














                                  SURVEY CONTROL DATA
                                
                             STATE=WY
                             [OCTOBER  7, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1112 ***********************************************************************
 PY1112  DESIGNATION -  00 MDC
 PY1112  PID         -  PY1112
 PY1112  STATE/COUNTY-  WY/PARK
 PY1112  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY1112
 PY1112                         *CURRENT SURVEY CONTROL
 PY1112  ___________________________________________________________________
 PY1112* NAD 83(1986)-  44 43 39.     (N)    110 41 48.     (W)     SCALED    
 PY1112* NAVD 88     -      2296.058  (meters)    7532.98   (feet)  ADJUSTED  
 PY1112  ___________________________________________________________________
 PY1112  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY1112  DYNAMIC HT  -        2294.657 (meters)    7528.39  (feet)  COMP
 PY1112  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 PY1112
 PY1112  VERT ORDER  -  FIRST     CLASS II
 PY1112
 PY1112.The horizontal coordinates were scaled from a topographic map and have
 PY1112.an estimated accuracy of +/- 6 seconds.
 PY1112
 PY1112.The orthometric height was determined by differential leveling
 PY1112.and adjusted by the National Geodetic Survey in June 1991..
 PY1112
 PY1112.The geoid height was determined by GEOID03.
 PY1112
 PY1112.The dynamic height is computed by dividing the NAVD 88
 PY1112.geopotential number by the normal gravity value computed on the
 PY1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1112.degrees latitude (g = 980.6199 gals.).
 PY1112
 PY1112.The modeled gravity was interpolated from observed gravity values.
 PY1112
 PY1112;                    North         East    Units  Estimated Accuracy
 PY1112;SPC WYWC     -   471,430.      445,800.      MT  (+/- 180 meters Scaled)
 PY1112
 PY1112                          SUPERSEDED SURVEY CONTROL
 PY1112
 PY1112.No superseded survey control is available for this station.
 PY1112
 PY1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ240527(NAD 83)
 PY1112_MARKER: DB = BENCH MARK DISK
 PY1112_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PY1112_SP_SET: HIGHWAY DIVIDER
 PY1112_STAMPING: 00 MDC 1976 7528
 PY1112_MARK LOGO: USGS  
 PY1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1112
 PY1112  HISTORY     - Date     Condition        Report By
 PY1112  HISTORY     - 1976     MONUMENTED       USGS
 PY1112
 PY1112                          STATION DESCRIPTION
 PY1112
 PY1112'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PY1112'0.0 KM (0.00 MI) EAST FROM NORRIS JUNCTION WY.
 PY1112'NORRIS JCT., AT MAJOR X-RDS., AT OLD ROAD JCT.  TO VIRGINIA MEADOWS,
 PY1112'ON DIVIDER LOCATED IN MIDDLE OF HWY.  THAT RUNS E. TOWARD CANYON
 PY1112'JCT., 40 FT E. OF CENTER OF JCT., 0.5 FT HIGHER THAN HWY.  SURFACE,
 PY1112'CEMENTED 1 FT.  NE.  OF WEST END OF CONCRETE DIVIDER, USBPR BRASS
 PY1112'DISK STAMPED 00 MDC 1976 7528
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1038 ***********************************************************************
 PY1038  DESIGNATION -  1
 PY1038  PID         -  PY1038
 PY1038  STATE/COUNTY-  WY/PARK
 PY1038  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1038
 PY1038                         *CURRENT SURVEY CONTROL
 PY1038  ___________________________________________________________________
 PY1038* NAD 83(1986)-  44 55 13.     (N)    110 24 22.     (W)     SCALED    
 PY1038* NAVD 88     -      1857.798  (meters)    6095.13   (feet)  ADJUSTED  
 PY1038  ___________________________________________________________________
 PY1038  GEOID HEIGHT-          -8.40  (meters)                     GEOID03
 PY1038  DYNAMIC HT  -        1856.796 (meters)    6091.84  (feet)  COMP
 PY1038  MODELED GRAV-     980,011.9   (mgal)                       NAVD 88
 PY1038
 PY1038  VERT ORDER  -  FIRST     CLASS II
 PY1038
 PY1038.The horizontal coordinates were scaled from a topographic map and have
 PY1038.an estimated accuracy of +/- 6 seconds.
 PY1038
 PY1038.The orthometric height was determined by differential leveling
 PY1038.and adjusted by the National Geodetic Survey in June 1991..
 PY1038
 PY1038.The geoid height was determined by GEOID03.
 PY1038
 PY1038.The dynamic height is computed by dividing the NAVD 88
 PY1038.geopotential number by the normal gravity value computed on the
 PY1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1038.degrees latitude (g = 980.6199 gals.).
 PY1038
 PY1038.The modeled gravity was interpolated from observed gravity values.
 PY1038
 PY1038;                    North         East    Units  Estimated Accuracy
 PY1038;SPC WYWC     -   492,340.      469,250.      MT  (+/- 180 meters Scaled)
 PY1038
 PY1038                          SUPERSEDED SURVEY CONTROL
 PY1038
 PY1038  NGVD 29 (08/20/92) 1856.545  (m)         6091.01   (f) ADJUSTED    1 2
 PY1038
 PY1038.Superseded values are not recommended for survey control.
 PY1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1038.See file dsdata.txt to determine how the superseded data were derived.
 PY1038
 PY1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ468742(NAD 83)
 PY1038_MARKER: DB = BENCH MARK DISK
 PY1038_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY1038+WITH SETTING: PAVEMENT
 PY1038_SP_SET: BRIDGE WALKWAY
 PY1038_MARK LOGO: BPR   
 PY1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1038+STABILITY: SURFACE MOTION
 PY1038
 PY1038  HISTORY     - Date     Condition        Report By
 PY1038  HISTORY     - UNK      MONUMENTED       BPR
 PY1038  HISTORY     - 1987     GOOD             NGS
 PY1038
 PY1038                          STATION DESCRIPTION
 PY1038
 PY1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1038'1.0 KM (0.60 MI) EAST FROM TOWER JUNCTION.
 PY1038'1.0 KM (0.60 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1038'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN THE
 PY1038'WEST END OF THE NORTH WALKWAY OF A HIGHWAY BRIDGE SPANNING THE
 PY1038'YELLOWSTONE RIVER, AND 6.1 M (20.0 FT) NORTH OF THE CENTERLINE OF THE
 PY1038'HIGHWAY.  NOTE--NO STAMPING ON DISK.
 PY1038'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0191 ***********************************************************************
 MQ0191  DESIGNATION -  1 BE
 MQ0191  PID         -  MQ0191
 MQ0191  STATE/COUNTY-  WY/SWEETWATER
 MQ0191  USGS QUAD   -  PERU (1980)
 MQ0191
 MQ0191                         *CURRENT SURVEY CONTROL
 MQ0191  ___________________________________________________________________
 MQ0191* NAD 83(1986)-  41 33 16.     (N)    109 30 52.     (W)     SCALED    
 MQ0191* NAVD 88     -      1883.198  (meters)    6178.46   (feet)  ADJUSTED  
 MQ0191  ___________________________________________________________________
 MQ0191  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 MQ0191  DYNAMIC HT  -        1881.575 (meters)    6173.13  (feet)  COMP
 MQ0191  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 MQ0191
 MQ0191  VERT ORDER  -  FIRST     CLASS II
 MQ0191
 MQ0191.The horizontal coordinates were scaled from a topographic map and have
 MQ0191.an estimated accuracy of +/- 6 seconds.
 MQ0191
 MQ0191.The orthometric height was determined by differential leveling
 MQ0191.and adjusted by the National Geodetic Survey in June 1991..
 MQ0191
 MQ0191.The geoid height was determined by GEOID03.
 MQ0191
 MQ0191.The dynamic height is computed by dividing the NAVD 88
 MQ0191.geopotential number by the normal gravity value computed on the
 MQ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0191.degrees latitude (g = 980.6199 gals.).
 MQ0191
 MQ0191.The modeled gravity was interpolated from observed gravity values.
 MQ0191
 MQ0191;                    North         East    Units  Estimated Accuracy
 MQ0191;SPC WYWC     -   117,380.      536,230.      MT  (+/- 180 meters Scaled)
 MQ0191
 MQ0191                          SUPERSEDED SURVEY CONTROL
 MQ0191
 MQ0191  NGVD 29 (06/08/92) 1881.889  (m)         6174.16   (f) ADJUSTED    1 2
 MQ0191
 MQ0191.Superseded values are not recommended for survey control.
 MQ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0191.See file dsdata.txt to determine how the superseded data were derived.
 MQ0191
 MQ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM238013(NAD 83)
 MQ0191_MARKER: DD = SURVEY DISK
 MQ0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0191_STAMPING: 1 B E 1958
 MQ0191_MARK LOGO: USGS  
 MQ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0191+STABILITY: SURFACE MOTION
 MQ0191
 MQ0191  HISTORY     - Date     Condition        Report By
 MQ0191  HISTORY     - 1958     MONUMENTED       USGS
 MQ0191  HISTORY     - 1958     GOOD             NGS
 MQ0191  HISTORY     - 1981     GOOD             NGS
 MQ0191  HISTORY     - 1983     GOOD             NGS
 MQ0191
 MQ0191                          STATION DESCRIPTION
 MQ0191
 MQ0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0191'3.2 MI W FROM GREEN RIVER.
 MQ0191'ABOUT 3.2 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0191'GREEN RIVER, 113 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 45 FEET
 MQ0191'EAST OF THE CENTER LINE OF A GRAVELED ROAD, ABOUT 0.1 MILE WEST OF THE
 MQ0191'ADAMS TRAILER SALES, ON THE CREST OF THE FIRST HILL EAST OF THE BRIDGE
 MQ0191'OVER THE GREEN RIVER, 1 1/2 FEET WEST OF A CONCRETE WITNESS POST, AND
 MQ0191'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MQ0191
 MQ0191                          STATION RECOVERY (1981)
 MQ0191
 MQ0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MQ0191'THE MARK IS WITHIN A PROPERTY FENCE AND THE GRAVELED ROAD LEADS TO A
 MQ0191'HOUSE AND HAS A GATE ACROSS IT. U.S. HIGHWAY 30 IS NOW WYOMING STATE
 MQ0191'HIGHWAY 374.
 MQ0191
 MQ0191                          STATION RECOVERY (1983)
 MQ0191
 MQ0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0191'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0191'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0592 ***********************************************************************
 PW0592  DESIGNATION -  1 GRS
 PW0592  PID         -  PW0592
 PW0592  STATE/COUNTY-  WY/SHERIDAN
 PW0592  USGS QUAD   -  ARVADA NE (1971)
 PW0592
 PW0592                         *CURRENT SURVEY CONTROL
 PW0592  ___________________________________________________________________
 PW0592* NAD 83(1986)-  44 41 23.     (N)    106 04 57.     (W)     SCALED    
 PW0592* NAVD 88     -      1160.088  (meters)    3806.06   (feet)  POSTED    
 PW0592  ___________________________________________________________________
 PW0592  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 PW0592  DYNAMIC HT  -        1159.670 (meters)    3804.68  (feet)  COMP
 PW0592  MODELED GRAV-     980,220.5   (mgal)                       NAVD 88
 PW0592
 PW0592  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PW0592
 PW0592.The horizontal coordinates were scaled from a topographic map and have
 PW0592.an estimated accuracy of +/- 6 seconds.
 PW0592
 PW0592.The orthometric height was determined by differential leveling
 PW0592.and adjusted by the National Geodetic Survey in 1992..
 PW0592.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PW0592.rate of 0.0 thru 1.0 mm/km.
 PW0592
 PW0592.The geoid height was determined by GEOID03.
 PW0592
 PW0592.The dynamic height is computed by dividing the NAVD 88
 PW0592.geopotential number by the normal gravity value computed on the
 PW0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0592.degrees latitude (g = 980.6199 gals.).
 PW0592
 PW0592.The modeled gravity was interpolated from observed gravity values.
 PW0592
 PW0592;                    North         East    Units  Estimated Accuracy
 PW0592;SPC WYEC     -   566,150.      499,150.      MT  (+/- 180 meters Scaled)
 PW0592
 PW0592                          SUPERSEDED SURVEY CONTROL
 PW0592
 PW0592  NGVD 29 (??/??/92) 1159.37   (m)         3803.7    (f) COMPUTED    3 0
 PW0592
 PW0592.Superseded values are not recommended for survey control.
 PW0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0592.See file dsdata.txt to determine how the superseded data were derived.
 PW0592
 PW0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK142490(NAD 83)
 PW0592_MARKER: DB = BENCH MARK DISK
 PW0592_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0592_SP_SET: COPPER-CLAD STEEL ROD
 PW0592_STAMPING: 1 GRS 1971
 PW0592_MARK LOGO: USGS  
 PW0592_MAGNETIC: I = MARKER IS A STEEL ROD
 PW0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0592+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PW0592
 PW0592  HISTORY     - Date     Condition        Report By
 PW0592  HISTORY     - 1971     MONUMENTED       USGS
 PW0592
 PW0592                          STATION DESCRIPTION
 PW0592
 PW0592'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PW0592'FROM THE ARVADA, WYOMING POST OFFICE, PROCEED 3.2 MILES NORTH ALONG
 PW0592'STATE HIGHWAY 341 TO THE JUNCTION WITH U.S. HIGHWAY 14 AND 16,
 PW0592'THENCE 1.9 MILES EAST ALONG U.S. HIGHWAY 14 AND 16, 78 FEET NORTH OF
 PW0592'CENTERLINE OF U.S. HIGHWAY, 27 FEET EAST OF THE CENTERLINE OF TRACK
 PW0592'ROAD, LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH AND 3
 PW0592'FEET EAST OF THE T-FENCE CORNER, 2 FEET SOUTHWEST OF A WITNESS POST,
 PW0592'SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1048 ***********************************************************************
 PY1048  DESIGNATION -  1 GWM
 PY1048  PID         -  PY1048
 PY1048  STATE/COUNTY-  WY/PARK
 PY1048  USGS QUAD   -  LAMAR CANYON (1986)
 PY1048
 PY1048                         *CURRENT SURVEY CONTROL
 PY1048  ___________________________________________________________________
 PY1048* NAD 83(1986)-  44 54 51.     (N)    110 16 53.     (W)     SCALED    
 PY1048* NAVD 88     -      1993.890  (meters)    6541.62   (feet)  ADJUSTED  
 PY1048  ___________________________________________________________________
 PY1048  GEOID HEIGHT-          -8.17  (meters)                     GEOID03
 PY1048  DYNAMIC HT  -        1992.832 (meters)    6538.15  (feet)  COMP
 PY1048  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 PY1048
 PY1048  VERT ORDER  -  FIRST     CLASS II
 PY1048
 PY1048.The horizontal coordinates were scaled from a topographic map and have
 PY1048.an estimated accuracy of +/- 6 seconds.
 PY1048
 PY1048.The orthometric height was determined by differential leveling
 PY1048.and adjusted by the National Geodetic Survey in June 1991..
 PY1048
 PY1048.The geoid height was determined by GEOID03.
 PY1048
 PY1048.The dynamic height is computed by dividing the NAVD 88
 PY1048.geopotential number by the normal gravity value computed on the
 PY1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1048.degrees latitude (g = 980.6199 gals.).
 PY1048
 PY1048.The modeled gravity was interpolated from observed gravity values.
 PY1048
 PY1048;                    North         East    Units  Estimated Accuracy
 PY1048;SPC WYWC     -   491,470.      479,080.      MT  (+/- 180 meters Scaled)
 PY1048
 PY1048                          SUPERSEDED SURVEY CONTROL
 PY1048
 PY1048  NGVD 29 (08/20/92) 1992.666  (m)         6537.60   (f) ADJUSTED    1 2
 PY1048
 PY1048.Superseded values are not recommended for survey control.
 PY1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1048.See file dsdata.txt to determine how the superseded data were derived.
 PY1048
 PY1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ567736(NAD 83)
 PY1048_MARKER: DB = BENCH MARK DISK
 PY1048_SETTING: 66 = SET IN ROCK OUTCROP
 PY1048_SP_SET: BEDROCK
 PY1048_STAMPING: 1 GWM 1941 6537
 PY1048_MARK LOGO: USGS  
 PY1048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1048+STABILITY: POSITION/ELEVATION WELL
 PY1048
 PY1048  HISTORY     - Date     Condition        Report By
 PY1048  HISTORY     - 1941     MONUMENTED       USGS
 PY1048  HISTORY     - 1987     GOOD             NGS
 PY1048
 PY1048                          STATION DESCRIPTION
 PY1048
 PY1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1048'12.5 KM (7.75 MI) EAST FROM TOWER JUNCTION.
 PY1048'12.5 KM (7.75 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1048'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, NEAR THE
 PY1048'EAST END OF A LARGE AREA OF OUTCROPPING BEDROCK NEAR THE CENTER OF
 PY1048'THE OUTSIDE PORTION OF A CURVE, 39.0 M (128.0 FT) EAST OF THE EAST
 PY1048'END OF A PARKING AREA, 27.6 M (90.6 FT) SOUTHWEST OF THE SOUTHWEST
 PY1048'END OF A STONE GUARDRAIL, 15.2 M (49.9 FT) SOUTH OF THE CENTERLINE OF
 PY1048'THE HIGHWAY, AND 10.1 M (33.1 FT) EAST OF THE MOST PROMINATE PORTION
 PY1048'OF THE OUTCROP.
 PY1048'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2133 ***********************************************************************
 AA2133  CBN         -  This is a Cooperative Base Network Control Station.
 AA2133  DESIGNATION -  1 JM
 AA2133  PID         -  AA2133
 AA2133  STATE/COUNTY-  WY/WESTON
 AA2133  USGS QUAD   -  DUPONT CREEK (1982)
 AA2133
 AA2133                         *CURRENT SURVEY CONTROL
 AA2133  ___________________________________________________________________
 AA2133* NAD 83(1993)-  43 44 18.98214(N)    104 37 00.53661(W)     ADJUSTED  
 AA2133* NAVD 88     -      1339.1    (meters)    4393.     (feet)  GPS OBS   
 AA2133  ___________________________________________________________________
 AA2133  X           -  -1,165,004.556 (meters)                     COMP
 AA2133  Y           -  -4,467,146.213 (meters)                     COMP
 AA2133  Z           -   4,388,069.019 (meters)                     COMP
 AA2133  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AA2133  ELLIP HEIGHT-        1324.07  (meters)          (09/07/01) GPS OBS
 AA2133  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 AA2133
 AA2133  HORZ ORDER  -  B
 AA2133  ELLP ORDER  -  FOURTH    CLASS I
 AA2133
 AA2133.The horizontal coordinates were established by GPS observations
 AA2133.and adjusted by the National Geodetic Survey in October 1994..
 AA2133
 AA2133.The orthometric height was determined by GPS observations and a
 AA2133.high-resolution geoid model.
 AA2133
 AA2133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2133
 AA2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2133
 AA2133.The ellipsoidal height was determined by GPS observations
 AA2133.and is referenced to NAD 83.
 AA2133
 AA2133.The geoid height was determined by GEOID03.
 AA2133
 AA2133;                    North         East     Units Scale Factor Converg.
 AA2133;SPC WY E     -   359,854.683   244,291.871   MT  0.99996162   +0 22 48.6
 AA2133;UTM  13      - 4,842,912.404   530,856.024   MT  0.99961171   +0 15 53.7
 AA2133
 AA2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2133!SPC WY E     -   0.99979242  x   0.99996162  =   0.99975404
 AA2133!UTM  13      -   0.99979242  x   0.99961171  =   0.99940421
 AA2133
 AA2133                          SUPERSEDED SURVEY CONTROL
 AA2133
 AA2133  ELLIP H (10/19/94) 1324.13   (m)                       GP(       ) 4 1
 AA2133
 AA2133.Superseded values are not recommended for survey control.
 AA2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2133.See file dsdata.txt to determine how the superseded data were derived.
 AA2133
 AA2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ3085642912(NAD 83)
 AA2133_MARKER: DD = SURVEY DISK
 AA2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2133_STAMPING: 1 JM 1975
 AA2133_MARK LOGO: USGS  
 AA2133_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2133+STABILITY: SURFACE MOTION
 AA2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2133+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1993
 AA2133
 AA2133  HISTORY     - Date     Condition        Report By
 AA2133  HISTORY     - 1975     MONUMENTED       USGS
 AA2133  HISTORY     - 19930615 GOOD             NGS
 AA2133  HISTORY     - 19990901 GOOD             WYDT
 AA2133
 AA2133                          STATION DESCRIPTION
 AA2133
 AA2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA2133'STATION IS LOCATED ABOUT 35 KM (21.75 MI) SOUTHWEST OF NEWCASTLE, 15
 AA2133'KM (9.30 MI) EAST-NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 116 AND
 AA2133'450, ALONG HIGHWAY 450, ON THE RIGHT-OF-WAY, AT MILE 20.3, AT A DIRT
 AA2133'ROAD LEADING NORTHWEST, IN THE NORTHWEST 1/4 OF SECTION 1, T 43 N, R
 AA2133'64 W.  OWNERSHIP--STATE HIGHWAY DEPARTMENT. TO REACH FROM THE JUNCTION
 AA2133'OF US HIGHWAY 16 AND STATE HIGHWAY 450 (ABOUT 4 KM (2.50 MI) WEST OF
 AA2133'NEWCASTLE), GO SOUTHWEST ON HIGHWAY 450 FOR 26.8 KM (16.65 MI) TO A
 AA2133'GRAVEL ROAD LEFT (GRIEVES ROAD). CONTINUE AHEAD FOR 5.92 KM (3.65 MI)
 AA2133'TO A GRAVEL ROAD RIGHT (ELLIOTT ROAD) AND THE STATION ON THE RIGHT.
 AA2133'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 AA2133'PROJECTING 15 CM ABOVE GROUND.  POST IS CHIPPED ON NORTHWEST SIDE FROM
 AA2133'FENCE CONSTRUCTION BUT IS SOLID.  IT IS 29.7 M (97.4 FT) NORTHWEST OF,
 AA2133'AND 1.5 M (4.9 FT) HIGHER THAN THE HIGHWAY CENTER, 23.7 M (77.8 FT)
 AA2133'NORTHEAST OF THE ROAD CENTER, 0.5 M (1.6 FT) SOUTHEAST OF THE
 AA2133'RIGHT-OF-WAY FENCE, 0.6 M (2.0 FT) NORTHEAST OF A METAL WITNESS POST,
 AA2133'AND 6.6 M (21.7 FT) NORTHWEST OF A PIPE SIGN ADKINS RANCH 6 MI.
 AA2133'DESCRIBED BY G.R.HEID
 AA2133
 AA2133                          STATION RECOVERY (1999)
 AA2133
 AA2133'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (GKB)
 AA2133'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 AA2133'307-777-3819.  THE DESCRIPTION IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0738 ***********************************************************************
 MO0738  DESIGNATION -  1 JPU
 MO0738  PID         -  MO0738
 MO0738  STATE/COUNTY-  WY/ALBANY
 MO0738  USGS QUAD   -  SYBILLE SPRINGS (1981)
 MO0738
 MO0738                         *CURRENT SURVEY CONTROL
 MO0738  ___________________________________________________________________
 MO0738* NAD 83(1986)-  41 39 28.     (N)    105 32 04.     (W)     SCALED    
 MO0738* NAVD 88     -      2221.920  (meters)    7289.75   (feet)  ADJUSTED  
 MO0738  ___________________________________________________________________
 MO0738  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 MO0738  DYNAMIC HT  -        2220.109 (meters)    7283.81  (feet)  COMP
 MO0738  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 MO0738
 MO0738  VERT ORDER  -  SECOND    CLASS 0
 MO0738
 MO0738.The horizontal coordinates were scaled from a topographic map and have
 MO0738.an estimated accuracy of +/- 6 seconds.
 MO0738
 MO0738.The orthometric height was determined by differential leveling
 MO0738.and adjusted by the National Geodetic Survey in June 1991..
 MO0738
 MO0738.The geoid height was determined by GEOID03.
 MO0738
 MO0738.The dynamic height is computed by dividing the NAVD 88
 MO0738.geopotential number by the normal gravity value computed on the
 MO0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0738.degrees latitude (g = 980.6199 gals.).
 MO0738
 MO0738.The modeled gravity was interpolated from observed gravity values.
 MO0738
 MO0738;                    North         East    Units  Estimated Accuracy
 MO0738;SPC WY E     -   128,640.      169,370.      MT  (+/- 180 meters Scaled)
 MO0738
 MO0738                          SUPERSEDED SURVEY CONTROL
 MO0738
 MO0738  NGVD 29 (??/??/92) 2220.913  (m)         7286.45   (f) ADJ UNCH    2 0
 MO0738
 MO0738.Superseded values are not recommended for survey control.
 MO0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0738.See file dsdata.txt to determine how the superseded data were derived.
 MO0738
 MO0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG555119(NAD 83)
 MO0738_MARKER: DD = SURVEY DISK
 MO0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0738_STAMPING: 1 JPU 1953 7286
 MO0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0738+STABILITY: SURFACE MOTION
 MO0738
 MO0738  HISTORY     - Date     Condition        Report By
 MO0738  HISTORY     - 1953     MONUMENTED       CGS
 MO0738  HISTORY     - 1966     GOOD             NGS
 MO0738
 MO0738                          STATION DESCRIPTION
 MO0738
 MO0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0738'12.4 MI NE FROM BOSLER.
 MO0738'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0738'BOSLER, THENCE 10.4 MILES NORTHEAST ALONG STATE HIGHWAY 34,
 MO0738'0.1 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD WEST, NEAR THE
 MO0738'SUMMIT OF A HILL, 95 FEET WEST OF THE CENTER LINE OF THE
 MO0738'HIGHWAY, 172 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD
 MO0738'EAST, 100 FEET SOUTH OF THE SOUTH END OF A GATE, 2.7 FEET
 MO0738'EAST OF A FENCE, 100 FEET SOUTH OF THE SOUTH END OF A GATE,
 MO0738'2.7 FEET EAST OF A FENCE, 2.1 FEET NORTH OF A WITNESS POST,
 MO0738'ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 MO0738'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0188 ***********************************************************************
 OV0188  DESIGNATION -  1 JR
 OV0188  PID         -  OV0188
 OV0188  STATE/COUNTY-  WY/FREMONT
 OV0188  USGS QUAD   -  LYSITE (1952)
 OV0188
 OV0188                         *CURRENT SURVEY CONTROL
 OV0188  ___________________________________________________________________
 OV0188* NAD 83(1986)-  43 16 22.     (N)    107 40 17.     (W)     SCALED    
 OV0188* NAVD 88     -      1626.157  (meters)    5335.15   (feet)  ADJUSTED  
 OV0188  ___________________________________________________________________
 OV0188  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 OV0188  DYNAMIC HT  -        1625.091 (meters)    5331.65  (feet)  COMP
 OV0188  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 OV0188
 OV0188  VERT ORDER  -  FIRST     CLASS II
 OV0188
 OV0188.The horizontal coordinates were scaled from a topographic map and have
 OV0188.an estimated accuracy of +/- 6 seconds.
 OV0188
 OV0188.The orthometric height was determined by differential leveling
 OV0188.and adjusted by the National Geodetic Survey in June 1991..
 OV0188
 OV0188.The geoid height was determined by GEOID03.
 OV0188
 OV0188.The dynamic height is computed by dividing the NAVD 88
 OV0188.geopotential number by the normal gravity value computed on the
 OV0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0188.degrees latitude (g = 980.6199 gals.).
 OV0188
 OV0188.The modeled gravity was interpolated from observed gravity values.
 OV0188
 OV0188;                    North         East    Units  Estimated Accuracy
 OV0188;SPC WYWC     -   308,520.      687,560.      MT  (+/- 180 meters Scaled)
 OV0188
 OV0188                          SUPERSEDED SURVEY CONTROL
 OV0188
 OV0188  NGVD 29 (06/08/92) 1625.125  (m)         5331.76   (f) ADJUSTED    1 2
 OV0188
 OV0188.Superseded values are not recommended for survey control.
 OV0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0188.See file dsdata.txt to determine how the superseded data were derived.
 OV0188
 OV0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH832945(NAD 83)
 OV0188_MARKER: DD = SURVEY DISK
 OV0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0188_STAMPING: 1 JR 1950 5332
 OV0188_MARK LOGO: USGS  
 OV0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0188+STABILITY: SURFACE MOTION
 OV0188
 OV0188  HISTORY     - Date     Condition        Report By
 OV0188  HISTORY     - 1950     MONUMENTED       USGS
 OV0188  HISTORY     - 1966     GOOD             NGS
 OV0188  HISTORY     - 1982     GOOD             NGS
 OV0188
 OV0188                          STATION DESCRIPTION
 OV0188
 OV0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0188'1.2 MI NE FROM LYSITE.
 OV0188'1.2 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON AND
 OV0188'QUINCY RAILROAD STATION AT LYSITE, AT THE CROSSING OF A TELEPHONE
 OV0188'LINE, 47 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 1/2 FEET
 OV0188'SOUTHEAST OF A TELEPHONE POLE WITH A GUY WIRE, 2.6 FEET SOUTHEAST OF A
 OV0188'FENCE, 1.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 OV0188'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 OV0188'THE GROUND.
 OV0188
 OV0188                          STATION RECOVERY (1982)
 OV0188
 OV0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OV0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0760 ***********************************************************************
 PY0760  DESIGNATION -  1 MDC
 PY0760  PID         -  PY0760
 PY0760  STATE/COUNTY-  WY/TETON
 PY0760  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0760
 PY0760                         *CURRENT SURVEY CONTROL
 PY0760  ___________________________________________________________________
 PY0760* NAD 83(1986)-  44 38 47.     (N)    110 51 33.     (W)     SCALED    
 PY0760* NAVD 88     -      2082.614  (meters)    6832.71   (feet)  ADJUSTED  
 PY0760  ___________________________________________________________________
 PY0760  GEOID HEIGHT-          -8.78  (meters)                     GEOID03
 PY0760  DYNAMIC HT  -        2081.384 (meters)    6828.67  (feet)  COMP
 PY0760  MODELED GRAV-     979,952.6   (mgal)                       NAVD 88
 PY0760
 PY0760  VERT ORDER  -  FIRST     CLASS II
 PY0760
 PY0760.The horizontal coordinates were scaled from a topographic map and have
 PY0760.an estimated accuracy of +/- 6 seconds.
 PY0760
 PY0760.The orthometric height was determined by differential leveling
 PY0760.and adjusted by the National Geodetic Survey in June 1991..
 PY0760.WARNING-Repeat measurements at this control monument indicate possible
 PY0760.vertical movement.
 PY0760
 PY0760.The geoid height was determined by GEOID03.
 PY0760
 PY0760.The dynamic height is computed by dividing the NAVD 88
 PY0760.geopotential number by the normal gravity value computed on the
 PY0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0760.degrees latitude (g = 980.6199 gals.).
 PY0760
 PY0760.The modeled gravity was interpolated from observed gravity values.
 PY0760
 PY0760;                    North         East    Units  Estimated Accuracy
 PY0760;SPC WY W     -   560,860.      738,460.      MT  (+/- 180 meters Scaled)
 PY0760
 PY0760                          SUPERSEDED SURVEY CONTROL
 PY0760
 PY0760  NGVD 29 (08/20/92) 2081.331  (m)         6828.50   (f) ADJUSTED    1 2
 PY0760
 PY0760.Superseded values are not recommended for survey control.
 PY0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0760.See file dsdata.txt to determine how the superseded data were derived.
 PY0760
 PY0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ111436(NAD 83)
 PY0760_MARKER: DB = BENCH MARK DISK
 PY0760_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0760_SP_SET: COPPER-CLAD STEEL ROD
 PY0760_STAMPING: 1 MDC 1975 6828
 PY0760_MARK LOGO: USGS  
 PY0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0760
 PY0760  HISTORY     - Date     Condition        Report By
 PY0760  HISTORY     - 1975     MONUMENTED       USGS
 PY0760  HISTORY     - 1987     GOOD             NGS
 PY0760
 PY0760                          STATION DESCRIPTION
 PY0760
 PY0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0760'IN MADISON JUNCTION.
 PY0760'IN MADISON JUNCTION, AT THE INTERSECTION OF MADISON JUNCTION-NORRIS
 PY0760'JUNCTION AND MADISON JUNCTION-WEST THUMB HIGHWAYS, 17.2 M (56.4 FT)
 PY0760'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF MADISON
 PY0760'JUNCTION-NORRIS JUNCTION HIGHWAY, 20.0 M (65.6 FT) NORTH OF THE
 PY0760'EXTENDED CENTER OF MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY, AND 0.5
 PY0760'M (1.6 FT) WEST OF A CLUSTER OF THREE PINE TREES.
 PY0760'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0760'THE MARK IS 0.5 M BELOW THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0978 ***********************************************************************
 PY0978  DESIGNATION -  1 MDC
 PY0978  PID         -  PY0978
 PY0978  STATE/COUNTY-  WY/PARK
 PY0978  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0978
 PY0978                         *CURRENT SURVEY CONTROL
 PY0978  ___________________________________________________________________
 PY0978* NAD 83(1986)-  44 43 36.     (N)    110 41 21.     (W)     SCALED    
 PY0978* NAVD 88     -      2283.238  (meters)    7490.92   (feet)  ADJUSTED  
 PY0978  ___________________________________________________________________
 PY0978  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0978  DYNAMIC HT  -        2281.841 (meters)    7486.34  (feet)  COMP
 PY0978  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 PY0978
 PY0978  VERT ORDER  -  FIRST     CLASS II
 PY0978
 PY0978.The horizontal coordinates were scaled from a topographic map and have
 PY0978.an estimated accuracy of +/- 6 seconds.
 PY0978
 PY0978.The orthometric height was determined by differential leveling
 PY0978.and adjusted by the National Geodetic Survey in June 1991..
 PY0978
 PY0978.The geoid height was determined by GEOID03.
 PY0978
 PY0978.The dynamic height is computed by dividing the NAVD 88
 PY0978.geopotential number by the normal gravity value computed on the
 PY0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0978.degrees latitude (g = 980.6199 gals.).
 PY0978
 PY0978.The modeled gravity was interpolated from observed gravity values.
 PY0978
 PY0978;                    North         East    Units  Estimated Accuracy
 PY0978;SPC WYWC     -   471,320.      446,390.      MT  (+/- 180 meters Scaled)
 PY0978
 PY0978                          SUPERSEDED SURVEY CONTROL
 PY0978
 PY0978  NGVD 29 (08/20/92) 2281.912  (m)         7486.57   (f) ADJUSTED    1 2
 PY0978
 PY0978.Superseded values are not recommended for survey control.
 PY0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0978.See file dsdata.txt to determine how the superseded data were derived.
 PY0978
 PY0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ246526(NAD 83)
 PY0978_MARKER: DB = BENCH MARK DISK
 PY0978_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0978_SP_SET: HEADWALL
 PY0978_STAMPING: 1 MDC 1976 7486
 PY0978_MARK LOGO: USGS  
 PY0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0978+STABILITY: SURFACE MOTION
 PY0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0978+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2001
 PY0978
 PY0978  HISTORY     - Date     Condition        Report By
 PY0978  HISTORY     - 1976     MONUMENTED       USGS
 PY0978  HISTORY     - 1987     GOOD             NGS
 PY0978  HISTORY     - 20011005 GOOD             NGS
 PY0978
 PY0978                          STATION DESCRIPTION
 PY0978
 PY0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0978'0.6 KM (0.35 MI) EAST FROM NORRIS JUNCTION.
 PY0978'0.6 KM (0.35 MI) EASTERLY ALONG NORRIS JUNCTION-CANYON VILLAGE
 PY0978'HIGHWAY FROM ITS JUNCTION WITH NORRIS JUNCTION-MADISON JUNCTION
 PY0978'HIGHWAY IN NORRIS JUNCTION, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE
 PY0978'EAST END OF THE SOUTH HEADWALL OF A CULVERT SPANNING GIBBON RIVER,
 PY0978'AND 6.7 M (22.0 FT) OF THE CENTERLINE OF THE HIGHWAY.
 PY0978'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PY0978
 PY0978                          STATION RECOVERY (2001)
 PY0978
 PY0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 PY0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1115 ***********************************************************************
 PY1115  DESIGNATION -  1 MDC
 PY1115  PID         -  PY1115
 PY1115  STATE/COUNTY-  WY/TETON
 PY1115  USGS QUAD   -  LAKE (1986)
 PY1115
 PY1115                         *CURRENT SURVEY CONTROL
 PY1115  ___________________________________________________________________
 PY1115* NAD 83(1986)-  44 32 38.     (N)    110 25 10.     (W)     SCALED    
 PY1115* NAVD 88     -      2370.088  (meters)    7775.86   (feet)  ADJUSTED  
 PY1115  ___________________________________________________________________
 PY1115  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY1115  DYNAMIC HT  -        2368.502 (meters)    7770.66  (feet)  COMP
 PY1115  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 PY1115
 PY1115  VERT ORDER  -  FIRST     CLASS II
 PY1115
 PY1115.The horizontal coordinates were scaled from a topographic map and have
 PY1115.an estimated accuracy of +/- 6 seconds.
 PY1115
 PY1115.The orthometric height was determined by differential leveling
 PY1115.and adjusted by the National Geodetic Survey in June 1991..
 PY1115
 PY1115.The geoid height was determined by GEOID03.
 PY1115
 PY1115.The dynamic height is computed by dividing the NAVD 88
 PY1115.geopotential number by the normal gravity value computed on the
 PY1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1115.degrees latitude (g = 980.6199 gals.).
 PY1115
 PY1115.The modeled gravity was interpolated from observed gravity values.
 PY1115
 PY1115;                    North         East    Units  Estimated Accuracy
 PY1115;SPC WY W     -   549,240.      773,290.      MT  (+/- 180 meters Scaled)
 PY1115
 PY1115                          SUPERSEDED SURVEY CONTROL
 PY1115
 PY1115.No superseded survey control is available for this station.
 PY1115
 PY1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ461324(NAD 83)
 PY1115_MARKER: DB = BENCH MARK DISK
 PY1115_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY1115_SP_SET: COPPER-CLAD STEEL ROD
 PY1115_STAMPING: 1 MDC 1977 7771
 PY1115_MARK LOGO: USGS  
 PY1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1115
 PY1115  HISTORY     - Date     Condition        Report By
 PY1115  HISTORY     - 1977     MONUMENTED       USGS
 PY1115
 PY1115                          STATION DESCRIPTION
 PY1115
 PY1115'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PY1115'3.9 KM (2.40 MI) SOUTH FROM LAKE JUNCTION.
 PY1115'LAKE JUNCTION, (T-HIGHWAY EAST TO CODY, WY) 2.4 MILES SOUTH OF ,
 PY1115'ALONG THE HIGHWAY TO WEST THUMB, AT A T-ROAD WEST TO A WORK AREA, 115
 PY1115'FEET WEST OF CENTERLINE OF HIGHWAY, 39 FEET NORTH OF AND ABOUT 3 FEET
 PY1115'HIGHER THAN CENTER OF T-ROAD WEST, 2 FEET SOUTHEAST OF A TREE, SET ON
 PY1115'20 FEET OF 5/8-INCH COPPER-COATED ROD DRIVEN TO REFUSAL AND ENCASED
 PY1115'IN 6-INCH DRAIN PIPE, STANDARD TABLET STAMPED 1 MDC 1977 7771.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1031 ***********************************************************************
 PY1031  DESIGNATION -  1 RDS
 PY1031  PID         -  PY1031
 PY1031  STATE/COUNTY-  WY/PARK
 PY1031  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1031
 PY1031                         *CURRENT SURVEY CONTROL
 PY1031  ___________________________________________________________________
 PY1031* NAD 83(1986)-  44 56 14.     (N)    110 26 35.     (W)     SCALED    
 PY1031* NAVD 88     -      1992.084  (meters)    6535.70   (feet)  ADJUSTED  
 PY1031  ___________________________________________________________________
 PY1031  GEOID HEIGHT-          -8.42  (meters)                     GEOID03
 PY1031  DYNAMIC HT  -        1991.003 (meters)    6532.15  (feet)  COMP
 PY1031  MODELED GRAV-     980,003.5   (mgal)                       NAVD 88
 PY1031
 PY1031  VERT ORDER  -  FIRST     CLASS II
 PY1031
 PY1031.The horizontal coordinates were scaled from a topographic map and have
 PY1031.an estimated accuracy of +/- 6 seconds.
 PY1031
 PY1031.The orthometric height was determined by differential leveling
 PY1031.and adjusted by the National Geodetic Survey in June 1991..
 PY1031
 PY1031.The geoid height was determined by GEOID03.
 PY1031
 PY1031.The dynamic height is computed by dividing the NAVD 88
 PY1031.geopotential number by the normal gravity value computed on the
 PY1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1031.degrees latitude (g = 980.6199 gals.).
 PY1031
 PY1031.The modeled gravity was interpolated from observed gravity values.
 PY1031
 PY1031;                    North         East    Units  Estimated Accuracy
 PY1031;SPC WYWC     -   494,280.      466,370.      MT  (+/- 180 meters Scaled)
 PY1031
 PY1031                          SUPERSEDED SURVEY CONTROL
 PY1031
 PY1031  NGVD 29 (08/20/92) 1990.833  (m)         6531.59   (f) ADJUSTED    1 2
 PY1031
 PY1031.Superseded values are not recommended for survey control.
 PY1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1031.See file dsdata.txt to determine how the superseded data were derived.
 PY1031
 PY1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ439761(NAD 83)
 PY1031_MARKER: DB = BENCH MARK DISK
 PY1031_SETTING: 80 = SET IN A BOULDER
 PY1031_SP_SET: BOULDER
 PY1031_STAMPING: 1 RDS 1955 6531
 PY1031_MARK LOGO: USGS  
 PY1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1031+STABILITY: SURFACE MOTION
 PY1031
 PY1031  HISTORY     - Date     Condition        Report By
 PY1031  HISTORY     - 1955     MONUMENTED       USGS
 PY1031  HISTORY     - 1987     GOOD             NGS
 PY1031
 PY1031                          STATION DESCRIPTION
 PY1031
 PY1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1031'4.0 KM (2.50 MI) WEST FROM TOWER JUNCTION.
 PY1031'4.0 KM (2.50 MI) WESTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1031'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, IN TOP OF A 4 BY
 PY1031'12 FOOT BOULDER THAT PROJECTS 24-INCHES ABOVE THE GROUND SURFACE,
 PY1031'23.2 M (76.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.2 M
 PY1031'(13.8 FT) SOUTHWEST OF A TRIPLE TRUNKED LONE PINE TREE.
 PY1031'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0458 ***********************************************************************
 OU0458  DESIGNATION -  1 RGB
 OU0458  PID         -  OU0458
 OU0458  STATE/COUNTY-  WY/CONVERSE
 OU0458  USGS QUAD   -  FIDDLEBACK RANCH (1971)
 OU0458
 OU0458                         *CURRENT SURVEY CONTROL
 OU0458  ___________________________________________________________________
 OU0458* NAD 83(1986)-  43 25 19.     (N)    105 02 50.     (W)     SCALED    
 OU0458* NAVD 88     -      1327.935  (meters)    4356.73   (feet)  POSTED    
 OU0458  ___________________________________________________________________
 OU0458  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 OU0458  DYNAMIC HT  -        1327.240 (meters)    4354.45  (feet)  COMP
 OU0458  MODELED GRAV-     980,053.0   (mgal)                       NAVD 88
 OU0458
 OU0458  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0458
 OU0458.The horizontal coordinates were scaled from a topographic map and have
 OU0458.an estimated accuracy of +/- 6 seconds.
 OU0458
 OU0458.The orthometric height was determined by differential leveling
 OU0458.and adjusted by the National Geodetic Survey in 1992..
 OU0458.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0458.rate of 0.0 thru 1.0 mm/km.
 OU0458
 OU0458.The geoid height was determined by GEOID03.
 OU0458
 OU0458.The dynamic height is computed by dividing the NAVD 88
 OU0458.geopotential number by the normal gravity value computed on the
 OU0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0458.degrees latitude (g = 980.6199 gals.).
 OU0458
 OU0458.The modeled gravity was interpolated from observed gravity values.
 OU0458
 OU0458;                    North         East    Units  Estimated Accuracy
 OU0458;SPC WY E     -   324,530.      209,670.      MT  (+/- 180 meters Scaled)
 OU0458
 OU0458                          SUPERSEDED SURVEY CONTROL
 OU0458
 OU0458.No superseded survey control is available for this station.
 OU0458
 OU0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ961076(NAD 83)
 OU0458_MARKER: DB = BENCH MARK DISK
 OU0458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0458_SP_SET: COPPER-CLAD STEEL ROD
 OU0458_STAMPING: 1 RGB 1971
 OU0458_MARK LOGO: USGS  
 OU0458_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0458+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0458
 OU0458  HISTORY     - Date     Condition        Report By
 OU0458  HISTORY     - 1971     MONUMENTED       USGS
 OU0458
 OU0458                          STATION DESCRIPTION
 OU0458
 OU0458'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0458'FROM BILL, WYOMING, PROCEED APPOXIMATELY 21 MILES NORTHEAST ALONG
 OU0458'DULL CENTER ROAD TO ROCHELLE HILLS ROAD, 3.2 MILES WEST OF L.L.
 OU0458'NACHTMAN RANCH, 41 FEET SOUTH OF THE INTERSECTION, 2 FEET NORTH OF A
 OU0458'WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 OU0458'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0673 ***********************************************************************
 NT0673  DESIGNATION -  1 SC
 NT0673  PID         -  NT0673
 NT0673  STATE/COUNTY-  WY/SWEETWATER
 NT0673  USGS QUAD   -  FONTENELLE RESERVOIR SW (1968)
 NT0673
 NT0673                         *CURRENT SURVEY CONTROL
 NT0673  ___________________________________________________________________
 NT0673* NAD 83(1986)-  42 00 12.     (N)    110 10 01.     (W)     SCALED    
 NT0673* NAVD 88     -      2040.311  (meters)    6693.92   (feet)  ADJUSTED  
 NT0673  ___________________________________________________________________
 NT0673  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NT0673  DYNAMIC HT  -        2038.613 (meters)    6688.35  (feet)  COMP
 NT0673  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 NT0673
 NT0673  VERT ORDER  -  THIRD
 NT0673
 NT0673.The horizontal coordinates were scaled from a topographic map and have
 NT0673.an estimated accuracy of +/- 6 seconds.
 NT0673
 NT0673.The orthometric height was determined by differential leveling
 NT0673.and adjusted by the National Geodetic Survey in December 1993..
 NT0673
 NT0673.The geoid height was determined by GEOID03.
 NT0673
 NT0673.The dynamic height is computed by dividing the NAVD 88
 NT0673.geopotential number by the normal gravity value computed on the
 NT0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0673.degrees latitude (g = 980.6199 gals.).
 NT0673
 NT0673.The modeled gravity was interpolated from observed gravity values.
 NT0673
 NT0673;                    North         East    Units  Estimated Accuracy
 NT0673;SPC WYWC     -   167,920.      482,620.      MT  (+/- 180 meters Scaled)
 NT0673
 NT0673                          SUPERSEDED SURVEY CONTROL
 NT0673
 NT0673  NGVD 29 (??/??/92) 2038.97   (m)         6689.5    (f) COMPUTED    3 0
 NT0673
 NT0673.Superseded values are not recommended for survey control.
 NT0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0673.See file dsdata.txt to determine how the superseded data were derived.
 NT0673
 NT0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM689504(NAD 83)
 NT0673_MARKER: DB = BENCH MARK DISK
 NT0673_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NT0673_SP_SET: COPPER-CLAD STEEL ROD
 NT0673_STAMPING: 1 SC 1969
 NT0673_MARK LOGO: USGS  
 NT0673_MAGNETIC: I = MARKER IS A STEEL ROD
 NT0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0673+SATELLITE: SATELLITE OBSERVATIONS - 1969
 NT0673
 NT0673  HISTORY     - Date     Condition        Report By
 NT0673  HISTORY     - 1969     MONUMENTED       USGS
 NT0673
 NT0673                          STATION DESCRIPTION
 NT0673
 NT0673'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NT0673'FROM KEMMERER, WYOMING POST OFFICE, PROCEED 27.7 MILES NORTHEASTERLY
 NT0673'ALONG U S HIGHWAY 189, 7.6 MILES NORTHEAST FROM A JUNCTION OF OPAL
 NT0673'CUTOFF(ROAD 1208) ON A LOW SANDY RIDGE OPPOSITE OF A SNOW FENCE
 NT0673'NORTH, 102 FEET SOUTH AND 5 FEET HIGHER THAN HIGHWAY 189, ENCASED IN
 NT0673'AN 8 INCH TILE AND NEAR A STEEL FENCE POST AND SIGN, SET IN A
 NT0673'COPPER-CLAD STEEL ROD DRIVEN 7.5 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0490 ***********************************************************************
 OU0490  DESIGNATION -  1 SJS
 OU0490  PID         -  OU0490
 OU0490  STATE/COUNTY-  WY/CONVERSE
 OU0490  USGS QUAD   -  TIN CAN LAKE (1971)
 OU0490
 OU0490                         *CURRENT SURVEY CONTROL
 OU0490  ___________________________________________________________________
 OU0490* NAD 83(1986)-  43 15 41.     (N)    105 09 28.     (W)     SCALED    
 OU0490* NAVD 88     -      1436.853  (meters)    4714.08   (feet)  ADJUSTED  
 OU0490  ___________________________________________________________________
 OU0490  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 OU0490  DYNAMIC HT  -        1436.064 (meters)    4711.49  (feet)  COMP
 OU0490  MODELED GRAV-     980,020.9   (mgal)                       NAVD 88
 OU0490
 OU0490  VERT ORDER  -  THIRD
 OU0490
 OU0490.The horizontal coordinates were scaled from a topographic map and have
 OU0490.an estimated accuracy of +/- 6 seconds.
 OU0490
 OU0490.The orthometric height was determined by differential leveling
 OU0490.and adjusted by the National Geodetic Survey in December 1993..
 OU0490
 OU0490.The geoid height was determined by GEOID03.
 OU0490
 OU0490.The dynamic height is computed by dividing the NAVD 88
 OU0490.geopotential number by the normal gravity value computed on the
 OU0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0490.degrees latitude (g = 980.6199 gals.).
 OU0490
 OU0490.The modeled gravity was interpolated from observed gravity values.
 OU0490
 OU0490;                    North         East    Units  Estimated Accuracy
 OU0490;SPC WY E     -   306,690.      200,720.      MT  (+/- 180 meters Scaled)
 OU0490
 OU0490                          SUPERSEDED SURVEY CONTROL
 OU0490
 OU0490.No superseded survey control is available for this station.
 OU0490
 OU0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH871898(NAD 83)
 OU0490_MARKER: DB = BENCH MARK DISK
 OU0490_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0490+WITH SETTING: INFORMATION.
 OU0490_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0490_STAMPING: 1 SJS 1970
 OU0490_MARK LOGO: USGS  
 OU0490_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0490
 OU0490  HISTORY     - Date     Condition        Report By
 OU0490  HISTORY     - 1970     MONUMENTED       USGS
 OU0490
 OU0490                          STATION DESCRIPTION
 OU0490
 OU0490'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0490'FROM BILL, WY, PROCEED 5 MILES (8.0 KM) EAST ALONG ROAD TO THE
 OU0490'KETELSEN RANCH, THENCE 2.0 MILES (3.2 KM) MILES NORTH, NEAR THE
 OU0490'SOUTHEAST CORNER OF S.7, T.38 N., R.69 W., APPROXIMATELY 900 FEET
 OU0490'(274.3 M) NORTH OF A WINDMILL, 127 FEET (38.7 M) NORTH AND 66 FEET
 OU0490'(20.1 M) WEST OF A ROAD CROSSING, 9 FEET (2.7 M) EAST OF POWER POLE
 OU0490'NO. 160,000, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND SET ON A
 OU0490'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0332 ***********************************************************************
 NS0332  DESIGNATION -  1 TET
 NS0332  PID         -  NS0332
 NS0332  STATE/COUNTY-  WY/SWEETWATER
 NS0332  USGS QUAD   -  EDEN RESERVOIR WEST (1980)
 NS0332
 NS0332                         *CURRENT SURVEY CONTROL
 NS0332  ___________________________________________________________________
 NS0332* NAD 83(1986)-  42 08 31.     (N)    109 27 40.     (W)     SCALED    
 NS0332* NAVD 88     -      2024.924  (meters)    6643.44   (feet)  ADJUSTED  
 NS0332  ___________________________________________________________________
 NS0332  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NS0332  DYNAMIC HT  -        2023.233 (meters)    6637.89  (feet)  COMP
 NS0332  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 NS0332
 NS0332  VERT ORDER  -  THIRD
 NS0332
 NS0332.The horizontal coordinates were scaled from a topographic map and have
 NS0332.an estimated accuracy of +/- 6 seconds.
 NS0332
 NS0332.The orthometric height was determined by differential leveling
 NS0332.and adjusted by the National Geodetic Survey in December 1993..
 NS0332
 NS0332.The geoid height was determined by GEOID03.
 NS0332
 NS0332.The dynamic height is computed by dividing the NAVD 88
 NS0332.geopotential number by the normal gravity value computed on the
 NS0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0332.degrees latitude (g = 980.6199 gals.).
 NS0332
 NS0332.The modeled gravity was interpolated from observed gravity values.
 NS0332
 NS0332;                    North         East    Units  Estimated Accuracy
 NS0332;SPC WYWC     -   182,590.      541,220.      MT  (+/- 180 meters Scaled)
 NS0332
 NS0332                          SUPERSEDED SURVEY CONTROL
 NS0332
 NS0332  NGVD 29 (??/??/92) 2023.64   (m)         6639.2    (f) COMPUTED    3 0
 NS0332
 NS0332.Superseded values are not recommended for survey control.
 NS0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0332.See file dsdata.txt to determine how the superseded data were derived.
 NS0332
 NS0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM271666(NAD 83)
 NS0332_MARKER: DB = BENCH MARK DISK
 NS0332_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NS0332_SP_SET: HEADWALL CONCRETE WATER SIPHON
 NS0332_STAMPING: 1 TET 1968
 NS0332_MARK LOGO: USGS  
 NS0332_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NS0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0332+STABILITY: SURFACE MOTION
 NS0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0332+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0332
 NS0332  HISTORY     - Date     Condition        Report By
 NS0332  HISTORY     - 1968     MONUMENTED       USGS
 NS0332
 NS0332                          STATION DESCRIPTION
 NS0332
 NS0332'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0332'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, NEAR
 NS0332'THE CENTER OF SECTION 16/TOWNSHIP 25 NORTH/RANGE 106 WEST, 78 FEET
 NS0332'EAST OF THE CENTERLINE OF THE HIGHWAY AT A ROAD FORK NORTHWEST, IN
 NS0332'THE SOUTHWEST CORNER OF THE EAST HEADWALL OF A CONCRETE WATER SIPHON
 NS0332'NUMBER P-10-55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0735 ***********************************************************************
 MO0735  DESIGNATION -  1 VLG
 MO0735  PID         -  MO0735
 MO0735  STATE/COUNTY-  WY/ALBANY
 MO0735  USGS QUAD   -  SYBILLE SPRINGS (1981)
 MO0735
 MO0735                         *CURRENT SURVEY CONTROL
 MO0735  ___________________________________________________________________
 MO0735* NAD 83(1986)-  41 41 06.     (N)    105 31 19.     (W)     SCALED    
 MO0735* NAVD 88     -      2183.056  (meters)    7162.24   (feet)  ADJUSTED  
 MO0735  ___________________________________________________________________
 MO0735  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 MO0735  DYNAMIC HT  -        2181.302 (meters)    7156.49  (feet)  COMP
 MO0735  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 MO0735
 MO0735  VERT ORDER  -  SECOND    CLASS 0
 MO0735
 MO0735.The horizontal coordinates were scaled from a topographic map and have
 MO0735.an estimated accuracy of +/- 6 seconds.
 MO0735
 MO0735.The orthometric height was determined by differential leveling
 MO0735.and adjusted by the National Geodetic Survey in June 1991..
 MO0735
 MO0735.The geoid height was determined by GEOID03.
 MO0735
 MO0735.The dynamic height is computed by dividing the NAVD 88
 MO0735.geopotential number by the normal gravity value computed on the
 MO0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0735.degrees latitude (g = 980.6199 gals.).
 MO0735
 MO0735.The modeled gravity was interpolated from observed gravity values.
 MO0735
 MO0735;                    North         East    Units  Estimated Accuracy
 MO0735;SPC WY E     -   131,650.      170,420.      MT  (+/- 180 meters Scaled)
 MO0735
 MO0735                          SUPERSEDED SURVEY CONTROL
 MO0735
 MO0735  NGVD 29 (??/??/92) 2182.065  (m)         7158.99   (f) ADJ UNCH    2 0
 MO0735
 MO0735.Superseded values are not recommended for survey control.
 MO0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0735.See file dsdata.txt to determine how the superseded data were derived.
 MO0735
 MO0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG565149(NAD 83)
 MO0735_MARKER: DD = SURVEY DISK
 MO0735_SETTING: 66 = SET IN ROCK OUTCROP
 MO0735_SP_SET: OUTCROP
 MO0735_STAMPING: 1 VLG 1953 7159
 MO0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0735+STABILITY: POSITION/ELEVATION WELL
 MO0735
 MO0735  HISTORY     - Date     Condition        Report By
 MO0735  HISTORY     - 1953     MONUMENTED       CGS
 MO0735  HISTORY     - 1966     GOOD             NGS
 MO0735
 MO0735                          STATION DESCRIPTION
 MO0735
 MO0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0735'14.3 MI NE FROM BOSLER.
 MO0735'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0735'BOSLER, THENCE 12.35 MILES NORTHEAST ALONG STATE HIGHWAY 34,
 MO0735'AT THE SOUTHWEST END OF A CURVE, AT THE JUNCTION OF A DIRT
 MO0735'ROAD NORTHWEST, 0.2 MILE SOUTHWEST OF THE SUMMIT OF MORTON
 MO0735'PASS, IN THE TOP OF A RED OUTCROP PROJECTING ABOUT 1/2 FOOT,
 MO0735'41 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET
 MO0735'NORTHEAST OF THE EXTENDED CENTER LINE OF THE ROAD, 37.3 FEET
 MO0735'NORTHWEST OF A FENCE, 8.8 FEET WEST OF A WITNESS POST, AND ABOUT
 MO0735'5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0495 ***********************************************************************
 MO0495  DESIGNATION -  1 WEW
 MO0495  PID         -  MO0495
 MO0495  STATE/COUNTY-  WY/LARAMIE
 MO0495  USGS QUAD   -  FARTHING (1978)
 MO0495
 MO0495                         *CURRENT SURVEY CONTROL
 MO0495  ___________________________________________________________________
 MO0495* NAD 83(1986)-  41 30 05.     (N)    105 13 13.     (W)     SCALED    
 MO0495* NAVD 88     -      2005.973  (meters)    6581.26   (feet)  ADJUSTED  
 MO0495  ___________________________________________________________________
 MO0495  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 MO0495  DYNAMIC HT  -        2004.284 (meters)    6575.72  (feet)  COMP
 MO0495  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 MO0495
 MO0495  VERT ORDER  -  FIRST     CLASS II
 MO0495
 MO0495.The horizontal coordinates were scaled from a topographic map and have
 MO0495.an estimated accuracy of +/- 6 seconds.
 MO0495
 MO0495.The orthometric height was determined by differential leveling
 MO0495.and adjusted by the National Geodetic Survey in June 1991..
 MO0495
 MO0495.The geoid height was determined by GEOID03.
 MO0495
 MO0495.The dynamic height is computed by dividing the NAVD 88
 MO0495.geopotential number by the normal gravity value computed on the
 MO0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0495.degrees latitude (g = 980.6199 gals.).
 MO0495
 MO0495.The modeled gravity was interpolated from observed gravity values.
 MO0495
 MO0495;                    North         East    Units  Estimated Accuracy
 MO0495;SPC WY E     -   111,200.      195,520.      MT  (+/- 180 meters Scaled)
 MO0495
 MO0495                          SUPERSEDED SURVEY CONTROL
 MO0495
 MO0495  NGVD 29 (??/??/92) 2004.94   (m)         6577.9    (f) COMPUTED    1 2
 MO0495
 MO0495.Superseded values are not recommended for survey control.
 MO0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0495.See file dsdata.txt to determine how the superseded data were derived.
 MO0495
 MO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF816944(NAD 83)
 MO0495_MARKER: DD = SURVEY DISK
 MO0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0495_SP_SET: ABUTMENT
 MO0495_STAMPING: 1 W E W 1953 6578
 MO0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0495
 MO0495  HISTORY     - Date     Condition        Report By
 MO0495  HISTORY     - 1953     MONUMENTED       USGS
 MO0495  HISTORY     - 1954     GOOD             NGS
 MO0495
 MO0495                          STATION DESCRIPTION
 MO0495
 MO0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0495'6.9 MI NW FROM HORSE CREEK.
 MO0495'6.9 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0495'THE STATION AT HORSE CREEK, AT TRESTLE 159.25, 9.5 FEET WEST
 MO0495'OF THE WEST RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 MO0495'TOP OF THE WEST END OF THE SOUTH CONCRETE SLAB OF A RETAINING WALL
 MO0495'WHICH FORMS AN ABUTMENT FOR THE TRESTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0050 ***********************************************************************
 OU0050  DESIGNATION -  1 WWF
 OU0050  PID         -  OU0050
 OU0050  STATE/COUNTY-  WY/WESTON
 OU0050  USGS QUAD   -  NEWCASTLE (1979)
 OU0050
 OU0050                         *CURRENT SURVEY CONTROL
 OU0050  ___________________________________________________________________
 OU0050* NAD 83(1986)-  43 51 16.     (N)    104 12 08.     (W)     SCALED    
 OU0050* NAVD 88     -      1329.049  (meters)    4360.39   (feet)  ADJUSTED  
 OU0050  ___________________________________________________________________
 OU0050  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 OU0050  DYNAMIC HT  -        1328.454 (meters)    4358.44  (feet)  COMP
 OU0050  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 OU0050
 OU0050  VERT ORDER  -  FIRST     CLASS II
 OU0050
 OU0050.The horizontal coordinates were scaled from a topographic map and have
 OU0050.an estimated accuracy of +/- 6 seconds.
 OU0050
 OU0050.The orthometric height was determined by differential leveling
 OU0050.and adjusted by the National Geodetic Survey in June 1991..
 OU0050.WARNING-Repeat measurements at this control monument indicate possible
 OU0050.vertical movement.
 OU0050
 OU0050.The geoid height was determined by GEOID03.
 OU0050
 OU0050.The dynamic height is computed by dividing the NAVD 88
 OU0050.geopotential number by the normal gravity value computed on the
 OU0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0050.degrees latitude (g = 980.6199 gals.).
 OU0050
 OU0050.The modeled gravity was interpolated from observed gravity values.
 OU0050
 OU0050;                    North         East    Units  Estimated Accuracy
 OU0050;SPC WY E     -   373,030.      277,540.      MT  (+/- 180 meters Scaled)
 OU0050
 OU0050                          SUPERSEDED SURVEY CONTROL
 OU0050
 OU0050  NGVD 29 (??/??/92) 1328.422  (m)         4358.33   (f) ADJ UNCH    1 2
 OU0050
 OU0050.Superseded values are not recommended for survey control.
 OU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0050.See file dsdata.txt to determine how the superseded data were derived.
 OU0050
 OU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ641560(NAD 83)
 OU0050_MARKER: DD = SURVEY DISK
 OU0050_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OU0050_SP_SET: COURTHOUSE STEP
 OU0050_STAMPING: 4358 1 WWF 1949
 OU0050_MARK LOGO: USGS  
 OU0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0050
 OU0050  HISTORY     - Date     Condition        Report By
 OU0050  HISTORY     - 1949     MONUMENTED       USGS
 OU0050  HISTORY     - 1957     GOOD             NGS
 OU0050  HISTORY     - 1985     GOOD             NGS
 OU0050  HISTORY     - 19920804 GOOD             NGS
 OU0050
 OU0050                          STATION DESCRIPTION
 OU0050
 OU0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0050'AT NEWCASTLE.
 OU0050'AT NEWCASTLE, IN SECTION 29, T.45 N., R.61 W., AT THE WEST
 OU0050'CORNER OF THE INTERSECTION OF SUMMIT AVENUE AND MAIN STREET,
 OU0050'IN THE TOP OF THE SOUTHWEST END OF THE BOTTOM STEP OF THE STEPS
 OU0050'LEADING TO THE SOUTHEAST OR MAIN ENTRANCE OF WESTON COUNTY
 OU0050'COURTHOUSE.
 OU0050
 OU0050                          STATION RECOVERY (1985)
 OU0050
 OU0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0050'RECOVERED IN GOOD CONDITION.
 OU0050
 OU0050                          STATION RECOVERY (1992)
 OU0050
 OU0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 OU0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1142 ***********************************************************************
 PY1142  DESIGNATION -  10 1
 PY1142  PID         -  PY1142
 PY1142  STATE/COUNTY-  WY/TETON
 PY1142  USGS QUAD   -  OLD FAITHFUL (1986)
 PY1142
 PY1142                         *CURRENT SURVEY CONTROL
 PY1142  ___________________________________________________________________
 PY1142* NAD 83(1986)-  44 27 26.     (N)    110 50 13.     (W)     SCALED    
 PY1142* NAVD 88     -      2238.668  (meters)    7344.70   (feet)  ADJUSTED  
 PY1142  ___________________________________________________________________
 PY1142  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PY1142  DYNAMIC HT  -        2237.229 (meters)    7339.98  (feet)  COMP
 PY1142  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 PY1142
 PY1142  VERT ORDER  -  FIRST     CLASS II
 PY1142
 PY1142.The horizontal coordinates were scaled from a topographic map and have
 PY1142.an estimated accuracy of +/- 6 seconds.
 PY1142
 PY1142.The orthometric height was determined by differential leveling
 PY1142.and adjusted by the National Geodetic Survey in June 1991..
 PY1142
 PY1142.The geoid height was determined by GEOID03.
 PY1142
 PY1142.The dynamic height is computed by dividing the NAVD 88
 PY1142.geopotential number by the normal gravity value computed on the
 PY1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1142.degrees latitude (g = 980.6199 gals.).
 PY1142
 PY1142.The modeled gravity was interpolated from observed gravity values.
 PY1142
 PY1142;                    North         East    Units  Estimated Accuracy
 PY1142;SPC WY W     -   539,830.      740,030.      MT  (+/- 180 meters Scaled)
 PY1142
 PY1142                          SUPERSEDED SURVEY CONTROL
 PY1142
 PY1142.No superseded survey control is available for this station.
 PY1142
 PY1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ129226(NAD 83)
 PY1142_MARKER: DD = SURVEY DISK
 PY1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1142_SP_SET: CONCRETE POST
 PY1142_STAMPING: 10-1
 PY1142_MARK LOGO: FHWA  
 PY1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1142+STABILITY: SURFACE MOTION
 PY1142
 PY1142  HISTORY     - Date     Condition        Report By
 PY1142  HISTORY     - 1986     MONUMENTED       FHWA
 PY1142  HISTORY     - 1986     GOOD             USGS
 PY1142
 PY1142                          STATION DESCRIPTION
 PY1142
 PY1142'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1142'30.4 KM (18.90 MI) NW FROM WEST THUMB JUNCTION.
 PY1142'0.5 MI EAST OF THE OVERPASS TO OLD FAITHFUL AND 17.46 MI WEST OF WEST
 PY1142'THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), ABOUT 150 FEET NORTH OF
 PY1142'THE CENTERLINE OF THE HIGHWAY, A STANDARD FEDERAL HIGHWAY
 PY1142'ADMINISTRATION BRASS CAP IN A CONCRETE MONUMENT MARKED BY A METAL
 PY1142'FENCE POST 3.1 FEET AWAY ON A BEARING OF SOUTH 65 DEGREES WEST.
 PY1142'CHAIN TIES--(1) FROM THE POINT TO AN 8-INCH LODGEPOLE PINE, SOUTH 12
 PY1142'DEGREES EAST, 62.1 FEET, (2) FROM THE POINT TO ANOTHER 8-INCH LODGEPOL
 PY1142'PINE, NORTH 68 DEGREES EAST, 33.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0954 ***********************************************************************
 PY0954  DESIGNATION -  10 11
 PY0954  PID         -  PY0954
 PY0954  STATE/COUNTY-  WY/PARK
 PY0954  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0954
 PY0954                         *CURRENT SURVEY CONTROL
 PY0954  ___________________________________________________________________
 PY0954* NAD 83(1986)-  44 42 18.     (N)    110 44 42.     (W)     SCALED    
 PY0954* NAVD 88     -      2239.203  (meters)    7346.45   (feet)  ADJUSTED  
 PY0954  ___________________________________________________________________
 PY0954  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 PY0954  DYNAMIC HT  -        2237.836 (meters)    7341.97  (feet)  COMP
 PY0954  MODELED GRAV-     979,926.1   (mgal)                       NAVD 88
 PY0954
 PY0954  VERT ORDER  -  FIRST     CLASS II
 PY0954
 PY0954.The horizontal coordinates were scaled from a topographic map and have
 PY0954.an estimated accuracy of +/- 6 seconds.
 PY0954
 PY0954.The orthometric height was determined by differential leveling
 PY0954.and adjusted by the National Geodetic Survey in June 1991..
 PY0954
 PY0954.The geoid height was determined by GEOID03.
 PY0954
 PY0954.The dynamic height is computed by dividing the NAVD 88
 PY0954.geopotential number by the normal gravity value computed on the
 PY0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0954.degrees latitude (g = 980.6199 gals.).
 PY0954
 PY0954.The modeled gravity was interpolated from observed gravity values.
 PY0954
 PY0954;                    North         East    Units  Estimated Accuracy
 PY0954;SPC WYWC     -   469,020.      441,910.      MT  (+/- 180 meters Scaled)
 PY0954
 PY0954                          SUPERSEDED SURVEY CONTROL
 PY0954
 PY0954  NGVD 29 (08/20/92) 2237.882  (m)         7342.12   (f) ADJUSTED    1 2
 PY0954
 PY0954.Superseded values are not recommended for survey control.
 PY0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0954.See file dsdata.txt to determine how the superseded data were derived.
 PY0954
 PY0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ202502(NAD 83)
 PY0954_MARKER: DB = BENCH MARK DISK
 PY0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0954_SP_SET: CONCRETE POST
 PY0954_STAMPING: 10-11 1986
 PY0954_MARK LOGO: FHWA  
 PY0954_PROJECTION: PROJECTING 1 CENTIMETERS
 PY0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0954+STABILITY: SURFACE MOTION
 PY0954
 PY0954  HISTORY     - Date     Condition        Report By
 PY0954  HISTORY     - 1986     MONUMENTED       FHWA
 PY0954  HISTORY     - 1987     GOOD             NGS
 PY0954
 PY0954                          STATION DESCRIPTION
 PY0954
 PY0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0954'4.5 KM (2.80 MI) SOUTH FROM NORRIS JUNCTION.
 PY0954'4.5 KM (2.80 MI) SOUTHERLY ALONG NORRIS JUNCTION-MADISON JUNCTION
 PY0954'HIGHWAY FROM THE MUSEUM AT NORRIS JUNCTION, ACROSS THE HIGHWAY FROM A
 PY0954'PULLOUT AND SERVICE ROAD, 15.1 M (49.5 FT) WEST OF THE CENTERLINE OF
 PY0954'THE HIGHWAY, AND 1.0 M (3.3 FT) EAST OF A METAL POST.
 PY0954'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0955 ***********************************************************************
 PY0955  DESIGNATION -  10 12
 PY0955  PID         -  PY0955
 PY0955  STATE/COUNTY-  WY/PARK
 PY0955  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0955
 PY0955                         *CURRENT SURVEY CONTROL
 PY0955  ___________________________________________________________________
 PY0955* NAD 83(1986)-  44 43 36.     (N)    110 41 18.     (W)     SCALED    
 PY0955* NAVD 88     -      2284.485  (meters)    7495.01   (feet)  ADJUSTED  
 PY0955  ___________________________________________________________________
 PY0955  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0955  DYNAMIC HT  -        2283.087 (meters)    7490.43  (feet)  COMP
 PY0955  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 PY0955
 PY0955  VERT ORDER  -  FIRST     CLASS II
 PY0955
 PY0955.The horizontal coordinates were scaled from a topographic map and have
 PY0955.an estimated accuracy of +/- 6 seconds.
 PY0955
 PY0955.The orthometric height was determined by differential leveling
 PY0955.and adjusted by the National Geodetic Survey in June 1991..
 PY0955
 PY0955.The geoid height was determined by GEOID03.
 PY0955
 PY0955.The dynamic height is computed by dividing the NAVD 88
 PY0955.geopotential number by the normal gravity value computed on the
 PY0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0955.degrees latitude (g = 980.6199 gals.).
 PY0955
 PY0955.The modeled gravity was interpolated from observed gravity values.
 PY0955
 PY0955;                    North         East    Units  Estimated Accuracy
 PY0955;SPC WYWC     -   471,320.      446,450.      MT  (+/- 180 meters Scaled)
 PY0955
 PY0955                          SUPERSEDED SURVEY CONTROL
 PY0955
 PY0955  NGVD 29 (08/20/92) 2283.160  (m)         7490.67   (f) ADJUSTED    1 2
 PY0955
 PY0955.Superseded values are not recommended for survey control.
 PY0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0955.See file dsdata.txt to determine how the superseded data were derived.
 PY0955
 PY0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ246526(NAD 83)
 PY0955_MARKER: DB = BENCH MARK DISK
 PY0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0955_SP_SET: CONCRETE POST
 PY0955_STAMPING: 10-12 1986
 PY0955_MARK LOGO: FHWA  
 PY0955_PROJECTION: FLUSH
 PY0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0955+STABILITY: SURFACE MOTION
 PY0955
 PY0955  HISTORY     - Date     Condition        Report By
 PY0955  HISTORY     - 1986     MONUMENTED       FHWA
 PY0955  HISTORY     - 1987     GOOD             NGS
 PY0955
 PY0955                          STATION DESCRIPTION
 PY0955
 PY0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0955'1.1 KM (0.70 MI) EAST FROM NORRIS JUNCTION.
 PY0955'1.1 KM (0.70 MI) EASTERLY ALONG CANYON VILLAGE HIGHWAY FROM THE
 PY0955'MUSEUM AT NORRIS JUNCTION, 0.1 KM (0.05 MI) EAST OF THE INTERSECTION
 PY0955'OF THE GIBBON RIVER, 10.4 M (34.1 FT) SOUTHWEST OF A SIGN (NORRIS
 PY0955'PICNIC AREA), AND 6.1 M (20.0 FT) SOUTH OF THE CENTERLINE OF THE
 PY0955'HIGHWAY.
 PY0955'THE MARK IS 1.3 METERS  N FROM  A WITNESS POST
 PY0955'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0977 ***********************************************************************
 PY0977  DESIGNATION -  10 17
 PY0977  PID         -  PY0977
 PY0977  STATE/COUNTY-  WY/PARK
 PY0977  USGS QUAD   -  MAMMOTH (1986)
 PY0977
 PY0977                         *CURRENT SURVEY CONTROL
 PY0977  ___________________________________________________________________
 PY0977* NAD 83(1986)-  44 55 55.     (N)    110 43 38.     (W)     SCALED    
 PY0977* NAVD 88     -      2217.602  (meters)    7275.58   (feet)  ADJUSTED  
 PY0977  ___________________________________________________________________
 PY0977  GEOID HEIGHT-          -8.49  (meters)                     GEOID03
 PY0977  DYNAMIC HT  -        2216.328 (meters)    7271.40  (feet)  COMP
 PY0977  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 PY0977
 PY0977  VERT ORDER  -  FIRST     CLASS II
 PY0977
 PY0977.The horizontal coordinates were scaled from a topographic map and have
 PY0977.an estimated accuracy of +/- 6 seconds.
 PY0977
 PY0977.The orthometric height was determined by differential leveling
 PY0977.and adjusted by the National Geodetic Survey in June 1991..
 PY0977
 PY0977.The geoid height was determined by GEOID03.
 PY0977
 PY0977.The dynamic height is computed by dividing the NAVD 88
 PY0977.geopotential number by the normal gravity value computed on the
 PY0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0977.degrees latitude (g = 980.6199 gals.).
 PY0977
 PY0977.The modeled gravity was interpolated from observed gravity values.
 PY0977
 PY0977;                    North         East    Units  Estimated Accuracy
 PY0977;SPC WYWC     -   494,200.      443,930.      MT  (+/- 180 meters Scaled)
 PY0977
 PY0977                          SUPERSEDED SURVEY CONTROL
 PY0977
 PY0977  NGVD 29 (08/20/92) 2216.303  (m)         7271.32   (f) ADJUSTED    1 2
 PY0977
 PY0977.Superseded values are not recommended for survey control.
 PY0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0977.See file dsdata.txt to determine how the superseded data were derived.
 PY0977
 PY0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ215754(NAD 83)
 PY0977_MARKER: DB = BENCH MARK DISK
 PY0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0977_SP_SET: CONCRETE POST
 PY0977_STAMPING: 10-17 1986
 PY0977_MARK LOGO: FHWA  
 PY0977_PROJECTION: FLUSH
 PY0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0977+STABILITY: SURFACE MOTION
 PY0977
 PY0977  HISTORY     - Date     Condition        Report By
 PY0977  HISTORY     - 1986     MONUMENTED       FHWA
 PY0977  HISTORY     - 1987     GOOD             NGS
 PY0977
 PY0977                          STATION DESCRIPTION
 PY0977
 PY0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0977'8.0 KM (4.95 MI) SOUTH FROM MAMMOTH HOT SPRINGS.
 PY0977'8.0 KM (4.95 MI) SOUTHERLY ALONG MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0977'HIGHWAY FROM THE POST OFFICE IN MAMMOTH HOT SPRINGS, 35.6 M (116.8
 PY0977'FT) NORTHEAST OF THE NORTH END OF A PAVED HIGHWAY PULLOUT ON THE WEST
 PY0977'SIDE OF THE HIGHWAY, AND 18.4 M (60.4 FT) EAST OF THE CENTERLINE OF
 PY0977'THE HIGHWAY.
 PY0977'THE MARK IS 1.4 METERS  E FROM  A WITNESS POST
 PY0977'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1016 ***********************************************************************
 PY1016  DESIGNATION -  10 19
 PY1016  PID         -  PY1016
 PY1016  STATE/COUNTY-  WY/PARK
 PY1016  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY1016
 PY1016                         *CURRENT SURVEY CONTROL
 PY1016  ___________________________________________________________________
 PY1016* NAD 83(1986)-  44 56 58.     (N)    110 36 55.     (W)     SCALED    
 PY1016* NAVD 88     -      2029.064  (meters)    6657.02   (feet)  ADJUSTED  
 PY1016  ___________________________________________________________________
 PY1016  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY1016  DYNAMIC HT  -        2027.966 (meters)    6653.42  (feet)  COMP
 PY1016  MODELED GRAV-     980,003.1   (mgal)                       NAVD 88
 PY1016
 PY1016  VERT ORDER  -  FIRST     CLASS II
 PY1016
 PY1016.The horizontal coordinates were scaled from a topographic map and have
 PY1016.an estimated accuracy of +/- 6 seconds.
 PY1016
 PY1016.The orthometric height was determined by differential leveling
 PY1016.and adjusted by the National Geodetic Survey in June 1991..
 PY1016
 PY1016.The geoid height was determined by GEOID03.
 PY1016
 PY1016.The dynamic height is computed by dividing the NAVD 88
 PY1016.geopotential number by the normal gravity value computed on the
 PY1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1016.degrees latitude (g = 980.6199 gals.).
 PY1016
 PY1016.The modeled gravity was interpolated from observed gravity values.
 PY1016
 PY1016;                    North         East    Units  Estimated Accuracy
 PY1016;SPC WYWC     -   495,940.      452,810.      MT  (+/- 180 meters Scaled)
 PY1016
 PY1016                          SUPERSEDED SURVEY CONTROL
 PY1016
 PY1016  NGVD 29 (08/20/92) 2027.818  (m)         6652.93   (f) ADJUSTED    1 2
 PY1016
 PY1016.Superseded values are not recommended for survey control.
 PY1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1016.See file dsdata.txt to determine how the superseded data were derived.
 PY1016
 PY1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ303774(NAD 83)
 PY1016_MARKER: DB = BENCH MARK DISK
 PY1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1016_SP_SET: CONCRETE POST
 PY1016_STAMPING: 10-19 1986
 PY1016_MARK LOGO: FHWA  
 PY1016_PROJECTION: FLUSH
 PY1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1016+STABILITY: SURFACE MOTION
 PY1016
 PY1016  HISTORY     - Date     Condition        Report By
 PY1016  HISTORY     - 1986     MONUMENTED       FHWA
 PY1016  HISTORY     - 1987     GOOD             NGS
 PY1016
 PY1016                          STATION DESCRIPTION
 PY1016
 PY1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1016'9.3 KM (5.80 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1016'9.3 KM (5.80 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1016'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, 2.0 KM
 PY1016'(1.25 MI) EAST OF THE INTERSECTION OF LAVA CREEK, AT A SMALL HIGHWAY
 PY1016'PULLOUT ON THE NORTHWEST SIDE OF THE HIGHWAY, 16.4 M (53.8 FT)
 PY1016'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.4 M (4.6 FT)
 PY1016'NORTHWEST OF A METAL FENCE POST.
 PY1016'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0778 ***********************************************************************
 PY0778  DESIGNATION -  10 2
 PY0778  PID         -  PY0778
 PY0778  STATE/COUNTY-  WY/TETON
 PY0778  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0778
 PY0778                         *CURRENT SURVEY CONTROL
 PY0778  ___________________________________________________________________
 PY0778* NAD 83(1986)-  44 27 34.     (N)    110 50 42.     (W)     SCALED    
 PY0778* NAVD 88     -      2238.969  (meters)    7345.68   (feet)  ADJUSTED  
 PY0778  ___________________________________________________________________
 PY0778  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PY0778  DYNAMIC HT  -        2237.537 (meters)    7340.99  (feet)  COMP
 PY0778  MODELED GRAV-     979,897.6   (mgal)                       NAVD 88
 PY0778
 PY0778  VERT ORDER  -  FIRST     CLASS II
 PY0778
 PY0778.The horizontal coordinates were scaled from a topographic map and have
 PY0778.an estimated accuracy of +/- 6 seconds.
 PY0778
 PY0778.The orthometric height was determined by differential leveling
 PY0778.and adjusted by the National Geodetic Survey in June 1991..
 PY0778
 PY0778.The geoid height was determined by GEOID03.
 PY0778
 PY0778.The dynamic height is computed by dividing the NAVD 88
 PY0778.geopotential number by the normal gravity value computed on the
 PY0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0778.degrees latitude (g = 980.6199 gals.).
 PY0778
 PY0778.The modeled gravity was interpolated from observed gravity values.
 PY0778
 PY0778;                    North         East    Units  Estimated Accuracy
 PY0778;SPC WY W     -   540,080.      739,390.      MT  (+/- 180 meters Scaled)
 PY0778
 PY0778                          SUPERSEDED SURVEY CONTROL
 PY0778
 PY0778  NGVD 29 (08/20/92) 2237.640  (m)         7341.32   (f) ADJUSTED    1 2
 PY0778
 PY0778.Superseded values are not recommended for survey control.
 PY0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0778.See file dsdata.txt to determine how the superseded data were derived.
 PY0778
 PY0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ123229(NAD 83)
 PY0778_MARKER: DB = BENCH MARK DISK
 PY0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0778_SP_SET: CONCRETE POST
 PY0778_STAMPING: 10-2 1986
 PY0778_MARK LOGO: FHWA  
 PY0778_PROJECTION: FLUSH
 PY0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0778+STABILITY: SURFACE MOTION
 PY0778
 PY0778  HISTORY     - Date     Condition        Report By
 PY0778  HISTORY     - 1986     MONUMENTED       FHWA
 PY0778  HISTORY     - 1987     GOOD             NGS
 PY0778
 PY0778                          STATION DESCRIPTION
 PY0778
 PY0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0778'24.8 KM (15.40 MI) SOUTH FROM MADISON JUNCTION.
 PY0778'24.8 KM (15.40 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB
 PY0778'HIGHWAY FROM ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE
 PY0778'HIGHWAY IN MADISON JUNCTION, 5.1 M (16.7 FT) EAST OF THE CENTER OF A
 PY0778'PAVED ROAD LEADING TO OLD FAITHFUL, AND 2.1 M (6.9 FT) SOUTH OF THE
 PY0778'SOUTHEAST END OF THE OLD FAITHFUL OVERPASS.
 PY0778'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0971 ***********************************************************************
 PY0971  DESIGNATION -  10 26
 PY0971  PID         -  PY0971
 PY0971  STATE/COUNTY-  WY/PARK
 PY0971  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0971
 PY0971                         *CURRENT SURVEY CONTROL
 PY0971  ___________________________________________________________________
 PY0971* NAD 83(1986)-  44 44 08.     (N)    110 30 15.     (W)     SCALED    
 PY0971* NAVD 88     -      2405.516  (meters)    7892.10   (feet)  ADJUSTED  
 PY0971  ___________________________________________________________________
 PY0971  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 PY0971  DYNAMIC HT  -        2403.974 (meters)    7887.04  (feet)  COMP
 PY0971  MODELED GRAV-     979,889.0   (mgal)                       NAVD 88
 PY0971
 PY0971  VERT ORDER  -  FIRST     CLASS II
 PY0971
 PY0971.The horizontal coordinates were scaled from a topographic map and have
 PY0971.an estimated accuracy of +/- 6 seconds.
 PY0971
 PY0971.The orthometric height was determined by differential leveling
 PY0971.and adjusted by the National Geodetic Survey in June 1991..
 PY0971
 PY0971.The geoid height was determined by GEOID03.
 PY0971
 PY0971.The dynamic height is computed by dividing the NAVD 88
 PY0971.geopotential number by the normal gravity value computed on the
 PY0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0971.degrees latitude (g = 980.6199 gals.).
 PY0971
 PY0971.The modeled gravity was interpolated from observed gravity values.
 PY0971
 PY0971;                    North         East    Units  Estimated Accuracy
 PY0971;SPC WYWC     -   471,980.      461,060.      MT  (+/- 180 meters Scaled)
 PY0971
 PY0971                          SUPERSEDED SURVEY CONTROL
 PY0971
 PY0971  NGVD 29 (08/20/92) 2404.141  (m)         7887.59   (f) ADJUSTED    1 2
 PY0971
 PY0971.Superseded values are not recommended for survey control.
 PY0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0971.See file dsdata.txt to determine how the superseded data were derived.
 PY0971
 PY0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ392536(NAD 83)
 PY0971_MARKER: DB = BENCH MARK DISK
 PY0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0971_SP_SET: CONCRETE POST
 PY0971_STAMPING: 10-26 1986
 PY0971_MARK LOGO: FHWA  
 PY0971_PROJECTION: FLUSH
 PY0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0971+STABILITY: SURFACE MOTION
 PY0971
 PY0971  HISTORY     - Date     Condition        Report By
 PY0971  HISTORY     - 1986     MONUMENTED       FHWA
 PY0971  HISTORY     - 1987     GOOD             NGS
 PY0971
 PY0971                          STATION DESCRIPTION
 PY0971
 PY0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0971'0.8 KM (0.50 MI) WEST FROM CANYON VILLAGE.
 PY0971'0.8 KM (0.50 MI) WESTERLY ALONG NORRIS JUNCTION HIGHWAY FROM THE
 PY0971'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, 28.0 M (91.9 FT) NORTH
 PY0971'OF THE CENTERLINE OF THE HIGHWAY, 23.5 M (77.1 FT) WEST OF THE CENTER
 PY0971'OF A HORSE TRAIL, AND 15.4 M (50.5 FT) NORTH OF THE NORTH CURB OF A
 PY0971'PAVED PARKING AREA.
 PY0971'THE MARK IS 0.9 METERS  S FROM  A WITNESS POST
 PY0971'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0875 ***********************************************************************
 PY0875  DESIGNATION -  10 27
 PY0875  PID         -  PY0875
 PY0875  STATE/COUNTY-  WY/PARK
 PY0875  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0875
 PY0875                         *CURRENT SURVEY CONTROL
 PY0875  ___________________________________________________________________
 PY0875* NAD 83(1986)-  44 40 12.     (N)    110 28 18.     (W)     SCALED    
 PY0875* NAVD 88     -      2375.046  (meters)    7792.13   (feet)  ADJUSTED  
 PY0875  ___________________________________________________________________
 PY0875  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0875  DYNAMIC HT  -        2373.486 (meters)    7787.01  (feet)  COMP
 PY0875  MODELED GRAV-     979,875.2   (mgal)                       NAVD 88
 PY0875
 PY0875  VERT ORDER  -  FIRST     CLASS II
 PY0875
 PY0875.The horizontal coordinates were scaled from a topographic map and have
 PY0875.an estimated accuracy of +/- 6 seconds.
 PY0875
 PY0875.The orthometric height was determined by differential leveling
 PY0875.and adjusted by the National Geodetic Survey in June 1991..
 PY0875
 PY0875.The geoid height was determined by GEOID03.
 PY0875
 PY0875.The dynamic height is computed by dividing the NAVD 88
 PY0875.geopotential number by the normal gravity value computed on the
 PY0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0875.degrees latitude (g = 980.6199 gals.).
 PY0875
 PY0875.The modeled gravity was interpolated from observed gravity values.
 PY0875
 PY0875;                    North         East    Units  Estimated Accuracy
 PY0875;SPC WYWC     -   464,640.      463,480.      MT  (+/- 180 meters Scaled)
 PY0875
 PY0875                          SUPERSEDED SURVEY CONTROL
 PY0875
 PY0875  NGVD 29 (08/20/92) 2373.650  (m)         7787.55   (f) ADJUSTED    1 2
 PY0875
 PY0875.Superseded values are not recommended for survey control.
 PY0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0875.See file dsdata.txt to determine how the superseded data were derived.
 PY0875
 PY0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ418464(NAD 83)
 PY0875_MARKER: DB = BENCH MARK DISK
 PY0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0875_SP_SET: CONCRETE POST
 PY0875_STAMPING: 10-27 1986
 PY0875_MARK LOGO: FHWA  
 PY0875_PROJECTION: FLUSH
 PY0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0875+STABILITY: SURFACE MOTION
 PY0875
 PY0875  HISTORY     - Date     Condition        Report By
 PY0875  HISTORY     - 1986     MONUMENTED       FHWA
 PY0875  HISTORY     - 1987     GOOD             NGS
 PY0875
 PY0875                          STATION DESCRIPTION
 PY0875
 PY0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0875'9.3 KM (5.80 MI) SOUTH FROM CANYON VILLAGE.
 PY0875'9.3 KM (5.80 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0875'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, AT THE CREST OF A
 PY0875'HILL, 23.4 M (76.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.0
 PY0875'M (3.3 FT) WEST OF A METAL FENCE POST.
 PY0875'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1135 ***********************************************************************
 PY1135  DESIGNATION -  10 34
 PY1135  PID         -  PY1135
 PY1135  STATE/COUNTY-  WY/TETON
 PY1135  USGS QUAD   -  CRAIG PASS (1986)
 PY1135
 PY1135                         *CURRENT SURVEY CONTROL
 PY1135  ___________________________________________________________________
 PY1135* NAD 83(1986)-  44 26 04.     (N)    110 38 39.     (W)     SCALED    
 PY1135* NAVD 88     -      2551.548  (meters)    8371.20   (feet)  ADJUSTED  
 PY1135  ___________________________________________________________________
 PY1135  GEOID HEIGHT-          -8.72  (meters)                     GEOID03
 PY1135  DYNAMIC HT  -        2549.764 (meters)    8365.35  (feet)  COMP
 PY1135  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 PY1135
 PY1135  VERT ORDER  -  FIRST     CLASS II
 PY1135
 PY1135.The horizontal coordinates were scaled from a topographic map and have
 PY1135.an estimated accuracy of +/- 6 seconds.
 PY1135
 PY1135.The orthometric height was determined by differential leveling
 PY1135.and adjusted by the National Geodetic Survey in June 1991..
 PY1135
 PY1135.The geoid height was determined by GEOID03.
 PY1135
 PY1135.The dynamic height is computed by dividing the NAVD 88
 PY1135.geopotential number by the normal gravity value computed on the
 PY1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1135.degrees latitude (g = 980.6199 gals.).
 PY1135
 PY1135.The modeled gravity was interpolated from observed gravity values.
 PY1135
 PY1135;                    North         East    Units  Estimated Accuracy
 PY1135;SPC WY W     -   537,170.      755,350.      MT  (+/- 180 meters Scaled)
 PY1135
 PY1135                          SUPERSEDED SURVEY CONTROL
 PY1135
 PY1135.No superseded survey control is available for this station.
 PY1135
 PY1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ283201(NAD 83)
 PY1135_MARKER: DD = SURVEY DISK
 PY1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1135_SP_SET: CONCRETE POST
 PY1135_STAMPING: 10-34
 PY1135_MARK LOGO: FHWA  
 PY1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1135+STABILITY: SURFACE MOTION
 PY1135
 PY1135  HISTORY     - Date     Condition        Report By
 PY1135  HISTORY     - 1986     MONUMENTED       FHWA
 PY1135  HISTORY     - 1986     GOOD             USGS
 PY1135
 PY1135                          STATION DESCRIPTION
 PY1135
 PY1135'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1135'7.6 KM (4.70 MI) NW FROM WEST THUMB JUNCTION.
 PY1135'4.2 MI WEST OF WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), ABOUT
 PY1135'350 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, NEAR THE BASE OF A
 PY1135'LOW RIDGE, A STANDARD FEDERAL HIGHWAY ADMINISTRATION BRASS CAP IN A
 PY1135'CONCRETE MONUMENT MARKED BY A METAL FENCE POST 3.0 FEET AWAY ON A
 PY1135'BEARING OF NORTH 20 DEGREES EAST.  CHAIN TIES--(1) FROM THE POINT TO
 PY1135'AN 8-INCH LODGEPOLE PINE, 17 FEET DUE WEST, (2) FROM THE POINT TO
 PY1135'A 4-INCH LODGEPOLE PINE, NORTH 9 DEGREES WEST, 20.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1141 ***********************************************************************
 PY1141  DESIGNATION -  10 35
 PY1141  PID         -  PY1141
 PY1141  STATE/COUNTY-  WY/TETON
 PY1141  USGS QUAD   -  CRAIG PASS (1986)
 PY1141
 PY1141                         *CURRENT SURVEY CONTROL
 PY1141  ___________________________________________________________________
 PY1141* NAD 83(1986)-  44 26 59.     (N)    110 41 30.     (W)     SCALED    
 PY1141* NAVD 88     -      2462.684  (meters)    8079.66   (feet)  ADJUSTED  
 PY1141  ___________________________________________________________________
 PY1141  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 PY1141  DYNAMIC HT  -        2461.007 (meters)    8074.15  (feet)  COMP
 PY1141  MODELED GRAV-     979,847.9   (mgal)                       NAVD 88
 PY1141
 PY1141  VERT ORDER  -  FIRST     CLASS II
 PY1141
 PY1141.The horizontal coordinates were scaled from a topographic map and have
 PY1141.an estimated accuracy of +/- 6 seconds.
 PY1141
 PY1141.The orthometric height was determined by differential leveling
 PY1141.and adjusted by the National Geodetic Survey in June 1991..
 PY1141
 PY1141.The geoid height was determined by GEOID03.
 PY1141
 PY1141.The dynamic height is computed by dividing the NAVD 88
 PY1141.geopotential number by the normal gravity value computed on the
 PY1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1141.degrees latitude (g = 980.6199 gals.).
 PY1141
 PY1141.The modeled gravity was interpolated from observed gravity values.
 PY1141
 PY1141;                    North         East    Units  Estimated Accuracy
 PY1141;SPC WY W     -   538,900.      751,580.      MT  (+/- 180 meters Scaled)
 PY1141
 PY1141                          SUPERSEDED SURVEY CONTROL
 PY1141
 PY1141.No superseded survey control is available for this station.
 PY1141
 PY1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ245218(NAD 83)
 PY1141_MARKER: DD = SURVEY DISK
 PY1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1141_SP_SET: CONCRETE POST
 PY1141_STAMPING: 10-35
 PY1141_MARK LOGO: FHWA  
 PY1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1141+STABILITY: SURFACE MOTION
 PY1141
 PY1141  HISTORY     - Date     Condition        Report By
 PY1141  HISTORY     - 1986     MONUMENTED       FHWA
 PY1141  HISTORY     - 1986     GOOD             USGS
 PY1141
 PY1141                          STATION DESCRIPTION
 PY1141
 PY1141'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1141'15.3 KM (9.50 MI) NW FROM WEST THUMB JUNCTION.
 PY1141'8.5 MI WEST OF WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), ABOUT
 PY1141'14 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, NEAR THE LOG
 PY1141'GUARDRAIL, A STANDARD FEDERAL HIGHWAY ADMINISTRATION BRASS CAP IN A
 PY1141'CONCRETE MONUMENT MARKED BY A METAL FENCE POST 2.3 FEET AWAY ON A
 PY1141'BEARING OF SOUTH 50 DEGREES EAST (NO CHAIN TIES).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0599 ***********************************************************************
 PV0599  DESIGNATION -  10 GRS
 PV0599  PID         -  PV0599
 PV0599  STATE/COUNTY-  WY/CAMPBELL
 PV0599  USGS QUAD   -  SPOTTED HORSE (1971)
 PV0599
 PV0599                         *CURRENT SURVEY CONTROL
 PV0599  ___________________________________________________________________
 PV0599* NAD 83(1986)-  44 42 01.     (N)    105 45 26.     (W)     SCALED    
 PV0599* NAVD 88     -      1312.435  (meters)    4305.88   (feet)  POSTED    
 PV0599  ___________________________________________________________________
 PV0599  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 PV0599  DYNAMIC HT  -        1311.970 (meters)    4304.35  (feet)  COMP
 PV0599  MODELED GRAV-     980,215.3   (mgal)                       NAVD 88
 PV0599
 PV0599  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0599
 PV0599.The horizontal coordinates were scaled from a topographic map and have
 PV0599.an estimated accuracy of +/- 6 seconds.
 PV0599
 PV0599.The orthometric height was determined by differential leveling
 PV0599.and adjusted by the National Geodetic Survey in 1992..
 PV0599.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0599.rate of 0.0 thru 1.0 mm/km.
 PV0599
 PV0599.The geoid height was determined by GEOID03.
 PV0599
 PV0599.The dynamic height is computed by dividing the NAVD 88
 PV0599.geopotential number by the normal gravity value computed on the
 PV0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0599.degrees latitude (g = 980.6199 gals.).
 PV0599
 PV0599.The modeled gravity was interpolated from observed gravity values.
 PV0599
 PV0599;                    North         East    Units  Estimated Accuracy
 PV0599;SPC WY E     -   466,730.      153,200.      MT  (+/- 180 meters Scaled)
 PV0599
 PV0599                          SUPERSEDED SURVEY CONTROL
 PV0599
 PV0599.No superseded survey control is available for this station.
 PV0599
 PV0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK400499(NAD 83)
 PV0599_MARKER: DB = BENCH MARK DISK
 PV0599_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0599_SP_SET: COPPER-CLAD STEEL ROD
 PV0599_STAMPING: 10 GRS 1971
 PV0599_MARK LOGO: USGS  
 PV0599_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0599+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0599
 PV0599  HISTORY     - Date     Condition        Report By
 PV0599  HISTORY     - 1971     MONUMENTED       USGS
 PV0599
 PV0599                          STATION DESCRIPTION
 PV0599
 PV0599'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0599'FROM THE RECLUSE, WYOMING POST OFFICE, PROCEED 4.9 MILES SOUTH ALONG
 PV0599'RECLUSE ROAD TO A JUNCTION WITH U.S. HIGHWAY 14 AND 16, THENCE 1.7
 PV0599'MILES NORTHWEST ALONG U.S. HIGHWAY 14 AND 16 AT SUMMIT OF HIGHWAY,
 PV0599'100 FEET NORTH OF AND 26 FEET HIGHER THAN HIGHWAY ON THE CREST OF A
 PV0599'RIDGE, 2 FEET SOUTH OF THE FENCE LINE, 2 FEET WEST OF A WITNESS POST,
 PV0599'SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0067 ***********************************************************************
 NR0067  DESIGNATION -  10 HA
 NR0067  PID         -  NR0067
 NR0067  STATE/COUNTY-  WY/CARBON
 NR0067  USGS QUAD   -  T B RANCH (1961)
 NR0067
 NR0067                         *CURRENT SURVEY CONTROL
 NR0067  ___________________________________________________________________
 NR0067* NAD 83(1986)-  42 02 50.     (N)    106 11 14.     (W)     SCALED    
 NR0067* NAVD 88     -      2083.553  (meters)    6835.79   (feet)  ADJUSTED  
 NR0067  ___________________________________________________________________
 NR0067  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 NR0067  DYNAMIC HT  -        2081.817 (meters)    6830.09  (feet)  COMP
 NR0067  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 NR0067
 NR0067  VERT ORDER  -  SECOND    CLASS 0
 NR0067
 NR0067.The horizontal coordinates were scaled from a topographic map and have
 NR0067.an estimated accuracy of +/- 6 seconds.
 NR0067
 NR0067.The orthometric height was determined by differential leveling
 NR0067.and adjusted by the National Geodetic Survey in June 1991..
 NR0067
 NR0067.The geoid height was determined by GEOID03.
 NR0067
 NR0067.The dynamic height is computed by dividing the NAVD 88
 NR0067.geopotential number by the normal gravity value computed on the
 NR0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0067.degrees latitude (g = 980.6199 gals.).
 NR0067
 NR0067.The modeled gravity was interpolated from observed gravity values.
 NR0067
 NR0067;                    North         East    Units  Estimated Accuracy
 NR0067;SPC WYEC     -   272,460.      494,880.      MT  (+/- 180 meters Scaled)
 NR0067
 NR0067                          SUPERSEDED SURVEY CONTROL
 NR0067
 NR0067  NGVD 29 (??/??/92) 2082.423  (m)         6832.08   (f) ADJ UNCH    2 0
 NR0067
 NR0067.Superseded values are not recommended for survey control.
 NR0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0067.See file dsdata.txt to determine how the superseded data were derived.
 NR0067
 NR0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG017557(NAD 83)
 NR0067_MARKER: DD = SURVEY DISK
 NR0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0067_STAMPING: 10 HA 1948
 NR0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0067+STABILITY: SURFACE MOTION
 NR0067
 NR0067  HISTORY     - Date     Condition        Report By
 NR0067  HISTORY     - 1948     MONUMENTED       USGS
 NR0067  HISTORY     - 1959     GOOD             NGS
 NR0067
 NR0067                          STATION DESCRIPTION
 NR0067
 NR0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0067'11.85 MI N FROM MEDICINE BOW.
 NR0067'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0067'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 11.65 MILES NORTH ALONG
 NR0067'A PAVED ROAD, 114 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN
 NR0067'SECTION 16, R 78 W, T 24 N, 65 FEET NORTHEAST OF THE CENTER LINE OF AN
 NR0067'ABANDONED ROAD, 205 FEET EAST OF THE SOUTH END OF A SNOW FENCE, ABOUT
 NR0067'4 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NR0067'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0172 ***********************************************************************
 OV0172  DESIGNATION -  10 JR
 OV0172  PID         -  OV0172
 OV0172  STATE/COUNTY-  WY/FREMONT
 OV0172  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0172
 OV0172                         *CURRENT SURVEY CONTROL
 OV0172  ___________________________________________________________________
 OV0172* NAD 83(1986)-  43 23 11.     (N)    107 34 17.     (W)     SCALED    
 OV0172* NAVD 88     -      1808.765  (meters)    5934.26   (feet)  ADJUSTED  
 OV0172  ___________________________________________________________________
 OV0172  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 OV0172  DYNAMIC HT  -        1807.618 (meters)    5930.49  (feet)  COMP
 OV0172  MODELED GRAV-     979,921.4   (mgal)                       NAVD 88
 OV0172
 OV0172  VERT ORDER  -  SECOND    CLASS 0
 OV0172
 OV0172.The horizontal coordinates were scaled from a topographic map and have
 OV0172.an estimated accuracy of +/- 6 seconds.
 OV0172
 OV0172.The orthometric height was determined by differential leveling
 OV0172.and adjusted by the National Geodetic Survey in June 1991..
 OV0172
 OV0172.The geoid height was determined by GEOID03.
 OV0172
 OV0172.The dynamic height is computed by dividing the NAVD 88
 OV0172.geopotential number by the normal gravity value computed on the
 OV0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0172.degrees latitude (g = 980.6199 gals.).
 OV0172
 OV0172.The modeled gravity was interpolated from observed gravity values.
 OV0172
 OV0172;                    North         East    Units  Estimated Accuracy
 OV0172;SPC WYWC     -   321,250.      695,500.      MT  (+/- 180 meters Scaled)
 OV0172
 OV0172                          SUPERSEDED SURVEY CONTROL
 OV0172
 OV0172  NGVD 29 (??/??/92) 1807.765  (m)         5930.98   (f) ADJ UNCH    2 0
 OV0172
 OV0172.Superseded values are not recommended for survey control.
 OV0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0172.See file dsdata.txt to determine how the superseded data were derived.
 OV0172
 OV0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ917069(NAD 83)
 OV0172_MARKER: DD = SURVEY DISK
 OV0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0172_STAMPING: 10 JR 1950 5931
 OV0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0172+STABILITY: SURFACE MOTION
 OV0172
 OV0172  HISTORY     - Date     Condition        Report By
 OV0172  HISTORY     - 1950     MONUMENTED       USGS
 OV0172  HISTORY     - 1966     GOOD             NGS
 OV0172
 OV0172                          STATION DESCRIPTION
 OV0172
 OV0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0172'11.6 MI NE FROM LYSITE.
 OV0172'11.55 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0172'AND QUINCY RAILROAD STATION AT LYSITE, THENCE 0.05 MILE NORTH ALONG A
 OV0172'DIRT ROAD (FORMER NOWOOD ROAD), 154 FEET EAST OF THE CENTER LINE OF
 OV0172'THE NOWOOD ROAD, 104 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT
 OV0172'ROAD, 103 FEET NORTHWEST OF THE NORTH CORNER OF A STEEL CATTLEGUARD,
 OV0172'1.8 FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHEAST OF A WITNESS POST,
 OV0172'ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 OV0172'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0809 ***********************************************************************
 PY0809  DESIGNATION -  10 MDC
 PY0809  PID         -  PY0809
 PY0809  STATE/COUNTY-  WY/TETON
 PY0809  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY0809
 PY0809                         *CURRENT SURVEY CONTROL
 PY0809  ___________________________________________________________________
 PY0809* NAD 83(1986)-  44 17 38.     (N)    110 36 48.     (W)     SCALED    
 PY0809* NAVD 88     -      2376.850  (meters)    7798.05   (feet)  ADJUSTED  
 PY0809  ___________________________________________________________________
 PY0809  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0809  DYNAMIC HT  -        2375.240 (meters)    7792.77  (feet)  COMP
 PY0809  MODELED GRAV-     979,854.9   (mgal)                       NAVD 88
 PY0809
 PY0809  VERT ORDER  -  FIRST     CLASS II
 PY0809
 PY0809.The horizontal coordinates were scaled from a topographic map and have
 PY0809.an estimated accuracy of +/- 6 seconds.
 PY0809
 PY0809.The orthometric height was determined by differential leveling
 PY0809.and adjusted by the National Geodetic Survey in June 1991..
 PY0809
 PY0809.The geoid height was determined by GEOID03.
 PY0809
 PY0809.The dynamic height is computed by dividing the NAVD 88
 PY0809.geopotential number by the normal gravity value computed on the
 PY0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0809.degrees latitude (g = 980.6199 gals.).
 PY0809
 PY0809.The modeled gravity was interpolated from observed gravity values.
 PY0809
 PY0809;                    North         East    Units  Estimated Accuracy
 PY0809;SPC WY W     -   521,540.      757,700.      MT  (+/- 180 meters Scaled)
 PY0809
 PY0809                          SUPERSEDED SURVEY CONTROL
 PY0809
 PY0809  NGVD 29 (08/20/92) 2375.473  (m)         7793.53   (f) ADJUSTED    1 2
 PY0809
 PY0809.Superseded values are not recommended for survey control.
 PY0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0809.See file dsdata.txt to determine how the superseded data were derived.
 PY0809
 PY0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ308045(NAD 83)
 PY0809_MARKER: DB = BENCH MARK DISK
 PY0809_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0809_SP_SET: HEADWALL
 PY0809_STAMPING: 10 MDC 1977 7793
 PY0809_MARK LOGO: USGS  
 PY0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0809+STABILITY: SURFACE MOTION
 PY0809
 PY0809  HISTORY     - Date     Condition        Report By
 PY0809  HISTORY     - 1977     MONUMENTED       USGS
 PY0809  HISTORY     - 1987     GOOD             NGS
 PY0809
 PY0809                          STATION DESCRIPTION
 PY0809
 PY0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0809'12.5 KM (7.75 MI) SOUTH FROM GRANT VILLAGE.
 PY0809'12.5 KM (7.75 MI) SOUTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0809'JUNCTION OF GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, IN TOP OF
 PY0809'AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE WEST HEADWALL OF A
 PY0809'STONE CULVERT, AND 5.1 M (16.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PY0809'HIGHWAY.
 PY0809'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0969 ***********************************************************************
 PY0969  DESIGNATION -  10 MDC
 PY0969  PID         -  PY0969
 PY0969  STATE/COUNTY-  WY/PARK
 PY0969  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0969
 PY0969                         *CURRENT SURVEY CONTROL
 PY0969  ___________________________________________________________________
 PY0969* NAD 83(1986)-  44 44 06.     (N)    110 30 52.     (W)     SCALED    
 PY0969* NAVD 88     -      2419.572  (meters)    7938.21   (feet)  ADJUSTED  
 PY0969  ___________________________________________________________________
 PY0969  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 PY0969  DYNAMIC HT  -        2418.018 (meters)    7933.11  (feet)  COMP
 PY0969  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 PY0969
 PY0969  VERT ORDER  -  FIRST     CLASS II
 PY0969
 PY0969.The horizontal coordinates were scaled from a topographic map and have
 PY0969.an estimated accuracy of +/- 6 seconds.
 PY0969
 PY0969.The orthometric height was determined by differential leveling
 PY0969.and adjusted by the National Geodetic Survey in June 1991..
 PY0969
 PY0969.The geoid height was determined by GEOID03.
 PY0969
 PY0969.The dynamic height is computed by dividing the NAVD 88
 PY0969.geopotential number by the normal gravity value computed on the
 PY0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0969.degrees latitude (g = 980.6199 gals.).
 PY0969
 PY0969.The modeled gravity was interpolated from observed gravity values.
 PY0969
 PY0969;                    North         East    Units  Estimated Accuracy
 PY0969;SPC WYWC     -   471,930.      460,250.      MT  (+/- 180 meters Scaled)
 PY0969
 PY0969                          SUPERSEDED SURVEY CONTROL
 PY0969
 PY0969  NGVD 29 (08/20/92) 2418.195  (m)         7933.69   (f) ADJUSTED    1 2
 PY0969
 PY0969.Superseded values are not recommended for survey control.
 PY0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0969.See file dsdata.txt to determine how the superseded data were derived.
 PY0969
 PY0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ384536(NAD 83)
 PY0969_MARKER: DB = BENCH MARK DISK
 PY0969_SETTING: 80 = SET IN A BOULDER
 PY0969_SP_SET: BOULDER
 PY0969_STAMPING: 10 MDC 1976 7933
 PY0969_MARK LOGO: USGS  
 PY0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0969+STABILITY: SURFACE MOTION
 PY0969
 PY0969  HISTORY     - Date     Condition        Report By
 PY0969  HISTORY     - 1976     MONUMENTED       USGS
 PY0969  HISTORY     - 1987     GOOD             NGS
 PY0969
 PY0969                          STATION DESCRIPTION
 PY0969
 PY0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0969'1.8 KM (1.10 MI) WEST FROM CANYON VILLAGE.
 PY0969'1.8 KM (1.10 MI) WESTERLY ALONG NORRIS JUNCTION HIGHWAY FROM THE
 PY0969'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN A LARGE DOME SHAPED
 PY0969'BOULDER THAT PROJECTS 24-INCHES ABOVE THE GROUND SURFACE, 45.7 M
 PY0969'(149.9 FT) NORTHEAST OF THE NORTH HEADWALL OF A STONE CULVERT, AND
 PY0969'39.6 M (129.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PY0969'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0910 ***********************************************************************
 PY0910  CBN         -  This is a Cooperative Base Network Control Station.
 PY0910  DESIGNATION -  10 RDS
 PY0910  PID         -  PY0910
 PY0910  STATE/COUNTY-  WY/PARK
 PY0910  USGS QUAD   -  BEACH LAKE (1986)
 PY0910
 PY0910                         *CURRENT SURVEY CONTROL
 PY0910  ___________________________________________________________________
 PY0910* NAD 83(1993)-  44 36 44.22096(N)    110 36 51.17619(W)     ADJUSTED  
 PY0910* NAVD 88     -      2499.608  (meters)    8200.80   (feet)  ADJUSTED  
 PY0910  ___________________________________________________________________
 PY0910  X           -  -1,601,840.158 (meters)                     COMP
 PY0910  Y           -  -4,258,418.333 (meters)                     COMP
 PY0910  Z           -   4,458,528.457 (meters)                     COMP
 PY0910  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 PY0910  ELLIP HEIGHT-        2490.94  (meters)          (09/07/01) GPS OBS
 PY0910  GEOID HEIGHT-          -8.70  (meters)                     GEOID03
 PY0910  DYNAMIC HT  -        2497.932 (meters)    8195.30  (feet)  COMP
 PY0910  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 PY0910
 PY0910  HORZ ORDER  -  B
 PY0910  VERT ORDER  -  FIRST     CLASS II
 PY0910  ELLP ORDER  -  FOURTH    CLASS I
 PY0910
 PY0910.The horizontal coordinates were established by GPS observations
 PY0910.and adjusted by the National Geodetic Survey in May 1992..
 PY0910
 PY0910.The orthometric height was determined by differential leveling
 PY0910.and adjusted by the National Geodetic Survey in June 1991..
 PY0910
 PY0910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0910
 PY0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0910
 PY0910.The ellipsoidal height was determined by GPS observations
 PY0910.and is referenced to NAD 83.
 PY0910
 PY0910.The geoid height was determined by GEOID03.
 PY0910
 PY0910.The dynamic height is computed by dividing the NAVD 88
 PY0910.geopotential number by the normal gravity value computed on the
 PY0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0910.degrees latitude (g = 980.6199 gals.).
 PY0910
 PY0910.The modeled gravity was interpolated from observed gravity values.
 PY0910
 PY0910;                    North         East     Units Scale Factor Converg.
 PY0910;SPC WYWC     -   458,471.805   452,033.435   MT  1.00020665   -1 18 34.1
 PY0910;UTM  12      - 4,939,953.865   530,610.075   MT  0.99961152   +0 16 15.4
 PY0910
 PY0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0910!SPC WYWC     -   0.99960959  x   1.00020665  =   0.99981616
 PY0910!UTM  12      -   0.99960959  x   0.99961152  =   0.99922126
 PY0910
 PY0910                          SUPERSEDED SURVEY CONTROL
 PY0910
 PY0910  ELLIP H (05/15/92) 2491.02   (m)                       GP(       ) 4 2
 PY0910  NAD 83(1993)-  44 36 44.21229(N)    110 36 51.15772(W) AD(       ) 1
 PY0910  NAVD 88 (05/28/92) 2499.61   (m)         8200.8    (f) LEVELING    3  
 PY0910  NGVD 29 (08/20/92) 2498.203  (m)         8196.19   (f) ADJUSTED    1 2
 PY0910
 PY0910.Superseded values are not recommended for survey control.
 PY0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0910.See file dsdata.txt to determine how the superseded data were derived.
 PY0910
 PY0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ3061039954(NAD 83)
 PY0910_MARKER: DB = BENCH MARK DISK
 PY0910_SETTING: 80 = SET IN A BOULDER
 PY0910_SP_SET: BOULDER
 PY0910_STAMPING: 10 RDS 1955 8195
 PY0910_MARK LOGO: USGS  
 PY0910_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0910+STABILITY: SURFACE MOTION
 PY0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0910+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0910
 PY0910  HISTORY     - Date     Condition        Report By
 PY0910  HISTORY     - 1955     MONUMENTED       USGS
 PY0910  HISTORY     - 1987     GOOD             NGS
 PY0910  HISTORY     - 1987     GOOD             NGS
 PY0910
 PY0910                          STATION DESCRIPTION
 PY0910
 PY0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0910'THE STATION WAS RECOVERED AT THIS DATE.
 PY0910'
 PY0910'THE STATION IS LOCATED ABOUT 8.3 KM (5.15 MI)
 PY0910'NORTH-NORTHWEST OF BECH LAKE,
 PY0910'5.1 KM (3.2 MI) SOUTH OF THE SOUTH END OF SYGNET LAKE,
 PY0910'6.6 KM (4.08 MI) SOUTHWEST OF THE JUNCTION OF VIOLET CREEK AND ELM
 PY0910'CREEK,
 PY0910'2.3 KM (1.45 MI) EAST-NORTHEAST OF THE MARY MOUNTAIN PATROL CABIN,
 PY0910'ON A SMALL KNOLL NORTH OF MARY MOUNTAIN TRAIL, ON THE NORTHEAST
 PY0910'PART OF THE KNOLL.
 PY0910'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0910'
 PY0910'THE STATION WAS REACHED BY HELICOPTER FROM THE OTTER CREEK SERVICE
 PY0910'ROAD BY FLYING SOUTHWEST FOR 12.6 KM (7.8 MI) TO A SMALL MEADOW
 PY0910'ALONG THE MARY MOUNTAIN TRAIL, ABOUT 200 METERS (656 FT) WEST OF A
 PY0910'SMALL CREEK THAT CROSSES MARY MOUNTAIN TRAIL.
 PY0910'
 PY0910'THE STATION IS A STANDARD USGS DISK
 PY0910'STAMPED---1955 8195 10 RDS---,
 PY0910'SET INTO A DRILL HOLE IN A PARTIALLY EXPOSED BOULDER OF 0.33 METERS
 PY0910'LARGEST DIMENSION.  LOCATED
 PY0910'56.51 METERS (185.4 FT) NORTHEAST FROM A DOUBLE TRUNK LODGEPOLE
 PY0910'PINE TREE,
 PY0910'17.59 METERS (57.7 FT) WEST-NORTHWEST FROM THE CENTER OF MARY
 PY0910'MOUNTAIN TRAIL AND
 PY0910'8.99 METERS (29.5 FT) NORTHWEST FROM THE CENTER OF A BUFFALO WALLOW.
 PY0910'
 PY0910'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0910'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0910'
 PY0910'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0910'
 PY0910'DESCRIBED BY D.L. SPRANGERS.
 PY0910
 PY0910                          STATION RECOVERY (1987)
 PY0910
 PY0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0910'25.8 KM (16.05 MI) SW FROM CANYON JUNCTION.
 PY0910'10.9 KM (6.75 MI) SOUTH ALONG THE MAIN ROAD FROM CANYON JUNCTION,
 PY0910'THENCE 15.0 KM (9.30 MI) WESTERLY ALONG TROUT CREEK TRAIL (OLD FIRE
 PY0910'ROAD TO MARY LAKE), THENCE 1.0 KM (0.60 MI) SOUTHWEST ALONG MARY
 PY0910'MOUNTAIN TRAIL, APPROXIMATELY 0.2 KM (0.10 MI) SOUTHWEST OF A POINT
 PY0910'WHERE THE TRAIL CROSSES A SMALL STREAM, CEMENTED IN A DRILL HOLE IN
 PY0910'THE TOP OF AN IMBEDDED BOULDER THAT IS FLUSH WITH THE GROUND, NEAR
 PY0910'THE NORTHEAST EDGE OF AN OPEN PARK AREA, 24.7 M (81.0 FT)
 PY0910'WEST-NORTHWEST OF A TWIN TRUNKED TREE, AND 18.3 M (60.0 FT) NORTHWEST
 PY0910'OF THE TRAIL CENTER.
 PY0910'THE MARK IS 0.5 M ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0468 ***********************************************************************
 OU0468  DESIGNATION -  10 RGB
 OU0468  PID         -  OU0468
 OU0468  STATE/COUNTY-  WY/WESTON
 OU0468  USGS QUAD   -  PINEY CANYON SE (1971)
 OU0468
 OU0468                         *CURRENT SURVEY CONTROL
 OU0468  ___________________________________________________________________
 OU0468* NAD 83(1986)-  43 36 41.     (N)    105 01 06.     (W)     SCALED    
 OU0468* NAVD 88     -      1366.606  (meters)    4483.61   (feet)  POSTED    
 OU0468  ___________________________________________________________________
 OU0468  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 OU0468  DYNAMIC HT  -        1365.930 (meters)    4481.39  (feet)  COMP
 OU0468  MODELED GRAV-     980,074.1   (mgal)                       NAVD 88
 OU0468
 OU0468  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0468
 OU0468.The horizontal coordinates were scaled from a topographic map and have
 OU0468.an estimated accuracy of +/- 6 seconds.
 OU0468
 OU0468.The orthometric height was determined by differential leveling
 OU0468.and adjusted by the National Geodetic Survey in 1992..
 OU0468.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0468.rate of 0.0 thru 1.0 mm/km.
 OU0468
 OU0468.The geoid height was determined by GEOID03.
 OU0468
 OU0468.The dynamic height is computed by dividing the NAVD 88
 OU0468.geopotential number by the normal gravity value computed on the
 OU0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0468.degrees latitude (g = 980.6199 gals.).
 OU0468
 OU0468.The modeled gravity was interpolated from observed gravity values.
 OU0468
 OU0468;                    North         East    Units  Estimated Accuracy
 OU0468;SPC WY E     -   345,590.      211,970.      MT  (+/- 180 meters Scaled)
 OU0468
 OU0468                          SUPERSEDED SURVEY CONTROL
 OU0468
 OU0468.No superseded survey control is available for this station.
 OU0468
 OU0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ985287(NAD 83)
 OU0468_MARKER: DB = BENCH MARK DISK
 OU0468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0468_SP_SET: COPPER-CLAD STEEL ROD
 OU0468_STAMPING: 10 RGB 1971
 OU0468_MARK LOGO: USGS  
 OU0468_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0468+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0468
 OU0468  HISTORY     - Date     Condition        Report By
 OU0468  HISTORY     - 1971     MONUMENTED       USGS
 OU0468
 OU0468                          STATION DESCRIPTION
 OU0468
 OU0468'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0468'FROM CLARETON, WYOMING, PROCEED 13.7 MILES WEST ALONG STATE HIGHWAY
 OU0468'450, THENCE 9.6 MILES SOUTHWEST ALONG PINEY CANYON ROAD TO A T-ROAD
 OU0468'EAST HEADING TO SPENCER RANCH, THENCE 1.5 MILES NORTH TO A ROAD
 OU0468'NORTH, THENCE 0.5 MILES NORTH TO A DAM, 34 FEET EAST OF CENTERLINE OF
 OU0468'THE ROAD AT A CURVE, 3 FEET WEST OF A WITNESS SIGN, SET IN A
 OU0468'COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0880 ***********************************************************************
 MR0880  DESIGNATION -  10 SC
 MR0880  PID         -  MR0880
 MR0880  STATE/COUNTY-  WY/LINCOLN
 MR0880  USGS QUAD   -  GRAHAM RESERVOIR (1980)
 MR0880
 MR0880                         *CURRENT SURVEY CONTROL
 MR0880  ___________________________________________________________________
 MR0880* NAD 83(1986)-  41 52 46.     (N)    110 15 53.     (W)     SCALED    
 MR0880* NAVD 88     -      2027.335  (meters)    6651.35   (feet)  ADJUSTED  
 MR0880  ___________________________________________________________________
 MR0880  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 MR0880  DYNAMIC HT  -        2025.602 (meters)    6645.66  (feet)  COMP
 MR0880  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 MR0880
 MR0880  VERT ORDER  -  THIRD
 MR0880
 MR0880.The horizontal coordinates were scaled from a topographic map and have
 MR0880.an estimated accuracy of +/- 6 seconds.
 MR0880
 MR0880.The orthometric height was determined by differential leveling
 MR0880.and adjusted by the National Geodetic Survey in December 1993..
 MR0880
 MR0880.The geoid height was determined by GEOID03.
 MR0880
 MR0880.The dynamic height is computed by dividing the NAVD 88
 MR0880.geopotential number by the normal gravity value computed on the
 MR0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0880.degrees latitude (g = 980.6199 gals.).
 MR0880
 MR0880.The modeled gravity was interpolated from observed gravity values.
 MR0880
 MR0880;                    North         East    Units  Estimated Accuracy
 MR0880;SPC WY W     -   253,200.      784,940.      MT  (+/- 180 meters Scaled)
 MR0880
 MR0880                          SUPERSEDED SURVEY CONTROL
 MR0880
 MR0880.No superseded survey control is available for this station.
 MR0880
 MR0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM610366(NAD 83)
 MR0880_MARKER: DB = BENCH MARK DISK
 MR0880_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0880_SP_SET: COPPER-CLAD STEEL ROD
 MR0880_STAMPING: 10 SC 1969
 MR0880_MARK LOGO: USGS  
 MR0880_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0880+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0880
 MR0880  HISTORY     - Date     Condition        Report By
 MR0880  HISTORY     - 1969     MONUMENTED       USGS
 MR0880
 MR0880                          STATION DESCRIPTION
 MR0880
 MR0880'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0880'FROM OPAL, WYOMING RAILROAD STATION, PROCEED 8.5 MILES NORTHERLY
 MR0880'ALONG STATE ROAD 1208, 31 FEET NORTH AND 107 FEET EAST AND
 MR0880'PERPENDICULAR TO THE CENTERLINE OF THE HIGHWAY AT A TRACK ROAD
 MR0880'CROSSING, ENCASED IN AN 8 INCH TILE AND NEAR A STEEL FENCE POST AND
 MR0880'SIGN, SET IN A COPPER-CLAD STEEL ROD DRIVEN 14.0 FEET AND FLUSH WITH
 MR0880'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0500 ***********************************************************************
 OU0500  DESIGNATION -  10 SJS
 OU0500  PID         -  OU0500
 OU0500  STATE/COUNTY-  WY/CONVERSE
 OU0500  USGS QUAD   -  COLTER DRAW (1970)
 OU0500
 OU0500                         *CURRENT SURVEY CONTROL
 OU0500  ___________________________________________________________________
 OU0500* NAD 83(1986)-  43 12 39.     (N)    105 00 46.     (W)     SCALED    
 OU0500* NAVD 88     -      1364.402  (meters)    4476.38   (feet)  ADJUSTED  
 OU0500  ___________________________________________________________________
 OU0500  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 OU0500  DYNAMIC HT  -        1363.659 (meters)    4473.94  (feet)  COMP
 OU0500  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 OU0500
 OU0500  VERT ORDER  -  THIRD
 OU0500
 OU0500.The horizontal coordinates were scaled from a topographic map and have
 OU0500.an estimated accuracy of +/- 6 seconds.
 OU0500
 OU0500.The orthometric height was determined by differential leveling
 OU0500.and adjusted by the National Geodetic Survey in December 1993..
 OU0500
 OU0500.The geoid height was determined by GEOID03.
 OU0500
 OU0500.The dynamic height is computed by dividing the NAVD 88
 OU0500.geopotential number by the normal gravity value computed on the
 OU0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0500.degrees latitude (g = 980.6199 gals.).
 OU0500
 OU0500.The modeled gravity was interpolated from observed gravity values.
 OU0500
 OU0500;                    North         East    Units  Estimated Accuracy
 OU0500;SPC WY E     -   301,090.      212,500.      MT  (+/- 180 meters Scaled)
 OU0500
 OU0500                          SUPERSEDED SURVEY CONTROL
 OU0500
 OU0500.No superseded survey control is available for this station.
 OU0500
 OU0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH989842(NAD 83)
 OU0500_MARKER: DB = BENCH MARK DISK
 OU0500_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0500+WITH SETTING: INFORMATION.
 OU0500_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0500_STAMPING: 10 SJS 1970
 OU0500_MARK LOGO: USGS  
 OU0500_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0500
 OU0500  HISTORY     - Date     Condition        Report By
 OU0500  HISTORY     - 1970     MONUMENTED       USGS
 OU0500
 OU0500                          STATION DESCRIPTION
 OU0500
 OU0500'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0500'FROM THE KETELSEN RANCH HEADQUARTERS, PROCEED 2.1 MILES (3.4 KM) WEST
 OU0500'ALONG THE ROAD TO BILL, WY, NEAR THE 1/4 CORNER OF S.3, T.37 N., R.68
 OU0500'W., APPROXIMATELY 700 FEET (213.4 M) SOUTHWEST FROM A SMALL EARTHEN
 OU0500'DAM, 9 FEET (2.7 M) EAST OF A ROAD LEADING SOUTH, 60 FEET (18.3 M)
 OU0500'SOUTH OF THE MAIN ROAD, 3 FEET (0.9 M) EAST OF A FENCE CORNER, ENCASED
 OU0500'IN A 6-INCH WHITE PLASTIC PIPE, PROJECTING 0.3 FOOT, AND SET ON A
 OU0500'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0349 ***********************************************************************
 NS0349  DESIGNATION -  10 TET
 NS0349  PID         -  NS0349
 NS0349  STATE/COUNTY-  WY/SWEETWATER
 NS0349  USGS QUAD   -  MONUMENT BUTTE NE (1980)
 NS0349
 NS0349                         *CURRENT SURVEY CONTROL
 NS0349  ___________________________________________________________________
 NS0349* NAD 83(1986)-  42 08 24.     (N)    109 46 31.     (W)     SCALED    
 NS0349* NAVD 88     -      2102.877  (meters)    6899.19   (feet)  ADJUSTED  
 NS0349  ___________________________________________________________________
 NS0349  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NS0349  DYNAMIC HT  -        2101.110 (meters)    6893.39  (feet)  COMP
 NS0349  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 NS0349
 NS0349  VERT ORDER  -  THIRD
 NS0349
 NS0349.The horizontal coordinates were scaled from a topographic map and have
 NS0349.an estimated accuracy of +/- 6 seconds.
 NS0349
 NS0349.The orthometric height was determined by differential leveling
 NS0349.and adjusted by the National Geodetic Survey in December 1993..
 NS0349
 NS0349.The geoid height was determined by GEOID03.
 NS0349
 NS0349.The dynamic height is computed by dividing the NAVD 88
 NS0349.geopotential number by the normal gravity value computed on the
 NS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0349.degrees latitude (g = 980.6199 gals.).
 NS0349
 NS0349.The modeled gravity was interpolated from observed gravity values.
 NS0349
 NS0349;                    North         East    Units  Estimated Accuracy
 NS0349;SPC WYWC     -   182,640.      515,250.      MT  (+/- 180 meters Scaled)
 NS0349
 NS0349                          SUPERSEDED SURVEY CONTROL
 NS0349
 NS0349.No superseded survey control is available for this station.
 NS0349
 NS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM012660(NAD 83)
 NS0349_MARKER: DB = BENCH MARK DISK
 NS0349_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0349_SP_SET: COPPER-CLAD STEEL ROD
 NS0349_STAMPING: 10 TET 1968
 NS0349_MARK LOGO: USGS  
 NS0349_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0349+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0349
 NS0349  HISTORY     - Date     Condition        Report By
 NS0349  HISTORY     - 1968     MONUMENTED       USGS
 NS0349
 NS0349                          STATION DESCRIPTION
 NS0349
 NS0349'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0349'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0349'16.8 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD AT A ROAD
 NS0349'JUNCTION 0.6 MILES WEST ON A WOOD BRIDGE ACROSS A DRAIN, BLM ROAD
 NS0349'NUMBER 4242, NEAR THE SOUTHWEST 1/4 CORNER OF SECTION 14/TOWNSHIP 25
 NS0349'NORTH/RANGE 109 WEST, 90 FEET NORTH AND 35 FEET WEST OF A ROAD
 NS0349'JUNCTION, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0426 ***********************************************************************
 MO0426  DESIGNATION -  10 WEW
 MO0426  PID         -  MO0426
 MO0426  STATE/COUNTY-  WY/PLATTE
 MO0426  USGS QUAD   -  DELANO RANCH (1976)
 MO0426
 MO0426                         *CURRENT SURVEY CONTROL
 MO0426  ___________________________________________________________________
 MO0426* NAD 83(1986)-  41 40 38.     (N)    105 15 01.     (W)     SCALED    
 MO0426* NAVD 88     -      2189.673  (meters)    7183.95   (feet)  ADJUSTED  
 MO0426  ___________________________________________________________________
 MO0426  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 MO0426  DYNAMIC HT  -        2187.945 (meters)    7178.28  (feet)  COMP
 MO0426  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 MO0426
 MO0426  VERT ORDER  -  SECOND    CLASS 0
 MO0426
 MO0426.The horizontal coordinates were scaled from a topographic map and have
 MO0426.an estimated accuracy of +/- 6 seconds.
 MO0426
 MO0426.The orthometric height was determined by differential leveling
 MO0426.and adjusted by the National Geodetic Survey in June 1991..
 MO0426
 MO0426.The geoid height was determined by GEOID03.
 MO0426
 MO0426.The dynamic height is computed by dividing the NAVD 88
 MO0426.geopotential number by the normal gravity value computed on the
 MO0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0426.degrees latitude (g = 980.6199 gals.).
 MO0426
 MO0426.The modeled gravity was interpolated from observed gravity values.
 MO0426
 MO0426;                    North         East    Units  Estimated Accuracy
 MO0426;SPC WY E     -   130,730.      193,040.      MT  (+/- 180 meters Scaled)
 MO0426
 MO0426                          SUPERSEDED SURVEY CONTROL
 MO0426
 MO0426  NGVD 29 (??/??/92) 2188.729  (m)         7180.86   (f) ADJ UNCH    2 0
 MO0426
 MO0426.Superseded values are not recommended for survey control.
 MO0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0426.See file dsdata.txt to determine how the superseded data were derived.
 MO0426
 MO0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG791139(NAD 83)
 MO0426_MARKER: DD = SURVEY DISK
 MO0426_SETTING: 66 = SET IN ROCK OUTCROP
 MO0426_SP_SET: GRANITE OUTCROP
 MO0426_STAMPING: 10 WEW 1953 7180
 MO0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0426+STABILITY: POSITION/ELEVATION WELL
 MO0426
 MO0426  HISTORY     - Date     Condition        Report By
 MO0426  HISTORY     - 1953     MONUMENTED       USGS
 MO0426  HISTORY     - 1966     GOOD             NGS
 MO0426
 MO0426                          STATION DESCRIPTION
 MO0426
 MO0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0426'10.4 MI NW FROM FARTHING.
 MO0426'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0426'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 8.55 MILES
 MO0426'NORTHWEST ALONG A PRIVATE ROAD, 0.7 MILE NORTHWEST OF A GATE,
 MO0426'IN THE TOP OF THE WEST END OF A LARGE GRANITE OUTCROP PROJECTING
 MO0426'ABOUT 1 1/2 FEET, 48 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MO0426'33.1 FEET EAST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 MO0426'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0374 ***********************************************************************
 MO0374  DESIGNATION -  10 WWC
 MO0374  PID         -  MO0374
 MO0374  STATE/COUNTY-  WY/PLATTE
 MO0374  USGS QUAD   -  SQUAW ROCK (1981)
 MO0374
 MO0374                         *CURRENT SURVEY CONTROL
 MO0374  ___________________________________________________________________
 MO0374* NAD 83(1986)-  41 53 46.     (N)    105 11 25.     (W)     SCALED    
 MO0374* NAVD 88     -      1602.332  (meters)    5256.98   (feet)  ADJUSTED  
 MO0374  ___________________________________________________________________
 MO0374  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 MO0374  DYNAMIC HT  -        1601.235 (meters)    5253.39  (feet)  COMP
 MO0374  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 MO0374
 MO0374  VERT ORDER  -  SECOND    CLASS 0
 MO0374
 MO0374.The horizontal coordinates were scaled from a topographic map and have
 MO0374.an estimated accuracy of +/- 6 seconds.
 MO0374
 MO0374.The orthometric height was determined by differential leveling
 MO0374.and adjusted by the National Geodetic Survey in June 1991..
 MO0374
 MO0374.The geoid height was determined by GEOID03.
 MO0374
 MO0374.The dynamic height is computed by dividing the NAVD 88
 MO0374.geopotential number by the normal gravity value computed on the
 MO0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0374.degrees latitude (g = 980.6199 gals.).
 MO0374
 MO0374.The modeled gravity was interpolated from observed gravity values.
 MO0374
 MO0374;                    North         East    Units  Estimated Accuracy
 MO0374;SPC WY E     -   155,040.      198,040.      MT  (+/- 180 meters Scaled)
 MO0374
 MO0374                          SUPERSEDED SURVEY CONTROL
 MO0374
 MO0374  NGVD 29 (??/??/92) 1601.511  (m)         5254.29   (f) ADJ UNCH    2 0
 MO0374
 MO0374.Superseded values are not recommended for survey control.
 MO0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0374.See file dsdata.txt to determine how the superseded data were derived.
 MO0374
 MO0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG842382(NAD 83)
 MO0374_MARKER: DD = SURVEY DISK
 MO0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0374_STAMPING: 10 WWC 1951 5254
 MO0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0374+STABILITY: SURFACE MOTION
 MO0374
 MO0374  HISTORY     - Date     Condition        Report By
 MO0374  HISTORY     - 1951     MONUMENTED       USGS
 MO0374  HISTORY     - 1966     GOOD             NGS
 MO0374
 MO0374                          STATION DESCRIPTION
 MO0374
 MO0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0374'20.6 MI SW FROM WHEATLAND.
 MO0374'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0374'WHEATLAND, THENCE 13.9 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0374'148 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 138 FEET
 MO0374'NORTH-NORTHEAST OF THE EAST END OF THE NORTH CONCRETE HEAD WALL
 MO0374'OF DOUBLE CONCRETE BOX CULVERTS, 71 FEET NORTH OF THE WEST END OF
 MO0374'A GATE AND A T JUNCTION FENCE POST, 1.2 FEET EAST OF A FENCE, 71.4
 MO0374'FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY,
 MO0374'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MO0374'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0624 ***********************************************************************
 MO0624  DESIGNATION -  101
 MO0624  PID         -  MO0624
 MO0624  STATE/COUNTY-  WY/ALBANY
 MO0624  USGS QUAD   -  LARAMIE SW (1978)
 MO0624
 MO0624                         *CURRENT SURVEY CONTROL
 MO0624  ___________________________________________________________________
 MO0624* NAD 83(1986)-  41 18 45.     (N)    105 39 47.     (W)     SCALED    
 MO0624* NAVD 88     -      2216.376  (meters)    7271.56   (feet)  ADJUSTED  
 MO0624  ___________________________________________________________________
 MO0624  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 MO0624  DYNAMIC HT  -        2214.448 (meters)    7265.23  (feet)  COMP
 MO0624  MODELED GRAV-     979,672.9   (mgal)                       NAVD 88
 MO0624
 MO0624  VERT ORDER  -  FIRST     CLASS II
 MO0624
 MO0624.This mark is at Laramie Regional Airport (LAR)
 MO0624
 MO0624.The horizontal coordinates were scaled from a topographic map and have
 MO0624.an estimated accuracy of +/- 6 seconds.
 MO0624
 MO0624.The orthometric height was determined by differential leveling
 MO0624.and adjusted by the National Geodetic Survey in June 1991..
 MO0624
 MO0624.The geoid height was determined by GEOID03.
 MO0624
 MO0624.The dynamic height is computed by dividing the NAVD 88
 MO0624.geopotential number by the normal gravity value computed on the
 MO0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0624.degrees latitude (g = 980.6199 gals.).
 MO0624
 MO0624.The modeled gravity was interpolated from observed gravity values.
 MO0624
 MO0624;                    North         East    Units  Estimated Accuracy
 MO0624;SPC WY E     -    90,340.      158,440.      MT  (+/- 180 meters Scaled)
 MO0624
 MO0624                          SUPERSEDED SURVEY CONTROL
 MO0624
 MO0624  NGVD 29 (??/??/92) 2215.318  (m)         7268.09   (f) ADJ UNCH    1 2
 MO0624
 MO0624.Superseded values are not recommended for survey control.
 MO0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0624.See file dsdata.txt to determine how the superseded data were derived.
 MO0624
 MO0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF445736(NAD 83)
 MO0624_MARKER: DB = BENCH MARK DISK
 MO0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0624_STAMPING: 101
 MO0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0624+STABILITY: SURFACE MOTION
 MO0624
 MO0624  HISTORY     - Date     Condition        Report By
 MO0624  HISTORY     - UNK      MONUMENTED       WYHD
 MO0624  HISTORY     - 1956     GOOD             NGS
 MO0624
 MO0624                          STATION DESCRIPTION
 MO0624
 MO0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0624'4.8 MI W FROM LARAMIE.
 MO0624'4.3 MILES WEST ALONG STATE HIGHWAY 130 FROM THE POST OFFICE AT
 MO0624'LARAMIE, THENCE 0.5 MILE SOUTH ALONG A FENCE, AT THE EAST SIDE
 MO0624'OF THE GENERAL BREES AIRPORT, 3.1 FEET SOUTHWEST OF A WITNESS
 MO0624'POST, 4.1 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 MO0624'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION 32, TOWNSHIP
 MO0624'16 NORTH, RANGE 74 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0626 ***********************************************************************
 MO0626  DESIGNATION -  102
 MO0626  PID         -  MO0626
 MO0626  STATE/COUNTY-  WY/ALBANY
 MO0626  USGS QUAD   -  LARAMIE SW (1978)
 MO0626
 MO0626                         *CURRENT SURVEY CONTROL
 MO0626  ___________________________________________________________________
 MO0626* NAD 83(1993)-  41 18 22.56760(N)    105 39 47.57037(W)     ADJUSTED  
 MO0626* NAVD 88     -      2215.492  (meters)    7268.66   (feet)  ADJUSTED  
 MO0626  ___________________________________________________________________
 MO0626  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 MO0626  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 MO0626  DYNAMIC HT  -        2213.563 (meters)    7262.33  (feet)  COMP
 MO0626  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 MO0626
 MO0626  HORZ ORDER  -  SECOND
 MO0626  VERT ORDER  -  FIRST     CLASS II
 MO0626
 MO0626.This mark is at Laramie Regional Airport (LAR)
 MO0626
 MO0626.The horizontal coordinates were established by classical geodetic methods
 MO0626.and adjusted by the National Geodetic Survey in January 1997..
 MO0626
 MO0626.The orthometric height was determined by differential leveling
 MO0626.and adjusted by the National Geodetic Survey in June 1991..
 MO0626
 MO0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0626
 MO0626.The geoid height was determined by GEOID03.
 MO0626
 MO0626.The dynamic height is computed by dividing the NAVD 88
 MO0626.geopotential number by the normal gravity value computed on the
 MO0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0626.degrees latitude (g = 980.6199 gals.).
 MO0626
 MO0626.The modeled gravity was interpolated from observed gravity values.
 MO0626
 MO0626;                    North         East     Units Scale Factor Converg.
 MO0626;SPC WY E     -    89,651.129   158,419.411   MT  0.99995877   -0 19 40.0
 MO0626;UTM  13      - 4,572,968.812   444,481.514   MT  0.99963793   -0 26 16.0
 MO0626
 MO0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0626!SPC WY E     -   0.99965440  x   0.99995877  =   0.99961319
 MO0626!UTM  13      -   0.99965440  x   0.99963793  =   0.99929246
 MO0626
 MO0626                          SUPERSEDED SURVEY CONTROL
 MO0626
 MO0626  NAD 83(1986)-  41 18 22.54913(N)    105 39 47.57037(W) AD(       ) 2
 MO0626  NAD 27      -  41 18 22.63500(N)    105 39 45.60700(W) AD(       ) 2
 MO0626  NGVD 29 (??/??/92) 2214.436  (m)         7265.20   (f) ADJ UNCH    1 2
 MO0626
 MO0626.Superseded values are not recommended for survey control.
 MO0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0626.See file dsdata.txt to determine how the superseded data were derived.
 MO0626
 MO0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4448272969(NAD 83)
 MO0626_MARKER: DB = BENCH MARK DISK
 MO0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0626_STAMPING: 102
 MO0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0626+STABILITY: SURFACE MOTION
 MO0626
 MO0626  HISTORY     - Date     Condition        Report By
 MO0626  HISTORY     - 1948     MONUMENTED       WYGS
 MO0626  HISTORY     - 1956     GOOD             NGS
 MO0626  HISTORY     - 1977     GOOD             NGS
 MO0626  HISTORY     - 1977     GOOD             NGS
 MO0626
 MO0626                          STATION DESCRIPTION
 MO0626
 MO0626'DESCRIBED BY WYOMING GEODETIC SURVEY 1948
 MO0626'STATION LOCATED ABOUT 4 MILES AIRLINE SOUTHWEST OF LARAMIE, AT
 MO0626'EXTREME SOUTHEAST CORNER OF LARAMIE AIRPORT.
 MO0626'
 MO0626'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY
 MO0626'AND STATE SURVEY BRONZE DISK SET IN A 6 INCH SQUARE CONCRETE
 MO0626'POST, 4-1/2 FEET SOUTHWEST OF THE SOUTHEAST CORNER POST OF
 MO0626'AIRPORT FENCE, 1 FOOT EAST OF WHITE WITNESS POST WITH USBM
 MO0626'PAINTED ON IT, PROJECTS 2 INCHES, AND STAMPED, 102.
 MO0626'
 MO0626'TO REACH FROM JUNCTION OF STATE HIGHWAYS 230 AND 130, WHICH
 MO0626'IS ABOUT 2.0 MILES WEST OF LARAMIE, GO SOUTHWESTERLY ON STATE
 MO0626'HIGHWAY 230 FOR 0.3 MILE TO ROAD RIGHT.  TURN RIGHT, WEST,
 MO0626'AND FOLLOW MAIN ROAD FOR APPROXIMATELY 1.5 MILES.
 MO0626
 MO0626                          STATION RECOVERY (1956)
 MO0626
 MO0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MO0626'4 MI W FROM LARAMIE.
 MO0626'2.1 MILES WEST ALONG STATE HIGHWAY 130 FROM THE POST OFFICE AT
 MO0626'LARAMIE, THENCE 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 230, THENCE
 MO0626'1.5 MILES WEST ALONG A GRADED DIRT ROAD, AT THE SOUTHEAST CORNER
 MO0626'OF THE GENERAL BREES AIRPORT, 37 FEET NORTH OF THE CENTER LINE
 MO0626'OF A ROAD, 36.0 FEET EAST OF TRIANGULATION STATION AIRPORT 1948,
 MO0626'31.6 FEET NORTH OF THE NORTH END OF A CATTLE GUARD, 5.6 FEET
 MO0626'SOUTHWEST OF A FENCE CORNER, 1.5 FEET EAST OF A WITNESS POST,
 MO0626'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 MO0626'THE GROUND, IN SECTION 32, TOWNSHIP 16 NORTH, RANGE 74 WEST.
 MO0626
 MO0626                          STATION RECOVERY (1977)
 MO0626
 MO0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 MO0626'RECOVERED AS DESCRIBED.
 MO0626'
 MO0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 MO0626'SOUTHWEST OF LARAMIE.
 MO0626
 MO0626                          STATION RECOVERY (1977)
 MO0626
 MO0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MO0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0549 ***********************************************************************
 MP0549  DESIGNATION -  10330 VA
 MP0549  PID         -  MP0549
 MP0549  STATE/COUNTY-  WY/CARBON
 MP0549  USGS QUAD   -  PHANTOM LAKE (1992)
 MP0549
 MP0549                         *CURRENT SURVEY CONTROL
 MP0549  ___________________________________________________________________
 MP0549* NAD 83(1993)-  41 17 28.79337(N)    106 24 53.12542(W)     ADJUSTED  
 MP0549* NAVD 88     -      3148.5    (meters)   10330.     (feet)  VERTCON   
 MP0549  ___________________________________________________________________
 MP0549  LAPLACE CORR-           9.58  (seconds)                    DEFLEC99
 MP0549  GEOID HEIGHT-         -10.53  (meters)                     GEOID03
 MP0549
 MP0549  HORZ ORDER  -  THIRD
 MP0549
 MP0549.The horizontal coordinates were established by classical geodetic methods
 MP0549.and adjusted by the National Geodetic Survey in January 1997..
 MP0549
 MP0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0549
 MP0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0549
 MP0549.The geoid height was determined by GEOID03.
 MP0549
 MP0549;                    North         East     Units Scale Factor Converg.
 MP0549;SPC WYEC     -   188,280.373   476,938.910   MT  1.00001033   +0 36 22.3
 MP0549;UTM  13      - 4,572,063.639   381,540.631   MT  0.99977270   -0 56 01.3
 MP0549
 MP0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0549!SPC WYEC     -   0.99950804  x   1.00001033  =   0.99951836
 MP0549!UTM  13      -   0.99950804  x   0.99977270  =   0.99928085
 MP0549
 MP0549:                Primary Azimuth Mark                     Grid Az
 MP0549:SPC WYEC     -  BARRETT                                  292 10 20.7
 MP0549:UTM  13      -  BARRETT                                  293 42 44.3
 MP0549
 MP0549|---------------------------------------------------------------------|
 MP0549| PID    Reference Object                     Distance      Geod. Az  |
 MP0549|                                                           dddmmss.s |
 MP0549| MP0552 BARRETT                             APPROX.10.1 KM 2924643.0 |
 MP0549|---------------------------------------------------------------------|
 MP0549
 MP0549                          SUPERSEDED SURVEY CONTROL
 MP0549
 MP0549  NAD 83(1986)-  41 17 28.78726(N)    106 24 53.12373(W) AD(       ) 3
 MP0549  NAD 27      -  41 17 28.90811(N)    106 24 51.06428(W) AD(       ) 3
 MP0549  NGVD 29 (07/19/86) 3147.1    (m)        10325.     (f) VERT ANG       
 MP0549
 MP0549.Superseded values are not recommended for survey control.
 MP0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0549.See file dsdata.txt to determine how the superseded data were derived.
 MP0549
 MP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF8154172064(NAD 83)
 MP0549
 MP0549  HISTORY     - Date     Condition        Report By
 MP0549  HISTORY     - UNK      MONUMENTED       USGS
 MP0549  HISTORY     - 1959     GOOD             USGS
 MP0549
 MP0549                          STATION DESCRIPTION
 MP0549
 MP0549'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0549'NEW DESCRIPTION
 MP0549'
 MP0549'T0 REACH FROM POST OFFICE IN SARATOGA, WYOMING, GO W. ONE BLOCK TO
 MP0549'WYOMING STATE HIGHWAY 130, GO S. 9.0 MI. TO JUNCTION OF STATE
 MP0549'HIGHWAYS 130 AND 230, PROCEED SE. 11.0 MI. ALONG STATE HIGHWAY 130
 MP0549'TO BRUSH CREEK RANGER STATION, CONTINUE 6.7 MI. ALONG STATE HIGHWAY
 MP0549'130 TO A TIMBER RD., GO 1.5 MI. LEFT ALONG TIMBER RD., GO LEFT 1.3
 MP0549'MI. ALONG TIMBER RD. TO END OF TRUCK TRAVEL.  PACK ESE. THRU
 MP0549'TIMBER, PAST ROCK CLEARING, TO TOP AND STATION SITE.  A 45 MINUTE
 MP0549'PACK.
 MP0549'
 MP0549'STATION MARK--STANDARD USGS TABLET, STAMPED ---VA 10 330 10-6-05---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0561 ***********************************************************************
 MP0561  DESIGNATION -  10980 VA
 MP0561  PID         -  MP0561
 MP0561  STATE/COUNTY-  WY/CARBON
 MP0561  USGS QUAD   -  BLACKHALL MOUNTAIN (1983)
 MP0561
 MP0561                         *CURRENT SURVEY CONTROL
 MP0561  ___________________________________________________________________
 MP0561* NAD 83(1993)-  41 01 59.36226(N)    106 41 03.53259(W)     ADJUSTED  
 MP0561* NAVD 88     -      3347.     (meters)   10981.     (feet)  SCALED    
 MP0561  ___________________________________________________________________
 MP0561  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 MP0561  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 MP0561
 MP0561  HORZ ORDER  -  SECOND
 MP0561
 MP0561.The horizontal coordinates were established by classical geodetic methods
 MP0561.and adjusted by the National Geodetic Survey in January 1997..
 MP0561
 MP0561.The orthometric height was scaled from a topographic map.
 MP0561
 MP0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0561
 MP0561.The geoid height was determined by GEOID03.
 MP0561
 MP0561;                    North         East     Units Scale Factor Converg.
 MP0561;SPC WYEC     -   159,405.900   454,574.690   MT  0.99997414   +0 25 33.9
 MP0561;SPC CO N     -   494,209.790   814,807.221   MT  1.00005010   -0 45 54.8
 MP0561;SPC CO N     - 1,621,419.95  2,673,246.69   sFT  1.00005010   -0 45 54.8
 MP0561;UTM  13      - 4,543,804.155   358,414.715   MT  0.99984673   -1 06 21.3
 MP0561
 MP0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0561!SPC WYEC     -   0.99947692  x   0.99997414  =   0.99945107
 MP0561!SPC CO N     -   0.99947692  x   1.00005010  =   0.99952699
 MP0561!UTM  13      -   0.99947692  x   0.99984673  =   0.99932373
 MP0561
 MP0561                          SUPERSEDED SURVEY CONTROL
 MP0561
 MP0561  NAD 83(1993)-  41 01 59.35873(N)    106 41 03.53015(W) AD(       ) 2
 MP0561  NAD 83(1986)-  41 01 59.35816(N)    106 41 03.52839(W) AD(       ) 2
 MP0561  NAD 27      -  41 01 59.46800(N)    106 41 01.39100(W) AD(       ) 2
 MP0561
 MP0561.Superseded values are not recommended for survey control.
 MP0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0561.See file dsdata.txt to determine how the superseded data were derived.
 MP0561
 MP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5841543804(NAD 83)
 MP0561_MARKER: DB = BENCH MARK DISK
 MP0561_SETTING: 66 = SET IN ROCK OUTCROP
 MP0561_SP_SET: SET IN ROCK OUTCROP
 MP0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0561+STABILITY: POSITION/ELEVATION WELL
 MP0561
 MP0561  HISTORY     - Date     Condition        Report By
 MP0561  HISTORY     - 1949     MONUMENTED       USGS
 MP0561
 MP0561                          STATION DESCRIPTION
 MP0561
 MP0561'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 MP0561'THE STATION IS LOCATED JUST NORTH OF THE FOREST SERVICE LOOKOUT
 MP0561'HOUSE ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS BLACKHALL
 MP0561'MOUNTAIN.  ABOUT 13.5 MILES AIR LINE SOUTH-SOUTHEAST OF ENCAMPMENT.
 MP0561'
 MP0561'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 MP0561'BEDROCK OUTCROP, 2 FEET NORTH OF THE NORTH SIDE OF THE LOOKOUT
 MP0561'HOUSE, PROJECTS 10 INCHES AND STAMPED, VA 10980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0600 ***********************************************************************
 PV0600  DESIGNATION -  11 GRS
 PV0600  PID         -  PV0600
 PV0600  STATE/COUNTY-  WY/CAMPBELL
 PV0600  USGS QUAD   -  RECLUSE (1971)
 PV0600
 PV0600                         *CURRENT SURVEY CONTROL
 PV0600  ___________________________________________________________________
 PV0600* NAD 83(1986)-  44 41 09.     (N)    105 43 54.     (W)     SCALED    
 PV0600* NAVD 88     -      1260.823  (meters)    4136.55   (feet)  POSTED    
 PV0600  ___________________________________________________________________
 PV0600  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 PV0600  DYNAMIC HT  -        1260.380 (meters)    4135.10  (feet)  COMP
 PV0600  MODELED GRAV-     980,224.8   (mgal)                       NAVD 88
 PV0600
 PV0600  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0600
 PV0600.The horizontal coordinates were scaled from a topographic map and have
 PV0600.an estimated accuracy of +/- 6 seconds.
 PV0600
 PV0600.The orthometric height was determined by differential leveling
 PV0600.and adjusted by the National Geodetic Survey in 1992..
 PV0600.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0600.rate of 0.0 thru 1.0 mm/km.
 PV0600
 PV0600.The geoid height was determined by GEOID03.
 PV0600
 PV0600.The dynamic height is computed by dividing the NAVD 88
 PV0600.geopotential number by the normal gravity value computed on the
 PV0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0600.degrees latitude (g = 980.6199 gals.).
 PV0600
 PV0600.The modeled gravity was interpolated from observed gravity values.
 PV0600
 PV0600;                    North         East    Units  Estimated Accuracy
 PV0600;SPC WY E     -   465,110.      155,210.      MT  (+/- 180 meters Scaled)
 PV0600
 PV0600                          SUPERSEDED SURVEY CONTROL
 PV0600
 PV0600.No superseded survey control is available for this station.
 PV0600
 PV0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK420483(NAD 83)
 PV0600_MARKER: DB = BENCH MARK DISK
 PV0600_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0600_SP_SET: COPPER-CLAD STEEL ROD
 PV0600_STAMPING: 11 GRS 1971
 PV0600_MARK LOGO: USGS  
 PV0600_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0600+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0600
 PV0600  HISTORY     - Date     Condition        Report By
 PV0600  HISTORY     - 1971     MONUMENTED       USGS
 PV0600
 PV0600                          STATION DESCRIPTION
 PV0600
 PV0600'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0600'FROM THE RECLUSE, WYOMING POST OFFICE, PROCEED 4.9 MILES SOUTH ALONG
 PV0600'RECLUSE ROAD TO THE JUNCTION WITH U.S. HIGHWAY 14 AND 16, 77 FEET
 PV0600'NORTH AND 60 FEET EAST OF AND 4 FEET LOWER THAN A T-JUNCTION, 4 FEET
 PV0600'NORTH AND 2 FEET EAST OF A T-FENCE CORNER, 2 FEET WEST OF A WITNESS
 PV0600'POST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0068 ***********************************************************************
 NR0068  DESIGNATION -  11 HA
 NR0068  PID         -  NR0068
 NR0068  STATE/COUNTY-  WY/CARBON
 NR0068  USGS QUAD   -  T B RANCH (1961)
 NR0068
 NR0068                         *CURRENT SURVEY CONTROL
 NR0068  ___________________________________________________________________
 NR0068* NAD 83(1986)-  42 03 36.     (N)    106 11 26.     (W)     SCALED    
 NR0068* NAVD 88     -      2089.166  (meters)    6854.21   (feet)  ADJUSTED  
 NR0068  ___________________________________________________________________
 NR0068  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 NR0068  DYNAMIC HT  -        2087.429 (meters)    6848.51  (feet)  COMP
 NR0068  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 NR0068
 NR0068  VERT ORDER  -  SECOND    CLASS 0
 NR0068
 NR0068.The horizontal coordinates were scaled from a topographic map and have
 NR0068.an estimated accuracy of +/- 6 seconds.
 NR0068
 NR0068.The orthometric height was determined by differential leveling
 NR0068.and adjusted by the National Geodetic Survey in June 1991..
 NR0068
 NR0068.The geoid height was determined by GEOID03.
 NR0068
 NR0068.The dynamic height is computed by dividing the NAVD 88
 NR0068.geopotential number by the normal gravity value computed on the
 NR0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0068.degrees latitude (g = 980.6199 gals.).
 NR0068
 NR0068.The modeled gravity was interpolated from observed gravity values.
 NR0068
 NR0068;                    North         East    Units  Estimated Accuracy
 NR0068;SPC WYEC     -   273,870.      494,590.      MT  (+/- 180 meters Scaled)
 NR0068
 NR0068                          SUPERSEDED SURVEY CONTROL
 NR0068
 NR0068  NGVD 29 (??/??/92) 2088.040  (m)         6850.51   (f) ADJ UNCH    2 0
 NR0068
 NR0068.Superseded values are not recommended for survey control.
 NR0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0068.See file dsdata.txt to determine how the superseded data were derived.
 NR0068
 NR0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG014571(NAD 83)
 NR0068_MARKER: DD = SURVEY DISK
 NR0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0068_STAMPING: 11 HA 1948
 NR0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0068+STABILITY: SURFACE MOTION
 NR0068
 NR0068  HISTORY     - Date     Condition        Report By
 NR0068  HISTORY     - 1948     MONUMENTED       USGS
 NR0068  HISTORY     - 1959     GOOD             NGS
 NR0068
 NR0068                          STATION DESCRIPTION
 NR0068
 NR0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0068'12.85 MI N FROM MEDICINE BOW.
 NR0068'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0068'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 12.65 MILES NORTH ALONG
 NR0068'A PAVED ROAD, 125 FEET WEST OF THE CENTER LINE OF THE ROAD, IN SECTION
 NR0068'8, R 78 W, T 24 N, 99 FEET NORTH OF AN EAST-WEST FENCE, 0.8 FOOT WEST
 NR0068'OF A FENCE, 1.4 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 NR0068'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 NR0068'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0415 ***********************************************************************
 MO0415  DESIGNATION -  11 JPU
 MO0415  PID         -  MO0415
 MO0415  STATE/COUNTY-  WY/ALBANY
 MO0415  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0415
 MO0415                         *CURRENT SURVEY CONTROL
 MO0415  ___________________________________________________________________
 MO0415* NAD 83(1986)-  41 43 40.     (N)    105 19 32.     (W)     SCALED    
 MO0415* NAVD 88     -      1919.305  (meters)    6296.92   (feet)  ADJUSTED  
 MO0415  ___________________________________________________________________
 MO0415  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 MO0415  DYNAMIC HT  -        1917.834 (meters)    6292.09  (feet)  COMP
 MO0415  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 MO0415
 MO0415  VERT ORDER  -  SECOND    CLASS 0
 MO0415
 MO0415.The horizontal coordinates were scaled from a topographic map and have
 MO0415.an estimated accuracy of +/- 6 seconds.
 MO0415
 MO0415.The orthometric height was determined by differential leveling
 MO0415.and adjusted by the National Geodetic Survey in June 1991..
 MO0415
 MO0415.The geoid height was determined by GEOID03.
 MO0415
 MO0415.The dynamic height is computed by dividing the NAVD 88
 MO0415.geopotential number by the normal gravity value computed on the
 MO0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0415.degrees latitude (g = 980.6199 gals.).
 MO0415
 MO0415.The modeled gravity was interpolated from observed gravity values.
 MO0415
 MO0415;                    North         East    Units  Estimated Accuracy
 MO0415;SPC WY E     -   136,360.      186,780.      MT  (+/- 180 meters Scaled)
 MO0415
 MO0415                          SUPERSEDED SURVEY CONTROL
 MO0415
 MO0415  NGVD 29 (??/??/92) 1918.380  (m)         6293.89   (f) ADJ UNCH    2 0
 MO0415
 MO0415.Superseded values are not recommended for survey control.
 MO0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0415.See file dsdata.txt to determine how the superseded data were derived.
 MO0415
 MO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG729196(NAD 83)
 MO0415_MARKER: DD = SURVEY DISK
 MO0415_SETTING: 66 = SET IN ROCK OUTCROP
 MO0415_SP_SET: OUTCROP
 MO0415_STAMPING: 11 JPU 1953 6294
 MO0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0415+STABILITY: POSITION/ELEVATION WELL
 MO0415
 MO0415  HISTORY     - Date     Condition        Report By
 MO0415  HISTORY     - 1953     MONUMENTED       USGS
 MO0415  HISTORY     - 1966     GOOD             NGS
 MO0415
 MO0415                          STATION DESCRIPTION
 MO0415
 MO0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0415'35.6 MI SW FROM WHEATLAND.
 MO0415'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0415'WHEATLAND, THENCE 24.05 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0415'THENCE 4.9 MILES SOUTH ALONG OLD WHEATLAND ROAD, IN THE TOP OF
 MO0415'AN OUTCROP PROJECTING ABOUT 2 FEET, 59 1/2 FEET EAST OF THE
 MO0415'CENTER LINE OF THE ROAD, 25.0 FEET WEST OF A FENCE, 16.0 FEET
 MO0415'NORTHWEST OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN
 MO0415'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0170 ***********************************************************************
 OV0170  DESIGNATION -  11 JR
 OV0170  PID         -  OV0170
 OV0170  STATE/COUNTY-  WY/FREMONT
 OV0170  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0170
 OV0170                         *CURRENT SURVEY CONTROL
 OV0170  ___________________________________________________________________
 OV0170* NAD 83(1986)-  43 24 51.     (N)    107 33 46.     (W)     SCALED    
 OV0170* NAVD 88     -      1895.758  (meters)    6219.67   (feet)  ADJUSTED  
 OV0170  ___________________________________________________________________
 OV0170  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 OV0170  DYNAMIC HT  -        1894.568 (meters)    6215.76  (feet)  COMP
 OV0170  MODELED GRAV-     979,924.2   (mgal)                       NAVD 88
 OV0170
 OV0170  VERT ORDER  -  SECOND    CLASS 0
 OV0170
 OV0170.The horizontal coordinates were scaled from a topographic map and have
 OV0170.an estimated accuracy of +/- 6 seconds.
 OV0170
 OV0170.The orthometric height was determined by differential leveling
 OV0170.and adjusted by the National Geodetic Survey in June 1991..
 OV0170
 OV0170.The geoid height was determined by GEOID03.
 OV0170
 OV0170.The dynamic height is computed by dividing the NAVD 88
 OV0170.geopotential number by the normal gravity value computed on the
 OV0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0170.degrees latitude (g = 980.6199 gals.).
 OV0170
 OV0170.The modeled gravity was interpolated from observed gravity values.
 OV0170
 OV0170;                    North         East    Units  Estimated Accuracy
 OV0170;SPC WYWC     -   324,350.      696,150.      MT  (+/- 180 meters Scaled)
 OV0170
 OV0170                          SUPERSEDED SURVEY CONTROL
 OV0170
 OV0170  NGVD 29 (??/??/92) 1894.770  (m)         6216.42   (f) ADJ UNCH    2 0
 OV0170
 OV0170.Superseded values are not recommended for survey control.
 OV0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0170.See file dsdata.txt to determine how the superseded data were derived.
 OV0170
 OV0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ925099(NAD 83)
 OV0170_MARKER: DD = SURVEY DISK
 OV0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0170_STAMPING: 11 JR 1950 6216
 OV0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0170+STABILITY: SURFACE MOTION
 OV0170
 OV0170  HISTORY     - Date     Condition        Report By
 OV0170  HISTORY     - 1950     MONUMENTED       USGS
 OV0170  HISTORY     - 1966     GOOD             NGS
 OV0170
 OV0170                          STATION DESCRIPTION
 OV0170
 OV0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0170'13.6 MI NE FROM LYSITE.
 OV0170'11.55 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0170'AND QUINCY RAILROAD STATION AT LYSITE, THENCE 2.05 MILES NORTH ALONG A
 OV0170'DIRT ROAD (FORMER NOWOOD ROAD), AT THE JUNCTION OF A TRACK ROAD
 OV0170'NORTH-NORTHEAST TO SNYDEE PLACE, ON THE OUTSIDE OF A CURVE, 55 FEET
 OV0170'EAST OF THE CENTER LINE OF THE ROAD, 45 FEET WEST-NORTHWEST OF THE
 OV0170'CENTER LINE OF THE TRACK ROAD, 278 FEET NORTH OF THE CENTER OF THE
 OV0170'JUNCTION, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 OV0170'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OV0170'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0817 ***********************************************************************
 PY0817  DESIGNATION -  11 MDC
 PY0817  PID         -  PY0817
 PY0817  STATE/COUNTY-  WY/TETON
 PY0817  USGS QUAD   -  LEWIS CANYON (1996)
 PY0817
 PY0817                         *CURRENT SURVEY CONTROL
 PY0817  ___________________________________________________________________
 PY0817* NAD 83(1986)-  44 13 52.     (N)    110 39 11.     (W)     SCALED    
 PY0817* NAVD 88     -      2349.189  (meters)    7707.30   (feet)  ADJUSTED  
 PY0817  ___________________________________________________________________
 PY0817  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0817  DYNAMIC HT  -        2347.595 (meters)    7702.07  (feet)  COMP
 PY0817  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 PY0817
 PY0817  VERT ORDER  -  FIRST     CLASS II
 PY0817
 PY0817.The horizontal coordinates were scaled from a topographic map and have
 PY0817.an estimated accuracy of +/- 6 seconds.
 PY0817
 PY0817.The orthometric height was determined by differential leveling
 PY0817.and adjusted by the National Geodetic Survey in June 1991..
 PY0817
 PY0817.The geoid height was determined by GEOID03.
 PY0817
 PY0817.The dynamic height is computed by dividing the NAVD 88
 PY0817.geopotential number by the normal gravity value computed on the
 PY0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0817.degrees latitude (g = 980.6199 gals.).
 PY0817
 PY0817.The modeled gravity was interpolated from observed gravity values.
 PY0817
 PY0817;                    North         East    Units  Estimated Accuracy
 PY0817;SPC WY W     -   514,590.      754,490.      MT  (+/- 180 meters Scaled)
 PY0817
 PY0817                          SUPERSEDED SURVEY CONTROL
 PY0817
 PY0817  NGVD 29 (08/20/92) 2347.816  (m)         7702.79   (f) ADJUSTED    1 2
 PY0817
 PY0817.Superseded values are not recommended for survey control.
 PY0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0817.See file dsdata.txt to determine how the superseded data were derived.
 PY0817
 PY0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP277976(NAD 83)
 PY0817_MARKER: DB = BENCH MARK DISK
 PY0817_SETTING: 66 = SET IN ROCK OUTCROP
 PY0817_SP_SET: BEDROCK
 PY0817_STAMPING: 11 MDC 1977 7702
 PY0817_MARK LOGO: USGS  
 PY0817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0817+STABILITY: POSITION/ELEVATION WELL
 PY0817
 PY0817  HISTORY     - Date     Condition        Report By
 PY0817  HISTORY     - 1977     MONUMENTED       USGS
 PY0817  HISTORY     - 1987     GOOD             NGS
 PY0817
 PY0817                          STATION DESCRIPTION
 PY0817
 PY0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0817'16.9 KM (10.50 MI) NORTH FROM FLAGG RANCH.
 PY0817'16.9 KM (10.50 MI) NORTHERLY ALONG THE SOUTH ENTRANCE ROAD FROM THE
 PY0817'FLAGG RANCH HEADQUARTERS IN FLAGG RANCH, NEAR THE CENTER OF THE
 PY0817'SOUTHERN 1/2 OF A LARGE AREA OF OUTCROPPING BEDROCK, 51.0 M (167.3
 PY0817'FT) SOUTH OF THE INTERSECTION OF A DIM TRACK ROAD LEADING SOUTH, AND
 PY0817'7.8 M (25.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0817'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0973 ***********************************************************************
 PY0973  DESIGNATION -  11 MDC
 PY0973  PID         -  PY0973
 PY0973  STATE/COUNTY-  WY/PARK
 PY0973  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0973
 PY0973                         *CURRENT SURVEY CONTROL
 PY0973  ___________________________________________________________________
 PY0973* NAD 83(1986)-  44 44 10.     (N)    110 29 31.     (W)     SCALED    
 PY0973* NAVD 88     -      2414.597  (meters)    7921.89   (feet)  ADJUSTED  
 PY0973  ___________________________________________________________________
 PY0973  GEOID HEIGHT-          -8.51  (meters)                     GEOID03
 PY0973  DYNAMIC HT  -        2413.049 (meters)    7916.81  (feet)  COMP
 PY0973  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 PY0973
 PY0973  VERT ORDER  -  FIRST     CLASS II
 PY0973
 PY0973.The horizontal coordinates were scaled from a topographic map and have
 PY0973.an estimated accuracy of +/- 6 seconds.
 PY0973
 PY0973.The orthometric height was determined by differential leveling
 PY0973.and adjusted by the National Geodetic Survey in June 1991..
 PY0973.WARNING-Repeat measurements at this control monument indicate possible
 PY0973.vertical movement.
 PY0973
 PY0973.The geoid height was determined by GEOID03.
 PY0973
 PY0973.The dynamic height is computed by dividing the NAVD 88
 PY0973.geopotential number by the normal gravity value computed on the
 PY0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0973.degrees latitude (g = 980.6199 gals.).
 PY0973
 PY0973.The modeled gravity was interpolated from observed gravity values.
 PY0973
 PY0973;                    North         East    Units  Estimated Accuracy
 PY0973;SPC WYWC     -   472,020.      462,030.      MT  (+/- 180 meters Scaled)
 PY0973
 PY0973                          SUPERSEDED SURVEY CONTROL
 PY0973
 PY0973  NGVD 29 (08/20/92) 2413.224  (m)         7917.39   (f) ADJUSTED    1 2
 PY0973
 PY0973.Superseded values are not recommended for survey control.
 PY0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0973.See file dsdata.txt to determine how the superseded data were derived.
 PY0973
 PY0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ402537(NAD 83)
 PY0973_MARKER: DB = BENCH MARK DISK
 PY0973_SETTING: 80 = SET IN A BOULDER
 PY0973_SP_SET: BOULDER
 PY0973_STAMPING: 11 MDC 1976 7917
 PY0973_MARK LOGO: USGS  
 PY0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0973+STABILITY: SURFACE MOTION
 PY0973
 PY0973  HISTORY     - Date     Condition        Report By
 PY0973  HISTORY     - 1976     MONUMENTED       USGS
 PY0973  HISTORY     - 1987     GOOD             NGS
 PY0973  HISTORY     - 1988     GOOD             USGS
 PY0973
 PY0973                          STATION DESCRIPTION
 PY0973
 PY0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0973'IN CANYON VILLAGE.
 PY0973'IN CANYON VILLAGE, AT THE INTERSECTION OF TOWER JUNCTION HIGHWAY AND
 PY0973'NORTH RIM DRIVE, IN TOP OF A LARGE DOME SHAPED BOULDER THAT PROJECTS
 PY0973'24-INCHES ABOVE THE GROUND SURFACE, 99.1 M (325.1 FT) EAST-NORTHEAST
 PY0973'OF THE CENTER OF THE HIGHWAY, 47.2 M (154.9 FT) NORTH OF THE CENTER
 PY0973'OF THE DRIVE, AND 24.7 M (81.0 FT) EAST OF THE EAST FACE OF THE
 PY0973'CANYON SERVICE STATION.
 PY0973'THE MARK IS 2.0 M ABOVE NORTH RIM ROAD.
 PY0973
 PY0973                          STATION RECOVERY (1988)
 PY0973
 PY0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0912 ***********************************************************************
 PY0912  DESIGNATION -  11 RDS
 PY0912  PID         -  PY0912
 PY0912  STATE/COUNTY-  WY/PARK
 PY0912  USGS QUAD   -  MARY LAKE (1986)
 PY0912
 PY0912                         *CURRENT SURVEY CONTROL
 PY0912  ___________________________________________________________________
 PY0912* NAD 83(1986)-  44 36 20.     (N)    110 38 19.     (W)     SCALED    
 PY0912* NAVD 88     -      2521.222  (meters)    8271.71   (feet)  ADJUSTED  
 PY0912  ___________________________________________________________________
 PY0912  GEOID HEIGHT-          -8.72  (meters)                     GEOID03
 PY0912  DYNAMIC HT  -        2519.519 (meters)    8266.12  (feet)  COMP
 PY0912  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 PY0912
 PY0912  VERT ORDER  -  FIRST     CLASS II
 PY0912
 PY0912.The horizontal coordinates were scaled from a topographic map and have
 PY0912.an estimated accuracy of +/- 6 seconds.
 PY0912
 PY0912.The orthometric height was determined by differential leveling
 PY0912.and adjusted by the National Geodetic Survey in June 1991..
 PY0912
 PY0912.The geoid height was determined by GEOID03.
 PY0912
 PY0912.The dynamic height is computed by dividing the NAVD 88
 PY0912.geopotential number by the normal gravity value computed on the
 PY0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0912.degrees latitude (g = 980.6199 gals.).
 PY0912
 PY0912.The modeled gravity was interpolated from observed gravity values.
 PY0912
 PY0912;                    North         East    Units  Estimated Accuracy
 PY0912;SPC WYWC     -   457,770.      450,080.      MT  (+/- 180 meters Scaled)
 PY0912
 PY0912                          SUPERSEDED SURVEY CONTROL
 PY0912
 PY0912  NGVD 29 (08/20/92) 2519.809  (m)         8267.07   (f) ADJUSTED    1 2
 PY0912
 PY0912.Superseded values are not recommended for survey control.
 PY0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0912.See file dsdata.txt to determine how the superseded data were derived.
 PY0912
 PY0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ286391(NAD 83)
 PY0912_MARKER: DB = BENCH MARK DISK
 PY0912_SETTING: 66 = SET IN ROCK OUTCROP
 PY0912_SP_SET: BEDROCK
 PY0912_STAMPING: 11 RDS 1955
 PY0912_MARK LOGO: USGS  
 PY0912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0912+STABILITY: POSITION/ELEVATION WELL
 PY0912
 PY0912  HISTORY     - Date     Condition        Report By
 PY0912  HISTORY     - 1955     MONUMENTED       USGS
 PY0912  HISTORY     - 1987     GOOD             NGS
 PY0912
 PY0912                          STATION DESCRIPTION
 PY0912
 PY0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0912'28.2 KM (17.50 MI) SW FROM CANYON JUNCTION.
 PY0912'10.9 KM (6.75 MI) SOUTH ALONG THE MAIN ROAD FROM CANYON JUNCTION,
 PY0912'THENCE 13.9 KM (8.65 MI) WESTERLY ALONG TROUT CREEK TRAIL (OLD FIRE
 PY0912'ROAD TO MARY LAKE), THENCE 3.4 KM (2.10 MI) SOUTHWEST ALONG MARY
 PY0912'MOUNTAIN TRAIL, OR 10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD
 PY0912'FROM MADISON JUNCTION, THENCE 3.5 KM (2.15 MI) EASTERLY ALONG A
 PY0912'SERVICE ROAD AND MARY MOUNTAIN TRAIL TO A FOOT BRIDGE ACROSS NEZ
 PY0912'PERCE CREEK, THENCE 13.6 KM (8.45 MI) EASTERLY ALONG MARY MOUNTAIN
 PY0912'TRAIL, CEMENTED IN A DRILL HOLE IN AN EXPOSED AREA OF ROCK OUTCROP,
 PY0912'68.0 M (223.1 FT) NORTH OF THE NORTH EDGE OF MARY LAKE, 41.5 M (136.2
 PY0912'FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE MARY LAKE PATROL
 PY0912'CABIN, AND 13.7 M (44.9 FT) NORTH OF THE TRAIL CENTER.
 PY0912'THE MARK IS 2.6 M ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0469 ***********************************************************************
 OU0469  DESIGNATION -  11 RGB
 OU0469  PID         -  OU0469
 OU0469  STATE/COUNTY-  WY/WESTON
 OU0469  USGS QUAD   -  PINEY CANYON NE (1971)
 OU0469
 OU0469                         *CURRENT SURVEY CONTROL
 OU0469  ___________________________________________________________________
 OU0469* NAD 83(1986)-  43 38 17.     (N)    105 00 32.     (W)     SCALED    
 OU0469* NAVD 88     -      1342.444  (meters)    4404.34   (feet)  POSTED    
 OU0469  ___________________________________________________________________
 OU0469  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 OU0469  DYNAMIC HT  -        1341.780 (meters)    4402.16  (feet)  COMP
 OU0469  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 OU0469
 OU0469  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0469
 OU0469.The horizontal coordinates were scaled from a topographic map and have
 OU0469.an estimated accuracy of +/- 6 seconds.
 OU0469
 OU0469.The orthometric height was determined by differential leveling
 OU0469.and adjusted by the National Geodetic Survey in 1992..
 OU0469.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0469.rate of 0.0 thru 1.0 mm/km.
 OU0469
 OU0469.The geoid height was determined by GEOID03.
 OU0469
 OU0469.The dynamic height is computed by dividing the NAVD 88
 OU0469.geopotential number by the normal gravity value computed on the
 OU0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0469.degrees latitude (g = 980.6199 gals.).
 OU0469
 OU0469.The modeled gravity was interpolated from observed gravity values.
 OU0469
 OU0469;                    North         East    Units  Estimated Accuracy
 OU0469;SPC WY E     -   348,550.      212,730.      MT  (+/- 180 meters Scaled)
 OU0469
 OU0469                          SUPERSEDED SURVEY CONTROL
 OU0469
 OU0469.No superseded survey control is available for this station.
 OU0469
 OU0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ992316(NAD 83)
 OU0469_MARKER: DB = BENCH MARK DISK
 OU0469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0469_SP_SET: COPPER-CLAD STEEL ROD
 OU0469_STAMPING: 11 RGB 1971
 OU0469_MARK LOGO: USGS  
 OU0469_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0469+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0469
 OU0469  HISTORY     - Date     Condition        Report By
 OU0469  HISTORY     - 1971     MONUMENTED       USGS
 OU0469
 OU0469                          STATION DESCRIPTION
 OU0469
 OU0469'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0469'FROM CLARETON, WYOMING, PROCEED 13.7 MILES WEST ALONG STATE HIGHWAY
 OU0469'450, THENCE 5.7 MILES SOUTHWEST ALONG PINEY CANYON ROAD TO A SHARP
 OU0469'CURVE, 37 FEET NORTH OF THE CENTERLINE OF THE ROAD AT CURVE, 3 FEET
 OU0469'SOUTH OF A WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD AND FLUSH
 OU0469'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0881 ***********************************************************************
 MR0881  DESIGNATION -  11 SC
 MR0881  PID         -  MR0881
 MR0881  STATE/COUNTY-  WY/LINCOLN
 MR0881  USGS QUAD   -  OPAL (1969)
 MR0881
 MR0881                         *CURRENT SURVEY CONTROL
 MR0881  ___________________________________________________________________
 MR0881* NAD 83(1986)-  41 51 47.     (N)    110 16 38.     (W)     SCALED    
 MR0881* NAVD 88     -      2042.510  (meters)    6701.13   (feet)  ADJUSTED  
 MR0881  ___________________________________________________________________
 MR0881  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 MR0881  DYNAMIC HT  -        2040.762 (meters)    6695.40  (feet)  COMP
 MR0881  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 MR0881
 MR0881  VERT ORDER  -  THIRD
 MR0881
 MR0881.The horizontal coordinates were scaled from a topographic map and have
 MR0881.an estimated accuracy of +/- 6 seconds.
 MR0881
 MR0881.The orthometric height was determined by differential leveling
 MR0881.and adjusted by the National Geodetic Survey in December 1993..
 MR0881
 MR0881.The geoid height was determined by GEOID03.
 MR0881
 MR0881.The dynamic height is computed by dividing the NAVD 88
 MR0881.geopotential number by the normal gravity value computed on the
 MR0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0881.degrees latitude (g = 980.6199 gals.).
 MR0881
 MR0881.The modeled gravity was interpolated from observed gravity values.
 MR0881
 MR0881;                    North         East    Units  Estimated Accuracy
 MR0881;SPC WY W     -   251,390.      783,900.      MT  (+/- 180 meters Scaled)
 MR0881
 MR0881                          SUPERSEDED SURVEY CONTROL
 MR0881
 MR0881.No superseded survey control is available for this station.
 MR0881
 MR0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM599348(NAD 83)
 MR0881_MARKER: DB = BENCH MARK DISK
 MR0881_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0881_SP_SET: COPPER-CLAD STEEL ROD
 MR0881_STAMPING: 11 SC 19699
 MR0881_MARK LOGO: USGS  
 MR0881_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0881+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0881
 MR0881  HISTORY     - Date     Condition        Report By
 MR0881  HISTORY     - 1969     MONUMENTED       USGS
 MR0881
 MR0881                          STATION DESCRIPTION
 MR0881
 MR0881'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0881'FROM OPAL, WYOMING RAILROAD STATION, PROCEED 7.4 MILES NORTHERLY
 MR0881'ALONG STATE ROAD 1208 AT THE TOP OF A HILL, 107 FEET EAST AND 14 FEET
 MR0881'HIGHER THAN THE CENTERLINE OF THE ROAD, ENCASED IN AN 8 INCH TILE AND
 MR0881'NEAR A STEEL FENCE POST AND SIGN, SET IN A COPPER-CLAD STEEL ROD
 MR0881'DRIVEN 6.0 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0501 ***********************************************************************
 OU0501  DESIGNATION -  11 SJS
 OU0501  PID         -  OU0501
 OU0501  STATE/COUNTY-  WY/CONVERSE
 OU0501  USGS QUAD   -  SPLIT HILL (1981)
 OU0501
 OU0501                         *CURRENT SURVEY CONTROL
 OU0501  ___________________________________________________________________
 OU0501* NAD 83(1986)-  43 12 11.     (N)    104 59 24.     (W)     SCALED    
 OU0501* NAVD 88     -      1350.099  (meters)    4429.45   (feet)  ADJUSTED  
 OU0501  ___________________________________________________________________
 OU0501  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 OU0501  DYNAMIC HT  -        1349.363 (meters)    4427.04  (feet)  COMP
 OU0501  MODELED GRAV-     980,027.6   (mgal)                       NAVD 88
 OU0501
 OU0501  VERT ORDER  -  THIRD
 OU0501
 OU0501.The horizontal coordinates were scaled from a topographic map and have
 OU0501.an estimated accuracy of +/- 6 seconds.
 OU0501
 OU0501.The orthometric height was determined by differential leveling
 OU0501.and adjusted by the National Geodetic Survey in December 1993..
 OU0501
 OU0501.The geoid height was determined by GEOID03.
 OU0501
 OU0501.The dynamic height is computed by dividing the NAVD 88
 OU0501.geopotential number by the normal gravity value computed on the
 OU0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0501.degrees latitude (g = 980.6199 gals.).
 OU0501
 OU0501.The modeled gravity was interpolated from observed gravity values.
 OU0501
 OU0501;                    North         East    Units  Estimated Accuracy
 OU0501;SPC WY E     -   300,230.      214,360.      MT  (+/- 180 meters Scaled)
 OU0501
 OU0501                          SUPERSEDED SURVEY CONTROL
 OU0501
 OU0501.No superseded survey control is available for this station.
 OU0501
 OU0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH008833(NAD 83)
 OU0501_MARKER: DB = BENCH MARK DISK
 OU0501_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0501+WITH SETTING: INFORMATION.
 OU0501_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0501_STAMPING: 11 SJS 1970
 OU0501_MARK LOGO: USGS  
 OU0501_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0501
 OU0501  HISTORY     - Date     Condition        Report By
 OU0501  HISTORY     - 1970     MONUMENTED       USGS
 OU0501
 OU0501                          STATION DESCRIPTION
 OU0501
 OU0501'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0501'FROM THE KETELSEN RANCH HEADQUARTERS, PROCEED 0.06 MILE (0.10 KM) WEST
 OU0501'ALONG THE ROAD TO BILL, WY, NEAR THE 1/4 CORNER OF S.2 AND S.11, T.37
 OU0501'N., R.68 W., APPROXIMATELY 250 FEET (76.2 M) WEST FROM A BEND IN A
 OU0501'SMALL EARTHEN DAM, 30 FEET (9.1 M) SOUTH OF A ROAD, 6 FEET (1.8 M)
 OU0501'EAST AND 1 FOOT (0.3 M) NORTH FROM THE EAST END OF A WIRE GATE,
 OU0501'ENCASED IN A 6-INCH WHITE PLASTIC PIPE, PROJECTING 0.4 FOOT, AND SET
 OU0501'ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0351 ***********************************************************************
 NS0351  DESIGNATION -  11 TET
 NS0351  PID         -  NS0351
 NS0351  STATE/COUNTY-  WY/SWEETWATER
 NS0351  USGS QUAD   -  TWELVEMILE SINK (1980)
 NS0351
 NS0351                         *CURRENT SURVEY CONTROL
 NS0351  ___________________________________________________________________
 NS0351* NAD 83(1986)-  42 06 54.     (N)    109 47 34.     (W)     SCALED    
 NS0351* NAVD 88     -      2078.372  (meters)    6818.79   (feet)  ADJUSTED  
 NS0351  ___________________________________________________________________
 NS0351  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 NS0351  DYNAMIC HT  -        2076.626 (meters)    6813.06  (feet)  COMP
 NS0351  MODELED GRAV-     979,708.1   (mgal)                       NAVD 88
 NS0351
 NS0351  VERT ORDER  -  THIRD
 NS0351
 NS0351.The horizontal coordinates were scaled from a topographic map and have
 NS0351.an estimated accuracy of +/- 6 seconds.
 NS0351
 NS0351.The orthometric height was determined by differential leveling
 NS0351.and adjusted by the National Geodetic Survey in December 1993..
 NS0351
 NS0351.The geoid height was determined by GEOID03.
 NS0351
 NS0351.The dynamic height is computed by dividing the NAVD 88
 NS0351.geopotential number by the normal gravity value computed on the
 NS0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0351.degrees latitude (g = 980.6199 gals.).
 NS0351
 NS0351.The modeled gravity was interpolated from observed gravity values.
 NS0351
 NS0351;                    North         East    Units  Estimated Accuracy
 NS0351;SPC WYWC     -   179,880.      513,770.      MT  (+/- 180 meters Scaled)
 NS0351
 NS0351                          SUPERSEDED SURVEY CONTROL
 NS0351
 NS0351.No superseded survey control is available for this station.
 NS0351
 NS0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM998632(NAD 83)
 NS0351_MARKER: DB = BENCH MARK DISK
 NS0351_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0351_SP_SET: COPPER-CLAD STEEL ROD
 NS0351_STAMPING: 11 TET 1968
 NS0351_MARK LOGO: USGS  
 NS0351_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0351+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0351
 NS0351  HISTORY     - Date     Condition        Report By
 NS0351  HISTORY     - 1968     MONUMENTED       USGS
 NS0351
 NS0351                          STATION DESCRIPTION
 NS0351
 NS0351'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0351'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0351'18.9 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD
 NS0351'NUMBER 4242) NEAR THE SOUTHEAST 1/4 CORNER OF SECTION 27/TOWNSHIP 25
 NS0351'NORTH/RANGE 109 WEST, 35 FEET SOUTH AND ABOUT THE SAME ELEVATION AS
 NS0351'THE ROAD, 1 FOOT NORTH OF A WITNESS POST, SET IN A COPPER-CLAD STEEL
 NS0351'ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0423 ***********************************************************************
 MO0423  DESIGNATION -  11 WEW
 MO0423  PID         -  MO0423
 MO0423  STATE/COUNTY-  WY/PLATTE
 MO0423  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0423
 MO0423                         *CURRENT SURVEY CONTROL
 MO0423  ___________________________________________________________________
 MO0423* NAD 83(1986)-  41 42 11.     (N)    105 15 42.     (W)     SCALED    
 MO0423* NAVD 88     -      2189.992  (meters)    7185.00   (feet)  ADJUSTED  
 MO0423  ___________________________________________________________________
 MO0423  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 MO0423  DYNAMIC HT  -        2188.284 (meters)    7179.40  (feet)  COMP
 MO0423  MODELED GRAV-     979,762.3   (mgal)                       NAVD 88
 MO0423
 MO0423  VERT ORDER  -  SECOND    CLASS 0
 MO0423
 MO0423.The horizontal coordinates were scaled from a topographic map and have
 MO0423.an estimated accuracy of +/- 6 seconds.
 MO0423
 MO0423.The orthometric height was determined by differential leveling
 MO0423.and adjusted by the National Geodetic Survey in June 1991..
 MO0423
 MO0423.The geoid height was determined by GEOID03.
 MO0423
 MO0423.The dynamic height is computed by dividing the NAVD 88
 MO0423.geopotential number by the normal gravity value computed on the
 MO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0423.degrees latitude (g = 980.6199 gals.).
 MO0423
 MO0423.The modeled gravity was interpolated from observed gravity values.
 MO0423
 MO0423;                    North         East    Units  Estimated Accuracy
 MO0423;SPC WY E     -   133,600.      192,090.      MT  (+/- 180 meters Scaled)
 MO0423
 MO0423                          SUPERSEDED SURVEY CONTROL
 MO0423
 MO0423  NGVD 29 (??/??/92) 2189.065  (m)         7181.96   (f) ADJ UNCH    2 0
 MO0423
 MO0423.Superseded values are not recommended for survey control.
 MO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0423.See file dsdata.txt to determine how the superseded data were derived.
 MO0423
 MO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG782168(NAD 83)
 MO0423_MARKER: DD = SURVEY DISK
 MO0423_SETTING: 66 = SET IN ROCK OUTCROP
 MO0423_SP_SET: OUTCROP
 MO0423_STAMPING: 11 WEW 1953 7181
 MO0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0423+STABILITY: POSITION/ELEVATION WELL
 MO0423
 MO0423  HISTORY     - Date     Condition        Report By
 MO0423  HISTORY     - 1953     MONUMENTED       USGS
 MO0423  HISTORY     - 1966     GOOD             NGS
 MO0423
 MO0423                          STATION DESCRIPTION
 MO0423
 MO0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0423'12.4 MI NW FROM FARTHING.
 MO0423'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0423'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 10.55 MILES
 MO0423'NORTHWEST ALONG A PRIVATE ROAD, 0.25 MILE NORTH OF THE JUNCTION
 MO0423'OF A TRACK ROAD EAST TO A RESERVOIR, 0.4 MILE SOUTHEAST OF A
 MO0423'GATE, IN THE TOP OF AN OUTCROP PROJECTING ABOUT 2 1/2 FEET, 112
 MO0423'FEET EAST OF THE CENTER LINE OF THE ROAD, 9.5 FEET SOUTHEAST
 MO0423'OF A WITNESS POST, AND ABOUT 7 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0322 ***********************************************************************
 OW0322  DESIGNATION -  11000=KENT
 OW0322  PID         -  OW0322
 OW0322  STATE/COUNTY-  WY/FREMONT
 OW0322  USGS QUAD   -  CASTLE ROCK (1991)
 OW0322
 OW0322                         *CURRENT SURVEY CONTROL
 OW0322  ___________________________________________________________________
 OW0322* NAD 83(1993)-  43 44 59.19855(N)    109 28 58.02374(W)     ADJUSTED  
 OW0322* NAVD 88     -      3357.5    (meters)   11015.     (feet)  VERTCON   
 OW0322  ___________________________________________________________________
 OW0322  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 OW0322  GEOID HEIGHT-          -7.80  (meters)                     GEOID03
 OW0322
 OW0322  HORZ ORDER  -  FIRST
 OW0322
 OW0322.The horizontal coordinates were established by classical geodetic methods
 OW0322.and adjusted by the National Geodetic Survey in January 1997..
 OW0322
 OW0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0322
 OW0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0322
 OW0322.The geoid height was determined by GEOID03.
 OW0322
 OW0322;                    North         East     Units Scale Factor Converg.
 OW0322;SPC WYWC     -   361,209.853   540,983.326   MT  0.99998032   -0 30 24.3
 OW0322;UTM  12      - 4,845,200.303   622,152.116   MT  0.99978353   +1 02 57.5
 OW0322
 OW0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0322!SPC WYWC     -   0.99947500  x   0.99998032  =   0.99945533
 OW0322!UTM  12      -   0.99947500  x   0.99978353  =   0.99925865
 OW0322
 OW0322:                Primary Azimuth Mark                     Grid Az
 OW0322:SPC WYWC     -  KENT AZ MK                               045 28 43.5
 OW0322:UTM  12      -  KENT AZ MK                               043 55 21.7
 OW0322
 OW0322|---------------------------------------------------------------------|
 OW0322| PID    Reference Object                     Distance      Geod. Az  |
 OW0322|                                                           dddmmss.s |
 OW0322| CP5623 KENT AZ MK                                         0445819.2 |
 OW0322| CP5624 KENT RM 1                            16.123 METERS 19755     |
 OW0322| CP5625 KENT RM 2                             3.836 METERS 33105     |
 OW0322|---------------------------------------------------------------------|
 OW0322
 OW0322                          SUPERSEDED SURVEY CONTROL
 OW0322
 OW0322  NAD 83(1986)-  43 44 59.18653(N)    109 28 58.01253(W) AD(       ) 1
 OW0322  NAD 27      -  43 44 59.33300(N)    109 28 55.46500(W) AD(       ) 1
 OW0322  NGVD 29 (07/19/86) 3356.1    (m)        11011.     (f) VERT ANG       
 OW0322
 OW0322.Superseded values are not recommended for survey control.
 OW0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0322.See file dsdata.txt to determine how the superseded data were derived.
 OW0322
 OW0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP2215245200(NAD 83)
 OW0322_MARKER: DD = SURVEY DISK
 OW0322_SETTING: 80 = SET IN A BOULDER
 OW0322_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OW0322
 OW0322  HISTORY     - Date     Condition        Report By
 OW0322  HISTORY     - 1905     MONUMENTED       USGS
 OW0322  HISTORY     - 1936     GOOD             USGS
 OW0322  HISTORY     - 1946     GOOD             CGS
 OW0322  HISTORY     - 1967     GOOD             USGS
 OW0322
 OW0322                          STATION DESCRIPTION
 OW0322
 OW0322'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 OW0322'ABOUT 11 MILES NORTH-NORTHWEST OF DUNCAN POST OFFICE, ON HIGHEST
 OW0322'POINT OF SHARP PEAK KNOWN AS MOUNT KENT, ON DIVIDE BETWEEN CALDWELL
 OW0322'AND BEAR CREEKS, AND 3-1/2 MILES EAST OF WIGGINS FORK.  FROM
 OW0322'SOUTHEAST MOUNTAIN APPEARS SMOOTH WITH TWO WELL-DEFINED, SHARP
 OW0322'PEAKS ABOUT 1/4 MILE APART, THE LEFT (STATION) PEAK BEING THE
 OW0322'HIGHER.  MOUNT KENT APPEARS TO BE HIGHEST POINT ON SOUTH END OF
 OW0322'LONG HIGH RIDGE WITH HIGHER POINTS TO NORTH.  TO REACH FROM
 OW0322'BURRIS POST OFFICE, 27 MILES SOUTHEAST OF DUBOIS, FOLLOW ROUTE
 OW0322'GIVEN IN DESCRIPTION OF STATION DUNCAN (P. 130) AS FAR AS WIRE
 OW0322'GATE WHERE ROAD CROSSES RIDGE 2.0 MILES BEYOND CROSS ROAD
 OW0322'LEADING TO DUNCAN POST OFFICE.  PASS THROUGH GATE AND GO ABOUT
 OW0322'0.7 MILE TO BUTLERS RANCH, WHERE PACK HORSES AND GUIDE CAN BE
 OW0322'OBTAINED.  FROM BUTLERS RANCH FOLLOW HORSE TRAIL NORTHWEST ABOUT
 OW0322'10 MILES ACROSS HIGH RIDGE AND MESA TO BEAR CREEK BASIN.
 OW0322'CROSS THIS VALLEY AND FOLLOW TRAIL NORTH UP OPPOSITE SLOPE, AND
 OW0322'THEN WEST UP STEEP SLOPE TO HIGHEST POINT AND STATION.  IT IS
 OW0322'ABOUT 2-1/2 MILES FROM BEAR CREEK BASIN TO TOP OF MOUNT
 OW0322'KENT, AND ABOUT 2,500-FOOT CLIMB.  STATION MARK IS STANDARD
 OW0322'U.S. GEOLOGICAL SURVEY DISK SET IN HIGHEST POINT OF
 OW0322'MOUNTAIN.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 OW0322'IN OUTCROPPING BEDROCK.  NO. 1 IS 16.119 METERS (52.88
 OW0322'FEET) SOUTH OF STATION S 17 DEG 55 MIN W.  AND NO. 2 IS
 OW0322'3.844 METERS (12.61 FEET) NORTHWEST N 28 DEG 50 MIN W.
 OW0322'AZIMUTH MARK IS ON FIRST PEAK NORTH OF STATION, AND ABOUT 1/4
 OW0322'MILE DISTANT N 44 DEG 58 MIN E.  WIGGINS PEAK,
 OW0322'CAIRN AND WARM SPRINGS, FIRE LOOKOUT TOWER
 OW0322'ARE VISIBLE FROM GROUND AT THIS STATION AND MAY BE USED
 OW0322'AS AZIMUTH MARKS.
 OW0322
 OW0322                          STATION RECOVERY (1946)
 OW0322
 OW0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 OW0322'THE STATION IS LOCATED ON A HIGH, BARREN, CONE-SHAPED PEAK KNOWN
 OW0322'AS KENT MOUNTAIN.  IT IS 16-1/2 MILES, AIRLINE, NORTH-NORTHEAST
 OW0322'OF DUBOIS, 4-1/2 MILES, AIRLINE, EAST OF WIGGINS FORK RIVER, AND
 OW0322'2 MILES, AIRLINE, NORTHWEST OF BEAR CREEK.  THIS IS THE HIGHEST
 OW0322'POINT IN THE IMMEDIATE VICINITY.
 OW0322'
 OW0322'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN EXCELLENT
 OW0322'CONDITION.  IT IS A STANDARD USGS STATION DISC CEMENTED IN A
 OW0322'DRILL HOLE IN A BOULDER WHICH IS 2 FEET BY 1-1/2 FEET AND PROJECTS
 OW0322'1 FOOT.  IT IS ON THE HIGHEST POINT OF THE PEAK AND IS STAMPED
 OW0322'11000 FEET, VA BANNON WB.
 OW0322'
 OW0322'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND TO BE IN GOOD
 OW0322'CONDITION.  IT IS A STANDARD C AND GS DISC CEMENTED IN A DRILL
 OW0322'HOLE IN A 5 FT X 3 FT BOULDER WHICH PROJECTS 10 INCHES.  IT IS
 OW0322'APPROXIMATELY 7 FEET LOWER THAN THE STATION MARK AND IS STAMPED
 OW0322'KENT NO 1 1936.
 OW0322'
 OW0322'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND TO BE IN GOOD
 OW0322'CONDITION.  IT IS A STANDARD C AND GS DISC CEMENTED IN A DRILL
 OW0322'HOLE IN A BOULER WHICH IS 5 FT X 3 FT, IS FLUSH ON THE SOUTH
 OW0322'SIDE AND PROJECTS 3 FEET ON THE NORTH SIDE.  IT IS 5 FEET LOWER
 OW0322'THAN THE STATION AND IS STAMPED KENT NO 2 1936.
 OW0322'
 OW0322'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 OW0322'IT IS A STANDARD C ANDGS DISC CEMENTED IN TOP OF A 3 FT X 1-1/2 FT
 OW0322'BOULDER WHICH PROJECTS 1 FOOT.  IT IS 0.2 MILE NORTHEAST OF THE
 OW0322'STATION ON A HILL THAT IS ABOUT 150 FEET LOWER THAN THE STATION
 OW0322'HILL.  IT IS 10 FEET NORTHWEST OF THE HIGHEST POINT OF THE HILL
 OW0322'AND IS STAMPED KENT 1936.
 OW0322'
 OW0322'THE ORIGINAL DESCRIPTION TO THE STATION IS NOW OBSOLETE.  THE
 OW0322'FOLLOWING IS THE NEW ROUTE WITH A 4 X 4 VEHICLE AND HORSE PACK--FROM
 OW0322'THE POST OFFICE IN DUBOIS GO EAST AND SOUTH ON U.S. HIGHWAY NO.
 OW0322'287 FOR 10.8 MILES.  TURN LEFT ON THE GRADED DIRT ROAD AND GO 6.6
 OW0322'MILES TO FORKS.  TAKE RIGHT FORK, DOWN HILL, AND ACROSS RIVER FOR
 OW0322'3.3 MILES TO FORKS AT THE DOUBLE DIAMOND RANCH.  HERE TAKE THE
 OW0322'LEFT FORK FOR 0.15 MILE TO FORKS.  TAKE THE RIGHT FORK THRU
 OW0322'CATTLE GUARD AND GO 2.55 MILES TO A CATTLE GUARD (14).  PASS
 OW0322'THROUGH AND GO 100 FEET TO A WELL DEFINED TRACK ROAD LEADING
 OW0322'LEFT.  TURN LEFT AND GO 0.7 MILE TO A GATE.  PASS THROUGH
 OW0322'GATE AND CONTINUE ON ROAD KEEPING TO THE RIGHT OF A RANCH HOUSE
 OW0322'AND STABLES FOR 0.15 MILE TO A GATE IN A NORTH-SOUTH FENCE.
 OW0322'PASS THROUGH GATE AND CONTINUE ON A WELL DEFINED ROAD,
 OW0322'FOLLOWING A FENCE FOR 0.5 MILE TO A GATE.  PASS THROUGH GATE
 OW0322'AND CONTINUE ON A WELL TRAVELED ROAD FOR 1.0 MILE TO A GATE AND
 OW0322'CABIN ON A RIDGE 1/4 MILE ON RIDGE TO RIGHT.  CONTINUE STRAIGHT
 OW0322'AHEAD FOR 0.5 MILE TO A GATE.  PASS THROUGH GATE AND GO 1.2
 OW0322'MILE TO BRIDGE ACROSS ALKALI CREEK AND A CABIN 200 FEET TO THE
 OW0322'RIGHT.  KEEP LEFT HAND ROAD FOR 0.15 MILES TO A FOREST SERVICE
 OW0322'BOUNDARY GATE.  PASS THROUGH AND CONTINUE FOR 0.4 MILE TO
 OW0322'CORRALS ON RIGHT.  AT THIS POINT A DITCH CROSSES ROAD
 OW0322'(NOTE--THIS IS AS FAR AS HORSES CAN BE HAULED.  THERE IS FEED AND
 OW0322'WATER HERE).  CROSS DITCH AND CONTINUE FOR 0.85 MILE TO A DOUBLE
 OW0322'SET OF RUTTED TRACKS.  TAKE THE RIGHT TRACKS AND GO 2.2 MILES
 OW0322'THROUGH TREES AND UP DRAW TO A SIGN HORSE CREEK R. S. 18 E. FORK
 OW0322'WIND RIVER 4 AND A GATE.  PASS THROUGH GATE AND CONTINUE ON AN
 OW0322'OLD WAGON ROAD AND TRAIL FOR 4.0 MILES TO A LARGE WASH AT BEAR
 OW0322'CREEK, IN BEAR CREEK BASIN.  CROSS CREEK AND GO 0.1 MILES TO
 OW0322'SIGN BEAR CREEK.  CONTINUE NORTH ON TRAIL FOR 0.25 MILE TO SIGN
 OW0322'BEAR BASIN, BEAR CREEK PASS 4, WIGGINS FORK 7, EAST FORK WIND
 OW0322'RIVER 10.  THIS IS THE END OF TRUCK TRAVEL--FROM HERE FOLLOW
 OW0322'WIGGINS FORK TRAIL ABOUT 1-1/2 MILES TO WHERE TRAIL COMES OUT
 OW0322'INTO A GRASSY OPEN PLACE ON THE MAIN RIDGE AND ABOUT 1 MILE
 OW0322'EAST OF THE STATION.  TURN RIGHT UP RIDGE AND FOLLOW IT TO THE
 OW0322'SUMMIT AND STATION.  A 2 HOUR HORSE PACK.  NOTE.  THE STATION
 OW0322'MAY BE SEEN FROM BEAR CREEK BASIN.
 OW0322
 OW0322                          STATION RECOVERY (1967)
 OW0322
 OW0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (IGT)
 OW0322'THE TO REACH DESCRIPTION IN THE 1946 RECOVERY NOTE,
 OW0322'IS CORRECT UNTIL YOU TAKE THE RIGHT FORK 0.15 MILE NORTH OF
 OW0322'THE DOUBLE DIAMOND RANCH.  THE DESCRIPTION SHOULD READ - TAKE THE
 OW0322'RIGHT FORK THRU CATTLE GUARD AND GO 7.3 MI. NE. ON GRADED RD. UP THE
 OW0322'W. SIDE OF THE E. FORK WIND RIVER TO THE FOREST BOUNDARY FENCE,
 OW0322'CONTINUE 1.3 MI. N. TO RD. FORK AT CREST OF STEEP HILL, TAKE LEFT FORK
 OW0322'AND GO 4.3 MI. NW. TO FOREST WEATHER STATION ON TOP OF DIVIDE BETWEEN
 OW0322'EAST FORK WIND RIVER AND BEAR CREEK, CONTINUE 2.6 MI. N. ON TRACK RD.
 OW0322'DOWN THE W. SIDE OF A DRAIN TO THE END OF TRUCK TRAVEL IN BEAR BASIN.
 OW0322'
 OW0322'THE REMAINDER OF DESCRIPTION BY HORSE UP TRAIL TO THE STATION SITE
 OW0322'IS CORRECT.
 OW0322'
 OW0322'STATION MARK - STANDARD USGS ALUMINUM TABLET, STAMPED ---11000 VA
 OW0322'BANNON, W.B.--- SET IN A BOULDER PROJECTING 1 FT.
 OW0322'
 OW0322'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0545 ***********************************************************************
 MP0545  DESIGNATION -  11090 VA
 MP0545  PID         -  MP0545
 MP0545  STATE/COUNTY-  WY/CARBON
 MP0545  USGS QUAD   -  SAND LAKE (1992)
 MP0545
 MP0545                         *CURRENT SURVEY CONTROL
 MP0545  ___________________________________________________________________
 MP0545* NAD 83(1993)-  41 24 28.86934(N)    106 15 55.05996(W)     ADJUSTED  
 MP0545* NAVD 88     -      3382.4    (meters)   11097.     (feet)  VERTCON   
 MP0545  ___________________________________________________________________
 MP0545  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 MP0545  GEOID HEIGHT-         -10.45  (meters)                     GEOID03
 MP0545
 MP0545  HORZ ORDER  -  THIRD
 MP0545
 MP0545.The horizontal coordinates were established by classical geodetic methods
 MP0545.and adjusted by the National Geodetic Survey in January 1997..
 MP0545
 MP0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0545
 MP0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0545
 MP0545.The geoid height was determined by GEOID03.
 MP0545
 MP0545;                    North         East     Units Scale Factor Converg.
 MP0545;SPC WYEC     -   201,382.510   489,298.299   MT  1.00003560   +0 42 23.3
 MP0545;UTM  13      - 4,584,825.101   394,244.639   MT  0.99973764   -0 50 13.1
 MP0545
 MP0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0545!SPC WYEC     -   0.99947138  x   1.00003560  =   0.99950696
 MP0545!UTM  13      -   0.99947138  x   0.99973764  =   0.99920916
 MP0545
 MP0545:                Primary Azimuth Mark                     Grid Az
 MP0545:SPC WYEC     -  MEDICINE BOW                             218 50 32.7
 MP0545:UTM  13      -  MEDICINE BOW                             220 23 09.1
 MP0545
 MP0545|---------------------------------------------------------------------|
 MP0545| PID    Reference Object                     Distance      Geod. Az  |
 MP0545|                                                           dddmmss.s |
 MP0545| MP0546 MEDICINE BOW                        APPROX. 6.9 KM 2193256.0 |
 MP0545|---------------------------------------------------------------------|
 MP0545
 MP0545                          SUPERSEDED SURVEY CONTROL
 MP0545
 MP0545  NAD 83(1986)-  41 24 28.85811(N)    106 15 55.05865(W) AD(       ) 3
 MP0545  NAD 27      -  41 24 28.97058(N)    106 15 53.00367(W) AD(       ) 3
 MP0545  NGVD 29 (07/19/86) 3380.9    (m)        11092.     (f) VERT ANG       
 MP0545
 MP0545.Superseded values are not recommended for survey control.
 MP0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0545.See file dsdata.txt to determine how the superseded data were derived.
 MP0545
 MP0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF9424584825(NAD 83)
 MP0545_MARKER: DD = SURVEY DISK
 MP0545_SETTING: 66 = SET IN ROCK OUTCROP
 MP0545_SP_SET: SET IN ROCK OUTCROP
 MP0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0545+STABILITY: POSITION/ELEVATION WELL
 MP0545
 MP0545  HISTORY     - Date     Condition        Report By
 MP0545  HISTORY     - 1959     MONUMENTED       USGS
 MP0545
 MP0545                          STATION DESCRIPTION
 MP0545
 MP0545'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0545'STATION IS LOCATED ABOUT 10 MI. (AIRLINE) NW. OF CENTENNIAL, ALBANY
 MP0545'COUNTY, WYOMING, ABOUT 4.5 MI. NE. OF MEDICINE BOW PEAK AND 3/4 MI.
 MP0545'NE. OF SHEEP LAKE, ON A ROCKY AND PROMINENT TOP.
 MP0545'
 MP0545'TO REACH THE STATION FROM THE BROOKLYN LAKE GUARD STATION, GO E. 0.1
 MP0545'MI. TO RD. AND DRIVEWAY INTERSECTION, TURN LEFT FOR 0.8 MI. TO TRACK
 MP0545'RD. N., TURN RIGHT AND FOLLOW TRACK RD. 1.9 MI. TO DRAIN CROSSING W.
 MP0545'OF TWIN LAKES, CONTINUE GENERALLY N. AND NW. FOR 1.6 MI., HERE TURN
 MP0545'RIGHT, LEAVING RD. AND THROUGH A SADDLE TO THE N. FOR 0.9 MI. TO END
 MP0545'OF TRUCK TRAVEL, ON THE SE. SLOPE OF ROCKY TOP.  PACK ABOUT 5 MINUTES
 MP0545'TO THE TOP AND STATION, A NORTHWESTERLY DIRECTION.
 MP0545'
 MP0545'NOTE--THIS IS AN EXTREMELY ROUGH ROUTE AND NEGOTIABLE ONLY WITH A
 MP0545'FOUR WHEEL DRIVE VEHICLE.
 MP0545'
 MP0545'STATION MARK--STANDARD USGS TABLET, IN ROCK, STAMPED ---VA 11909
 MP0545'1904---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1272 ***********************************************************************
 MO1272  DESIGNATION -  111
 MO1272  PID         -  MO1272
 MO1272  STATE/COUNTY-  WY/ALBANY
 MO1272  USGS QUAD   -  HUTTON LAKE (1978)
 MO1272
 MO1272                         *CURRENT SURVEY CONTROL
 MO1272  ___________________________________________________________________
 MO1272* NAD 83(1993)-  41 12 56.24222(N)    105 43 07.06575(W)     ADJUSTED  
 MO1272* NAVD 88     -      2207.89   (+/-2cm)    7243.7    (feet)  VERTCON   
 MO1272  ___________________________________________________________________
 MO1272  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 MO1272  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 MO1272
 MO1272  HORZ ORDER  -  THIRD
 MO1272  VERT ORDER  -  THIRD ? (See Below)
 MO1272
 MO1272.The horizontal coordinates were established by classical geodetic methods
 MO1272.and adjusted by the National Geodetic Survey in January 1997..
 MO1272
 MO1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1272.The vertical order pertains to the NGVD 29 superseded value.
 MO1272
 MO1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1272
 MO1272.The geoid height was determined by GEOID03.
 MO1272
 MO1272;                    North         East     Units Scale Factor Converg.
 MO1272;SPC WY E     -    79,612.681   153,714.984   MT  0.99996386   -0 21 49.3
 MO1272;UTM  13      - 4,562,942.618   439,759.348   MT  0.99964466   -0 28 24.7
 MO1272
 MO1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1272!SPC WY E     -   0.99965558  x   0.99996386  =   0.99961945
 MO1272!UTM  13      -   0.99965558  x   0.99964466  =   0.99930036
 MO1272
 MO1272|---------------------------------------------------------------------|
 MO1272| PID    Reference Object                     Distance      Geod. Az  |
 MO1272|                                                           dddmmss.s |
 MO1272| CP9413 111 RM 1                              7.672 METERS 03931     |
 MO1272| CP9414 111 RM 2                              8.924 METERS 12209     |
 MO1272| CP9415 130                                                1731654.5 |
 MO1272|---------------------------------------------------------------------|
 MO1272
 MO1272                          SUPERSEDED SURVEY CONTROL
 MO1272
 MO1272  NAD 83(1986)-  41 12 56.23044(N)    105 43 07.06889(W) AD(       ) 3
 MO1272  NAD 27      -  41 12 56.31700(N)    105 43 05.07800(W) AD(       ) 3
 MO1272  NGVD 29 (07/19/86) 2206.82   (m)         7240.2    (f) LEVELING    3  
 MO1272
 MO1272.Superseded values are not recommended for survey control.
 MO1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1272.See file dsdata.txt to determine how the superseded data were derived.
 MO1272
 MO1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF3975962943(NAD 83)
 MO1272_MARKER: DD = SURVEY DISK
 MO1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1272
 MO1272  HISTORY     - Date     Condition        Report By
 MO1272  HISTORY     - 1948     MONUMENTED       WYGS
 MO1272
 MO1272                          STATION DESCRIPTION
 MO1272
 MO1272'DESCRIBED BY WYOMING GEODETIC SURVEY 1948 (DHK)
 MO1272'THE STATION MARK IS LOCATED IN SECTION 15, T.14 N., R.74 W., ON
 MO1272'A BENCH ABOUT 1 MILE EAST OF THE JUNCTION OF LARAMIE RIVER AND
 MO1272'SAND CREEK, AND ABOUT 13 MILES AIR LINE SOUTHWEST OF LARAMIE.
 MO1272'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 MO1272'SURVEY BRONZE DISK SET IN A 6 X 6 INCH CONCRETE POST, 75 FEET
 MO1272'EAST OF WHERE THE BENCH DROPS SHARPLY TO THE WEST, 6 FEET
 MO1272'NORTH OF A WHITE WITNESS POST, PROJECTS 5 INCHES AND STAMPED,
 MO1272'111.
 MO1272'
 MO1272'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MO1272'STATION MARK, PROJECTS 4 INCHES AND STAMPED, 111 NO 1 1948.
 MO1272'
 MO1272'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MO1272'STATION MARK, PROJECTS 4 INCHES AND STAMPED, 111 NO 2 1948.
 MO1272'
 MO1272'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 MO1272'SURVEY BRONZE DISK SET IN A 6 X 6 INCH CONCRETE POST, 4 FEET
 MO1272'NORTHWEST OF A WHITE WITNESS POST, 2 FEET EAST OF A NORTH-SOUTH
 MO1272'FENCE LINE, PROJECTS 3 INCHES AND STAMPED, 130.
 MO1272'
 MO1272'TO REACH THE STATION FROM THE POST OFFICE IN LARAMIE, GO 1 BLOCK
 MO1272'WEST.  TURN LEFT AND FOLLOW U.S. HIGHWAY 287 FOR 3.4 MILES TO
 MO1272'THE MONOLITH CEMENT PLANT.  TURN RIGHT ACROSS RAILROAD TRACK
 MO1272'THENCE LEFT ON GRAVELED ROAD FOR 4.7 MILES TO CATTLE GUARD.  CROSS
 MO1272'CATTLE GUARD AND CONTINUE FOR 3.7 MILES TO CATTLE GUARD.  DO NOT
 MO1272'CROSS CATTLE GUARD, TURN RIGHT ALONG THE EAST SIDE OF FENCE AND
 MO1272'NORTHERLY FOR 0.5 MILE TO FENCE CORNER AND A U.S. BIOLOGICAL
 MO1272'MARK IN THE FENCE CORNER.  TURN LEFT AND FOLLOW ALONG THE
 MO1272'NORTHEAST SIDE OF FENCE FOR 1.9 MILE TO THE AZIMUTH ON THE
 MO1272'TOP OF A SMALL BENCH, AS DESCRIBED ABOVE.  HERE GO NORTH AWAY
 MO1272'FROM THE FENCE FOR 0.5 MILE TO MARK ON THE WEST EDGE OF
 MO1272'BENCH AS DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0652 ***********************************************************************
 NT0652  DESIGNATION -  11134=TRIPLE
 NT0652  PID         -  NT0652
 NT0652  STATE/COUNTY-  WY/SUBLETTE
 NT0652  USGS QUAD   -  TRIPLE PEAK (1980)
 NT0652
 NT0652                         *CURRENT SURVEY CONTROL
 NT0652  ___________________________________________________________________
 NT0652* NAD 83(1993)-  42 47 33.61634(N)    110 34 45.77398(W)     ADJUSTED  
 NT0652* NAVD 88     -      3393.0    (meters)   11132.     (feet)  VERTCON   
 NT0652  ___________________________________________________________________
 NT0652  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 NT0652  GEOID HEIGHT-         -10.49  (meters)                     GEOID03
 NT0652
 NT0652  HORZ ORDER  -  THIRD
 NT0652
 NT0652.The horizontal coordinates were established by classical geodetic methods
 NT0652.and adjusted by the National Geodetic Survey in January 1997..
 NT0652
 NT0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0652
 NT0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0652
 NT0652.The geoid height was determined by GEOID03.
 NT0652
 NT0652;                    North         East     Units Scale Factor Converg.
 NT0652;SPC WY W     -   354,742.256   759,418.505   MT  0.99995775   -0 20 13.2
 NT0652;UTM  12      - 4,737,877.483   534,398.977   MT  0.99961456   +0 17 08.7
 NT0652
 NT0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0652!SPC WY W     -   0.99946981  x   0.99995775  =   0.99942758
 NT0652!UTM  12      -   0.99946981  x   0.99961456  =   0.99908458
 NT0652
 NT0652:                Primary Azimuth Mark                     Grid Az
 NT0652:SPC WY W     -  ROCK LAKE                                267 40 07.9
 NT0652:UTM  12      -  ROCK LAKE                                267 02 46.0
 NT0652
 NT0652|---------------------------------------------------------------------|
 NT0652| PID    Reference Object                     Distance      Geod. Az  |
 NT0652|                                                           dddmmss.s |
 NT0652| NT0662 ROCK LAKE                           APPROX.18.3 KM 2671954.7 |
 NT0652|---------------------------------------------------------------------|
 NT0652
 NT0652                          SUPERSEDED SURVEY CONTROL
 NT0652
 NT0652  NAD 83(1993)-  42 47 33.61615(N)    110 34 45.77297(W) AD(       ) 3
 NT0652  NAD 83(1986)-  42 47 33.59679(N)    110 34 45.76147(W) AD(       ) 3
 NT0652  NAD 27      -  42 47 33.83621(N)    110 34 43.10727(W) AD(       ) 3
 NT0652  NGVD 29 (07/19/86) 3391.5    (m)        11127.     (f) VERT ANG       
 NT0652
 NT0652.Superseded values are not recommended for survey control.
 NT0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0652.See file dsdata.txt to determine how the superseded data were derived.
 NT0652
 NT0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN3439937877(NAD 83)
 NT0652
 NT0652  HISTORY     - Date     Condition        Report By
 NT0652  HISTORY     - UNK      MONUMENTED       USGS
 NT0652  HISTORY     - 1974     GOOD             USGS
 NT0652
 NT0652                          STATION DESCRIPTION
 NT0652
 NT0652'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NT0652'ON THE HIGHEST OF THREE PEAKS ON THE DIVIDE BETWEEN GREEN AND GREYS
 NT0652'RIVERS, AT THE HEAD OF SHEEP CREEK, TRIBUTARY TO GREYS RIVER AND
 NT0652'BETWEEN THE HEADWATERS OF NORTH COTTONWOOD AND SOUTH COTTONWOOD
 NT0652'CREEKS, BOTH TRIBUTARY TO GREEN RIVER, ABOUT 14 MI. W. OF HALFWAY
 NT0652'POST OFFICE, LANDER PEAK IS ABOUT 2 MI. SE.  A TRAIL LEADS UP SOUTH
 NT0652'COTTONWOOD CREEK FROM HALFWAY (RD. AT THIS TIME).  ABOUT S. OF STATION
 NT0652'ON THIS TRAIL, A SMALL DRAW TO N. IN WHICH THERE IS NO CREEKBED, IS TO
 NT0652'BE FOLLOWED TO BASIN, THENCE FOLLOW UP RIDGE TO RIGHT.  A TRAIL FROM
 NT0652'HALFWAY LEADS UP NORTH COTTONWOOD CREEK AND TO DIVIDE AND DOWN SHEEP
 NT0652'CREEK TO GREYS RIVER AND STATION IS 2 OR 3 MI. S. OF WHERE TRAIL
 NT0652'CROSSES DIVIDE.  STATION CAN PROBABLY BE REACHED EASILY FROM THIS
 NT0652'TRAIL, BUT HORSES CAN CERTAINLY BE TAKEN FROM THE SOUTH COTTONWOOD
 NT0652'TRAIL.  IT CAN ALSO BE REACHED FROM BIG MEADOW NEAR HEAD OF SHEEP
 NT0652'CREEK.  GO UP THE CREEK TO SMITH, TAKE FIRST LEFT-TIMBER DRAW AND
 NT0652'FOLLOW OLD TRAIL TO HEAD OF DRAW IN SADDLE ON DIVIDE BETWEEN
 NT0652'COTTONWOOD AND SHEEP CREEKS.  FROM THIS SADDLE GO UP OPEN RIDGE TO
 NT0652'STATION, ABOUT TWO HOURS EASY RIDE FROM SHEEP CREEK MEADOW, IF NO
 NT0652'MISTAKES ARE MADE.
 NT0652'
 NT0652'STATION CAN BE REACHED IN THREE HOURS, HIKE FROM SOUTH COTTONWOOD
 NT0652'RANGER STATION BY GOING N. UP CANYON TO RIDGE W. OF STATION, THENCE
 NT0652'E. UP RIDGE TO STATION.
 NT0652'
 NT0652'RECOVERED VIA HELICOPTER.
 NT0652'
 NT0652'STATION MARK--ALUMINUM TABLET, SET IN STONE AND PLACED IN GROUND,
 NT0652'LEVEL WITH SURFACE, STAMPED ---11134--- .
 NT0652'
 NT0652'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN BOULDER
 NT0652'11.00 FT. FROM STATION, N 09 DEG 47 MIN E.
 NT0652'
 NT0652'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN BOULDER
 NT0652'19.60 FT. FROM STATION, S 72 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1037 ***********************************************************************
 PY1037  DESIGNATION -  12 1
 PY1037  PID         -  PY1037
 PY1037  STATE/COUNTY-  WY/PARK
 PY1037  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1037
 PY1037                         *CURRENT SURVEY CONTROL
 PY1037  ___________________________________________________________________
 PY1037* NAD 83(1986)-  44 55 11.     (N)    110 24 45.     (W)     SCALED    
 PY1037* NAVD 88     -      1900.799  (meters)    6236.20   (feet)  ADJUSTED  
 PY1037  ___________________________________________________________________
 PY1037  GEOID HEIGHT-          -8.41  (meters)                     GEOID03
 PY1037  DYNAMIC HT  -        1899.781 (meters)    6232.86  (feet)  COMP
 PY1037  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 PY1037
 PY1037  VERT ORDER  -  FIRST     CLASS II
 PY1037
 PY1037.The horizontal coordinates were scaled from a topographic map and have
 PY1037.an estimated accuracy of +/- 6 seconds.
 PY1037
 PY1037.The orthometric height was determined by differential leveling
 PY1037.and adjusted by the National Geodetic Survey in June 1991..
 PY1037
 PY1037.The geoid height was determined by GEOID03.
 PY1037
 PY1037.The dynamic height is computed by dividing the NAVD 88
 PY1037.geopotential number by the normal gravity value computed on the
 PY1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1037.degrees latitude (g = 980.6199 gals.).
 PY1037
 PY1037.The modeled gravity was interpolated from observed gravity values.
 PY1037
 PY1037;                    North         East    Units  Estimated Accuracy
 PY1037;SPC WYWC     -   492,290.      468,740.      MT  (+/- 180 meters Scaled)
 PY1037
 PY1037                          SUPERSEDED SURVEY CONTROL
 PY1037
 PY1037  NGVD 29 (08/20/92) 1899.557  (m)         6232.13   (f) ADJUSTED    1 2
 PY1037
 PY1037.Superseded values are not recommended for survey control.
 PY1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1037.See file dsdata.txt to determine how the superseded data were derived.
 PY1037
 PY1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ463742(NAD 83)
 PY1037_MARKER: DB = BENCH MARK DISK
 PY1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1037_SP_SET: CONCRETE POST
 PY1037_STAMPING: 12-1 1986
 PY1037_MARK LOGO: FHWA  
 PY1037_PROJECTION: FLUSH
 PY1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1037+STABILITY: SURFACE MOTION
 PY1037
 PY1037  HISTORY     - Date     Condition        Report By
 PY1037  HISTORY     - 1986     MONUMENTED       FHWA
 PY1037  HISTORY     - 1987     GOOD             NGS
 PY1037
 PY1037                          STATION DESCRIPTION
 PY1037
 PY1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1037'0.5 KM (0.30 MI) EAST FROM TOWER JUNCTION.
 PY1037'0.5 KM (0.30 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1037'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, NEAR THE
 PY1037'CENTER OF A SMALL KNOLL, 60.3 M (197.8 FT) SOUTHEAST OF THE
 PY1037'CENTERLINE OF THE HIGHWAY, 13.2 M (43.3 FT) NORTH OF A HORSE TRAIL,
 PY1037'AND 1.0 M (3.3 FT) SOUTHEAST OF A METAL FENCE POST.
 PY1037'THE MARK IS 10.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1051 ***********************************************************************
 PY1051  DESIGNATION -  12 4
 PY1051  PID         -  PY1051
 PY1051  STATE/COUNTY-  WY/PARK
 PY1051  USGS QUAD   -  MOUNT HORNADAY (1989)
 PY1051
 PY1051                         *CURRENT SURVEY CONTROL
 PY1051  ___________________________________________________________________
 PY1051* NAD 83(1986)-  44 53 37.     (N)    110 14 06.     (W)     SCALED    
 PY1051* NAVD 88     -      1996.574  (meters)    6550.43   (feet)  ADJUSTED  
 PY1051  ___________________________________________________________________
 PY1051  GEOID HEIGHT-          -8.08  (meters)                     GEOID03
 PY1051  DYNAMIC HT  -        1995.492 (meters)    6546.88  (feet)  COMP
 PY1051  MODELED GRAV-     980,003.5   (mgal)                       NAVD 88
 PY1051
 PY1051  VERT ORDER  -  FIRST     CLASS II
 PY1051
 PY1051.The horizontal coordinates were scaled from a topographic map and have
 PY1051.an estimated accuracy of +/- 6 seconds.
 PY1051
 PY1051.The orthometric height was determined by differential leveling
 PY1051.and adjusted by the National Geodetic Survey in June 1991..
 PY1051
 PY1051.The geoid height was determined by GEOID03.
 PY1051
 PY1051.The dynamic height is computed by dividing the NAVD 88
 PY1051.geopotential number by the normal gravity value computed on the
 PY1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1051.degrees latitude (g = 980.6199 gals.).
 PY1051
 PY1051.The modeled gravity was interpolated from observed gravity values.
 PY1051
 PY1051;                    North         East    Units  Estimated Accuracy
 PY1051;SPC WYWC     -   489,120.      482,700.      MT  (+/- 180 meters Scaled)
 PY1051
 PY1051                          SUPERSEDED SURVEY CONTROL
 PY1051
 PY1051  NGVD 29 (08/20/92) 1995.334  (m)         6546.36   (f) ADJUSTED    1 2
 PY1051
 PY1051.Superseded values are not recommended for survey control.
 PY1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1051.See file dsdata.txt to determine how the superseded data were derived.
 PY1051
 PY1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ604714(NAD 83)
 PY1051_MARKER: DB = BENCH MARK DISK
 PY1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1051_SP_SET: CONCRETE POST
 PY1051_STAMPING: 12-4 1986
 PY1051_MARK LOGO: FHWA  
 PY1051_PROJECTION: FLUSH
 PY1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1051+STABILITY: SURFACE MOTION
 PY1051
 PY1051  HISTORY     - Date     Condition        Report By
 PY1051  HISTORY     - 1986     MONUMENTED       FHWA
 PY1051  HISTORY     - 1987     GOOD             NGS
 PY1051
 PY1051                          STATION DESCRIPTION
 PY1051
 PY1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1051'17.2 KM (10.70 MI) EAST FROM TOWER JUNCTION.
 PY1051'17.2 KM (10.70 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1051'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, AT A
 PY1051'HIGHWAY PULLOUT AT LAMAR STATION, 12.1 M (39.7 FT) SOUTHWEST OF THE
 PY1051'CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) NORTHEAST OF A METAL
 PY1051'FENCE POST.
 PY1051'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1064 ***********************************************************************
 PY1064  DESIGNATION -  12 5
 PY1064  PID         -  PY1064
 PY1064  STATE/COUNTY-  WY/PARK
 PY1064  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1064
 PY1064                         *CURRENT SURVEY CONTROL
 PY1064  ___________________________________________________________________
 PY1064* NAD 83(1986)-  44 54 14.     (N)    110 06 57.     (W)     SCALED    
 PY1064* NAVD 88     -      2074.009  (meters)    6804.48   (feet)  ADJUSTED  
 PY1064  ___________________________________________________________________
 PY1064  GEOID HEIGHT-          -7.76  (meters)                     GEOID03
 PY1064  DYNAMIC HT  -        2072.881 (meters)    6800.78  (feet)  COMP
 PY1064  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 PY1064
 PY1064  VERT ORDER  -  FIRST     CLASS II
 PY1064
 PY1064.The horizontal coordinates were scaled from a topographic map and have
 PY1064.an estimated accuracy of +/- 6 seconds.
 PY1064
 PY1064.The orthometric height was determined by differential leveling
 PY1064.and adjusted by the National Geodetic Survey in June 1991..
 PY1064
 PY1064.The geoid height was determined by GEOID03.
 PY1064
 PY1064.The dynamic height is computed by dividing the NAVD 88
 PY1064.geopotential number by the normal gravity value computed on the
 PY1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1064.degrees latitude (g = 980.6199 gals.).
 PY1064
 PY1064.The modeled gravity was interpolated from observed gravity values.
 PY1064
 PY1064;                    North         East    Units  Estimated Accuracy
 PY1064;SPC WYWC     -   490,090.      492,140.      MT  (+/- 180 meters Scaled)
 PY1064
 PY1064                          SUPERSEDED SURVEY CONTROL
 PY1064
 PY1064  NGVD 29 (08/20/92) 2072.771  (m)         6800.42   (f) ADJUSTED    1 2
 PY1064
 PY1064.Superseded values are not recommended for survey control.
 PY1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1064.See file dsdata.txt to determine how the superseded data were derived.
 PY1064
 PY1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ698726(NAD 83)
 PY1064_MARKER: DB = BENCH MARK DISK
 PY1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1064_SP_SET: CONCRETE POST
 PY1064_STAMPING: 12-5 1986
 PY1064_MARK LOGO: FHWA  
 PY1064_PROJECTION: FLUSH
 PY1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1064+STABILITY: SURFACE MOTION
 PY1064
 PY1064  HISTORY     - Date     Condition        Report By
 PY1064  HISTORY     - 1986     MONUMENTED       FHWA
 PY1064  HISTORY     - 1987     GOOD             NGS
 PY1064
 PY1064                          STATION DESCRIPTION
 PY1064
 PY1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1064'17.4 KM (10.80 MI) SW FROM SILVER GATE.
 PY1064'17.4 KM (10.80 MI) SOUTHWESTRELY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1064'FROM THE PARK ENTRANCE IN SILVER GATE, 12.5 M (41.0 FT) SOUTHEAST OF
 PY1064'THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) SOUTHEAST OF A
 PY1064'METAL FENCE POST.
 PY1064'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0494 ***********************************************************************
 MQ0494  DESIGNATION -  12 ARD
 MQ0494  PID         -  MQ0494
 MQ0494  STATE/COUNTY-  WY/SWEETWATER
 MQ0494  USGS QUAD   -  SAGE CREEK BASIN (1996)
 MQ0494
 MQ0494                         *CURRENT SURVEY CONTROL
 MQ0494  ___________________________________________________________________
 MQ0494* NAD 83(1993)-  41 15 28.16087(N)    109 27 06.23135(W)     ADJUSTED  
 MQ0494* NAVD 88     -      2078.2    (meters)    6818.     (feet)  VERTCON   
 MQ0494  ___________________________________________________________________
 MQ0494  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 MQ0494  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 MQ0494
 MQ0494  HORZ ORDER  -  THIRD
 MQ0494  VERT ORDER  -  THIRD ? (See Below)
 MQ0494
 MQ0494.The horizontal coordinates were established by classical geodetic methods
 MQ0494.and adjusted by the National Geodetic Survey in January 1997..
 MQ0494
 MQ0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0494.The vertical order pertains to the NGVD 29 superseded value.
 MQ0494
 MQ0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0494
 MQ0494.The geoid height was determined by GEOID03.
 MQ0494
 MQ0494;                    North         East     Units Scale Factor Converg.
 MQ0494;SPC WYWC     -    84,389.598   541,193.881   MT  0.99998004   -0 27 46.0
 MQ0494;UTM  12      - 4,568,534.259   629,705.168   MT  0.99980705   +1 01 16.1
 MQ0494
 MQ0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0494!SPC WYWC     -   0.99967640  x   0.99998004  =   0.99965645
 MQ0494!UTM  12      -   0.99967640  x   0.99980705  =   0.99948351
 MQ0494
 MQ0494:                Primary Azimuth Mark                     Grid Az
 MQ0494:SPC WYWC     -  25 ARD                                   147 49 23.5
 MQ0494:UTM  12      -  25 ARD                                   146 20 21.4
 MQ0494
 MQ0494|---------------------------------------------------------------------|
 MQ0494| PID    Reference Object                     Distance      Geod. Az  |
 MQ0494|                                                           dddmmss.s |
 MQ0494| MQ0487 25 ARD                              APPROX.22.1 KM 1472137.5 |
 MQ0494|---------------------------------------------------------------------|
 MQ0494
 MQ0494                          SUPERSEDED SURVEY CONTROL
 MQ0494
 MQ0494  NAD 83(1986)-  41 15 28.14216(N)    109 27 06.22167(W) AD(       ) 3
 MQ0494  NAD 27      -  41 15 28.28909(N)    109 27 03.73711(W) AD(       ) 3
 MQ0494  NGVD 29 (07/19/86) 2076.9    (m)         6814.     (f) LEVELING    3  
 MQ0494
 MQ0494.Superseded values are not recommended for survey control.
 MQ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0494.See file dsdata.txt to determine how the superseded data were derived.
 MQ0494
 MQ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2970568534(NAD 83)
 MQ0494_MARKER: DD = SURVEY DISK
 MQ0494_SETTING: 0 = UNSPECIFIED SETTING
 MQ0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0494
 MQ0494  HISTORY     - Date     Condition        Report By
 MQ0494  HISTORY     - 1955     MONUMENTED       USGS
 MQ0494
 MQ0494                          STATION DESCRIPTION
 MQ0494
 MQ0494'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MQ0494'BOSLER RANCH, 9.4 MI. W. OF, ALONG COUNTY RD., IN SEC. 27, T 15 N,
 MQ0494'R 107 W, 2 MI. NW., THENCE 1.6 MI. NE. OF WILSONS DUDE RANCH, AT
 MQ0494'THE TOP OF THE RIDGE BETWEEN SAGE AND CURRANT CREEKS, ABOUT 800 FT.
 MQ0494'N. OF RD. OPPOSITE, 25 FT. NE. OF TRACK RDS.
 MQ0494'
 MQ0494'STATION MARK--STANDARD TABLET, CEMENTED IN A CONCRETE POST, STAMPED
 MQ0494'---12 ARD 1955---, PROJECTING 0.4 IN. ABOVE GROUND.
 MQ0494'
 MQ0494'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0601 ***********************************************************************
 PV0601  DESIGNATION -  12 GRS
 PV0601  PID         -  PV0601
 PV0601  STATE/COUNTY-  WY/CAMPBELL
 PV0601  USGS QUAD   -  RECLUSE (1971)
 PV0601
 PV0601                         *CURRENT SURVEY CONTROL
 PV0601  ___________________________________________________________________
 PV0601* NAD 83(1986)-  44 42 20.     (N)    105 43 04.     (W)     SCALED    
 PV0601* NAVD 88     -      1274.711  (meters)    4182.11   (feet)  POSTED    
 PV0601  ___________________________________________________________________
 PV0601  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 PV0601  DYNAMIC HT  -        1274.270 (meters)    4180.67  (feet)  COMP
 PV0601  MODELED GRAV-     980,229.4   (mgal)                       NAVD 88
 PV0601
 PV0601  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0601
 PV0601.The horizontal coordinates were scaled from a topographic map and have
 PV0601.an estimated accuracy of +/- 6 seconds.
 PV0601
 PV0601.The orthometric height was determined by differential leveling
 PV0601.and adjusted by the National Geodetic Survey in 1992..
 PV0601.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0601.rate of 0.0 thru 1.0 mm/km.
 PV0601
 PV0601.The geoid height was determined by GEOID03.
 PV0601
 PV0601.The dynamic height is computed by dividing the NAVD 88
 PV0601.geopotential number by the normal gravity value computed on the
 PV0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0601.degrees latitude (g = 980.6199 gals.).
 PV0601
 PV0601.The modeled gravity was interpolated from observed gravity values.
 PV0601
 PV0601;                    North         East    Units  Estimated Accuracy
 PV0601;SPC WY E     -   467,290.      156,330.      MT  (+/- 180 meters Scaled)
 PV0601
 PV0601                          SUPERSEDED SURVEY CONTROL
 PV0601
 PV0601.No superseded survey control is available for this station.
 PV0601
 PV0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK431504(NAD 83)
 PV0601_MARKER: DB = BENCH MARK DISK
 PV0601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0601_SP_SET: COPPER-CLAD STEEL ROD
 PV0601_STAMPING: 12 GRS 1971
 PV0601_MARK LOGO: USGS  
 PV0601_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0601+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0601
 PV0601  HISTORY     - Date     Condition        Report By
 PV0601  HISTORY     - 1971     MONUMENTED       USGS
 PV0601
 PV0601                          STATION DESCRIPTION
 PV0601
 PV0601'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0601'FROM THE RECLUSE, WYOMING POST OFFICE, PROCEED 3.2 MILES SOUTH ALONG
 PV0601'RECLUSE ROAD, 9 FEET SOUTH AND 47 FEET WEST OF AND 2 FEET HIGHER THAN
 PV0601'A Y-JUNCTION, 7 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE
 PV0601'LINE, 1 FOOT WEST OF A WITNESS POST, SET IN A COPPER-CLAD STEEL ROD
 PV0601'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0070 ***********************************************************************
 NR0070  DESIGNATION -  12 HA
 NR0070  PID         -  NR0070
 NR0070  STATE/COUNTY-  WY/CARBON
 NR0070  USGS QUAD   -  T B RANCH (1961)
 NR0070
 NR0070                         *CURRENT SURVEY CONTROL
 NR0070  ___________________________________________________________________
 NR0070* NAD 83(1986)-  42 04 41.     (N)    106 11 26.     (W)     SCALED    
 NR0070* NAVD 88     -      2092.556  (meters)    6865.33   (feet)  ADJUSTED  
 NR0070  ___________________________________________________________________
 NR0070  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 NR0070  DYNAMIC HT  -        2090.822 (meters)    6859.64  (feet)  COMP
 NR0070  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 NR0070
 NR0070  VERT ORDER  -  SECOND    CLASS 0
 NR0070
 NR0070.The horizontal coordinates were scaled from a topographic map and have
 NR0070.an estimated accuracy of +/- 6 seconds.
 NR0070
 NR0070.The orthometric height was determined by differential leveling
 NR0070.and adjusted by the National Geodetic Survey in June 1991..
 NR0070
 NR0070.The geoid height was determined by GEOID03.
 NR0070
 NR0070.The dynamic height is computed by dividing the NAVD 88
 NR0070.geopotential number by the normal gravity value computed on the
 NR0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0070.degrees latitude (g = 980.6199 gals.).
 NR0070
 NR0070.The modeled gravity was interpolated from observed gravity values.
 NR0070
 NR0070;                    North         East    Units  Estimated Accuracy
 NR0070;SPC WYEC     -   275,880.      494,560.      MT  (+/- 180 meters Scaled)
 NR0070
 NR0070                          SUPERSEDED SURVEY CONTROL
 NR0070
 NR0070  NGVD 29 (??/??/92) 2091.433  (m)         6861.64   (f) ADJ UNCH    2 0
 NR0070
 NR0070.Superseded values are not recommended for survey control.
 NR0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0070.See file dsdata.txt to determine how the superseded data were derived.
 NR0070
 NR0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG015591(NAD 83)
 NR0070_MARKER: DD = SURVEY DISK
 NR0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0070_STAMPING: 12 HA 1948
 NR0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0070+STABILITY: SURFACE MOTION
 NR0070
 NR0070  HISTORY     - Date     Condition        Report By
 NR0070  HISTORY     - 1948     MONUMENTED       USGS
 NR0070  HISTORY     - 1959     GOOD             NGS
 NR0070
 NR0070                          STATION DESCRIPTION
 NR0070
 NR0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0070'14.15 MI N FROM MEDICINE BOW.
 NR0070'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0070'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 13.95 MILES NORTH ALONG
 NR0070'A PAVED ROAD, 123 FEET WEST OF THE CENTER LINE OF THE ROAD, IN SECTION
 NR0070'5, R 78 W, T 24 N, 60 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 NR0070'WEST, 55 FEET NORTH OF THE NORTH END OF A CATTLE GUARD, 1 1/2 FEET
 NR0070'WEST OF A FENCE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 NR0070'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0412 ***********************************************************************
 MO0412  DESIGNATION -  12 JPU
 MO0412  PID         -  MO0412
 MO0412  STATE/COUNTY-  WY/ALBANY
 MO0412  USGS QUAD   -  POE MOUNTAIN (1981)
 MO0412
 MO0412                         *CURRENT SURVEY CONTROL
 MO0412  ___________________________________________________________________
 MO0412* NAD 83(1986)-  41 45 23.     (N)    105 18 44.     (W)     SCALED    
 MO0412* NAVD 88     -      1852.183  (meters)    6076.70   (feet)  ADJUSTED  
 MO0412  ___________________________________________________________________
 MO0412  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 MO0412  DYNAMIC HT  -        1850.792 (meters)    6072.14  (feet)  COMP
 MO0412  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 MO0412
 MO0412  VERT ORDER  -  SECOND    CLASS 0
 MO0412
 MO0412.The horizontal coordinates were scaled from a topographic map and have
 MO0412.an estimated accuracy of +/- 6 seconds.
 MO0412
 MO0412.The orthometric height was determined by differential leveling
 MO0412.and adjusted by the National Geodetic Survey in June 1991..
 MO0412
 MO0412.The geoid height was determined by GEOID03.
 MO0412
 MO0412.The dynamic height is computed by dividing the NAVD 88
 MO0412.geopotential number by the normal gravity value computed on the
 MO0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0412.degrees latitude (g = 980.6199 gals.).
 MO0412
 MO0412.The modeled gravity was interpolated from observed gravity values.
 MO0412
 MO0412;                    North         East    Units  Estimated Accuracy
 MO0412;SPC WY E     -   139,530.      187,900.      MT  (+/- 180 meters Scaled)
 MO0412
 MO0412                          SUPERSEDED SURVEY CONTROL
 MO0412
 MO0412  NGVD 29 (??/??/92) 1851.281  (m)         6073.74   (f) ADJ UNCH    2 0
 MO0412
 MO0412.Superseded values are not recommended for survey control.
 MO0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0412.See file dsdata.txt to determine how the superseded data were derived.
 MO0412
 MO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG740227(NAD 83)
 MO0412_MARKER: DD = SURVEY DISK
 MO0412_SETTING: 66 = SET IN ROCK OUTCROP
 MO0412_SP_SET: OUTCROP
 MO0412_STAMPING: 12 JPU 1953 6074
 MO0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0412+STABILITY: POSITION/ELEVATION WELL
 MO0412
 MO0412  HISTORY     - Date     Condition        Report By
 MO0412  HISTORY     - 1953     MONUMENTED       USGS
 MO0412  HISTORY     - 1966     GOOD             NGS
 MO0412
 MO0412                          STATION DESCRIPTION
 MO0412
 MO0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0412'33.5 MI SW FROM WHEATLAND.
 MO0412'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0412'WHEATLAND, THENCE 24.05 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0412'THENCE 2.75 MILES SOUTH ALONG OLD WHEATLAND ROAD, IN THE TOP
 MO0412'OF AN OUTCROP PROJECTING ABOUT 1 FOOT, 129 FEET EAST OF THE
 MO0412'CENTER LINE OF THE ROAD, 125 FEET EAST OF THE SOUTHEAST CORNER
 MO0412'OF A STEEL CATTLEGUARD, 20.5 FEET SOUTH OF A FENCE, 14.0 FEET
 MO0412'NORTH OF A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0169 ***********************************************************************
 OV0169  DESIGNATION -  12 JR
 OV0169  PID         -  OV0169
 OV0169  STATE/COUNTY-  WY/FREMONT
 OV0169  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0169
 OV0169                         *CURRENT SURVEY CONTROL
 OV0169  ___________________________________________________________________
 OV0169* NAD 83(1986)-  43 25 00.     (N)    107 34 43.     (W)     SCALED    
 OV0169* NAVD 88     -      1897.004  (meters)    6223.75   (feet)  ADJUSTED  
 OV0169  ___________________________________________________________________
 OV0169  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 OV0169  DYNAMIC HT  -        1895.820 (meters)    6219.87  (feet)  COMP
 OV0169  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 OV0169
 OV0169  VERT ORDER  -  SECOND    CLASS 0
 OV0169
 OV0169.The horizontal coordinates were scaled from a topographic map and have
 OV0169.an estimated accuracy of +/- 6 seconds.
 OV0169
 OV0169.The orthometric height was determined by differential leveling
 OV0169.and adjusted by the National Geodetic Survey in June 1991..
 OV0169
 OV0169.The geoid height was determined by GEOID03.
 OV0169
 OV0169.The dynamic height is computed by dividing the NAVD 88
 OV0169.geopotential number by the normal gravity value computed on the
 OV0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0169.degrees latitude (g = 980.6199 gals.).
 OV0169
 OV0169.The modeled gravity was interpolated from observed gravity values.
 OV0169
 OV0169;                    North         East    Units  Estimated Accuracy
 OV0169;SPC WYWC     -   324,610.      694,860.      MT  (+/- 180 meters Scaled)
 OV0169
 OV0169                          SUPERSEDED SURVEY CONTROL
 OV0169
 OV0169  NGVD 29 (??/??/92) 1896.024  (m)         6220.54   (f) ADJ UNCH    2 0
 OV0169
 OV0169.Superseded values are not recommended for survey control.
 OV0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0169.See file dsdata.txt to determine how the superseded data were derived.
 OV0169
 OV0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ912103(NAD 83)
 OV0169_MARKER: DD = SURVEY DISK
 OV0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0169_STAMPING: 12 JR 1950 6220
 OV0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0169+STABILITY: SURFACE MOTION
 OV0169
 OV0169  HISTORY     - Date     Condition        Report By
 OV0169  HISTORY     - 1950     MONUMENTED       USGS
 OV0169  HISTORY     - 1966     GOOD             NGS
 OV0169
 OV0169                          STATION DESCRIPTION
 OV0169
 OV0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0169'14.5 MI NE FROM LYSITE.
 OV0169'11.55 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0169'AND QUINCY RAILROAD STATION AT LYSITE, THENCE 2.95 MILES NORTH ALONG A
 OV0169'DIRT ROAD (FORMER NOWOOD ROAD), AT THE CROSSING OF A CATTLEGUARD, 51
 OV0169'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 43 FEET NORTHEAST OF
 OV0169'THE NORTHEAST END OF THE CATTLEGUARD, 63 FEET NORTHEAST OF THE
 OV0169'NORTHEAST END OF A WIRE GATE, 1.5 FEET SOUTHEAST OF A FENCE, 1.7 FEET
 OV0169'NORTHWEST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE ROAD,
 OV0169'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 OV0169'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0825 ***********************************************************************
 PY0825  DESIGNATION -  12 MDC
 PY0825  PID         -  PY0825
 PY0825  STATE/COUNTY-  WY/TETON
 PY0825  USGS QUAD   -  LEWIS CANYON (1996)
 PY0825
 PY0825                         *CURRENT SURVEY CONTROL
 PY0825  ___________________________________________________________________
 PY0825* NAD 83(1986)-  44 09 56.     (N)    110 39 59.     (W)     SCALED    
 PY0825* NAVD 88     -      2205.346  (meters)    7235.37   (feet)  ADJUSTED  
 PY0825  ___________________________________________________________________
 PY0825  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0825  DYNAMIC HT  -        2203.936 (meters)    7230.75  (feet)  COMP
 PY0825  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 PY0825
 PY0825  VERT ORDER  -  FIRST     CLASS II
 PY0825
 PY0825.The horizontal coordinates were scaled from a topographic map and have
 PY0825.an estimated accuracy of +/- 6 seconds.
 PY0825
 PY0825.The orthometric height was determined by differential leveling
 PY0825.and adjusted by the National Geodetic Survey in June 1991..
 PY0825
 PY0825.The geoid height was determined by GEOID03.
 PY0825
 PY0825.The dynamic height is computed by dividing the NAVD 88
 PY0825.geopotential number by the normal gravity value computed on the
 PY0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0825.degrees latitude (g = 980.6199 gals.).
 PY0825
 PY0825.The modeled gravity was interpolated from observed gravity values.
 PY0825
 PY0825;                    North         East    Units  Estimated Accuracy
 PY0825;SPC WY W     -   507,310.      753,370.      MT  (+/- 180 meters Scaled)
 PY0825
 PY0825                          SUPERSEDED SURVEY CONTROL
 PY0825
 PY0825  NGVD 29 (08/20/92) 2204.063  (m)         7231.16   (f) ADJUSTED    1 2
 PY0825
 PY0825.Superseded values are not recommended for survey control.
 PY0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0825.See file dsdata.txt to determine how the superseded data were derived.
 PY0825
 PY0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP266903(NAD 83)
 PY0825_MARKER: DB = BENCH MARK DISK
 PY0825_SETTING: 80 = SET IN A BOULDER
 PY0825_SP_SET: BOULDER
 PY0825_STAMPING: 12 MDC 1977 7231
 PY0825_MARK LOGO: USGS  
 PY0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0825+STABILITY: SURFACE MOTION
 PY0825
 PY0825  HISTORY     - Date     Condition        Report By
 PY0825  HISTORY     - 1977     MONUMENTED       USGS
 PY0825  HISTORY     - 1987     GOOD             NGS
 PY0825
 PY0825                          STATION DESCRIPTION
 PY0825
 PY0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0825'8.8 KM (5.45 MI) NORTH FROM FLAGG RANCH.
 PY0825'8.8 KM (5.45 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0825'FLAGG RANCH HEADQUARTERS IS FLAGG RANCH, IN A 1 BY 3 FOOT BOULDER
 PY0825'THAT PROJECTS 12-INCHES ABOVE THE GROUND SURFACE, 3.6 KM (2.25 MI)
 PY0825'NORTH OF THE SOUTH ENTRANCE GATE, ACROSS THE HIGHWAY FROM THE CENTER
 PY0825'OF A HIGHWAY PULLOUT, AND 6.1 M (20.0 FT) SOUTHEAST OF THE CENTERLINE
 PY0825'OF THE HIGHWAY.
 PY0825'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1007 ***********************************************************************
 PY1007  DESIGNATION -  12 MDC
 PY1007  PID         -  PY1007
 PY1007  STATE/COUNTY-  WY/PARK
 PY1007  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY1007
 PY1007                         *CURRENT SURVEY CONTROL
 PY1007  ___________________________________________________________________
 PY1007* NAD 83(1986)-  44 45 23.     (N)    110 28 50.     (W)     SCALED    
 PY1007* NAVD 88     -      2492.052  (meters)    8176.01   (feet)  ADJUSTED  
 PY1007  ___________________________________________________________________
 PY1007  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY1007  DYNAMIC HT  -        2490.426 (meters)    8170.67  (feet)  COMP
 PY1007  MODELED GRAV-     979,874.6   (mgal)                       NAVD 88
 PY1007
 PY1007  VERT ORDER  -  FIRST     CLASS II
 PY1007
 PY1007.The horizontal coordinates were scaled from a topographic map and have
 PY1007.an estimated accuracy of +/- 6 seconds.
 PY1007
 PY1007.The orthometric height was determined by differential leveling
 PY1007.and adjusted by the National Geodetic Survey in June 1991..
 PY1007
 PY1007.The geoid height was determined by GEOID03.
 PY1007
 PY1007.The dynamic height is computed by dividing the NAVD 88
 PY1007.geopotential number by the normal gravity value computed on the
 PY1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1007.degrees latitude (g = 980.6199 gals.).
 PY1007
 PY1007.The modeled gravity was interpolated from observed gravity values.
 PY1007
 PY1007;                    North         East    Units  Estimated Accuracy
 PY1007;SPC WYWC     -   474,250.      462,980.      MT  (+/- 180 meters Scaled)
 PY1007
 PY1007                          SUPERSEDED SURVEY CONTROL
 PY1007
 PY1007  NGVD 29 (08/20/92) 2490.653  (m)         8171.42   (f) ADJUSTED    1 2
 PY1007
 PY1007.Superseded values are not recommended for survey control.
 PY1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1007.See file dsdata.txt to determine how the superseded data were derived.
 PY1007
 PY1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ411560(NAD 83)
 PY1007_MARKER: DB = BENCH MARK DISK
 PY1007_SETTING: 80 = SET IN A BOULDER
 PY1007_SP_SET: BOULDER
 PY1007_STAMPING: 12 MDC 1976 8171
 PY1007_MARK LOGO: USGS  
 PY1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1007+STABILITY: SURFACE MOTION
 PY1007
 PY1007  HISTORY     - Date     Condition        Report By
 PY1007  HISTORY     - 1976     MONUMENTED       USGS
 PY1007  HISTORY     - 1987     GOOD             NGS
 PY1007
 PY1007                          STATION DESCRIPTION
 PY1007
 PY1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1007'2.9 KM (1.80 MI) NORTH FROM CANYON VILLAGE.
 PY1007'2.9 KM (1.80 MI) NORTHERLY ALONG CANYON VILLAGE-TOWER JUNCTION
 PY1007'HIGHWAY FROM THE JUNCTION OF NORTH RIM ROAD IN CANYON VILLAGE, NEAR
 PY1007'THE SOUTHWEST END OF A 3 BY 5 FOOT BOULDER THAT PROJECTS 3-INCHES
 PY1007'ABOVE THE GROUND SURFACE, 40.7 M (133.5 FT) EAST-NORTHEAST OF THE
 PY1007'SOUTHEAST END OF A CULVERT, AND 21.1 M (69.2 FT) SOUTHEAST OF THE
 PY1007'CENTERLINE OF THE HIGHWAY.
 PY1007'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0914 ***********************************************************************
 PY0914  DESIGNATION -  12 RDS
 PY0914  PID         -  PY0914
 PY0914  STATE/COUNTY-  WY/TETON
 PY0914  USGS QUAD   -  MARY LAKE (1986)
 PY0914
 PY0914                         *CURRENT SURVEY CONTROL
 PY0914  ___________________________________________________________________
 PY0914* NAD 83(1986)-  44 35 49.     (N)    110 40 50.     (W)     SCALED    
 PY0914* NAVD 88     -      2244.967  (meters)    7365.36   (feet)  ADJUSTED  
 PY0914  ___________________________________________________________________
 PY0914  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 PY0914  DYNAMIC HT  -        2243.529 (meters)    7360.64  (feet)  COMP
 PY0914  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 PY0914
 PY0914  VERT ORDER  -  FIRST     CLASS II
 PY0914
 PY0914.The horizontal coordinates were scaled from a topographic map and have
 PY0914.an estimated accuracy of +/- 6 seconds.
 PY0914
 PY0914.The orthometric height was determined by differential leveling
 PY0914.and adjusted by the National Geodetic Survey in June 1991..
 PY0914
 PY0914.The geoid height was determined by GEOID03.
 PY0914
 PY0914.The dynamic height is computed by dividing the NAVD 88
 PY0914.geopotential number by the normal gravity value computed on the
 PY0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0914.degrees latitude (g = 980.6199 gals.).
 PY0914
 PY0914.The modeled gravity was interpolated from observed gravity values.
 PY0914
 PY0914;                    North         East    Units  Estimated Accuracy
 PY0914;SPC WY W     -   555,250.      752,590.      MT  (+/- 180 meters Scaled)
 PY0914
 PY0914                          SUPERSEDED SURVEY CONTROL
 PY0914
 PY0914  NGVD 29 (08/20/92) 2243.605  (m)         7360.89   (f) ADJUSTED    1 2
 PY0914
 PY0914.Superseded values are not recommended for survey control.
 PY0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0914.See file dsdata.txt to determine how the superseded data were derived.
 PY0914
 PY0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ253382(NAD 83)
 PY0914_MARKER: DB = BENCH MARK DISK
 PY0914_SETTING: 80 = SET IN A BOULDER
 PY0914_SP_SET: BOULDER
 PY0914_STAMPING: 12 RDS 1955 7360
 PY0914_MARK LOGO: USGS  
 PY0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0914+STABILITY: SURFACE MOTION
 PY0914
 PY0914  HISTORY     - Date     Condition        Report By
 PY0914  HISTORY     - 1955     MONUMENTED       USGS
 PY0914  HISTORY     - 1987     GOOD             NGS
 PY0914
 PY0914                          STATION DESCRIPTION
 PY0914
 PY0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0914'22.8 KM (14.15 MI) SE FROM MADISON JUNCTION.
 PY0914'10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD FROM MADISON
 PY0914'JUNCTION, THENCE 3.5 KM (2.15 MI) EASTERLY ALONG A SERVICE ROAD AND
 PY0914'MARY MOUNTAIN TRAIL TO A FOOT BRIDGE ACROSS NEZ PERCE CREEK, THENCE
 PY0914'9.2 KM (5.70 MI) EASTERLY ALONG MARY MOUNTAIN TRAIL, CEMENTED IN A
 PY0914'DRILL HOLE IN THE TOP OF A LARGE IMBEDDED BOULDER WHICH PROJECTS
 PY0914'2-1/2 FEET, 35.0 M (114.8 FT) EAST OF TEH EAST EDGE OF A LARGE OPEN
 PY0914'MEADOW AND SWAMP AREA, 30.0 M (98.4 FT) WEST OF TEH WEST EDGE OF A
 PY0914'SMALL OPEN AREA, AND 17.5 M (57.4 FT) SOUTH OF THE CENTER OF THE OLD
 PY0914'TRAIL WHICH IS ABOUT 20 FEET LOWER THAN THE NEW TRAIL DUE TO NUMEROUS
 PY0914'FALLEN TREES.
 PY0914'THE MARK IS 1.5 M BELOW THE OLD TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0470 ***********************************************************************
 OU0470  DESIGNATION -  12 RGB
 OU0470  PID         -  OU0470
 OU0470  STATE/COUNTY-  WY/WESTON
 OU0470  USGS QUAD   -  DARLINGTON DRAW WEST (1982)
 OU0470
 OU0470                         *CURRENT SURVEY CONTROL
 OU0470  ___________________________________________________________________
 OU0470* NAD 83(1986)-  43 38 51.     (N)    104 58 45.     (W)     SCALED    
 OU0470* NAVD 88     -      1326.611  (meters)    4352.39   (feet)  POSTED    
 OU0470  ___________________________________________________________________
 OU0470  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 OU0470  DYNAMIC HT  -        1325.960 (meters)    4350.25  (feet)  COMP
 OU0470  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 OU0470
 OU0470  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0470
 OU0470.The horizontal coordinates were scaled from a topographic map and have
 OU0470.an estimated accuracy of +/- 6 seconds.
 OU0470
 OU0470.The orthometric height was determined by differential leveling
 OU0470.and adjusted by the National Geodetic Survey in 1992..
 OU0470.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0470.rate of 0.0 thru 1.0 mm/km.
 OU0470
 OU0470.The geoid height was determined by GEOID03.
 OU0470
 OU0470.The dynamic height is computed by dividing the NAVD 88
 OU0470.geopotential number by the normal gravity value computed on the
 OU0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0470.degrees latitude (g = 980.6199 gals.).
 OU0470
 OU0470.The modeled gravity was interpolated from observed gravity values.
 OU0470
 OU0470;                    North         East    Units  Estimated Accuracy
 OU0470;SPC WY E     -   349,600.      215,130.      MT  (+/- 180 meters Scaled)
 OU0470
 OU0470                          SUPERSEDED SURVEY CONTROL
 OU0470
 OU0470.No superseded survey control is available for this station.
 OU0470
 OU0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ016327(NAD 83)
 OU0470_MARKER: DB = BENCH MARK DISK
 OU0470_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0470_SP_SET: COPPER-CLAD STEEL ROD
 OU0470_STAMPING: 12 RGB 1971
 OU0470_MARK LOGO: USGS  
 OU0470_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0470+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0470
 OU0470  HISTORY     - Date     Condition        Report By
 OU0470  HISTORY     - 1971     MONUMENTED       USGS
 OU0470
 OU0470                          STATION DESCRIPTION
 OU0470
 OU0470'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0470'FROM CLARETON, WYOMING, PROCEED 13.7 MILES WEST ALONG STATE HIGHWAY
 OU0470'450, THENCE 4.2 MILES SOUTHWEST ALONG PINEY CANYON ROAD TO A TRAIL
 OU0470'NORTH, THENCE 0.6 MILES NORTH, ON THE SOUTH SIDE OF LITTLE THUNDER
 OU0470'CREEK, 70 FEET EAST OF THE TRAIL, 3 FEET WEST OF A WITNESS SIGN, SET
 OU0470'IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0882 ***********************************************************************
 MR0882  DESIGNATION -  12 SC
 MR0882  PID         -  MR0882
 MR0882  STATE/COUNTY-  WY/LINCOLN
 MR0882  USGS QUAD   -  OPAL (1969)
 MR0882
 MR0882                         *CURRENT SURVEY CONTROL
 MR0882  ___________________________________________________________________
 MR0882* NAD 83(1986)-  41 51 01.     (N)    110 17 14.     (W)     SCALED    
 MR0882* NAVD 88     -      2046.991  (meters)    6715.84   (feet)  ADJUSTED  
 MR0882  ___________________________________________________________________
 MR0882  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 MR0882  DYNAMIC HT  -        2045.237 (meters)    6710.08  (feet)  COMP
 MR0882  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 MR0882
 MR0882  VERT ORDER  -  THIRD
 MR0882
 MR0882.The horizontal coordinates were scaled from a topographic map and have
 MR0882.an estimated accuracy of +/- 6 seconds.
 MR0882
 MR0882.The orthometric height was determined by differential leveling
 MR0882.and adjusted by the National Geodetic Survey in December 1993..
 MR0882
 MR0882.The geoid height was determined by GEOID03.
 MR0882
 MR0882.The dynamic height is computed by dividing the NAVD 88
 MR0882.geopotential number by the normal gravity value computed on the
 MR0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0882.degrees latitude (g = 980.6199 gals.).
 MR0882
 MR0882.The modeled gravity was interpolated from observed gravity values.
 MR0882
 MR0882;                    North         East    Units  Estimated Accuracy
 MR0882;SPC WY W     -   249,970.      783,070.      MT  (+/- 180 meters Scaled)
 MR0882
 MR0882                          SUPERSEDED SURVEY CONTROL
 MR0882
 MR0882.No superseded survey control is available for this station.
 MR0882
 MR0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM591333(NAD 83)
 MR0882_MARKER: DB = BENCH MARK DISK
 MR0882_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0882_SP_SET: COPPER-CLAD STEEL ROD
 MR0882_STAMPING: 12 SC 1969
 MR0882_MARK LOGO: USGS  
 MR0882_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0882+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0882
 MR0882  HISTORY     - Date     Condition        Report By
 MR0882  HISTORY     - 1969     MONUMENTED       USGS
 MR0882
 MR0882                          STATION DESCRIPTION
 MR0882
 MR0882'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0882'FROM OPAL, WYOMING RAILROAD STATION, PROCEED 6.4 MILES NORTH ALONG
 MR0882'STATE ROAD 1208, 104 FEET EASTERLY AND PERPENDICULAR TO THE
 MR0882'CENTERLINE OF THE HIGHWAY AND 30 FEET SOUTH OF THE CENTERLINE OF A
 MR0882'TRACK ROAD EAST AND 4 FEET EAST OF A RIGHT-OF-WAY FENCE, SET IN A
 MR0882'DRILL HOLE IN A ROCK 3 FEET IN THE GROUND, ENCASED IN AN 8 INCH TILE
 MR0882'AND NEAR A STEEL FENCE POST AND SIGN, SET IN A COPPER-CLAD STEEL ROD
 MR0882'DRIVEN 3.0 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0502 ***********************************************************************
 OU0502  DESIGNATION -  12 SJS
 OU0502  PID         -  OU0502
 OU0502  STATE/COUNTY-  WY/CONVERSE
 OU0502  USGS QUAD   -  SPLIT HILL (1981)
 OU0502
 OU0502                         *CURRENT SURVEY CONTROL
 OU0502  ___________________________________________________________________
 OU0502* NAD 83(1986)-  43 11 19.     (N)    104 58 27.     (W)     SCALED    
 OU0502* NAVD 88     -      1355.334  (meters)    4446.62   (feet)  ADJUSTED  
 OU0502  ___________________________________________________________________
 OU0502  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 OU0502  DYNAMIC HT  -        1354.594 (meters)    4444.20  (feet)  COMP
 OU0502  MODELED GRAV-     980,026.8   (mgal)                       NAVD 88
 OU0502
 OU0502  VERT ORDER  -  THIRD
 OU0502
 OU0502.The horizontal coordinates were scaled from a topographic map and have
 OU0502.an estimated accuracy of +/- 6 seconds.
 OU0502
 OU0502.The orthometric height was determined by differential leveling
 OU0502.and adjusted by the National Geodetic Survey in December 1993..
 OU0502
 OU0502.The geoid height was determined by GEOID03.
 OU0502
 OU0502.The dynamic height is computed by dividing the NAVD 88
 OU0502.geopotential number by the normal gravity value computed on the
 OU0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0502.degrees latitude (g = 980.6199 gals.).
 OU0502
 OU0502.The modeled gravity was interpolated from observed gravity values.
 OU0502
 OU0502;                    North         East    Units  Estimated Accuracy
 OU0502;SPC WY E     -   298,620.      215,650.      MT  (+/- 180 meters Scaled)
 OU0502
 OU0502                          SUPERSEDED SURVEY CONTROL
 OU0502
 OU0502.No superseded survey control is available for this station.
 OU0502
 OU0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH020817(NAD 83)
 OU0502_MARKER: DB = BENCH MARK DISK
 OU0502_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0502+WITH SETTING: INFORMATION.
 OU0502_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0502_STAMPING: 12 SJS 1970
 OU0502_MARK LOGO: USGS  
 OU0502_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0502
 OU0502  HISTORY     - Date     Condition        Report By
 OU0502  HISTORY     - 1970     MONUMENTED       USGS
 OU0502
 OU0502                          STATION DESCRIPTION
 OU0502
 OU0502'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0502'FROM THE KETELSEN RANCH HEADQUARTERS, PROCEED 0.7 MILE (1.1 KM) SOUTH
 OU0502'ALONG THE ROAD TO DOUGLAS, WY, NEAR THE 1/4 CORNER OF S.12 AND S.13,
 OU0502'T.37 N., R.68 W., 102 FEET (31.1 M) SOUTH ALONG THE ROAD FROM A ROAD
 OU0502'FORK SOUTHEAST, 27 FEET (8.2 M) EAST OF THE CENTERLINE OF THE ROAD,
 OU0502'20 FEET (6.1 M) SOUTH OF THE NORTHWEST CORNER OF A CATTLE GUARD, 1
 OU0502'FOOT (0.3 M) WEST OF A FENCE, ENCASED IN A 6-INCH WHITE PLASTIC PIPE,
 OU0502'AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0353 ***********************************************************************
 NS0353  DESIGNATION -  12 TET
 NS0353  PID         -  NS0353
 NS0353  STATE/COUNTY-  WY/SWEETWATER
 NS0353  USGS QUAD   -  TWELVEMILE SINK (1980)
 NS0353
 NS0353                         *CURRENT SURVEY CONTROL
 NS0353  ___________________________________________________________________
 NS0353* NAD 83(1986)-  42 05 46.     (N)    109 49 23.     (W)     SCALED    
 NS0353* NAVD 88     -      2049.480  (meters)    6724.00   (feet)  ADJUSTED  
 NS0353  ___________________________________________________________________
 NS0353  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NS0353  DYNAMIC HT  -        2047.772 (meters)    6718.40  (feet)  COMP
 NS0353  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 NS0353
 NS0353  VERT ORDER  -  THIRD
 NS0353
 NS0353.The horizontal coordinates were scaled from a topographic map and have
 NS0353.an estimated accuracy of +/- 6 seconds.
 NS0353
 NS0353.The orthometric height was determined by differential leveling
 NS0353.and adjusted by the National Geodetic Survey in December 1993..
 NS0353
 NS0353.The geoid height was determined by GEOID03.
 NS0353
 NS0353.The dynamic height is computed by dividing the NAVD 88
 NS0353.geopotential number by the normal gravity value computed on the
 NS0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0353.degrees latitude (g = 980.6199 gals.).
 NS0353
 NS0353.The modeled gravity was interpolated from observed gravity values.
 NS0353
 NS0353;                    North         East    Units  Estimated Accuracy
 NS0353;SPC WYWC     -   177,810.      511,240.      MT  (+/- 180 meters Scaled)
 NS0353
 NS0353                          SUPERSEDED SURVEY CONTROL
 NS0353
 NS0353.No superseded survey control is available for this station.
 NS0353
 NS0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM973611(NAD 83)
 NS0353_MARKER: DB = BENCH MARK DISK
 NS0353_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0353_SP_SET: COPPER-CLAD STEEL ROD
 NS0353_STAMPING: 12 TET 1968
 NS0353_MARK LOGO: USGS  
 NS0353_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0353+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0353
 NS0353  HISTORY     - Date     Condition        Report By
 NS0353  HISTORY     - 1968     MONUMENTED       USGS
 NS0353
 NS0353                          STATION DESCRIPTION
 NS0353
 NS0353'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0353'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0353'21.0 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD
 NS0353'NUMBER 4242) NEAR THE SOUTHEAST 1/4 CORNER OF SECTION 32/TOWNSHIP 25
 NS0353'NORTH/RANGE 109 WEST, 40 FEET NORTH AND ABOUT FOOT HIGHER THAN THE
 NS0353'ROAD, 1 FOOT SOUTH OF A WITNESS POST.  FROM A ROAD JUNCTION 0.3 MILES
 NS0353'SOUTH OF FONTENELLE, WYOMING, PROCEED 3.7 MILES EAST AND NORTH ALONG
 NS0353'A COUNTY ROAD CROSSING GREEN RIVER, THENCE 13.8 MILES GENERALLY
 NS0353'NORTHEAST ALONG LINCOLN-SWEETWATER ROAD, BLM ROAD NUMBER 4242, NEAR
 NS0353'THE SOUTHEAST 1/4 CORNER OF SECTION 32/TOWNSHIP 25 NORTH/RANGE 109
 NS0353'WEST, 40 FEET NORTH AND ABOUT 1 FOOT HIGHER THAN THE ROAD, 1 FOOT
 NS0353'SOUTH OF A WITNESS POST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH
 NS0353'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0421 ***********************************************************************
 MO0421  DESIGNATION -  12 WEW
 MO0421  PID         -  MO0421
 MO0421  STATE/COUNTY-  WY/PLATTE
 MO0421  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0421
 MO0421                         *CURRENT SURVEY CONTROL
 MO0421  ___________________________________________________________________
 MO0421* NAD 83(1986)-  41 42 59.     (N)    105 15 41.     (W)     SCALED    
 MO0421* NAVD 88     -      2158.083  (meters)    7080.31   (feet)  ADJUSTED  
 MO0421  ___________________________________________________________________
 MO0421  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 MO0421  DYNAMIC HT  -        2156.408 (meters)    7074.82  (feet)  COMP
 MO0421  MODELED GRAV-     979,767.2   (mgal)                       NAVD 88
 MO0421
 MO0421  VERT ORDER  -  SECOND    CLASS 0
 MO0421
 MO0421.The horizontal coordinates were scaled from a topographic map and have
 MO0421.an estimated accuracy of +/- 6 seconds.
 MO0421
 MO0421.The orthometric height was determined by differential leveling
 MO0421.and adjusted by the National Geodetic Survey in June 1991..
 MO0421
 MO0421.The geoid height was determined by GEOID03.
 MO0421
 MO0421.The dynamic height is computed by dividing the NAVD 88
 MO0421.geopotential number by the normal gravity value computed on the
 MO0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0421.degrees latitude (g = 980.6199 gals.).
 MO0421
 MO0421.The modeled gravity was interpolated from observed gravity values.
 MO0421
 MO0421;                    North         East    Units  Estimated Accuracy
 MO0421;SPC WY E     -   135,080.      192,120.      MT  (+/- 180 meters Scaled)
 MO0421
 MO0421                          SUPERSEDED SURVEY CONTROL
 MO0421
 MO0421  NGVD 29 (??/??/92) 2157.159  (m)         7077.28   (f) ADJ UNCH    2 0
 MO0421
 MO0421.Superseded values are not recommended for survey control.
 MO0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0421.See file dsdata.txt to determine how the superseded data were derived.
 MO0421
 MO0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG782183(NAD 83)
 MO0421_MARKER: DD = SURVEY DISK
 MO0421_SETTING: 66 = SET IN ROCK OUTCROP
 MO0421_SP_SET: SMALL OUTCROP
 MO0421_STAMPING: 12 WEW 1953 7077
 MO0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0421+STABILITY: POSITION/ELEVATION WELL
 MO0421
 MO0421  HISTORY     - Date     Condition        Report By
 MO0421  HISTORY     - 1953     MONUMENTED       USGS
 MO0421  HISTORY     - 1966     GOOD             NGS
 MO0421
 MO0421                          STATION DESCRIPTION
 MO0421
 MO0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0421'13.4 MI NW FROM FARTHING.
 MO0421'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0421'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 11.55 MILES
 MO0421'NORTHWEST ALONG A PRIVATE ROAD, AT A POINT WHERE ROAD, IS
 MO0421'LEADING WEST DOWN A GRADE, IN THE TOP OF A SMALL OUTCROP WHICH
 MO0421'PROJECTS ABOUT 1 FOOT, 51 FEET NORTH OF THE CENTER LINE OF THE
 MO0421'ROAD, 114 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 MO0421'DIM TRACK ROAD EAST, 60 FEET NORTHWEST OF THE CENTER LINE OF
 MO0421'A DIM TRACK ROAD NORTHEAST, 17.6 FEET NORTH-NORTHWEST OF A
 MO0421'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0896 ***********************************************************************
 PY0896  DESIGNATION -  13 3
 PY0896  PID         -  PY0896
 PY0896  STATE/COUNTY-  WY/PARK
 PY0896  USGS QUAD   -  SYLVAN LAKE (1991)
 PY0896
 PY0896                         *CURRENT SURVEY CONTROL
 PY0896  ___________________________________________________________________
 PY0896* NAD 83(1986)-  44 29 49.     (N)    110 11 43.     (W)     SCALED    
 PY0896* NAVD 88     -      2602.876  (meters)    8539.60   (feet)  ADJUSTED  
 PY0896  ___________________________________________________________________
 PY0896  GEOID HEIGHT-          -7.87  (meters)                     GEOID03
 PY0896  DYNAMIC HT  -        2601.134 (meters)    8533.89  (feet)  COMP
 PY0896  MODELED GRAV-     979,853.5   (mgal)                       NAVD 88
 PY0896
 PY0896  VERT ORDER  -  FIRST     CLASS II
 PY0896
 PY0896.The horizontal coordinates were scaled from a topographic map and have
 PY0896.an estimated accuracy of +/- 6 seconds.
 PY0896
 PY0896.The orthometric height was determined by differential leveling
 PY0896.and adjusted by the National Geodetic Survey in June 1991..
 PY0896
 PY0896.The geoid height was determined by GEOID03.
 PY0896
 PY0896.The dynamic height is computed by dividing the NAVD 88
 PY0896.geopotential number by the normal gravity value computed on the
 PY0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0896.degrees latitude (g = 980.6199 gals.).
 PY0896
 PY0896.The modeled gravity was interpolated from observed gravity values.
 PY0896
 PY0896;                    North         East    Units  Estimated Accuracy
 PY0896;SPC WYWC     -   444,980.      485,060.      MT  (+/- 180 meters Scaled)
 PY0896
 PY0896                          SUPERSEDED SURVEY CONTROL
 PY0896
 PY0896  NGVD 29 (08/20/92) 2601.550  (m)         8535.25   (f) ADJUSTED    1 2
 PY0896
 PY0896.Superseded values are not recommended for survey control.
 PY0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0896.See file dsdata.txt to determine how the superseded data were derived.
 PY0896
 PY0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ639273(NAD 83)
 PY0896_MARKER: DB = BENCH MARK DISK
 PY0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0896_SP_SET: CONCRETE POST
 PY0896_STAMPING: 13-3 1986
 PY0896_MARK LOGO: FHWA  
 PY0896_PROJECTION: FLUSH
 PY0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0896+STABILITY: SURFACE MOTION
 PY0896
 PY0896  HISTORY     - Date     Condition        Report By
 PY0896  HISTORY     - 1986     MONUMENTED       FHWA
 PY0896  HISTORY     - 1987     GOOD             NGS
 PY0896
 PY0896                          STATION DESCRIPTION
 PY0896
 PY0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0896'23.2 KM (14.40 MI) SE FROM LAKE JUNCTION.
 PY0896'23.2 KM (14.40 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0896'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN A LARGE
 PY0896'GRASSY PARK, AND 24.4 M (80.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 PY0896'HIGHWAY.
 PY0896'THE MARK IS 0.5 METERS  SSE FROM  A WITNESS POST
 PY0896'THE MARK IS 4.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0602 ***********************************************************************
 PV0602  DESIGNATION -  13 GRS
 PV0602  PID         -  PV0602
 PV0602  STATE/COUNTY-  WY/CAMPBELL
 PV0602  USGS QUAD   -  RECLUSE (1971)
 PV0602
 PV0602                         *CURRENT SURVEY CONTROL
 PV0602  ___________________________________________________________________
 PV0602* NAD 83(1986)-  44 44 16.     (N)    105 43 12.     (W)     SCALED    
 PV0602* NAVD 88     -      1270.251  (meters)    4167.48   (feet)  POSTED    
 PV0602  ___________________________________________________________________
 PV0602  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 PV0602  DYNAMIC HT  -        1269.820 (meters)    4166.07  (feet)  COMP
 PV0602  MODELED GRAV-     980,230.1   (mgal)                       NAVD 88
 PV0602
 PV0602  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0602
 PV0602.The horizontal coordinates were scaled from a topographic map and have
 PV0602.an estimated accuracy of +/- 6 seconds.
 PV0602
 PV0602.The orthometric height was determined by differential leveling
 PV0602.and adjusted by the National Geodetic Survey in 1992..
 PV0602.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0602.rate of 0.0 thru 1.0 mm/km.
 PV0602
 PV0602.The geoid height was determined by GEOID03.
 PV0602
 PV0602.The dynamic height is computed by dividing the NAVD 88
 PV0602.geopotential number by the normal gravity value computed on the
 PV0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0602.degrees latitude (g = 980.6199 gals.).
 PV0602
 PV0602.The modeled gravity was interpolated from observed gravity values.
 PV0602
 PV0602;                    North         East    Units  Estimated Accuracy
 PV0602;SPC WY E     -   470,880.      156,180.      MT  (+/- 180 meters Scaled)
 PV0602
 PV0602                          SUPERSEDED SURVEY CONTROL
 PV0602
 PV0602.No superseded survey control is available for this station.
 PV0602
 PV0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK429540(NAD 83)
 PV0602_MARKER: DB = BENCH MARK DISK
 PV0602_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0602_SP_SET: COPPER-CLAD STEEL ROD
 PV0602_STAMPING: 13 GRS 1971
 PV0602_MARK LOGO: USGS  
 PV0602_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0602+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0602
 PV0602  HISTORY     - Date     Condition        Report By
 PV0602  HISTORY     - 1971     MONUMENTED       USGS
 PV0602
 PV0602                          STATION DESCRIPTION
 PV0602
 PV0602'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0602'FROM THE RECLUSE, WYOMING POST OFFICE, PROCEED 0.9 MILES WEST AND
 PV0602'SOUTH ALONG RECLUSE ROAD, 58 FEET NORTH AND 16 FEET WEST OF AND 1
 PV0602'FOOT LOWER THAN A Y-JUNCTION, 2 FEET NORTH OF A FENCE CORNER POST, 1
 PV0602'FOOT SOUTH OF A WITNESS POST, SET IN A COPPER-CLAD STEEL ROD AND
 PV0602'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0071 ***********************************************************************
 NR0071  DESIGNATION -  13 HA
 NR0071  PID         -  NR0071
 NR0071  STATE/COUNTY-  WY/CARBON
 NR0071  USGS QUAD   -  T B RANCH (1961)
 NR0071
 NR0071                         *CURRENT SURVEY CONTROL
 NR0071  ___________________________________________________________________
 NR0071* NAD 83(1986)-  42 05 34.     (N)    106 11 00.     (W)     SCALED    
 NR0071* NAVD 88     -      2104.250  (meters)    6903.69   (feet)  ADJUSTED  
 NR0071  ___________________________________________________________________
 NR0071  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 NR0071  DYNAMIC HT  -        2102.514 (meters)    6898.00  (feet)  COMP
 NR0071  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 NR0071
 NR0071  VERT ORDER  -  SECOND    CLASS 0
 NR0071
 NR0071.The horizontal coordinates were scaled from a topographic map and have
 NR0071.an estimated accuracy of +/- 6 seconds.
 NR0071
 NR0071.The orthometric height was determined by differential leveling
 NR0071.and adjusted by the National Geodetic Survey in June 1991..
 NR0071
 NR0071.The geoid height was determined by GEOID03.
 NR0071
 NR0071.The dynamic height is computed by dividing the NAVD 88
 NR0071.geopotential number by the normal gravity value computed on the
 NR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0071.degrees latitude (g = 980.6199 gals.).
 NR0071
 NR0071.The modeled gravity was interpolated from observed gravity values.
 NR0071
 NR0071;                    North         East    Units  Estimated Accuracy
 NR0071;SPC WYEC     -   277,520.      495,140.      MT  (+/- 180 meters Scaled)
 NR0071
 NR0071                          SUPERSEDED SURVEY CONTROL
 NR0071
 NR0071  NGVD 29 (??/??/92) 2103.134  (m)         6900.03   (f) ADJ UNCH    2 0
 NR0071
 NR0071.Superseded values are not recommended for survey control.
 NR0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0071.See file dsdata.txt to determine how the superseded data were derived.
 NR0071
 NR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG021607(NAD 83)
 NR0071_MARKER: DD = SURVEY DISK
 NR0071_SETTING: 66 = SET IN ROCK OUTCROP
 NR0071_SP_SET: SANDSTONE OUTCROP
 NR0071_STAMPING: 13 HA 1948
 NR0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0071+STABILITY: POSITION/ELEVATION WELL
 NR0071
 NR0071  HISTORY     - Date     Condition        Report By
 NR0071  HISTORY     - 1948     MONUMENTED       USGS
 NR0071  HISTORY     - 1959     GOOD             NGS
 NR0071
 NR0071                          STATION DESCRIPTION
 NR0071
 NR0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0071'15.3 MI N FROM MEDICINE BOW.
 NR0071'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0071'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0071'A PAVED ROAD, THENCE ABOUT 0.75 MILE NORTH ALONG A DIRT ROAD, 278 FEET
 NR0071'WEST OF THE CENTER LINE OF THE ROAD, IN SECTION 33, R 78 W, T 25 N, IN
 NR0071'THE TOP OF A LARGE SANDSTONE OUTCROP FLUSH WITH THE GROUND, 165 FEET
 NR0071'NORTH OF A CORRAL AND LARGE BOARD WIND BRAKE, AND ABOUT 15 FEET ABOVE
 NR0071'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0409 ***********************************************************************
 MO0409  DESIGNATION -  13 JPU
 MO0409  PID         -  MO0409
 MO0409  STATE/COUNTY-  WY/ALBANY
 MO0409  USGS QUAD   -  POE MOUNTAIN (1981)
 MO0409
 MO0409                         *CURRENT SURVEY CONTROL
 MO0409  ___________________________________________________________________
 MO0409* NAD 83(1986)-  41 46 30.     (N)    105 18 21.     (W)     SCALED    
 MO0409* NAVD 88     -      1827.193  (meters)    5994.72   (feet)  ADJUSTED  
 MO0409  ___________________________________________________________________
 MO0409  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 MO0409  DYNAMIC HT  -        1825.842 (meters)    5990.28  (feet)  COMP
 MO0409  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 MO0409
 MO0409  VERT ORDER  -  SECOND    CLASS 0
 MO0409
 MO0409.The horizontal coordinates were scaled from a topographic map and have
 MO0409.an estimated accuracy of +/- 6 seconds.
 MO0409
 MO0409.The orthometric height was determined by differential leveling
 MO0409.and adjusted by the National Geodetic Survey in June 1991..
 MO0409
 MO0409.The geoid height was determined by GEOID03.
 MO0409
 MO0409.The dynamic height is computed by dividing the NAVD 88
 MO0409.geopotential number by the normal gravity value computed on the
 MO0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0409.degrees latitude (g = 980.6199 gals.).
 MO0409
 MO0409.The modeled gravity was interpolated from observed gravity values.
 MO0409
 MO0409;                    North         East    Units  Estimated Accuracy
 MO0409;SPC WY E     -   141,600.      188,430.      MT  (+/- 180 meters Scaled)
 MO0409
 MO0409                          SUPERSEDED SURVEY CONTROL
 MO0409
 MO0409  NGVD 29 (??/??/92) 1826.308  (m)         5991.81   (f) ADJ UNCH    2 0
 MO0409
 MO0409.Superseded values are not recommended for survey control.
 MO0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0409.See file dsdata.txt to determine how the superseded data were derived.
 MO0409
 MO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG745248(NAD 83)
 MO0409_MARKER: DD = SURVEY DISK
 MO0409_SETTING: 66 = SET IN ROCK OUTCROP
 MO0409_SP_SET: OUTCROP
 MO0409_STAMPING: 13 JPU 1953 5992
 MO0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0409+STABILITY: POSITION/ELEVATION WELL
 MO0409
 MO0409  HISTORY     - Date     Condition        Report By
 MO0409  HISTORY     - 1953     MONUMENTED       USGS
 MO0409  HISTORY     - 1966     GOOD             NGS
 MO0409
 MO0409                          STATION DESCRIPTION
 MO0409
 MO0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0409'31.8 MI SW FROM WHEATLAND.
 MO0409'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0409'WHEATLAND, THENCE 24.05 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0409'THENCE 1.0 MILE SOUTH ALONG OLD WHEATLAND ROAD, AT THE JUNCTION
 MO0409'OF A DIRT ROAD EAST, IN THE TOP OF AN OUTCROP PROJECTING ABOUT
 MO0409'1/2 FOOT, 86 FEET WEST-NORTHWEST OF THE CENTER OF THE JUNCTION,
 MO0409'79 FEET WEST OF THE ROAD, 54 FEET NORTH OF THE EXTENDED CENTER
 MO0409'LINE OF THE ROAD EAST, 105 FEET WEST AND ACROSS THE ROAD FROM A
 MO0409'T JUNCTION FENCE CORNER, 6.5 FEET SOUTHWEST OF A WITNESS POST,
 MO0409'AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0168 ***********************************************************************
 OV0168  DESIGNATION -  13 JR
 OV0168  PID         -  OV0168
 OV0168  STATE/COUNTY-  WY/FREMONT
 OV0168  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0168
 OV0168                         *CURRENT SURVEY CONTROL
 OV0168  ___________________________________________________________________
 OV0168* NAD 83(1986)-  43 25 20.     (N)    107 35 32.     (W)     SCALED    
 OV0168* NAVD 88     -      1853.549  (meters)    6081.19   (feet)  ADJUSTED  
 OV0168  ___________________________________________________________________
 OV0168  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 OV0168  DYNAMIC HT  -        1852.392 (meters)    6077.39  (feet)  COMP
 OV0168  MODELED GRAV-     979,929.4   (mgal)                       NAVD 88
 OV0168
 OV0168  VERT ORDER  -  SECOND    CLASS 0
 OV0168
 OV0168.The horizontal coordinates were scaled from a topographic map and have
 OV0168.an estimated accuracy of +/- 6 seconds.
 OV0168
 OV0168.The orthometric height was determined by differential leveling
 OV0168.and adjusted by the National Geodetic Survey in June 1991..
 OV0168
 OV0168.The geoid height was determined by GEOID03.
 OV0168
 OV0168.The dynamic height is computed by dividing the NAVD 88
 OV0168.geopotential number by the normal gravity value computed on the
 OV0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0168.degrees latitude (g = 980.6199 gals.).
 OV0168
 OV0168.The modeled gravity was interpolated from observed gravity values.
 OV0168
 OV0168;                    North         East    Units  Estimated Accuracy
 OV0168;SPC WYWC     -   325,210.      693,750.      MT  (+/- 180 meters Scaled)
 OV0168
 OV0168                          SUPERSEDED SURVEY CONTROL
 OV0168
 OV0168  NGVD 29 (??/??/92) 1852.566  (m)         6077.96   (f) ADJ UNCH    2 0
 OV0168
 OV0168.Superseded values are not recommended for survey control.
 OV0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0168.See file dsdata.txt to determine how the superseded data were derived.
 OV0168
 OV0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ901109(NAD 83)
 OV0168_MARKER: DD = SURVEY DISK
 OV0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0168_STAMPING: 13 JR 1950 6078
 OV0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0168+STABILITY: SURFACE MOTION
 OV0168
 OV0168  HISTORY     - Date     Condition        Report By
 OV0168  HISTORY     - 1950     MONUMENTED       USGS
 OV0168  HISTORY     - 1966     GOOD             NGS
 OV0168
 OV0168                          STATION DESCRIPTION
 OV0168
 OV0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0168'14.4 MI NE FROM LYSITE.
 OV0168'14.4 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0168'AND QUINCY RAILROAD STATION AT LYSITE, 0.65 MILES WEST ALONG A DIRT
 OV0168'ROAD (FORMER NOWOOD ROAD) AND 0.25 MILE NORTH ALONG NOWOOD ROAD FROM
 OV0168'BENCH MARK 12 JR (USGS), AT THE CROSSING OF A CATTLEGUARD, 235 FEET
 OV0168'WEST OF THE CENTER LINE OF THE ROAD, 229 FEET WEST OF THE WEST EDGE OF
 OV0168'THE CATTLEGUARD, 2.0 FEET NORTH OF A FENCE, 2.3 FEET SOUTH OF A
 OV0168'WITNESS POST, ABOUT 7 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 OV0168'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0828 ***********************************************************************
 PY0828  DESIGNATION -  13 MDC
 PY0828  PID         -  PY0828
 PY0828  STATE/COUNTY-  WY/TETON
 PY0828  USGS QUAD   -  LEWIS CANYON (1996)
 PY0828
 PY0828                         *CURRENT SURVEY CONTROL
 PY0828  ___________________________________________________________________
 PY0828* NAD 83(1986)-  44 09 06.     (N)    110 40 31.     (W)     SCALED    
 PY0828* NAVD 88     -      2134.362  (meters)    7002.49   (feet)  ADJUSTED  
 PY0828  ___________________________________________________________________
 PY0828  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0828  DYNAMIC HT  -        2133.003 (meters)    6998.03  (feet)  COMP
 PY0828  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 PY0828
 PY0828  VERT ORDER  -  FIRST     CLASS II
 PY0828
 PY0828.The horizontal coordinates were scaled from a topographic map and have
 PY0828.an estimated accuracy of +/- 6 seconds.
 PY0828
 PY0828.The orthometric height was determined by differential leveling
 PY0828.and adjusted by the National Geodetic Survey in June 1991..
 PY0828
 PY0828.The geoid height was determined by GEOID03.
 PY0828
 PY0828.The dynamic height is computed by dividing the NAVD 88
 PY0828.geopotential number by the normal gravity value computed on the
 PY0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0828.degrees latitude (g = 980.6199 gals.).
 PY0828
 PY0828.The modeled gravity was interpolated from observed gravity values.
 PY0828
 PY0828;                    North         East    Units  Estimated Accuracy
 PY0828;SPC WY W     -   505,770.      752,650.      MT  (+/- 180 meters Scaled)
 PY0828
 PY0828                          SUPERSEDED SURVEY CONTROL
 PY0828
 PY0828  NGVD 29 (08/20/92) 2133.078  (m)         6998.27   (f) ADJUSTED    1 2
 PY0828
 PY0828.Superseded values are not recommended for survey control.
 PY0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0828.See file dsdata.txt to determine how the superseded data were derived.
 PY0828
 PY0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP259887(NAD 83)
 PY0828_MARKER: DB = BENCH MARK DISK
 PY0828_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0828+WITH SETTING: PAVEMENT
 PY0828_SP_SET: BRDIGE GUARDRAIL
 PY0828_STAMPING: 13 MDC 1977 6998
 PY0828_MARK LOGO: USGS  
 PY0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0828+STABILITY: SURFACE MOTION
 PY0828
 PY0828  HISTORY     - Date     Condition        Report By
 PY0828  HISTORY     - 1977     MONUMENTED       USGS
 PY0828  HISTORY     - 1987     GOOD             NGS
 PY0828
 PY0828                          STATION DESCRIPTION
 PY0828
 PY0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0828'7.1 KM (4.40 MI) NORTH FROM FLAGG RANCH.
 PY0828'7.1 KM (4.40 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0828'FLAGG RANCH HEADQUARTERS IN FLAGG RANCH, IN TOP OF AND 0.3 M (1.0 FT)
 PY0828'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST GUARDRAIL OF A
 PY0828'HIGHWAY BRIDGE SPANNING CRAWFISH CREEK, 1.9 KM (1.20 MI) NORTH OF THE
 PY0828'SOUTH ENTRANCE GATE, AND 4.5 M (14.8 FT) SOUTHWEST OF THE CENTERLINE
 PY0828'OF THE HIGHWAY.
 PY0828'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1004 ***********************************************************************
 PY1004  DESIGNATION -  13 MDC
 PY1004  PID         -  PY1004
 PY1004  STATE/COUNTY-  WY/PARK
 PY1004  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY1004
 PY1004                         *CURRENT SURVEY CONTROL
 PY1004  ___________________________________________________________________
 PY1004* NAD 83(1986)-  44 46 07.     (N)    110 27 20.     (W)     SCALED    
 PY1004* NAVD 88     -      2629.036  (meters)    8625.43   (feet)  ADJUSTED  
 PY1004  ___________________________________________________________________
 PY1004  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY1004  DYNAMIC HT  -        2627.283 (meters)    8619.68  (feet)  COMP
 PY1004  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 PY1004
 PY1004  VERT ORDER  -  FIRST     CLASS II
 PY1004
 PY1004.The horizontal coordinates were scaled from a topographic map and have
 PY1004.an estimated accuracy of +/- 6 seconds.
 PY1004
 PY1004.The orthometric height was determined by differential leveling
 PY1004.and adjusted by the National Geodetic Survey in June 1991..
 PY1004
 PY1004.The geoid height was determined by GEOID03.
 PY1004
 PY1004.The dynamic height is computed by dividing the NAVD 88
 PY1004.geopotential number by the normal gravity value computed on the
 PY1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1004.degrees latitude (g = 980.6199 gals.).
 PY1004
 PY1004.The modeled gravity was interpolated from observed gravity values.
 PY1004
 PY1004;                    North         East    Units  Estimated Accuracy
 PY1004;SPC WYWC     -   475,570.      464,990.      MT  (+/- 180 meters Scaled)
 PY1004
 PY1004                          SUPERSEDED SURVEY CONTROL
 PY1004
 PY1004  NGVD 29 (08/20/92) 2627.614  (m)         8620.76   (f) ADJUSTED    1 2
 PY1004
 PY1004.Superseded values are not recommended for survey control.
 PY1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1004.See file dsdata.txt to determine how the superseded data were derived.
 PY1004
 PY1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ430573(NAD 83)
 PY1004_MARKER: DB = BENCH MARK DISK
 PY1004_SETTING: 66 = SET IN ROCK OUTCROP
 PY1004_SP_SET: BEDROCK
 PY1004_STAMPING: 13 MDC 1976 8620
 PY1004_MARK LOGO: USGS  
 PY1004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1004+STABILITY: POSITION/ELEVATION WELL
 PY1004
 PY1004  HISTORY     - Date     Condition        Report By
 PY1004  HISTORY     - 1976     MONUMENTED       USGS
 PY1004  HISTORY     - 1987     GOOD             NGS
 PY1004
 PY1004                          STATION DESCRIPTION
 PY1004
 PY1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1004'5.7 KM (3.55 MI) NORTH FROM CANYON VILLAGE.
 PY1004'5.7 KM (3.55 MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY1004'HIGHWAY FROM THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR
 PY1004'THE SOUTHEAST CORNER OF A 15 BY 30 FOOT AREA OF OUTCROPPING BEDROCK
 PY1004'THAT PROJECTS 24-INCHES ABOVE THE GROUND SURFACE, AT A HIGHWAY
 PY1004'PULLOUT, 113.4 M (372.0 FT) NORTHWEST OF A SIGN (WASHBURN HOT
 PY1004'SPRINGS), AND 61.0 M (200.1 FT) WEST OF THE CENTERLINE OF THE
 PY1004'HIGHWAY.
 PY1004'THE MARK IS 20.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0915 ***********************************************************************
 PY0915  DESIGNATION -  13 RDS
 PY0915  PID         -  PY0915
 PY0915  STATE/COUNTY-  WY/TETON
 PY0915  USGS QUAD   -  MARY LAKE (1986)
 PY0915
 PY0915                         *CURRENT SURVEY CONTROL
 PY0915  ___________________________________________________________________
 PY0915* NAD 83(1986)-  44 35 46.     (N)    110 43 57.     (W)     SCALED    
 PY0915* NAVD 88     -      2225.716  (meters)    7302.20   (feet)  ADJUSTED  
 PY0915  ___________________________________________________________________
 PY0915  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY0915  DYNAMIC HT  -        2224.318 (meters)    7297.62  (feet)  COMP
 PY0915  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 PY0915
 PY0915  VERT ORDER  -  FIRST     CLASS II
 PY0915
 PY0915.The horizontal coordinates were scaled from a topographic map and have
 PY0915.an estimated accuracy of +/- 6 seconds.
 PY0915
 PY0915.The orthometric height was determined by differential leveling
 PY0915.and adjusted by the National Geodetic Survey in June 1991..
 PY0915.WARNING-Repeat measurements at this control monument indicate possible
 PY0915.vertical movement.
 PY0915
 PY0915.The geoid height was determined by GEOID03.
 PY0915
 PY0915.The dynamic height is computed by dividing the NAVD 88
 PY0915.geopotential number by the normal gravity value computed on the
 PY0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0915.degrees latitude (g = 980.6199 gals.).
 PY0915
 PY0915.The modeled gravity was interpolated from observed gravity values.
 PY0915
 PY0915;                    North         East    Units  Estimated Accuracy
 PY0915;SPC WY W     -   555,190.      748,460.      MT  (+/- 180 meters Scaled)
 PY0915
 PY0915                          SUPERSEDED SURVEY CONTROL
 PY0915
 PY0915  NGVD 29 (08/20/92) 2224.377  (m)         7297.81   (f) ADJUSTED    1 2
 PY0915
 PY0915.Superseded values are not recommended for survey control.
 PY0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0915.See file dsdata.txt to determine how the superseded data were derived.
 PY0915
 PY0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ212381(NAD 83)
 PY0915_MARKER: DB = BENCH MARK DISK
 PY0915_SETTING: 80 = SET IN A BOULDER
 PY0915_SP_SET: BOULDER
 PY0915_STAMPING: 13 RDS 1955 7297
 PY0915_MARK LOGO: USGS  
 PY0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0915+STABILITY: SURFACE MOTION
 PY0915
 PY0915  HISTORY     - Date     Condition        Report By
 PY0915  HISTORY     - 1955     MONUMENTED       USGS
 PY0915  HISTORY     - 1987     GOOD             NGS
 PY0915
 PY0915                          STATION DESCRIPTION
 PY0915
 PY0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0915'18.2 KM (11.30 MI) SE FROM MADISON JUNCTION.
 PY0915'10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD FROM MADISON
 PY0915'JUNCTION, THENCE 3.5 KM (2.15 MI) EASTERLY ALONG A SERVICE ROAD AND
 PY0915'MARY MOUNTAIN TRAIL TO A FOOT BRIDGE ACROSS NEZ PERCE CREEK, THENCE
 PY0915'4.6 KM (2.85 MI)EASTERLY ALONG MARY MOUNTAIN TRAIL, CEMENTED IN A
 PY0915'DRILL HOLE IN A POCKET NEAR THE EAST EDGE OF A 3 X 3 FOOT EXPOSED
 PY0915'AREA OF AN IMBEDDED BOULDER WHICH PROJECTS 2-1/2 FEET ON ITS SOUTH
 PY0915'EDGE, JUST EAST OF A CLUSTER OF FIVE SMALL PINE TREES, 49.7 M (163.1
 PY0915'FT) EAST OF A POINT WHERE THE TRAIL CROSSES MAGPIE CREEK, AND 12.2 M
 PY0915'(40.0 FT) NORTH OF THE TRAIL CENTER.
 PY0915'THE MARK IS 1.0 M ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0471 ***********************************************************************
 OU0471  DESIGNATION -  13 RGB
 OU0471  PID         -  OU0471
 OU0471  STATE/COUNTY-  WY/WESTON
 OU0471  USGS QUAD   -  DARLINGTON DRAW WEST (1982)
 OU0471
 OU0471                         *CURRENT SURVEY CONTROL
 OU0471  ___________________________________________________________________
 OU0471* NAD 83(1986)-  43 40 29.     (N)    104 58 55.     (W)     SCALED    
 OU0471* NAVD 88     -      1354.413  (meters)    4443.60   (feet)  POSTED    
 OU0471  ___________________________________________________________________
 OU0471  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 OU0471  DYNAMIC HT  -        1353.750 (meters)    4441.43  (feet)  COMP
 OU0471  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 OU0471
 OU0471  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0471
 OU0471.The horizontal coordinates were scaled from a topographic map and have
 OU0471.an estimated accuracy of +/- 6 seconds.
 OU0471
 OU0471.The orthometric height was determined by differential leveling
 OU0471.and adjusted by the National Geodetic Survey in 1992..
 OU0471.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0471.rate of 0.0 thru 1.0 mm/km.
 OU0471
 OU0471.The geoid height was determined by GEOID03.
 OU0471
 OU0471.The dynamic height is computed by dividing the NAVD 88
 OU0471.geopotential number by the normal gravity value computed on the
 OU0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0471.degrees latitude (g = 980.6199 gals.).
 OU0471
 OU0471.The modeled gravity was interpolated from observed gravity values.
 OU0471
 OU0471;                    North         East    Units  Estimated Accuracy
 OU0471;SPC WY E     -   352,630.      214,900.      MT  (+/- 180 meters Scaled)
 OU0471
 OU0471                          SUPERSEDED SURVEY CONTROL
 OU0471
 OU0471.No superseded survey control is available for this station.
 OU0471
 OU0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ014357(NAD 83)
 OU0471_MARKER: DB = BENCH MARK DISK
 OU0471_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0471_SP_SET: COPPER-CLAD STEEL ROD
 OU0471_STAMPING: 13 RGB 1971
 OU0471_MARK LOGO: USGS  
 OU0471_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0471+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0471
 OU0471  HISTORY     - Date     Condition        Report By
 OU0471  HISTORY     - 1971     MONUMENTED       USGS
 OU0471
 OU0471                          STATION DESCRIPTION
 OU0471
 OU0471'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0471'FROM CLARETON, WYOMING, PROCEED 13.7 MILES WEST ALONG STATE HIGHWAY
 OU0471'450, THENCE 4.2 MILES SOUTHWEST ALONG PINEY CANYON ROAD TO A TRAIL
 OU0471'NORTH, THENCE 2.5 MILES NORTH TO A EAST-WEST FENCE, 29 FEET EAST OF
 OU0471'THE CENTERLINE OF THE TRAIL AT FENCE, 2 FEET SOUTH OF THE FENCE, SET
 OU0471'IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0883 ***********************************************************************
 MR0883  DESIGNATION -  13 SC
 MR0883  PID         -  MR0883
 MR0883  STATE/COUNTY-  WY/LINCOLN
 MR0883  USGS QUAD   -  OPAL (1969)
 MR0883
 MR0883                         *CURRENT SURVEY CONTROL
 MR0883  ___________________________________________________________________
 MR0883* NAD 83(1986)-  41 50 17.     (N)    110 17 53.     (W)     SCALED    
 MR0883* NAVD 88     -      2044.575  (meters)    6707.91   (feet)  ADJUSTED  
 MR0883  ___________________________________________________________________
 MR0883  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MR0883  DYNAMIC HT  -        2042.820 (meters)    6702.15  (feet)  COMP
 MR0883  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 MR0883
 MR0883  VERT ORDER  -  THIRD
 MR0883
 MR0883.The horizontal coordinates were scaled from a topographic map and have
 MR0883.an estimated accuracy of +/- 6 seconds.
 MR0883
 MR0883.The orthometric height was determined by differential leveling
 MR0883.and adjusted by the National Geodetic Survey in December 1993..
 MR0883
 MR0883.The geoid height was determined by GEOID03.
 MR0883
 MR0883.The dynamic height is computed by dividing the NAVD 88
 MR0883.geopotential number by the normal gravity value computed on the
 MR0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0883.degrees latitude (g = 980.6199 gals.).
 MR0883
 MR0883.The modeled gravity was interpolated from observed gravity values.
 MR0883
 MR0883;                    North         East    Units  Estimated Accuracy
 MR0883;SPC WY W     -   248,610.      782,170.      MT  (+/- 180 meters Scaled)
 MR0883
 MR0883                          SUPERSEDED SURVEY CONTROL
 MR0883
 MR0883.No superseded survey control is available for this station.
 MR0883
 MR0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM582320(NAD 83)
 MR0883_MARKER: DB = BENCH MARK DISK
 MR0883_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0883_SP_SET: COPPER-CLAD STEEL ROD
 MR0883_STAMPING: 13 SC 1969
 MR0883_MARK LOGO: USGS  
 MR0883_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0883+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0883
 MR0883  HISTORY     - Date     Condition        Report By
 MR0883  HISTORY     - 1969     MONUMENTED       USGS
 MR0883
 MR0883                          STATION DESCRIPTION
 MR0883
 MR0883'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0883'FROM OPAL, WYOMING RAILROAD STATION, PROCEED 5.4 MILES NORTH ALONG
 MR0883'STATE ROAD 1208, 105 FEET WESTERLY AND PERPENDICULAR TO THE HIGHWAY
 MR0883'AND 25 FEET SOUTH OF AN INTERSECTION OF THE HIGHWAY AND A TRACK ROAD
 MR0883'WEST, ENCASED IN AN 8 INCH TILE AND NEAR A STEEL FENCE POST AND SIGN,
 MR0883'SET IN A COPPER-CLAD STEEL ROD DRIVE 5.0 FEET AND FLUSH WITH THE
 MR0883'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0503 ***********************************************************************
 OU0503  DESIGNATION -  13 SJS
 OU0503  PID         -  OU0503
 OU0503  STATE/COUNTY-  WY/CONVERSE
 OU0503  USGS QUAD   -  SPLIT HILL (1981)
 OU0503
 OU0503                         *CURRENT SURVEY CONTROL
 OU0503  ___________________________________________________________________
 OU0503* NAD 83(1986)-  43 10 23.     (N)    104 58 44.     (W)     SCALED    
 OU0503* NAVD 88     -      1402.882  (meters)    4602.62   (feet)  ADJUSTED  
 OU0503  ___________________________________________________________________
 OU0503  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 OU0503  DYNAMIC HT  -        1402.116 (meters)    4600.11  (feet)  COMP
 OU0503  MODELED GRAV-     980,025.4   (mgal)                       NAVD 88
 OU0503
 OU0503  VERT ORDER  -  THIRD
 OU0503
 OU0503.The horizontal coordinates were scaled from a topographic map and have
 OU0503.an estimated accuracy of +/- 6 seconds.
 OU0503
 OU0503.The orthometric height was determined by differential leveling
 OU0503.and adjusted by the National Geodetic Survey in December 1993..
 OU0503
 OU0503.The geoid height was determined by GEOID03.
 OU0503
 OU0503.The dynamic height is computed by dividing the NAVD 88
 OU0503.geopotential number by the normal gravity value computed on the
 OU0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0503.degrees latitude (g = 980.6199 gals.).
 OU0503
 OU0503.The modeled gravity was interpolated from observed gravity values.
 OU0503
 OU0503;                    North         East    Units  Estimated Accuracy
 OU0503;SPC WY E     -   296,900.      215,270.      MT  (+/- 180 meters Scaled)
 OU0503
 OU0503                          SUPERSEDED SURVEY CONTROL
 OU0503
 OU0503.No superseded survey control is available for this station.
 OU0503
 OU0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH017800(NAD 83)
 OU0503_MARKER: DB = BENCH MARK DISK
 OU0503_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0503+WITH SETTING: INFORMATION.
 OU0503_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0503_STAMPING: 13 SJS 1970
 OU0503_MARK LOGO: USGS  
 OU0503_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0503
 OU0503  HISTORY     - Date     Condition        Report By
 OU0503  HISTORY     - 1970     MONUMENTED       USGS
 OU0503
 OU0503                          STATION DESCRIPTION
 OU0503
 OU0503'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0503'FROM THE KETELSEN RANCH HEADQUARTERS, PROCEED 1.9 MILE (3.1 KM) SOUTH
 OU0503'ALONG THE ROAD TO DOUGLAS, WY, APPROXIMATELY 500 FEET (152.4 M) SOUTH
 OU0503'OF THE NORTHWEST CORNER OF S.24, T.37 N., R.68 W., 70 FEET (21.3 M)
 OU0503'SOUTH ALONG THE ROAD AND 39 FEET (11.9 M) WEST FROM A ROAD JUNCTION
 OU0503'LEADING WEST, AT A SHARP BEND IN THE ROAD, 2.5 FEET (0.8 M) HIGHER
 OU0503'THAN THE ROAD JUNCTION, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND
 OU0503'SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0356 ***********************************************************************
 NS0356  DESIGNATION -  13 TET
 NS0356  PID         -  NS0356
 NS0356  STATE/COUNTY-  WY/SWEETWATER
 NS0356  USGS QUAD   -  TWELVEMILE SINK (1980)
 NS0356
 NS0356                         *CURRENT SURVEY CONTROL
 NS0356  ___________________________________________________________________
 NS0356* NAD 83(1986)-  42 04 51.     (N)    109 51 03.     (W)     SCALED    
 NS0356* NAVD 88     -      1992.184  (meters)    6536.02   (feet)  ADJUSTED  
 NS0356  ___________________________________________________________________
 NS0356  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NS0356  DYNAMIC HT  -        1990.545 (meters)    6530.65  (feet)  COMP
 NS0356  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 NS0356
 NS0356  VERT ORDER  -  THIRD
 NS0356
 NS0356.The horizontal coordinates were scaled from a topographic map and have
 NS0356.an estimated accuracy of +/- 6 seconds.
 NS0356
 NS0356.The orthometric height was determined by differential leveling
 NS0356.and adjusted by the National Geodetic Survey in December 1993..
 NS0356
 NS0356.The geoid height was determined by GEOID03.
 NS0356
 NS0356.The dynamic height is computed by dividing the NAVD 88
 NS0356.geopotential number by the normal gravity value computed on the
 NS0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0356.degrees latitude (g = 980.6199 gals.).
 NS0356
 NS0356.The modeled gravity was interpolated from observed gravity values.
 NS0356
 NS0356;                    North         East    Units  Estimated Accuracy
 NS0356;SPC WYWC     -   176,140.      508,920.      MT  (+/- 180 meters Scaled)
 NS0356
 NS0356                          SUPERSEDED SURVEY CONTROL
 NS0356
 NS0356.No superseded survey control is available for this station.
 NS0356
 NS0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM950593(NAD 83)
 NS0356_MARKER: DB = BENCH MARK DISK
 NS0356_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0356_SP_SET: COPPER-CLAD STEEL ROD
 NS0356_STAMPING: 13 TET 1968
 NS0356_MARK LOGO: USGS  
 NS0356_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0356+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0356
 NS0356  HISTORY     - Date     Condition        Report By
 NS0356  HISTORY     - 1968     MONUMENTED       USGS
 NS0356
 NS0356                          STATION DESCRIPTION
 NS0356
 NS0356'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0356'FROM A ROAD JUNCTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NS0356'3.7 MILES EAST AND NORTH ALONG A COUNTY ROAD CROSSING GREEN RIVER,
 NS0356'THENCE 11.9 MILES GENERALLY NORTHEAST ALONG LINCOLN-SWEETWATER ROAD
 NS0356'(BLM ROAD NUMBER 4242) NEAR THE SOUTHEAST 1/4 CORNER OF SECTION
 NS0356'2/TOWNSHIP 24 NORTH/RANGE 110 WEST, 0.3 MILES WEST OF EIGHTEEN-MILE
 NS0356'DRAW AND WELL, 120 FEET EAST OF A TRAIL CROSSING AND 37 FEET NORTH
 NS0356'AND ABOUT 2 FEET HIGHER THAN THE ROAD, 1 FOOT EAST OF A WITNESS POST,
 NS0356'SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0418 ***********************************************************************
 MO0418  DESIGNATION -  13 WEW
 MO0418  PID         -  MO0418
 MO0418  STATE/COUNTY-  WY/ALBANY
 MO0418  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0418
 MO0418                         *CURRENT SURVEY CONTROL
 MO0418  ___________________________________________________________________
 MO0418* NAD 83(1986)-  41 43 16.     (N)    105 17 37.     (W)     SCALED    
 MO0418* NAVD 88     -      1935.915  (meters)    6351.41   (feet)  ADJUSTED  
 MO0418  ___________________________________________________________________
 MO0418  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 MO0418  DYNAMIC HT  -        1934.424 (meters)    6346.52  (feet)  COMP
 MO0418  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 MO0418
 MO0418  VERT ORDER  -  SECOND    CLASS 0
 MO0418
 MO0418.The horizontal coordinates were scaled from a topographic map and have
 MO0418.an estimated accuracy of +/- 6 seconds.
 MO0418
 MO0418.The orthometric height was determined by differential leveling
 MO0418.and adjusted by the National Geodetic Survey in June 1991..
 MO0418
 MO0418.The geoid height was determined by GEOID03.
 MO0418
 MO0418.The dynamic height is computed by dividing the NAVD 88
 MO0418.geopotential number by the normal gravity value computed on the
 MO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0418.degrees latitude (g = 980.6199 gals.).
 MO0418
 MO0418.The modeled gravity was interpolated from observed gravity values.
 MO0418
 MO0418;                    North         East    Units  Estimated Accuracy
 MO0418;SPC WY E     -   135,610.      189,440.      MT  (+/- 180 meters Scaled)
 MO0418
 MO0418                          SUPERSEDED SURVEY CONTROL
 MO0418
 MO0418  NGVD 29 (??/??/92) 1934.986  (m)         6348.37   (f) ADJ UNCH    2 0
 MO0418
 MO0418.Superseded values are not recommended for survey control.
 MO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0418.See file dsdata.txt to determine how the superseded data were derived.
 MO0418
 MO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG755188(NAD 83)
 MO0418_MARKER: DD = SURVEY DISK
 MO0418_SETTING: 66 = SET IN ROCK OUTCROP
 MO0418_SP_SET: OUTCROP
 MO0418_STAMPING: 13 WEW 1953 6348
 MO0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0418+STABILITY: POSITION/ELEVATION WELL
 MO0418
 MO0418  HISTORY     - Date     Condition        Report By
 MO0418  HISTORY     - 1953     MONUMENTED       USGS
 MO0418  HISTORY     - 1966     GOOD             NGS
 MO0418
 MO0418                          STATION DESCRIPTION
 MO0418
 MO0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0418'38 MI SW FROM WHEATLAND.
 MO0418'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0418'WHEATLAND, THENCE 24.05 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0418'THENCE 4.85 MILES SOUTH ALONG OLD WHEATLAND ROAD, THENCE 2.45
 MO0418'MILES EAST AND SOUTHEAST ALONG A DIRT ROAD, AT A RANCHHOUSE,
 MO0418'IN THE TOP OF AN OUTCROP PROJECTING ABOUT 1 FOOT, 32 FEET
 MO0418'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 43.5 FEET SOUTHWEST
 MO0418'OF THE SOUTH CORNER OF THE GARAGE BUILDING, 25 FEET SOUTH OF A
 MO0418'POWER POLE, 6.4 FEET SOUTHEAST OF A FENCE, 10.2 FEET EAST OF A
 MO0418'WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD, ABOUT 15
 MO0418'FEET SOUTHWEST OF AN IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1273 ***********************************************************************
 MO1273  DESIGNATION -  135
 MO1273  PID         -  MO1273
 MO1273  STATE/COUNTY-  WY/ALBANY
 MO1273  USGS QUAD   -  CALDWELL LAKE (1978)
 MO1273
 MO1273                         *CURRENT SURVEY CONTROL
 MO1273  ___________________________________________________________________
 MO1273* NAD 83(1993)-  41 08 48.07553(N)    105 46 02.64649(W)     ADJUSTED  
 MO1273* NAVD 88     -      2218.47   (+/-2cm)    7278.4    (feet)  VERTCON   
 MO1273  ___________________________________________________________________
 MO1273  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 MO1273  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 MO1273
 MO1273  HORZ ORDER  -  SECOND
 MO1273  VERT ORDER  -  THIRD ? (See Below)
 MO1273
 MO1273.The horizontal coordinates were established by classical geodetic methods
 MO1273.and adjusted by the National Geodetic Survey in January 1997..
 MO1273
 MO1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1273.The vertical order pertains to the NGVD 29 superseded value.
 MO1273
 MO1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1273
 MO1273.The geoid height was determined by GEOID03.
 MO1273
 MO1273;                    North         East     Units Scale Factor Converg.
 MO1273;SPC WY E     -    71,984.447   149,572.285   MT  0.99996879   -0 23 43.0
 MO1273;UTM  13      - 4,555,324.760   435,603.369   MT  0.99965104   -0 30 17.9
 MO1273
 MO1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1273!SPC WY E     -   0.99965390  x   0.99996879  =   0.99962270
 MO1273!UTM  13      -   0.99965390  x   0.99965104  =   0.99930506
 MO1273
 MO1273:                Primary Azimuth Mark                     Grid Az
 MO1273:SPC WY E     -  111                                      028 30 17.9
 MO1273:UTM  13      -  111                                      028 36 52.8
 MO1273
 MO1273|---------------------------------------------------------------------|
 MO1273| PID    Reference Object                     Distance      Geod. Az  |
 MO1273|                                                           dddmmss.s |
 MO1273| MO1272 111                                 APPROX. 8.7 KM 0280634.9 |
 MO1273| CP9416 135 RM 1                              8.308 METERS 16127     |
 MO1273| CP9417 135 RM 2                             10.228 METERS 32058     |
 MO1273|---------------------------------------------------------------------|
 MO1273
 MO1273                          SUPERSEDED SURVEY CONTROL
 MO1273
 MO1273  NAD 83(1986)-  41 08 48.06543(N)    105 46 02.64790(W) AD(       ) 2
 MO1273  NAD 27      -  41 08 48.14500(N)    105 46 00.65700(W) AD(       ) 2
 MO1273  NGVD 29 (07/19/86) 2217.38   (m)         7274.9    (f) LEVELING    3  
 MO1273
 MO1273.Superseded values are not recommended for survey control.
 MO1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1273.See file dsdata.txt to determine how the superseded data were derived.
 MO1273
 MO1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF3560355325(NAD 83)
 MO1273_MARKER: DD = SURVEY DISK
 MO1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1273
 MO1273  HISTORY     - Date     Condition        Report By
 MO1273  HISTORY     - 1948     MONUMENTED       WYGS
 MO1273
 MO1273                          STATION DESCRIPTION
 MO1273
 MO1273'DESCRIBED BY WYOMING GEODETIC SURVEY 1948 (DHK)
 MO1273'STATION LOCATED IN T. 14 N., R. 75 W., 38 FEET NORTHWEST
 MO1273'OF CORNER STONE OF SECS. 25, 26, 35, 36, ABOUT 17 MILES AIRLINE
 MO1273'SOUTHWEST OF LARAMIE, ON SMALL KNOLL ABOUT 0.1 MILE SOUTHEAST OF
 MO1273'RANCH BUILDINGS, 44 FEET WEST OF CENTER LINE OF ROAD, 27 FEET
 MO1273'NORTH OF EAST-WEST FENCE, 7 FEET WEST OF NORTH-SOUTH FENCE, 6
 MO1273'FEET SOUTHWEST OF WHITE WITNESS POST.  STATION MARK IS A U.S.
 MO1273'COAST AND GEODETIC SURVEY AND STATE SURVEY BRONZE DISK SET IN
 MO1273'A 6 INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES, AND STAMPED,
 MO1273'135.
 MO1273'
 MO1273'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 MO1273'1 FOOT NORTH OF EAST-WEST FENCE, PROJECTS 4 INCHES, AND STAMPED,
 MO1273'135 NO 1 1948.
 MO1273'
 MO1273'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION, 1
 MO1273'FOOT SOUTH OF EAST-WEST FENCE, PROJECTS 4 INCHES, AND STAMPED,
 MO1273'135 NO 2 1948.
 MO1273'
 MO1273'AZIMUTH MARK IS LOCATED 10 PACES EAST OF CENTER LINE OF ROAD
 MO1273'LEADING TO STATION, 4 FEET SOUTHWEST OF A T FENCE INTERSECTION,
 MO1273'3 FEET WEST OF A NORTH-SOUTH FENCE, 1 FOOT EAST OF A WHITE
 MO1273'WITNESS POST.  MARK IS A U.S. COAST AND GEODETIC SURVEY AND
 MO1273'STATE SURVEY BRONZE DISK SET IN A 6 INCH SQUARE CONCRETE POST,
 MO1273'PROJECTS 6 INCHES, AND STAMPED, 134.
 MO1273'
 MO1273'TO REACH FROM JUNCTION OF STATE HIGHWAYS 130 AND 230, ABOUT 2 MILES
 MO1273'WEST OF LARAMIE, GO WESTERLY ON STATE HIGHWAY 230 FOR 10.0 MILES TO
 MO1273'TOP OF SMALL HILL AND SIDE ROAD LEFT.  TURN LEFT, SOUTH, AND
 MO1273'FOLLOW GRADED ROAD FOR 1.2 MILES TO CROSSROAD.  CONTINUE STRAIGHT
 MO1273'AHEAD ACROSS CATTLE GUARD AND GO 2.05 MILES TO AZIMUTH MARK
 MO1273'ON LEFT AS DESCRIBED ABOVE.  CONTINUE SOUTH ON MAIN ROAD FOR
 MO1273'1.45 MILE TO A CATTLE GUARD AND STATION ON RIGHT AS DESCRIBED
 MO1273'ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0322 ***********************************************************************
 PX0322  DESIGNATION -  1357.6
 PX0322  PID         -  PX0322
 PX0322  STATE/COUNTY-  WY/BIG HORN
 PX0322  USGS QUAD   -  EMBLEM (1967)
 PX0322
 PX0322                         *CURRENT SURVEY CONTROL
 PX0322  ___________________________________________________________________
 PX0322* NAD 83(1993)-  44 31 11.76481(N)    108 23 30.23611(W)     ADJUSTED  
 PX0322* NAVD 88     -      1359.     (meters)    4459.     (feet)  SCALED    
 PX0322  ___________________________________________________________________
 PX0322  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 PX0322  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 PX0322
 PX0322  HORZ ORDER  -  SECOND
 PX0322
 PX0322.The horizontal coordinates were established by classical geodetic methods
 PX0322.and adjusted by the National Geodetic Survey in January 1997..
 PX0322
 PX0322.The orthometric height was scaled from a topographic map.
 PX0322
 PX0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0322
 PX0322.The geoid height was determined by GEOID03.
 PX0322
 PX0322;                    North         East     Units Scale Factor Converg.
 PX0322;SPC WYEC     -   547,064.386   315,859.855   MT  1.00002453   -0 44 31.7
 PX0322;SPC WYWC     -   446,581.892   628,481.390   MT  0.99994747   +0 15 04.3
 PX0322;UTM  12      - 4,932,932.723   707,282.054   MT  1.00012841   +1 49 46.0
 PX0322
 PX0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0322!SPC WYEC     -   0.99978906  x   1.00002453  =   0.99981359
 PX0322!SPC WYWC     -   0.99978906  x   0.99994747  =   0.99973654
 PX0322!UTM  12      -   0.99978906  x   1.00012841  =   0.99991745
 PX0322
 PX0322                          SUPERSEDED SURVEY CONTROL
 PX0322
 PX0322  NAD 83(1986)-  44 31 11.75686(N)    108 23 30.22704(W) AD(       ) 2
 PX0322  NAD 27      -  44 31 11.92000(N)    108 23 27.82000(W) AD(       ) 2
 PX0322
 PX0322.Superseded values are not recommended for survey control.
 PX0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0322.See file dsdata.txt to determine how the superseded data were derived.
 PX0322
 PX0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0728232933(NAD 83)
 PX0322_MARKER: Z = SEE DESCRIPTION
 PX0322_SETTING: 0 = UNSPECIFIED SETTING
 PX0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0322
 PX0322  HISTORY     - Date     Condition        Report By
 PX0322  HISTORY     - 1931     MONUMENTED       USGS
 PX0322
 PX0322                          STATION DESCRIPTION
 PX0322
 PX0322'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 PX0322'TO REACH FROM GREYBULL,
 PX0322'GO 17 MILES WEST ON U.S. HIGHWAY 20 TO SCHOOLHOUSE ON NORTH
 PX0322'SIDE OF ROAD, THENCE NORTH 1 MILE TO GLO STATION 15 A.
 PX0322'
 PX0322'B.M. (U.S.G.S.) IS 50.42 METERS (165.43 FEET) FROM STATION
 PX0322'S09 DEG 00 MIN E.  ELEVATION--1.357.6 METERS (4,454 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0287 ***********************************************************************
 NQ0287  DESIGNATION -  135.95
 NQ0287  PID         -  NQ0287
 NQ0287  STATE/COUNTY-  WY/CONVERSE
 NQ0287  USGS QUAD   -  ORIN (1949)
 NQ0287
 NQ0287                         *CURRENT SURVEY CONTROL
 NQ0287  ___________________________________________________________________
 NQ0287* NAD 83(1986)-  42 38 57.     (N)    105 13 09.     (W)     SCALED    
 NQ0287* NAVD 88     -      1439.298  (meters)    4722.10   (feet)  ADJUSTED  
 NQ0287  ___________________________________________________________________
 NQ0287  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NQ0287  DYNAMIC HT  -        1438.404 (meters)    4719.16  (feet)  COMP
 NQ0287  MODELED GRAV-     979,949.6   (mgal)                       NAVD 88
 NQ0287
 NQ0287  VERT ORDER  -  FIRST     CLASS II
 NQ0287
 NQ0287.The horizontal coordinates were scaled from a topographic map and have
 NQ0287.an estimated accuracy of +/- 6 seconds.
 NQ0287
 NQ0287.The orthometric height was determined by differential leveling
 NQ0287.and adjusted by the National Geodetic Survey in June 1991..
 NQ0287
 NQ0287.The geoid height was determined by GEOID03.
 NQ0287
 NQ0287.The dynamic height is computed by dividing the NAVD 88
 NQ0287.geopotential number by the normal gravity value computed on the
 NQ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0287.degrees latitude (g = 980.6199 gals.).
 NQ0287
 NQ0287.The modeled gravity was interpolated from observed gravity values.
 NQ0287
 NQ0287;                    North         East    Units  Estimated Accuracy
 NQ0287;SPC WY E     -   238,680.      195,700.      MT  (+/- 180 meters Scaled)
 NQ0287
 NQ0287                          SUPERSEDED SURVEY CONTROL
 NQ0287
 NQ0287  NGVD 29 (??/??/92) 1438.46   (m)         4719.3    (f) COMPUTED    1 2
 NQ0287
 NQ0287.Superseded values are not recommended for survey control.
 NQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0287.See file dsdata.txt to determine how the superseded data were derived.
 NQ0287
 NQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH820218(NAD 83)
 NQ0287_MARKER: DD = SURVEY DISK
 NQ0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0287_SP_SET: BRIDGE ABUTMENT
 NQ0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0287
 NQ0287  HISTORY     - Date     Condition        Report By
 NQ0287  HISTORY     - UNK      MONUMENTED       CBQRR
 NQ0287  HISTORY     - 1934     GOOD             NGS
 NQ0287
 NQ0287                          STATION DESCRIPTION
 NQ0287
 NQ0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NQ0287'1.5 MI W FROM ORIN.
 NQ0287'ABOUT 1.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0287'RAILROAD FROM THE STATION AT ORIN, CONVERSE COUNTY, ABOUT 265
 NQ0287'FEET EAST OF MILEPOST 136, AT BRIDGE 135.95, ON THE TOP OF THE EAST
 NQ0287'CONCRETE ABUTMENT WALL, 0.7 FOOT SOUTH OF THE NORTH EDGE, AND 7.4
 NQ0287'FEET NORTH OF THE NORTH RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0814 ***********************************************************************
 PY0814  DESIGNATION -  14 4
 PY0814  PID         -  PY0814
 PY0814  STATE/COUNTY-  WY/TETON
 PY0814  USGS QUAD   -  LEWIS FALLS (1986)
 PY0814
 PY0814                         *CURRENT SURVEY CONTROL
 PY0814  ___________________________________________________________________
 PY0814* NAD 83(1986)-  44 16 02.     (N)    110 38 06.     (W)     SCALED    
 PY0814* NAVD 88     -      2355.252  (meters)    7727.19   (feet)  ADJUSTED  
 PY0814  ___________________________________________________________________
 PY0814  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0814  DYNAMIC HT  -        2353.669 (meters)    7722.00  (feet)  COMP
 PY0814  MODELED GRAV-     979,860.9   (mgal)                       NAVD 88
 PY0814
 PY0814  VERT ORDER  -  FIRST     CLASS II
 PY0814
 PY0814.The horizontal coordinates were scaled from a topographic map and have
 PY0814.an estimated accuracy of +/- 6 seconds.
 PY0814
 PY0814.The orthometric height was determined by differential leveling
 PY0814.and adjusted by the National Geodetic Survey in June 1991..
 PY0814
 PY0814.The geoid height was determined by GEOID03.
 PY0814
 PY0814.The dynamic height is computed by dividing the NAVD 88
 PY0814.geopotential number by the normal gravity value computed on the
 PY0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0814.degrees latitude (g = 980.6199 gals.).
 PY0814
 PY0814.The modeled gravity was interpolated from observed gravity values.
 PY0814
 PY0814;                    North         East    Units  Estimated Accuracy
 PY0814;SPC WY W     -   518,590.      755,960.      MT  (+/- 180 meters Scaled)
 PY0814
 PY0814                          SUPERSEDED SURVEY CONTROL
 PY0814
 PY0814  NGVD 29 (08/20/92) 2353.889  (m)         7722.72   (f) ADJUSTED    1 2
 PY0814
 PY0814.Superseded values are not recommended for survey control.
 PY0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0814.See file dsdata.txt to determine how the superseded data were derived.
 PY0814
 PY0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ291016(NAD 83)
 PY0814_MARKER: DB = BENCH MARK DISK
 PY0814_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0814+WITH SETTING: PAVEMENT
 PY0814_SP_SET: BRIDGE WALKWAY
 PY0814_STAMPING: 14-4 1986
 PY0814_MARK LOGO: FHWA  
 PY0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0814+STABILITY: SURFACE MOTION
 PY0814
 PY0814  HISTORY     - Date     Condition        Report By
 PY0814  HISTORY     - 1986     MONUMENTED       FHWA
 PY0814  HISTORY     - 1987     GOOD             NGS
 PY0814
 PY0814                          STATION DESCRIPTION
 PY0814
 PY0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0814'17.5 KM (10.85 MI) SOUTH FROM GRANT VILLAGE.
 PY0814'17.5 KM (10.85 MI) SOUTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM
 PY0814'THE JUNCTION OF GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, IN TOP
 PY0814'OF THE EXTREAM SOUTH END OF THE EAST WALKWAY OF A HIGHWAY BRIDGE
 PY0814'SPANNING LEWIS RIVER, AT LEWIS FALLS, AND 5.4 M (17.7 FT) EAST OF THE
 PY0814'CENTERLINE OF THE HIGHWAY.
 PY0814'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0485 ***********************************************************************
 OV0485  DESIGNATION -  14 CFD
 OV0485  PID         -  OV0485
 OV0485  STATE/COUNTY-  WY/NATRONA
 OV0485  USGS QUAD   -  TTT RANCH (1981)
 OV0485
 OV0485                         *CURRENT SURVEY CONTROL
 OV0485  ___________________________________________________________________
 OV0485* NAD 83(1986)-  43 34 16.     (N)    106 41 21.     (W)     SCALED    
 OV0485* NAVD 88     -      1503.288  (meters)    4932.04   (feet)  POSTED    
 OV0485  ___________________________________________________________________
 OV0485  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 OV0485  DYNAMIC HT  -        1502.500 (meters)    4929.45  (feet)  COMP
 OV0485  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 OV0485
 OV0485  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0485
 OV0485.The horizontal coordinates were scaled from a topographic map and have
 OV0485.an estimated accuracy of +/- 6 seconds.
 OV0485
 OV0485.The orthometric height was determined by differential leveling
 OV0485.and adjusted by the National Geodetic Survey in 1992..
 OV0485.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0485.rate of 0.0 thru 1.0 mm/km.
 OV0485
 OV0485.The geoid height was determined by GEOID03.
 OV0485
 OV0485.The dynamic height is computed by dividing the NAVD 88
 OV0485.geopotential number by the normal gravity value computed on the
 OV0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0485.degrees latitude (g = 980.6199 gals.).
 OV0485
 OV0485.The modeled gravity was interpolated from observed gravity values.
 OV0485
 OV0485;                    North         East    Units  Estimated Accuracy
 OV0485;SPC WYEC     -   441,300.      452,030.      MT  (+/- 180 meters Scaled)
 OV0485
 OV0485                          SUPERSEDED SURVEY CONTROL
 OV0485
 OV0485  NGVD 29 (??/??/92) 1502.47   (m)         4929.4    (f) COMPUTED    3 0
 OV0485
 OV0485.Superseded values are not recommended for survey control.
 OV0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0485.See file dsdata.txt to determine how the superseded data were derived.
 OV0485
 OV0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ636256(NAD 83)
 OV0485_MARKER: DB = BENCH MARK DISK
 OV0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0485_SP_SET: SQUARE CONCRETE MONUMENT
 OV0485_STAMPING: 14 CFD 1958
 OV0485_MARK LOGO: USGS  
 OV0485_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0485+STABILITY: SURFACE MOTION
 OV0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0485+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1968
 OV0485
 OV0485  HISTORY     - Date     Condition        Report By
 OV0485  HISTORY     - 1958     MONUMENTED       USGS
 OV0485  HISTORY     - 19680620 GOOD             USGS
 OV0485
 OV0485                          STATION DESCRIPTION
 OV0485
 OV0485'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0485'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTH ALONG OLD U.S. HIGHWAY
 OV0485'87 AND INTERSTATE 25, THENCE 8.0 MILES SOUTHWEST ALONG TTT RANCH ROAD
 OV0485'(LONE BEAR ROAD), 33 FEET SOUTH AND 36 FEET EAST OF THE WEST
 OV0485'T-JUNCTION OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0696 ***********************************************************************
 NQ0696  DESIGNATION -  14 DHW
 NQ0696  PID         -  NQ0696
 NQ0696  STATE/COUNTY-  WY/NIOBRARA
 NQ0696  USGS QUAD   -  SHERRILL HILLS (1978)
 NQ0696
 NQ0696                         *CURRENT SURVEY CONTROL
 NQ0696  ___________________________________________________________________
 NQ0696* NAD 83(1986)-  42 57 36.     (N)    104 04 45.     (W)     SCALED    
 NQ0696* NAVD 88     -      1235.524  (meters)    4053.55   (feet)  ADJUSTED  
 NQ0696  ___________________________________________________________________
 NQ0696  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 NQ0696  DYNAMIC HT  -        1234.885 (meters)    4051.45  (feet)  COMP
 NQ0696  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 NQ0696
 NQ0696  VERT ORDER  -  THIRD
 NQ0696
 NQ0696.The horizontal coordinates were scaled from a topographic map and have
 NQ0696.an estimated accuracy of +/- 6 seconds.
 NQ0696
 NQ0696.The orthometric height was determined by differential leveling
 NQ0696.and adjusted by the National Geodetic Survey in June 1991..
 NQ0696
 NQ0696.The geoid height was determined by GEOID03.
 NQ0696
 NQ0696.The dynamic height is computed by dividing the NAVD 88
 NQ0696.geopotential number by the normal gravity value computed on the
 NQ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0696.degrees latitude (g = 980.6199 gals.).
 NQ0696
 NQ0696.The modeled gravity was interpolated from observed gravity values.
 NQ0696
 NQ0696;                    North         East    Units  Estimated Accuracy
 NQ0696;SPC WY E     -   273,780.      288,730.      MT  (+/- 180 meters Scaled)
 NQ0696
 NQ0696                          SUPERSEDED SURVEY CONTROL
 NQ0696
 NQ0696.No superseded survey control is available for this station.
 NQ0696
 NQ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH751567(NAD 83)
 NQ0696_MARKER: DB = BENCH MARK DISK
 NQ0696_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0696_SP_SET: COPPER-CLAD STEEL ROD
 NQ0696_STAMPING: 14 DHW 1974
 NQ0696_MARK LOGO: USGS  
 NQ0696_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0696+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0696
 NQ0696  HISTORY     - Date     Condition        Report By
 NQ0696  HISTORY     - 1974     MONUMENTED       USGS
 NQ0696
 NQ0696                          STATION DESCRIPTION
 NQ0696
 NQ0696'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0696'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 26.2 MILES
 NQ0696'ALONG GRADED ROAD AND TRACK ROAD TO A CATTLEGUARD, 8.0 MILES WEST OF
 NQ0696'WALLACES RANCH HOUSE, IN NORTH PORTION OF SECTION 4/TOWNSHIP 34
 NQ0696'NORTH/RANGE 60 WEST, 74 FEET WEST OF THE CENTER OF THE CATTLEGUARD, 3
 NQ0696'FEET SOUTH OF A FENCE, SET IN A COPPER-CLAD STEEL ROD DRIVEN 13.5
 NQ0696'FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0604 ***********************************************************************
 PV0604  DESIGNATION -  14 GRS
 PV0604  PID         -  PV0604
 PV0604  STATE/COUNTY-  WY/CAMPBELL
 PV0604  USGS QUAD   -  HOMESTEAD DRAW SW (1971)
 PV0604
 PV0604                         *CURRENT SURVEY CONTROL
 PV0604  ___________________________________________________________________
 PV0604* NAD 83(1986)-  44 45 05.     (N)    105 41 48.     (W)     SCALED    
 PV0604* NAVD 88     -      1269.710  (meters)    4165.71   (feet)  POSTED    
 PV0604  ___________________________________________________________________
 PV0604  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 PV0604  DYNAMIC HT  -        1269.280 (meters)    4164.30  (feet)  COMP
 PV0604  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 PV0604
 PV0604  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0604
 PV0604.The horizontal coordinates were scaled from a topographic map and have
 PV0604.an estimated accuracy of +/- 6 seconds.
 PV0604
 PV0604.The orthometric height was determined by differential leveling
 PV0604.and adjusted by the National Geodetic Survey in 1992..
 PV0604.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0604.rate of 0.0 thru 1.0 mm/km.
 PV0604
 PV0604.The geoid height was determined by GEOID03.
 PV0604
 PV0604.The dynamic height is computed by dividing the NAVD 88
 PV0604.geopotential number by the normal gravity value computed on the
 PV0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0604.degrees latitude (g = 980.6199 gals.).
 PV0604
 PV0604.The modeled gravity was interpolated from observed gravity values.
 PV0604
 PV0604;                    North         East    Units  Estimated Accuracy
 PV0604;SPC WY E     -   472,380.      158,030.      MT  (+/- 180 meters Scaled)
 PV0604
 PV0604                          SUPERSEDED SURVEY CONTROL
 PV0604
 PV0604.No superseded survey control is available for this station.
 PV0604
 PV0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK448555(NAD 83)
 PV0604_MARKER: DB = BENCH MARK DISK
 PV0604_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0604_SP_SET: COPPER-CLAD STEEL ROD
 PV0604_STAMPING: 14 GRS 1971
 PV0604_MARK LOGO: USGS  
 PV0604_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0604+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0604
 PV0604  HISTORY     - Date     Condition        Report By
 PV0604  HISTORY     - 1971     MONUMENTED       USGS
 PV0604
 PV0604                          STATION DESCRIPTION
 PV0604
 PV0604'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0604'FROM THE RECLUSE, WYOMING POST OFFICE, PROCEED 1.0 MILES NORTHEAST
 PV0604'ALONG BAY HORSE ROAD, 47 FEET NORTH AND 37 FEET WEST OF AND LEVEL
 PV0604'WITH A T-JUNCTION, 3 FEET WEST OF A Y-FENCE CORNER, 2 FEET SOUTHWEST
 PV0604'OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A WITNESS POST, SET IN A
 PV0604'COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0072 ***********************************************************************
 NR0072  DESIGNATION -  14 HA
 NR0072  PID         -  NR0072
 NR0072  STATE/COUNTY-  WY/CARBON
 NR0072  USGS QUAD   -  T B RANCH (1961)
 NR0072
 NR0072                         *CURRENT SURVEY CONTROL
 NR0072  ___________________________________________________________________
 NR0072* NAD 83(1986)-  42 06 25.     (N)    106 10 45.     (W)     SCALED    
 NR0072* NAVD 88     -      2095.423  (meters)    6874.73   (feet)  ADJUSTED  
 NR0072  ___________________________________________________________________
 NR0072  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NR0072  DYNAMIC HT  -        2093.703 (meters)    6869.09  (feet)  COMP
 NR0072  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 NR0072
 NR0072  VERT ORDER  -  SECOND    CLASS 0
 NR0072
 NR0072.The horizontal coordinates were scaled from a topographic map and have
 NR0072.an estimated accuracy of +/- 6 seconds.
 NR0072
 NR0072.The orthometric height was determined by differential leveling
 NR0072.and adjusted by the National Geodetic Survey in June 1991..
 NR0072
 NR0072.The geoid height was determined by GEOID03.
 NR0072
 NR0072.The dynamic height is computed by dividing the NAVD 88
 NR0072.geopotential number by the normal gravity value computed on the
 NR0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0072.degrees latitude (g = 980.6199 gals.).
 NR0072
 NR0072.The modeled gravity was interpolated from observed gravity values.
 NR0072
 NR0072;                    North         East    Units  Estimated Accuracy
 NR0072;SPC WYEC     -   279,100.      495,460.      MT  (+/- 180 meters Scaled)
 NR0072
 NR0072                          SUPERSEDED SURVEY CONTROL
 NR0072
 NR0072  NGVD 29 (??/??/92) 2094.313  (m)         6871.09   (f) ADJ UNCH    2 0
 NR0072
 NR0072.Superseded values are not recommended for survey control.
 NR0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0072.See file dsdata.txt to determine how the superseded data were derived.
 NR0072
 NR0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG025623(NAD 83)
 NR0072_MARKER: DD = SURVEY DISK
 NR0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0072_STAMPING: 14 HA 1948
 NR0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0072+STABILITY: SURFACE MOTION
 NR0072
 NR0072  HISTORY     - Date     Condition        Report By
 NR0072  HISTORY     - 1948     MONUMENTED       USGS
 NR0072  HISTORY     - 1959     GOOD             NGS
 NR0072
 NR0072                          STATION DESCRIPTION
 NR0072
 NR0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0072'16.3 MI N FROM MEDICINE BOW.
 NR0072'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0072'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0072'A PAVED ROAD, THENCE ABOUT 1.75 MILES NORTH ALONG A DIRT ROAD, 60 FEET
 NR0072'WEST OF THE CENTER LINE OF THE ROAD, IN SECTION 27, R 78 W, T 25 N,
 NR0072'145 FEET NORTH OF THE CENTER LINE OF A DIM TRAIL LEADING WEST, ABOUT
 NR0072'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 NR0072'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0166 ***********************************************************************
 OV0166  DESIGNATION -  14 JR
 OV0166  PID         -  OV0166
 OV0166  STATE/COUNTY-  WY/FREMONT
 OV0166  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0166
 OV0166                         *CURRENT SURVEY CONTROL
 OV0166  ___________________________________________________________________
 OV0166* NAD 83(1986)-  43 26 20.     (N)    107 35 31.     (W)     SCALED    
 OV0166* NAVD 88     -      1907.267  (meters)    6257.43   (feet)  ADJUSTED  
 OV0166  ___________________________________________________________________
 OV0166  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 OV0166  DYNAMIC HT  -        1906.082 (meters)    6253.54  (feet)  COMP
 OV0166  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 OV0166
 OV0166  VERT ORDER  -  SECOND    CLASS 0
 OV0166
 OV0166.The horizontal coordinates were scaled from a topographic map and have
 OV0166.an estimated accuracy of +/- 6 seconds.
 OV0166
 OV0166.The orthometric height was determined by differential leveling
 OV0166.and adjusted by the National Geodetic Survey in June 1991..
 OV0166
 OV0166.The geoid height was determined by GEOID03.
 OV0166
 OV0166.The dynamic height is computed by dividing the NAVD 88
 OV0166.geopotential number by the normal gravity value computed on the
 OV0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0166.degrees latitude (g = 980.6199 gals.).
 OV0166
 OV0166.The modeled gravity was interpolated from observed gravity values.
 OV0166
 OV0166;                    North         East    Units  Estimated Accuracy
 OV0166;SPC WYWC     -   327,060.      693,750.      MT  (+/- 180 meters Scaled)
 OV0166
 OV0166                          SUPERSEDED SURVEY CONTROL
 OV0166
 OV0166  NGVD 29 (??/??/92) 1906.291  (m)         6254.22   (f) ADJ UNCH    2 0
 OV0166
 OV0166.Superseded values are not recommended for survey control.
 OV0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0166.See file dsdata.txt to determine how the superseded data were derived.
 OV0166
 OV0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ902128(NAD 83)
 OV0166_MARKER: DD = SURVEY DISK
 OV0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0166_STAMPING: 14 JR 1950 6254
 OV0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0166+STABILITY: SURFACE MOTION
 OV0166
 OV0166  HISTORY     - Date     Condition        Report By
 OV0166  HISTORY     - 1950     MONUMENTED       USGS
 OV0166  HISTORY     - 1966     GOOD             NGS
 OV0166
 OV0166                          STATION DESCRIPTION
 OV0166
 OV0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0166'15.5 MI NE FROM LYSITE.
 OV0166'15.5 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0166'AND QUINCY RAILROAD STATION AT LYSITE, AT THE CROSSING OF COTTONWOOD
 OV0166'CREEK, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 64 1/2 FEET
 OV0166'SOUTH-SOUTHWEST OF THE CENTER OF A 36-INCH PIPE CULVERT ON COTTONWOOD
 OV0166'CREEK, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 OV0166'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 OV0166'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0917 ***********************************************************************
 PY0917  DESIGNATION -  14 MDC
 PY0917  PID         -  PY0917
 PY0917  STATE/COUNTY-  WY/TETON
 PY0917  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0917
 PY0917                         *CURRENT SURVEY CONTROL
 PY0917  ___________________________________________________________________
 PY0917* NAD 83(1986)-  44 35 03.     (N)    110 46 45.     (W)     SCALED    
 PY0917* NAVD 88     -      2200.981  (meters)    7221.05   (feet)  ADJUSTED  
 PY0917  ___________________________________________________________________
 PY0917  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 PY0917  DYNAMIC HT  -        2199.601 (meters)    7216.52  (feet)  COMP
 PY0917  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 PY0917
 PY0917  VERT ORDER  -  FIRST     CLASS II
 PY0917
 PY0917.The horizontal coordinates were scaled from a topographic map and have
 PY0917.an estimated accuracy of +/- 6 seconds.
 PY0917
 PY0917.The orthometric height was determined by differential leveling
 PY0917.and adjusted by the National Geodetic Survey in June 1991..
 PY0917
 PY0917.The geoid height was determined by GEOID03.
 PY0917
 PY0917.The dynamic height is computed by dividing the NAVD 88
 PY0917.geopotential number by the normal gravity value computed on the
 PY0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0917.degrees latitude (g = 980.6199 gals.).
 PY0917
 PY0917.The modeled gravity was interpolated from observed gravity values.
 PY0917
 PY0917;                    North         East    Units  Estimated Accuracy
 PY0917;SPC WY W     -   553,890.      744,740.      MT  (+/- 180 meters Scaled)
 PY0917
 PY0917                          SUPERSEDED SURVEY CONTROL
 PY0917
 PY0917  NGVD 29 (08/20/92) 2199.642  (m)         7216.66   (f) ADJUSTED    1 2
 PY0917
 PY0917.Superseded values are not recommended for survey control.
 PY0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0917.See file dsdata.txt to determine how the superseded data were derived.
 PY0917
 PY0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ175367(NAD 83)
 PY0917_MARKER: DB = BENCH MARK DISK
 PY0917_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 PY0917_SP_SET: GALVANIZED STEEL ROD
 PY0917_STAMPING: 14 MDC 1977 7216
 PY0917_MARK LOGO: USGS  
 PY0917_PROJECTION: FLUSH
 PY0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0917_ROD/PIPE-DEPTH: 3.7  meters
 PY0917
 PY0917  HISTORY     - Date     Condition        Report By
 PY0917  HISTORY     - 1977     MONUMENTED       USGS
 PY0917  HISTORY     - 1987     GOOD             NGS
 PY0917
 PY0917                          STATION DESCRIPTION
 PY0917
 PY0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0917'13.6 KM (8.45 MI) SE FROM MADISON JUNCTION.
 PY0917'10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD FROM MADISON
 PY0917'JUNCTION, THENCE 3.5 KM (2.15 MI) EASTERLY ALONG A SERVICE ROAD AND
 PY0917'MARY MOUNTAIN TRAIL TO A FOOT BRIDGE ACROSS NEZ PERCE CREEK, A DISK
 PY0917'CRIMPED TO THE TOP OF A STEEL ROAD AND ENCASED IN A 6-INCH PVC PIPE,
 PY0917'9.4 M (30.8 FT) EAST OF THE SOUTH END OF THE BRIDGE, 4.3 M (14.1 FT)
 PY0917'SOUTH OF THE SOUTH BANK OF THE CREEK, AND BETWEEN THE THIRD AND
 PY0917'FOURTH (3-FOOT HIGH) WOODEN POSTS AT END OF THE SERVICE ROAD.
 PY0917'NOTE--ROD DRIVEN TO REFUSAL AT 12 FEET.
 PY0917'THE MARK IS ABOVE LEVEL WITH THE ROAD AND TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1002 ***********************************************************************
 PY1002  DESIGNATION -  14 MDC
 PY1002  PID         -  PY1002
 PY1002  STATE/COUNTY-  WY/PARK
 PY1002  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY1002
 PY1002                         *CURRENT SURVEY CONTROL
 PY1002  ___________________________________________________________________
 PY1002* NAD 83(1986)-  44 46 37.     (N)    110 27 32.     (W)     SCALED    
 PY1002* NAVD 88     -      2661.608  (meters)    8732.29   (feet)  ADJUSTED  
 PY1002  ___________________________________________________________________
 PY1002  GEOID HEIGHT-          -8.49  (meters)                     GEOID03
 PY1002  DYNAMIC HT  -        2659.826 (meters)    8726.45  (feet)  COMP
 PY1002  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 PY1002
 PY1002  VERT ORDER  -  FIRST     CLASS II
 PY1002
 PY1002.The horizontal coordinates were scaled from a topographic map and have
 PY1002.an estimated accuracy of +/- 6 seconds.
 PY1002
 PY1002.The orthometric height was determined by differential leveling
 PY1002.and adjusted by the National Geodetic Survey in June 1991..
 PY1002
 PY1002.The geoid height was determined by GEOID03.
 PY1002
 PY1002.The dynamic height is computed by dividing the NAVD 88
 PY1002.geopotential number by the normal gravity value computed on the
 PY1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1002.degrees latitude (g = 980.6199 gals.).
 PY1002
 PY1002.The modeled gravity was interpolated from observed gravity values.
 PY1002
 PY1002;                    North         East    Units  Estimated Accuracy
 PY1002;SPC WYWC     -   476,500.      464,750.      MT  (+/- 180 meters Scaled)
 PY1002
 PY1002                          SUPERSEDED SURVEY CONTROL
 PY1002
 PY1002  NGVD 29 (08/20/92) 2660.180  (m)         8727.61   (f) ADJUSTED    1 2
 PY1002
 PY1002.Superseded values are not recommended for survey control.
 PY1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1002.See file dsdata.txt to determine how the superseded data were derived.
 PY1002
 PY1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ428583(NAD 83)
 PY1002_MARKER: DB = BENCH MARK DISK
 PY1002_SETTING: 80 = SET IN A BOULDER
 PY1002_SP_SET: BOULDER
 PY1002_STAMPING: 14 MDC 1976 8727
 PY1002_MARK LOGO: USGS  
 PY1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1002+STABILITY: SURFACE MOTION
 PY1002
 PY1002  HISTORY     - Date     Condition        Report By
 PY1002  HISTORY     - 1976     MONUMENTED       USGS
 PY1002  HISTORY     - 1987     GOOD             NGS
 PY1002
 PY1002                          STATION DESCRIPTION
 PY1002
 PY1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1002'6.9 KM (4.30 MI) NORTH FROM CANYON VILLAGE.
 PY1002'6.9 KM (4.30 MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY1002'HIGHWAY FROM THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR
 PY1002'THE CENTER OF A 3 BY 3 FOOT BOULDER THAT PROJECTS 24-INCHES ABOVE THE
 PY1002'GROUND SURFACE, 20.7 M (67.9 FT) SOUTHEAST OF THE NORTH END OF A
 PY1002'PULLOUT, AND 15.5 M (50.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 PY1002'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0916 ***********************************************************************
 PY0916  DESIGNATION -  14 RDS
 PY0916  PID         -  PY0916
 PY0916  STATE/COUNTY-  WY/TETON
 PY0916  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0916
 PY0916                         *CURRENT SURVEY CONTROL
 PY0916  ___________________________________________________________________
 PY0916* NAD 83(1986)-  44 35 18.     (N)    110 46 20.     (W)     SCALED    
 PY0916* NAVD 88     -      2206.478  (meters)    7239.09   (feet)  ADJUSTED  
 PY0916  ___________________________________________________________________
 PY0916  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 PY0916  DYNAMIC HT  -        2205.102 (meters)    7234.57  (feet)  COMP
 PY0916  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 PY0916
 PY0916  VERT ORDER  -  FIRST     CLASS II
 PY0916
 PY0916.The horizontal coordinates were scaled from a topographic map and have
 PY0916.an estimated accuracy of +/- 6 seconds.
 PY0916
 PY0916.The orthometric height was determined by differential leveling
 PY0916.and adjusted by the National Geodetic Survey in June 1991..
 PY0916
 PY0916.The geoid height was determined by GEOID03.
 PY0916
 PY0916.The dynamic height is computed by dividing the NAVD 88
 PY0916.geopotential number by the normal gravity value computed on the
 PY0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0916.degrees latitude (g = 980.6199 gals.).
 PY0916
 PY0916.The modeled gravity was interpolated from observed gravity values.
 PY0916
 PY0916;                    North         East    Units  Estimated Accuracy
 PY0916;SPC WY W     -   554,350.      745,300.      MT  (+/- 180 meters Scaled)
 PY0916
 PY0916                          SUPERSEDED SURVEY CONTROL
 PY0916
 PY0916  NGVD 29 (08/20/92) 2205.147  (m)         7234.72   (f) ADJUSTED    1 2
 PY0916
 PY0916.Superseded values are not recommended for survey control.
 PY0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0916.See file dsdata.txt to determine how the superseded data were derived.
 PY0916
 PY0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ180372(NAD 83)
 PY0916_MARKER: DB = BENCH MARK DISK
 PY0916_SETTING: 80 = SET IN A BOULDER
 PY0916_SP_SET: BOULDER
 PY0916_STAMPING: 14 RDS 1955 7234
 PY0916_MARK LOGO: USGS  
 PY0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0916+STABILITY: SURFACE MOTION
 PY0916
 PY0916  HISTORY     - Date     Condition        Report By
 PY0916  HISTORY     - 1955     MONUMENTED       USGS
 PY0916  HISTORY     - 1987     GOOD             NGS
 PY0916
 PY0916                          STATION DESCRIPTION
 PY0916
 PY0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0916'14.4 KM (8.95 MI) SE FROM MADISON JUNCTION.
 PY0916'10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD FROM MADISON
 PY0916'JUNCTION, THENCE 3.5 KM (2.15 MI) EASTERLY ALONG A SERVICE ROAD AND
 PY0916'MARY MOUNTAIN TRAIL TO A FOOT BRIDGE ACROSS NEZ PERCE CREEK, THENCE
 PY0916'0.8 KM (0.50 MI) EASTERLY ALONG MARY MOUNTAIN TRAIL, CEMENTED IN A
 PY0916'DRILL HOLE IN TOP OF AND NEAR THE EAST EDGE OF A 6 X 8 FOOT BOULDER
 PY0916'WHICH PROJECTS 4 FEET, 25.0 M (82.0 FT) WEST OF A TRAIL MARKER SIGN
 PY0916'POST WEDGED BETWEEN BOULDERS AT THE TRAILS CLOSEST POINT TO NEZ PERCE
 PY0916'CREEK, 12.2 M (40.0 FT) NORTH-NORTHEAST OF THE TRAIL, AND 7.4 M (24.3
 PY0916'FT) WEST-NORTHWEST OF AN 18-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0489 ***********************************************************************
 OU0489  DESIGNATION -  14 RGB
 OU0489  PID         -  OU0489
 OU0489  STATE/COUNTY-  WY/WESTON
 OU0489  USGS QUAD   -  DARLINGTON DRAW WEST (1982)
 OU0489
 OU0489                         *CURRENT SURVEY CONTROL
 OU0489  ___________________________________________________________________
 OU0489* NAD 83(1986)-  43 42 23.     (N)    104 59 37.     (W)     SCALED    
 OU0489* NAVD 88     -      1338.900  (meters)    4392.71   (feet)  POSTED    
 OU0489  ___________________________________________________________________
 OU0489  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 OU0489  DYNAMIC HT  -        1338.250 (meters)    4390.58  (feet)  COMP
 OU0489  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 OU0489
 OU0489  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0489
 OU0489.The horizontal coordinates were scaled from a topographic map and have
 OU0489.an estimated accuracy of +/- 6 seconds.
 OU0489
 OU0489.The orthometric height was determined by differential leveling
 OU0489.and adjusted by the National Geodetic Survey in 1992..
 OU0489.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0489.rate of 0.0 thru 1.0 mm/km.
 OU0489
 OU0489.The geoid height was determined by GEOID03.
 OU0489
 OU0489.The dynamic height is computed by dividing the NAVD 88
 OU0489.geopotential number by the normal gravity value computed on the
 OU0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0489.degrees latitude (g = 980.6199 gals.).
 OU0489
 OU0489.The modeled gravity was interpolated from observed gravity values.
 OU0489
 OU0489;                    North         East    Units  Estimated Accuracy
 OU0489;SPC WY E     -   356,140.      213,950.      MT  (+/- 180 meters Scaled)
 OU0489
 OU0489                          SUPERSEDED SURVEY CONTROL
 OU0489
 OU0489.No superseded survey control is available for this station.
 OU0489
 OU0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ005392(NAD 83)
 OU0489_MARKER: DB = BENCH MARK DISK
 OU0489_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0489_SP_SET: COPPER-CLAD STEEL ROD
 OU0489_STAMPING: 14 RGB 1971
 OU0489_MARK LOGO: USGS  
 OU0489_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0489+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0489
 OU0489  HISTORY     - Date     Condition        Report By
 OU0489  HISTORY     - 1971     MONUMENTED       USGS
 OU0489
 OU0489                          STATION DESCRIPTION
 OU0489
 OU0489'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0489'FROM CLARETON, WYOMING, PROCEED 13.7 MILES WEST ALONG STATE HIGHWAY
 OU0489'450, THENCE 4.2 MILES SOUTHWEST ALONG PINEY CANYON ROAD TO A TRAIL
 OU0489'NORTH, THENCE 4.9 MILES NORTH TO A T-ROAD WEST, 32 FEET EAST OF THE
 OU0489'CENTERLINE AT T-ROAD WEST, 3 FEET WEST OF A WITNESS SIGN, SET IN A
 OU0489'COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0884 ***********************************************************************
 MR0884  DESIGNATION -  14 SC
 MR0884  PID         -  MR0884
 MR0884  STATE/COUNTY-  WY/LINCOLN
 MR0884  USGS QUAD   -  OPAL (1969)
 MR0884
 MR0884                         *CURRENT SURVEY CONTROL
 MR0884  ___________________________________________________________________
 MR0884* NAD 83(1986)-  41 49 22.     (N)    110 18 31.     (W)     SCALED    
 MR0884* NAVD 88     -      2040.649  (meters)    6695.03   (feet)  ADJUSTED  
 MR0884  ___________________________________________________________________
 MR0884  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 MR0884  DYNAMIC HT  -        2038.894 (meters)    6689.27  (feet)  COMP
 MR0884  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 MR0884
 MR0884  VERT ORDER  -  THIRD
 MR0884
 MR0884.The horizontal coordinates were scaled from a topographic map and have
 MR0884.an estimated accuracy of +/- 6 seconds.
 MR0884
 MR0884.The orthometric height was determined by differential leveling
 MR0884.and adjusted by the National Geodetic Survey in December 1993..
 MR0884
 MR0884.The geoid height was determined by GEOID03.
 MR0884
 MR0884.The dynamic height is computed by dividing the NAVD 88
 MR0884.geopotential number by the normal gravity value computed on the
 MR0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0884.degrees latitude (g = 980.6199 gals.).
 MR0884
 MR0884.The modeled gravity was interpolated from observed gravity values.
 MR0884
 MR0884;                    North         East    Units  Estimated Accuracy
 MR0884;SPC WY W     -   246,920.      781,290.      MT  (+/- 180 meters Scaled)
 MR0884
 MR0884                          SUPERSEDED SURVEY CONTROL
 MR0884
 MR0884.No superseded survey control is available for this station.
 MR0884
 MR0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM574303(NAD 83)
 MR0884_MARKER: DB = BENCH MARK DISK
 MR0884_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0884_SP_SET: COPPER-CLAD STEEL ROD
 MR0884_STAMPING: 14 SC 1969
 MR0884_MARK LOGO: USGS  
 MR0884_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0884+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0884
 MR0884  HISTORY     - Date     Condition        Report By
 MR0884  HISTORY     - 1969     MONUMENTED       USGS
 MR0884
 MR0884                          STATION DESCRIPTION
 MR0884
 MR0884'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0884'FROM OPAL, WYOMING RAILROAD STATION, PROCEED 4.1 MILES NORTH ALONG
 MR0884'STATE ROAD 1208, 104 FEET WESTERLY AND PERPENDICULAR TO THE HIGHWAY,
 MR0884'28 FEET SOUTHERLY FROM THE INTERSECTION OF A TRACK ROAD WEST, ENCASED
 MR0884'IN AN 8 INCH TILE AND NEAR A STEEL FENCE POST AND SIGN, SET IN A
 MR0884'COPPER-CLAD STEEL ROD DRIVEN 5.0 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0504 ***********************************************************************
 OU0504  DESIGNATION -  14 SJS
 OU0504  PID         -  OU0504
 OU0504  STATE/COUNTY-  WY/CONVERSE
 OU0504  USGS QUAD   -  SPLIT HILL (1981)
 OU0504
 OU0504                         *CURRENT SURVEY CONTROL
 OU0504  ___________________________________________________________________
 OU0504* NAD 83(1986)-  43 09 11.     (N)    104 58 35.     (W)     SCALED    
 OU0504* NAVD 88     -      1354.970  (meters)    4445.43   (feet)  ADJUSTED  
 OU0504  ___________________________________________________________________
 OU0504  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 OU0504  DYNAMIC HT  -        1354.226 (meters)    4442.99  (feet)  COMP
 OU0504  MODELED GRAV-     980,024.2   (mgal)                       NAVD 88
 OU0504
 OU0504  VERT ORDER  -  THIRD
 OU0504
 OU0504.The horizontal coordinates were scaled from a topographic map and have
 OU0504.an estimated accuracy of +/- 6 seconds.
 OU0504
 OU0504.The orthometric height was determined by differential leveling
 OU0504.and adjusted by the National Geodetic Survey in December 1993..
 OU0504
 OU0504.The geoid height was determined by GEOID03.
 OU0504
 OU0504.The dynamic height is computed by dividing the NAVD 88
 OU0504.geopotential number by the normal gravity value computed on the
 OU0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0504.degrees latitude (g = 980.6199 gals.).
 OU0504
 OU0504.The modeled gravity was interpolated from observed gravity values.
 OU0504
 OU0504;                    North         East    Units  Estimated Accuracy
 OU0504;SPC WY E     -   294,670.      215,480.      MT  (+/- 180 meters Scaled)
 OU0504
 OU0504                          SUPERSEDED SURVEY CONTROL
 OU0504
 OU0504.No superseded survey control is available for this station.
 OU0504
 OU0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH019778(NAD 83)
 OU0504_MARKER: DB = BENCH MARK DISK
 OU0504_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0504+WITH SETTING: INFORMATION.
 OU0504_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0504_STAMPING: 14 SJS 1970
 OU0504_MARK LOGO: USGS  
 OU0504_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0504
 OU0504  HISTORY     - Date     Condition        Report By
 OU0504  HISTORY     - 1970     MONUMENTED       USGS
 OU0504
 OU0504                          STATION DESCRIPTION
 OU0504
 OU0504'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0504'FROM THE KETELSEN RANCH HEADQUARTERS, PROCEED 3.4 MILES (5.5 KM) SOUTH
 OU0504'ALONG THE ROAD TO DOUGLAS, WY, IN THE NORTH 1/2 OF THE SW 1/4 OF
 OU0504'S.25, T.37 N., R.68 W., 28 FEET (8.5 M) NORTH AND 35 FEET (10.7 M)
 OU0504'WEST FROM A ROAD FORK LEADING TO THE RICHIE RANCH, ENCASED IN A 6-INCH
 OU0504'WHITE PLASTIC PIPE, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0358 ***********************************************************************
 NS0358  DESIGNATION -  14 TET
 NS0358  PID         -  NS0358
 NS0358  STATE/COUNTY-  WY/SWEETWATER
 NS0358  USGS QUAD   -  BLUE FOREST (1980)
 NS0358
 NS0358                         *CURRENT SURVEY CONTROL
 NS0358  ___________________________________________________________________
 NS0358* NAD 83(1986)-  42 04 04.     (N)    109 53 16.     (W)     SCALED    
 NS0358* NAVD 88     -      1989.118  (meters)    6525.96   (feet)  ADJUSTED  
 NS0358  ___________________________________________________________________
 NS0358  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NS0358  DYNAMIC HT  -        1987.480 (meters)    6520.59  (feet)  COMP
 NS0358  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 NS0358
 NS0358  VERT ORDER  -  THIRD
 NS0358
 NS0358.The horizontal coordinates were scaled from a topographic map and have
 NS0358.an estimated accuracy of +/- 6 seconds.
 NS0358
 NS0358.The orthometric height was determined by differential leveling
 NS0358.and adjusted by the National Geodetic Survey in December 1993..
 NS0358
 NS0358.The geoid height was determined by GEOID03.
 NS0358
 NS0358.The dynamic height is computed by dividing the NAVD 88
 NS0358.geopotential number by the normal gravity value computed on the
 NS0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0358.degrees latitude (g = 980.6199 gals.).
 NS0358
 NS0358.The modeled gravity was interpolated from observed gravity values.
 NS0358
 NS0358;                    North         East    Units  Estimated Accuracy
 NS0358;SPC WYWC     -   174,730.      505,840.      MT  (+/- 180 meters Scaled)
 NS0358
 NS0358                          SUPERSEDED SURVEY CONTROL
 NS0358
 NS0358.No superseded survey control is available for this station.
 NS0358
 NS0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM920579(NAD 83)
 NS0358_MARKER: DB = BENCH MARK DISK
 NS0358_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0358_SP_SET: COPPER-CLAD STEEL ROD
 NS0358_STAMPING: 14 TET 1968
 NS0358_MARK LOGO: USGS  
 NS0358_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0358+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0358
 NS0358  HISTORY     - Date     Condition        Report By
 NS0358  HISTORY     - 1968     MONUMENTED       USGS
 NS0358
 NS0358                          STATION DESCRIPTION
 NS0358
 NS0358'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0358'FROM FONTENELLE, WYOMING, PROCEED 3.7 MILES EAST AND NORTH OF A ROAD
 NS0358'JUNCTION, 0.3 MILES SOUTH ALONG COUNTY ROAD ACROSS GREEN RIVER,
 NS0358'THENCE 9.7 MILES GENERALLY NORTHEAST ALONG LINCOLN-SWEETWATER ROAD
 NS0358'(BLM ROAD NUMBER 4242), NEAR THE SOUTHEAST 1/4 CORNER OF SECTION
 NS0358'9/TOWNSHIP 24 NORTH/RANGE 110 WEST, 0.1 MILE WEST OF A CULVERT IN A
 NS0358'DRAW, 50 FEET SOUTH AND ABOUT THE SAME ELEVATION AS THE ROAD, 1 FOOT
 NS0358'WEST OF A WITNESS POST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH
 NS0358'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0388 ***********************************************************************
 PW0388  DESIGNATION -  14 WDE
 PW0388  PID         -  PW0388
 PW0388  STATE/COUNTY-  WY/BIG HORN
 PW0388  USGS QUAD   -  SHELL FALLS (1993)
 PW0388
 PW0388                         *CURRENT SURVEY CONTROL
 PW0388  ___________________________________________________________________
 PW0388* NAD 83(1986)-  44 34 08.     (N)    107 32 06.     (W)     SCALED    
 PW0388* NAVD 88     -      2290.959  (meters)    7516.25   (feet)  ADJUSTED  
 PW0388  ___________________________________________________________________
 PW0388  GEOID HEIGHT-          -8.69  (meters)                     GEOID03
 PW0388  DYNAMIC HT  -        2289.668 (meters)    7512.02  (feet)  COMP
 PW0388  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 PW0388
 PW0388  VERT ORDER  -  SECOND    CLASS 0
 PW0388
 PW0388.The horizontal coordinates were scaled from a topographic map and have
 PW0388.an estimated accuracy of +/- 6 seconds.
 PW0388
 PW0388.The orthometric height was determined by differential leveling
 PW0388.and adjusted by the National Geodetic Survey in June 1991..
 PW0388
 PW0388.The geoid height was determined by GEOID03.
 PW0388
 PW0388.The dynamic height is computed by dividing the NAVD 88
 PW0388.geopotential number by the normal gravity value computed on the
 PW0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0388.degrees latitude (g = 980.6199 gals.).
 PW0388
 PW0388.The modeled gravity was interpolated from observed gravity values.
 PW0388
 PW0388;                    North         East    Units  Estimated Accuracy
 PW0388;SPC WYEC     -   551,980.      383,980.      MT  (+/- 180 meters Scaled)
 PW0388
 PW0388                          SUPERSEDED SURVEY CONTROL
 PW0388
 PW0388  NGVD 29 (??/??/92) 2289.920  (m)         7512.85   (f) ADJ UNCH    2 0
 PW0388
 PW0388.Superseded values are not recommended for survey control.
 PW0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0388.See file dsdata.txt to determine how the superseded data were derived.
 PW0388
 PW0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK987381(NAD 83)
 PW0388_MARKER: DD = SURVEY DISK
 PW0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0388_SP_SET: CULVERT
 PW0388_STAMPING: 14 WDE 1958 7512
 PW0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0388
 PW0388  HISTORY     - Date     Condition        Report By
 PW0388  HISTORY     - 1958     MONUMENTED       USGS
 PW0388  HISTORY     - 1966     GOOD             NGS
 PW0388
 PW0388                          STATION DESCRIPTION
 PW0388
 PW0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0388'16.15 MI NE FROM SHELL.
 PW0388'16.15 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0388'SHELL, AT THE JUNCTION OF AN ASPHALT ROAD LEADING TO CABIN CREEK
 PW0388'CAMPGROUND AND SHELL RANGER STATION, IN THE TOP OF THE EAST END OF THE
 PW0388'NORTH CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 60 FEET EAST OF
 PW0388'THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF THE CENTER LINE OF
 PW0388'THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1280 ***********************************************************************
 MO1280  DESIGNATION -  144
 MO1280  PID         -  MO1280
 MO1280  STATE/COUNTY-  WY/ALBANY
 MO1280  USGS QUAD   -  SODERGREEN LAKE (1992)
 MO1280
 MO1280                         *CURRENT SURVEY CONTROL
 MO1280  ___________________________________________________________________
 MO1280* NAD 83(1993)-  41 09 48.43085(N)    105 56 06.25687(W)     ADJUSTED  
 MO1280* NAVD 88     -      2254.11   (+/-2cm)    7395.4    (feet)  VERTCON   
 MO1280  ___________________________________________________________________
 MO1280  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 MO1280  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 MO1280
 MO1280  HORZ ORDER  -  SECOND
 MO1280  VERT ORDER  -  THIRD ? (See Below)
 MO1280
 MO1280.The horizontal coordinates were established by classical geodetic methods
 MO1280.and adjusted by the National Geodetic Survey in January 1997..
 MO1280
 MO1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1280.The vertical order pertains to the NGVD 29 superseded value.
 MO1280
 MO1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1280
 MO1280.The geoid height was determined by GEOID03.
 MO1280
 MO1280;                    North         East     Units Scale Factor Converg.
 MO1280;SPC WY E     -    73,956.920   135,513.874   MT  0.99998866   -0 30 20.8
 MO1280;SPC WYEC     -   174,614.863   517,346.168   MT  1.00010692   +0 55 13.6
 MO1280;UTM  13      - 4,557,323.514   421,553.192   MT  0.99967574   -0 36 55.8
 MO1280
 MO1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1280!SPC WY E     -   0.99964829  x   0.99998866  =   0.99963696
 MO1280!SPC WYEC     -   0.99964829  x   1.00010692  =   0.99975517
 MO1280!UTM  13      -   0.99964829  x   0.99967574  =   0.99932415
 MO1280
 MO1280|---------------------------------------------------------------------|
 MO1280| PID    Reference Object                     Distance      Geod. Az  |
 MO1280|                                                           dddmmss.s |
 MO1280| CP9419 144 RM 1                                           09823     |
 MO1280| CP9418 144 AZ MK                                          1360745.0 |
 MO1280| CP9420 144 RM 2                                           19918     |
 MO1280|---------------------------------------------------------------------|
 MO1280
 MO1280                          SUPERSEDED SURVEY CONTROL
 MO1280
 MO1280  NAD 83(1986)-  41 09 48.41994(N)    105 56 06.25633(W) AD(       ) 2
 MO1280  NAD 27      -  41 09 48.50000(N)    105 56 04.24000(W) AD(       ) 2
 MO1280  NGVD 29 (07/19/86) 2252.96   (m)         7391.6    (f) LEVELING    3  
 MO1280
 MO1280.Superseded values are not recommended for survey control.
 MO1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1280.See file dsdata.txt to determine how the superseded data were derived.
 MO1280
 MO1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF2155357324(NAD 83)
 MO1280_MARKER: DD = SURVEY DISK
 MO1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1280
 MO1280  HISTORY     - Date     Condition        Report By
 MO1280  HISTORY     - 1948     MONUMENTED       WYGS
 MO1280
 MO1280                          STATION DESCRIPTION
 MO1280
 MO1280'DESCRIBED BY WYOMING GEODETIC SURVEY 1948 (DHK)
 MO1280'THE STATION IS LOCATED IN SECTION 21, T.14 N, R.77 W., ON THE
 MO1280'TOP OF A SMALL GRASSY RIDGE, ABOUT 24 MILES AIR LINE SOUTHWEST
 MO1280'OF LARAMIE, ABOUT 0.4 MILE AIR LINE NORTH OF STATE HIGHWAY
 MO1280'230 AND ABOUT 0.15 MILE NORTH OF THE NORTH EDGE OF SODERGREEN
 MO1280'LAKE.  THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AND
 MO1280'STATE SURVEY BRONZE DISK SET IN A 6 X 6 INCH CONCRETE POST,
 MO1280'20 FEET NORTH OF THE CENTER LINE OF TRACK ROAD, 8 FEET
 MO1280'NORTHWEST OF A WHITE WITNESS POST, PROJECTS 6 INCHES AND
 MO1280'STAMPED, 144.
 MO1280'
 MO1280'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MO1280'STATION MARK, PROJECTS 6 INCHES AND STAMPED, 144 NO 1 1948.
 MO1280'
 MO1280'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MO1280'STATION MARK, PROJECTS 6 INCHES AND STAMPED, 144 NO 2 1948.
 MO1280'
 MO1280'THE AZIMUTH MARK IS 72 FEET SOUTH OF THE CENTER LINE OF STATE
 MO1280'HIGHWAY 230, 18 INCHES NORTH OF THE HIGHWAY RIGHT-OF-WAY FENCE, 1
 MO1280'FOOT WEST OF A WHITE WITNESS POST, PROJECTS 6 INCHES AND STAMPED,
 MO1280'144 1948.
 MO1280'
 MO1280'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 230
 MO1280'AND 130, GO SOUTHWEST ON STATE HIGHWAY 230 FOR 20.2 MILES TO A
 MO1280'CATTLE GUARD ON THE RIGHT, NORTH.  TURN RIGHT ACROSS CATTLE GUARD
 MO1280'AND FOLLOW TRACK ROAD AROUND THE EAST SIDE OF LAKE FOR 0.3
 MO1280'MILE TO FORK.  TAKE LEFT FORK AND GO ABOUT 100 FEET TO FORK.
 MO1280'TAKE RIGHT FORK AND GO 0.2 MILE TO THE STATION ON THE RIGHT,
 MO1280'NORTH, AS DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0297 ***********************************************************************
 NQ0297  DESIGNATION -  145.94
 NQ0297  PID         -  NQ0297
 NQ0297  STATE/COUNTY-  WY/CONVERSE
 NQ0297  USGS QUAD   -  IRVINE (1949)
 NQ0297
 NQ0297                         *CURRENT SURVEY CONTROL
 NQ0297  ___________________________________________________________________
 NQ0297* NAD 83(1986)-  42 43 11.     (N)    105 22 30.     (W)     SCALED    
 NQ0297* NAVD 88     -      1474.359  (meters)    4837.13   (feet)  ADJUSTED  
 NQ0297  ___________________________________________________________________
 NQ0297  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NQ0297  DYNAMIC HT  -        1473.421 (meters)    4834.05  (feet)  COMP
 NQ0297  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 NQ0297
 NQ0297  VERT ORDER  -  SECOND    CLASS 0
 NQ0297
 NQ0297.The horizontal coordinates were scaled from a topographic map and have
 NQ0297.an estimated accuracy of +/- 6 seconds.
 NQ0297
 NQ0297.The orthometric height was determined by differential leveling
 NQ0297.and adjusted by the National Geodetic Survey in June 1991..
 NQ0297
 NQ0297.The geoid height was determined by GEOID03.
 NQ0297
 NQ0297.The dynamic height is computed by dividing the NAVD 88
 NQ0297.geopotential number by the normal gravity value computed on the
 NQ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0297.degrees latitude (g = 980.6199 gals.).
 NQ0297
 NQ0297.The modeled gravity was interpolated from observed gravity values.
 NQ0297
 NQ0297;                    North         East    Units  Estimated Accuracy
 NQ0297;SPC WY E     -   246,540.      182,940.      MT  (+/- 180 meters Scaled)
 NQ0297
 NQ0297                          SUPERSEDED SURVEY CONTROL
 NQ0297
 NQ0297  NGVD 29 (??/??/92) 1473.49   (m)         4834.3    (f) COMPUTED    2 0
 NQ0297
 NQ0297.Superseded values are not recommended for survey control.
 NQ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0297.See file dsdata.txt to determine how the superseded data were derived.
 NQ0297
 NQ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH692297(NAD 83)
 NQ0297_MARKER: X = CHISELED CROSS
 NQ0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0297_SP_SET: CULVERT
 NQ0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0297
 NQ0297  HISTORY     - Date     Condition        Report By
 NQ0297  HISTORY     - UNK      MONUMENTED       CBQRR
 NQ0297  HISTORY     - 1934     GOOD             NGS
 NQ0297  HISTORY     - 1960     GOOD             NGS
 NQ0297
 NQ0297                          STATION DESCRIPTION
 NQ0297
 NQ0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NQ0297'2.8 MI E FROM DOUGLAS.
 NQ0297'ABOUT 2.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0297'RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY, ABOUT
 NQ0297'320 FEET EAST OF MILEPOST 146, AT A 6- BY 6-FOOT CONCRETE CULVERT,
 NQ0297'ON THE TOP OF THE SOUTH END OF THE EAST PARAPET WALL, AND 6.5 FEET
 NQ0297'EAST OF THE EAST RAIL.  A CHISELED CROSS.  NOTE-- ALTHOUGH THE
 NQ0297'RR IS A MAIN E-W LINE THE ALIGNMENT FROM DOUGLAS TO THIS POINT IS
 NQ0297'ACTUALLY N-S.
 NQ0297
 NQ0297                          STATION RECOVERY (1960)
 NQ0297
 NQ0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NQ0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0056 ***********************************************************************
 OW0056  DESIGNATION -  1480
 OW0056  PID         -  OW0056
 OW0056  STATE/COUNTY-  WY/FREMONT
 OW0056  USGS QUAD   -  RIVERTON EAST (1978)
 OW0056
 OW0056                         *CURRENT SURVEY CONTROL
 OW0056  ___________________________________________________________________
 OW0056* NAD 83(1986)-  43 05 39.     (N)    108 18 25.     (W)     SCALED    
 OW0056* NAVD 88     -      1472.709  (meters)    4831.71   (feet)  ADJUSTED  
 OW0056  ___________________________________________________________________
 OW0056  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 OW0056  DYNAMIC HT  -        1471.738 (meters)    4828.53  (feet)  COMP
 OW0056  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 OW0056
 OW0056  VERT ORDER  -  FIRST     CLASS II
 OW0056
 OW0056.The horizontal coordinates were scaled from a topographic map and have
 OW0056.an estimated accuracy of +/- 6 seconds.
 OW0056
 OW0056.The orthometric height was determined by differential leveling
 OW0056.and adjusted by the National Geodetic Survey in June 1991..
 OW0056
 OW0056.The geoid height was determined by GEOID03.
 OW0056
 OW0056.The dynamic height is computed by dividing the NAVD 88
 OW0056.geopotential number by the normal gravity value computed on the
 OW0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0056.degrees latitude (g = 980.6199 gals.).
 OW0056
 OW0056.The modeled gravity was interpolated from observed gravity values.
 OW0056
 OW0056;                    North         East    Units  Estimated Accuracy
 OW0056;SPC WYWC     -   288,210.      636,070.      MT  (+/- 180 meters Scaled)
 OW0056
 OW0056                          SUPERSEDED SURVEY CONTROL
 OW0056
 OW0056  NGVD 29 (??/??/92) 1471.718  (m)         4828.46   (f) ADJ UNCH    1 2
 OW0056
 OW0056.Superseded values are not recommended for survey control.
 OW0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0056.See file dsdata.txt to determine how the superseded data were derived.
 OW0056
 OW0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN191747(NAD 83)
 OW0056_MARKER: R = RIVET
 OW0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0056_SP_SET: BRIDGE
 OW0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0056
 OW0056  HISTORY     - Date     Condition        Report By
 OW0056  HISTORY     - UNK      MONUMENTED       CNWRR
 OW0056  HISTORY     - 1933     GOOD             NGS
 OW0056
 OW0056                          STATION DESCRIPTION
 OW0056
 OW0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OW0056'6.6 MI NE FROM RIVERTON.
 OW0056'6.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OW0056'RIVERTON, FREMONT COUNTY, AT BRIDGE 1480, 6.5 FEET SOUTH OF THE CENTER
 OW0056'LINE OF THE TRACK, AND IN THE TOP OF THE EAST BACK WALL.  A STANDARD
 OW0056'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0049 ***********************************************************************
 OW0049  DESIGNATION -  1493
 OW0049  PID         -  OW0049
 OW0049  STATE/COUNTY-  WY/FREMONT
 OW0049  USGS QUAD   -  RIVERTON WEST (1978)
 OW0049
 OW0049                         *CURRENT SURVEY CONTROL
 OW0049  ___________________________________________________________________
 OW0049* NAD 83(1986)-  43 00 47.     (N)    108 24 07.     (W)     SCALED    
 OW0049* NAVD 88     -      1510.506  (meters)    4955.72   (feet)  ADJUSTED  
 OW0049  ___________________________________________________________________
 OW0049  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 OW0049  DYNAMIC HT  -        1509.516 (meters)    4952.47  (feet)  COMP
 OW0049  MODELED GRAV-     979,912.5   (mgal)                       NAVD 88
 OW0049
 OW0049  VERT ORDER  -  FIRST     CLASS II
 OW0049
 OW0049.The horizontal coordinates were scaled from a topographic map and have
 OW0049.an estimated accuracy of +/- 6 seconds.
 OW0049
 OW0049.The orthometric height was determined by differential leveling
 OW0049.and adjusted by the National Geodetic Survey in June 1991..
 OW0049
 OW0049.The geoid height was determined by GEOID03.
 OW0049
 OW0049.The dynamic height is computed by dividing the NAVD 88
 OW0049.geopotential number by the normal gravity value computed on the
 OW0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0049.degrees latitude (g = 980.6199 gals.).
 OW0049
 OW0049.The modeled gravity was interpolated from observed gravity values.
 OW0049
 OW0049;                    North         East    Units  Estimated Accuracy
 OW0049;SPC WYWC     -   279,160.      628,370.      MT  (+/- 180 meters Scaled)
 OW0049
 OW0049                          SUPERSEDED SURVEY CONTROL
 OW0049
 OW0049  NGVD 29 (??/??/92) 1509.521  (m)         4952.49   (f) ADJ UNCH    1 2
 OW0049
 OW0049.Superseded values are not recommended for survey control.
 OW0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0049.See file dsdata.txt to determine how the superseded data were derived.
 OW0049
 OW0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN117655(NAD 83)
 OW0049_MARKER: R = RIVET
 OW0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0049_SP_SET: BRIDGE
 OW0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0049
 OW0049  HISTORY     - Date     Condition        Report By
 OW0049  HISTORY     - UNK      MONUMENTED       CNWRR
 OW0049  HISTORY     - 1933     GOOD             NGS
 OW0049
 OW0049                          STATION DESCRIPTION
 OW0049
 OW0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OW0049'1 MI SW FROM RIVERTON.
 OW0049'ABOUT 1 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 OW0049'FROM RIVERTON, FREMONT COUNTY, AT BRIDGE 1493, 6.5 FEET SOUTH OF THE
 OW0049'CENTER LINE OF THE TRACK, AND IN THE TOP OF THE EAST BACK WALL.  A
 OW0049'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0444 ***********************************************************************
 OV0444  DESIGNATION -  15 ARD
 OV0444  PID         -  OV0444
 OV0444  STATE/COUNTY-  WY/NATRONA
 OV0444  USGS QUAD   -  SMITH FLATS (1978)
 OV0444
 OV0444                         *CURRENT SURVEY CONTROL
 OV0444  ___________________________________________________________________
 OV0444* NAD 83(1986)-  43 01 15.     (N)    106 36 47.     (W)     SCALED    
 OV0444* NAVD 88     -      1652.592  (meters)    5421.88   (feet)  POSTED    
 OV0444  ___________________________________________________________________
 OV0444  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 OV0444  DYNAMIC HT  -        1651.570 (meters)    5418.53  (feet)  COMP
 OV0444  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 OV0444
 OV0444  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0444
 OV0444.The horizontal coordinates were scaled from a topographic map and have
 OV0444.an estimated accuracy of +/- 6 seconds.
 OV0444
 OV0444.The orthometric height was determined by differential leveling
 OV0444.and adjusted by the National Geodetic Survey in 1992..
 OV0444.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0444.rate of 0.0 thru 1.0 mm/km.
 OV0444
 OV0444.The geoid height was determined by GEOID03.
 OV0444
 OV0444.The dynamic height is computed by dividing the NAVD 88
 OV0444.geopotential number by the normal gravity value computed on the
 OV0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0444.degrees latitude (g = 980.6199 gals.).
 OV0444
 OV0444.The modeled gravity was interpolated from observed gravity values.
 OV0444
 OV0444;                    North         East    Units  Estimated Accuracy
 OV0444;SPC WYEC     -   380,220.      458,710.      MT  (+/- 180 meters Scaled)
 OV0444
 OV0444                          SUPERSEDED SURVEY CONTROL
 OV0444
 OV0444  NGVD 29 (??/??/92) 1651.64   (m)         5418.8    (f) COMPUTED    3 0
 OV0444
 OV0444.Superseded values are not recommended for survey control.
 OV0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0444.See file dsdata.txt to determine how the superseded data were derived.
 OV0444
 OV0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH685643(NAD 83)
 OV0444_MARKER: DB = BENCH MARK DISK
 OV0444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0444_SP_SET: COPPER-CLAD STEEL ROD
 OV0444_STAMPING: 15 ARD 1968
 OV0444_MARK LOGO: USGS  
 OV0444_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0444+STABILITY: SURFACE MOTION
 OV0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0444+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0444
 OV0444  HISTORY     - Date     Condition        Report By
 OV0444  HISTORY     - 1968     MONUMENTED       USGS
 OV0444
 OV0444                          STATION DESCRIPTION
 OV0444
 OV0444'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0444'FROM CASPER, WYOMING POST OFFICE, PROCEED 17 MILES WEST ALONG U.S.
 OV0444'HIGHWAY 20-26, THENCE 6.0 MILES NORTH ALONG PAVED COUNTY ROAD, 0.7
 OV0444'MILES EAST OF BUCKNUM AT A RAILROAD CROSSING, 36 FEET NORTH, 31 FEET
 OV0444'WEST OF AND 0.3 FEET LOWER THAN THE CENTERLINE OF THE ROAD AT A
 OV0444'RAILROAD CROSSING, 1 FOOT EAST OF A TELEGRAPH POLE, SET IN A COPPER-
 OV0444'CLAD STEEL ROD AND PROJECTING .02 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0488 ***********************************************************************
 OV0488  DESIGNATION -  15 CFD
 OV0488  PID         -  OV0488
 OV0488  STATE/COUNTY-  WY/NATRONA
 OV0488  USGS QUAD   -  TTT RANCH (1981)
 OV0488
 OV0488                         *CURRENT SURVEY CONTROL
 OV0488  ___________________________________________________________________
 OV0488* NAD 83(1986)-  43 35 40.     (N)    106 40 56.     (W)     SCALED    
 OV0488* NAVD 88     -      1504.200  (meters)    4935.03   (feet)  POSTED    
 OV0488  ___________________________________________________________________
 OV0488  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 OV0488  DYNAMIC HT  -        1503.420 (meters)    4932.47  (feet)  COMP
 OV0488  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 OV0488
 OV0488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0488
 OV0488.The horizontal coordinates were scaled from a topographic map and have
 OV0488.an estimated accuracy of +/- 6 seconds.
 OV0488
 OV0488.The orthometric height was determined by differential leveling
 OV0488.and adjusted by the National Geodetic Survey in 1992..
 OV0488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0488.rate of 0.0 thru 1.0 mm/km.
 OV0488
 OV0488.The geoid height was determined by GEOID03.
 OV0488
 OV0488.The dynamic height is computed by dividing the NAVD 88
 OV0488.geopotential number by the normal gravity value computed on the
 OV0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0488.degrees latitude (g = 980.6199 gals.).
 OV0488
 OV0488.The modeled gravity was interpolated from observed gravity values.
 OV0488
 OV0488;                    North         East    Units  Estimated Accuracy
 OV0488;SPC WYEC     -   443,900.      452,570.      MT  (+/- 180 meters Scaled)
 OV0488
 OV0488                          SUPERSEDED SURVEY CONTROL
 OV0488
 OV0488  NGVD 29 (??/??/92) 1503.39   (m)         4932.4    (f) COMPUTED    3 0
 OV0488
 OV0488.Superseded values are not recommended for survey control.
 OV0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0488.See file dsdata.txt to determine how the superseded data were derived.
 OV0488
 OV0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ642282(NAD 83)
 OV0488_MARKER: DB = BENCH MARK DISK
 OV0488_SETTING: 66 = SET IN ROCK OUTCROP
 OV0488_SP_SET: BEDROCK
 OV0488_STAMPING: 15 CFD 1958
 OV0488_MARK LOGO: USGS  
 OV0488_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0488+STABILITY: SURFACE MOTION
 OV0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0488+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1968
 OV0488
 OV0488  HISTORY     - Date     Condition        Report By
 OV0488  HISTORY     - 1958     MONUMENTED       USGS
 OV0488  HISTORY     - 19680620 GOOD             USGS
 OV0488
 OV0488                          STATION DESCRIPTION
 OV0488
 OV0488'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0488'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTH ALONG OLD U.S. HIGHWAY
 OV0488'87 AND INTERSTATE 25, THENCE 6.3 MILES SOUTHWEST ALONG TTT RANCH ROAD
 OV0488'(LONE BEAR ROAD), 260 FEET WEST OF AND 26.2 FEET HIGHER THAN THE
 OV0488'ROAD, 50 FEET WEST OF A DRAIN, AT A ROCK OUTCROP, IN THE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0697 ***********************************************************************
 NQ0697  DESIGNATION -  15 DHW
 NQ0697  PID         -  NQ0697
 NQ0697  STATE/COUNTY-  WY/NIOBRARA
 NQ0697  USGS QUAD   -  SHERRILL HILLS (1978)
 NQ0697
 NQ0697                         *CURRENT SURVEY CONTROL
 NQ0697  ___________________________________________________________________
 NQ0697* NAD 83(1986)-  42 57 50.     (N)    104 06 23.     (W)     SCALED    
 NQ0697* NAVD 88     -      1226.570  (meters)    4024.17   (feet)  ADJUSTED  
 NQ0697  ___________________________________________________________________
 NQ0697  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 NQ0697  DYNAMIC HT  -        1225.933 (meters)    4022.08  (feet)  COMP
 NQ0697  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 NQ0697
 NQ0697  VERT ORDER  -  THIRD
 NQ0697
 NQ0697.The horizontal coordinates were scaled from a topographic map and have
 NQ0697.an estimated accuracy of +/- 6 seconds.
 NQ0697
 NQ0697.The orthometric height was determined by differential leveling
 NQ0697.and adjusted by the National Geodetic Survey in June 1991..
 NQ0697
 NQ0697.The geoid height was determined by GEOID03.
 NQ0697
 NQ0697.The dynamic height is computed by dividing the NAVD 88
 NQ0697.geopotential number by the normal gravity value computed on the
 NQ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0697.degrees latitude (g = 980.6199 gals.).
 NQ0697
 NQ0697.The modeled gravity was interpolated from observed gravity values.
 NQ0697
 NQ0697;                    North         East    Units  Estimated Accuracy
 NQ0697;SPC WY E     -   274,190.      286,500.      MT  (+/- 180 meters Scaled)
 NQ0697
 NQ0697                          SUPERSEDED SURVEY CONTROL
 NQ0697
 NQ0697.No superseded survey control is available for this station.
 NQ0697
 NQ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH728571(NAD 83)
 NQ0697_MARKER: DB = BENCH MARK DISK
 NQ0697_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0697_SP_SET: COPPER-CLAD STEEL ROD
 NQ0697_STAMPING: 15 DHW 1974
 NQ0697_MARK LOGO: USGS  
 NQ0697_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0697+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0697
 NQ0697  HISTORY     - Date     Condition        Report By
 NQ0697  HISTORY     - 1974     MONUMENTED       USGS
 NQ0697
 NQ0697                          STATION DESCRIPTION
 NQ0697
 NQ0697'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0697'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 28.4 MILES
 NQ0697'WEST ALONG GRADED ROAD TO THE SOUTH BANK OF THE SOUTH FORK OF INDIAN
 NQ0697'CREEK, 10.2 MILES WEST OF WALLACES RANCH HOUSE, NEAR THE NORTHWEST
 NQ0697'CORNER OF SECTION 5/TOWNSHIP 34 NORTH/RANGE 60 WEST, 1.6 MILES
 NQ0697'SOUTHEAST OF VERNON CHARD RANCH HOUSE, ON THE POINT OF THE RIDGE, 116
 NQ0697'FEET EAST OF THE ROAD, SET IN A COPPER-CLAD STEEL ROD DRIVEN 10 FEET
 NQ0697'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0158 ***********************************************************************
 PY0158  DESIGNATION -  15 DI
 PY0158  PID         -  PY0158
 PY0158  STATE/COUNTY-  WY/PARK
 PY0158  USGS QUAD   -  MAMMOTH (1986)
 PY0158
 PY0158                         *CURRENT SURVEY CONTROL
 PY0158  ___________________________________________________________________
 PY0158* NAD 83(1986)-  44 58 56.     (N)    110 41 29.     (W)     SCALED    
 PY0158* NAVD 88     -      1811.142  (meters)    5942.06   (feet)  ADJUSTED  
 PY0158  ___________________________________________________________________
 PY0158  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY0158  DYNAMIC HT  -        1810.214 (meters)    5939.01  (feet)  COMP
 PY0158  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 PY0158
 PY0158  VERT ORDER  -  FIRST     CLASS II
 PY0158
 PY0158.The horizontal coordinates were scaled from a topographic map and have
 PY0158.an estimated accuracy of +/- 6 seconds.
 PY0158
 PY0158.The orthometric height was determined by differential leveling
 PY0158.and adjusted by the National Geodetic Survey in June 1991..
 PY0158
 PY0158.The geoid height was determined by GEOID03.
 PY0158
 PY0158.The dynamic height is computed by dividing the NAVD 88
 PY0158.geopotential number by the normal gravity value computed on the
 PY0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0158.degrees latitude (g = 980.6199 gals.).
 PY0158
 PY0158.The modeled gravity was interpolated from observed gravity values.
 PY0158
 PY0158;                    North         East    Units  Estimated Accuracy
 PY0158;SPC WYWC     -   499,720.      446,890.      MT  (+/- 180 meters Scaled)
 PY0158
 PY0158                          SUPERSEDED SURVEY CONTROL
 PY0158
 PY0158  NGVD 29 (08/20/92) 1809.925  (m)         5938.06   (f) ADJUSTED    1 2
 PY0158
 PY0158.Superseded values are not recommended for survey control.
 PY0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0158.See file dsdata.txt to determine how the superseded data were derived.
 PY0158
 PY0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ243810(NAD 83)
 PY0158_MARKER: DD = SURVEY DISK
 PY0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0158_STAMPING: 15
 PY0158_MARK LOGO: DI    
 PY0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0158+STABILITY: SURFACE MOTION
 PY0158
 PY0158  HISTORY     - Date     Condition        Report By
 PY0158  HISTORY     - UNK      MONUMENTED       DI
 PY0158  HISTORY     - 1960     GOOD             NGS
 PY0158  HISTORY     - 1983     GOOD             NGS
 PY0158
 PY0158                          STATION DESCRIPTION
 PY0158
 PY0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0158'1.25 MI N FROM MAMMOTH HOT SPRINGS.
 PY0158'ABOUT 1.25 MILES NORTH ALONG THE MAMMOTH HOT SPRINGS-GARDINER HIGHWAY
 PY0158'FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, IN YELLOWSTONE NATIONAL
 PY0158'PARK, 132 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.2 MILE
 PY0158'NORTHEAST OF THE NORTH END OF A CAMP GROUND, 200 FEET NORTH OF THE
 PY0158'CREST OF SOAP HILL, ON THE CREST OF A RIDGE WEST OF THE HIGHWAY, AND
 PY0158'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PY0158
 PY0158                          STATION RECOVERY (1983)
 PY0158
 PY0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0605 ***********************************************************************
 PV0605  DESIGNATION -  15 GRS
 PV0605  PID         -  PV0605
 PV0605  STATE/COUNTY-  WY/CAMPBELL
 PV0605  USGS QUAD   -  HOMESTEAD DRAW SW (1971)
 PV0605
 PV0605                         *CURRENT SURVEY CONTROL
 PV0605  ___________________________________________________________________
 PV0605* NAD 83(1986)-  44 46 35.     (N)    105 41 11.     (W)     SCALED    
 PV0605* NAVD 88     -      1273.979  (meters)    4179.71   (feet)  POSTED    
 PV0605  ___________________________________________________________________
 PV0605  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 PV0605  DYNAMIC HT  -        1273.550 (meters)    4178.31  (feet)  COMP
 PV0605  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 PV0605
 PV0605  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0605
 PV0605.The horizontal coordinates were scaled from a topographic map and have
 PV0605.an estimated accuracy of +/- 6 seconds.
 PV0605
 PV0605.The orthometric height was determined by differential leveling
 PV0605.and adjusted by the National Geodetic Survey in 1992..
 PV0605.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0605.rate of 0.0 thru 1.0 mm/km.
 PV0605
 PV0605.The geoid height was determined by GEOID03.
 PV0605
 PV0605.The dynamic height is computed by dividing the NAVD 88
 PV0605.geopotential number by the normal gravity value computed on the
 PV0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0605.degrees latitude (g = 980.6199 gals.).
 PV0605
 PV0605.The modeled gravity was interpolated from observed gravity values.
 PV0605
 PV0605;                    North         East    Units  Estimated Accuracy
 PV0605;SPC WY E     -   475,150.      158,870.      MT  (+/- 180 meters Scaled)
 PV0605
 PV0605                          SUPERSEDED SURVEY CONTROL
 PV0605
 PV0605.No superseded survey control is available for this station.
 PV0605
 PV0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK456583(NAD 83)
 PV0605_MARKER: DB = BENCH MARK DISK
 PV0605_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0605_SP_SET: COPPER-CLAD STEEL ROD
 PV0605_STAMPING: 15 GRS 1971
 PV0605_MARK LOGO: USGS  
 PV0605_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0605+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0605
 PV0605  HISTORY     - Date     Condition        Report By
 PV0605  HISTORY     - 1971     MONUMENTED       USGS
 PV0605
 PV0605                          STATION DESCRIPTION
 PV0605
 PV0605'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0605'FROM THE RECLUSE, WYOMING POST OFFICE, PROCEED 2.8 MILES NORTH ALONG
 PV0605'BAY HORSE ROAD, 61 FEET NORTH AND 17 FEET WEST OF AND 1 FOOT LOWER
 PV0605'THAN A T-JUNCTION, 3 FEET NORTHWEST OF A FENCE CORNER, 3 FEET SOUTH
 PV0605'OF A TELEPHONE POLE, 1 FOOT WEST OF A WITNESS POST, SET IN A
 PV0605'COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0073 ***********************************************************************
 NR0073  DESIGNATION -  15 HA
 NR0073  PID         -  NR0073
 NR0073  STATE/COUNTY-  WY/CARBON
 NR0073  USGS QUAD   -  T B RANCH (1961)
 NR0073
 NR0073                         *CURRENT SURVEY CONTROL
 NR0073  ___________________________________________________________________
 NR0073* NAD 83(1986)-  42 07 16.     (N)    106 10 34.     (W)     SCALED    
 NR0073* NAVD 88     -      2104.065  (meters)    6903.09   (feet)  ADJUSTED  
 NR0073  ___________________________________________________________________
 NR0073  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 NR0073  DYNAMIC HT  -        2102.351 (meters)    6897.46  (feet)  COMP
 NR0073  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 NR0073
 NR0073  VERT ORDER  -  SECOND    CLASS 0
 NR0073
 NR0073.The horizontal coordinates were scaled from a topographic map and have
 NR0073.an estimated accuracy of +/- 6 seconds.
 NR0073
 NR0073.The orthometric height was determined by differential leveling
 NR0073.and adjusted by the National Geodetic Survey in June 1991..
 NR0073
 NR0073.The geoid height was determined by GEOID03.
 NR0073
 NR0073.The dynamic height is computed by dividing the NAVD 88
 NR0073.geopotential number by the normal gravity value computed on the
 NR0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0073.degrees latitude (g = 980.6199 gals.).
 NR0073
 NR0073.The modeled gravity was interpolated from observed gravity values.
 NR0073
 NR0073;                    North         East    Units  Estimated Accuracy
 NR0073;SPC WYEC     -   280,680.      495,690.      MT  (+/- 180 meters Scaled)
 NR0073
 NR0073                          SUPERSEDED SURVEY CONTROL
 NR0073
 NR0073  NGVD 29 (??/??/92) 2102.964  (m)         6899.47   (f) ADJ UNCH    2 0
 NR0073
 NR0073.Superseded values are not recommended for survey control.
 NR0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0073.See file dsdata.txt to determine how the superseded data were derived.
 NR0073
 NR0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG027638(NAD 83)
 NR0073_MARKER: DD = SURVEY DISK
 NR0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0073_STAMPING: 15 HA 1948
 NR0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0073+STABILITY: SURFACE MOTION
 NR0073
 NR0073  HISTORY     - Date     Condition        Report By
 NR0073  HISTORY     - 1948     MONUMENTED       USGS
 NR0073  HISTORY     - 1959     GOOD             NGS
 NR0073
 NR0073                          STATION DESCRIPTION
 NR0073
 NR0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0073'17.35 MI N FROM MEDICINE BOW.
 NR0073'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0073'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0073'A PAVED ROAD, THENCE ABOUT 2.8 MILES NORTH ALONG A DIRT ROAD, 46 FEET
 NR0073'WEST OF THE CENTER LINE OF THE ROAD, IN SECTION 22, R 78 W, T 25 N,
 NR0073'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NR0073'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0163 ***********************************************************************
 OV0163  DESIGNATION -  15 JR
 OV0163  PID         -  OV0163
 OV0163  STATE/COUNTY-  WY/FREMONT
 OV0163  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0163
 OV0163                         *CURRENT SURVEY CONTROL
 OV0163  ___________________________________________________________________
 OV0163* NAD 83(1986)-  43 27 31.     (N)    107 34 57.     (W)     SCALED    
 OV0163* NAVD 88     -      2015.240  (meters)    6611.67   (feet)  ADJUSTED  
 OV0163  ___________________________________________________________________
 OV0163  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 OV0163  DYNAMIC HT  -        2014.002 (meters)    6607.60  (feet)  COMP
 OV0163  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 OV0163
 OV0163  VERT ORDER  -  SECOND    CLASS 0
 OV0163
 OV0163.The horizontal coordinates were scaled from a topographic map and have
 OV0163.an estimated accuracy of +/- 6 seconds.
 OV0163
 OV0163.The orthometric height was determined by differential leveling
 OV0163.and adjusted by the National Geodetic Survey in June 1991..
 OV0163
 OV0163.The geoid height was determined by GEOID03.
 OV0163
 OV0163.The dynamic height is computed by dividing the NAVD 88
 OV0163.geopotential number by the normal gravity value computed on the
 OV0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0163.degrees latitude (g = 980.6199 gals.).
 OV0163
 OV0163.The modeled gravity was interpolated from observed gravity values.
 OV0163
 OV0163;                    North         East    Units  Estimated Accuracy
 OV0163;SPC WYWC     -   329,260.      694,480.      MT  (+/- 180 meters Scaled)
 OV0163
 OV0163                          SUPERSEDED SURVEY CONTROL
 OV0163
 OV0163  NGVD 29 (??/??/92) 2014.281  (m)         6608.52   (f) ADJ UNCH    2 0
 OV0163
 OV0163.Superseded values are not recommended for survey control.
 OV0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0163.See file dsdata.txt to determine how the superseded data were derived.
 OV0163
 OV0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ910149(NAD 83)
 OV0163_MARKER: DD = SURVEY DISK
 OV0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0163_STAMPING: 15 JR 1950 6608
 OV0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0163+STABILITY: SURFACE MOTION
 OV0163
 OV0163  HISTORY     - Date     Condition        Report By
 OV0163  HISTORY     - 1950     MONUMENTED       USGS
 OV0163  HISTORY     - 1966     GOOD             NGS
 OV0163
 OV0163                          STATION DESCRIPTION
 OV0163
 OV0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0163'17.05 MI NE FROM LYSITE.
 OV0163'17.05 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0163'AND QUINCY RAILROAD STATION AT LYSITE, AT THE CROSSING OF A
 OV0163'CATTLEGUARD, 24 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 19 1/2
 OV0163'FEET WEST OF THE WEST SIDE OF THE CATTLEGUARD, 9 1/2 FEET WEST OF A T
 OV0163'JUNCTION FENCE POST, 1.6 FEET SOUTH OF A FENCE, 1.2 FEET EAST OF A
 OV0163'WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 OV0163'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0918 ***********************************************************************
 PY0918  DESIGNATION -  15 MDC
 PY0918  PID         -  PY0918
 PY0918  STATE/COUNTY-  WY/TETON
 PY0918  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0918
 PY0918                         *CURRENT SURVEY CONTROL
 PY0918  ___________________________________________________________________
 PY0918* NAD 83(1986)-  44 34 32.     (N)    110 47 44.     (W)     SCALED    
 PY0918* NAVD 88     -      2198.586  (meters)    7213.19   (feet)  ADJUSTED  
 PY0918  ___________________________________________________________________
 PY0918  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY0918  DYNAMIC HT  -        2197.208 (meters)    7208.67  (feet)  COMP
 PY0918  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 PY0918
 PY0918  VERT ORDER  -  FIRST     CLASS II
 PY0918
 PY0918.The horizontal coordinates were scaled from a topographic map and have
 PY0918.an estimated accuracy of +/- 6 seconds.
 PY0918
 PY0918.The orthometric height was determined by differential leveling
 PY0918.and adjusted by the National Geodetic Survey in June 1991..
 PY0918.WARNING-Repeat measurements at this control monument indicate possible
 PY0918.vertical movement.
 PY0918
 PY0918.The geoid height was determined by GEOID03.
 PY0918
 PY0918.The dynamic height is computed by dividing the NAVD 88
 PY0918.geopotential number by the normal gravity value computed on the
 PY0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0918.degrees latitude (g = 980.6199 gals.).
 PY0918
 PY0918.The modeled gravity was interpolated from observed gravity values.
 PY0918
 PY0918;                    North         East    Units  Estimated Accuracy
 PY0918;SPC WY W     -   552,950.      743,430.      MT  (+/- 180 meters Scaled)
 PY0918
 PY0918                          SUPERSEDED SURVEY CONTROL
 PY0918
 PY0918  NGVD 29 (08/20/92) 2197.250  (m)         7208.81   (f) ADJUSTED    1 2
 PY0918
 PY0918.Superseded values are not recommended for survey control.
 PY0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0918.See file dsdata.txt to determine how the superseded data were derived.
 PY0918
 PY0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ162358(NAD 83)
 PY0918_MARKER: DB = BENCH MARK DISK
 PY0918_SETTING: 66 = SET IN ROCK OUTCROP
 PY0918_SP_SET: BEDROCK
 PY0918_STAMPING: 15 MDC 1977 7208
 PY0918_MARK LOGO: USGS  
 PY0918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0918+STABILITY: POSITION/ELEVATION WELL
 PY0918
 PY0918  HISTORY     - Date     Condition        Report By
 PY0918  HISTORY     - 1977     MONUMENTED       USGS
 PY0918  HISTORY     - 1987     GOOD             NGS
 PY0918
 PY0918                          STATION DESCRIPTION
 PY0918
 PY0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0918'11.9 KM (7.40 MI) SE FROM MADISON JUNCTION.
 PY0918'10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD FROM MADISON
 PY0918'JUNCTION, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG A SERVICE ROAD AND
 PY0918'MARY MOUNTAIN TRAIL TO A ROAD FORK ON THE RIGHT LEADING TO A GRAVEL
 PY0918'PIT, CEMENTED IN A DRILL HOLE IN A LARGE FLAT ROCK OUTCROP BETWEEN
 PY0918'THE ROAD AND NEZ PERCE CREEK EXTENDING FOR ABOUT 100 METERS, 36.6 M
 PY0918'(120.1 FT) WEST OF THE CENTER OF THE ROAD FORK, AND 6.7 M (22.0 FT)
 PY0918'NORTHWEST OF THE SERVICE ROAD CENTER.
 PY0918'THE MARK IS 0.3 M BELOW THE SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1001 ***********************************************************************
 PY1001  DESIGNATION -  15 MDC
 PY1001  PID         -  PY1001
 PY1001  STATE/COUNTY-  WY/PARK
 PY1001  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY1001
 PY1001                         *CURRENT SURVEY CONTROL
 PY1001  ___________________________________________________________________
 PY1001* NAD 83(1986)-  44 47 12.     (N)    110 27 09.     (W)     SCALED    
 PY1001* NAVD 88     -      2706.027  (meters)    8878.02   (feet)  ADJUSTED  
 PY1001  ___________________________________________________________________
 PY1001  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY1001  DYNAMIC HT  -        2704.176 (meters)    8871.95  (feet)  COMP
 PY1001  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 PY1001
 PY1001  VERT ORDER  -  FIRST     CLASS II
 PY1001
 PY1001.The horizontal coordinates were scaled from a topographic map and have
 PY1001.an estimated accuracy of +/- 6 seconds.
 PY1001
 PY1001.The orthometric height was determined by differential leveling
 PY1001.and adjusted by the National Geodetic Survey in June 1991..
 PY1001
 PY1001.The geoid height was determined by GEOID03.
 PY1001
 PY1001.The dynamic height is computed by dividing the NAVD 88
 PY1001.geopotential number by the normal gravity value computed on the
 PY1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1001.degrees latitude (g = 980.6199 gals.).
 PY1001
 PY1001.The modeled gravity was interpolated from observed gravity values.
 PY1001
 PY1001;                    North         East    Units  Estimated Accuracy
 PY1001;SPC WYWC     -   477,570.      465,270.      MT  (+/- 180 meters Scaled)
 PY1001
 PY1001                          SUPERSEDED SURVEY CONTROL
 PY1001
 PY1001  NGVD 29 (08/20/92) 2704.563  (m)         8873.22   (f) ADJUSTED    1 2
 PY1001
 PY1001.Superseded values are not recommended for survey control.
 PY1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1001.See file dsdata.txt to determine how the superseded data were derived.
 PY1001
 PY1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ433593(NAD 83)
 PY1001_MARKER: DB = BENCH MARK DISK
 PY1001_SETTING: 66 = SET IN ROCK OUTCROP
 PY1001_SP_SET: BEDROCK
 PY1001_STAMPING: 15 MDC 1976 8872
 PY1001_MARK LOGO: USGS  
 PY1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1001+STABILITY: POSITION/ELEVATION WELL
 PY1001
 PY1001  HISTORY     - Date     Condition        Report By
 PY1001  HISTORY     - 1976     MONUMENTED       USGS
 PY1001  HISTORY     - 1987     GOOD             NGS
 PY1001
 PY1001                          STATION DESCRIPTION
 PY1001
 PY1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1001'8.1 KM (5.05 MI) NORTH FROM CANYON VILLAGE.
 PY1001'8.1 KM (5.05 MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY1001'HIGHWAY FROM THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR
 PY1001'THE NORTH END OF A 10 BY 40 FOOT AREA OF OUTCROPPING BEDROCK, 0.2 KM
 PY1001'(0.10 MI) NORTH OF DUNRAVEN PASS PICNIC AREA, 21.4 M (70.2 FT) SOUTH
 PY1001'OF THE CENTER OF A MANHOLE COVER, 16.5 M (54.1 FT) NORTHEAST OF THE
 PY1001'SOUTH END OF A LOG GUARDRAIL, 11.0 M (36.1 FT) EAST OF THE CENTERLINE
 PY1001'OF THE HIGHWAY, AND 1.1 M (3.6 FT) SOUTH OF THE NORTH END OF THE
 PY1001'OUTCROP.
 PY1001'THE MARK IS 2.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0488 ***********************************************************************
 OU0488  DESIGNATION -  15 RGB
 OU0488  PID         -  OU0488
 OU0488  STATE/COUNTY-  WY/WESTON
 OU0488  USGS QUAD   -  PINEY CANYON NE (1971)
 OU0488
 OU0488                         *CURRENT SURVEY CONTROL
 OU0488  ___________________________________________________________________
 OU0488* NAD 83(1986)-  43 44 04.     (N)    105 00 02.     (W)     SCALED    
 OU0488* NAVD 88     -      1337.763  (meters)    4388.98   (feet)  POSTED    
 OU0488  ___________________________________________________________________
 OU0488  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 OU0488  DYNAMIC HT  -        1337.110 (meters)    4386.84  (feet)  COMP
 OU0488  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 OU0488
 OU0488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0488
 OU0488.The horizontal coordinates were scaled from a topographic map and have
 OU0488.an estimated accuracy of +/- 6 seconds.
 OU0488
 OU0488.The orthometric height was determined by differential leveling
 OU0488.and adjusted by the National Geodetic Survey in 1992..
 OU0488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0488.rate of 0.0 thru 1.0 mm/km.
 OU0488
 OU0488.The geoid height was determined by GEOID03.
 OU0488
 OU0488.The dynamic height is computed by dividing the NAVD 88
 OU0488.geopotential number by the normal gravity value computed on the
 OU0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0488.degrees latitude (g = 980.6199 gals.).
 OU0488
 OU0488.The modeled gravity was interpolated from observed gravity values.
 OU0488
 OU0488;                    North         East    Units  Estimated Accuracy
 OU0488;SPC WY E     -   359,260.      213,380.      MT  (+/- 180 meters Scaled)
 OU0488
 OU0488                          SUPERSEDED SURVEY CONTROL
 OU0488
 OU0488.No superseded survey control is available for this station.
 OU0488
 OU0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ999423(NAD 83)
 OU0488_MARKER: DB = BENCH MARK DISK
 OU0488_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0488_SP_SET: COPPER-CLAD STEEL ROD
 OU0488_STAMPING: 15 RGB 1971
 OU0488_MARK LOGO: USGS  
 OU0488_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0488+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0488
 OU0488  HISTORY     - Date     Condition        Report By
 OU0488  HISTORY     - 1971     MONUMENTED       USGS
 OU0488
 OU0488                          STATION DESCRIPTION
 OU0488
 OU0488'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0488'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0488'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0488'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0488'ROAD FORK, THENCE 15.2 MILES SOUTH TO A T-ROAD SOUTHEAST, THENCE 1.7
 OU0488'MILES SOUTHEAST TO A T-ROAD SOUTHWEST, THENCE 0.4 MILES SOUTH TO A
 OU0488'T-ROAD SOUTHWEST, THENCE 0.9 MILES SOUTHWEST TO A Y-ROAD, THENCE 2.8
 OU0488'MILES SOUTHEAST TO A THREE ROAD JUNCTION, ON THE SOUTHERN MOST ROAD
 OU0488'PROCEED 1.9 MILES SOUTH TO A Y-ROAD, THENCE 0.5 MILES SOUTHEAST TO A
 OU0488'ROAD JUNCTION AT THE CREST OF A SMALL RISE, 21 FEET SOUTH AND 22 FEET
 OU0488'WEST OF THE CROSSROADS.  OR, FROM CLARETON, WYOMING, PROCEED 13.7
 OU0488'MILES WEST ALONG STATE HIGHWAY 450, THENCE 4.2 MILES SOUTHWEST ALONG
 OU0488'PINEY CANYON ROAD TO A TRAIL NORTH, THENCE 4.9 MILES NORTH TO A
 OU0488'T-ROAD WEST, THENCE 1.3 MILES NORTH TO A ROAD JUNCTION, THENCE 0.8
 OU0488'MILES NORTHWEST TO A T-ROAD NORTH, THENCE 0.7 MILES NORTH AND EAST TO
 OU0488'A T-ROAD SOUTHEAST, THENCE 0.4 MILES EAST, APPROXIMATELY 2.0 MILES
 OU0488'WEST AND 6.2 MILES NORTH OF HARRY KEELINE RANCH AT THE CREST OF A
 OU0488'SMALL RISE, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0885 ***********************************************************************
 MR0885  DESIGNATION -  15 SC
 MR0885  PID         -  MR0885
 MR0885  STATE/COUNTY-  WY/LINCOLN
 MR0885  USGS QUAD   -  OPAL (1969)
 MR0885
 MR0885                         *CURRENT SURVEY CONTROL
 MR0885  ___________________________________________________________________
 MR0885* NAD 83(1986)-  41 48 13.     (N)    110 19 12.     (W)     SCALED    
 MR0885* NAVD 88     -      2031.351  (meters)    6664.52   (feet)  ADJUSTED  
 MR0885  ___________________________________________________________________
 MR0885  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 MR0885  DYNAMIC HT  -        2029.602 (meters)    6658.79  (feet)  COMP
 MR0885  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 MR0885
 MR0885  VERT ORDER  -  THIRD
 MR0885
 MR0885.The horizontal coordinates were scaled from a topographic map and have
 MR0885.an estimated accuracy of +/- 6 seconds.
 MR0885
 MR0885.The orthometric height was determined by differential leveling
 MR0885.and adjusted by the National Geodetic Survey in December 1993..
 MR0885
 MR0885.The geoid height was determined by GEOID03.
 MR0885
 MR0885.The dynamic height is computed by dividing the NAVD 88
 MR0885.geopotential number by the normal gravity value computed on the
 MR0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0885.degrees latitude (g = 980.6199 gals.).
 MR0885
 MR0885.The modeled gravity was interpolated from observed gravity values.
 MR0885
 MR0885;                    North         East    Units  Estimated Accuracy
 MR0885;SPC WY W     -   244,790.      780,330.      MT  (+/- 180 meters Scaled)
 MR0885
 MR0885                          SUPERSEDED SURVEY CONTROL
 MR0885
 MR0885.No superseded survey control is available for this station.
 MR0885
 MR0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM564281(NAD 83)
 MR0885_MARKER: DB = BENCH MARK DISK
 MR0885_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0885_SP_SET: COPPER-CLAD STEEL ROD
 MR0885_STAMPING: 15 SC 1969
 MR0885_MARK LOGO: USGS  
 MR0885_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0885+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0885
 MR0885  HISTORY     - Date     Condition        Report By
 MR0885  HISTORY     - 1969     MONUMENTED       USGS
 MR0885
 MR0885                          STATION DESCRIPTION
 MR0885
 MR0885'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0885'FROM OPAL, WYOMING RAILROAD STATION, PROCEED 2.7 MILES NORTH ALONG
 MR0885'STATE ROAD 1208, 98 FEET WESTERLY AND PERPENDICULAR TO THE HIGHWAY
 MR0885'AND 30 FEET SOUTHWEST OF A TRACK ROAD WEST, 2 FEET EAST OF A FENCE,
 MR0885'ENCASED IN AN 8 INCH TILE AND NEAR A STEEL FENCE POST AND SIGN, SET
 MR0885'IN A COPPER-CLAD STEEL ROD DRIVEN 3.5 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0505 ***********************************************************************
 OU0505  DESIGNATION -  15 SJS
 OU0505  PID         -  OU0505
 OU0505  STATE/COUNTY-  WY/CONVERSE
 OU0505  USGS QUAD   -  SPLIT HILL (1981)
 OU0505
 OU0505                         *CURRENT SURVEY CONTROL
 OU0505  ___________________________________________________________________
 OU0505* NAD 83(1986)-  43 08 14.     (N)    104 58 49.     (W)     SCALED    
 OU0505* NAVD 88     -      1344.133  (meters)    4409.88   (feet)  ADJUSTED  
 OU0505  ___________________________________________________________________
 OU0505  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 OU0505  DYNAMIC HT  -        1343.392 (meters)    4407.45  (feet)  COMP
 OU0505  MODELED GRAV-     980,022.7   (mgal)                       NAVD 88
 OU0505
 OU0505  VERT ORDER  -  THIRD
 OU0505
 OU0505.The horizontal coordinates were scaled from a topographic map and have
 OU0505.an estimated accuracy of +/- 6 seconds.
 OU0505
 OU0505.The orthometric height was determined by differential leveling
 OU0505.and adjusted by the National Geodetic Survey in December 1993..
 OU0505
 OU0505.The geoid height was determined by GEOID03.
 OU0505
 OU0505.The dynamic height is computed by dividing the NAVD 88
 OU0505.geopotential number by the normal gravity value computed on the
 OU0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0505.degrees latitude (g = 980.6199 gals.).
 OU0505
 OU0505.The modeled gravity was interpolated from observed gravity values.
 OU0505
 OU0505;                    North         East    Units  Estimated Accuracy
 OU0505;SPC WY E     -   292,910.      215,160.      MT  (+/- 180 meters Scaled)
 OU0505
 OU0505                          SUPERSEDED SURVEY CONTROL
 OU0505
 OU0505.No superseded survey control is available for this station.
 OU0505
 OU0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH016760(NAD 83)
 OU0505_MARKER: DB = BENCH MARK DISK
 OU0505_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0505+WITH SETTING: INFORMATION.
 OU0505_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0505_STAMPING: 15 SJS 1970
 OU0505_MARK LOGO: USGS  
 OU0505_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0505
 OU0505  HISTORY     - Date     Condition        Report By
 OU0505  HISTORY     - 1970     MONUMENTED       USGS
 OU0505
 OU0505                          STATION DESCRIPTION
 OU0505
 OU0505'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0505'FROM THE KETELSEN RANCH HEADQUARTERS, PROCEED 4.6 MILES (7.4 KM) SOUTH
 OU0505'ALONG THE ROAD TO DOUGLAS, WY, IN THE SW 1/4 OF S.36, T.37 N., R.68
 OU0505'W., 74 FEET (22.6 M) NORTH ALONG THE ROAD AND 32 FEET (9.8 M) WEST OF
 OU0505'THE ROAD FROM A ROAD FORK LEADING NORTHEAST, 2.7 FEET (0.8 M) HIGHER
 OU0505'THAN THE ROAD FORK, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND SET
 OU0505'ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0360 ***********************************************************************
 NS0360  DESIGNATION -  15 TET
 NS0360  PID         -  NS0360
 NS0360  STATE/COUNTY-  WY/SWEETWATER
 NS0360  USGS QUAD   -  BLUE FOREST (1980)
 NS0360
 NS0360                         *CURRENT SURVEY CONTROL
 NS0360  ___________________________________________________________________
 NS0360* NAD 83(1986)-  42 04 14.     (N)    109 55 09.     (W)     SCALED    
 NS0360* NAVD 88     -      1993.262  (meters)    6539.56   (feet)  ADJUSTED  
 NS0360  ___________________________________________________________________
 NS0360  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NS0360  DYNAMIC HT  -        1991.619 (meters)    6534.17  (feet)  COMP
 NS0360  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 NS0360
 NS0360  VERT ORDER  -  THIRD
 NS0360
 NS0360.The horizontal coordinates were scaled from a topographic map and have
 NS0360.an estimated accuracy of +/- 6 seconds.
 NS0360
 NS0360.The orthometric height was determined by differential leveling
 NS0360.and adjusted by the National Geodetic Survey in December 1993..
 NS0360
 NS0360.The geoid height was determined by GEOID03.
 NS0360
 NS0360.The dynamic height is computed by dividing the NAVD 88
 NS0360.geopotential number by the normal gravity value computed on the
 NS0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0360.degrees latitude (g = 980.6199 gals.).
 NS0360
 NS0360.The modeled gravity was interpolated from observed gravity values.
 NS0360
 NS0360;                    North         East    Units  Estimated Accuracy
 NS0360;SPC WYWC     -   175,080.      503,250.      MT  (+/- 180 meters Scaled)
 NS0360
 NS0360                          SUPERSEDED SURVEY CONTROL
 NS0360
 NS0360.No superseded survey control is available for this station.
 NS0360
 NS0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM894581(NAD 83)
 NS0360_MARKER: DB = BENCH MARK DISK
 NS0360_SETTING: 66 = SET IN ROCK OUTCROP
 NS0360_SP_SET: ROCK OUTCROP
 NS0360_STAMPING: 15 TET 1968
 NS0360_MARK LOGO: USGS  
 NS0360_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0360+STABILITY: POSITION/ELEVATION WELL
 NS0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0360+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0360
 NS0360  HISTORY     - Date     Condition        Report By
 NS0360  HISTORY     - 1968     MONUMENTED       USGS
 NS0360
 NS0360                          STATION DESCRIPTION
 NS0360
 NS0360'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0360'FROM A ROAD JUNCTION 0.3 MILES SOUTH FONTENELLE, WYOMING, PROCEED 3.7
 NS0360'MILES EAST AND NORTH OF A ROAD JUNCTION ALONG A COUNTY ROAD CROSSING
 NS0360'GREEN RIVER, THENCE 8.1 MILES GENERALLY NORTHEAST ALONG
 NS0360'LINCOLN-SWEETWATER ROAD (BLM ROAD NUMBER 4242) NEAR THE SOUTHWEST 1/4
 NS0360'CORNER OF SECTION 8/TOWNSHIP 24 NORTH/RANGE 110 WEST, ON THE EAST
 NS0360'SIDE OF A DRAIN 50 FEET NORTH AND 30 FEET EAST AND ABOUT 10 FEET
 NS0360'HIGHER THAN A TRAIL CROSSING, FLUSH IN BED ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0651 ***********************************************************************
 MP0651  DESIGNATION -  15 WR
 MP0651  PID         -  MP0651
 MP0651  STATE/COUNTY-  WY/CARBON
 MP0651  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0651
 MP0651                         *CURRENT SURVEY CONTROL
 MP0651  ___________________________________________________________________
 MP0651* NAD 83(1993)-  41 06 30.33581(N)    107 19 31.05244(W)     ADJUSTED  
 MP0651* NAVD 88     -      2382.5    (meters)    7817.     (feet)  VERTCON   
 MP0651  ___________________________________________________________________
 MP0651  LAPLACE CORR-          13.07  (seconds)                    DEFLEC99
 MP0651  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 MP0651
 MP0651  HORZ ORDER  -  THIRD
 MP0651  VERT ORDER  -  THIRD ? (See Below)
 MP0651
 MP0651.The horizontal coordinates were established by classical geodetic methods
 MP0651.and adjusted by the National Geodetic Survey in January 1997..
 MP0651
 MP0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0651.The vertical order pertains to the NGVD 29 superseded value.
 MP0651
 MP0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0651
 MP0651.The geoid height was determined by GEOID03.
 MP0651
 MP0651;                    North         East     Units Scale Factor Converg.
 MP0651;SPC WYEC     -   167,561.661   400,675.378   MT  0.99993751   +0 00 19.0
 MP0651;UTM  13      - 4,553,399.259   304,752.817   MT  1.00006920   -1 31 45.6
 MP0651
 MP0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0651!SPC WYEC     -   0.99962842  x   0.99993751  =   0.99956595
 MP0651!UTM  13      -   0.99962842  x   1.00006920  =   0.99969759
 MP0651
 MP0651:                Primary Azimuth Mark                     Grid Az
 MP0651:SPC WYEC     -  SAND ET                                  028 37 40.2
 MP0651:UTM  13      -  SAND ET                                  030 09 44.8
 MP0651
 MP0651|---------------------------------------------------------------------|
 MP0651| PID    Reference Object                     Distance      Geod. Az  |
 MP0651|                                                           dddmmss.s |
 MP0651| MP0649 SAND ET                             APPROX. 4.2 KM 0283759.2 |
 MP0651|---------------------------------------------------------------------|
 MP0651
 MP0651                          SUPERSEDED SURVEY CONTROL
 MP0651
 MP0651  NAD 83(1993)-  41 06 30.32947(N)    107 19 31.04236(W) AD(       ) 3
 MP0651  NAD 83(1986)-  41 06 30.32910(N)    107 19 31.04190(W) AD(       ) 3
 MP0651  NAD 27      -  41 06 30.45767(N)    107 19 28.82679(W) AD(       ) 3
 MP0651  NGVD 29 (07/19/86) 2381.2    (m)         7812.     (f) LEVELING    3  
 MP0651
 MP0651.Superseded values are not recommended for survey control.
 MP0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0651.See file dsdata.txt to determine how the superseded data were derived.
 MP0651
 MP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF0475353399(NAD 83)
 MP0651_MARKER: DD = SURVEY DISK
 MP0651_SETTING: 0 = UNSPECIFIED SETTING
 MP0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0651
 MP0651  HISTORY     - Date     Condition        Report By
 MP0651  HISTORY     - 1959     MONUMENTED       USGS
 MP0651
 MP0651                          STATION DESCRIPTION
 MP0651
 MP0651'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0651'SAVERY, 5.5 MI. N. AND 6.5 MI. E. OF, 1.0 MI. NW. OF TRAIL RANGER
 MP0651'STATION, IN SW. CORNER OF SEC. 8, T 13 N, R 88 W, 600 FT. SE. AND
 MP0651'54.4 FT. HIGHER THAN CENTERLINE OF CATTLEGUARD IN N-S. FENCE
 MP0651'(MEDICINE BOW NATIONAL FOREST BOUNDARY LINE), 128 FT. SW. OF RD.,
 MP0651'ON SUMMIT OF FLAT RIDGE RUNNING NS-EW.
 MP0651'
 MP0651'STATION MARK--STANDARD USGS TABLET, CEMENTED IN TOP OF CONCRETE
 MP0651'POST PROTRUDING 0.4 FT. ABOVE GROUND, STAMPED ---15 WR 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0306 ***********************************************************************
 NQ0306  DESIGNATION -  150.05
 NQ0306  PID         -  NQ0306
 NQ0306  STATE/COUNTY-  WY/CONVERSE
 NQ0306  USGS QUAD   -  DOUGLAS (1974)
 NQ0306
 NQ0306                         *CURRENT SURVEY CONTROL
 NQ0306  ___________________________________________________________________
 NQ0306* NAD 83(1986)-  42 46 34.     (N)    105 23 53.     (W)     SCALED    
 NQ0306* NAVD 88     -      1472.467  (meters)    4830.92   (feet)  ADJUSTED  
 NQ0306  ___________________________________________________________________
 NQ0306  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 NQ0306  DYNAMIC HT  -        1471.540 (meters)    4827.88  (feet)  COMP
 NQ0306  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 NQ0306
 NQ0306  VERT ORDER  -  FIRST     CLASS II
 NQ0306
 NQ0306.The horizontal coordinates were scaled from a topographic map and have
 NQ0306.an estimated accuracy of +/- 6 seconds.
 NQ0306
 NQ0306.The orthometric height was determined by differential leveling
 NQ0306.and adjusted by the National Geodetic Survey in June 1991..
 NQ0306
 NQ0306.The geoid height was determined by GEOID03.
 NQ0306
 NQ0306.The dynamic height is computed by dividing the NAVD 88
 NQ0306.geopotential number by the normal gravity value computed on the
 NQ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0306.degrees latitude (g = 980.6199 gals.).
 NQ0306
 NQ0306.The modeled gravity was interpolated from observed gravity values.
 NQ0306
 NQ0306;                    North         East    Units  Estimated Accuracy
 NQ0306;SPC WY E     -   252,810.      181,070.      MT  (+/- 180 meters Scaled)
 NQ0306
 NQ0306                          SUPERSEDED SURVEY CONTROL
 NQ0306
 NQ0306  NGVD 29 (??/??/92) 1471.60   (m)         4828.1    (f) COMPUTED    1 2
 NQ0306
 NQ0306.Superseded values are not recommended for survey control.
 NQ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0306.See file dsdata.txt to determine how the superseded data were derived.
 NQ0306
 NQ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH674360(NAD 83)
 NQ0306_MARKER: DB = BENCH MARK DISK
 NQ0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0306_SP_SET: CULVERT
 NQ0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0306
 NQ0306  HISTORY     - Date     Condition        Report By
 NQ0306  HISTORY     - UNK      MONUMENTED       CBQRR
 NQ0306  HISTORY     - 1934     GOOD             NGS
 NQ0306
 NQ0306                          STATION DESCRIPTION
 NQ0306
 NQ0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NQ0306'1.2 MI NW FROM DOUGLAS.
 NQ0306'ABOUT 1.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0306'RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY, ABOUT 275
 NQ0306'FEET WEST OF MILEPOST 150, AND ON THE TOP OF THE NORTH END OF A
 NQ0306'CONCRETE PIPE CULVERT.  THE TOP OF THE BELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0001 ***********************************************************************
 NS0001  DESIGNATION -  1523
 NS0001  PID         -  NS0001
 NS0001  STATE/COUNTY-  WY/FREMONT
 NS0001  USGS QUAD   -  ARAPAHOE (1978)
 NS0001
 NS0001                         *CURRENT SURVEY CONTROL
 NS0001  ___________________________________________________________________
 NS0001* NAD 83(1986)-  42 57 33.     (N)    108 29 42.     (W)     SCALED    
 NS0001* NAVD 88     -      1524.811  (meters)    5002.65   (feet)  ADJUSTED  
 NS0001  ___________________________________________________________________
 NS0001  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 NS0001  DYNAMIC HT  -        1523.809 (meters)    4999.36  (feet)  COMP
 NS0001  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 NS0001
 NS0001  VERT ORDER  -  FIRST     CLASS II
 NS0001
 NS0001.The horizontal coordinates were scaled from a topographic map and have
 NS0001.an estimated accuracy of +/- 6 seconds.
 NS0001
 NS0001.The orthometric height was determined by differential leveling
 NS0001.and adjusted by the National Geodetic Survey in June 1991..
 NS0001
 NS0001.The geoid height was determined by GEOID03.
 NS0001
 NS0001.The dynamic height is computed by dividing the NAVD 88
 NS0001.geopotential number by the normal gravity value computed on the
 NS0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0001.degrees latitude (g = 980.6199 gals.).
 NS0001
 NS0001.The modeled gravity was interpolated from observed gravity values.
 NS0001
 NS0001;                    North         East    Units  Estimated Accuracy
 NS0001;SPC WYWC     -   273,150.      620,810.      MT  (+/- 180 meters Scaled)
 NS0001
 NS0001                          SUPERSEDED SURVEY CONTROL
 NS0001
 NS0001  NGVD 29 (??/??/92) 1523.818  (m)         4999.39   (f) ADJ UNCH    1 2
 NS0001
 NS0001.Superseded values are not recommended for survey control.
 NS0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0001.See file dsdata.txt to determine how the superseded data were derived.
 NS0001
 NS0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN043593(NAD 83)
 NS0001_MARKER: R = RIVET
 NS0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NS0001_SP_SET: ABUTMENT
 NS0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0001
 NS0001  HISTORY     - Date     Condition        Report By
 NS0001  HISTORY     - UNK      MONUMENTED       CNWRR
 NS0001  HISTORY     - 1940     GOOD             NGS
 NS0001
 NS0001                          STATION DESCRIPTION
 NS0001
 NS0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NS0001'0.5 MI SW FROM ARAPAHOE.
 NS0001'ABOUT 1/2 MILE SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 NS0001'FROM THE STATION AT ARAPAHOE, FREMONT COUNTY, AT BRIDGE 1523, AND IN
 NS0001'THE TOP OF THE SOUTH END OF THE BACK WALL OF THE EAST ABUTMENT.  A
 NS0001'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0070 ***********************************************************************
 NS0070  DESIGNATION -  1525
 NS0070  PID         -  NS0070
 NS0070  STATE/COUNTY-  WY/FREMONT
 NS0070  USGS QUAD   -  HUDSON (1978)
 NS0070
 NS0070                         *CURRENT SURVEY CONTROL
 NS0070  ___________________________________________________________________
 NS0070* NAD 83(1986)-  42 56 45.     (N)    108 30 36.     (W)     SCALED    
 NS0070* NAVD 88     -      1527.149  (meters)    5010.32   (feet)  ADJUSTED  
 NS0070  ___________________________________________________________________
 NS0070  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NS0070  DYNAMIC HT  -        1526.146 (meters)    5007.03  (feet)  COMP
 NS0070  MODELED GRAV-     979,911.2   (mgal)                       NAVD 88
 NS0070
 NS0070  VERT ORDER  -  FIRST     CLASS II
 NS0070
 NS0070.The horizontal coordinates were scaled from a topographic map and have
 NS0070.an estimated accuracy of +/- 6 seconds.
 NS0070
 NS0070.The orthometric height was determined by differential leveling
 NS0070.and adjusted by the National Geodetic Survey in June 1991..
 NS0070
 NS0070.The geoid height was determined by GEOID03.
 NS0070
 NS0070.The dynamic height is computed by dividing the NAVD 88
 NS0070.geopotential number by the normal gravity value computed on the
 NS0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0070.degrees latitude (g = 980.6199 gals.).
 NS0070
 NS0070.The modeled gravity was interpolated from observed gravity values.
 NS0070
 NS0070;                    North         East    Units  Estimated Accuracy
 NS0070;SPC WYWC     -   271,670.      619,590.      MT  (+/- 180 meters Scaled)
 NS0070
 NS0070                          SUPERSEDED SURVEY CONTROL
 NS0070
 NS0070  NGVD 29 (??/??/92) 1526.157  (m)         5007.07   (f) ADJ UNCH    1 2
 NS0070
 NS0070.Superseded values are not recommended for survey control.
 NS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0070.See file dsdata.txt to determine how the superseded data were derived.
 NS0070
 NS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN031578(NAD 83)
 NS0070_MARKER: R = RIVET
 NS0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NS0070_SP_SET: PIER
 NS0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0070
 NS0070  HISTORY     - Date     Condition        Report By
 NS0070  HISTORY     - UNK      MONUMENTED       CNWRR
 NS0070  HISTORY     - 1940     GOOD             NGS
 NS0070
 NS0070                          STATION DESCRIPTION
 NS0070
 NS0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NS0070'1.8 MI SW FROM ARAPAHOE.
 NS0070'1.8 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NS0070'THE STATION AT ARAPAHOE, FREMONT COUNTY, AT BRIDGE 1525, AND IN THE
 NS0070'TOP OF THE SOUTH EDGE OF THE SOUTHEAST CYLINDRICAL PIER.  A STANDARD
 NS0070'DISK MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0065 ***********************************************************************
 NS0065  DESIGNATION -  1535
 NS0065  PID         -  NS0065
 NS0065  STATE/COUNTY-  WY/FREMONT
 NS0065  USGS QUAD   -  HUDSON (1978)
 NS0065
 NS0065                         *CURRENT SURVEY CONTROL
 NS0065  ___________________________________________________________________
 NS0065* NAD 83(1986)-  42 54 29.     (N)    108 35 13.     (W)     SCALED    
 NS0065* NAVD 88     -      1550.639  (meters)    5087.39   (feet)  ADJUSTED  
 NS0065  ___________________________________________________________________
 NS0065  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 NS0065  DYNAMIC HT  -        1549.620 (meters)    5084.04  (feet)  COMP
 NS0065  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 NS0065
 NS0065  VERT ORDER  -  FIRST     CLASS II
 NS0065
 NS0065.The horizontal coordinates were scaled from a topographic map and have
 NS0065.an estimated accuracy of +/- 6 seconds.
 NS0065
 NS0065.The orthometric height was determined by differential leveling
 NS0065.and adjusted by the National Geodetic Survey in June 1991..
 NS0065
 NS0065.The geoid height was determined by GEOID03.
 NS0065
 NS0065.The dynamic height is computed by dividing the NAVD 88
 NS0065.geopotential number by the normal gravity value computed on the
 NS0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0065.degrees latitude (g = 980.6199 gals.).
 NS0065
 NS0065.The modeled gravity was interpolated from observed gravity values.
 NS0065
 NS0065;                    North         East    Units  Estimated Accuracy
 NS0065;SPC WYWC     -   267,450.      613,320.      MT  (+/- 180 meters Scaled)
 NS0065
 NS0065                          SUPERSEDED SURVEY CONTROL
 NS0065
 NS0065  NGVD 29 (??/??/92) 1549.643  (m)         5084.12   (f) ADJ UNCH    1 2
 NS0065
 NS0065.Superseded values are not recommended for survey control.
 NS0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0065.See file dsdata.txt to determine how the superseded data were derived.
 NS0065
 NS0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN969534(NAD 83)
 NS0065_MARKER: R = RIVET
 NS0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NS0065_SP_SET: ABUTMENT
 NS0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0065+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 NS0065
 NS0065  HISTORY     - Date     Condition        Report By
 NS0065  HISTORY     - UNK      MONUMENTED       CNWRR
 NS0065  HISTORY     - 1940     GOOD             NGS
 NS0065  HISTORY     - 20060510 GOOD             TERRSV
 NS0065
 NS0065                          STATION DESCRIPTION
 NS0065
 NS0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NS0065'0.4 MI SW FROM HUDSON.
 NS0065'0.4 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NS0065'THE STATION AT HUDSON, FREMONT COUNTY, AT BRIDGE 1535 OVER NORTH FORK
 NS0065'POPO AGIE RIVER, AND IN THE TOP OF THE SOUTH END OF THE BACK WALL OF
 NS0065'THE EAST ABUTMENT.  A STANDARD MONEL-METAL RIVET.  NOTE-- IT WAS
 NS0065'REPORTED IN AUGUST 1941 THAT THIS MARK IS 1 MILE SOUTHWEST OF HUDSON.
 NS0065
 NS0065                          STATION RECOVERY (2006)
 NS0065
 NS0065'RECOVERY NOTE BY TERRA SURV 2006 (JVH)
 NS0065'THE MARK IS AT THE NW CORNER OF THE TOWN OF HUDSON. THE RAILROAD HAS
 NS0065' 
 NS0065'BEEN REMOVED. ABUTMENT IS INTACT. TO REACH FROM THE FIRE DEPARTMENT
 NS0065'AT 3RD STREET AND SR 789 IN HUDSON, GO WEST ON THIRD STREET FOR 1
 NS0065'SHORT BLOCK TO MISSOURI AVENUE. TURN RIGHT AND GO NORTH ON MISSOURI
 NS0065'AVENUE FOR FOUR BLOCKS TO THE RAILROAD GRADE. TURN LEFT AND GO WEST
 NS0065'FOR 0.1 MI ON THE RAILROAD GRADE TO THE ABUTMENT AND THE MARK ON THE
 NS0065' 
 NS0065'SOUTH END OF THE EAST ABUTMENT.
 NS0065' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0311 ***********************************************************************
 NQ0311  DESIGNATION -  154.95
 NQ0311  PID         -  NQ0311
 NQ0311  STATE/COUNTY-  WY/CONVERSE
 NQ0311  USGS QUAD   -  DOUGLAS (1974)
 NQ0311
 NQ0311                         *CURRENT SURVEY CONTROL
 NQ0311  ___________________________________________________________________
 NQ0311* NAD 83(1986)-  42 50 03.     (N)    105 26 43.     (W)     SCALED    
 NQ0311* NAVD 88     -      1484.584  (meters)    4870.67   (feet)  ADJUSTED  
 NQ0311  ___________________________________________________________________
 NQ0311  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NQ0311  DYNAMIC HT  -        1483.652 (meters)    4867.61  (feet)  COMP
 NQ0311  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 NQ0311
 NQ0311  VERT ORDER  -  FIRST     CLASS II
 NQ0311
 NQ0311.The horizontal coordinates were scaled from a topographic map and have
 NQ0311.an estimated accuracy of +/- 6 seconds.
 NQ0311
 NQ0311.The orthometric height was determined by differential leveling
 NQ0311.and adjusted by the National Geodetic Survey in June 1991..
 NQ0311
 NQ0311.The geoid height was determined by GEOID03.
 NQ0311
 NQ0311.The dynamic height is computed by dividing the NAVD 88
 NQ0311.geopotential number by the normal gravity value computed on the
 NQ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0311.degrees latitude (g = 980.6199 gals.).
 NQ0311
 NQ0311.The modeled gravity was interpolated from observed gravity values.
 NQ0311
 NQ0311;                    North         East    Units  Estimated Accuracy
 NQ0311;SPC WY E     -   259,270.      177,220.      MT  (+/- 180 meters Scaled)
 NQ0311
 NQ0311                          SUPERSEDED SURVEY CONTROL
 NQ0311
 NQ0311  NGVD 29 (??/??/92) 1483.71   (m)         4867.8    (f) COMPUTED    1 2
 NQ0311
 NQ0311.Superseded values are not recommended for survey control.
 NQ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0311.See file dsdata.txt to determine how the superseded data were derived.
 NQ0311
 NQ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH636424(NAD 83)
 NQ0311_MARKER: X = CHISELED CROSS
 NQ0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0311_SP_SET: CONCRETE SIPHON
 NQ0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0311
 NQ0311  HISTORY     - Date     Condition        Report By
 NQ0311  HISTORY     - UNK      MONUMENTED       CBQRR
 NQ0311  HISTORY     - 1934     GOOD             NGS
 NQ0311
 NQ0311                          STATION DESCRIPTION
 NQ0311
 NQ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NQ0311'6.1 MI NW FROM DOUGLAS.
 NQ0311'ABOUT 6.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0311'RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY, ABOUT 1.1
 NQ0311'MILES NORTHWEST OF THE STATION AT MORTON, ABOUT 290 FEET SOUTHEAST
 NQ0311'OF MILEPOST 155, AT THE NORTHWEST CORNER OF A CONCRETE IRRIGATION
 NQ0311'SIPHON, 35 FEET NORTHEAST OF THE TRACK, AND ON THE TOP OF THE
 NQ0311'INTAKE.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0312 ***********************************************************************
 NQ0312  DESIGNATION -  155.25
 NQ0312  PID         -  NQ0312
 NQ0312  STATE/COUNTY-  WY/CONVERSE
 NQ0312  USGS QUAD   -  DOUGLAS (1974)
 NQ0312
 NQ0312                         *CURRENT SURVEY CONTROL
 NQ0312  ___________________________________________________________________
 NQ0312* NAD 83(1986)-  42 50 18.     (N)    105 26 51.     (W)     SCALED    
 NQ0312* NAVD 88     -      1484.004  (meters)    4868.77   (feet)  ADJUSTED  
 NQ0312  ___________________________________________________________________
 NQ0312  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 NQ0312  DYNAMIC HT  -        1483.072 (meters)    4865.71  (feet)  COMP
 NQ0312  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 NQ0312
 NQ0312  VERT ORDER  -  FIRST     CLASS II
 NQ0312
 NQ0312.The horizontal coordinates were scaled from a topographic map and have
 NQ0312.an estimated accuracy of +/- 6 seconds.
 NQ0312
 NQ0312.The orthometric height was determined by differential leveling
 NQ0312.and adjusted by the National Geodetic Survey in June 1991..
 NQ0312
 NQ0312.The geoid height was determined by GEOID03.
 NQ0312
 NQ0312.The dynamic height is computed by dividing the NAVD 88
 NQ0312.geopotential number by the normal gravity value computed on the
 NQ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0312.degrees latitude (g = 980.6199 gals.).
 NQ0312
 NQ0312.The modeled gravity was interpolated from observed gravity values.
 NQ0312
 NQ0312;                    North         East    Units  Estimated Accuracy
 NQ0312;SPC WY E     -   259,730.      177,040.      MT  (+/- 180 meters Scaled)
 NQ0312
 NQ0312                          SUPERSEDED SURVEY CONTROL
 NQ0312
 NQ0312  NGVD 29 (??/??/92) 1483.13   (m)         4865.9    (f) COMPUTED    1 2
 NQ0312
 NQ0312.Superseded values are not recommended for survey control.
 NQ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0312.See file dsdata.txt to determine how the superseded data were derived.
 NQ0312
 NQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH634429(NAD 83)
 NQ0312_MARKER: DD = SURVEY DISK
 NQ0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0312_SP_SET: CONCRETE SIPHON
 NQ0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0312
 NQ0312  HISTORY     - Date     Condition        Report By
 NQ0312  HISTORY     - UNK      MONUMENTED       CBQRR
 NQ0312  HISTORY     - 1934     GOOD             NGS
 NQ0312
 NQ0312                          STATION DESCRIPTION
 NQ0312
 NQ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NQ0312'6.4 MI NW FROM DOUGLAS.
 NQ0312'ABOUT 6.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0312'RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY, ABOUT 1.4
 NQ0312'MILES NORTHWEST OF THE STATION AT MORTON, ABOUT 1,100 FEET
 NQ0312'NORTHWEST OF MILEPOST 155, AT THE EAST END OF A CONCRETE SIPHON,
 NQ0312'AND ON THE TOP OF A REINFORCING BAR WHICH PROTRUDES ABOUT 2 INCHES
 NQ0312'ABOVE THE CONCRETE.  THE TOP OF THE BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0446 ***********************************************************************
 OV0446  DESIGNATION -  16 ARD
 OV0446  PID         -  OV0446
 OV0446  STATE/COUNTY-  WY/NATRONA
 OV0446  USGS QUAD   -  SMITH FLATS (1978)
 OV0446
 OV0446                         *CURRENT SURVEY CONTROL
 OV0446  ___________________________________________________________________
 OV0446* NAD 83(1986)-  43 02 16.     (N)    106 36 10.     (W)     SCALED    
 OV0446* NAVD 88     -      1686.728  (meters)    5533.87   (feet)  POSTED    
 OV0446  ___________________________________________________________________
 OV0446  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 OV0446  DYNAMIC HT  -        1685.680 (meters)    5530.44  (feet)  COMP
 OV0446  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 OV0446
 OV0446  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0446
 OV0446.The horizontal coordinates were scaled from a topographic map and have
 OV0446.an estimated accuracy of +/- 6 seconds.
 OV0446
 OV0446.The orthometric height was determined by differential leveling
 OV0446.and adjusted by the National Geodetic Survey in 1992..
 OV0446.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0446.rate of 0.0 thru 1.0 mm/km.
 OV0446
 OV0446.The geoid height was determined by GEOID03.
 OV0446
 OV0446.The dynamic height is computed by dividing the NAVD 88
 OV0446.geopotential number by the normal gravity value computed on the
 OV0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0446.degrees latitude (g = 980.6199 gals.).
 OV0446
 OV0446.The modeled gravity was interpolated from observed gravity values.
 OV0446
 OV0446;                    North         East    Units  Estimated Accuracy
 OV0446;SPC WYEC     -   382,110.      459,530.      MT  (+/- 180 meters Scaled)
 OV0446
 OV0446                          SUPERSEDED SURVEY CONTROL
 OV0446
 OV0446  NGVD 29 (??/??/92) 1685.77   (m)         5530.7    (f) COMPUTED    3 0
 OV0446
 OV0446.Superseded values are not recommended for survey control.
 OV0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0446.See file dsdata.txt to determine how the superseded data were derived.
 OV0446
 OV0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH694662(NAD 83)
 OV0446_MARKER: DB = BENCH MARK DISK
 OV0446_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0446_SP_SET: COPPER-CLAD STEEL ROD
 OV0446_STAMPING: 16 ARD 1968
 OV0446_MARK LOGO: USGS  
 OV0446_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0446+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0446
 OV0446  HISTORY     - Date     Condition        Report By
 OV0446  HISTORY     - 1968     MONUMENTED       USGS
 OV0446
 OV0446                          STATION DESCRIPTION
 OV0446
 OV0446'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0446'FROM CASPER, WYOMING POST OFFICE, PROCEED 17 MILES WEST ALONG U.S.
 OV0446'HIGHWAY 20-26, THENCE 9.4 MILES NORTH ALONG PAVED COUNTY ROAD, 0.6
 OV0446'MILES EAST AND 1.3 MILES NORTH OF BUCKNUM, 300 FEET EAST OF THE
 OV0446'CENTERLINE OF THE ROAD, IN LINE WITH THE FENCE, 3.9 FEET HIGHER THAN
 OV0446'THE ROAD, 7 FEET SOUTH OF THE FENCE CORNER AND 1/4 CORNER S36/6
 OV0446'T35/36N R81W, 1 FOOT WEST OF THE FENCE, SET IN A COPPER-CLAD STEEL
 OV0446'ROD AND PROJECTING .01 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0493 ***********************************************************************
 OV0493  DESIGNATION -  16 CFD
 OV0493  PID         -  OV0493
 OV0493  STATE/COUNTY-  WY/NATRONA
 OV0493  USGS QUAD   -  TTT RANCH (1981)
 OV0493
 OV0493                         *CURRENT SURVEY CONTROL
 OV0493  ___________________________________________________________________
 OV0493* NAD 83(1986)-  43 37 11.     (N)    106 38 18.     (W)     SCALED    
 OV0493* NAVD 88     -      1463.535  (meters)    4801.61   (feet)  POSTED    
 OV0493  ___________________________________________________________________
 OV0493  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 OV0493  DYNAMIC HT  -        1462.780 (meters)    4799.14  (feet)  COMP
 OV0493  MODELED GRAV-     980,053.1   (mgal)                       NAVD 88
 OV0493
 OV0493  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0493
 OV0493.The horizontal coordinates were scaled from a topographic map and have
 OV0493.an estimated accuracy of +/- 6 seconds.
 OV0493
 OV0493.The orthometric height was determined by differential leveling
 OV0493.and adjusted by the National Geodetic Survey in 1992..
 OV0493.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0493.rate of 0.0 thru 1.0 mm/km.
 OV0493
 OV0493.The geoid height was determined by GEOID03.
 OV0493
 OV0493.The dynamic height is computed by dividing the NAVD 88
 OV0493.geopotential number by the normal gravity value computed on the
 OV0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0493.degrees latitude (g = 980.6199 gals.).
 OV0493
 OV0493.The modeled gravity was interpolated from observed gravity values.
 OV0493
 OV0493;                    North         East    Units  Estimated Accuracy
 OV0493;SPC WYEC     -   446,740.      456,100.      MT  (+/- 180 meters Scaled)
 OV0493
 OV0493                          SUPERSEDED SURVEY CONTROL
 OV0493
 OV0493  NGVD 29 (??/??/92) 1462.74   (m)         4799.0    (f) COMPUTED    3 0
 OV0493
 OV0493.Superseded values are not recommended for survey control.
 OV0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0493.See file dsdata.txt to determine how the superseded data were derived.
 OV0493
 OV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ678309(NAD 83)
 OV0493_MARKER: DB = BENCH MARK DISK
 OV0493_SETTING: 80 = SET IN A BOULDER
 OV0493_SP_SET: BOULDER
 OV0493_STAMPING: 16 CFD 1958
 OV0493_MARK LOGO: USGS  
 OV0493_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0493+STABILITY: SURFACE MOTION
 OV0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0493+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1968
 OV0493
 OV0493  HISTORY     - Date     Condition        Report By
 OV0493  HISTORY     - 1958     MONUMENTED       USGS
 OV0493  HISTORY     - 19680621 GOOD             USGS
 OV0493
 OV0493                          STATION DESCRIPTION
 OV0493
 OV0493'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0493'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTHEAST ALONG OLD U.S.
 OV0493'HIGHWAY 87 AND INTERSTATE 25, THENCE 2.5 MILES SOUTHWEST ALONG TTT
 OV0493'RANCH ROAD (LONE BEAR ROAD), 30 FEET WEST OF THE ROAD, 60 FEET
 OV0493'SOUTHWEST OF THE ROAD AT THE CURVE, IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0698 ***********************************************************************
 NQ0698  DESIGNATION -  16 DHW
 NQ0698  PID         -  NQ0698
 NQ0698  STATE/COUNTY-  WY/NIOBRARA
 NQ0698  USGS QUAD   -  SHEPHERDS POINT (1978)
 NQ0698
 NQ0698                         *CURRENT SURVEY CONTROL
 NQ0698  ___________________________________________________________________
 NQ0698* NAD 83(1986)-  42 58 15.     (N)    104 08 05.     (W)     SCALED    
 NQ0698* NAVD 88     -      1265.062  (meters)    4150.46   (feet)  ADJUSTED  
 NQ0698  ___________________________________________________________________
 NQ0698  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 NQ0698  DYNAMIC HT  -        1264.408 (meters)    4148.31  (feet)  COMP
 NQ0698  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 NQ0698
 NQ0698  VERT ORDER  -  THIRD
 NQ0698
 NQ0698.The horizontal coordinates were scaled from a topographic map and have
 NQ0698.an estimated accuracy of +/- 6 seconds.
 NQ0698
 NQ0698.The orthometric height was determined by differential leveling
 NQ0698.and adjusted by the National Geodetic Survey in June 1991..
 NQ0698
 NQ0698.The geoid height was determined by GEOID03.
 NQ0698
 NQ0698.The dynamic height is computed by dividing the NAVD 88
 NQ0698.geopotential number by the normal gravity value computed on the
 NQ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0698.degrees latitude (g = 980.6199 gals.).
 NQ0698
 NQ0698.The modeled gravity was interpolated from observed gravity values.
 NQ0698
 NQ0698;                    North         East    Units  Estimated Accuracy
 NQ0698;SPC WY E     -   274,930.      284,180.      MT  (+/- 180 meters Scaled)
 NQ0698
 NQ0698                          SUPERSEDED SURVEY CONTROL
 NQ0698
 NQ0698.No superseded survey control is available for this station.
 NQ0698
 NQ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH705579(NAD 83)
 NQ0698_MARKER: DB = BENCH MARK DISK
 NQ0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0698_SP_SET: COPPER-CLAD STEEL ROD
 NQ0698_STAMPING: 16 DHW 1974
 NQ0698_MARK LOGO: USGS  
 NQ0698_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0698+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0698
 NQ0698  HISTORY     - Date     Condition        Report By
 NQ0698  HISTORY     - 1974     MONUMENTED       USGS
 NQ0698
 NQ0698                          STATION DESCRIPTION
 NQ0698
 NQ0698'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0698'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 30.5 MILES
 NQ0698'WEST ALONG GRADED ROAD AND TRACK ROAD TO THE TOP OF A HILL, 1.04
 NQ0698'MILES WEST OF VERNON CHARD RANCH HOUSE, IN THE CENTER OF SECTION
 NQ0698'36/TOWNSHIP 35 NORTH/RANGE 61 WEST, 45 FEET NORTH OF THE ROAD, SET IN
 NQ0698'A COPPER-CLAD STEEL ROD DRIVEN 5 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0607 ***********************************************************************
 PV0607  DESIGNATION -  16 GRS
 PV0607  PID         -  PV0607
 PV0607  STATE/COUNTY-  WY/CAMPBELL
 PV0607  USGS QUAD   -  HOMESTEAD DRAW SW (1971)
 PV0607
 PV0607                         *CURRENT SURVEY CONTROL
 PV0607  ___________________________________________________________________
 PV0607* NAD 83(1986)-  44 46 58.     (N)    105 38 28.     (W)     SCALED    
 PV0607* NAVD 88     -      1266.963  (meters)    4156.69   (feet)  POSTED    
 PV0607  ___________________________________________________________________
 PV0607  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 PV0607  DYNAMIC HT  -        1266.540 (meters)    4155.31  (feet)  COMP
 PV0607  MODELED GRAV-     980,238.6   (mgal)                       NAVD 88
 PV0607
 PV0607  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0607
 PV0607.The horizontal coordinates were scaled from a topographic map and have
 PV0607.an estimated accuracy of +/- 6 seconds.
 PV0607
 PV0607.The orthometric height was determined by differential leveling
 PV0607.and adjusted by the National Geodetic Survey in 1992..
 PV0607.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0607.rate of 0.0 thru 1.0 mm/km.
 PV0607
 PV0607.The geoid height was determined by GEOID03.
 PV0607
 PV0607.The dynamic height is computed by dividing the NAVD 88
 PV0607.geopotential number by the normal gravity value computed on the
 PV0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0607.degrees latitude (g = 980.6199 gals.).
 PV0607
 PV0607.The modeled gravity was interpolated from observed gravity values.
 PV0607
 PV0607;                    North         East    Units  Estimated Accuracy
 PV0607;SPC WY E     -   475,840.      162,450.      MT  (+/- 180 meters Scaled)
 PV0607
 PV0607                          SUPERSEDED SURVEY CONTROL
 PV0607
 PV0607.No superseded survey control is available for this station.
 PV0607
 PV0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK492590(NAD 83)
 PV0607_MARKER: DB = BENCH MARK DISK
 PV0607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0607_SP_SET: COPPER-CLAD STEEL ROD
 PV0607_STAMPING: 16 GRS 1971
 PV0607_MARK LOGO: USGS  
 PV0607_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0607+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0607
 PV0607  HISTORY     - Date     Condition        Report By
 PV0607  HISTORY     - 1971     MONUMENTED       USGS
 PV0607
 PV0607                          STATION DESCRIPTION
 PV0607
 PV0607'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0607'FROM THE RECLUSE, WYOMING POST OFFICE, PROCEED 3.3 MILES NORTH ALONG
 PV0607'BAY HORSE ROAD TO A Y-JUNCTION, THENCE 1.9 MILES EAST ALONG THE RIGHT
 PV0607'FORK (BAY HORSE ROAD), 39 FEET NORTH AND 203 FEET EAST OF AND 7 FEET
 PV0607'HIGHER THAN A Y-JUNCTION, 88 FEET EAST OF THE CENTERLINE OF THE
 PV0607'DRIVEWAY, 39 FEET NORTH OF THE CENTERLINE OF THE ROAD, 0.5 FEET
 PV0607'SOUTHWEST OF A T-FENCE CORNER, SET IN A COPPER-CLAD STEEL ROD AND
 PV0607'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0075 ***********************************************************************
 NR0075  DESIGNATION -  16 HA
 NR0075  PID         -  NR0075
 NR0075  STATE/COUNTY-  WY/CARBON
 NR0075  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0075
 NR0075                         *CURRENT SURVEY CONTROL
 NR0075  ___________________________________________________________________
 NR0075* NAD 83(1986)-  42 08 28.     (N)    106 11 32.     (W)     SCALED    
 NR0075* NAVD 88     -      2094.272  (meters)    6870.96   (feet)  ADJUSTED  
 NR0075  ___________________________________________________________________
 NR0075  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 NR0075  DYNAMIC HT  -        2092.569 (meters)    6865.37  (feet)  COMP
 NR0075  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 NR0075
 NR0075  VERT ORDER  -  SECOND    CLASS 0
 NR0075
 NR0075.The horizontal coordinates were scaled from a topographic map and have
 NR0075.an estimated accuracy of +/- 6 seconds.
 NR0075
 NR0075.The orthometric height was determined by differential leveling
 NR0075.and adjusted by the National Geodetic Survey in June 1991..
 NR0075
 NR0075.The geoid height was determined by GEOID03.
 NR0075
 NR0075.The dynamic height is computed by dividing the NAVD 88
 NR0075.geopotential number by the normal gravity value computed on the
 NR0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0075.degrees latitude (g = 980.6199 gals.).
 NR0075
 NR0075.The modeled gravity was interpolated from observed gravity values.
 NR0075
 NR0075;                    North         East    Units  Estimated Accuracy
 NR0075;SPC WYEC     -   282,880.      494,330.      MT  (+/- 180 meters Scaled)
 NR0075
 NR0075                          SUPERSEDED SURVEY CONTROL
 NR0075
 NR0075  NGVD 29 (??/??/92) 2093.171  (m)         6867.35   (f) ADJ UNCH    2 0
 NR0075
 NR0075.Superseded values are not recommended for survey control.
 NR0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0075.See file dsdata.txt to determine how the superseded data were derived.
 NR0075
 NR0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG014661(NAD 83)
 NR0075_MARKER: DD = SURVEY DISK
 NR0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0075_STAMPING: 16 HA 1948
 NR0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0075+STABILITY: SURFACE MOTION
 NR0075
 NR0075  HISTORY     - Date     Condition        Report By
 NR0075  HISTORY     - 1948     MONUMENTED       USGS
 NR0075  HISTORY     - 1959     GOOD             NGS
 NR0075
 NR0075                          STATION DESCRIPTION
 NR0075
 NR0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0075'19.1 MI N FROM MEDICINE BOW.
 NR0075'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0075'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0075'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, AT THE
 NR0075'INTERSECTION OF A DIRT ROAD, 86 FEET SOUTH OF THE CENTER OF THE
 NR0075'INTERSECTION, IN SECTION 16, R 78 W, T 25 N, 68 FEET SOUTHWEST OF THE
 NR0075'CENTER LINE OF THE NORTHWEST-SOUTHEAST ROAD, 58 FEET SOUTHEAST OF THE
 NR0075'CENTER LINE OF THE NORTHEAST-SOUTHWEST ROAD, ABOUT LEVEL WITH THE
 NR0075'ROADS, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0162 ***********************************************************************
 OV0162  DESIGNATION -  16 JR
 OV0162  PID         -  OV0162
 OV0162  STATE/COUNTY-  WY/FREMONT
 OV0162  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0162
 OV0162                         *CURRENT SURVEY CONTROL
 OV0162  ___________________________________________________________________
 OV0162* NAD 83(1986)-  43 28 02.     (N)    107 34 37.     (W)     SCALED    
 OV0162* NAVD 88     -      2041.427  (meters)    6697.58   (feet)  ADJUSTED  
 OV0162  ___________________________________________________________________
 OV0162  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 OV0162  DYNAMIC HT  -        2040.178 (meters)    6693.48  (feet)  COMP
 OV0162  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 OV0162
 OV0162  VERT ORDER  -  SECOND    CLASS 0
 OV0162
 OV0162.The horizontal coordinates were scaled from a topographic map and have
 OV0162.an estimated accuracy of +/- 6 seconds.
 OV0162
 OV0162.The orthometric height was determined by differential leveling
 OV0162.and adjusted by the National Geodetic Survey in June 1991..
 OV0162
 OV0162.The geoid height was determined by GEOID03.
 OV0162
 OV0162.The dynamic height is computed by dividing the NAVD 88
 OV0162.geopotential number by the normal gravity value computed on the
 OV0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0162.degrees latitude (g = 980.6199 gals.).
 OV0162
 OV0162.The modeled gravity was interpolated from observed gravity values.
 OV0162
 OV0162;                    North         East    Units  Estimated Accuracy
 OV0162;SPC WYWC     -   330,230.      694,920.      MT  (+/- 180 meters Scaled)
 OV0162
 OV0162                          SUPERSEDED SURVEY CONTROL
 OV0162
 OV0162  NGVD 29 (??/??/92) 2040.476  (m)         6694.46   (f) ADJ UNCH    2 0
 OV0162
 OV0162.Superseded values are not recommended for survey control.
 OV0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0162.See file dsdata.txt to determine how the superseded data were derived.
 OV0162
 OV0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ915159(NAD 83)
 OV0162_MARKER: DD = SURVEY DISK
 OV0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0162_STAMPING: 16 JR 1950 6694
 OV0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0162+STABILITY: SURFACE MOTION
 OV0162
 OV0162  HISTORY     - Date     Condition        Report By
 OV0162  HISTORY     - 1950     MONUMENTED       USGS
 OV0162  HISTORY     - 1966     GOOD             NGS
 OV0162
 OV0162                          STATION DESCRIPTION
 OV0162
 OV0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0162'17.75 MI NE FROM LYSITE.
 OV0162'17.75 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0162'AND QUINCY RAILROAD STATION AT LYSITE, AT THE JUNCTION OF A BLADED
 OV0162'ROAD EAST, 39 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 25
 OV0162'1/2 FEET NORTH OF THE CENTER LINE OF THE BLADED ROAD, 1.3 FEET
 OV0162'NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 OV0162'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 OV0162'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0981 ***********************************************************************
 PY0981  DESIGNATION -  16 MDC
 PY0981  PID         -  PY0981
 PY0981  STATE/COUNTY-  WY/PARK
 PY0981  USGS QUAD   -  TOWER JUNCTION (1986)
 PY0981
 PY0981                         *CURRENT SURVEY CONTROL
 PY0981  ___________________________________________________________________
 PY0981* NAD 83(1986)-  44 54 06.     (N)    110 23 38.     (W)     SCALED    
 PY0981* NAVD 88     -      1988.234  (meters)    6523.06   (feet)  ADJUSTED  
 PY0981  ___________________________________________________________________
 PY0981  GEOID HEIGHT-          -8.42  (meters)                     GEOID03
 PY0981  DYNAMIC HT  -        1987.148 (meters)    6519.50  (feet)  COMP
 PY0981  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 PY0981
 PY0981  VERT ORDER  -  FIRST     CLASS II
 PY0981
 PY0981.The horizontal coordinates were scaled from a topographic map and have
 PY0981.an estimated accuracy of +/- 6 seconds.
 PY0981
 PY0981.The orthometric height was determined by differential leveling
 PY0981.and adjusted by the National Geodetic Survey in June 1991..
 PY0981
 PY0981.The geoid height was determined by GEOID03.
 PY0981
 PY0981.The dynamic height is computed by dividing the NAVD 88
 PY0981.geopotential number by the normal gravity value computed on the
 PY0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0981.degrees latitude (g = 980.6199 gals.).
 PY0981
 PY0981.The modeled gravity was interpolated from observed gravity values.
 PY0981
 PY0981;                    North         East    Units  Estimated Accuracy
 PY0981;SPC WYWC     -   490,250.      470,170.      MT  (+/- 180 meters Scaled)
 PY0981
 PY0981                          SUPERSEDED SURVEY CONTROL
 PY0981
 PY0981  NGVD 29 (08/20/92) 1986.984  (m)         6518.96   (f) ADJUSTED    1 2
 PY0981
 PY0981.Superseded values are not recommended for survey control.
 PY0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0981.See file dsdata.txt to determine how the superseded data were derived.
 PY0981
 PY0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ478722(NAD 83)
 PY0981_MARKER: DB = BENCH MARK DISK
 PY0981_SETTING: 80 = SET IN A BOULDER
 PY0981_SP_SET: BOULDER
 PY0981_STAMPING: 16 MDC 1977 6519
 PY0981_MARK LOGO: USGS  
 PY0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0981+STABILITY: SURFACE MOTION
 PY0981
 PY0981  HISTORY     - Date     Condition        Report By
 PY0981  HISTORY     - 1977     MONUMENTED       USGS
 PY0981  HISTORY     - 1987     GOOD             NGS
 PY0981
 PY0981                          STATION DESCRIPTION
 PY0981
 PY0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0981'2.8 KM (1.75 MI) SOUTH FROM TOWER JUNCTION.
 PY0981'2.8 KM (1.75 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0981'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE CENTER OF
 PY0981'A 6 BY 8 FOOT BOULDER THAT PROJECTS 36-INCHES, 18.0 M (59.1 FT)
 PY0981'SOUTHEAST OF THE NORTHWEST END OF A PARKING AREA FOR CALCITE SPRINGS
 PY0981'OVERLOOK, 11.1 M (36.4 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PY0981'HIGHWAY, AND 1.1 M (3.6 FT) EAST OF THE WEST EDGE OF THE BOULDER.
 PY0981'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1000 ***********************************************************************
 PY1000  DESIGNATION -  16 MDC
 PY1000  PID         -  PY1000
 PY1000  STATE/COUNTY-  WY/PARK
 PY1000  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY1000
 PY1000                         *CURRENT SURVEY CONTROL
 PY1000  ___________________________________________________________________
 PY1000* NAD 83(1986)-  44 47 28.     (N)    110 26 40.     (W)     SCALED    
 PY1000* NAVD 88     -      2684.241  (meters)    8806.55   (feet)  ADJUSTED  
 PY1000  ___________________________________________________________________
 PY1000  GEOID HEIGHT-          -8.49  (meters)                     GEOID03
 PY1000  DYNAMIC HT  -        2682.380 (meters)    8800.44  (feet)  COMP
 PY1000  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 PY1000
 PY1000  VERT ORDER  -  FIRST     CLASS II
 PY1000
 PY1000.The horizontal coordinates were scaled from a topographic map and have
 PY1000.an estimated accuracy of +/- 6 seconds.
 PY1000
 PY1000.The orthometric height was determined by differential leveling
 PY1000.and adjusted by the National Geodetic Survey in June 1991..
 PY1000
 PY1000.The geoid height was determined by GEOID03.
 PY1000
 PY1000.The dynamic height is computed by dividing the NAVD 88
 PY1000.geopotential number by the normal gravity value computed on the
 PY1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1000.degrees latitude (g = 980.6199 gals.).
 PY1000
 PY1000.The modeled gravity was interpolated from observed gravity values.
 PY1000
 PY1000;                    North         East    Units  Estimated Accuracy
 PY1000;SPC WYWC     -   478,050.      465,920.      MT  (+/- 180 meters Scaled)
 PY1000
 PY1000                          SUPERSEDED SURVEY CONTROL
 PY1000
 PY1000  NGVD 29 (08/20/92) 2682.748  (m)         8801.65   (f) ADJUSTED    1 2
 PY1000
 PY1000.Superseded values are not recommended for survey control.
 PY1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1000.See file dsdata.txt to determine how the superseded data were derived.
 PY1000
 PY1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ439598(NAD 83)
 PY1000_MARKER: DB = BENCH MARK DISK
 PY1000_SETTING: 66 = SET IN ROCK OUTCROP
 PY1000_SP_SET: BEDROCK
 PY1000_STAMPING: 16 MDC 1976 8801
 PY1000_MARK LOGO: USGS  
 PY1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1000+STABILITY: POSITION/ELEVATION WELL
 PY1000
 PY1000  HISTORY     - Date     Condition        Report By
 PY1000  HISTORY     - 1976     MONUMENTED       USGS
 PY1000  HISTORY     - 1987     GOOD             NGS
 PY1000
 PY1000                          STATION DESCRIPTION
 PY1000
 PY1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1000'9.3 KM (5.80 MI) NORTH FROM CANYON VILLAGE.
 PY1000'9.3 KM (5.80 MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY1000'HIGHWAY FROM THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR
 PY1000'THE NORTHWEST END OF A 3 BY 9 FOOT EXPOSED AREA OF BEDROCK IN A
 PY1000'HIGHWAY CUT, 33.2 M (108.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PY1000'HIGHWAY, 1.3 M (4.3 FT) NORTHEAST OF THE CENTER OF A SMALL STREAM,
 PY1000'AND 0.8 M (2.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE CUT.
 PY1000'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0487 ***********************************************************************
 OU0487  DESIGNATION -  16 RGB
 OU0487  PID         -  OU0487
 OU0487  STATE/COUNTY-  WY/WESTON
 OU0487  USGS QUAD   -  BUCK CREEK (1971)
 OU0487
 OU0487                         *CURRENT SURVEY CONTROL
 OU0487  ___________________________________________________________________
 OU0487* NAD 83(1986)-  43 45 31.     (N)    105 01 02.     (W)     SCALED    
 OU0487* NAVD 88     -      1351.515  (meters)    4434.10   (feet)  POSTED    
 OU0487  ___________________________________________________________________
 OU0487  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 OU0487  DYNAMIC HT  -        1350.860 (meters)    4431.95  (feet)  COMP
 OU0487  MODELED GRAV-     980,086.7   (mgal)                       NAVD 88
 OU0487
 OU0487  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0487
 OU0487.The horizontal coordinates were scaled from a topographic map and have
 OU0487.an estimated accuracy of +/- 6 seconds.
 OU0487
 OU0487.The orthometric height was determined by differential leveling
 OU0487.and adjusted by the National Geodetic Survey in 1992..
 OU0487.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0487.rate of 0.0 thru 1.0 mm/km.
 OU0487
 OU0487.The geoid height was determined by GEOID03.
 OU0487
 OU0487.The dynamic height is computed by dividing the NAVD 88
 OU0487.geopotential number by the normal gravity value computed on the
 OU0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0487.degrees latitude (g = 980.6199 gals.).
 OU0487
 OU0487.The modeled gravity was interpolated from observed gravity values.
 OU0487
 OU0487;                    North         East    Units  Estimated Accuracy
 OU0487;SPC WY E     -   361,940.      212,030.      MT  (+/- 180 meters Scaled)
 OU0487
 OU0487                          SUPERSEDED SURVEY CONTROL
 OU0487
 OU0487.No superseded survey control is available for this station.
 OU0487
 OU0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ986450(NAD 83)
 OU0487_MARKER: DB = BENCH MARK DISK
 OU0487_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0487_SP_SET: COPPER-CLAD STEEL ROD
 OU0487_STAMPING: 16 RGB 1971
 OU0487_MARK LOGO: USGS  
 OU0487_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0487+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0487
 OU0487  HISTORY     - Date     Condition        Report By
 OU0487  HISTORY     - 1971     MONUMENTED       USGS
 OU0487
 OU0487                          STATION DESCRIPTION
 OU0487
 OU0487'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0487'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0487'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0487'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0487'ROAD FORK, THENCE 15.2 MILES SOUTH TO A T-ROAD SOUTHEAST, THENCE 1.7
 OU0487'MILES SOUTHEAST TO A T-ROAD SOUTHWEST, THENCE 0.4 SOUTH MILES TO A
 OU0487'T-ROAD SOUTHWEST, THENCE 0.9 MILES SOUTHWEST TO A Y-ROAD, THENCE 2.8
 OU0487'MILES SOUTHEAST TO A THREE ROAD JUNCTION, ON THE SOUTHERN MOST ROAD
 OU0487'PROCEED 0.6 MILES SOUTH TO A SMALL RESERVOIR, 32.1 MILES SOUTH OF J.
 OU0487'JESSEN RANCH, 214 FEET SOUTHWEST AND 144 FEET NORTHWEST OF THE
 OU0487'CENTERLINE OF THE ROAD AT THE MIDDLE OF THE DAM, SET IN A COPPER-CLAD
 OU0487'STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0886 ***********************************************************************
 MR0886  DESIGNATION -  16 SC
 MR0886  PID         -  MR0886
 MR0886  STATE/COUNTY-  WY/LINCOLN
 MR0886  USGS QUAD   -  OPAL (1969)
 MR0886
 MR0886                         *CURRENT SURVEY CONTROL
 MR0886  ___________________________________________________________________
 MR0886* NAD 83(1986)-  41 46 50.     (N)    110 19 55.     (W)     SCALED    
 MR0886* NAVD 88     -      2074.773  (meters)    6806.98   (feet)  ADJUSTED  
 MR0886  ___________________________________________________________________
 MR0886  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MR0886  DYNAMIC HT  -        2072.988 (meters)    6801.13  (feet)  COMP
 MR0886  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 MR0886
 MR0886  VERT ORDER  -  THIRD
 MR0886
 MR0886.The horizontal coordinates were scaled from a topographic map and have
 MR0886.an estimated accuracy of +/- 6 seconds.
 MR0886
 MR0886.The orthometric height was determined by differential leveling
 MR0886.and adjusted by the National Geodetic Survey in December 1993..
 MR0886
 MR0886.The geoid height was determined by GEOID03.
 MR0886
 MR0886.The dynamic height is computed by dividing the NAVD 88
 MR0886.geopotential number by the normal gravity value computed on the
 MR0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0886.degrees latitude (g = 980.6199 gals.).
 MR0886
 MR0886.The modeled gravity was interpolated from observed gravity values.
 MR0886
 MR0886;                    North         East    Units  Estimated Accuracy
 MR0886;SPC WY W     -   242,240.      779,330.      MT  (+/- 180 meters Scaled)
 MR0886
 MR0886                          SUPERSEDED SURVEY CONTROL
 MR0886
 MR0886.No superseded survey control is available for this station.
 MR0886
 MR0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM555256(NAD 83)
 MR0886_MARKER: DB = BENCH MARK DISK
 MR0886_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0886_SP_SET: COPPER-CLAD STEEL ROD
 MR0886_STAMPING: 16 SC 1969
 MR0886_MARK LOGO: USGS  
 MR0886_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0886+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0886
 MR0886  HISTORY     - Date     Condition        Report By
 MR0886  HISTORY     - 1969     MONUMENTED       USGS
 MR0886
 MR0886                          STATION DESCRIPTION
 MR0886
 MR0886'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0886'FROM OPAL, WYOMING RAILROAD STATION, PROCEED 0.9 MILES NORTH ALONG
 MR0886'STATE ROAD 1208, 500 FEET NORTH OF A HILL TOP AND 40 FEET SOUTH AND
 MR0886'104 FEET WESTERLY AND 6 FEET HIGHER THAN THE HIGHWAY AT A ROAD
 MR0886'CROSSING, ENCASED IN AN 8 INCH TILE AND NEAR A STEEL FENCE POST AND
 MR0886'SIGN, SET IN A COPPER-CLAD STEEL ROD DRIVEN 5.0 FEET AND FLUSH WITH
 MR0886'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0506 ***********************************************************************
 OU0506  DESIGNATION -  16 SJS
 OU0506  PID         -  OU0506
 OU0506  STATE/COUNTY-  WY/CONVERSE
 OU0506  USGS QUAD   -  SPLIT HILL (1981)
 OU0506
 OU0506                         *CURRENT SURVEY CONTROL
 OU0506  ___________________________________________________________________
 OU0506* NAD 83(1986)-  43 07 58.     (N)    104 59 12.     (W)     SCALED    
 OU0506* NAVD 88     -      1347.913  (meters)    4422.28   (feet)  ADJUSTED  
 OU0506  ___________________________________________________________________
 OU0506  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 OU0506  DYNAMIC HT  -        1347.169 (meters)    4419.84  (feet)  COMP
 OU0506  MODELED GRAV-     980,021.8   (mgal)                       NAVD 88
 OU0506
 OU0506  VERT ORDER  -  THIRD
 OU0506
 OU0506.The horizontal coordinates were scaled from a topographic map and have
 OU0506.an estimated accuracy of +/- 6 seconds.
 OU0506
 OU0506.The orthometric height was determined by differential leveling
 OU0506.and adjusted by the National Geodetic Survey in December 1993..
 OU0506
 OU0506.The geoid height was determined by GEOID03.
 OU0506
 OU0506.The dynamic height is computed by dividing the NAVD 88
 OU0506.geopotential number by the normal gravity value computed on the
 OU0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0506.degrees latitude (g = 980.6199 gals.).
 OU0506
 OU0506.The modeled gravity was interpolated from observed gravity values.
 OU0506
 OU0506;                    North         East    Units  Estimated Accuracy
 OU0506;SPC WY E     -   292,420.      214,650.      MT  (+/- 180 meters Scaled)
 OU0506
 OU0506                          SUPERSEDED SURVEY CONTROL
 OU0506
 OU0506.No superseded survey control is available for this station.
 OU0506
 OU0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH010755(NAD 83)
 OU0506_MARKER: DB = BENCH MARK DISK
 OU0506_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0506+WITH SETTING: INFORMATION.
 OU0506_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0506_STAMPING: 16 SJS 1970
 OU0506_MARK LOGO: USGS  
 OU0506_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0506
 OU0506  HISTORY     - Date     Condition        Report By
 OU0506  HISTORY     - 1970     MONUMENTED       USGS
 OU0506
 OU0506                          STATION DESCRIPTION
 OU0506
 OU0506'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0506'FROM THE KETELSEN RANCH HEADQUARTERS, PROCEED 5.1 MILES (8.2 KM) SOUTH
 OU0506'ALONG THE ROAD TO DOUGLAS, WY, NEAR THE SOUTHEAST CORNER OF S.35,
 OU0506'T.37 N., R.68 W., 90 FEET (27.4 M) SOUTHWEST ALONG THE ROAD AND 42
 OU0506'FEET (12.8 M) WEST OF THE ROAD FROM A ROAD FORK LEADING WEST, LEVEL
 OU0506'WITH THE ROAD FORK, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND SET
 OU0506'ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0362 ***********************************************************************
 NS0362  DESIGNATION -  16 TET
 NS0362  PID         -  NS0362
 NS0362  STATE/COUNTY-  WY/SWEETWATER
 NS0362  USGS QUAD   -  BLUE FOREST (1980)
 NS0362
 NS0362                         *CURRENT SURVEY CONTROL
 NS0362  ___________________________________________________________________
 NS0362* NAD 83(1986)-  42 04 22.     (N)    109 57 41.     (W)     SCALED    
 NS0362* NAVD 88     -      2010.876  (meters)    6597.35   (feet)  ADJUSTED  
 NS0362  ___________________________________________________________________
 NS0362  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 NS0362  DYNAMIC HT  -        2009.201 (meters)    6591.85  (feet)  COMP
 NS0362  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 NS0362
 NS0362  VERT ORDER  -  THIRD
 NS0362
 NS0362.The horizontal coordinates were scaled from a topographic map and have
 NS0362.an estimated accuracy of +/- 6 seconds.
 NS0362
 NS0362.The orthometric height was determined by differential leveling
 NS0362.and adjusted by the National Geodetic Survey in December 1993..
 NS0362
 NS0362.The geoid height was determined by GEOID03.
 NS0362
 NS0362.The dynamic height is computed by dividing the NAVD 88
 NS0362.geopotential number by the normal gravity value computed on the
 NS0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0362.degrees latitude (g = 980.6199 gals.).
 NS0362
 NS0362.The modeled gravity was interpolated from observed gravity values.
 NS0362
 NS0362;                    North         East    Units  Estimated Accuracy
 NS0362;SPC WYWC     -   175,370.      499,760.      MT  (+/- 180 meters Scaled)
 NS0362
 NS0362                          SUPERSEDED SURVEY CONTROL
 NS0362
 NS0362.No superseded survey control is available for this station.
 NS0362
 NS0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM859583(NAD 83)
 NS0362_MARKER: DB = BENCH MARK DISK
 NS0362_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0362_SP_SET: COPPER-CLAD STEEL ROD
 NS0362_STAMPING: 16 TET 1968
 NS0362_MARK LOGO: USGS  
 NS0362_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0362+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0362
 NS0362  HISTORY     - Date     Condition        Report By
 NS0362  HISTORY     - 1968     MONUMENTED       USGS
 NS0362
 NS0362                          STATION DESCRIPTION
 NS0362
 NS0362'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0362'FROM A ROAD JUNCTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NS0362'3.7 MILES EAST AND NORTH OF A ROAD JUNCTION ALONG A COUNTY ROAD
 NS0362'CROSSING GREEN RIVER, THENCE 5.8 MILES GENERALLY NORTHEAST ALONG
 NS0362'LINCOLN-SWEETWATER ROAD (BLM ROAD NUMBER 4242) NEAR THE NORTHWEST 1/4
 NS0362'CORNER OF SECTION 12/TOWNSHIP 24 NORTH/RANGE 111 WEST, 0.3 MILES
 NS0362'SOUTHWEST OF A CONSPICUOUS ROCK CAIRN, 210 FEET EAST OF A TRACK ROAD
 NS0362'JUNCTION AND 45 FEET NORTH AND ABOUT THE SAME ELEVATION AS THE ROAD,
 NS0362'1 FOOT SOUTH OF A WITNESS POST, SET IN A COPPER-CLAD STEEL ROD AND
 NS0362'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0378 ***********************************************************************
 PW0378  DESIGNATION -  16 WDE
 PW0378  PID         -  PW0378
 PW0378  STATE/COUNTY-  WY/BIG HORN
 PW0378  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0378
 PW0378                         *CURRENT SURVEY CONTROL
 PW0378  ___________________________________________________________________
 PW0378* NAD 83(1986)-  44 35 05.     (N)    107 38 26.     (W)     SCALED    
 PW0378* NAVD 88     -      1797.470  (meters)    5897.20   (feet)  ADJUSTED  
 PW0378  ___________________________________________________________________
 PW0378  GEOID HEIGHT-          -9.33  (meters)                     GEOID03
 PW0378  DYNAMIC HT  -        1796.606 (meters)    5894.36  (feet)  COMP
 PW0378  MODELED GRAV-     980,072.1   (mgal)                       NAVD 88
 PW0378
 PW0378  VERT ORDER  -  SECOND    CLASS 0
 PW0378
 PW0378.The horizontal coordinates were scaled from a topographic map and have
 PW0378.an estimated accuracy of +/- 6 seconds.
 PW0378
 PW0378.The orthometric height was determined by differential leveling
 PW0378.and adjusted by the National Geodetic Survey in June 1991..
 PW0378
 PW0378.The geoid height was determined by GEOID03.
 PW0378
 PW0378.The dynamic height is computed by dividing the NAVD 88
 PW0378.geopotential number by the normal gravity value computed on the
 PW0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0378.degrees latitude (g = 980.6199 gals.).
 PW0378
 PW0378.The modeled gravity was interpolated from observed gravity values.
 PW0378
 PW0378;                    North         East    Units  Estimated Accuracy
 PW0378;SPC WYEC     -   553,760.      375,600.      MT  (+/- 180 meters Scaled)
 PW0378
 PW0378                          SUPERSEDED SURVEY CONTROL
 PW0378
 PW0378  NGVD 29 (??/??/92) 1796.559  (m)         5894.21   (f) ADJ UNCH    2 0
 PW0378
 PW0378.Superseded values are not recommended for survey control.
 PW0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0378.See file dsdata.txt to determine how the superseded data were derived.
 PW0378
 PW0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK903402(NAD 83)
 PW0378_MARKER: DD = SURVEY DISK
 PW0378_SETTING: 80 = SET IN A BOULDER
 PW0378_STAMPING: 16 WDE 1958 5894
 PW0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0378+STABILITY: SURFACE MOTION
 PW0378
 PW0378  HISTORY     - Date     Condition        Report By
 PW0378  HISTORY     - 1958     MONUMENTED       USGS
 PW0378  HISTORY     - 1966     GOOD             NGS
 PW0378  HISTORY     - 1977     GOOD             NGS
 PW0378
 PW0378                          STATION DESCRIPTION
 PW0378
 PW0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0378'9.9 MI NE FROM SHELL.
 PW0378'9.9 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0378'SHELL, AT A DIM PULLOUT, IN THE TOP OF A 6- BY 7-FOOT BOULDER
 PW0378'PROJECTING ABOUT 2 1/2 FEET, 63 FEET SOUTH OF THE CENTER LINE OF THE
 PW0378'HIGHWAY, 72 FEET SOUTHWEST OF THE CENTER OF THE SOUTH END OF AN
 PW0378'18-INCH PIPE CULVERT, 3.8 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT
 PW0378'6 1/2 FEET HIGHER THAN THE HIGHWAY.
 PW0378
 PW0378                          STATION RECOVERY (1977)
 PW0378
 PW0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PW0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0447 ***********************************************************************
 OV0447  DESIGNATION -  17 ARD
 OV0447  PID         -  OV0447
 OV0447  STATE/COUNTY-  WY/NATRONA
 OV0447  USGS QUAD   -  SMITH FLATS (1978)
 OV0447
 OV0447                         *CURRENT SURVEY CONTROL
 OV0447  ___________________________________________________________________
 OV0447* NAD 83(1986)-  43 03 31.     (N)    106 35 24.     (W)     SCALED    
 OV0447* NAVD 88     -      1664.858  (meters)    5462.12   (feet)  POSTED    
 OV0447  ___________________________________________________________________
 OV0447  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 OV0447  DYNAMIC HT  -        1663.820 (meters)    5458.72  (feet)  COMP
 OV0447  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 OV0447
 OV0447  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0447
 OV0447.The horizontal coordinates were scaled from a topographic map and have
 OV0447.an estimated accuracy of +/- 6 seconds.
 OV0447
 OV0447.The orthometric height was determined by differential leveling
 OV0447.and adjusted by the National Geodetic Survey in 1992..
 OV0447.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0447.rate of 0.0 thru 1.0 mm/km.
 OV0447
 OV0447.The geoid height was determined by GEOID03.
 OV0447
 OV0447.The dynamic height is computed by dividing the NAVD 88
 OV0447.geopotential number by the normal gravity value computed on the
 OV0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0447.degrees latitude (g = 980.6199 gals.).
 OV0447
 OV0447.The modeled gravity was interpolated from observed gravity values.
 OV0447
 OV0447;                    North         East    Units  Estimated Accuracy
 OV0447;SPC WYEC     -   384,430.      460,550.      MT  (+/- 180 meters Scaled)
 OV0447
 OV0447                          SUPERSEDED SURVEY CONTROL
 OV0447
 OV0447  NGVD 29 (??/??/92) 1663.90   (m)         5459.0    (f) COMPUTED    3 0
 OV0447
 OV0447.Superseded values are not recommended for survey control.
 OV0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0447.See file dsdata.txt to determine how the superseded data were derived.
 OV0447
 OV0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH705685(NAD 83)
 OV0447_MARKER: DB = BENCH MARK DISK
 OV0447_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0447_SP_SET: COPPER-CLAD STEEL ROD
 OV0447_STAMPING: 17 ARD 1968
 OV0447_MARK LOGO: USGS  
 OV0447_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0447+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0447
 OV0447  HISTORY     - Date     Condition        Report By
 OV0447  HISTORY     - 1968     MONUMENTED       USGS
 OV0447
 OV0447                          STATION DESCRIPTION
 OV0447
 OV0447'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0447'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0447'3.1 MILES NORTH ALONG PAVED COUNTY ROAD, 250 FEET WEST OF AND 0.1
 OV0447'FOOT HIGHER THAN THE CENTERLINE AT ROAD EAST, IN A PROJCETED LINE
 OV0447'WITH A WEST FENCE, 2.0 FEET WEST OF A FENCE CORNER, 1.0 FOOT SOUTH OF
 OV0447'THE FENCE, SET IN A COPPER-CLAD STEEL ROD AND PROJECTING .02 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0483 ***********************************************************************
 OV0483  DESIGNATION -  17 CFD
 OV0483  PID         -  OV0483
 OV0483  STATE/COUNTY-  WY/NATRONA
 OV0483  USGS QUAD   -  TTT RANCH (1981)
 OV0483
 OV0483                         *CURRENT SURVEY CONTROL
 OV0483  ___________________________________________________________________
 OV0483* NAD 83(1986)-  43 31 59.     (N)    106 41 19.     (W)     SCALED    
 OV0483* NAVD 88     -      1507.901  (meters)    4947.17   (feet)  POSTED    
 OV0483  ___________________________________________________________________
 OV0483  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 OV0483  DYNAMIC HT  -        1507.100 (meters)    4944.54  (feet)  COMP
 OV0483  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 OV0483
 OV0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0483
 OV0483.The horizontal coordinates were scaled from a topographic map and have
 OV0483.an estimated accuracy of +/- 6 seconds.
 OV0483
 OV0483.The orthometric height was determined by differential leveling
 OV0483.and adjusted by the National Geodetic Survey in 1992..
 OV0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0483.rate of 0.0 thru 1.0 mm/km.
 OV0483
 OV0483.The geoid height was determined by GEOID03.
 OV0483
 OV0483.The dynamic height is computed by dividing the NAVD 88
 OV0483.geopotential number by the normal gravity value computed on the
 OV0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0483.degrees latitude (g = 980.6199 gals.).
 OV0483
 OV0483.The modeled gravity was interpolated from observed gravity values.
 OV0483
 OV0483;                    North         East    Units  Estimated Accuracy
 OV0483;SPC WYEC     -   437,070.      452,110.      MT  (+/- 180 meters Scaled)
 OV0483
 OV0483                          SUPERSEDED SURVEY CONTROL
 OV0483
 OV0483  NGVD 29 (??/??/92) 1507.09   (m)         4944.5    (f) COMPUTED    3 0
 OV0483
 OV0483.Superseded values are not recommended for survey control.
 OV0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0483.See file dsdata.txt to determine how the superseded data were derived.
 OV0483
 OV0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ635213(NAD 83)
 OV0483_MARKER: DB = BENCH MARK DISK
 OV0483_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OV0483_SP_SET: PREFAB CONC. POST IN EARTH
 OV0483_STAMPING: 17 CFD 1958
 OV0483_MARK LOGO: USGS  
 OV0483_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0483+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1968
 OV0483
 OV0483  HISTORY     - Date     Condition        Report By
 OV0483  HISTORY     - 1958     MONUMENTED       USGS
 OV0483  HISTORY     - 19680620 GOOD             USGS
 OV0483
 OV0483                          STATION DESCRIPTION
 OV0483
 OV0483'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0483'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTHEAST ALONG OLD U.S.
 OV0483'HIGHWAY 87 AND INTERSTATE 25, THENCE 10.7 MILES SOUTH ALONG TTT RANCH
 OV0483'ROAD (LONE BEAR ROAD), 65 FEET WEST OF THE CENTERLINE OF THE ROAD AT
 OV0483'A CURVE, 1 FOOT EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0699 ***********************************************************************
 NQ0699  DESIGNATION -  17 DHW
 NQ0699  PID         -  NQ0699
 NQ0699  STATE/COUNTY-  WY/NIOBRARA
 NQ0699  USGS QUAD   -  SHEPHERDS POINT (1978)
 NQ0699
 NQ0699                         *CURRENT SURVEY CONTROL
 NQ0699  ___________________________________________________________________
 NQ0699* NAD 83(1986)-  42 58 45.     (N)    104 10 22.     (W)     SCALED    
 NQ0699* NAVD 88     -      1305.776  (meters)    4284.03   (feet)  ADJUSTED  
 NQ0699  ___________________________________________________________________
 NQ0699  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 NQ0699  DYNAMIC HT  -        1305.109 (meters)    4281.85  (feet)  COMP
 NQ0699  MODELED GRAV-     980,063.6   (mgal)                       NAVD 88
 NQ0699
 NQ0699  VERT ORDER  -  THIRD
 NQ0699
 NQ0699.The horizontal coordinates were scaled from a topographic map and have
 NQ0699.an estimated accuracy of +/- 6 seconds.
 NQ0699
 NQ0699.The orthometric height was determined by differential leveling
 NQ0699.and adjusted by the National Geodetic Survey in June 1991..
 NQ0699
 NQ0699.The geoid height was determined by GEOID03.
 NQ0699
 NQ0699.The dynamic height is computed by dividing the NAVD 88
 NQ0699.geopotential number by the normal gravity value computed on the
 NQ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0699.degrees latitude (g = 980.6199 gals.).
 NQ0699
 NQ0699.The modeled gravity was interpolated from observed gravity values.
 NQ0699
 NQ0699;                    North         East    Units  Estimated Accuracy
 NQ0699;SPC WY E     -   275,820.      281,070.      MT  (+/- 180 meters Scaled)
 NQ0699
 NQ0699                          SUPERSEDED SURVEY CONTROL
 NQ0699
 NQ0699.No superseded survey control is available for this station.
 NQ0699
 NQ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH674588(NAD 83)
 NQ0699_MARKER: DB = BENCH MARK DISK
 NQ0699_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0699_SP_SET: COPPER-CLAD STEEL ROD
 NQ0699_STAMPING: 17 DHW 1974
 NQ0699_MARK LOGO: USGS  
 NQ0699_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0699+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0699
 NQ0699  HISTORY     - Date     Condition        Report By
 NQ0699  HISTORY     - 1974     MONUMENTED       USGS
 NQ0699
 NQ0699                          STATION DESCRIPTION
 NQ0699
 NQ0699'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0699'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 32.9 MILES
 NQ0699'WEST ALONG GRADED ROAD AND TRACK ROAD TO NORTH-SOUTH ROAD, 3.4 MILES
 NQ0699'NORTHWEST OF VERNON CHARD RANCH HOUSE, AT SOUTHEAST 1/4 CORNER OF
 NQ0699'SECTION 27/TOWNSHIP 35 NORTH/RANGE 61 WEST, 535 FEET NORTHEAST OF THE
 NQ0699'ROAD JUNCTION AND 52 FEET NORTH OF THE ROAD, SET IN A COPPER-CLAD
 NQ0699'STEEL ROD DRIVEN 25 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0608 ***********************************************************************
 PV0608  DESIGNATION -  17 GRS
 PV0608  PID         -  PV0608
 PV0608  STATE/COUNTY-  WY/CAMPBELL
 PV0608  USGS QUAD   -  HOMESTEAD DRAW SW (1971)
 PV0608
 PV0608                         *CURRENT SURVEY CONTROL
 PV0608  ___________________________________________________________________
 PV0608* NAD 83(1986)-  44 48 06.     (N)    105 37 35.     (W)     SCALED    
 PV0608* NAVD 88     -      1267.830  (meters)    4159.54   (feet)  POSTED    
 PV0608  ___________________________________________________________________
 PV0608  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 PV0608  DYNAMIC HT  -        1267.400 (meters)    4158.13  (feet)  COMP
 PV0608  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 PV0608
 PV0608  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0608
 PV0608.The horizontal coordinates were scaled from a topographic map and have
 PV0608.an estimated accuracy of +/- 6 seconds.
 PV0608
 PV0608.The orthometric height was determined by differential leveling
 PV0608.and adjusted by the National Geodetic Survey in 1992..
 PV0608.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0608.rate of 0.0 thru 1.0 mm/km.
 PV0608
 PV0608.The geoid height was determined by GEOID03.
 PV0608
 PV0608.The dynamic height is computed by dividing the NAVD 88
 PV0608.geopotential number by the normal gravity value computed on the
 PV0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0608.degrees latitude (g = 980.6199 gals.).
 PV0608
 PV0608.The modeled gravity was interpolated from observed gravity values.
 PV0608
 PV0608;                    North         East    Units  Estimated Accuracy
 PV0608;SPC WY E     -   477,930.      163,630.      MT  (+/- 180 meters Scaled)
 PV0608
 PV0608                          SUPERSEDED SURVEY CONTROL
 PV0608
 PV0608.No superseded survey control is available for this station.
 PV0608
 PV0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK504611(NAD 83)
 PV0608_MARKER: DB = BENCH MARK DISK
 PV0608_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0608_SP_SET: COPPER-CLAD STEEL ROD
 PV0608_STAMPING: 17 GRS 1971
 PV0608_MARK LOGO: USGS  
 PV0608_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0608+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0608
 PV0608  HISTORY     - Date     Condition        Report By
 PV0608  HISTORY     - 1971     MONUMENTED       USGS
 PV0608
 PV0608                          STATION DESCRIPTION
 PV0608
 PV0608'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0608'FROM WESTON, WYOMING POST OFFICE PROCEED, 11.4 MILES NORTH ALONG
 PV0608'STATE HIGHWAY 59 TO A T-JUNCTION WITH ELK CREEK ROAD, THENCE 12.6
 PV0608'MILES WEST ALONG ELK CREEK ROAD TO THE JUNCTION OF ELK CREEK ROAD AND
 PV0608'BAY HORSE ROAD, 7.1 MILES NORTHEAST OF RECLUSE POST OFFICE ALONG BAY
 PV0608'HORSE ROAD, 5.5 MILES WEST ALONG ELK CREEK ROAD FROM FOUR CORNERS, AT
 PV0608'THE CENTER OF THE TRIANGLE FORMED BY THE 3 ROADS, 50 FEET NORTH OF
 PV0608'AND LEVEL WITH ELK CREED ROAD, 1 FOOT SOUTH OF A WITNESS POST, SET IN
 PV0608'A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0077 ***********************************************************************
 NR0077  DESIGNATION -  17 HA
 NR0077  PID         -  NR0077
 NR0077  STATE/COUNTY-  WY/CARBON
 NR0077  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0077
 NR0077                         *CURRENT SURVEY CONTROL
 NR0077  ___________________________________________________________________
 NR0077* NAD 83(1986)-  42 09 36.     (N)    106 10 49.     (W)     SCALED    
 NR0077* NAVD 88     -      2066.409  (meters)    6779.54   (feet)  ADJUSTED  
 NR0077  ___________________________________________________________________
 NR0077  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 NR0077  DYNAMIC HT  -        2064.735 (meters)    6774.05  (feet)  COMP
 NR0077  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 NR0077
 NR0077  VERT ORDER  -  SECOND    CLASS 0
 NR0077
 NR0077.The horizontal coordinates were scaled from a topographic map and have
 NR0077.an estimated accuracy of +/- 6 seconds.
 NR0077
 NR0077.The orthometric height was determined by differential leveling
 NR0077.and adjusted by the National Geodetic Survey in June 1991..
 NR0077
 NR0077.The geoid height was determined by GEOID03.
 NR0077
 NR0077.The dynamic height is computed by dividing the NAVD 88
 NR0077.geopotential number by the normal gravity value computed on the
 NR0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0077.degrees latitude (g = 980.6199 gals.).
 NR0077
 NR0077.The modeled gravity was interpolated from observed gravity values.
 NR0077
 NR0077;                    North         East    Units  Estimated Accuracy
 NR0077;SPC WYEC     -   284,990.      495,290.      MT  (+/- 180 meters Scaled)
 NR0077
 NR0077                          SUPERSEDED SURVEY CONTROL
 NR0077
 NR0077  NGVD 29 (??/??/92) 2065.311  (m)         6775.94   (f) ADJ UNCH    2 0
 NR0077
 NR0077.Superseded values are not recommended for survey control.
 NR0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0077.See file dsdata.txt to determine how the superseded data were derived.
 NR0077
 NR0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG024682(NAD 83)
 NR0077_MARKER: DD = SURVEY DISK
 NR0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0077_STAMPING: 17 HA 1948
 NR0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0077+STABILITY: SURFACE MOTION
 NR0077
 NR0077  HISTORY     - Date     Condition        Report By
 NR0077  HISTORY     - 1948     MONUMENTED       USGS
 NR0077  HISTORY     - 1959     GOOD             NGS
 NR0077
 NR0077                          STATION DESCRIPTION
 NR0077
 NR0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0077'20.65 MI N FROM MEDICINE BOW.
 NR0077'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0077'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0077'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0077'ABOUT 1.55 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 75 FEET EAST OF
 NR0077'THE CENTER LINE OF THE ROAD, IN SECTION 3, R 28 W, T 25 N, ABOUT 375
 NR0077'FEET SOUTH OF A 4-FOOT STEEL TUBULAR CULVERT ON MUDDY CREEK, 81 FEET
 NR0077'NORTHEAST OF THE EAST END OF THE NORTH ONE OF TWO STEEL TUBULAR
 NR0077'CULVERTS UNDER THE ROAD, ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND
 NR0077'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0510 ***********************************************************************
 MP0510  DESIGNATION -  17 JFM
 MP0510  PID         -  MP0510
 MP0510  STATE/COUNTY-  WY/ALBANY
 MP0510  USGS QUAD   -  BENGOUGH HILL (1982)
 MP0510
 MP0510                         *CURRENT SURVEY CONTROL
 MP0510  ___________________________________________________________________
 MP0510* NAD 83(1993)-  41 32 28.13486(N)    106 04 47.65966(W)     ADJUSTED  
 MP0510* NAVD 88     -      2356.04   (+/-2cm)    7729.8    (feet)  VERTCON   
 MP0510  ___________________________________________________________________
 MP0510  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 MP0510  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 MP0510
 MP0510  HORZ ORDER  -  THIRD
 MP0510  VERT ORDER  -  THIRD ? (See Below)
 MP0510
 MP0510.The horizontal coordinates were established by classical geodetic methods
 MP0510.and adjusted by the National Geodetic Survey in January 1997..
 MP0510
 MP0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0510.The vertical order pertains to the NGVD 29 superseded value.
 MP0510
 MP0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0510
 MP0510.The geoid height was determined by GEOID03.
 MP0510
 MP0510;                    North         East     Units Scale Factor Converg.
 MP0510;SPC WY E     -   116,019.545   123,800.714   MT  1.00000893   -0 36 20.3
 MP0510;UTM  13      - 4,599,395.487   409,924.522   MT  0.99969985   -0 42 58.3
 MP0510
 MP0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0510!SPC WY E     -   0.99963241  x   1.00000893  =   0.99964134
 MP0510!UTM  13      -   0.99963241  x   0.99969985  =   0.99933237
 MP0510
 MP0510:                Primary Azimuth Mark                     Grid Az
 MP0510:SPC WY E     -  STROUSS                                  161 12 44.1
 MP0510:UTM  13      -  STROUSS                                  161 19 22.1
 MP0510
 MP0510|---------------------------------------------------------------------|
 MP0510| PID    Reference Object                     Distance      Geod. Az  |
 MP0510|                                                           dddmmss.s |
 MP0510| MP0521 STROUSS                             APPROX. 6.8 KM 1603623.8 |
 MP0510|---------------------------------------------------------------------|
 MP0510
 MP0510                          SUPERSEDED SURVEY CONTROL
 MP0510
 MP0510  NAD 83(1986)-  41 32 28.12290(N)    106 04 47.65631(W) AD(       ) 3
 MP0510  NAD 27      -  41 32 28.23569(N)    106 04 45.62768(W) AD(       ) 3
 MP0510  NGVD 29 (07/19/86) 2354.81   (m)         7725.7    (f) LEVELING    3  
 MP0510
 MP0510.Superseded values are not recommended for survey control.
 MP0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0510.See file dsdata.txt to determine how the superseded data were derived.
 MP0510
 MP0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0992599395(NAD 83)
 MP0510_MARKER: DB = BENCH MARK DISK
 MP0510_SETTING: 0 = UNSPECIFIED SETTING
 MP0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0510
 MP0510  HISTORY     - Date     Condition        Report By
 MP0510  HISTORY     - 1953     MONUMENTED       USGS
 MP0510
 MP0510                          STATION DESCRIPTION
 MP0510
 MP0510'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0510'STATION IS LOCATED ABOUT 36 MI. (AIRLINE) NW. OF LARAMIE, ON THE
 MP0510'EDGE OF A GRASS COVERED, ROCKY MESA, IN THE SW. CORNER OF SEC. 8,
 MP0510'T 18 N, R 77 W.
 MP0510'
 MP0510'TO REACH FROM LARAMIE POST OFFICE, GO W. 7.0 MI. ON STATE HIGHWAY
 MP0510'130 TO A RD. FORK, TURN RIGHT (N.) AND FOLLOW BLACK TOP RD. 6.7
 MP0510'MI. TO END OF BLACK TOP, CONTINUE ON MAIN TRAVELED, GRADED RD. 19.8
 MP0510'MI. TO CATTLEGUARD ON AN E-W. FENCE LINE.  RD. TURNS NW. AT THIS
 MP0510'POINT, LEAVE RD., GO N. 0.1 MI. TO EDGE OF MESA AND STATION.
 MP0510'
 MP0510'STATION MARK--STANDARD USGS BENCH MARK TABLET, STAMPED ---17 JFM
 MP0510'1953---.
 MP0510'
 MP0510'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0161 ***********************************************************************
 OV0161  DESIGNATION -  17 JR
 OV0161  PID         -  OV0161
 OV0161  STATE/COUNTY-  WY/FREMONT
 OV0161  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0161
 OV0161                         *CURRENT SURVEY CONTROL
 OV0161  ___________________________________________________________________
 OV0161* NAD 83(1986)-  43 28 34.     (N)    107 34 27.     (W)     SCALED    
 OV0161* NAVD 88     -      2051.435  (meters)    6730.42   (feet)  ADJUSTED  
 OV0161  ___________________________________________________________________
 OV0161  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 OV0161  DYNAMIC HT  -        2050.185 (meters)    6726.32  (feet)  COMP
 OV0161  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 OV0161
 OV0161  VERT ORDER  -  SECOND    CLASS 0
 OV0161
 OV0161.The horizontal coordinates were scaled from a topographic map and have
 OV0161.an estimated accuracy of +/- 6 seconds.
 OV0161
 OV0161.The orthometric height was determined by differential leveling
 OV0161.and adjusted by the National Geodetic Survey in June 1991..
 OV0161
 OV0161.The geoid height was determined by GEOID03.
 OV0161
 OV0161.The dynamic height is computed by dividing the NAVD 88
 OV0161.geopotential number by the normal gravity value computed on the
 OV0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0161.degrees latitude (g = 980.6199 gals.).
 OV0161
 OV0161.The modeled gravity was interpolated from observed gravity values.
 OV0161
 OV0161;                    North         East    Units  Estimated Accuracy
 OV0161;SPC WYWC     -   331,220.      695,130.      MT  (+/- 180 meters Scaled)
 OV0161
 OV0161                          SUPERSEDED SURVEY CONTROL
 OV0161
 OV0161  NGVD 29 (??/??/92) 2050.488  (m)         6727.31   (f) ADJ UNCH    2 0
 OV0161
 OV0161.Superseded values are not recommended for survey control.
 OV0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0161.See file dsdata.txt to determine how the superseded data were derived.
 OV0161
 OV0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ918169(NAD 83)
 OV0161_MARKER: DD = SURVEY DISK
 OV0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0161_STAMPING: 17 JR 1950
 OV0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0161+STABILITY: SURFACE MOTION
 OV0161
 OV0161  HISTORY     - Date     Condition        Report By
 OV0161  HISTORY     - 1950     MONUMENTED       USGS
 OV0161  HISTORY     - 1966     GOOD             NGS
 OV0161
 OV0161                          STATION DESCRIPTION
 OV0161
 OV0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0161'18.4 MI NE FROM LYSITE.
 OV0161'18.4 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0161'AND QUINCY RAILROAD STATION AT LYSITE, AT THE JUNCTION OF A DIRT ROAD
 OV0161'NORTHWEST, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 23 FEET
 OV0161'NORTHEAST OF THE CENTER LINE OF THE ROAD NORTHWEST, 1.4 FEET SOUTH OF
 OV0161'A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP
 OV0161'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0979 ***********************************************************************
 PY0979  DESIGNATION -  17 MDC
 PY0979  PID         -  PY0979
 PY0979  STATE/COUNTY-  WY/PARK
 PY0979  USGS QUAD   -  TOWER JUNCTION (1986)
 PY0979
 PY0979                         *CURRENT SURVEY CONTROL
 PY0979  ___________________________________________________________________
 PY0979* NAD 83(1986)-  44 54 52.     (N)    110 24 38.     (W)     SCALED    
 PY0979* NAVD 88     -      1914.873  (meters)    6282.38   (feet)  ADJUSTED  
 PY0979  ___________________________________________________________________
 PY0979  GEOID HEIGHT-          -8.42  (meters)                     GEOID03
 PY0979  DYNAMIC HT  -        1913.845 (meters)    6279.01  (feet)  COMP
 PY0979  MODELED GRAV-     980,012.0   (mgal)                       NAVD 88
 PY0979
 PY0979  VERT ORDER  -  FIRST     CLASS II
 PY0979
 PY0979.The horizontal coordinates were scaled from a topographic map and have
 PY0979.an estimated accuracy of +/- 6 seconds.
 PY0979
 PY0979.The orthometric height was determined by differential leveling
 PY0979.and adjusted by the National Geodetic Survey in June 1991..
 PY0979
 PY0979.The geoid height was determined by GEOID03.
 PY0979
 PY0979.The dynamic height is computed by dividing the NAVD 88
 PY0979.geopotential number by the normal gravity value computed on the
 PY0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0979.degrees latitude (g = 980.6199 gals.).
 PY0979
 PY0979.The modeled gravity was interpolated from observed gravity values.
 PY0979
 PY0979;                    North         East    Units  Estimated Accuracy
 PY0979;SPC WYWC     -   491,700.      468,880.      MT  (+/- 180 meters Scaled)
 PY0979
 PY0979                          SUPERSEDED SURVEY CONTROL
 PY0979
 PY0979  NGVD 29 (08/20/92) 1913.631  (m)         6278.30   (f) ADJUSTED    1 2
 PY0979
 PY0979.Superseded values are not recommended for survey control.
 PY0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0979.See file dsdata.txt to determine how the superseded data were derived.
 PY0979
 PY0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ465736(NAD 83)
 PY0979_MARKER: DB = BENCH MARK DISK
 PY0979_SETTING: 80 = SET IN A BOULDER
 PY0979_SP_SET: BOULDER
 PY0979_STAMPING: 17 MDC 1977 6278
 PY0979_MARK LOGO: USGS  
 PY0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0979+STABILITY: SURFACE MOTION
 PY0979
 PY0979  HISTORY     - Date     Condition        Report By
 PY0979  HISTORY     - 1977     MONUMENTED       USGS
 PY0979  HISTORY     - 1987     GOOD             NGS
 PY0979
 PY0979                          STATION DESCRIPTION
 PY0979
 PY0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0979'0.8 KM (0.50 MI) SOUTH FROM TOWER JUNCTION.
 PY0979'0.8 KM (0.50 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0979'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, IN A 8 BY 12 FOOT
 PY0979'GRANITE BOULDER THAT PROJECTS 46-INCHES ABOVE THE GROUND SURFACE,
 PY0979'27.1 M (88.9 FT) NORTHWEST OF THE NORTHWEST END OF A HIGHWAY PULLOUT,
 PY0979'AND 23.9 M (78.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 PY0979'HIGHWAY.
 PY0979'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0996 ***********************************************************************
 PY0996  DESIGNATION -  17 MDC
 PY0996  PID         -  PY0996
 PY0996  STATE/COUNTY-  WY/PARK
 PY0996  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0996
 PY0996                         *CURRENT SURVEY CONTROL
 PY0996  ___________________________________________________________________
 PY0996* NAD 83(1986)-  44 49 01.     (N)    110 27 02.     (W)     SCALED    
 PY0996* NAVD 88     -      2632.990  (meters)    8638.40   (feet)  ADJUSTED  
 PY0996  ___________________________________________________________________
 PY0996  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0996  DYNAMIC HT  -        2631.185 (meters)    8632.48  (feet)  COMP
 PY0996  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 PY0996
 PY0996  VERT ORDER  -  FIRST     CLASS II
 PY0996
 PY0996.The horizontal coordinates were scaled from a topographic map and have
 PY0996.an estimated accuracy of +/- 6 seconds.
 PY0996
 PY0996.The orthometric height was determined by differential leveling
 PY0996.and adjusted by the National Geodetic Survey in June 1991..
 PY0996
 PY0996.The geoid height was determined by GEOID03.
 PY0996
 PY0996.The dynamic height is computed by dividing the NAVD 88
 PY0996.geopotential number by the normal gravity value computed on the
 PY0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0996.degrees latitude (g = 980.6199 gals.).
 PY0996
 PY0996.The modeled gravity was interpolated from observed gravity values.
 PY0996
 PY0996;                    North         East    Units  Estimated Accuracy
 PY0996;SPC WYWC     -   480,930.      465,500.      MT  (+/- 180 meters Scaled)
 PY0996
 PY0996                          SUPERSEDED SURVEY CONTROL
 PY0996
 PY0996  NGVD 29 (08/20/92) 2631.502  (m)         8633.52   (f) ADJUSTED    1 2
 PY0996
 PY0996.Superseded values are not recommended for survey control.
 PY0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0996.See file dsdata.txt to determine how the superseded data were derived.
 PY0996
 PY0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ434627(NAD 83)
 PY0996_MARKER: DB = BENCH MARK DISK
 PY0996_SETTING: 80 = SET IN A BOULDER
 PY0996_SP_SET: BOULDER
 PY0996_STAMPING: 17 MDC 1976 8633
 PY0996_MARK LOGO: USGS  
 PY0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0996+STABILITY: SURFACE MOTION
 PY0996
 PY0996  HISTORY     - Date     Condition        Report By
 PY0996  HISTORY     - 1976     MONUMENTED       USGS
 PY0996  HISTORY     - 1987     GOOD             NGS
 PY0996
 PY0996                          STATION DESCRIPTION
 PY0996
 PY0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0996'12.7 KM (7.90 MI) NORTH FROM CANYON VILLAGE.
 PY0996'12.7 KM (7.90 MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0996'HIGHWAY FROM THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN A
 PY0996'3 BY 6 FOOT BOULDER THAT PROJECTS 12-INCHES ABOVE THE GROUND SURFACE,
 PY0996'ON THE NORTHWEST SLOPE OF A HILL, AT A HIGHWAY PULLOUT, 37.1 M (121.7
 PY0996'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 20.2 M (66.3 FT) NORTH
 PY0996'OF THE CENTER OF A TRAIL LEADING WEST TO A LOOKOUT POINT.
 PY0996'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0485 ***********************************************************************
 OU0485  DESIGNATION -  17 RGB
 OU0485  PID         -  OU0485
 OU0485  STATE/COUNTY-  WY/WESTON
 OU0485  USGS QUAD   -  BUCK CREEK (1971)
 OU0485
 OU0485                         *CURRENT SURVEY CONTROL
 OU0485  ___________________________________________________________________
 OU0485* NAD 83(1986)-  43 46 29.     (N)    105 02 56.     (W)     SCALED    
 OU0485* NAVD 88     -      1399.658  (meters)    4592.04   (feet)  POSTED    
 OU0485  ___________________________________________________________________
 OU0485  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 OU0485  DYNAMIC HT  -        1398.990 (meters)    4589.85  (feet)  COMP
 OU0485  MODELED GRAV-     980,089.9   (mgal)                       NAVD 88
 OU0485
 OU0485  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0485
 OU0485.The horizontal coordinates were scaled from a topographic map and have
 OU0485.an estimated accuracy of +/- 6 seconds.
 OU0485
 OU0485.The orthometric height was determined by differential leveling
 OU0485.and adjusted by the National Geodetic Survey in 1992..
 OU0485.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0485.rate of 0.0 thru 1.0 mm/km.
 OU0485
 OU0485.The geoid height was determined by GEOID03.
 OU0485
 OU0485.The dynamic height is computed by dividing the NAVD 88
 OU0485.geopotential number by the normal gravity value computed on the
 OU0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0485.degrees latitude (g = 980.6199 gals.).
 OU0485
 OU0485.The modeled gravity was interpolated from observed gravity values.
 OU0485
 OU0485;                    North         East    Units  Estimated Accuracy
 OU0485;SPC WY E     -   363,730.      209,480.      MT  (+/- 180 meters Scaled)
 OU0485
 OU0485                          SUPERSEDED SURVEY CONTROL
 OU0485
 OU0485.No superseded survey control is available for this station.
 OU0485
 OU0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ960468(NAD 83)
 OU0485_MARKER: DB = BENCH MARK DISK
 OU0485_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0485_SP_SET: COPPER-CLAD STEEL ROD
 OU0485_STAMPING: 17 RGB 1971
 OU0485_MARK LOGO: USGS  
 OU0485_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0485+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0485
 OU0485  HISTORY     - Date     Condition        Report By
 OU0485  HISTORY     - 1971     MONUMENTED       USGS
 OU0485
 OU0485                          STATION DESCRIPTION
 OU0485
 OU0485'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0485'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0485'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0485'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0485'ROAD FORK, THENCE 15.2 MILES SOUTH TO A T-ROAD SOUTHEAST, THENCE 1.7
 OU0485'MILES SOUTHEAST TO A T-ROAD SOUTHWEST, THENCE 0.4 MILES SOUTH TO A
 OU0485'T-ROAD SOUTHWEST, THENCE 0.9 MILES SOUTHWEST TO A Y-ROAD, THENCE 1.0
 OU0485'MILES SOUTHEAST TO A PIPELINE, 30 MILES SOUTH OF J. JESSEN RANCH,
 OU0485'105 FEET WEST ALONG PIPELINE FROM CENTERLINE OF THE ROAD, AT CREST OF
 OU0485'SMALL HILL, 3 FEET SOUTHEAST OF A WITNESS SIGN, SET IN A COPPER-CLAD
 OU0485'STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0507 ***********************************************************************
 OU0507  DESIGNATION -  17 SJS
 OU0507  PID         -  OU0507
 OU0507  STATE/COUNTY-  WY/CONVERSE
 OU0507  USGS QUAD   -  COLTER DRAW (1970)
 OU0507
 OU0507                         *CURRENT SURVEY CONTROL
 OU0507  ___________________________________________________________________
 OU0507* NAD 83(1986)-  43 07 32.     (N)    105 00 23.     (W)     SCALED    
 OU0507* NAVD 88     -      1354.919  (meters)    4445.26   (feet)  ADJUSTED  
 OU0507  ___________________________________________________________________
 OU0507  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 OU0507  DYNAMIC HT  -        1354.167 (meters)    4442.80  (feet)  COMP
 OU0507  MODELED GRAV-     980,018.5   (mgal)                       NAVD 88
 OU0507
 OU0507  VERT ORDER  -  THIRD
 OU0507
 OU0507.The horizontal coordinates were scaled from a topographic map and have
 OU0507.an estimated accuracy of +/- 6 seconds.
 OU0507
 OU0507.The orthometric height was determined by differential leveling
 OU0507.and adjusted by the National Geodetic Survey in December 1993..
 OU0507
 OU0507.The geoid height was determined by GEOID03.
 OU0507
 OU0507.The dynamic height is computed by dividing the NAVD 88
 OU0507.geopotential number by the normal gravity value computed on the
 OU0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0507.degrees latitude (g = 980.6199 gals.).
 OU0507
 OU0507.The modeled gravity was interpolated from observed gravity values.
 OU0507
 OU0507;                    North         East    Units  Estimated Accuracy
 OU0507;SPC WY E     -   291,610.      213,040.      MT  (+/- 180 meters Scaled)
 OU0507
 OU0507                          SUPERSEDED SURVEY CONTROL
 OU0507
 OU0507.No superseded survey control is available for this station.
 OU0507
 OU0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH994747(NAD 83)
 OU0507_MARKER: DB = BENCH MARK DISK
 OU0507_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0507+WITH SETTING: INFORMATION.
 OU0507_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0507_STAMPING: 17 SJS 1970
 OU0507_MARK LOGO: USGS  
 OU0507_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0507
 OU0507  HISTORY     - Date     Condition        Report By
 OU0507  HISTORY     - 1970     MONUMENTED       USGS
 OU0507
 OU0507                          STATION DESCRIPTION
 OU0507
 OU0507'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0507'FROM THE KETELSEN RANCH HEADQUARTERS, PROCEED 6.3 MILES (10.1 KM)
 OU0507'SOUTH ALONG THE ROAD TO DOUGLAS, WY, NEAR THE 1/4 CORNER BETWEEN S.2
 OU0507'AND S.3, T.36 N., R.68 W., APPROXIMATELY 1300 FEET (396.2 M) NORTH OF
 OU0507'LIGHTNING CREEK, 40 FEET (12.2 M) EAST OF A ROAD JUNCTION LEADING
 OU0507'WEST TO DOWNS RANCH, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND SET
 OU0507'ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0364 ***********************************************************************
 NS0364  DESIGNATION -  17 TET
 NS0364  PID         -  NS0364
 NS0364  STATE/COUNTY-  WY/SWEETWATER
 NS0364  USGS QUAD   -  BLUE FOREST (1980)
 NS0364
 NS0364                         *CURRENT SURVEY CONTROL
 NS0364  ___________________________________________________________________
 NS0364* NAD 83(1986)-  42 02 54.     (N)    109 58 53.     (W)     SCALED    
 NS0364* NAVD 88     -      1989.856  (meters)    6528.39   (feet)  ADJUSTED  
 NS0364  ___________________________________________________________________
 NS0364  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NS0364  DYNAMIC HT  -        1988.203 (meters)    6522.96  (feet)  COMP
 NS0364  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 NS0364
 NS0364  VERT ORDER  -  THIRD
 NS0364
 NS0364.The horizontal coordinates were scaled from a topographic map and have
 NS0364.an estimated accuracy of +/- 6 seconds.
 NS0364
 NS0364.The orthometric height was determined by differential leveling
 NS0364.and adjusted by the National Geodetic Survey in December 1993..
 NS0364
 NS0364.The geoid height was determined by GEOID03.
 NS0364
 NS0364.The dynamic height is computed by dividing the NAVD 88
 NS0364.geopotential number by the normal gravity value computed on the
 NS0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0364.degrees latitude (g = 980.6199 gals.).
 NS0364
 NS0364.The modeled gravity was interpolated from observed gravity values.
 NS0364
 NS0364;                    North         East    Units  Estimated Accuracy
 NS0364;SPC WYWC     -   172,680.      498,060.      MT  (+/- 180 meters Scaled)
 NS0364
 NS0364                          SUPERSEDED SURVEY CONTROL
 NS0364
 NS0364  NGVD 29 (??/??/92) 1988.51   (m)         6524.0    (f) COMPUTED    3 0
 NS0364
 NS0364.Superseded values are not recommended for survey control.
 NS0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0364.See file dsdata.txt to determine how the superseded data were derived.
 NS0364
 NS0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM842556(NAD 83)
 NS0364_MARKER: DB = BENCH MARK DISK
 NS0364_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0364_SP_SET: COPPER-CLAD STEEL ROD
 NS0364_STAMPING: 17 TET 1968
 NS0364_MARK LOGO: USGS  
 NS0364_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0364+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0364
 NS0364  HISTORY     - Date     Condition        Report By
 NS0364  HISTORY     - 1968     MONUMENTED       USGS
 NS0364
 NS0364                          STATION DESCRIPTION
 NS0364
 NS0364'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0364'FROM A ROAD JUNCTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NS0364'3.7 MILES EAST AND NORTH OF A ROAD JUNCTION ALONG COUNTY ROAD
 NS0364'CROSSING GREEN RIVER, THENCE 3.7 MILES GENERALLY NORTHEAST ALONG
 NS0364'LINCOLN-SWEETWATER ROAD (BLM ROAD NUMBER 4242) NEAR THE NORTHWEST 1/4
 NS0364'CORNER OF SECTION 23/TOWNSHIP 24 NORTH/RANGE 111 WEST, 31 FEET NORTH
 NS0364'AND ABOUT THE SAME ELEVATION OF THE ROAD, 1 FOOT SOUTH OF A WITNESS
 NS0364'POST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1288 ***********************************************************************
 MO1288  DESIGNATION -  174
 MO1288  PID         -  MO1288
 MO1288  STATE/COUNTY-  WY/ALBANY
 MO1288  USGS QUAD   -  JAMES LAKE (1978)
 MO1288
 MO1288                         *CURRENT SURVEY CONTROL
 MO1288  ___________________________________________________________________
 MO1288* NAD 83(1993)-  41 26 06.38900(N)    105 56 07.12103(W)     ADJUSTED  
 MO1288* NAVD 88     -      2231.26   (+/-2cm)    7320.4    (feet)  VERTCON   
 MO1288  ___________________________________________________________________
 MO1288  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 MO1288  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 MO1288
 MO1288  HORZ ORDER  -  THIRD
 MO1288  VERT ORDER  -  THIRD ? (See Below)
 MO1288
 MO1288.The horizontal coordinates were established by classical geodetic methods
 MO1288.and adjusted by the National Geodetic Survey in January 1997..
 MO1288
 MO1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1288.The vertical order pertains to the NGVD 29 superseded value.
 MO1288
 MO1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1288
 MO1288.The geoid height was determined by GEOID03.
 MO1288
 MO1288;                    North         East     Units Scale Factor Converg.
 MO1288;SPC WY E     -   104,125.494   135,760.857   MT  0.99998827   -0 30 31.3
 MO1288;SPC WYEC     -   204,783.755   516,840.085   MT  1.00010545   +0 55 31.0
 MO1288;UTM  13      - 4,587,482.115   421,858.005   MT  0.99967514   -0 37 08.4
 MO1288
 MO1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1288!SPC WY E     -   0.99965194  x   0.99998827  =   0.99964021
 MO1288!SPC WYEC     -   0.99965194  x   1.00010545  =   0.99975735
 MO1288!UTM  13      -   0.99965194  x   0.99967514  =   0.99932719
 MO1288
 MO1288|---------------------------------------------------------------------|
 MO1288| PID    Reference Object                     Distance      Geod. Az  |
 MO1288|                                                           dddmmss.s |
 MO1288| CP9424 174 RM 1                              8.419 METERS 12645     |
 MO1288| CP9423 174 AZ MK                                          1961656.2 |
 MO1288| CP9425 174 RM 2                             11.989 METERS 26910     |
 MO1288|---------------------------------------------------------------------|
 MO1288
 MO1288                          SUPERSEDED SURVEY CONTROL
 MO1288
 MO1288  NAD 83(1986)-  41 26 06.37566(N)    105 56 07.11919(W) AD(       ) 3
 MO1288  NAD 27      -  41 26 06.47500(N)    105 56 05.10200(W) AD(       ) 3
 MO1288  NGVD 29 (07/19/86) 2230.13   (m)         7316.7    (f) LEVELING    3  
 MO1288
 MO1288.Superseded values are not recommended for survey control.
 MO1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1288.See file dsdata.txt to determine how the superseded data were derived.
 MO1288
 MO1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF2185887482(NAD 83)
 MO1288_MARKER: DD = SURVEY DISK
 MO1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1288
 MO1288  HISTORY     - Date     Condition        Report By
 MO1288  HISTORY     - 1948     MONUMENTED       WYGS
 MO1288
 MO1288                          STATION DESCRIPTION
 MO1288
 MO1288'DESCRIBED BY WYOMING GEODETIC SURVEY 1948 (DHK)
 MO1288'THE STATION, A U.S. COAST AND GEODETIC SURVEY AND STATE
 MO1288'SURVEY DISK, IS LOCATED ABOUT 25 MILES AIR LINE NORTHWEST OF
 MO1288'LARAMIE, ABOUT 1,300 FEET NORTH AND 2,500 FEET EAST OF W.
 MO1288'1/4 COR. SEC. 21, T. 17 N., R. 76 W., ABOUT 0.5 MILE AIR LINE
 MO1288'EAST OF ROAD TO JAMES LAKE, 1,300 FEET NORTH OF AN EAST-WEST
 MO1288'FENCE LINE, IN OPEN COUNTRY, ON THE HIGHEST POINT OF A LOW,
 MO1288'FLAT-TOPPED, NORTHWEST-SOUTHEAST RIDGE, 9 FEET WEST OF A 4 X 4
 MO1288'WITNESS POST, SET IN TOP OF A 6 X 6 CONCRETE POST, PROJECTS
 MO1288'6 INCHES, STAMPED, 174.
 MO1288'
 MO1288'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MO1288'THE STATION, 19 FEET SOUTHEAST OF A 4 X 4 WITNESS POST, SET
 MO1288'FLUSH, STAMPED, 174 NO 1 1948.
 MO1288'
 MO1288'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MO1288'STATION, ON THE WEST SLOPE, SET FLUSH, STAMPED 174 NO 2 1948.
 MO1288'
 MO1288'THE AZIMUTH MARK, A U.S. COAST AND GEODETIC SURVEY AND STATE
 MO1288'SURVEY DISK, IS LOCATED 0.2 MILE SOUTH OF THE ROAD TO STATION,
 MO1288'27 PACES EAST OF A NORTH-SOUTH FENCE LINE, 3 FEET EAST OF A
 MO1288'4 X 4 WITNESS POST, SET IN TOP OF A 6 X 6 CONCRETE POST,
 MO1288'PROJECTS 6 INCHES, STAMPED, 173.
 MO1288'
 MO1288'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE
 MO1288'HIGHWAYS 130 AND 230 IN LARAMIE.  GO WESTERLY ON STATE HIGHWAYS
 MO1288'130 AND 230 FOR 2.1 MILES TO A FORK.  TAKE THE RIGHT FORK,
 MO1288'STATE HIGHWAY 130 AND GO NORTHWESTERLY FOR 4.6 MILES TO A
 MO1288'GRADED ROAD RIGHT AND A CATTLE GUARD CROSSING AT SIGN THE
 MO1288'CALIFORNIA CO.  TURN RIGHT (NORTH) AND FOLLOW THIS ROAD
 MO1288'NORTHERLY FOR 6.6 MILES TO WHERE THE MAIN GRADED ROAD TURNS
 MO1288'LEFT (WEST).  TURN LEFT AND FOLLOW THIS ROAD WEST FOR 5.0
 MO1288'MILES TO A FORK ON THE SLOPE OF A HILL.  TAKE THE RIGHT FORK
 MO1288'UP THE HILL AND FOLLOW ROAD WESTERLY FOR 1.3 MILE TO A POINT
 MO1288'WHERE THE ROAD TURNS SHARP RIGHT (NORTH).  TURN RIGHT AND
 MO1288'GO 1.6 MILE TO A POINT WHERE THE ROAD TURNS SHARP LEFT
 MO1288'(WEST) AND A SCHOOL HOUSE IS LOCATED IN THE SOUTHWEST
 MO1288'ANGLE OF THE ROAD.  TURN LEFT AND FOLLOW GRADED ROAD WEST
 MO1288'FOR 2.1 MILE TO A POINT WHERE THE ROAD TURNS RIGHT (NORTH).
 MO1288'(AT THIS POINT TO REACH AZIMUTH CONTINUE STRAIGHT AHEAD
 MO1288'THROUGH WIRE GATE.  TURN LEFT (SOUTH) AND GO 0.2 MILE TO
 MO1288'TOP OF HILL AND AZIMUTH MARK AS DESCRIBED ABOVE).  TO REACH
 MO1288'STATION, TURN RIGHT (NORTH) AND GO 1.2 MILE TO A GATE ON THE
 MO1288'RIGHT IN A NORTH-SOUTH FENCE LINE AND A DIAGONAL FENCE RUNS
 MO1288'TO THE SOUTHEAST.  TURN RIGHT, PASS THROUGH GATE, AND FOLLOW
 MO1288'DIAGONAL FENCE LINE FOR 0.1 MILE TO A GATE ON LEFT.
 MO1288'PASS THROUGH AND DRIVE ACROSS COUNTRY FOR 0.4 MILE TO THE
 MO1288'HIGHEST POINT OF A LOW RIDGE AND STATION AS DESCRIBED
 MO1288'ABOVE.
 MO1288'
 MO1288'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0591 ***********************************************************************
 MP0591  DESIGNATION -  174 BR STA 1+00
 MP0591  PID         -  MP0591
 MP0591  STATE/COUNTY-  WY/CARBON
 MP0591  USGS QUAD   -  MEADS (1982)
 MP0591
 MP0591                         *CURRENT SURVEY CONTROL
 MP0591  ___________________________________________________________________
 MP0591* NAD 83(1993)-  41 44 57.53783(N)    106 50 21.31478(W)     ADJUSTED  
 MP0591* NAVD 88     -      2054.     (meters)    6739.     (feet)  SCALED    
 MP0591  ___________________________________________________________________
 MP0591  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 MP0591  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 MP0591
 MP0591  HORZ ORDER  -  SECOND
 MP0591
 MP0591.The horizontal coordinates were established by classical geodetic methods
 MP0591.and adjusted by the National Geodetic Survey in January 1997..
 MP0591
 MP0591.The orthometric height was scaled from a topographic map.
 MP0591
 MP0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0591
 MP0591.The geoid height was determined by GEOID03.
 MP0591
 MP0591;                    North         East     Units Scale Factor Converg.
 MP0591;SPC WYEC     -   238,853.758   441,092.601   MT  0.99995827   +0 19 44.4
 MP0591;UTM  13      - 4,623,578.353   347,077.943   MT  0.99988777   -1 13 29.8
 MP0591
 MP0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0591!SPC WYEC     -   0.99968004  x   0.99995827  =   0.99963832
 MP0591!UTM  13      -   0.99968004  x   0.99988777  =   0.99956784
 MP0591
 MP0591                          SUPERSEDED SURVEY CONTROL
 MP0591
 MP0591  NAD 83(1986)-  41 44 57.52636(N)    106 50 21.30703(W) AD(       ) 2
 MP0591  NAD 27      -  41 44 57.66100(N)    106 50 19.18100(W) AD(       ) 2
 MP0591
 MP0591.Superseded values are not recommended for survey control.
 MP0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0591.See file dsdata.txt to determine how the superseded data were derived.
 MP0591
 MP0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4707823578(NAD 83)
 MP0591_MARKER: DD = SURVEY DISK
 MP0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0591_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MP0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0591+STABILITY: SURFACE MOTION
 MP0591
 MP0591  HISTORY     - Date     Condition        Report By
 MP0591  HISTORY     - 1948     MONUMENTED       WYHD
 MP0591
 MP0591                          STATION DESCRIPTION
 MP0591
 MP0591'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1948
 MP0591'THE STATION IS LOCATED ON STATE PROPERTY NEAR THE POST OFFICE
 MP0591'AT WALCOTT, WHICH IS AT THE JUNCTION OF U.S. HIGHWAYS 30
 MP0591'AND 287 AND STATE HIGHWAY 130.
 MP0591'
 MP0591'THE STATION MARK, A WYOMING STATE HIGHWAY DEPARTMENT
 MP0591'R.O.W. MARKER IS APPROXIMATELY 2 FEET ABOVE STATION WALCOTT,
 MP0591'12 FEET SOUTH OF THE BOTTOM OF A DITCH, ON THE NORTH SLOPE OF
 MP0591'A SLIGHT RIDGE, A 5X5 CONCRETE POST, PROJECTS 9 INCHES AND
 MP0591'IS STAMPED, 174 BR STA. 1X00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0449 ***********************************************************************
 OV0449  DESIGNATION -  18 ARD
 OV0449  PID         -  OV0449
 OV0449  STATE/COUNTY-  WY/NATRONA
 OV0449  USGS QUAD   -  SMITH FLATS (1978)
 OV0449
 OV0449                         *CURRENT SURVEY CONTROL
 OV0449  ___________________________________________________________________
 OV0449* NAD 83(1986)-  43 04 51.     (N)    106 34 40.     (W)     SCALED    
 OV0449* NAVD 88     -      1649.795  (meters)    5412.70   (feet)  POSTED    
 OV0449  ___________________________________________________________________
 OV0449  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 OV0449  DYNAMIC HT  -        1648.770 (meters)    5409.34  (feet)  COMP
 OV0449  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 OV0449
 OV0449  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0449
 OV0449.The horizontal coordinates were scaled from a topographic map and have
 OV0449.an estimated accuracy of +/- 6 seconds.
 OV0449
 OV0449.The orthometric height was determined by differential leveling
 OV0449.and adjusted by the National Geodetic Survey in 1992..
 OV0449.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0449.rate of 0.0 thru 1.0 mm/km.
 OV0449
 OV0449.The geoid height was determined by GEOID03.
 OV0449
 OV0449.The dynamic height is computed by dividing the NAVD 88
 OV0449.geopotential number by the normal gravity value computed on the
 OV0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0449.degrees latitude (g = 980.6199 gals.).
 OV0449
 OV0449.The modeled gravity was interpolated from observed gravity values.
 OV0449
 OV0449;                    North         East    Units  Estimated Accuracy
 OV0449;SPC WYEC     -   386,910.      461,520.      MT  (+/- 180 meters Scaled)
 OV0449
 OV0449                          SUPERSEDED SURVEY CONTROL
 OV0449
 OV0449  NGVD 29 (??/??/92) 1648.83   (m)         5409.5    (f) COMPUTED    3 0
 OV0449
 OV0449.Superseded values are not recommended for survey control.
 OV0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0449.See file dsdata.txt to determine how the superseded data were derived.
 OV0449
 OV0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH715709(NAD 83)
 OV0449_MARKER: DB = BENCH MARK DISK
 OV0449_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0449_SP_SET: COPPER-CLAD STEEL ROD
 OV0449_STAMPING: 18 ARD 1968
 OV0449_MARK LOGO: USGS  
 OV0449_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0449+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0449
 OV0449  HISTORY     - Date     Condition        Report By
 OV0449  HISTORY     - 1968     MONUMENTED       USGS
 OV0449
 OV0449                          STATION DESCRIPTION
 OV0449
 OV0449'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0449'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0449'4.8 MILES NORTH ALONG PAVED COUNTY ROAD TO A JUNCTION WITH 33 MILE
 OV0449'ROAD, 105 FEET SOUTH AND 66 FEET EAST OF AND 1.0 FOOT LOWER THAN THE
 OV0449'NORTH INTERSECTION OF A TRIANGLE JUNCTION, 72 FEET SOUTHEAST ALONG
 OV0449'FENCE FROM THE FENCE CORNER, 1 FOOT SOUTHWEST OF THE FENCE, SET IN A
 OV0449'COPPER-CLAD STEEL ROD PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0700 ***********************************************************************
 NQ0700  DESIGNATION -  18 DHW
 NQ0700  PID         -  NQ0700
 NQ0700  STATE/COUNTY-  WY/NIOBRARA
 NQ0700  USGS QUAD   -  SHEPHERDS POINT (1978)
 NQ0700
 NQ0700                         *CURRENT SURVEY CONTROL
 NQ0700  ___________________________________________________________________
 NQ0700* NAD 83(1986)-  42 57 38.     (N)    104 11 10.     (W)     SCALED    
 NQ0700* NAVD 88     -      1276.738  (meters)    4188.76   (feet)  ADJUSTED  
 NQ0700  ___________________________________________________________________
 NQ0700  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 NQ0700  DYNAMIC HT  -        1276.075 (meters)    4186.59  (feet)  COMP
 NQ0700  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 NQ0700
 NQ0700  VERT ORDER  -  THIRD
 NQ0700
 NQ0700.The horizontal coordinates were scaled from a topographic map and have
 NQ0700.an estimated accuracy of +/- 6 seconds.
 NQ0700
 NQ0700.The orthometric height was determined by differential leveling
 NQ0700.and adjusted by the National Geodetic Survey in June 1991..
 NQ0700
 NQ0700.The geoid height was determined by GEOID03.
 NQ0700
 NQ0700.The dynamic height is computed by dividing the NAVD 88
 NQ0700.geopotential number by the normal gravity value computed on the
 NQ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0700.degrees latitude (g = 980.6199 gals.).
 NQ0700
 NQ0700.The modeled gravity was interpolated from observed gravity values.
 NQ0700
 NQ0700;                    North         East    Units  Estimated Accuracy
 NQ0700;SPC WY E     -   273,740.      280,000.      MT  (+/- 180 meters Scaled)
 NQ0700
 NQ0700                          SUPERSEDED SURVEY CONTROL
 NQ0700
 NQ0700.No superseded survey control is available for this station.
 NQ0700
 NQ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH663567(NAD 83)
 NQ0700_MARKER: DB = BENCH MARK DISK
 NQ0700_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0700_SP_SET: COPPER-CLAD STEEL ROD
 NQ0700_STAMPING: 18 DHW 1974
 NQ0700_MARK LOGO: USGS  
 NQ0700_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0700+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0700
 NQ0700  HISTORY     - Date     Condition        Report By
 NQ0700  HISTORY     - 1974     MONUMENTED       USGS
 NQ0700
 NQ0700                          STATION DESCRIPTION
 NQ0700
 NQ0700'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0700'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 34.9 MILES
 NQ0700'WEST ALONG GRADED ROAD AND TRACK ROAD TO A FENCE CORNER, 5.4 MILES
 NQ0700'SOUTHWEST OF VERNON CHARD RANCH HOUSE, AT THE SOUTHWEST 1/4 CORNER OF
 NQ0700'SECTION 34/TOWNSHIP 35 NORTH/RANGE 61 WEST, 53 FEET SOUTH OF THE ROAD
 NQ0700'AND 15 FEET SOUTHEAST AND 1 FOOT NORTHEAST OF THE FENCE CORNER, SET
 NQ0700'IN A COPPER-CLAD STEEL ROD DRIVEN 25 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0609 ***********************************************************************
 PV0609  DESIGNATION -  18 GRS
 PV0609  PID         -  PV0609
 PV0609  STATE/COUNTY-  WY/CAMPBELL
 PV0609  USGS QUAD   -  WHITE TAIL BUTTE (1971)
 PV0609
 PV0609                         *CURRENT SURVEY CONTROL
 PV0609  ___________________________________________________________________
 PV0609* NAD 83(1986)-  44 48 28.     (N)    105 35 18.     (W)     SCALED    
 PV0609* NAVD 88     -      1290.772  (meters)    4234.81   (feet)  POSTED    
 PV0609  ___________________________________________________________________
 PV0609  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 PV0609  DYNAMIC HT  -        1290.330 (meters)    4233.36  (feet)  COMP
 PV0609  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 PV0609
 PV0609  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0609
 PV0609.The horizontal coordinates were scaled from a topographic map and have
 PV0609.an estimated accuracy of +/- 6 seconds.
 PV0609
 PV0609.The orthometric height was determined by differential leveling
 PV0609.and adjusted by the National Geodetic Survey in 1992..
 PV0609.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0609.rate of 0.0 thru 1.0 mm/km.
 PV0609
 PV0609.The geoid height was determined by GEOID03.
 PV0609
 PV0609.The dynamic height is computed by dividing the NAVD 88
 PV0609.geopotential number by the normal gravity value computed on the
 PV0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0609.degrees latitude (g = 980.6199 gals.).
 PV0609
 PV0609.The modeled gravity was interpolated from observed gravity values.
 PV0609
 PV0609;                    North         East    Units  Estimated Accuracy
 PV0609;SPC WY E     -   478,590.      166,640.      MT  (+/- 180 meters Scaled)
 PV0609
 PV0609                          SUPERSEDED SURVEY CONTROL
 PV0609
 PV0609.No superseded survey control is available for this station.
 PV0609
 PV0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK534617(NAD 83)
 PV0609_MARKER: DB = BENCH MARK DISK
 PV0609_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0609_SP_SET: COPPER-CLAD STEEL ROD
 PV0609_STAMPING: 18 GRS 1971
 PV0609_MARK LOGO: USGS  
 PV0609_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0609+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0609
 PV0609  HISTORY     - Date     Condition        Report By
 PV0609  HISTORY     - 1971     MONUMENTED       USGS
 PV0609
 PV0609                          STATION DESCRIPTION
 PV0609
 PV0609'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0609'FROM WESTON, WYOMING POST OFFICE, PROCEED 11.4 MILES NORTH ALONG
 PV0609'STATE HIGHWAY 59 TO A T-JUNCTION WITH ELK CREEK ROAD, THENCE 10.7
 PV0609'MILES WEST ALONG ELK CREEK ROAD TO A PIPELINE CROSSING, 3.6 MILES
 PV0609'WEST OF FOUR CORNERS, 51 FEET NORTH OF AND 3 FEET LOWER THAN THE
 PV0609'CENTERLINE OF THE ROAD AT THE PIPELINE CROSSING, 1 FOOT EAST OF THE
 PV0609'SOUTHEAST CORNER OF THE BOOSTER STATION FENCE, 1 FOOT NORTHWEST OF A
 PV0609'WITNESS POST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 PV0609'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0078 ***********************************************************************
 NR0078  DESIGNATION -  18 HA
 NR0078  PID         -  NR0078
 NR0078  STATE/COUNTY-  WY/CARBON
 NR0078  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0078
 NR0078                         *CURRENT SURVEY CONTROL
 NR0078  ___________________________________________________________________
 NR0078* NAD 83(1986)-  42 10 26.     (N)    106 10 20.     (W)     SCALED    
 NR0078* NAVD 88     -      2115.727  (meters)    6941.35   (feet)  ADJUSTED  
 NR0078  ___________________________________________________________________
 NR0078  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NR0078  DYNAMIC HT  -        2114.022 (meters)    6935.75  (feet)  COMP
 NR0078  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 NR0078
 NR0078  VERT ORDER  -  SECOND    CLASS 0
 NR0078
 NR0078.The horizontal coordinates were scaled from a topographic map and have
 NR0078.an estimated accuracy of +/- 6 seconds.
 NR0078
 NR0078.The orthometric height was determined by differential leveling
 NR0078.and adjusted by the National Geodetic Survey in June 1991..
 NR0078
 NR0078.The geoid height was determined by GEOID03.
 NR0078
 NR0078.The dynamic height is computed by dividing the NAVD 88
 NR0078.geopotential number by the normal gravity value computed on the
 NR0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0078.degrees latitude (g = 980.6199 gals.).
 NR0078
 NR0078.The modeled gravity was interpolated from observed gravity values.
 NR0078
 NR0078;                    North         East    Units  Estimated Accuracy
 NR0078;SPC WYEC     -   286,540.      495,930.      MT  (+/- 180 meters Scaled)
 NR0078
 NR0078                          SUPERSEDED SURVEY CONTROL
 NR0078
 NR0078  NGVD 29 (??/??/92) 2114.637  (m)         6937.77   (f) ADJ UNCH    2 0
 NR0078
 NR0078.Superseded values are not recommended for survey control.
 NR0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0078.See file dsdata.txt to determine how the superseded data were derived.
 NR0078
 NR0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG031697(NAD 83)
 NR0078_MARKER: DD = SURVEY DISK
 NR0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0078_STAMPING: 18 HA 1948
 NR0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0078+STABILITY: SURFACE MOTION
 NR0078
 NR0078  HISTORY     - Date     Condition        Report By
 NR0078  HISTORY     - 1948     MONUMENTED       USGS
 NR0078  HISTORY     - 1959     GOOD             NGS
 NR0078
 NR0078                          STATION DESCRIPTION
 NR0078
 NR0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0078'21.8 MI N FROM MEDICINE BOW.
 NR0078'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0078'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH
 NR0078'THENCE ABOUT 2.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD, AT THE
 NR0078'JUNCTION OF A TRAIL LEADING NORTHEAST, 49 FEET EAST OF THE CENTER LINE
 NR0078'OF THE ROAD, IN SECTION 34, R 78 W, T 26 N, 35 FEET NORTHWEST OF THE
 NR0078'CENTER LINE OF THE TRAIL ROAD, ABOUT LEVEL WITH THE ROAD, AND IN THE
 NR0078'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0994 ***********************************************************************
 PY0994  DESIGNATION -  18 MDC
 PY0994  PID         -  PY0994
 PY0994  STATE/COUNTY-  WY/PARK
 PY0994  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0994
 PY0994                         *CURRENT SURVEY CONTROL
 PY0994  ___________________________________________________________________
 PY0994* NAD 83(1986)-  44 49 54.     (N)    110 26 49.     (W)     SCALED    
 PY0994* NAVD 88     -      2555.766  (meters)    8385.04   (feet)  ADJUSTED  
 PY0994  ___________________________________________________________________
 PY0994  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0994  DYNAMIC HT  -        2554.089 (meters)    8379.54  (feet)  COMP
 PY0994  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 PY0994
 PY0994  VERT ORDER  -  FIRST     CLASS II
 PY0994
 PY0994.The horizontal coordinates were scaled from a topographic map and have
 PY0994.an estimated accuracy of +/- 6 seconds.
 PY0994
 PY0994.The orthometric height was determined by differential leveling
 PY0994.and adjusted by the National Geodetic Survey in June 1991..
 PY0994
 PY0994.The geoid height was determined by GEOID03.
 PY0994
 PY0994.The dynamic height is computed by dividing the NAVD 88
 PY0994.geopotential number by the normal gravity value computed on the
 PY0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0994.degrees latitude (g = 980.6199 gals.).
 PY0994
 PY0994.The modeled gravity was interpolated from observed gravity values.
 PY0994
 PY0994;                    North         East    Units  Estimated Accuracy
 PY0994;SPC WYWC     -   482,560.      465,820.      MT  (+/- 180 meters Scaled)
 PY0994
 PY0994                          SUPERSEDED SURVEY CONTROL
 PY0994
 PY0994  NGVD 29 (08/20/92) 2554.344  (m)         8380.38   (f) ADJUSTED    1 2
 PY0994
 PY0994.Superseded values are not recommended for survey control.
 PY0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0994.See file dsdata.txt to determine how the superseded data were derived.
 PY0994
 PY0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ437644(NAD 83)
 PY0994_MARKER: DB = BENCH MARK DISK
 PY0994_SETTING: 66 = SET IN ROCK OUTCROP
 PY0994_SP_SET: BEDROCK
 PY0994_STAMPING: 18 MDC 1976 8380
 PY0994_MARK LOGO: USGS  
 PY0994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0994+STABILITY: POSITION/ELEVATION WELL
 PY0994
 PY0994  HISTORY     - Date     Condition        Report By
 PY0994  HISTORY     - 1976     MONUMENTED       USGS
 PY0994  HISTORY     - 1987     GOOD             NGS
 PY0994
 PY0994                          STATION DESCRIPTION
 PY0994
 PY0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0994'15.4 KM (9.55 MI) SOUTH FROM TOWER JUNCTION.
 PY0994'14.5 KM (9.00 MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0994'HIGHWAY FROM THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, OR
 PY0994'15.4 KM (9.55 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0994'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE CENTER OF
 PY0994'A 2 BY 2 FOOT ROCK LEDGE, 10.1 M (33.1 FT) SOUTH OF THE SOUTH END OF
 PY0994'A PULLOUT, AND 9.5 M (31.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0994'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1043 ***********************************************************************
 PY1043  DESIGNATION -  18 MDC
 PY1043  PID         -  PY1043
 PY1043  STATE/COUNTY-  WY/PARK
 PY1043  USGS QUAD   -  LAMAR CANYON (1986)
 PY1043
 PY1043                         *CURRENT SURVEY CONTROL
 PY1043  ___________________________________________________________________
 PY1043* NAD 83(1986)-  44 54 26.     (N)    110 20 33.     (W)     SCALED    
 PY1043* NAVD 88     -      1898.169  (meters)    6227.58   (feet)  ADJUSTED  
 PY1043  ___________________________________________________________________
 PY1043  GEOID HEIGHT-          -8.32  (meters)                     GEOID03
 PY1043  DYNAMIC HT  -        1897.135 (meters)    6224.18  (feet)  COMP
 PY1043  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 PY1043
 PY1043  VERT ORDER  -  FIRST     CLASS II
 PY1043
 PY1043.The horizontal coordinates were scaled from a topographic map and have
 PY1043.an estimated accuracy of +/- 6 seconds.
 PY1043
 PY1043.The orthometric height was determined by differential leveling
 PY1043.and adjusted by the National Geodetic Survey in June 1991..
 PY1043
 PY1043.The geoid height was determined by GEOID03.
 PY1043
 PY1043.The dynamic height is computed by dividing the NAVD 88
 PY1043.geopotential number by the normal gravity value computed on the
 PY1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1043.degrees latitude (g = 980.6199 gals.).
 PY1043
 PY1043.The modeled gravity was interpolated from observed gravity values.
 PY1043
 PY1043;                    North         East    Units  Estimated Accuracy
 PY1043;SPC WYWC     -   490,790.      474,240.      MT  (+/- 180 meters Scaled)
 PY1043
 PY1043                          SUPERSEDED SURVEY CONTROL
 PY1043
 PY1043  NGVD 29 (08/20/92) 1896.913  (m)         6223.46   (f) ADJUSTED    1 2
 PY1043
 PY1043.Superseded values are not recommended for survey control.
 PY1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1043.See file dsdata.txt to determine how the superseded data were derived.
 PY1043
 PY1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ519728(NAD 83)
 PY1043_MARKER: DB = BENCH MARK DISK
 PY1043_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1043_SP_SET: HEADWALL
 PY1043_STAMPING: 18 MDC 1977 6223
 PY1043_MARK LOGO: USGS  
 PY1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1043+STABILITY: SURFACE MOTION
 PY1043
 PY1043  HISTORY     - Date     Condition        Report By
 PY1043  HISTORY     - 1977     MONUMENTED       USGS
 PY1043  HISTORY     - 1987     GOOD             NGS
 PY1043
 PY1043                          STATION DESCRIPTION
 PY1043
 PY1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1043'6.9 KM (4.30 MI) EAST FROM TOWER JUNCTION.
 PY1043'6.9 KM (4.30 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1043'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN TOP OF
 PY1043'AND 0.9 M (3.0 FT) EAST OF THE WEST END OF THE NORTH CONCRETE
 PY1043'HEADWALL OF A BOX CULVERT, 15.0 M (49.2 FT) NORTHEAST OF THE EAST END
 PY1043'OF A PARKING AREA ON THE SOUTH SIDE OF THE HIGHWAY, AND 6.1 M (20.0
 PY1043'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PY1043'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0484 ***********************************************************************
 OU0484  DESIGNATION -  18 RGB
 OU0484  PID         -  OU0484
 OU0484  STATE/COUNTY-  WY/WESTON
 OU0484  USGS QUAD   -  BUCK CREEK (1971)
 OU0484
 OU0484                         *CURRENT SURVEY CONTROL
 OU0484  ___________________________________________________________________
 OU0484* NAD 83(1986)-  43 48 03.     (N)    105 03 00.     (W)     SCALED    
 OU0484* NAVD 88     -      1383.902  (meters)    4540.35   (feet)  POSTED    
 OU0484  ___________________________________________________________________
 OU0484  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 OU0484  DYNAMIC HT  -        1383.230 (meters)    4538.15  (feet)  COMP
 OU0484  MODELED GRAV-     980,087.5   (mgal)                       NAVD 88
 OU0484
 OU0484  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0484
 OU0484.The horizontal coordinates were scaled from a topographic map and have
 OU0484.an estimated accuracy of +/- 6 seconds.
 OU0484
 OU0484.The orthometric height was determined by differential leveling
 OU0484.and adjusted by the National Geodetic Survey in 1992..
 OU0484.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0484.rate of 0.0 thru 1.0 mm/km.
 OU0484
 OU0484.The geoid height was determined by GEOID03.
 OU0484
 OU0484.The dynamic height is computed by dividing the NAVD 88
 OU0484.geopotential number by the normal gravity value computed on the
 OU0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0484.degrees latitude (g = 980.6199 gals.).
 OU0484
 OU0484.The modeled gravity was interpolated from observed gravity values.
 OU0484
 OU0484;                    North         East    Units  Estimated Accuracy
 OU0484;SPC WY E     -   366,630.      209,390.      MT  (+/- 180 meters Scaled)
 OU0484
 OU0484                          SUPERSEDED SURVEY CONTROL
 OU0484
 OU0484.No superseded survey control is available for this station.
 OU0484
 OU0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ959497(NAD 83)
 OU0484_MARKER: DB = BENCH MARK DISK
 OU0484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0484_SP_SET: COPPER-CLAD STEEL ROD
 OU0484_STAMPING: 18 RGB 1971
 OU0484_MARK LOGO: USGS  
 OU0484_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0484+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0484
 OU0484  HISTORY     - Date     Condition        Report By
 OU0484  HISTORY     - 1971     MONUMENTED       USGS
 OU0484
 OU0484                          STATION DESCRIPTION
 OU0484
 OU0484'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0484'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0484'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0484'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0484'ROAD FORK, THENCE 15.2 MILES SOUTH TO A T-ROAD SOUTHEAST, THENCE 1.7
 OU0484'MILES SOUTHEAST TO A T-ROAD SOUTHWEST, THENCE 0.2 MILES SOUTH, 27.8
 OU0484'MILES SOUTH OF J. JESSEN RANCH, 183 FEET NORTH AND 55 FEET EAST OF
 OU0484'THE CENTERLINE OF THE ROAD AT A DRAIN, 3 FEET EAST OF A WITNESS SIGN,
 OU0484'SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0508 ***********************************************************************
 OU0508  DESIGNATION -  18 SJS
 OU0508  PID         -  OU0508
 OU0508  STATE/COUNTY-  WY/CONVERSE
 OU0508  USGS QUAD   -  PINEY CREEK (1970)
 OU0508
 OU0508                         *CURRENT SURVEY CONTROL
 OU0508  ___________________________________________________________________
 OU0508* NAD 83(1986)-  43 06 12.     (N)    105 00 50.     (W)     SCALED    
 OU0508* NAVD 88     -      1403.265  (meters)    4603.88   (feet)  ADJUSTED  
 OU0508  ___________________________________________________________________
 OU0508  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 OU0508  DYNAMIC HT  -        1402.484 (meters)    4601.32  (feet)  COMP
 OU0508  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 OU0508
 OU0508  VERT ORDER  -  THIRD
 OU0508
 OU0508.The horizontal coordinates were scaled from a topographic map and have
 OU0508.an estimated accuracy of +/- 6 seconds.
 OU0508
 OU0508.The orthometric height was determined by differential leveling
 OU0508.and adjusted by the National Geodetic Survey in December 1993..
 OU0508
 OU0508.The geoid height was determined by GEOID03.
 OU0508
 OU0508.The dynamic height is computed by dividing the NAVD 88
 OU0508.geopotential number by the normal gravity value computed on the
 OU0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0508.degrees latitude (g = 980.6199 gals.).
 OU0508
 OU0508.The modeled gravity was interpolated from observed gravity values.
 OU0508
 OU0508;                    North         East    Units  Estimated Accuracy
 OU0508;SPC WY E     -   289,140.      212,440.      MT  (+/- 180 meters Scaled)
 OU0508
 OU0508                          SUPERSEDED SURVEY CONTROL
 OU0508
 OU0508.No superseded survey control is available for this station.
 OU0508
 OU0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH988722(NAD 83)
 OU0508_MARKER: DB = BENCH MARK DISK
 OU0508_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0508+WITH SETTING: INFORMATION.
 OU0508_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0508_STAMPING: 18 SJS 1970
 OU0508_MARK LOGO: USGS  
 OU0508_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0508
 OU0508  HISTORY     - Date     Condition        Report By
 OU0508  HISTORY     - 1970     MONUMENTED       USGS
 OU0508
 OU0508                          STATION DESCRIPTION
 OU0508
 OU0508'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0508'FROM THE KETELSEN RANCH HEADQUARTERS, PROCEED 8.2 MILES (13.2 KM)
 OU0508'SOUTH ALONG THE ROAD TO DOUGLAS, WY, IN THE SW 1/4, S.10, T.36 N.,
 OU0508'R.68 W., 18 FEET (5.5 M) SOUTH AND 9 FEET (2.7 M) WEST FROM A ROAD
 OU0508'JUNCTION WEST, LEVEL WITH THE ROAD JUNCTION, ENCASED IN A 6-INCH
 OU0508'WHITE PLASTIC PIPE PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED
 OU0508'ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0665 ***********************************************************************
 NT0665  DESIGNATION -  18 TET
 NT0665  PID         -  NT0665
 NT0665  STATE/COUNTY-  WY/SWEETWATER
 NT0665  USGS QUAD   -  FONTENELLE RESERVOIR SE (1978)
 NT0665
 NT0665                         *CURRENT SURVEY CONTROL
 NT0665  ___________________________________________________________________
 NT0665* NAD 83(1986)-  42 02 39.     (N)    110 01 13.     (W)     SCALED    
 NT0665* NAVD 88     -      2003.760  (meters)    6574.00   (feet)  ADJUSTED  
 NT0665  ___________________________________________________________________
 NT0665  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 NT0665  DYNAMIC HT  -        2002.099 (meters)    6568.55  (feet)  COMP
 NT0665  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 NT0665
 NT0665  VERT ORDER  -  THIRD
 NT0665
 NT0665.The horizontal coordinates were scaled from a topographic map and have
 NT0665.an estimated accuracy of +/- 6 seconds.
 NT0665
 NT0665.The orthometric height was determined by differential leveling
 NT0665.and adjusted by the National Geodetic Survey in December 1993..
 NT0665
 NT0665.The geoid height was determined by GEOID03.
 NT0665
 NT0665.The dynamic height is computed by dividing the NAVD 88
 NT0665.geopotential number by the normal gravity value computed on the
 NT0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0665.degrees latitude (g = 980.6199 gals.).
 NT0665
 NT0665.The modeled gravity was interpolated from observed gravity values.
 NT0665
 NT0665;                    North         East    Units  Estimated Accuracy
 NT0665;SPC WYWC     -   172,260.      494,840.      MT  (+/- 180 meters Scaled)
 NT0665
 NT0665                          SUPERSEDED SURVEY CONTROL
 NT0665
 NT0665  NGVD 29 (??/??/92) 2002.41   (m)         6569.6    (f) COMPUTED    3 0
 NT0665
 NT0665.Superseded values are not recommended for survey control.
 NT0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0665.See file dsdata.txt to determine how the superseded data were derived.
 NT0665
 NT0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM810551(NAD 83)
 NT0665_MARKER: DB = BENCH MARK DISK
 NT0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NT0665_SP_SET: COPPER-CLAD STEEL ROD
 NT0665_STAMPING: 18 TET 1968
 NT0665_MARK LOGO: USGS  
 NT0665_MAGNETIC: I = MARKER IS A STEEL ROD
 NT0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0665+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NT0665
 NT0665  HISTORY     - Date     Condition        Report By
 NT0665  HISTORY     - 1968     MONUMENTED       USGS
 NT0665
 NT0665                          STATION DESCRIPTION
 NT0665
 NT0665'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NT0665'FROM A ROAD JUNCTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NT0665'3.7 MILES EAST AND NORTH OF A ROAD JUNCTION ALONG COUNTY ROAD
 NT0665'CROSSING GREEN RIVER, THENCE 2.0 MILES NORTH ALONG COUNTY LINE ROAD
 NT0665'(BLM ROAD NUMBER 4240.5) TO A TRAIL CROSSING, THENCE 1.2 MILES EAST
 NT0665'ALONG A TRACK ROAD, NEAR THE CENTER OF SECTION 21/TOWNSHIP 24
 NT0665'NORTH/RANGE 111 WEST, AT A DIM TURNOUT, 18 FEET NORTH OF THE ROAD ON
 NT0665'A SEISMIC DRILL TAILINGS PILE, 1 FOOT SOUTH OF A WITNESS POST, SET IN
 NT0665'A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0365 ***********************************************************************
 PW0365  DESIGNATION -  18 WDE
 PW0365  PID         -  PW0365
 PW0365  STATE/COUNTY-  WY/BIG HORN
 PW0365  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0365
 PW0365                         *CURRENT SURVEY CONTROL
 PW0365  ___________________________________________________________________
 PW0365* NAD 83(1986)-  44 33 52.     (N)    107 42 46.     (W)     SCALED    
 PW0365* NAVD 88     -      1335.057  (meters)    4380.10   (feet)  ADJUSTED  
 PW0365  ___________________________________________________________________
 PW0365  GEOID HEIGHT-         -10.04  (meters)                     GEOID03
 PW0365  DYNAMIC HT  -        1334.498 (meters)    4378.27  (feet)  COMP
 PW0365  MODELED GRAV-     980,152.7   (mgal)                       NAVD 88
 PW0365
 PW0365  VERT ORDER  -  SECOND    CLASS 0
 PW0365
 PW0365.The horizontal coordinates were scaled from a topographic map and have
 PW0365.an estimated accuracy of +/- 6 seconds.
 PW0365
 PW0365.The orthometric height was determined by differential leveling
 PW0365.and adjusted by the National Geodetic Survey in June 1991..
 PW0365
 PW0365.The geoid height was determined by GEOID03.
 PW0365
 PW0365.The dynamic height is computed by dividing the NAVD 88
 PW0365.geopotential number by the normal gravity value computed on the
 PW0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0365.degrees latitude (g = 980.6199 gals.).
 PW0365
 PW0365.The modeled gravity was interpolated from observed gravity values.
 PW0365
 PW0365;                    North         East    Units  Estimated Accuracy
 PW0365;SPC WYEC     -   551,540.      369,860.      MT  (+/- 180 meters Scaled)
 PW0365
 PW0365                          SUPERSEDED SURVEY CONTROL
 PW0365
 PW0365  NGVD 29 (??/??/92) 1334.226  (m)         4377.37   (f) ADJ UNCH    2 0
 PW0365
 PW0365.Superseded values are not recommended for survey control.
 PW0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0365.See file dsdata.txt to determine how the superseded data were derived.
 PW0365
 PW0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK845381(NAD 83)
 PW0365_MARKER: DD = SURVEY DISK
 PW0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0365_STAMPING: 18 WDE 1958 4377
 PW0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0365+STABILITY: SURFACE MOTION
 PW0365
 PW0365  HISTORY     - Date     Condition        Report By
 PW0365  HISTORY     - 1958     MONUMENTED       USGS
 PW0365  HISTORY     - 1966     GOOD             NGS
 PW0365
 PW0365                          STATION DESCRIPTION
 PW0365
 PW0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0365'4.1 MI NE FROM SHELL.
 PW0365'4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0365'SHELL, 0.05 MILE EAST OF THE ENTRANCE TO BLUE JACKET RANCH, AT A U.S.
 PW0365'GEOLOGICAL GAGING STATION, 42 FEET SOUTH OF THE CENTER LINE OF THE
 PW0365'HIGHWAY, 5.0 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST FACE OF A
 PW0365'RECORDER TUBE OF THE GAGING STATION, 1.4 FEET NORTH OF A FENCE, 1.3
 PW0365'FEET WEST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE HIGHWAY, AND
 PW0365'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PW0365'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0048 ***********************************************************************
 MP0048  DESIGNATION -  184
 MP0048  PID         -  MP0048
 MP0048  STATE/COUNTY-  WY/ALBANY
 MP0048  USGS QUAD   -  REX LAKE (1992)
 MP0048
 MP0048                         *CURRENT SURVEY CONTROL
 MP0048  ___________________________________________________________________
 MP0048* NAD 83(1993)-  41 18 53.89441(N)    106 00 11.75515(W)     ADJUSTED  
 MP0048* NAVD 88     -      2328.084  (meters)    7638.06   (feet)  ADJUSTED  
 MP0048  ___________________________________________________________________
 MP0048  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 MP0048  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 MP0048  DYNAMIC HT  -        2325.953 (meters)    7631.06  (feet)  COMP
 MP0048  MODELED GRAV-     979,623.2   (mgal)                       NAVD 88
 MP0048
 MP0048  HORZ ORDER  -  THIRD
 MP0048  VERT ORDER  -  FIRST     CLASS II
 MP0048
 MP0048.The horizontal coordinates were established by classical geodetic methods
 MP0048.and adjusted by the National Geodetic Survey in January 1997..
 MP0048
 MP0048.The orthometric height was determined by differential leveling
 MP0048.and adjusted by the National Geodetic Survey in June 1991..
 MP0048
 MP0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0048
 MP0048.The geoid height was determined by GEOID03.
 MP0048
 MP0048.The dynamic height is computed by dividing the NAVD 88
 MP0048.geopotential number by the normal gravity value computed on the
 MP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0048.degrees latitude (g = 980.6199 gals.).
 MP0048
 MP0048.The modeled gravity was interpolated from observed gravity values.
 MP0048
 MP0048;                    North         East     Units Scale Factor Converg.
 MP0048;SPC WY E     -    90,836.200   129,952.813   MT  0.99999786   -0 33 08.4
 MP0048;SPC WYEC     -   191,352.035   511,365.446   MT  1.00009008   +0 52 41.5
 MP0048;UTM  13      - 4,574,208.159   416,026.237   MT  0.99968678   -0 39 44.6
 MP0048
 MP0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0048!SPC WY E     -   0.99963670  x   0.99999786  =   0.99963456
 MP0048!SPC WYEC     -   0.99963670  x   1.00009008  =   0.99972675
 MP0048!UTM  13      -   0.99963670  x   0.99968678  =   0.99932360
 MP0048
 MP0048|---------------------------------------------------------------------|
 MP0048| PID    Reference Object                     Distance      Geod. Az  |
 MP0048|                                                           dddmmss.s |
 MP0048| MP0049 184 RM 1                             13.464 METERS 08643     |
 MP0048| CP5228 257                                                2333032.8 |
 MP0048| MP0047 184 RM 2                             13.217 METERS 25013     |
 MP0048|---------------------------------------------------------------------|
 MP0048
 MP0048                          SUPERSEDED SURVEY CONTROL
 MP0048
 MP0048  NAD 83(1986)-  41 18 53.88032(N)    106 00 11.75434(W) AD(       ) 3
 MP0048  NAD 27      -  41 18 53.97600(N)    106 00 09.73100(W) AD(       ) 3
 MP0048  NGVD 29 (??/??/92) 2326.92   (m)         7634.2    (f) COMPUTED    1 2
 MP0048
 MP0048.Superseded values are not recommended for survey control.
 MP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0048.See file dsdata.txt to determine how the superseded data were derived.
 MP0048
 MP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1602674208(NAD 83)
 MP0048_MARKER: DB = BENCH MARK DISK
 MP0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0048_STAMPING: 184
 MP0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0048+STABILITY: SURFACE MOTION
 MP0048
 MP0048  HISTORY     - Date     Condition        Report By
 MP0048  HISTORY     - 1948     MONUMENTED       WYGS
 MP0048  HISTORY     - 1948     GOOD             NGS
 MP0048  HISTORY     - 1956     GOOD             CGS
 MP0048
 MP0048                          STATION DESCRIPTION
 MP0048
 MP0048'DESCRIBED BY WYOMING GEODETIC SURVEY 1948 (DHK)
 MP0048'THE STATION IS LOCATED ON THE EAST END OF A SMALL, LOW,
 MP0048'STONE-COVERED, EAST-WEST RIDGE ABOUT 23 MILES AIR LINE WEST
 MP0048'OF LARAMIE, ABOUT 8 MILES AIR LINE EAST-NORTHEAST OF CENTENNIAL,
 MP0048'ABOUT 1 MILE AIR LINE NORTH OF THE LARAMIE RIVER AND ABOUT
 MP0048'0.75 MILE AIR LINE NORTH OF A BRANCH LINE OF THE UNION PACIFIC
 MP0048'RAILROAD.  THE STATION MARK IS A U.S. COAST AND GEODETIC
 MP0048'SURVEY AND STATE SURVEY BRONZE DISK, 5 FEET SOUTH OF A WHITE
 MP0048'WITNESS POST IN THE CENTER OF CAIRN, SET IN A 6 X 6 INCH
 MP0048'CONCRETE POST, PROJECTS 8 INCHES AND STAMPED, 184.
 MP0048'
 MP0048'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MP0048'STATION MARK, FLUSH WITH THE GROUND AND STAMPED, 184 NO 1 1948.
 MP0048'
 MP0048'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 MP0048'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, 184 NO 2 1948.
 MP0048'
 MP0048'AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 MP0048'SURVEY BRONZE DISK SET IN A 6 X 6-INCH CONCRETE POST, 0.1
 MP0048'MILE NORTH OF AN EAST-WEST FENCE LINE, 6 FEET SOUTH OF A
 MP0048'SMALL CAIRN, 2 FEET SOUTH OF A WHITE WITNESS POST, PROJECTS
 MP0048'10 INCHES AND STAMPED, 257.
 MP0048'
 MP0048'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MP0048'STATE HIGHWAYS 230 AND 130 IN LARAMIE, GO WEST ON STATE
 MP0048'HIGHWAY 230 AND 130 FOR 2.0 MILES TO FORK.  TAKE RIGHT FORK,
 MP0048'STATE HIGHWAY 130, FOR 22.2 MILES TO A TRACK ROAD RIGHT,
 MP0048'NORTH, AND SIGN VEE BAR RANCH.  TAKE RIGHT FORK TRACK ROAD,
 MP0048'FOR 0.4 MILE TO RANCH YARD AND WIRE GATE ON RIGHT.  TURN
 MP0048'RIGHT PASSING THROUGH GATE AND GO ACROSS BRIDGE OVER IRRIGATION
 MP0048'DITCH AND FOLLOW TRACK ROAD NORTH FOR 0.4 MILE TO RAILROAD
 MP0048'TRACKS.  CONTINUE ON TRACK ROAD FOR 0.1 MILE TO A DOUBLE
 MP0048'WIRE GATE (TO REACH THE AZIMUTH MARK FROM HERE, GO WEST
 MP0048'ALONG THE NORTH SIDE OF FENCE FOR 0.2 MILE, THENCE RIGHT,
 MP0048'NORTH, FOR 0.1 MILE TO AZIMUTH AS DESCRIBED ABOVE).  TURN
 MP0048'RIGHT PASSING THROUGH GATE AND FOLLOW TRACK ROAD
 MP0048'NORTHEAST FOR 0.8 MILE.  HERE TURN RIGHT LEAVING ROAD
 MP0048'AND DRIVE ACROSS COUNTRY FOR 0.15 MILE TO STATION.  A
 MP0048'DRIVE STATION.
 MP0048
 MP0048                          STATION RECOVERY (1948)
 MP0048
 MP0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MP0048'7.7 MI E FROM CENTENNIAL.
 MP0048'6.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0048'FROM THE STATION AT CENTENNIAL, THENCE 0.8 MILE NORTHEAST ALONG A
 MP0048'TRACK ROAD, THENCE 0.2 MILE EAST ACROSS COUNTRY, ON TOP OF A ROCKY
 MP0048'RIDGE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 MP0048'THE GROUND, IN SECTION 35, TOWNSHIP 16 NORTH, RANGE 77 WEST.
 MP0048
 MP0048                          STATION RECOVERY (1956)
 MP0048
 MP0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 MP0048'6.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0048'RAILROAD FROM THE STATION AT CENTENNIAL, THENCE 0.8 MILE NORTHEAST
 MP0048'ALONG A TRACK ROAD, THENCE 0.2 MILE EAST ACROSS COUNTRY, ON
 MP0048'TOP OF A ROCKY RIDGE, A U.S. COAST AND GEODETIC SURVEY AND
 MP0048'STATE SURVEY DISK SET IN THE TOP OF A CONCRETE POST WHICH
 MP0048'PROJECTS 0.8 FOOT ABOVE THE GROUND, STAMPED 184, IN SECTION
 MP0048'35, TOWNSHIP 16 NORTH, RANGE 77 WEST.
 MP0048'
 MP0048'184 (W.G.S. 1934) R.M. 1 IS 44.2 FEET EAST OF TRIANGULATION
 MP0048'STATION 184 (W.G.S. 1934) 1948, A REFERENCE MARK DISK SET
 MP0048'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 MP0048'STAMPED 184 NO 1 1948.
 MP0048'
 MP0048'184 (W.G.S. 1934) R.M. 2 IS 43.3 FEET SOUTHWEST OF TRIANGULATION
 MP0048'STATION 184 (W.G.S. 1934) 1948, A REFERENCE MARK DISK SET
 MP0048'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 MP0048'THE GROUND, STAMPED 184 NO 2 1948.
 MP0048'
 MP0048'184 (W.G.S. 1934) AZIMUTH IS 1.0 MILE SOUTHWEST OF TRIANGULATION
 MP0048'STATION 184 (W.G.S. 1934) 1948, 0.1 MILE SOUTHWEST OF A TRACK
 MP0048'ROAD, 0.2 MILE NORTHWEST OF THE RAILROAD, 0.1 MILE NORTHWEST
 MP0048'OF A FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, A U.S. COAST
 MP0048'AND GEODETIC SURVEY AND STATE SURVEY DISK SET IN THE TOP OF
 MP0048'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 MP0048'STAMPED 257, IN THE SOUTHEAST 1/4 OF SECTION 34, TOWNSHIP
 MP0048'16 NORTH, RANGE 77 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0050 ***********************************************************************
 MP0050  DESIGNATION -  184 AZ MK
 MP0050  PID         -  MP0050
 MP0050  STATE/COUNTY-  WY/ALBANY
 MP0050  USGS QUAD   -  REX LAKE (1992)
 MP0050
 MP0050                         *CURRENT SURVEY CONTROL
 MP0050  ___________________________________________________________________
 MP0050* NAD 83(1986)-  41 18 26.     (N)    106 01 08.     (W)     SCALED    
 MP0050* NAVD 88     -      2329.975  (meters)    7644.26   (feet)  ADJUSTED  
 MP0050  ___________________________________________________________________
 MP0050  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 MP0050  DYNAMIC HT  -        2327.827 (meters)    7637.21  (feet)  COMP
 MP0050  MODELED GRAV-     979,617.2   (mgal)                       NAVD 88
 MP0050
 MP0050  VERT ORDER  -  FIRST     CLASS II
 MP0050
 MP0050.The horizontal coordinates were scaled from a topographic map and have
 MP0050.an estimated accuracy of +/- 6 seconds.
 MP0050
 MP0050.The orthometric height was determined by differential leveling
 MP0050.and adjusted by the National Geodetic Survey in June 1991..
 MP0050
 MP0050.The geoid height was determined by GEOID03.
 MP0050
 MP0050.The dynamic height is computed by dividing the NAVD 88
 MP0050.geopotential number by the normal gravity value computed on the
 MP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0050.degrees latitude (g = 980.6199 gals.).
 MP0050
 MP0050.The modeled gravity was interpolated from observed gravity values.
 MP0050
 MP0050;                    North         East    Units  Estimated Accuracy
 MP0050;SPC WY E     -    89,990.      128,640.      MT  (+/- 180 meters Scaled)
 MP0050
 MP0050                          SUPERSEDED SURVEY CONTROL
 MP0050
 MP0050  NGVD 29 (??/??/92) 2328.79   (m)         7640.4    (f) COMPUTED    1 2
 MP0050
 MP0050.Superseded values are not recommended for survey control.
 MP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0050.See file dsdata.txt to determine how the superseded data were derived.
 MP0050
 MP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF147733(NAD 83)
 MP0050_MARKER: DZ = AZIMUTH MARK DISK
 MP0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0050_STAMPING: 257
 MP0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0050+STABILITY: SURFACE MOTION
 MP0050
 MP0050  HISTORY     - Date     Condition        Report By
 MP0050  HISTORY     - UNK      MONUMENTED       CGS
 MP0050  HISTORY     - 1956     GOOD             NGS
 MP0050
 MP0050                          STATION DESCRIPTION
 MP0050
 MP0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0050'6.85 MI E FROM CENTENNIAL.
 MP0050'6.6 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0050'FROM THE STATION AT CENTENNIAL, THENCE 0.25 MILE NORTHWEST ACROSS A
 MP0050'PASTURE, 0.1 MILE SOUTHWEST OF A TRACK ROAD, 0.2 MILE NORTHWEST OF THE
 MP0050'RAILROAD, 0.1 MILE NORTHWEST OF A FENCE, 3 FEET SOUTHEAST OF A WITNESS
 MP0050'POST, 1.0 MILE SOUTHWEST OF TRIANGULATION STATION 184 (W.G.S.1934)
 MP0050'1948, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MP0050'THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 34, TOWNSHIP 16 NORTH,
 MP0050'RANGE 77 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0049 ***********************************************************************
 MP0049  DESIGNATION -  184 RM 1
 MP0049  PID         -  MP0049
 MP0049  STATE/COUNTY-  WY/ALBANY
 MP0049  USGS QUAD   -  REX LAKE (1992)
 MP0049
 MP0049                         *CURRENT SURVEY CONTROL
 MP0049  ___________________________________________________________________
 MP0049* NAD 83(1986)-  41 18 53.     (N)    106 00 11.     (W)     SCALED    
 MP0049* NAVD 88     -      2327.323  (meters)    7635.56   (feet)  ADJUSTED  
 MP0049  ___________________________________________________________________
 MP0049  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 MP0049  DYNAMIC HT  -        2325.192 (meters)    7628.57  (feet)  COMP
 MP0049  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 MP0049
 MP0049  VERT ORDER  -  FIRST     CLASS II
 MP0049
 MP0049.The horizontal coordinates were scaled from a topographic map and have
 MP0049.an estimated accuracy of +/- 6 seconds.
 MP0049
 MP0049.The orthometric height was determined by differential leveling
 MP0049.and adjusted by the National Geodetic Survey in June 1991..
 MP0049
 MP0049.The geoid height was determined by GEOID03.
 MP0049
 MP0049.The dynamic height is computed by dividing the NAVD 88
 MP0049.geopotential number by the normal gravity value computed on the
 MP0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0049.degrees latitude (g = 980.6199 gals.).
 MP0049
 MP0049.The modeled gravity was interpolated from observed gravity values.
 MP0049
 MP0049;                    North         East    Units  Estimated Accuracy
 MP0049;SPC WY E     -    90,810.      129,970.      MT  (+/- 180 meters Scaled)
 MP0049
 MP0049                          SUPERSEDED SURVEY CONTROL
 MP0049
 MP0049  NGVD 29 (??/??/92) 2326.16   (m)         7631.7    (f) COMPUTED    1 2
 MP0049
 MP0049.Superseded values are not recommended for survey control.
 MP0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0049.See file dsdata.txt to determine how the superseded data were derived.
 MP0049
 MP0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF160741(NAD 83)
 MP0049_MARKER: DR = REFERENCE MARK DISK
 MP0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0049_STAMPING: 184 NO 1 1948
 MP0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0049+STABILITY: SURFACE MOTION
 MP0049
 MP0049  HISTORY     - Date     Condition        Report By
 MP0049  HISTORY     - 1948     MONUMENTED       CGS
 MP0049  HISTORY     - 1956     GOOD             NGS
 MP0049
 MP0049                          STATION DESCRIPTION
 MP0049
 MP0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0049'7.7 MI E FROM CENTENNIAL.
 MP0049'6.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0049'FROM THE STATION AT CENTENNIAL, THENCE 0.8 MILE NORTHEAST ALONG A
 MP0049'TRACK ROAD, THENCE 0.2 MILE EAST ACROSS COUNTRY, ON TOP OF A ROCKY
 MP0049'RIDGE, 44.2 FEET EAST OF TRIANGULATION STATION 184 (W.G.S.1934) 1948,
 MP0049'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN
 MP0049'SECTION 35, TOWNSHIP 16 NORTH, RANGE 77 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0047 ***********************************************************************
 MP0047  DESIGNATION -  184 RM 2
 MP0047  PID         -  MP0047
 MP0047  STATE/COUNTY-  WY/ALBANY
 MP0047  USGS QUAD   -  REX LAKE (1992)
 MP0047
 MP0047                         *CURRENT SURVEY CONTROL
 MP0047  ___________________________________________________________________
 MP0047* NAD 83(1986)-  41 18 53.     (N)    106 00 11.     (W)     SCALED    
 MP0047* NAVD 88     -      2328.129  (meters)    7638.20   (feet)  ADJUSTED  
 MP0047  ___________________________________________________________________
 MP0047  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 MP0047  DYNAMIC HT  -        2325.997 (meters)    7631.21  (feet)  COMP
 MP0047  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 MP0047
 MP0047  VERT ORDER  -  FIRST     CLASS II
 MP0047
 MP0047.The horizontal coordinates were scaled from a topographic map and have
 MP0047.an estimated accuracy of +/- 6 seconds.
 MP0047
 MP0047.The orthometric height was determined by differential leveling
 MP0047.and adjusted by the National Geodetic Survey in June 1991..
 MP0047
 MP0047.The geoid height was determined by GEOID03.
 MP0047
 MP0047.The dynamic height is computed by dividing the NAVD 88
 MP0047.geopotential number by the normal gravity value computed on the
 MP0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0047.degrees latitude (g = 980.6199 gals.).
 MP0047
 MP0047.The modeled gravity was interpolated from observed gravity values.
 MP0047
 MP0047;                    North         East    Units  Estimated Accuracy
 MP0047;SPC WY E     -    90,810.      129,970.      MT  (+/- 180 meters Scaled)
 MP0047
 MP0047                          SUPERSEDED SURVEY CONTROL
 MP0047
 MP0047  NGVD 29 (??/??/92) 2326.96   (m)         7634.4    (f) COMPUTED    1 2
 MP0047
 MP0047.Superseded values are not recommended for survey control.
 MP0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0047.See file dsdata.txt to determine how the superseded data were derived.
 MP0047
 MP0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF160741(NAD 83)
 MP0047_MARKER: DR = REFERENCE MARK DISK
 MP0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0047_STAMPING: 184 NO 2 1948
 MP0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0047+STABILITY: SURFACE MOTION
 MP0047
 MP0047  HISTORY     - Date     Condition        Report By
 MP0047  HISTORY     - 1948     MONUMENTED       CGS
 MP0047  HISTORY     - 1956     GOOD             NGS
 MP0047
 MP0047                          STATION DESCRIPTION
 MP0047
 MP0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0047'7.7 MI E FROM CENTENNIAL.
 MP0047'6.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0047'FROM THE STATION AT CENTENNIAL, THENCE 0.8 MILE NORTHEAST ALONG A
 MP0047'TRACK ROAD, THENCE 0.2 MILE EAST ACROSS COUNTRY, ON TOP OF A ROCKY
 MP0047'RIDGE, 43.3 FEET SOUTHWEST OF TRIANGULATION STATION 184 (W.G.S.1934)
 MP0047'1948, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 MP0047'THE GROUND, IN SECTION 35, TOWNSHIP 16 NORTH, RANGE 77 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0138 ***********************************************************************
 OX0138  DESIGNATION -  19
 OX0138  PID         -  OX0138
 OX0138  STATE/COUNTY-  WY/LINCOLN
 OX0138  USGS QUAD   -  CAMP DAVIS (1996)
 OX0138
 OX0138                         *CURRENT SURVEY CONTROL
 OX0138  ___________________________________________________________________
 OX0138* NAD 83(1986)-  43 19 15.     (N)    110 43 28.     (W)     SCALED    
 OX0138* NAVD 88     -      1837.086  (meters)    6027.17   (feet)  ADJUSTED  
 OX0138  ___________________________________________________________________
 OX0138  GEOID HEIGHT-         -10.10  (meters)                     GEOID03
 OX0138  DYNAMIC HT  -        1835.853 (meters)    6023.13  (feet)  COMP
 OX0138  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 OX0138
 OX0138  VERT ORDER  -  SECOND    CLASS 0
 OX0138
 OX0138.The horizontal coordinates were scaled from a topographic map and have
 OX0138.an estimated accuracy of +/- 6 seconds.
 OX0138
 OX0138.The orthometric height was determined by differential leveling
 OX0138.and adjusted by the National Geodetic Survey in June 1991..
 OX0138
 OX0138.The geoid height was determined by GEOID03.
 OX0138
 OX0138.The dynamic height is computed by dividing the NAVD 88
 OX0138.geopotential number by the normal gravity value computed on the
 OX0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0138.degrees latitude (g = 980.6199 gals.).
 OX0138
 OX0138.The modeled gravity was interpolated from observed gravity values.
 OX0138
 OX0138;                    North         East    Units  Estimated Accuracy
 OX0138;SPC WY W     -   413,490.      748,000.      MT  (+/- 180 meters Scaled)
 OX0138
 OX0138                          SUPERSEDED SURVEY CONTROL
 OX0138
 OX0138  NGVD 29 (??/??/92) 1835.820  (m)         6023.02   (f) ADJ UNCH    2 0
 OX0138
 OX0138.Superseded values are not recommended for survey control.
 OX0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0138.See file dsdata.txt to determine how the superseded data were derived.
 OX0138
 OX0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN223964(NAD 83)
 OX0138_MARKER: DD = SURVEY DISK
 OX0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0138_SP_SET: CULVERT
 OX0138_STAMPING: 19
 OX0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0138
 OX0138  HISTORY     - Date     Condition        Report By
 OX0138  HISTORY     - UNK      MONUMENTED       BPR
 OX0138  HISTORY     - 1948     GOOD             NGS
 OX0138  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0138
 OX0138                          STATION DESCRIPTION
 OX0138
 OX0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OX0138'0.5 MI NE FROM MOUTH OF HOBACK RIVER.
 OX0138'0.3 MILE NORTH ALONG THE GRAND CANYON ROAD FROM THE LARGE STEEL BRIDGE
 OX0138'OVER THE HOBACK RIVER, THENCE 0.2 MILE NORTHEAST ALONG U. S. HIGHWAY
 OX0138'NO. 187, 13.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET ON TOP
 OX0138'AND IN THE CENTER OF THE NORTH CONCRETE HEADWALL OF A HIGHWAY CULVERT.
 OX0138
 OX0138                          STATION RECOVERY (1963)
 OX0138
 OX0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0451 ***********************************************************************
 OV0451  DESIGNATION -  19 ARD
 OV0451  PID         -  OV0451
 OV0451  STATE/COUNTY-  WY/NATRONA
 OV0451  USGS QUAD   -  SMITH FLATS (1978)
 OV0451
 OV0451                         *CURRENT SURVEY CONTROL
 OV0451  ___________________________________________________________________
 OV0451* NAD 83(1986)-  43 06 06.     (N)    106 34 52.     (W)     SCALED    
 OV0451* NAVD 88     -      1674.498  (meters)    5493.75   (feet)  POSTED    
 OV0451  ___________________________________________________________________
 OV0451  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 OV0451  DYNAMIC HT  -        1673.460 (meters)    5490.34  (feet)  COMP
 OV0451  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 OV0451
 OV0451  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0451
 OV0451.The horizontal coordinates were scaled from a topographic map and have
 OV0451.an estimated accuracy of +/- 6 seconds.
 OV0451
 OV0451.The orthometric height was determined by differential leveling
 OV0451.and adjusted by the National Geodetic Survey in 1992..
 OV0451.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0451.rate of 0.0 thru 1.0 mm/km.
 OV0451
 OV0451.The geoid height was determined by GEOID03.
 OV0451
 OV0451.The dynamic height is computed by dividing the NAVD 88
 OV0451.geopotential number by the normal gravity value computed on the
 OV0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0451.degrees latitude (g = 980.6199 gals.).
 OV0451
 OV0451.The modeled gravity was interpolated from observed gravity values.
 OV0451
 OV0451;                    North         East    Units  Estimated Accuracy
 OV0451;SPC WYEC     -   389,220.      461,230.      MT  (+/- 180 meters Scaled)
 OV0451
 OV0451                          SUPERSEDED SURVEY CONTROL
 OV0451
 OV0451  NGVD 29 (??/??/92) 1673.53   (m)         5490.6    (f) COMPUTED    3 0
 OV0451
 OV0451.Superseded values are not recommended for survey control.
 OV0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0451.See file dsdata.txt to determine how the superseded data were derived.
 OV0451
 OV0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH713733(NAD 83)
 OV0451_MARKER: DB = BENCH MARK DISK
 OV0451_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0451_SP_SET: COPPER-CLAD STEEL ROD
 OV0451_STAMPING: 19 ARD 1968
 OV0451_MARK LOGO: USGS  
 OV0451_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0451+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0451
 OV0451  HISTORY     - Date     Condition        Report By
 OV0451  HISTORY     - 1968     MONUMENTED       USGS
 OV0451
 OV0451                          STATION DESCRIPTION
 OV0451
 OV0451'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0451'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0451'6.4 MILES NORTH ALONG COUNTY ROAD TO A JUNCTION WITH A WEST ROAD TO
 OV0451'NORTH CASPER OIL FIELD, 68 FEET EAST OF AND 1.3 FEET LOWER THAN THE
 OV0451'INTERSECTION, 1 FOOT WEST OF THE FENCE AND A WITNESS SIGN, SET IN A
 OV0451'COPPER-CLAD STEEL ROD PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0701 ***********************************************************************
 NQ0701  DESIGNATION -  19 DHW
 NQ0701  PID         -  NQ0701
 NQ0701  STATE/COUNTY-  WY/NIOBRARA
 NQ0701  USGS QUAD   -  SHEPHERDS POINT (1978)
 NQ0701
 NQ0701                         *CURRENT SURVEY CONTROL
 NQ0701  ___________________________________________________________________
 NQ0701* NAD 83(1986)-  42 57 32.     (N)    104 13 04.     (W)     SCALED    
 NQ0701* NAVD 88     -      1366.352  (meters)    4482.77   (feet)  ADJUSTED  
 NQ0701  ___________________________________________________________________
 NQ0701  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 NQ0701  DYNAMIC HT  -        1365.652 (meters)    4480.48  (feet)  COMP
 NQ0701  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 NQ0701
 NQ0701  VERT ORDER  -  THIRD
 NQ0701
 NQ0701.The horizontal coordinates were scaled from a topographic map and have
 NQ0701.an estimated accuracy of +/- 6 seconds.
 NQ0701
 NQ0701.The orthometric height was determined by differential leveling
 NQ0701.and adjusted by the National Geodetic Survey in June 1991..
 NQ0701
 NQ0701.The geoid height was determined by GEOID03.
 NQ0701
 NQ0701.The dynamic height is computed by dividing the NAVD 88
 NQ0701.geopotential number by the normal gravity value computed on the
 NQ0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0701.degrees latitude (g = 980.6199 gals.).
 NQ0701
 NQ0701.The modeled gravity was interpolated from observed gravity values.
 NQ0701
 NQ0701;                    North         East    Units  Estimated Accuracy
 NQ0701;SPC WY E     -   273,520.      277,420.      MT  (+/- 180 meters Scaled)
 NQ0701
 NQ0701                          SUPERSEDED SURVEY CONTROL
 NQ0701
 NQ0701.No superseded survey control is available for this station.
 NQ0701
 NQ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH638565(NAD 83)
 NQ0701_MARKER: DB = BENCH MARK DISK
 NQ0701_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0701_SP_SET: COPPER-CLAD STEEL ROD
 NQ0701_STAMPING: 19 DHW 1974
 NQ0701_MARK LOGO: USGS  
 NQ0701_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0701+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0701
 NQ0701  HISTORY     - Date     Condition        Report By
 NQ0701  HISTORY     - 1974     MONUMENTED       USGS
 NQ0701
 NQ0701                          STATION DESCRIPTION
 NQ0701
 NQ0701'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0701'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 37.0 MILES
 NQ0701'WEST ALONG GRADED ROAD AND TRACK ROAD TO CATTLEGUARD IN A SADDLE
 NQ0701'BETWEEN HILLS, 7.5 MILES WEST OF VERNON CHARD RANCH HOUSE, AT
 NQ0701'SOUTHWEST CORNER IN SECTION 32/TOWNSHIP 35 NORTH/RANGE 61 WEST, 21
 NQ0701'FEET SOUTH AND 263 FEET EAST ALONG THE FENCE, SET IN A COPPER-CLAD
 NQ0701'STEEL ROD DRIVEN 10 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0137 ***********************************************************************
 PY0137  DESIGNATION -  19 DI
 PY0137  PID         -  PY0137
 PY0137  STATE/COUNTY-  WY/PARK
 PY0137  USGS QUAD   -  MAMMOTH (1986)
 PY0137
 PY0137                         *CURRENT SURVEY CONTROL
 PY0137  ___________________________________________________________________
 PY0137* NAD 83(1986)-  44 58 00.     (N)    110 42 03.     (W)     SCALED    
 PY0137* NAVD 88     -      1939.586  (meters)    6363.46   (feet)  ADJUSTED  
 PY0137  ___________________________________________________________________
 PY0137  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0137  DYNAMIC HT  -        1938.566 (meters)    6360.11  (feet)  COMP
 PY0137  MODELED GRAV-     980,022.1   (mgal)                       NAVD 88
 PY0137
 PY0137  VERT ORDER  -  FIRST     CLASS II
 PY0137
 PY0137.The horizontal coordinates were scaled from a topographic map and have
 PY0137.an estimated accuracy of +/- 6 seconds.
 PY0137
 PY0137.The orthometric height was determined by differential leveling
 PY0137.and adjusted by the National Geodetic Survey in June 1991..
 PY0137.WARNING-Repeat measurements at this control monument indicate possible
 PY0137.vertical movement.
 PY0137
 PY0137.The geoid height was determined by GEOID03.
 PY0137
 PY0137.The dynamic height is computed by dividing the NAVD 88
 PY0137.geopotential number by the normal gravity value computed on the
 PY0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0137.degrees latitude (g = 980.6199 gals.).
 PY0137
 PY0137.The modeled gravity was interpolated from observed gravity values.
 PY0137
 PY0137;                    North         East    Units  Estimated Accuracy
 PY0137;SPC WYWC     -   498,010.      446,100.      MT  (+/- 180 meters Scaled)
 PY0137
 PY0137                          SUPERSEDED SURVEY CONTROL
 PY0137
 PY0137  NGVD 29 (08/20/92) 1938.360  (m)         6359.44   (f) ADJUSTED    1 2
 PY0137
 PY0137.Superseded values are not recommended for survey control.
 PY0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0137.See file dsdata.txt to determine how the superseded data were derived.
 PY0137
 PY0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ235792(NAD 83)
 PY0137_MARKER: DD = SURVEY DISK
 PY0137_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PY0137_SP_SET: SHALLOW-SET PIPE
 PY0137_STAMPING: MS LINE STA 19 ELEV 6358.7
 PY0137_MARK LOGO: DI    
 PY0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0137
 PY0137  HISTORY     - Date     Condition        Report By
 PY0137  HISTORY     - UNK      MONUMENTED       DI
 PY0137  HISTORY     - 1960     GOOD             NGS
 PY0137  HISTORY     - 1983     GOOD             NGS
 PY0137  HISTORY     - 1987     GOOD             NGS
 PY0137
 PY0137                          STATION DESCRIPTION
 PY0137
 PY0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0137'1.0 MI S FROM MAMMOTH HOT SPRINGS.
 PY0137'ABOUT 1.0 MILE SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0137'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, ON THE TOP OF A
 PY0137'SMALL BANK CUT WHICH IS AT THE SOUTHEAST SIDE OF A PARKING AREA, 46
 PY0137'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 387 FEET NORTHWEST
 PY0137'OF THE WEST CORNER OF A CEMETARY, ABOUT 7 FEET ABOVE THE HIGHWAY, AND
 PY0137'IN THE OF A 2-INCH IRON PIPE SURROUNDED BY CONCRETE FORMING A CONE
 PY0137'WHICH PROJECTS 7 INCHES.
 PY0137
 PY0137                          STATION RECOVERY (1983)
 PY0137
 PY0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0137'RECOVERED IN GOOD CONDITION.
 PY0137
 PY0137                          STATION RECOVERY (1987)
 PY0137
 PY0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0610 ***********************************************************************
 PV0610  DESIGNATION -  19 GRS
 PV0610  PID         -  PV0610
 PV0610  STATE/COUNTY-  WY/CAMPBELL
 PV0610  USGS QUAD   -  WHITE TAIL BUTTE (1971)
 PV0610
 PV0610                         *CURRENT SURVEY CONTROL
 PV0610  ___________________________________________________________________
 PV0610* NAD 83(1986)-  44 47 50.     (N)    105 33 40.     (W)     SCALED    
 PV0610* NAVD 88     -      1298.340  (meters)    4259.64   (feet)  POSTED    
 PV0610  ___________________________________________________________________
 PV0610  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 PV0610  DYNAMIC HT  -        1297.890 (meters)    4258.16  (feet)  COMP
 PV0610  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 PV0610
 PV0610  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0610
 PV0610.The horizontal coordinates were scaled from a topographic map and have
 PV0610.an estimated accuracy of +/- 6 seconds.
 PV0610
 PV0610.The orthometric height was determined by differential leveling
 PV0610.and adjusted by the National Geodetic Survey in 1992..
 PV0610.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0610.rate of 0.0 thru 1.0 mm/km.
 PV0610
 PV0610.The geoid height was determined by GEOID03.
 PV0610
 PV0610.The dynamic height is computed by dividing the NAVD 88
 PV0610.geopotential number by the normal gravity value computed on the
 PV0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0610.degrees latitude (g = 980.6199 gals.).
 PV0610
 PV0610.The modeled gravity was interpolated from observed gravity values.
 PV0610
 PV0610;                    North         East    Units  Estimated Accuracy
 PV0610;SPC WY E     -   477,410.      168,790.      MT  (+/- 180 meters Scaled)
 PV0610
 PV0610                          SUPERSEDED SURVEY CONTROL
 PV0610
 PV0610.No superseded survey control is available for this station.
 PV0610
 PV0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK556605(NAD 83)
 PV0610_MARKER: DB = BENCH MARK DISK
 PV0610_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0610_SP_SET: COPPER-CLAD STEEL ROD
 PV0610_STAMPING: 19 GRS 1971
 PV0610_MARK LOGO: USGS  
 PV0610_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0610+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0610
 PV0610  HISTORY     - Date     Condition        Report By
 PV0610  HISTORY     - 1971     MONUMENTED       USGS
 PV0610
 PV0610                          STATION DESCRIPTION
 PV0610
 PV0610'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0610'FROM WESTON, WYOMING POST OFFICE, PROCEED 11.4 MILES NORTH ALONG
 PV0610'STATE HIGHWAY 59 TO A T-JUNCTION WITH ELK CREEK ROAD, THENCE 9.0
 PV0610'MILES WEST ALONG ELK CREEK ROAD TO A CATTLE GUARD, 1.9 MILES WEST OF
 PV0610'FOUR CORNERS, 49 FEET NORTH AND 13 FEET EAST OF AND 2 FEET LOWER THAN
 PV0610'A CATTLE GUARD, 1 FOOT EAST OF A FENCE CORNER, 1 FOOT WEST OF A
 PV0610'WITNESS POST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 PV0610'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0079 ***********************************************************************
 NR0079  DESIGNATION -  19 HA
 NR0079  PID         -  NR0079
 NR0079  STATE/COUNTY-  WY/CARBON
 NR0079  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0079
 NR0079                         *CURRENT SURVEY CONTROL
 NR0079  ___________________________________________________________________
 NR0079* NAD 83(1986)-  42 11 18.     (N)    106 10 08.     (W)     SCALED    
 NR0079* NAVD 88     -      2117.197  (meters)    6946.17   (feet)  ADJUSTED  
 NR0079  ___________________________________________________________________
 NR0079  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 NR0079  DYNAMIC HT  -        2115.495 (meters)    6940.59  (feet)  COMP
 NR0079  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 NR0079
 NR0079  VERT ORDER  -  SECOND    CLASS 0
 NR0079
 NR0079.The horizontal coordinates were scaled from a topographic map and have
 NR0079.an estimated accuracy of +/- 6 seconds.
 NR0079
 NR0079.The orthometric height was determined by differential leveling
 NR0079.and adjusted by the National Geodetic Survey in June 1991..
 NR0079
 NR0079.The geoid height was determined by GEOID03.
 NR0079
 NR0079.The dynamic height is computed by dividing the NAVD 88
 NR0079.geopotential number by the normal gravity value computed on the
 NR0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0079.degrees latitude (g = 980.6199 gals.).
 NR0079
 NR0079.The modeled gravity was interpolated from observed gravity values.
 NR0079
 NR0079;                    North         East    Units  Estimated Accuracy
 NR0079;SPC WYEC     -   288,150.      496,190.      MT  (+/- 180 meters Scaled)
 NR0079
 NR0079                          SUPERSEDED SURVEY CONTROL
 NR0079
 NR0079  NGVD 29 (??/??/92) 2116.107  (m)         6942.59   (f) ADJ UNCH    2 0
 NR0079
 NR0079.Superseded values are not recommended for survey control.
 NR0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0079.See file dsdata.txt to determine how the superseded data were derived.
 NR0079
 NR0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG034713(NAD 83)
 NR0079_MARKER: DD = SURVEY DISK
 NR0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NR0079_SP_SET: CONCRETE BASE
 NR0079_STAMPING: 19 HA 1948
 NR0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0079
 NR0079  HISTORY     - Date     Condition        Report By
 NR0079  HISTORY     - 1948     MONUMENTED       USGS
 NR0079  HISTORY     - 1959     GOOD             NGS
 NR0079
 NR0079                          STATION DESCRIPTION
 NR0079
 NR0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0079'22.8 MI N FROM MEDICINE BOW.
 NR0079'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0079'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0079'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0079'ABOUT 3.7 MILES NORTHEAST ALONG A GRADED DIRT ROAD, AT A SECTION LINE
 NR0079'FENCE, 296 FEET WEST OF THE CENTER LINE OF THE ROAD, IN SECTION 34, R
 NR0079'78 W, T 26 N, 24 FEET EAST OF THE CENTER LINE OF AN OLD ROAD, 9 FEET
 NR0079'EAST OF THE CENTER OF AN IRON FRAMED GATE, IN THE TOP OF THE CONCRETE
 NR0079'BASE OF A 13-FOOT STEEL GATE POST FLUSH WITH THE GROUND, AND ABOUT 2
 NR0079'FEET BELOW THE LEVEL OF THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0829 ***********************************************************************
 PY0829  DESIGNATION -  19 MDC
 PY0829  PID         -  PY0829
 PY0829  STATE/COUNTY-  WY/TETON
 PY0829  USGS QUAD   -  LEWIS CANYON (1996)
 PY0829
 PY0829                         *CURRENT SURVEY CONTROL
 PY0829  ___________________________________________________________________
 PY0829* NAD 83(1986)-  44 07 33.     (N)    110 39 50.     (W)     SCALED    
 PY0829* NAVD 88     -      2114.394  (meters)    6936.97   (feet)  ADJUSTED  
 PY0829  ___________________________________________________________________
 PY0829  GEOID HEIGHT-          -8.51  (meters)                     GEOID03
 PY0829  DYNAMIC HT  -        2113.054 (meters)    6932.58  (feet)  COMP
 PY0829  MODELED GRAV-     979,908.6   (mgal)                       NAVD 88
 PY0829
 PY0829  VERT ORDER  -  FIRST     CLASS II
 PY0829
 PY0829.The horizontal coordinates were scaled from a topographic map and have
 PY0829.an estimated accuracy of +/- 6 seconds.
 PY0829
 PY0829.The orthometric height was determined by differential leveling
 PY0829.and adjusted by the National Geodetic Survey in June 1991..
 PY0829
 PY0829.The geoid height was determined by GEOID03.
 PY0829
 PY0829.The dynamic height is computed by dividing the NAVD 88
 PY0829.geopotential number by the normal gravity value computed on the
 PY0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0829.degrees latitude (g = 980.6199 gals.).
 PY0829
 PY0829.The modeled gravity was interpolated from observed gravity values.
 PY0829
 PY0829;                    North         East    Units  Estimated Accuracy
 PY0829;SPC WY W     -   502,890.      753,540.      MT  (+/- 180 meters Scaled)
 PY0829
 PY0829                          SUPERSEDED SURVEY CONTROL
 PY0829
 PY0829  NGVD 29 (08/20/92) 2113.119  (m)         6932.79   (f) ADJUSTED    1 2
 PY0829
 PY0829.Superseded values are not recommended for survey control.
 PY0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0829.See file dsdata.txt to determine how the superseded data were derived.
 PY0829
 PY0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP268859(NAD 83)
 PY0829_MARKER: DB = BENCH MARK DISK
 PY0829_SETTING: 66 = SET IN ROCK OUTCROP
 PY0829_SP_SET: BEDROCK
 PY0829_STAMPING: 19 MDC 1977 6932
 PY0829_MARK LOGO: USGS  
 PY0829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0829+STABILITY: POSITION/ELEVATION WELL
 PY0829
 PY0829  HISTORY     - Date     Condition        Report By
 PY0829  HISTORY     - 1977     MONUMENTED       USGS
 PY0829  HISTORY     - 1987     GOOD             NGS
 PY0829
 PY0829                          STATION DESCRIPTION
 PY0829
 PY0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0829'2.9 KM (1.80 MI) NORTH FROM FLAGG RANCH.
 PY0829'2.9 KM (1.80 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0829'FLAGG RANCH HEADQUARTERS IN FLAGG RANCH, IN A ROCK LEDGE NEAR THE
 PY0829'CENTER OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 1.3 KM (0.80
 PY0829'MI) SOUTH OF THE SOUTH ENTRANCE GATE, AND 4.9 M (16.1 FT) WEST OF THE
 PY0829'CENTERLINE OF THE HIGHWAY.
 PY0829'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0988 ***********************************************************************
 PY0988  DESIGNATION -  19 MDC
 PY0988  PID         -  PY0988
 PY0988  STATE/COUNTY-  WY/PARK
 PY0988  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0988
 PY0988                         *CURRENT SURVEY CONTROL
 PY0988  ___________________________________________________________________
 PY0988* NAD 83(1986)-  44 51 12.     (N)    110 25 01.     (W)     SCALED    
 PY0988* NAVD 88     -      2337.021  (meters)    7667.38   (feet)  ADJUSTED  
 PY0988  ___________________________________________________________________
 PY0988  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY0988  DYNAMIC HT  -        2335.576 (meters)    7662.64  (feet)  COMP
 PY0988  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 PY0988
 PY0988  VERT ORDER  -  FIRST     CLASS II
 PY0988
 PY0988.The horizontal coordinates were scaled from a topographic map and have
 PY0988.an estimated accuracy of +/- 6 seconds.
 PY0988
 PY0988.The orthometric height was determined by differential leveling
 PY0988.and adjusted by the National Geodetic Survey in June 1991..
 PY0988
 PY0988.The geoid height was determined by GEOID03.
 PY0988
 PY0988.The dynamic height is computed by dividing the NAVD 88
 PY0988.geopotential number by the normal gravity value computed on the
 PY0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0988.degrees latitude (g = 980.6199 gals.).
 PY0988
 PY0988.The modeled gravity was interpolated from observed gravity values.
 PY0988
 PY0988;                    North         East    Units  Estimated Accuracy
 PY0988;SPC WYWC     -   484,920.      468,240.      MT  (+/- 180 meters Scaled)
 PY0988
 PY0988                          SUPERSEDED SURVEY CONTROL
 PY0988
 PY0988  NGVD 29 (08/20/92) 2335.659  (m)         7662.91   (f) ADJUSTED    1 2
 PY0988
 PY0988.Superseded values are not recommended for survey control.
 PY0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0988.See file dsdata.txt to determine how the superseded data were derived.
 PY0988
 PY0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ460668(NAD 83)
 PY0988_MARKER: DB = BENCH MARK DISK
 PY0988_SETTING: 80 = SET IN A BOULDER
 PY0988_SP_SET: BOULDER
 PY0988_STAMPING: 19 MDC 1976 7662
 PY0988_MARK LOGO: USGS  
 PY0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0988+STABILITY: SURFACE MOTION
 PY0988
 PY0988  HISTORY     - Date     Condition        Report By
 PY0988  HISTORY     - 1976     MONUMENTED       USGS
 PY0988  HISTORY     - 1987     GOOD             NGS
 PY0988
 PY0988                          STATION DESCRIPTION
 PY0988
 PY0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0988'11.1 KM (6.90 MI) SOUTH FROM TOWER JUNCTION.
 PY0988'11.1 KM (6.90 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0988'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE CENTER OF
 PY0988'AN 8 BY 8 FOOT BOULDER THAT PROJECTS 40-INCHES ABOVE THE GROUND
 PY0988'SURFACE, AT THE EAST END OF A HIGHWAY PULLOUT, AND 8.6 M (28.2 FT)
 PY0988'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 PY0988'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0483 ***********************************************************************
 OU0483  DESIGNATION -  19 RGB
 OU0483  PID         -  OU0483
 OU0483  STATE/COUNTY-  WY/WESTON
 OU0483  USGS QUAD   -  BUCK CREEK (1971)
 OU0483
 OU0483                         *CURRENT SURVEY CONTROL
 OU0483  ___________________________________________________________________
 OU0483* NAD 83(1986)-  43 49 11.     (N)    105 04 20.     (W)     SCALED    
 OU0483* NAVD 88     -      1425.708  (meters)    4677.51   (feet)  POSTED    
 OU0483  ___________________________________________________________________
 OU0483  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 OU0483  DYNAMIC HT  -        1425.020 (meters)    4675.25  (feet)  COMP
 OU0483  MODELED GRAV-     980,085.4   (mgal)                       NAVD 88
 OU0483
 OU0483  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0483
 OU0483.The horizontal coordinates were scaled from a topographic map and have
 OU0483.an estimated accuracy of +/- 6 seconds.
 OU0483
 OU0483.The orthometric height was determined by differential leveling
 OU0483.and adjusted by the National Geodetic Survey in 1992..
 OU0483.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0483.rate of 0.0 thru 1.0 mm/km.
 OU0483
 OU0483.The geoid height was determined by GEOID03.
 OU0483
 OU0483.The dynamic height is computed by dividing the NAVD 88
 OU0483.geopotential number by the normal gravity value computed on the
 OU0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0483.degrees latitude (g = 980.6199 gals.).
 OU0483
 OU0483.The modeled gravity was interpolated from observed gravity values.
 OU0483
 OU0483;                    North         East    Units  Estimated Accuracy
 OU0483;SPC WY E     -   368,720.      207,600.      MT  (+/- 180 meters Scaled)
 OU0483
 OU0483                          SUPERSEDED SURVEY CONTROL
 OU0483
 OU0483.No superseded survey control is available for this station.
 OU0483
 OU0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ941518(NAD 83)
 OU0483_MARKER: DB = BENCH MARK DISK
 OU0483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0483_SP_SET: COPPER-CLAD STEEL ROD
 OU0483_STAMPING: 19 RGB 1971
 OU0483_MARK LOGO: USGS  
 OU0483_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0483+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0483
 OU0483  HISTORY     - Date     Condition        Report By
 OU0483  HISTORY     - 1971     MONUMENTED       USGS
 OU0483
 OU0483                          STATION DESCRIPTION
 OU0483
 OU0483'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0483'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0483'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0483'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0483'ROAD FORK, THENCE 13.4 MILES SOUTH TO A T-ROAD SOUTHEAST, 26.0 MILES
 OU0483'SOUTH OF J. JESSEN RANCH, 131 FEET SOUTHEAST AND 21 FEET NORTHEAST
 OU0483'OF THE CENTERLINE OF THE ROAD AT A T-ROAD SOUTHEAST, ON SMALL TOP, 3
 OU0483'FEET WEST OF A WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD AND FLUSH
 OU0483'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0509 ***********************************************************************
 OU0509  DESIGNATION -  19 SJS
 OU0509  PID         -  OU0509
 OU0509  STATE/COUNTY-  WY/CONVERSE
 OU0509  USGS QUAD   -  SPLIT HILL SW (1981)
 OU0509
 OU0509                         *CURRENT SURVEY CONTROL
 OU0509  ___________________________________________________________________
 OU0509* NAD 83(1986)-  43 05 13.     (N)    104 59 46.     (W)     SCALED    
 OU0509* NAVD 88     -      1439.451  (meters)    4722.60   (feet)  ADJUSTED  
 OU0509  ___________________________________________________________________
 OU0509  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 OU0509  DYNAMIC HT  -        1438.654 (meters)    4719.98  (feet)  COMP
 OU0509  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 OU0509
 OU0509  VERT ORDER  -  THIRD
 OU0509
 OU0509.The horizontal coordinates were scaled from a topographic map and have
 OU0509.an estimated accuracy of +/- 6 seconds.
 OU0509
 OU0509.The orthometric height was determined by differential leveling
 OU0509.and adjusted by the National Geodetic Survey in December 1993..
 OU0509
 OU0509.The geoid height was determined by GEOID03.
 OU0509
 OU0509.The dynamic height is computed by dividing the NAVD 88
 OU0509.geopotential number by the normal gravity value computed on the
 OU0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0509.degrees latitude (g = 980.6199 gals.).
 OU0509
 OU0509.The modeled gravity was interpolated from observed gravity values.
 OU0509
 OU0509;                    North         East    Units  Estimated Accuracy
 OU0509;SPC WY E     -   287,330.      213,890.      MT  (+/- 180 meters Scaled)
 OU0509
 OU0509                          SUPERSEDED SURVEY CONTROL
 OU0509
 OU0509.No superseded survey control is available for this station.
 OU0509
 OU0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH003704(NAD 83)
 OU0509_MARKER: DB = BENCH MARK DISK
 OU0509_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0509+WITH SETTING: INFORMATION.
 OU0509_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0509_STAMPING: 19 SJS 1970
 OU0509_MARK LOGO: USGS  
 OU0509_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0509
 OU0509  HISTORY     - Date     Condition        Report By
 OU0509  HISTORY     - 1970     MONUMENTED       USGS
 OU0509
 OU0509                          STATION DESCRIPTION
 OU0509
 OU0509'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0509'FROM THE KETELSEN RANCH HEADQUARTERS, PROCEED 9.7 MILES (15.6 KM)
 OU0509'SOUTH ALONG THE ROAD TO DOUGLAS, WY, IN THE NORTHWEST CORNER OF S.23,
 OU0509'T.36 N., R.68 W., 135 FEET (41.1 M) NORTHWEST ALONG THE ROAD AND 40
 OU0509'FEET (12.2 M) WEST OF THE ROAD FROM A ROAD FORK LEADING NORTHEAST TO
 OU0509'THE WALLIS RANCH, 3.8 FEET (1.2 M) HIGHER THAN THE ROAD FORK, ENCASED
 OU0509'IN A 6-INCH WHITE PLASTIC PIPE, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0669 ***********************************************************************
 NT0669  DESIGNATION -  19 TET
 NT0669  PID         -  NT0669
 NT0669  STATE/COUNTY-  WY/SWEETWATER
 NT0669  USGS QUAD   -  FONTENELLE RESERVOIR SE (1978)
 NT0669
 NT0669                         *CURRENT SURVEY CONTROL
 NT0669  ___________________________________________________________________
 NT0669* NAD 83(1986)-  42 01 27.     (N)    110 04 51.     (W)     SCALED    
 NT0669* NAVD 88     -      2013.417  (meters)    6605.69   (feet)  ADJUSTED  
 NT0669  ___________________________________________________________________
 NT0669  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 NT0669  DYNAMIC HT  -        2011.742 (meters)    6600.19  (feet)  COMP
 NT0669  MODELED GRAV-     979,718.8   (mgal)                       NAVD 88
 NT0669
 NT0669  VERT ORDER  -  THIRD
 NT0669
 NT0669.The horizontal coordinates were scaled from a topographic map and have
 NT0669.an estimated accuracy of +/- 6 seconds.
 NT0669
 NT0669.The orthometric height was determined by differential leveling
 NT0669.and adjusted by the National Geodetic Survey in December 1993..
 NT0669
 NT0669.The geoid height was determined by GEOID03.
 NT0669
 NT0669.The dynamic height is computed by dividing the NAVD 88
 NT0669.geopotential number by the normal gravity value computed on the
 NT0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0669.degrees latitude (g = 980.6199 gals.).
 NT0669
 NT0669.The modeled gravity was interpolated from observed gravity values.
 NT0669
 NT0669;                    North         East    Units  Estimated Accuracy
 NT0669;SPC WYWC     -   170,120.      489,790.      MT  (+/- 180 meters Scaled)
 NT0669
 NT0669                          SUPERSEDED SURVEY CONTROL
 NT0669
 NT0669  NGVD 29 (??/??/92) 2012.08   (m)         6601.3    (f) COMPUTED    3 0
 NT0669
 NT0669.Superseded values are not recommended for survey control.
 NT0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0669.See file dsdata.txt to determine how the superseded data were derived.
 NT0669
 NT0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM760528(NAD 83)
 NT0669_MARKER: DB = BENCH MARK DISK
 NT0669_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NT0669_SP_SET: COPPER-CLAD STEEL ROD
 NT0669_STAMPING: 19 TET 1968
 NT0669_MARK LOGO: USGS  
 NT0669_MAGNETIC: I = MARKER IS A STEEL ROD
 NT0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0669+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NT0669
 NT0669  HISTORY     - Date     Condition        Report By
 NT0669  HISTORY     - 1968     MONUMENTED       USGS
 NT0669
 NT0669                          STATION DESCRIPTION
 NT0669
 NT0669'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NT0669'FROM FONTENELLE, WYOMING, PROCEED 2.9 MILES NORTH ALONG COUNTY ROAD,
 NT0669'THENCE 0.3 MILES WEST ALONG FONTENELLE RESERVOIR ACCESS ROAD, NEAR
 NT0669'THE SOUTHWEST 1/4 CORNER OF SECTION 25/TOWNSHIP 24 NORTH/RANGE 112
 NT0669'WEST, 93 FEET NORTH AND 10 FEET WEST OF THE ROAD AT A TRAIL CROSSING,
 NT0669'1 FOOT SOUTH OF A WITNESS POST, SET IN A COPPER-CLAD STEEL ROD AND
 NT0669'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0360 ***********************************************************************
 PW0360  DESIGNATION -  19 WDE
 PW0360  PID         -  PW0360
 PW0360  STATE/COUNTY-  WY/BIG HORN
 PW0360  USGS QUAD   -  SHELL (1993)
 PW0360
 PW0360                         *CURRENT SURVEY CONTROL
 PW0360  ___________________________________________________________________
 PW0360* NAD 83(1986)-  44 32 03.     (N)    107 46 46.     (W)     SCALED    
 PW0360* NAVD 88     -      1288.948  (meters)    4228.82   (feet)  ADJUSTED  
 PW0360  ___________________________________________________________________
 PW0360  GEOID HEIGHT-         -10.75  (meters)                     GEOID03
 PW0360  DYNAMIC HT  -        1288.432 (meters)    4227.13  (feet)  COMP
 PW0360  MODELED GRAV-     980,172.3   (mgal)                       NAVD 88
 PW0360
 PW0360  VERT ORDER  -  SECOND    CLASS 0
 PW0360
 PW0360.The horizontal coordinates were scaled from a topographic map and have
 PW0360.an estimated accuracy of +/- 6 seconds.
 PW0360
 PW0360.The orthometric height was determined by differential leveling
 PW0360.and adjusted by the National Geodetic Survey in June 1991..
 PW0360
 PW0360.The geoid height was determined by GEOID03.
 PW0360
 PW0360.The dynamic height is computed by dividing the NAVD 88
 PW0360.geopotential number by the normal gravity value computed on the
 PW0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0360.degrees latitude (g = 980.6199 gals.).
 PW0360
 PW0360.The modeled gravity was interpolated from observed gravity values.
 PW0360
 PW0360;                    North         East    Units  Estimated Accuracy
 PW0360;SPC WYEC     -   548,200.      364,540.      MT  (+/- 180 meters Scaled)
 PW0360
 PW0360                          SUPERSEDED SURVEY CONTROL
 PW0360
 PW0360  NGVD 29 (??/??/92) 1288.145  (m)         4226.19   (f) ADJ UNCH    2 0
 PW0360
 PW0360.Superseded values are not recommended for survey control.
 PW0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0360.See file dsdata.txt to determine how the superseded data were derived.
 PW0360
 PW0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK791349(NAD 83)
 PW0360_MARKER: DD = SURVEY DISK
 PW0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0360_STAMPING: 19 WDE 1958
 PW0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0360+STABILITY: SURFACE MOTION
 PW0360
 PW0360  HISTORY     - Date     Condition        Report By
 PW0360  HISTORY     - 1958     MONUMENTED       USGS
 PW0360  HISTORY     - 1966     GOOD             NGS
 PW0360
 PW0360                          STATION DESCRIPTION
 PW0360
 PW0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0360'IN SHELL.
 PW0360'AT SHELL, 0.15 MILE SOUTH ALONG U.S. HIGHWAY 14 FROM THE GENERAL
 PW0360'STORE, AT THE JUNCTION OF A ROAD LEADING TO TRAPPER LODGE, 73 1/2 FEET
 PW0360'EAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTH OF THE CENTER
 PW0360'LINE OF THE ROAD, 9 FEET NORTH OF TELEPHONE POLE 2, 1.3 FEET WEST OF A
 PW0360'FENCE, 1.2 FEET NORTH OF A WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN
 PW0360'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PW0360'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0086 ***********************************************************************
 NT0086  DESIGNATION -  1916
 NT0086  PID         -  NT0086
 NT0086  STATE/COUNTY-  WY/LINCOLN
 NT0086  USGS QUAD   -  PARK CREEK (1980)
 NT0086
 NT0086                         *CURRENT SURVEY CONTROL
 NT0086  ___________________________________________________________________
 NT0086* NAD 83(1986)-  42 51 53.     (N)    110 42 10.     (W)     SCALED    
 NT0086* NAVD 88     -      2076.243  (meters)    6811.81   (feet)  ADJUSTED  
 NT0086  ___________________________________________________________________
 NT0086  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 NT0086  DYNAMIC HT  -        2074.697 (meters)    6806.74  (feet)  COMP
 NT0086  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 NT0086
 NT0086  VERT ORDER  -  SECOND    CLASS 0
 NT0086
 NT0086.The horizontal coordinates were scaled from a topographic map and have
 NT0086.an estimated accuracy of +/- 6 seconds.
 NT0086
 NT0086.The orthometric height was determined by differential leveling
 NT0086.and adjusted by the National Geodetic Survey in June 1991..
 NT0086
 NT0086.The geoid height was determined by GEOID03.
 NT0086
 NT0086.The dynamic height is computed by dividing the NAVD 88
 NT0086.geopotential number by the normal gravity value computed on the
 NT0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0086.degrees latitude (g = 980.6199 gals.).
 NT0086
 NT0086.The modeled gravity was interpolated from observed gravity values.
 NT0086
 NT0086;                    North         East    Units  Estimated Accuracy
 NT0086;SPC WY W     -   362,810.      749,380.      MT  (+/- 180 meters Scaled)
 NT0086
 NT0086                          SUPERSEDED SURVEY CONTROL
 NT0086
 NT0086  NGVD 29 (??/??/92) 2074.907  (m)         6807.42   (f) ADJ UNCH    2 0
 NT0086
 NT0086.Superseded values are not recommended for survey control.
 NT0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0086.See file dsdata.txt to determine how the superseded data were derived.
 NT0086
 NT0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN242458(NAD 83)
 NT0086_MARKER: DD = SURVEY DISK
 NT0086_SETTING: 66 = SET IN ROCK OUTCROP
 NT0086_SP_SET: ROCK CLIFF
 NT0086_STAMPING: 1916 6804
 NT0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0086+STABILITY: POSITION/ELEVATION WELL
 NT0086
 NT0086  HISTORY     - Date     Condition        Report By
 NT0086  HISTORY     - UNK      MONUMENTED       CGS
 NT0086  HISTORY     - 1946     GOOD             NGS
 NT0086
 NT0086                          STATION DESCRIPTION
 NT0086
 NT0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NT0086'34.9 MI SE FROM ALPINE.
 NT0086'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0086'THENCE ABOUT 33.3 MILES SOUTHEAST ALONG GREYS RIVER ROAD, AT A
 NT0086'INTERSECTION OF GREYS RIVER ROAD AND SHEEP CREEK ROAD, 46 FEET NORTH
 NT0086'OF A WOODEN BRIDGE OVER SHEEP CREEK, 36 FEET EAST OF THE CENTER LINE
 NT0086'OF GREYS RIVER ROAD, 28 FEET NORTH OF THE CENTER LINE OF SHEEP CREEK
 NT0086'ROAD, AND SET SLANTING ON TOP OF A ROCK CLIFF FORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1282 ***********************************************************************
 MO1282  DESIGNATION -  192
 MO1282  PID         -  MO1282
 MO1282  STATE/COUNTY-  WY/ALBANY
 MO1282  USGS QUAD   -  ALSOP LAKE (1978)
 MO1282
 MO1282                         *CURRENT SURVEY CONTROL
 MO1282  ___________________________________________________________________
 MO1282* NAD 83(1993)-  41 29 34.09559(N)    105 48 12.57376(W)     ADJUSTED  
 MO1282* NAVD 88     -      2171.24   (+/-2cm)    7123.5    (feet)  VERTCON   
 MO1282  ___________________________________________________________________
 MO1282  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 MO1282  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 MO1282
 MO1282  HORZ ORDER  -  THIRD
 MO1282  VERT ORDER  -  THIRD ? (See Below)
 MO1282
 MO1282.The horizontal coordinates were established by classical geodetic methods
 MO1282.and adjusted by the National Geodetic Survey in January 1997..
 MO1282
 MO1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1282.The vertical order pertains to the NGVD 29 superseded value.
 MO1282
 MO1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1282
 MO1282.The geoid height was determined by GEOID03.
 MO1282
 MO1282;                    North         East     Units Scale Factor Converg.
 MO1282;SPC WY E     -   110,443.635   146,824.767   MT  0.99997228   -0 25 18.9
 MO1282;UTM  13      - 4,593,776.947   432,930.577   MT  0.99965536   -0 31 56.5
 MO1282
 MO1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1282!SPC WY E     -   0.99966138  x   0.99997228  =   0.99963367
 MO1282!UTM  13      -   0.99966138  x   0.99965536  =   0.99931685
 MO1282
 MO1282|---------------------------------------------------------------------|
 MO1282| PID    Reference Object                     Distance      Geod. Az  |
 MO1282|                                                           dddmmss.s |
 MO1282| CP9427 192 RM 1                             15.881 METERS 01741     |
 MO1282| CP9426 192 AZ MK                                          1203618.4 |
 MO1282| CP9428 192 RM 2                             13.998 METERS 14031     |
 MO1282|---------------------------------------------------------------------|
 MO1282
 MO1282                          SUPERSEDED SURVEY CONTROL
 MO1282
 MO1282  NAD 83(1986)-  41 29 34.08113(N)    105 48 12.57462(W) AD(       ) 3
 MO1282  NAD 27      -  41 29 34.18000(N)    105 48 10.58600(W) AD(       ) 3
 MO1282  NGVD 29 (07/19/86) 2170.15   (m)         7119.9    (f) LEVELING    3  
 MO1282
 MO1282.Superseded values are not recommended for survey control.
 MO1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1282.See file dsdata.txt to determine how the superseded data were derived.
 MO1282
 MO1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF3293193777(NAD 83)
 MO1282_MARKER: DD = SURVEY DISK
 MO1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1282
 MO1282  HISTORY     - Date     Condition        Report By
 MO1282  HISTORY     - 1948     MONUMENTED       WYGS
 MO1282
 MO1282                          STATION DESCRIPTION
 MO1282
 MO1282'DESCRIBED BY WYOMING GEODETIC SURVEY 1948 (DHK)
 MO1282'THE STATION, A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 MO1282'BRONZE DISK, IS LOCATED ABOUT 21 MILES AIR LINE NORTHWEST OF
 MO1282'LARAMIE, NEAR THE CENTER OF SECTION 34, T. 16 N,. R. 75., IN
 MO1282'OPEN COUNTRY, ON THE HIGHEST POINT OF A LOW FLAT-TOPPED HILL
 MO1282'WHICH IS THE HIGHEST IN THE VICINITY, ABOUT 0.2 MILE SOUTH
 MO1282'OF A SMALL LAKE, 7 FEET SOUTH OF A 4 X 4 WITNESS POST, SET
 MO1282'IN TOP OF A 6 X 6 CONCRETE POST, PROJECTS 5 INCHES, STAMPED,
 MO1282'192.
 MO1282'
 MO1282'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 MO1282'STATION, ON THE NORTHEAST SLOPE, 16 PACES NORTHEAST OF A
 MO1282'4 X 4 WITNESS POST, PROJECTS 3 INCHES, STAMPED, 192 NO 1 1948.
 MO1282'
 MO1282'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 MO1282'STATION, ON THE SOUTHEAST SLOPE, PROJECTS 3 INCHES, STAMPED,
 MO1282'192 NO 2 1948.
 MO1282'
 MO1282'THE AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK, IS
 MO1282'LOCATED ALONG THE ROAD TO STATION, 24 FEET SOUTH OF AN IRRIGATION
 MO1282'DITCH, 12 FEET NORTHWEST OF THE CENTER LINE OF TRACK ROAD, 2
 MO1282'FEET NORTHWEST OF A 4 X 4 WITNESS POST, A BRONZE CAP RIVETED
 MO1282'TO THE TOP OF A 3-1/2 INCH IRON PIPE, PROJECTS 18 INCHES,
 MO1282'STAMPED, LARAMIE 7136.
 MO1282'
 MO1282'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAYS
 MO1282'130 AND 230 IN LARAMIE.  GO WESTERLY ON STATE HIGHWAYS 130 AND
 MO1282'230 FOR 2.0 MILES TO FORKS.  TAKE THE RIGHT FORK, STATE HIGHWAY
 MO1282'130 AND GO NORTHWESTERLY FOR 4.6 MILES TO A GRADED ROAD
 MO1282'RIGHT.  TURN RIGHT (NORTH) CROSSING CATTLE GUARD AND GO
 MO1282'NORTHERLY FOR 6.2 MILES TO A POINT WHERE THE GRADED ROAD
 MO1282'TURNS LEFT (WEST) AND ANOTHER ROAD CONTINUES STRAIGHT AHEAD.
 MO1282'CONTINUE STRAIGHT AHEAD (NORTHERLY) AND FOLLOW THIS ROAD FOR
 MO1282'2.9 MILES TO A FORK AT THE TOP OF GRADE.  HERE JOG RIGHT AND
 MO1282'CONTINUE NORTH ON TRACK ROAD ALONG THE EAST SIDE OF SECTION
 MO1282'LINE FENCE FOR 3.2 MILES TO A LARGE LAKE.  CONTINUE NORTH
 MO1282'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED
 MO1282'ABOVE.  CONTINUE NORTH ALONG TRACK ROAD FOR 0.25 MILE TO A
 MO1282'WIRE GATE IN THE SECTION LINE FENCE.  TURN LEFT PASS
 MO1282'THROUGH GATE AND CONTINUE WESTERLY ALONG TRACK ROAD FOR
 MO1282'0.65 MILE.  AT THIS POINT TURN RIGHT NORTH (LEAVING TRACK
 MO1282'ROAD) AND GO 0.3 MILE TO THE HIGHEST POINT AND STATION AS
 MO1282'DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0469 ***********************************************************************
 MO0469  DESIGNATION -  2
 MO0469  PID         -  MO0469
 MO0469  STATE/COUNTY-  WY/ALBANY
 MO0469  USGS QUAD   -  BUFORD (1987)
 MO0469
 MO0469                         *CURRENT SURVEY CONTROL
 MO0469  ___________________________________________________________________
 MO0469* NAD 83(1986)-  41 06 04.     (N)    105 21 22.     (W)     SCALED    
 MO0469* NAVD 88     -      2457.027  (meters)    8061.10   (feet)  ADJUSTED  
 MO0469  ___________________________________________________________________
 MO0469  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 MO0469  DYNAMIC HT  -        2454.758 (meters)    8053.65  (feet)  COMP
 MO0469  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 MO0469
 MO0469  VERT ORDER  -  FIRST     CLASS II
 MO0469
 MO0469.The horizontal coordinates were scaled from a topographic map and have
 MO0469.an estimated accuracy of +/- 6 seconds.
 MO0469
 MO0469.The orthometric height was determined by differential leveling
 MO0469.and adjusted by the National Geodetic Survey in June 1991..
 MO0469
 MO0469.The geoid height was determined by GEOID03.
 MO0469
 MO0469.The dynamic height is computed by dividing the NAVD 88
 MO0469.geopotential number by the normal gravity value computed on the
 MO0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0469.degrees latitude (g = 980.6199 gals.).
 MO0469
 MO0469.The modeled gravity was interpolated from observed gravity values.
 MO0469
 MO0469;                    North         East    Units  Estimated Accuracy
 MO0469;SPC WY E     -    66,770.      184,090.      MT  (+/- 180 meters Scaled)
 MO0469
 MO0469                          SUPERSEDED SURVEY CONTROL
 MO0469
 MO0469  NGVD 29 (??/??/92) 2455.866  (m)         8057.29   (f) ADJ UNCH    1 2
 MO0469
 MO0469.Superseded values are not recommended for survey control.
 MO0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0469.See file dsdata.txt to determine how the superseded data were derived.
 MO0469
 MO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF700500(NAD 83)
 MO0469_MARKER: Z = SEE DESCRIPTION
 MO0469_SETTING: 66 = SET IN ROCK OUTCROP
 MO0469_SP_SET: GRANITE OUTCROP
 MO0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0469+STABILITY: POSITION/ELEVATION WELL
 MO0469
 MO0469  HISTORY     - Date     Condition        Report By
 MO0469  HISTORY     - UNK      MONUMENTED       USGS
 MO0469  HISTORY     - 1956     GOOD             NGS
 MO0469  HISTORY     - 1985     GOOD             DMA
 MO0469  HISTORY     - 1985     GOOD             DMA
 MO0469
 MO0469                          STATION DESCRIPTION
 MO0469
 MO0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0469'0.4 MI NW FROM SHERMAN.
 MO0469'0.4 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0469'RAILROAD STATION SIGN AT SHERMAN, 61 FEET SOUTH OF THE CENTER
 MO0469'LINE OF A GRAVELED ROAD, 7.6 FEET SOUTHWEST OF A WITNESS POST,
 MO0469'4 FEET ABOVE THE LEVEL OF THE ROAD, 1.0 FOOT ABOVE THE GROUND,
 MO0469'IN THE TOP OF A GRANITE OUTCROP, IN SECTION 16, TOWNSHIP 13
 MO0469'NORTH, RANGE 71 WEST.
 MO0469
 MO0469                          STATION RECOVERY (1985)
 MO0469
 MO0469'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0469'RECOVERED IN GOOD CONDITION.
 MO0469
 MO0469                          STATION RECOVERY (1985)
 MO0469
 MO0469'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0806 ***********************************************************************
 PY0806  DESIGNATION -  2
 PY0806  PID         -  PY0806
 PY0806  STATE/COUNTY-  WY/TETON
 PY0806  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY0806
 PY0806                         *CURRENT SURVEY CONTROL
 PY0806  ___________________________________________________________________
 PY0806* NAD 83(1986)-  44 19 10.     (N)    110 35 56.     (W)     SCALED    
 PY0806* NAVD 88     -      2375.884  (meters)    7794.88   (feet)  ADJUSTED  
 PY0806  ___________________________________________________________________
 PY0806  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0806  DYNAMIC HT  -        2374.288 (meters)    7789.64  (feet)  COMP
 PY0806  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 PY0806
 PY0806  VERT ORDER  -  FIRST     CLASS II
 PY0806
 PY0806.The horizontal coordinates were scaled from a topographic map and have
 PY0806.an estimated accuracy of +/- 6 seconds.
 PY0806
 PY0806.The orthometric height was determined by differential leveling
 PY0806.and adjusted by the National Geodetic Survey in June 1991..
 PY0806
 PY0806.The geoid height was determined by GEOID03.
 PY0806
 PY0806.The dynamic height is computed by dividing the NAVD 88
 PY0806.geopotential number by the normal gravity value computed on the
 PY0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0806.degrees latitude (g = 980.6199 gals.).
 PY0806
 PY0806.The modeled gravity was interpolated from observed gravity values.
 PY0806
 PY0806;                    North         East    Units  Estimated Accuracy
 PY0806;SPC WY W     -   524,370.      758,870.      MT  (+/- 180 meters Scaled)
 PY0806
 PY0806                          SUPERSEDED SURVEY CONTROL
 PY0806
 PY0806  NGVD 29 (08/20/92) 2374.517  (m)         7790.39   (f) ADJUSTED    1 2
 PY0806
 PY0806.Superseded values are not recommended for survey control.
 PY0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0806.See file dsdata.txt to determine how the superseded data were derived.
 PY0806
 PY0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ319074(NAD 83)
 PY0806_MARKER: DB = BENCH MARK DISK
 PY0806_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0806_SP_SET: HEADWALL
 PY0806_MARK LOGO: BPR   
 PY0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0806+STABILITY: SURFACE MOTION
 PY0806
 PY0806  HISTORY     - Date     Condition        Report By
 PY0806  HISTORY     - UNK      MONUMENTED       BPR
 PY0806  HISTORY     - 1987     GOOD             NGS
 PY0806
 PY0806                          STATION DESCRIPTION
 PY0806
 PY0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0806'9.2 KM (5.70 MI) SOUTH FROM GRANT VILLAGE.
 PY0806'9.2 KM (5.70 MI) SOUTHERLY ALONG THE SOUTH ENTRANCE ROAD FROM THE
 PY0806'JUNCTION OF GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, IN THE
 PY0806'CENTER OF THE EAST HEADWALL OF A STONE CULVERT, AND 6.1 M (20.0 FT)
 PY0806'EAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--NO STAMPING ON DISK.
 PY0806'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1035 ***********************************************************************
 PY1035  DESIGNATION -  2
 PY1035  PID         -  PY1035
 PY1035  STATE/COUNTY-  WY/PARK
 PY1035  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1035
 PY1035                         *CURRENT SURVEY CONTROL
 PY1035  ___________________________________________________________________
 PY1035* NAD 83(1986)-  44 54 59.     (N)    110 25 04.     (W)     SCALED    
 PY1035* NAVD 88     -      1912.437  (meters)    6274.39   (feet)  ADJUSTED  
 PY1035  ___________________________________________________________________
 PY1035  GEOID HEIGHT-          -8.42  (meters)                     GEOID03
 PY1035  DYNAMIC HT  -        1911.417 (meters)    6271.04  (feet)  COMP
 PY1035  MODELED GRAV-     980,016.0   (mgal)                       NAVD 88
 PY1035
 PY1035  VERT ORDER  -  FIRST     CLASS II
 PY1035
 PY1035.The horizontal coordinates were scaled from a topographic map and have
 PY1035.an estimated accuracy of +/- 6 seconds.
 PY1035
 PY1035.The orthometric height was determined by differential leveling
 PY1035.and adjusted by the National Geodetic Survey in June 1991..
 PY1035
 PY1035.The geoid height was determined by GEOID03.
 PY1035
 PY1035.The dynamic height is computed by dividing the NAVD 88
 PY1035.geopotential number by the normal gravity value computed on the
 PY1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1035.degrees latitude (g = 980.6199 gals.).
 PY1035
 PY1035.The modeled gravity was interpolated from observed gravity values.
 PY1035
 PY1035;                    North         East    Units  Estimated Accuracy
 PY1035;SPC WYWC     -   491,930.      468,320.      MT  (+/- 180 meters Scaled)
 PY1035
 PY1035                          SUPERSEDED SURVEY CONTROL
 PY1035
 PY1035  NGVD 29 (08/20/92) 1911.201  (m)         6270.33   (f) ADJUSTED    1 2
 PY1035
 PY1035.Superseded values are not recommended for survey control.
 PY1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1035.See file dsdata.txt to determine how the superseded data were derived.
 PY1035
 PY1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ459738(NAD 83)
 PY1035_MARKER: DR = REFERENCE MARK DISK
 PY1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1035_SP_SET: CONCRETE POST
 PY1035_STAMPING: NO 2
 PY1035_MARK LOGO: NGS   
 PY1035_PROJECTION: PROJECTING 10 CENTIMETERS
 PY1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1035+STABILITY: SURFACE MOTION
 PY1035
 PY1035  HISTORY     - Date     Condition        Report By
 PY1035  HISTORY     - UNK      MONUMENTED       NGS
 PY1035  HISTORY     - 1987     GOOD             NGS
 PY1035
 PY1035                          STATION DESCRIPTION
 PY1035
 PY1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1035'0.2 KM (0.10 MI) EAST FROM TOWER JUNCTION.
 PY1035'0.2 KM (0.10 MI) WESTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1035'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, 64.6 M (211.9 FT)
 PY1035'NORTHWEST OF THE TOWER JUNCTION SERVICE STATION, AND 20.1 M (65.9 FT)
 PY1035'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY1035'THE MARK IS 0.1 METERS  NE FROM  A WITNESS POST
 PY1035'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0281 ***********************************************************************
 NS0281  DESIGNATION -  2 33 100 9971
 NS0281  PID         -  NS0281
 NS0281  STATE/COUNTY-  WY/SUBLETTE
 NS0281  USGS QUAD   -  RAID LAKE (1981)
 NS0281
 NS0281                         *CURRENT SURVEY CONTROL
 NS0281  ___________________________________________________________________
 NS0281* NAD 83(1993)-  42 50 25.61520(N)    109 29 47.37964(W)     ADJUSTED  
 NS0281* NAVD 88     -      3035.     (meters)    9957.     (feet)  SCALED    
 NS0281  ___________________________________________________________________
 NS0281  LAPLACE CORR-          15.68  (seconds)                    DEFLEC99
 NS0281  GEOID HEIGHT-          -9.42  (meters)                     GEOID03
 NS0281
 NS0281  HORZ ORDER  -  SECOND
 NS0281
 NS0281.The horizontal coordinates were established by classical geodetic methods
 NS0281.and adjusted by the National Geodetic Survey in January 1997..
 NS0281
 NS0281.The orthometric height was scaled from a topographic map.
 NS0281
 NS0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0281
 NS0281.The geoid height was determined by GEOID03.
 NS0281
 NS0281;                    North         East     Units Scale Factor Converg.
 NS0281;SPC WY W     -   360,097.190   847,972.112   MT  0.99996580   +0 23 56.5
 NS0281;SPC WYWC     -   260,200.452   538,976.550   MT  0.99998330   -0 30 27.4
 NS0281;UTM  12      - 4,744,193.413   622,865.964   MT  0.99978572   +1 01 20.8
 NS0281
 NS0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0281!SPC WY W     -   0.99952566  x   0.99996580  =   0.99949148
 NS0281!SPC WYWC     -   0.99952566  x   0.99998330  =   0.99950897
 NS0281!UTM  12      -   0.99952566  x   0.99978572  =   0.99931148
 NS0281
 NS0281                          SUPERSEDED SURVEY CONTROL
 NS0281
 NS0281  NAD 83(1986)-  42 50 25.59447(N)    109 29 47.37308(W) AD(       ) 2
 NS0281  NAD 27      -  42 50 25.78500(N)    109 29 44.86600(W) AD(       ) 2
 NS0281
 NS0281.Superseded values are not recommended for survey control.
 NS0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0281.See file dsdata.txt to determine how the superseded data were derived.
 NS0281
 NS0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN2286644193(NAD 83)
 NS0281_MARKER: DD = SURVEY DISK
 NS0281_SETTING: 66 = SET IN ROCK OUTCROP
 NS0281_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NS0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0281+STABILITY: POSITION/ELEVATION WELL
 NS0281
 NS0281  HISTORY     - Date     Condition        Report By
 NS0281  HISTORY     - 1928     MONUMENTED       USFS
 NS0281  HISTORY     - 1936     GOOD             CGS
 NS0281
 NS0281                          STATION DESCRIPTION
 NS0281
 NS0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0281'U.S. FOREST SERVICE DISK STAMPED 2-33-100 9971 1928 SET IN DRILL
 NS0281'HOLE IN OUTCROPPING BEDROCK, 10.228 METERS (33.56 FEET)
 NS0281'N 23 DEG 02 MIN E FROM STATION DIVIDE LAKE (SEE GEOGRAPHIC
 NS0281'POSITION AND DESCRIPTION THEREOF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0251 ***********************************************************************
 MQ0251  DESIGNATION -  2 BE
 MQ0251  PID         -  MQ0251
 MQ0251  STATE/COUNTY-  WY/SWEETWATER
 MQ0251  USGS QUAD   -  PERU (1980)
 MQ0251
 MQ0251                         *CURRENT SURVEY CONTROL
 MQ0251  ___________________________________________________________________
 MQ0251* NAD 83(1993)-  41 33 13.22348(N)    109 35 20.51530(W)     ADJUSTED  
 MQ0251* NAVD 88     -      1968.260  (meters)    6457.53   (feet)  ADJUSTED  
 MQ0251  ___________________________________________________________________
 MQ0251  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 MQ0251  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 MQ0251  DYNAMIC HT  -        1966.536 (meters)    6451.88  (feet)  COMP
 MQ0251  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 MQ0251
 MQ0251  HORZ ORDER  -  THIRD
 MQ0251  VERT ORDER  -  FIRST     CLASS II
 MQ0251
 MQ0251.The horizontal coordinates were established by classical geodetic methods
 MQ0251.and adjusted by the National Geodetic Survey in January 1997..
 MQ0251
 MQ0251.The orthometric height was determined by differential leveling
 MQ0251.and adjusted by the National Geodetic Survey in June 1991..
 MQ0251
 MQ0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0251
 MQ0251.The geoid height was determined by GEOID03.
 MQ0251
 MQ0251.The dynamic height is computed by dividing the NAVD 88
 MQ0251.geopotential number by the normal gravity value computed on the
 MQ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0251.degrees latitude (g = 980.6199 gals.).
 MQ0251
 MQ0251.The modeled gravity was interpolated from observed gravity values.
 MQ0251
 MQ0251;                    North         East     Units Scale Factor Converg.
 MQ0251;SPC WYWC     -   117,347.723   530,005.983   MT  0.99999777   -0 33 23.7
 MQ0251;UTM  12      - 4,601,184.154   617,667.462   MT  0.99977039   +0 56 09.7
 MQ0251
 MQ0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0251!SPC WYWC     -   0.99969372  x   0.99999777  =   0.99969149
 MQ0251!UTM  12      -   0.99969372  x   0.99977039  =   0.99946418
 MQ0251
 MQ0251:                Primary Azimuth Mark                     Grid Az
 MQ0251:SPC WYWC     -  HORSE                                    044 54 00.3
 MQ0251:UTM  12      -  HORSE                                    043 24 26.9
 MQ0251
 MQ0251|---------------------------------------------------------------------|
 MQ0251| PID    Reference Object                     Distance      Geod. Az  |
 MQ0251|                                                           dddmmss.s |
 MQ0251| MQ0472 HORSE                               APPROX.10.8 KM 0442036.6 |
 MQ0251|---------------------------------------------------------------------|
 MQ0251
 MQ0251                          SUPERSEDED SURVEY CONTROL
 MQ0251
 MQ0251  NAD 83(1986)-  41 33 13.21488(N)    109 35 20.50794(W) AD(       ) 3
 MQ0251  NAD 27      -  41 33 13.34840(N)    109 35 18.01101(W) AD(       ) 3
 MQ0251  NGVD 29 (06/08/92) 1966.925  (m)         6453.15   (f) ADJUSTED    1 2
 MQ0251
 MQ0251.Superseded values are not recommended for survey control.
 MQ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0251.See file dsdata.txt to determine how the superseded data were derived.
 MQ0251
 MQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM1766701184(NAD 83)
 MQ0251_MARKER: DD = SURVEY DISK
 MQ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0251_STAMPING: 2 B E 1958
 MQ0251_MARK LOGO: USGS  
 MQ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0251+STABILITY: SURFACE MOTION
 MQ0251
 MQ0251  HISTORY     - Date     Condition        Report By
 MQ0251  HISTORY     - 1958     MONUMENTED       USGS
 MQ0251  HISTORY     - 1958     GOOD             NGS
 MQ0251  HISTORY     - 1983     GOOD             NGS
 MQ0251
 MQ0251                          STATION DESCRIPTION
 MQ0251
 MQ0251'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MQ0251'GREEN RIVER POST OFFICE, 6.3 MI. W. OF, ALONG U.S. HIGHWAY 30, 90 FT.
 MQ0251'N. AND 207 FT. E. OF INTERSECTION OF HIGHWAY AND RD. N.
 MQ0251'
 MQ0251'STATION MARK--STANDARD BENCH MARK TABLET, STAMPED ---2 BE 1958---, IN
 MQ0251'CONCRETE POST PROJECTING 0.2 FT.
 MQ0251
 MQ0251                          STATION RECOVERY (1958)
 MQ0251
 MQ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MQ0251'7.25 MI W FROM GREEN RIVER.
 MQ0251'ABOUT 7.25 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0251'GREEN RIVER, 92 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON
 MQ0251'THE NORTHEAST EDGE OF A LONG HILL, 207 FEET NORTHEAST OF THE CENTER
 MQ0251'LINE OF A GRAVELED ROAD, 231 FEET NORTH-NORTHEAST OF THE CENTER LINE
 MQ0251'OF THE JUNCTION WITH THE HIGHWAY, 2 FEET NORTHWEST OF A CONCRETE
 MQ0251'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 MQ0251'CONCRETE POST PROJECTING 6 INCHES.
 MQ0251
 MQ0251                          STATION RECOVERY (1983)
 MQ0251
 MQ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0251'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0251'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0593 ***********************************************************************
 PW0593  DESIGNATION -  2 GRS
 PW0593  PID         -  PW0593
 PW0593  STATE/COUNTY-  WY/SHERIDAN
 PW0593  USGS QUAD   -  ARVADA NE (1971)
 PW0593
 PW0593                         *CURRENT SURVEY CONTROL
 PW0593  ___________________________________________________________________
 PW0593* NAD 83(1986)-  44 41 36.     (N)    106 02 20.     (W)     SCALED    
 PW0593* NAVD 88     -      1187.736  (meters)    3896.76   (feet)  POSTED    
 PW0593  ___________________________________________________________________
 PW0593  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 PW0593  DYNAMIC HT  -        1187.310 (meters)    3895.37  (feet)  COMP
 PW0593  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 PW0593
 PW0593  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PW0593
 PW0593.The horizontal coordinates were scaled from a topographic map and have
 PW0593.an estimated accuracy of +/- 6 seconds.
 PW0593
 PW0593.The orthometric height was determined by differential leveling
 PW0593.and adjusted by the National Geodetic Survey in 1992..
 PW0593.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PW0593.rate of 0.0 thru 1.0 mm/km.
 PW0593
 PW0593.The geoid height was determined by GEOID03.
 PW0593
 PW0593.The dynamic height is computed by dividing the NAVD 88
 PW0593.geopotential number by the normal gravity value computed on the
 PW0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0593.degrees latitude (g = 980.6199 gals.).
 PW0593
 PW0593.The modeled gravity was interpolated from observed gravity values.
 PW0593
 PW0593;                    North         East    Units  Estimated Accuracy
 PW0593;SPC WYEC     -   566,600.      502,600.      MT  (+/- 180 meters Scaled)
 PW0593
 PW0593                          SUPERSEDED SURVEY CONTROL
 PW0593
 PW0593  NGVD 29 (??/??/92) 1187.01   (m)         3894.4    (f) COMPUTED    3 0
 PW0593
 PW0593.Superseded values are not recommended for survey control.
 PW0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0593.See file dsdata.txt to determine how the superseded data were derived.
 PW0593
 PW0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK176494(NAD 83)
 PW0593_MARKER: DB = BENCH MARK DISK
 PW0593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0593_SP_SET: COPPER-CLAD STEEL ROD
 PW0593_STAMPING: 2 GRS 1971
 PW0593_MARK LOGO: USGS  
 PW0593_MAGNETIC: I = MARKER IS A STEEL ROD
 PW0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0593+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PW0593
 PW0593  HISTORY     - Date     Condition        Report By
 PW0593  HISTORY     - 1971     MONUMENTED       USGS
 PW0593
 PW0593                          STATION DESCRIPTION
 PW0593
 PW0593'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PW0593'FROM THE ARVADA, WYOMING POST OFFICE, PROCEED 3.2 MILES NORTH ALONG
 PW0593'STATE HIGHWAY 341 TO THE JUNCTION WITH U.S. HIGHWAY 14 AND 16,
 PW0593'THENCE 4.0 MILES EAST ALONG U.S. HIGHWAY 14 AND 16, 78 FEET NORTH
 PW0593'AND 86 FEET EAST OF AND 16 FEET HIGHER THAN THE CROSSROADS, 2 FEET
 PW0593'SOUTH OF THE FENCE LINE, 2 FEET EAST OF A WITNESS POST, SET IN A
 PW0593'COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1050 ***********************************************************************
 PY1050  CBN         -  This is a Cooperative Base Network Control Station.
 PY1050  DESIGNATION -  2 GWM
 PY1050  PID         -  PY1050
 PY1050  STATE/COUNTY-  WY/PARK
 PY1050  USGS QUAD   -  MOUNT HORNADAY (1989)
 PY1050
 PY1050                         *CURRENT SURVEY CONTROL
 PY1050  ___________________________________________________________________
 PY1050* NAD 83(1993)-  44 54 10.64423(N)    110 14 43.50216(W)     ADJUSTED  
 PY1050* NAVD 88     -      2000.647  (meters)    6563.79   (feet)  ADJUSTED  
 PY1050  ___________________________________________________________________
 PY1050  X           -  -1,566,401.243 (meters)                     COMP
 PY1050  Y           -  -4,246,962.410 (meters)                     COMP
 PY1050  Z           -   4,481,122.719 (meters)                     COMP
 PY1050  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 PY1050  ELLIP HEIGHT-        1992.55  (meters)          (09/07/01) GPS OBS
 PY1050  GEOID HEIGHT-          -8.10  (meters)                     GEOID03
 PY1050  DYNAMIC HT  -        1999.565 (meters)    6560.24  (feet)  COMP
 PY1050  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 PY1050
 PY1050  HORZ ORDER  -  B
 PY1050  VERT ORDER  -  FIRST     CLASS II
 PY1050  ELLP ORDER  -  FOURTH    CLASS I
 PY1050
 PY1050.The horizontal coordinates were established by GPS observations
 PY1050.and adjusted by the National Geodetic Survey in May 1992..
 PY1050
 PY1050.The orthometric height was determined by differential leveling
 PY1050.and adjusted by the National Geodetic Survey in June 1991..
 PY1050
 PY1050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1050
 PY1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1050
 PY1050.The ellipsoidal height was determined by GPS observations
 PY1050.and is referenced to NAD 83.
 PY1050
 PY1050.The geoid height was determined by GEOID03.
 PY1050
 PY1050.The dynamic height is computed by dividing the NAVD 88
 PY1050.geopotential number by the normal gravity value computed on the
 PY1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1050.degrees latitude (g = 980.6199 gals.).
 PY1050
 PY1050.The modeled gravity was interpolated from observed gravity values.
 PY1050
 PY1050;                    North         East     Units Scale Factor Converg.
 PY1050;SPC WYWC     -   490,168.634   481,899.532   MT  1.00010895   -1 03 20.7
 PY1050;UTM  12      - 4,972,447.141   559,572.977   MT  0.99964364   +0 31 57.7
 PY1050
 PY1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1050!SPC WYWC     -   0.99968769  x   1.00010895  =   0.99979660
 PY1050!UTM  12      -   0.99968769  x   0.99964364  =   0.99933144
 PY1050
 PY1050                          SUPERSEDED SURVEY CONTROL
 PY1050
 PY1050  ELLIP H (05/15/92) 1992.65   (m)                       GP(       ) 4 2
 PY1050  NAD 83(1993)-  44 54 10.63429(N)    110 14 43.48595(W) AD(       ) 1
 PY1050  NAVD 88 (05/28/92) 2000.65   (m)         6563.8    (f) LEVELING    3  
 PY1050  NGVD 29 (08/20/92) 1999.406  (m)         6559.72   (f) ADJUSTED    1 2
 PY1050
 PY1050.Superseded values are not recommended for survey control.
 PY1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1050.See file dsdata.txt to determine how the superseded data were derived.
 PY1050
 PY1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5957372447(NAD 83)
 PY1050_MARKER: DB = BENCH MARK DISK
 PY1050_SETTING: 80 = SET IN A BOULDER
 PY1050_SP_SET: BOULDER
 PY1050_STAMPING: 2 GWM 1941 6559
 PY1050_MARK LOGO: USGS  
 PY1050_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1050+STABILITY: SURFACE MOTION
 PY1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1050+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1050
 PY1050  HISTORY     - Date     Condition        Report By
 PY1050  HISTORY     - 1941     MONUMENTED       USGS
 PY1050  HISTORY     - 1987     GOOD             NGS
 PY1050  HISTORY     - 1987     GOOD             NGS
 PY1050
 PY1050                          STATION DESCRIPTION
 PY1050
 PY1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1050'THE STATION WAS RECOVERED AT THIS DATE.
 PY1050'
 PY1050'THE STATION IS LOCATED IN THE NORTH CENTRAL AREA OF YELLOWSTONE
 PY1050'NATIONAL PARK, ABOUT 14.5 KM (9 MI)
 PY1050'EAST OF TOWER JUNCTION,
 PY1050'1.3 KM (0.8 MI) NORTHWEST OF THE LAMAR RANGER STATION, ALONG THE
 PY1050'NORTHEAST ENTRANCE ROAD, ON A BENCH BETWEEN THE ROAD AND THE LAMAR
 PY1050'RIVER, IN A POROUS LICHEN-COVERED BOULDER.
 PY1050'OWNERSHIP--NATIONAL PARK SERVICE.
 PY1050'
 PY1050'TO REACH THE STATION FROM THE LAMAR RANGER STATION WHICH IS LOCATED
 PY1050'ABOUT 17.1 KM (10.6 MI) EAST ALONG THE HIGHWAY FROM TOWER JUNCTION,
 PY1050'GO NORTHWEST FOR 1.3 KM (0.8 MI) ON THE HIGHWAY TO A 1 METER HIGH CUT
 PY1050'BANK ON THE LEFT AND STATION ON THE LEFT (NOT VISIBLE FROM THE
 PY1050'ROAD).
 PY1050'
 PY1050'THE STATION IS A STANDARD USGS DISK
 PY1050'STAMPED---GWM 2 1941 6559---,
 PY1050'SET INTO A DRILL HOLE IN THE 2 METER BY 3 METER BOULDER, PROJECTING
 PY1050'1 METER ABOVE GROUND, NEAR THE ANCIENT RIVERBANK.  LOCATED
 PY1050'26.9 METERS (88.3 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 PY1050'HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND
 PY1050'39.8 METERS (130.6 FT) WEST FROM A 1 METER HIGH BOULDER ALONG ROAD
 PY1050'AT SOUTHEAST END OF HIGHWAY CUT.
 PY1050'
 PY1050'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1050'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1050'
 PY1050'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1050'
 PY1050'DESCRIBED BY G.R. HEID.
 PY1050
 PY1050                          STATION RECOVERY (1987)
 PY1050
 PY1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY1050'16.0 KM (9.95 MI) EAST FROM TOWER JUNCTION.
 PY1050'16.0 KM (9.95 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1050'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, NEAR THE
 PY1050'CENTER OF A 4 BY 10 FOOT BOULDER THAT PROJECTS 36-INCHES ABOVE THE
 PY1050'GROUND SURFACE, 66.1 M (216.9 FT) WEST OF THE NORTHWEST END OF A
 PY1050'SMALL PARKING AREA, AND 27.0 M (88.6 FT) SOUTHWEST OF THE CENTERLINE
 PY1050'OF THE HIGHWAY.
 PY1050'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0039 ***********************************************************************
 MP0039  DESIGNATION -  2 HA
 MP0039  PID         -  MP0039
 MP0039  STATE/COUNTY-  WY/CARBON
 MP0039  USGS QUAD   -  MEDICINE BOW (1971)
 MP0039
 MP0039                         *CURRENT SURVEY CONTROL
 MP0039  ___________________________________________________________________
 MP0039* NAD 83(1986)-  41 55 18.     (N)    106 11 08.     (W)     SCALED    
 MP0039* NAVD 88     -      2008.343  (meters)    6589.04   (feet)  ADJUSTED  
 MP0039  ___________________________________________________________________
 MP0039  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 MP0039  DYNAMIC HT  -        2006.670 (meters)    6583.55  (feet)  COMP
 MP0039  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 MP0039
 MP0039  VERT ORDER  -  SECOND    CLASS 0
 MP0039
 MP0039.The horizontal coordinates were scaled from a topographic map and have
 MP0039.an estimated accuracy of +/- 6 seconds.
 MP0039
 MP0039.The orthometric height was determined by differential leveling
 MP0039.and adjusted by the National Geodetic Survey in June 1991..
 MP0039
 MP0039.The geoid height was determined by GEOID03.
 MP0039
 MP0039.The dynamic height is computed by dividing the NAVD 88
 MP0039.geopotential number by the normal gravity value computed on the
 MP0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0039.degrees latitude (g = 980.6199 gals.).
 MP0039
 MP0039.The modeled gravity was interpolated from observed gravity values.
 MP0039
 MP0039;                    North         East    Units  Estimated Accuracy
 MP0039;SPC WYEC     -   258,520.      495,210.      MT  (+/- 180 meters Scaled)
 MP0039
 MP0039                          SUPERSEDED SURVEY CONTROL
 MP0039
 MP0039  NGVD 29 (??/??/92) 2007.23   (m)         6585.4    (f) COMPUTED    2 0
 MP0039
 MP0039.Superseded values are not recommended for survey control.
 MP0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0039.See file dsdata.txt to determine how the superseded data were derived.
 MP0039
 MP0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG016417(NAD 83)
 MP0039_MARKER: DD = SURVEY DISK
 MP0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0039_STAMPING: 2 HA 1948
 MP0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0039+STABILITY: SURFACE MOTION
 MP0039
 MP0039  HISTORY     - Date     Condition        Report By
 MP0039  HISTORY     - 1948     MONUMENTED       USGS
 MP0039  HISTORY     - 1959     GOOD             NGS
 MP0039
 MP0039                          STATION DESCRIPTION
 MP0039
 MP0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MP0039'2.5 MI N FROM MEDICINE BOW.
 MP0039'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 MP0039'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 2.3 MILES NORTH ALONG A
 MP0039'PAVED ROAD, IN A FLAT BETWEEN TWO HILLS, 238 FEET WEST OF THE CENTER
 MP0039'LINE OF THE ROAD, IN SECTION 33, R 78 W, T 23 N, 72 FEET EAST OF THE
 MP0039'CENTER LINE OF AN ABANDONED ROAD, 1.8 FEET EAST OF A METAL WITNESS
 MP0039'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 MP0039'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0366 ***********************************************************************
 PV0366  DESIGNATION -  2 JHC
 PV0366  PID         -  PV0366
 PV0366  STATE/COUNTY-  WY/CAMPBELL
 PV0366  USGS QUAD   -  PLEASANTDALE (1971)
 PV0366
 PV0366                         *CURRENT SURVEY CONTROL
 PV0366  ___________________________________________________________________
 PV0366* NAD 83(1986)-  44 00 49.     (N)    105 43 16.     (W)     SCALED    
 PV0366* NAVD 88     -      1553.189  (meters)    5095.75   (feet)  ADJUSTED  
 PV0366  ___________________________________________________________________
 PV0366  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 PV0366  DYNAMIC HT  -        1552.420 (meters)    5093.23  (feet)  COMP
 PV0366  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 PV0366  OBS GRAVITY -     980,067.4   (mgal)                       GRAV_OBS
 PV0366
 PV0366  VERT ORDER  -  FIRST     CLASS II
 PV0366
 PV0366.The horizontal coordinates were scaled from a topographic map and have
 PV0366.an estimated accuracy of +/- 6 seconds.
 PV0366
 PV0366.The orthometric height was determined by differential leveling
 PV0366.and adjusted by the National Geodetic Survey in June 1991..
 PV0366
 PV0366.The geoid height was determined by GEOID03.
 PV0366
 PV0366.The dynamic height is computed by dividing the NAVD 88
 PV0366.geopotential number by the normal gravity value computed on the
 PV0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0366.degrees latitude (g = 980.6199 gals.).
 PV0366
 PV0366.The modeled gravity was interpolated from observed gravity values.
 PV0366.The observed gravity was obtained from relative gravimeter ties
 PV0366.to the IGSN71 gravity network.
 PV0366
 PV0366;                    North         East    Units  Estimated Accuracy
 PV0366;SPC WY E     -   390,410.      155,540.      MT  (+/- 180 meters Scaled)
 PV0366
 PV0366                          SUPERSEDED SURVEY CONTROL
 PV0366
 PV0366  NGVD 29 (06/08/92) 1552.411  (m)         5093.20   (f) ADJUSTED    1 2
 PV0366
 PV0366.Superseded values are not recommended for survey control.
 PV0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0366.See file dsdata.txt to determine how the superseded data were derived.
 PV0366
 PV0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ421736(NAD 83)
 PV0366_MARKER: DB = BENCH MARK DISK
 PV0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0366_SP_SET: CONCRETE POST
 PV0366_STAMPING: 2 JHC 1955
 PV0366_MARK LOGO: USGS  
 PV0366_PROJECTION: PROJECTING 12 CENTIMETERS
 PV0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0366+STABILITY: SURFACE MOTION
 PV0366
 PV0366  HISTORY     - Date     Condition        Report By
 PV0366  HISTORY     - 1955     MONUMENTED       USGS
 PV0366  HISTORY     - 1985     GOOD             NGS
 PV0366
 PV0366                          STATION DESCRIPTION
 PV0366
 PV0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0366'17.4 KM (10.8 MI) NORTH FROM SAVAGETON.
 PV0366'17.44 KM (10.8 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 PV0366'SAVAGETON ROAD AT SAVAGETON, IN THE NORTHWEST CORNER OF THE T JUNCTION
 PV0366'OF A DIRT ROAD LEADING WEST TO A RANCH, AT A FENCE T JUNCTION, 0.80 KM
 PV0366'(0.50 MI) NORTH OF MILEPOST 25, 31.4 METERS (103 FT) WEST OF THE
 PV0366'HIGHWAY CENTERLINE, 25.3 METERS (83 FT) NORTH OF THE CENTER OF THE
 PV0366'ROAD, 21.3 METERS (70 FT) NORTH OF THE NORTH END OF A GATE IN THE
 PV0366'RIGHT OF WAY FENCE, 7.5 METERS (24.5 FT) SOUTH OF A TELEPHONE CABLE
 PV0366'ACCESS BOX 1345 AND 1.3 METERS (4.3 FT) WEST OF THE RIGHT OF WAY
 PV0366'FENCE.
 PV0366'THE MARK IS 0.8 METERS  S FROM  WITNESS SIGN ON FENCE
 PV0366'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0186 ***********************************************************************
 OV0186  DESIGNATION -  2 JR
 OV0186  PID         -  OV0186
 OV0186  STATE/COUNTY-  WY/FREMONT
 OV0186  USGS QUAD   -  LYSITE (1952)
 OV0186
 OV0186                         *CURRENT SURVEY CONTROL
 OV0186  ___________________________________________________________________
 OV0186* NAD 83(1986)-  43 16 53.     (N)    107 38 49.     (W)     SCALED    
 OV0186* NAVD 88     -      1642.618  (meters)    5389.16   (feet)  ADJUSTED  
 OV0186  ___________________________________________________________________
 OV0186  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 OV0186  DYNAMIC HT  -        1641.544 (meters)    5385.63  (feet)  COMP
 OV0186  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 OV0186
 OV0186  VERT ORDER  -  SECOND    CLASS 0
 OV0186
 OV0186.The horizontal coordinates were scaled from a topographic map and have
 OV0186.an estimated accuracy of +/- 6 seconds.
 OV0186
 OV0186.The orthometric height was determined by differential leveling
 OV0186.and adjusted by the National Geodetic Survey in June 1991..
 OV0186
 OV0186.The geoid height was determined by GEOID03.
 OV0186
 OV0186.The dynamic height is computed by dividing the NAVD 88
 OV0186.geopotential number by the normal gravity value computed on the
 OV0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0186.degrees latitude (g = 980.6199 gals.).
 OV0186
 OV0186.The modeled gravity was interpolated from observed gravity values.
 OV0186
 OV0186;                    North         East    Units  Estimated Accuracy
 OV0186;SPC WYWC     -   309,500.      689,530.      MT  (+/- 180 meters Scaled)
 OV0186
 OV0186                          SUPERSEDED SURVEY CONTROL
 OV0186
 OV0186  NGVD 29 (??/??/92) 1641.587  (m)         5385.77   (f) ADJ UNCH    2 0
 OV0186
 OV0186.Superseded values are not recommended for survey control.
 OV0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0186.See file dsdata.txt to determine how the superseded data were derived.
 OV0186
 OV0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH852954(NAD 83)
 OV0186_MARKER: DD = SURVEY DISK
 OV0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0186_STAMPING: 2 JR 1950 5386
 OV0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0186+STABILITY: SURFACE MOTION
 OV0186
 OV0186  HISTORY     - Date     Condition        Report By
 OV0186  HISTORY     - 1950     MONUMENTED       USGS
 OV0186  HISTORY     - 1966     GOOD             NGS
 OV0186
 OV0186                          STATION DESCRIPTION
 OV0186
 OV0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0186'2.6 MI NE FROM LYSITE.
 OV0186'2.6 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON AND
 OV0186'QUINCY RAILROAD STATION AT LYSITE, 0.8 MILE SOUTHWEST OF THE VILLAGE
 OV0186'OF LOST CABIN, 54 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 35
 OV0186'FEET SOUTHWEST OF THE SOUTHWEST END OF A STEEL GATE, 3 FEET SOUTHEAST
 OV0186'OF A TELEPHONE POLE, 1.0 FOOT SOUTHEAST OF A FENCE, 0.9 FOOT NORTHEAST
 OV0186'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 OV0186'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0943 ***********************************************************************
 PY0943  DESIGNATION -  2 MDC
 PY0943  PID         -  PY0943
 PY0943  STATE/COUNTY-  WY/TETON
 PY0943  USGS QUAD   -  LAKE (1986)
 PY0943
 PY0943                         *CURRENT SURVEY CONTROL
 PY0943  ___________________________________________________________________
 PY0943* NAD 83(1986)-  44 31 53.     (N)    110 26 03.     (W)     SCALED    
 PY0943* NAVD 88     -      2365.688  (meters)    7761.43   (feet)  ADJUSTED  
 PY0943  ___________________________________________________________________
 PY0943  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0943  DYNAMIC HT  -        2364.119 (meters)    7756.28  (feet)  COMP
 PY0943  MODELED GRAV-     979,869.3   (mgal)                       NAVD 88
 PY0943
 PY0943  VERT ORDER  -  FIRST     CLASS II
 PY0943
 PY0943.The horizontal coordinates were scaled from a topographic map and have
 PY0943.an estimated accuracy of +/- 6 seconds.
 PY0943
 PY0943.The orthometric height was determined by differential leveling
 PY0943.and adjusted by the National Geodetic Survey in June 1991..
 PY0943
 PY0943.The geoid height was determined by GEOID03.
 PY0943
 PY0943.The dynamic height is computed by dividing the NAVD 88
 PY0943.geopotential number by the normal gravity value computed on the
 PY0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0943.degrees latitude (g = 980.6199 gals.).
 PY0943
 PY0943.The modeled gravity was interpolated from observed gravity values.
 PY0943
 PY0943;                    North         East    Units  Estimated Accuracy
 PY0943;SPC WY W     -   547,850.      772,120.      MT  (+/- 180 meters Scaled)
 PY0943
 PY0943                          SUPERSEDED SURVEY CONTROL
 PY0943
 PY0943  NGVD 29 (08/20/92) 2364.311  (m)         7756.91   (f) ADJUSTED    1 2
 PY0943
 PY0943.Superseded values are not recommended for survey control.
 PY0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0943.See file dsdata.txt to determine how the superseded data were derived.
 PY0943
 PY0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ449310(NAD 83)
 PY0943_MARKER: DB = BENCH MARK DISK
 PY0943_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0943+WITH SETTING: PAVEMENT
 PY0943_SP_SET: BRIDGE WALKWAY
 PY0943_STAMPING: 2 MDC 1977 7756
 PY0943_MARK LOGO: USGS  
 PY0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0943+STABILITY: SURFACE MOTION
 PY0943
 PY0943  HISTORY     - Date     Condition        Report By
 PY0943  HISTORY     - 1977     MONUMENTED       USGS
 PY0943  HISTORY     - 1987     GOOD             NGS
 PY0943
 PY0943                          STATION DESCRIPTION
 PY0943
 PY0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0943'3.1 KM (1.95 MI) SW FROM LAKE VILLAGE.
 PY0943'3.1 KM (1.95 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE
 PY0943'JUNCTION OF LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, IN TOP OF AND
 PY0943'0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE WEST WALKWAY OF A
 PY0943'HIGHWAY BRIDGE SPANNING BRIDGE BAY HARBOR, AND 6.1 M (20.0 FT) WEST
 PY0943'OF THE CENTERLINE OF THE HIGHWAY.
 PY0943'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0957 ***********************************************************************
 PY0957  DESIGNATION -  2 MDC
 PY0957  PID         -  PY0957
 PY0957  STATE/COUNTY-  WY/PARK
 PY0957  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0957
 PY0957                         *CURRENT SURVEY CONTROL
 PY0957  ___________________________________________________________________
 PY0957* NAD 83(1986)-  44 43 08.     (N)    110 40 00.     (W)     SCALED    
 PY0957* NAVD 88     -      2318.186  (meters)    7605.58   (feet)  ADJUSTED  
 PY0957  ___________________________________________________________________
 PY0957  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0957  DYNAMIC HT  -        2316.765 (meters)    7600.92  (feet)  COMP
 PY0957  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 PY0957
 PY0957  VERT ORDER  -  FIRST     CLASS II
 PY0957
 PY0957.The horizontal coordinates were scaled from a topographic map and have
 PY0957.an estimated accuracy of +/- 6 seconds.
 PY0957
 PY0957.The orthometric height was determined by differential leveling
 PY0957.and adjusted by the National Geodetic Survey in June 1991..
 PY0957
 PY0957.The geoid height was determined by GEOID03.
 PY0957
 PY0957.The dynamic height is computed by dividing the NAVD 88
 PY0957.geopotential number by the normal gravity value computed on the
 PY0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0957.degrees latitude (g = 980.6199 gals.).
 PY0957
 PY0957.The modeled gravity was interpolated from observed gravity values.
 PY0957
 PY0957;                    North         East    Units  Estimated Accuracy
 PY0957;SPC WYWC     -   470,410.      448,150.      MT  (+/- 180 meters Scaled)
 PY0957
 PY0957                          SUPERSEDED SURVEY CONTROL
 PY0957
 PY0957  NGVD 29 (08/20/92) 2316.862  (m)         7601.24   (f) ADJUSTED    1 2
 PY0957
 PY0957.Superseded values are not recommended for survey control.
 PY0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0957.See file dsdata.txt to determine how the superseded data were derived.
 PY0957
 PY0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ264517(NAD 83)
 PY0957_MARKER: DB = BENCH MARK DISK
 PY0957_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0957_SP_SET: COPPER-CLAD STEEL ROD
 PY0957_STAMPING: 2 MDC 1976 7610
 PY0957_MARK LOGO: USGS  
 PY0957_PROJECTION: PROJECTING 2 CENTIMETERS
 PY0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0957
 PY0957  HISTORY     - Date     Condition        Report By
 PY0957  HISTORY     - 1976     MONUMENTED       USGS
 PY0957  HISTORY     - 1976     GOOD             USGS
 PY0957  HISTORY     - 1987     GOOD             NGS
 PY0957
 PY0957                          STATION DESCRIPTION
 PY0957
 PY0957'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PY0957'RECOVERED IN GOOD CONDITION.
 PY0957
 PY0957                          STATION RECOVERY (1987)
 PY0957
 PY0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0957'3.0 KM (1.85 MI) EAST FROM NORRIS JUNCTION.
 PY0957'3.0 KM (1.85 MI) EASTERLY ALONG CANYON VILLAGE HIGHWAY FROM THE
 PY0957'MUSEUM AT NORRIS JUNCTION, THENCE 0.1 KM (0.05 MI) SOUTHEAST ALONG
 PY0957'VIRGINIA CASCADES ROAD, 5.1 M (16.7 FT) NORTHEAST OF THE CENTERLINE
 PY0957'OF THE ROAD, AND 1.0 M (3.3 FT) NORTHEAST OF THE NORTHEAST END OF A
 PY0957'PIPE BARRICADE.
 PY0957'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1126 ***********************************************************************
 PY1126  DESIGNATION -  2 MDC
 PY1126  PID         -  PY1126
 PY1126  STATE/COUNTY-  WY/PARK
 PY1126  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY1126
 PY1126                         *CURRENT SURVEY CONTROL
 PY1126  ___________________________________________________________________
 PY1126* NAD 83(1986)-  44 42 55.     (N)    110 43 46.     (W)     SCALED    
 PY1126* NAVD 88     -      2270.272  (meters)    7448.38   (feet)  ADJUSTED  
 PY1126  ___________________________________________________________________
 PY1126  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY1126  DYNAMIC HT  -        2268.872 (meters)    7443.79  (feet)  COMP
 PY1126  MODELED GRAV-     979,919.1   (mgal)                       NAVD 88
 PY1126
 PY1126  VERT ORDER  -  FIRST     CLASS II
 PY1126
 PY1126.The horizontal coordinates were scaled from a topographic map and have
 PY1126.an estimated accuracy of +/- 6 seconds.
 PY1126
 PY1126.The orthometric height was determined by differential leveling
 PY1126.and adjusted by the National Geodetic Survey in June 1991..
 PY1126
 PY1126.The geoid height was determined by GEOID03.
 PY1126
 PY1126.The dynamic height is computed by dividing the NAVD 88
 PY1126.geopotential number by the normal gravity value computed on the
 PY1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1126.degrees latitude (g = 980.6199 gals.).
 PY1126
 PY1126.The modeled gravity was interpolated from observed gravity values.
 PY1126
 PY1126;                    North         East    Units  Estimated Accuracy
 PY1126;SPC WYWC     -   470,130.      443,170.      MT  (+/- 180 meters Scaled)
 PY1126
 PY1126                          SUPERSEDED SURVEY CONTROL
 PY1126
 PY1126.No superseded survey control is available for this station.
 PY1126
 PY1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ214513(NAD 83)
 PY1126_MARKER: DB = BENCH MARK DISK
 PY1126_SETTING: 80 = SET IN A BOULDER
 PY1126_SP_SET: BOULDER
 PY1126_STAMPING: 2 MDC 1975 7443
 PY1126_MARK LOGO: USGS  
 PY1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1126+STABILITY: SURFACE MOTION
 PY1126
 PY1126  HISTORY     - Date     Condition        Report By
 PY1126  HISTORY     - 1975     MONUMENTED       USGS
 PY1126
 PY1126                          STATION DESCRIPTION
 PY1126
 PY1126'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 PY1126'3.6 KM (2.25 MI) SW FROM NORRIS JUNCTION.
 PY1126'NORRIS JUNCTION (YNP), THE MAJOR CROSSROADS, 2.25 MILES SOUTHWEST OF,
 PY1126'ALONG ASPHALT ROAD TOWARD MADISON JUNCTION, ABOUT .05 MILES SOUTHWEST
 PY1126'OF SOUTHWEST END OF ELK PARK, 165 FEET SOUTHWEST OF SOUTHWEST END OF
 PY1126'PARKING STRIP, 30 FEET NORTHWEST OF CENTERLINE AND ABOUT 1 FOOT LOWER
 PY1126'THAN ROAD SURFICE, SET IN TOP OF LARGE BURIED BOULDER PROJECTING 5.0
 PY1126'FEET, STANDARD TABLET STAMPED 2 MDC 1975 7443.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0609 ***********************************************************************
 MP0609  DESIGNATION -  2 PA
 MP0609  PID         -  MP0609
 MP0609  STATE/COUNTY-  WY/CARBON
 MP0609  USGS QUAD   -  SINCLAIR (1981)
 MP0609
 MP0609                         *CURRENT SURVEY CONTROL
 MP0609  ___________________________________________________________________
 MP0609* NAD 83(1993)-  41 49 43.47031(N)    107 06 52.70113(W)     ADJUSTED  
 MP0609* NAVD 88     -      1993.35   (+/-2cm)    6539.8    (feet)  VERTCON   
 MP0609  ___________________________________________________________________
 MP0609  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 MP0609  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 MP0609
 MP0609  HORZ ORDER  -  THIRD
 MP0609  VERT ORDER  -  THIRD ? (See Below)
 MP0609
 MP0609.The horizontal coordinates were established by classical geodetic methods
 MP0609.and adjusted by the National Geodetic Survey in January 1997..
 MP0609
 MP0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0609.The vertical order pertains to the NGVD 29 superseded value.
 MP0609
 MP0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0609
 MP0609.The geoid height was determined by GEOID03.
 MP0609
 MP0609;                    North         East     Units Scale Factor Converg.
 MP0609;SPC WYEC     -   247,580.096   418,166.347   MT  0.99994156   +0 08 45.1
 MP0609;UTM  13      - 4,632,923.547   324,397.337   MT  0.99997946   -1 24 38.3
 MP0609
 MP0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0609!SPC WYEC     -   0.99968959  x   0.99994156  =   0.99963117
 MP0609!UTM  13      -   0.99968959  x   0.99997946  =   0.99966906
 MP0609
 MP0609:                Primary Azimuth Mark                     Grid Az
 MP0609:SPC WYEC     -  WEST BASE 6584                           158 38 07.5
 MP0609:UTM  13      -  WEST BASE 6584                           160 11 30.9
 MP0609
 MP0609|---------------------------------------------------------------------|
 MP0609| PID    Reference Object                     Distance      Geod. Az  |
 MP0609|                                                           dddmmss.s |
 MP0609| MP0236 WEST BASE 6584                      APPROX. 6.1 KM 1584652.6 |
 MP0609|---------------------------------------------------------------------|
 MP0609
 MP0609                          SUPERSEDED SURVEY CONTROL
 MP0609
 MP0609  NAD 83(1986)-  41 49 43.45810(N)    107 06 52.69284(W) AD(       ) 3
 MP0609  NAD 27      -  41 49 43.60640(N)    107 06 50.52121(W) AD(       ) 3
 MP0609  NGVD 29 (07/19/86) 1992.22   (m)         6536.1    (f) LEVELING    3  
 MP0609
 MP0609.Superseded values are not recommended for survey control.
 MP0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0609.See file dsdata.txt to determine how the superseded data were derived.
 MP0609
 MP0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2439732924(NAD 83)
 MP0609_MARKER: DB = BENCH MARK DISK
 MP0609_SETTING: 0 = UNSPECIFIED SETTING
 MP0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0609
 MP0609  HISTORY     - Date     Condition        Report By
 MP0609  HISTORY     - 1951     MONUMENTED       USGS
 MP0609
 MP0609                          STATION DESCRIPTION
 MP0609
 MP0609'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0609'5.2, SINCLAIR 3.8 MI. N. OF THE RAILWAY STATION ALONG THE ROAD TOWARD
 MP0609'SEMINOE DAM TO A ROAD INTERSECTION, 200 FT. SW. ALONG ROAD, 35 FT. N.
 MP0609'AND 2 FT. LOWER THAN THE CENTER OF THE CROSSROADS, 25 FT. N. OF POWER
 MP0609'LINE NO. 360, IN A CONCRETE POST PROJECTING 4 IN. ABOVE GROUND.
 MP0609'
 MP0609'STATION MARK - STANDARD TABLET STAMPED --- 2 PA 1951 6536.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1027 ***********************************************************************
 PY1027  DESIGNATION -  2 RDS
 PY1027  PID         -  PY1027
 PY1027  STATE/COUNTY-  WY/PARK
 PY1027  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1027
 PY1027                         *CURRENT SURVEY CONTROL
 PY1027  ___________________________________________________________________
 PY1027* NAD 83(1986)-  44 57 15.     (N)    110 28 51.     (W)     SCALED    
 PY1027* NAVD 88     -      2089.678  (meters)    6855.89   (feet)  ADJUSTED  
 PY1027  ___________________________________________________________________
 PY1027  GEOID HEIGHT-          -8.45  (meters)                     GEOID03
 PY1027  DYNAMIC HT  -        2088.518 (meters)    6852.08  (feet)  COMP
 PY1027  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 PY1027
 PY1027  VERT ORDER  -  FIRST     CLASS II
 PY1027
 PY1027.The horizontal coordinates were scaled from a topographic map and have
 PY1027.an estimated accuracy of +/- 6 seconds.
 PY1027
 PY1027.The orthometric height was determined by differential leveling
 PY1027.and adjusted by the National Geodetic Survey in June 1991..
 PY1027
 PY1027.The geoid height was determined by GEOID03.
 PY1027
 PY1027.The dynamic height is computed by dividing the NAVD 88
 PY1027.geopotential number by the normal gravity value computed on the
 PY1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1027.degrees latitude (g = 980.6199 gals.).
 PY1027
 PY1027.The modeled gravity was interpolated from observed gravity values.
 PY1027
 PY1027;                    North         East    Units  Estimated Accuracy
 PY1027;SPC WYWC     -   496,230.      463,430.      MT  (+/- 180 meters Scaled)
 PY1027
 PY1027                          SUPERSEDED SURVEY CONTROL
 PY1027
 PY1027  NGVD 29 (08/20/92) 2088.408  (m)         6851.72   (f) ADJUSTED    1 2
 PY1027
 PY1027.Superseded values are not recommended for survey control.
 PY1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1027.See file dsdata.txt to determine how the superseded data were derived.
 PY1027
 PY1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ409779(NAD 83)
 PY1027_MARKER: DB = BENCH MARK DISK
 PY1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1027_SP_SET: CONCRETE POST
 PY1027_STAMPING: 2 RDS 1955 6851
 PY1027_MARK LOGO: USGS  
 PY1027_PROJECTION: FLUSH
 PY1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1027+STABILITY: SURFACE MOTION
 PY1027
 PY1027  HISTORY     - Date     Condition        Report By
 PY1027  HISTORY     - 1955     MONUMENTED       USGS
 PY1027  HISTORY     - 1987     GOOD             NGS
 PY1027
 PY1027                          STATION DESCRIPTION
 PY1027
 PY1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1027'8.4 KM (5.20 MI) WEST FROM TOWER JUNCTION.
 PY1027'8.4 KM (5.20 MI) WESTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1027'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, IN A DIRT PARKING
 PY1027'AREA ON THE NORTH SIDE OF THE HIGHWAY, 23.2 M (76.1 FT) NORTHEAST OF
 PY1027'THE CENTERLINE OF THE HIGHWAY, AND 2.8 M (9.2 FT) NORTHEAST OF A
 PY1027'20-INCH DEAD PINE TREE.
 PY1027'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0459 ***********************************************************************
 OU0459  DESIGNATION -  2 RGB
 OU0459  PID         -  OU0459
 OU0459  STATE/COUNTY-  WY/CONVERSE
 OU0459  USGS QUAD   -  FIDDLEBACK RANCH (1971)
 OU0459
 OU0459                         *CURRENT SURVEY CONTROL
 OU0459  ___________________________________________________________________
 OU0459* NAD 83(1986)-  43 26 01.     (N)    105 03 16.     (W)     SCALED    
 OU0459* NAVD 88     -      1324.393  (meters)    4345.11   (feet)  POSTED    
 OU0459  ___________________________________________________________________
 OU0459  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 OU0459  DYNAMIC HT  -        1323.700 (meters)    4342.84  (feet)  COMP
 OU0459  MODELED GRAV-     980,052.3   (mgal)                       NAVD 88
 OU0459
 OU0459  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0459
 OU0459.The horizontal coordinates were scaled from a topographic map and have
 OU0459.an estimated accuracy of +/- 6 seconds.
 OU0459
 OU0459.The orthometric height was determined by differential leveling
 OU0459.and adjusted by the National Geodetic Survey in 1992..
 OU0459.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0459.rate of 0.0 thru 1.0 mm/km.
 OU0459
 OU0459.The geoid height was determined by GEOID03.
 OU0459
 OU0459.The dynamic height is computed by dividing the NAVD 88
 OU0459.geopotential number by the normal gravity value computed on the
 OU0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0459.degrees latitude (g = 980.6199 gals.).
 OU0459
 OU0459.The modeled gravity was interpolated from observed gravity values.
 OU0459
 OU0459;                    North         East    Units  Estimated Accuracy
 OU0459;SPC WY E     -   325,830.      209,090.      MT  (+/- 180 meters Scaled)
 OU0459
 OU0459                          SUPERSEDED SURVEY CONTROL
 OU0459
 OU0459.No superseded survey control is available for this station.
 OU0459
 OU0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ955089(NAD 83)
 OU0459_MARKER: DB = BENCH MARK DISK
 OU0459_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0459_SP_SET: COPPER-CLAD STEEL ROD
 OU0459_STAMPING: 2 RGB 1971
 OU0459_MARK LOGO: USGS  
 OU0459_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0459+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0459
 OU0459  HISTORY     - Date     Condition        Report By
 OU0459  HISTORY     - 1971     MONUMENTED       USGS
 OU0459
 OU0459                          STATION DESCRIPTION
 OU0459
 OU0459'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0459'FROM BILL, WYOMING, PROCEED APPOXIMATELY 21 MILES NORTHEAST ALONG
 OU0459'DULL CENTER ROAD, THENCE 1.1 MILES NORTH ALONG ROCHELLE HILLS ROAD TO
 OU0459'A Y-ROAD, 109 FEET SOUTH OF THE INTERSECTION, 3 FEET NORTH OF A
 OU0459'WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 OU0459'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0869 ***********************************************************************
 MR0869  DESIGNATION -  2 SC
 MR0869  PID         -  MR0869
 MR0869  STATE/COUNTY-  WY/SWEETWATER
 MR0869  USGS QUAD   -  SHUTE CREEK LAKE (1980)
 MR0869
 MR0869                         *CURRENT SURVEY CONTROL
 MR0869  ___________________________________________________________________
 MR0869* NAD 83(1986)-  41 59 31.     (N)    110 10 37.     (W)     SCALED    
 MR0869* NAVD 88     -      2010.186  (meters)    6595.09   (feet)  ADJUSTED  
 MR0869  ___________________________________________________________________
 MR0869  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 MR0869  DYNAMIC HT  -        2008.509 (meters)    6589.58  (feet)  COMP
 MR0869  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 MR0869
 MR0869  VERT ORDER  -  THIRD
 MR0869
 MR0869.The horizontal coordinates were scaled from a topographic map and have
 MR0869.an estimated accuracy of +/- 6 seconds.
 MR0869
 MR0869.The orthometric height was determined by differential leveling
 MR0869.and adjusted by the National Geodetic Survey in December 1993..
 MR0869
 MR0869.The geoid height was determined by GEOID03.
 MR0869
 MR0869.The dynamic height is computed by dividing the NAVD 88
 MR0869.geopotential number by the normal gravity value computed on the
 MR0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0869.degrees latitude (g = 980.6199 gals.).
 MR0869
 MR0869.The modeled gravity was interpolated from observed gravity values.
 MR0869
 MR0869;                    North         East    Units  Estimated Accuracy
 MR0869;SPC WYWC     -   166,670.      481,770.      MT  (+/- 180 meters Scaled)
 MR0869
 MR0869                          SUPERSEDED SURVEY CONTROL
 MR0869
 MR0869.No superseded survey control is available for this station.
 MR0869
 MR0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM681492(NAD 83)
 MR0869_MARKER: DB = BENCH MARK DISK
 MR0869_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0869_SP_SET: COPPER-CLAD STEEL ROD
 MR0869_STAMPING: 2 SC 1969
 MR0869_MARK LOGO: USGS  
 MR0869_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0869+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0869
 MR0869  HISTORY     - Date     Condition        Report By
 MR0869  HISTORY     - 1969     MONUMENTED       USGS
 MR0869
 MR0869                          STATION DESCRIPTION
 MR0869
 MR0869'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0869'FROM KEMMERER, WYOMING POST OFFICE, PROCEED 26.6 MILES NORTHEASTERLY
 MR0869'ALONG U S HIGHWAY 189, 162 FEET NORTHWEST AND PERPENDICULAR TO THE
 MR0869'HIGHWAY, 48 FEET SOUTHWEST AND PARALLEL TO THE HIGHWAY FROM AN
 MR0869'EXTENDED CENTERLINE OF A JUNCTION OF THE HIGHWAY AND TRACK ROAD NORTH
 MR0869'APPROACH AND 6 FEET HIGHER, IN AN AREA OF SNOW FENCES, ENCASED IN AN
 MR0869'8 INCH TILE AND NEAR A STEEL FENCE POST AND SIGN, SET IN A
 MR0869'COPPER-CLAD STEEL ROD DRIVEN 7.0 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0491 ***********************************************************************
 OU0491  DESIGNATION -  2 SJS
 OU0491  PID         -  OU0491
 OU0491  STATE/COUNTY-  WY/CONVERSE
 OU0491  USGS QUAD   -  IRETON DRAW (1970)
 OU0491
 OU0491                         *CURRENT SURVEY CONTROL
 OU0491  ___________________________________________________________________
 OU0491* NAD 83(1986)-  43 14 48.     (N)    105 09 27.     (W)     SCALED    
 OU0491* NAVD 88     -      1425.596  (meters)    4677.14   (feet)  ADJUSTED  
 OU0491  ___________________________________________________________________
 OU0491  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 OU0491  DYNAMIC HT  -        1424.809 (meters)    4674.56  (feet)  COMP
 OU0491  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 OU0491
 OU0491  VERT ORDER  -  THIRD
 OU0491
 OU0491.The horizontal coordinates were scaled from a topographic map and have
 OU0491.an estimated accuracy of +/- 6 seconds.
 OU0491
 OU0491.The orthometric height was determined by differential leveling
 OU0491.and adjusted by the National Geodetic Survey in December 1993..
 OU0491
 OU0491.The geoid height was determined by GEOID03.
 OU0491
 OU0491.The dynamic height is computed by dividing the NAVD 88
 OU0491.geopotential number by the normal gravity value computed on the
 OU0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0491.degrees latitude (g = 980.6199 gals.).
 OU0491
 OU0491.The modeled gravity was interpolated from observed gravity values.
 OU0491
 OU0491;                    North         East    Units  Estimated Accuracy
 OU0491;SPC WY E     -   305,060.      200,740.      MT  (+/- 180 meters Scaled)
 OU0491
 OU0491                          SUPERSEDED SURVEY CONTROL
 OU0491
 OU0491.No superseded survey control is available for this station.
 OU0491
 OU0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH872882(NAD 83)
 OU0491_MARKER: DB = BENCH MARK DISK
 OU0491_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0491+WITH SETTING: INFORMATION.
 OU0491_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0491_STAMPING: 2 SJS 1970
 OU0491_MARK LOGO: USGS  
 OU0491_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0491
 OU0491  HISTORY     - Date     Condition        Report By
 OU0491  HISTORY     - 1970     MONUMENTED       USGS
 OU0491
 OU0491                          STATION DESCRIPTION
 OU0491
 OU0491'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0491'FROM BILL, WY, PROCEED 5 MILES (8.0 KM) EAST ALONG ROAD TO THE
 OU0491'KETELSEN RANCH, THENCE 1.0 MILE (1.6 KM) NORTH, NEAR THE SOUTHEAST
 OU0491'CORNER OF S.20, T.38 N, R.69 W., 66 FEET (20.1 M) EAST OF THE ROAD AT
 OU0491'A FENCE CROSSING, 1 FOOT (0.3 M) SOUTH AND 1 FOOT (0.3 M) WEST OF A
 OU0491'FENCE CORNER, ENCASED BY A 6-INCH WHITE PLASTIC PIPE, PROJECTING 0.4
 OU0491'FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0334 ***********************************************************************
 NS0334  DESIGNATION -  2 TET
 NS0334  PID         -  NS0334
 NS0334  STATE/COUNTY-  WY/SWEETWATER
 NS0334  USGS QUAD   -  EDEN RESERVOIR WEST (1980)
 NS0334
 NS0334                         *CURRENT SURVEY CONTROL
 NS0334  ___________________________________________________________________
 NS0334* NAD 83(1986)-  42 08 55.     (N)    109 29 42.     (W)     SCALED    
 NS0334* NAVD 88     -      2035.263  (meters)    6677.36   (feet)  ADJUSTED  
 NS0334  ___________________________________________________________________
 NS0334  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 NS0334  DYNAMIC HT  -        2033.562 (meters)    6671.78  (feet)  COMP
 NS0334  MODELED GRAV-     979,713.8   (mgal)                       NAVD 88
 NS0334
 NS0334  VERT ORDER  -  THIRD
 NS0334
 NS0334.The horizontal coordinates were scaled from a topographic map and have
 NS0334.an estimated accuracy of +/- 6 seconds.
 NS0334
 NS0334.The orthometric height was determined by differential leveling
 NS0334.and adjusted by the National Geodetic Survey in December 1993..
 NS0334
 NS0334.The geoid height was determined by GEOID03.
 NS0334
 NS0334.The dynamic height is computed by dividing the NAVD 88
 NS0334.geopotential number by the normal gravity value computed on the
 NS0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0334.degrees latitude (g = 980.6199 gals.).
 NS0334
 NS0334.The modeled gravity was interpolated from observed gravity values.
 NS0334
 NS0334;                    North         East    Units  Estimated Accuracy
 NS0334;SPC WYWC     -   183,350.      538,420.      MT  (+/- 180 meters Scaled)
 NS0334
 NS0334                          SUPERSEDED SURVEY CONTROL
 NS0334
 NS0334  NGVD 29 (??/??/92) 2033.98   (m)         6673.1    (f) COMPUTED    3 0
 NS0334
 NS0334.Superseded values are not recommended for survey control.
 NS0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0334.See file dsdata.txt to determine how the superseded data were derived.
 NS0334
 NS0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM243673(NAD 83)
 NS0334_MARKER: DB = BENCH MARK DISK
 NS0334_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0334_SP_SET: COPPER-CLAD STEEL ROD
 NS0334_STAMPING: 2 TET 1968
 NS0334_MARK LOGO: USGS  
 NS0334_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0334+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0334
 NS0334  HISTORY     - Date     Condition        Report By
 NS0334  HISTORY     - 1968     MONUMENTED       USGS
 NS0334
 NS0334                          STATION DESCRIPTION
 NS0334
 NS0334'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0334'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0334'1.8 MILES NORTHWEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD NUMBER
 NS0334'4242) NEAR THE SOUTHEAST 1/4 CORNER OF SECTION 7/TOWNSHIP 25
 NS0334'NORTH/RANGE 106 WEST, 106 FEET NORTH OF THE ROAD ON A SUMMIT OF A
 NS0334'SMALL TOP, SET IN A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0331 ***********************************************************************
 NQ0331  DESIGNATION -  2 WWC
 NQ0331  PID         -  NQ0331
 NQ0331  STATE/COUNTY-  WY/PLATTE
 NQ0331  USGS QUAD   -  HIGHTOWER (1981)
 NQ0331
 NQ0331                         *CURRENT SURVEY CONTROL
 NQ0331  ___________________________________________________________________
 NQ0331* NAD 83(1986)-  42 03 34.     (N)    105 02 26.     (W)     SCALED    
 NQ0331* NAVD 88     -      1454.910  (meters)    4773.32   (feet)  ADJUSTED  
 NQ0331  ___________________________________________________________________
 NQ0331  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 NQ0331  DYNAMIC HT  -        1453.973 (meters)    4770.24  (feet)  COMP
 NQ0331  MODELED GRAV-     979,926.7   (mgal)                       NAVD 88
 NQ0331
 NQ0331  VERT ORDER  -  SECOND    CLASS 0
 NQ0331
 NQ0331.The horizontal coordinates were scaled from a topographic map and have
 NQ0331.an estimated accuracy of +/- 6 seconds.
 NQ0331
 NQ0331.The orthometric height was determined by differential leveling
 NQ0331.and adjusted by the National Geodetic Survey in June 1991..
 NQ0331
 NQ0331.The geoid height was determined by GEOID03.
 NQ0331
 NQ0331.The dynamic height is computed by dividing the NAVD 88
 NQ0331.geopotential number by the normal gravity value computed on the
 NQ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0331.degrees latitude (g = 980.6199 gals.).
 NQ0331
 NQ0331.The modeled gravity was interpolated from observed gravity values.
 NQ0331
 NQ0331;                    North         East    Units  Estimated Accuracy
 NQ0331;SPC WY E     -   173,190.      210,440.      MT  (+/- 180 meters Scaled)
 NQ0331
 NQ0331                          SUPERSEDED SURVEY CONTROL
 NQ0331
 NQ0331  NGVD 29 (??/??/92) 1454.12   (m)         4770.7    (f) COMPUTED    2 0
 NQ0331
 NQ0331.Superseded values are not recommended for survey control.
 NQ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0331.See file dsdata.txt to determine how the superseded data were derived.
 NQ0331
 NQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG966563(NAD 83)
 NQ0331_MARKER: DD = SURVEY DISK
 NQ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0331_STAMPING: 2 WWC 1951 4771
 NQ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0331+STABILITY: SURFACE MOTION
 NQ0331
 NQ0331  HISTORY     - Date     Condition        Report By
 NQ0331  HISTORY     - 1951     MONUMENTED       USGS
 NQ0331  HISTORY     - 1959     GOOD             NGS
 NQ0331
 NQ0331                          STATION DESCRIPTION
 NQ0331
 NQ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NQ0331'5 MI NW FROM WHEATLAND.
 NQ0331'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0331'FROM THE STATION AT WHEATLAND, THENCE ABOUT 4.65 MILES WEST
 NQ0331'ALONG STATE HIGHWAY 107, IN THE NORTHWEST CORNER OF SECTION
 NQ0331'17, T 24 N, R 68 W, 326 FEET SOUTH OF THE CENTER LINE OF THE
 NQ0331'HIGHWAY, 241 FEET SOUTH OF THE SOUTHEAST CORNER OF A WOODEN
 NQ0331'BRIDGE OVER NO. 2 CANAL, 47 FEET EAST OF THE CENTER LINE OF A
 NQ0331'PAVED ROAD LEADING SOUTH, ACROSS THE ROAD FROM A FARMHOUSE, 32
 NQ0331'FEET NORTH OF A POWER POLE, 1 1/2 FEET WEST OF A FENCE, 1.5 FEET
 NQ0331'SOUTH OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 NQ0331'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0452 ***********************************************************************
 OV0452  DESIGNATION -  20 ARD
 OV0452  PID         -  OV0452
 OV0452  STATE/COUNTY-  WY/NATRONA
 OV0452  USGS QUAD   -  SMITH FLATS (1978)
 OV0452
 OV0452                         *CURRENT SURVEY CONTROL
 OV0452  ___________________________________________________________________
 OV0452* NAD 83(1986)-  43 07 10.     (N)    106 34 52.     (W)     SCALED    
 OV0452* NAVD 88     -      1667.586  (meters)    5471.07   (feet)  POSTED    
 OV0452  ___________________________________________________________________
 OV0452  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 OV0452  DYNAMIC HT  -        1666.550 (meters)    5467.67  (feet)  COMP
 OV0452  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 OV0452
 OV0452  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0452
 OV0452.The horizontal coordinates were scaled from a topographic map and have
 OV0452.an estimated accuracy of +/- 6 seconds.
 OV0452
 OV0452.The orthometric height was determined by differential leveling
 OV0452.and adjusted by the National Geodetic Survey in 1992..
 OV0452.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0452.rate of 0.0 thru 1.0 mm/km.
 OV0452
 OV0452.The geoid height was determined by GEOID03.
 OV0452
 OV0452.The dynamic height is computed by dividing the NAVD 88
 OV0452.geopotential number by the normal gravity value computed on the
 OV0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0452.degrees latitude (g = 980.6199 gals.).
 OV0452
 OV0452.The modeled gravity was interpolated from observed gravity values.
 OV0452
 OV0452;                    North         East    Units  Estimated Accuracy
 OV0452;SPC WYEC     -   391,200.      461,210.      MT  (+/- 180 meters Scaled)
 OV0452
 OV0452                          SUPERSEDED SURVEY CONTROL
 OV0452
 OV0452  NGVD 29 (??/??/92) 1666.63   (m)         5467.9    (f) COMPUTED    3 0
 OV0452
 OV0452.Superseded values are not recommended for survey control.
 OV0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0452.See file dsdata.txt to determine how the superseded data were derived.
 OV0452
 OV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH713752(NAD 83)
 OV0452_MARKER: DB = BENCH MARK DISK
 OV0452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0452_SP_SET: COPPER-CLAD STEEL ROD
 OV0452_STAMPING: 20 ARD 1968
 OV0452_MARK LOGO: USGS  
 OV0452_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0452+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0452
 OV0452  HISTORY     - Date     Condition        Report By
 OV0452  HISTORY     - 1968     MONUMENTED       USGS
 OV0452
 OV0452                          STATION DESCRIPTION
 OV0452
 OV0452'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0452'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0452'7.6 MILES NORTH ALONG COUNTY ROAD TO A CATTLEGUARD IN FENCE WEST, 72
 OV0452'FEET EAST OF AND 1.5 FEET LOWER THAN THE CENTERLINE OF THE ROAD AT
 OV0452'CATTLEGUARD, 1 FOOT WEST OF THE FENCE AND WITNESS SIGN, SET IN A
 OV0452'COPPER-CLAD STEEL ROD PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0702 ***********************************************************************
 NQ0702  DESIGNATION -  20 DHW
 NQ0702  PID         -  NQ0702
 NQ0702  STATE/COUNTY-  WY/NIOBRARA
 NQ0702  USGS QUAD   -  HAT CREEK (1981)
 NQ0702
 NQ0702                         *CURRENT SURVEY CONTROL
 NQ0702  ___________________________________________________________________
 NQ0702* NAD 83(1986)-  42 57 32.     (N)    104 15 39.     (W)     SCALED    
 NQ0702* NAVD 88     -      1350.925  (meters)    4432.16   (feet)  ADJUSTED  
 NQ0702  ___________________________________________________________________
 NQ0702  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 NQ0702  DYNAMIC HT  -        1350.239 (meters)    4429.91  (feet)  COMP
 NQ0702  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 NQ0702
 NQ0702  VERT ORDER  -  THIRD
 NQ0702
 NQ0702.The horizontal coordinates were scaled from a topographic map and have
 NQ0702.an estimated accuracy of +/- 6 seconds.
 NQ0702
 NQ0702.The orthometric height was determined by differential leveling
 NQ0702.and adjusted by the National Geodetic Survey in June 1991..
 NQ0702
 NQ0702.The geoid height was determined by GEOID03.
 NQ0702
 NQ0702.The dynamic height is computed by dividing the NAVD 88
 NQ0702.geopotential number by the normal gravity value computed on the
 NQ0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0702.degrees latitude (g = 980.6199 gals.).
 NQ0702
 NQ0702.The modeled gravity was interpolated from observed gravity values.
 NQ0702
 NQ0702;                    North         East    Units  Estimated Accuracy
 NQ0702;SPC WY E     -   273,490.      273,910.      MT  (+/- 180 meters Scaled)
 NQ0702
 NQ0702                          SUPERSEDED SURVEY CONTROL
 NQ0702
 NQ0702.No superseded survey control is available for this station.
 NQ0702
 NQ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH602565(NAD 83)
 NQ0702_MARKER: DB = BENCH MARK DISK
 NQ0702_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0702_SP_SET: COPPER-CLAD STEEL ROD
 NQ0702_STAMPING: 20 DHW 1974
 NQ0702_MARK LOGO: USGS  
 NQ0702_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0702+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0702
 NQ0702  HISTORY     - Date     Condition        Report By
 NQ0702  HISTORY     - 1974     MONUMENTED       USGS
 NQ0702
 NQ0702                          STATION DESCRIPTION
 NQ0702
 NQ0702'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0702'FROM THE POST OFFICE AT ARDMORE, SOUTH DAKOTA, PROCEED 39.5 MILES
 NQ0702'WEST ALONG GRADED ROAD AND TRACK ROAD TO A T-JUNCTION WITH
 NQ0702'NORTH-SOUTH ROAD, 10.0 MILES WEST OF VERNON CHARP RANCH HOUSE.  OR
 NQ0702'FROM HAT CREEK, WYOMING, PROCEED 6.7 MILES EAST ALONG PAVED ROAD TO A
 NQ0702'JUNCTION WITH EAST GRADED ROAD, IN SOUTHWEST CORNER SECTION
 NQ0702'36/TOWNSHIP 35 NORTH/RANGE 62 WEST, 94 FEET NORTH AND 35 FEET EAST OF
 NQ0702'THE T-JUNCTION EAST, ON THE EAST SIDE OF A FENCE, SET IN COPPER-CLAD
 NQ0702'STEEL ROD DRIVEN 5 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0611 ***********************************************************************
 PV0611  DESIGNATION -  20 GRS
 PV0611  PID         -  PV0611
 PV0611  STATE/COUNTY-  WY/CAMPBELL
 PV0611  USGS QUAD   -  WHITE TAIL BUTTE (1971)
 PV0611
 PV0611                         *CURRENT SURVEY CONTROL
 PV0611  ___________________________________________________________________
 PV0611* NAD 83(1986)-  44 47 36.     (N)    105 31 30.     (W)     SCALED    
 PV0611* NAVD 88     -      1275.269  (meters)    4183.94   (feet)  POSTED    
 PV0611  ___________________________________________________________________
 PV0611  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 PV0611  DYNAMIC HT  -        1274.830 (meters)    4182.50  (feet)  COMP
 PV0611  MODELED GRAV-     980,232.1   (mgal)                       NAVD 88
 PV0611
 PV0611  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0611
 PV0611.The horizontal coordinates were scaled from a topographic map and have
 PV0611.an estimated accuracy of +/- 6 seconds.
 PV0611
 PV0611.The orthometric height was determined by differential leveling
 PV0611.and adjusted by the National Geodetic Survey in 1992..
 PV0611.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0611.rate of 0.0 thru 1.0 mm/km.
 PV0611
 PV0611.The geoid height was determined by GEOID03.
 PV0611
 PV0611.The dynamic height is computed by dividing the NAVD 88
 PV0611.geopotential number by the normal gravity value computed on the
 PV0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0611.degrees latitude (g = 980.6199 gals.).
 PV0611
 PV0611.The modeled gravity was interpolated from observed gravity values.
 PV0611
 PV0611;                    North         East    Units  Estimated Accuracy
 PV0611;SPC WY E     -   476,960.      171,650.      MT  (+/- 180 meters Scaled)
 PV0611
 PV0611                          SUPERSEDED SURVEY CONTROL
 PV0611
 PV0611.No superseded survey control is available for this station.
 PV0611
 PV0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK584601(NAD 83)
 PV0611_MARKER: DB = BENCH MARK DISK
 PV0611_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0611_SP_SET: COPPER-CLAD STEEL ROD
 PV0611_STAMPING: 20 GRS 1971
 PV0611_MARK LOGO: USGS  
 PV0611_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0611+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0611
 PV0611  HISTORY     - Date     Condition        Report By
 PV0611  HISTORY     - 1971     MONUMENTED       USGS
 PV0611
 PV0611                          STATION DESCRIPTION
 PV0611
 PV0611'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0611'FROM WESTON, WYOMING POST OFFICE, PROCEED 11.4 MILES NORTH ALONG
 PV0611'STATE HIGHWAY 59 TO A T-JUNCTION WITH ELK CREEK ROAD, THENCE 7.0
 PV0611'MILES WEST ALONG ELK CREEK ROAD TO A JUNCTION OF FIVE ROADS KNOWN AS
 PV0611'FOUR CORNERS, 155 FEET SOUTHEAST OF AND 5 FEET HIGHER THAN THE ROAD
 PV0611'JUNCTION, 69 FEET EAST OF THE CENTER OF A CATTLE GUARD, 2 FEET
 PV0611'SOUTHEAST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF A WITNESS POST, SET
 PV0611'IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0080 ***********************************************************************
 NR0080  DESIGNATION -  20 HA
 NR0080  PID         -  NR0080
 NR0080  STATE/COUNTY-  WY/CARBON
 NR0080  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0080
 NR0080                         *CURRENT SURVEY CONTROL
 NR0080  ___________________________________________________________________
 NR0080* NAD 83(1986)-  42 11 50.     (N)    106 08 55.     (W)     SCALED    
 NR0080* NAVD 88     -      2121.353  (meters)    6959.81   (feet)  ADJUSTED  
 NR0080  ___________________________________________________________________
 NR0080  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 NR0080  DYNAMIC HT  -        2119.655 (meters)    6954.23  (feet)  COMP
 NR0080  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 NR0080
 NR0080  VERT ORDER  -  SECOND    CLASS 0
 NR0080
 NR0080.The horizontal coordinates were scaled from a topographic map and have
 NR0080.an estimated accuracy of +/- 6 seconds.
 NR0080
 NR0080.The orthometric height was determined by differential leveling
 NR0080.and adjusted by the National Geodetic Survey in June 1991..
 NR0080
 NR0080.The geoid height was determined by GEOID03.
 NR0080
 NR0080.The dynamic height is computed by dividing the NAVD 88
 NR0080.geopotential number by the normal gravity value computed on the
 NR0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0080.degrees latitude (g = 980.6199 gals.).
 NR0080
 NR0080.The modeled gravity was interpolated from observed gravity values.
 NR0080
 NR0080;                    North         East    Units  Estimated Accuracy
 NR0080;SPC WYEC     -   289,160.      497,850.      MT  (+/- 180 meters Scaled)
 NR0080
 NR0080                          SUPERSEDED SURVEY CONTROL
 NR0080
 NR0080  NGVD 29 (??/??/92) 2120.269  (m)         6956.25   (f) ADJ UNCH    2 0
 NR0080
 NR0080.Superseded values are not recommended for survey control.
 NR0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0080.See file dsdata.txt to determine how the superseded data were derived.
 NR0080
 NR0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG051723(NAD 83)
 NR0080_MARKER: DD = SURVEY DISK
 NR0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0080_STAMPING: 20 HA 1948
 NR0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0080+STABILITY: SURFACE MOTION
 NR0080
 NR0080  HISTORY     - Date     Condition        Report By
 NR0080  HISTORY     - 1948     MONUMENTED       USGS
 NR0080  HISTORY     - 1959     GOOD             NGS
 NR0080
 NR0080                          STATION DESCRIPTION
 NR0080
 NR0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0080'24.05 MI N FROM MEDICINE BOW.
 NR0080'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0080'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0080'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0080'ABOUT 4.95 MILES NORTHEAST ALONG A GRADED DIRT ROAD, AT THE JUNCTION
 NR0080'OF A DIM TRAIL LEADING EAST, 47 FEET EAST OF THE CENTER LINE OF THE
 NR0080'ROAD, IN SECTION 26, R 78 W, T 26 N, 41 FEET NORTH OF THE CENTER LINE
 NR0080'OF THE TRAIL ROAD, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A
 NR0080'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0200 ***********************************************************************
 OV0200  DESIGNATION -  20 JR
 OV0200  PID         -  OV0200
 OV0200  STATE/COUNTY-  WY/WASHAKIE
 OV0200  USGS QUAD   -  BATTLE MOUNTAIN (1952)
 OV0200
 OV0200                         *CURRENT SURVEY CONTROL
 OV0200  ___________________________________________________________________
 OV0200* NAD 83(1986)-  43 30 58.     (N)    107 32 09.     (W)     SCALED    
 OV0200* NAVD 88     -      1922.900  (meters)    6308.71   (feet)  ADJUSTED  
 OV0200  ___________________________________________________________________
 OV0200  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 OV0200  DYNAMIC HT  -        1921.740 (meters)    6304.91  (feet)  COMP
 OV0200  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 OV0200
 OV0200  VERT ORDER  -  SECOND    CLASS 0
 OV0200
 OV0200.The horizontal coordinates were scaled from a topographic map and have
 OV0200.an estimated accuracy of +/- 6 seconds.
 OV0200
 OV0200.The orthometric height was determined by differential leveling
 OV0200.and adjusted by the National Geodetic Survey in June 1991..
 OV0200
 OV0200.The geoid height was determined by GEOID03.
 OV0200
 OV0200.The dynamic height is computed by dividing the NAVD 88
 OV0200.geopotential number by the normal gravity value computed on the
 OV0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0200.degrees latitude (g = 980.6199 gals.).
 OV0200
 OV0200.The modeled gravity was interpolated from observed gravity values.
 OV0200
 OV0200;                    North         East    Units  Estimated Accuracy
 OV0200;SPC WYEC     -   435,010.      383,630.      MT  (+/- 180 meters Scaled)
 OV0200
 OV0200                          SUPERSEDED SURVEY CONTROL
 OV0200
 OV0200  NGVD 29 (??/??/92) 1921.952  (m)         6305.60   (f) ADJ UNCH    2 0
 OV0200
 OV0200.Superseded values are not recommended for survey control.
 OV0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0200.See file dsdata.txt to determine how the superseded data were derived.
 OV0200
 OV0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ950212(NAD 83)
 OV0200_MARKER: DD = SURVEY DISK
 OV0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0200_STAMPING: 20 JR 1950 6306
 OV0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0200+STABILITY: SURFACE MOTION
 OV0200
 OV0200  HISTORY     - Date     Condition        Report By
 OV0200  HISTORY     - 1950     MONUMENTED       USGS
 OV0200  HISTORY     - 1966     GOOD             NGS
 OV0200
 OV0200                          STATION DESCRIPTION
 OV0200
 OV0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0200'21.95 MI NE FROM LYSITE.
 OV0200'21.95 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0200'AND QUINCY RAILROAD STATION AT LYSITE, ON THE OUTSIDE OF A LONG CURVE,
 OV0200'355 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 200 FEET
 OV0200'NORTHWEST OF THE CENTER OF A BORROW PIT, 20 FEET WEST OF THE CENTER
 OV0200'LINE OF THE FORMER ALIGNMENT OF THE ROAD, 2 FEET EAST OF A FENCE
 OV0200'CORNER, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 10 FEET HIGHER THAN
 OV0200'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OV0200'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0986 ***********************************************************************
 PY0986  DESIGNATION -  20 MDC
 PY0986  PID         -  PY0986
 PY0986  STATE/COUNTY-  WY/PARK
 PY0986  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0986
 PY0986                         *CURRENT SURVEY CONTROL
 PY0986  ___________________________________________________________________
 PY0986* NAD 83(1986)-  44 51 54.     (N)    110 23 50.     (W)     SCALED    
 PY0986* NAVD 88     -      2169.115  (meters)    7116.50   (feet)  ADJUSTED  
 PY0986  ___________________________________________________________________
 PY0986  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY0986  DYNAMIC HT  -        2167.808 (meters)    7112.22  (feet)  COMP
 PY0986  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 PY0986
 PY0986  VERT ORDER  -  FIRST     CLASS II
 PY0986
 PY0986.The horizontal coordinates were scaled from a topographic map and have
 PY0986.an estimated accuracy of +/- 6 seconds.
 PY0986
 PY0986.The orthometric height was determined by differential leveling
 PY0986.and adjusted by the National Geodetic Survey in June 1991..
 PY0986
 PY0986.The geoid height was determined by GEOID03.
 PY0986
 PY0986.The dynamic height is computed by dividing the NAVD 88
 PY0986.geopotential number by the normal gravity value computed on the
 PY0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0986.degrees latitude (g = 980.6199 gals.).
 PY0986
 PY0986.The modeled gravity was interpolated from observed gravity values.
 PY0986
 PY0986;                    North         East    Units  Estimated Accuracy
 PY0986;SPC WYWC     -   486,180.      469,830.      MT  (+/- 180 meters Scaled)
 PY0986
 PY0986                          SUPERSEDED SURVEY CONTROL
 PY0986
 PY0986  NGVD 29 (08/20/92) 2167.770  (m)         7112.09   (f) ADJUSTED    1 2
 PY0986
 PY0986.Superseded values are not recommended for survey control.
 PY0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0986.See file dsdata.txt to determine how the superseded data were derived.
 PY0986
 PY0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ476681(NAD 83)
 PY0986_MARKER: DB = BENCH MARK DISK
 PY0986_SETTING: 80 = SET IN A BOULDER
 PY0986_SP_SET: BOULDER
 PY0986_STAMPING: 20 MDC 1976 7112
 PY0986_MARK LOGO: USGS  
 PY0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0986+STABILITY: SURFACE MOTION
 PY0986
 PY0986  HISTORY     - Date     Condition        Report By
 PY0986  HISTORY     - 1976     MONUMENTED       USGS
 PY0986  HISTORY     - 1987     GOOD             NGS
 PY0986
 PY0986                          STATION DESCRIPTION
 PY0986
 PY0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0986'8.0 KM (4.95 MI) SOUTH FROM TOWER JUNCTION.
 PY0986'8.0 KM (4.95 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0986'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE CENTER OF
 PY0986'A 6 BY 8 FOOT BOULDER, 118.9 M (390.1 FT) NORTHWEST OF THE CENTERLINE
 PY0986'OF THE HIGHWAY, AND 57.9 M (190.0 FT) NORTH OF THE CENTERLINE OF THE
 PY0986'HIGHWAY.
 PY0986'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1117 ***********************************************************************
 PY1117  DESIGNATION -  20 MDC
 PY1117  PID         -  PY1117
 PY1117  STATE/COUNTY-  WY/TETON
 PY1117  USGS QUAD   -  FLAGG RANCH (1996)
 PY1117
 PY1117                         *CURRENT SURVEY CONTROL
 PY1117  ___________________________________________________________________
 PY1117* NAD 83(1986)-  44 05 55.     (N)    110 40 05.     (W)     SCALED    
 PY1117* NAVD 88     -      2081.573  (meters)    6829.29   (feet)  ADJUSTED  
 PY1117  ___________________________________________________________________
 PY1117  GEOID HEIGHT-          -8.51  (meters)                     GEOID03
 PY1117  DYNAMIC HT  -        2080.272 (meters)    6825.03  (feet)  COMP
 PY1117  MODELED GRAV-     979,918.7   (mgal)                       NAVD 88
 PY1117
 PY1117  VERT ORDER  -  FIRST     CLASS II
 PY1117
 PY1117.The horizontal coordinates were scaled from a topographic map and have
 PY1117.an estimated accuracy of +/- 6 seconds.
 PY1117
 PY1117.The orthometric height was determined by differential leveling
 PY1117.and adjusted by the National Geodetic Survey in June 1991..
 PY1117
 PY1117.The geoid height was determined by GEOID03.
 PY1117
 PY1117.The dynamic height is computed by dividing the NAVD 88
 PY1117.geopotential number by the normal gravity value computed on the
 PY1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1117.degrees latitude (g = 980.6199 gals.).
 PY1117
 PY1117.The modeled gravity was interpolated from observed gravity values.
 PY1117
 PY1117;                    North         East    Units  Estimated Accuracy
 PY1117;SPC WY W     -   499,870.      753,180.      MT  (+/- 180 meters Scaled)
 PY1117
 PY1117                          SUPERSEDED SURVEY CONTROL
 PY1117
 PY1117.No superseded survey control is available for this station.
 PY1117
 PY1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP265828(NAD 83)
 PY1117_MARKER: DB = BENCH MARK DISK
 PY1117_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1117_SP_SET: CULVERT HEADWALL
 PY1117_STAMPING: 20 MDC 1977 6840
 PY1117_MARK LOGO: USGS  
 PY1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1117+STABILITY: SURFACE MOTION
 PY1117
 PY1117  HISTORY     - Date     Condition        Report By
 PY1117  HISTORY     - 1977     MONUMENTED       USGS
 PY1117
 PY1117                          STATION DESCRIPTION
 PY1117
 PY1117'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PY1117'SOUTH ENTRANCE (YNP) 2.75 MILES SOUTH OF, ALONG HIGHWAY TOWARD GRAND
 PY1117'TETON NATIONAL PARK FROM FEE BOOTH AT SOUTH ENTRANCE (YNP), 0.1 MILE
 PY1117'SOUTH OF FLAGG RANCH AREA; AT SOUTH END OF CONCRETE AND STEEL BRIDGE
 PY1117'OVER SNAKE RIVER; 21 FT. WEST AND 1 FT. HIGHER THAN CENTERLINE OF
 PY1117'HIGHWAY; CEMENTED IN SOUTH END OF WEST CONCRETE ABUTMENT OF BRIDGE;
 PY1117'STANDARD TABLET STAMPED 20 MDC 1977 6825.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0529 ***********************************************************************
 NQ0529  DESIGNATION -  20 MILE
 NQ0529  PID         -  NQ0529
 NQ0529  STATE/COUNTY-  WY/CONVERSE
 NQ0529  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0529
 NQ0529                         *CURRENT SURVEY CONTROL
 NQ0529  ___________________________________________________________________
 NQ0529* NAD 83(1993)-  42 59 02.54557(N)    104 59 08.30143(W)     ADJUSTED  
 NQ0529* NAVD 88     -      1528.     (meters)    5013.     (feet)  SCALED    
 NQ0529  ___________________________________________________________________
 NQ0529  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 NQ0529  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 NQ0529
 NQ0529  HORZ ORDER  -  FIRST
 NQ0529
 NQ0529.The horizontal coordinates were established by classical geodetic methods
 NQ0529.and adjusted by the National Geodetic Survey in January 1997..
 NQ0529
 NQ0529.The orthometric height was scaled from a topographic map.
 NQ0529
 NQ0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0529
 NQ0529.The geoid height was determined by GEOID03.
 NQ0529
 NQ0529;                    North         East     Units Scale Factor Converg.
 NQ0529;SPC WY E     -   275,896.802   214,764.047   MT  0.99994018   +0 07 24.3
 NQ0529;UTM  13      - 4,759,042.616   501,170.821   MT  0.99960002   +0 00 35.2
 NQ0529
 NQ0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0529!SPC WY E     -   0.99976280  x   0.99994018  =   0.99970299
 NQ0529!UTM  13      -   0.99976280  x   0.99960002  =   0.99936291
 NQ0529
 NQ0529:                Primary Azimuth Mark                     Grid Az
 NQ0529:SPC WY E     -  20 MILE AZ MK                            229 24 45.5
 NQ0529:UTM  13      -  20 MILE AZ MK                            229 31 34.6
 NQ0529
 NQ0529|---------------------------------------------------------------------|
 NQ0529| PID    Reference Object                     Distance      Geod. Az  |
 NQ0529|                                                           dddmmss.s |
 NQ0529| CP9430 20 MILE AZ MK                                      2293209.8 |
 NQ0529| CP9431 20 MILE RM 1                          3.083 METERS 24456     |
 NQ0529| CP9432 20 MILE RM 2                          6.469 METERS 31623     |
 NQ0529|---------------------------------------------------------------------|
 NQ0529
 NQ0529                          SUPERSEDED SURVEY CONTROL
 NQ0529
 NQ0529  NAD 83(1986)-  42 59 02.52300(N)    104 59 08.28776(W) AD(       ) 1
 NQ0529  NAD 27      -  42 59 02.64200(N)    104 59 06.39600(W) AD(       ) 1
 NQ0529
 NQ0529.Superseded values are not recommended for survey control.
 NQ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0529.See file dsdata.txt to determine how the superseded data were derived.
 NQ0529
 NQ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH0117159043(NAD 83)
 NQ0529_MARKER: DS = TRIANGULATION STATION DISK
 NQ0529_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0529
 NQ0529  HISTORY     - Date     Condition        Report By
 NQ0529  HISTORY     - 1938     MONUMENTED       CGS
 NQ0529  HISTORY     - 1963     GOOD             CGS
 NQ0529  HISTORY     - 1970     GOOD             USGS
 NQ0529
 NQ0529                          STATION DESCRIPTION
 NQ0529
 NQ0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 NQ0529'STATION IS LOCATED ABOUT 2-1/2 MILES W OF 20 MILE CREEK, AND
 NQ0529'14-1/2 MILES N AND W OF LOST SPRINGS ON THE HIGHEST POINT OF A
 NQ0529'ROUGH AND TIMBERED DIVIDE BETWEEN 20 MILE CREEK AND WALKER CREEK.
 NQ0529'
 NQ0529'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 NQ0529'HOLE IN OUTCROPPING BEDROCK AS DESCRIBED.  REFERENCE
 NQ0529'MARKS ARE STANDARD BRONZE DISKS SET IN OUTCROPPING BEDROCK
 NQ0529'AS DESCRIBED.  AZIMUTH MARK IS A STANDARD BRONZE
 NQ0529'DISK SET IN CONCRETE AS DESCRIBED.
 NQ0529'
 NQ0529'STATION IS REACHED AS FOLLOWS--FROM SHAWNEE GO N ON A GRADED
 NQ0529'DIRT ROAD FOR 1.6 MILES TO A T-ROAD, THEN TAKE RIGHT FORK AND
 NQ0529'GO NE, N, AND NW, ON MAIN-TRAVELED GRADED DIRT ROAD 6.65 MILES
 NQ0529'TO A SIDE ROAD W, CONTINUE N 2.0 MILES TO CROSSROADS, THEN
 NQ0529'TURN RIGHT AND GO E ON THE MAIN-TRAVELED ROAD FOR 1.8 MILES
 NQ0529'TO A SIDE ROAD E AT TWO MAIL BOXES, THEN CONTINUE N AND E
 NQ0529'ON MAIN ROAD FOR 2.7 MILES TO A T-ROAD, TURN N 3.0 MILES ON
 NQ0529'MAIN ROAD TO CROSSROADS AND TWO CATTLE GUARDS, THEN TURN
 NQ0529'RIGHT AND GO E, ON GRADED DIRT ROAD FOR A MILE TO A CATTLE
 NQ0529'GUARD, CONTINUE E 0.2 MILE TO A DIM RANCH ROAD ON THE LEFT,
 NQ0529'THEN LEAVE GRADED DIRT ROAD, TURN LEFT ON DIM RANCH ROAD N
 NQ0529'FOR 0.45 MILE, TAKE RIGHT FORK AND GO F AND N 0.7 MILE TO
 NQ0529'A WIRE GATE, CONTINUE 0.4 MILE TO A DIM FORK, TAKE LEFT
 NQ0529'FORK AND GO 0.6 MILE TO ANOTHER DIM FORK ON THE TOP OF A
 NQ0529'MESA, TAKE RIGHT FORK AND GO 0.2 MILE, THEN LEAVE ROAD
 NQ0529'TURN E, AND GO ABOUT 150 YARDS TO STATION.
 NQ0529'
 NQ0529'AZIMUTH MARK IS 1.0 MILE FROM THE STATION ON THE FIRST RIDGE W OF
 NQ0529'IT, AND ABOUT 100 YARDS N OF THE ROAD.
 NQ0529'
 NQ0529'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 NQ0529
 NQ0529                          STATION RECOVERY (1963)
 NQ0529
 NQ0529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 NQ0529'STATION FOUND AS DESCRIBED.  ALL MARKS FOUND AND IN GOOD CONDITION.
 NQ0529
 NQ0529                          STATION RECOVERY (1970)
 NQ0529
 NQ0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (CFL)
 NQ0529'TO REACH THE STATION FROM DOUGLAS, WYOMING AT THE JNCT. OF
 NQ0529'STATE HWY 59 AND U.S. HWY. 87 GO N ON HWY. 59 10.9 MI. TO
 NQ0529'GRADED Y-RD. RIGHT, NE, TAKE GRADED RD. NE 10.3 MI. TO WALKER
 NQ0529'CREEK HALL AND X-RDS. TAKE RIGHT FORK E AND FOLLOW SECTION
 NQ0529'LINE RD. 5.2 MI. TO A CATTLEGUARD.  CONTINUE E 0.2 MI TO
 NQ0529'TRACK RD. LEFT.  TAKE TRACK RD. N 0.9 MI. TO A Y-RD. TAKE
 NQ0529'RIGHT FK. ENE 0.6 MI TO A GATE.  PASS THROUGH GATE AND FOLLOW
 NQ0529'RD NE 1.1 MI. TO TOP OF MESA, TURN RIGHT (E) GO 0.1 MI. ACROSS
 NQ0529'LOW SADDLE TO SMALL ROCKY TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0482 ***********************************************************************
 OU0482  DESIGNATION -  20 RGB
 OU0482  PID         -  OU0482
 OU0482  STATE/COUNTY-  WY/WESTON
 OU0482  USGS QUAD   -  BUCK CREEK (1971)
 OU0482
 OU0482                         *CURRENT SURVEY CONTROL
 OU0482  ___________________________________________________________________
 OU0482* NAD 83(1986)-  43 50 06.     (N)    105 03 45.     (W)     SCALED    
 OU0482* NAVD 88     -      1405.067  (meters)    4609.79   (feet)  POSTED    
 OU0482  ___________________________________________________________________
 OU0482  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 OU0482  DYNAMIC HT  -        1404.380 (meters)    4607.54  (feet)  COMP
 OU0482  MODELED GRAV-     980,083.1   (mgal)                       NAVD 88
 OU0482
 OU0482  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0482
 OU0482.The horizontal coordinates were scaled from a topographic map and have
 OU0482.an estimated accuracy of +/- 6 seconds.
 OU0482
 OU0482.The orthometric height was determined by differential leveling
 OU0482.and adjusted by the National Geodetic Survey in 1992..
 OU0482.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0482.rate of 0.0 thru 1.0 mm/km.
 OU0482
 OU0482.The geoid height was determined by GEOID03.
 OU0482
 OU0482.The dynamic height is computed by dividing the NAVD 88
 OU0482.geopotential number by the normal gravity value computed on the
 OU0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0482.degrees latitude (g = 980.6199 gals.).
 OU0482
 OU0482.The modeled gravity was interpolated from observed gravity values.
 OU0482
 OU0482;                    North         East    Units  Estimated Accuracy
 OU0482;SPC WY E     -   370,420.      208,380.      MT  (+/- 180 meters Scaled)
 OU0482
 OU0482                          SUPERSEDED SURVEY CONTROL
 OU0482
 OU0482.No superseded survey control is available for this station.
 OU0482
 OU0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ949535(NAD 83)
 OU0482_MARKER: DB = BENCH MARK DISK
 OU0482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0482_SP_SET: COPPER-CLAD STEEL ROD
 OU0482_STAMPING: 20 RGB 1971
 OU0482_MARK LOGO: USGS  
 OU0482_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0482+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0482
 OU0482  HISTORY     - Date     Condition        Report By
 OU0482  HISTORY     - 1971     MONUMENTED       USGS
 OU0482
 OU0482                          STATION DESCRIPTION
 OU0482
 OU0482'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0482'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0482'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0482'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0482'ROAD FORK, THENCE 12.0 MILES SOUTH TO A SOUTHWEST LEG OF A WINDMILL,
 OU0482'24.6 MILES SOUTH OF J. JESSEN RANCH, 67 FEET EAST OF THE CENTERLINE
 OU0482'OF THE ROAD, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 OU0482'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0510 ***********************************************************************
 OU0510  DESIGNATION -  20 SJS
 OU0510  PID         -  OU0510
 OU0510  STATE/COUNTY-  WY/CONVERSE
 OU0510  USGS QUAD   -  PINEY CREEK (1970)
 OU0510
 OU0510                         *CURRENT SURVEY CONTROL
 OU0510  ___________________________________________________________________
 OU0510* NAD 83(1986)-  43 04 28.     (N)    105 00 18.     (W)     SCALED    
 OU0510* NAVD 88     -      1434.470  (meters)    4706.26   (feet)  ADJUSTED  
 OU0510  ___________________________________________________________________
 OU0510  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 OU0510  DYNAMIC HT  -        1433.668 (meters)    4703.63  (feet)  COMP
 OU0510  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 OU0510
 OU0510  VERT ORDER  -  THIRD
 OU0510
 OU0510.The horizontal coordinates were scaled from a topographic map and have
 OU0510.an estimated accuracy of +/- 6 seconds.
 OU0510
 OU0510.The orthometric height was determined by differential leveling
 OU0510.and adjusted by the National Geodetic Survey in December 1993..
 OU0510
 OU0510.The geoid height was determined by GEOID03.
 OU0510
 OU0510.The dynamic height is computed by dividing the NAVD 88
 OU0510.geopotential number by the normal gravity value computed on the
 OU0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0510.degrees latitude (g = 980.6199 gals.).
 OU0510
 OU0510.The modeled gravity was interpolated from observed gravity values.
 OU0510
 OU0510;                    North         East    Units  Estimated Accuracy
 OU0510;SPC WY E     -   285,940.      213,170.      MT  (+/- 180 meters Scaled)
 OU0510
 OU0510                          SUPERSEDED SURVEY CONTROL
 OU0510
 OU0510.No superseded survey control is available for this station.
 OU0510
 OU0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH995690(NAD 83)
 OU0510_MARKER: DB = BENCH MARK DISK
 OU0510_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0510+WITH SETTING: INFORMATION.
 OU0510_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0510_STAMPING: 20 SJS 1970
 OU0510_MARK LOGO: USGS  
 OU0510_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0510
 OU0510  HISTORY     - Date     Condition        Report By
 OU0510  HISTORY     - 1970     MONUMENTED       USGS
 OU0510
 OU0510                          STATION DESCRIPTION
 OU0510
 OU0510'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0510'FROM THE KETELSEN RANCH HEADQUARTERS, PROCEED 10.8 MILES (17.4 KM)
 OU0510'SOUTH ALONG THE ROAD TO DOUGLAS, WY, AT THE OLD COLLIER RANCH HOUSE,
 OU0510'NEAR THE 1/4 CORNER OF S.22 AND S.27, T.36 N., R.68 W., APPROXIMATELY
 OU0510'700 FEET (213.4 M) NORTH OF THE RANCH HOUSE, AT A FENCE CORNER AND A
 OU0510'ROAD JUNCTION SOUTH, 1 FOOT (0.3 M) NORTH AND 1 FOOT (0.3 M) WEST OF
 OU0510'A FENCE CORNER, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND SET ON A
 OU0510'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0671 ***********************************************************************
 NT0671  DESIGNATION -  20 TET
 NT0671  PID         -  NT0671
 NT0671  STATE/COUNTY-  WY/SWEETWATER
 NT0671  USGS QUAD   -  FONTENELLE RESERVOIR SE (1978)
 NT0671
 NT0671                         *CURRENT SURVEY CONTROL
 NT0671  ___________________________________________________________________
 NT0671* NAD 83(1986)-  42 01 27.     (N)    110 07 10.     (W)     SCALED    
 NT0671* NAVD 88     -      2034.295  (meters)    6674.18   (feet)  ADJUSTED  
 NT0671  ___________________________________________________________________
 NT0671  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 NT0671  DYNAMIC HT  -        2032.602 (meters)    6668.63  (feet)  COMP
 NT0671  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 NT0671
 NT0671  VERT ORDER  -  THIRD
 NT0671
 NT0671.The horizontal coordinates were scaled from a topographic map and have
 NT0671.an estimated accuracy of +/- 6 seconds.
 NT0671
 NT0671.The orthometric height was determined by differential leveling
 NT0671.and adjusted by the National Geodetic Survey in December 1993..
 NT0671
 NT0671.The geoid height was determined by GEOID03.
 NT0671
 NT0671.The dynamic height is computed by dividing the NAVD 88
 NT0671.geopotential number by the normal gravity value computed on the
 NT0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0671.degrees latitude (g = 980.6199 gals.).
 NT0671
 NT0671.The modeled gravity was interpolated from observed gravity values.
 NT0671
 NT0671;                    North         East    Units  Estimated Accuracy
 NT0671;SPC WYWC     -   170,170.      486,590.      MT  (+/- 180 meters Scaled)
 NT0671
 NT0671                          SUPERSEDED SURVEY CONTROL
 NT0671
 NT0671  NGVD 29 (??/??/92) 2032.95   (m)         6669.8    (f) COMPUTED    3 0
 NT0671
 NT0671.Superseded values are not recommended for survey control.
 NT0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0671.See file dsdata.txt to determine how the superseded data were derived.
 NT0671
 NT0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM728528(NAD 83)
 NT0671_MARKER: DB = BENCH MARK DISK
 NT0671_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NT0671_SP_SET: COPPER-CLAD STEEL ROD
 NT0671_STAMPING: 20 TET 1968
 NT0671_MARK LOGO: USGS  
 NT0671_MAGNETIC: I = MARKER IS A STEEL ROD
 NT0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0671+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NT0671
 NT0671  HISTORY     - Date     Condition        Report By
 NT0671  HISTORY     - 1968     MONUMENTED       USGS
 NT0671
 NT0671                          STATION DESCRIPTION
 NT0671
 NT0671'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NT0671'FROM FONTENELLE, WYOMING, PROCEED 2.9 MILES NORTH ALONG GRAVELED
 NT0671'COUNTY ROAD, THENCE 2.3 MILES WEST ALONG COUNTY ACCESS ROAD TO
 NT0671'FONTENELLE RESERVOIR, NEAR THE SOUTHEAST 1/4 CORNER OF SECTION
 NT0671'28/TOWNSHIP 24 NORTH/RANGE 112 WEST, 65 FEET NORTH AND .30 FEET WEST
 NT0671'OF THE ROAD AT A TRAIL CROSSING AND ABOUT THE SAME ELEVATION, 1 FOOT
 NT0671'SOUTH OF A WITNESS POST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH
 NT0671'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0350 ***********************************************************************
 PW0350  DESIGNATION -  20 WDE
 PW0350  PID         -  PW0350
 PW0350  STATE/COUNTY-  WY/BIG HORN
 PW0350  USGS QUAD   -  DEVILS KITCHEN (1960)
 PW0350
 PW0350                         *CURRENT SURVEY CONTROL
 PW0350  ___________________________________________________________________
 PW0350* NAD 83(1986)-  44 31 07.     (N)    107 54 32.     (W)     SCALED    
 PW0350* NAVD 88     -      1243.910  (meters)    4081.06   (feet)  ADJUSTED  
 PW0350  ___________________________________________________________________
 PW0350  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 PW0350  DYNAMIC HT  -        1243.423 (meters)    4079.46  (feet)  COMP
 PW0350  MODELED GRAV-     980,183.0   (mgal)                       NAVD 88
 PW0350
 PW0350  VERT ORDER  -  SECOND    CLASS 0
 PW0350
 PW0350.The horizontal coordinates were scaled from a topographic map and have
 PW0350.an estimated accuracy of +/- 6 seconds.
 PW0350
 PW0350.The orthometric height was determined by differential leveling
 PW0350.and adjusted by the National Geodetic Survey in June 1991..
 PW0350
 PW0350.The geoid height was determined by GEOID03.
 PW0350
 PW0350.The dynamic height is computed by dividing the NAVD 88
 PW0350.geopotential number by the normal gravity value computed on the
 PW0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0350.degrees latitude (g = 980.6199 gals.).
 PW0350
 PW0350.The modeled gravity was interpolated from observed gravity values.
 PW0350
 PW0350;                    North         East    Units  Estimated Accuracy
 PW0350;SPC WYEC     -   546,530.      354,240.      MT  (+/- 180 meters Scaled)
 PW0350
 PW0350                          SUPERSEDED SURVEY CONTROL
 PW0350
 PW0350  NGVD 29 (??/??/92) 1243.121  (m)         4078.47   (f) ADJ UNCH    2 0
 PW0350
 PW0350.Superseded values are not recommended for survey control.
 PW0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0350.See file dsdata.txt to determine how the superseded data were derived.
 PW0350
 PW0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK688335(NAD 83)
 PW0350_MARKER: DD = SURVEY DISK
 PW0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0350_STAMPING: 20 WDE 1958 TT 4079
 PW0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0350+STABILITY: SURFACE MOTION
 PW0350
 PW0350  HISTORY     - Date     Condition        Report By
 PW0350  HISTORY     - 1958     MONUMENTED       USGS
 PW0350  HISTORY     - 1966     GOOD             NGS
 PW0350
 PW0350                          STATION DESCRIPTION
 PW0350
 PW0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0350'8.05 MI E FROM GREYBULL.
 PW0350'8.05 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0350'GREYBULL, AT THE JUNCTION OF A DIRT ROAD SOUTH, 7.3 MILES WEST OF
 PW0350'SHELL, 63 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 53 FEET
 PW0350'WEST OF THE CENTER LINE OF THE ROAD, 51 FEET SOUTHWEST OF A T JUNCTION
 PW0350'POWER POLE, 4.8 FEET WEST OF THE WEST END OF A GATE, 4.0 FEET SOUTH OF
 PW0350'A FENCE, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN
 PW0350'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 PW0350'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0453 ***********************************************************************
 OV0453  DESIGNATION -  21 ARD
 OV0453  PID         -  OV0453
 OV0453  STATE/COUNTY-  WY/NATRONA
 OV0453  USGS QUAD   -  MERINO (1968)
 OV0453
 OV0453                         *CURRENT SURVEY CONTROL
 OV0453  ___________________________________________________________________
 OV0453* NAD 83(1986)-  43 08 05.     (N)    106 34 52.     (W)     SCALED    
 OV0453* NAVD 88     -      1696.723  (meters)    5566.67   (feet)  POSTED    
 OV0453  ___________________________________________________________________
 OV0453  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 OV0453  DYNAMIC HT  -        1695.670 (meters)    5563.21  (feet)  COMP
 OV0453  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 OV0453
 OV0453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0453
 OV0453.The horizontal coordinates were scaled from a topographic map and have
 OV0453.an estimated accuracy of +/- 6 seconds.
 OV0453
 OV0453.The orthometric height was determined by differential leveling
 OV0453.and adjusted by the National Geodetic Survey in 1992..
 OV0453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0453.rate of 0.0 thru 1.0 mm/km.
 OV0453
 OV0453.The geoid height was determined by GEOID03.
 OV0453
 OV0453.The dynamic height is computed by dividing the NAVD 88
 OV0453.geopotential number by the normal gravity value computed on the
 OV0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0453.degrees latitude (g = 980.6199 gals.).
 OV0453
 OV0453.The modeled gravity was interpolated from observed gravity values.
 OV0453
 OV0453;                    North         East    Units  Estimated Accuracy
 OV0453;SPC WYEC     -   392,890.      461,200.      MT  (+/- 180 meters Scaled)
 OV0453
 OV0453                          SUPERSEDED SURVEY CONTROL
 OV0453
 OV0453.No superseded survey control is available for this station.
 OV0453
 OV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH714769(NAD 83)
 OV0453_MARKER: DB = BENCH MARK DISK
 OV0453_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0453_SP_SET: COPPER-CLAD STEEL ROD
 OV0453_STAMPING: 21 ARD 1968
 OV0453_MARK LOGO: USGS  
 OV0453_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0453+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0453
 OV0453  HISTORY     - Date     Condition        Report By
 OV0453  HISTORY     - 1968     MONUMENTED       USGS
 OV0453
 OV0453                          STATION DESCRIPTION
 OV0453
 OV0453'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0453'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0453'8.7 MILES NORTH ALONG COUNTY ROAD TO A JUNCTION WITH A WEST ROAD, 60
 OV0453'FEET EAST AND 14 FEET NORTH OF AND 0.7 FEET LOWER THAN THE
 OV0453'INTERSECTION, 1 FOOT SOUTHWEST OF A BRACE POST AND WITNESS SIGN, SET
 OV0453'IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0703 ***********************************************************************
 NQ0703  DESIGNATION -  21 DHW
 NQ0703  PID         -  NQ0703
 NQ0703  STATE/COUNTY-  WY/NIOBRARA
 NQ0703  USGS QUAD   -  HAT CREEK (1981)
 NQ0703
 NQ0703                         *CURRENT SURVEY CONTROL
 NQ0703  ___________________________________________________________________
 NQ0703* NAD 83(1986)-  42 56 39.     (N)    104 16 52.     (W)     SCALED    
 NQ0703* NAVD 88     -      1342.918  (meters)    4405.89   (feet)  ADJUSTED  
 NQ0703  ___________________________________________________________________
 NQ0703  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 NQ0703  DYNAMIC HT  -        1342.233 (meters)    4403.64  (feet)  COMP
 NQ0703  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 NQ0703
 NQ0703  VERT ORDER  -  THIRD
 NQ0703
 NQ0703.The horizontal coordinates were scaled from a topographic map and have
 NQ0703.an estimated accuracy of +/- 6 seconds.
 NQ0703
 NQ0703.The orthometric height was determined by differential leveling
 NQ0703.and adjusted by the National Geodetic Survey in June 1991..
 NQ0703
 NQ0703.The geoid height was determined by GEOID03.
 NQ0703
 NQ0703.The dynamic height is computed by dividing the NAVD 88
 NQ0703.geopotential number by the normal gravity value computed on the
 NQ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0703.degrees latitude (g = 980.6199 gals.).
 NQ0703
 NQ0703.The modeled gravity was interpolated from observed gravity values.
 NQ0703
 NQ0703;                    North         East    Units  Estimated Accuracy
 NQ0703;SPC WY E     -   271,830.      272,270.      MT  (+/- 180 meters Scaled)
 NQ0703
 NQ0703                          SUPERSEDED SURVEY CONTROL
 NQ0703
 NQ0703.No superseded survey control is available for this station.
 NQ0703
 NQ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH586548(NAD 83)
 NQ0703_MARKER: DB = BENCH MARK DISK
 NQ0703_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0703_SP_SET: COPPER-CLAD STEEL ROD
 NQ0703_STAMPING: 21 DHW 1974
 NQ0703_MARK LOGO: USGS  
 NQ0703_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0703+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0703
 NQ0703  HISTORY     - Date     Condition        Report By
 NQ0703  HISTORY     - 1974     MONUMENTED       USGS
 NQ0703
 NQ0703                          STATION DESCRIPTION
 NQ0703
 NQ0703'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0703'FROM HAT CREEK, WYOMING, PROCEED 4.6 MILES EAST ALONG PAVED ROAD TO A
 NQ0703'ROAD NORTH TO A RANCH HOUSE, AT THE CORNER OF SECTIONS
 NQ0703'2-3-10-11/TOWNSHIP 62 WEST/RANGE 34 WEST, 160 FEET EAST AND 60 FEET
 NQ0703'SOUTH OF A T-ROAD NORTH, 4 FEET WEST AND 1 FOOT NORTH OF A JOG IN A
 NQ0703'RIGHT-OF-WAY FENCE, SET IN A COPPER-CLAD STEEL ROD DRIVEN 6.7 FEET
 NQ0703'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0612 ***********************************************************************
 PV0612  DESIGNATION -  21 GRS
 PV0612  PID         -  PV0612
 PV0612  STATE/COUNTY-  WY/CAMPBELL
 PV0612  USGS QUAD   -  ROCKY BUTTE SW (1972)
 PV0612
 PV0612                         *CURRENT SURVEY CONTROL
 PV0612  ___________________________________________________________________
 PV0612* NAD 83(1986)-  44 48 00.     (N)    105 29 37.     (W)     SCALED    
 PV0612* NAVD 88     -      1186.662  (meters)    3893.24   (feet)  POSTED    
 PV0612  ___________________________________________________________________
 PV0612  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 PV0612  DYNAMIC HT  -        1186.270 (meters)    3891.95  (feet)  COMP
 PV0612  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 PV0612
 PV0612  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0612
 PV0612.The horizontal coordinates were scaled from a topographic map and have
 PV0612.an estimated accuracy of +/- 6 seconds.
 PV0612
 PV0612.The orthometric height was determined by differential leveling
 PV0612.and adjusted by the National Geodetic Survey in 1992..
 PV0612.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0612.rate of 0.0 thru 1.0 mm/km.
 PV0612
 PV0612.The geoid height was determined by GEOID03.
 PV0612
 PV0612.The dynamic height is computed by dividing the NAVD 88
 PV0612.geopotential number by the normal gravity value computed on the
 PV0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0612.degrees latitude (g = 980.6199 gals.).
 PV0612
 PV0612.The modeled gravity was interpolated from observed gravity values.
 PV0612
 PV0612;                    North         East    Units  Estimated Accuracy
 PV0612;SPC WY E     -   477,690.      174,130.      MT  (+/- 180 meters Scaled)
 PV0612
 PV0612                          SUPERSEDED SURVEY CONTROL
 PV0612
 PV0612.No superseded survey control is available for this station.
 PV0612
 PV0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK609608(NAD 83)
 PV0612_MARKER: DB = BENCH MARK DISK
 PV0612_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0612_SP_SET: COPPER-CLAD STEEL ROD
 PV0612_STAMPING: 21 GRS 1971
 PV0612_MARK LOGO: USGS  
 PV0612_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0612+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0612
 PV0612  HISTORY     - Date     Condition        Report By
 PV0612  HISTORY     - 1971     MONUMENTED       USGS
 PV0612
 PV0612                          STATION DESCRIPTION
 PV0612
 PV0612'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0612'FROM WESTON, WYOMING POST OFFICE, PROCEED 11.4 MILES NORTH ALONG
 PV0612'STATE HIGHWAY 59 TO A T-JUNCTION WITH ELK CREEK ROAD, THENCE 5.3
 PV0612'MILES WEST ALONG ELK CREEK ROAD TO WAYNE DAVIS RANCH BUILDINGS, 132
 PV0612'FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 97 FEET WEST OF
 PV0612'THE CENTER OF A CATTLE GUARD, 2 FEET NORTH OF A POWER LINE POLE, 1
 PV0612'FOOT NORTHEAST OF A T-FENCE CORNER, 1 FOOT SOUTHWEST OF A WITNESS
 PV0612'POST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0081 ***********************************************************************
 NR0081  DESIGNATION -  21 HA
 NR0081  PID         -  NR0081
 NR0081  STATE/COUNTY-  WY/CARBON
 NR0081  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0081
 NR0081                         *CURRENT SURVEY CONTROL
 NR0081  ___________________________________________________________________
 NR0081* NAD 83(1986)-  42 12 28.     (N)    106 08 46.     (W)     SCALED    
 NR0081* NAVD 88     -      2123.701  (meters)    6967.51   (feet)  ADJUSTED  
 NR0081  ___________________________________________________________________
 NR0081  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 NR0081  DYNAMIC HT  -        2122.006 (meters)    6961.95  (feet)  COMP
 NR0081  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 NR0081
 NR0081  VERT ORDER  -  SECOND    CLASS 0
 NR0081
 NR0081.The horizontal coordinates were scaled from a topographic map and have
 NR0081.an estimated accuracy of +/- 6 seconds.
 NR0081
 NR0081.The orthometric height was determined by differential leveling
 NR0081.and adjusted by the National Geodetic Survey in June 1991..
 NR0081
 NR0081.The geoid height was determined by GEOID03.
 NR0081
 NR0081.The dynamic height is computed by dividing the NAVD 88
 NR0081.geopotential number by the normal gravity value computed on the
 NR0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0081.degrees latitude (g = 980.6199 gals.).
 NR0081
 NR0081.The modeled gravity was interpolated from observed gravity values.
 NR0081
 NR0081;                    North         East    Units  Estimated Accuracy
 NR0081;SPC WYEC     -   290,340.      498,040.      MT  (+/- 180 meters Scaled)
 NR0081
 NR0081                          SUPERSEDED SURVEY CONTROL
 NR0081
 NR0081  NGVD 29 (??/??/92) 2122.618  (m)         6963.96   (f) ADJ UNCH    2 0
 NR0081
 NR0081.Superseded values are not recommended for survey control.
 NR0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0081.See file dsdata.txt to determine how the superseded data were derived.
 NR0081
 NR0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG053734(NAD 83)
 NR0081_MARKER: DD = SURVEY DISK
 NR0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0081_STAMPING: 21 HA 1948
 NR0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0081+STABILITY: SURFACE MOTION
 NR0081
 NR0081  HISTORY     - Date     Condition        Report By
 NR0081  HISTORY     - 1948     MONUMENTED       USGS
 NR0081  HISTORY     - 1959     GOOD             NGS
 NR0081
 NR0081                          STATION DESCRIPTION
 NR0081
 NR0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0081'24.8 MI N FROM MEDICINE BOW.
 NR0081'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0081'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0081'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0081'ABOUT 5.7 MILES NORTHEAST ALONG A DIRT ROAD, 50 FEET EAST OF THE
 NR0081'CENTER LINE OF THE ROAD, IN SECTION 25, R 78 W, T 26 N, ABOUT LEVEL
 NR0081'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0198 ***********************************************************************
 OV0198  DESIGNATION -  21 JR
 OV0198  PID         -  OV0198
 OV0198  STATE/COUNTY-  WY/WASHAKIE
 OV0198  USGS QUAD   -  BATTLE MOUNTAIN (1952)
 OV0198
 OV0198                         *CURRENT SURVEY CONTROL
 OV0198  ___________________________________________________________________
 OV0198* NAD 83(1986)-  43 32 07.     (N)    107 31 26.     (W)     SCALED    
 OV0198* NAVD 88     -      1855.895  (meters)    6088.88   (feet)  ADJUSTED  
 OV0198  ___________________________________________________________________
 OV0198  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 OV0198  DYNAMIC HT  -        1854.784 (meters)    6085.24  (feet)  COMP
 OV0198  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 OV0198
 OV0198  VERT ORDER  -  SECOND    CLASS 0
 OV0198
 OV0198.The horizontal coordinates were scaled from a topographic map and have
 OV0198.an estimated accuracy of +/- 6 seconds.
 OV0198
 OV0198.The orthometric height was determined by differential leveling
 OV0198.and adjusted by the National Geodetic Survey in June 1991..
 OV0198
 OV0198.The geoid height was determined by GEOID03.
 OV0198
 OV0198.The dynamic height is computed by dividing the NAVD 88
 OV0198.geopotential number by the normal gravity value computed on the
 OV0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0198.degrees latitude (g = 980.6199 gals.).
 OV0198
 OV0198.The modeled gravity was interpolated from observed gravity values.
 OV0198
 OV0198;                    North         East    Units  Estimated Accuracy
 OV0198;SPC WYEC     -   437,140.      384,600.      MT  (+/- 180 meters Scaled)
 OV0198
 OV0198                          SUPERSEDED SURVEY CONTROL
 OV0198
 OV0198  NGVD 29 (??/??/92) 1854.951  (m)         6085.79   (f) ADJ UNCH    2 0
 OV0198
 OV0198.Superseded values are not recommended for survey control.
 OV0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0198.See file dsdata.txt to determine how the superseded data were derived.
 OV0198
 OV0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ960233(NAD 83)
 OV0198_MARKER: DD = SURVEY DISK
 OV0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0198_STAMPING: 21 JR 1950 6086
 OV0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0198+STABILITY: SURFACE MOTION
 OV0198
 OV0198  HISTORY     - Date     Condition        Report By
 OV0198  HISTORY     - 1950     MONUMENTED       USGS
 OV0198  HISTORY     - 1966     GOOD             NGS
 OV0198
 OV0198                          STATION DESCRIPTION
 OV0198
 OV0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0198'23.5 MI NE FROM LYSITE.
 OV0198'23.5 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0198'AND QUINCY RAILROAD STATION AT LYSITE, AT THE JUNCTION OF A DIM ROAD
 OV0198'SOUTHWEST, 57 FEET WEST OF THE CENTER LINE OF THE ROAD, 32 FEET
 OV0198'NORTHWEST OF THE CENTER LINE OF THE ROAD SOUTHWEST, 1.0 FOOT EAST OF A
 OV0198'FENCE, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN
 OV0198'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 OV0198'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0984 ***********************************************************************
 PY0984  DESIGNATION -  21 MDC
 PY0984  PID         -  PY0984
 PY0984  STATE/COUNTY-  WY/PARK
 PY0984  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0984
 PY0984                         *CURRENT SURVEY CONTROL
 PY0984  ___________________________________________________________________
 PY0984* NAD 83(1986)-  44 52 25.     (N)    110 22 55.     (W)     SCALED    
 PY0984* NAVD 88     -      2081.415  (meters)    6828.78   (feet)  ADJUSTED  
 PY0984  ___________________________________________________________________
 PY0984  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY0984  DYNAMIC HT  -        2080.193 (meters)    6824.77  (feet)  COMP
 PY0984  MODELED GRAV-     979,955.9   (mgal)                       NAVD 88
 PY0984
 PY0984  VERT ORDER  -  FIRST     CLASS II
 PY0984
 PY0984.The horizontal coordinates were scaled from a topographic map and have
 PY0984.an estimated accuracy of +/- 6 seconds.
 PY0984
 PY0984.The orthometric height was determined by differential leveling
 PY0984.and adjusted by the National Geodetic Survey in June 1991..
 PY0984
 PY0984.The geoid height was determined by GEOID03.
 PY0984
 PY0984.The dynamic height is computed by dividing the NAVD 88
 PY0984.geopotential number by the normal gravity value computed on the
 PY0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0984.degrees latitude (g = 980.6199 gals.).
 PY0984
 PY0984.The modeled gravity was interpolated from observed gravity values.
 PY0984
 PY0984;                    North         East    Units  Estimated Accuracy
 PY0984;SPC WYWC     -   487,120.      471,050.      MT  (+/- 180 meters Scaled)
 PY0984
 PY0984                          SUPERSEDED SURVEY CONTROL
 PY0984
 PY0984  NGVD 29 (08/20/92) 2080.093  (m)         6824.44   (f) ADJUSTED    1 2
 PY0984
 PY0984.Superseded values are not recommended for survey control.
 PY0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0984.See file dsdata.txt to determine how the superseded data were derived.
 PY0984
 PY0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ488690(NAD 83)
 PY0984_MARKER: DB = BENCH MARK DISK
 PY0984_SETTING: 80 = SET IN A BOULDER
 PY0984_SP_SET: BOULDER
 PY0984_STAMPING: 21 MDC 1976 6824
 PY0984_MARK LOGO: USGS  
 PY0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0984+STABILITY: SURFACE MOTION
 PY0984
 PY0984  HISTORY     - Date     Condition        Report By
 PY0984  HISTORY     - 1976     MONUMENTED       USGS
 PY0984  HISTORY     - 1987     GOOD             NGS
 PY0984
 PY0984                          STATION DESCRIPTION
 PY0984
 PY0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0984'6.3 KM (3.90 MI) SOUTH FROM TOWER JUNCTION.
 PY0984'6.3 KM (3.90 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0984'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE SOUTH
 PY0984'EDGE OF A 4 BY 4 FOOT BOULDER THAT PROJECTS 24-INCHES ABOVE THE
 PY0984'GROUND SURFACE, AT A HIGHWAY PULLOUT, 11.6 M (38.1 FT) EAST-SOUTHEAST
 PY0984'OF THE CENTERLINE OF THE HIGHWAY, AND 10.0 M (32.8 FT) SOUTHEAST OF A
 PY0984'SIGN (ANTELOPE CREEK).
 PY0984'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1122 ***********************************************************************
 PY1122  DESIGNATION -  21 MDC
 PY1122  PID         -  PY1122
 PY1122  STATE/COUNTY-  WY/TETON
 PY1122  USGS QUAD   -  FLAGG RANCH (1996)
 PY1122
 PY1122                         *CURRENT SURVEY CONTROL
 PY1122  ___________________________________________________________________
 PY1122* NAD 83(1986)-  44 05 24.     (N)    110 40 26.     (W)     SCALED    
 PY1122* NAVD 88     -      2086.213  (meters)    6844.52   (feet)  ADJUSTED  
 PY1122  ___________________________________________________________________
 PY1122  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY1122  DYNAMIC HT  -        2084.899 (meters)    6840.21  (feet)  COMP
 PY1122  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 PY1122
 PY1122  VERT ORDER  -  FIRST     CLASS II
 PY1122
 PY1122.The horizontal coordinates were scaled from a topographic map and have
 PY1122.an estimated accuracy of +/- 6 seconds.
 PY1122
 PY1122.The orthometric height was determined by differential leveling
 PY1122.and adjusted by the National Geodetic Survey in June 1991..
 PY1122
 PY1122.The geoid height was determined by GEOID03.
 PY1122
 PY1122.The dynamic height is computed by dividing the NAVD 88
 PY1122.geopotential number by the normal gravity value computed on the
 PY1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1122.degrees latitude (g = 980.6199 gals.).
 PY1122
 PY1122.The modeled gravity was interpolated from observed gravity values.
 PY1122
 PY1122;                    North         East    Units  Estimated Accuracy
 PY1122;SPC WY W     -   498,920.      752,710.      MT  (+/- 180 meters Scaled)
 PY1122
 PY1122                          SUPERSEDED SURVEY CONTROL
 PY1122
 PY1122.No superseded survey control is available for this station.
 PY1122
 PY1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP261819(NAD 83)
 PY1122_MARKER: DB = BENCH MARK DISK
 PY1122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1122_SP_SET: CULVERT HEADWALL
 PY1122_STAMPING: 21 MDC 1977 6840
 PY1122_MARK LOGO: USGS  
 PY1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1122+STABILITY: SURFACE MOTION
 PY1122
 PY1122  HISTORY     - Date     Condition        Report By
 PY1122  HISTORY     - 1977     MONUMENTED       USGS
 PY1122
 PY1122                          STATION DESCRIPTION
 PY1122
 PY1122'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PY1122'5.5 KM (3.40 MI) SOUTH FROM SOUTH ENTRANCE YNP.
 PY1122'SOUTH ENTRANCE (YNP), 3.4 MILES SOUTH OF, ALONG THE HIGHWAY TOWARD
 PY1122'GRAND TETON NATIONAL PARK FROM THE FEE BOOTH AT SOUTH ENTRANCE (YNP),
 PY1122'AT A U-SHAPED DRIVEWAY, AT A CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 PY1122'19 FEET EAST OF AND 1.5 FEET LOWER THAN CENTERLINE OF HIGHWAY,
 PY1122'CEMENTED IN TOP OF EAST CONCRETE HEADWALL OF CULVERT, A STANDARD
 PY1122'TABLET STAMPED 21 MDC 1977 6840.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0481 ***********************************************************************
 OU0481  DESIGNATION -  21 RGB
 OU0481  PID         -  OU0481
 OU0481  STATE/COUNTY-  WY/WESTON
 OU0481  USGS QUAD   -  BUCK CREEK (1971)
 OU0481
 OU0481                         *CURRENT SURVEY CONTROL
 OU0481  ___________________________________________________________________
 OU0481* NAD 83(1986)-  43 51 19.     (N)    105 03 27.     (W)     SCALED    
 OU0481* NAVD 88     -      1432.493  (meters)    4699.77   (feet)  POSTED    
 OU0481  ___________________________________________________________________
 OU0481  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 OU0481  DYNAMIC HT  -        1431.790 (meters)    4697.46  (feet)  COMP
 OU0481  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 OU0481
 OU0481  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0481
 OU0481.The horizontal coordinates were scaled from a topographic map and have
 OU0481.an estimated accuracy of +/- 6 seconds.
 OU0481
 OU0481.The orthometric height was determined by differential leveling
 OU0481.and adjusted by the National Geodetic Survey in 1992..
 OU0481.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0481.rate of 0.0 thru 1.0 mm/km.
 OU0481
 OU0481.The geoid height was determined by GEOID03.
 OU0481
 OU0481.The dynamic height is computed by dividing the NAVD 88
 OU0481.geopotential number by the normal gravity value computed on the
 OU0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0481.degrees latitude (g = 980.6199 gals.).
 OU0481
 OU0481.The modeled gravity was interpolated from observed gravity values.
 OU0481
 OU0481;                    North         East    Units  Estimated Accuracy
 OU0481;SPC WY E     -   372,680.      208,780.      MT  (+/- 180 meters Scaled)
 OU0481
 OU0481                          SUPERSEDED SURVEY CONTROL
 OU0481
 OU0481.No superseded survey control is available for this station.
 OU0481
 OU0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ953558(NAD 83)
 OU0481_MARKER: DB = BENCH MARK DISK
 OU0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0481_SP_SET: COPPER-CLAD STEEL ROD
 OU0481_STAMPING: 21 RGB 1971
 OU0481_MARK LOGO: USGS  
 OU0481_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0481+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0481
 OU0481  HISTORY     - Date     Condition        Report By
 OU0481  HISTORY     - 1971     MONUMENTED       USGS
 OU0481
 OU0481                          STATION DESCRIPTION
 OU0481
 OU0481'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0481'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0481'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0481'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0481'ROAD FORK, THENCE 10.3 MILES SOUTH TO THE CENTERLINE OF THE ROAD AT A
 OU0481'DRAIN, 22.9 MILES SOUTH OF J. JESSEN RANCH, 127 FEET EAST AND 34
 OU0481'FEET NORTH, ON A SMALL HILL BETWEEN THE ROAD AND A DRAIN, 3 FEET EAST
 OU0481'OF A WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 OU0481'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0511 ***********************************************************************
 OU0511  DESIGNATION -  21 SJS
 OU0511  PID         -  OU0511
 OU0511  STATE/COUNTY-  WY/CONVERSE
 OU0511  USGS QUAD   -  SPLIT HILL SW (1981)
 OU0511
 OU0511                         *CURRENT SURVEY CONTROL
 OU0511  ___________________________________________________________________
 OU0511* NAD 83(1986)-  43 03 59.     (N)    104 59 04.     (W)     SCALED    
 OU0511* NAVD 88     -      1401.633  (meters)    4598.52   (feet)  ADJUSTED  
 OU0511  ___________________________________________________________________
 OU0511  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 OU0511  DYNAMIC HT  -        1400.853 (meters)    4595.97  (feet)  COMP
 OU0511  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 OU0511
 OU0511  VERT ORDER  -  THIRD
 OU0511
 OU0511.The horizontal coordinates were scaled from a topographic map and have
 OU0511.an estimated accuracy of +/- 6 seconds.
 OU0511
 OU0511.The orthometric height was determined by differential leveling
 OU0511.and adjusted by the National Geodetic Survey in December 1993..
 OU0511
 OU0511.The geoid height was determined by GEOID03.
 OU0511
 OU0511.The dynamic height is computed by dividing the NAVD 88
 OU0511.geopotential number by the normal gravity value computed on the
 OU0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0511.degrees latitude (g = 980.6199 gals.).
 OU0511
 OU0511.The modeled gravity was interpolated from observed gravity values.
 OU0511
 OU0511;                    North         East    Units  Estimated Accuracy
 OU0511;SPC WY E     -   285,050.      214,840.      MT  (+/- 180 meters Scaled)
 OU0511
 OU0511                          SUPERSEDED SURVEY CONTROL
 OU0511
 OU0511.No superseded survey control is available for this station.
 OU0511
 OU0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH012681(NAD 83)
 OU0511_MARKER: DB = BENCH MARK DISK
 OU0511_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0511+WITH SETTING: INFORMATION.
 OU0511_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0511_STAMPING: 21 SJS 1970
 OU0511_MARK LOGO: USGS  
 OU0511_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0511
 OU0511  HISTORY     - Date     Condition        Report By
 OU0511  HISTORY     - 1970     MONUMENTED       USGS
 OU0511
 OU0511                          STATION DESCRIPTION
 OU0511
 OU0511'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0511'FROM THE OLD COLLIER RANCH HOUSE, PROCEED 700 FEET (213.4 M) SOUTH TO
 OU0511'A DIM ROAD SOUTH, THENCE PROCEED 1.3 MILE (2.1 KM) SOUTHEAST ALONG
 OU0511'THE DIM ROAD, NEAR THE CENTER OF S.26, T.36 N., R.68 W., 21 FEET
 OU0511'(6.4 M) EAST AND 7 FEET (2.1 M) SOUTH OF A DIM ROAD JUNCTION LEADING
 OU0511'NORTHEAST, 12 FEET (3.7 M) EAST OF A WIRE GATE AND 1 FOOT (0.3 M)
 OU0511'NORTH OF A FENCE LINE, ENCASED IN A 6-INCH WHITE PLASTIC PIPE
 OU0511'PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0342 ***********************************************************************
 PW0342  DESIGNATION -  21 WDE
 PW0342  PID         -  PW0342
 PW0342  STATE/COUNTY-  WY/BIG HORN
 PW0342  USGS QUAD   -  WILD HORSE FLATS (1978)
 PW0342
 PW0342                         *CURRENT SURVEY CONTROL
 PW0342  ___________________________________________________________________
 PW0342* NAD 83(1986)-  44 29 42.     (N)    107 58 40.     (W)     SCALED    
 PW0342* NAVD 88     -      1210.936  (meters)    3972.88   (feet)  ADJUSTED  
 PW0342  ___________________________________________________________________
 PW0342  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 PW0342  DYNAMIC HT  -        1210.455 (meters)    3971.30  (feet)  COMP
 PW0342  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 PW0342
 PW0342  VERT ORDER  -  SECOND    CLASS 0
 PW0342
 PW0342.The horizontal coordinates were scaled from a topographic map and have
 PW0342.an estimated accuracy of +/- 6 seconds.
 PW0342
 PW0342.The orthometric height was determined by differential leveling
 PW0342.and adjusted by the National Geodetic Survey in June 1991..
 PW0342
 PW0342.The geoid height was determined by GEOID03.
 PW0342
 PW0342.The dynamic height is computed by dividing the NAVD 88
 PW0342.geopotential number by the normal gravity value computed on the
 PW0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0342.degrees latitude (g = 980.6199 gals.).
 PW0342
 PW0342.The modeled gravity was interpolated from observed gravity values.
 PW0342
 PW0342;                    North         East    Units  Estimated Accuracy
 PW0342;SPC WYEC     -   543,950.      348,750.      MT  (+/- 180 meters Scaled)
 PW0342
 PW0342                          SUPERSEDED SURVEY CONTROL
 PW0342
 PW0342  NGVD 29 (??/??/92) 1210.144  (m)         3970.28   (f) ADJ UNCH    2 0
 PW0342
 PW0342.Superseded values are not recommended for survey control.
 PW0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0342.See file dsdata.txt to determine how the superseded data were derived.
 PW0342
 PW0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK632311(NAD 83)
 PW0342_MARKER: DD = SURVEY DISK
 PW0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0342_STAMPING: 21 W D E 1958 3970
 PW0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0342+STABILITY: SURFACE MOTION
 PW0342
 PW0342  HISTORY     - Date     Condition        Report By
 PW0342  HISTORY     - 1958     MONUMENTED       USGS
 PW0342  HISTORY     - 1966     GOOD             NGS
 PW0342
 PW0342                          STATION DESCRIPTION
 PW0342
 PW0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0342'3.75 MI E FROM GREYBULL.
 PW0342'3.75 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0342'GREYBULL, AT THE JUNCTION OF A GRAVELED ROAD SOUTHEAST, 143 FEET
 PW0342'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 108 FEET NORTHEAST OF THE
 PW0342'CENTER LINE OF THE ROAD, 1.2 FEET NORTHWEST OF A WITNESS POST, ABOUT 7
 PW0342'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PW0342'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1301 ***********************************************************************
 MO1301  DESIGNATION -  211
 MO1301  PID         -  MO1301
 MO1301  STATE/COUNTY-  WY/ALBANY
 MO1301  USGS QUAD   -  LAKE IONE (1981)
 MO1301
 MO1301                         *CURRENT SURVEY CONTROL
 MO1301  ___________________________________________________________________
 MO1301* NAD 83(1993)-  41 43 39.57337(N)    105 41 42.01167(W)     ADJUSTED  
 MO1301* NAVD 88     -      2137.01   (+/-2cm)    7011.2    (feet)  VERTCON   
 MO1301  ___________________________________________________________________
 MO1301  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 MO1301  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 MO1301
 MO1301  HORZ ORDER  -  THIRD
 MO1301  VERT ORDER  -  THIRD ? (See Below)
 MO1301
 MO1301.The horizontal coordinates were established by classical geodetic methods
 MO1301.and adjusted by the National Geodetic Survey in January 1997..
 MO1301
 MO1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1301.The vertical order pertains to the NGVD 29 superseded value.
 MO1301
 MO1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1301
 MO1301.The geoid height was determined by GEOID03.
 MO1301
 MO1301;                    North         East     Units Scale Factor Converg.
 MO1301;SPC WY E     -   136,465.443   156,043.438   MT  0.99996127   -0 21 06.0
 MO1301;UTM  13      - 4,619,772.614   442,196.547   MT  0.99964112   -0 27 45.4
 MO1301
 MO1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1301!SPC WY E     -   0.99966677  x   0.99996127  =   0.99962805
 MO1301!UTM  13      -   0.99966677  x   0.99964112  =   0.99930801
 MO1301
 MO1301:                Primary Azimuth Mark                     Grid Az
 MO1301:SPC WY E     -  211 AZ MK                                000 23 03.8
 MO1301:UTM  13      -  211 AZ MK                                000 29 43.2
 MO1301
 MO1301|---------------------------------------------------------------------|
 MO1301| PID    Reference Object                     Distance      Geod. Az  |
 MO1301|                                                           dddmmss.s |
 MO1301| CP9433 211 AZ MK                                          0000157.8 |
 MO1301| CP9434 211 RM 1                             14.754 METERS 26929     |
 MO1301| CP9435 211 RM 2                             13.894 METERS 35941     |
 MO1301|---------------------------------------------------------------------|
 MO1301
 MO1301                          SUPERSEDED SURVEY CONTROL
 MO1301
 MO1301  NAD 83(1986)-  41 43 39.55869(N)    105 41 42.00702(W) AD(       ) 3
 MO1301  NAD 27      -  41 43 39.66200(N)    105 41 40.02400(W) AD(       ) 3
 MO1301  NGVD 29 (07/19/86) 2135.98   (m)         7007.8    (f) LEVELING    3  
 MO1301
 MO1301.Superseded values are not recommended for survey control.
 MO1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1301.See file dsdata.txt to determine how the superseded data were derived.
 MO1301
 MO1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4219719773(NAD 83)
 MO1301_MARKER: DD = SURVEY DISK
 MO1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1301
 MO1301  HISTORY     - Date     Condition        Report By
 MO1301  HISTORY     - 1948     MONUMENTED       WYGS
 MO1301
 MO1301                          STATION DESCRIPTION
 MO1301
 MO1301'DESCRIBED BY WYOMING GEODETIC SURVEY 1948 (DHK)
 MO1301'THE STATION IS LOCATED ABOUT 36.8 MILES AIR LINE NORTH OF LARAMIE,
 MO1301'715 FEET SOUTH AND 2 FEET WEST OF THE NORTHEAST COR. SEC. 9,
 MO1301'T. 20 N., R. 74 W., 2000 FEET WEST OF THE LARAMIE RIVER, IN OPEN
 MO1301'COUNTRY, ON THE EAST SLOPE OF A LOW FLAT-TOPPED HILL, 6 FEET
 MO1301'SOUTH OF A 4 X 4 WITNESS POST, 3 FEET WEST OF A NORTH-SOUTH
 MO1301'FENCE LINE, A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 MO1301'BRONZE DISK, SET IN TOP OF A 6 X 6 CONCRETE POST, PROJECTS 4
 MO1301'INCHES, STAMPED, 211.
 MO1301'
 MO1301'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MO1301'STATION, 17 PACES WEST OF A NORTH-SOUTH FENCE LINE, PROJECTS
 MO1301'4 INCHES, STAMPED, 211 NO 1 1948.
 MO1301'
 MO1301'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MO1301'STATION, 14 PACES NORTH OF A 4 X 4 WITNESS POST, 3 FEET WEST OF
 MO1301'A NORTH-SOUTH FENCE LINE, PROJECTS 2 INCHES, STAMPED, 211 NO 2
 MO1301'1948.
 MO1301'
 MO1301'THE AZIMUTH MARK, A U.S. COAST AND GEODETIC SURVEY AND STATE
 MO1301'SURVEY BRONZE DISK, IS LOCATED ALONG THE ROAD TO STATION, 13 FEET
 MO1301'SOUTH-SOUTHWEST OF THE W 1/4 COR. SEC. 3, T. 20 N., R. 74 W.,
 MO1301'3 FEET WEST OF A NORTH-SOUTH FENCE LINE, 9 FEET EAST OF THE
 MO1301'CENTER LINE OF TRACK ROAD TO STATION, SET IN TOP OF A 6 X 6
 MO1301'CONCRETE POST, PROJECTS 5 INCHES, STAMPED, 229.
 MO1301'
 MO1301'TO REACH FROM THE POST OFFICE IN LARAMIE.  GO NORTHWEST ON U.S.
 MO1301'HIGHWAY 30 FOR 27.3 MILES TO A SHEET IRON SHED ON THE LEFT AND
 MO1301'A ROAD LEADING NORTH ON THE RIGHT, (THIS IS AT LOOKOUT, A RAILROAD
 MO1301'SIDING).  TURN RIGHT, AND FOLLOW THIS MAIN TRAVELED DIRT ROAD
 MO1301'(NORTH) FOR 4.3 MILES TO A FORK.  TAKE THE LEFT FORK (MAIN
 MO1301'TRAVELED ROAD) AND GO 2.1 MILE TO A CATTLE GUARD IN A EAST-WEST
 MO1301'FENCE LINE.  CONTINUE NORTHEASTERLY ON BLADED ROAD FOR 2.15
 MO1301'MILES TO A FORK.  (AT THIS POINT THE ROAD LEADS DOWN THE HILL
 MO1301'TO THE SWAN SHEARING PENS AND OLD RANCH BUILDINGS).  FROM
 MO1301'HERE GO BACK (BACKTRACK) SOUTHWEST FOR 0.2 MILE TO TOP OF
 MO1301'KNOLL AND MARK 228 (WGS 1934) TO THE LEFT OF THE ROAD ABOUT
 MO1301'30 YARDS AND ABOUT THE SAME DISTANCE WEST OF A NORTH-SOUTH
 MO1301'FENCE LINE.  FROM THIS MARK DRIVE SOUTH ALONG A DIM TRACK ROAD
 MO1301'FOR 0.5 MILE TO A GATE IN A EAST-WEST FENCE LINE ABOUT 100
 MO1301'FEET WEST OF THE FENCE CORNER.  PASS THROUGH GATE THENCE
 MO1301'EAST ALONG THE SOUTH SIDE OF FENCE FOR 0.15 MILE TO A FENCE
 MO1301'CORNER.  HERE TURN SOUTH AND DRIVE ALONG THE WEST SIDE OF
 MO1301'FENCE FOR 0.35 MILE TO THE AZIMUTH MARK AS DESCRIBED ABOVE.
 MO1301'CONTINUE SOUTH FOR 0.25 MILE TO A GATE IN FENCE LINE.  PASS
 MO1301'THROUGH AND CONTINUE SOUTH ALONG THE EAST SIDE OF FENCE LINE
 MO1301'FOR 0.25 MILE TO A T FENCE CORNER WITH STEM TO THE WEST AND
 MO1301'GATE IN THE FENCE TO THE SOUTH OF THE CORNER POST.  PASS THROUGH
 MO1301'THIS GATE THEN DRIVE SOUTH ON THE WEST SIDE OF THE FENCE FOR
 MO1301'0.15 MILE TO THE STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0455 ***********************************************************************
 OV0455  DESIGNATION -  22 ARD
 OV0455  PID         -  OV0455
 OV0455  STATE/COUNTY-  WY/NATRONA
 OV0455  USGS QUAD   -  MERINO (1968)
 OV0455
 OV0455                         *CURRENT SURVEY CONTROL
 OV0455  ___________________________________________________________________
 OV0455* NAD 83(1986)-  43 09 06.     (N)    106 35 01.     (W)     SCALED    
 OV0455* NAVD 88     -      1712.678  (meters)    5619.01   (feet)  POSTED    
 OV0455  ___________________________________________________________________
 OV0455  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 OV0455  DYNAMIC HT  -        1711.620 (meters)    5615.54  (feet)  COMP
 OV0455  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 OV0455
 OV0455  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0455
 OV0455.The horizontal coordinates were scaled from a topographic map and have
 OV0455.an estimated accuracy of +/- 6 seconds.
 OV0455
 OV0455.The orthometric height was determined by differential leveling
 OV0455.and adjusted by the National Geodetic Survey in 1992..
 OV0455.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0455.rate of 0.0 thru 1.0 mm/km.
 OV0455
 OV0455.The geoid height was determined by GEOID03.
 OV0455
 OV0455.The dynamic height is computed by dividing the NAVD 88
 OV0455.geopotential number by the normal gravity value computed on the
 OV0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0455.degrees latitude (g = 980.6199 gals.).
 OV0455
 OV0455.The modeled gravity was interpolated from observed gravity values.
 OV0455
 OV0455;                    North         East    Units  Estimated Accuracy
 OV0455;SPC WYEC     -   394,780.      460,980.      MT  (+/- 180 meters Scaled)
 OV0455
 OV0455                          SUPERSEDED SURVEY CONTROL
 OV0455
 OV0455.No superseded survey control is available for this station.
 OV0455
 OV0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH712788(NAD 83)
 OV0455_MARKER: DB = BENCH MARK DISK
 OV0455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0455_SP_SET: COPPER-CLAD STEEL ROD
 OV0455_STAMPING: 22 ARD 1968
 OV0455_MARK LOGO: USGS  
 OV0455_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0455+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0455
 OV0455  HISTORY     - Date     Condition        Report By
 OV0455  HISTORY     - 1968     MONUMENTED       USGS
 OV0455
 OV0455                          STATION DESCRIPTION
 OV0455
 OV0455'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0455'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0455'10.0 MILES NORTH ALONG COUNTY ROAD (33 MILE ROAD), ABOUT 300 FEET
 OV0455'SOUTH OF CORNER SECTIONS 20-21-29-28/TOWNSHIP 37 NORTH/RANGE 81 WEST,
 OV0455'100 FEET NORTHEAST OF AND 3.8 FEET LOWER THAN THE CENTERLINE OF THE
 OV0455'ROAD SOUTH, 1.5 FEET SOUTH OF THE FENCE CORNER AT A BEND IN THE FENCE
 OV0455'AND A WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD PROJECTING .02
 OV0455'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0513 ***********************************************************************
 MQ0513  DESIGNATION -  22 BE
 MQ0513  PID         -  MQ0513
 MQ0513  STATE/COUNTY-  WY/SWEETWATER
 MQ0513  USGS QUAD   -  AUSTIN RANCH (1980)
 MQ0513
 MQ0513                         *CURRENT SURVEY CONTROL
 MQ0513  ___________________________________________________________________
 MQ0513* NAD 83(1993)-  41 40 23.64875(N)    109 35 20.02512(W)     ADJUSTED  
 MQ0513* NAVD 88     -      1999.19   (+/-2cm)    6559.0    (feet)  VERTCON   
 MQ0513  ___________________________________________________________________
 MQ0513  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 MQ0513  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 MQ0513
 MQ0513  HORZ ORDER  -  THIRD
 MQ0513  VERT ORDER  -  THIRD ? (See Below)
 MQ0513
 MQ0513.The horizontal coordinates were established by classical geodetic methods
 MQ0513.and adjusted by the National Geodetic Survey in January 1997..
 MQ0513
 MQ0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0513.The vertical order pertains to the NGVD 29 superseded value.
 MQ0513
 MQ0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0513
 MQ0513.The geoid height was determined by GEOID03.
 MQ0513
 MQ0513;                    North         East     Units Scale Factor Converg.
 MQ0513;SPC WYWC     -   130,626.265   530,146.466   MT  0.99999753   -0 33 28.0
 MQ0513;UTM  12      - 4,614,458.821   617,461.659   MT  0.99976979   +0 56 18.0
 MQ0513
 MQ0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0513!SPC WYWC     -   0.99968885  x   0.99999753  =   0.99968639
 MQ0513!UTM  12      -   0.99968885  x   0.99976979  =   0.99945872
 MQ0513
 MQ0513:                Primary Azimuth Mark                     Grid Az
 MQ0513:SPC WYWC     -  BLUE RIM                                 005 37 34.5
 MQ0513:UTM  12      -  BLUE RIM                                 004 07 48.5
 MQ0513
 MQ0513|---------------------------------------------------------------------|
 MQ0513| PID    Reference Object                     Distance      Geod. Az  |
 MQ0513|                                                           dddmmss.s |
 MQ0513| MQ0512 BLUE RIM                            APPROX. 7.8 KM 0050406.5 |
 MQ0513|---------------------------------------------------------------------|
 MQ0513
 MQ0513                          SUPERSEDED SURVEY CONTROL
 MQ0513
 MQ0513  NAD 83(1986)-  41 40 23.63925(N)    109 35 20.01909(W) AD(       ) 3
 MQ0513  NAD 27      -  41 40 23.78296(N)    109 35 17.50651(W) AD(       ) 3
 MQ0513  NGVD 29 (07/19/86) 1997.90   (m)         6554.8    (f) LEVELING    3  
 MQ0513
 MQ0513.Superseded values are not recommended for survey control.
 MQ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0513.See file dsdata.txt to determine how the superseded data were derived.
 MQ0513
 MQ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM1746214459(NAD 83)
 MQ0513_MARKER: DB = BENCH MARK DISK
 MQ0513_SETTING: 0 = UNSPECIFIED SETTING
 MQ0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0513
 MQ0513  HISTORY     - Date     Condition        Report By
 MQ0513  HISTORY     - 1958     MONUMENTED       USGS
 MQ0513
 MQ0513                          STATION DESCRIPTION
 MQ0513
 MQ0513'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MQ0513'GREEN RIVER POST OFFICE, 3.3 MI. W. OF ALONG U.S. HIGHWAY 30, 11.0
 MQ0513'MI. N. ALONG GRADED RD., 124 FT. W. OF RD.
 MQ0513'
 MQ0513'STATION MARK--STANDARD BENCH MARK TABLET, STAMPED ---22 BE 1958---,
 MQ0513'IN CONCRETE POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0637 ***********************************************************************
 MP0637  DESIGNATION -  22 DHW
 MP0637  PID         -  MP0637
 MP0637  STATE/COUNTY-  WY/CARBON
 MP0637  USGS QUAD   -  SHARP HILL (1984)
 MP0637
 MP0637                         *CURRENT SURVEY CONTROL
 MP0637  ___________________________________________________________________
 MP0637* NAD 83(1993)-  41 20 25.09185(N)    107 07 27.33444(W)     ADJUSTED  
 MP0637* NAVD 88     -      2574.2    (meters)    8446.     (feet)  VERTCON   
 MP0637  ___________________________________________________________________
 MP0637  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 MP0637  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 MP0637
 MP0637  HORZ ORDER  -  THIRD
 MP0637  VERT ORDER  -  THIRD ? (See Below)
 MP0637
 MP0637.The horizontal coordinates were established by classical geodetic methods
 MP0637.and adjusted by the National Geodetic Survey in January 1997..
 MP0637
 MP0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0637.The vertical order pertains to the NGVD 29 superseded value.
 MP0637
 MP0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0637
 MP0637.The geoid height was determined by GEOID03.
 MP0637
 MP0637;                    North         East     Units Scale Factor Converg.
 MP0637;SPC WYEC     -   193,332.926   417,498.587   MT  0.99994127   +0 08 17.2
 MP0637;UTM  13      - 4,578,711.938   322,263.282   MT  0.99998879   -1 24 12.6
 MP0637
 MP0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0637!SPC WYEC     -   0.99959824  x   0.99994127  =   0.99953954
 MP0637!UTM  13      -   0.99959824  x   0.99998879  =   0.99958704
 MP0637
 MP0637:                Primary Azimuth Mark                     Grid Az
 MP0637:SPC WYEC     -  FLINT                                    351 49 37.8
 MP0637:UTM  13      -  FLINT                                    353 22 07.6
 MP0637
 MP0637|---------------------------------------------------------------------|
 MP0637| PID    Reference Object                     Distance      Geod. Az  |
 MP0637|                                                           dddmmss.s |
 MP0637| MP0641 FLINT                               APPROX. 4.7 KM 3515755.0 |
 MP0637|---------------------------------------------------------------------|
 MP0637
 MP0637                          SUPERSEDED SURVEY CONTROL
 MP0637
 MP0637  NAD 83(1986)-  41 20 25.08253(N)    107 07 27.32581(W) AD(       ) 3
 MP0637  NAD 27      -  41 20 25.22072(N)    107 07 25.13575(W) AD(       ) 3
 MP0637  NGVD 29 (07/19/86) 2572.9    (m)         8441.     (f) LEVELING    3  
 MP0637
 MP0637.Superseded values are not recommended for survey control.
 MP0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0637.See file dsdata.txt to determine how the superseded data were derived.
 MP0637
 MP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF2226378712(NAD 83)
 MP0637
 MP0637  HISTORY     - Date     Condition        Report By
 MP0637  HISTORY     - 1959     MONUMENTED       USGS
 MP0637  HISTORY     - 1961     GOOD             USGS
 MP0637
 MP0637                          STATION DESCRIPTION
 MP0637
 MP0637'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 MP0637'STATION LOCATED ABOUT 16.5 MI. (AIRLINE) W. AND 8 MI. (AIRLINE) S.
 MP0637'OF SARATOGA, WYOMING, 1110 FT. N. OF USFS BOUNDARY FENCE.
 MP0637'
 MP0637'RECOVERED.
 MP0637'
 MP0637'STATION MARK--STANDARD USGS TABLET, IN CONCRETE POST PROJECTING
 MP0637'ABOUT 0.5 FT., STAMPED ---22 DHW 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0704 ***********************************************************************
 NQ0704  DESIGNATION -  22 DHW
 NQ0704  PID         -  NQ0704
 NQ0704  STATE/COUNTY-  WY/NIOBRARA
 NQ0704  USGS QUAD   -  HAT CREEK (1981)
 NQ0704
 NQ0704                         *CURRENT SURVEY CONTROL
 NQ0704  ___________________________________________________________________
 NQ0704* NAD 83(1986)-  42 56 38.     (N)    104 18 59.     (W)     SCALED    
 NQ0704* NAVD 88     -      1349.830  (meters)    4428.57   (feet)  ADJUSTED  
 NQ0704  ___________________________________________________________________
 NQ0704  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 NQ0704  DYNAMIC HT  -        1349.141 (meters)    4426.31  (feet)  COMP
 NQ0704  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 NQ0704
 NQ0704  VERT ORDER  -  THIRD
 NQ0704
 NQ0704.The horizontal coordinates were scaled from a topographic map and have
 NQ0704.an estimated accuracy of +/- 6 seconds.
 NQ0704
 NQ0704.The orthometric height was determined by differential leveling
 NQ0704.and adjusted by the National Geodetic Survey in June 1991..
 NQ0704
 NQ0704.The geoid height was determined by GEOID03.
 NQ0704
 NQ0704.The dynamic height is computed by dividing the NAVD 88
 NQ0704.geopotential number by the normal gravity value computed on the
 NQ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0704.degrees latitude (g = 980.6199 gals.).
 NQ0704
 NQ0704.The modeled gravity was interpolated from observed gravity values.
 NQ0704
 NQ0704;                    North         East    Units  Estimated Accuracy
 NQ0704;SPC WY E     -   271,770.      269,390.      MT  (+/- 180 meters Scaled)
 NQ0704
 NQ0704                          SUPERSEDED SURVEY CONTROL
 NQ0704
 NQ0704.No superseded survey control is available for this station.
 NQ0704
 NQ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH557548(NAD 83)
 NQ0704_MARKER: DB = BENCH MARK DISK
 NQ0704_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0704_SP_SET: COPPER-CLAD STEEL ROD
 NQ0704_STAMPING: 22 DHW 1974
 NQ0704_MARK LOGO: USGS  
 NQ0704_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0704+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0704
 NQ0704  HISTORY     - Date     Condition        Report By
 NQ0704  HISTORY     - 1974     MONUMENTED       USGS
 NQ0704
 NQ0704                          STATION DESCRIPTION
 NQ0704
 NQ0704'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0704'FROM HAT CREEK, WYOMING, PROCEED 2.8 MILES EAST ALONG PAVED ROAD TO A
 NQ0704'SOUTHEAST ROAD TO A RANCH HOUSE, IN THE NORTHWEST CORNER OF SECTION
 NQ0704'9/TOWNSHIP 62 WEST/RANGE 34 NORTH, 26 FEET WEST AND 83 FEET SOUTH OF
 NQ0704'THE Y-JUNCTION, 1.0 FEET SOUTH OF A RIGHT-OF-WAY FENCE, SET IN
 NQ0704'COPPER-CLAD STEEL ROD DRIVEN 5 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0613 ***********************************************************************
 PV0613  DESIGNATION -  22 GRS
 PV0613  PID         -  PV0613
 PV0613  STATE/COUNTY-  WY/CAMPBELL
 PV0613  USGS QUAD   -  ROCKY BUTTE SW (1972)
 PV0613
 PV0613                         *CURRENT SURVEY CONTROL
 PV0613  ___________________________________________________________________
 PV0613* NAD 83(1986)-  44 48 09.     (N)    105 26 20.     (W)     SCALED    
 PV0613* NAVD 88     -      1125.561  (meters)    3692.78   (feet)  POSTED    
 PV0613  ___________________________________________________________________
 PV0613  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 PV0613  DYNAMIC HT  -        1125.200 (meters)    3691.59  (feet)  COMP
 PV0613  MODELED GRAV-     980,259.7   (mgal)                       NAVD 88
 PV0613
 PV0613  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0613
 PV0613.The horizontal coordinates were scaled from a topographic map and have
 PV0613.an estimated accuracy of +/- 6 seconds.
 PV0613
 PV0613.The orthometric height was determined by differential leveling
 PV0613.and adjusted by the National Geodetic Survey in 1992..
 PV0613.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0613.rate of 0.0 thru 1.0 mm/km.
 PV0613
 PV0613.The geoid height was determined by GEOID03.
 PV0613
 PV0613.The dynamic height is computed by dividing the NAVD 88
 PV0613.geopotential number by the normal gravity value computed on the
 PV0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0613.degrees latitude (g = 980.6199 gals.).
 PV0613
 PV0613.The modeled gravity was interpolated from observed gravity values.
 PV0613
 PV0613;                    North         East    Units  Estimated Accuracy
 PV0613;SPC WY E     -   477,950.      178,460.      MT  (+/- 180 meters Scaled)
 PV0613
 PV0613                          SUPERSEDED SURVEY CONTROL
 PV0613
 PV0613.No superseded survey control is available for this station.
 PV0613
 PV0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK652611(NAD 83)
 PV0613_MARKER: DB = BENCH MARK DISK
 PV0613_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0613_SP_SET: COPPER-CLAD STEEL ROD
 PV0613_STAMPING: 22 GRS 1971
 PV0613_MARK LOGO: USGS  
 PV0613_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0613+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0613
 PV0613  HISTORY     - Date     Condition        Report By
 PV0613  HISTORY     - 1971     MONUMENTED       USGS
 PV0613
 PV0613                          STATION DESCRIPTION
 PV0613
 PV0613'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0613'FROM WESTON, WYOMING POST OFFICE, PROCEED 11.4 MILES NORTH ALONG
 PV0613'STATE HIGHWAY 59 TO A T-JUNCTION WITH ELK CREEK ROAD, THENCE 2.3
 PV0613'MILES WEST ALONG ELK CREEK ROAD TO A CATTLE GUARD, 41 FEET SOUTH OF
 PV0613'THE CENTERLINE OF THE CATTLE GUARD, 2 FEET SOUTH OF A POWER LINE
 PV0613'POLE, 1 FOOT EAST OF A FENCE LINE, 2 FEET NORTH OF A WITNESS POST,
 PV0613'SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0082 ***********************************************************************
 NR0082  DESIGNATION -  22 HA
 NR0082  PID         -  NR0082
 NR0082  STATE/COUNTY-  WY/CARBON
 NR0082  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0082
 NR0082                         *CURRENT SURVEY CONTROL
 NR0082  ___________________________________________________________________
 NR0082* NAD 83(1986)-  42 13 27.     (N)    106 08 38.     (W)     SCALED    
 NR0082* NAVD 88     -      2125.710  (meters)    6974.10   (feet)  ADJUSTED  
 NR0082  ___________________________________________________________________
 NR0082  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 NR0082  DYNAMIC HT  -        2124.020 (meters)    6968.56  (feet)  COMP
 NR0082  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 NR0082
 NR0082  VERT ORDER  -  SECOND    CLASS 0
 NR0082
 NR0082.The horizontal coordinates were scaled from a topographic map and have
 NR0082.an estimated accuracy of +/- 6 seconds.
 NR0082
 NR0082.The orthometric height was determined by differential leveling
 NR0082.and adjusted by the National Geodetic Survey in June 1991..
 NR0082
 NR0082.The geoid height was determined by GEOID03.
 NR0082
 NR0082.The dynamic height is computed by dividing the NAVD 88
 NR0082.geopotential number by the normal gravity value computed on the
 NR0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0082.degrees latitude (g = 980.6199 gals.).
 NR0082
 NR0082.The modeled gravity was interpolated from observed gravity values.
 NR0082
 NR0082;                    North         East    Units  Estimated Accuracy
 NR0082;SPC WYEC     -   292,160.      498,190.      MT  (+/- 180 meters Scaled)
 NR0082
 NR0082                          SUPERSEDED SURVEY CONTROL
 NR0082
 NR0082  NGVD 29 (??/??/92) 2124.634  (m)         6970.57   (f) ADJ UNCH    2 0
 NR0082
 NR0082.Superseded values are not recommended for survey control.
 NR0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0082.See file dsdata.txt to determine how the superseded data were derived.
 NR0082
 NR0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG055752(NAD 83)
 NR0082_MARKER: DD = SURVEY DISK
 NR0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0082_STAMPING: 22 HA 1948
 NR0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0082+STABILITY: SURFACE MOTION
 NR0082
 NR0082  HISTORY     - Date     Condition        Report By
 NR0082  HISTORY     - 1948     MONUMENTED       USGS
 NR0082  HISTORY     - 1959     GOOD             NGS
 NR0082
 NR0082                          STATION DESCRIPTION
 NR0082
 NR0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0082'26.0 MI N FROM MEDICINE BOW.
 NR0082'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0082'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0082'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0082'ABOUT 6.9 MILES NORTHEAST ALONG A DIRT ROAD, 59 FEET EAST OF THE
 NR0082'CENTER LINE OF THE ROAD, IN SECTION 14, R 78 W, T 26 N, ABOUT 0.3 MILE
 NR0082'SOUTH OF A CURVE IN THE ROAD, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 NR0082'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0202 ***********************************************************************
 OV0202  DESIGNATION -  22 JR
 OV0202  PID         -  OV0202
 OV0202  STATE/COUNTY-  WY/WASHAKIE
 OV0202  USGS QUAD   -  BATTLE MOUNTAIN (1952)
 OV0202
 OV0202                         *CURRENT SURVEY CONTROL
 OV0202  ___________________________________________________________________
 OV0202* NAD 83(1986)-  43 32 48.     (N)    107 31 14.     (W)     SCALED    
 OV0202* NAVD 88     -      1801.387  (meters)    5910.05   (feet)  ADJUSTED  
 OV0202  ___________________________________________________________________
 OV0202  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 OV0202  DYNAMIC HT  -        1800.315 (meters)    5906.53  (feet)  COMP
 OV0202  MODELED GRAV-     979,959.9   (mgal)                       NAVD 88
 OV0202
 OV0202  VERT ORDER  -  SECOND    CLASS 0
 OV0202
 OV0202.The horizontal coordinates were scaled from a topographic map and have
 OV0202.an estimated accuracy of +/- 6 seconds.
 OV0202
 OV0202.The orthometric height was determined by differential leveling
 OV0202.and adjusted by the National Geodetic Survey in June 1991..
 OV0202
 OV0202.The geoid height was determined by GEOID03.
 OV0202
 OV0202.The dynamic height is computed by dividing the NAVD 88
 OV0202.geopotential number by the normal gravity value computed on the
 OV0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0202.degrees latitude (g = 980.6199 gals.).
 OV0202
 OV0202.The modeled gravity was interpolated from observed gravity values.
 OV0202
 OV0202;                    North         East    Units  Estimated Accuracy
 OV0202;SPC WYEC     -   438,400.      384,870.      MT  (+/- 180 meters Scaled)
 OV0202
 OV0202                          SUPERSEDED SURVEY CONTROL
 OV0202
 OV0202  NGVD 29 (??/??/92) 1800.443  (m)         5906.95   (f) ADJ UNCH    2 0
 OV0202
 OV0202.Superseded values are not recommended for survey control.
 OV0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0202.See file dsdata.txt to determine how the superseded data were derived.
 OV0202
 OV0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ963246(NAD 83)
 OV0202_MARKER: DD = SURVEY DISK
 OV0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0202_STAMPING: 22 JR 1950 5907
 OV0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0202+STABILITY: SURFACE MOTION
 OV0202
 OV0202  HISTORY     - Date     Condition        Report By
 OV0202  HISTORY     - 1950     MONUMENTED       USGS
 OV0202  HISTORY     - 1966     GOOD             NGS
 OV0202
 OV0202                          STATION DESCRIPTION
 OV0202
 OV0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0202'24.35 MI NE FROM LYSITE.
 OV0202'24.35 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0202'AND QUINCY RAILROAD STATION AT LYSITE, AT THE JUNCTION OF A DIRT ROAD
 OV0202'WEST, ON THE OUTSIDE OF A SHARP CURVE, 40 FEET WEST OF THE CENTER LINE
 OV0202'OF THE ROAD, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 16
 OV0202'FEET SOUTH OF A FENCE CORNER, 3 FEET SOUTH OF THE SOUTH END OF A GATE,
 OV0202'1.5 FEET EAST OF A FENCE, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 1
 OV0202'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OV0202'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0835 ***********************************************************************
 PY0835  DESIGNATION -  22 MDC
 PY0835  PID         -  PY0835
 PY0835  STATE/COUNTY-  WY/PARK
 PY0835  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0835
 PY0835                         *CURRENT SURVEY CONTROL
 PY0835  ___________________________________________________________________
 PY0835* NAD 83(1986)-  44 42 30.     (N)    110 30 10.     (W)     SCALED    
 PY0835* NAVD 88     -      2347.860  (meters)    7702.94   (feet)  ADJUSTED  
 PY0835  ___________________________________________________________________
 PY0835  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0835  DYNAMIC HT  -        2346.351 (meters)    7697.99  (feet)  COMP
 PY0835  MODELED GRAV-     979,889.8   (mgal)                       NAVD 88
 PY0835
 PY0835  VERT ORDER  -  FIRST     CLASS II
 PY0835
 PY0835.The horizontal coordinates were scaled from a topographic map and have
 PY0835.an estimated accuracy of +/- 6 seconds.
 PY0835
 PY0835.The orthometric height was determined by differential leveling
 PY0835.and adjusted by the National Geodetic Survey in June 1991..
 PY0835
 PY0835.The geoid height was determined by GEOID03.
 PY0835
 PY0835.The dynamic height is computed by dividing the NAVD 88
 PY0835.geopotential number by the normal gravity value computed on the
 PY0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0835.degrees latitude (g = 980.6199 gals.).
 PY0835
 PY0835.The modeled gravity was interpolated from observed gravity values.
 PY0835
 PY0835;                    North         East    Units  Estimated Accuracy
 PY0835;SPC WYWC     -   468,950.      461,110.      MT  (+/- 180 meters Scaled)
 PY0835
 PY0835                          SUPERSEDED SURVEY CONTROL
 PY0835
 PY0835  NGVD 29 (08/20/92) 2346.483  (m)         7698.42   (f) ADJUSTED    1 2
 PY0835
 PY0835.Superseded values are not recommended for survey control.
 PY0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0835.See file dsdata.txt to determine how the superseded data were derived.
 PY0835
 PY0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ393506(NAD 83)
 PY0835_MARKER: DB = BENCH MARK DISK
 PY0835_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PY0835_SP_SET: ABUTMENT
 PY0835_STAMPING: 22 MDC 1976 7698
 PY0835_MARK LOGO: USGS  
 PY0835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0835+STABILITY: POSITION/ELEVATION WELL
 PY0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0835+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 PY0835
 PY0835  HISTORY     - Date     Condition        Report By
 PY0835  HISTORY     - 1976     MONUMENTED       USGS
 PY0835  HISTORY     - 1987     GOOD             NGS
 PY0835  HISTORY     - 1988     GOOD             USGS
 PY0835  HISTORY     - 20011002 GOOD             NGS
 PY0835
 PY0835                          STATION DESCRIPTION
 PY0835
 PY0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0835'3.6 KM (2.25 MI) SOUTH FROM CANYON VILLAGE.
 PY0835'3.6 KM (2.25 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0835'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 1.3 M
 PY0835'(4.3 FT) EAST OF THE WEST END OF THE WEST ABUTMENT OF A HIGHWAY
 PY0835'BRIDGE SPANNING THE YELLOWSTONE RIVER, 60.0 M (196.8 FT) WEST OF THE
 PY0835'CENTERLINE OF THE HIGHWAY, AND 9.2 M (30.2 FT) SOUTH OF THE
 PY0835'CENTERLINE OF A ROAD LEADING TO ARTIST POINT.
 PY0835'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 PY0835
 PY0835                          STATION RECOVERY (1988)
 PY0835
 PY0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0835'RECOVERED IN GOOD CONDITION.
 PY0835
 PY0835                          STATION RECOVERY (2001)
 PY0835
 PY0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 PY0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1118 ***********************************************************************
 PY1118  DESIGNATION -  22 MDC
 PY1118  PID         -  PY1118
 PY1118  STATE/COUNTY-  WY/TETON
 PY1118  USGS QUAD   -  FLAGG RANCH (1996)
 PY1118
 PY1118                         *CURRENT SURVEY CONTROL
 PY1118  ___________________________________________________________________
 PY1118* NAD 83(1986)-  44 03 51.     (N)    110 41 15.     (W)     SCALED    
 PY1118* NAVD 88     -      2173.232  (meters)    7130.01   (feet)  ADJUSTED  
 PY1118  ___________________________________________________________________
 PY1118  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY1118  DYNAMIC HT  -        2171.840 (meters)    7125.45  (feet)  COMP
 PY1118  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 PY1118
 PY1118  VERT ORDER  -  FIRST     CLASS II
 PY1118
 PY1118.The horizontal coordinates were scaled from a topographic map and have
 PY1118.an estimated accuracy of +/- 6 seconds.
 PY1118
 PY1118.The orthometric height was determined by differential leveling
 PY1118.and adjusted by the National Geodetic Survey in June 1991..
 PY1118
 PY1118.The geoid height was determined by GEOID03.
 PY1118
 PY1118.The dynamic height is computed by dividing the NAVD 88
 PY1118.geopotential number by the normal gravity value computed on the
 PY1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1118.degrees latitude (g = 980.6199 gals.).
 PY1118
 PY1118.The modeled gravity was interpolated from observed gravity values.
 PY1118
 PY1118;                    North         East    Units  Estimated Accuracy
 PY1118;SPC WY W     -   496,060.      751,600.      MT  (+/- 180 meters Scaled)
 PY1118
 PY1118                          SUPERSEDED SURVEY CONTROL
 PY1118
 PY1118.No superseded survey control is available for this station.
 PY1118
 PY1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP250790(NAD 83)
 PY1118_MARKER: DB = BENCH MARK DISK
 PY1118_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1118_SP_SET: CULVERT HEADWALL
 PY1118_STAMPING: 22 MDC 1977 7125
 PY1118_MARK LOGO: USGS  
 PY1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1118+STABILITY: SURFACE MOTION
 PY1118
 PY1118  HISTORY     - Date     Condition        Report By
 PY1118  HISTORY     - 1977     MONUMENTED       USGS
 PY1118
 PY1118                          STATION DESCRIPTION
 PY1118
 PY1118'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PY1118'8.8 KM (5.45 MI) SOUTH FROM SOUTH ENTRANCE YNP.
 PY1118'SOUTH ENTRANCE (YNP), 5.45 MILES SOUTH OF, ALONG HIGHWAY TOWARD GRAND
 PY1118'TETON NATIONAL PARK FROM FEE BOOTH AT SOUTH ENTRANCE (YNP), NEAR
 PY1118'SOUTH END OF AN UPHILL NORTH-SOUTH TANGENT, AT A CONCRETE AND MASON
 PY1118'CULVERT UNDER HIGHWAY, 21 FEET EAST OF AND ABOUT 1.5 FEET LOWER THAN
 PY1118'CENTERLINE OF HIGHWAY, CEMENTED 1.5 FEET NORTH OF SOUTH END OF EAST
 PY1118'HEADWALL OF CONCRETE AND MASON CULVERT, A STANDARD TABLET STAMPED 22
 PY1118'MDC 1977 7125.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0480 ***********************************************************************
 OU0480  DESIGNATION -  22 RGB
 OU0480  PID         -  OU0480
 OU0480  STATE/COUNTY-  WY/WESTON
 OU0480  USGS QUAD   -  JIM CREEK (1971)
 OU0480
 OU0480                         *CURRENT SURVEY CONTROL
 OU0480  ___________________________________________________________________
 OU0480* NAD 83(1986)-  43 52 51.     (N)    105 04 16.     (W)     SCALED    
 OU0480* NAVD 88     -      1486.873  (meters)    4878.18   (feet)  POSTED    
 OU0480  ___________________________________________________________________
 OU0480  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 OU0480  DYNAMIC HT  -        1486.150 (meters)    4875.81  (feet)  COMP
 OU0480  MODELED GRAV-     980,077.1   (mgal)                       NAVD 88
 OU0480
 OU0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0480
 OU0480.The horizontal coordinates were scaled from a topographic map and have
 OU0480.an estimated accuracy of +/- 6 seconds.
 OU0480
 OU0480.The orthometric height was determined by differential leveling
 OU0480.and adjusted by the National Geodetic Survey in 1992..
 OU0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0480.rate of 0.0 thru 1.0 mm/km.
 OU0480
 OU0480.The geoid height was determined by GEOID03.
 OU0480
 OU0480.The dynamic height is computed by dividing the NAVD 88
 OU0480.geopotential number by the normal gravity value computed on the
 OU0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0480.degrees latitude (g = 980.6199 gals.).
 OU0480
 OU0480.The modeled gravity was interpolated from observed gravity values.
 OU0480
 OU0480;                    North         East    Units  Estimated Accuracy
 OU0480;SPC WY E     -   375,510.      207,680.      MT  (+/- 180 meters Scaled)
 OU0480
 OU0480                          SUPERSEDED SURVEY CONTROL
 OU0480
 OU0480.No superseded survey control is available for this station.
 OU0480
 OU0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ942586(NAD 83)
 OU0480_MARKER: DB = BENCH MARK DISK
 OU0480_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0480_SP_SET: COPPER-CLAD STEEL ROD
 OU0480_STAMPING: 22 RGB 1971
 OU0480_MARK LOGO: USGS  
 OU0480_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0480+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0480
 OU0480  HISTORY     - Date     Condition        Report By
 OU0480  HISTORY     - 1971     MONUMENTED       USGS
 OU0480
 OU0480                          STATION DESCRIPTION
 OU0480
 OU0480'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0480'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0480'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0480'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0480'ROAD FORK, THENCE 8.2 MILES SOUTH TO A SMALL DAM EAST, 20.8 MILES
 OU0480'SOUTH OF J. JESSEN RANCH, 16 FEET WEST OF THE CENTERLINE OF THE ROAD
 OU0480'AT DAM, 3 FEET EAST OF A WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD
 OU0480'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0512 ***********************************************************************
 OU0512  DESIGNATION -  22 SJS
 OU0512  PID         -  OU0512
 OU0512  STATE/COUNTY-  WY/CONVERSE
 OU0512  USGS QUAD   -  SPLIT HILL SW (1981)
 OU0512
 OU0512                         *CURRENT SURVEY CONTROL
 OU0512  ___________________________________________________________________
 OU0512* NAD 83(1986)-  43 02 54.     (N)    104 59 00.     (W)     SCALED    
 OU0512* NAVD 88     -      1382.083  (meters)    4534.38   (feet)  ADJUSTED  
 OU0512  ___________________________________________________________________
 OU0512  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 OU0512  DYNAMIC HT  -        1381.309 (meters)    4531.84  (feet)  COMP
 OU0512  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 OU0512
 OU0512  VERT ORDER  -  THIRD
 OU0512
 OU0512.The horizontal coordinates were scaled from a topographic map and have
 OU0512.an estimated accuracy of +/- 6 seconds.
 OU0512
 OU0512.The orthometric height was determined by differential leveling
 OU0512.and adjusted by the National Geodetic Survey in December 1993..
 OU0512
 OU0512.The geoid height was determined by GEOID03.
 OU0512
 OU0512.The dynamic height is computed by dividing the NAVD 88
 OU0512.geopotential number by the normal gravity value computed on the
 OU0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0512.degrees latitude (g = 980.6199 gals.).
 OU0512
 OU0512.The modeled gravity was interpolated from observed gravity values.
 OU0512
 OU0512;                    North         East    Units  Estimated Accuracy
 OU0512;SPC WY E     -   283,040.      214,940.      MT  (+/- 180 meters Scaled)
 OU0512
 OU0512                          SUPERSEDED SURVEY CONTROL
 OU0512
 OU0512.No superseded survey control is available for this station.
 OU0512
 OU0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH013661(NAD 83)
 OU0512_MARKER: DB = BENCH MARK DISK
 OU0512_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0512+WITH SETTING: INFORMATION.
 OU0512_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0512_STAMPING: 22 SJS 1970
 OU0512_MARK LOGO: USGS  
 OU0512_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0512
 OU0512  HISTORY     - Date     Condition        Report By
 OU0512  HISTORY     - 1970     MONUMENTED       USGS
 OU0512
 OU0512                          STATION DESCRIPTION
 OU0512
 OU0512'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0512'FROM THE BOB MANNING RANCH HEADQUARTERS, PROCEED 1.1 MILE (1.8 KM)
 OU0512'SOUTHWEST ALONG ROAD TO A TRACK ROAD NORTHWEST, THENCE PROCEED 5.8
 OU0512'MILES (9.3 KM) NORTHWEST ALONG THE TRACK ROAD, IN THE SE 1/4 OF S.35,
 OU0512'T.36 N., R.68 W., 61 FEET (18.6 M) WEST AND 32 FEET (9.8 M) NORTH
 OU0512'FROM A ROAD CROSSING, ENCASED IN A 6-INCH WHITE PLASTIC PIPE
 OU0512'PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1292 ***********************************************************************
 MO1292  DESIGNATION -  223
 MO1292  PID         -  MO1292
 MO1292  STATE/COUNTY-  WY/ALBANY
 MO1292  USGS QUAD   -  MC GILL LAKES (1981)
 MO1292
 MO1292                         *CURRENT SURVEY CONTROL
 MO1292  ___________________________________________________________________
 MO1292* NAD 83(1993)-  41 47 49.84682(N)    105 43 02.48925(W)     ADJUSTED  
 MO1292* NAVD 88     -      2176.09   (+/-2cm)    7139.4    (feet)  VERTCON   
 MO1292  ___________________________________________________________________
 MO1292  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 MO1292  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 MO1292
 MO1292  HORZ ORDER  -  SECOND
 MO1292  VERT ORDER  -  THIRD ? (See Below)
 MO1292
 MO1292.The horizontal coordinates were established by classical geodetic methods
 MO1292.and adjusted by the National Geodetic Survey in January 1997..
 MO1292
 MO1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1292.The vertical order pertains to the NGVD 29 superseded value.
 MO1292
 MO1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1292
 MO1292.The geoid height was determined by GEOID03.
 MO1292
 MO1292;                    North         East     Units Scale Factor Converg.
 MO1292;SPC WY E     -   144,198.197   154,232.978   MT  0.99996327   -0 22 01.3
 MO1292;UTM  13      - 4,627,506.387   440,401.648   MT  0.99964371   -0 28 41.3
 MO1292
 MO1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1292!SPC WY E     -   0.99966065  x   0.99996327  =   0.99962393
 MO1292!UTM  13      -   0.99966065  x   0.99964371  =   0.99930448
 MO1292
 MO1292|---------------------------------------------------------------------|
 MO1292| PID    Reference Object                     Distance      Geod. Az  |
 MO1292|                                                           dddmmss.s |
 MO1292| CP9438 223 RM 2                             13.915 METERS 02943     |
 MO1292| CP9437 223 RM 1                             14.408 METERS 12423     |
 MO1292| CP9436 222                                                2253846.3 |
 MO1292|---------------------------------------------------------------------|
 MO1292
 MO1292                          SUPERSEDED SURVEY CONTROL
 MO1292
 MO1292  NAD 83(1986)-  41 47 49.83221(N)    105 43 02.48419(W) AD(       ) 2
 MO1292  NAD 27      -  41 47 49.93800(N)    105 43 00.49200(W) AD(       ) 2
 MO1292  NGVD 29 (07/19/86) 2175.06   (m)         7136.0    (f) LEVELING    3  
 MO1292
 MO1292.Superseded values are not recommended for survey control.
 MO1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1292.See file dsdata.txt to determine how the superseded data were derived.
 MO1292
 MO1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4040227506(NAD 83)
 MO1292_MARKER: DD = SURVEY DISK
 MO1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1292
 MO1292  HISTORY     - Date     Condition        Report By
 MO1292  HISTORY     - 1948     MONUMENTED       WYGS
 MO1292
 MO1292                          STATION DESCRIPTION
 MO1292
 MO1292'DESCRIBED BY WYOMING GEODETIC SURVEY 1948 (DHK)
 MO1292'THE STATION IS LOCATED ABOUT 43 MILES AIRLINE NORTH OF LARAMIE
 MO1292'AND ABOUT 13 MILES AIRLINE EAST-NORTHEAST OF ROCK RIVER ON
 MO1292'LEVEL, GRASS-COVERED RANGE LAND.  THE STATION MARK IS A U.S.C.
 MO1292'AND G.S. AND STATE SURVEY STATION MARK SET IN THE TOP OF A 6
 MO1292'INCH SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS SET
 MO1292'8 FEET NORTHWEST OF A ROAD AND 6 FEET SOUTHEAST OF A WHITE
 MO1292'WITNESS POST.  IT IS STAMPED, 223.
 MO1292'
 MO1292'REFERENCE MARK NO. 1 IS SET FLUSH AT THE SAME ELEVATION AS THE
 MO1292'STATION MARK 16 FEET SOUTHEAST OF THE ROAD.  IT IS STAMPED, 223
 MO1292'NO 1 1948.
 MO1292'
 MO1292'REFERENCE MARK NO. 2 IS SET FLUSH AT THE SAME ELEVATION AS THE
 MO1292'STATION MARK, 20 FEET NORTHWEST OF THE ROAD.  IT IS STAMPED,
 MO1292'223 NO 2 1948.
 MO1292'
 MO1292'THE AZIMUTH MARK IS A U.S.C. AND G.S. AND STATE SURVEY STATION
 MO1292'MARK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT
 MO1292'PROJECTS 6 INCHES.  IT IS SET 20 FEET SOUTHEAST OF THE ROAD
 MO1292'AND 2 FEET EAST OF A WHITE WITNESS POST.  IT IS STAMPED. 222.
 MO1292'
 MO1292'TO REACH THE STATION FROM BOSLER JUNCTION WHICH IS THE JUNCTION
 MO1292'OF U.S. HIGHWAY 30 AND STATE HIGHWAY 26.  GO NORTHWEST ON U.S.
 MO1292'HIGHWAY 30, 12.0 MILES TO A ROAD RIGHT AT SIGN, KITE RANCH 17 MI.
 MO1292'TURN RIGHT, GO 2.5 MILES TO A CATTLE GUARD.  CONTINUE 2.4 MILES
 MO1292'TO ANOTHER CATTLE GUARD.  CONTINUE 4.45 MILES TO THE AZIMUTH
 MO1292'MARK ON RIGHT.  CONTINUE 0.9 MILE TO THE STATION ON LEFT.  A
 MO1292'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0456 ***********************************************************************
 OV0456  DESIGNATION -  23 ARD
 OV0456  PID         -  OV0456
 OV0456  STATE/COUNTY-  WY/NATRONA
 OV0456  USGS QUAD   -  MERINO (1968)
 OV0456
 OV0456                         *CURRENT SURVEY CONTROL
 OV0456  ___________________________________________________________________
 OV0456* NAD 83(1986)-  43 10 13.     (N)    106 36 09.     (W)     SCALED    
 OV0456* NAVD 88     -      1751.589  (meters)    5746.67   (feet)  POSTED    
 OV0456  ___________________________________________________________________
 OV0456  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 OV0456  DYNAMIC HT  -        1750.520 (meters)    5743.16  (feet)  COMP
 OV0456  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 OV0456
 OV0456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0456
 OV0456.The horizontal coordinates were scaled from a topographic map and have
 OV0456.an estimated accuracy of +/- 6 seconds.
 OV0456
 OV0456.The orthometric height was determined by differential leveling
 OV0456.and adjusted by the National Geodetic Survey in 1992..
 OV0456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0456.rate of 0.0 thru 1.0 mm/km.
 OV0456
 OV0456.The geoid height was determined by GEOID03.
 OV0456
 OV0456.The dynamic height is computed by dividing the NAVD 88
 OV0456.geopotential number by the normal gravity value computed on the
 OV0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0456.degrees latitude (g = 980.6199 gals.).
 OV0456
 OV0456.The modeled gravity was interpolated from observed gravity values.
 OV0456
 OV0456;                    North         East    Units  Estimated Accuracy
 OV0456;SPC WYEC     -   396,830.      459,420.      MT  (+/- 180 meters Scaled)
 OV0456
 OV0456                          SUPERSEDED SURVEY CONTROL
 OV0456
 OV0456.No superseded survey control is available for this station.
 OV0456
 OV0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH697809(NAD 83)
 OV0456_MARKER: DB = BENCH MARK DISK
 OV0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0456_SP_SET: COPPER-CLAD STEEL ROD
 OV0456_STAMPING: 23 ARD 1968
 OV0456_MARK LOGO: USGS  
 OV0456_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0456+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0456
 OV0456  HISTORY     - Date     Condition        Report By
 OV0456  HISTORY     - 1968     MONUMENTED       USGS
 OV0456
 OV0456                          STATION DESCRIPTION
 OV0456
 OV0456'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0456'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0456'11.6 MILES NORTH ALONG COUNTY ROAD TO A JUNCTION WITH A CROSSROAD,
 OV0456'500 FEET WEST OF AND 7.8 FEET HIGHER THAN THE INTERSECTION, AT THE
 OV0456'TOP OF A KNOLL, 31 FEET NORTH OF A WEST ROAD, AND 1.1 FOOT HIGHER, 1
 OV0456'FOOT SOUTH OF A STEEL POST BEARING A WITNESS SIGN, SET IN COPPER-CLAD
 OV0456'STEEL ROD PROJECTING .03 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0705 ***********************************************************************
 NQ0705  DESIGNATION -  23 DHW
 NQ0705  PID         -  NQ0705
 NQ0705  STATE/COUNTY-  WY/NIOBRARA
 NQ0705  USGS QUAD   -  HAT CREEK (1981)
 NQ0705
 NQ0705                         *CURRENT SURVEY CONTROL
 NQ0705  ___________________________________________________________________
 NQ0705* NAD 83(1986)-  42 56 34.     (N)    104 20 44.     (W)     SCALED    
 NQ0705* NAVD 88     -      1355.654  (meters)    4447.67   (feet)  ADJUSTED  
 NQ0705  ___________________________________________________________________
 NQ0705  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 NQ0705  DYNAMIC HT  -        1354.952 (meters)    4445.37  (feet)  COMP
 NQ0705  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 NQ0705
 NQ0705  VERT ORDER  -  THIRD
 NQ0705
 NQ0705.The horizontal coordinates were scaled from a topographic map and have
 NQ0705.an estimated accuracy of +/- 6 seconds.
 NQ0705
 NQ0705.The orthometric height was determined by differential leveling
 NQ0705.and adjusted by the National Geodetic Survey in June 1991..
 NQ0705
 NQ0705.The geoid height was determined by GEOID03.
 NQ0705
 NQ0705.The dynamic height is computed by dividing the NAVD 88
 NQ0705.geopotential number by the normal gravity value computed on the
 NQ0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0705.degrees latitude (g = 980.6199 gals.).
 NQ0705
 NQ0705.The modeled gravity was interpolated from observed gravity values.
 NQ0705
 NQ0705;                    North         East    Units  Estimated Accuracy
 NQ0705;SPC WY E     -   271,620.      267,010.      MT  (+/- 180 meters Scaled)
 NQ0705
 NQ0705                          SUPERSEDED SURVEY CONTROL
 NQ0705
 NQ0705.No superseded survey control is available for this station.
 NQ0705
 NQ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH533546(NAD 83)
 NQ0705_MARKER: DB = BENCH MARK DISK
 NQ0705_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0705_SP_SET: COPPER-CLAD STEEL ROD
 NQ0705_STAMPING: 23 DHW 1974
 NQ0705_MARK LOGO: USGS  
 NQ0705_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0705+SATELLITE: SATELLITE OBSERVATIONS - 1974
 NQ0705
 NQ0705  HISTORY     - Date     Condition        Report By
 NQ0705  HISTORY     - 1974     MONUMENTED       USGS
 NQ0705
 NQ0705                          STATION DESCRIPTION
 NQ0705
 NQ0705'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0705'FROM HAT CREEK, WYOMING, PROCEED 1.3 MILES EAST ALONG PAVED ROAD TO A
 NQ0705'GATE INTO A PASTURE, ON THE NORTH SIDE OF THE HIGHWAY, IN THE NORTH
 NQ0705'CENTER OF SECTION 7/TOWNSHIP 62 WEST/RANGE 34 NORTH, 61 FEET NORTH OF
 NQ0705'THE CENTERLINE OF THE ROAD AND 24 FEET EAST OF THE CENTER OF THE
 NQ0705'GATE, 1.0 FEET NORTH OF A NORTH RIGHT-OF-WAY FENCE, SET IN A
 NQ0705'COPPER-CLAD STEEL ROD DRIVEN 20 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0614 ***********************************************************************
 PV0614  DESIGNATION -  23 GRS
 PV0614  PID         -  PV0614
 PV0614  STATE/COUNTY-  WY/CAMPBELL
 PV0614  USGS QUAD   -  ROCKY BUTTE SW (1972)
 PV0614
 PV0614                         *CURRENT SURVEY CONTROL
 PV0614  ___________________________________________________________________
 PV0614* NAD 83(1986)-  44 47 47.     (N)    105 23 38.     (W)     SCALED    
 PV0614* NAVD 88     -      1087.883  (meters)    3569.16   (feet)  POSTED    
 PV0614  ___________________________________________________________________
 PV0614  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 PV0614  DYNAMIC HT  -        1087.540 (meters)    3568.04  (feet)  COMP
 PV0614  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 PV0614
 PV0614  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0614
 PV0614.The horizontal coordinates were scaled from a topographic map and have
 PV0614.an estimated accuracy of +/- 6 seconds.
 PV0614
 PV0614.The orthometric height was determined by differential leveling
 PV0614.and adjusted by the National Geodetic Survey in 1992..
 PV0614.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0614.rate of 0.0 thru 1.0 mm/km.
 PV0614
 PV0614.The geoid height was determined by GEOID03.
 PV0614
 PV0614.The dynamic height is computed by dividing the NAVD 88
 PV0614.geopotential number by the normal gravity value computed on the
 PV0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0614.degrees latitude (g = 980.6199 gals.).
 PV0614
 PV0614.The modeled gravity was interpolated from observed gravity values.
 PV0614
 PV0614;                    North         East    Units  Estimated Accuracy
 PV0614;SPC WY E     -   477,260.      182,020.      MT  (+/- 180 meters Scaled)
 PV0614
 PV0614                          SUPERSEDED SURVEY CONTROL
 PV0614
 PV0614.No superseded survey control is available for this station.
 PV0614
 PV0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK688604(NAD 83)
 PV0614_MARKER: DB = BENCH MARK DISK
 PV0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0614_SP_SET: BRIDGE HEADWALL
 PV0614_STAMPING: 23 GRS 1971
 PV0614_MARK LOGO: USGS  
 PV0614_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0614+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0614
 PV0614  HISTORY     - Date     Condition        Report By
 PV0614  HISTORY     - 1971     MONUMENTED       USGS
 PV0614
 PV0614                          STATION DESCRIPTION
 PV0614
 PV0614'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0614'FROM WESTON, WYOMING POST OFFICE, PROCEED 11.4 MILES NORTH ALONG
 PV0614'STATE HIGHWAY 59, AT THE SOUTHWEST CORNER OF A 159 FOOT CONCRETE
 PV0614'BRIDGE OVER ELK CREEK, 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PV0614'9 INCHES HIGHER THAN THE HIGHWAY, CEMENTED IN A DRILL HOLE IN THE
 PV0614'CONCRETE HEADWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0086 ***********************************************************************
 NR0086  DESIGNATION -  23 HA
 NR0086  PID         -  NR0086
 NR0086  STATE/COUNTY-  WY/CARBON
 NR0086  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0086
 NR0086                         *CURRENT SURVEY CONTROL
 NR0086  ___________________________________________________________________
 NR0086* NAD 83(1986)-  42 14 22.     (N)    106 08 10.     (W)     SCALED    
 NR0086* NAVD 88     -      2122.427  (meters)    6963.33   (feet)  ADJUSTED  
 NR0086  ___________________________________________________________________
 NR0086  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 NR0086  DYNAMIC HT  -        2120.750 (meters)    6957.83  (feet)  COMP
 NR0086  MODELED GRAV-     979,755.5   (mgal)                       NAVD 88
 NR0086
 NR0086  VERT ORDER  -  SECOND    CLASS 0
 NR0086
 NR0086.The horizontal coordinates were scaled from a topographic map and have
 NR0086.an estimated accuracy of +/- 6 seconds.
 NR0086
 NR0086.The orthometric height was determined by differential leveling
 NR0086.and adjusted by the National Geodetic Survey in June 1991..
 NR0086
 NR0086.The geoid height was determined by GEOID03.
 NR0086
 NR0086.The dynamic height is computed by dividing the NAVD 88
 NR0086.geopotential number by the normal gravity value computed on the
 NR0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0086.degrees latitude (g = 980.6199 gals.).
 NR0086
 NR0086.The modeled gravity was interpolated from observed gravity values.
 NR0086
 NR0086;                    North         East    Units  Estimated Accuracy
 NR0086;SPC WYEC     -   293,870.      498,810.      MT  (+/- 180 meters Scaled)
 NR0086
 NR0086                          SUPERSEDED SURVEY CONTROL
 NR0086
 NR0086  NGVD 29 (??/??/92) 2121.360  (m)         6959.83   (f) ADJ UNCH    2 0
 NR0086
 NR0086.Superseded values are not recommended for survey control.
 NR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0086.See file dsdata.txt to determine how the superseded data were derived.
 NR0086
 NR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG062769(NAD 83)
 NR0086_MARKER: DD = SURVEY DISK
 NR0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0086_STAMPING: 23 HA 1948
 NR0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0086+STABILITY: SURFACE MOTION
 NR0086
 NR0086  HISTORY     - Date     Condition        Report By
 NR0086  HISTORY     - 1948     MONUMENTED       USGS
 NR0086  HISTORY     - 1959     GOOD             NGS
 NR0086
 NR0086                          STATION DESCRIPTION
 NR0086
 NR0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0086'27.15 MI N FROM MEDICINE BOW.
 NR0086'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0086'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0086'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0086'ABOUT 8.05 MILES NORTHEAST ALONG A DIRT ROAD, 58 FEET EAST OF THE
 NR0086'CENTER LINE OF THE ROAD, IN SECTION 12, R 78 W, T 26 N, ABOUT 1.15
 NR0086'MILES SOUTH OF LITTLE MEDICINE BOW RIVER BRIDGE, ABOUT LEVEL WITH THE
 NR0086'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0123 ***********************************************************************
 OV0123  DESIGNATION -  23 JR
 OV0123  PID         -  OV0123
 OV0123  STATE/COUNTY-  WY/WASHAKIE
 OV0123  USGS QUAD   -  CORNELL GULCH (1967)
 OV0123
 OV0123                         *CURRENT SURVEY CONTROL
 OV0123  ___________________________________________________________________
 OV0123* NAD 83(1986)-  43 33 12.     (N)    107 29 43.     (W)     SCALED    
 OV0123* NAVD 88     -      1784.102  (meters)    5853.34   (feet)  ADJUSTED  
 OV0123  ___________________________________________________________________
 OV0123  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 OV0123  DYNAMIC HT  -        1783.046 (meters)    5849.88  (feet)  COMP
 OV0123  MODELED GRAV-     979,963.5   (mgal)                       NAVD 88
 OV0123
 OV0123  VERT ORDER  -  SECOND    CLASS 0
 OV0123
 OV0123.The horizontal coordinates were scaled from a topographic map and have
 OV0123.an estimated accuracy of +/- 6 seconds.
 OV0123
 OV0123.The orthometric height was determined by differential leveling
 OV0123.and adjusted by the National Geodetic Survey in June 1991..
 OV0123
 OV0123.The geoid height was determined by GEOID03.
 OV0123
 OV0123.The dynamic height is computed by dividing the NAVD 88
 OV0123.geopotential number by the normal gravity value computed on the
 OV0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0123.degrees latitude (g = 980.6199 gals.).
 OV0123
 OV0123.The modeled gravity was interpolated from observed gravity values.
 OV0123
 OV0123;                    North         East    Units  Estimated Accuracy
 OV0123;SPC WYEC     -   439,140.      386,920.      MT  (+/- 180 meters Scaled)
 OV0123
 OV0123                          SUPERSEDED SURVEY CONTROL
 OV0123
 OV0123  NGVD 29 (??/??/92) 1783.164  (m)         5850.26   (f) ADJ UNCH    2 0
 OV0123
 OV0123.Superseded values are not recommended for survey control.
 OV0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0123.See file dsdata.txt to determine how the superseded data were derived.
 OV0123
 OV0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ984252(NAD 83)
 OV0123_MARKER: DD = SURVEY DISK
 OV0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0123_STAMPING: 23 JR 1950 5850
 OV0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0123+STABILITY: SURFACE MOTION
 OV0123
 OV0123  HISTORY     - Date     Condition        Report By
 OV0123  HISTORY     - 1950     MONUMENTED       USGS
 OV0123  HISTORY     - 1966     GOOD             NGS
 OV0123
 OV0123                          STATION DESCRIPTION
 OV0123
 OV0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0123'25.85 MI NE FROM LYSITE.
 OV0123'25.85 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0123'AND QUINCY RAILROAD STATION AT LYSITE, 19 FEET SOUTH OF THE CENTER
 OV0123'LINE OF THE ROAD, 141 FEET OF A POINT IN LINE WITH THE CENTER OF AN
 OV0123'EARTH DAM, 13 FEET WEST OF THE WEST END OF A GATE, 1.2 FEET NORTH OF A
 OV0123'FENCE, 1.3 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE
 OV0123'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 OV0123'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0837 ***********************************************************************
 PY0837  DESIGNATION -  23 MDC
 PY0837  PID         -  PY0837
 PY0837  STATE/COUNTY-  WY/PARK
 PY0837  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0837
 PY0837                         *CURRENT SURVEY CONTROL
 PY0837  ___________________________________________________________________
 PY0837* NAD 83(1986)-  44 42 06.     (N)    110 30 21.     (W)     SCALED    
 PY0837* NAVD 88     -      2342.033  (meters)    7683.82   (feet)  ADJUSTED  
 PY0837  ___________________________________________________________________
 PY0837  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0837  DYNAMIC HT  -        2340.522 (meters)    7678.86  (feet)  COMP
 PY0837  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 PY0837
 PY0837  VERT ORDER  -  FIRST     CLASS II
 PY0837
 PY0837.The horizontal coordinates were scaled from a topographic map and have
 PY0837.an estimated accuracy of +/- 6 seconds.
 PY0837
 PY0837.The orthometric height was determined by differential leveling
 PY0837.and adjusted by the National Geodetic Survey in June 1991..
 PY0837
 PY0837.The geoid height was determined by GEOID03.
 PY0837
 PY0837.The dynamic height is computed by dividing the NAVD 88
 PY0837.geopotential number by the normal gravity value computed on the
 PY0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0837.degrees latitude (g = 980.6199 gals.).
 PY0837
 PY0837.The modeled gravity was interpolated from observed gravity values.
 PY0837
 PY0837;                    North         East    Units  Estimated Accuracy
 PY0837;SPC WYWC     -   468,210.      460,850.      MT  (+/- 180 meters Scaled)
 PY0837
 PY0837                          SUPERSEDED SURVEY CONTROL
 PY0837
 PY0837  NGVD 29 (08/20/92) 2340.650  (m)         7679.28   (f) ADJUSTED    1 2
 PY0837
 PY0837.Superseded values are not recommended for survey control.
 PY0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0837.See file dsdata.txt to determine how the superseded data were derived.
 PY0837
 PY0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ391499(NAD 83)
 PY0837_MARKER: DB = BENCH MARK DISK
 PY0837_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PY0837_SP_SET: HEADWALL
 PY0837_STAMPING: 23 MDC 1976 7679
 PY0837_MARK LOGO: USGS  
 PY0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0837
 PY0837  HISTORY     - Date     Condition        Report By
 PY0837  HISTORY     - 1976     MONUMENTED       USGS
 PY0837  HISTORY     - 1987     GOOD             NGS
 PY0837  HISTORY     - 1988     GOOD             USGS
 PY0837
 PY0837                          STATION DESCRIPTION
 PY0837
 PY0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0837'4.4 KM (2.75 MI) SOUTH FROM CANYON VILLAGE.
 PY0837'4.4 KM (2.75 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0837'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 0.2 M
 PY0837'(0.7 FT) NORTH OF THE SOUTH END OF THE WEST HEADWALL OF A STONE
 PY0837'BRIDGE SPANNING OTTER CREEK, AND 4.9 M (16.1 FT) WEST OF THE
 PY0837'CENTERLINE OF THE HIGHWAY.
 PY0837'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 PY0837
 PY0837                          STATION RECOVERY (1988)
 PY0837
 PY0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1119 ***********************************************************************
 PY1119  DESIGNATION -  23 MDC
 PY1119  PID         -  PY1119
 PY1119  STATE/COUNTY-  WY/TETON
 PY1119  USGS QUAD   -  FLAGG RANCH (1996)
 PY1119
 PY1119                         *CURRENT SURVEY CONTROL
 PY1119  ___________________________________________________________________
 PY1119* NAD 83(1986)-  44 02 19.     (N)    110 41 38.     (W)     SCALED    
 PY1119* NAVD 88     -      2236.514  (meters)    7337.63   (feet)  ADJUSTED  
 PY1119  ___________________________________________________________________
 PY1119  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 PY1119  DYNAMIC HT  -        2235.073 (meters)    7332.90  (feet)  COMP
 PY1119  MODELED GRAV-     979,893.2   (mgal)                       NAVD 88
 PY1119
 PY1119  VERT ORDER  -  FIRST     CLASS II
 PY1119
 PY1119.The horizontal coordinates were scaled from a topographic map and have
 PY1119.an estimated accuracy of +/- 6 seconds.
 PY1119
 PY1119.The orthometric height was determined by differential leveling
 PY1119.and adjusted by the National Geodetic Survey in June 1991..
 PY1119
 PY1119.The geoid height was determined by GEOID03.
 PY1119
 PY1119.The dynamic height is computed by dividing the NAVD 88
 PY1119.geopotential number by the normal gravity value computed on the
 PY1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1119.degrees latitude (g = 980.6199 gals.).
 PY1119
 PY1119.The modeled gravity was interpolated from observed gravity values.
 PY1119
 PY1119;                    North         East    Units  Estimated Accuracy
 PY1119;SPC WY W     -   493,220.      751,060.      MT  (+/- 180 meters Scaled)
 PY1119
 PY1119                          SUPERSEDED SURVEY CONTROL
 PY1119
 PY1119.No superseded survey control is available for this station.
 PY1119
 PY1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP245762(NAD 83)
 PY1119_MARKER: DB = BENCH MARK DISK
 PY1119_SETTING: 80 = SET IN A BOULDER
 PY1119_SP_SET: BOULDER
 PY1119_STAMPING: 23 MDC 1977 7333
 PY1119_MARK LOGO: USGS  
 PY1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1119+STABILITY: SURFACE MOTION
 PY1119
 PY1119  HISTORY     - Date     Condition        Report By
 PY1119  HISTORY     - 1977     MONUMENTED       USGS
 PY1119
 PY1119                          STATION DESCRIPTION
 PY1119
 PY1119'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PY1119'12.0 KM (7.45 MI) SOUTH FROM SOUTH ENTRANCE YNP.
 PY1119'SOUTH ENTRANCE (YNP), 7.45 MILES SOUTH OF ALONG HIGHWAY TOWARD GRAND
 PY1119'TETON NATIONAL PARK FROM FEE BOOTH AT SOUTH ENTRANCE (YNP), .3 MILES
 PY1119'SOUTH OF TETON NATIONAL PARK ALONG HIGHWAY TOWARD MORAN JUNCTION FROM
 PY1119'THE NORTH BOUNDARY SIGN, ABOUT .1 MILES SOUTH OF SOUTH END OF A CURVE
 PY1119'THAT LEADS INTO A LONG NORTH-SOUTH TANGENT, 31 FEET EAST OF AND ABOUT
 PY1119'2 FEET HIGHER THAN CENTERLINE OF HIGHWAY, CEMENTED IN TOP OF 3 FOOT
 PY1119'BY 5 FOOT BURIED BOULDER THAT PROJECTS .4 FEET, A STANDARD TABLET
 PY1119'STAMPED 23 MDC 1977 7333.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0478 ***********************************************************************
 OU0478  DESIGNATION -  23 RGB
 OU0478  PID         -  OU0478
 OU0478  STATE/COUNTY-  WY/WESTON
 OU0478  USGS QUAD   -  JIM CREEK (1971)
 OU0478
 OU0478                         *CURRENT SURVEY CONTROL
 OU0478  ___________________________________________________________________
 OU0478* NAD 83(1986)-  43 53 22.     (N)    105 04 51.     (W)     SCALED    
 OU0478* NAVD 88     -      1534.456  (meters)    5034.29   (feet)  POSTED    
 OU0478  ___________________________________________________________________
 OU0478  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 OU0478  DYNAMIC HT  -        1533.710 (meters)    5031.85  (feet)  COMP
 OU0478  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 OU0478
 OU0478  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0478
 OU0478.The horizontal coordinates were scaled from a topographic map and have
 OU0478.an estimated accuracy of +/- 6 seconds.
 OU0478
 OU0478.The orthometric height was determined by differential leveling
 OU0478.and adjusted by the National Geodetic Survey in 1992..
 OU0478.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0478.rate of 0.0 thru 1.0 mm/km.
 OU0478
 OU0478.The geoid height was determined by GEOID03.
 OU0478
 OU0478.The dynamic height is computed by dividing the NAVD 88
 OU0478.geopotential number by the normal gravity value computed on the
 OU0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0478.degrees latitude (g = 980.6199 gals.).
 OU0478
 OU0478.The modeled gravity was interpolated from observed gravity values.
 OU0478
 OU0478;                    North         East    Units  Estimated Accuracy
 OU0478;SPC WY E     -   376,470.      206,900.      MT  (+/- 180 meters Scaled)
 OU0478
 OU0478                          SUPERSEDED SURVEY CONTROL
 OU0478
 OU0478.No superseded survey control is available for this station.
 OU0478
 OU0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ935595(NAD 83)
 OU0478_MARKER: DB = BENCH MARK DISK
 OU0478_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0478_SP_SET: COPPER-CLAD STEEL ROD
 OU0478_STAMPING: 23 RGB 1971
 OU0478_MARK LOGO: USGS  
 OU0478_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0478+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0478
 OU0478  HISTORY     - Date     Condition        Report By
 OU0478  HISTORY     - 1971     MONUMENTED       USGS
 OU0478
 OU0478                          STATION DESCRIPTION
 OU0478
 OU0478'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0478'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0478'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0478'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0478'ROAD FORK, THENCE 7.2 MILES SOUTH TO A T-ROAD WEST AT CURVE, 19.8
 OU0478'MILES SOUTH OF J. JESSEN RANCH, 0.4 MILES NORTH OF JOE KEELINE RANCH
 OU0478'CAMP, 31 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD AT T-ROAD WEST,
 OU0478'3 FEET SOUTHEAST OF A WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD
 OU0478'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0513 ***********************************************************************
 OU0513  DESIGNATION -  23 SJS
 OU0513  PID         -  OU0513
 OU0513  STATE/COUNTY-  WY/CONVERSE
 OU0513  USGS QUAD   -  SPLIT HILL SW (1981)
 OU0513
 OU0513                         *CURRENT SURVEY CONTROL
 OU0513  ___________________________________________________________________
 OU0513* NAD 83(1986)-  43 02 09.     (N)    104 58 35.     (W)     SCALED    
 OU0513* NAVD 88     -      1405.250  (meters)    4610.39   (feet)  ADJUSTED  
 OU0513  ___________________________________________________________________
 OU0513  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 OU0513  DYNAMIC HT  -        1404.462 (meters)    4607.81  (feet)  COMP
 OU0513  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 OU0513
 OU0513  VERT ORDER  -  THIRD
 OU0513
 OU0513.The horizontal coordinates were scaled from a topographic map and have
 OU0513.an estimated accuracy of +/- 6 seconds.
 OU0513
 OU0513.The orthometric height was determined by differential leveling
 OU0513.and adjusted by the National Geodetic Survey in December 1993..
 OU0513
 OU0513.The geoid height was determined by GEOID03.
 OU0513
 OU0513.The dynamic height is computed by dividing the NAVD 88
 OU0513.geopotential number by the normal gravity value computed on the
 OU0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0513.degrees latitude (g = 980.6199 gals.).
 OU0513
 OU0513.The modeled gravity was interpolated from observed gravity values.
 OU0513
 OU0513;                    North         East    Units  Estimated Accuracy
 OU0513;SPC WY E     -   281,650.      215,510.      MT  (+/- 180 meters Scaled)
 OU0513
 OU0513                          SUPERSEDED SURVEY CONTROL
 OU0513
 OU0513.No superseded survey control is available for this station.
 OU0513
 OU0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH019647(NAD 83)
 OU0513_MARKER: DB = BENCH MARK DISK
 OU0513_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0513+WITH SETTING: INFORMATION.
 OU0513_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0513_STAMPING: 23 SJS 1970
 OU0513_MARK LOGO: USGS  
 OU0513_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0513
 OU0513  HISTORY     - Date     Condition        Report By
 OU0513  HISTORY     - 1970     MONUMENTED       USGS
 OU0513
 OU0513                          STATION DESCRIPTION
 OU0513
 OU0513'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0513'FROM THE BOB MANNING RANCH HEADQUARTERS, PROCEED 1.1 MILE (1.8 KM)
 OU0513'SOUTHWEST ALONG ROAD TO A TRACK ROAD NORTHWEST, THENCE PROCEED 5.2
 OU0513'MILES (8.4 KM) NORTHWEST ALONG THE TRACK ROAD, IN THE SW 1/4 OF S.1,
 OU0513'T.35 N., R.68 W., AT A DIM TRAIL FORK LEADING NORTHWEST TO AN OLD
 OU0513'WINDMILL, 88 FEET (26.8 M) SOUTH ALONG THE ROAD FROM THE ROAD FORK,
 OU0513'24 FEET (7.3 M) WEST OF THE ROAD , IN A 6-INCH WHITE PLASTIC PIPE,
 OU0513'AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1293 ***********************************************************************
 MO1293  DESIGNATION -  236
 MO1293  PID         -  MO1293
 MO1293  STATE/COUNTY-  WY/ALBANY
 MO1293  USGS QUAD   -  MC GILL LAKES (1981)
 MO1293
 MO1293                         *CURRENT SURVEY CONTROL
 MO1293  ___________________________________________________________________
 MO1293* NAD 83(1993)-  41 50 23.52491(N)    105 38 23.96450(W)     ADJUSTED  
 MO1293* NAVD 88     -      2123.92   (+/-2cm)    6968.2    (feet)  VERTCON   
 MO1293  ___________________________________________________________________
 MO1293  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 MO1293  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 MO1293
 MO1293  HORZ ORDER  -  THIRD
 MO1293  VERT ORDER  -  THIRD ? (See Below)
 MO1293
 MO1293.The horizontal coordinates were established by classical geodetic methods
 MO1293.and adjusted by the National Geodetic Survey in January 1997..
 MO1293
 MO1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1293.The vertical order pertains to the NGVD 29 superseded value.
 MO1293
 MO1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1293
 MO1293.The geoid height was determined by GEOID03.
 MO1293
 MO1293;                    North         East     Units Scale Factor Converg.
 MO1293;SPC WY E     -   148,901.007   160,689.033   MT  0.99995651   -0 18 56.6
 MO1293;UTM  13      - 4,632,195.162   446,864.739   MT  0.99963474   -0 25 36.9
 MO1293
 MO1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1293!SPC WY E     -   0.99966881  x   0.99995651  =   0.99962533
 MO1293!UTM  13      -   0.99966881  x   0.99963474  =   0.99930367
 MO1293
 MO1293|---------------------------------------------------------------------|
 MO1293| PID    Reference Object                     Distance      Geod. Az  |
 MO1293|                                                           dddmmss.s |
 MO1293| CP9440 236 RM 1                              9.037 METERS 09202     |
 MO1293| CP9441 236 RM 2                              8.038 METERS 19003     |
 MO1293| CP9439 235                                                2082311.7 |
 MO1293|---------------------------------------------------------------------|
 MO1293
 MO1293                          SUPERSEDED SURVEY CONTROL
 MO1293
 MO1293  NAD 83(1986)-  41 50 23.50996(N)    105 38 23.95914(W) AD(       ) 3
 MO1293  NAD 27      -  41 50 23.61400(N)    105 38 21.97400(W) AD(       ) 3
 MO1293  NGVD 29 (07/19/86) 2122.93   (m)         6965.0    (f) LEVELING    3  
 MO1293
 MO1293.Superseded values are not recommended for survey control.
 MO1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1293.See file dsdata.txt to determine how the superseded data were derived.
 MO1293
 MO1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4686532195(NAD 83)
 MO1293_MARKER: DD = SURVEY DISK
 MO1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1293
 MO1293  HISTORY     - Date     Condition        Report By
 MO1293  HISTORY     - 1948     MONUMENTED       WYGS
 MO1293
 MO1293                          STATION DESCRIPTION
 MO1293
 MO1293'DESCRIBED BY WYOMING GEODETIC SURVEY 1948 (DHK)
 MO1293'THE STATION IS LOCATED IN T. 22 N., R. 73 W., SECTION 31 NW 1/4,
 MO1293'ABOUT 48 MILES AIRLINE NORTH OF LARAMIE, ABOUT 18 MILES AIRLINE
 MO1293'NORTHEAST OF ROCK RIVER, AND ABOUT 18 MILES AIRLINE NORTH-NORTHEAST
 MO1293'OF BOSLER.  THE STATION MARK IS ON THE CREST OF A SMALL KNOLL
 MO1293'ON THE EAST SIDE OF THE LARAMIE RIVER, 788 FEET NORTH OF THE
 MO1293'HEADGATE PIER OF LARAMIE RIVER OUTLET FROM THE WHEATLAND
 MO1293'RESERVOIR, 21 FEET WEST OF THE CENTER LINE OF TRACK ROAD, 6 FEET
 MO1293'WEST OF A WHITE WITNESS POST, A U.S. COAST AND GEODETIC SURVEY
 MO1293'AND STATE SURVEY BRONZE DISK, SET IN A 6 X 6 INCH CONCRETE
 MO1293'POST, PROJECTS 8 INCHES AND STAMPED, 236.
 MO1293'
 MO1293'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MO1293'STATION MARK, PROJECTS 6 INCHES AND STAMPED, 236 NO 1 1948.
 MO1293'
 MO1293'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 MO1293'STATION MARK, PROJECTS 8 INCHES AND STAMPED, 236 NO 2 1948.
 MO1293'
 MO1293'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 MO1293'SURVEY BRONZE DISK, LOCATED ALONG THE ROAD TO THE STATION, 100
 MO1293'YARDS EAST OF A ROCK PILLAR ON EACH SIDE OF THE ROAD, 15 PACES
 MO1293'SOUTH OF THE CENTER LINE OF ROAD, PROJECTS 6 INCHES AND STAMPED,
 MO1293'235.
 MO1293'
 MO1293'TO REACH THE STATION FROM THE POST OFFICE IN BOSLER, GO NORTH
 MO1293'ON U.S. HIGHWAY 30 FOR 10.4 MILES TO A GRADED ROAD ON THE RIGHT,
 MO1293'EAST, AND SIGN KITE RANCH 17.  TURN RIGHT ON GRADED ROAD AND GO 14.8
 MO1293'MILES TO GATE AT TWO LARGE STONE PILLARS.  PASS THROUGH GATE
 MO1293'AND GO 0.1 MILE TO THE AZIMUTH ON THE RIGHT, SOUTH.  CONTINUE
 MO1293'ON ROAD ACROSS THE TOP OF DAM FOR 0.9 MILE TO A RANCH HOUSE
 MO1293'AND BUILDINGS ON THE LEFT, NORTH.  TURN LEFT, NORTH, AND
 MO1293'FOLLOW TRACK ROAD THROUGH THE RANCH YARD FOR ABOUT 0.15
 MO1293'MILE TO THE STATION ON THE LEFT.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0396 ***********************************************************************
 MO0396  DESIGNATION -  24 ARD
 MO0396  PID         -  MO0396
 MO0396  STATE/COUNTY-  WY/ALBANY
 MO0396  USGS QUAD   -  SHEEP ROCK (1981)
 MO0396
 MO0396                         *CURRENT SURVEY CONTROL
 MO0396  ___________________________________________________________________
 MO0396* NAD 83(1986)-  41 44 50.     (N)    105 24 30.     (W)     SCALED    
 MO0396* NAVD 88     -      1916.679  (meters)    6288.30   (feet)  ADJUSTED  
 MO0396  ___________________________________________________________________
 MO0396  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 MO0396  DYNAMIC HT  -        1915.214 (meters)    6283.50  (feet)  COMP
 MO0396  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 MO0396
 MO0396  VERT ORDER  -  SECOND    CLASS 0
 MO0396
 MO0396.The horizontal coordinates were scaled from a topographic map and have
 MO0396.an estimated accuracy of +/- 6 seconds.
 MO0396
 MO0396.The orthometric height was determined by differential leveling
 MO0396.and adjusted by the National Geodetic Survey in June 1991..
 MO0396
 MO0396.The geoid height was determined by GEOID03.
 MO0396
 MO0396.The dynamic height is computed by dividing the NAVD 88
 MO0396.geopotential number by the normal gravity value computed on the
 MO0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0396.degrees latitude (g = 980.6199 gals.).
 MO0396
 MO0396.The modeled gravity was interpolated from observed gravity values.
 MO0396
 MO0396;                    North         East    Units  Estimated Accuracy
 MO0396;SPC WY E     -   138,530.      179,900.      MT  (+/- 180 meters Scaled)
 MO0396
 MO0396                          SUPERSEDED SURVEY CONTROL
 MO0396
 MO0396  NGVD 29 (??/??/92) 1915.751  (m)         6285.26   (f) ADJ UNCH    2 0
 MO0396
 MO0396.Superseded values are not recommended for survey control.
 MO0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0396.See file dsdata.txt to determine how the superseded data were derived.
 MO0396
 MO0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG660217(NAD 83)
 MO0396_MARKER: DD = SURVEY DISK
 MO0396_SETTING: 66 = SET IN ROCK OUTCROP
 MO0396_SP_SET: OUTCROP LEDGE
 MO0396_STAMPING: 24 ARD 1953 6285
 MO0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0396+STABILITY: POSITION/ELEVATION WELL
 MO0396
 MO0396  HISTORY     - Date     Condition        Report By
 MO0396  HISTORY     - 1953     MONUMENTED       USGS
 MO0396  HISTORY     - 1966     GOOD             NGS
 MO0396
 MO0396                          STATION DESCRIPTION
 MO0396
 MO0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0396'36.9 MI SW FROM WHEATLAND.
 MO0396'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0396'WHEATLAND, THENCE 30.2 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0396'NEAR THE EAST END OF A ROCKY CUT, IN THE TOP OF A LEDGE OF AN
 MO0396'OUTCROP, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 106
 MO0396'FEET WEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE OVER SCHOOL
 MO0396'CREEK, 3.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER
 MO0396'THAN THE HIGHWAY, AND 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0457 ***********************************************************************
 OV0457  DESIGNATION -  24 ARD
 OV0457  PID         -  OV0457
 OV0457  STATE/COUNTY-  WY/NATRONA
 OV0457  USGS QUAD   -  MERINO (1968)
 OV0457
 OV0457                         *CURRENT SURVEY CONTROL
 OV0457  ___________________________________________________________________
 OV0457* NAD 83(1986)-  43 10 58.     (N)    106 35 53.     (W)     SCALED    
 OV0457* NAVD 88     -      1704.976  (meters)    5593.74   (feet)  POSTED    
 OV0457  ___________________________________________________________________
 OV0457  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OV0457  DYNAMIC HT  -        1703.940 (meters)    5590.34  (feet)  COMP
 OV0457  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 OV0457
 OV0457  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0457
 OV0457.The horizontal coordinates were scaled from a topographic map and have
 OV0457.an estimated accuracy of +/- 6 seconds.
 OV0457
 OV0457.The orthometric height was determined by differential leveling
 OV0457.and adjusted by the National Geodetic Survey in 1992..
 OV0457.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0457.rate of 0.0 thru 1.0 mm/km.
 OV0457
 OV0457.The geoid height was determined by GEOID03.
 OV0457
 OV0457.The dynamic height is computed by dividing the NAVD 88
 OV0457.geopotential number by the normal gravity value computed on the
 OV0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0457.degrees latitude (g = 980.6199 gals.).
 OV0457
 OV0457.The modeled gravity was interpolated from observed gravity values.
 OV0457
 OV0457;                    North         East    Units  Estimated Accuracy
 OV0457;SPC WYEC     -   398,220.      459,770.      MT  (+/- 180 meters Scaled)
 OV0457
 OV0457                          SUPERSEDED SURVEY CONTROL
 OV0457
 OV0457.No superseded survey control is available for this station.
 OV0457
 OV0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH701823(NAD 83)
 OV0457_MARKER: DB = BENCH MARK DISK
 OV0457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0457_SP_SET: COPPER-CLAD STEEL ROD
 OV0457_STAMPING: 24 ARD 1968
 OV0457_MARK LOGO: USGS  
 OV0457_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0457+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0457
 OV0457  HISTORY     - Date     Condition        Report By
 OV0457  HISTORY     - 1968     MONUMENTED       USGS
 OV0457
 OV0457                          STATION DESCRIPTION
 OV0457
 OV0457'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0457'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0457'12.7 MILES NORTH ALONG COUNTY ROAD TO THE SUMMIT OF A SMALL RISE, 90
 OV0457'FEET SOUTHEAST OF AND 1.5 FEET LOWER THAN THE CENTERLINE OF THE ROAD,
 OV0457'EAST OF A WITNESS POST AND SIGN, SET IN A COPPER-CLAD STEEL ROD
 OV0457'PROJECTING .02 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0838 ***********************************************************************
 PY0838  DESIGNATION -  24 MDC
 PY0838  PID         -  PY0838
 PY0838  STATE/COUNTY-  WY/PARK
 PY0838  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0838
 PY0838                         *CURRENT SURVEY CONTROL
 PY0838  ___________________________________________________________________
 PY0838* NAD 83(1986)-  44 41 28.     (N)    110 30 00.     (W)     SCALED    
 PY0838* NAVD 88     -      2346.535  (meters)    7698.59   (feet)  ADJUSTED  
 PY0838  ___________________________________________________________________
 PY0838  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY0838  DYNAMIC HT  -        2345.010 (meters)    7693.59  (feet)  COMP
 PY0838  MODELED GRAV-     979,883.3   (mgal)                       NAVD 88
 PY0838
 PY0838  VERT ORDER  -  FIRST     CLASS II
 PY0838
 PY0838.The horizontal coordinates were scaled from a topographic map and have
 PY0838.an estimated accuracy of +/- 6 seconds.
 PY0838
 PY0838.The orthometric height was determined by differential leveling
 PY0838.and adjusted by the National Geodetic Survey in June 1991..
 PY0838
 PY0838.The geoid height was determined by GEOID03.
 PY0838
 PY0838.The dynamic height is computed by dividing the NAVD 88
 PY0838.geopotential number by the normal gravity value computed on the
 PY0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0838.degrees latitude (g = 980.6199 gals.).
 PY0838
 PY0838.The modeled gravity was interpolated from observed gravity values.
 PY0838
 PY0838;                    North         East    Units  Estimated Accuracy
 PY0838;SPC WYWC     -   467,030.      461,290.      MT  (+/- 180 meters Scaled)
 PY0838
 PY0838                          SUPERSEDED SURVEY CONTROL
 PY0838
 PY0838  NGVD 29 (08/20/92) 2345.145  (m)         7694.03   (f) ADJUSTED    1 2
 PY0838
 PY0838.Superseded values are not recommended for survey control.
 PY0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0838.See file dsdata.txt to determine how the superseded data were derived.
 PY0838
 PY0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ396487(NAD 83)
 PY0838_MARKER: DB = BENCH MARK DISK
 PY0838_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0838_SP_SET: HEADWALL
 PY0838_STAMPING: 24 MDC 1976 7693
 PY0838_MARK LOGO: USGS  
 PY0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0838+STABILITY: SURFACE MOTION
 PY0838
 PY0838  HISTORY     - Date     Condition        Report By
 PY0838  HISTORY     - 1976     MONUMENTED       USGS
 PY0838  HISTORY     - 1987     GOOD             NGS
 PY0838  HISTORY     - 1988     GOOD             USGS
 PY0838
 PY0838                          STATION DESCRIPTION
 PY0838
 PY0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0838'5.7 KM (3.55 MI) SOUTH FROM CANYON VILLAGE.
 PY0838'5.7 KM (3.55 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0838'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 0.3 M
 PY0838'(1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF
 PY0838'A STONE CULVERT, AND 5.9 M (19.4 FT) SOUTHWEST OF THE CENTERLINE OF
 PY0838'THE HIGHWAY.
 PY0838'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PY0838
 PY0838                          STATION RECOVERY (1988)
 PY0838
 PY0838'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1120 ***********************************************************************
 PY1120  DESIGNATION -  24 MDC
 PY1120  PID         -  PY1120
 PY1120  STATE/COUNTY-  WY/TETON
 PY1120  USGS QUAD   -  FLAGG RANCH (1996)
 PY1120
 PY1120                         *CURRENT SURVEY CONTROL
 PY1120  ___________________________________________________________________
 PY1120* NAD 83(1986)-  44 00 41.     (N)    110 41 54.     (W)     SCALED    
 PY1120* NAVD 88     -      2116.613  (meters)    6944.25   (feet)  ADJUSTED  
 PY1120  ___________________________________________________________________
 PY1120  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY1120  DYNAMIC HT  -        2115.284 (meters)    6939.89  (feet)  COMP
 PY1120  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 PY1120
 PY1120  VERT ORDER  -  FIRST     CLASS II
 PY1120
 PY1120.The horizontal coordinates were scaled from a topographic map and have
 PY1120.an estimated accuracy of +/- 6 seconds.
 PY1120
 PY1120.The orthometric height was determined by differential leveling
 PY1120.and adjusted by the National Geodetic Survey in June 1991..
 PY1120
 PY1120.The geoid height was determined by GEOID03.
 PY1120
 PY1120.The dynamic height is computed by dividing the NAVD 88
 PY1120.geopotential number by the normal gravity value computed on the
 PY1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1120.degrees latitude (g = 980.6199 gals.).
 PY1120
 PY1120.The modeled gravity was interpolated from observed gravity values.
 PY1120
 PY1120;                    North         East    Units  Estimated Accuracy
 PY1120;SPC WY W     -   490,200.      750,690.      MT  (+/- 180 meters Scaled)
 PY1120
 PY1120                          SUPERSEDED SURVEY CONTROL
 PY1120
 PY1120.No superseded survey control is available for this station.
 PY1120
 PY1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP241731(NAD 83)
 PY1120_MARKER: DB = BENCH MARK DISK
 PY1120_SETTING: 80 = SET IN A BOULDER
 PY1120_SP_SET: BOULDER
 PY1120_STAMPING: 24 MDC 1977 6939
 PY1120_MARK LOGO: USGS  
 PY1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1120+STABILITY: SURFACE MOTION
 PY1120
 PY1120  HISTORY     - Date     Condition        Report By
 PY1120  HISTORY     - 1977     MONUMENTED       USGS
 PY1120
 PY1120                          STATION DESCRIPTION
 PY1120
 PY1120'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PY1120'3.7 KM (2.30 MI) SOUTH FROM NORTH ENTRANCE GTNP.
 PY1120'GRAND TETON NATIONAL PARK, 2.3 MILES SOUTH OF ALONG HIGHWAY TOWARD
 PY1120'MORAN JUNCTION, FROM THE NORTH BOUNDARY SIGN , ON A LONG DOWNHILL
 PY1120'NORTH-SOUTH TANGENT, AT A GRAVEL TURNOUT ON THE EAST SIDE OF THE
 PY1120'HIGHWAY, ABOUT IN THE CENTER OF THE EAST SIDE OF THE TURNOUT, 73 FEET
 PY1120'EAST OF AND ABOUT LEVEL WITH CENTERLINE OF HIGHWAY, ON THE EAST BANK
 PY1120'OF A DITCH THAT RUNS ALONG THE EAST EDGE OF THE TURNOUT, CEMENTED IN
 PY1120'THE TOP OF 1.5 FOOT BY 2 FOOT SOLIDLY BURIED BOULDER THAT .5 FEET, A
 PY1120'STANDARD TABLET STAMPED 24 MDC 1977 6939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0476 ***********************************************************************
 OU0476  DESIGNATION -  24 RGB
 OU0476  PID         -  OU0476
 OU0476  STATE/COUNTY-  WY/WESTON
 OU0476  USGS QUAD   -  JIM CREEK (1971)
 OU0476
 OU0476                         *CURRENT SURVEY CONTROL
 OU0476  ___________________________________________________________________
 OU0476* NAD 83(1986)-  43 54 53.     (N)    105 04 40.     (W)     SCALED    
 OU0476* NAVD 88     -      1442.069  (meters)    4731.19   (feet)  POSTED    
 OU0476  ___________________________________________________________________
 OU0476  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 OU0476  DYNAMIC HT  -        1441.370 (meters)    4728.89  (feet)  COMP
 OU0476  MODELED GRAV-     980,086.1   (mgal)                       NAVD 88
 OU0476
 OU0476  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0476
 OU0476.The horizontal coordinates were scaled from a topographic map and have
 OU0476.an estimated accuracy of +/- 6 seconds.
 OU0476
 OU0476.The orthometric height was determined by differential leveling
 OU0476.and adjusted by the National Geodetic Survey in 1992..
 OU0476.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0476.rate of 0.0 thru 1.0 mm/km.
 OU0476
 OU0476.The geoid height was determined by GEOID03.
 OU0476
 OU0476.The dynamic height is computed by dividing the NAVD 88
 OU0476.geopotential number by the normal gravity value computed on the
 OU0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0476.degrees latitude (g = 980.6199 gals.).
 OU0476
 OU0476.The modeled gravity was interpolated from observed gravity values.
 OU0476
 OU0476;                    North         East    Units  Estimated Accuracy
 OU0476;SPC WY E     -   379,280.      207,140.      MT  (+/- 180 meters Scaled)
 OU0476
 OU0476                          SUPERSEDED SURVEY CONTROL
 OU0476
 OU0476.No superseded survey control is available for this station.
 OU0476
 OU0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ937624(NAD 83)
 OU0476_MARKER: DB = BENCH MARK DISK
 OU0476_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0476_SP_SET: COPPER-CLAD STEEL ROD
 OU0476_STAMPING: 24 RGB 1971
 OU0476_MARK LOGO: USGS  
 OU0476_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0476+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0476
 OU0476  HISTORY     - Date     Condition        Report By
 OU0476  HISTORY     - 1971     MONUMENTED       USGS
 OU0476
 OU0476                          STATION DESCRIPTION
 OU0476
 OU0476'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0476'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0476'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0476'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0476'ROAD FORK, THENCE 5.0 MILES SOUTH TO A T-ROAD WEST AT CURVE, 17.6
 OU0476'MILES SOUTH OF J. JESSEN RANCH, 0.4 MILES NORTH OF JOE KEELINE RANCH
 OU0476'CAMP, 28 FEET NORTH AND 45 FEET WEST OF THE CENTERLINE OF THE ROAD AT
 OU0476'T-ROAD WEST, 3 FEET EAST OF A WITNESS SIGN, SET IN A COPPER-CLAD
 OU0476'STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0514 ***********************************************************************
 OU0514  DESIGNATION -  24 SJS
 OU0514  PID         -  OU0514
 OU0514  STATE/COUNTY-  WY/CONVERSE
 OU0514  USGS QUAD   -  SPLIT HILL SW (1981)
 OU0514
 OU0514                         *CURRENT SURVEY CONTROL
 OU0514  ___________________________________________________________________
 OU0514* NAD 83(1986)-  43 01 38.     (N)    104 57 45.     (W)     SCALED    
 OU0514* NAVD 88     -      1448.068  (meters)    4750.87   (feet)  ADJUSTED  
 OU0514  ___________________________________________________________________
 OU0514  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 OU0514  DYNAMIC HT  -        1447.258 (meters)    4748.21  (feet)  COMP
 OU0514  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 OU0514
 OU0514  VERT ORDER  -  THIRD
 OU0514
 OU0514.The horizontal coordinates were scaled from a topographic map and have
 OU0514.an estimated accuracy of +/- 6 seconds.
 OU0514
 OU0514.The orthometric height was determined by differential leveling
 OU0514.and adjusted by the National Geodetic Survey in December 1993..
 OU0514
 OU0514.The geoid height was determined by GEOID03.
 OU0514
 OU0514.The dynamic height is computed by dividing the NAVD 88
 OU0514.geopotential number by the normal gravity value computed on the
 OU0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0514.degrees latitude (g = 980.6199 gals.).
 OU0514
 OU0514.The modeled gravity was interpolated from observed gravity values.
 OU0514
 OU0514;                    North         East    Units  Estimated Accuracy
 OU0514;SPC WY E     -   280,700.      216,640.      MT  (+/- 180 meters Scaled)
 OU0514
 OU0514                          SUPERSEDED SURVEY CONTROL
 OU0514
 OU0514.No superseded survey control is available for this station.
 OU0514
 OU0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH030638(NAD 83)
 OU0514_MARKER: DB = BENCH MARK DISK
 OU0514_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0514+WITH SETTING: INFORMATION.
 OU0514_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0514_STAMPING: 24 SJS 1970
 OU0514_MARK LOGO: USGS  
 OU0514_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0514
 OU0514  HISTORY     - Date     Condition        Report By
 OU0514  HISTORY     - 1970     MONUMENTED       USGS
 OU0514
 OU0514                          STATION DESCRIPTION
 OU0514
 OU0514'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0514'FROM THE BOB MANNING RANCH HEADQUARTERS, PROCEED 1.1 MILE (1.8 KM)
 OU0514'SOUTHWEST ALONG ROAD TO A TRACK ROAD NORTHWEST, THENCE PROCEED 4.2
 OU0514'MILES (6.8 KM) NORTHWEST ALONG THE TRACK ROAD, IN THE NE 1/4 OF S.12,
 OU0514'T.35 N., R.68 W., APPROXIMATELY 300 FEET (91.4 M) SOUTHEAST OF A
 OU0514'POINT WHERE THE ROAD GOES OVER A HILL, 30 FEET (9.1 M) SOUTH OF THE
 OU0514'ROAD AND BY A DEEP GULLY, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND
 OU0514'SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0637 ***********************************************************************
 NQ0637  DESIGNATION -  25
 NQ0637  PID         -  NQ0637
 NQ0637  STATE/COUNTY-  WY/CONVERSE
 NQ0637  USGS QUAD   -  WARBONNET PEAK (1992)
 NQ0637
 NQ0637                         *CURRENT SURVEY CONTROL
 NQ0637  ___________________________________________________________________
 NQ0637* NAD 83(1993)-  42 26 05.40001(N)    105 47 38.22615(W)     ADJUSTED  
 NQ0637* NAVD 88     -      2870.     (meters)    9416.     (feet)  SCALED    
 NQ0637  ___________________________________________________________________
 NQ0637  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 NQ0637  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 NQ0637
 NQ0637  HORZ ORDER  -  SECOND
 NQ0637
 NQ0637.The horizontal coordinates were established by classical geodetic methods
 NQ0637.and adjusted by the National Geodetic Survey in January 1997..
 NQ0637
 NQ0637.The orthometric height was scaled from a topographic map.
 NQ0637
 NQ0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0637
 NQ0637.The geoid height was determined by GEOID03.
 NQ0637
 NQ0637;                    North         East     Units Scale Factor Converg.
 NQ0637;SPC WY E     -   215,065.544   148,387.412   MT  0.99997026   -0 25 23.8
 NQ0637;UTM  13      - 4,698,362.416   434,696.169   MT  0.99965247   -0 32 08.7
 NQ0637
 NQ0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0637!SPC WY E     -   0.99955183  x   0.99997026  =   0.99952211
 NQ0637!UTM  13      -   0.99955183  x   0.99965247  =   0.99920446
 NQ0637
 NQ0637                          SUPERSEDED SURVEY CONTROL
 NQ0637
 NQ0637  NAD 83(1986)-  42 26 05.38429(N)    105 47 38.21477(W) AD(       ) 2
 NQ0637  NAD 27      -  42 26 05.50500(N)    105 47 36.20700(W) AD(       ) 2
 NQ0637
 NQ0637.Superseded values are not recommended for survey control.
 NQ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0637.See file dsdata.txt to determine how the superseded data were derived.
 NQ0637
 NQ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG3469698362(NAD 83)
 NQ0637_MARKER: DD = SURVEY DISK
 NQ0637_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0637_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 NQ0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0637+STABILITY: POSITION/ELEVATION WELL
 NQ0637
 NQ0637  HISTORY     - Date     Condition        Report By
 NQ0637  HISTORY     - 1948     MONUMENTED       USFS
 NQ0637
 NQ0637                          STATION DESCRIPTION
 NQ0637
 NQ0637'DESCRIBED BY US FOREST SERVICE 1948
 NQ0637'STATION IS LOCATED IN T. 29 N., R. 75 W., IN MEDICINE BOW
 NQ0637'NATIONAL FOREST, ON HIGHEST POINT IN VICINITY WHICH IS LOCALLY
 NQ0637'KNOWN AS WARBONNET PEAK, ABOUT 31 MILES AIRLINE SOUTHWEST OF
 NQ0637'DOUGLAS, 30 MILES AIRLINE SOUTH OF GLENROCK.
 NQ0637'
 NQ0637'REFERENCE MARK NO. 1 IS A U.S. FOREST SERVICE BRONZE DISK
 NQ0637'SET IN A DRILL HOLE IN BEDROCK, ABOUT 24 INCHES HIGHER THAN
 NQ0637'STATION WARBONNET, PROJECTS 18 INCHES, AND STAMPED, 25 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0401 ***********************************************************************
 MO0401  DESIGNATION -  25 ARD
 MO0401  PID         -  MO0401
 MO0401  STATE/COUNTY-  WY/ALBANY
 MO0401  USGS QUAD   -  SHEEP ROCK (1981)
 MO0401
 MO0401                         *CURRENT SURVEY CONTROL
 MO0401  ___________________________________________________________________
 MO0401* NAD 83(1986)-  41 44 01.     (N)    105 26 47.     (W)     SCALED    
 MO0401* NAVD 88     -      1969.313  (meters)    6460.99   (feet)  ADJUSTED  
 MO0401  ___________________________________________________________________
 MO0401  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 MO0401  DYNAMIC HT  -        1967.822 (meters)    6456.10  (feet)  COMP
 MO0401  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 MO0401
 MO0401  VERT ORDER  -  SECOND    CLASS 0
 MO0401
 MO0401.The horizontal coordinates were scaled from a topographic map and have
 MO0401.an estimated accuracy of +/- 6 seconds.
 MO0401
 MO0401.The orthometric height was determined by differential leveling
 MO0401.and adjusted by the National Geodetic Survey in June 1991..
 MO0401
 MO0401.The geoid height was determined by GEOID03.
 MO0401
 MO0401.The dynamic height is computed by dividing the NAVD 88
 MO0401.geopotential number by the normal gravity value computed on the
 MO0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0401.degrees latitude (g = 980.6199 gals.).
 MO0401
 MO0401.The modeled gravity was interpolated from observed gravity values.
 MO0401
 MO0401;                    North         East    Units  Estimated Accuracy
 MO0401;SPC WY E     -   137,030.      176,730.      MT  (+/- 180 meters Scaled)
 MO0401
 MO0401                          SUPERSEDED SURVEY CONTROL
 MO0401
 MO0401  NGVD 29 (??/??/92) 1968.402  (m)         6458.00   (f) ADJ UNCH    2 0
 MO0401
 MO0401.Superseded values are not recommended for survey control.
 MO0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0401.See file dsdata.txt to determine how the superseded data were derived.
 MO0401
 MO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG628202(NAD 83)
 MO0401_MARKER: DD = SURVEY DISK
 MO0401_SETTING: 66 = SET IN ROCK OUTCROP
 MO0401_SP_SET: 4 X 5 FT OUTCROP
 MO0401_STAMPING: 25 ARD 1953 6457
 MO0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0401+STABILITY: POSITION/ELEVATION WELL
 MO0401
 MO0401  HISTORY     - Date     Condition        Report By
 MO0401  HISTORY     - 1953     MONUMENTED       USGS
 MO0401  HISTORY     - 1966     GOOD             NGS
 MO0401
 MO0401                          STATION DESCRIPTION
 MO0401
 MO0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0401'39.1 MI SW FROM WHEATLAND.
 MO0401'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0401'WHEATLAND, THENCE 32.4 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0401'0.25 MILE WEST OF A DRIVEWAY SOUTH TO A RANCH, IN THE TOP OF A
 MO0401'4- BY 5-FOOT OUTCROP, 47 FEET NORTH OF THE CENTER LINE OF THE
 MO0401'HIGHWAY, 4.6 FEET SOUTH OF A FENCE, 2.2 FEET NORTH OF A WITNESS
 MO0401'POST, ABOUT 7 FEET HIGHER THAN THE HIGHWAY, AND 2 1/2 FEET
 MO0401'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0487 ***********************************************************************
 MQ0487  DESIGNATION -  25 ARD
 MQ0487  PID         -  MQ0487
 MQ0487  STATE/COUNTY-  WY/SWEETWATER
 MQ0487  USGS QUAD   -  HAWKS NEST (1987)
 MQ0487
 MQ0487                         *CURRENT SURVEY CONTROL
 MQ0487  ___________________________________________________________________
 MQ0487* NAD 83(1993)-  41 05 24.72788(N)    109 18 35.62791(W)     ADJUSTED  
 MQ0487* NAVD 88     -      2744.0    (meters)    9003.     (feet)  VERTCON   
 MQ0487  ___________________________________________________________________
 MQ0487  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 MQ0487  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 MQ0487
 MQ0487  HORZ ORDER  -  THIRD
 MQ0487  VERT ORDER  -  THIRD ? (See Below)
 MQ0487
 MQ0487.The horizontal coordinates were established by classical geodetic methods
 MQ0487.and adjusted by the National Geodetic Survey in January 1997..
 MQ0487
 MQ0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0487.The vertical order pertains to the NGVD 29 superseded value.
 MQ0487
 MQ0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0487
 MQ0487.The geoid height was determined by GEOID03.
 MQ0487
 MQ0487;                    North         East     Units Scale Factor Converg.
 MQ0487;SPC WYWC     -    65,688.890   552,960.109   MT  0.99996472   -0 22 04.8
 MQ0487;UTM  12      - 4,550,146.664   641,949.165   MT  0.99984799   +1 06 39.6
 MQ0487
 MQ0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0487!SPC WYWC     -   0.99957197  x   0.99996472  =   0.99953671
 MQ0487!UTM  12      -   0.99957197  x   0.99984799  =   0.99942003
 MQ0487
 MQ0487:                Primary Azimuth Mark                     Grid Az
 MQ0487:SPC WYWC     -  RICHARDS                                 177 29 02.8
 MQ0487:UTM  12      -  RICHARDS                                 176 00 18.4
 MQ0487
 MQ0487|---------------------------------------------------------------------|
 MQ0487| PID    Reference Object                     Distance      Geod. Az  |
 MQ0487|                                                           dddmmss.s |
 MQ0487| MQ0488 RICHARDS                            APPROX. 8.4 KM 1770658.0 |
 MQ0487|---------------------------------------------------------------------|
 MQ0487
 MQ0487                          SUPERSEDED SURVEY CONTROL
 MQ0487
 MQ0487  NAD 83(1993)-  41 05 24.70974(N)    109 18 35.62104(W) AD(       ) 3
 MQ0487  NAD 83(1986)-  41 05 24.70980(N)    109 18 35.62084(W) AD(       ) 3
 MQ0487  NAD 27      -  41 05 24.85382(N)    109 18 33.14334(W) AD(       ) 3
 MQ0487  NGVD 29 (07/19/86) 2742.6    (m)         8998.     (f) LEVELING    3  
 MQ0487
 MQ0487.Superseded values are not recommended for survey control.
 MQ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0487.See file dsdata.txt to determine how the superseded data were derived.
 MQ0487
 MQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL4194950147(NAD 83)
 MQ0487_MARKER: DD = SURVEY DISK
 MQ0487_SETTING: 0 = UNSPECIFIED SETTING
 MQ0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0487
 MQ0487  HISTORY     - Date     Condition        Report By
 MQ0487  HISTORY     - 1955     MONUMENTED       USGS
 MQ0487
 MQ0487                          STATION DESCRIPTION
 MQ0487
 MQ0487'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MQ0487'RAMSEY RANCH, 13.8 MI. SW. OF ALONG RD. OVER LITTLE MOUNTAIN, SEC. 23,
 MQ0487'T 13 N, R 106 W, AT SW. POINT OF MOUNTAIN WHERE RD. LEAVES TOP OF
 MQ0487'HILL, 50 FT. SW. AND 0.4 FT. LOWER THAN RD. OPPOSITE, 40 FT. W. OF W.
 MQ0487'POINT OF TREES, ---25 ARD 1955---, QUADRIPOD PAINTED ---USBM---.
 MQ0487'
 MQ0487'STATION MARK--STANDARD TABLET, STAMPED ---25 ARD 1955---, IN CONCRETE
 MQ0487'POST, PROJECTING 4 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0458 ***********************************************************************
 OV0458  DESIGNATION -  25 ARD
 OV0458  PID         -  OV0458
 OV0458  STATE/COUNTY-  WY/NATRONA
 OV0458  USGS QUAD   -  MERINO (1968)
 OV0458
 OV0458                         *CURRENT SURVEY CONTROL
 OV0458  ___________________________________________________________________
 OV0458* NAD 83(1986)-  43 12 25.     (N)    106 35 49.     (W)     SCALED    
 OV0458* NAVD 88     -      1678.811  (meters)    5507.90   (feet)  POSTED    
 OV0458  ___________________________________________________________________
 OV0458  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OV0458  DYNAMIC HT  -        1677.790 (meters)    5504.55  (feet)  COMP
 OV0458  MODELED GRAV-     979,954.9   (mgal)                       NAVD 88
 OV0458
 OV0458  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0458
 OV0458.The horizontal coordinates were scaled from a topographic map and have
 OV0458.an estimated accuracy of +/- 6 seconds.
 OV0458
 OV0458.The orthometric height was determined by differential leveling
 OV0458.and adjusted by the National Geodetic Survey in 1992..
 OV0458.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0458.rate of 0.0 thru 1.0 mm/km.
 OV0458
 OV0458.The geoid height was determined by GEOID03.
 OV0458
 OV0458.The dynamic height is computed by dividing the NAVD 88
 OV0458.geopotential number by the normal gravity value computed on the
 OV0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0458.degrees latitude (g = 980.6199 gals.).
 OV0458
 OV0458.The modeled gravity was interpolated from observed gravity values.
 OV0458
 OV0458;                    North         East    Units  Estimated Accuracy
 OV0458;SPC WYEC     -   400,910.      459,840.      MT  (+/- 180 meters Scaled)
 OV0458
 OV0458                          SUPERSEDED SURVEY CONTROL
 OV0458
 OV0458.No superseded survey control is available for this station.
 OV0458
 OV0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH702850(NAD 83)
 OV0458_MARKER: DB = BENCH MARK DISK
 OV0458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0458_SP_SET: COPPER-CLAD STEEL ROD
 OV0458_STAMPING: 25 ARD 1968
 OV0458_MARK LOGO: USGS  
 OV0458_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0458+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0458
 OV0458  HISTORY     - Date     Condition        Report By
 OV0458  HISTORY     - 1968     MONUMENTED       USGS
 OV0458
 OV0458                          STATION DESCRIPTION
 OV0458
 OV0458'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0458'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0458'14.6 MILES NORTH ALONG COUNTY ROAD TO AN OLD CROSSING OF THE RAILROAD
 OV0458'AT MERINO, 48 FEET NORTHEAST ALONG THE OLD RAILROAD BED FROM THE
 OV0458'ROAD, 70 FEET EAST OF AND 1.3 FEET LOWER THAN THE CENTERLINE OF THE
 OV0458'ROAD, 1 FOOT WEST OF A WITNESS SIGN ON A STEEL POST, SET IN A
 OV0458'COPPER-CLAD STEEL ROD PROJECTING .01 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0089 ***********************************************************************
 NR0089  DESIGNATION -  25 HA
 NR0089  PID         -  NR0089
 NR0089  STATE/COUNTY-  WY/CARBON
 NR0089  USGS QUAD   -  CHALK HILLS (1984)
 NR0089
 NR0089                         *CURRENT SURVEY CONTROL
 NR0089  ___________________________________________________________________
 NR0089* NAD 83(1986)-  42 16 07.     (N)    106 06 53.     (W)     SCALED    
 NR0089* NAVD 88     -      2110.588  (meters)    6924.49   (feet)  ADJUSTED  
 NR0089  ___________________________________________________________________
 NR0089  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 NR0089  DYNAMIC HT  -        2108.943 (meters)    6919.09  (feet)  COMP
 NR0089  MODELED GRAV-     979,765.9   (mgal)                       NAVD 88
 NR0089
 NR0089  VERT ORDER  -  SECOND    CLASS 0
 NR0089
 NR0089.The horizontal coordinates were scaled from a topographic map and have
 NR0089.an estimated accuracy of +/- 6 seconds.
 NR0089
 NR0089.The orthometric height was determined by differential leveling
 NR0089.and adjusted by the National Geodetic Survey in June 1991..
 NR0089
 NR0089.The geoid height was determined by GEOID03.
 NR0089
 NR0089.The dynamic height is computed by dividing the NAVD 88
 NR0089.geopotential number by the normal gravity value computed on the
 NR0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0089.degrees latitude (g = 980.6199 gals.).
 NR0089
 NR0089.The modeled gravity was interpolated from observed gravity values.
 NR0089
 NR0089;                    North         East    Units  Estimated Accuracy
 NR0089;SPC WYEC     -   297,130.      500,530.      MT  (+/- 180 meters Scaled)
 NR0089
 NR0089                          SUPERSEDED SURVEY CONTROL
 NR0089
 NR0089  NGVD 29 (??/??/92) 2109.537  (m)         6921.04   (f) ADJ UNCH    2 0
 NR0089
 NR0089.Superseded values are not recommended for survey control.
 NR0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0089.See file dsdata.txt to determine how the superseded data were derived.
 NR0089
 NR0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG080802(NAD 83)
 NR0089_MARKER: DD = SURVEY DISK
 NR0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0089_STAMPING: 25 HA 1948
 NR0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0089+STABILITY: SURFACE MOTION
 NR0089
 NR0089  HISTORY     - Date     Condition        Report By
 NR0089  HISTORY     - 1948     MONUMENTED       USGS
 NR0089  HISTORY     - 1959     GOOD             NGS
 NR0089
 NR0089                          STATION DESCRIPTION
 NR0089
 NR0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0089'29.5 MI N FROM MEDICINE BOW.
 NR0089'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0089'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0089'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0089'ABOUT 10.4 MILES NORTHEAST ALONG A DIRT ROAD, 51 FEET EAST OF THE
 NR0089'CENTER LINE OF THE ROAD, IN SECTION 31, R 77 W, T 27 N, ABOUT 1.2 MILE
 NR0089'NORTH OF LITTLE MEDICINE BOW RIVER BRIDGE, ABOUT 1 FOOT BELOW THE
 NR0089'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 NR0089'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0842 ***********************************************************************
 PY0842  CBN         -  This is a Cooperative Base Network Control Station.
 PY0842  DESIGNATION -  25 MDC
 PY0842  PID         -  PY0842
 PY0842  STATE/COUNTY-  WY/PARK
 PY0842  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0842
 PY0842                         *CURRENT SURVEY CONTROL
 PY0842  ___________________________________________________________________
 PY0842* NAD 83(1993)-  44 40 39.40147(N)    110 29 08.88077(W)     ADJUSTED  
 PY0842* NAVD 88     -      2342.474  (meters)    7685.27   (feet)  ADJUSTED  
 PY0842  ___________________________________________________________________
 PY0842  X           -  -1,590,466.724 (meters)                     COMP
 PY0842  Y           -  -4,257,112.523 (meters)                     COMP
 PY0842  Z           -   4,463,585.010 (meters)                     COMP
 PY0842  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 PY0842  ELLIP HEIGHT-        2333.84  (meters)          (09/07/01) GPS OBS
 PY0842  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0842  DYNAMIC HT  -        2340.941 (meters)    7680.24  (feet)  COMP
 PY0842  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 PY0842
 PY0842  HORZ ORDER  -  B
 PY0842  VERT ORDER  -  FIRST     CLASS II
 PY0842  ELLP ORDER  -  FOURTH    CLASS I
 PY0842
 PY0842.The horizontal coordinates were established by GPS observations
 PY0842.and adjusted by the National Geodetic Survey in May 1992..
 PY0842
 PY0842.The orthometric height was determined by differential leveling
 PY0842.and adjusted by the National Geodetic Survey in June 1991..
 PY0842
 PY0842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0842
 PY0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0842
 PY0842.The ellipsoidal height was determined by GPS observations
 PY0842.and is referenced to NAD 83.
 PY0842
 PY0842.The geoid height was determined by GEOID03.
 PY0842
 PY0842.The dynamic height is computed by dividing the NAVD 88
 PY0842.geopotential number by the normal gravity value computed on the
 PY0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0842.degrees latitude (g = 980.6199 gals.).
 PY0842
 PY0842.The modeled gravity was interpolated from observed gravity values.
 PY0842
 PY0842;                    North         East     Units Scale Factor Converg.
 PY0842;SPC WYWC     -   465,505.990   462,380.661   MT  1.00017032   -1 13 14.4
 PY0842;UTM  12      - 4,947,266.722   540,753.437   MT  0.99962042   +0 21 41.6
 PY0842
 PY0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0842!SPC WYWC     -   0.99963420  x   1.00017032  =   0.99980446
 PY0842!UTM  12      -   0.99963420  x   0.99962042  =   0.99925476
 PY0842
 PY0842                          SUPERSEDED SURVEY CONTROL
 PY0842
 PY0842  ELLIP H (05/15/92) 2333.93   (m)                       GP(       ) 4 2
 PY0842  NAD 83(1993)-  44 40 39.39385(N)    110 29 08.86169(W) AD(       ) 1
 PY0842  NAVD 88 (05/28/92) 2342.47   (m)         7685.3    (f) LEVELING    3  
 PY0842  NGVD 29 (08/20/92) 2341.077  (m)         7680.68   (f) ADJUSTED    1 2
 PY0842
 PY0842.Superseded values are not recommended for survey control.
 PY0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0842.See file dsdata.txt to determine how the superseded data were derived.
 PY0842
 PY0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4075347267(NAD 83)
 PY0842_MARKER: DB = BENCH MARK DISK
 PY0842_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0842_SP_SET: HEADWALL
 PY0842_STAMPING: 25 MDC 1976 7680
 PY0842_MARK LOGO: USGS  
 PY0842_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0842+STABILITY: SURFACE MOTION
 PY0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0842+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 PY0842
 PY0842  HISTORY     - Date     Condition        Report By
 PY0842  HISTORY     - 1976     MONUMENTED       USGS
 PY0842  HISTORY     - 1987     GOOD             NGS
 PY0842  HISTORY     - 1987     GOOD             NGS
 PY0842  HISTORY     - 1988     GOOD             USGS
 PY0842  HISTORY     - 20011002 GOOD             NGS
 PY0842
 PY0842                          STATION DESCRIPTION
 PY0842
 PY0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0842'THE STATION WAS RECOVERED AT THIS DATE.
 PY0842'
 PY0842'THE STATION IS LOCATED IN YELLOWSTONE NATIONAL PARK, ABOUT 19.3 KM
 PY0842'(12 MI) SOUTHWEST OF NORRIS JUNCTION,
 PY0842'16.1 KM (10 MI) NORTHEAST OF FISHING BRIDGE AND
 PY0842'7.6 KM (4.75 MI) SOUTH-SOUTHWEST OF CANYON JUNCTION.
 PY0842'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0842'
 PY0842'TO REACH THE STATION FROM CANYON JUNCTION IN YELLOWSTONE NATIONAL
 PY0842'PARK, GO SOUTH FOR 7.6 KM (4.75 MI) ON THE HIGHWAY TO A BRIDGE OVER
 PY0842'ALUM CREEK AND STATION ON THE LEFT, IN THE EASTERLY HEADWALL OF
 PY0842'BRIDGE.
 PY0842'
 PY0842'THE STATION IS A STANDARD USGS DISK
 PY0842'STAMPED---7680 25MDC 1976---,
 PY0842'SET INTO A DRILL HOLE IN THE TOP CENTER OF THE EASTERLY HEADWALL OF
 PY0842'A CONCRETE AND MASONRY BRIDGE.  LOCATED
 PY0842'25.54 METERS (83.8 FT) WEST-NORTHWEST FROM A SIGNPOST WITH WOOD
 PY0842'SIGN, WILDLIFE EXHIBIT AHEAD,
 PY0842'13.26 METERS (43.5 FT) SOUTHEAST FROM A SIGNPOST WITH WOOD SIGN,
 PY0842'YELLOWSTONE RIVER AND TRIBUTARIES CLOSED TO FISHING NEXT 6 MI,
 PY0842'5.91 METERS (19.4 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 PY0842'OF HIGHWAY AND
 PY0842'3.05 METERS (10.0 FT) NORTHWEST FROM A FIBERGLASS HIGHWAY REFLECTOR
 PY0842'POST.
 PY0842'
 PY0842'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0842'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0842'
 PY0842'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0842'
 PY0842'DESCRIBED BY D.L. SPRANGERS.
 PY0842
 PY0842                          STATION RECOVERY (1987)
 PY0842
 PY0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0842'7.7 KM (4.80 MI) SOUTH FROM CANYON VILLAGE.
 PY0842'7.7 KM (4.80 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0842'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR THE CENTER OF THE
 PY0842'NORTHEAST HEADWALL OF A STONE CULVERT SPANNING ALUM CREEK, AND 5.0 M
 PY0842'(16.4 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0842'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PY0842
 PY0842                          STATION RECOVERY (1988)
 PY0842
 PY0842'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0842'RECOVERED IN GOOD CONDITION.
 PY0842
 PY0842                          STATION RECOVERY (2001)
 PY0842
 PY0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 PY0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1121 ***********************************************************************
 PY1121  DESIGNATION -  25 MDC
 PY1121  PID         -  PY1121
 PY1121  STATE/COUNTY-  WY/TETON
 PY1121  USGS QUAD   -  FLAGG RANCH (1996)
 PY1121
 PY1121                         *CURRENT SURVEY CONTROL
 PY1121  ___________________________________________________________________
 PY1121* NAD 83(1986)-  44 00 26.     (N)    110 40 55.     (W)     SCALED    
 PY1121* NAVD 88     -      2070.998  (meters)    6794.60   (feet)  ADJUSTED  
 PY1121  ___________________________________________________________________
 PY1121  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY1121  DYNAMIC HT  -        2069.683 (meters)    6790.28  (feet)  COMP
 PY1121  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 PY1121
 PY1121  VERT ORDER  -  FIRST     CLASS II
 PY1121
 PY1121.The horizontal coordinates were scaled from a topographic map and have
 PY1121.an estimated accuracy of +/- 6 seconds.
 PY1121
 PY1121.The orthometric height was determined by differential leveling
 PY1121.and adjusted by the National Geodetic Survey in June 1991..
 PY1121
 PY1121.The geoid height was determined by GEOID03.
 PY1121
 PY1121.The dynamic height is computed by dividing the NAVD 88
 PY1121.geopotential number by the normal gravity value computed on the
 PY1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1121.degrees latitude (g = 980.6199 gals.).
 PY1121
 PY1121.The modeled gravity was interpolated from observed gravity values.
 PY1121
 PY1121;                    North         East    Units  Estimated Accuracy
 PY1121;SPC WY W     -   489,730.      752,000.      MT  (+/- 180 meters Scaled)
 PY1121
 PY1121                          SUPERSEDED SURVEY CONTROL
 PY1121
 PY1121.No superseded survey control is available for this station.
 PY1121
 PY1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP254727(NAD 83)
 PY1121_MARKER: DB = BENCH MARK DISK
 PY1121_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1121_SP_SET: CULVERT HEADWALL
 PY1121_STAMPING: 25 MDC 1977 6790
 PY1121_MARK LOGO: USGS  
 PY1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1121+STABILITY: SURFACE MOTION
 PY1121
 PY1121  HISTORY     - Date     Condition        Report By
 PY1121  HISTORY     - 1977     MONUMENTED       USGS
 PY1121
 PY1121                          STATION DESCRIPTION
 PY1121
 PY1121'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PY1121'4.9 KM (3.05 MI) SOUTH FROM NORTH ENTRANCE GTNP.
 PY1121'GRAND TETON NATIONAL PARK, 3.05 MILES SOUTH OF, ALONG HIGHWAY TOWARD
 PY1121'MORAN JUNCTION FROM THE NORTH BOUNDARY SIGN, NEAR THE BASE OF A HILL,
 PY1121'AT A CONCRETE BOX CULVERT UNDER THE HIGHWAY, 37 FEET WEST OF AND 10
 PY1121'FEET LOWER THAN CENTERLINE OF HIGHWAY, SET IN TOP OF NORTH END OF
 PY1121'WEST CONCRETE HEADWALL, A STANDARD TABLET STAMPED 25 MDC 1977 6790.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0475 ***********************************************************************
 OU0475  DESIGNATION -  25 RGB
 OU0475  PID         -  OU0475
 OU0475  STATE/COUNTY-  WY/WESTON
 OU0475  USGS QUAD   -  JIM CREEK (1971)
 OU0475
 OU0475                         *CURRENT SURVEY CONTROL
 OU0475  ___________________________________________________________________
 OU0475* NAD 83(1986)-  43 56 10.     (N)    105 03 19.     (W)     SCALED    
 OU0475* NAVD 88     -      1408.316  (meters)    4620.45   (feet)  POSTED    
 OU0475  ___________________________________________________________________
 OU0475  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 OU0475  DYNAMIC HT  -        1407.650 (meters)    4618.27  (feet)  COMP
 OU0475  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 OU0475
 OU0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0475
 OU0475.The horizontal coordinates were scaled from a topographic map and have
 OU0475.an estimated accuracy of +/- 6 seconds.
 OU0475
 OU0475.The orthometric height was determined by differential leveling
 OU0475.and adjusted by the National Geodetic Survey in 1992..
 OU0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0475.rate of 0.0 thru 1.0 mm/km.
 OU0475
 OU0475.The geoid height was determined by GEOID03.
 OU0475
 OU0475.The dynamic height is computed by dividing the NAVD 88
 OU0475.geopotential number by the normal gravity value computed on the
 OU0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0475.degrees latitude (g = 980.6199 gals.).
 OU0475
 OU0475.The modeled gravity was interpolated from observed gravity values.
 OU0475
 OU0475;                    North         East    Units  Estimated Accuracy
 OU0475;SPC WY E     -   381,660.      208,940.      MT  (+/- 180 meters Scaled)
 OU0475
 OU0475                          SUPERSEDED SURVEY CONTROL
 OU0475
 OU0475.No superseded survey control is available for this station.
 OU0475
 OU0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ955647(NAD 83)
 OU0475_MARKER: DB = BENCH MARK DISK
 OU0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0475_SP_SET: COPPER-CLAD STEEL ROD
 OU0475_STAMPING: 25 RGB 1971
 OU0475_MARK LOGO: USGS  
 OU0475_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0475+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0475
 OU0475  HISTORY     - Date     Condition        Report By
 OU0475  HISTORY     - 1971     MONUMENTED       USGS
 OU0475
 OU0475                          STATION DESCRIPTION
 OU0475
 OU0475'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0475'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0475'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0475'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0475'ROAD FORK, THENCE 2.9 MILES SOUTH TO A ROAD JUNCTION, 15.5 MILES
 OU0475'SOUTH OF J. JESSEN RANCH, 31 FEET WEST OF THE CENTERLINE OF THE ROAD
 OU0475'AT JUNCTION, 3 FEET EAST OF A WITNESS SIGN, SET IN A COPPER-CLAD
 OU0475'STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0515 ***********************************************************************
 OU0515  DESIGNATION -  25 SJS
 OU0515  PID         -  OU0515
 OU0515  STATE/COUNTY-  WY/CONVERSE
 OU0515  USGS QUAD   -  SPLIT HILL SW (1981)
 OU0515
 OU0515                         *CURRENT SURVEY CONTROL
 OU0515  ___________________________________________________________________
 OU0515* NAD 83(1986)-  43 01 01.     (N)    104 56 19.     (W)     SCALED    
 OU0515* NAVD 88     -      1486.068  (meters)    4875.54   (feet)  ADJUSTED  
 OU0515  ___________________________________________________________________
 OU0515  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 OU0515  DYNAMIC HT  -        1485.240 (meters)    4872.82  (feet)  COMP
 OU0515  MODELED GRAV-     980,010.2   (mgal)                       NAVD 88
 OU0515
 OU0515  VERT ORDER  -  THIRD
 OU0515
 OU0515.The horizontal coordinates were scaled from a topographic map and have
 OU0515.an estimated accuracy of +/- 6 seconds.
 OU0515
 OU0515.The orthometric height was determined by differential leveling
 OU0515.and adjusted by the National Geodetic Survey in December 1993..
 OU0515
 OU0515.The geoid height was determined by GEOID03.
 OU0515
 OU0515.The dynamic height is computed by dividing the NAVD 88
 OU0515.geopotential number by the normal gravity value computed on the
 OU0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0515.degrees latitude (g = 980.6199 gals.).
 OU0515
 OU0515.The modeled gravity was interpolated from observed gravity values.
 OU0515
 OU0515;                    North         East    Units  Estimated Accuracy
 OU0515;SPC WY E     -   279,560.      218,590.      MT  (+/- 180 meters Scaled)
 OU0515
 OU0515                          SUPERSEDED SURVEY CONTROL
 OU0515
 OU0515.No superseded survey control is available for this station.
 OU0515
 OU0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH050626(NAD 83)
 OU0515_MARKER: DB = BENCH MARK DISK
 OU0515_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0515+WITH SETTING: INFORMATION.
 OU0515_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0515_STAMPING: 25 SJS 1970
 OU0515_MARK LOGO: USGS  
 OU0515_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0515
 OU0515  HISTORY     - Date     Condition        Report By
 OU0515  HISTORY     - 1970     MONUMENTED       USGS
 OU0515
 OU0515                          STATION DESCRIPTION
 OU0515
 OU0515'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0515'FROM THE BOB MANNING RANCH HEADQUARTERS, PROCEED 1.1 MILE (1.8 KM)
 OU0515'SOUTHWEST ALONG ROAD TO A TRACK ROAD NORTHWEST, THENCE PROCEED 2.6
 OU0515'MILES (4.2 KM) NORTHWEST ALONG THE TRACK ROAD, NEAR THE NORTHWEST
 OU0515'CORNER OF S.17, T.35 N., R.67 W., 32 FEET (9.8 M) NORTH ALONG A
 OU0515'NORTH-SOUTH FENCE FROM AN EAST-WEST FENCE, 2 FEET (0.6 M) SOUTH OF A
 OU0515'FENCE, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND SET ON A
 OU0515'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0378 ***********************************************************************
 MO0378  DESIGNATION -  25 WWC
 MO0378  PID         -  MO0378
 MO0378  STATE/COUNTY-  WY/PLATTE
 MO0378  USGS QUAD   -  NATWICK SW (1981)
 MO0378
 MO0378                         *CURRENT SURVEY CONTROL
 MO0378  ___________________________________________________________________
 MO0378* NAD 83(1986)-  41 51 22.     (N)    105 13 07.     (W)     SCALED    
 MO0378* NAVD 88     -      1641.603  (meters)    5385.83   (feet)  ADJUSTED  
 MO0378  ___________________________________________________________________
 MO0378  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 MO0378  DYNAMIC HT  -        1640.475 (meters)    5382.13  (feet)  COMP
 MO0378  MODELED GRAV-     979,876.3   (mgal)                       NAVD 88
 MO0378
 MO0378  VERT ORDER  -  SECOND    CLASS 0
 MO0378
 MO0378.The horizontal coordinates were scaled from a topographic map and have
 MO0378.an estimated accuracy of +/- 6 seconds.
 MO0378
 MO0378.The orthometric height was determined by differential leveling
 MO0378.and adjusted by the National Geodetic Survey in June 1991..
 MO0378
 MO0378.The geoid height was determined by GEOID03.
 MO0378
 MO0378.The dynamic height is computed by dividing the NAVD 88
 MO0378.geopotential number by the normal gravity value computed on the
 MO0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0378.degrees latitude (g = 980.6199 gals.).
 MO0378
 MO0378.The modeled gravity was interpolated from observed gravity values.
 MO0378
 MO0378;                    North         East    Units  Estimated Accuracy
 MO0378;SPC WY E     -   150,600.      195,690.      MT  (+/- 180 meters Scaled)
 MO0378
 MO0378                          SUPERSEDED SURVEY CONTROL
 MO0378
 MO0378  NGVD 29 (??/??/92) 1640.789  (m)         5383.16   (f) ADJ UNCH    2 0
 MO0378
 MO0378.Superseded values are not recommended for survey control.
 MO0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0378.See file dsdata.txt to determine how the superseded data were derived.
 MO0378
 MO0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG818338(NAD 83)
 MO0378_MARKER: DD = SURVEY DISK
 MO0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0378_STAMPING: 25 WWC 1951 5383
 MO0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0378+STABILITY: SURFACE MOTION
 MO0378
 MO0378  HISTORY     - Date     Condition        Report By
 MO0378  HISTORY     - 1951     MONUMENTED       USGS
 MO0378  HISTORY     - 1966     GOOD             NGS
 MO0378
 MO0378                          STATION DESCRIPTION
 MO0378
 MO0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0378'23.8 MI SW FROM WHEATLAND.
 MO0378'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0378'WHEATLAND, THENCE 17.15 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0378'AT THE JUNCTION OF A DIRT ROAD WEST, 72 FEET EAST OF THE CENTER
 MO0378'LINE OF THE HIGHWAY, 158 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION,
 MO0378'159 FEET NORTH OF THE NORTH END OF A GATE, 3.0 FEET WEST OF A FENCE,
 MO0378'1.7 FEET NORTH OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE
 MO0378'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MO0378'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0670 ***********************************************************************
 MO0670  DESIGNATION -  250
 MO0670  PID         -  MO0670
 MO0670  STATE/COUNTY-  WY/ALBANY
 MO0670  USGS QUAD   -  DOWNEY LAKES (1978)
 MO0670
 MO0670                         *CURRENT SURVEY CONTROL
 MO0670  ___________________________________________________________________
 MO0670* NAD 83(1986)-  41 03 07.     (N)    105 51 19.     (W)     SCALED    
 MO0670* NAVD 88     -      2312.041  (meters)    7585.42   (feet)  ADJUSTED  
 MO0670  ___________________________________________________________________
 MO0670  GEOID HEIGHT-         -11.15  (meters)                     GEOID03
 MO0670  DYNAMIC HT  -        2309.910 (meters)    7578.43  (feet)  COMP
 MO0670  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 MO0670
 MO0670  VERT ORDER  -  SECOND    CLASS 0
 MO0670
 MO0670.The horizontal coordinates were scaled from a topographic map and have
 MO0670.an estimated accuracy of +/- 6 seconds.
 MO0670
 MO0670.The orthometric height was determined by differential leveling
 MO0670.and adjusted by the National Geodetic Survey in June 1991..
 MO0670
 MO0670.The geoid height was determined by GEOID03.
 MO0670
 MO0670.The dynamic height is computed by dividing the NAVD 88
 MO0670.geopotential number by the normal gravity value computed on the
 MO0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0670.degrees latitude (g = 980.6199 gals.).
 MO0670
 MO0670.The modeled gravity was interpolated from observed gravity values.
 MO0670
 MO0670;                    North         East    Units  Estimated Accuracy
 MO0670;SPC WY E     -    61,520.      142,110.      MT  (+/- 180 meters Scaled)
 MO0670
 MO0670                          SUPERSEDED SURVEY CONTROL
 MO0670
 MO0670  NGVD 29 (??/??/92) 2310.887  (m)         7581.64   (f) ADJ UNCH    2 0
 MO0670
 MO0670.Superseded values are not recommended for survey control.
 MO0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0670.See file dsdata.txt to determine how the superseded data were derived.
 MO0670
 MO0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF281448(NAD 83)
 MO0670_MARKER: DB = BENCH MARK DISK
 MO0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0670_STAMPING: 250
 MO0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0670+STABILITY: SURFACE MOTION
 MO0670
 MO0670  HISTORY     - Date     Condition        Report By
 MO0670  HISTORY     - UNK      MONUMENTED       WYHD
 MO0670  HISTORY     - 1951     GOOD             NGS
 MO0670
 MO0670                          STATION DESCRIPTION
 MO0670
 MO0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MO0670'17.8 MI SE FROM WOODS LANDING.
 MO0670'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0670'RIVER BRIDGE AT WOODS LANDING, THENCE 9.4 MILES NORTHEAST ALONG
 MO0670'A WINDING GRAVELED ROAD, THENCE 0.15 MILE SOUTH ACROSS A PASTURE
 MO0670'TO THE TOP OF A LARGE ROUND KNOLL, 5 FEET NORTHWEST OF A ROCK
 MO0670'CAIRN, 6 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 MO0670'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0673 ***********************************************************************
 MO0673  DESIGNATION -  251
 MO0673  PID         -  MO0673
 MO0673  STATE/COUNTY-  WY/ALBANY
 MO0673  USGS QUAD   -  DOWNEY LAKES (1978)
 MO0673
 MO0673                         *CURRENT SURVEY CONTROL
 MO0673  ___________________________________________________________________
 MO0673* NAD 83(1993)-  41 03 14.12281(N)    105 51 56.07139(W)     ADJUSTED  
 MO0673* NAVD 88     -      2326.331  (meters)    7632.30   (feet)  ADJUSTED  
 MO0673  ___________________________________________________________________
 MO0673  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 MO0673  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 MO0673  DYNAMIC HT  -        2324.184 (meters)    7625.26  (feet)  COMP
 MO0673  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 MO0673
 MO0673  HORZ ORDER  -  SECOND
 MO0673  VERT ORDER  -  SECOND    CLASS 0
 MO0673
 MO0673.The horizontal coordinates were established by classical geodetic methods
 MO0673.and adjusted by the National Geodetic Survey in January 1997..
 MO0673
 MO0673.The orthometric height was determined by differential leveling
 MO0673.and adjusted by the National Geodetic Survey in June 1991..
 MO0673
 MO0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0673
 MO0673.The geoid height was determined by GEOID03.
 MO0673
 MO0673.The dynamic height is computed by dividing the NAVD 88
 MO0673.geopotential number by the normal gravity value computed on the
 MO0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0673.degrees latitude (g = 980.6199 gals.).
 MO0673
 MO0673.The modeled gravity was interpolated from observed gravity values.
 MO0673
 MO0673;                    North         East     Units Scale Factor Converg.
 MO0673;SPC WY E     -    61,744.432   141,248.604   MT  0.99997997   -0 27 32.5
 MO0673;SPC CO N     -   495,914.431   883,667.550   MT  1.00005512   -0 14 10.4
 MO0673;SPC CO N     - 1,627,012.60  2,899,165.95   sFT  1.00005512   -0 14 10.4
 MO0673;UTM  13      - 4,545,103.915   427,262.759   MT  0.99966511   -0 34 06.6
 MO0673
 MO0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0673!SPC WY E     -   0.99963697  x   0.99997997  =   0.99961695
 MO0673!SPC CO N     -   0.99963697  x   1.00005512  =   0.99969207
 MO0673!UTM  13      -   0.99963697  x   0.99966511  =   0.99930220
 MO0673
 MO0673|---------------------------------------------------------------------|
 MO0673| PID    Reference Object                     Distance      Geod. Az  |
 MO0673|                                                           dddmmss.s |
 MO0673| MO0671 251 RM 2                              8.238 METERS 09424     |
 MO0673| MO0675 252                                                2630014.4 |
 MO0673| MO0672 251 RM 1                             10.248 METERS 31115     |
 MO0673|---------------------------------------------------------------------|
 MO0673
 MO0673                          SUPERSEDED SURVEY CONTROL
 MO0673
 MO0673  NAD 83(1993)-  41 03 14.11441(N)    105 51 56.07217(W) AD(       ) 2
 MO0673  NAD 83(1986)-  41 03 14.11406(N)    105 51 56.07118(W) AD(       ) 2
 MO0673  NAD 27      -  41 03 14.19700(N)    105 51 54.06700(W) AD(       ) 2
 MO0673  NGVD 29 (??/??/92) 2325.175  (m)         7628.51   (f) ADJ UNCH    2 0
 MO0673
 MO0673.Superseded values are not recommended for survey control.
 MO0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0673.See file dsdata.txt to determine how the superseded data were derived.
 MO0673
 MO0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF2726345104(NAD 83)
 MO0673_MARKER: DB = BENCH MARK DISK
 MO0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0673_STAMPING: 251
 MO0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0673+STABILITY: SURFACE MOTION
 MO0673
 MO0673  HISTORY     - Date     Condition        Report By
 MO0673  HISTORY     - 1949     MONUMENTED       WYGS
 MO0673  HISTORY     - 1951     GOOD             CGS
 MO0673  HISTORY     - 1951     GOOD             NGS
 MO0673
 MO0673                          STATION DESCRIPTION
 MO0673
 MO0673'DESCRIBED BY WYOMING GEODETIC SURVEY 1949 (DHK)
 MO0673'THE STATION IS LOCATED ABOUT 22 MILES AIR LINE SOUTHWEST OF
 MO0673'LARAMIE ON THE NORTH SIDE OF THE ROAD BETWEEN WYCOLA AND TIE
 MO0673'SIDING, ON A SMALL HILL.  THERE IS HIGHER GROUND TO THE SOUTH
 MO0673'BUT SLOPES GRADUALLY TO THE NORTH AND IS IN OPEN COUNTRY.  THE
 MO0673'STATION MARK, A U.S. COAST AND GEODETIC SURVEY AND STATE
 MO0673'SURVEY MARK IS 37 PACES NORTH OF THE CENTER LINE OF ROAD, 9
 MO0673'FEET NORTH OF A 4 X 4 WITNESS POST SET IN TOP OF A 6 X 6
 MO0673'CONCRETE POST, PROJECTS 4 INCHES AND IS STAMPED, 251.
 MO0673'
 MO0673'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MO0673'THE STATION, 8 PACES SOUTHWEST OF THE HIGHEST POINT, PROJECTS
 MO0673'4 INCHES AND IS STAMPED, 251 NO 1 1949.
 MO0673'
 MO0673'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT HIGHER THAN THE
 MO0673'STATION, PROJECTS 8 INCHES AND IS STAMPED, 251 NO 2 1949.
 MO0673'
 MO0673'THE AZIMUTH MARK, A U.S. COAST AND GEODETIC SURVEY AND STATE
 MO0673'SURVEY MARK IS LOCATED ON THE SOUTH SLOPE OF KNOLL, 0.15 MILE
 MO0673'NORTH OF ROAD, 5 FEET SOUTHEAST OF CAIRN AND 4 X 4 WITNESS
 MO0673'POST, SET IN TOP OF A 6 X 6 CONCRETE POST, PROJECTS 6 INCHES
 MO0673'AND IS STAMPED, 252.  TO REACH GO WESTERLY FOR 1.4 MILES
 MO0673'THENCE RIGHT (NORTH) FOR 0.15 MILE TO MARK.
 MO0673'
 MO0673'TO REACH FROM THE POST OFFICE IN LARAMIE.  GO 1 BLOCK WEST,
 MO0673'THENCE LEFT (SOUTH) ON U.S. HIGHWAY 287 FOR 3.0 MILES TO THE
 MO0673'MONOLITH CEMENT PLANT.  TURN RIGHT, CROSS RAILROAD TRACKS
 MO0673'THENCE LEFT ON GRAVEL ROAD (SOUTHWESTERLY) FOR 4.2 MILES TO
 MO0673'A CATTLE GUARD, CONTINUE SOUTHWEST FOR 3.55 MILES TO A CATTLE
 MO0673'GUARD, CONTINUE ON MAIN ROAD FOR 4.75 MILES TO A FORK AT SIGN
 MO0673'WOODEN SHOE RANCH.  TAKE THE LEFT FORK (SOUTHERLY) FOR 4.2
 MO0673'MILES TO A T ROAD.  TURN RIGHT FOR 0.5 MILE TO A
 MO0673'Y-INTERSECTION.  TAKE THE RIGHT FORK FOR 4.6 MILES TO A CATTLE
 MO0673'GUARD.  CONTINUE WESTERLY FOR 2.45 MILES TO TOP OF HILL AND
 MO0673'STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 MO0673
 MO0673                          STATION RECOVERY (1951)
 MO0673
 MO0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 MO0673'5.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0673'RIVER BRIDGE AT WOODS LANDING, THENCE 8.8 MILES NORTHEAST
 MO0673'ALONG A WINDING GRAVELED ROAD, ON TOP OF A SMALL ROCKY KNOLL,
 MO0673'106 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9 FEET NORTHWEST
 MO0673'OF A WITNESS POST, A U.S.C. AND G.S. AND S.S. DISK SET IN
 MO0673'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MO0673'GROUND, STAMPED 251.
 MO0673'
 MO0673'251 R.M. 1 IS 122 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MO0673'33.6 FEET NORTHWEST OF THE TRIANGULATION STATION, A REFERENCE
 MO0673'MARK DISK SET IN THE TOP OF A LARGE GRANITE ROCK, STAMPED
 MO0673'251 NO 1 1949.
 MO0673'
 MO0673'251 R.M. 2 IS 110 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MO0673'27 FEET EAST OF THE TRIANGULATION STATION, A REFERENCE MARK
 MO0673'DISK SET IN THE TOP OF A LARGE GRANITE ROCK, STAMPED 251
 MO0673'NO 2 1949.
 MO0673
 MO0673                          STATION RECOVERY (1951)
 MO0673
 MO0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 MO0673'17 MI SE FROM WOODS LANDING.
 MO0673'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0673'RIVER BRIDGE AT WOODS LANDING, THENCE 8.8 MILES NORTHEAST ALONG
 MO0673'A WINDING GRAVELED ROAD, ON TOP OF A SMALL ROCKY KNOLL, 106 FEET
 MO0673'NORTH OF THE CENTER LINE OF THE ROAD, 9 FEET NORTHWEST OF A
 MO0673'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0673'0.4 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK WAS USED FOR A
 MO0673'TRIANGULATION STATION IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0672 ***********************************************************************
 MO0672  DESIGNATION -  251 RM 1
 MO0672  PID         -  MO0672
 MO0672  STATE/COUNTY-  WY/ALBANY
 MO0672  USGS QUAD   -  DOWNEY LAKES (1978)
 MO0672
 MO0672                         *CURRENT SURVEY CONTROL
 MO0672  ___________________________________________________________________
 MO0672* NAD 83(1986)-  41 03 14.     (N)    105 51 56.     (W)     SCALED    
 MO0672* NAVD 88     -      2326.148  (meters)    7631.70   (feet)  ADJUSTED  
 MO0672  ___________________________________________________________________
 MO0672  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 MO0672  DYNAMIC HT  -        2324.001 (meters)    7624.66  (feet)  COMP
 MO0672  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 MO0672
 MO0672  VERT ORDER  -  SECOND    CLASS 0
 MO0672
 MO0672.The horizontal coordinates were scaled from a topographic map and have
 MO0672.an estimated accuracy of +/- 6 seconds.
 MO0672
 MO0672.The orthometric height was determined by differential leveling
 MO0672.and adjusted by the National Geodetic Survey in June 1991..
 MO0672
 MO0672.The geoid height was determined by GEOID03.
 MO0672
 MO0672.The dynamic height is computed by dividing the NAVD 88
 MO0672.geopotential number by the normal gravity value computed on the
 MO0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0672.degrees latitude (g = 980.6199 gals.).
 MO0672
 MO0672.The modeled gravity was interpolated from observed gravity values.
 MO0672
 MO0672;                    North         East    Units  Estimated Accuracy
 MO0672;SPC WY E     -    61,740.      141,250.      MT  (+/- 180 meters Scaled)
 MO0672
 MO0672                          SUPERSEDED SURVEY CONTROL
 MO0672
 MO0672  NGVD 29 (??/??/92) 2324.992  (m)         7627.91   (f) ADJ UNCH    2 0
 MO0672
 MO0672.Superseded values are not recommended for survey control.
 MO0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0672.See file dsdata.txt to determine how the superseded data were derived.
 MO0672
 MO0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF272451(NAD 83)
 MO0672_MARKER: DR = REFERENCE MARK DISK
 MO0672_SETTING: 66 = SET IN ROCK OUTCROP
 MO0672_SP_SET: GRANITE ROCK
 MO0672_STAMPING: 251 NO 1 1949
 MO0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0672+STABILITY: POSITION/ELEVATION WELL
 MO0672
 MO0672  HISTORY     - Date     Condition        Report By
 MO0672  HISTORY     - 1949     MONUMENTED       CGS
 MO0672  HISTORY     - 1951     GOOD             NGS
 MO0672
 MO0672                          STATION DESCRIPTION
 MO0672
 MO0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MO0672'17 MI SE FROM WOODS LANDING.
 MO0672'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0672'RIVER BRIDGE AT WOODS LANDING, THENCE 8.8 MILES NORTHEAST ALONG
 MO0672'A WINDING GRAVELED ROAD, ON TOP OF A SMALL ROCKY KNOLL, 122 FEET
 MO0672'NORTH OF THE CENTER LINE OF THE ROAD, 33.6 FEET NORTHWEST OF
 MO0672'TRIANGULATION STATION 251 (WYO. GEOD. S.), SET IN THE TOP OF A
 MO0672'LARGE GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0671 ***********************************************************************
 MO0671  DESIGNATION -  251 RM 2
 MO0671  PID         -  MO0671
 MO0671  STATE/COUNTY-  WY/ALBANY
 MO0671  USGS QUAD   -  DOWNEY LAKES (1978)
 MO0671
 MO0671                         *CURRENT SURVEY CONTROL
 MO0671  ___________________________________________________________________
 MO0671* NAD 83(1986)-  41 03 13.     (N)    105 51 54.     (W)     SCALED    
 MO0671* NAVD 88     -      2326.498  (meters)    7632.85   (feet)  ADJUSTED  
 MO0671  ___________________________________________________________________
 MO0671  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 MO0671  DYNAMIC HT  -        2324.351 (meters)    7625.81  (feet)  COMP
 MO0671  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 MO0671
 MO0671  VERT ORDER  -  SECOND    CLASS 0
 MO0671
 MO0671.The horizontal coordinates were scaled from a topographic map and have
 MO0671.an estimated accuracy of +/- 6 seconds.
 MO0671
 MO0671.The orthometric height was determined by differential leveling
 MO0671.and adjusted by the National Geodetic Survey in June 1991..
 MO0671
 MO0671.The geoid height was determined by GEOID03.
 MO0671
 MO0671.The dynamic height is computed by dividing the NAVD 88
 MO0671.geopotential number by the normal gravity value computed on the
 MO0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0671.degrees latitude (g = 980.6199 gals.).
 MO0671
 MO0671.The modeled gravity was interpolated from observed gravity values.
 MO0671
 MO0671;                    North         East    Units  Estimated Accuracy
 MO0671;SPC WY E     -    61,710.      141,300.      MT  (+/- 180 meters Scaled)
 MO0671
 MO0671                          SUPERSEDED SURVEY CONTROL
 MO0671
 MO0671  NGVD 29 (??/??/92) 2325.342  (m)         7629.06   (f) ADJ UNCH    2 0
 MO0671
 MO0671.Superseded values are not recommended for survey control.
 MO0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0671.See file dsdata.txt to determine how the superseded data were derived.
 MO0671
 MO0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF273450(NAD 83)
 MO0671_MARKER: DR = REFERENCE MARK DISK
 MO0671_SETTING: 66 = SET IN ROCK OUTCROP
 MO0671_SP_SET: GRANITE ROCK
 MO0671_STAMPING: 251 NO 2 1949
 MO0671_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0671+STABILITY: POSITION/ELEVATION WELL
 MO0671
 MO0671  HISTORY     - Date     Condition        Report By
 MO0671  HISTORY     - 1949     MONUMENTED       CGS
 MO0671  HISTORY     - 1951     GOOD             NGS
 MO0671
 MO0671                          STATION DESCRIPTION
 MO0671
 MO0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MO0671'17 MI SE FROM WOODS LANDING.
 MO0671'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0671'RIVER BRIDGE AT WOODS LANDING, THENCE 8.8 MILES NORTHEAST ALONG
 MO0671'A WINDING GRAVELED ROAD, ON TOP OF A SMALL ROCKY KNOLL, 110 FEET
 MO0671'NORTH OF THE CENTER LINE OF THE ROAD, 27.0 FEET EAST OF
 MO0671'TRIANGULATION STATION 251 (WYO. GEOD. S.), SET IN THE TOP OF A
 MO0671'LARGE GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0675 ***********************************************************************
 MO0675  DESIGNATION -  252
 MO0675  PID         -  MO0675
 MO0675  STATE/COUNTY-  WY/ALBANY
 MO0675  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0675
 MO0675                         *CURRENT SURVEY CONTROL
 MO0675  ___________________________________________________________________
 MO0675* NAD 83(1986)-  41 02 58.     (N)    105 53 33.     (W)     SCALED    
 MO0675* NAVD 88     -      2305.054  (meters)    7562.50   (feet)  ADJUSTED  
 MO0675  ___________________________________________________________________
 MO0675  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 MO0675  DYNAMIC HT  -        2302.902 (meters)    7555.44  (feet)  COMP
 MO0675  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 MO0675
 MO0675  VERT ORDER  -  SECOND    CLASS 0
 MO0675
 MO0675.The horizontal coordinates were scaled from a topographic map and have
 MO0675.an estimated accuracy of +/- 6 seconds.
 MO0675
 MO0675.The orthometric height was determined by differential leveling
 MO0675.and adjusted by the National Geodetic Survey in June 1991..
 MO0675
 MO0675.The geoid height was determined by GEOID03.
 MO0675
 MO0675.The dynamic height is computed by dividing the NAVD 88
 MO0675.geopotential number by the normal gravity value computed on the
 MO0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0675.degrees latitude (g = 980.6199 gals.).
 MO0675
 MO0675.The modeled gravity was interpolated from observed gravity values.
 MO0675
 MO0675;                    North         East    Units  Estimated Accuracy
 MO0675;SPC WY E     -    61,270.      138,980.      MT  (+/- 180 meters Scaled)
 MO0675
 MO0675                          SUPERSEDED SURVEY CONTROL
 MO0675
 MO0675  NGVD 29 (??/??/92) 2303.874  (m)         7558.63   (f) ADJ UNCH    2 0
 MO0675
 MO0675.Superseded values are not recommended for survey control.
 MO0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0675.See file dsdata.txt to determine how the superseded data were derived.
 MO0675
 MO0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF249446(NAD 83)
 MO0675_MARKER: DB = BENCH MARK DISK
 MO0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0675_STAMPING: 252
 MO0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0675+STABILITY: SURFACE MOTION
 MO0675
 MO0675  HISTORY     - Date     Condition        Report By
 MO0675  HISTORY     - 1934     MONUMENTED       WYGS
 MO0675  HISTORY     - 1951     GOOD             NGS
 MO0675
 MO0675                          STATION DESCRIPTION
 MO0675
 MO0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MO0675'15.8 MI SE FROM WOODS LANDING.
 MO0675'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0675'RIVER BRIDGE AT WOODS LANDING, THENCE 7.45 MILES NORTHEAST ALONG
 MO0675'A WINDING GRAVELED ROAD, THENCE 0.2 MILE NORTHWEST ACROSS A
 MO0675'PASTURE TO THE TOP OF A RIDGE, 3 FEET EAST OF A SMALL ROCK
 MO0675'CAIRN WITH A WITNESS POST IN IT, SET IN THE TOP OF A CONCRETE
 MO0675'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0680 ***********************************************************************
 MO0680  DESIGNATION -  256
 MO0680  PID         -  MO0680
 MO0680  STATE/COUNTY-  WY/ALBANY
 MO0680  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0680
 MO0680                         *CURRENT SURVEY CONTROL
 MO0680  ___________________________________________________________________
 MO0680* NAD 83(1993)-  41 02 12.87200(N)    105 57 30.99309(W)     ADJUSTED  
 MO0680* NAVD 88     -      2397.047  (meters)    7864.31   (feet)  ADJUSTED  
 MO0680  ___________________________________________________________________
 MO0680  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 MO0680  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 MO0680  DYNAMIC HT  -        2394.766 (meters)    7856.83  (feet)  COMP
 MO0680  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 MO0680
 MO0680  HORZ ORDER  -  SECOND
 MO0680  VERT ORDER  -  SECOND    CLASS 0
 MO0680
 MO0680.The horizontal coordinates were established by classical geodetic methods
 MO0680.and adjusted by the National Geodetic Survey in January 1997..
 MO0680
 MO0680.The orthometric height was determined by differential leveling
 MO0680.and adjusted by the National Geodetic Survey in June 1991..
 MO0680
 MO0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0680
 MO0680.The geoid height was determined by GEOID03.
 MO0680
 MO0680.The dynamic height is computed by dividing the NAVD 88
 MO0680.geopotential number by the normal gravity value computed on the
 MO0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0680.degrees latitude (g = 980.6199 gals.).
 MO0680
 MO0680.The modeled gravity was interpolated from observed gravity values.
 MO0680
 MO0680;                    North         East     Units Scale Factor Converg.
 MO0680;SPC WY E     -    59,921.854   133,410.817   MT  0.99999205   -0 31 11.9
 MO0680;SPC CO N     -   494,061.205   875,836.397   MT  1.00005100   -0 17 46.8
 MO0680;SPC CO N     - 1,620,932.47  2,873,473.25   sFT  1.00005100   -0 17 46.8
 MO0680;UTM  13      - 4,543,296.881   419,423.963   MT  0.99967991   -0 37 45.9
 MO0680
 MO0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0680!SPC WY E     -   0.99962587  x   0.99999205  =   0.99961792
 MO0680!SPC CO N     -   0.99962587  x   1.00005100  =   0.99967685
 MO0680!UTM  13      -   0.99962587  x   0.99967991  =   0.99930590
 MO0680
 MO0680|---------------------------------------------------------------------|
 MO0680| PID    Reference Object                     Distance      Geod. Az  |
 MO0680|                                                           dddmmss.s |
 MO0680| MO0679 256 RM 2                              8.872 METERS 07949     |
 MO0680| MO0682 256 AZ MK                                          1992823.4 |
 MO0680| MO0681 256 RM 1                              8.529 METERS 35944     |
 MO0680|---------------------------------------------------------------------|
 MO0680
 MO0680                          SUPERSEDED SURVEY CONTROL
 MO0680
 MO0680  NAD 83(1993)-  41 02 12.86432(N)    105 57 30.99250(W) AD(       ) 2
 MO0680  NAD 83(1986)-  41 02 12.86350(N)    105 57 30.99130(W) AD(       ) 2
 MO0680  NAD 27      -  41 02 12.94800(N)    105 57 28.97000(W) AD(       ) 2
 MO0680  NGVD 29 (??/??/92) 2395.832  (m)         7860.33   (f) ADJ UNCH    2 0
 MO0680
 MO0680.Superseded values are not recommended for survey control.
 MO0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0680.See file dsdata.txt to determine how the superseded data were derived.
 MO0680
 MO0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1942443297(NAD 83)
 MO0680_MARKER: DB = BENCH MARK DISK
 MO0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0680_STAMPING: 256
 MO0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0680+STABILITY: SURFACE MOTION
 MO0680
 MO0680  HISTORY     - Date     Condition        Report By
 MO0680  HISTORY     - 1949     MONUMENTED       WYGS
 MO0680  HISTORY     - 1951     GOOD             CGS
 MO0680  HISTORY     - 1951     GOOD             NGS
 MO0680
 MO0680                          STATION DESCRIPTION
 MO0680
 MO0680'DESCRIBED BY WYOMING GEODETIC SURVEY 1949 (DHK)
 MO0680'THE STATION IS LOCATED ABOUT 24 MILES AIR LINE SOUTHWEST OF
 MO0680'LARAMIE, ABOUT 200 YARDS NORTH OF LINDSEY CREEK, 100 FEET
 MO0680'EAST OF A Y-FORK IN ROAD, 30 FEET NORTH OF THE CENTER LINE
 MO0680'OF THE MAIN TRAVELED ROAD AND 6 FEET SOUTH OF A WHITE WITNESS
 MO0680'POST.  THE STATION MARK IS A U.S. COAST AND GEODETIC AND STATE
 MO0680'SURVEY BRONZE DISK SET IN A 6 X 6 INCH CONCRETE POST, PROJECTS
 MO0680'4 INCHES AND STAMPED, 256.
 MO0680'
 MO0680'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MO0680'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, 256 1949 NO 1.
 MO0680'
 MO0680'REFERENCE MARK NO. 2 IS APPROXIMATELY 18 INCHES LOWER THAN
 MO0680'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, 256 1949 NO 2.
 MO0680'
 MO0680'THE AZIMUTH MARK IS 20 FEET NORTH OF A CATTLE GUARD, 3 FEET
 MO0680'EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WITNESS POST,
 MO0680'PROJECTS 4 INCHES AND STAMPED, 256 1949.
 MO0680'
 MO0680'TO REACH THE STATION FROM THE POST OFFICE IN LARAMIE, GO 1
 MO0680'BLOCK WEST.  TURN LEFT, SOUTH, AND FOLLOW U.S. HIGHWAY 287
 MO0680'FOR 3.0 MILES TO THE MONOLITH CEMENT PLANT ON THE RIGHT.
 MO0680'TURN RIGHT ACROSS RAILROAD TRACK THENCE LEFT ON GRAVELED ROAD,
 MO0680'SOUTHWEST, FOR 4.2 MILES TO CATTLE GUARD.  CONTINUE STRAIGHT
 MO0680'AHEAD ON GRAVELED ROAD FOR 3.4 MILES TO CATTLE GUARD.  CONTINUE
 MO0680'STRAIGHT AHEAD ON MAIN ROAD FOR 5.0 MILES TO FORK AND SIGN
 MO0680'WOODEN SHOE RANCH.  TAKE LEFT FORK AND GO 4.0 MILES TO A
 MO0680'T-ROAD.  TURN RIGHT AND GO 0.5 MILE TO A SIDE ROAD RIGHT.  TURN
 MO0680'RIGHT AND FOLLOW MAIN ROAD FOR 4.4 MILES TO A CATTLE
 MO0680'GUARD.  CONTINUE ON MAIN ROAD FOR 6.9 MILES TO THE REMAINS
 MO0680'OF A OLD CORRAL ON THE RIGHT.  CONTINUE ON MAIN ROAD FOR
 MO0680'0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED ABOVE.  A
 MO0680'DRIVE STATION.
 MO0680'
 MO0680'TO REACH AZIMUTH FROM THE STATION, GO WEST ON ROAD FOR 1.0 MILE
 MO0680'TO CATTLE GUARD AND AZIMUTH MARK AS DESCRIBED ABOVE.
 MO0680
 MO0680                          STATION RECOVERY (1951)
 MO0680
 MO0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 MO0680'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0680'RIVER BRIDGE AT WOODS LANDING, THENCE 3.65 MILES NORTHEAST
 MO0680'ALONG A WINDING GRAVELED ROAD, 0.4 MILE NORTHEAST OF A SMALL
 MO0680'WOODEN BRIDGE OVER A DRY WASH, 27 FEET NORTHWEST OF THE CENTER
 MO0680'LINE OF THE ROAD, 35 FEET EAST OF THE CENTER LINE OF A TRACK
 MO0680'ROAD LEADING NORTH, 8 FEET SOUTHEAST OF A WITNESS POST, A
 MO0680'U.S.C. AND G.S. AND S.S. DISK SET IN THE TOP OF A CONCRETE
 MO0680'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED 256.
 MO0680'
 MO0680'256 R.M. 1 IS 54 FEET NORTHWEST OF THE CENTER LINE OF THE
 MO0680'ROAD, 21 FEET EAST OF THE CENTER LINE OF A TRACK ROAD LEADING
 MO0680'NORTH, 28 FEET NORTHEAST OF THE TRIANGULATION STATION, 23.5
 MO0680'FEET NORTH OF A WITNESS POST, A REFERENCE MARK DISK SET IN THE
 MO0680'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MO0680'GROUND, STAMPED 256 1949 NO. 1.
 MO0680'
 MO0680'256 R.M. 2 IS 22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 MO0680'29.0 FEET NORTHEAST OF THE TRIANGULATION STATION, A REFERENCE
 MO0680'MARK DISK SET IN THE TOP OF A GRANITE ROCK, STAMPED 256 1949
 MO0680'NO 2.
 MO0680'
 MO0680'256 AZIMUTH 1949 IS 0.85 MILE SOUTHWEST OF THE TRIANGULATION
 MO0680'STATION, 0.15 MILE NORTH OF A CORRAL AND A SMALL LOG CABIN,
 MO0680'19 FEET WEST OF THE CENTER LINE OF THE ROAD, 14 FEET WEST OF
 MO0680'THE WEST END OF A CATTLE GUARD, 5 FEET NORTH OF A FENCE, 3
 MO0680'FEET EAST OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE
 MO0680'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MO0680'GROUND, STAMPED 256 1949.
 MO0680
 MO0680                          STATION RECOVERY (1951)
 MO0680
 MO0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 MO0680'11.8 MI SE FROM WOODS LANDING.
 MO0680'8.2 MI S ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 MO0680'BRIDGE AT WOODS LANDING, THENCE 3.65 MILES NE ALONG A WINDING
 MO0680'GRAVELED ROAD, 0.4 MI NE OF A SMALL WOODEN BRIDGE OVER A DRY
 MO0680'WASH, 27 FT NW OF THE CENTER LINE OF THE ROAD, 35 FT E OF THE
 MO0680'CENTER LINE OF A TRACK ROAD LEADING NORTH, 8 FT SE OF A WITNESS
 MO0680'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT
 MO0680'ABOVE THE GROUND.  NOTE-- THIS MARK WAS USED FOR A TRIANGULATION
 MO0680'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0682 ***********************************************************************
 MO0682  DESIGNATION -  256 AZ MK
 MO0682  PID         -  MO0682
 MO0682  STATE/COUNTY-  WY/ALBANY
 MO0682  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0682
 MO0682                         *CURRENT SURVEY CONTROL
 MO0682  ___________________________________________________________________
 MO0682* NAD 83(1986)-  41 01 34.     (N)    105 57 48.     (W)     SCALED    
 MO0682* NAVD 88     -      2414.674  (meters)    7922.14   (feet)  ADJUSTED  
 MO0682  ___________________________________________________________________
 MO0682  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 MO0682  DYNAMIC HT  -        2412.376 (meters)    7914.60  (feet)  COMP
 MO0682  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 MO0682
 MO0682  VERT ORDER  -  SECOND    CLASS 0
 MO0682
 MO0682.The horizontal coordinates were scaled from a topographic map and have
 MO0682.an estimated accuracy of +/- 6 seconds.
 MO0682
 MO0682.The orthometric height was determined by differential leveling
 MO0682.and adjusted by the National Geodetic Survey in June 1991..
 MO0682
 MO0682.The geoid height was determined by GEOID03.
 MO0682
 MO0682.The dynamic height is computed by dividing the NAVD 88
 MO0682.geopotential number by the normal gravity value computed on the
 MO0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0682.degrees latitude (g = 980.6199 gals.).
 MO0682
 MO0682.The modeled gravity was interpolated from observed gravity values.
 MO0682
 MO0682;                    North         East    Units  Estimated Accuracy
 MO0682;SPC WY E     -    58,730.      133,000.      MT  (+/- 180 meters Scaled)
 MO0682
 MO0682                          SUPERSEDED SURVEY CONTROL
 MO0682
 MO0682  NGVD 29 (??/??/92) 2413.46   (m)         7918.2    (f) COMPUTED    2 0
 MO0682
 MO0682.Superseded values are not recommended for survey control.
 MO0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0682.See file dsdata.txt to determine how the superseded data were derived.
 MO0682
 MO0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF190421(NAD 83)
 MO0682_MARKER: DZ = AZIMUTH MARK DISK
 MO0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0682_STAMPING: 256 1949
 MO0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0682+STABILITY: SURFACE MOTION
 MO0682
 MO0682  HISTORY     - Date     Condition        Report By
 MO0682  HISTORY     - 1949     MONUMENTED       CGS
 MO0682  HISTORY     - 1951     GOOD             NGS
 MO0682
 MO0682                          STATION DESCRIPTION
 MO0682
 MO0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MO0682'11 MI SE FROM WOODS LANDING.
 MO0682'8.2 MILES S ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 MO0682'BRIDGE AT WOODS LANDING, THENCE 2.8 MI NE ALONG A WINDING
 MO0682'GRAVELED ROAD, 0.15 MI N OF A CORRAL AND A SMALL LOG CABIN,
 MO0682'19 FT W OF THE CENTER LINE OF THE ROAD, 14 FT W OF THE W END
 MO0682'OF A CATTLE GUARD, 5 FT N OF A FENCE, 3 FT E OF A WITNESS POST,
 MO0682'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT ABOVE
 MO0682'THE GROUND, 0.85 MI SW OF TRIANGULATION STATION 256 (WYHD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0681 ***********************************************************************
 MO0681  DESIGNATION -  256 RM 1
 MO0681  PID         -  MO0681
 MO0681  STATE/COUNTY-  WY/ALBANY
 MO0681  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0681
 MO0681                         *CURRENT SURVEY CONTROL
 MO0681  ___________________________________________________________________
 MO0681* NAD 83(1986)-  41 02 14.     (N)    105 57 31.     (W)     SCALED    
 MO0681* NAVD 88     -      2396.994  (meters)    7864.14   (feet)  ADJUSTED  
 MO0681  ___________________________________________________________________
 MO0681  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 MO0681  DYNAMIC HT  -        2394.713 (meters)    7856.65  (feet)  COMP
 MO0681  MODELED GRAV-     979,585.3   (mgal)                       NAVD 88
 MO0681
 MO0681  VERT ORDER  -  SECOND    CLASS 0
 MO0681
 MO0681.The horizontal coordinates were scaled from a topographic map and have
 MO0681.an estimated accuracy of +/- 6 seconds.
 MO0681
 MO0681.The orthometric height was determined by differential leveling
 MO0681.and adjusted by the National Geodetic Survey in June 1991..
 MO0681
 MO0681.The geoid height was determined by GEOID03.
 MO0681
 MO0681.The dynamic height is computed by dividing the NAVD 88
 MO0681.geopotential number by the normal gravity value computed on the
 MO0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0681.degrees latitude (g = 980.6199 gals.).
 MO0681
 MO0681.The modeled gravity was interpolated from observed gravity values.
 MO0681
 MO0681;                    North         East    Units  Estimated Accuracy
 MO0681;SPC WY E     -    59,960.      133,410.      MT  (+/- 180 meters Scaled)
 MO0681
 MO0681                          SUPERSEDED SURVEY CONTROL
 MO0681
 MO0681  NGVD 29 (??/??/92) 2395.779  (m)         7860.15   (f) ADJ UNCH    2 0
 MO0681
 MO0681.Superseded values are not recommended for survey control.
 MO0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0681.See file dsdata.txt to determine how the superseded data were derived.
 MO0681
 MO0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF194433(NAD 83)
 MO0681_MARKER: DR = REFERENCE MARK DISK
 MO0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0681_STAMPING: 256 1949 NO 1
 MO0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0681+STABILITY: SURFACE MOTION
 MO0681
 MO0681  HISTORY     - Date     Condition        Report By
 MO0681  HISTORY     - 1949     MONUMENTED       CGS
 MO0681  HISTORY     - 1951     GOOD             NGS
 MO0681
 MO0681                          STATION DESCRIPTION
 MO0681
 MO0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MO0681'11.8 MI SE FROM WOODS LANDING.
 MO0681'8.2 MI S ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 MO0681'BRIDGE AT WOODS LANDING, THENCE 3.65 MILES NE ALONG A WINDING
 MO0681'GRAVELED ROAD, 0.4 MI NE OF A SMALL WOODEN BRIDGE OVER A DRY
 MO0681'WASH, 54 FT NW OF THE CENTER LINE OF THE ROAD, 21 FT E OF THE
 MO0681'CENTER LINE OF A TRACK ROAD LEADING NORTH, 28 FT NE OF
 MO0681'TRIANGULATION STATION 256 (WYHD), 23.5 FT N OF A WITNESS POST,
 MO0681'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FT ABOVE
 MO0681'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0679 ***********************************************************************
 MO0679  DESIGNATION -  256 RM 2
 MO0679  PID         -  MO0679
 MO0679  STATE/COUNTY-  WY/ALBANY
 MO0679  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0679
 MO0679                         *CURRENT SURVEY CONTROL
 MO0679  ___________________________________________________________________
 MO0679* NAD 83(1986)-  41 02 13.     (N)    105 57 30.     (W)     SCALED    
 MO0679* NAVD 88     -      2396.407  (meters)    7862.21   (feet)  ADJUSTED  
 MO0679  ___________________________________________________________________
 MO0679  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 MO0679  DYNAMIC HT  -        2394.127 (meters)    7854.73  (feet)  COMP
 MO0679  MODELED GRAV-     979,585.3   (mgal)                       NAVD 88
 MO0679
 MO0679  VERT ORDER  -  SECOND    CLASS 0
 MO0679
 MO0679.The horizontal coordinates were scaled from a topographic map and have
 MO0679.an estimated accuracy of +/- 6 seconds.
 MO0679
 MO0679.The orthometric height was determined by differential leveling
 MO0679.and adjusted by the National Geodetic Survey in June 1991..
 MO0679
 MO0679.The geoid height was determined by GEOID03.
 MO0679
 MO0679.The dynamic height is computed by dividing the NAVD 88
 MO0679.geopotential number by the normal gravity value computed on the
 MO0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0679.degrees latitude (g = 980.6199 gals.).
 MO0679
 MO0679.The modeled gravity was interpolated from observed gravity values.
 MO0679
 MO0679;                    North         East    Units  Estimated Accuracy
 MO0679;SPC WY E     -    59,930.      133,430.      MT  (+/- 180 meters Scaled)
 MO0679
 MO0679                          SUPERSEDED SURVEY CONTROL
 MO0679
 MO0679  NGVD 29 (??/??/92) 2395.192  (m)         7858.23   (f) ADJ UNCH    2 0
 MO0679
 MO0679.Superseded values are not recommended for survey control.
 MO0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0679.See file dsdata.txt to determine how the superseded data were derived.
 MO0679
 MO0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF194433(NAD 83)
 MO0679_MARKER: DR = REFERENCE MARK DISK
 MO0679_SETTING: 66 = SET IN ROCK OUTCROP
 MO0679_SP_SET: GRANITE ROCK
 MO0679_STAMPING: 256 1949 NO 2
 MO0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0679+STABILITY: POSITION/ELEVATION WELL
 MO0679
 MO0679  HISTORY     - Date     Condition        Report By
 MO0679  HISTORY     - 1949     MONUMENTED       CGS
 MO0679  HISTORY     - 1951     GOOD             NGS
 MO0679
 MO0679                          STATION DESCRIPTION
 MO0679
 MO0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MO0679'11.8 MI SE FROM WOODS LANDING.
 MO0679'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0679'RIVER BRIDGE AT WOODS LANDING, THENCE 3.65 MILES NORTHEAST ALONG
 MO0679'A WINDING GRAVELED ROAD, 0.4 MILE NORTHEAST OF A SMALL WOODEN
 MO0679'BRIDGE OVER A DRY WASH, 22 FEET NORTHWEST OF THE CENTER LINE
 MO0679'OF THE ROAD, 29.0 FEET NORTHEAST OF TRIANGULATION STATION 256
 MO0679'(WY. GEOD. S.), SET IN THE TOP OF A GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0405 ***********************************************************************
 MO0405  DESIGNATION -  26 ARD
 MO0405  PID         -  MO0405
 MO0405  STATE/COUNTY-  WY/ALBANY
 MO0405  USGS QUAD   -  SHEEP ROCK (1981)
 MO0405
 MO0405                         *CURRENT SURVEY CONTROL
 MO0405  ___________________________________________________________________
 MO0405* NAD 83(1986)-  41 42 58.     (N)    105 28 20.     (W)     SCALED    
 MO0405* NAVD 88     -      2019.576  (meters)    6625.89   (feet)  ADJUSTED  
 MO0405  ___________________________________________________________________
 MO0405  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 MO0405  DYNAMIC HT  -        2018.027 (meters)    6620.81  (feet)  COMP
 MO0405  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 MO0405
 MO0405  VERT ORDER  -  SECOND    CLASS 0
 MO0405
 MO0405.The horizontal coordinates were scaled from a topographic map and have
 MO0405.an estimated accuracy of +/- 6 seconds.
 MO0405
 MO0405.The orthometric height was determined by differential leveling
 MO0405.and adjusted by the National Geodetic Survey in June 1991..
 MO0405
 MO0405.The geoid height was determined by GEOID03.
 MO0405
 MO0405.The dynamic height is computed by dividing the NAVD 88
 MO0405.geopotential number by the normal gravity value computed on the
 MO0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0405.degrees latitude (g = 980.6199 gals.).
 MO0405
 MO0405.The modeled gravity was interpolated from observed gravity values.
 MO0405
 MO0405;                    North         East    Units  Estimated Accuracy
 MO0405;SPC WY E     -   135,090.      174,570.      MT  (+/- 180 meters Scaled)
 MO0405
 MO0405                          SUPERSEDED SURVEY CONTROL
 MO0405
 MO0405  NGVD 29 (??/??/92) 2018.64   (m)         6622.8    (f) COMPUTED    2 0
 MO0405
 MO0405.Superseded values are not recommended for survey control.
 MO0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0405.See file dsdata.txt to determine how the superseded data were derived.
 MO0405
 MO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG607183(NAD 83)
 MO0405_MARKER: DD = SURVEY DISK
 MO0405_SETTING: 66 = SET IN ROCK OUTCROP
 MO0405_SP_SET: OUTCROP
 MO0405_STAMPING: 26 ARD 1953 6622
 MO0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0405+STABILITY: POSITION/ELEVATION WELL
 MO0405
 MO0405  HISTORY     - Date     Condition        Report By
 MO0405  HISTORY     - 1953     MONUMENTED       USGS
 MO0405  HISTORY     - 1966     GOOD             NGS
 MO0405
 MO0405                          STATION DESCRIPTION
 MO0405
 MO0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0405'41.5 MI SW FROM WHEATLAND.
 MO0405'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0405'WHEATLAND, THENCE 34.8 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0405'0.2 MILE SOUTHWEST OF A BRIDGE OVER A CREEK, IN THE TOP OF A
 MO0405'LEDGE OF AN OUTCROP WHICH IS IN A CUT, 24 FEET NORTHWEST OF THE
 MO0405'CENTER LINE OF THE HIGHWAY, 2.8 FEET NORTHEAST OF A WITNESS
 MO0405'POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY AND 2 FEET ABOVE
 MO0405'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0459 ***********************************************************************
 OV0459  DESIGNATION -  26 ARD
 OV0459  PID         -  OV0459
 OV0459  STATE/COUNTY-  WY/NATRONA
 OV0459  USGS QUAD   -  MERINO (1968)
 OV0459
 OV0459                         *CURRENT SURVEY CONTROL
 OV0459  ___________________________________________________________________
 OV0459* NAD 83(1986)-  43 13 20.     (N)    106 36 09.     (W)     SCALED    
 OV0459* NAVD 88     -      1671.935  (meters)    5485.34   (feet)  POSTED    
 OV0459  ___________________________________________________________________
 OV0459  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 OV0459  DYNAMIC HT  -        1670.930 (meters)    5482.04  (feet)  COMP
 OV0459  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 OV0459
 OV0459  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0459
 OV0459.The horizontal coordinates were scaled from a topographic map and have
 OV0459.an estimated accuracy of +/- 6 seconds.
 OV0459
 OV0459.The orthometric height was determined by differential leveling
 OV0459.and adjusted by the National Geodetic Survey in 1992..
 OV0459.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0459.rate of 0.0 thru 1.0 mm/km.
 OV0459
 OV0459.The geoid height was determined by GEOID03.
 OV0459
 OV0459.The dynamic height is computed by dividing the NAVD 88
 OV0459.geopotential number by the normal gravity value computed on the
 OV0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0459.degrees latitude (g = 980.6199 gals.).
 OV0459
 OV0459.The modeled gravity was interpolated from observed gravity values.
 OV0459
 OV0459;                    North         East    Units  Estimated Accuracy
 OV0459;SPC WYEC     -   402,600.      459,370.      MT  (+/- 180 meters Scaled)
 OV0459
 OV0459                          SUPERSEDED SURVEY CONTROL
 OV0459
 OV0459.No superseded survey control is available for this station.
 OV0459
 OV0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH698867(NAD 83)
 OV0459_MARKER: DB = BENCH MARK DISK
 OV0459_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0459_SP_SET: COPPER-CLAD STEEL ROD
 OV0459_STAMPING: 26 ARD 1968
 OV0459_MARK LOGO: USGS  
 OV0459_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0459+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0459
 OV0459  HISTORY     - Date     Condition        Report By
 OV0459  HISTORY     - 1968     MONUMENTED       USGS
 OV0459
 OV0459                          STATION DESCRIPTION
 OV0459
 OV0459'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0459'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0459'15.7 MILES GENERALLY NORTH ALONG COUNTY ROAD TO THE JUNCTION WITH
 OV0459'DEAD HORSE STOCK TRAIL ROAD HEADING EAST, 36 FEET SOUTH OF THE
 OV0459'CENTERLINE OF ROAD EAST, 36 FEET EAST OF THE CENTERLINE ROAD
 OV0459'NORTH-SOUTH, 2.6 FEET LOWER THAN THE INTERSECTION, 2 FEET EAST OF A
 OV0459'WITNESS SIGN POST, SET IN A COPPER-CLAD STEEL ROD PROJECTING .01
 OV0459'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0090 ***********************************************************************
 NR0090  DESIGNATION -  26 HA
 NR0090  PID         -  NR0090
 NR0090  STATE/COUNTY-  WY/CARBON
 NR0090  USGS QUAD   -  CHALK HILLS (1984)
 NR0090
 NR0090                         *CURRENT SURVEY CONTROL
 NR0090  ___________________________________________________________________
 NR0090* NAD 83(1986)-  42 17 01.     (N)    106 06 34.     (W)     SCALED    
 NR0090* NAVD 88     -      2134.843  (meters)    7004.06   (feet)  ADJUSTED  
 NR0090  ___________________________________________________________________
 NR0090  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 NR0090  DYNAMIC HT  -        2133.179 (meters)    6998.60  (feet)  COMP
 NR0090  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 NR0090
 NR0090  VERT ORDER  -  SECOND    CLASS 0
 NR0090
 NR0090.The horizontal coordinates were scaled from a topographic map and have
 NR0090.an estimated accuracy of +/- 6 seconds.
 NR0090
 NR0090.The orthometric height was determined by differential leveling
 NR0090.and adjusted by the National Geodetic Survey in June 1991..
 NR0090
 NR0090.The geoid height was determined by GEOID03.
 NR0090
 NR0090.The dynamic height is computed by dividing the NAVD 88
 NR0090.geopotential number by the normal gravity value computed on the
 NR0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0090.degrees latitude (g = 980.6199 gals.).
 NR0090
 NR0090.The modeled gravity was interpolated from observed gravity values.
 NR0090
 NR0090;                    North         East    Units  Estimated Accuracy
 NR0090;SPC WYEC     -   298,800.      500,940.      MT  (+/- 180 meters Scaled)
 NR0090
 NR0090                          SUPERSEDED SURVEY CONTROL
 NR0090
 NR0090  NGVD 29 (??/??/92) 2133.787  (m)         7000.60   (f) ADJ UNCH    2 0
 NR0090
 NR0090.Superseded values are not recommended for survey control.
 NR0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0090.See file dsdata.txt to determine how the superseded data were derived.
 NR0090
 NR0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG085818(NAD 83)
 NR0090_MARKER: DD = SURVEY DISK
 NR0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0090_STAMPING: 26 HA 1948
 NR0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0090+STABILITY: SURFACE MOTION
 NR0090
 NR0090  HISTORY     - Date     Condition        Report By
 NR0090  HISTORY     - 1948     MONUMENTED       USGS
 NR0090  HISTORY     - 1959     GOOD             NGS
 NR0090
 NR0090                          STATION DESCRIPTION
 NR0090
 NR0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0090'30.6 MI N FROM MEDICINE BOW.
 NR0090'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0090'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0090'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0090'ABOUT 11.5 MILES NORTHEAST ALONG A DIRT ROAD, AT THE SUMMIT OF A LOW
 NR0090'RIDGE, 60 FEET EAST OF THE CENTER LINE OF THE ROAD, IN SECTION 30, R
 NR0090'77 W, T 27 N, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IN THE TOP
 NR0090'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0434 ***********************************************************************
 OU0434  DESIGNATION -  26 JHC
 OU0434  PID         -  OU0434
 OU0434  STATE/COUNTY-  WY/CAMPBELL
 OU0434  USGS QUAD   -  GREASEWOOD RESERVOIR (1984)
 OU0434
 OU0434                         *CURRENT SURVEY CONTROL
 OU0434  ___________________________________________________________________
 OU0434* NAD 83(1993)-  43 45 42.38560(N)    105 38 07.60949(W)     ADJUSTED  
 OU0434* NAVD 88     -      1588.51   (+/-2cm)    5211.6    (feet)  VERTCON   
 OU0434  ___________________________________________________________________
 OU0434  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 OU0434  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 OU0434
 OU0434  HORZ ORDER  -  THIRD
 OU0434  VERT ORDER  -  THIRD ? (See Below)
 OU0434
 OU0434.The horizontal coordinates were established by classical geodetic methods
 OU0434.and adjusted by the National Geodetic Survey in January 1997..
 OU0434
 OU0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0434.The vertical order pertains to the NGVD 29 superseded value.
 OU0434
 OU0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0434
 OU0434.The geoid height was determined by GEOID03.
 OU0434
 OU0434;                    North         East     Units Scale Factor Converg.
 OU0434;SPC WY E     -   362,388.485   162,253.133   MT  0.99995502   -0 19 27.3
 OU0434;UTM  13      - 4,845,610.321   448,850.144   MT  0.99963218   -0 26 22.3
 OU0434
 OU0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0434!SPC WY E     -   0.99975328  x   0.99995502  =   0.99970831
 OU0434!UTM  13      -   0.99975328  x   0.99963218  =   0.99938555
 OU0434
 OU0434:                Primary Azimuth Mark                     Grid Az
 OU0434:SPC WY E     -  WILD                                     039 47 52.3
 OU0434:UTM  13      -  WILD                                     039 54 47.3
 OU0434
 OU0434|---------------------------------------------------------------------|
 OU0434| PID    Reference Object                     Distance      Geod. Az  |
 OU0434|                                                           dddmmss.s |
 OU0434| OU0433 WILD                                APPROX.11.0 KM 0392825.0 |
 OU0434|---------------------------------------------------------------------|
 OU0434
 OU0434                          SUPERSEDED SURVEY CONTROL
 OU0434
 OU0434  NAD 83(1986)-  43 45 42.36681(N)    105 38 07.58547(W) AD(       ) 3
 OU0434  NAD 27      -  43 45 42.47670(N)    105 38 05.57889(W) AD(       ) 3
 OU0434  NGVD 29 (07/19/86) 1587.70   (m)         5209.0    (f) LEVELING    3  
 OU0434
 OU0434.Superseded values are not recommended for survey control.
 OU0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0434.See file dsdata.txt to determine how the superseded data were derived.
 OU0434
 OU0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ4885045610(NAD 83)
 OU0434_MARKER: DB = BENCH MARK DISK
 OU0434_SETTING: 66 = SET IN ROCK OUTCROP
 OU0434_SP_SET: SET IN ROCK OUTCROP
 OU0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0434+STABILITY: POSITION/ELEVATION WELL
 OU0434
 OU0434  HISTORY     - Date     Condition        Report By
 OU0434  HISTORY     - 1955     MONUMENTED       USGS
 OU0434
 OU0434                          STATION DESCRIPTION
 OU0434
 OU0434'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0434'SAVAGETON, 7 MI. S. AND 8 MI. E. OF, IN THE SE. 1/4 SEC. 21,
 OU0434'T 44 N, R 73 W, 2.7 MI. SE. OF THE R. B. MARQUISS RANCH HOUSE, ON
 OU0434'A ROCKY TOP, 12 FT. E. OF RD.
 OU0434'
 OU0434'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK OUTCROP, STAMPED
 OU0434'---26 JHC 1955---.
 OU0434'
 OU0434'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0384 ***********************************************************************
 OW0384  DESIGNATION -  26 JHF
 OW0384  PID         -  OW0384
 OW0384  STATE/COUNTY-  WY/FREMONT
 OW0384  USGS QUAD   -  MEXICAN PASS SW (1958)
 OW0384
 OW0384                         *CURRENT SURVEY CONTROL
 OW0384  ___________________________________________________________________
 OW0384* NAD 83(1993)-  43 18 35.25858(N)    108 27 35.44759(W)     ADJUSTED  
 OW0384* NAVD 88     -      1589.09   (+/-2cm)    5213.5    (feet)  VERTCON   
 OW0384  ___________________________________________________________________
 OW0384  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 OW0384  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 OW0384
 OW0384  HORZ ORDER  -  THIRD
 OW0384  VERT ORDER  -  THIRD ? (See Below)
 OW0384
 OW0384.The horizontal coordinates were established by classical geodetic methods
 OW0384.and adjusted by the National Geodetic Survey in January 1997..
 OW0384
 OW0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0384.The vertical order pertains to the NGVD 29 superseded value.
 OW0384
 OW0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0384
 OW0384.The geoid height was determined by GEOID03.
 OW0384
 OW0384;                    North         East     Units Scale Factor Converg.
 OW0384;SPC WYWC     -   312,109.315   623,538.717   MT  0.99994431   +0 11 56.5
 OW0384;UTM  12      - 4,798,351.260   706,004.595   MT  1.00012206   +1 44 34.8
 OW0384
 OW0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0384!SPC WYWC     -   0.99975300  x   0.99994431  =   0.99969732
 OW0384!UTM  12      -   0.99975300  x   1.00012206  =   0.99987503
 OW0384
 OW0384:                Primary Azimuth Mark                     Grid Az
 OW0384:SPC WYWC     -  SANDSTONE                                337 05 25.8
 OW0384:UTM  12      -  SANDSTONE                                335 32 47.5
 OW0384
 OW0384|---------------------------------------------------------------------|
 OW0384| PID    Reference Object                     Distance      Geod. Az  |
 OW0384|                                                           dddmmss.s |
 OW0384| OW0443 SANDSTONE                           APPROX. 6.7 KM 3371722.3 |
 OW0384|---------------------------------------------------------------------|
 OW0384
 OW0384                          SUPERSEDED SURVEY CONTROL
 OW0384
 OW0384  NAD 83(1986)-  43 18 35.24262(N)    108 27 35.45283(W) AD(       ) 3
 OW0384  NGVD 29 (11/06/89) 1588.11   (m)         5210.3    (f) LEVELING    3  
 OW0384
 OW0384.Superseded values are not recommended for survey control.
 OW0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0384.See file dsdata.txt to determine how the superseded data were derived.
 OW0384
 OW0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0600598351(NAD 83)
 OW0384_MARKER: DS = TRIANGULATION STATION DISK
 OW0384_SETTING: 0 = UNSPECIFIED SETTING
 OW0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0384
 OW0384  HISTORY     - Date     Condition        Report By
 OW0384  HISTORY     - 1949     MONUMENTED       USGS
 OW0384
 OW0384                          STATION DESCRIPTION
 OW0384
 OW0384'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 OW0384'LOCATED ABOUT 20 MI. NW. OF SHOSHONI, WYOMING, 20 MI. NW. OF RIVERTON,
 OW0384'WYOMING, 50.10 FT. E. OF 1/4 COR. OF SECTION 19, T 4 N, R 4 E.
 OW0384'
 OW0384'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 320
 OW0384'IN SHOSHONI, GO SW. ON STATE HIGHWAY 320 FOR 3.8 MI. TO BRIDGE OVER
 OW0384'THE WIND RIVER, CONTINUE ON HIGHWAY 320 FOR 0.1 MI. TO JUNCTION OF RD.
 OW0384'N.  TURN RIGHT (N.) FOR 4.3 MI. TO RD. FORK.  TAKE LEFT FORK (NW.)
 OW0384'FOR 13.5 MI. TO CROSSROADS AND POWER LINE.  STATION MARK IS 68 FT. NE.
 OW0384'OF CROSSROADS.
 OW0384'
 OW0384'STATION MARK--STANDARD TABLET STAMPED---26 JHF 5210 1948---, SET IN
 OW0384'THE TOP OF A CONCRETE POST.
 OW0384'
 OW0384'REFERENCE MARK--COPPER NAIL AND WASHER SET IN THE TOP OF CONCRETE
 OW0384'POST, 152.99 FT. W. OF STATION MARK, N 67 DEGREES
 OW0384'25 MINUTES, SE.
 OW0384'
 OW0384'THE 1/4 CORNER OF SECTION 24, T 4 N, R 3 E (U.S. BUREAU OF RECLAMATION
 OW0384'BRASS CAP STAMPED--1/4S24--), IS 274.75 FT. S. OF STATION MARK, N 10 D
 OW0384'18 MINUTES, NE.
 OW0384'
 OW0384'THE 1/4 CORNER OF SECTION 19, T 4 N, R 4 E (MARKED BY 3/4-IN. STEEL
 OW0384'ROD SET BY U.S. BUREAU OF RECLAMATION), IS 50.10 FT. W. OF STATION
 OW0384'MARK, N 79 DEGREES 41 MINUTES, NE.
 OW0384'
 OW0384'THE TRACK CORNER OF TRACK 5-6, SEC. 24, T 4 N, R 3 E (BUREAU OF
 OW0384'RECLAMATION BRASS CAP STAMPED--SEC. 24, S. 19, TR 5-6--), IS 114.10
 OW0384'FT. NW. OF STATION MARK, N 25 DEGREES 34 MINUTES, SE.
 OW0384'
 OW0384'DISTANCE BETWEEN 1/4 CORNERS IS 261.27 FT.
 OW0384'
 OW0384'DISTANCE BETWEEN 1/4 COR. SEC. 19 AND TRACK CORNER IS 111.89 FT.
 OW0384'
 OW0384'NOTE--ALL DISTANCES ARE HORIZONTAL DISTANCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0855 ***********************************************************************
 PY0855  DESIGNATION -  26 MDC
 PY0855  PID         -  PY0855
 PY0855  STATE/COUNTY-  WY/PARK
 PY0855  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0855
 PY0855                         *CURRENT SURVEY CONTROL
 PY0855  ___________________________________________________________________
 PY0855* NAD 83(1986)-  44 37 50.     (N)    110 26 32.     (W)     SCALED    
 PY0855* NAVD 88     -      2365.928  (meters)    7762.22   (feet)  ADJUSTED  
 PY0855  ___________________________________________________________________
 PY0855  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY0855  DYNAMIC HT  -        2364.375 (meters)    7757.12  (feet)  COMP
 PY0855  MODELED GRAV-     979,875.9   (mgal)                       NAVD 88
 PY0855
 PY0855  VERT ORDER  -  FIRST     CLASS II
 PY0855
 PY0855.The horizontal coordinates were scaled from a topographic map and have
 PY0855.an estimated accuracy of +/- 6 seconds.
 PY0855
 PY0855.The orthometric height was determined by differential leveling
 PY0855.and adjusted by the National Geodetic Survey in June 1991..
 PY0855.WARNING-Repeat measurements at this control monument indicate possible
 PY0855.vertical movement.
 PY0855
 PY0855.The geoid height was determined by GEOID03.
 PY0855
 PY0855.The dynamic height is computed by dividing the NAVD 88
 PY0855.geopotential number by the normal gravity value computed on the
 PY0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0855.degrees latitude (g = 980.6199 gals.).
 PY0855
 PY0855.The modeled gravity was interpolated from observed gravity values.
 PY0855
 PY0855;                    North         East    Units  Estimated Accuracy
 PY0855;SPC WYWC     -   460,200.      465,730.      MT  (+/- 180 meters Scaled)
 PY0855
 PY0855                          SUPERSEDED SURVEY CONTROL
 PY0855
 PY0855  NGVD 29 (08/20/92) 2364.547  (m)         7757.68   (f) ADJUSTED    1 2
 PY0855
 PY0855.Superseded values are not recommended for survey control.
 PY0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0855.See file dsdata.txt to determine how the superseded data were derived.
 PY0855
 PY0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ442420(NAD 83)
 PY0855_MARKER: DB = BENCH MARK DISK
 PY0855_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0855_SP_SET: COPPER-CLAD STEEL ROD
 PY0855_STAMPING: 26 MDC 1976 7756
 PY0855_MARK LOGO: USGS  
 PY0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0855+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 PY0855
 PY0855  HISTORY     - Date     Condition        Report By
 PY0855  HISTORY     - 1976     MONUMENTED       USGS
 PY0855  HISTORY     - 1987     GOOD             NGS
 PY0855  HISTORY     - 20011002 GOOD             NGS
 PY0855
 PY0855                          STATION DESCRIPTION
 PY0855
 PY0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0855'10.2 KM (6.35 MI) NORTH FROM LAKE JUNCTION.
 PY0855'10.2 KM (6.35 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0855'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, AT A HIGHWAY
 PY0855'PULLOUT FOR THE HAYDEN VALLEY GEOLOGY EXHIBIT, 19.0 M (62.3 FT)
 PY0855'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 PY0855'WEST OF THE NORTHEAST CORNER OF A PLATFORM SUPPORTING A SIGN (HAYDEN
 PY0855'VALLEY).
 PY0855'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0855'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PY0855
 PY0855                          STATION RECOVERY (2001)
 PY0855
 PY0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 PY0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0642 ***********************************************************************
 OX0642  DESIGNATION -  26 MDC
 OX0642  PID         -  OX0642
 OX0642  STATE/COUNTY-  WY/TETON
 OX0642  USGS QUAD   -  COLTER BAY (1968)
 OX0642
 OX0642                         *CURRENT SURVEY CONTROL
 OX0642  ___________________________________________________________________
 OX0642* NAD 83(1986)-  43 59 30.     (N)    110 40 14.     (W)     SCALED    
 OX0642* NAVD 88     -      2079.557  (meters)    6822.68   (feet)  ADJUSTED  
 OX0642  ___________________________________________________________________
 OX0642  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 OX0642  DYNAMIC HT  -        2078.250 (meters)    6818.39  (feet)  COMP
 OX0642  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 OX0642
 OX0642  VERT ORDER  -  FIRST     CLASS II
 OX0642
 OX0642.The horizontal coordinates were scaled from a topographic map and have
 OX0642.an estimated accuracy of +/- 6 seconds.
 OX0642
 OX0642.The orthometric height was determined by differential leveling
 OX0642.and adjusted by the National Geodetic Survey in June 1991..
 OX0642
 OX0642.The geoid height was determined by GEOID03.
 OX0642
 OX0642.The dynamic height is computed by dividing the NAVD 88
 OX0642.geopotential number by the normal gravity value computed on the
 OX0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0642.degrees latitude (g = 980.6199 gals.).
 OX0642
 OX0642.The modeled gravity was interpolated from observed gravity values.
 OX0642
 OX0642;                    North         East    Units  Estimated Accuracy
 OX0642;SPC WY W     -   487,990.      752,900.      MT  (+/- 180 meters Scaled)
 OX0642
 OX0642                          SUPERSEDED SURVEY CONTROL
 OX0642
 OX0642.No superseded survey control is available for this station.
 OX0642
 OX0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP264710(NAD 83)
 OX0642_MARKER: DB = BENCH MARK DISK
 OX0642_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OX0642_SP_SET: COPPER-CLAD STEEL ROD
 OX0642_STAMPING: 26 MDC 1977 6818
 OX0642_MARK LOGO: USGS  
 OX0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0642
 OX0642  HISTORY     - Date     Condition        Report By
 OX0642  HISTORY     - 1977     MONUMENTED       USGS
 OX0642
 OX0642                          STATION DESCRIPTION
 OX0642
 OX0642'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 OX0642'6.9 KM (4.30 MI) SOUTH FROM NORTH ENTRANCE GTNP.
 OX0642'GRAND TETON NATIONAL PARK, 4.3 MILES SOUTH OF ALONG HIGHWAY TOWARD
 OX0642'MORAN JUNCTION FROM THE NORTH BOUNDARY SIGN, .1 MILES SOUTH OF THE
 OX0642'SOUTH ENTRANCE (Y-RD NORTHWEST) OF AN ASPHALT HORSESHOE SHAPED DRIVE,
 OX0642'AT A POINT WHERE THE TREES PART AND THE LAKE COMES INTO VIEW, AT A
 OX0642'CULVERT UNDER THE HIGHWAY, AT A TURNOUT ON THE SOUTHWEST SIDE OF THE
 OX0642'HIGHWAY, 160 FEET SOUTHEAST OF CULVERT UNDER HIGHWAY, 33 FEET
 OX0642'SOUTHWEST OF AND ABOUT LEVEL WITH THE HIGHWAY CENTERLINE, ABOUT IN
 OX0642'THE CENTER OF THE SOUTHWEST SIDE OF THE TURNOUT, SET ON TOP OF 10
 OX0642'FEET OF COPPER-COATED ROD DRIVEN TO REFUSAL AND ENCASED IN 6-INCH
 OX0642'DRAIN PIPE, A STANDARD TABLET STAMPED 26 MDC 1977 6818.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0474 ***********************************************************************
 OU0474  DESIGNATION -  26 RGB
 OU0474  PID         -  OU0474
 OU0474  STATE/COUNTY-  WY/WESTON
 OU0474  USGS QUAD   -  JIM CREEK (1971)
 OU0474
 OU0474                         *CURRENT SURVEY CONTROL
 OU0474  ___________________________________________________________________
 OU0474* NAD 83(1986)-  43 57 53.     (N)    105 03 42.     (W)     SCALED    
 OU0474* NAVD 88     -      1385.359  (meters)    4545.13   (feet)  POSTED    
 OU0474  ___________________________________________________________________
 OU0474  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 OU0474  DYNAMIC HT  -        1384.710 (meters)    4543.00  (feet)  COMP
 OU0474  MODELED GRAV-     980,103.0   (mgal)                       NAVD 88
 OU0474
 OU0474  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0474
 OU0474.The horizontal coordinates were scaled from a topographic map and have
 OU0474.an estimated accuracy of +/- 6 seconds.
 OU0474
 OU0474.The orthometric height was determined by differential leveling
 OU0474.and adjusted by the National Geodetic Survey in 1992..
 OU0474.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0474.rate of 0.0 thru 1.0 mm/km.
 OU0474
 OU0474.The geoid height was determined by GEOID03.
 OU0474
 OU0474.The dynamic height is computed by dividing the NAVD 88
 OU0474.geopotential number by the normal gravity value computed on the
 OU0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0474.degrees latitude (g = 980.6199 gals.).
 OU0474
 OU0474.The modeled gravity was interpolated from observed gravity values.
 OU0474
 OU0474;                    North         East    Units  Estimated Accuracy
 OU0474;SPC WY E     -   384,840.      208,430.      MT  (+/- 180 meters Scaled)
 OU0474
 OU0474                          SUPERSEDED SURVEY CONTROL
 OU0474
 OU0474.No superseded survey control is available for this station.
 OU0474
 OU0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ950679(NAD 83)
 OU0474_MARKER: DB = BENCH MARK DISK
 OU0474_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0474_SP_SET: COPPER-CLAD STEEL ROD
 OU0474_STAMPING: 26 RGB 1971
 OU0474_MARK LOGO: USGS  
 OU0474_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0474+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0474
 OU0474  HISTORY     - Date     Condition        Report By
 OU0474  HISTORY     - 1971     MONUMENTED       USGS
 OU0474
 OU0474                          STATION DESCRIPTION
 OU0474
 OU0474'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0474'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0474'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0474'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0474'ROAD FORK, THENCE 0.8 MILES SOUTHEAST TO A NORTH-SOUTH FENCE, 13.4
 OU0474'MILES SOUTH OF J.JESSEN RANCH, 29 FEET WEST AND 3 FEET SOUTH OF THE
 OU0474'CENTERLINE OF THE ROAD AT FENCE, 3 FEET SOUTH OF A WITNESS SIGN, SET
 OU0474'IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0516 ***********************************************************************
 OU0516  DESIGNATION -  26 SJS
 OU0516  PID         -  OU0516
 OU0516  STATE/COUNTY-  WY/CONVERSE
 OU0516  USGS QUAD   -  SPLIT HILL SW (1981)
 OU0516
 OU0516                         *CURRENT SURVEY CONTROL
 OU0516  ___________________________________________________________________
 OU0516* NAD 83(1986)-  43 00 04.     (N)    104 56 12.     (W)     SCALED    
 OU0516* NAVD 88     -      1488.193  (meters)    4882.51   (feet)  ADJUSTED  
 OU0516  ___________________________________________________________________
 OU0516  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 OU0516  DYNAMIC HT  -        1487.359 (meters)    4879.78  (feet)  COMP
 OU0516  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 OU0516
 OU0516  VERT ORDER  -  THIRD
 OU0516
 OU0516.The horizontal coordinates were scaled from a topographic map and have
 OU0516.an estimated accuracy of +/- 6 seconds.
 OU0516
 OU0516.The orthometric height was determined by differential leveling
 OU0516.and adjusted by the National Geodetic Survey in December 1993..
 OU0516
 OU0516.The geoid height was determined by GEOID03.
 OU0516
 OU0516.The dynamic height is computed by dividing the NAVD 88
 OU0516.geopotential number by the normal gravity value computed on the
 OU0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0516.degrees latitude (g = 980.6199 gals.).
 OU0516
 OU0516.The modeled gravity was interpolated from observed gravity values.
 OU0516
 OU0516;                    North         East    Units  Estimated Accuracy
 OU0516;SPC WY E     -   277,800.      218,750.      MT  (+/- 180 meters Scaled)
 OU0516
 OU0516                          SUPERSEDED SURVEY CONTROL
 OU0516
 OU0516.No superseded survey control is available for this station.
 OU0516
 OU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH051609(NAD 83)
 OU0516_MARKER: DB = BENCH MARK DISK
 OU0516_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0516+WITH SETTING: INFORMATION.
 OU0516_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0516_STAMPING: 26 SJS 1970
 OU0516_MARK LOGO: USGS  
 OU0516_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0516
 OU0516  HISTORY     - Date     Condition        Report By
 OU0516  HISTORY     - 1970     MONUMENTED       USGS
 OU0516
 OU0516                          STATION DESCRIPTION
 OU0516
 OU0516'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0516'FROM THE BOB MANNING RANCH HEADQUARTERS, PROCEED 1.1 MILE (1.8 KM)
 OU0516'SOUTHWEST ALONG THE ROAD TO A DIM ROAD FORK LEADING NORTHWEST, THENCE
 OU0516'PROCEED 1.4 MILE (2.3 KM) NORTHWEST ALONG THE DIM ROAD, IN THE NE 1/4
 OU0516'OF S.20, T.35 N., R.67 W., 6 FEET (1.8 M) SOUTH AND 20 FEET (6.1 M)
 OU0516'WEST FROM A ROAD FORK SOUTHEAST AT THE TOP OF THE HILL, ENCASED IN A
 OU0516'6-INCH WHITE PLASTIC PIPE, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH7388 ***********************************************************************
 AH7388  DESIGNATION -  26 WWC RESET
 AH7388  PID         -  AH7388
 AH7388  STATE/COUNTY-  WY/PLATTE
 AH7388  USGS QUAD   -  SQUAW ROCK (1981)
 AH7388
 AH7388                         *CURRENT SURVEY CONTROL
 AH7388  ___________________________________________________________________
 AH7388* NAD 83(1986)-  41 52 55.     (N)    105 12 25.     (W)     SCALED    
 AH7388* NAVD 88     -      1616.35   (meters)    5303.0    (feet)  RESET     
 AH7388  ___________________________________________________________________
 AH7388  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 AH7388
 AH7388  VERT ORDER  -  THIRD
 AH7388
 AH7388.The horizontal coordinates were scaled from a topographic map and have
 AH7388.an estimated accuracy of +/- 6 seconds.
 AH7388
 AH7388.The orthometric height was computed from unverified reset data.
 AH7388
 AH7388.The geoid height was determined by GEOID03.
 AH7388
 AH7388;                    North         East    Units  Estimated Accuracy
 AH7388;SPC WY E     -   153,470.      196,660.      MT  (+/- 180 meters Scaled)
 AH7388
 AH7388                          SUPERSEDED SURVEY CONTROL
 AH7388
 AH7388.No superseded survey control is available for this station.
 AH7388
 AH7388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG828366(NAD 83)
 AH7388_MARKER: DB = BENCH MARK DISK
 AH7388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7388_STAMPING: 26 WWC RESET 1995
 AH7388_MARK LOGO: USGS  
 AH7388_PROJECTION: FLUSH
 AH7388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH7388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7388+STABILITY: SURFACE MOTION
 AH7388
 AH7388  HISTORY     - Date     Condition        Report By
 AH7388  HISTORY     - 1995     MONUMENTED       WYDT
 AH7388
 AH7388                          STATION DESCRIPTION
 AH7388
 AH7388'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1995 (SS)
 AH7388'5.94 MILES (9.56 KM) SOUTH ALONG INTERSTATE 25 FROM THE SOUTH
 AH7388'WHEATLAND EXIT AT MILEPOST 78.93, THENCE 15.49 MILES (24.93 KM)
 AH7388'SOUTHWEST ALONG STATE HIGHWAY 34, 166 FEET (50.6 M) EAST OF THE
 AH7388'CENTERLINE OF STATE HIGHWAY 34, 98 FEET (29.9 M) EAST OF A T-JUNCTION
 AH7388'OF A FENCE, 2.7 FEET (0.8 M) NORTH OF A FENCE, 2.5 FEET (0.8 M)
 AH7388'NORTHEAST OF A WITNESS POST, SET IN TOP OF A CONCRETE POST .4 FOOT
 AH7388'(12.2 CM) ABOVE THE GROUND, ABOUT 4 FEET (1.2 M) LOWER THAN STATE
 AH7388'HIGHWAY 34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0064 ***********************************************************************
 MP0064  DESIGNATION -  266
 MP0064  PID         -  MP0064
 MP0064  STATE/COUNTY-  WY/ALBANY
 MP0064  USGS QUAD   -  CENTENNIAL (1992)
 MP0064
 MP0064                         *CURRENT SURVEY CONTROL
 MP0064  ___________________________________________________________________
 MP0064* NAD 83(1986)-  41 15 56.     (N)    106 08 09.     (W)     SCALED    
 MP0064* NAVD 88     -      2410.167  (meters)    7907.36   (feet)  ADJUSTED  
 MP0064  ___________________________________________________________________
 MP0064  GEOID HEIGHT-         -10.69  (meters)                     GEOID03
 MP0064  DYNAMIC HT  -        2407.890 (meters)    7899.89  (feet)  COMP
 MP0064  MODELED GRAV-     979,591.1   (mgal)                       NAVD 88
 MP0064
 MP0064  VERT ORDER  -  FIRST     CLASS II
 MP0064
 MP0064.The horizontal coordinates were scaled from a topographic map and have
 MP0064.an estimated accuracy of +/- 6 seconds.
 MP0064
 MP0064.The orthometric height was determined by differential leveling
 MP0064.and adjusted by the National Geodetic Survey in June 1991..
 MP0064
 MP0064.The geoid height was determined by GEOID03.
 MP0064
 MP0064.The dynamic height is computed by dividing the NAVD 88
 MP0064.geopotential number by the normal gravity value computed on the
 MP0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0064.degrees latitude (g = 980.6199 gals.).
 MP0064
 MP0064.The modeled gravity was interpolated from observed gravity values.
 MP0064
 MP0064;                    North         East    Units  Estimated Accuracy
 MP0064;SPC WY E     -    85,460.      118,790.      MT  (+/- 180 meters Scaled)
 MP0064
 MP0064                          SUPERSEDED SURVEY CONTROL
 MP0064
 MP0064  NGVD 29 (??/??/92) 2408.938  (m)         7903.32   (f) ADJ UNCH    1 2
 MP0064
 MP0064.Superseded values are not recommended for survey control.
 MP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0064.See file dsdata.txt to determine how the superseded data were derived.
 MP0064
 MP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF048688(NAD 83)
 MP0064_MARKER: DB = BENCH MARK DISK
 MP0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0064_STAMPING: 266
 MP0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0064+STABILITY: SURFACE MOTION
 MP0064
 MP0064  HISTORY     - Date     Condition        Report By
 MP0064  HISTORY     - UNK      MONUMENTED       CGS
 MP0064  HISTORY     - 1956     GOOD             NGS
 MP0064
 MP0064                          STATION DESCRIPTION
 MP0064
 MP0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0064'2.4 MI S FROM CENTENNIAL.
 MP0064'2.4 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0064'RAILROAD FROM THE STATION AT CENTENNIAL, 2 1/2 POLES SOUTH OF MILEPOST
 MP0064'32, ON TOP OF THE EAST SIDE OF A ROCKY RIDGE, 332 FEET WEST OF THE
 MP0064'WEST RAIL, 51.9 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MP0064'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 15,
 MP0064'TOWNSHIP 15 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0347 ***********************************************************************
 NR0347  DESIGNATION -  27
 NR0347  PID         -  NR0347
 NR0347  STATE/COUNTY-  WY/NATRONA
 NR0347  USGS QUAD   -  ICE CAVE MOUNTAIN (1992)
 NR0347
 NR0347                         *CURRENT SURVEY CONTROL
 NR0347  ___________________________________________________________________
 NR0347* NAD 83(1993)-  42 31 28.51663(N)    106 12 12.44169(W)     ADJUSTED  
 NR0347* NAVD 88     -      2403.     (meters)    7884.     (feet)  SCALED    
 NR0347  ___________________________________________________________________
 NR0347  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 NR0347  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 NR0347
 NR0347  HORZ ORDER  -  SECOND
 NR0347
 NR0347.The horizontal coordinates were established by classical geodetic methods
 NR0347.and adjusted by the National Geodetic Survey in January 1997..
 NR0347
 NR0347.The orthometric height was scaled from a topographic map.
 NR0347
 NR0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0347
 NR0347.The geoid height was determined by GEOID03.
 NR0347
 NR0347;                    North         East     Units Scale Factor Converg.
 NR0347;SPC WYEC     -   325,463.180   492,833.130   MT  1.00004349   +0 45 49.5
 NR0347;SPC WY E     -   225,365.423   114,815.252   MT  1.00002675   -0 42 02.9
 NR0347;UTM  13      - 4,708,725.000   401,154.784   MT  0.99972021   -0 48 48.6
 NR0347
 NR0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0347!SPC WYEC     -   0.99962511  x   1.00004349  =   0.99966858
 NR0347!SPC WY E     -   0.99962511  x   1.00002675  =   0.99965185
 NR0347!UTM  13      -   0.99962511  x   0.99972021  =   0.99934542
 NR0347
 NR0347                          SUPERSEDED SURVEY CONTROL
 NR0347
 NR0347  NAD 83(1986)-  42 31 28.50293(N)    106 12 12.42573(W) AD(       ) 2
 NR0347  NAD 27      -  42 31 28.63200(N)    106 12 10.35900(W) AD(       ) 2
 NR0347
 NR0347.Superseded values are not recommended for survey control.
 NR0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0347.See file dsdata.txt to determine how the superseded data were derived.
 NR0347
 NR0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH0115508725(NAD 83)
 NR0347_MARKER: DD = SURVEY DISK
 NR0347_SETTING: 66 = SET IN ROCK OUTCROP
 NR0347_SP_SET: SET IN BEDROCK
 NR0347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0347+STABILITY: POSITION/ELEVATION WELL
 NR0347
 NR0347  HISTORY     - Date     Condition        Report By
 NR0347  HISTORY     - 1948     MONUMENTED       USFS
 NR0347
 NR0347                          STATION DESCRIPTION
 NR0347
 NR0347'DESCRIBED BY US FOREST SERVICE 1948
 NR0347'THE STATION IS LOCATED IN T. 29 N., R. 78 W., ON A HIGH AND
 NR0347'PROMINENT, GRASSY-TOPPED MOUNTAIN THAT APPEARS CIRCULAR IN
 NR0347'SHAPE.  IT HAS STEEP BLUFFS ON ALL SIDES, A FEW SCATTERED TREES
 NR0347'AROUND THE EDGES, SLOPES GENTLY TO THE WESTWARD ON TOP, AND
 NR0347'IS LOCALLY KNOWN AS ICE CAVE MOUNTAIN.
 NR0347'
 NR0347'REFERENCE MARK NO. 3 IS A U.S. FOREST SERVICE BRONZE DISK SET
 NR0347'IN BEDROCK, 150 FEET SOUTH OF POINT WHERE THE EAST AND NORTH EDGES
 NR0347'OF MOUNTAIN MEET, 100 FEET WEST OF EAST EDGE OF MOUNTAIN, AND
 NR0347'IS APPROXIMATELY 18 INCHES LOWER THAN THE STATION ICE CAVE MTN.  IT IS
 NR0347'FLUSH WITH THE GROUND AND STAMPED, 27 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0390 ***********************************************************************
 MO0390  DESIGNATION -  27 ARD
 MO0390  PID         -  MO0390
 MO0390  STATE/COUNTY-  WY/ALBANY
 MO0390  USGS QUAD   -  POE MOUNTAIN (1981)
 MO0390
 MO0390                         *CURRENT SURVEY CONTROL
 MO0390  ___________________________________________________________________
 MO0390* NAD 83(1986)-  41 46 49.     (N)    105 19 55.     (W)     SCALED    
 MO0390* NAVD 88     -      1822.073  (meters)    5977.92   (feet)  ADJUSTED  
 MO0390  ___________________________________________________________________
 MO0390  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 MO0390  DYNAMIC HT  -        1820.731 (meters)    5973.52  (feet)  COMP
 MO0390  MODELED GRAV-     979,820.5   (mgal)                       NAVD 88
 MO0390
 MO0390  VERT ORDER  -  SECOND    CLASS 0
 MO0390
 MO0390.The horizontal coordinates were scaled from a topographic map and have
 MO0390.an estimated accuracy of +/- 6 seconds.
 MO0390
 MO0390.The orthometric height was determined by differential leveling
 MO0390.and adjusted by the National Geodetic Survey in June 1991..
 MO0390
 MO0390.The geoid height was determined by GEOID03.
 MO0390
 MO0390.The dynamic height is computed by dividing the NAVD 88
 MO0390.geopotential number by the normal gravity value computed on the
 MO0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0390.degrees latitude (g = 980.6199 gals.).
 MO0390
 MO0390.The modeled gravity was interpolated from observed gravity values.
 MO0390
 MO0390;                    North         East    Units  Estimated Accuracy
 MO0390;SPC WY E     -   142,190.      186,260.      MT  (+/- 180 meters Scaled)
 MO0390
 MO0390                          SUPERSEDED SURVEY CONTROL
 MO0390
 MO0390  NGVD 29 (??/??/92) 1821.190  (m)         5975.02   (f) ADJ UNCH    2 0
 MO0390
 MO0390.Superseded values are not recommended for survey control.
 MO0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0390.See file dsdata.txt to determine how the superseded data were derived.
 MO0390
 MO0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG724254(NAD 83)
 MO0390_MARKER: DD = SURVEY DISK
 MO0390_SETTING: 66 = SET IN ROCK OUTCROP
 MO0390_SP_SET: OUTCROP
 MO0390_STAMPING: 27 ARD 1953 5975
 MO0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0390+STABILITY: POSITION/ELEVATION WELL
 MO0390
 MO0390  HISTORY     - Date     Condition        Report By
 MO0390  HISTORY     - 1953     MONUMENTED       USGS
 MO0390  HISTORY     - 1966     GOOD             NGS
 MO0390
 MO0390                          STATION DESCRIPTION
 MO0390
 MO0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0390'32.3 MI SW FROM WHEATLAND.
 MO0390'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0390'WHEATLAND, THENCE 25.6 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0390'0.4 MILE WEST OF A WOODEN BRIDGE OVER MIDDLE SYBILLE CREEK, IN
 MO0390'THE TOP OF A 5- BY 7-FOOT OUTCROP PROJECTING ABOUT 2 FEET, 30
 MO0390'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 21.6 FEET SOUTH
 MO0390'OF A FENCE, 9.5 FEET NORTHEAST OF A WITNESS POST, AND ABOUT
 MO0390'6 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0460 ***********************************************************************
 OV0460  DESIGNATION -  27 ARD
 OV0460  PID         -  OV0460
 OV0460  STATE/COUNTY-  WY/NATRONA
 OV0460  USGS QUAD   -  MERINO (1968)
 OV0460
 OV0460                         *CURRENT SURVEY CONTROL
 OV0460  ___________________________________________________________________
 OV0460* NAD 83(1986)-  43 14 11.     (N)    106 37 14.     (W)     SCALED    
 OV0460* NAVD 88     -      1622.898  (meters)    5324.46   (feet)  POSTED    
 OV0460  ___________________________________________________________________
 OV0460  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 OV0460  DYNAMIC HT  -        1621.920 (meters)    5321.25  (feet)  COMP
 OV0460  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 OV0460
 OV0460  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0460
 OV0460.The horizontal coordinates were scaled from a topographic map and have
 OV0460.an estimated accuracy of +/- 6 seconds.
 OV0460
 OV0460.The orthometric height was determined by differential leveling
 OV0460.and adjusted by the National Geodetic Survey in 1992..
 OV0460.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0460.rate of 0.0 thru 1.0 mm/km.
 OV0460
 OV0460.The geoid height was determined by GEOID03.
 OV0460
 OV0460.The dynamic height is computed by dividing the NAVD 88
 OV0460.geopotential number by the normal gravity value computed on the
 OV0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0460.degrees latitude (g = 980.6199 gals.).
 OV0460
 OV0460.The modeled gravity was interpolated from observed gravity values.
 OV0460
 OV0460;                    North         East    Units  Estimated Accuracy
 OV0460;SPC WYEC     -   404,160.      457,890.      MT  (+/- 180 meters Scaled)
 OV0460
 OV0460                          SUPERSEDED SURVEY CONTROL
 OV0460
 OV0460.No superseded survey control is available for this station.
 OV0460
 OV0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH684883(NAD 83)
 OV0460_MARKER: DB = BENCH MARK DISK
 OV0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0460_SP_SET: COPPER-CLAD STEEL ROD
 OV0460_STAMPING: 27 ARD 1968
 OV0460_MARK LOGO: USGS  
 OV0460_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0460+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0460
 OV0460  HISTORY     - Date     Condition        Report By
 OV0460  HISTORY     - 1968     MONUMENTED       USGS
 OV0460
 OV0460                          STATION DESCRIPTION
 OV0460
 OV0460'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0460'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0460'17.1 MILES NORTH ALONG COUNTY ROAD TO A SMALL RISE ABOUT 480 FEET
 OV0460'NORTH OF A DRAIN CROSSING, 45 FEET EAST OF AND 1.4 FEET HIGHER THAN
 OV0460'THE CENTERLINE ROAD, SET IN A COPPER-CLAD STEEL ROD PROJECTING .02
 OV0460'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0860 ***********************************************************************
 PY0860  DESIGNATION -  27 MDC
 PY0860  PID         -  PY0860
 PY0860  STATE/COUNTY-  WY/PARK
 PY0860  USGS QUAD   -  LAKE (1986)
 PY0860
 PY0860                         *CURRENT SURVEY CONTROL
 PY0860  ___________________________________________________________________
 PY0860* NAD 83(1986)-  44 37 06.     (N)    110 25 17.     (W)     SCALED    
 PY0860* NAVD 88     -      2352.805  (meters)    7719.16   (feet)  ADJUSTED  
 PY0860  ___________________________________________________________________
 PY0860  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0860  DYNAMIC HT  -        2351.258 (meters)    7714.09  (feet)  COMP
 PY0860  MODELED GRAV-     979,875.3   (mgal)                       NAVD 88
 PY0860
 PY0860  VERT ORDER  -  FIRST     CLASS II
 PY0860
 PY0860.The horizontal coordinates were scaled from a topographic map and have
 PY0860.an estimated accuracy of +/- 6 seconds.
 PY0860
 PY0860.The orthometric height was determined by differential leveling
 PY0860.and adjusted by the National Geodetic Survey in June 1991..
 PY0860
 PY0860.The geoid height was determined by GEOID03.
 PY0860
 PY0860.The dynamic height is computed by dividing the NAVD 88
 PY0860.geopotential number by the normal gravity value computed on the
 PY0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0860.degrees latitude (g = 980.6199 gals.).
 PY0860
 PY0860.The modeled gravity was interpolated from observed gravity values.
 PY0860
 PY0860;                    North         East    Units  Estimated Accuracy
 PY0860;SPC WYWC     -   458,810.      467,350.      MT  (+/- 180 meters Scaled)
 PY0860
 PY0860                          SUPERSEDED SURVEY CONTROL
 PY0860
 PY0860  NGVD 29 (08/20/92) 2351.421  (m)         7714.62   (f) ADJUSTED    1 2
 PY0860
 PY0860.Superseded values are not recommended for survey control.
 PY0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0860.See file dsdata.txt to determine how the superseded data were derived.
 PY0860
 PY0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ459407(NAD 83)
 PY0860_MARKER: DB = BENCH MARK DISK
 PY0860_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0860_SP_SET: COPPER-CLAD STEEL ROD
 PY0860_STAMPING: 27 MDC 1976 7713
 PY0860_MARK LOGO: USGS  
 PY0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0860
 PY0860  HISTORY     - Date     Condition        Report By
 PY0860  HISTORY     - 1976     MONUMENTED       USGS
 PY0860  HISTORY     - 1987     GOOD             NGS
 PY0860  HISTORY     - 1988     GOOD             USGS
 PY0860
 PY0860                          STATION DESCRIPTION
 PY0860
 PY0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0860'8.2 KM (5.10 MI) NORTH FROM LAKE JUNCTION.
 PY0860'8.2 KM (5.10 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0860'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, 12.8 M (42.0
 PY0860'FT) NORTHWEST OF THE CENTER OF A PAVED ROAD LEADING TO BUFFALO FORD
 PY0860'PICNIC AREA, AND 10.8 M (35.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 PY0860'HIGHWAY.
 PY0860'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0860'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PY0860
 PY0860                          STATION RECOVERY (1988)
 PY0860
 PY0860'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0643 ***********************************************************************
 OX0643  DESIGNATION -  27 MDC
 OX0643  PID         -  OX0643
 OX0643  STATE/COUNTY-  WY/TETON
 OX0643  USGS QUAD   -  COLTER BAY (1968)
 OX0643
 OX0643                         *CURRENT SURVEY CONTROL
 OX0643  ___________________________________________________________________
 OX0643* NAD 83(1986)-  43 58 05.     (N)    110 38 24.     (W)     SCALED    
 OX0643* NAVD 88     -      2087.371  (meters)    6848.32   (feet)  ADJUSTED  
 OX0643  ___________________________________________________________________
 OX0643  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 OX0643  DYNAMIC HT  -        2086.008 (meters)    6843.84  (feet)  COMP
 OX0643  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 OX0643
 OX0643  VERT ORDER  -  FIRST     CLASS II
 OX0643
 OX0643.The horizontal coordinates were scaled from a topographic map and have
 OX0643.an estimated accuracy of +/- 6 seconds.
 OX0643
 OX0643.The orthometric height was determined by differential leveling
 OX0643.and adjusted by the National Geodetic Survey in June 1991..
 OX0643
 OX0643.The geoid height was determined by GEOID03.
 OX0643
 OX0643.The dynamic height is computed by dividing the NAVD 88
 OX0643.geopotential number by the normal gravity value computed on the
 OX0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0643.degrees latitude (g = 980.6199 gals.).
 OX0643
 OX0643.The modeled gravity was interpolated from observed gravity values.
 OX0643
 OX0643;                    North         East    Units  Estimated Accuracy
 OX0643;SPC WY W     -   485,350.      755,330.      MT  (+/- 180 meters Scaled)
 OX0643
 OX0643                          SUPERSEDED SURVEY CONTROL
 OX0643
 OX0643.No superseded survey control is available for this station.
 OX0643
 OX0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP288683(NAD 83)
 OX0643_MARKER: DB = BENCH MARK DISK
 OX0643_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OX0643_SP_SET: CULVERT HEADWALL
 OX0643_STAMPING: 27 MDC 1977 6843
 OX0643_MARK LOGO: USGS  
 OX0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0643+STABILITY: SURFACE MOTION
 OX0643
 OX0643  HISTORY     - Date     Condition        Report By
 OX0643  HISTORY     - 1977     MONUMENTED       USGS
 OX0643
 OX0643                          STATION DESCRIPTION
 OX0643
 OX0643'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 OX0643'10.6 KM (6.60 MI) SOUTH FROM NORTH ENTRANCE GTNP.
 OX0643'GRAND TETON NATIONAL PARK, 6.6 MILES SOUTH OF ALONG THE HIGHWAY
 OX0643'TOWARD MORAN JUNCTION FROM THE NORTH BOUNDARY SIGN, NEAR A HORSESHOE
 OX0643'SHAPED TURNOUT ON THE SOUTHWEST SIDE OF THE HIGHWAY, 165 FEET
 OX0643'NORTHWEST OF THE NORTHWEST ENTRANCE TO THE TURNOUT, 19 FEET NORTHEAST
 OX0643'OF AND 1.5 FEET LOWER THAN CENTERLINE OF THE HIGHWAY, CEMENTED ON TOP
 OX0643'OF SOUTHEAST END OF CONCRETE AND MASON CULVERT, A STANDARD TABLET
 OX0643'STAMPED 27 MDC 1977 6843.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0473 ***********************************************************************
 OU0473  DESIGNATION -  27 RGB
 OU0473  PID         -  OU0473
 OU0473  STATE/COUNTY-  WY/WESTON
 OU0473  USGS QUAD   -  JIM CREEK (1971)
 OU0473
 OU0473                         *CURRENT SURVEY CONTROL
 OU0473  ___________________________________________________________________
 OU0473* NAD 83(1986)-  43 59 16.     (N)    105 03 46.     (W)     SCALED    
 OU0473* NAVD 88     -      1372.502  (meters)    4502.95   (feet)  POSTED    
 OU0473  ___________________________________________________________________
 OU0473  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 OU0473  DYNAMIC HT  -        1371.870 (meters)    4500.88  (feet)  COMP
 OU0473  MODELED GRAV-     980,108.8   (mgal)                       NAVD 88
 OU0473
 OU0473  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0473
 OU0473.The horizontal coordinates were scaled from a topographic map and have
 OU0473.an estimated accuracy of +/- 6 seconds.
 OU0473
 OU0473.The orthometric height was determined by differential leveling
 OU0473.and adjusted by the National Geodetic Survey in 1992..
 OU0473.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0473.rate of 0.0 thru 1.0 mm/km.
 OU0473
 OU0473.The geoid height was determined by GEOID03.
 OU0473
 OU0473.The dynamic height is computed by dividing the NAVD 88
 OU0473.geopotential number by the normal gravity value computed on the
 OU0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0473.degrees latitude (g = 980.6199 gals.).
 OU0473
 OU0473.The modeled gravity was interpolated from observed gravity values.
 OU0473
 OU0473;                    North         East    Units  Estimated Accuracy
 OU0473;SPC WY E     -   387,400.      208,330.      MT  (+/- 180 meters Scaled)
 OU0473
 OU0473                          SUPERSEDED SURVEY CONTROL
 OU0473
 OU0473.No superseded survey control is available for this station.
 OU0473
 OU0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ949705(NAD 83)
 OU0473_MARKER: DB = BENCH MARK DISK
 OU0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0473_SP_SET: COPPER-CLAD STEEL ROD
 OU0473_STAMPING: 27 RGB 1971
 OU0473_MARK LOGO: USGS  
 OU0473_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0473+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0473
 OU0473  HISTORY     - Date     Condition        Report By
 OU0473  HISTORY     - 1971     MONUMENTED       USGS
 OU0473
 OU0473                          STATION DESCRIPTION
 OU0473
 OU0473'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0473'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0473'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0473'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 4.1 MILES SOUTHEAST TO A
 OU0473'WINDMILL, 0.1 MILES SOUTH OF A T-ROAD WEST, AT NORHTEAST LEG OF A
 OU0473'WINDMILL ON THE WEST SIDE OF THE ROAD, 2 FEET EAST OF A WITNESS SIGN,
 OU0473'SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0727 ***********************************************************************
 NQ0727  DESIGNATION -  27 SJS
 NQ0727  PID         -  NQ0727
 NQ0727  STATE/COUNTY-  WY/CONVERSE
 NQ0727  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0727
 NQ0727                         *CURRENT SURVEY CONTROL
 NQ0727  ___________________________________________________________________
 NQ0727* NAD 83(1986)-  42 59 04.     (N)    104 55 50.     (W)     SCALED    
 NQ0727* NAVD 88     -      1422.691  (meters)    4667.61   (feet)  ADJUSTED  
 NQ0727  ___________________________________________________________________
 NQ0727  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 NQ0727  DYNAMIC HT  -        1421.886 (meters)    4664.97  (feet)  COMP
 NQ0727  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 NQ0727
 NQ0727  VERT ORDER  -  THIRD
 NQ0727
 NQ0727.The horizontal coordinates were scaled from a topographic map and have
 NQ0727.an estimated accuracy of +/- 6 seconds.
 NQ0727
 NQ0727.The orthometric height was determined by differential leveling
 NQ0727.and adjusted by the National Geodetic Survey in December 1993..
 NQ0727
 NQ0727.The geoid height was determined by GEOID03.
 NQ0727
 NQ0727.The dynamic height is computed by dividing the NAVD 88
 NQ0727.geopotential number by the normal gravity value computed on the
 NQ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0727.degrees latitude (g = 980.6199 gals.).
 NQ0727
 NQ0727.The modeled gravity was interpolated from observed gravity values.
 NQ0727
 NQ0727;                    North         East    Units  Estimated Accuracy
 NQ0727;SPC WY E     -   275,950.      219,260.      MT  (+/- 180 meters Scaled)
 NQ0727
 NQ0727                          SUPERSEDED SURVEY CONTROL
 NQ0727
 NQ0727.No superseded survey control is available for this station.
 NQ0727
 NQ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH056590(NAD 83)
 NQ0727_MARKER: DB = BENCH MARK DISK
 NQ0727_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0727+WITH SETTING: INFORMATION.
 NQ0727_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0727_STAMPING: 27 SJS 1970
 NQ0727_MARK LOGO: USGS  
 NQ0727_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0727
 NQ0727  HISTORY     - Date     Condition        Report By
 NQ0727  HISTORY     - 1970     MONUMENTED       USGS
 NQ0727
 NQ0727                          STATION DESCRIPTION
 NQ0727
 NQ0727'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0727'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 18.4 MILES (29.6 KM)
 NQ0727'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, THENCE PROCEED
 NQ0727'1.1 MILES (1.8 KM) SOUTHWEST FROM THE BOB MANNING RANCH HEADQUARTERS
 NQ0727'ALONG THE ROAD LEADING TO LOST SPRINGS, IN THE SW 1/4 OF S.21, T.35
 NQ0727'N., R.67 W., APPROXIMATELY 700 FEET (213.4 M) NORTHEAST ALONG THE
 NQ0727'ROAD FROM AN OLD BRIDGE, 14 FEET (4.3 M) WEST FROM A ROAD FORK
 NQ0727'NORTHWEST, 15 FEET (4.6 M) NORTH OF THE CENTERLINE OF THE ROAD,
 NQ0727'ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND SET ON A COPPER-COATED
 NQ0727'ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0213 ***********************************************************************
 NS0213  DESIGNATION -  27SC
 NS0213  PID         -  NS0213
 NS0213  STATE/COUNTY-  WY/SWEETWATER
 NS0213  USGS QUAD   -  THE PINNACLES (1986)
 NS0213
 NS0213                         *CURRENT SURVEY CONTROL
 NS0213  ___________________________________________________________________
 NS0213* NAD 83(1993)-  42 05 35.36150(N)    108 40 10.52039(W)     ADJUSTED  
 NS0213* NAVD 88     -      2191.40   (+/-2cm)    7189.6    (feet)  VERTCON   
 NS0213  ___________________________________________________________________
 NS0213  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 NS0213  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 NS0213
 NS0213  HORZ ORDER  -  THIRD
 NS0213  VERT ORDER  -  THIRD ? (See Below)
 NS0213
 NS0213.The horizontal coordinates were established by classical geodetic methods
 NS0213.and adjusted by the National Geodetic Survey in January 1997..
 NS0213
 NS0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0213.The vertical order pertains to the NGVD 29 superseded value.
 NS0213
 NS0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0213
 NS0213.The geoid height was determined by GEOID03.
 NS0213
 NS0213;                    North         East     Units Scale Factor Converg.
 NS0213;SPC WYWC     -   176,927.423   606,651.972   MT  0.99993804   +0 03 14.0
 NS0213;UTM  12      - 4,662,747.359   692,722.825   MT  1.00005704   +1 33 45.5
 NS0213
 NS0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0213!SPC WYWC     -   0.99965858  x   0.99993804  =   0.99959664
 NS0213!UTM  12      -   0.99965858  x   1.00005704  =   0.99971560
 NS0213
 NS0213:                Primary Azimuth Mark                     Grid Az
 NS0213:SPC WYWC     -  SPOT                                     216 53 03.9
 NS0213:UTM  12      -  SPOT                                     215 22 32.4
 NS0213
 NS0213|---------------------------------------------------------------------|
 NS0213| PID    Reference Object                     Distance      Geod. Az  |
 NS0213|                                                           dddmmss.s |
 NS0213| NS0214 SPOT                                APPROX.10.1 KM 2165617.9 |
 NS0213|---------------------------------------------------------------------|
 NS0213
 NS0213                          SUPERSEDED SURVEY CONTROL
 NS0213
 NS0213  NAD 83(1986)-  42 05 35.34744(N)    108 40 10.51842(W) AD(       ) 3
 NS0213  NAD 27      -  42 05 35.49386(N)    108 40 08.12311(W) AD(       ) 3
 NS0213  NGVD 29 (07/19/86) 2190.13   (m)         7185.5    (f) LEVELING    3  
 NS0213
 NS0213.Superseded values are not recommended for survey control.
 NS0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0213.See file dsdata.txt to determine how the superseded data were derived.
 NS0213
 NS0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM9272362747(NAD 83)
 NS0213_MARKER: DB = BENCH MARK DISK
 NS0213_SETTING: 0 = UNSPECIFIED SETTING
 NS0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0213
 NS0213  HISTORY     - Date     Condition        Report By
 NS0213  HISTORY     - 1957     MONUMENTED       USGS
 NS0213
 NS0213                          STATION DESCRIPTION
 NS0213
 NS0213'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NS0213'STATION IS LOCATED ABOUT 17.5 MI. -AIRLINE- NE. OF STEAMBOAT MOUNTAIN
 NS0213'AND 13.0 MI. -AIRLINE- SE. OF CONTINENTAL PEAK ON TOP OF A HILL, 135
 NS0213'FT. N. OF A RD. TO REACH FROM TABLE ROCK, WYOMING, PROCEED 41.0 MI. N.
 NS0213'OF U.S. HWY. 30 ALONG GRADED RD. LEADING TO BAR X RANCH, THENCE 3.8
 NS0213'MI. NW. OF BAR X RANCH.  FROM PARSONS, WYOMING 13.0 MI. EASTERLY FROM
 NS0213'POST OFFICE ALONG STATE HWY. 28 , THENCE 35.1 MI. SE. ALONG GRADED RD.
 NS0213'LEADING TO --- MIDDLE HAY RANCH --- AND BAR X RANCH ---, TO TOP OF
 NS0213'HILL AND STATION, N. OF RD.
 NS0213'
 NS0213'STATION MARK - STANDARD TABLET SET IN TOP  OF CONCRETE POST PROJECTING
 NS0213'0.1 FT. ABOVE GROUND.  STAMPED ---27 SC 1957 7185.---
 NS0213'
 NS0213'REFERENCE MARK NO.1 - THREE IN. DIAMETER CONCRETE POST WITH
 NS0213'REINFORCING BAR, PROJECTING 0.5 FT. AND LOCATED 57 FT. E. OF STATION,
 NS0213'S 83 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0461 ***********************************************************************
 OV0461  DESIGNATION -  28 ARD
 OV0461  PID         -  OV0461
 OV0461  STATE/COUNTY-  WY/NATRONA
 OV0461  USGS QUAD   -  FIFTYMILE FLAT (1976)
 OV0461
 OV0461                         *CURRENT SURVEY CONTROL
 OV0461  ___________________________________________________________________
 OV0461* NAD 83(1986)-  43 15 15.     (N)    106 38 33.     (W)     SCALED    
 OV0461* NAVD 88     -      1611.949  (meters)    5288.54   (feet)  POSTED    
 OV0461  ___________________________________________________________________
 OV0461  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 OV0461  DYNAMIC HT  -        1610.990 (meters)    5285.39  (feet)  COMP
 OV0461  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 OV0461
 OV0461  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0461
 OV0461.The horizontal coordinates were scaled from a topographic map and have
 OV0461.an estimated accuracy of +/- 6 seconds.
 OV0461
 OV0461.The orthometric height was determined by differential leveling
 OV0461.and adjusted by the National Geodetic Survey in 1992..
 OV0461.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0461.rate of 0.0 thru 1.0 mm/km.
 OV0461
 OV0461.The geoid height was determined by GEOID03.
 OV0461
 OV0461.The dynamic height is computed by dividing the NAVD 88
 OV0461.geopotential number by the normal gravity value computed on the
 OV0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0461.degrees latitude (g = 980.6199 gals.).
 OV0461
 OV0461.The modeled gravity was interpolated from observed gravity values.
 OV0461
 OV0461;                    North         East    Units  Estimated Accuracy
 OV0461;SPC WYEC     -   406,120.      456,100.      MT  (+/- 180 meters Scaled)
 OV0461
 OV0461                          SUPERSEDED SURVEY CONTROL
 OV0461
 OV0461.No superseded survey control is available for this station.
 OV0461
 OV0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH666903(NAD 83)
 OV0461_MARKER: DB = BENCH MARK DISK
 OV0461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0461_SP_SET: COPPER-CLAD STEEL ROD
 OV0461_STAMPING: 28 ARD 1968
 OV0461_MARK LOGO: USGS  
 OV0461_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0461+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0461
 OV0461  HISTORY     - Date     Condition        Report By
 OV0461  HISTORY     - 1968     MONUMENTED       USGS
 OV0461
 OV0461                          STATION DESCRIPTION
 OV0461
 OV0461'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0461'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0461'18.9 MILES GENERALLY NORTH ALONG COUNTY ROAD TO STOCK CORRALS EAST OF
 OV0461'THE ROAD, 285 FEET EAST OF AND ABOUT 20 FEET HIGHER THAN THE
 OV0461'CENTERLINE ROAD, AT A T-FENCE CORNER OF A CENTER PETITION OF THE
 OV0461'FENCE, 1 FOOT WEST OF THE FENCE CORNER AND WITNESS SIGN, SET IN A
 OV0461'COPPER-CLAD STEEL ROD PROJECTING .03 INCH.  ROD PROJECTING .03 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0092 ***********************************************************************
 NR0092  DESIGNATION -  28 HA
 NR0092  PID         -  NR0092
 NR0092  STATE/COUNTY-  WY/CARBON
 NR0092  USGS QUAD   -  CHALK HILLS (1984)
 NR0092
 NR0092                         *CURRENT SURVEY CONTROL
 NR0092  ___________________________________________________________________
 NR0092* NAD 83(1986)-  42 18 37.     (N)    106 05 26.     (W)     SCALED    
 NR0092* NAVD 88     -      2199.508  (meters)    7216.22   (feet)  ADJUSTED  
 NR0092  ___________________________________________________________________
 NR0092  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 NR0092  DYNAMIC HT  -        2197.794 (meters)    7210.60  (feet)  COMP
 NR0092  MODELED GRAV-     979,762.8   (mgal)                       NAVD 88
 NR0092
 NR0092  VERT ORDER  -  SECOND    CLASS 0
 NR0092
 NR0092.The horizontal coordinates were scaled from a topographic map and have
 NR0092.an estimated accuracy of +/- 6 seconds.
 NR0092
 NR0092.The orthometric height was determined by differential leveling
 NR0092.and adjusted by the National Geodetic Survey in June 1991..
 NR0092
 NR0092.The geoid height was determined by GEOID03.
 NR0092
 NR0092.The dynamic height is computed by dividing the NAVD 88
 NR0092.geopotential number by the normal gravity value computed on the
 NR0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0092.degrees latitude (g = 980.6199 gals.).
 NR0092
 NR0092.The modeled gravity was interpolated from observed gravity values.
 NR0092
 NR0092;                    North         East    Units  Estimated Accuracy
 NR0092;SPC WYEC     -   301,790.      502,460.      MT  (+/- 180 meters Scaled)
 NR0092
 NR0092                          SUPERSEDED SURVEY CONTROL
 NR0092
 NR0092  NGVD 29 (??/??/92) 2198.449  (m)         7212.74   (f) ADJ UNCH    2 0
 NR0092
 NR0092.Superseded values are not recommended for survey control.
 NR0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0092.See file dsdata.txt to determine how the superseded data were derived.
 NR0092
 NR0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG101848(NAD 83)
 NR0092_MARKER: DD = SURVEY DISK
 NR0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0092_STAMPING: 28 HA 1948
 NR0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0092+STABILITY: SURFACE MOTION
 NR0092
 NR0092  HISTORY     - Date     Condition        Report By
 NR0092  HISTORY     - 1948     MONUMENTED       USGS
 NR0092  HISTORY     - 1959     GOOD             NGS
 NR0092
 NR0092                          STATION DESCRIPTION
 NR0092
 NR0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0092'32.8 MI N FROM MEDICINE BOW.
 NR0092'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0092'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0092'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0092'ABOUT 13.7 MILES NORTHEAST ALONG A DIRT ROAD, AT THE JUNCTION OF A
 NR0092'DIRT ROAD, IN SECTION 17, R 77 W, T 27 N, 61 FEET WEST OF THE CENTER
 NR0092'OF THE JUNCTION, 61 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NR0092'ROAD, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NR0092'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0863 ***********************************************************************
 PY0863  DESIGNATION -  28 MDC
 PY0863  PID         -  PY0863
 PY0863  STATE/COUNTY-  WY/PARK
 PY0863  USGS QUAD   -  LAKE (1986)
 PY0863
 PY0863                         *CURRENT SURVEY CONTROL
 PY0863  ___________________________________________________________________
 PY0863* NAD 83(1986)-  44 36 33.     (N)    110 24 03.     (W)     SCALED    
 PY0863* NAVD 88     -      2360.826  (meters)    7745.48   (feet)  ADJUSTED  
 PY0863  ___________________________________________________________________
 PY0863  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0863  DYNAMIC HT  -        2359.263 (meters)    7740.35  (feet)  COMP
 PY0863  MODELED GRAV-     979,870.7   (mgal)                       NAVD 88
 PY0863
 PY0863  VERT ORDER  -  FIRST     CLASS II
 PY0863
 PY0863.The horizontal coordinates were scaled from a topographic map and have
 PY0863.an estimated accuracy of +/- 6 seconds.
 PY0863
 PY0863.The orthometric height was determined by differential leveling
 PY0863.and adjusted by the National Geodetic Survey in June 1991..
 PY0863
 PY0863.The geoid height was determined by GEOID03.
 PY0863
 PY0863.The dynamic height is computed by dividing the NAVD 88
 PY0863.geopotential number by the normal gravity value computed on the
 PY0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0863.degrees latitude (g = 980.6199 gals.).
 PY0863
 PY0863.The modeled gravity was interpolated from observed gravity values.
 PY0863
 PY0863;                    North         East    Units  Estimated Accuracy
 PY0863;SPC WYWC     -   457,760.      468,960.      MT  (+/- 180 meters Scaled)
 PY0863
 PY0863                          SUPERSEDED SURVEY CONTROL
 PY0863
 PY0863  NGVD 29 (08/20/92) 2359.433  (m)         7740.91   (f) ADJUSTED    1 2
 PY0863
 PY0863.Superseded values are not recommended for survey control.
 PY0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0863.See file dsdata.txt to determine how the superseded data were derived.
 PY0863
 PY0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ475397(NAD 83)
 PY0863_MARKER: DB = BENCH MARK DISK
 PY0863_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0863_SP_SET: COPPER-CLAD STEEL ROD
 PY0863_STAMPING: 28 MDC 1976 7740
 PY0863_MARK LOGO: USGS  
 PY0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0863
 PY0863  HISTORY     - Date     Condition        Report By
 PY0863  HISTORY     - 1976     MONUMENTED       USGS
 PY0863  HISTORY     - 1987     GOOD             NGS
 PY0863  HISTORY     - 1988     GOOD             USGS
 PY0863
 PY0863                          STATION DESCRIPTION
 PY0863
 PY0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0863'6.0 KM (3.75 MI) NORTH FROM LAKE JUNCTION.
 PY0863'6.1 KM (3.80 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0863'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, 10.0 M (32.8
 PY0863'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 5.1 M (16.7 FT)
 PY0863'NORTHWEST OF THE WEST END OF A PAVED HIGHWAY PULLOUT.
 PY0863'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0863'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 PY0863
 PY0863                          STATION RECOVERY (1988)
 PY0863
 PY0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0591 ***********************************************************************
 PV0591  DESIGNATION -  28 RGB
 PV0591  PID         -  PV0591
 PV0591  STATE/COUNTY-  WY/WESTON
 PV0591  USGS QUAD   -  WHITETAIL CREEK SE (1971)
 PV0591
 PV0591                         *CURRENT SURVEY CONTROL
 PV0591  ___________________________________________________________________
 PV0591* NAD 83(1986)-  44 01 06.     (N)    105 03 37.     (W)     SCALED    
 PV0591* NAVD 88     -      1354.816  (meters)    4444.93   (feet)  POSTED    
 PV0591  ___________________________________________________________________
 PV0591  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 PV0591  DYNAMIC HT  -        1354.200 (meters)    4442.90  (feet)  COMP
 PV0591  MODELED GRAV-     980,116.0   (mgal)                       NAVD 88
 PV0591
 PV0591  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0591
 PV0591.The horizontal coordinates were scaled from a topographic map and have
 PV0591.an estimated accuracy of +/- 6 seconds.
 PV0591
 PV0591.The orthometric height was determined by differential leveling
 PV0591.and adjusted by the National Geodetic Survey in 1992..
 PV0591.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0591.rate of 0.0 thru 1.0 mm/km.
 PV0591
 PV0591.The geoid height was determined by GEOID03.
 PV0591
 PV0591.The dynamic height is computed by dividing the NAVD 88
 PV0591.geopotential number by the normal gravity value computed on the
 PV0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0591.degrees latitude (g = 980.6199 gals.).
 PV0591
 PV0591.The modeled gravity was interpolated from observed gravity values.
 PV0591
 PV0591;                    North         East    Units  Estimated Accuracy
 PV0591;SPC WY E     -   390,790.      208,530.      MT  (+/- 180 meters Scaled)
 PV0591
 PV0591                          SUPERSEDED SURVEY CONTROL
 PV0591
 PV0591.No superseded survey control is available for this station.
 PV0591
 PV0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ951739(NAD 83)
 PV0591_MARKER: DB = BENCH MARK DISK
 PV0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0591_SP_SET: COPPER-CLAD STEEL ROD
 PV0591_STAMPING: 28 RGB 1971
 PV0591_MARK LOGO: USGS  
 PV0591_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0591+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0591
 PV0591  HISTORY     - Date     Condition        Report By
 PV0591  HISTORY     - 1971     MONUMENTED       USGS
 PV0591
 PV0591                          STATION DESCRIPTION
 PV0591
 PV0591'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0591'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 PV0591'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 PV0591'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 2.2 MILES SOUTHEAST TO A
 PV0591'T-ROAD WEST, 9.4 MILES SOUTH OF J. JESSEN RANCH, 35 FEET NORTH AND
 PV0591'37 FEET WEST OF THE CENTERLINE AT T-ROAD WEST, 3 FEET EAST OF A
 PV0591'WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 PV0591'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0728 ***********************************************************************
 NQ0728  DESIGNATION -  28 SJS
 NQ0728  PID         -  NQ0728
 NQ0728  STATE/COUNTY-  WY/CONVERSE
 NQ0728  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0728
 NQ0728                         *CURRENT SURVEY CONTROL
 NQ0728  ___________________________________________________________________
 NQ0728* NAD 83(1986)-  42 58 06.     (N)    104 56 30.     (W)     SCALED    
 NQ0728* NAVD 88     -      1429.639  (meters)    4690.41   (feet)  ADJUSTED  
 NQ0728  ___________________________________________________________________
 NQ0728  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 NQ0728  DYNAMIC HT  -        1428.824 (meters)    4687.73  (feet)  COMP
 NQ0728  MODELED GRAV-     980,000.8   (mgal)                       NAVD 88
 NQ0728
 NQ0728  VERT ORDER  -  THIRD
 NQ0728
 NQ0728.The horizontal coordinates were scaled from a topographic map and have
 NQ0728.an estimated accuracy of +/- 6 seconds.
 NQ0728
 NQ0728.The orthometric height was determined by differential leveling
 NQ0728.and adjusted by the National Geodetic Survey in December 1993..
 NQ0728
 NQ0728.The geoid height was determined by GEOID03.
 NQ0728
 NQ0728.The dynamic height is computed by dividing the NAVD 88
 NQ0728.geopotential number by the normal gravity value computed on the
 NQ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0728.degrees latitude (g = 980.6199 gals.).
 NQ0728
 NQ0728.The modeled gravity was interpolated from observed gravity values.
 NQ0728
 NQ0728;                    North         East    Units  Estimated Accuracy
 NQ0728;SPC WY E     -   274,160.      218,360.      MT  (+/- 180 meters Scaled)
 NQ0728
 NQ0728                          SUPERSEDED SURVEY CONTROL
 NQ0728
 NQ0728.No superseded survey control is available for this station.
 NQ0728
 NQ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH047573(NAD 83)
 NQ0728_MARKER: DB = BENCH MARK DISK
 NQ0728_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0728+WITH SETTING: INFORMATION.
 NQ0728_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0728_STAMPING: 28 SJS 1970
 NQ0728_MARK LOGO: USGS  
 NQ0728_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0728
 NQ0728  HISTORY     - Date     Condition        Report By
 NQ0728  HISTORY     - 1970     MONUMENTED       USGS
 NQ0728
 NQ0728                          STATION DESCRIPTION
 NQ0728
 NQ0728'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0728'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 17.1 MILES (27.5 KM)
 NQ0728'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, IN THE
 NQ0728'NORTHEAST CORNER OF S.31, T.35 N., R.67 W., 31 FEET (9.4 M) EAST AND
 NQ0728'23 FEET (7.0 M) SOUTH FROM A ROAD FORK LEADING WEST TO WALKER CREEK,
 NQ0728'1.5 FEET (0.5 M) NORTH OF A POWERLINE POLE, 0.5 FOOT (15.2 CM) LOWER
 NQ0728'THAN THE ROAD FORK, AND SET ON A COPPER-COATED ROD LEVEL WITH THE
 NQ0728'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0462 ***********************************************************************
 OV0462  DESIGNATION -  29 ARD
 OV0462  PID         -  OV0462
 OV0462  STATE/COUNTY-  WY/NATRONA
 OV0462  USGS QUAD   -  FIFTYMILE FLAT (1976)
 OV0462
 OV0462                         *CURRENT SURVEY CONTROL
 OV0462  ___________________________________________________________________
 OV0462* NAD 83(1986)-  43 16 04.     (N)    106 39 25.     (W)     SCALED    
 OV0462* NAVD 88     -      1588.987  (meters)    5213.20   (feet)  POSTED    
 OV0462  ___________________________________________________________________
 OV0462  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 OV0462  DYNAMIC HT  -        1588.050 (meters)    5210.13  (feet)  COMP
 OV0462  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 OV0462
 OV0462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0462
 OV0462.The horizontal coordinates were scaled from a topographic map and have
 OV0462.an estimated accuracy of +/- 6 seconds.
 OV0462
 OV0462.The orthometric height was determined by differential leveling
 OV0462.and adjusted by the National Geodetic Survey in 1992..
 OV0462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0462.rate of 0.0 thru 1.0 mm/km.
 OV0462
 OV0462.The geoid height was determined by GEOID03.
 OV0462
 OV0462.The dynamic height is computed by dividing the NAVD 88
 OV0462.geopotential number by the normal gravity value computed on the
 OV0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0462.degrees latitude (g = 980.6199 gals.).
 OV0462
 OV0462.The modeled gravity was interpolated from observed gravity values.
 OV0462
 OV0462;                    North         East    Units  Estimated Accuracy
 OV0462;SPC WYEC     -   407,620.      454,910.      MT  (+/- 180 meters Scaled)
 OV0462
 OV0462                          SUPERSEDED SURVEY CONTROL
 OV0462
 OV0462.No superseded survey control is available for this station.
 OV0462
 OV0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH655918(NAD 83)
 OV0462_MARKER: DB = BENCH MARK DISK
 OV0462_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OV0462_SP_SET: BRIDGE WING-WALL
 OV0462_STAMPING: 29 ARD 1968
 OV0462_MARK LOGO: USGS  
 OV0462_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0462+STABILITY: SURFACE MOTION
 OV0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0462+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0462
 OV0462  HISTORY     - Date     Condition        Report By
 OV0462  HISTORY     - 1968     MONUMENTED       USGS
 OV0462
 OV0462                          STATION DESCRIPTION
 OV0462
 OV0462'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0462'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0462'20.2 MILES NORTH ALONG COUNTY ROAD TO A CONCRETE BRIDGE OVER CLOUD
 OV0462'CREEK, IN NORTHEAST WING-WALL AT SOUTHEAST END OF THE BRIDGE, 15 FEET
 OV0462'NORTHEAST OF AND 0.2 FEET HIGHER THAN THE CENTERLINE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0093 ***********************************************************************
 NR0093  DESIGNATION -  29 HA
 NR0093  PID         -  NR0093
 NR0093  STATE/COUNTY-  WY/CARBON
 NR0093  USGS QUAD   -  CHALK HILLS (1984)
 NR0093
 NR0093                         *CURRENT SURVEY CONTROL
 NR0093  ___________________________________________________________________
 NR0093* NAD 83(1986)-  42 19 10.     (N)    106 05 30.     (W)     SCALED    
 NR0093* NAVD 88     -      2209.498  (meters)    7248.99   (feet)  ADJUSTED  
 NR0093  ___________________________________________________________________
 NR0093  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 NR0093  DYNAMIC HT  -        2207.780 (meters)    7243.36  (feet)  COMP
 NR0093  MODELED GRAV-     979,763.8   (mgal)                       NAVD 88
 NR0093
 NR0093  VERT ORDER  -  SECOND    CLASS 0
 NR0093
 NR0093.The horizontal coordinates were scaled from a topographic map and have
 NR0093.an estimated accuracy of +/- 6 seconds.
 NR0093
 NR0093.The orthometric height was determined by differential leveling
 NR0093.and adjusted by the National Geodetic Survey in June 1991..
 NR0093
 NR0093.The geoid height was determined by GEOID03.
 NR0093
 NR0093.The dynamic height is computed by dividing the NAVD 88
 NR0093.geopotential number by the normal gravity value computed on the
 NR0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0093.degrees latitude (g = 980.6199 gals.).
 NR0093
 NR0093.The modeled gravity was interpolated from observed gravity values.
 NR0093
 NR0093;                    North         East    Units  Estimated Accuracy
 NR0093;SPC WYEC     -   302,810.      502,350.      MT  (+/- 180 meters Scaled)
 NR0093
 NR0093                          SUPERSEDED SURVEY CONTROL
 NR0093
 NR0093  NGVD 29 (??/??/92) 2208.440  (m)         7245.52   (f) ADJ UNCH    2 0
 NR0093
 NR0093.Superseded values are not recommended for survey control.
 NR0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0093.See file dsdata.txt to determine how the superseded data were derived.
 NR0093
 NR0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG100858(NAD 83)
 NR0093_MARKER: DD = SURVEY DISK
 NR0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0093_STAMPING: 29 HA 1948
 NR0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0093+STABILITY: SURFACE MOTION
 NR0093
 NR0093  HISTORY     - Date     Condition        Report By
 NR0093  HISTORY     - 1948     MONUMENTED       USGS
 NR0093  HISTORY     - 1959     GOOD             NGS
 NR0093
 NR0093                          STATION DESCRIPTION
 NR0093
 NR0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0093'33.5 MI N FROM MEDICINE BOW.
 NR0093'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0093'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0093'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0093'ABOUT 14.4 MILES NORTHEAST ALONG A DIRT ROAD, 46 FEET EAST OF THE
 NR0093'CENTER LINE OF THE ROAD, IN SECTION 17, R 77 W, T 27 N, ABOUT 0.7 MILE
 NR0093'NORTH OF THE JUNCTION OF A TRAIL ROAD, AT THE INTERSECTION OF A TRAIL
 NR0093'ROAD LEADING EAST-WEST, 22 FEET SOUTH OF THE CENTER LINE OF THE TRAIL
 NR0093'ROAD LEADING EAST, 16 FEET EAST OF A CONOCO SIGN, ABOUT 1 FOOT BELOW
 NR0093'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 NR0093'INCHES.  NOTE-- THIS MARK IS LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0864 ***********************************************************************
 PY0864  DESIGNATION -  29 MDC
 PY0864  PID         -  PY0864
 PY0864  STATE/COUNTY-  WY/PARK
 PY0864  USGS QUAD   -  LAKE (1986)
 PY0864
 PY0864                         *CURRENT SURVEY CONTROL
 PY0864  ___________________________________________________________________
 PY0864* NAD 83(1986)-  44 36 19.     (N)    110 23 03.     (W)     SCALED    
 PY0864* NAVD 88     -      2370.331  (meters)    7776.66   (feet)  ADJUSTED  
 PY0864  ___________________________________________________________________
 PY0864  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0864  DYNAMIC HT  -        2368.769 (meters)    7771.54  (feet)  COMP
 PY0864  MODELED GRAV-     979,873.0   (mgal)                       NAVD 88
 PY0864
 PY0864  VERT ORDER  -  FIRST     CLASS II
 PY0864
 PY0864.The horizontal coordinates were scaled from a topographic map and have
 PY0864.an estimated accuracy of +/- 6 seconds.
 PY0864
 PY0864.The orthometric height was determined by differential leveling
 PY0864.and adjusted by the National Geodetic Survey in June 1991..
 PY0864
 PY0864.The geoid height was determined by GEOID03.
 PY0864
 PY0864.The dynamic height is computed by dividing the NAVD 88
 PY0864.geopotential number by the normal gravity value computed on the
 PY0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0864.degrees latitude (g = 980.6199 gals.).
 PY0864
 PY0864.The modeled gravity was interpolated from observed gravity values.
 PY0864
 PY0864;                    North         East    Units  Estimated Accuracy
 PY0864;SPC WYWC     -   457,300.      470,280.      MT  (+/- 180 meters Scaled)
 PY0864
 PY0864                          SUPERSEDED SURVEY CONTROL
 PY0864
 PY0864  NGVD 29 (08/20/92) 2368.947  (m)         7772.12   (f) ADJUSTED    1 2
 PY0864
 PY0864.Superseded values are not recommended for survey control.
 PY0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0864.See file dsdata.txt to determine how the superseded data were derived.
 PY0864
 PY0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ488392(NAD 83)
 PY0864_MARKER: DB = BENCH MARK DISK
 PY0864_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0864_SP_SET: COPPER-CLAD STEEL ROD
 PY0864_STAMPING: 29 MDC 1976 7771
 PY0864_MARK LOGO: USGS  
 PY0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0864
 PY0864  HISTORY     - Date     Condition        Report By
 PY0864  HISTORY     - 1976     MONUMENTED       USGS
 PY0864  HISTORY     - 1987     GOOD             NGS
 PY0864  HISTORY     - 1988     GOOD             USGS
 PY0864
 PY0864                          STATION DESCRIPTION
 PY0864
 PY0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0864'4.6 KM (2.85 MI) NORTH FROM LAKE JUNCTION.
 PY0864'4.6 KM (2.85 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0864'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, AT THE
 PY0864'EXTREAM SOUTH END OF A PARKING AREA FOR LE HARDY RAPIDS, 10.0 M (32.8
 PY0864'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.2 M (17.1 FT) NORTHEAST
 PY0864'OF A SIGN (LE HARDY RAPIDS), AND 2.2 M (7.2 FT) EAST OF THE SOUTHEAST
 PY0864'CORNER OF A PAVED WALKWAY.
 PY0864'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0864'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 PY0864
 PY0864                          STATION RECOVERY (1988)
 PY0864
 PY0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0590 ***********************************************************************
 PV0590  DESIGNATION -  29 RGB
 PV0590  PID         -  PV0590
 PV0590  STATE/COUNTY-  WY/WESTON
 PV0590  USGS QUAD   -  WHITETAIL CREEK SE (1971)
 PV0590
 PV0590                         *CURRENT SURVEY CONTROL
 PV0590  ___________________________________________________________________
 PV0590* NAD 83(1986)-  44 02 47.     (N)    105 04 17.     (W)     SCALED    
 PV0590* NAVD 88     -      1339.834  (meters)    4395.77   (feet)  POSTED    
 PV0590  ___________________________________________________________________
 PV0590  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 PV0590  DYNAMIC HT  -        1339.240 (meters)    4393.82  (feet)  COMP
 PV0590  MODELED GRAV-     980,125.4   (mgal)                       NAVD 88
 PV0590
 PV0590  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0590
 PV0590.The horizontal coordinates were scaled from a topographic map and have
 PV0590.an estimated accuracy of +/- 6 seconds.
 PV0590
 PV0590.The orthometric height was determined by differential leveling
 PV0590.and adjusted by the National Geodetic Survey in 1992..
 PV0590.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0590.rate of 0.0 thru 1.0 mm/km.
 PV0590
 PV0590.The geoid height was determined by GEOID03.
 PV0590
 PV0590.The dynamic height is computed by dividing the NAVD 88
 PV0590.geopotential number by the normal gravity value computed on the
 PV0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0590.degrees latitude (g = 980.6199 gals.).
 PV0590
 PV0590.The modeled gravity was interpolated from observed gravity values.
 PV0590
 PV0590;                    North         East    Units  Estimated Accuracy
 PV0590;SPC WY E     -   393,910.      207,640.      MT  (+/- 180 meters Scaled)
 PV0590
 PV0590                          SUPERSEDED SURVEY CONTROL
 PV0590
 PV0590.No superseded survey control is available for this station.
 PV0590
 PV0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ942770(NAD 83)
 PV0590_MARKER: DB = BENCH MARK DISK
 PV0590_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0590_SP_SET: COPPER-CLAD STEEL ROD
 PV0590_STAMPING: 29 RGB 1971
 PV0590_MARK LOGO: USGS  
 PV0590_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0590+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0590
 PV0590  HISTORY     - Date     Condition        Report By
 PV0590  HISTORY     - 1971     MONUMENTED       USGS
 PV0590
 PV0590                          STATION DESCRIPTION
 PV0590
 PV0590'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0590'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 PV0590'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 PV0590'SOUTHEAST TO A DRAIN AND ROAD FORK, 7.2 MILES SOUTH OF J. JESSEN
 PV0590'RANCH, 134 FEET NORTHWEST AND 36 FEET SOUTHWEST OF ROAD AT DRAIN, IN
 PV0590'THE TOP OF A SMALL BARE HILL, SET IN A COPPER-CLAD STEEL ROD AND
 PV0590'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0729 ***********************************************************************
 NQ0729  DESIGNATION -  29 SJS
 NQ0729  PID         -  NQ0729
 NQ0729  STATE/COUNTY-  WY/CONVERSE
 NQ0729  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0729
 NQ0729                         *CURRENT SURVEY CONTROL
 NQ0729  ___________________________________________________________________
 NQ0729* NAD 83(1986)-  42 57 33.     (N)    104 56 59.     (W)     SCALED    
 NQ0729* NAVD 88     -      1444.238  (meters)    4738.30   (feet)  ADJUSTED  
 NQ0729  ___________________________________________________________________
 NQ0729  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 NQ0729  DYNAMIC HT  -        1443.413 (meters)    4735.60  (feet)  COMP
 NQ0729  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 NQ0729
 NQ0729  VERT ORDER  -  THIRD
 NQ0729
 NQ0729.The horizontal coordinates were scaled from a topographic map and have
 NQ0729.an estimated accuracy of +/- 6 seconds.
 NQ0729
 NQ0729.The orthometric height was determined by differential leveling
 NQ0729.and adjusted by the National Geodetic Survey in December 1993..
 NQ0729
 NQ0729.The geoid height was determined by GEOID03.
 NQ0729
 NQ0729.The dynamic height is computed by dividing the NAVD 88
 NQ0729.geopotential number by the normal gravity value computed on the
 NQ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0729.degrees latitude (g = 980.6199 gals.).
 NQ0729
 NQ0729.The modeled gravity was interpolated from observed gravity values.
 NQ0729
 NQ0729;                    North         East    Units  Estimated Accuracy
 NQ0729;SPC WY E     -   273,140.      217,700.      MT  (+/- 180 meters Scaled)
 NQ0729
 NQ0729                          SUPERSEDED SURVEY CONTROL
 NQ0729
 NQ0729.No superseded survey control is available for this station.
 NQ0729
 NQ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH041562(NAD 83)
 NQ0729_MARKER: DB = BENCH MARK DISK
 NQ0729_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0729+WITH SETTING: INFORMATION.
 NQ0729_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0729_STAMPING: 29 SJS 1970
 NQ0729_MARK LOGO: USGS  
 NQ0729_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0729
 NQ0729  HISTORY     - Date     Condition        Report By
 NQ0729  HISTORY     - 1970     MONUMENTED       USGS
 NQ0729
 NQ0729                          STATION DESCRIPTION
 NQ0729
 NQ0729'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0729'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 16.3 MILES (26.2 KM)
 NQ0729'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, NEAR THE 1/4
 NQ0729'CORNER BETWEEN S.31 AND S.6, T.35 N., R.67 W., 35 FEET (10.7 M) EAST
 NQ0729'OF A ROAD FORK LEADING NORTHWEST TO WALKER CREEK, 1 FOOT (0.3 M)
 NQ0729'HIGHER THAN THE ROAD FORK, ENCASED IN A 6-INCH WHITE PLASTIC PIPE
 NQ0729'LEVEL WITH THE GROUND, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0633 ***********************************************************************
 NQ0633  DESIGNATION -  29 VLG
 NQ0633  PID         -  NQ0633
 NQ0633  STATE/COUNTY-  WY/ALBANY
 NQ0633  USGS QUAD   -  GREASEWOOD KNOLL (1968)
 NQ0633
 NQ0633                         *CURRENT SURVEY CONTROL
 NQ0633  ___________________________________________________________________
 NQ0633* NAD 83(1993)-  42 00 19.96783(N)    105 57 27.79700(W)     ADJUSTED  
 NQ0633* NAVD 88     -      2088.45   (+/-2cm)    6851.9    (feet)  VERTCON   
 NQ0633  ___________________________________________________________________
 NQ0633  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 NQ0633  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 NQ0633
 NQ0633  HORZ ORDER  -  THIRD
 NQ0633  VERT ORDER  -  THIRD ? (See Below)
 NQ0633
 NQ0633.The horizontal coordinates were established by classical geodetic methods
 NQ0633.and adjusted by the National Geodetic Survey in January 1997..
 NQ0633
 NQ0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0633.The vertical order pertains to the NGVD 29 superseded value.
 NQ0633
 NQ0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0633
 NQ0633.The geoid height was determined by GEOID03.
 NQ0633
 NQ0633;                    North         East     Units Scale Factor Converg.
 NQ0633;SPC WY E     -   167,496.497   134,470.080   MT  0.99999032   -0 31 45.8
 NQ0633;UTM  13      - 4,650,835.660   420,690.288   MT  0.99967740   -0 38 27.4
 NQ0633
 NQ0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0633!SPC WY E     -   0.99967447  x   0.99999032  =   0.99966480
 NQ0633!UTM  13      -   0.99967447  x   0.99967740  =   0.99935198
 NQ0633
 NQ0633:                Primary Azimuth Mark                     Grid Az
 NQ0633:SPC WY E     -  SODA                                     001 13 24.8
 NQ0633:UTM  13      -  SODA                                     001 20 06.4
 NQ0633
 NQ0633|---------------------------------------------------------------------|
 NQ0633| PID    Reference Object                     Distance      Geod. Az  |
 NQ0633|                                                           dddmmss.s |
 NQ0633| NQ0631 SODA                                APPROX. 4.4 KM 0004139.0 |
 NQ0633|---------------------------------------------------------------------|
 NQ0633
 NQ0633                          SUPERSEDED SURVEY CONTROL
 NQ0633
 NQ0633  NAD 83(1986)-  42 00 19.95405(N)    105 57 27.78935(W) AD(       ) 3
 NQ0633  NAD 27      -  42 00 20.07098(N)    105 57 25.76012(W) AD(       ) 3
 NQ0633  NGVD 29 (07/19/86) 2087.40   (m)         6848.4    (f) LEVELING    3  
 NQ0633
 NQ0633.Superseded values are not recommended for survey control.
 NQ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0633.See file dsdata.txt to determine how the superseded data were derived.
 NQ0633
 NQ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG2069050836(NAD 83)
 NQ0633_MARKER: DB = BENCH MARK DISK
 NQ0633_SETTING: 0 = UNSPECIFIED SETTING
 NQ0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0633
 NQ0633  HISTORY     - Date     Condition        Report By
 NQ0633  HISTORY     - 1953     MONUMENTED       USGS
 NQ0633
 NQ0633                          STATION DESCRIPTION
 NQ0633
 NQ0633'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 NQ0633'STATION IS LOCATED ABOUT 18 MI. NE. OF ROCK RIVER, IN SEC. 32,
 NQ0633'T 24 N, R 76 W, ABOUT 0.2 MI. S. OF GREASEWOOD CREEK.
 NQ0633'
 NQ0633'TO REACH STATION FROM THE ROCK RIVER SCHOOLHOUSE, GO N. ON U.S.
 NQ0633'HIGHWAY 30 5.9 MI. TO GRAVEL RD. TURNOFF ON RIGHT, KNOWN AS
 NQ0633'MARSHALL ROAD, TURN RIGHT ONTO THIS RD. AND GO 12.1 MI. STAYING
 NQ0633'ON MAIN RD. TO TRACK RD. FORKING OFF TO RIGHT, TURN RIGHT AND
 NQ0633'FOLLOW RD. 1.2 MI. TO RD. FORK, TURN RIGHT AND GO 2.5 MI. TO
 NQ0633'CROSSROADS AND STATION SITE.  TABLET IS SET ABOUT 37 FT. S. OF E-W.
 NQ0633'RD. AND ABOUT 50 FT. E. OF N-S. RD.
 NQ0633'
 NQ0633'STATION MARK--STANDARD USGS BENCH MARK TABLET, STAMPED ---29 VLG
 NQ0633'1953---.
 NQ0633'
 NQ0633'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0156 ***********************************************************************
 OV0156  DESIGNATION -  294.60
 OV0156  PID         -  OV0156
 OV0156  STATE/COUNTY-  WY/FREMONT
 OV0156  USGS QUAD   -  PICARD RANCH (1952)
 OV0156
 OV0156                         *CURRENT SURVEY CONTROL
 OV0156  ___________________________________________________________________
 OV0156* NAD 83(1986)-  43 16 32.     (N)    107 53 44.     (W)     SCALED    
 OV0156* NAVD 88     -      1533.712  (meters)    5031.85   (feet)  ADJUSTED  
 OV0156  ___________________________________________________________________
 OV0156  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 OV0156  DYNAMIC HT  -        1532.726 (meters)    5028.62  (feet)  COMP
 OV0156  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 OV0156
 OV0156  VERT ORDER  -  FIRST     CLASS II
 OV0156
 OV0156.The horizontal coordinates were scaled from a topographic map and have
 OV0156.an estimated accuracy of +/- 6 seconds.
 OV0156
 OV0156.The orthometric height was determined by differential leveling
 OV0156.and adjusted by the National Geodetic Survey in June 1991..
 OV0156
 OV0156.The geoid height was determined by GEOID03.
 OV0156
 OV0156.The dynamic height is computed by dividing the NAVD 88
 OV0156.geopotential number by the normal gravity value computed on the
 OV0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0156.degrees latitude (g = 980.6199 gals.).
 OV0156
 OV0156.The modeled gravity was interpolated from observed gravity values.
 OV0156
 OV0156;                    North         East    Units  Estimated Accuracy
 OV0156;SPC WYWC     -   308,620.      669,360.      MT  (+/- 180 meters Scaled)
 OV0156
 OV0156                          SUPERSEDED SURVEY CONTROL
 OV0156
 OV0156  NGVD 29 (??/??/92) 1532.730  (m)         5028.63   (f) ADJ UNCH    1 2
 OV0156
 OV0156.Superseded values are not recommended for survey control.
 OV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0156.See file dsdata.txt to determine how the superseded data were derived.
 OV0156
 OV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH650954(NAD 83)
 OV0156_MARKER: DD = SURVEY DISK
 OV0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0156_SP_SET: PIER
 OV0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0156
 OV0156  HISTORY     - Date     Condition        Report By
 OV0156  HISTORY     - UNK      MONUMENTED       CBQRR
 OV0156  HISTORY     - 1966     GOOD             NGS
 OV0156
 OV0156                          STATION DESCRIPTION
 OV0156
 OV0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0156'9.8 MI E FROM BONNEVILLE.
 OV0156'ABOUT 9.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0156'FROM THE STATION AT BONNEVILLE, FREMONT COUNTY, AT BRIDGE 294.60, AND
 OV0156'IN THE TOP OF THE SOUTH END OF PIER 5.  A 1-1/2-INCH BRASS DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0471 ***********************************************************************
 MO0471  DESIGNATION -  3
 MO0471  PID         -  MO0471
 MO0471  STATE/COUNTY-  WY/ALBANY
 MO0471  USGS QUAD   -  BUFORD (1987)
 MO0471
 MO0471                         *CURRENT SURVEY CONTROL
 MO0471  ___________________________________________________________________
 MO0471* NAD 83(1986)-  41 06 30.     (N)    105 22 21.     (W)     SCALED    
 MO0471* NAVD 88     -      2480.743  (meters)    8138.90   (feet)  ADJUSTED  
 MO0471  ___________________________________________________________________
 MO0471  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 MO0471  DYNAMIC HT  -        2478.450 (meters)    8131.38  (feet)  COMP
 MO0471  MODELED GRAV-     979,608.5   (mgal)                       NAVD 88
 MO0471
 MO0471  VERT ORDER  -  FIRST     CLASS II
 MO0471
 MO0471.The horizontal coordinates were scaled from a topographic map and have
 MO0471.an estimated accuracy of +/- 6 seconds.
 MO0471
 MO0471.The orthometric height was determined by differential leveling
 MO0471.and adjusted by the National Geodetic Survey in June 1991..
 MO0471
 MO0471.The geoid height was determined by GEOID03.
 MO0471
 MO0471.The dynamic height is computed by dividing the NAVD 88
 MO0471.geopotential number by the normal gravity value computed on the
 MO0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0471.degrees latitude (g = 980.6199 gals.).
 MO0471
 MO0471.The modeled gravity was interpolated from observed gravity values.
 MO0471
 MO0471;                    North         East    Units  Estimated Accuracy
 MO0471;SPC WY E     -    67,570.      182,710.      MT  (+/- 180 meters Scaled)
 MO0471
 MO0471                          SUPERSEDED SURVEY CONTROL
 MO0471
 MO0471  NGVD 29 (??/??/92) 2479.57   (m)         8135.1    (f) COMPUTED    1 2
 MO0471
 MO0471.Superseded values are not recommended for survey control.
 MO0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0471.See file dsdata.txt to determine how the superseded data were derived.
 MO0471
 MO0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF687508(NAD 83)
 MO0471_MARKER: Z = SEE DESCRIPTION
 MO0471_SETTING: 66 = SET IN ROCK OUTCROP
 MO0471_SP_SET: GRANITE OUTCROP
 MO0471_MARK LOGO: USGS  
 MO0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0471+STABILITY: POSITION/ELEVATION WELL
 MO0471
 MO0471  HISTORY     - Date     Condition        Report By
 MO0471  HISTORY     - UNK      MONUMENTED       USGS
 MO0471  HISTORY     - 1956     GOOD             NGS
 MO0471  HISTORY     - 1983     GOOD             NGS
 MO0471  HISTORY     - 1985     MARK NOT FOUND   DMA
 MO0471  HISTORY     - 1985     GOOD             DMA
 MO0471
 MO0471                          STATION DESCRIPTION
 MO0471
 MO0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0471'1.5 MI NW FROM SHERMAN.
 MO0471'1.5 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0471'RAILROAD STATION SIGN AT SHERMAN, 94.5 FEET SOUTH OF A FENCE,
 MO0471'92.9 FEET NORTH OF A RAILROAD SPIKE WHICH IS DRIVEN IN THE NORTH
 MO0471'SIDE OF A 12 INCH PINE TREE, 36 FEET SOUTH OF THE CENTER LINE
 MO0471'OF A GRAVELED ROAD, 10.8 FEET SOUTH OF A WITNESS POST, 2 FEET
 MO0471'ABOVE THE LEVEL OF THE ROAD, IN THE TOP OF A GRANITE OUTCROP,
 MO0471'IN SECTION 8, TOWNSHIP 13 NORTH, RANGE 71 WEST.
 MO0471
 MO0471                          STATION RECOVERY (1983)
 MO0471
 MO0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0471'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  40.7 KM
 MO0471'(25.3 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0471'STATION IN LARAMIE, THENCE 2.4 KM (1.5 MI) NORTHWEST ALONG A DIRT
 MO0471'ROAD.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
 MO0471
 MO0471                          STATION RECOVERY (1985)
 MO0471
 MO0471'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0471'MARK NOT FOUND.
 MO0471
 MO0471                          STATION RECOVERY (1985)
 MO0471
 MO0471'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0254 ***********************************************************************
 MQ0254  DESIGNATION -  3 BE
 MQ0254  PID         -  MQ0254
 MQ0254  STATE/COUNTY-  WY/SWEETWATER
 MQ0254  USGS QUAD   -  BRYAN (1980)
 MQ0254
 MQ0254                         *CURRENT SURVEY CONTROL
 MQ0254  ___________________________________________________________________
 MQ0254* NAD 83(1986)-  41 32 50.     (N)    109 38 59.     (W)     SCALED    
 MQ0254* NAVD 88     -      1900.321  (meters)    6234.64   (feet)  ADJUSTED  
 MQ0254  ___________________________________________________________________
 MQ0254  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 MQ0254  DYNAMIC HT  -        1898.661 (meters)    6229.19  (feet)  COMP
 MQ0254  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 MQ0254
 MQ0254  VERT ORDER  -  FIRST     CLASS II
 MQ0254
 MQ0254.The horizontal coordinates were scaled from a topographic map and have
 MQ0254.an estimated accuracy of +/- 6 seconds.
 MQ0254
 MQ0254.The orthometric height was determined by differential leveling
 MQ0254.and adjusted by the National Geodetic Survey in June 1991..
 MQ0254
 MQ0254.The geoid height was determined by GEOID03.
 MQ0254
 MQ0254.The dynamic height is computed by dividing the NAVD 88
 MQ0254.geopotential number by the normal gravity value computed on the
 MQ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0254.degrees latitude (g = 980.6199 gals.).
 MQ0254
 MQ0254.The modeled gravity was interpolated from observed gravity values.
 MQ0254
 MQ0254;                    North         East    Units  Estimated Accuracy
 MQ0254;SPC WYWC     -   116,680.      524,940.      MT  (+/- 180 meters Scaled)
 MQ0254
 MQ0254                          SUPERSEDED SURVEY CONTROL
 MQ0254
 MQ0254  NGVD 29 (06/08/92) 1898.988  (m)         6230.26   (f) ADJUSTED    1 2
 MQ0254
 MQ0254.Superseded values are not recommended for survey control.
 MQ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0254.See file dsdata.txt to determine how the superseded data were derived.
 MQ0254
 MQ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM126003(NAD 83)
 MQ0254_MARKER: DD = SURVEY DISK
 MQ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0254_STAMPING: 3 B E 1958
 MQ0254_MARK LOGO: USGS  
 MQ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0254+STABILITY: SURFACE MOTION
 MQ0254
 MQ0254  HISTORY     - Date     Condition        Report By
 MQ0254  HISTORY     - 1958     MONUMENTED       USGS
 MQ0254  HISTORY     - 1958     GOOD             NGS
 MQ0254  HISTORY     - 1983     GOOD             NGS
 MQ0254
 MQ0254                          STATION DESCRIPTION
 MQ0254
 MQ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0254'10.5 MI W FROM GREEN RIVER.
 MQ0254'ABOUT 10.5 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0254'GREEN RIVER, 106 FEET SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 30, AT
 MQ0254'THE JUNCTION WITH OLD U. S. HIGHWAY 30, 7 FEET SOUTHEAST OF TWIN
 MQ0254'TELEPHONE POLES, 2 FEET NORTHWEST OF A CONCRETE WITNESS POST, ABOUT 4
 MQ0254'FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 MQ0254'PROJECTING 4 INCHES.
 MQ0254
 MQ0254                          STATION RECOVERY (1983)
 MQ0254
 MQ0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0254'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0254'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0592 ***********************************************************************
 PV0592  DESIGNATION -  3 GRS
 PV0592  PID         -  PV0592
 PV0592  STATE/COUNTY-  WY/CAMPBELL
 PV0592  USGS QUAD   -  LAREY DRAW (1971)
 PV0592
 PV0592                         *CURRENT SURVEY CONTROL
 PV0592  ___________________________________________________________________
 PV0592* NAD 83(1986)-  44 41 22.     (N)    105 59 57.     (W)     SCALED    
 PV0592* NAVD 88     -      1197.164  (meters)    3927.70   (feet)  POSTED    
 PV0592  ___________________________________________________________________
 PV0592  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 PV0592  DYNAMIC HT  -        1196.730 (meters)    3926.27  (feet)  COMP
 PV0592  MODELED GRAV-     980,215.8   (mgal)                       NAVD 88
 PV0592
 PV0592  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0592
 PV0592.The horizontal coordinates were scaled from a topographic map and have
 PV0592.an estimated accuracy of +/- 6 seconds.
 PV0592
 PV0592.The orthometric height was determined by differential leveling
 PV0592.and adjusted by the National Geodetic Survey in 1992..
 PV0592.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0592.rate of 0.0 thru 1.0 mm/km.
 PV0592
 PV0592.The geoid height was determined by GEOID03.
 PV0592
 PV0592.The dynamic height is computed by dividing the NAVD 88
 PV0592.geopotential number by the normal gravity value computed on the
 PV0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0592.degrees latitude (g = 980.6199 gals.).
 PV0592
 PV0592.The modeled gravity was interpolated from observed gravity values.
 PV0592
 PV0592;                    North         East    Units  Estimated Accuracy
 PV0592;SPC WY E     -   465,690.      134,010.      MT  (+/- 180 meters Scaled)
 PV0592
 PV0592                          SUPERSEDED SURVEY CONTROL
 PV0592
 PV0592  NGVD 29 (??/??/92) 1196.43   (m)         3925.3    (f) COMPUTED    3 0
 PV0592
 PV0592.Superseded values are not recommended for survey control.
 PV0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0592.See file dsdata.txt to determine how the superseded data were derived.
 PV0592
 PV0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK208489(NAD 83)
 PV0592_MARKER: DB = BENCH MARK DISK
 PV0592_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0592_SP_SET: COPPER-CLAD STEEL ROD
 PV0592_STAMPING: 3 GRS 1971
 PV0592_MARK LOGO: USGS  
 PV0592_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0592+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0592
 PV0592  HISTORY     - Date     Condition        Report By
 PV0592  HISTORY     - 1971     MONUMENTED       USGS
 PV0592
 PV0592                          STATION DESCRIPTION
 PV0592
 PV0592'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0592'FROM THE ARVADA, WYOMING POST OFFICE, PROCEED 3.2 MILES NORTH ALONG
 PV0592'STATE HIGHWAY 341 TO THE JUNCTION WITH U.S. HIGHWAY 14 AND 16,
 PV0592'THENCE 6.1 MILES EAST ALONG U.S. HIGHWAY 14 AND 16, 53 FEET SOUTH
 PV0592'AND 88 FEET EAST OF AND LEVEL WITH THE CROSSROADS, 2 FEET SOUTH AND 3
 PV0592'FEET EAST OF A T-FENCE CORNER, 1 FOOT EAST OF A WITNESS POST, SET IN
 PV0592'A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1054 ***********************************************************************
 PY1054  DESIGNATION -  3 GWM
 PY1054  PID         -  PY1054
 PY1054  STATE/COUNTY-  WY/PARK
 PY1054  USGS QUAD   -  MOUNT HORNADAY (1989)
 PY1054
 PY1054                         *CURRENT SURVEY CONTROL
 PY1054  ___________________________________________________________________
 PY1054* NAD 83(1986)-  44 53 00.     (N)    110 13 13.     (W)     SCALED    
 PY1054* NAVD 88     -      1998.062  (meters)    6555.31   (feet)  ADJUSTED  
 PY1054  ___________________________________________________________________
 PY1054  GEOID HEIGHT-          -8.06  (meters)                     GEOID03
 PY1054  DYNAMIC HT  -        1996.980 (meters)    6551.76  (feet)  COMP
 PY1054  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 PY1054
 PY1054  VERT ORDER  -  FIRST     CLASS II
 PY1054
 PY1054.The horizontal coordinates were scaled from a topographic map and have
 PY1054.an estimated accuracy of +/- 6 seconds.
 PY1054
 PY1054.The orthometric height was determined by differential leveling
 PY1054.and adjusted by the National Geodetic Survey in June 1991..
 PY1054
 PY1054.The geoid height was determined by GEOID03.
 PY1054
 PY1054.The dynamic height is computed by dividing the NAVD 88
 PY1054.geopotential number by the normal gravity value computed on the
 PY1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1054.degrees latitude (g = 980.6199 gals.).
 PY1054
 PY1054.The modeled gravity was interpolated from observed gravity values.
 PY1054
 PY1054;                    North         East    Units  Estimated Accuracy
 PY1054;SPC WYWC     -   487,950.      483,850.      MT  (+/- 180 meters Scaled)
 PY1054
 PY1054                          SUPERSEDED SURVEY CONTROL
 PY1054
 PY1054  NGVD 29 (08/20/92) 1996.825  (m)         6551.25   (f) ADJUSTED    1 2
 PY1054
 PY1054.Superseded values are not recommended for survey control.
 PY1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1054.See file dsdata.txt to determine how the superseded data were derived.
 PY1054
 PY1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ615702(NAD 83)
 PY1054_MARKER: DB = BENCH MARK DISK
 PY1054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1054_SP_SET: HEADWALL
 PY1054_STAMPING: 3 GWM 1941 6551
 PY1054_MARK LOGO: USGS  
 PY1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1054+STABILITY: SURFACE MOTION
 PY1054
 PY1054  HISTORY     - Date     Condition        Report By
 PY1054  HISTORY     - 1941     MONUMENTED       USGS
 PY1054  HISTORY     - 1987     GOOD             NGS
 PY1054
 PY1054                          STATION DESCRIPTION
 PY1054
 PY1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1054'18.9 KM (11.75 MI) EAST FROM TOWER JUNCTION.
 PY1054'18.9 KM (11.75 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1054'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN TOP OF
 PY1054'AND 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 PY1054'HEADWALL OF A STONE CULVERT, AND 5.2 M (17.1 FT) NORTHEAST OF THE
 PY1054'CENTERLINE OF THE HIGHWAY.
 PY1054'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0182 ***********************************************************************
 OV0182  DESIGNATION -  3 JR
 OV0182  PID         -  OV0182
 OV0182  STATE/COUNTY-  WY/FREMONT
 OV0182  USGS QUAD   -  LYSITE (1952)
 OV0182
 OV0182                         *CURRENT SURVEY CONTROL
 OV0182  ___________________________________________________________________
 OV0182* NAD 83(1986)-  43 17 20.     (N)    107 37 58.     (W)     SCALED    
 OV0182* NAVD 88     -      1656.921  (meters)    5436.08   (feet)  ADJUSTED  
 OV0182  ___________________________________________________________________
 OV0182  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 OV0182  DYNAMIC HT  -        1655.840 (meters)    5432.54  (feet)  COMP
 OV0182  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 OV0182
 OV0182  VERT ORDER  -  SECOND    CLASS 0
 OV0182
 OV0182.The horizontal coordinates were scaled from a topographic map and have
 OV0182.an estimated accuracy of +/- 6 seconds.
 OV0182
 OV0182.The orthometric height was determined by differential leveling
 OV0182.and adjusted by the National Geodetic Survey in June 1991..
 OV0182
 OV0182.The geoid height was determined by GEOID03.
 OV0182
 OV0182.The dynamic height is computed by dividing the NAVD 88
 OV0182.geopotential number by the normal gravity value computed on the
 OV0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0182.degrees latitude (g = 980.6199 gals.).
 OV0182
 OV0182.The modeled gravity was interpolated from observed gravity values.
 OV0182
 OV0182;                    North         East    Units  Estimated Accuracy
 OV0182;SPC WYWC     -   310,350.      690,670.      MT  (+/- 180 meters Scaled)
 OV0182
 OV0182                          SUPERSEDED SURVEY CONTROL
 OV0182
 OV0182  NGVD 29 (??/??/92) 1655.893  (m)         5432.71   (f) ADJ UNCH    2 0
 OV0182
 OV0182.Superseded values are not recommended for survey control.
 OV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0182.See file dsdata.txt to determine how the superseded data were derived.
 OV0182
 OV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH864962(NAD 83)
 OV0182_MARKER: DD = SURVEY DISK
 OV0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0182_STAMPING: 3 JR 1950 5433
 OV0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0182+STABILITY: SURFACE MOTION
 OV0182
 OV0182  HISTORY     - Date     Condition        Report By
 OV0182  HISTORY     - 1950     MONUMENTED       USGS
 OV0182  HISTORY     - 1966     GOOD             NGS
 OV0182
 OV0182                          STATION DESCRIPTION
 OV0182
 OV0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0182'3.65 MI NE FROM LYSITE.
 OV0182'3.65 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0182'AND QUINCY RAILROAD STATION AT LYSITE, AT THE NORTH END OF THE VILLAGE
 OV0182'OF LOST CABIN, ON THE OUTSIDE OF A SHARP CURVE, 49 FEET NORTHWEST OF
 OV0182'THE CENTER LINE OF THE ROAD, 19 FEET WEST OF THE WEST END OF A STEEL
 OV0182'GATE, 2 FEET SOUTHEAST OF A T JUNCTION FENCE POST, 2.1 FEET EAST OF A
 OV0182'FENCE, 0.9 FOOT SOUTH OF A FENCE, 0.9 FOOT SOUTH OF A WITNESS POST,
 OV0182'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OV0182'PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2124 ***********************************************************************
 AA2124  CBN         -  This is a Cooperative Base Network Control Station.
 AA2124  DESIGNATION -  3 JR
 AA2124  PID         -  AA2124
 AA2124  STATE/COUNTY-  WY/CARBON
 AA2124  USGS QUAD   -  HORSE PEAK (1984)
 AA2124
 AA2124                         *CURRENT SURVEY CONTROL
 AA2124  ___________________________________________________________________
 AA2124* NAD 83(1993)-  42 25 27.62927(N)    106 24 04.29220(W)     ADJUSTED  
 AA2124* NAVD 88     -      1952.3    (meters)    6405.     (feet)  GPS OBS   
 AA2124  ___________________________________________________________________
 AA2124  X           -  -1,331,831.694 (meters)                     COMP
 AA2124  Y           -  -4,524,828.265 (meters)                     COMP
 AA2124  Z           -   4,281,823.422 (meters)                     COMP
 AA2124  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 AA2124  ELLIP HEIGHT-        1940.00  (meters)          (09/07/01) GPS OBS
 AA2124  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 AA2124
 AA2124  HORZ ORDER  -  B
 AA2124  ELLP ORDER  -  FOURTH    CLASS I
 AA2124
 AA2124.The horizontal coordinates were established by GPS observations
 AA2124.and adjusted by the National Geodetic Survey in October 1994..
 AA2124
 AA2124.The orthometric height was determined by GPS observations and a
 AA2124.high-resolution geoid model.
 AA2124
 AA2124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2124
 AA2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2124
 AA2124.The ellipsoidal height was determined by GPS observations
 AA2124.and is referenced to NAD 83.
 AA2124
 AA2124.The geoid height was determined by GEOID03.
 AA2124
 AA2124;                    North         East     Units Scale Factor Converg.
 AA2124;SPC WYEC     -   314,130.490   476,708.896   MT  1.00000987   +0 37 43.9
 AA2124;UTM  13      - 4,697,843.085   384,729.697   MT  0.99976348   -0 56 43.3
 AA2124
 AA2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2124!SPC WYEC     -   0.99969583  x   1.00000987  =   0.99970570
 AA2124!UTM  13      -   0.99969583  x   0.99976348  =   0.99945939
 AA2124
 AA2124                          SUPERSEDED SURVEY CONTROL
 AA2124
 AA2124  ELLIP H (10/19/94) 1940.04   (m)                       GP(       ) 4 1
 AA2124
 AA2124.Superseded values are not recommended for survey control.
 AA2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2124.See file dsdata.txt to determine how the superseded data were derived.
 AA2124
 AA2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG8473097843(NAD 83)
 AA2124_MARKER: DD = SURVEY DISK
 AA2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2124_STAMPING: 3 JR 1960 6402
 AA2124_MARK LOGO: USGS  
 AA2124_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2124+STABILITY: SURFACE MOTION
 AA2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2124+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1993
 AA2124
 AA2124  HISTORY     - Date     Condition        Report By
 AA2124  HISTORY     - UNK      MONUMENTED
 AA2124  HISTORY     - 19930613 GOOD             NGS
 AA2124
 AA2124                          STATION DESCRIPTION
 AA2124
 AA2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 AA2124'STATION IS LOCATED ABOUT 45 KM (27.95 MI) SOUTH OF CASPER, 15 KM (9.30
 AA2124'MI) NORTHWEST OF SHIRLEY BASIN, 0.8 KM (0.50 MI) SOUTH OF THE
 AA2124'NATRONA-CARBON COUNTY LINE, ALONG STATE HIGHWAY 487, 0.8 KM (0.50 MI)
 AA2124'NORTH OF THE JUNCTION OF STATE HIGHWAYS 77 AND 487, JUST OUTSIDE
 AA2124'HIGHWAY RIGHT-OF-WAY, AT MILE 46.5, CLOSE TO THE LAND CONTROLLED BY
 AA2124'THE BUREAU OF LAND MANAGEMENT, IN EAST CENTRAL SECTION 3, T 28 N, R 80
 AA2124'W.  OWNERSHIP--UNKNOWN. TO REACH FROM THE NORTHERN JUNCTION OF STATE
 AA2124'HIGHWAYS 77 AND 487, GO NORTH ON HIGHWAY 487 FOR 0.75 KM (0.45 MI) TO
 AA2124'A TURNOUT, A TRACK ROAD, AND STATION ON THE RIGHT ON THE OUTSIDE OF A
 AA2124'CURVE. NOTE--ALSO REACHED FROM THE JUNCTION OF STATE HIGHWAYS 220 AND
 AA2124'487 BY GOING SOUTHWEST ON HIGHWAY 487 FOR 42.8 KM (26.60 MI) TO THE
 AA2124'STATION ON THE LEFT. STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE
 AA2124'CONCRETE POST PROJECTING 15 CM ABOVE GROUND.  IT IS 34.6 M (113.5 FT)
 AA2124'NORTHEAST OF, AND SLIGHTLY HIGHER THAN THE HIGHWAY CENTER, 2.4 M (7.9
 AA2124'FT) NORTHEAST OF A FIBERGLASS WITNESS POST IN THE FENCE LINE, 8.4 M
 AA2124'(27.6 FT) SOUTHEAST OF THE TRACK ROAD CENTER, AND 5.6 M (18.4 FT) EAST
 AA2124'OF THE SOUTHEAST GATEPOST AT TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0702 ***********************************************************************
 PY0702  DESIGNATION -  3 MDC
 PY0702  PID         -  PY0702
 PY0702  STATE/COUNTY-  WY/PARK
 PY0702  USGS QUAD   -  MAMMOTH (1986)
 PY0702
 PY0702                         *CURRENT SURVEY CONTROL
 PY0702  ___________________________________________________________________
 PY0702* NAD 83(1986)-  44 56 00.     (N)    110 43 37.     (W)     SCALED    
 PY0702* NAVD 88     -      2213.553  (meters)    7262.30   (feet)  ADJUSTED  
 PY0702  ___________________________________________________________________
 PY0702  GEOID HEIGHT-          -8.49  (meters)                     GEOID03
 PY0702  DYNAMIC HT  -        2212.282 (meters)    7258.13  (feet)  COMP
 PY0702  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 PY0702
 PY0702  VERT ORDER  -  FIRST     CLASS II
 PY0702
 PY0702.The horizontal coordinates were scaled from a topographic map and have
 PY0702.an estimated accuracy of +/- 6 seconds.
 PY0702
 PY0702.The orthometric height was determined by differential leveling
 PY0702.and adjusted by the National Geodetic Survey in June 1991..
 PY0702.WARNING-Repeat measurements at this control monument indicate possible
 PY0702.vertical movement.
 PY0702
 PY0702.The geoid height was determined by GEOID03.
 PY0702
 PY0702.The dynamic height is computed by dividing the NAVD 88
 PY0702.geopotential number by the normal gravity value computed on the
 PY0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0702.degrees latitude (g = 980.6199 gals.).
 PY0702
 PY0702.The modeled gravity was interpolated from observed gravity values.
 PY0702
 PY0702;                    North         East    Units  Estimated Accuracy
 PY0702;SPC WYWC     -   494,360.      443,950.      MT  (+/- 180 meters Scaled)
 PY0702
 PY0702                          SUPERSEDED SURVEY CONTROL
 PY0702
 PY0702  NGVD 29 (08/20/92) 2212.254  (m)         7258.04   (f) ADJUSTED    1 2
 PY0702
 PY0702.Superseded values are not recommended for survey control.
 PY0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0702.See file dsdata.txt to determine how the superseded data were derived.
 PY0702
 PY0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ215755(NAD 83)
 PY0702_MARKER: DB = BENCH MARK DISK
 PY0702_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PY0702_SP_SET: UNSPECIFIED ROCK
 PY0702_STAMPING: 3 MDC 1978 7258
 PY0702_MARK LOGO: USGS  
 PY0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0702
 PY0702  HISTORY     - Date     Condition        Report By
 PY0702  HISTORY     - 1978     MONUMENTED       USGS
 PY0702  HISTORY     - 1983     GOOD             NGS
 PY0702  HISTORY     - 1987     GOOD             NGS
 PY0702
 PY0702                          STATION DESCRIPTION
 PY0702
 PY0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0702'7.7 KM (4.8 MI) SOUTH FROM MAMMOTH HOT SPRINGS.
 PY0702'7.7 KM (4.8 MI) SOUTHERLY ALONG THE MAMMOTH HOT SPRINGS-NORRIS
 PY0702'JUNCTION ROAD FROM THE POST OFFICE IN MAMMOTH HOT SPRINGS, IN THE
 PY0702'CENTER OF THE MOST SOUTHERN STONE OF THE STONE RETAINING WALL AROUND
 PY0702'RUSTIC FALLS, AND 6.1 METERS (20.0 FT) EAST OF THE CENTERLINE OF THE
 PY0702'HIGHWAY.
 PY0702'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 PY0702
 PY0702                          STATION RECOVERY (1987)
 PY0702
 PY0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0940 ***********************************************************************
 PY0940  DESIGNATION -  3 MDC
 PY0940  PID         -  PY0940
 PY0940  STATE/COUNTY-  WY/TETON
 PY0940  USGS QUAD   -  LAKE (1986)
 PY0940
 PY0940                         *CURRENT SURVEY CONTROL
 PY0940  ___________________________________________________________________
 PY0940* NAD 83(1986)-  44 31 00.     (N)    110 28 34.     (W)     SCALED    
 PY0940* NAVD 88     -      2431.374  (meters)    7976.93   (feet)  ADJUSTED  
 PY0940  ___________________________________________________________________
 PY0940  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0940  DYNAMIC HT  -        2429.735 (meters)    7971.56  (feet)  COMP
 PY0940  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 PY0940
 PY0940  VERT ORDER  -  FIRST     CLASS II
 PY0940
 PY0940.The horizontal coordinates were scaled from a topographic map and have
 PY0940.an estimated accuracy of +/- 6 seconds.
 PY0940
 PY0940.The orthometric height was determined by differential leveling
 PY0940.and adjusted by the National Geodetic Survey in June 1991..
 PY0940
 PY0940.The geoid height was determined by GEOID03.
 PY0940
 PY0940.The dynamic height is computed by dividing the NAVD 88
 PY0940.geopotential number by the normal gravity value computed on the
 PY0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0940.degrees latitude (g = 980.6199 gals.).
 PY0940
 PY0940.The modeled gravity was interpolated from observed gravity values.
 PY0940
 PY0940;                    North         East    Units  Estimated Accuracy
 PY0940;SPC WY W     -   546,230.      768,770.      MT  (+/- 180 meters Scaled)
 PY0940
 PY0940                          SUPERSEDED SURVEY CONTROL
 PY0940
 PY0940  NGVD 29 (08/20/92) 2429.977  (m)         7972.35   (f) ADJUSTED    1 2
 PY0940
 PY0940.Superseded values are not recommended for survey control.
 PY0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0940.See file dsdata.txt to determine how the superseded data were derived.
 PY0940
 PY0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ416293(NAD 83)
 PY0940_MARKER: DB = BENCH MARK DISK
 PY0940_SETTING: 80 = SET IN A BOULDER
 PY0940_SP_SET: BOULDER
 PY0940_STAMPING: 3 MDC 1977 7972
 PY0940_MARK LOGO: USGS  
 PY0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0940+STABILITY: SURFACE MOTION
 PY0940
 PY0940  HISTORY     - Date     Condition        Report By
 PY0940  HISTORY     - 1977     MONUMENTED       USGS
 PY0940  HISTORY     - 1987     GOOD             NGS
 PY0940
 PY0940                          STATION DESCRIPTION
 PY0940
 PY0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0940'6.9 KM (4.30 MI) SW FROM LAKE VILLAGE.
 PY0940'3.2 KM (2.00 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE
 PY0940'JUNCTION OF LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, THENCE 3.7 KM
 PY0940'(2.30 MI) SOUTHWESTERLY ALONG A SERVICE ROAD (0LD HIGHWAY), NEAR THE
 PY0940'CENTER OF A 2 BY 4 FOOT BOULDER ALONG THE SOUTH SLOPE OF A HILL, 0.5
 PY0940'KM (0.30 MI) SOUTHWEST OF A GRAVEL PIT, 0.4 KM (0.25 MI) NORTHEAST OF
 PY0940'UTILITY POLE NUMBER 90, 56.0 M (183.7 FT) EAST OF A UTILITY POLE AT A
 PY0940'CURVE IN THE ROAD, AND 6.1 M (20.0 FT) NORTH OF THE CENTER OF THE
 PY0940'ROAD.
 PY0940'THE MARK IS 4.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0959 ***********************************************************************
 PY0959  DESIGNATION -  3 MDC
 PY0959  PID         -  PY0959
 PY0959  STATE/COUNTY-  WY/PARK
 PY0959  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0959
 PY0959                         *CURRENT SURVEY CONTROL
 PY0959  ___________________________________________________________________
 PY0959* NAD 83(1986)-  44 42 54.     (N)    110 37 54.     (W)     SCALED    
 PY0959* NAVD 88     -      2393.895  (meters)    7853.97   (feet)  ADJUSTED  
 PY0959  ___________________________________________________________________
 PY0959  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0959  DYNAMIC HT  -        2392.398 (meters)    7849.06  (feet)  COMP
 PY0959  MODELED GRAV-     979,905.5   (mgal)                       NAVD 88
 PY0959
 PY0959  VERT ORDER  -  FIRST     CLASS II
 PY0959
 PY0959.The horizontal coordinates were scaled from a topographic map and have
 PY0959.an estimated accuracy of +/- 6 seconds.
 PY0959
 PY0959.The orthometric height was determined by differential leveling
 PY0959.and adjusted by the National Geodetic Survey in June 1991..
 PY0959
 PY0959.The geoid height was determined by GEOID03.
 PY0959
 PY0959.The dynamic height is computed by dividing the NAVD 88
 PY0959.geopotential number by the normal gravity value computed on the
 PY0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0959.degrees latitude (g = 980.6199 gals.).
 PY0959
 PY0959.The modeled gravity was interpolated from observed gravity values.
 PY0959
 PY0959;                    North         East    Units  Estimated Accuracy
 PY0959;SPC WYWC     -   469,920.      450,910.      MT  (+/- 180 meters Scaled)
 PY0959
 PY0959                          SUPERSEDED SURVEY CONTROL
 PY0959
 PY0959  NGVD 29 (08/20/92) 2392.553  (m)         7849.57   (f) ADJUSTED    1 2
 PY0959
 PY0959.Superseded values are not recommended for survey control.
 PY0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0959.See file dsdata.txt to determine how the superseded data were derived.
 PY0959
 PY0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ291513(NAD 83)
 PY0959_MARKER: DB = BENCH MARK DISK
 PY0959_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0959_SP_SET: HEADWALL
 PY0959_STAMPING: 3 MDC 1976 7849
 PY0959_MARK LOGO: USGS  
 PY0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0959+STABILITY: SURFACE MOTION
 PY0959
 PY0959  HISTORY     - Date     Condition        Report By
 PY0959  HISTORY     - 1976     MONUMENTED       USGS
 PY0959  HISTORY     - 1987     GOOD             NGS
 PY0959
 PY0959                          STATION DESCRIPTION
 PY0959
 PY0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0959'6.2 KM (3.85 MI) EAST FROM NORRIS JUNCTION.
 PY0959'6.2 KM (3.85 MI) EASTERLY ALONG NORRIS JUNCTION-CANYON JUNCTION
 PY0959'HIGHWAY FROM THE JUNCTION OF NORRIS JUNCTION-MADISON JUNCTION HIGHWAY
 PY0959'IN NORRIS JUNCTION, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE
 PY0959'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT, 15.3 M
 PY0959'(50.2 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE VIRGINIA CASCADES
 PY0959'EXIT ROAD, AND 5.9 M (19.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 PY0959'HIGHWAY.
 PY0959'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0460 ***********************************************************************
 OU0460  DESIGNATION -  3 RGB
 OU0460  PID         -  OU0460
 OU0460  STATE/COUNTY-  WY/CONVERSE
 OU0460  USGS QUAD   -  FIDDLEBACK RANCH (1971)
 OU0460
 OU0460                         *CURRENT SURVEY CONTROL
 OU0460  ___________________________________________________________________
 OU0460* NAD 83(1986)-  43 27 16.     (N)    105 03 18.     (W)     SCALED    
 OU0460* NAVD 88     -      1379.605  (meters)    4526.25   (feet)  POSTED    
 OU0460  ___________________________________________________________________
 OU0460  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 OU0460  DYNAMIC HT  -        1378.890 (meters)    4523.91  (feet)  COMP
 OU0460  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 OU0460
 OU0460  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0460
 OU0460.The horizontal coordinates were scaled from a topographic map and have
 OU0460.an estimated accuracy of +/- 6 seconds.
 OU0460
 OU0460.The orthometric height was determined by differential leveling
 OU0460.and adjusted by the National Geodetic Survey in 1992..
 OU0460.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0460.rate of 0.0 thru 1.0 mm/km.
 OU0460
 OU0460.The geoid height was determined by GEOID03.
 OU0460
 OU0460.The dynamic height is computed by dividing the NAVD 88
 OU0460.geopotential number by the normal gravity value computed on the
 OU0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0460.degrees latitude (g = 980.6199 gals.).
 OU0460
 OU0460.The modeled gravity was interpolated from observed gravity values.
 OU0460
 OU0460;                    North         East    Units  Estimated Accuracy
 OU0460;SPC WY E     -   328,140.      209,040.      MT  (+/- 180 meters Scaled)
 OU0460
 OU0460                          SUPERSEDED SURVEY CONTROL
 OU0460
 OU0460.No superseded survey control is available for this station.
 OU0460
 OU0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ955112(NAD 83)
 OU0460_MARKER: DB = BENCH MARK DISK
 OU0460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0460_SP_SET: COPPER-CLAD STEEL ROD
 OU0460_STAMPING: 3 RGB 1971
 OU0460_MARK LOGO: USGS  
 OU0460_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0460+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0460
 OU0460  HISTORY     - Date     Condition        Report By
 OU0460  HISTORY     - 1971     MONUMENTED       USGS
 OU0460
 OU0460                          STATION DESCRIPTION
 OU0460
 OU0460'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0460'FROM BILL, WYOMING, PROCEED APPOXIMATELY 21 MILES NORTHEAST ALONG
 OU0460'DULL CENTER ROAD, THENCE 3.0 MILES NORTH ALONG ROCHELLE HILLS ROAD TO
 OU0460'A T-ROAD WEST, 28 FEET EAST OF THE CENTERLINE OF THE ROAD AT THE
 OU0460'T-ROAD, 3 FEET WEST OF A WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD
 OU0460'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0871 ***********************************************************************
 MR0871  DESIGNATION -  3 SC
 MR0871  PID         -  MR0871
 MR0871  STATE/COUNTY-  WY/SWEETWATER
 MR0871  USGS QUAD   -  SHUTE CREEK LAKE (1980)
 MR0871
 MR0871                         *CURRENT SURVEY CONTROL
 MR0871  ___________________________________________________________________
 MR0871* NAD 83(1986)-  41 59 02.     (N)    110 11 16.     (W)     SCALED    
 MR0871* NAVD 88     -      1995.823  (meters)    6547.96   (feet)  ADJUSTED  
 MR0871  ___________________________________________________________________
 MR0871  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MR0871  DYNAMIC HT  -        1994.154 (meters)    6542.49  (feet)  COMP
 MR0871  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 MR0871
 MR0871  VERT ORDER  -  THIRD
 MR0871
 MR0871.The horizontal coordinates were scaled from a topographic map and have
 MR0871.an estimated accuracy of +/- 6 seconds.
 MR0871
 MR0871.The orthometric height was determined by differential leveling
 MR0871.and adjusted by the National Geodetic Survey in December 1993..
 MR0871
 MR0871.The geoid height was determined by GEOID03.
 MR0871
 MR0871.The dynamic height is computed by dividing the NAVD 88
 MR0871.geopotential number by the normal gravity value computed on the
 MR0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0871.degrees latitude (g = 980.6199 gals.).
 MR0871
 MR0871.The modeled gravity was interpolated from observed gravity values.
 MR0871
 MR0871;                    North         East    Units  Estimated Accuracy
 MR0871;SPC WYWC     -   165,790.      480,860.      MT  (+/- 180 meters Scaled)
 MR0871
 MR0871                          SUPERSEDED SURVEY CONTROL
 MR0871
 MR0871.No superseded survey control is available for this station.
 MR0871
 MR0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM672483(NAD 83)
 MR0871_MARKER: DB = BENCH MARK DISK
 MR0871_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0871_SP_SET: COPPER-CLAD STEEL ROD
 MR0871_STAMPING: 3 SC 1969
 MR0871_MARK LOGO: USGS  
 MR0871_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0871+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0871
 MR0871  HISTORY     - Date     Condition        Report By
 MR0871  HISTORY     - 1969     MONUMENTED       USGS
 MR0871
 MR0871                          STATION DESCRIPTION
 MR0871
 MR0871'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0871'FROM KEMMERER, WYOMING POST OFFICE, PROCEED 25.8 MILES NORTHEASTERLY
 MR0871'ALONG U S HIGHWAY 189, 98 FEET SOUTHEASTERLY FROM AND PERPENDICULAR
 MR0871'OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTHWEST AND PARALLEL TO
 MR0871'THE HIGHWAY FROM THE SOUTHWEST END OF A BRIDGE OVER SLATE CREEK AND 3
 MR0871'FEET LOWER, ENCASED IN AN 8 INCH TILE AND NEAR A STEEL FENCE POST AND
 MR0871'SIGN, SET IN A COPPLER-CLAD STEEL ROD DRIVEN 8.0 FEET AND FLUSH WITH
 MR0871'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0492 ***********************************************************************
 OU0492  DESIGNATION -  3 SJS
 OU0492  PID         -  OU0492
 OU0492  STATE/COUNTY-  WY/CONVERSE
 OU0492  USGS QUAD   -  IRETON DRAW (1970)
 OU0492
 OU0492                         *CURRENT SURVEY CONTROL
 OU0492  ___________________________________________________________________
 OU0492* NAD 83(1986)-  43 13 57.     (N)    105 09 28.     (W)     SCALED    
 OU0492* NAVD 88     -      1433.734  (meters)    4703.84   (feet)  ADJUSTED  
 OU0492  ___________________________________________________________________
 OU0492  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 OU0492  DYNAMIC HT  -        1432.941 (meters)    4701.24  (feet)  COMP
 OU0492  MODELED GRAV-     980,016.6   (mgal)                       NAVD 88
 OU0492
 OU0492  VERT ORDER  -  THIRD
 OU0492
 OU0492.The horizontal coordinates were scaled from a topographic map and have
 OU0492.an estimated accuracy of +/- 6 seconds.
 OU0492
 OU0492.The orthometric height was determined by differential leveling
 OU0492.and adjusted by the National Geodetic Survey in December 1993..
 OU0492
 OU0492.The geoid height was determined by GEOID03.
 OU0492
 OU0492.The dynamic height is computed by dividing the NAVD 88
 OU0492.geopotential number by the normal gravity value computed on the
 OU0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0492.degrees latitude (g = 980.6199 gals.).
 OU0492
 OU0492.The modeled gravity was interpolated from observed gravity values.
 OU0492
 OU0492;                    North         East    Units  Estimated Accuracy
 OU0492;SPC WY E     -   303,480.      200,720.      MT  (+/- 180 meters Scaled)
 OU0492
 OU0492                          SUPERSEDED SURVEY CONTROL
 OU0492
 OU0492.No superseded survey control is available for this station.
 OU0492
 OU0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH871866(NAD 83)
 OU0492_MARKER: DB = BENCH MARK DISK
 OU0492_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0492+WITH SETTING: INFORMATION.
 OU0492_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0492_STAMPING: 3 SJS 1970
 OU0492_MARK LOGO: USGS  
 OU0492_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0492
 OU0492  HISTORY     - Date     Condition        Report By
 OU0492  HISTORY     - 1970     MONUMENTED       USGS
 OU0492
 OU0492                          STATION DESCRIPTION
 OU0492
 OU0492'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0492'FROM BILL, WY, PROCEED 5 MILES (8.0 KM) EAST ALONG ROAD TO THE
 OU0492'KETELSEN RANCH, NEAR THE SOUTHWEST CORNER OF S.28, T.38 N, R.69 W.,
 OU0492'62 FEET (18.9 M) NORTH AND 14 FEET (4.3 M) EAST OF A ROAD CROSSING,
 OU0492'1.5 FOOT (0.5 M) NORTH AND 1 FOOT (0.3 M) EAST OF A FENCE CORNER,
 OU0492'ENCASED BY A 6-INCH WHITE PLASTIC PIPE, PROJECTING 0.4 FOOT, AND SET
 OU0492'ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0336 ***********************************************************************
 NS0336  DESIGNATION -  3 TET
 NS0336  PID         -  NS0336
 NS0336  STATE/COUNTY-  WY/SWEETWATER
 NS0336  USGS QUAD   -  FOURMILE KNOLL (1980)
 NS0336
 NS0336                         *CURRENT SURVEY CONTROL
 NS0336  ___________________________________________________________________
 NS0336* NAD 83(1986)-  42 09 17.     (N)    109 31 45.     (W)     SCALED    
 NS0336* NAVD 88     -      2041.477  (meters)    6697.75   (feet)  ADJUSTED  
 NS0336  ___________________________________________________________________
 NS0336  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 NS0336  DYNAMIC HT  -        2039.768 (meters)    6692.14  (feet)  COMP
 NS0336  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 NS0336
 NS0336  VERT ORDER  -  THIRD
 NS0336
 NS0336.The horizontal coordinates were scaled from a topographic map and have
 NS0336.an estimated accuracy of +/- 6 seconds.
 NS0336
 NS0336.The orthometric height was determined by differential leveling
 NS0336.and adjusted by the National Geodetic Survey in December 1993..
 NS0336
 NS0336.The geoid height was determined by GEOID03.
 NS0336
 NS0336.The dynamic height is computed by dividing the NAVD 88
 NS0336.geopotential number by the normal gravity value computed on the
 NS0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0336.degrees latitude (g = 980.6199 gals.).
 NS0336
 NS0336.The modeled gravity was interpolated from observed gravity values.
 NS0336
 NS0336;                    North         East    Units  Estimated Accuracy
 NS0336;SPC WYWC     -   184,060.      535,610.      MT  (+/- 180 meters Scaled)
 NS0336
 NS0336                          SUPERSEDED SURVEY CONTROL
 NS0336
 NS0336  NGVD 29 (??/??/92) 2040.20   (m)         6693.6    (f) COMPUTED    3 0
 NS0336
 NS0336.Superseded values are not recommended for survey control.
 NS0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0336.See file dsdata.txt to determine how the superseded data were derived.
 NS0336
 NS0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM215680(NAD 83)
 NS0336_MARKER: DB = BENCH MARK DISK
 NS0336_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0336_SP_SET: COPPER-CLAD STEEL ROD
 NS0336_STAMPING: 3 TET 1968
 NS0336_MARK LOGO: USGS  
 NS0336_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0336+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0336
 NS0336  HISTORY     - Date     Condition        Report By
 NS0336  HISTORY     - 1968     MONUMENTED       USGS
 NS0336
 NS0336                          STATION DESCRIPTION
 NS0336
 NS0336'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0336'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0336'3.6 MILES NORTHWEST ALONG LINCOLN-SWEETWATER ROAD, NEAR THE SOUTHEAST
 NS0336'1/4 CORNER OF SECTION 11/TOWNSHIP 25 NORTH/RANGE 107 WEST, 110 FEET
 NS0336'WEST AND 36 FEET NORTH AND 2 FEET HIGHER THAN CROSSROADS, SET IN A
 NS0336'COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0359 ***********************************************************************
 MO0359  DESIGNATION -  3 WEW
 MO0359  PID         -  MO0359
 MO0359  STATE/COUNTY-  WY/LARAMIE
 MO0359  USGS QUAD   -  FARTHING (1978)
 MO0359
 MO0359                         *CURRENT SURVEY CONTROL
 MO0359  ___________________________________________________________________
 MO0359* NAD 83(1986)-  41 32 47.     (N)    105 12 54.     (W)     SCALED    
 MO0359* NAVD 88     -      1929.185  (meters)    6329.33   (feet)  ADJUSTED  
 MO0359  ___________________________________________________________________
 MO0359  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 MO0359  DYNAMIC HT  -        1927.592 (meters)    6324.11  (feet)  COMP
 MO0359  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 MO0359
 MO0359  VERT ORDER  -  FIRST     CLASS II
 MO0359
 MO0359.The horizontal coordinates were scaled from a topographic map and have
 MO0359.an estimated accuracy of +/- 6 seconds.
 MO0359
 MO0359.The orthometric height was determined by differential leveling
 MO0359.and adjusted by the National Geodetic Survey in June 1991..
 MO0359
 MO0359.The geoid height was determined by GEOID03.
 MO0359
 MO0359.The dynamic height is computed by dividing the NAVD 88
 MO0359.geopotential number by the normal gravity value computed on the
 MO0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0359.degrees latitude (g = 980.6199 gals.).
 MO0359
 MO0359.The modeled gravity was interpolated from observed gravity values.
 MO0359
 MO0359;                    North         East    Units  Estimated Accuracy
 MO0359;SPC WY E     -   116,200.      195,970.      MT  (+/- 180 meters Scaled)
 MO0359
 MO0359                          SUPERSEDED SURVEY CONTROL
 MO0359
 MO0359  NGVD 29 (??/??/92) 1928.17   (m)         6326.0    (f) COMPUTED    1 2
 MO0359
 MO0359.Superseded values are not recommended for survey control.
 MO0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0359.See file dsdata.txt to determine how the superseded data were derived.
 MO0359
 MO0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF820994(NAD 83)
 MO0359_MARKER: DD = SURVEY DISK
 MO0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0359_STAMPING: 3 W E W 1953 6326
 MO0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0359+STABILITY: SURFACE MOTION
 MO0359
 MO0359  HISTORY     - Date     Condition        Report By
 MO0359  HISTORY     - 1953     MONUMENTED       USGS
 MO0359  HISTORY     - 1954     GOOD             NGS
 MO0359  HISTORY     - 1966     GOOD             NGS
 MO0359
 MO0359                          STATION DESCRIPTION
 MO0359
 MO0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0359'AT FARTHING.
 MO0359'AT FARTHING, 255 FEET SOUTH OF THE SOUTH END OF THE COLORADO
 MO0359'AND SOUTHERN RAILROAD STATION, 110 FEET SOUTH OF THE CENTER LINE
 MO0359'OF A DIRT ROAD, 50 FEET SOUTH OF A POWER POLE, 45.4 FEET WEST OF
 MO0359'THE WEST RAIL, 11.4 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF A
 MO0359'FENCE, 1.6 FEET NORTH OF A WITNESS POST, 6 RAILS NORTH OF BENCH
 MO0359'MARK M 109, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MO0359'FOOT ABOVE THE GROUND.
 MO0359
 MO0359                          STATION RECOVERY (1966)
 MO0359
 MO0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MO0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0464 ***********************************************************************
 OV0464  DESIGNATION -  30 ARD
 OV0464  PID         -  OV0464
 OV0464  STATE/COUNTY-  WY/NATRONA
 OV0464  USGS QUAD   -  FIFTYMILE FLAT (1976)
 OV0464
 OV0464                         *CURRENT SURVEY CONTROL
 OV0464  ___________________________________________________________________
 OV0464* NAD 83(1986)-  43 17 23.     (N)    106 40 02.     (W)     SCALED    
 OV0464* NAVD 88     -      1600.237  (meters)    5250.11   (feet)  POSTED    
 OV0464  ___________________________________________________________________
 OV0464  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 OV0464  DYNAMIC HT  -        1599.310 (meters)    5247.07  (feet)  COMP
 OV0464  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 OV0464
 OV0464  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0464
 OV0464.The horizontal coordinates were scaled from a topographic map and have
 OV0464.an estimated accuracy of +/- 6 seconds.
 OV0464
 OV0464.The orthometric height was determined by differential leveling
 OV0464.and adjusted by the National Geodetic Survey in 1992..
 OV0464.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0464.rate of 0.0 thru 1.0 mm/km.
 OV0464
 OV0464.The geoid height was determined by GEOID03.
 OV0464
 OV0464.The dynamic height is computed by dividing the NAVD 88
 OV0464.geopotential number by the normal gravity value computed on the
 OV0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0464.degrees latitude (g = 980.6199 gals.).
 OV0464
 OV0464.The modeled gravity was interpolated from observed gravity values.
 OV0464
 OV0464;                    North         East    Units  Estimated Accuracy
 OV0464;SPC WYEC     -   410,050.      454,060.      MT  (+/- 180 meters Scaled)
 OV0464
 OV0464                          SUPERSEDED SURVEY CONTROL
 OV0464
 OV0464.No superseded survey control is available for this station.
 OV0464
 OV0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH647943(NAD 83)
 OV0464_MARKER: DB = BENCH MARK DISK
 OV0464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0464_SP_SET: COPPER-CLAD STEEL ROD
 OV0464_STAMPING: 30 ARD 1968
 OV0464_MARK LOGO: USGS  
 OV0464_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0464+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0464
 OV0464  HISTORY     - Date     Condition        Report By
 OV0464  HISTORY     - 1968     MONUMENTED       USGS
 OV0464
 OV0464                          STATION DESCRIPTION
 OV0464
 OV0464'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0464'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0464'21.8 MILES GENERALLY NORTH ALONG COUNTY ROAD TO THE CREST OF A RIDGE,
 OV0464'31 FEET EAST OF AND 0.1 FOOT HIGHER THAN THE CENTERLINE OF THE ROAD
 OV0464'AT A SUMMIT, 2 FEET EAST OF A STEEL WITNESS POST AND SIGN, SET IN A
 OV0464'COPPER-CLAD STEEL ROD PROJECTING .01 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0094 ***********************************************************************
 NR0094  DESIGNATION -  30 HA
 NR0094  PID         -  NR0094
 NR0094  STATE/COUNTY-  WY/CARBON
 NR0094  USGS QUAD   -  CHALK HILLS (1984)
 NR0094
 NR0094                         *CURRENT SURVEY CONTROL
 NR0094  ___________________________________________________________________
 NR0094* NAD 83(1986)-  42 20 01.     (N)    106 05 48.     (W)     SCALED    
 NR0094* NAVD 88     -      2190.662  (meters)    7187.20   (feet)  ADJUSTED  
 NR0094  ___________________________________________________________________
 NR0094  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 NR0094  DYNAMIC HT  -        2188.966 (meters)    7181.63  (feet)  COMP
 NR0094  MODELED GRAV-     979,767.8   (mgal)                       NAVD 88
 NR0094
 NR0094  VERT ORDER  -  SECOND    CLASS 0
 NR0094
 NR0094.The horizontal coordinates were scaled from a topographic map and have
 NR0094.an estimated accuracy of +/- 6 seconds.
 NR0094
 NR0094.The orthometric height was determined by differential leveling
 NR0094.and adjusted by the National Geodetic Survey in June 1991..
 NR0094
 NR0094.The geoid height was determined by GEOID03.
 NR0094
 NR0094.The dynamic height is computed by dividing the NAVD 88
 NR0094.geopotential number by the normal gravity value computed on the
 NR0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0094.degrees latitude (g = 980.6199 gals.).
 NR0094
 NR0094.The modeled gravity was interpolated from observed gravity values.
 NR0094
 NR0094;                    North         East    Units  Estimated Accuracy
 NR0094;SPC WYEC     -   304,370.      501,920.      MT  (+/- 180 meters Scaled)
 NR0094
 NR0094                          SUPERSEDED SURVEY CONTROL
 NR0094
 NR0094  NGVD 29 (??/??/92) 2189.611  (m)         7183.75   (f) ADJ UNCH    2 0
 NR0094
 NR0094.Superseded values are not recommended for survey control.
 NR0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0094.See file dsdata.txt to determine how the superseded data were derived.
 NR0094
 NR0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG096874(NAD 83)
 NR0094_MARKER: DD = SURVEY DISK
 NR0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0094_STAMPING: 30 HA 1948
 NR0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0094+STABILITY: SURFACE MOTION
 NR0094
 NR0094  HISTORY     - Date     Condition        Report By
 NR0094  HISTORY     - 1948     MONUMENTED       USGS
 NR0094  HISTORY     - 1959     GOOD             NGS
 NR0094
 NR0094                          STATION DESCRIPTION
 NR0094
 NR0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0094'34.5 MI N FROM MEDICINE BOW.
 NR0094'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0094'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0094'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0094'ABOUT 15.4 MILES NORTHEAST ALONG A DIRT ROAD, AT THE SUMMIT OF A SMALL
 NR0094'RIDGE, 48 FEET EAST OF THE CENTER LINE OF THE ROAD, IN SECTION 8, R 77
 NR0094'W, T 27 N, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF
 NR0094'A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- THIS MARK IS LOOSE IN THE
 NR0094'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0871 ***********************************************************************
 PY0871  DESIGNATION -  30 MDC
 PY0871  PID         -  PY0871
 PY0871  STATE/COUNTY-  WY/TETON
 PY0871  USGS QUAD   -  LAKE (1986)
 PY0871
 PY0871                         *CURRENT SURVEY CONTROL
 PY0871  ___________________________________________________________________
 PY0871* NAD 83(1986)-  44 34 39.     (N)    110 22 47.     (W)     SCALED    
 PY0871* NAVD 88     -      2391.963  (meters)    7847.63   (feet)  ADJUSTED  
 PY0871  ___________________________________________________________________
 PY0871  GEOID HEIGHT-          -8.51  (meters)                     GEOID03
 PY0871  DYNAMIC HT  -        2390.386 (meters)    7842.46  (feet)  COMP
 PY0871  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 PY0871
 PY0871  VERT ORDER  -  FIRST     CLASS II
 PY0871
 PY0871.The horizontal coordinates were scaled from a topographic map and have
 PY0871.an estimated accuracy of +/- 6 seconds.
 PY0871
 PY0871.The orthometric height was determined by differential leveling
 PY0871.and adjusted by the National Geodetic Survey in June 1991..
 PY0871
 PY0871.The geoid height was determined by GEOID03.
 PY0871
 PY0871.The dynamic height is computed by dividing the NAVD 88
 PY0871.geopotential number by the normal gravity value computed on the
 PY0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0871.degrees latitude (g = 980.6199 gals.).
 PY0871
 PY0871.The modeled gravity was interpolated from observed gravity values.
 PY0871
 PY0871;                    North         East    Units  Estimated Accuracy
 PY0871;SPC WY W     -   552,960.      776,460.      MT  (+/- 180 meters Scaled)
 PY0871
 PY0871                          SUPERSEDED SURVEY CONTROL
 PY0871
 PY0871  NGVD 29 (08/20/92) 2390.592  (m)         7843.13   (f) ADJUSTED    1 2
 PY0871
 PY0871.Superseded values are not recommended for survey control.
 PY0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0871.See file dsdata.txt to determine how the superseded data were derived.
 PY0871
 PY0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ492362(NAD 83)
 PY0871_MARKER: DB = BENCH MARK DISK
 PY0871_SETTING: 80 = SET IN A BOULDER
 PY0871_SP_SET: BOULDER
 PY0871_STAMPING: 30 MDC 1976 7842
 PY0871_MARK LOGO: USGS  
 PY0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0871+STABILITY: SURFACE MOTION
 PY0871
 PY0871  HISTORY     - Date     Condition        Report By
 PY0871  HISTORY     - 1976     MONUMENTED       USGS
 PY0871  HISTORY     - 1987     GOOD             NGS
 PY0871  HISTORY     - 1988     GOOD             USGS
 PY0871
 PY0871                          STATION DESCRIPTION
 PY0871
 PY0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0871'1.3 KM (0.80 MI) NORTH FROM LAKE JUNCTION.
 PY0871'1.3 KM (0.80 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0871'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, IN A 2 BY 5
 PY0871'FOOT BOULDER THAT PROJECTS 12-INCHES ON THE EAST SIDE, 29.5 M (96.8
 PY0871'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 17.6 M (57.7 FT) EAST
 PY0871'OF THE EAST CURB OF A PAVED HIGHWAY PULLOUT.
 PY0871'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PY0871
 PY0871                          STATION RECOVERY (1988)
 PY0871
 PY0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0589 ***********************************************************************
 PV0589  DESIGNATION -  30 RGB
 PV0589  PID         -  PV0589
 PV0589  STATE/COUNTY-  WY/CAMPBELL
 PV0589  USGS QUAD   -  WHITETAIL CREEK SE (1971)
 PV0589
 PV0589                         *CURRENT SURVEY CONTROL
 PV0589  ___________________________________________________________________
 PV0589* NAD 83(1986)-  44 04 18.     (N)    105 05 08.     (W)     SCALED    
 PV0589* NAVD 88     -      1357.454  (meters)    4453.58   (feet)  POSTED    
 PV0589  ___________________________________________________________________
 PV0589  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 PV0589  DYNAMIC HT  -        1356.850 (meters)    4451.60  (feet)  COMP
 PV0589  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 PV0589
 PV0589  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0589
 PV0589.The horizontal coordinates were scaled from a topographic map and have
 PV0589.an estimated accuracy of +/- 6 seconds.
 PV0589
 PV0589.The orthometric height was determined by differential leveling
 PV0589.and adjusted by the National Geodetic Survey in 1992..
 PV0589.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0589.rate of 0.0 thru 1.0 mm/km.
 PV0589
 PV0589.The geoid height was determined by GEOID03.
 PV0589
 PV0589.The dynamic height is computed by dividing the NAVD 88
 PV0589.geopotential number by the normal gravity value computed on the
 PV0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0589.degrees latitude (g = 980.6199 gals.).
 PV0589
 PV0589.The modeled gravity was interpolated from observed gravity values.
 PV0589
 PV0589;                    North         East    Units  Estimated Accuracy
 PV0589;SPC WY E     -   396,720.      206,500.      MT  (+/- 180 meters Scaled)
 PV0589
 PV0589                          SUPERSEDED SURVEY CONTROL
 PV0589
 PV0589  NGVD 29 (??/??/92) 1356.69   (m)         4451.1    (f) COMPUTED    3 0
 PV0589
 PV0589.Superseded values are not recommended for survey control.
 PV0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0589.See file dsdata.txt to determine how the superseded data were derived.
 PV0589
 PV0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ931798(NAD 83)
 PV0589_MARKER: DB = BENCH MARK DISK
 PV0589_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0589_SP_SET: COPPER-CLAD STEEL ROD
 PV0589_STAMPING: 30 RGB 1971
 PV0589_MARK LOGO: USGS  
 PV0589_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0589+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0589
 PV0589  HISTORY     - Date     Condition        Report By
 PV0589  HISTORY     - 1971     MONUMENTED       USGS
 PV0589
 PV0589                          STATION DESCRIPTION
 PV0589
 PV0589'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0589'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 PV0589'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 1.7 MILES
 PV0589'SOUTHEAST, 4.8 MILES SOUTH OF J. JESSEN RANCH, 24 FEET EAST AND 2
 PV0589'FEET SOUTH OF THE CENTERLINE OF THE ROAD AT FENCE, 2 FEET SOUTH OF A
 PV0589'WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 PV0589'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0730 ***********************************************************************
 NQ0730  DESIGNATION -  30 SJS
 NQ0730  PID         -  NQ0730
 NQ0730  STATE/COUNTY-  WY/CONVERSE
 NQ0730  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0730
 NQ0730                         *CURRENT SURVEY CONTROL
 NQ0730  ___________________________________________________________________
 NQ0730* NAD 83(1986)-  42 56 17.     (N)    104 56 51.     (W)     SCALED    
 NQ0730* NAVD 88     -      1506.876  (meters)    4943.81   (feet)  ADJUSTED  
 NQ0730  ___________________________________________________________________
 NQ0730  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 NQ0730  DYNAMIC HT  -        1506.014 (meters)    4940.98  (feet)  COMP
 NQ0730  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 NQ0730
 NQ0730  VERT ORDER  -  THIRD
 NQ0730
 NQ0730.The horizontal coordinates were scaled from a topographic map and have
 NQ0730.an estimated accuracy of +/- 6 seconds.
 NQ0730
 NQ0730.The orthometric height was determined by differential leveling
 NQ0730.and adjusted by the National Geodetic Survey in December 1993..
 NQ0730
 NQ0730.The geoid height was determined by GEOID03.
 NQ0730
 NQ0730.The dynamic height is computed by dividing the NAVD 88
 NQ0730.geopotential number by the normal gravity value computed on the
 NQ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0730.degrees latitude (g = 980.6199 gals.).
 NQ0730
 NQ0730.The modeled gravity was interpolated from observed gravity values.
 NQ0730
 NQ0730;                    North         East    Units  Estimated Accuracy
 NQ0730;SPC WY E     -   270,800.      217,890.      MT  (+/- 180 meters Scaled)
 NQ0730
 NQ0730                          SUPERSEDED SURVEY CONTROL
 NQ0730
 NQ0730.No superseded survey control is available for this station.
 NQ0730
 NQ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH042539(NAD 83)
 NQ0730_MARKER: DB = BENCH MARK DISK
 NQ0730_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0730+WITH SETTING: INFORMATION.
 NQ0730_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0730_STAMPING: 30 SJS 1970
 NQ0730_MARK LOGO: USGS  
 NQ0730_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0730
 NQ0730  HISTORY     - Date     Condition        Report By
 NQ0730  HISTORY     - 1970     MONUMENTED       USGS
 NQ0730
 NQ0730                          STATION DESCRIPTION
 NQ0730
 NQ0730'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0730'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 14.5 MILES (23.3 KM)
 NQ0730'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, NEAR THE CENTER
 NQ0730'OF S.7,  T.34 N., R.67 W., 19 FEET (5.8 M) NORTH ALONG THE ROAD FROM
 NQ0730'A ROAD JUNCTION LEADING EAST, 57 FEET (17.4 M) EAST OF THE CENTERLINE
 NQ0730'OF THE ROAD, 19 FEET (5.8 M) NORTH OF A CATTLEGUARD, 2 FEET (0.6 M)
 NQ0730'WEST OF A FENCE, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND SET ON A
 NQ0730'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0186 ***********************************************************************
 MQ0186  DESIGNATION -  301
 MQ0186  PID         -  MQ0186
 MQ0186  STATE/COUNTY-  WY/SWEETWATER
 MQ0186  USGS QUAD   -  GREEN RIVER (1980)
 MQ0186
 MQ0186                         *CURRENT SURVEY CONTROL
 MQ0186  ___________________________________________________________________
 MQ0186* NAD 83(1986)-  41 32 01.     (N)    109 28 29.     (W)     SCALED    
 MQ0186* NAVD 88     -      1873.742  (meters)    6147.44   (feet)  ADJUSTED  
 MQ0186  ___________________________________________________________________
 MQ0186  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 MQ0186  DYNAMIC HT  -        1872.148 (meters)    6142.21  (feet)  COMP
 MQ0186  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 MQ0186
 MQ0186  VERT ORDER  -  FIRST     CLASS II
 MQ0186
 MQ0186.The horizontal coordinates were scaled from a topographic map and have
 MQ0186.an estimated accuracy of +/- 6 seconds.
 MQ0186
 MQ0186.The orthometric height was determined by differential leveling
 MQ0186.and adjusted by the National Geodetic Survey in June 1991..
 MQ0186
 MQ0186.The geoid height was determined by GEOID03.
 MQ0186
 MQ0186.The dynamic height is computed by dividing the NAVD 88
 MQ0186.geopotential number by the normal gravity value computed on the
 MQ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0186.degrees latitude (g = 980.6199 gals.).
 MQ0186
 MQ0186.The modeled gravity was interpolated from observed gravity values.
 MQ0186
 MQ0186;                    North         East    Units  Estimated Accuracy
 MQ0186;SPC WYWC     -   115,030.      539,520.      MT  (+/- 180 meters Scaled)
 MQ0186
 MQ0186                          SUPERSEDED SURVEY CONTROL
 MQ0186
 MQ0186  NGVD 29 (06/08/92) 1872.457  (m)         6143.22   (f) ADJUSTED    1 2
 MQ0186
 MQ0186.Superseded values are not recommended for survey control.
 MQ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0186.See file dsdata.txt to determine how the superseded data were derived.
 MQ0186
 MQ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL272991(NAD 83)
 MQ0186_MARKER: DB = BENCH MARK DISK
 MQ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0186_STAMPING: 301
 MQ0186_MARK LOGO: CGS+SS
 MQ0186_PROJECTION: FLUSH
 MQ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0186+STABILITY: SURFACE MOTION
 MQ0186
 MQ0186  HISTORY     - Date     Condition        Report By
 MQ0186  HISTORY     - UNK      MONUMENTED       WYGS
 MQ0186  HISTORY     - 1958     GOOD             NGS
 MQ0186  HISTORY     - 1981     GOOD             NGS
 MQ0186  HISTORY     - 1983     GOOD             NGS
 MQ0186  HISTORY     - 1984     MARK NOT FOUND   NGS
 MQ0186
 MQ0186                          STATION DESCRIPTION
 MQ0186
 MQ0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0186'0.5 MI W FROM GREEN RIVER.
 MQ0186'ABOUT 0.5 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0186'GREEN RIVER, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT THE
 MQ0186'EAST PROPERTY LINE OF THE DESMOND MOTEL, 14 FEET SOUTH OF THE
 MQ0186'SOUTHEAST CORNER OF THE MOTEL, 1 1/2 FEET NORTH OF THE CURB, 6 FEET
 MQ0186'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, ABOUT LEVEL WITH THE HIGHWAY,
 MQ0186'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 MQ0186
 MQ0186                          STATION RECOVERY (1981)
 MQ0186
 MQ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MQ0186'RECOVERED IN GOOD CONDITION.
 MQ0186
 MQ0186                          STATION RECOVERY (1983)
 MQ0186
 MQ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0186'RECOVERED THIS DATE.  NOTE, ADD 0.3 METER (1.0 FT) SOUTH OF A METAL
 MQ0186'WITNESS POST.
 MQ0186
 MQ0186                          STATION RECOVERY (1984)
 MQ0186
 MQ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0189 ***********************************************************************
 MQ0189  DESIGNATION -  302
 MQ0189  PID         -  MQ0189
 MQ0189  STATE/COUNTY-  WY/SWEETWATER
 MQ0189  USGS QUAD   -  GREEN RIVER (1980)
 MQ0189
 MQ0189                         *CURRENT SURVEY CONTROL
 MQ0189  ___________________________________________________________________
 MQ0189* NAD 83(1986)-  41 33 11.     (N)    109 29 42.     (W)     SCALED    
 MQ0189* NAVD 88     -      1860.686  (meters)    6104.60   (feet)  ADJUSTED  
 MQ0189  ___________________________________________________________________
 MQ0189  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MQ0189  DYNAMIC HT  -        1859.100 (meters)    6099.40  (feet)  COMP
 MQ0189  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 MQ0189
 MQ0189  VERT ORDER  -  FIRST     CLASS II
 MQ0189
 MQ0189.The horizontal coordinates were scaled from a topographic map and have
 MQ0189.an estimated accuracy of +/- 6 seconds.
 MQ0189
 MQ0189.The orthometric height was determined by differential leveling
 MQ0189.and adjusted by the National Geodetic Survey in June 1991..
 MQ0189
 MQ0189.The geoid height was determined by GEOID03.
 MQ0189
 MQ0189.The dynamic height is computed by dividing the NAVD 88
 MQ0189.geopotential number by the normal gravity value computed on the
 MQ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0189.degrees latitude (g = 980.6199 gals.).
 MQ0189
 MQ0189.The modeled gravity was interpolated from observed gravity values.
 MQ0189
 MQ0189;                    North         East    Units  Estimated Accuracy
 MQ0189;SPC WYWC     -   117,210.      537,850.      MT  (+/- 180 meters Scaled)
 MQ0189
 MQ0189                          SUPERSEDED SURVEY CONTROL
 MQ0189
 MQ0189  NGVD 29 (??/??/92) 1859.40   (m)         6100.4    (f) COMPUTED    1 2
 MQ0189
 MQ0189.Superseded values are not recommended for survey control.
 MQ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0189.See file dsdata.txt to determine how the superseded data were derived.
 MQ0189
 MQ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM255012(NAD 83)
 MQ0189_MARKER: DB = BENCH MARK DISK
 MQ0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0189_STAMPING: 302
 MQ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0189+STABILITY: SURFACE MOTION
 MQ0189
 MQ0189  HISTORY     - Date     Condition        Report By
 MQ0189  HISTORY     - UNK      MONUMENTED       WYGS
 MQ0189  HISTORY     - 1958     GOOD             NGS
 MQ0189  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0189
 MQ0189                          STATION DESCRIPTION
 MQ0189
 MQ0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0189'2.2 MI W FROM GREEN RIVER.
 MQ0189'ABOUT 2.2 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0189'GREEN RIVER, 270 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 145
 MQ0189'FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT 540 FEET WEST
 MQ0189'OF THE WEST EDGE OF A POND, 168 FEET NORTHWEST OF THE 1ST POWER POLE
 MQ0189'WEST OF A CORNER IN THE POWER LINE, ABOUT 5 1/2 FEET ABOVE THE LEVEL
 MQ0189'OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 MQ0189
 MQ0189                          STATION RECOVERY (1983)
 MQ0189
 MQ0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0244 ***********************************************************************
 MQ0244  DESIGNATION -  303
 MQ0244  PID         -  MQ0244
 MQ0244  STATE/COUNTY-  WY/SWEETWATER
 MQ0244  USGS QUAD   -  PERU (1980)
 MQ0244
 MQ0244                         *CURRENT SURVEY CONTROL
 MQ0244  ___________________________________________________________________
 MQ0244* NAD 83(1986)-  41 33 12.     (N)    109 30 50.     (W)     SCALED    
 MQ0244* NAVD 88     -      1882.652  (meters)    6176.67   (feet)  ADJUSTED  
 MQ0244  ___________________________________________________________________
 MQ0244  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 MQ0244  DYNAMIC HT  -        1881.031 (meters)    6171.35  (feet)  COMP
 MQ0244  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 MQ0244
 MQ0244  VERT ORDER  -  FIRST     CLASS II
 MQ0244
 MQ0244.The horizontal coordinates were scaled from a topographic map and have
 MQ0244.an estimated accuracy of +/- 6 seconds.
 MQ0244
 MQ0244.The orthometric height was determined by differential leveling
 MQ0244.and adjusted by the National Geodetic Survey in June 1991..
 MQ0244
 MQ0244.The geoid height was determined by GEOID03.
 MQ0244
 MQ0244.The dynamic height is computed by dividing the NAVD 88
 MQ0244.geopotential number by the normal gravity value computed on the
 MQ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0244.degrees latitude (g = 980.6199 gals.).
 MQ0244
 MQ0244.The modeled gravity was interpolated from observed gravity values.
 MQ0244
 MQ0244;                    North         East    Units  Estimated Accuracy
 MQ0244;SPC WYWC     -   117,250.      536,270.      MT  (+/- 180 meters Scaled)
 MQ0244
 MQ0244                          SUPERSEDED SURVEY CONTROL
 MQ0244
 MQ0244  NGVD 29 (??/??/92) 1881.340  (m)         6172.36   (f) ADJ UNCH    1 2
 MQ0244
 MQ0244.Superseded values are not recommended for survey control.
 MQ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0244.See file dsdata.txt to determine how the superseded data were derived.
 MQ0244
 MQ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM239012(NAD 83)
 MQ0244_MARKER: DB = BENCH MARK DISK
 MQ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0244_STAMPING: 303
 MQ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0244+STABILITY: SURFACE MOTION
 MQ0244
 MQ0244  HISTORY     - Date     Condition        Report By
 MQ0244  HISTORY     - UNK      MONUMENTED       WYGS
 MQ0244  HISTORY     - 1958     GOOD             NGS
 MQ0244  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0244
 MQ0244                          STATION DESCRIPTION
 MQ0244
 MQ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0244'3.25 MI W FROM GREEN RIVER.
 MQ0244'ABOUT 3.2 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0244'GREEN RIVER, THENCE ABOUT 0.05 MILE SOUTH ALONG A GRAVELED ROAD,
 MQ0244'THENCE 207 FEET SOUTHEAST ALONG THE OLD HIGHWAY, 44 1/2 FEET NORTHEAST
 MQ0244'OF THE CENTER LINE OF THE OLD HIGHWAY, ABOUT 48 YARDS NORTHEAST AND
 MQ0244'ACROSS THE OLD HIGHWAY FROM THE NORTHEAST CORNER OF A WHITE CONCRETE
 MQ0244'BLOCK HOUSE, ABOUT 1 FOOT BELOW THE LEVEL OF THE OLD HIGHWAY, AND IN
 MQ0244'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 MQ0244
 MQ0244                          STATION RECOVERY (1983)
 MQ0244
 MQ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0247 ***********************************************************************
 MQ0247  DESIGNATION -  305
 MQ0247  PID         -  MQ0247
 MQ0247  STATE/COUNTY-  WY/SWEETWATER
 MQ0247  USGS QUAD   -  PERU (1980)
 MQ0247
 MQ0247                         *CURRENT SURVEY CONTROL
 MQ0247  ___________________________________________________________________
 MQ0247* NAD 83(1986)-  41 34 01.     (N)    109 32 36.     (W)     SCALED    
 MQ0247* NAVD 88     -      1869.931  (meters)    6134.93   (feet)  ADJUSTED  
 MQ0247  ___________________________________________________________________
 MQ0247  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 MQ0247  DYNAMIC HT  -        1868.325 (meters)    6129.66  (feet)  COMP
 MQ0247  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 MQ0247
 MQ0247  VERT ORDER  -  FIRST     CLASS II
 MQ0247
 MQ0247.The horizontal coordinates were scaled from a topographic map and have
 MQ0247.an estimated accuracy of +/- 6 seconds.
 MQ0247
 MQ0247.The orthometric height was determined by differential leveling
 MQ0247.and adjusted by the National Geodetic Survey in June 1991..
 MQ0247
 MQ0247.The geoid height was determined by GEOID03.
 MQ0247
 MQ0247.The dynamic height is computed by dividing the NAVD 88
 MQ0247.geopotential number by the normal gravity value computed on the
 MQ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0247.degrees latitude (g = 980.6199 gals.).
 MQ0247
 MQ0247.The modeled gravity was interpolated from observed gravity values.
 MQ0247
 MQ0247;                    North         East    Units  Estimated Accuracy
 MQ0247;SPC WYWC     -   118,790.      533,830.      MT  (+/- 180 meters Scaled)
 MQ0247
 MQ0247                          SUPERSEDED SURVEY CONTROL
 MQ0247
 MQ0247  NGVD 29 (??/??/92) 1868.623  (m)         6130.64   (f) ADJ UNCH    1 2
 MQ0247
 MQ0247.Superseded values are not recommended for survey control.
 MQ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0247.See file dsdata.txt to determine how the superseded data were derived.
 MQ0247
 MQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM214027(NAD 83)
 MQ0247_MARKER: DB = BENCH MARK DISK
 MQ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0247+STABILITY: SURFACE MOTION
 MQ0247
 MQ0247  HISTORY     - Date     Condition        Report By
 MQ0247  HISTORY     - UNK      MONUMENTED       WYGS
 MQ0247  HISTORY     - 1958     GOOD             NGS
 MQ0247  HISTORY     - 1974     GOOD             NGS
 MQ0247  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0247
 MQ0247                          STATION DESCRIPTION
 MQ0247
 MQ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0247'5.2 MI W FROM GREEN RIVER.
 MQ0247'ABOUT 4.6 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0247'GREEN RIVER, THENCE ABOUT 0.6 MILE NORTH ALONG A GRAVELED ROAD OWNED
 MQ0247'BY M. M. YOUNG, ABOUT 138 YARDS EAST OF THE CENTER LINE OF THE
 MQ0247'GRAVELED ROAD, 520 FEET NORTHEAST OF TELEPHONE POLE 9305, ABOUT 44
 MQ0247'YARDS NORTH OF A DEEP GULLEY, IN LINE WITH AN OLD SECTION FENCE, ABOUT
 MQ0247'0.2 MILE NORTH OF THE CROSSING OF THE OLD HIGHWAY, ABOUT 4 FEET BELOW
 MQ0247'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 MQ0247'INCHES.
 MQ0247
 MQ0247                          STATION RECOVERY (1974)
 MQ0247
 MQ0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MQ0247'RECOVERED IN GOOD CONDITION.
 MQ0247
 MQ0247                          STATION RECOVERY (1983)
 MQ0247
 MQ0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0670 ***********************************************************************
 NQ0670  DESIGNATION -  31
 NQ0670  PID         -  NQ0670
 NQ0670  STATE/COUNTY-  WY/CONVERSE
 NQ0670  USGS QUAD   -  PROTSMANS KNOB (1992)
 NQ0670
 NQ0670                         *CURRENT SURVEY CONTROL
 NQ0670  ___________________________________________________________________
 NQ0670* NAD 83(1993)-  42 40 27.19699(N)    105 59 52.49679(W)     ADJUSTED  
 NQ0670* NAVD 88     -      2273.0    (meters)    7457.     (feet)  VERTCON   
 NQ0670  ___________________________________________________________________
 NQ0670  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 NQ0670  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 NQ0670
 NQ0670  HORZ ORDER  -  SECOND
 NQ0670
 NQ0670.The horizontal coordinates were established by classical geodetic methods
 NQ0670.and adjusted by the National Geodetic Survey in January 1997..
 NQ0670
 NQ0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0670
 NQ0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0670
 NQ0670.The geoid height was determined by GEOID03.
 NQ0670
 NQ0670;                    North         East     Units Scale Factor Converg.
 NQ0670;SPC WY E     -   241,800.461   131,866.211   MT  0.99999459   -0 33 48.5
 NQ0670;SPC WYEC     -   342,330.157   509,458.737   MT  1.00008485   +0 54 19.0
 NQ0670;UTM  13      - 4,725,121.353   418,232.788   MT  0.99968225   -0 40 35.2
 NQ0670
 NQ0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0670!SPC WY E     -   0.99964557  x   0.99999459  =   0.99964016
 NQ0670!SPC WYEC     -   0.99964557  x   1.00008485  =   0.99973039
 NQ0670!UTM  13      -   0.99964557  x   0.99968225  =   0.99932793
 NQ0670
 NQ0670|---------------------------------------------------------------------|
 NQ0670| PID    Reference Object                     Distance      Geod. Az  |
 NQ0670|                                                           dddmmss.s |
 NQ0670| CQ3619 31 RM 2                              14.070 METERS 02354     |
 NQ0670| CQ3620 31 RM 3                               8.941 METERS 09734     |
 NQ0670| CQ3618 31 RM 1                               8.199 METERS 26646     |
 NQ0670| NR0344 KIMBALL                             APPROX. 3.4 KM 3382952.5 |
 NQ0670|---------------------------------------------------------------------|
 NQ0670
 NQ0670                          SUPERSEDED SURVEY CONTROL
 NQ0670
 NQ0670  NAD 83(1986)-  42 40 27.18135(N)    105 59 52.48108(W) AD(       ) 2
 NQ0670  NAD 27      -  42 40 27.30400(N)    105 59 50.44400(W) AD(       ) 2
 NQ0670  NGVD 29 (07/19/86) 2272.0    (m)         7454.     (f) VERT ANG       
 NQ0670
 NQ0670.Superseded values are not recommended for survey control.
 NQ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0670.See file dsdata.txt to determine how the superseded data were derived.
 NQ0670
 NQ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH1823325121(NAD 83)
 NQ0670_MARKER: DS = TRIANGULATION STATION DISK
 NQ0670_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0670_SP_SET: PARTIALLY EXPOSED BEDROCK
 NQ0670
 NQ0670  HISTORY     - Date     Condition        Report By
 NQ0670  HISTORY     - 1948     MONUMENTED       USFS
 NQ0670
 NQ0670                          STATION DESCRIPTION
 NQ0670
 NQ0670'DESCRIBED BY US FOREST SERVICE 1948 (DHK)
 NQ0670'THE STATION, A U.S. FOREST SERVICE MARK, IS LOCATED IN T.31N.,
 NQ0670'R.76W., ON THE SOUTH RIM OF A LONG GRASSY RIDGE, NEAR THE HEAD
 NQ0670'OF LITTLE DEER CREEK, ON THE NORTH SIDE OF DUCK CREEK, ABOUT
 NQ0670'1.5 MILE AIRLINE NORTH OF THE NORTH BOUNDARY OF THE LARAMIE
 NQ0670'PEAK DIVISION OF THE MEDICINE BOW NATIONAL FOREST, ABOUT 14.5
 NQ0670'MILES AIRLINE SOUTH-SOUTHWEST OF GLENROCK, ABOUT 20 MILES
 NQ0670'EAST-SOUTHEAST OF CASPER.  IT IS APPROXIMATELY 100 YARDS EAST
 NQ0670'OF THE HIGHEST POINT, 16 PACES NORTH OF THE SOUTH RIM, SET IN
 NQ0670'BEDROCK, FLUSH WITH GROUND AND IS STAMPED, 31 1936.
 NQ0670'
 NQ0670'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL REFERENCE DISK, IS
 NQ0670'APPROXIMATELY THE SAME ELEVATION AS THE STATION, 16 PACES
 NQ0670'NORTH OF THE SOUTH RIM, SET IN BEDROCK, FLUSH, AND IS STAMPED,
 NQ0670'U.S.F.S. 31 NO. 1 1947.
 NQ0670'
 NQ0670'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY REFERENCE
 NQ0670'DISK, IS APPROXIMATELY 1 FOOT LOWER THAN THE STATION, ON THE
 NQ0670'NORTH SLOPE, SET IN BEDROCK, FLUSH, STAMPED, U.S.F.S. 31 NO.
 NQ0670'1 1947.
 NQ0670'
 NQ0670'REFERENCE MARK NO. 3 IS APPROXIMATELY THE SAME ELEVATION AS
 NQ0670'THE STATION, 8 PACES NORTH OF THE SOUTH RIM, SET FLUSH, STAMPED,
 NQ0670'USFS 31 NO 3 1948.
 NQ0670'
 NQ0670'STATION KIMBALL (USGS) 1948 IS THE AZIMUTH.
 NQ0670'
 NQ0670'TO REACH FROM THE CAUTION LIGHT ON THE MAIN STREET IN GLENROCK.
 NQ0670'GO EAST ON U.S. HIGHWAY 20 AND 87 FOR 0.6 MILE TO A GRADED
 NQ0670'ROAD RIGHT, ACROSS FROM A TEXACO SERVICE STATION.  TURN RIGHT
 NQ0670'(SOUTH) AND FOLLOW GRADED ROAD FOR 2.0 MILES TO A FORK AT THE
 NQ0670'TOP OF A RIDGE, JUST AFTER CROSSING A CATTLE GUARD,.  KEEP THE
 NQ0670'RIGHT FORK, MAIN ROAD, AND CONTINUE SOUTH FOR 9.5 MILES TO 3
 NQ0670'FORKS.  TAKE THE RIGHT FORK (WESTERLY) AND GO 1.2 MILES TO A
 NQ0670'GATE.  PASS THROUGH AND CONTINUE 0.05 MILE TO A FORK.  TAKE
 NQ0670'THE LEFT FORK AND GO 1.5 MILE TO A GATE.  PASS THROUGH AND
 NQ0670'CONTINUE FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 NQ0670'0.4 MILE TO A GATE AT FENCE CORNER.  PASS THROUGH AND
 NQ0670'CONTINUE WESTERLY FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT
 NQ0670'FORK AND GO 0.3 MILE TO A CATTLE GUARD.  CROSS CATTLE
 NQ0670'GUARD AND CONTINUE ON MAIN ROAD FOR 0.3 MILE TO A FORK.  TAKE
 NQ0670'THE LEFT FORK AND GO 1.3 MILE TO A BOARD GATE.  CONTINUE
 NQ0670'WESTERLY ALONG RIDGE AND GO 1.6 MILE TO A GATE.  TURN LEFT
 NQ0670'(SOUTH) AND FOLLOW ALONG THE WEST SIDE OF FENCE FOR 0.15 MILE
 NQ0670'TO TOP OF RIDGE.  THENCE RIGHT (WEST) ALONG CREST OF RIDGE
 NQ0670'FOR 0.15 MILE TO STATION AS DESCRIBED ABOVE.  A DRIVE
 NQ0670'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0465 ***********************************************************************
 OV0465  DESIGNATION -  31 ARD
 OV0465  PID         -  OV0465
 OV0465  STATE/COUNTY-  WY/NATRONA
 OV0465  USGS QUAD   -  FIFTYMILE FLAT (1976)
 OV0465
 OV0465                         *CURRENT SURVEY CONTROL
 OV0465  ___________________________________________________________________
 OV0465* NAD 83(1986)-  43 18 33.     (N)    106 40 23.     (W)     SCALED    
 OV0465* NAVD 88     -      1588.789  (meters)    5212.55   (feet)  POSTED    
 OV0465  ___________________________________________________________________
 OV0465  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 OV0465  DYNAMIC HT  -        1587.880 (meters)    5209.57  (feet)  COMP
 OV0465  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 OV0465
 OV0465  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0465
 OV0465.The horizontal coordinates were scaled from a topographic map and have
 OV0465.an estimated accuracy of +/- 6 seconds.
 OV0465
 OV0465.The orthometric height was determined by differential leveling
 OV0465.and adjusted by the National Geodetic Survey in 1992..
 OV0465.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0465.rate of 0.0 thru 1.0 mm/km.
 OV0465
 OV0465.The geoid height was determined by GEOID03.
 OV0465
 OV0465.The dynamic height is computed by dividing the NAVD 88
 OV0465.geopotential number by the normal gravity value computed on the
 OV0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0465.degrees latitude (g = 980.6199 gals.).
 OV0465
 OV0465.The modeled gravity was interpolated from observed gravity values.
 OV0465
 OV0465;                    North         East    Units  Estimated Accuracy
 OV0465;SPC WYEC     -   412,210.      453,570.      MT  (+/- 180 meters Scaled)
 OV0465
 OV0465                          SUPERSEDED SURVEY CONTROL
 OV0465
 OV0465.No superseded survey control is available for this station.
 OV0465
 OV0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH643965(NAD 83)
 OV0465_MARKER: DB = BENCH MARK DISK
 OV0465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0465_SP_SET: COPPER-CLAD STEEL ROD
 OV0465_STAMPING: 31 ARD 1968
 OV0465_MARK LOGO: USGS  
 OV0465_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0465+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0465
 OV0465  HISTORY     - Date     Condition        Report By
 OV0465  HISTORY     - 1968     MONUMENTED       USGS
 OV0465
 OV0465                          STATION DESCRIPTION
 OV0465
 OV0465'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0465'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0465'23.2 MILES GENERALLY NORTH ALONG COUNTY ROAD TO A ROAD CREST AT A
 OV0465'SMALL RISE, 1.3 MILES SOUTH OF A RIVER BRIDGE, ON A SMALL RIDGE, 45
 OV0465'FEET EAST OF AND 1.2 FEET HIGHER THAN THE CENTERLINE OF THE ROAD AT A
 OV0465'SUMMIT, SET IN A COPPER-CLAD STEEL ROD PROJECTING .02 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0096 ***********************************************************************
 NR0096  DESIGNATION -  31 HA
 NR0096  PID         -  NR0096
 NR0096  STATE/COUNTY-  WY/CARBON
 NR0096  USGS QUAD   -  CHALK HILLS (1984)
 NR0096
 NR0096                         *CURRENT SURVEY CONTROL
 NR0096  ___________________________________________________________________
 NR0096* NAD 83(1986)-  42 21 03.     (N)    106 05 32.     (W)     SCALED    
 NR0096* NAVD 88     -      2198.772  (meters)    7213.80   (feet)  ADJUSTED  
 NR0096  ___________________________________________________________________
 NR0096  GEOID HEIGHT-         -11.74  (meters)                     GEOID03
 NR0096  DYNAMIC HT  -        2197.080 (meters)    7208.25  (feet)  COMP
 NR0096  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 NR0096
 NR0096  VERT ORDER  -  SECOND    CLASS 0
 NR0096
 NR0096.The horizontal coordinates were scaled from a topographic map and have
 NR0096.an estimated accuracy of +/- 6 seconds.
 NR0096
 NR0096.The orthometric height was determined by differential leveling
 NR0096.and adjusted by the National Geodetic Survey in June 1991..
 NR0096
 NR0096.The geoid height was determined by GEOID03.
 NR0096
 NR0096.The dynamic height is computed by dividing the NAVD 88
 NR0096.geopotential number by the normal gravity value computed on the
 NR0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0096.degrees latitude (g = 980.6199 gals.).
 NR0096
 NR0096.The modeled gravity was interpolated from observed gravity values.
 NR0096
 NR0096;                    North         East    Units  Estimated Accuracy
 NR0096;SPC WYEC     -   306,290.      502,260.      MT  (+/- 180 meters Scaled)
 NR0096
 NR0096                          SUPERSEDED SURVEY CONTROL
 NR0096
 NR0096  NGVD 29 (??/??/92) 2197.724  (m)         7210.37   (f) ADJ UNCH    2 0
 NR0096
 NR0096.Superseded values are not recommended for survey control.
 NR0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0096.See file dsdata.txt to determine how the superseded data were derived.
 NR0096
 NR0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG100893(NAD 83)
 NR0096_MARKER: DD = SURVEY DISK
 NR0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0096_STAMPING: 31 HA 1948
 NR0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0096+STABILITY: SURFACE MOTION
 NR0096
 NR0096  HISTORY     - Date     Condition        Report By
 NR0096  HISTORY     - 1948     MONUMENTED       USGS
 NR0096  HISTORY     - 1959     GOOD             NGS
 NR0096
 NR0096                          STATION DESCRIPTION
 NR0096
 NR0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0096'35.8 MI N FROM MEDICINE BOW.
 NR0096'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0096'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0096'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0096'ABOUT 16.7 MILES NORTHEAST ALONG A DIRT ROAD, AT THE SUMMIT OF A LOW
 NR0096'RIDGE, 54 FEET EAST OF THE CENTER LINE OF THE ROAD, IN SECTION 32, R
 NR0096'77 W, T 28 N, 200 FEET NORTH OF THE INTERSECTION OF AN EAST-WEST TRAIL
 NR0096'ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 NR0096'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0876 ***********************************************************************
 PY0876  DESIGNATION -  31 MDC
 PY0876  PID         -  PY0876
 PY0876  STATE/COUNTY-  WY/TETON
 PY0876  USGS QUAD   -  LAKE BUTTE (1986)
 PY0876
 PY0876                         *CURRENT SURVEY CONTROL
 PY0876  ___________________________________________________________________
 PY0876* NAD 83(1986)-  44 33 48.     (N)    110 22 22.     (W)     SCALED    
 PY0876* NAVD 88     -      2365.516  (meters)    7760.86   (feet)  ADJUSTED  
 PY0876  ___________________________________________________________________
 PY0876  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 PY0876  DYNAMIC HT  -        2363.959 (meters)    7755.76  (feet)  COMP
 PY0876  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 PY0876
 PY0876  VERT ORDER  -  FIRST     CLASS II
 PY0876
 PY0876.The horizontal coordinates were scaled from a topographic map and have
 PY0876.an estimated accuracy of +/- 6 seconds.
 PY0876
 PY0876.The orthometric height was determined by differential leveling
 PY0876.and adjusted by the National Geodetic Survey in June 1991..
 PY0876
 PY0876.The geoid height was determined by GEOID03.
 PY0876
 PY0876.The dynamic height is computed by dividing the NAVD 88
 PY0876.geopotential number by the normal gravity value computed on the
 PY0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0876.degrees latitude (g = 980.6199 gals.).
 PY0876
 PY0876.The modeled gravity was interpolated from observed gravity values.
 PY0876
 PY0876;                    North         East    Units  Estimated Accuracy
 PY0876;SPC WY W     -   551,380.      777,010.      MT  (+/- 180 meters Scaled)
 PY0876
 PY0876                          SUPERSEDED SURVEY CONTROL
 PY0876
 PY0876  NGVD 29 (08/20/92) 2364.152  (m)         7756.39   (f) ADJUSTED    1 2
 PY0876
 PY0876.Superseded values are not recommended for survey control.
 PY0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0876.See file dsdata.txt to determine how the superseded data were derived.
 PY0876
 PY0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ498346(NAD 83)
 PY0876_MARKER: DB = BENCH MARK DISK
 PY0876_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0876+WITH SETTING: PAVEMENT
 PY0876_SP_SET: MANHOLE FOUNDATION
 PY0876_STAMPING: 31 MDC 1976 7755
 PY0876_MARK LOGO: USGS  
 PY0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0876+STABILITY: SURFACE MOTION
 PY0876
 PY0876  HISTORY     - Date     Condition        Report By
 PY0876  HISTORY     - 1976     MONUMENTED       USGS
 PY0876  HISTORY     - 1987     GOOD             NGS
 PY0876  HISTORY     - 1988     GOOD             USGS
 PY0876
 PY0876                          STATION DESCRIPTION
 PY0876
 PY0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0876'1.4 KM (0.85 MI) SE FROM LAKE JUNCTION.
 PY0876'1.4 KM (0.85 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0876'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN THE
 PY0876'NORTHWEST CORNER OF THE MOST WESTERLY 1 OF 2 MANHOLE FOUNDATIONS,
 PY0876'ACROSS THE HIGHWAY FROM THE EAST ENTRANCE INTO A PARKING AREA, 150.0
 PY0876'M (492.1 FT) EAST OF THE ENTRANCE INTO THE FISHING BRIDGE CAMPGROUND,
 PY0876'AND 7.6 M (24.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 PY0876'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PY0876
 PY0876                          STATION RECOVERY (1988)
 PY0876
 PY0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0515 ***********************************************************************
 NR0515  DESIGNATION -  31 PHJ
 NR0515  PID         -  NR0515
 NR0515  STATE/COUNTY-  WY/NATRONA
 NR0515  USGS QUAD   -  SADDLE ROCK (1984)
 NR0515
 NR0515                         *CURRENT SURVEY CONTROL
 NR0515  ___________________________________________________________________
 NR0515* NAD 83(1993)-  42 44 22.02321(N)    107 08 05.69174(W)     ADJUSTED  
 NR0515* NAVD 88     -      2244.80   (+/-2cm)    7364.8    (feet)  VERTCON   
 NR0515  ___________________________________________________________________
 NR0515  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 NR0515  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 NR0515
 NR0515  HORZ ORDER  -  THIRD
 NR0515  VERT ORDER  -  THIRD ? (See Below)
 NR0515
 NR0515.The horizontal coordinates were established by classical geodetic methods
 NR0515.and adjusted by the National Geodetic Survey in January 1997..
 NR0515
 NR0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0515.The vertical order pertains to the NGVD 29 superseded value.
 NR0515
 NR0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0515
 NR0515.The geoid height was determined by GEOID03.
 NR0515
 NR0515;                    North         East     Units Scale Factor Converg.
 NR0515;SPC WYEC     -   348,730.227   416,246.455   MT  0.99994075   +0 08 04.8
 NR0515;UTM  13      - 4,734,091.992   325,249.940   MT  0.99997571   -1 26 57.3
 NR0515
 NR0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0515!SPC WYEC     -   0.99965001  x   0.99994075  =   0.99959078
 NR0515!UTM  13      -   0.99965001  x   0.99997571  =   0.99962573
 NR0515
 NR0515:                Primary Azimuth Mark                     Grid Az
 NR0515:SPC WYEC     -  RATTLESNAKE                              105 17 48.0
 NR0515:UTM  13      -  RATTLESNAKE                              106 52 50.1
 NR0515
 NR0515|---------------------------------------------------------------------|
 NR0515| PID    Reference Object                     Distance      Geod. Az  |
 NR0515|                                                           dddmmss.s |
 NR0515| NR0537 RATTLESNAKE                         APPROX.10.4 KM 1052552.8 |
 NR0515|---------------------------------------------------------------------|
 NR0515
 NR0515                          SUPERSEDED SURVEY CONTROL
 NR0515
 NR0515  NAD 83(1986)-  42 44 22.01991(N)    107 08 05.66371(W) AD(       ) 3
 NR0515  NGVD 29 (08/25/89) 2243.74   (m)         7361.3    (f) LEVELING    3  
 NR0515
 NR0515.Superseded values are not recommended for survey control.
 NR0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0515.See file dsdata.txt to determine how the superseded data were derived.
 NR0515
 NR0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH2525034092(NAD 83)
 NR0515_MARKER: DS = TRIANGULATION STATION DISK
 NR0515_SETTING: 0 = UNSPECIFIED SETTING
 NR0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0515
 NR0515  HISTORY     - Date     Condition        Report By
 NR0515  HISTORY     - 1957     MONUMENTED       USGS
 NR0515
 NR0515                          STATION DESCRIPTION
 NR0515
 NR0515'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NR0515'STATION IS LOCATED 21 MI. SW. OF POWDER RIVER, ABOUT 25 MI. NW. OF
 NR0515'ALCOVA AND 2.0 MI. SW. OF OIL CITY RANCH IN THE RATTLESNAKE RANGE,
 NR0515'ON A HIGH, BROAD, FLAT TOP.
 NR0515'
 NR0515'STATION MARK--STANDARD TABLET 190 FT. E. OF TRACK RD., ON TOP OF
 NR0515'EMBEDDED ROCK PROJECTING 1.2 FT., STAMPED---31 PHJ 1957---.
 NR0515'
 NR0515'(OK ALS 1959)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0588 ***********************************************************************
 PV0588  DESIGNATION -  31 RGB
 PV0588  PID         -  PV0588
 PV0588  STATE/COUNTY-  WY/CAMPBELL
 PV0588  USGS QUAD   -  WHITETAIL CREEK SE (1971)
 PV0588
 PV0588                         *CURRENT SURVEY CONTROL
 PV0588  ___________________________________________________________________
 PV0588* NAD 83(1986)-  44 05 20.     (N)    105 06 31.     (W)     SCALED    
 PV0588* NAVD 88     -      1344.249  (meters)    4410.26   (feet)  POSTED    
 PV0588  ___________________________________________________________________
 PV0588  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 PV0588  DYNAMIC HT  -        1343.660 (meters)    4408.32  (feet)  COMP
 PV0588  MODELED GRAV-     980,132.3   (mgal)                       NAVD 88
 PV0588
 PV0588  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0588
 PV0588.The horizontal coordinates were scaled from a topographic map and have
 PV0588.an estimated accuracy of +/- 6 seconds.
 PV0588
 PV0588.The orthometric height was determined by differential leveling
 PV0588.and adjusted by the National Geodetic Survey in 1992..
 PV0588.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0588.rate of 0.0 thru 1.0 mm/km.
 PV0588
 PV0588.The geoid height was determined by GEOID03.
 PV0588
 PV0588.The dynamic height is computed by dividing the NAVD 88
 PV0588.geopotential number by the normal gravity value computed on the
 PV0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0588.degrees latitude (g = 980.6199 gals.).
 PV0588
 PV0588.The modeled gravity was interpolated from observed gravity values.
 PV0588
 PV0588;                    North         East    Units  Estimated Accuracy
 PV0588;SPC WY E     -   398,630.      204,650.      MT  (+/- 180 meters Scaled)
 PV0588
 PV0588                          SUPERSEDED SURVEY CONTROL
 PV0588
 PV0588  NGVD 29 (??/??/92) 1343.50   (m)         4407.8    (f) COMPUTED    3 0
 PV0588
 PV0588.Superseded values are not recommended for survey control.
 PV0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0588.See file dsdata.txt to determine how the superseded data were derived.
 PV0588
 PV0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ913817(NAD 83)
 PV0588_MARKER: DB = BENCH MARK DISK
 PV0588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0588_SP_SET: COPPER-CLAD STEEL ROD
 PV0588_STAMPING: 31 RGB 1971
 PV0588_MARK LOGO: USGS  
 PV0588_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0588+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0588
 PV0588  HISTORY     - Date     Condition        Report By
 PV0588  HISTORY     - 1971     MONUMENTED       USGS
 PV0588
 PV0588                          STATION DESCRIPTION
 PV0588
 PV0588'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0588'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 PV0588'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, 3.0 MILES SOUTH OF
 PV0588'J. JESSEN RANCH, 36 FEET EAST OF THE CENTERLINE OF THE Y-ROAD FORK,
 PV0588'3 FEET WEST OF A WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD AND
 PV0588'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0732 ***********************************************************************
 NQ0732  DESIGNATION -  31 SJS
 NQ0732  PID         -  NQ0732
 NQ0732  STATE/COUNTY-  WY/CONVERSE
 NQ0732  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0732
 NQ0732                         *CURRENT SURVEY CONTROL
 NQ0732  ___________________________________________________________________
 NQ0732* NAD 83(1986)-  42 55 38.     (N)    104 57 48.     (W)     SCALED    
 NQ0732* NAVD 88     -      1472.770  (meters)    4831.91   (feet)  ADJUSTED  
 NQ0732  ___________________________________________________________________
 NQ0732  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 NQ0732  DYNAMIC HT  -        1471.922 (meters)    4829.13  (feet)  COMP
 NQ0732  MODELED GRAV-     979,992.9   (mgal)                       NAVD 88
 NQ0732
 NQ0732  VERT ORDER  -  THIRD
 NQ0732
 NQ0732.The horizontal coordinates were scaled from a topographic map and have
 NQ0732.an estimated accuracy of +/- 6 seconds.
 NQ0732
 NQ0732.The orthometric height was determined by differential leveling
 NQ0732.and adjusted by the National Geodetic Survey in December 1993..
 NQ0732
 NQ0732.The geoid height was determined by GEOID03.
 NQ0732
 NQ0732.The dynamic height is computed by dividing the NAVD 88
 NQ0732.geopotential number by the normal gravity value computed on the
 NQ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0732.degrees latitude (g = 980.6199 gals.).
 NQ0732
 NQ0732.The modeled gravity was interpolated from observed gravity values.
 NQ0732
 NQ0732;                    North         East    Units  Estimated Accuracy
 NQ0732;SPC WY E     -   269,590.      216,600.      MT  (+/- 180 meters Scaled)
 NQ0732
 NQ0732                          SUPERSEDED SURVEY CONTROL
 NQ0732
 NQ0732.No superseded survey control is available for this station.
 NQ0732
 NQ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH029527(NAD 83)
 NQ0732_MARKER: DB = BENCH MARK DISK
 NQ0732_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0732+WITH SETTING: INFORMATION.
 NQ0732_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0732_STAMPING: 31 SJS 1970
 NQ0732_MARK LOGO: USGS  
 NQ0732_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0732
 NQ0732  HISTORY     - Date     Condition        Report By
 NQ0732  HISTORY     - 1970     MONUMENTED       USGS
 NQ0732
 NQ0732                          STATION DESCRIPTION
 NQ0732
 NQ0732'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0732'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 13.1 MILES (21.1 KM)
 NQ0732'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, IN THE
 NQ0732'NORTHEAST CORNER OF S.13, T.34 N., R.68 W., 29 FEET (8.8 M) EAST AND
 NQ0732'31 FEET (9.4 M) SOUTH OF A ROAD JUNCTION NORTHWEST, 1 FOOT (0.3 M)
 NQ0732'HIGHER THAN THE ROAD JUNCTION, ENCASED IN A 6-INCH WHITE PLASTIC PIPE
 NQ0732'PROJECTING 0.1 FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0466 ***********************************************************************
 OV0466  DESIGNATION -  32 ARD
 OV0466  PID         -  OV0466
 OV0466  STATE/COUNTY-  WY/NATRONA
 OV0466  USGS QUAD   -  FIFTYMILE FLAT (1976)
 OV0466
 OV0466                         *CURRENT SURVEY CONTROL
 OV0466  ___________________________________________________________________
 OV0466* NAD 83(1986)-  43 19 33.     (N)    106 40 46.     (W)     SCALED    
 OV0466* NAVD 88     -      1552.074  (meters)    5092.10   (feet)  POSTED    
 OV0466  ___________________________________________________________________
 OV0466  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 OV0466  DYNAMIC HT  -        1551.190 (meters)    5089.20  (feet)  COMP
 OV0466  MODELED GRAV-     979,997.4   (mgal)                       NAVD 88
 OV0466
 OV0466  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0466
 OV0466.The horizontal coordinates were scaled from a topographic map and have
 OV0466.an estimated accuracy of +/- 6 seconds.
 OV0466
 OV0466.The orthometric height was determined by differential leveling
 OV0466.and adjusted by the National Geodetic Survey in 1992..
 OV0466.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0466.rate of 0.0 thru 1.0 mm/km.
 OV0466
 OV0466.The geoid height was determined by GEOID03.
 OV0466
 OV0466.The dynamic height is computed by dividing the NAVD 88
 OV0466.geopotential number by the normal gravity value computed on the
 OV0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0466.degrees latitude (g = 980.6199 gals.).
 OV0466
 OV0466.The modeled gravity was interpolated from observed gravity values.
 OV0466
 OV0466;                    North         East    Units  Estimated Accuracy
 OV0466;SPC WYEC     -   414,060.      453,030.      MT  (+/- 180 meters Scaled)
 OV0466
 OV0466                          SUPERSEDED SURVEY CONTROL
 OV0466
 OV0466.No superseded survey control is available for this station.
 OV0466
 OV0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH638983(NAD 83)
 OV0466_MARKER: DB = BENCH MARK DISK
 OV0466_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0466_SP_SET: COPPER-CLAD STEEL ROD
 OV0466_STAMPING: 32 ARD 1968
 OV0466_MARK LOGO: USGS  
 OV0466_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0466+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0466
 OV0466  HISTORY     - Date     Condition        Report By
 OV0466  HISTORY     - 1968     MONUMENTED       USGS
 OV0466
 OV0466                          STATION DESCRIPTION
 OV0466
 OV0466'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0466'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0466'24.4 MILES NORTH ALONG COUNTY ROAD, 0.2 MILES SOUTH OF A RIVER
 OV0466'BRIDGE, AT THE JUNCTION WITH WILD HORSE STOCK TRAIL ROAD HEADED EAST,
 OV0466'58 FEET NORTH AND 47 FEET EAST OF AND 1.1 FOOT LOWER THAN THE ROAD
 OV0466'INTERSECTION, SET IN A COPPER-CLAD STEEL ROD PROJECTING .01 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0098 ***********************************************************************
 NR0098  DESIGNATION -  32 HA
 NR0098  PID         -  NR0098
 NR0098  STATE/COUNTY-  WY/CARBON
 NR0098  USGS QUAD   -  CHALK HILLS (1984)
 NR0098
 NR0098                         *CURRENT SURVEY CONTROL
 NR0098  ___________________________________________________________________
 NR0098* NAD 83(1986)-  42 22 14.     (N)    106 06 17.     (W)     SCALED    
 NR0098* NAVD 88     -      2151.535  (meters)    7058.83   (feet)  ADJUSTED  
 NR0098  ___________________________________________________________________
 NR0098  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 NR0098  DYNAMIC HT  -        2149.892 (meters)    7053.44  (feet)  COMP
 NR0098  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 NR0098
 NR0098  VERT ORDER  -  SECOND    CLASS 0
 NR0098
 NR0098.The horizontal coordinates were scaled from a topographic map and have
 NR0098.an estimated accuracy of +/- 6 seconds.
 NR0098
 NR0098.The orthometric height was determined by differential leveling
 NR0098.and adjusted by the National Geodetic Survey in June 1991..
 NR0098
 NR0098.The geoid height was determined by GEOID03.
 NR0098
 NR0098.The dynamic height is computed by dividing the NAVD 88
 NR0098.geopotential number by the normal gravity value computed on the
 NR0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0098.degrees latitude (g = 980.6199 gals.).
 NR0098
 NR0098.The modeled gravity was interpolated from observed gravity values.
 NR0098
 NR0098;                    North         East    Units  Estimated Accuracy
 NR0098;SPC WYEC     -   308,470.      501,190.      MT  (+/- 180 meters Scaled)
 NR0098
 NR0098                          SUPERSEDED SURVEY CONTROL
 NR0098
 NR0098  NGVD 29 (??/??/92) 2150.492  (m)         7055.41   (f) ADJ UNCH    2 0
 NR0098
 NR0098.Superseded values are not recommended for survey control.
 NR0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0098.See file dsdata.txt to determine how the superseded data were derived.
 NR0098
 NR0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG090915(NAD 83)
 NR0098_MARKER: DD = SURVEY DISK
 NR0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0098_STAMPING: 32 HA 1948
 NR0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0098+STABILITY: SURFACE MOTION
 NR0098
 NR0098  HISTORY     - Date     Condition        Report By
 NR0098  HISTORY     - 1948     MONUMENTED       USGS
 NR0098  HISTORY     - 1959     GOOD             NGS
 NR0098
 NR0098                          STATION DESCRIPTION
 NR0098
 NR0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0098'37.45 MI N FROM MEDICINE BOW.
 NR0098'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0098'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0098'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0098'ABOUT 18.35 MILES NORTHEAST ALONG A DIRT ROAD, AT THE HEWOODS RANCH,
 NR0098'58 FEET EAST OF THE CENTER LINE OF THE ROAD, IN SECTION 30, R 77 W, T
 NR0098'28 N, 163 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE MOST NORTHERLY
 NR0098'ONE OF A GROUP OF LOG BUILDINGS, 14 FEET NORTH OF A FENCE CORNER, 2
 NR0098'FEET WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 NR0098'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0879 ***********************************************************************
 PY0879  DESIGNATION -  32 MDC
 PY0879  PID         -  PY0879
 PY0879  STATE/COUNTY-  WY/PARK
 PY0879  USGS QUAD   -  LAKE BUTTE (1986)
 PY0879
 PY0879                         *CURRENT SURVEY CONTROL
 PY0879  ___________________________________________________________________
 PY0879* NAD 83(1986)-  44 33 28.     (N)    110 20 09.     (W)     SCALED    
 PY0879* NAVD 88     -      2367.695  (meters)    7768.01   (feet)  ADJUSTED  
 PY0879  ___________________________________________________________________
 PY0879  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY0879  DYNAMIC HT  -        2366.118 (meters)    7762.84  (feet)  COMP
 PY0879  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 PY0879
 PY0879  VERT ORDER  -  FIRST     CLASS II
 PY0879
 PY0879.The horizontal coordinates were scaled from a topographic map and have
 PY0879.an estimated accuracy of +/- 6 seconds.
 PY0879
 PY0879.The orthometric height was determined by differential leveling
 PY0879.and adjusted by the National Geodetic Survey in June 1991..
 PY0879
 PY0879.The geoid height was determined by GEOID03.
 PY0879
 PY0879.The dynamic height is computed by dividing the NAVD 88
 PY0879.geopotential number by the normal gravity value computed on the
 PY0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0879.degrees latitude (g = 980.6199 gals.).
 PY0879
 PY0879.The modeled gravity was interpolated from observed gravity values.
 PY0879
 PY0879;                    North         East    Units  Estimated Accuracy
 PY0879;SPC WYWC     -   451,950.      474,010.      MT  (+/- 180 meters Scaled)
 PY0879
 PY0879                          SUPERSEDED SURVEY CONTROL
 PY0879
 PY0879  NGVD 29 (08/20/92) 2366.318  (m)         7763.49   (f) ADJUSTED    1 2
 PY0879
 PY0879.Superseded values are not recommended for survey control.
 PY0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0879.See file dsdata.txt to determine how the superseded data were derived.
 PY0879
 PY0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ527340(NAD 83)
 PY0879_MARKER: DB = BENCH MARK DISK
 PY0879_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0879_SP_SET: COPPER-CLAD STEEL ROD
 PY0879_STAMPING: 32 MDC 1976 7762
 PY0879_MARK LOGO: USGS  
 PY0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0879
 PY0879  HISTORY     - Date     Condition        Report By
 PY0879  HISTORY     - 1976     MONUMENTED       USGS
 PY0879  HISTORY     - 1987     GOOD             NGS
 PY0879  HISTORY     - 1988     GOOD             USGS
 PY0879
 PY0879                          STATION DESCRIPTION
 PY0879
 PY0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0879'4.4 KM (2.75 MI) SE FROM LAKE JUNCTION.
 PY0879'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0879'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, AT A
 PY0879'HIGHWAY PULLOUT, 16.0 M (52.5 FT) SOUTH OF THE CENTERLINE OF THE
 PY0879'HIGHWAY, AND 5.1 M (16.7 FT) EAST OF A FOOT TRAIL.
 PY0879'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0879'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PY0879
 PY0879                          STATION RECOVERY (1988)
 PY0879
 PY0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0587 ***********************************************************************
 PV0587  DESIGNATION -  32 RGB
 PV0587  PID         -  PV0587
 PV0587  STATE/COUNTY-  WY/CAMPBELL
 PV0587  USGS QUAD   -  WHITETAIL CREEK SE (1971)
 PV0587
 PV0587                         *CURRENT SURVEY CONTROL
 PV0587  ___________________________________________________________________
 PV0587* NAD 83(1986)-  44 06 58.     (N)    105 07 18.     (W)     SCALED    
 PV0587* NAVD 88     -      1310.871  (meters)    4300.75   (feet)  POSTED    
 PV0587  ___________________________________________________________________
 PV0587  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 PV0587  DYNAMIC HT  -        1310.300 (meters)    4298.88  (feet)  COMP
 PV0587  MODELED GRAV-     980,140.2   (mgal)                       NAVD 88
 PV0587
 PV0587  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0587
 PV0587.The horizontal coordinates were scaled from a topographic map and have
 PV0587.an estimated accuracy of +/- 6 seconds.
 PV0587
 PV0587.The orthometric height was determined by differential leveling
 PV0587.and adjusted by the National Geodetic Survey in 1992..
 PV0587.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0587.rate of 0.0 thru 1.0 mm/km.
 PV0587
 PV0587.The geoid height was determined by GEOID03.
 PV0587
 PV0587.The dynamic height is computed by dividing the NAVD 88
 PV0587.geopotential number by the normal gravity value computed on the
 PV0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0587.degrees latitude (g = 980.6199 gals.).
 PV0587
 PV0587.The modeled gravity was interpolated from observed gravity values.
 PV0587
 PV0587;                    North         East    Units  Estimated Accuracy
 PV0587;SPC WY E     -   401,650.      203,600.      MT  (+/- 180 meters Scaled)
 PV0587
 PV0587                          SUPERSEDED SURVEY CONTROL
 PV0587
 PV0587  NGVD 29 (??/??/92) 1310.12   (m)         4298.3    (f) COMPUTED    3 0
 PV0587
 PV0587.Superseded values are not recommended for survey control.
 PV0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0587.See file dsdata.txt to determine how the superseded data were derived.
 PV0587
 PV0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ902847(NAD 83)
 PV0587_MARKER: DB = BENCH MARK DISK
 PV0587_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0587_SP_SET: COPPER-CLAD STEEL ROD
 PV0587_STAMPING: 32 RGB 1971
 PV0587_MARK LOGO: USGS  
 PV0587_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0587+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0587
 PV0587  HISTORY     - Date     Condition        Report By
 PV0587  HISTORY     - 1971     MONUMENTED       USGS
 PV0587
 PV0587                          STATION DESCRIPTION
 PV0587
 PV0587'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0587'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG HIGHWAY 14/16,
 PV0587'THENCE 13.4 MILES SOUTHEAST TO A DRAIN, 0.9 MILES SOUTH OF J. JESSEN
 PV0587'RANCH, 318 FEET NORTH AND 48 FEET WEST OF THE CENTERLINE OF THE ROAD
 PV0587'AT DRAIN, 3 FEET EAST OF A WITNESS SIGN, SET IN A COPPER-CLAD STEEL
 PV0587'ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0733 ***********************************************************************
 NQ0733  DESIGNATION -  32 SJS
 NQ0733  PID         -  NQ0733
 NQ0733  STATE/COUNTY-  WY/CONVERSE
 NQ0733  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0733
 NQ0733                         *CURRENT SURVEY CONTROL
 NQ0733  ___________________________________________________________________
 NQ0733* NAD 83(1986)-  42 54 40.     (N)    104 58 42.     (W)     SCALED    
 NQ0733* NAVD 88     -      1481.749  (meters)    4861.37   (feet)  ADJUSTED  
 NQ0733  ___________________________________________________________________
 NQ0733  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 NQ0733  DYNAMIC HT  -        1480.892 (meters)    4858.56  (feet)  COMP
 NQ0733  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 NQ0733
 NQ0733  VERT ORDER  -  THIRD
 NQ0733
 NQ0733.The horizontal coordinates were scaled from a topographic map and have
 NQ0733.an estimated accuracy of +/- 6 seconds.
 NQ0733
 NQ0733.The orthometric height was determined by differential leveling
 NQ0733.and adjusted by the National Geodetic Survey in December 1993..
 NQ0733
 NQ0733.The geoid height was determined by GEOID03.
 NQ0733
 NQ0733.The dynamic height is computed by dividing the NAVD 88
 NQ0733.geopotential number by the normal gravity value computed on the
 NQ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0733.degrees latitude (g = 980.6199 gals.).
 NQ0733
 NQ0733.The modeled gravity was interpolated from observed gravity values.
 NQ0733
 NQ0733;                    North         East    Units  Estimated Accuracy
 NQ0733;SPC WY E     -   267,800.      215,380.      MT  (+/- 180 meters Scaled)
 NQ0733
 NQ0733                          SUPERSEDED SURVEY CONTROL
 NQ0733
 NQ0733.No superseded survey control is available for this station.
 NQ0733
 NQ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH017509(NAD 83)
 NQ0733_MARKER: DB = BENCH MARK DISK
 NQ0733_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0733+WITH SETTING: INFORMATION.
 NQ0733_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0733_STAMPING: 32 SJS 1970
 NQ0733_MARK LOGO: USGS  
 NQ0733_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0733
 NQ0733  HISTORY     - Date     Condition        Report By
 NQ0733  HISTORY     - 1970     MONUMENTED       USGS
 NQ0733
 NQ0733                          STATION DESCRIPTION
 NQ0733
 NQ0733'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0733'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 11.5 MILES (18.5 KM)
 NQ0733'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, IN THE
 NQ0733'NORTHWEST CORNER OF S.23, T.34 N., R.69 W., ABOUT 300 FEET (91.4 M)
 NQ0733'NORTH OF WHERE THE ROAD CROSSES THE EAST FORK OF TWENTY MILE CREEK, 25
 NQ0733'FEET (7.6 M) EAST OF A ROAD JUNCTION WEST, 1 FOOT (0.3 M) WEST OF A
 NQ0733'FENCE, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND SET ON A
 NQ0733'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1290 ***********************************************************************
 MO1290  DESIGNATION -  32 WEW
 MO1290  PID         -  MO1290
 MO1290  STATE/COUNTY-  WY/ALBANY
 MO1290  USGS QUAD   -  DODGE RANCH (1981)
 MO1290
 MO1290                         *CURRENT SURVEY CONTROL
 MO1290  ___________________________________________________________________
 MO1290* NAD 83(1993)-  41 59 34.67281(N)    105 33 09.28081(W)     ADJUSTED  
 MO1290* NAVD 88     -      2170.03   (+/-2cm)    7119.5    (feet)  VERTCON   
 MO1290  ___________________________________________________________________
 MO1290  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 MO1290  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO1290
 MO1290  HORZ ORDER  -  THIRD
 MO1290  VERT ORDER  -  THIRD ? (See Below)
 MO1290
 MO1290.The horizontal coordinates were established by classical geodetic methods
 MO1290.and adjusted by the National Geodetic Survey in January 1997..
 MO1290
 MO1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1290.The vertical order pertains to the NGVD 29 superseded value.
 MO1290
 MO1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1290
 MO1290.The geoid height was determined by GEOID03.
 MO1290
 MO1290;                    North         East     Units Scale Factor Converg.
 MO1290;SPC WY E     -   165,868.372   168,025.403   MT  0.99995008   -0 15 29.5
 MO1290;UTM  13      - 4,649,142.761   454,231.688   MT  0.99962577   -0 22 10.9
 MO1290
 MO1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1290!SPC WY E     -   0.99966157  x   0.99995008  =   0.99961166
 MO1290!UTM  13      -   0.99966157  x   0.99962577  =   0.99928746
 MO1290
 MO1290:                Primary Azimuth Mark                     Grid Az
 MO1290:SPC WY E     -  DOUTH                                    091 42 27.8
 MO1290:UTM  13      -  DOUTH                                    091 49 09.2
 MO1290
 MO1290|---------------------------------------------------------------------|
 MO1290| PID    Reference Object                     Distance      Geod. Az  |
 MO1290|                                                           dddmmss.s |
 MO1290| MO1197 DOUTH                               APPROX. 5.2 KM 0912658.3 |
 MO1290|---------------------------------------------------------------------|
 MO1290
 MO1290                          SUPERSEDED SURVEY CONTROL
 MO1290
 MO1290  NAD 83(1986)-  41 59 34.65672(N)    105 33 09.27394(W) AD(       ) 3
 MO1290  NAD 27      -  41 59 34.76939(N)    105 33 07.29798(W) AD(       ) 3
 MO1290  NGVD 29 (07/19/86) 2169.07   (m)         7116.4    (f) LEVELING    3  
 MO1290
 MO1290.Superseded values are not recommended for survey control.
 MO1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1290.See file dsdata.txt to determine how the superseded data were derived.
 MO1290
 MO1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG5423249143(NAD 83)
 MO1290_MARKER: DB = BENCH MARK DISK
 MO1290_SETTING: 0 = UNSPECIFIED SETTING
 MO1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1290
 MO1290  HISTORY     - Date     Condition        Report By
 MO1290  HISTORY     - 1953     MONUMENTED       USGS
 MO1290
 MO1290                          STATION DESCRIPTION
 MO1290
 MO1290'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1290'STATION IS LOCATED ABOUT 28 MI. NE. OF ROCK RIVER, IN SEC. 2,
 MO1290'T 23 N, R 73 W, ON THE POINT OF A BLUFF WHICH OVERLOOKS THE
 MO1290'WHEATLAND-ROCK RIVER ROAD.
 MO1290'
 MO1290'TO REACH FROM THE POST OFFICE IN ROCK RIVER, PROCEED E. 0.2 MI. TO
 MO1290'U.S. HIGHWAY 30, TURN LEFT AND GO N. 1.5 MI. TO POINT WHERE THE OLD
 MO1290'HIGHWAY FORKS OFF TO THE RIGHT, TAKE THE OLD RD. AND GO 1.3 MI. TO
 MO1290'A CROSSROAD, TURN RIGHT ONTO GRAVEL RD. AND FOLLOW SIGNS MARKED
 MO1290'---GARRETT ROUTE--- FOR 27.2 MI. TO RD. FORK, TAKE RIGHT FORK AND
 MO1290'CONTINUE ON 1.0 MI., AT THIS POINT TURN RIGHT OFF RD. AND DRIVE
 MO1290'TO TOP OF BLUFF AND POINT WHICH OVERLOOKS THE RD. AND STATION SITE.
 MO1290'
 MO1290'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED ---32
 MO1290'WEW 1953---.
 MO1290'
 MO1290'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0219 ***********************************************************************
 NS0219  DESIGNATION -  32SC
 NS0219  PID         -  NS0219
 NS0219  STATE/COUNTY-  WY/SWEETWATER
 NS0219  USGS QUAD   -  ROCK CABIN SPRING (1986)
 NS0219
 NS0219                         *CURRENT SURVEY CONTROL
 NS0219  ___________________________________________________________________
 NS0219* NAD 83(1993)-  42 07 37.29744(N)    108 56 05.32923(W)     ADJUSTED  
 NS0219* NAVD 88     -      2316.68   (+/-2cm)    7600.6    (feet)  VERTCON   
 NS0219  ___________________________________________________________________
 NS0219  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 NS0219  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 NS0219
 NS0219  HORZ ORDER  -  THIRD
 NS0219  VERT ORDER  -  THIRD ? (See Below)
 NS0219
 NS0219.The horizontal coordinates were established by classical geodetic methods
 NS0219.and adjusted by the National Geodetic Survey in January 1997..
 NS0219
 NS0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0219.The vertical order pertains to the NGVD 29 superseded value.
 NS0219
 NS0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0219
 NS0219.The geoid height was determined by GEOID03.
 NS0219
 NS0219;                    North         East     Units Scale Factor Converg.
 NS0219;SPC WYWC     -   180,702.836   584,719.489   MT  0.99994037   -0 07 26.3
 NS0219;UTM  12      - 4,665,944.052   670,697.009   MT  0.99995853   +1 23 08.2
 NS0219
 NS0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0219!SPC WYWC     -   0.99963891  x   0.99994037  =   0.99957931
 NS0219!UTM  12      -   0.99963891  x   0.99995853  =   0.99959746
 NS0219
 NS0219:                Primary Azimuth Mark                     Grid Az
 NS0219:SPC WYWC     -  GLO 24 ECC                               115 07 29.5
 NS0219:UTM  12      -  GLO 24 ECC                               113 36 55.0
 NS0219
 NS0219|---------------------------------------------------------------------|
 NS0219| PID    Reference Object                     Distance      Geod. Az  |
 NS0219|                                                           dddmmss.s |
 NS0219| NS0217 GLO 24 ECC                          APPROX. 8.0 KM 1150003.2 |
 NS0219|---------------------------------------------------------------------|
 NS0219
 NS0219                          SUPERSEDED SURVEY CONTROL
 NS0219
 NS0219  NAD 83(1986)-  42 07 37.28220(N)    108 56 05.32574(W) AD(       ) 3
 NS0219  NAD 27      -  42 07 37.43103(N)    108 56 02.90307(W) AD(       ) 3
 NS0219  NGVD 29 (07/19/86) 2315.34   (m)         7596.2    (f) LEVELING    3  
 NS0219
 NS0219.Superseded values are not recommended for survey control.
 NS0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0219.See file dsdata.txt to determine how the superseded data were derived.
 NS0219
 NS0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM7069765944(NAD 83)
 NS0219_MARKER: DB = BENCH MARK DISK
 NS0219_SETTING: 0 = UNSPECIFIED SETTING
 NS0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0219
 NS0219  HISTORY     - Date     Condition        Report By
 NS0219  HISTORY     - 1957     MONUMENTED       USGS
 NS0219
 NS0219                          STATION DESCRIPTION
 NS0219
 NS0219'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NS0219'STATION IS LOCATED ABOUT 10.8 MI. -AIRLINE- N. OF STEAMBOAT MOUNTAIN
 NS0219'AND 10 MI. -AIRLINE- SW. OF OREGON BUTTES ON POINT OF RIM OVERLOOKING
 NS0219'TO THE S., IN SEC. 24, T.25 N., R. 102 W.  TO REACH FROM POST OFFICE
 NS0219'IN FARSON, WYOMING PROCEED 13.0 MI. E. ALONG STATE HWY. 28, THENCE
 NS0219'18.2 MI. EASTERNLY ALONG GRADED RD. LEADING PAST
 NS0219'---HAY MIDDLE RANCH---, 265 FT. N. OF S. POINT OF RIDGE AT EDGE, 455
 NS0219'FT. S. AND 1.5 FT. HIGHER THAN RD. OPPOSITE.
 NS0219'
 NS0219'STATION MARK - STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 NS0219'0.5 FT. AND STAMPED ---32 SC 1957 7596---.
 NS0219'
 NS0219'REFERENCE MARKS NO.1 - 3 IN. CONCRETE POST PROJECTING 0.3 FT. ABOVE
 NS0219'ROUND AND LOCATED 390 FT., S 10 DEG 16 MIN W,
 NS0219'FROM STATION MARK AND 77 FT. S. OF RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0468 ***********************************************************************
 OV0468  DESIGNATION -  33 ARD
 OV0468  PID         -  OV0468
 OV0468  STATE/COUNTY-  WY/NATRONA
 OV0468  USGS QUAD   -  FIFTYMILE FLAT (1976)
 OV0468
 OV0468                         *CURRENT SURVEY CONTROL
 OV0468  ___________________________________________________________________
 OV0468* NAD 83(1986)-  43 20 55.     (N)    106 42 23.     (W)     SCALED    
 OV0468* NAVD 88     -      1585.959  (meters)    5203.27   (feet)  POSTED    
 OV0468  ___________________________________________________________________
 OV0468  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 OV0468  DYNAMIC HT  -        1585.060 (meters)    5200.32  (feet)  COMP
 OV0468  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 OV0468
 OV0468  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0468
 OV0468.The horizontal coordinates were scaled from a topographic map and have
 OV0468.an estimated accuracy of +/- 6 seconds.
 OV0468
 OV0468.The orthometric height was determined by differential leveling
 OV0468.and adjusted by the National Geodetic Survey in 1992..
 OV0468.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0468.rate of 0.0 thru 1.0 mm/km.
 OV0468
 OV0468.The geoid height was determined by GEOID03.
 OV0468
 OV0468.The dynamic height is computed by dividing the NAVD 88
 OV0468.geopotential number by the normal gravity value computed on the
 OV0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0468.degrees latitude (g = 980.6199 gals.).
 OV0468
 OV0468.The modeled gravity was interpolated from observed gravity values.
 OV0468
 OV0468;                    North         East    Units  Estimated Accuracy
 OV0468;SPC WYEC     -   416,570.      450,830.      MT  (+/- 180 meters Scaled)
 OV0468
 OV0468                          SUPERSEDED SURVEY CONTROL
 OV0468
 OV0468.No superseded survey control is available for this station.
 OV0468
 OV0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ617009(NAD 83)
 OV0468_MARKER: DB = BENCH MARK DISK
 OV0468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0468_SP_SET: COPPER-CLAD STEEL ROD
 OV0468_STAMPING: 33 ARD 1968
 OV0468_MARK LOGO: USGS  
 OV0468_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0468+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0468
 OV0468  HISTORY     - Date     Condition        Report By
 OV0468  HISTORY     - 1968     MONUMENTED       USGS
 OV0468
 OV0468                          STATION DESCRIPTION
 OV0468
 OV0468'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0468'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0468'26.6 MILES GENERALLY NORTH ALONG COUNTY ROAD TO LIVESTOCK CORRALS
 OV0468'NEAR THE JUNCTION OF LONE BEAR ROAD AND 33 MILE STOCK TRAIL, 260 FEET
 OV0468'NORTHEAST OF AND 4.6 FEET LOWER THAN THE CENTERLINE OF THE ROAD, 2
 OV0468'FEET SOUTH OF A FENCE CORNER AND WITNESS SIGN, SET IN A COPPER-CLAD
 OV0468'STEEL ROD PROJECTING .02 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0100 ***********************************************************************
 NR0100  DESIGNATION -  33 HA
 NR0100  PID         -  NR0100
 NR0100  STATE/COUNTY-  WY/CARBON
 NR0100  USGS QUAD   -  SQUAW SPRING (1992)
 NR0100
 NR0100                         *CURRENT SURVEY CONTROL
 NR0100  ___________________________________________________________________
 NR0100* NAD 83(1986)-  42 23 18.     (N)    106 06 32.     (W)     SCALED    
 NR0100* NAVD 88     -      2197.657  (meters)    7210.15   (feet)  ADJUSTED  
 NR0100  ___________________________________________________________________
 NR0100  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 NR0100  DYNAMIC HT  -        2195.986 (meters)    7204.66  (feet)  COMP
 NR0100  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 NR0100
 NR0100  VERT ORDER  -  SECOND    CLASS 0
 NR0100
 NR0100.The horizontal coordinates were scaled from a topographic map and have
 NR0100.an estimated accuracy of +/- 6 seconds.
 NR0100
 NR0100.The orthometric height was determined by differential leveling
 NR0100.and adjusted by the National Geodetic Survey in June 1991..
 NR0100
 NR0100.The geoid height was determined by GEOID03.
 NR0100
 NR0100.The dynamic height is computed by dividing the NAVD 88
 NR0100.geopotential number by the normal gravity value computed on the
 NR0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0100.degrees latitude (g = 980.6199 gals.).
 NR0100
 NR0100.The modeled gravity was interpolated from observed gravity values.
 NR0100
 NR0100;                    North         East    Units  Estimated Accuracy
 NR0100;SPC WYEC     -   310,440.      500,820.      MT  (+/- 180 meters Scaled)
 NR0100
 NR0100                          SUPERSEDED SURVEY CONTROL
 NR0100
 NR0100  NGVD 29 (??/??/92) 2196.619  (m)         7206.74   (f) ADJ UNCH    2 0
 NR0100
 NR0100.Superseded values are not recommended for survey control.
 NR0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0100.See file dsdata.txt to determine how the superseded data were derived.
 NR0100
 NR0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG087934(NAD 83)
 NR0100_MARKER: DD = SURVEY DISK
 NR0100_SETTING: 66 = SET IN ROCK OUTCROP
 NR0100_SP_SET: ROCK OUTCROP
 NR0100_STAMPING: 33 HA 1948
 NR0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0100+STABILITY: POSITION/ELEVATION WELL
 NR0100
 NR0100  HISTORY     - Date     Condition        Report By
 NR0100  HISTORY     - 1948     MONUMENTED       USGS
 NR0100  HISTORY     - 1959     GOOD             NGS
 NR0100
 NR0100                          STATION DESCRIPTION
 NR0100
 NR0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0100'38.85 MI N FROM MEDICINE BOW.
 NR0100'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0100'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0100'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0100'ABOUT 19.75 MILES NORTHEAST ALONG A DIRT ROAD, 71 FEET SOUTHWEST OF
 NR0100'THE CENTER LINE OF THE ROAD, IN SECTION 19, R 77 W, T 28 N, IN THE TOP
 NR0100'OF A ROCK OUTCROP, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1109 ***********************************************************************
 PY1109  DESIGNATION -  33 MDC
 PY1109  PID         -  PY1109
 PY1109  STATE/COUNTY-  WY/PARK
 PY1109  USGS QUAD   -  LAKE BUTTE (1986)
 PY1109
 PY1109                         *CURRENT SURVEY CONTROL
 PY1109  ___________________________________________________________________
 PY1109* NAD 83(1986)-  44 33 30.     (N)    110 18 27.     (W)     SCALED    
 PY1109* NAVD 88     -      2383.298  (meters)    7819.20   (feet)  POSTED    
 PY1109  ___________________________________________________________________
 PY1109  GEOID HEIGHT-          -8.38  (meters)                     GEOID03
 PY1109  DYNAMIC HT  -        2381.710 (meters)    7813.99  (feet)  COMP
 PY1109  MODELED GRAV-     979,864.5   (mgal)                       NAVD 88
 PY1109
 PY1109  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY1109
 PY1109.The horizontal coordinates were scaled from a topographic map and have
 PY1109.an estimated accuracy of +/- 6 seconds.
 PY1109
 PY1109.The orthometric height was determined by differential leveling
 PY1109.and adjusted by the National Geodetic Survey in 1992..
 PY1109.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY1109.rate of 4.1 thru 8.0 mm/km.
 PY1109
 PY1109.The geoid height was determined by GEOID03.
 PY1109
 PY1109.The dynamic height is computed by dividing the NAVD 88
 PY1109.geopotential number by the normal gravity value computed on the
 PY1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1109.degrees latitude (g = 980.6199 gals.).
 PY1109
 PY1109.The modeled gravity was interpolated from observed gravity values.
 PY1109
 PY1109;                    North         East    Units  Estimated Accuracy
 PY1109;SPC WYWC     -   451,970.      476,260.      MT  (+/- 180 meters Scaled)
 PY1109
 PY1109                          SUPERSEDED SURVEY CONTROL
 PY1109
 PY1109.No superseded survey control is available for this station.
 PY1109
 PY1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ549341(NAD 83)
 PY1109_MARKER: DB = BENCH MARK DISK
 PY1109_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 PY1109_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 PY1109_STAMPING: 33 MDC 1976 7814
 PY1109_MARK LOGO: USGS  
 PY1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1109
 PY1109  HISTORY     - Date     Condition        Report By
 PY1109  HISTORY     - 1976     MONUMENTED       USGS
 PY1109
 PY1109                          STATION DESCRIPTION
 PY1109
 PY1109'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PY1109'6.4 KM (4.00 MI) EAST FROM LAKE JUCTION WY.
 PY1109'LAKE JCT., 3.2 MI E. OF ALONG HWY.  TOWARD EAST ENTRANCE FROM T-RD.
 PY1109'INTERSECTION AT LAKE JCT., THENCE 0.75 MI E. ALONG TRACK RD.
 PY1109'THROUGH LOCKED GATE, AT TRAILHEAD FOR TRAIL NE., 26 FT DUE S. OF
 PY1109'POINT WHERE TRAIL ADJOINS CENTERLINE OF TRACK RD., 3 FT NW.  OF TREE
 PY1109'WITH WITNESS SIGN, ABOUT LEVEL WITH RD.  BED, SET ON 5/8-INCH
 PY1109'COPPER-COATED ROD ENCASED IN 6-INCH DRAINPIPE, STANDARD TABLET
 PY1109'STAMPED 33 MDC 1976 7814
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0585 ***********************************************************************
 PV0585  DESIGNATION -  33 RGB
 PV0585  PID         -  PV0585
 PV0585  STATE/COUNTY-  WY/CAMPBELL
 PV0585  USGS QUAD   -  COON TRACK CREEK (1971)
 PV0585
 PV0585                         *CURRENT SURVEY CONTROL
 PV0585  ___________________________________________________________________
 PV0585* NAD 83(1986)-  44 07 40.     (N)    105 09 00.     (W)     SCALED    
 PV0585* NAVD 88     -      1317.778  (meters)    4323.41   (feet)  POSTED    
 PV0585  ___________________________________________________________________
 PV0585  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 PV0585  DYNAMIC HT  -        1317.210 (meters)    4321.55  (feet)  COMP
 PV0585  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 PV0585
 PV0585  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0585
 PV0585.The horizontal coordinates were scaled from a topographic map and have
 PV0585.an estimated accuracy of +/- 6 seconds.
 PV0585
 PV0585.The orthometric height was determined by differential leveling
 PV0585.and adjusted by the National Geodetic Survey in 1992..
 PV0585.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0585.rate of 0.0 thru 1.0 mm/km.
 PV0585
 PV0585.The geoid height was determined by GEOID03.
 PV0585
 PV0585.The dynamic height is computed by dividing the NAVD 88
 PV0585.geopotential number by the normal gravity value computed on the
 PV0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0585.degrees latitude (g = 980.6199 gals.).
 PV0585
 PV0585.The modeled gravity was interpolated from observed gravity values.
 PV0585
 PV0585;                    North         East    Units  Estimated Accuracy
 PV0585;SPC WY E     -   402,950.      201,330.      MT  (+/- 180 meters Scaled)
 PV0585
 PV0585                          SUPERSEDED SURVEY CONTROL
 PV0585
 PV0585  NGVD 29 (??/??/92) 1317.04   (m)         4321.0    (f) COMPUTED    3 0
 PV0585
 PV0585.Superseded values are not recommended for survey control.
 PV0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0585.See file dsdata.txt to determine how the superseded data were derived.
 PV0585
 PV0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ880860(NAD 83)
 PV0585_MARKER: DB = BENCH MARK DISK
 PV0585_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0585_SP_SET: COPPER-CLAD STEEL ROD
 PV0585_STAMPING: 33 RGB 1971
 PV0585_MARK LOGO: USGS  
 PV0585_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0585+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0585
 PV0585  HISTORY     - Date     Condition        Report By
 PV0585  HISTORY     - 1971     MONUMENTED       USGS
 PV0585  HISTORY     - 20000609 POOR             USGS
 PV0585
 PV0585                          STATION DESCRIPTION
 PV0585
 PV0585'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0585'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 PV0585'14/16, THENCE 11.1 MILES SOUTHEAST TO A CATTLEGUARD AND FENCE, 58
 PV0585'FEET SOUTH AND 2 FEET EAST OF THE CENTERLINE OF THE ROAD AT FENCE, 2
 PV0585'FEET EAST OF A WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD AND FLUSH
 PV0585'WITH THE GROUND.
 PV0585
 PV0585                          STATION RECOVERY (2000)
 PV0585
 PV0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0585'MARK FOUND IN POOR CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0734 ***********************************************************************
 NQ0734  DESIGNATION -  33 SJS
 NQ0734  PID         -  NQ0734
 NQ0734  STATE/COUNTY-  WY/CONVERSE
 NQ0734  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0734
 NQ0734                         *CURRENT SURVEY CONTROL
 NQ0734  ___________________________________________________________________
 NQ0734* NAD 83(1986)-  42 54 00.     (N)    104 58 31.     (W)     SCALED    
 NQ0734* NAVD 88     -      1493.765  (meters)    4900.79   (feet)  ADJUSTED  
 NQ0734  ___________________________________________________________________
 NQ0734  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 NQ0734  DYNAMIC HT  -        1492.899 (meters)    4897.95  (feet)  COMP
 NQ0734  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 NQ0734
 NQ0734  VERT ORDER  -  THIRD
 NQ0734
 NQ0734.The horizontal coordinates were scaled from a topographic map and have
 NQ0734.an estimated accuracy of +/- 6 seconds.
 NQ0734
 NQ0734.The orthometric height was determined by differential leveling
 NQ0734.and adjusted by the National Geodetic Survey in December 1993..
 NQ0734
 NQ0734.The geoid height was determined by GEOID03.
 NQ0734
 NQ0734.The dynamic height is computed by dividing the NAVD 88
 NQ0734.geopotential number by the normal gravity value computed on the
 NQ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0734.degrees latitude (g = 980.6199 gals.).
 NQ0734
 NQ0734.The modeled gravity was interpolated from observed gravity values.
 NQ0734
 NQ0734;                    North         East    Units  Estimated Accuracy
 NQ0734;SPC WY E     -   266,560.      215,630.      MT  (+/- 180 meters Scaled)
 NQ0734
 NQ0734                          SUPERSEDED SURVEY CONTROL
 NQ0734
 NQ0734.No superseded survey control is available for this station.
 NQ0734
 NQ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH020497(NAD 83)
 NQ0734_MARKER: DB = BENCH MARK DISK
 NQ0734_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0734+WITH SETTING: INFORMATION.
 NQ0734_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0734_STAMPING: 33 SJS
 NQ0734_MARK LOGO: USGS  
 NQ0734_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0734
 NQ0734  HISTORY     - Date     Condition        Report By
 NQ0734  HISTORY     - 1970     MONUMENTED       USGS
 NQ0734
 NQ0734                          STATION DESCRIPTION
 NQ0734
 NQ0734'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0734'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 10.6 MILES (17.1 KM)
 NQ0734'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, NEAR THE
 NQ0734'NORTHWEST CORNER OF S.25, T.34 N., R.68 W., 25 FEET (7.6 M) WEST OF A
 NQ0734'CATTLEGUARD AT A DIM ROAD FORK SOUTHWEST, 1 FOOT (0.3 M) EAST AND 1
 NQ0734'FOOT (0.3 M) SOUTH OF A FENCE CORNER, ENCASED IN A 6-INCH WHITE
 NQ0734'PLASTIC PIPE PROJECTING 0.2 FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1284 ***********************************************************************
 MO1284  DESIGNATION -  34
 MO1284  PID         -  MO1284
 MO1284  STATE/COUNTY-  WY/ALBANY
 MO1284  USGS QUAD   -  ALSOP LAKE (1978)
 MO1284
 MO1284                         *CURRENT SURVEY CONTROL
 MO1284  ___________________________________________________________________
 MO1284* NAD 83(1993)-  41 26 19.86890(N)    105 47 21.48653(W)     ADJUSTED  
 MO1284* NAVD 88     -      2186.26   (+/-2cm)    7172.8    (feet)  VERTCON   
 MO1284  ___________________________________________________________________
 MO1284  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 MO1284  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 MO1284
 MO1284  HORZ ORDER  -  SECOND
 MO1284  VERT ORDER  -  THIRD ? (See Below)
 MO1284
 MO1284.The horizontal coordinates were established by classical geodetic methods
 MO1284.and adjusted by the National Geodetic Survey in January 1997..
 MO1284
 MO1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1284.The vertical order pertains to the NGVD 29 superseded value.
 MO1284
 MO1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1284
 MO1284.The geoid height was determined by GEOID03.
 MO1284
 MO1284;                    North         East     Units Scale Factor Converg.
 MO1284;SPC WY E     -   104,443.285   147,966.602   MT  0.99997081   -0 24 43.5
 MO1284;UTM  13      - 4,587,776.313   434,060.492   MT  0.99965351   -0 31 20.6
 MO1284
 MO1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1284!SPC WY E     -   0.99965901  x   0.99997081  =   0.99962983
 MO1284!UTM  13      -   0.99965901  x   0.99965351  =   0.99931263
 MO1284
 MO1284                          SUPERSEDED SURVEY CONTROL
 MO1284
 MO1284  NAD 83(1986)-  41 26 19.85454(N)    105 47 21.48828(W) AD(       ) 2
 MO1284  NAD 27      -  41 26 19.94700(N)    105 47 19.50600(W) AD(       ) 2
 MO1284  NGVD 29 (07/19/86) 2185.18   (m)         7169.2    (f) LEVELING    3  
 MO1284
 MO1284.Superseded values are not recommended for survey control.
 MO1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1284.See file dsdata.txt to determine how the superseded data were derived.
 MO1284
 MO1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF3406087776(NAD 83)
 MO1284_MARKER: DD = SURVEY DISK
 MO1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1284_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1284+STABILITY: SURFACE MOTION
 MO1284
 MO1284  HISTORY     - Date     Condition        Report By
 MO1284  HISTORY     - 1948     MONUMENTED       WYGS
 MO1284
 MO1284                          STATION DESCRIPTION
 MO1284
 MO1284'DESCRIBED BY WYOMING GEODETIC SURVEY 1948
 MO1284'THE STATION IS LOCATED ABOUT 17 MILES AIR LINE NORTHWEST OF
 MO1284'LARAMIE ON THE SUMMIT OF A SMALL BLUFF THAT SLOPES SHARPLY TO
 MO1284'THE SOUTH.
 MO1284'
 MO1284'TO REACH THE STATION FROM LARAMIE, GO WEST ON STATE HIGHWAY
 MO1284'130, 4.5 MILES TO THE AIRPORT.  CONTINUE 2.2 MILES TO A
 MO1284'ROAD RIGHT.  TURN RIGHT, GO NORTH 6.4 MILES TO POINT WHERE
 MO1284'THE MAIN ROAD TURNS LEFT AND A DIM ROAD CONTINUES STRAIGHT
 MO1284'AHEAD.  CONTINUE STRAIGHT AHEAD NORTH 1.0 MILE TO THE AZIMUTH
 MO1284'MARK ON LEFT.  CONTINUE 2.0 MILES TO A FORK AT TOP OF RIDGE.
 MO1284'TURN RIGHT, GO EAST 0.05 MILE TO FENCE LINE AND STATION
 MO1284'CHAPPEL.  A DRIVE STATION.
 MO1284'
 MO1284'THE STATION MARK IS A U.S.C. AND G.S. AND STATE SURVEY
 MO1284'MARK SET IN THE TOP OF A 7-INCH SQUARE CONCRETE POST THAT
 MO1284'PROJECTS 1 FOOT, IS SET 18 INCHES WEST OF A FENCE AT THE SAME
 MO1284'ELEVATION AS STATION CHAPPEL.  IT IS STAMPED, 34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0469 ***********************************************************************
 OV0469  DESIGNATION -  34 ARD
 OV0469  PID         -  OV0469
 OV0469  STATE/COUNTY-  WY/NATRONA
 OV0469  USGS QUAD   -  FIFTYMILE FLAT (1976)
 OV0469
 OV0469                         *CURRENT SURVEY CONTROL
 OV0469  ___________________________________________________________________
 OV0469* NAD 83(1986)-  43 22 12.     (N)    106 42 36.     (W)     SCALED    
 OV0469* NAVD 88     -      1628.475  (meters)    5342.76   (feet)  POSTED    
 OV0469  ___________________________________________________________________
 OV0469  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 OV0469  DYNAMIC HT  -        1627.550 (meters)    5339.72  (feet)  COMP
 OV0469  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 OV0469
 OV0469  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0469
 OV0469.The horizontal coordinates were scaled from a topographic map and have
 OV0469.an estimated accuracy of +/- 6 seconds.
 OV0469
 OV0469.The orthometric height was determined by differential leveling
 OV0469.and adjusted by the National Geodetic Survey in 1992..
 OV0469.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0469.rate of 0.0 thru 1.0 mm/km.
 OV0469
 OV0469.The geoid height was determined by GEOID03.
 OV0469
 OV0469.The dynamic height is computed by dividing the NAVD 88
 OV0469.geopotential number by the normal gravity value computed on the
 OV0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0469.degrees latitude (g = 980.6199 gals.).
 OV0469
 OV0469.The modeled gravity was interpolated from observed gravity values.
 OV0469
 OV0469;                    North         East    Units  Estimated Accuracy
 OV0469;SPC WYEC     -   418,950.      450,520.      MT  (+/- 180 meters Scaled)
 OV0469
 OV0469                          SUPERSEDED SURVEY CONTROL
 OV0469
 OV0469.No superseded survey control is available for this station.
 OV0469
 OV0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ614033(NAD 83)
 OV0469_MARKER: DB = BENCH MARK DISK
 OV0469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0469_SP_SET: COPPER-CLAD STEEL ROD
 OV0469_STAMPING: 34 ARD 1968
 OV0469_MARK LOGO: USGS  
 OV0469_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0469+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0469
 OV0469  HISTORY     - Date     Condition        Report By
 OV0469  HISTORY     - 1968     MONUMENTED       USGS
 OV0469
 OV0469                          STATION DESCRIPTION
 OV0469
 OV0469'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0469'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0469'28.4 MILES GENERALLY NORTH ALONG COUNTY ROAD, (CALLED LOAN BEAR ROAD
 OV0469'NORTH OF BM 33), AT A CATTLEGUARD IN THE EAST-WEST FENCE, 303 FEET
 OV0469'NORTHWEST OF AND 21.0 FEET HIGHER THAN THE CENTERLINE OF THE ROAD AT
 OV0469'CATTLEGUARD, 12 FEET NORTHWEST OF SOUTHEAST EDGE OF A ROCK OUTCROP, 2
 OV0469'FEET EAST OF A STEEL WITNESS POST AND SIGN, SET IN A COPPER-CLAD
 OV0469'STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0102 ***********************************************************************
 NR0102  DESIGNATION -  34 HA
 NR0102  PID         -  NR0102
 NR0102  STATE/COUNTY-  WY/CARBON
 NR0102  USGS QUAD   -  SQUAW SPRING (1992)
 NR0102
 NR0102                         *CURRENT SURVEY CONTROL
 NR0102  ___________________________________________________________________
 NR0102* NAD 83(1986)-  42 24 16.     (N)    106 06 42.     (W)     SCALED    
 NR0102* NAVD 88     -      2207.259  (meters)    7241.65   (feet)  ADJUSTED  
 NR0102  ___________________________________________________________________
 NR0102  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 NR0102  DYNAMIC HT  -        2205.571 (meters)    7236.11  (feet)  COMP
 NR0102  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 NR0102
 NR0102  VERT ORDER  -  SECOND    CLASS 0
 NR0102
 NR0102.The horizontal coordinates were scaled from a topographic map and have
 NR0102.an estimated accuracy of +/- 6 seconds.
 NR0102
 NR0102.The orthometric height was determined by differential leveling
 NR0102.and adjusted by the National Geodetic Survey in June 1991..
 NR0102
 NR0102.The geoid height was determined by GEOID03.
 NR0102
 NR0102.The dynamic height is computed by dividing the NAVD 88
 NR0102.geopotential number by the normal gravity value computed on the
 NR0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0102.degrees latitude (g = 980.6199 gals.).
 NR0102
 NR0102.The modeled gravity was interpolated from observed gravity values.
 NR0102
 NR0102;                    North         East    Units  Estimated Accuracy
 NR0102;SPC WYEC     -   312,220.      500,570.      MT  (+/- 180 meters Scaled)
 NR0102
 NR0102                          SUPERSEDED SURVEY CONTROL
 NR0102
 NR0102  NGVD 29 (??/??/92) 2206.207  (m)         7238.20   (f) ADJ UNCH    2 0
 NR0102
 NR0102.Superseded values are not recommended for survey control.
 NR0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0102.See file dsdata.txt to determine how the superseded data were derived.
 NR0102
 NR0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG085952(NAD 83)
 NR0102_MARKER: DD = SURVEY DISK
 NR0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0102_STAMPING: 34 HA 1948
 NR0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0102+STABILITY: SURFACE MOTION
 NR0102
 NR0102  HISTORY     - Date     Condition        Report By
 NR0102  HISTORY     - 1948     MONUMENTED       USGS
 NR0102  HISTORY     - 1959     GOOD             NGS
 NR0102
 NR0102                          STATION DESCRIPTION
 NR0102
 NR0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0102'40.2 MI NE FROM MEDICINE BOW.
 NR0102'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0102'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0102'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0102'ABOUT 21.1 MILES NORTHEAST ALONG A DIRT ROAD, 213 FEET NORTHWEST OF
 NR0102'THE INTERSECTION OF A TRAIL ROAD, IN SECTION 7, R 77 W, T 28 N, 28
 NR0102'FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD LEADING NORTHWEST,
 NR0102'1 FOOT NORTH OF A SMALL CAIRN, ABOUT LEVEL WITH THE ROAD, AND IN THE
 NR0102'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1110 ***********************************************************************
 PY1110  DESIGNATION -  34 MDC
 PY1110  PID         -  PY1110
 PY1110  STATE/COUNTY-  WY/PARK
 PY1110  USGS QUAD   -  LAKE BUTTE (1986)
 PY1110
 PY1110                         *CURRENT SURVEY CONTROL
 PY1110  ___________________________________________________________________
 PY1110* NAD 83(1986)-  44 33 18.     (N)    110 16 15.     (W)     SCALED    
 PY1110* NAVD 88     -      2413.398  (meters)    7917.96   (feet)  POSTED    
 PY1110  ___________________________________________________________________
 PY1110  GEOID HEIGHT-          -8.27  (meters)                     GEOID03
 PY1110  DYNAMIC HT  -        2411.770 (meters)    7912.62  (feet)  COMP
 PY1110  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 PY1110
 PY1110  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY1110
 PY1110.The horizontal coordinates were scaled from a topographic map and have
 PY1110.an estimated accuracy of +/- 6 seconds.
 PY1110
 PY1110.The orthometric height was determined by differential leveling
 PY1110.and adjusted by the National Geodetic Survey in 1992..
 PY1110.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY1110.rate of 4.1 thru 8.0 mm/km.
 PY1110
 PY1110.The geoid height was determined by GEOID03.
 PY1110
 PY1110.The dynamic height is computed by dividing the NAVD 88
 PY1110.geopotential number by the normal gravity value computed on the
 PY1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1110.degrees latitude (g = 980.6199 gals.).
 PY1110
 PY1110.The modeled gravity was interpolated from observed gravity values.
 PY1110
 PY1110;                    North         East    Units  Estimated Accuracy
 PY1110;SPC WYWC     -   451,540.      479,170.      MT  (+/- 180 meters Scaled)
 PY1110
 PY1110                          SUPERSEDED SURVEY CONTROL
 PY1110
 PY1110.No superseded survey control is available for this station.
 PY1110
 PY1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ579337(NAD 83)
 PY1110_MARKER: DB = BENCH MARK DISK
 PY1110_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 PY1110_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 PY1110_STAMPING: 34 MDC 1976 7912
 PY1110_MARK LOGO: USGS  
 PY1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1110
 PY1110  HISTORY     - Date     Condition        Report By
 PY1110  HISTORY     - 1976     MONUMENTED       USGS
 PY1110
 PY1110                          STATION DESCRIPTION
 PY1110
 PY1110'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PY1110'9.6 KM (5.95 MI) EAST FROM LAKE JUCTION WY.
 PY1110'LAKE JCT., 3.2 MI E. OF ALONG HWY.  TOWARD EAST ENTRANCE FROM T-RD.
 PY1110'INTERSECTION AT LAKE JCT., THENCE 2.75 MI E. ALONG TRACK RD.
 PY1110'THROUGH LOCKED GATE, AT POINT WHERE TRACK RD.  BREAKS OUT OF TREED
 PY1110'SIDEHILL AND INTO OPEN FLAT, AT TRAILHEAD, AT CORRAL AREA WITH
 PY1110'OUTHOUSES, 165 FT DUE N. OF NORTHEAST CORNER OF CORRAL, 32 FT NE.
 PY1110'OF CENTERLINE OF RD., 1 FT SE.  OF DIRECTION MARKER SIGNPOST, SET ON
 PY1110'5/8-INCH COPPER-COATED ROD ENCASED IN 6-INCH DRAINPIPE, STANDARD
 PY1110'TABLET STAMPED 34 MDC 1976 7912
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0584 ***********************************************************************
 PV0584  DESIGNATION -  34 RGB
 PV0584  PID         -  PV0584
 PV0584  STATE/COUNTY-  WY/CAMPBELL
 PV0584  USGS QUAD   -  COON TRACK CREEK (1971)
 PV0584
 PV0584                         *CURRENT SURVEY CONTROL
 PV0584  ___________________________________________________________________
 PV0584* NAD 83(1986)-  44 08 55.     (N)    105 10 30.     (W)     SCALED    
 PV0584* NAVD 88     -      1339.319  (meters)    4394.08   (feet)  POSTED    
 PV0584  ___________________________________________________________________
 PV0584  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 PV0584  DYNAMIC HT  -        1338.740 (meters)    4392.18  (feet)  COMP
 PV0584  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 PV0584
 PV0584  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0584
 PV0584.The horizontal coordinates were scaled from a topographic map and have
 PV0584.an estimated accuracy of +/- 6 seconds.
 PV0584
 PV0584.The orthometric height was determined by differential leveling
 PV0584.and adjusted by the National Geodetic Survey in 1992..
 PV0584.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0584.rate of 0.0 thru 1.0 mm/km.
 PV0584
 PV0584.The geoid height was determined by GEOID03.
 PV0584
 PV0584.The dynamic height is computed by dividing the NAVD 88
 PV0584.geopotential number by the normal gravity value computed on the
 PV0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0584.degrees latitude (g = 980.6199 gals.).
 PV0584
 PV0584.The modeled gravity was interpolated from observed gravity values.
 PV0584
 PV0584;                    North         East    Units  Estimated Accuracy
 PV0584;SPC WY E     -   405,260.      199,330.      MT  (+/- 180 meters Scaled)
 PV0584
 PV0584                          SUPERSEDED SURVEY CONTROL
 PV0584
 PV0584  NGVD 29 (??/??/92) 1338.59   (m)         4391.7    (f) COMPUTED    3 0
 PV0584
 PV0584.Superseded values are not recommended for survey control.
 PV0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0584.See file dsdata.txt to determine how the superseded data were derived.
 PV0584
 PV0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ860883(NAD 83)
 PV0584_MARKER: DB = BENCH MARK DISK
 PV0584_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0584_SP_SET: COPPER-CLAD STEEL ROD
 PV0584_STAMPING: 34 RGB 1971
 PV0584_MARK LOGO: USGS  
 PV0584_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0584+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0584
 PV0584  HISTORY     - Date     Condition        Report By
 PV0584  HISTORY     - 1971     MONUMENTED       USGS
 PV0584  HISTORY     - 20000609 MARK NOT FOUND   USGS
 PV0584
 PV0584                          STATION DESCRIPTION
 PV0584
 PV0584'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0584'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 PV0584'14/16, THENCE 9.0 MILES SOUTH TO A CATTLEGUARD AT A Y-ROAD FORK, 35
 PV0584'FEET OF THE Y-ROAD FORK, 4 FEET EAST OF A RIGHT-OF-WAY FENCE, SET IN
 PV0584'A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
 PV0584
 PV0584                          STATION RECOVERY (2000)
 PV0584
 PV0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0584'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0735 ***********************************************************************
 NQ0735  DESIGNATION -  34 SJS
 NQ0735  PID         -  NQ0735
 NQ0735  STATE/COUNTY-  WY/CONVERSE
 NQ0735  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0735
 NQ0735                         *CURRENT SURVEY CONTROL
 NQ0735  ___________________________________________________________________
 NQ0735* NAD 83(1986)-  42 52 58.     (N)    104 58 12.     (W)     SCALED    
 NQ0735* NAVD 88     -      1520.353  (meters)    4988.02   (feet)  ADJUSTED  
 NQ0735  ___________________________________________________________________
 NQ0735  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 NQ0735  DYNAMIC HT  -        1519.469 (meters)    4985.12  (feet)  COMP
 NQ0735  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 NQ0735
 NQ0735  VERT ORDER  -  THIRD
 NQ0735
 NQ0735.The horizontal coordinates were scaled from a topographic map and have
 NQ0735.an estimated accuracy of +/- 6 seconds.
 NQ0735
 NQ0735.The orthometric height was determined by differential leveling
 NQ0735.and adjusted by the National Geodetic Survey in December 1993..
 NQ0735
 NQ0735.The geoid height was determined by GEOID03.
 NQ0735
 NQ0735.The dynamic height is computed by dividing the NAVD 88
 NQ0735.geopotential number by the normal gravity value computed on the
 NQ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0735.degrees latitude (g = 980.6199 gals.).
 NQ0735
 NQ0735.The modeled gravity was interpolated from observed gravity values.
 NQ0735
 NQ0735;                    North         East    Units  Estimated Accuracy
 NQ0735;SPC WY E     -   264,650.      216,070.      MT  (+/- 180 meters Scaled)
 NQ0735
 NQ0735                          SUPERSEDED SURVEY CONTROL
 NQ0735
 NQ0735.No superseded survey control is available for this station.
 NQ0735
 NQ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH024477(NAD 83)
 NQ0735_MARKER: DB = BENCH MARK DISK
 NQ0735_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0735+WITH SETTING: INFORMATION.
 NQ0735_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0735_STAMPING: 34 SJS 1970
 NQ0735_MARK LOGO: USGS  
 NQ0735_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0735
 NQ0735  HISTORY     - Date     Condition        Report By
 NQ0735  HISTORY     - 1970     MONUMENTED       USGS
 NQ0735
 NQ0735                          STATION DESCRIPTION
 NQ0735
 NQ0735'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0735'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 9.4 MILES (15.1 KM)
 NQ0735'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, IN THE NW 1/4
 NQ0735'OF S.36, T.34 N., R.68 W., ABOUT 500 FEET (152.4 M) NORTH OF SLUGS
 NQ0735'DRAW, 88 FEET (26.8 M) NORTHWEST ALONG THE ROAD FROM A ROAD JUNCTION
 NQ0735'WEST, 26 FEET (7.9 M) WEST OF THE CENTERLINE OF THE ROAD, ENCASED IN
 NQ0735'A 6-INCH WHITE PLASTIC PIPE PROJECTING 0.3 FOOT, AND SET ON A
 NQ0735'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0292 ***********************************************************************
 MQ0292  DESIGNATION -  340
 MQ0292  PID         -  MQ0292
 MQ0292  STATE/COUNTY-  WY/SWEETWATER
 MQ0292  USGS QUAD   -  LOMBARD BUTTES (1980)
 MQ0292
 MQ0292                         *CURRENT SURVEY CONTROL
 MQ0292  ___________________________________________________________________
 MQ0292* NAD 83(1986)-  41 45 18.     (N)    109 47 09.     (W)     SCALED    
 MQ0292* NAVD 88     -      1944.674  (meters)    6380.15   (feet)  ADJUSTED  
 MQ0292  ___________________________________________________________________
 MQ0292  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 MQ0292  DYNAMIC HT  -        1943.038 (meters)    6374.78  (feet)  COMP
 MQ0292  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 MQ0292
 MQ0292  VERT ORDER  -  SECOND    CLASS 0
 MQ0292
 MQ0292.The horizontal coordinates were scaled from a topographic map and have
 MQ0292.an estimated accuracy of +/- 6 seconds.
 MQ0292
 MQ0292.The orthometric height was determined by differential leveling
 MQ0292.and adjusted by the National Geodetic Survey in June 1991..
 MQ0292
 MQ0292.The geoid height was determined by GEOID03.
 MQ0292
 MQ0292.The dynamic height is computed by dividing the NAVD 88
 MQ0292.geopotential number by the normal gravity value computed on the
 MQ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0292.degrees latitude (g = 980.6199 gals.).
 MQ0292
 MQ0292.The modeled gravity was interpolated from observed gravity values.
 MQ0292
 MQ0292;                    North         East    Units  Estimated Accuracy
 MQ0292;SPC WYWC     -   139,890.      513,860.      MT  (+/- 180 meters Scaled)
 MQ0292
 MQ0292                          SUPERSEDED SURVEY CONTROL
 MQ0292
 MQ0292  NGVD 29 (??/??/92) 1943.395  (m)         6375.96   (f) ADJ UNCH    2 0
 MQ0292
 MQ0292.Superseded values are not recommended for survey control.
 MQ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0292.See file dsdata.txt to determine how the superseded data were derived.
 MQ0292
 MQ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM009232(NAD 83)
 MQ0292_MARKER: DD = SURVEY DISK
 MQ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0292_STAMPING: 340
 MQ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0292+STABILITY: SURFACE MOTION
 MQ0292
 MQ0292  HISTORY     - Date     Condition        Report By
 MQ0292  HISTORY     - UNK      MONUMENTED       WYGS
 MQ0292  HISTORY     - 1934     GOOD             NGS
 MQ0292
 MQ0292                          STATION DESCRIPTION
 MQ0292
 MQ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MQ0292'17.0 MI NE FROM GRANGER.
 MQ0292'ABOUT 17 MILES NORTHEAST OF GRANGER, SWEETWATER COUNTY, ALONG THE
 MQ0292'YELLOWSTONE ROAD, ABOUT 0.6 MILE NORTHWEST OF THE INTERSECTION WITH
 MQ0292'THE FARSON-GRANGER ROAD, 5 FEET NORTHEAST OF 1/4-SECTION CORNER POST,
 MQ0292'DESCRIBED BELOW, AND 4 FEET EAST OF SECTION LINE (32-33).  A STATE
 MQ0292'SURVEY STANDARD DISK, STAMPED 340 AND SET IN THE TOP OF A CONCRETE
 MQ0292'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0294 ***********************************************************************
 MQ0294  DESIGNATION -  341
 MQ0294  PID         -  MQ0294
 MQ0294  STATE/COUNTY-  WY/SWEETWATER
 MQ0294  USGS QUAD   -  LOMBARD BUTTES (1980)
 MQ0294
 MQ0294                         *CURRENT SURVEY CONTROL
 MQ0294  ___________________________________________________________________
 MQ0294* NAD 83(1986)-  41 45 06.     (N)    109 45 59.     (W)     SCALED    
 MQ0294* NAVD 88     -      1937.414  (meters)    6356.33   (feet)  ADJUSTED  
 MQ0294  ___________________________________________________________________
 MQ0294  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 MQ0294  DYNAMIC HT  -        1935.792 (meters)    6351.01  (feet)  COMP
 MQ0294  MODELED GRAV-     979,717.1   (mgal)                       NAVD 88
 MQ0294
 MQ0294  VERT ORDER  -  SECOND    CLASS 0
 MQ0294
 MQ0294.The horizontal coordinates were scaled from a topographic map and have
 MQ0294.an estimated accuracy of +/- 6 seconds.
 MQ0294
 MQ0294.The orthometric height was determined by differential leveling
 MQ0294.and adjusted by the National Geodetic Survey in June 1991..
 MQ0294
 MQ0294.The geoid height was determined by GEOID03.
 MQ0294
 MQ0294.The dynamic height is computed by dividing the NAVD 88
 MQ0294.geopotential number by the normal gravity value computed on the
 MQ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0294.degrees latitude (g = 980.6199 gals.).
 MQ0294
 MQ0294.The modeled gravity was interpolated from observed gravity values.
 MQ0294
 MQ0294;                    North         East    Units  Estimated Accuracy
 MQ0294;SPC WYWC     -   139,500.      515,470.      MT  (+/- 180 meters Scaled)
 MQ0294
 MQ0294                          SUPERSEDED SURVEY CONTROL
 MQ0294
 MQ0294  NGVD 29 (??/??/92) 1936.146  (m)         6352.17   (f) ADJ UNCH    2 0
 MQ0294
 MQ0294.Superseded values are not recommended for survey control.
 MQ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0294.See file dsdata.txt to determine how the superseded data were derived.
 MQ0294
 MQ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM025229(NAD 83)
 MQ0294_MARKER: DD = SURVEY DISK
 MQ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0294_STAMPING: 341
 MQ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0294+STABILITY: SURFACE MOTION
 MQ0294
 MQ0294  HISTORY     - Date     Condition        Report By
 MQ0294  HISTORY     - UNK      MONUMENTED       WYGS
 MQ0294  HISTORY     - 1934     GOOD             NGS
 MQ0294
 MQ0294                          STATION DESCRIPTION
 MQ0294
 MQ0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MQ0294'18.0 MI NE FROM GRANGER.
 MQ0294'ABOUT 18 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0294'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT
 MQ0294'1.5 MILES WEST OF THE STEEL BRIDGE OVER GREEN RIVER, ABOUT 0.7 MILE
 MQ0294'EAST OF THE INTERSECTION WITH THE YELLOWSTONE ROAD, AND 22 FEET SOUTH
 MQ0294'OF THE CENTER LINE OF THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED
 MQ0294'341 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0472 ***********************************************************************
 OV0472  DESIGNATION -  35 ARD
 OV0472  PID         -  OV0472
 OV0472  STATE/COUNTY-  WY/NATRONA
 OV0472  USGS QUAD   -  BROKEN HORN CREEK (1968)
 OV0472
 OV0472                         *CURRENT SURVEY CONTROL
 OV0472  ___________________________________________________________________
 OV0472* NAD 83(1986)-  43 23 33.     (N)    106 41 36.     (W)     SCALED    
 OV0472* NAVD 88     -      1570.237  (meters)    5151.69   (feet)  POSTED    
 OV0472  ___________________________________________________________________
 OV0472  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 OV0472  DYNAMIC HT  -        1569.360 (meters)    5148.81  (feet)  COMP
 OV0472  MODELED GRAV-     980,006.6   (mgal)                       NAVD 88
 OV0472
 OV0472  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0472
 OV0472.The horizontal coordinates were scaled from a topographic map and have
 OV0472.an estimated accuracy of +/- 6 seconds.
 OV0472
 OV0472.The orthometric height was determined by differential leveling
 OV0472.and adjusted by the National Geodetic Survey in 1992..
 OV0472.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0472.rate of 0.0 thru 1.0 mm/km.
 OV0472
 OV0472.The geoid height was determined by GEOID03.
 OV0472
 OV0472.The dynamic height is computed by dividing the NAVD 88
 OV0472.geopotential number by the normal gravity value computed on the
 OV0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0472.degrees latitude (g = 980.6199 gals.).
 OV0472
 OV0472.The modeled gravity was interpolated from observed gravity values.
 OV0472
 OV0472;                    North         East    Units  Estimated Accuracy
 OV0472;SPC WYEC     -   421,460.      451,850.      MT  (+/- 180 meters Scaled)
 OV0472
 OV0472                          SUPERSEDED SURVEY CONTROL
 OV0472
 OV0472.No superseded survey control is available for this station.
 OV0472
 OV0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ628057(NAD 83)
 OV0472_MARKER: DB = BENCH MARK DISK
 OV0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0472_SP_SET: COPPER-CLAD STEEL ROD
 OV0472_STAMPING: 35 ARD 1968
 OV0472_MARK LOGO: USGS  
 OV0472_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0472+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0472
 OV0472  HISTORY     - Date     Condition        Report By
 OV0472  HISTORY     - 1968     MONUMENTED       USGS
 OV0472
 OV0472                          STATION DESCRIPTION
 OV0472
 OV0472'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0472'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0472'30.3 MILES GENERALLY NORTH ALONG COUNTY ROAD, 880 FEET NORTH OF LONE
 OV0472'BEAR CREEK, ON A SMALL MOUND, 48 FEET WEST OF AND 1.0 FOOT HIGHER
 OV0472'THAN THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF A WITNESS SIGN ON A
 OV0472'STEEL POST, SET IN A COPPER-CLAD STEEL ROD PROJECTING .02 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0547 ***********************************************************************
 MP0547  DESIGNATION -  35 DHW
 MP0547  PID         -  MP0547
 MP0547  STATE/COUNTY-  WY/ALBANY
 MP0547  USGS QUAD   -  MEDICINE BOW PEAK (1992)
 MP0547
 MP0547                         *CURRENT SURVEY CONTROL
 MP0547  ___________________________________________________________________
 MP0547* NAD 83(1993)-  41 20 31.52973(N)    106 17 56.28184(W)     ADJUSTED  
 MP0547* NAVD 88     -      3307.6    (meters)   10852.     (feet)  VERTCON   
 MP0547  ___________________________________________________________________
 MP0547  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 MP0547  GEOID HEIGHT-         -10.28  (meters)                     GEOID03
 MP0547
 MP0547  HORZ ORDER  -  THIRD
 MP0547  VERT ORDER  -  THIRD ? (See Below)
 MP0547
 MP0547.The horizontal coordinates were established by classical geodetic methods
 MP0547.and adjusted by the National Geodetic Survey in January 1997..
 MP0547
 MP0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0547.The vertical order pertains to the NGVD 29 superseded value.
 MP0547
 MP0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0547
 MP0547.The geoid height was determined by GEOID03.
 MP0547
 MP0547;                    North         East     Units Scale Factor Converg.
 MP0547;SPC WY E     -    94,129.027   105,233.074   MT  1.00004799   -0 44 52.8
 MP0547;UTM  13      - 4,577,547.449   391,320.454   MT  0.99974536   -0 51 29.2
 MP0547
 MP0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0547!SPC WY E     -   0.99948307  x   1.00004799  =   0.99953103
 MP0547!UTM  13      -   0.99948307  x   0.99974536  =   0.99922856
 MP0547
 MP0547:                Primary Azimuth Mark                     Grid Az
 MP0547:SPC WY E     -  MEDICINE BOW                             323 05 49.1
 MP0547:UTM  13      -  MEDICINE BOW                             323 12 25.5
 MP0547
 MP0547|---------------------------------------------------------------------|
 MP0547| PID    Reference Object                     Distance      Geod. Az  |
 MP0547|                                                           dddmmss.s |
 MP0547| MP0546 MEDICINE BOW                        APPROX. 2.6 KM 3222056.3 |
 MP0547|---------------------------------------------------------------------|
 MP0547
 MP0547                          SUPERSEDED SURVEY CONTROL
 MP0547
 MP0547  NAD 83(1986)-  41 20 31.51729(N)    106 17 56.27742(W) AD(       ) 3
 MP0547  NAD 27      -  41 20 31.62577(N)    106 17 54.21628(W) AD(       ) 3
 MP0547  NGVD 29 (07/19/86) 3306.1    (m)        10847.     (f) LEVELING    3  
 MP0547
 MP0547.Superseded values are not recommended for survey control.
 MP0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0547.See file dsdata.txt to determine how the superseded data were derived.
 MP0547
 MP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF9132077547(NAD 83)
 MP0547
 MP0547  HISTORY     - Date     Condition        Report By
 MP0547  HISTORY     - 1959     MONUMENTED
 MP0547  HISTORY     - 1959     GOOD             USGS
 MP0547
 MP0547                          STATION DESCRIPTION
 MP0547
 MP0547'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0547'FOUND AS DESCRIBED FOR MEDICINE BOW NO. 2.
 MP0547'
 MP0547'STATION MARK--STANDARD USGS BENCH MARK TABLET, STAMPED ---35 DHW
 MP0547'1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0104 ***********************************************************************
 NR0104  DESIGNATION -  35 HA
 NR0104  PID         -  NR0104
 NR0104  STATE/COUNTY-  WY/CARBON
 NR0104  USGS QUAD   -  SQUAW SPRING (1992)
 NR0104
 NR0104                         *CURRENT SURVEY CONTROL
 NR0104  ___________________________________________________________________
 NR0104* NAD 83(1986)-  42 25 17.     (N)    106 06 15.     (W)     SCALED    
 NR0104* NAVD 88     -      2238.196  (meters)    7343.15   (feet)  ADJUSTED  
 NR0104  ___________________________________________________________________
 NR0104  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 NR0104  DYNAMIC HT  -        2236.482 (meters)    7337.52  (feet)  COMP
 NR0104  MODELED GRAV-     979,773.8   (mgal)                       NAVD 88
 NR0104
 NR0104  VERT ORDER  -  SECOND    CLASS 0
 NR0104
 NR0104.The horizontal coordinates were scaled from a topographic map and have
 NR0104.an estimated accuracy of +/- 6 seconds.
 NR0104
 NR0104.The orthometric height was determined by differential leveling
 NR0104.and adjusted by the National Geodetic Survey in June 1991..
 NR0104
 NR0104.The geoid height was determined by GEOID03.
 NR0104
 NR0104.The dynamic height is computed by dividing the NAVD 88
 NR0104.geopotential number by the normal gravity value computed on the
 NR0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0104.degrees latitude (g = 980.6199 gals.).
 NR0104
 NR0104.The modeled gravity was interpolated from observed gravity values.
 NR0104
 NR0104;                    North         East    Units  Estimated Accuracy
 NR0104;SPC WYEC     -   314,110.      501,160.      MT  (+/- 180 meters Scaled)
 NR0104
 NR0104                          SUPERSEDED SURVEY CONTROL
 NR0104
 NR0104  NGVD 29 (??/??/92) 2237.137  (m)         7339.67   (f) ADJ UNCH    2 0
 NR0104
 NR0104.Superseded values are not recommended for survey control.
 NR0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0104.See file dsdata.txt to determine how the superseded data were derived.
 NR0104
 NR0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG091971(NAD 83)
 NR0104_MARKER: DD = SURVEY DISK
 NR0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0104_STAMPING: 35 HA 1948
 NR0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0104+STABILITY: SURFACE MOTION
 NR0104
 NR0104  HISTORY     - Date     Condition        Report By
 NR0104  HISTORY     - 1948     MONUMENTED       USGS
 NR0104  HISTORY     - 1959     GOOD             NGS
 NR0104
 NR0104                          STATION DESCRIPTION
 NR0104
 NR0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0104'41.6 MI N FROM MEDICINE BOW.
 NR0104'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0104'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0104'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0104'ABOUT 22.5 MILES NORTHEAST ALONG A DIRT ROAD, 39 FEET EAST OF THE
 NR0104'CENTER LINE OF THE ROAD, IN SECTION 6, R 77 W, T 28 N, ABOUT 0.85 MILE
 NR0104'SOUTH OF THE NATRONA-CARBON COUNTY LINE, ABOUT LEVEL WITH THE ROAD,
 NR0104'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0217 ***********************************************************************
 MQ0217  DESIGNATION -  35 HJH
 MQ0217  PID         -  MQ0217
 MQ0217  STATE/COUNTY-  WY/SWEETWATER
 MQ0217  USGS QUAD   -  MINNIES GAP (1987)
 MQ0217
 MQ0217                         *CURRENT SURVEY CONTROL
 MQ0217  ___________________________________________________________________
 MQ0217* NAD 83(1986)-  41 00 24.     (N)    109 25 33.     (W)     SCALED    
 MQ0217* NAVD 88     -      1941.018  (meters)    6368.16   (feet)  ADJUSTED  
 MQ0217  ___________________________________________________________________
 MQ0217  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 MQ0217  DYNAMIC HT  -        1939.281 (meters)    6362.46  (feet)  COMP
 MQ0217  MODELED GRAV-     979,659.9   (mgal)                       NAVD 88
 MQ0217
 MQ0217  VERT ORDER  -  SECOND    CLASS 0
 MQ0217
 MQ0217.The horizontal coordinates were scaled from a topographic map and have
 MQ0217.an estimated accuracy of +/- 6 seconds.
 MQ0217
 MQ0217.The orthometric height was determined by differential leveling
 MQ0217.and adjusted by the National Geodetic Survey in June 1991..
 MQ0217
 MQ0217.The geoid height was determined by GEOID03.
 MQ0217
 MQ0217.The dynamic height is computed by dividing the NAVD 88
 MQ0217.geopotential number by the normal gravity value computed on the
 MQ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0217.degrees latitude (g = 980.6199 gals.).
 MQ0217
 MQ0217.The modeled gravity was interpolated from observed gravity values.
 MQ0217
 MQ0217;                    North         East    Units  Estimated Accuracy
 MQ0217;SPC WYWC     -    56,480.      543,150.      MT  (+/- 180 meters Scaled)
 MQ0217
 MQ0217                          SUPERSEDED SURVEY CONTROL
 MQ0217
 MQ0217  NGVD 29 (??/??/92) 1939.748  (m)         6363.99   (f) ADJ UNCH    2 0
 MQ0217
 MQ0217.Superseded values are not recommended for survey control.
 MQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0217.See file dsdata.txt to determine how the superseded data were derived.
 MQ0217
 MQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL323406(NAD 83)
 MQ0217_MARKER: DD = SURVEY DISK
 MQ0217_SETTING: 80 = SET IN A BOULDER
 MQ0217_SP_SET: BOULDER
 MQ0217_STAMPING: 35 HJH 6364 1950
 MQ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0217+STABILITY: SURFACE MOTION
 MQ0217
 MQ0217  HISTORY     - Date     Condition        Report By
 MQ0217  HISTORY     - 1950     MONUMENTED       USGS
 MQ0217  HISTORY     - 1962     GOOD             NGS
 MQ0217
 MQ0217                          STATION DESCRIPTION
 MQ0217
 MQ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 MQ0217'IN LINWOOD.
 MQ0217'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 MQ0217'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 8.85 MILES
 MQ0217'NORTHEAST ALONG CLAY BASIN ROAD, 0.05 MILE SOUTH OF A HOUSE AT MINNIES
 MQ0217'GAP, IN THE TOP OF A 6- BY 9-FOOT BOULDER WHICH PROJECTS ABOUT 1 1/2
 MQ0217'FEET ABOVE THE GROUND, 71 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MQ0217'ROAD, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 8 FEET HIGHER THAN
 MQ0217'THE ROAD, AND 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1111 ***********************************************************************
 PY1111  DESIGNATION -  35 MDC
 PY1111  PID         -  PY1111
 PY1111  STATE/COUNTY-  WY/PARK
 PY1111  USGS QUAD   -  MOUNT CHITTENDEN (1991)
 PY1111
 PY1111                         *CURRENT SURVEY CONTROL
 PY1111  ___________________________________________________________________
 PY1111* NAD 83(1986)-  44 30 36.     (N)    110 14 57.     (W)     SCALED    
 PY1111* NAVD 88     -      2494.217  (meters)    8183.11   (feet)  POSTED    
 PY1111  ___________________________________________________________________
 PY1111  GEOID HEIGHT-          -8.10  (meters)                     GEOID03
 PY1111  DYNAMIC HT  -        2492.560 (meters)    8177.67  (feet)  COMP
 PY1111  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 PY1111
 PY1111  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY1111
 PY1111.The horizontal coordinates were scaled from a topographic map and have
 PY1111.an estimated accuracy of +/- 6 seconds.
 PY1111
 PY1111.The orthometric height was determined by differential leveling
 PY1111.and adjusted by the National Geodetic Survey in 1992..
 PY1111.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY1111.rate of 4.1 thru 8.0 mm/km.
 PY1111
 PY1111.The geoid height was determined by GEOID03.
 PY1111
 PY1111.The dynamic height is computed by dividing the NAVD 88
 PY1111.geopotential number by the normal gravity value computed on the
 PY1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1111.degrees latitude (g = 980.6199 gals.).
 PY1111
 PY1111.The modeled gravity was interpolated from observed gravity values.
 PY1111
 PY1111;                    North         East    Units  Estimated Accuracy
 PY1111;SPC WYWC     -   446,510.      480,800.      MT  (+/- 180 meters Scaled)
 PY1111
 PY1111                          SUPERSEDED SURVEY CONTROL
 PY1111
 PY1111.No superseded survey control is available for this station.
 PY1111
 PY1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ596287(NAD 83)
 PY1111_MARKER: DB = BENCH MARK DISK
 PY1111_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 PY1111_SP_SET: COPPER-CLAD STEEL ROD IN SLEEV
 PY1111_STAMPING: 35 MDC 1976 8178
 PY1111_MARK LOGO: USGS  
 PY1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1111
 PY1111  HISTORY     - Date     Condition        Report By
 PY1111  HISTORY     - 1976     MONUMENTED       USGS
 PY1111
 PY1111                          STATION DESCRIPTION
 PY1111
 PY1111'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PY1111'16.6 KM (10.30 MI) EAST FROM LAKE JUCTION WY.
 PY1111'LAKE JCT., 10.3 MI E. OF ALONG HWY.  TOWARD EAST ENTRANCE FROM T-RD
 PY1111'INTERSECTION AT LAKE JCT., AT POINT WHERE OLD HWY.  PREVIOUSLY
 PY1111'ADJOINED NORTH SIDE OF HWY., HOWEVER, NOW OLD HWY.  IS BARRICADED BY
 PY1111'EARTHEN BARRIER, AT SWEEPING CURVE, AT PLACE WHERE WOODEN GUARDRAILS
 PY1111'RUN ALONG BOTH SIDES OF HWY., 18 FT N. OF CENTERLINE OF HWY., IN
 PY1111'LINE WITH EAST SIDE OF OLD HWY.  BED, 2 FT W. OF EAST END OF NORTH
 PY1111'SIDE GUARDRAIL, SET ON 5/8-INCH COPPER-COATED ROD ENCASED IN 6-INCH
 PY1111'DRAINPIPE, STANDARD TABLET STAMPED 35 MDC 1976 8178
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0583 ***********************************************************************
 PV0583  DESIGNATION -  35 RGB
 PV0583  PID         -  PV0583
 PV0583  STATE/COUNTY-  WY/CAMPBELL
 PV0583  USGS QUAD   -  COON TRACK CREEK (1971)
 PV0583
 PV0583                         *CURRENT SURVEY CONTROL
 PV0583  ___________________________________________________________________
 PV0583* NAD 83(1986)-  44 10 33.     (N)    105 10 32.     (W)     SCALED    
 PV0583* NAVD 88     -      1338.645  (meters)    4391.87   (feet)  POSTED    
 PV0583  ___________________________________________________________________
 PV0583  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 PV0583  DYNAMIC HT  -        1338.080 (meters)    4390.02  (feet)  COMP
 PV0583  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 PV0583
 PV0583  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0583
 PV0583.The horizontal coordinates were scaled from a topographic map and have
 PV0583.an estimated accuracy of +/- 6 seconds.
 PV0583
 PV0583.The orthometric height was determined by differential leveling
 PV0583.and adjusted by the National Geodetic Survey in 1992..
 PV0583.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0583.rate of 0.0 thru 1.0 mm/km.
 PV0583
 PV0583.The geoid height was determined by GEOID03.
 PV0583
 PV0583.The dynamic height is computed by dividing the NAVD 88
 PV0583.geopotential number by the normal gravity value computed on the
 PV0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0583.degrees latitude (g = 980.6199 gals.).
 PV0583
 PV0583.The modeled gravity was interpolated from observed gravity values.
 PV0583
 PV0583;                    North         East    Units  Estimated Accuracy
 PV0583;SPC WY E     -   408,290.      199,290.      MT  (+/- 180 meters Scaled)
 PV0583
 PV0583                          SUPERSEDED SURVEY CONTROL
 PV0583
 PV0583  NGVD 29 (??/??/92) 1337.93   (m)         4389.5    (f) COMPUTED    3 0
 PV0583
 PV0583.Superseded values are not recommended for survey control.
 PV0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0583.See file dsdata.txt to determine how the superseded data were derived.
 PV0583
 PV0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ859914(NAD 83)
 PV0583_MARKER: DB = BENCH MARK DISK
 PV0583_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0583_SP_SET: COPPER-CLAD STEEL ROD
 PV0583_STAMPING: 35 RGB 1971
 PV0583_MARK LOGO: USGS  
 PV0583_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0583+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0583
 PV0583  HISTORY     - Date     Condition        Report By
 PV0583  HISTORY     - 1971     MONUMENTED       USGS
 PV0583  HISTORY     - 20000609 MARK NOT FOUND   USGS
 PV0583
 PV0583                          STATION DESCRIPTION
 PV0583
 PV0583'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0583'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 PV0583'14/16, THENCE 7.1 MILES SOUTH TO A T-FENCE WEST, 39 FEET WEST OF THE
 PV0583'CENTERLINE OF THE ROAD AT T-FENCE WEST, 3 FEET WEST OF A RIGHT-OF-WAY
 PV0583'FENCE, 1 FOOT SOUTH OF THE EAST-WEST FENCE, SET IN COPPER-CLAD STEEL
 PV0583'ROD AND FLUSH WITH THE GROUND.
 PV0583
 PV0583                          STATION RECOVERY (2000)
 PV0583
 PV0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0583'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0291 ***********************************************************************
 NS0291  DESIGNATION -  35 SC
 NS0291  PID         -  NS0291
 NS0291  STATE/COUNTY-  WY/SWEETWATER
 NS0291  USGS QUAD   -  NORTH PACKSADDLE CANYON (1986)
 NS0291
 NS0291                         *CURRENT SURVEY CONTROL
 NS0291  ___________________________________________________________________
 NS0291* NAD 83(1993)-  42 10 00.58132(N)    109 03 36.69952(W)     ADJUSTED  
 NS0291* NAVD 88     -      2350.61   (+/-2cm)    7712.0    (feet)  VERTCON   
 NS0291  ___________________________________________________________________
 NS0291  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 NS0291  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 NS0291
 NS0291  HORZ ORDER  -  THIRD
 NS0291  VERT ORDER  -  THIRD ? (See Below)
 NS0291
 NS0291.The horizontal coordinates were established by classical geodetic methods
 NS0291.and adjusted by the National Geodetic Survey in January 1997..
 NS0291
 NS0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0291.The vertical order pertains to the NGVD 29 superseded value.
 NS0291
 NS0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0291
 NS0291.The geoid height was determined by GEOID03.
 NS0291
 NS0291;                    North         East     Units Scale Factor Converg.
 NS0291;SPC WYWC     -   185,153.554   574,368.992   MT  0.99994558   -0 12 29.6
 NS0291;UTM  12      - 4,670,120.426   660,232.873   MT  0.99991592   +1 18 08.8
 NS0291
 NS0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0291!SPC WYWC     -   0.99963360  x   0.99994558  =   0.99957920
 NS0291!UTM  12      -   0.99963360  x   0.99991592  =   0.99954956
 NS0291
 NS0291:                Primary Azimuth Mark                     Grid Az
 NS0291:SPC WYWC     -  FLY                                      060 27 53.4
 NS0291:UTM  12      -  FLY                                      058 57 15.0
 NS0291
 NS0291|---------------------------------------------------------------------|
 NS0291| PID    Reference Object                     Distance      Geod. Az  |
 NS0291|                                                           dddmmss.s |
 NS0291| NS0220 FLY                                 APPROX. 7.4 KM 0601523.8 |
 NS0291|---------------------------------------------------------------------|
 NS0291
 NS0291                          SUPERSEDED SURVEY CONTROL
 NS0291
 NS0291  NAD 83(1986)-  42 10 00.56529(N)    109 03 36.69555(W) AD(       ) 3
 NS0291  NAD 27      -  42 10 00.71480(N)    109 03 34.26146(W) AD(       ) 3
 NS0291  NGVD 29 (07/19/86) 2349.24   (m)         7707.5    (f) LEVELING    3  
 NS0291
 NS0291.Superseded values are not recommended for survey control.
 NS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0291.See file dsdata.txt to determine how the superseded data were derived.
 NS0291
 NS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM6023370120(NAD 83)
 NS0291_MARKER: DB = BENCH MARK DISK
 NS0291_SETTING: 0 = UNSPECIFIED SETTING
 NS0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0291
 NS0291  HISTORY     - Date     Condition        Report By
 NS0291  HISTORY     - 1957     MONUMENTED       USGS
 NS0291
 NS0291                          STATION DESCRIPTION
 NS0291
 NS0291'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NS0291'LOCATED ABOUT 15 MI. NW. OF STEAMBOAT MTN. AND ABOUT 12 MI. SW. OF
 NS0291'OREGON BUTTES ON THE HIGH POINT OF A ROUNDED HILL.  THE RD. WHICH
 NS0291'TAKES OFF THE BLAIR HAY MIDDLE RANCH AND RUNS GENERALLY E., PAST GLO
 NS0291'24, PASSES JUST S. OF STATION.
 NS0291'
 NS0291'STATION MARK - STANDARD TABLET STAMPED, ---BM 35 SC 1957, --- SET IN
 NS0291'CONCRETE POST.
 NS0291'
 NS0291'REFERENCE MARKS - REINFORCING BAR SET IN ROUND CONCRETE POST 94 FT.
 NS0291'FROM STATION MARK, N 86 DEG 31 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0736 ***********************************************************************
 NQ0736  DESIGNATION -  35 SJS
 NQ0736  PID         -  NQ0736
 NQ0736  STATE/COUNTY-  WY/CONVERSE
 NQ0736  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0736
 NQ0736                         *CURRENT SURVEY CONTROL
 NQ0736  ___________________________________________________________________
 NQ0736* NAD 83(1986)-  42 52 05.     (N)    104 57 57.     (W)     SCALED    
 NQ0736* NAVD 88     -      1530.371  (meters)    5020.89   (feet)  ADJUSTED  
 NQ0736  ___________________________________________________________________
 NQ0736  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NQ0736  DYNAMIC HT  -        1529.479 (meters)    5017.97  (feet)  COMP
 NQ0736  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 NQ0736
 NQ0736  VERT ORDER  -  THIRD
 NQ0736
 NQ0736.The horizontal coordinates were scaled from a topographic map and have
 NQ0736.an estimated accuracy of +/- 6 seconds.
 NQ0736
 NQ0736.The orthometric height was determined by differential leveling
 NQ0736.and adjusted by the National Geodetic Survey in December 1993..
 NQ0736
 NQ0736.The geoid height was determined by GEOID03.
 NQ0736
 NQ0736.The dynamic height is computed by dividing the NAVD 88
 NQ0736.geopotential number by the normal gravity value computed on the
 NQ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0736.degrees latitude (g = 980.6199 gals.).
 NQ0736
 NQ0736.The modeled gravity was interpolated from observed gravity values.
 NQ0736
 NQ0736;                    North         East    Units  Estimated Accuracy
 NQ0736;SPC WY E     -   263,020.      216,410.      MT  (+/- 180 meters Scaled)
 NQ0736
 NQ0736                          SUPERSEDED SURVEY CONTROL
 NQ0736
 NQ0736.No superseded survey control is available for this station.
 NQ0736
 NQ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH027461(NAD 83)
 NQ0736_MARKER: DB = BENCH MARK DISK
 NQ0736_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0736+WITH SETTING: INFORMATION.
 NQ0736_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0736_STAMPING: 35 SJS 1970
 NQ0736_MARK LOGO: USGS  
 NQ0736_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0736
 NQ0736  HISTORY     - Date     Condition        Report By
 NQ0736  HISTORY     - 1970     MONUMENTED       USGS
 NQ0736
 NQ0736                          STATION DESCRIPTION
 NQ0736
 NQ0736'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0736'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 8.3 MILES (13.4 KM)
 NQ0736'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, IN THE NE 1/4
 NQ0736'OF S.1, T.33 N., R.67 W., 38 FEET (11.6 M) WEST AND 7 FEET (2.1 M)
 NQ0736'SOUTH OF A ROAD JUNCTION EAST, LEVEL WITH THE ROAD JUNCTION, ENCASED
 NQ0736'IN A 6-INCH WHITE PLASTIC PIPE, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0473 ***********************************************************************
 OV0473  DESIGNATION -  36 ARD
 OV0473  PID         -  OV0473
 OV0473  STATE/COUNTY-  WY/NATRONA
 OV0473  USGS QUAD   -  BROKEN HORN CREEK (1968)
 OV0473
 OV0473                         *CURRENT SURVEY CONTROL
 OV0473  ___________________________________________________________________
 OV0473* NAD 83(1986)-  43 24 17.     (N)    106 41 05.     (W)     SCALED    
 OV0473* NAVD 88     -      1595.821  (meters)    5235.62   (feet)  POSTED    
 OV0473  ___________________________________________________________________
 OV0473  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 OV0473  DYNAMIC HT  -        1594.940 (meters)    5232.73  (feet)  COMP
 OV0473  MODELED GRAV-     980,012.0   (mgal)                       NAVD 88
 OV0473
 OV0473  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0473
 OV0473.The horizontal coordinates were scaled from a topographic map and have
 OV0473.an estimated accuracy of +/- 6 seconds.
 OV0473
 OV0473.The orthometric height was determined by differential leveling
 OV0473.and adjusted by the National Geodetic Survey in 1992..
 OV0473.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0473.rate of 0.0 thru 1.0 mm/km.
 OV0473
 OV0473.The geoid height was determined by GEOID03.
 OV0473
 OV0473.The dynamic height is computed by dividing the NAVD 88
 OV0473.geopotential number by the normal gravity value computed on the
 OV0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0473.degrees latitude (g = 980.6199 gals.).
 OV0473
 OV0473.The modeled gravity was interpolated from observed gravity values.
 OV0473
 OV0473;                    North         East    Units  Estimated Accuracy
 OV0473;SPC WYEC     -   422,820.      452,540.      MT  (+/- 180 meters Scaled)
 OV0473
 OV0473                          SUPERSEDED SURVEY CONTROL
 OV0473
 OV0473.No superseded survey control is available for this station.
 OV0473
 OV0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ635071(NAD 83)
 OV0473_MARKER: DB = BENCH MARK DISK
 OV0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0473_SP_SET: COPPER-CLAD STEEL ROD
 OV0473_STAMPING: 36 ARD 1968
 OV0473_MARK LOGO: USGS  
 OV0473_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0473+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0473
 OV0473  HISTORY     - Date     Condition        Report By
 OV0473  HISTORY     - 1968     MONUMENTED       USGS
 OV0473
 OV0473                          STATION DESCRIPTION
 OV0473
 OV0473'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0473'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0473'31.3 MILES GENERALLY NORTH ALONG COUNTY ROAD (33 MILE ROAD), AT THE
 OV0473'TOP OF A LONG GRADE FROM THE NORTH, 145 FEET NORTHEAST OF AND 1.5
 OV0473'FEET LOWER THAN A CATTLEGUARD, 57 FEET WEST OF THE ROAD, 1 FOOT EAST
 OV0473'OF THE FENCE AND WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD
 OV0473'PROJECTING .01 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0105 ***********************************************************************
 NR0105  DESIGNATION -  36 HA
 NR0105  PID         -  NR0105
 NR0105  STATE/COUNTY-  WY/NATRONA
 NR0105  USGS QUAD   -  SQUAW SPRING (1992)
 NR0105
 NR0105                         *CURRENT SURVEY CONTROL
 NR0105  ___________________________________________________________________
 NR0105* NAD 83(1986)-  42 26 00.     (N)    106 06 04.     (W)     SCALED    
 NR0105* NAVD 88     -      2265.078  (meters)    7431.34   (feet)  ADJUSTED  
 NR0105  ___________________________________________________________________
 NR0105  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 NR0105  DYNAMIC HT  -        2263.334 (meters)    7425.62  (feet)  COMP
 NR0105  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 NR0105
 NR0105  VERT ORDER  -  SECOND    CLASS 0
 NR0105
 NR0105.The horizontal coordinates were scaled from a topographic map and have
 NR0105.an estimated accuracy of +/- 6 seconds.
 NR0105
 NR0105.The orthometric height was determined by differential leveling
 NR0105.and adjusted by the National Geodetic Survey in June 1991..
 NR0105
 NR0105.The geoid height was determined by GEOID03.
 NR0105
 NR0105.The dynamic height is computed by dividing the NAVD 88
 NR0105.geopotential number by the normal gravity value computed on the
 NR0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0105.degrees latitude (g = 980.6199 gals.).
 NR0105
 NR0105.The modeled gravity was interpolated from observed gravity values.
 NR0105
 NR0105;                    North         East    Units  Estimated Accuracy
 NR0105;SPC WYEC     -   315,440.      501,390.      MT  (+/- 180 meters Scaled)
 NR0105
 NR0105                          SUPERSEDED SURVEY CONTROL
 NR0105
 NR0105  NGVD 29 (??/??/92) 2264.003  (m)         7427.82   (f) ADJ UNCH    2 0
 NR0105
 NR0105.Superseded values are not recommended for survey control.
 NR0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0105.See file dsdata.txt to determine how the superseded data were derived.
 NR0105
 NR0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG094984(NAD 83)
 NR0105_MARKER: DD = SURVEY DISK
 NR0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0105_STAMPING: 36 HA 1948
 NR0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0105+STABILITY: SURFACE MOTION
 NR0105
 NR0105  HISTORY     - Date     Condition        Report By
 NR0105  HISTORY     - 1948     MONUMENTED       USGS
 NR0105  HISTORY     - 1959     GOOD             NGS
 NR0105
 NR0105                          STATION DESCRIPTION
 NR0105
 NR0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0105'42.45 MI N FROM MEDICINE BOW.
 NR0105'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0105'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0105'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0105'ABOUT 23.35 MILES NORTHEAST ALONG A DIRT ROAD, 47 FEET EAST OF THE
 NR0105'CENTER LINE OF THE ROAD, IN SECTION 32, R 77 W, T 29 N, 47 FEET EAST
 NR0105'OF THE CENTER LINE OF A CATTLE GUARD, 2 FEET NORTH OF A FENCE, ABOUT
 NR0105'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 NR0105'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0894 ***********************************************************************
 PY0894  DESIGNATION -  36 MDC
 PY0894  PID         -  PY0894
 PY0894  STATE/COUNTY-  WY/PARK
 PY0894  USGS QUAD   -  MOUNT CHITTENDEN (1991)
 PY0894
 PY0894                         *CURRENT SURVEY CONTROL
 PY0894  ___________________________________________________________________
 PY0894* NAD 83(1986)-  44 30 07.     (N)    110 13 43.     (W)     SCALED    
 PY0894* NAVD 88     -      2547.231  (meters)    8357.04   (feet)  ADJUSTED  
 PY0894  ___________________________________________________________________
 PY0894  GEOID HEIGHT-          -8.01  (meters)                     GEOID03
 PY0894  DYNAMIC HT  -        2545.533 (meters)    8351.47  (feet)  COMP
 PY0894  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 PY0894
 PY0894  VERT ORDER  -  FIRST     CLASS II
 PY0894
 PY0894.The horizontal coordinates were scaled from a topographic map and have
 PY0894.an estimated accuracy of +/- 6 seconds.
 PY0894
 PY0894.The orthometric height was determined by differential leveling
 PY0894.and adjusted by the National Geodetic Survey in June 1991..
 PY0894
 PY0894.The geoid height was determined by GEOID03.
 PY0894
 PY0894.The dynamic height is computed by dividing the NAVD 88
 PY0894.geopotential number by the normal gravity value computed on the
 PY0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0894.degrees latitude (g = 980.6199 gals.).
 PY0894
 PY0894.The modeled gravity was interpolated from observed gravity values.
 PY0894
 PY0894;                    North         East    Units  Estimated Accuracy
 PY0894;SPC WYWC     -   445,580.      482,420.      MT  (+/- 180 meters Scaled)
 PY0894
 PY0894                          SUPERSEDED SURVEY CONTROL
 PY0894
 PY0894  NGVD 29 (08/20/92) 2545.899  (m)         8352.67   (f) ADJUSTED    1 2
 PY0894
 PY0894.Superseded values are not recommended for survey control.
 PY0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0894.See file dsdata.txt to determine how the superseded data were derived.
 PY0894
 PY0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ613279(NAD 83)
 PY0894_MARKER: DB = BENCH MARK DISK
 PY0894_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0894_SP_SET: COPPER-CLAD STEEL ROD
 PY0894_STAMPING: 36 MDC 1976 8352
 PY0894_MARK LOGO: USGS  
 PY0894_PROJECTION: FLUSH
 PY0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0894_ROD/PIPE-DEPTH: 1.5  meters
 PY0894
 PY0894  HISTORY     - Date     Condition        Report By
 PY0894  HISTORY     - 1976     MONUMENTED       USGS
 PY0894  HISTORY     - 1987     GOOD             NGS
 PY0894  HISTORY     - 1988     GOOD             USGS
 PY0894
 PY0894                          STATION DESCRIPTION
 PY0894
 PY0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0894'18.1 KM (11.25 MI) SE FROM LAKE JUNCTION.
 PY0894'18.1 KM (11.25 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0894'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, NEAR THE
 PY0894'CENTER OF THE SOUTH SIDE OF A SMALL DIRT PARKING AREA, AND 17.4 M
 PY0894'(57.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0894'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 PY0894
 PY0894                          STATION RECOVERY (1988)
 PY0894
 PY0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0582 ***********************************************************************
 PV0582  DESIGNATION -  36 RGB
 PV0582  PID         -  PV0582
 PV0582  STATE/COUNTY-  WY/CAMPBELL
 PV0582  USGS QUAD   -  COON TRACK CREEK (1971)
 PV0582
 PV0582                         *CURRENT SURVEY CONTROL
 PV0582  ___________________________________________________________________
 PV0582* NAD 83(1986)-  44 12 18.     (N)    105 10 31.     (W)     SCALED    
 PV0582* NAVD 88     -      1326.794  (meters)    4352.99   (feet)  POSTED    
 PV0582  ___________________________________________________________________
 PV0582  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 PV0582  DYNAMIC HT  -        1326.230 (meters)    4351.14  (feet)  COMP
 PV0582  MODELED GRAV-     980,149.3   (mgal)                       NAVD 88
 PV0582
 PV0582  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0582
 PV0582.The horizontal coordinates were scaled from a topographic map and have
 PV0582.an estimated accuracy of +/- 6 seconds.
 PV0582
 PV0582.The orthometric height was determined by differential leveling
 PV0582.and adjusted by the National Geodetic Survey in 1992..
 PV0582.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0582.rate of 0.0 thru 1.0 mm/km.
 PV0582
 PV0582.The geoid height was determined by GEOID03.
 PV0582
 PV0582.The dynamic height is computed by dividing the NAVD 88
 PV0582.geopotential number by the normal gravity value computed on the
 PV0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0582.degrees latitude (g = 980.6199 gals.).
 PV0582
 PV0582.The modeled gravity was interpolated from observed gravity values.
 PV0582
 PV0582;                    North         East    Units  Estimated Accuracy
 PV0582;SPC WY E     -   411,530.      199,310.      MT  (+/- 180 meters Scaled)
 PV0582
 PV0582                          SUPERSEDED SURVEY CONTROL
 PV0582
 PV0582  NGVD 29 (??/??/92) 1326.10   (m)         4350.7    (f) COMPUTED    3 0
 PV0582
 PV0582.Superseded values are not recommended for survey control.
 PV0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0582.See file dsdata.txt to determine how the superseded data were derived.
 PV0582
 PV0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ859946(NAD 83)
 PV0582_MARKER: DB = BENCH MARK DISK
 PV0582_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0582_SP_SET: COPPER-CLAD STEEL ROD
 PV0582_STAMPING: 36 RGB 1971
 PV0582_MARK LOGO: USGS  
 PV0582_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0582+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0582
 PV0582  HISTORY     - Date     Condition        Report By
 PV0582  HISTORY     - 1971     MONUMENTED       USGS
 PV0582  HISTORY     - 20000609 MARK NOT FOUND   USGS
 PV0582
 PV0582                          STATION DESCRIPTION
 PV0582
 PV0582'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0582'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 PV0582'14/16, THENCE 5.1 MILES SOUTH, 65 FEET WEST OF CENTERLINE OF THE
 PV0582'ROAD, 29 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF
 PV0582'EAST-WEST FENCE, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 PV0582'GROUND.
 PV0582
 PV0582                          STATION RECOVERY (2000)
 PV0582
 PV0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0582'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0738 ***********************************************************************
 NQ0738  DESIGNATION -  36 SJS
 NQ0738  PID         -  NQ0738
 NQ0738  STATE/COUNTY-  WY/CONVERSE
 NQ0738  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0738
 NQ0738                         *CURRENT SURVEY CONTROL
 NQ0738  ___________________________________________________________________
 NQ0738* NAD 83(1986)-  42 51 34.     (N)    104 57 31.     (W)     SCALED    
 NQ0738* NAVD 88     -      1537.746  (meters)    5045.09   (feet)  ADJUSTED  
 NQ0738  ___________________________________________________________________
 NQ0738  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 NQ0738  DYNAMIC HT  -        1536.848 (meters)    5042.14  (feet)  COMP
 NQ0738  MODELED GRAV-     979,981.8   (mgal)                       NAVD 88
 NQ0738
 NQ0738  VERT ORDER  -  THIRD
 NQ0738
 NQ0738.The horizontal coordinates were scaled from a topographic map and have
 NQ0738.an estimated accuracy of +/- 6 seconds.
 NQ0738
 NQ0738.The orthometric height was determined by differential leveling
 NQ0738.and adjusted by the National Geodetic Survey in December 1993..
 NQ0738
 NQ0738.The geoid height was determined by GEOID03.
 NQ0738
 NQ0738.The dynamic height is computed by dividing the NAVD 88
 NQ0738.geopotential number by the normal gravity value computed on the
 NQ0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0738.degrees latitude (g = 980.6199 gals.).
 NQ0738
 NQ0738.The modeled gravity was interpolated from observed gravity values.
 NQ0738
 NQ0738;                    North         East    Units  Estimated Accuracy
 NQ0738;SPC WY E     -   262,060.      217,000.      MT  (+/- 180 meters Scaled)
 NQ0738
 NQ0738                          SUPERSEDED SURVEY CONTROL
 NQ0738
 NQ0738.No superseded survey control is available for this station.
 NQ0738
 NQ0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH033452(NAD 83)
 NQ0738_MARKER: DB = BENCH MARK DISK
 NQ0738_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0738+WITH SETTING: INFORMATION.
 NQ0738_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0738_STAMPING: 36 SJS 1970
 NQ0738_MARK LOGO: USGS  
 NQ0738_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0738
 NQ0738  HISTORY     - Date     Condition        Report By
 NQ0738  HISTORY     - 1970     MONUMENTED       USGS
 NQ0738
 NQ0738                          STATION DESCRIPTION
 NQ0738
 NQ0738'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0738'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 9.6 MILES (15.4 KM)
 NQ0738'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, ABOUT 0.2 MILE
 NQ0738'(0.3 KM) NORTH OF THE SOUTHWEST CORNER OF S.6, T.33 N., R.67 W., 126
 NQ0738'FEET (38.4 M) NORTHWEST ALONG THE ROAD FROM A ROAD FORK NORTHEAST, 43
 NQ0738'FEET (13.1 M) WEST OF A CATTLEGUARD, 1 FOOT (0.3 M) SOUTH OF A FENCE,
 NQ0738'ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND SET ON A COPPER-COATED
 NQ0738'ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0209 ***********************************************************************
 PW0209  DESIGNATION -  3660
 PW0209  PID         -  PW0209
 PW0209  STATE/COUNTY-  WY/SHERIDAN
 PW0209  USGS QUAD   -  MONARCH (1978)
 PW0209
 PW0209                         *CURRENT SURVEY CONTROL
 PW0209  ___________________________________________________________________
 PW0209* NAD 83(1986)-  44 54 29.     (N)    107 02 54.     (W)     SCALED    
 PW0209* NAVD 88     -      1119.091  (meters)    3671.55   (feet)  POSTED    
 PW0209  ___________________________________________________________________
 PW0209  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 PW0209  DYNAMIC HT  -        1118.700 (meters)    3670.27  (feet)  COMP
 PW0209  MODELED GRAV-     980,233.9   (mgal)                       NAVD 88
 PW0209
 PW0209  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PW0209
 PW0209.The horizontal coordinates were scaled from a topographic map and have
 PW0209.an estimated accuracy of +/- 6 seconds.
 PW0209
 PW0209.The orthometric height was determined by differential leveling
 PW0209.and adjusted by the National Geodetic Survey in 1992..
 PW0209.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PW0209.rate of 0.0 thru 1.0 mm/km.
 PW0209
 PW0209.The geoid height was determined by GEOID03.
 PW0209
 PW0209.The dynamic height is computed by dividing the NAVD 88
 PW0209.geopotential number by the normal gravity value computed on the
 PW0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0209.degrees latitude (g = 980.6199 gals.).
 PW0209
 PW0209.The modeled gravity was interpolated from observed gravity values.
 PW0209
 PW0209;                    North         East    Units  Estimated Accuracy
 PW0209;SPC WYEC     -   589,690.      422,510.      MT  (+/- 180 meters Scaled)
 PW0209
 PW0209                          SUPERSEDED SURVEY CONTROL
 PW0209
 PW0209.No superseded survey control is available for this station.
 PW0209
 PW0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK383747(NAD 83)
 PW0209_MARKER: P = PIPE CAP
 PW0209_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0209_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0209_STAMPING: 3660 SHER
 PW0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0209
 PW0209  HISTORY     - Date     Condition        Report By
 PW0209  HISTORY     - UNK      MONUMENTED       USGS
 PW0209  HISTORY     - 1957     MARK NOT FOUND   NGS
 PW0209  HISTORY     - 1983     MARK NOT FOUND   NGS
 PW0209
 PW0209                          STATION DESCRIPTION
 PW0209
 PW0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0209'1.05 MI W FROM KLEENBURN.
 PW0209'0.8 MILE NW ALONG THE CHICAGO, BURLINGTON AND QUINCY RR FROM MONARCH,
 PW0209'SHERIDAN COUNTY, 132 YARDS S. OF THE BOB HAY RANCH HOUSE, 50 YARDS W.
 PW0209'OF SLATER CREEK, AT THE SW CORNER OF A ROAD CROSSING, 17 YARDS S. OF
 PW0209'THE CENTER OF THE CROSSING, AND 15 YARDS W. OF THE CENTERLINE OF THE
 PW0209'TRACK.  A USGS STANDARD CAP, STAMPED 3660 SHER AND RIVETED ON THE TOP
 PW0209'OF A 3-INCH IRON PIPE.
 PW0209
 PW0209                          STATION RECOVERY (1983)
 PW0209
 PW0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0121 ***********************************************************************
 PW0121  DESIGNATION -  3682
 PW0121  PID         -  PW0121
 PW0121  STATE/COUNTY-  WY/SHERIDAN
 PW0121  USGS QUAD   -  SHERIDAN (1977)
 PW0121
 PW0121                         *CURRENT SURVEY CONTROL
 PW0121  ___________________________________________________________________
 PW0121* NAD 83(1986)-  44 50 11.     (N)    106 57 25.     (W)     SCALED    
 PW0121* NAVD 88     -      1125.941  (meters)    3694.02   (feet)  POSTED    
 PW0121  ___________________________________________________________________
 PW0121  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 PW0121  DYNAMIC HT  -        1125.550 (meters)    3692.74  (feet)  COMP
 PW0121  MODELED GRAV-     980,232.8   (mgal)                       NAVD 88
 PW0121
 PW0121  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PW0121
 PW0121.The horizontal coordinates were scaled from a topographic map and have
 PW0121.an estimated accuracy of +/- 6 seconds.
 PW0121
 PW0121.The orthometric height was determined by differential leveling
 PW0121.and adjusted by the National Geodetic Survey in 1992..
 PW0121.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PW0121.rate of 0.0 thru 1.0 mm/km.
 PW0121
 PW0121.The geoid height was determined by GEOID03.
 PW0121
 PW0121.The dynamic height is computed by dividing the NAVD 88
 PW0121.geopotential number by the normal gravity value computed on the
 PW0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0121.degrees latitude (g = 980.6199 gals.).
 PW0121
 PW0121.The modeled gravity was interpolated from observed gravity values.
 PW0121
 PW0121;                    North         East    Units  Estimated Accuracy
 PW0121;SPC WYEC     -   581,750.      429,760.      MT  (+/- 180 meters Scaled)
 PW0121
 PW0121                          SUPERSEDED SURVEY CONTROL
 PW0121
 PW0121.No superseded survey control is available for this station.
 PW0121
 PW0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK453666(NAD 83)
 PW0121_MARKER: P = PIPE CAP
 PW0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0121_STAMPING: 3682 SHER
 PW0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0121
 PW0121  HISTORY     - Date     Condition        Report By
 PW0121  HISTORY     - UNK      MONUMENTED       USGS
 PW0121  HISTORY     - 1957     MARK NOT FOUND   NGS
 PW0121
 PW0121                          STATION DESCRIPTION
 PW0121
 PW0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0121'2.1 MI N FROM SHERIDAN.
 PW0121'2.1 MILES N. ALONG THE CHICAGO, BURLINGTON AND QUINCY RR FROM
 PW0121'SHERIDAN, SHERIDAN COUNTY, OPPOSITE THE NORTH BARRACKS OF FORT
 PW0121'MCKENZIE, 575 FEET S. OF A WHISTLE POST, 8 YARDS W. OF THE CENTERLINE
 PW0121'OF THE TRACK, AND AT THE EDGE OF THE ROADWAY JUST OUTSIDE OF THE
 PW0121'RIGHT-OF-WAY FENCE.  A USGS STANDARD CAP, STAMPED 3682 SHER AND
 PW0121'RIVETED ON THE TOP OF A 3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0205 ***********************************************************************
 PW0205  DESIGNATION -  3698
 PW0205  PID         -  PW0205
 PW0205  STATE/COUNTY-  WY/SHERIDAN
 PW0205  USGS QUAD   -  MONARCH (1978)
 PW0205
 PW0205                         *CURRENT SURVEY CONTROL
 PW0205  ___________________________________________________________________
 PW0205* NAD 83(1986)-  44 54 42.     (N)    107 06 17.     (W)     SCALED    
 PW0205* NAVD 88     -      1130.793  (meters)    3709.94   (feet)  ADJUSTED  
 PW0205  ___________________________________________________________________
 PW0205  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 PW0205  DYNAMIC HT  -        1130.390 (meters)    3708.62  (feet)  COMP
 PW0205  MODELED GRAV-     980,222.3   (mgal)                       NAVD 88
 PW0205
 PW0205  VERT ORDER  -  FIRST     CLASS II
 PW0205
 PW0205.The horizontal coordinates were scaled from a topographic map and have
 PW0205.an estimated accuracy of +/- 6 seconds.
 PW0205
 PW0205.The orthometric height was determined by differential leveling
 PW0205.and adjusted by the National Geodetic Survey in June 1991..
 PW0205
 PW0205.The geoid height was determined by GEOID03.
 PW0205
 PW0205.The dynamic height is computed by dividing the NAVD 88
 PW0205.geopotential number by the normal gravity value computed on the
 PW0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0205.degrees latitude (g = 980.6199 gals.).
 PW0205
 PW0205.The modeled gravity was interpolated from observed gravity values.
 PW0205
 PW0205;                    North         East    Units  Estimated Accuracy
 PW0205;SPC WYEC     -   590,070.      418,050.      MT  (+/- 180 meters Scaled)
 PW0205
 PW0205                          SUPERSEDED SURVEY CONTROL
 PW0205
 PW0205  NGVD 29 (??/??/92) 1130.040  (m)         3707.47   (f) ADJ UNCH    1 2
 PW0205
 PW0205.Superseded values are not recommended for survey control.
 PW0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0205.See file dsdata.txt to determine how the superseded data were derived.
 PW0205
 PW0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK338752(NAD 83)
 PW0205_MARKER: P = PIPE CAP
 PW0205_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0205_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0205_STAMPING: 3707.522 SHER 22
 PW0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0205
 PW0205  HISTORY     - Date     Condition        Report By
 PW0205  HISTORY     - UNK      MONUMENTED       USGS
 PW0205  HISTORY     - 1957     GOOD             NGS
 PW0205  HISTORY     - 1983     POOR             NGS
 PW0205
 PW0205                          STATION DESCRIPTION
 PW0205
 PW0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0205'2.85 MI E FROM RANCHESTER.
 PW0205'ABOUT 2.85 MILES EAST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 PW0205'RAILROAD FROM THE STATION AT RANCHESTER, ABOUT 3.90 MILES WEST OF THE
 PW0205'STATION AT KLEENBURN, 87 FEET NORTHEAST OF THE 1ST POLE EAST OF
 PW0205'MILEPOST 712, AT A ROAD CROSSING, 26 1/2 FEET NORTH OF THE NORTH RAIL,
 PW0205'35 1/2 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 22 FEET WEST OF
 PW0205'THE CENTER LINE OF THE GRAVEL ROAD, 19 FEET SOUTH OF A FENCE, 125 FEET
 PW0205'SOUTH OF THE CENTER LINE OF U.S. HIGHWAYS 14 AND 87, 3 FEET NORTHEAST
 PW0205'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 PW0205'TRACK, AND ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES.
 PW0205
 PW0205                          STATION RECOVERY (1983)
 PW0205
 PW0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0205'ADD: THE FENCE IS NOW GONE AS IS THE OLD WOODEN WITNESS POST. THE
 PW0205'PIPE NOW PROJECTS ABOUT 0.4 M (1.2 FT) ABOVE THE GROUND AND LEANS TO
 PW0205'THE NORTH. IT IS A BIT LOOSE IN THE GROUND. A METAL FENCE POST IS SET
 PW0205'5 CM (2 IN ) TO THE WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0299 ***********************************************************************
 MP0299  DESIGNATION -  37 A
 MP0299  PID         -  MP0299
 MP0299  STATE/COUNTY-  WY/CARBON
 MP0299  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0299
 MP0299                         *CURRENT SURVEY CONTROL
 MP0299  ___________________________________________________________________
 MP0299* NAD 83(1986)-  41 05 40.     (N)    107 15 12.     (W)     SCALED    
 MP0299* NAVD 88     -      2417.666  (meters)    7931.96   (feet)  ADJUSTED  
 MP0299  ___________________________________________________________________
 MP0299  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 MP0299  DYNAMIC HT  -        2415.352 (meters)    7924.37  (feet)  COMP
 MP0299  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 MP0299
 MP0299  VERT ORDER  -  SECOND    CLASS 0
 MP0299
 MP0299.The horizontal coordinates were scaled from a topographic map and have
 MP0299.an estimated accuracy of +/- 6 seconds.
 MP0299
 MP0299.The orthometric height was determined by differential leveling
 MP0299.and adjusted by the National Geodetic Survey in June 1991..
 MP0299
 MP0299.The geoid height was determined by GEOID03.
 MP0299
 MP0299.The dynamic height is computed by dividing the NAVD 88
 MP0299.geopotential number by the normal gravity value computed on the
 MP0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0299.degrees latitude (g = 980.6199 gals.).
 MP0299
 MP0299.The modeled gravity was interpolated from observed gravity values.
 MP0299
 MP0299;                    North         East    Units  Estimated Accuracy
 MP0299;SPC WYEC     -   166,010.      406,720.      MT  (+/- 180 meters Scaled)
 MP0299
 MP0299                          SUPERSEDED SURVEY CONTROL
 MP0299
 MP0299  NGVD 29 (??/??/92) 2416.379  (m)         7927.74   (f) ADJ UNCH    2 0
 MP0299
 MP0299.Superseded values are not recommended for survey control.
 MP0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0299.See file dsdata.txt to determine how the superseded data were derived.
 MP0299
 MP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF107516(NAD 83)
 MP0299_MARKER: DD = SURVEY DISK
 MP0299_SETTING: 80 = SET IN A BOULDER
 MP0299_SP_SET: BOULDER
 MP0299_STAMPING: 37 A 1931
 MP0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0299+STABILITY: SURFACE MOTION
 MP0299
 MP0299  HISTORY     - Date     Condition        Report By
 MP0299  HISTORY     - 1931     MONUMENTED       USGS
 MP0299
 MP0299                          STATION DESCRIPTION
 MP0299
 MP0299'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 MP0299'11.6 MI E FROM SLATER, CO.
 MP0299'IN CARBON COUNTY, WYOMING, 11.6 MILES EAST ALONG THE ENCAMPMENT ROAD
 MP0299'FROM SLATER, MOFFAT COUNTY, COLORADO, 3.6 MILES EAST OF THE BOUNDARY
 MP0299'LINE OF THE MEDICINE BOW NATIONAL FOREST, 0.2 MILE EAST OF A BRIDGE
 MP0299'OVER A WATER-COURSE, NEAR THE QUARTER CORNER OF SECTIONS 13 AND 14, T
 MP0299'13 N, R 88 W, 70 FEET NORTHWEST OF A WATERCOURSE PARALLELING THE ROAD,
 MP0299'11 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A
 MP0299'4- BY 5-FOOT BOULDER.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 MP0299'37 A 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0475 ***********************************************************************
 OV0475  DESIGNATION -  37 ARD
 OV0475  PID         -  OV0475
 OV0475  STATE/COUNTY-  WY/NATRONA
 OV0475  USGS QUAD   -  BROKEN HORN CREEK (1968)
 OV0475
 OV0475                         *CURRENT SURVEY CONTROL
 OV0475  ___________________________________________________________________
 OV0475* NAD 83(1986)-  43 25 49.     (N)    106 41 00.     (W)     SCALED    
 OV0475* NAVD 88     -      1544.670  (meters)    5067.80   (feet)  POSTED    
 OV0475  ___________________________________________________________________
 OV0475  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 OV0475  DYNAMIC HT  -        1543.830 (meters)    5065.05  (feet)  COMP
 OV0475  MODELED GRAV-     980,017.9   (mgal)                       NAVD 88
 OV0475
 OV0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0475
 OV0475.The horizontal coordinates were scaled from a topographic map and have
 OV0475.an estimated accuracy of +/- 6 seconds.
 OV0475
 OV0475.The orthometric height was determined by differential leveling
 OV0475.and adjusted by the National Geodetic Survey in 1992..
 OV0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0475.rate of 0.0 thru 1.0 mm/km.
 OV0475
 OV0475.The geoid height was determined by GEOID03.
 OV0475
 OV0475.The dynamic height is computed by dividing the NAVD 88
 OV0475.geopotential number by the normal gravity value computed on the
 OV0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0475.degrees latitude (g = 980.6199 gals.).
 OV0475
 OV0475.The modeled gravity was interpolated from observed gravity values.
 OV0475
 OV0475;                    North         East    Units  Estimated Accuracy
 OV0475;SPC WYEC     -   425,660.      452,630.      MT  (+/- 180 meters Scaled)
 OV0475
 OV0475                          SUPERSEDED SURVEY CONTROL
 OV0475
 OV0475.No superseded survey control is available for this station.
 OV0475
 OV0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ637099(NAD 83)
 OV0475_MARKER: DB = BENCH MARK DISK
 OV0475_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0475_SP_SET: COPPER-CLAD STEEL ROD
 OV0475_STAMPING: 37 ARD 1968
 OV0475_MARK LOGO: USGS  
 OV0475_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0475+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0475
 OV0475  HISTORY     - Date     Condition        Report By
 OV0475  HISTORY     - 1968     MONUMENTED       USGS
 OV0475
 OV0475                          STATION DESCRIPTION
 OV0475
 OV0475'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0475'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0475'33.1 MILES GENERALLY NORTH ALONG COUNTY ROAD TO A CATTLEGUARD IN AN
 OV0475'EAST FENCE, 49 FEET EAST OF AND 0.1 FOOT HIGHER THAN THE CATTLEGUARD,
 OV0475'1 FOOT WEST OF THE FENCE AND WITNESS SIGN, SET IN A COPPER-CLAD STEEL
 OV0475'ROD PROJECTING .02 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0895 ***********************************************************************
 PY0895  DESIGNATION -  37 MDC
 PY0895  PID         -  PY0895
 PY0895  STATE/COUNTY-  WY/PARK
 PY0895  USGS QUAD   -  MOUNT CHITTENDEN (1991)
 PY0895
 PY0895                         *CURRENT SURVEY CONTROL
 PY0895  ___________________________________________________________________
 PY0895* NAD 83(1986)-  44 30 03.     (N)    110 12 30.     (W)     SCALED    
 PY0895* NAVD 88     -      2569.061  (meters)    8428.66   (feet)  ADJUSTED  
 PY0895  ___________________________________________________________________
 PY0895  GEOID HEIGHT-          -7.93  (meters)                     GEOID03
 PY0895  DYNAMIC HT  -        2567.334 (meters)    8423.00  (feet)  COMP
 PY0895  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 PY0895
 PY0895  VERT ORDER  -  FIRST     CLASS II
 PY0895
 PY0895.The horizontal coordinates were scaled from a topographic map and have
 PY0895.an estimated accuracy of +/- 6 seconds.
 PY0895
 PY0895.The orthometric height was determined by differential leveling
 PY0895.and adjusted by the National Geodetic Survey in June 1991..
 PY0895
 PY0895.The geoid height was determined by GEOID03.
 PY0895
 PY0895.The dynamic height is computed by dividing the NAVD 88
 PY0895.geopotential number by the normal gravity value computed on the
 PY0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0895.degrees latitude (g = 980.6199 gals.).
 PY0895
 PY0895.The modeled gravity was interpolated from observed gravity values.
 PY0895
 PY0895;                    North         East    Units  Estimated Accuracy
 PY0895;SPC WYWC     -   445,430.      484,030.      MT  (+/- 180 meters Scaled)
 PY0895
 PY0895                          SUPERSEDED SURVEY CONTROL
 PY0895
 PY0895  NGVD 29 (08/20/92) 2567.720  (m)         8424.26   (f) ADJUSTED    1 2
 PY0895
 PY0895.Superseded values are not recommended for survey control.
 PY0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0895.See file dsdata.txt to determine how the superseded data were derived.
 PY0895
 PY0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ629278(NAD 83)
 PY0895_MARKER: DB = BENCH MARK DISK
 PY0895_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0895_SP_SET: COPPER-CLAD STEEL ROD
 PY0895_STAMPING: 37 MDC 1976 8423
 PY0895_MARK LOGO: USGS  
 PY0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0895
 PY0895  HISTORY     - Date     Condition        Report By
 PY0895  HISTORY     - 1976     MONUMENTED       USGS
 PY0895  HISTORY     - 1987     GOOD             NGS
 PY0895
 PY0895                          STATION DESCRIPTION
 PY0895
 PY0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0895'19.8 KM (12.30 MI) SE FROM LAKE JUNCTION.
 PY0895'19.8 KM (12.30 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0895'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, 10.1 M
 PY0895'(33.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 6.7 M (22.0 FT)
 PY0895'SOUTH-SOUTHWEST OF THE SOUTH END OF A CULVERT AT THE EAST END OF A
 PY0895'HIGHWAY PULLOUT.
 PY0895'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0895'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0581 ***********************************************************************
 PV0581  DESIGNATION -  37 RGB
 PV0581  PID         -  PV0581
 PV0581  STATE/COUNTY-  WY/CAMPBELL
 PV0581  USGS QUAD   -  COON TRACK CREEK (1971)
 PV0581
 PV0581                         *CURRENT SURVEY CONTROL
 PV0581  ___________________________________________________________________
 PV0581* NAD 83(1986)-  44 13 56.     (N)    105 10 28.     (W)     SCALED    
 PV0581* NAVD 88     -      1316.822  (meters)    4320.27   (feet)  POSTED    
 PV0581  ___________________________________________________________________
 PV0581  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 PV0581  DYNAMIC HT  -        1316.280 (meters)    4318.50  (feet)  COMP
 PV0581  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 PV0581
 PV0581  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0581
 PV0581.The horizontal coordinates were scaled from a topographic map and have
 PV0581.an estimated accuracy of +/- 6 seconds.
 PV0581
 PV0581.The orthometric height was determined by differential leveling
 PV0581.and adjusted by the National Geodetic Survey in 1992..
 PV0581.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0581.rate of 0.0 thru 1.0 mm/km.
 PV0581
 PV0581.The geoid height was determined by GEOID03.
 PV0581
 PV0581.The dynamic height is computed by dividing the NAVD 88
 PV0581.geopotential number by the normal gravity value computed on the
 PV0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0581.degrees latitude (g = 980.6199 gals.).
 PV0581
 PV0581.The modeled gravity was interpolated from observed gravity values.
 PV0581
 PV0581;                    North         East    Units  Estimated Accuracy
 PV0581;SPC WY E     -   414,550.      199,380.      MT  (+/- 180 meters Scaled)
 PV0581
 PV0581                          SUPERSEDED SURVEY CONTROL
 PV0581
 PV0581  NGVD 29 (??/??/92) 1316.14   (m)         4318.0    (f) COMPUTED    3 0
 PV0581
 PV0581.Superseded values are not recommended for survey control.
 PV0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0581.See file dsdata.txt to determine how the superseded data were derived.
 PV0581
 PV0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ860976(NAD 83)
 PV0581_MARKER: DB = BENCH MARK DISK
 PV0581_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0581_SP_SET: COPPER-CLAD STEEL ROD
 PV0581_STAMPING: 37 RGB 1971
 PV0581_MARK LOGO: USGS  
 PV0581_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0581+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0581
 PV0581  HISTORY     - Date     Condition        Report By
 PV0581  HISTORY     - 1971     MONUMENTED       USGS
 PV0581  HISTORY     - 20000609 MARK NOT FOUND   USGS
 PV0581
 PV0581                          STATION DESCRIPTION
 PV0581
 PV0581'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0581'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 PV0581'14/16, THENCE 3.2 MILES SOUTH TO A T-ROAD WEST, 38 FEET EAST OF THE
 PV0581'CENTERLINE OF THE ROAD AT T-ROAD WEST, 2 FEET EAST OF THE EAST
 PV0581'RIGHT-OF-WAY FENCE, SET IN COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 PV0581'GROUND.
 PV0581
 PV0581                          STATION RECOVERY (2000)
 PV0581
 PV0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0581'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0739 ***********************************************************************
 NQ0739  DESIGNATION -  37 SJS
 NQ0739  PID         -  NQ0739
 NQ0739  STATE/COUNTY-  WY/CONVERSE
 NQ0739  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0739
 NQ0739                         *CURRENT SURVEY CONTROL
 NQ0739  ___________________________________________________________________
 NQ0739* NAD 83(1986)-  42 50 21.     (N)    104 57 24.     (W)     SCALED    
 NQ0739* NAVD 88     -      1566.175  (meters)    5138.36   (feet)  ADJUSTED  
 NQ0739  ___________________________________________________________________
 NQ0739  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NQ0739  DYNAMIC HT  -        1565.257 (meters)    5135.35  (feet)  COMP
 NQ0739  MODELED GRAV-     979,978.8   (mgal)                       NAVD 88
 NQ0739
 NQ0739  VERT ORDER  -  THIRD
 NQ0739
 NQ0739.The horizontal coordinates were scaled from a topographic map and have
 NQ0739.an estimated accuracy of +/- 6 seconds.
 NQ0739
 NQ0739.The orthometric height was determined by differential leveling
 NQ0739.and adjusted by the National Geodetic Survey in December 1993..
 NQ0739
 NQ0739.The geoid height was determined by GEOID03.
 NQ0739
 NQ0739.The dynamic height is computed by dividing the NAVD 88
 NQ0739.geopotential number by the normal gravity value computed on the
 NQ0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0739.degrees latitude (g = 980.6199 gals.).
 NQ0739
 NQ0739.The modeled gravity was interpolated from observed gravity values.
 NQ0739
 NQ0739;                    North         East    Units  Estimated Accuracy
 NQ0739;SPC WY E     -   259,810.      217,170.      MT  (+/- 180 meters Scaled)
 NQ0739
 NQ0739                          SUPERSEDED SURVEY CONTROL
 NQ0739
 NQ0739.No superseded survey control is available for this station.
 NQ0739
 NQ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH035429(NAD 83)
 NQ0739_MARKER: DB = BENCH MARK DISK
 NQ0739_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0739+WITH SETTING: INFORMATION.
 NQ0739_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0739_STAMPING: 37 SJS 1970
 NQ0739_MARK LOGO: USGS  
 NQ0739_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0739
 NQ0739  HISTORY     - Date     Condition        Report By
 NQ0739  HISTORY     - 1970     MONUMENTED       USGS
 NQ0739
 NQ0739                          STATION DESCRIPTION
 NQ0739
 NQ0739'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0739'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 6.1 MILES (9.8 KM)
 NQ0739'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, NEAR THE
 NQ0739'NORTHWEST CORNER OF S.18, T.33 N., R.67 W., APPROXIMATELY 400 FEET
 NQ0739'(121.9 M) NORTH OF HAGE DRAW, 23 FEET (7.0 M) SOUTH ALONG THE ROAD
 NQ0739'FROM A ROAD JUNCTION, 45 FEET (13.7 M) WEST OF THE ROAD, ENCASED IN A
 NQ0739'6-INCH WHITE PLASTIC PIPE, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0126 ***********************************************************************
 PW0126  DESIGNATION -  3738
 PW0126  PID         -  PW0126
 PW0126  STATE/COUNTY-  WY/SHERIDAN
 PW0126  USGS QUAD   -  SHERIDAN (1977)
 PW0126
 PW0126                         *CURRENT SURVEY CONTROL
 PW0126  ___________________________________________________________________
 PW0126* NAD 83(1986)-  44 47 51.     (N)    106 57 21.     (W)     SCALED    
 PW0126* NAVD 88     -      1142.901  (meters)    3749.67   (feet)  POSTED    
 PW0126  ___________________________________________________________________
 PW0126  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 PW0126  DYNAMIC HT  -        1142.500 (meters)    3748.35  (feet)  COMP
 PW0126  MODELED GRAV-     980,223.5   (mgal)                       NAVD 88
 PW0126
 PW0126  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PW0126
 PW0126.The horizontal coordinates were scaled from a topographic map and have
 PW0126.an estimated accuracy of +/- 6 seconds.
 PW0126
 PW0126.The orthometric height was determined by differential leveling
 PW0126.and adjusted by the National Geodetic Survey in 1992..
 PW0126.No vertical observational check was made to the station.
 PW0126.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PW0126.was located on a no-check spur therefore a value was not computed.
 PW0126
 PW0126.The geoid height was determined by GEOID03.
 PW0126
 PW0126.The dynamic height is computed by dividing the NAVD 88
 PW0126.geopotential number by the normal gravity value computed on the
 PW0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0126.degrees latitude (g = 980.6199 gals.).
 PW0126
 PW0126.The modeled gravity was interpolated from observed gravity values.
 PW0126
 PW0126;                    North         East    Units  Estimated Accuracy
 PW0126;SPC WYEC     -   577,430.      429,870.      MT  (+/- 180 meters Scaled)
 PW0126
 PW0126                          SUPERSEDED SURVEY CONTROL
 PW0126
 PW0126  NGVD 29 (??/??/92) 1142.180  (m)         3747.30   (f) ADJ UNCH    1 2
 PW0126
 PW0126.Superseded values are not recommended for survey control.
 PW0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0126.See file dsdata.txt to determine how the superseded data were derived.
 PW0126
 PW0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK453623(NAD 83)
 PW0126_MARKER: DD = SURVEY DISK
 PW0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0126_SP_SET: STONE COLUMN
 PW0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0126
 PW0126  HISTORY     - Date     Condition        Report By
 PW0126  HISTORY     - UNK      MONUMENTED       USGS
 PW0126  HISTORY     - 1957     GOOD             NGS
 PW0126
 PW0126                          STATION DESCRIPTION
 PW0126
 PW0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0126'IN SHERIDAN.
 PW0126'AT SHERIDAN, AT THE MISSION BAR AND LOUNGE IN THE ONE HUNDRED BLOCK OF
 PW0126'NORTH MAIN STREET, FORMERLY THE CITY HALL, SET VERTICALLY IN THE EAST
 PW0126'FACE OF THE STONE COLUMN AND ENCASED IN A STAINLESS STEEL HOOD WITH A
 PW0126'3-INCH CIRCULAR GLASS OVER THE DISK, 5 1/2 FEET NORTH OF THE ENTRANCE,
 PW0126'AND ABOUT 3 FEET ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0201 ***********************************************************************
 PW0201  DESIGNATION -  3751
 PW0201  PID         -  PW0201
 PW0201  STATE/COUNTY-  WY/SHERIDAN
 PW0201  USGS QUAD   -  RANCHESTER (1978)
 PW0201
 PW0201                         *CURRENT SURVEY CONTROL
 PW0201  ___________________________________________________________________
 PW0201* NAD 83(1986)-  44 54 32.     (N)    107 09 45.     (W)     SCALED    
 PW0201* NAVD 88     -      1146.762  (meters)    3762.34   (feet)  POSTED    
 PW0201  ___________________________________________________________________
 PW0201  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PW0201  DYNAMIC HT  -        1146.360 (meters)    3761.02  (feet)  COMP
 PW0201  MODELED GRAV-     980,227.8   (mgal)                       NAVD 88
 PW0201
 PW0201  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PW0201
 PW0201.The horizontal coordinates were scaled from a topographic map and have
 PW0201.an estimated accuracy of +/- 6 seconds.
 PW0201
 PW0201.The orthometric height was determined by differential leveling
 PW0201.and adjusted by the National Geodetic Survey in 1992..
 PW0201.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PW0201.rate of 0.0 thru 1.0 mm/km.
 PW0201
 PW0201.The geoid height was determined by GEOID03.
 PW0201
 PW0201.The dynamic height is computed by dividing the NAVD 88
 PW0201.geopotential number by the normal gravity value computed on the
 PW0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0201.degrees latitude (g = 980.6199 gals.).
 PW0201
 PW0201.The modeled gravity was interpolated from observed gravity values.
 PW0201
 PW0201;                    North         East    Units  Estimated Accuracy
 PW0201;SPC WYEC     -   589,750.      413,490.      MT  (+/- 180 meters Scaled)
 PW0201
 PW0201                          SUPERSEDED SURVEY CONTROL
 PW0201
 PW0201.No superseded survey control is available for this station.
 PW0201
 PW0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK292751(NAD 83)
 PW0201_MARKER: P = PIPE CAP
 PW0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0201_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0201_STAMPING: 3759.914 SHER
 PW0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0201
 PW0201  HISTORY     - Date     Condition        Report By
 PW0201  HISTORY     - UNK      MONUMENTED       USGS
 PW0201  HISTORY     - 1957     MARK NOT FOUND   NGS
 PW0201
 PW0201                          STATION DESCRIPTION
 PW0201
 PW0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0201'IN RANCHESTER.
 PW0201'AT RANCHESTER, SHERIDAN COUNTY, AT THE NW CORNER OF THE INTERSECTION
 PW0201'OF MAIN AND DAYTON STREETS, AT THE SE CORNER OF AN APIARY BUILDING,
 PW0201'AND 40 FEET N. OF THE HIGHWAY.  A USGS STANDARD CAP, STAMPED 3759.914
 PW0201'SHER AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE.  NOTE-- THE STREET
 PW0201'HAS BEEN WIDENED AND A SIDEWALK HAS BEEN BUILT IN THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0297 ***********************************************************************
 MP0297  DESIGNATION -  38 A
 MP0297  PID         -  MP0297
 MP0297  STATE/COUNTY-  WY/CARBON
 MP0297  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0297
 MP0297                         *CURRENT SURVEY CONTROL
 MP0297  ___________________________________________________________________
 MP0297* NAD 83(1986)-  41 04 13.     (N)    107 17 17.     (W)     SCALED    
 MP0297* NAVD 88     -      2226.177  (meters)    7303.72   (feet)  ADJUSTED  
 MP0297  ___________________________________________________________________
 MP0297  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 MP0297  DYNAMIC HT  -        2224.096 (meters)    7296.89  (feet)  COMP
 MP0297  MODELED GRAV-     979,608.6   (mgal)                       NAVD 88
 MP0297
 MP0297  VERT ORDER  -  SECOND    CLASS 0
 MP0297
 MP0297.The horizontal coordinates were scaled from a topographic map and have
 MP0297.an estimated accuracy of +/- 6 seconds.
 MP0297
 MP0297.The orthometric height was determined by differential leveling
 MP0297.and adjusted by the National Geodetic Survey in June 1991..
 MP0297
 MP0297.The geoid height was determined by GEOID03.
 MP0297
 MP0297.The dynamic height is computed by dividing the NAVD 88
 MP0297.geopotential number by the normal gravity value computed on the
 MP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0297.degrees latitude (g = 980.6199 gals.).
 MP0297
 MP0297.The modeled gravity was interpolated from observed gravity values.
 MP0297
 MP0297;                    North         East    Units  Estimated Accuracy
 MP0297;SPC WYEC     -   163,330.      403,810.      MT  (+/- 180 meters Scaled)
 MP0297
 MP0297                          SUPERSEDED SURVEY CONTROL
 MP0297
 MP0297  NGVD 29 (??/??/92) 2224.930  (m)         7299.62   (f) ADJ UNCH    2 0
 MP0297
 MP0297.Superseded values are not recommended for survey control.
 MP0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0297.See file dsdata.txt to determine how the superseded data were derived.
 MP0297
 MP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF077490(NAD 83)
 MP0297_MARKER: DD = SURVEY DISK
 MP0297_SETTING: 80 = SET IN A BOULDER
 MP0297_SP_SET: LAVA BOULDER
 MP0297_STAMPING: 38 A 1931
 MP0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0297+STABILITY: SURFACE MOTION
 MP0297
 MP0297  HISTORY     - Date     Condition        Report By
 MP0297  HISTORY     - 1931     MONUMENTED       USGS
 MP0297
 MP0297                          STATION DESCRIPTION
 MP0297
 MP0297'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 MP0297'8.7 MI E FROM SLATER, CO.
 MP0297'IN CARBON COUNTY, WYOMING, 8.7 MILES EAST ALONG THE ENCAMPMENT ROAD
 MP0297'FROM SLATER, MOFFAT COUNTY, COLORADO, 1.0 MILE EAST OF THE BOUNDARY
 MP0297'LINE OF THE MEDICINE BOW NATIONAL FOREST, IN THE NORTHEAST QUARTER OF
 MP0297'SECTION 28, T 13 N, R 88 W, ON THE INSIDE OF A CURVE, 78 FEET EAST OF
 MP0297'A CORRUGATED-IRON CULVERT UNDER THE ROAD, 48 FEET SOUTHWEST OF A
 MP0297'GULLEY LEADING DOWN A HILL, (FORMERLY A ROAD), 22 FEET SOUTH OF THE
 MP0297'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A POLE, IN THE TOP OF A LAVA
 MP0297'BOULDER, AND ABOUT 3 FEET LOWER THAN THE ROAD.  A U.S. GEOLOGICAL
 MP0297'SURVEY STANDARD DISK, STAMPED 38 A 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0509 ***********************************************************************
 PV0509  DESIGNATION -  38 ARD
 PV0509  PID         -  PV0509
 PV0509  STATE/COUNTY-  WY/WESTON
 PV0509  USGS QUAD   -  UPTON EAST (1984)
 PV0509
 PV0509                         *CURRENT SURVEY CONTROL
 PV0509  ___________________________________________________________________
 PV0509* NAD 83(1993)-  44 06 24.06379(N)    104 30 42.04462(W)     ADJUSTED  
 PV0509* NAVD 88     -      1382.54   (+/-2cm)    4535.9    (feet)  VERTCON   
 PV0509  ___________________________________________________________________
 PV0509  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 PV0509  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 PV0509
 PV0509  HORZ ORDER  -  THIRD
 PV0509  VERT ORDER  -  THIRD ? (See Below)
 PV0509
 PV0509.The horizontal coordinates were established by classical geodetic methods
 PV0509.and adjusted by the National Geodetic Survey in January 1997..
 PV0509
 PV0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0509.The vertical order pertains to the NGVD 29 superseded value.
 PV0509
 PV0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0509
 PV0509.The geoid height was determined by GEOID03.
 PV0509
 PV0509;                    North         East     Units Scale Factor Converg.
 PV0509;SPC WY E     -   400,811.240   252,436.597   MT  0.99997130   +0 27 21.2
 PV0509;UTM  13      - 4,883,838.063   539,080.492   MT  0.99961878   +0 20 23.5
 PV0509
 PV0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0509!SPC WY E     -   0.99978545  x   0.99997130  =   0.99975676
 PV0509!UTM  13      -   0.99978545  x   0.99961878  =   0.99940431
 PV0509
 PV0509:                Primary Azimuth Mark                     Grid Az
 PV0509:SPC WY E     -  IRON                                     185 34 44.4
 PV0509:UTM  13      -  IRON                                     185 41 42.1
 PV0509
 PV0509|---------------------------------------------------------------------|
 PV0509| PID    Reference Object                     Distance      Geod. Az  |
 PV0509|                                                           dddmmss.s |
 PV0509| PV0510 IRON                                APPROX.10.4 KM 1860205.6 |
 PV0509|---------------------------------------------------------------------|
 PV0509
 PV0509                          SUPERSEDED SURVEY CONTROL
 PV0509
 PV0509  NAD 83(1986)-  44 06 24.06171(N)    104 30 42.04736(W) AD(       ) 3
 PV0509  NAD 27      -  44 06 24.12958(N)    104 30 40.20510(W) AD(       ) 3
 PV0509  NGVD 29 (07/19/86) 1381.91   (m)         4533.8    (f) LEVELING    3  
 PV0509
 PV0509.Superseded values are not recommended for survey control.
 PV0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0509.See file dsdata.txt to determine how the superseded data were derived.
 PV0509
 PV0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ3908083838(NAD 83)
 PV0509_MARKER: DB = BENCH MARK DISK
 PV0509_SETTING: 0 = UNSPECIFIED SETTING
 PV0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0509
 PV0509  HISTORY     - Date     Condition        Report By
 PV0509  HISTORY     - 1955     MONUMENTED       USGS
 PV0509
 PV0509                          STATION DESCRIPTION
 PV0509
 PV0509'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PV0509'STATION IS LOCATED ABOUT 6.0 MI. (AIRLINE) NE. OF UPTON, ABOUT 0.5 MI.
 PV0509'E. OF PUMP CREEK, ON THE E. SLOPE OF A LOW, GRASS COVERED N-S. RIDGE,
 PV0509'58 FT. S. OF THE HORTON RD., IN WESTON COUNTY.
 PV0509'
 PV0509'TO REACH FROM UPTON, GO NW. ON COUNTY RD. FOR 6.6 MI. TO CATTLEGUARD.
 PV0509'STATION IS 58 FT. S. OF RD.
 PV0509'
 PV0509'STATION MARK--A STANDARD USGS TABLET STAMPED ---4534 38 ARD 1954---,
 PV0509'SET IN A CONCRETE POST.
 PV0509'
 PV0509'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0476 ***********************************************************************
 OV0476  DESIGNATION -  38 ARD
 OV0476  PID         -  OV0476
 OV0476  STATE/COUNTY-  WY/NATRONA
 OV0476  USGS QUAD   -  BROKEN HORN CREEK (1968)
 OV0476
 OV0476                         *CURRENT SURVEY CONTROL
 OV0476  ___________________________________________________________________
 OV0476* NAD 83(1986)-  43 27 30.     (N)    106 41 12.     (W)     SCALED    
 OV0476* NAVD 88     -      1536.299  (meters)    5040.34   (feet)  POSTED    
 OV0476  ___________________________________________________________________
 OV0476  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 OV0476  DYNAMIC HT  -        1535.470 (meters)    5037.62  (feet)  COMP
 OV0476  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 OV0476
 OV0476  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0476
 OV0476.The horizontal coordinates were scaled from a topographic map and have
 OV0476.an estimated accuracy of +/- 6 seconds.
 OV0476
 OV0476.The orthometric height was determined by differential leveling
 OV0476.and adjusted by the National Geodetic Survey in 1992..
 OV0476.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0476.rate of 0.0 thru 1.0 mm/km.
 OV0476
 OV0476.The geoid height was determined by GEOID03.
 OV0476
 OV0476.The dynamic height is computed by dividing the NAVD 88
 OV0476.geopotential number by the normal gravity value computed on the
 OV0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0476.degrees latitude (g = 980.6199 gals.).
 OV0476
 OV0476.The modeled gravity was interpolated from observed gravity values.
 OV0476
 OV0476;                    North         East    Units  Estimated Accuracy
 OV0476;SPC WYEC     -   428,770.      452,330.      MT  (+/- 180 meters Scaled)
 OV0476
 OV0476                          SUPERSEDED SURVEY CONTROL
 OV0476
 OV0476.No superseded survey control is available for this station.
 OV0476
 OV0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ635130(NAD 83)
 OV0476_MARKER: DB = BENCH MARK DISK
 OV0476_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0476_SP_SET: COPPER-CLAD STEEL ROD
 OV0476_STAMPING: 38 ARD 1968
 OV0476_MARK LOGO: USGS  
 OV0476_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0476+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0476
 OV0476  HISTORY     - Date     Condition        Report By
 OV0476  HISTORY     - 1968     MONUMENTED       USGS
 OV0476
 OV0476                          STATION DESCRIPTION
 OV0476
 OV0476'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0476'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0476'35.0 MILES GENERALLY NORTH ALONG COUNTY ROAD, AT A BEND IN THE POWER
 OV0476'LINE, 330 FEET SOUTH OF A CULVERT AT A DRAIN CROSSING, 127 FEET WEST
 OV0476'OF AND 3.4 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, 2 FEET EAST
 OV0476'OF A POWER POLE AND WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD
 OV0476'PROJECTING .02 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0897 ***********************************************************************
 PY0897  DESIGNATION -  38 MDC
 PY0897  PID         -  PY0897
 PY0897  STATE/COUNTY-  WY/PARK
 PY0897  USGS QUAD   -  SYLVAN LAKE (1991)
 PY0897
 PY0897                         *CURRENT SURVEY CONTROL
 PY0897  ___________________________________________________________________
 PY0897* NAD 83(1986)-  44 29 27.     (N)    110 11 41.     (W)     SCALED    
 PY0897* NAVD 88     -      2631.173  (meters)    8632.44   (feet)  ADJUSTED  
 PY0897  ___________________________________________________________________
 PY0897  GEOID HEIGHT-          -7.85  (meters)                     GEOID03
 PY0897  DYNAMIC HT  -        2629.412 (meters)    8626.66  (feet)  COMP
 PY0897  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 PY0897
 PY0897  VERT ORDER  -  FIRST     CLASS II
 PY0897
 PY0897.The horizontal coordinates were scaled from a topographic map and have
 PY0897.an estimated accuracy of +/- 6 seconds.
 PY0897
 PY0897.The orthometric height was determined by differential leveling
 PY0897.and adjusted by the National Geodetic Survey in June 1991..
 PY0897
 PY0897.The geoid height was determined by GEOID03.
 PY0897
 PY0897.The dynamic height is computed by dividing the NAVD 88
 PY0897.geopotential number by the normal gravity value computed on the
 PY0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0897.degrees latitude (g = 980.6199 gals.).
 PY0897
 PY0897.The modeled gravity was interpolated from observed gravity values.
 PY0897
 PY0897;                    North         East    Units  Estimated Accuracy
 PY0897;SPC WYWC     -   444,300.      485,090.      MT  (+/- 180 meters Scaled)
 PY0897
 PY0897                          SUPERSEDED SURVEY CONTROL
 PY0897
 PY0897  NGVD 29 (08/20/92) 2629.852  (m)         8628.11   (f) ADJUSTED    1 2
 PY0897
 PY0897.Superseded values are not recommended for survey control.
 PY0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0897.See file dsdata.txt to determine how the superseded data were derived.
 PY0897
 PY0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ640267(NAD 83)
 PY0897_MARKER: DB = BENCH MARK DISK
 PY0897_SETTING: 80 = SET IN A BOULDER
 PY0897_SP_SET: BOULDER
 PY0897_STAMPING: 38 MDC 1976 8627
 PY0897_MARK LOGO: USGS  
 PY0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0897+STABILITY: SURFACE MOTION
 PY0897
 PY0897  HISTORY     - Date     Condition        Report By
 PY0897  HISTORY     - 1976     MONUMENTED       USGS
 PY0897  HISTORY     - 1987     GOOD             NGS
 PY0897
 PY0897                          STATION DESCRIPTION
 PY0897
 PY0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0897'24.0 KM (14.90 MI) SE FROM LAKE JUNCTION.
 PY0897'24.0 KM (14.90 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0897'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN TOP OF A
 PY0897'LARGE DOME SHAPED BOULDER NEAR THE CREST OF A HILL AT A SHARP CURVE
 PY0897'IN THE HIGHWAY, 30.5 M (100.1 FT) NORTH OF THE CENTERLINE OF THE
 PY0897'HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A SMALL CAIRN.
 PY0897'THE MARK IS 7.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0580 ***********************************************************************
 PV0580  DESIGNATION -  38 RGB
 PV0580  PID         -  PV0580
 PV0580  STATE/COUNTY-  WY/CAMPBELL
 PV0580  USGS QUAD   -  ROZET (1971)
 PV0580
 PV0580                         *CURRENT SURVEY CONTROL
 PV0580  ___________________________________________________________________
 PV0580* NAD 83(1986)-  44 15 49.     (N)    105 10 29.     (W)     SCALED    
 PV0580* NAVD 88     -      1316.873  (meters)    4320.44   (feet)  POSTED    
 PV0580  ___________________________________________________________________
 PV0580  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 PV0580  DYNAMIC HT  -        1316.340 (meters)    4318.69  (feet)  COMP
 PV0580  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 PV0580
 PV0580  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0580
 PV0580.The horizontal coordinates were scaled from a topographic map and have
 PV0580.an estimated accuracy of +/- 6 seconds.
 PV0580
 PV0580.The orthometric height was determined by differential leveling
 PV0580.and adjusted by the National Geodetic Survey in 1992..
 PV0580.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0580.rate of 0.0 thru 1.0 mm/km.
 PV0580
 PV0580.The geoid height was determined by GEOID03.
 PV0580
 PV0580.The dynamic height is computed by dividing the NAVD 88
 PV0580.geopotential number by the normal gravity value computed on the
 PV0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0580.degrees latitude (g = 980.6199 gals.).
 PV0580
 PV0580.The modeled gravity was interpolated from observed gravity values.
 PV0580
 PV0580;                    North         East    Units  Estimated Accuracy
 PV0580;SPC WY E     -   418,040.      199,360.      MT  (+/- 180 meters Scaled)
 PV0580
 PV0580                          SUPERSEDED SURVEY CONTROL
 PV0580
 PV0580  NGVD 29 (??/??/92) 1316.21   (m)         4318.3    (f) COMPUTED    3 0
 PV0580
 PV0580.Superseded values are not recommended for survey control.
 PV0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0580.See file dsdata.txt to determine how the superseded data were derived.
 PV0580
 PV0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK860011(NAD 83)
 PV0580_MARKER: DB = BENCH MARK DISK
 PV0580_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0580_SP_SET: COPPER-CLAD STEEL ROD
 PV0580_STAMPING: 38 RGB 1971
 PV0580_MARK LOGO: USGS  
 PV0580_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0580+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0580
 PV0580  HISTORY     - Date     Condition        Report By
 PV0580  HISTORY     - 1971     MONUMENTED       USGS
 PV0580  HISTORY     - 20000609 MARK NOT FOUND   USGS
 PV0580
 PV0580                          STATION DESCRIPTION
 PV0580
 PV0580'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0580'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 PV0580'14/16, THENCE 1.1 MILES SOUTH TO A T-ROAD WEST, 32 FEET EAST OF THE
 PV0580'CENTERLINE OF THE ROAD AT T-ROAD WEST, 2 FEET NORTH OF THE EAST-WEST
 PV0580'FENCE, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
 PV0580
 PV0580                          STATION RECOVERY (2000)
 PV0580
 PV0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0580'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0740 ***********************************************************************
 NQ0740  DESIGNATION -  38 SJS
 NQ0740  PID         -  NQ0740
 NQ0740  STATE/COUNTY-  WY/CONVERSE
 NQ0740  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0740
 NQ0740                         *CURRENT SURVEY CONTROL
 NQ0740  ___________________________________________________________________
 NQ0740* NAD 83(1986)-  42 49 46.     (N)    104 57 05.     (W)     SCALED    
 NQ0740* NAVD 88     -      1580.426  (meters)    5185.11   (feet)  ADJUSTED  
 NQ0740  ___________________________________________________________________
 NQ0740  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NQ0740  DYNAMIC HT  -        1579.498 (meters)    5182.07  (feet)  COMP
 NQ0740  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 NQ0740
 NQ0740  VERT ORDER  -  THIRD
 NQ0740
 NQ0740.The horizontal coordinates were scaled from a topographic map and have
 NQ0740.an estimated accuracy of +/- 6 seconds.
 NQ0740
 NQ0740.The orthometric height was determined by differential leveling
 NQ0740.and adjusted by the National Geodetic Survey in December 1993..
 NQ0740
 NQ0740.The geoid height was determined by GEOID03.
 NQ0740
 NQ0740.The dynamic height is computed by dividing the NAVD 88
 NQ0740.geopotential number by the normal gravity value computed on the
 NQ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0740.degrees latitude (g = 980.6199 gals.).
 NQ0740
 NQ0740.The modeled gravity was interpolated from observed gravity values.
 NQ0740
 NQ0740;                    North         East    Units  Estimated Accuracy
 NQ0740;SPC WY E     -   258,730.      217,600.      MT  (+/- 180 meters Scaled)
 NQ0740
 NQ0740                          SUPERSEDED SURVEY CONTROL
 NQ0740
 NQ0740.No superseded survey control is available for this station.
 NQ0740
 NQ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH039418(NAD 83)
 NQ0740_MARKER: DB = BENCH MARK DISK
 NQ0740_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0740+WITH SETTING: INFORMATION.
 NQ0740_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0740_STAMPING: 38 SJS 1970
 NQ0740_MARK LOGO: USGS  
 NQ0740_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0740
 NQ0740  HISTORY     - Date     Condition        Report By
 NQ0740  HISTORY     - 1970     MONUMENTED       USGS
 NQ0740
 NQ0740                          STATION DESCRIPTION
 NQ0740
 NQ0740'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0740'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 5.2 MILES (8.4 KM)
 NQ0740'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, IN THE SW 1/4
 NQ0740'OF S.18, T.33 N., R.67 W., 32 FEET (9.8 M) SOUTHEAST ALONG THE ROAD
 NQ0740'FROM A ROAD CROSSING, 23 FEET (7.0 M) EAST OF THE ROAD, 47 FEET
 NQ0740'(14.3 M) SOUTHEAST ALONG A FENCE LINE FROM A FENCE CORNER, 1 FOOT
 NQ0740'(0.3 M) WEST OF A FENCE, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND
 NQ0740'SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0043 ***********************************************************************
 PX0043  DESIGNATION -  3870.294 RED LODGE
 PX0043  PID         -  PX0043
 PX0043  STATE/COUNTY-  WY/BIG HORN
 PX0043  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0043
 PX0043                         *CURRENT SURVEY CONTROL
 PX0043  ___________________________________________________________________
 PX0043* NAD 83(1986)-  44 22 53.     (N)    108 02 21.     (W)     SCALED    
 PX0043* NAVD 88     -      1180.586  (meters)    3873.31   (feet)  ADJUSTED  
 PX0043  ___________________________________________________________________
 PX0043  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PX0043  DYNAMIC HT  -        1180.095 (meters)    3871.70  (feet)  COMP
 PX0043  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 PX0043
 PX0043  VERT ORDER  -  FIRST     CLASS II
 PX0043
 PX0043.The horizontal coordinates were scaled from a topographic map and have
 PX0043.an estimated accuracy of +/- 6 seconds.
 PX0043
 PX0043.The orthometric height was determined by differential leveling
 PX0043.and adjusted by the National Geodetic Survey in June 1991..
 PX0043
 PX0043.The geoid height was determined by GEOID03.
 PX0043
 PX0043.The dynamic height is computed by dividing the NAVD 88
 PX0043.geopotential number by the normal gravity value computed on the
 PX0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0043.degrees latitude (g = 980.6199 gals.).
 PX0043
 PX0043.The modeled gravity was interpolated from observed gravity values.
 PX0043
 PX0043;                    North         East    Units  Estimated Accuracy
 PX0043;SPC WYEC     -   531,370.      343,760.      MT  (+/- 180 meters Scaled)
 PX0043
 PX0043                          SUPERSEDED SURVEY CONTROL
 PX0043
 PX0043  NGVD 29 (??/??/92) 1179.81   (m)         3870.8    (f) COMPUTED    1 2
 PX0043
 PX0043.Superseded values are not recommended for survey control.
 PX0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0043.See file dsdata.txt to determine how the superseded data were derived.
 PX0043
 PX0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ358184(NAD 83)
 PX0043_MARKER: DD = SURVEY DISK
 PX0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0043_SP_SET: BUILDING
 PX0043_STAMPING: 3870.294 RED LODGE
 PX0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0043
 PX0043  HISTORY     - Date     Condition        Report By
 PX0043  HISTORY     - UNK      MONUMENTED       USGS
 PX0043  HISTORY     - 1966     GOOD             USGS
 PX0043  HISTORY     - 1982     MARK NOT FOUND   NGS
 PX0043
 PX0043                          STATION DESCRIPTION
 PX0043
 PX0043'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PX0043'IN BASIN.
 PX0043'AT BASIN, BIG HORN CO., 0.05 MILE SOUTH OF THE POST OFFICE, NEAR THE
 PX0043'INTERSECTION OF US HIGHWAY 20 AND B STREET, AT THE CHEERIO BAR AND IN
 PX0043'THE WEST BRICK FRONT.  A USGS DISK, STAMPED 3870.294 RED LODGE AND SET
 PX0043'VERTICALLY.
 PX0043
 PX0043                          STATION RECOVERY (1982)
 PX0043
 PX0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0043'THE OLD SANDWICH SHOP HAS BEEN REMOVED AND A NEW BANK BUILDING IS NOW
 PX0043'AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0024 ***********************************************************************
 PX0024  DESIGNATION -  3871.5
 PX0024  PID         -  PX0024
 PX0024  STATE/COUNTY-  WY/BIG HORN
 PX0024  USGS QUAD   -  LOVELL (1978)
 PX0024
 PX0024                         *CURRENT SURVEY CONTROL
 PX0024  ___________________________________________________________________
 PX0024* NAD 83(1986)-  44 50 35.     (N)    108 25 50.     (W)     SCALED    
 PX0024* NAVD 88     -      1181.012  (meters)    3874.70   (feet)  ADJUSTED  
 PX0024  ___________________________________________________________________
 PX0024  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 PX0024  DYNAMIC HT  -        1180.563 (meters)    3873.23  (feet)  COMP
 PX0024  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 PX0024
 PX0024  VERT ORDER  -  FIRST     CLASS II
 PX0024
 PX0024.The horizontal coordinates were scaled from a topographic map and have
 PX0024.an estimated accuracy of +/- 6 seconds.
 PX0024
 PX0024.The orthometric height was determined by differential leveling
 PX0024.and adjusted by the National Geodetic Survey in June 1991..
 PX0024
 PX0024.The geoid height was determined by GEOID03.
 PX0024
 PX0024.The dynamic height is computed by dividing the NAVD 88
 PX0024.geopotential number by the normal gravity value computed on the
 PX0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0024.degrees latitude (g = 980.6199 gals.).
 PX0024
 PX0024.The modeled gravity was interpolated from observed gravity values.
 PX0024
 PX0024;                    North         East    Units  Estimated Accuracy
 PX0024;SPC WYEC     -   583,010.      313,260.      MT  (+/- 180 meters Scaled)
 PX0024
 PX0024                          SUPERSEDED SURVEY CONTROL
 PX0024
 PX0024  NGVD 29 (06/08/92) 1180.156  (m)         3871.90   (f) ADJUSTED    1 2
 PX0024
 PX0024.Superseded values are not recommended for survey control.
 PX0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0024.See file dsdata.txt to determine how the superseded data were derived.
 PX0024
 PX0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ030687(NAD 83)
 PX0024_MARKER: DD = SURVEY DISK
 PX0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0024_SP_SET: PIER
 PX0024_STAMPING: CB AND QBM
 PX0024_MARK LOGO: CBQRR 
 PX0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0024
 PX0024  HISTORY     - Date     Condition        Report By
 PX0024  HISTORY     - UNK      MONUMENTED       CBQRR
 PX0024  HISTORY     - 1933     GOOD             NGS
 PX0024  HISTORY     - 1934     GOOD             NGS
 PX0024  HISTORY     - 1982     GOOD             NGS
 PX0024
 PX0024                          STATION DESCRIPTION
 PX0024
 PX0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PX0024'2.0 MI W FROM LOVELL.
 PX0024'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PX0024'LOVELL, BIG HORN COUNTY, AT BRIDGE NO. 444.00, AND IN THE TOP OF THE
 PX0024'NORTH PIER OF THE EAST ABUTMENT.  A BRASS DISK, STAMPED CB AND QBM.
 PX0024
 PX0024                          STATION RECOVERY (1934)
 PX0024
 PX0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0024'RECOVERED IN GOOD CONDITION.
 PX0024
 PX0024                          STATION RECOVERY (1982)
 PX0024
 PX0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0024'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.8 KM (2.35
 PX0024'NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0024'NEVADA STREET IN LOVELL, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG A
 PX0024'PAVED ROAD, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG THE BURLINGTON
 PX0024'NORTHERN RAILROAD, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST
 PX0024'CONCRETE PIER OF THE RAILROAD OVERPASS OF SAGE CREEK AND 2.6 METERS
 PX0024'(8.5 FT) NORTHEAST OF THE NEAR RAIL.
 PX0024'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0478 ***********************************************************************
 OV0478  DESIGNATION -  39 ARD
 OV0478  PID         -  OV0478
 OV0478  STATE/COUNTY-  WY/NATRONA
 OV0478  USGS QUAD   -  BROKEN HORN CREEK (1968)
 OV0478
 OV0478                         *CURRENT SURVEY CONTROL
 OV0478  ___________________________________________________________________
 OV0478* NAD 83(1986)-  43 28 55.     (N)    106 41 55.     (W)     SCALED    
 OV0478* NAVD 88     -      1520.238  (meters)    4987.65   (feet)  POSTED    
 OV0478  ___________________________________________________________________
 OV0478  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 OV0478  DYNAMIC HT  -        1519.420 (meters)    4984.96  (feet)  COMP
 OV0478  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 OV0478
 OV0478  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0478
 OV0478.The horizontal coordinates were scaled from a topographic map and have
 OV0478.an estimated accuracy of +/- 6 seconds.
 OV0478
 OV0478.The orthometric height was determined by differential leveling
 OV0478.and adjusted by the National Geodetic Survey in 1992..
 OV0478.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0478.rate of 0.0 thru 1.0 mm/km.
 OV0478
 OV0478.The geoid height was determined by GEOID03.
 OV0478
 OV0478.The dynamic height is computed by dividing the NAVD 88
 OV0478.geopotential number by the normal gravity value computed on the
 OV0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0478.degrees latitude (g = 980.6199 gals.).
 OV0478
 OV0478.The modeled gravity was interpolated from observed gravity values.
 OV0478
 OV0478;                    North         East    Units  Estimated Accuracy
 OV0478;SPC WYEC     -   431,390.      451,350.      MT  (+/- 180 meters Scaled)
 OV0478
 OV0478                          SUPERSEDED SURVEY CONTROL
 OV0478
 OV0478.No superseded survey control is available for this station.
 OV0478
 OV0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ626157(NAD 83)
 OV0478_MARKER: DB = BENCH MARK DISK
 OV0478_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0478_SP_SET: COPPER-CLAD STEEL ROD
 OV0478_STAMPING: 39 ARD 1968
 OV0478_MARK LOGO: USGS  
 OV0478_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0478+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0478
 OV0478  HISTORY     - Date     Condition        Report By
 OV0478  HISTORY     - 1968     MONUMENTED       USGS
 OV0478
 OV0478                          STATION DESCRIPTION
 OV0478
 OV0478'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0478'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0478'36.9 MILES GENERALLY NORTH ALONG COUNTY ROAD, (15.1 MILES SOUTH ALONG
 OV0478'LONE BEAR ROAD FROM INTERSTATE HIGHWAY 25, SOUTH OF KAYCEE), AT A
 OV0478'JUNCTION WITH A ROAD HEADING WEST UP WILLOW CREEK, 165 FEET WEST OF
 OV0478'AND 4.8 FEET HIGHER THAN THE INTERSECTION, 110 FEET NORTH ALONG FENCE
 OV0478'FROM THE CATTLEGUARD, 2 FEET SOUTH OF A POWER POLE AND WITNESS SIGN,
 OV0478'SET IN A COPPER-CLAD STEEL ROD PROJECTING .02 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0899 ***********************************************************************
 PY0899  DESIGNATION -  39 MDC
 PY0899  PID         -  PY0899
 PY0899  STATE/COUNTY-  WY/PARK
 PY0899  USGS QUAD   -  SYLVAN LAKE (1991)
 PY0899
 PY0899                         *CURRENT SURVEY CONTROL
 PY0899  ___________________________________________________________________
 PY0899* NAD 83(1986)-  44 29 22.     (N)    110 10 28.     (W)     SCALED    
 PY0899* NAVD 88     -      2573.223  (meters)    8442.32   (feet)  ADJUSTED  
 PY0899  ___________________________________________________________________
 PY0899  GEOID HEIGHT-          -7.78  (meters)                     GEOID03
 PY0899  DYNAMIC HT  -        2571.498 (meters)    8436.66  (feet)  COMP
 PY0899  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 PY0899
 PY0899  VERT ORDER  -  FIRST     CLASS II
 PY0899
 PY0899.The horizontal coordinates were scaled from a topographic map and have
 PY0899.an estimated accuracy of +/- 6 seconds.
 PY0899
 PY0899.The orthometric height was determined by differential leveling
 PY0899.and adjusted by the National Geodetic Survey in June 1991..
 PY0899
 PY0899.The geoid height was determined by GEOID03.
 PY0899
 PY0899.The dynamic height is computed by dividing the NAVD 88
 PY0899.geopotential number by the normal gravity value computed on the
 PY0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0899.degrees latitude (g = 980.6199 gals.).
 PY0899
 PY0899.The modeled gravity was interpolated from observed gravity values.
 PY0899
 PY0899;                    North         East    Units  Estimated Accuracy
 PY0899;SPC WYWC     -   444,120.      486,700.      MT  (+/- 180 meters Scaled)
 PY0899
 PY0899                          SUPERSEDED SURVEY CONTROL
 PY0899
 PY0899  NGVD 29 (08/20/92) 2571.893  (m)         8437.95   (f) ADJUSTED    1 2
 PY0899
 PY0899.Superseded values are not recommended for survey control.
 PY0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0899.See file dsdata.txt to determine how the superseded data were derived.
 PY0899
 PY0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ656265(NAD 83)
 PY0899_MARKER: DB = BENCH MARK DISK
 PY0899_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0899_SP_SET: COPPER-CLAD STEEL ROD
 PY0899_STAMPING: 39 MDC 1976 8437
 PY0899_MARK LOGO: USGS  
 PY0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0899
 PY0899  HISTORY     - Date     Condition        Report By
 PY0899  HISTORY     - 1976     MONUMENTED       USGS
 PY0899  HISTORY     - 1987     GOOD             NGS
 PY0899
 PY0899                          STATION DESCRIPTION
 PY0899
 PY0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0899'25.7 KM (15.95 MI) SE FROM LAKE JUNCTION.
 PY0899'25.7 KM (15.95 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0899'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, NEAR THE
 PY0899'WEST END OF A HIGHWAY PULLOUT, 13.1 M (43.0 FT) SOUTH OF THE
 PY0899'CENTERLINE OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTH OF A 30-INCH FIR
 PY0899'TREE.
 PY0899'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0899'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0192 ***********************************************************************
 NS0192  DESIGNATION -  39 SC
 NS0192  PID         -  NS0192
 NS0192  STATE/COUNTY-  WY/SWEETWATER
 NS0192  USGS QUAD   -  LUMAN RIM (1989)
 NS0192
 NS0192                         *CURRENT SURVEY CONTROL
 NS0192  ___________________________________________________________________
 NS0192* NAD 83(1993)-  42 05 38.66503(N)    108 28 54.52576(W)     ADJUSTED  
 NS0192* NAVD 88     -      2142.99   (+/-2cm)    7030.8    (feet)  VERTCON   
 NS0192  ___________________________________________________________________
 NS0192  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 NS0192  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NS0192
 NS0192  HORZ ORDER  -  THIRD
 NS0192  VERT ORDER  -  THIRD ? (See Below)
 NS0192
 NS0192.The horizontal coordinates were established by classical geodetic methods
 NS0192.and adjusted by the National Geodetic Survey in January 1997..
 NS0192
 NS0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0192.The vertical order pertains to the NGVD 29 superseded value.
 NS0192
 NS0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0192
 NS0192.The geoid height was determined by GEOID03.
 NS0192
 NS0192;                    North         East     Units Scale Factor Converg.
 NS0192;SPC WYWC     -   177,061.021   622,185.386   MT  0.99994355   +0 10 47.2
 NS0192;UTM  12      - 4,663,290.002   708,249.736   MT  1.00013366   +1 41 19.2
 NS0192
 NS0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0192!SPC WYWC     -   0.99966621  x   0.99994355  =   0.99960978
 NS0192!UTM  12      -   0.99966621  x   1.00013366  =   0.99979982
 NS0192
 NS0192:                Primary Azimuth Mark                     Grid Az
 NS0192:SPC WYWC     -  40SC                                     344 31 34.7
 NS0192:UTM  12      -  40SC                                     343 01 02.7
 NS0192
 NS0192|---------------------------------------------------------------------|
 NS0192| PID    Reference Object                     Distance      Geod. Az  |
 NS0192|                                                           dddmmss.s |
 NS0192| NS0194 40SC                                APPROX. 4.9 KM 3444221.9 |
 NS0192|---------------------------------------------------------------------|
 NS0192
 NS0192                          SUPERSEDED SURVEY CONTROL
 NS0192
 NS0192  NAD 83(1986)-  42 05 38.65149(N)    108 28 54.52511(W) AD(       ) 3
 NS0192  NAD 27      -  42 05 38.79646(N)    108 28 52.15054(W) AD(       ) 3
 NS0192  NGVD 29 (07/19/86) 2141.73   (m)         7026.7    (f) LEVELING    3  
 NS0192
 NS0192.Superseded values are not recommended for survey control.
 NS0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0192.See file dsdata.txt to determine how the superseded data were derived.
 NS0192
 NS0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM0825063290(NAD 83)
 NS0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0192+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 NS0192
 NS0192  HISTORY     - Date     Condition        Report By
 NS0192  HISTORY     - 1957     MONUMENTED       USGS
 NS0192  HISTORY     - 1957     GOOD             USGS
 NS0192  HISTORY     - 20050201 GOOD             INDIV
 NS0192
 NS0192                          STATION DESCRIPTION
 NS0192
 NS0192'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NS0192'RECOVERED IN GOOD CONDITION, AS DESCRIBED IN 1957 BY G.M. BARKER
 NS0192'STATION IS LOCATED ABOUT 33 MI. -AIRLINE- NE. OF SUPERIOR, WYOMING AND
 NS0192'15 MI.-AIRLINE- SE. OF CONTINENTAL PEAK ON THE TOP OF THE SW. CORNER
 NS0192'OF A SMALL MESA AND 98 FT. S. OF A ROCK CAIRN.
 NS0192'
 NS0192'STATION MARK - STANDARD TABLET SET IN TOP OF CONCRETE POST AND
 NS0192'PROJECTING 0.3 FT. ABOVE GROUND.  STAMPED ---39 SC 1957---.
 NS0192'
 NS0192'REFERENCE MARKS - NONE.
 NS0192
 NS0192                          STATION RECOVERY (2005)
 NS0192
 NS0192'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PO)
 NS0192'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0741 ***********************************************************************
 NQ0741  DESIGNATION -  39 SJS
 NQ0741  PID         -  NQ0741
 NQ0741  STATE/COUNTY-  WY/CONVERSE
 NQ0741  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0741
 NQ0741                         *CURRENT SURVEY CONTROL
 NQ0741  ___________________________________________________________________
 NQ0741* NAD 83(1986)-  42 49 08.     (N)    104 56 38.     (W)     SCALED    
 NQ0741* NAVD 88     -      1602.951  (meters)    5259.02   (feet)  ADJUSTED  
 NQ0741  ___________________________________________________________________
 NQ0741  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NQ0741  DYNAMIC HT  -        1602.009 (meters)    5255.92  (feet)  COMP
 NQ0741  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 NQ0741
 NQ0741  VERT ORDER  -  THIRD
 NQ0741
 NQ0741.The horizontal coordinates were scaled from a topographic map and have
 NQ0741.an estimated accuracy of +/- 6 seconds.
 NQ0741
 NQ0741.The orthometric height was determined by differential leveling
 NQ0741.and adjusted by the National Geodetic Survey in December 1993..
 NQ0741
 NQ0741.The geoid height was determined by GEOID03.
 NQ0741
 NQ0741.The dynamic height is computed by dividing the NAVD 88
 NQ0741.geopotential number by the normal gravity value computed on the
 NQ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0741.degrees latitude (g = 980.6199 gals.).
 NQ0741
 NQ0741.The modeled gravity was interpolated from observed gravity values.
 NQ0741
 NQ0741;                    North         East    Units  Estimated Accuracy
 NQ0741;SPC WY E     -   257,560.      218,220.      MT  (+/- 180 meters Scaled)
 NQ0741
 NQ0741                          SUPERSEDED SURVEY CONTROL
 NQ0741
 NQ0741.No superseded survey control is available for this station.
 NQ0741
 NQ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH045407(NAD 83)
 NQ0741_MARKER: DB = BENCH MARK DISK
 NQ0741_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0741+WITH SETTING: INFORMATION.
 NQ0741_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0741_STAMPING: 39 SJS 1970
 NQ0741_MARK LOGO: USGS  
 NQ0741_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0741
 NQ0741  HISTORY     - Date     Condition        Report By
 NQ0741  HISTORY     - 1970     MONUMENTED       USGS
 NQ0741
 NQ0741                          STATION DESCRIPTION
 NQ0741
 NQ0741'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0741'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 4.4 MILES (7.1 KM)
 NQ0741'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, APPROXIMATELY
 NQ0741'1400 FEET (426.7 M) WEST OF THE 1/4 CORNER BETWEEN S.19 AND S.20,
 NQ0741'T.33 N., R.67 W., 1.5 FEET (0.5 M) SOUTHEAST ALONG THE ROAD FROM A
 NQ0741'ROAD CROSSING, 13 FEET (4.0 M) EAST OF THE ROAD, 6 FEET (1.8 M) SOUTH
 NQ0741'AND 1 FOOT (0.3 M) WEST OF A FENCE CORNER, ENCASED IN A 6-INCH WHITE
 NQ0741'PLASTIC PIPE, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0354 ***********************************************************************
 OU0354  DESIGNATION -  3914 DW
 OU0354  PID         -  OU0354
 OU0354  STATE/COUNTY-  WY/WESTON
 OU0354  USGS QUAD   -  CLIFTON (1951)
 OU0354
 OU0354                         *CURRENT SURVEY CONTROL
 OU0354  ___________________________________________________________________
 OU0354* NAD 83(1986)-  43 38 52.     (N)    104 07 20.     (W)     SCALED    
 OU0354* NAVD 88     -      1194.473  (meters)    3918.87   (feet)  ADJUSTED  
 OU0354  ___________________________________________________________________
 OU0354  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 OU0354  DYNAMIC HT  -        1193.969 (meters)    3917.21  (feet)  COMP
 OU0354  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 OU0354
 OU0354  VERT ORDER  -  FIRST     CLASS II
 OU0354
 OU0354.The horizontal coordinates were scaled from a topographic map and have
 OU0354.an estimated accuracy of +/- 6 seconds.
 OU0354
 OU0354.The orthometric height was determined by differential leveling
 OU0354.and adjusted by the National Geodetic Survey in June 1991..
 OU0354
 OU0354.The geoid height was determined by GEOID03.
 OU0354
 OU0354.The dynamic height is computed by dividing the NAVD 88
 OU0354.geopotential number by the normal gravity value computed on the
 OU0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0354.degrees latitude (g = 980.6199 gals.).
 OU0354
 OU0354.The modeled gravity was interpolated from observed gravity values.
 OU0354
 OU0354;                    North         East    Units  Estimated Accuracy
 OU0354;SPC WY E     -   350,150.      284,260.      MT  (+/- 180 meters Scaled)
 OU0354
 OU0354                          SUPERSEDED SURVEY CONTROL
 OU0354
 OU0354.No superseded survey control is available for this station.
 OU0354
 OU0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ707331(NAD 83)
 OU0354_MARKER: P = PIPE CAP
 OU0354_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0354_SP_SET: SHALLOW-SET PIPE
 OU0354_STAMPING: 3914 DW
 OU0354_MARK LOGO: USGS  
 OU0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0354+STABILITY: SURFACE MOTION
 OU0354
 OU0354  HISTORY     - Date     Condition        Report By
 OU0354  HISTORY     - UNK      MONUMENTED       USGS
 OU0354  HISTORY     - 1985     GOOD             NGS
 OU0354
 OU0354                          STATION DESCRIPTION
 OU0354
 OU0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0354'24.2 KM (15.05 MI) SOUTH FROM NEWCASTLE.
 OU0354'24.2 KM (15.05 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0354'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0354'NEWCASTLE, 0.35 KM (0.2 MI) SOUTH OF THE OLD ABANDON CLIFFTON SCHOOL
 OU0354'HOUSE, 16.5 METERS (54 FT) WEST OF THE HIGHWAY CENTERLINE, 88.1 METERS
 OU0354'(289 FT) SOUTH OF THE EXTENDED CENTER OF A DIRT ROAD LEADING EAST AND
 OU0354'0.9 METER (3 FT) WEST OF A RIGHT-OF-WAY FENCE.  A SHALLOW-SET PIPE
 OU0354'PROJECTING 28 CENTIMETERS ABOVE THE GROUND.
 OU0354'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OU0354'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0037 ***********************************************************************
 PW0037  DESIGNATION -  3927 RESET
 PW0037  PID         -  PW0037
 PW0037  STATE/COUNTY-  WY/SHERIDAN
 PW0037  USGS QUAD   -  CLEARMONT (1971)
 PW0037
 PW0037                         *CURRENT SURVEY CONTROL
 PW0037  ___________________________________________________________________
 PW0037* NAD 83(1986)-  44 38 26.     (N)    106 22 52.     (W)     SCALED    
 PW0037* NAVD 88     -      1196.12   (+/-2cm)    3924.3    (feet)  VERTCON   
 PW0037  ___________________________________________________________________
 PW0037  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 PW0037
 PW0037  VERT ORDER  -  ? (See Below)
 PW0037
 PW0037.The horizontal coordinates were scaled from a topographic map and have
 PW0037.an estimated accuracy of +/- 6 seconds.
 PW0037
 PW0037.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0037.The vertical order pertains to the NGVD 29 superseded value.
 PW0037
 PW0037.The geoid height was determined by GEOID03.
 PW0037
 PW0037;                    North         East    Units  Estimated Accuracy
 PW0037;SPC WYEC     -   560,360.      475,540.      MT  (+/- 180 meters Scaled)
 PW0037
 PW0037                          SUPERSEDED SURVEY CONTROL
 PW0037
 PW0037  NGVD 29 (??/??/92) 1195.404  (m)         3921.92   (f) ADJ UNCH    ?  
 PW0037
 PW0037.Superseded values are not recommended for survey control.
 PW0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0037.See file dsdata.txt to determine how the superseded data were derived.
 PW0037
 PW0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK904439(NAD 83)
 PW0037_MARKER: P = PIPE CAP
 PW0037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0037_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0037_STAMPING: 3927 CLRT
 PW0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0037
 PW0037  HISTORY     - Date     Condition        Report By
 PW0037  HISTORY     - UNK      MONUMENTED       CBQRR
 PW0037  HISTORY     - 1957     GOOD             NGS
 PW0037
 PW0037                          STATION DESCRIPTION
 PW0037
 PW0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0037'IN CLEARMONT.
 PW0037'0.15 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0037'THE STATION AT CLEARMONT, 46 1/2 FEET WEST OF THE WEST RAIL OF THE
 PW0037'MAIN TRACK, 20 1/2 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK PUMP
 PW0037'HOUSE NUMBER 31, 30 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SAME
 PW0037'BUILDING, 10 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 15 X 25-FOOT
 PW0037'CONCRETE FOUNDATION, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 PW0037'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0336 ***********************************************************************
 PW0336  DESIGNATION -  3939
 PW0336  PID         -  PW0336
 PW0336  STATE/COUNTY-  WY/BIG HORN
 PW0336  USGS QUAD   -  RAIRDEN (1978)
 PW0336
 PW0336                         *CURRENT SURVEY CONTROL
 PW0336  ___________________________________________________________________
 PW0336* NAD 83(1986)-  44 11 49.     (N)    107 54 03.     (W)     SCALED    
 PW0336* NAVD 88     -      1204.116  (meters)    3950.50   (feet)  ADJUSTED  
 PW0336  ___________________________________________________________________
 PW0336  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 PW0336  DYNAMIC HT  -        1203.583 (meters)    3948.76  (feet)  COMP
 PW0336  MODELED GRAV-     980,135.2   (mgal)                       NAVD 88
 PW0336
 PW0336  VERT ORDER  -  FIRST     CLASS II
 PW0336
 PW0336.The horizontal coordinates were scaled from a topographic map and have
 PW0336.an estimated accuracy of +/- 6 seconds.
 PW0336
 PW0336.The orthometric height was determined by differential leveling
 PW0336.and adjusted by the National Geodetic Survey in June 1991..
 PW0336
 PW0336.The geoid height was determined by GEOID03.
 PW0336
 PW0336.The dynamic height is computed by dividing the NAVD 88
 PW0336.geopotential number by the normal gravity value computed on the
 PW0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0336.degrees latitude (g = 980.6199 gals.).
 PW0336
 PW0336.The modeled gravity was interpolated from observed gravity values.
 PW0336
 PW0336;                    North         East    Units  Estimated Accuracy
 PW0336;SPC WYEC     -   510,790.      354,640.      MT  (+/- 180 meters Scaled)
 PW0336
 PW0336                          SUPERSEDED SURVEY CONTROL
 PW0336
 PW0336  NGVD 29 (??/??/92) 1203.340  (m)         3947.96   (f) ADJ UNCH    1 2
 PW0336
 PW0336.Superseded values are not recommended for survey control.
 PW0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0336.See file dsdata.txt to determine how the superseded data were derived.
 PW0336
 PW0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ681978(NAD 83)
 PW0336_MARKER: P = PIPE CAP
 PW0336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0336_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0336_STAMPING: 3947.433 RDLG
 PW0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0336
 PW0336  HISTORY     - Date     Condition        Report By
 PW0336  HISTORY     - UNK      MONUMENTED       USGS
 PW0336  HISTORY     - 1933     GOOD             NGS
 PW0336  HISTORY     - 1982     MARK NOT FOUND   NGS
 PW0336
 PW0336                          STATION DESCRIPTION
 PW0336
 PW0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PW0336'6.0 MI SE FROM MANDERSON.
 PW0336'6.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0336'FROM MANDERSON, BIG HORN COUNTY, 0.1 MILE NORTH OF BRIDGE NO. 381.18,
 PW0336'AT MILEAGE 381.30, 600 FEET EAST OF THE CENTER LINE OF THE TRACK, 250
 PW0336'FEET EAST OF THE SOUTHEAST CORNER OF THE A.W. WEBB FENCE, 125 FEET
 PW0336'SOUTHWEST OF A LOG CABIN, 25 FEET WEST OF A ROAD, 10 FEET WEST OF A
 PW0336'SMALL IRRIGATION LATERAL, AND 1 FOOT SOUTH OF A FENCE LINE.  A UNITED
 PW0336'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3947.433 RDLG AND
 PW0336'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- IT WAS REPORTED
 PW0336'IN NOVEMBER 1939 THAT THE CAP HAS BEEN SOMEWHAT FLATTENED.
 PW0336
 PW0336                          STATION RECOVERY (1982)
 PW0336
 PW0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PW0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0041 ***********************************************************************
 PW0041  DESIGNATION -  3954
 PW0041  PID         -  PW0041
 PW0041  STATE/COUNTY-  WY/SHERIDAN
 PW0041  USGS QUAD   -  JULIO DRAW (1971)
 PW0041
 PW0041                         *CURRENT SURVEY CONTROL
 PW0041  ___________________________________________________________________
 PW0041* NAD 83(1986)-  44 36 52.     (N)    106 24 48.     (W)     SCALED    
 PW0041* NAVD 88     -      1204.215  (meters)    3950.83   (feet)  ADJUSTED  
 PW0041  ___________________________________________________________________
 PW0041  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 PW0041  DYNAMIC HT  -        1203.736 (meters)    3949.26  (feet)  COMP
 PW0041  MODELED GRAV-     980,179.0   (mgal)                       NAVD 88
 PW0041
 PW0041  VERT ORDER  -  FIRST     CLASS II
 PW0041
 PW0041.The horizontal coordinates were scaled from a topographic map and have
 PW0041.an estimated accuracy of +/- 6 seconds.
 PW0041
 PW0041.The orthometric height was determined by differential leveling
 PW0041.and adjusted by the National Geodetic Survey in June 1991..
 PW0041
 PW0041.The geoid height was determined by GEOID03.
 PW0041
 PW0041.The dynamic height is computed by dividing the NAVD 88
 PW0041.geopotential number by the normal gravity value computed on the
 PW0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0041.degrees latitude (g = 980.6199 gals.).
 PW0041
 PW0041.The modeled gravity was interpolated from observed gravity values.
 PW0041
 PW0041;                    North         East    Units  Estimated Accuracy
 PW0041;SPC WYEC     -   557,430.      473,020.      MT  (+/- 180 meters Scaled)
 PW0041
 PW0041                          SUPERSEDED SURVEY CONTROL
 PW0041
 PW0041  NGVD 29 (??/??/92) 1203.491  (m)         3948.45   (f) ADJ UNCH    1 2
 PW0041
 PW0041.Superseded values are not recommended for survey control.
 PW0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0041.See file dsdata.txt to determine how the superseded data were derived.
 PW0041
 PW0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK878410(NAD 83)
 PW0041_MARKER: P = PIPE CAP
 PW0041_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0041_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0041_STAMPING: 3954 CLRT
 PW0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0041
 PW0041  HISTORY     - Date     Condition        Report By
 PW0041  HISTORY     - UNK      MONUMENTED       USGS
 PW0041  HISTORY     - 1934     GOOD             NGS
 PW0041  HISTORY     - 1957     MARK NOT FOUND   NGS
 PW0041
 PW0041                          STATION DESCRIPTION
 PW0041
 PW0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0041'2.2 MI SW FROM CLEARMONT.
 PW0041'2.2 MILES SOUTHWEST ALONG THE WYOMING RAILWAY FROM CLEARMONT, SHERIDAN
 PW0041'COUNTY, 1 460 FEET SOUTHWEST OF MILEPOST 2, 132.9 FEET NORTHWEST OF
 PW0041'THE NORTHWEST CORNER OF A STONE HOUSE OWNED BY MISS EDNA HAYWOOD,
 PW0041'BETWEEN THE RAILWAY AND U.S. HIGHWAY 16, 39.4 FEET WEST OF THE
 PW0041'CENTERLINE OF THE HIGHWAY, AND 40.3 FEET EAST OF THE EAST RAIL. A
 PW0041'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3954 CLRT AND
 PW0041'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 PW0041
 PW0041                          STATION RECOVERY (1957)
 PW0041
 PW0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PW0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0029 ***********************************************************************
 OU0029  DESIGNATION -  3971 DW
 OU0029  PID         -  OU0029
 OU0029  STATE/COUNTY-  WY/WESTON
 OU0029  USGS QUAD   -  CLIFTON (1951)
 OU0029
 OU0029                         *CURRENT SURVEY CONTROL
 OU0029  ___________________________________________________________________
 OU0029* NAD 83(1986)-  43 40 32.     (N)    104 06 50.     (W)     SCALED    
 OU0029* NAVD 88     -      1211.490  (meters)    3974.70   (feet)  ADJUSTED  
 OU0029  ___________________________________________________________________
 OU0029  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 OU0029  DYNAMIC HT  -        1210.983 (meters)    3973.03  (feet)  COMP
 OU0029  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 OU0029
 OU0029  VERT ORDER  -  FIRST     CLASS II
 OU0029
 OU0029.The horizontal coordinates were scaled from a topographic map and have
 OU0029.an estimated accuracy of +/- 6 seconds.
 OU0029
 OU0029.The orthometric height was determined by differential leveling
 OU0029.and adjusted by the National Geodetic Survey in June 1991..
 OU0029
 OU0029.The geoid height was determined by GEOID03.
 OU0029
 OU0029.The dynamic height is computed by dividing the NAVD 88
 OU0029.geopotential number by the normal gravity value computed on the
 OU0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0029.degrees latitude (g = 980.6199 gals.).
 OU0029
 OU0029.The modeled gravity was interpolated from observed gravity values.
 OU0029
 OU0029;                    North         East    Units  Estimated Accuracy
 OU0029;SPC WY E     -   353,240.      284,890.      MT  (+/- 180 meters Scaled)
 OU0029
 OU0029                          SUPERSEDED SURVEY CONTROL
 OU0029
 OU0029  NGVD 29 (??/??/92) 1210.899  (m)         3972.76   (f) ADJ UNCH    1 2
 OU0029
 OU0029.Superseded values are not recommended for survey control.
 OU0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0029.See file dsdata.txt to determine how the superseded data were derived.
 OU0029
 OU0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ714362(NAD 83)
 OU0029_MARKER: P = PIPE CAP
 OU0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0029_STAMPING: 3972.758 DW
 OU0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0029
 OU0029  HISTORY     - Date     Condition        Report By
 OU0029  HISTORY     - UNK      MONUMENTED       USGS
 OU0029  HISTORY     - 1957     GOOD             NGS
 OU0029
 OU0029                          STATION DESCRIPTION
 OU0029
 OU0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0029'14 MI SE FROM NEWCASTLE.
 OU0029'ABOUT 13.95 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0029'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 30,
 OU0029'T. 43 N., R. 60 W., 8 POLES NORTH OF THE NORTH END OF BRIDGE
 OU0029'506.48, 12 POLES SOUTH OF MILEPOST 507, 73 FEET EAST OF THE
 OU0029'EAST RAIL, 24 FEET WEST OF THE FENCE LINE, 1 1/2 FEET NORTH OF A
 OU0029'TELEPHONE POLE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 OU0029'POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, A CAP ON A
 OU0029'3 1/2-INCH IRON PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0044 ***********************************************************************
 PW0044  DESIGNATION -  3990
 PW0044  PID         -  PW0044
 PW0044  STATE/COUNTY-  WY/SHERIDAN
 PW0044  USGS QUAD   -  JULIO DRAW (1971)
 PW0044
 PW0044                         *CURRENT SURVEY CONTROL
 PW0044  ___________________________________________________________________
 PW0044* NAD 83(1986)-  44 35 17.     (N)    106 25 54.     (W)     SCALED    
 PW0044* NAVD 88     -      1215.191  (meters)    3986.84   (feet)  ADJUSTED  
 PW0044  ___________________________________________________________________
 PW0044  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 PW0044  DYNAMIC HT  -        1214.706 (meters)    3985.25  (feet)  COMP
 PW0044  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 PW0044  OBS GRAVITY -     980,176.1   (mgal)                       GRAV_OBS
 PW0044
 PW0044  VERT ORDER  -  FIRST     CLASS II
 PW0044
 PW0044.The horizontal coordinates were scaled from a topographic map and have
 PW0044.an estimated accuracy of +/- 6 seconds.
 PW0044
 PW0044.The orthometric height was determined by differential leveling
 PW0044.and adjusted by the National Geodetic Survey in June 1991..
 PW0044
 PW0044.The geoid height was determined by GEOID03.
 PW0044
 PW0044.The dynamic height is computed by dividing the NAVD 88
 PW0044.geopotential number by the normal gravity value computed on the
 PW0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0044.degrees latitude (g = 980.6199 gals.).
 PW0044
 PW0044.The modeled gravity was interpolated from observed gravity values.
 PW0044.The observed gravity was obtained from relative gravimeter ties
 PW0044.to the IGSN71 gravity network.
 PW0044
 PW0044;                    North         East    Units  Estimated Accuracy
 PW0044;SPC WYEC     -   554,480.      471,600.      MT  (+/- 180 meters Scaled)
 PW0044
 PW0044                          SUPERSEDED SURVEY CONTROL
 PW0044
 PW0044  NGVD 29 (??/??/92) 1214.466  (m)         3984.46   (f) ADJ UNCH    1 2
 PW0044
 PW0044.Superseded values are not recommended for survey control.
 PW0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0044.See file dsdata.txt to determine how the superseded data were derived.
 PW0044
 PW0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK863381(NAD 83)
 PW0044_MARKER: P = PIPE CAP
 PW0044_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0044_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0044_STAMPING: 3990 CLRT
 PW0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0044
 PW0044  HISTORY     - Date     Condition        Report By
 PW0044  HISTORY     - UNK      MONUMENTED       USGS
 PW0044  HISTORY     - 1934     GOOD             NGS
 PW0044
 PW0044                          STATION DESCRIPTION
 PW0044
 PW0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0044'4.3 MI S FROM CLEARMONT.
 PW0044'4.3 MILES SOUTH ALONG THE WYOMING RAILWAY FROM CLEARMONT, SHERIDAN
 PW0044'COUNTY, 3,008 FEET NORTHEAST OF MILEPOST 5, 0.2 MILE SOUTH OF THE
 PW0044'CATTLE YARDS, AT T. 58 N., R 79 W., BETWEEN THE RAILWAY AND U.S.
 PW0044'HIGHWAY 16, NEAR A ROW OF POPLAR TREES EAST OF THE HIGHWAY, 59.4 FEET
 PW0044'NORTH OF A CONCRETE HIGHWAY CULVERT, 60 FEET EAST OF THE EAST RAIL,
 PW0044'AND 39 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 PW0044'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3990 CLRT AND RIVETED ON THE
 PW0044'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0574 ***********************************************************************
 MP0574  DESIGNATION -  4 BAR
 MP0574  PID         -  MP0574
 MP0574  STATE/COUNTY-  WY/CARBON
 MP0574  USGS QUAD   -  WALCK RANCH (1961)
 MP0574
 MP0574                         *CURRENT SURVEY CONTROL
 MP0574  ___________________________________________________________________
 MP0574* NAD 83(1993)-  41 29 32.11378(N)    106 54 59.03025(W)     ADJUSTED  
 MP0574* NAVD 88     -      2143.0    (meters)    7031.     (feet)  VERTCON   
 MP0574  ___________________________________________________________________
 MP0574  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 MP0574  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 MP0574
 MP0574  HORZ ORDER  -  THIRD
 MP0574
 MP0574.The horizontal coordinates were established by classical geodetic methods
 MP0574.and adjusted by the National Geodetic Survey in January 1997..
 MP0574
 MP0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0574
 MP0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0574
 MP0574.The geoid height was determined by GEOID03.
 MP0574
 MP0574;                    North         East     Units Scale Factor Converg.
 MP0574;SPC WYEC     -   210,270.631   434,814.572   MT  0.99995241   +0 16 34.4
 MP0574;UTM  13      - 4,595,177.041   340,029.413   MT  0.99991493   -1 16 11.7
 MP0574
 MP0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0574!SPC WYEC     -   0.99966594  x   0.99995241  =   0.99961836
 MP0574!UTM  13      -   0.99966594  x   0.99991493  =   0.99958090
 MP0574
 MP0574:                Primary Azimuth Mark                     Grid Az
 MP0574:SPC WYEC     -  SEEP                                     277 38 14.0
 MP0574:UTM  13      -  SEEP                                     279 11 00.1
 MP0574
 MP0574|---------------------------------------------------------------------|
 MP0574| PID    Reference Object                     Distance      Geod. Az  |
 MP0574|                                                           dddmmss.s |
 MP0574| MP0575 SEEP                                APPROX. 3.9 KM 2775448.4 |
 MP0574|---------------------------------------------------------------------|
 MP0574
 MP0574                          SUPERSEDED SURVEY CONTROL
 MP0574
 MP0574  NAD 83(1986)-  41 29 32.10584(N)    106 54 59.02269(W) AD(       ) 3
 MP0574  NAD 27      -  41 29 32.23578(N)    106 54 56.87798(W) AD(       ) 3
 MP0574  NGVD 29 (07/19/86) 2141.8    (m)         7027.     (f) VERT ANG       
 MP0574
 MP0574.Superseded values are not recommended for survey control.
 MP0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0574.See file dsdata.txt to determine how the superseded data were derived.
 MP0574
 MP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF4002995177(NAD 83)
 MP0574_MARKER: DD = SURVEY DISK
 MP0574_SETTING: 0 = UNSPECIFIED SETTING
 MP0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0574
 MP0574  HISTORY     - Date     Condition        Report By
 MP0574  HISTORY     - 1953     MONUMENTED       USGS
 MP0574
 MP0574                          STATION DESCRIPTION
 MP0574
 MP0574'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0574'STATION IS LOCATED APPROXIMATELY 6 MI. (AIRLINE) NW. OF SARATOGA,
 MP0574'WYOMING, AND 2 MI. (AIRLINE) N. OF JACK CREEK, IN T 18 N, R 35 W,
 MP0574'SEC. 36, ON THE HIGHEST POINT OF A SMALL KNOLL.
 MP0574'
 MP0574'TO REACH FROM THE POST OFFICE IN SARATOGA, WYOMING, GO W. ALONG DIRT
 MP0574'RD. FOR 1.0 MI. TO FORKS, TAKE LEFT FORK W. FOR 2.0 MI. TO T-RD. N.,
 MP0574'THENCE RIGHT (N.) ALONG RD. FOR 3.0 MI. TO SHARP BEND W., CONTINUE
 MP0574'ON W. ALONG RD. FOR 2.7 MI. TO TRACK RD. W., GO LEFT (W.) ALONG
 MP0574'TRACK RD. FOR 0.8 MI. TO FORKS, TAKE LEFT FORK S. FOR 0.1 MI., THENCE
 MP0574'GO ACROSS COUNTRY E. FOR 0.25 MI. TO HIGHEST POINT OF KNOLL AND
 MP0574'STATION SITE.
 MP0574'
 MP0574'STATION MARK--STANDARD TABLET, STAMPED ---4 BAR 1953---, CEMENTED IN
 MP0574'TOP OF A 4 IN. PIPE, PROJECTING 3 IN. ABOVE GROUND.
 MP0574'
 MP0574'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0593 ***********************************************************************
 PV0593  DESIGNATION -  4 GRS
 PV0593  PID         -  PV0593
 PV0593  STATE/COUNTY-  WY/CAMPBELL
 PV0593  USGS QUAD   -  LAREY DRAW (1971)
 PV0593
 PV0593                         *CURRENT SURVEY CONTROL
 PV0593  ___________________________________________________________________
 PV0593* NAD 83(1986)-  44 41 42.     (N)    105 57 50.     (W)     SCALED    
 PV0593* NAVD 88     -      1239.593  (meters)    4066.90   (feet)  POSTED    
 PV0593  ___________________________________________________________________
 PV0593  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 PV0593  DYNAMIC HT  -        1239.150 (meters)    4065.44  (feet)  COMP
 PV0593  MODELED GRAV-     980,215.6   (mgal)                       NAVD 88
 PV0593
 PV0593  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0593
 PV0593.The horizontal coordinates were scaled from a topographic map and have
 PV0593.an estimated accuracy of +/- 6 seconds.
 PV0593
 PV0593.The orthometric height was determined by differential leveling
 PV0593.and adjusted by the National Geodetic Survey in 1992..
 PV0593.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0593.rate of 0.0 thru 1.0 mm/km.
 PV0593
 PV0593.The geoid height was determined by GEOID03.
 PV0593
 PV0593.The dynamic height is computed by dividing the NAVD 88
 PV0593.geopotential number by the normal gravity value computed on the
 PV0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0593.degrees latitude (g = 980.6199 gals.).
 PV0593
 PV0593.The modeled gravity was interpolated from observed gravity values.
 PV0593
 PV0593;                    North         East    Units  Estimated Accuracy
 PV0593;SPC WY E     -   466,280.      136,810.      MT  (+/- 180 meters Scaled)
 PV0593
 PV0593                          SUPERSEDED SURVEY CONTROL
 PV0593
 PV0593.No superseded survey control is available for this station.
 PV0593
 PV0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK236495(NAD 83)
 PV0593_MARKER: DB = BENCH MARK DISK
 PV0593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0593_SP_SET: COPPER-CLAD STEEL ROD
 PV0593_STAMPING: 4 GRS 1971
 PV0593_MARK LOGO: USGS  
 PV0593_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0593+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0593
 PV0593  HISTORY     - Date     Condition        Report By
 PV0593  HISTORY     - 1971     MONUMENTED       USGS
 PV0593
 PV0593                          STATION DESCRIPTION
 PV0593
 PV0593'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0593'FROM THE ARVADA, WYOMING POST OFFICE, PROCEED 3.2 MILES NORTH ALONG
 PV0593'STATE HIGHWAY 341 TO THE JUNCTION WITH U.S. HIGHWAY 14 AND 16,
 PV0593'THENCE 7.9 MILES EAST ALONG U.S. HIGHWAY 14 AND 16, 58 FEET
 PV0593'NORTHWEST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 15
 PV0593'FEET SOUTHWEST OF THE CENTER OF A GATE, 2 FEET NORTHWEST OF THE FENCE
 PV0593'LINE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN COPPER-CLAD STEEL
 PV0593'ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1059 ***********************************************************************
 PY1059  DESIGNATION -  4 GWM
 PY1059  PID         -  PY1059
 PY1059  STATE/COUNTY-  WY/PARK
 PY1059  USGS QUAD   -  OPAL CREEK (1989)
 PY1059
 PY1059                         *CURRENT SURVEY CONTROL
 PY1059  ___________________________________________________________________
 PY1059* NAD 83(1986)-  44 52 24.     (N)    110 09 39.     (W)     SCALED    
 PY1059* NAVD 88     -      2027.719  (meters)    6652.61   (feet)  ADJUSTED  
 PY1059  ___________________________________________________________________
 PY1059  GEOID HEIGHT-          -7.93  (meters)                     GEOID03
 PY1059  DYNAMIC HT  -        2026.615 (meters)    6648.99  (feet)  COMP
 PY1059  MODELED GRAV-     980,000.1   (mgal)                       NAVD 88
 PY1059
 PY1059  VERT ORDER  -  FIRST     CLASS II
 PY1059
 PY1059.The horizontal coordinates were scaled from a topographic map and have
 PY1059.an estimated accuracy of +/- 6 seconds.
 PY1059
 PY1059.The orthometric height was determined by differential leveling
 PY1059.and adjusted by the National Geodetic Survey in June 1991..
 PY1059
 PY1059.The geoid height was determined by GEOID03.
 PY1059
 PY1059.The dynamic height is computed by dividing the NAVD 88
 PY1059.geopotential number by the normal gravity value computed on the
 PY1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1059.degrees latitude (g = 980.6199 gals.).
 PY1059
 PY1059.The modeled gravity was interpolated from observed gravity values.
 PY1059
 PY1059;                    North         East    Units  Estimated Accuracy
 PY1059;SPC WYWC     -   486,760.      488,520.      MT  (+/- 180 meters Scaled)
 PY1059
 PY1059                          SUPERSEDED SURVEY CONTROL
 PY1059
 PY1059  NGVD 29 (08/20/92) 2026.483  (m)         6648.55   (f) ADJUSTED    1 2
 PY1059
 PY1059.Superseded values are not recommended for survey control.
 PY1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1059.See file dsdata.txt to determine how the superseded data were derived.
 PY1059
 PY1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ662692(NAD 83)
 PY1059_MARKER: DB = BENCH MARK DISK
 PY1059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1059_SP_SET: HEADWALL
 PY1059_STAMPING: 4 GWM 1941 6648
 PY1059_MARK LOGO: USGS  
 PY1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1059+STABILITY: SURFACE MOTION
 PY1059
 PY1059  HISTORY     - Date     Condition        Report By
 PY1059  HISTORY     - 1941     MONUMENTED       USGS
 PY1059  HISTORY     - 1987     GOOD             NGS
 PY1059
 PY1059                          STATION DESCRIPTION
 PY1059
 PY1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1059'22.7 KM (14.10 MI) SW FROM SILVER GATE.
 PY1059'22.7 KM (14.10 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1059'FROM THE PARK ENTRANCE IN SILVER GATE, IN TOP OF AND 0.4 M (1.3 FT)
 PY1059'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A STONE
 PY1059'CULVERT, AND 6.1 M (20.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PY1059'HIGHWAY.
 PY1059'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0043 ***********************************************************************
 MP0043  DESIGNATION -  4 HA
 MP0043  PID         -  MP0043
 MP0043  STATE/COUNTY-  WY/CARBON
 MP0043  USGS QUAD   -  MEDICINE BOW (1971)
 MP0043
 MP0043                         *CURRENT SURVEY CONTROL
 MP0043  ___________________________________________________________________
 MP0043* NAD 83(1986)-  41 57 41.     (N)    106 10 32.     (W)     SCALED    
 MP0043* NAVD 88     -      2067.035  (meters)    6781.60   (feet)  ADJUSTED  
 MP0043  ___________________________________________________________________
 MP0043  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 MP0043  DYNAMIC HT  -        2065.338 (meters)    6776.03  (feet)  COMP
 MP0043  MODELED GRAV-     979,727.3   (mgal)                       NAVD 88
 MP0043
 MP0043  VERT ORDER  -  SECOND    CLASS 0
 MP0043
 MP0043.The horizontal coordinates were scaled from a topographic map and have
 MP0043.an estimated accuracy of +/- 6 seconds.
 MP0043
 MP0043.The orthometric height was determined by differential leveling
 MP0043.and adjusted by the National Geodetic Survey in June 1991..
 MP0043
 MP0043.The geoid height was determined by GEOID03.
 MP0043
 MP0043.The dynamic height is computed by dividing the NAVD 88
 MP0043.geopotential number by the normal gravity value computed on the
 MP0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0043.degrees latitude (g = 980.6199 gals.).
 MP0043
 MP0043.The modeled gravity was interpolated from observed gravity values.
 MP0043
 MP0043;                    North         East    Units  Estimated Accuracy
 MP0043;SPC WYEC     -   262,940.      495,980.      MT  (+/- 180 meters Scaled)
 MP0043
 MP0043                          SUPERSEDED SURVEY CONTROL
 MP0043
 MP0043  NGVD 29 (??/??/92) 2065.95   (m)         6778.0    (f) COMPUTED    2 0
 MP0043
 MP0043.Superseded values are not recommended for survey control.
 MP0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0043.See file dsdata.txt to determine how the superseded data were derived.
 MP0043
 MP0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG025461(NAD 83)
 MP0043_MARKER: DD = SURVEY DISK
 MP0043_SETTING: 66 = SET IN ROCK OUTCROP
 MP0043_SP_SET: ROCK RIDGE
 MP0043_STAMPING: 4 HA 1948
 MP0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0043+STABILITY: POSITION/ELEVATION WELL
 MP0043
 MP0043  HISTORY     - Date     Condition        Report By
 MP0043  HISTORY     - 1948     MONUMENTED       USGS
 MP0043  HISTORY     - 1959     GOOD             NGS
 MP0043
 MP0043                          STATION DESCRIPTION
 MP0043
 MP0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MP0043'5.7 MI N FROM MEDICINE BOW.
 MP0043'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 MP0043'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 5.4 MILES NORTH ALONG A
 MP0043'PAVED ROAD, THENCE ABOUT 0.1 MILE WEST ACROSS A HILL, 60 FEET WEST OF
 MP0043'THE CENTER LINE OF AN OLD ROAD, IN SECTION 16, R 78 W, T 23 N, IN THE
 MP0043'TOP OF THE NORTH EDGE OF A ROCK RIDGE ABOUT FLUSH WITH THE GROUND,
 MP0043'ABOUT 0.1 MILE WEST OF A SMALL CUT, AND 183 FEET WEST OF A SNOW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1305 ***********************************************************************
 MO1305  DESIGNATION -  4 JFM
 MO1305  PID         -  MO1305
 MO1305  STATE/COUNTY-  WY/ALBANY
 MO1305  USGS QUAD   -  BIG JUDSON (1981)
 MO1305
 MO1305                         *CURRENT SURVEY CONTROL
 MO1305  ___________________________________________________________________
 MO1305* NAD 83(1993)-  41 35 56.39362(N)    105 52 53.42561(W)     ADJUSTED  
 MO1305* NAVD 88     -      2167.80   (+/-2cm)    7112.2    (feet)  VERTCON   
 MO1305  ___________________________________________________________________
 MO1305  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 MO1305  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 MO1305
 MO1305  HORZ ORDER  -  THIRD
 MO1305  VERT ORDER  -  THIRD ? (See Below)
 MO1305
 MO1305.The horizontal coordinates were established by classical geodetic methods
 MO1305.and adjusted by the National Geodetic Survey in January 1997..
 MO1305
 MO1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1305.The vertical order pertains to the NGVD 29 superseded value.
 MO1305
 MO1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1305
 MO1305.The geoid height was determined by GEOID03.
 MO1305
 MO1305;                    North         East     Units Scale Factor Converg.
 MO1305;SPC WY E     -   122,288.289   140,408.086   MT  0.99998119   -0 28 28.6
 MO1305;UTM  13      - 4,605,630.215   426,538.781   MT  0.99966641   -0 35 07.0
 MO1305
 MO1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1305!SPC WY E     -   0.99966196  x   0.99998119  =   0.99964316
 MO1305!UTM  13      -   0.99966196  x   0.99966641  =   0.99932848
 MO1305
 MO1305:                Primary Azimuth Mark                     Grid Az
 MO1305:SPC WY E     -  LOOKOUT                                  025 20 06.3
 MO1305:UTM  13      -  LOOKOUT                                  025 26 44.7
 MO1305
 MO1305|---------------------------------------------------------------------|
 MO1305| PID    Reference Object                     Distance      Geod. Az  |
 MO1305|                                                           dddmmss.s |
 MO1305| MO1302 LOOKOUT                             APPROX.11.7 KM 0245137.7 |
 MO1305|---------------------------------------------------------------------|
 MO1305
 MO1305                          SUPERSEDED SURVEY CONTROL
 MO1305
 MO1305  NAD 83(1986)-  41 35 56.38027(N)    105 52 53.42229(W) AD(       ) 3
 MO1305  NAD 27      -  41 35 56.48050(N)    105 52 51.42501(W) AD(       ) 3
 MO1305  NGVD 29 (07/19/86) 2166.69   (m)         7108.5    (f) LEVELING    3  
 MO1305
 MO1305.Superseded values are not recommended for survey control.
 MO1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1305.See file dsdata.txt to determine how the superseded data were derived.
 MO1305
 MO1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG2653905630(NAD 83)
 MO1305_MARKER: DB = BENCH MARK DISK
 MO1305_SETTING: 0 = UNSPECIFIED SETTING
 MO1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1305
 MO1305  HISTORY     - Date     Condition        Report By
 MO1305  HISTORY     - 1953     MONUMENTED       USGS
 MO1305  HISTORY     - 19990823 MARK NOT FOUND   WYDT
 MO1305
 MO1305                          STATION DESCRIPTION
 MO1305
 MO1305'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1305'STATION LOCATED ABOUT 10 MI. W. OF BOSLER, IN SEC. 36, T 19 N,
 MO1305'R 76 W, ON A PROMINENT BLUFF ABOUT 1 MI. SW. OF COOPER LAKE.
 MO1305'
 MO1305'TO REACH STATION FROM THE SCHOOLHOUSE IN BOSLER, GO S. ON U.S. HIGHWAY
 MO1305'30 0.4 MI. TO A SIDE RD. ON THE RIGHT, TURN RIGHT AND FOLLOW THIS RD.
 MO1305'0.7 MI. TO A RD. FOLLOWING AN OLD RAILROAD GRADE, TURN LEFT AND GO 4.0
 MO1305'MI. TO A WELL GRADED RD. TURNING OFF TO THE RIGHT, TURN RIGHT AND
 MO1305'FOLLOW THIS RD. 1.7 MI. TO A BRICK BUILDING AND A RD. FORK JUST PAST
 MO1305'BUILDING, TAKE LEFT FORK AND GO 1.1 MI. TO A GATE, GO THROUGH GATE AND
 MO1305'FOLLOW POWER LINE NW. 7.5 MI. TO A POINT WHERE RD. CROSSES POWER LINE
 MO1305'RD., TURN RIGHT AND GO 0.3 MI. UP HILL TO TOP OF BLUFF AND STATION
 MO1305'SITE.  TABLET IS SET 30 FT. E. OF RD.
 MO1305'
 MO1305'STATION MARK--STANDARD USGS TABLET, SET IN CONCRETE POST, STAMPED
 MO1305'---4 JFM 1953---.
 MO1305'
 MO1305'REFERENCE MARKS--NONE.
 MO1305
 MO1305                          STATION RECOVERY (1999)
 MO1305
 MO1305'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO1305'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO1305'307-777-3819.  I FOUND THREE PIECES OF REBAR IN THE GROUND IN THE AREA
 MO1305'WHERE THE MARK WAS SUPPOSSE TO BE, BUT DID NOT FIND ANY TRACE OF THE
 MO1305'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0181 ***********************************************************************
 OV0181  DESIGNATION -  4 JR
 OV0181  PID         -  OV0181
 OV0181  STATE/COUNTY-  WY/FREMONT
 OV0181  USGS QUAD   -  LYSITE SE (1952)
 OV0181
 OV0181                         *CURRENT SURVEY CONTROL
 OV0181  ___________________________________________________________________
 OV0181* NAD 83(1986)-  43 17 58.     (N)    107 37 16.     (W)     SCALED    
 OV0181* NAVD 88     -      1674.519  (meters)    5493.82   (feet)  ADJUSTED  
 OV0181  ___________________________________________________________________
 OV0181  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 OV0181  DYNAMIC HT  -        1673.430 (meters)    5490.24  (feet)  COMP
 OV0181  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 OV0181
 OV0181  VERT ORDER  -  SECOND    CLASS 0
 OV0181
 OV0181.The horizontal coordinates were scaled from a topographic map and have
 OV0181.an estimated accuracy of +/- 6 seconds.
 OV0181
 OV0181.The orthometric height was determined by differential leveling
 OV0181.and adjusted by the National Geodetic Survey in June 1991..
 OV0181
 OV0181.The geoid height was determined by GEOID03.
 OV0181
 OV0181.The dynamic height is computed by dividing the NAVD 88
 OV0181.geopotential number by the normal gravity value computed on the
 OV0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0181.degrees latitude (g = 980.6199 gals.).
 OV0181
 OV0181.The modeled gravity was interpolated from observed gravity values.
 OV0181
 OV0181;                    North         East    Units  Estimated Accuracy
 OV0181;SPC WYWC     -   311,540.      691,600.      MT  (+/- 180 meters Scaled)
 OV0181
 OV0181                          SUPERSEDED SURVEY CONTROL
 OV0181
 OV0181  NGVD 29 (??/??/92) 1673.492  (m)         5490.45   (f) ADJ UNCH    2 0
 OV0181
 OV0181.Superseded values are not recommended for survey control.
 OV0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0181.See file dsdata.txt to determine how the superseded data were derived.
 OV0181
 OV0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH873974(NAD 83)
 OV0181_MARKER: DD = SURVEY DISK
 OV0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0181_STAMPING: 4 JR 1950 5490
 OV0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0181+STABILITY: SURFACE MOTION
 OV0181
 OV0181  HISTORY     - Date     Condition        Report By
 OV0181  HISTORY     - 1950     MONUMENTED       USGS
 OV0181  HISTORY     - 1966     GOOD             NGS
 OV0181
 OV0181                          STATION DESCRIPTION
 OV0181
 OV0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0181'4.65 MI NE FROM LYSITE.
 OV0181'4.65 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0181'AND QUINCY RAILROAD STATION AT LYSITE, 0.05 MILE NORTH OF A DRIVEWAY
 OV0181'WEST TO PLATTE PIPE LINE BRICK OFFICE BUILDING, 135 FEET SOUTH OF THE
 OV0181'CROSSING OF A POWER LINE, 66 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OV0181'121 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY WEST TO A HOUSE, 14
 OV0181'1/2 FEET SOUTH OF A FENCE CORNER POST, 24 FEET SOUTH OF THE SOUTH END
 OV0181'OF A STEEL GATE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET HIGHER
 OV0181'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 OV0181'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0961 ***********************************************************************
 PY0961  DESIGNATION -  4 MDC
 PY0961  PID         -  PY0961
 PY0961  STATE/COUNTY-  WY/PARK
 PY0961  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0961
 PY0961                         *CURRENT SURVEY CONTROL
 PY0961  ___________________________________________________________________
 PY0961* NAD 83(1986)-  44 42 29.     (N)    110 37 02.     (W)     SCALED    
 PY0961* NAVD 88     -      2448.148  (meters)    8031.97   (feet)  ADJUSTED  
 PY0961  ___________________________________________________________________
 PY0961  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0961  DYNAMIC HT  -        2446.599 (meters)    8026.88  (feet)  COMP
 PY0961  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 PY0961
 PY0961  VERT ORDER  -  FIRST     CLASS II
 PY0961
 PY0961.The horizontal coordinates were scaled from a topographic map and have
 PY0961.an estimated accuracy of +/- 6 seconds.
 PY0961
 PY0961.The orthometric height was determined by differential leveling
 PY0961.and adjusted by the National Geodetic Survey in June 1991..
 PY0961
 PY0961.The geoid height was determined by GEOID03.
 PY0961
 PY0961.The dynamic height is computed by dividing the NAVD 88
 PY0961.geopotential number by the normal gravity value computed on the
 PY0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0961.degrees latitude (g = 980.6199 gals.).
 PY0961
 PY0961.The modeled gravity was interpolated from observed gravity values.
 PY0961
 PY0961;                    North         East    Units  Estimated Accuracy
 PY0961;SPC WYWC     -   469,120.      452,040.      MT  (+/- 180 meters Scaled)
 PY0961
 PY0961                          SUPERSEDED SURVEY CONTROL
 PY0961
 PY0961  NGVD 29 (08/20/92) 2446.797  (m)         8027.53   (f) ADJUSTED    1 2
 PY0961
 PY0961.Superseded values are not recommended for survey control.
 PY0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0961.See file dsdata.txt to determine how the superseded data were derived.
 PY0961
 PY0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ303505(NAD 83)
 PY0961_MARKER: DB = BENCH MARK DISK
 PY0961_SETTING: 80 = SET IN A BOULDER
 PY0961_SP_SET: BOULDER
 PY0961_STAMPING: 4 MDC 1976 8027
 PY0961_MARK LOGO: USGS  
 PY0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0961+STABILITY: SURFACE MOTION
 PY0961
 PY0961  HISTORY     - Date     Condition        Report By
 PY0961  HISTORY     - 1976     MONUMENTED       USGS
 PY0961  HISTORY     - 1987     GOOD             NGS
 PY0961
 PY0961                          STATION DESCRIPTION
 PY0961
 PY0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0961'7.6 KM (4.70 MI) EAST FROM NORRIS JUNCTION.
 PY0961'7.6 KM (4.70 MI) EASTERLY ALONG CANYON VILLAGE HIGHWAY FROM THE
 PY0961'MUSEUM IN NORRIS JUNCTION, IN A 24-INCH ROUND BOULDER THAT PROJECTS
 PY0961'12-INCHES ABOVE THE GROUND SURFACE, ON THE EAST SLOPE OF A SMALL
 PY0961'ROUNDED KNOLL, 15.4 M (50.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST END
 PY0961'OF A PAVED HIGHWAY PULLOUT ON THE NORTH SIDE OF THE HIGHWAY, AND 12.7
 PY0961'M (41.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0961'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0974 ***********************************************************************
 PY0974  DESIGNATION -  4 MDC
 PY0974  PID         -  PY0974
 PY0974  STATE/COUNTY-  WY/PARK
 PY0974  USGS QUAD   -  MAMMOTH (1986)
 PY0974
 PY0974                         *CURRENT SURVEY CONTROL
 PY0974  ___________________________________________________________________
 PY0974* NAD 83(1986)-  44 58 00.     (N)    110 42 33.     (W)     SCALED    
 PY0974* NAVD 88     -      2005.698  (meters)    6580.36   (feet)  ADJUSTED  
 PY0974  ___________________________________________________________________
 PY0974  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0974  DYNAMIC HT  -        2004.634 (meters)    6576.87  (feet)  COMP
 PY0974  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 PY0974
 PY0974  VERT ORDER  -  FIRST     CLASS II
 PY0974
 PY0974.The horizontal coordinates were scaled from a topographic map and have
 PY0974.an estimated accuracy of +/- 6 seconds.
 PY0974
 PY0974.The orthometric height was determined by differential leveling
 PY0974.and adjusted by the National Geodetic Survey in June 1991..
 PY0974.WARNING-Repeat measurements at this control monument indicate possible
 PY0974.vertical movement.
 PY0974
 PY0974.The geoid height was determined by GEOID03.
 PY0974
 PY0974.The dynamic height is computed by dividing the NAVD 88
 PY0974.geopotential number by the normal gravity value computed on the
 PY0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0974.degrees latitude (g = 980.6199 gals.).
 PY0974
 PY0974.The modeled gravity was interpolated from observed gravity values.
 PY0974
 PY0974;                    North         East    Units  Estimated Accuracy
 PY0974;SPC WYWC     -   498,030.      445,450.      MT  (+/- 180 meters Scaled)
 PY0974
 PY0974                          SUPERSEDED SURVEY CONTROL
 PY0974
 PY0974  NGVD 29 (08/20/92) 2004.466  (m)         6576.32   (f) ADJUSTED    1 2
 PY0974
 PY0974.Superseded values are not recommended for survey control.
 PY0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0974.See file dsdata.txt to determine how the superseded data were derived.
 PY0974
 PY0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ229792(NAD 83)
 PY0974_MARKER: DB = BENCH MARK DISK
 PY0974_SETTING: 80 = SET IN A BOULDER
 PY0974_SP_SET: BOULDER
 PY0974_STAMPING: 4 MDC 1975 6576
 PY0974_MARK LOGO: USGS  
 PY0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0974+STABILITY: SURFACE MOTION
 PY0974
 PY0974  HISTORY     - Date     Condition        Report By
 PY0974  HISTORY     - 1975     MONUMENTED       USGS
 PY0974  HISTORY     - 1987     GOOD             NGS
 PY0974
 PY0974                          STATION DESCRIPTION
 PY0974
 PY0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0974'3.3 KM (2.05 MI) SOUTH FROM MAMMOTH HOT SPRINGS.
 PY0974'3.3 KM (2.05 MI) SOUTHERLY ALONG MAMMOTH-NORRIS HIGHWAY FROM THE POST
 PY0974'OFFICE IN MAMMOTH HOT SPRINGS, AT THE WEST BEND OF A HORSESHOE SHAPED
 PY0974'CURVE OVERLOOKING MAMMOTH TERRACE, 0.2 KM (0.10 MI) NORTH OF THE
 PY0974'INTERSECTION OF MAMMOTH TERRACE DRIVE, IN TOP OF A 3-FOOT CONE SHAPED
 PY0974'BOULDER THAT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE, 17.8 M
 PY0974'(58.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 11.3 M (37.1 FT)
 PY0974'NORTHEAST OF THE NORTH END OF A SMALL HIGHWAY PULLOUT, AND 1.0 M (3.3
 PY0974'FT) NORTHEAST OF A 20-INCH FUR TREE.
 PY0974'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1116 ***********************************************************************
 PY1116  DESIGNATION -  4 MDC
 PY1116  PID         -  PY1116
 PY1116  STATE/COUNTY-  WY/TETON
 PY1116  USGS QUAD   -  BEACH LAKE (1986)
 PY1116
 PY1116                         *CURRENT SURVEY CONTROL
 PY1116  ___________________________________________________________________
 PY1116* NAD 83(1986)-  44 30 43.     (N)    110 30 13.     (W)     SCALED    
 PY1116* NAVD 88     -      2565.541  (meters)    8417.11   (feet)  ADJUSTED  
 PY1116  ___________________________________________________________________
 PY1116  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 PY1116  DYNAMIC HT  -        2563.781 (meters)    8411.34  (feet)  COMP
 PY1116  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 PY1116
 PY1116  VERT ORDER  -  FIRST     CLASS II
 PY1116
 PY1116.The horizontal coordinates were scaled from a topographic map and have
 PY1116.an estimated accuracy of +/- 6 seconds.
 PY1116
 PY1116.The orthometric height was determined by differential leveling
 PY1116.and adjusted by the National Geodetic Survey in June 1991..
 PY1116
 PY1116.The geoid height was determined by GEOID03.
 PY1116
 PY1116.The dynamic height is computed by dividing the NAVD 88
 PY1116.geopotential number by the normal gravity value computed on the
 PY1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1116.degrees latitude (g = 980.6199 gals.).
 PY1116
 PY1116.The modeled gravity was interpolated from observed gravity values.
 PY1116
 PY1116;                    North         East    Units  Estimated Accuracy
 PY1116;SPC WY W     -   545,720.      766,580.      MT  (+/- 180 meters Scaled)
 PY1116
 PY1116                          SUPERSEDED SURVEY CONTROL
 PY1116
 PY1116.No superseded survey control is available for this station.
 PY1116
 PY1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ394288(NAD 83)
 PY1116_MARKER: DB = BENCH MARK DISK
 PY1116_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY1116_SP_SET: COPPER-CLAD STEEL ROD
 PY1116_STAMPING: 4 MDC 1977 8412
 PY1116_MARK LOGO: USGS  
 PY1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1116
 PY1116  HISTORY     - Date     Condition        Report By
 PY1116  HISTORY     - 1977     MONUMENTED       USGS
 PY1116
 PY1116                          STATION DESCRIPTION
 PY1116
 PY1116'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 PY1116'12.9 KM (8.00 MI) SOUTH FROM LAKE JUNCTION.
 PY1116'LAKE JUNCTION, 3.75 MILES SOUTH OF, ALONG THE HIGHWAY TOWARD WEST
 PY1116'THUMB, THENCE 4.25 MILES SOUTHWEST AND SOUTH ALONG AN ASPHALT AND
 PY1116'TRACK SERVICE ROAD, AT THE FIRST POLE SOUTH OF A POINT WHERE A
 PY1116'POWERLINE CROSSES FROM THE EAST TO WEST SIDE OF ROAD, 14 FEET WEST OF
 PY1116'AND ABOUT 1 FOOT HIGHER THAN CENTERLINE OF ROAD, 1 FOOT NORTHEAST OF
 PY1116'POWERPOLE, SET ON 17 FEET OF 5/8-INCH COPPER-COATED ROD DRIVEN TO
 PY1116'REFUSAL AND ENCASED IN 6-INCH DRAIN PIPE, A STANDARD TABLET STAMPED 4
 PY1116'MDC 1977 8412.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1020 ***********************************************************************
 PY1020  DESIGNATION -  4 RDS
 PY1020  PID         -  PY1020
 PY1020  STATE/COUNTY-  WY/PARK
 PY1020  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY1020
 PY1020                         *CURRENT SURVEY CONTROL
 PY1020  ___________________________________________________________________
 PY1020* NAD 83(1986)-  44 57 34.     (N)    110 33 58.     (W)     SCALED    
 PY1020* NAVD 88     -      2114.859  (meters)    6938.50   (feet)  ADJUSTED  
 PY1020  ___________________________________________________________________
 PY1020  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY1020  DYNAMIC HT  -        2113.676 (meters)    6934.62  (feet)  COMP
 PY1020  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 PY1020
 PY1020  VERT ORDER  -  FIRST     CLASS II
 PY1020
 PY1020.The horizontal coordinates were scaled from a topographic map and have
 PY1020.an estimated accuracy of +/- 6 seconds.
 PY1020
 PY1020.The orthometric height was determined by differential leveling
 PY1020.and adjusted by the National Geodetic Survey in June 1991..
 PY1020
 PY1020.The geoid height was determined by GEOID03.
 PY1020
 PY1020.The dynamic height is computed by dividing the NAVD 88
 PY1020.geopotential number by the normal gravity value computed on the
 PY1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1020.degrees latitude (g = 980.6199 gals.).
 PY1020
 PY1020.The modeled gravity was interpolated from observed gravity values.
 PY1020
 PY1020;                    North         East    Units  Estimated Accuracy
 PY1020;SPC WYWC     -   496,960.      456,710.      MT  (+/- 180 meters Scaled)
 PY1020
 PY1020                          SUPERSEDED SURVEY CONTROL
 PY1020
 PY1020  NGVD 29 (08/20/92) 2113.581  (m)         6934.31   (f) ADJUSTED    1 2
 PY1020
 PY1020.Superseded values are not recommended for survey control.
 PY1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1020.See file dsdata.txt to determine how the superseded data were derived.
 PY1020
 PY1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ342785(NAD 83)
 PY1020_MARKER: DB = BENCH MARK DISK
 PY1020_SETTING: 80 = SET IN A BOULDER
 PY1020_SP_SET: BOULDER
 PY1020_STAMPING: 4 RDS 1955 6933
 PY1020_MARK LOGO: USGS  
 PY1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1020+STABILITY: SURFACE MOTION
 PY1020
 PY1020  HISTORY     - Date     Condition        Report By
 PY1020  HISTORY     - 1955     MONUMENTED       USGS
 PY1020  HISTORY     - 1987     GOOD             NGS
 PY1020
 PY1020                          STATION DESCRIPTION
 PY1020
 PY1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1020'13.4 KM (8.35 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1020'13.4 KM (8.35 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1020'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, IN TOP OF
 PY1020'A SMALL BOULDER THAT PROJECTS 12-INCHES ABOVE THE GROUND SURFACE, AT
 PY1020'THE CREST OF A HILL, 114.0 M (374.0 FT) NORTHEAST OF THE CENTER OF A
 PY1020'SERVICE ROAD LEADING SOUTHWEST, 41.0 M (134.5 FT) NORTHEAST OF THE
 PY1020'NORTHEAST END OF A HIGHWAY PULLOUT, AND 10.4 M (34.1 FT) NORTHWEST OF
 PY1020'THE CENTERLINE OF THE HIGHWAY.
 PY1020'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0461 ***********************************************************************
 OU0461  DESIGNATION -  4 RGB
 OU0461  PID         -  OU0461
 OU0461  STATE/COUNTY-  WY/CONVERSE
 OU0461  USGS QUAD   -  FIDDLEBACK RANCH (1971)
 OU0461
 OU0461                         *CURRENT SURVEY CONTROL
 OU0461  ___________________________________________________________________
 OU0461* NAD 83(1986)-  43 28 38.     (N)    105 03 04.     (W)     SCALED    
 OU0461* NAVD 88     -      1381.370  (meters)    4532.04   (feet)  POSTED    
 OU0461  ___________________________________________________________________
 OU0461  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 OU0461  DYNAMIC HT  -        1380.650 (meters)    4529.68  (feet)  COMP
 OU0461  MODELED GRAV-     980,050.4   (mgal)                       NAVD 88
 OU0461
 OU0461  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0461
 OU0461.The horizontal coordinates were scaled from a topographic map and have
 OU0461.an estimated accuracy of +/- 6 seconds.
 OU0461
 OU0461.The orthometric height was determined by differential leveling
 OU0461.and adjusted by the National Geodetic Survey in 1992..
 OU0461.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0461.rate of 0.0 thru 1.0 mm/km.
 OU0461
 OU0461.The geoid height was determined by GEOID03.
 OU0461
 OU0461.The dynamic height is computed by dividing the NAVD 88
 OU0461.geopotential number by the normal gravity value computed on the
 OU0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0461.degrees latitude (g = 980.6199 gals.).
 OU0461
 OU0461.The modeled gravity was interpolated from observed gravity values.
 OU0461
 OU0461;                    North         East    Units  Estimated Accuracy
 OU0461;SPC WY E     -   330,680.      209,350.      MT  (+/- 180 meters Scaled)
 OU0461
 OU0461                          SUPERSEDED SURVEY CONTROL
 OU0461
 OU0461.No superseded survey control is available for this station.
 OU0461
 OU0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ958138(NAD 83)
 OU0461_MARKER: DB = BENCH MARK DISK
 OU0461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0461_SP_SET: COPPER-CLAD STEEL ROD
 OU0461_STAMPING: 4 RGB 1971
 OU0461_MARK LOGO: USGS  
 OU0461_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0461+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0461
 OU0461  HISTORY     - Date     Condition        Report By
 OU0461  HISTORY     - 1971     MONUMENTED       USGS
 OU0461
 OU0461                          STATION DESCRIPTION
 OU0461
 OU0461'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0461'FROM BILL, WYOMING, PROCEED APPOXIMATELY 21 MILES NORTHEAST ALONG
 OU0461'DULL CENTER ROAD, THENCE 4.9 MILES NORTH ALONG ROCHELLE HILLS ROAD TO
 OU0461'A T-ROAD WEST, 28 FEET EAST OF THE CENTER OF THE CATTLEGUARD, 4 FEET
 OU0461'SOUTH OF AN EAST-WEST FENCE AND WITNESS SIGN,SET IN A COPPER-CLAD
 OU0461'STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0874 ***********************************************************************
 MR0874  DESIGNATION -  4 SC
 MR0874  PID         -  MR0874
 MR0874  STATE/COUNTY-  WY/SWEETWATER
 MR0874  USGS QUAD   -  SHUTE CREEK LAKE (1980)
 MR0874
 MR0874                         *CURRENT SURVEY CONTROL
 MR0874  ___________________________________________________________________
 MR0874* NAD 83(1986)-  41 58 00.     (N)    110 12 58.     (W)     SCALED    
 MR0874* NAVD 88     -      2018.593  (meters)    6622.67   (feet)  ADJUSTED  
 MR0874  ___________________________________________________________________
 MR0874  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MR0874  DYNAMIC HT  -        2016.896 (meters)    6617.10  (feet)  COMP
 MR0874  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 MR0874
 MR0874  VERT ORDER  -  THIRD
 MR0874
 MR0874.The horizontal coordinates were scaled from a topographic map and have
 MR0874.an estimated accuracy of +/- 6 seconds.
 MR0874
 MR0874.The orthometric height was determined by differential leveling
 MR0874.and adjusted by the National Geodetic Survey in December 1993..
 MR0874
 MR0874.The geoid height was determined by GEOID03.
 MR0874
 MR0874.The dynamic height is computed by dividing the NAVD 88
 MR0874.geopotential number by the normal gravity value computed on the
 MR0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0874.degrees latitude (g = 980.6199 gals.).
 MR0874
 MR0874.The modeled gravity was interpolated from observed gravity values.
 MR0874
 MR0874;                    North         East    Units  Estimated Accuracy
 MR0874;SPC WYWC     -   163,920.      478,470.      MT  (+/- 180 meters Scaled)
 MR0874
 MR0874                          SUPERSEDED SURVEY CONTROL
 MR0874
 MR0874.No superseded survey control is available for this station.
 MR0874
 MR0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM649463(NAD 83)
 MR0874_MARKER: DB = BENCH MARK DISK
 MR0874_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0874_SP_SET: COPPER-CLAD STEEL ROD
 MR0874_STAMPING: 4 SC 1969
 MR0874_MARK LOGO: USGS  
 MR0874_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0874+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0874
 MR0874  HISTORY     - Date     Condition        Report By
 MR0874  HISTORY     - 1969     MONUMENTED       USGS
 MR0874
 MR0874                          STATION DESCRIPTION
 MR0874
 MR0874'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0874'FROM KEMMERER, WYOMING POST OFFICE, PROCEED 23.9 MILES NORTHEASTERLY
 MR0874'ALONG U S HIGHWAY 189 TO A JUNCTION WITH A HIGHWAY LEADING TO
 MR0874'FONTENELLE, 152 FEET NORTHERLY AND PERPENDICULAR OF THE CENRTERLINE
 MR0874'OF HIGHWAY 189, 30 FEET NORTHEASTERLY FROM THE EXTENDED CENTERLINE OF
 MR0874'THE HIGHWAY TO FONTENELLE AND PARALLEL TO HIGHWAY 189, ENCASED IN AN
 MR0874'8 INCH TILE AND NEAR A STEEL FENCE POST AND SIGN, SET IN A
 MR0874'COPPER-CLAD STEEL ROD DRIVEN 7.5 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0493 ***********************************************************************
 OU0493  DESIGNATION -  4 SJS
 OU0493  PID         -  OU0493
 OU0493  STATE/COUNTY-  WY/CONVERSE
 OU0493  USGS QUAD   -  IRETON DRAW (1970)
 OU0493
 OU0493                         *CURRENT SURVEY CONTROL
 OU0493  ___________________________________________________________________
 OU0493* NAD 83(1986)-  43 13 56.     (N)    105 08 18.     (W)     SCALED    
 OU0493* NAVD 88     -      1428.565  (meters)    4686.88   (feet)  ADJUSTED  
 OU0493  ___________________________________________________________________
 OU0493  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 OU0493  DYNAMIC HT  -        1427.778 (meters)    4684.30  (feet)  COMP
 OU0493  MODELED GRAV-     980,019.0   (mgal)                       NAVD 88
 OU0493
 OU0493  VERT ORDER  -  THIRD
 OU0493
 OU0493.The horizontal coordinates were scaled from a topographic map and have
 OU0493.an estimated accuracy of +/- 6 seconds.
 OU0493
 OU0493.The orthometric height was determined by differential leveling
 OU0493.and adjusted by the National Geodetic Survey in December 1993..
 OU0493
 OU0493.The geoid height was determined by GEOID03.
 OU0493
 OU0493.The dynamic height is computed by dividing the NAVD 88
 OU0493.geopotential number by the normal gravity value computed on the
 OU0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0493.degrees latitude (g = 980.6199 gals.).
 OU0493
 OU0493.The modeled gravity was interpolated from observed gravity values.
 OU0493
 OU0493;                    North         East    Units  Estimated Accuracy
 OU0493;SPC WY E     -   303,450.      202,300.      MT  (+/- 180 meters Scaled)
 OU0493
 OU0493                          SUPERSEDED SURVEY CONTROL
 OU0493
 OU0493.No superseded survey control is available for this station.
 OU0493
 OU0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH887866(NAD 83)
 OU0493_MARKER: DB = BENCH MARK DISK
 OU0493_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0493+WITH SETTING: INFORMATION.
 OU0493_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0493_STAMPING: 4 SJS 1970
 OU0493_MARK LOGO: USGS  
 OU0493_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0493
 OU0493  HISTORY     - Date     Condition        Report By
 OU0493  HISTORY     - 1970     MONUMENTED       USGS
 OU0493
 OU0493                          STATION DESCRIPTION
 OU0493
 OU0493'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0493'FROM BILL, WY, PROCEED 5.96 MILES (9.59 KM) EAST ALONG ROAD TO THE
 OU0493'KETELSEN RANCH, NEAR THE SOUTHWEST CORNER OF S.27, T.38 N, R.69 W.,
 OU0493'30 FEET (9.1 M) NORTH OF THE CENTERLINE OF THE ROAD AT A FENCE
 OU0493'CROSSING, 1 FOOT (0.3 M) WEST AND 1 FOOT (0.3 M) SOUTH OF A FENCE
 OU0493'CORNER, ENCASED BY A 6-INCH WHITE PLASTIC PIPE, PROJECTING 0.4 FOOT,
 OU0493'AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0338 ***********************************************************************
 NS0338  DESIGNATION -  4 TET
 NS0338  PID         -  NS0338
 NS0338  STATE/COUNTY-  WY/SWEETWATER
 NS0338  USGS QUAD   -  FOURMILE KNOLL (1980)
 NS0338
 NS0338                         *CURRENT SURVEY CONTROL
 NS0338  ___________________________________________________________________
 NS0338* NAD 83(1986)-  42 09 42.     (N)    109 33 59.     (W)     SCALED    
 NS0338* NAVD 88     -      2032.180  (meters)    6667.24   (feet)  ADJUSTED  
 NS0338  ___________________________________________________________________
 NS0338  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 NS0338  DYNAMIC HT  -        2030.475 (meters)    6661.65  (feet)  COMP
 NS0338  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 NS0338
 NS0338  VERT ORDER  -  THIRD
 NS0338
 NS0338.The horizontal coordinates were scaled from a topographic map and have
 NS0338.an estimated accuracy of +/- 6 seconds.
 NS0338
 NS0338.The orthometric height was determined by differential leveling
 NS0338.and adjusted by the National Geodetic Survey in December 1993..
 NS0338
 NS0338.The geoid height was determined by GEOID03.
 NS0338
 NS0338.The dynamic height is computed by dividing the NAVD 88
 NS0338.geopotential number by the normal gravity value computed on the
 NS0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0338.degrees latitude (g = 980.6199 gals.).
 NS0338
 NS0338.The modeled gravity was interpolated from observed gravity values.
 NS0338
 NS0338;                    North         East    Units  Estimated Accuracy
 NS0338;SPC WYWC     -   184,860.      532,540.      MT  (+/- 180 meters Scaled)
 NS0338
 NS0338                          SUPERSEDED SURVEY CONTROL
 NS0338
 NS0338  NGVD 29 (??/??/92) 2030.90   (m)         6663.0    (f) COMPUTED    3 0
 NS0338
 NS0338.Superseded values are not recommended for survey control.
 NS0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0338.See file dsdata.txt to determine how the superseded data were derived.
 NS0338
 NS0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM184687(NAD 83)
 NS0338_MARKER: DB = BENCH MARK DISK
 NS0338_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0338_SP_SET: COPPER-CLAD STEEL ROD
 NS0338_STAMPING: 4 TET 1968
 NS0338_MARK LOGO: USGS  
 NS0338_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0338+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0338
 NS0338  HISTORY     - Date     Condition        Report By
 NS0338  HISTORY     - 1968     MONUMENTED       USGS
 NS0338
 NS0338                          STATION DESCRIPTION
 NS0338
 NS0338'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0338'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0338'5.6 MILES NORTHWEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD NUMBER
 NS0338'4242) NEAR THE SOUTHEAST 1/4 CORNER OF SECTION 9/TOWNSHIP 25
 NS0338'NORTH/RANGE 107 WEST, 35 FEET NORTH OF THE ROAD, SET IN A COPPER-CLAD
 NS0338'STEEL AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0438 ***********************************************************************
 MO0438  DESIGNATION -  4 WEW
 MO0438  PID         -  MO0438
 MO0438  STATE/COUNTY-  WY/LARAMIE
 MO0438  USGS QUAD   -  FARTHING (1978)
 MO0438
 MO0438                         *CURRENT SURVEY CONTROL
 MO0438  ___________________________________________________________________
 MO0438* NAD 83(1986)-  41 33 50.     (N)    105 13 32.     (W)     SCALED    
 MO0438* NAVD 88     -      1924.200  (meters)    6312.98   (feet)  ADJUSTED  
 MO0438  ___________________________________________________________________
 MO0438  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 MO0438  DYNAMIC HT  -        1922.629 (meters)    6307.83  (feet)  COMP
 MO0438  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 MO0438
 MO0438  VERT ORDER  -  SECOND    CLASS 0
 MO0438
 MO0438.The horizontal coordinates were scaled from a topographic map and have
 MO0438.an estimated accuracy of +/- 6 seconds.
 MO0438
 MO0438.The orthometric height was determined by differential leveling
 MO0438.and adjusted by the National Geodetic Survey in June 1991..
 MO0438
 MO0438.The geoid height was determined by GEOID03.
 MO0438
 MO0438.The dynamic height is computed by dividing the NAVD 88
 MO0438.geopotential number by the normal gravity value computed on the
 MO0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0438.degrees latitude (g = 980.6199 gals.).
 MO0438
 MO0438.The modeled gravity was interpolated from observed gravity values.
 MO0438
 MO0438;                    North         East    Units  Estimated Accuracy
 MO0438;SPC WY E     -   118,140.      195,090.      MT  (+/- 180 meters Scaled)
 MO0438
 MO0438                          SUPERSEDED SURVEY CONTROL
 MO0438
 MO0438  NGVD 29 (??/??/92) 1923.205  (m)         6309.72   (f) ADJ UNCH    2 0
 MO0438
 MO0438.Superseded values are not recommended for survey control.
 MO0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0438.See file dsdata.txt to determine how the superseded data were derived.
 MO0438
 MO0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG811013(NAD 83)
 MO0438_MARKER: DD = SURVEY DISK
 MO0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0438_STAMPING: 4 WEW 1953 6310
 MO0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0438+STABILITY: SURFACE MOTION
 MO0438
 MO0438  HISTORY     - Date     Condition        Report By
 MO0438  HISTORY     - 1953     MONUMENTED       USGS
 MO0438  HISTORY     - 1966     GOOD             NGS
 MO0438
 MO0438                          STATION DESCRIPTION
 MO0438
 MO0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0438'1.4 MI NW FROM FARTHING.
 MO0438'1.45 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0438'AND SOUTHERN RAILROAD STATION AT FARTHING, AT THE JUNCTION OF
 MO0438'A DIRT ROAD WEST, 90 FEET SOUTHWEST AND ACROSS THE ROAD WEST
 MO0438'FROM THE CENTER LINE OF THE ROAD, 28 1/2 FEET SOUTH OF THE
 MO0438'CENTER LINE OF THE ROAD WEST, 149 FEET WEST OF THE SOUTHWEST
 MO0438'CORNER OF A STEEL CATTLEGUARD, 285 FEET SOUTH-SOUTHEAST OF THE
 MO0438'CENTER OF THE WEST END OF A 48-INCH PIPE CULVERT, 3 1/2
 MO0438'FEET WEST OF AN OLD FENCE ALIGNMENT, 3.6 FEET EAST OF A WITNESS
 MO0438'POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP
 MO0438'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0018 ***********************************************************************
 OU0018  DESIGNATION -  4 WWF
 OU0018  PID         -  OU0018
 OU0018  STATE/COUNTY-  WY/WESTON
 OU0018  USGS QUAD   -  DEWEY (1951)
 OU0018
 OU0018                         *CURRENT SURVEY CONTROL
 OU0018  ___________________________________________________________________
 OU0018* NAD 83(1986)-  43 35 49.     (N)    104 04 22.     (W)     SCALED    
 OU0018* NAVD 88     -      1169.155  (meters)    3835.80   (feet)  ADJUSTED  
 OU0018  ___________________________________________________________________
 OU0018  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 OU0018  DYNAMIC HT  -        1168.671 (meters)    3834.21  (feet)  COMP
 OU0018  MODELED GRAV-     980,163.7   (mgal)                       NAVD 88
 OU0018
 OU0018  VERT ORDER  -  FIRST     CLASS II
 OU0018
 OU0018.The horizontal coordinates were scaled from a topographic map and have
 OU0018.an estimated accuracy of +/- 6 seconds.
 OU0018
 OU0018.The orthometric height was determined by differential leveling
 OU0018.and adjusted by the National Geodetic Survey in June 1991..
 OU0018
 OU0018.The geoid height was determined by GEOID03.
 OU0018
 OU0018.The dynamic height is computed by dividing the NAVD 88
 OU0018.geopotential number by the normal gravity value computed on the
 OU0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0018.degrees latitude (g = 980.6199 gals.).
 OU0018
 OU0018.The modeled gravity was interpolated from observed gravity values.
 OU0018
 OU0018;                    North         East    Units  Estimated Accuracy
 OU0018;SPC WY E     -   344,550.      288,320.      MT  (+/- 180 meters Scaled)
 OU0018
 OU0018                          SUPERSEDED SURVEY CONTROL
 OU0018
 OU0018  NGVD 29 (??/??/92) 1168.575  (m)         3833.90   (f) ADJ UNCH    1 2
 OU0018
 OU0018.Superseded values are not recommended for survey control.
 OU0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0018.See file dsdata.txt to determine how the superseded data were derived.
 OU0018
 OU0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ748275(NAD 83)
 OU0018_MARKER: DD = SURVEY DISK
 OU0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0018_STAMPING: 4 WWF 1949 3834
 OU0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0018+STABILITY: SURFACE MOTION
 OU0018
 OU0018  HISTORY     - Date     Condition        Report By
 OU0018  HISTORY     - 1949     MONUMENTED       USGS
 OU0018  HISTORY     - 1957     GOOD             NGS
 OU0018
 OU0018                          STATION DESCRIPTION
 OU0018
 OU0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0018'20 MI SE FROM NEWCASTLE.
 OU0018'ABOUT 19.95 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0018'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 28,
 OU0018'T. 42 N., R. 60 W., 59 FEET SOUTH-SOUTHEAST OF THE 11TH POLE
 OU0018'SOUTH OF MILEPOST 501, 98 FEET EAST OF THE EAST RAIL, 107 FEET
 OU0018'EAST-SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 25 FEET
 OU0018'SOUTH OF THE CENTER OF A GATE, 1 1/2 FEET EAST OF THE FENCE
 OU0018'LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 OU0018'LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 OU0018'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0291 ***********************************************************************
 MP0291  DESIGNATION -  40 A
 MP0291  PID         -  MP0291
 MP0291  STATE/COUNTY-  WY/CARBON
 MP0291  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0291
 MP0291                         *CURRENT SURVEY CONTROL
 MP0291  ___________________________________________________________________
 MP0291* NAD 83(1986)-  41 01 06.     (N)    107 20 07.     (W)     SCALED    
 MP0291* NAVD 88     -      2082.356  (meters)    6831.86   (feet)  ADJUSTED  
 MP0291  ___________________________________________________________________
 MP0291  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 MP0291  DYNAMIC HT  -        2080.445 (meters)    6825.59  (feet)  COMP
 MP0291  MODELED GRAV-     979,631.7   (mgal)                       NAVD 88
 MP0291
 MP0291  VERT ORDER  -  SECOND    CLASS 0
 MP0291
 MP0291.The horizontal coordinates were scaled from a topographic map and have
 MP0291.an estimated accuracy of +/- 6 seconds.
 MP0291
 MP0291.The orthometric height was determined by differential leveling
 MP0291.and adjusted by the National Geodetic Survey in June 1991..
 MP0291
 MP0291.The geoid height was determined by GEOID03.
 MP0291
 MP0291.The dynamic height is computed by dividing the NAVD 88
 MP0291.geopotential number by the normal gravity value computed on the
 MP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0291.degrees latitude (g = 980.6199 gals.).
 MP0291
 MP0291.The modeled gravity was interpolated from observed gravity values.
 MP0291
 MP0291;                    North         East    Units  Estimated Accuracy
 MP0291;SPC WYEC     -   157,560.      399,840.      MT  (+/- 180 meters Scaled)
 MP0291
 MP0291                          SUPERSEDED SURVEY CONTROL
 MP0291
 MP0291  NGVD 29 (??/??/92) 2081.149  (m)         6827.90   (f) ADJ UNCH    2 0
 MP0291
 MP0291.Superseded values are not recommended for survey control.
 MP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0291.See file dsdata.txt to determine how the superseded data were derived.
 MP0291
 MP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF036434(NAD 83)
 MP0291_MARKER: DD = SURVEY DISK
 MP0291_SETTING: 80 = SET IN A BOULDER
 MP0291_SP_SET: BOULDER
 MP0291_STAMPING: 40 A 1931
 MP0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0291+STABILITY: SURFACE MOTION
 MP0291
 MP0291  HISTORY     - Date     Condition        Report By
 MP0291  HISTORY     - 1931     MONUMENTED       USGS
 MP0291
 MP0291                          STATION DESCRIPTION
 MP0291
 MP0291'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 MP0291'2.7 MI NE FROM SLATER, CO.
 MP0291'IN CARBON COUNTY, WYOMING, 2.7 MILES NORTHEAST ALONG THE ENCAMPMENT
 MP0291'ROAD FROM SLATER, MOFFAT COUNTY, COLORADO, NEAR THE CORNER COMMON TO
 MP0291'SECTIONS 7, 12, 13, AND 18, T 12 N, R 88 AND 89 W, ON THE SUMMIT OF A
 MP0291'HILL, ON THE OUTSIDE OF A CURVE, IN A GAP ON THE DIVIDE BETWEEN TWO
 MP0291'SMALL CREEKS, ON THE CREST OF A RIDGE NORTH OF THE ROAD, AT A LAVA
 MP0291'ROCK OUTCROP, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN THE TOP
 MP0291'OF A 5- BY 3- BY 4-FOOT BOULDER, AND ABOUT 4 FEET HIGHER THAN THE
 MP0291'ROAD.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 40 A 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0479 ***********************************************************************
 OV0479  DESIGNATION -  40 ARD
 OV0479  PID         -  OV0479
 OV0479  STATE/COUNTY-  WY/NATRONA
 OV0479  USGS QUAD   -  BROKEN HORN CREEK (1968)
 OV0479
 OV0479                         *CURRENT SURVEY CONTROL
 OV0479  ___________________________________________________________________
 OV0479* NAD 83(1986)-  43 29 57.     (N)    106 41 40.     (W)     SCALED    
 OV0479* NAVD 88     -      1516.088  (meters)    4974.03   (feet)  POSTED    
 OV0479  ___________________________________________________________________
 OV0479  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 OV0479  DYNAMIC HT  -        1515.280 (meters)    4971.38  (feet)  COMP
 OV0479  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 OV0479
 OV0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0479
 OV0479.The horizontal coordinates were scaled from a topographic map and have
 OV0479.an estimated accuracy of +/- 6 seconds.
 OV0479
 OV0479.The orthometric height was determined by differential leveling
 OV0479.and adjusted by the National Geodetic Survey in 1992..
 OV0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0479.rate of 0.0 thru 1.0 mm/km.
 OV0479
 OV0479.The geoid height was determined by GEOID03.
 OV0479
 OV0479.The dynamic height is computed by dividing the NAVD 88
 OV0479.geopotential number by the normal gravity value computed on the
 OV0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0479.degrees latitude (g = 980.6199 gals.).
 OV0479
 OV0479.The modeled gravity was interpolated from observed gravity values.
 OV0479
 OV0479;                    North         East    Units  Estimated Accuracy
 OV0479;SPC WYEC     -   433,310.      451,670.      MT  (+/- 180 meters Scaled)
 OV0479
 OV0479                          SUPERSEDED SURVEY CONTROL
 OV0479
 OV0479.No superseded survey control is available for this station.
 OV0479
 OV0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ630176(NAD 83)
 OV0479_MARKER: DB = BENCH MARK DISK
 OV0479_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0479_SP_SET: COPPER-CLAD STEEL ROD
 OV0479_STAMPING: 40 ARD 1968
 OV0479_MARK LOGO: USGS  
 OV0479_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0479+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0479
 OV0479  HISTORY     - Date     Condition        Report By
 OV0479  HISTORY     - 1968     MONUMENTED       USGS
 OV0479
 OV0479                          STATION DESCRIPTION
 OV0479
 OV0479'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0479'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTHEAST OF LONG OLD U.S.
 OV0479'HIGHWAY 87 AND INTERSTATE 25, THENCE 13.8 MILES SOUTH ALONG TTT RANCH
 OV0479'ROAD (LONE BEAR ROAD), 1.3 MILES NORTH OF WILLOW CREEK, AT A
 OV0479'CATTLEGUARD IN THE FENCE EAST, 22 FEET SOUTH AND 30 FEET WEST OF AND
 OV0479'0.2 FEET LOWER THAN THE CATTLEGUARD, 1 FOOT EAST OF THE FENCE AND
 OV0479'WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD PROJECTING .02 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0709 ***********************************************************************
 PY0709  DESIGNATION -  40 MDC
 PY0709  PID         -  PY0709
 PY0709  STATE/COUNTY-  WY/TETON
 PY0709  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0709
 PY0709                         *CURRENT SURVEY CONTROL
 PY0709  ___________________________________________________________________
 PY0709* NAD 83(1986)-  44 37 54.     (N)    110 51 29.     (W)     SCALED    
 PY0709* NAVD 88     -      2144.595  (meters)    7036.06   (feet)  ADJUSTED  
 PY0709  ___________________________________________________________________
 PY0709  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY0709  DYNAMIC HT  -        2143.309 (meters)    7031.84  (feet)  COMP
 PY0709  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 PY0709
 PY0709  VERT ORDER  -  FIRST     CLASS II
 PY0709
 PY0709.The horizontal coordinates were scaled from a topographic map and have
 PY0709.an estimated accuracy of +/- 6 seconds.
 PY0709
 PY0709.The orthometric height was determined by differential leveling
 PY0709.and adjusted by the National Geodetic Survey in June 1991..
 PY0709
 PY0709.The geoid height was determined by GEOID03.
 PY0709
 PY0709.The dynamic height is computed by dividing the NAVD 88
 PY0709.geopotential number by the normal gravity value computed on the
 PY0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0709.degrees latitude (g = 980.6199 gals.).
 PY0709
 PY0709.The modeled gravity was interpolated from observed gravity values.
 PY0709
 PY0709;                    North         East    Units  Estimated Accuracy
 PY0709;SPC WY W     -   559,230.      738,530.      MT  (+/- 180 meters Scaled)
 PY0709
 PY0709                          SUPERSEDED SURVEY CONTROL
 PY0709
 PY0709  NGVD 29 (08/20/92) 2143.302  (m)         7031.82   (f) ADJUSTED    1 2
 PY0709
 PY0709.Superseded values are not recommended for survey control.
 PY0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0709.See file dsdata.txt to determine how the superseded data were derived.
 PY0709
 PY0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ112420(NAD 83)
 PY0709_MARKER: DB = BENCH MARK DISK
 PY0709_SETTING: 66 = SET IN ROCK OUTCROP
 PY0709_SP_SET: BEDROCK
 PY0709_STAMPING: 40 MDC 1976 7031
 PY0709_MARK LOGO: USGS  
 PY0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0709+STABILITY: POSITION/ELEVATION WELL
 PY0709
 PY0709  HISTORY     - Date     Condition        Report By
 PY0709  HISTORY     - 1976     MONUMENTED       USGS
 PY0709  HISTORY     - 1983     GOOD             NGS
 PY0709  HISTORY     - 1987     GOOD             NGS
 PY0709
 PY0709                          STATION DESCRIPTION
 PY0709
 PY0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0709'1.65 KM (1.0 MI) SOUTH FROM MADISON JUNCTION.
 PY0709'1.65 KM (1.0 MI) SOUTHERLY ALONG OLD FAITHFUL HIGHWAY FROM ITS
 PY0709'JUNCTION WITH MADISON JUNCTION HIGHWAY AT MADISON JUNCTION, ACROSS A
 PY0709'DEEP DITCH FROM THE NORTH END OF A TURN OFF, SET IN A 3 BY 3 FT
 PY0709'BOULDER THAT PROJECT 1 FOOT ABOVE THE GROUND, 21.9 METERS (72.0 FT)
 PY0709'WEST OF THE CENTER OF THE HIGHWAY, 6.6 METERS (21.8 FT) NORTHEAST OF A
 PY0709'DOUBLE TRUNK PINE TREE,, AND 1.7 METERS (5.5 FT) WEST OF A 6-INCH PINE
 PY0709'TREE.
 PY0709'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PY0709
 PY0709                          STATION RECOVERY (1987)
 PY0709
 PY0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0709'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.2 KM
 PY0709'(1.35 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY FROM
 PY0709'ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN
 PY0709'MADISON JUNCTION, ON TOP OF AN 8 BY 10 FOOT EXPOSED AREA OF BEDROCK
 PY0709'AT THE NORTH END OF A PAVED HIGHWAY PULLOUT, AND 20.4 M (66.9 FT)
 PY0709'WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0709'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0742 ***********************************************************************
 NQ0742  DESIGNATION -  40 SJS
 NQ0742  PID         -  NQ0742
 NQ0742  STATE/COUNTY-  WY/CONVERSE
 NQ0742  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0742
 NQ0742                         *CURRENT SURVEY CONTROL
 NQ0742  ___________________________________________________________________
 NQ0742* NAD 83(1986)-  42 47 49.     (N)    104 56 22.     (W)     SCALED    
 NQ0742* NAVD 88     -      1584.169  (meters)    5197.39   (feet)  ADJUSTED  
 NQ0742  ___________________________________________________________________
 NQ0742  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NQ0742  DYNAMIC HT  -        1583.232 (meters)    5194.32  (feet)  COMP
 NQ0742  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 NQ0742
 NQ0742  VERT ORDER  -  THIRD
 NQ0742
 NQ0742.The horizontal coordinates were scaled from a topographic map and have
 NQ0742.an estimated accuracy of +/- 6 seconds.
 NQ0742
 NQ0742.The orthometric height was determined by differential leveling
 NQ0742.and adjusted by the National Geodetic Survey in December 1993..
 NQ0742
 NQ0742.The geoid height was determined by GEOID03.
 NQ0742
 NQ0742.The dynamic height is computed by dividing the NAVD 88
 NQ0742.geopotential number by the normal gravity value computed on the
 NQ0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0742.degrees latitude (g = 980.6199 gals.).
 NQ0742
 NQ0742.The modeled gravity was interpolated from observed gravity values.
 NQ0742
 NQ0742;                    North         East    Units  Estimated Accuracy
 NQ0742;SPC WY E     -   255,120.      218,590.      MT  (+/- 180 meters Scaled)
 NQ0742
 NQ0742                          SUPERSEDED SURVEY CONTROL
 NQ0742
 NQ0742.No superseded survey control is available for this station.
 NQ0742
 NQ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH049382(NAD 83)
 NQ0742_MARKER: DB = BENCH MARK DISK
 NQ0742_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0742+WITH SETTING: INFORMATION.
 NQ0742_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0742_STAMPING: 40 SJS 1970
 NQ0742_MARK LOGO: USGS  
 NQ0742_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0742
 NQ0742  HISTORY     - Date     Condition        Report By
 NQ0742  HISTORY     - 1970     MONUMENTED       USGS
 NQ0742
 NQ0742                          STATION DESCRIPTION
 NQ0742
 NQ0742'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0742'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 2.7 MILES (4.3 KM)
 NQ0742'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, NEAR THE
 NQ0742'NORTHEAST CORNER OF S.31, T.33 N., R.67 W., 99 FEET (30.2 M) SOUTH
 NQ0742'ALONG THE COUNTY ROAD FROM A ROAD FORK WEST, 27 FEET (8.2 M) WEST
 NQ0742'FROM A CATTLEGUARD, 1 FOOT (0.3 M) SOUTH AND 1 FOOT (0.3 M) EAST OF A
 NQ0742'FENCE CORNER, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, AND SET ON A
 NQ0742'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0267 ***********************************************************************
 PW0267  DESIGNATION -  4000.77
 PW0267  PID         -  PW0267
 PW0267  STATE/COUNTY-  WY/SHERIDAN
 PW0267  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0267
 PW0267                         *CURRENT SURVEY CONTROL
 PW0267  ___________________________________________________________________
 PW0267* NAD 83(1986)-  44 52 02.     (N)    107 16 13.     (W)     SCALED    
 PW0267* NAVD 88     -      1219.776  (meters)    4001.88   (feet)  ADJUSTED  
 PW0267  ___________________________________________________________________
 PW0267  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 PW0267  DYNAMIC HT  -        1219.319 (meters)    4000.38  (feet)  COMP
 PW0267  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 PW0267
 PW0267  VERT ORDER  -  SECOND    CLASS 0
 PW0267
 PW0267.The horizontal coordinates were scaled from a topographic map and have
 PW0267.an estimated accuracy of +/- 6 seconds.
 PW0267
 PW0267.The orthometric height was determined by differential leveling
 PW0267.and adjusted by the National Geodetic Survey in June 1991..
 PW0267
 PW0267.The geoid height was determined by GEOID03.
 PW0267
 PW0267.The dynamic height is computed by dividing the NAVD 88
 PW0267.geopotential number by the normal gravity value computed on the
 PW0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0267.degrees latitude (g = 980.6199 gals.).
 PW0267
 PW0267.The modeled gravity was interpolated from observed gravity values.
 PW0267
 PW0267;                    North         East    Units  Estimated Accuracy
 PW0267;SPC WYEC     -   585,110.      404,980.      MT  (+/- 180 meters Scaled)
 PW0267
 PW0267                          SUPERSEDED SURVEY CONTROL
 PW0267
 PW0267  NGVD 29 (??/??/92) 1218.998  (m)         3999.33   (f) ADJ UNCH    2 0
 PW0267
 PW0267.Superseded values are not recommended for survey control.
 PW0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0267.See file dsdata.txt to determine how the superseded data were derived.
 PW0267
 PW0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK206707(NAD 83)
 PW0267_MARKER: DD = SURVEY DISK
 PW0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0267_SP_SET: CULVERT
 PW0267_STAMPING: 4000.77 62
 PW0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0267
 PW0267  HISTORY     - Date     Condition        Report By
 PW0267  HISTORY     - UNK      MONUMENTED       BPR
 PW0267  HISTORY     - 1966     GOOD             NGS
 PW0267
 PW0267                          STATION DESCRIPTION
 PW0267
 PW0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0267'1.0 MI SW FROM DAYTON.
 PW0267'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0267'DAYTON, 0.1 MILE SOUTHWEST OF THE CROSSING OF A SMALL CANAL, NEAR THE
 PW0267'SOUTHWEST END OF A CUT, IN THE TOP OF THE CENTER OF THE SOUTHEAST
 PW0267'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 26 1/2 FEET SOUTHEAST OF
 PW0267'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 PW0267'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0081 ***********************************************************************
 OU0081  DESIGNATION -  4006
 OU0081  PID         -  OU0081
 OU0081  STATE/COUNTY-  WY/WESTON
 OU0081  USGS QUAD   -  OSAGE SE (1979)
 OU0081
 OU0081                         *CURRENT SURVEY CONTROL
 OU0081  ___________________________________________________________________
 OU0081* NAD 83(1986)-  43 48 54.     (N)    104 17 22.     (W)     SCALED    
 OU0081* NAVD 88     -      1222.366  (meters)    4010.38   (feet)  ADJUSTED  
 OU0081  ___________________________________________________________________
 OU0081  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 OU0081  DYNAMIC HT  -        1221.831 (meters)    4008.62  (feet)  COMP
 OU0081  MODELED GRAV-     980,138.6   (mgal)                       NAVD 88
 OU0081
 OU0081  VERT ORDER  -  FIRST     CLASS II
 OU0081
 OU0081.The horizontal coordinates were scaled from a topographic map and have
 OU0081.an estimated accuracy of +/- 6 seconds.
 OU0081
 OU0081.The orthometric height was determined by differential leveling
 OU0081.and adjusted by the National Geodetic Survey in June 1991..
 OU0081
 OU0081.The geoid height was determined by GEOID03.
 OU0081
 OU0081.The dynamic height is computed by dividing the NAVD 88
 OU0081.geopotential number by the normal gravity value computed on the
 OU0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0081.degrees latitude (g = 980.6199 gals.).
 OU0081
 OU0081.The modeled gravity was interpolated from observed gravity values.
 OU0081
 OU0081;                    North         East    Units  Estimated Accuracy
 OU0081;SPC WY E     -   368,570.      270,570.      MT  (+/- 180 meters Scaled)
 OU0081
 OU0081                          SUPERSEDED SURVEY CONTROL
 OU0081
 OU0081  NGVD 29 (??/??/92) 1221.720  (m)         4008.26   (f) ADJ UNCH    1 2
 OU0081
 OU0081.Superseded values are not recommended for survey control.
 OU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0081.See file dsdata.txt to determine how the superseded data were derived.
 OU0081
 OU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ571515(NAD 83)
 OU0081_MARKER: P = PIPE CAP
 OU0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0081_STAMPING: 4006 DW
 OU0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0081+STABILITY: SURFACE MOTION
 OU0081
 OU0081  HISTORY     - Date     Condition        Report By
 OU0081  HISTORY     - UNK      MONUMENTED       USGS
 OU0081  HISTORY     - 1957     GOOD             NGS
 OU0081
 OU0081                          STATION DESCRIPTION
 OU0081
 OU0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0081'5.6 MI SW FROM NEWCASTLE.
 OU0081'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 16 FROM THE CROSSING
 OU0081'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT NEWCASTLE, THENCE
 OU0081'3.5 MILES SOUTHWEST ALONG A ROAD, IN SECTION 10, T.44 N., R.62 W.,
 OU0081'0.5 MILE NORTHWEST OF A RANCH HOUSE, 0.2 MILE NORTH-NORTHEAST OF A
 OU0081'GROUP OF OIL STORAGE TANKS, 320 FEET EAST OF THE CENTER LINE OF A
 OU0081'ROAD SOUTH TO THE OIL TANKS, 20 FEET SOUTH OF THE CENTER LINE OF
 OU0081'THE ROAD, 2 FEET NORTH OF THE FENCE LINE, 1 1/2 FEET WEST OF A
 OU0081'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, A CAP ON
 OU0081'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0532 ***********************************************************************
 PV0532  DESIGNATION -  4008=BLACKBANKS
 PV0532  PID         -  PV0532
 PV0532  STATE/COUNTY-  WY/CROOK
 PV0532  USGS QUAD   -  MOULTON CREEK (1984)
 PV0532
 PV0532                         *CURRENT SURVEY CONTROL
 PV0532  ___________________________________________________________________
 PV0532* NAD 83(1993)-  44 56 15.50818(N)    104 53 02.48850(W)     ADJUSTED  
 PV0532* NAVD 88     -      1223.07   (+/-2cm)    4012.7    (feet)  VERTCON   
 PV0532  ___________________________________________________________________
 PV0532  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 PV0532  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0532  OBS GRAVITY -     980,278.8   (mgal)                       GRAV_OBS
 PV0532
 PV0532  HORZ ORDER  -  FIRST
 PV0532  VERT ORDER  -  THIRD ? (See Below)
 PV0532
 PV0532.The horizontal coordinates were established by classical geodetic methods
 PV0532.and adjusted by the National Geodetic Survey in January 1997..
 PV0532
 PV0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0532.The vertical order pertains to the NGVD 29 superseded value.
 PV0532
 PV0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0532
 PV0532.The geoid height was determined by GEOID03.
 PV0532.The observed gravity was obtained from relative gravimeter ties
 PV0532.to the IGSN71 gravity network.
 PV0532
 PV0532;                    North         East     Units Scale Factor Converg.
 PV0532;SPC WY E     -   492,973.671   222,308.200   MT  0.99994362   +0 11 58.7
 PV0532;SPC MT       -    87,167.627   964,152.591   MT  1.00003800   +3 22 35.8
 PV0532;SPC MT       -   285,983.03  3,163,230.29   iFT  1.00003800   +3 22 35.8
 PV0532;UTM  13      - 4,976,029.703   509,150.546   MT  0.99960103   +0 04 54.9
 PV0532
 PV0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0532!SPC WY E     -   0.99981051  x   0.99994362  =   0.99975414
 PV0532!SPC MT       -   0.99981051  x   1.00003800  =   0.99984850
 PV0532!UTM  13      -   0.99981051  x   0.99960103  =   0.99941162
 PV0532
 PV0532|---------------------------------------------------------------------|
 PV0532| PID    Reference Object                     Distance      Geod. Az  |
 PV0532|                                                           dddmmss.s |
 PV0532| CP9670 BLACKBANKS RM 1                       6.092 METERS 01130     |
 PV0532| CP9671 BLACKBANKS RM 2                       7.519 METERS 28337     |
 PV0532| CP9669 BLACKBANKS AZ MK                                   3093721.1 |
 PV0532|---------------------------------------------------------------------|
 PV0532
 PV0532                          SUPERSEDED SURVEY CONTROL
 PV0532
 PV0532  NAD 83(1986)-  44 56 15.49420(N)    104 53 02.47294(W) AD(       ) 1
 PV0532  NAD 27      -  44 56 15.54800(N)    104 53 00.56800(W) AD(       ) 1
 PV0532  NGVD 29 (07/19/86) 1222.47   (m)         4010.7    (f) LEVELING    3  
 PV0532
 PV0532.Superseded values are not recommended for survey control.
 PV0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0532.See file dsdata.txt to determine how the superseded data were derived.
 PV0532
 PV0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK0915176030(NAD 83)
 PV0532_MARKER: DD = SURVEY DISK
 PV0532_SETTING: 66 = SET IN ROCK OUTCROP
 PV0532
 PV0532  HISTORY     - Date     Condition        Report By
 PV0532  HISTORY     - 1949     MONUMENTED       USGS
 PV0532
 PV0532                          STATION DESCRIPTION
 PV0532
 PV0532'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (VRS)
 PV0532'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW BLUFF
 PV0532'RIDGE, LYING BETWEEN PRICKLEY PEAR AND BATTLE CREEKS, 10.5
 PV0532'MILES EAST-NORTHEAST OF ROCKYPOINT POST OFFICE, 10 MILES
 PV0532'SOUTHEAST OF RIDGE POST OFFICE, 5 MILES SOUTH OF THE
 PV0532'MONTANA-WYOMING STATE LINE, 6.6 FEET WEST OF A WITNESS POST, AND ON
 PV0532'LAND OWNED BY MRS. ROSA STORM.
 PV0532'
 PV0532'TO REACH THE STATION FROM THE ROCKYPOINT POST OFFICE, GO
 PV0532'NORTH ON THE MAIN GRADED DIRT ROAD FOR 10.2 MILES TO A LARGE
 PV0532'HOUSE AND BARN ON THE LEFT, JUST SOUTH OF STATE LINE, GO
 PV0532'EAST ON STATE LINE TRACK ROAD FOR 0.1 MILE TO A GATE, GO
 PV0532'THROUGH GATE AND PROCEED SOUTHERLY ON THE MAIN TRACK ROAD
 PV0532'FOR 1 MILE TO A FORK AND A FENCE CORNER ON THE RIGHT, PROCEED
 PV0532'SOUTHEASTERLY ON THE MAIN TRACK ROAD FOR 0.2 MILE TO A
 PV0532'FORK.  BEAR LEFT FOR 0.9 MILE TO A FORK.  BEAR RIGHT FOR 1.1
 PV0532'MILES TO ANOTHER FORK.  BEAR LEFT FOR 0.4 MILE TO A FORK.
 PV0532'BEAR RIGHT FOR 0.6 MILE TO A FORK.  BEAR RIGHT FOR 0.4 MILE
 PV0532'TO ANOTHER FORK, BEAR RIGHT FOR 1 MILE TO A GATE, GO
 PV0532'THROUGH GATE AND PROCEED ON THE MAIN TRACK ROAD FOR 2.2
 PV0532'MILES TO THE AZIMUTH MARK ON THE LEFT,
 PV0532'CONTINUE STRAIGHT AHEAD FOR 1.2 MILES TO A WIRE GATE, GO
 PV0532'THROUGH GATE AND BEAR LEFT ON THE NORTH SIDE OF THE FENCE
 PV0532'FOR 0.25 MILE, THENCE RIGHT ALONG THE TOP OF RIGHT FOR
 PV0532'0.1 MILE TO THE NORTH END OF RIDGE AND STATION AS
 PV0532'DESCRIBED.
 PV0532'
 PV0532'THE STATION MARK IS A STANDARD USGS DISK SET IN A DRILL HOLE
 PV0532'IN OUTCROPPING BEDROCK.  IT IS FLUSH WITH THE GROUND, AND
 PV0532'THE DISK IS STAMPED ELEVATION ABOVE SEA 4008 O W.
 PV0532'
 PV0532'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 PV0532'A 10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 5 INCHES,
 PV0532'AND THE DISK IS STAMPED BLACKBANKS NO 1 1949.
 PV0532'
 PV0532'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 PV0532'A 10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 4 INCHES,
 PV0532'AND THE DISK IS STAMPED BLACKBANKS NO 2 1949.
 PV0532'
 PV0532'THE AZIMUTH MARK IS 132 FEET NORTH OF A EAST-WEST WIRE FENCE,
 PV0532'32 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD,
 PV0532'AND 3 FEET SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 PV0532'DISK SET IN THE TOP OF A 10 X 10-INCH CONCRETE POST.  THE
 PV0532'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BLACKBANKS 1949.
 PV0532'
 PV0532'B.L.M. MARKER IS A STANDARD DISK WELDED TO THE TOP OF A
 PV0532'2-INCH IRON PIPE, PROJECTING 6 INCHES AND IS 6 INCHES EAST
 PV0532'OF A FENCE CORNER.  THE DISK IS STAMPED T 57 N R 87 W S 10) 11) S
 PV0532'15) 14 1914.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0195 ***********************************************************************
 PW0195  DESIGNATION -  4011
 PW0195  PID         -  PW0195
 PW0195  STATE/COUNTY-  WY/SHERIDAN
 PW0195  USGS QUAD   -  RANCHESTER (1978)
 PW0195
 PW0195                         *CURRENT SURVEY CONTROL
 PW0195  ___________________________________________________________________
 PW0195* NAD 83(1986)-  44 56 27.     (N)    107 14 24.     (W)     SCALED    
 PW0195* NAVD 88     -      1224.354  (meters)    4016.90   (feet)  POSTED    
 PW0195  ___________________________________________________________________
 PW0195  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 PW0195  DYNAMIC HT  -        1223.910 (meters)    4015.44  (feet)  COMP
 PW0195  MODELED GRAV-     980,216.2   (mgal)                       NAVD 88
 PW0195
 PW0195  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PW0195
 PW0195.The horizontal coordinates were scaled from a topographic map and have
 PW0195.an estimated accuracy of +/- 6 seconds.
 PW0195
 PW0195.The orthometric height was determined by differential leveling
 PW0195.and adjusted by the National Geodetic Survey in 1992..
 PW0195.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PW0195.rate of 0.0 thru 1.0 mm/km.
 PW0195
 PW0195.The geoid height was determined by GEOID03.
 PW0195
 PW0195.The dynamic height is computed by dividing the NAVD 88
 PW0195.geopotential number by the normal gravity value computed on the
 PW0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0195.degrees latitude (g = 980.6199 gals.).
 PW0195
 PW0195.The modeled gravity was interpolated from observed gravity values.
 PW0195
 PW0195;                    North         East    Units  Estimated Accuracy
 PW0195;SPC WYEC     -   593,290.      407,370.      MT  (+/- 180 meters Scaled)
 PW0195
 PW0195                          SUPERSEDED SURVEY CONTROL
 PW0195
 PW0195.No superseded survey control is available for this station.
 PW0195
 PW0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK232788(NAD 83)
 PW0195_MARKER: P = PIPE CAP
 PW0195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0195_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0195
 PW0195  HISTORY     - Date     Condition        Report By
 PW0195  HISTORY     - UNK      MONUMENTED       USGS
 PW0195  HISTORY     - 1957     MARK NOT FOUND   NGS
 PW0195  HISTORY     - 1983     MARK NOT FOUND   NGS
 PW0195
 PW0195                          STATION DESCRIPTION
 PW0195
 PW0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0195'4.4 MI NW FROM RANCHESTER.
 PW0195'4.4 MILES NW ALONG THE CHICAGO, BURLINGTON AND QUINCY RR FROM
 PW0195'RANCHESTER, SHERIDAN COUNTY, 0.3 MILE W. OF MILEPOST 719, 0.25 MILE W.
 PW0195'OF THE WEST END OF THE FIRST TANGENT WEST OF TOWN, AND 9 YARDS N. OF
 PW0195'THE CENTERLINE OF THE TRACK.  A USGS STANDARD CAP, RIVETED ON THE TOP
 PW0195'OF A 3-INCH IRON PIPE.
 PW0195
 PW0195                          STATION RECOVERY (1983)
 PW0195
 PW0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0082 ***********************************************************************
 OU0082  DESIGNATION -  4014 DW
 OU0082  PID         -  OU0082
 OU0082  STATE/COUNTY-  WY/WESTON
 OU0082  USGS QUAD   -  OSAGE SE (1979)
 OU0082
 OU0082                         *CURRENT SURVEY CONTROL
 OU0082  ___________________________________________________________________
 OU0082* NAD 83(1986)-  43 48 18.     (N)    104 19 49.     (W)     SCALED    
 OU0082* NAVD 88     -      1224.793  (meters)    4018.34   (feet)  ADJUSTED  
 OU0082  ___________________________________________________________________
 OU0082  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 OU0082  DYNAMIC HT  -        1224.255 (meters)    4016.58  (feet)  COMP
 OU0082  MODELED GRAV-     980,137.9   (mgal)                       NAVD 88
 OU0082
 OU0082  VERT ORDER  -  SECOND    CLASS 0
 OU0082
 OU0082.The horizontal coordinates were scaled from a topographic map and have
 OU0082.an estimated accuracy of +/- 6 seconds.
 OU0082
 OU0082.The orthometric height was determined by differential leveling
 OU0082.and adjusted by the National Geodetic Survey in June 1991..
 OU0082
 OU0082.The geoid height was determined by GEOID03.
 OU0082
 OU0082.The dynamic height is computed by dividing the NAVD 88
 OU0082.geopotential number by the normal gravity value computed on the
 OU0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0082.degrees latitude (g = 980.6199 gals.).
 OU0082
 OU0082.The modeled gravity was interpolated from observed gravity values.
 OU0082
 OU0082;                    North         East    Units  Estimated Accuracy
 OU0082;SPC WY E     -   367,420.      267,300.      MT  (+/- 180 meters Scaled)
 OU0082
 OU0082                          SUPERSEDED SURVEY CONTROL
 OU0082
 OU0082  NGVD 29 (??/??/92) 1224.147  (m)         4016.22   (f) ADJ UNCH    2 0
 OU0082
 OU0082.Superseded values are not recommended for survey control.
 OU0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0082.See file dsdata.txt to determine how the superseded data were derived.
 OU0082
 OU0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ538504(NAD 83)
 OU0082_MARKER: P = PIPE CAP
 OU0082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0082_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0082_STAMPING: 4014 DW
 OU0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0082
 OU0082  HISTORY     - Date     Condition        Report By
 OU0082  HISTORY     - UNK      MONUMENTED       CGS
 OU0082  HISTORY     - 1938     GOOD             NGS
 OU0082  HISTORY     - 1944     GOOD             NGS
 OU0082
 OU0082                          STATION DESCRIPTION
 OU0082
 OU0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OU0082'7.7 MI SW FROM NEWCASTLE.
 OU0082'ALONG THE HIGHWAY BETWEEN NEWCASTLE AND HAMPSHIRE, ON CREST OF SMALL
 OU0082'DIVIDE ABOUT 2.7 MILES WEST OF DONNELSONS RANCH, 15 FEET NORTH
 OU0082'OF CENTERLINE OF ROAD AND 15 FEET SOUTH OF FENCE.  A BRASS CAP
 OU0082'ON TOP OF AN IRON PIPE ABOUT 1.2 FEET ABOVE GROUND.
 OU0082
 OU0082                          STATION RECOVERY (1944)
 OU0082
 OU0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 OU0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0269 ***********************************************************************
 PW0269  DESIGNATION -  4015.68
 PW0269  PID         -  PW0269
 PW0269  STATE/COUNTY-  WY/SHERIDAN
 PW0269  USGS QUAD   -  DAYTON NORTH (1978)
 PW0269
 PW0269                         *CURRENT SURVEY CONTROL
 PW0269  ___________________________________________________________________
 PW0269* NAD 83(1986)-  44 52 44.     (N)    107 15 46.     (W)     SCALED    
 PW0269* NAVD 88     -      1194.116  (meters)    3917.70   (feet)  ADJUSTED  
 PW0269  ___________________________________________________________________
 PW0269  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 PW0269  DYNAMIC HT  -        1193.672 (meters)    3916.24  (feet)  COMP
 PW0269  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 PW0269
 PW0269  VERT ORDER  -  SECOND    CLASS 0
 PW0269
 PW0269.The horizontal coordinates were scaled from a topographic map and have
 PW0269.an estimated accuracy of +/- 6 seconds.
 PW0269
 PW0269.The orthometric height was determined by differential leveling
 PW0269.and adjusted by the National Geodetic Survey in June 1991..
 PW0269
 PW0269.The geoid height was determined by GEOID03.
 PW0269
 PW0269.The dynamic height is computed by dividing the NAVD 88
 PW0269.geopotential number by the normal gravity value computed on the
 PW0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0269.degrees latitude (g = 980.6199 gals.).
 PW0269
 PW0269.The modeled gravity was interpolated from observed gravity values.
 PW0269
 PW0269;                    North         East    Units  Estimated Accuracy
 PW0269;SPC WYEC     -   586,410.      405,570.      MT  (+/- 180 meters Scaled)
 PW0269
 PW0269                          SUPERSEDED SURVEY CONTROL
 PW0269
 PW0269  NGVD 29 (??/??/92) 1193.342  (m)         3915.16   (f) ADJ UNCH    2 0
 PW0269
 PW0269.Superseded values are not recommended for survey control.
 PW0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0269.See file dsdata.txt to determine how the superseded data were derived.
 PW0269
 PW0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK212719(NAD 83)
 PW0269_MARKER: DD = SURVEY DISK
 PW0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0269_SP_SET: BRIDGE CURB
 PW0269_STAMPING: 4015.68 30
 PW0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0269
 PW0269  HISTORY     - Date     Condition        Report By
 PW0269  HISTORY     - UNK      MONUMENTED       BPR
 PW0269  HISTORY     - 1966     GOOD             NGS
 PW0269
 PW0269                          STATION DESCRIPTION
 PW0269
 PW0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0269'IN DAYTON.
 PW0269'AT DAYTON, 0.1 MILE NORTH ALONG U. S. HIGHWAY 14 FROM THE POST OFFICE,
 PW0269'IN THE TOP AND 2.6 FEET NORTH OF THE SOUTH END OF THE WEST CONCRETE
 PW0269'CURB OF A STEEL TRUSS BRIDGE, 11 FEET WEST OF THE CENTER LINE OF THE
 PW0269'HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0151 ***********************************************************************
 PV0151  DESIGNATION -  4017
 PV0151  PID         -  PV0151
 PV0151  STATE/COUNTY-  WY/CROOK
 PV0151  USGS QUAD   -  CARLILE (1984)
 PV0151
 PV0151                         *CURRENT SURVEY CONTROL
 PV0151  ___________________________________________________________________
 PV0151* NAD 83(1986)-  44 29 47.     (N)    104 46 28.     (W)     SCALED    
 PV0151* NAVD 88     -      1226.312  (meters)    4023.33   (feet)  ADJUSTED  
 PV0151  ___________________________________________________________________
 PV0151  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 PV0151  DYNAMIC HT  -        1225.887 (meters)    4021.93  (feet)  COMP
 PV0151  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 PV0151
 PV0151  VERT ORDER  -  SECOND    CLASS 0
 PV0151
 PV0151.The horizontal coordinates were scaled from a topographic map and have
 PV0151.an estimated accuracy of +/- 6 seconds.
 PV0151
 PV0151.The orthometric height was determined by differential leveling
 PV0151.and adjusted by the National Geodetic Survey in June 1991..
 PV0151
 PV0151.The geoid height was determined by GEOID03.
 PV0151
 PV0151.The dynamic height is computed by dividing the NAVD 88
 PV0151.geopotential number by the normal gravity value computed on the
 PV0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0151.degrees latitude (g = 980.6199 gals.).
 PV0151
 PV0151.The modeled gravity was interpolated from observed gravity values.
 PV0151
 PV0151;                    North         East    Units  Estimated Accuracy
 PV0151;SPC WY E     -   443,980.      231,190.      MT  (+/- 180 meters Scaled)
 PV0151
 PV0151                          SUPERSEDED SURVEY CONTROL
 PV0151
 PV0151  NGVD 29 (??/??/92) 1225.728  (m)         4021.41   (f) ADJ UNCH    2 0
 PV0151
 PV0151.Superseded values are not recommended for survey control.
 PV0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0151.See file dsdata.txt to determine how the superseded data were derived.
 PV0151
 PV0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK179270(NAD 83)
 PV0151_MARKER: P = PIPE CAP
 PV0151_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0151_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PV0151_STAMPING: 4017 DW
 PV0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0151
 PV0151  HISTORY     - Date     Condition        Report By
 PV0151  HISTORY     - UNK      MONUMENTED       USGS
 PV0151  HISTORY     - 1934     GOOD             NGS
 PV0151  HISTORY     - 1944     GOOD             NGS
 PV0151
 PV0151                          STATION DESCRIPTION
 PV0151
 PV0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PV0151'1.5 MI E FROM CARLILE.
 PV0151'1.5 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PV0151'CARLILE, CROOK COUNTY, ABOUT 900 FEET NORTHEAST OF THE FORMER
 PV0151'LOCATION OF THE POST OFFICE, JUST EAST OF THE CARLILE TOURIST
 PV0151'CAMP, 62.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 PV0151'32 FEET EAST OF THE SOUTHEAST CORNER OF THE FOURTH LOG CABIN
 PV0151'EAST OF A SERVICE STATION.  A UNITED STATES GEOLOGICAL SURVEY
 PV0151'STANDARD CAP, STAMPED 4017 DW AND RIVETED ON THE TOP OF A
 PV0151'3-1/2-INCH IRON PIPE.
 PV0151
 PV0151                          STATION RECOVERY (1944)
 PV0151
 PV0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 PV0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0266 ***********************************************************************
 PW0266  DESIGNATION -  4026.58
 PW0266  PID         -  PW0266
 PW0266  STATE/COUNTY-  WY/SHERIDAN
 PW0266  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0266
 PW0266                         *CURRENT SURVEY CONTROL
 PW0266  ___________________________________________________________________
 PW0266* NAD 83(1986)-  44 51 47.     (N)    107 16 38.     (W)     SCALED    
 PW0266* NAVD 88     -      1227.659  (meters)    4027.74   (feet)  ADJUSTED  
 PW0266  ___________________________________________________________________
 PW0266  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 PW0266  DYNAMIC HT  -        1227.196 (meters)    4026.23  (feet)  COMP
 PW0266  MODELED GRAV-     980,198.5   (mgal)                       NAVD 88
 PW0266
 PW0266  VERT ORDER  -  SECOND    CLASS 0
 PW0266
 PW0266.The horizontal coordinates were scaled from a topographic map and have
 PW0266.an estimated accuracy of +/- 6 seconds.
 PW0266
 PW0266.The orthometric height was determined by differential leveling
 PW0266.and adjusted by the National Geodetic Survey in June 1991..
 PW0266
 PW0266.The geoid height was determined by GEOID03.
 PW0266
 PW0266.The dynamic height is computed by dividing the NAVD 88
 PW0266.geopotential number by the normal gravity value computed on the
 PW0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0266.degrees latitude (g = 980.6199 gals.).
 PW0266
 PW0266.The modeled gravity was interpolated from observed gravity values.
 PW0266
 PW0266;                    North         East    Units  Estimated Accuracy
 PW0266;SPC WYEC     -   584,650.      404,430.      MT  (+/- 180 meters Scaled)
 PW0266
 PW0266                          SUPERSEDED SURVEY CONTROL
 PW0266
 PW0266  NGVD 29 (??/??/92) 1226.879  (m)         4025.19   (f) ADJ UNCH    2 0
 PW0266
 PW0266.Superseded values are not recommended for survey control.
 PW0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0266.See file dsdata.txt to determine how the superseded data were derived.
 PW0266
 PW0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK200702(NAD 83)
 PW0266_MARKER: DD = SURVEY DISK
 PW0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0266_SP_SET: CULVERT
 PW0266_STAMPING: 4026.58 62
 PW0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0266
 PW0266  HISTORY     - Date     Condition        Report By
 PW0266  HISTORY     - UNK      MONUMENTED       BPR
 PW0266  HISTORY     - 1966     GOOD             NGS
 PW0266
 PW0266                          STATION DESCRIPTION
 PW0266
 PW0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0266'1.4 MI SW FROM DAYTON.
 PW0266'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0266'DAYTON, IN THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE HEAD WALL
 PW0266'OF A 24-INCH PIPE CULVERT, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PW0266'HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0033 ***********************************************************************
 OU0033  DESIGNATION -  4043 DW
 OU0033  PID         -  OU0033
 OU0033  STATE/COUNTY-  WY/WESTON
 OU0033  USGS QUAD   -  OWENS (1951)
 OU0033
 OU0033                         *CURRENT SURVEY CONTROL
 OU0033  ___________________________________________________________________
 OU0033* NAD 83(1986)-  43 43 17.     (N)    104 08 08.     (W)     SCALED    
 OU0033* NAVD 88     -      1233.496  (meters)    4046.89   (feet)  ADJUSTED  
 OU0033  ___________________________________________________________________
 OU0033  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OU0033  DYNAMIC HT  -        1232.962 (meters)    4045.14  (feet)  COMP
 OU0033  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 OU0033
 OU0033  VERT ORDER  -  FIRST     CLASS II
 OU0033
 OU0033.The horizontal coordinates were scaled from a topographic map and have
 OU0033.an estimated accuracy of +/- 6 seconds.
 OU0033
 OU0033.The orthometric height was determined by differential leveling
 OU0033.and adjusted by the National Geodetic Survey in June 1991..
 OU0033
 OU0033.The geoid height was determined by GEOID03.
 OU0033
 OU0033.The dynamic height is computed by dividing the NAVD 88
 OU0033.geopotential number by the normal gravity value computed on the
 OU0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0033.degrees latitude (g = 980.6199 gals.).
 OU0033
 OU0033.The modeled gravity was interpolated from observed gravity values.
 OU0033
 OU0033;                    North         East    Units  Estimated Accuracy
 OU0033;SPC WY E     -   358,310.      283,080.      MT  (+/- 180 meters Scaled)
 OU0033
 OU0033                          SUPERSEDED SURVEY CONTROL
 OU0033
 OU0033  NGVD 29 (??/??/92) 1232.880  (m)         4044.87   (f) ADJ UNCH    1 2
 OU0033
 OU0033.Superseded values are not recommended for survey control.
 OU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0033.See file dsdata.txt to determine how the superseded data were derived.
 OU0033
 OU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ696412(NAD 83)
 OU0033_MARKER: P = PIPE CAP
 OU0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0033_STAMPING: 4043 DW
 OU0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0033
 OU0033  HISTORY     - Date     Condition        Report By
 OU0033  HISTORY     - UNK      MONUMENTED       USGS
 OU0033  HISTORY     - 1957     GOOD             NGS
 OU0033
 OU0033                          STATION DESCRIPTION
 OU0033
 OU0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0033'10.6 MI SE FROM NEWCASTLE.
 OU0033'ABOUT 10.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0033'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 12,
 OU0033'T. 43 N., R. 61 W., 14 POLES NORTH OF THE STATION SIGN AT OWENS
 OU0033'SIDING, 1 1/2 POLES NORTH OF MILEPOST 510, 21 FEET WEST OF THE
 OU0033'WEST RAIL, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 OU0033'LOWER THAN THE TRACK, A CAP ON A 3 1/2-INCH IRON PIPE PROJECTING
 OU0033'10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0153 ***********************************************************************
 PV0153  DESIGNATION -  4083
 PV0153  PID         -  PV0153
 PV0153  STATE/COUNTY-  WY/CROOK
 PV0153  USGS QUAD   -  MISSOURI BUTTES (1984)
 PV0153
 PV0153                         *CURRENT SURVEY CONTROL
 PV0153  ___________________________________________________________________
 PV0153* NAD 83(1986)-  44 30 47.     (N)    104 50 19.     (W)     SCALED    
 PV0153* NAVD 88     -      1246.375  (meters)    4089.15   (feet)  ADJUSTED  
 PV0153  ___________________________________________________________________
 PV0153  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 PV0153  DYNAMIC HT  -        1245.939 (meters)    4087.72  (feet)  COMP
 PV0153  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 PV0153
 PV0153  VERT ORDER  -  SECOND    CLASS 0
 PV0153
 PV0153.The horizontal coordinates were scaled from a topographic map and have
 PV0153.an estimated accuracy of +/- 6 seconds.
 PV0153
 PV0153.The orthometric height was determined by differential leveling
 PV0153.and adjusted by the National Geodetic Survey in June 1991..
 PV0153
 PV0153.The geoid height was determined by GEOID03.
 PV0153
 PV0153.The dynamic height is computed by dividing the NAVD 88
 PV0153.geopotential number by the normal gravity value computed on the
 PV0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0153.degrees latitude (g = 980.6199 gals.).
 PV0153
 PV0153.The modeled gravity was interpolated from observed gravity values.
 PV0153
 PV0153;                    North         East    Units  Estimated Accuracy
 PV0153;SPC WY E     -   445,810.      226,080.      MT  (+/- 180 meters Scaled)
 PV0153
 PV0153                          SUPERSEDED SURVEY CONTROL
 PV0153
 PV0153  NGVD 29 (??/??/92) 1245.780  (m)         4087.20   (f) ADJ UNCH    2 0
 PV0153
 PV0153.Superseded values are not recommended for survey control.
 PV0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0153.See file dsdata.txt to determine how the superseded data were derived.
 PV0153
 PV0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK128288(NAD 83)
 PV0153_MARKER: P = PIPE CAP
 PV0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0153_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PV0153_STAMPING: 4083 DW
 PV0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0153
 PV0153  HISTORY     - Date     Condition        Report By
 PV0153  HISTORY     - UNK      MONUMENTED       USGS
 PV0153  HISTORY     - 1934     GOOD             NGS
 PV0153
 PV0153                          STATION DESCRIPTION
 PV0153
 PV0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PV0153'1.2 MI E FROM CARLILE.
 PV0153'1.2 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PV0153'CARLILE, CROOK COUNTY, THENCE ABOUT 3.2 MILES NORTHWEST ALONG
 PV0153'THE ROAD LEADING TO STRONER VIA OSHOTO, ABOUT 200 FEET EAST OF
 PV0153'A SCHOOLHOUSE NORTH OF THE ROAD, 110 FEET NORTH OF THE CENTER
 PV0153'LINE OF THE ROAD, AND IN A FENCED FIELD.  A UNITED STATES
 PV0153'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4083 DW AND RIVETED ON
 PV0153'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 18 INCHES
 PV0153'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0194 ***********************************************************************
 NS0194  DESIGNATION -  40SC
 NS0194  PID         -  NS0194
 NS0194  STATE/COUNTY-  WY/SWEETWATER
 NS0194  USGS QUAD   -  FIVE FINGERS BUTTE (1988)
 NS0194
 NS0194                         *CURRENT SURVEY CONTROL
 NS0194  ___________________________________________________________________
 NS0194* NAD 83(1993)-  42 08 10.47569(N)    108 29 50.30201(W)     ADJUSTED  
 NS0194* NAVD 88     -      2076.30   (+/-2cm)    6812.0    (feet)  VERTCON   
 NS0194  ___________________________________________________________________
 NS0194  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 NS0194  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 NS0194
 NS0194  HORZ ORDER  -  THIRD
 NS0194  VERT ORDER  -  THIRD ? (See Below)
 NS0194
 NS0194.The horizontal coordinates were established by classical geodetic methods
 NS0194.and adjusted by the National Geodetic Survey in January 1997..
 NS0194
 NS0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0194.The vertical order pertains to the NGVD 29 superseded value.
 NS0194
 NS0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0194
 NS0194.The geoid height was determined by GEOID03.
 NS0194
 NS0194;                    North         East     Units Scale Factor Converg.
 NS0194;SPC WYWC     -   181,740.841   620,889.864   MT  0.99994287   +0 10 10.3
 NS0194;UTM  12      - 4,667,934.938   706,831.119   MT  1.00012640   +1 40 46.7
 NS0194
 NS0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0194!SPC WYWC     -   0.99967664  x   0.99994287  =   0.99961953
 NS0194!UTM  12      -   0.99967664  x   1.00012640  =   0.99980300
 NS0194
 NS0194:                Primary Azimuth Mark                     Grid Az
 NS0194:SPC WYWC     -  39 SC                                    164 31 34.2
 NS0194:UTM  12      -  39 SC                                    163 00 57.8
 NS0194
 NS0194|---------------------------------------------------------------------|
 NS0194| PID    Reference Object                     Distance      Geod. Az  |
 NS0194|                                                           dddmmss.s |
 NS0194| NS0192 39 SC                               APPROX. 4.9 KM 1644144.5 |
 NS0194|---------------------------------------------------------------------|
 NS0194
 NS0194                          SUPERSEDED SURVEY CONTROL
 NS0194
 NS0194  NAD 83(1986)-  42 08 10.46185(N)    108 29 50.30149(W) AD(       ) 3
 NS0194  NAD 27      -  42 08 10.60866(N)    108 29 47.92484(W) AD(       ) 3
 NS0194  NGVD 29 (07/19/86) 2075.05   (m)         6807.9    (f) LEVELING    3  
 NS0194
 NS0194.Superseded values are not recommended for survey control.
 NS0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0194.See file dsdata.txt to determine how the superseded data were derived.
 NS0194
 NS0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM0683167935(NAD 83)
 NS0194_MARKER: DB = BENCH MARK DISK
 NS0194_SETTING: 0 = UNSPECIFIED SETTING
 NS0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0194
 NS0194  HISTORY     - Date     Condition        Report By
 NS0194  HISTORY     - 1957     MONUMENTED       USGS
 NS0194
 NS0194                          STATION DESCRIPTION
 NS0194
 NS0194'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NS0194'TABLE ROCK, 44.3 MI. N. OF RAILROAD CROSSING, 37.2 MI. N. OF U.S. HWY.
 NS0194'NO. 30 ALONG GRADED RD. LEADING TO BAR X RANCH, THENCE 10.2 MI.
 NS0194'EASTERLY AND NORTHERLY ALONG TRACK RD. TO JOHN HAYS RESERVOIR, IN SW.
 NS0194'CORNER OF SEC. 14, T.25 N., R.98 W., 300 FT. N. OF N. END OF DAM, AT
 NS0194'TOP OF SMALL RIDGE, 20 FT. N. AND 1 FT. HIGHER THAN RD.
 NS0194'
 NS0194'STATION MARK - STANDARD TABLET STAMPED ---40 SC 1957--- SET IN
 NS0194'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0289 ***********************************************************************
 MP0289  DESIGNATION -  41 A RESET
 MP0289  PID         -  MP0289
 MP0289  STATE/COUNTY-  WY/CARBON
 MP0289  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0289
 MP0289                         *CURRENT SURVEY CONTROL
 MP0289  ___________________________________________________________________
 MP0289* NAD 83(1986)-  41 00 12.     (N)    107 21 56.     (W)     SCALED    
 MP0289* NAVD 88     -      1999.88   (meters)    6561.3    (feet)  RESET     
 MP0289  ___________________________________________________________________
 MP0289  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 MP0289
 MP0289  VERT ORDER  -  THIRD
 MP0289
 MP0289.The horizontal coordinates were scaled from a topographic map and have
 MP0289.an estimated accuracy of +/- 6 seconds.
 MP0289
 MP0289.The orthometric height was computed from unverified reset data.
 MP0289.No vertical observational check was made to the station.
 MP0289
 MP0289.The geoid height was determined by GEOID03.
 MP0289
 MP0289;                    North         East    Units  Estimated Accuracy
 MP0289;SPC WYEC     -   155,890.      397,290.      MT  (+/- 180 meters Scaled)
 MP0289
 MP0289                          SUPERSEDED SURVEY CONTROL
 MP0289
 MP0289  NGVD 29 (??/??/??) 1998.68   (m)         6557.3    (f) RESET       3  
 MP0289
 MP0289.Superseded values are not recommended for survey control.
 MP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0289.See file dsdata.txt to determine how the superseded data were derived.
 MP0289
 MP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF010418(NAD 83)
 MP0289_MARKER: DD = SURVEY DISK
 MP0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0289_STAMPING: 41 A RESET 1962
 MP0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0289+STABILITY: SURFACE MOTION
 MP0289
 MP0289  HISTORY     - Date     Condition        Report By
 MP0289  HISTORY     - 1962     MONUMENTED       WYHD
 MP0289  HISTORY     - 1963     GOOD             WYHD
 MP0289
 MP0289                          STATION DESCRIPTION
 MP0289
 MP0289'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1963
 MP0289'0.7 MI E FROM SLATER.
 MP0289'ABOUT 0.7 MILES EAST ALONG THE ENCAMPMENT ROAD FROM OLD SLATER POST
 MP0289'OFFICE, APPROXIMATELY 400 FEET FROM THE WYOMING COLORADO STATE LINE
 MP0289'ALONG THE NEW HIGHWAY AS CONSTRUCTED IN 1963, 75 FEET LEFT OF THE
 MP0289'CENTERLINE OF THE HIGHWAY NEAR A JOG IN THE RIGHT OF WAY FENCE, SET IN
 MP0289'THE TOP OF A 6 INCH SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0482 ***********************************************************************
 OV0482  DESIGNATION -  41 ARD
 OV0482  PID         -  OV0482
 OV0482  STATE/COUNTY-  WY/NATRONA
 OV0482  USGS QUAD   -  TTT RANCH (1981)
 OV0482
 OV0482                         *CURRENT SURVEY CONTROL
 OV0482  ___________________________________________________________________
 OV0482* NAD 83(1986)-  43 31 21.     (N)    106 40 28.     (W)     SCALED    
 OV0482* NAVD 88     -      1517.918  (meters)    4980.04   (feet)  POSTED    
 OV0482  ___________________________________________________________________
 OV0482  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 OV0482  DYNAMIC HT  -        1517.110 (meters)    4977.39  (feet)  COMP
 OV0482  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 OV0482
 OV0482  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0482
 OV0482.The horizontal coordinates were scaled from a topographic map and have
 OV0482.an estimated accuracy of +/- 6 seconds.
 OV0482
 OV0482.The orthometric height was determined by differential leveling
 OV0482.and adjusted by the National Geodetic Survey in 1992..
 OV0482.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0482.rate of 1.1 thru 2.0 mm/km.
 OV0482
 OV0482.The geoid height was determined by GEOID03.
 OV0482
 OV0482.The dynamic height is computed by dividing the NAVD 88
 OV0482.geopotential number by the normal gravity value computed on the
 OV0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0482.degrees latitude (g = 980.6199 gals.).
 OV0482
 OV0482.The modeled gravity was interpolated from observed gravity values.
 OV0482
 OV0482;                    North         East    Units  Estimated Accuracy
 OV0482;SPC WYEC     -   435,910.      453,270.      MT  (+/- 180 meters Scaled)
 OV0482
 OV0482                          SUPERSEDED SURVEY CONTROL
 OV0482
 OV0482.No superseded survey control is available for this station.
 OV0482
 OV0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ646202(NAD 83)
 OV0482_MARKER: DB = BENCH MARK DISK
 OV0482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0482_SP_SET: COPPER-CLAD STEEL ROD
 OV0482_STAMPING: 41 ARD 1968
 OV0482_MARK LOGO: USGS  
 OV0482_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0482+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0482
 OV0482  HISTORY     - Date     Condition        Report By
 OV0482  HISTORY     - 1968     MONUMENTED       USGS
 OV0482
 OV0482                          STATION DESCRIPTION
 OV0482
 OV0482'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0482'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTHEAST ALONG OLD U.S.
 OV0482'HIGHWAY 87 AND INTERSTATE 25, THENCE 11.0 MILES SOUTH ALONG TTT RANCH
 OV0482'ROAD (LONE BEAR ROAD), 2.0 MILES WEST OF TTT RANCH, 0.6 MILES
 OV0482'SOUTHEAST OF A CATTLEGUARD, 40 FEET NORTHEAST OF A SMALL DRAIN, 44
 OV0482'FEET NORTHEAST OF AND 0.9 FEET HIGHER THAN THE OPPOSITE ROAD, 2 FEET
 OV0482'WEST OF A WITNESS SIGN ON A STEEL POST, SET IN A COPPER-CLAD STEEL
 OV0482'ROD PROJECTING .01 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0762 ***********************************************************************
 PY0762  DESIGNATION -  41 MDC
 PY0762  PID         -  PY0762
 PY0762  STATE/COUNTY-  WY/TETON
 PY0762  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0762
 PY0762                         *CURRENT SURVEY CONTROL
 PY0762  ___________________________________________________________________
 PY0762* NAD 83(1986)-  44 36 28.     (N)    110 50 45.     (W)     SCALED    
 PY0762* NAVD 88     -      2174.724  (meters)    7134.91   (feet)  ADJUSTED  
 PY0762  ___________________________________________________________________
 PY0762  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0762  DYNAMIC HT  -        2173.376 (meters)    7130.48  (feet)  COMP
 PY0762  MODELED GRAV-     979,919.7   (mgal)                       NAVD 88
 PY0762
 PY0762  VERT ORDER  -  FIRST     CLASS II
 PY0762
 PY0762.The horizontal coordinates were scaled from a topographic map and have
 PY0762.an estimated accuracy of +/- 6 seconds.
 PY0762
 PY0762.The orthometric height was determined by differential leveling
 PY0762.and adjusted by the National Geodetic Survey in June 1991..
 PY0762
 PY0762.The geoid height was determined by GEOID03.
 PY0762
 PY0762.The dynamic height is computed by dividing the NAVD 88
 PY0762.geopotential number by the normal gravity value computed on the
 PY0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0762.degrees latitude (g = 980.6199 gals.).
 PY0762
 PY0762.The modeled gravity was interpolated from observed gravity values.
 PY0762
 PY0762;                    North         East    Units  Estimated Accuracy
 PY0762;SPC WY W     -   556,560.      739,470.      MT  (+/- 180 meters Scaled)
 PY0762
 PY0762                          SUPERSEDED SURVEY CONTROL
 PY0762
 PY0762  NGVD 29 (08/20/92) 2173.394  (m)         7130.54   (f) ADJUSTED    1 2
 PY0762
 PY0762.Superseded values are not recommended for survey control.
 PY0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0762.See file dsdata.txt to determine how the superseded data were derived.
 PY0762
 PY0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ122393(NAD 83)
 PY0762_MARKER: DB = BENCH MARK DISK
 PY0762_SETTING: 80 = SET IN A BOULDER
 PY0762_SP_SET: BOULDER
 PY0762_STAMPING: 41 MDC 1976 7130
 PY0762_MARK LOGO: USGS  
 PY0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0762+STABILITY: SURFACE MOTION
 PY0762
 PY0762  HISTORY     - Date     Condition        Report By
 PY0762  HISTORY     - 1976     MONUMENTED       USGS
 PY0762  HISTORY     - 1987     GOOD             NGS
 PY0762
 PY0762                          STATION DESCRIPTION
 PY0762
 PY0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0762'5.4 KM (3.35 MI) SOUTH FROM MADISON JUNCTION.
 PY0762'5.4 KM (3.35 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0762'FROM ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN
 PY0762'MADISON JUNCTION, AT A HIGHWAY PULLOUT ALONG THE EAST BANK OF THE
 PY0762'FIREHOLE RIVER, ON TOP OF A 10 BY 20 FOOT BOULDER THAT PROJECTS 10
 PY0762'FEET ABOVE THE GROUND SURFACE, AND 9.4 M (30.8 FT) SOUTHWEST OF THE
 PY0762'CENTERLINE OF THE HIGHWAY.
 PY0762'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0743 ***********************************************************************
 NQ0743  DESIGNATION -  41 SJS
 NQ0743  PID         -  NQ0743
 NQ0743  STATE/COUNTY-  WY/CONVERSE
 NQ0743  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0743
 NQ0743                         *CURRENT SURVEY CONTROL
 NQ0743  ___________________________________________________________________
 NQ0743* NAD 83(1986)-  42 46 57.     (N)    104 56 06.     (W)     SCALED    
 NQ0743* NAVD 88     -      1561.518  (meters)    5123.08   (feet)  ADJUSTED  
 NQ0743  ___________________________________________________________________
 NQ0743  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NQ0743  DYNAMIC HT  -        1560.590 (meters)    5120.04  (feet)  COMP
 NQ0743  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 NQ0743
 NQ0743  VERT ORDER  -  THIRD
 NQ0743
 NQ0743.The horizontal coordinates were scaled from a topographic map and have
 NQ0743.an estimated accuracy of +/- 6 seconds.
 NQ0743
 NQ0743.The orthometric height was determined by differential leveling
 NQ0743.and adjusted by the National Geodetic Survey in December 1993..
 NQ0743
 NQ0743.The geoid height was determined by GEOID03.
 NQ0743
 NQ0743.The dynamic height is computed by dividing the NAVD 88
 NQ0743.geopotential number by the normal gravity value computed on the
 NQ0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0743.degrees latitude (g = 980.6199 gals.).
 NQ0743
 NQ0743.The modeled gravity was interpolated from observed gravity values.
 NQ0743
 NQ0743;                    North         East    Units  Estimated Accuracy
 NQ0743;SPC WY E     -   253,520.      218,960.      MT  (+/- 180 meters Scaled)
 NQ0743
 NQ0743                          SUPERSEDED SURVEY CONTROL
 NQ0743
 NQ0743.No superseded survey control is available for this station.
 NQ0743
 NQ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH053366(NAD 83)
 NQ0743_MARKER: DB = BENCH MARK DISK
 NQ0743_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0743+WITH SETTING: INFORMATION.
 NQ0743_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0743_STAMPING: 41 SJS 1970
 NQ0743_MARK LOGO: USGS  
 NQ0743_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0743
 NQ0743  HISTORY     - Date     Condition        Report By
 NQ0743  HISTORY     - 1970     MONUMENTED       USGS
 NQ0743
 NQ0743                          STATION DESCRIPTION
 NQ0743
 NQ0743'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0743'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 1.68 MILES (2.70 KM)
 NQ0743'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, NEAR THE
 NQ0743'NORTHEAST CORNER OF S.6, T.32 N., R.67 W., 69 FEET (21.0 M) SOUTH
 NQ0743'ALONG THE ROAD FROM A ROAD CROSSING, 31 FEET (9.4 M) EAST OF THE
 NQ0743'ROAD, ENCASED IN A 6-INCH WHITE PLASTIC PIPE PROJECTING 0.4 FOOT, AND
 NQ0743'SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0037 ***********************************************************************
 OU0037  DESIGNATION -  4120 DW
 OU0037  PID         -  OU0037
 OU0037  STATE/COUNTY-  WY/WESTON
 OU0037  USGS QUAD   -  NEWCASTLE (1979)
 OU0037
 OU0037                         *CURRENT SURVEY CONTROL
 OU0037  ___________________________________________________________________
 OU0037* NAD 83(1986)-  43 45 35.     (N)    104 08 39.     (W)     SCALED    
 OU0037* NAVD 88     -      1256.991  (meters)    4123.98   (feet)  POSTED    
 OU0037  ___________________________________________________________________
 OU0037  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 OU0037  DYNAMIC HT  -        1256.440 (meters)    4122.17  (feet)  COMP
 OU0037  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 OU0037
 OU0037  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 OU0037
 OU0037.The horizontal coordinates were scaled from a topographic map and have
 OU0037.an estimated accuracy of +/- 6 seconds.
 OU0037
 OU0037.The orthometric height was determined by differential leveling
 OU0037.and adjusted by the National Geodetic Survey in 1992..
 OU0037.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 OU0037.rate of 2.1 thru 3.0 mm/km.
 OU0037
 OU0037.The geoid height was determined by GEOID03.
 OU0037
 OU0037.The dynamic height is computed by dividing the NAVD 88
 OU0037.geopotential number by the normal gravity value computed on the
 OU0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0037.degrees latitude (g = 980.6199 gals.).
 OU0037
 OU0037.The modeled gravity was interpolated from observed gravity values.
 OU0037
 OU0037;                    North         East    Units  Estimated Accuracy
 OU0037;SPC WY E     -   362,560.      282,340.      MT  (+/- 180 meters Scaled)
 OU0037
 OU0037                          SUPERSEDED SURVEY CONTROL
 OU0037
 OU0037.No superseded survey control is available for this station.
 OU0037
 OU0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ688455(NAD 83)
 OU0037_MARKER: P = PIPE CAP
 OU0037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0037_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0037
 OU0037  HISTORY     - Date     Condition        Report By
 OU0037  HISTORY     - UNK      MONUMENTED       USGS
 OU0037  HISTORY     - 1908     GOOD             NGS
 OU0037  HISTORY     - 1957     MARK NOT FOUND   NGS
 OU0037
 OU0037                          STATION DESCRIPTION
 OU0037
 OU0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1908
 OU0037'2.2 MI S FROM SPENCER.
 OU0037'ABOUT 2.2 MI S OF SPENCER, WESTON COUNTY, WYO., 425 METERS NE
 OU0037'OF THE CENTER OF RR BRIDGE 512.49, ON THE N SIDE OF THE
 OU0037'EDGEMONT-NEWCASTLE ROAD AT THE RR CROSSING AND 9.8 METERS NW OF
 OU0037'THE CENTER LINE OF THE MAIN TRACK OF THE CHICAGO, BURLINGTON
 OU0037'AND QUINCY RR.
 OU0037
 OU0037                          STATION RECOVERY (1957)
 OU0037
 OU0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OU0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0175 ***********************************************************************
 PW0175  DESIGNATION -  4142
 PW0175  PID         -  PW0175
 PW0175  STATE/COUNTY-  WY/SHERIDAN
 PW0175  USGS QUAD   -  UCROSS (1970)
 PW0175
 PW0175                         *CURRENT SURVEY CONTROL
 PW0175  ___________________________________________________________________
 PW0175* NAD 83(1986)-  44 33 25.     (N)    106 32 46.     (W)     SCALED    
 PW0175* NAVD 88     -      1266.072  (meters)    4153.77   (feet)  ADJUSTED  
 PW0175  ___________________________________________________________________
 PW0175  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 PW0175  DYNAMIC HT  -        1265.543 (meters)    4152.04  (feet)  COMP
 PW0175  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 PW0175
 PW0175  VERT ORDER  -  FIRST     CLASS II
 PW0175
 PW0175.The horizontal coordinates were scaled from a topographic map and have
 PW0175.an estimated accuracy of +/- 6 seconds.
 PW0175
 PW0175.The orthometric height was determined by differential leveling
 PW0175.and adjusted by the National Geodetic Survey in June 1991..
 PW0175
 PW0175.The geoid height was determined by GEOID03.
 PW0175
 PW0175.The dynamic height is computed by dividing the NAVD 88
 PW0175.geopotential number by the normal gravity value computed on the
 PW0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0175.degrees latitude (g = 980.6199 gals.).
 PW0175
 PW0175.The modeled gravity was interpolated from observed gravity values.
 PW0175
 PW0175;                    North         East    Units  Estimated Accuracy
 PW0175;SPC WYEC     -   550,930.      462,540.      MT  (+/- 180 meters Scaled)
 PW0175
 PW0175                          SUPERSEDED SURVEY CONTROL
 PW0175
 PW0175  NGVD 29 (??/??/92) 1265.327  (m)         4151.33   (f) ADJ UNCH    1 2
 PW0175
 PW0175.Superseded values are not recommended for survey control.
 PW0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0175.See file dsdata.txt to determine how the superseded data were derived.
 PW0175
 PW0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK772348(NAD 83)
 PW0175_MARKER: DD = SURVEY DISK
 PW0175_SETTING: 66 = SET IN ROCK OUTCROP
 PW0175_SP_SET: LIMESTONE ROCK
 PW0175_STAMPING: 4142 SHER
 PW0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0175+STABILITY: POSITION/ELEVATION WELL
 PW0175
 PW0175  HISTORY     - Date     Condition        Report By
 PW0175  HISTORY     - UNK      MONUMENTED       USGS
 PW0175  HISTORY     - 1934     GOOD             NGS
 PW0175
 PW0175                          STATION DESCRIPTION
 PW0175
 PW0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0175'0.5 MI S FROM UCROSS.
 PW0175'0.5 MILE SOUTH ALONG THE WYOMING RAILWAY FROM UCROSS, SHERIDAN COUNTY,
 PW0175'1,300 FEET SOUTHWEST OF THE RAILWAY, 1,100 FEET NORTHEAST OF THE
 PW0175'SOUTHWEST CORNER OF SEC. 25, T. 53 N., R 80 W., 500 FEET WEST OF MR.
 PW0175'LARSONS RANCH, 24 FEET NORTHWEST OF THE JOHNSON-SHERIDAN COUNTY LINE,
 PW0175'AND SET IN THE TOP OF A SMALL LIMESTONE ROCK.  A UNITED STATES
 PW0175'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4142 SHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0265 ***********************************************************************
 PW0265  DESIGNATION -  4155.42
 PW0265  PID         -  PW0265
 PW0265  STATE/COUNTY-  WY/SHERIDAN
 PW0265  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0265
 PW0265                         *CURRENT SURVEY CONTROL
 PW0265  ___________________________________________________________________
 PW0265* NAD 83(1986)-  44 51 24.     (N)    107 16 59.     (W)     SCALED    
 PW0265* NAVD 88     -      1266.937  (meters)    4156.61   (feet)  ADJUSTED  
 PW0265  ___________________________________________________________________
 PW0265  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 PW0265  DYNAMIC HT  -        1266.458 (meters)    4155.04  (feet)  COMP
 PW0265  MODELED GRAV-     980,195.4   (mgal)                       NAVD 88
 PW0265
 PW0265  VERT ORDER  -  SECOND    CLASS 0
 PW0265
 PW0265.The horizontal coordinates were scaled from a topographic map and have
 PW0265.an estimated accuracy of +/- 6 seconds.
 PW0265
 PW0265.The orthometric height was determined by differential leveling
 PW0265.and adjusted by the National Geodetic Survey in June 1991..
 PW0265
 PW0265.The geoid height was determined by GEOID03.
 PW0265
 PW0265.The dynamic height is computed by dividing the NAVD 88
 PW0265.geopotential number by the normal gravity value computed on the
 PW0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0265.degrees latitude (g = 980.6199 gals.).
 PW0265
 PW0265.The modeled gravity was interpolated from observed gravity values.
 PW0265
 PW0265;                    North         East    Units  Estimated Accuracy
 PW0265;SPC WYEC     -   583,940.      403,970.      MT  (+/- 180 meters Scaled)
 PW0265
 PW0265                          SUPERSEDED SURVEY CONTROL
 PW0265
 PW0265  NGVD 29 (??/??/92) 1266.159  (m)         4154.06   (f) ADJ UNCH    2 0
 PW0265
 PW0265.Superseded values are not recommended for survey control.
 PW0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0265.See file dsdata.txt to determine how the superseded data were derived.
 PW0265
 PW0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK196695(NAD 83)
 PW0265_MARKER: DD = SURVEY DISK
 PW0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0265_SP_SET: CULVERT
 PW0265_STAMPING: 4155.42 62
 PW0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0265
 PW0265  HISTORY     - Date     Condition        Report By
 PW0265  HISTORY     - UNK      MONUMENTED       BPR
 PW0265  HISTORY     - 1966     GOOD             NGS
 PW0265
 PW0265                          STATION DESCRIPTION
 PW0265
 PW0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0265'1.95 MI SW FROM DAYTON.
 PW0265'1.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0265'DAYTON, IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEAD WALL OF A
 PW0265'24-INCH PIPE CULVERT, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PW0265'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0076 ***********************************************************************
 OU0076  DESIGNATION -  4156 DW
 OU0076  PID         -  OU0076
 OU0076  STATE/COUNTY-  WY/WESTON
 OU0076  USGS QUAD   -  NEWCASTLE (1979)
 OU0076
 OU0076                         *CURRENT SURVEY CONTROL
 OU0076  ___________________________________________________________________
 OU0076* NAD 83(1986)-  43 50 58.     (N)    104 14 47.     (W)     SCALED    
 OU0076* NAVD 88     -      1268.109  (meters)    4160.45   (feet)  ADJUSTED  
 OU0076  ___________________________________________________________________
 OU0076  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OU0076  DYNAMIC HT  -        1267.556 (meters)    4158.64  (feet)  COMP
 OU0076  MODELED GRAV-     980,139.1   (mgal)                       NAVD 88
 OU0076
 OU0076  VERT ORDER  -  FIRST     CLASS II
 OU0076
 OU0076.The horizontal coordinates were scaled from a topographic map and have
 OU0076.an estimated accuracy of +/- 6 seconds.
 OU0076
 OU0076.The orthometric height was determined by differential leveling
 OU0076.and adjusted by the National Geodetic Survey in June 1991..
 OU0076
 OU0076.The geoid height was determined by GEOID03.
 OU0076
 OU0076.The dynamic height is computed by dividing the NAVD 88
 OU0076.geopotential number by the normal gravity value computed on the
 OU0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0076.degrees latitude (g = 980.6199 gals.).
 OU0076
 OU0076.The modeled gravity was interpolated from observed gravity values.
 OU0076
 OU0076;                    North         East    Units  Estimated Accuracy
 OU0076;SPC WY E     -   372,430.      273,990.      MT  (+/- 180 meters Scaled)
 OU0076
 OU0076                          SUPERSEDED SURVEY CONTROL
 OU0076
 OU0076  NGVD 29 (??/??/92) 1267.468  (m)         4158.35   (f) ADJ UNCH    1 2
 OU0076
 OU0076.Superseded values are not recommended for survey control.
 OU0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0076.See file dsdata.txt to determine how the superseded data were derived.
 OU0076
 OU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ605554(NAD 83)
 OU0076_MARKER: P = PIPE CAP
 OU0076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0076_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0076_STAMPING: 4156 DW
 OU0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0076
 OU0076  HISTORY     - Date     Condition        Report By
 OU0076  HISTORY     - UNK      MONUMENTED       USGS
 OU0076  HISTORY     - 1957     GOOD             NGS
 OU0076  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0076
 OU0076                          STATION DESCRIPTION
 OU0076
 OU0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0076'2.1 MI W FROM NEWCASTLE.
 OU0076'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 16 FROM THE CROSSING
 OU0076'OF CHICAGO, BURLINGTON AND QUINCY RAILROAD AT NEWCASTLE, THENCE
 OU0076'0.05 MILE SOUTH ALONG A DIRT ROAD, IN SECTION IN SECTION 25,
 OU0076'T.45 N., R.62 W.  332 FEET SOUTH OF THE CENTER LINE OF THE
 OU0076'HIGHWAY, 28 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH,
 OU0076'20 FEET WEST OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE OVER
 OU0076'LITTLE OIL CREEK, 8 FEET SOUTH OF CREEK BANK 2 FEET EAST OF A
 OU0076'WHITE WOODEN WITNESS POST, A CAP ON A 3 1/2-INCH IRON PIPE
 OU0076'PROJECTING 16 INCHES.
 OU0076
 OU0076                          STATION RECOVERY (1985)
 OU0076
 OU0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0076'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0143 ***********************************************************************
 PV0143  DESIGNATION -  4157.86
 PV0143  PID         -  PV0143
 PV0143  STATE/COUNTY-  WY/CROOK
 PV0143  USGS QUAD   -  CARLILE (1984)
 PV0143
 PV0143                         *CURRENT SURVEY CONTROL
 PV0143  ___________________________________________________________________
 PV0143* NAD 83(1986)-  44 25 06.     (N)    104 52 10.     (W)     SCALED    
 PV0143* NAVD 88     -      1269.44   (+/-2cm)    4164.8    (feet)  VERTCON   
 PV0143  ___________________________________________________________________
 PV0143  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 PV0143
 PV0143  VERT ORDER  -  ? (See Below)
 PV0143
 PV0143.The horizontal coordinates were scaled from a topographic map and have
 PV0143.an estimated accuracy of +/- 6 seconds.
 PV0143
 PV0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0143.The vertical order pertains to the NGVD 29 superseded value.
 PV0143
 PV0143.The geoid height was determined by GEOID03.
 PV0143
 PV0143;                    North         East    Units  Estimated Accuracy
 PV0143;SPC WY E     -   435,270.      223,670.      MT  (+/- 180 meters Scaled)
 PV0143
 PV0143                          SUPERSEDED SURVEY CONTROL
 PV0143
 PV0143  NGVD 29 (??/??/92) 1268.846  (m)         4162.87   (f) ADJ UNCH    ?  
 PV0143
 PV0143.Superseded values are not recommended for survey control.
 PV0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0143.See file dsdata.txt to determine how the superseded data were derived.
 PV0143
 PV0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK103183(NAD 83)
 PV0143_MARKER: DD = SURVEY DISK
 PV0143_SETTING: 0 = UNSPECIFIED SETTING
 PV0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0143
 PV0143  HISTORY     - Date     Condition        Report By
 PV0143  HISTORY     - UNK      MONUMENTED       WYHD
 PV0143  HISTORY     - 1934     GOOD             NGS
 PV0143
 PV0143                          STATION DESCRIPTION
 PV0143
 PV0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PV0143'11.8 MI NE FROM MOORCROFT.
 PV0143'ABOUT 11.8 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM MOORCROFT,
 PV0143'CROOK CUNTY.  NOTE-- NO DETAILED DESCRIPTION OF THIS MARK IS
 PV0143'AVAILABLE AT THIS OFFICE.  ANYONE RECOVERING AND IDENTIFYING THIS
 PV0143'BENCH MARK WILL CONFER A FAVOR BY SUBMITTING A COMPLETE
 PV0143'DESCRIPTION TO THE DIRECTION, U.S. COAST AND GEODETIC SURVEY,
 PV0143'WASHINGTON, D.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0173 ***********************************************************************
 PW0173  DESIGNATION -  4160
 PW0173  PID         -  PW0173
 PW0173  STATE/COUNTY-  WY/JOHNSON
 PW0173  USGS QUAD   -  UCROSS (1970)
 PW0173
 PW0173                         *CURRENT SURVEY CONTROL
 PW0173  ___________________________________________________________________
 PW0173* NAD 83(1986)-  44 31 31.     (N)    106 33 17.     (W)     SCALED    
 PW0173* NAVD 88     -      1271.495  (meters)    4171.56   (feet)  ADJUSTED  
 PW0173  ___________________________________________________________________
 PW0173  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 PW0173  DYNAMIC HT  -        1270.952 (meters)    4169.78  (feet)  COMP
 PW0173  MODELED GRAV-     980,147.5   (mgal)                       NAVD 88
 PW0173
 PW0173  VERT ORDER  -  FIRST     CLASS II
 PW0173
 PW0173.The horizontal coordinates were scaled from a topographic map and have
 PW0173.an estimated accuracy of +/- 6 seconds.
 PW0173
 PW0173.The orthometric height was determined by differential leveling
 PW0173.and adjusted by the National Geodetic Survey in June 1991..
 PW0173
 PW0173.The geoid height was determined by GEOID03.
 PW0173
 PW0173.The dynamic height is computed by dividing the NAVD 88
 PW0173.geopotential number by the normal gravity value computed on the
 PW0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0173.degrees latitude (g = 980.6199 gals.).
 PW0173
 PW0173.The modeled gravity was interpolated from observed gravity values.
 PW0173
 PW0173;                    North         East    Units  Estimated Accuracy
 PW0173;SPC WYEC     -   547,410.      461,890.      MT  (+/- 180 meters Scaled)
 PW0173
 PW0173                          SUPERSEDED SURVEY CONTROL
 PW0173
 PW0173  NGVD 29 (??/??/92) 1270.739  (m)         4169.08   (f) ADJ UNCH    1 2
 PW0173
 PW0173.Superseded values are not recommended for survey control.
 PW0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0173.See file dsdata.txt to determine how the superseded data were derived.
 PW0173
 PW0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK764313(NAD 83)
 PW0173_MARKER: Z = SEE DESCRIPTION
 PW0173_SETTING: 66 = SET IN ROCK OUTCROP
 PW0173_SP_SET: LIME STONE ROCK
 PW0173_STAMPING: 4160 SHER
 PW0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0173+STABILITY: POSITION/ELEVATION WELL
 PW0173
 PW0173  HISTORY     - Date     Condition        Report By
 PW0173  HISTORY     - UNK      MONUMENTED       USGS
 PW0173  HISTORY     - 1934     GOOD             NGS
 PW0173
 PW0173                          STATION DESCRIPTION
 PW0173
 PW0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0173'3.4 MI SW FROM UCROSS.
 PW0173'IN JOHNSON COUNTY, 3.4 MILES SOUTHWEST ALONG THE WYOMING RAILWAY FROM
 PW0173'UCROSS, SHERIDAN COUNTY, 400 FEET SOUTH OF MILEPOST 13, 119 FEET NORTH
 PW0173'OF THE NORTH END OF THE BRIDGE OVER COPPS DRAW, BETWEEN THE RAILWAY
 PW0173'AND U.S. HIGHWAY 16, 54.6 FEET SOUTHEAST OF THE CONCRETE SPILLWAY OF
 PW0173'AN IRRIGATION DITCH, 65.9 FEET EAST OF THE CENTER OF A CROSSING, 102.2
 PW0173'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 69.5 FEET EAST OF THE EAST
 PW0173'RAIL, AND IN THE TOP OF A LIMESTONE ROCK.  A UNITED STATES GEOLOGICAL
 PW0173'SURVEY STANDARD DISK, STAMPED 4160 SHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0058 ***********************************************************************
 OU0058  DESIGNATION -  4171 DW
 OU0058  PID         -  OU0058
 OU0058  STATE/COUNTY-  WY/WESTON
 OU0058  USGS QUAD   -  PEDRO (1972)
 OU0058
 OU0058                         *CURRENT SURVEY CONTROL
 OU0058  ___________________________________________________________________
 OU0058* NAD 83(1986)-  43 52 43.     (N)    104 17 54.     (W)     SCALED    
 OU0058* NAVD 88     -      1272.665  (meters)    4175.40   (feet)  POSTED    
 OU0058  ___________________________________________________________________
 OU0058  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OU0058  DYNAMIC HT  -        1272.110 (meters)    4173.58  (feet)  COMP
 OU0058  MODELED GRAV-     980,136.4   (mgal)                       NAVD 88
 OU0058
 OU0058  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0058
 OU0058.The horizontal coordinates were scaled from a topographic map and have
 OU0058.an estimated accuracy of +/- 6 seconds.
 OU0058
 OU0058.The orthometric height was determined by differential leveling
 OU0058.and adjusted by the National Geodetic Survey in 1992..
 OU0058.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0058.rate of 0.0 thru 1.0 mm/km.
 OU0058
 OU0058.The geoid height was determined by GEOID03.
 OU0058
 OU0058.The dynamic height is computed by dividing the NAVD 88
 OU0058.geopotential number by the normal gravity value computed on the
 OU0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0058.degrees latitude (g = 980.6199 gals.).
 OU0058
 OU0058.The modeled gravity was interpolated from observed gravity values.
 OU0058
 OU0058;                    North         East    Units  Estimated Accuracy
 OU0058;SPC WY E     -   375,630.      269,780.      MT  (+/- 180 meters Scaled)
 OU0058
 OU0058                          SUPERSEDED SURVEY CONTROL
 OU0058
 OU0058.No superseded survey control is available for this station.
 OU0058
 OU0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ563586(NAD 83)
 OU0058_MARKER: P = PIPE CAP
 OU0058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0058
 OU0058  HISTORY     - Date     Condition        Report By
 OU0058  HISTORY     - UNK      MONUMENTED       USGS
 OU0058  HISTORY     - 1957     GOOD             NGS
 OU0058
 OU0058                          STATION DESCRIPTION
 OU0058
 OU0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0058'5.5 MI W FROM NEWCASTLE.
 OU0058'ABOUT 5.5 MI W OF NEWCASTLE, WESTON COUNTY, WYO., 290 METERS
 OU0058'E OF OVERHEAD RR BRIDGE NO. 526.12 AND DIRECTLY N OF U.S.
 OU0058'EXPERIMENTAL AGRICULTURAL FARM, ON THE N SIDE OF THE WAGON ROAD
 OU0058'AND 25 METERS S OF THE CENTER LINE OF THE MAIN TRACK OF THE
 OU0058'CHICAGO, BURLINGTON AND QUINCY RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0150 ***********************************************************************
 PX0150  DESIGNATION -  4191
 PX0150  PID         -  PX0150
 PX0150  STATE/COUNTY-  WY/PARK
 PX0150  USGS QUAD   -  FRANNIE (1966)
 PX0150
 PX0150                         *CURRENT SURVEY CONTROL
 PX0150  ___________________________________________________________________
 PX0150* NAD 83(1986)-  44 58 09.     (N)    108 37 22.     (W)     SCALED    
 PX0150* NAVD 88     -      1281.172  (meters)    4203.31   (feet)  ADJUSTED  
 PX0150  ___________________________________________________________________
 PX0150  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 PX0150  DYNAMIC HT  -        1280.678 (meters)    4201.69  (feet)  COMP
 PX0150  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 PX0150
 PX0150  VERT ORDER  -  FIRST     CLASS II
 PX0150
 PX0150.The horizontal coordinates were scaled from a topographic map and have
 PX0150.an estimated accuracy of +/- 6 seconds.
 PX0150
 PX0150.The orthometric height was determined by differential leveling
 PX0150.and adjusted by the National Geodetic Survey in June 1991..
 PX0150
 PX0150.The geoid height was determined by GEOID03.
 PX0150
 PX0150.The dynamic height is computed by dividing the NAVD 88
 PX0150.geopotential number by the normal gravity value computed on the
 PX0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0150.degrees latitude (g = 980.6199 gals.).
 PX0150
 PX0150.The modeled gravity was interpolated from observed gravity values.
 PX0150
 PX0150;                    North         East    Units  Estimated Accuracy
 PX0150;SPC WYWC     -   496,450.      610,040.      MT  (+/- 180 meters Scaled)
 PX0150
 PX0150                          SUPERSEDED SURVEY CONTROL
 PX0150
 PX0150  NGVD 29 (??/??/92) 1280.226  (m)         4200.21   (f) ADJ UNCH    1 2
 PX0150
 PX0150.Superseded values are not recommended for survey control.
 PX0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0150.See file dsdata.txt to determine how the superseded data were derived.
 PX0150
 PX0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ874822(NAD 83)
 PX0150_MARKER: P = PIPE CAP
 PX0150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PX0150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PX0150_STAMPING: 4199.972
 PX0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0150
 PX0150  HISTORY     - Date     Condition        Report By
 PX0150  HISTORY     - UNK      MONUMENTED       USGS
 PX0150  HISTORY     - 1933     GOOD             NGS
 PX0150  HISTORY     - 1966     MARK NOT FOUND   USGS
 PX0150
 PX0150                          STATION DESCRIPTION
 PX0150
 PX0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PX0150'IN FRANNIE.
 PX0150'AT FRANNIE, PARK COUNTY, ABOUT 1/4 MILE SOUTHEAST OF THE CHICAGO,
 PX0150'BURLINGTON AND QUINCY RAILROAD STATION, 600 FEET EAST OF A HIGHWAY,
 PX0150'AND 500 FEET SOUTH OF A STREET INTERSECTING THE HIGHWAY.  A UNITED
 PX0150'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4199.972 AND RIVETED ON
 PX0150'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 20 INCHES ABOVE GROUND.
 PX0150
 PX0150                          STATION RECOVERY (1966)
 PX0150
 PX0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0040 ***********************************************************************
 OU0040  DESIGNATION -  4195 DW
 OU0040  PID         -  OU0040
 OU0040  STATE/COUNTY-  WY/WESTON
 OU0040  USGS QUAD   -  NEWCASTLE (1979)
 OU0040
 OU0040                         *CURRENT SURVEY CONTROL
 OU0040  ___________________________________________________________________
 OU0040* NAD 83(1986)-  43 47 24.     (N)    104 09 40.     (W)     SCALED    
 OU0040* NAVD 88     -      1279.825  (meters)    4198.89   (feet)  ADJUSTED  
 OU0040  ___________________________________________________________________
 OU0040  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 OU0040  DYNAMIC HT  -        1279.257 (meters)    4197.03  (feet)  COMP
 OU0040  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 OU0040
 OU0040  VERT ORDER  -  FIRST     CLASS II
 OU0040
 OU0040.The horizontal coordinates were scaled from a topographic map and have
 OU0040.an estimated accuracy of +/- 6 seconds.
 OU0040
 OU0040.The orthometric height was determined by differential leveling
 OU0040.and adjusted by the National Geodetic Survey in June 1991..
 OU0040
 OU0040.The geoid height was determined by GEOID03.
 OU0040
 OU0040.The dynamic height is computed by dividing the NAVD 88
 OU0040.geopotential number by the normal gravity value computed on the
 OU0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0040.degrees latitude (g = 980.6199 gals.).
 OU0040
 OU0040.The modeled gravity was interpolated from observed gravity values.
 OU0040
 OU0040;                    North         East    Units  Estimated Accuracy
 OU0040;SPC WY E     -   365,910.      280,930.      MT  (+/- 180 meters Scaled)
 OU0040
 OU0040                          SUPERSEDED SURVEY CONTROL
 OU0040
 OU0040  NGVD 29 (??/??/92) 1279.181  (m)         4196.78   (f) ADJ UNCH    1 2
 OU0040
 OU0040.Superseded values are not recommended for survey control.
 OU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0040.See file dsdata.txt to determine how the superseded data were derived.
 OU0040
 OU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ674488(NAD 83)
 OU0040_MARKER: P = PIPE CAP
 OU0040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0040_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0040_STAMPING: 4196.809 DW
 OU0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0040
 OU0040  HISTORY     - Date     Condition        Report By
 OU0040  HISTORY     - UNK      MONUMENTED       USGS
 OU0040  HISTORY     - 1957     GOOD             NGS
 OU0040
 OU0040                          STATION DESCRIPTION
 OU0040
 OU0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0040'5.6 MI SE FROM NEWCASTLE.
 OU0040'ABOUT 5.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0040'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 15,
 OU0040'T.44 N., R.61 W., 4 1/2 POLES NORTH OF THE STATION SIGN AT
 OU0040'SPENCER SIDING, 1 1/2 POLES NORTH OF MILEPOST 515, 34 FEET EAST
 OU0040'OF THE EAST RAIL OF THE MAIN TRACK, 33 FEET SOUTH OF THE CENTER
 OU0040'LINE OF A ROAD, 46 FEET SOUTHEAST OF THE CENTER OF THE CROSSING
 OU0040'OF THE MAIN TRACK AND THE ROAD, 2 1/2 FEET NORTH OF A WHITE
 OU0040'WOODEN WITNESS POST, 2 FEET LOWER THAN THE TRACK, A CAP ON A
 OU0040'3 1/2-INCH IRON PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0286 ***********************************************************************
 MP0286  DESIGNATION -  42 A
 MP0286  PID         -  MP0286
 MP0286  STATE/COUNTY-  WY/CARBON
 MP0286  USGS QUAD   -  SAVERY (1961)
 MP0286
 MP0286                         *CURRENT SURVEY CONTROL
 MP0286  ___________________________________________________________________
 MP0286* NAD 83(1986)-  41 01 08.     (N)    107 24 20.     (W)     SCALED    
 MP0286* NAVD 88     -      1990.442  (meters)    6530.31   (feet)  ADJUSTED  
 MP0286  ___________________________________________________________________
 MP0286  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 MP0286  DYNAMIC HT  -        1988.643 (meters)    6524.41  (feet)  COMP
 MP0286  MODELED GRAV-     979,649.2   (mgal)                       NAVD 88
 MP0286
 MP0286  VERT ORDER  -  SECOND    CLASS 0
 MP0286
 MP0286.The horizontal coordinates were scaled from a topographic map and have
 MP0286.an estimated accuracy of +/- 6 seconds.
 MP0286
 MP0286.The orthometric height was determined by differential leveling
 MP0286.and adjusted by the National Geodetic Survey in June 1991..
 MP0286
 MP0286.The geoid height was determined by GEOID03.
 MP0286
 MP0286.The dynamic height is computed by dividing the NAVD 88
 MP0286.geopotential number by the normal gravity value computed on the
 MP0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0286.degrees latitude (g = 980.6199 gals.).
 MP0286
 MP0286.The modeled gravity was interpolated from observed gravity values.
 MP0286
 MP0286;                    North         East    Units  Estimated Accuracy
 MP0286;SPC WYEC     -   157,620.      393,930.      MT  (+/- 180 meters Scaled)
 MP0286
 MP0286                          SUPERSEDED SURVEY CONTROL
 MP0286
 MP0286  NGVD 29 (??/??/92) 1989.260  (m)         6526.43   (f) ADJ UNCH    2 0
 MP0286
 MP0286.Superseded values are not recommended for survey control.
 MP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0286.See file dsdata.txt to determine how the superseded data were derived.
 MP0286
 MP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF977436(NAD 83)
 MP0286_MARKER: DD = SURVEY DISK
 MP0286_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MP0286_SP_SET: UNSPECIFIED ROCK
 MP0286_STAMPING: 42 A 1931
 MP0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0286
 MP0286  HISTORY     - Date     Condition        Report By
 MP0286  HISTORY     - 1931     MONUMENTED       USGS
 MP0286
 MP0286                          STATION DESCRIPTION
 MP0286
 MP0286'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 MP0286'2 MI W FROM SLATER, CO.
 MP0286'IN CARBON COUNTY, WYOMING, ABOUT 15 MILES EAST ALONG THE ENCAMPMENT
 MP0286'ROAD FROM BAGGS, CARBON COUNTY, WYOMING, ABOUT 2 MILES WEST OF SLATER,
 MP0286'MOFFAT COUNTY, COLORADO, IN THE SOUTHEAST QUARTER OF SECTION 9, T 12
 MP0286'N, R 89 W, 45 FEET NORTHWEST OF A SMALL WOODEN BRIDGE, 37 FEET WEST OF
 MP0286'THE CENTERLINE OF THE ROAD, ABOUT 10 FEET HIGHER THAN THE BOTTOM OF A
 MP0286'RAVINE, ON THE NORTH BANK OF THE RAVINE, AND IN THE TOP OF A LARGE
 MP0286'ROCK FORMATION.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 42 A
 MP0286'1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0484 ***********************************************************************
 OV0484  DESIGNATION -  42 ARD
 OV0484  PID         -  OV0484
 OV0484  STATE/COUNTY-  WY/NATRONA
 OV0484  USGS QUAD   -  TTT RANCH (1981)
 OV0484
 OV0484                         *CURRENT SURVEY CONTROL
 OV0484  ___________________________________________________________________
 OV0484* NAD 83(1986)-  43 33 03.     (N)    106 41 21.     (W)     SCALED    
 OV0484* NAVD 88     -      1503.244  (meters)    4931.89   (feet)  POSTED    
 OV0484  ___________________________________________________________________
 OV0484  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 OV0484  DYNAMIC HT  -        1502.450 (meters)    4929.29  (feet)  COMP
 OV0484  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 OV0484
 OV0484  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0484
 OV0484.The horizontal coordinates were scaled from a topographic map and have
 OV0484.an estimated accuracy of +/- 6 seconds.
 OV0484
 OV0484.The orthometric height was determined by differential leveling
 OV0484.and adjusted by the National Geodetic Survey in 1992..
 OV0484.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0484.rate of 0.0 thru 1.0 mm/km.
 OV0484
 OV0484.The geoid height was determined by GEOID03.
 OV0484
 OV0484.The dynamic height is computed by dividing the NAVD 88
 OV0484.geopotential number by the normal gravity value computed on the
 OV0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0484.degrees latitude (g = 980.6199 gals.).
 OV0484
 OV0484.The modeled gravity was interpolated from observed gravity values.
 OV0484
 OV0484;                    North         East    Units  Estimated Accuracy
 OV0484;SPC WYEC     -   439,050.      452,050.      MT  (+/- 180 meters Scaled)
 OV0484
 OV0484                          SUPERSEDED SURVEY CONTROL
 OV0484
 OV0484.No superseded survey control is available for this station.
 OV0484
 OV0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ635233(NAD 83)
 OV0484_MARKER: DB = BENCH MARK DISK
 OV0484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0484_SP_SET: COPPER-CLAD STEEL ROD
 OV0484_STAMPING: 42 ARD 1968
 OV0484_MARK LOGO: USGS  
 OV0484_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0484+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0484
 OV0484  HISTORY     - Date     Condition        Report By
 OV0484  HISTORY     - 1968     MONUMENTED       USGS
 OV0484
 OV0484                          STATION DESCRIPTION
 OV0484
 OV0484'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0484'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTHEAST ALONG OLD U.S.
 OV0484'HIGHWAY 87 AND INTERSTATE 25, THENCE 8.2 MILES SOUTH ALONG TTT RANCH
 OV0484'ROAD (LONE BEAR ROAD), 100 FEET NORTH OF THE FENCE AT A SMALL DRAIN,
 OV0484'130 FEET WEST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 1 FOOT
 OV0484'EAST OF THE FENCE AND A WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD
 OV0484'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0764 ***********************************************************************
 PY0764  DESIGNATION -  42 MDC
 PY0764  PID         -  PY0764
 PY0764  STATE/COUNTY-  WY/TETON
 PY0764  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0764
 PY0764                         *CURRENT SURVEY CONTROL
 PY0764  ___________________________________________________________________
 PY0764* NAD 83(1986)-  44 35 04.     (N)    110 49 48.     (W)     SCALED    
 PY0764* NAVD 88     -      2185.010  (meters)    7168.65   (feet)  ADJUSTED  
 PY0764  ___________________________________________________________________
 PY0764  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PY0764  DYNAMIC HT  -        2183.659 (meters)    7164.22  (feet)  COMP
 PY0764  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 PY0764
 PY0764  VERT ORDER  -  FIRST     CLASS II
 PY0764
 PY0764.The horizontal coordinates were scaled from a topographic map and have
 PY0764.an estimated accuracy of +/- 6 seconds.
 PY0764
 PY0764.The orthometric height was determined by differential leveling
 PY0764.and adjusted by the National Geodetic Survey in June 1991..
 PY0764
 PY0764.The geoid height was determined by GEOID03.
 PY0764
 PY0764.The dynamic height is computed by dividing the NAVD 88
 PY0764.geopotential number by the normal gravity value computed on the
 PY0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0764.degrees latitude (g = 980.6199 gals.).
 PY0764
 PY0764.The modeled gravity was interpolated from observed gravity values.
 PY0764
 PY0764;                    North         East    Units  Estimated Accuracy
 PY0764;SPC WY W     -   553,960.      740,710.      MT  (+/- 180 meters Scaled)
 PY0764
 PY0764                          SUPERSEDED SURVEY CONTROL
 PY0764
 PY0764  NGVD 29 (08/20/92) 2183.691  (m)         7164.33   (f) ADJUSTED    1 2
 PY0764
 PY0764.Superseded values are not recommended for survey control.
 PY0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0764.See file dsdata.txt to determine how the superseded data were derived.
 PY0764
 PY0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ134368(NAD 83)
 PY0764_MARKER: DB = BENCH MARK DISK
 PY0764_SETTING: 80 = SET IN A BOULDER
 PY0764_SP_SET: BOULDER
 PY0764_STAMPING: 42 MDC 1976 7163
 PY0764_MARK LOGO: USGS  
 PY0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0764+STABILITY: SURFACE MOTION
 PY0764
 PY0764  HISTORY     - Date     Condition        Report By
 PY0764  HISTORY     - 1976     MONUMENTED       USGS
 PY0764  HISTORY     - 1987     GOOD             NGS
 PY0764
 PY0764                          STATION DESCRIPTION
 PY0764
 PY0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0764'8.4 KM (5.20 MI) SOUTH FROM MADISON JUNCTION.
 PY0764'8.4 KM (5.20 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0764'FROM ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN
 PY0764'MADISON JUNCTION, IN THE EAST SIDE AND NEAR THE TOP OF A 3 FOOT DOME
 PY0764'SHAPED BOULDER AT THE NORTH END OF A HIGHWAY PULLOUT ALONG THE EAST
 PY0764'BANK OF THE FIREHOLE RIVER, AND 17.6 M (57.7 FT) WEST OF THE
 PY0764'CENTERLINE OF THE HIGHWAY.
 PY0764'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0355 ***********************************************************************
 PX0355  DESIGNATION -  42 MR
 PX0355  PID         -  PX0355
 PX0355  STATE/COUNTY-  WY/BIG HORN
 PX0355  USGS QUAD   -  WARDEL RESERVOIR (1951)
 PX0355
 PX0355                         *CURRENT SURVEY CONTROL
 PX0355  ___________________________________________________________________
 PX0355* NAD 83(1993)-  44 15 24.30448(N)    108 22 11.63566(W)     ADJUSTED  
 PX0355* NAVD 88     -      1433.13   (+/-2cm)    4701.9    (feet)  VERTCON   
 PX0355  ___________________________________________________________________
 PX0355  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 PX0355  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 PX0355
 PX0355  HORZ ORDER  -  THIRD
 PX0355  VERT ORDER  -  THIRD ? (See Below)
 PX0355
 PX0355.The horizontal coordinates were established by classical geodetic methods
 PX0355.and adjusted by the National Geodetic Survey in January 1997..
 PX0355
 PX0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0355.The vertical order pertains to the NGVD 29 superseded value.
 PX0355
 PX0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0355
 PX0355.The geoid height was determined by GEOID03.
 PX0355
 PX0355;                    North         East     Units Scale Factor Converg.
 PX0355;SPC WYEC     -   517,798.955   317,225.443   MT  1.00002173   -0 43 24.4
 PX0355;UTM  12      - 4,903,754.483   709,956.587   MT  1.00014217   +1 50 10.1
 PX0355
 PX0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0355!SPC WYEC     -   0.99977744  x   1.00002173  =   0.99979917
 PX0355!UTM  12      -   0.99977744  x   1.00014217  =   0.99991958
 PX0355
 PX0355:                Primary Azimuth Mark                     Grid Az
 PX0355:SPC WYEC     -  DORSEY                                   114 40 19.1
 PX0355:UTM  12      -  DORSEY                                   112 06 44.6
 PX0355
 PX0355|---------------------------------------------------------------------|
 PX0355| PID    Reference Object                     Distance      Geod. Az  |
 PX0355|                                                           dddmmss.s |
 PX0355| PX0345 DORSEY                              APPROX.11.1 KM 1135654.7 |
 PX0355|---------------------------------------------------------------------|
 PX0355
 PX0355                          SUPERSEDED SURVEY CONTROL
 PX0355
 PX0355  NAD 83(1986)-  44 15 24.29566(N)    108 22 11.62988(W) AD(       ) 3
 PX0355  NAD 27      -  44 15 24.45684(N)    108 22 09.23521(W) AD(       ) 3
 PX0355  NGVD 29 (07/19/86) 1432.21   (m)         4698.8    (f) LEVELING    3  
 PX0355
 PX0355.Superseded values are not recommended for survey control.
 PX0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0355.See file dsdata.txt to determine how the superseded data were derived.
 PX0355
 PX0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0995703754(NAD 83)
 PX0355_MARKER: DB = BENCH MARK DISK
 PX0355_SETTING: 0 = UNSPECIFIED SETTING
 PX0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0355
 PX0355  HISTORY     - Date     Condition        Report By
 PX0355  HISTORY     - 1948     MONUMENTED       USGS
 PX0355
 PX0355                          STATION DESCRIPTION
 PX0355
 PX0355'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0355'STATION LOCATED ABOUT 20 MI. W. OF MANDERSON, ABOUT 7 MI. W. OF HIGH
 PX0355'BADLAND PEAK, ABOUT 1 MI. SE. OF OLD CABIN 40 FT. E. OF RD. FORK.
 PX0355'
 PX0355'TO REACH FROM BASIN POST OFFICE, GO N. 0.5 MI. ON U.S. HIGHWAY 20 TO
 PX0355'SIDE RD., TURN LEFT AND GO W. ON MACADAM RD. 5.7 MI. TO COUNTY RD.
 PX0355'FORK, TURN LEFT ON GRAVEL RD. AND GO 11.5 MI. TO SIDE RD. AT FENCE
 PX0355'CORNER, TURN LEFT OFF GRAVEL RD. AND GO S. 9.4 MI. TO RD. FORK, TAKE
 PX0355'LEFT FORK AND 2.7 MI. TO RD. FORK, TAKE RIGHT FORK AND GO 1.7 MI. TO
 PX0355'TOP OF BASIN AND BM AV 74,TURN RIGHT AND GO W. 1.0 MI. TO FORK, TAKE
 PX0355'LEFT FORK AND GO 1.1 MI. TO RD. FORK AND STATION.
 PX0355'
 PX0355'STATION MARK - STANDARD TABLET SET IN PRE-CAST CONCRETE MONUMENT AND
 PX0355'STAMPED,---42 MR 1948---.
 PX0355'
 PX0355'REFERENCE MARK - AN IRON ROD IN ROCK PILE 136.70 FT. W. OF STATION
 PX0355'MARK, S 05 DEG 49 MIN 31 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0744 ***********************************************************************
 NQ0744  DESIGNATION -  42 SJS
 NQ0744  PID         -  NQ0744
 NQ0744  STATE/COUNTY-  WY/CONVERSE
 NQ0744  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0744
 NQ0744                         *CURRENT SURVEY CONTROL
 NQ0744  ___________________________________________________________________
 NQ0744* NAD 83(1986)-  42 46 33.     (N)    104 55 39.     (W)     SCALED    
 NQ0744* NAVD 88     -      1533.763  (meters)    5032.02   (feet)  ADJUSTED  
 NQ0744  ___________________________________________________________________
 NQ0744  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 NQ0744  DYNAMIC HT  -        1532.848 (meters)    5029.02  (feet)  COMP
 NQ0744  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 NQ0744
 NQ0744  VERT ORDER  -  THIRD
 NQ0744
 NQ0744.The horizontal coordinates were scaled from a topographic map and have
 NQ0744.an estimated accuracy of +/- 6 seconds.
 NQ0744
 NQ0744.The orthometric height was determined by differential leveling
 NQ0744.and adjusted by the National Geodetic Survey in December 1993..
 NQ0744
 NQ0744.The geoid height was determined by GEOID03.
 NQ0744
 NQ0744.The dynamic height is computed by dividing the NAVD 88
 NQ0744.geopotential number by the normal gravity value computed on the
 NQ0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0744.degrees latitude (g = 980.6199 gals.).
 NQ0744
 NQ0744.The modeled gravity was interpolated from observed gravity values.
 NQ0744
 NQ0744;                    North         East    Units  Estimated Accuracy
 NQ0744;SPC WY E     -   252,780.      219,570.      MT  (+/- 180 meters Scaled)
 NQ0744
 NQ0744                          SUPERSEDED SURVEY CONTROL
 NQ0744
 NQ0744.No superseded survey control is available for this station.
 NQ0744
 NQ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH059359(NAD 83)
 NQ0744_MARKER: DB = BENCH MARK DISK
 NQ0744_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0744+WITH SETTING: INFORMATION.
 NQ0744_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0744_STAMPING: 42 SJS 1970
 NQ0744_MARK LOGO: USGS  
 NQ0744_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0744
 NQ0744  HISTORY     - Date     Condition        Report By
 NQ0744  HISTORY     - 1970     MONUMENTED       USGS
 NQ0744
 NQ0744                          STATION DESCRIPTION
 NQ0744
 NQ0744'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0744'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 0.95 MILE (1.53 KM)
 NQ0744'NORTH ALONG THE COUNTY ROAD LEADING TO THE BOB MANNING RANCH, IN THE
 NQ0744'SW 1/4 OF S.5, T.32 N., R.67 W., 41 FEET (12.5 M) EAST AND 28 FEET
 NQ0744'(8.5 M) SOUTH OF AN EAST-WEST CROSSROAD, 8 FEET (2.4 M) EAST OF A
 NQ0744'FENCE CORNER, 1 FOOT (0.3 M) NORTH OF A FENCE, ENCASED IN A 6-INCH
 NQ0744'WHITE PLASTIC PIPE PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED
 NQ0744'ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0122 ***********************************************************************
 PX0122  DESIGNATION -  4212
 PX0122  PID         -  PX0122
 PX0122  STATE/COUNTY-  WY/PARK
 PX0122  USGS QUAD   -  DEAVER RESERVOIR (1966)
 PX0122
 PX0122                         *CURRENT SURVEY CONTROL
 PX0122  ___________________________________________________________________
 PX0122* NAD 83(1986)-  44 56 41.     (N)    108 37 51.     (W)     SCALED    
 PX0122* NAVD 88     -      1287.424  (meters)    4223.82   (feet)  ADJUSTED  
 PX0122  ___________________________________________________________________
 PX0122  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 PX0122  DYNAMIC HT  -        1286.921 (meters)    4222.17  (feet)  COMP
 PX0122  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 PX0122
 PX0122  VERT ORDER  -  FIRST     CLASS II
 PX0122
 PX0122.The horizontal coordinates were scaled from a topographic map and have
 PX0122.an estimated accuracy of +/- 6 seconds.
 PX0122
 PX0122.The orthometric height was determined by differential leveling
 PX0122.and adjusted by the National Geodetic Survey in June 1991..
 PX0122
 PX0122.The geoid height was determined by GEOID03.
 PX0122
 PX0122.The dynamic height is computed by dividing the NAVD 88
 PX0122.geopotential number by the normal gravity value computed on the
 PX0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0122.degrees latitude (g = 980.6199 gals.).
 PX0122
 PX0122.The modeled gravity was interpolated from observed gravity values.
 PX0122
 PX0122;                    North         East    Units  Estimated Accuracy
 PX0122;SPC WYWC     -   493,730.      609,400.      MT  (+/- 180 meters Scaled)
 PX0122
 PX0122                          SUPERSEDED SURVEY CONTROL
 PX0122
 PX0122  NGVD 29 (??/??/92) 1286.476  (m)         4220.71   (f) ADJ UNCH    1 2
 PX0122
 PX0122.Superseded values are not recommended for survey control.
 PX0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0122.See file dsdata.txt to determine how the superseded data were derived.
 PX0122
 PX0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ869795(NAD 83)
 PX0122_MARKER: P = PIPE CAP
 PX0122_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PX0122_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PX0122_STAMPING: 4220.467
 PX0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0122
 PX0122  HISTORY     - Date     Condition        Report By
 PX0122  HISTORY     - UNK      MONUMENTED       USGS
 PX0122  HISTORY     - 1933     GOOD             NGS
 PX0122
 PX0122                          STATION DESCRIPTION
 PX0122
 PX0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PX0122'1.8 MI S FROM FRANNIE.
 PX0122'ABOUT 1.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0122'RAILROAD FROM FRANNIE, PARK COUNTY, AT MILEAGE 457.2, ON THE TOP OF A
 PX0122'RIDGE, AND ABOUT 1,530 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK.
 PX0122'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4220.467 AND
 PX0122'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 17
 PX0122'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0264 ***********************************************************************
 PW0264  DESIGNATION -  4215.32
 PW0264  PID         -  PW0264
 PW0264  STATE/COUNTY-  WY/SHERIDAN
 PW0264  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0264
 PW0264                         *CURRENT SURVEY CONTROL
 PW0264  ___________________________________________________________________
 PW0264* NAD 83(1986)-  44 50 57.     (N)    107 17 07.     (W)     SCALED    
 PW0264* NAVD 88     -      1285.187  (meters)    4216.48   (feet)  ADJUSTED  
 PW0264  ___________________________________________________________________
 PW0264  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 PW0264  DYNAMIC HT  -        1284.698 (meters)    4214.88  (feet)  COMP
 PW0264  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 PW0264
 PW0264  VERT ORDER  -  SECOND    CLASS 0
 PW0264
 PW0264.The horizontal coordinates were scaled from a topographic map and have
 PW0264.an estimated accuracy of +/- 6 seconds.
 PW0264
 PW0264.The orthometric height was determined by differential leveling
 PW0264.and adjusted by the National Geodetic Survey in June 1991..
 PW0264
 PW0264.The geoid height was determined by GEOID03.
 PW0264
 PW0264.The dynamic height is computed by dividing the NAVD 88
 PW0264.geopotential number by the normal gravity value computed on the
 PW0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0264.degrees latitude (g = 980.6199 gals.).
 PW0264
 PW0264.The modeled gravity was interpolated from observed gravity values.
 PW0264
 PW0264;                    North         East    Units  Estimated Accuracy
 PW0264;SPC WYEC     -   583,100.      403,800.      MT  (+/- 180 meters Scaled)
 PW0264
 PW0264                          SUPERSEDED SURVEY CONTROL
 PW0264
 PW0264  NGVD 29 (??/??/92) 1284.407  (m)         4213.93   (f) ADJ UNCH    2 0
 PW0264
 PW0264.Superseded values are not recommended for survey control.
 PW0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0264.See file dsdata.txt to determine how the superseded data were derived.
 PW0264
 PW0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK194687(NAD 83)
 PW0264_MARKER: DD = SURVEY DISK
 PW0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0264_SP_SET: CULVERT
 PW0264_STAMPING: 4215.32 62
 PW0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0264
 PW0264  HISTORY     - Date     Condition        Report By
 PW0264  HISTORY     - UNK      MONUMENTED       BPR
 PW0264  HISTORY     - 1966     GOOD             NGS
 PW0264
 PW0264                          STATION DESCRIPTION
 PW0264
 PW0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0264'2.35 MI SW FROM DAYTON.
 PW0264'2.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0264'DAYTON, 0.05 MILE NORTH OF THE JUNCTION OF A DRIVEWAY WEST TO IXL
 PW0264'RANCH, IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEAD WALL OF A
 PW0264'24-INCH PIPE CULVERT, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PW0264'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0068 ***********************************************************************
 OU0068  DESIGNATION -  4218 DW
 OU0068  PID         -  OU0068
 OU0068  STATE/COUNTY-  WY/WESTON
 OU0068  USGS QUAD   -  PEDRO (1972)
 OU0068
 OU0068                         *CURRENT SURVEY CONTROL
 OU0068  ___________________________________________________________________
 OU0068* NAD 83(1986)-  43 55 47.     (N)    104 21 22.     (W)     SCALED    
 OU0068* NAVD 88     -      1286.954  (meters)    4222.28   (feet)  ADJUSTED  
 OU0068  ___________________________________________________________________
 OU0068  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 OU0068  DYNAMIC HT  -        1286.403 (meters)    4220.47  (feet)  COMP
 OU0068  MODELED GRAV-     980,145.3   (mgal)                       NAVD 88
 OU0068
 OU0068  VERT ORDER  -  FIRST     CLASS II
 OU0068
 OU0068.The horizontal coordinates were scaled from a topographic map and have
 OU0068.an estimated accuracy of +/- 6 seconds.
 OU0068
 OU0068.The orthometric height was determined by differential leveling
 OU0068.and adjusted by the National Geodetic Survey in June 1991..
 OU0068
 OU0068.The geoid height was determined by GEOID03.
 OU0068
 OU0068.The dynamic height is computed by dividing the NAVD 88
 OU0068.geopotential number by the normal gravity value computed on the
 OU0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0068.degrees latitude (g = 980.6199 gals.).
 OU0068
 OU0068.The modeled gravity was interpolated from observed gravity values.
 OU0068
 OU0068;                    North         East    Units  Estimated Accuracy
 OU0068;SPC WY E     -   381,260.      265,080.      MT  (+/- 180 meters Scaled)
 OU0068
 OU0068                          SUPERSEDED SURVEY CONTROL
 OU0068
 OU0068  NGVD 29 (??/??/92) 1286.319  (m)         4220.20   (f) ADJ UNCH    1 2
 OU0068
 OU0068.Superseded values are not recommended for survey control.
 OU0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0068.See file dsdata.txt to determine how the superseded data were derived.
 OU0068
 OU0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ516642(NAD 83)
 OU0068_MARKER: P = PIPE CAP
 OU0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0068_STAMPING: 4220.231 DW
 OU0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0068
 OU0068  HISTORY     - Date     Condition        Report By
 OU0068  HISTORY     - UNK      MONUMENTED       USGS
 OU0068  HISTORY     - 1957     GOOD             NGS
 OU0068  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0068
 OU0068                          STATION DESCRIPTION
 OU0068
 OU0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0068'5 MI SE FROM OSAGE.
 OU0068'ABOUT 4.75 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0068'QUINCY RAILROAD FROM THE STATION AT OSAGE, THENCE 0.3 MILE
 OU0068'NORTHEAST ALONG A WINDING DIRT ROAD, AT THE PK RANCH, 10 1/2
 OU0068'FEET NORTHWEST OF THE NORTHEAST CORNER OF A RANCH HOUSE, 17
 OU0068'FEET EAST-NORTHEAST OF THE EAST EDGE OF THE NORTH DOOR OF THE
 OU0068'HOUSE, 6 FEET NORTHEAST OF A CISTERN PUMP, 5 1/2 FEET SOUTH
 OU0068'OF THE YARD FENCE, A CAP ON AN IRON PIPE PROJECTING 5 INCHES.
 OU0068
 OU0068                          STATION RECOVERY (1985)
 OU0068
 OU0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0068'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0130 ***********************************************************************
 PX0130  DESIGNATION -  4245
 PX0130  PID         -  PX0130
 PX0130  STATE/COUNTY-  WY/PARK
 PX0130  USGS QUAD   -  GARLAND (1966)
 PX0130
 PX0130                         *CURRENT SURVEY CONTROL
 PX0130  ___________________________________________________________________
 PX0130* NAD 83(1986)-  44 46 46.     (N)    108 39 33.     (W)     SCALED    
 PX0130* NAVD 88     -      1297.213  (meters)    4255.94   (feet)  ADJUSTED  
 PX0130  ___________________________________________________________________
 PX0130  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 PX0130  DYNAMIC HT  -        1296.657 (meters)    4254.12  (feet)  COMP
 PX0130  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 PX0130
 PX0130  VERT ORDER  -  SECOND    CLASS 0
 PX0130
 PX0130.The horizontal coordinates were scaled from a topographic map and have
 PX0130.an estimated accuracy of +/- 6 seconds.
 PX0130
 PX0130.The orthometric height was determined by differential leveling
 PX0130.and adjusted by the National Geodetic Survey in June 1991..
 PX0130
 PX0130.The geoid height was determined by GEOID03.
 PX0130
 PX0130.The dynamic height is computed by dividing the NAVD 88
 PX0130.geopotential number by the normal gravity value computed on the
 PX0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0130.degrees latitude (g = 980.6199 gals.).
 PX0130
 PX0130.The modeled gravity was interpolated from observed gravity values.
 PX0130
 PX0130;                    North         East    Units  Estimated Accuracy
 PX0130;SPC WYWC     -   475,360.      607,190.      MT  (+/- 180 meters Scaled)
 PX0130
 PX0130                          SUPERSEDED SURVEY CONTROL
 PX0130
 PX0130  NGVD 29 (??/??/92) 1296.244  (m)         4252.76   (f) ADJ UNCH    2 0
 PX0130
 PX0130.Superseded values are not recommended for survey control.
 PX0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0130.See file dsdata.txt to determine how the superseded data were derived.
 PX0130
 PX0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ852611(NAD 83)
 PX0130_MARKER: P = PIPE CAP
 PX0130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PX0130_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PX0130_STAMPING: 4252.449 4245 RL
 PX0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0130
 PX0130  HISTORY     - Date     Condition        Report By
 PX0130  HISTORY     - UNK      MONUMENTED       USGS
 PX0130  HISTORY     - 1968     GOOD             NGS
 PX0130
 PX0130                          STATION DESCRIPTION
 PX0130
 PX0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 PX0130'IN GARLAND.
 PX0130'AT GARLAND, PARK COUNTY, 60 FEET EAST OF THE CHICAGO, BURLINGTON AND
 PX0130'QUINCY RAILROAD STATION, AND 25 FEET NORTH OF THE TRACK.  A UNITED
 PX0130'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4252.449 4245 RL AND
 PX0130'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0184 ***********************************************************************
 NQ0184  DESIGNATION -  4263
 NQ0184  PID         -  NQ0184
 NQ0184  STATE/COUNTY-  WY/GOSHEN
 NQ0184  USGS QUAD   -  FORT LARAMIE (1990)
 NQ0184
 NQ0184                         *CURRENT SURVEY CONTROL
 NQ0184  ___________________________________________________________________
 NQ0184* NAD 83(1986)-  42 12 20.     (N)    104 33 23.     (W)     SCALED    
 NQ0184* NAVD 88     -      1298.778  (meters)    4261.07   (feet)  ADJUSTED  
 NQ0184  ___________________________________________________________________
 NQ0184  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 NQ0184  DYNAMIC HT  -        1297.965 (meters)    4258.41  (feet)  COMP
 NQ0184  MODELED GRAV-     979,951.4   (mgal)                       NAVD 88
 NQ0184
 NQ0184  VERT ORDER  -  SECOND    CLASS 0
 NQ0184
 NQ0184.The horizontal coordinates were scaled from a topographic map and have
 NQ0184.an estimated accuracy of +/- 6 seconds.
 NQ0184
 NQ0184.The orthometric height was determined by differential leveling
 NQ0184.and adjusted by the National Geodetic Survey in June 1991..
 NQ0184
 NQ0184.The geoid height was determined by GEOID03.
 NQ0184
 NQ0184.The dynamic height is computed by dividing the NAVD 88
 NQ0184.geopotential number by the normal gravity value computed on the
 NQ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0184.degrees latitude (g = 980.6199 gals.).
 NQ0184
 NQ0184.The modeled gravity was interpolated from observed gravity values.
 NQ0184
 NQ0184;                    North         East    Units  Estimated Accuracy
 NQ0184;SPC WY E     -   189,590.      250,400.      MT  (+/- 180 meters Scaled)
 NQ0184
 NQ0184                          SUPERSEDED SURVEY CONTROL
 NQ0184
 NQ0184  NGVD 29 (??/??/92) 1298.00   (m)         4258.5    (f) COMPUTED    2 0
 NQ0184
 NQ0184.Superseded values are not recommended for survey control.
 NQ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0184.See file dsdata.txt to determine how the superseded data were derived.
 NQ0184
 NQ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG366726(NAD 83)
 NQ0184_MARKER: P = PIPE CAP
 NQ0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NQ0184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NQ0184_STAMPING: 4263 CHYN
 NQ0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0184
 NQ0184  HISTORY     - Date     Condition        Report By
 NQ0184  HISTORY     - UNK      MONUMENTED       USGS
 NQ0184  HISTORY     - 1941     GOOD             NGS
 NQ0184
 NQ0184                          STATION DESCRIPTION
 NQ0184
 NQ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0184'AT FORT LARAMIE.
 NQ0184'AT FORT LARAMIE, 2.3 MILES SOUTH ALONG A ROAD FROM THE CHICAGO,
 NQ0184'BURLINGTON AND QUINCY RAILROAD STATION, 104 FEET SOUTHEAST OF
 NQ0184'THE NORTHEAST CORNER OF THE SOUTH ONE OF THE THREE BUILDINGS
 NQ0184'OF A FORT, AND 27 FEET WEST OF A 6-FOOT IRRIGATION DITCH.  A
 NQ0184'U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4263 CHYN AND RIVETED
 NQ0184'ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THE MARK IS SOUTH
 NQ0184'OF THE OLD HOSPITAL AND WEST OF THE CAVALRY BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0263 ***********************************************************************
 PW0263  DESIGNATION -  4285.45
 PW0263  PID         -  PW0263
 PW0263  STATE/COUNTY-  WY/SHERIDAN
 PW0263  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0263
 PW0263                         *CURRENT SURVEY CONTROL
 PW0263  ___________________________________________________________________
 PW0263* NAD 83(1986)-  44 50 37.     (N)    107 17 12.     (W)     SCALED    
 PW0263* NAVD 88     -      1306.542  (meters)    4286.55   (feet)  ADJUSTED  
 PW0263  ___________________________________________________________________
 PW0263  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 PW0263  DYNAMIC HT  -        1306.044 (meters)    4284.91  (feet)  COMP
 PW0263  MODELED GRAV-     980,190.4   (mgal)                       NAVD 88
 PW0263
 PW0263  VERT ORDER  -  SECOND    CLASS 0
 PW0263
 PW0263.The horizontal coordinates were scaled from a topographic map and have
 PW0263.an estimated accuracy of +/- 6 seconds.
 PW0263
 PW0263.The orthometric height was determined by differential leveling
 PW0263.and adjusted by the National Geodetic Survey in June 1991..
 PW0263
 PW0263.The geoid height was determined by GEOID03.
 PW0263
 PW0263.The dynamic height is computed by dividing the NAVD 88
 PW0263.geopotential number by the normal gravity value computed on the
 PW0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0263.degrees latitude (g = 980.6199 gals.).
 PW0263
 PW0263.The modeled gravity was interpolated from observed gravity values.
 PW0263
 PW0263;                    North         East    Units  Estimated Accuracy
 PW0263;SPC WYEC     -   582,490.      403,690.      MT  (+/- 180 meters Scaled)
 PW0263
 PW0263                          SUPERSEDED SURVEY CONTROL
 PW0263
 PW0263  NGVD 29 (??/??/92) 1305.764  (m)         4283.99   (f) ADJ UNCH    2 0
 PW0263
 PW0263.Superseded values are not recommended for survey control.
 PW0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0263.See file dsdata.txt to determine how the superseded data were derived.
 PW0263
 PW0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK192681(NAD 83)
 PW0263_MARKER: DD = SURVEY DISK
 PW0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0263_SP_SET: CULVERT
 PW0263_STAMPING: 4285.45 62
 PW0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0263
 PW0263  HISTORY     - Date     Condition        Report By
 PW0263  HISTORY     - UNK      MONUMENTED       BPR
 PW0263  HISTORY     - 1966     GOOD             NGS
 PW0263
 PW0263                          STATION DESCRIPTION
 PW0263
 PW0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0263'2.8 MI SW FROM DAYTON.
 PW0263'2.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0263'DAYTON, 0.4 MILE SOUTH OF THE JUNCTION OF A ROAD WEST TO IXL RANCH, IN
 PW0263'THE TOP OF THE CENTER OF THE WEST CONCRETE HEAD WALL OF A PIPE
 PW0263'CULVERT, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 PW0263'FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0189 ***********************************************************************
 PW0189  DESIGNATION -  4292
 PW0189  PID         -  PW0189
 PW0189  STATE/COUNTY-  WY/SHERIDAN
 PW0189  USGS QUAD   -  DAYTON NORTH (1978)
 PW0189
 PW0189                         *CURRENT SURVEY CONTROL
 PW0189  ___________________________________________________________________
 PW0189* NAD 83(1986)-  44 57 23.     (N)    107 19 53.     (W)     SCALED    
 PW0189* NAVD 88     -      1311.836  (meters)    4303.92   (feet)  ADJUSTED  
 PW0189  ___________________________________________________________________
 PW0189  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 PW0189  DYNAMIC HT  -        1311.360 (meters)    4302.35  (feet)  COMP
 PW0189  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 PW0189
 PW0189  VERT ORDER  -  FIRST     CLASS II
 PW0189
 PW0189.The horizontal coordinates were scaled from a topographic map and have
 PW0189.an estimated accuracy of +/- 6 seconds.
 PW0189
 PW0189.The orthometric height was determined by differential leveling
 PW0189.and adjusted by the National Geodetic Survey in June 1991..
 PW0189
 PW0189.The geoid height was determined by GEOID03.
 PW0189
 PW0189.The dynamic height is computed by dividing the NAVD 88
 PW0189.geopotential number by the normal gravity value computed on the
 PW0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0189.degrees latitude (g = 980.6199 gals.).
 PW0189
 PW0189.The modeled gravity was interpolated from observed gravity values.
 PW0189
 PW0189;                    North         East    Units  Estimated Accuracy
 PW0189;SPC WYEC     -   595,020.      400,150.      MT  (+/- 180 meters Scaled)
 PW0189
 PW0189                          SUPERSEDED SURVEY CONTROL
 PW0189
 PW0189  NGVD 29 (??/??/92) 1311.049  (m)         4301.33   (f) ADJ UNCH    1 2
 PW0189
 PW0189.Superseded values are not recommended for survey control.
 PW0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0189.See file dsdata.txt to determine how the superseded data were derived.
 PW0189
 PW0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK161807(NAD 83)
 PW0189_MARKER: P = PIPE CAP
 PW0189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0189_STAMPING: 4301.527 SHER 9
 PW0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0189
 PW0189  HISTORY     - Date     Condition        Report By
 PW0189  HISTORY     - UNK      MONUMENTED       USGS
 PW0189  HISTORY     - 1957     GOOD             NGS
 PW0189
 PW0189                          STATION DESCRIPTION
 PW0189
 PW0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0189'IN PARKMAN.
 PW0189'AT PARKMAN, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 188
 PW0189'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 242 FEET NORTH
 PW0189'OF THE NORTH CORNER OF THE STATION, 25 FEET NORTHEAST OF THE CENTER
 PW0189'LINE OF MAIN STREET, 66 FEET NORTHWEST OF THE WEST CORNER OF A LARGE
 PW0189'BRICK BUILDING, 300 FEET SOUTHEAST OF THE POST OFFICE, 4 FEET WEST OF
 PW0189'A WHITE WOODEN WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE
 PW0189'TRACK, ABOUT LEVEL WITH THE STREET, AND ON THE TOP OF A 3-INCH IRON
 PW0189'PIPE WHICH PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC5595 ***********************************************************************
 AC5595  DESIGNATION -  4293.76
 AC5595  PID         -  AC5595
 AC5595  STATE/COUNTY-  WY/WESTON
 AC5595  USGS QUAD   -  NEWCASTLE (1979)
 AC5595
 AC5595                         *CURRENT SURVEY CONTROL
 AC5595  ___________________________________________________________________
 AC5595* NAD 83(1986)-  43 49 17.     (N)    104 08 30.     (W)     SCALED    
 AC5595* NAVD 88     -      1309.461  (meters)    4296.12   (feet)  ADJUSTED  
 AC5595  ___________________________________________________________________
 AC5595  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 AC5595  DYNAMIC HT  -        1308.869 (meters)    4294.18  (feet)  COMP
 AC5595  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 AC5595
 AC5595  VERT ORDER  -  FIRST     CLASS II
 AC5595
 AC5595.The horizontal coordinates were scaled from a topographic map and have
 AC5595.an estimated accuracy of +/- 6 seconds.
 AC5595
 AC5595.The orthometric height was determined by differential leveling
 AC5595.and adjusted by the National Geodetic Survey in October 1997..
 AC5595
 AC5595.The geoid height was determined by GEOID03.
 AC5595
 AC5595.The dynamic height is computed by dividing the NAVD 88
 AC5595.geopotential number by the normal gravity value computed on the
 AC5595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5595.degrees latitude (g = 980.6199 gals.).
 AC5595
 AC5595.The modeled gravity was interpolated from observed gravity values.
 AC5595
 AC5595;                    North         East    Units  Estimated Accuracy
 AC5595;SPC WY E     -   369,420.      282,450.      MT  (+/- 180 meters Scaled)
 AC5595
 AC5595                          SUPERSEDED SURVEY CONTROL
 AC5595
 AC5595.No superseded survey control is available for this station.
 AC5595
 AC5595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ690523(NAD 83)
 AC5595_MARKER: DD = SURVEY DISK
 AC5595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5595_STAMPING: DF044-2 4 P.T. 100 FT. RT. 196+07.8 4293.76 GAH
 AC5595_MARK LOGO: WYHD  
 AC5595_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5595+STABILITY: SURFACE MOTION
 AC5595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5595+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5595
 AC5595  HISTORY     - Date     Condition        Report By
 AC5595  HISTORY     - UNK      MONUMENTED       WYHD
 AC5595  HISTORY     - 19950418 GOOD             NGS
 AC5595
 AC5595                          STATION DESCRIPTION
 AC5595
 AC5595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5595'4.8 KM (3.00 MI) EASTERLY ALONG U.S. HIGHWAY 16 FROM THE JUNCTION OF
 AC5595'U.S. HIGHWAY 85 IN NEWCASTLE, 30.9 M (101.4 FT) SOUTH OF THE HIGHWAY
 AC5595'CENTERLINE, 23.9 M (78.4 FT) WEST OF THE CENTER OF A GRAVELED ROAD AND
 AC5595'A CATTLE GUARD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M
 AC5595'(0.7 FT) SOUTH OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC5595'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0008 ***********************************************************************
 OW0008  DESIGNATION -  4294
 OW0008  PID         -  OW0008
 OW0008  STATE/COUNTY-  WY/HOT SPRINGS
 OW0008  USGS QUAD   -  THERMOPOLIS (1960)
 OW0008
 OW0008                         *CURRENT SURVEY CONTROL
 OW0008  ___________________________________________________________________
 OW0008* NAD 83(1986)-  43 43 13.     (N)    108 10 15.     (W)     SCALED    
 OW0008* NAVD 88     -      1312.497  (meters)    4306.08   (feet)  ADJUSTED  
 OW0008  ___________________________________________________________________
 OW0008  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 OW0008  DYNAMIC HT  -        1311.824 (meters)    4303.88  (feet)  COMP
 OW0008  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 OW0008
 OW0008  VERT ORDER  -  FIRST     CLASS II
 OW0008
 OW0008.The horizontal coordinates were scaled from a topographic map and have
 OW0008.an estimated accuracy of +/- 6 seconds.
 OW0008
 OW0008.The orthometric height was determined by differential leveling
 OW0008.and adjusted by the National Geodetic Survey in June 1991..
 OW0008
 OW0008.The geoid height was determined by GEOID03.
 OW0008
 OW0008.The dynamic height is computed by dividing the NAVD 88
 OW0008.geopotential number by the normal gravity value computed on the
 OW0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0008.degrees latitude (g = 980.6199 gals.).
 OW0008
 OW0008.The modeled gravity was interpolated from observed gravity values.
 OW0008
 OW0008;                    North         East    Units  Estimated Accuracy
 OW0008;SPC WYWC     -   357,830.      646,670.      MT  (+/- 180 meters Scaled)
 OW0008
 OW0008                          SUPERSEDED SURVEY CONTROL
 OW0008
 OW0008  NGVD 29 (??/??/92) 1311.681  (m)         4303.41   (f) ADJ UNCH    1 2
 OW0008
 OW0008.Superseded values are not recommended for survey control.
 OW0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0008.See file dsdata.txt to determine how the superseded data were derived.
 OW0008
 OW0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP278446(NAD 83)
 OW0008_MARKER: P = PIPE CAP
 OW0008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OW0008_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OW0008_STAMPING: 4302.829 RDLG
 OW0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0008
 OW0008  HISTORY     - Date     Condition        Report By
 OW0008  HISTORY     - UNK      MONUMENTED       USGS
 OW0008  HISTORY     - 1933     GOOD             NGS
 OW0008  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0008
 OW0008                          STATION DESCRIPTION
 OW0008
 OW0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OW0008'1.0 MI S FROM LUCERNE.
 OW0008'1.0 MILE SOUTH OF LUCERNE, HOT SPRINGS COUNTY, ABOUT 1000 FEET NORTH
 OW0008'OF OWL CREEK, ABOUT 1/4 MILE EAST OF U.S. HIGHWAY 20, 15 FEET WEST OF
 OW0008'A PRIVATE ROAD, AND IN THE SOUTHWEST CORNER OF THE ENTRANCE TO A LANE.
 OW0008'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4302.829 RDLG
 OW0008'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 OW0008
 OW0008                          STATION RECOVERY (1982)
 OW0008
 OW0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0283 ***********************************************************************
 MP0283  DESIGNATION -  43 A
 MP0283  PID         -  MP0283
 MP0283  STATE/COUNTY-  WY/CARBON
 MP0283  USGS QUAD   -  SAVERY (1961)
 MP0283
 MP0283                         *CURRENT SURVEY CONTROL
 MP0283  ___________________________________________________________________
 MP0283* NAD 83(1986)-  41 01 31.     (N)    107 26 58.     (W)     SCALED    
 MP0283* NAVD 88     -      1971.261  (meters)    6467.38   (feet)  ADJUSTED  
 MP0283  ___________________________________________________________________
 MP0283  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 MP0283  DYNAMIC HT  -        1969.480 (meters)    6461.54  (feet)  COMP
 MP0283  MODELED GRAV-     979,650.2   (mgal)                       NAVD 88
 MP0283
 MP0283  VERT ORDER  -  SECOND    CLASS 0
 MP0283
 MP0283.The horizontal coordinates were scaled from a topographic map and have
 MP0283.an estimated accuracy of +/- 6 seconds.
 MP0283
 MP0283.The orthometric height was determined by differential leveling
 MP0283.and adjusted by the National Geodetic Survey in June 1991..
 MP0283
 MP0283.The geoid height was determined by GEOID03.
 MP0283
 MP0283.The dynamic height is computed by dividing the NAVD 88
 MP0283.geopotential number by the normal gravity value computed on the
 MP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0283.degrees latitude (g = 980.6199 gals.).
 MP0283
 MP0283.The modeled gravity was interpolated from observed gravity values.
 MP0283
 MP0283;                    North         East    Units  Estimated Accuracy
 MP0283;SPC WYEC     -   158,340.      390,240.      MT  (+/- 180 meters Scaled)
 MP0283
 MP0283                          SUPERSEDED SURVEY CONTROL
 MP0283
 MP0283  NGVD 29 (??/??/92) 1970.072  (m)         6463.48   (f) ADJ UNCH    2 0
 MP0283
 MP0283.Superseded values are not recommended for survey control.
 MP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0283.See file dsdata.txt to determine how the superseded data were derived.
 MP0283
 MP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF940444(NAD 83)
 MP0283_MARKER: DD = SURVEY DISK
 MP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0283_STAMPING: 43 A 1931
 MP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0283+STABILITY: SURFACE MOTION
 MP0283
 MP0283  HISTORY     - Date     Condition        Report By
 MP0283  HISTORY     - 1931     MONUMENTED       USGS
 MP0283  HISTORY     - 1934     GOOD             NGS
 MP0283
 MP0283                          STATION DESCRIPTION
 MP0283
 MP0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0283'IN SAVERY.
 MP0283'AT SAVERY, AT THE T-JUNCTION OF THE DIXON ROAD AND THE RAWLINGS-SLATER
 MP0283'ROAD, 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SAVERY
 MP0283'MERCANTILE CO. BUILDING, 36 FEET EAST OF THE CENTERLINE OF THE
 MP0283'RAWLINS-SLATER ROAD, AND 2 FEET WEST OF A FENCE.  A U.S. GEOLOGICAL
 MP0283'SURVEY STANDARD DISK, STAMPED 43 A 1931 AND SET IN THE TOP OF A
 MP0283'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0490 ***********************************************************************
 OV0490  DESIGNATION -  43 ARD
 OV0490  PID         -  OV0490
 OV0490  STATE/COUNTY-  WY/NATRONA
 OV0490  USGS QUAD   -  TTT RANCH (1981)
 OV0490
 OV0490                         *CURRENT SURVEY CONTROL
 OV0490  ___________________________________________________________________
 OV0490* NAD 83(1986)-  43 36 17.     (N)    106 40 00.     (W)     SCALED    
 OV0490* NAVD 88     -      1491.753  (meters)    4894.19   (feet)  POSTED    
 OV0490  ___________________________________________________________________
 OV0490  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 OV0490  DYNAMIC HT  -        1490.980 (meters)    4891.66  (feet)  COMP
 OV0490  MODELED GRAV-     980,047.9   (mgal)                       NAVD 88
 OV0490
 OV0490  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0490
 OV0490.The horizontal coordinates were scaled from a topographic map and have
 OV0490.an estimated accuracy of +/- 6 seconds.
 OV0490
 OV0490.The orthometric height was determined by differential leveling
 OV0490.and adjusted by the National Geodetic Survey in 1992..
 OV0490.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0490.rate of 0.0 thru 1.0 mm/km.
 OV0490
 OV0490.The geoid height was determined by GEOID03.
 OV0490
 OV0490.The dynamic height is computed by dividing the NAVD 88
 OV0490.geopotential number by the normal gravity value computed on the
 OV0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0490.degrees latitude (g = 980.6199 gals.).
 OV0490
 OV0490.The modeled gravity was interpolated from observed gravity values.
 OV0490
 OV0490;                    North         East    Units  Estimated Accuracy
 OV0490;SPC WYEC     -   445,050.      453,820.      MT  (+/- 180 meters Scaled)
 OV0490
 OV0490                          SUPERSEDED SURVEY CONTROL
 OV0490
 OV0490  NGVD 29 (??/??/92) 1490.95   (m)         4891.6    (f) COMPUTED    3 0
 OV0490
 OV0490.Superseded values are not recommended for survey control.
 OV0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0490.See file dsdata.txt to determine how the superseded data were derived.
 OV0490
 OV0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ654293(NAD 83)
 OV0490_MARKER: DB = BENCH MARK DISK
 OV0490_SETTING: 66 = SET IN ROCK OUTCROP
 OV0490_SP_SET: ROCK OUTCROP
 OV0490_STAMPING: 43 ARD 1968
 OV0490_MARK LOGO: USGS  
 OV0490_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0490+STABILITY: POSITION/ELEVATION WELL
 OV0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0490+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0490
 OV0490  HISTORY     - Date     Condition        Report By
 OV0490  HISTORY     - 1968     MONUMENTED       USGS
 OV0490
 OV0490                          STATION DESCRIPTION
 OV0490
 OV0490'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0490'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTHEAST ALONG OLD U.S.
 OV0490'HIGHWAY 87 AND INTERSTATE 25, THENCE 4.4 MILES SOUTH ALONG TTT RANCH
 OV0490'ROAD (LONE BEAR ROAD), TO A FLOWING WATERWELL, ACROSS THE ROAD FROM A
 OV0490'SMALL BROKEN DAM, 43 FEET NORTH OF AND 1.9 FEET LOWER THAN THE
 OV0490'CENTERLINE OF THE ROAD, IN A ROCK OUTCROP AT THE HEAD OF A SMALL
 OV0490'DRAW, 2 FEET EAST OF A STEEL POST AND WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2125 ***********************************************************************
 AA2125  CBN         -  This is a Cooperative Base Network Control Station.
 AA2125  DESIGNATION -  43 JFM
 AA2125  PID         -  AA2125
 AA2125  STATE/COUNTY-  WY/CARBON
 AA2125  USGS QUAD   -  ELK MOUNTAIN (1982)
 AA2125
 AA2125                         *CURRENT SURVEY CONTROL
 AA2125  ___________________________________________________________________
 AA2125* NAD 83(1993)-  41 42 26.68792(N)    106 26 21.79324(W)     ADJUSTED  
 AA2125* NAVD 88     -      2217.6    (meters)    7276.     (feet)  GPS OBS   
 AA2125  ___________________________________________________________________
 AA2125  X           -  -1,350,007.037 (meters)                     COMP
 AA2125  Y           -  -4,575,315.825 (meters)                     COMP
 AA2125  Z           -   4,222,864.856 (meters)                     COMP
 AA2125  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 AA2125  ELLIP HEIGHT-        2204.87  (meters)          (09/07/01) GPS OBS
 AA2125  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 AA2125
 AA2125  HORZ ORDER  -  B
 AA2125  ELLP ORDER  -  FOURTH    CLASS I
 AA2125
 AA2125.The horizontal coordinates were established by GPS observations
 AA2125.and adjusted by the National Geodetic Survey in October 1994..
 AA2125
 AA2125.The orthometric height was determined by GPS observations and a
 AA2125.high-resolution geoid model.
 AA2125
 AA2125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2125
 AA2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2125
 AA2125.The ellipsoidal height was determined by GPS observations
 AA2125.and is referenced to NAD 83.
 AA2125
 AA2125.The geoid height was determined by GEOID03.
 AA2125
 AA2125;                    North         East     Units Scale Factor Converg.
 AA2125;SPC WYEC     -   234,468.181   474,398.148   MT  1.00000559   +0 35 41.3
 AA2125;UTM  13      - 4,618,292.397   380,247.407   MT  0.99977647   -0 57 28.0
 AA2125
 AA2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2125!SPC WYEC     -   0.99965429  x   1.00000559  =   0.99965988
 AA2125!UTM  13      -   0.99965429  x   0.99977647  =   0.99943084
 AA2125
 AA2125                          SUPERSEDED SURVEY CONTROL
 AA2125
 AA2125  ELLIP H (10/19/94) 2204.91   (m)                       GP(       ) 4 1
 AA2125
 AA2125.Superseded values are not recommended for survey control.
 AA2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2125.See file dsdata.txt to determine how the superseded data were derived.
 AA2125
 AA2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG8024718292(NAD 83)
 AA2125_MARKER: DB = BENCH MARK DISK
 AA2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2125_STAMPING: 43 JFM 1953 7272
 AA2125_MARK LOGO: USGS  
 AA2125_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2125+STABILITY: SURFACE MOTION
 AA2125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2125+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1999
 AA2125
 AA2125  HISTORY     - Date     Condition        Report By
 AA2125  HISTORY     - UNK      MONUMENTED
 AA2125  HISTORY     - 19930803 GOOD             NGS
 AA2125  HISTORY     - 19990725 GOOD             NGS
 AA2125
 AA2125                          STATION DESCRIPTION
 AA2125
 AA2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 AA2125'STATION IS LOCATED ABOUT 3 KM (1.85 MI) NORTHWEST OF ELK MOUNTAIN, 2.5
 AA2125'KM (1.55 MI) SOUTHEAST OF EXIT 255 OF INTERSTATE HIGHWAY 80, ALONG
 AA2125'STATE HIGHWAY 72, ON THE RIGHT-OF-WAY, AT A TRACK ROAD AND WIRE GATE,
 AA2125'IN WEST CENTRAL SECTION 18, T 20 N, R 80 W.  OWNERSHIP--WYOMING
 AA2125'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE OVERPASS AT THE
 AA2125'JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 72 (EXIT 255), GO
 AA2125'SOUTHEAST ON HIGHWAY 72 FOR 2.63 KM (1.65 MI) TO THE STATION ON THE
 AA2125'RIGHT, JUST PAST AN ELECTRIC SUBSTATION ON THE LEFT. STATION MARK IS A
 AA2125'DISK SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST PROJECTING 10 CM
 AA2125'ABOVE GROUND.  IT IS 29.6 M (97.1 FT) SOUTHWEST OF, AND LEVEL WITH THE
 AA2125'HIGHWAY CENTER, 14.9 M (48.9 FT) SOUTHEAST OF THE TRACK ROAD CENTER,
 AA2125'0.4 M (1.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST IN THE
 AA2125'RIGHT-OF-WAY FENCE, 7.1 M (23.3 FT) NORTHWEST OF A T-FENCE CORNER, AND
 AA2125'4.6 M (15.1 FT) NORTH OF A UTILITY POLE.
 AA2125
 AA2125                          STATION RECOVERY (1999)
 AA2125
 AA2125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA2125'RECOVERED BY NATIOMAL GEODETIC SURVEY 1999, RECOVERED IN GOOD
 AA2125'CONDITION AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0767 ***********************************************************************
 PY0767  DESIGNATION -  43 MDC
 PY0767  PID         -  PY0767
 PY0767  STATE/COUNTY-  WY/TETON
 PY0767  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0767
 PY0767                         *CURRENT SURVEY CONTROL
 PY0767  ___________________________________________________________________
 PY0767* NAD 83(1986)-  44 33 18.     (N)    110 48 27.     (W)     SCALED    
 PY0767* NAVD 88     -      2212.971  (meters)    7260.39   (feet)  ADJUSTED  
 PY0767  ___________________________________________________________________
 PY0767  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PY0767  DYNAMIC HT  -        2211.573 (meters)    7255.80  (feet)  COMP
 PY0767  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 PY0767
 PY0767  VERT ORDER  -  FIRST     CLASS II
 PY0767
 PY0767.The horizontal coordinates were scaled from a topographic map and have
 PY0767.an estimated accuracy of +/- 6 seconds.
 PY0767
 PY0767.The orthometric height was determined by differential leveling
 PY0767.and adjusted by the National Geodetic Survey in June 1991..
 PY0767
 PY0767.The geoid height was determined by GEOID03.
 PY0767
 PY0767.The dynamic height is computed by dividing the NAVD 88
 PY0767.geopotential number by the normal gravity value computed on the
 PY0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0767.degrees latitude (g = 980.6199 gals.).
 PY0767
 PY0767.The modeled gravity was interpolated from observed gravity values.
 PY0767
 PY0767;                    North         East    Units  Estimated Accuracy
 PY0767;SPC WY W     -   550,670.      742,470.      MT  (+/- 180 meters Scaled)
 PY0767
 PY0767                          SUPERSEDED SURVEY CONTROL
 PY0767
 PY0767  NGVD 29 (08/20/92) 2211.629  (m)         7255.99   (f) ADJUSTED    1 2
 PY0767
 PY0767.Superseded values are not recommended for survey control.
 PY0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0767.See file dsdata.txt to determine how the superseded data were derived.
 PY0767
 PY0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ152335(NAD 83)
 PY0767_MARKER: DB = BENCH MARK DISK
 PY0767_SETTING: 66 = SET IN ROCK OUTCROP
 PY0767_SP_SET: BEDROCK
 PY0767_STAMPING: 43 MDC 1976 7255
 PY0767_MARK LOGO: USGS  
 PY0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0767+STABILITY: POSITION/ELEVATION WELL
 PY0767
 PY0767  HISTORY     - Date     Condition        Report By
 PY0767  HISTORY     - 1976     MONUMENTED       USGS
 PY0767  HISTORY     - 1987     GOOD             NGS
 PY0767
 PY0767                          STATION DESCRIPTION
 PY0767
 PY0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0767'11.8 KM (7.35 MI) SOUTH FROM MADISON JUNCTION.
 PY0767'11.8 KM (7.35 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0767'FROM ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN
 PY0767'MADISON JUNCTION, NEAR THE CENTER OF A 2 BY 8 FOOT EXPOSED AREA OF
 PY0767'OUTCROPPING BEDROCK ALONG THE SOUTH SIDE OF A SMALL HIGHWAY CUT, 13.1
 PY0767'M (43.0 FT) NORTH OF THE NORTH END OF A STONE CULVERT, AND 11.9 M
 PY0767'(39.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0767'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0746 ***********************************************************************
 NQ0746  DESIGNATION -  43 SJS
 NQ0746  PID         -  NQ0746
 NQ0746  STATE/COUNTY-  WY/NIOBRARA
 NQ0746  USGS QUAD   -  KEELINE (1970)
 NQ0746
 NQ0746                         *CURRENT SURVEY CONTROL
 NQ0746  ___________________________________________________________________
 NQ0746* NAD 83(1986)-  42 47 02.     (N)    104 45 30.     (W)     SCALED    
 NQ0746* NAVD 88     -      1584.927  (meters)    5199.88   (feet)  ADJUSTED  
 NQ0746  ___________________________________________________________________
 NQ0746  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NQ0746  DYNAMIC HT  -        1583.981 (meters)    5196.78  (feet)  COMP
 NQ0746  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 NQ0746
 NQ0746  VERT ORDER  -  THIRD
 NQ0746
 NQ0746.The horizontal coordinates were scaled from a topographic map and have
 NQ0746.an estimated accuracy of +/- 6 seconds.
 NQ0746
 NQ0746.The orthometric height was determined by differential leveling
 NQ0746.and adjusted by the National Geodetic Survey in December 1993..
 NQ0746
 NQ0746.The geoid height was determined by GEOID03.
 NQ0746
 NQ0746.The dynamic height is computed by dividing the NAVD 88
 NQ0746.geopotential number by the normal gravity value computed on the
 NQ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0746.degrees latitude (g = 980.6199 gals.).
 NQ0746
 NQ0746.The modeled gravity was interpolated from observed gravity values.
 NQ0746
 NQ0746;                    North         East    Units  Estimated Accuracy
 NQ0746;SPC WY E     -   253,730.      233,410.      MT  (+/- 180 meters Scaled)
 NQ0746
 NQ0746                          SUPERSEDED SURVEY CONTROL
 NQ0746
 NQ0746.No superseded survey control is available for this station.
 NQ0746
 NQ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH197368(NAD 83)
 NQ0746_MARKER: DB = BENCH MARK DISK
 NQ0746_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0746+WITH SETTING: INFORMATION.
 NQ0746_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0746_STAMPING: 43 SJS 1970
 NQ0746_MARK LOGO: USGS  
 NQ0746_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0746
 NQ0746  HISTORY     - Date     Condition        Report By
 NQ0746  HISTORY     - 1970     MONUMENTED       USGS
 NQ0746
 NQ0746                          STATION DESCRIPTION
 NQ0746
 NQ0746'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0746'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 1.75 MILE
 NQ0746'(2.82 KM) NORTH ALONG THE COUNTY ROAD TO LANCE CREEK, NEAR THE
 NQ0746'NORTHWEST CORNER OF S.3, T.32 N., R.66 W., AT THE RIGHT BEND IN ROAD
 NQ0746'OF AN S CURVE, 7 FEET (2.1 M) EAST OF A FENCE CORNER, 1 FOOT
 NQ0746'(0.3 M) SOUTH OF A FENCE, PROJECTING 0.3 FOOT, ENCASED IN A 6-INCH
 NQ0746'WHITE PLASTIC PIPE, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0367 ***********************************************************************
 PW0367  DESIGNATION -  4304.45
 PW0367  PID         -  PW0367
 PW0367  STATE/COUNTY-  WY/BIG HORN
 PW0367  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0367
 PW0367                         *CURRENT SURVEY CONTROL
 PW0367  ___________________________________________________________________
 PW0367* NAD 83(1986)-  44 34 10.     (N)    107 42 31.     (W)     SCALED    
 PW0367* NAVD 88     -      1344.187  (meters)    4410.05   (feet)  ADJUSTED  
 PW0367  ___________________________________________________________________
 PW0367  GEOID HEIGHT-          -9.97  (meters)                     GEOID03
 PW0367  DYNAMIC HT  -        1343.620 (meters)    4408.19  (feet)  COMP
 PW0367  MODELED GRAV-     980,149.7   (mgal)                       NAVD 88
 PW0367
 PW0367  VERT ORDER  -  SECOND    CLASS 0
 PW0367
 PW0367.The horizontal coordinates were scaled from a topographic map and have
 PW0367.an estimated accuracy of +/- 6 seconds.
 PW0367
 PW0367.The orthometric height was determined by differential leveling
 PW0367.and adjusted by the National Geodetic Survey in June 1991..
 PW0367
 PW0367.The geoid height was determined by GEOID03.
 PW0367
 PW0367.The dynamic height is computed by dividing the NAVD 88
 PW0367.geopotential number by the normal gravity value computed on the
 PW0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0367.degrees latitude (g = 980.6199 gals.).
 PW0367
 PW0367.The modeled gravity was interpolated from observed gravity values.
 PW0367
 PW0367;                    North         East    Units  Estimated Accuracy
 PW0367;SPC WYEC     -   552,090.      370,190.      MT  (+/- 180 meters Scaled)
 PW0367
 PW0367                          SUPERSEDED SURVEY CONTROL
 PW0367
 PW0367  NGVD 29 (??/??/92) 1343.352  (m)         4407.31   (f) ADJ UNCH    2 0
 PW0367
 PW0367.Superseded values are not recommended for survey control.
 PW0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0367.See file dsdata.txt to determine how the superseded data were derived.
 PW0367
 PW0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK849386(NAD 83)
 PW0367_MARKER: DD = SURVEY DISK
 PW0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0367_SP_SET: BRIDGE CURB
 PW0367_STAMPING: 4304.45
 PW0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0367
 PW0367  HISTORY     - Date     Condition        Report By
 PW0367  HISTORY     - UNK      MONUMENTED       BPR
 PW0367  HISTORY     - 1966     GOOD             NGS
 PW0367
 PW0367                          STATION DESCRIPTION
 PW0367
 PW0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0367'4.4 MI NE FROM SHELL.
 PW0367'4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0367'SHELL, 0.05 MILE NORTHEAST OF WAGON WHEEL MOTEL AND SERVICE STATION,
 PW0367'IN THE TOP AND 2.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 PW0367'NORTHWEST CONCRETE CURB OF A CONCRETE BRIDGE OVER SHELL CREEK, 12 FEET
 PW0367'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER
 PW0367'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0073 ***********************************************************************
 OU0073  DESIGNATION -  4312 DW
 OU0073  PID         -  OU0073
 OU0073  STATE/COUNTY-  WY/WESTON
 OU0073  USGS QUAD   -  OSAGE (1972)
 OU0073
 OU0073                         *CURRENT SURVEY CONTROL
 OU0073  ___________________________________________________________________
 OU0073* NAD 83(1986)-  43 58 23.     (N)    104 24 59.     (W)     SCALED    
 OU0073* NAVD 88     -      1315.623  (meters)    4316.34   (feet)  ADJUSTED  
 OU0073  ___________________________________________________________________
 OU0073  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 OU0073  DYNAMIC HT  -        1315.060 (meters)    4314.49  (feet)  COMP
 OU0073  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 OU0073
 OU0073  VERT ORDER  -  FIRST     CLASS II
 OU0073
 OU0073.The horizontal coordinates were scaled from a topographic map and have
 OU0073.an estimated accuracy of +/- 6 seconds.
 OU0073
 OU0073.The orthometric height was determined by differential leveling
 OU0073.and adjusted by the National Geodetic Survey in June 1991..
 OU0073
 OU0073.The geoid height was determined by GEOID03.
 OU0073
 OU0073.The dynamic height is computed by dividing the NAVD 88
 OU0073.geopotential number by the normal gravity value computed on the
 OU0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0073.degrees latitude (g = 980.6199 gals.).
 OU0073
 OU0073.The modeled gravity was interpolated from observed gravity values.
 OU0073
 OU0073;                    North         East    Units  Estimated Accuracy
 OU0073;SPC WY E     -   386,030.      260,200.      MT  (+/- 180 meters Scaled)
 OU0073
 OU0073                          SUPERSEDED SURVEY CONTROL
 OU0073
 OU0073  NGVD 29 (??/??/92) 1314.988  (m)         4314.26   (f) ADJ UNCH    1 2
 OU0073
 OU0073.Superseded values are not recommended for survey control.
 OU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0073.See file dsdata.txt to determine how the superseded data were derived.
 OU0073
 OU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ468690(NAD 83)
 OU0073_MARKER: P = PIPE CAP
 OU0073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0073_SP_SET: SHALLOW-SET PIPE
 OU0073_STAMPING: 4312 DW
 OU0073_MARK LOGO: USGS  
 OU0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0073
 OU0073  HISTORY     - Date     Condition        Report By
 OU0073  HISTORY     - UNK      MONUMENTED       USGS
 OU0073  HISTORY     - 1957     GOOD             NGS
 OU0073  HISTORY     - 1985     POOR             NGS
 OU0073
 OU0073                          STATION DESCRIPTION
 OU0073
 OU0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0073'0.6 MI SE FROM OSAGE.
 OU0073'ABOUT 0.55 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0073'QUINCY RAILROAD FROM THE STATION AT OSAGE, 6 POLES SOUTHEAST
 OU0073'OF MIELPOST 535, 6 POLE NORTHWEST OF A ROAD LEADING TO A PLANT,
 OU0073'21 FEET EAST OF THE 6TH POLE SOUTHEAST OF A ROAD CROSSING,
 OU0073'72 1/2 FEET EAST-NORTHEAST OF THE NEAR RAIL OF THE MAIN TRACK,
 OU0073'21 FEET NORTHESAT OF THE NORTHEAST RAIL OF THE MOST NORTHEASTERLY
 OU0073'SIDE TRACK, 100 FEET SOUTHEAST OF A DERAIL SIGN, 1 1/2 FEET
 OU0073'NORTHWEST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE MAIN
 OU0073'TRACK, A CAP ON A 3-INCH IRON PIPE PROJECTING 1 FOOT.
 OU0073
 OU0073                          STATION RECOVERY (1985)
 OU0073
 OU0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0073'RECOVERED IN POOR CONDITION.  MARK HAS BEEN HIT BY HEAVY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC5596 ***********************************************************************
 AC5596  DESIGNATION -  4314.54
 AC5596  PID         -  AC5596
 AC5596  STATE/COUNTY-  WY/WESTON
 AC5596  USGS QUAD   -  NEWCASTLE (1979)
 AC5596
 AC5596                         *CURRENT SURVEY CONTROL
 AC5596  ___________________________________________________________________
 AC5596* NAD 83(1986)-  43 49 02.     (N)    104 07 38.     (W)     SCALED    
 AC5596* NAVD 88     -      1315.744  (meters)    4316.74   (feet)  ADJUSTED  
 AC5596  ___________________________________________________________________
 AC5596  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 AC5596  DYNAMIC HT  -        1315.153 (meters)    4314.80  (feet)  COMP
 AC5596  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 AC5596
 AC5596  VERT ORDER  -  FIRST     CLASS II
 AC5596
 AC5596.The horizontal coordinates were scaled from a topographic map and have
 AC5596.an estimated accuracy of +/- 6 seconds.
 AC5596
 AC5596.The orthometric height was determined by differential leveling
 AC5596.and adjusted by the National Geodetic Survey in October 1997..
 AC5596
 AC5596.The geoid height was determined by GEOID03.
 AC5596
 AC5596.The dynamic height is computed by dividing the NAVD 88
 AC5596.geopotential number by the normal gravity value computed on the
 AC5596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5596.degrees latitude (g = 980.6199 gals.).
 AC5596
 AC5596.The modeled gravity was interpolated from observed gravity values.
 AC5596
 AC5596;                    North         East    Units  Estimated Accuracy
 AC5596;SPC WY E     -   368,970.      283,620.      MT  (+/- 180 meters Scaled)
 AC5596
 AC5596                          SUPERSEDED SURVEY CONTROL
 AC5596
 AC5596.No superseded survey control is available for this station.
 AC5596
 AC5596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ701519(NAD 83)
 AC5596_MARKER: DD = SURVEY DISK
 AC5596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5596_STAMPING: DF044-2 4 P.T. 160 FT. LT. 237+50.9 4314.54
 AC5596_MARK LOGO: WYHD  
 AC5596_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5596+STABILITY: SURFACE MOTION
 AC5596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5596+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5596
 AC5596  HISTORY     - Date     Condition        Report By
 AC5596  HISTORY     - UNK      MONUMENTED       WYHD
 AC5596  HISTORY     - 19950418 GOOD             NGS
 AC5596
 AC5596                          STATION DESCRIPTION
 AC5596
 AC5596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5596'6.0 KM (3.70 MI) EASTERLY ALONG U.S. HIGHWAY 16 FROM THE JUNCTION OF
 AC5596'U.S. HIGHWAY 85 IN NEWCASTLE, 38.1 M (125.0 FT) NORTH OF THE HIGHWAY
 AC5596'CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 AC5596'FT) NORTH OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AC5596'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0045 ***********************************************************************
 OU0045  DESIGNATION -  4344 DW
 OU0045  PID         -  OU0045
 OU0045  STATE/COUNTY-  WY/WESTON
 OU0045  USGS QUAD   -  NEWCASTLE (1979)
 OU0045
 OU0045                         *CURRENT SURVEY CONTROL
 OU0045  ___________________________________________________________________
 OU0045* NAD 83(1986)-  43 50 05.     (N)    104 09 32.     (W)     SCALED    
 OU0045* NAVD 88     -      1325.432  (meters)    4348.52   (feet)  ADJUSTED  
 OU0045  ___________________________________________________________________
 OU0045  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 OU0045  DYNAMIC HT  -        1324.834 (meters)    4346.56  (feet)  COMP
 OU0045  MODELED GRAV-     980,121.2   (mgal)                       NAVD 88
 OU0045
 OU0045  VERT ORDER  -  FIRST     CLASS II
 OU0045
 OU0045.The horizontal coordinates were scaled from a topographic map and have
 OU0045.an estimated accuracy of +/- 6 seconds.
 OU0045
 OU0045.The orthometric height was determined by differential leveling
 OU0045.and adjusted by the National Geodetic Survey in June 1991..
 OU0045
 OU0045.The geoid height was determined by GEOID03.
 OU0045
 OU0045.The dynamic height is computed by dividing the NAVD 88
 OU0045.geopotential number by the normal gravity value computed on the
 OU0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0045.degrees latitude (g = 980.6199 gals.).
 OU0045
 OU0045.The modeled gravity was interpolated from observed gravity values.
 OU0045
 OU0045;                    North         East    Units  Estimated Accuracy
 OU0045;SPC WY E     -   370,880.      281,050.      MT  (+/- 180 meters Scaled)
 OU0045
 OU0045                          SUPERSEDED SURVEY CONTROL
 OU0045
 OU0045  NGVD 29 (??/??/92) 1324.767  (m)         4346.34   (f) ADJ UNCH    1 2
 OU0045
 OU0045.Superseded values are not recommended for survey control.
 OU0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0045.See file dsdata.txt to determine how the superseded data were derived.
 OU0045
 OU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ676538(NAD 83)
 OU0045_MARKER: P = PIPE CAP
 OU0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0045_SP_SET: SHALLOW-SET PIPE
 OU0045_STAMPING: 4346.392 DW
 OU0045_MARK LOGO: USGS  
 OU0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0045
 OU0045  HISTORY     - Date     Condition        Report By
 OU0045  HISTORY     - UNK      MONUMENTED       USGS
 OU0045  HISTORY     - 1957     GOOD             NGS
 OU0045  HISTORY     - 1985     GOOD             NGS
 OU0045
 OU0045                          STATION DESCRIPTION
 OU0045
 OU0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0045'3 MI SE FROM NEWCASTLE.
 OU0045'ABOUT 2.55 MILES SOUTHESAT ALONG THE CHICAGO, BURLINGTON AND
 OU0045'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, THENCE 0.15 MILE
 OU0045'SOUTHEAST ALONG U.S. HIGHWAY 16, THENCE 0.3 MILE NORTH-NORTHEAST
 OU0045'ACROSS ROUGH PASTURE LAND, IN SECTION34, T.45 N., R.61 W., ABOUT
 OU0045'0.2 MILE NORTH-NORTHEAST OF THE SOUTHEAST END OF A SMALL LAKE,
 OU0045'96 FEET SOUTH-SOUTHEAST OF POLE 3, 82 FEET WEST OF POLE 2,
 OU0045'48 FEET SOUTHWEST OF A POINT IN LINE WITH ROW OF POLES, 20 FEET
 OU0045'SOUTHWEST OF THE CENTER LINE OF AN ABANDONED ROAD, 2 FEET NORTH
 OU0045'WEST OF A WHITE WOODEN WITNESS POST, A CAP ON THE TOP OF A
 OU0045'3 1/2-INCH IRON PIPE PROJECTING 14 INCHES.
 OU0045
 OU0045                          STATION RECOVERY (1985)
 OU0045
 OU0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0262 ***********************************************************************
 PW0262  DESIGNATION -  4347.88
 PW0262  PID         -  PW0262
 PW0262  STATE/COUNTY-  WY/SHERIDAN
 PW0262  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0262
 PW0262                         *CURRENT SURVEY CONTROL
 PW0262  ___________________________________________________________________
 PW0262* NAD 83(1986)-  44 50 24.     (N)    107 17 15.     (W)     SCALED    
 PW0262* NAVD 88     -      1325.568  (meters)    4348.97   (feet)  ADJUSTED  
 PW0262  ___________________________________________________________________
 PW0262  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 PW0262  DYNAMIC HT  -        1325.062 (meters)    4347.31  (feet)  COMP
 PW0262  MODELED GRAV-     980,189.1   (mgal)                       NAVD 88
 PW0262
 PW0262  VERT ORDER  -  SECOND    CLASS 0
 PW0262
 PW0262.The horizontal coordinates were scaled from a topographic map and have
 PW0262.an estimated accuracy of +/- 6 seconds.
 PW0262
 PW0262.The orthometric height was determined by differential leveling
 PW0262.and adjusted by the National Geodetic Survey in June 1991..
 PW0262
 PW0262.The geoid height was determined by GEOID03.
 PW0262
 PW0262.The dynamic height is computed by dividing the NAVD 88
 PW0262.geopotential number by the normal gravity value computed on the
 PW0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0262.degrees latitude (g = 980.6199 gals.).
 PW0262
 PW0262.The modeled gravity was interpolated from observed gravity values.
 PW0262
 PW0262;                    North         East    Units  Estimated Accuracy
 PW0262;SPC WYEC     -   582,090.      403,620.      MT  (+/- 180 meters Scaled)
 PW0262
 PW0262                          SUPERSEDED SURVEY CONTROL
 PW0262
 PW0262  NGVD 29 (??/??/92) 1324.790  (m)         4346.42   (f) ADJ UNCH    2 0
 PW0262
 PW0262.Superseded values are not recommended for survey control.
 PW0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0262.See file dsdata.txt to determine how the superseded data were derived.
 PW0262
 PW0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK192677(NAD 83)
 PW0262_MARKER: DD = SURVEY DISK
 PW0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0262_SP_SET: CONCRETE BOX
 PW0262_STAMPING: 4347.88 62
 PW0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0262
 PW0262  HISTORY     - Date     Condition        Report By
 PW0262  HISTORY     - UNK      MONUMENTED       BPR
 PW0262  HISTORY     - 1966     GOOD             NGS
 PW0262
 PW0262                          STATION DESCRIPTION
 PW0262
 PW0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0262'3.1 MI SW FROM DAYTON.
 PW0262'3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0262'DAYTON, IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEAD WALL OF AN
 PW0262'8- BY 11-FOOT CONCRETE BOX STOCK UNDER CROSSING, 26 FEET WEST OF THE
 PW0262'CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC5598 ***********************************************************************
 AC5598  DESIGNATION -  4350.28
 AC5598  PID         -  AC5598
 AC5598  STATE/COUNTY-  WY/WESTON
 AC5598  USGS QUAD   -  FANNY PEAK (1979)
 AC5598
 AC5598                         *CURRENT SURVEY CONTROL
 AC5598  ___________________________________________________________________
 AC5598* NAD 83(1986)-  43 48 47.     (N)    104 06 29.     (W)     SCALED    
 AC5598* NAVD 88     -      1326.660  (meters)    4352.55   (feet)  ADJUSTED  
 AC5598  ___________________________________________________________________
 AC5598  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 AC5598  DYNAMIC HT  -        1326.074 (meters)    4350.63  (feet)  COMP
 AC5598  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 AC5598
 AC5598  VERT ORDER  -  FIRST     CLASS II
 AC5598
 AC5598.The horizontal coordinates were scaled from a topographic map and have
 AC5598.an estimated accuracy of +/- 6 seconds.
 AC5598
 AC5598.The orthometric height was determined by differential leveling
 AC5598.and adjusted by the National Geodetic Survey in October 1997..
 AC5598
 AC5598.The geoid height was determined by GEOID03.
 AC5598
 AC5598.The dynamic height is computed by dividing the NAVD 88
 AC5598.geopotential number by the normal gravity value computed on the
 AC5598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5598.degrees latitude (g = 980.6199 gals.).
 AC5598
 AC5598.The modeled gravity was interpolated from observed gravity values.
 AC5598
 AC5598;                    North         East    Units  Estimated Accuracy
 AC5598;SPC WY E     -   368,520.      285,170.      MT  (+/- 180 meters Scaled)
 AC5598
 AC5598                          SUPERSEDED SURVEY CONTROL
 AC5598
 AC5598.No superseded survey control is available for this station.
 AC5598
 AC5598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ717514(NAD 83)
 AC5598_MARKER: DD = SURVEY DISK
 AC5598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5598_STAMPING: DF044-2 4 P.O.T. 160 FT.LT. 289+75 4350.28
 AC5598_MARK LOGO: WYHD  
 AC5598_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5598+STABILITY: SURFACE MOTION
 AC5598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5598+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5598
 AC5598  HISTORY     - Date     Condition        Report By
 AC5598  HISTORY     - UNK      MONUMENTED       WYHD
 AC5598  HISTORY     - 19950418 GOOD             NGS
 AC5598
 AC5598                          STATION DESCRIPTION
 AC5598
 AC5598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5598'7.6 KM (4.70 MI) EASTERLY ALONG U.S. HIGHWAY 16 FROM THE JUNCTION OF
 AC5598'U.S. HIGHWAY 85 IN NEWCASTLE, 82.2 M (269.7 FT) EAST OF THE CENTER OF
 AC5598'A PAVED ROAD, 49.3 M (161.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.0 M
 AC5598'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A
 AC5598'FENCE CORNER, 0.2 M (0.7 FT) NORTHEAST OF A FENCE, AND THE MONUMENT
 AC5598'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC5594 ***********************************************************************
 AC5594  DESIGNATION -  4364.34
 AC5594  PID         -  AC5594
 AC5594  STATE/COUNTY-  WY/WESTON
 AC5594  USGS QUAD   -  NEWCASTLE (1979)
 AC5594
 AC5594                         *CURRENT SURVEY CONTROL
 AC5594  ___________________________________________________________________
 AC5594* NAD 83(1986)-  43 49 39.     (N)    104 09 09.     (W)     SCALED    
 AC5594* NAVD 88     -      1330.968  (meters)    4366.68   (feet)  ADJUSTED  
 AC5594  ___________________________________________________________________
 AC5594  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 AC5594  DYNAMIC HT  -        1330.368 (meters)    4364.72  (feet)  COMP
 AC5594  MODELED GRAV-     980,121.6   (mgal)                       NAVD 88
 AC5594
 AC5594  VERT ORDER  -  FIRST     CLASS II
 AC5594
 AC5594.The horizontal coordinates were scaled from a topographic map and have
 AC5594.an estimated accuracy of +/- 6 seconds.
 AC5594
 AC5594.The orthometric height was determined by differential leveling
 AC5594.and adjusted by the National Geodetic Survey in October 1997..
 AC5594
 AC5594.The geoid height was determined by GEOID03.
 AC5594
 AC5594.The dynamic height is computed by dividing the NAVD 88
 AC5594.geopotential number by the normal gravity value computed on the
 AC5594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5594.degrees latitude (g = 980.6199 gals.).
 AC5594
 AC5594.The modeled gravity was interpolated from observed gravity values.
 AC5594
 AC5594;                    North         East    Units  Estimated Accuracy
 AC5594;SPC WY E     -   370,080.      281,570.      MT  (+/- 180 meters Scaled)
 AC5594
 AC5594                          SUPERSEDED SURVEY CONTROL
 AC5594
 AC5594.No superseded survey control is available for this station.
 AC5594
 AC5594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ681530(NAD 83)
 AC5594_MARKER: DD = SURVEY DISK
 AC5594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5594_STAMPING: DF044-2 4 100 FT. RT. 160+00 4364.34
 AC5594_MARK LOGO: WYHD  
 AC5594_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5594+STABILITY: SURFACE MOTION
 AC5594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5594+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5594
 AC5594  HISTORY     - Date     Condition        Report By
 AC5594  HISTORY     - UNK      MONUMENTED       WYHD
 AC5594  HISTORY     - 19950418 GOOD             NGS
 AC5594
 AC5594                          STATION DESCRIPTION
 AC5594
 AC5594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5594'3.7 KM (2.30 MI) EASTERLY ALONG U.S. HIGHWAY 16 FROM THE JUNCTION OF
 AC5594'U.S. HIGHWAY 85 IN NEWCASTLE, 30.3 M (99.4 FT) SOUTHWEST OF THE
 AC5594'HIGHWAY CENTERLINE, 24.5 M (80.4 FT) NORTHWEST OF THE NORTH CORNER OF
 AC5594'A CHAIN-LINK FENCE ENCLOSING THE TRI-COUNTY ELECTRIC ASSOCIATION, 18.9
 AC5594'M (62.0 FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING TO
 AC5594'HILLSVIEW HEIGHTS HOUSING DEVELOPEMENT, 0.7 M (2.3 FT) SOUTHWEST OF A
 AC5594'CONCRETE RIGHT-OF-WAY POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AC5594'HIGHWAY, 0.1 M (0.3 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT
 AC5594'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0133 ***********************************************************************
 PX0133  DESIGNATION -  4383
 PX0133  PID         -  PX0133
 PX0133  STATE/COUNTY-  WY/PARK
 PX0133  USGS QUAD   -  ELK BASIN SE (1966)
 PX0133
 PX0133                         *CURRENT SURVEY CONTROL
 PX0133  ___________________________________________________________________
 PX0133* NAD 83(1986)-  44 45 13.     (N)    108 45 31.     (W)     SCALED    
 PX0133* NAVD 88     -      1339.258  (meters)    4393.88   (feet)  ADJUSTED  
 PX0133  ___________________________________________________________________
 PX0133  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 PX0133  DYNAMIC HT  -        1338.658 (meters)    4391.91  (feet)  COMP
 PX0133  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 PX0133
 PX0133  VERT ORDER  -  SECOND    CLASS 0
 PX0133
 PX0133.The horizontal coordinates were scaled from a topographic map and have
 PX0133.an estimated accuracy of +/- 6 seconds.
 PX0133
 PX0133.The orthometric height was determined by differential leveling
 PX0133.and adjusted by the National Geodetic Survey in June 1991..
 PX0133
 PX0133.The geoid height was determined by GEOID03.
 PX0133
 PX0133.The dynamic height is computed by dividing the NAVD 88
 PX0133.geopotential number by the normal gravity value computed on the
 PX0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0133.degrees latitude (g = 980.6199 gals.).
 PX0133
 PX0133.The modeled gravity was interpolated from observed gravity values.
 PX0133
 PX0133;                    North         East    Units  Estimated Accuracy
 PX0133;SPC WYWC     -   472,490.      599,320.      MT  (+/- 180 meters Scaled)
 PX0133
 PX0133                          SUPERSEDED SURVEY CONTROL
 PX0133
 PX0133  NGVD 29 (??/??/92) 1338.259  (m)         4390.60   (f) ADJ UNCH    2 0
 PX0133
 PX0133.Superseded values are not recommended for survey control.
 PX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0133.See file dsdata.txt to determine how the superseded data were derived.
 PX0133
 PX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ774580(NAD 83)
 PX0133_MARKER: DD = SURVEY DISK
 PX0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0133_SP_SET: FLAGPOLE BASE
 PX0133_STAMPING: 4382.69
 PX0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0133
 PX0133  HISTORY     - Date     Condition        Report By
 PX0133  HISTORY     - UNK      MONUMENTED       BOR
 PX0133  HISTORY     - 1933     GOOD             NGS
 PX0133  HISTORY     - 1966     GOOD             NGS
 PX0133
 PX0133                          STATION DESCRIPTION
 PX0133
 PX0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PX0133'IN POWELL.
 PX0133'AT POWELL, PARK COUNTY, IN FRONT OF THE CITY HALL, AND IN THE TOP OF
 PX0133'THE BASE OF THE FLAGPOLE.  A UNITED STATES BURWAU OF RECLAMATION
 PX0133'STANDARD DISK, STAMPED 4382.69.
 PX0133
 PX0133                          STATION RECOVERY (1966)
 PX0133
 PX0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PX0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB7174 ***********************************************************************
 AB7174  DESIGNATION -  4389 RESET 2
 AB7174  PID         -  AB7174
 AB7174  STATE/COUNTY-  WY/HOT SPRINGS
 AB7174  USGS QUAD   -  THERMOPOLIS (1960)
 AB7174
 AB7174                         *CURRENT SURVEY CONTROL
 AB7174  ___________________________________________________________________
 AB7174* NAD 83(1986)-  43 38 48.     (N)    108 13 05.     (W)     SCALED    
 AB7174* NAVD 88     -      1340.43   (meters)    4397.7    (feet)  RESET     
 AB7174  ___________________________________________________________________
 AB7174  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 AB7174
 AB7174  VERT ORDER  -  THIRD
 AB7174
 AB7174.The horizontal coordinates were scaled from a topographic map and have
 AB7174.an estimated accuracy of +/- 6 seconds.
 AB7174
 AB7174.The orthometric height was computed from unverified reset data.
 AB7174
 AB7174.The geoid height was determined by GEOID03.
 AB7174
 AB7174;                    North         East    Units  Estimated Accuracy
 AB7174;SPC WYWC     -   349,630.      642,920.      MT  (+/- 180 meters Scaled)
 AB7174
 AB7174                          SUPERSEDED SURVEY CONTROL
 AB7174
 AB7174.No superseded survey control is available for this station.
 AB7174
 AB7174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP243363(NAD 83)
 AB7174_MARKER: DD = SURVEY DISK
 AB7174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7174_STAMPING: USGS 4389 RESET 2 1995 LS 519
 AB7174_MARK LOGO: USGS  
 AB7174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7174+STABILITY: SURFACE MOTION
 AB7174
 AB7174  HISTORY     - Date     Condition        Report By
 AB7174  HISTORY     - 1995     MONUMENTED       LOCENG
 AB7174  HISTORY     - 20010720 GOOD             NGS
 AB7174
 AB7174                          STATION DESCRIPTION
 AB7174
 AB7174'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (HWS)
 AB7174'IN THERMOPOLIS, AT THE NORTHEAST CORNER OF TENTH AND BROADWAY STREETS,
 AB7174'ADJACENT TO LOT 13, BLOCK 34.  MARK IS A 2-INCH BRASS CAP SET IN A
 AB7174'6-INCH DIAMTER 48-INCH LONG CAST-IN-PLACE CONCRETE MONUMENT WITH 4
 AB7174'NUMBER 4 REBARS, 5 FEET (1.5 M) LONG.  THE TOP 2 FEET (0.6 M) OF THE
 AB7174'MONUMENT IS FORMED WITH GALVANIZED STEEL STOVE PIPE.  THE MONUMENT IS
 AB7174'PROTECTED BY A CAST ALUMINUM ACCESS COVER, WITH WATERPROOF SEAL, SET
 AB7174'ON A 6-INCH SECTION OF 6-INCH DIAMETER PVC PIPE.  THE LID OF THE
 AB7174'ACCESS COVER IS FLUSH WITH THE EXISTING LAWN SURFACE.  THE CENTER OF
 AB7174'THE COVER IS APPROXIMATELY 3.2 FEET (1.0 M) EAST OF THE BACK OF CURB
 AB7174'ON TENTH STREET AND 5.9 FEET (1.8 M) NORTH OF THE NORTH EDGE OF THE
 AB7174'SIDEWALK ON BROADWAY STREET.
 AB7174
 AB7174                          STATION RECOVERY (2001)
 AB7174
 AB7174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 AB7174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0089 ***********************************************************************
 PW0089  DESIGNATION -  4395
 PW0089  PID         -  PW0089
 PW0089  STATE/COUNTY-  WY/JOHNSON
 PW0089  USGS QUAD   -  BUFFALO NE (1970)
 PW0089
 PW0089                         *CURRENT SURVEY CONTROL
 PW0089  ___________________________________________________________________
 PW0089* NAD 83(1986)-  44 24 15.     (N)    106 37 09.     (W)     SCALED    
 PW0089* NAVD 88     -      1343.006  (meters)    4406.18   (feet)  ADJUSTED  
 PW0089  ___________________________________________________________________
 PW0089  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 PW0089  DYNAMIC HT  -        1342.410 (meters)    4404.22  (feet)  COMP
 PW0089  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 PW0089
 PW0089  VERT ORDER  -  FIRST     CLASS II
 PW0089
 PW0089.The horizontal coordinates were scaled from a topographic map and have
 PW0089.an estimated accuracy of +/- 6 seconds.
 PW0089
 PW0089.The orthometric height was determined by differential leveling
 PW0089.and adjusted by the National Geodetic Survey in June 1991..
 PW0089
 PW0089.The geoid height was determined by GEOID03.
 PW0089
 PW0089.The dynamic height is computed by dividing the NAVD 88
 PW0089.geopotential number by the normal gravity value computed on the
 PW0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0089.degrees latitude (g = 980.6199 gals.).
 PW0089
 PW0089.The modeled gravity was interpolated from observed gravity values.
 PW0089
 PW0089;                    North         East    Units  Estimated Accuracy
 PW0089;SPC WYEC     -   533,900.      456,890.      MT  (+/- 180 meters Scaled)
 PW0089
 PW0089                          SUPERSEDED SURVEY CONTROL
 PW0089
 PW0089  NGVD 29 (??/??/92) 1342.231  (m)         4403.64   (f) ADJ UNCH    1 2
 PW0089
 PW0089.Superseded values are not recommended for survey control.
 PW0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0089.See file dsdata.txt to determine how the superseded data were derived.
 PW0089
 PW0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK710180(NAD 83)
 PW0089_MARKER: P = PIPE CAP
 PW0089_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0089_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0089_STAMPING: 4395 SHER
 PW0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0089
 PW0089  HISTORY     - Date     Condition        Report By
 PW0089  HISTORY     - UNK      MONUMENTED       USGS
 PW0089  HISTORY     - 1935     GOOD             NGS
 PW0089
 PW0089                          STATION DESCRIPTION
 PW0089
 PW0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PW0089'5.9 MI N FROM BUFFALO.
 PW0089'5.9 MILES NORTH ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON COUNTY,
 PW0089'0.2 MILE WEST OF THE HIGHWAY, IN SEC. 9, T. 51 N.,R. 81 W., OWNED BY
 PW0089'THE WYOMING LAND CO., 100 FEET EAST OF THE CENTERLINE OF THE OLD STATE
 PW0089'ROAD, 83 FEET SOUTHEAST OF THE NORTHWEST FENCE CORNER, 61 FEET EAST OF
 PW0089'THE WEST FENCE, 57 FEET SOUTH OF THE NORTH FENCE, AND IN LINE WITH A
 PW0089'ROW OF POLES.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 PW0089'4395 SHER AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0495 ***********************************************************************
 OV0495  DESIGNATION -  44 ARD
 OV0495  PID         -  OV0495
 OV0495  STATE/COUNTY-  WY/NATRONA
 OV0495  USGS QUAD   -  KAYCEE (1981)
 OV0495
 OV0495                         *CURRENT SURVEY CONTROL
 OV0495  ___________________________________________________________________
 OV0495* NAD 83(1986)-  43 38 08.     (N)    106 37 46.     (W)     SCALED    
 OV0495* NAVD 88     -      1480.429  (meters)    4857.04   (feet)  POSTED    
 OV0495  ___________________________________________________________________
 OV0495  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 OV0495  DYNAMIC HT  -        1479.670 (meters)    4854.55  (feet)  COMP
 OV0495  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 OV0495
 OV0495  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0495
 OV0495.The horizontal coordinates were scaled from a topographic map and have
 OV0495.an estimated accuracy of +/- 6 seconds.
 OV0495
 OV0495.The orthometric height was determined by differential leveling
 OV0495.and adjusted by the National Geodetic Survey in 1992..
 OV0495.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0495.rate of 0.0 thru 1.0 mm/km.
 OV0495
 OV0495.The geoid height was determined by GEOID03.
 OV0495
 OV0495.The dynamic height is computed by dividing the NAVD 88
 OV0495.geopotential number by the normal gravity value computed on the
 OV0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0495.degrees latitude (g = 980.6199 gals.).
 OV0495
 OV0495.The modeled gravity was interpolated from observed gravity values.
 OV0495
 OV0495;                    North         East    Units  Estimated Accuracy
 OV0495;SPC WYEC     -   448,500.      456,800.      MT  (+/- 180 meters Scaled)
 OV0495
 OV0495                          SUPERSEDED SURVEY CONTROL
 OV0495
 OV0495  NGVD 29 (??/??/92) 1479.63   (m)         4854.4    (f) COMPUTED    3 0
 OV0495
 OV0495.Superseded values are not recommended for survey control.
 OV0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0495.See file dsdata.txt to determine how the superseded data were derived.
 OV0495
 OV0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ685326(NAD 83)
 OV0495_MARKER: DB = BENCH MARK DISK
 OV0495_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0495_SP_SET: COPPER-CLAD STEEL ROD
 OV0495_STAMPING: 44 ARD 1968
 OV0495_MARK LOGO: USGS  
 OV0495_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0495+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0495
 OV0495  HISTORY     - Date     Condition        Report By
 OV0495  HISTORY     - 1968     MONUMENTED       USGS
 OV0495
 OV0495                          STATION DESCRIPTION
 OV0495
 OV0495'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0495'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTHEAST ALONG OLD U.S. 87
 OV0495'AND INTERSTATE 25, THENCE 1.0 MILE SOUTH ALONG TTT RANCH ROAD (LONE
 OV0495'BEAR ROAD), TO THE SUMMIT OF A RIDGE, 165 FEET SOUTHWEST OF A
 OV0495'CATTLEGUARD, 65 FEET WEST OF AND 4.6 FEET HIGHER THAN THE CENTERLINE
 OV0495'OF THE ROAD, ON THE TOP OF A KNOLL, 2 FEET WEST OF A STEEL POST AND
 OV0495'WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD PROJECTING .03 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0768 ***********************************************************************
 PY0768  DESIGNATION -  44 MDC
 PY0768  PID         -  PY0768
 PY0768  STATE/COUNTY-  WY/TETON
 PY0768  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0768
 PY0768                         *CURRENT SURVEY CONTROL
 PY0768  ___________________________________________________________________
 PY0768* NAD 83(1986)-  44 32 35.     (N)    110 48 41.     (W)     SCALED    
 PY0768* NAVD 88     -      2219.196  (meters)    7280.81   (feet)  ADJUSTED  
 PY0768  ___________________________________________________________________
 PY0768  GEOID HEIGHT-          -8.90  (meters)                     GEOID03
 PY0768  DYNAMIC HT  -        2217.795 (meters)    7276.22  (feet)  COMP
 PY0768  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 PY0768
 PY0768  VERT ORDER  -  FIRST     CLASS II
 PY0768
 PY0768.The horizontal coordinates were scaled from a topographic map and have
 PY0768.an estimated accuracy of +/- 6 seconds.
 PY0768
 PY0768.The orthometric height was determined by differential leveling
 PY0768.and adjusted by the National Geodetic Survey in June 1991..
 PY0768.WARNING-Repeat measurements at this control monument indicate possible
 PY0768.vertical movement.
 PY0768
 PY0768.The geoid height was determined by GEOID03.
 PY0768
 PY0768.The dynamic height is computed by dividing the NAVD 88
 PY0768.geopotential number by the normal gravity value computed on the
 PY0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0768.degrees latitude (g = 980.6199 gals.).
 PY0768
 PY0768.The modeled gravity was interpolated from observed gravity values.
 PY0768
 PY0768;                    North         East    Units  Estimated Accuracy
 PY0768;SPC WY W     -   549,350.      742,140.      MT  (+/- 180 meters Scaled)
 PY0768
 PY0768                          SUPERSEDED SURVEY CONTROL
 PY0768
 PY0768  NGVD 29 (08/20/92) 2217.858  (m)         7276.42   (f) ADJUSTED    1 2
 PY0768
 PY0768.Superseded values are not recommended for survey control.
 PY0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0768.See file dsdata.txt to determine how the superseded data were derived.
 PY0768
 PY0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ149322(NAD 83)
 PY0768_MARKER: DB = BENCH MARK DISK
 PY0768_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0768_SP_SET: COPPER-CLAD STEEL ROD
 PY0768_STAMPING: 44 MDC 1976 7275
 PY0768_MARK LOGO: USGS  
 PY0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0768
 PY0768  HISTORY     - Date     Condition        Report By
 PY0768  HISTORY     - 1976     MONUMENTED       USGS
 PY0768  HISTORY     - 1987     GOOD             NGS
 PY0768
 PY0768                          STATION DESCRIPTION
 PY0768
 PY0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0768'13.3 KM (8.25 MI) SOUTH FROM MADISON JUNCTION.
 PY0768'13.3 KM (8.25 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0768'FROM THE JUNCTION OF MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN
 PY0768'MADISON JUNCTION, AT A SMALL HIGHWAY PULLOUT, 12.7 KM (7.90 MI) NORTH
 PY0768'OF THE OLD FAITHFUL OVERPASS, AND 10.4 M (34.1 FT) SOUTHEAST OF THE
 PY0768'CENTERLINE OF THE HIGHWAY.  NOTE--THE MARK IS IN A SWAMPPY AREA AND
 PY0768'WAS 4-INCHES UNDER WATER AT THE TIME OF THIS SURVEY.
 PY0768'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0768'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0748 ***********************************************************************
 NQ0748  DESIGNATION -  44 SJS
 NQ0748  PID         -  NQ0748
 NQ0748  STATE/COUNTY-  WY/NIOBRARA
 NQ0748  USGS QUAD   -  KEELINE (1970)
 NQ0748
 NQ0748                         *CURRENT SURVEY CONTROL
 NQ0748  ___________________________________________________________________
 NQ0748* NAD 83(1986)-  42 48 19.     (N)    104 45 29.     (W)     SCALED    
 NQ0748* NAVD 88     -      1586.998  (meters)    5206.68   (feet)  ADJUSTED  
 NQ0748  ___________________________________________________________________
 NQ0748  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 NQ0748  DYNAMIC HT  -        1586.058 (meters)    5203.59  (feet)  COMP
 NQ0748  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 NQ0748
 NQ0748  VERT ORDER  -  THIRD
 NQ0748
 NQ0748.The horizontal coordinates were scaled from a topographic map and have
 NQ0748.an estimated accuracy of +/- 6 seconds.
 NQ0748
 NQ0748.The orthometric height was determined by differential leveling
 NQ0748.and adjusted by the National Geodetic Survey in December 1993..
 NQ0748
 NQ0748.The geoid height was determined by GEOID03.
 NQ0748
 NQ0748.The dynamic height is computed by dividing the NAVD 88
 NQ0748.geopotential number by the normal gravity value computed on the
 NQ0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0748.degrees latitude (g = 980.6199 gals.).
 NQ0748
 NQ0748.The modeled gravity was interpolated from observed gravity values.
 NQ0748
 NQ0748;                    North         East    Units  Estimated Accuracy
 NQ0748;SPC WY E     -   256,100.      233,420.      MT  (+/- 180 meters Scaled)
 NQ0748
 NQ0748                          SUPERSEDED SURVEY CONTROL
 NQ0748
 NQ0748.No superseded survey control is available for this station.
 NQ0748
 NQ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH197392(NAD 83)
 NQ0748_MARKER: DB = BENCH MARK DISK
 NQ0748_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0748+WITH SETTING: INFORMATION.
 NQ0748_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0748_STAMPING: 44 SJS 1970
 NQ0748_MARK LOGO: USGS  
 NQ0748_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0748
 NQ0748  HISTORY     - Date     Condition        Report By
 NQ0748  HISTORY     - 1970     MONUMENTED       USGS
 NQ0748
 NQ0748                          STATION DESCRIPTION
 NQ0748
 NQ0748'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0748'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 3.2 MILES (5.1 KM)
 NQ0748'NORTH ALONG THE COUNTY ROAD TO LANCE CREEK, NEAR THE 1/4 CORNER
 NQ0748'BETWEEN S.26 AND S.27, T.33 N., R.66 W., 24 FEET (7.3 M) EAST AND 7
 NQ0748'FEET (2.1 M) NORTH OF A ROAD FORK NORTHWEST, 12 FEET (3.7 M) SOUTH OF
 NQ0748'A WIRE GATE, 1 FOOT (0.3 M) WEST OF A FENCE LINE, ABOUT 1 FOOT
 NQ0748'(0.3 M) HIGHER THAN THE ROAD FORK, ENCASED IN A 6-INCH WHITE PLASTIC
 NQ0748'PIPE PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0123 ***********************************************************************
 NQ0123  DESIGNATION -  4430.2
 NQ0123  PID         -  NQ0123
 NQ0123  STATE/COUNTY-  WY/PLATTE
 NQ0123  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0123
 NQ0123                         *CURRENT SURVEY CONTROL
 NQ0123  ___________________________________________________________________
 NQ0123* NAD 83(1986)-  42 19 31.     (N)    104 52 34.     (W)     SCALED    
 NQ0123* NAVD 88     -      1351.096  (meters)    4432.72   (feet)  ADJUSTED  
 NQ0123  ___________________________________________________________________
 NQ0123  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0123  DYNAMIC HT  -        1350.266 (meters)    4430.00  (feet)  COMP
 NQ0123  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 NQ0123
 NQ0123  VERT ORDER  -  FIRST     CLASS II
 NQ0123
 NQ0123.The horizontal coordinates were scaled from a topographic map and have
 NQ0123.an estimated accuracy of +/- 6 seconds.
 NQ0123
 NQ0123.The orthometric height was determined by differential leveling
 NQ0123.and adjusted by the National Geodetic Survey in June 1991..
 NQ0123
 NQ0123.The geoid height was determined by GEOID03.
 NQ0123
 NQ0123.The dynamic height is computed by dividing the NAVD 88
 NQ0123.geopotential number by the normal gravity value computed on the
 NQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0123.degrees latitude (g = 980.6199 gals.).
 NQ0123
 NQ0123.The modeled gravity was interpolated from observed gravity values.
 NQ0123
 NQ0123;                    North         East    Units  Estimated Accuracy
 NQ0123;SPC WY E     -   202,750.      223,950.      MT  (+/- 180 meters Scaled)
 NQ0123
 NQ0123                          SUPERSEDED SURVEY CONTROL
 NQ0123
 NQ0123  NGVD 29 (??/??/92) 1350.32   (m)         4430.2    (f) COMPUTED    1 2
 NQ0123
 NQ0123.Superseded values are not recommended for survey control.
 NQ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0123.See file dsdata.txt to determine how the superseded data were derived.
 NQ0123
 NQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG102859(NAD 83)
 NQ0123_MARKER: DD = SURVEY DISK
 NQ0123_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NQ0123+WITH SETTING: INTO GROUND
 NQ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0123+STABILITY: SURFACE MOTION
 NQ0123
 NQ0123  HISTORY     - Date     Condition        Report By
 NQ0123  HISTORY     - UNK      MONUMENTED       USGS
 NQ0123  HISTORY     - 1956     GOOD             NGS
 NQ0123
 NQ0123                          STATION DESCRIPTION
 NQ0123
 NQ0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0123'26.6 MI NW FROM WHEATLAND.
 NQ0123'26.6 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0123'FROM THE STATION AT WHEATLAND, 0.3 MILE SOUTHWEST OF THE STATION
 NQ0123'AT WENDOVER, 6 RAILS SOUTHWEST OF TRESTLE 240.59, 184 FEET
 NQ0123'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 87 FEET
 NQ0123'NORTHWEST OF A FENCE, 81 FEET WEST OF A LARGE COTTONWOOD TREE,
 NQ0123'71 FEET NORTHEAST OF A POWER POLE, 8 FEET BELOW THE TOP OF THE
 NQ0123'RAILS, SET IN THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS
 NQ0123'0.3 FOOT ABOVE THE GROUND, IN SECTION 10, TOWNSHIP 27 NORTH,
 NQ0123'RANGE 67 WEST, 0.3 MILE SOUTHWEST OF BENCH MARK U 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC5599 ***********************************************************************
 AC5599  DESIGNATION -  4461.79
 AC5599  PID         -  AC5599
 AC5599  STATE/COUNTY-  WY/WESTON
 AC5599  USGS QUAD   -  FANNY PEAK (1979)
 AC5599
 AC5599                         *CURRENT SURVEY CONTROL
 AC5599  ___________________________________________________________________
 AC5599* NAD 83(1986)-  43 48 23.     (N)    104 05 35.     (W)     SCALED    
 AC5599* NAVD 88     -      1360.602  (meters)    4463.91   (feet)  ADJUSTED  
 AC5599  ___________________________________________________________________
 AC5599  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 AC5599  DYNAMIC HT  -        1360.000 (meters)    4461.93  (feet)  COMP
 AC5599  MODELED GRAV-     980,128.7   (mgal)                       NAVD 88
 AC5599
 AC5599  VERT ORDER  -  FIRST     CLASS II
 AC5599
 AC5599.The horizontal coordinates were scaled from a topographic map and have
 AC5599.an estimated accuracy of +/- 6 seconds.
 AC5599
 AC5599.The orthometric height was determined by differential leveling
 AC5599.and adjusted by the National Geodetic Survey in October 1997..
 AC5599
 AC5599.The geoid height was determined by GEOID03.
 AC5599
 AC5599.The dynamic height is computed by dividing the NAVD 88
 AC5599.geopotential number by the normal gravity value computed on the
 AC5599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5599.degrees latitude (g = 980.6199 gals.).
 AC5599
 AC5599.The modeled gravity was interpolated from observed gravity values.
 AC5599
 AC5599;                    North         East    Units  Estimated Accuracy
 AC5599;SPC WY E     -   367,800.      286,390.      MT  (+/- 180 meters Scaled)
 AC5599
 AC5599                          SUPERSEDED SURVEY CONTROL
 AC5599
 AC5599.No superseded survey control is available for this station.
 AC5599
 AC5599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ729507(NAD 83)
 AC5599_MARKER: DD = SURVEY DISK
 AC5599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5599_STAMPING: DF044-2 4 PT. 100 RT. 4BK 339+36 4461.79 GAH
 AC5599_MARK LOGO: WYHD  
 AC5599_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5599+STABILITY: SURFACE MOTION
 AC5599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5599+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5599
 AC5599  HISTORY     - Date     Condition        Report By
 AC5599  HISTORY     - UNK      MONUMENTED       WYHD
 AC5599  HISTORY     - 19950418 GOOD             NGS
 AC5599
 AC5599                          STATION DESCRIPTION
 AC5599
 AC5599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5599'9.1 KM (5.65 MI) EASTERLY ALONG U.S. HIGHWAY 16 FROM THE JUNCTION OF
 AC5599'U.S. HIGHWAY 85 IN NEWCASTLE, 203.7 M (668.3 FT) NORTHWEST OF THE
 AC5599'EXTENDED CENTER OF A GRAVELED ROAD, 30.6 M (100.4 FT) SOUTHWEST OF THE
 AC5599'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 AC5599'M (1.3 FT) NORTH OF A FENCE, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT)
 AC5599'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0087 ***********************************************************************
 PW0087  DESIGNATION -  4472.9
 PW0087  PID         -  PW0087
 PW0087  STATE/COUNTY-  WY/JOHNSON
 PW0087  USGS QUAD   -  BUFFALO (1970)
 PW0087
 PW0087                         *CURRENT SURVEY CONTROL
 PW0087  ___________________________________________________________________
 PW0087* NAD 83(1986)-  44 22 24.     (N)    106 38 20.     (W)     SCALED    
 PW0087* NAVD 88     -      1363.96   (+/-2cm)    4474.9    (feet)  VERTCON   
 PW0087  ___________________________________________________________________
 PW0087  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 PW0087
 PW0087  VERT ORDER  -  ? (See Below)
 PW0087
 PW0087.The horizontal coordinates were scaled from a topographic map and have
 PW0087.an estimated accuracy of +/- 6 seconds.
 PW0087
 PW0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0087.The vertical order pertains to the NGVD 29 superseded value.
 PW0087
 PW0087.The geoid height was determined by GEOID03.
 PW0087
 PW0087;                    North         East    Units  Estimated Accuracy
 PW0087;SPC WYEC     -   530,470.      455,350.      MT  (+/- 180 meters Scaled)
 PW0087
 PW0087                          SUPERSEDED SURVEY CONTROL
 PW0087
 PW0087  NGVD 29 (??/??/92) 1363.178  (m)         4472.36   (f) ADJ UNCH    ?  
 PW0087
 PW0087.Superseded values are not recommended for survey control.
 PW0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0087.See file dsdata.txt to determine how the superseded data were derived.
 PW0087
 PW0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK694146(NAD 83)
 PW0087_MARKER: O = CHISELED CIRCLE
 PW0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0087_SP_SET: CONCRETE MASS
 PW0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0087
 PW0087  HISTORY     - Date     Condition        Report By
 PW0087  HISTORY     - UNK      MONUMENTED       USGS
 PW0087  HISTORY     - 1934     GOOD             NGS
 PW0087
 PW0087                          STATION DESCRIPTION
 PW0087
 PW0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0087'3.8 MI NE FROM BUFFALO.
 PW0087'3.8 MILES NORTHEAST ALONG THE WYOMING RAILWAY FROM BUFFALO, JOHNSON
 PW0087'COUNTY, AT MILEAGE 24.8, 30 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 PW0087'ON THE TOP OF THE SOUTHEAST CORNER OF A MASS OF CONCRETE.  A CHISELED
 PW0087'CIRCLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0146 ***********************************************************************
 PV0146  DESIGNATION -  4480
 PV0146  PID         -  PV0146
 PV0146  STATE/COUNTY-  WY/CROOK
 PV0146  USGS QUAD   -  CARLILE (1984)
 PV0146
 PV0146                         *CURRENT SURVEY CONTROL
 PV0146  ___________________________________________________________________
 PV0146* NAD 83(1986)-  44 25 51.     (N)    104 51 49.     (W)     SCALED    
 PV0146* NAVD 88     -      1366.180  (meters)    4482.21   (feet)  ADJUSTED  
 PV0146  ___________________________________________________________________
 PV0146  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 PV0146  DYNAMIC HT  -        1365.673 (meters)    4480.55  (feet)  COMP
 PV0146  MODELED GRAV-     980,198.7   (mgal)                       NAVD 88
 PV0146
 PV0146  VERT ORDER  -  SECOND    CLASS 0
 PV0146
 PV0146.The horizontal coordinates were scaled from a topographic map and have
 PV0146.an estimated accuracy of +/- 6 seconds.
 PV0146
 PV0146.The orthometric height was determined by differential leveling
 PV0146.and adjusted by the National Geodetic Survey in June 1991..
 PV0146
 PV0146.The geoid height was determined by GEOID03.
 PV0146
 PV0146.The dynamic height is computed by dividing the NAVD 88
 PV0146.geopotential number by the normal gravity value computed on the
 PV0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0146.degrees latitude (g = 980.6199 gals.).
 PV0146
 PV0146.The modeled gravity was interpolated from observed gravity values.
 PV0146
 PV0146;                    North         East    Units  Estimated Accuracy
 PV0146;SPC WY E     -   436,660.      224,130.      MT  (+/- 180 meters Scaled)
 PV0146
 PV0146                          SUPERSEDED SURVEY CONTROL
 PV0146
 PV0146  NGVD 29 (??/??/92) 1365.58   (m)         4480.2    (f) COMPUTED    2 0
 PV0146
 PV0146.Superseded values are not recommended for survey control.
 PV0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0146.See file dsdata.txt to determine how the superseded data were derived.
 PV0146
 PV0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK108197(NAD 83)
 PV0146_MARKER: DD = SURVEY DISK
 PV0146_SETTING: 66 = SET IN ROCK OUTCROP
 PV0146_SP_SET: ROCK PYRAMID
 PV0146_STAMPING: 4480
 PV0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0146+STABILITY: POSITION/ELEVATION WELL
 PV0146
 PV0146  HISTORY     - Date     Condition        Report By
 PV0146  HISTORY     - UNK      MONUMENTED       USGS
 PV0146  HISTORY     - 1934     GOOD             NGS
 PV0146  HISTORY     - 1982     MARK NOT FOUND   USGS
 PV0146
 PV0146                          STATION DESCRIPTION
 PV0146
 PV0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PV0146'13.2 MI NE FROM MOORCROFT.
 PV0146'13.2 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM MOORCROFT, CROOK
 PV0146'COUNTY, ABOUT 5.9 MILES SOUTHWEST OF THE POST OFFICE AT CARLILE,
 PV0146'AT THE HIGHEST PART OF PINE RIDGE, IN THE TOP OF A SANDSTONE
 PV0146'ROCK NEAR A PYRAMID OF SMALL ROCKS, 27 FEET SOUTH OF THE CENTER
 PV0146'LINE OF THE HIGHWAY, AND 13 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 PV0146'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4480.
 PV0146
 PV0146                          STATION RECOVERY (1982)
 PV0146
 PV0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PV0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0261 ***********************************************************************
 PW0261  DESIGNATION -  4492.99
 PW0261  PID         -  PW0261
 PW0261  STATE/COUNTY-  WY/SHERIDAN
 PW0261  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0261
 PW0261                         *CURRENT SURVEY CONTROL
 PW0261  ___________________________________________________________________
 PW0261* NAD 83(1986)-  44 49 56.     (N)    107 17 21.     (W)     SCALED    
 PW0261* NAVD 88     -      1369.857  (meters)    4494.27   (feet)  ADJUSTED  
 PW0261  ___________________________________________________________________
 PW0261  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 PW0261  DYNAMIC HT  -        1369.333 (meters)    4492.55  (feet)  COMP
 PW0261  MODELED GRAV-     980,186.3   (mgal)                       NAVD 88
 PW0261
 PW0261  VERT ORDER  -  SECOND    CLASS 0
 PW0261
 PW0261.The horizontal coordinates were scaled from a topographic map and have
 PW0261.an estimated accuracy of +/- 6 seconds.
 PW0261
 PW0261.The orthometric height was determined by differential leveling
 PW0261.and adjusted by the National Geodetic Survey in June 1991..
 PW0261
 PW0261.The geoid height was determined by GEOID03.
 PW0261
 PW0261.The dynamic height is computed by dividing the NAVD 88
 PW0261.geopotential number by the normal gravity value computed on the
 PW0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0261.degrees latitude (g = 980.6199 gals.).
 PW0261
 PW0261.The modeled gravity was interpolated from observed gravity values.
 PW0261
 PW0261;                    North         East    Units  Estimated Accuracy
 PW0261;SPC WYEC     -   581,220.      403,490.      MT  (+/- 180 meters Scaled)
 PW0261
 PW0261                          SUPERSEDED SURVEY CONTROL
 PW0261
 PW0261  NGVD 29 (??/??/92) 1369.080  (m)         4491.72   (f) ADJ UNCH    2 0
 PW0261
 PW0261.Superseded values are not recommended for survey control.
 PW0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0261.See file dsdata.txt to determine how the superseded data were derived.
 PW0261
 PW0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK190668(NAD 83)
 PW0261_MARKER: DD = SURVEY DISK
 PW0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0261_SP_SET: CULVERT
 PW0261_STAMPING: 4492.99 62
 PW0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0261
 PW0261  HISTORY     - Date     Condition        Report By
 PW0261  HISTORY     - UNK      MONUMENTED       BPR
 PW0261  HISTORY     - 1966     GOOD             NGS
 PW0261
 PW0261                          STATION DESCRIPTION
 PW0261
 PW0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0261'3.65 MI SW FROM DAYTON.
 PW0261'3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0261'DAYTON, IN THE TOP OF THE CENTER OF THE WEST CONCRETE HEAD WALL OF A
 PW0261'24-INCH PIPE CULVERT, 26 1/2 FEET WEST OF THE CENTER LINE OF THE
 PW0261'HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1281 ***********************************************************************
 MO1281  DESIGNATION -  45
 MO1281  PID         -  MO1281
 MO1281  STATE/COUNTY-  WY/ALBANY
 MO1281  USGS QUAD   -  ALSOP LAKE (1978)
 MO1281
 MO1281                         *CURRENT SURVEY CONTROL
 MO1281  ___________________________________________________________________
 MO1281* NAD 83(1993)-  41 23 37.18342(N)    105 49 06.80295(W)     ADJUSTED  
 MO1281* NAVD 88     -      2183.09   (+/-2cm)    7162.4    (feet)  VERTCON   
 MO1281  ___________________________________________________________________
 MO1281  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 MO1281  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 MO1281
 MO1281  HORZ ORDER  -  SECOND
 MO1281  VERT ORDER  -  THIRD ? (See Below)
 MO1281
 MO1281.The horizontal coordinates were established by classical geodetic methods
 MO1281.and adjusted by the National Geodetic Survey in January 1997..
 MO1281
 MO1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1281.The vertical order pertains to the NGVD 29 superseded value.
 MO1281
 MO1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1281
 MO1281.The geoid height was determined by GEOID03.
 MO1281
 MO1281;                    North         East     Units Scale Factor Converg.
 MO1281;SPC WY E     -    99,442.619   145,484.020   MT  0.99997406   -0 25 51.8
 MO1281;UTM  13      - 4,582,782.016   431,569.081   MT  0.99965763   -0 32 28.6
 MO1281
 MO1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1281!SPC WY E     -   0.99965949  x   0.99997406  =   0.99963356
 MO1281!UTM  13      -   0.99965949  x   0.99965763  =   0.99931723
 MO1281
 MO1281|---------------------------------------------------------------------|
 MO1281| PID    Reference Object                     Distance      Geod. Az  |
 MO1281|                                                           dddmmss.s |
 MO1281| CP9447 45 RM 1                              10.268 METERS 15052     |
 MO1281| CP9448 45 RM 2                               9.063 METERS 23851     |
 MO1281| CP9446 45 AZ MK                                           2411151.0 |
 MO1281|---------------------------------------------------------------------|
 MO1281
 MO1281                          SUPERSEDED SURVEY CONTROL
 MO1281
 MO1281  NAD 83(1986)-  41 23 37.16927(N)    105 49 06.80491(W) AD(       ) 2
 MO1281  NAD 27      -  41 23 37.26200(N)    105 49 04.82000(W) AD(       ) 2
 MO1281  NGVD 29 (07/19/86) 2182.00   (m)         7158.8    (f) LEVELING    3  
 MO1281
 MO1281.Superseded values are not recommended for survey control.
 MO1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1281.See file dsdata.txt to determine how the superseded data were derived.
 MO1281
 MO1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF3156982782(NAD 83)
 MO1281_MARKER: DD = SURVEY DISK
 MO1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1281
 MO1281  HISTORY     - Date     Condition        Report By
 MO1281  HISTORY     - 1948     MONUMENTED       WYGS
 MO1281  HISTORY     - 1958     GOOD             CGS
 MO1281
 MO1281                          STATION DESCRIPTION
 MO1281
 MO1281'DESCRIBED BY WYOMING GEODETIC SURVEY 1948 (DHK)
 MO1281'STATION LOCATED IN T. 17 N., R. 75 W., SEC. 33, ABOUT 15 MILES
 MO1281'AIRLINE NORTHWEST OF LARAMIE, 700 FEET SOUTH OF ROAD, 9 FEET
 MO1281'NORTHEAST OF WHITE WITNESS POST, 1 FOOT NORTH OF FENCE.  STATION
 MO1281'MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY BRONZE
 MO1281'DISK SET IN A 6-INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES,
 MO1281'AND STAMPED, 45.
 MO1281'
 MO1281'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION, 10
 MO1281'PACES SOUTHEAST OF FENCE, PROJECTS 4 INCHES, AND STAMPED, NO
 MO1281'45 NO 1 1948.
 MO1281'
 MO1281'REFERENCE MARK NO. 2 IS A REFERENCE MARK DISK WELDED TO TOP
 MO1281'OF A 3 INCH CAST IRON PIPE, WHICH IS REINFORCED WITH CONCRETE,
 MO1281'ABOUT 2 FEET NORTH OF FENCE, ABOUT SAME ELEVATION AS STATION,
 MO1281'PROJECTS 4 INCHES, AND STAMPED, NO 45 NO 2 1948.
 MO1281'
 MO1281'AZIMUTH MARK IS LOCATED ABOUT 150 FEET WEST OF A STEEL CATTLE
 MO1281'GUARD, 23 PACES NORTH OF A T FENCE INTERSECTION, 2 FEET NORTH
 MO1281'OF A WHITE WITNESS POST, 1 FOOT EAST OF A NORTH-SOUTH FENCE,
 MO1281'PROJECTS 4 INCHES, AND STAMPED, NO 45 1948.
 MO1281'
 MO1281'TO REACH FROM JUNCTION OF STATE HIGHWAYS 230 AND 130, ABOUT
 MO1281'2 MILES WEST OF LARAMIE, GO NORTHWESTERLY ON STATE HIGHWAY 130 FOR
 MO1281'4.7 MILES TO A ROAD RIGHT AND SIGN THE CALIFORNIA CO.  TURN
 MO1281'RIGHT, NORTH, AND FOLLOW GRADED ROAD FOR 6.3 MILES TO FORK.
 MO1281'TAKE LEFT FORK, WEST, AND GO 1.6 MILE TO RANCH BUILDINGS ON
 MO1281'RIGHT.  CONTINUE WEST ON ROAD FOR 0.1 MILE TO ROAD LEFT AND CATTLE
 MO1281'GUARD.  TURN LEFT, SOUTH, AND GO 0.2 MILE TO STEEL CATTLE
 MO1281'GUARD AND AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.  CROSS
 MO1281'CATTLE GUARD, TURN LEFT, LEAVING ROAD AND FOLLOW NORTHEAST
 MO1281'ALONG FENCE FOR 0.15 MILE TO STATION AS DESCRIBED ABOVE.
 MO1281'A DRIVE STATION.
 MO1281
 MO1281                          STATION RECOVERY (1958)
 MO1281
 MO1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MO1281'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 MO1281'ANGLES BETWEEN AND DISTANCES TO REFERENCE MARKS CHECKED AND
 MO1281'VERIFIED.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE
 MO1281'FOLLOWING.  LINE FROM STATION TO AZIMUTH MARK IS BLOCKED BY A
 MO1281'HIGH FENCE.
 MO1281'
 MO1281'TO REACH FROM THE JUNCTION OF STATE ROUTES 130 AND 230 ABOUT 2.0
 MO1281'MILES WEST OF LARAMINE GO 4.7 MILES WESTERLY ON STATE ROUTE
 MO1281'130 TO PAVED ROAD ON RIGHT, TURN RIGHT GO 8.0 MILES NORTHWESTERLY
 MO1281'TO IRON GATE AND GRAVEL ROAD ON LEFT, TURN LEFT GO 0.2 MILE TO
 MO1281'IRON GATE AND AZIMUTH MARK ON RIGHT, PASS THROUGH GATE, TURN
 MO1281'LEFT AND FOLLOW EASTERLY SIDE OF FENCE NORTHEAST 0.3 MILE TO
 MO1281'STATION ON LEFT IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0769 ***********************************************************************
 PY0769  DESIGNATION -  45 MDC
 PY0769  PID         -  PY0769
 PY0769  STATE/COUNTY-  WY/TETON
 PY0769  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0769
 PY0769                         *CURRENT SURVEY CONTROL
 PY0769  ___________________________________________________________________
 PY0769* NAD 83(1986)-  44 31 58.     (N)    110 49 40.     (W)     SCALED    
 PY0769* NAVD 88     -      2209.548  (meters)    7249.16   (feet)  ADJUSTED  
 PY0769  ___________________________________________________________________
 PY0769  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PY0769  DYNAMIC HT  -        2208.158 (meters)    7244.60  (feet)  COMP
 PY0769  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 PY0769
 PY0769  VERT ORDER  -  FIRST     CLASS II
 PY0769
 PY0769.The horizontal coordinates were scaled from a topographic map and have
 PY0769.an estimated accuracy of +/- 6 seconds.
 PY0769
 PY0769.The orthometric height was determined by differential leveling
 PY0769.and adjusted by the National Geodetic Survey in June 1991..
 PY0769
 PY0769.The geoid height was determined by GEOID03.
 PY0769
 PY0769.The dynamic height is computed by dividing the NAVD 88
 PY0769.geopotential number by the normal gravity value computed on the
 PY0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0769.degrees latitude (g = 980.6199 gals.).
 PY0769
 PY0769.The modeled gravity was interpolated from observed gravity values.
 PY0769
 PY0769;                    North         East    Units  Estimated Accuracy
 PY0769;SPC WY W     -   548,220.      740,830.      MT  (+/- 180 meters Scaled)
 PY0769
 PY0769                          SUPERSEDED SURVEY CONTROL
 PY0769
 PY0769  NGVD 29 (08/20/92) 2208.220  (m)         7244.80   (f) ADJUSTED    1 2
 PY0769
 PY0769.Superseded values are not recommended for survey control.
 PY0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0769.See file dsdata.txt to determine how the superseded data were derived.
 PY0769
 PY0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ136310(NAD 83)
 PY0769_MARKER: DB = BENCH MARK DISK
 PY0769_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0769_SP_SET: COPPER-CLAD STEEL ROD
 PY0769_STAMPING: 45 MDC 1976 7244
 PY0769_MARK LOGO: USGS  
 PY0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0769
 PY0769  HISTORY     - Date     Condition        Report By
 PY0769  HISTORY     - 1976     MONUMENTED       USGS
 PY0769  HISTORY     - 1987     GOOD             NGS
 PY0769
 PY0769                          STATION DESCRIPTION
 PY0769
 PY0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0769'15.1 KM (9.40 MI) SOUTH FROM MADISON JUNCTION.
 PY0769'15.1 KM (9.40 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0769'FROM ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN
 PY0769'MADISON JUNCTION, 10.9 KM (6.75 MI) NORTH OF THE OLD FAITHFUL
 PY0769'OVERPASS, 12.2 M (40.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PY0769'HIGHWAY, AND 12.2 M (40.0 FT) SOUTHWEST OF THE CENTER OF A GRAVELED
 PY0769'SERVICE ROAD LEADING TO A PICNIC AREA.
 PY0769'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0769'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0750 ***********************************************************************
 NQ0750  DESIGNATION -  45 SJS
 NQ0750  PID         -  NQ0750
 NQ0750  STATE/COUNTY-  WY/NIOBRARA
 NQ0750  USGS QUAD   -  KEELINE (1970)
 NQ0750
 NQ0750                         *CURRENT SURVEY CONTROL
 NQ0750  ___________________________________________________________________
 NQ0750* NAD 83(1986)-  42 50 21.     (N)    104 45 41.     (W)     SCALED    
 NQ0750* NAVD 88     -      1520.987  (meters)    4990.10   (feet)  ADJUSTED  
 NQ0750  ___________________________________________________________________
 NQ0750  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NQ0750  DYNAMIC HT  -        1520.091 (meters)    4987.17  (feet)  COMP
 NQ0750  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 NQ0750
 NQ0750  VERT ORDER  -  THIRD
 NQ0750
 NQ0750.The horizontal coordinates were scaled from a topographic map and have
 NQ0750.an estimated accuracy of +/- 6 seconds.
 NQ0750
 NQ0750.The orthometric height was determined by differential leveling
 NQ0750.and adjusted by the National Geodetic Survey in December 1993..
 NQ0750
 NQ0750.The geoid height was determined by GEOID03.
 NQ0750
 NQ0750.The dynamic height is computed by dividing the NAVD 88
 NQ0750.geopotential number by the normal gravity value computed on the
 NQ0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0750.degrees latitude (g = 980.6199 gals.).
 NQ0750
 NQ0750.The modeled gravity was interpolated from observed gravity values.
 NQ0750
 NQ0750;                    North         East    Units  Estimated Accuracy
 NQ0750;SPC WY E     -   259,870.      233,130.      MT  (+/- 180 meters Scaled)
 NQ0750
 NQ0750                          SUPERSEDED SURVEY CONTROL
 NQ0750
 NQ0750.No superseded survey control is available for this station.
 NQ0750
 NQ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH194429(NAD 83)
 NQ0750_MARKER: DB = BENCH MARK DISK
 NQ0750_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0750+WITH SETTING: INFORMATION.
 NQ0750_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0750_STAMPING: 45 SJS 1970
 NQ0750_MARK LOGO: USGS  
 NQ0750_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0750
 NQ0750  HISTORY     - Date     Condition        Report By
 NQ0750  HISTORY     - 1970     MONUMENTED       USGS
 NQ0750
 NQ0750                          STATION DESCRIPTION
 NQ0750
 NQ0750'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0750'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 5.8 MILES (9.3 KM)
 NQ0750'NORTH ALONG THE COUNTY ROAD TO LANCE CREEK, IN THE NE 1/4 OF S.15,
 NQ0750'T.33 N., R.66 W., APPROXIMATELY 600 FEET (182.9 M) SOUTHEAST OF LANCE
 NQ0750'CREEK CROSSING, 150 FEET (45.7 M) SOUTHEAST OF A ROAD JUNCTION
 NQ0750'NORTHEAST, 30 FEET (9.1 M) WEST OF A CATTLEGUARD, 1 FOOT (0.3 M) EAST
 NQ0750'AND 1 FOOT (0.3 M) SOUTH OF A FENCE CORNER, PROJECTING 0.3 FOOT, AND
 NQ0750'SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0283 ***********************************************************************
 PW0283  DESIGNATION -  4513
 PW0283  PID         -  PW0283
 PW0283  STATE/COUNTY-  WY/WASHAKIE
 PW0283  USGS QUAD   -  TEN SLEEP (1976)
 PW0283
 PW0283                         *CURRENT SURVEY CONTROL
 PW0283  ___________________________________________________________________
 PW0283* NAD 83(1986)-  44 02 28.     (N)    107 25 13.     (W)     SCALED    
 PW0283* NAVD 88     -      1379.790  (meters)    4526.86   (feet)  ADJUSTED  
 PW0283  ___________________________________________________________________
 PW0283  GEOID HEIGHT-         -10.62  (meters)                     GEOID03
 PW0283  DYNAMIC HT  -        1379.180 (meters)    4524.86  (feet)  COMP
 PW0283  MODELED GRAV-     980,127.7   (mgal)                       NAVD 88
 PW0283
 PW0283  VERT ORDER  -  FIRST     CLASS II
 PW0283
 PW0283.The horizontal coordinates were scaled from a topographic map and have
 PW0283.an estimated accuracy of +/- 6 seconds.
 PW0283
 PW0283.The orthometric height was determined by differential leveling
 PW0283.and adjusted by the National Geodetic Survey in June 1991..
 PW0283
 PW0283.The geoid height was determined by GEOID03.
 PW0283
 PW0283.The dynamic height is computed by dividing the NAVD 88
 PW0283.geopotential number by the normal gravity value computed on the
 PW0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0283.degrees latitude (g = 980.6199 gals.).
 PW0283
 PW0283.The modeled gravity was interpolated from observed gravity values.
 PW0283
 PW0283;                    North         East    Units  Estimated Accuracy
 PW0283;SPC WYEC     -   493,320.      393,030.      MT  (+/- 180 meters Scaled)
 PW0283
 PW0283                          SUPERSEDED SURVEY CONTROL
 PW0283
 PW0283  NGVD 29 (??/??/92) 1379.037  (m)         4524.39   (f) ADJ UNCH    1 2
 PW0283
 PW0283.Superseded values are not recommended for survey control.
 PW0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0283.See file dsdata.txt to determine how the superseded data were derived.
 PW0283
 PW0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ060792(NAD 83)
 PW0283_MARKER: P = PIPE CAP
 PW0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0283_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0283_STAMPING: SHER. 4513
 PW0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0283
 PW0283  HISTORY     - Date     Condition        Report By
 PW0283  HISTORY     - UNK      MONUMENTED       USGS
 PW0283  HISTORY     - 1934     GOOD             NGS
 PW0283  HISTORY     - 1966     POOR             USGS
 PW0283
 PW0283                          STATION DESCRIPTION
 PW0283
 PW0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0283'3.0 MI NE FROM TEN SLEEP.
 PW0283'3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0283'COUNTY, 0.5 MILE SOUTHEAST OF THE HIGHWAY, AT THE SOUTHWEST CORNER OF
 PW0283'MR. RICS LAND, 206 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE
 PW0283'BELONGING TO MR. SPRATT, 67.5 FEET NORTHEAST OF THE SOUTHWEST FENCE
 PW0283'CORNER, 65.2 FEET EAST OF THE NORTH-AND-SOUTH FENCE, AND 50.0 FEET
 PW0283'NORTHEAST OF THE NORTHWEST-AND-SOUTHEAST FENCE.  A UNITED STATES
 PW0283'GEOLOGICAL SURVEY STANDARD CAP, STAMPED SHER. 4513 AND RIVETED ON THE
 PW0283'TOP OF A 3-1/2-INCH IRON PIPE.
 PW0283
 PW0283                          STATION RECOVERY (1966)
 PW0283
 PW0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0283'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC5600 ***********************************************************************
 AC5600  DESIGNATION -  4514.61
 AC5600  PID         -  AC5600
 AC5600  STATE/COUNTY-  WY/WESTON
 AC5600  USGS QUAD   -  FANNY PEAK (1979)
 AC5600
 AC5600                         *CURRENT SURVEY CONTROL
 AC5600  ___________________________________________________________________
 AC5600* NAD 83(1986)-  43 47 44.     (N)    104 05 01.     (W)     SCALED    
 AC5600* NAVD 88     -      1376.706  (meters)    4516.74   (feet)  ADJUSTED  
 AC5600  ___________________________________________________________________
 AC5600  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 AC5600  DYNAMIC HT  -        1376.093 (meters)    4514.73  (feet)  COMP
 AC5600  MODELED GRAV-     980,125.1   (mgal)                       NAVD 88
 AC5600
 AC5600  VERT ORDER  -  FIRST     CLASS II
 AC5600
 AC5600.The horizontal coordinates were scaled from a topographic map and have
 AC5600.an estimated accuracy of +/- 6 seconds.
 AC5600
 AC5600.The orthometric height was determined by differential leveling
 AC5600.and adjusted by the National Geodetic Survey in October 1997..
 AC5600
 AC5600.The geoid height was determined by GEOID03.
 AC5600
 AC5600.The dynamic height is computed by dividing the NAVD 88
 AC5600.geopotential number by the normal gravity value computed on the
 AC5600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5600.degrees latitude (g = 980.6199 gals.).
 AC5600
 AC5600.The modeled gravity was interpolated from observed gravity values.
 AC5600
 AC5600;                    North         East    Units  Estimated Accuracy
 AC5600;SPC WY E     -   366,610.      287,160.      MT  (+/- 180 meters Scaled)
 AC5600
 AC5600                          SUPERSEDED SURVEY CONTROL
 AC5600
 AC5600.No superseded survey control is available for this station.
 AC5600
 AC5600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ737495(NAD 83)
 AC5600_MARKER: DD = SURVEY DISK
 AC5600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5600_STAMPING: DF044-2 4 PT. 100 RT. 389+60.8 4514.61
 AC5600_MARK LOGO: WYHD  
 AC5600_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5600+STABILITY: SURFACE MOTION
 AC5600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5600+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5600
 AC5600  HISTORY     - Date     Condition        Report By
 AC5600  HISTORY     - UNK      MONUMENTED       WYHD
 AC5600  HISTORY     - 19950418 GOOD             NGS
 AC5600
 AC5600                          STATION DESCRIPTION
 AC5600
 AC5600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5600'10.6 KM (6.60 MI) EASTERLY ALONG U.S. HIGHWAY 16 FROM THE JUNCTION OF
 AC5600'U.S. HIGHWAY 85 IN NEWCASTLE, 30.5 M (100.1 FT) SOUTHWEST OF THE
 AC5600'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4
 AC5600'M (1.3 FT) SOUTHWEST OF A FENCE, AND THE MONUMENT PROJECTS 0.2 M (0.7
 AC5600'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC5601 ***********************************************************************
 AC5601  DESIGNATION -  4530.33
 AC5601  PID         -  AC5601
 AC5601  STATE/COUNTY-  WY/WESTON
 AC5601  USGS QUAD   -  FANNY PEAK (1979)
 AC5601
 AC5601                         *CURRENT SURVEY CONTROL
 AC5601  ___________________________________________________________________
 AC5601* NAD 83(1986)-  43 47 12.     (N)    104 04 44.     (W)     SCALED    
 AC5601* NAVD 88     -      1381.138  (meters)    4531.28   (feet)  ADJUSTED  
 AC5601  ___________________________________________________________________
 AC5601  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 AC5601  DYNAMIC HT  -        1380.527 (meters)    4529.28  (feet)  COMP
 AC5601  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 AC5601
 AC5601  VERT ORDER  -  FIRST     CLASS II
 AC5601
 AC5601.The horizontal coordinates were scaled from a topographic map and have
 AC5601.an estimated accuracy of +/- 6 seconds.
 AC5601
 AC5601.The orthometric height was determined by differential leveling
 AC5601.and adjusted by the National Geodetic Survey in October 1997..
 AC5601
 AC5601.The geoid height was determined by GEOID03.
 AC5601
 AC5601.The dynamic height is computed by dividing the NAVD 88
 AC5601.geopotential number by the normal gravity value computed on the
 AC5601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5601.degrees latitude (g = 980.6199 gals.).
 AC5601
 AC5601.The modeled gravity was interpolated from observed gravity values.
 AC5601
 AC5601;                    North         East    Units  Estimated Accuracy
 AC5601;SPC WY E     -   365,620.      287,550.      MT  (+/- 180 meters Scaled)
 AC5601
 AC5601                          SUPERSEDED SURVEY CONTROL
 AC5601
 AC5601.No superseded survey control is available for this station.
 AC5601
 AC5601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ741485(NAD 83)
 AC5601_MARKER: DD = SURVEY DISK
 AC5601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5601_STAMPING: N.R.E. 214 R 307+20.1 4530.33
 AC5601_MARK LOGO: WYHD  
 AC5601_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5601+STABILITY: SURFACE MOTION
 AC5601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5601+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 AC5601
 AC5601  HISTORY     - Date     Condition        Report By
 AC5601  HISTORY     - UNK      MONUMENTED       WYHD
 AC5601  HISTORY     - 19950418 GOOD             NGS
 AC5601
 AC5601                          STATION DESCRIPTION
 AC5601
 AC5601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5601'11.6 KM (7.20 MI) EASTERLY ALONG U.S. HIGHWAY 16 FROM THE JUNCTION OF
 AC5601'U.S. HIGHWAY 85 IN NEWCASTLE, 130.5 M (428.1 FT) SOUTHWEST OF THE
 AC5601'HIGHWAY CENTERLINE, 100.5 M (329.7 FT) SOUTHWEST OF A FENCE, 15.1 M
 AC5601'(49.5 FT) NORTHEAST OF AN ABANDONED ROAD BED, 1.0 M (3.3 FT) BELOW THE
 AC5601'LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 AC5601'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0481 ***********************************************************************
 NQ0481  DESIGNATION -  4539
 NQ0481  PID         -  NQ0481
 NQ0481  STATE/COUNTY-  WY/GOSHEN
 NQ0481  USGS QUAD   -  CASEBIER HILL (1990)
 NQ0481
 NQ0481                         *CURRENT SURVEY CONTROL
 NQ0481  ___________________________________________________________________
 NQ0481* NAD 83(1993)-  42 15 21.04924(N)    104 37 03.44698(W)     ADJUSTED  
 NQ0481* NAVD 88     -      1384.     (meters)    4541.     (feet)  SCALED    
 NQ0481  ___________________________________________________________________
 NQ0481  LAPLACE CORR-          -8.37  (seconds)                    DEFLEC99
 NQ0481  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NQ0481
 NQ0481  HORZ ORDER  -  THIRD
 NQ0481
 NQ0481.The horizontal coordinates were established by classical geodetic methods
 NQ0481.and adjusted by the National Geodetic Survey in January 1997..
 NQ0481.No horizontal observational check was made to the station.
 NQ0481
 NQ0481.The orthometric height was scaled from a topographic map.
 NQ0481
 NQ0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0481
 NQ0481.The geoid height was determined by GEOID03.
 NQ0481
 NQ0481;                    North         East     Units Scale Factor Converg.
 NQ0481;SPC WY E     -   195,140.307   245,303.155   MT  0.99996274   +0 22 09.1
 NQ0481;UTM  13      - 4,678,254.033   531,540.312   MT  0.99961224   +0 15 25.7
 NQ0481
 NQ0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0481!SPC WY E     -   0.99978543  x   0.99996274  =   0.99974818
 NQ0481!UTM  13      -   0.99978543  x   0.99961224  =   0.99939775
 NQ0481
 NQ0481                          SUPERSEDED SURVEY CONTROL
 NQ0481
 NQ0481  NAD 83(1986)-  42 15 21.02613(N)    104 37 03.44284(W) AD(       ) 3
 NQ0481  NAD 27      -  42 15 21.14280(N)    104 37 01.58940(W) AD(       ) 3
 NQ0481
 NQ0481.Superseded values are not recommended for survey control.
 NQ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0481.See file dsdata.txt to determine how the superseded data were derived.
 NQ0481
 NQ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG3154078254(NAD 83)
 NQ0481_MARKER: DB = BENCH MARK DISK
 NQ0481_SETTING: 80 = SET IN A BOULDER
 NQ0481_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NQ0481
 NQ0481  HISTORY     - Date     Condition        Report By
 NQ0481  HISTORY     - 1963     MONUMENTED       USGS
 NQ0481
 NQ0481                          STATION DESCRIPTION
 NQ0481
 NQ0481'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NQ0481'THE STATION IS LOCATED 6-1/2 MILES EAST OF GUERNSEY AND 6 MILES
 NQ0481'WEST-NORTHWEST OF FORT LARAMIE IN THE NORTHEAST 1/4 OF SEC.
 NQ0481'1 T26N R66W, ON TOP OF A GRASSY RIDGE IN PASTURE LAND.
 NQ0481'
 NQ0481'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 NQ0481'STAMPED VABM P H C P 1 4539 1948, CEMENTED IN A DRILL HOLE IN TOP
 NQ0481'OF A BOULDER.  IT IS 24 FEET SOUTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0607 ***********************************************************************
 MO0607  DESIGNATION -  46
 MO0607  PID         -  MO0607
 MO0607  STATE/COUNTY-  WY/ALBANY
 MO0607  USGS QUAD   -  HOWELL (1978)
 MO0607
 MO0607                         *CURRENT SURVEY CONTROL
 MO0607  ___________________________________________________________________
 MO0607* NAD 83(1986)-  41 26 34.     (N)    105 37 15.     (W)     SCALED    
 MO0607* NAVD 88     -      2187.152  (meters)    7175.68   (feet)  ADJUSTED  
 MO0607  ___________________________________________________________________
 MO0607  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0607  DYNAMIC HT  -        2185.306 (meters)    7169.62  (feet)  COMP
 MO0607  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 MO0607
 MO0607  VERT ORDER  -  FIRST     CLASS II
 MO0607
 MO0607.The horizontal coordinates were scaled from a topographic map and have
 MO0607.an estimated accuracy of +/- 6 seconds.
 MO0607
 MO0607.The orthometric height was determined by differential leveling
 MO0607.and adjusted by the National Geodetic Survey in June 1991..
 MO0607
 MO0607.The geoid height was determined by GEOID03.
 MO0607
 MO0607.The dynamic height is computed by dividing the NAVD 88
 MO0607.geopotential number by the normal gravity value computed on the
 MO0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0607.degrees latitude (g = 980.6199 gals.).
 MO0607
 MO0607.The modeled gravity was interpolated from observed gravity values.
 MO0607
 MO0607;                    North         East    Units  Estimated Accuracy
 MO0607;SPC WY E     -   104,790.      162,050.      MT  (+/- 180 meters Scaled)
 MO0607
 MO0607                          SUPERSEDED SURVEY CONTROL
 MO0607
 MO0607  NGVD 29 (06/08/92) 2186.130  (m)         7172.33   (f) ADJUSTED    1 2
 MO0607
 MO0607.Superseded values are not recommended for survey control.
 MO0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0607.See file dsdata.txt to determine how the superseded data were derived.
 MO0607
 MO0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF481880(NAD 83)
 MO0607_MARKER: DB = BENCH MARK DISK
 MO0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0607_STAMPING: 46
 MO0607_MARK LOGO: CGS+SS
 MO0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0607+STABILITY: SURFACE MOTION
 MO0607
 MO0607  HISTORY     - Date     Condition        Report By
 MO0607  HISTORY     - UNK      MONUMENTED       WYGS
 MO0607  HISTORY     - 1947     GOOD             NGS
 MO0607  HISTORY     - 1983     GOOD             NGS
 MO0607
 MO0607                          STATION DESCRIPTION
 MO0607
 MO0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0607'1.5 MI N FROM HOWELL.
 MO0607'1.5 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE SIGNBOARD
 MO0607'AT HOWELL, 16 POLES NORTH OF MILEPOST 575, APPROXIMATELY 129.0
 MO0607'YARDS EAST OF THE EAST RAIL OF THE EAST TRACK (FROM A POINT AT
 MO0607'THE CENTER OF A DEEP CUT) AND 30 FEET HIGHER, 317.0 FEET EAST
 MO0607'OF A POINT IN LINE WITH A ROW OF TELEGRAPH POLES ON THE EAST
 MO0607'SIDE OF THE TRACK, 129.0 FEET EAST OF A RIGHT-OF-WAY FENCE,
 MO0607'2.3 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 MO0607'CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MO0607
 MO0607                          STATION RECOVERY (1983)
 MO0607
 MO0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0607'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.2 KM
 MO0607'(9.45 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0607'STATION IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0770 ***********************************************************************
 PY0770  DESIGNATION -  46 MDC
 PY0770  PID         -  PY0770
 PY0770  STATE/COUNTY-  WY/TETON
 PY0770  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0770
 PY0770                         *CURRENT SURVEY CONTROL
 PY0770  ___________________________________________________________________
 PY0770* NAD 83(1986)-  44 31 23.     (N)    110 49 48.     (W)     SCALED    
 PY0770* NAVD 88     -      2208.808  (meters)    7246.73   (feet)  ADJUSTED  
 PY0770  ___________________________________________________________________
 PY0770  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PY0770  DYNAMIC HT  -        2207.414 (meters)    7242.16  (feet)  COMP
 PY0770  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 PY0770
 PY0770  VERT ORDER  -  FIRST     CLASS II
 PY0770
 PY0770.The horizontal coordinates were scaled from a topographic map and have
 PY0770.an estimated accuracy of +/- 6 seconds.
 PY0770
 PY0770.The orthometric height was determined by differential leveling
 PY0770.and adjusted by the National Geodetic Survey in June 1991..
 PY0770
 PY0770.The geoid height was determined by GEOID03.
 PY0770
 PY0770.The dynamic height is computed by dividing the NAVD 88
 PY0770.geopotential number by the normal gravity value computed on the
 PY0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0770.degrees latitude (g = 980.6199 gals.).
 PY0770
 PY0770.The modeled gravity was interpolated from observed gravity values.
 PY0770
 PY0770;                    North         East    Units  Estimated Accuracy
 PY0770;SPC WY W     -   547,140.      740,650.      MT  (+/- 180 meters Scaled)
 PY0770
 PY0770                          SUPERSEDED SURVEY CONTROL
 PY0770
 PY0770  NGVD 29 (08/20/92) 2207.479  (m)         7242.37   (f) ADJUSTED    1 2
 PY0770
 PY0770.Superseded values are not recommended for survey control.
 PY0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0770.See file dsdata.txt to determine how the superseded data were derived.
 PY0770
 PY0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ135299(NAD 83)
 PY0770_MARKER: DB = BENCH MARK DISK
 PY0770_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0770_SP_SET: HEADWALL
 PY0770_STAMPING: 46 MDC 1976 7241
 PY0770_MARK LOGO: USGS  
 PY0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0770+STABILITY: SURFACE MOTION
 PY0770
 PY0770  HISTORY     - Date     Condition        Report By
 PY0770  HISTORY     - 1976     MONUMENTED       USGS
 PY0770  HISTORY     - 1987     GOOD             NGS
 PY0770
 PY0770                          STATION DESCRIPTION
 PY0770
 PY0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0770'16.7 KM (10.40 MI) SOUTH FROM MADISON JUNCTION.
 PY0770'16.7 KM (10.40 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB
 PY0770'HIGHWAYFROM THE JUNCTION OF MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY
 PY0770'IN MADISON JUNCTION, AT A HIGHWAY PULLOUT, IN TOP OF AND 0.3 M (1.0
 PY0770'FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A
 PY0770'STONE CULVERT, 9.3 KM (5.80 MI) NORTH OF THE OLD FAITHFUL OVERPASS,
 PY0770'AND 5.4 M (17.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0770'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0753 ***********************************************************************
 NQ0753  DESIGNATION -  46 SJS
 NQ0753  PID         -  NQ0753
 NQ0753  STATE/COUNTY-  WY/NIOBRARA
 NQ0753  USGS QUAD   -  BILLS CREEK (1981)
 NQ0753
 NQ0753                         *CURRENT SURVEY CONTROL
 NQ0753  ___________________________________________________________________
 NQ0753* NAD 83(1986)-  42 52 16.     (N)    104 44 51.     (W)     SCALED    
 NQ0753* NAVD 88     -      1495.979  (meters)    4908.06   (feet)  ADJUSTED  
 NQ0753  ___________________________________________________________________
 NQ0753  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NQ0753  DYNAMIC HT  -        1495.107 (meters)    4905.20  (feet)  COMP
 NQ0753  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 NQ0753
 NQ0753  VERT ORDER  -  THIRD
 NQ0753
 NQ0753.The horizontal coordinates were scaled from a topographic map and have
 NQ0753.an estimated accuracy of +/- 6 seconds.
 NQ0753
 NQ0753.The orthometric height was determined by differential leveling
 NQ0753.and adjusted by the National Geodetic Survey in December 1993..
 NQ0753
 NQ0753.The geoid height was determined by GEOID03.
 NQ0753
 NQ0753.The dynamic height is computed by dividing the NAVD 88
 NQ0753.geopotential number by the normal gravity value computed on the
 NQ0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0753.degrees latitude (g = 980.6199 gals.).
 NQ0753
 NQ0753.The modeled gravity was interpolated from observed gravity values.
 NQ0753
 NQ0753;                    North         East    Units  Estimated Accuracy
 NQ0753;SPC WY E     -   263,420.      234,250.      MT  (+/- 180 meters Scaled)
 NQ0753
 NQ0753                          SUPERSEDED SURVEY CONTROL
 NQ0753
 NQ0753.No superseded survey control is available for this station.
 NQ0753
 NQ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH206465(NAD 83)
 NQ0753_MARKER: DB = BENCH MARK DISK
 NQ0753_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0753+WITH SETTING: INFORMATION.
 NQ0753_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0753_STAMPING: 46 SJS 1970
 NQ0753_MARK LOGO: USGS  
 NQ0753_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0753
 NQ0753  HISTORY     - Date     Condition        Report By
 NQ0753  HISTORY     - 1970     MONUMENTED       USGS
 NQ0753
 NQ0753                          STATION DESCRIPTION
 NQ0753
 NQ0753'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0753'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 8.4 MILES
 NQ0753'(13.5 KM) NORTH ALONG THE COUNTY ROAD TO LANCE CREEK, NEAR THE 1/4
 NQ0753'CORNER BETWEEN S.35 AND S.2, T.33 N., R.66 W., 25 FEET (7.6 M) WEST
 NQ0753'OF A ROAD JUNCTION SOUTHEAST, ENCASED IN A 6-INCH WHITE PLASTIC PIPE,
 NQ0753'PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0350 ***********************************************************************
 PX0350  DESIGNATION -  4629 RL
 PX0350  PID         -  PX0350
 PX0350  STATE/COUNTY-  WY/BIG HORN
 PX0350  USGS QUAD   -  OTTO (1951)
 PX0350
 PX0350                         *CURRENT SURVEY CONTROL
 PX0350  ___________________________________________________________________
 PX0350* NAD 83(1993)-  44 27 42.06275(N)    108 19 27.86329(W)     ADJUSTED  
 PX0350* NAVD 88     -      1414.37   (+/-2cm)    4640.3    (feet)  VERTCON   
 PX0350  ___________________________________________________________________
 PX0350  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 PX0350  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 PX0350
 PX0350  HORZ ORDER  -  THIRD
 PX0350  VERT ORDER  -  THIRD ? (See Below)
 PX0350
 PX0350.The horizontal coordinates were established by classical geodetic methods
 PX0350.and adjusted by the National Geodetic Survey in January 1997..
 PX0350
 PX0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0350.The vertical order pertains to the NGVD 29 superseded value.
 PX0350
 PX0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0350
 PX0350.The geoid height was determined by GEOID03.
 PX0350
 PX0350;                    North         East     Units Scale Factor Converg.
 PX0350;SPC WYEC     -   540,524.736   321,133.634   MT  1.00001396   -0 41 39.2
 PX0350;UTM  12      - 4,926,635.377   712,844.486   MT  1.00015716   +1 52 29.2
 PX0350
 PX0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0350!SPC WYEC     -   0.99978037  x   1.00001396  =   0.99979433
 PX0350!UTM  12      -   0.99978037  x   1.00015716  =   0.99993750
 PX0350
 PX0350:                Primary Azimuth Mark                     Grid Az
 PX0350:SPC WYEC     -  GERMANIA                                 075 26 13.6
 PX0350:UTM  12      -  GERMANIA                                 072 52 05.2
 PX0350
 PX0350|---------------------------------------------------------------------|
 PX0350| PID    Reference Object                     Distance      Geod. Az  |
 PX0350|                                                           dddmmss.s |
 PX0350| PX0348 GERMANIA                            APPROX. 3.1 KM 0744434.4 |
 PX0350|---------------------------------------------------------------------|
 PX0350
 PX0350                          SUPERSEDED SURVEY CONTROL
 PX0350
 PX0350  NAD 83(1986)-  44 27 42.05238(N)    108 19 27.85823(W) AD(       ) 3
 PX0350  NAD 27      -  44 27 42.21064(N)    108 19 25.46136(W) AD(       ) 3
 PX0350  NGVD 29 (07/19/86) 1413.46   (m)         4637.3    (f) LEVELING    3  
 PX0350
 PX0350.Superseded values are not recommended for survey control.
 PX0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0350.See file dsdata.txt to determine how the superseded data were derived.
 PX0350
 PX0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ1284426635(NAD 83)
 PX0350_MARKER: P = PIPE CAP
 PX0350_SETTING: 0 = UNSPECIFIED SETTING
 PX0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0350
 PX0350  HISTORY     - Date     Condition        Report By
 PX0350  HISTORY     - 1948     MONUMENTED       USGS
 PX0350
 PX0350                          STATION DESCRIPTION
 PX0350
 PX0350'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0350'STATION LOCATED ABOUT 13 MI. W. OF GREYBULL, ABOUT 4 MI. N. OF OTTO,
 PX0350'NEAR CENTER OF LARGE FLAT MESA CALLED GERMANIA FLAT.
 PX0350'
 PX0350'TO REACH FROM SCHOOLHOUSE AT OTTO, GO N. ON DIRT RD. PAST E. SIDE OF
 PX0350'SCHOOL FOR 2.0 MI. TO RD. FORK, TAKE LEFT FORK AND CONTINUE N. FOR 1.0
 PX0350'MI. TO RD. FORK AT TOP OF SMALL HILL TURN SHARP RIGHT ON RIGHT FORK
 PX0350'AND FOLLOW RIDGE N. FOR 2.2 MI. TO RD. FORK ON TOP OF MESA, TAKE LEFT
 PX0350'FORK N. ABOUT 500 FT. STATION IS ABOUT 35 FT. E. OF CENTER OF RD.
 PX0350'
 PX0350'STATION MARK - STANDARD BRASS CAP ON 4 IN. PIPE PROJECTING 2.5 FT.,
 PX0350'STAMPED ---4629 RL.---.
 PX0350'
 PX0350'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0083 ***********************************************************************
 PW0083  DESIGNATION -  4635
 PW0083  PID         -  PW0083
 PW0083  STATE/COUNTY-  WY/JOHNSON
 PW0083  USGS QUAD   -  BUFFALO (1970)
 PW0083
 PW0083                         *CURRENT SURVEY CONTROL
 PW0083  ___________________________________________________________________
 PW0083* NAD 83(1986)-  44 20 53.     (N)    106 41 57.     (W)     SCALED    
 PW0083* NAVD 88     -      1416.695  (meters)    4647.94   (feet)  ADJUSTED  
 PW0083  ___________________________________________________________________
 PW0083  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 PW0083  DYNAMIC HT  -        1416.042 (meters)    4645.80  (feet)  COMP
 PW0083  MODELED GRAV-     980,107.6   (mgal)                       NAVD 88
 PW0083
 PW0083  VERT ORDER  -  FIRST     CLASS II
 PW0083
 PW0083.The horizontal coordinates were scaled from a topographic map and have
 PW0083.an estimated accuracy of +/- 6 seconds.
 PW0083
 PW0083.The orthometric height was determined by differential leveling
 PW0083.and adjusted by the National Geodetic Survey in June 1991..
 PW0083
 PW0083.The geoid height was determined by GEOID03.
 PW0083
 PW0083.The dynamic height is computed by dividing the NAVD 88
 PW0083.geopotential number by the normal gravity value computed on the
 PW0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0083.degrees latitude (g = 980.6199 gals.).
 PW0083
 PW0083.The modeled gravity was interpolated from observed gravity values.
 PW0083
 PW0083;                    North         East    Units  Estimated Accuracy
 PW0083;SPC WYEC     -   527,620.      450,560.      MT  (+/- 180 meters Scaled)
 PW0083
 PW0083                          SUPERSEDED SURVEY CONTROL
 PW0083
 PW0083  NGVD 29 (??/??/92) 1415.898  (m)         4645.33   (f) ADJ UNCH    1 2
 PW0083
 PW0083.Superseded values are not recommended for survey control.
 PW0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0083.See file dsdata.txt to determine how the superseded data were derived.
 PW0083
 PW0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK645119(NAD 83)
 PW0083_MARKER: P = PIPE CAP
 PW0083_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0083_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0083_STAMPING: 4635 SHER
 PW0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0083
 PW0083  HISTORY     - Date     Condition        Report By
 PW0083  HISTORY     - UNK      MONUMENTED       USGS
 PW0083  HISTORY     - 1943     GOOD             NGS
 PW0083  HISTORY     - 1983     MARK NOT FOUND   NGS
 PW0083
 PW0083                          STATION DESCRIPTION
 PW0083
 PW0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PW0083'IN BUFFALO.
 PW0083'AT BUFFALO, JOHNSON COUNTY, IN THE COURTHOUSE YARD, SOUTH OF THE
 PW0083'SIDEWALK LEADING TO THE MAIN ENTRANCE, 76.5 FEET SOUTHWEST OF THE
 PW0083'CENTERLINE OF MAIN STREET, 36.1 FEET NORTH OF THE EAST CORNER OF THE
 PW0083'COURTHOUSE, 31 FEET NORTHEAST OF THE NORTHEAST FACE OF THE BUILDING,
 PW0083'AND 5.7 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN ENTRANCE.  A
 PW0083'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4635 SHER AND
 PW0083'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 PW0083
 PW0083                          STATION RECOVERY (1983)
 PW0083
 PW0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0073 ***********************************************************************
 OW0073  DESIGNATION -  4646.55
 OW0073  PID         -  OW0073
 OW0073  STATE/COUNTY-  WY/FREMONT
 OW0073  USGS QUAD   -  BOYSEN (1978)
 OW0073
 OW0073                         *CURRENT SURVEY CONTROL
 OW0073  ___________________________________________________________________
 OW0073* NAD 83(1986)-  43 26 42.     (N)    108 10 08.     (W)     SCALED    
 OW0073* NAVD 88     -      1416.95   (+/-2cm)    4648.8    (feet)  VERTCON   
 OW0073  ___________________________________________________________________
 OW0073  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OW0073
 OW0073  VERT ORDER  -  ? (See Below)
 OW0073
 OW0073.The horizontal coordinates were scaled from a topographic map and have
 OW0073.an estimated accuracy of +/- 6 seconds.
 OW0073
 OW0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0073.The vertical order pertains to the NGVD 29 superseded value.
 OW0073
 OW0073.The geoid height was determined by GEOID03.
 OW0073
 OW0073;                    North         East    Units  Estimated Accuracy
 OW0073;SPC WYWC     -   327,250.      647,040.      MT  (+/- 180 meters Scaled)
 OW0073
 OW0073                          SUPERSEDED SURVEY CONTROL
 OW0073
 OW0073  NGVD 29 (??/??/92) 1416.040  (m)         4645.79   (f) ADJ UNCH    ?  
 OW0073
 OW0073.Superseded values are not recommended for survey control.
 OW0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0073.See file dsdata.txt to determine how the superseded data were derived.
 OW0073
 OW0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP290141(NAD 83)
 OW0073_MARKER: Z = SEE DESCRIPTION
 OW0073_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OW0073_SP_SET: UNSPEC. ROCK
 OW0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0073
 OW0073  HISTORY     - Date     Condition        Report By
 OW0073  HISTORY     - UNK      MONUMENTED       WYHD
 OW0073  HISTORY     - 1933     GOOD             NGS
 OW0073  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0073
 OW0073                          STATION DESCRIPTION
 OW0073
 OW0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OW0073'IN BOYSEN DAM.
 OW0073'AT BOYSEN DAM, FREMONT COUNTY, ON U.S. HIGHWAY 20, 75 FEET SOUTH OF
 OW0073'THE SECOND TUNNEL ENTRANCE NORTH OF BOYSEN, AND 40 FEET EAST OF THE
 OW0073'CENTER LINE OF THE HIGHWAY.  THE TOP OF THE POINT OF A ROCK MARKED BY
 OW0073'THE PAINTED INSCRIPTION BM 4646.55.
 OW0073
 OW0073                          STATION RECOVERY (1982)
 OW0073
 OW0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0072 ***********************************************************************
 OW0072  DESIGNATION -  4667.3
 OW0072  PID         -  OW0072
 OW0072  STATE/COUNTY-  WY/FREMONT
 OW0072  USGS QUAD   -  BOYSEN (1978)
 OW0072
 OW0072                         *CURRENT SURVEY CONTROL
 OW0072  ___________________________________________________________________
 OW0072* NAD 83(1986)-  43 26 42.     (N)    108 10 09.     (W)     SCALED    
 OW0072* NAVD 88     -      1423.638  (meters)    4670.72   (feet)  ADJUSTED  
 OW0072  ___________________________________________________________________
 OW0072  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OW0072  DYNAMIC HT  -        1422.818 (meters)    4668.03  (feet)  COMP
 OW0072  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 OW0072
 OW0072  VERT ORDER  -  FIRST     CLASS II
 OW0072
 OW0072.The horizontal coordinates were scaled from a topographic map and have
 OW0072.an estimated accuracy of +/- 6 seconds.
 OW0072
 OW0072.The orthometric height was determined by differential leveling
 OW0072.and adjusted by the National Geodetic Survey in June 1991..
 OW0072
 OW0072.The geoid height was determined by GEOID03.
 OW0072
 OW0072.The dynamic height is computed by dividing the NAVD 88
 OW0072.geopotential number by the normal gravity value computed on the
 OW0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0072.degrees latitude (g = 980.6199 gals.).
 OW0072
 OW0072.The modeled gravity was interpolated from observed gravity values.
 OW0072
 OW0072;                    North         East    Units  Estimated Accuracy
 OW0072;SPC WYWC     -   327,250.      647,020.      MT  (+/- 180 meters Scaled)
 OW0072
 OW0072                          SUPERSEDED SURVEY CONTROL
 OW0072
 OW0072  NGVD 29 (??/??/92) 1422.770  (m)         4667.87   (f) ADJ UNCH    1 2
 OW0072
 OW0072.Superseded values are not recommended for survey control.
 OW0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0072.See file dsdata.txt to determine how the superseded data were derived.
 OW0072
 OW0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP290141(NAD 83)
 OW0072_MARKER: Z = SEE DESCRIPTION
 OW0072_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OW0072_SP_SET: UNSPEC. ROCK
 OW0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0072
 OW0072  HISTORY     - Date     Condition        Report By
 OW0072  HISTORY     - UNK      MONUMENTED       WYHD
 OW0072  HISTORY     - 1933     GOOD             NGS
 OW0072  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0072
 OW0072                          STATION DESCRIPTION
 OW0072
 OW0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OW0072'IN BOYSEN DAM.
 OW0072'AT BOYSEN DAM, FREMONT COUNTY, ON U.S. HIGHWAY 20, 200 FEET EAST OF
 OW0072'THE EAST END OF THE CONCRETE DAM, 50 FEET WEST OF A TUNNEL ENTRANCE,
 OW0072'AND IN THE FACE OF A ROCK.  THE TOP OF A ROUND IRON BAR.
 OW0072
 OW0072                          STATION RECOVERY (1982)
 OW0072
 OW0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0025 ***********************************************************************
 OW0025  DESIGNATION -  4685
 OW0025  PID         -  OW0025
 OW0025  STATE/COUNTY-  WY/HOT SPRINGS
 OW0025  USGS QUAD   -  RATTLESNAKE GULCH (1965)
 OW0025
 OW0025                         *CURRENT SURVEY CONTROL
 OW0025  ___________________________________________________________________
 OW0025* NAD 83(1986)-  43 39 35.     (N)    108 15 40.     (W)     SCALED    
 OW0025* NAVD 88     -      1431.377  (meters)    4696.11   (feet)  ADJUSTED  
 OW0025  ___________________________________________________________________
 OW0025  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OW0025  DYNAMIC HT  -        1430.641 (meters)    4693.69  (feet)  COMP
 OW0025  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 OW0025
 OW0025  VERT ORDER  -  SECOND    CLASS 0
 OW0025
 OW0025.The horizontal coordinates were scaled from a topographic map and have
 OW0025.an estimated accuracy of +/- 6 seconds.
 OW0025
 OW0025.The orthometric height was determined by differential leveling
 OW0025.and adjusted by the National Geodetic Survey in June 1991..
 OW0025
 OW0025.The geoid height was determined by GEOID03.
 OW0025
 OW0025.The dynamic height is computed by dividing the NAVD 88
 OW0025.geopotential number by the normal gravity value computed on the
 OW0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0025.degrees latitude (g = 980.6199 gals.).
 OW0025
 OW0025.The modeled gravity was interpolated from observed gravity values.
 OW0025
 OW0025;                    North         East    Units  Estimated Accuracy
 OW0025;SPC WYWC     -   351,060.      639,430.      MT  (+/- 180 meters Scaled)
 OW0025
 OW0025                          SUPERSEDED SURVEY CONTROL
 OW0025
 OW0025  NGVD 29 (??/??/92) 1430.563  (m)         4693.44   (f) ADJ UNCH    2 0
 OW0025
 OW0025.Superseded values are not recommended for survey control.
 OW0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0025.See file dsdata.txt to determine how the superseded data were derived.
 OW0025
 OW0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP208377(NAD 83)
 OW0025_MARKER: P = PIPE CAP
 OW0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OW0025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OW0025_STAMPING: 4685 R.D.L.C.
 OW0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0025
 OW0025  HISTORY     - Date     Condition        Report By
 OW0025  HISTORY     - UNK      MONUMENTED       USGS
 OW0025  HISTORY     - 1937     GOOD             NGS
 OW0025
 OW0025                          STATION DESCRIPTION
 OW0025
 OW0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OW0025'3.2 MI W FROM THERMOPOLIS.
 OW0025'ABOUT 3.2 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0025'THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 0.8 MILE WEST OF THE TOP OF A
 OW0025'HILL, ABOUT 65 FEET NORTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH,
 OW0025'ABOUT 75 FEET SOUTHWEST OF A LARGE WASH, 40 FEET NORTH OF THE CENTER
 OW0025'LINE OF THE HIGHWAY, AND ABOUT 70 FEET SOUTH OF A FENCE CORNER. A
 OW0025'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4685 R.D.L.C.
 OW0025'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0520 ***********************************************************************
 OU0520  DESIGNATION -  4686
 OU0520  PID         -  OU0520
 OU0520  STATE/COUNTY-  WY/NIOBRARA
 OU0520  USGS QUAD   -  MIKES DRAW (1981)
 OU0520
 OU0520                         *CURRENT SURVEY CONTROL
 OU0520  ___________________________________________________________________
 OU0520* NAD 83(1986)-  43 00 29.     (N)    104 45 35.     (W)     SCALED    
 OU0520* NAVD 88     -      1429.031  (meters)    4688.41   (feet)  ADJUSTED  
 OU0520  ___________________________________________________________________
 OU0520  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 OU0520  DYNAMIC HT  -        1428.236 (meters)    4685.80  (feet)  COMP
 OU0520  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 OU0520
 OU0520  VERT ORDER  -  THIRD
 OU0520
 OU0520.The horizontal coordinates were scaled from a topographic map and have
 OU0520.an estimated accuracy of +/- 6 seconds.
 OU0520
 OU0520.The orthometric height was determined by differential leveling
 OU0520.and adjusted by the National Geodetic Survey in December 1993..
 OU0520
 OU0520.The geoid height was determined by GEOID03.
 OU0520
 OU0520.The dynamic height is computed by dividing the NAVD 88
 OU0520.geopotential number by the normal gravity value computed on the
 OU0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0520.degrees latitude (g = 980.6199 gals.).
 OU0520
 OU0520.The modeled gravity was interpolated from observed gravity values.
 OU0520
 OU0520;                    North         East    Units  Estimated Accuracy
 OU0520;SPC WY E     -   278,630.      233,180.      MT  (+/- 180 meters Scaled)
 OU0520
 OU0520                          SUPERSEDED SURVEY CONTROL
 OU0520
 OU0520.No superseded survey control is available for this station.
 OU0520
 OU0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH195617(NAD 83)
 OU0520_MARKER: S = SPIKE
 OU0520_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 OU0520_SP_SET: SPIKE IN FENCE POST
 OU0520_MARK LOGO: NONE  
 OU0520_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0520
 OU0520  HISTORY     - Date     Condition        Report By
 OU0520  HISTORY     - 1970     MONUMENTED       USGS
 OU0520
 OU0520                          STATION DESCRIPTION
 OU0520
 OU0520'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0520'FROM THE TOM BOWER RANCH HEADQUARTERS, PROCEED 0.75 MILES (1.21 KM)
 OU0520'NORTHWEST ALONG THE ROAD TO THE BOB MANNING RANCH TO A JUNCTION WITH
 OU0520'AN EAST-WEST ROAD, THENCE PROCEED 0.35 MILE (0.56 KM) WEST ALONG A
 OU0520'DIRT ROAD TO A ROAD JUNCTION WEST, THENCE 0.65 MILES (1.05 KM) WEST
 OU0520'AND SOUTHWEST ALONG A DIRT ROAD, 12 FEET (3.7 M) EAST ALONG A FENCE
 OU0520'LINE FROM THE ROAD, 1 FOOT (0.3 M) ABOVE THE SURFACE OF THE GROUND, A
 OU0520'RAILROAD SPIKE IN A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0609 ***********************************************************************
 MO0609  DESIGNATION -  47
 MO0609  PID         -  MO0609
 MO0609  STATE/COUNTY-  WY/ALBANY
 MO0609  USGS QUAD   -  BAMFORTH LAKE (1978)
 MO0609
 MO0609                         *CURRENT SURVEY CONTROL
 MO0609  ___________________________________________________________________
 MO0609* NAD 83(1986)-  41 27 46.     (N)    105 37 36.     (W)     SCALED    
 MO0609* NAVD 88     -      2182.826  (meters)    7161.49   (feet)  ADJUSTED  
 MO0609  ___________________________________________________________________
 MO0609  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0609  DYNAMIC HT  -        2180.989 (meters)    7155.46  (feet)  COMP
 MO0609  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 MO0609
 MO0609  VERT ORDER  -  FIRST     CLASS II
 MO0609
 MO0609.The horizontal coordinates were scaled from a topographic map and have
 MO0609.an estimated accuracy of +/- 6 seconds.
 MO0609
 MO0609.The orthometric height was determined by differential leveling
 MO0609.and adjusted by the National Geodetic Survey in June 1991..
 MO0609.WARNING-Repeat measurements at this control monument indicate possible
 MO0609.vertical movement.
 MO0609
 MO0609.The geoid height was determined by GEOID03.
 MO0609
 MO0609.The dynamic height is computed by dividing the NAVD 88
 MO0609.geopotential number by the normal gravity value computed on the
 MO0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0609.degrees latitude (g = 980.6199 gals.).
 MO0609
 MO0609.The modeled gravity was interpolated from observed gravity values.
 MO0609
 MO0609;                    North         East    Units  Estimated Accuracy
 MO0609;SPC WY E     -   107,020.      161,570.      MT  (+/- 180 meters Scaled)
 MO0609
 MO0609                          SUPERSEDED SURVEY CONTROL
 MO0609
 MO0609  NGVD 29 (??/??/92) 2181.80   (m)         7158.1    (f) COMPUTED    1 2
 MO0609
 MO0609.Superseded values are not recommended for survey control.
 MO0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0609.See file dsdata.txt to determine how the superseded data were derived.
 MO0609
 MO0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF476903(NAD 83)
 MO0609_MARKER: DB = BENCH MARK DISK
 MO0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0609_STAMPING: 47
 MO0609_MARK LOGO: WYGS  
 MO0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0609+STABILITY: SURFACE MOTION
 MO0609
 MO0609  HISTORY     - Date     Condition        Report By
 MO0609  HISTORY     - UNK      MONUMENTED       WYGS
 MO0609  HISTORY     - 1947     GOOD             NGS
 MO0609  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0609  HISTORY     - 19990823 GOOD             WYDT
 MO0609
 MO0609                          STATION DESCRIPTION
 MO0609
 MO0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0609'1 MI S FROM WYOMING.
 MO0609'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE SIGNBOARD
 MO0609'AT WYOMING, 1.0 MILE NORTH OF BENCH MARK G 318, APPROXIMATELY
 MO0609'152 YARDS NORTHEAST OF THE EAST TRACK AT A POINT 8 1/2 POLES
 MO0609'SOUTH OF MILEPOST 577, 508.5 FEET SOUTHEAST OF THE NORTHEAST
 MO0609'END OF A 24-INCH CORRUGATED IRON CULVERT UNDER U.S. HIGHWAY 30,
 MO0609'133.0 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 30,
 MO0609'4.4 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE, 2.5 FEET NORTH OF A
 MO0609'REFERENCE POST, IN LINE WITH A ROW OF TELEPHONE POLES AND
 MO0609'APPROXIMATELY MIDWAY BETWEEN TWO POLES, SET IN THE TOP OF A
 MO0609'CONCRETE POST AND PROJECTS 1.3 FEET ABOVE THE GROUND.
 MO0609
 MO0609                          STATION RECOVERY (1983)
 MO0609
 MO0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0609'MARK NOT FOUND.
 MO0609
 MO0609                          STATION RECOVERY (1999)
 MO0609
 MO0609'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0609'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0609'307-777-3819
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0773 ***********************************************************************
 PY0773  DESIGNATION -  47 MDC
 PY0773  PID         -  PY0773
 PY0773  STATE/COUNTY-  WY/TETON
 PY0773  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0773
 PY0773                         *CURRENT SURVEY CONTROL
 PY0773  ___________________________________________________________________
 PY0773* NAD 83(1986)-  44 29 59.     (N)    110 50 24.     (W)     SCALED    
 PY0773* NAVD 88     -      2218.385  (meters)    7278.15   (feet)  ADJUSTED  
 PY0773  ___________________________________________________________________
 PY0773  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PY0773  DYNAMIC HT  -        2216.970 (meters)    7273.51  (feet)  COMP
 PY0773  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 PY0773
 PY0773  VERT ORDER  -  FIRST     CLASS II
 PY0773
 PY0773.The horizontal coordinates were scaled from a topographic map and have
 PY0773.an estimated accuracy of +/- 6 seconds.
 PY0773
 PY0773.The orthometric height was determined by differential leveling
 PY0773.and adjusted by the National Geodetic Survey in June 1991..
 PY0773
 PY0773.The geoid height was determined by GEOID03.
 PY0773
 PY0773.The dynamic height is computed by dividing the NAVD 88
 PY0773.geopotential number by the normal gravity value computed on the
 PY0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0773.degrees latitude (g = 980.6199 gals.).
 PY0773
 PY0773.The modeled gravity was interpolated from observed gravity values.
 PY0773
 PY0773;                    North         East    Units  Estimated Accuracy
 PY0773;SPC WY W     -   544,550.      739,830.      MT  (+/- 180 meters Scaled)
 PY0773
 PY0773                          SUPERSEDED SURVEY CONTROL
 PY0773
 PY0773  NGVD 29 (08/20/92) 2217.048  (m)         7273.77   (f) ADJUSTED    1 2
 PY0773
 PY0773.Superseded values are not recommended for survey control.
 PY0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0773.See file dsdata.txt to determine how the superseded data were derived.
 PY0773
 PY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ127273(NAD 83)
 PY0773_MARKER: DB = BENCH MARK DISK
 PY0773_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0773_SP_SET: HEADWALL
 PY0773_STAMPING: 47 MDC 1976 7273
 PY0773_MARK LOGO: USGS  
 PY0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0773+STABILITY: SURFACE MOTION
 PY0773
 PY0773  HISTORY     - Date     Condition        Report By
 PY0773  HISTORY     - 1976     MONUMENTED       USGS
 PY0773  HISTORY     - 1987     GOOD             NGS
 PY0773
 PY0773                          STATION DESCRIPTION
 PY0773
 PY0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0773'19.8 KM (12.30 MI) SOUTH FROM MADISON JUNCTION.
 PY0773'19.8 KM (12.30 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB
 PY0773'HIGHWAY FROM ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE
 PY0773'HIGHWAY IN MADISON JUNCTION.  IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST
 PY0773'OF THE NORTHEAST END OF THE SOUTHWEST ABUTMENT OF A STONE CULVERT,
 PY0773'5.2 KM (3.25 MI) NORTH OF THE OLD FAITHFUL OVERPASS, AND 6.7 M (22.0
 PY0773'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0773'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0755 ***********************************************************************
 NQ0755  DESIGNATION -  47 SJS
 NQ0755  PID         -  NQ0755
 NQ0755  STATE/COUNTY-  WY/NIOBRARA
 NQ0755  USGS QUAD   -  FLAT TOP (1981)
 NQ0755
 NQ0755                         *CURRENT SURVEY CONTROL
 NQ0755  ___________________________________________________________________
 NQ0755* NAD 83(1986)-  42 53 39.     (N)    104 44 11.     (W)     SCALED    
 NQ0755* NAVD 88     -      1465.266  (meters)    4807.29   (feet)  ADJUSTED  
 NQ0755  ___________________________________________________________________
 NQ0755  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NQ0755  DYNAMIC HT  -        1464.418 (meters)    4804.51  (feet)  COMP
 NQ0755  MODELED GRAV-     979,989.9   (mgal)                       NAVD 88
 NQ0755
 NQ0755  VERT ORDER  -  THIRD
 NQ0755
 NQ0755.The horizontal coordinates were scaled from a topographic map and have
 NQ0755.an estimated accuracy of +/- 6 seconds.
 NQ0755
 NQ0755.The orthometric height was determined by differential leveling
 NQ0755.and adjusted by the National Geodetic Survey in December 1993..
 NQ0755
 NQ0755.The geoid height was determined by GEOID03.
 NQ0755
 NQ0755.The dynamic height is computed by dividing the NAVD 88
 NQ0755.geopotential number by the normal gravity value computed on the
 NQ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0755.degrees latitude (g = 980.6199 gals.).
 NQ0755
 NQ0755.The modeled gravity was interpolated from observed gravity values.
 NQ0755
 NQ0755;                    North         East    Units  Estimated Accuracy
 NQ0755;SPC WY E     -   265,990.      235,140.      MT  (+/- 180 meters Scaled)
 NQ0755
 NQ0755                          SUPERSEDED SURVEY CONTROL
 NQ0755
 NQ0755.No superseded survey control is available for this station.
 NQ0755
 NQ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH215490(NAD 83)
 NQ0755_MARKER: DB = BENCH MARK DISK
 NQ0755_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0755+WITH SETTING: INFORMATION.
 NQ0755_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0755_STAMPING: 47 SJS 1970
 NQ0755_MARK LOGO: USGS  
 NQ0755_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0755
 NQ0755  HISTORY     - Date     Condition        Report By
 NQ0755  HISTORY     - 1970     MONUMENTED       USGS
 NQ0755
 NQ0755                          STATION DESCRIPTION
 NQ0755
 NQ0755'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0755'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 10.3 MILES
 NQ0755'(16.6 KM) NORTH ALONG THE COUNTY ROAD TO LANCE CREEK, NEAR THE 1/4
 NQ0755'CORNER BETWEEN S.25 AND S.26, T.34 N., R.66 W., APPROXIMATELY 700
 NQ0755'FEET (213.4 M) WEST OFA LARGE EARTHEN DAM, 36 FEET (11.0 M) EAST FROM
 NQ0755'A ROAD FORK EAST, 15 FEET (4.6 M) SOUTH OF A WOODEN GATE, 1 FOOT
 NQ0755'(0.3 M) WEST OF A FENCE LINE, ENCASED IN A 6-INCH WHITE PLASTIC PIPE,
 NQ0755'PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0261 ***********************************************************************
 NQ0261  DESIGNATION -  4701
 NQ0261  PID         -  NQ0261
 NQ0261  STATE/COUNTY-  WY/CONVERSE
 NQ0261  USGS QUAD   -  ORIN (1949)
 NQ0261
 NQ0261                         *CURRENT SURVEY CONTROL
 NQ0261  ___________________________________________________________________
 NQ0261* NAD 83(1986)-  42 39 11.     (N)    105 11 28.     (W)     SCALED    
 NQ0261* NAVD 88     -      1432.401  (meters)    4699.47   (feet)  ADJUSTED  
 NQ0261  ___________________________________________________________________
 NQ0261  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 NQ0261  DYNAMIC HT  -        1431.525 (meters)    4696.59  (feet)  COMP
 NQ0261  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 NQ0261
 NQ0261  VERT ORDER  -  FIRST     CLASS II
 NQ0261
 NQ0261.The horizontal coordinates were scaled from a topographic map and have
 NQ0261.an estimated accuracy of +/- 6 seconds.
 NQ0261
 NQ0261.The orthometric height was determined by differential leveling
 NQ0261.and adjusted by the National Geodetic Survey in June 1991..
 NQ0261.WARNING-Repeat measurements at this control monument indicate possible
 NQ0261.vertical movement.
 NQ0261
 NQ0261.The geoid height was determined by GEOID03.
 NQ0261
 NQ0261.The dynamic height is computed by dividing the NAVD 88
 NQ0261.geopotential number by the normal gravity value computed on the
 NQ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0261.degrees latitude (g = 980.6199 gals.).
 NQ0261
 NQ0261.The modeled gravity was interpolated from observed gravity values.
 NQ0261
 NQ0261;                    North         East    Units  Estimated Accuracy
 NQ0261;SPC WY E     -   239,120.      198,000.      MT  (+/- 180 meters Scaled)
 NQ0261
 NQ0261                          SUPERSEDED SURVEY CONTROL
 NQ0261
 NQ0261  NGVD 29 (??/??/92) 1431.58   (m)         4696.8    (f) COMPUTED    1 2
 NQ0261
 NQ0261.Superseded values are not recommended for survey control.
 NQ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0261.See file dsdata.txt to determine how the superseded data were derived.
 NQ0261
 NQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH843223(NAD 83)
 NQ0261_MARKER: P = PIPE CAP
 NQ0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NQ0261_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NQ0261_STAMPING: 4701
 NQ0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0261
 NQ0261  HISTORY     - Date     Condition        Report By
 NQ0261  HISTORY     - UNK      MONUMENTED       USGS
 NQ0261  HISTORY     - 1954     GOOD             NGS
 NQ0261  HISTORY     - 1985     GOOD             DMA
 NQ0261
 NQ0261                          STATION DESCRIPTION
 NQ0261
 NQ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0261'AT ORIN.
 NQ0261'AT ORIN, 305 FEET SOUTH OF THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0261'STATION, 76 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO, BURLINGTON
 NQ0261'AND QUINCY RAILROAD, 75 FEET SOUTH OF A SWITCH STAND, 2 FEET
 NQ0261'EAST OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH
 NQ0261'PROJECTS 1.0 FOOT ABOVE THE GROUND.  IN SECTION 13, TOWNSHIP 31
 NQ0261'NORTH, RANGE 70 WEST.
 NQ0261
 NQ0261                          STATION RECOVERY (1985)
 NQ0261
 NQ0261'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0261'NEW DESC: AT ORIN, CONVERSE COUNTY, 23 M SOUTH OF SOUTH RAIL, 22.5 M
 NQ0261'SOUTHEAST OF SWITCHSTAND SOUTH OF SOUTH RAIL, 4.8 M WEST OF NORTHWEST
 NQ0261'CORNER OF MOBILE HOME, 20.8 m M NORTH OF ELECTRIC POLE WITH METER
 NQ0261'BOX, A USGS STANDARD CAP, STAMPED '4701' AND RIVETED ON THE TOP OF A
 NQ0261'3 1/2 INCH IRON PIPE PROJECTING 9 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0027 ***********************************************************************
 OW0027  DESIGNATION -  4704
 OW0027  PID         -  OW0027
 OW0027  STATE/COUNTY-  WY/HOT SPRINGS
 OW0027  USGS QUAD   -  RATTLESNAKE GULCH (1965)
 OW0027
 OW0027                         *CURRENT SURVEY CONTROL
 OW0027  ___________________________________________________________________
 OW0027* NAD 83(1986)-  43 40 08.     (N)    108 16 29.     (W)     SCALED    
 OW0027* NAVD 88     -      1437.190  (meters)    4715.18   (feet)  ADJUSTED  
 OW0027  ___________________________________________________________________
 OW0027  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 OW0027  DYNAMIC HT  -        1436.450 (meters)    4712.75  (feet)  COMP
 OW0027  MODELED GRAV-     980,053.7   (mgal)                       NAVD 88
 OW0027
 OW0027  VERT ORDER  -  SECOND    CLASS 0
 OW0027
 OW0027.The horizontal coordinates were scaled from a topographic map and have
 OW0027.an estimated accuracy of +/- 6 seconds.
 OW0027
 OW0027.The orthometric height was determined by differential leveling
 OW0027.and adjusted by the National Geodetic Survey in June 1991..
 OW0027
 OW0027.The geoid height was determined by GEOID03.
 OW0027
 OW0027.The dynamic height is computed by dividing the NAVD 88
 OW0027.geopotential number by the normal gravity value computed on the
 OW0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0027.degrees latitude (g = 980.6199 gals.).
 OW0027
 OW0027.The modeled gravity was interpolated from observed gravity values.
 OW0027
 OW0027;                    North         East    Units  Estimated Accuracy
 OW0027;SPC WYWC     -   352,070.      638,330.      MT  (+/- 180 meters Scaled)
 OW0027
 OW0027                          SUPERSEDED SURVEY CONTROL
 OW0027
 OW0027  NGVD 29 (??/??/92) 1436.374  (m)         4712.50   (f) ADJ UNCH    2 0
 OW0027
 OW0027.Superseded values are not recommended for survey control.
 OW0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0027.See file dsdata.txt to determine how the superseded data were derived.
 OW0027
 OW0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP197387(NAD 83)
 OW0027_MARKER: DD = SURVEY DISK
 OW0027_SETTING: 80 = SET IN A BOULDER
 OW0027_SP_SET: BOULDER
 OW0027_STAMPING: 4704 RED LODGE
 OW0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0027+STABILITY: SURFACE MOTION
 OW0027
 OW0027  HISTORY     - Date     Condition        Report By
 OW0027  HISTORY     - UNK      MONUMENTED       USGS
 OW0027  HISTORY     - 1937     GOOD             NGS
 OW0027
 OW0027                          STATION DESCRIPTION
 OW0027
 OW0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OW0027'4.1 MI W FROM THERMOPOLIS.
 OW0027'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0027'THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 100 FEET WEST OF THE TOP OF A
 OW0027'RIDGE, ABOUT 90 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 OW0027'TOP OF AN EMBEDDED BOULDER, 30 FEET WEST OF A POLE, AND ABOUT 3 FEET
 OW0027'LOWER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 OW0027'DISK, STAMPED 4704 RED LODGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0769 ***********************************************************************
 NQ0769  DESIGNATION -  4706
 NQ0769  PID         -  NQ0769
 NQ0769  STATE/COUNTY-  WY/NIOBRARA
 NQ0769  USGS QUAD   -  COOLEY DRAW (1970)
 NQ0769
 NQ0769                         *CURRENT SURVEY CONTROL
 NQ0769  ___________________________________________________________________
 NQ0769* NAD 83(1986)-  42 59 31.     (N)    104 51 20.     (W)     SCALED    
 NQ0769* NAVD 88     -      1434.958  (meters)    4707.86   (feet)  ADJUSTED  
 NQ0769  ___________________________________________________________________
 NQ0769  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 NQ0769  DYNAMIC HT  -        1434.152 (meters)    4705.21  (feet)  COMP
 NQ0769  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 NQ0769
 NQ0769  VERT ORDER  -  THIRD
 NQ0769
 NQ0769.The horizontal coordinates were scaled from a topographic map and have
 NQ0769.an estimated accuracy of +/- 6 seconds.
 NQ0769
 NQ0769.The orthometric height was determined by differential leveling
 NQ0769.and adjusted by the National Geodetic Survey in December 1993..
 NQ0769
 NQ0769.The geoid height was determined by GEOID03.
 NQ0769
 NQ0769.The dynamic height is computed by dividing the NAVD 88
 NQ0769.geopotential number by the normal gravity value computed on the
 NQ0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0769.degrees latitude (g = 980.6199 gals.).
 NQ0769
 NQ0769.The modeled gravity was interpolated from observed gravity values.
 NQ0769
 NQ0769;                    North         East    Units  Estimated Accuracy
 NQ0769;SPC WY E     -   276,810.      225,370.      MT  (+/- 180 meters Scaled)
 NQ0769
 NQ0769                          SUPERSEDED SURVEY CONTROL
 NQ0769
 NQ0769.No superseded survey control is available for this station.
 NQ0769
 NQ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH117599(NAD 83)
 NQ0769_MARKER: Q = CHISELED SQUARE
 NQ0769_SETTING: 55 = UNSPECIFIED PIPE/ROD IN SLEEVE (10 FT.+)
 NQ0769_SP_SET: UNSPECIFIED PIPE/ROD IN SLEEVE
 NQ0769_MARK LOGO: NONE  
 NQ0769_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NQ0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0769
 NQ0769  HISTORY     - Date     Condition        Report By
 NQ0769  HISTORY     - 1970     MONUMENTED       USGS
 NQ0769
 NQ0769                          STATION DESCRIPTION
 NQ0769
 NQ0769'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0769'FROM THE BOB MANNING RANCH HEADQUARTERS, PROCEED 0.15 MILE (0.24 KM)
 NQ0769'NORTHEAST ALONG THE ROAD TO LANCE CREEK, THENCE 2.0 MILES (3.2 KM)
 NQ0769'SOUTHEAST ALONG A PRIVATE ROAD TO AN EAST-WEST ROAD CROSSING, THENCE
 NQ0769'1.9 MILES (3.1 KM) NORTHEAST ALONG A DIM ROAD, IN THE SW 1/4 OF S.24,
 NQ0769'T.35 N., R.67 W., JUST SOUTH OF A SMALL RESERVOIR, AT A WINDMILL, 1.5
 NQ0769'FEET (0.5 M) ABOVE THE SURFACE OF THE GROUND, A CHISELED SQUARE ON
 NQ0769'THE TOP OF A DRAIN PIPE ON THE PUMP OF THE WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0068 ***********************************************************************
 OW0068  DESIGNATION -  4706.96
 OW0068  PID         -  OW0068
 OW0068  STATE/COUNTY-  WY/FREMONT
 OW0068  USGS QUAD   -  BONNEVILLE SW (1978)
 OW0068
 OW0068                         *CURRENT SURVEY CONTROL
 OW0068  ___________________________________________________________________
 OW0068* NAD 83(1986)-  43 19 54.     (N)    108 09 27.     (W)     SCALED    
 OW0068* NAVD 88     -      1437.615  (meters)    4716.58   (feet)  ADJUSTED  
 OW0068  ___________________________________________________________________
 OW0068  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 OW0068  DYNAMIC HT  -        1436.730 (meters)    4713.67  (feet)  COMP
 OW0068  MODELED GRAV-     979,955.6   (mgal)                       NAVD 88
 OW0068
 OW0068  VERT ORDER  -  FIRST     CLASS II
 OW0068
 OW0068.The horizontal coordinates were scaled from a topographic map and have
 OW0068.an estimated accuracy of +/- 6 seconds.
 OW0068
 OW0068.The orthometric height was determined by differential leveling
 OW0068.and adjusted by the National Geodetic Survey in June 1991..
 OW0068
 OW0068.The geoid height was determined by GEOID03.
 OW0068
 OW0068.The dynamic height is computed by dividing the NAVD 88
 OW0068.geopotential number by the normal gravity value computed on the
 OW0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0068.degrees latitude (g = 980.6199 gals.).
 OW0068
 OW0068.The modeled gravity was interpolated from observed gravity values.
 OW0068
 OW0068;                    North         East    Units  Estimated Accuracy
 OW0068;SPC WYWC     -   314,670.      648,050.      MT  (+/- 180 meters Scaled)
 OW0068
 OW0068                          SUPERSEDED SURVEY CONTROL
 OW0068
 OW0068  NGVD 29 (??/??/92) 1436.701  (m)         4713.58   (f) ADJ UNCH    1 2
 OW0068
 OW0068.Superseded values are not recommended for survey control.
 OW0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0068.See file dsdata.txt to determine how the superseded data were derived.
 OW0068
 OW0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP304015(NAD 83)
 OW0068_MARKER: DD = SURVEY DISK
 OW0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0068_SP_SET: BRIDGE
 OW0068_STAMPING: 4706.96
 OW0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0068
 OW0068  HISTORY     - Date     Condition        Report By
 OW0068  HISTORY     - UNK      MONUMENTED       CBQRR
 OW0068  HISTORY     - 1933     GOOD             NGS
 OW0068  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0068
 OW0068                          STATION DESCRIPTION
 OW0068
 OW0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OW0068'8 MI NW FROM BONNEVILLE.
 OW0068'ABOUT 8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OW0068'RAILROAD FROM BONNEVILLE, FREMONT COUNTY, AT BRIDGE 311.73 OVER TUFF
 OW0068'CREEK, AND IN THE TOP OF THE NORTHWEST CORNER OF THE WEST PARAPET
 OW0068'WALL.  A BRASS CAP, STAMPED 4706.96.
 OW0068
 OW0068                          STATION RECOVERY (1982)
 OW0068
 OW0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0762 ***********************************************************************
 NQ0762  DESIGNATION -  4722
 NQ0762  PID         -  NQ0762
 NQ0762  STATE/COUNTY-  WY/NIOBRARA
 NQ0762  USGS QUAD   -  FLAT TOP (1981)
 NQ0762
 NQ0762                         *CURRENT SURVEY CONTROL
 NQ0762  ___________________________________________________________________
 NQ0762* NAD 83(1986)-  42 58 48.     (N)    104 43 29.     (W)     SCALED    
 NQ0762* NAVD 88     -      1440.027  (meters)    4724.49   (feet)  ADJUSTED  
 NQ0762  ___________________________________________________________________
 NQ0762  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 NQ0762  DYNAMIC HT  -        1439.219 (meters)    4721.84  (feet)  COMP
 NQ0762  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 NQ0762
 NQ0762  VERT ORDER  -  THIRD
 NQ0762
 NQ0762.The horizontal coordinates were scaled from a topographic map and have
 NQ0762.an estimated accuracy of +/- 6 seconds.
 NQ0762
 NQ0762.The orthometric height was determined by differential leveling
 NQ0762.and adjusted by the National Geodetic Survey in December 1993..
 NQ0762
 NQ0762.The geoid height was determined by GEOID03.
 NQ0762
 NQ0762.The dynamic height is computed by dividing the NAVD 88
 NQ0762.geopotential number by the normal gravity value computed on the
 NQ0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0762.degrees latitude (g = 980.6199 gals.).
 NQ0762
 NQ0762.The modeled gravity was interpolated from observed gravity values.
 NQ0762
 NQ0762;                    North         East    Units  Estimated Accuracy
 NQ0762;SPC WY E     -   275,530.      236,050.      MT  (+/- 180 meters Scaled)
 NQ0762
 NQ0762                          SUPERSEDED SURVEY CONTROL
 NQ0762
 NQ0762.No superseded survey control is available for this station.
 NQ0762
 NQ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH224586(NAD 83)
 NQ0762_MARKER: I = METAL ROD
 NQ0762_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0762+WITH SETTING: INFORMATION.
 NQ0762_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0762_MARK LOGO: NONE  
 NQ0762_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0762
 NQ0762  HISTORY     - Date     Condition        Report By
 NQ0762  HISTORY     - 1970     MONUMENTED       USGS
 NQ0762
 NQ0762                          STATION DESCRIPTION
 NQ0762
 NQ0762'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0762'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 16.1 MILES
 NQ0762'(25.9 KM) NORTH ALONG THE ROAD TO LANCE CREEK TO A POINT WHERE THE
 NQ0762'ROAD BENDS SHARPLY TO THE EAST, THENCE 0.6 MILE (1.0 KM) NORTH ALONG
 NQ0762'A PRIVATE ROAD IN THE SE 1/4 OF S.13, T.35 N., R.66 W., 12 FEET
 NQ0762'(3.7 M) EAST ALONG FENCE LINE FROM ROAD AND ROAD FORK, A
 NQ0762'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0141 ***********************************************************************
 PX0141  DESIGNATION -  4725
 PX0141  PID         -  PX0141
 PX0141  STATE/COUNTY-  WY/PARK
 PX0141  USGS QUAD   -  CORBETT DAM (1966)
 PX0141
 PX0141                         *CURRENT SURVEY CONTROL
 PX0141  ___________________________________________________________________
 PX0141* NAD 83(1986)-  44 36 29.     (N)    108 57 44.     (W)     SCALED    
 PX0141* NAVD 88     -      1443.961  (meters)    4737.40   (feet)  ADJUSTED  
 PX0141  ___________________________________________________________________
 PX0141  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 PX0141  DYNAMIC HT  -        1443.248 (meters)    4735.06  (feet)  COMP
 PX0141  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 PX0141
 PX0141  VERT ORDER  -  SECOND    CLASS 0
 PX0141
 PX0141.The horizontal coordinates were scaled from a topographic map and have
 PX0141.an estimated accuracy of +/- 6 seconds.
 PX0141
 PX0141.The orthometric height was determined by differential leveling
 PX0141.and adjusted by the National Geodetic Survey in June 1991..
 PX0141
 PX0141.The geoid height was determined by GEOID03.
 PX0141
 PX0141.The dynamic height is computed by dividing the NAVD 88
 PX0141.geopotential number by the normal gravity value computed on the
 PX0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0141.degrees latitude (g = 980.6199 gals.).
 PX0141
 PX0141.The modeled gravity was interpolated from observed gravity values.
 PX0141
 PX0141;                    North         East    Units  Estimated Accuracy
 PX0141;SPC WYWC     -   456,330.      583,150.      MT  (+/- 180 meters Scaled)
 PX0141
 PX0141                          SUPERSEDED SURVEY CONTROL
 PX0141
 PX0141  NGVD 29 (??/??/92) 1442.900  (m)         4733.91   (f) ADJ UNCH    2 0
 PX0141
 PX0141.Superseded values are not recommended for survey control.
 PX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0141.See file dsdata.txt to determine how the superseded data were derived.
 PX0141
 PX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ617414(NAD 83)
 PX0141_MARKER: P = PIPE CAP
 PX0141_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PX0141_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PX0141_STAMPING: 4733.501 4725 RL 32
 PX0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0141
 PX0141  HISTORY     - Date     Condition        Report By
 PX0141  HISTORY     - UNK      MONUMENTED       USGS
 PX0141  HISTORY     - 1968     GOOD             NGS
 PX0141
 PX0141                          STATION DESCRIPTION
 PX0141
 PX0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 PX0141'7.6 MI NE FROM CODY.
 PX0141'ABOUT 7.6 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0141'RAILROAD FROM CODY, PARK COUNTY, ABOUT 0.4 MILE NORTH OF CORBETT, AT
 PX0141'MILEAGE 35.15, AND ABOUT 320 FEET WEST OF THE CENTER LINE OF THE
 PX0141'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 PX0141'4733.501 4725 RL 32 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 PX0141'PROJECTING ABOUT 14 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0142 ***********************************************************************
 PX0142  DESIGNATION -  4725 RESET
 PX0142  PID         -  PX0142
 PX0142  STATE/COUNTY-  WY/PARK
 PX0142  USGS QUAD   -  CORBETT DAM (1966)
 PX0142
 PX0142                         *CURRENT SURVEY CONTROL
 PX0142  ___________________________________________________________________
 PX0142* NAD 83(1986)-  44 36 30.     (N)    108 57 45.     (W)     SCALED    
 PX0142* NAVD 88     -      1443.59   (meters)    4736.2    (feet)  RESET     
 PX0142  ___________________________________________________________________
 PX0142  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 PX0142
 PX0142  VERT ORDER  -  THIRD
 PX0142
 PX0142.The horizontal coordinates were scaled from a topographic map and have
 PX0142.an estimated accuracy of +/- 6 seconds.
 PX0142
 PX0142.The orthometric height was computed from unverified reset data.
 PX0142.No vertical observational check was made to the station.
 PX0142
 PX0142.The geoid height was determined by GEOID03.
 PX0142
 PX0142;                    North         East    Units  Estimated Accuracy
 PX0142;SPC WYWC     -   456,360.      583,130.      MT  (+/- 180 meters Scaled)
 PX0142
 PX0142                          SUPERSEDED SURVEY CONTROL
 PX0142
 PX0142  NGVD 29 (??/??/??) 1442.53   (m)         4732.7    (f) RESET       3  
 PX0142
 PX0142.Superseded values are not recommended for survey control.
 PX0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0142.See file dsdata.txt to determine how the superseded data were derived.
 PX0142
 PX0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ616414(NAD 83)
 PX0142_MARKER: DD = SURVEY DISK
 PX0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0142_STAMPING: 4725 USGS RL 32 RESET 1967
 PX0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0142+STABILITY: SURFACE MOTION
 PX0142
 PX0142  HISTORY     - Date     Condition        Report By
 PX0142  HISTORY     - 1967     MONUMENTED       WYHD
 PX0142  HISTORY     - 1968     GOOD             WYHD
 PX0142
 PX0142                          STATION DESCRIPTION
 PX0142
 PX0142'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1968
 PX0142'7.6 MI NE FROM CODY.
 PX0142'ABOUT 7.6 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0142'RAILROAD FROM CODY, ABOUT 2.25 MILES NORTHEAST ALONG U.S. HIGHWAY 14A
 PX0142'FROM CORBETT BRIDGE OVER THE SHOSHONE RIVER, 239 FEET WEST OF THE
 PX0142'CENTER LINE OF U. S. HIGHWEAY 14A, 98 FEET WEST OF THE WEST RAIL OF
 PX0142'THE TRACKS, 115 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 23 FEET
 PX0142'SOUTH OF ANOTHER TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST
 PX0142'PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0288 ***********************************************************************
 NQ0288  DESIGNATION -  4733
 NQ0288  PID         -  NQ0288
 NQ0288  STATE/COUNTY-  WY/CONVERSE
 NQ0288  USGS QUAD   -  ORIN (1949)
 NQ0288
 NQ0288                         *CURRENT SURVEY CONTROL
 NQ0288  ___________________________________________________________________
 NQ0288* NAD 83(1986)-  42 39 08.     (N)    105 13 41.     (W)     SCALED    
 NQ0288* NAVD 88     -      1443.391  (meters)    4735.53   (feet)  ADJUSTED  
 NQ0288  ___________________________________________________________________
 NQ0288  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NQ0288  DYNAMIC HT  -        1442.491 (meters)    4732.57  (feet)  COMP
 NQ0288  MODELED GRAV-     979,947.2   (mgal)                       NAVD 88
 NQ0288
 NQ0288  VERT ORDER  -  FIRST     CLASS II
 NQ0288
 NQ0288.The horizontal coordinates were scaled from a topographic map and have
 NQ0288.an estimated accuracy of +/- 6 seconds.
 NQ0288
 NQ0288.The orthometric height was determined by differential leveling
 NQ0288.and adjusted by the National Geodetic Survey in June 1991..
 NQ0288
 NQ0288.The geoid height was determined by GEOID03.
 NQ0288
 NQ0288.The dynamic height is computed by dividing the NAVD 88
 NQ0288.geopotential number by the normal gravity value computed on the
 NQ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0288.degrees latitude (g = 980.6199 gals.).
 NQ0288
 NQ0288.The modeled gravity was interpolated from observed gravity values.
 NQ0288
 NQ0288;                    North         East    Units  Estimated Accuracy
 NQ0288;SPC WY E     -   239,020.      194,970.      MT  (+/- 180 meters Scaled)
 NQ0288
 NQ0288                          SUPERSEDED SURVEY CONTROL
 NQ0288
 NQ0288  NGVD 29 (??/??/92) 1442.55   (m)         4732.8    (f) COMPUTED    1 2
 NQ0288
 NQ0288.Superseded values are not recommended for survey control.
 NQ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0288.See file dsdata.txt to determine how the superseded data were derived.
 NQ0288
 NQ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH813222(NAD 83)
 NQ0288_MARKER: P = PIPE CAP
 NQ0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NQ0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NQ0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0288
 NQ0288  HISTORY     - Date     Condition        Report By
 NQ0288  HISTORY     - UNK      MONUMENTED       USGS
 NQ0288  HISTORY     - 1934     GOOD             NGS
 NQ0288
 NQ0288                          STATION DESCRIPTION
 NQ0288
 NQ0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NQ0288'2 MI W FROM ORIN.
 NQ0288'ABOUT 2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0288'RAILROAD FROM THE STATION AT ORIN, CONVERSE COUNTY, ABOUT 2,110
 NQ0288'FEET WEST OF CHICAGO, BURLINGTON AND QUINCY RAILROAD MILEPOST
 NQ0288'136, ABOUT 0.18 MILE NORTH OF THE CHICAGO, BURLINGTON AND QUINCY
 NQ0288'RAILROAD TRACK, ABOUT 1.0 MILE EAST ALONG THE CHICAGO AND NORTH
 NQ0288'WESTERN RAILWAY FROM IRVINE, 66 FEET NORTH OF THE CHICAGO AND
 NQ0288'NORTH WESTERN RAILWAY MILEPOST 537, 98.5 FEET NORTH OF THE NORTH
 NQ0288'RAIL OF THE CHICAGO AND NORTH WESTERN RAILWAY, 8.0 FEET SOUTH
 NQ0288'OF THE CENTER LINE OF A COUNTRY ROAD, AND NEAR A WIRE FENCE.  A
 NQ0288'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4733 AND
 NQ0288'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 6
 NQ0288'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0521 ***********************************************************************
 OU0521  DESIGNATION -  4747
 OU0521  PID         -  OU0521
 OU0521  STATE/COUNTY-  WY/NIOBRARA
 OU0521  USGS QUAD   -  MIKES DRAW (1981)
 OU0521
 OU0521                         *CURRENT SURVEY CONTROL
 OU0521  ___________________________________________________________________
 OU0521* NAD 83(1986)-  43 00 02.     (N)    104 46 11.     (W)     SCALED    
 OU0521* NAVD 88     -      1447.544  (meters)    4749.15   (feet)  ADJUSTED  
 OU0521  ___________________________________________________________________
 OU0521  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 OU0521  DYNAMIC HT  -        1446.738 (meters)    4746.51  (feet)  COMP
 OU0521  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 OU0521
 OU0521  VERT ORDER  -  THIRD
 OU0521
 OU0521.The horizontal coordinates were scaled from a topographic map and have
 OU0521.an estimated accuracy of +/- 6 seconds.
 OU0521
 OU0521.The orthometric height was determined by differential leveling
 OU0521.and adjusted by the National Geodetic Survey in December 1993..
 OU0521
 OU0521.The geoid height was determined by GEOID03.
 OU0521
 OU0521.The dynamic height is computed by dividing the NAVD 88
 OU0521.geopotential number by the normal gravity value computed on the
 OU0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0521.degrees latitude (g = 980.6199 gals.).
 OU0521
 OU0521.The modeled gravity was interpolated from observed gravity values.
 OU0521
 OU0521;                    North         East    Units  Estimated Accuracy
 OU0521;SPC WY E     -   277,790.      232,370.      MT  (+/- 180 meters Scaled)
 OU0521
 OU0521                          SUPERSEDED SURVEY CONTROL
 OU0521
 OU0521.No superseded survey control is available for this station.
 OU0521
 OU0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH187609(NAD 83)
 OU0521_MARKER: S = SPIKE
 OU0521_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 OU0521_SP_SET: SPIKE IN POWERLINE POLE
 OU0521_MARK LOGO: NONE  
 OU0521_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0521
 OU0521  HISTORY     - Date     Condition        Report By
 OU0521  HISTORY     - 1970     MONUMENTED       USGS
 OU0521
 OU0521                          STATION DESCRIPTION
 OU0521
 OU0521'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0521'FROM THE TOM BOWER RANCH HEADQUARTERS, PROCEED 0.75 MILES (1.21 KM)
 OU0521'NORTHWEST ALONG THE ROAD TO THE BOB MANNING RANCH TO A JUNCTION WITH
 OU0521'AN EAST-WEST ROAD, THENCE PROCEED 0.35 MILE (0.56 KM) WEST ALONG A
 OU0521'DIRT ROAD TO A ROAD JUNCTION WEST, THENCE 1.35 MILES (2.17 KM) WEST
 OU0521'AND SOUTHWEST ALONG A DIRT ROAD TO A POINT WHERE A POWERLINE CROSSES
 OU0521'THE ROAD, 45 FEET (13.7 M) SOUTHEAST OF AN ORANGE PIPELINE POLE, 1
 OU0521'FOOT (0.3 M) ABOVE THE SURFACE OF THE GROUND, A RAILROAD SPIKE IN A
 OU0521'POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0108 ***********************************************************************
 PW0108  DESIGNATION -  4776
 PW0108  PID         -  PW0108
 PW0108  STATE/COUNTY-  WY/JOHNSON
 PW0108  USGS QUAD   -  PURDY RESERVOIR (1970)
 PW0108
 PW0108                         *CURRENT SURVEY CONTROL
 PW0108  ___________________________________________________________________
 PW0108* NAD 83(1986)-  44 03 00.     (N)    106 42 05.     (W)     SCALED    
 PW0108* NAVD 88     -      1459.526  (meters)    4788.46   (feet)  ADJUSTED  
 PW0108  ___________________________________________________________________
 PW0108  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 PW0108  DYNAMIC HT  -        1458.803 (meters)    4786.09  (feet)  COMP
 PW0108  MODELED GRAV-     980,072.3   (mgal)                       NAVD 88
 PW0108
 PW0108  VERT ORDER  -  SECOND    CLASS 0
 PW0108
 PW0108.The horizontal coordinates were scaled from a topographic map and have
 PW0108.an estimated accuracy of +/- 6 seconds.
 PW0108
 PW0108.The orthometric height was determined by differential leveling
 PW0108.and adjusted by the National Geodetic Survey in June 1991..
 PW0108
 PW0108.The geoid height was determined by GEOID03.
 PW0108
 PW0108.The dynamic height is computed by dividing the NAVD 88
 PW0108.geopotential number by the normal gravity value computed on the
 PW0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0108.degrees latitude (g = 980.6199 gals.).
 PW0108
 PW0108.The modeled gravity was interpolated from observed gravity values.
 PW0108
 PW0108;                    North         East    Units  Estimated Accuracy
 PW0108;SPC WYEC     -   494,500.      450,640.      MT  (+/- 180 meters Scaled)
 PW0108
 PW0108                          SUPERSEDED SURVEY CONTROL
 PW0108
 PW0108  NGVD 29 (??/??/92) 1458.698  (m)         4785.74   (f) ADJ UNCH    2 0
 PW0108
 PW0108.Superseded values are not recommended for survey control.
 PW0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0108.See file dsdata.txt to determine how the superseded data were derived.
 PW0108
 PW0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ637788(NAD 83)
 PW0108_MARKER: P = PIPE CAP
 PW0108_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0108_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0108_STAMPING: 4776 SHER
 PW0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0108
 PW0108  HISTORY     - Date     Condition        Report By
 PW0108  HISTORY     - UNK      MONUMENTED       USGS
 PW0108  HISTORY     - 1946     GOOD             NGS
 PW0108
 PW0108                          STATION DESCRIPTION
 PW0108
 PW0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PW0108'20.4 MI S FROM BUFFALO.
 PW0108'20.4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM BUFFALO, JOHNSON COUNTY,
 PW0108'0.4 MILE WEST OF THE HIGHWAY, 700 FEET NORTH OF THE MIDDLE FORK CRAZY
 PW0108'WOMAN CREEK, AMONG THE HOUSE AT HESSES RANCH, 108.8 FEET NORTH OF A
 PW0108'FENCE, 51.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE LOG
 PW0108'CABIN, AND 15.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE
 PW0108'HOUSE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4776
 PW0108'SHER AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0475 ***********************************************************************
 PX0475  DESIGNATION -  4786
 PX0475  PID         -  PX0475
 PX0475  STATE/COUNTY-  WY/PARK
 PX0475  USGS QUAD   -  ELK BASIN SW (1966)
 PX0475
 PX0475                         *CURRENT SURVEY CONTROL
 PX0475  ___________________________________________________________________
 PX0475* NAD 83(1993)-  44 45 11.99769(N)    108 56 10.45199(W)     ADJUSTED  
 PX0475* NAVD 88     -      1462.59   (+/-2cm)    4798.5    (feet)  VERTCON   
 PX0475  ___________________________________________________________________
 PX0475  LAPLACE CORR-          -9.43  (seconds)                    DEFLEC99
 PX0475  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 PX0475
 PX0475  HORZ ORDER  -  THIRD
 PX0475  VERT ORDER  -  THIRD ? (See Below)
 PX0475
 PX0475.The horizontal coordinates were established by classical geodetic methods
 PX0475.and adjusted by the National Geodetic Survey in January 1997..
 PX0475
 PX0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0475.The vertical order pertains to the NGVD 29 superseded value.
 PX0475
 PX0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0475
 PX0475.The geoid height was determined by GEOID03.
 PX0475
 PX0475;                    North         East     Units Scale Factor Converg.
 PX0475;SPC WYWC     -   472,470.988   585,253.882   MT  0.99994017   -0 07 52.0
 PX0475;UTM  12      - 4,957,621.127   663,352.865   MT  0.99992814   +1 27 12.0
 PX0475
 PX0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0475!SPC WYWC     -   0.99977274  x   0.99994017  =   0.99971292
 PX0475!UTM  12      -   0.99977274  x   0.99992814  =   0.99970090
 PX0475
 PX0475:                Primary Azimuth Mark                     Grid Az
 PX0475:SPC WYWC     -  MILES                                    021 51 11.2
 PX0475:UTM  12      -  MILES                                    020 16 07.2
 PX0475
 PX0475|---------------------------------------------------------------------|
 PX0475| PID    Reference Object                     Distance      Geod. Az  |
 PX0475|                                                           dddmmss.s |
 PX0475| PX0491 MILES                               APPROX. 5.7 KM 0214319.2 |
 PX0475|---------------------------------------------------------------------|
 PX0475
 PX0475                          SUPERSEDED SURVEY CONTROL
 PX0475
 PX0475  NAD 83(1986)-  44 45 11.98708(N)    108 56 10.44170(W) AD(       ) 3
 PX0475  NGVD 29 (09/11/89) 1461.52   (m)         4795.0    (f) LEVELING    3  
 PX0475
 PX0475.Superseded values are not recommended for survey control.
 PX0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0475.See file dsdata.txt to determine how the superseded data were derived.
 PX0475
 PX0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6335357621(NAD 83)
 PX0475_MARKER: P = PIPE CAP
 PX0475_SETTING: 0 = UNSPECIFIED SETTING
 PX0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0475
 PX0475  HISTORY     - Date     Condition        Report By
 PX0475  HISTORY     - 1947     MONUMENTED       USGS
 PX0475
 PX0475                          STATION DESCRIPTION
 PX0475
 PX0475'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0475'LOCATED ABOUT 4.0 MI. W. AND 1.9 MI. N. OF RALSTON WYOMING IN THE SE.
 PX0475'CORNER OF SEC. 7, T.55 N. R. 100 W. ABOUT 925 FT. W. OF BADGER BASIN
 PX0475'RD., ABOUT 280 FT. S. OF A TRAIL RD. ABOUT 35 FT. E. OF THE OLD
 PX0475'ABANDONED EAGLE NEST-RED LODGE STAGE RD.
 PX0475'
 PX0475'TO REACH STATION FROM THE POST OFFICE AT CODY, WYOMING, FOLLOW STATE
 PX0475'HIGHWAY 14 N. TOWARD POWELL, WYOMING FOR 20.7 MI. TO THE JUNCTION OF
 PX0475'THE BADGER BASIN RD. AT RALSTON WYOMING.  TURN W. ON THE BADGER BASIN
 PX0475'RD. FOR 4.0 MI. THEN N. FOR 1.9 MI. TO JUNCTION OF A TRAIL RD. W.
 PX0475'(RD. MAY BE GRADED IN THE NEAR FUTURE TURN W. FOR ABOUT 925 FT. TO
 PX0475'JUNCTION OF AN OLD ABANDONED EAGLE NEST RED LODGE STAGE COACH RD.,
 PX0475'TURN S. FOR ABOUT 280 FT. TO STATION.
 PX0475'
 PX0475'STATION MARK - A STANDARD GEOLOGICAL SURVEY PIPE WITH A BRONZE BENCH
 PX0475'MARK CAP STAMPED---4736 R.L.---.
 PX0475'
 PX0475'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0143 ***********************************************************************
 PX0143  DESIGNATION -  4788
 PX0143  PID         -  PX0143
 PX0143  STATE/COUNTY-  WY/PARK
 PX0143  USGS QUAD   -  CORBETT DAM (1966)
 PX0143
 PX0143                         *CURRENT SURVEY CONTROL
 PX0143  ___________________________________________________________________
 PX0143* NAD 83(1986)-  44 34 58.     (N)    108 58 12.     (W)     SCALED    
 PX0143* NAVD 88     -      1463.094  (meters)    4800.17   (feet)  ADJUSTED  
 PX0143  ___________________________________________________________________
 PX0143  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 PX0143  DYNAMIC HT  -        1462.368 (meters)    4797.79  (feet)  COMP
 PX0143  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 PX0143
 PX0143  VERT ORDER  -  SECOND    CLASS 0
 PX0143
 PX0143.The horizontal coordinates were scaled from a topographic map and have
 PX0143.an estimated accuracy of +/- 6 seconds.
 PX0143
 PX0143.The orthometric height was determined by differential leveling
 PX0143.and adjusted by the National Geodetic Survey in June 1991..
 PX0143
 PX0143.The geoid height was determined by GEOID03.
 PX0143
 PX0143.The dynamic height is computed by dividing the NAVD 88
 PX0143.geopotential number by the normal gravity value computed on the
 PX0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0143.degrees latitude (g = 980.6199 gals.).
 PX0143
 PX0143.The modeled gravity was interpolated from observed gravity values.
 PX0143
 PX0143;                    North         East    Units  Estimated Accuracy
 PX0143;SPC WYWC     -   453,530.      582,530.      MT  (+/- 180 meters Scaled)
 PX0143
 PX0143                          SUPERSEDED SURVEY CONTROL
 PX0143
 PX0143  NGVD 29 (??/??/92) 1462.030  (m)         4796.68   (f) ADJ UNCH    2 0
 PX0143
 PX0143.Superseded values are not recommended for survey control.
 PX0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0143.See file dsdata.txt to determine how the superseded data were derived.
 PX0143
 PX0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ611386(NAD 83)
 PX0143_MARKER: P = PIPE CAP
 PX0143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PX0143_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PX0143_STAMPING: 4796.253 4788 RL 34
 PX0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0143
 PX0143  HISTORY     - Date     Condition        Report By
 PX0143  HISTORY     - UNK      MONUMENTED       USGS
 PX0143  HISTORY     - 1933     GOOD             NGS
 PX0143  HISTORY     - 1966     GOOD             USGS
 PX0143
 PX0143                          STATION DESCRIPTION
 PX0143
 PX0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PX0143'5.8 MI NE FROM CODY.
 PX0143'ABOUT 5.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0143'RAILROAD FROM CODY, PARK COUNTY, AT MILEAGE 36.9, ON THE CREST OF A
 PX0143'RISE ABOVE SHOSHONE RIVER, ABOUT 1/4 MILE EAST OF THE TRACK, AND ABOUT
 PX0143'180 FEET WEST OF THE CENTER LINE OF THE 1933 ROUTE OF U.S. HIGHWAY
 PX0143'420, A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4796.253
 PX0143'4788 RL 34 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 PX0143'ABOUT 18 INCHES ABOVE GROUND.
 PX0143
 PX0143                          STATION RECOVERY (1966)
 PX0143
 PX0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0610 ***********************************************************************
 MO0610  DESIGNATION -  48
 MO0610  PID         -  MO0610
 MO0610  STATE/COUNTY-  WY/ALBANY
 MO0610  USGS QUAD   -  BAMFORTH LAKE (1978)
 MO0610
 MO0610                         *CURRENT SURVEY CONTROL
 MO0610  ___________________________________________________________________
 MO0610* NAD 83(1986)-  41 28 49.     (N)    105 38 16.     (W)     SCALED    
 MO0610* NAVD 88     -      2181.276  (meters)    7156.40   (feet)  ADJUSTED  
 MO0610  ___________________________________________________________________
 MO0610  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 MO0610  DYNAMIC HT  -        2179.441 (meters)    7150.38  (feet)  COMP
 MO0610  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 MO0610
 MO0610  VERT ORDER  -  FIRST     CLASS II
 MO0610
 MO0610.The horizontal coordinates were scaled from a topographic map and have
 MO0610.an estimated accuracy of +/- 6 seconds.
 MO0610
 MO0610.The orthometric height was determined by differential leveling
 MO0610.and adjusted by the National Geodetic Survey in June 1991..
 MO0610.WARNING-Repeat measurements at this control monument indicate possible
 MO0610.vertical movement.
 MO0610
 MO0610.The geoid height was determined by GEOID03.
 MO0610
 MO0610.The dynamic height is computed by dividing the NAVD 88
 MO0610.geopotential number by the normal gravity value computed on the
 MO0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0610.degrees latitude (g = 980.6199 gals.).
 MO0610
 MO0610.The modeled gravity was interpolated from observed gravity values.
 MO0610
 MO0610;                    North         East    Units  Estimated Accuracy
 MO0610;SPC WY E     -   108,960.      160,650.      MT  (+/- 180 meters Scaled)
 MO0610
 MO0610                          SUPERSEDED SURVEY CONTROL
 MO0610
 MO0610  NGVD 29 (06/08/92) 2180.251  (m)         7153.04   (f) ADJUSTED    1 2
 MO0610
 MO0610.Superseded values are not recommended for survey control.
 MO0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0610.See file dsdata.txt to determine how the superseded data were derived.
 MO0610
 MO0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF467922(NAD 83)
 MO0610_MARKER: DB = BENCH MARK DISK
 MO0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0610_STAMPING: 48
 MO0610_MARK LOGO: CGS+SS
 MO0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0610+STABILITY: SURFACE MOTION
 MO0610
 MO0610  HISTORY     - Date     Condition        Report By
 MO0610  HISTORY     - UNK      MONUMENTED       WYGS
 MO0610  HISTORY     - 1947     GOOD             NGS
 MO0610  HISTORY     - 1983     GOOD             NGS
 MO0610  HISTORY     - 19990823 GOOD             WYDT
 MO0610
 MO0610                          STATION DESCRIPTION
 MO0610
 MO0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0610'0.3 MI NW FROM WYOMING.
 MO0610'0.3 MILE NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0610'SIGNBOARD AT WYOMING, 313.0 FEET NORTHEAST OF THE NORTHEAST
 MO0610'RAIL OF THE NORTHEAST TRACK AT A POINT 4 POLES NORTHWEST OF
 MO0610'MILEPOST 578, 84.0 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 MO0610'HIGHWAY 30, 19.7 FEET NORTHEAST OF THE FIRST POLE SOUTH OF A
 MO0610'BRACED TELEPHONE POLE AT A POINT WHERE THE TELEPHONE LINE MAKES
 MO0610'A SLIGHT TURN, 2.8 FEET EAST OF A RIGHT-OF-WAY FENCE, 1.5 FEET
 MO0610'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MO0610'AND PROJECTS 1.0 FOOT ABOVE THE GROUND.
 MO0610
 MO0610                          STATION RECOVERY (1983)
 MO0610
 MO0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0610'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.1 KM
 MO0610'(11.85 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0610'STATION IN LARAMIE.
 MO0610
 MO0610                          STATION RECOVERY (1999)
 MO0610
 MO0610'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0610'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER,
 MO0610'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0776 ***********************************************************************
 PY0776  DESIGNATION -  48 MDC
 PY0776  PID         -  PY0776
 PY0776  STATE/COUNTY-  WY/TETON
 PY0776  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0776
 PY0776                         *CURRENT SURVEY CONTROL
 PY0776  ___________________________________________________________________
 PY0776* NAD 83(1986)-  44 28 08.     (N)    110 51 21.     (W)     SCALED    
 PY0776* NAVD 88     -      2223.821  (meters)    7295.99   (feet)  ADJUSTED  
 PY0776  ___________________________________________________________________
 PY0776  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PY0776  DYNAMIC HT  -        2222.387 (meters)    7291.28  (feet)  COMP
 PY0776  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 PY0776
 PY0776  VERT ORDER  -  FIRST     CLASS II
 PY0776
 PY0776.The horizontal coordinates were scaled from a topographic map and have
 PY0776.an estimated accuracy of +/- 6 seconds.
 PY0776
 PY0776.The orthometric height was determined by differential leveling
 PY0776.and adjusted by the National Geodetic Survey in June 1991..
 PY0776.WARNING-Repeat measurements at this control monument indicate possible
 PY0776.vertical movement.
 PY0776
 PY0776.The geoid height was determined by GEOID03.
 PY0776
 PY0776.The dynamic height is computed by dividing the NAVD 88
 PY0776.geopotential number by the normal gravity value computed on the
 PY0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0776.degrees latitude (g = 980.6199 gals.).
 PY0776
 PY0776.The modeled gravity was interpolated from observed gravity values.
 PY0776
 PY0776;                    North         East    Units  Estimated Accuracy
 PY0776;SPC WY W     -   541,140.      738,540.      MT  (+/- 180 meters Scaled)
 PY0776
 PY0776                          SUPERSEDED SURVEY CONTROL
 PY0776
 PY0776  NGVD 29 (08/20/92) 2222.477  (m)         7291.58   (f) ADJUSTED    1 2
 PY0776
 PY0776.Superseded values are not recommended for survey control.
 PY0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0776.See file dsdata.txt to determine how the superseded data were derived.
 PY0776
 PY0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ114239(NAD 83)
 PY0776_MARKER: DB = BENCH MARK DISK
 PY0776_SETTING: 66 = SET IN ROCK OUTCROP
 PY0776_SP_SET: BEDROCK
 PY0776_STAMPING: 48 MDC 1976 7291
 PY0776_MARK LOGO: USGS  
 PY0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0776+STABILITY: POSITION/ELEVATION WELL
 PY0776
 PY0776  HISTORY     - Date     Condition        Report By
 PY0776  HISTORY     - 1976     MONUMENTED       USGS
 PY0776  HISTORY     - 1987     GOOD             NGS
 PY0776
 PY0776                          STATION DESCRIPTION
 PY0776
 PY0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0776'23.5 KM (14.60 MI) SOUTH FROM MADISON JUNCTION.
 PY0776'23.5 KM (14.60 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB
 PY0776'HIGHWAY FROM ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE
 PY0776'HIGHWAY IN MADISON JUNCTION, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST
 PY0776'OF THE SOUTHWEST END OF A 1 BY 8 FOOT EXPOSED AREA OF OUTCROPPING
 PY0776'BEDROCK, 1.3 KM (0.80 MI) NORTHWEST OF THE OLD FAITHFUL OVERPASS,
 PY0776'20.6 M (67.6 FT) SOUTHEAST OF THE SOUTHEAST END OF A SMALL HIGHWAY
 PY0776'PULLOUT ON THE EAST SIDE OF THE HIGHWAY, 11.8 M (38.7 FT) NORTHEAST
 PY0776'OF THE CENTERLINE OF THE HIGHWAY, AND 5.1 M (16.7 FT) EAST OF THE
 PY0776'NORTHEAST END OF A PIPE CULVERT.
 PY0776'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0756 ***********************************************************************
 NQ0756  DESIGNATION -  48 SJS
 NQ0756  PID         -  NQ0756
 NQ0756  STATE/COUNTY-  WY/NIOBRARA
 NQ0756  USGS QUAD   -  FLAT TOP (1981)
 NQ0756
 NQ0756                         *CURRENT SURVEY CONTROL
 NQ0756  ___________________________________________________________________
 NQ0756* NAD 83(1986)-  42 54 53.     (N)    104 44 11.     (W)     SCALED    
 NQ0756* NAVD 88     -      1460.037  (meters)    4790.14   (feet)  ADJUSTED  
 NQ0756  ___________________________________________________________________
 NQ0756  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 NQ0756  DYNAMIC HT  -        1459.198 (meters)    4787.39  (feet)  COMP
 NQ0756  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 NQ0756
 NQ0756  VERT ORDER  -  THIRD
 NQ0756
 NQ0756.The horizontal coordinates were scaled from a topographic map and have
 NQ0756.an estimated accuracy of +/- 6 seconds.
 NQ0756
 NQ0756.The orthometric height was determined by differential leveling
 NQ0756.and adjusted by the National Geodetic Survey in December 1993..
 NQ0756
 NQ0756.The geoid height was determined by GEOID03.
 NQ0756
 NQ0756.The dynamic height is computed by dividing the NAVD 88
 NQ0756.geopotential number by the normal gravity value computed on the
 NQ0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0756.degrees latitude (g = 980.6199 gals.).
 NQ0756
 NQ0756.The modeled gravity was interpolated from observed gravity values.
 NQ0756
 NQ0756;                    North         East    Units  Estimated Accuracy
 NQ0756;SPC WY E     -   268,270.      235,130.      MT  (+/- 180 meters Scaled)
 NQ0756
 NQ0756                          SUPERSEDED SURVEY CONTROL
 NQ0756
 NQ0756.No superseded survey control is available for this station.
 NQ0756
 NQ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH215513(NAD 83)
 NQ0756_MARKER: DB = BENCH MARK DISK
 NQ0756_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0756+WITH SETTING: INFORMATION.
 NQ0756_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0756_STAMPING: 48 SJS 1970
 NQ0756_MARK LOGO: USGS  
 NQ0756_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0756
 NQ0756  HISTORY     - Date     Condition        Report By
 NQ0756  HISTORY     - 1970     MONUMENTED       USGS
 NQ0756
 NQ0756                          STATION DESCRIPTION
 NQ0756
 NQ0756'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0756'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 11.7 MILES
 NQ0756'(18.8 KM) NORTH ALONG THE COUNTY ROAD TO LANCE CREEK TO A COUNTY ROAD
 NQ0756'CROSSING, NEAR THE NORTHWEST CORNER OF S.24, T.34 N., R.66 W., 27
 NQ0756'FEET (8.2 M) EAST AND 20 FEET (6.1 M) SOUTH OF THE COUNTY ROAD
 NQ0756'CROSSING, 1 FOOT (0.3 M) WEST AND 1 FOOT (0.3 M) SOUTH OF A FENCE
 NQ0756'CORNER, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, PROJECTING 0.3 FOOT,
 NQ0756'AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0476 ***********************************************************************
 PX0476  DESIGNATION -  4805
 PX0476  PID         -  PX0476
 PX0476  STATE/COUNTY-  WY/PARK
 PX0476  USGS QUAD   -  ELK BASIN SW (1966)
 PX0476
 PX0476                         *CURRENT SURVEY CONTROL
 PX0476  ___________________________________________________________________
 PX0476* NAD 83(1993)-  44 47 06.04459(N)    108 56 05.80797(W)     ADJUSTED  
 PX0476* NAVD 88     -      1468.30   (+/-2cm)    4817.2    (feet)  VERTCON   
 PX0476  ___________________________________________________________________
 PX0476  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 PX0476  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 PX0476
 PX0476  HORZ ORDER  -  THIRD
 PX0476  VERT ORDER  -  THIRD ? (See Below)
 PX0476
 PX0476.The horizontal coordinates were established by classical geodetic methods
 PX0476.and adjusted by the National Geodetic Survey in January 1997..
 PX0476
 PX0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0476.The vertical order pertains to the NGVD 29 superseded value.
 PX0476
 PX0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0476
 PX0476.The geoid height was determined by GEOID03.
 PX0476
 PX0476;                    North         East     Units Scale Factor Converg.
 PX0476;SPC WYWC     -   475,991.013   585,364.026   MT  0.99994013   -0 07 49.0
 PX0476;UTM  12      - 4,961,142.810   663,365.611   MT  0.99992819   +1 27 18.2
 PX0476
 PX0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0476!SPC WYWC     -   0.99977185  x   0.99994013  =   0.99971199
 PX0476!UTM  12      -   0.99977185  x   0.99992819  =   0.99970006
 PX0476
 PX0476:                Primary Azimuth Mark                     Grid Az
 PX0476:SPC WYWC     -  MILES                                    048 13 23.3
 PX0476:UTM  12      -  MILES                                    046 38 16.1
 PX0476
 PX0476|---------------------------------------------------------------------|
 PX0476| PID    Reference Object                     Distance      Geod. Az  |
 PX0476|                                                           dddmmss.s |
 PX0476| PX0491 MILES                               APPROX. 2.7 KM 0480534.3 |
 PX0476|---------------------------------------------------------------------|
 PX0476
 PX0476                          SUPERSEDED SURVEY CONTROL
 PX0476
 PX0476  NAD 83(1986)-  44 47 06.03442(N)    108 56 05.79596(W) AD(       ) 3
 PX0476  NGVD 29 (09/11/89) 1467.24   (m)         4813.8    (f) LEVELING    3  
 PX0476
 PX0476.Superseded values are not recommended for survey control.
 PX0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0476.See file dsdata.txt to determine how the superseded data were derived.
 PX0476
 PX0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6336661143(NAD 83)
 PX0476_MARKER: P = PIPE CAP
 PX0476_SETTING: 0 = UNSPECIFIED SETTING
 PX0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0476
 PX0476  HISTORY     - Date     Condition        Report By
 PX0476  HISTORY     - 1947     MONUMENTED       USGS
 PX0476
 PX0476                          STATION DESCRIPTION
 PX0476
 PX0476'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0476'STATION IS LOCATED ABOUT 4.0 MI. W. AND 4.7 MI. N. OF RALSTON,
 PX0476'WYOMING ALONG THE MAIN RD. TO BADGER BASIN.  IN THE SW. COR OF SEC.
 PX0476'32 T.56 N. R. 100 W. ABOUT 1100 FT. N. OF THE S. LINE AND 480 FT. E.
 PX0476'OF THE W. LINE OF SEC. ABOUT 55 FT. W. OF THE CENTER OF THE BADGER
 PX0476'BASIN RD., WHERE THE RD. BREAKS OVER THE ESCARPMENT INTO THE BAD LAND
 PX0476'AREA.
 PX0476'
 PX0476'TO REACH STATION FROM THE POST OFFICE AT CODY, WYOMING FOLLOW STATE
 PX0476'HIGHWAY NO.14 N. TOWARD POWELL, WYOMING FOR ABOUT 20.7 MI. TO THE
 PX0476'JUNCTION OF THE BADGER BASIN RD. AT RALSTON WYOMING, TURN W. ON THE
 PX0476'BADGER BASIN RD. FOR 4.0 MI. THEN N. FOR ABOUT 4.7 MI. TO THE EDGE OF
 PX0476'THE ESCARPMENT.  STATION IS ABOUT 55 FT. W. OF THE RD.
 PX0476'
 PX0476'STATION MARK - A STANDARD GEOLOGICAL SURVEY IRON PIPE WITH A BRONZE
 PX0476'BENCH MARK CAP STAMPED---4805 R.L.---
 PX0476'
 PX0476'REFERENCE MARK NO.1 - A COPPER NAIL AND WASHER SET IN A DRILL HOLE IN
 PX0476'THE REMAINS OF A SANDSTONE OUTCROP.  WASHER IS 0.2 FT. BELOW THE
 PX0476'SURFACE OF THE ROCK, 146.65 FT. FROM STATION N 34 DEGREES
 PX0476'23 MINUTES, SW.
 PX0476'
 PX0476'REFERENCE MARK NO.2 - A CHISELED CROSS ON THE TOP OF EMBEDDED
 PX0476'LIMESTONE BOULDER WHICH HAS 5 CHISEL MARKS ON THE E. FACE AND 1
 PX0476'CHISEL MARK ON THE W. FACE.  IT IS G.L.O. COR. SEC. 31,32,5 AND 6
 PX0476'T. 55 AND 56 N. R. 100 W. 1180.0 FT. FROM STATION N 17 DEGREES
 PX0476'08 MINUTES NE, 22.04 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0258 ***********************************************************************
 PW0258  DESIGNATION -  4806.85
 PW0258  PID         -  PW0258
 PW0258  STATE/COUNTY-  WY/SHERIDAN
 PW0258  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0258
 PW0258                         *CURRENT SURVEY CONTROL
 PW0258  ___________________________________________________________________
 PW0258* NAD 83(1986)-  44 49 12.     (N)    107 17 59.     (W)     SCALED    
 PW0258* NAVD 88     -      1465.533  (meters)    4808.17   (feet)  ADJUSTED  
 PW0258  ___________________________________________________________________
 PW0258  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 PW0258  DYNAMIC HT  -        1464.951 (meters)    4806.26  (feet)  COMP
 PW0258  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 PW0258
 PW0258  VERT ORDER  -  SECOND    CLASS 0
 PW0258
 PW0258.The horizontal coordinates were scaled from a topographic map and have
 PW0258.an estimated accuracy of +/- 6 seconds.
 PW0258
 PW0258.The orthometric height was determined by differential leveling
 PW0258.and adjusted by the National Geodetic Survey in June 1991..
 PW0258
 PW0258.The geoid height was determined by GEOID03.
 PW0258
 PW0258.The dynamic height is computed by dividing the NAVD 88
 PW0258.geopotential number by the normal gravity value computed on the
 PW0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0258.degrees latitude (g = 980.6199 gals.).
 PW0258
 PW0258.The modeled gravity was interpolated from observed gravity values.
 PW0258
 PW0258;                    North         East    Units  Estimated Accuracy
 PW0258;SPC WYEC     -   579,860.      402,660.      MT  (+/- 180 meters Scaled)
 PW0258
 PW0258                          SUPERSEDED SURVEY CONTROL
 PW0258
 PW0258  NGVD 29 (??/??/92) 1464.743  (m)         4805.58   (f) ADJ UNCH    2 0
 PW0258
 PW0258.Superseded values are not recommended for survey control.
 PW0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0258.See file dsdata.txt to determine how the superseded data were derived.
 PW0258
 PW0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK181655(NAD 83)
 PW0258_MARKER: DD = SURVEY DISK
 PW0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0258_SP_SET: CULVERT
 PW0258_STAMPING: 4806.85 62
 PW0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0258
 PW0258  HISTORY     - Date     Condition        Report By
 PW0258  HISTORY     - UNK      MONUMENTED       BPR
 PW0258  HISTORY     - 1966     GOOD             NGS
 PW0258
 PW0258                          STATION DESCRIPTION
 PW0258
 PW0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0258'4.65 MI SW FROM DAYTON.
 PW0258'4.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0258'DAYTON, ON THE OUTSIDE OF A CURVE, IN THE TOP OF THE CENTER OF THE
 PW0258'NORTHWEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 26 1/2 FEET
 PW0258'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET
 PW0258'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0295 ***********************************************************************
 NQ0295  DESIGNATION -  4822
 NQ0295  PID         -  NQ0295
 NQ0295  STATE/COUNTY-  WY/CONVERSE
 NQ0295  USGS QUAD   -  IRVINE (1949)
 NQ0295
 NQ0295                         *CURRENT SURVEY CONTROL
 NQ0295  ___________________________________________________________________
 NQ0295* NAD 83(1986)-  42 40 51.     (N)    105 20 09.     (W)     SCALED    
 NQ0295* NAVD 88     -      1470.628  (meters)    4824.89   (feet)  ADJUSTED  
 NQ0295  ___________________________________________________________________
 NQ0295  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 NQ0295  DYNAMIC HT  -        1469.688 (meters)    4821.80  (feet)  COMP
 NQ0295  MODELED GRAV-     979,930.4   (mgal)                       NAVD 88
 NQ0295
 NQ0295  VERT ORDER  -  FIRST     CLASS II
 NQ0295
 NQ0295.The horizontal coordinates were scaled from a topographic map and have
 NQ0295.an estimated accuracy of +/- 6 seconds.
 NQ0295
 NQ0295.The orthometric height was determined by differential leveling
 NQ0295.and adjusted by the National Geodetic Survey in June 1991..
 NQ0295
 NQ0295.The geoid height was determined by GEOID03.
 NQ0295
 NQ0295.The dynamic height is computed by dividing the NAVD 88
 NQ0295.geopotential number by the normal gravity value computed on the
 NQ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0295.degrees latitude (g = 980.6199 gals.).
 NQ0295
 NQ0295.The modeled gravity was interpolated from observed gravity values.
 NQ0295
 NQ0295;                    North         East    Units  Estimated Accuracy
 NQ0295;SPC WY E     -   242,210.      186,140.      MT  (+/- 180 meters Scaled)
 NQ0295
 NQ0295                          SUPERSEDED SURVEY CONTROL
 NQ0295
 NQ0295  NGVD 29 (??/??/92) 1469.76   (m)         4822.0    (f) COMPUTED    1 2
 NQ0295
 NQ0295.Superseded values are not recommended for survey control.
 NQ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0295.See file dsdata.txt to determine how the superseded data were derived.
 NQ0295
 NQ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH724254(NAD 83)
 NQ0295_MARKER: P = PIPE CAP
 NQ0295_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NQ0295_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NQ0295_STAMPING: 4822
 NQ0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0295
 NQ0295  HISTORY     - Date     Condition        Report By
 NQ0295  HISTORY     - UNK      MONUMENTED       USGS
 NQ0295  HISTORY     - 1934     GOOD             NGS
 NQ0295  HISTORY     - 1941     GOOD             NGS
 NQ0295
 NQ0295                          STATION DESCRIPTION
 NQ0295
 NQ0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NQ0295'6.2 MI E FROM DOUGLAS.
 NQ0295'ABOUT 6.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0295'RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY, ABOUT
 NQ0295'2,380 FEET EAST OF CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NQ0295'MILEPOST 143, BETWEEN THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NQ0295'AND THE CHICAGO AND NORTH WESTERN RAILWAY TRACKS, ABOUT 50 FEET
 NQ0295'NORTH OF THE CHICAGO AND NORTH WESTERN RAILWAY MILEPOST 540,
 NQ0295'97.5 FEET NORTH OF THE NORTH RAIL OF THE CHICAGO AND NORTH WESTERN
 NQ0295'RAILWAY, 6 FEET SOUTHEAST OF POLE 4578, AND NEAR A WIRE FENCE.  A
 NQ0295'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4822 AND
 NQ0295'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE, PROJECTING ABOUT
 NQ0295'6 INCHES ABOVE GROUND.
 NQ0295
 NQ0295                          STATION RECOVERY (1941)
 NQ0295
 NQ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 NQ0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0039 ***********************************************************************
 OW0039  DESIGNATION -  4851 RESET
 OW0039  PID         -  OW0039
 OW0039  STATE/COUNTY-  WY/HOT SPRINGS
 OW0039  USGS QUAD   -  THOMPSON RESERVOIRS (1965)
 OW0039
 OW0039                         *CURRENT SURVEY CONTROL
 OW0039  ___________________________________________________________________
 OW0039* NAD 83(1986)-  43 42 07.     (N)    108 25 13.     (W)     SCALED    
 OW0039* NAVD 88     -      1490.09   (+/-2cm)    4888.7    (feet)  VERTCON   
 OW0039  ___________________________________________________________________
 OW0039  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 OW0039
 OW0039  VERT ORDER  -  ? (See Below)
 OW0039
 OW0039.The horizontal coordinates were scaled from a topographic map and have
 OW0039.an estimated accuracy of +/- 6 seconds.
 OW0039
 OW0039.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0039.The vertical order pertains to the NGVD 29 superseded value.
 OW0039
 OW0039.The geoid height was determined by GEOID03.
 OW0039
 OW0039;                    North         East    Units  Estimated Accuracy
 OW0039;SPC WYWC     -   355,690.      626,580.      MT  (+/- 180 meters Scaled)
 OW0039
 OW0039                          SUPERSEDED SURVEY CONTROL
 OW0039
 OW0039  NGVD 29 (??/??/92) 1489.210  (m)         4885.85   (f) ADJ UNCH    ?  
 OW0039
 OW0039.Superseded values are not recommended for survey control.
 OW0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0039.See file dsdata.txt to determine how the superseded data were derived.
 OW0039
 OW0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP078420(NAD 83)
 OW0039_MARKER: DD = SURVEY DISK
 OW0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0039_STAMPING: 4851 RED LODGE
 OW0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0039+STABILITY: SURFACE MOTION
 OW0039
 OW0039  HISTORY     - Date     Condition        Report By
 OW0039  HISTORY     - UNK      MONUMENTED       USGS
 OW0039  HISTORY     - 1937     GOOD             NGS
 OW0039
 OW0039                          STATION DESCRIPTION
 OW0039
 OW0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OW0039'12.2 MI W FROM THERMOPOLIS.
 OW0039'ABOUT 12.2 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0039'THERMOPOLIS, HOT SPRINGS COUNTY, DIRECTLY NORTH OF THE S.W. BENT
 OW0039'FARMHOUSE, 45 FEET WEST OF THE CENTER LINE OF A DRIVE LEADING TO THE
 OW0039'FARMHOUSE, 10 FEET NORTH OF THE NORTH PROPERTY-LINE FENCE, 40 FEET
 OW0039'SOUTH OF THE CENTER LINE OF THE HIGHWAY, BETWEEN TWO 12-INCH
 OW0039'COTTONWOOD TREES, AND ABOUT LEVEL WITH THE HIGHWAY.  A UNITED STATES
 OW0039'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4851 RED LODGE AND SET IN THE
 OW0039'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0477 ***********************************************************************
 PX0477  DESIGNATION -  4853
 PX0477  PID         -  PX0477
 PX0477  STATE/COUNTY-  WY/PARK
 PX0477  USGS QUAD   -  VOCATION (1978)
 PX0477
 PX0477                         *CURRENT SURVEY CONTROL
 PX0477  ___________________________________________________________________
 PX0477* NAD 83(1993)-  44 42 56.16219(N)    108 56 21.56208(W)     ADJUSTED  
 PX0477* NAVD 88     -      1482.90   (+/-2cm)    4865.1    (feet)  VERTCON   
 PX0477  ___________________________________________________________________
 PX0477  LAPLACE CORR-         -11.00  (seconds)                    DEFLEC99
 PX0477  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 PX0477
 PX0477  HORZ ORDER  -  THIRD
 PX0477  VERT ORDER  -  THIRD ? (See Below)
 PX0477
 PX0477.The horizontal coordinates were established by classical geodetic methods
 PX0477.and adjusted by the National Geodetic Survey in January 1997..
 PX0477
 PX0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0477.The vertical order pertains to the NGVD 29 superseded value.
 PX0477
 PX0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0477
 PX0477.The geoid height was determined by GEOID03.
 PX0477
 PX0477;                    North         East     Units Scale Factor Converg.
 PX0477;SPC WYWC     -   468,278.776   584,999.772   MT  0.99994027   -0 07 59.5
 PX0477;UTM  12      - 4,953,423.545   663,214.732   MT  0.99992759   +1 27 00.7
 PX0477
 PX0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0477!SPC WYWC     -   0.99976955  x   0.99994027  =   0.99970983
 PX0477!UTM  12      -   0.99976955  x   0.99992759  =   0.99969716
 PX0477
 PX0477:                Primary Azimuth Mark                     Grid Az
 PX0477:SPC WYWC     -  MILES                                    014 06 03.4
 PX0477:UTM  12      -  MILES                                    012 31 03.2
 PX0477
 PX0477|---------------------------------------------------------------------|
 PX0477| PID    Reference Object                     Distance      Geod. Az  |
 PX0477|                                                           dddmmss.s |
 PX0477| PX0491 MILES                               APPROX. 9.8 KM 0135803.9 |
 PX0477|---------------------------------------------------------------------|
 PX0477
 PX0477                          SUPERSEDED SURVEY CONTROL
 PX0477
 PX0477  NAD 83(1986)-  44 42 56.15375(N)    108 56 21.55234(W) AD(       ) 3
 PX0477  NGVD 29 (09/11/89) 1481.84   (m)         4861.7    (f) LEVELING    3  
 PX0477
 PX0477.Superseded values are not recommended for survey control.
 PX0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0477.See file dsdata.txt to determine how the superseded data were derived.
 PX0477
 PX0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6321553424(NAD 83)
 PX0477_MARKER: P = PIPE CAP
 PX0477_SETTING: 0 = UNSPECIFIED SETTING
 PX0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0477
 PX0477  HISTORY     - Date     Condition        Report By
 PX0477  HISTORY     - 1947     MONUMENTED       USGS
 PX0477
 PX0477                          STATION DESCRIPTION
 PX0477
 PX0477'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0477'LOCATED ABOUT 2.5 MI. N. OF OLD STAGE STATION AT EAGLE NEST ALONG
 PX0477'THE OLD STAGE COACH RD. TO RED LODGE, MONTANA.  AT THE TOP OF THE
 PX0477'SECOND ESCARPMENT NORTHWEST OF THE SHOSHONE RIVER.  ABOUT 4.3 MI.
 PX0477'E. AND W. AND 0.55 MI. S. OF RALSTON, WYOMING ABOUT 50 FT. E. OF THE
 PX0477'CENTER LINE OF THE OLD ABANDONED EAGLE NEST RED LODGE STAGECOACH RD.
 PX0477'IRON POST WITH BRONZE CAP STAMPED---4853 R.L.---.
 PX0477'
 PX0477'TO REACH STATION FROM THE POST OFFICE AT CODY, WYOMING FOLLOW STATE
 PX0477'HIGHWAY NO.14 N. TOWARD POWELL, WYOMING FOR 20.7 MI. TO THE JUNCTION
 PX0477'OF THE BADGER BASIN RD. AT RALSTON, WYOMING.  TURN W. ON THE BADGER
 PX0477'BASIN RD. FOR 4.0 MI. TO WHERE IT MAKES A RIGHT ANGLE TURN N. ACROSS
 PX0477'A CANAL.  CONTINUE WEST ALONG THE SOUTH SIDE OF THE CANAL FOR 0.3
 PX0477'MI. TO WHERE IT INTERSECTS THE OLD STAGE LINE.  TURN S. ON THE OLD
 PX0477'STAGE LINE FOR 0.55 MI. TO EDGE OF ESCARPMENT AND STATION.
 PX0477'
 PX0477'STATION MARK - A STANDARD U.S. GEOLOGICAL SURVEY IRON PIPE WITH A
 PX0477'BRONZE CAP STAMPED---4853 R.L.---.
 PX0477'
 PX0477'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0153 ***********************************************************************
 PX0153  DESIGNATION -  4859
 PX0153  PID         -  PX0153
 PX0153  STATE/COUNTY-  WY/PARK
 PX0153  USGS QUAD   -  CODY (1987)
 PX0153
 PX0153                         *CURRENT SURVEY CONTROL
 PX0153  ___________________________________________________________________
 PX0153* NAD 83(1986)-  44 33 18.     (N)    109 01 08.     (W)     SCALED    
 PX0153* NAVD 88     -      1484.639  (meters)    4870.85   (feet)  ADJUSTED  
 PX0153  ___________________________________________________________________
 PX0153  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 PX0153  DYNAMIC HT  -        1483.893 (meters)    4868.41  (feet)  COMP
 PX0153  MODELED GRAV-     980,063.7   (mgal)                       NAVD 88
 PX0153
 PX0153  VERT ORDER  -  SECOND    CLASS 0
 PX0153
 PX0153.The horizontal coordinates were scaled from a topographic map and have
 PX0153.an estimated accuracy of +/- 6 seconds.
 PX0153
 PX0153.The orthometric height was determined by differential leveling
 PX0153.and adjusted by the National Geodetic Survey in June 1991..
 PX0153
 PX0153.The geoid height was determined by GEOID03.
 PX0153
 PX0153.The dynamic height is computed by dividing the NAVD 88
 PX0153.geopotential number by the normal gravity value computed on the
 PX0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0153.degrees latitude (g = 980.6199 gals.).
 PX0153
 PX0153.The modeled gravity was interpolated from observed gravity values.
 PX0153
 PX0153;                    North         East    Units  Estimated Accuracy
 PX0153;SPC WYWC     -   450,450.      578,640.      MT  (+/- 180 meters Scaled)
 PX0153
 PX0153                          SUPERSEDED SURVEY CONTROL
 PX0153
 PX0153  NGVD 29 (??/??/92) 1483.566  (m)         4867.33   (f) ADJ UNCH    2 0
 PX0153
 PX0153.Superseded values are not recommended for survey control.
 PX0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0153.See file dsdata.txt to determine how the superseded data were derived.
 PX0153
 PX0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ573354(NAD 83)
 PX0153_MARKER: P = PIPE CAP
 PX0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PX0153_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PX0153_STAMPING: 4866.893 4859 RL
 PX0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0153
 PX0153  HISTORY     - Date     Condition        Report By
 PX0153  HISTORY     - UNK      MONUMENTED       USGS
 PX0153  HISTORY     - 1963     GOOD             NGS
 PX0153
 PX0153                          STATION DESCRIPTION
 PX0153
 PX0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 PX0153'2.8 MI NE FROM CODY.
 PX0153'2.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PX0153'FROM CODY, PARK COUNTY, AT MILEAGE 39.92, AT A FORMER ROAD CROSSING,
 PX0153'AND 60 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A UNITED
 PX0153'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4866.893 4859 RL AND
 PX0153'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 12
 PX0153'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0772 ***********************************************************************
 NQ0772  DESIGNATION -  4876
 NQ0772  PID         -  NQ0772
 NQ0772  STATE/COUNTY-  WY/NIOBRARA
 NQ0772  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0772
 NQ0772                         *CURRENT SURVEY CONTROL
 NQ0772  ___________________________________________________________________
 NQ0772* NAD 83(1986)-  42 58 58.     (N)    104 53 38.     (W)     SCALED    
 NQ0772* NAVD 88     -      1486.987  (meters)    4878.56   (feet)  ADJUSTED  
 NQ0772  ___________________________________________________________________
 NQ0772  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 NQ0772  DYNAMIC HT  -        1486.151 (meters)    4875.81  (feet)  COMP
 NQ0772  MODELED GRAV-     980,005.1   (mgal)                       NAVD 88
 NQ0772
 NQ0772  VERT ORDER  -  THIRD
 NQ0772
 NQ0772.The horizontal coordinates were scaled from a topographic map and have
 NQ0772.an estimated accuracy of +/- 6 seconds.
 NQ0772
 NQ0772.The orthometric height was determined by differential leveling
 NQ0772.and adjusted by the National Geodetic Survey in December 1993..
 NQ0772
 NQ0772.The geoid height was determined by GEOID03.
 NQ0772
 NQ0772.The dynamic height is computed by dividing the NAVD 88
 NQ0772.geopotential number by the normal gravity value computed on the
 NQ0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0772.degrees latitude (g = 980.6199 gals.).
 NQ0772
 NQ0772.The modeled gravity was interpolated from observed gravity values.
 NQ0772
 NQ0772;                    North         East    Units  Estimated Accuracy
 NQ0772;SPC WY E     -   275,780.      222,250.      MT  (+/- 180 meters Scaled)
 NQ0772
 NQ0772                          SUPERSEDED SURVEY CONTROL
 NQ0772
 NQ0772.No superseded survey control is available for this station.
 NQ0772
 NQ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH086589(NAD 83)
 NQ0772_MARKER: S = SPIKE
 NQ0772_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 NQ0772_SP_SET: SPIKE IN FENCE POST
 NQ0772_MARK LOGO: NONE  
 NQ0772_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0772
 NQ0772  HISTORY     - Date     Condition        Report By
 NQ0772  HISTORY     - 1970     MONUMENTED       USGS
 NQ0772
 NQ0772                          STATION DESCRIPTION
 NQ0772
 NQ0772'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0772'FROM THE BOB MANNING RANCH HEADQUARTERS, PROCEED 0.15 MILE (0.24 KM)
 NQ0772'NORTHEAST ALONG THE ROAD TO LANCE CREEK, THENCE 1 MILE (1.6 KM)
 NQ0772'SOUTHEAST ALONG A PRIVATE ROAD LEADING TO THE TOM BOWER RANCH, IN THE
 NQ0772'NW 1/4 OF S.27, T.35 N., R.67 W., 15 FEET (4.6 M) EAST AND 15 FEET
 NQ0772'(4.6 M) SOUTH OF THE ROAD AT A WIRE GATE, ON TOP OF A RIDGE, A
 NQ0772'RAILROAD SPIKE IN A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0754 ***********************************************************************
 NQ0754  DESIGNATION -  4885
 NQ0754  PID         -  NQ0754
 NQ0754  STATE/COUNTY-  WY/NIOBRARA
 NQ0754  USGS QUAD   -  FLAT TOP (1981)
 NQ0754
 NQ0754                         *CURRENT SURVEY CONTROL
 NQ0754  ___________________________________________________________________
 NQ0754* NAD 83(1986)-  42 52 58.     (N)    104 44 39.     (W)     SCALED    
 NQ0754* NAVD 88     -      1489.643  (meters)    4887.27   (feet)  ADJUSTED  
 NQ0754  ___________________________________________________________________
 NQ0754  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 NQ0754  DYNAMIC HT  -        1488.778 (meters)    4884.43  (feet)  COMP
 NQ0754  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 NQ0754
 NQ0754  VERT ORDER  -  THIRD
 NQ0754
 NQ0754.The horizontal coordinates were scaled from a topographic map and have
 NQ0754.an estimated accuracy of +/- 6 seconds.
 NQ0754
 NQ0754.The orthometric height was determined by differential leveling
 NQ0754.and adjusted by the National Geodetic Survey in December 1993..
 NQ0754
 NQ0754.The geoid height was determined by GEOID03.
 NQ0754
 NQ0754.The dynamic height is computed by dividing the NAVD 88
 NQ0754.geopotential number by the normal gravity value computed on the
 NQ0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0754.degrees latitude (g = 980.6199 gals.).
 NQ0754
 NQ0754.The modeled gravity was interpolated from observed gravity values.
 NQ0754
 NQ0754;                    North         East    Units  Estimated Accuracy
 NQ0754;SPC WY E     -   264,720.      234,510.      MT  (+/- 180 meters Scaled)
 NQ0754
 NQ0754                          SUPERSEDED SURVEY CONTROL
 NQ0754
 NQ0754.No superseded survey control is available for this station.
 NQ0754
 NQ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH208478(NAD 83)
 NQ0754_MARKER: I = METAL ROD
 NQ0754_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0754+WITH SETTING: INFORMATION.
 NQ0754_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0754_MARK LOGO: NONE  
 NQ0754_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0754
 NQ0754  HISTORY     - Date     Condition        Report By
 NQ0754  HISTORY     - 1970     MONUMENTED       USGS
 NQ0754
 NQ0754                          STATION DESCRIPTION
 NQ0754
 NQ0754'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0754'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 9.25 MILES
 NQ0754'(14.89 KM) NORTH ALONG THE COUNTY ROAD TO LANCE CREEK TO A POINT
 NQ0754'WHERE A POWERLINE CROSSES THE ROAD, 1 FOOT (0.3 M) WEST OF A
 NQ0754'POWERLINE POLE, 12 FEET (3.7 M) WEST OF THE ROAD, A COPPER-COATED
 NQ0754'ROD. (THE MARK WAS REPORTED DESTROYED IN 1976).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0760 ***********************************************************************
 NQ0760  DESIGNATION -  4885
 NQ0760  PID         -  NQ0760
 NQ0760  STATE/COUNTY-  WY/NIOBRARA
 NQ0760  USGS QUAD   -  FLAT TOP (1981)
 NQ0760
 NQ0760                         *CURRENT SURVEY CONTROL
 NQ0760  ___________________________________________________________________
 NQ0760* NAD 83(1986)-  42 57 34.     (N)    104 43 54.     (W)     SCALED    
 NQ0760* NAVD 88     -      1489.543  (meters)    4886.94   (feet)  ADJUSTED  
 NQ0760  ___________________________________________________________________
 NQ0760  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 NQ0760  DYNAMIC HT  -        1488.704 (meters)    4884.19  (feet)  COMP
 NQ0760  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 NQ0760
 NQ0760  VERT ORDER  -  THIRD
 NQ0760
 NQ0760.The horizontal coordinates were scaled from a topographic map and have
 NQ0760.an estimated accuracy of +/- 6 seconds.
 NQ0760
 NQ0760.The orthometric height was determined by differential leveling
 NQ0760.and adjusted by the National Geodetic Survey in December 1993..
 NQ0760
 NQ0760.The geoid height was determined by GEOID03.
 NQ0760
 NQ0760.The dynamic height is computed by dividing the NAVD 88
 NQ0760.geopotential number by the normal gravity value computed on the
 NQ0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0760.degrees latitude (g = 980.6199 gals.).
 NQ0760
 NQ0760.The modeled gravity was interpolated from observed gravity values.
 NQ0760
 NQ0760;                    North         East    Units  Estimated Accuracy
 NQ0760;SPC WY E     -   273,240.      235,490.      MT  (+/- 180 meters Scaled)
 NQ0760
 NQ0760                          SUPERSEDED SURVEY CONTROL
 NQ0760
 NQ0760.No superseded survey control is available for this station.
 NQ0760
 NQ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH218563(NAD 83)
 NQ0760_MARKER: DD = SURVEY DISK
 NQ0760_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0760+WITH SETTING: INFORMATION.
 NQ0760_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0760_STAMPING: U.E.
 NQ0760_MARK LOGO: USGS  
 NQ0760_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0760
 NQ0760  HISTORY     - Date     Condition        Report By
 NQ0760  HISTORY     - 1970     MONUMENTED       USGS
 NQ0760
 NQ0760                          STATION DESCRIPTION
 NQ0760
 NQ0760'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0760'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 15.0 MILES
 NQ0760'(24.1 KM) NORTH ALONG THE ROAD TO LANCE CREEK TO A ROAD FORK
 NQ0760'SOUTHEAST, 22 FEET (6.7 M) WEST OF THE ROAD FORK SOUTHEAST LEADING TO
 NQ0760'OIL TANK PP 06009, 1.9 FEET (0.6 M) LOWER THAN THE ROAD FORK, A
 NQ0760'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0097 ***********************************************************************
 PW0097  DESIGNATION -  4893
 PW0097  PID         -  PW0097
 PW0097  STATE/COUNTY-  WY/JOHNSON
 PW0097  USGS QUAD   -  BUFFALO (1970)
 PW0097
 PW0097                         *CURRENT SURVEY CONTROL
 PW0097  ___________________________________________________________________
 PW0097* NAD 83(1986)-  44 16 52.     (N)    106 41 01.     (W)     SCALED    
 PW0097* NAVD 88     -      1495.409  (meters)    4906.19   (feet)  ADJUSTED  
 PW0097  ___________________________________________________________________
 PW0097  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 PW0097  DYNAMIC HT  -        1494.690 (meters)    4903.83  (feet)  COMP
 PW0097  MODELED GRAV-     980,084.7   (mgal)                       NAVD 88
 PW0097
 PW0097  VERT ORDER  -  SECOND    CLASS 0
 PW0097
 PW0097.The horizontal coordinates were scaled from a topographic map and have
 PW0097.an estimated accuracy of +/- 6 seconds.
 PW0097
 PW0097.The orthometric height was determined by differential leveling
 PW0097.and adjusted by the National Geodetic Survey in June 1991..
 PW0097
 PW0097.The geoid height was determined by GEOID03.
 PW0097
 PW0097.The dynamic height is computed by dividing the NAVD 88
 PW0097.geopotential number by the normal gravity value computed on the
 PW0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0097.degrees latitude (g = 980.6199 gals.).
 PW0097
 PW0097.The modeled gravity was interpolated from observed gravity values.
 PW0097
 PW0097;                    North         East    Units  Estimated Accuracy
 PW0097;SPC WYEC     -   520,190.      451,860.      MT  (+/- 180 meters Scaled)
 PW0097
 PW0097                          SUPERSEDED SURVEY CONTROL
 PW0097
 PW0097  NGVD 29 (??/??/92) 1494.578  (m)         4903.46   (f) ADJ UNCH    2 0
 PW0097
 PW0097.Superseded values are not recommended for survey control.
 PW0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0097.See file dsdata.txt to determine how the superseded data were derived.
 PW0097
 PW0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK656044(NAD 83)
 PW0097_MARKER: P = PIPE CAP
 PW0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0097_STAMPING: 4893 SHER T 50 N R 82 W SEC 26
 PW0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0097
 PW0097  HISTORY     - Date     Condition        Report By
 PW0097  HISTORY     - UNK      MONUMENTED       USGS
 PW0097  HISTORY     - 1959     POOR             NGS
 PW0097
 PW0097                          STATION DESCRIPTION
 PW0097
 PW0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PW0097'4.4 MI S FROM BUFFALO.
 PW0097'4.4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM BUFFALO, JOHNSON COUNTY,
 PW0097'333 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO THE CROSS H RANCH,
 PW0097'164.0 FEET WEST OF THE SOUTHWEST CORNER OF THE RANCH HOUSE, 31.4 FEET
 PW0097'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 10.1 FEET WEST OF A FENCE.
 PW0097'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4893 SHER T 50
 PW0097'N R 82 W SEC 26 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 PW0097'NOTE-- 1959 REPORT BY CO. SURVEYOR--B.M. IS MARKED BY STEEL FENCE POST
 PW0097'IN SHALLOW BORROW PIT ALONG US 87 AND IS SUBJECT TO FURTHER DAMAGE BY
 PW0097'VEHICLES LEAVING ROAD.  NOTE-- IRON PIPE BENT TO AN ANGLE OF 45 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0611 ***********************************************************************
 MO0611  DESIGNATION -  49
 MO0611  PID         -  MO0611
 MO0611  STATE/COUNTY-  WY/ALBANY
 MO0611  USGS QUAD   -  BAMFORTH LAKE (1978)
 MO0611
 MO0611                         *CURRENT SURVEY CONTROL
 MO0611  ___________________________________________________________________
 MO0611* NAD 83(1986)-  41 29 33.     (N)    105 38 44.     (W)     SCALED    
 MO0611* NAVD 88     -      2170.271  (meters)    7120.30   (feet)  ADJUSTED  
 MO0611  ___________________________________________________________________
 MO0611  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 MO0611  DYNAMIC HT  -        2168.445 (meters)    7114.31  (feet)  COMP
 MO0611  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 MO0611
 MO0611  VERT ORDER  -  FIRST     CLASS II
 MO0611
 MO0611.The horizontal coordinates were scaled from a topographic map and have
 MO0611.an estimated accuracy of +/- 6 seconds.
 MO0611
 MO0611.The orthometric height was determined by differential leveling
 MO0611.and adjusted by the National Geodetic Survey in June 1991..
 MO0611.WARNING-Repeat measurements at this control monument indicate possible
 MO0611.vertical movement.
 MO0611
 MO0611.The geoid height was determined by GEOID03.
 MO0611
 MO0611.The dynamic height is computed by dividing the NAVD 88
 MO0611.geopotential number by the normal gravity value computed on the
 MO0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0611.degrees latitude (g = 980.6199 gals.).
 MO0611
 MO0611.The modeled gravity was interpolated from observed gravity values.
 MO0611
 MO0611;                    North         East    Units  Estimated Accuracy
 MO0611;SPC WY E     -   110,330.      160,010.      MT  (+/- 180 meters Scaled)
 MO0611
 MO0611                          SUPERSEDED SURVEY CONTROL
 MO0611
 MO0611  NGVD 29 (06/08/92) 2169.242  (m)         7116.92   (f) ADJUSTED    1 2
 MO0611
 MO0611.Superseded values are not recommended for survey control.
 MO0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0611.See file dsdata.txt to determine how the superseded data were derived.
 MO0611
 MO0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF461936(NAD 83)
 MO0611_MARKER: DB = BENCH MARK DISK
 MO0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0611_STAMPING: 49
 MO0611_MARK LOGO: CGS+SS
 MO0611_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0611+STABILITY: SURFACE MOTION
 MO0611
 MO0611  HISTORY     - Date     Condition        Report By
 MO0611  HISTORY     - 1934     MONUMENTED       WYGS
 MO0611  HISTORY     - 1947     GOOD             NGS
 MO0611  HISTORY     - 1983     GOOD             NGS
 MO0611  HISTORY     - 19990823 GOOD             WYDT
 MO0611
 MO0611                          STATION DESCRIPTION
 MO0611
 MO0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0611'1.3 MI NW FROM WYOMING.
 MO0611'1.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0611'SIGNBOARD AT WYOMING, 304.0 FEET NORTHEAST OF THE NORTHEAST RAIL
 MO0611'OF THE NORTHEAST TRACK AT A POINT 2 POLES NORTHWEST OF MILEPOST
 MO0611'579, 113.0 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 30,
 MO0611'58.3 FEET SOUTHEAST OF THE FIFTH POLE SOUTHEAST OF DOUBLE
 MO0611'TELEPHONE POLES ALONG THE NORTHEAST SIDE OF THE HIGHWAY, 5.7
 MO0611'FEET NORTHEAST OF A RIGHT-OF-WAY FENCE, 1.3 FEET NORTHWEST OF
 MO0611'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 MO0611'0.4 FOOT ABOVE THE GROUND.
 MO0611
 MO0611                          STATION RECOVERY (1983)
 MO0611
 MO0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0611'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.6 KM
 MO0611'(12.8 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0611'STATION IN LARAMIE.
 MO0611
 MO0611                          STATION RECOVERY (1999)
 MO0611
 MO0611'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0611'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0611'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0785 ***********************************************************************
 PY0785  DESIGNATION -  49 MDC
 PY0785  PID         -  PY0785
 PY0785  STATE/COUNTY-  WY/TETON
 PY0785  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0785
 PY0785                         *CURRENT SURVEY CONTROL
 PY0785  ___________________________________________________________________
 PY0785* NAD 83(1986)-  44 26 09.     (N)    110 47 42.     (W)     SCALED    
 PY0785* NAVD 88     -      2380.551  (meters)    7810.19   (feet)  ADJUSTED  
 PY0785  ___________________________________________________________________
 PY0785  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 PY0785  DYNAMIC HT  -        2378.978 (meters)    7805.03  (feet)  COMP
 PY0785  MODELED GRAV-     979,871.0   (mgal)                       NAVD 88
 PY0785
 PY0785  VERT ORDER  -  FIRST     CLASS II
 PY0785
 PY0785.The horizontal coordinates were scaled from a topographic map and have
 PY0785.an estimated accuracy of +/- 6 seconds.
 PY0785
 PY0785.The orthometric height was determined by differential leveling
 PY0785.and adjusted by the National Geodetic Survey in June 1991..
 PY0785
 PY0785.The geoid height was determined by GEOID03.
 PY0785
 PY0785.The dynamic height is computed by dividing the NAVD 88
 PY0785.geopotential number by the normal gravity value computed on the
 PY0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0785.degrees latitude (g = 980.6199 gals.).
 PY0785
 PY0785.The modeled gravity was interpolated from observed gravity values.
 PY0785
 PY0785;                    North         East    Units  Estimated Accuracy
 PY0785;SPC WY W     -   537,420.      743,340.      MT  (+/- 180 meters Scaled)
 PY0785
 PY0785                          SUPERSEDED SURVEY CONTROL
 PY0785
 PY0785  NGVD 29 (08/20/92) 2379.188  (m)         7805.72   (f) ADJUSTED    1 2
 PY0785
 PY0785.Superseded values are not recommended for survey control.
 PY0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0785.See file dsdata.txt to determine how the superseded data were derived.
 PY0785
 PY0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ163203(NAD 83)
 PY0785_MARKER: DB = BENCH MARK DISK
 PY0785_SETTING: 66 = SET IN ROCK OUTCROP
 PY0785_SP_SET: BEDROCK
 PY0785_STAMPING: 49 MDC 1976 7805
 PY0785_MARK LOGO: USGS  
 PY0785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0785+STABILITY: POSITION/ELEVATION WELL
 PY0785
 PY0785  HISTORY     - Date     Condition        Report By
 PY0785  HISTORY     - 1976     MONUMENTED       USGS
 PY0785  HISTORY     - 1987     GOOD             NGS
 PY0785
 PY0785                          STATION DESCRIPTION
 PY0785
 PY0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0785'22.6 KM (14.05 MI) WEST FROM WEST THUMB.
 PY0785'22.6 KM (14.05 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0785'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0785'THUMB, NEAR THE CENTER OF THE WESTERN 1/3 OF A 50 FOOT ROCK LEDGE
 PY0785'THAT PROJECTS 3 FEET ALONG THE SOUTH SIDE OF THE HIGHWAY, 14.9 M
 PY0785'(48.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 M (4.9 FT)
 PY0785'SOUTHEAST OF A PINE TREE WITH A WITNESS SIGN ATTACHED.
 PY0785'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0758 ***********************************************************************
 NQ0758  DESIGNATION -  49 SJS
 NQ0758  PID         -  NQ0758
 NQ0758  STATE/COUNTY-  WY/NIOBRARA
 NQ0758  USGS QUAD   -  FLAT TOP (1981)
 NQ0758
 NQ0758                         *CURRENT SURVEY CONTROL
 NQ0758  ___________________________________________________________________
 NQ0758* NAD 83(1986)-  42 56 33.     (N)    104 43 59.     (W)     SCALED    
 NQ0758* NAVD 88     -      1492.360  (meters)    4896.18   (feet)  ADJUSTED  
 NQ0758  ___________________________________________________________________
 NQ0758  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 NQ0758  DYNAMIC HT  -        1491.514 (meters)    4893.41  (feet)  COMP
 NQ0758  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 NQ0758
 NQ0758  VERT ORDER  -  THIRD
 NQ0758
 NQ0758.The horizontal coordinates were scaled from a topographic map and have
 NQ0758.an estimated accuracy of +/- 6 seconds.
 NQ0758
 NQ0758.The orthometric height was determined by differential leveling
 NQ0758.and adjusted by the National Geodetic Survey in December 1993..
 NQ0758
 NQ0758.The geoid height was determined by GEOID03.
 NQ0758
 NQ0758.The dynamic height is computed by dividing the NAVD 88
 NQ0758.geopotential number by the normal gravity value computed on the
 NQ0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0758.degrees latitude (g = 980.6199 gals.).
 NQ0758
 NQ0758.The modeled gravity was interpolated from observed gravity values.
 NQ0758
 NQ0758;                    North         East    Units  Estimated Accuracy
 NQ0758;SPC WY E     -   271,360.      235,390.      MT  (+/- 180 meters Scaled)
 NQ0758
 NQ0758                          SUPERSEDED SURVEY CONTROL
 NQ0758
 NQ0758.No superseded survey control is available for this station.
 NQ0758
 NQ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH217544(NAD 83)
 NQ0758_MARKER: DB = BENCH MARK DISK
 NQ0758_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0758+WITH SETTING: INFORMATION.
 NQ0758_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0758_STAMPING: 49 SJS 1970
 NQ0758_MARK LOGO: USGS  
 NQ0758_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0758
 NQ0758  HISTORY     - Date     Condition        Report By
 NQ0758  HISTORY     - 1970     MONUMENTED       USGS
 NQ0758
 NQ0758                          STATION DESCRIPTION
 NQ0758
 NQ0758'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0758'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 13.7 MILES
 NQ0758'(22.0 KM) NORTH ALONG THE ROAD TO LANCE CREEK, IN THE NW 1/4 OF S.12,
 NQ0758'T.34 N., R.66 W., ABOUT 0.15 MILE (0.24 KM) SOUTH OF A DIM ROAD FORK
 NQ0758'NORTHEAST, 12 FEET (3.7 M) EAST OF THE ROAD AT A FENCE CROSSING, 1
 NQ0758'FOOT (0.3 M) NORTH OF A FENCE, ENCASED IN A 6-INCH WHITE PLASTIC
 NQ0758'PIPE, PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0757 ***********************************************************************
 NQ0757  DESIGNATION -  4917
 NQ0757  PID         -  NQ0757
 NQ0757  STATE/COUNTY-  WY/NIOBRARA
 NQ0757  USGS QUAD   -  FLAT TOP (1981)
 NQ0757
 NQ0757                         *CURRENT SURVEY CONTROL
 NQ0757  ___________________________________________________________________
 NQ0757* NAD 83(1986)-  42 55 59.     (N)    104 43 59.     (W)     SCALED    
 NQ0757* NAVD 88     -      1499.625  (meters)    4920.02   (feet)  ADJUSTED  
 NQ0757  ___________________________________________________________________
 NQ0757  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 NQ0757  DYNAMIC HT  -        1498.772 (meters)    4917.22  (feet)  COMP
 NQ0757  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 NQ0757
 NQ0757  VERT ORDER  -  THIRD
 NQ0757
 NQ0757.The horizontal coordinates were scaled from a topographic map and have
 NQ0757.an estimated accuracy of +/- 6 seconds.
 NQ0757
 NQ0757.The orthometric height was determined by differential leveling
 NQ0757.and adjusted by the National Geodetic Survey in December 1993..
 NQ0757
 NQ0757.The geoid height was determined by GEOID03.
 NQ0757
 NQ0757.The dynamic height is computed by dividing the NAVD 88
 NQ0757.geopotential number by the normal gravity value computed on the
 NQ0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0757.degrees latitude (g = 980.6199 gals.).
 NQ0757
 NQ0757.The modeled gravity was interpolated from observed gravity values.
 NQ0757
 NQ0757;                    North         East    Units  Estimated Accuracy
 NQ0757;SPC WY E     -   270,310.      235,390.      MT  (+/- 180 meters Scaled)
 NQ0757
 NQ0757                          SUPERSEDED SURVEY CONTROL
 NQ0757
 NQ0757.No superseded survey control is available for this station.
 NQ0757
 NQ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH217534(NAD 83)
 NQ0757_MARKER: I = METAL ROD
 NQ0757_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0757+WITH SETTING: INFORMATION.
 NQ0757_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0757_MARK LOGO: NONE  
 NQ0757_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0757
 NQ0757  HISTORY     - Date     Condition        Report By
 NQ0757  HISTORY     - 1970     MONUMENTED       USGS
 NQ0757
 NQ0757                          STATION DESCRIPTION
 NQ0757
 NQ0757'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0757'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 13.0 MILES
 NQ0757'(20.9 KM) NORTH ALONG THE ROAD TO LANCE CREEK, ABOUT 500 FEET
 NQ0757'(152.4 M) NORTH OF AN OLD HOUSE, AT AN OLD FENCE CORNER, A
 NQ0757'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0759 ***********************************************************************
 NQ0759  DESIGNATION -  4918
 NQ0759  PID         -  NQ0759
 NQ0759  STATE/COUNTY-  WY/NIOBRARA
 NQ0759  USGS QUAD   -  FLAT TOP (1981)
 NQ0759
 NQ0759                         *CURRENT SURVEY CONTROL
 NQ0759  ___________________________________________________________________
 NQ0759* NAD 83(1986)-  42 57 08.     (N)    104 44 13.     (W)     SCALED    
 NQ0759* NAVD 88     -      1499.670  (meters)    4920.17   (feet)  ADJUSTED  
 NQ0759  ___________________________________________________________________
 NQ0759  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 NQ0759  DYNAMIC HT  -        1498.823 (meters)    4917.39  (feet)  COMP
 NQ0759  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 NQ0759
 NQ0759  VERT ORDER  -  THIRD
 NQ0759
 NQ0759.The horizontal coordinates were scaled from a topographic map and have
 NQ0759.an estimated accuracy of +/- 6 seconds.
 NQ0759
 NQ0759.The orthometric height was determined by differential leveling
 NQ0759.and adjusted by the National Geodetic Survey in December 1993..
 NQ0759
 NQ0759.The geoid height was determined by GEOID03.
 NQ0759
 NQ0759.The dynamic height is computed by dividing the NAVD 88
 NQ0759.geopotential number by the normal gravity value computed on the
 NQ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0759.degrees latitude (g = 980.6199 gals.).
 NQ0759
 NQ0759.The modeled gravity was interpolated from observed gravity values.
 NQ0759
 NQ0759;                    North         East    Units  Estimated Accuracy
 NQ0759;SPC WY E     -   272,440.      235,070.      MT  (+/- 180 meters Scaled)
 NQ0759
 NQ0759                          SUPERSEDED SURVEY CONTROL
 NQ0759
 NQ0759.No superseded survey control is available for this station.
 NQ0759
 NQ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH214555(NAD 83)
 NQ0759_MARKER: Q = CHISELED SQUARE
 NQ0759_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0759_SP_SET: ROCK OUTCROP
 NQ0759_MARK LOGO: NONE  
 NQ0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0759+STABILITY: POSITION/ELEVATION WELL
 NQ0759
 NQ0759  HISTORY     - Date     Condition        Report By
 NQ0759  HISTORY     - 1970     MONUMENTED       USGS
 NQ0759
 NQ0759                          STATION DESCRIPTION
 NQ0759
 NQ0759'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0759'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 14.4 MILES
 NQ0759'(23.2 KM) NORTH ALONG THE ROAD TO LANCE CREEK, ABOUT 800 FEET
 NQ0759'(243.8 M) SOUTHEAST OF A WINDMILL, 21 FEET (6.4 M) NORTH AND 15 FEET
 NQ0759'(4.6 M) EAST OF A ROAD FORK SOUTHWEST, 4.5 FEET (1.4 M) HIGHER THAN
 NQ0759'THE ROAD, A CHISELED SQUARE IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0770 ***********************************************************************
 NQ0770  DESIGNATION -  4941
 NQ0770  PID         -  NQ0770
 NQ0770  STATE/COUNTY-  WY/NIOBRARA
 NQ0770  USGS QUAD   -  COOLEY DRAW (1970)
 NQ0770
 NQ0770                         *CURRENT SURVEY CONTROL
 NQ0770  ___________________________________________________________________
 NQ0770* NAD 83(1986)-  42 58 42.     (N)    104 52 21.     (W)     SCALED    
 NQ0770* NAVD 88     -      1506.639  (meters)    4943.03   (feet)  ADJUSTED  
 NQ0770  ___________________________________________________________________
 NQ0770  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 NQ0770  DYNAMIC HT  -        1505.791 (meters)    4940.25  (feet)  COMP
 NQ0770  MODELED GRAV-     980,004.6   (mgal)                       NAVD 88
 NQ0770
 NQ0770  VERT ORDER  -  THIRD
 NQ0770
 NQ0770.The horizontal coordinates were scaled from a topographic map and have
 NQ0770.an estimated accuracy of +/- 6 seconds.
 NQ0770
 NQ0770.The orthometric height was determined by differential leveling
 NQ0770.and adjusted by the National Geodetic Survey in December 1993..
 NQ0770
 NQ0770.The geoid height was determined by GEOID03.
 NQ0770
 NQ0770.The dynamic height is computed by dividing the NAVD 88
 NQ0770.geopotential number by the normal gravity value computed on the
 NQ0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0770.degrees latitude (g = 980.6199 gals.).
 NQ0770
 NQ0770.The modeled gravity was interpolated from observed gravity values.
 NQ0770
 NQ0770;                    North         East    Units  Estimated Accuracy
 NQ0770;SPC WY E     -   275,290.      223,990.      MT  (+/- 180 meters Scaled)
 NQ0770
 NQ0770                          SUPERSEDED SURVEY CONTROL
 NQ0770
 NQ0770.No superseded survey control is available for this station.
 NQ0770
 NQ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH103584(NAD 83)
 NQ0770_MARKER: S = SPIKE
 NQ0770_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 NQ0770_SP_SET: SPIKE IN FENCE POST
 NQ0770_MARK LOGO: NONE  
 NQ0770_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0770
 NQ0770  HISTORY     - Date     Condition        Report By
 NQ0770  HISTORY     - 1970     MONUMENTED       USGS
 NQ0770
 NQ0770                          STATION DESCRIPTION
 NQ0770
 NQ0770'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0770'FROM THE BOB MANNING RANCH HEADQUARTERS, PROCEED 0.15 MILE (0.24 KM)
 NQ0770'NORTHEAST ALONG THE ROAD TO LANCE CREEK, THENCE 2.0 MILES (3.2 KM)
 NQ0770'SOUTHEAST ALONG A PRIVATE ROAD TO AN EAST-WEST ROAD CROSSING, THENCE
 NQ0770'0.5 MILE (0.8 KM) NORTHEAST ALONG A DIM ROAD, IN THE SW 1/4 OF S.26,
 NQ0770'T.35 N., R.67 W., 18 FEET (5.5 M) EAST OF THE ROAD AT A FENCE
 NQ0770'CROSSING, 1 FOOT (0.3 M) ABOVE THE SURFACE OF THE GROUND, A RAILROAD
 NQ0770'SPIKE IN A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0105 ***********************************************************************
 PW0105  DESIGNATION -  4943
 PW0105  PID         -  PW0105
 PW0105  STATE/COUNTY-  WY/JOHNSON
 PW0105  USGS QUAD   -  PURDY RESERVOIR (1970)
 PW0105
 PW0105                         *CURRENT SURVEY CONTROL
 PW0105  ___________________________________________________________________
 PW0105* NAD 83(1986)-  44 06 31.     (N)    106 43 21.     (W)     SCALED    
 PW0105* NAVD 88     -      1510.458  (meters)    4955.56   (feet)  ADJUSTED  
 PW0105  ___________________________________________________________________
 PW0105  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 PW0105  DYNAMIC HT  -        1509.720 (meters)    4953.14  (feet)  COMP
 PW0105  MODELED GRAV-     980,076.5   (mgal)                       NAVD 88
 PW0105
 PW0105  VERT ORDER  -  SECOND    CLASS 0
 PW0105
 PW0105.The horizontal coordinates were scaled from a topographic map and have
 PW0105.an estimated accuracy of +/- 6 seconds.
 PW0105
 PW0105.The orthometric height was determined by differential leveling
 PW0105.and adjusted by the National Geodetic Survey in June 1991..
 PW0105
 PW0105.The geoid height was determined by GEOID03.
 PW0105
 PW0105.The dynamic height is computed by dividing the NAVD 88
 PW0105.geopotential number by the normal gravity value computed on the
 PW0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0105.degrees latitude (g = 980.6199 gals.).
 PW0105
 PW0105.The modeled gravity was interpolated from observed gravity values.
 PW0105
 PW0105;                    North         East    Units  Estimated Accuracy
 PW0105;SPC WYEC     -   501,000.      448,900.      MT  (+/- 180 meters Scaled)
 PW0105
 PW0105                          SUPERSEDED SURVEY CONTROL
 PW0105
 PW0105  NGVD 29 (??/??/92) 1509.637  (m)         4952.87   (f) ADJ UNCH    2 0
 PW0105
 PW0105.Superseded values are not recommended for survey control.
 PW0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0105.See file dsdata.txt to determine how the superseded data were derived.
 PW0105
 PW0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ621853(NAD 83)
 PW0105_MARKER: P = PIPE CAP
 PW0105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0105_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0105_STAMPING: 4943 SHER
 PW0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0105
 PW0105  HISTORY     - Date     Condition        Report By
 PW0105  HISTORY     - UNK      MONUMENTED       USGS
 PW0105  HISTORY     - 1934     GOOD             NGS
 PW0105
 PW0105                          STATION DESCRIPTION
 PW0105
 PW0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0105'16.7 MI S FROM BUFFALO.
 PW0105'16.7 MILES SOUTH ALONG U. S. HIGHWAY 87 FROM BUFFALO, JOHNSON COUNTY,
 PW0105'1.2 MILES SOUTH OF BILLY CREEK, 0.3 MILE WEST OF THE HIGHWAY, 400 FEET
 PW0105'NORTH OF A CABIN, 300 FEET NORTHEAST OF A FORK IN THE OLD ROADS, 211
 PW0105'FEET NORTH OF THE OLD EAST-AND-WEST ROAD, 196.4 FEET NORTH OF A FENCE,
 PW0105'AND 22,8 FEET EAST OF THE CENTERLINE OF THE OLD ROAD LEADING
 PW0105'NORTHEAST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 PW0105'4943 SHER AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0751 ***********************************************************************
 NQ0751  DESIGNATION -  4981
 NQ0751  PID         -  NQ0751
 NQ0751  STATE/COUNTY-  WY/NIOBRARA
 NQ0751  USGS QUAD   -  KEELINE (1970)
 NQ0751
 NQ0751                         *CURRENT SURVEY CONTROL
 NQ0751  ___________________________________________________________________
 NQ0751* NAD 83(1986)-  42 50 48.     (N)    104 45 29.     (W)     SCALED    
 NQ0751* NAVD 88     -      1519.178  (meters)    4984.17   (feet)  ADJUSTED  
 NQ0751  ___________________________________________________________________
 NQ0751  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NQ0751  DYNAMIC HT  -        1518.285 (meters)    4981.24  (feet)  COMP
 NQ0751  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 NQ0751
 NQ0751  VERT ORDER  -  THIRD
 NQ0751
 NQ0751.The horizontal coordinates were scaled from a topographic map and have
 NQ0751.an estimated accuracy of +/- 6 seconds.
 NQ0751
 NQ0751.The orthometric height was determined by differential leveling
 NQ0751.and adjusted by the National Geodetic Survey in December 1993..
 NQ0751
 NQ0751.The geoid height was determined by GEOID03.
 NQ0751
 NQ0751.The dynamic height is computed by dividing the NAVD 88
 NQ0751.geopotential number by the normal gravity value computed on the
 NQ0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0751.degrees latitude (g = 980.6199 gals.).
 NQ0751
 NQ0751.The modeled gravity was interpolated from observed gravity values.
 NQ0751
 NQ0751;                    North         East    Units  Estimated Accuracy
 NQ0751;SPC WY E     -   260,700.      233,400.      MT  (+/- 180 meters Scaled)
 NQ0751
 NQ0751                          SUPERSEDED SURVEY CONTROL
 NQ0751
 NQ0751.No superseded survey control is available for this station.
 NQ0751
 NQ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH197438(NAD 83)
 NQ0751_MARKER: I = METAL ROD
 NQ0751_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0751+WITH SETTING: INFORMATION.
 NQ0751_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0751_MARK LOGO: NONE  
 NQ0751_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0751
 NQ0751  HISTORY     - Date     Condition        Report By
 NQ0751  HISTORY     - 1970     MONUMENTED       USGS
 NQ0751
 NQ0751                          STATION DESCRIPTION
 NQ0751
 NQ0751'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0751'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 6.3 MILES
 NQ0751'(10.1 KM) NORTH ALONG THE COUNTY ROAD TO LANCE CREEK, 102 FEET
 NQ0751'(31.1 M) SOUTH ALONG THE ROAD FROM A ROAD FORK NORTHWEST, 40 FEET
 NQ0751'(12.2 M) EAST OF THE ROAD, 12 FEET (3.7 M) NORTH OF A WIRE GATE, 1
 NQ0751'FOOT (0.3 M) WEST OF A FENCE, A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0166 ***********************************************************************
 PX0166  DESIGNATION -  4982
 PX0166  PID         -  PX0166
 PX0166  STATE/COUNTY-  WY/PARK
 PX0166  USGS QUAD   -  CODY (1987)
 PX0166
 PX0166                         *CURRENT SURVEY CONTROL
 PX0166  ___________________________________________________________________
 PX0166* NAD 83(1986)-  44 32 26.     (N)    109 03 52.     (W)     SCALED    
 PX0166* NAVD 88     -      1522.132  (meters)    4993.86   (feet)  ADJUSTED  
 PX0166  ___________________________________________________________________
 PX0166  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 PX0166  DYNAMIC HT  -        1521.368 (meters)    4991.35  (feet)  COMP
 PX0166  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 PX0166
 PX0166  VERT ORDER  -  SECOND    CLASS 0
 PX0166
 PX0166.The horizontal coordinates were scaled from a topographic map and have
 PX0166.an estimated accuracy of +/- 6 seconds.
 PX0166
 PX0166.The orthometric height was determined by differential leveling
 PX0166.and adjusted by the National Geodetic Survey in June 1991..
 PX0166
 PX0166.The geoid height was determined by GEOID03.
 PX0166
 PX0166.The dynamic height is computed by dividing the NAVD 88
 PX0166.geopotential number by the normal gravity value computed on the
 PX0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0166.degrees latitude (g = 980.6199 gals.).
 PX0166
 PX0166.The modeled gravity was interpolated from observed gravity values.
 PX0166
 PX0166;                    North         East    Units  Estimated Accuracy
 PX0166;SPC WYWC     -   448,860.      575,010.      MT  (+/- 180 meters Scaled)
 PX0166
 PX0166                          SUPERSEDED SURVEY CONTROL
 PX0166
 PX0166  NGVD 29 (??/??/92) 1521.059  (m)         4990.34   (f) ADJ UNCH    2 0
 PX0166
 PX0166.Superseded values are not recommended for survey control.
 PX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0166.See file dsdata.txt to determine how the superseded data were derived.
 PX0166
 PX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ537337(NAD 83)
 PX0166_MARKER: P = PIPE CAP
 PX0166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PX0166_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PX0166_STAMPING: 4982
 PX0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0166
 PX0166  HISTORY     - Date     Condition        Report By
 PX0166  HISTORY     - UNK      MONUMENTED       USGS
 PX0166  HISTORY     - 1964     GOOD             NGS
 PX0166
 PX0166                          STATION DESCRIPTION
 PX0166
 PX0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PX0166'IN CODY.
 PX0166'AT CODY, PARK COUNTY, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PX0166'STATION, AND IN THE SOUTHEAST CORNER OF THE STATION LAWN.  A UNITED
 PX0166'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4982 AND RIVETED ON THE
 PX0166'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0154 ***********************************************************************
 PX0154  DESIGNATION -  4990.83
 PX0154  PID         -  PX0154
 PX0154  STATE/COUNTY-  WY/PARK
 PX0154  USGS QUAD   -  CODY (1987)
 PX0154
 PX0154                         *CURRENT SURVEY CONTROL
 PX0154  ___________________________________________________________________
 PX0154* NAD 83(1986)-  44 31 32.     (N)    109 03 46.     (W)     SCALED    
 PX0154* NAVD 88     -      1524.940  (meters)    5003.07   (feet)  ADJUSTED  
 PX0154  ___________________________________________________________________
 PX0154  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 PX0154  DYNAMIC HT  -        1524.175 (meters)    5000.56  (feet)  COMP
 PX0154  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 PX0154
 PX0154  VERT ORDER  -  SECOND    CLASS 0
 PX0154
 PX0154.The horizontal coordinates were scaled from a topographic map and have
 PX0154.an estimated accuracy of +/- 6 seconds.
 PX0154
 PX0154.The orthometric height was determined by differential leveling
 PX0154.and adjusted by the National Geodetic Survey in June 1991..
 PX0154
 PX0154.The geoid height was determined by GEOID03.
 PX0154
 PX0154.The dynamic height is computed by dividing the NAVD 88
 PX0154.geopotential number by the normal gravity value computed on the
 PX0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0154.degrees latitude (g = 980.6199 gals.).
 PX0154
 PX0154.The modeled gravity was interpolated from observed gravity values.
 PX0154
 PX0154;                    North         East    Units  Estimated Accuracy
 PX0154;SPC WYWC     -   447,190.      575,140.      MT  (+/- 180 meters Scaled)
 PX0154
 PX0154                          SUPERSEDED SURVEY CONTROL
 PX0154
 PX0154  NGVD 29 (??/??/92) 1523.866  (m)         4999.55   (f) ADJ UNCH    2 0
 PX0154
 PX0154.Superseded values are not recommended for survey control.
 PX0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0154.See file dsdata.txt to determine how the superseded data were derived.
 PX0154
 PX0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ539320(NAD 83)
 PX0154_MARKER: Q = CHISELED SQUARE
 PX0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0154_SP_SET: BUILDING WALL
 PX0154_STAMPING: BM 4990.83
 PX0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0154
 PX0154  HISTORY     - Date     Condition        Report By
 PX0154  HISTORY     - UNK      MONUMENTED       LOCENG
 PX0154  HISTORY     - 1964     GOOD             NGS
 PX0154
 PX0154                          STATION DESCRIPTION
 PX0154
 PX0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PX0154'IN CODY.
 PX0154'AT CODY, PARK COUNTY, AT THE PIONEER BUILDING, ON THE WEST WALL, AND
 PX0154'18 FEET NORTH OF THE CORNER.  A CHISELED SQUARE NEAR THE CHISELED BM
 PX0154'4990.83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0108 ***********************************************************************
 PY0108  DESIGNATION -  5
 PY0108  PID         -  PY0108
 PY0108  STATE/COUNTY-  WY/PARK
 PY0108  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0108
 PY0108                         *CURRENT SURVEY CONTROL
 PY0108  ___________________________________________________________________
 PY0108* NAD 83(1986)-  44 43 34.     (N)    110 42 10.     (W)     SCALED    
 PY0108* NAVD 88     -      2314.960  (meters)    7595.00   (feet)  ADJUSTED  
 PY0108  ___________________________________________________________________
 PY0108  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0108  DYNAMIC HT  -        2313.541 (meters)    7590.34  (feet)  COMP
 PY0108  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 PY0108
 PY0108  VERT ORDER  -  FIRST     CLASS II
 PY0108
 PY0108.The horizontal coordinates were scaled from a topographic map and have
 PY0108.an estimated accuracy of +/- 6 seconds.
 PY0108
 PY0108.The orthometric height was determined by differential leveling
 PY0108.and adjusted by the National Geodetic Survey in June 1991..
 PY0108
 PY0108.The geoid height was determined by GEOID03.
 PY0108
 PY0108.The dynamic height is computed by dividing the NAVD 88
 PY0108.geopotential number by the normal gravity value computed on the
 PY0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0108.degrees latitude (g = 980.6199 gals.).
 PY0108
 PY0108.The modeled gravity was interpolated from observed gravity values.
 PY0108
 PY0108;                    North         East    Units  Estimated Accuracy
 PY0108;SPC WYWC     -   471,290.      445,310.      MT  (+/- 180 meters Scaled)
 PY0108
 PY0108                          SUPERSEDED SURVEY CONTROL
 PY0108
 PY0108  NGVD 29 (??/??/92) 2313.514  (m)         7590.25   (f) ADJ UNCH    1 2
 PY0108
 PY0108.Superseded values are not recommended for survey control.
 PY0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0108.See file dsdata.txt to determine how the superseded data were derived.
 PY0108
 PY0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ235525(NAD 83)
 PY0108_MARKER: DD = SURVEY DISK
 PY0108_SETTING: 80 = SET IN A BOULDER
 PY0108_SP_SET: BOULDER
 PY0108_STAMPING: STA 5 ELEV 7590.9
 PY0108_MARK LOGO: DI    
 PY0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0108+STABILITY: SURFACE MOTION
 PY0108
 PY0108  HISTORY     - Date     Condition        Report By
 PY0108  HISTORY     - UNK      MONUMENTED       DI
 PY0108  HISTORY     - 1960     GOOD             NGS
 PY0108  HISTORY     - 1975     GOOD             USGS
 PY0108  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0108
 PY0108                          STATION DESCRIPTION
 PY0108
 PY0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0108'IN NORRIS.
 PY0108'AT NORRIS, 430 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MUSEUM
 PY0108'BUILDING, ON THE NORTH RIM OF ALLENS PAINTPOT, SET IN THE TOP OF A
 PY0108'SMALL FLAT ROCK OUTCROP FLUSH WITH THE GROUND, AND 2 FEET NORTH OF A
 PY0108'GRANITE BOULDER PROJECTING 2 FEET ABOVE THE GROUND.
 PY0108
 PY0108                          STATION RECOVERY (1975)
 PY0108
 PY0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 PY0108'RECOVERED IN GOOD CONDITION.
 PY0108
 PY0108                          STATION RECOVERY (1983)
 PY0108
 PY0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0260 ***********************************************************************
 MQ0260  DESIGNATION -  5 BE
 MQ0260  PID         -  MQ0260
 MQ0260  STATE/COUNTY-  WY/SWEETWATER
 MQ0260  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0260
 MQ0260                         *CURRENT SURVEY CONTROL
 MQ0260  ___________________________________________________________________
 MQ0260* NAD 83(1986)-  41 32 37.     (N)    109 45 05.     (W)     SCALED    
 MQ0260* NAVD 88     -      1913.210  (meters)    6276.92   (feet)  ADJUSTED  
 MQ0260  ___________________________________________________________________
 MQ0260  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 MQ0260  DYNAMIC HT  -        1911.559 (meters)    6271.51  (feet)  COMP
 MQ0260  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 MQ0260
 MQ0260  VERT ORDER  -  FIRST     CLASS II
 MQ0260
 MQ0260.The horizontal coordinates were scaled from a topographic map and have
 MQ0260.an estimated accuracy of +/- 6 seconds.
 MQ0260
 MQ0260.The orthometric height was determined by differential leveling
 MQ0260.and adjusted by the National Geodetic Survey in June 1991..
 MQ0260
 MQ0260.The geoid height was determined by GEOID03.
 MQ0260
 MQ0260.The dynamic height is computed by dividing the NAVD 88
 MQ0260.geopotential number by the normal gravity value computed on the
 MQ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0260.degrees latitude (g = 980.6199 gals.).
 MQ0260
 MQ0260.The modeled gravity was interpolated from observed gravity values.
 MQ0260
 MQ0260;                    North         East    Units  Estimated Accuracy
 MQ0260;SPC WYWC     -   116,380.      516,450.      MT  (+/- 180 meters Scaled)
 MQ0260
 MQ0260                          SUPERSEDED SURVEY CONTROL
 MQ0260
 MQ0260  NGVD 29 (06/08/92) 1911.900  (m)         6272.63   (f) ADJUSTED    1 2
 MQ0260
 MQ0260.Superseded values are not recommended for survey control.
 MQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0260.See file dsdata.txt to determine how the superseded data were derived.
 MQ0260
 MQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL041998(NAD 83)
 MQ0260_MARKER: DD = SURVEY DISK
 MQ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0260_STAMPING: 5 B E 1958
 MQ0260_MARK LOGO: USGS  
 MQ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0260+STABILITY: SURFACE MOTION
 MQ0260
 MQ0260  HISTORY     - Date     Condition        Report By
 MQ0260  HISTORY     - 1958     MONUMENTED       USGS
 MQ0260  HISTORY     - 1958     GOOD             NGS
 MQ0260  HISTORY     - 1983     GOOD             NGS
 MQ0260
 MQ0260                          STATION DESCRIPTION
 MQ0260
 MQ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0260'13.45 MI E FROM GRANGER.
 MQ0260'ABOUT 2.75 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0260'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 2.2 MILES SOUTHEAST
 MQ0260'ALONG U. S. HIGHWAY 30 N, THENCE ABOUT 8.5 MILES EAST ALONG U. S.
 MQ0260'HIGHWAY 30, OR ABOUT 15.85 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE
 MQ0260'POST OFFICE AT GREEN RIVER, 151 FEET NORTH-NORTHWEST OF THE CENTER
 MQ0260'LINE OF THE HIGHWAY, 136 FEET NORTHWEST OF THE NORTHWEST CONCRETE HEAD
 MQ0260'WALL OF A CULVERT, 36 FEET SOUTHWEST OF THE CENTER LINE OF A SMALL
 MQ0260'WASH, 2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, AND IN THE TOP OF A
 MQ0260'CONCRETE POST PROJECTING 4 INCHES.
 MQ0260
 MQ0260                          STATION RECOVERY (1983)
 MQ0260
 MQ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0260'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0260'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.  ADD 0.2 KM
 MQ0260'(0.1 MI) EAST OF A GRAVELED ROAD LEADING NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0594 ***********************************************************************
 PV0594  DESIGNATION -  5 GRS
 PV0594  PID         -  PV0594
 PV0594  STATE/COUNTY-  WY/CAMPBELL
 PV0594  USGS QUAD   -  LAREY DRAW (1971)
 PV0594
 PV0594                         *CURRENT SURVEY CONTROL
 PV0594  ___________________________________________________________________
 PV0594* NAD 83(1986)-  44 43 03.     (N)    105 56 21.     (W)     SCALED    
 PV0594* NAVD 88     -      1232.236  (meters)    4042.76   (feet)  POSTED    
 PV0594  ___________________________________________________________________
 PV0594  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 PV0594  DYNAMIC HT  -        1231.800 (meters)    4041.33  (feet)  COMP
 PV0594  MODELED GRAV-     980,218.7   (mgal)                       NAVD 88
 PV0594
 PV0594  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0594
 PV0594.The horizontal coordinates were scaled from a topographic map and have
 PV0594.an estimated accuracy of +/- 6 seconds.
 PV0594
 PV0594.The orthometric height was determined by differential leveling
 PV0594.and adjusted by the National Geodetic Survey in 1992..
 PV0594.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0594.rate of 0.0 thru 1.0 mm/km.
 PV0594
 PV0594.The geoid height was determined by GEOID03.
 PV0594
 PV0594.The dynamic height is computed by dividing the NAVD 88
 PV0594.geopotential number by the normal gravity value computed on the
 PV0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0594.degrees latitude (g = 980.6199 gals.).
 PV0594
 PV0594.The modeled gravity was interpolated from observed gravity values.
 PV0594
 PV0594;                    North         East    Units  Estimated Accuracy
 PV0594;SPC WY E     -   468,760.      138,800.      MT  (+/- 180 meters Scaled)
 PV0594
 PV0594                          SUPERSEDED SURVEY CONTROL
 PV0594
 PV0594.No superseded survey control is available for this station.
 PV0594
 PV0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK256519(NAD 83)
 PV0594_MARKER: DB = BENCH MARK DISK
 PV0594_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0594_SP_SET: COPPER-CLAD STEEL ROD
 PV0594_STAMPING: 5 GRS 1971
 PV0594_MARK LOGO: USGS  
 PV0594_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0594+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0594
 PV0594  HISTORY     - Date     Condition        Report By
 PV0594  HISTORY     - 1971     MONUMENTED       USGS
 PV0594
 PV0594                          STATION DESCRIPTION
 PV0594
 PV0594'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0594'FROM THE ARVADA, WYOMING POST OFFICE, PROCEED 3.2 MILES NORTH ALONG
 PV0594'STATE HIGHWAY 341 TO THE JUNCTION WITH U.S. HIGHWAY 14 AND 16,
 PV0594'THENCE 10.1 MILES EAST ALONG U.S. HIGHWAY 14 AND 16, 39 FEET NORTH
 PV0594'AND 24 FEET WEST OF AND 1 FOOT LOWER THAN JUNCTION WITH GRAVEL ROAD
 PV0594'NORTH, 1 FOOT NORTH AND 2 FEET WEST OF THE FENCE CORNER, 2 FEET SOUTH
 PV0594'OF A WITNESS POST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 PV0594'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1065 ***********************************************************************
 PY1065  DESIGNATION -  5 GWM
 PY1065  PID         -  PY1065
 PY1065  STATE/COUNTY-  WY/PARK
 PY1065  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1065
 PY1065                         *CURRENT SURVEY CONTROL
 PY1065  ___________________________________________________________________
 PY1065* NAD 83(1986)-  44 54 14.     (N)    110 06 59.     (W)     SCALED    
 PY1065* NAVD 88     -      2074.227  (meters)    6805.19   (feet)  ADJUSTED  
 PY1065  ___________________________________________________________________
 PY1065  GEOID HEIGHT-          -7.76  (meters)                     GEOID03
 PY1065  DYNAMIC HT  -        2073.098 (meters)    6801.49  (feet)  COMP
 PY1065  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 PY1065
 PY1065  VERT ORDER  -  FIRST     CLASS II
 PY1065
 PY1065.The horizontal coordinates were scaled from a topographic map and have
 PY1065.an estimated accuracy of +/- 6 seconds.
 PY1065
 PY1065.The orthometric height was determined by differential leveling
 PY1065.and adjusted by the National Geodetic Survey in June 1991..
 PY1065
 PY1065.The geoid height was determined by GEOID03.
 PY1065
 PY1065.The dynamic height is computed by dividing the NAVD 88
 PY1065.geopotential number by the normal gravity value computed on the
 PY1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1065.degrees latitude (g = 980.6199 gals.).
 PY1065
 PY1065.The modeled gravity was interpolated from observed gravity values.
 PY1065
 PY1065;                    North         East    Units  Estimated Accuracy
 PY1065;SPC WYWC     -   490,090.      492,090.      MT  (+/- 180 meters Scaled)
 PY1065
 PY1065                          SUPERSEDED SURVEY CONTROL
 PY1065
 PY1065  NGVD 29 (08/20/92) 2072.988  (m)         6801.13   (f) ADJUSTED    1 2
 PY1065
 PY1065.Superseded values are not recommended for survey control.
 PY1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1065.See file dsdata.txt to determine how the superseded data were derived.
 PY1065
 PY1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ697726(NAD 83)
 PY1065_MARKER: DB = BENCH MARK DISK
 PY1065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1065_SP_SET: HEADWALL
 PY1065_STAMPING: 5 GWM 1941 8800
 PY1065_MARK LOGO: USGS  
 PY1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1065+STABILITY: SURFACE MOTION
 PY1065
 PY1065  HISTORY     - Date     Condition        Report By
 PY1065  HISTORY     - 1941     MONUMENTED       USGS
 PY1065  HISTORY     - 1987     GOOD             NGS
 PY1065
 PY1065                          STATION DESCRIPTION
 PY1065
 PY1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1065'17.4 KM (10.80 MI) SW FROM SILVER GATE.
 PY1065'17.4 KM (10.80 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1065'FROM THE PARK ENTRANCE IN SILVER GATE, IN TOP OF AND 0.6 M (2.0 FT)
 PY1065'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST STONE HEADWALL OF A
 PY1065'STONE CULVERT, AND 5.1 M (16.7 FT) NORTHWEST OF THE CENTERLINE OF THE
 PY1065'HIGHWAY.
 PY1065'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0179 ***********************************************************************
 OV0179  DESIGNATION -  5 JR
 OV0179  PID         -  OV0179
 OV0179  STATE/COUNTY-  WY/FREMONT
 OV0179  USGS QUAD   -  LYSITE SE (1952)
 OV0179
 OV0179                         *CURRENT SURVEY CONTROL
 OV0179  ___________________________________________________________________
 OV0179* NAD 83(1986)-  43 19 03.     (N)    107 36 53.     (W)     SCALED    
 OV0179* NAVD 88     -      1687.707  (meters)    5537.09   (feet)  ADJUSTED  
 OV0179  ___________________________________________________________________
 OV0179  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 OV0179  DYNAMIC HT  -        1686.616 (meters)    5533.51  (feet)  COMP
 OV0179  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 OV0179
 OV0179  VERT ORDER  -  SECOND    CLASS 0
 OV0179
 OV0179.The horizontal coordinates were scaled from a topographic map and have
 OV0179.an estimated accuracy of +/- 6 seconds.
 OV0179
 OV0179.The orthometric height was determined by differential leveling
 OV0179.and adjusted by the National Geodetic Survey in June 1991..
 OV0179
 OV0179.The geoid height was determined by GEOID03.
 OV0179
 OV0179.The dynamic height is computed by dividing the NAVD 88
 OV0179.geopotential number by the normal gravity value computed on the
 OV0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0179.degrees latitude (g = 980.6199 gals.).
 OV0179
 OV0179.The modeled gravity was interpolated from observed gravity values.
 OV0179
 OV0179;                    North         East    Units  Estimated Accuracy
 OV0179;SPC WYWC     -   313,550.      692,090.      MT  (+/- 180 meters Scaled)
 OV0179
 OV0179                          SUPERSEDED SURVEY CONTROL
 OV0179
 OV0179  NGVD 29 (??/??/92) 1686.686  (m)         5533.74   (f) ADJ UNCH    2 0
 OV0179
 OV0179.Superseded values are not recommended for survey control.
 OV0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0179.See file dsdata.txt to determine how the superseded data were derived.
 OV0179
 OV0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH879993(NAD 83)
 OV0179_MARKER: DD = SURVEY DISK
 OV0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0179_STAMPING: 5 JR 1950 5534
 OV0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0179+STABILITY: SURFACE MOTION
 OV0179
 OV0179  HISTORY     - Date     Condition        Report By
 OV0179  HISTORY     - 1950     MONUMENTED       USGS
 OV0179  HISTORY     - 1966     GOOD             NGS
 OV0179
 OV0179                          STATION DESCRIPTION
 OV0179
 OV0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0179'5.95 MI NE FROM LYSITE.
 OV0179'5.95 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0179'AND QUINCY RAILROAD STATION AT LYSITE, AT THE CROSSING OF AN
 OV0179'IRRIGATION DITCH, 47 FEET EAST OF THE CENTER LINE OF THE ROAD, 147
 OV0179'FEET SOUTH OF THE SOUTH END OF A GATE, 126 FEET SOUTH OF TELEPHONE
 OV0179'POLE 505, 156 FEET SOUTH OF THE CENTER LINE OF A ROAD ON THE SOUTH
 OV0179'LEVEE OF THE DITCH, 1.7 FEET WEST OF A FENCE, 1.2 FEET NORTH OF A
 OV0179'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 OV0179'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0936 ***********************************************************************
 PY0936  DESIGNATION -  5 MDC
 PY0936  PID         -  PY0936
 PY0936  STATE/COUNTY-  WY/TETON
 PY0936  USGS QUAD   -  WEST THUMB (1986)
 PY0936
 PY0936                         *CURRENT SURVEY CONTROL
 PY0936  ___________________________________________________________________
 PY0936* NAD 83(1986)-  44 29 32.     (N)    110 31 45.     (W)     SCALED    
 PY0936* NAVD 88     -      2464.557  (meters)    8085.80   (feet)  ADJUSTED  
 PY0936  ___________________________________________________________________
 PY0936  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 PY0936  DYNAMIC HT  -        2462.876 (meters)    8080.29  (feet)  COMP
 PY0936  MODELED GRAV-     979,846.4   (mgal)                       NAVD 88
 PY0936
 PY0936  VERT ORDER  -  FIRST     CLASS II
 PY0936
 PY0936.The horizontal coordinates were scaled from a topographic map and have
 PY0936.an estimated accuracy of +/- 6 seconds.
 PY0936
 PY0936.The orthometric height was determined by differential leveling
 PY0936.and adjusted by the National Geodetic Survey in June 1991..
 PY0936
 PY0936.The geoid height was determined by GEOID03.
 PY0936
 PY0936.The dynamic height is computed by dividing the NAVD 88
 PY0936.geopotential number by the normal gravity value computed on the
 PY0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0936.degrees latitude (g = 980.6199 gals.).
 PY0936
 PY0936.The modeled gravity was interpolated from observed gravity values.
 PY0936
 PY0936;                    North         East    Units  Estimated Accuracy
 PY0936;SPC WY W     -   543,540.      764,540.      MT  (+/- 180 meters Scaled)
 PY0936
 PY0936                          SUPERSEDED SURVEY CONTROL
 PY0936
 PY0936  NGVD 29 (08/20/92) 2463.144  (m)         8081.16   (f) ADJUSTED    1 2
 PY0936
 PY0936.Superseded values are not recommended for survey control.
 PY0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0936.See file dsdata.txt to determine how the superseded data were derived.
 PY0936
 PY0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ374266(NAD 83)
 PY0936_MARKER: DB = BENCH MARK DISK
 PY0936_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0936_SP_SET: COPPER-CLAD STEEL ROD
 PY0936_STAMPING: 5 MDC 1977 8080
 PY0936_MARK LOGO: USGS  
 PY0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0936
 PY0936  HISTORY     - Date     Condition        Report By
 PY0936  HISTORY     - 1977     MONUMENTED       USGS
 PY0936  HISTORY     - 1987     GOOD             NGS
 PY0936
 PY0936                          STATION DESCRIPTION
 PY0936
 PY0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0936'12.6 KM (7.85 MI) NORTH FROM WEST THUMB.
 PY0936'9.7 KM (6.05 MI) NORTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0936'JUNCTION OF THE ENTRANCE TO WEST THUMB GEYSER BASIN IN WEST THUMB,
 PY0936'THENCE 2.7 KM (1.70 MI) NORTHEASTERLY ALONG A SERVICE ROAD (OLD
 PY0936'HIGHWAY), OR 3.2 KM (2.00 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY
 PY0936'FROM THE JUNCTION OF LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE,
 PY0936'THENCE 9.9 KM (6.15 MI) SOUTHWESTERLY ALONG A SERVICE ROAD (OLD
 PY0936'HIGHWAY), 5.1 M (16.7 FT) EAST OF THE CENTER OF THE ROAD, AND 0.7 M
 PY0936'(2.3 FT) NORTHEAST OF A CAIRN.
 PY0936'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0936'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0963 ***********************************************************************
 PY0963  DESIGNATION -  5 MDC
 PY0963  PID         -  PY0963
 PY0963  STATE/COUNTY-  WY/PARK
 PY0963  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0963
 PY0963                         *CURRENT SURVEY CONTROL
 PY0963  ___________________________________________________________________
 PY0963* NAD 83(1986)-  44 42 15.     (N)    110 35 47.     (W)     SCALED    
 PY0963* NAVD 88     -      2509.341  (meters)    8232.73   (feet)  ADJUSTED  
 PY0963  ___________________________________________________________________
 PY0963  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0963  DYNAMIC HT  -        2507.729 (meters)    8227.44  (feet)  COMP
 PY0963  MODELED GRAV-     979,883.4   (mgal)                       NAVD 88
 PY0963
 PY0963  VERT ORDER  -  FIRST     CLASS II
 PY0963
 PY0963.The horizontal coordinates were scaled from a topographic map and have
 PY0963.an estimated accuracy of +/- 6 seconds.
 PY0963
 PY0963.The orthometric height was determined by differential leveling
 PY0963.and adjusted by the National Geodetic Survey in June 1991..
 PY0963
 PY0963.The geoid height was determined by GEOID03.
 PY0963
 PY0963.The dynamic height is computed by dividing the NAVD 88
 PY0963.geopotential number by the normal gravity value computed on the
 PY0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0963.degrees latitude (g = 980.6199 gals.).
 PY0963
 PY0963.The modeled gravity was interpolated from observed gravity values.
 PY0963
 PY0963;                    North         East    Units  Estimated Accuracy
 PY0963;SPC WYWC     -   468,650.      453,680.      MT  (+/- 180 meters Scaled)
 PY0963
 PY0963                          SUPERSEDED SURVEY CONTROL
 PY0963
 PY0963  NGVD 29 (08/20/92) 2507.975  (m)         8228.25   (f) ADJUSTED    1 2
 PY0963
 PY0963.Superseded values are not recommended for survey control.
 PY0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0963.See file dsdata.txt to determine how the superseded data were derived.
 PY0963
 PY0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ319501(NAD 83)
 PY0963_MARKER: DB = BENCH MARK DISK
 PY0963_SETTING: 80 = SET IN A BOULDER
 PY0963_SP_SET: BOULDER
 PY0963_STAMPING: 5 MDC USGS 8227
 PY0963_MARK LOGO: USGS  
 PY0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0963+STABILITY: SURFACE MOTION
 PY0963
 PY0963  HISTORY     - Date     Condition        Report By
 PY0963  HISTORY     - 1976     MONUMENTED       USGS
 PY0963  HISTORY     - 1987     GOOD             NGS
 PY0963
 PY0963                          STATION DESCRIPTION
 PY0963
 PY0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0963'9.4 KM (5.85 MI) EAST FROM NORRIS JUNCTION.
 PY0963'9.4 KM (5.85 MI) EASTERLY ALONG CANYON VILLAGE HIGHWAY FROM THE
 PY0963'MUSEUM IN NORRIS JUNCTION, IN A 1 BY 4 FOOT BOULDER THAT PROJECTS
 PY0963'8-INCHES ALONG THE NORTH EDGE, ACROSS THE HIGHWAY FROM THE WEST END
 PY0963'OF A PAVED HIGHWAY PULLOUT, AND 15.1 M (49.5 FT) SOUTH OF THE
 PY0963'CENTERLINE OF THE HIGHWAY.
 PY0963'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1010 ***********************************************************************
 PY1010  DESIGNATION -  5 RDS
 PY1010  PID         -  PY1010
 PY1010  STATE/COUNTY-  WY/PARK
 PY1010  USGS QUAD   -  MAMMOTH (1986)
 PY1010
 PY1010                         *CURRENT SURVEY CONTROL
 PY1010  ___________________________________________________________________
 PY1010* NAD 83(1986)-  44 57 27.     (N)    110 40 41.     (W)     SCALED    
 PY1010* NAVD 88     -      1850.498  (meters)    6071.18   (feet)  ADJUSTED  
 PY1010  ___________________________________________________________________
 PY1010  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY1010  DYNAMIC HT  -        1849.543 (meters)    6068.04  (feet)  COMP
 PY1010  MODELED GRAV-     980,035.3   (mgal)                       NAVD 88
 PY1010
 PY1010  VERT ORDER  -  FIRST     CLASS II
 PY1010
 PY1010.The horizontal coordinates were scaled from a topographic map and have
 PY1010.an estimated accuracy of +/- 6 seconds.
 PY1010
 PY1010.The orthometric height was determined by differential leveling
 PY1010.and adjusted by the National Geodetic Survey in June 1991..
 PY1010
 PY1010.The geoid height was determined by GEOID03.
 PY1010
 PY1010.The dynamic height is computed by dividing the NAVD 88
 PY1010.geopotential number by the normal gravity value computed on the
 PY1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1010.degrees latitude (g = 980.6199 gals.).
 PY1010
 PY1010.The modeled gravity was interpolated from observed gravity values.
 PY1010
 PY1010;                    North         East    Units  Estimated Accuracy
 PY1010;SPC WYWC     -   496,950.      447,880.      MT  (+/- 180 meters Scaled)
 PY1010
 PY1010                          SUPERSEDED SURVEY CONTROL
 PY1010
 PY1010  NGVD 29 (08/20/92) 1849.284  (m)         6067.19   (f) ADJUSTED    1 2
 PY1010
 PY1010.Superseded values are not recommended for survey control.
 PY1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1010.See file dsdata.txt to determine how the superseded data were derived.
 PY1010
 PY1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ253782(NAD 83)
 PY1010_MARKER: DB = BENCH MARK DISK
 PY1010_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY1010+WITH SETTING: PAVEMENT
 PY1010_SP_SET: BRIDGE GUARDRAIL
 PY1010_STAMPING: 5 RDS 1055 6067
 PY1010_MARK LOGO: USGS  
 PY1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1010+STABILITY: SURFACE MOTION
 PY1010
 PY1010  HISTORY     - Date     Condition        Report By
 PY1010  HISTORY     - 1955     MONUMENTED       USGS
 PY1010  HISTORY     - 1987     GOOD             NGS
 PY1010
 PY1010                          STATION DESCRIPTION
 PY1010
 PY1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1010'3.0 KM (1.85 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1010'3.0 KM (1.85 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1010'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, IN TOP OF
 PY1010'THE SOUTHWEST CONCRETE GUARDRAIL OF A HIGHWAY BRIDGE SPANNING THE
 PY1010'GARDNER RIVER, 4.3 M (14.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PY1010'HIGHWAY, AND 1.0 M (3.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 PY1010'BRIDGE.
 PY1010'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0462 ***********************************************************************
 OU0462  DESIGNATION -  5 RGB
 OU0462  PID         -  OU0462
 OU0462  STATE/COUNTY-  WY/CONVERSE
 OU0462  USGS QUAD   -  FIDDLEBACK RANCH (1971)
 OU0462
 OU0462                         *CURRENT SURVEY CONTROL
 OU0462  ___________________________________________________________________
 OU0462* NAD 83(1986)-  43 29 53.     (N)    105 01 54.     (W)     SCALED    
 OU0462* NAVD 88     -      1343.343  (meters)    4407.28   (feet)  POSTED    
 OU0462  ___________________________________________________________________
 OU0462  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 OU0462  DYNAMIC HT  -        1342.650 (meters)    4405.01  (feet)  COMP
 OU0462  MODELED GRAV-     980,055.7   (mgal)                       NAVD 88
 OU0462
 OU0462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0462
 OU0462.The horizontal coordinates were scaled from a topographic map and have
 OU0462.an estimated accuracy of +/- 6 seconds.
 OU0462
 OU0462.The orthometric height was determined by differential leveling
 OU0462.and adjusted by the National Geodetic Survey in 1992..
 OU0462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0462.rate of 0.0 thru 1.0 mm/km.
 OU0462
 OU0462.The geoid height was determined by GEOID03.
 OU0462
 OU0462.The dynamic height is computed by dividing the NAVD 88
 OU0462.geopotential number by the normal gravity value computed on the
 OU0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0462.degrees latitude (g = 980.6199 gals.).
 OU0462
 OU0462.The modeled gravity was interpolated from observed gravity values.
 OU0462
 OU0462;                    North         East    Units  Estimated Accuracy
 OU0462;SPC WY E     -   332,990.      210,920.      MT  (+/- 180 meters Scaled)
 OU0462
 OU0462                          SUPERSEDED SURVEY CONTROL
 OU0462
 OU0462.No superseded survey control is available for this station.
 OU0462
 OU0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ974161(NAD 83)
 OU0462_MARKER: DB = BENCH MARK DISK
 OU0462_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0462_SP_SET: COPPER-CLAD STEEL ROD
 OU0462_STAMPING: 5 RGB 1971
 OU0462_MARK LOGO: USGS  
 OU0462_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0462+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0462
 OU0462  HISTORY     - Date     Condition        Report By
 OU0462  HISTORY     - 1971     MONUMENTED       USGS
 OU0462
 OU0462                          STATION DESCRIPTION
 OU0462
 OU0462'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0462'FROM BILL, WYOMING, PROCEED APPOXIMATELY 21 MILES NORTHEAST ALONG
 OU0462'DULL CENTER ROAD, THENCE 5.3 MILES NORTH ALONG ROCHELLE HILLS ROAD TO
 OU0462'A T-ROAD EAST, THENCE 1.6 MILES NORTHEAST TO RANCH CAMP, 285 FEET
 OU0462'NORTH OF THE ROAD AT DRAIN, 69 FEET NORTH OF A SHED, 57 FEET WEST OF
 OU0462'THE CENTERLINE OF THE ROAD, 7 FEET NORTH OF A FENCE AND WITNESS SIGN,
 OU0462'SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0875 ***********************************************************************
 MR0875  DESIGNATION -  5 SC
 MR0875  PID         -  MR0875
 MR0875  STATE/COUNTY-  WY/LINCOLN
 MR0875  USGS QUAD   -  SHUTE CREEK LAKE (1980)
 MR0875
 MR0875                         *CURRENT SURVEY CONTROL
 MR0875  ___________________________________________________________________
 MR0875* NAD 83(1986)-  41 56 53.     (N)    110 14 44.     (W)     SCALED    
 MR0875* NAVD 88     -      2046.048  (meters)    6712.74   (feet)  ADJUSTED  
 MR0875  ___________________________________________________________________
 MR0875  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 MR0875  DYNAMIC HT  -        2044.316 (meters)    6707.06  (feet)  COMP
 MR0875  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 MR0875
 MR0875  VERT ORDER  -  THIRD
 MR0875
 MR0875.The horizontal coordinates were scaled from a topographic map and have
 MR0875.an estimated accuracy of +/- 6 seconds.
 MR0875
 MR0875.The orthometric height was determined by differential leveling
 MR0875.and adjusted by the National Geodetic Survey in December 1993..
 MR0875
 MR0875.The geoid height was determined by GEOID03.
 MR0875
 MR0875.The dynamic height is computed by dividing the NAVD 88
 MR0875.geopotential number by the normal gravity value computed on the
 MR0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0875.degrees latitude (g = 980.6199 gals.).
 MR0875
 MR0875.The modeled gravity was interpolated from observed gravity values.
 MR0875
 MR0875;                    North         East    Units  Estimated Accuracy
 MR0875;SPC WY W     -   260,820.      786,550.      MT  (+/- 180 meters Scaled)
 MR0875
 MR0875                          SUPERSEDED SURVEY CONTROL
 MR0875
 MR0875.No superseded survey control is available for this station.
 MR0875
 MR0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM625442(NAD 83)
 MR0875_MARKER: DB = BENCH MARK DISK
 MR0875_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0875_SP_SET: COPPER-CLAD STEEL ROD
 MR0875_STAMPING: 5 SC 1969
 MR0875_MARK LOGO: USGS  
 MR0875_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0875+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0875
 MR0875  HISTORY     - Date     Condition        Report By
 MR0875  HISTORY     - 1969     MONUMENTED       USGS
 MR0875
 MR0875                          STATION DESCRIPTION
 MR0875
 MR0875'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0875'FROM KEMMERER, WYOMING POST OFFICE, PROCEED 21.8 MILES NORTHEASTERLY
 MR0875'ALONG U S HIGHWAY 189(1.7 MILES EASTERLY FROM JUNCTION OF OPAL
 MR0875'CUTOFF), 44 FEET SOUTHWEST AND PARALLEL TO THE CENTERLINE OF HIGHWAY
 MR0875'189 FROM A JUNCTION OF A TRACK ROAD SOUTH-SOUTHWEST, 79 FEET
 MR0875'SOUTHEAST OF HIGHWAY 189 AND PERPENDICULAR OF THE HIGHWAY AND 2 FEET
 MR0875'LOWER, ENCLOSED IN AN 8 INCH TILE AND NEAR A STEEL FENCE POST AND
 MR0875'SIGN, SET IN A COPPER-CLAD STEEL ROD DRIVE 4.0 FEET AND FLUSH WITH
 MR0875'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0494 ***********************************************************************
 OU0494  DESIGNATION -  5 SJS
 OU0494  PID         -  OU0494
 OU0494  STATE/COUNTY-  WY/CONVERSE
 OU0494  USGS QUAD   -  COLTER DRAW (1970)
 OU0494
 OU0494                         *CURRENT SURVEY CONTROL
 OU0494  ___________________________________________________________________
 OU0494* NAD 83(1986)-  43 13 57.     (N)    105 07 07.     (W)     SCALED    
 OU0494* NAVD 88     -      1423.012  (meters)    4668.67   (feet)  ADJUSTED  
 OU0494  ___________________________________________________________________
 OU0494  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 OU0494  DYNAMIC HT  -        1422.231 (meters)    4666.10  (feet)  COMP
 OU0494  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 OU0494
 OU0494  VERT ORDER  -  THIRD
 OU0494
 OU0494.The horizontal coordinates were scaled from a topographic map and have
 OU0494.an estimated accuracy of +/- 6 seconds.
 OU0494
 OU0494.The orthometric height was determined by differential leveling
 OU0494.and adjusted by the National Geodetic Survey in December 1993..
 OU0494
 OU0494.The geoid height was determined by GEOID03.
 OU0494
 OU0494.The dynamic height is computed by dividing the NAVD 88
 OU0494.geopotential number by the normal gravity value computed on the
 OU0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0494.degrees latitude (g = 980.6199 gals.).
 OU0494
 OU0494.The modeled gravity was interpolated from observed gravity values.
 OU0494
 OU0494;                    North         East    Units  Estimated Accuracy
 OU0494;SPC WY E     -   303,480.      203,900.      MT  (+/- 180 meters Scaled)
 OU0494
 OU0494                          SUPERSEDED SURVEY CONTROL
 OU0494
 OU0494.No superseded survey control is available for this station.
 OU0494
 OU0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH903866(NAD 83)
 OU0494_MARKER: DB = BENCH MARK DISK
 OU0494_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0494+WITH SETTING: INFORMATION.
 OU0494_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0494_STAMPING: 5 SJS 1970
 OU0494_MARK LOGO: USGS  
 OU0494_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0494
 OU0494  HISTORY     - Date     Condition        Report By
 OU0494  HISTORY     - 1970     MONUMENTED       USGS
 OU0494
 OU0494                          STATION DESCRIPTION
 OU0494
 OU0494'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0494'FROM BILL, WY, PROCEED 6.91 MILES (11.12 KM) EAST ALONG ROAD TO THE
 OU0494'KETELSEN RANCH, NEAR THE SOUTHEAST CORNER OF S.27, T.38 N, R.69 W.,
 OU0494'25 FEET (7.6 M) NORTH OF THE ROAD AT A FENCE CROSSING, 52 FEET
 OU0494'(15.8 M) WEST OF A SHARP BEND IN THE ROAD, 1 FOOT (0.3 M) WEST AND 1
 OU0494'FOOT (0.3 M) SOUTH OF A FENCE CORNER, ENCASED BY A 6-INCH WHITE
 OU0494'PLASTIC PIPE, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0339 ***********************************************************************
 NS0339  DESIGNATION -  5 TET
 NS0339  PID         -  NS0339
 NS0339  STATE/COUNTY-  WY/SWEETWATER
 NS0339  USGS QUAD   -  FOURMILE KNOLL (1980)
 NS0339
 NS0339                         *CURRENT SURVEY CONTROL
 NS0339  ___________________________________________________________________
 NS0339* NAD 83(1986)-  42 10 01.     (N)    109 35 36.     (W)     SCALED    
 NS0339* NAVD 88     -      2058.029  (meters)    6752.05   (feet)  ADJUSTED  
 NS0339  ___________________________________________________________________
 NS0339  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NS0339  DYNAMIC HT  -        2056.301 (meters)    6746.38  (feet)  COMP
 NS0339  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 NS0339
 NS0339  VERT ORDER  -  THIRD
 NS0339
 NS0339.The horizontal coordinates were scaled from a topographic map and have
 NS0339.an estimated accuracy of +/- 6 seconds.
 NS0339
 NS0339.The orthometric height was determined by differential leveling
 NS0339.and adjusted by the National Geodetic Survey in December 1993..
 NS0339
 NS0339.The geoid height was determined by GEOID03.
 NS0339
 NS0339.The dynamic height is computed by dividing the NAVD 88
 NS0339.geopotential number by the normal gravity value computed on the
 NS0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0339.degrees latitude (g = 980.6199 gals.).
 NS0339
 NS0339.The modeled gravity was interpolated from observed gravity values.
 NS0339
 NS0339;                    North         East    Units  Estimated Accuracy
 NS0339;SPC WYWC     -   185,460.      530,320.      MT  (+/- 180 meters Scaled)
 NS0339
 NS0339                          SUPERSEDED SURVEY CONTROL
 NS0339
 NS0339  NGVD 29 (??/??/92) 2056.74   (m)         6747.8    (f) COMPUTED    3 0
 NS0339
 NS0339.Superseded values are not recommended for survey control.
 NS0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0339.See file dsdata.txt to determine how the superseded data were derived.
 NS0339
 NS0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM161692(NAD 83)
 NS0339_MARKER: DB = BENCH MARK DISK
 NS0339_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0339_SP_SET: COPPER-CLAD STEEL ROD
 NS0339_STAMPING: 5 TET 1968
 NS0339_MARK LOGO: USGS  
 NS0339_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0339+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0339
 NS0339  HISTORY     - Date     Condition        Report By
 NS0339  HISTORY     - 1968     MONUMENTED       USGS
 NS0339
 NS0339                          STATION DESCRIPTION
 NS0339
 NS0339'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0339'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0339'7.0 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD
 NS0339'NUMBER 4242) NEAR THE SOUTHEAST 1/4 CORNER OF SECTION 5/TOWNSHIP 25
 NS0339'NORTH/RANGE 107 WEST, AT A BEND IN THE ROAD AT A SUMMIT, 36 FEET
 NS0339'NORTH OF THE ROAD AND IN LINE WITH A TANGENT OF THE NORTH EDGE OF A
 NS0339'ROAD WEST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0436 ***********************************************************************
 MO0436  DESIGNATION -  5 WEW
 MO0436  PID         -  MO0436
 MO0436  STATE/COUNTY-  WY/LARAMIE
 MO0436  USGS QUAD   -  FARTHING (1978)
 MO0436
 MO0436                         *CURRENT SURVEY CONTROL
 MO0436  ___________________________________________________________________
 MO0436* NAD 83(1986)-  41 35 10.     (N)    105 14 29.     (W)     SCALED    
 MO0436* NAVD 88     -      2014.187  (meters)    6608.21   (feet)  ADJUSTED  
 MO0436  ___________________________________________________________________
 MO0436  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 MO0436  DYNAMIC HT  -        2012.565 (meters)    6602.89  (feet)  COMP
 MO0436  MODELED GRAV-     979,744.9   (mgal)                       NAVD 88
 MO0436
 MO0436  VERT ORDER  -  SECOND    CLASS 0
 MO0436
 MO0436.The horizontal coordinates were scaled from a topographic map and have
 MO0436.an estimated accuracy of +/- 6 seconds.
 MO0436
 MO0436.The orthometric height was determined by differential leveling
 MO0436.and adjusted by the National Geodetic Survey in June 1991..
 MO0436
 MO0436.The geoid height was determined by GEOID03.
 MO0436
 MO0436.The dynamic height is computed by dividing the NAVD 88
 MO0436.geopotential number by the normal gravity value computed on the
 MO0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0436.degrees latitude (g = 980.6199 gals.).
 MO0436
 MO0436.The modeled gravity was interpolated from observed gravity values.
 MO0436
 MO0436;                    North         East    Units  Estimated Accuracy
 MO0436;SPC WY E     -   120,610.      193,770.      MT  (+/- 180 meters Scaled)
 MO0436
 MO0436                          SUPERSEDED SURVEY CONTROL
 MO0436
 MO0436  NGVD 29 (??/??/92) 2013.216  (m)         6605.03   (f) ADJ UNCH    2 0
 MO0436
 MO0436.Superseded values are not recommended for survey control.
 MO0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0436.See file dsdata.txt to determine how the superseded data were derived.
 MO0436
 MO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG798038(NAD 83)
 MO0436_MARKER: DD = SURVEY DISK
 MO0436_SETTING: 80 = SET IN A BOULDER
 MO0436_SP_SET: BOULDER
 MO0436_STAMPING: 5 WEW 1953 6605
 MO0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0436+STABILITY: SURFACE MOTION
 MO0436
 MO0436  HISTORY     - Date     Condition        Report By
 MO0436  HISTORY     - 1953     MONUMENTED       USGS
 MO0436  HISTORY     - 1966     GOOD             NGS
 MO0436
 MO0436                          STATION DESCRIPTION
 MO0436
 MO0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0436'3.4 MI NW FROM FARTHING.
 MO0436'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0436'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 1.5 MILES
 MO0436'NORTHWEST ALONG A PRIVATE ROAD, 0.35 MILE NORTHWEST OF A
 MO0436'CATTLEGUARD, ON THE OUTSIDE OF A CURVE, AT THE CROSSING OF A
 MO0436'DRY WASH, 0.3 MILE SOUTHEAST OF A RANCHHOUSE, IN THE TOP OF A
 MO0436'BOULDER PROJECTING ABOUT 1 1/2 FEET, 40 FEET NORTH OF THE
 MO0436'CENTER LINE OF THE ROAD, 33 FEET EAST OF THE CENTER OF THE
 MO0436'WASH, 6.5 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 7 FEET
 MO0436'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0979 ***********************************************************************
 MO0979  DESIGNATION -  50
 MO0979  PID         -  MO0979
 MO0979  STATE/COUNTY-  WY/ALBANY
 MO0979  USGS QUAD   -  BAMFORTH LAKE (1978)
 MO0979
 MO0979                         *CURRENT SURVEY CONTROL
 MO0979  ___________________________________________________________________
 MO0979* NAD 83(1993)-  41 29 09.20886(N)    105 38 42.53766(W)     ADJUSTED  
 MO0979* NAVD 88     -      2180.199  (meters)    7152.87   (feet)  ADJUSTED  
 MO0979  ___________________________________________________________________
 MO0979  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 MO0979  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 MO0979  DYNAMIC HT  -        2178.365 (meters)    7146.85  (feet)  COMP
 MO0979  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 MO0979
 MO0979  HORZ ORDER  -  SECOND
 MO0979  VERT ORDER  -  FIRST     CLASS II
 MO0979
 MO0979.The horizontal coordinates were established by classical geodetic methods
 MO0979.and adjusted by the National Geodetic Survey in January 1997..
 MO0979
 MO0979.The orthometric height was determined by differential leveling
 MO0979.and adjusted by the National Geodetic Survey in June 1991..
 MO0979
 MO0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0979
 MO0979.The geoid height was determined by GEOID03.
 MO0979
 MO0979.The dynamic height is computed by dividing the NAVD 88
 MO0979.geopotential number by the normal gravity value computed on the
 MO0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0979.degrees latitude (g = 980.6199 gals.).
 MO0979
 MO0979.The modeled gravity was interpolated from observed gravity values.
 MO0979
 MO0979;                    North         East     Units Scale Factor Converg.
 MO0979;SPC WY E     -   109,590.639   160,042.299   MT  0.99995714   -0 19 01.1
 MO0979;UTM  13      - 4,592,898.761   446,142.222   MT  0.99963570   -0 25 38.6
 MO0979
 MO0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0979!SPC WY E     -   0.99965996  x   0.99995714  =   0.99961711
 MO0979!UTM  13      -   0.99965996  x   0.99963570  =   0.99929578
 MO0979
 MO0979|---------------------------------------------------------------------|
 MO0979| PID    Reference Object                     Distance      Geod. Az  |
 MO0979|                                                           dddmmss.s |
 MO0979| CP9450 50 RM 1                              12.006 METERS 02242     |
 MO0979| CP9451 50 RM 2                              12.549 METERS 12341     |
 MO0979| MO0611 49                                                 3582801.4 |
 MO0979|---------------------------------------------------------------------|
 MO0979
 MO0979                          SUPERSEDED SURVEY CONTROL
 MO0979
 MO0979  NAD 83(1986)-  41 29 09.19502(N)    105 38 42.53909(W) AD(       ) 2
 MO0979  NAD 27      -  41 29 09.28400(N)    105 38 40.56700(W) AD(       ) 2
 MO0979  NGVD 29 (06/08/92) 2179.173  (m)         7149.50   (f) ADJUSTED    1 2
 MO0979
 MO0979.Superseded values are not recommended for survey control.
 MO0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0979.See file dsdata.txt to determine how the superseded data were derived.
 MO0979
 MO0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4614292899(NAD 83)
 MO0979_MARKER: DB = BENCH MARK DISK
 MO0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0979_SP_SET: CONCRETE POST
 MO0979_STAMPING: 50
 MO0979_MARK LOGO: CGS+SS
 MO0979_PROJECTION: PROJECTING 15 CENTIMETERS
 MO0979_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0979+STABILITY: SURFACE MOTION
 MO0979
 MO0979  HISTORY     - Date     Condition        Report By
 MO0979  HISTORY     - 1948     MONUMENTED       WYGS
 MO0979  HISTORY     - 1953     GOOD             USGS
 MO0979  HISTORY     - 1983     GOOD             NGS
 MO0979  HISTORY     - 19990823 GOOD             WYDT
 MO0979
 MO0979                          STATION DESCRIPTION
 MO0979
 MO0979'DESCRIBED BY WYOMING GEODETIC SURVEY 1948 (DHK)
 MO0979'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL GRASSY RIDGE
 MO0979'ABOUT 12.5 MILES AIR LINE NORTH OF LARAMIE, ABOUT 0.7 MILE AIR
 MO0979'LINE NORTH OF WYOMING RAILROAD SIDING, ABOUT 0.25 MILE NORTH OF
 MO0979'THE S 1/4 COR. SEC. 36, T. 18 N., R. 74 W., ABOUT 0.2 MILE AIR
 MO0979'LINE WEST OF THE UNION PACIFIC RAILROAD, AND ABOUT 0.1 MILE
 MO0979'NORTH OF THE NORTH END OF SNOW FENCE ALONG THE WEST SIDE OF
 MO0979'RAILROAD.  THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY
 MO0979'AND STATE SURVEY BRONZE DISK SET IN A 6 X 6 INCH CONCRETE
 MO0979'POST, 7 FEET EAST OF A WHITE WITNESS POST, PROJECTS 8 INCHES
 MO0979'AND STAMPED, 50.
 MO0979'
 MO0979'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MO0979'STATION MARK, PROJECTS 4 INCHES AND STAMPED, 50 NO 1 1948.
 MO0979'
 MO0979'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MO0979'STATION MARK, PROJECTS 4 INCHES AND STAMPED, 50 NO 2 1948.
 MO0979'
 MO0979'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 MO0979'SURVEY BRONZE DISK SET IN A 6 X 6-INCH CONCRETE POST, 5 FEET EAST
 MO0979'OF HIGHWAY RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A WHITE WITNESS
 MO0979'POST, PROJECTS 6 INCHES AND STAMPED, 49.
 MO0979'
 MO0979'TO REACH THE AZIMUTH FROM WYOMING, A UNION PACIFIC RAILROAD
 MO0979'SIDING, GO NORTH ON U.S. HIGHWAY 30 FOR 1.2 MILE TO THE AZIMUTH
 MO0979'ON THE RIGHT, EAST, AS DESCRIBED ABOVE.
 MO0979'
 MO0979'TO REACH THE STATION FROM WYOMING, WHICH IS ABOUT 12 MILES NORTH
 MO0979'OF LARAMIE ON U.S. HIGHWAY 30, GO WEST ACROSS RAILROAD TRACKS.
 MO0979'THENCE FOLLOW ALONG THE WEST SIDE OF RAILROAD SNOW FENCE FOR
 MO0979'0.7 MILE TO THE STATION SITE.  A DRIVE STATION.
 MO0979
 MO0979                          STATION RECOVERY (1953)
 MO0979
 MO0979'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (LEA)
 MO0979'STATION MARK--BRONZE USC AND GS DISK, STAMPED ---50---, SET IN 6 X 6
 MO0979'IN. CONCRETE POST, PROJECTING 8 IN.
 MO0979
 MO0979                          STATION RECOVERY (1983)
 MO0979
 MO0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0979'19.9 KM (12.35 MI) NW FROM LARAMIE.
 MO0979'19.9 KM (12.35 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0979'THE STATION IN LARAMIE, 0.6 KM (0.35 MI) SOUTHEAST OF MILEPOST 579,
 MO0979'190.5 METERS (625.0 FT) SOUTHWEST OF THE NEAR RAIL, 143.0 METERS
 MO0979'(469.2 FT) NORTHWEST OF THE NORTH END OF A SNOW FENCE, AND 2.1 METERS
 MO0979'(6.9 FT) EAST OF A WOODEN POST.
 MO0979'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 MO0979'THE MARK IS 3.1 M ABOVE THE TRACKS.
 MO0979
 MO0979                          STATION RECOVERY (1999)
 MO0979
 MO0979'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0979'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0979'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0663 ***********************************************************************
 MP0663  DESIGNATION -  50 A
 MP0663  PID         -  MP0663
 MP0663  STATE/COUNTY-  WY/CARBON
 MP0663  USGS QUAD   -  GARDEN GULCH (1982)
 MP0663
 MP0663                         *CURRENT SURVEY CONTROL
 MP0663  ___________________________________________________________________
 MP0663* NAD 83(1993)-  41 15 35.43240(N)    107 30 25.64263(W)     ADJUSTED  
 MP0663* NAVD 88     -      2329.0    (meters)    7641.     (feet)  VERTCON   
 MP0663  ___________________________________________________________________
 MP0663  LAPLACE CORR-          12.59  (seconds)                    DEFLEC99
 MP0663  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 MP0663
 MP0663  HORZ ORDER  -  THIRD
 MP0663  VERT ORDER  -  THIRD ? (See Below)
 MP0663
 MP0663.The horizontal coordinates were established by classical geodetic methods
 MP0663.and adjusted by the National Geodetic Survey in January 1997..
 MP0663
 MP0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0663.The vertical order pertains to the NGVD 29 superseded value.
 MP0663
 MP0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0663
 MP0663.The geoid height was determined by GEOID03.
 MP0663
 MP0663;                    North         East     Units Scale Factor Converg.
 MP0663;SPC WYEC     -   184,390.991   385,436.660   MT  0.99994011   -0 06 52.6
 MP0663;UTM  13      - 4,570,634.156   289,968.513   MT  1.00014293   -1 39 14.4
 MP0663
 MP0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0663!SPC WYEC     -   0.99963692  x   0.99994011  =   0.99957705
 MP0663!UTM  13      -   0.99963692  x   1.00014293  =   0.99977980
 MP0663
 MP0663:                Primary Azimuth Mark                     Grid Az
 MP0663:SPC WYEC     -  COW BUTTE                                000 44 40.9
 MP0663:UTM  13      -  COW BUTTE                                002 17 02.7
 MP0663
 MP0663|---------------------------------------------------------------------|
 MP0663| PID    Reference Object                     Distance      Geod. Az  |
 MP0663|                                                           dddmmss.s |
 MP0663| MP0662 COW BUTTE                           APPROX.11.4 KM 0003748.3 |
 MP0663|---------------------------------------------------------------------|
 MP0663
 MP0663                          SUPERSEDED SURVEY CONTROL
 MP0663
 MP0663  NAD 83(1986)-  41 15 35.42313(N)    107 30 25.63339(W) AD(       ) 3
 MP0663  NAD 27      -  41 15 35.56110(N)    107 30 23.40293(W) AD(       ) 3
 MP0663  NGVD 29 (07/19/86) 2327.8    (m)         7637.     (f) LEVELING    3  
 MP0663
 MP0663.Superseded values are not recommended for survey control.
 MP0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0663.See file dsdata.txt to determine how the superseded data were derived.
 MP0663
 MP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF8996970634(NAD 83)
 MP0663_MARKER: DD = SURVEY DISK
 MP0663_SETTING: 0 = UNSPECIFIED SETTING
 MP0663
 MP0663  HISTORY     - Date     Condition        Report By
 MP0663  HISTORY     - 1931     MONUMENTED       USGS
 MP0663
 MP0663                          STATION DESCRIPTION
 MP0663
 MP0663'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 MP0663'STATION LOCATED ABOUT 15.5 MI. N. AND 1.5 MI. W. (AIRLINE) OF DIXON,
 MP0663'WYOMING.  IN THE NW. 1/4 SEC. 22, T 15 N, R 90 W, ABOUT 1.0 MI. W.
 MP0663'OF LONE BUTTE, ON TOP OF SMALL KNOLL ON RIDGE BETWEEN THE S. FORK OF
 MP0663'COW CREEK AND CHEROKEE CREEK AND ABOUT 300 FT. NE. OF GRADED NW-SE.
 MP0663'RD.
 MP0663'
 MP0663'STATION MARK--STANDARD USGS BRONZE TABLET, IN CONCRETE POST PROJECTING
 MP0663'ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---50 A 1931 7637---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0787 ***********************************************************************
 PY0787  DESIGNATION -  50 MDC
 PY0787  PID         -  PY0787
 PY0787  STATE/COUNTY-  WY/TETON
 PY0787  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0787
 PY0787                         *CURRENT SURVEY CONTROL
 PY0787  ___________________________________________________________________
 PY0787* NAD 83(1986)-  44 25 56.     (N)    110 46 36.     (W)     SCALED    
 PY0787* NAVD 88     -      2396.210  (meters)    7861.57   (feet)  ADJUSTED  
 PY0787  ___________________________________________________________________
 PY0787  GEOID HEIGHT-          -8.84  (meters)                     GEOID03
 PY0787  DYNAMIC HT  -        2394.593 (meters)    7856.26  (feet)  COMP
 PY0787  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 PY0787
 PY0787  VERT ORDER  -  FIRST     CLASS II
 PY0787
 PY0787.The horizontal coordinates were scaled from a topographic map and have
 PY0787.an estimated accuracy of +/- 6 seconds.
 PY0787
 PY0787.The orthometric height was determined by differential leveling
 PY0787.and adjusted by the National Geodetic Survey in June 1991..
 PY0787
 PY0787.The geoid height was determined by GEOID03.
 PY0787
 PY0787.The dynamic height is computed by dividing the NAVD 88
 PY0787.geopotential number by the normal gravity value computed on the
 PY0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0787.degrees latitude (g = 980.6199 gals.).
 PY0787
 PY0787.The modeled gravity was interpolated from observed gravity values.
 PY0787
 PY0787;                    North         East    Units  Estimated Accuracy
 PY0787;SPC WY W     -   537,010.      744,800.      MT  (+/- 180 meters Scaled)
 PY0787
 PY0787                          SUPERSEDED SURVEY CONTROL
 PY0787
 PY0787  NGVD 29 (08/20/92) 2394.815  (m)         7856.99   (f) ADJUSTED    1 2
 PY0787
 PY0787.Superseded values are not recommended for survey control.
 PY0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0787.See file dsdata.txt to determine how the superseded data were derived.
 PY0787
 PY0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ177199(NAD 83)
 PY0787_MARKER: DB = BENCH MARK DISK
 PY0787_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0787_SP_SET: COPPER-CLAD STEEL ROD
 PY0787_STAMPING: 50 MDC 1976 7856
 PY0787_MARK LOGO: USGS  
 PY0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0787
 PY0787  HISTORY     - Date     Condition        Report By
 PY0787  HISTORY     - 1976     MONUMENTED       USGS
 PY0787  HISTORY     - 1987     GOOD             NGS
 PY0787
 PY0787                          STATION DESCRIPTION
 PY0787
 PY0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0787'21.1 KM (13.10 MI) WEST FROM WEST THUMB.
 PY0787'21.1 KM (13.10 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0787'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0787'THUMB, NEAR THE WEST END OF A HIGHWAY PULLOUT ON THE NORTH SIDE OF
 PY0787'THE HIGHWAY, AND 14.1 M (46.3 FT) NORTH OF THE CENTERLINE OF THE
 PY0787'HIGHWAY.
 PY0787'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0816 ***********************************************************************
 PY0816  DESIGNATION -  50 RDS
 PY0816  PID         -  PY0816
 PY0816  STATE/COUNTY-  WY/TETON
 PY0816  USGS QUAD   -  LEWIS CANYON (1996)
 PY0816
 PY0816                         *CURRENT SURVEY CONTROL
 PY0816  ___________________________________________________________________
 PY0816* NAD 83(1986)-  44 14 32.     (N)    110 38 56.     (W)     SCALED    
 PY0816* NAVD 88     -      2364.166  (meters)    7756.43   (feet)  ADJUSTED  
 PY0816  ___________________________________________________________________
 PY0816  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0816  DYNAMIC HT  -        2362.570 (meters)    7751.20  (feet)  COMP
 PY0816  MODELED GRAV-     979,857.7   (mgal)                       NAVD 88
 PY0816
 PY0816  VERT ORDER  -  FIRST     CLASS II
 PY0816
 PY0816.The horizontal coordinates were scaled from a topographic map and have
 PY0816.an estimated accuracy of +/- 6 seconds.
 PY0816
 PY0816.The orthometric height was determined by differential leveling
 PY0816.and adjusted by the National Geodetic Survey in June 1991..
 PY0816
 PY0816.The geoid height was determined by GEOID03.
 PY0816
 PY0816.The dynamic height is computed by dividing the NAVD 88
 PY0816.geopotential number by the normal gravity value computed on the
 PY0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0816.degrees latitude (g = 980.6199 gals.).
 PY0816
 PY0816.The modeled gravity was interpolated from observed gravity values.
 PY0816
 PY0816;                    North         East    Units  Estimated Accuracy
 PY0816;SPC WY W     -   515,820.      754,830.      MT  (+/- 180 meters Scaled)
 PY0816
 PY0816                          SUPERSEDED SURVEY CONTROL
 PY0816
 PY0816  NGVD 29 (08/20/92) 2362.802  (m)         7751.96   (f) ADJUSTED    1 2
 PY0816
 PY0816.Superseded values are not recommended for survey control.
 PY0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0816.See file dsdata.txt to determine how the superseded data were derived.
 PY0816
 PY0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP280988(NAD 83)
 PY0816_MARKER: DB = BENCH MARK DISK
 PY0816_SETTING: 80 = SET IN A BOULDER
 PY0816_SP_SET: BOULDER
 PY0816_STAMPING: 50 RDS 1955
 PY0816_MARK LOGO: USGS  
 PY0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0816+STABILITY: SURFACE MOTION
 PY0816
 PY0816  HISTORY     - Date     Condition        Report By
 PY0816  HISTORY     - 1955     MONUMENTED       USGS
 PY0816  HISTORY     - 1987     GOOD             NGS
 PY0816
 PY0816                          STATION DESCRIPTION
 PY0816
 PY0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0816'18.4 KM (11.45 MI) NORTH FROM FLAGG RANCH.
 PY0816'18.4 KM (11.45 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM
 PY0816'THE RANCH HEADQUARTERS AT FLAGG RANCH, OR 20.5 KM (12.75 MI)
 PY0816'SOUTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE JUNCTION OF GRANT
 PY0816'VILLAGE ENTRANCE ROAD AT GRANT VILLAGE, NEAR THE CENTER OF A 3 BY 5
 PY0816'FOOT BOULDER, 95.6 M (313.6 FT) NORTHWEST OF A PAVED PARKING AREA,
 PY0816'81.3 M (266.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 47.8 M
 PY0816'(156.8 FT) NORTHWEST OF A SIGN (PITCHSTONE PLATEAU TRAIL), AND 2.0 M
 PY0816'(6.6 FT) NORTHEAST OF A 16-INCH FIR TREE WITH WITNESS SIGN ATTACHED.
 PY0816'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0761 ***********************************************************************
 NQ0761  DESIGNATION -  50 SJS
 NQ0761  PID         -  NQ0761
 NQ0761  STATE/COUNTY-  WY/NIOBRARA
 NQ0761  USGS QUAD   -  FLAT TOP (1981)
 NQ0761
 NQ0761                         *CURRENT SURVEY CONTROL
 NQ0761  ___________________________________________________________________
 NQ0761* NAD 83(1986)-  42 58 18.     (N)    104 43 21.     (W)     SCALED    
 NQ0761* NAVD 88     -      1445.318  (meters)    4741.85   (feet)  ADJUSTED  
 NQ0761  ___________________________________________________________________
 NQ0761  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 NQ0761  DYNAMIC HT  -        1444.505 (meters)    4739.18  (feet)  COMP
 NQ0761  MODELED GRAV-     980,007.2   (mgal)                       NAVD 88
 NQ0761
 NQ0761  VERT ORDER  -  THIRD
 NQ0761
 NQ0761.The horizontal coordinates were scaled from a topographic map and have
 NQ0761.an estimated accuracy of +/- 6 seconds.
 NQ0761
 NQ0761.The orthometric height was determined by differential leveling
 NQ0761.and adjusted by the National Geodetic Survey in December 1993..
 NQ0761
 NQ0761.The geoid height was determined by GEOID03.
 NQ0761
 NQ0761.The dynamic height is computed by dividing the NAVD 88
 NQ0761.geopotential number by the normal gravity value computed on the
 NQ0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0761.degrees latitude (g = 980.6199 gals.).
 NQ0761
 NQ0761.The modeled gravity was interpolated from observed gravity values.
 NQ0761
 NQ0761;                    North         East    Units  Estimated Accuracy
 NQ0761;SPC WY E     -   274,600.      236,230.      MT  (+/- 180 meters Scaled)
 NQ0761
 NQ0761                          SUPERSEDED SURVEY CONTROL
 NQ0761
 NQ0761.No superseded survey control is available for this station.
 NQ0761
 NQ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH226577(NAD 83)
 NQ0761_MARKER: DB = BENCH MARK DISK
 NQ0761_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0761+WITH SETTING: INFORMATION.
 NQ0761_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0761_STAMPING: 50 SJS 1970
 NQ0761_MARK LOGO: USGS  
 NQ0761_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0761
 NQ0761  HISTORY     - Date     Condition        Report By
 NQ0761  HISTORY     - 1970     MONUMENTED       USGS
 NQ0761
 NQ0761                          STATION DESCRIPTION
 NQ0761
 NQ0761'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0761'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 16.1 MILES
 NQ0761'(25.9 KM) NORTH ALONG THE ROAD TO LANCE CREEK, IN THE NE 1/4 OF S.36,
 NQ0761'T.35 N., R.66 W., ABOUT 500 FEET (152.4 M) SOUTH OF A POINT WHERE THE
 NQ0761'ROAD BENDS BACK TO THE EAST, 36 FEET (11.0 M) NORTH ALONG THE ROAD
 NQ0761'FROM A ROAD JUNCTION WEST, 27 FEET (8.2 M) EAST OF THE ROAD, ENCASED
 NQ0761'IN A 6-INCH WHITE PLASTIC PIPE, PROJECTING 0.3 FOOT, AND SET ON A
 NQ0761'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0767 ***********************************************************************
 NQ0767  DESIGNATION -  5007
 NQ0767  PID         -  NQ0767
 NQ0767  STATE/COUNTY-  WY/NIOBRARA
 NQ0767  USGS QUAD   -  COOLEY DRAW (1970)
 NQ0767
 NQ0767                         *CURRENT SURVEY CONTROL
 NQ0767  ___________________________________________________________________
 NQ0767* NAD 83(1986)-  42 59 47.     (N)    104 49 26.     (W)     SCALED    
 NQ0767* NAVD 88     -      1526.865  (meters)    5009.39   (feet)  ADJUSTED  
 NQ0767  ___________________________________________________________________
 NQ0767  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 NQ0767  DYNAMIC HT  -        1526.015 (meters)    5006.60  (feet)  COMP
 NQ0767  MODELED GRAV-     980,009.3   (mgal)                       NAVD 88
 NQ0767
 NQ0767  VERT ORDER  -  THIRD
 NQ0767
 NQ0767.The horizontal coordinates were scaled from a topographic map and have
 NQ0767.an estimated accuracy of +/- 6 seconds.
 NQ0767
 NQ0767.The orthometric height was determined by differential leveling
 NQ0767.and adjusted by the National Geodetic Survey in December 1993..
 NQ0767
 NQ0767.The geoid height was determined by GEOID03.
 NQ0767
 NQ0767.The dynamic height is computed by dividing the NAVD 88
 NQ0767.geopotential number by the normal gravity value computed on the
 NQ0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0767.degrees latitude (g = 980.6199 gals.).
 NQ0767
 NQ0767.The modeled gravity was interpolated from observed gravity values.
 NQ0767
 NQ0767;                    North         East    Units  Estimated Accuracy
 NQ0767;SPC WY E     -   277,310.      227,950.      MT  (+/- 180 meters Scaled)
 NQ0767
 NQ0767                          SUPERSEDED SURVEY CONTROL
 NQ0767
 NQ0767.No superseded survey control is available for this station.
 NQ0767
 NQ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH143604(NAD 83)
 NQ0767_MARKER: S = SPIKE
 NQ0767_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 NQ0767_SP_SET: SPIKE IN GATE POST
 NQ0767_MARK LOGO: NONE  
 NQ0767_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0767
 NQ0767  HISTORY     - Date     Condition        Report By
 NQ0767  HISTORY     - 1970     MONUMENTED       USGS
 NQ0767
 NQ0767                          STATION DESCRIPTION
 NQ0767
 NQ0767'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0767'FROM THE TOM BOWER RANCH HEADQUARTERS, PROCEED 6.2 MILES (10.0 KM)
 NQ0767'WESTERLY ALONG A PRIVATE ROAD LEADING TO THE BOB MANNING RANCH, IN THE
 NQ0767'NE 1/4 OF S.19, T.35 N., R.66 W., APPROXIMATELY 250 FEET (76.2 M)
 NQ0767'WEST OF A PIPELINE, 78 FEET (23.8 M) SOUTHEAST OF A ROAD FORK NORTH, 7
 NQ0767'FEET (2.1 M) EAST OF THE ROAD, 1.9 FEET (0.6 M) HIGHER THAN THE
 NQ0767'SURFACE OF THE GROUND, A RAILROAD SPIKE IN A GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0752 ***********************************************************************
 NQ0752  DESIGNATION -  5039
 NQ0752  PID         -  NQ0752
 NQ0752  STATE/COUNTY-  WY/NIOBRARA
 NQ0752  USGS QUAD   -  KEELINE (1970)
 NQ0752
 NQ0752                         *CURRENT SURVEY CONTROL
 NQ0752  ___________________________________________________________________
 NQ0752* NAD 83(1986)-  42 51 45.     (N)    104 45 03.     (W)     SCALED    
 NQ0752* NAVD 88     -      1536.786  (meters)    5041.94   (feet)  ADJUSTED  
 NQ0752  ___________________________________________________________________
 NQ0752  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 NQ0752  DYNAMIC HT  -        1535.889 (meters)    5039.00  (feet)  COMP
 NQ0752  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 NQ0752
 NQ0752  VERT ORDER  -  THIRD
 NQ0752
 NQ0752.The horizontal coordinates were scaled from a topographic map and have
 NQ0752.an estimated accuracy of +/- 6 seconds.
 NQ0752
 NQ0752.The orthometric height was determined by differential leveling
 NQ0752.and adjusted by the National Geodetic Survey in December 1993..
 NQ0752
 NQ0752.The geoid height was determined by GEOID03.
 NQ0752
 NQ0752.The dynamic height is computed by dividing the NAVD 88
 NQ0752.geopotential number by the normal gravity value computed on the
 NQ0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0752.degrees latitude (g = 980.6199 gals.).
 NQ0752
 NQ0752.The modeled gravity was interpolated from observed gravity values.
 NQ0752
 NQ0752;                    North         East    Units  Estimated Accuracy
 NQ0752;SPC WY E     -   262,460.      233,980.      MT  (+/- 180 meters Scaled)
 NQ0752
 NQ0752                          SUPERSEDED SURVEY CONTROL
 NQ0752
 NQ0752.No superseded survey control is available for this station.
 NQ0752
 NQ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH203455(NAD 83)
 NQ0752_MARKER: I = METAL ROD
 NQ0752_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0752+WITH SETTING: INFORMATION.
 NQ0752_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0752_MARK LOGO: NONE  
 NQ0752_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0752
 NQ0752  HISTORY     - Date     Condition        Report By
 NQ0752  HISTORY     - 1970     MONUMENTED       USGS
 NQ0752
 NQ0752                          STATION DESCRIPTION
 NQ0752
 NQ0752'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0752'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 7.7 MILES
 NQ0752'(12.4 KM) NORTH ALONG THE COUNTY ROAD TO LANCE CREEK, APPROXIMATELY
 NQ0752'850 FEET (259.1 M) SOUTH OF WHERE THE ROAD MAKES A SHARP BEND TO THE
 NQ0752'EAST, 110 FEET (33.5 M) EAST OF A ROAD JUNCTION EAST, 18 FEET
 NQ0752'(5.5 M) NORTH OF A WIRE GATE, 1 FOOT (0.3 M) WEST OF A FENCE LINE, A
 NQ0752'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0188 ***********************************************************************
 PX0188  DESIGNATION -  5071
 PX0188  PID         -  PX0188
 PX0188  STATE/COUNTY-  WY/PARK
 PX0188  USGS QUAD   -  CODY (1987)
 PX0188
 PX0188                         *CURRENT SURVEY CONTROL
 PX0188  ___________________________________________________________________
 PX0188* NAD 83(1986)-  44 30 42.     (N)    109 01 31.     (W)     SCALED    
 PX0188* NAVD 88     -      1549.657  (meters)    5084.17   (feet)  POSTED    
 PX0188  ___________________________________________________________________
 PX0188  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 PX0188  DYNAMIC HT  -        1548.870 (meters)    5081.58  (feet)  COMP
 PX0188  MODELED GRAV-     980,058.9   (mgal)                       NAVD 88
 PX0188
 PX0188  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PX0188
 PX0188.The horizontal coordinates were scaled from a topographic map and have
 PX0188.an estimated accuracy of +/- 6 seconds.
 PX0188
 PX0188.The orthometric height was determined by differential leveling
 PX0188.and adjusted by the National Geodetic Survey in 1992..
 PX0188.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PX0188.rate of 4.1 thru 8.0 mm/km.
 PX0188
 PX0188.The geoid height was determined by GEOID03.
 PX0188
 PX0188.The dynamic height is computed by dividing the NAVD 88
 PX0188.geopotential number by the normal gravity value computed on the
 PX0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0188.degrees latitude (g = 980.6199 gals.).
 PX0188
 PX0188.The modeled gravity was interpolated from observed gravity values.
 PX0188
 PX0188;                    North         East    Units  Estimated Accuracy
 PX0188;SPC WYWC     -   445,640.      578,110.      MT  (+/- 180 meters Scaled)
 PX0188
 PX0188                          SUPERSEDED SURVEY CONTROL
 PX0188
 PX0188  NGVD 29 (??/??/92) 1548.59   (m)         5080.7    (f) COMPUTED    2 0
 PX0188
 PX0188.Superseded values are not recommended for survey control.
 PX0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0188.See file dsdata.txt to determine how the superseded data were derived.
 PX0188
 PX0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ569306(NAD 83)
 PX0188_MARKER: P = PIPE CAP
 PX0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PX0188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PX0188_STAMPING: 5071 RED LODGE
 PX0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0188
 PX0188  HISTORY     - Date     Condition        Report By
 PX0188  HISTORY     - UNK      MONUMENTED       USGS
 PX0188  HISTORY     - 1964     GOOD             NGS
 PX0188
 PX0188                          STATION DESCRIPTION
 PX0188
 PX0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PX0188'2.4 MI E FROM CODY.
 PX0188'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PX0188'CODY, PARK COUNTY, ABOUT 0.1 MILE SE OF THE JUNCTION OF STATE HIGHWAY
 PX0188'120, 84.5 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 20 AND 51.6
 PX0188'FEET NORTH OF AN EAST-WEST FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 PX0188'STANDARD DISK CAP, STAMPED 5071 RED LODGE AND RIVETED ON THE TOP OF A
 PX0188'3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0189 ***********************************************************************
 PX0189  DESIGNATION -  5071 RESET
 PX0189  PID         -  PX0189
 PX0189  STATE/COUNTY-  WY/PARK
 PX0189  USGS QUAD   -  CODY (1987)
 PX0189
 PX0189                         *CURRENT SURVEY CONTROL
 PX0189  ___________________________________________________________________
 PX0189* NAD 83(1986)-  44 30 43.     (N)    109 01 31.     (W)     SCALED    
 PX0189* NAVD 88     -      1550.33   (+/-2cm)    5086.4    (feet)  VERTCON   
 PX0189  ___________________________________________________________________
 PX0189  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 PX0189
 PX0189  VERT ORDER  -  THIRD (See Below)
 PX0189
 PX0189.The horizontal coordinates were scaled from a topographic map and have
 PX0189.an estimated accuracy of +/- 6 seconds.
 PX0189
 PX0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0189.The vertical order pertains to the NGVD 29 superseded value.
 PX0189
 PX0189.The geoid height was determined by GEOID03.
 PX0189
 PX0189;                    North         East    Units  Estimated Accuracy
 PX0189;SPC WYWC     -   445,670.      578,110.      MT  (+/- 180 meters Scaled)
 PX0189
 PX0189                          SUPERSEDED SURVEY CONTROL
 PX0189
 PX0189  NGVD 29 (??/??/??) 1549.25   (m)         5082.8    (f) RESET       3  
 PX0189
 PX0189.Superseded values are not recommended for survey control.
 PX0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0189.See file dsdata.txt to determine how the superseded data were derived.
 PX0189
 PX0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ569306(NAD 83)
 PX0189_MARKER: DD = SURVEY DISK
 PX0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0189_SP_SET: CONCRETE
 PX0189_STAMPING: 5071 RED LODGE RESET 1969
 PX0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0189
 PX0189  HISTORY     - Date     Condition        Report By
 PX0189  HISTORY     - 1969     MONUMENTED       WYHD
 PX0189  HISTORY     - 1983     MARK NOT FOUND   USGS
 PX0189
 PX0189                          STATION DESCRIPTION
 PX0189
 PX0189'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1969
 PX0189'2.4 MI E FROM CODY.
 PX0189'2.4 MILES EAST ALONG U. S. HIGHWAY 20 FROM THE POST OFFICE AT CODY,
 PX0189'357 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AT A POINT OF
 PX0189'INTERSECTION WITH U. S. HIGHWAY 120, 63 FEET EAST OF POWER LINE POLE
 PX0189'055702, 1 FOOT SOUTH OF THE EAST-WEST FENCE LINE AND SET IN THE TOP OF
 PX0189'CONCRETE.
 PX0189
 PX0189                          STATION RECOVERY (1983)
 PX0189
 PX0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0789 ***********************************************************************
 PY0789  DESIGNATION -  51 MDC
 PY0789  PID         -  PY0789
 PY0789  STATE/COUNTY-  WY/TETON
 PY0789  USGS QUAD   -  CRAIG PASS (1986)
 PY0789
 PY0789                         *CURRENT SURVEY CONTROL
 PY0789  ___________________________________________________________________
 PY0789* NAD 83(1986)-  44 26 05.     (N)    110 44 06.     (W)     SCALED    
 PY0789* NAVD 88     -      2458.720  (meters)    8066.65   (feet)  ADJUSTED  
 PY0789  ___________________________________________________________________
 PY0789  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY0789  DYNAMIC HT  -        2457.053 (meters)    8061.18  (feet)  COMP
 PY0789  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 PY0789
 PY0789  VERT ORDER  -  FIRST     CLASS II
 PY0789
 PY0789.The horizontal coordinates were scaled from a topographic map and have
 PY0789.an estimated accuracy of +/- 6 seconds.
 PY0789
 PY0789.The orthometric height was determined by differential leveling
 PY0789.and adjusted by the National Geodetic Survey in June 1991..
 PY0789.WARNING-Repeat measurements at this control monument indicate possible
 PY0789.vertical movement.
 PY0789
 PY0789.The geoid height was determined by GEOID03.
 PY0789
 PY0789.The dynamic height is computed by dividing the NAVD 88
 PY0789.geopotential number by the normal gravity value computed on the
 PY0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0789.degrees latitude (g = 980.6199 gals.).
 PY0789
 PY0789.The modeled gravity was interpolated from observed gravity values.
 PY0789
 PY0789;                    North         East    Units  Estimated Accuracy
 PY0789;SPC WY W     -   537,260.      748,120.      MT  (+/- 180 meters Scaled)
 PY0789
 PY0789                          SUPERSEDED SURVEY CONTROL
 PY0789
 PY0789  NGVD 29 (08/20/92) 2457.324  (m)         8062.07   (f) ADJUSTED    1 2
 PY0789
 PY0789.Superseded values are not recommended for survey control.
 PY0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0789.See file dsdata.txt to determine how the superseded data were derived.
 PY0789
 PY0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ210201(NAD 83)
 PY0789_MARKER: DB = BENCH MARK DISK
 PY0789_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0789_SP_SET: COPPER-CLAD STEEL ROD
 PY0789_STAMPING: 51 MDC 1976 8061
 PY0789_MARK LOGO: USGS  
 PY0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0789
 PY0789  HISTORY     - Date     Condition        Report By
 PY0789  HISTORY     - 1976     MONUMENTED       USGS
 PY0789  HISTORY     - 1987     GOOD             NGS
 PY0789
 PY0789                          STATION DESCRIPTION
 PY0789
 PY0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0789'17.5 KM (10.85 MI) WEST FROM WEST THUMB.
 PY0789'17.5 KM (10.85 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0789'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0789'THUMB, 35.4 M (116.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PY0789'AND 18.0 M (59.1 FT) SOUTH OF THE DIVINE LOOKOUT TRAIL HEAD SIGN.
 PY0789'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0789'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0517 ***********************************************************************
 OU0517  DESIGNATION -  51 SJS
 OU0517  PID         -  OU0517
 OU0517  STATE/COUNTY-  WY/NIOBRARA
 OU0517  USGS QUAD   -  LANCE CREEK (1981)
 OU0517
 OU0517                         *CURRENT SURVEY CONTROL
 OU0517  ___________________________________________________________________
 OU0517* NAD 83(1986)-  43 00 12.     (N)    104 43 16.     (W)     SCALED    
 OU0517* NAVD 88     -      1377.037  (meters)    4517.83   (feet)  ADJUSTED  
 OU0517  ___________________________________________________________________
 OU0517  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 OU0517  DYNAMIC HT  -        1376.270 (meters)    4515.31  (feet)  COMP
 OU0517  MODELED GRAV-     980,015.2   (mgal)                       NAVD 88
 OU0517
 OU0517  VERT ORDER  -  THIRD
 OU0517
 OU0517.The horizontal coordinates were scaled from a topographic map and have
 OU0517.an estimated accuracy of +/- 6 seconds.
 OU0517
 OU0517.The orthometric height was determined by differential leveling
 OU0517.and adjusted by the National Geodetic Survey in December 1993..
 OU0517
 OU0517.The geoid height was determined by GEOID03.
 OU0517
 OU0517.The dynamic height is computed by dividing the NAVD 88
 OU0517.geopotential number by the normal gravity value computed on the
 OU0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0517.degrees latitude (g = 980.6199 gals.).
 OU0517
 OU0517.The modeled gravity was interpolated from observed gravity values.
 OU0517
 OU0517;                    North         East    Units  Estimated Accuracy
 OU0517;SPC WY E     -   278,120.      236,330.      MT  (+/- 180 meters Scaled)
 OU0517
 OU0517                          SUPERSEDED SURVEY CONTROL
 OU0517
 OU0517.No superseded survey control is available for this station.
 OU0517
 OU0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH227612(NAD 83)
 OU0517_MARKER: DB = BENCH MARK DISK
 OU0517_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0517+WITH SETTING: INFORMATION.
 OU0517_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0517_STAMPING: 51 SJS 1970
 OU0517_MARK LOGO: USGS  
 OU0517_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0517
 OU0517  HISTORY     - Date     Condition        Report By
 OU0517  HISTORY     - 1970     MONUMENTED       USGS
 OU0517
 OU0517                          STATION DESCRIPTION
 OU0517
 OU0517'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0517'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 16.1 MILES
 OU0517'(25.9 KM) NORTH ALONG THE ROAD TO LANCE CREEK TO A POINT WHERE THE
 OU0517'ROAD BENDS SHARPLY TO THE EAST, THENCE 2.3 MILE (3.7 KM) NORTH ALONG
 OU0517'A PRIVATE ROAD IN THE SE 1/4 OF S.13, T.35 N., R.66 W., 90 FEET
 OU0517'(27.4 M) SOUTH ALONG A FENCE LINE FROM A CORRAL, ABOUT 100 FEET
 OU0517'(30.5 M) SOUTHWEST OF AN OLD CELLAR, 15 FEET (4.6 M) NORTH OF THE
 OU0517'ROAD, 1 FOOT (0.3 M) EAST OF A FENCE, ENCASED IN A 6-INCH WHITE
 OU0517'PLASTIC PIPE, PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0749 ***********************************************************************
 NQ0749  DESIGNATION -  5101
 NQ0749  PID         -  NQ0749
 NQ0749  STATE/COUNTY-  WY/NIOBRARA
 NQ0749  USGS QUAD   -  KEELINE (1970)
 NQ0749
 NQ0749                         *CURRENT SURVEY CONTROL
 NQ0749  ___________________________________________________________________
 NQ0749* NAD 83(1986)-  42 49 27.     (N)    104 45 30.     (W)     SCALED    
 NQ0749* NAVD 88     -      1555.500  (meters)    5103.34   (feet)  ADJUSTED  
 NQ0749  ___________________________________________________________________
 NQ0749  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 NQ0749  DYNAMIC HT  -        1554.581 (meters)    5100.32  (feet)  COMP
 NQ0749  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 NQ0749
 NQ0749  VERT ORDER  -  THIRD
 NQ0749
 NQ0749.The horizontal coordinates were scaled from a topographic map and have
 NQ0749.an estimated accuracy of +/- 6 seconds.
 NQ0749
 NQ0749.The orthometric height was determined by differential leveling
 NQ0749.and adjusted by the National Geodetic Survey in December 1993..
 NQ0749
 NQ0749.The geoid height was determined by GEOID03.
 NQ0749
 NQ0749.The dynamic height is computed by dividing the NAVD 88
 NQ0749.geopotential number by the normal gravity value computed on the
 NQ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0749.degrees latitude (g = 980.6199 gals.).
 NQ0749
 NQ0749.The modeled gravity was interpolated from observed gravity values.
 NQ0749
 NQ0749;                    North         East    Units  Estimated Accuracy
 NQ0749;SPC WY E     -   258,200.      233,390.      MT  (+/- 180 meters Scaled)
 NQ0749
 NQ0749                          SUPERSEDED SURVEY CONTROL
 NQ0749
 NQ0749.No superseded survey control is available for this station.
 NQ0749
 NQ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH197413(NAD 83)
 NQ0749_MARKER: I = METAL ROD
 NQ0749_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0749+WITH SETTING: INFORMATION.
 NQ0749_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0749_MARK LOGO: NONE  
 NQ0749_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0749
 NQ0749  HISTORY     - Date     Condition        Report By
 NQ0749  HISTORY     - 1970     MONUMENTED       USGS
 NQ0749
 NQ0749                          STATION DESCRIPTION
 NQ0749
 NQ0749'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0749'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 4.6 MILES (7.4 KM)
 NQ0749'NORTH ALONG THE COUNTY ROAD TO LANCE CREEK, 36 FEET (11.0 M) WEST OF
 NQ0749'THE CENTERLINE OF THE ROAD AT A PIPELINE CROSSING, AT A BEND IN THE
 NQ0749'ROAD NORTHWEST, AT A FENCE CORNER, A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0372 ***********************************************************************
 PW0372  DESIGNATION -  5109.54
 PW0372  PID         -  PW0372
 PW0372  STATE/COUNTY-  WY/BIG HORN
 PW0372  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0372
 PW0372                         *CURRENT SURVEY CONTROL
 PW0372  ___________________________________________________________________
 PW0372* NAD 83(1986)-  44 34 47.     (N)    107 40 25.     (W)     SCALED    
 PW0372* NAVD 88     -      1558.493  (meters)    5113.16   (feet)  ADJUSTED  
 PW0372  ___________________________________________________________________
 PW0372  GEOID HEIGHT-          -9.62  (meters)                     GEOID03
 PW0372  DYNAMIC HT  -        1557.838 (meters)    5111.01  (feet)  COMP
 PW0372  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 PW0372
 PW0372  VERT ORDER  -  SECOND    CLASS 0
 PW0372
 PW0372.The horizontal coordinates were scaled from a topographic map and have
 PW0372.an estimated accuracy of +/- 6 seconds.
 PW0372
 PW0372.The orthometric height was determined by differential leveling
 PW0372.and adjusted by the National Geodetic Survey in June 1991..
 PW0372
 PW0372.The geoid height was determined by GEOID03.
 PW0372
 PW0372.The dynamic height is computed by dividing the NAVD 88
 PW0372.geopotential number by the normal gravity value computed on the
 PW0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0372.degrees latitude (g = 980.6199 gals.).
 PW0372
 PW0372.The modeled gravity was interpolated from observed gravity values.
 PW0372
 PW0372;                    North         East    Units  Estimated Accuracy
 PW0372;SPC WYEC     -   553,220.      372,980.      MT  (+/- 180 meters Scaled)
 PW0372
 PW0372                          SUPERSEDED SURVEY CONTROL
 PW0372
 PW0372  NGVD 29 (??/??/92) 1557.668  (m)         5110.45   (f) ADJ UNCH    2 0
 PW0372
 PW0372.Superseded values are not recommended for survey control.
 PW0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0372.See file dsdata.txt to determine how the superseded data were derived.
 PW0372
 PW0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK877397(NAD 83)
 PW0372_MARKER: DD = SURVEY DISK
 PW0372_SETTING: 66 = SET IN ROCK OUTCROP
 PW0372_SP_SET: OUTCROP
 PW0372_STAMPING: 5109.54 1931
 PW0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0372+STABILITY: POSITION/ELEVATION WELL
 PW0372
 PW0372  HISTORY     - Date     Condition        Report By
 PW0372  HISTORY     - 1931     MONUMENTED       BPR
 PW0372  HISTORY     - 1966     GOOD             NGS
 PW0372
 PW0372                          STATION DESCRIPTION
 PW0372
 PW0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0372'7.6 MI NE FROM SHELL.
 PW0372'7.6 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0372'SHELL, 0.1 MILE NORTHEAST OF THE JUNCTION OF A ROAD SOUTHEAST TO POST
 PW0372'CREEK PICNIC GROUNDS, IN THE TOP OF A LARGE OUTCROP PROJECTING ABOUT 4
 PW0372'1/2 FEET, 42 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET
 PW0372'SOUTHWEST OF THE SOUTHWEST END OF A LARGE ASPHALT TURNOUT WITH GUARD
 PW0372'RAILS, 17 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A LARGER OUTCROP,
 PW0372'9.5 FEET NORTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE
 PW0372'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0031 ***********************************************************************
 NR0031  DESIGNATION -  5123
 NR0031  PID         -  NR0031
 NR0031  STATE/COUNTY-  WY/NATRONA
 NR0031  USGS QUAD   -  CASPER (1984)
 NR0031
 NR0031                         *CURRENT SURVEY CONTROL
 NR0031  ___________________________________________________________________
 NR0031* NAD 83(1986)-  42 50 55.     (N)    106 19 30.     (W)     SCALED    
 NR0031* NAVD 88     -      1562.589  (meters)    5126.59   (feet)  ADJUSTED  
 NR0031  ___________________________________________________________________
 NR0031  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 NR0031  DYNAMIC HT  -        1561.620 (meters)    5123.41  (feet)  COMP
 NR0031  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 NR0031
 NR0031  VERT ORDER  -  FIRST     CLASS II
 NR0031
 NR0031.The horizontal coordinates were scaled from a topographic map and have
 NR0031.an estimated accuracy of +/- 6 seconds.
 NR0031
 NR0031.The orthometric height was determined by differential leveling
 NR0031.and adjusted by the National Geodetic Survey in June 1991..
 NR0031
 NR0031.The geoid height was determined by GEOID03.
 NR0031
 NR0031.The dynamic height is computed by dividing the NAVD 88
 NR0031.geopotential number by the normal gravity value computed on the
 NR0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0031.degrees latitude (g = 980.6199 gals.).
 NR0031
 NR0031.The modeled gravity was interpolated from observed gravity values.
 NR0031
 NR0031;                    North         East    Units  Estimated Accuracy
 NR0031;SPC WYEC     -   361,330.      482,420.      MT  (+/- 180 meters Scaled)
 NR0031
 NR0031                          SUPERSEDED SURVEY CONTROL
 NR0031
 NR0031  NGVD 29 (06/08/92) 1561.721  (m)         5123.75   (f) ADJUSTED    1 2
 NR0031
 NR0031.Superseded values are not recommended for survey control.
 NR0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0031.See file dsdata.txt to determine how the superseded data were derived.
 NR0031
 NR0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH917448(NAD 83)
 NR0031_MARKER: DD = SURVEY DISK
 NR0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NR0031_SP_SET: SIDEWALK
 NR0031_STAMPING: 5123
 NR0031_MARK LOGO: USGS  
 NR0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0031
 NR0031  HISTORY     - Date     Condition        Report By
 NR0031  HISTORY     - UNK      MONUMENTED       USGS
 NR0031  HISTORY     - 1940     GOOD             NGS
 NR0031  HISTORY     - 1982     GOOD             NGS
 NR0031
 NR0031                          STATION DESCRIPTION
 NR0031
 NR0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NR0031'IN CASPER.
 NR0031'AT CASPER, NATRONA COUNTY, AT THE INTERSECTION OF SECOND AND NORTH
 NR0031'CENTER STREETS, AT THE WYOMING TRUST CO. BUILDING, NORTH OF THE EAST
 NR0031'ENTRANCE, AND IN THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 NR0031'STANDARD DISK, STAMPED 5123.
 NR0031
 NR0031                          STATION RECOVERY (1982)
 NR0031
 NR0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0031'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN CASPER, AT
 NR0031'166 SOUTH CENTER STREET, IN THE SIDEWALK AT THE ENTRANCE TO ZACKS
 NR0031'FASHIONS, 1.0 METER (3.3 FT) NORTHEAST OF THE CENTER OF THE ENTRANCE
 NR0031'AND 0.2 METER (0.7 FT) EAST OF THE EAST FACE OF THE BUILDING.  NOTE,
 NR0031'THIS MARK HAS BEEN RESTAMPED AND NOW READS 5124.
 NR0031'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0025 ***********************************************************************
 NR0025  DESIGNATION -  5132
 NR0025  PID         -  NR0025
 NR0025  STATE/COUNTY-  WY/NATRONA
 NR0025  USGS QUAD   -  CASPER (1984)
 NR0025
 NR0025                         *CURRENT SURVEY CONTROL
 NR0025  ___________________________________________________________________
 NR0025* NAD 83(1986)-  42 49 30.     (N)    106 22 06.     (W)     SCALED    
 NR0025* NAVD 88     -      1565.096  (meters)    5134.82   (feet)  ADJUSTED  
 NR0025  ___________________________________________________________________
 NR0025  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 NR0025  DYNAMIC HT  -        1564.122 (meters)    5131.62  (feet)  COMP
 NR0025  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 NR0025
 NR0025  VERT ORDER  -  FIRST     CLASS II
 NR0025
 NR0025.The horizontal coordinates were scaled from a topographic map and have
 NR0025.an estimated accuracy of +/- 6 seconds.
 NR0025
 NR0025.The orthometric height was determined by differential leveling
 NR0025.and adjusted by the National Geodetic Survey in June 1991..
 NR0025
 NR0025.The geoid height was determined by GEOID03.
 NR0025
 NR0025.The dynamic height is computed by dividing the NAVD 88
 NR0025.geopotential number by the normal gravity value computed on the
 NR0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0025.degrees latitude (g = 980.6199 gals.).
 NR0025
 NR0025.The modeled gravity was interpolated from observed gravity values.
 NR0025
 NR0025;                    North         East    Units  Estimated Accuracy
 NR0025;SPC WYEC     -   358,670.      478,910.      MT  (+/- 180 meters Scaled)
 NR0025
 NR0025                          SUPERSEDED SURVEY CONTROL
 NR0025
 NR0025  NGVD 29 (??/??/92) 1564.22   (m)         5131.9    (f) COMPUTED    1 2
 NR0025
 NR0025.Superseded values are not recommended for survey control.
 NR0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0025.See file dsdata.txt to determine how the superseded data were derived.
 NR0025
 NR0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH881422(NAD 83)
 NR0025_MARKER: P = PIPE CAP
 NR0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NR0025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NR0025_STAMPING: 5132
 NR0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0025
 NR0025  HISTORY     - Date     Condition        Report By
 NR0025  HISTORY     - UNK      MONUMENTED       USGS
 NR0025  HISTORY     - 1933     GOOD             NGS
 NR0025  HISTORY     - 1941     GOOD             NGS
 NR0025
 NR0025                          STATION DESCRIPTION
 NR0025
 NR0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 NR0025'3 MI SW FROM CASPER.
 NR0025'LOCATED 3 MILES SOUTHWEST OF THE POST OFFICE IN CASPER.  ON THE OLD
 NR0025'RAWLINS-CASPER ROAD.  33 YARDS NORTH OF OLD ROAD.  35 YARDS SOUTH OF
 NR0025'THE NORTH PLATTE RIVER.  52 YARDS SOUTHEAST OF PUMPING STATION.  0.30
 NR0025'OF MILE WEST OF NEW HIGHWAY.  ADJ. 1903.
 NR0025
 NR0025                          STATION RECOVERY (1941)
 NR0025
 NR0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 NR0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0026 ***********************************************************************
 NR0026  DESIGNATION -  5132 RESET
 NR0026  PID         -  NR0026
 NR0026  STATE/COUNTY-  WY/NATRONA
 NR0026  USGS QUAD   -  CASPER (1984)
 NR0026
 NR0026                         *CURRENT SURVEY CONTROL
 NR0026  ___________________________________________________________________
 NR0026* NAD 83(1986)-  42 49 30.     (N)    106 22 06.     (W)     SCALED    
 NR0026* NAVD 88     -      1565.10   (meters)    5134.8    (feet)  RESET     
 NR0026  ___________________________________________________________________
 NR0026  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 NR0026
 NR0026  VERT ORDER  -  THIRD
 NR0026
 NR0026.The horizontal coordinates were scaled from a topographic map and have
 NR0026.an estimated accuracy of +/- 6 seconds.
 NR0026
 NR0026.The orthometric height was computed from unverified reset data.
 NR0026.No vertical observational check was made to the station.
 NR0026
 NR0026.The geoid height was determined by GEOID03.
 NR0026
 NR0026;                    North         East    Units  Estimated Accuracy
 NR0026;SPC WYEC     -   358,670.      478,910.      MT  (+/- 180 meters Scaled)
 NR0026
 NR0026                          SUPERSEDED SURVEY CONTROL
 NR0026
 NR0026  NGVD 29 (??/??/??) 1564.22   (m)         5131.9    (f) RESET       3  
 NR0026
 NR0026.Superseded values are not recommended for survey control.
 NR0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0026.See file dsdata.txt to determine how the superseded data were derived.
 NR0026
 NR0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH881422(NAD 83)
 NR0026_MARKER: P = PIPE CAP
 NR0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NR0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NR0026_STAMPING: 5132 ADJ 1903 5132 RESET 1951
 NR0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0026
 NR0026  HISTORY     - Date     Condition        Report By
 NR0026  HISTORY     - 1951     MONUMENTED       USGS
 NR0026  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0026
 NR0026                          STATION DESCRIPTION
 NR0026
 NR0026'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0026'3.0 MI SW FROM CASPER.
 NR0026'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0026'CASPER, NATRONA COUNTY, 700 FEET NORTH OF THE JUNCTION OF THE WEST
 NR0026'CASPER ROAD, IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE
 NR0026'SOUTHWEST QUARTER OF SECTION 18, T 33 N, R 79 W, AT THE UP-STREAM END
 NR0026'OF THE FORMER CAREY OR CY RANCH MEADOWS, AND NEAR THE SOUTHEAST BANK
 NR0026'OF NORTH PLATTE RIVER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NR0026'CAP, STAMPED 5132 RESET 1951 ON TOP, 5132 ADJ 1903 5132 RESET 1951 ON
 NR0026'THE SIDE, AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 NR0026
 NR0026                          STATION RECOVERY (1982)
 NR0026
 NR0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0255 ***********************************************************************
 PW0255  DESIGNATION -  5181.25
 PW0255  PID         -  PW0255
 PW0255  STATE/COUNTY-  WY/SHERIDAN
 PW0255  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0255
 PW0255                         *CURRENT SURVEY CONTROL
 PW0255  ___________________________________________________________________
 PW0255* NAD 83(1986)-  44 49 07.     (N)    107 18 57.     (W)     SCALED    
 PW0255* NAVD 88     -      1579.695  (meters)    5182.72   (feet)  ADJUSTED  
 PW0255  ___________________________________________________________________
 PW0255  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 PW0255  DYNAMIC HT  -        1579.035 (meters)    5180.55  (feet)  COMP
 PW0255  MODELED GRAV-     980,143.2   (mgal)                       NAVD 88
 PW0255
 PW0255  VERT ORDER  -  SECOND    CLASS 0
 PW0255
 PW0255.The horizontal coordinates were scaled from a topographic map and have
 PW0255.an estimated accuracy of +/- 6 seconds.
 PW0255
 PW0255.The orthometric height was determined by differential leveling
 PW0255.and adjusted by the National Geodetic Survey in June 1991..
 PW0255
 PW0255.The geoid height was determined by GEOID03.
 PW0255
 PW0255.The dynamic height is computed by dividing the NAVD 88
 PW0255.geopotential number by the normal gravity value computed on the
 PW0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0255.degrees latitude (g = 980.6199 gals.).
 PW0255
 PW0255.The modeled gravity was interpolated from observed gravity values.
 PW0255
 PW0255;                    North         East    Units  Estimated Accuracy
 PW0255;SPC WYEC     -   579,710.      401,380.      MT  (+/- 180 meters Scaled)
 PW0255
 PW0255                          SUPERSEDED SURVEY CONTROL
 PW0255
 PW0255  NGVD 29 (??/??/92) 1578.880  (m)         5180.04   (f) ADJ UNCH    2 0
 PW0255
 PW0255.Superseded values are not recommended for survey control.
 PW0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0255.See file dsdata.txt to determine how the superseded data were derived.
 PW0255
 PW0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK169654(NAD 83)
 PW0255_MARKER: DD = SURVEY DISK
 PW0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0255_SP_SET: CULVERT
 PW0255_STAMPING: 5181.25 62
 PW0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0255
 PW0255  HISTORY     - Date     Condition        Report By
 PW0255  HISTORY     - UNK      MONUMENTED       BPR
 PW0255  HISTORY     - 1966     GOOD             NGS
 PW0255
 PW0255                          STATION DESCRIPTION
 PW0255
 PW0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0255'6.05 MI SW FROM DAYTON.
 PW0255'6.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0255'DAYTON, AT THE NORTHWEST END OF A CURVE, IN THE TOP OF THE SOUTHEAST
 PW0255'END OF THE SOUTHWEST CONCRETE HEAD WALL OF A PIPE CULVERT, 75 FEET
 PW0255'SOUTH AND ACROSS THE HIGHWAY FROM THE NORTHWEST END OF A GUARDRAIL, 26
 PW0255'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT
 PW0255'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0794 ***********************************************************************
 PY0794  DESIGNATION -  52 MDC
 PY0794  PID         -  PY0794
 PY0794  STATE/COUNTY-  WY/TETON
 PY0794  USGS QUAD   -  CRAIG PASS (1986)
 PY0794
 PY0794                         *CURRENT SURVEY CONTROL
 PY0794  ___________________________________________________________________
 PY0794* NAD 83(1986)-  44 26 59.     (N)    110 41 30.     (W)     SCALED    
 PY0794* NAVD 88     -      2462.828  (meters)    8080.13   (feet)  ADJUSTED  
 PY0794  ___________________________________________________________________
 PY0794  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 PY0794  DYNAMIC HT  -        2461.151 (meters)    8074.63  (feet)  COMP
 PY0794  MODELED GRAV-     979,847.9   (mgal)                       NAVD 88
 PY0794
 PY0794  VERT ORDER  -  FIRST     CLASS II
 PY0794
 PY0794.The horizontal coordinates were scaled from a topographic map and have
 PY0794.an estimated accuracy of +/- 6 seconds.
 PY0794
 PY0794.The orthometric height was determined by differential leveling
 PY0794.and adjusted by the National Geodetic Survey in June 1991..
 PY0794
 PY0794.The geoid height was determined by GEOID03.
 PY0794
 PY0794.The dynamic height is computed by dividing the NAVD 88
 PY0794.geopotential number by the normal gravity value computed on the
 PY0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0794.degrees latitude (g = 980.6199 gals.).
 PY0794
 PY0794.The modeled gravity was interpolated from observed gravity values.
 PY0794
 PY0794;                    North         East    Units  Estimated Accuracy
 PY0794;SPC WY W     -   538,900.      751,580.      MT  (+/- 180 meters Scaled)
 PY0794
 PY0794                          SUPERSEDED SURVEY CONTROL
 PY0794
 PY0794  NGVD 29 (08/20/92) 2461.424  (m)         8075.52   (f) ADJUSTED    1 2
 PY0794
 PY0794.Superseded values are not recommended for survey control.
 PY0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0794.See file dsdata.txt to determine how the superseded data were derived.
 PY0794
 PY0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ245218(NAD 83)
 PY0794_MARKER: DB = BENCH MARK DISK
 PY0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0794_SP_SET: CONCRETE POST
 PY0794_STAMPING: 52 MDC 1976 8074
 PY0794_MARK LOGO: USGS  
 PY0794_PROJECTION: FLUSH
 PY0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0794+STABILITY: SURFACE MOTION
 PY0794
 PY0794  HISTORY     - Date     Condition        Report By
 PY0794  HISTORY     - 1976     MONUMENTED       USGS
 PY0794  HISTORY     - 1987     GOOD             NGS
 PY0794
 PY0794                          STATION DESCRIPTION
 PY0794
 PY0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0794'13.2 KM (8.20 MI) WEST FROM WEST THUMB.
 PY0794'13.2 KM (8.20 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0794'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0794'THUMB, AT SHOSHONE LAKE OVERLOOK, 22.9 M (75.1 FT) SOUTH OF THE
 PY0794'CENTERLINE OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A SIGN (SHOSHONE
 PY0794'LAKE), AND 0.5 M (1.6 FT) SOUTH OF THE SOUTH EDGE OF A PAVED PARKING
 PY0794'AREA.
 PY0794'THE MARK IS ABOVE LEVEL WITH THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0519 ***********************************************************************
 OU0519  DESIGNATION -  52 SJS
 OU0519  PID         -  OU0519
 OU0519  STATE/COUNTY-  WY/NIOBRARA
 OU0519  USGS QUAD   -  LANCE CREEK (1981)
 OU0519
 OU0519                         *CURRENT SURVEY CONTROL
 OU0519  ___________________________________________________________________
 OU0519* NAD 83(1986)-  43 00 33.     (N)    104 44 28.     (W)     SCALED    
 OU0519* NAVD 88     -      1385.913  (meters)    4546.95   (feet)  ADJUSTED  
 OU0519  ___________________________________________________________________
 OU0519  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 OU0519  DYNAMIC HT  -        1385.142 (meters)    4544.42  (feet)  COMP
 OU0519  MODELED GRAV-     980,015.3   (mgal)                       NAVD 88
 OU0519
 OU0519  VERT ORDER  -  THIRD
 OU0519
 OU0519.The horizontal coordinates were scaled from a topographic map and have
 OU0519.an estimated accuracy of +/- 6 seconds.
 OU0519
 OU0519.The orthometric height was determined by differential leveling
 OU0519.and adjusted by the National Geodetic Survey in December 1993..
 OU0519
 OU0519.The geoid height was determined by GEOID03.
 OU0519
 OU0519.The dynamic height is computed by dividing the NAVD 88
 OU0519.geopotential number by the normal gravity value computed on the
 OU0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0519.degrees latitude (g = 980.6199 gals.).
 OU0519
 OU0519.The modeled gravity was interpolated from observed gravity values.
 OU0519
 OU0519;                    North         East    Units  Estimated Accuracy
 OU0519;SPC WY E     -   278,760.      234,690.      MT  (+/- 180 meters Scaled)
 OU0519
 OU0519                          SUPERSEDED SURVEY CONTROL
 OU0519
 OU0519.No superseded survey control is available for this station.
 OU0519
 OU0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH210618(NAD 83)
 OU0519_MARKER: DB = BENCH MARK DISK
 OU0519_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0519+WITH SETTING: INFORMATION.
 OU0519_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0519_STAMPING: 52 SJS 1970
 OU0519_MARK LOGO: USGS  
 OU0519_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0519
 OU0519  HISTORY     - Date     Condition        Report By
 OU0519  HISTORY     - 1970     MONUMENTED       USGS
 OU0519
 OU0519                          STATION DESCRIPTION
 OU0519
 OU0519'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0519'FROM THE TOM BOWER RANCH HEADQUARTERS, PROCEED 0.75 MILES (1.21 KM)
 OU0519'NORTHWEST ALONG THE ROAD TO THE BOB MANNING RANCH, APPROXIMATELY 1200
 OU0519'FEET (365.8 M) WEST OF THE 1/4 CORNER BETWEEN S.13 AND S. 14, T.35
 OU0519'N., R.66 W., ABOUT 0.35 MILE (0.56 KM) EAST OF A SMALL HOUSE, 42 FEET
 OU0519'(12.8 M) EAST OF A FENCE CORNER, 81 FEET (24.7 M) SOUTHEAST ALONG THE
 OU0519'ROAD FROM A ROAD FORK EAST, 15 FEET (4.6 M) WEST OF A WIRE GATE, 1
 OU0519'FOOT (0.3 M) NORTH OF A FENCE, ENCASED IN A 6-INCH WHITE PLASTIC
 OU0519'PIPE, PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0021 ***********************************************************************
 NR0021  DESIGNATION -  5210
 NR0021  PID         -  NR0021
 NR0021  STATE/COUNTY-  WY/NATRONA
 NR0021  USGS QUAD   -  GOOSE EGG (1984)
 NR0021
 NR0021                         *CURRENT SURVEY CONTROL
 NR0021  ___________________________________________________________________
 NR0021* NAD 83(1986)-  42 48 00.     (N)    106 26 13.     (W)     SCALED    
 NR0021* NAVD 88     -      1588.815  (meters)    5212.64   (feet)  ADJUSTED  
 NR0021  ___________________________________________________________________
 NR0021  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 NR0021  DYNAMIC HT  -        1587.821 (meters)    5209.38  (feet)  COMP
 NR0021  MODELED GRAV-     979,939.1   (mgal)                       NAVD 88
 NR0021
 NR0021  VERT ORDER  -  FIRST     CLASS II
 NR0021
 NR0021.The horizontal coordinates were scaled from a topographic map and have
 NR0021.an estimated accuracy of +/- 6 seconds.
 NR0021
 NR0021.The orthometric height was determined by differential leveling
 NR0021.and adjusted by the National Geodetic Survey in June 1991..
 NR0021
 NR0021.The geoid height was determined by GEOID03.
 NR0021
 NR0021.The dynamic height is computed by dividing the NAVD 88
 NR0021.geopotential number by the normal gravity value computed on the
 NR0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0021.degrees latitude (g = 980.6199 gals.).
 NR0021
 NR0021.The modeled gravity was interpolated from observed gravity values.
 NR0021
 NR0021;                    North         East    Units  Estimated Accuracy
 NR0021;SPC WYEC     -   355,830.      473,330.      MT  (+/- 180 meters Scaled)
 NR0021
 NR0021                          SUPERSEDED SURVEY CONTROL
 NR0021
 NR0021  NGVD 29 (??/??/92) 1587.941  (m)         5209.77   (f) ADJ UNCH    1 2
 NR0021
 NR0021.Superseded values are not recommended for survey control.
 NR0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0021.See file dsdata.txt to determine how the superseded data were derived.
 NR0021
 NR0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH824396(NAD 83)
 NR0021_MARKER: P = PIPE CAP
 NR0021_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NR0021_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NR0021_STAMPING: 5210 ADJ 1903
 NR0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0021
 NR0021  HISTORY     - Date     Condition        Report By
 NR0021  HISTORY     - 1903     MONUMENTED       USGS
 NR0021  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0021
 NR0021                          STATION DESCRIPTION
 NR0021
 NR0021'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 NR0021'7.2 MI SW FROM CASPER.
 NR0021'7.2 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0021'CASPER, NATRONA COUNTY, 50 YARDS WEST OF THE NORTHWEST CORNER OF A
 NR0021'WOODEN BRIDGE OVER A DRY CREEK BED, 30 YARDS NORTH OF THE CENTER LINE
 NR0021'OF THE HIGHWAY, AND 17 YARDS NORTH OF A WIRE FENCE.  A UNITED STATES
 NR0021'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5210 ADJ 1903 AND RIVETED ON
 NR0021'THE TOP OF A 3-1/2-INCH IRON PIPE.
 NR0021
 NR0021                          STATION RECOVERY (1982)
 NR0021
 NR0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0021'THERE IS A NEW SUB-DIVISION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0745 ***********************************************************************
 NQ0745  DESIGNATION -  5222
 NQ0745  PID         -  NQ0745
 NQ0745  STATE/COUNTY-  WY/NIOBRARA
 NQ0745  USGS QUAD   -  KEELINE (1970)
 NQ0745
 NQ0745                         *CURRENT SURVEY CONTROL
 NQ0745  ___________________________________________________________________
 NQ0745* NAD 83(1986)-  42 46 07.     (N)    104 45 24.     (W)     SCALED    
 NQ0745* NAVD 88     -      1592.605  (meters)    5225.07   (feet)  ADJUSTED  
 NQ0745  ___________________________________________________________________
 NQ0745  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0745  DYNAMIC HT  -        1591.652 (meters)    5221.94  (feet)  COMP
 NQ0745  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 NQ0745
 NQ0745  VERT ORDER  -  THIRD
 NQ0745
 NQ0745.The horizontal coordinates were scaled from a topographic map and have
 NQ0745.an estimated accuracy of +/- 6 seconds.
 NQ0745
 NQ0745.The orthometric height was determined by differential leveling
 NQ0745.and adjusted by the National Geodetic Survey in December 1993..
 NQ0745
 NQ0745.The geoid height was determined by GEOID03.
 NQ0745
 NQ0745.The dynamic height is computed by dividing the NAVD 88
 NQ0745.geopotential number by the normal gravity value computed on the
 NQ0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0745.degrees latitude (g = 980.6199 gals.).
 NQ0745
 NQ0745.The modeled gravity was interpolated from observed gravity values.
 NQ0745
 NQ0745;                    North         East    Units  Estimated Accuracy
 NQ0745;SPC WY E     -   252,030.      233,560.      MT  (+/- 180 meters Scaled)
 NQ0745
 NQ0745                          SUPERSEDED SURVEY CONTROL
 NQ0745
 NQ0745.No superseded survey control is available for this station.
 NQ0745
 NQ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH199351(NAD 83)
 NQ0745_MARKER: S = SPIKE
 NQ0745_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 NQ0745_SP_SET: RR SPIKE IN TELEPHONE POLE
 NQ0745_MARK LOGO: NONE  
 NQ0745_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0745
 NQ0745  HISTORY     - Date     Condition        Report By
 NQ0745  HISTORY     - 1970     MONUMENTED       USGS
 NQ0745
 NQ0745                          STATION DESCRIPTION
 NQ0745
 NQ0745'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0745'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 0.75 MILE
 NQ0745'(1.21 KM) NORTH ALONG THE COUNTY ROAD TO LANCE CREEK TO A ROAD
 NQ0745'CROSSING, IN THE SOUTHEAST CORNER OF THE INTERSECTION, 27 FEET
 NQ0745'(8.2 M) EAST AND 30 FEET (9.1 M) SOUTH OF THE ROAD CROSSING, 2 FEET
 NQ0745'(0.6 M) HIGHER THAN THE ROAD CROSSING, SET 3 FEET (0.9 M) ABOVE THE
 NQ0745'SURFACE OF THE GROUND, A RAILROAD SPIKE IN TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0023 ***********************************************************************
 NR0023  DESIGNATION -  5225
 NR0023  PID         -  NR0023
 NR0023  STATE/COUNTY-  WY/NATRONA
 NR0023  USGS QUAD   -  GOOSE EGG (1984)
 NR0023
 NR0023                         *CURRENT SURVEY CONTROL
 NR0023  ___________________________________________________________________
 NR0023* NAD 83(1986)-  42 48 52.     (N)    106 23 05.     (W)     SCALED    
 NR0023* NAVD 88     -      1593.499  (meters)    5228.00   (feet)  ADJUSTED  
 NR0023  ___________________________________________________________________
 NR0023  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 NR0023  DYNAMIC HT  -        1592.503 (meters)    5224.74  (feet)  COMP
 NR0023  MODELED GRAV-     979,939.1   (mgal)                       NAVD 88
 NR0023
 NR0023  VERT ORDER  -  FIRST     CLASS II
 NR0023
 NR0023.The horizontal coordinates were scaled from a topographic map and have
 NR0023.an estimated accuracy of +/- 6 seconds.
 NR0023
 NR0023.The orthometric height was determined by differential leveling
 NR0023.and adjusted by the National Geodetic Survey in June 1991..
 NR0023.WARNING-Repeat measurements at this control monument indicate possible
 NR0023.vertical movement.
 NR0023
 NR0023.The geoid height was determined by GEOID03.
 NR0023
 NR0023.The dynamic height is computed by dividing the NAVD 88
 NR0023.geopotential number by the normal gravity value computed on the
 NR0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0023.degrees latitude (g = 980.6199 gals.).
 NR0023
 NR0023.The modeled gravity was interpolated from observed gravity values.
 NR0023
 NR0023;                    North         East    Units  Estimated Accuracy
 NR0023;SPC WYEC     -   357,480.      477,580.      MT  (+/- 180 meters Scaled)
 NR0023
 NR0023                          SUPERSEDED SURVEY CONTROL
 NR0023
 NR0023  NGVD 29 (06/08/92) 1592.624  (m)         5225.13   (f) ADJUSTED    1 2
 NR0023
 NR0023.Superseded values are not recommended for survey control.
 NR0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0023.See file dsdata.txt to determine how the superseded data were derived.
 NR0023
 NR0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH867411(NAD 83)
 NR0023_MARKER: P = PIPE CAP
 NR0023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NR0023_SP_SET: SHALLOW-SET PIPE
 NR0023_STAMPING: 5225 ADJ-03
 NR0023_MARK LOGO: USGS  
 NR0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0023
 NR0023  HISTORY     - Date     Condition        Report By
 NR0023  HISTORY     - 1903     MONUMENTED       USGS
 NR0023  HISTORY     - 1982     GOOD             NGS
 NR0023  HISTORY     - 1987     GOOD             NGS
 NR0023
 NR0023                          STATION DESCRIPTION
 NR0023
 NR0023'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 NR0023'4.2 MI SW FROM CASPER.
 NR0023'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0023'CASPER, NATRONA COUNTY, 0.3 MILE WEST OF WOLF CREEK, 0.2 MILE WEST OF
 NR0023'THE JUNCTION OF THE OLD AND NEW HIGHWAYS, ON THE OLD CASPER-RAWLINS
 NR0023'HIGHWAY, 500 FEET SOUTH OF THE NEW HIGHWAY, AND 100 FEET WEST OF A DRY
 NR0023'GULCH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5225
 NR0023'ADJ 1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 NR0023
 NR0023                          STATION RECOVERY (1982)
 NR0023
 NR0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0023'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.4 KM (0.85
 NR0023'MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 220 FROM ITS JUNCTION WITH STATE
 NR0023'HIGHWAY 257 IN CASPER, 0.4 KM (0.25 MI) SOUTHWEST OF COUNTY ROAD 502
 NR0023'LEADING SOUTH, 152.4 METERS (500.0 FT) SOUTHEAST OF THE CENTERLINE OF
 NR0023'THE NORTHEAST BOUND LANES OF THE HIGHWAY, 30.5 METERS (100.1 FT) WEST
 NR0023'OF THE CENTER OF A DRY GULCH AND 22.4 METERS (73.5 FT) SOUTHEAST OF
 NR0023'THE CENTER OF A TRACK ROAD LEADING SOUTHWEST.  IN A PIPE PROJECTING
 NR0023'45 CM.  PIPE DEPTH IS UNKNOWN.
 NR0023'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NR0023'THE MARK IS 0.3 M ABOVE THE TRACK ROAD.
 NR0023
 NR0023                          STATION RECOVERY (1987)
 NR0023
 NR0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NR0023'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.0 KM
 NR0023'(0.60 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM THE JUNCTION OF
 NR0023'STATE HIGHWAY 257 IN CASPER, THENCE 45.0 M (147.6 FT) SOUTHEAST ALONG
 NR0023'COUNTY ROAD 502, THENCE 0.4 KM (0.25 MI) SOUTHWEST ALONG A GRAVELED
 NR0023'ROAD (OLD HIGHWAY), 35.4 M (116.1 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 NR0023'END OF A POND, 30.5 M (100.1 FT) WEST OF A DRY GULCH, 22.4 M
 NR0023'(73.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD, AND 12.4 M (40.7 FT)
 NR0023'SOUTHEAST OF A FENCE.  NOTE--THE 1982 DESCRIPTION STATES THE DISK IS
 NR0023'STAMPED 5225 ADJ 1903, BUT IS STAMPED AS 5225 ADJ-03.
 NR0023'IN A PIPE PROJECTING 46 CM.
 NR0023'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NR0023'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0203 ***********************************************************************
 NQ0203  DESIGNATION -  5271.6
 NQ0203  PID         -  NQ0203
 NQ0203  STATE/COUNTY-  WY/NIOBRARA
 NQ0203  USGS QUAD   -  BILLS CREEK (1981)
 NQ0203
 NQ0203                         *CURRENT SURVEY CONTROL
 NQ0203  ___________________________________________________________________
 NQ0203* NAD 83(1986)-  42 47 03.     (N)    104 38 08.     (W)     SCALED    
 NQ0203* NAVD 88     -      1607.711  (meters)    5274.63   (feet)  ADJUSTED  
 NQ0203  ___________________________________________________________________
 NQ0203  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0203  DYNAMIC HT  -        1606.769 (meters)    5271.54  (feet)  COMP
 NQ0203  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 NQ0203
 NQ0203  VERT ORDER  -  FIRST     CLASS II
 NQ0203
 NQ0203.The horizontal coordinates were scaled from a topographic map and have
 NQ0203.an estimated accuracy of +/- 6 seconds.
 NQ0203
 NQ0203.The orthometric height was determined by differential leveling
 NQ0203.and adjusted by the National Geodetic Survey in June 1991..
 NQ0203
 NQ0203.The geoid height was determined by GEOID03.
 NQ0203
 NQ0203.The dynamic height is computed by dividing the NAVD 88
 NQ0203.geopotential number by the normal gravity value computed on the
 NQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0203.degrees latitude (g = 980.6199 gals.).
 NQ0203
 NQ0203.The modeled gravity was interpolated from observed gravity values.
 NQ0203
 NQ0203;                    North         East    Units  Estimated Accuracy
 NQ0203;SPC WY E     -   253,820.      243,460.      MT  (+/- 180 meters Scaled)
 NQ0203
 NQ0203                          SUPERSEDED SURVEY CONTROL
 NQ0203
 NQ0203  NGVD 29 (??/??/92) 1606.96   (m)         5272.2    (f) COMPUTED    1 2
 NQ0203
 NQ0203.Superseded values are not recommended for survey control.
 NQ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0203.See file dsdata.txt to determine how the superseded data were derived.
 NQ0203
 NQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH298369(NAD 83)
 NQ0203_MARKER: B = BOLT
 NQ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0203+STABILITY: SURFACE MOTION
 NQ0203
 NQ0203  HISTORY     - Date     Condition        Report By
 NQ0203  HISTORY     - UNK      MONUMENTED       USGS
 NQ0203  HISTORY     - 1954     GOOD             NGS
 NQ0203
 NQ0203                          STATION DESCRIPTION
 NQ0203
 NQ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0203'0.9 MI W FROM MANVILLE.
 NQ0203'0.9 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0203'FROM THE STATION AT MANVILLE, 4 POLES EAST OF MILEPOST 501,
 NQ0203'AT A ROAD CROSSING, 95 FEET NORTH OF THE NORTH RAIL, 50 FEET
 NQ0203'WEST OF THE CENTER LINE OF A ROAD, 2 FEET SOUTHWEST OF THE EAST
 NQ0203'END OF A SNOW FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 NQ0203'FLUSH WITH THE GROUND.  IN SECTION 35, TOWNSHIP 32 NORTH, RANGE
 NQ0203'65 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0100 ***********************************************************************
 PW0100  DESIGNATION -  5298
 PW0100  PID         -  PW0100
 PW0100  STATE/COUNTY-  WY/JOHNSON
 PW0100  USGS QUAD   -  T A RANCH (1970)
 PW0100
 PW0100                         *CURRENT SURVEY CONTROL
 PW0100  ___________________________________________________________________
 PW0100* NAD 83(1986)-  44 13 55.     (N)    106 42 19.     (W)     SCALED    
 PW0100* NAVD 88     -      1618.837  (meters)    5311.13   (feet)  ADJUSTED  
 PW0100  ___________________________________________________________________
 PW0100  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 PW0100  DYNAMIC HT  -        1618.031 (meters)    5308.49  (feet)  COMP
 PW0100  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 PW0100
 PW0100  VERT ORDER  -  SECOND    CLASS 0
 PW0100
 PW0100.The horizontal coordinates were scaled from a topographic map and have
 PW0100.an estimated accuracy of +/- 6 seconds.
 PW0100
 PW0100.The orthometric height was determined by differential leveling
 PW0100.and adjusted by the National Geodetic Survey in June 1991..
 PW0100
 PW0100.The geoid height was determined by GEOID03.
 PW0100
 PW0100.The dynamic height is computed by dividing the NAVD 88
 PW0100.geopotential number by the normal gravity value computed on the
 PW0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0100.degrees latitude (g = 980.6199 gals.).
 PW0100
 PW0100.The modeled gravity was interpolated from observed gravity values.
 PW0100
 PW0100;                    North         East    Units  Estimated Accuracy
 PW0100;SPC WYEC     -   514,710.      450,170.      MT  (+/- 180 meters Scaled)
 PW0100
 PW0100                          SUPERSEDED SURVEY CONTROL
 PW0100
 PW0100  NGVD 29 (??/??/92) 1617.985  (m)         5308.34   (f) ADJ UNCH    2 0
 PW0100
 PW0100.Superseded values are not recommended for survey control.
 PW0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0100.See file dsdata.txt to determine how the superseded data were derived.
 PW0100
 PW0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ638990(NAD 83)
 PW0100_MARKER: P = PIPE CAP
 PW0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0100_STAMPING: 5298 SHER
 PW0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0100
 PW0100  HISTORY     - Date     Condition        Report By
 PW0100  HISTORY     - UNK      MONUMENTED       USGS
 PW0100  HISTORY     - 1946     GOOD             NGS
 PW0100
 PW0100                          STATION DESCRIPTION
 PW0100
 PW0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PW0100'8.0 MI S FROM BUFFALO.
 PW0100'8.0 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM BUFFALO, JOHNSON COUNTY,
 PW0100'0.2 MILE SOUTH OF A DIRT ROAD INTERSECTION, ON THE DIVIDE BETWEEN
 PW0100'CRAZY WOMAN CREEK AND CLEAR CREEK, 29.2 FEET SOUTHWEST OF THE
 PW0100'CENTERLINE OF THE HIGHWAY, 8.8 FEET NORTHEAST OF A FENCE, AND 4.0 FEET
 PW0100'HIGHER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PW0100'DISK, STAMPED 5298 SHER AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 PW0100'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0798 ***********************************************************************
 PY0798  DESIGNATION -  53 MDC
 PY0798  PID         -  PY0798
 PY0798  STATE/COUNTY-  WY/TETON
 PY0798  USGS QUAD   -  WEST THUMB (1986)
 PY0798
 PY0798                         *CURRENT SURVEY CONTROL
 PY0798  ___________________________________________________________________
 PY0798* NAD 83(1986)-  44 25 17.     (N)    110 35 33.     (W)     SCALED    
 PY0798* NAVD 88     -      2464.176  (meters)    8084.55   (feet)  ADJUSTED  
 PY0798  ___________________________________________________________________
 PY0798  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 PY0798  DYNAMIC HT  -        2462.491 (meters)    8079.02  (feet)  COMP
 PY0798  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 PY0798
 PY0798  VERT ORDER  -  FIRST     CLASS II
 PY0798
 PY0798.The horizontal coordinates were scaled from a topographic map and have
 PY0798.an estimated accuracy of +/- 6 seconds.
 PY0798
 PY0798.The orthometric height was determined by differential leveling
 PY0798.and adjusted by the National Geodetic Survey in June 1991..
 PY0798.WARNING-Repeat measurements at this control monument indicate possible
 PY0798.vertical movement.
 PY0798
 PY0798.The geoid height was determined by GEOID03.
 PY0798
 PY0798.The dynamic height is computed by dividing the NAVD 88
 PY0798.geopotential number by the normal gravity value computed on the
 PY0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0798.degrees latitude (g = 980.6199 gals.).
 PY0798
 PY0798.The modeled gravity was interpolated from observed gravity values.
 PY0798
 PY0798;                    North         East    Units  Estimated Accuracy
 PY0798;SPC WY W     -   535,700.      759,450.      MT  (+/- 180 meters Scaled)
 PY0798
 PY0798                          SUPERSEDED SURVEY CONTROL
 PY0798
 PY0798  NGVD 29 (08/20/92) 2462.762  (m)         8079.91   (f) ADJUSTED    1 2
 PY0798
 PY0798.Superseded values are not recommended for survey control.
 PY0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0798.See file dsdata.txt to determine how the superseded data were derived.
 PY0798
 PY0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ324187(NAD 83)
 PY0798_MARKER: DB = BENCH MARK DISK
 PY0798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0798_SP_SET: HEADWALL
 PY0798_STAMPING: 53 MDC 1976 8079
 PY0798_MARK LOGO: USGS  
 PY0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0798+STABILITY: SURFACE MOTION
 PY0798
 PY0798  HISTORY     - Date     Condition        Report By
 PY0798  HISTORY     - 1976     MONUMENTED       USGS
 PY0798  HISTORY     - 1987     GOOD             NGS
 PY0798
 PY0798                          STATION DESCRIPTION
 PY0798
 PY0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0798'1.8 KM (1.10 MI) WEST FROM WEST THUMB.
 PY0798'1.8 KM (1.10 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0798'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0798'THUMB, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE
 PY0798'EAST HEADWALL OF A STONE CULVERT, 11.1 M (36.4 FT) SOUTH OF THE
 PY0798'CENTER OF A SERVICE ROAD, AND 6.9 M (22.6 FT) WEST OF THE CENTERLINE
 PY0798'OF THE HIGHWAY.
 PY0798'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0764 ***********************************************************************
 NQ0764  DESIGNATION -  53 SJS
 NQ0764  PID         -  NQ0764
 NQ0764  STATE/COUNTY-  WY/NIOBRARA
 NQ0764  USGS QUAD   -  COOLEY DRAW (1970)
 NQ0764
 NQ0764                         *CURRENT SURVEY CONTROL
 NQ0764  ___________________________________________________________________
 NQ0764* NAD 83(1986)-  42 59 50.     (N)    104 46 47.     (W)     SCALED    
 NQ0764* NAVD 88     -      1478.105  (meters)    4849.42   (feet)  ADJUSTED  
 NQ0764  ___________________________________________________________________
 NQ0764  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 NQ0764  DYNAMIC HT  -        1477.281 (meters)    4846.71  (feet)  COMP
 NQ0764  MODELED GRAV-     980,010.3   (mgal)                       NAVD 88
 NQ0764
 NQ0764  VERT ORDER  -  THIRD
 NQ0764
 NQ0764.The horizontal coordinates were scaled from a topographic map and have
 NQ0764.an estimated accuracy of +/- 6 seconds.
 NQ0764
 NQ0764.The orthometric height was determined by differential leveling
 NQ0764.and adjusted by the National Geodetic Survey in December 1993..
 NQ0764
 NQ0764.The geoid height was determined by GEOID03.
 NQ0764
 NQ0764.The dynamic height is computed by dividing the NAVD 88
 NQ0764.geopotential number by the normal gravity value computed on the
 NQ0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0764.degrees latitude (g = 980.6199 gals.).
 NQ0764
 NQ0764.The modeled gravity was interpolated from observed gravity values.
 NQ0764
 NQ0764;                    North         East    Units  Estimated Accuracy
 NQ0764;SPC WY E     -   277,420.      231,550.      MT  (+/- 180 meters Scaled)
 NQ0764
 NQ0764                          SUPERSEDED SURVEY CONTROL
 NQ0764
 NQ0764.No superseded survey control is available for this station.
 NQ0764
 NQ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH179605(NAD 83)
 NQ0764_MARKER: DB = BENCH MARK DISK
 NQ0764_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0764+WITH SETTING: INFORMATION.
 NQ0764_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0764_STAMPING: 53 SJS 1970
 NQ0764_MARK LOGO: USGS  
 NQ0764_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0764
 NQ0764  HISTORY     - Date     Condition        Report By
 NQ0764  HISTORY     - 1970     MONUMENTED       USGS
 NQ0764
 NQ0764                          STATION DESCRIPTION
 NQ0764
 NQ0764'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0764'FROM THE TOM BOWER RANCH HEADQUARTERS, PROCEED 3.2 MILES (5.1 KM)
 NQ0764'WESTERLY ALONG A PRIVATE ROAD LEADING TO THE BOB MANNING RANCH, IN THE
 NQ0764'NORTHWEST CORNER OF S. 21, T.35 N., R.66 W., ABOUT 140 FEET (42.7 M)
 NQ0764'SOUTHEAST OF A LARGE ROCK CAIRN, 56 FEET (17.1 M) WEST OF A POWERLINE,
 NQ0764'21 FEET (6.4 M) SOUTH OF A ROAD FORK SOUTHEAST, ENCASED IN A 6-INCH
 NQ0764'WHITE PLASTIC PIPE, PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED
 NQ0764'ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0147 ***********************************************************************
 NR0147  DESIGNATION -  5325
 NR0147  PID         -  NR0147
 NR0147  STATE/COUNTY-  WY/NATRONA
 NR0147  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0147
 NR0147                         *CURRENT SURVEY CONTROL
 NR0147  ___________________________________________________________________
 NR0147* NAD 83(1986)-  42 40 06.     (N)    106 35 28.     (W)     SCALED    
 NR0147* NAVD 88     -      1624.055  (meters)    5328.25   (feet)  ADJUSTED  
 NR0147  ___________________________________________________________________
 NR0147  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NR0147  DYNAMIC HT  -        1622.994 (meters)    5324.77  (feet)  COMP
 NR0147  MODELED GRAV-     979,910.2   (mgal)                       NAVD 88
 NR0147
 NR0147  VERT ORDER  -  FIRST     CLASS II
 NR0147
 NR0147.The horizontal coordinates were scaled from a topographic map and have
 NR0147.an estimated accuracy of +/- 6 seconds.
 NR0147
 NR0147.The orthometric height was determined by differential leveling
 NR0147.and adjusted by the National Geodetic Survey in June 1991..
 NR0147
 NR0147.The geoid height was determined by GEOID03.
 NR0147
 NR0147.The dynamic height is computed by dividing the NAVD 88
 NR0147.geopotential number by the normal gravity value computed on the
 NR0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0147.degrees latitude (g = 980.6199 gals.).
 NR0147
 NR0147.The modeled gravity was interpolated from observed gravity values.
 NR0147
 NR0147;                    North         East    Units  Estimated Accuracy
 NR0147;SPC WYEC     -   341,080.      460,840.      MT  (+/- 180 meters Scaled)
 NR0147
 NR0147                          SUPERSEDED SURVEY CONTROL
 NR0147
 NR0147  NGVD 29 (??/??/92) 1623.148  (m)         5325.28   (f) ADJ UNCH    1 2
 NR0147
 NR0147.Superseded values are not recommended for survey control.
 NR0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0147.See file dsdata.txt to determine how the superseded data were derived.
 NR0147
 NR0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH696252(NAD 83)
 NR0147_MARKER: P = PIPE CAP
 NR0147_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NR0147_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NR0147_STAMPING: 5325
 NR0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0147
 NR0147  HISTORY     - Date     Condition        Report By
 NR0147  HISTORY     - UNK      MONUMENTED       USGS
 NR0147  HISTORY     - 1959     GOOD             NGS
 NR0147  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0147
 NR0147                          STATION DESCRIPTION
 NR0147
 NR0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0147'19.5 MI SW FROM CASPER.
 NR0147'19.5 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0147'CASPER, NATRONA COUNTY, 0.2 MILE EAST OF THE NEW (1933) STEEL AND
 NR0147'CONCRETE BRIDGE OVER BATES CREEK, AND 24 FEET SOUTH OF THE BANK OF THE
 NR0147'CREEK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5325
 NR0147'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 INCH
 NR0147'ABOVE GROUND.
 NR0147
 NR0147                          STATION RECOVERY (1982)
 NR0147
 NR0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0464 ***********************************************************************
 PV0464  DESIGNATION -  5345
 PV0464  PID         -  PV0464
 PV0464  STATE/COUNTY-  WY/CROOK
 PV0464  USGS QUAD   -  BLACK HILLS (1984)
 PV0464
 PV0464                         *CURRENT SURVEY CONTROL
 PV0464  ___________________________________________________________________
 PV0464* NAD 83(1993)-  44 34 40.00193(N)    104 26 33.11160(W)     ADJUSTED  
 PV0464* NAVD 88     -      1631.33   (+/-2cm)    5352.1    (feet)  VERTCON   
 PV0464  ___________________________________________________________________
 PV0464  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 PV0464  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 PV0464
 PV0464  HORZ ORDER  -  SECOND
 PV0464  VERT ORDER  -  THIRD ? (See Below)
 PV0464
 PV0464.The horizontal coordinates were established by classical geodetic methods
 PV0464.and adjusted by the National Geodetic Survey in January 1997..
 PV0464
 PV0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0464.The vertical order pertains to the NGVD 29 superseded value.
 PV0464
 PV0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0464
 PV0464.The geoid height was determined by GEOID03.
 PV0464
 PV0464;                    North         East     Units Scale Factor Converg.
 PV0464;SPC WY E     -   453,201.895   257,510.007   MT  0.99997816   +0 30 29.8
 PV0464;UTM  13      - 4,936,199.788   544,258.584   MT  0.99962409   +0 23 28.6
 PV0464
 PV0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0464!SPC WY E     -   0.99974643  x   0.99997816  =   0.99972460
 PV0464!UTM  13      -   0.99974643  x   0.99962409  =   0.99937062
 PV0464
 PV0464                          SUPERSEDED SURVEY CONTROL
 PV0464
 PV0464  NAD 83(1986)-  44 34 39.99166(N)    104 26 33.10028(W) AD(       ) 2
 PV0464  NAD 27      -  44 34 40.05300(N)    104 26 31.27500(W) AD(       ) 2
 PV0464  NGVD 29 (07/19/86) 1630.66   (m)         5349.9    (f) LEVELING    3  
 PV0464
 PV0464.Superseded values are not recommended for survey control.
 PV0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0464.See file dsdata.txt to determine how the superseded data were derived.
 PV0464
 PV0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK4425936200(NAD 83)
 PV0464_MARKER: DB = BENCH MARK DISK
 PV0464_SETTING: 80 = SET IN A BOULDER
 PV0464_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PV0464
 PV0464  HISTORY     - Date     Condition        Report By
 PV0464  HISTORY     - 1949     MONUMENTED       USGS
 PV0464
 PV0464                          STATION DESCRIPTION
 PV0464
 PV0464'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 PV0464'THE STATION CAN BE REACHED FROM THE POST OFFICE IN SUNDANCE
 PV0464'BY GOING WEST ONE BLOCK, THEN NORTH ONE BLOCK TO A ROAD TO
 PV0464'THE LEFT (WEST) AND A FOREST SERVICE SIGN, WARREN PEAK L.O.,
 PV0464'ETC.).  TURN LEFT AND FOLLOW THE MAIN TRAVELED GRADED ROAD
 PV0464'WEST AND NORTHWEST FOR 7.3 MILES TO A FORK.  TAKE THE LEFT
 PV0464'FORK, NORTHWESTERLY FOR 0.5 MILE TO ANOTHER FORK THAT IS
 PV0464'ABOUT 0.3 MILE SOUTHEAST OF THE WARREN PEAK L.O.  TAKE THE
 PV0464'RIGHT FORK FOR 5.5 MILES TO A SIGN ON THE LEFT, BLACKTAIL
 PV0464'TRAIL 1, WINCHESTER TRAIL 3, AND A SIGN ON THE RIGHT REFERING
 PV0464'TO TOGUS SPRINGS.  CONTINUE ON THE MAIN TRAVELED ROAD IN A
 PV0464'NORTHERLY DIRECTION FOR 3.1 MILES TO A GRASSY OPENING ON
 PV0464'THE LEFT, ABOUT 0.1 MILE AFTER PASSING THE ENTRANCE TO A
 PV0464'RANCH, AND THE STATION ON THE LEFT.  CONTINUE FOR ABOUT 0.1 MILE
 PV0464'TO A SIGN, GRIFFIS RANCH 3, A TRACK ROAD TO THE LEFT, AND THE USGS
 PV0464'BENCH MARK.
 PV0464'
 PV0464'USGS BM 5345 IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 PV0464'DISK THAT IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 PV0464'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PV0464'IT IS 45 FEET WEST OF A WIRE FENCE, 30 FEET NORTH OF A SIGN
 PV0464'POST, AND 15 FEET WEST OF THE CENTER OF THE ROAD.  THIS MARK
 PV0464'IS AT AN INTERSECTION OF ROADS AND CAN WELL BE USED FOR
 PV0464'PICTURE POINT CONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0141 ***********************************************************************
 NR0141  DESIGNATION -  5355
 NR0141  PID         -  NR0141
 NR0141  STATE/COUNTY-  WY/NATRONA
 NR0141  USGS QUAD   -  ALCOVA (1984)
 NR0141
 NR0141                         *CURRENT SURVEY CONTROL
 NR0141  ___________________________________________________________________
 NR0141* NAD 83(1986)-  42 33 04.     (N)    106 43 00.     (W)     SCALED    
 NR0141* NAVD 88     -      1633.444  (meters)    5359.06   (feet)  ADJUSTED  
 NR0141  ___________________________________________________________________
 NR0141  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 NR0141  DYNAMIC HT  -        1632.366 (meters)    5355.52  (feet)  COMP
 NR0141  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 NR0141
 NR0141  VERT ORDER  -  FIRST     CLASS II
 NR0141
 NR0141.The horizontal coordinates were scaled from a topographic map and have
 NR0141.an estimated accuracy of +/- 6 seconds.
 NR0141
 NR0141.The orthometric height was determined by differential leveling
 NR0141.and adjusted by the National Geodetic Survey in June 1991..
 NR0141
 NR0141.The geoid height was determined by GEOID03.
 NR0141
 NR0141.The dynamic height is computed by dividing the NAVD 88
 NR0141.geopotential number by the normal gravity value computed on the
 NR0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0141.degrees latitude (g = 980.6199 gals.).
 NR0141
 NR0141.The modeled gravity was interpolated from observed gravity values.
 NR0141
 NR0141;                    North         East    Units  Estimated Accuracy
 NR0141;SPC WYEC     -   327,980.      450,650.      MT  (+/- 180 meters Scaled)
 NR0141
 NR0141                          SUPERSEDED SURVEY CONTROL
 NR0141
 NR0141  NGVD 29 (??/??/92) 1632.537  (m)         5356.08   (f) ADJ UNCH    1 2
 NR0141
 NR0141.Superseded values are not recommended for survey control.
 NR0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0141.See file dsdata.txt to determine how the superseded data were derived.
 NR0141
 NR0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH590123(NAD 83)
 NR0141_MARKER: DD = SURVEY DISK
 NR0141_SETTING: 80 = SET IN A BOULDER
 NR0141_SP_SET: BOULDER
 NR0141_STAMPING: 5355
 NR0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0141+STABILITY: SURFACE MOTION
 NR0141
 NR0141  HISTORY     - Date     Condition        Report By
 NR0141  HISTORY     - UNK      MONUMENTED       USGS
 NR0141  HISTORY     - 1959     GOOD             NGS
 NR0141  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0141
 NR0141                          STATION DESCRIPTION
 NR0141
 NR0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0141'29.9 MI SW FROM CASPER.
 NR0141'29.9 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0141'CASPER, NATRONA COUNTY, THENCE 0.8 MILE SOUTH ALONG THE ALCOVA ROAD.
 NR0141'AT ALCOVA, 150 FEET NORTH OF THE NORTHEAST CORNER OF A WOODEN BRIDGE
 NR0141'OVER NORTH PLATTE RIVER, 140 FEET SOUTHWEST OF THE CORNER OF A
 NR0141'CONCRETE STORE BUILDING, 50 FEET WEST OF THE CENTER LINE OF THE ROAD,
 NR0141'AND IN THE TOP OF A GRANITE BOULDER.  A UNITED STATES GEOLOGICAL
 NR0141'SURVEY STANDARD DISK, STAMPED 5355.
 NR0141
 NR0141                          STATION RECOVERY (1982)
 NR0141
 NR0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0140 ***********************************************************************
 NR0140  DESIGNATION -  5366
 NR0140  PID         -  NR0140
 NR0140  STATE/COUNTY-  WY/NATRONA
 NR0140  USGS QUAD   -  ALCOVA (1984)
 NR0140
 NR0140                         *CURRENT SURVEY CONTROL
 NR0140  ___________________________________________________________________
 NR0140* NAD 83(1986)-  42 33 15.     (N)    106 43 01.     (W)     SCALED    
 NR0140* NAVD 88     -      1635.834  (meters)    5366.90   (feet)  ADJUSTED  
 NR0140  ___________________________________________________________________
 NR0140  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NR0140  DYNAMIC HT  -        1634.755 (meters)    5363.36  (feet)  COMP
 NR0140  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 NR0140
 NR0140  VERT ORDER  -  FIRST     CLASS II
 NR0140
 NR0140.The horizontal coordinates were scaled from a topographic map and have
 NR0140.an estimated accuracy of +/- 6 seconds.
 NR0140
 NR0140.The orthometric height was determined by differential leveling
 NR0140.and adjusted by the National Geodetic Survey in June 1991..
 NR0140
 NR0140.The geoid height was determined by GEOID03.
 NR0140
 NR0140.The dynamic height is computed by dividing the NAVD 88
 NR0140.geopotential number by the normal gravity value computed on the
 NR0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0140.degrees latitude (g = 980.6199 gals.).
 NR0140
 NR0140.The modeled gravity was interpolated from observed gravity values.
 NR0140
 NR0140;                    North         East    Units  Estimated Accuracy
 NR0140;SPC WYEC     -   328,310.      450,620.      MT  (+/- 180 meters Scaled)
 NR0140
 NR0140                          SUPERSEDED SURVEY CONTROL
 NR0140
 NR0140  NGVD 29 (??/??/92) 1634.928  (m)         5363.93   (f) ADJ UNCH    1 2
 NR0140
 NR0140.Superseded values are not recommended for survey control.
 NR0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0140.See file dsdata.txt to determine how the superseded data were derived.
 NR0140
 NR0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH590127(NAD 83)
 NR0140_MARKER: P = PIPE CAP
 NR0140_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NR0140_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NR0140_STAMPING: 5366 ADJ 1903 TO 5363
 NR0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0140
 NR0140  HISTORY     - Date     Condition        Report By
 NR0140  HISTORY     - 1903     MONUMENTED       USGS
 NR0140  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0140
 NR0140                          STATION DESCRIPTION
 NR0140
 NR0140'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 NR0140'29.9 MI SW FROM CASPER.
 NR0140'29.9 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0140'CASPER, NATRONA COUNTY, THENCE 0.6 MILE SOUTH ALONG THE ALCOVA ROAD.
 NR0140'AT ALCOVA, 0.2 MILE NORTH OF A STORE, AND 56 FEET EAST OF THE CENTER
 NR0140'LINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 NR0140'STAMPED 5366 ADJ 1903 TO 5363 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 NR0140'IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
 NR0140
 NR0140                          STATION RECOVERY (1982)
 NR0140
 NR0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0525 ***********************************************************************
 PV0525  DESIGNATION -  5372=MISSOURI BUTTE
 PV0525  PID         -  PV0525
 PV0525  STATE/COUNTY-  WY/CROOK
 PV0525  USGS QUAD   -  MISSOURI BUTTES (1984)
 PV0525
 PV0525                         *CURRENT SURVEY CONTROL
 PV0525  ___________________________________________________________________
 PV0525* NAD 83(1993)-  44 37 09.82001(N)    104 46 50.64817(W)     ADJUSTED  
 PV0525* NAVD 88     -      1638.7    (meters)    5376.     (feet)  VERTCON   
 PV0525  ___________________________________________________________________
 PV0525  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 PV0525  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 PV0525
 PV0525  HORZ ORDER  -  SECOND
 PV0525
 PV0525.The horizontal coordinates were established by classical geodetic methods
 PV0525.and adjusted by the National Geodetic Survey in January 1998..
 PV0525
 PV0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0525
 PV0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0525
 PV0525.The geoid height was determined by GEOID03.
 PV0525
 PV0525;                    North         East     Units Scale Factor Converg.
 PV0525;SPC WY E     -   457,643.525   230,628.313   MT  0.99994903   +0 16 15.9
 PV0525;UTM  13      - 4,940,694.742   517,395.416   MT  0.99960372   +0 09 14.4
 PV0525
 PV0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0525!SPC WY E     -   0.99974532  x   0.99994903  =   0.99969436
 PV0525!UTM  13      -   0.99974532  x   0.99960372  =   0.99934914
 PV0525
 PV0525:                Primary Azimuth Mark                     Grid Az
 PV0525:SPC WY E     -  MISSOURI BUTTE AZ MK                     048 16 19.9
 PV0525:UTM  13      -  MISSOURI BUTTE AZ MK                     048 23 21.4
 PV0525
 PV0525|---------------------------------------------------------------------|
 PV0525| PID    Reference Object                     Distance      Geod. Az  |
 PV0525|                                                           dddmmss.s |
 PV0525| CQ3513 MISSOURI BUTTE AZ MK                               0483235.8 |
 PV0525| PV0523 DEVILS TOWER TOP CENTER             APPROX. 6.1 KM 1213658.7 |
 PV0525| CQ3514 MISSOURI BUTTE RM 1                   4.069 METERS 16650     |
 PV0525| CQ3515 MISSOURI BUTTE RM 2                   4.716 METERS 27621     |
 PV0525|---------------------------------------------------------------------|
 PV0525
 PV0525                          SUPERSEDED SURVEY CONTROL
 PV0525
 PV0525  NAD 83(1993)-  44 37 09.81993(N)    104 46 50.64810(W) AD(       ) 2
 PV0525  NAD 83(1986)-  44 37 09.80677(N)    104 46 50.63188(W) AD(       ) 2
 PV0525  NAD 27      -  44 37 09.86600(N)    104 46 48.74600(W) AD(       ) 2
 PV0525  NGVD 29 (07/19/86) 1638.1    (m)         5374.     (f) VERT ANG       
 PV0525
 PV0525.Superseded values are not recommended for survey control.
 PV0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0525.See file dsdata.txt to determine how the superseded data were derived.
 PV0525
 PV0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK1739540695(NAD 83)
 PV0525_MARKER: DD = SURVEY DISK
 PV0525_SETTING: 66 = SET IN ROCK OUTCROP
 PV0525
 PV0525  HISTORY     - Date     Condition        Report By
 PV0525  HISTORY     - 1949     MONUMENTED       USGS
 PV0525  HISTORY     - 1953     GOOD             USGS
 PV0525
 PV0525                          STATION DESCRIPTION
 PV0525
 PV0525'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (VRS)
 PV0525'THE STATION IS LOCATED ON THE NORTHWESTERN ONE AND THE HIGHEST
 PV0525'OF FOUR PROMINENT BUTTES, ON THE DIVIDE BETWEEN THE BELLE FOURCHE
 PV0525'AND LITTLE MISSOURI RIVERS, AT THE HEAD OF BARLOW CANYON AND
 PV0525'LAKE CREEK, ABOUT 4 MILES NORTHWEST OF THE DEVILS TOWER NATIONAL
 PV0525'MONUMENT, AND ON LAND OWNED BY MR. ERNEST C. BUNNEY.
 PV0525'
 PV0525'TO REACH THE STATION FROM THE STEEL BRIDGE OVER THE BELLE FOURCHE
 PV0525'RIVER IN THE SMALL SETTLEMENT OF HULETT, GO WESTERLY FOR 0.05
 PV0525'MILE TO A FORK.  BEAR LEFT, SOUTHWESTERLY AND FOLLOW THE MAIN
 PV0525'BLACK TOP ROAD FOR 9.4 MILES TO A FORK AND SIGN DEVILS TOWER,
 PV0525'BEAR RIGHT, NORTHWESTERLY, AND FOLLOW THE DEVILS TOWER ROAD FOR
 PV0525'2.9 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, WESTERLY,
 PV0525'AND GO ON THE MAIN GRAVELED ROAD FOR 0.25 MILE TO A FORK.
 PV0525'BEAR LEFT FOR 0.3 MILE TO A CATTLE GUARD, CROSS CATTLE GUARD
 PV0525'AND CONTINUE ON THE MAIN DIRT ROAD FOR 0.15 MILE TO A GATE,
 PV0525'GO THROUGH GATE AND CONTINUE WESTERLY ON THE MAIN DIRT ROAD
 PV0525'FOR 1 MILE TO A FORK AT A CUT BANK.  BEAR RIGHT,
 PV0525'NORTHWESTERLY, AND GO ON THE MAIN GRADED DIRT ROAD FOR 0.4
 PV0525'MILE TO A GATE, GO THROUGH GATE AND CONTINUE FOR 1.4 MILES
 PV0525'TO A GATE AT AN OLD FENCE CORNER, CONTINUE ON THE MAIN
 PV0525'DIRT ROAD FOR 0.8 MILE TO A FORK AND A GATE ON THE RIGHT.
 PV0525'BEAR LEFT, WESTERLY, ON THE SOUTHWEST SIDE OF FENCE FOR 0.6
 PV0525'MILE TO A GATE NEAR A FENCE CORNER, GO THROUGH GATE AND CONTINUE
 PV0525'ON THE MAIN TRACK ROAD FOR 0.4 MILE TO A FORK AND SOME OLD
 PV0525'RANCH BUILDINGS ON THE RIGHT.  BEAR LEFT, WESTERLY, AND
 PV0525'PROCEED ON THE MAIN TRACK ROAD FOR 0.2 MILE TO THE
 PV0525'AZIMUTH MARK ON THE RIGHT AS DESCRIBED BELOW, BEAR LEFT,
 PV0525'WEST-SOUTHWESTERLY ACROSS PASTURE LAND FOR ABOUT 0.35 MILE
 PV0525'TO THE BASE OF HILL AND END OF TRUCK TRAVEL.  PACK UP
 PV0525'STEEP HILL TO TOP AND STATION.  A 40-MINUTE CLIMB.
 PV0525'
 PV0525'THE STATION MARK IS A STANDARD USGS DISK SET IN A DRILL HOLE
 PV0525'IN OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE, AND IS STAMPED
 PV0525'5372 FEET, 1902.
 PV0525'
 PV0525'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PV0525'OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE, AND IS STAMPED
 PV0525'MISSOURI BUTTE USGS NO 1 1949.
 PV0525'
 PV0525'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 PV0525'IN OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE, AND IS STAMPED
 PV0525'MISSOURI BUTTE USGS NO 2 1949.
 PV0525'
 PV0525'THE AZIMUTH MARK IS 14 FEET NORTH OF THE APPROXIMATE CENTERLINE
 PV0525'OF A TRACK, AND 2.5 FEET SOUTH OF A WITNESS POST.  THE MARK
 PV0525'IS A STANDARD DISK CEMENTED IN THE TOP OF A 4-INCH COMPOSITION
 PV0525'SOIL PIPE, PROJECTING 6 INCHES, AND THE DISK IS STAMPED MISSOURI
 PV0525'BUTTE USGS 1949.
 PV0525
 PV0525                          STATION RECOVERY (1953)
 PV0525
 PV0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JCD)
 PV0525'STATION MARK--A STANDARD USGS TABLET, SET IN A DRILL HOLE IN
 PV0525'OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE, STAMPED ---5372 FEET,
 PV0525'1902---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0801 ***********************************************************************
 PY0801  DESIGNATION -  54 MDC
 PY0801  PID         -  PY0801
 PY0801  STATE/COUNTY-  WY/TETON
 PY0801  USGS QUAD   -  WEST THUMB (1986)
 PY0801
 PY0801                         *CURRENT SURVEY CONTROL
 PY0801  ___________________________________________________________________
 PY0801* NAD 83(1986)-  44 24 50.     (N)    110 34 45.     (W)     SCALED    
 PY0801* NAVD 88     -      2380.150  (meters)    7808.88   (feet)  ADJUSTED  
 PY0801  ___________________________________________________________________
 PY0801  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 PY0801  DYNAMIC HT  -        2378.546 (meters)    7803.61  (feet)  COMP
 PY0801  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 PY0801
 PY0801  VERT ORDER  -  FIRST     CLASS II
 PY0801
 PY0801.The horizontal coordinates were scaled from a topographic map and have
 PY0801.an estimated accuracy of +/- 6 seconds.
 PY0801
 PY0801.The orthometric height was determined by differential leveling
 PY0801.and adjusted by the National Geodetic Survey in June 1991..
 PY0801.WARNING-Repeat measurements at this control monument indicate possible
 PY0801.vertical movement.
 PY0801
 PY0801.The geoid height was determined by GEOID03.
 PY0801
 PY0801.The dynamic height is computed by dividing the NAVD 88
 PY0801.geopotential number by the normal gravity value computed on the
 PY0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0801.degrees latitude (g = 980.6199 gals.).
 PY0801
 PY0801.The modeled gravity was interpolated from observed gravity values.
 PY0801
 PY0801;                    North         East    Units  Estimated Accuracy
 PY0801;SPC WY W     -   534,860.      760,510.      MT  (+/- 180 meters Scaled)
 PY0801
 PY0801                          SUPERSEDED SURVEY CONTROL
 PY0801
 PY0801  NGVD 29 (08/20/92) 2378.755  (m)         7804.30   (f) ADJUSTED    1 2
 PY0801
 PY0801.Superseded values are not recommended for survey control.
 PY0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0801.See file dsdata.txt to determine how the superseded data were derived.
 PY0801
 PY0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ335179(NAD 83)
 PY0801_MARKER: DB = BENCH MARK DISK
 PY0801_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0801_SP_SET: COPPER-CLAD STEEL ROD
 PY0801_STAMPING: 54 MDC 1976 7803
 PY0801_MARK LOGO: USGS  
 PY0801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0801
 PY0801  HISTORY     - Date     Condition        Report By
 PY0801  HISTORY     - 1976     MONUMENTED       USGS
 PY0801  HISTORY     - 1987     GOOD             NGS
 PY0801
 PY0801                          STATION DESCRIPTION
 PY0801
 PY0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0801'IN WEST THUMB.
 PY0801'IN WEST THUMB, AT THE INTERSECTION OF MADISON JUNCTION-WEST THUMB AND
 PY0801'WEST THUMB-LAKE JUNCTION HIGHWAYS, 14.1 M (46.3 FT) SOUTHWEST OF THE
 PY0801'CENTERLINE OF MADISON JUNCTION HIGHWAY, 5.5 M (18.0 FT) SOUTHWEST OF
 PY0801'THE NORTHWEST LEG OF A PARK INFORMATION SIGN, AND 1.0 M (3.3 FT)
 PY0801'NORTHWEST OF THE EXTENDED CENTER OF OF LAKE JUNCTION HIGHWAY.
 PY0801'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0801'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0766 ***********************************************************************
 NQ0766  DESIGNATION -  54 SJS
 NQ0766  PID         -  NQ0766
 NQ0766  STATE/COUNTY-  WY/NIOBRARA
 NQ0766  USGS QUAD   -  COOLEY DRAW (1970)
 NQ0766
 NQ0766                         *CURRENT SURVEY CONTROL
 NQ0766  ___________________________________________________________________
 NQ0766* NAD 83(1986)-  42 59 11.     (N)    104 48 44.     (W)     SCALED    
 NQ0766* NAVD 88     -      1533.821  (meters)    5032.21   (feet)  ADJUSTED  
 NQ0766  ___________________________________________________________________
 NQ0766  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 NQ0766  DYNAMIC HT  -        1532.965 (meters)    5029.40  (feet)  COMP
 NQ0766  MODELED GRAV-     980,007.4   (mgal)                       NAVD 88
 NQ0766
 NQ0766  VERT ORDER  -  THIRD
 NQ0766
 NQ0766.The horizontal coordinates were scaled from a topographic map and have
 NQ0766.an estimated accuracy of +/- 6 seconds.
 NQ0766
 NQ0766.The orthometric height was determined by differential leveling
 NQ0766.and adjusted by the National Geodetic Survey in December 1993..
 NQ0766
 NQ0766.The geoid height was determined by GEOID03.
 NQ0766
 NQ0766.The dynamic height is computed by dividing the NAVD 88
 NQ0766.geopotential number by the normal gravity value computed on the
 NQ0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0766.degrees latitude (g = 980.6199 gals.).
 NQ0766
 NQ0766.The modeled gravity was interpolated from observed gravity values.
 NQ0766
 NQ0766;                    North         East    Units  Estimated Accuracy
 NQ0766;SPC WY E     -   276,200.      228,910.      MT  (+/- 180 meters Scaled)
 NQ0766
 NQ0766                          SUPERSEDED SURVEY CONTROL
 NQ0766
 NQ0766.No superseded survey control is available for this station.
 NQ0766
 NQ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH153593(NAD 83)
 NQ0766_MARKER: DB = BENCH MARK DISK
 NQ0766_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0766+WITH SETTING: INFORMATION.
 NQ0766_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0766_STAMPING: 54 SJS 1970
 NQ0766_MARK LOGO: USGS  
 NQ0766_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0766
 NQ0766  HISTORY     - Date     Condition        Report By
 NQ0766  HISTORY     - 1970     MONUMENTED       USGS
 NQ0766
 NQ0766                          STATION DESCRIPTION
 NQ0766
 NQ0766'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0766'FROM THE TOM BOWER RANCH HEADQUARTERS, PROCEED 5.0 MILES (8.0 KM)
 NQ0766'WESTERLY ALONG A PRIVATE ROAD LEADING TO THE BOB MANNING RANCH, IN THE
 NQ0766'S 1/2 OF S.20, T.35 N., R.66 W., NEAR A 1/4 CORNER, 50 FEET (15.2 M)
 NQ0766'NORTH AND 29 FEET (8.8 M) EAST OF A COUNTY ROAD CROSSING, ENCASED IN A
 NQ0766'6-INCH WHITE PLASTIC PIPE, PROJECTING 0.3 FOOT, AND SET ON A
 NQ0766'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0191 ***********************************************************************
 PX0191  DESIGNATION -  5400.18
 PX0191  PID         -  PX0191
 PX0191  STATE/COUNTY-  WY/PARK
 PX0191  USGS QUAD   -  CASTLE ROCK CREEK (1987)
 PX0191
 PX0191                         *CURRENT SURVEY CONTROL
 PX0191  ___________________________________________________________________
 PX0191* NAD 83(1986)-  44 29 28.     (N)    109 18 40.     (W)     SCALED    
 PX0191* NAVD 88     -      1649.607  (meters)    5412.09   (feet)  ADJUSTED  
 PX0191  ___________________________________________________________________
 PX0191  GEOID HEIGHT-          -9.88  (meters)                     GEOID03
 PX0191  DYNAMIC HT  -        1648.759 (meters)    5409.30  (feet)  COMP
 PX0191  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 PX0191
 PX0191  VERT ORDER  -  SECOND    CLASS 0
 PX0191
 PX0191.The horizontal coordinates were scaled from a topographic map and have
 PX0191.an estimated accuracy of +/- 6 seconds.
 PX0191
 PX0191.The orthometric height was determined by differential leveling
 PX0191.and adjusted by the National Geodetic Survey in June 1991..
 PX0191
 PX0191.The geoid height was determined by GEOID03.
 PX0191
 PX0191.The dynamic height is computed by dividing the NAVD 88
 PX0191.geopotential number by the normal gravity value computed on the
 PX0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0191.degrees latitude (g = 980.6199 gals.).
 PX0191
 PX0191.The modeled gravity was interpolated from observed gravity values.
 PX0191
 PX0191;                    North         East    Units  Estimated Accuracy
 PX0191;SPC WYWC     -   443,470.      555,370.      MT  (+/- 180 meters Scaled)
 PX0191
 PX0191                          SUPERSEDED SURVEY CONTROL
 PX0191
 PX0191  NGVD 29 (??/??/92) 1648.503  (m)         5408.46   (f) ADJ UNCH    2 0
 PX0191
 PX0191.Superseded values are not recommended for survey control.
 PX0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0191.See file dsdata.txt to determine how the superseded data were derived.
 PX0191
 PX0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ342278(NAD 83)
 PX0191_MARKER: DD = SURVEY DISK
 PX0191_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PX0191_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PX0191_STAMPING: 5400.18 1929
 PX0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0191
 PX0191  HISTORY     - Date     Condition        Report By
 PX0191  HISTORY     - 1929     MONUMENTED       BPR
 PX0191
 PX0191                          STATION DESCRIPTION
 PX0191
 PX0191'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1929
 PX0191'13.7 MI W FROM CODY.
 PX0191'ABOUT 13.7 MILES WEST ALONG U.S. HIGHWAY 20 FROM CODY, PARK COUNTY, 30
 PX0191'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER
 PX0191'THAN THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 PX0191'DISK, STAMPED 5400.18 1929 AND SET IN THE TOP OF A 2-INCH IRON PIPE
 PX0191'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0190 ***********************************************************************
 PX0190  DESIGNATION -  5404
 PX0190  PID         -  PX0190
 PX0190  STATE/COUNTY-  WY/PARK
 PX0190  USGS QUAD   -  CASTLE ROCK CREEK (1987)
 PX0190
 PX0190                         *CURRENT SURVEY CONTROL
 PX0190  ___________________________________________________________________
 PX0190* NAD 83(1986)-  44 29 38.     (N)    109 18 11.     (W)     SCALED    
 PX0190* NAVD 88     -      1648.065  (meters)    5407.03   (feet)  ADJUSTED  
 PX0190  ___________________________________________________________________
 PX0190  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 PX0190  DYNAMIC HT  -        1647.215 (meters)    5404.24  (feet)  COMP
 PX0190  MODELED GRAV-     980,044.3   (mgal)                       NAVD 88
 PX0190
 PX0190  VERT ORDER  -  SECOND    CLASS 0
 PX0190
 PX0190.The horizontal coordinates were scaled from a topographic map and have
 PX0190.an estimated accuracy of +/- 6 seconds.
 PX0190
 PX0190.The orthometric height was determined by differential leveling
 PX0190.and adjusted by the National Geodetic Survey in June 1991..
 PX0190
 PX0190.The geoid height was determined by GEOID03.
 PX0190
 PX0190.The dynamic height is computed by dividing the NAVD 88
 PX0190.geopotential number by the normal gravity value computed on the
 PX0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0190.degrees latitude (g = 980.6199 gals.).
 PX0190
 PX0190.The modeled gravity was interpolated from observed gravity values.
 PX0190
 PX0190;                    North         East    Units  Estimated Accuracy
 PX0190;SPC WYWC     -   443,770.      556,010.      MT  (+/- 180 meters Scaled)
 PX0190
 PX0190                          SUPERSEDED SURVEY CONTROL
 PX0190
 PX0190  NGVD 29 (??/??/92) 1646.956  (m)         5403.39   (f) ADJ UNCH    2 0
 PX0190
 PX0190.Superseded values are not recommended for survey control.
 PX0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0190.See file dsdata.txt to determine how the superseded data were derived.
 PX0190
 PX0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ349281(NAD 83)
 PX0190_MARKER: DD = SURVEY DISK
 PX0190_SETTING: 80 = SET IN A BOULDER
 PX0190_STAMPING: 5404
 PX0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0190+STABILITY: SURFACE MOTION
 PX0190
 PX0190  HISTORY     - Date     Condition        Report By
 PX0190  HISTORY     - UNK      MONUMENTED       USGS
 PX0190  HISTORY     - 1934     GOOD             NGS
 PX0190
 PX0190                          STATION DESCRIPTION
 PX0190
 PX0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0190'14.7 MI W FROM CODY.
 PX0190'14.7 MILES WEST ALONG THE CODY-EAST ENTRANCE ROAD FROM CODY, PARK
 PX0190'COUNTY, 100 FEET EAST OF THE GATE AT THE RESIDENCE OF GEORGE LOGAN, 20
 PX0190'FEET NORTH OF THE ROAD, 3 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF
 PX0190'A SMALL SANDSTONE BOULDER.  A U. S. GEOLOGICAL SURVEY STANDARD DISK,
 PX0190'STAMPED 5404.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0768 ***********************************************************************
 NQ0768  DESIGNATION -  55 SJS
 NQ0768  PID         -  NQ0768
 NQ0768  STATE/COUNTY-  WY/NIOBRARA
 NQ0768  USGS QUAD   -  COOLEY DRAW (1970)
 NQ0768
 NQ0768                         *CURRENT SURVEY CONTROL
 NQ0768  ___________________________________________________________________
 NQ0768* NAD 83(1986)-  42 59 59.     (N)    104 50 31.     (W)     SCALED    
 NQ0768* NAVD 88     -      1485.743  (meters)    4874.48   (feet)  ADJUSTED  
 NQ0768  ___________________________________________________________________
 NQ0768  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 NQ0768  DYNAMIC HT  -        1484.914 (meters)    4871.76  (feet)  COMP
 NQ0768  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 NQ0768
 NQ0768  VERT ORDER  -  THIRD
 NQ0768
 NQ0768.The horizontal coordinates were scaled from a topographic map and have
 NQ0768.an estimated accuracy of +/- 6 seconds.
 NQ0768
 NQ0768.The orthometric height was determined by differential leveling
 NQ0768.and adjusted by the National Geodetic Survey in December 1993..
 NQ0768
 NQ0768.The geoid height was determined by GEOID03.
 NQ0768
 NQ0768.The dynamic height is computed by dividing the NAVD 88
 NQ0768.geopotential number by the normal gravity value computed on the
 NQ0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0768.degrees latitude (g = 980.6199 gals.).
 NQ0768
 NQ0768.The modeled gravity was interpolated from observed gravity values.
 NQ0768
 NQ0768;                    North         East    Units  Estimated Accuracy
 NQ0768;SPC WY E     -   277,670.      226,480.      MT  (+/- 180 meters Scaled)
 NQ0768
 NQ0768                          SUPERSEDED SURVEY CONTROL
 NQ0768
 NQ0768.No superseded survey control is available for this station.
 NQ0768
 NQ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH128607(NAD 83)
 NQ0768_MARKER: DB = BENCH MARK DISK
 NQ0768_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0768+WITH SETTING: INFORMATION.
 NQ0768_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0768_STAMPING: 55 SJS 1970
 NQ0768_MARK LOGO: USGS  
 NQ0768_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0768
 NQ0768  HISTORY     - Date     Condition        Report By
 NQ0768  HISTORY     - 1970     MONUMENTED       USGS
 NQ0768
 NQ0768                          STATION DESCRIPTION
 NQ0768
 NQ0768'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0768'FROM THE BOB MANNING RANCH HEADQUARTERS, PROCEED 0.15 MILE (0.24 KM)
 NQ0768'NORTHEAST ALONG THE ROAD TO LANCE CREEK, THENCE 2.0 MILES (3.2 KM)
 NQ0768'SOUTHEAST ALONG A PRIVATE ROAD TO AN EAST-WEST ROAD CROSSING, THENCE
 NQ0768'3.1 MILES (5.0 KM) NORTHEAST ALONG A DIM ROAD, IN THE NE 1/4 OF S.24,
 NQ0768'T.35 N., R.67 W., ALTERNATIVELY, FROM THE TOM BOWER RANCH, 7.2 MILES
 NQ0768'(11.6 KM) WESTERLY ALONG A ROAD LEADING TO THE BOB MANNING RANCH, 18
 NQ0768'FEET (5.5 M) WEST OF A WIRE GATE, 1 FOOT (0.3 M) NORTH OF A FENCE,
 NQ0768'AND SET ON A COPPER-COATED ROD PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0049 ***********************************************************************
 NS0049  DESIGNATION -  5513
 NS0049  PID         -  NS0049
 NS0049  STATE/COUNTY-  WY/FREMONT
 NS0049  USGS QUAD   -  WOLF POINT (1991)
 NS0049
 NS0049                         *CURRENT SURVEY CONTROL
 NS0049  ___________________________________________________________________
 NS0049* NAD 83(1986)-  42 42 07.     (N)    108 39 31.     (W)     SCALED    
 NS0049* NAVD 88     -      1684.143  (meters)    5525.39   (feet)  ADJUSTED  
 NS0049  ___________________________________________________________________
 NS0049  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 NS0049  DYNAMIC HT  -        1683.007 (meters)    5521.67  (feet)  COMP
 NS0049  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 NS0049
 NS0049  VERT ORDER  -  FIRST     CLASS II
 NS0049
 NS0049.The horizontal coordinates were scaled from a topographic map and have
 NS0049.an estimated accuracy of +/- 6 seconds.
 NS0049
 NS0049.The orthometric height was determined by differential leveling
 NS0049.and adjusted by the National Geodetic Survey in June 1991..
 NS0049
 NS0049.The geoid height was determined by GEOID03.
 NS0049
 NS0049.The dynamic height is computed by dividing the NAVD 88
 NS0049.geopotential number by the normal gravity value computed on the
 NS0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0049.degrees latitude (g = 980.6199 gals.).
 NS0049
 NS0049.The modeled gravity was interpolated from observed gravity values.
 NS0049
 NS0049;                    North         East    Units  Estimated Accuracy
 NS0049;SPC WYWC     -   244,550.      607,490.      MT  (+/- 180 meters Scaled)
 NS0049
 NS0049                          SUPERSEDED SURVEY CONTROL
 NS0049
 NS0049  NGVD 29 (??/??/92) 1683.122  (m)         5522.04   (f) ADJ UNCH    1 2
 NS0049
 NS0049.Superseded values are not recommended for survey control.
 NS0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0049.See file dsdata.txt to determine how the superseded data were derived.
 NS0049
 NS0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN917303(NAD 83)
 NS0049_MARKER: P = PIPE CAP
 NS0049_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0049_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0049_STAMPING: 5513 RL
 NS0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0049
 NS0049  HISTORY     - Date     Condition        Report By
 NS0049  HISTORY     - UNK      MONUMENTED       USGS
 NS0049  HISTORY     - 1940     GOOD             NGS
 NS0049
 NS0049                          STATION DESCRIPTION
 NS0049
 NS0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NS0049'9.4 MI SW FROM LANDER.
 NS0049'9.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM LANDER, FREMONT
 NS0049'COUNTY, THENCE 3.0 MILES SOUTHWEST ALONG THE ROAD LEADING TO ATLANTIC
 NS0049'CITY.  AT THE CLARK RANCH IN 1933, 600 FEET NORTH OF THE HOUSE, AND 45
 NS0049'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD.  A UNITED STATES
 NS0049'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5513 RL AND RIVETED ON THE TOP
 NS0049'OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0110 ***********************************************************************
 OW0110  DESIGNATION -  5569
 OW0110  PID         -  OW0110
 OW0110  STATE/COUNTY-  WY/HOT SPRINGS
 OW0110  USGS QUAD   -  GRASS CREEK (1985)
 OW0110
 OW0110                         *CURRENT SURVEY CONTROL
 OW0110  ___________________________________________________________________
 OW0110* NAD 83(1986)-  43 56 13.     (N)    108 38 31.     (W)     SCALED    
 OW0110* NAVD 88     -      1697.966  (meters)    5570.74   (feet)  ADJUSTED  
 OW0110  ___________________________________________________________________
 OW0110  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 OW0110  DYNAMIC HT  -        1696.998 (meters)    5567.57  (feet)  COMP
 OW0110  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 OW0110
 OW0110  VERT ORDER  -  SECOND    CLASS 0
 OW0110
 OW0110.The horizontal coordinates were scaled from a topographic map and have
 OW0110.an estimated accuracy of +/- 6 seconds.
 OW0110
 OW0110.The orthometric height was determined by differential leveling
 OW0110.and adjusted by the National Geodetic Survey in June 1991..
 OW0110
 OW0110.The geoid height was determined by GEOID03.
 OW0110
 OW0110.The dynamic height is computed by dividing the NAVD 88
 OW0110.geopotential number by the normal gravity value computed on the
 OW0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0110.degrees latitude (g = 980.6199 gals.).
 OW0110
 OW0110.The modeled gravity was interpolated from observed gravity values.
 OW0110
 OW0110;                    North         East    Units  Estimated Accuracy
 OW0110;SPC WYWC     -   381,750.      608,680.      MT  (+/- 180 meters Scaled)
 OW0110
 OW0110                          SUPERSEDED SURVEY CONTROL
 OW0110
 OW0110  NGVD 29 (??/??/92) 1696.957  (m)         5567.43   (f) ADJ UNCH    2 0
 OW0110
 OW0110.Superseded values are not recommended for survey control.
 OW0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0110.See file dsdata.txt to determine how the superseded data were derived.
 OW0110
 OW0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP892675(NAD 83)
 OW0110_MARKER: P = PIPE CAP
 OW0110_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OW0110_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OW0110_STAMPING: 5569
 OW0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0110
 OW0110  HISTORY     - Date     Condition        Report By
 OW0110  HISTORY     - UNK      MONUMENTED       USGS
 OW0110  HISTORY     - 1934     GOOD             NGS
 OW0110
 OW0110                          STATION DESCRIPTION
 OW0110
 OW0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OW0110'46.2 MI NW FROM THERMOPOLIS.
 OW0110'ABOUT 46.2 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0110'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 0.6 MILE SOUTHEAST OF
 OW0110'THE POST OFFICE AT GRASS CREEK, ABOUT 175 FEET NORTHWEST OF A WOODEN
 OW0110'CULVERT, ABOUT 132 FEET SOUTHEAST OF A WIRE GATE IN THE RIGHT-OF-WAY
 OW0110'FENCE, 57 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 OW0110'SOUTHWEST OF THE CENTER LINE OF AN OLD ROAD, ABOUT 3 FEET HIGHER THAN
 OW0110'THE HIGHWAY, AND BETWEEN TWO 2-INCH IRON PIPES ABOUT 3 FEET HIGH. A
 OW0110'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5569 AND RIVETED
 OW0110'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE
 OW0110'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0771 ***********************************************************************
 NQ0771  DESIGNATION -  56 SJS
 NQ0771  PID         -  NQ0771
 NQ0771  STATE/COUNTY-  WY/NIOBRARA
 NQ0771  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0771
 NQ0771                         *CURRENT SURVEY CONTROL
 NQ0771  ___________________________________________________________________
 NQ0771* NAD 83(1986)-  42 58 27.     (N)    104 52 47.     (W)     SCALED    
 NQ0771* NAVD 88     -      1516.436  (meters)    4975.17   (feet)  ADJUSTED  
 NQ0771  ___________________________________________________________________
 NQ0771  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 NQ0771  DYNAMIC HT  -        1515.582 (meters)    4972.37  (feet)  COMP
 NQ0771  MODELED GRAV-     980,003.6   (mgal)                       NAVD 88
 NQ0771
 NQ0771  VERT ORDER  -  THIRD
 NQ0771
 NQ0771.The horizontal coordinates were scaled from a topographic map and have
 NQ0771.an estimated accuracy of +/- 6 seconds.
 NQ0771
 NQ0771.The orthometric height was determined by differential leveling
 NQ0771.and adjusted by the National Geodetic Survey in December 1993..
 NQ0771
 NQ0771.The geoid height was determined by GEOID03.
 NQ0771
 NQ0771.The dynamic height is computed by dividing the NAVD 88
 NQ0771.geopotential number by the normal gravity value computed on the
 NQ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0771.degrees latitude (g = 980.6199 gals.).
 NQ0771
 NQ0771.The modeled gravity was interpolated from observed gravity values.
 NQ0771
 NQ0771;                    North         East    Units  Estimated Accuracy
 NQ0771;SPC WY E     -   274,820.      223,410.      MT  (+/- 180 meters Scaled)
 NQ0771
 NQ0771                          SUPERSEDED SURVEY CONTROL
 NQ0771
 NQ0771.No superseded survey control is available for this station.
 NQ0771
 NQ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH098579(NAD 83)
 NQ0771_MARKER: DB = BENCH MARK DISK
 NQ0771_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0771+WITH SETTING: INFORMATION.
 NQ0771_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0771_STAMPING: 56 SJS 1970
 NQ0771_MARK LOGO: USGS  
 NQ0771_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0771
 NQ0771  HISTORY     - Date     Condition        Report By
 NQ0771  HISTORY     - 1970     MONUMENTED       USGS
 NQ0771
 NQ0771                          STATION DESCRIPTION
 NQ0771
 NQ0771'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0771'FROM THE BOB MANNING RANCH HEADQUARTERS, PROCEED 0.15 MILE (0.24 KM)
 NQ0771'NORTHEAST ALONG THE ROAD TO LANCE CREEK, THENCE 2.0 MILES (3.2 KM)
 NQ0771'SOUTHEAST ALONG A PRIVATE ROAD LEADING TO THE TOM BOWER RANCH, IN THE
 NQ0771'SE 1/4 OF S.27, T.35 N., R.67 W., 15 FEET (4.6 M) EAST AND 25 FEET
 NQ0771'(7.6 M) SOUTH OF AN EAST-WEST ROAD CROSSING, LEVEL WITH THE ROAD
 NQ0771'CROSSING, ENCASED IN A 6-INCH WHITE PLASTIC PIPE, PROJECTING 0.3
 NQ0771'FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0048 ***********************************************************************
 NS0048  DESIGNATION -  5629
 NS0048  PID         -  NS0048
 NS0048  STATE/COUNTY-  WY/FREMONT
 NS0048  USGS QUAD   -  WOLF POINT (1991)
 NS0048
 NS0048                         *CURRENT SURVEY CONTROL
 NS0048  ___________________________________________________________________
 NS0048* NAD 83(1986)-  42 40 49.     (N)    108 39 49.     (W)     SCALED    
 NS0048* NAVD 88     -      1719.604  (meters)    5641.73   (feet)  ADJUSTED  
 NS0048  ___________________________________________________________________
 NS0048  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 NS0048  DYNAMIC HT  -        1718.429 (meters)    5637.88  (feet)  COMP
 NS0048  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 NS0048
 NS0048  VERT ORDER  -  FIRST     CLASS II
 NS0048
 NS0048.The horizontal coordinates were scaled from a topographic map and have
 NS0048.an estimated accuracy of +/- 6 seconds.
 NS0048
 NS0048.The orthometric height was determined by differential leveling
 NS0048.and adjusted by the National Geodetic Survey in June 1991..
 NS0048
 NS0048.The geoid height was determined by GEOID03.
 NS0048
 NS0048.The dynamic height is computed by dividing the NAVD 88
 NS0048.geopotential number by the normal gravity value computed on the
 NS0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0048.degrees latitude (g = 980.6199 gals.).
 NS0048
 NS0048.The modeled gravity was interpolated from observed gravity values.
 NS0048
 NS0048;                    North         East    Units  Estimated Accuracy
 NS0048;SPC WYWC     -   242,140.      607,080.      MT  (+/- 180 meters Scaled)
 NS0048
 NS0048                          SUPERSEDED SURVEY CONTROL
 NS0048
 NS0048  NGVD 29 (??/??/92) 1718.570  (m)         5638.34   (f) ADJ UNCH    1 2
 NS0048
 NS0048.Superseded values are not recommended for survey control.
 NS0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0048.See file dsdata.txt to determine how the superseded data were derived.
 NS0048
 NS0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN914279(NAD 83)
 NS0048_MARKER: DD = SURVEY DISK
 NS0048_SETTING: 66 = SET IN ROCK OUTCROP
 NS0048_SP_SET: ROCK OUTCROP
 NS0048_STAMPING: 5629 RL
 NS0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0048+STABILITY: POSITION/ELEVATION WELL
 NS0048
 NS0048  HISTORY     - Date     Condition        Report By
 NS0048  HISTORY     - UNK      MONUMENTED       USGS
 NS0048  HISTORY     - 1940     GOOD             NGS
 NS0048
 NS0048                          STATION DESCRIPTION
 NS0048
 NS0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NS0048'9.4 MI SE FROM LANDER.
 NS0048'9.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM LANDER, FREMONT
 NS0048'COUNTY, THENCE 4.8 MILES SOUTHWEST ALONG THE ROAD LEADING TO ATLANTIC
 NS0048'CITY.  0.5 MILE SOUTHWEST OF A BRIDGE OVER LITTLE POPO AGIE RIVER, 220
 NS0048'FEET NORTHEAST OF A ROAD INTERSECTION, 150 FEET NORTHWEST OF A CABIN,
 NS0048'IN THE FACE OF A ROCK OUTCROP, AND ABOUT 12 FEET HIGHER THAN THE ROAD.
 NS0048'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5629 RL AND
 NS0048'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0252 ***********************************************************************
 PW0252  DESIGNATION -  5657.16
 PW0252  PID         -  PW0252
 PW0252  STATE/COUNTY-  WY/SHERIDAN
 PW0252  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0252
 PW0252                         *CURRENT SURVEY CONTROL
 PW0252  ___________________________________________________________________
 PW0252* NAD 83(1986)-  44 49 43.     (N)    107 19 43.     (W)     SCALED    
 PW0252* NAVD 88     -      1724.847  (meters)    5658.94   (feet)  ADJUSTED  
 PW0252  ___________________________________________________________________
 PW0252  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 PW0252  DYNAMIC HT  -        1724.129 (meters)    5656.58  (feet)  COMP
 PW0252  MODELED GRAV-     980,138.1   (mgal)                       NAVD 88
 PW0252
 PW0252  VERT ORDER  -  SECOND    CLASS 0
 PW0252
 PW0252.The horizontal coordinates were scaled from a topographic map and have
 PW0252.an estimated accuracy of +/- 6 seconds.
 PW0252
 PW0252.The orthometric height was determined by differential leveling
 PW0252.and adjusted by the National Geodetic Survey in June 1991..
 PW0252
 PW0252.The geoid height was determined by GEOID03.
 PW0252
 PW0252.The dynamic height is computed by dividing the NAVD 88
 PW0252.geopotential number by the normal gravity value computed on the
 PW0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0252.degrees latitude (g = 980.6199 gals.).
 PW0252
 PW0252.The modeled gravity was interpolated from observed gravity values.
 PW0252
 PW0252;                    North         East    Units  Estimated Accuracy
 PW0252;SPC WYEC     -   580,820.      400,370.      MT  (+/- 180 meters Scaled)
 PW0252
 PW0252                          SUPERSEDED SURVEY CONTROL
 PW0252
 PW0252  NGVD 29 (??/??/92) 1724.045  (m)         5656.30   (f) ADJ UNCH    2 0
 PW0252
 PW0252.Superseded values are not recommended for survey control.
 PW0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0252.See file dsdata.txt to determine how the superseded data were derived.
 PW0252
 PW0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK159665(NAD 83)
 PW0252_MARKER: DD = SURVEY DISK
 PW0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0252_SP_SET: CULVERT
 PW0252_STAMPING: 5657.16 62
 PW0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0252
 PW0252  HISTORY     - Date     Condition        Report By
 PW0252  HISTORY     - UNK      MONUMENTED       BPR
 PW0252  HISTORY     - 1966     GOOD             NGS
 PW0252
 PW0252                          STATION DESCRIPTION
 PW0252
 PW0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0252'7.65 MI SW FROM DAYTON.
 PW0252'7.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0252'DAYTON, IN THE TOP AND 0.6 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 PW0252'NORTHWEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 26 1/2 FEET
 PW0252'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET NORTH AND ACROSS
 PW0252'THE HIGHWAY FROM THE SOUTHWEST END OF A METAL GUARDRAIL, AND ABOUT 1
 PW0252'FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0080 ***********************************************************************
 PX0080  DESIGNATION -  5682
 PX0080  PID         -  PX0080
 PX0080  STATE/COUNTY-  WY/PARK
 PX0080  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0080
 PX0080                         *CURRENT SURVEY CONTROL
 PX0080  ___________________________________________________________________
 PX0080* NAD 83(1986)-  44 11 17.     (N)    108 52 18.     (W)     SCALED    
 PX0080* NAVD 88     -      1735.697  (meters)    5694.53   (feet)  ADJUSTED  
 PX0080  ___________________________________________________________________
 PX0080  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 PX0080  DYNAMIC HT  -        1734.715 (meters)    5691.31  (feet)  COMP
 PX0080  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 PX0080
 PX0080  VERT ORDER  -  SECOND    CLASS 0
 PX0080
 PX0080.The horizontal coordinates were scaled from a topographic map and have
 PX0080.an estimated accuracy of +/- 6 seconds.
 PX0080
 PX0080.The orthometric height was determined by differential leveling
 PX0080.and adjusted by the National Geodetic Survey in June 1991..
 PX0080
 PX0080.The geoid height was determined by GEOID03.
 PX0080
 PX0080.The dynamic height is computed by dividing the NAVD 88
 PX0080.geopotential number by the normal gravity value computed on the
 PX0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0080.degrees latitude (g = 980.6199 gals.).
 PX0080
 PX0080.The modeled gravity was interpolated from observed gravity values.
 PX0080
 PX0080;                    North         East    Units  Estimated Accuracy
 PX0080;SPC WYWC     -   409,650.      590,270.      MT  (+/- 180 meters Scaled)
 PX0080
 PX0080                          SUPERSEDED SURVEY CONTROL
 PX0080
 PX0080  NGVD 29 (??/??/92) 1734.610  (m)         5690.97   (f) ADJ UNCH    2 0
 PX0080
 PX0080.Superseded values are not recommended for survey control.
 PX0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0080.See file dsdata.txt to determine how the superseded data were derived.
 PX0080
 PX0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP700949(NAD 83)
 PX0080_MARKER: P = PIPE CAP
 PX0080_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PX0080_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PX0080_STAMPING: 5682
 PX0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0080
 PX0080  HISTORY     - Date     Condition        Report By
 PX0080  HISTORY     - UNK      MONUMENTED       USGS
 PX0080  HISTORY     - 1934     GOOD             NGS
 PX0080
 PX0080                          STATION DESCRIPTION
 PX0080
 PX0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0080'2.7 MI NW FROM MEETEETSE.
 PX0080'ABOUT 2.7 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0080'AT MEETEETSE, PARK COUNTY, ABOUT 0.2 MILE NORTH OF A BRIDGE OVER
 PX0080'MEETEETSE CREEK, ABOUT 0.1 MILE SOUTH OF THE ENTRANCE TO A COAL MINE,
 PX0080'82 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET EAST OF A ROW
 PX0080'OF POLES, 49 FEET WEST OF A NORTH-AND-SOUTH FENCE, AND ABOUT 1 FOOT
 PX0080'LOWER THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 PX0080'CAP, STAMPED 5682 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0685 ***********************************************************************
 MO0685  DESIGNATION -  57
 MO0685  PID         -  MO0685
 MO0685  STATE/COUNTY-  WY/ALBANY
 MO0685  USGS QUAD   -  BOSLER (1981)
 MO0685
 MO0685                         *CURRENT SURVEY CONTROL
 MO0685  ___________________________________________________________________
 MO0685* NAD 83(1986)-  41 30 11.     (N)    105 39 05.     (W)     SCALED    
 MO0685* NAVD 88     -      2167.651  (meters)    7111.70   (feet)  ADJUSTED  
 MO0685  ___________________________________________________________________
 MO0685  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 MO0685  DYNAMIC HT  -        2165.825 (meters)    7105.71  (feet)  COMP
 MO0685  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 MO0685
 MO0685  VERT ORDER  -  FIRST     CLASS II
 MO0685
 MO0685.The horizontal coordinates were scaled from a topographic map and have
 MO0685.an estimated accuracy of +/- 6 seconds.
 MO0685
 MO0685.The orthometric height was determined by differential leveling
 MO0685.and adjusted by the National Geodetic Survey in June 1991..
 MO0685
 MO0685.The geoid height was determined by GEOID03.
 MO0685
 MO0685.The dynamic height is computed by dividing the NAVD 88
 MO0685.geopotential number by the normal gravity value computed on the
 MO0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0685.degrees latitude (g = 980.6199 gals.).
 MO0685
 MO0685.The modeled gravity was interpolated from observed gravity values.
 MO0685
 MO0685;                    North         East    Units  Estimated Accuracy
 MO0685;SPC WY E     -   111,500.      159,530.      MT  (+/- 180 meters Scaled)
 MO0685
 MO0685                          SUPERSEDED SURVEY CONTROL
 MO0685
 MO0685  NGVD 29 (??/??/92) 2166.62   (m)         7108.3    (f) COMPUTED    1 2
 MO0685
 MO0685.Superseded values are not recommended for survey control.
 MO0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0685.See file dsdata.txt to determine how the superseded data were derived.
 MO0685
 MO0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF456948(NAD 83)
 MO0685_MARKER: DB = BENCH MARK DISK
 MO0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0685_STAMPING: 57
 MO0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0685+STABILITY: SURFACE MOTION
 MO0685
 MO0685  HISTORY     - Date     Condition        Report By
 MO0685  HISTORY     - UNK      MONUMENTED       WYGS
 MO0685  HISTORY     - 1947     GOOD             NGS
 MO0685  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0685
 MO0685                          STATION DESCRIPTION
 MO0685
 MO0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0685'2.1 MI NW FROM WYOMING.
 MO0685'2.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0685'SIGNBOARD AT WYOMING, 364.0 FEET NORTHEAST OF THE NORTHEAST
 MO0685'RAIL OF THE NORTHEAST TRACK AT A POINT 6 POLES SOUTHEAST OF
 MO0685'MILEPOST 580, 176.0 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 MO0685'HIGHWAY 30, 114.0 FEET NORTH OF THE NORTHEAST POLE OF DOUBLE
 MO0685'TELEPHONE POLES, 70.0 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE,
 MO0685'1.5 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 MO0685'CONCRETE POST AND PROJECTS 1.0 FOOT ABOVE THE GROUND.
 MO0685
 MO0685                          STATION RECOVERY (1983)
 MO0685
 MO0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0773 ***********************************************************************
 NQ0773  DESIGNATION -  57 SJS
 NQ0773  PID         -  NQ0773
 NQ0773  STATE/COUNTY-  WY/CONVERSE
 NQ0773  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0773
 NQ0773                         *CURRENT SURVEY CONTROL
 NQ0773  ___________________________________________________________________
 NQ0773* NAD 83(1986)-  42 59 31.     (N)    104 54 24.     (W)     SCALED    
 NQ0773* NAVD 88     -      1403.922  (meters)    4606.03   (feet)  ADJUSTED  
 NQ0773  ___________________________________________________________________
 NQ0773  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 NQ0773  DYNAMIC HT  -        1403.129 (meters)    4603.43  (feet)  COMP
 NQ0773  MODELED GRAV-     980,006.6   (mgal)                       NAVD 88
 NQ0773
 NQ0773  VERT ORDER  -  THIRD
 NQ0773
 NQ0773.The horizontal coordinates were scaled from a topographic map and have
 NQ0773.an estimated accuracy of +/- 6 seconds.
 NQ0773
 NQ0773.The orthometric height was determined by differential leveling
 NQ0773.and adjusted by the National Geodetic Survey in December 1993..
 NQ0773
 NQ0773.The geoid height was determined by GEOID03.
 NQ0773
 NQ0773.The dynamic height is computed by dividing the NAVD 88
 NQ0773.geopotential number by the normal gravity value computed on the
 NQ0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0773.degrees latitude (g = 980.6199 gals.).
 NQ0773
 NQ0773.The modeled gravity was interpolated from observed gravity values.
 NQ0773
 NQ0773;                    North         East    Units  Estimated Accuracy
 NQ0773;SPC WY E     -   276,790.      221,200.      MT  (+/- 180 meters Scaled)
 NQ0773
 NQ0773                          SUPERSEDED SURVEY CONTROL
 NQ0773
 NQ0773.No superseded survey control is available for this station.
 NQ0773
 NQ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH076599(NAD 83)
 NQ0773_MARKER: DB = BENCH MARK DISK
 NQ0773_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0773+WITH SETTING: INFORMATION.
 NQ0773_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0773_STAMPING: 57 SJS 1970
 NQ0773_MARK LOGO: USGS  
 NQ0773_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0773
 NQ0773  HISTORY     - Date     Condition        Report By
 NQ0773  HISTORY     - 1970     MONUMENTED       USGS
 NQ0773
 NQ0773                          STATION DESCRIPTION
 NQ0773
 NQ0773'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0773'FROM THE BOB MANNING RANCH HEADQUARTERS, PROCEED 0.15 MILE (0.24 KM)
 NQ0773'NORTHEAST ALONG THE ROAD TO LANCE CREEK, IN THE SE 1/4 OF S.21, T.35
 NQ0773'N., R.67 W., 135 FEET (41.1 M) SOUTHEAST ALONG A PRIVATE ROAD FROM A
 NQ0773'ROAD JUNCTION, 27 FEET (8.2 M) NORTH ALONG A FENCELINE FROM A WIRE
 NQ0773'GATE, 1 FOOT (0.3 M) WEST OF A FENCE, ENCASED IN A 6-INCH WHITE
 NQ0773'PLASTIC PIPE, PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0047 ***********************************************************************
 NS0047  DESIGNATION -  5782
 NS0047  PID         -  NS0047
 NS0047  STATE/COUNTY-  WY/FREMONT
 NS0047  USGS QUAD   -  WOLF POINT (1991)
 NS0047
 NS0047                         *CURRENT SURVEY CONTROL
 NS0047  ___________________________________________________________________
 NS0047* NAD 83(1986)-  42 39 12.     (N)    108 38 41.     (W)     SCALED    
 NS0047* NAVD 88     -      1766.199  (meters)    5794.60   (feet)  ADJUSTED  
 NS0047  ___________________________________________________________________
 NS0047  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 NS0047  DYNAMIC HT  -        1764.984 (meters)    5790.62  (feet)  COMP
 NS0047  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 NS0047
 NS0047  VERT ORDER  -  FIRST     CLASS II
 NS0047
 NS0047.The horizontal coordinates were scaled from a topographic map and have
 NS0047.an estimated accuracy of +/- 6 seconds.
 NS0047
 NS0047.The orthometric height was determined by differential leveling
 NS0047.and adjusted by the National Geodetic Survey in June 1991..
 NS0047
 NS0047.The geoid height was determined by GEOID03.
 NS0047
 NS0047.The dynamic height is computed by dividing the NAVD 88
 NS0047.geopotential number by the normal gravity value computed on the
 NS0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0047.degrees latitude (g = 980.6199 gals.).
 NS0047
 NS0047.The modeled gravity was interpolated from observed gravity values.
 NS0047
 NS0047;                    North         East    Units  Estimated Accuracy
 NS0047;SPC WYWC     -   239,150.      608,630.      MT  (+/- 180 meters Scaled)
 NS0047
 NS0047                          SUPERSEDED SURVEY CONTROL
 NS0047
 NS0047  NGVD 29 (??/??/92) 1765.161  (m)         5791.20   (f) ADJ UNCH    1 2
 NS0047
 NS0047.Superseded values are not recommended for survey control.
 NS0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0047.See file dsdata.txt to determine how the superseded data were derived.
 NS0047
 NS0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN930250(NAD 83)
 NS0047_MARKER: DD = SURVEY DISK
 NS0047_SETTING: 66 = SET IN ROCK OUTCROP
 NS0047_SP_SET: SANDSTONE OUTCROP
 NS0047_STAMPING: 5782 RL
 NS0047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0047+STABILITY: POSITION/ELEVATION WELL
 NS0047
 NS0047  HISTORY     - Date     Condition        Report By
 NS0047  HISTORY     - UNK      MONUMENTED       USGS
 NS0047  HISTORY     - 1940     GOOD             NGS
 NS0047
 NS0047                          STATION DESCRIPTION
 NS0047
 NS0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NS0047'9.4 MI SE FROM LANDER.
 NS0047'9.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM LANDER, FREMONT
 NS0047'COUNTY, THENCE 7.0 MILES SOUTHWEST ALONG THE ROAD LEADING TO ATLANTIC
 NS0047'CITY.  150 FEET EAST OF THE SITE OF THE DAVID TWEED HOUSE, 176 FEET
 NS0047'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTH OF THE OLD
 NS0047'ROAD, 75 FEET EAST OF A DITCH, 3 FEET NORTH OF A PRIVATE ROAD, 30 FEET
 NS0047'WEST OF A GATE, AND IN THE TOP OF A SANDSTONE OUTCROP.  A UNITED
 NS0047'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5782 RL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0075 ***********************************************************************
 PX0075  DESIGNATION -  5789 RED LODGE
 PX0075  PID         -  PX0075
 PX0075  STATE/COUNTY-  WY/PARK
 PX0075  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0075
 PX0075                         *CURRENT SURVEY CONTROL
 PX0075  ___________________________________________________________________
 PX0075* NAD 83(1986)-  44 09 31.     (N)    108 52 19.     (W)     SCALED    
 PX0075* NAVD 88     -      1768.312  (meters)    5801.54   (feet)  ADJUSTED  
 PX0075  ___________________________________________________________________
 PX0075  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 PX0075  DYNAMIC HT  -        1767.310 (meters)    5798.25  (feet)  COMP
 PX0075  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 PX0075
 PX0075  VERT ORDER  -  SECOND    CLASS 0
 PX0075
 PX0075.The horizontal coordinates were scaled from a topographic map and have
 PX0075.an estimated accuracy of +/- 6 seconds.
 PX0075
 PX0075.The orthometric height was determined by differential leveling
 PX0075.and adjusted by the National Geodetic Survey in June 1991..
 PX0075
 PX0075.The geoid height was determined by GEOID03.
 PX0075
 PX0075.The dynamic height is computed by dividing the NAVD 88
 PX0075.geopotential number by the normal gravity value computed on the
 PX0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0075.degrees latitude (g = 980.6199 gals.).
 PX0075
 PX0075.The modeled gravity was interpolated from observed gravity values.
 PX0075
 PX0075;                    North         East    Units  Estimated Accuracy
 PX0075;SPC WYWC     -   406,380.      590,250.      MT  (+/- 180 meters Scaled)
 PX0075
 PX0075                          SUPERSEDED SURVEY CONTROL
 PX0075
 PX0075  NGVD 29 (??/??/92) 1767.234  (m)         5798.00   (f) ADJ UNCH    2 0
 PX0075
 PX0075.Superseded values are not recommended for survey control.
 PX0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0075.See file dsdata.txt to determine how the superseded data were derived.
 PX0075
 PX0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP701916(NAD 83)
 PX0075_MARKER: P = PIPE CAP
 PX0075_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PX0075_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PX0075_STAMPING: 5789 RED LODGE
 PX0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0075
 PX0075  HISTORY     - Date     Condition        Report By
 PX0075  HISTORY     - 1957     MONUMENTED       USGS
 PX0075  HISTORY     - 1934     GOOD             NGS
 PX0075
 PX0075                          STATION DESCRIPTION
 PX0075
 PX0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0075'IN MEETEETSE.
 PX0075'AT MEETEETSE, PARK COUNTY, ON STATE HIGHWAY 120, ABOUT 0.2 MILE SOUTH
 PX0075'OF THE POST OFFICE, AT A STREET INTERSECTION, 42 FEET SOUTH OF THE
 PX0075'CENTER LINE OF THE STREET, 35 FEET EAST OF THE CENTER LINE OF THE
 PX0075'HIGHWAY, AND 2 FEET NORTHEAST OF A FIRE HYDRANT.  A UNITED STATES
 PX0075'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5789 RED LODGE AND RIVETED ON
 PX0075'THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0686 ***********************************************************************
 MO0686  DESIGNATION -  58
 MO0686  PID         -  MO0686
 MO0686  STATE/COUNTY-  WY/ALBANY
 MO0686  USGS QUAD   -  BOSLER (1981)
 MO0686
 MO0686                         *CURRENT SURVEY CONTROL
 MO0686  ___________________________________________________________________
 MO0686* NAD 83(1986)-  41 30 59.     (N)    105 39 30.     (W)     SCALED    
 MO0686* NAVD 88     -      2165.222  (meters)    7103.73   (feet)  ADJUSTED  
 MO0686  ___________________________________________________________________
 MO0686  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 MO0686  DYNAMIC HT  -        2163.398 (meters)    7097.75  (feet)  COMP
 MO0686  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 MO0686
 MO0686  VERT ORDER  -  FIRST     CLASS II
 MO0686
 MO0686.The horizontal coordinates were scaled from a topographic map and have
 MO0686.an estimated accuracy of +/- 6 seconds.
 MO0686
 MO0686.The orthometric height was determined by differential leveling
 MO0686.and adjusted by the National Geodetic Survey in June 1991..
 MO0686
 MO0686.The geoid height was determined by GEOID03.
 MO0686
 MO0686.The dynamic height is computed by dividing the NAVD 88
 MO0686.geopotential number by the normal gravity value computed on the
 MO0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0686.degrees latitude (g = 980.6199 gals.).
 MO0686
 MO0686.The modeled gravity was interpolated from observed gravity values.
 MO0686
 MO0686;                    North         East    Units  Estimated Accuracy
 MO0686;SPC WY E     -   112,980.      158,960.      MT  (+/- 180 meters Scaled)
 MO0686
 MO0686                          SUPERSEDED SURVEY CONTROL
 MO0686
 MO0686  NGVD 29 (??/??/92) 2164.20   (m)         7100.4    (f) COMPUTED    1 2
 MO0686
 MO0686.Superseded values are not recommended for survey control.
 MO0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0686.See file dsdata.txt to determine how the superseded data were derived.
 MO0686
 MO0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF450962(NAD 83)
 MO0686_MARKER: DB = BENCH MARK DISK
 MO0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0686_STAMPING: 58
 MO0686_MARK LOGO: WYGS  
 MO0686_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0686+STABILITY: SURFACE MOTION
 MO0686
 MO0686  HISTORY     - Date     Condition        Report By
 MO0686  HISTORY     - UNK      MONUMENTED       WYGS
 MO0686  HISTORY     - 1947     GOOD             NGS
 MO0686  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0686  HISTORY     - 19990823 GOOD             WYDT
 MO0686
 MO0686                          STATION DESCRIPTION
 MO0686
 MO0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0686'3.1 MI NW FROM WYOMING.
 MO0686'3.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0686'SIGNBOARD AT WYOMING, APPROXIMATELY 204 YARDS NORTHEAST OF THE
 MO0686'CENTER LINE OF THE NORTHEAST TRACK AT A POINT 6 POLES SOUTHEAST
 MO0686'OF MILEPOST 581, 437.0 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 MO0686'HIGHWAY 30, 332.5 FEET NORTHEAST OF THE NORTHEAST POLE OF DOUBLE
 MO0686'TELEPHONE POLES ON THE NORTHEAST SIDE OF THE HIGHWAY, 2.0 FEET
 MO0686'NORTHWEST OF A REFERENCE POST, ON TOP OF A PROMINENT HILL, SET
 MO0686'IN THE TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE
 MO0686'GROUND.
 MO0686
 MO0686                          STATION RECOVERY (1983)
 MO0686
 MO0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0686'MARK NOT FOUND.
 MO0686
 MO0686                          STATION RECOVERY (1999)
 MO0686
 MO0686'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0686'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0686'307-777-3819
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0170 ***********************************************************************
 MO0170  DESIGNATION -  5890
 MO0170  PID         -  MO0170
 MO0170  STATE/COUNTY-  WY/LARAMIE
 MO0170  USGS QUAD   -  J H D RANCH (1991)
 MO0170
 MO0170                         *CURRENT SURVEY CONTROL
 MO0170  ___________________________________________________________________
 MO0170* NAD 83(1986)-  41 23 28.     (N)    104 39 11.     (W)     SCALED    
 MO0170* NAVD 88     -      1796.158  (meters)    5892.90   (feet)  ADJUSTED  
 MO0170  ___________________________________________________________________
 MO0170  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 MO0170  DYNAMIC HT  -        1794.685 (meters)    5888.06  (feet)  COMP
 MO0170  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 MO0170
 MO0170  VERT ORDER  -  SECOND    CLASS 0
 MO0170
 MO0170.The horizontal coordinates were scaled from a topographic map and have
 MO0170.an estimated accuracy of +/- 6 seconds.
 MO0170
 MO0170.The orthometric height was determined by differential leveling
 MO0170.and adjusted by the National Geodetic Survey in June 1991..
 MO0170
 MO0170.The geoid height was determined by GEOID03.
 MO0170
 MO0170.The dynamic height is computed by dividing the NAVD 88
 MO0170.geopotential number by the normal gravity value computed on the
 MO0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0170.degrees latitude (g = 980.6199 gals.).
 MO0170
 MO0170.The modeled gravity was interpolated from observed gravity values.
 MO0170
 MO0170;                    North         East    Units  Estimated Accuracy
 MO0170;SPC WY E     -    99,080.      242,950.      MT  (+/- 180 meters Scaled)
 MO0170
 MO0170                          SUPERSEDED SURVEY CONTROL
 MO0170
 MO0170  NGVD 29 (??/??/92) 1795.22   (m)         5889.8    (f) COMPUTED    2 0
 MO0170
 MO0170.Superseded values are not recommended for survey control.
 MO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0170.See file dsdata.txt to determine how the superseded data were derived.
 MO0170
 MO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF290822(NAD 83)
 MO0170_MARKER: P = PIPE CAP
 MO0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MO0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MO0170_STAMPING: 5890 1911
 MO0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0170
 MO0170  HISTORY     - Date     Condition        Report By
 MO0170  HISTORY     - 1911     MONUMENTED       USGS
 MO0170  HISTORY     - 1959     GOOD             NGS
 MO0170
 MO0170                          STATION DESCRIPTION
 MO0170
 MO0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0170'23.3 MI NE FROM CHEYENNE.
 MO0170'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL
 MO0170'IN CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE
 MO0170'5.7 MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 10.0 MILES
 MO0170'NORTHEAST ON U.S. HIGHWAY 85, THENCE 2.5 MILES NORTH ON GRAVELED
 MO0170'ROAD, THENCE 3.3 MILES EAST AND NORTH ON GRAVELED ROAD, THENCE
 MO0170'0.6 MILE EAST ON TRACK ROAD, 270 FEET WEST OF THE NORTHWEST CORNER
 MO0170'OF A FENCE AROUND THE WATER WELL FOR MISSILE SITE B AND 20 FEET
 MO0170'NORTH OF THE CENTERLINE OF THE TRACK ROAD.  RIVETED TO THE TOP
 MO0170'OF A 3 INCH IRON PIPE THAT PROJECTS ONE FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0053 ***********************************************************************
 NR0053  DESIGNATION -  5896.6
 NR0053  PID         -  NR0053
 NR0053  STATE/COUNTY-  WY/NATRONA
 NR0053  USGS QUAD   -  FREELAND (1960)
 NR0053
 NR0053                         *CURRENT SURVEY CONTROL
 NR0053  ___________________________________________________________________
 NR0053* NAD 83(1986)-  42 38 00.     (N)    106 22 36.     (W)     SCALED    
 NR0053* NAVD 88     -      1798.295  (meters)    5899.91   (feet)  ADJUSTED  
 NR0053  ___________________________________________________________________
 NR0053  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 NR0053  DYNAMIC HT  -        1797.082 (meters)    5895.93  (feet)  COMP
 NR0053  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 NR0053
 NR0053  VERT ORDER  -  SECOND    CLASS 0
 NR0053
 NR0053.The horizontal coordinates were scaled from a topographic map and have
 NR0053.an estimated accuracy of +/- 6 seconds.
 NR0053
 NR0053.The orthometric height was determined by differential leveling
 NR0053.and adjusted by the National Geodetic Survey in June 1991..
 NR0053
 NR0053.The geoid height was determined by GEOID03.
 NR0053
 NR0053.The dynamic height is computed by dividing the NAVD 88
 NR0053.geopotential number by the normal gravity value computed on the
 NR0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0053.degrees latitude (g = 980.6199 gals.).
 NR0053
 NR0053.The modeled gravity was interpolated from observed gravity values.
 NR0053
 NR0053;                    North         East    Units  Estimated Accuracy
 NR0053;SPC WYEC     -   337,370.      478,470.      MT  (+/- 180 meters Scaled)
 NR0053
 NR0053                          SUPERSEDED SURVEY CONTROL
 NR0053
 NR0053  NGVD 29 (??/??/92) 1797.359  (m)         5896.84   (f) ADJ UNCH    2 0
 NR0053
 NR0053.Superseded values are not recommended for survey control.
 NR0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0053.See file dsdata.txt to determine how the superseded data were derived.
 NR0053
 NR0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH871210(NAD 83)
 NR0053_MARKER: Q = CHISELED SQUARE
 NR0053_SETTING: 80 = SET IN A BOULDER
 NR0053_SP_SET: BOULDER
 NR0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0053+STABILITY: SURFACE MOTION
 NR0053
 NR0053  HISTORY     - Date     Condition        Report By
 NR0053  HISTORY     - UNK      MONUMENTED       USGS
 NR0053  HISTORY     - 1959     GOOD             NGS
 NR0053
 NR0053                          STATION DESCRIPTION
 NR0053
 NR0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0053'26.9 MI S FROM CASPER.
 NR0053'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0053'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0053'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0053'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0053'ROAD, THENCE ABOUT 2.1 MILE SOUTHEAST ALONG A DIRT ROAD, 30 FEET
 NR0053'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, IN SECTION 23, R 80 W,
 NR0053'T 31 N, ABOUT 0.1 MILE SOUTHEAST OF THE MARTIN RANCH HOUSE, 72 FEET
 NR0053'EAST OF A FENCE CORNER, ON THE TOP OF THE NORTH EDGE OF A LARGE
 NR0053'BOULDER, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0687 ***********************************************************************
 MO0687  DESIGNATION -  59
 MO0687  PID         -  MO0687
 MO0687  STATE/COUNTY-  WY/ALBANY
 MO0687  USGS QUAD   -  BOSLER (1981)
 MO0687
 MO0687                         *CURRENT SURVEY CONTROL
 MO0687  ___________________________________________________________________
 MO0687* NAD 83(1986)-  41 32 31.     (N)    105 40 28.     (W)     SCALED    
 MO0687* NAVD 88     -      2149.520  (meters)    7052.22   (feet)  ADJUSTED  
 MO0687  ___________________________________________________________________
 MO0687  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 MO0687  DYNAMIC HT  -        2147.711 (meters)    7046.28  (feet)  COMP
 MO0687  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 MO0687
 MO0687  VERT ORDER  -  FIRST     CLASS II
 MO0687
 MO0687.The horizontal coordinates were scaled from a topographic map and have
 MO0687.an estimated accuracy of +/- 6 seconds.
 MO0687
 MO0687.The orthometric height was determined by differential leveling
 MO0687.and adjusted by the National Geodetic Survey in June 1991..
 MO0687.WARNING-Repeat measurements at this control monument indicate possible
 MO0687.vertical movement.
 MO0687
 MO0687.The geoid height was determined by GEOID03.
 MO0687
 MO0687.The dynamic height is computed by dividing the NAVD 88
 MO0687.geopotential number by the normal gravity value computed on the
 MO0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0687.degrees latitude (g = 980.6199 gals.).
 MO0687
 MO0687.The modeled gravity was interpolated from observed gravity values.
 MO0687
 MO0687;                    North         East    Units  Estimated Accuracy
 MO0687;SPC WY E     -   115,830.      157,630.      MT  (+/- 180 meters Scaled)
 MO0687
 MO0687                          SUPERSEDED SURVEY CONTROL
 MO0687
 MO0687  NGVD 29 (??/??/92) 2148.49   (m)         7048.8    (f) COMPUTED    1 2
 MO0687
 MO0687.Superseded values are not recommended for survey control.
 MO0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0687.See file dsdata.txt to determine how the superseded data were derived.
 MO0687
 MO0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF437991(NAD 83)
 MO0687_MARKER: DB = BENCH MARK DISK
 MO0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0687_STAMPING: 59
 MO0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0687+STABILITY: SURFACE MOTION
 MO0687
 MO0687  HISTORY     - Date     Condition        Report By
 MO0687  HISTORY     - UNK      MONUMENTED       WYGS
 MO0687  HISTORY     - 1947     GOOD             NGS
 MO0687  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0687
 MO0687                          STATION DESCRIPTION
 MO0687
 MO0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0687'2.6 MI SE FROM BOSLER.
 MO0687'2.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0687'STATION AT BOSLER, 389.0 FEET NORTHEAST OF THE NORTHEAST RAIL
 MO0687'OF THE NORTHEAST TRACK AT A POINT 13 POLES SOUTHEAST OF MILEPOST
 MO0687'583, 218.0 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 30,
 MO0687'3.0 FEET SOUTH OF AN EAST-WEST FENCE, 1.5 FEET WEST OF A REFERENCE
 MO0687'POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 1.1 FEET
 MO0687'ABOVE THE GROUND.
 MO0687
 MO0687                          STATION RECOVERY (1983)
 MO0687
 MO0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0250 ***********************************************************************
 PW0250  DESIGNATION -  5963.54
 PW0250  PID         -  PW0250
 PW0250  STATE/COUNTY-  WY/SHERIDAN
 PW0250  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0250
 PW0250                         *CURRENT SURVEY CONTROL
 PW0250  ___________________________________________________________________
 PW0250* NAD 83(1986)-  44 49 17.     (N)    107 19 52.     (W)     SCALED    
 PW0250* NAVD 88     -      1818.296  (meters)    5965.53   (feet)  ADJUSTED  
 PW0250  ___________________________________________________________________
 PW0250  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 PW0250  DYNAMIC HT  -        1817.523 (meters)    5962.99  (feet)  COMP
 PW0250  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 PW0250
 PW0250  VERT ORDER  -  SECOND    CLASS 0
 PW0250
 PW0250.The horizontal coordinates were scaled from a topographic map and have
 PW0250.an estimated accuracy of +/- 6 seconds.
 PW0250
 PW0250.The orthometric height was determined by differential leveling
 PW0250.and adjusted by the National Geodetic Survey in June 1991..
 PW0250
 PW0250.The geoid height was determined by GEOID03.
 PW0250
 PW0250.The dynamic height is computed by dividing the NAVD 88
 PW0250.geopotential number by the normal gravity value computed on the
 PW0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0250.degrees latitude (g = 980.6199 gals.).
 PW0250
 PW0250.The modeled gravity was interpolated from observed gravity values.
 PW0250
 PW0250;                    North         East    Units  Estimated Accuracy
 PW0250;SPC WYEC     -   580,020.      400,180.      MT  (+/- 180 meters Scaled)
 PW0250
 PW0250                          SUPERSEDED SURVEY CONTROL
 PW0250
 PW0250  NGVD 29 (??/??/92) 1817.487  (m)         5962.87   (f) ADJ UNCH    2 0
 PW0250
 PW0250.Superseded values are not recommended for survey control.
 PW0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0250.See file dsdata.txt to determine how the superseded data were derived.
 PW0250
 PW0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK157657(NAD 83)
 PW0250_MARKER: DD = SURVEY DISK
 PW0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0250_SP_SET: CULVERT
 PW0250_STAMPING: 5963.54 62
 PW0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0250
 PW0250  HISTORY     - Date     Condition        Report By
 PW0250  HISTORY     - UNK      MONUMENTED       BPR
 PW0250  HISTORY     - 1966     GOOD             NGS
 PW0250
 PW0250                          STATION DESCRIPTION
 PW0250
 PW0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0250'8.7 MI SW FROM DAYTON.
 PW0250'8.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0250'DAYTON, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF
 PW0250'A PIPE CULVERT, 26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 102
 PW0250'FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE EAST END OF A METAL
 PW0250'GUARDRAIL, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0389 ***********************************************************************
 MO0389  DESIGNATION -  5996
 MO0389  PID         -  MO0389
 MO0389  STATE/COUNTY-  WY/ALBANY
 MO0389  USGS QUAD   -  POE MOUNTAIN (1981)
 MO0389
 MO0389                         *CURRENT SURVEY CONTROL
 MO0389  ___________________________________________________________________
 MO0389* NAD 83(1986)-  41 47 03.     (N)    105 19 10.     (W)     SCALED    
 MO0389* NAVD 88     -      1828.397  (meters)    5998.67   (feet)  ADJUSTED  
 MO0389  ___________________________________________________________________
 MO0389  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 MO0389  DYNAMIC HT  -        1827.055 (meters)    5994.26  (feet)  COMP
 MO0389  MODELED GRAV-     979,822.9   (mgal)                       NAVD 88
 MO0389
 MO0389  VERT ORDER  -  SECOND    CLASS 0
 MO0389
 MO0389.The horizontal coordinates were scaled from a topographic map and have
 MO0389.an estimated accuracy of +/- 6 seconds.
 MO0389
 MO0389.The orthometric height was determined by differential leveling
 MO0389.and adjusted by the National Geodetic Survey in June 1991..
 MO0389
 MO0389.The geoid height was determined by GEOID03.
 MO0389
 MO0389.The dynamic height is computed by dividing the NAVD 88
 MO0389.geopotential number by the normal gravity value computed on the
 MO0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0389.degrees latitude (g = 980.6199 gals.).
 MO0389
 MO0389.The modeled gravity was interpolated from observed gravity values.
 MO0389
 MO0389;                    North         East    Units  Estimated Accuracy
 MO0389;SPC WY E     -   142,620.      187,300.      MT  (+/- 180 meters Scaled)
 MO0389
 MO0389                          SUPERSEDED SURVEY CONTROL
 MO0389
 MO0389  NGVD 29 (??/??/92) 1827.519  (m)         5995.79   (f) ADJ UNCH    2 0
 MO0389
 MO0389.Superseded values are not recommended for survey control.
 MO0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0389.See file dsdata.txt to determine how the superseded data were derived.
 MO0389
 MO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG734258(NAD 83)
 MO0389_MARKER: DD = SURVEY DISK
 MO0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0389_STAMPING: 5996
 MO0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0389+STABILITY: SURFACE MOTION
 MO0389
 MO0389  HISTORY     - Date     Condition        Report By
 MO0389  HISTORY     - UNK      MONUMENTED       WYHD
 MO0389  HISTORY     - 1966     GOOD             NGS
 MO0389
 MO0389                          STATION DESCRIPTION
 MO0389
 MO0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0389'31.6 MI SW FROM WHEATLAND.
 MO0389'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0389'WHEATLAND, THENCE 24.9 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0389'50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.3 FOOT NORTH
 MO0389'OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, ABOUT 10 FEET
 MO0389'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 MO0389'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0195 ***********************************************************************
 OV0195  DESIGNATION -  6
 OV0195  PID         -  OV0195
 OV0195  STATE/COUNTY-  WY/WASHAKIE
 OV0195  USGS QUAD   -  BANJO FLATS WEST (1978)
 OV0195
 OV0195                         *CURRENT SURVEY CONTROL
 OV0195  ___________________________________________________________________
 OV0195* NAD 83(1986)-  43 58 35.     (N)    107 57 14.     (W)     SCALED    
 OV0195* NAVD 88     -      1267.457  (meters)    4158.32   (feet)  ADJUSTED  
 OV0195  ___________________________________________________________________
 OV0195  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 OV0195  DYNAMIC HT  -        1266.861 (meters)    4156.36  (feet)  COMP
 OV0195  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 OV0195
 OV0195  VERT ORDER  -  SECOND    CLASS 0
 OV0195
 OV0195.This mark is at Worland Municipal Airport (WRL)
 OV0195
 OV0195.The horizontal coordinates were scaled from a topographic map and have
 OV0195.an estimated accuracy of +/- 6 seconds.
 OV0195
 OV0195.The orthometric height was determined by differential leveling
 OV0195.and adjusted by the National Geodetic Survey in June 1991..
 OV0195
 OV0195.The geoid height was determined by GEOID03.
 OV0195
 OV0195.The dynamic height is computed by dividing the NAVD 88
 OV0195.geopotential number by the normal gravity value computed on the
 OV0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0195.degrees latitude (g = 980.6199 gals.).
 OV0195
 OV0195.The modeled gravity was interpolated from observed gravity values.
 OV0195
 OV0195;                    North         East    Units  Estimated Accuracy
 OV0195;SPC WYEC     -   486,310.      350,210.      MT  (+/- 180 meters Scaled)
 OV0195
 OV0195                          SUPERSEDED SURVEY CONTROL
 OV0195
 OV0195  NGVD 29 (??/??/92) 1266.672  (m)         4155.74   (f) ADJ UNCH    2 0
 OV0195
 OV0195.Superseded values are not recommended for survey control.
 OV0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0195.See file dsdata.txt to determine how the superseded data were derived.
 OV0195
 OV0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ630734(NAD 83)
 OV0195_MARKER: DB = BENCH MARK DISK
 OV0195_SETTING: 0 = UNSPECIFIED SETTING
 OV0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0195
 OV0195  HISTORY     - Date     Condition        Report By
 OV0195  HISTORY     - UNK      MONUMENTED       LOCSUR
 OV0195  HISTORY     - 1966     GOOD             NGS
 OV0195
 OV0195                          STATION DESCRIPTION
 OV0195
 OV0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0195'2.0 MI S FROM WORLAND.
 OV0195'THE BENCH MARK IS SITUATED ON A PAVED COUNTY HIGHWAY APPROXIMATELY 2.0
 OV0195'MILES SOUTH OF THE INTERSECTION OF 15TH STREET AND WASHAKIE AVENUE IN
 OV0195'WORLAND.  IT IS ON A 3/4 IN. IRON BAR DRIVEN 2 FEET INTO THE GROUND AT
 OV0195'THE NORTHWEST CORNER OF A CATTLE GUARD IN SAID PAVED HIGHWAY, AT THE
 OV0195'NORTH BOUNDARY OF THE WORLAND MUNICIPAL AIRPORT, NEAR THE NORTHEAST
 OV0195'CORNER OF TRACT 101-A, T. 46 N., R. 92 W.  THE BENCH MARK IS UNMARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0263 ***********************************************************************
 MQ0263  DESIGNATION -  6 BE
 MQ0263  PID         -  MQ0263
 MQ0263  STATE/COUNTY-  WY/SWEETWATER
 MQ0263  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0263
 MQ0263                         *CURRENT SURVEY CONTROL
 MQ0263  ___________________________________________________________________
 MQ0263* NAD 83(1986)-  41 32 37.     (N)    109 48 28.     (W)     SCALED    
 MQ0263* NAVD 88     -      1914.272  (meters)    6280.41   (feet)  ADJUSTED  
 MQ0263  ___________________________________________________________________
 MQ0263  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 MQ0263  DYNAMIC HT  -        1912.616 (meters)    6274.97  (feet)  COMP
 MQ0263  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 MQ0263
 MQ0263  VERT ORDER  -  FIRST     CLASS II
 MQ0263
 MQ0263.The horizontal coordinates were scaled from a topographic map and have
 MQ0263.an estimated accuracy of +/- 6 seconds.
 MQ0263
 MQ0263.The orthometric height was determined by differential leveling
 MQ0263.and adjusted by the National Geodetic Survey in June 1991..
 MQ0263.WARNING-Repeat measurements at this control monument indicate possible
 MQ0263.vertical movement.
 MQ0263
 MQ0263.The geoid height was determined by GEOID03.
 MQ0263
 MQ0263.The dynamic height is computed by dividing the NAVD 88
 MQ0263.geopotential number by the normal gravity value computed on the
 MQ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0263.degrees latitude (g = 980.6199 gals.).
 MQ0263
 MQ0263.The modeled gravity was interpolated from observed gravity values.
 MQ0263
 MQ0263;                    North         East    Units  Estimated Accuracy
 MQ0263;SPC WYWC     -   116,430.      511,740.      MT  (+/- 180 meters Scaled)
 MQ0263
 MQ0263                          SUPERSEDED SURVEY CONTROL
 MQ0263
 MQ0263  NGVD 29 (06/08/92) 1912.957  (m)         6276.09   (f) ADJUSTED    1 2
 MQ0263
 MQ0263.Superseded values are not recommended for survey control.
 MQ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0263.See file dsdata.txt to determine how the superseded data were derived.
 MQ0263
 MQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL994997(NAD 83)
 MQ0263_MARKER: DD = SURVEY DISK
 MQ0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0263_SP_SET: CULVERT
 MQ0263_STAMPING: 6 B E 1958
 MQ0263_MARK LOGO: CGS   
 MQ0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0263
 MQ0263  HISTORY     - Date     Condition        Report By
 MQ0263  HISTORY     - 1958     MONUMENTED       USGS
 MQ0263  HISTORY     - 1958     GOOD             NGS
 MQ0263  HISTORY     - 1983     GOOD             NGS
 MQ0263
 MQ0263                          STATION DESCRIPTION
 MQ0263
 MQ0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0263'10.5 MI E FROM GRANGER.
 MQ0263'ABOUT 2.75 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0263'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 2.2 MILES SOUTHEAST
 MQ0263'ALONG U. S. HIGHWAY 30 N, THENCE ABOUT 5.55 MILES EAST ALONG U. S.
 MQ0263'HIGHWAY 30, 27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 MQ0263'TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A LARGE 3
 MQ0263'CHANNEL CULVERT, ABOUT 0.3 MILES EAST OF THE BELL TELEPHONE COMPANY
 MQ0263'BRICK BUILDING ON THE SOUTH SIDE OF THE HIGHWAY, ABOUT 0.1 MILE WEST
 MQ0263'OF THE JUNCTION WITH AN ASPHALT ROAD LEADING NORTH TO WEST VACO, AND
 MQ0263'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 MQ0263
 MQ0263                          STATION RECOVERY (1983)
 MQ0263
 MQ0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0263'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0263'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.  DELETE ABOUT
 MQ0263'0.3 MILE EAST OF THE BELL TELEPHONE COMPANY BRICK BUILDING ON THE
 MQ0263'SOUTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0595 ***********************************************************************
 PV0595  DESIGNATION -  6 GRS
 PV0595  PID         -  PV0595
 PV0595  STATE/COUNTY-  WY/CAMPBELL
 PV0595  USGS QUAD   -  LAREY DRAW (1971)
 PV0595
 PV0595                         *CURRENT SURVEY CONTROL
 PV0595  ___________________________________________________________________
 PV0595* NAD 83(1986)-  44 43 14.     (N)    105 53 55.     (W)     SCALED    
 PV0595* NAVD 88     -      1214.137  (meters)    3983.38   (feet)  POSTED    
 PV0595  ___________________________________________________________________
 PV0595  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 PV0595  DYNAMIC HT  -        1213.710 (meters)    3981.98  (feet)  COMP
 PV0595  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 PV0595
 PV0595  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0595
 PV0595.The horizontal coordinates were scaled from a topographic map and have
 PV0595.an estimated accuracy of +/- 6 seconds.
 PV0595
 PV0595.The orthometric height was determined by differential leveling
 PV0595.and adjusted by the National Geodetic Survey in 1992..
 PV0595.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0595.rate of 0.0 thru 1.0 mm/km.
 PV0595
 PV0595.The geoid height was determined by GEOID03.
 PV0595
 PV0595.The dynamic height is computed by dividing the NAVD 88
 PV0595.geopotential number by the normal gravity value computed on the
 PV0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0595.degrees latitude (g = 980.6199 gals.).
 PV0595
 PV0595.The modeled gravity was interpolated from observed gravity values.
 PV0595
 PV0595;                    North         East    Units  Estimated Accuracy
 PV0595;SPC WY E     -   469,070.      142,010.      MT  (+/- 180 meters Scaled)
 PV0595
 PV0595                          SUPERSEDED SURVEY CONTROL
 PV0595
 PV0595.No superseded survey control is available for this station.
 PV0595
 PV0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK288523(NAD 83)
 PV0595_MARKER: DB = BENCH MARK DISK
 PV0595_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0595_SP_SET: COPPER-CLAD STEEL ROD
 PV0595_STAMPING: 6 GRS 1971
 PV0595_MARK LOGO: USGS  
 PV0595_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0595+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0595
 PV0595  HISTORY     - Date     Condition        Report By
 PV0595  HISTORY     - 1971     MONUMENTED       USGS
 PV0595
 PV0595                          STATION DESCRIPTION
 PV0595
 PV0595'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0595'FROM THE ARVADA, WYOMING POST OFFICE, PROCEED 3.2 MILES NORTH ALONG
 PV0595'STATE HIGHWAY 341 TO THE JUNCTION WITH U.S. HIGHWAY 14 AND 16,
 PV0595'THENCE 12.1 MILES EAST ALONG U.S. HIGHWAY 14 AND 16, 65 FEET NORTH
 PV0595'AND 36 FEET WEST OF AND 2 FEET LOWER THAN A Y-JUNCTION, 3 FEET NORTH
 PV0595'AND 3 FEET WEST OF A FENCE CORNER, 2 FEET WEST OF A WITNESS POST, SET
 PV0595'IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1075 ***********************************************************************
 PY1075  DESIGNATION -  6 GWM
 PY1075  PID         -  PY1075
 PY1075  STATE/COUNTY-  WY/PARK
 PY1075  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1075
 PY1075                         *CURRENT SURVEY CONTROL
 PY1075  ___________________________________________________________________
 PY1075* NAD 83(1986)-  44 58 28.     (N)    110 03 57.     (W)     SCALED    
 PY1075* NAVD 88     -      2209.072  (meters)    7247.60   (feet)  ADJUSTED  
 PY1075  ___________________________________________________________________
 PY1075  GEOID HEIGHT-          -7.57  (meters)                     GEOID03
 PY1075  DYNAMIC HT  -        2207.838 (meters)    7243.55  (feet)  COMP
 PY1075  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 PY1075
 PY1075  VERT ORDER  -  FIRST     CLASS II
 PY1075
 PY1075.The horizontal coordinates were scaled from a topographic map and have
 PY1075.an estimated accuracy of +/- 6 seconds.
 PY1075
 PY1075.The orthometric height was determined by differential leveling
 PY1075.and adjusted by the National Geodetic Survey in June 1991..
 PY1075
 PY1075.The geoid height was determined by GEOID03.
 PY1075
 PY1075.The dynamic height is computed by dividing the NAVD 88
 PY1075.geopotential number by the normal gravity value computed on the
 PY1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1075.degrees latitude (g = 980.6199 gals.).
 PY1075
 PY1075.The modeled gravity was interpolated from observed gravity values.
 PY1075
 PY1075;                    North         East    Units  Estimated Accuracy
 PY1075;SPC WYWC     -   497,870.      496,210.      MT  (+/- 180 meters Scaled)
 PY1075
 PY1075                          SUPERSEDED SURVEY CONTROL
 PY1075
 PY1075  NGVD 29 (08/20/92) 2207.803  (m)         7243.43   (f) ADJUSTED    1 2
 PY1075
 PY1075.Superseded values are not recommended for survey control.
 PY1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1075.See file dsdata.txt to determine how the superseded data were derived.
 PY1075
 PY1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ736805(NAD 83)
 PY1075_MARKER: DB = BENCH MARK DISK
 PY1075_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1075_SP_SET: WINGWALL
 PY1075_STAMPING: 6 GWM 1941 7243
 PY1075_MARK LOGO: USGS  
 PY1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1075+STABILITY: SURFACE MOTION
 PY1075
 PY1075  HISTORY     - Date     Condition        Report By
 PY1075  HISTORY     - 1941     MONUMENTED       USGS
 PY1075  HISTORY     - 1987     GOOD             NGS
 PY1075
 PY1075                          STATION DESCRIPTION
 PY1075
 PY1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1075'7.1 KM (4.40 MI) SW FROM SILVER GATE.
 PY1075'7.1 KM (4.40 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1075'FROM THE PARK ENTRANCE IN SILVER GATE, IN THE SOUTHWEST WINGWALL OF A
 PY1075'HIGHWAY BRIDGE SPANNING A DRY WASH, AND 4.2 M (13.8 FT) WEST OF THE
 PY1075'CENTERLINE OF THE HIGHWAY.
 PY1075'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0045 ***********************************************************************
 MP0045  DESIGNATION -  6 HA
 MP0045  PID         -  MP0045
 MP0045  STATE/COUNTY-  WY/CARBON
 MP0045  USGS QUAD   -  MEDICINE BOW (1971)
 MP0045
 MP0045                         *CURRENT SURVEY CONTROL
 MP0045  ___________________________________________________________________
 MP0045* NAD 83(1986)-  41 59 25.     (N)    106 10 41.     (W)     SCALED    
 MP0045* NAVD 88     -      2092.366  (meters)    6864.70   (feet)  ADJUSTED  
 MP0045  ___________________________________________________________________
 MP0045  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 MP0045  DYNAMIC HT  -        2090.639 (meters)    6859.04  (feet)  COMP
 MP0045  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 MP0045
 MP0045  VERT ORDER  -  SECOND    CLASS 0
 MP0045
 MP0045.The horizontal coordinates were scaled from a topographic map and have
 MP0045.an estimated accuracy of +/- 6 seconds.
 MP0045
 MP0045.The orthometric height was determined by differential leveling
 MP0045.and adjusted by the National Geodetic Survey in June 1991..
 MP0045
 MP0045.The geoid height was determined by GEOID03.
 MP0045
 MP0045.The dynamic height is computed by dividing the NAVD 88
 MP0045.geopotential number by the normal gravity value computed on the
 MP0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0045.degrees latitude (g = 980.6199 gals.).
 MP0045
 MP0045.The modeled gravity was interpolated from observed gravity values.
 MP0045
 MP0045;                    North         East    Units  Estimated Accuracy
 MP0045;SPC WYEC     -   266,140.      495,730.      MT  (+/- 180 meters Scaled)
 MP0045
 MP0045                          SUPERSEDED SURVEY CONTROL
 MP0045
 MP0045  NGVD 29 (??/??/92) 2091.27   (m)         6861.1    (f) COMPUTED    2 0
 MP0045
 MP0045.Superseded values are not recommended for survey control.
 MP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0045.See file dsdata.txt to determine how the superseded data were derived.
 MP0045
 MP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG024493(NAD 83)
 MP0045_MARKER: DD = SURVEY DISK
 MP0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0045_STAMPING: 6 HA 1948
 MP0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0045+STABILITY: SURFACE MOTION
 MP0045
 MP0045  HISTORY     - Date     Condition        Report By
 MP0045  HISTORY     - 1948     MONUMENTED       USGS
 MP0045  HISTORY     - 1959     GOOD             NGS
 MP0045
 MP0045                          STATION DESCRIPTION
 MP0045
 MP0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MP0045'7.7 MI N FROM MEDICINE BOW.
 MP0045'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 MP0045'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 7.5 MILES NORTH ALONG A
 MP0045'PAVED ROAD, AT THE FOOT OF THE WEST SIDE OF A HILL, 225 FEET EAST OF
 MP0045'THE CENTER LINE OF THE ROAD, IN SECTION 4, R 78 W, T 23 N, 58 FEET
 MP0045'EAST OF THE CENTER LINE OF THE OLD ROAD, 1.2 FEET WEST OF A METAL
 MP0045'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 MP0045'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0178 ***********************************************************************
 OV0178  DESIGNATION -  6 JR
 OV0178  PID         -  OV0178
 OV0178  STATE/COUNTY-  WY/FREMONT
 OV0178  USGS QUAD   -  LYSITE SE (1952)
 OV0178
 OV0178                         *CURRENT SURVEY CONTROL
 OV0178  ___________________________________________________________________
 OV0178* NAD 83(1986)-  43 19 53.     (N)    107 36 26.     (W)     SCALED    
 OV0178* NAVD 88     -      1717.397  (meters)    5634.49   (feet)  ADJUSTED  
 OV0178  ___________________________________________________________________
 OV0178  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 OV0178  DYNAMIC HT  -        1716.292 (meters)    5630.87  (feet)  COMP
 OV0178  MODELED GRAV-     979,916.3   (mgal)                       NAVD 88
 OV0178
 OV0178  VERT ORDER  -  SECOND    CLASS 0
 OV0178
 OV0178.The horizontal coordinates were scaled from a topographic map and have
 OV0178.an estimated accuracy of +/- 6 seconds.
 OV0178
 OV0178.The orthometric height was determined by differential leveling
 OV0178.and adjusted by the National Geodetic Survey in June 1991..
 OV0178
 OV0178.The geoid height was determined by GEOID03.
 OV0178
 OV0178.The dynamic height is computed by dividing the NAVD 88
 OV0178.geopotential number by the normal gravity value computed on the
 OV0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0178.degrees latitude (g = 980.6199 gals.).
 OV0178
 OV0178.The modeled gravity was interpolated from observed gravity values.
 OV0178
 OV0178;                    North         East    Units  Estimated Accuracy
 OV0178;SPC WYWC     -   315,100.      692,680.      MT  (+/- 180 meters Scaled)
 OV0178
 OV0178                          SUPERSEDED SURVEY CONTROL
 OV0178
 OV0178  NGVD 29 (??/??/92) 1716.381  (m)         5631.16   (f) ADJ UNCH    2 0
 OV0178
 OV0178.Superseded values are not recommended for survey control.
 OV0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0178.See file dsdata.txt to determine how the superseded data were derived.
 OV0178
 OV0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ886009(NAD 83)
 OV0178_MARKER: DD = SURVEY DISK
 OV0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0178_STAMPING: 6 JR 1950 5631
 OV0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0178+STABILITY: SURFACE MOTION
 OV0178
 OV0178  HISTORY     - Date     Condition        Report By
 OV0178  HISTORY     - 1950     MONUMENTED       USGS
 OV0178  HISTORY     - 1966     GOOD             NGS
 OV0178
 OV0178                          STATION DESCRIPTION
 OV0178
 OV0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0178'7.05 MI NE FROM LYSITE.
 OV0178'7.05 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0178'AND QUINCY RAILROAD STATION AT LYSITE, 0.2 MILE NORTHEAST OF THE
 OV0178'JUNCTION OF A DRIVEWAY SOUTHEAST TO ALLEN RANCH, AT THE JUNCTION OF A
 OV0178'DIM TRACK ROAD SOUTHEAST, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OV0178'ROAD, 250 FEET NORTH OF A T JUNCTION POWER POLE WITH A GUY WIRE, 2 1/2
 OV0178'FEET NORTHWEST OF A LONE FENCE POST, 12 FEET SOUTHWEST OF THE CENTER
 OV0178'LINE OF THE ROAD SOUTHEAST, 1.2 FEET SOUTHEAST OF A WITNESS POST,
 OV0178'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OV0178'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0934 ***********************************************************************
 PY0934  DESIGNATION -  6 MDC
 PY0934  PID         -  PY0934
 PY0934  STATE/COUNTY-  WY/TETON
 PY0934  USGS QUAD   -  WEST THUMB (1986)
 PY0934
 PY0934                         *CURRENT SURVEY CONTROL
 PY0934  ___________________________________________________________________
 PY0934* NAD 83(1986)-  44 28 39.     (N)    110 32 35.     (W)     SCALED    
 PY0934* NAVD 88     -      2369.727  (meters)    7774.68   (feet)  ADJUSTED  
 PY0934  ___________________________________________________________________
 PY0934  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 PY0934  DYNAMIC HT  -        2368.144 (meters)    7769.49  (feet)  COMP
 PY0934  MODELED GRAV-     979,864.5   (mgal)                       NAVD 88
 PY0934
 PY0934  VERT ORDER  -  FIRST     CLASS II
 PY0934
 PY0934.The horizontal coordinates were scaled from a topographic map and have
 PY0934.an estimated accuracy of +/- 6 seconds.
 PY0934
 PY0934.The orthometric height was determined by differential leveling
 PY0934.and adjusted by the National Geodetic Survey in June 1991..
 PY0934
 PY0934.The geoid height was determined by GEOID03.
 PY0934
 PY0934.The dynamic height is computed by dividing the NAVD 88
 PY0934.geopotential number by the normal gravity value computed on the
 PY0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0934.degrees latitude (g = 980.6199 gals.).
 PY0934
 PY0934.The modeled gravity was interpolated from observed gravity values.
 PY0934
 PY0934;                    North         East    Units  Estimated Accuracy
 PY0934;SPC WY W     -   541,910.      763,430.      MT  (+/- 180 meters Scaled)
 PY0934
 PY0934                          SUPERSEDED SURVEY CONTROL
 PY0934
 PY0934  NGVD 29 (08/20/92) 2368.340  (m)         7770.13   (f) ADJUSTED    1 2
 PY0934
 PY0934.Superseded values are not recommended for survey control.
 PY0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0934.See file dsdata.txt to determine how the superseded data were derived.
 PY0934
 PY0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ363250(NAD 83)
 PY0934_MARKER: DB = BENCH MARK DISK
 PY0934_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0934_SP_SET: COPPER-CLAD STEEL ROD
 PY0934_STAMPING: 6 MDC 1977 7769
 PY0934_MARK LOGO: USGS  
 PY0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0934
 PY0934  HISTORY     - Date     Condition        Report By
 PY0934  HISTORY     - 1977     MONUMENTED       USGS
 PY0934  HISTORY     - 1987     GOOD             NGS
 PY0934
 PY0934                          STATION DESCRIPTION
 PY0934
 PY0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0934'9.7 KM (6.05 MI) NORTH FROM WEST THUMB.
 PY0934'9.7 KM (6.05 MI) NORTHERLY ALONG WEST THUMB HIGHWAY FROM THE JUNCTION
 PY0934'OF WEST THUMB GEYSER BASIN ENTRANCE ROAD IN WEST THUMB, 20.6 M (67.6
 PY0934'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.0 M (13.1 FT)
 PY0934'NORTHEAST OF THE CENTER OF A SERVICE ROAD (OLD HIGHWAY), AND 1.4 M
 PY0934'(4.6 FT) NORTHEAST OF THE NORTH END OF A PIPE BARRICADE.
 PY0934'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0934'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0964 ***********************************************************************
 PY0964  DESIGNATION -  6 MDC
 PY0964  PID         -  PY0964
 PY0964  STATE/COUNTY-  WY/PARK
 PY0964  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0964
 PY0964                         *CURRENT SURVEY CONTROL
 PY0964  ___________________________________________________________________
 PY0964* NAD 83(1986)-  44 42 14.     (N)    110 34 48.     (W)     SCALED    
 PY0964* NAVD 88     -      2507.062  (meters)    8225.25   (feet)  ADJUSTED  
 PY0964  ___________________________________________________________________
 PY0964  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0964  DYNAMIC HT  -        2505.440 (meters)    8219.93  (feet)  COMP
 PY0964  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 PY0964
 PY0964  VERT ORDER  -  FIRST     CLASS II
 PY0964
 PY0964.The horizontal coordinates were scaled from a topographic map and have
 PY0964.an estimated accuracy of +/- 6 seconds.
 PY0964
 PY0964.The orthometric height was determined by differential leveling
 PY0964.and adjusted by the National Geodetic Survey in June 1991..
 PY0964
 PY0964.The geoid height was determined by GEOID03.
 PY0964
 PY0964.The dynamic height is computed by dividing the NAVD 88
 PY0964.geopotential number by the normal gravity value computed on the
 PY0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0964.degrees latitude (g = 980.6199 gals.).
 PY0964
 PY0964.The modeled gravity was interpolated from observed gravity values.
 PY0964
 PY0964;                    North         East    Units  Estimated Accuracy
 PY0964;SPC WYWC     -   468,590.      454,980.      MT  (+/- 180 meters Scaled)
 PY0964
 PY0964                          SUPERSEDED SURVEY CONTROL
 PY0964
 PY0964  NGVD 29 (08/20/92) 2505.686  (m)         8220.74   (f) ADJUSTED    1 2
 PY0964
 PY0964.Superseded values are not recommended for survey control.
 PY0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0964.See file dsdata.txt to determine how the superseded data were derived.
 PY0964
 PY0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ332501(NAD 83)
 PY0964_MARKER: DB = BENCH MARK DISK
 PY0964_SETTING: 80 = SET IN A BOULDER
 PY0964_SP_SET: BOULDER
 PY0964_STAMPING: 6 MDC 1976 8220
 PY0964_MARK LOGO: USGS  
 PY0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0964+STABILITY: SURFACE MOTION
 PY0964
 PY0964  HISTORY     - Date     Condition        Report By
 PY0964  HISTORY     - 1976     MONUMENTED       USGS
 PY0964  HISTORY     - 1987     GOOD             NGS
 PY0964
 PY0964                          STATION DESCRIPTION
 PY0964
 PY0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0964'10.0 KM (6.20 MI) WEST FROM CANYON VILLAGE.
 PY0964'10.0 KM (6.20 MI) WESTERLY ALONG NORRIS JUNCTION HIGHWAY FROM THE
 PY0964'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, OR 10.6 KM (6.60 MI)
 PY0964'EASTERLY ALONG CANYON VILLAGE HIGHWAY FROM THE MUSEUM IN NORRIS
 PY0964'JUNCTION, IN TOP OF A 2 BY 3 FOOT BOULDER THAT PROJECTS 24-INCHES
 PY0964'ABOVE THE GROUND SURFACE, 30.3 M (99.4 FT) SOUTH OF THE CENTERLINE OF
 PY0964'THE HIGHWAY, AND 27.8 M (91.2 FT) EAST OF A UITLITY POLE.
 PY0964'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0902 ***********************************************************************
 PY0902  DESIGNATION -  6 RDS
 PY0902  PID         -  PY0902
 PY0902  STATE/COUNTY-  WY/PARK
 PY0902  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0902
 PY0902                         *CURRENT SURVEY CONTROL
 PY0902  ___________________________________________________________________
 PY0902* NAD 83(1986)-  44 37 42.     (N)    110 28 52.     (W)     SCALED    
 PY0902* NAVD 88     -      2370.338  (meters)    7776.68   (feet)  ADJUSTED  
 PY0902  ___________________________________________________________________
 PY0902  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 PY0902  DYNAMIC HT  -        2368.774 (meters)    7771.55  (feet)  COMP
 PY0902  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 PY0902
 PY0902  VERT ORDER  -  FIRST     CLASS II
 PY0902
 PY0902.The horizontal coordinates were scaled from a topographic map and have
 PY0902.an estimated accuracy of +/- 6 seconds.
 PY0902
 PY0902.The orthometric height was determined by differential leveling
 PY0902.and adjusted by the National Geodetic Survey in June 1991..
 PY0902
 PY0902.The geoid height was determined by GEOID03.
 PY0902
 PY0902.The dynamic height is computed by dividing the NAVD 88
 PY0902.geopotential number by the normal gravity value computed on the
 PY0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0902.degrees latitude (g = 980.6199 gals.).
 PY0902
 PY0902.The modeled gravity was interpolated from observed gravity values.
 PY0902
 PY0902;                    North         East    Units  Estimated Accuracy
 PY0902;SPC WYWC     -   460,020.      462,640.      MT  (+/- 180 meters Scaled)
 PY0902
 PY0902                          SUPERSEDED SURVEY CONTROL
 PY0902
 PY0902  NGVD 29 (08/20/92) 2368.948  (m)         7772.12   (f) ADJUSTED    1 2
 PY0902
 PY0902.Superseded values are not recommended for survey control.
 PY0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0902.See file dsdata.txt to determine how the superseded data were derived.
 PY0902
 PY0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ411417(NAD 83)
 PY0902_MARKER: DB = BENCH MARK DISK
 PY0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0902_SP_SET: CONCRETE POST
 PY0902_STAMPING: 6 RDS 1955
 PY0902_MARK LOGO: USGS  
 PY0902_PROJECTION: PROJECTING 10 CENTIMETERS
 PY0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0902+STABILITY: SURFACE MOTION
 PY0902
 PY0902  HISTORY     - Date     Condition        Report By
 PY0902  HISTORY     - 1955     MONUMENTED       USGS
 PY0902  HISTORY     - 1987     GOOD             NGS
 PY0902
 PY0902                          STATION DESCRIPTION
 PY0902
 PY0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0902'13.3 KM (8.25 MI) SOUTH FROM CANYON JUNCTION.
 PY0902'10.9 KM (6.75 MI) SOUTH ALONG THE MAIN ROAD FROM CANYON JUNCTION,
 PY0902'THENCE 2.4 KM (1.50 MI) WESTERLY ALONG TROUT CREEK TRAIL (OLD FIRE
 PY0902'ROAD TO MARY LAKE, 21.3 M (69.9 FT) SOUTHEAST OF A JUNCTION OF THE
 PY0902'TRAIL AND AN OLD ROAD TO AN ABANDONED DUMP SITE, AND 12.2 M (40.0 FT)
 PY0902'SOUTH OF THE TRAIL CENTER.
 PY0902'THE MARK IS ABOVE LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0464 ***********************************************************************
 OU0464  DESIGNATION -  6 RGB
 OU0464  PID         -  OU0464
 OU0464  STATE/COUNTY-  WY/WESTON
 OU0464  USGS QUAD   -  PINEY CANYON SE (1971)
 OU0464
 OU0464                         *CURRENT SURVEY CONTROL
 OU0464  ___________________________________________________________________
 OU0464* NAD 83(1986)-  43 31 01.     (N)    105 00 17.     (W)     SCALED    
 OU0464* NAVD 88     -      1331.929  (meters)    4369.84   (feet)  POSTED    
 OU0464  ___________________________________________________________________
 OU0464  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 OU0464  DYNAMIC HT  -        1331.250 (meters)    4367.61  (feet)  COMP
 OU0464  MODELED GRAV-     980,061.5   (mgal)                       NAVD 88
 OU0464
 OU0464  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0464
 OU0464.The horizontal coordinates were scaled from a topographic map and have
 OU0464.an estimated accuracy of +/- 6 seconds.
 OU0464
 OU0464.The orthometric height was determined by differential leveling
 OU0464.and adjusted by the National Geodetic Survey in 1992..
 OU0464.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0464.rate of 0.0 thru 1.0 mm/km.
 OU0464
 OU0464.The geoid height was determined by GEOID03.
 OU0464
 OU0464.The dynamic height is computed by dividing the NAVD 88
 OU0464.geopotential number by the normal gravity value computed on the
 OU0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0464.degrees latitude (g = 980.6199 gals.).
 OU0464
 OU0464.The modeled gravity was interpolated from observed gravity values.
 OU0464
 OU0464;                    North         East    Units  Estimated Accuracy
 OU0464;SPC WY E     -   335,090.      213,090.      MT  (+/- 180 meters Scaled)
 OU0464
 OU0464                          SUPERSEDED SURVEY CONTROL
 OU0464
 OU0464.No superseded survey control is available for this station.
 OU0464
 OU0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ996182(NAD 83)
 OU0464_MARKER: DB = BENCH MARK DISK
 OU0464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0464_SP_SET: COPPER-CLAD STEEL ROD
 OU0464_STAMPING: 6 RGB 1971
 OU0464_MARK LOGO: USGS  
 OU0464_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0464+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0464
 OU0464  HISTORY     - Date     Condition        Report By
 OU0464  HISTORY     - 1971     MONUMENTED       USGS
 OU0464
 OU0464                          STATION DESCRIPTION
 OU0464
 OU0464'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0464'FROM BILL, WYOMING, PROCEED APPOXIMATELY 21 MILES NORTHEAST ALONG
 OU0464'DULL CENTER ROAD, THENCE 6.0 MILES NORTH ALONG ROCHELLE HILLS, THENCE
 OU0464'2.6 MILES EAST ALONG KEYTON ROAD TO A T-ROAD NORTHWEST, 34 FEET
 OU0464'SOUTHEAST OF THE CENTERLINE AT T-ROAD, 3 FEET NORTHWEST OF A WITNESS
 OU0464'SIGN, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0876 ***********************************************************************
 MR0876  DESIGNATION -  6 SC
 MR0876  PID         -  MR0876
 MR0876  STATE/COUNTY-  WY/LINCOLN
 MR0876  USGS QUAD   -  GRAHAM RESERVOIR (1980)
 MR0876
 MR0876                         *CURRENT SURVEY CONTROL
 MR0876  ___________________________________________________________________
 MR0876* NAD 83(1986)-  41 55 56.     (N)    110 16 22.     (W)     SCALED    
 MR0876* NAVD 88     -      2063.258  (meters)    6769.21   (feet)  ADJUSTED  
 MR0876  ___________________________________________________________________
 MR0876  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 MR0876  DYNAMIC HT  -        2061.500 (meters)    6763.44  (feet)  COMP
 MR0876  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 MR0876
 MR0876  VERT ORDER  -  THIRD
 MR0876
 MR0876.The horizontal coordinates were scaled from a topographic map and have
 MR0876.an estimated accuracy of +/- 6 seconds.
 MR0876
 MR0876.The orthometric height was determined by differential leveling
 MR0876.and adjusted by the National Geodetic Survey in December 1993..
 MR0876
 MR0876.The geoid height was determined by GEOID03.
 MR0876
 MR0876.The dynamic height is computed by dividing the NAVD 88
 MR0876.geopotential number by the normal gravity value computed on the
 MR0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0876.degrees latitude (g = 980.6199 gals.).
 MR0876
 MR0876.The modeled gravity was interpolated from observed gravity values.
 MR0876
 MR0876;                    North         East    Units  Estimated Accuracy
 MR0876;SPC WY W     -   259,070.      784,290.      MT  (+/- 180 meters Scaled)
 MR0876
 MR0876                          SUPERSEDED SURVEY CONTROL
 MR0876
 MR0876.No superseded survey control is available for this station.
 MR0876
 MR0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM602425(NAD 83)
 MR0876_MARKER: DB = BENCH MARK DISK
 MR0876_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0876_SP_SET: COPPER-CLAD STEEL ROD
 MR0876_STAMPING: 6 SC 1969
 MR0876_MARK LOGO: USGS  
 MR0876_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0876+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0876
 MR0876  HISTORY     - Date     Condition        Report By
 MR0876  HISTORY     - 1969     MONUMENTED       USGS
 MR0876
 MR0876                          STATION DESCRIPTION
 MR0876
 MR0876'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0876'FROM KEMMERER, WYOMING POST OFFICE, PROCEED 20.1 MILES NORTHEASTERLY
 MR0876'ALONG U S HIGHWAY 189 TO JUNCTION WITH OPAL CUTOFF ROAD(1208), 12.8
 MR0876'MILES NORTH ALONG STATE ROAD 1208 FROM OPAL, WYOMING RAILROAD
 MR0876'STATION, 118 FEET SOUTHWEST ALONG HIGHWAY 189 FROM HIGHWAY JUNCTION
 MR0876'AND 100 FEET SOUTHEAST OF THE CENTERLINE AND PERPENDICULAR TO HIGHWAY
 MR0876'189, ENCASED IN AN 8 INCH TILE AND NEAR A STEEL FENCE POST AND SIGN,
 MR0876'SET IN A COPPER-CLAD STEEL ROD DRIVE 8.0 FEET AND FLUSH WITH THE
 MR0876'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0495 ***********************************************************************
 OU0495  DESIGNATION -  6 SJS
 OU0495  PID         -  OU0495
 OU0495  STATE/COUNTY-  WY/CONVERSE
 OU0495  USGS QUAD   -  COLTER DRAW (1970)
 OU0495
 OU0495                         *CURRENT SURVEY CONTROL
 OU0495  ___________________________________________________________________
 OU0495* NAD 83(1986)-  43 14 19.     (N)    105 06 06.     (W)     SCALED    
 OU0495* NAVD 88     -      1415.821  (meters)    4645.07   (feet)  ADJUSTED  
 OU0495  ___________________________________________________________________
 OU0495  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 OU0495  DYNAMIC HT  -        1415.047 (meters)    4642.53  (feet)  COMP
 OU0495  MODELED GRAV-     980,024.2   (mgal)                       NAVD 88
 OU0495
 OU0495  VERT ORDER  -  THIRD
 OU0495
 OU0495.The horizontal coordinates were scaled from a topographic map and have
 OU0495.an estimated accuracy of +/- 6 seconds.
 OU0495
 OU0495.The orthometric height was determined by differential leveling
 OU0495.and adjusted by the National Geodetic Survey in December 1993..
 OU0495
 OU0495.The geoid height was determined by GEOID03.
 OU0495
 OU0495.The dynamic height is computed by dividing the NAVD 88
 OU0495.geopotential number by the normal gravity value computed on the
 OU0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0495.degrees latitude (g = 980.6199 gals.).
 OU0495
 OU0495.The modeled gravity was interpolated from observed gravity values.
 OU0495
 OU0495;                    North         East    Units  Estimated Accuracy
 OU0495;SPC WY E     -   304,160.      205,280.      MT  (+/- 180 meters Scaled)
 OU0495
 OU0495                          SUPERSEDED SURVEY CONTROL
 OU0495
 OU0495.No superseded survey control is available for this station.
 OU0495
 OU0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH917873(NAD 83)
 OU0495_MARKER: DB = BENCH MARK DISK
 OU0495_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0495+WITH SETTING: INFORMATION.
 OU0495_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0495_STAMPING: 6 SJS 1970
 OU0495_MARK LOGO: USGS  
 OU0495_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0495
 OU0495  HISTORY     - Date     Condition        Report By
 OU0495  HISTORY     - 1970     MONUMENTED       USGS
 OU0495
 OU0495                          STATION DESCRIPTION
 OU0495
 OU0495'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0495'FROM BILL, WY, PROCEED 8.00 MILES (12.87 KM) EAST ALONG ROAD TO THE
 OU0495'KETELSEN RANCH, IN THE SE 1/4 OF S.26, T.38 N, R.69 W., APPROXIMATELY
 OU0495'1600 FEET (487.7 M) EAST OF RAT CREEK, 1150 FEET (350.5 M) NORTHEAST
 OU0495'OF A ROAD FORK SOUTHEAST, ON THE TOP OF A HILL, 1.7 FEET (0.5 M)
 OU0495'NORTH OF THE ROAD, ENCASED BY A 6-INCH WHITE PLASTIC PIPE, AND SET ON
 OU0495'A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0341 ***********************************************************************
 NS0341  DESIGNATION -  6 TET
 NS0341  PID         -  NS0341
 NS0341  STATE/COUNTY-  WY/SWEETWATER
 NS0341  USGS QUAD   -  TWELVEMILE KNOLL (1980)
 NS0341
 NS0341                         *CURRENT SURVEY CONTROL
 NS0341  ___________________________________________________________________
 NS0341* NAD 83(1986)-  42 09 59.     (N)    109 37 37.     (W)     SCALED    
 NS0341* NAVD 88     -      2061.695  (meters)    6764.08   (feet)  ADJUSTED  
 NS0341  ___________________________________________________________________
 NS0341  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NS0341  DYNAMIC HT  -        2059.959 (meters)    6758.38  (feet)  COMP
 NS0341  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 NS0341
 NS0341  VERT ORDER  -  THIRD
 NS0341
 NS0341.The horizontal coordinates were scaled from a topographic map and have
 NS0341.an estimated accuracy of +/- 6 seconds.
 NS0341
 NS0341.The orthometric height was determined by differential leveling
 NS0341.and adjusted by the National Geodetic Survey in December 1993..
 NS0341
 NS0341.The geoid height was determined by GEOID03.
 NS0341
 NS0341.The dynamic height is computed by dividing the NAVD 88
 NS0341.geopotential number by the normal gravity value computed on the
 NS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0341.degrees latitude (g = 980.6199 gals.).
 NS0341
 NS0341.The modeled gravity was interpolated from observed gravity values.
 NS0341
 NS0341;                    North         East    Units  Estimated Accuracy
 NS0341;SPC WYWC     -   185,430.      527,540.      MT  (+/- 180 meters Scaled)
 NS0341
 NS0341                          SUPERSEDED SURVEY CONTROL
 NS0341
 NS0341.No superseded survey control is available for this station.
 NS0341
 NS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM134691(NAD 83)
 NS0341_MARKER: DB = BENCH MARK DISK
 NS0341_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0341_SP_SET: COPPER-CLAD STEEL ROD
 NS0341_STAMPING: 6 TET 1968
 NS0341_MARK LOGO: USGS  
 NS0341_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0341+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0341
 NS0341  HISTORY     - Date     Condition        Report By
 NS0341  HISTORY     - 1968     MONUMENTED       USGS
 NS0341
 NS0341                          STATION DESCRIPTION
 NS0341
 NS0341'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0341'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0341'8.7 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD
 NS0341'NUMBER 4242) NEAR THE SOUTHWEST 1/4 CORNER OF SECTION 6/TOWNSHIP 25
 NS0341'NORTH/RANGE 107 WEST, ABOUT 0.3 MILES WEST OF A LARGE EARTH CHECK
 NS0341'DAM, 60 FEET NORTH OF THE ROAD, SET IN A COPPER-CLAD STEEL ROD AND
 NS0341'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0434 ***********************************************************************
 MO0434  DESIGNATION -  6 WEW
 MO0434  PID         -  MO0434
 MO0434  STATE/COUNTY-  WY/LARAMIE
 MO0434  USGS QUAD   -  FARTHING (1978)
 MO0434
 MO0434                         *CURRENT SURVEY CONTROL
 MO0434  ___________________________________________________________________
 MO0434* NAD 83(1986)-  41 36 13.     (N)    105 14 38.     (W)     SCALED    
 MO0434* NAVD 88     -      2089.816  (meters)    6856.34   (feet)  ADJUSTED  
 MO0434  ___________________________________________________________________
 MO0434  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 MO0434  DYNAMIC HT  -        2088.145 (meters)    6850.86  (feet)  COMP
 MO0434  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 MO0434
 MO0434  VERT ORDER  -  SECOND    CLASS 0
 MO0434
 MO0434.The horizontal coordinates were scaled from a topographic map and have
 MO0434.an estimated accuracy of +/- 6 seconds.
 MO0434
 MO0434.The orthometric height was determined by differential leveling
 MO0434.and adjusted by the National Geodetic Survey in June 1991..
 MO0434
 MO0434.The geoid height was determined by GEOID03.
 MO0434
 MO0434.The dynamic height is computed by dividing the NAVD 88
 MO0434.geopotential number by the normal gravity value computed on the
 MO0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0434.degrees latitude (g = 980.6199 gals.).
 MO0434
 MO0434.The modeled gravity was interpolated from observed gravity values.
 MO0434
 MO0434;                    North         East    Units  Estimated Accuracy
 MO0434;SPC WY E     -   122,560.      193,560.      MT  (+/- 180 meters Scaled)
 MO0434
 MO0434                          SUPERSEDED SURVEY CONTROL
 MO0434
 MO0434  NGVD 29 (??/??/92) 2088.859  (m)         6853.20   (f) ADJ UNCH    2 0
 MO0434
 MO0434.Superseded values are not recommended for survey control.
 MO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0434.See file dsdata.txt to determine how the superseded data were derived.
 MO0434
 MO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG796057(NAD 83)
 MO0434_MARKER: DD = SURVEY DISK
 MO0434_SETTING: 80 = SET IN A BOULDER
 MO0434_SP_SET: RED BOULDER
 MO0434_STAMPING: 6 WEW 1953 6853
 MO0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0434+STABILITY: SURFACE MOTION
 MO0434
 MO0434  HISTORY     - Date     Condition        Report By
 MO0434  HISTORY     - 1953     MONUMENTED       USGS
 MO0434  HISTORY     - 1966     GOOD             NGS
 MO0434
 MO0434                          STATION DESCRIPTION
 MO0434
 MO0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0434'4.8 MI NW FROM FARTHING.
 MO0434'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0434'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 2.95 MILES
 MO0434'NORTHWEST ALONG A PRIVATE ROAD, 0.35 MILE NORTHWEST OF A GATE,
 MO0434'IN THE TOP OF A SMALL RED BOULDER PROJECTING ABOUT 1/2 FOOT,
 MO0434'41 FEET WEST OF THE CENTER LINE OF THE ROAD, 51 FEET SOUTHWEST
 MO0434'OF THE CENTER OF THE CROSSING OF A CREEK, 6.4 FEET WEST OF A
 MO0434'WITNESS POST, AND ABOUT 12 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0396 ***********************************************************************
 NR0396  DESIGNATION -  6000
 NR0396  PID         -  NR0396
 NR0396  STATE/COUNTY-  WY/NATRONA
 NR0396  USGS QUAD   -  BENTON BASIN SW (1984)
 NR0396
 NR0396                         *CURRENT SURVEY CONTROL
 NR0396  ___________________________________________________________________
 NR0396* NAD 83(1993)-  42 36 18.27018(N)    106 57 42.49087(W)     ADJUSTED  
 NR0396* NAVD 88     -      1829.2    (meters)    6001.     (feet)  VERTCON   
 NR0396  ___________________________________________________________________
 NR0396  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 NR0396  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 NR0396
 NR0396  HORZ ORDER  -  THIRD
 NR0396  VERT ORDER  -  THIRD ? (See Below)
 NR0396
 NR0396.The horizontal coordinates were established by classical geodetic methods
 NR0396.and adjusted by the National Geodetic Survey in January 1997..
 NR0396
 NR0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0396.The vertical order pertains to the NGVD 29 superseded value.
 NR0396
 NR0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0396
 NR0396.The geoid height was determined by GEOID03.
 NR0396
 NR0396;                    North         East     Units Scale Factor Converg.
 NR0396;SPC WYEC     -   333,851.657   430,486.353   MT  0.99994893   +0 15 05.4
 NR0396;UTM  13      - 4,718,825.960   339,073.715   MT  0.99991863   -1 19 41.9
 NR0396
 NR0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0396!SPC WYEC     -   0.99971514  x   0.99994893  =   0.99966408
 NR0396!UTM  13      -   0.99971514  x   0.99991863  =   0.99963379
 NR0396
 NR0396:                Primary Azimuth Mark                     Grid Az
 NR0396:SPC WYEC     -  BLACKROCK                                276 12 38.8
 NR0396:UTM  13      -  BLACKROCK                                277 47 26.1
 NR0396
 NR0396|---------------------------------------------------------------------|
 NR0396| PID    Reference Object                     Distance      Geod. Az  |
 NR0396|                                                           dddmmss.s |
 NR0396| NR0402 BLACKROCK                           APPROX. 6.3 KM 2762744.2 |
 NR0396|---------------------------------------------------------------------|
 NR0396
 NR0396                          SUPERSEDED SURVEY CONTROL
 NR0396
 NR0396  NAD 83(1986)-  42 36 18.25825(N)    106 57 42.47543(W) AD(       ) 3
 NR0396  NAD 27      -  42 36 18.40337(N)    106 57 40.28681(W) AD(       ) 3
 NR0396  NGVD 29 (07/19/86) 1828.3    (m)         5998.     (f) LEVELING    3  
 NR0396
 NR0396.Superseded values are not recommended for survey control.
 NR0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0396.See file dsdata.txt to determine how the superseded data were derived.
 NR0396
 NR0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH3907418826(NAD 83)
 NR0396
 NR0396  HISTORY     - Date     Condition        Report By
 NR0396  HISTORY     - UNK      MONUMENTED       USGS
 NR0396  HISTORY     - 1957     GOOD             USGS
 NR0396
 NR0396                          STATION DESCRIPTION
 NR0396
 NR0396'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0396'RECOVERED IN GOOD CONDITION.
 NR0396'
 NR0396'STATION LOCATED ABOUT 14 MI. W. OF ALCOVA AND 4 MI. N. HIGHWAY 220.
 NR0396'
 NR0396'TO REACH FROM POST OFFICE IN ALCOVA, GO SW. ON HIGHWAY 220 16.25 MI.
 NR0396'TO JUNCTION DIRT RD. CROSSING AT MAIL BOXES FOR SANFORD AND UC
 NR0396'RANCHES, TURN RIGHT THRU CATTLEGUARD AND FOLLOW MAIN RD. NORTHEASTERLY
 NR0396'1.8 MI. TO FENCE, CONTINUE 2.4 MI. TO Y-FORK, TAKE RIGHT 0.1 MI.,
 NR0396'THENCE RIGHT APPROXIMATELY 150 FT. TO STATION.
 NR0396'
 NR0396'STATION MARK--STANDARD IRON PIPE AND CAP PROJECTING 2.15 FT., STAMPED
 NR0396'---6000---.
 NR0396'
 NR0396'REFERENCE MARK NO. 1--STANDARD CAP SET IN CONCRETE PROJECTING 4 IN.,
 NR0396'STAMPED ---BM 6000 NO. 1 1948--- AND IS 52.38 FT. N. OF STATION,
 NR0396'S 48 DEG 57 MIN E.
 NR0396'
 NR0396'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER IN CONCRETE
 NR0396'POST PROJECTING 4 IN. AND IS 39.70 FT. E. OF STATION,
 NR0396'S 64 DEG 22 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0392 ***********************************************************************
 MO0392  DESIGNATION -  6029
 MO0392  PID         -  MO0392
 MO0392  STATE/COUNTY-  WY/ALBANY
 MO0392  USGS QUAD   -  POE MOUNTAIN (1981)
 MO0392
 MO0392                         *CURRENT SURVEY CONTROL
 MO0392  ___________________________________________________________________
 MO0392* NAD 83(1986)-  41 46 26.     (N)    105 21 00.     (W)     SCALED    
 MO0392* NAVD 88     -      1838.746  (meters)    6032.62   (feet)  ADJUSTED  
 MO0392  ___________________________________________________________________
 MO0392  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 MO0392  DYNAMIC HT  -        1837.377 (meters)    6028.13  (feet)  COMP
 MO0392  MODELED GRAV-     979,811.6   (mgal)                       NAVD 88
 MO0392
 MO0392  VERT ORDER  -  SECOND    CLASS 0
 MO0392
 MO0392.The horizontal coordinates were scaled from a topographic map and have
 MO0392.an estimated accuracy of +/- 6 seconds.
 MO0392
 MO0392.The orthometric height was determined by differential leveling
 MO0392.and adjusted by the National Geodetic Survey in June 1991..
 MO0392
 MO0392.The geoid height was determined by GEOID03.
 MO0392
 MO0392.The dynamic height is computed by dividing the NAVD 88
 MO0392.geopotential number by the normal gravity value computed on the
 MO0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0392.degrees latitude (g = 980.6199 gals.).
 MO0392
 MO0392.The modeled gravity was interpolated from observed gravity values.
 MO0392
 MO0392;                    North         East    Units  Estimated Accuracy
 MO0392;SPC WY E     -   141,480.      184,760.      MT  (+/- 180 meters Scaled)
 MO0392
 MO0392                          SUPERSEDED SURVEY CONTROL
 MO0392
 MO0392  NGVD 29 (??/??/92) 1837.850  (m)         6029.68   (f) ADJ UNCH    2 0
 MO0392
 MO0392.Superseded values are not recommended for survey control.
 MO0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0392.See file dsdata.txt to determine how the superseded data were derived.
 MO0392
 MO0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG709247(NAD 83)
 MO0392_MARKER: DD = SURVEY DISK
 MO0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0392_STAMPING: 6029
 MO0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0392+STABILITY: SURFACE MOTION
 MO0392
 MO0392  HISTORY     - Date     Condition        Report By
 MO0392  HISTORY     - UNK      MONUMENTED       WYHD
 MO0392  HISTORY     - 1966     GOOD             NGS
 MO0392
 MO0392                          STATION DESCRIPTION
 MO0392
 MO0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0392'33.3 MI SW FROM WHEATLAND.
 MO0392'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0392'WHEATLAND, THENCE 26.6 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0392'NEAR THE EDGE OF THE SYBILLE GAME AND FISH EXPERIMENTAL UNIT,
 MO0392'52 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 86 FEET
 MO0392'NORTHEAST OF A T FENCE JUNCTION, 90 FEET NORTHEAST OF THE
 MO0392'NORTHWEST EDGE OF SYBILLE GAME AND FISH SIGN, 2.1 FEET NORTHEAST
 MO0392'OF A WITNESS POST, 0.4 FOOT SOUTHEAST OF A FENCE, ABOUT 10 FEET
 MO0392'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MO0392'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0408 ***********************************************************************
 MQ0408  DESIGNATION -  6031
 MQ0408  PID         -  MQ0408
 MQ0408  STATE/COUNTY-  WY/SWEETWATER
 MQ0408  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0408
 MQ0408                         *CURRENT SURVEY CONTROL
 MQ0408  ___________________________________________________________________
 MQ0408* NAD 83(1986)-  41 22 48.     (N)    109 36 37.     (W)     SCALED    
 MQ0408* NAVD 88     -      1847.010  (meters)    6059.73   (feet)  ADJUSTED  
 MQ0408  ___________________________________________________________________
 MQ0408  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 MQ0408  DYNAMIC HT  -        1845.391 (meters)    6054.42  (feet)  COMP
 MQ0408  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 MQ0408
 MQ0408  VERT ORDER  -  FIRST     CLASS II
 MQ0408
 MQ0408.The horizontal coordinates were scaled from a topographic map and have
 MQ0408.an estimated accuracy of +/- 6 seconds.
 MQ0408
 MQ0408.The orthometric height was determined by differential leveling
 MQ0408.and adjusted by the National Geodetic Survey in June 1991..
 MQ0408
 MQ0408.The geoid height was determined by GEOID03.
 MQ0408
 MQ0408.The dynamic height is computed by dividing the NAVD 88
 MQ0408.geopotential number by the normal gravity value computed on the
 MQ0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0408.degrees latitude (g = 980.6199 gals.).
 MQ0408
 MQ0408.The modeled gravity was interpolated from observed gravity values.
 MQ0408
 MQ0408;                    North         East    Units  Estimated Accuracy
 MQ0408;SPC WYWC     -    98,080.      528,040.      MT  (+/- 180 meters Scaled)
 MQ0408
 MQ0408                          SUPERSEDED SURVEY CONTROL
 MQ0408
 MQ0408.No superseded survey control is available for this station.
 MQ0408
 MQ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL162818(NAD 83)
 MQ0408_MARKER: DB = BENCH MARK DISK
 MQ0408_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MQ0408_SP_SET: RETAINING WALL
 MQ0408_STAMPING: 6031
 MQ0408_MARK LOGO: BOR   
 MQ0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0408
 MQ0408  HISTORY     - Date     Condition        Report By
 MQ0408  HISTORY     - UNK      MONUMENTED       BOR
 MQ0408  HISTORY     - 1984     GOOD             NGS
 MQ0408
 MQ0408                          STATION DESCRIPTION
 MQ0408
 MQ0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0408'22.3 KM (13.85 MI) SW FROM GREEN RIVER.
 MQ0408'22.3 KM (13.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0408'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0408'IN GREEN RIVER, IN THE SOUTHEAST END OF THE NORTH CONCRETE RETAINING
 MQ0408'WALL OF THE HIGHWAY BRIDGE OVER BLACK FORK RIVER, AND 4.5 M (14.8 FT)
 MQ0408'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 MQ0408'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0080 ***********************************************************************
 OX0080  DESIGNATION -  6050.27
 OX0080  PID         -  OX0080
 OX0080  STATE/COUNTY-  WY/TETON
 OX0080  USGS QUAD   -  CACHE CREEK (1996)
 OX0080
 OX0080                         *CURRENT SURVEY CONTROL
 OX0080  ___________________________________________________________________
 OX0080* NAD 83(1986)-  43 23 17.     (N)    110 44 40.     (W)     SCALED    
 OX0080* NAVD 88     -      1845.331  (meters)    6054.22   (feet)  ADJUSTED  
 OX0080  ___________________________________________________________________
 OX0080  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 OX0080  DYNAMIC HT  -        1844.099 (meters)    6050.18  (feet)  COMP
 OX0080  MODELED GRAV-     979,886.9   (mgal)                       NAVD 88
 OX0080
 OX0080  VERT ORDER  -  FIRST     CLASS II
 OX0080
 OX0080.The horizontal coordinates were scaled from a topographic map and have
 OX0080.an estimated accuracy of +/- 6 seconds.
 OX0080
 OX0080.The orthometric height was determined by differential leveling
 OX0080.and adjusted by the National Geodetic Survey in June 1991..
 OX0080
 OX0080.The geoid height was determined by GEOID03.
 OX0080
 OX0080.The dynamic height is computed by dividing the NAVD 88
 OX0080.geopotential number by the normal gravity value computed on the
 OX0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0080.degrees latitude (g = 980.6199 gals.).
 OX0080
 OX0080.The modeled gravity was interpolated from observed gravity values.
 OX0080
 OX0080;                    North         East    Units  Estimated Accuracy
 OX0080;SPC WY W     -   420,980.      746,440.      MT  (+/- 180 meters Scaled)
 OX0080
 OX0080                          SUPERSEDED SURVEY CONTROL
 OX0080
 OX0080  NGVD 29 (??/??/92) 1844.058  (m)         6050.05   (f) ADJ UNCH    1 2
 OX0080
 OX0080.Superseded values are not recommended for survey control.
 OX0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0080.See file dsdata.txt to determine how the superseded data were derived.
 OX0080
 OX0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP206039(NAD 83)
 OX0080_MARKER: X = CHISELED CROSS
 OX0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0080_SP_SET: RETAINING WALL
 OX0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0080
 OX0080  HISTORY     - Date     Condition        Report By
 OX0080  HISTORY     - UNK      MONUMENTED       USGS
 OX0080  HISTORY     - 1927     GOOD             USGS
 OX0080
 OX0080                          STATION DESCRIPTION
 OX0080
 OX0080'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 OX0080'8.2 MI S FROM JACKSON.
 OX0080'8.2 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0080'ABOUT 0.2 MILE SOUTH OF GAME CREEK, SOUTHWEST OF THE HIGHWAY, AND ON
 OX0080'THE TOP OF THE SOUTH END OF A RETAINING WALL.  A CROSS, MARKED BY THE
 OX0080'PAINTED LETTERS U.S.B.M. 6050.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0278 ***********************************************************************
 NT0278  DESIGNATION -  6072
 NT0278  PID         -  NT0278
 NT0278  STATE/COUNTY-  WY/LINCOLN
 NT0278  USGS QUAD   -  BORDER (1980)
 NT0278
 NT0278                         *CURRENT SURVEY CONTROL
 NT0278  ___________________________________________________________________
 NT0278* NAD 83(1986)-  42 10 58.     (N)    111 02 51.     (W)     SCALED    
 NT0278* NAVD 88     -      1852.716  (meters)    6078.45   (feet)  ADJUSTED  
 NT0278  ___________________________________________________________________
 NT0278  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NT0278  DYNAMIC HT  -        1851.267 (meters)    6073.70  (feet)  COMP
 NT0278  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 NT0278
 NT0278  VERT ORDER  -  SECOND    CLASS 0
 NT0278
 NT0278.The horizontal coordinates were scaled from a topographic map and have
 NT0278.an estimated accuracy of +/- 6 seconds.
 NT0278
 NT0278.The orthometric height was determined by differential leveling
 NT0278.and adjusted by the National Geodetic Survey in June 1991..
 NT0278
 NT0278.The geoid height was determined by GEOID03.
 NT0278
 NT0278.The dynamic height is computed by dividing the NAVD 88
 NT0278.geopotential number by the normal gravity value computed on the
 NT0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0278.degrees latitude (g = 980.6199 gals.).
 NT0278
 NT0278.The modeled gravity was interpolated from observed gravity values.
 NT0278
 NT0278;                    North         East    Units  Estimated Accuracy
 NT0278;SPC WY W     -   287,330.      720,350.      MT  (+/- 180 meters Scaled)
 NT0278
 NT0278                          SUPERSEDED SURVEY CONTROL
 NT0278
 NT0278  NGVD 29 (??/??/92) 1851.438  (m)         6074.26   (f) ADJ UNCH    2 0
 NT0278
 NT0278.Superseded values are not recommended for survey control.
 NT0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0278.See file dsdata.txt to determine how the superseded data were derived.
 NT0278
 NT0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM960700(NAD 83)
 NT0278_MARKER: P = PIPE CAP
 NT0278_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0278_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0278_STAMPING: 6072
 NT0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0278
 NT0278  HISTORY     - Date     Condition        Report By
 NT0278  HISTORY     - UNK      MONUMENTED       USGS
 NT0278  HISTORY     - 1934     GOOD             NGS
 NT0278
 NT0278                          STATION DESCRIPTION
 NT0278
 NT0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0278'IN BORDER.
 NT0278'AT BORDER, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 3 FEET EAST
 NT0278'OF A WYOMING-IDAHO STATE LINE MARKER, 48 FEET NORTH OF THE NORTH SIDE
 NT0278'OF THE SECTION FOREMANS HOUSE, 50 FEET NORTHWEST OF A POLE, 40 FEET
 NT0278'SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND 7 FEET WEST OF THE
 NT0278'CENTER LINE OF THE WALK LEADING TO THE SECTION FOREMANS HOUSE.  A
 NT0278'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6072 AND RIVETED
 NT0278'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0100 ***********************************************************************
 OX0100  DESIGNATION -  6077.12
 OX0100  PID         -  OX0100
 OX0100  STATE/COUNTY-  WY/TETON
 OX0100  USGS QUAD   -  JACKSON (1996)
 OX0100
 OX0100                         *CURRENT SURVEY CONTROL
 OX0100  ___________________________________________________________________
 OX0100* NAD 83(1986)-  43 29 54.     (N)    110 52 32.     (W)     SCALED    
 OX0100* NAVD 88     -      1873.565  (meters)    6146.85   (feet)  ADJUSTED  
 OX0100  ___________________________________________________________________
 OX0100  GEOID HEIGHT-          -9.68  (meters)                     GEOID03
 OX0100  DYNAMIC HT  -        1872.337 (meters)    6142.83  (feet)  COMP
 OX0100  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 OX0100
 OX0100  VERT ORDER  -  FIRST     CLASS II
 OX0100
 OX0100.The horizontal coordinates were scaled from a topographic map and have
 OX0100.an estimated accuracy of +/- 6 seconds.
 OX0100
 OX0100.The orthometric height was determined by differential leveling
 OX0100.and adjusted by the National Geodetic Survey in June 1991..
 OX0100
 OX0100.The geoid height was determined by GEOID03.
 OX0100
 OX0100.The dynamic height is computed by dividing the NAVD 88
 OX0100.geopotential number by the normal gravity value computed on the
 OX0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0100.degrees latitude (g = 980.6199 gals.).
 OX0100
 OX0100.The modeled gravity was interpolated from observed gravity values.
 OX0100
 OX0100;                    North         East    Units  Estimated Accuracy
 OX0100;SPC WY W     -   433,320.      735,930.      MT  (+/- 180 meters Scaled)
 OX0100
 OX0100                          SUPERSEDED SURVEY CONTROL
 OX0100
 OX0100  NGVD 29 (??/??/92) 1872.290  (m)         6142.67   (f) ADJ UNCH    1 2
 OX0100
 OX0100.Superseded values are not recommended for survey control.
 OX0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0100.See file dsdata.txt to determine how the superseded data were derived.
 OX0100
 OX0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP100161(NAD 83)
 OX0100_MARKER: DD = SURVEY DISK
 OX0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0100_SP_SET: CULVERT
 OX0100_STAMPING: 6077.12 1928
 OX0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0100
 OX0100  HISTORY     - Date     Condition        Report By
 OX0100  HISTORY     - 1928     MONUMENTED       BPR
 OX0100  HISTORY     - 1966     GOOD             NGS
 OX0100
 OX0100                          STATION DESCRIPTION
 OX0100
 OX0100'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 OX0100'7.2 MI W FROM JACKSON.
 OX0100'7.2 MILES WEST ALONG STATE HIGHWAY 22 FROM JACKSON, TETON COUNTY, AT
 OX0100'WILSON, ABOUT 0.2 MILE WEST OF THE BRIDGE OVER FISH CREEK, AT A
 OX0100'CONCRETE CULVERT, IN THE TOP OF THE NORTH HEAD WALL, AND 15.8 FEET
 OX0100'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF
 OX0100'PUBLIC ROADS STANDARD DISK, STAMPED 6077.12 1928.  NOTE-- ADD TO
 OX0100'DESCRIPTION ABOUT 300 FT. NORTHWESTERLY OF POST OFFICE AT WILSON.
 OX0100'CHANGE 0.2 MILE WEST OF THE BRIDGE OVER FISH CREEK TO 0.1 MILE WEST OF
 OX0100'THE BRIDGE OVER FISH CREEK AS HIGHWAY ROUTE HAS BEEN CHANGED.
 OX0100
 OX0100                          STATION RECOVERY (1966)
 OX0100
 OX0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OX0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0086 ***********************************************************************
 OX0086  DESIGNATION -  6097.2
 OX0086  PID         -  OX0086
 OX0086  STATE/COUNTY-  WY/TETON
 OX0086  USGS QUAD   -  JACKSON (1996)
 OX0086
 OX0086                         *CURRENT SURVEY CONTROL
 OX0086  ___________________________________________________________________
 OX0086* NAD 83(1986)-  43 25 29.     (N)    110 46 41.     (W)     SCALED    
 OX0086* NAVD 88     -      1859.685  (meters)    6101.32   (feet)  ADJUSTED  
 OX0086  ___________________________________________________________________
 OX0086  GEOID HEIGHT-          -9.93  (meters)                     GEOID03
 OX0086  DYNAMIC HT  -        1858.423 (meters)    6097.18  (feet)  COMP
 OX0086  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 OX0086
 OX0086  VERT ORDER  -  FIRST     CLASS II
 OX0086
 OX0086.The horizontal coordinates were scaled from a topographic map and have
 OX0086.an estimated accuracy of +/- 6 seconds.
 OX0086
 OX0086.The orthometric height was determined by differential leveling
 OX0086.and adjusted by the National Geodetic Survey in June 1991..
 OX0086
 OX0086.The geoid height was determined by GEOID03.
 OX0086
 OX0086.The dynamic height is computed by dividing the NAVD 88
 OX0086.geopotential number by the normal gravity value computed on the
 OX0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0086.degrees latitude (g = 980.6199 gals.).
 OX0086
 OX0086.The modeled gravity was interpolated from observed gravity values.
 OX0086
 OX0086;                    North         East    Units  Estimated Accuracy
 OX0086;SPC WY W     -   425,070.      743,750.      MT  (+/- 180 meters Scaled)
 OX0086
 OX0086                          SUPERSEDED SURVEY CONTROL
 OX0086
 OX0086  NGVD 29 (??/??/92) 1858.383  (m)         6097.04   (f) ADJ UNCH    1 2
 OX0086
 OX0086.Superseded values are not recommended for survey control.
 OX0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0086.See file dsdata.txt to determine how the superseded data were derived.
 OX0086
 OX0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP179080(NAD 83)
 OX0086_MARKER: X = CHISELED CROSS
 OX0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0086_SP_SET: CULVERT
 OX0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0086
 OX0086  HISTORY     - Date     Condition        Report By
 OX0086  HISTORY     - UNK      MONUMENTED       USGS
 OX0086  HISTORY     - 1927     GOOD             USGS
 OX0086  HISTORY     - 1960     GOOD             NGS
 OX0086
 OX0086                          STATION DESCRIPTION
 OX0086
 OX0086'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 OX0086'6.2 MI S FROM JACKSON.
 OX0086'6.2 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0086'ABOUT 2.3 MILES SOUTH OF THE LEEK RANCH, ABOUT 100.0 FEET SOUTH OF THE
 OX0086'EXTENDED SECTION FENCE ACROSS SNAKE RIVER FLAT, ON A CULVERT, WEST OF
 OX0086'HIGHWAY, AND ABOUT 12.0 FEET LOWER THAN THE HIGHWAY.  A CROSS, MARKED
 OX0086'BY THE LETTERS U.S.B.M. 6097.2.
 OX0086
 OX0086                          STATION RECOVERY (1960)
 OX0086
 OX0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 OX0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0089 ***********************************************************************
 OX0089  DESIGNATION -  6097.3
 OX0089  PID         -  OX0089
 OX0089  STATE/COUNTY-  WY/TETON
 OX0089  USGS QUAD   -  JACKSON (1996)
 OX0089
 OX0089                         *CURRENT SURVEY CONTROL
 OX0089  ___________________________________________________________________
 OX0089* NAD 83(1986)-  43 26 11.     (N)    110 47 09.     (W)     SCALED    
 OX0089* NAVD 88     -      1859.712  (meters)    6101.41   (feet)  ADJUSTED  
 OX0089  ___________________________________________________________________
 OX0089  GEOID HEIGHT-          -9.90  (meters)                     GEOID03
 OX0089  DYNAMIC HT  -        1858.451 (meters)    6097.27  (feet)  COMP
 OX0089  MODELED GRAV-     979,876.1   (mgal)                       NAVD 88
 OX0089
 OX0089  VERT ORDER  -  FIRST     CLASS II
 OX0089
 OX0089.The horizontal coordinates were scaled from a topographic map and have
 OX0089.an estimated accuracy of +/- 6 seconds.
 OX0089
 OX0089.The orthometric height was determined by differential leveling
 OX0089.and adjusted by the National Geodetic Survey in June 1991..
 OX0089
 OX0089.The geoid height was determined by GEOID03.
 OX0089
 OX0089.The dynamic height is computed by dividing the NAVD 88
 OX0089.geopotential number by the normal gravity value computed on the
 OX0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0089.degrees latitude (g = 980.6199 gals.).
 OX0089
 OX0089.The modeled gravity was interpolated from observed gravity values.
 OX0089
 OX0089;                    North         East    Units  Estimated Accuracy
 OX0089;SPC WY W     -   426,370.      743,130.      MT  (+/- 180 meters Scaled)
 OX0089
 OX0089                          SUPERSEDED SURVEY CONTROL
 OX0089
 OX0089  NGVD 29 (??/??/92) 1858.408  (m)         6097.13   (f) ADJ UNCH    1 2
 OX0089
 OX0089.Superseded values are not recommended for survey control.
 OX0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0089.See file dsdata.txt to determine how the superseded data were derived.
 OX0089
 OX0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP173092(NAD 83)
 OX0089_MARKER: X = CHISELED CROSS
 OX0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0089_SP_SET: CULVERT
 OX0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0089
 OX0089  HISTORY     - Date     Condition        Report By
 OX0089  HISTORY     - UNK      MONUMENTED       USGS
 OX0089  HISTORY     - 1927     GOOD             USGS
 OX0089
 OX0089                          STATION DESCRIPTION
 OX0089
 OX0089'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 OX0089'4.2 MI S FROM JACKSON.
 OX0089'4.2 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0089'ABOUT 1.2 MILES SOUTH OF THE LEEK RANCH, ABOUT 300.0 FEET NORTHEAST OF
 OX0089'AN OLD YELLOW FARMHOUSE, ON A CULVERT, AND WEST OF THE HIGHWAY.  A
 OX0089'CROSS, MARKED BY THE LETTERS U.S.B.M. 6097.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0126 ***********************************************************************
 MO0126  DESIGNATION -  6097.599
 MO0126  PID         -  MO0126
 MO0126  STATE/COUNTY-  WY/LARAMIE
 MO0126  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0126
 MO0126                         *CURRENT SURVEY CONTROL
 MO0126  ___________________________________________________________________
 MO0126* NAD 83(1986)-  41 08 24.     (N)    104 49 14.     (W)     SCALED    
 MO0126* NAVD 88     -      1859.612  (meters)    6101.08   (feet)  ADJUSTED  
 MO0126  ___________________________________________________________________
 MO0126  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 MO0126  DYNAMIC HT  -        1857.994 (meters)    6095.77  (feet)  COMP
 MO0126  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 MO0126
 MO0126  VERT ORDER  -  FIRST     CLASS II
 MO0126
 MO0126.The horizontal coordinates were scaled from a topographic map and have
 MO0126.an estimated accuracy of +/- 6 seconds.
 MO0126
 MO0126.The orthometric height was determined by differential leveling
 MO0126.and adjusted by the National Geodetic Survey in June 1991..
 MO0126.WARNING-Repeat measurements at this control monument indicate possible
 MO0126.vertical movement.
 MO0126
 MO0126.The geoid height was determined by GEOID03.
 MO0126
 MO0126.The dynamic height is computed by dividing the NAVD 88
 MO0126.geopotential number by the normal gravity value computed on the
 MO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0126.degrees latitude (g = 980.6199 gals.).
 MO0126
 MO0126.The modeled gravity was interpolated from observed gravity values.
 MO0126
 MO0126;                    North         East    Units  Estimated Accuracy
 MO0126;SPC WY E     -    71,130.      229,060.      MT  (+/- 180 meters Scaled)
 MO0126
 MO0126                          SUPERSEDED SURVEY CONTROL
 MO0126
 MO0126  NGVD 29 (06/08/92) 1858.594  (m)         6097.74   (f) ADJUSTED    1 2
 MO0126
 MO0126.Superseded values are not recommended for survey control.
 MO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0126.See file dsdata.txt to determine how the superseded data were derived.
 MO0126
 MO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF150543(NAD 83)
 MO0126_MARKER: DD = SURVEY DISK
 MO0126_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MO0126_STAMPING: 6097.599
 MO0126_MARK LOGO: USGS  
 MO0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0126+STABILITY: POSITION/ELEVATION WELL
 MO0126
 MO0126  HISTORY     - Date     Condition        Report By
 MO0126  HISTORY     - UNK      MONUMENTED       USGS
 MO0126  HISTORY     - 1956     GOOD             NGS
 MO0126  HISTORY     - 1969     GOOD             NGS
 MO0126  HISTORY     - 1983     GOOD             NGS
 MO0126  HISTORY     - 20030924 GOOD             USPSQD
 MO0126
 MO0126                          STATION DESCRIPTION
 MO0126
 MO0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0126'AT CHEYENNE.
 MO0126'AT CHEYENNE, AT THE STATE CAPITOL, AT THE SOUTHEAST ENTRANCE TO
 MO0126'THE BUILDING, 5.1 FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE
 MO0126'BUILDING, SET IN THE TOP OF THE SOUTHWEST END OF THE TOP STONE
 MO0126'STEP AT THE MAIN ENTRANCE TO THE BUILDING, IN THE SOUTHEAST
 MO0126'1/4 OF SECTION 31, TOWNSHIP 14 NORTH, RANGE 66 WEST.
 MO0126
 MO0126                          STATION RECOVERY (1969)
 MO0126
 MO0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MO0126'RECOVERED IN GOOD CONDITION.
 MO0126
 MO0126                          STATION RECOVERY (1983)
 MO0126
 MO0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0126'RECOVERED IN GOOD CONDITION.
 MO0126
 MO0126                          STATION RECOVERY (2003)
 MO0126
 MO0126'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 MO0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0247 ***********************************************************************
 OV0247  DESIGNATION -  61 AV
 OV0247  PID         -  OV0247
 OV0247  STATE/COUNTY-  WY/NATRONA
 OV0247  USGS QUAD   -  WALTMAN (1952)
 OV0247
 OV0247                         *CURRENT SURVEY CONTROL
 OV0247  ___________________________________________________________________
 OV0247* NAD 83(1986)-  43 04 26.     (N)    107 14 29.     (W)     SCALED    
 OV0247* NAVD 88     -      1860.770  (meters)    6104.88   (feet)  ADJUSTED  
 OV0247  ___________________________________________________________________
 OV0247  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 OV0247  DYNAMIC HT  -        1859.463 (meters)    6100.59  (feet)  COMP
 OV0247  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 OV0247
 OV0247  VERT ORDER  -  FIRST     CLASS II
 OV0247
 OV0247.The horizontal coordinates were scaled from a topographic map and have
 OV0247.an estimated accuracy of +/- 6 seconds.
 OV0247
 OV0247.The orthometric height was determined by differential leveling
 OV0247.and adjusted by the National Geodetic Survey in June 1991..
 OV0247
 OV0247.The geoid height was determined by GEOID03.
 OV0247
 OV0247.The dynamic height is computed by dividing the NAVD 88
 OV0247.geopotential number by the normal gravity value computed on the
 OV0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0247.degrees latitude (g = 980.6199 gals.).
 OV0247
 OV0247.The modeled gravity was interpolated from observed gravity values.
 OV0247
 OV0247;                    North         East    Units  Estimated Accuracy
 OV0247;SPC WYEC     -   385,870.      407,490.      MT  (+/- 180 meters Scaled)
 OV0247
 OV0247                          SUPERSEDED SURVEY CONTROL
 OV0247
 OV0247  NGVD 29 (06/08/92) 1859.727  (m)         6101.45   (f) ADJUSTED    1 2
 OV0247
 OV0247.Superseded values are not recommended for survey control.
 OV0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0247.See file dsdata.txt to determine how the superseded data were derived.
 OV0247
 OV0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH175714(NAD 83)
 OV0247_MARKER: DB = BENCH MARK DISK
 OV0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0247_SP_SET: CONCRETE POST
 OV0247_STAMPING: 61 AV 1950 6101
 OV0247_MARK LOGO: USGS  
 OV0247_PROJECTION: PROJECTING 15 CENTIMETERS
 OV0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0247+STABILITY: SURFACE MOTION
 OV0247
 OV0247  HISTORY     - Date     Condition        Report By
 OV0247  HISTORY     - 1950     MONUMENTED       USGS
 OV0247  HISTORY     - 1982     GOOD             NGS
 OV0247
 OV0247                          STATION DESCRIPTION
 OV0247
 OV0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0247'3.7 KM (2.3 MI) WEST FROM WALTMAN.
 OV0247'3.7 KM (2.3 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OV0247'COUNTY ROADS 104 AND 212 IN WALTMAN, 51.5 METERS (169.0 FT) SOUTH OF
 OV0247'THE CENTERLINE OF THE HIGHWAY , 20.0 METERS (65.6 FT) WEST OF THE
 OV0247'CENTER OF A DIRT ROAD LEADING SOUTH AND 25.7 METERS (84.3 FT)
 OV0247'NORTHWEST OF A UTILITY POLE.
 OV0247'THE MARK IS 15.3 METERS  S FROM  A WITNESS POST AND FENCE
 OV0247'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0066 ***********************************************************************
 OX0066  DESIGNATION -  6105.34
 OX0066  PID         -  OX0066
 OX0066  STATE/COUNTY-  WY/TETON
 OX0066  USGS QUAD   -  CAMP DAVIS (1996)
 OX0066
 OX0066                         *CURRENT SURVEY CONTROL
 OX0066  ___________________________________________________________________
 OX0066* NAD 83(1986)-  43 17 35.     (N)    110 39 17.     (W)     SCALED    
 OX0066* NAVD 88     -      1862.28   (+/-2cm)    6109.8    (feet)  VERTCON   
 OX0066  ___________________________________________________________________
 OX0066  GEOID HEIGHT-         -10.11  (meters)                     GEOID03
 OX0066
 OX0066  VERT ORDER  -  ? (See Below)
 OX0066
 OX0066.The horizontal coordinates were scaled from a topographic map and have
 OX0066.an estimated accuracy of +/- 6 seconds.
 OX0066
 OX0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0066.The vertical order pertains to the NGVD 29 superseded value.
 OX0066
 OX0066.The geoid height was determined by GEOID03.
 OX0066
 OX0066;                    North         East    Units  Estimated Accuracy
 OX0066;SPC WY W     -   410,370.      753,630.      MT  (+/- 180 meters Scaled)
 OX0066
 OX0066                          SUPERSEDED SURVEY CONTROL
 OX0066
 OX0066  NGVD 29 (??/??/92) 1860.982  (m)         6105.57   (f) ADJ UNCH    ?  
 OX0066
 OX0066.Superseded values are not recommended for survey control.
 OX0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0066.See file dsdata.txt to determine how the superseded data were derived.
 OX0066
 OX0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN280934(NAD 83)
 OX0066_MARKER: DD = SURVEY DISK
 OX0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0066_SP_SET: CULVERT
 OX0066_STAMPING: 6105.34
 OX0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0066
 OX0066  HISTORY     - Date     Condition        Report By
 OX0066  HISTORY     - UNK      MONUMENTED       BPR
 OX0066  HISTORY     - 1934     GOOD             NGS
 OX0066
 OX0066                          STATION DESCRIPTION
 OX0066
 OX0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0066'15.6 MI NW FROM TRIANGLE F RANCH.
 OX0066'IN TETON COUNTY, ABOUT 15.6 MILES NORTHWEST ALONG U.S. HIGHWAY 187
 OX0066'FROM THE POST OFFICE AT TRIANGLE F RANCH, SUBLETTE COUNTY, ABOUT 18
 OX0066'MILES SOUTHEAST OF JACKSON, TETON COUNTY, ABOUT 500 FEET SOUTHWEST OF
 OX0066'THE MAIN ENTRANCE TO CAMP DAVIS (THE UNIVERSITY OF MICHIGAN SUMMER
 OX0066'SURVEYING CAMP), AT A CULVERT, IN THE CENTER OF THE TOP OF THE
 OX0066'NORTHEAST CONCRETE HEAD WALL, AND 15 FEET NORTHEAST OF THE CENTER LINE
 OX0066'OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 OX0066'STAMPED 6105.34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0273 ***********************************************************************
 NT0273  DESIGNATION -  6107
 NT0273  PID         -  NT0273
 NT0273  STATE/COUNTY-  WY/LINCOLN
 NT0273  USGS QUAD   -  BORDER (1980)
 NT0273
 NT0273                         *CURRENT SURVEY CONTROL
 NT0273  ___________________________________________________________________
 NT0273* NAD 83(1986)-  42 14 05.     (N)    111 02 31.     (W)     SCALED    
 NT0273* NAVD 88     -      1863.365  (meters)    6113.39   (feet)  ADJUSTED  
 NT0273  ___________________________________________________________________
 NT0273  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NT0273  DYNAMIC HT  -        1861.891 (meters)    6108.55  (feet)  COMP
 NT0273  MODELED GRAV-     979,765.3   (mgal)                       NAVD 88
 NT0273
 NT0273  VERT ORDER  -  SECOND    CLASS 0
 NT0273
 NT0273.The horizontal coordinates were scaled from a topographic map and have
 NT0273.an estimated accuracy of +/- 6 seconds.
 NT0273
 NT0273.The orthometric height was determined by differential leveling
 NT0273.and adjusted by the National Geodetic Survey in June 1991..
 NT0273
 NT0273.The geoid height was determined by GEOID03.
 NT0273
 NT0273.The dynamic height is computed by dividing the NAVD 88
 NT0273.geopotential number by the normal gravity value computed on the
 NT0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0273.degrees latitude (g = 980.6199 gals.).
 NT0273
 NT0273.The modeled gravity was interpolated from observed gravity values.
 NT0273
 NT0273;                    North         East    Units  Estimated Accuracy
 NT0273;SPC WY W     -   293,090.      720,880.      MT  (+/- 180 meters Scaled)
 NT0273
 NT0273                          SUPERSEDED SURVEY CONTROL
 NT0273
 NT0273  NGVD 29 (??/??/92) 1862.062  (m)         6109.12   (f) ADJ UNCH    2 0
 NT0273
 NT0273.Superseded values are not recommended for survey control.
 NT0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0273.See file dsdata.txt to determine how the superseded data were derived.
 NT0273
 NT0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM965758(NAD 83)
 NT0273_MARKER: P = PIPE CAP
 NT0273_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0273_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0273_STAMPING: 29 6107 1909
 NT0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0273
 NT0273  HISTORY     - Date     Condition        Report By
 NT0273  HISTORY     - 1909     MONUMENTED       USGS
 NT0273  HISTORY     - 1934     GOOD             NGS
 NT0273  HISTORY     - 1962     GOOD             NGS
 NT0273
 NT0273                          STATION DESCRIPTION
 NT0273
 NT0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0273'4.3 MI N FROM BORDER.
 NT0273'4.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE CROSSING OF THE
 NT0273'WYOMING-IDAHO STATE LINE AND THE UNION PACIFIC RAILROAD TRACK AT
 NT0273'BORDER, LINCOLN COUNTY, 480 FEET NORTH OF THE J. FRANCIS FARMHOUSE, 42
 NT0273'FEET NORTHEAST OF THE EAST END OF A CONCRETE CULVERT, 33 FEET EAST OF
 NT0273'THE CENTER LINE OF THE HIGHWAY, AND 10 FEET SOUTH OF THE NORTHWEST
 NT0273'CORNER OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 NT0273'STAMPED 29 6107 1909 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 NT0273
 NT0273                          STATION RECOVERY (1962)
 NT0273
 NT0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NT0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0056 ***********************************************************************
 NT0056  DESIGNATION -  6116
 NT0056  PID         -  NT0056
 NT0056  STATE/COUNTY-  WY/LINCOLN
 NT0056  USGS QUAD   -  MARSE (1967)
 NT0056
 NT0056                         *CURRENT SURVEY CONTROL
 NT0056  ___________________________________________________________________
 NT0056* NAD 83(1986)-  42 08 57.     (N)    110 59 05.     (W)     SCALED    
 NT0056* NAVD 88     -      1866.175  (meters)    6122.61   (feet)  ADJUSTED  
 NT0056  ___________________________________________________________________
 NT0056  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 NT0056  DYNAMIC HT  -        1864.661 (meters)    6117.64  (feet)  COMP
 NT0056  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 NT0056
 NT0056  VERT ORDER  -  SECOND    CLASS 0
 NT0056
 NT0056.The horizontal coordinates were scaled from a topographic map and have
 NT0056.an estimated accuracy of +/- 6 seconds.
 NT0056
 NT0056.The orthometric height was determined by differential leveling
 NT0056.and adjusted by the National Geodetic Survey in June 1991..
 NT0056
 NT0056.The geoid height was determined by GEOID03.
 NT0056
 NT0056.The dynamic height is computed by dividing the NAVD 88
 NT0056.geopotential number by the normal gravity value computed on the
 NT0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0056.degrees latitude (g = 980.6199 gals.).
 NT0056
 NT0056.The modeled gravity was interpolated from observed gravity values.
 NT0056
 NT0056;                    North         East    Units  Estimated Accuracy
 NT0056;SPC WY W     -   283,540.      725,500.      MT  (+/- 180 meters Scaled)
 NT0056
 NT0056                          SUPERSEDED SURVEY CONTROL
 NT0056
 NT0056  NGVD 29 (??/??/92) 1864.846  (m)         6118.25   (f) ADJ UNCH    2 0
 NT0056
 NT0056.Superseded values are not recommended for survey control.
 NT0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0056.See file dsdata.txt to determine how the superseded data were derived.
 NT0056
 NT0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM012663(NAD 83)
 NT0056_MARKER: P = PIPE CAP
 NT0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0056_STAMPING: 31 6116 1909
 NT0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0056
 NT0056  HISTORY     - Date     Condition        Report By
 NT0056  HISTORY     - 1909     MONUMENTED       USGS
 NT0056  HISTORY     - 1934     GOOD             NGS
 NT0056
 NT0056                          STATION DESCRIPTION
 NT0056
 NT0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0056'4.0 MI SE FROM BORDER.
 NT0056'4.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 NT0056'OF THE WYOMING-IDAHO STATE LINE AT BORDER, LINCOLN COUNTY, 450 FEET
 NT0056'NORTH OF THE STATION SIGN AT MARSE, 0.2 MILE NORTHWEST OF MILEPOST 88,
 NT0056'90 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 4 FEET SOUTHEAST OF
 NT0056'THE CENTER OF A WAGON GATE, AND 3 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 NT0056'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 31
 NT0056'6116 1909 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0092 ***********************************************************************
 OX0092  DESIGNATION -  6125.2
 OX0092  PID         -  OX0092
 OX0092  STATE/COUNTY-  WY/TETON
 OX0092  USGS QUAD   -  JACKSON (1996)
 OX0092
 OX0092                         *CURRENT SURVEY CONTROL
 OX0092  ___________________________________________________________________
 OX0092* NAD 83(1986)-  43 27 43.     (N)    110 47 36.     (W)     SCALED    
 OX0092* NAVD 88     -      1868.206  (meters)    6129.27   (feet)  ADJUSTED  
 OX0092  ___________________________________________________________________
 OX0092  GEOID HEIGHT-          -9.83  (meters)                     GEOID03
 OX0092  DYNAMIC HT  -        1866.961 (meters)    6125.19  (feet)  COMP
 OX0092  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 OX0092
 OX0092  VERT ORDER  -  FIRST     CLASS II
 OX0092
 OX0092.The horizontal coordinates were scaled from a topographic map and have
 OX0092.an estimated accuracy of +/- 6 seconds.
 OX0092
 OX0092.The orthometric height was determined by differential leveling
 OX0092.and adjusted by the National Geodetic Survey in June 1991..
 OX0092
 OX0092.The geoid height was determined by GEOID03.
 OX0092
 OX0092.The dynamic height is computed by dividing the NAVD 88
 OX0092.geopotential number by the normal gravity value computed on the
 OX0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0092.degrees latitude (g = 980.6199 gals.).
 OX0092
 OX0092.The modeled gravity was interpolated from observed gravity values.
 OX0092
 OX0092;                    North         East    Units  Estimated Accuracy
 OX0092;SPC WY W     -   429,220.      742,550.      MT  (+/- 180 meters Scaled)
 OX0092
 OX0092                          SUPERSEDED SURVEY CONTROL
 OX0092
 OX0092  NGVD 29 (??/??/92) 1866.919  (m)         6125.05   (f) ADJ UNCH    1 2
 OX0092
 OX0092.Superseded values are not recommended for survey control.
 OX0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0092.See file dsdata.txt to determine how the superseded data were derived.
 OX0092
 OX0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP167121(NAD 83)
 OX0092_MARKER: X = CHISELED CROSS
 OX0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0092_SP_SET: ABUTMENT
 OX0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0092
 OX0092  HISTORY     - Date     Condition        Report By
 OX0092  HISTORY     - UNK      MONUMENTED       USGS
 OX0092  HISTORY     - 1927     GOOD             USGS
 OX0092
 OX0092                          STATION DESCRIPTION
 OX0092
 OX0092'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 OX0092'2.4 MI S FROM JACKSON.
 OX0092'2.4 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY, AT
 OX0092'THE BRIDGE OVER FLAT CREEK, AND ON THE TOP OF THE WEST END OF THE
 OX0092'NORTH ABUTMENT.  A CROSS, MARKED BY THE LETTERS U.S.B.M. 6125.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0099 ***********************************************************************
 OX0099  DESIGNATION -  6146
 OX0099  PID         -  OX0099
 OX0099  STATE/COUNTY-  WY/TETON
 OX0099  USGS QUAD   -  JACKSON (1996)
 OX0099
 OX0099                         *CURRENT SURVEY CONTROL
 OX0099  ___________________________________________________________________
 OX0099* NAD 83(1986)-  43 29 59.     (N)    110 52 18.     (W)     SCALED    
 OX0099* NAVD 88     -      1874.462  (meters)    6149.80   (feet)  ADJUSTED  
 OX0099  ___________________________________________________________________
 OX0099  GEOID HEIGHT-          -9.68  (meters)                     GEOID03
 OX0099  DYNAMIC HT  -        1873.237 (meters)    6145.78  (feet)  COMP
 OX0099  MODELED GRAV-     979,899.3   (mgal)                       NAVD 88
 OX0099
 OX0099  VERT ORDER  -  FIRST     CLASS II
 OX0099
 OX0099.The horizontal coordinates were scaled from a topographic map and have
 OX0099.an estimated accuracy of +/- 6 seconds.
 OX0099
 OX0099.The orthometric height was determined by differential leveling
 OX0099.and adjusted by the National Geodetic Survey in June 1991..
 OX0099
 OX0099.The geoid height was determined by GEOID03.
 OX0099
 OX0099.The dynamic height is computed by dividing the NAVD 88
 OX0099.geopotential number by the normal gravity value computed on the
 OX0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0099.degrees latitude (g = 980.6199 gals.).
 OX0099
 OX0099.The modeled gravity was interpolated from observed gravity values.
 OX0099
 OX0099;                    North         East    Units  Estimated Accuracy
 OX0099;SPC WY W     -   433,470.      736,250.      MT  (+/- 180 meters Scaled)
 OX0099
 OX0099                          SUPERSEDED SURVEY CONTROL
 OX0099
 OX0099  NGVD 29 (??/??/92) 1873.190  (m)         6145.62   (f) ADJ UNCH    1 2
 OX0099
 OX0099.Superseded values are not recommended for survey control.
 OX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0099.See file dsdata.txt to determine how the superseded data were derived.
 OX0099
 OX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP103163(NAD 83)
 OX0099_MARKER: P = PIPE CAP
 OX0099_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0099_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0099_STAMPING: 6146
 OX0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0099
 OX0099  HISTORY     - Date     Condition        Report By
 OX0099  HISTORY     - UNK      MONUMENTED       USGS
 OX0099  HISTORY     - 1966     MARK NOT FOUND   NGS
 OX0099
 OX0099                          STATION DESCRIPTION
 OX0099
 OX0099'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 OX0099'6.9 MI W FROM JACKSON.
 OX0099'6.9 MILES WEST ALONG STATE HIGHWAY 22 FROM JACKSON, TETON COUNTY, AT
 OX0099'WILSON, AND 45.0 FEET SOUTH AND 15.0 FEET WEST OF THE SOUTHWEST CORNER
 OX0099'OF THE WILSON STORE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 OX0099'STAMPED 6146 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 OX0099
 OX0099                          STATION RECOVERY (1966)
 OX0099
 OX0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OX0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0136 ***********************************************************************
 NT0136  DESIGNATION -  6167
 NT0136  PID         -  NT0136
 NT0136  STATE/COUNTY-  WY/LINCOLN
 NT0136  USGS QUAD   -  GROVER (1980)
 NT0136
 NT0136                         *CURRENT SURVEY CONTROL
 NT0136  ___________________________________________________________________
 NT0136* NAD 83(1986)-  42 47 32.     (N)    110 56 01.     (W)     SCALED    
 NT0136* NAVD 88     -      1881.108  (meters)    6171.60   (feet)  ADJUSTED  
 NT0136  ___________________________________________________________________
 NT0136  GEOID HEIGHT-         -10.90  (meters)                     GEOID03
 NT0136  DYNAMIC HT  -        1879.755 (meters)    6167.16  (feet)  COMP
 NT0136  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 NT0136
 NT0136  VERT ORDER  -  SECOND    CLASS 0
 NT0136
 NT0136.The horizontal coordinates were scaled from a topographic map and have
 NT0136.an estimated accuracy of +/- 6 seconds.
 NT0136
 NT0136.The orthometric height was determined by differential leveling
 NT0136.and adjusted by the National Geodetic Survey in June 1991..
 NT0136
 NT0136.The geoid height was determined by GEOID03.
 NT0136
 NT0136.The dynamic height is computed by dividing the NAVD 88
 NT0136.geopotential number by the normal gravity value computed on the
 NT0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0136.degrees latitude (g = 980.6199 gals.).
 NT0136
 NT0136.The modeled gravity was interpolated from observed gravity values.
 NT0136
 NT0136;                    North         East    Units  Estimated Accuracy
 NT0136;SPC WY W     -   354,920.      730,440.      MT  (+/- 180 meters Scaled)
 NT0136
 NT0136                          SUPERSEDED SURVEY CONTROL
 NT0136
 NT0136  NGVD 29 (??/??/92) 1879.821  (m)         6167.38   (f) ADJ UNCH    2 0
 NT0136
 NT0136.Superseded values are not recommended for survey control.
 NT0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0136.See file dsdata.txt to determine how the superseded data were derived.
 NT0136
 NT0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN054377(NAD 83)
 NT0136_MARKER: P = PIPE CAP
 NT0136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0136_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0136_STAMPING: 6167 1916
 NT0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0136
 NT0136  HISTORY     - Date     Condition        Report By
 NT0136  HISTORY     - 1916     MONUMENTED       USGS
 NT0136  HISTORY     - 1946     GOOD             NGS
 NT0136  HISTORY     - 1979     GOOD             LOCSUR
 NT0136
 NT0136                          STATION DESCRIPTION
 NT0136
 NT0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NT0136'IN GROVER.
 NT0136'AT GROVER, LINCOLN COUNTY, ON U.S. HIGHWAY 89, 150 FEET SOUTHWEST OF
 NT0136'THE POST OFFICE, AT THE PUBLIC SCHOOL, 150 FEET NORTHEAST OF THE
 NT0136'CENTER OF THE FRONT ENTRANCE, 1.5 FEET SOUTHWEST OF THE NORTHEAST
 NT0136'CORNER OF THE SCHOOLYARD, AND 55 FEET WEST OF THE CENTER LINE OF THE
 NT0136'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6167
 NT0136'1916 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 NT0136
 NT0136                          STATION RECOVERY (1979)
 NT0136
 NT0136'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 NT0136'ON U.S. HIGHWAY 89, ACROSS THE HIGHWAY FROM THE GROVER WARD OF THE
 NT0136'CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS, WEST, 18 IN. OF CHAIN
 NT0136'LINK FENCE, SOUTH, 35 FT. OF E/W ROADWAY, AND EAST, 200 FT. OF
 NT0136'SOFTABALL FIELD BACKSTOP, 55 FT. WEST OF CENTER-LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0162 ***********************************************************************
 MO0162  DESIGNATION -  6173.23
 MO0162  PID         -  MO0162
 MO0162  STATE/COUNTY-  WY/LARAMIE
 MO0162  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0162
 MO0162                         *CURRENT SURVEY CONTROL
 MO0162  ___________________________________________________________________
 MO0162* NAD 83(1986)-  41 09 23.     (N)    104 52 14.     (W)     SCALED    
 MO0162* NAVD 88     -      1882.056  (meters)    6174.71   (feet)  ADJUSTED  
 MO0162  ___________________________________________________________________
 MO0162  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 MO0162  DYNAMIC HT  -        1880.414 (meters)    6169.32  (feet)  COMP
 MO0162  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 MO0162
 MO0162  VERT ORDER  -  FIRST     CLASS II
 MO0162
 MO0162.The horizontal coordinates were scaled from a topographic map and have
 MO0162.an estimated accuracy of +/- 6 seconds.
 MO0162
 MO0162.The orthometric height was determined by differential leveling
 MO0162.and adjusted by the National Geodetic Survey in June 1991..
 MO0162
 MO0162.The geoid height was determined by GEOID03.
 MO0162
 MO0162.The dynamic height is computed by dividing the NAVD 88
 MO0162.geopotential number by the normal gravity value computed on the
 MO0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0162.degrees latitude (g = 980.6199 gals.).
 MO0162
 MO0162.The modeled gravity was interpolated from observed gravity values.
 MO0162
 MO0162;                    North         East    Units  Estimated Accuracy
 MO0162;SPC WY E     -    72,930.      224,850.      MT  (+/- 180 meters Scaled)
 MO0162
 MO0162                          SUPERSEDED SURVEY CONTROL
 MO0162
 MO0162  NGVD 29 (??/??/92) 1881.030  (m)         6171.35   (f) ADJ UNCH    1 2
 MO0162
 MO0162.Superseded values are not recommended for survey control.
 MO0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0162.See file dsdata.txt to determine how the superseded data were derived.
 MO0162
 MO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF108561(NAD 83)
 MO0162_MARKER: DD = SURVEY DISK
 MO0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0162_STAMPING: B M 6173.23
 MO0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0162+STABILITY: SURFACE MOTION
 MO0162
 MO0162  HISTORY     - Date     Condition        Report By
 MO0162  HISTORY     - UNK      MONUMENTED       DOD
 MO0162  HISTORY     - 1954     GOOD             NGS
 MO0162
 MO0162                          STATION DESCRIPTION
 MO0162
 MO0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0162'3.2 MI NW FROM CHEYENNE.
 MO0162'0.6 MILE SOUTHWEST ALONG WEST 25TH STREET FROM THE STATE CAPITOL
 MO0162'BUILDING AT CHEYENNE, THENCE 2.65 MILES NORTHWEST ALONG THE COLORADO
 MO0162'AND SOUTHERN RAILROAD, 5 1/2 RAILS SOUTHEAST OF TRESTLE 121.79,
 MO0162'57 FEET SOUTHEAST OF A POWER POLE, 113.5 FEET SOUTHWEST OF THE
 MO0162'CENTER LINE OF AN OILED ROAD, 73.5 FEET NORTHEAST OF THE NORTHEAST
 MO0162'RAIL, 1.1 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 MO0162'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1044 ***********************************************************************
 PY1044  DESIGNATION -  6183.85
 PY1044  PID         -  PY1044
 PY1044  STATE/COUNTY-  WY/PARK
 PY1044  USGS QUAD   -  LAMAR CANYON (1986)
 PY1044
 PY1044                         *CURRENT SURVEY CONTROL
 PY1044  ___________________________________________________________________
 PY1044* NAD 83(1986)-  44 54 53.     (N)    110 19 27.     (W)     SCALED    
 PY1044* NAVD 88     -      1886.849  (meters)    6190.44   (feet)  ADJUSTED  
 PY1044  ___________________________________________________________________
 PY1044  GEOID HEIGHT-          -8.26  (meters)                     GEOID03
 PY1044  DYNAMIC HT  -        1885.867 (meters)    6187.22  (feet)  COMP
 PY1044  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 PY1044
 PY1044  VERT ORDER  -  FIRST     CLASS II
 PY1044
 PY1044.The horizontal coordinates were scaled from a topographic map and have
 PY1044.an estimated accuracy of +/- 6 seconds.
 PY1044
 PY1044.The orthometric height was determined by differential leveling
 PY1044.and adjusted by the National Geodetic Survey in June 1991..
 PY1044
 PY1044.The geoid height was determined by GEOID03.
 PY1044
 PY1044.The dynamic height is computed by dividing the NAVD 88
 PY1044.geopotential number by the normal gravity value computed on the
 PY1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1044.degrees latitude (g = 980.6199 gals.).
 PY1044
 PY1044.The modeled gravity was interpolated from observed gravity values.
 PY1044
 PY1044;                    North         East    Units  Estimated Accuracy
 PY1044;SPC WYWC     -   491,590.      475,710.      MT  (+/- 180 meters Scaled)
 PY1044
 PY1044                          SUPERSEDED SURVEY CONTROL
 PY1044
 PY1044  NGVD 29 (08/20/92) 1885.636  (m)         6186.46   (f) ADJUSTED    1 2
 PY1044
 PY1044.Superseded values are not recommended for survey control.
 PY1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1044.See file dsdata.txt to determine how the superseded data were derived.
 PY1044
 PY1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ533736(NAD 83)
 PY1044_MARKER: DB = BENCH MARK DISK
 PY1044_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY1044+WITH SETTING: PAVEMENT
 PY1044_SP_SET: BRIDGE GUARDRAIL
 PY1044_STAMPING: 6183.85 8 4
 PY1044_MARK LOGO: BPR   
 PY1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1044+STABILITY: SURFACE MOTION
 PY1044
 PY1044  HISTORY     - Date     Condition        Report By
 PY1044  HISTORY     - UNK      MONUMENTED       BPR
 PY1044  HISTORY     - 1987     GOOD             NGS
 PY1044
 PY1044                          STATION DESCRIPTION
 PY1044
 PY1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1044'8.6 KM (5.35 MI) EAST FROM TOWER JUNCTION.
 PY1044'8.6 KM (5.35 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1044'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN TOP OF
 PY1044'AND 0.4 M (1.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST
 PY1044'CONCRETE GUARDRAIL OF A HIGHWAY BRIDGE SPANNING THE LAMAR RIVER, AND
 PY1044'5.1 M (16.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY1044'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0227 ***********************************************************************
 MQ0227  DESIGNATION -  6185
 MQ0227  PID         -  MQ0227
 MQ0227  STATE/COUNTY-  WY/SWEETWATER
 MQ0227  USGS QUAD   -  HAYSTACK BUTTES NORTH (1996)
 MQ0227
 MQ0227                         *CURRENT SURVEY CONTROL
 MQ0227  ___________________________________________________________________
 MQ0227* NAD 83(1986)-  41 09 59.     (N)    109 36 30.     (W)     SCALED    
 MQ0227* NAVD 88     -      1886.50   (+/-2cm)    6189.3    (feet)  VERTCON   
 MQ0227  ___________________________________________________________________
 MQ0227  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 MQ0227
 MQ0227  VERT ORDER  -  ? (See Below)
 MQ0227
 MQ0227.The horizontal coordinates were scaled from a topographic map and have
 MQ0227.an estimated accuracy of +/- 6 seconds.
 MQ0227
 MQ0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0227.The vertical order pertains to the NGVD 29 superseded value.
 MQ0227
 MQ0227.The geoid height was determined by GEOID03.
 MQ0227
 MQ0227;                    North         East    Units  Estimated Accuracy
 MQ0227;SPC WYWC     -    74,350.      527,970.      MT  (+/- 180 meters Scaled)
 MQ0227
 MQ0227                          SUPERSEDED SURVEY CONTROL
 MQ0227
 MQ0227  NGVD 29 (??/??/92) 1885.211  (m)         6185.06   (f) ADJ UNCH    ?  
 MQ0227
 MQ0227.Superseded values are not recommended for survey control.
 MQ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0227.See file dsdata.txt to determine how the superseded data were derived.
 MQ0227
 MQ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL167581(NAD 83)
 MQ0227_MARKER: P = PIPE CAP
 MQ0227_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0227_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0227_STAMPING: B.M. 6185
 MQ0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0227
 MQ0227  HISTORY     - Date     Condition        Report By
 MQ0227  HISTORY     - UNK      MONUMENTED       WYHD
 MQ0227  HISTORY     - 1933     GOOD             NGS
 MQ0227  HISTORY     - 1984     MARK NOT FOUND   NGS
 MQ0227
 MQ0227                          STATION DESCRIPTION
 MQ0227
 MQ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MQ0227'13.0 MI N FROM LINWOOD, UT.
 MQ0227'IN SWEETWATER COUNTY, WYOMING, ABOUT 13.0 MILES NORTH ALONG THE
 MQ0227'LINWOOD-GREEN RIVER HIGHWAY FROM LINWOOD, DAGGETT COUNTY, UTAH, ABOUT
 MQ0227'1/4 MILE NORTH OF THE T-JUNCTION OF THE SIDE ROAD LEADING EAST TO THE
 MQ0227'BRINEGAR RANCH, ABOUT 50 FEET SOUTHEAST OF A CULVERT, AND 32 FEET EAST
 MQ0227'OF THE CENTER LINE OF THE HIGHWAY.  AN IRON CAP, FASTENEDON THE TOP OF
 MQ0227'A 1-1/2-INCH IRON PIPE PAINTED B.M. 6185 AND PROJECTING ABOUT 4 INCHES
 MQ0227'ABOVE GROUND.
 MQ0227
 MQ0227                          STATION RECOVERY (1984)
 MQ0227
 MQ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0227'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1045 ***********************************************************************
 PY1045  DESIGNATION -  6188.52
 PY1045  PID         -  PY1045
 PY1045  STATE/COUNTY-  WY/PARK
 PY1045  USGS QUAD   -  LAMAR CANYON (1986)
 PY1045
 PY1045                         *CURRENT SURVEY CONTROL
 PY1045  ___________________________________________________________________
 PY1045* NAD 83(1986)-  44 54 56.     (N)    110 19 23.     (W)     SCALED    
 PY1045* NAVD 88     -      1888.266  (meters)    6195.09   (feet)  ADJUSTED  
 PY1045  ___________________________________________________________________
 PY1045  GEOID HEIGHT-          -8.26  (meters)                     GEOID03
 PY1045  DYNAMIC HT  -        1887.284 (meters)    6191.86  (feet)  COMP
 PY1045  MODELED GRAV-     980,029.5   (mgal)                       NAVD 88
 PY1045
 PY1045  VERT ORDER  -  FIRST     CLASS II
 PY1045
 PY1045.The horizontal coordinates were scaled from a topographic map and have
 PY1045.an estimated accuracy of +/- 6 seconds.
 PY1045
 PY1045.The orthometric height was determined by differential leveling
 PY1045.and adjusted by the National Geodetic Survey in June 1991..
 PY1045
 PY1045.The geoid height was determined by GEOID03.
 PY1045
 PY1045.The dynamic height is computed by dividing the NAVD 88
 PY1045.geopotential number by the normal gravity value computed on the
 PY1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1045.degrees latitude (g = 980.6199 gals.).
 PY1045
 PY1045.The modeled gravity was interpolated from observed gravity values.
 PY1045
 PY1045;                    North         East    Units  Estimated Accuracy
 PY1045;SPC WYWC     -   491,690.      475,800.      MT  (+/- 180 meters Scaled)
 PY1045
 PY1045                          SUPERSEDED SURVEY CONTROL
 PY1045
 PY1045  NGVD 29 (08/20/92) 1887.054  (m)         6191.11   (f) ADJUSTED    1 2
 PY1045
 PY1045.Superseded values are not recommended for survey control.
 PY1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1045.See file dsdata.txt to determine how the superseded data were derived.
 PY1045
 PY1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ534737(NAD 83)
 PY1045_MARKER: DB = BENCH MARK DISK
 PY1045_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY1045+WITH SETTING: PAVEMENT
 PY1045_SP_SET: BRIDGE GUARDRAIL
 PY1045_STAMPING: 6188.52 8 2
 PY1045_MARK LOGO: BPR   
 PY1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1045+STABILITY: SURFACE MOTION
 PY1045
 PY1045  HISTORY     - Date     Condition        Report By
 PY1045  HISTORY     - UNK      MONUMENTED       BPR
 PY1045  HISTORY     - 1987     GOOD             NGS
 PY1045
 PY1045                          STATION DESCRIPTION
 PY1045
 PY1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1045'8.8 KM (5.45 MI) EAST FROM TOWER JUNCTION.
 PY1045'8.8 KM (5.45 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1045'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN TOP OF
 PY1045'AND 4.0 M (13.1 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 PY1045'CONCRETE GUARDRAIL OF A HIGHWAY BRIDGE SPANNING THE LAMAR RIVER, AND
 PY1045'5.2 M (17.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY1045'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0059 ***********************************************************************
 NT0059  DESIGNATION -  6189
 NT0059  PID         -  NT0059
 NT0059  STATE/COUNTY-  WY/LINCOLN
 NT0059  USGS QUAD   -  COKEVILLE (1967)
 NT0059
 NT0059                         *CURRENT SURVEY CONTROL
 NT0059  ___________________________________________________________________
 NT0059* NAD 83(1986)-  42 05 08.     (N)    110 57 39.     (W)     SCALED    
 NT0059* NAVD 88     -      1888.444  (meters)    6195.67   (feet)  ADJUSTED  
 NT0059  ___________________________________________________________________
 NT0059  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NT0059  DYNAMIC HT  -        1886.934 (meters)    6190.72  (feet)  COMP
 NT0059  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 NT0059
 NT0059  VERT ORDER  -  SECOND    CLASS 0
 NT0059
 NT0059.The horizontal coordinates were scaled from a topographic map and have
 NT0059.an estimated accuracy of +/- 6 seconds.
 NT0059
 NT0059.The orthometric height was determined by differential leveling
 NT0059.and adjusted by the National Geodetic Survey in June 1991..
 NT0059
 NT0059.The geoid height was determined by GEOID03.
 NT0059
 NT0059.The dynamic height is computed by dividing the NAVD 88
 NT0059.geopotential number by the normal gravity value computed on the
 NT0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0059.degrees latitude (g = 980.6199 gals.).
 NT0059
 NT0059.The modeled gravity was interpolated from observed gravity values.
 NT0059
 NT0059;                    North         East    Units  Estimated Accuracy
 NT0059;SPC WY W     -   276,450.      727,400.      MT  (+/- 180 meters Scaled)
 NT0059
 NT0059                          SUPERSEDED SURVEY CONTROL
 NT0059
 NT0059  NGVD 29 (??/??/92) 1887.144  (m)         6191.40   (f) ADJ UNCH    2 0
 NT0059
 NT0059.Superseded values are not recommended for survey control.
 NT0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0059.See file dsdata.txt to determine how the superseded data were derived.
 NT0059
 NT0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM032592(NAD 83)
 NT0059_MARKER: P = PIPE CAP
 NT0059_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0059_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0059_STAMPING: 20 6189 DATUM B 1927
 NT0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0059
 NT0059  HISTORY     - Date     Condition        Report By
 NT0059  HISTORY     - 1927     MONUMENTED       USGS
 NT0059  HISTORY     - 1934     GOOD             NGS
 NT0059
 NT0059                          STATION DESCRIPTION
 NT0059
 NT0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0059'IN COKEVILLE.
 NT0059'AT COKEVILLE, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 300 FEET
 NT0059'WEST OF THE WEST END OF THE STATION, 45 FEET SOUTHWEST OF THE
 NT0059'SOUTHWEST END OF CULVERT 83.72, AT THE MAIN STREET CROSSING, 160 FEET
 NT0059'SOUTHWEST OF THE CENTER LINE OF THE MAIN TRACK, 42 FEET SOUTHEAST OF
 NT0059'THE CENTER LINE OF MAIN STREET, AND 21 FEET NORTHWEST OF A POLE.  A
 NT0059'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 20 6189 DATUM B
 NT0059'1927 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0161 ***********************************************************************
 MO0161  DESIGNATION -  6192
 MO0161  PID         -  MO0161
 MO0161  STATE/COUNTY-  WY/LARAMIE
 MO0161  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO0161
 MO0161                         *CURRENT SURVEY CONTROL
 MO0161  ___________________________________________________________________
 MO0161* NAD 83(1986)-  41 09 54.     (N)    104 52 50.     (W)     SCALED    
 MO0161* NAVD 88     -      1888.457  (meters)    6195.71   (feet)  ADJUSTED  
 MO0161  ___________________________________________________________________
 MO0161  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 MO0161  DYNAMIC HT  -        1886.806 (meters)    6190.30  (feet)  COMP
 MO0161  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 MO0161
 MO0161  VERT ORDER  -  FIRST     CLASS II
 MO0161
 MO0161.The horizontal coordinates were scaled from a topographic map and have
 MO0161.an estimated accuracy of +/- 6 seconds.
 MO0161
 MO0161.The orthometric height was determined by differential leveling
 MO0161.and adjusted by the National Geodetic Survey in June 1991..
 MO0161
 MO0161.The geoid height was determined by GEOID03.
 MO0161
 MO0161.The dynamic height is computed by dividing the NAVD 88
 MO0161.geopotential number by the normal gravity value computed on the
 MO0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0161.degrees latitude (g = 980.6199 gals.).
 MO0161
 MO0161.The modeled gravity was interpolated from observed gravity values.
 MO0161
 MO0161;                    North         East    Units  Estimated Accuracy
 MO0161;SPC WY E     -    73,880.      224,010.      MT  (+/- 180 meters Scaled)
 MO0161
 MO0161                          SUPERSEDED SURVEY CONTROL
 MO0161
 MO0161  NGVD 29 (??/??/92) 1887.427  (m)         6192.33   (f) ADJ UNCH    1 2
 MO0161
 MO0161.Superseded values are not recommended for survey control.
 MO0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0161.See file dsdata.txt to determine how the superseded data were derived.
 MO0161
 MO0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF100570(NAD 83)
 MO0161_MARKER: DD = SURVEY DISK
 MO0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0161_STAMPING: 6192
 MO0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0161+STABILITY: SURFACE MOTION
 MO0161
 MO0161  HISTORY     - Date     Condition        Report By
 MO0161  HISTORY     - UNK      MONUMENTED       DOD
 MO0161  HISTORY     - 1954     GOOD             NGS
 MO0161  HISTORY     - 1961     GOOD             NGS
 MO0161
 MO0161                          STATION DESCRIPTION
 MO0161
 MO0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0161'4.1 MI NE FROM CHEYENNE.
 MO0161'0.6 MILE SOUTHWEST ALONG WEST 25TH STREET FROM THE STATE CAPITOL
 MO0161'BUILDING AT CHEYENNE, THENCE 3.5 MILES NORTHWEST ALONG THE COLORADO
 MO0161'AND SOUTHERN RAILROAD, ON THE NORTHWEST PART OF FRANCIS E. WARREN
 MO0161'AIR FORCE BASE, 323 FEET NORTHEAST OF THE NORTHEAST RAIL, 300
 MO0161'FEET NORTHWEST OF A ROAD JUNCTION, 183 FEET NORTH OF A POWER
 MO0161'POLE, 38 FEET WEST OF THE CENTER LINE OF AN OILED ROAD LEADING
 MO0161'NORTH, 225 FEET NORTHEAST OF THE CENTER LINE OF A NORTHWEST
 MO0161'AND SOUTHEAST ROAD, 2.5 FEET EAST OF A FENCE, 1.6 FEET NORTH OF A
 MO0161'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0161'1.0 FOOT ABOVE THE GROUND.
 MO0161
 MO0161                          STATION RECOVERY (1961)
 MO0161
 MO0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MO0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0140 ***********************************************************************
 NT0140  DESIGNATION -  6239
 NT0140  PID         -  NT0140
 NT0140  STATE/COUNTY-  WY/LINCOLN
 NT0140  USGS QUAD   -  AFTON (1980)
 NT0140
 NT0140                         *CURRENT SURVEY CONTROL
 NT0140  ___________________________________________________________________
 NT0140* NAD 83(1986)-  42 43 33.     (N)    110 55 59.     (W)     SCALED    
 NT0140* NAVD 88     -      1902.830  (meters)    6242.87   (feet)  ADJUSTED  
 NT0140  ___________________________________________________________________
 NT0140  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 NT0140  DYNAMIC HT  -        1901.445 (meters)    6238.32  (feet)  COMP
 NT0140  MODELED GRAV-     979,825.3   (mgal)                       NAVD 88
 NT0140
 NT0140  VERT ORDER  -  SECOND    CLASS 0
 NT0140
 NT0140.The horizontal coordinates were scaled from a topographic map and have
 NT0140.an estimated accuracy of +/- 6 seconds.
 NT0140
 NT0140.The orthometric height was determined by differential leveling
 NT0140.and adjusted by the National Geodetic Survey in June 1991..
 NT0140
 NT0140.The geoid height was determined by GEOID03.
 NT0140
 NT0140.The dynamic height is computed by dividing the NAVD 88
 NT0140.geopotential number by the normal gravity value computed on the
 NT0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0140.degrees latitude (g = 980.6199 gals.).
 NT0140
 NT0140.The modeled gravity was interpolated from observed gravity values.
 NT0140
 NT0140;                    North         East    Units  Estimated Accuracy
 NT0140;SPC WY W     -   347,550.      730,410.      MT  (+/- 180 meters Scaled)
 NT0140
 NT0140                          SUPERSEDED SURVEY CONTROL
 NT0140
 NT0140  NGVD 29 (??/??/92) 1901.530  (m)         6238.60   (f) ADJ UNCH    2 0
 NT0140
 NT0140.Superseded values are not recommended for survey control.
 NT0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0140.See file dsdata.txt to determine how the superseded data were derived.
 NT0140
 NT0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN054303(NAD 83)
 NT0140_MARKER: DD = SURVEY DISK
 NT0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0140_SP_SET: BUILDING
 NT0140_STAMPING: 6239 1916
 NT0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0140
 NT0140  HISTORY     - Date     Condition        Report By
 NT0140  HISTORY     - 1916     MONUMENTED       USGS
 NT0140  HISTORY     - 1946     GOOD             NGS
 NT0140  HISTORY     - 1979     POOR             LOCSUR
 NT0140
 NT0140                          STATION DESCRIPTION
 NT0140
 NT0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NT0140'IN AFTON.
 NT0140'AT AFTON, LINCOLN COUNTY, ON U.S. HIGHWAY 89, 0.3 MILE WEST OF THE
 NT0140'STAR VALLEY HIGH SCHOOL, AT THE STAR VALLEY MOTOR CO. BUILDING, 45
 NT0140'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTH OF THE
 NT0140'CENTER OF THE FRONT ENTRANCE, IN THE WEST WALL, 1 FOOT SOUTH OF THE
 NT0140'NORTHWEST CORNER OF THE BUILDING, AND 4.5 FEET ABOVE THE SIDEWALK.  A
 NT0140'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6239 1916 AND
 NT0140'SET VERTICALLY.
 NT0140
 NT0140                          STATION RECOVERY (1979)
 NT0140
 NT0140'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 NT0140'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0344 ***********************************************************************
 MP0344  DESIGNATION -  6243
 MP0344  PID         -  MP0344
 MP0344  STATE/COUNTY-  WY/CARBON
 MP0344  USGS QUAD   -  BAGGS (1982)
 MP0344
 MP0344                         *CURRENT SURVEY CONTROL
 MP0344  ___________________________________________________________________
 MP0344* NAD 83(1986)-  41 02 03.     (N)    107 39 31.     (W)     SCALED    
 MP0344* NAVD 88     -      1904.678  (meters)    6248.93   (feet)  ADJUSTED  
 MP0344  ___________________________________________________________________
 MP0344  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 MP0344  DYNAMIC HT  -        1902.954 (meters)    6243.27  (feet)  COMP
 MP0344  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 MP0344
 MP0344  VERT ORDER  -  FIRST     CLASS II
 MP0344
 MP0344.The horizontal coordinates were scaled from a topographic map and have
 MP0344.an estimated accuracy of +/- 6 seconds.
 MP0344
 MP0344.The orthometric height was determined by differential leveling
 MP0344.and adjusted by the National Geodetic Survey in June 1991..
 MP0344
 MP0344.The geoid height was determined by GEOID03.
 MP0344
 MP0344.The dynamic height is computed by dividing the NAVD 88
 MP0344.geopotential number by the normal gravity value computed on the
 MP0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0344.degrees latitude (g = 980.6199 gals.).
 MP0344
 MP0344.The modeled gravity was interpolated from observed gravity values.
 MP0344
 MP0344;                    North         East    Units  Estimated Accuracy
 MP0344;SPC WYEC     -   159,370.      372,650.      MT  (+/- 180 meters Scaled)
 MP0344
 MP0344                          SUPERSEDED SURVEY CONTROL
 MP0344
 MP0344  NGVD 29 (??/??/92) 1903.482  (m)         6245.01   (f) ADJ UNCH    1 2
 MP0344
 MP0344.Superseded values are not recommended for survey control.
 MP0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0344.See file dsdata.txt to determine how the superseded data were derived.
 MP0344
 MP0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF765459(NAD 83)
 MP0344_MARKER: P = PIPE CAP
 MP0344_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0344_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0344_STAMPING: 6243
 MP0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0344
 MP0344  HISTORY     - Date     Condition        Report By
 MP0344  HISTORY     - UNK      MONUMENTED       USGS
 MP0344  HISTORY     - 1933     GOOD             NGS
 MP0344  HISTORY     - 1945     GOOD             NGS
 MP0344
 MP0344                          STATION DESCRIPTION
 MP0344
 MP0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MP0344'IN BAGGS.
 MP0344'AT BAGGS, CARBON COUNTY, AT THE POST OFFICE, 5 FEET WEST OF THE
 MP0344'SOUTHWEST CORNER OF THE BUILDING, AND NEAR A ROUND HOLE IN THE
 MP0344'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 MP0344'6243 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 MP0344
 MP0344                          STATION RECOVERY (1945)
 MP0344
 MP0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 MP0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0045 ***********************************************************************
 NS0045  DESIGNATION -  6265
 NS0045  PID         -  NS0045
 NS0045  STATE/COUNTY-  WY/FREMONT
 NS0045  USGS QUAD   -  GRAVEL SPRING (1953)
 NS0045
 NS0045                         *CURRENT SURVEY CONTROL
 NS0045  ___________________________________________________________________
 NS0045* NAD 83(1986)-  42 36 48.     (N)    108 37 11.     (W)     SCALED    
 NS0045* NAVD 88     -      1913.414  (meters)    6277.59   (feet)  ADJUSTED  
 NS0045  ___________________________________________________________________
 NS0045  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 NS0045  DYNAMIC HT  -        1912.020 (meters)    6273.02  (feet)  COMP
 NS0045  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 NS0045
 NS0045  VERT ORDER  -  FIRST     CLASS II
 NS0045
 NS0045.The horizontal coordinates were scaled from a topographic map and have
 NS0045.an estimated accuracy of +/- 6 seconds.
 NS0045
 NS0045.The orthometric height was determined by differential leveling
 NS0045.and adjusted by the National Geodetic Survey in June 1991..
 NS0045
 NS0045.The geoid height was determined by GEOID03.
 NS0045
 NS0045.The dynamic height is computed by dividing the NAVD 88
 NS0045.geopotential number by the normal gravity value computed on the
 NS0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0045.degrees latitude (g = 980.6199 gals.).
 NS0045
 NS0045.The modeled gravity was interpolated from observed gravity values.
 NS0045
 NS0045;                    North         East    Units  Estimated Accuracy
 NS0045;SPC WYWC     -   234,710.      610,690.      MT  (+/- 180 meters Scaled)
 NS0045
 NS0045                          SUPERSEDED SURVEY CONTROL
 NS0045
 NS0045  NGVD 29 (??/??/92) 1912.311  (m)         6273.97   (f) ADJ UNCH    1 2
 NS0045
 NS0045.Superseded values are not recommended for survey control.
 NS0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0045.See file dsdata.txt to determine how the superseded data were derived.
 NS0045
 NS0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN952206(NAD 83)
 NS0045_MARKER: P = PIPE CAP
 NS0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0045_STAMPING: 6265 RL
 NS0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0045
 NS0045  HISTORY     - Date     Condition        Report By
 NS0045  HISTORY     - UNK      MONUMENTED       USGS
 NS0045  HISTORY     - 1940     GOOD             NGS
 NS0045
 NS0045                          STATION DESCRIPTION
 NS0045
 NS0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NS0045'9.4 MI SE FROM LANDER.
 NS0045'9.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM LANDER, FREMONT
 NS0045'COUNTY, THENCE 10.2 MILES SOUTHWEST ALONG THE ROAD LEADING TO ATLANTIC
 NS0045'CITY.  300 FEET EAST OF THE W. TWEED HOUSE, AND 45 FEET WEST OF THE
 NS0045'CENTER LINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NS0045'CAP, STAMPED 6265 RL AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 NS0045'PROJECTING 9 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0141 ***********************************************************************
 MQ0141  DESIGNATION -  6268
 MQ0141  PID         -  MQ0141
 MQ0141  STATE/COUNTY-  WY/SWEETWATER
 MQ0141  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0141
 MQ0141                         *CURRENT SURVEY CONTROL
 MQ0141  ___________________________________________________________________
 MQ0141* NAD 83(1986)-  41 36 05.     (N)    109 13 43.     (W)     SCALED    
 MQ0141* NAVD 88     -      1914.652  (meters)    6281.65   (feet)  ADJUSTED  
 MQ0141  ___________________________________________________________________
 MQ0141  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MQ0141  DYNAMIC HT  -        1913.057 (meters)    6276.42  (feet)  COMP
 MQ0141  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 MQ0141
 MQ0141  VERT ORDER  -  FIRST     CLASS II
 MQ0141
 MQ0141.The horizontal coordinates were scaled from a topographic map and have
 MQ0141.an estimated accuracy of +/- 6 seconds.
 MQ0141
 MQ0141.The orthometric height was determined by differential leveling
 MQ0141.and adjusted by the National Geodetic Survey in June 1991..
 MQ0141.WARNING-Repeat measurements at this control monument indicate possible
 MQ0141.vertical movement.
 MQ0141
 MQ0141.The geoid height was determined by GEOID03.
 MQ0141
 MQ0141.The dynamic height is computed by dividing the NAVD 88
 MQ0141.geopotential number by the normal gravity value computed on the
 MQ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0141.degrees latitude (g = 980.6199 gals.).
 MQ0141
 MQ0141.The modeled gravity was interpolated from observed gravity values.
 MQ0141
 MQ0141;                    North         East    Units  Estimated Accuracy
 MQ0141;SPC WYWC     -   122,420.      560,100.      MT  (+/- 180 meters Scaled)
 MQ0141
 MQ0141                          SUPERSEDED SURVEY CONTROL
 MQ0141
 MQ0141  NGVD 29 (??/??/92) 1913.376  (m)         6277.47   (f) ADJ UNCH    1 2
 MQ0141
 MQ0141.Superseded values are not recommended for survey control.
 MQ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0141.See file dsdata.txt to determine how the superseded data were derived.
 MQ0141
 MQ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM476070(NAD 83)
 MQ0141_MARKER: DD = SURVEY DISK
 MQ0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0141_SP_SET: HOUSE WALL
 MQ0141_STAMPING: 6268 R L
 MQ0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0141
 MQ0141  HISTORY     - Date     Condition        Report By
 MQ0141  HISTORY     - UNK      MONUMENTED       USGS
 MQ0141  HISTORY     - 1956     GOOD             NGS
 MQ0141
 MQ0141                          STATION DESCRIPTION
 MQ0141
 MQ0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0141'1.15 MI N FROM ROCK SPRINGS.
 MQ0141'0.25 MILE NORTH ALONG STATE HIGHWAY 430 FROM THE NORTH END OF ITS
 MQ0141'OVERPASS OVER THE UNION PACIFIC RAILROAD AT ROCK SPRINGS, THENCE 0.9
 MQ0141'MILE NORTH ALONG U.S. HIGHWAY 187, 91 FEET EAST OF THE CENTER LINE OF
 MQ0141'THE HIGHWAY, 9.8 FEET SOUTH OF THE NORTHWEST CORNER OF A STUCCO HOUSE,
 MQ0141'0.6 FOOT ABOVE THE GROUND, SET VERTICALLY IN THE WEST WALL OF THE
 MQ0141'HOUSE, IN SECTION 26, TOWNSHIP 19 NORTH, RANGE 105 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0142 ***********************************************************************
 NT0142  DESIGNATION -  6295
 NT0142  PID         -  NT0142
 NT0142  STATE/COUNTY-  WY/LINCOLN
 NT0142  USGS QUAD   -  AFTON (1980)
 NT0142
 NT0142                         *CURRENT SURVEY CONTROL
 NT0142  ___________________________________________________________________
 NT0142* NAD 83(1986)-  42 41 26.     (N)    110 55 58.     (W)     SCALED    
 NT0142* NAVD 88     -      1919.816  (meters)    6298.60   (feet)  ADJUSTED  
 NT0142  ___________________________________________________________________
 NT0142  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 NT0142  DYNAMIC HT  -        1918.404 (meters)    6293.96  (feet)  COMP
 NT0142  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 NT0142
 NT0142  VERT ORDER  -  SECOND    CLASS 0
 NT0142
 NT0142.The horizontal coordinates were scaled from a topographic map and have
 NT0142.an estimated accuracy of +/- 6 seconds.
 NT0142
 NT0142.The orthometric height was determined by differential leveling
 NT0142.and adjusted by the National Geodetic Survey in June 1991..
 NT0142
 NT0142.The geoid height was determined by GEOID03.
 NT0142
 NT0142.The dynamic height is computed by dividing the NAVD 88
 NT0142.geopotential number by the normal gravity value computed on the
 NT0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0142.degrees latitude (g = 980.6199 gals.).
 NT0142
 NT0142.The modeled gravity was interpolated from observed gravity values.
 NT0142
 NT0142;                    North         East    Units  Estimated Accuracy
 NT0142;SPC WY W     -   343,630.      730,390.      MT  (+/- 180 meters Scaled)
 NT0142
 NT0142                          SUPERSEDED SURVEY CONTROL
 NT0142
 NT0142  NGVD 29 (??/??/92) 1918.510  (m)         6294.31   (f) ADJ UNCH    2 0
 NT0142
 NT0142.Superseded values are not recommended for survey control.
 NT0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0142.See file dsdata.txt to determine how the superseded data were derived.
 NT0142
 NT0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN055264(NAD 83)
 NT0142_MARKER: DD = SURVEY DISK
 NT0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0142_SP_SET: FOUNDATION
 NT0142_STAMPING: 6295 1916
 NT0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0142
 NT0142  HISTORY     - Date     Condition        Report By
 NT0142  HISTORY     - 1916     MONUMENTED       USGS
 NT0142  HISTORY     - 1946     GOOD             NGS
 NT0142  HISTORY     - 20050603 MARK NOT FOUND   LOCSUR
 NT0142
 NT0142                          STATION DESCRIPTION
 NT0142
 NT0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NT0142'2.7 MI S FROM AFTON.
 NT0142'2.7 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE STAR VALLEY HIGH SCHOOL
 NT0142'AT AFTON, LINCOLN COUNTY, 0.6 MILE NORTH OF THE PUBLIC SCHOOL AT
 NT0142'OSMUND, 110 FEET EAST OF THE EAST END OF A BRIDGE OVER AN IRRIGATION
 NT0142'DITCH, 120 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT THE LEE
 NT0142'HENDERSON BARN, IN THE NORTH WALL OF THE CONCRETE FOUNDATION, AND AT
 NT0142'THE NORTHWEST CORNER OF THE BUILDING.  A UNITED STATES GEOLOGICAL
 NT0142'SURVEY STANDARD DISK, STAMPED 6295 1916 AND SET VERTICALLY.
 NT0142
 NT0142                          STATION RECOVERY (2005)
 NT0142
 NT0142'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2005 (PNS)
 NT0142'DISK REPORTED DESTROYED BY SURVEYOR SCHERBEL, LTD., OF AFTON, WY, AND
 NT0142'A RESET MARK SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH8939 ***********************************************************************
 DH8939  DESIGNATION -  6295 RESET
 DH8939  PID         -  DH8939
 DH8939  STATE/COUNTY-  WY/LINCOLN
 DH8939  USGS QUAD   -  AFTON (1980)
 DH8939
 DH8939                         *CURRENT SURVEY CONTROL
 DH8939  ___________________________________________________________________
 DH8939* NAD 83(1986)-  42 41 26.     (N)    110 55 58.     (W)     SCALED    
 DH8939* NAVD 88     -      1920.01   (meters)    6299.2    (feet)  RESET     
 DH8939  ___________________________________________________________________
 DH8939  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 DH8939
 DH8939  VERT ORDER  -  THIRD
 DH8939
 DH8939.The horizontal coordinates were scaled from a topographic map and have
 DH8939.an estimated accuracy of +/- 6 seconds.
 DH8939
 DH8939.The orthometric height was computed from unverified reset data.
 DH8939.No vertical observational check was made to the station.
 DH8939
 DH8939.The geoid height was determined by GEOID03.
 DH8939
 DH8939;                    North         East    Units  Estimated Accuracy
 DH8939;SPC WY W     -   343,630.      730,390.      MT  (+/- 180 meters Scaled)
 DH8939
 DH8939                          SUPERSEDED SURVEY CONTROL
 DH8939
 DH8939.No superseded survey control is available for this station.
 DH8939
 DH8939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN055264(NAD 83)
 DH8939_MARKER: DB = BENCH MARK DISK
 DH8939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8939_STAMPING: 6295 1916 RESET 2005
 DH8939_MARK LOGO: USGS  
 DH8939_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8939+STABILITY: SURFACE MOTION
 DH8939
 DH8939  HISTORY     - Date     Condition        Report By
 DH8939  HISTORY     - 2005     MONUMENTED       LOCSUR
 DH8939
 DH8939                          STATION DESCRIPTION
 DH8939
 DH8939'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2005 (PNS)
 DH8939'2.7 MILES (4.3 KM) SOUTH FROM AFTON.  2.7 MILES (4.3 KM) SOUTH ALONG
 DH8939'US HIGHWAY 89 FROM THE STAR VALLEY HIGH SCHOOL IN AFTON, 0.6 MILE (1.0
 DH8939'KM) NORTH OF THE PUBLIC SCHOOL AT OSMUND.  ELY 2 FT (0.6 M) OF N/S ELY
 DH8939'R/W FENCE HIGHWAY 241, SLY 100.0 FT (30.5 M) OF ELECTRICAL POWER POLE,
 DH8939'SWLY 79.4 FT (24.2 M) OF ORIGINAL POSITION WITH GREEN STEEL FENCE POST
 DH8939'SLY, 1.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0347 ***********************************************************************
 MP0347  DESIGNATION -  6297.1
 MP0347  PID         -  MP0347
 MP0347  STATE/COUNTY-  WY/CARBON
 MP0347  USGS QUAD   -  BAGGS (1982)
 MP0347
 MP0347                         *CURRENT SURVEY CONTROL
 MP0347  ___________________________________________________________________
 MP0347* NAD 83(1986)-  41 01 27.     (N)    107 37 36.     (W)     SCALED    
 MP0347* NAVD 88     -      1919.924  (meters)    6298.95   (feet)  ADJUSTED  
 MP0347  ___________________________________________________________________
 MP0347  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MP0347  DYNAMIC HT  -        1918.182 (meters)    6293.24  (feet)  COMP
 MP0347  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 MP0347
 MP0347  VERT ORDER  -  SECOND    CLASS 0
 MP0347
 MP0347.The horizontal coordinates were scaled from a topographic map and have
 MP0347.an estimated accuracy of +/- 6 seconds.
 MP0347
 MP0347.The orthometric height was determined by differential leveling
 MP0347.and adjusted by the National Geodetic Survey in June 1991..
 MP0347
 MP0347.The geoid height was determined by GEOID03.
 MP0347
 MP0347.The dynamic height is computed by dividing the NAVD 88
 MP0347.geopotential number by the normal gravity value computed on the
 MP0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0347.degrees latitude (g = 980.6199 gals.).
 MP0347
 MP0347.The modeled gravity was interpolated from observed gravity values.
 MP0347
 MP0347;                    North         East    Units  Estimated Accuracy
 MP0347;SPC WYEC     -   158,250.      375,330.      MT  (+/- 180 meters Scaled)
 MP0347
 MP0347                          SUPERSEDED SURVEY CONTROL
 MP0347
 MP0347  NGVD 29 (??/??/92) 1918.725  (m)         6295.02   (f) ADJ UNCH    2 0
 MP0347
 MP0347.Superseded values are not recommended for survey control.
 MP0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0347.See file dsdata.txt to determine how the superseded data were derived.
 MP0347
 MP0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF791447(NAD 83)
 MP0347_MARKER: N = NAIL
 MP0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0347_SP_SET: ROUND POST
 MP0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0347
 MP0347  HISTORY     - Date     Condition        Report By
 MP0347  HISTORY     - UNK      MONUMENTED       USGS
 MP0347  HISTORY     - 1934     GOOD             NGS
 MP0347
 MP0347                          STATION DESCRIPTION
 MP0347
 MP0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0347'2.0 MI E FROM BAGGS.
 MP0347'2.0 MILES EAST ALONG THE DIXON ROAD FROM THE SCHOOL GYMNASIUM AT
 MP0347'BAGGS, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5 FEET WEST OF A
 MP0347'FENCE CORNER, AND IN A 4-INCH ROUND POST.  A U.S. GEOLOGICAL SURVEY
 MP0347'STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0243 ***********************************************************************
 OV0243  DESIGNATION -  63 AV
 OV0243  PID         -  OV0243
 OV0243  STATE/COUNTY-  WY/NATRONA
 OV0243  USGS QUAD   -  HILAND (1952)
 OV0243
 OV0243                         *CURRENT SURVEY CONTROL
 OV0243  ___________________________________________________________________
 OV0243* NAD 83(1986)-  43 05 16.     (N)    107 18 49.     (W)     SCALED    
 OV0243* NAVD 88     -      1873.556  (meters)    6146.82   (feet)  ADJUSTED  
 OV0243  ___________________________________________________________________
 OV0243  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 OV0243  DYNAMIC HT  -        1872.237 (meters)    6142.50  (feet)  COMP
 OV0243  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 OV0243
 OV0243  VERT ORDER  -  FIRST     CLASS II
 OV0243
 OV0243.The horizontal coordinates were scaled from a topographic map and have
 OV0243.an estimated accuracy of +/- 6 seconds.
 OV0243
 OV0243.The orthometric height was determined by differential leveling
 OV0243.and adjusted by the National Geodetic Survey in June 1991..
 OV0243
 OV0243.The geoid height was determined by GEOID03.
 OV0243
 OV0243.The dynamic height is computed by dividing the NAVD 88
 OV0243.geopotential number by the normal gravity value computed on the
 OV0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0243.degrees latitude (g = 980.6199 gals.).
 OV0243
 OV0243.The modeled gravity was interpolated from observed gravity values.
 OV0243
 OV0243;                    North         East    Units  Estimated Accuracy
 OV0243;SPC WYEC     -   387,410.      401,610.      MT  (+/- 180 meters Scaled)
 OV0243
 OV0243                          SUPERSEDED SURVEY CONTROL
 OV0243
 OV0243  NGVD 29 (06/08/92) 1872.508  (m)         6143.39   (f) ADJUSTED    1 2
 OV0243
 OV0243.Superseded values are not recommended for survey control.
 OV0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0243.See file dsdata.txt to determine how the superseded data were derived.
 OV0243
 OV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH116731(NAD 83)
 OV0243_MARKER: DB = BENCH MARK DISK
 OV0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0243_SP_SET: CONCRETE POST
 OV0243_STAMPING: 63 AV 1950 6142
 OV0243_MARK LOGO: USGS  
 OV0243_PROJECTION: PROJECTING 10 CENTIMETERS
 OV0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0243+STABILITY: SURFACE MOTION
 OV0243
 OV0243  HISTORY     - Date     Condition        Report By
 OV0243  HISTORY     - 1950     MONUMENTED       USGS
 OV0243  HISTORY     - 1982     GOOD             NGS
 OV0243
 OV0243                          STATION DESCRIPTION
 OV0243
 OV0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0243'9.9 KM (6.15 MI) WEST FROM WALTMAN.
 OV0243'9.9 KM (6.15 NI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0243'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 1.0 KM (0.6 MI) SOUTHEAST OF
 OV0243'A GRAVELED CROSSROAD, 40.1 METERS (131.6 FT) SOUTHWEST OF THE
 OV0243'CENTERLINE OF THE HIGHWAY AND 9.8 METERS (32.2 FT) SOUTHWEST OF A
 OV0243'FENCE.
 OV0243'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 OV0243'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0341 ***********************************************************************
 MP0341  DESIGNATION -  6305
 MP0341  PID         -  MP0341
 MP0341  STATE/COUNTY-  WY/CARBON
 MP0341  USGS QUAD   -  BAGGS (1982)
 MP0341
 MP0341                         *CURRENT SURVEY CONTROL
 MP0341  ___________________________________________________________________
 MP0341* NAD 83(1986)-  41 05 32.     (N)    107 37 43.     (W)     SCALED    
 MP0341* NAVD 88     -      1923.446  (meters)    6310.51   (feet)  ADJUSTED  
 MP0341  ___________________________________________________________________
 MP0341  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MP0341  DYNAMIC HT  -        1921.713 (meters)    6304.82  (feet)  COMP
 MP0341  MODELED GRAV-     979,654.5   (mgal)                       NAVD 88
 MP0341
 MP0341  VERT ORDER  -  FIRST     CLASS II
 MP0341
 MP0341.The horizontal coordinates were scaled from a topographic map and have
 MP0341.an estimated accuracy of +/- 6 seconds.
 MP0341
 MP0341.The orthometric height was determined by differential leveling
 MP0341.and adjusted by the National Geodetic Survey in June 1991..
 MP0341
 MP0341.The geoid height was determined by GEOID03.
 MP0341
 MP0341.The dynamic height is computed by dividing the NAVD 88
 MP0341.geopotential number by the normal gravity value computed on the
 MP0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0341.degrees latitude (g = 980.6199 gals.).
 MP0341
 MP0341.The modeled gravity was interpolated from observed gravity values.
 MP0341
 MP0341;                    North         East    Units  Estimated Accuracy
 MP0341;SPC WYEC     -   165,800.      375,190.      MT  (+/- 180 meters Scaled)
 MP0341
 MP0341                          SUPERSEDED SURVEY CONTROL
 MP0341
 MP0341  NGVD 29 (??/??/92) 1922.244  (m)         6306.56   (f) ADJ UNCH    1 2
 MP0341
 MP0341.Superseded values are not recommended for survey control.
 MP0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0341.See file dsdata.txt to determine how the superseded data were derived.
 MP0341
 MP0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF792523(NAD 83)
 MP0341_MARKER: P = PIPE CAP
 MP0341_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0341_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0341_STAMPING: 6305
 MP0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0341
 MP0341  HISTORY     - Date     Condition        Report By
 MP0341  HISTORY     - UNK      MONUMENTED       USGS
 MP0341  HISTORY     - 1933     GOOD             NGS
 MP0341  HISTORY     - 1945     GOOD             NGS
 MP0341
 MP0341                          STATION DESCRIPTION
 MP0341
 MP0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MP0341'4.2 MI N FROM BAGGS.
 MP0341'ABOUT 4.2 MILES NORTH ALONG THE BAGGS-WAMSUTTER HIGHWAY FROM BAGGS,
 MP0341'CARBON COUNTY, JUST WEST ACROSS THE NEW HIGHWAY FROM BENCH MARK G 15,
 MP0341'40 FEET WEST OF THE CENTER LINE OF THE NEW HIGHWAY, AND 35 FEET EAST
 MP0341'OF THE CENTER LINE OF THE OLD ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 MP0341'STANDARD CAP, STAMPED 6305 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 MP0341'PIPE.
 MP0341
 MP0341                          STATION RECOVERY (1945)
 MP0341
 MP0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 MP0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0349 ***********************************************************************
 MP0349  DESIGNATION -  6334.9
 MP0349  PID         -  MP0349
 MP0349  STATE/COUNTY-  WY/CARBON
 MP0349  USGS QUAD   -  DIXON (1982)
 MP0349
 MP0349                         *CURRENT SURVEY CONTROL
 MP0349  ___________________________________________________________________
 MP0349* NAD 83(1986)-  41 01 17.     (N)    107 35 34.     (W)     SCALED    
 MP0349* NAVD 88     -      1931.473  (meters)    6336.84   (feet)  ADJUSTED  
 MP0349  ___________________________________________________________________
 MP0349  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 MP0349  DYNAMIC HT  -        1929.716 (meters)    6331.08  (feet)  COMP
 MP0349  MODELED GRAV-     979,645.9   (mgal)                       NAVD 88
 MP0349
 MP0349  VERT ORDER  -  SECOND    CLASS 0
 MP0349
 MP0349.The horizontal coordinates were scaled from a topographic map and have
 MP0349.an estimated accuracy of +/- 6 seconds.
 MP0349
 MP0349.The orthometric height was determined by differential leveling
 MP0349.and adjusted by the National Geodetic Survey in June 1991..
 MP0349
 MP0349.The geoid height was determined by GEOID03.
 MP0349
 MP0349.The dynamic height is computed by dividing the NAVD 88
 MP0349.geopotential number by the normal gravity value computed on the
 MP0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0349.degrees latitude (g = 980.6199 gals.).
 MP0349
 MP0349.The modeled gravity was interpolated from observed gravity values.
 MP0349
 MP0349;                    North         East    Units  Estimated Accuracy
 MP0349;SPC WYEC     -   157,930.      378,180.      MT  (+/- 180 meters Scaled)
 MP0349
 MP0349                          SUPERSEDED SURVEY CONTROL
 MP0349
 MP0349  NGVD 29 (??/??/92) 1930.270  (m)         6332.89   (f) ADJ UNCH    2 0
 MP0349
 MP0349.Superseded values are not recommended for survey control.
 MP0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0349.See file dsdata.txt to determine how the superseded data were derived.
 MP0349
 MP0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF820443(NAD 83)
 MP0349_MARKER: N = NAIL
 MP0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0349_SP_SET: WOODEN POST
 MP0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0349
 MP0349  HISTORY     - Date     Condition        Report By
 MP0349  HISTORY     - UNK      MONUMENTED       USGS
 MP0349  HISTORY     - 1934     GOOD             NGS
 MP0349
 MP0349                          STATION DESCRIPTION
 MP0349
 MP0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0349'3.9 MI E FROM BAGGS.
 MP0349'3.9 MILES EAST ALONG THE DIXON ROAD FROM THE SCHOOL GYMNASIUM AT
 MP0349'BAGGS, AT THE NORTHWEST CORNER OF A TURN FROM NORTH TO WEST, 1 FOOT
 MP0349'FROM A CORNER FENCE POST, AND IN A WOODEN POST.  A U.S. GEOLOGICAL
 MP0349'SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0248 ***********************************************************************
 PW0248  DESIGNATION -  6341.83
 PW0248  PID         -  PW0248
 PW0248  STATE/COUNTY-  WY/SHERIDAN
 PW0248  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0248
 PW0248                         *CURRENT SURVEY CONTROL
 PW0248  ___________________________________________________________________
 PW0248* NAD 83(1986)-  44 48 42.     (N)    107 19 34.     (W)     SCALED    
 PW0248* NAVD 88     -      1933.674  (meters)    6344.06   (feet)  ADJUSTED  
 PW0248  ___________________________________________________________________
 PW0248  GEOID HEIGHT-         -10.79  (meters)                     GEOID03
 PW0248  DYNAMIC HT  -        1932.849 (meters)    6341.36  (feet)  COMP
 PW0248  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 PW0248
 PW0248  VERT ORDER  -  SECOND    CLASS 0
 PW0248
 PW0248.The horizontal coordinates were scaled from a topographic map and have
 PW0248.an estimated accuracy of +/- 6 seconds.
 PW0248
 PW0248.The orthometric height was determined by differential leveling
 PW0248.and adjusted by the National Geodetic Survey in June 1991..
 PW0248
 PW0248.The geoid height was determined by GEOID03.
 PW0248
 PW0248.The dynamic height is computed by dividing the NAVD 88
 PW0248.geopotential number by the normal gravity value computed on the
 PW0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0248.degrees latitude (g = 980.6199 gals.).
 PW0248
 PW0248.The modeled gravity was interpolated from observed gravity values.
 PW0248
 PW0248;                    North         East    Units  Estimated Accuracy
 PW0248;SPC WYEC     -   578,940.      400,570.      MT  (+/- 180 meters Scaled)
 PW0248
 PW0248                          SUPERSEDED SURVEY CONTROL
 PW0248
 PW0248  NGVD 29 (??/??/92) 1932.872  (m)         6341.43   (f) ADJ UNCH    2 0
 PW0248
 PW0248.Superseded values are not recommended for survey control.
 PW0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0248.See file dsdata.txt to determine how the superseded data were derived.
 PW0248
 PW0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK160646(NAD 83)
 PW0248_MARKER: DD = SURVEY DISK
 PW0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0248_SP_SET: CULVERT
 PW0248_STAMPING: 6341.83 1959
 PW0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0248
 PW0248  HISTORY     - Date     Condition        Report By
 PW0248  HISTORY     - 1959     MONUMENTED       BPR
 PW0248  HISTORY     - 1966     GOOD             NGS
 PW0248
 PW0248                          STATION DESCRIPTION
 PW0248
 PW0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0248'9.9 MI SW FROM DAYTON.
 PW0248'9.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0248'DAYTON, 0.15 MILE SOUTH OF AN ASPHALT TURNOUT, IN THE TOP AND 0.7 FOOT
 PW0248'SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF
 PW0248'A 24-INCH PIPE CULVERT, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PW0248'HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1012 ***********************************************************************
 PY1012  DESIGNATION -  6344.60
 PY1012  PID         -  PY1012
 PY1012  STATE/COUNTY-  WY/PARK
 PY1012  USGS QUAD   -  MAMMOTH (1986)
 PY1012
 PY1012                         *CURRENT SURVEY CONTROL
 PY1012  ___________________________________________________________________
 PY1012* NAD 83(1986)-  44 56 52.     (N)    110 39 30.     (W)     SCALED    
 PY1012* NAVD 88     -      1935.290  (meters)    6349.36   (feet)  ADJUSTED  
 PY1012  ___________________________________________________________________
 PY1012  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY1012  DYNAMIC HT  -        1934.253 (meters)    6345.96  (feet)  COMP
 PY1012  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 PY1012
 PY1012  VERT ORDER  -  FIRST     CLASS II
 PY1012
 PY1012.The horizontal coordinates were scaled from a topographic map and have
 PY1012.an estimated accuracy of +/- 6 seconds.
 PY1012
 PY1012.The orthometric height was determined by differential leveling
 PY1012.and adjusted by the National Geodetic Survey in June 1991..
 PY1012
 PY1012.The geoid height was determined by GEOID03.
 PY1012
 PY1012.The dynamic height is computed by dividing the NAVD 88
 PY1012.geopotential number by the normal gravity value computed on the
 PY1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1012.degrees latitude (g = 980.6199 gals.).
 PY1012
 PY1012.The modeled gravity was interpolated from observed gravity values.
 PY1012
 PY1012;                    North         East    Units  Estimated Accuracy
 PY1012;SPC WYWC     -   495,830.      449,410.      MT  (+/- 180 meters Scaled)
 PY1012
 PY1012                          SUPERSEDED SURVEY CONTROL
 PY1012
 PY1012  NGVD 29 (08/20/92) 1934.047  (m)         6345.29   (f) ADJUSTED    1 2
 PY1012
 PY1012.Superseded values are not recommended for survey control.
 PY1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1012.See file dsdata.txt to determine how the superseded data were derived.
 PY1012
 PY1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ269772(NAD 83)
 PY1012_MARKER: DB = BENCH MARK DISK
 PY1012_SETTING: 80 = SET IN A BOULDER
 PY1012_SP_SET: BOULDER
 PY1012_STAMPING: 6344.60 34
 PY1012_MARK LOGO: BPR   
 PY1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1012+STABILITY: SURFACE MOTION
 PY1012
 PY1012  HISTORY     - Date     Condition        Report By
 PY1012  HISTORY     - 1934     MONUMENTED       BPR
 PY1012  HISTORY     - 1987     GOOD             NGS
 PY1012
 PY1012                          STATION DESCRIPTION
 PY1012
 PY1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1012'5.0 KM (3.10 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1012'5.0 KM (3.10 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1012'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, IN THE
 PY1012'SOUTHEAST END OF A 2 BY 3 FOOT BOULDER THAT PROJECTS 24-INCHES ABOVE
 PY1012'THE GROUND SURFACE, 50.1 M (164.4 FT) SOUTHEAST OF THE SOUTHEAST END
 PY1012'OF A HIGHWAY PULLOUT, AND 10.4 M (34.1 FT) SOUTHWEST OF THE
 PY1012'CENTERLINE OF THE HIGHWAY.
 PY1012'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0144 ***********************************************************************
 MQ0144  DESIGNATION -  6353
 MQ0144  PID         -  MQ0144
 MQ0144  STATE/COUNTY-  WY/SWEETWATER
 MQ0144  USGS QUAD   -  RELIANCE (1978)
 MQ0144
 MQ0144                         *CURRENT SURVEY CONTROL
 MQ0144  ___________________________________________________________________
 MQ0144* NAD 83(1986)-  41 38 24.     (N)    109 14 18.     (W)     SCALED    
 MQ0144* NAVD 88     -      1940.717  (meters)    6367.17   (feet)  ADJUSTED  
 MQ0144  ___________________________________________________________________
 MQ0144  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MQ0144  DYNAMIC HT  -        1939.074 (meters)    6361.78  (feet)  COMP
 MQ0144  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 MQ0144
 MQ0144  VERT ORDER  -  FIRST     CLASS II
 MQ0144
 MQ0144.The horizontal coordinates were scaled from a topographic map and have
 MQ0144.an estimated accuracy of +/- 6 seconds.
 MQ0144
 MQ0144.The orthometric height was determined by differential leveling
 MQ0144.and adjusted by the National Geodetic Survey in June 1991..
 MQ0144
 MQ0144.The geoid height was determined by GEOID03.
 MQ0144
 MQ0144.The dynamic height is computed by dividing the NAVD 88
 MQ0144.geopotential number by the normal gravity value computed on the
 MQ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0144.degrees latitude (g = 980.6199 gals.).
 MQ0144
 MQ0144.The modeled gravity was interpolated from observed gravity values.
 MQ0144
 MQ0144;                    North         East    Units  Estimated Accuracy
 MQ0144;SPC WYWC     -   126,710.      559,320.      MT  (+/- 180 meters Scaled)
 MQ0144
 MQ0144                          SUPERSEDED SURVEY CONTROL
 MQ0144
 MQ0144  NGVD 29 (??/??/92) 1939.437  (m)         6362.97   (f) ADJ UNCH    1 2
 MQ0144
 MQ0144.Superseded values are not recommended for survey control.
 MQ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0144.See file dsdata.txt to determine how the superseded data were derived.
 MQ0144
 MQ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM467113(NAD 83)
 MQ0144_MARKER: P = PIPE CAP
 MQ0144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0144_STAMPING: 6353 R L
 MQ0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0144
 MQ0144  HISTORY     - Date     Condition        Report By
 MQ0144  HISTORY     - UNK      MONUMENTED       USGS
 MQ0144  HISTORY     - 1956     GOOD             NGS
 MQ0144
 MQ0144                          STATION DESCRIPTION
 MQ0144
 MQ0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0144'4.45 MI N FROM ROCK SPRINGS.
 MQ0144'0.25 MILE NORTH ALONG STATE HIGHWAY 430 FROM THE NORTH END OF ITS
 MQ0144'OVERPASS OVER THE UNION PACIFIC RAILROAD AT ROCK SPRINGS, THENCE 2.2
 MQ0144'MILES NORTH ALONG U.S. HIGHWAY 187, THENCE 1.2 MILES NORTHWEST ALONG
 MQ0144'OLD U.S. HIGHWAY 187, THENCE 0.7 MILE NORTHEAST ALONG A DIRT ROAD,
 MQ0144'THENCE 0.1 MILE SOUTHEAST ALONG A TRACK ROAD, 0.1 MILE SOUTHEAST OF
 MQ0144'THE CONCRETE FLOOR OF AN OLD HANGAR, AT AN ABANDONED AIRPORT, 100 FEET
 MQ0144'SOUTH OF THE CENTER LINE OF A TRACK ROAD, 2.2 FEET NORTHWEST OF A
 MQ0144'WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 MQ0144'PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION 10, TOWNSHIP 19 NORTH,
 MQ0144'RANGE 105 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0539 ***********************************************************************
 MO0539  DESIGNATION -  6357.07
 MO0539  PID         -  MO0539
 MO0539  STATE/COUNTY-  WY/LARAMIE
 MO0539  USGS QUAD   -  SILVER CROWN (1978)
 MO0539
 MO0539                         *CURRENT SURVEY CONTROL
 MO0539  ___________________________________________________________________
 MO0539* NAD 83(1986)-  41 10 34.     (N)    105 00 52.     (W)     SCALED    
 MO0539* NAVD 88     -      1938.739  (meters)    6360.68   (feet)  ADJUSTED  
 MO0539  ___________________________________________________________________
 MO0539  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 MO0539  DYNAMIC HT  -        1936.999 (meters)    6354.97  (feet)  COMP
 MO0539  MODELED GRAV-     979,657.6   (mgal)                       NAVD 88
 MO0539
 MO0539  VERT ORDER  -  FIRST     CLASS II
 MO0539
 MO0539.The horizontal coordinates were scaled from a topographic map and have
 MO0539.an estimated accuracy of +/- 6 seconds.
 MO0539
 MO0539.The orthometric height was determined by differential leveling
 MO0539.and adjusted by the National Geodetic Survey in June 1991..
 MO0539
 MO0539.The geoid height was determined by GEOID03.
 MO0539
 MO0539.The dynamic height is computed by dividing the NAVD 88
 MO0539.geopotential number by the normal gravity value computed on the
 MO0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0539.degrees latitude (g = 980.6199 gals.).
 MO0539
 MO0539.The modeled gravity was interpolated from observed gravity values.
 MO0539
 MO0539;                    North         East    Units  Estimated Accuracy
 MO0539;SPC WY E     -    75,090.      212,770.      MT  (+/- 180 meters Scaled)
 MO0539
 MO0539                          SUPERSEDED SURVEY CONTROL
 MO0539
 MO0539  NGVD 29 (??/??/92) 1937.652  (m)         6357.11   (f) ADJ UNCH    1 2
 MO0539
 MO0539.Superseded values are not recommended for survey control.
 MO0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0539.See file dsdata.txt to determine how the superseded data were derived.
 MO0539
 MO0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF987583(NAD 83)
 MO0539_MARKER: Q = CHISELED SQUARE
 MO0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0539+STABILITY: SURFACE MOTION
 MO0539
 MO0539  HISTORY     - Date     Condition        Report By
 MO0539  HISTORY     - UNK      MONUMENTED       USGS
 MO0539  HISTORY     - 1954     GOOD             NGS
 MO0539
 MO0539                          STATION DESCRIPTION
 MO0539
 MO0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0539'9.6 MI SE FROM FEDERAL.
 MO0539'9.65 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0539'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, 41.5 FEET NORTH
 MO0539'OF THE NORTH RAIL, 27.5 FEET NORTH OF MILEPOST 130, 9.5 FEET
 MO0539'SOUTH OF A FENCE, 54 YARDS WEST OF BENCH MARK P 108, ON THE TOP
 MO0539'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0117 ***********************************************************************
 MQ0117  DESIGNATION -  6374
 MQ0117  PID         -  MQ0117
 MQ0117  STATE/COUNTY-  WY/SWEETWATER
 MQ0117  USGS QUAD   -  NORTH BAXTER (1978)
 MQ0117
 MQ0117                         *CURRENT SURVEY CONTROL
 MQ0117  ___________________________________________________________________
 MQ0117* NAD 83(1986)-  41 38 40.     (N)    109 00 36.     (W)     SCALED    
 MQ0117* NAVD 88     -      1944.408  (meters)    6379.28   (feet)  ADJUSTED  
 MQ0117  ___________________________________________________________________
 MQ0117  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 MQ0117  DYNAMIC HT  -        1942.809 (meters)    6374.03  (feet)  COMP
 MQ0117  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 MQ0117
 MQ0117  VERT ORDER  -  FIRST     CLASS II
 MQ0117
 MQ0117.The horizontal coordinates were scaled from a topographic map and have
 MQ0117.an estimated accuracy of +/- 6 seconds.
 MQ0117
 MQ0117.The orthometric height was determined by differential leveling
 MQ0117.and adjusted by the National Geodetic Survey in June 1991..
 MQ0117
 MQ0117.The geoid height was determined by GEOID03.
 MQ0117
 MQ0117.The dynamic height is computed by dividing the NAVD 88
 MQ0117.geopotential number by the normal gravity value computed on the
 MQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0117.degrees latitude (g = 980.6199 gals.).
 MQ0117
 MQ0117.The modeled gravity was interpolated from observed gravity values.
 MQ0117
 MQ0117;                    North         East    Units  Estimated Accuracy
 MQ0117;SPC WYWC     -   127,120.      578,340.      MT  (+/- 180 meters Scaled)
 MQ0117
 MQ0117                          SUPERSEDED SURVEY CONTROL
 MQ0117
 MQ0117  NGVD 29 (06/08/92) 1943.150  (m)         6375.15   (f) ADJUSTED    1 2
 MQ0117
 MQ0117.Superseded values are not recommended for survey control.
 MQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0117.See file dsdata.txt to determine how the superseded data were derived.
 MQ0117
 MQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM657122(NAD 83)
 MQ0117_MARKER: P = PIPE CAP
 MQ0117_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0117_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0117_STAMPING: 6374
 MQ0117_MARK LOGO: USGS  
 MQ0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0117
 MQ0117  HISTORY     - Date     Condition        Report By
 MQ0117  HISTORY     - UNK      MONUMENTED       USGS
 MQ0117  HISTORY     - 1956     GOOD             NGS
 MQ0117  HISTORY     - 1983     GOOD             NGS
 MQ0117
 MQ0117                          STATION DESCRIPTION
 MQ0117
 MQ0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0117'12.0 MI E FROM ROCK SPRINGS.
 MQ0117'12.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0117'ROCK SPRINGS, 1 POLE WEST OF MILEPOST 790, 193 FEET NORTH OF THE NORTH
 MQ0117'RAIL OF THE NORTH TRACK, 109 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 MQ0117'WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH IS
 MQ0117'SET IN CONCRETE AND PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 MQ0117'NORTHEAST CORNER OF SECTION 10, TOWNSHIP 19 NORTH, RANGE 103 WEST.
 MQ0117
 MQ0117                          STATION RECOVERY (1983)
 MQ0117
 MQ0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0117'RECOVERED THIS DATE.  NOTE, DELETE 1 POLE WEST OF MILEPOST 790.
 MQ0117'ADD 42.5 METERS (139.4 FT) NORTH OF THE SECOND POLE SOUTHWEST OF
 MQ0117'MILEPOST 790.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0398 ***********************************************************************
 MO0398  DESIGNATION -  6385
 MO0398  PID         -  MO0398
 MO0398  STATE/COUNTY-  WY/ALBANY
 MO0398  USGS QUAD   -  SHEEP ROCK (1981)
 MO0398
 MO0398                         *CURRENT SURVEY CONTROL
 MO0398  ___________________________________________________________________
 MO0398* NAD 83(1986)-  41 44 19.     (N)    105 25 39.     (W)     SCALED    
 MO0398* NAVD 88     -      1947.373  (meters)    6389.01   (feet)  ADJUSTED  
 MO0398  ___________________________________________________________________
 MO0398  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 MO0398  DYNAMIC HT  -        1945.887 (meters)    6384.13  (feet)  COMP
 MO0398  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 MO0398
 MO0398  VERT ORDER  -  SECOND    CLASS 0
 MO0398
 MO0398.The horizontal coordinates were scaled from a topographic map and have
 MO0398.an estimated accuracy of +/- 6 seconds.
 MO0398
 MO0398.The orthometric height was determined by differential leveling
 MO0398.and adjusted by the National Geodetic Survey in June 1991..
 MO0398
 MO0398.The geoid height was determined by GEOID03.
 MO0398
 MO0398.The dynamic height is computed by dividing the NAVD 88
 MO0398.geopotential number by the normal gravity value computed on the
 MO0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0398.degrees latitude (g = 980.6199 gals.).
 MO0398
 MO0398.The modeled gravity was interpolated from observed gravity values.
 MO0398
 MO0398;                    North         East    Units  Estimated Accuracy
 MO0398;SPC WY E     -   137,580.      178,300.      MT  (+/- 180 meters Scaled)
 MO0398
 MO0398                          SUPERSEDED SURVEY CONTROL
 MO0398
 MO0398  NGVD 29 (??/??/92) 1946.450  (m)         6385.98   (f) ADJ UNCH    2 0
 MO0398
 MO0398.Superseded values are not recommended for survey control.
 MO0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0398.See file dsdata.txt to determine how the superseded data were derived.
 MO0398
 MO0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG644208(NAD 83)
 MO0398_MARKER: DD = SURVEY DISK
 MO0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0398_STAMPING: 6385
 MO0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0398+STABILITY: SURFACE MOTION
 MO0398
 MO0398  HISTORY     - Date     Condition        Report By
 MO0398  HISTORY     - UNK      MONUMENTED       WYHD
 MO0398  HISTORY     - 1966     GOOD             NGS
 MO0398
 MO0398                          STATION DESCRIPTION
 MO0398
 MO0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0398'38 MI SW FROM WHEATLAND.
 MO0398'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0398'WHEATLAND, THENCE 31.3 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0398'0.05 MILE WEST OF THE CROSSING OF A DRY WASH, 49 FEET SOUTH OF
 MO0398'THE CENTER LINE OF THE HIGHWAY, 38.5 FEET WEST OF THE WEST END
 MO0398'OF A GATE, 0.2 FOOT NORTH OF A FENCE, 1.4 FEET WEST OF A WITNESS
 MO0398'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 MO0398'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0115 ***********************************************************************
 MQ0115  DESIGNATION -  6386
 MQ0115  PID         -  MQ0115
 MQ0115  STATE/COUNTY-  WY/SWEETWATER
 MQ0115  USGS QUAD   -  THAYER JUNCTION (1978)
 MQ0115
 MQ0115                         *CURRENT SURVEY CONTROL
 MQ0115  ___________________________________________________________________
 MQ0115* NAD 83(1986)-  41 39 27.     (N)    108 59 17.     (W)     SCALED    
 MQ0115* NAVD 88     -      1947.571  (meters)    6389.66   (feet)  ADJUSTED  
 MQ0115  ___________________________________________________________________
 MQ0115  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 MQ0115  DYNAMIC HT  -        1945.971 (meters)    6384.41  (feet)  COMP
 MQ0115  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 MQ0115
 MQ0115  VERT ORDER  -  FIRST     CLASS II
 MQ0115
 MQ0115.The horizontal coordinates were scaled from a topographic map and have
 MQ0115.an estimated accuracy of +/- 6 seconds.
 MQ0115
 MQ0115.The orthometric height was determined by differential leveling
 MQ0115.and adjusted by the National Geodetic Survey in June 1991..
 MQ0115
 MQ0115.The geoid height was determined by GEOID03.
 MQ0115
 MQ0115.The dynamic height is computed by dividing the NAVD 88
 MQ0115.geopotential number by the normal gravity value computed on the
 MQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0115.degrees latitude (g = 980.6199 gals.).
 MQ0115
 MQ0115.The modeled gravity was interpolated from observed gravity values.
 MQ0115
 MQ0115;                    North         East    Units  Estimated Accuracy
 MQ0115;SPC WYWC     -   128,570.      580,170.      MT  (+/- 180 meters Scaled)
 MQ0115
 MQ0115                          SUPERSEDED SURVEY CONTROL
 MQ0115
 MQ0115  NGVD 29 (06/08/92) 1946.311  (m)         6385.52   (f) ADJUSTED    1 2
 MQ0115
 MQ0115.Superseded values are not recommended for survey control.
 MQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0115.See file dsdata.txt to determine how the superseded data were derived.
 MQ0115
 MQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM675137(NAD 83)
 MQ0115_MARKER: DD = SURVEY DISK
 MQ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0115_STAMPING: 6386 G W M 21 1940
 MQ0115_MARK LOGO: USGS  
 MQ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0115+STABILITY: SURFACE MOTION
 MQ0115
 MQ0115  HISTORY     - Date     Condition        Report By
 MQ0115  HISTORY     - 1940     MONUMENTED       USGS
 MQ0115  HISTORY     - 1956     GOOD             NGS
 MQ0115  HISTORY     - 1983     GOOD             NGS
 MQ0115
 MQ0115                          STATION DESCRIPTION
 MQ0115
 MQ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0115'13.55 MI E FROM ROCK SPRINGS.
 MQ0115'13.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0115'ROCK SPRINGS, 0.15 MILE NORTH ALONG A GRADED DIRT ROAD, 0.15 MILE
 MQ0115'NORTH OF THE STATION SIGN AT SALT WELLS, 135 FEET SOUTH OF THE CENTER
 MQ0115'LINE OF U.S. HIGHWAY 30, 40 FEET SOUTH OF A POWER POLE, 34 FEET WEST
 MQ0115'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 2 FEET EAST OF A WITNESS
 MQ0115'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MQ0115'THE GROUND, IN THE NORTH WEST 1/4 OF SECTION 1, TOWNSHIP 19 NORTH,
 MQ0115'RANGE 103 WEST.
 MQ0115
 MQ0115                          STATION RECOVERY (1983)
 MQ0115
 MQ0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0053 ***********************************************************************
 NT0053  DESIGNATION -  6404.24
 NT0053  PID         -  NT0053
 NT0053  STATE/COUNTY-  WY/LINCOLN
 NT0053  USGS QUAD   -  SALT FLAT (1984)
 NT0053
 NT0053                         *CURRENT SURVEY CONTROL
 NT0053  ___________________________________________________________________
 NT0053* NAD 83(1986)-  42 25 04.     (N)    110 59 06.     (W)     SCALED    
 NT0053* NAVD 88     -      1953.224  (meters)    6408.20   (feet)  ADJUSTED  
 NT0053  ___________________________________________________________________
 NT0053  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 NT0053  DYNAMIC HT  -        1951.708 (meters)    6403.23  (feet)  COMP
 NT0053  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 NT0053
 NT0053  VERT ORDER  -  SECOND    CLASS 0
 NT0053
 NT0053.The horizontal coordinates were scaled from a topographic map and have
 NT0053.an estimated accuracy of +/- 6 seconds.
 NT0053
 NT0053.The orthometric height was determined by differential leveling
 NT0053.and adjusted by the National Geodetic Survey in June 1991..
 NT0053
 NT0053.The geoid height was determined by GEOID03.
 NT0053
 NT0053.The dynamic height is computed by dividing the NAVD 88
 NT0053.geopotential number by the normal gravity value computed on the
 NT0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0053.degrees latitude (g = 980.6199 gals.).
 NT0053
 NT0053.The modeled gravity was interpolated from observed gravity values.
 NT0053
 NT0053;                    North         East    Units  Estimated Accuracy
 NT0053;SPC WY W     -   313,370.      725,790.      MT  (+/- 180 meters Scaled)
 NT0053
 NT0053                          SUPERSEDED SURVEY CONTROL
 NT0053
 NT0053  NGVD 29 (??/??/92) 1951.896  (m)         6403.85   (f) ADJ UNCH    2 0
 NT0053
 NT0053.Superseded values are not recommended for survey control.
 NT0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0053.See file dsdata.txt to determine how the superseded data were derived.
 NT0053
 NT0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM012961(NAD 83)
 NT0053_MARKER: DD = SURVEY DISK
 NT0053_SETTING: 66 = SET IN ROCK OUTCROP
 NT0053_SP_SET: SANDSTONE OUTCROP
 NT0053_STAMPING: 6404.24
 NT0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0053+STABILITY: POSITION/ELEVATION WELL
 NT0053
 NT0053  HISTORY     - Date     Condition        Report By
 NT0053  HISTORY     - UNK      MONUMENTED       BPR
 NT0053  HISTORY     - 1934     GOOD             NGS
 NT0053
 NT0053                          STATION DESCRIPTION
 NT0053
 NT0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0053'18.8 MI S FROM SMOOT.
 NT0053'18.8 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0053'SMOOT, LINCOLN COUNTY, 7.3 MILES NORTHEAST OF THE TURN-OFF LEADING TO
 NT0053'MONTPELIER, 1.1 MILES NORTH OF THE CROSSING OF THE MAIN CREEK, 50 FEET
 NT0053'NORTHEAST OF A CONCRETE CULVERT, AND IN THE TOP OF A SANDSTONE
 NT0053'OUTCROP.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 NT0053'STAMPED 6404.24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0281 ***********************************************************************
 MP0281  DESIGNATION -  6422.1
 MP0281  PID         -  MP0281
 MP0281  STATE/COUNTY-  WY/CARBON
 MP0281  USGS QUAD   -  SAVERY (1961)
 MP0281
 MP0281                         *CURRENT SURVEY CONTROL
 MP0281  ___________________________________________________________________
 MP0281* NAD 83(1986)-  41 01 26.     (N)    107 29 19.     (W)     SCALED    
 MP0281* NAVD 88     -      1958.059  (meters)    6424.07   (feet)  ADJUSTED  
 MP0281  ___________________________________________________________________
 MP0281  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 MP0281  DYNAMIC HT  -        1956.281 (meters)    6418.23  (feet)  COMP
 MP0281  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 MP0281
 MP0281  VERT ORDER  -  SECOND    CLASS 0
 MP0281
 MP0281.The horizontal coordinates were scaled from a topographic map and have
 MP0281.an estimated accuracy of +/- 6 seconds.
 MP0281
 MP0281.The orthometric height was determined by differential leveling
 MP0281.and adjusted by the National Geodetic Survey in June 1991..
 MP0281
 MP0281.The geoid height was determined by GEOID03.
 MP0281
 MP0281.The dynamic height is computed by dividing the NAVD 88
 MP0281.geopotential number by the normal gravity value computed on the
 MP0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0281.degrees latitude (g = 980.6199 gals.).
 MP0281
 MP0281.The modeled gravity was interpolated from observed gravity values.
 MP0281
 MP0281;                    North         East    Units  Estimated Accuracy
 MP0281;SPC WYEC     -   158,190.      386,940.      MT  (+/- 180 meters Scaled)
 MP0281
 MP0281                          SUPERSEDED SURVEY CONTROL
 MP0281
 MP0281  NGVD 29 (??/??/92) 1956.860  (m)         6420.13   (f) ADJ UNCH    2 0
 MP0281
 MP0281.Superseded values are not recommended for survey control.
 MP0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0281.See file dsdata.txt to determine how the superseded data were derived.
 MP0281
 MP0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF907443(NAD 83)
 MP0281_MARKER: N = NAIL
 MP0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0281_SP_SET: ROUND POST
 MP0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0281
 MP0281  HISTORY     - Date     Condition        Report By
 MP0281  HISTORY     - UNK      MONUMENTED       USGS
 MP0281  HISTORY     - 1934     GOOD             NGS
 MP0281
 MP0281                          STATION DESCRIPTION
 MP0281
 MP0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0281'2.7 MI E FROM DIXON.
 MP0281'2.7 MILES EAST ALONG THE SAVERY ROAD FROM THE COPPERATIVE WEATHER
 MP0281'STATION AT DIXON, 125 FEET EAST OF A LOG HOUSE, 55 FEET SOUTH OF THE
 MP0281'CENTERLINE OF THE ROAD, AT A FENCE CORNER, AND IN THE TOP OF A ROUND
 MP0281'POST.  A U. S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0335 ***********************************************************************
 MP0335  DESIGNATION -  6425
 MP0335  PID         -  MP0335
 MP0335  STATE/COUNTY-  WY/CARBON
 MP0335  USGS QUAD   -  PEACH ORCHARD FLAT (1982)
 MP0335
 MP0335                         *CURRENT SURVEY CONTROL
 MP0335  ___________________________________________________________________
 MP0335* NAD 83(1986)-  41 13 07.     (N)    107 41 32.     (W)     SCALED    
 MP0335* NAVD 88     -      1960.012  (meters)    6430.47   (feet)  ADJUSTED  
 MP0335  ___________________________________________________________________
 MP0335  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 MP0335  DYNAMIC HT  -        1958.242 (meters)    6424.67  (feet)  COMP
 MP0335  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 MP0335
 MP0335  VERT ORDER  -  FIRST     CLASS II
 MP0335
 MP0335.The horizontal coordinates were scaled from a topographic map and have
 MP0335.an estimated accuracy of +/- 6 seconds.
 MP0335
 MP0335.The orthometric height was determined by differential leveling
 MP0335.and adjusted by the National Geodetic Survey in June 1991..
 MP0335
 MP0335.The geoid height was determined by GEOID03.
 MP0335
 MP0335.The dynamic height is computed by dividing the NAVD 88
 MP0335.geopotential number by the normal gravity value computed on the
 MP0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0335.degrees latitude (g = 980.6199 gals.).
 MP0335
 MP0335.The modeled gravity was interpolated from observed gravity values.
 MP0335
 MP0335;                    North         East    Units  Estimated Accuracy
 MP0335;SPC WYEC     -   179,860.      369,910.      MT  (+/- 180 meters Scaled)
 MP0335
 MP0335                          SUPERSEDED SURVEY CONTROL
 MP0335
 MP0335  NGVD 29 (??/??/92) 1958.782  (m)         6426.44   (f) ADJ UNCH    1 2
 MP0335
 MP0335.Superseded values are not recommended for survey control.
 MP0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0335.See file dsdata.txt to determine how the superseded data were derived.
 MP0335
 MP0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF743665(NAD 83)
 MP0335_MARKER: P = PIPE CAP
 MP0335_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0335_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0335_STAMPING: 6425
 MP0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0335
 MP0335  HISTORY     - Date     Condition        Report By
 MP0335  HISTORY     - UNK      MONUMENTED       USGS
 MP0335  HISTORY     - 1933     GOOD             NGS
 MP0335
 MP0335                          STATION DESCRIPTION
 MP0335
 MP0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MP0335'13.7 MI N FROM BAGGS.
 MP0335'ABOUT 13.7 MILES NORTH ALONG THE BAGGS-WAMSUTTER HIGHWAY FROM BAGGS,
 MP0335'CARBON COUNTY, ABOUT 200 FEET NORTH OF A WOODEN BRIDGE OVER A DRY
 MP0335'GULCH, ABOUT 450 FEET WEST OF THE CENTER LINE OF THE NEW HIGHWAY, AND
 MP0335'40 FEET WEST OF THE CENTER LINE OF THE OLD ROAD.  A UNITED STATE
 MP0335'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6425 AND RIVETED ON THE TOP OF
 MP0335'A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0536 ***********************************************************************
 MO0536  DESIGNATION -  6425.81
 MO0536  PID         -  MO0536
 MO0536  STATE/COUNTY-  WY/LARAMIE
 MO0536  USGS QUAD   -  SILVER CROWN (1978)
 MO0536
 MO0536                         *CURRENT SURVEY CONTROL
 MO0536  ___________________________________________________________________
 MO0536* NAD 83(1986)-  41 10 39.     (N)    105 03 03.     (W)     SCALED    
 MO0536* NAVD 88     -      1959.735  (meters)    6429.56   (feet)  ADJUSTED  
 MO0536  ___________________________________________________________________
 MO0536  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 MO0536  DYNAMIC HT  -        1957.969 (meters)    6423.77  (feet)  COMP
 MO0536  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 MO0536
 MO0536  VERT ORDER  -  FIRST     CLASS II
 MO0536
 MO0536.The horizontal coordinates were scaled from a topographic map and have
 MO0536.an estimated accuracy of +/- 6 seconds.
 MO0536
 MO0536.The orthometric height was determined by differential leveling
 MO0536.and adjusted by the National Geodetic Survey in June 1991..
 MO0536
 MO0536.The geoid height was determined by GEOID03.
 MO0536
 MO0536.The dynamic height is computed by dividing the NAVD 88
 MO0536.geopotential number by the normal gravity value computed on the
 MO0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0536.degrees latitude (g = 980.6199 gals.).
 MO0536
 MO0536.The modeled gravity was interpolated from observed gravity values.
 MO0536
 MO0536;                    North         East    Units  Estimated Accuracy
 MO0536;SPC WY E     -    75,240.      209,720.      MT  (+/- 180 meters Scaled)
 MO0536
 MO0536                          SUPERSEDED SURVEY CONTROL
 MO0536
 MO0536  NGVD 29 (??/??/92) 1958.640  (m)         6425.97   (f) ADJ UNCH    1 2
 MO0536
 MO0536.Superseded values are not recommended for survey control.
 MO0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0536.See file dsdata.txt to determine how the superseded data were derived.
 MO0536
 MO0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF957584(NAD 83)
 MO0536_MARKER: Q = CHISELED SQUARE
 MO0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0536+STABILITY: SURFACE MOTION
 MO0536
 MO0536  HISTORY     - Date     Condition        Report By
 MO0536  HISTORY     - UNK      MONUMENTED       USGS
 MO0536  HISTORY     - 1954     GOOD             NGS
 MO0536
 MO0536                          STATION DESCRIPTION
 MO0536
 MO0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0536'7.4 MI SE FROM FEDERAL.
 MO0536'7.45 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0536'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, 33.6 FEET NORTHEAST
 MO0536'OF MILEPOST 132, 44.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 4
 MO0536'FEET SOUTHWEST OF A FENCE, 6 FEET SOUTHWEST OF BENCH MARK N 108,
 MO0536'ON THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 MO0536'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1078 ***********************************************************************
 PY1078  DESIGNATION -  6449.66
 PY1078  PID         -  PY1078
 PY1078  STATE/COUNTY-  WY/PARK
 PY1078  USGS QUAD   -  LAMAR CANYON (1986)
 PY1078
 PY1078                         *CURRENT SURVEY CONTROL
 PY1078  ___________________________________________________________________
 PY1078* NAD 83(1986)-  44 55 05.     (N)    110 17 40.     (W)     SCALED    
 PY1078* NAVD 88     -      1967.795  (meters)    6456.01   (feet)  ADJUSTED  
 PY1078  ___________________________________________________________________
 PY1078  GEOID HEIGHT-          -8.20  (meters)                     GEOID03
 PY1078  DYNAMIC HT  -        1966.755 (meters)    6452.60  (feet)  COMP
 PY1078  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 PY1078
 PY1078  VERT ORDER  -  FIRST     CLASS II
 PY1078
 PY1078.The horizontal coordinates were scaled from a topographic map and have
 PY1078.an estimated accuracy of +/- 6 seconds.
 PY1078
 PY1078.The orthometric height was determined by differential leveling
 PY1078.and adjusted by the National Geodetic Survey in June 1991..
 PY1078
 PY1078.The geoid height was determined by GEOID03.
 PY1078
 PY1078.The dynamic height is computed by dividing the NAVD 88
 PY1078.geopotential number by the normal gravity value computed on the
 PY1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1078.degrees latitude (g = 980.6199 gals.).
 PY1078
 PY1078.The modeled gravity was interpolated from observed gravity values.
 PY1078
 PY1078;                    North         East    Units  Estimated Accuracy
 PY1078;SPC WYWC     -   491,920.      478,060.      MT  (+/- 180 meters Scaled)
 PY1078
 PY1078                          SUPERSEDED SURVEY CONTROL
 PY1078
 PY1078  NGVD 29 (08/20/92) 1966.572  (m)         6451.99   (f) ADJUSTED    1 2
 PY1078
 PY1078.Superseded values are not recommended for survey control.
 PY1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1078.See file dsdata.txt to determine how the superseded data were derived.
 PY1078
 PY1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ556740(NAD 83)
 PY1078_MARKER: DB = BENCH MARK DISK
 PY1078_SETTING: 80 = SET IN A BOULDER
 PY1078_SP_SET: BOULDER
 PY1078_STAMPING: 6449.66 BPR 8 4
 PY1078_MARK LOGO: BPR   
 PY1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1078+STABILITY: SURFACE MOTION
 PY1078
 PY1078  HISTORY     - Date     Condition        Report By
 PY1078  HISTORY     - UNK      MONUMENTED       BPR
 PY1078  HISTORY     - 1987     GOOD             NGS
 PY1078
 PY1078                          STATION DESCRIPTION
 PY1078
 PY1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1078'11.4 KM (7.10 MI) EAST FROM TOWER JUNCTION.
 PY1078'11.4 KM (7.10 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1078'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN THE
 PY1078'EAST EDGE OF A 6 BY 6 FOOT BOULDER THAT PROJECTS 48-INCHES ABOVE THE
 PY1078'GROUND SURFACE, 20.1 M (65.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PY1078'HIGHWAY, AND 19.8 M (65.0 FT) NORTHEAST OF THE LARGEST BOULDER IN THE
 PY1078'AREA.
 PY1078'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0508 ***********************************************************************
 MO0508  DESIGNATION -  6494
 MO0508  PID         -  MO0508
 MO0508  STATE/COUNTY-  WY/LARAMIE
 MO0508  USGS QUAD   -  HORSE CREEK (1962)
 MO0508
 MO0508                         *CURRENT SURVEY CONTROL
 MO0508  ___________________________________________________________________
 MO0508* NAD 83(1986)-  41 24 59.     (N)    105 10 55.     (W)     SCALED    
 MO0508* NAVD 88     -      1979.954  (meters)    6495.90   (feet)  ADJUSTED  
 MO0508  ___________________________________________________________________
 MO0508  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 MO0508  DYNAMIC HT  -        1978.270 (meters)    6490.37  (feet)  COMP
 MO0508  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 MO0508
 MO0508  VERT ORDER  -  FIRST     CLASS II
 MO0508
 MO0508.The horizontal coordinates were scaled from a topographic map and have
 MO0508.an estimated accuracy of +/- 6 seconds.
 MO0508
 MO0508.The orthometric height was determined by differential leveling
 MO0508.and adjusted by the National Geodetic Survey in June 1991..
 MO0508
 MO0508.The geoid height was determined by GEOID03.
 MO0508
 MO0508.The dynamic height is computed by dividing the NAVD 88
 MO0508.geopotential number by the normal gravity value computed on the
 MO0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0508.degrees latitude (g = 980.6199 gals.).
 MO0508
 MO0508.The modeled gravity was interpolated from observed gravity values.
 MO0508
 MO0508;                    North         East    Units  Estimated Accuracy
 MO0508;SPC WY E     -   101,760.      198,720.      MT  (+/- 180 meters Scaled)
 MO0508
 MO0508                          SUPERSEDED SURVEY CONTROL
 MO0508
 MO0508  NGVD 29 (??/??/92) 1978.921  (m)         6492.51   (f) ADJ UNCH    1 2
 MO0508
 MO0508.Superseded values are not recommended for survey control.
 MO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0508.See file dsdata.txt to determine how the superseded data were derived.
 MO0508
 MO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF847849(NAD 83)
 MO0508_MARKER: P = PIPE CAP
 MO0508_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MO0508_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MO0508_STAMPING: 6494 DENVER
 MO0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0508
 MO0508  HISTORY     - Date     Condition        Report By
 MO0508  HISTORY     - UNK      MONUMENTED       USGS
 MO0508  HISTORY     - 1954     GOOD             NGS
 MO0508
 MO0508                          STATION DESCRIPTION
 MO0508
 MO0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0508'1.2 MI SE FROM HORSE CREEK.
 MO0508'0.95 MILE SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0508'THE STATION AT HORSE CREEK, THENCE 0.2 MILE EAST ALONG A TRACK
 MO0508'ROAD, 0.15 MILE NORTHEAST OF THE POST OFFICE AT HORSE CREEK, 33
 MO0508'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH MAIN ROAD,
 MO0508'10 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 4.4 FEET
 MO0508'NORTHEAST OF A FENCE CORNER, 2 FEET EAST OF A FENCE, 1.5 FEET
 MO0508'SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 MO0508'PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.  THIS PIPE IS
 MO0508'LEANING ABOUT 20 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0285 ***********************************************************************
 MP0285  DESIGNATION -  6496.3
 MP0285  PID         -  MP0285
 MP0285  STATE/COUNTY-  WY/CARBON
 MP0285  USGS QUAD   -  SAVERY (1961)
 MP0285
 MP0285                         *CURRENT SURVEY CONTROL
 MP0285  ___________________________________________________________________
 MP0285* NAD 83(1986)-  41 01 19.     (N)    107 25 10.     (W)     SCALED    
 MP0285* NAVD 88     -      1980.666  (meters)    6498.23   (feet)  ADJUSTED  
 MP0285  ___________________________________________________________________
 MP0285  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 MP0285  DYNAMIC HT  -        1978.875 (meters)    6492.36  (feet)  COMP
 MP0285  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 MP0285
 MP0285  VERT ORDER  -  SECOND    CLASS 0
 MP0285
 MP0285.The horizontal coordinates were scaled from a topographic map and have
 MP0285.an estimated accuracy of +/- 6 seconds.
 MP0285
 MP0285.The orthometric height was determined by differential leveling
 MP0285.and adjusted by the National Geodetic Survey in June 1991..
 MP0285
 MP0285.The geoid height was determined by GEOID03.
 MP0285
 MP0285.The dynamic height is computed by dividing the NAVD 88
 MP0285.geopotential number by the normal gravity value computed on the
 MP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0285.degrees latitude (g = 980.6199 gals.).
 MP0285
 MP0285.The modeled gravity was interpolated from observed gravity values.
 MP0285
 MP0285;                    North         East    Units  Estimated Accuracy
 MP0285;SPC WYEC     -   157,960.      392,760.      MT  (+/- 180 meters Scaled)
 MP0285
 MP0285                          SUPERSEDED SURVEY CONTROL
 MP0285
 MP0285  NGVD 29 (??/??/92) 1979.479  (m)         6494.34   (f) ADJ UNCH    2 0
 MP0285
 MP0285.Superseded values are not recommended for survey control.
 MP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0285.See file dsdata.txt to determine how the superseded data were derived.
 MP0285
 MP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF965440(NAD 83)
 MP0285_MARKER: N = NAIL
 MP0285_SETTING: 80 = SET IN A BOULDER
 MP0285_SP_SET: BOULDER
 MP0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0285+STABILITY: SURFACE MOTION
 MP0285
 MP0285  HISTORY     - Date     Condition        Report By
 MP0285  HISTORY     - UNK      MONUMENTED       USGS
 MP0285  HISTORY     - 1934     GOOD             NGS
 MP0285
 MP0285                          STATION DESCRIPTION
 MP0285
 MP0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0285'1.8 MI E FROM SAVERY.
 MP0285'1.8 MILES EAST ALONG THE SLATER ROAD FROM THE SAVERY MERCANTILE CO. AT
 MP0285'SAVERY, IN THE SOUTHWEST QUARTER OF SECTION 9, T 12 N, R 89 W, ABOUT
 MP0285'500 FEET NORTH OF THE STONEWALL RANCH HOUSE, 95 FEET EAST OF THE
 MP0285'CROSSING OF A RAVINE, 33 FEET NORTH OF BENCH MARK V 72, DESCRIBED
 MP0285'ABOVE, 16 FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A
 MP0285'BOULDER, AND ABOUT 7 FEET HIGHER THAN THE ROAD.  A U.S. GEOLOGICAL
 MP0285'SURVEY STANDARD COPPER NAIL AND WASHER, MARKED WITH THE PAINTED
 MP0285'LETTERS U S 6496/3 B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0207 ***********************************************************************
 MP0207  DESIGNATION -  6512
 MP0207  PID         -  MP0207
 MP0207  STATE/COUNTY-  WY/CARBON
 MP0207  USGS QUAD   -  FORT STEELE (1971)
 MP0207
 MP0207                         *CURRENT SURVEY CONTROL
 MP0207  ___________________________________________________________________
 MP0207* NAD 83(1986)-  41 46 33.     (N)    106 56 52.     (W)     SCALED    
 MP0207* NAVD 88     -      1986.387  (meters)    6517.00   (feet)  ADJUSTED  
 MP0207  ___________________________________________________________________
 MP0207  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MP0207  DYNAMIC HT  -        1984.718 (meters)    6511.53  (feet)  COMP
 MP0207  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 MP0207
 MP0207  VERT ORDER  -  FIRST     CLASS II
 MP0207
 MP0207.The horizontal coordinates were scaled from a topographic map and have
 MP0207.an estimated accuracy of +/- 6 seconds.
 MP0207
 MP0207.The orthometric height was determined by differential leveling
 MP0207.and adjusted by the National Geodetic Survey in June 1991..
 MP0207.WARNING-Repeat measurements at this control monument indicate possible
 MP0207.vertical movement.
 MP0207
 MP0207.The geoid height was determined by GEOID03.
 MP0207
 MP0207.The dynamic height is computed by dividing the NAVD 88
 MP0207.geopotential number by the normal gravity value computed on the
 MP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0207.degrees latitude (g = 980.6199 gals.).
 MP0207
 MP0207.The modeled gravity was interpolated from observed gravity values.
 MP0207
 MP0207;                    North         East    Units  Estimated Accuracy
 MP0207;SPC WYEC     -   241,750.      432,050.      MT  (+/- 180 meters Scaled)
 MP0207
 MP0207                          SUPERSEDED SURVEY CONTROL
 MP0207
 MP0207  NGVD 29 (06/08/92) 1985.244  (m)         6513.25   (f) ADJUSTED    1 2
 MP0207
 MP0207.Superseded values are not recommended for survey control.
 MP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0207.See file dsdata.txt to determine how the superseded data were derived.
 MP0207
 MP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG381267(NAD 83)
 MP0207_MARKER: P = PIPE CAP
 MP0207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0207_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0207_STAMPING: 6512 ADJ-03
 MP0207_MARK LOGO: USGS  
 MP0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0207
 MP0207  HISTORY     - Date     Condition        Report By
 MP0207  HISTORY     - UNK      MONUMENTED       USGS
 MP0207  HISTORY     - 1947     GOOD             NGS
 MP0207  HISTORY     - 1983     GOOD             NGS
 MP0207
 MP0207                          STATION DESCRIPTION
 MP0207
 MP0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0207'IN FORT STEELE.
 MP0207'AT FORT STEELE, 589.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MP0207'WATER PUMPING PLANT, APPROXIMATELY 173 YARDS NORTHEAST OF A LARGE
 MP0207'FARMHOUSE, 519.0 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN SOUTH TRACK
 MP0207'AT A POINT 4 1/2 POLES WEST OF THE WEST END OF THE RAILWAY BRIDGE OVER
 MP0207'THE NORTH PLATTE RIVER, APPROXIMATELY 166 YARDS NORTHWEST OF A LONE
 MP0207'STONE BUILDING (15 FEET BY 18 FEET), 164.0 FEET WEST OF THE CENTER
 MP0207'LINE OF THE MAIN NORTH-SOUTH ROAD AT FORT STEELE, 1.5 FEET EAST OF A
 MP0207'REFERENCE POST, A U.S.G.S. CAP RIVETED ON TOP OF A 3 1/2 INCH IRON
 MP0207'PIPE AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MP0207
 MP0207                          STATION RECOVERY (1983)
 MP0207
 MP0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0533 ***********************************************************************
 MO0533  DESIGNATION -  6524.23
 MO0533  PID         -  MO0533
 MO0533  STATE/COUNTY-  WY/LARAMIE
 MO0533  USGS QUAD   -  SILVER CROWN (1978)
 MO0533
 MO0533                         *CURRENT SURVEY CONTROL
 MO0533  ___________________________________________________________________
 MO0533* NAD 83(1986)-  41 12 06.     (N)    105 04 16.     (W)     SCALED    
 MO0533* NAVD 88     -      1989.728  (meters)    6527.97   (feet)  ADJUSTED  
 MO0533  ___________________________________________________________________
 MO0533  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MO0533  DYNAMIC HT  -        1987.937 (meters)    6522.09  (feet)  COMP
 MO0533  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 MO0533
 MO0533  VERT ORDER  -  FIRST     CLASS II
 MO0533
 MO0533.The horizontal coordinates were scaled from a topographic map and have
 MO0533.an estimated accuracy of +/- 6 seconds.
 MO0533
 MO0533.The orthometric height was determined by differential leveling
 MO0533.and adjusted by the National Geodetic Survey in June 1991..
 MO0533
 MO0533.The geoid height was determined by GEOID03.
 MO0533
 MO0533.The dynamic height is computed by dividing the NAVD 88
 MO0533.geopotential number by the normal gravity value computed on the
 MO0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0533.degrees latitude (g = 980.6199 gals.).
 MO0533
 MO0533.The modeled gravity was interpolated from observed gravity values.
 MO0533
 MO0533;                    North         East    Units  Estimated Accuracy
 MO0533;SPC WY E     -    77,920.      208,020.      MT  (+/- 180 meters Scaled)
 MO0533
 MO0533                          SUPERSEDED SURVEY CONTROL
 MO0533
 MO0533  NGVD 29 (??/??/92) 1988.633  (m)         6524.37   (f) ADJ UNCH    1 2
 MO0533
 MO0533.Superseded values are not recommended for survey control.
 MO0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0533.See file dsdata.txt to determine how the superseded data were derived.
 MO0533
 MO0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF940611(NAD 83)
 MO0533_MARKER: Q = CHISELED SQUARE
 MO0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0533+STABILITY: SURFACE MOTION
 MO0533
 MO0533  HISTORY     - Date     Condition        Report By
 MO0533  HISTORY     - UNK      MONUMENTED       USGS
 MO0533  HISTORY     - 1954     GOOD             NGS
 MO0533
 MO0533                          STATION DESCRIPTION
 MO0533
 MO0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0533'5.4 MI SE FROM FEDERAL.
 MO0533'5.45 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0533'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, 3 POLES NORTHWEST
 MO0533'OF TRESTLE 133.89, 41.5 FEET NORTHEAST OF THE NORTHEAST RAIL,
 MO0533'7.5 FEET SOUTHWEST OF A FENCE, 29 FEET NORTHEAST OF MILEPOST
 MO0533'134, 97 FEET NORTHEAST OF BENCH MARK M 108, ON THE TOP OF A
 MO0533'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1053 ***********************************************************************
 PY1053  DESIGNATION -  6552.22
 PY1053  PID         -  PY1053
 PY1053  STATE/COUNTY-  WY/PARK
 PY1053  USGS QUAD   -  MOUNT HORNADAY (1989)
 PY1053
 PY1053                         *CURRENT SURVEY CONTROL
 PY1053  ___________________________________________________________________
 PY1053* NAD 83(1986)-  44 53 35.     (N)    110 14 03.     (W)     SCALED    
 PY1053* NAVD 88     -      1999.099  (meters)    6558.71   (feet)  ADJUSTED  
 PY1053  ___________________________________________________________________
 PY1053  GEOID HEIGHT-          -8.08  (meters)                     GEOID03
 PY1053  DYNAMIC HT  -        1998.014 (meters)    6555.15  (feet)  COMP
 PY1053  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 PY1053
 PY1053  VERT ORDER  -  FIRST     CLASS II
 PY1053
 PY1053.The horizontal coordinates were scaled from a topographic map and have
 PY1053.an estimated accuracy of +/- 6 seconds.
 PY1053
 PY1053.The orthometric height was determined by differential leveling
 PY1053.and adjusted by the National Geodetic Survey in June 1991..
 PY1053
 PY1053.The geoid height was determined by GEOID03.
 PY1053
 PY1053.The dynamic height is computed by dividing the NAVD 88
 PY1053.geopotential number by the normal gravity value computed on the
 PY1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1053.degrees latitude (g = 980.6199 gals.).
 PY1053
 PY1053.The modeled gravity was interpolated from observed gravity values.
 PY1053
 PY1053;                    North         East    Units  Estimated Accuracy
 PY1053;SPC WYWC     -   489,050.      482,770.      MT  (+/- 180 meters Scaled)
 PY1053
 PY1053                          SUPERSEDED SURVEY CONTROL
 PY1053
 PY1053  NGVD 29 (08/20/92) 1997.859  (m)         6554.64   (f) ADJUSTED    1 2
 PY1053
 PY1053.Superseded values are not recommended for survey control.
 PY1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1053.See file dsdata.txt to determine how the superseded data were derived.
 PY1053
 PY1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ604713(NAD 83)
 PY1053_MARKER: DB = BENCH MARK DISK
 PY1053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1053_SP_SET: HEADWALL
 PY1053_STAMPING: 6552.22 8 2
 PY1053_MARK LOGO: BPR   
 PY1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1053+STABILITY: SURFACE MOTION
 PY1053
 PY1053  HISTORY     - Date     Condition        Report By
 PY1053  HISTORY     - UNK      MONUMENTED       BPR
 PY1053  HISTORY     - 1987     GOOD             NGS
 PY1053
 PY1053                          STATION DESCRIPTION
 PY1053
 PY1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1053'17.4 KM (10.80 MI) EAST FROM TOWER JUNCTION.
 PY1053'17.4 KM (10.80 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FRON
 PY1053'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN THE
 PY1053'CENTER OF THE NORTHEAST HEADWALL OF A STONE CULVERT, AND 4.2 M (13.8
 PY1053'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PY1053'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1015 ***********************************************************************
 PY1015  DESIGNATION -  6558.70
 PY1015  PID         -  PY1015
 PY1015  STATE/COUNTY-  WY/PARK
 PY1015  USGS QUAD   -  MAMMOTH (1986)
 PY1015
 PY1015                         *CURRENT SURVEY CONTROL
 PY1015  ___________________________________________________________________
 PY1015* NAD 83(1986)-  44 56 26.     (N)    110 37 58.     (W)     SCALED    
 PY1015* NAVD 88     -      2000.585  (meters)    6563.59   (feet)  ADJUSTED  
 PY1015  ___________________________________________________________________
 PY1015  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY1015  DYNAMIC HT  -        1999.480 (meters)    6559.96  (feet)  COMP
 PY1015  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 PY1015
 PY1015  VERT ORDER  -  FIRST     CLASS II
 PY1015
 PY1015.The horizontal coordinates were scaled from a topographic map and have
 PY1015.an estimated accuracy of +/- 6 seconds.
 PY1015
 PY1015.The orthometric height was determined by differential leveling
 PY1015.and adjusted by the National Geodetic Survey in June 1991..
 PY1015
 PY1015.The geoid height was determined by GEOID03.
 PY1015
 PY1015.The dynamic height is computed by dividing the NAVD 88
 PY1015.geopotential number by the normal gravity value computed on the
 PY1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1015.degrees latitude (g = 980.6199 gals.).
 PY1015
 PY1015.The modeled gravity was interpolated from observed gravity values.
 PY1015
 PY1015;                    North         East    Units  Estimated Accuracy
 PY1015;SPC WYWC     -   494,980.      451,410.      MT  (+/- 180 meters Scaled)
 PY1015
 PY1015                          SUPERSEDED SURVEY CONTROL
 PY1015
 PY1015  NGVD 29 (08/20/92) 1999.315  (m)         6559.42   (f) ADJUSTED    1 2
 PY1015
 PY1015.Superseded values are not recommended for survey control.
 PY1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1015.See file dsdata.txt to determine how the superseded data were derived.
 PY1015
 PY1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ289764(NAD 83)
 PY1015_MARKER: DB = BENCH MARK DISK
 PY1015_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PY1015_SP_SET: ABUTMENT
 PY1015_STAMPING: 6558.70 1934
 PY1015_MARK LOGO: BPR   
 PY1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1015
 PY1015  HISTORY     - Date     Condition        Report By
 PY1015  HISTORY     - 1934     MONUMENTED       BPR
 PY1015  HISTORY     - 1987     GOOD             NGS
 PY1015
 PY1015                          STATION DESCRIPTION
 PY1015
 PY1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1015'7.3 KM (4.55 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1015'7.3 KM (4.55 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1015'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, IN TOP OF
 PY1015'AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE EAST STONE ABUTMENT
 PY1015'OF A HIGHWAY BRIDGE SPANNING LAVA CREEK, AND 4.1 M (13.5 FT) SOUTH OF
 PY1015'THE CENTERLINE OF THE HIGHWAY.
 PY1015'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1055 ***********************************************************************
 PY1055  DESIGNATION -  6570.59
 PY1055  PID         -  PY1055
 PY1055  STATE/COUNTY-  WY/PARK
 PY1055  USGS QUAD   -  OPAL CREEK (1989)
 PY1055
 PY1055                         *CURRENT SURVEY CONTROL
 PY1055  ___________________________________________________________________
 PY1055* NAD 83(1986)-  44 52 16.     (N)    110 12 09.     (W)     SCALED    
 PY1055* NAVD 88     -      2004.738  (meters)    6577.21   (feet)  ADJUSTED  
 PY1055  ___________________________________________________________________
 PY1055  GEOID HEIGHT-          -8.04  (meters)                     GEOID03
 PY1055  DYNAMIC HT  -        2003.617 (meters)    6573.53  (feet)  COMP
 PY1055  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 PY1055
 PY1055  VERT ORDER  -  FIRST     CLASS II
 PY1055
 PY1055.The horizontal coordinates were scaled from a topographic map and have
 PY1055.an estimated accuracy of +/- 6 seconds.
 PY1055
 PY1055.The orthometric height was determined by differential leveling
 PY1055.and adjusted by the National Geodetic Survey in June 1991..
 PY1055.WARNING-Repeat measurements at this control monument indicate possible
 PY1055.vertical movement.
 PY1055
 PY1055.The geoid height was determined by GEOID03.
 PY1055
 PY1055.The dynamic height is computed by dividing the NAVD 88
 PY1055.geopotential number by the normal gravity value computed on the
 PY1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1055.degrees latitude (g = 980.6199 gals.).
 PY1055
 PY1055.The modeled gravity was interpolated from observed gravity values.
 PY1055
 PY1055;                    North         East    Units  Estimated Accuracy
 PY1055;SPC WYWC     -   486,570.      485,230.      MT  (+/- 180 meters Scaled)
 PY1055
 PY1055                          SUPERSEDED SURVEY CONTROL
 PY1055
 PY1055  NGVD 29 (08/20/92) 2003.470  (m)         6573.05   (f) ADJUSTED    1 2
 PY1055
 PY1055.Superseded values are not recommended for survey control.
 PY1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1055.See file dsdata.txt to determine how the superseded data were derived.
 PY1055
 PY1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ629689(NAD 83)
 PY1055_MARKER: DB = BENCH MARK DISK
 PY1055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1055_SP_SET: HEADWALL
 PY1055_STAMPING: 6570.59 8 2
 PY1055_MARK LOGO: BPR   
 PY1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1055+STABILITY: SURFACE MOTION
 PY1055
 PY1055  HISTORY     - Date     Condition        Report By
 PY1055  HISTORY     - UNK      MONUMENTED       BPR
 PY1055  HISTORY     - 1987     GOOD             NGS
 PY1055
 PY1055                          STATION DESCRIPTION
 PY1055
 PY1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1055'20.8 KM (12.90 MI) EAST FROM TOWER JUNCTION.
 PY1055'20.8 KM (12.90 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1055'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN TOP OF
 PY1055'AND 0.6 M (2.0 FT) WEST OF THE EAST END OF THE NORTH HEADWALL OF A
 PY1055'STONE CULVERT, AND 5.1 M (16.7 FT) NORTH OF THE CENTERLINE OF THE
 PY1055'HIGHWAY.
 PY1055'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1057 ***********************************************************************
 PY1057  DESIGNATION -  6580.56
 PY1057  PID         -  PY1057
 PY1057  STATE/COUNTY-  WY/PARK
 PY1057  USGS QUAD   -  OPAL CREEK (1989)
 PY1057
 PY1057                         *CURRENT SURVEY CONTROL
 PY1057  ___________________________________________________________________
 PY1057* NAD 83(1986)-  44 52 14.     (N)    110 11 13.     (W)     SCALED    
 PY1057* NAVD 88     -      2007.725  (meters)    6587.01   (feet)  ADJUSTED  
 PY1057  ___________________________________________________________________
 PY1057  GEOID HEIGHT-          -8.01  (meters)                     GEOID03
 PY1057  DYNAMIC HT  -        2006.634 (meters)    6583.43  (feet)  COMP
 PY1057  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 PY1057
 PY1057  VERT ORDER  -  FIRST     CLASS II
 PY1057
 PY1057.The horizontal coordinates were scaled from a topographic map and have
 PY1057.an estimated accuracy of +/- 6 seconds.
 PY1057
 PY1057.The orthometric height was determined by differential leveling
 PY1057.and adjusted by the National Geodetic Survey in June 1991..
 PY1057
 PY1057.The geoid height was determined by GEOID03.
 PY1057
 PY1057.The dynamic height is computed by dividing the NAVD 88
 PY1057.geopotential number by the normal gravity value computed on the
 PY1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1057.degrees latitude (g = 980.6199 gals.).
 PY1057
 PY1057.The modeled gravity was interpolated from observed gravity values.
 PY1057
 PY1057;                    North         East    Units  Estimated Accuracy
 PY1057;SPC WYWC     -   486,490.      486,450.      MT  (+/- 180 meters Scaled)
 PY1057
 PY1057                          SUPERSEDED SURVEY CONTROL
 PY1057
 PY1057  NGVD 29 (08/20/92) 2006.489  (m)         6582.96   (f) ADJUSTED    1 2
 PY1057
 PY1057.Superseded values are not recommended for survey control.
 PY1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1057.See file dsdata.txt to determine how the superseded data were derived.
 PY1057
 PY1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ642688(NAD 83)
 PY1057_MARKER: DB = BENCH MARK DISK
 PY1057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1057_SP_SET: HEADWALL
 PY1057_STAMPING: 6580.56 8 2
 PY1057_MARK LOGO: BPR   
 PY1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1057+STABILITY: SURFACE MOTION
 PY1057
 PY1057  HISTORY     - Date     Condition        Report By
 PY1057  HISTORY     - UNK      MONUMENTED       BPR
 PY1057  HISTORY     - 1987     GOOD             NGS
 PY1057
 PY1057                          STATION DESCRIPTION
 PY1057
 PY1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1057'22.3 KM (13.85 MI) EAST FROM TOWER JUNCTION.
 PY1057'22.3 KM (13.85 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1057'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN TOP OF
 PY1057'AND 0.4 M (1.3 FT) WEST OF THE EAST END OF THE NORTH HEADWALL OF A
 PY1057'STONE CULVERT, AND 4.1 M (13.5 FT) NORTH OF THE CENTERLINE OF THE
 PY1057'HIGHWAY.
 PY1057'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0480 ***********************************************************************
 OV0480  DESIGNATION -  66 BE
 OV0480  PID         -  OV0480
 OV0480  STATE/COUNTY-  WY/NATRONA
 OV0480  USGS QUAD   -  TTT RANCH (1981)
 OV0480
 OV0480                         *CURRENT SURVEY CONTROL
 OV0480  ___________________________________________________________________
 OV0480* NAD 83(1986)-  43 30 48.     (N)    106 40 34.     (W)     SCALED    
 OV0480* NAVD 88     -      1497.034  (meters)    4911.52   (feet)  POSTED    
 OV0480  ___________________________________________________________________
 OV0480  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 OV0480  DYNAMIC HT  -        1496.240 (meters)    4908.91  (feet)  COMP
 OV0480  MODELED GRAV-     980,033.7   (mgal)                       NAVD 88
 OV0480
 OV0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0480
 OV0480.The horizontal coordinates were scaled from a topographic map and have
 OV0480.an estimated accuracy of +/- 6 seconds.
 OV0480
 OV0480.The orthometric height was determined by differential leveling
 OV0480.and adjusted by the National Geodetic Survey in 1992..
 OV0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0480.rate of 0.0 thru 1.0 mm/km.
 OV0480
 OV0480.The geoid height was determined by GEOID03.
 OV0480
 OV0480.The dynamic height is computed by dividing the NAVD 88
 OV0480.geopotential number by the normal gravity value computed on the
 OV0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0480.degrees latitude (g = 980.6199 gals.).
 OV0480
 OV0480.The modeled gravity was interpolated from observed gravity values.
 OV0480
 OV0480;                    North         East    Units  Estimated Accuracy
 OV0480;SPC WYEC     -   434,890.      453,140.      MT  (+/- 180 meters Scaled)
 OV0480
 OV0480                          SUPERSEDED SURVEY CONTROL
 OV0480
 OV0480.No superseded survey control is available for this station.
 OV0480
 OV0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ645191(NAD 83)
 OV0480_MARKER: DB = BENCH MARK DISK
 OV0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0480_SP_SET: CONCRETE POST
 OV0480_STAMPING: 66 BE 1958
 OV0480_MARK LOGO: USGS  
 OV0480_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0480+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1968
 OV0480
 OV0480  HISTORY     - Date     Condition        Report By
 OV0480  HISTORY     - 1958     MONUMENTED       USGS
 OV0480  HISTORY     - 19680619 GOOD             USGS
 OV0480
 OV0480                          STATION DESCRIPTION
 OV0480
 OV0480'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0480'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTHEAST OF LONG OLD U.S.
 OV0480'HIGHWAY 87 AND INTERSTATE 25, THENCE 12.6 MILES SOUTH ALONG TTT RANCH
 OV0480'ROAD (LONE BEAR ROAD), 2.4 MILES NORTH OF WILLOW CREEK SCHOOLHOUSE,
 OV0480'500 FEET SOUTHEAST OF A WOODEN BRIDGE, 36 FEET SOUTH AND 66 FEET EAST
 OV0480'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0996 ***********************************************************************
 MO0996  DESIGNATION -  66 MOUNTAIN
 MO0996  PID         -  MO0996
 MO0996  STATE/COUNTY-  WY/GOSHEN
 MO0996  USGS QUAD   -  MC COMPSEY PASS (1990)
 MO0996
 MO0996                         *CURRENT SURVEY CONTROL
 MO0996  ___________________________________________________________________
 MO0996* NAD 83(1993)-  41 42 06.43528(N)    104 05 27.14464(W)     ADJUSTED  
 MO0996* NAVD 88     -      1587.7    (meters)    5209.     (feet)  VERTCON   
 MO0996  ___________________________________________________________________
 MO0996  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 MO0996  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MO0996
 MO0996  HORZ ORDER  -  FIRST
 MO0996
 MO0996.The horizontal coordinates were established by classical geodetic methods
 MO0996.and adjusted by the National Geodetic Survey in January 1997..
 MO0996
 MO0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO0996
 MO0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0996
 MO0996.The geoid height was determined by GEOID03.
 MO0996
 MO0996;                    North         East     Units Scale Factor Converg.
 MO0996;SPC WY E     -   134,016.470   289,540.238   MT  1.00003613   +0 42 56.6
 MO0996;UTM  13      - 4,617,066.154   575,642.577   MT  0.99967041   +0 36 17.4
 MO0996
 MO0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0996!SPC WY E     -   0.99975386  x   1.00003613  =   0.99978998
 MO0996!UTM  13      -   0.99975386  x   0.99967041  =   0.99942435
 MO0996
 MO0996:                Primary Azimuth Mark                     Grid Az
 MO0996:SPC WY E     -  LYMAN WHITE TOP TANK                     009 50 57.4
 MO0996:UTM  13      -  LYMAN WHITE TOP TANK                     009 57 36.6
 MO0996
 MO0996|---------------------------------------------------------------------|
 MO0996| PID    Reference Object                     Distance      Geod. Az  |
 MO0996|                                                           dddmmss.s |
 MO0996| MO0989 LYMAN WHITE TOP TANK                APPROX.24.4 KM 0103354.0 |
 MO0996| MO0990 LYMAN TANK ON TALL STRUCTURE        APPROX.24.7 KM 0104832.6 |
 MO0996| CP9452 66 MOUNTAIN RM 1                     34.318 METERS 03908     |
 MO0996| CP9453 66 MOUNTAIN RM 2                     41.880 METERS 11355     |
 MO0996| CP9454 66 MOUNTAIN RM 3 AZIMUTH                           2774728.3 |
 MO0996|---------------------------------------------------------------------|
 MO0996
 MO0996                          SUPERSEDED SURVEY CONTROL
 MO0996
 MO0996  NAD 83(1986)-  41 42 06.42302(N)    104 05 27.14833(W) AD(       ) 1
 MO0996  NAD 27      -  41 42 06.52000(N)    104 05 25.32400(W) AD(       ) 1
 MO0996  NGVD 29 (09/11/89) 1586.9    (m)         5206.     (f) VERT ANG       
 MO0996
 MO0996.Superseded values are not recommended for survey control.
 MO0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0996.See file dsdata.txt to determine how the superseded data were derived.
 MO0996
 MO0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7564317066(NAD 83)
 MO0996_MARKER: DS = TRIANGULATION STATION DISK
 MO0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0996
 MO0996  HISTORY     - Date     Condition        Report By
 MO0996  HISTORY     - 1933     MONUMENTED       CGS
 MO0996  HISTORY     - 1963     GOOD             CGS
 MO0996  HISTORY     - 1963     GOOD             CGS
 MO0996  HISTORY     - 1973     GOOD             NGS
 MO0996
 MO0996                          STATION DESCRIPTION
 MO0996
 MO0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO0996'ABOUT 6 MILES NORTHEAST OF LAGRANGE AND ABOUT 3 MILES WEST OF
 MO0996'WYOMING-NEBRASKA BOUNDARY LINE, IN T. 20 N., R. 60 W., ON HIGHEST
 MO0996'PART OF LARGE ROUNDED HILL KNOWN AS 66 MOUNTAIN.  TO REACH FROM
 MO0996'LAGRANGE, GO WEST 0.2 MILE FROM LAGRANGE LUMBER CO. TO T-FORK,
 MO0996'TURN RIGHT AND GO 0.3 MILE, TURN LEFT ALONG RAILROAD TRACKS AND
 MO0996'GO 0.1 MILE, TURN RIGHT, CROSS TRACKS AND GO NORTH 2.6 MILES ON
 MO0996'GRAVEL ROAD TO WIRE GATE ON EAST SIDE OF ROAD.  (THIS GATE IS
 MO0996'ABOUT 1/4 MILE NORTH OF YELLOW HOUSE).  TURN RIGHT, GO THROUGH
 MO0996'WIRE GATE AND TAKE RIGHT FORK WHICH GOES STRAIGHT EAST,
 MO0996'FOLLOW ROAD 2.2 MILES, TURN LEFT AND GO 2.0 MILES, TURN
 MO0996'RIGHT, PASS FARM HOUSE, GO THROUGH GATE AND FOLLOW MAIN
 MO0996'ROAD 0.5 MILE TO TOP OF HILL, TURN RIGHT AND FOLLOW MAIN
 MO0996'ROAD 1.2 MILES, GO THROUGH GATE, TURN LEFT AND GO 0.2 MILE TO TOP
 MO0996'OF HILL AND STATION.  STATION IS ON TOP OF HILL ABOUT 25
 MO0996'FEET EAST OF DROP-OFF TO WEST.  SURFACE AND UNDERGROUND
 MO0996'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 MO0996'REFERENCE MARKS ARE STANDARD DISKS IN
 MO0996'CONCRETE.  NO. 1 IS ON ROCKY RIDGE, 112.6 FEET
 MO0996'(SLOPE) FROM STATION.  NO.  2 IS ON
 MO0996'GRASSY KNOLL, 137.4 FEET (SLOPE) FROM STATION.
 MO0996'NO. 3 IS 20 FEET SOUTH OF FENCE CORNER, AND
 MO0996'ABOUT 3/8 MILE FROM STATION.
 MO0996
 MO0996                          STATION RECOVERY (1963)
 MO0996
 MO0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO0996'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 MO0996'DIRECTION TO THE MARKS WERE VERIFIED.
 MO0996'
 MO0996'A NEW AND COMPLETE DESCRIPTION FOLLOWS DUE TO A NEW TO REACH
 MO0996'BEING USED.
 MO0996'
 MO0996'THE STATION IS 6 MILES NORTHEAST OF LAGRANGE, 2 MILES WEST OF
 MO0996'THE WYOMING-NEBRASKA STATE LINE, IN THE SOUTHWEST CORNER OF
 MO0996'SECTION 16, T 20 N, R 60 W, ON THE HIGHEST PART OF A LARGE
 MO0996'ROUNDED HILL KNOWN AS 66 MOUNTAIN, AND ON PROPERTY LEASED BY ORA
 MO0996'JONES.
 MO0996'
 MO0996'TO REACH THE STATION FROM THE CROSS-STREET, APPROXIMATELY 200
 MO0996'FEET NORTH OF THE POST OFFICE IN LAGRANGE, GO WEST ON A GRAVEL
 MO0996'STREET FOR 0.25 MILE TO WHERE THE STREET TURNS RIGHT.  TURN
 MO0996'RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 3.0 MILES TO A SIDE
 MO0996'ROAD AND A CATTLE GUARD ON THE RIGHT.  TURN RIGHT, CROSS THE
 MO0996'CATTLE GUARD, AND GO EAST ON A DIRT ROAD FOR 4.0 MILES TO A
 MO0996'FENCE AND CATTLE GUARD AT THE ENTRANCE TO THE ORA JONES RANCH
 MO0996'BUILDINGS.  TURN RIGHT AND GO EAST ON A TRACK ROAD FOR 0.05 MILE
 MO0996'TO A WIRE GATE IN THE NORTH-SOUTH FENCE.  PASS THROUGH THE
 MO0996'GATE, TURN LEFT AND GO NORTHEAST ACROSS A PASTURE FOR 0.1
 MO0996'MILE TO A WIRE GATE WHICH IS APPROXIMATELY 200 FEET EAST OF A RED
 MO0996'BARN.  PASS THROUGH THE GATE AND FOLLOW THE MAIN TRACK
 MO0996'ROAD WHICH WINDS IN MANY DIRECTIONS FOR 2.25 MILES TO A
 MO0996'GATE IN AN EAST-WEST FENCE.  PASS THROUGH THE GATE, TURN
 MO0996'LEFT, AND GO WEST ALONG THE NORTH SIDE OF THE FENCE FOR
 MO0996'0.7 MILE TO A WIRE GATE IN A NORTH-SOUTH FENCE.* TURN
 MO0996'RIGHT AND GO NORTHEAST, UPHILL, FOR 0.15 MILE TO THE HIGHEST
 MO0996'POINT AND THE STATION.
 MO0996'
 MO0996'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED 66 MOUNTION,
 MO0996'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 14 INCHES.  THERE IS
 MO0996'A ROCK LEDGE ABOUT 30 FEET WEST OF THE STATION AND ANOTHER ROCK
 MO0996'LEDGE ABOUT 25 FEET SOUTH OF THE STATION.  THE UNDERGROUND DISK
 MO0996'WAS NOT INSPECTED BY THIS PARTY.
 MO0996'
 MO0996'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED 66 MOUNTION NO 1
 MO0996'1933, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO0996'OF THE GROUND.  IT IS ON THE TOP OF A SMALL KNOLL NORTH OF THE
 MO0996'STATION AND ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.
 MO0996'
 MO0996'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED 66 MOUNTION
 MO0996'NO 2 1933, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO0996'OF THE GROUND.  IT IS ON THE TOP OF A SMALL KNOLL EAST OF THE
 MO0996'STATION AND ABOUT 8 FEET LOWER IN ELEVATION THAN THE STATION.
 MO0996'
 MO0996'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS A STANDARD DISK STAMPED
 MO0996'66 MOUNTION NO 3 1933 AND IS SET IN A SQUARE CONCRETE POST WHICH
 MO0996'PROJECTS 2 INCHES.  IT IS 18 FEET SOUTH OF A FENCE CORNER, 1.6
 MO0996'FEET NORTH OF A METAL WITNESS POST AND 1.5 FEET EAST OF THE
 MO0996'FENCE.
 MO0996'
 MO0996'*TO REACH REFERENCE MARK NO. 3 (AZIMUTH MARK) FROM THE WIRE GATE
 MO0996'0.15 MILE SOUTHWEST OF THE STATION, GO NORTHWESTERLY ON A TRACK
 MO0996'ROAD FOR 0.35 MILE TO A FENCE CORNER AND THE REFERENCE MARK
 MO0996'NO. 3.
 MO0996'
 MO0996'NOTE--REFERENCE MARKS NO. 1 AND NO. 2 WERE MEASURED WITH 300
 MO0996'FOOT TAPE.
 MO0996
 MO0996                          STATION RECOVERY (1963)
 MO0996
 MO0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MO0996'RECOVERED BY USGS, 1960.
 MO0996'
 MO0996'RECOVERY NOTE BY NGS, 1963--ALL MARKS WERE RECOVERED IN GOOD
 MO0996'CONDITION.  THE DISTANCE AND DIRECTION TO THE MARKS WERE VERIFIED.
 MO0996'A NEW AND COMPLETE DESCRIPTION FOLLOWS DUE TO A NEW TO REACH BEING
 MO0996'USED
 MO0996'
 MO0996'THE STATION IS 6 MI. NE. OF LAGRANGE, 2 MI. W. OF THE WYOMING-NEBRASKA
 MO0996'STATE LINE, IN THE SW. CORNER OF SEC. 16, T 20 N, R 60 W, ON THE
 MO0996'HIGHEST PART OF A LARGE ROUNDED HILL KNOWN AS 66 MOUNTAIN, AND ON
 MO0996'PROPERTY LEASED BY ORA JONES.
 MO0996'
 MO0996'TO REACH THE STATION FROM THE CROSS-STREET, APPROXIMATELY 200 FT. N.
 MO0996'OF THE POST OFFICE IN LAGRANGE, GO W. ON A GRAVEL STREET FOR 0.25 MI.
 MO0996'TO WHERE THE STREET TURNS RIGHT.  TURN RIGHT AND GO N. ON A GRAVEL
 MO0996'RD. FOR 3.0 MI. TO A SIDE RD. AND A CATTLEGUARD ON THE RIGHT.  TURN
 MO0996'RIGHT, CROSS THE CATTLEGUARD, AND GO E. ON A DIRT RD. FOR 4.0 MI. TO
 MO0996'A FENCE AND CATTLEGUARD AT THE ENTRANCE TO THE ORA JONES RANCH
 MO0996'BUILDINGS.  TURN RIGHT AND GO E. ON A TRACK RD. FOR 0.05 MI. TO A
 MO0996'WIRE GATE IN THE N-S. FENCE.  PASS THROUGH THE GATE, TURN LEFT AND GO
 MO0996'NE. ACROSS A PASTURE FOR 0.1 MI. TO A WIRE GATE WHICH IS APPROXIMATELY
 MO0996'200 FT. E. OF A RED BARN.  PASS THROUGH THE GATE AND FOLLOW THE MAIN
 MO0996'TRACK RD. WHICH WINDS IN MANY DIRECTIONS FOR 2.25 MI. TO A GATE IN AN
 MO0996'E-W. FENCE.  PASS THROUGH THE GATE, TURN LEFT, AND GO W. ALONG THE N.
 MO0996'SIDE OF THE FENCE FOR 0.7 MI. TO A WIRE GATE IN A N-S. FENCE (SEE
 MO0996'FOOTNOTE BELOW).  TURN RIGHT AND GO NE., UPHILL, FOR 0.15 MI. TO THE
 MO0996'HIGHEST POINT AND THE STATION.
 MO0996'
 MO0996'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED---66 MOUNTAIN---,
 MO0996'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 14 IN.  THERE IS A ROCK
 MO0996'LEDGE ABOUT 30 FT. W. OF THE STATION AND ANOTHER ROCK LEDGE ABOUT 25
 MO0996'FT. S. OF THE STATION.  THE UNDERGROUND DISK WAS NOT INSPECTED BY
 MO0996'THIS PARTY.
 MO0996'
 MO0996'REFERENCE MARK NO. 1--A STANDARD DISK STAMPED---66 MOUNTAIN NO 1
 MO0996'1933---, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO0996'THE GROUND.  IT IS ON THE TOP OF A SMALL KNOLL N. OF THE STATION AND
 MO0996'ABOUT 6 FT. LOWER IN ELEVATION THAN THE STATION.
 MO0996'
 MO0996'REFERENCE MARK NO. 2--A STANDARD DISK STAMPED---66 MOUNTAIN NO 2
 MO0996'1933---, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO0996'THE GROUND.  IT IS ON THE TOP OF A SMALL KNOLL E. OF THE STATION AND
 MO0996'ABOUT 8 FT. LOWER IN ELEVATION THAT THE STATION.
 MO0996'
 MO0996'REFERENCE MARK NO. 3 (AZIMUTH MARK)--IS A STANDARD DISK STAMPED
 MO0996'---66 MOUNTION NO 3 1933--- AND IS SET IN A SQUARE CONCRETE POST
 MO0996'WHICH PROJECTS 2 IN.  IT IS 18 FT. S. OF A FENCE CORNER, 1.6 FT.
 MO0996'N. OF A METAL WITNESS POST AND 1.5 FT. E. OF THE FENCE.
 MO0996'
 MO0996'FOOTNOTE--TO REACH REFERENCE MARK NO. 3 (AZIMUTH MARK) FROM THE
 MO0996'WIRE GATE 0.15 MI. SW. OF THE STATION, GO NORTHWESTERLY ON A TRACK
 MO0996'RD. FOR 0.35 MI. TO A FENCE CORNER AND THE REFERENCE MARK NO. 3.
 MO0996'
 MO0996'NOTE--REFERENCE MARKS NO. 1 AND NO. 2 WERE MEASURED WITH 300 FT. TAPE.
 MO0996
 MO0996                          STATION RECOVERY (1973)
 MO0996
 MO0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO0996'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 MO0996'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL
 MO0996'MARKS COMPARED FAVORABLY WITH THE 1963 DATA.  A NEW DESCRIPTION
 MO0996'FOLLOWS.
 MO0996'
 MO0996'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST LAGRANGE, 2
 MO0996'MILES WEST OF THE WYOMING-NEBRASKA STATE LINE, ON TOP OF A HILL
 MO0996'KNOWN AS 66 MOUNTAIN AND ON PROPERTY OF MR ORA JONES.
 MO0996'
 MO0996'TO REACH THE STATION FROM THE POST OFFICE IN LAGRANGE GO WEST
 MO0996'ON GRAVELED ROAD FOR 0.2 MILE TO A T-ROAD.  TURN RIGHT AND GO
 MO0996'NORTH ON GRAVELED ROAD FOR 0.4 MILE TO A REVERSE FORK AND RAILROAD
 MO0996'TRACKS.  BEAR RIGHT AND GO NORTH ON GRAVELED ROAD FOR 2.3 MILES
 MO0996'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON GRAVELED ROAD
 MO0996'FOR 1.8 MILES TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 MO0996'GATE AND GO NORTHERLY ON TRACK ROAD FOR 1.0 MILE TO A FORK.
 MO0996'KEEP LEFT FORK NORTHERLY ON TRACK ROAD FOR 0.6 MILE TO A GATE.
 MO0996'PASS THROUGH GATE AND CONTINUE NORTHERLY ON TRACK ROAD FOR
 MO0996'0.4 MILE TO A DIM TRACK ROAD RIGHT.  TURN RIGHT ON DIM TRACK
 MO0996'AND GO NORTHERLY FOR ABOUT 100 FEET TO A GATE.  PASS THROUGH
 MO0996'GATE AND CONTINUE NORTHERLY ON DIM TRACK ROAD FOR 0.4 MILE TO
 MO0996'TWO OLD BARNS ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ACROSS
 MO0996'COUNTRY FOR 0.7 MILE TO A GATE IN FENCE CORNER.  PASS THROUGH
 MO0996'GATE AND GO EASTERLY ACROSS COUNTRY FOR 0.5 MILE TO A FENCE
 MO0996'CORNER AND REFERENCE MARK 3 ON THE RIGHT.  CONTINUE EASTERLY
 MO0996'ACROSS COUNTRY FOR 0.3 MILE TO A GATE.  PASS THROUGH GATE
 MO0996'AND BEAR LEFT, NORTHERLY ACROSS COUNTRY FOR 0.1 MILE TO TOP
 MO0996'OF HILL AND STATION.
 MO0996'
 MO0996'THE STATION MARK IS STANDARD DISK STAMPED 66 MOUNTION 1933,
 MO0996'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MO0996'PROJECTS 14 INCHES.
 MO0996'
 MO0996'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 66 MOUNTION NO 1 1933,
 MO0996'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 MO0996'FLUSH WITH THE GROUND.
 MO0996'
 MO0996'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 66 MOUNTION NO 2 1933,
 MO0996'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MO0996'PROJECTS 4 INCHES ABOVE THE GROUND.
 MO0996'
 MO0996'REFERENCE MARK 3 IS USED AS AN AZIMUTH MARK IS A STANDARD
 MO0996'REFERENCE MARK DISK STAMPED 66 MOUNTION NO 3 1933, SET IN THE TOP
 MO0996'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 MO0996'ABOVE THE GROUND.  IT IS 18 FEET SOUTH OF THE FENCE CORNER, 2
 MO0996'FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT
 MO0996'EAST OF A FENCE.
 MO0996'
 MO0996'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 MO0996'NORTHEAST OF LAGRANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1030 ***********************************************************************
 PY1030  DESIGNATION -  6603.27
 PY1030  PID         -  PY1030
 PY1030  STATE/COUNTY-  WY/PARK
 PY1030  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1030
 PY1030                         *CURRENT SURVEY CONTROL
 PY1030  ___________________________________________________________________
 PY1030* NAD 83(1986)-  44 56 42.     (N)    110 27 04.     (W)     SCALED    
 PY1030* NAVD 88     -      2014.138  (meters)    6608.05   (feet)  ADJUSTED  
 PY1030  ___________________________________________________________________
 PY1030  GEOID HEIGHT-          -8.42  (meters)                     GEOID03
 PY1030  DYNAMIC HT  -        2013.050 (meters)    6604.48  (feet)  COMP
 PY1030  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 PY1030
 PY1030  VERT ORDER  -  FIRST     CLASS II
 PY1030
 PY1030.The horizontal coordinates were scaled from a topographic map and have
 PY1030.an estimated accuracy of +/- 6 seconds.
 PY1030
 PY1030.The orthometric height was determined by differential leveling
 PY1030.and adjusted by the National Geodetic Survey in June 1991..
 PY1030
 PY1030.The geoid height was determined by GEOID03.
 PY1030
 PY1030.The dynamic height is computed by dividing the NAVD 88
 PY1030.geopotential number by the normal gravity value computed on the
 PY1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1030.degrees latitude (g = 980.6199 gals.).
 PY1030
 PY1030.The modeled gravity was interpolated from observed gravity values.
 PY1030
 PY1030;                    North         East    Units  Estimated Accuracy
 PY1030;SPC WYWC     -   495,160.      465,750.      MT  (+/- 180 meters Scaled)
 PY1030
 PY1030                          SUPERSEDED SURVEY CONTROL
 PY1030
 PY1030  NGVD 29 (08/20/92) 2012.892  (m)         6603.96   (f) ADJUSTED    1 2
 PY1030
 PY1030.Superseded values are not recommended for survey control.
 PY1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1030.See file dsdata.txt to determine how the superseded data were derived.
 PY1030
 PY1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ433769(NAD 83)
 PY1030_MARKER: DB = BENCH MARK DISK
 PY1030_SETTING: 80 = SET IN A BOULDER
 PY1030_SP_SET: BOULDER
 PY1030_STAMPING: 6603.27 1932
 PY1030_MARK LOGO: BPR   
 PY1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1030+STABILITY: SURFACE MOTION
 PY1030
 PY1030  HISTORY     - Date     Condition        Report By
 PY1030  HISTORY     - 1932     MONUMENTED       BPR
 PY1030  HISTORY     - 1987     GOOD             NGS
 PY1030
 PY1030                          STATION DESCRIPTION
 PY1030
 PY1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1030'5.2 KM (3.25 MI) WEST FROM TOWER JUNCTION.
 PY1030'5.2 KM (3.25 MI) WESTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1030'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE CENTER OF
 PY1030'A 2 BY 3 FOOT BOULDER, 32.1 M (105.3 FT) SOUTH OF A 30-INCH PINE
 PY1030'TREE, AND 6.1 M (20.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PY1030'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0145 ***********************************************************************
 NT0145  DESIGNATION -  6604
 NT0145  PID         -  NT0145
 NT0145  STATE/COUNTY-  WY/LINCOLN
 NT0145  USGS QUAD   -  SMOOT (1980)
 NT0145
 NT0145                         *CURRENT SURVEY CONTROL
 NT0145  ___________________________________________________________________
 NT0145* NAD 83(1986)-  42 37 19.     (N)    110 54 59.     (W)     SCALED    
 NT0145* NAVD 88     -      2014.373  (meters)    6608.82   (feet)  ADJUSTED  
 NT0145  ___________________________________________________________________
 NT0145  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 NT0145  DYNAMIC HT  -        2012.846 (meters)    6603.81  (feet)  COMP
 NT0145  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 NT0145
 NT0145  VERT ORDER  -  SECOND    CLASS 0
 NT0145
 NT0145.The horizontal coordinates were scaled from a topographic map and have
 NT0145.an estimated accuracy of +/- 6 seconds.
 NT0145
 NT0145.The orthometric height was determined by differential leveling
 NT0145.and adjusted by the National Geodetic Survey in June 1991..
 NT0145
 NT0145.The geoid height was determined by GEOID03.
 NT0145
 NT0145.The dynamic height is computed by dividing the NAVD 88
 NT0145.geopotential number by the normal gravity value computed on the
 NT0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0145.degrees latitude (g = 980.6199 gals.).
 NT0145
 NT0145.The modeled gravity was interpolated from observed gravity values.
 NT0145
 NT0145;                    North         East    Units  Estimated Accuracy
 NT0145;SPC WY W     -   336,000.      731,660.      MT  (+/- 180 meters Scaled)
 NT0145
 NT0145                          SUPERSEDED SURVEY CONTROL
 NT0145
 NT0145  NGVD 29 (??/??/92) 2013.037  (m)         6604.44   (f) ADJ UNCH    2 0
 NT0145
 NT0145.Superseded values are not recommended for survey control.
 NT0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0145.See file dsdata.txt to determine how the superseded data were derived.
 NT0145
 NT0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN068188(NAD 83)
 NT0145_MARKER: DD = SURVEY DISK
 NT0145_SETTING: 80 = SET IN A BOULDER
 NT0145_SP_SET: BOULDER
 NT0145_STAMPING: 6604 1916
 NT0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0145+STABILITY: SURFACE MOTION
 NT0145
 NT0145  HISTORY     - Date     Condition        Report By
 NT0145  HISTORY     - 1916     MONUMENTED       USGS
 NT0145  HISTORY     - 1946     GOOD             NGS
 NT0145
 NT0145                          STATION DESCRIPTION
 NT0145
 NT0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NT0145'IN SMOOT.
 NT0145'AT SMOOT, LINCOLN COUNTY, ON U.S. HIGHWAY 89, 800 FEET WEST OF THE
 NT0145'BRIDGE OVER COTTONWOOD CREEK, 780 FEET WEST OF THE CENTER LINE OF THE
 NT0145'HIGHWAY, 350 FEET NORTH OF THE FRONT ENTRANCE TO THE PUBLIC SCHOOL, 52
 NT0145'FEET WEST OF THE CENTER LINE OF A ROAD, IN LINE WITH A FENCE, AND IN
 NT0145'THE TOP OF A SMALL BOULDER.  A UNITED STATES GEOLOGICAL SURVEY
 NT0145'STANDARD DISK, STAMPED 6604 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1058 ***********************************************************************
 PY1058  DESIGNATION -  6619.26
 PY1058  PID         -  PY1058
 PY1058  STATE/COUNTY-  WY/PARK
 PY1058  USGS QUAD   -  OPAL CREEK (1989)
 PY1058
 PY1058                         *CURRENT SURVEY CONTROL
 PY1058  ___________________________________________________________________
 PY1058* NAD 83(1986)-  44 52 07.     (N)    110 10 13.     (W)     SCALED    
 PY1058* NAVD 88     -      2019.542  (meters)    6625.78   (feet)  ADJUSTED  
 PY1058  ___________________________________________________________________
 PY1058  GEOID HEIGHT-          -7.96  (meters)                     GEOID03
 PY1058  DYNAMIC HT  -        2018.438 (meters)    6622.16  (feet)  COMP
 PY1058  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 PY1058
 PY1058  VERT ORDER  -  FIRST     CLASS II
 PY1058
 PY1058.The horizontal coordinates were scaled from a topographic map and have
 PY1058.an estimated accuracy of +/- 6 seconds.
 PY1058
 PY1058.The orthometric height was determined by differential leveling
 PY1058.and adjusted by the National Geodetic Survey in June 1991..
 PY1058.WARNING-Repeat measurements at this control monument indicate possible
 PY1058.vertical movement.
 PY1058
 PY1058.The geoid height was determined by GEOID03.
 PY1058
 PY1058.The dynamic height is computed by dividing the NAVD 88
 PY1058.geopotential number by the normal gravity value computed on the
 PY1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1058.degrees latitude (g = 980.6199 gals.).
 PY1058
 PY1058.The modeled gravity was interpolated from observed gravity values.
 PY1058
 PY1058;                    North         East    Units  Estimated Accuracy
 PY1058;SPC WYWC     -   486,250.      487,770.      MT  (+/- 180 meters Scaled)
 PY1058
 PY1058                          SUPERSEDED SURVEY CONTROL
 PY1058
 PY1058  NGVD 29 (08/20/92) 2018.301  (m)         6621.71   (f) ADJUSTED    1 2
 PY1058
 PY1058.Superseded values are not recommended for survey control.
 PY1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1058.See file dsdata.txt to determine how the superseded data were derived.
 PY1058
 PY1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ655686(NAD 83)
 PY1058_MARKER: DB = BENCH MARK DISK
 PY1058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1058_SP_SET: HEADWALL
 PY1058_STAMPING: 6619.26 8 2
 PY1058_MARK LOGO: BPR   
 PY1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1058+STABILITY: SURFACE MOTION
 PY1058
 PY1058  HISTORY     - Date     Condition        Report By
 PY1058  HISTORY     - UNK      MONUMENTED       BPR
 PY1058  HISTORY     - 1987     GOOD             NGS
 PY1058
 PY1058                          STATION DESCRIPTION
 PY1058
 PY1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1058'23.7 KM (14.75 MI) SW FROM SILVER GATE.
 PY1058'23.7 KM (14.75 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1058'FROM THE PARK ENTRANCE IN SILVER GATE, OR 23.5 KM (14.60 MI) EASTERLY
 PY1058'ALONG ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM THE JUNCTION OF
 PY1058'CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN THE CENTER OF THE NORTH
 PY1058'HEADWALL OF A STONE CULVERT, AND 4.1 M (13.5 FT) NORTH OF THE
 PY1058'CENTERLINE OF THE HIGHWAY.
 PY1058'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0502 ***********************************************************************
 MO0502  DESIGNATION -  6624.37
 MO0502  PID         -  MO0502
 MO0502  STATE/COUNTY-  WY/LARAMIE
 MO0502  USGS QUAD   -  HORSE CREEK (1962)
 MO0502
 MO0502                         *CURRENT SURVEY CONTROL
 MO0502  ___________________________________________________________________
 MO0502* NAD 83(1986)-  41 27 02.     (N)    105 12 07.     (W)     SCALED    
 MO0502* NAVD 88     -      2020.171  (meters)    6627.84   (feet)  ADJUSTED  
 MO0502  ___________________________________________________________________
 MO0502  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 MO0502  DYNAMIC HT  -        2018.458 (meters)    6622.22  (feet)  COMP
 MO0502  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 MO0502
 MO0502  VERT ORDER  -  FIRST     CLASS II
 MO0502
 MO0502.The horizontal coordinates were scaled from a topographic map and have
 MO0502.an estimated accuracy of +/- 6 seconds.
 MO0502
 MO0502.The orthometric height was determined by differential leveling
 MO0502.and adjusted by the National Geodetic Survey in June 1991..
 MO0502
 MO0502.The geoid height was determined by GEOID03.
 MO0502
 MO0502.The dynamic height is computed by dividing the NAVD 88
 MO0502.geopotential number by the normal gravity value computed on the
 MO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0502.degrees latitude (g = 980.6199 gals.).
 MO0502
 MO0502.The modeled gravity was interpolated from observed gravity values.
 MO0502
 MO0502;                    North         East    Units  Estimated Accuracy
 MO0502;SPC WY E     -   105,560.      197,050.      MT  (+/- 180 meters Scaled)
 MO0502
 MO0502                          SUPERSEDED SURVEY CONTROL
 MO0502
 MO0502  NGVD 29 (??/??/92) 2019.137  (m)         6624.45   (f) ADJ UNCH    1 2
 MO0502
 MO0502.Superseded values are not recommended for survey control.
 MO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0502.See file dsdata.txt to determine how the superseded data were derived.
 MO0502
 MO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF831887(NAD 83)
 MO0502_MARKER: Z = SEE DESCRIPTION
 MO0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0502+STABILITY: SURFACE MOTION
 MO0502
 MO0502  HISTORY     - Date     Condition        Report By
 MO0502  HISTORY     - UNK      MONUMENTED       USGS
 MO0502  HISTORY     - 1954     GOOD             NGS
 MO0502
 MO0502                          STATION DESCRIPTION
 MO0502
 MO0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0502'2.6 MI NW FROM HORSE CREEK.
 MO0502'2.6 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0502'THE STATION AT HORSE CREEK, AT A PRIVATE ROAD CROSSING, 1 1/2 POLES
 MO0502'WEST OF MILEPOST 155, 51.6 FEET NORTH OF THE NORTH RAIL, 10
 MO0502'FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, .6 FEET SOUTH
 MO0502'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MO0502'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1049 ***********************************************************************
 PY1049  DESIGNATION -  6626.42
 PY1049  PID         -  PY1049
 PY1049  STATE/COUNTY-  WY/PARK
 PY1049  USGS QUAD   -  LAMAR CANYON (1986)
 PY1049
 PY1049                         *CURRENT SURVEY CONTROL
 PY1049  ___________________________________________________________________
 PY1049* NAD 83(1986)-  44 54 46.     (N)    110 15 38.     (W)     SCALED    
 PY1049* NAVD 88     -      2021.709  (meters)    6632.89   (feet)  ADJUSTED  
 PY1049  ___________________________________________________________________
 PY1049  GEOID HEIGHT-          -8.12  (meters)                     GEOID03
 PY1049  DYNAMIC HT  -        2020.626 (meters)    6629.34  (feet)  COMP
 PY1049  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 PY1049
 PY1049  VERT ORDER  -  FIRST     CLASS II
 PY1049
 PY1049.The horizontal coordinates were scaled from a topographic map and have
 PY1049.an estimated accuracy of +/- 6 seconds.
 PY1049
 PY1049.The orthometric height was determined by differential leveling
 PY1049.and adjusted by the National Geodetic Survey in June 1991..
 PY1049.WARNING-Repeat measurements at this control monument indicate possible
 PY1049.vertical movement.
 PY1049
 PY1049.The geoid height was determined by GEOID03.
 PY1049
 PY1049.The dynamic height is computed by dividing the NAVD 88
 PY1049.geopotential number by the normal gravity value computed on the
 PY1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1049.degrees latitude (g = 980.6199 gals.).
 PY1049
 PY1049.The modeled gravity was interpolated from observed gravity values.
 PY1049
 PY1049;                    North         East    Units  Estimated Accuracy
 PY1049;SPC WYWC     -   491,280.      480,720.      MT  (+/- 180 meters Scaled)
 PY1049
 PY1049                          SUPERSEDED SURVEY CONTROL
 PY1049
 PY1049  NGVD 29 (08/20/92) 2020.478  (m)         6628.85   (f) ADJUSTED    1 2
 PY1049
 PY1049.Superseded values are not recommended for survey control.
 PY1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1049.See file dsdata.txt to determine how the superseded data were derived.
 PY1049
 PY1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ583735(NAD 83)
 PY1049_MARKER: DB = BENCH MARK DISK
 PY1049_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1049_SP_SET: HEADWALL
 PY1049_STAMPING: 6626.42 8 2
 PY1049_MARK LOGO: BPR   
 PY1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1049+STABILITY: SURFACE MOTION
 PY1049
 PY1049  HISTORY     - Date     Condition        Report By
 PY1049  HISTORY     - UNK      MONUMENTED       BPR
 PY1049  HISTORY     - 1987     GOOD             NGS
 PY1049
 PY1049                          STATION DESCRIPTION
 PY1049
 PY1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1049'14.4 KM (8.95 MI) EAST FROM TOWER JUNCTION.
 PY1049'14.4 KM (8.95 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1049'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN THE
 PY1049'CENTER OF THE NORTH HEADWALL OF A STONE CULVERT, AND 4.9 M (16.1 FT)
 PY1049'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PY1049'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0530 ***********************************************************************
 MO0530  DESIGNATION -  6627.23
 MO0530  PID         -  MO0530
 MO0530  STATE/COUNTY-  WY/LARAMIE
 MO0530  USGS QUAD   -  SILVER CROWN (1978)
 MO0530
 MO0530                         *CURRENT SURVEY CONTROL
 MO0530  ___________________________________________________________________
 MO0530* NAD 83(1986)-  41 13 44.     (N)    105 04 52.     (W)     SCALED    
 MO0530* NAVD 88     -      2021.130  (meters)    6630.99   (feet)  ADJUSTED  
 MO0530  ___________________________________________________________________
 MO0530  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 MO0530  DYNAMIC HT  -        2019.307 (meters)    6625.01  (feet)  COMP
 MO0530  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 MO0530
 MO0530  VERT ORDER  -  FIRST     CLASS II
 MO0530
 MO0530.The horizontal coordinates were scaled from a topographic map and have
 MO0530.an estimated accuracy of +/- 6 seconds.
 MO0530
 MO0530.The orthometric height was determined by differential leveling
 MO0530.and adjusted by the National Geodetic Survey in June 1991..
 MO0530
 MO0530.The geoid height was determined by GEOID03.
 MO0530
 MO0530.The dynamic height is computed by dividing the NAVD 88
 MO0530.geopotential number by the normal gravity value computed on the
 MO0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0530.degrees latitude (g = 980.6199 gals.).
 MO0530
 MO0530.The modeled gravity was interpolated from observed gravity values.
 MO0530
 MO0530;                    North         East    Units  Estimated Accuracy
 MO0530;SPC WY E     -    80,940.      207,170.      MT  (+/- 180 meters Scaled)
 MO0530
 MO0530                          SUPERSEDED SURVEY CONTROL
 MO0530
 MO0530  NGVD 29 (??/??/92) 2020.030  (m)         6627.38   (f) ADJ UNCH    1 2
 MO0530
 MO0530.Superseded values are not recommended for survey control.
 MO0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0530.See file dsdata.txt to determine how the superseded data were derived.
 MO0530
 MO0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF932641(NAD 83)
 MO0530_MARKER: Q = CHISELED SQUARE
 MO0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0530+STABILITY: SURFACE MOTION
 MO0530
 MO0530  HISTORY     - Date     Condition        Report By
 MO0530  HISTORY     - UNK      MONUMENTED       USGS
 MO0530  HISTORY     - 1954     GOOD             NGS
 MO0530
 MO0530                          STATION DESCRIPTION
 MO0530
 MO0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0530'3.4 MI SE FROM FEDERAL.
 MO0530'3.45 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0530'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, 87 FEET EAST OF THE
 MO0530'EAST RAIL, 75 FEET NORTHEAST OF MILEPOST 136, 11 FEET WEST OF
 MO0530'A FENCE, 1 FOOT SOUTH OF A WITNESS POST, IN THE TOP OF A CONCRETE
 MO0530'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0246 ***********************************************************************
 PW0246  DESIGNATION -  6647.91
 PW0246  PID         -  PW0246
 PW0246  STATE/COUNTY-  WY/SHERIDAN
 PW0246  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0246
 PW0246                         *CURRENT SURVEY CONTROL
 PW0246  ___________________________________________________________________
 PW0246* NAD 83(1986)-  44 48 22.     (N)    107 19 41.     (W)     SCALED    
 PW0246* NAVD 88     -      2026.979  (meters)    6650.18   (feet)  ADJUSTED  
 PW0246  ___________________________________________________________________
 PW0246  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 PW0246  DYNAMIC HT  -        2026.099 (meters)    6647.29  (feet)  COMP
 PW0246  MODELED GRAV-     980,108.4   (mgal)                       NAVD 88
 PW0246
 PW0246  VERT ORDER  -  SECOND    CLASS 0
 PW0246
 PW0246.The horizontal coordinates were scaled from a topographic map and have
 PW0246.an estimated accuracy of +/- 6 seconds.
 PW0246
 PW0246.The orthometric height was determined by differential leveling
 PW0246.and adjusted by the National Geodetic Survey in June 1991..
 PW0246
 PW0246.The geoid height was determined by GEOID03.
 PW0246
 PW0246.The dynamic height is computed by dividing the NAVD 88
 PW0246.geopotential number by the normal gravity value computed on the
 PW0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0246.degrees latitude (g = 980.6199 gals.).
 PW0246
 PW0246.The modeled gravity was interpolated from observed gravity values.
 PW0246
 PW0246;                    North         East    Units  Estimated Accuracy
 PW0246;SPC WYEC     -   578,320.      400,420.      MT  (+/- 180 meters Scaled)
 PW0246
 PW0246                          SUPERSEDED SURVEY CONTROL
 PW0246
 PW0246  NGVD 29 (??/??/92) 2026.168  (m)         6647.52   (f) ADJ UNCH    2 0
 PW0246
 PW0246.Superseded values are not recommended for survey control.
 PW0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0246.See file dsdata.txt to determine how the superseded data were derived.
 PW0246
 PW0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK158640(NAD 83)
 PW0246_MARKER: DD = SURVEY DISK
 PW0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0246_SP_SET: CULVERT
 PW0246_STAMPING: 6647.91 59
 PW0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0246
 PW0246  HISTORY     - Date     Condition        Report By
 PW0246  HISTORY     - UNK      MONUMENTED       BPR
 PW0246  HISTORY     - 1966     GOOD             NGS
 PW0246
 PW0246                          STATION DESCRIPTION
 PW0246
 PW0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0246'10.85 MI SW FROM DAYTON.
 PW0246'10.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0246'DAYTON, 0.1 MILE WEST OF THE WEST END OF AN ASPHALT TURNOUT, IN THE
 PW0246'TOP AND 0.5 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE HEAD WALL
 PW0246'OF A 24-INCH PIPE CULVERT, 25 FEET NORTH OF THE CENTER LINE OF THE
 PW0246'HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1060 ***********************************************************************
 PY1060  DESIGNATION -  6652.02
 PY1060  PID         -  PY1060
 PY1060  STATE/COUNTY-  WY/PARK
 PY1060  USGS QUAD   -  MOUNT HORNADAY (1989)
 PY1060
 PY1060                         *CURRENT SURVEY CONTROL
 PY1060  ___________________________________________________________________
 PY1060* NAD 83(1986)-  44 52 43.     (N)    110 09 07.     (W)     SCALED    
 PY1060* NAVD 88     -      2029.517  (meters)    6658.51   (feet)  ADJUSTED  
 PY1060  ___________________________________________________________________
 PY1060  GEOID HEIGHT-          -7.90  (meters)                     GEOID03
 PY1060  DYNAMIC HT  -        2028.417 (meters)    6654.90  (feet)  COMP
 PY1060  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 PY1060
 PY1060  VERT ORDER  -  FIRST     CLASS II
 PY1060
 PY1060.The horizontal coordinates were scaled from a topographic map and have
 PY1060.an estimated accuracy of +/- 6 seconds.
 PY1060
 PY1060.The orthometric height was determined by differential leveling
 PY1060.and adjusted by the National Geodetic Survey in June 1991..
 PY1060.WARNING-Repeat measurements at this control monument indicate possible
 PY1060.vertical movement.
 PY1060
 PY1060.The geoid height was determined by GEOID03.
 PY1060
 PY1060.The dynamic height is computed by dividing the NAVD 88
 PY1060.geopotential number by the normal gravity value computed on the
 PY1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1060.degrees latitude (g = 980.6199 gals.).
 PY1060
 PY1060.The modeled gravity was interpolated from observed gravity values.
 PY1060
 PY1060;                    North         East    Units  Estimated Accuracy
 PY1060;SPC WYWC     -   487,330.      489,240.      MT  (+/- 180 meters Scaled)
 PY1060
 PY1060                          SUPERSEDED SURVEY CONTROL
 PY1060
 PY1060  NGVD 29 (08/20/92) 2028.285  (m)         6654.47   (f) ADJUSTED    1 2
 PY1060
 PY1060.Superseded values are not recommended for survey control.
 PY1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1060.See file dsdata.txt to determine how the superseded data were derived.
 PY1060
 PY1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ669698(NAD 83)
 PY1060_MARKER: DB = BENCH MARK DISK
 PY1060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1060_SP_SET: HEADWALL
 PY1060_STAMPING: 6652.02 8 1
 PY1060_MARK LOGO: BPR   
 PY1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1060+STABILITY: SURFACE MOTION
 PY1060
 PY1060  HISTORY     - Date     Condition        Report By
 PY1060  HISTORY     - UNK      MONUMENTED       BPR
 PY1060  HISTORY     - 1987     GOOD             NGS
 PY1060
 PY1060                          STATION DESCRIPTION
 PY1060
 PY1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1060'21.6 KM (13.40 MI) SW FROM SILVER GATE.
 PY1060'21.6 KM (13.40 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1060'FROM THE PARK ENTRANCE IN SILVER GATE, IN TOP OF AND 0.4 M (1.3 FT)
 PY1060'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A STONE
 PY1060'CULVERT, 66.1 M (216.9 FT) NORTH OF SODA BUTTE, AND 4.1 M (13.5 FT)
 PY1060'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY1060'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0049 ***********************************************************************
 NT0049  DESIGNATION -  6656
 NT0049  PID         -  NT0049
 NT0049  STATE/COUNTY-  WY/LINCOLN
 NT0049  USGS QUAD   -  SALT FLAT (1984)
 NT0049
 NT0049                         *CURRENT SURVEY CONTROL
 NT0049  ___________________________________________________________________
 NT0049* NAD 83(1986)-  42 28 16.     (N)    110 58 02.     (W)     SCALED    
 NT0049* NAVD 88     -      2030.079  (meters)    6660.35   (feet)  ADJUSTED  
 NT0049  ___________________________________________________________________
 NT0049  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 NT0049  DYNAMIC HT  -        2028.489 (meters)    6655.13  (feet)  COMP
 NT0049  MODELED GRAV-     979,765.7   (mgal)                       NAVD 88
 NT0049
 NT0049  VERT ORDER  -  SECOND    CLASS 0
 NT0049
 NT0049.The horizontal coordinates were scaled from a topographic map and have
 NT0049.an estimated accuracy of +/- 6 seconds.
 NT0049
 NT0049.The orthometric height was determined by differential leveling
 NT0049.and adjusted by the National Geodetic Survey in June 1991..
 NT0049
 NT0049.The geoid height was determined by GEOID03.
 NT0049
 NT0049.The dynamic height is computed by dividing the NAVD 88
 NT0049.geopotential number by the normal gravity value computed on the
 NT0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0049.degrees latitude (g = 980.6199 gals.).
 NT0049
 NT0049.The modeled gravity was interpolated from observed gravity values.
 NT0049
 NT0049;                    North         East    Units  Estimated Accuracy
 NT0049;SPC WY W     -   319,280.      727,320.      MT  (+/- 180 meters Scaled)
 NT0049
 NT0049                          SUPERSEDED SURVEY CONTROL
 NT0049
 NT0049  NGVD 29 (??/??/92) 2028.723  (m)         6655.90   (f) ADJ UNCH    2 0
 NT0049
 NT0049.Superseded values are not recommended for survey control.
 NT0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0049.See file dsdata.txt to determine how the superseded data were derived.
 NT0049
 NT0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN026020(NAD 83)
 NT0049_MARKER: P = PIPE CAP
 NT0049_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0049_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0049_STAMPING: 6656 461
 NT0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0049
 NT0049  HISTORY     - Date     Condition        Report By
 NT0049  HISTORY     - UNK      MONUMENTED       BPR
 NT0049  HISTORY     - 1934     GOOD             NGS
 NT0049  HISTORY     - 1967     GOOD             USGS
 NT0049
 NT0049                          STATION DESCRIPTION
 NT0049
 NT0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0049'14.7 MI S FROM SMOOT.
 NT0049'14.7 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0049'SMOOT, LINCOLN COUNTY, 90 FEET NORTHWEST OF REFERENCE MARK 460, 30
 NT0049'FEET WEST OF THE WEST END OF A 24-INCH CULVERT, AND 42 FEET WEST OF
 NT0049'THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC
 NT0049'ROADS STANDARD CAP, STAMPED 6656 461 AND FASTENED ON THE TOP OF AN
 NT0049'IRON PIPE.
 NT0049
 NT0049                          STATION RECOVERY (1967)
 NT0049
 NT0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0135 ***********************************************************************
 OW0135  DESIGNATION -  6662
 OW0135  PID         -  OW0135
 OW0135  STATE/COUNTY-  WY/FREMONT
 OW0135  USGS QUAD   -  TORREY LAKE (1991)
 OW0135
 OW0135                         *CURRENT SURVEY CONTROL
 OW0135  ___________________________________________________________________
 OW0135* NAD 83(1986)-  43 29 48.     (N)    109 31 54.     (W)     SCALED    
 OW0135* NAVD 88     -      2034.441  (meters)    6674.66   (feet)  ADJUSTED  
 OW0135  ___________________________________________________________________
 OW0135  GEOID HEIGHT-          -8.23  (meters)                     GEOID03
 OW0135  DYNAMIC HT  -        2033.062 (meters)    6670.14  (feet)  COMP
 OW0135  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 OW0135
 OW0135  VERT ORDER  -  SECOND    CLASS 0
 OW0135
 OW0135.The horizontal coordinates were scaled from a topographic map and have
 OW0135.an estimated accuracy of +/- 6 seconds.
 OW0135
 OW0135.The orthometric height was determined by differential leveling
 OW0135.and adjusted by the National Geodetic Survey in June 1991..
 OW0135
 OW0135.The geoid height was determined by GEOID03.
 OW0135
 OW0135.The dynamic height is computed by dividing the NAVD 88
 OW0135.geopotential number by the normal gravity value computed on the
 OW0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0135.degrees latitude (g = 980.6199 gals.).
 OW0135
 OW0135.The modeled gravity was interpolated from observed gravity values.
 OW0135
 OW0135;                    North         East    Units  Estimated Accuracy
 OW0135;SPC WYWC     -   333,130.      536,780.      MT  (+/- 180 meters Scaled)
 OW0135
 OW0135                          SUPERSEDED SURVEY CONTROL
 OW0135
 OW0135  NGVD 29 (??/??/92) 2033.276  (m)         6670.84   (f) ADJ UNCH    2 0
 OW0135
 OW0135.Superseded values are not recommended for survey control.
 OW0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0135.See file dsdata.txt to determine how the superseded data were derived.
 OW0135
 OW0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP187170(NAD 83)
 OW0135_MARKER: DD = SURVEY DISK
 OW0135_SETTING: 66 = SET IN ROCK OUTCROP
 OW0135_SP_SET: ROCK OUTCROP
 OW0135_STAMPING: 6662 RED LODGE
 OW0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0135+STABILITY: POSITION/ELEVATION WELL
 OW0135
 OW0135  HISTORY     - Date     Condition        Report By
 OW0135  HISTORY     - UNK      MONUMENTED       USGS
 OW0135  HISTORY     - 1934     GOOD             NGS
 OW0135
 OW0135                          STATION DESCRIPTION
 OW0135
 OW0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OW0135'6.7 MI E FROM DUBOIS.
 OW0135'6.7 MILES EAST ALONG U.S. HIGHWAY 287 FROM WELTY STORE AT DUBOIS,
 OW0135'FREMONT COUNTY, 1.1 MILES EAST OF UPPER CIRCLE RANCH, 20.4 FEET NORTH
 OW0135'OF POLE 2334, 15.5 FEET SOUTH OF HIGHWAY, 30.0 FEET NORTH OF SOUTH
 OW0135'FENCE LINE, IN THE TOP OF A LARGE GRANITE ROCK AND ABOUT 2.4 FEET
 OW0135'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 6662 RED LODGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0500 ***********************************************************************
 MO0500  DESIGNATION -  6668.88
 MO0500  PID         -  MO0500
 MO0500  STATE/COUNTY-  WY/LARAMIE
 MO0500  USGS QUAD   -  HORSE CREEK (1962)
 MO0500
 MO0500                         *CURRENT SURVEY CONTROL
 MO0500  ___________________________________________________________________
 MO0500* NAD 83(1986)-  41 27 48.     (N)    105 12 11.     (W)     SCALED    
 MO0500* NAVD 88     -      2033.736  (meters)    6672.35   (feet)  ADJUSTED  
 MO0500  ___________________________________________________________________
 MO0500  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 MO0500  DYNAMIC HT  -        2032.016 (meters)    6666.71  (feet)  COMP
 MO0500  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 MO0500
 MO0500  VERT ORDER  -  FIRST     CLASS II
 MO0500
 MO0500.The horizontal coordinates were scaled from a topographic map and have
 MO0500.an estimated accuracy of +/- 6 seconds.
 MO0500
 MO0500.The orthometric height was determined by differential leveling
 MO0500.and adjusted by the National Geodetic Survey in June 1991..
 MO0500
 MO0500.The geoid height was determined by GEOID03.
 MO0500
 MO0500.The dynamic height is computed by dividing the NAVD 88
 MO0500.geopotential number by the normal gravity value computed on the
 MO0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0500.degrees latitude (g = 980.6199 gals.).
 MO0500
 MO0500.The modeled gravity was interpolated from observed gravity values.
 MO0500
 MO0500;                    North         East    Units  Estimated Accuracy
 MO0500;SPC WY E     -   106,980.      196,960.      MT  (+/- 180 meters Scaled)
 MO0500
 MO0500                          SUPERSEDED SURVEY CONTROL
 MO0500
 MO0500  NGVD 29 (??/??/92) 2032.706  (m)         6668.97   (f) ADJ UNCH    1 2
 MO0500
 MO0500.Superseded values are not recommended for survey control.
 MO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0500.See file dsdata.txt to determine how the superseded data were derived.
 MO0500
 MO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF830902(NAD 83)
 MO0500_MARKER: Z = SEE DESCRIPTION
 MO0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0500+STABILITY: SURFACE MOTION
 MO0500
 MO0500  HISTORY     - Date     Condition        Report By
 MO0500  HISTORY     - UNK      MONUMENTED       USGS
 MO0500  HISTORY     - 1954     GOOD             NGS
 MO0500
 MO0500                          STATION DESCRIPTION
 MO0500
 MO0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0500'3.6 MI NW FROM HORSE CREEK.
 MO0500'3.6 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0500'FROM THE STATION AT HORSE CREEK, AT TRESTLE 155.99, AT MILEPOST
 MO0500'156, 53.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 42 FEET
 MO0500'SOUTHWEST OF A FENCE, 3.5 FEET SOUTH OF A TELEPHONE POLE, SET
 MO0500'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MO0500'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1062 ***********************************************************************
 PY1062  DESIGNATION -  6684.92
 PY1062  PID         -  PY1062
 PY1062  STATE/COUNTY-  WY/PARK
 PY1062  USGS QUAD   -  MOUNT HORNADAY (1989)
 PY1062
 PY1062                         *CURRENT SURVEY CONTROL
 PY1062  ___________________________________________________________________
 PY1062* NAD 83(1986)-  44 53 20.     (N)    110 08 27.     (W)     SCALED    
 PY1062* NAVD 88     -      2039.572  (meters)    6691.50   (feet)  ADJUSTED  
 PY1062  ___________________________________________________________________
 PY1062  GEOID HEIGHT-          -7.85  (meters)                     GEOID03
 PY1062  DYNAMIC HT  -        2038.437 (meters)    6687.77  (feet)  COMP
 PY1062  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 PY1062
 PY1062  VERT ORDER  -  FIRST     CLASS II
 PY1062
 PY1062.The horizontal coordinates were scaled from a topographic map and have
 PY1062.an estimated accuracy of +/- 6 seconds.
 PY1062
 PY1062.The orthometric height was determined by differential leveling
 PY1062.and adjusted by the National Geodetic Survey in June 1991..
 PY1062
 PY1062.The geoid height was determined by GEOID03.
 PY1062
 PY1062.The dynamic height is computed by dividing the NAVD 88
 PY1062.geopotential number by the normal gravity value computed on the
 PY1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1062.degrees latitude (g = 980.6199 gals.).
 PY1062
 PY1062.The modeled gravity was interpolated from observed gravity values.
 PY1062
 PY1062;                    North         East    Units  Estimated Accuracy
 PY1062;SPC WYWC     -   488,460.      490,130.      MT  (+/- 180 meters Scaled)
 PY1062
 PY1062                          SUPERSEDED SURVEY CONTROL
 PY1062
 PY1062  NGVD 29 (08/20/92) 2038.308  (m)         6687.35   (f) ADJUSTED    1 2
 PY1062
 PY1062.Superseded values are not recommended for survey control.
 PY1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1062.See file dsdata.txt to determine how the superseded data were derived.
 PY1062
 PY1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ678709(NAD 83)
 PY1062_MARKER: DB = BENCH MARK DISK
 PY1062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1062_SP_SET: HEADWALL
 PY1062_STAMPING: 6684.92 8 1
 PY1062_MARK LOGO: BPR   
 PY1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1062+STABILITY: SURFACE MOTION
 PY1062
 PY1062  HISTORY     - Date     Condition        Report By
 PY1062  HISTORY     - UNK      MONUMENTED       BPR
 PY1062  HISTORY     - 1987     GOOD             NGS
 PY1062
 PY1062                          STATION DESCRIPTION
 PY1062
 PY1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1062'20.1 KM (12.50 MI) SW FROM SILVER GATE.
 PY1062'20.1 KM (12.50 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1062'FROM THE PARK ENTRANCE IN SILVER GATE, IN THE CENTER OF THE NORTHWEST
 PY1062'HEADWALL OF A STONE CULVERT, AND 5.2 M (17.1 FT) NORTHWEST OF THE
 PY1062'ENTER OF THE HIGHWAY.
 PY1062'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0519 ***********************************************************************
 MO0519  DESIGNATION -  6718.11
 MO0519  PID         -  MO0519
 MO0519  STATE/COUNTY-  WY/LARAMIE
 MO0519  USGS QUAD   -  FEDERAL (1978)
 MO0519
 MO0519                         *CURRENT SURVEY CONTROL
 MO0519  ___________________________________________________________________
 MO0519* NAD 83(1986)-  41 18 47.     (N)    105 07 06.     (W)     SCALED    
 MO0519* NAVD 88     -      2048.799  (meters)    6721.77   (feet)  ADJUSTED  
 MO0519  ___________________________________________________________________
 MO0519  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MO0519  DYNAMIC HT  -        2046.999 (meters)    6715.86  (feet)  COMP
 MO0519  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 MO0519
 MO0519  VERT ORDER  -  FIRST     CLASS II
 MO0519
 MO0519.The horizontal coordinates were scaled from a topographic map and have
 MO0519.an estimated accuracy of +/- 6 seconds.
 MO0519
 MO0519.The orthometric height was determined by differential leveling
 MO0519.and adjusted by the National Geodetic Survey in June 1991..
 MO0519
 MO0519.The geoid height was determined by GEOID03.
 MO0519
 MO0519.The dynamic height is computed by dividing the NAVD 88
 MO0519.geopotential number by the normal gravity value computed on the
 MO0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0519.degrees latitude (g = 980.6199 gals.).
 MO0519
 MO0519.The modeled gravity was interpolated from observed gravity values.
 MO0519
 MO0519;                    North         East    Units  Estimated Accuracy
 MO0519;SPC WY E     -    90,290.      204,050.      MT  (+/- 180 meters Scaled)
 MO0519
 MO0519                          SUPERSEDED SURVEY CONTROL
 MO0519
 MO0519  NGVD 29 (??/??/92) 2047.734  (m)         6718.27   (f) ADJ UNCH    1 2
 MO0519
 MO0519.Superseded values are not recommended for survey control.
 MO0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0519.See file dsdata.txt to determine how the superseded data were derived.
 MO0519
 MO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF900735(NAD 83)
 MO0519_MARKER: Z = SEE DESCRIPTION
 MO0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0519+STABILITY: SURFACE MOTION
 MO0519
 MO0519  HISTORY     - Date     Condition        Report By
 MO0519  HISTORY     - UNK      MONUMENTED       USGS
 MO0519  HISTORY     - 1954     GOOD             NGS
 MO0519
 MO0519                          STATION DESCRIPTION
 MO0519
 MO0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0519'3.5 MI N FROM FEDERAL.
 MO0519'3.5 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0519'THE SECTION FOREMANS HOUSE AT FEDERAL, 4 POLES NORTHWEST OF
 MO0519'TRESTLE 142.55, 34.5 FEET NORTH OF THE NORTH RAIL, 63 FEET SOUTH
 MO0519'OF A FENCE, IN LINE WITH A ROW OF TELEPHONE POLES, 4 FEET WEST
 MO0519'OF A TELEPHONE POLE, 0.25 MILE SOUTHEAST OF MILEPOST 143, SET IN
 MO0519'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MO0519'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1063 ***********************************************************************
 PY1063  DESIGNATION -  6738.91
 PY1063  PID         -  PY1063
 PY1063  STATE/COUNTY-  WY/PARK
 PY1063  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1063
 PY1063                         *CURRENT SURVEY CONTROL
 PY1063  ___________________________________________________________________
 PY1063* NAD 83(1986)-  44 53 52.     (N)    110 07 23.     (W)     SCALED    
 PY1063* NAVD 88     -      2056.007  (meters)    6745.42   (feet)  ADJUSTED  
 PY1063  ___________________________________________________________________
 PY1063  GEOID HEIGHT-          -7.79  (meters)                     GEOID03
 PY1063  DYNAMIC HT  -        2054.889 (meters)    6741.75  (feet)  COMP
 PY1063  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 PY1063
 PY1063  VERT ORDER  -  FIRST     CLASS II
 PY1063
 PY1063.The horizontal coordinates were scaled from a topographic map and have
 PY1063.an estimated accuracy of +/- 6 seconds.
 PY1063
 PY1063.The orthometric height was determined by differential leveling
 PY1063.and adjusted by the National Geodetic Survey in June 1991..
 PY1063
 PY1063.The geoid height was determined by GEOID03.
 PY1063
 PY1063.The dynamic height is computed by dividing the NAVD 88
 PY1063.geopotential number by the normal gravity value computed on the
 PY1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1063.degrees latitude (g = 980.6199 gals.).
 PY1063
 PY1063.The modeled gravity was interpolated from observed gravity values.
 PY1063
 PY1063;                    North         East    Units  Estimated Accuracy
 PY1063;SPC WYWC     -   489,420.      491,550.      MT  (+/- 180 meters Scaled)
 PY1063
 PY1063                          SUPERSEDED SURVEY CONTROL
 PY1063
 PY1063  NGVD 29 (08/20/92) 2054.771  (m)         6741.36   (f) ADJUSTED    1 2
 PY1063
 PY1063.Superseded values are not recommended for survey control.
 PY1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1063.See file dsdata.txt to determine how the superseded data were derived.
 PY1063
 PY1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ692719(NAD 83)
 PY1063_MARKER: DB = BENCH MARK DISK
 PY1063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1063_SP_SET: HEADWALL
 PY1063_STAMPING: 6738.91 8 1
 PY1063_MARK LOGO: BPR   
 PY1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1063+STABILITY: SURFACE MOTION
 PY1063
 PY1063  HISTORY     - Date     Condition        Report By
 PY1063  HISTORY     - UNK      MONUMENTED       BPR
 PY1063  HISTORY     - 1987     GOOD             NGS
 PY1063
 PY1063                          STATION DESCRIPTION
 PY1063
 PY1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1063'18.5 KM (11.50 MI) SW FROM SILVER GATE.
 PY1063'18.5 KM (11.50 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1063'FROM THE PARK ENTRANCE IN SILVER GATE, IN THE CENTER OF THE NORTHWEST
 PY1063'HEADWALL OF A STONE CULVERT, AND 5.1 M (16.7 FT) NORTHWEST OF THE
 PY1063'CENTERLINE OF THE HIGHWAY.
 PY1063'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0131 ***********************************************************************
 MQ0131  DESIGNATION -  6743.93 CAA
 MQ0131  PID         -  MQ0131
 MQ0131  STATE/COUNTY-  WY/SWEETWATER
 MQ0131  USGS QUAD   -  BAXTER (1978)
 MQ0131
 MQ0131                         *CURRENT SURVEY CONTROL
 MQ0131  ___________________________________________________________________
 MQ0131* NAD 83(1986)-  41 35 59.     (N)    109 03 50.     (W)     SCALED    
 MQ0131* NAVD 88     -      2056.126  (meters)    6745.81   (feet)  ADJUSTED  
 MQ0131  ___________________________________________________________________
 MQ0131  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MQ0131  DYNAMIC HT  -        2054.393 (meters)    6740.12  (feet)  COMP
 MQ0131  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 MQ0131
 MQ0131  VERT ORDER  -  FIRST     CLASS II
 MQ0131
 MQ0131.This mark is at Rock Springs-Sweetwater Co Airport (RKS)
 MQ0131
 MQ0131.The horizontal coordinates were scaled from a topographic map and have
 MQ0131.an estimated accuracy of +/- 6 seconds.
 MQ0131
 MQ0131.The orthometric height was determined by differential leveling
 MQ0131.and adjusted by the National Geodetic Survey in June 1991..
 MQ0131
 MQ0131.The geoid height was determined by GEOID03.
 MQ0131
 MQ0131.The dynamic height is computed by dividing the NAVD 88
 MQ0131.geopotential number by the normal gravity value computed on the
 MQ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0131.degrees latitude (g = 980.6199 gals.).
 MQ0131
 MQ0131.The modeled gravity was interpolated from observed gravity values.
 MQ0131
 MQ0131;                    North         East    Units  Estimated Accuracy
 MQ0131;SPC WYWC     -   122,170.      573,830.      MT  (+/- 180 meters Scaled)
 MQ0131
 MQ0131                          SUPERSEDED SURVEY CONTROL
 MQ0131
 MQ0131  NGVD 29 (??/??/92) 2054.846  (m)         6741.61   (f) ADJ UNCH    1 2
 MQ0131
 MQ0131.Superseded values are not recommended for survey control.
 MQ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0131.See file dsdata.txt to determine how the superseded data were derived.
 MQ0131
 MQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM613071(NAD 83)
 MQ0131_MARKER: X = CHISELED CROSS
 MQ0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0131_SP_SET: PLATFORM
 MQ0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0131
 MQ0131  HISTORY     - Date     Condition        Report By
 MQ0131  HISTORY     - UNK      MONUMENTED       CAB
 MQ0131  HISTORY     - 1956     GOOD             NGS
 MQ0131  HISTORY     - 1981     GOOD             USGS
 MQ0131
 MQ0131                          STATION DESCRIPTION
 MQ0131
 MQ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0131'9.1 MI E FROM ROCK SPRINGS.
 MQ0131'5.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0131'ROCK SPRINGS, THENCE 4.1 MILES EAST ALONG AN OILED ROAD, AT THE ROCK
 MQ0131'SPRINGS AIRPORT, 18.7 FEET SOUTHEAST OF THE CENTER OF THE SOUTH
 MQ0131'ENTRANCE TO THE C.A.A. OFFICE, 4.7 FEET SOUTHWEST OF THE SOUTHWEST
 MQ0131'CORNER OF THE OFFICE, 12.7 FEET WEST OF A RAIL FENCE, 62 FEET EAST OF
 MQ0131'THE CENTER LINE OF AN OILED ROAD, IN THE TOP OF THE SOUTHWEST CORNER
 MQ0131'OF THE CONCRETE PLATFORM IN FRONT OF THE OFFICE, IN SECTION 30,
 MQ0131'TOWNSHIP 19 NORTH, RANGE 103 WEST.
 MQ0131
 MQ0131                          STATION RECOVERY (1981)
 MQ0131
 MQ0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MQ0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0152 ***********************************************************************
 MR0152  DESIGNATION -  6751
 MR0152  PID         -  MR0152
 MR0152  STATE/COUNTY-  WY/UINTA
 MR0152  USGS QUAD   -  EVANSTON (1978)
 MR0152
 MR0152                         *CURRENT SURVEY CONTROL
 MR0152  ___________________________________________________________________
 MR0152* NAD 83(1986)-  41 16 00.     (N)    110 57 54.     (W)     SCALED    
 MR0152* NAVD 88     -      2059.161  (meters)    6755.76   (feet)  ADJUSTED  
 MR0152  ___________________________________________________________________
 MR0152  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 MR0152  DYNAMIC HT  -        2057.254 (meters)    6749.51  (feet)  COMP
 MR0152  MODELED GRAV-     979,624.4   (mgal)                       NAVD 88
 MR0152
 MR0152  VERT ORDER  -  FIRST     CLASS II
 MR0152
 MR0152.The horizontal coordinates were scaled from a topographic map and have
 MR0152.an estimated accuracy of +/- 6 seconds.
 MR0152
 MR0152.The orthometric height was determined by differential leveling
 MR0152.and adjusted by the National Geodetic Survey in June 1991..
 MR0152
 MR0152.The geoid height was determined by GEOID03.
 MR0152
 MR0152.The dynamic height is computed by dividing the NAVD 88
 MR0152.geopotential number by the normal gravity value computed on the
 MR0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0152.degrees latitude (g = 980.6199 gals.).
 MR0152
 MR0152.The modeled gravity was interpolated from observed gravity values.
 MR0152
 MR0152;                    North         East    Units  Estimated Accuracy
 MR0152;SPC WY W     -   185,510.      726,130.      MT  (+/- 180 meters Scaled)
 MR0152
 MR0152                          SUPERSEDED SURVEY CONTROL
 MR0152
 MR0152  NGVD 29 (??/??/92) 2057.749  (m)         6751.13   (f) ADJ UNCH    1 2
 MR0152
 MR0152.Superseded values are not recommended for survey control.
 MR0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0152.See file dsdata.txt to determine how the superseded data were derived.
 MR0152
 MR0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL029683(NAD 83)
 MR0152_MARKER: P = PIPE CAP
 MR0152_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0152_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0152
 MR0152  HISTORY     - Date     Condition        Report By
 MR0152  HISTORY     - UNK      MONUMENTED       USGS
 MR0152  HISTORY     - 1958     GOOD             NGS
 MR0152  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0152
 MR0152                          STATION DESCRIPTION
 MR0152
 MR0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0152'0.15 MI SE FROM EVANSTON.
 MR0152'ABOUT 0.1 MILE SOUTH ALONG 10TH STREET FROM THE UNION PACIFIC RAILROAD
 MR0152'STATION AT EVANSTON, THENCE ABOUT 0.05 MILE EAST ALONG MAIN STREET, AT
 MR0152'THE COUNTY COURTHOUSE, 67 FEET NORTH OF THE NORTH CORNER OF THE
 MR0152'COURTHOUSE, 37 1/2 FEET WEST OF A WAR MONUMENT, 37 FEET NORTH OF A
 MR0152'FLAG POLE, 8 1/2 FEET SOUTHEAST OF THE CONCRETE WALL AROUND THE
 MR0152'COURTHOUSE LAWN, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE FLUSH WITH
 MR0152'THE GROUND.
 MR0152
 MR0152                          STATION RECOVERY (1983)
 MR0152
 MR0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0152'NOTE=THERE HAS BEEN EXTENSIVE CONSTRUCTION AT THE COURTHOUSE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0040 ***********************************************************************
 MP0040  DESIGNATION -  6759
 MP0040  PID         -  MP0040
 MP0040  STATE/COUNTY-  WY/CARBON
 MP0040  USGS QUAD   -  MEDICINE BOW (1971)
 MP0040
 MP0040                         *CURRENT SURVEY CONTROL
 MP0040  ___________________________________________________________________
 MP0040* NAD 83(1986)-  41 55 56.     (N)    106 10 33.     (W)     SCALED    
 MP0040* NAVD 88     -      2061.236  (meters)    6762.57   (feet)  ADJUSTED  
 MP0040  ___________________________________________________________________
 MP0040  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 MP0040  DYNAMIC HT  -        2059.529 (meters)    6756.97  (feet)  COMP
 MP0040  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 MP0040
 MP0040  VERT ORDER  -  SECOND    CLASS 0
 MP0040
 MP0040.The horizontal coordinates were scaled from a topographic map and have
 MP0040.an estimated accuracy of +/- 6 seconds.
 MP0040
 MP0040.The orthometric height was determined by differential leveling
 MP0040.and adjusted by the National Geodetic Survey in June 1991..
 MP0040
 MP0040.The geoid height was determined by GEOID03.
 MP0040
 MP0040.The dynamic height is computed by dividing the NAVD 88
 MP0040.geopotential number by the normal gravity value computed on the
 MP0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0040.degrees latitude (g = 980.6199 gals.).
 MP0040
 MP0040.The modeled gravity was interpolated from observed gravity values.
 MP0040
 MP0040;                    North         East    Units  Estimated Accuracy
 MP0040;SPC WYEC     -   259,700.      496,000.      MT  (+/- 180 meters Scaled)
 MP0040
 MP0040                          SUPERSEDED SURVEY CONTROL
 MP0040
 MP0040  NGVD 29 (??/??/92) 2060.13   (m)         6758.9    (f) COMPUTED    2 0
 MP0040
 MP0040.Superseded values are not recommended for survey control.
 MP0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0040.See file dsdata.txt to determine how the superseded data were derived.
 MP0040
 MP0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG025429(NAD 83)
 MP0040_MARKER: DD = SURVEY DISK
 MP0040_SETTING: 66 = SET IN ROCK OUTCROP
 MP0040_SP_SET: ROCK OUTCROP
 MP0040_STAMPING: 6759
 MP0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0040+STABILITY: POSITION/ELEVATION WELL
 MP0040
 MP0040  HISTORY     - Date     Condition        Report By
 MP0040  HISTORY     - UNK      MONUMENTED       USGS
 MP0040  HISTORY     - 1959     GOOD             NGS
 MP0040
 MP0040                          STATION DESCRIPTION
 MP0040
 MP0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MP0040'3.4 MI N FROM MEDICINE BOW.
 MP0040'ABOUT 0.2 MILE MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 MP0040'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 3.2 MILES NORTH ALONG A
 MP0040'PAVED ROAD, 332 FEET EAST OF THE CENTER LINE OF THE ROAD, IN SECTION
 MP0040'28, R 78 W, T 23 N, IN THE TOP OF A ROCK OUTCROP, 318 FEET EAST OF THE
 MP0040'EAST END OF A CATTLE GUARD, 60 FEET NORTHEAST OF THE CENTER LINE OF AN
 MP0040'ABANDONED ROAD, 51 FEET NORTH OF A FENCE, AND ABOUT LEVEL WITH THE
 MP0040'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0522 ***********************************************************************
 MO0522  DESIGNATION -  6763.24
 MO0522  PID         -  MO0522
 MO0522  STATE/COUNTY-  WY/LARAMIE
 MO0522  USGS QUAD   -  FEDERAL (1978)
 MO0522
 MO0522                         *CURRENT SURVEY CONTROL
 MO0522  ___________________________________________________________________
 MO0522* NAD 83(1986)-  41 17 15.     (N)    105 06 52.     (W)     SCALED    
 MO0522* NAVD 88     -      2062.167  (meters)    6765.63   (feet)  ADJUSTED  
 MO0522  ___________________________________________________________________
 MO0522  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MO0522  DYNAMIC HT  -        2060.345 (meters)    6759.65  (feet)  COMP
 MO0522  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 MO0522
 MO0522  VERT ORDER  -  FIRST     CLASS II
 MO0522
 MO0522.The horizontal coordinates were scaled from a topographic map and have
 MO0522.an estimated accuracy of +/- 6 seconds.
 MO0522
 MO0522.The orthometric height was determined by differential leveling
 MO0522.and adjusted by the National Geodetic Survey in June 1991..
 MO0522
 MO0522.The geoid height was determined by GEOID03.
 MO0522
 MO0522.The dynamic height is computed by dividing the NAVD 88
 MO0522.geopotential number by the normal gravity value computed on the
 MO0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0522.degrees latitude (g = 980.6199 gals.).
 MO0522
 MO0522.The modeled gravity was interpolated from observed gravity values.
 MO0522
 MO0522;                    North         East    Units  Estimated Accuracy
 MO0522;SPC WY E     -    87,450.      204,370.      MT  (+/- 180 meters Scaled)
 MO0522
 MO0522                          SUPERSEDED SURVEY CONTROL
 MO0522
 MO0522  NGVD 29 (??/??/92) 2061.097  (m)         6762.12   (f) ADJ UNCH    1 2
 MO0522
 MO0522.Superseded values are not recommended for survey control.
 MO0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0522.See file dsdata.txt to determine how the superseded data were derived.
 MO0522
 MO0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF904706(NAD 83)
 MO0522_MARKER: Z = SEE DESCRIPTION
 MO0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0522+STABILITY: SURFACE MOTION
 MO0522
 MO0522  HISTORY     - Date     Condition        Report By
 MO0522  HISTORY     - UNK      MONUMENTED       USGS
 MO0522  HISTORY     - 1954     GOOD             NGS
 MO0522
 MO0522                          STATION DESCRIPTION
 MO0522
 MO0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0522'1.4 MI N FROM FEDERAL.
 MO0522'1.4 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 MO0522'SECTION FOREMANS HOUSE AT FEDERAL, AT AN OILED ROAD CROSSING, 108
 MO0522'FEET SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD, 78 FEET
 MO0522'EAST OF THE EAST RAIL, 11.3 FEET SOUTH OF A FENCE, 9 FEET SOUTHWEST
 MO0522'OF A TELEPHONE POLE, 169 FEET NORTH OF BENCH MARK S 108, SET IN
 MO0522'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MO0522'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0151 ***********************************************************************
 MR0151  DESIGNATION -  6770
 MR0151  PID         -  MR0151
 MR0151  STATE/COUNTY-  WY/UINTA
 MR0151  USGS QUAD   -  EVANSTON (1978)
 MR0151
 MR0151                         *CURRENT SURVEY CONTROL
 MR0151  ___________________________________________________________________
 MR0151* NAD 83(1986)-  41 16 09.     (N)    110 57 55.     (W)     SCALED    
 MR0151* NAVD 88     -      2057.368  (meters)    6749.88   (feet)  POSTED    
 MR0151  ___________________________________________________________________
 MR0151  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 MR0151  DYNAMIC HT  -        2055.460 (meters)    6743.62  (feet)  COMP
 MR0151  MODELED GRAV-     979,624.7   (mgal)                       NAVD 88
 MR0151
 MR0151  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MR0151
 MR0151.The horizontal coordinates were scaled from a topographic map and have
 MR0151.an estimated accuracy of +/- 6 seconds.
 MR0151
 MR0151.The orthometric height was determined by differential leveling
 MR0151.and adjusted by the National Geodetic Survey in 1992..
 MR0151.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MR0151.rate of 0.0 thru 1.0 mm/km.
 MR0151
 MR0151.The geoid height was determined by GEOID03.
 MR0151
 MR0151.The dynamic height is computed by dividing the NAVD 88
 MR0151.geopotential number by the normal gravity value computed on the
 MR0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0151.degrees latitude (g = 980.6199 gals.).
 MR0151
 MR0151.The modeled gravity was interpolated from observed gravity values.
 MR0151
 MR0151;                    North         East    Units  Estimated Accuracy
 MR0151;SPC WY W     -   185,790.      726,100.      MT  (+/- 180 meters Scaled)
 MR0151
 MR0151                          SUPERSEDED SURVEY CONTROL
 MR0151
 MR0151.No superseded survey control is available for this station.
 MR0151
 MR0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL029686(NAD 83)
 MR0151_MARKER: P = PIPE CAP
 MR0151_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0151_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0151
 MR0151  HISTORY     - Date     Condition        Report By
 MR0151  HISTORY     - UNK      MONUMENTED       USGS
 MR0151  HISTORY     - 1958     MARK NOT FOUND   NGS
 MR0151
 MR0151                          STATION DESCRIPTION
 MR0151
 MR0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0151'IN EVANSTON.
 MR0151'AT EVANSTON, UINTA COUNTY, ON THE UNION PACIFIC RAILROAD, AT THE
 MR0151'PACIFIC HOTEL, IN THE CORNER OF THE FRONT YARD, WEST OF THE SIDEWALK,
 MR0151'AND 19 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK.  A UNITED
 MR0151'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6770 AND RIVETED ON THE
 MR0151'TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0180 ***********************************************************************
 OX0180  DESIGNATION -  6777.00
 OX0180  PID         -  OX0180
 OX0180  STATE/COUNTY-  WY/TETON
 OX0180  USGS QUAD   -  MORAN (1996)
 OX0180
 OX0180                         *CURRENT SURVEY CONTROL
 OX0180  ___________________________________________________________________
 OX0180* NAD 83(1986)-  43 51 26.     (N)    110 35 24.     (W)     SCALED    
 OX0180* NAVD 88     -      2067.544  (meters)    6783.27   (feet)  ADJUSTED  
 OX0180  ___________________________________________________________________
 OX0180  GEOID HEIGHT-          -8.96  (meters)                     GEOID03
 OX0180  DYNAMIC HT  -        2066.157 (meters)    6778.72  (feet)  COMP
 OX0180  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 OX0180
 OX0180  VERT ORDER  -  SECOND    CLASS 0
 OX0180
 OX0180.The horizontal coordinates were scaled from a topographic map and have
 OX0180.an estimated accuracy of +/- 6 seconds.
 OX0180
 OX0180.The orthometric height was determined by differential leveling
 OX0180.and adjusted by the National Geodetic Survey in June 1991..
 OX0180
 OX0180.The geoid height was determined by GEOID03.
 OX0180
 OX0180.The dynamic height is computed by dividing the NAVD 88
 OX0180.geopotential number by the normal gravity value computed on the
 OX0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0180.degrees latitude (g = 980.6199 gals.).
 OX0180
 OX0180.The modeled gravity was interpolated from observed gravity values.
 OX0180
 OX0180;                    North         East    Units  Estimated Accuracy
 OX0180;SPC WY W     -   473,010.      759,270.      MT  (+/- 180 meters Scaled)
 OX0180
 OX0180                          SUPERSEDED SURVEY CONTROL
 OX0180
 OX0180  NGVD 29 (??/??/92) 2066.230  (m)         6778.96   (f) ADJ UNCH    2 0
 OX0180
 OX0180.Superseded values are not recommended for survey control.
 OX0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0180.See file dsdata.txt to determine how the superseded data were derived.
 OX0180
 OX0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP329560(NAD 83)
 OX0180_MARKER: DD = SURVEY DISK
 OX0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0180_SP_SET: DAM
 OX0180_STAMPING: 6777.00
 OX0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0180
 OX0180  HISTORY     - Date     Condition        Report By
 OX0180  HISTORY     - UNK      MONUMENTED       BPR
 OX0180  HISTORY     - 1934     GOOD             NGS
 OX0180
 OX0180                          STATION DESCRIPTION
 OX0180
 OX0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0180'0.1 MI S FROM MORAN.
 OX0180'ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 187 FROM MORAN, TETON COUNTY,
 OX0180'AT THE SOUTH CORNER OF THE DAM, AND IN THE TOP OF THE WEST HEAD WALL.
 OX0180'A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED 6777.00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0153 ***********************************************************************
 MR0153  DESIGNATION -  6779
 MR0153  PID         -  MR0153
 MR0153  STATE/COUNTY-  WY/UINTA
 MR0153  USGS QUAD   -  EVANSTON (1978)
 MR0153
 MR0153                         *CURRENT SURVEY CONTROL
 MR0153  ___________________________________________________________________
 MR0153* NAD 83(1986)-  41 15 59.     (N)    110 57 55.     (W)     SCALED    
 MR0153* NAVD 88     -      2060.030  (meters)    6758.62   (feet)  ADJUSTED  
 MR0153  ___________________________________________________________________
 MR0153  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 MR0153  DYNAMIC HT  -        2058.122 (meters)    6752.36  (feet)  COMP
 MR0153  MODELED GRAV-     979,624.4   (mgal)                       NAVD 88
 MR0153
 MR0153  VERT ORDER  -  FIRST     CLASS II
 MR0153
 MR0153.The horizontal coordinates were scaled from a topographic map and have
 MR0153.an estimated accuracy of +/- 6 seconds.
 MR0153
 MR0153.The orthometric height was determined by differential leveling
 MR0153.and adjusted by the National Geodetic Survey in June 1991..
 MR0153.WARNING-Repeat measurements at this control monument indicate possible
 MR0153.vertical movement.
 MR0153
 MR0153.The geoid height was determined by GEOID03.
 MR0153
 MR0153.The dynamic height is computed by dividing the NAVD 88
 MR0153.geopotential number by the normal gravity value computed on the
 MR0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0153.degrees latitude (g = 980.6199 gals.).
 MR0153
 MR0153.The modeled gravity was interpolated from observed gravity values.
 MR0153
 MR0153;                    North         East    Units  Estimated Accuracy
 MR0153;SPC WY W     -   185,480.      726,100.      MT  (+/- 180 meters Scaled)
 MR0153
 MR0153                          SUPERSEDED SURVEY CONTROL
 MR0153
 MR0153  NGVD 29 (??/??/92) 2058.618  (m)         6753.98   (f) ADJ UNCH    1 2
 MR0153
 MR0153.Superseded values are not recommended for survey control.
 MR0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0153.See file dsdata.txt to determine how the superseded data were derived.
 MR0153
 MR0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL029683(NAD 83)
 MR0153_MARKER: DD = SURVEY DISK
 MR0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0153_STAMPING: 6754.009 EVAN
 MR0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0153+STABILITY: SURFACE MOTION
 MR0153
 MR0153  HISTORY     - Date     Condition        Report By
 MR0153  HISTORY     - UNK      MONUMENTED       USGS
 MR0153  HISTORY     - 1958     GOOD             NGS
 MR0153  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0153
 MR0153                          STATION DESCRIPTION
 MR0153
 MR0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0153'0.15 MI SE FROM EVANSTON.
 MR0153'ABOUT 0.10 MILE SOUTH ALONG 10TH STREET FROM THE UNION PACIFIC
 MR0153'RAILROAD STATION AT EVANSTON, THENCE ABOUT 0.05 MILE EAST ALONG MAIN
 MR0153'STREET, AT THE COUNTY COURTHOUSE, 105 FEET SOUTHWEST OF THE SOUTH
 MR0153'CORNER OF THE BUILDING, 5 1/2 FEET NORTHEAST OF THE CONCRETE WALL
 MR0153'AROUND THE COURTHOUSE LAWN, AND IN THE TOP OF A STONE POST PROJECTING
 MR0153'14 INCHES.
 MR0153
 MR0153                          STATION RECOVERY (1983)
 MR0153
 MR0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0153'NOTE=THERE HAS BEEN EXTENSIVE CONSTRUCTION AT THE COURTHOUSE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0136 ***********************************************************************
 MP0136  DESIGNATION -  6785
 MP0136  PID         -  MP0136
 MP0136  STATE/COUNTY-  WY/CARBON
 MP0136  USGS QUAD   -  SARATOGA (1961)
 MP0136
 MP0136                         *CURRENT SURVEY CONTROL
 MP0136  ___________________________________________________________________
 MP0136* NAD 83(1986)-  41 27 18.     (N)    106 48 04.     (W)     SCALED    
 MP0136* NAVD 88     -      2069.608  (meters)    6790.04   (feet)  ADJUSTED  
 MP0136  ___________________________________________________________________
 MP0136  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 MP0136  DYNAMIC HT  -        2067.799 (meters)    6784.10  (feet)  COMP
 MP0136  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 MP0136
 MP0136  VERT ORDER  -  SECOND    CLASS 0
 MP0136
 MP0136.The horizontal coordinates were scaled from a topographic map and have
 MP0136.an estimated accuracy of +/- 6 seconds.
 MP0136
 MP0136.The orthometric height was determined by differential leveling
 MP0136.and adjusted by the National Geodetic Survey in June 1991..
 MP0136
 MP0136.The geoid height was determined by GEOID03.
 MP0136
 MP0136.The dynamic height is computed by dividing the NAVD 88
 MP0136.geopotential number by the normal gravity value computed on the
 MP0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0136.degrees latitude (g = 980.6199 gals.).
 MP0136
 MP0136.The modeled gravity was interpolated from observed gravity values.
 MP0136
 MP0136;                    North         East    Units  Estimated Accuracy
 MP0136;SPC WYEC     -   206,190.      444,470.      MT  (+/- 180 meters Scaled)
 MP0136
 MP0136                          SUPERSEDED SURVEY CONTROL
 MP0136
 MP0136  NGVD 29 (??/??/92) 2068.452  (m)         6786.25   (f) ADJ UNCH    2 0
 MP0136
 MP0136.Superseded values are not recommended for survey control.
 MP0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0136.See file dsdata.txt to determine how the superseded data were derived.
 MP0136
 MP0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF495908(NAD 83)
 MP0136_MARKER: DD = SURVEY DISK
 MP0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0136_STAMPING: 6785 LARAMIE 1904
 MP0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0136+STABILITY: SURFACE MOTION
 MP0136
 MP0136  HISTORY     - Date     Condition        Report By
 MP0136  HISTORY     - 1904     MONUMENTED       USGS
 MP0136  HISTORY     - 1940     GOOD             WYHD
 MP0136
 MP0136                          STATION DESCRIPTION
 MP0136
 MP0136'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1940
 MP0136'IN SARATOGA.
 MP0136'AT SARATOGA, ABOUT 500 FEET SOUTHEAST OF THE SARATOGA AND ENCAMPMENT
 MP0136'VALLEY RAILROAD STATION, 200 FEET EAST OF A ROAD CROSSING, IN LOT 10,
 MP0136'BLOCK 1, OF THE HOT SPRINGS ADDITION TO THE ORIGINAL TOWN, 8 FEET
 MP0136'NORTHEAST OF THE NORTHEAST CORNER OF THE LOT, AND 16 INCHES WEST OF A
 MP0136'POLE ON THE CORNER OF THE ROAD LEADING TO THE STATE BATHHOUSE.  A U.S.
 MP0136'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6785 LARAMIE 1904 AND SET IN
 MP0136'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0172 ***********************************************************************
 OX0172  DESIGNATION -  6789.04
 OX0172  PID         -  OX0172
 OX0172  STATE/COUNTY-  WY/TETON
 OX0172  USGS QUAD   -  JENNY LAKE (1968)
 OX0172
 OX0172                         *CURRENT SURVEY CONTROL
 OX0172  ___________________________________________________________________
 OX0172* NAD 83(1986)-  43 45 05.     (N)    110 43 14.     (W)     SCALED    
 OX0172* NAVD 88     -      2071.595  (meters)    6796.56   (feet)  ADJUSTED  
 OX0172  ___________________________________________________________________
 OX0172  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 OX0172  DYNAMIC HT  -        2070.242 (meters)    6792.12  (feet)  COMP
 OX0172  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 OX0172
 OX0172  VERT ORDER  -  SECOND    CLASS 0
 OX0172
 OX0172.The horizontal coordinates were scaled from a topographic map and have
 OX0172.an estimated accuracy of +/- 6 seconds.
 OX0172
 OX0172.The orthometric height was determined by differential leveling
 OX0172.and adjusted by the National Geodetic Survey in June 1991..
 OX0172
 OX0172.The geoid height was determined by GEOID03.
 OX0172
 OX0172.The dynamic height is computed by dividing the NAVD 88
 OX0172.geopotential number by the normal gravity value computed on the
 OX0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0172.degrees latitude (g = 980.6199 gals.).
 OX0172
 OX0172.The modeled gravity was interpolated from observed gravity values.
 OX0172
 OX0172;                    North         East    Units  Estimated Accuracy
 OX0172;SPC WY W     -   461,330.      748,680.      MT  (+/- 180 meters Scaled)
 OX0172
 OX0172                          SUPERSEDED SURVEY CONTROL
 OX0172
 OX0172  NGVD 29 (??/??/92) 2070.321  (m)         6792.38   (f) ADJ UNCH    2 0
 OX0172
 OX0172.Superseded values are not recommended for survey control.
 OX0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0172.See file dsdata.txt to determine how the superseded data were derived.
 OX0172
 OX0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP224442(NAD 83)
 OX0172_MARKER: DD = SURVEY DISK
 OX0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0172_SP_SET: CULVERT
 OX0172_STAMPING: 6789.04
 OX0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0172
 OX0172  HISTORY     - Date     Condition        Report By
 OX0172  HISTORY     - UNK      MONUMENTED       BPR
 OX0172  HISTORY     - 1934     GOOD             NGS
 OX0172
 OX0172                          STATION DESCRIPTION
 OX0172
 OX0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0172'11.3 MI S FROM MORAN.
 OX0172'ABOUT 11.3 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM MORAN, TETON
 OX0172'COUNTY, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE
 OX0172'NORTH HEAD WALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 OX0172'DISK, STAMPED 6789.04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1298 ***********************************************************************
 MO1298  DESIGNATION -  68
 MO1298  PID         -  MO1298
 MO1298  STATE/COUNTY-  WY/ALBANY
 MO1298  USGS QUAD   -  BOSLER (1981)
 MO1298
 MO1298                         *CURRENT SURVEY CONTROL
 MO1298  ___________________________________________________________________
 MO1298* NAD 83(1993)-  41 35 30.80132(N)    105 40 38.96038(W)     ADJUSTED  
 MO1298* NAVD 88     -      2146.35   (+/-2cm)    7041.8    (feet)  VERTCON   
 MO1298  ___________________________________________________________________
 MO1298  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 MO1298  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 MO1298
 MO1298  HORZ ORDER  -  SECOND
 MO1298  VERT ORDER  -  THIRD ? (See Below)
 MO1298
 MO1298.The horizontal coordinates were established by classical geodetic methods
 MO1298.and adjusted by the National Geodetic Survey in January 1997..
 MO1298
 MO1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1298.The vertical order pertains to the NGVD 29 superseded value.
 MO1298
 MO1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1298
 MO1298.The geoid height was determined by GEOID03.
 MO1298
 MO1298;                    North         East     Units Scale Factor Converg.
 MO1298;SPC WY E     -   121,377.994   157,411.232   MT  0.99995981   -0 20 20.8
 MO1298;UTM  13      - 4,604,687.383   443,534.735   MT  0.99963923   -0 26 59.1
 MO1298
 MO1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1298!SPC WY E     -   0.99966529  x   0.99995981  =   0.99962511
 MO1298!UTM  13      -   0.99966529  x   0.99963923  =   0.99930464
 MO1298
 MO1298                          SUPERSEDED SURVEY CONTROL
 MO1298
 MO1298  NAD 83(1986)-  41 35 30.78635(N)    105 40 38.95707(W) AD(       ) 2
 MO1298  NAD 27      -  41 35 30.88400(N)    105 40 36.98300(W) AD(       ) 2
 MO1298  NGVD 29 (07/19/86) 2145.30   (m)         7038.4    (f) LEVELING    3  
 MO1298
 MO1298.Superseded values are not recommended for survey control.
 MO1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1298.See file dsdata.txt to determine how the superseded data were derived.
 MO1298
 MO1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4353504687(NAD 83)
 MO1298_MARKER: DD = SURVEY DISK
 MO1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1298+STABILITY: SURFACE MOTION
 MO1298
 MO1298  HISTORY     - Date     Condition        Report By
 MO1298  HISTORY     - 1948     MONUMENTED       WYGS
 MO1298
 MO1298                          STATION DESCRIPTION
 MO1298
 MO1298'DESCRIBED BY WYOMING GEODETIC SURVEY 1948
 MO1298'THE STATION IS LOCATED
 MO1298'ABOUT 1.5 MILE AIR LINE NORTHEAST OF
 MO1298'BOSLER.
 MO1298'
 MO1298'TO REACH THE STATION FROM THE POST OFFICE IN BOSLER, GO NORTH
 MO1298'ON U.S. HIGHWAY 30 FOR 0.15 MILE TO A GRADED ROAD RIGHT, EAST.
 MO1298'TURN RIGHT AND GO AROUND THE NORTH SIDE OF SCHOOL HOUSE FOR 0.1
 MO1298'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON GRADED
 MO1298'ROAD 1.3 MILE TO A BRIDGE OVER THE LARAMIE RIVER AND 69 (WGS
 MO1298'1934) 1948 IN THE SOUTHEAST WINGWALL.  CONTINUE 0.65 MILE TO A
 MO1298'BRIDGE OVER AN IRRIGATION DITCH AND STATION BOSLER ON THE
 MO1298'LEFT.  A DRIVE STATION.
 MO1298'
 MO1298'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AND
 MO1298'STATE SURVEY BRONZE DISK SET IN A 6 X 6 INCH CONCRETE POST, 1
 MO1298'FOOT SOUTH OF AN EAST-WEST FENCE LINE, APPROXIMATELY 2 FEET
 MO1298'LOWER THAN STATION BOSLER, PROJECTS 6 INCHES AND STAMPED, 68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0761 ***********************************************************************
 PY0761  DESIGNATION -  6802.32
 PY0761  PID         -  PY0761
 PY0761  STATE/COUNTY-  WY/TETON
 PY0761  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0761
 PY0761                         *CURRENT SURVEY CONTROL
 PY0761  ___________________________________________________________________
 PY0761* NAD 83(1986)-  44 38 28.     (N)    110 51 34.     (W)     SCALED    
 PY0761* NAVD 88     -      2074.751  (meters)    6806.91   (feet)  ADJUSTED  
 PY0761  ___________________________________________________________________
 PY0761  GEOID HEIGHT-          -8.79  (meters)                     GEOID03
 PY0761  DYNAMIC HT  -        2073.520 (meters)    6802.87  (feet)  COMP
 PY0761  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 PY0761
 PY0761  VERT ORDER  -  FIRST     CLASS II
 PY0761
 PY0761.The horizontal coordinates were scaled from a topographic map and have
 PY0761.an estimated accuracy of +/- 6 seconds.
 PY0761
 PY0761.The orthometric height was determined by differential leveling
 PY0761.and adjusted by the National Geodetic Survey in June 1991..
 PY0761
 PY0761.The geoid height was determined by GEOID03.
 PY0761
 PY0761.The dynamic height is computed by dividing the NAVD 88
 PY0761.geopotential number by the normal gravity value computed on the
 PY0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0761.degrees latitude (g = 980.6199 gals.).
 PY0761
 PY0761.The modeled gravity was interpolated from observed gravity values.
 PY0761
 PY0761;                    North         East    Units  Estimated Accuracy
 PY0761;SPC WY W     -   560,280.      738,430.      MT  (+/- 180 meters Scaled)
 PY0761
 PY0761                          SUPERSEDED SURVEY CONTROL
 PY0761
 PY0761  NGVD 29 (08/20/92) 2073.463  (m)         6802.69   (f) ADJUSTED    1 2
 PY0761
 PY0761.Superseded values are not recommended for survey control.
 PY0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0761.See file dsdata.txt to determine how the superseded data were derived.
 PY0761
 PY0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ111430(NAD 83)
 PY0761_MARKER: DB = BENCH MARK DISK
 PY0761_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0761+WITH SETTING: PAVEMENT
 PY0761_SP_SET: BRIDGE WALKWAY
 PY0761_STAMPING: 6802.32
 PY0761_MARK LOGO: BPR   
 PY0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0761+STABILITY: SURFACE MOTION
 PY0761
 PY0761  HISTORY     - Date     Condition        Report By
 PY0761  HISTORY     - UNK      MONUMENTED       BPR
 PY0761  HISTORY     - 1987     GOOD             NGS
 PY0761
 PY0761                          STATION DESCRIPTION
 PY0761
 PY0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0761'0.6 KM (0.35 MI) SOUTH FROM MADISON JUNCTION.
 PY0761'0.6 KM (0.35 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0761'FROM ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN
 PY0761'MADISON JUNCTION, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END
 PY0761'OF THE EAST WALKWAY OF A HIGHWAY BRIDGE SPANNING GIBBON RIVER, AND
 PY0761'4.9 M (16.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0761'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0066 ***********************************************************************
 MR0066  DESIGNATION -  6815
 MR0066  PID         -  MR0066
 MR0066  STATE/COUNTY-  WY/UINTA
 MR0066  USGS QUAD   -  CARTER (1964)
 MR0066
 MR0066                         *CURRENT SURVEY CONTROL
 MR0066  ___________________________________________________________________
 MR0066* NAD 83(1986)-  41 24 34.     (N)    110 23 03.     (W)     SCALED    
 MR0066* NAVD 88     -      2078.646  (meters)    6819.69   (feet)  ADJUSTED  
 MR0066  ___________________________________________________________________
 MR0066  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MR0066  DYNAMIC HT  -        2076.842 (meters)    6813.77  (feet)  COMP
 MR0066  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 MR0066
 MR0066  VERT ORDER  -  FIRST     CLASS II
 MR0066
 MR0066.The horizontal coordinates were scaled from a topographic map and have
 MR0066.an estimated accuracy of +/- 6 seconds.
 MR0066
 MR0066.The orthometric height was determined by differential leveling
 MR0066.and adjusted by the National Geodetic Survey in June 1991..
 MR0066
 MR0066.The geoid height was determined by GEOID03.
 MR0066
 MR0066.The dynamic height is computed by dividing the NAVD 88
 MR0066.geopotential number by the normal gravity value computed on the
 MR0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0066.degrees latitude (g = 980.6199 gals.).
 MR0066
 MR0066.The modeled gravity was interpolated from observed gravity values.
 MR0066
 MR0066;                    North         East    Units  Estimated Accuracy
 MR0066;SPC WY W     -   201,030.      774,850.      MT  (+/- 180 meters Scaled)
 MR0066
 MR0066                          SUPERSEDED SURVEY CONTROL
 MR0066
 MR0066  NGVD 29 (??/??/92) 2077.318  (m)         6815.33   (f) ADJ UNCH    1 2
 MR0066
 MR0066.Superseded values are not recommended for survey control.
 MR0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0066.See file dsdata.txt to determine how the superseded data were derived.
 MR0066
 MR0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL514843(NAD 83)
 MR0066_MARKER: P = PIPE CAP
 MR0066_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0066_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0066_STAMPING: 6815 ADJ 1903
 MR0066_MARK LOGO: USGS  
 MR0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0066
 MR0066  HISTORY     - Date     Condition        Report By
 MR0066  HISTORY     - 1903     MONUMENTED       USGS
 MR0066  HISTORY     - 1958     GOOD             NGS
 MR0066  HISTORY     - 1983     GOOD             NGS
 MR0066
 MR0066                          STATION DESCRIPTION
 MR0066
 MR0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0066'3.2 MI SE FROM CARTER.
 MR0066'ABOUT 3.2 MILES SOUTHEAST ALONG STATE ROAD 135 FROM THE UNION PACIFIC
 MR0066'RAILROAD STATION AT CARTER, 128 FEET NORTH-NORTHEAST OF THE CENTER
 MR0066'LINE OF THE ROAD, NEAR THE CREST OF A SMALL KNOLL, 117 FEET NORTHWEST
 MR0066'OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTHEAST, 96 FEET EAST OF
 MR0066'A POWER AND TELEPHONE POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS POST,
 MR0066'ABOUT 7 FEET ABOVE THE LEVEL OF THE STATE ROAD, AND ON THE TOP OF A 3
 MR0066'1/2-INCH IRON PIPE PROJECTING 6 INCHES.
 MR0066
 MR0066                          STATION RECOVERY (1983)
 MR0066
 MR0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0025 ***********************************************************************
 NT0025  DESIGNATION -  6820
 NT0025  PID         -  NT0025
 NT0025  STATE/COUNTY-  WY/SUBLETTE
 NT0025  USGS QUAD   -  BIG PINEY EAST (1980)
 NT0025
 NT0025                         *CURRENT SURVEY CONTROL
 NT0025  ___________________________________________________________________
 NT0025* NAD 83(1986)-  42 32 18.     (N)    110 06 50.     (W)     SCALED    
 NT0025* NAVD 88     -      2080.185  (meters)    6824.74   (feet)  ADJUSTED  
 NT0025  ___________________________________________________________________
 NT0025  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 NT0025  DYNAMIC HT  -        2078.490 (meters)    6819.18  (feet)  COMP
 NT0025  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 NT0025
 NT0025  VERT ORDER  -  SECOND    CLASS 0
 NT0025
 NT0025.The horizontal coordinates were scaled from a topographic map and have
 NT0025.an estimated accuracy of +/- 6 seconds.
 NT0025
 NT0025.The orthometric height was determined by differential leveling
 NT0025.and adjusted by the National Geodetic Survey in June 1991..
 NT0025
 NT0025.The geoid height was determined by GEOID03.
 NT0025
 NT0025.The dynamic height is computed by dividing the NAVD 88
 NT0025.geopotential number by the normal gravity value computed on the
 NT0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0025.degrees latitude (g = 980.6199 gals.).
 NT0025
 NT0025.The modeled gravity was interpolated from observed gravity values.
 NT0025
 NT0025;                    North         East    Units  Estimated Accuracy
 NT0025;SPC WY W     -   326,370.      797,490.      MT  (+/- 180 meters Scaled)
 NT0025
 NT0025                          SUPERSEDED SURVEY CONTROL
 NT0025
 NT0025  NGVD 29 (??/??/92) 2078.797  (m)         6820.19   (f) ADJ UNCH    2 0
 NT0025
 NT0025.Superseded values are not recommended for survey control.
 NT0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0025.See file dsdata.txt to determine how the superseded data were derived.
 NT0025
 NT0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN727099(NAD 83)
 NT0025_MARKER: DD = SURVEY DISK
 NT0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0025_SP_SET: BUILDING
 NT0025_STAMPING: 6820 1916
 NT0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0025
 NT0025  HISTORY     - Date     Condition        Report By
 NT0025  HISTORY     - 1916     MONUMENTED       USGS
 NT0025  HISTORY     - 1960     GOOD             NGS
 NT0025  HISTORY     - 1986     GOOD             LOCSUR
 NT0025
 NT0025                          STATION DESCRIPTION
 NT0025
 NT0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NT0025'IN BIG PINEY.
 NT0025'AT BIG PINEY, AT THE BUILDING OF THE STATE BANK, IN THE SOUTH FACE
 NT0025'NEAR THE WEST CORNER, 1.5 FEET EAST OF THE CORNER, AND ABOUT 1.2 FEET
 NT0025'ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK
 NT0025'STAMPED 6820 1916 AND SET VERTICALLY.
 NT0025
 NT0025                          STATION RECOVERY (1986)
 NT0025
 NT0025'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (PNS)
 NT0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1066 ***********************************************************************
 PY1066  DESIGNATION -  6830.02
 PY1066  PID         -  PY1066
 PY1066  STATE/COUNTY-  WY/PARK
 PY1066  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1066
 PY1066                         *CURRENT SURVEY CONTROL
 PY1066  ___________________________________________________________________
 PY1066* NAD 83(1986)-  44 54 42.     (N)    110 06 55.     (W)     SCALED    
 PY1066* NAVD 88     -      2083.704  (meters)    6836.29   (feet)  ADJUSTED  
 PY1066  ___________________________________________________________________
 PY1066  GEOID HEIGHT-          -7.75  (meters)                     GEOID03
 PY1066  DYNAMIC HT  -        2082.555 (meters)    6832.52  (feet)  COMP
 PY1066  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 PY1066
 PY1066  VERT ORDER  -  FIRST     CLASS II
 PY1066
 PY1066.The horizontal coordinates were scaled from a topographic map and have
 PY1066.an estimated accuracy of +/- 6 seconds.
 PY1066
 PY1066.The orthometric height was determined by differential leveling
 PY1066.and adjusted by the National Geodetic Survey in June 1991..
 PY1066.WARNING-Repeat measurements at this control monument indicate possible
 PY1066.vertical movement.
 PY1066
 PY1066.The geoid height was determined by GEOID03.
 PY1066
 PY1066.The dynamic height is computed by dividing the NAVD 88
 PY1066.geopotential number by the normal gravity value computed on the
 PY1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1066.degrees latitude (g = 980.6199 gals.).
 PY1066
 PY1066.The modeled gravity was interpolated from observed gravity values.
 PY1066
 PY1066;                    North         East    Units  Estimated Accuracy
 PY1066;SPC WYWC     -   490,960.      492,190.      MT  (+/- 180 meters Scaled)
 PY1066
 PY1066                          SUPERSEDED SURVEY CONTROL
 PY1066
 PY1066  NGVD 29 (08/20/92) 2082.450  (m)         6832.17   (f) ADJUSTED    1 2
 PY1066
 PY1066.Superseded values are not recommended for survey control.
 PY1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1066.See file dsdata.txt to determine how the superseded data were derived.
 PY1066
 PY1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ698735(NAD 83)
 PY1066_MARKER: DB = BENCH MARK DISK
 PY1066_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1066_SP_SET: HEADWALL
 PY1066_STAMPING: 6830.02 8 1
 PY1066_MARK LOGO: BPR   
 PY1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1066+STABILITY: SURFACE MOTION
 PY1066
 PY1066  HISTORY     - Date     Condition        Report By
 PY1066  HISTORY     - UNK      MONUMENTED       BPR
 PY1066  HISTORY     - 1987     GOOD             NGS
 PY1066
 PY1066                          STATION DESCRIPTION
 PY1066
 PY1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1066'16.7 KM (10.40 MI) SW FROM SILVER GATE.
 PY1066'16.7 KM (10.40 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1066'FROM THE PARK ENTRANCE IN SILVER GATE, IN THE CENTER OF THE WEST
 PY1066'HEADWALL OF A STONE CULVERT, AND 4.9 M (16.1 FT) WEST OF THE
 PY1066'CENTERLINE OF THE HIGHWAY.
 PY1066'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1067 ***********************************************************************
 PY1067  DESIGNATION -  6835.25
 PY1067  PID         -  PY1067
 PY1067  STATE/COUNTY-  WY/PARK
 PY1067  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1067
 PY1067                         *CURRENT SURVEY CONTROL
 PY1067  ___________________________________________________________________
 PY1067* NAD 83(1986)-  44 54 56.     (N)    110 06 43.     (W)     SCALED    
 PY1067* NAVD 88     -      2085.368  (meters)    6841.74   (feet)  ADJUSTED  
 PY1067  ___________________________________________________________________
 PY1067  GEOID HEIGHT-          -7.74  (meters)                     GEOID03
 PY1067  DYNAMIC HT  -        2084.227 (meters)    6838.00  (feet)  COMP
 PY1067  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 PY1067
 PY1067  VERT ORDER  -  FIRST     CLASS II
 PY1067
 PY1067.The horizontal coordinates were scaled from a topographic map and have
 PY1067.an estimated accuracy of +/- 6 seconds.
 PY1067
 PY1067.The orthometric height was determined by differential leveling
 PY1067.and adjusted by the National Geodetic Survey in June 1991..
 PY1067
 PY1067.The geoid height was determined by GEOID03.
 PY1067
 PY1067.The dynamic height is computed by dividing the NAVD 88
 PY1067.geopotential number by the normal gravity value computed on the
 PY1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1067.degrees latitude (g = 980.6199 gals.).
 PY1067
 PY1067.The modeled gravity was interpolated from observed gravity values.
 PY1067
 PY1067;                    North         East    Units  Estimated Accuracy
 PY1067;SPC WYWC     -   491,380.      492,460.      MT  (+/- 180 meters Scaled)
 PY1067
 PY1067                          SUPERSEDED SURVEY CONTROL
 PY1067
 PY1067  NGVD 29 (08/20/92) 2084.122  (m)         6837.66   (f) ADJUSTED    1 2
 PY1067
 PY1067.Superseded values are not recommended for survey control.
 PY1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1067.See file dsdata.txt to determine how the superseded data were derived.
 PY1067
 PY1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ700739(NAD 83)
 PY1067_MARKER: DB = BENCH MARK DISK
 PY1067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1067_SP_SET: HEADWALL
 PY1067_STAMPING: 6835.25 8 1
 PY1067_MARK LOGO: BPR   
 PY1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1067+STABILITY: SURFACE MOTION
 PY1067
 PY1067  HISTORY     - Date     Condition        Report By
 PY1067  HISTORY     - UNK      MONUMENTED       BPR
 PY1067  HISTORY     - 1987     GOOD             NGS
 PY1067
 PY1067                          STATION DESCRIPTION
 PY1067
 PY1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1067'16.3 KM (10.15 MI) SW FROM SILVER GATE.
 PY1067'16.3 KM (10.15 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1067'FROM THE PARK ENTRANCE IN SILVER GATE, IN TOP OF AND 0.3 M (1.0 FT)
 PY1067'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A STONE
 PY1067'CULVERT, AND 4.9 M (16.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 PY1067'HIGHWAY.
 PY1067'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0146 ***********************************************************************
 MR0146  DESIGNATION -  6842
 MR0146  PID         -  MR0146
 MR0146  STATE/COUNTY-  WY/UINTA
 MR0146  USGS QUAD   -  MILLIS (1965)
 MR0146
 MR0146                         *CURRENT SURVEY CONTROL
 MR0146  ___________________________________________________________________
 MR0146* NAD 83(1986)-  41 14 24.     (N)    110 55 39.     (W)     SCALED    
 MR0146* NAVD 88     -      2087.422  (meters)    6848.48   (feet)  ADJUSTED  
 MR0146  ___________________________________________________________________
 MR0146  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 MR0146  DYNAMIC HT  -        2085.477 (meters)    6842.10  (feet)  COMP
 MR0146  MODELED GRAV-     979,617.6   (mgal)                       NAVD 88
 MR0146
 MR0146  VERT ORDER  -  FIRST     CLASS II
 MR0146
 MR0146.The horizontal coordinates were scaled from a topographic map and have
 MR0146.an estimated accuracy of +/- 6 seconds.
 MR0146
 MR0146.The orthometric height was determined by differential leveling
 MR0146.and adjusted by the National Geodetic Survey in June 1991..
 MR0146
 MR0146.The geoid height was determined by GEOID03.
 MR0146
 MR0146.The dynamic height is computed by dividing the NAVD 88
 MR0146.geopotential number by the normal gravity value computed on the
 MR0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0146.degrees latitude (g = 980.6199 gals.).
 MR0146
 MR0146.The modeled gravity was interpolated from observed gravity values.
 MR0146
 MR0146;                    North         East    Units  Estimated Accuracy
 MR0146;SPC WY W     -   182,520.      729,240.      MT  (+/- 180 meters Scaled)
 MR0146
 MR0146                          SUPERSEDED SURVEY CONTROL
 MR0146
 MR0146  NGVD 29 (06/08/92) 2086.097  (m)         6844.14   (f) ADJUSTED    1 2
 MR0146
 MR0146.Superseded values are not recommended for survey control.
 MR0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0146.See file dsdata.txt to determine how the superseded data were derived.
 MR0146
 MR0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL060654(NAD 83)
 MR0146_MARKER: P = PIPE CAP
 MR0146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0146_STAMPING: 6842 EVAN
 MR0146_MARK LOGO: CGS   
 MR0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0146
 MR0146  HISTORY     - Date     Condition        Report By
 MR0146  HISTORY     - UNK      MONUMENTED       USGS
 MR0146  HISTORY     - 1958     GOOD             NGS
 MR0146  HISTORY     - 1983     GOOD             NGS
 MR0146
 MR0146                          STATION DESCRIPTION
 MR0146
 MR0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0146'3.1 MI SE FROM EVANSTON.
 MR0146'ABOUT 3.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0146'STATION AT EVANSTON, 38 FEET SOUTH OF THE 3RD POLE NORTHWEST OF
 MR0146'MILEPOST 914, 84 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT
 MR0146'NORTHEAST OF THE RIGHT OF WAY FENCE, 1 FOOT SOUTHEAST OF A METAL
 MR0146'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACKS, AND ON THE
 MR0146'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT.
 MR0146
 MR0146                          STATION RECOVERY (1983)
 MR0146
 MR0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0146'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0146'FOLLOWING EXCEPTIONS, DELETE 38 FT SOUTH OF THE 3RD POLE NORTHWEST OF
 MR0146'MILEPOST 914.  ADD 0.1 KM (0.05 MI) NORTHWEST OF MILEPOST 914.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0087 ***********************************************************************
 MR0087  DESIGNATION -  6859
 MR0087  PID         -  MR0087
 MR0087  STATE/COUNTY-  WY/UINTA
 MR0087  USGS QUAD   -  REED RESERVOIR (1980)
 MR0087
 MR0087                         *CURRENT SURVEY CONTROL
 MR0087  ___________________________________________________________________
 MR0087* NAD 83(1986)-  41 13 09.     (N)    110 12 17.     (W)     SCALED    
 MR0087* NAVD 88     -      2091.963  (meters)    6863.38   (feet)  ADJUSTED  
 MR0087  ___________________________________________________________________
 MR0087  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MR0087  DYNAMIC HT  -        2090.040 (meters)    6857.07  (feet)  COMP
 MR0087  MODELED GRAV-     979,629.7   (mgal)                       NAVD 88
 MR0087
 MR0087  VERT ORDER  -  SECOND    CLASS 0
 MR0087
 MR0087.The horizontal coordinates were scaled from a topographic map and have
 MR0087.an estimated accuracy of +/- 6 seconds.
 MR0087
 MR0087.The orthometric height was determined by differential leveling
 MR0087.and adjusted by the National Geodetic Survey in June 1991..
 MR0087
 MR0087.The geoid height was determined by GEOID03.
 MR0087
 MR0087.The dynamic height is computed by dividing the NAVD 88
 MR0087.geopotential number by the normal gravity value computed on the
 MR0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0087.degrees latitude (g = 980.6199 gals.).
 MR0087
 MR0087.The modeled gravity was interpolated from observed gravity values.
 MR0087
 MR0087;                    North         East    Units  Estimated Accuracy
 MR0087;SPC WY W     -   179,870.      789,820.      MT  (+/- 180 meters Scaled)
 MR0087
 MR0087                          SUPERSEDED SURVEY CONTROL
 MR0087
 MR0087  NGVD 29 (??/??/92) 2090.603  (m)         6858.92   (f) ADJ UNCH    2 0
 MR0087
 MR0087.Superseded values are not recommended for survey control.
 MR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0087.See file dsdata.txt to determine how the superseded data were derived.
 MR0087
 MR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL666633(NAD 83)
 MR0087_MARKER: P = PIPE CAP
 MR0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0087_STAMPING: 6859 ADJ 1903
 MR0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0087
 MR0087  HISTORY     - Date     Condition        Report By
 MR0087  HISTORY     - 1903     MONUMENTED       USGS
 MR0087  HISTORY     - 1934     GOOD             NGS
 MR0087
 MR0087                          STATION DESCRIPTION
 MR0087
 MR0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MR0087'12.6 MI S FROM LYMAN.
 MR0087'12.6 MILES SOUTH ALONG THE ROAD LEADING TO LONETREE FROM THE HIGH
 MR0087'SCHOOL AT LYMAN, UINTA COUNTY, NEAR COTTONWOOD CREEK, 400 FEET
 MR0087'SOUTHEAST OF A BRIDGE OVER A SMALL CREEK, 160 FEET NORTHEAST OF THE
 MR0087'CENTER LINE OF THE ROAD, AND 15 FEET NORTHEAST OF THE CENTER LINE OF
 MR0087'AN ABANDONED ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 MR0087'STAMPED 6859 ADJ 1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 MR0087'PROJECTING 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0293 ***********************************************************************
 MP0293  DESIGNATION -  6870.6
 MP0293  PID         -  MP0293
 MP0293  STATE/COUNTY-  WY/CARBON
 MP0293  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0293
 MP0293                         *CURRENT SURVEY CONTROL
 MP0293  ___________________________________________________________________
 MP0293* NAD 83(1986)-  41 01 09.     (N)    107 19 04.     (W)     SCALED    
 MP0293* NAVD 88     -      2094.887  (meters)    6872.98   (feet)  ADJUSTED  
 MP0293  ___________________________________________________________________
 MP0293  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 MP0293  DYNAMIC HT  -        2092.953 (meters)    6866.63  (feet)  COMP
 MP0293  MODELED GRAV-     979,626.0   (mgal)                       NAVD 88
 MP0293
 MP0293  VERT ORDER  -  SECOND    CLASS 0
 MP0293
 MP0293.The horizontal coordinates were scaled from a topographic map and have
 MP0293.an estimated accuracy of +/- 6 seconds.
 MP0293
 MP0293.The orthometric height was determined by differential leveling
 MP0293.and adjusted by the National Geodetic Survey in June 1991..
 MP0293
 MP0293.The geoid height was determined by GEOID03.
 MP0293
 MP0293.The dynamic height is computed by dividing the NAVD 88
 MP0293.geopotential number by the normal gravity value computed on the
 MP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0293.degrees latitude (g = 980.6199 gals.).
 MP0293
 MP0293.The modeled gravity was interpolated from observed gravity values.
 MP0293
 MP0293;                    North         East    Units  Estimated Accuracy
 MP0293;SPC WYEC     -   157,650.      401,310.      MT  (+/- 180 meters Scaled)
 MP0293
 MP0293                          SUPERSEDED SURVEY CONTROL
 MP0293
 MP0293  NGVD 29 (??/??/92) 2093.665  (m)         6868.97   (f) ADJ UNCH    2 0
 MP0293
 MP0293.Superseded values are not recommended for survey control.
 MP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0293.See file dsdata.txt to determine how the superseded data were derived.
 MP0293
 MP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF051434(NAD 83)
 MP0293_MARKER: N = NAIL
 MP0293_SETTING: 80 = SET IN A BOULDER
 MP0293_SP_SET: BOULDER
 MP0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0293+STABILITY: SURFACE MOTION
 MP0293
 MP0293  HISTORY     - Date     Condition        Report By
 MP0293  HISTORY     - UNK      MONUMENTED       USGS
 MP0293  HISTORY     - 1934     GOOD             NGS
 MP0293
 MP0293                          STATION DESCRIPTION
 MP0293
 MP0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0293'3.7 MI E FROM SLATER, CO.
 MP0293'IN CARBON COUNTY, WYOMING, 3.7 MILES EAST ALONG THE ENCAMPMENT ROAD
 MP0293'FROM SLATER, MOFFAT COUNTY, COLORADO, IN THE SOUTHEAST QUARTER OF
 MP0293'SECTION 8, T 12 N, R 88 W, ON THE INSIDE OF A CURVE, ABOUT 500 FEET
 MP0293'NORTHEAST OF A PROMINENT CONICAL HILL HAVING A ROCK PROJECTION AT THE
 MP0293'APEX, 30 FEET WEST OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A
 MP0293'9- BY 8- BY 4-FOOT BOULDER.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER
 MP0293'NAIL AND WASHER, MARKED BY THE PAINTED NUMBERS 6870.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0159 ***********************************************************************
 OW0159  DESIGNATION -  6883
 OW0159  PID         -  OW0159
 OW0159  STATE/COUNTY-  WY/FREMONT
 OW0159  USGS QUAD   -  MASON DRAW (1979)
 OW0159
 OW0159                         *CURRENT SURVEY CONTROL
 OW0159  ___________________________________________________________________
 OW0159* NAD 83(1986)-  43 30 38.     (N)    109 34 06.     (W)     SCALED    
 OW0159* NAVD 88     -      2101.752  (meters)    6895.50   (feet)  ADJUSTED  
 OW0159  ___________________________________________________________________
 OW0159  GEOID HEIGHT-          -8.13  (meters)                     GEOID03
 OW0159  DYNAMIC HT  -        2100.316 (meters)    6890.79  (feet)  COMP
 OW0159  MODELED GRAV-     979,860.7   (mgal)                       NAVD 88
 OW0159
 OW0159  VERT ORDER  -  SECOND    CLASS 0
 OW0159
 OW0159.The horizontal coordinates were scaled from a topographic map and have
 OW0159.an estimated accuracy of +/- 6 seconds.
 OW0159
 OW0159.The orthometric height was determined by differential leveling
 OW0159.and adjusted by the National Geodetic Survey in June 1991..
 OW0159
 OW0159.The geoid height was determined by GEOID03.
 OW0159
 OW0159.The dynamic height is computed by dividing the NAVD 88
 OW0159.geopotential number by the normal gravity value computed on the
 OW0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0159.degrees latitude (g = 980.6199 gals.).
 OW0159
 OW0159.The modeled gravity was interpolated from observed gravity values.
 OW0159
 OW0159;                    North         East    Units  Estimated Accuracy
 OW0159;SPC WYWC     -   334,700.      533,830.      MT  (+/- 180 meters Scaled)
 OW0159
 OW0159                          SUPERSEDED SURVEY CONTROL
 OW0159
 OW0159  NGVD 29 (??/??/92) 2100.58   (m)         6891.7    (f) COMPUTED    2 0
 OW0159
 OW0159.Superseded values are not recommended for survey control.
 OW0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0159.See file dsdata.txt to determine how the superseded data were derived.
 OW0159
 OW0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP157185(NAD 83)
 OW0159_MARKER: DD = SURVEY DISK
 OW0159_SETTING: 80 = SET IN A BOULDER
 OW0159_SP_SET: BOULDER
 OW0159_STAMPING: 6883 RED LODGE
 OW0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0159+STABILITY: SURFACE MOTION
 OW0159
 OW0159  HISTORY     - Date     Condition        Report By
 OW0159  HISTORY     - UNK      MONUMENTED       USGS
 OW0159  HISTORY     - 1934     GOOD             NGS
 OW0159
 OW0159                          STATION DESCRIPTION
 OW0159
 OW0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OW0159'4.3 MI E FROM DUBOIS.
 OW0159'ABOUT 4.3 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0159'DUBOIS, FREMONT COUNTY, ABOUT 1.2 MILES WEST OF THE UPPER CIRCLE
 OW0159'RANCH, ABOUT 0.3 MILE EAST OF THE BRIDGE OVER JAKEYS FORK, 27.9 FEET
 OW0159'SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE GRANITE
 OW0159'BOULDER, AND ABOUT 7.5 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES
 OW0159'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6883 RED LODGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0178 ***********************************************************************
 OX0178  DESIGNATION -  6899.22
 OX0178  PID         -  OX0178
 OX0178  STATE/COUNTY-  WY/TETON
 OX0178  USGS QUAD   -  MORAN (1996)
 OX0178
 OX0178                         *CURRENT SURVEY CONTROL
 OX0178  ___________________________________________________________________
 OX0178* NAD 83(1986)-  43 49 56.     (N)    110 36 47.     (W)     SCALED    
 OX0178* NAVD 88     -      2105.284  (meters)    6907.09   (feet)  ADJUSTED  
 OX0178  ___________________________________________________________________
 OX0178  GEOID HEIGHT-          -8.99  (meters)                     GEOID03
 OX0178  DYNAMIC HT  -        2103.866 (meters)    6902.43  (feet)  COMP
 OX0178  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 OX0178
 OX0178  VERT ORDER  -  SECOND    CLASS 0
 OX0178
 OX0178.The horizontal coordinates were scaled from a topographic map and have
 OX0178.an estimated accuracy of +/- 6 seconds.
 OX0178
 OX0178.The orthometric height was determined by differential leveling
 OX0178.and adjusted by the National Geodetic Survey in June 1991..
 OX0178
 OX0178.The geoid height was determined by GEOID03.
 OX0178
 OX0178.The dynamic height is computed by dividing the NAVD 88
 OX0178.geopotential number by the normal gravity value computed on the
 OX0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0178.degrees latitude (g = 980.6199 gals.).
 OX0178
 OX0178.The modeled gravity was interpolated from observed gravity values.
 OX0178
 OX0178;                    North         East    Units  Estimated Accuracy
 OX0178;SPC WY W     -   470,250.      757,400.      MT  (+/- 180 meters Scaled)
 OX0178
 OX0178                          SUPERSEDED SURVEY CONTROL
 OX0178
 OX0178  NGVD 29 (??/??/92) 2103.969  (m)         6902.77   (f) ADJ UNCH    2 0
 OX0178
 OX0178.Superseded values are not recommended for survey control.
 OX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0178.See file dsdata.txt to determine how the superseded data were derived.
 OX0178
 OX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP311533(NAD 83)
 OX0178_MARKER: DD = SURVEY DISK
 OX0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0178_SP_SET: CULVERT
 OX0178_STAMPING: 6899.22
 OX0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0178
 OX0178  HISTORY     - Date     Condition        Report By
 OX0178  HISTORY     - UNK      MONUMENTED       BPR
 OX0178  HISTORY     - 1934     GOOD             NGS
 OX0178
 OX0178                          STATION DESCRIPTION
 OX0178
 OX0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0178'2.6 MI S FROM MORAN.
 OX0178'ABOUT 2.6 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM THE DAM AT MORAN,
 OX0178'TETON COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF A HEAD WALL. A
 OX0178'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 6899.22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0234 ***********************************************************************
 OV0234  DESIGNATION -  69 AV
 OV0234  PID         -  OV0234
 OV0234  STATE/COUNTY-  WY/NATRONA
 OV0234  USGS QUAD   -  ARMINTO NW (1952)
 OV0234
 OV0234                         *CURRENT SURVEY CONTROL
 OV0234  ___________________________________________________________________
 OV0234* NAD 83(1986)-  43 08 30.     (N)    107 29 04.     (W)     SCALED    
 OV0234* NAVD 88     -      1777.597  (meters)    5832.00   (feet)  ADJUSTED  
 OV0234  ___________________________________________________________________
 OV0234  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 OV0234  DYNAMIC HT  -        1776.377 (meters)    5828.00  (feet)  COMP
 OV0234  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 OV0234
 OV0234  VERT ORDER  -  FIRST     CLASS II
 OV0234
 OV0234.The horizontal coordinates were scaled from a topographic map and have
 OV0234.an estimated accuracy of +/- 6 seconds.
 OV0234
 OV0234.The orthometric height was determined by differential leveling
 OV0234.and adjusted by the National Geodetic Survey in June 1991..
 OV0234
 OV0234.The geoid height was determined by GEOID03.
 OV0234
 OV0234.The dynamic height is computed by dividing the NAVD 88
 OV0234.geopotential number by the normal gravity value computed on the
 OV0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0234.degrees latitude (g = 980.6199 gals.).
 OV0234
 OV0234.The modeled gravity was interpolated from observed gravity values.
 OV0234
 OV0234;                    North         East    Units  Estimated Accuracy
 OV0234;SPC WYEC     -   393,400.      387,710.      MT  (+/- 180 meters Scaled)
 OV0234
 OV0234                          SUPERSEDED SURVEY CONTROL
 OV0234
 OV0234  NGVD 29 (06/08/92) 1776.560  (m)         5828.60   (f) ADJUSTED    1 2
 OV0234
 OV0234.Superseded values are not recommended for survey control.
 OV0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0234.See file dsdata.txt to determine how the superseded data were derived.
 OV0234
 OV0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH979795(NAD 83)
 OV0234_MARKER: DB = BENCH MARK DISK
 OV0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0234_SP_SET: CONCRETE POST
 OV0234_STAMPING: 69 AV 1950 5828
 OV0234_MARK LOGO: USGS  
 OV0234_PROJECTION: PROJECTING 10 CENTIMETERS
 OV0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0234+STABILITY: SURFACE MOTION
 OV0234
 OV0234  HISTORY     - Date     Condition        Report By
 OV0234  HISTORY     - 1950     MONUMENTED       USGS
 OV0234  HISTORY     - 1982     GOOD             NGS
 OV0234
 OV0234                          STATION DESCRIPTION
 OV0234
 OV0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0234'25.7 KM (15.95 MI) WEST FROM WALTMAN.
 OV0234'25.7 KM (15.95 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0234'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.2 KM (0.1 MI) EAST OF A
 OV0234'GRAVELED ROAD LEADING SOUTH, 29.6 METERS (97.1 FT) SOUTH OF THE OF THE
 OV0234'CENTERLINE OF THE HIGHWAY, 12.3 METERS (40.4 FT) NORTHWEST OF A
 OV0234'UTILITY POLE WITH A GUY WIRE, 3.2 METERS (10.5 FT) EAST OF A FENCE
 OV0234'CORNER AND 0.3 METER (1.0 FT) NORTH OF A FENCE.
 OV0234'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 OV0234'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1069 ***********************************************************************
 PY1069  DESIGNATION -  6902.10
 PY1069  PID         -  PY1069
 PY1069  STATE/COUNTY-  WY/PARK
 PY1069  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1069
 PY1069                         *CURRENT SURVEY CONTROL
 PY1069  ___________________________________________________________________
 PY1069* NAD 83(1986)-  44 55 14.     (N)    110 05 55.     (W)     SCALED    
 PY1069* NAVD 88     -      2105.447  (meters)    6907.62   (feet)  ADJUSTED  
 PY1069  ___________________________________________________________________
 PY1069  GEOID HEIGHT-          -7.70  (meters)                     GEOID03
 PY1069  DYNAMIC HT  -        2104.292 (meters)    6903.83  (feet)  COMP
 PY1069  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 PY1069
 PY1069  VERT ORDER  -  FIRST     CLASS II
 PY1069
 PY1069.The horizontal coordinates were scaled from a topographic map and have
 PY1069.an estimated accuracy of +/- 6 seconds.
 PY1069
 PY1069.The orthometric height was determined by differential leveling
 PY1069.and adjusted by the National Geodetic Survey in June 1991..
 PY1069
 PY1069.The geoid height was determined by GEOID03.
 PY1069
 PY1069.The dynamic height is computed by dividing the NAVD 88
 PY1069.geopotential number by the normal gravity value computed on the
 PY1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1069.degrees latitude (g = 980.6199 gals.).
 PY1069
 PY1069.The modeled gravity was interpolated from observed gravity values.
 PY1069
 PY1069;                    North         East    Units  Estimated Accuracy
 PY1069;SPC WYWC     -   491,920.      493,530.      MT  (+/- 180 meters Scaled)
 PY1069
 PY1069                          SUPERSEDED SURVEY CONTROL
 PY1069
 PY1069  NGVD 29 (08/20/92) 2104.200  (m)         6903.53   (f) ADJUSTED    1 2
 PY1069
 PY1069.Superseded values are not recommended for survey control.
 PY1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1069.See file dsdata.txt to determine how the superseded data were derived.
 PY1069
 PY1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ711745(NAD 83)
 PY1069_MARKER: DB = BENCH MARK DISK
 PY1069_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1069_SP_SET: HEADWALL
 PY1069_STAMPING: 6902.10 8 1
 PY1069_MARK LOGO: BPR   
 PY1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1069+STABILITY: SURFACE MOTION
 PY1069
 PY1069  HISTORY     - Date     Condition        Report By
 PY1069  HISTORY     - UNK      MONUMENTED       BPR
 PY1069  HISTORY     - 1987     GOOD             NGS
 PY1069
 PY1069                          STATION DESCRIPTION
 PY1069
 PY1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1069'14.9 KM (9.25 MI) SW FROM SILVER GATE.
 PY1069'14.9 KM (9.25 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1069'FROM THE PARK ENTRANCE IN SILVER GATE, IN THE CENTER OF THE NORTHWEST
 PY1069'HEADWALL OF A STONE CULVERT, 61.0 M (200.1 FT) SOUTHWEST OF THE
 PY1069'SOUTHWEST END OF A TRAILHEAD PARKING AREA, AND 5.1 M (16.7 FT)
 PY1069'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY1069'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0153 ***********************************************************************
 MQ0153  DESIGNATION -  6922
 MQ0153  PID         -  MQ0153
 MQ0153  STATE/COUNTY-  WY/SWEETWATER
 MQ0153  USGS QUAD   -  CLAY BUTTES SE (1968)
 MQ0153
 MQ0153                         *CURRENT SURVEY CONTROL
 MQ0153  ___________________________________________________________________
 MQ0153* NAD 83(1986)-  41 51 32.     (N)    109 20 25.     (W)     SCALED    
 MQ0153* NAVD 88     -      2114.044  (meters)    6935.83   (feet)  ADJUSTED  
 MQ0153  ___________________________________________________________________
 MQ0153  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MQ0153  DYNAMIC HT  -        2112.254 (meters)    6929.95  (feet)  COMP
 MQ0153  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 MQ0153
 MQ0153  VERT ORDER  -  FIRST     CLASS II
 MQ0153
 MQ0153.The horizontal coordinates were scaled from a topographic map and have
 MQ0153.an estimated accuracy of +/- 6 seconds.
 MQ0153
 MQ0153.The orthometric height was determined by differential leveling
 MQ0153.and adjusted by the National Geodetic Survey in June 1991..
 MQ0153
 MQ0153.The geoid height was determined by GEOID03.
 MQ0153
 MQ0153.The dynamic height is computed by dividing the NAVD 88
 MQ0153.geopotential number by the normal gravity value computed on the
 MQ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0153.degrees latitude (g = 980.6199 gals.).
 MQ0153
 MQ0153.The modeled gravity was interpolated from observed gravity values.
 MQ0153
 MQ0153;                    North         East    Units  Estimated Accuracy
 MQ0153;SPC WYWC     -   151,070.      550,990.      MT  (+/- 180 meters Scaled)
 MQ0153
 MQ0153                          SUPERSEDED SURVEY CONTROL
 MQ0153
 MQ0153  NGVD 29 (??/??/92) 2112.762  (m)         6931.62   (f) ADJ UNCH    1 2
 MQ0153
 MQ0153.Superseded values are not recommended for survey control.
 MQ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0153.See file dsdata.txt to determine how the superseded data were derived.
 MQ0153
 MQ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM377354(NAD 83)
 MQ0153_MARKER: P = PIPE CAP
 MQ0153_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0153_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0153_STAMPING: 6922 RL
 MQ0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0153
 MQ0153  HISTORY     - Date     Condition        Report By
 MQ0153  HISTORY     - UNK      MONUMENTED       USGS
 MQ0153  HISTORY     - 1933     GOOD             NGS
 MQ0153
 MQ0153                          STATION DESCRIPTION
 MQ0153
 MQ0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MQ0153'15.1 MI S FROM EDEN.
 MQ0153'15.1 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM EDEN, SWEETWATER COUNTY,
 MQ0153'ON THE INSIDE OF A CURVE, AND 62 FEET EAST OF THE CENTER LINE OF THE
 MQ0153'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6922
 MQ0153'RL AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0405 ***********************************************************************
 MP0405  DESIGNATION -  6923.94 DT
 MP0405  PID         -  MP0405
 MP0405  STATE/COUNTY-  WY/ALBANY
 MP0405  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0405
 MP0405                         *CURRENT SURVEY CONTROL
 MP0405  ___________________________________________________________________
 MP0405* NAD 83(1986)-  41 49 00.     (N)    106 00 11.     (W)     SCALED    
 MP0405* NAVD 88     -      2111.373  (meters)    6927.06   (feet)  ADJUSTED  
 MP0405  ___________________________________________________________________
 MP0405  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 MP0405  DYNAMIC HT  -        2109.585 (meters)    6921.20  (feet)  COMP
 MP0405  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 MP0405
 MP0405  VERT ORDER  -  FIRST     CLASS II
 MP0405
 MP0405.The horizontal coordinates were scaled from a topographic map and have
 MP0405.an estimated accuracy of +/- 6 seconds.
 MP0405
 MP0405.The orthometric height was determined by differential leveling
 MP0405.and adjusted by the National Geodetic Survey in June 1991..
 MP0405
 MP0405.The geoid height was determined by GEOID03.
 MP0405
 MP0405.The dynamic height is computed by dividing the NAVD 88
 MP0405.geopotential number by the normal gravity value computed on the
 MP0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0405.degrees latitude (g = 980.6199 gals.).
 MP0405
 MP0405.The modeled gravity was interpolated from observed gravity values.
 MP0405
 MP0405;                    North         East    Units  Estimated Accuracy
 MP0405;SPC WY E     -   146,550.      130,510.      MT  (+/- 180 meters Scaled)
 MP0405
 MP0405                          SUPERSEDED SURVEY CONTROL
 MP0405
 MP0405  NGVD 29 (??/??/92) 2110.26   (m)         6923.4    (f) COMPUTED    1 2
 MP0405
 MP0405.Superseded values are not recommended for survey control.
 MP0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0405.See file dsdata.txt to determine how the superseded data were derived.
 MP0405
 MP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG166299(NAD 83)
 MP0405_MARKER: Z = SEE DESCRIPTION
 MP0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0405_SP_SET: CULVERT
 MP0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0405
 MP0405  HISTORY     - Date     Condition        Report By
 MP0405  HISTORY     - UNK      MONUMENTED       USGS
 MP0405  HISTORY     - 1947     GOOD             NGS
 MP0405  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0405
 MP0405                          STATION DESCRIPTION
 MP0405
 MP0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0405'5.5 MI NW FROM ROCK RIVER.
 MP0405'5.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0405'WATER TANK AT ROCK RIVER, AT RAILROAD CULVERT NO. 610.96 WHICH
 MP0405'IS AT THE CROSSING OF AN IRRIGATION DITCH, ACROSS THE TRACKS
 MP0405'FROM THE FIRST TELEPHONE POLE EAST OF MILE POST NO. 611, 12.6
 MP0405'FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK OF THE
 MP0405'MAIN LINE TRACKS, THE BOTTOM OF A 2-INCH SQUARE HOLE CUT IN
 MP0405'THE TOP OF AND 1.3 FOOT SOUTHEAST OF THE NORTHWEST END OF AND
 MP0405'0.1 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE NORTHWEST
 MP0405'STONE WINGWALL OF A STONE AND CONCRETE CULVERT, 0.8 FOOT
 MP0405'LOWER THAN THE CAPSTONE, ABOUT 4 FEET BELOW THE TRACKS AND 0.1
 MP0405'FOOT NORTHEAST OF THE LETTERS D.T. WHICH ARE CUT IN THE STONE.
 MP0405
 MP0405                          STATION RECOVERY (1983)
 MP0405
 MP0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0405'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0244 ***********************************************************************
 PW0244  DESIGNATION -  6927.70
 PW0244  PID         -  PW0244
 PW0244  STATE/COUNTY-  WY/SHERIDAN
 PW0244  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0244
 PW0244                         *CURRENT SURVEY CONTROL
 PW0244  ___________________________________________________________________
 PW0244* NAD 83(1986)-  44 48 30.     (N)    107 20 47.     (W)     SCALED    
 PW0244* NAVD 88     -      2112.273  (meters)    6930.02   (feet)  ADJUSTED  
 PW0244  ___________________________________________________________________
 PW0244  GEOID HEIGHT-         -10.59  (meters)                     GEOID03
 PW0244  DYNAMIC HT  -        2111.321 (meters)    6926.89  (feet)  COMP
 PW0244  MODELED GRAV-     980,088.2   (mgal)                       NAVD 88
 PW0244
 PW0244  VERT ORDER  -  SECOND    CLASS 0
 PW0244
 PW0244.The horizontal coordinates were scaled from a topographic map and have
 PW0244.an estimated accuracy of +/- 6 seconds.
 PW0244
 PW0244.The orthometric height was determined by differential leveling
 PW0244.and adjusted by the National Geodetic Survey in June 1991..
 PW0244
 PW0244.The geoid height was determined by GEOID03.
 PW0244
 PW0244.The dynamic height is computed by dividing the NAVD 88
 PW0244.geopotential number by the normal gravity value computed on the
 PW0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0244.degrees latitude (g = 980.6199 gals.).
 PW0244
 PW0244.The modeled gravity was interpolated from observed gravity values.
 PW0244
 PW0244;                    North         East    Units  Estimated Accuracy
 PW0244;SPC WYEC     -   578,570.      398,970.      MT  (+/- 180 meters Scaled)
 PW0244
 PW0244                          SUPERSEDED SURVEY CONTROL
 PW0244
 PW0244  NGVD 29 (??/??/92) 2111.434  (m)         6927.26   (f) ADJ UNCH    2 0
 PW0244
 PW0244.Superseded values are not recommended for survey control.
 PW0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0244.See file dsdata.txt to determine how the superseded data were derived.
 PW0244
 PW0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK144643(NAD 83)
 PW0244_MARKER: DD = SURVEY DISK
 PW0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0244_SP_SET: CULVERT
 PW0244_STAMPING: 6927.70 59
 PW0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0244
 PW0244  HISTORY     - Date     Condition        Report By
 PW0244  HISTORY     - UNK      MONUMENTED       BPR
 PW0244  HISTORY     - 1966     GOOD             NGS
 PW0244
 PW0244                          STATION DESCRIPTION
 PW0244
 PW0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0244'11.9 MI SW FROM DAYTON.
 PW0244'11.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0244'DAYTON, IN THE TOP AND 0.7 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 PW0244'NORTHWEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 25 FEET
 PW0244'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET
 PW0244'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0155 ***********************************************************************
 OW0155  DESIGNATION -  6931
 OW0155  PID         -  OW0155
 OW0155  STATE/COUNTY-  WY/FREMONT
 OW0155  USGS QUAD   -  DUBOIS (1991)
 OW0155
 OW0155                         *CURRENT SURVEY CONTROL
 OW0155  ___________________________________________________________________
 OW0155* NAD 83(1986)-  43 32 03.     (N)    109 38 03.     (W)     SCALED    
 OW0155* NAVD 88     -      2116.341  (meters)    6943.36   (feet)  ADJUSTED  
 OW0155  ___________________________________________________________________
 OW0155  GEOID HEIGHT-          -8.00  (meters)                     GEOID03
 OW0155  DYNAMIC HT  -        2114.887 (meters)    6938.59  (feet)  COMP
 OW0155  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 OW0155
 OW0155  VERT ORDER  -  SECOND    CLASS 0
 OW0155
 OW0155.The horizontal coordinates were scaled from a topographic map and have
 OW0155.an estimated accuracy of +/- 6 seconds.
 OW0155
 OW0155.The orthometric height was determined by differential leveling
 OW0155.and adjusted by the National Geodetic Survey in June 1991..
 OW0155
 OW0155.The geoid height was determined by GEOID03.
 OW0155
 OW0155.The dynamic height is computed by dividing the NAVD 88
 OW0155.geopotential number by the normal gravity value computed on the
 OW0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0155.degrees latitude (g = 980.6199 gals.).
 OW0155
 OW0155.The modeled gravity was interpolated from observed gravity values.
 OW0155
 OW0155;                    North         East    Units  Estimated Accuracy
 OW0155;SPC WYWC     -   337,380.      528,540.      MT  (+/- 180 meters Scaled)
 OW0155
 OW0155                          SUPERSEDED SURVEY CONTROL
 OW0155
 OW0155  NGVD 29 (??/??/92) 2115.16   (m)         6939.5    (f) COMPUTED    2 0
 OW0155
 OW0155.Superseded values are not recommended for survey control.
 OW0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0155.See file dsdata.txt to determine how the superseded data were derived.
 OW0155
 OW0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP103210(NAD 83)
 OW0155_MARKER: DD = SURVEY DISK
 OW0155_SETTING: 66 = SET IN ROCK OUTCROP
 OW0155_SP_SET: ROCK CLIFF
 OW0155_STAMPING: 6931 RED LODGE
 OW0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0155+STABILITY: POSITION/ELEVATION WELL
 OW0155
 OW0155  HISTORY     - Date     Condition        Report By
 OW0155  HISTORY     - UNK      MONUMENTED       USGS
 OW0155  HISTORY     - 1934     GOOD             NGS
 OW0155
 OW0155                          STATION DESCRIPTION
 OW0155
 OW0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OW0155'IN DUBOIS.
 OW0155'AT DUBOIS, FREMONT COUNTY, ON U.S. HIGHWAY 287, 39.8 FEET NORTH OF THE
 OW0155'NORTHEAST CORNER OF THE OLD DANCE HALL, 145.6 FEET WEST OF THE CENTER
 OW0155'LINE OF A SIDE ROAD, 144.5 FEET NORTH OF THE CENTER LINE OF THE
 OW0155'HIGHWAY, IN A SANDSTONE CLIFF, AND ABOUT 25.0 FEET HIGHER THAN THE
 OW0155'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 OW0155'6931 RED LODGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0447 ***********************************************************************
 MO0447  DESIGNATION -  6945
 MO0447  PID         -  MO0447
 MO0447  STATE/COUNTY-  WY/LARAMIE
 MO0447  USGS QUAD   -  EMKAY (1978)
 MO0447
 MO0447                         *CURRENT SURVEY CONTROL
 MO0447  ___________________________________________________________________
 MO0447* NAD 83(1986)-  41 05 26.     (N)    105 04 28.     (W)     SCALED    
 MO0447* NAVD 88     -      2117.325  (meters)    6946.59   (feet)  ADJUSTED  
 MO0447  ___________________________________________________________________
 MO0447  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 MO0447  DYNAMIC HT  -        2115.427 (meters)    6940.36  (feet)  COMP
 MO0447  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 MO0447
 MO0447  VERT ORDER  -  FIRST     CLASS II
 MO0447
 MO0447.The horizontal coordinates were scaled from a topographic map and have
 MO0447.an estimated accuracy of +/- 6 seconds.
 MO0447
 MO0447.The orthometric height was determined by differential leveling
 MO0447.and adjusted by the National Geodetic Survey in June 1991..
 MO0447
 MO0447.The geoid height was determined by GEOID03.
 MO0447
 MO0447.The dynamic height is computed by dividing the NAVD 88
 MO0447.geopotential number by the normal gravity value computed on the
 MO0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0447.degrees latitude (g = 980.6199 gals.).
 MO0447
 MO0447.The modeled gravity was interpolated from observed gravity values.
 MO0447
 MO0447;                    North         East    Units  Estimated Accuracy
 MO0447;SPC WY E     -    65,580.      207,750.      MT  (+/- 180 meters Scaled)
 MO0447
 MO0447                          SUPERSEDED SURVEY CONTROL
 MO0447
 MO0447  NGVD 29 (06/08/92) 2116.247  (m)         6943.05   (f) ADJUSTED    1 2
 MO0447
 MO0447.Superseded values are not recommended for survey control.
 MO0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0447.See file dsdata.txt to determine how the superseded data were derived.
 MO0447
 MO0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF937488(NAD 83)
 MO0447_MARKER: P = PIPE CAP
 MO0447_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MO0447_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MO0447_STAMPING: 6945 DENVER
 MO0447_MARK LOGO: USGS  
 MO0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0447
 MO0447  HISTORY     - Date     Condition        Report By
 MO0447  HISTORY     - UNK      MONUMENTED       USGS
 MO0447  HISTORY     - 1956     GOOD             NGS
 MO0447  HISTORY     - 1983     GOOD             NGS
 MO0447  HISTORY     - 1985     GOOD             DMA
 MO0447
 MO0447                          STATION DESCRIPTION
 MO0447
 MO0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0447'AT OTTO.
 MO0447'AT OTTO, 119.5 FEET SOUTHWEST OF THE UNION PACIFIC RAILROAD
 MO0447'STATION SIGN AT OTTO, 100 FEET SOUTH OF THE SOUTH RAIL OF THE
 MO0447'SOUTH TRACK, 42 FEET SOUTHEAST OF THE 5TH POLE EAST OF MILEPOST
 MO0447'524, 1 FOOT EAST OF A WITNESS POST, RIVETED ON THE TOP OF A
 MO0447'3 1/2 INCH IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 MO0447'IN THE SOUTHWEST 1/4 OF SECTION 13, TOWNSHIP 13 NORTH, RANGE
 MO0447'69 WEST.
 MO0447
 MO0447                          STATION RECOVERY (1983)
 MO0447
 MO0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0447'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0447'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0447'80 IN CHEYENNE, THENCE 23.6 KM (14.65 MI) WESTERLY ALONG THE UNION
 MO0447'PACIFIC RAILROAD.
 MO0447
 MO0447                          STATION RECOVERY (1985)
 MO0447
 MO0447'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1025 ***********************************************************************
 PY1025  DESIGNATION -  6964.69
 PY1025  PID         -  PY1025
 PY1025  STATE/COUNTY-  WY/PARK
 PY1025  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1025
 PY1025                         *CURRENT SURVEY CONTROL
 PY1025  ___________________________________________________________________
 PY1025* NAD 83(1986)-  44 57 18.     (N)    110 30 02.     (W)     SCALED    
 PY1025* NAVD 88     -      2124.262  (meters)    6969.35   (feet)  ADJUSTED  
 PY1025  ___________________________________________________________________
 PY1025  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY1025  DYNAMIC HT  -        2123.092 (meters)    6965.51  (feet)  COMP
 PY1025  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 PY1025
 PY1025  VERT ORDER  -  FIRST     CLASS II
 PY1025
 PY1025.The horizontal coordinates were scaled from a topographic map and have
 PY1025.an estimated accuracy of +/- 6 seconds.
 PY1025
 PY1025.The orthometric height was determined by differential leveling
 PY1025.and adjusted by the National Geodetic Survey in June 1991..
 PY1025
 PY1025.The geoid height was determined by GEOID03.
 PY1025
 PY1025.The dynamic height is computed by dividing the NAVD 88
 PY1025.geopotential number by the normal gravity value computed on the
 PY1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1025.degrees latitude (g = 980.6199 gals.).
 PY1025
 PY1025.The modeled gravity was interpolated from observed gravity values.
 PY1025
 PY1025;                    North         East    Units  Estimated Accuracy
 PY1025;SPC WYWC     -   496,360.      461,880.      MT  (+/- 180 meters Scaled)
 PY1025
 PY1025                          SUPERSEDED SURVEY CONTROL
 PY1025
 PY1025  NGVD 29 (08/20/92) 2123.004  (m)         6965.22   (f) ADJUSTED    1 2
 PY1025
 PY1025.Superseded values are not recommended for survey control.
 PY1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1025.See file dsdata.txt to determine how the superseded data were derived.
 PY1025
 PY1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ393780(NAD 83)
 PY1025_MARKER: DB = BENCH MARK DISK
 PY1025_SETTING: 80 = SET IN A BOULDER
 PY1025_SP_SET: BOULDER
 PY1025_STAMPING: 6964.69 34
 PY1025_MARK LOGO: BPR   
 PY1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1025+STABILITY: SURFACE MOTION
 PY1025
 PY1025  HISTORY     - Date     Condition        Report By
 PY1025  HISTORY     - 1934     MONUMENTED       BPR
 PY1025  HISTORY     - 1987     GOOD             NGS
 PY1025
 PY1025                          STATION DESCRIPTION
 PY1025
 PY1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1025'11.1 KM (6.90 MI) WEST FROM TOWER JUNCTION.
 PY1025'11.1 KM (6.90 MI) WESTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1025'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, IN THE NORTH END
 PY1025'OF A 4 BY 12 FOOT BOULDER THAT PROJECTS 16-INCHES ABOVE THE GROUND
 PY1025'SURFACE, 60.0 M (196.8 FT) NORTHEAST OF GEODE CREEK, 14.4 M (47.2 FT)
 PY1025'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6 FT)
 PY1025'SOUTHEAST OF A METAL POST.
 PY1025'THE MARK IS 3.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0156 ***********************************************************************
 MQ0156  DESIGNATION -  6974
 MQ0156  PID         -  MQ0156
 MQ0156  STATE/COUNTY-  WY/SWEETWATER
 MQ0156  USGS QUAD   -  WHITE ROCKS (1968)
 MQ0156
 MQ0156                         *CURRENT SURVEY CONTROL
 MQ0156  ___________________________________________________________________
 MQ0156* NAD 83(1986)-  41 56 01.     (N)    109 20 35.     (W)     SCALED    
 MQ0156* NAVD 88     -      2129.925  (meters)    6987.93   (feet)  ADJUSTED  
 MQ0156  ___________________________________________________________________
 MQ0156  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 MQ0156  DYNAMIC HT  -        2128.129 (meters)    6982.04  (feet)  COMP
 MQ0156  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 MQ0156
 MQ0156  VERT ORDER  -  FIRST     CLASS II
 MQ0156
 MQ0156.The horizontal coordinates were scaled from a topographic map and have
 MQ0156.an estimated accuracy of +/- 6 seconds.
 MQ0156
 MQ0156.The orthometric height was determined by differential leveling
 MQ0156.and adjusted by the National Geodetic Survey in June 1991..
 MQ0156
 MQ0156.The geoid height was determined by GEOID03.
 MQ0156
 MQ0156.The dynamic height is computed by dividing the NAVD 88
 MQ0156.geopotential number by the normal gravity value computed on the
 MQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0156.degrees latitude (g = 980.6199 gals.).
 MQ0156
 MQ0156.The modeled gravity was interpolated from observed gravity values.
 MQ0156
 MQ0156;                    North         East    Units  Estimated Accuracy
 MQ0156;SPC WYWC     -   159,370.      550,820.      MT  (+/- 180 meters Scaled)
 MQ0156
 MQ0156                          SUPERSEDED SURVEY CONTROL
 MQ0156
 MQ0156  NGVD 29 (??/??/92) 2128.642  (m)         6983.72   (f) ADJ UNCH    1 2
 MQ0156
 MQ0156.Superseded values are not recommended for survey control.
 MQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0156.See file dsdata.txt to determine how the superseded data were derived.
 MQ0156
 MQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM373437(NAD 83)
 MQ0156_MARKER: P = PIPE CAP
 MQ0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0156_STAMPING: 6974 RL
 MQ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0156
 MQ0156  HISTORY     - Date     Condition        Report By
 MQ0156  HISTORY     - UNK      MONUMENTED       USGS
 MQ0156  HISTORY     - 1933     GOOD             NGS
 MQ0156
 MQ0156                          STATION DESCRIPTION
 MQ0156
 MQ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MQ0156'10.0 MI S FROM EDEN.
 MQ0156'10.0 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM EDEN, SWEETWATER COUNTY,
 MQ0156'125 FEET SOUTHWEST OF A FORK OF THE ROAD, 52 FEET EAST OF A ROW OF
 MQ0156'POLES, AND 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED
 MQ0156'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6974 RL AND RIVETED ON
 MQ0156'THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1070 ***********************************************************************
 PY1070  DESIGNATION -  6980.95
 PY1070  PID         -  PY1070
 PY1070  STATE/COUNTY-  WY/PARK
 PY1070  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1070
 PY1070                         *CURRENT SURVEY CONTROL
 PY1070  ___________________________________________________________________
 PY1070* NAD 83(1986)-  44 55 40.     (N)    110 05 15.     (W)     SCALED    
 PY1070* NAVD 88     -      2129.799  (meters)    6987.52   (feet)  ADJUSTED  
 PY1070  ___________________________________________________________________
 PY1070  GEOID HEIGHT-          -7.67  (meters)                     GEOID03
 PY1070  DYNAMIC HT  -        2128.625 (meters)    6983.66  (feet)  COMP
 PY1070  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 PY1070
 PY1070  VERT ORDER  -  FIRST     CLASS II
 PY1070
 PY1070.The horizontal coordinates were scaled from a topographic map and have
 PY1070.an estimated accuracy of +/- 6 seconds.
 PY1070
 PY1070.The orthometric height was determined by differential leveling
 PY1070.and adjusted by the National Geodetic Survey in June 1991..
 PY1070
 PY1070.The geoid height was determined by GEOID03.
 PY1070
 PY1070.The dynamic height is computed by dividing the NAVD 88
 PY1070.geopotential number by the normal gravity value computed on the
 PY1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1070.degrees latitude (g = 980.6199 gals.).
 PY1070
 PY1070.The modeled gravity was interpolated from observed gravity values.
 PY1070
 PY1070;                    North         East    Units  Estimated Accuracy
 PY1070;SPC WYWC     -   492,710.      494,420.      MT  (+/- 180 meters Scaled)
 PY1070
 PY1070                          SUPERSEDED SURVEY CONTROL
 PY1070
 PY1070  NGVD 29 (08/20/92) 2128.547  (m)         6983.41   (f) ADJUSTED    1 2
 PY1070
 PY1070.Superseded values are not recommended for survey control.
 PY1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1070.See file dsdata.txt to determine how the superseded data were derived.
 PY1070
 PY1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ720753(NAD 83)
 PY1070_MARKER: DB = BENCH MARK DISK
 PY1070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1070_SP_SET: HEADWALL
 PY1070_STAMPING: 6980.95 8 1
 PY1070_MARK LOGO: BPR   
 PY1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1070+STABILITY: SURFACE MOTION
 PY1070
 PY1070  HISTORY     - Date     Condition        Report By
 PY1070  HISTORY     - UNK      MONUMENTED       BPR
 PY1070  HISTORY     - 1987     GOOD             NGS
 PY1070
 PY1070                          STATION DESCRIPTION
 PY1070
 PY1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1070'13.8 KM (8.60 MI) SW FROM SILVER GATE.
 PY1070'13.8 KM (8.60 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1070'FROM THE PARK ENTRANCE IN SILVER GATE, IN TOP OF AND 0.6 M (2.0 FT)
 PY1070'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A STONE
 PY1070'CCULVERT, AND 5.1 M (16.7 FT) NORTHWEST OF THE CENTERLINE OF THE
 PY1070'HIGHWAY.
 PY1070'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0155 ***********************************************************************
 MQ0155  DESIGNATION -  6992
 MQ0155  PID         -  MQ0155
 MQ0155  STATE/COUNTY-  WY/SWEETWATER
 MQ0155  USGS QUAD   -  WHITE ROCKS (1968)
 MQ0155
 MQ0155                         *CURRENT SURVEY CONTROL
 MQ0155  ___________________________________________________________________
 MQ0155* NAD 83(1986)-  41 54 03.     (N)    109 20 34.     (W)     SCALED    
 MQ0155* NAVD 88     -      2135.338  (meters)    7005.69   (feet)  ADJUSTED  
 MQ0155  ___________________________________________________________________
 MQ0155  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MQ0155  DYNAMIC HT  -        2133.537 (meters)    6999.78  (feet)  COMP
 MQ0155  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 MQ0155
 MQ0155  VERT ORDER  -  FIRST     CLASS II
 MQ0155
 MQ0155.The horizontal coordinates were scaled from a topographic map and have
 MQ0155.an estimated accuracy of +/- 6 seconds.
 MQ0155
 MQ0155.The orthometric height was determined by differential leveling
 MQ0155.and adjusted by the National Geodetic Survey in June 1991..
 MQ0155
 MQ0155.The geoid height was determined by GEOID03.
 MQ0155
 MQ0155.The dynamic height is computed by dividing the NAVD 88
 MQ0155.geopotential number by the normal gravity value computed on the
 MQ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0155.degrees latitude (g = 980.6199 gals.).
 MQ0155
 MQ0155.The modeled gravity was interpolated from observed gravity values.
 MQ0155
 MQ0155;                    North         East    Units  Estimated Accuracy
 MQ0155;SPC WYWC     -   155,730.      550,820.      MT  (+/- 180 meters Scaled)
 MQ0155
 MQ0155                          SUPERSEDED SURVEY CONTROL
 MQ0155
 MQ0155  NGVD 29 (??/??/92) 2134.057  (m)         7001.49   (f) ADJ UNCH    1 2
 MQ0155
 MQ0155.Superseded values are not recommended for survey control.
 MQ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0155.See file dsdata.txt to determine how the superseded data were derived.
 MQ0155
 MQ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM374400(NAD 83)
 MQ0155_MARKER: P = PIPE CAP
 MQ0155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0155_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0155_STAMPING: 6992 RL
 MQ0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0155
 MQ0155  HISTORY     - Date     Condition        Report By
 MQ0155  HISTORY     - UNK      MONUMENTED       USGS
 MQ0155  HISTORY     - 1933     GOOD             NGS
 MQ0155  HISTORY     - 1959     POOR             NGS
 MQ0155
 MQ0155                          STATION DESCRIPTION
 MQ0155
 MQ0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MQ0155'12.2 MI S FROM EDEN.
 MQ0155'12.2 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM EDEN, SWEETWATER COUNTY,
 MQ0155'AT THE WELLS, AND AT THE SOUTHWEST CORNER OF THE JAYCOX HOUSE.  A
 MQ0155'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6992 RL AND
 MQ0155'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 MQ0155
 MQ0155                          STATION RECOVERY (1959)
 MQ0155
 MQ0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MQ0155'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1264 ***********************************************************************
 MO1264  DESIGNATION -  7
 MO1264  PID         -  MO1264
 MO1264  STATE/COUNTY-  WY/ALBANY
 MO1264  USGS QUAD   -  BAMFORTH LAKE (1978)
 MO1264
 MO1264                         *CURRENT SURVEY CONTROL
 MO1264  ___________________________________________________________________
 MO1264* NAD 83(1993)-  41 24 37.20136(N)    105 39 13.31317(W)     ADJUSTED  
 MO1264* NAVD 88     -      2174.32   (+/-2cm)    7133.6    (feet)  VERTCON   
 MO1264  ___________________________________________________________________
 MO1264  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 MO1264  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO1264
 MO1264  HORZ ORDER  -  SECOND
 MO1264  VERT ORDER  -  THIRD ? (See Below)
 MO1264
 MO1264.The horizontal coordinates were established by classical geodetic methods
 MO1264.and adjusted by the National Geodetic Survey in January 1997..
 MO1264
 MO1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1264.The vertical order pertains to the NGVD 29 superseded value.
 MO1264
 MO1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1264
 MO1264.The geoid height was determined by GEOID03.
 MO1264
 MO1264;                    North         East     Units Scale Factor Converg.
 MO1264;SPC WY E     -   101,203.484   159,281.182   MT  0.99995790   -0 19 19.7
 MO1264;UTM  13      - 4,584,515.782   445,365.205   MT  0.99963673   -0 25 56.6
 MO1264
 MO1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1264!SPC WY E     -   0.99966087  x   0.99995790  =   0.99961878
 MO1264!UTM  13      -   0.99966087  x   0.99963673  =   0.99929772
 MO1264
 MO1264|---------------------------------------------------------------------|
 MO1264| PID    Reference Object                     Distance      Geod. Az  |
 MO1264|                                                           dddmmss.s |
 MO1264| CP9456 7 RM 1                                7.860 METERS 00107     |
 MO1264| CP9455 7 AZ MK                                            1781845.4 |
 MO1264| CP9457 7 RM 2                               13.415 METERS 18243     |
 MO1264|---------------------------------------------------------------------|
 MO1264
 MO1264                          SUPERSEDED SURVEY CONTROL
 MO1264
 MO1264  NAD 83(1986)-  41 24 37.18616(N)    105 39 13.31553(W) AD(       ) 2
 MO1264  NAD 27      -  41 24 37.27400(N)    105 39 11.34600(W) AD(       ) 2
 MO1264  NGVD 29 (07/19/86) 2173.28   (m)         7130.2    (f) LEVELING    3  
 MO1264
 MO1264.Superseded values are not recommended for survey control.
 MO1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1264.See file dsdata.txt to determine how the superseded data were derived.
 MO1264
 MO1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4536584516(NAD 83)
 MO1264_MARKER: DD = SURVEY DISK
 MO1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1264
 MO1264  HISTORY     - Date     Condition        Report By
 MO1264  HISTORY     - 1948     MONUMENTED       WYGS
 MO1264
 MO1264                          STATION DESCRIPTION
 MO1264
 MO1264'DESCRIBED BY WYOMING GEODETIC SURVEY 1948 (DHK)
 MO1264'THE STATION IS LOCATED ABOUT 9.5 MILES NORTHWEST OF LARAMIE, IN THE
 MO1264'SOUTHWEST CORNER SEC. 25, T. 17 N., R. 74 W., 25 PACES
 MO1264'SOUTHEAST OF A CATTLE GUARD, 24 PACES SOUTH OF A FENCE CORNER, 29
 MO1264'PACES NORTH OF A T FENCE CORNER, 14 PACES EAST OF THE CENTER
 MO1264'LINE OF ROAD, 9 FEET NORTH OF A 4 X 4 WITNESS POST, 3 FEET
 MO1264'EAST OF A FENCE LINE, A U.S. COAST AND GEODETIC SURVEY AND STATE
 MO1264'SURVEY DISK, SET IN TOP OF A 6 X 6 CONCRETE POST, FLUSH,
 MO1264'STAMPED, 7.
 MO1264'
 MO1264'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES HIGHER THAN THE
 MO1264'STATION, 15 PACES SOUTH OF A FENCE CORNER, 4 FEET EAST OF A FENCE
 MO1264'LINE, PROJECTS 2 INCHES, STAMPED, 7 NO 1 1948.
 MO1264'
 MO1264'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 MO1264'STATION, 14 PACES NORTH OF A T FENCE CORNER, 2 FEET EAST OF A
 MO1264'FENCE LINE, PROJECTS 4 INCHES, STAMPED, 7 NO 2 1948.
 MO1264'
 MO1264'THE AZIMUTH MARK, A U.S. COAST AND GEODETIC SURVEY AND STATE
 MO1264'SURVEY DISK, IS LOCATED ABOUT 0.15 MILE WEST OF THE MAIN
 MO1264'NORTH-SOUTH ROAD TO STATION, ABOUT 0.1 MILE EAST OF AN ABANDONED
 MO1264'HOUSE, 22 PACES WEST OF A FENCE CORNER, 14 PACES SOUTH OF THE
 MO1264'CENTER LINE OF TRACK ROAD LEADING WEST, 2 FEET NORTHWEST OF A
 MO1264'4 X 4 WITNESS POST, SET IN TOP OF A 6 X 6 CONCRETE POST, SET
 MO1264'FLUSH, STAMPED, 8.
 MO1264'
 MO1264'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAYS
 MO1264'130 AND 230 IN LARAMIE, GO WESTERLY ON STATE HIGHWAY 130 AND 230
 MO1264'FOR 2.1 MILES TO FORK.  TAKE THE RIGHT FORK, STATE HIGHWAY 130,
 MO1264'AND GO 0.5 MILE TO A ROAD RIGHT.  TURN RIGHT, NORTH, AND GO
 MO1264'3.1 MILES TO A FORK JUST AFTER CROSSING A WOODEN BRIDGE OVER
 MO1264'AN IRRIGATION DITCH.  TAKE THE RIGHT FORK, MAIN GRADED ROAD,
 MO1264'AND CONTINUE NORTH FOR 0.8 MILE TO A FORK, A TRACK ROAD
 MO1264'CONTINUES STRAIGHT AHEAD AND THE MAIN ROAD TURNS LEFT.  TURN
 MO1264'LEFT AND GO 2.2 MILES TO A SECTION LINE ROAD LEFT, WEST (AT
 MO1264'THIS POINT TURN LEFT AND GO 0.15 MILE TO THE AZIMUTH MARK
 MO1264'AS DESCRIBED ABOVE).  TO REACH STATION CONTINUE NORTH ON
 MO1264'MAIN GRADED ROAD FOR 1.1 MILE TO A CATTLE GUARD AND STATION
 MO1264'SITE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0266 ***********************************************************************
 MQ0266  DESIGNATION -  7 BE
 MQ0266  PID         -  MQ0266
 MQ0266  STATE/COUNTY-  WY/SWEETWATER
 MQ0266  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0266
 MQ0266                         *CURRENT SURVEY CONTROL
 MQ0266  ___________________________________________________________________
 MQ0266* NAD 83(1986)-  41 32 38.     (N)    109 51 33.     (W)     SCALED    
 MQ0266* NAVD 88     -      1960.149  (meters)    6430.92   (feet)  ADJUSTED  
 MQ0266  ___________________________________________________________________
 MQ0266  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 MQ0266  DYNAMIC HT  -        1958.454 (meters)    6425.36  (feet)  COMP
 MQ0266  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 MQ0266
 MQ0266  VERT ORDER  -  FIRST     CLASS II
 MQ0266
 MQ0266.The horizontal coordinates were scaled from a topographic map and have
 MQ0266.an estimated accuracy of +/- 6 seconds.
 MQ0266
 MQ0266.The orthometric height was determined by differential leveling
 MQ0266.and adjusted by the National Geodetic Survey in June 1991..
 MQ0266.WARNING-Repeat measurements at this control monument indicate possible
 MQ0266.vertical movement.
 MQ0266
 MQ0266.The geoid height was determined by GEOID03.
 MQ0266
 MQ0266.The dynamic height is computed by dividing the NAVD 88
 MQ0266.geopotential number by the normal gravity value computed on the
 MQ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0266.degrees latitude (g = 980.6199 gals.).
 MQ0266
 MQ0266.The modeled gravity was interpolated from observed gravity values.
 MQ0266
 MQ0266;                    North         East    Units  Estimated Accuracy
 MQ0266;SPC WYWC     -   116,520.      507,460.      MT  (+/- 180 meters Scaled)
 MQ0266
 MQ0266                          SUPERSEDED SURVEY CONTROL
 MQ0266
 MQ0266  NGVD 29 (06/08/92) 1958.838  (m)         6426.62   (f) ADJUSTED    1 2
 MQ0266
 MQ0266.Superseded values are not recommended for survey control.
 MQ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0266.See file dsdata.txt to determine how the superseded data were derived.
 MQ0266
 MQ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL951997(NAD 83)
 MQ0266_MARKER: DD = SURVEY DISK
 MQ0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0266_SP_SET: FOUNDATION
 MQ0266_STAMPING: 7 B E 1958
 MQ0266_MARK LOGO: USGS  
 MQ0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0266
 MQ0266  HISTORY     - Date     Condition        Report By
 MQ0266  HISTORY     - 1958     MONUMENTED       USGS
 MQ0266  HISTORY     - 1958     GOOD             NGS
 MQ0266  HISTORY     - 1961     GOOD             NGS
 MQ0266  HISTORY     - 1983     GOOD             NGS
 MQ0266
 MQ0266                          STATION DESCRIPTION
 MQ0266
 MQ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0266'7.4 MI E FROM GRANGER.
 MQ0266'ABOUT 2.75 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0266'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 2.2 MILES SOUTHEAST
 MQ0266'ALONG U. S. HIGHWAY 30 N, THENCE ABOUT 2.45 MILES EAST ALONG U. S.
 MQ0266'HIGHWAY 30, 158 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 MQ0266'TOP OF THE SOUTH END OF THE CONCRETE FOUNDATION SUPPORTING A LARGE
 MQ0266'SIGN, AT LITTLE AMERICA, 50 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 MQ0266'MAIN BUILDING, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 MQ0266
 MQ0266                          STATION RECOVERY (1961)
 MQ0266
 MQ0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MQ0266'RECOVERED IN GOOD CONDITION.
 MQ0266
 MQ0266                          STATION RECOVERY (1983)
 MQ0266
 MQ0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0266'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0266'EXCEPTION THAT 6426 IS PART OF THE STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0596 ***********************************************************************
 PV0596  DESIGNATION -  7 GRS
 PV0596  PID         -  PV0596
 PV0596  STATE/COUNTY-  WY/CAMPBELL
 PV0596  USGS QUAD   -  SPOTTED HORSE (1971)
 PV0596
 PV0596                         *CURRENT SURVEY CONTROL
 PV0596  ___________________________________________________________________
 PV0596* NAD 83(1986)-  44 42 48.     (N)    105 51 22.     (W)     SCALED    
 PV0596* NAVD 88     -      1206.782  (meters)    3959.25   (feet)  POSTED    
 PV0596  ___________________________________________________________________
 PV0596  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 PV0596  DYNAMIC HT  -        1206.370 (meters)    3957.90  (feet)  COMP
 PV0596  MODELED GRAV-     980,232.8   (mgal)                       NAVD 88
 PV0596
 PV0596  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0596
 PV0596.The horizontal coordinates were scaled from a topographic map and have
 PV0596.an estimated accuracy of +/- 6 seconds.
 PV0596
 PV0596.The orthometric height was determined by differential leveling
 PV0596.and adjusted by the National Geodetic Survey in 1992..
 PV0596.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0596.rate of 0.0 thru 1.0 mm/km.
 PV0596
 PV0596.The geoid height was determined by GEOID03.
 PV0596
 PV0596.The dynamic height is computed by dividing the NAVD 88
 PV0596.geopotential number by the normal gravity value computed on the
 PV0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0596.degrees latitude (g = 980.6199 gals.).
 PV0596
 PV0596.The modeled gravity was interpolated from observed gravity values.
 PV0596
 PV0596;                    North         East    Units  Estimated Accuracy
 PV0596;SPC WY E     -   468,240.      145,370.      MT  (+/- 180 meters Scaled)
 PV0596
 PV0596                          SUPERSEDED SURVEY CONTROL
 PV0596
 PV0596.No superseded survey control is available for this station.
 PV0596
 PV0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK321514(NAD 83)
 PV0596_MARKER: DB = BENCH MARK DISK
 PV0596_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0596_SP_SET: COPPER-CLAD STEEL ROD
 PV0596_STAMPING: 7 GRS 1971
 PV0596_MARK LOGO: USGS  
 PV0596_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0596+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0596
 PV0596  HISTORY     - Date     Condition        Report By
 PV0596  HISTORY     - 1971     MONUMENTED       USGS
 PV0596
 PV0596                          STATION DESCRIPTION
 PV0596
 PV0596'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0596'FROM THE ARVADA, WYOMING POST OFFICE, PROCEED 3.2 MILES NORTH ALONG
 PV0596'STATE HIGHWAY 341 TO THE JUNCTION WITH U.S. HIGHWAY 14 AND 16,
 PV0596'THENCE 14.3 MILES EAST ALONG U.S. HIGHWAY 14 AND 16, 56 FEET NORTH
 PV0596'OF AND 2 FEET LOWER THAN A Y-JUNCTION, 13 FEET EAST OF THE CENTER OF
 PV0596'THE CATTLE GUARD, 2 FEET NORTH OF THE FENCE LINE, 2 FEET WEST OF A
 PV0596'WITNESS POST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 PV0596'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0845 ***********************************************************************
 MR0845  DESIGNATION -  7 GWM
 MR0845  PID         -  MR0845
 MR0845  STATE/COUNTY-  WY/LINCOLN
 MR0845  USGS QUAD   -  KEMMERER RESERVOIR (1985)
 MR0845
 MR0845                         *CURRENT SURVEY CONTROL
 MR0845  ___________________________________________________________________
 MR0845* NAD 83(1993)-  41 56 01.02549(N)    110 44 38.12416(W)     ADJUSTED  
 MR0845* NAVD 88     -      2380.39   (+/-2cm)    7809.7    (feet)  VERTCON   
 MR0845  ___________________________________________________________________
 MR0845  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MR0845  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 MR0845
 MR0845  HORZ ORDER  -  THIRD
 MR0845  VERT ORDER  -  THIRD ? (See Below)
 MR0845
 MR0845.The horizontal coordinates were established by classical geodetic methods
 MR0845.and adjusted by the National Geodetic Survey in January 1997..
 MR0845
 MR0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0845.The vertical order pertains to the NGVD 29 superseded value.
 MR0845
 MR0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0845
 MR0845.The geoid height was determined by GEOID03.
 MR0845
 MR0845;                    North         East     Units Scale Factor Converg.
 MR0845;SPC WY W     -   259,416.029   745,216.058   MT  0.99997442   -0 26 29.3
 MR0845;UTM  12      - 4,642,437.675   521,229.692   MT  0.99960555   +0 10 16.1
 MR0845
 MR0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0845!SPC WY W     -   0.99962893  x   0.99997442  =   0.99960336
 MR0845!UTM  12      -   0.99962893  x   0.99960555  =   0.99923462
 MR0845
 MR0845:                Primary Azimuth Mark                     Grid Az
 MR0845:SPC WY W     -  8479=ROCK                                295 22 08.1
 MR0845:UTM  12      -  8479=ROCK                                294 45 22.7
 MR0845
 MR0845|---------------------------------------------------------------------|
 MR0845| PID    Reference Object                     Distance      Geod. Az  |
 MR0845|                                                           dddmmss.s |
 MR0845| MR0864 8479=ROCK                           APPROX. 6.2 KM 2945538.8 |
 MR0845|---------------------------------------------------------------------|
 MR0845
 MR0845                          SUPERSEDED SURVEY CONTROL
 MR0845
 MR0845  NAD 83(1986)-  41 56 01.01634(N)    110 44 38.12144(W) AD(       ) 3
 MR0845  NAD 27      -  41 56 01.21757(N)    110 44 35.48979(W) AD(       ) 3
 MR0845  NGVD 29 (07/19/86) 2378.95   (m)         7804.9    (f) LEVELING    3  
 MR0845
 MR0845.Superseded values are not recommended for survey control.
 MR0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0845.See file dsdata.txt to determine how the superseded data were derived.
 MR0845
 MR0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM2123042438(NAD 83)
 MR0845
 MR0845  HISTORY     - Date     Condition        Report By
 MR0845  HISTORY     - 1939     MONUMENTED       USGS
 MR0845  HISTORY     - 1952     GOOD             USGS
 MR0845
 MR0845                          STATION DESCRIPTION
 MR0845
 MR0845'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 MR0845'LOCATED ABOUT 10.0 MI. N. AND 11.0 MI. W. OF KEMMERER, ON DIVIDE
 MR0845'BETWEEN HEADS OF ROBINSON CREEK AND N. FORK OF TWIN CREEK.  ABOUT 600
 MR0845'FT. SE. OF AN ASPEN GROVE, ABOUT 200 FT. NE. RD. CENTER LINE AND 220
 MR0845'FT. IN SAME DIRECTION FROM STEEP BREAK INTO NORTH FORK OF TWIN CREEK.
 MR0845'ON ROUND TOPPED, LIGHT COLORED KNOLL WHICH IS BARE EXCEPT FOR
 MR0845'STUNTED SAGE BRUSH.
 MR0845'
 MR0845'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAYS 30 NORTH AND 189
 MR0845'IN KEMMERER, DRIVE NE. ON LATTER CROSSING BRIDGE OVER OREGON SHORT
 MR0845'LINE RAILROAD, GO 1.5 MI., TURN LEFT NW. ON RD. UP HAMS FORK
 MR0845'(GRAVELED RD.) AND DRIVE 3.4 MI. TO A POINT ABOUT 300 FT. S. OF BRIDGE
 MR0845'OVER HAMS FORK, TURN LEFT HERE ON STEEP GRADE AND INCLINE TO RIGHT
 MR0845'(THIS IS LONE PINE RD. OR SOMETIMES CALLED DEMPSEY RIDGE RD.) CONTINUE
 MR0845'ON THIS RD. WHICH FOLLOWS THE COURSE OF THE RIDGE MOSTLY E. OF CREST
 MR0845'13.1 MI. TO STATION.
 MR0845'
 MR0845'RECOVERED.
 MR0845'
 MR0845'STATION MARK - STANDARD TABLET STAMPED ---GWM 7 1939 7805--- CEMENTED
 MR0845'IN TOP OF CONCRETE POST.
 MR0845'
 MR0845'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET CEMENTED IN
 MR0845'BOULDERS SET IN EARTH, STAMPED---NO.1 1942---31.87 FT. FROM STATION,
 MR0845'S 07 DEG 58 MIN E.
 MR0845'
 MR0845'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET CEMENTED IN
 MR0845'BOULDERS SET IN EARTH, STAMPED ---NO.2 1942--- 28.53 FT. FROM
 MR0845'STATION, S 80 DEG 17 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0064 ***********************************************************************
 NR0064  DESIGNATION -  7 HA
 NR0064  PID         -  NR0064
 NR0064  STATE/COUNTY-  WY/CARBON
 NR0064  USGS QUAD   -  T B RANCH (1961)
 NR0064
 NR0064                         *CURRENT SURVEY CONTROL
 NR0064  ___________________________________________________________________
 NR0064* NAD 83(1986)-  42 00 19.     (N)    106 11 09.     (W)     SCALED    
 NR0064* NAVD 88     -      2083.531  (meters)    6835.72   (feet)  ADJUSTED  
 NR0064  ___________________________________________________________________
 NR0064  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NR0064  DYNAMIC HT  -        2081.806 (meters)    6830.06  (feet)  COMP
 NR0064  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 NR0064
 NR0064  VERT ORDER  -  SECOND    CLASS 0
 NR0064
 NR0064.The horizontal coordinates were scaled from a topographic map and have
 NR0064.an estimated accuracy of +/- 6 seconds.
 NR0064
 NR0064.The orthometric height was determined by differential leveling
 NR0064.and adjusted by the National Geodetic Survey in June 1991..
 NR0064
 NR0064.The geoid height was determined by GEOID03.
 NR0064
 NR0064.The dynamic height is computed by dividing the NAVD 88
 NR0064.geopotential number by the normal gravity value computed on the
 NR0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0064.degrees latitude (g = 980.6199 gals.).
 NR0064
 NR0064.The modeled gravity was interpolated from observed gravity values.
 NR0064
 NR0064;                    North         East    Units  Estimated Accuracy
 NR0064;SPC WYEC     -   267,800.      495,060.      MT  (+/- 180 meters Scaled)
 NR0064
 NR0064                          SUPERSEDED SURVEY CONTROL
 NR0064
 NR0064  NGVD 29 (??/??/92) 2082.421  (m)         6832.08   (f) ADJ UNCH    2 0
 NR0064
 NR0064.Superseded values are not recommended for survey control.
 NR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0064.See file dsdata.txt to determine how the superseded data were derived.
 NR0064
 NR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG017510(NAD 83)
 NR0064_MARKER: DD = SURVEY DISK
 NR0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0064_STAMPING: 7 HA 1948
 NR0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0064+STABILITY: SURFACE MOTION
 NR0064
 NR0064  HISTORY     - Date     Condition        Report By
 NR0064  HISTORY     - 1948     MONUMENTED       USGS
 NR0064  HISTORY     - 1959     GOOD             NGS
 NR0064
 NR0064                          STATION DESCRIPTION
 NR0064
 NR0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0064'8.8 MI N FROM MEDICINE BOW.
 NR0064'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0064'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 8.6 MILES NORTH ALONG A
 NR0064'PAVED ROAD, 59 FEET EAST OF THE CENTER LINE OF THE ROAD, IN SECTION
 NR0064'33, R 78 W, T 24 N, ABOUT 0.25 MILE NORTH OF A CATTLE GUARD, 1.0 FOOT
 NR0064'WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 NR0064'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0177 ***********************************************************************
 OV0177  DESIGNATION -  7 JR
 OV0177  PID         -  OV0177
 OV0177  STATE/COUNTY-  WY/FREMONT
 OV0177  USGS QUAD   -  LYSITE SE (1952)
 OV0177
 OV0177                         *CURRENT SURVEY CONTROL
 OV0177  ___________________________________________________________________
 OV0177* NAD 83(1986)-  43 20 32.     (N)    107 35 50.     (W)     SCALED    
 OV0177* NAVD 88     -      1732.060  (meters)    5682.60   (feet)  ADJUSTED  
 OV0177  ___________________________________________________________________
 OV0177  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 OV0177  DYNAMIC HT  -        1730.949 (meters)    5678.96  (feet)  COMP
 OV0177  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 OV0177
 OV0177  VERT ORDER  -  SECOND    CLASS 0
 OV0177
 OV0177.The horizontal coordinates were scaled from a topographic map and have
 OV0177.an estimated accuracy of +/- 6 seconds.
 OV0177
 OV0177.The orthometric height was determined by differential leveling
 OV0177.and adjusted by the National Geodetic Survey in June 1991..
 OV0177
 OV0177.The geoid height was determined by GEOID03.
 OV0177
 OV0177.The dynamic height is computed by dividing the NAVD 88
 OV0177.geopotential number by the normal gravity value computed on the
 OV0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0177.degrees latitude (g = 980.6199 gals.).
 OV0177
 OV0177.The modeled gravity was interpolated from observed gravity values.
 OV0177
 OV0177;                    North         East    Units  Estimated Accuracy
 OV0177;SPC WYWC     -   316,320.      693,470.      MT  (+/- 180 meters Scaled)
 OV0177
 OV0177                          SUPERSEDED SURVEY CONTROL
 OV0177
 OV0177  NGVD 29 (??/??/92) 1731.046  (m)         5679.27   (f) ADJ UNCH    2 0
 OV0177
 OV0177.Superseded values are not recommended for survey control.
 OV0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0177.See file dsdata.txt to determine how the superseded data were derived.
 OV0177
 OV0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ894020(NAD 83)
 OV0177_MARKER: DD = SURVEY DISK
 OV0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0177_STAMPING: 7 JR 1950 5679
 OV0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0177+STABILITY: SURFACE MOTION
 OV0177
 OV0177  HISTORY     - Date     Condition        Report By
 OV0177  HISTORY     - 1950     MONUMENTED       USGS
 OV0177  HISTORY     - 1966     GOOD             NGS
 OV0177
 OV0177                          STATION DESCRIPTION
 OV0177
 OV0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0177'7.9 MI NE FROM LYSITE.
 OV0177'7.9 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON AND
 OV0177'QUINCY RAILROAD STATION AT LYSITE, IN THE Y FORMED BY THE JUNCTION OF
 OV0177'BADWATER ROAD EAST, 81 FEET EAST OF THE CENTER LINE OF THE ROAD, 95
 OV0177'FEET NORTH OF THE CENTER LINE OF BADWATER ROAD, 219 FEET NORTHEAST OF
 OV0177'THE CENTER OF THE JUNCTION, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 4
 OV0177'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OV0177'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0933 ***********************************************************************
 PY0933  DESIGNATION -  7 MDC
 PY0933  PID         -  PY0933
 PY0933  STATE/COUNTY-  WY/TETON
 PY0933  USGS QUAD   -  WEST THUMB (1986)
 PY0933
 PY0933                         *CURRENT SURVEY CONTROL
 PY0933  ___________________________________________________________________
 PY0933* NAD 83(1986)-  44 27 03.     (N)    110 33 49.     (W)     SCALED    
 PY0933* NAVD 88     -      2389.413  (meters)    7839.27   (feet)  ADJUSTED  
 PY0933  ___________________________________________________________________
 PY0933  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 PY0933  DYNAMIC HT  -        2387.829 (meters)    7834.07  (feet)  COMP
 PY0933  MODELED GRAV-     979,868.5   (mgal)                       NAVD 88
 PY0933
 PY0933  VERT ORDER  -  FIRST     CLASS II
 PY0933
 PY0933.The horizontal coordinates were scaled from a topographic map and have
 PY0933.an estimated accuracy of +/- 6 seconds.
 PY0933
 PY0933.The orthometric height was determined by differential leveling
 PY0933.and adjusted by the National Geodetic Survey in June 1991..
 PY0933
 PY0933.The geoid height was determined by GEOID03.
 PY0933
 PY0933.The dynamic height is computed by dividing the NAVD 88
 PY0933.geopotential number by the normal gravity value computed on the
 PY0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0933.degrees latitude (g = 980.6199 gals.).
 PY0933
 PY0933.The modeled gravity was interpolated from observed gravity values.
 PY0933
 PY0933;                    North         East    Units  Estimated Accuracy
 PY0933;SPC WY W     -   538,950.      761,770.      MT  (+/- 180 meters Scaled)
 PY0933
 PY0933                          SUPERSEDED SURVEY CONTROL
 PY0933
 PY0933  NGVD 29 (08/20/92) 2388.040  (m)         7834.76   (f) ADJUSTED    1 2
 PY0933
 PY0933.Superseded values are not recommended for survey control.
 PY0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0933.See file dsdata.txt to determine how the superseded data were derived.
 PY0933
 PY0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ347220(NAD 83)
 PY0933_MARKER: DB = BENCH MARK DISK
 PY0933_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0933_SP_SET: HEADWALL
 PY0933_STAMPING: 7 MDC 1977 7834
 PY0933_MARK LOGO: USGS  
 PY0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0933+STABILITY: SURFACE MOTION
 PY0933
 PY0933  HISTORY     - Date     Condition        Report By
 PY0933  HISTORY     - 1977     MONUMENTED       USGS
 PY0933  HISTORY     - 1987     GOOD             NGS
 PY0933
 PY0933                          STATION DESCRIPTION
 PY0933
 PY0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0933'5.5 KM (3.40 MI) NORTH FROM WEST THUMB.
 PY0933'5.5 KM (3.40 MI) NORTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0933'JUNCTION OF WEST THUMB GEYSER BASIN ENTRANCE ROAD IN WEST THUMB, IN
 PY0933'TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE EAST HEADWALL
 PY0933'OF A STONE CULVERT, AND 5.9 M (19.4 FT) EAST OF THE CENTERLINE OF THE
 PY0933'HIGHWAY.
 PY0933'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0965 ***********************************************************************
 PY0965  DESIGNATION -  7 MDC
 PY0965  PID         -  PY0965
 PY0965  STATE/COUNTY-  WY/PARK
 PY0965  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0965
 PY0965                         *CURRENT SURVEY CONTROL
 PY0965  ___________________________________________________________________
 PY0965* NAD 83(1986)-  44 42 49.     (N)    110 33 18.     (W)     SCALED    
 PY0965* NAVD 88     -      2483.463  (meters)    8147.83   (feet)  ADJUSTED  
 PY0965  ___________________________________________________________________
 PY0965  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0965  DYNAMIC HT  -        2481.854 (meters)    8142.55  (feet)  COMP
 PY0965  MODELED GRAV-     979,879.2   (mgal)                       NAVD 88
 PY0965
 PY0965  VERT ORDER  -  FIRST     CLASS II
 PY0965
 PY0965.The horizontal coordinates were scaled from a topographic map and have
 PY0965.an estimated accuracy of +/- 6 seconds.
 PY0965
 PY0965.The orthometric height was determined by differential leveling
 PY0965.and adjusted by the National Geodetic Survey in June 1991..
 PY0965.WARNING-Repeat measurements at this control monument indicate possible
 PY0965.vertical movement.
 PY0965
 PY0965.The geoid height was determined by GEOID03.
 PY0965
 PY0965.The dynamic height is computed by dividing the NAVD 88
 PY0965.geopotential number by the normal gravity value computed on the
 PY0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0965.degrees latitude (g = 980.6199 gals.).
 PY0965
 PY0965.The modeled gravity was interpolated from observed gravity values.
 PY0965
 PY0965;                    North         East    Units  Estimated Accuracy
 PY0965;SPC WYWC     -   469,630.      456,980.      MT  (+/- 180 meters Scaled)
 PY0965
 PY0965                          SUPERSEDED SURVEY CONTROL
 PY0965
 PY0965  NGVD 29 (08/20/92) 2482.082  (m)         8143.30   (f) ADJUSTED    1 2
 PY0965
 PY0965.Superseded values are not recommended for survey control.
 PY0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0965.See file dsdata.txt to determine how the superseded data were derived.
 PY0965
 PY0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ352512(NAD 83)
 PY0965_MARKER: DB = BENCH MARK DISK
 PY0965_SETTING: 66 = SET IN ROCK OUTCROP
 PY0965_SP_SET: BEDROCK
 PY0965_STAMPING: 7 MDC 1976 8143
 PY0965_MARK LOGO: USGS  
 PY0965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0965+STABILITY: POSITION/ELEVATION WELL
 PY0965
 PY0965  HISTORY     - Date     Condition        Report By
 PY0965  HISTORY     - 1976     MONUMENTED       USGS
 PY0965  HISTORY     - 1987     GOOD             NGS
 PY0965
 PY0965                          STATION DESCRIPTION
 PY0965
 PY0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0965'6.4 KM (4.00 MI) WEST FROM CANYON VILLAGE.
 PY0965'6.4 KM (4.00 MI) WESTERLY ALONG NORRIS JUNCTION HIGHWAY FROM THE
 PY0965'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR THE CENTER OF A 2
 PY0965'BY 2 FOOT LAVA OUTCROP ALONG THE SOUTH SIDE OF A SMALL DEPRESSION,
 PY0965'36.1 M (118.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.7 M
 PY0965'(51.5 FT) NORTHEAST OF THE CENTER OF A DIRT SERVICE ROAD, AND 13.0 M
 PY0965'(42.7 FT) NORTHEAST OF THE NORTHEAST END OF A PIPE BARRICADE.
 PY0965'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0351 ***********************************************************************
 PX0351  DESIGNATION -  7 MR
 PX0351  PID         -  PX0351
 PX0351  STATE/COUNTY-  WY/BIG HORN
 PX0351  USGS QUAD   -  OTTO (1951)
 PX0351
 PX0351                         *CURRENT SURVEY CONTROL
 PX0351  ___________________________________________________________________
 PX0351* NAD 83(1993)-  44 22 29.92407(N)    108 21 49.76907(W)     ADJUSTED  
 PX0351* NAVD 88     -      1310.83   (+/-2cm)    4300.6    (feet)  VERTCON   
 PX0351  ___________________________________________________________________
 PX0351  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 PX0351  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 PX0351
 PX0351  HORZ ORDER  -  THIRD
 PX0351  VERT ORDER  -  THIRD ? (See Below)
 PX0351
 PX0351.The horizontal coordinates were established by classical geodetic methods
 PX0351.and adjusted by the National Geodetic Survey in January 1997..
 PX0351
 PX0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0351.The vertical order pertains to the NGVD 29 superseded value.
 PX0351
 PX0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0351
 PX0351.The geoid height was determined by GEOID03.
 PX0351
 PX0351;                    North         East     Units Scale Factor Converg.
 PX0351;SPC WYEC     -   530,929.351   317,875.563   MT  1.00002041   -0 43 14.6
 PX0351;UTM  12      - 4,916,902.410   710,019.063   MT  1.00014247   +1 50 39.4
 PX0351
 PX0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0351!SPC WYEC     -   0.99979661  x   1.00002041  =   0.99981702
 PX0351!UTM  12      -   0.99979661  x   1.00014247  =   0.99993905
 PX0351
 PX0351:                Primary Azimuth Mark                     Grid Az
 PX0351:SPC WYEC     -  OTTO                                     207 58 56.3
 PX0351:UTM  12      -  OTTO                                     205 25 02.3
 PX0351
 PX0351|---------------------------------------------------------------------|
 PX0351| PID    Reference Object                     Distance      Geod. Az  |
 PX0351|                                                           dddmmss.s |
 PX0351| PX0356 OTTO                                APPROX. 2.0 KM 2071541.7 |
 PX0351|---------------------------------------------------------------------|
 PX0351
 PX0351                          SUPERSEDED SURVEY CONTROL
 PX0351
 PX0351  NAD 83(1986)-  44 22 29.91414(N)    108 21 49.76298(W) AD(       ) 3
 PX0351  NAD 27      -  44 22 30.07287(N)    108 21 47.36466(W) AD(       ) 3
 PX0351  NGVD 29 (07/19/86) 1309.93   (m)         4297.7    (f) LEVELING    3  
 PX0351
 PX0351.Superseded values are not recommended for survey control.
 PX0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0351.See file dsdata.txt to determine how the superseded data were derived.
 PX0351
 PX0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ1001916902(NAD 83)
 PX0351_MARKER: DB = BENCH MARK DISK
 PX0351_SETTING: 0 = UNSPECIFIED SETTING
 PX0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0351
 PX0351  HISTORY     - Date     Condition        Report By
 PX0351  HISTORY     - 1948     MONUMENTED       USGS
 PX0351
 PX0351                          STATION DESCRIPTION
 PX0351
 PX0351'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0351'OTTO 6.5 MI. SW. OF 23 FT. S. OF CENTER LINE OF RD. IN LINE WITH
 PX0351'CORNER OF E-W FENCE N., 4 FT. N. OF A FENCE LINE SW.1/4 SEC.23 T.51 N.
 PX0351'R.96 W.
 PX0351'
 PX0351'STATION MARK - STANDARD TABLET SET IN CONCRETE POST STAMPED ---7 MR
 PX0351'1948 4298---.
 PX0351'
 PX0351'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0905 ***********************************************************************
 PY0905  DESIGNATION -  7 RDS
 PY0905  PID         -  PY0905
 PY0905  STATE/COUNTY-  WY/PARK
 PY0905  USGS QUAD   -  BEACH LAKE (1986)
 PY0905
 PY0905                         *CURRENT SURVEY CONTROL
 PY0905  ___________________________________________________________________
 PY0905* NAD 83(1986)-  44 36 54.     (N)    110 31 05.     (W)     SCALED    
 PY0905* NAVD 88     -      2394.425  (meters)    7855.71   (feet)  ADJUSTED  
 PY0905  ___________________________________________________________________
 PY0905  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 PY0905  DYNAMIC HT  -        2392.844 (meters)    7850.52  (feet)  COMP
 PY0905  MODELED GRAV-     979,870.6   (mgal)                       NAVD 88
 PY0905
 PY0905  VERT ORDER  -  FIRST     CLASS II
 PY0905
 PY0905.The horizontal coordinates were scaled from a topographic map and have
 PY0905.an estimated accuracy of +/- 6 seconds.
 PY0905
 PY0905.The orthometric height was determined by differential leveling
 PY0905.and adjusted by the National Geodetic Survey in June 1991..
 PY0905
 PY0905.The geoid height was determined by GEOID03.
 PY0905
 PY0905.The dynamic height is computed by dividing the NAVD 88
 PY0905.geopotential number by the normal gravity value computed on the
 PY0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0905.degrees latitude (g = 980.6199 gals.).
 PY0905
 PY0905.The modeled gravity was interpolated from observed gravity values.
 PY0905
 PY0905;                    North         East    Units  Estimated Accuracy
 PY0905;SPC WYWC     -   458,600.      459,670.      MT  (+/- 180 meters Scaled)
 PY0905
 PY0905                          SUPERSEDED SURVEY CONTROL
 PY0905
 PY0905  NGVD 29 (08/20/92) 2393.037  (m)         7851.16   (f) ADJUSTED    1 2
 PY0905
 PY0905.Superseded values are not recommended for survey control.
 PY0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0905.See file dsdata.txt to determine how the superseded data were derived.
 PY0905
 PY0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ382402(NAD 83)
 PY0905_MARKER: DB = BENCH MARK DISK
 PY0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0905_SP_SET: CONCRETE POST
 PY0905_STAMPING: 7 RDS 1955
 PY0905_MARK LOGO: USGS  
 PY0905_PROJECTION: PROJECTING 10 CENTIMETERS
 PY0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0905+STABILITY: SURFACE MOTION
 PY0905
 PY0905  HISTORY     - Date     Condition        Report By
 PY0905  HISTORY     - 1955     MONUMENTED       USGS
 PY0905  HISTORY     - 1987     GOOD             NGS
 PY0905
 PY0905                          STATION DESCRIPTION
 PY0905
 PY0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0905'16.7 KM (10.40 MI) SW FROM CANYON JUNCTION.
 PY0905'10.9 KM (6.75 MI) SOUTH ALONG THE MAIN ROAD FROM CANYON JUNCTION,
 PY0905'THENCE 6.8 KM (4.25 MI) WESTERLY ALONG TROUT CREEK TRAIL (OLD FIRE
 PY0905'ROAD TO MARY LAKE), IN TOP OF A 5-INCH CYLINDRICAL CONCRETE MONUMENT
 PY0905'AT THE CREST OF A LOW RIDGE, 279.0 M (915.4 FT) SOUTHWEST ALONG THE
 PY0905'TRAIL FROM A POINT WHERE THE TRAIL CROSSES TROUT CREEK, AND 12.8 M
 PY0905'(42.0 FT) SOUTHEAST OF THE TRAIL CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0465 ***********************************************************************
 OU0465  DESIGNATION -  7 RGB
 OU0465  PID         -  OU0465
 OU0465  STATE/COUNTY-  WY/WESTON
 OU0465  USGS QUAD   -  LION CREEK (1982)
 OU0465
 OU0465                         *CURRENT SURVEY CONTROL
 OU0465  ___________________________________________________________________
 OU0465* NAD 83(1986)-  43 32 50.     (N)    105 00 01.     (W)     SCALED    
 OU0465* NAVD 88     -      1362.513  (meters)    4470.18   (feet)  POSTED    
 OU0465  ___________________________________________________________________
 OU0465  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 OU0465  DYNAMIC HT  -        1361.820 (meters)    4467.90  (feet)  COMP
 OU0465  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 OU0465
 OU0465  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0465
 OU0465.The horizontal coordinates were scaled from a topographic map and have
 OU0465.an estimated accuracy of +/- 6 seconds.
 OU0465
 OU0465.The orthometric height was determined by differential leveling
 OU0465.and adjusted by the National Geodetic Survey in 1992..
 OU0465.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0465.rate of 0.0 thru 1.0 mm/km.
 OU0465
 OU0465.The geoid height was determined by GEOID03.
 OU0465
 OU0465.The dynamic height is computed by dividing the NAVD 88
 OU0465.geopotential number by the normal gravity value computed on the
 OU0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0465.degrees latitude (g = 980.6199 gals.).
 OU0465
 OU0465.The modeled gravity was interpolated from observed gravity values.
 OU0465
 OU0465;                    North         East    Units  Estimated Accuracy
 OU0465;SPC WY E     -   338,460.      213,450.      MT  (+/- 180 meters Scaled)
 OU0465
 OU0465                          SUPERSEDED SURVEY CONTROL
 OU0465
 OU0465.No superseded survey control is available for this station.
 OU0465
 OU0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ999215(NAD 83)
 OU0465_MARKER: DB = BENCH MARK DISK
 OU0465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0465_SP_SET: COPPER-CLAD STEEL ROD
 OU0465_STAMPING: 7 RGB 1971
 OU0465_MARK LOGO: USGS  
 OU0465_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0465+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0465
 OU0465  HISTORY     - Date     Condition        Report By
 OU0465  HISTORY     - 1971     MONUMENTED       USGS
 OU0465
 OU0465                          STATION DESCRIPTION
 OU0465
 OU0465'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0465'FROM BILL, WYOMING, PROCEED APPOXIMATELY 21 MILES NORTHEAST ALONG
 OU0465'DULL CENTER ROAD, THENCE 6.0 MILES NORTH ALONG ROCHELLE HILLS ROAD,
 OU0465'THENCE 4.7 MILES EAST AND NORTH ALONG KEYTON ROAD TO A CREST, 34 FEET
 OU0465'EAST OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF A WITNESS SIGN,
 OU0465'SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0877 ***********************************************************************
 MR0877  DESIGNATION -  7 SC
 MR0877  PID         -  MR0877
 MR0877  STATE/COUNTY-  WY/LINCOLN
 MR0877  USGS QUAD   -  GRAHAM RESERVOIR (1980)
 MR0877
 MR0877                         *CURRENT SURVEY CONTROL
 MR0877  ___________________________________________________________________
 MR0877* NAD 83(1986)-  41 55 14.     (N)    110 15 45.     (W)     SCALED    
 MR0877* NAVD 88     -      2046.442  (meters)    6714.04   (feet)  ADJUSTED  
 MR0877  ___________________________________________________________________
 MR0877  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MR0877  DYNAMIC HT  -        2044.699 (meters)    6708.32  (feet)  COMP
 MR0877  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 MR0877
 MR0877  VERT ORDER  -  THIRD
 MR0877
 MR0877.The horizontal coordinates were scaled from a topographic map and have
 MR0877.an estimated accuracy of +/- 6 seconds.
 MR0877
 MR0877.The orthometric height was determined by differential leveling
 MR0877.and adjusted by the National Geodetic Survey in December 1993..
 MR0877
 MR0877.The geoid height was determined by GEOID03.
 MR0877
 MR0877.The dynamic height is computed by dividing the NAVD 88
 MR0877.geopotential number by the normal gravity value computed on the
 MR0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0877.degrees latitude (g = 980.6199 gals.).
 MR0877
 MR0877.The modeled gravity was interpolated from observed gravity values.
 MR0877
 MR0877;                    North         East    Units  Estimated Accuracy
 MR0877;SPC WY W     -   257,770.      785,140.      MT  (+/- 180 meters Scaled)
 MR0877
 MR0877                          SUPERSEDED SURVEY CONTROL
 MR0877
 MR0877.No superseded survey control is available for this station.
 MR0877
 MR0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM611412(NAD 83)
 MR0877_MARKER: DB = BENCH MARK DISK
 MR0877_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0877_SP_SET: COPPER-CLAD STEEL ROD
 MR0877_STAMPING: 7 SC 1969
 MR0877_MARK LOGO: USGS  
 MR0877_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0877+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0877
 MR0877  HISTORY     - Date     Condition        Report By
 MR0877  HISTORY     - 1969     MONUMENTED       USGS
 MR0877
 MR0877                          STATION DESCRIPTION
 MR0877
 MR0877'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0877'FROM OPAL, WYOMING RAILROAD STATION, PROCEED 11.8 MILES NORTH ALONG
 MR0877'STATE ROAD 1208, 380 FEET NORTH OF A DRAIN CROSSING AND 105 FEET
 MR0877'EASTERLY AND PERPENDICULAR TO THE HIGHWAY AND 2 FEET HIGHER, ENCASED
 MR0877'IN AN 8 INCH TILE AND NEAR A STEEL FENCE POST AND SIGN, SET IN A
 MR0877'COPPER-CLAD STEEL ROD DRIVEN 10.0 FEET AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0496 ***********************************************************************
 OU0496  DESIGNATION -  7 SJS
 OU0496  PID         -  OU0496
 OU0496  STATE/COUNTY-  WY/CONVERSE
 OU0496  USGS QUAD   -  COLTER DRAW (1970)
 OU0496
 OU0496                         *CURRENT SURVEY CONTROL
 OU0496  ___________________________________________________________________
 OU0496* NAD 83(1986)-  43 14 37.     (N)    105 04 44.     (W)     SCALED    
 OU0496* NAVD 88     -      1437.757  (meters)    4717.04   (feet)  ADJUSTED  
 OU0496  ___________________________________________________________________
 OU0496  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 OU0496  DYNAMIC HT  -        1436.977 (meters)    4714.48  (feet)  COMP
 OU0496  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 OU0496
 OU0496  VERT ORDER  -  THIRD
 OU0496
 OU0496.The horizontal coordinates were scaled from a topographic map and have
 OU0496.an estimated accuracy of +/- 6 seconds.
 OU0496
 OU0496.The orthometric height was determined by differential leveling
 OU0496.and adjusted by the National Geodetic Survey in December 1993..
 OU0496
 OU0496.The geoid height was determined by GEOID03.
 OU0496
 OU0496.The dynamic height is computed by dividing the NAVD 88
 OU0496.geopotential number by the normal gravity value computed on the
 OU0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0496.degrees latitude (g = 980.6199 gals.).
 OU0496
 OU0496.The modeled gravity was interpolated from observed gravity values.
 OU0496
 OU0496;                    North         East    Units  Estimated Accuracy
 OU0496;SPC WY E     -   304,720.      207,130.      MT  (+/- 180 meters Scaled)
 OU0496
 OU0496                          SUPERSEDED SURVEY CONTROL
 OU0496
 OU0496.No superseded survey control is available for this station.
 OU0496
 OU0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH935878(NAD 83)
 OU0496_MARKER: DB = BENCH MARK DISK
 OU0496_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0496+WITH SETTING: INFORMATION.
 OU0496_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0496_STAMPING: 7 SJS 1970
 OU0496_MARK LOGO: USGS  
 OU0496_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0496
 OU0496  HISTORY     - Date     Condition        Report By
 OU0496  HISTORY     - 1970     MONUMENTED       USGS
 OU0496
 OU0496                          STATION DESCRIPTION
 OU0496
 OU0496'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0496'FROM BILL, WY, PROCEED 9.4 MILES (15.1 KM) EAST ALONG ROAD TO THE
 OU0496'KETELSEN RANCH, APPROXIMATELY 1300 FEET (396.2 M) SOUTH OF THE
 OU0496'SOUTHEAST CORNER OF S.24, T.38 N., R.68 AND 69 W., 15 FEET (4.6 M)
 OU0496'NORTH OF THE CENTERLINE OF THE ROAD AT A FENCE CROSSING, 1 FOOT
 OU0496'(0.3 M) WEST OF A FENCE, ENCASED BY A 6-INCH WHITE PLASTIC PIPE,
 OU0496'PROJECTING 0.3 FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0343 ***********************************************************************
 NS0343  DESIGNATION -  7 TET
 NS0343  PID         -  NS0343
 NS0343  STATE/COUNTY-  WY/SWEETWATER
 NS0343  USGS QUAD   -  TWELVEMILE KNOLL (1980)
 NS0343
 NS0343                         *CURRENT SURVEY CONTROL
 NS0343  ___________________________________________________________________
 NS0343* NAD 83(1986)-  42 09 55.     (N)    109 39 56.     (W)     SCALED    
 NS0343* NAVD 88     -      2095.902  (meters)    6876.31   (feet)  ADJUSTED  
 NS0343  ___________________________________________________________________
 NS0343  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NS0343  DYNAMIC HT  -        2094.133 (meters)    6870.50  (feet)  COMP
 NS0343  MODELED GRAV-     979,703.2   (mgal)                       NAVD 88
 NS0343
 NS0343  VERT ORDER  -  THIRD
 NS0343
 NS0343.The horizontal coordinates were scaled from a topographic map and have
 NS0343.an estimated accuracy of +/- 6 seconds.
 NS0343
 NS0343.The orthometric height was determined by differential leveling
 NS0343.and adjusted by the National Geodetic Survey in December 1993..
 NS0343
 NS0343.The geoid height was determined by GEOID03.
 NS0343
 NS0343.The dynamic height is computed by dividing the NAVD 88
 NS0343.geopotential number by the normal gravity value computed on the
 NS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0343.degrees latitude (g = 980.6199 gals.).
 NS0343
 NS0343.The modeled gravity was interpolated from observed gravity values.
 NS0343
 NS0343;                    North         East    Units  Estimated Accuracy
 NS0343;SPC WYWC     -   185,340.      524,350.      MT  (+/- 180 meters Scaled)
 NS0343
 NS0343                          SUPERSEDED SURVEY CONTROL
 NS0343
 NS0343.No superseded survey control is available for this station.
 NS0343
 NS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM102689(NAD 83)
 NS0343_MARKER: DB = BENCH MARK DISK
 NS0343_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0343_SP_SET: COPPER-CLAD STEEL ROD
 NS0343_STAMPING: 7 TET 1968
 NS0343_MARK LOGO: USGS  
 NS0343_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0343+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0343
 NS0343  HISTORY     - Date     Condition        Report By
 NS0343  HISTORY     - 1968     MONUMENTED       USGS
 NS0343
 NS0343                          STATION DESCRIPTION
 NS0343
 NS0343'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0343'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0343'10.7 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD
 NS0343'NUMBER 4242) NEAR THE NORTHWEST 1/4 CORNER OF SECTION 11/TOWNSHIP 25
 NS0343'NORTH/RANGE 108 WEST, 30 FEET SOUTH AND 18 FEET EAST AND THE SAME
 NS0343'ELEVATION AS THE CROSSROADS INTERSECTION, 7 FEET EAST OF BLM SIGN
 NS0343'POST, SET IN COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0432 ***********************************************************************
 MO0432  DESIGNATION -  7 WEW
 MO0432  PID         -  MO0432
 MO0432  STATE/COUNTY-  WY/LARAMIE
 MO0432  USGS QUAD   -  FARTHING (1978)
 MO0432
 MO0432                         *CURRENT SURVEY CONTROL
 MO0432  ___________________________________________________________________
 MO0432* NAD 83(1986)-  41 36 43.     (N)    105 14 27.     (W)     SCALED    
 MO0432* NAVD 88     -      2181.129  (meters)    7155.92   (feet)  ADJUSTED  
 MO0432  ___________________________________________________________________
 MO0432  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 MO0432  DYNAMIC HT  -        2179.396 (meters)    7150.23  (feet)  COMP
 MO0432  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 MO0432
 MO0432  VERT ORDER  -  SECOND    CLASS 0
 MO0432
 MO0432.The horizontal coordinates were scaled from a topographic map and have
 MO0432.an estimated accuracy of +/- 6 seconds.
 MO0432
 MO0432.The orthometric height was determined by differential leveling
 MO0432.and adjusted by the National Geodetic Survey in June 1991..
 MO0432
 MO0432.The geoid height was determined by GEOID03.
 MO0432
 MO0432.The dynamic height is computed by dividing the NAVD 88
 MO0432.geopotential number by the normal gravity value computed on the
 MO0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0432.degrees latitude (g = 980.6199 gals.).
 MO0432
 MO0432.The modeled gravity was interpolated from observed gravity values.
 MO0432
 MO0432;                    North         East    Units  Estimated Accuracy
 MO0432;SPC WY E     -   123,480.      193,820.      MT  (+/- 180 meters Scaled)
 MO0432
 MO0432                          SUPERSEDED SURVEY CONTROL
 MO0432
 MO0432  NGVD 29 (??/??/92) 2180.186  (m)         7152.83   (f) ADJ UNCH    2 0
 MO0432
 MO0432.Superseded values are not recommended for survey control.
 MO0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0432.See file dsdata.txt to determine how the superseded data were derived.
 MO0432
 MO0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG799067(NAD 83)
 MO0432_MARKER: DD = SURVEY DISK
 MO0432_SETTING: 80 = SET IN A BOULDER
 MO0432_SP_SET: BOULDER
 MO0432_STAMPING: 7 WEW 1953 7152
 MO0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0432+STABILITY: SURFACE MOTION
 MO0432
 MO0432  HISTORY     - Date     Condition        Report By
 MO0432  HISTORY     - 1953     MONUMENTED       USGS
 MO0432  HISTORY     - 1966     GOOD             NGS
 MO0432
 MO0432                          STATION DESCRIPTION
 MO0432
 MO0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0432'5.4 MI NW FROM FARTHING.
 MO0432'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0432'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 3.6 MILES
 MO0432'NORTHWEST ALONG A PRIVATE ROAD, AT THE JUNCTION OF A TRACK
 MO0432'ROAD EAST, IN THE TOP OF A BOULDER PROJECTING ABOUT 1/2 FOOT,
 MO0432'146 FEET EAST OF THE CENTER LINE OF THE ROAD MEASURED FROM THE
 MO0432'CENTER OF THE JUNCTION, 37 FEET SOUTH OF THE CENTER LINE OF THE
 MO0432'ROAD EAST, 2.6 FEET EAST OF A WITNESS POST, AND ABOUT 7 FEET
 MO0432'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0693 ***********************************************************************
 MO0693  DESIGNATION -  70
 MO0693  PID         -  MO0693
 MO0693  STATE/COUNTY-  WY/ALBANY
 MO0693  USGS QUAD   -  BOSLER (1981)
 MO0693
 MO0693                         *CURRENT SURVEY CONTROL
 MO0693  ___________________________________________________________________
 MO0693* NAD 83(1986)-  41 35 20.     (N)    105 42 29.     (W)     SCALED    
 MO0693* NAVD 88     -      2160.727  (meters)    7088.99   (feet)  ADJUSTED  
 MO0693  ___________________________________________________________________
 MO0693  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 MO0693  DYNAMIC HT  -        2158.897 (meters)    7082.98  (feet)  COMP
 MO0693  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 MO0693
 MO0693  VERT ORDER  -  FIRST     CLASS II
 MO0693
 MO0693.The horizontal coordinates were scaled from a topographic map and have
 MO0693.an estimated accuracy of +/- 6 seconds.
 MO0693
 MO0693.The orthometric height was determined by differential leveling
 MO0693.and adjusted by the National Geodetic Survey in June 1991..
 MO0693
 MO0693.The geoid height was determined by GEOID03.
 MO0693
 MO0693.The dynamic height is computed by dividing the NAVD 88
 MO0693.geopotential number by the normal gravity value computed on the
 MO0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0693.degrees latitude (g = 980.6199 gals.).
 MO0693
 MO0693.The modeled gravity was interpolated from observed gravity values.
 MO0693
 MO0693;                    North         East    Units  Estimated Accuracy
 MO0693;SPC WY E     -   121,060.      154,860.      MT  (+/- 180 meters Scaled)
 MO0693
 MO0693                          SUPERSEDED SURVEY CONTROL
 MO0693
 MO0693  NGVD 29 (06/08/92) 2159.665  (m)         7085.50   (f) ADJUSTED    1 2
 MO0693
 MO0693.Superseded values are not recommended for survey control.
 MO0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0693.See file dsdata.txt to determine how the superseded data were derived.
 MO0693
 MO0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG409043(NAD 83)
 MO0693_MARKER: DB = BENCH MARK DISK
 MO0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0693_STAMPING: 70
 MO0693_MARK LOGO: CGS+SS
 MO0693_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0693+STABILITY: SURFACE MOTION
 MO0693
 MO0693  HISTORY     - Date     Condition        Report By
 MO0693  HISTORY     - UNK      MONUMENTED       WYGS
 MO0693  HISTORY     - 1947     GOOD             NGS
 MO0693  HISTORY     - 1983     GOOD             NGS
 MO0693  HISTORY     - 19990823 GOOD             WYDT
 MO0693
 MO0693                          STATION DESCRIPTION
 MO0693
 MO0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0693'1.2 MI N FROM BOSLER.
 MO0693'1.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0693'AT BOSLER, 182.0 FEET SOUTH OF RAILROAD SIGNAL 5866, 109.0 FEET
 MO0693'WEST OF THE 18TH POLE NORTH OF MILEPOST 586, 99.1 FEET SOUTHWEST
 MO0693'OF AND 2.0 FEET HIGHER THAN THE SOUTHWEST RAIL OF THE SOUTHWEST
 MO0693'TRACK, 51.4 FEET SOUTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF
 MO0693'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0693'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 MO0693
 MO0693                          STATION RECOVERY (1983)
 MO0693
 MO0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0693'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  30.3 KM
 MO0693'(18.8 MI) SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0693'IN ROCK RIVER.
 MO0693
 MO0693                          STATION RECOVERY (1999)
 MO0693
 MO0693'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0693'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION.  PHONE NUMBER
 MO0693'307-777-3819
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1072 ***********************************************************************
 PY1072  DESIGNATION -  7008.17
 PY1072  PID         -  PY1072
 PY1072  STATE/COUNTY-  WY/PARK
 PY1072  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1072
 PY1072                         *CURRENT SURVEY CONTROL
 PY1072  ___________________________________________________________________
 PY1072* NAD 83(1986)-  44 56 40.     (N)    110 04 59.     (W)     SCALED    
 PY1072* NAVD 88     -      2138.070  (meters)    7014.65   (feet)  ADJUSTED  
 PY1072  ___________________________________________________________________
 PY1072  GEOID HEIGHT-          -7.63  (meters)                     GEOID03
 PY1072  DYNAMIC HT  -        2136.887 (meters)    7010.77  (feet)  COMP
 PY1072  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 PY1072
 PY1072  VERT ORDER  -  FIRST     CLASS II
 PY1072
 PY1072.The horizontal coordinates were scaled from a topographic map and have
 PY1072.an estimated accuracy of +/- 6 seconds.
 PY1072
 PY1072.The orthometric height was determined by differential leveling
 PY1072.and adjusted by the National Geodetic Survey in June 1991..
 PY1072
 PY1072.The geoid height was determined by GEOID03.
 PY1072
 PY1072.The dynamic height is computed by dividing the NAVD 88
 PY1072.geopotential number by the normal gravity value computed on the
 PY1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1072.degrees latitude (g = 980.6199 gals.).
 PY1072
 PY1072.The modeled gravity was interpolated from observed gravity values.
 PY1072
 PY1072;                    North         East    Units  Estimated Accuracy
 PY1072;SPC WYWC     -   494,560.      494,800.      MT  (+/- 180 meters Scaled)
 PY1072
 PY1072                          SUPERSEDED SURVEY CONTROL
 PY1072
 PY1072  NGVD 29 (08/20/92) 2136.811  (m)         7010.52   (f) ADJUSTED    1 2
 PY1072
 PY1072.Superseded values are not recommended for survey control.
 PY1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1072.See file dsdata.txt to determine how the superseded data were derived.
 PY1072
 PY1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ723771(NAD 83)
 PY1072_MARKER: DB = BENCH MARK DISK
 PY1072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1072_SP_SET: HEADWALL
 PY1072_STAMPING: 7008.17 8 1
 PY1072_MARK LOGO: BPR   
 PY1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1072+STABILITY: SURFACE MOTION
 PY1072
 PY1072  HISTORY     - Date     Condition        Report By
 PY1072  HISTORY     - UNK      MONUMENTED       BPR
 PY1072  HISTORY     - 1987     GOOD             NGS
 PY1072
 PY1072                          STATION DESCRIPTION
 PY1072
 PY1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1072'11.8 KM (7.35 MI) SW FROM SILVER GATE.
 PY1072'11.8 KM (7.35 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1072'FROM THE PARK ENTRANCE IN SILVER GATE, IN TOP OF AND 1.0 M (3.3 FT)
 PY1072'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A HIGHWAY
 PY1072'BRIDGE SPANNING SODA BUTTE CREEK, AND 4.9 M (16.1 FT) NORTHWEST OF
 PY1072'THE CENTERLINE OF THE HIGHWAY.
 PY1072'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0126 ***********************************************************************
 NS0126  DESIGNATION -  7009
 NS0126  PID         -  NS0126
 NS0126  STATE/COUNTY-  WY/SUBLETTE
 NS0126  USGS QUAD   -  BOULDER LAKE (1978)
 NS0126
 NS0126                         *CURRENT SURVEY CONTROL
 NS0126  ___________________________________________________________________
 NS0126* NAD 83(1986)-  42 45 00.     (N)    109 42 53.     (W)     SCALED    
 NS0126* NAVD 88     -      2140.799  (meters)    7023.60   (feet)  ADJUSTED  
 NS0126  ___________________________________________________________________
 NS0126  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 NS0126  DYNAMIC HT  -        2139.032 (meters)    7017.81  (feet)  COMP
 NS0126  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 NS0126
 NS0126  VERT ORDER  -  FIRST     CLASS II
 NS0126
 NS0126.The horizontal coordinates were scaled from a topographic map and have
 NS0126.an estimated accuracy of +/- 6 seconds.
 NS0126
 NS0126.The orthometric height was determined by differential leveling
 NS0126.and adjusted by the National Geodetic Survey in June 1991..
 NS0126
 NS0126.The geoid height was determined by GEOID03.
 NS0126
 NS0126.The dynamic height is computed by dividing the NAVD 88
 NS0126.geopotential number by the normal gravity value computed on the
 NS0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0126.degrees latitude (g = 980.6199 gals.).
 NS0126
 NS0126.The modeled gravity was interpolated from observed gravity values.
 NS0126
 NS0126;                    North         East    Units  Estimated Accuracy
 NS0126;SPC WY W     -   349,950.      830,180.      MT  (+/- 180 meters Scaled)
 NS0126
 NS0126                          SUPERSEDED SURVEY CONTROL
 NS0126
 NS0126  NGVD 29 (??/??/92) 2139.38   (m)         7018.9    (f) COMPUTED    1 2
 NS0126
 NS0126.Superseded values are not recommended for survey control.
 NS0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0126.See file dsdata.txt to determine how the superseded data were derived.
 NS0126
 NS0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN051338(NAD 83)
 NS0126_MARKER: P = PIPE CAP
 NS0126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0126_STAMPING: 7009 R D L C
 NS0126_MARK LOGO: USGS  
 NS0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 NS0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0126
 NS0126  HISTORY     - Date     Condition        Report By
 NS0126  HISTORY     - UNK      MONUMENTED       USGS
 NS0126  HISTORY     - 1934     GOOD             NGS
 NS0126  HISTORY     - 19920420 GOOD             LOCENG
 NS0126
 NS0126                          STATION DESCRIPTION
 NS0126
 NS0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NS0126'IN BOULDER.
 NS0126'AT BOULDER, SUBLETTE COUNTY, ON U.S. HIGHWAY 187, ABOUT 0.4 MILE EAST
 NS0126'OF THE POST OFFICE, IN FRONT OF A LOG BUILDING, 5 FEET WEST OF THE
 NS0126'EAST DOOR, AND 1.5 FEET SOUTHWEST OF THE SOUTHWEST FACE.  A UNITED
 NS0126'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7009 R D L C AND
 NS0126'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 NS0126
 NS0126                          STATION RECOVERY (1992)
 NS0126
 NS0126'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NS0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0243 ***********************************************************************
 PW0243  DESIGNATION -  7010.80
 PW0243  PID         -  PW0243
 PW0243  STATE/COUNTY-  WY/SHERIDAN
 PW0243  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0243
 PW0243                         *CURRENT SURVEY CONTROL
 PW0243  ___________________________________________________________________
 PW0243* NAD 83(1986)-  44 48 23.     (N)    107 21 04.     (W)     SCALED    
 PW0243* NAVD 88     -      2137.602  (meters)    7013.12   (feet)  ADJUSTED  
 PW0243  ___________________________________________________________________
 PW0243  GEOID HEIGHT-         -10.53  (meters)                     GEOID03
 PW0243  DYNAMIC HT  -        2136.622 (meters)    7009.90  (feet)  COMP
 PW0243  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 PW0243
 PW0243  VERT ORDER  -  SECOND    CLASS 0
 PW0243
 PW0243.The horizontal coordinates were scaled from a topographic map and have
 PW0243.an estimated accuracy of +/- 6 seconds.
 PW0243
 PW0243.The orthometric height was determined by differential leveling
 PW0243.and adjusted by the National Geodetic Survey in June 1991..
 PW0243
 PW0243.The geoid height was determined by GEOID03.
 PW0243
 PW0243.The dynamic height is computed by dividing the NAVD 88
 PW0243.geopotential number by the normal gravity value computed on the
 PW0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0243.degrees latitude (g = 980.6199 gals.).
 PW0243
 PW0243.The modeled gravity was interpolated from observed gravity values.
 PW0243
 PW0243;                    North         East    Units  Estimated Accuracy
 PW0243;SPC WYEC     -   578,350.      398,590.      MT  (+/- 180 meters Scaled)
 PW0243
 PW0243                          SUPERSEDED SURVEY CONTROL
 PW0243
 PW0243  NGVD 29 (??/??/92) 2136.749  (m)         7010.32   (f) ADJ UNCH    2 0
 PW0243
 PW0243.Superseded values are not recommended for survey control.
 PW0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0243.See file dsdata.txt to determine how the superseded data were derived.
 PW0243
 PW0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK140641(NAD 83)
 PW0243_MARKER: DD = SURVEY DISK
 PW0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0243_SP_SET: ABUTMENT
 PW0243_STAMPING: 7010.80 59
 PW0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0243
 PW0243  HISTORY     - Date     Condition        Report By
 PW0243  HISTORY     - UNK      MONUMENTED       BPR
 PW0243  HISTORY     - 1966     GOOD             NGS
 PW0243
 PW0243                          STATION DESCRIPTION
 PW0243
 PW0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0243'12.2 MI SW FROM DAYTON.
 PW0243'12.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0243'DAYTON, AT THE CROSSING OF A STEEL CATTLEGUARD, IN THE TOP OF THE
 PW0243'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE CATTLEGUARD,
 PW0243'16 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 PW0243'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0294 ***********************************************************************
 MP0294  DESIGNATION -  7036.9
 MP0294  PID         -  MP0294
 MP0294  STATE/COUNTY-  WY/CARBON
 MP0294  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0294
 MP0294                         *CURRENT SURVEY CONTROL
 MP0294  ___________________________________________________________________
 MP0294* NAD 83(1986)-  41 01 58.     (N)    107 18 53.     (W)     SCALED    
 MP0294* NAVD 88     -      2145.642  (meters)    7039.49   (feet)  ADJUSTED  
 MP0294  ___________________________________________________________________
 MP0294  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 MP0294  DYNAMIC HT  -        2143.657 (meters)    7032.98  (feet)  COMP
 MP0294  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 MP0294
 MP0294  VERT ORDER  -  SECOND    CLASS 0
 MP0294
 MP0294.The horizontal coordinates were scaled from a topographic map and have
 MP0294.an estimated accuracy of +/- 6 seconds.
 MP0294
 MP0294.The orthometric height was determined by differential leveling
 MP0294.and adjusted by the National Geodetic Survey in June 1991..
 MP0294
 MP0294.The geoid height was determined by GEOID03.
 MP0294
 MP0294.The dynamic height is computed by dividing the NAVD 88
 MP0294.geopotential number by the normal gravity value computed on the
 MP0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0294.degrees latitude (g = 980.6199 gals.).
 MP0294
 MP0294.The modeled gravity was interpolated from observed gravity values.
 MP0294
 MP0294;                    North         East    Units  Estimated Accuracy
 MP0294;SPC WYEC     -   159,160.      401,570.      MT  (+/- 180 meters Scaled)
 MP0294
 MP0294                          SUPERSEDED SURVEY CONTROL
 MP0294
 MP0294  NGVD 29 (??/??/92) 2144.420  (m)         7035.48   (f) ADJ UNCH    2 0
 MP0294
 MP0294.Superseded values are not recommended for survey control.
 MP0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0294.See file dsdata.txt to determine how the superseded data were derived.
 MP0294
 MP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF054449(NAD 83)
 MP0294_MARKER: N = NAIL
 MP0294_SETTING: 66 = SET IN ROCK OUTCROP
 MP0294_SP_SET: ROCK OUTCROP
 MP0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0294+STABILITY: POSITION/ELEVATION WELL
 MP0294
 MP0294  HISTORY     - Date     Condition        Report By
 MP0294  HISTORY     - UNK      MONUMENTED       USGS
 MP0294  HISTORY     - 1934     GOOD             NGS
 MP0294
 MP0294                          STATION DESCRIPTION
 MP0294
 MP0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0294'4.7 MI NE FROM SLATER, CO.
 MP0294'IN CARBON, COUNTY, WYOMING, 4.7 MILES NORTHEAST ALONG THE ENCAMPMENT
 MP0294'ROAD FROM SLATER, MOFFAT COUNTY, COLORADO, 0.2 MILE SOUTH OF AN EARTH
 MP0294'DAM, AT THE SOUTHEAST QUARTER OF SECTION 5, T 12 N, R 88 W, 65 FEET
 MP0294'NORTH OF A SMALL BRIDGE, 19 FEET WEST OF THE CENTERLINE OF THE ROAD,
 MP0294'ON THE EAST BANK OF A DEEP RAVINE, AND IN THE TOP OF A LARGE ROCK
 MP0294'OUTCROP.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0760 ***********************************************************************
 MO0760  DESIGNATION -  7059
 MO0760  PID         -  MO0760
 MO0760  STATE/COUNTY-  WY/ALBANY
 MO0760  USGS QUAD   -  BOSLER (1981)
 MO0760
 MO0760                         *CURRENT SURVEY CONTROL
 MO0760  ___________________________________________________________________
 MO0760* NAD 83(1986)-  41 34 20.     (N)    105 39 07.     (W)     SCALED    
 MO0760* NAVD 88     -      2152.660  (meters)    7062.52   (feet)  ADJUSTED  
 MO0760  ___________________________________________________________________
 MO0760  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 MO0760  DYNAMIC HT  -        2150.851 (meters)    7056.58  (feet)  COMP
 MO0760  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 MO0760
 MO0760  VERT ORDER  -  SECOND    CLASS 0
 MO0760
 MO0760.The horizontal coordinates were scaled from a topographic map and have
 MO0760.an estimated accuracy of +/- 6 seconds.
 MO0760
 MO0760.The orthometric height was determined by differential leveling
 MO0760.and adjusted by the National Geodetic Survey in June 1991..
 MO0760
 MO0760.The geoid height was determined by GEOID03.
 MO0760
 MO0760.The dynamic height is computed by dividing the NAVD 88
 MO0760.geopotential number by the normal gravity value computed on the
 MO0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0760.degrees latitude (g = 980.6199 gals.).
 MO0760
 MO0760.The modeled gravity was interpolated from observed gravity values.
 MO0760
 MO0760;                    North         East    Units  Estimated Accuracy
 MO0760;SPC WY E     -   119,180.      159,530.      MT  (+/- 180 meters Scaled)
 MO0760
 MO0760                          SUPERSEDED SURVEY CONTROL
 MO0760
 MO0760  NGVD 29 (??/??/92) 2151.620  (m)         7059.11   (f) ADJ UNCH    2 0
 MO0760
 MO0760.Superseded values are not recommended for survey control.
 MO0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0760.See file dsdata.txt to determine how the superseded data were derived.
 MO0760
 MO0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG456024(NAD 83)
 MO0760_MARKER: DD = SURVEY DISK
 MO0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0760_STAMPING: 7059
 MO0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0760+STABILITY: SURFACE MOTION
 MO0760
 MO0760  HISTORY     - Date     Condition        Report By
 MO0760  HISTORY     - UNK      MONUMENTED       WYHD
 MO0760  HISTORY     - 1966     GOOD             NGS
 MO0760
 MO0760                          STATION DESCRIPTION
 MO0760
 MO0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0760'4 MI SE FROM BOSLER.
 MO0760'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BOSLER,
 MO0760'THENCE 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 34, 74 FEET
 MO0760'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 372 FEET NORTHEAST
 MO0760'OF THE EAST CORNER OF A WOODEN BRIDGE OVER OASIS CANAL, 225 FEET
 MO0760'SOUTHWEST OF THE SOUTHWEST END OF A GATE, 0.2 FOOT SOUTHEAST OF A
 MO0760'FENCE, 23.7 FEET SOUTHWEST OF BENCH MARK A 167, ABOUT 1 FOOT
 MO0760'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MO0760'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0090 ***********************************************************************
 MR0090  DESIGNATION -  7080
 MR0090  PID         -  MR0090
 MR0090  STATE/COUNTY-  WY/UINTA
 MR0090  USGS QUAD   -  REED RESERVOIR (1980)
 MR0090
 MR0090                         *CURRENT SURVEY CONTROL
 MR0090  ___________________________________________________________________
 MR0090* NAD 83(1986)-  41 10 10.     (N)    110 11 18.     (W)     SCALED    
 MR0090* NAVD 88     -      2159.261  (meters)    7084.18   (feet)  ADJUSTED  
 MR0090  ___________________________________________________________________
 MR0090  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 MR0090  DYNAMIC HT  -        2157.246 (meters)    7077.56  (feet)  COMP
 MR0090  MODELED GRAV-     979,613.4   (mgal)                       NAVD 88
 MR0090
 MR0090  VERT ORDER  -  SECOND    CLASS 0
 MR0090
 MR0090.The horizontal coordinates were scaled from a topographic map and have
 MR0090.an estimated accuracy of +/- 6 seconds.
 MR0090
 MR0090.The orthometric height was determined by differential leveling
 MR0090.and adjusted by the National Geodetic Survey in June 1991..
 MR0090
 MR0090.The geoid height was determined by GEOID03.
 MR0090
 MR0090.The dynamic height is computed by dividing the NAVD 88
 MR0090.geopotential number by the normal gravity value computed on the
 MR0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0090.degrees latitude (g = 980.6199 gals.).
 MR0090
 MR0090.The modeled gravity was interpolated from observed gravity values.
 MR0090
 MR0090;                    North         East    Units  Estimated Accuracy
 MR0090;SPC WY W     -   174,340.      791,190.      MT  (+/- 180 meters Scaled)
 MR0090
 MR0090                          SUPERSEDED SURVEY CONTROL
 MR0090
 MR0090  NGVD 29 (??/??/92) 2157.883  (m)         7079.65   (f) ADJ UNCH    2 0
 MR0090
 MR0090.Superseded values are not recommended for survey control.
 MR0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0090.See file dsdata.txt to determine how the superseded data were derived.
 MR0090
 MR0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL680578(NAD 83)
 MR0090_MARKER: P = PIPE CAP
 MR0090_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0090_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0090_STAMPING: 7080 ADJ 1903
 MR0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0090
 MR0090  HISTORY     - Date     Condition        Report By
 MR0090  HISTORY     - 1903     MONUMENTED       USGS
 MR0090  HISTORY     - 1934     POOR             NGS
 MR0090
 MR0090                          STATION DESCRIPTION
 MR0090
 MR0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MR0090'9.3 MI N FROM LONETREE.
 MR0090'9.3 MILES NORTH ALONG THE ROAD LEADING TO LYMAN FROM THE NEW (1934)
 MR0090'SCHOOLHOUSE AT LONETREE, UINTA COUNTY, 108 FEET SOUTHEAST OF THE
 MR0090'MIDDLE OF A PROMINENT RAVINE, ON THE OUTSIDE OF A CURVE, ON A SMALL
 MR0090'RIDGE PARALLELING THE ROAD, AND 14 FEET EAST OF THE CENTER LINE OF THE
 MR0090'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7080
 MR0090'ADJ 1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0758 ***********************************************************************
 MO0758  DESIGNATION -  7120
 MO0758  PID         -  MO0758
 MO0758  STATE/COUNTY-  WY/ALBANY
 MO0758  USGS QUAD   -  BOSLER (1981)
 MO0758
 MO0758                         *CURRENT SURVEY CONTROL
 MO0758  ___________________________________________________________________
 MO0758* NAD 83(1986)-  41 34 57.     (N)    105 38 15.     (W)     SCALED    
 MO0758* NAVD 88     -      2171.322  (meters)    7123.75   (feet)  ADJUSTED  
 MO0758  ___________________________________________________________________
 MO0758  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 MO0758  DYNAMIC HT  -        2169.498 (meters)    7117.76  (feet)  COMP
 MO0758  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 MO0758
 MO0758  VERT ORDER  -  SECOND    CLASS 0
 MO0758
 MO0758.The horizontal coordinates were scaled from a topographic map and have
 MO0758.an estimated accuracy of +/- 6 seconds.
 MO0758
 MO0758.The orthometric height was determined by differential leveling
 MO0758.and adjusted by the National Geodetic Survey in June 1991..
 MO0758
 MO0758.The geoid height was determined by GEOID03.
 MO0758
 MO0758.The dynamic height is computed by dividing the NAVD 88
 MO0758.geopotential number by the normal gravity value computed on the
 MO0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0758.degrees latitude (g = 980.6199 gals.).
 MO0758
 MO0758.The modeled gravity was interpolated from observed gravity values.
 MO0758
 MO0758;                    North         East    Units  Estimated Accuracy
 MO0758;SPC WY E     -   120,320.      160,740.      MT  (+/- 180 meters Scaled)
 MO0758
 MO0758                          SUPERSEDED SURVEY CONTROL
 MO0758
 MO0758  NGVD 29 (??/??/92) 2170.278  (m)         7120.32   (f) ADJ UNCH    2 0
 MO0758
 MO0758.Superseded values are not recommended for survey control.
 MO0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0758.See file dsdata.txt to determine how the superseded data were derived.
 MO0758
 MO0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG468036(NAD 83)
 MO0758_MARKER: DD = SURVEY DISK
 MO0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0758_STAMPING: 7120
 MO0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0758+STABILITY: SURFACE MOTION
 MO0758
 MO0758  HISTORY     - Date     Condition        Report By
 MO0758  HISTORY     - UNK      MONUMENTED       WYHD
 MO0758  HISTORY     - 1966     GOOD             NGS
 MO0758
 MO0758                          STATION DESCRIPTION
 MO0758
 MO0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0758'5 MI E FROM BOSLER.
 MO0758'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BOSLER,
 MO0758'THENCE 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.35 MILE
 MO0758'NORTHEAST OF A WOODEN BRIDGE OVER A WASH, 99 FEET NORTHWEST OF
 MO0758'THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTHWEST OF BENCH MARK
 MO0758'B 167, 0.4 FOOT SOUTHEAST OF A FENCE, ABOUT 3 FEET LOWER THAN THE
 MO0758'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MO0758'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1073 ***********************************************************************
 PY1073  DESIGNATION -  7123.74
 PY1073  PID         -  PY1073
 PY1073  STATE/COUNTY-  WY/PARK
 PY1073  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1073
 PY1073                         *CURRENT SURVEY CONTROL
 PY1073  ___________________________________________________________________
 PY1073* NAD 83(1986)-  44 57 24.     (N)    110 04 23.     (W)     SCALED    
 PY1073* NAVD 88     -      2173.297  (meters)    7130.23   (feet)  ADJUSTED  
 PY1073  ___________________________________________________________________
 PY1073  GEOID HEIGHT-          -7.62  (meters)                     GEOID03
 PY1073  DYNAMIC HT  -        2172.087 (meters)    7126.26  (feet)  COMP
 PY1073  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 PY1073
 PY1073  VERT ORDER  -  FIRST     CLASS II
 PY1073
 PY1073.The horizontal coordinates were scaled from a topographic map and have
 PY1073.an estimated accuracy of +/- 6 seconds.
 PY1073
 PY1073.The orthometric height was determined by differential leveling
 PY1073.and adjusted by the National Geodetic Survey in June 1991..
 PY1073.WARNING-Repeat measurements at this control monument indicate possible
 PY1073.vertical movement.
 PY1073
 PY1073.The geoid height was determined by GEOID03.
 PY1073
 PY1073.The dynamic height is computed by dividing the NAVD 88
 PY1073.geopotential number by the normal gravity value computed on the
 PY1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1073.degrees latitude (g = 980.6199 gals.).
 PY1073
 PY1073.The modeled gravity was interpolated from observed gravity values.
 PY1073
 PY1073;                    North         East    Units  Estimated Accuracy
 PY1073;SPC WYWC     -   495,900.      495,610.      MT  (+/- 180 meters Scaled)
 PY1073
 PY1073                          SUPERSEDED SURVEY CONTROL
 PY1073
 PY1073  NGVD 29 (08/20/92) 2172.032  (m)         7126.07   (f) ADJUSTED    1 2
 PY1073
 PY1073.Superseded values are not recommended for survey control.
 PY1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1073.See file dsdata.txt to determine how the superseded data were derived.
 PY1073
 PY1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ731785(NAD 83)
 PY1073_MARKER: DB = BENCH MARK DISK
 PY1073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1073_SP_SET: HEADWALL
 PY1073_STAMPING: 7123.74 8 1
 PY1073_MARK LOGO: BPR   
 PY1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1073+STABILITY: SURFACE MOTION
 PY1073
 PY1073  HISTORY     - Date     Condition        Report By
 PY1073  HISTORY     - UNK      MONUMENTED       BPR
 PY1073  HISTORY     - 1987     GOOD             NGS
 PY1073
 PY1073                          STATION DESCRIPTION
 PY1073
 PY1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1073'9.2 KM (5.70 MI) SW FROM SILVER GATE.
 PY1073'9.2 KM (5.70 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1073'FROM THE PARK ENTRANCE IN SILVER GATE, IN THE CENTER OF THE WEST
 PY1073'HEADWALL OF A STONE CULVERT, AND 4.6 M (15.1 FT) WEST OF THE
 PY1073'CENTERLINE OF THE HIGHWAY.
 PY1073'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0102 ***********************************************************************
 MR0102  DESIGNATION -  7125
 MR0102  PID         -  MR0102
 MR0102  STATE/COUNTY-  WY/SWEETWATER
 MR0102  USGS QUAD   -  BURNTFORK (1980)
 MR0102
 MR0102                         *CURRENT SURVEY CONTROL
 MR0102  ___________________________________________________________________
 MR0102* NAD 83(1986)-  41 01 43.     (N)    110 00 05.     (W)     SCALED    
 MR0102* NAVD 88     -      2173.258  (meters)    7130.10   (feet)  ADJUSTED  
 MR0102  ___________________________________________________________________
 MR0102  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MR0102  DYNAMIC HT  -        2171.193 (meters)    7123.32  (feet)  COMP
 MR0102  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 MR0102
 MR0102  VERT ORDER  -  SECOND    CLASS 0
 MR0102
 MR0102.The horizontal coordinates were scaled from a topographic map and have
 MR0102.an estimated accuracy of +/- 6 seconds.
 MR0102
 MR0102.The orthometric height was determined by differential leveling
 MR0102.and adjusted by the National Geodetic Survey in June 1991..
 MR0102
 MR0102.The geoid height was determined by GEOID03.
 MR0102
 MR0102.The dynamic height is computed by dividing the NAVD 88
 MR0102.geopotential number by the normal gravity value computed on the
 MR0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0102.degrees latitude (g = 980.6199 gals.).
 MR0102
 MR0102.The modeled gravity was interpolated from observed gravity values.
 MR0102
 MR0102;                    North         East    Units  Estimated Accuracy
 MR0102;SPC WYWC     -    59,450.      494,770.      MT  (+/- 180 meters Scaled)
 MR0102
 MR0102                          SUPERSEDED SURVEY CONTROL
 MR0102
 MR0102  NGVD 29 (??/??/92) 2171.872  (m)         7125.55   (f) ADJ UNCH    2 0
 MR0102
 MR0102.Superseded values are not recommended for survey control.
 MR0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0102.See file dsdata.txt to determine how the superseded data were derived.
 MR0102
 MR0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL839424(NAD 83)
 MR0102_MARKER: P = PIPE CAP
 MR0102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0102_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0102_STAMPING: 7125 ADJ 1903
 MR0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0102
 MR0102  HISTORY     - Date     Condition        Report By
 MR0102  HISTORY     - 1903     MONUMENTED       USGS
 MR0102  HISTORY     - 1934     GOOD             NGS
 MR0102
 MR0102                          STATION DESCRIPTION
 MR0102
 MR0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MR0102'IN BURNTFORK.
 MR0102'AT BURNTFORK, SWEETWATER COUNTY, AT THE PUBLIC SCHOOL, 105 FEET
 MR0102'SOUTHEAST OF THE MAIN ENTRANCE TO THE SCHOOLHOUSE, 45 FEET NORTH OF
 MR0102'THE CENTER LINE OF THE ROAD, 18 FEET WEST OF THE EDGE OF A GATE, AND 1
 MR0102'FOOT SOUTH OF THE SCHOOLYARD FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 MR0102'STANDARD CAP, STAMPED 7125 ADJ 1903 AND RIVETED ON THE TOP OF A
 MR0102'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ1665 ***********************************************************************
 AJ1665  DESIGNATION -  7125 RESET
 AJ1665  PID         -  AJ1665
 AJ1665  STATE/COUNTY-  WY/SWEETWATER
 AJ1665  USGS QUAD   -  BURNTFORK (1980)
 AJ1665
 AJ1665                         *CURRENT SURVEY CONTROL
 AJ1665  ___________________________________________________________________
 AJ1665* NAD 83(1993)-  41 01 42.45476(N)    110 00 04.28003(W)     ADJUSTED  
 AJ1665* NAVD 88     -      2173.2    (meters)    7130.     (feet)  GPS OBS   
 AJ1665  ___________________________________________________________________
 AJ1665  X           -  -1,648,681.053 (meters)                     COMP
 AJ1665  Y           -  -4,529,421.530 (meters)                     COMP
 AJ1665  Z           -   4,166,225.667 (meters)                     COMP
 AJ1665  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 AJ1665  ELLIP HEIGHT-        2159.66  (meters)          (02/28/01) GPS OBS
 AJ1665  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 AJ1665
 AJ1665  HORZ ORDER  -  A
 AJ1665  ELLP ORDER  -  SECOND    CLASS I
 AJ1665
 AJ1665.The horizontal coordinates were established by GPS observations
 AJ1665.and adjusted by the National Geodetic Survey in February 2001..
 AJ1665
 AJ1665.The orthometric height was determined by GPS observations and a
 AJ1665.high-resolution geoid model.
 AJ1665
 AJ1665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1665
 AJ1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1665
 AJ1665.The ellipsoidal height was determined by GPS observations
 AJ1665.and is referenced to NAD 83.
 AJ1665
 AJ1665.The geoid height was determined by GEOID03.
 AJ1665
 AJ1665;                    North         East     Units Scale Factor Converg.
 AJ1665;SPC WYWC     -    59,435.641   494,781.687   MT  1.00007371   -0 49 17.0
 AJ1665;UTM  12      - 4,542,396.812   583,965.997   MT  0.99968677   +0 39 20.5
 AJ1665
 AJ1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1665!SPC WYWC     -   0.99966135  x   1.00007371  =   0.99973504
 AJ1665!UTM  12      -   0.99966135  x   0.99968677  =   0.99934823
 AJ1665
 AJ1665                          SUPERSEDED SURVEY CONTROL
 AJ1665
 AJ1665.No superseded survey control is available for this station.
 AJ1665
 AJ1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL8396642397(NAD 83)
 AJ1665_MARKER: P = PIPE CAP
 AJ1665_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ1665_STAMPING: RESET TWH 1964 7125 ADJ 1903
 AJ1665_MARK LOGO: USGS  
 AJ1665_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ1665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1665+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1999
 AJ1665
 AJ1665  HISTORY     - Date     Condition        Report By
 AJ1665  HISTORY     - 1964     MONUMENTED       USGS
 AJ1665  HISTORY     - 19990611 GOOD             WY-037
 AJ1665
 AJ1665                          STATION DESCRIPTION
 AJ1665
 AJ1665'DESCRIBED BY SWEETWATER COUNTY WYOMING 1999 (KF)
 AJ1665'THE STATION IS LOCATED IN BURNTFORK, SWEETWATER COUNTY, WYOMING.  TO
 AJ1665'REACH THE STATION FROM THE INTERSECTION OF SWEETWATER COUNTY ROAD 4-1
 AJ1665'AND WYOMING HIGHWAY 414, DRIVE WEST ON WYOMING HIGHWAY 414 2.2 MILES
 AJ1665'(3.5 KM) TO MILEPOST 130.31.  THE STATION IS 83 FEET (25.3 M) NORTH OF
 AJ1665'THE HIGHWAY.  THE STATION IS A USGS STANDARD CAP ON A 3.5 IN IRON PIPE
 AJ1665'PROJECTING 0.7 FEET (21.3 CM) ABOVE GROUND.  A 3 FT (0.9 M) HIGH GREEN
 AJ1665'STEEL WITNESS POST LIES 1.3 FEET (0.4 M) NNW.  THE STATION LIES 1.1
 AJ1665'FEET (0.3 M) WEST OF A NORTH - SOUTH 4 FOOT (1.2 M) HIGH WOOD/WELD
 AJ1665'WIRE FENCE AND 2.5 SOUTH OF THE SOUTHERLY GATE POST IN THE FENCE.  THE
 AJ1665'MONUMENT IS 13.7 FEET (4.2 M) NORTH OF A 4 FOOT (1.2 M) HIGH RIGHT OF
 AJ1665'WAY FENCE THAT BEARS EAST AND WEST.  THE MONUMENT LIES 14.85 FEET
 AJ1665'(4.53 M) NW OF A WYDOT HIGHWAY REFERENCE MONUMENT.  THE CAP IS STAMPED
 AJ1665'RESET TWH 1964 7125 ADJ 1903
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0110 ***********************************************************************
 NS0110  DESIGNATION -  7160
 NS0110  PID         -  NS0110
 NS0110  STATE/COUNTY-  WY/SUBLETTE
 NS0110  USGS QUAD   -  BULL DRAW (1969)
 NS0110
 NS0110                         *CURRENT SURVEY CONTROL
 NS0110  ___________________________________________________________________
 NS0110* NAD 83(1986)-  42 28 07.     (N)    109 34 38.     (W)     SCALED    
 NS0110* NAVD 88     -      2186.772  (meters)    7174.43   (feet)  ADJUSTED  
 NS0110  ___________________________________________________________________
 NS0110  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 NS0110  DYNAMIC HT  -        2184.924 (meters)    7168.37  (feet)  COMP
 NS0110  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 NS0110
 NS0110  VERT ORDER  -  FIRST     CLASS II
 NS0110
 NS0110.The horizontal coordinates were scaled from a topographic map and have
 NS0110.an estimated accuracy of +/- 6 seconds.
 NS0110
 NS0110.The orthometric height was determined by differential leveling
 NS0110.and adjusted by the National Geodetic Survey in June 1991..
 NS0110
 NS0110.The geoid height was determined by GEOID03.
 NS0110
 NS0110.The dynamic height is computed by dividing the NAVD 88
 NS0110.geopotential number by the normal gravity value computed on the
 NS0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0110.degrees latitude (g = 980.6199 gals.).
 NS0110
 NS0110.The modeled gravity was interpolated from observed gravity values.
 NS0110
 NS0110;                    North         East    Units  Estimated Accuracy
 NS0110;SPC WY W     -   318,750.      841,620.      MT  (+/- 180 meters Scaled)
 NS0110
 NS0110                          SUPERSEDED SURVEY CONTROL
 NS0110
 NS0110  NGVD 29 (??/??/92) 2185.38   (m)         7169.9    (f) COMPUTED    1 2
 NS0110
 NS0110.Superseded values are not recommended for survey control.
 NS0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0110.See file dsdata.txt to determine how the superseded data were derived.
 NS0110
 NS0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN169027(NAD 83)
 NS0110_MARKER: P = PIPE CAP
 NS0110_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0110_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0110_STAMPING: 7160.R L
 NS0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0110
 NS0110  HISTORY     - Date     Condition        Report By
 NS0110  HISTORY     - UNK      MONUMENTED       USGS
 NS0110  HISTORY     - 1934     GOOD             NGS
 NS0110
 NS0110                          STATION DESCRIPTION
 NS0110
 NS0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NS0110'26.0 MI NW FROM FARSON.
 NS0110'IN SUBLETTE COUNTY, ABOUT 26.0 MILES NORTHWEST ALONG U.S. HIGHWAY 187
 NS0110'FROM THE HOTEL AT FARSON, SWEETWATER COUNTY, ABOUT 20.2 MILES
 NS0110'SOUTHEAST OF THE POST OFFICE AT BOULDER, SUBLETTE COUNTY, ABOUT 2.5
 NS0110'MILES SOUTH OF MUD SPRINGS, ON A DIVIDE, ABOUT 450 FEET EAST OF THE
 NS0110'CENTER LINE OF THE NEW HIGHWAY, AND ABOUT 140 FEET EAST OF THE CENTER
 NS0110'LINE OF THE OLD HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NS0110'CAP, STAMPED 7160 R. L AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 NS0110'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0749 ***********************************************************************
 MO0749  DESIGNATION -  7161
 MO0749  PID         -  MO0749
 MO0749  STATE/COUNTY-  WY/ALBANY
 MO0749  USGS QUAD   -  BOSLER SE (1981)
 MO0749
 MO0749                         *CURRENT SURVEY CONTROL
 MO0749  ___________________________________________________________________
 MO0749* NAD 83(1986)-  41 36 37.     (N)    105 35 49.     (W)     SCALED    
 MO0749* NAVD 88     -      2183.699  (meters)    7164.35   (feet)  ADJUSTED  
 MO0749  ___________________________________________________________________
 MO0749  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 MO0749  DYNAMIC HT  -        2181.881 (meters)    7158.39  (feet)  COMP
 MO0749  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 MO0749
 MO0749  VERT ORDER  -  SECOND    CLASS 0
 MO0749
 MO0749.The horizontal coordinates were scaled from a topographic map and have
 MO0749.an estimated accuracy of +/- 6 seconds.
 MO0749
 MO0749.The orthometric height was determined by differential leveling
 MO0749.and adjusted by the National Geodetic Survey in June 1991..
 MO0749
 MO0749.The geoid height was determined by GEOID03.
 MO0749
 MO0749.The dynamic height is computed by dividing the NAVD 88
 MO0749.geopotential number by the normal gravity value computed on the
 MO0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0749.degrees latitude (g = 980.6199 gals.).
 MO0749
 MO0749.The modeled gravity was interpolated from observed gravity values.
 MO0749
 MO0749;                    North         East    Units  Estimated Accuracy
 MO0749;SPC WY E     -   123,380.      164,140.      MT  (+/- 180 meters Scaled)
 MO0749
 MO0749                          SUPERSEDED SURVEY CONTROL
 MO0749
 MO0749  NGVD 29 (??/??/92) 2182.663  (m)         7160.95   (f) ADJ UNCH    2 0
 MO0749
 MO0749.Superseded values are not recommended for survey control.
 MO0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0749.See file dsdata.txt to determine how the superseded data were derived.
 MO0749
 MO0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG502066(NAD 83)
 MO0749_MARKER: DD = SURVEY DISK
 MO0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0749_STAMPING: 7161
 MO0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0749+STABILITY: SURFACE MOTION
 MO0749
 MO0749  HISTORY     - Date     Condition        Report By
 MO0749  HISTORY     - UNK      MONUMENTED       WYHD
 MO0749  HISTORY     - 1966     GOOD             NGS
 MO0749
 MO0749                          STATION DESCRIPTION
 MO0749
 MO0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0749'7.8 MI NE FROM BOSLER.
 MO0749'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0749'BOSLER, THENCE 5.8 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.15
 MO0749'MILE NORTHEAST OF A WOODEN BRIDGE OVER A WASH, 99.5 FEET
 MO0749'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET NORTHEAST
 MO0749'OF BENCH MARK E 167, 0.2 FOOT NORTHWEST OF A FENCE, ABOUT 2 FEET
 MO0749'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MO0749'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0135 ***********************************************************************
 NS0135  DESIGNATION -  7167
 NS0135  PID         -  NS0135
 NS0135  STATE/COUNTY-  WY/SUBLETTE
 NS0135  USGS QUAD   -  PINEDALE (1980)
 NS0135
 NS0135                         *CURRENT SURVEY CONTROL
 NS0135  ___________________________________________________________________
 NS0135* NAD 83(1986)-  42 52 01.     (N)    109 51 49.     (W)     SCALED    
 NS0135* NAVD 88     -      2188.778  (meters)    7181.02   (feet)  ADJUSTED  
 NS0135  ___________________________________________________________________
 NS0135  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 NS0135  DYNAMIC HT  -        2186.987 (meters)    7175.14  (feet)  COMP
 NS0135  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 NS0135
 NS0135  VERT ORDER  -  FIRST     CLASS II
 NS0135
 NS0135.The horizontal coordinates were scaled from a topographic map and have
 NS0135.an estimated accuracy of +/- 6 seconds.
 NS0135
 NS0135.The orthometric height was determined by differential leveling
 NS0135.and adjusted by the National Geodetic Survey in June 1991..
 NS0135
 NS0135.The geoid height was determined by GEOID03.
 NS0135
 NS0135.The dynamic height is computed by dividing the NAVD 88
 NS0135.geopotential number by the normal gravity value computed on the
 NS0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0135.degrees latitude (g = 980.6199 gals.).
 NS0135
 NS0135.The modeled gravity was interpolated from observed gravity values.
 NS0135
 NS0135;                    North         East    Units  Estimated Accuracy
 NS0135;SPC WY W     -   362,900.      817,950.      MT  (+/- 180 meters Scaled)
 NS0135
 NS0135                          SUPERSEDED SURVEY CONTROL
 NS0135
 NS0135  NGVD 29 (??/??/92) 2187.34   (m)         7176.3    (f) COMPUTED    1 2
 NS0135
 NS0135.Superseded values are not recommended for survey control.
 NS0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0135.See file dsdata.txt to determine how the superseded data were derived.
 NS0135
 NS0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN928466(NAD 83)
 NS0135_MARKER: P = PIPE CAP
 NS0135_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0135_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0135_STAMPING: 7167 R D L C
 NS0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0135
 NS0135  HISTORY     - Date     Condition        Report By
 NS0135  HISTORY     - UNK      MONUMENTED       USGS
 NS0135  HISTORY     - 1934     GOOD             NGS
 NS0135  HISTORY     - 1958     MARK NOT FOUND   NGS
 NS0135
 NS0135                          STATION DESCRIPTION
 NS0135
 NS0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NS0135'IN PINEDALE.
 NS0135'AT PINEDALE, SUBLETTE COUNTY, ON FRANKLIN STREET, ABOUT 2 BLOCKS WEST
 NS0135'OF THE COURTHOUSE, 15 FEET WEST OF A BUILDING, 76 FEET NORTH OF U.S.
 NS0135'HIGHWAY 187, AND 34 FEET EAST OF THE CENTER LINE OF FRANKLIN STREET. A
 NS0135'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7167 R D L C AND
 NS0135'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 NS0135
 NS0135                          STATION RECOVERY (1958)
 NS0135
 NS0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NS0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1074 ***********************************************************************
 PY1074  DESIGNATION -  7171.69
 PY1074  PID         -  PY1074
 PY1074  STATE/COUNTY-  WY/PARK
 PY1074  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1074
 PY1074                         *CURRENT SURVEY CONTROL
 PY1074  ___________________________________________________________________
 PY1074* NAD 83(1986)-  44 58 06.     (N)    110 04 11.     (W)     SCALED    
 PY1074* NAVD 88     -      2187.941  (meters)    7178.27   (feet)  ADJUSTED  
 PY1074  ___________________________________________________________________
 PY1074  GEOID HEIGHT-          -7.58  (meters)                     GEOID03
 PY1074  DYNAMIC HT  -        2186.718 (meters)    7174.26  (feet)  COMP
 PY1074  MODELED GRAV-     979,979.1   (mgal)                       NAVD 88
 PY1074
 PY1074  VERT ORDER  -  FIRST     CLASS II
 PY1074
 PY1074.The horizontal coordinates were scaled from a topographic map and have
 PY1074.an estimated accuracy of +/- 6 seconds.
 PY1074
 PY1074.The orthometric height was determined by differential leveling
 PY1074.and adjusted by the National Geodetic Survey in June 1991..
 PY1074
 PY1074.The geoid height was determined by GEOID03.
 PY1074
 PY1074.The dynamic height is computed by dividing the NAVD 88
 PY1074.geopotential number by the normal gravity value computed on the
 PY1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1074.degrees latitude (g = 980.6199 gals.).
 PY1074
 PY1074.The modeled gravity was interpolated from observed gravity values.
 PY1074
 PY1074;                    North         East    Units  Estimated Accuracy
 PY1074;SPC WYWC     -   497,190.      495,890.      MT  (+/- 180 meters Scaled)
 PY1074
 PY1074                          SUPERSEDED SURVEY CONTROL
 PY1074
 PY1074  NGVD 29 (08/20/92) 2186.671  (m)         7174.10   (f) ADJUSTED    1 2
 PY1074
 PY1074.Superseded values are not recommended for survey control.
 PY1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1074.See file dsdata.txt to determine how the superseded data were derived.
 PY1074
 PY1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ733798(NAD 83)
 PY1074_MARKER: DB = BENCH MARK DISK
 PY1074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1074_SP_SET: WINGWALL
 PY1074_STAMPING: 7171.69 8 1
 PY1074_MARK LOGO: BPR   
 PY1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1074+STABILITY: SURFACE MOTION
 PY1074
 PY1074  HISTORY     - Date     Condition        Report By
 PY1074  HISTORY     - UNK      MONUMENTED       BPR
 PY1074  HISTORY     - 1987     GOOD             NGS
 PY1074
 PY1074                          STATION DESCRIPTION
 PY1074
 PY1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1074'7.9 KM (4.90 MI) SW FROM SILVER GATE.
 PY1074'7.9 KM (4.90 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1074'FROM THE PARK ENTRANCE IN SILVER GATE, IN THE SOUTHWEST WINGWALL OF A
 PY1074'HIGHWAY BRIDGE SPANNING A DRY WASH, AND 4.6 M (15.1 FT) WEST OF THE
 PY1074'CENTERLINE OF THE HIGHWAY.
 PY1074'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0583 ***********************************************************************
 MO0583  DESIGNATION -  7180
 MO0583  PID         -  MO0583
 MO0583  STATE/COUNTY-  WY/ALBANY
 MO0583  USGS QUAD   -  LARAMIE (1978)
 MO0583
 MO0583                         *CURRENT SURVEY CONTROL
 MO0583  ___________________________________________________________________
 MO0583* NAD 83(1986)-  41 16 02.     (N)    105 36 06.     (W)     SCALED    
 MO0583* NAVD 88     -      2189.925  (meters)    7184.78   (feet)  ADJUSTED  
 MO0583  ___________________________________________________________________
 MO0583  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 MO0583  DYNAMIC HT  -        2188.015 (meters)    7178.51  (feet)  COMP
 MO0583  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 MO0583
 MO0583  VERT ORDER  -  FIRST     CLASS II
 MO0583
 MO0583.The horizontal coordinates were scaled from a topographic map and have
 MO0583.an estimated accuracy of +/- 6 seconds.
 MO0583
 MO0583.The orthometric height was determined by differential leveling
 MO0583.and adjusted by the National Geodetic Survey in June 1991..
 MO0583.WARNING-Repeat measurements at this control monument indicate possible
 MO0583.vertical movement.
 MO0583
 MO0583.The geoid height was determined by GEOID03.
 MO0583
 MO0583.The dynamic height is computed by dividing the NAVD 88
 MO0583.geopotential number by the normal gravity value computed on the
 MO0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0583.degrees latitude (g = 980.6199 gals.).
 MO0583
 MO0583.The modeled gravity was interpolated from observed gravity values.
 MO0583
 MO0583;                    North         East    Units  Estimated Accuracy
 MO0583;SPC WY E     -    85,290.      163,550.      MT  (+/- 180 meters Scaled)
 MO0583
 MO0583                          SUPERSEDED SURVEY CONTROL
 MO0583
 MO0583  NGVD 29 (06/08/92) 2188.859  (m)         7181.28   (f) ADJUSTED    1 2
 MO0583
 MO0583.Superseded values are not recommended for survey control.
 MO0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0583.See file dsdata.txt to determine how the superseded data were derived.
 MO0583
 MO0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF496685(NAD 83)
 MO0583_MARKER: P = PIPE CAP
 MO0583_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MO0583_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MO0583_STAMPING: LARAMIE 7180
 MO0583_MARK LOGO: USGS  
 MO0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0583
 MO0583  HISTORY     - Date     Condition        Report By
 MO0583  HISTORY     - UNK      MONUMENTED       USGS
 MO0583  HISTORY     - 1956     GOOD             NGS
 MO0583  HISTORY     - 1983     GOOD             NGS
 MO0583
 MO0583                          STATION DESCRIPTION
 MO0583
 MO0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0583'2.9 MI S FROM LARAMIE.
 MO0583'2.9 MILES SOUTH ALONG THE WEST TRACK OF THE UNION PACIFIC
 MO0583'RAILROAD FROM THE STATION AT LARAMIE, AT THE CROSSING OF A ROAD
 MO0583'LEADING TO THE MONOLITH CEMENT PLANT, 122 FEET NORTH OF THE
 MO0583'CENTER LINE OF A ROAD, 41.6 FEET EAST OF THE EAST RAIL, 40.2
 MO0583'FEET NORTHWEST OF A TELEPHONE POLE, 149 FEET WEST OF THE CENTER
 MO0583'LINE OF U.S. HIGHWAY 287, 4.5 FEET EAST OF A FENCE, 2 FEET
 MO0583'SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 MO0583'PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHEAST
 MO0583'1/4 OF SECTION 17, TOWNSHIP 15 NORTH, RANGE 73 WEST.
 MO0583
 MO0583                          STATION RECOVERY (1983)
 MO0583
 MO0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0002 ***********************************************************************
 NT0002  DESIGNATION -  7182
 NT0002  PID         -  NT0002
 NT0002  STATE/COUNTY-  WY/SUBLETTE
 NT0002  USGS QUAD   -  DANIEL JUNCTION (1970)
 NT0002
 NT0002                         *CURRENT SURVEY CONTROL
 NT0002  ___________________________________________________________________
 NT0002* NAD 83(1986)-  42 53 19.     (N)    110 02 02.     (W)     SCALED    
 NT0002* NAVD 88     -      2190.731  (meters)    7187.42   (feet)  ADJUSTED  
 NT0002  ___________________________________________________________________
 NT0002  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 NT0002  DYNAMIC HT  -        2188.964 (meters)    7181.63  (feet)  COMP
 NT0002  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 NT0002
 NT0002  VERT ORDER  -  FIRST     CLASS II
 NT0002
 NT0002.The horizontal coordinates were scaled from a topographic map and have
 NT0002.an estimated accuracy of +/- 6 seconds.
 NT0002
 NT0002.The orthometric height was determined by differential leveling
 NT0002.and adjusted by the National Geodetic Survey in June 1991..
 NT0002
 NT0002.The geoid height was determined by GEOID03.
 NT0002
 NT0002.The dynamic height is computed by dividing the NAVD 88
 NT0002.geopotential number by the normal gravity value computed on the
 NT0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0002.degrees latitude (g = 980.6199 gals.).
 NT0002
 NT0002.The modeled gravity was interpolated from observed gravity values.
 NT0002
 NT0002;                    North         East    Units  Estimated Accuracy
 NT0002;SPC WY W     -   365,280.      804,040.      MT  (+/- 180 meters Scaled)
 NT0002
 NT0002                          SUPERSEDED SURVEY CONTROL
 NT0002
 NT0002  NGVD 29 (??/??/92) 2189.308  (m)         7182.75   (f) ADJ UNCH    1 2
 NT0002
 NT0002.Superseded values are not recommended for survey control.
 NT0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0002.See file dsdata.txt to determine how the superseded data were derived.
 NT0002
 NT0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN788488(NAD 83)
 NT0002_MARKER: P = PIPE CAP
 NT0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0002_STAMPING: 7182
 NT0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0002
 NT0002  HISTORY     - Date     Condition        Report By
 NT0002  HISTORY     - UNK      MONUMENTED       USGS
 NT0002  HISTORY     - 1934     GOOD             NGS
 NT0002  HISTORY     - 1971     GOOD             USGS
 NT0002
 NT0002                          STATION DESCRIPTION
 NT0002
 NT0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0002'8.9 MI NW FROM PINEDALE.
 NT0002'ABOUT 8.9 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 NT0002'AT PINEDALE, SUBLETTE COUNTY, ABOUT 2.0 MILES EAST OF THE JUNCTION
 NT0002'WITH STATE HIGHWAY 287, 77 FEET NORTH OF THE CENTER LINE OF THE
 NT0002'HIGHWAY, AND 27 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES
 NT0002'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7182 AND RIVETED ON THE TOP OF
 NT0002'A 3-1/2-INCH IRON PIPE.  NOTE-- MARK IS 77 FEET SOUTH OF PRESENT HWY.
 NT0002'187 BETWEEN OLD RIGHT-OF-WAY AND NEW ROAD,.  50 FEET NORTH OF SOUTH
 NT0002'RIGHT-OF-WAY FENCE, IN RIGHT-OF-WAY.
 NT0002
 NT0002                          STATION RECOVERY (1971)
 NT0002
 NT0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NT0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0755 ***********************************************************************
 MO0755  DESIGNATION -  7182
 MO0755  PID         -  MO0755
 MO0755  STATE/COUNTY-  WY/ALBANY
 MO0755  USGS QUAD   -  BOSLER SE (1981)
 MO0755
 MO0755                         *CURRENT SURVEY CONTROL
 MO0755  ___________________________________________________________________
 MO0755* NAD 83(1986)-  41 35 29.     (N)    105 37 29.     (W)     SCALED    
 MO0755* NAVD 88     -      2190.346  (meters)    7186.16   (feet)  ADJUSTED  
 MO0755  ___________________________________________________________________
 MO0755  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 MO0755  DYNAMIC HT  -        2188.501 (meters)    7180.11  (feet)  COMP
 MO0755  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 MO0755
 MO0755  VERT ORDER  -  SECOND    CLASS 0
 MO0755
 MO0755.The horizontal coordinates were scaled from a topographic map and have
 MO0755.an estimated accuracy of +/- 6 seconds.
 MO0755
 MO0755.The orthometric height was determined by differential leveling
 MO0755.and adjusted by the National Geodetic Survey in June 1991..
 MO0755
 MO0755.The geoid height was determined by GEOID03.
 MO0755
 MO0755.The dynamic height is computed by dividing the NAVD 88
 MO0755.geopotential number by the normal gravity value computed on the
 MO0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0755.degrees latitude (g = 980.6199 gals.).
 MO0755
 MO0755.The modeled gravity was interpolated from observed gravity values.
 MO0755
 MO0755;                    North         East    Units  Estimated Accuracy
 MO0755;SPC WY E     -   121,300.      161,810.      MT  (+/- 180 meters Scaled)
 MO0755
 MO0755                          SUPERSEDED SURVEY CONTROL
 MO0755
 MO0755  NGVD 29 (??/??/92) 2189.297  (m)         7182.72   (f) ADJ UNCH    2 0
 MO0755
 MO0755.Superseded values are not recommended for survey control.
 MO0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0755.See file dsdata.txt to determine how the superseded data were derived.
 MO0755
 MO0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG479045(NAD 83)
 MO0755_MARKER: DD = SURVEY DISK
 MO0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0755_STAMPING: 7182
 MO0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0755+STABILITY: SURFACE MOTION
 MO0755
 MO0755  HISTORY     - Date     Condition        Report By
 MO0755  HISTORY     - UNK      MONUMENTED       WYHD
 MO0755  HISTORY     - 1966     GOOD             NGS
 MO0755
 MO0755                          STATION DESCRIPTION
 MO0755
 MO0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0755'5.9 MI NE FROM BOSLER.
 MO0755'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0755'BOSLER, THENCE 3.95 MILES NORTHEAST ALONG STATE HIGHWAY 34, 100
 MO0755'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 MO0755'SOUTHWEST OF BENCH MARK C 167, 15 FEET SOUTHWEST OF THE SOUTHWEST
 MO0755'END OF A WIRE GATE, 0.9 FOOT NORTHWEST OF A FENCE, ABOUT LEVEL
 MO0755'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MO0755'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0013 ***********************************************************************
 NT0013  DESIGNATION -  7192
 NT0013  PID         -  NT0013
 NT0013  STATE/COUNTY-  WY/SUBLETTE
 NT0013  USGS QUAD   -  DANIEL (1970)
 NT0013
 NT0013                         *CURRENT SURVEY CONTROL
 NT0013  ___________________________________________________________________
 NT0013* NAD 83(1986)-  42 51 51.     (N)    110 04 22.     (W)     SCALED    
 NT0013* NAVD 88     -      2193.697  (meters)    7197.15   (feet)  ADJUSTED  
 NT0013  ___________________________________________________________________
 NT0013  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 NT0013  DYNAMIC HT  -        2191.938 (meters)    7191.38  (feet)  COMP
 NT0013  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 NT0013
 NT0013  VERT ORDER  -  SECOND    CLASS 0
 NT0013
 NT0013.The horizontal coordinates were scaled from a topographic map and have
 NT0013.an estimated accuracy of +/- 6 seconds.
 NT0013
 NT0013.The orthometric height was determined by differential leveling
 NT0013.and adjusted by the National Geodetic Survey in June 1991..
 NT0013
 NT0013.The geoid height was determined by GEOID03.
 NT0013
 NT0013.The dynamic height is computed by dividing the NAVD 88
 NT0013.geopotential number by the normal gravity value computed on the
 NT0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0013.degrees latitude (g = 980.6199 gals.).
 NT0013
 NT0013.The modeled gravity was interpolated from observed gravity values.
 NT0013
 NT0013;                    North         East    Units  Estimated Accuracy
 NT0013;SPC WY W     -   362,570.      800,860.      MT  (+/- 180 meters Scaled)
 NT0013
 NT0013                          SUPERSEDED SURVEY CONTROL
 NT0013
 NT0013  NGVD 29 (??/??/92) 2192.288  (m)         7192.53   (f) ADJ UNCH    2 0
 NT0013
 NT0013.Superseded values are not recommended for survey control.
 NT0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0013.See file dsdata.txt to determine how the superseded data were derived.
 NT0013
 NT0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN757461(NAD 83)
 NT0013_MARKER: P = PIPE CAP
 NT0013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0013_STAMPING: 7192
 NT0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0013
 NT0013  HISTORY     - Date     Condition        Report By
 NT0013  HISTORY     - UNK      MONUMENTED       USGS
 NT0013  HISTORY     - 1959     GOOD             NGS
 NT0013  HISTORY     - 1983     GOOD             LOCSUR
 NT0013
 NT0013                          STATION DESCRIPTION
 NT0013
 NT0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NT0013'IN DANIEL.
 NT0013'AT DANIEL, 215 FEET WEST OF STATE HIGHWAY 287 ABOUT 120 FEET SOUTHWEST
 NT0013'OF THE POST OFFICE BUILDING, 86.3 FEET WEST OF THE REAR OF THE BACKMON
 NT0013'AND SON WAREHOUSE, 58.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 NT0013'ONE STORY LOG CABIN, AND 21.5 FEET NORTH OF THE NORTHEAST CORNER OF A
 NT0013'TWO-STORY LOG CABIN.  A UNITED STATES GEOLOGICAL STANDARD CAP, STAMPED
 NT0013'7192 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE. NOTE-- HIGHWAY
 NT0013'AS REFERENCED IS NOW HWY. 189.
 NT0013
 NT0013                          STATION RECOVERY (1983)
 NT0013
 NT0013'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NT0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0753 ***********************************************************************
 MO0753  DESIGNATION -  7192
 MO0753  PID         -  MO0753
 MO0753  STATE/COUNTY-  WY/ALBANY
 MO0753  USGS QUAD   -  BOSLER SE (1981)
 MO0753
 MO0753                         *CURRENT SURVEY CONTROL
 MO0753  ___________________________________________________________________
 MO0753* NAD 83(1986)-  41 36 08.     (N)    105 36 32.     (W)     SCALED    
 MO0753* NAVD 88     -      2193.287  (meters)    7195.81   (feet)  ADJUSTED  
 MO0753  ___________________________________________________________________
 MO0753  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 MO0753  DYNAMIC HT  -        2191.455 (meters)    7189.80  (feet)  COMP
 MO0753  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 MO0753
 MO0753  VERT ORDER  -  SECOND    CLASS 0
 MO0753
 MO0753.The horizontal coordinates were scaled from a topographic map and have
 MO0753.an estimated accuracy of +/- 6 seconds.
 MO0753
 MO0753.The orthometric height was determined by differential leveling
 MO0753.and adjusted by the National Geodetic Survey in June 1991..
 MO0753
 MO0753.The geoid height was determined by GEOID03.
 MO0753
 MO0753.The dynamic height is computed by dividing the NAVD 88
 MO0753.geopotential number by the normal gravity value computed on the
 MO0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0753.degrees latitude (g = 980.6199 gals.).
 MO0753
 MO0753.The modeled gravity was interpolated from observed gravity values.
 MO0753
 MO0753;                    North         East    Units  Estimated Accuracy
 MO0753;SPC WY E     -   122,490.      163,140.      MT  (+/- 180 meters Scaled)
 MO0753
 MO0753                          SUPERSEDED SURVEY CONTROL
 MO0753
 MO0753  NGVD 29 (??/??/92) 2192.249  (m)         7192.40   (f) ADJ UNCH    2 0
 MO0753
 MO0753.Superseded values are not recommended for survey control.
 MO0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0753.See file dsdata.txt to determine how the superseded data were derived.
 MO0753
 MO0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG492057(NAD 83)
 MO0753_MARKER: DD = SURVEY DISK
 MO0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0753_STAMPING: 7192
 MO0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0753+STABILITY: SURFACE MOTION
 MO0753
 MO0753  HISTORY     - Date     Condition        Report By
 MO0753  HISTORY     - UNK      MONUMENTED       WYHD
 MO0753  HISTORY     - 1966     GOOD             NGS
 MO0753
 MO0753                          STATION DESCRIPTION
 MO0753
 MO0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0753'6.9 MI NE FROM BOSLER.
 MO0753'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0753'BOSLER, THENCE 4.95 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.3
 MO0753'MILE SOUTHWEST OF A WOODEN BRIDGE OVER A WASH, 101 FEET NORTHWEST
 MO0753'OF THE CENTER LINE OF THE HIGHWAY, 28.3 FEET SOUTHWEST OF BENCH
 MO0753'MARK D 167, 0.6 FOOT NORTHWEST OF A FENCE, ABOUT 1 FOOT HIGHER
 MO0753'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MO0753'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1125 ***********************************************************************
 PY1125  DESIGNATION -  7194.05
 PY1125  PID         -  PY1125
 PY1125  STATE/COUNTY-  WY/PARK
 PY1125  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1125
 PY1125                         *CURRENT SURVEY CONTROL
 PY1125  ___________________________________________________________________
 PY1125* NAD 83(1986)-  44 59 28.     (N)    110 03 25.     (W)     SCALED    
 PY1125* NAVD 88     -      2194.734  (meters)    7200.56   (feet)  ADJUSTED  
 PY1125  ___________________________________________________________________
 PY1125  GEOID HEIGHT-          -7.55  (meters)                     GEOID03
 PY1125  DYNAMIC HT  -        2193.503 (meters)    7196.52  (feet)  COMP
 PY1125  MODELED GRAV-     979,976.9   (mgal)                       NAVD 88
 PY1125
 PY1125  VERT ORDER  -  FIRST     CLASS II
 PY1125
 PY1125.The horizontal coordinates were scaled from a topographic map and have
 PY1125.an estimated accuracy of +/- 6 seconds.
 PY1125
 PY1125.The orthometric height was determined by differential leveling
 PY1125.and adjusted by the National Geodetic Survey in June 1991..
 PY1125
 PY1125.The geoid height was determined by GEOID03.
 PY1125
 PY1125.The dynamic height is computed by dividing the NAVD 88
 PY1125.geopotential number by the normal gravity value computed on the
 PY1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1125.degrees latitude (g = 980.6199 gals.).
 PY1125
 PY1125.The modeled gravity was interpolated from observed gravity values.
 PY1125
 PY1125;                    North         East    Units  Estimated Accuracy
 PY1125;SPC WYWC     -   499,710.      496,940.      MT  (+/- 180 meters Scaled)
 PY1125
 PY1125                          SUPERSEDED SURVEY CONTROL
 PY1125
 PY1125.No superseded survey control is available for this station.
 PY1125
 PY1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ743823(NAD 83)
 PY1125_MARKER: DB = BENCH MARK DISK
 PY1125_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1125_SP_SET: CONCRETE BRIDGE
 PY1125_STAMPING: 7194.05
 PY1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1125+STABILITY: SURFACE MOTION
 PY1125
 PY1125  HISTORY     - Date     Condition        Report By
 PY1125  HISTORY     - 1977     MONUMENTED       BPR
 PY1125
 PY1125                          STATION DESCRIPTION
 PY1125
 PY1125'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1977
 PY1125'15.4 KM (9.60 MI) NE FROM SODA BUTTE YNP.
 PY1125'SODA BUTTE, 9.6 MILES NORTHEAST OF, 575 FEET SOUTH OF JUNCTION ROAD
 PY1125'SOUTHWEST (THE OLD HWY), 14 FEET WEST OF COOKE HIGHWAY (US HWY 212),
 PY1125'IN CONCRETE BRIDGE OVER SODA BUTTE CREEK, 2.4 FEET NORTH OF SOUTH END
 PY1125'OF WEST WING WALL OF SOUTH CONCRETE ABUTMENT, BUREAU OF PUBLIC ROADS
 PY1125'TABLET STAMPED 7194.05.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0119 ***********************************************************************
 NS0119  DESIGNATION -  7219
 NS0119  PID         -  NS0119
 NS0119  STATE/COUNTY-  WY/SUBLETTE
 NS0119  USGS QUAD   -  GOBBLERS KNOB (1980)
 NS0119
 NS0119                         *CURRENT SURVEY CONTROL
 NS0119  ___________________________________________________________________
 NS0119* NAD 83(1986)-  42 35 34.     (N)    109 37 43.     (W)     SCALED    
 NS0119* NAVD 88     -      2204.863  (meters)    7233.79   (feet)  ADJUSTED  
 NS0119  ___________________________________________________________________
 NS0119  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 NS0119  DYNAMIC HT  -        2202.989 (meters)    7227.64  (feet)  COMP
 NS0119  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 NS0119
 NS0119  VERT ORDER  -  FIRST     CLASS II
 NS0119
 NS0119.The horizontal coordinates were scaled from a topographic map and have
 NS0119.an estimated accuracy of +/- 6 seconds.
 NS0119
 NS0119.The orthometric height was determined by differential leveling
 NS0119.and adjusted by the National Geodetic Survey in June 1991..
 NS0119
 NS0119.The geoid height was determined by GEOID03.
 NS0119
 NS0119.The dynamic height is computed by dividing the NAVD 88
 NS0119.geopotential number by the normal gravity value computed on the
 NS0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0119.degrees latitude (g = 980.6199 gals.).
 NS0119
 NS0119.The modeled gravity was interpolated from observed gravity values.
 NS0119
 NS0119;                    North         East    Units  Estimated Accuracy
 NS0119;SPC WY W     -   332,520.      837,320.      MT  (+/- 180 meters Scaled)
 NS0119
 NS0119                          SUPERSEDED SURVEY CONTROL
 NS0119
 NS0119  NGVD 29 (??/??/92) 2203.43   (m)         7229.1    (f) COMPUTED    1 2
 NS0119
 NS0119.Superseded values are not recommended for survey control.
 NS0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0119.See file dsdata.txt to determine how the superseded data were derived.
 NS0119
 NS0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN125165(NAD 83)
 NS0119_MARKER: P = PIPE CAP
 NS0119_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0119_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0119_STAMPING: 7219 R L
 NS0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0119
 NS0119  HISTORY     - Date     Condition        Report By
 NS0119  HISTORY     - UNK      MONUMENTED       USGS
 NS0119  HISTORY     - 1934     GOOD             NGS
 NS0119
 NS0119                          STATION DESCRIPTION
 NS0119
 NS0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NS0119'34.6 MI NW FROM FARSON.
 NS0119'IN SUBLETTE COUNTY, 34.6 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM
 NS0119'THE HOTEL AT FARSON, SWEETWATER COUNTY, ABOUT 11.6 MILES SOUTHEAST OF
 NS0119'THE POST OFFICE AT BOULDER,  SUBLETTE COUNTY, ABOUT 800 FEET NORTH OF
 NS0119'THE STARK CABIN, ABOUT 800 FEET WEST OF PECULIARLY COLORED CLAY BANKS,
 NS0119'AND 74.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 NS0119'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7219 R L AND RIVETED ON THE
 NS0119'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0747 ***********************************************************************
 MO0747  DESIGNATION -  7226
 MO0747  PID         -  MO0747
 MO0747  STATE/COUNTY-  WY/ALBANY
 MO0747  USGS QUAD   -  BOSLER SE (1981)
 MO0747
 MO0747                         *CURRENT SURVEY CONTROL
 MO0747  ___________________________________________________________________
 MO0747* NAD 83(1986)-  41 37 11.     (N)    105 35 00.     (W)     SCALED    
 MO0747* NAVD 88     -      2203.608  (meters)    7229.67   (feet)  ADJUSTED  
 MO0747  ___________________________________________________________________
 MO0747  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 MO0747  DYNAMIC HT  -        2201.757 (meters)    7223.60  (feet)  COMP
 MO0747  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 MO0747
 MO0747  VERT ORDER  -  SECOND    CLASS 0
 MO0747
 MO0747.The horizontal coordinates were scaled from a topographic map and have
 MO0747.an estimated accuracy of +/- 6 seconds.
 MO0747
 MO0747.The orthometric height was determined by differential leveling
 MO0747.and adjusted by the National Geodetic Survey in June 1991..
 MO0747
 MO0747.The geoid height was determined by GEOID03.
 MO0747
 MO0747.The dynamic height is computed by dividing the NAVD 88
 MO0747.geopotential number by the normal gravity value computed on the
 MO0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0747.degrees latitude (g = 980.6199 gals.).
 MO0747
 MO0747.The modeled gravity was interpolated from observed gravity values.
 MO0747
 MO0747;                    North         East    Units  Estimated Accuracy
 MO0747;SPC WY E     -   124,430.      165,280.      MT  (+/- 180 meters Scaled)
 MO0747
 MO0747                          SUPERSEDED SURVEY CONTROL
 MO0747
 MO0747  NGVD 29 (??/??/92) 2202.555  (m)         7226.22   (f) ADJ UNCH    2 0
 MO0747
 MO0747.Superseded values are not recommended for survey control.
 MO0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0747.See file dsdata.txt to determine how the superseded data were derived.
 MO0747
 MO0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG514077(NAD 83)
 MO0747_MARKER: DD = SURVEY DISK
 MO0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0747_STAMPING: 7226
 MO0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0747+STABILITY: SURFACE MOTION
 MO0747
 MO0747  HISTORY     - Date     Condition        Report By
 MO0747  HISTORY     - UNK      MONUMENTED       WYHD
 MO0747  HISTORY     - 1966     GOOD             NGS
 MO0747
 MO0747                          STATION DESCRIPTION
 MO0747
 MO0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0747'8.7 MI NE FROM BOSLER.
 MO0747'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0747'BOSLER, THENCE 6.75 MILES NORTHEAST ALONG STATE HIGHWAY 34,
 MO0747'0.6 MILE SOUTHWEST OF THE JUNCTION OF A DRIVEWAY NORTHWEST TO A
 MO0747'HOUSE, 101 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.4
 MO0747'FEET NORTHWEST OF BENCH MARK F 167, 2.0 FEET NORTHWEST OF A
 MO0747'FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 MO0747'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1124 ***********************************************************************
 PY1124  DESIGNATION -  7229.23
 PY1124  PID         -  PY1124
 PY1124  STATE/COUNTY-  WY/PARK
 PY1124  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1124
 PY1124                         *CURRENT SURVEY CONTROL
 PY1124  ___________________________________________________________________
 PY1124* NAD 83(1986)-  44 59 03.     (N)    110 03 35.     (W)     SCALED    
 PY1124* NAVD 88     -      2205.479  (meters)    7235.81   (feet)  ADJUSTED  
 PY1124  ___________________________________________________________________
 PY1124  GEOID HEIGHT-          -7.55  (meters)                     GEOID03
 PY1124  DYNAMIC HT  -        2204.244 (meters)    7231.76  (feet)  COMP
 PY1124  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 PY1124
 PY1124  VERT ORDER  -  FIRST     CLASS II
 PY1124
 PY1124.The horizontal coordinates were scaled from a topographic map and have
 PY1124.an estimated accuracy of +/- 6 seconds.
 PY1124
 PY1124.The orthometric height was determined by differential leveling
 PY1124.and adjusted by the National Geodetic Survey in June 1991..
 PY1124
 PY1124.The geoid height was determined by GEOID03.
 PY1124
 PY1124.The dynamic height is computed by dividing the NAVD 88
 PY1124.geopotential number by the normal gravity value computed on the
 PY1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1124.degrees latitude (g = 980.6199 gals.).
 PY1124
 PY1124.The modeled gravity was interpolated from observed gravity values.
 PY1124
 PY1124;                    North         East    Units  Estimated Accuracy
 PY1124;SPC WYWC     -   498,940.      496,710.      MT  (+/- 180 meters Scaled)
 PY1124
 PY1124                          SUPERSEDED SURVEY CONTROL
 PY1124
 PY1124.No superseded survey control is available for this station.
 PY1124
 PY1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ741816(NAD 83)
 PY1124_MARKER: DB = BENCH MARK DISK
 PY1124_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1124_SP_SET: CULVERT HEADWALL
 PY1124_STAMPING: 7229.23
 PY1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1124+STABILITY: SURFACE MOTION
 PY1124
 PY1124  HISTORY     - Date     Condition        Report By
 PY1124  HISTORY     - 1977     MONUMENTED       BPR
 PY1124
 PY1124                          STATION DESCRIPTION
 PY1124
 PY1124'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1977
 PY1124'14.3 KM (8.90 MI) NE FROM SODA BUTTE YNP.
 PY1124'SODA BUTTE, 8.9 MILES NORTHEAST OF, ABOUT 100 FEET NORTH OF SOUTH
 PY1124'EDGE OF TIMBER, 18 FEET NOTHWEST OF COOKE HIGHWAY (US HWY 212), IN
 PY1124'TOP OF MASONARY CULVERT, BUREAU OF PUBLIC ROADS TABLET STAMPED
 PY1124'7229.23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0342 ***********************************************************************
 OW0342  DESIGNATION -  7251=FORKS
 OW0342  PID         -  OW0342
 OW0342  STATE/COUNTY-  WY/FREMONT
 OW0342  USGS QUAD   -  BLUE HOLES (1991)
 OW0342
 OW0342                         *CURRENT SURVEY CONTROL
 OW0342  ___________________________________________________________________
 OW0342* NAD 83(1993)-  43 26 52.29540(N)    109 25 03.67615(W)     ADJUSTED  
 OW0342* NAVD 88     -      2211.4    (meters)    7255.     (feet)  VERTCON   
 OW0342  ___________________________________________________________________
 OW0342  LAPLACE CORR-         -11.43  (seconds)                    DEFLEC99
 OW0342  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 OW0342
 OW0342  HORZ ORDER  -  FIRST
 OW0342
 OW0342.The horizontal coordinates were established by classical geodetic methods
 OW0342.and adjusted by the National Geodetic Survey in January 1997..
 OW0342
 OW0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0342
 OW0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0342
 OW0342.The geoid height was determined by GEOID03.
 OW0342
 OW0342;                    North         East     Units Scale Factor Converg.
 OW0342;SPC WYWC     -   327,623.153   545,956.490   MT  0.99997341   -0 27 33.0
 OW0342;UTM  12      - 4,811,766.757   628,031.900   MT  0.99980164   +1 05 17.9
 OW0342
 OW0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0342!SPC WYWC     -   0.99965469  x   0.99997341  =   0.99962811
 OW0342!UTM  12      -   0.99965469  x   0.99980164  =   0.99945640
 OW0342
 OW0342|---------------------------------------------------------------------|
 OW0342| PID    Reference Object                     Distance      Geod. Az  |
 OW0342|                                                           dddmmss.s |
 OW0342| CP5376 FORKS RM 1                            7.410 METERS 23129     |
 OW0342| CP5377 FORKS RM 2                            7.870 METERS 29747     |
 OW0342| CP5375 FORKS AZ MK                                        3212628.4 |
 OW0342|---------------------------------------------------------------------|
 OW0342
 OW0342                          SUPERSEDED SURVEY CONTROL
 OW0342
 OW0342  NAD 83(1986)-  43 26 52.28320(N)    109 25 03.66694(W) AD(       ) 1
 OW0342  NAD 27      -  43 26 52.44500(N)    109 25 01.14000(W) AD(       ) 1
 OW0342  NGVD 29 (07/19/86) 2210.3    (m)         7252.     (f) VERT ANG       
 OW0342
 OW0342.Superseded values are not recommended for survey control.
 OW0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0342.See file dsdata.txt to determine how the superseded data were derived.
 OW0342
 OW0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP2803211767(NAD 83)
 OW0342_MARKER: DD = SURVEY DISK
 OW0342_SETTING: 80 = SET IN A BOULDER
 OW0342_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OW0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0342
 OW0342  HISTORY     - Date     Condition        Report By
 OW0342  HISTORY     - 1905     MONUMENTED       USGS
 OW0342  HISTORY     - 1946     GOOD             USGS
 OW0342  HISTORY     - 1952     GOOD             USGS
 OW0342  HISTORY     - 20060919 MARK NOT FOUND   WYGFD
 OW0342
 OW0342                          STATION DESCRIPTION
 OW0342
 OW0342'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OW0342'THE STATION IS LOCATED ON A HIGH PROMINENT BUTTE ABOUT 13 MILES,
 OW0342'AIRLINE, SOUTHEAST OF DUBOIS, 9 MILES, AIRLINE, NORTHWEST OF
 OW0342'BURRIS, 2 MILES NORTHEAST OF THE NEAREST POINT OF U.S. HIGHWAY
 OW0342'NO. 287, AND 3 MILES EAST OF THE JUNCTION OF THE NORTH FORK OF
 OW0342'WIND RIVER AND WIND RIVER.  THE BUTTE FALLS AWAY ABRUPTLY ON
 OW0342'THE NORTH, SOUTH, AND EAST SIDE, AND SLOPES TO WEST.
 OW0342'
 OW0342'THE STATION MARK IS A STANDARD USGS TRIANGULATION STATION DISC
 OW0342'CEMENTED IN A 6 INCH BOULDER WHICH IS FLUSH WITH THE SURFACE
 OW0342'OF THE GROUND AND IS REINFORCED WITH CONCRETE.  IT IS ABOUT
 OW0342'20 FEET NORTHWEST OF THE SOUTHEAST TIP OF THE BUTTE AND IS
 OW0342'NOT STAMPED.
 OW0342'
 OW0342'REFERENCE MARK NO. 1 IS A STANDARD C AND GS DISC CEMENTED IN
 OW0342'A DRILL HOLE IN A BOULDER WHICH IS 5 INCHES IN DIAMETER AND FLUSH
 OW0342'WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 1-1/2 FOOT LOWER
 OW0342'THAN THE STATION MARK AND IS STAMPED FORKS USGS NO 1 1946.
 OW0342'
 OW0342'REFERENCE MARK NO. 2 IS A STANDARD C AND GS DISC CEMENTED IN A
 OW0342'DRILL HOLE IN A BOULDER WHICH IS 5 INCHES IN DIAMETER, IS FLUSH
 OW0342'WITH THE SURFACE OF THE GROUND, IS 6 INCHES HIGHER THAN THE
 OW0342'STATION MARK, AND IS STAMPED FORKS USGS NO 2 1946.
 OW0342'
 OW0342'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE IN
 OW0342'A 5 FT X 2-1/2 FT BOULDER WHICH PROJECTS 2.5 FEET.  IT IS ON
 OW0342'THE SOUTHWEST SLOPE OF THE FIRST HILL TO THE NORTHWEST IT IS
 OW0342'STAMPED FORKS USGS 1946.
 OW0342'
 OW0342'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS GO EAST AND
 OW0342'SOUTH ON U.S. HIGHWAY NO. 287 FOR 10.8 MILES TO A BLADED ROAD
 OW0342'ON THE LEFT AND SIGN HOT FOOT RANCH 12 MILES, DUNCAN.  TURN LEFT
 OW0342'ACROSS A CATTLE GUARD AND GO 1.3 MILES TO A POINT WHERE THE ROAD
 OW0342'BENDS LEFT NEAR A GROUP OF FARM.  LEAVE THE ROAD AND GO STRAIGHT
 OW0342'AHEAD TO A WIRE GATE ON THE RIGHT.  PASS THROUGH THE GATE AND
 OW0342'TURN SHARP RIGHT AFTER PASSING OVER A SMALL WOODEN BRIDGE.  GO
 OW0342'ACROSS COUNTRY ALONG A GRASSY MEADOW PARALLELING THE ROAD FOR
 OW0342'0.4 MILES TO A GROUP OF SMALL WILLOW BUSHES.  BEAR LEFT
 OW0342'THROUGH THE WILLOWS FOR 150 FEET TO THE RIVERS EDGE.  FORD THE
 OW0342'RIVER AND GO SOUTHERLY TO A WIRE FENCE WHICH IS ABOUT 0.15
 OW0342'MILE FROM THE RIVER.  GO THROUGH THE FENCE AND TURN LEFT
 OW0342'EASTERLY UP A WASH 0.1 MILE.  BEAR RIGHT OUT OF THE WASH AND
 OW0342'CROSS A SMALL SAGE BRUSH COVERED FLAT TO AN OLD WAGON TRACK
 OW0342'ROAD GOING EASTERLY UP SIDE OF HILL.  FOLLOW THESE OLD
 OW0342'TRACKS FOR 1.0 MILE TO TOP OF RIDGE (MESA)--FROM HERE THE
 OW0342'STATION CAN BE SEEN AS A SQUARE-TOPPED BUTTE AT THE
 OW0342'EASTERN EDGE OF THE MESA.  GO ACROSS COUNTRY EASTERLY 2.0
 OW0342'MILES TO THE TOP OF THE BUTTE AND STATION.  A DRIVE STATION
 OW0342'WITH A 4X4 VEHICLE.
 OW0342
 OW0342                          STATION RECOVERY (1952)
 OW0342
 OW0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 OW0342'RECOVERY NOTE BY USGS, 1952--STATION IS LOCATED IN SE. 1/4 SEC. 36,
 OW0342'T 6 N, R 6 W.
 OW0342'
 OW0342'STATION MARK--STANDARD USGS TRIANGULATION STATION DISK CEMENTED IN A
 OW0342'6 IN. BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 OW0342'REINFORCED WITH CONCRETE.  STATION MARK WAS STAMPED---VA 7251--- BY
 OW0342'USGS.
 OW0342
 OW0342                          STATION RECOVERY (2006)
 OW0342
 OW0342'RECOVERY NOTE BY WYOMING GAME AND FISH DEPARTMENT 2006 (RED)
 OW0342'RM 1 IS THE ONLY THING THAT REMAINS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0745 ***********************************************************************
 MO0745  DESIGNATION -  7252
 MO0745  PID         -  MO0745
 MO0745  STATE/COUNTY-  WY/ALBANY
 MO0745  USGS QUAD   -  SYBILLE SPRINGS (1981)
 MO0745
 MO0745                         *CURRENT SURVEY CONTROL
 MO0745  ___________________________________________________________________
 MO0745* NAD 83(1986)-  41 37 48.     (N)    105 34 07.     (W)     SCALED    
 MO0745* NAVD 88     -      2211.445  (meters)    7255.38   (feet)  ADJUSTED  
 MO0745  ___________________________________________________________________
 MO0745  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 MO0745  DYNAMIC HT  -        2209.608 (meters)    7249.36  (feet)  COMP
 MO0745  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 MO0745
 MO0745  VERT ORDER  -  SECOND    CLASS 0
 MO0745
 MO0745.The horizontal coordinates were scaled from a topographic map and have
 MO0745.an estimated accuracy of +/- 6 seconds.
 MO0745
 MO0745.The orthometric height was determined by differential leveling
 MO0745.and adjusted by the National Geodetic Survey in June 1991..
 MO0745
 MO0745.The geoid height was determined by GEOID03.
 MO0745
 MO0745.The dynamic height is computed by dividing the NAVD 88
 MO0745.geopotential number by the normal gravity value computed on the
 MO0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0745.degrees latitude (g = 980.6199 gals.).
 MO0745
 MO0745.The modeled gravity was interpolated from observed gravity values.
 MO0745
 MO0745;                    North         East    Units  Estimated Accuracy
 MO0745;SPC WY E     -   125,560.      166,510.      MT  (+/- 180 meters Scaled)
 MO0745
 MO0745                          SUPERSEDED SURVEY CONTROL
 MO0745
 MO0745  NGVD 29 (??/??/92) 2210.409  (m)         7251.98   (f) ADJ UNCH    2 0
 MO0745
 MO0745.Superseded values are not recommended for survey control.
 MO0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0745.See file dsdata.txt to determine how the superseded data were derived.
 MO0745
 MO0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG526088(NAD 83)
 MO0745_MARKER: DD = SURVEY DISK
 MO0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0745_STAMPING: 7252
 MO0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0745+STABILITY: SURFACE MOTION
 MO0745
 MO0745  HISTORY     - Date     Condition        Report By
 MO0745  HISTORY     - UNK      MONUMENTED       WYHD
 MO0745  HISTORY     - 1966     GOOD             NGS
 MO0745
 MO0745                          STATION DESCRIPTION
 MO0745
 MO0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0745'9.7 MI NE FROM BOSLER.
 MO0745'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BOSLER,
 MO0745'THENCE 7.75 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.35 MILE
 MO0745'NORTHEAST OF THE JUNCTION OF A DRIVEWAY SOUTHWEST TO A HOUSE,
 MO0745'0.15 MILE NORTHEAST OF A WOODEN BRIDGE OVER A CREEK, 101 FEET
 MO0745'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5.0 FEET NORTHWEST
 MO0745'OF BENCH MARK U 167, 1.9 FEET NORTHWEST OF A FENCE, 5.3 FEET
 MO0745'NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY,
 MO0745'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 MO0745'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0619 ***********************************************************************
 MO0619  DESIGNATION -  7260
 MO0619  PID         -  MO0619
 MO0619  STATE/COUNTY-  WY/ALBANY
 MO0619  USGS QUAD   -  LARAMIE SW (1978)
 MO0619
 MO0619                         *CURRENT SURVEY CONTROL
 MO0619  ___________________________________________________________________
 MO0619* NAD 83(1986)-  41 19 13.     (N)    105 39 13.     (W)     SCALED    
 MO0619* NAVD 88     -      2214.482  (meters)    7265.35   (feet)  ADJUSTED  
 MO0619  ___________________________________________________________________
 MO0619  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 MO0619  DYNAMIC HT  -        2212.562 (meters)    7259.05  (feet)  COMP
 MO0619  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 MO0619
 MO0619  VERT ORDER  -  FIRST     CLASS II
 MO0619
 MO0619.The horizontal coordinates were scaled from a topographic map and have
 MO0619.an estimated accuracy of +/- 6 seconds.
 MO0619
 MO0619.The orthometric height was determined by differential leveling
 MO0619.and adjusted by the National Geodetic Survey in June 1991..
 MO0619
 MO0619.The geoid height was determined by GEOID03.
 MO0619
 MO0619.The dynamic height is computed by dividing the NAVD 88
 MO0619.geopotential number by the normal gravity value computed on the
 MO0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0619.degrees latitude (g = 980.6199 gals.).
 MO0619
 MO0619.The modeled gravity was interpolated from observed gravity values.
 MO0619
 MO0619;                    North         East    Units  Estimated Accuracy
 MO0619;SPC WY E     -    91,200.      159,230.      MT  (+/- 180 meters Scaled)
 MO0619
 MO0619                          SUPERSEDED SURVEY CONTROL
 MO0619
 MO0619  NGVD 29 (??/??/92) 2213.430  (m)         7261.89   (f) ADJ UNCH    1 2
 MO0619
 MO0619.Superseded values are not recommended for survey control.
 MO0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0619.See file dsdata.txt to determine how the superseded data were derived.
 MO0619
 MO0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF452745(NAD 83)
 MO0619_MARKER: P = PIPE CAP
 MO0619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MO0619_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MO0619_STAMPING: LARAMIE 7260
 MO0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0619
 MO0619  HISTORY     - Date     Condition        Report By
 MO0619  HISTORY     - UNK      MONUMENTED       USGS
 MO0619  HISTORY     - 1956     GOOD             NGS
 MO0619  HISTORY     - 1979     GOOD             NGS
 MO0619
 MO0619                          STATION DESCRIPTION
 MO0619
 MO0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0619'3.3 MI W FROM LARAMIE.
 MO0619'3.3 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0619'RAILROAD FROM THE STATION AT LARAMIE, 153 FEET SOUTHWEST OF THE
 MO0619'6TH POLE WEST OF MILEPOST 3, AT THE CROSSING OF A POWER LINE,
 MO0619'108 FEET SOUTH OF THE SOUTH RAIL, 48 FEET SOUTH OF A POWER POLE,
 MO0619'15 FEET SOUTH OF A BOARD SNOW FENCE, 13.3 FEET WEST OF A FENCE,
 MO0619'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.4
 MO0619'FEET ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 35,
 MO0619'TOWNSHIP 16 NORTH, RANGE 74 WEST.
 MO0619
 MO0619                          STATION RECOVERY (1979)
 MO0619
 MO0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MO0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4599 ***********************************************************************
 AA4599  DESIGNATION -  7260 RESET
 AA4599  PID         -  AA4599
 AA4599  STATE/COUNTY-  WY/ALBANY
 AA4599  USGS QUAD   -  LARAMIE SW (1978)
 AA4599
 AA4599                         *CURRENT SURVEY CONTROL
 AA4599  ___________________________________________________________________
 AA4599* NAD 83(1986)-  41 19 13.     (N)    105 39 13.     (W)     SCALED    
 AA4599* NAVD 88     -      2213.72   (+/-2cm)    7262.8    (feet)  VERTCON   
 AA4599  ___________________________________________________________________
 AA4599  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 AA4599
 AA4599  VERT ORDER  -  THIRD (See Below)
 AA4599
 AA4599.The horizontal coordinates were scaled from a topographic map and have
 AA4599.an estimated accuracy of +/- 6 seconds.
 AA4599
 AA4599.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4599.The vertical order pertains to the NGVD 29 superseded value.
 AA4599
 AA4599.The geoid height was determined by GEOID03.
 AA4599
 AA4599;                    North         East    Units  Estimated Accuracy
 AA4599;SPC WY E     -    91,200.      159,230.      MT  (+/- 180 meters Scaled)
 AA4599
 AA4599                          SUPERSEDED SURVEY CONTROL
 AA4599
 AA4599  NGVD 29 (03/28/06) 2212.66   (m)         7259.4    (f) RESET       3  
 AA4599
 AA4599.Superseded values are not recommended for survey control.
 AA4599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4599.See file dsdata.txt to determine how the superseded data were derived.
 AA4599
 AA4599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF452745(NAD 83)
 AA4599_MARKER: DD = SURVEY DISK
 AA4599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4599_STAMPING: LARAMIE 7260 RESET 1977
 AA4599_MARK LOGO: USGS  
 AA4599_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4599+STABILITY: SURFACE MOTION
 AA4599
 AA4599  HISTORY     - Date     Condition        Report By
 AA4599  HISTORY     - 1977     MONUMENTED       NGS
 AA4599
 AA4599                          STATION DESCRIPTION
 AA4599
 AA4599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AA4599'3.3 MILES (5.3 KM) WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 AA4599'STATION IN LARAMIE, ABOUT 265 FEET (80.8 M) SOUTH OF THE SOUTH RAIL OF
 AA4599'THE TRACK, 157 FEET (47.9 M) SOUTH OF THE ORIGINAL STATION, 0.8 MILE
 AA4599'(1.3 KM) EAST-NORTHEAST OF THE LARAMIE MUNICIPAL AIRPORT, 0.15 MILE
 AA4599'(0.24 KM) NORTH OF THE PRESENT STATE HIGHWAY 130, AT THE NORTH EDGE OF
 AA4599'NEW STATE HIGHWAY 130, WHICH IS NOW UNDER CONSTRUCTION, ON LAND WHICH
 AA4599'IS OWNED BY THE UNIVERSITY OF WYOMING, 1.5 FEET (0.5 M) SOUTH OF A
 AA4599'4-STRAND BARBED WIRE FENCE, 1 FOOT (0.3 M) SOUTH EAST OF A METAL
 AA4599'WITNESS POST, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0775 ***********************************************************************
 PY0775  DESIGNATION -  7273.15
 PY0775  PID         -  PY0775
 PY0775  STATE/COUNTY-  WY/TETON
 PY0775  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0775
 PY0775                         *CURRENT SURVEY CONTROL
 PY0775  ___________________________________________________________________
 PY0775* NAD 83(1986)-  44 28 59.     (N)    110 51 09.     (W)     SCALED    
 PY0775* NAVD 88     -      2218.655  (meters)    7279.04   (feet)  ADJUSTED  
 PY0775  ___________________________________________________________________
 PY0775  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PY0775  DYNAMIC HT  -        2217.243 (meters)    7274.40  (feet)  COMP
 PY0775  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 PY0775
 PY0775  VERT ORDER  -  FIRST     CLASS II
 PY0775
 PY0775.The horizontal coordinates were scaled from a topographic map and have
 PY0775.an estimated accuracy of +/- 6 seconds.
 PY0775
 PY0775.The orthometric height was determined by differential leveling
 PY0775.and adjusted by the National Geodetic Survey in June 1991..
 PY0775
 PY0775.The geoid height was determined by GEOID03.
 PY0775
 PY0775.The dynamic height is computed by dividing the NAVD 88
 PY0775.geopotential number by the normal gravity value computed on the
 PY0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0775.degrees latitude (g = 980.6199 gals.).
 PY0775
 PY0775.The modeled gravity was interpolated from observed gravity values.
 PY0775
 PY0775;                    North         East    Units  Estimated Accuracy
 PY0775;SPC WY W     -   542,710.      738,820.      MT  (+/- 180 meters Scaled)
 PY0775
 PY0775                          SUPERSEDED SURVEY CONTROL
 PY0775
 PY0775  NGVD 29 (08/20/92) 2217.324  (m)         7274.67   (f) ADJUSTED    1 2
 PY0775
 PY0775.Superseded values are not recommended for survey control.
 PY0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0775.See file dsdata.txt to determine how the superseded data were derived.
 PY0775
 PY0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ117255(NAD 83)
 PY0775_MARKER: DB = BENCH MARK DISK
 PY0775_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0775+WITH SETTING: PAVEMENT
 PY0775_SP_SET: BRIDGE WALKWAY
 PY0775_STAMPING: 7273.15
 PY0775_MARK LOGO: BPR   
 PY0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0775+STABILITY: SURFACE MOTION
 PY0775
 PY0775  HISTORY     - Date     Condition        Report By
 PY0775  HISTORY     - UNK      MONUMENTED       BPR
 PY0775  HISTORY     - 1987     GOOD             NGS
 PY0775
 PY0775                          STATION DESCRIPTION
 PY0775
 PY0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0775'21.8 KM (13.55 MI) SOUTH FROM MADISON JUNCTION.
 PY0775'21.8 KM (13.55 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB
 PY0775'HIGHWAY FROM ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE
 PY0775'HIGHWAY IN MADISON JUNCTION, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST
 PY0775'OF THE SOUTHWEST END OF THE WEST WALKWAY OF A HIGHWAY BRIDGE SPANNING
 PY0775'THE FIREHOLE RIVER, 3.0 KM (1.85 MI) NORTHWEST OF THE OLD FAITHFUL
 PY0775'OVERPASS, AND 4.1 M (13.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 PY0775'HIGHWAY.
 PY0775'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0092 ***********************************************************************
 MR0092  DESIGNATION -  7277
 MR0092  PID         -  MR0092
 MR0092  STATE/COUNTY-  WY/UINTA
 MR0092  USGS QUAD   -  REED RESERVOIR (1980)
 MR0092
 MR0092                         *CURRENT SURVEY CONTROL
 MR0092  ___________________________________________________________________
 MR0092* NAD 83(1986)-  41 08 02.     (N)    110 10 51.     (W)     SCALED    
 MR0092* NAVD 88     -      2219.434  (meters)    7281.59   (feet)  ADJUSTED  
 MR0092  ___________________________________________________________________
 MR0092  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 MR0092  DYNAMIC HT  -        2217.332 (meters)    7274.70  (feet)  COMP
 MR0092  MODELED GRAV-     979,597.3   (mgal)                       NAVD 88
 MR0092
 MR0092  VERT ORDER  -  SECOND    CLASS 0
 MR0092
 MR0092.The horizontal coordinates were scaled from a topographic map and have
 MR0092.an estimated accuracy of +/- 6 seconds.
 MR0092
 MR0092.The orthometric height was determined by differential leveling
 MR0092.and adjusted by the National Geodetic Survey in June 1991..
 MR0092
 MR0092.The geoid height was determined by GEOID03.
 MR0092
 MR0092.The dynamic height is computed by dividing the NAVD 88
 MR0092.geopotential number by the normal gravity value computed on the
 MR0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0092.degrees latitude (g = 980.6199 gals.).
 MR0092
 MR0092.The modeled gravity was interpolated from observed gravity values.
 MR0092
 MR0092;                    North         East    Units  Estimated Accuracy
 MR0092;SPC WY W     -   170,390.      791,810.      MT  (+/- 180 meters Scaled)
 MR0092
 MR0092                          SUPERSEDED SURVEY CONTROL
 MR0092
 MR0092  NGVD 29 (??/??/92) 2218.028  (m)         7276.98   (f) ADJ UNCH    2 0
 MR0092
 MR0092.Superseded values are not recommended for survey control.
 MR0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0092.See file dsdata.txt to determine how the superseded data were derived.
 MR0092
 MR0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL687539(NAD 83)
 MR0092_MARKER: P = PIPE CAP
 MR0092_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0092_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0092_STAMPING: 7277 ADJ 1903
 MR0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0092
 MR0092  HISTORY     - Date     Condition        Report By
 MR0092  HISTORY     - 1903     MONUMENTED       USGS
 MR0092  HISTORY     - 1934     POOR             NGS
 MR0092
 MR0092                          STATION DESCRIPTION
 MR0092
 MR0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MR0092'6.7 MI N FROM LONETREE.
 MR0092'6.7 MILES NORTH ALONG THE ROAD LEADING TO LYMAN FROM THE NEW (1934)
 MR0092'SCHOOLHOUSE AT LONETREE, UINTA COUNTY, AT THE TOP OF A HILL ON THE
 MR0092'OUTSIDE OF A SHARP CURVE, AT THE CROSSING OF A ROW OF POLES, ON A
 MR0092'PROMINENT 10-FOOT RIDGE FORMED BY A CUT, AND 36 FEET NORTH OF THE
 MR0092'CENTER LINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 MR0092'CAP, STAMPED 7277 ADJ 1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 MR0092'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0740 ***********************************************************************
 MO0740  DESIGNATION -  7289
 MO0740  PID         -  MO0740
 MO0740  STATE/COUNTY-  WY/ALBANY
 MO0740  USGS QUAD   -  SYBILLE SPRINGS (1981)
 MO0740
 MO0740                         *CURRENT SURVEY CONTROL
 MO0740  ___________________________________________________________________
 MO0740* NAD 83(1986)-  41 39 03.     (N)    105 32 16.     (W)     SCALED    
 MO0740* NAVD 88     -      2222.856  (meters)    7292.82   (feet)  ADJUSTED  
 MO0740  ___________________________________________________________________
 MO0740  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 MO0740  DYNAMIC HT  -        2221.039 (meters)    7286.86  (feet)  COMP
 MO0740  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 MO0740
 MO0740  VERT ORDER  -  SECOND    CLASS 0
 MO0740
 MO0740.The horizontal coordinates were scaled from a topographic map and have
 MO0740.an estimated accuracy of +/- 6 seconds.
 MO0740
 MO0740.The orthometric height was determined by differential leveling
 MO0740.and adjusted by the National Geodetic Survey in June 1991..
 MO0740
 MO0740.The geoid height was determined by GEOID03.
 MO0740
 MO0740.The dynamic height is computed by dividing the NAVD 88
 MO0740.geopotential number by the normal gravity value computed on the
 MO0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0740.degrees latitude (g = 980.6199 gals.).
 MO0740
 MO0740.The modeled gravity was interpolated from observed gravity values.
 MO0740
 MO0740;                    North         East    Units  Estimated Accuracy
 MO0740;SPC WY E     -   127,870.      169,090.      MT  (+/- 180 meters Scaled)
 MO0740
 MO0740                          SUPERSEDED SURVEY CONTROL
 MO0740
 MO0740  NGVD 29 (??/??/92) 2221.844  (m)         7289.50   (f) ADJ UNCH    2 0
 MO0740
 MO0740.Superseded values are not recommended for survey control.
 MO0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0740.See file dsdata.txt to determine how the superseded data were derived.
 MO0740
 MO0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG552111(NAD 83)
 MO0740_MARKER: DD = SURVEY DISK
 MO0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0740_STAMPING: 7289
 MO0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0740+STABILITY: SURFACE MOTION
 MO0740
 MO0740  HISTORY     - Date     Condition        Report By
 MO0740  HISTORY     - UNK      MONUMENTED       WYHD
 MO0740  HISTORY     - 1966     GOOD             NGS
 MO0740
 MO0740                          STATION DESCRIPTION
 MO0740
 MO0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0740'11.8 MI NE FROM BOSLER.
 MO0740'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0740'BOSLER, THENCE 9.9 MILES NORTHEAST ALONG STATE HIGHWAY 34,
 MO0740'97 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MO0740'5.2 FEET SOUTHWEST OF BENCH MARK W 167, 1.2 FEET NORTHWEST OF A
 MO0740'CONCRETE POST PROJECTING ABOUT 3 1/2 FEET AND MARKED FAP 172 A,
 MO0740'0.1 FOOT SOUTHEAST OF A FENCE, ABOUT 3 FEET LOWER THAN THE
 MO0740'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MO0740'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0566 ***********************************************************************
 MO0566  DESIGNATION -  7304
 MO0566  PID         -  MO0566
 MO0566  STATE/COUNTY-  WY/ALBANY
 MO0566  USGS QUAD   -  RED BUTTES (1978)
 MO0566
 MO0566                         *CURRENT SURVEY CONTROL
 MO0566  ___________________________________________________________________
 MO0566* NAD 83(1986)-  41 10 44.     (N)    105 35 40.     (W)     SCALED    
 MO0566* NAVD 88     -      2227.744  (meters)    7308.86   (feet)  ADJUSTED  
 MO0566  ___________________________________________________________________
 MO0566  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 MO0566  DYNAMIC HT  -        2225.739 (meters)    7302.28  (feet)  COMP
 MO0566  MODELED GRAV-     979,642.6   (mgal)                       NAVD 88
 MO0566
 MO0566  VERT ORDER  -  FIRST     CLASS II
 MO0566
 MO0566.The horizontal coordinates were scaled from a topographic map and have
 MO0566.an estimated accuracy of +/- 6 seconds.
 MO0566
 MO0566.The orthometric height was determined by differential leveling
 MO0566.and adjusted by the National Geodetic Survey in June 1991..
 MO0566
 MO0566.The geoid height was determined by GEOID03.
 MO0566
 MO0566.The dynamic height is computed by dividing the NAVD 88
 MO0566.geopotential number by the normal gravity value computed on the
 MO0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0566.degrees latitude (g = 980.6199 gals.).
 MO0566
 MO0566.The modeled gravity was interpolated from observed gravity values.
 MO0566
 MO0566;                    North         East    Units  Estimated Accuracy
 MO0566;SPC WY E     -    75,480.      164,110.      MT  (+/- 180 meters Scaled)
 MO0566
 MO0566                          SUPERSEDED SURVEY CONTROL
 MO0566
 MO0566  NGVD 29 (??/??/92) 2226.63   (m)         7305.2    (f) COMPUTED    1 2
 MO0566
 MO0566.Superseded values are not recommended for survey control.
 MO0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0566.See file dsdata.txt to determine how the superseded data were derived.
 MO0566
 MO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF501587(NAD 83)
 MO0566_MARKER: P = PIPE CAP
 MO0566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MO0566_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MO0566_STAMPING: 7304 LARAMIE
 MO0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0566
 MO0566  HISTORY     - Date     Condition        Report By
 MO0566  HISTORY     - UNK      MONUMENTED       USGS
 MO0566  HISTORY     - 1956     GOOD             NGS
 MO0566  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0566
 MO0566                          STATION DESCRIPTION
 MO0566
 MO0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0566'0.1 MI S FROM RED BUTTES.
 MO0566'0.1 MILE SOUTHEAST ALONG THE SOUTHWEST TRACK OF THE UNION PACIFIC
 MO0566'RAILROAD FROM THE STATION SIGN AT RED BUTTES, 88 YARDS SOUTHWEST
 MO0566'OF THE SOUTHWEST RAIL, 76 FEET SOUTHWEST OF A FENCE, 36 FEET
 MO0566'SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 2 FEET SOUTHEAST
 MO0566'OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 MO0566'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4
 MO0566'OF SECTION 16, TOWNSHIP 14 NORTH, RANGE 73 WEST.
 MO0566
 MO0566                          STATION RECOVERY (1983)
 MO0566
 MO0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0743 ***********************************************************************
 MO0743  DESIGNATION -  7307
 MO0743  PID         -  MO0743
 MO0743  STATE/COUNTY-  WY/ALBANY
 MO0743  USGS QUAD   -  SYBILLE SPRINGS (1981)
 MO0743
 MO0743                         *CURRENT SURVEY CONTROL
 MO0743  ___________________________________________________________________
 MO0743* NAD 83(1986)-  41 38 25.     (N)    105 33 12.     (W)     SCALED    
 MO0743* NAVD 88     -      2228.408  (meters)    7311.04   (feet)  ADJUSTED  
 MO0743  ___________________________________________________________________
 MO0743  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 MO0743  DYNAMIC HT  -        2226.575 (meters)    7305.02  (feet)  COMP
 MO0743  MODELED GRAV-     979,718.9   (mgal)                       NAVD 88
 MO0743
 MO0743  VERT ORDER  -  SECOND    CLASS 0
 MO0743
 MO0743.The horizontal coordinates were scaled from a topographic map and have
 MO0743.an estimated accuracy of +/- 6 seconds.
 MO0743
 MO0743.The orthometric height was determined by differential leveling
 MO0743.and adjusted by the National Geodetic Survey in June 1991..
 MO0743
 MO0743.The geoid height was determined by GEOID03.
 MO0743
 MO0743.The dynamic height is computed by dividing the NAVD 88
 MO0743.geopotential number by the normal gravity value computed on the
 MO0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0743.degrees latitude (g = 980.6199 gals.).
 MO0743
 MO0743.The modeled gravity was interpolated from observed gravity values.
 MO0743
 MO0743;                    North         East    Units  Estimated Accuracy
 MO0743;SPC WY E     -   126,700.      167,790.      MT  (+/- 180 meters Scaled)
 MO0743
 MO0743                          SUPERSEDED SURVEY CONTROL
 MO0743
 MO0743  NGVD 29 (??/??/92) 2227.389  (m)         7307.69   (f) ADJ UNCH    2 0
 MO0743
 MO0743.Superseded values are not recommended for survey control.
 MO0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0743.See file dsdata.txt to determine how the superseded data were derived.
 MO0743
 MO0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG539099(NAD 83)
 MO0743_MARKER: DD = SURVEY DISK
 MO0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0743_STAMPING: 7307
 MO0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0743+STABILITY: SURFACE MOTION
 MO0743
 MO0743  HISTORY     - Date     Condition        Report By
 MO0743  HISTORY     - UNK      MONUMENTED       WYHD
 MO0743  HISTORY     - 1966     GOOD             NGS
 MO0743
 MO0743                          STATION DESCRIPTION
 MO0743
 MO0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0743'10.8 MI NE FROM BOSLER.
 MO0743'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0743'BOSLER, THENCE 8.8 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.3
 MO0743'MILE SOUTHWEST OF THE CROSSING OF A POWER LINE AND AN ABANDONED
 MO0743'BARN, 100 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MO0743'3.4 FEET NORTHWEST OF BENCH MARK V 167, 2.4 FEET NORTHWEST OF A
 MO0743'FENCE, 4.0 FEET WEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 MO0743'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MO0743'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0150 ***********************************************************************
 MP0150  DESIGNATION -  7322
 MP0150  PID         -  MP0150
 MP0150  STATE/COUNTY-  WY/CARBON
 MP0150  USGS QUAD   -  ENCAMPMENT (1983)
 MP0150
 MP0150                         *CURRENT SURVEY CONTROL
 MP0150  ___________________________________________________________________
 MP0150* NAD 83(1986)-  41 12 26.     (N)    106 47 33.     (W)     SCALED    
 MP0150* NAVD 88     -      2233.302  (meters)    7327.09   (feet)  ADJUSTED  
 MP0150  ___________________________________________________________________
 MP0150  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 MP0150  DYNAMIC HT  -        2231.241 (meters)    7320.33  (feet)  COMP
 MP0150  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 MP0150
 MP0150  VERT ORDER  -  SECOND    CLASS 0
 MP0150
 MP0150.The horizontal coordinates were scaled from a topographic map and have
 MP0150.an estimated accuracy of +/- 6 seconds.
 MP0150
 MP0150.The orthometric height was determined by differential leveling
 MP0150.and adjusted by the National Geodetic Survey in June 1991..
 MP0150
 MP0150.The geoid height was determined by GEOID03.
 MP0150
 MP0150.The dynamic height is computed by dividing the NAVD 88
 MP0150.geopotential number by the normal gravity value computed on the
 MP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0150.degrees latitude (g = 980.6199 gals.).
 MP0150
 MP0150.The modeled gravity was interpolated from observed gravity values.
 MP0150
 MP0150;                    North         East    Units  Estimated Accuracy
 MP0150;SPC WYEC     -   178,670.      445,360.      MT  (+/- 180 meters Scaled)
 MP0150
 MP0150                          SUPERSEDED SURVEY CONTROL
 MP0150
 MP0150  NGVD 29 (??/??/92) 2232.070  (m)         7323.05   (f) ADJ UNCH    2 0
 MP0150
 MP0150.Superseded values are not recommended for survey control.
 MP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0150.See file dsdata.txt to determine how the superseded data were derived.
 MP0150
 MP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF497633(NAD 83)
 MP0150_MARKER: P = PIPE CAP
 MP0150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0150_STAMPING: 7322
 MP0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0150
 MP0150  HISTORY     - Date     Condition        Report By
 MP0150  HISTORY     - UNK      MONUMENTED       USGS
 MP0150  HISTORY     - 1940     GOOD             WYHD
 MP0150
 MP0150                          STATION DESCRIPTION
 MP0150
 MP0150'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1940
 MP0150'IN ENCAMPMENT.
 MP0150'AT ENCAMPMENT, 61 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 MP0150'SIXTH STREET AND FREEMAN AVENUE, AT THE E. P. PARKISON GENERAL
 MP0150'MERCHANDISE STORE, 8 FEET EAST OF THE SOUTHEAST CORNER OF THE
 MP0150'BUILDING, AND AT THE EDGE OF THE WOODEN WALK.  A U.S. GEOLOGICAL
 MP0150'SURVEY STANDARD CAP, STAMPED 7322 AND RIVETED ON THE TOP OF A
 MP0150'3-1/2-INCH IRON PIPE SET IN A CONCRETE-FILLED STOVEPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0160 ***********************************************************************
 MP0160  DESIGNATION -  7329.2
 MP0160  PID         -  MP0160
 MP0160  STATE/COUNTY-  WY/CARBON
 MP0160  USGS QUAD   -  GUNST RESERVOIR (1983)
 MP0160
 MP0160                         *CURRENT SURVEY CONTROL
 MP0160  ___________________________________________________________________
 MP0160* NAD 83(1986)-  41 12 28.     (N)    106 40 02.     (W)     SCALED    
 MP0160* NAVD 88     -      2235.19   (+/-2cm)    7333.3    (feet)  VERTCON   
 MP0160  ___________________________________________________________________
 MP0160  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 MP0160
 MP0160  VERT ORDER  -  ? (See Below)
 MP0160
 MP0160.The horizontal coordinates were scaled from a topographic map and have
 MP0160.an estimated accuracy of +/- 6 seconds.
 MP0160
 MP0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0160.The vertical order pertains to the NGVD 29 superseded value.
 MP0160
 MP0160.The geoid height was determined by GEOID03.
 MP0160
 MP0160;                    North         East    Units  Estimated Accuracy
 MP0160;SPC WYEC     -   178,810.      455,860.      MT  (+/- 180 meters Scaled)
 MP0160
 MP0160                          SUPERSEDED SURVEY CONTROL
 MP0160
 MP0160  NGVD 29 (??/??/92) 2233.951  (m)         7329.22   (f) ADJ UNCH    ?  
 MP0160
 MP0160.Superseded values are not recommended for survey control.
 MP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0160.See file dsdata.txt to determine how the superseded data were derived.
 MP0160
 MP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF602631(NAD 83)
 MP0160_MARKER: Q = CHISELED SQUARE
 MP0160_SETTING: 80 = SET IN A BOULDER
 MP0160_SP_SET: BOULDER
 MP0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0160+STABILITY: SURFACE MOTION
 MP0160
 MP0160  HISTORY     - Date     Condition        Report By
 MP0160  HISTORY     - UNK      MONUMENTED       USGS
 MP0160  HISTORY     - 1934     GOOD             NGS
 MP0160
 MP0160                          STATION DESCRIPTION
 MP0160
 MP0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0160'7.3 MI E FROM ENCAMPMENT.
 MP0160'7.3 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, ABOUT 2000 FEET
 MP0160'NORTHWEST OF INDIAN CREEK, AT THE TOP OF A HILL, 53 FEET NORTHEAST OF
 MP0160'THE ROAD, AND IN THE TOP OF A BURIED BOULDER.  A CHISELED SQUARE,
 MP0160'PAINTED U S BM 7329.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0073 ***********************************************************************
 PW0073  DESIGNATION -  7378
 PW0073  PID         -  PW0073
 PW0073  STATE/COUNTY-  WY/JOHNSON
 PW0073  USGS QUAD   -  HUNTER MESA (1993)
 PW0073
 PW0073                         *CURRENT SURVEY CONTROL
 PW0073  ___________________________________________________________________
 PW0073* NAD 83(1986)-  44 18 16.     (N)    106 56 41.     (W)     SCALED    
 PW0073* NAVD 88     -      2253.028  (meters)    7391.81   (feet)  ADJUSTED  
 PW0073  ___________________________________________________________________
 PW0073  GEOID HEIGHT-          -9.69  (meters)                     GEOID03
 PW0073  DYNAMIC HT  -        2251.769 (meters)    7387.68  (feet)  COMP
 PW0073  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 PW0073
 PW0073  VERT ORDER  -  FIRST     CLASS II
 PW0073
 PW0073.The horizontal coordinates were scaled from a topographic map and have
 PW0073.an estimated accuracy of +/- 6 seconds.
 PW0073
 PW0073.The orthometric height was determined by differential leveling
 PW0073.and adjusted by the National Geodetic Survey in June 1991..
 PW0073
 PW0073.The geoid height was determined by GEOID03.
 PW0073
 PW0073.The dynamic height is computed by dividing the NAVD 88
 PW0073.geopotential number by the normal gravity value computed on the
 PW0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0073.degrees latitude (g = 980.6199 gals.).
 PW0073
 PW0073.The modeled gravity was interpolated from observed gravity values.
 PW0073
 PW0073;                    North         East    Units  Estimated Accuracy
 PW0073;SPC WYEC     -   522,650.      431,010.      MT  (+/- 180 meters Scaled)
 PW0073
 PW0073                          SUPERSEDED SURVEY CONTROL
 PW0073
 PW0073  NGVD 29 (??/??/92) 2252.138  (m)         7388.89   (f) ADJ UNCH    1 2
 PW0073
 PW0073.Superseded values are not recommended for survey control.
 PW0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0073.See file dsdata.txt to determine how the superseded data were derived.
 PW0073
 PW0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK448075(NAD 83)
 PW0073_MARKER: DD = SURVEY DISK
 PW0073_SETTING: 66 = SET IN ROCK OUTCROP
 PW0073_SP_SET: GRANITE ROCK
 PW0073_STAMPING: 7378 SHER
 PW0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0073+STABILITY: POSITION/ELEVATION WELL
 PW0073
 PW0073  HISTORY     - Date     Condition        Report By
 PW0073  HISTORY     - UNK      MONUMENTED       USGS
 PW0073  HISTORY     - 1934     GOOD             NGS
 PW0073
 PW0073                          STATION DESCRIPTION
 PW0073
 PW0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0073'14.2 MI SW FROM BUFFALO.
 PW0073'14.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0073'COUNTY, 1.4 MILES SOUTH OF THE NORTH FORK OF CLEAR CREEK, 0.2 MILE
 PW0073'NORTHEAST OF A CREEK ALONG THE HIGHWAY, 0.15 MILE NORTH OF THE MIDDLE
 PW0073'FORK OF CLEAR CREEK, 500 FEET WEST OF A CONCRETE DAM, 120.0 FEET EAST
 PW0073'OF THE ROAD LEADING TO THE PINES TOURIST CAMP, 170.0 FEET EAST OF THE
 PW0073'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LARGE FLAT GRANITE ROCK,
 PW0073'AND ABOUT 30.0 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 PW0073'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7378 SHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1113 ***********************************************************************
 PY1113  DESIGNATION -  7389.91
 PY1113  PID         -  PY1113
 PY1113  STATE/COUNTY-  WY/TETON
 PY1113  USGS QUAD   -  OLD FAITHFUL (1986)
 PY1113
 PY1113                         *CURRENT SURVEY CONTROL
 PY1113  ___________________________________________________________________
 PY1113* NAD 83(1986)-  44 27 13.     (N)    110 49 11.     (W)     SCALED    
 PY1113* NAVD 88     -      2254.341  (meters)    7396.12   (feet)  POSTED    
 PY1113  ___________________________________________________________________
 PY1113  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY1113  DYNAMIC HT  -        2252.870 (meters)    7391.29  (feet)  COMP
 PY1113  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 PY1113
 PY1113  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY1113
 PY1113.The horizontal coordinates were scaled from a topographic map and have
 PY1113.an estimated accuracy of +/- 6 seconds.
 PY1113
 PY1113.The orthometric height was determined by differential leveling
 PY1113.and adjusted by the National Geodetic Survey in 1992..
 PY1113.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY1113.rate of 3.1 thru 4.0 mm/km.
 PY1113
 PY1113.The geoid height was determined by GEOID03.
 PY1113
 PY1113.The dynamic height is computed by dividing the NAVD 88
 PY1113.geopotential number by the normal gravity value computed on the
 PY1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1113.degrees latitude (g = 980.6199 gals.).
 PY1113
 PY1113.The modeled gravity was interpolated from observed gravity values.
 PY1113
 PY1113;                    North         East    Units  Estimated Accuracy
 PY1113;SPC WY W     -   539,410.      741,390.      MT  (+/- 180 meters Scaled)
 PY1113
 PY1113                          SUPERSEDED SURVEY CONTROL
 PY1113
 PY1113.No superseded survey control is available for this station.
 PY1113
 PY1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ143222(NAD 83)
 PY1113_MARKER: DB = BENCH MARK DISK
 PY1113_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PY1113_SP_SET: CONCRETE BRIDGE WALKWAY
 PY1113_STAMPING: 7389.91
 PY1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1113
 PY1113  HISTORY     - Date     Condition        Report By
 PY1113  HISTORY     - UNK      MONUMENTED       BPR
 PY1113  HISTORY     - 1976     GOOD             USGS
 PY1113
 PY1113                          STATION DESCRIPTION
 PY1113
 PY1113'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 PY1113'2.4 KM (1.50 MI) EAST FROM OLD FAITHFUL WY.
 PY1113'OLD FAITHFUL, 1.5 MI E. OF ALONG HWY.  TOWARD WEST THUMB FROM
 PY1113'OVERPASS AT HWY.  JCT.  TO OLDFAITHFUL, AT CONCRETE AND STEEL BRIDGE
 PY1113'OVER FIREHOLE RIVER, AT SOUTHWEST CORNER OF BRIDGE, 1 FT HIGHER THAN
 PY1113'BRIDGE SURFACE, CEMENTED 22 FT E. OF WEST END OF SOUTH CONCRETE
 PY1113'WALKWAY OF BRIDGE, IN CENTER OF WALKWAY, USBPR BRASS DISK STAMPED
 PY1113'7389.91
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1238 ***********************************************************************
 MO1238  DESIGNATION -  7424
 MO1238  PID         -  MO1238
 MO1238  STATE/COUNTY-  WY/LARAMIE
 MO1238  USGS QUAD   -  RAGGED TOP MOUNTAIN (1987)
 MO1238
 MO1238                         *CURRENT SURVEY CONTROL
 MO1238  ___________________________________________________________________
 MO1238* NAD 83(1993)-  41 28 30.65093(N)    105 16 07.67999(W)     ADJUSTED  
 MO1238* NAVD 88     -      2261.8    (meters)    7421.     (feet)  VERTCON   
 MO1238  ___________________________________________________________________
 MO1238  LAPLACE CORR-         -16.15  (seconds)                    DEFLEC99
 MO1238  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 MO1238
 MO1238  HORZ ORDER  -  THIRD
 MO1238
 MO1238.The horizontal coordinates were established by classical geodetic methods
 MO1238.and adjusted by the National Geodetic Survey in January 1997..
 MO1238
 MO1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1238
 MO1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1238
 MO1238.The geoid height was determined by GEOID03.
 MO1238
 MO1238;                    North         East     Units Scale Factor Converg.
 MO1238;SPC WY E     -   108,295.677   191,469.536   MT  0.99993840   -0 04 03.5
 MO1238;UTM  13      - 4,591,543.690   477,556.634   MT  0.99960620   -0 10 40.9
 MO1238
 MO1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1238!SPC WY E     -   0.99964735  x   0.99993840  =   0.99958577
 MO1238!UTM  13      -   0.99964735  x   0.99960620  =   0.99925369
 MO1238
 MO1238                          SUPERSEDED SURVEY CONTROL
 MO1238
 MO1238  NAD 83(1986)-  41 28 30.63526(N)    105 16 07.67694(W) AD(       ) 3
 MO1238  NAD 27      -  41 28 30.71958(N)    105 16 05.73609(W) AD(       ) 3
 MO1238  NGVD 29 (07/19/86) 2260.8    (m)         7417.     (f) VERT ANG       
 MO1238
 MO1238.Superseded values are not recommended for survey control.
 MO1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1238.See file dsdata.txt to determine how the superseded data were derived.
 MO1238
 MO1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7755791544(NAD 83)
 MO1238_MARKER: Z = SEE DESCRIPTION
 MO1238_SETTING: 0 = UNSPECIFIED SETTING
 MO1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1238
 MO1238  HISTORY     - Date     Condition        Report By
 MO1238  HISTORY     - 1947     MONUMENTED       USGS
 MO1238
 MO1238                          STATION DESCRIPTION
 MO1238
 MO1238'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1238'NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0095 ***********************************************************************
 MR0095  DESIGNATION -  7601
 MR0095  PID         -  MR0095
 MR0095  STATE/COUNTY-  WY/UINTA
 MR0095  USGS QUAD   -  LONETREE (1980)
 MR0095
 MR0095                         *CURRENT SURVEY CONTROL
 MR0095  ___________________________________________________________________
 MR0095* NAD 83(1986)-  41 05 46.     (N)    110 10 43.     (W)     SCALED    
 MR0095* NAVD 88     -      2318.110  (meters)    7605.33   (feet)  ADJUSTED  
 MR0095  ___________________________________________________________________
 MR0095  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 MR0095  DYNAMIC HT  -        2315.890 (meters)    7598.05  (feet)  COMP
 MR0095  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 MR0095
 MR0095  VERT ORDER  -  SECOND    CLASS 0
 MR0095
 MR0095.The horizontal coordinates were scaled from a topographic map and have
 MR0095.an estimated accuracy of +/- 6 seconds.
 MR0095
 MR0095.The orthometric height was determined by differential leveling
 MR0095.and adjusted by the National Geodetic Survey in June 1991..
 MR0095
 MR0095.The geoid height was determined by GEOID03.
 MR0095
 MR0095.The dynamic height is computed by dividing the NAVD 88
 MR0095.geopotential number by the normal gravity value computed on the
 MR0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0095.degrees latitude (g = 980.6199 gals.).
 MR0095
 MR0095.The modeled gravity was interpolated from observed gravity values.
 MR0095
 MR0095;                    North         East    Units  Estimated Accuracy
 MR0095;SPC WY W     -   166,200.      792,000.      MT  (+/- 180 meters Scaled)
 MR0095
 MR0095                          SUPERSEDED SURVEY CONTROL
 MR0095
 MR0095  NGVD 29 (??/??/92) 2316.697  (m)         7600.70   (f) ADJ UNCH    2 0
 MR0095
 MR0095.Superseded values are not recommended for survey control.
 MR0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0095.See file dsdata.txt to determine how the superseded data were derived.
 MR0095
 MR0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL689497(NAD 83)
 MR0095_MARKER: P = PIPE CAP
 MR0095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0095_STAMPING: 7601 ADJ 1903
 MR0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0095
 MR0095  HISTORY     - Date     Condition        Report By
 MR0095  HISTORY     - 1903     MONUMENTED       USGS
 MR0095  HISTORY     - 1934     GOOD             NGS
 MR0095
 MR0095                          STATION DESCRIPTION
 MR0095
 MR0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MR0095'3.4 MI N FROM LONETREE.
 MR0095'3.4 MILES NORTH ALONG THE ROAD LEADING TO LYMAN FROM THE NEW (1934)
 MR0095'SCHOOLHOUSE AT LONETREE, UINTA COUNTY, AT THE MOUTH OF HENRY FORK
 MR0095'CANYON, AT THE SUMMIT OF A HILL, ON THE OUTSIDE OF A SHARP CURVE, 60
 MR0095'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET EAST OF A POLE,
 MR0095'AND ABOUT 9 FEET HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL
 MR0095'SURVEY STANDARD CAP, STAMPED 7601 ADJ 1903 AND RIVETED ON THE TOP OF A
 MR0095'3-1/2-INCH IRON PIPE.  NOTE-- IT WAS REPORTED IN JULY 1934 THAT THE
 MR0095'IRON PIPE IS ALMOST OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0038 ***********************************************************************
 NS0038  DESIGNATION -  7675
 NS0038  PID         -  NS0038
 NS0038  STATE/COUNTY-  WY/FREMONT
 NS0038  USGS QUAD   -  ATLANTIC CITY (1975)
 NS0038
 NS0038                         *CURRENT SURVEY CONTROL
 NS0038  ___________________________________________________________________
 NS0038* NAD 83(1986)-  42 29 48.     (N)    108 43 49.     (W)     SCALED    
 NS0038* NAVD 88     -      2343.276  (meters)    7687.90   (feet)  ADJUSTED  
 NS0038  ___________________________________________________________________
 NS0038  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 NS0038  DYNAMIC HT  -        2341.439 (meters)    7681.87  (feet)  COMP
 NS0038  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 NS0038
 NS0038  VERT ORDER  -  FIRST     CLASS II
 NS0038
 NS0038.The horizontal coordinates were scaled from a topographic map and have
 NS0038.an estimated accuracy of +/- 6 seconds.
 NS0038
 NS0038.The orthometric height was determined by differential leveling
 NS0038.and adjusted by the National Geodetic Survey in June 1991..
 NS0038
 NS0038.The geoid height was determined by GEOID03.
 NS0038
 NS0038.The dynamic height is computed by dividing the NAVD 88
 NS0038.geopotential number by the normal gravity value computed on the
 NS0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0038.degrees latitude (g = 980.6199 gals.).
 NS0038
 NS0038.The modeled gravity was interpolated from observed gravity values.
 NS0038
 NS0038;                    North         East    Units  Estimated Accuracy
 NS0038;SPC WYWC     -   221,740.      601,620.      MT  (+/- 180 meters Scaled)
 NS0038
 NS0038                          SUPERSEDED SURVEY CONTROL
 NS0038
 NS0038  NGVD 29 (??/??/92) 2342.107  (m)         7684.06   (f) ADJ UNCH    1 2
 NS0038
 NS0038.Superseded values are not recommended for survey control.
 NS0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0038.See file dsdata.txt to determine how the superseded data were derived.
 NS0038
 NS0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN865074(NAD 83)
 NS0038_MARKER: P = PIPE CAP
 NS0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0038_STAMPING: 7675 RL
 NS0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0038
 NS0038  HISTORY     - Date     Condition        Report By
 NS0038  HISTORY     - UNK      MONUMENTED       USGS
 NS0038  HISTORY     - 1940     GOOD             NGS
 NS0038
 NS0038                          STATION DESCRIPTION
 NS0038
 NS0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NS0038'IN ATLANTIC CITY.
 NS0038'AT ATLANTIC CITY, FREMONT COUNTY, AT THE GENERAL STORE, AND AT THE
 NS0038'EDGE OF THE PORCH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 NS0038'STAMPED 7675 RL AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 NS0038'PROJECTING 15 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0145 ***********************************************************************
 OW0145  DESIGNATION -  7707.56
 OW0145  PID         -  OW0145
 OW0145  STATE/COUNTY-  WY/FREMONT
 OW0145  USGS QUAD   -  KISINGER LAKES (1991)
 OW0145
 OW0145                         *CURRENT SURVEY CONTROL
 OW0145  ___________________________________________________________________
 OW0145* NAD 83(1986)-  43 38 31.     (N)    109 55 01.     (W)     SCALED    
 OW0145* NAVD 88     -      2351.151  (meters)    7713.73   (feet)  ADJUSTED  
 OW0145  ___________________________________________________________________
 OW0145  GEOID HEIGHT-          -7.86  (meters)                     GEOID03
 OW0145  DYNAMIC HT  -        2349.433 (meters)    7708.10  (feet)  COMP
 OW0145  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 OW0145
 OW0145  VERT ORDER  -  SECOND    CLASS 0
 OW0145
 OW0145.The horizontal coordinates were scaled from a topographic map and have
 OW0145.an estimated accuracy of +/- 6 seconds.
 OW0145
 OW0145.The orthometric height was determined by differential leveling
 OW0145.and adjusted by the National Geodetic Survey in June 1991..
 OW0145
 OW0145.The geoid height was determined by GEOID03.
 OW0145
 OW0145.The dynamic height is computed by dividing the NAVD 88
 OW0145.geopotential number by the normal gravity value computed on the
 OW0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0145.degrees latitude (g = 980.6199 gals.).
 OW0145
 OW0145.The modeled gravity was interpolated from observed gravity values.
 OW0145
 OW0145;                    North         East    Units  Estimated Accuracy
 OW0145;SPC WYWC     -   349,630.      505,850.      MT  (+/- 180 meters Scaled)
 OW0145
 OW0145                          SUPERSEDED SURVEY CONTROL
 OW0145
 OW0145  NGVD 29 (??/??/92) 2349.848  (m)         7709.46   (f) ADJ UNCH    2 0
 OW0145
 OW0145.Superseded values are not recommended for survey control.
 OW0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0145.See file dsdata.txt to determine how the superseded data were derived.
 OW0145
 OW0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP873326(NAD 83)
 OW0145_MARKER: DD = SURVEY DISK
 OW0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0145_SP_SET: CULVERT
 OW0145_STAMPING: 7707.56
 OW0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0145
 OW0145  HISTORY     - Date     Condition        Report By
 OW0145  HISTORY     - UNK      MONUMENTED       BPR
 OW0145  HISTORY     - 1934     GOOD             NGS
 OW0145
 OW0145                          STATION DESCRIPTION
 OW0145
 OW0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OW0145'18.0 MI W FROM DUBOIS.
 OW0145'ABOUT 18.0 MILES WEST ALONG U.S. HIGHWAY 287 FROM DUBOIS, FREMONT
 OW0145'COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTHEAST CORNER
 OW0145'OF A HEAD WALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 OW0145'STAMPED 7707.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0227 ***********************************************************************
 PW0227  DESIGNATION -  7721.72
 PW0227  PID         -  PW0227
 PW0227  STATE/COUNTY-  WY/SHERIDAN
 PW0227  USGS QUAD   -  SKULL RIDGE (1993)
 PW0227
 PW0227                         *CURRENT SURVEY CONTROL
 PW0227  ___________________________________________________________________
 PW0227* NAD 83(1986)-  44 45 52.     (N)    107 27 37.     (W)     SCALED    
 PW0227* NAVD 88     -      2354.741  (meters)    7725.51   (feet)  ADJUSTED  
 PW0227  ___________________________________________________________________
 PW0227  GEOID HEIGHT-          -9.45  (meters)                     GEOID03
 PW0227  DYNAMIC HT  -        2353.422 (meters)    7721.19  (feet)  COMP
 PW0227  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 PW0227
 PW0227  VERT ORDER  -  SECOND    CLASS 0
 PW0227
 PW0227.The horizontal coordinates were scaled from a topographic map and have
 PW0227.an estimated accuracy of +/- 6 seconds.
 PW0227
 PW0227.The orthometric height was determined by differential leveling
 PW0227.and adjusted by the National Geodetic Survey in June 1991..
 PW0227
 PW0227.The geoid height was determined by GEOID03.
 PW0227
 PW0227.The dynamic height is computed by dividing the NAVD 88
 PW0227.geopotential number by the normal gravity value computed on the
 PW0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0227.degrees latitude (g = 980.6199 gals.).
 PW0227
 PW0227.The modeled gravity was interpolated from observed gravity values.
 PW0227
 PW0227;                    North         East    Units  Estimated Accuracy
 PW0227;SPC WYEC     -   573,700.      389,950.      MT  (+/- 180 meters Scaled)
 PW0227
 PW0227                          SUPERSEDED SURVEY CONTROL
 PW0227
 PW0227  NGVD 29 (??/??/92) 2353.675  (m)         7722.02   (f) ADJ UNCH    2 0
 PW0227
 PW0227.Superseded values are not recommended for survey control.
 PW0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0227.See file dsdata.txt to determine how the superseded data were derived.
 PW0227
 PW0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK052597(NAD 83)
 PW0227_MARKER: DD = SURVEY DISK
 PW0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0227_SP_SET: CULVERT
 PW0227_STAMPING: 7721.72 9
 PW0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0227
 PW0227  HISTORY     - Date     Condition        Report By
 PW0227  HISTORY     - UNK      MONUMENTED
 PW0227  HISTORY     - 1966     GOOD             NGS
 PW0227
 PW0227                          STATION DESCRIPTION
 PW0227
 PW0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0227'21.7 MI SW FROM DAYTON.
 PW0227'21.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0227'DAYTON, 0.3 MILE SOUTHEAST OF A ROAD LEADING TO CAMP BETHEL, AT THE
 PW0227'CROSSING OF PRUNE CREEK, IN THE TOP AND 1.9 FEET NORTHWEST OF THE
 PW0227'SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF AN 8- BY 11-FOOT
 PW0227'CONCRETE BOX CULVERT, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 PW0227'HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0877 ***********************************************************************
 PY0877  DESIGNATION -  7743.43
 PY0877  PID         -  PY0877
 PY0877  STATE/COUNTY-  WY/TETON
 PY0877  USGS QUAD   -  LAKE BUTTE (1986)
 PY0877
 PY0877                         *CURRENT SURVEY CONTROL
 PY0877  ___________________________________________________________________
 PY0877* NAD 83(1986)-  44 33 30.     (N)    110 21 26.     (W)     SCALED    
 PY0877* NAVD 88     -      2362.139  (meters)    7749.78   (feet)  ADJUSTED  
 PY0877  ___________________________________________________________________
 PY0877  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0877  DYNAMIC HT  -        2360.577 (meters)    7744.66  (feet)  COMP
 PY0877  MODELED GRAV-     979,871.2   (mgal)                       NAVD 88
 PY0877
 PY0877  VERT ORDER  -  FIRST     CLASS II
 PY0877
 PY0877.The horizontal coordinates were scaled from a topographic map and have
 PY0877.an estimated accuracy of +/- 6 seconds.
 PY0877
 PY0877.The orthometric height was determined by differential leveling
 PY0877.and adjusted by the National Geodetic Survey in June 1991..
 PY0877
 PY0877.The geoid height was determined by GEOID03.
 PY0877
 PY0877.The dynamic height is computed by dividing the NAVD 88
 PY0877.geopotential number by the normal gravity value computed on the
 PY0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0877.degrees latitude (g = 980.6199 gals.).
 PY0877
 PY0877.The modeled gravity was interpolated from observed gravity values.
 PY0877
 PY0877;                    North         East    Units  Estimated Accuracy
 PY0877;SPC WY W     -   550,820.      778,240.      MT  (+/- 180 meters Scaled)
 PY0877
 PY0877                          SUPERSEDED SURVEY CONTROL
 PY0877
 PY0877  NGVD 29 (08/20/92) 2360.769  (m)         7745.29   (f) ADJUSTED    1 2
 PY0877
 PY0877.Superseded values are not recommended for survey control.
 PY0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0877.See file dsdata.txt to determine how the superseded data were derived.
 PY0877
 PY0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ510340(NAD 83)
 PY0877_MARKER: DB = BENCH MARK DISK
 PY0877_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PY0877_SP_SET: HEADWALL
 PY0877_STAMPING: 7743.43
 PY0877_MARK LOGO: BPR   
 PY0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0877
 PY0877  HISTORY     - Date     Condition        Report By
 PY0877  HISTORY     - UNK      MONUMENTED       BPR
 PY0877  HISTORY     - 1987     GOOD             NGS
 PY0877  HISTORY     - 1988     GOOD             USGS
 PY0877
 PY0877                          STATION DESCRIPTION
 PY0877
 PY0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0877'2.7 KM (1.70 MI) SE FROM LAKE JUNCTION.
 PY0877'2.7 KM (1.70 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE ROAD FROM THE
 PY0877'JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN THE WEST END
 PY0877'OF THE SOUTH HEADWALL OF A HIGHWAY BRIDGE SPANNING PELICAN CREEK, AND
 PY0877'5.1 M (16.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0877'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 PY0877
 PY0877                          STATION RECOVERY (1988)
 PY0877
 PY0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0144 ***********************************************************************
 OW0144  DESIGNATION -  7758.79
 OW0144  PID         -  OW0144
 OW0144  STATE/COUNTY-  WY/FREMONT
 OW0144  USGS QUAD   -  KISINGER LAKES (1991)
 OW0144
 OW0144                         *CURRENT SURVEY CONTROL
 OW0144  ___________________________________________________________________
 OW0144* NAD 83(1986)-  43 39 12.     (N)    109 56 14.     (W)     SCALED    
 OW0144* NAVD 88     -      2366.765  (meters)    7764.96   (feet)  ADJUSTED  
 OW0144  ___________________________________________________________________
 OW0144  GEOID HEIGHT-          -7.85  (meters)                     GEOID03
 OW0144  DYNAMIC HT  -        2365.038 (meters)    7759.30  (feet)  COMP
 OW0144  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 OW0144
 OW0144  VERT ORDER  -  SECOND    CLASS 0
 OW0144
 OW0144.The horizontal coordinates were scaled from a topographic map and have
 OW0144.an estimated accuracy of +/- 6 seconds.
 OW0144
 OW0144.The orthometric height was determined by differential leveling
 OW0144.and adjusted by the National Geodetic Survey in June 1991..
 OW0144
 OW0144.The geoid height was determined by GEOID03.
 OW0144
 OW0144.The dynamic height is computed by dividing the NAVD 88
 OW0144.geopotential number by the normal gravity value computed on the
 OW0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0144.degrees latitude (g = 980.6199 gals.).
 OW0144
 OW0144.The modeled gravity was interpolated from observed gravity values.
 OW0144
 OW0144;                    North         East    Units  Estimated Accuracy
 OW0144;SPC WYWC     -   350,920.      504,230.      MT  (+/- 180 meters Scaled)
 OW0144
 OW0144                          SUPERSEDED SURVEY CONTROL
 OW0144
 OW0144  NGVD 29 (??/??/92) 2365.460  (m)         7760.68   (f) ADJ UNCH    2 0
 OW0144
 OW0144.Superseded values are not recommended for survey control.
 OW0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0144.See file dsdata.txt to determine how the superseded data were derived.
 OW0144
 OW0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP857339(NAD 83)
 OW0144_MARKER: DD = SURVEY DISK
 OW0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0144_SP_SET: CULVERT
 OW0144_STAMPING: 7758.79
 OW0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0144
 OW0144  HISTORY     - Date     Condition        Report By
 OW0144  HISTORY     - UNK      MONUMENTED       BPR
 OW0144  HISTORY     - 1934     GOOD             NGS
 OW0144
 OW0144                          STATION DESCRIPTION
 OW0144
 OW0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OW0144'19.3 MI W FROM DUBOIS.
 OW0144'ABOUT 19.3 MILES WEST ALONG U.S. HIGHWAY 287 FROM DUBOIS, FREMONT
 OW0144'COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTHEAST CORNER
 OW0144'OF A HEAD WALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 OW0144'STAMPED 7758.79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0228 ***********************************************************************
 PW0228  DESIGNATION -  7761.34
 PW0228  PID         -  PW0228
 PW0228  STATE/COUNTY-  WY/SHERIDAN
 PW0228  USGS QUAD   -  SKULL RIDGE (1993)
 PW0228
 PW0228                         *CURRENT SURVEY CONTROL
 PW0228  ___________________________________________________________________
 PW0228* NAD 83(1986)-  44 45 35.     (N)    107 27 27.     (W)     SCALED    
 PW0228* NAVD 88     -      2366.823  (meters)    7765.15   (feet)  ADJUSTED  
 PW0228  ___________________________________________________________________
 PW0228  GEOID HEIGHT-          -9.42  (meters)                     GEOID03
 PW0228  DYNAMIC HT  -        2365.498 (meters)    7760.80  (feet)  COMP
 PW0228  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 PW0228
 PW0228  VERT ORDER  -  SECOND    CLASS 0
 PW0228
 PW0228.The horizontal coordinates were scaled from a topographic map and have
 PW0228.an estimated accuracy of +/- 6 seconds.
 PW0228
 PW0228.The orthometric height was determined by differential leveling
 PW0228.and adjusted by the National Geodetic Survey in June 1991..
 PW0228
 PW0228.The geoid height was determined by GEOID03.
 PW0228
 PW0228.The dynamic height is computed by dividing the NAVD 88
 PW0228.geopotential number by the normal gravity value computed on the
 PW0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0228.degrees latitude (g = 980.6199 gals.).
 PW0228
 PW0228.The modeled gravity was interpolated from observed gravity values.
 PW0228
 PW0228;                    North         East    Units  Estimated Accuracy
 PW0228;SPC WYEC     -   573,170.      390,170.      MT  (+/- 180 meters Scaled)
 PW0228
 PW0228                          SUPERSEDED SURVEY CONTROL
 PW0228
 PW0228  NGVD 29 (??/??/92) 2365.759  (m)         7761.66   (f) ADJ UNCH    2 0
 PW0228
 PW0228.Superseded values are not recommended for survey control.
 PW0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0228.See file dsdata.txt to determine how the superseded data were derived.
 PW0228
 PW0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK055591(NAD 83)
 PW0228_MARKER: DD = SURVEY DISK
 PW0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0228_SP_SET: CULVERT
 PW0228_STAMPING: 7761.34
 PW0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0228
 PW0228  HISTORY     - Date     Condition        Report By
 PW0228  HISTORY     - UNK      MONUMENTED       BPR
 PW0228  HISTORY     - 1966     GOOD             NGS
 PW0228
 PW0228                          STATION DESCRIPTION
 PW0228
 PW0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0228'21.45 MI SW FROM DAYTON.
 PW0228'21.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0228'DAYTON, AT THE CROSSING OF A CREEK, IN THE TOP AND 3.8 FEET NORTHWEST
 PW0228'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF AN 8- BY
 PW0228'11-FOOT CONCRETE BOX CULVERT, 23 FEET NORTHEAST OF THE CENTER LINE OF
 PW0228'THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0143 ***********************************************************************
 OW0143  DESIGNATION -  7793.25
 OW0143  PID         -  OW0143
 OW0143  STATE/COUNTY-  WY/FREMONT
 OW0143  USGS QUAD   -  KISINGER LAKES (1991)
 OW0143
 OW0143                         *CURRENT SURVEY CONTROL
 OW0143  ___________________________________________________________________
 OW0143* NAD 83(1986)-  43 39 31.     (N)    109 56 32.     (W)     SCALED    
 OW0143* NAVD 88     -      2377.256  (meters)    7799.38   (feet)  ADJUSTED  
 OW0143  ___________________________________________________________________
 OW0143  GEOID HEIGHT-          -7.85  (meters)                     GEOID03
 OW0143  DYNAMIC HT  -        2375.521 (meters)    7793.69  (feet)  COMP
 OW0143  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 OW0143
 OW0143  VERT ORDER  -  SECOND    CLASS 0
 OW0143
 OW0143.The horizontal coordinates were scaled from a topographic map and have
 OW0143.an estimated accuracy of +/- 6 seconds.
 OW0143
 OW0143.The orthometric height was determined by differential leveling
 OW0143.and adjusted by the National Geodetic Survey in June 1991..
 OW0143
 OW0143.The geoid height was determined by GEOID03.
 OW0143
 OW0143.The dynamic height is computed by dividing the NAVD 88
 OW0143.geopotential number by the normal gravity value computed on the
 OW0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0143.degrees latitude (g = 980.6199 gals.).
 OW0143
 OW0143.The modeled gravity was interpolated from observed gravity values.
 OW0143
 OW0143;                    North         East    Units  Estimated Accuracy
 OW0143;SPC WYWC     -   351,510.      503,840.      MT  (+/- 180 meters Scaled)
 OW0143
 OW0143                          SUPERSEDED SURVEY CONTROL
 OW0143
 OW0143  NGVD 29 (??/??/92) 2375.951  (m)         7795.10   (f) ADJ UNCH    2 0
 OW0143
 OW0143.Superseded values are not recommended for survey control.
 OW0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0143.See file dsdata.txt to determine how the superseded data were derived.
 OW0143
 OW0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP852345(NAD 83)
 OW0143_MARKER: DD = SURVEY DISK
 OW0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0143_SP_SET: CULVERT
 OW0143_STAMPING: 7793.25
 OW0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0143
 OW0143  HISTORY     - Date     Condition        Report By
 OW0143  HISTORY     - UNK      MONUMENTED       BPR
 OW0143  HISTORY     - 1934     GOOD             NGS
 OW0143
 OW0143                          STATION DESCRIPTION
 OW0143
 OW0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OW0143'19.7 MI W FROM DUBOIS.
 OW0143'ABOUT 19.7 MILES WEST ALONG U.S. HIGHWAY 287 FROM DUBOIS, FREMONT
 OW0143'COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTHEAST CORNER
 OW0143'OF A HEAD WALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 OW0143'STAMPED 7793.25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0036 ***********************************************************************
 NS0036  DESIGNATION -  7796
 NS0036  PID         -  NS0036
 NS0036  STATE/COUNTY-  WY/FREMONT
 NS0036  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0036
 NS0036                         *CURRENT SURVEY CONTROL
 NS0036  ___________________________________________________________________
 NS0036* NAD 83(1986)-  42 28 06.     (N)    108 48 04.     (W)     SCALED    
 NS0036* NAVD 88     -      2380.219  (meters)    7809.10   (feet)  ADJUSTED  
 NS0036  ___________________________________________________________________
 NS0036  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 NS0036  DYNAMIC HT  -        2378.316 (meters)    7802.86  (feet)  COMP
 NS0036  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 NS0036
 NS0036  VERT ORDER  -  FIRST     CLASS II
 NS0036
 NS0036.The horizontal coordinates were scaled from a topographic map and have
 NS0036.an estimated accuracy of +/- 6 seconds.
 NS0036
 NS0036.The orthometric height was determined by differential leveling
 NS0036.and adjusted by the National Geodetic Survey in June 1991..
 NS0036
 NS0036.The geoid height was determined by GEOID03.
 NS0036
 NS0036.The dynamic height is computed by dividing the NAVD 88
 NS0036.geopotential number by the normal gravity value computed on the
 NS0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0036.degrees latitude (g = 980.6199 gals.).
 NS0036
 NS0036.The modeled gravity was interpolated from observed gravity values.
 NS0036
 NS0036;                    North         East    Units  Estimated Accuracy
 NS0036;SPC WYWC     -   218,600.      595,800.      MT  (+/- 180 meters Scaled)
 NS0036
 NS0036                          SUPERSEDED SURVEY CONTROL
 NS0036
 NS0036  NGVD 29 (??/??/92) 2379.017  (m)         7805.16   (f) ADJ UNCH    1 2
 NS0036
 NS0036.Superseded values are not recommended for survey control.
 NS0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0036.See file dsdata.txt to determine how the superseded data were derived.
 NS0036
 NS0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN807041(NAD 83)
 NS0036_MARKER: P = PIPE CAP
 NS0036_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0036_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0036_STAMPING: 7796 RL
 NS0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0036
 NS0036  HISTORY     - Date     Condition        Report By
 NS0036  HISTORY     - UNK      MONUMENTED       USGS
 NS0036  HISTORY     - 1940     GOOD             NGS
 NS0036
 NS0036                          STATION DESCRIPTION
 NS0036
 NS0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NS0036'IN SOUTH PASS CITY.
 NS0036'AT SOUTH PASS CITY, FREMONT COUNTY, AT THE POST OFFICE, AND AT THE
 NS0036'EDGE OF THE PORCH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 NS0036'STAMPED 7796 RL AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 NS0036'PROJECTING 14 INCHES ABOVE GROUND.  NOTE-- IT WAS REPORTED IN AUGUST
 NS0036'1947 THAT THE PIPE HAS RUSTED AND IS BREAKING OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0148 ***********************************************************************
 MP0148  DESIGNATION -  7798.11
 MP0148  PID         -  MP0148
 MP0148  STATE/COUNTY-  WY/CARBON
 MP0148  USGS QUAD   -  ENCAMPMENT (1983)
 MP0148
 MP0148                         *CURRENT SURVEY CONTROL
 MP0148  ___________________________________________________________________
 MP0148* NAD 83(1986)-  41 12 06.     (N)    106 49 41.     (W)     SCALED    
 MP0148* NAVD 88     -      2378.436  (meters)    7803.25   (feet)  ADJUSTED  
 MP0148  ___________________________________________________________________
 MP0148  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 MP0148  DYNAMIC HT  -        2376.206 (meters)    7795.94  (feet)  COMP
 MP0148  MODELED GRAV-     979,599.8   (mgal)                       NAVD 88
 MP0148
 MP0148  VERT ORDER  -  SECOND    CLASS 0
 MP0148
 MP0148.The horizontal coordinates were scaled from a topographic map and have
 MP0148.an estimated accuracy of +/- 6 seconds.
 MP0148
 MP0148.The orthometric height was determined by differential leveling
 MP0148.and adjusted by the National Geodetic Survey in June 1991..
 MP0148
 MP0148.The geoid height was determined by GEOID03.
 MP0148
 MP0148.The dynamic height is computed by dividing the NAVD 88
 MP0148.geopotential number by the normal gravity value computed on the
 MP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0148.degrees latitude (g = 980.6199 gals.).
 MP0148
 MP0148.The modeled gravity was interpolated from observed gravity values.
 MP0148
 MP0148;                    North         East    Units  Estimated Accuracy
 MP0148;SPC WYEC     -   178,040.      442,380.      MT  (+/- 180 meters Scaled)
 MP0148
 MP0148                          SUPERSEDED SURVEY CONTROL
 MP0148
 MP0148  NGVD 29 (??/??/92) 2377.179  (m)         7799.13   (f) ADJ UNCH    2 0
 MP0148
 MP0148.Superseded values are not recommended for survey control.
 MP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0148.See file dsdata.txt to determine how the superseded data were derived.
 MP0148
 MP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF467627(NAD 83)
 MP0148_MARKER: DD = SURVEY DISK
 MP0148_SETTING: 66 = SET IN ROCK OUTCROP
 MP0148_SP_SET: LAVA OUTCROP
 MP0148_STAMPING: LARAMIE 8 29 7798
 MP0148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0148+STABILITY: POSITION/ELEVATION WELL
 MP0148
 MP0148  HISTORY     - Date     Condition        Report By
 MP0148  HISTORY     - UNK      MONUMENTED       USGS
 MP0148  HISTORY     - 1934     GOOD             NGS
 MP0148
 MP0148                          STATION DESCRIPTION
 MP0148
 MP0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0148'2.4 MI W FROM ENCAMPMENT.
 MP0148'2.4 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, ABOUT 500 FEET
 MP0148'SOUTH OF A CULVERT, 30 FEET NORTH OF ROAD, AND IN THE TOP OF A LAVA
 MP0148'OUTCROP.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED LARAMIE 8 29
 MP0148'7798.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0072 ***********************************************************************
 PW0072  DESIGNATION -  7831
 PW0072  PID         -  PW0072
 PW0072  STATE/COUNTY-  WY/JOHNSON
 PW0072  USGS QUAD   -  HUNTER MESA (1993)
 PW0072
 PW0072                         *CURRENT SURVEY CONTROL
 PW0072  ___________________________________________________________________
 PW0072* NAD 83(1986)-  44 15 30.     (N)    106 56 55.     (W)     SCALED    
 PW0072* NAVD 88     -      2391.082  (meters)    7844.74   (feet)  ADJUSTED  
 PW0072  ___________________________________________________________________
 PW0072  GEOID HEIGHT-          -9.56  (meters)                     GEOID03
 PW0072  DYNAMIC HT  -        2389.675 (meters)    7840.13  (feet)  COMP
 PW0072  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 PW0072
 PW0072  VERT ORDER  -  FIRST     CLASS II
 PW0072
 PW0072.The horizontal coordinates were scaled from a topographic map and have
 PW0072.an estimated accuracy of +/- 6 seconds.
 PW0072
 PW0072.The orthometric height was determined by differential leveling
 PW0072.and adjusted by the National Geodetic Survey in June 1991..
 PW0072
 PW0072.The geoid height was determined by GEOID03.
 PW0072
 PW0072.The dynamic height is computed by dividing the NAVD 88
 PW0072.geopotential number by the normal gravity value computed on the
 PW0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0072.degrees latitude (g = 980.6199 gals.).
 PW0072
 PW0072.The modeled gravity was interpolated from observed gravity values.
 PW0072
 PW0072;                    North         East    Units  Estimated Accuracy
 PW0072;SPC WYEC     -   517,520.      430,720.      MT  (+/- 180 meters Scaled)
 PW0072
 PW0072                          SUPERSEDED SURVEY CONTROL
 PW0072
 PW0072  NGVD 29 (??/??/92) 2390.145  (m)         7841.67   (f) ADJ UNCH    1 2
 PW0072
 PW0072.Superseded values are not recommended for survey control.
 PW0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0072.See file dsdata.txt to determine how the superseded data were derived.
 PW0072
 PW0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK444024(NAD 83)
 PW0072_MARKER: DD = SURVEY DISK
 PW0072_SETTING: 66 = SET IN ROCK OUTCROP
 PW0072_SP_SET: GRANITE ROCK
 PW0072_STAMPING: 7831 SHER
 PW0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0072+STABILITY: POSITION/ELEVATION WELL
 PW0072
 PW0072  HISTORY     - Date     Condition        Report By
 PW0072  HISTORY     - UNK      MONUMENTED       USGS
 PW0072  HISTORY     - 1934     GOOD             NGS
 PW0072
 PW0072                          STATION DESCRIPTION
 PW0072
 PW0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0072'18.4 MI SW FROM BUFFALO.
 PW0072'18.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0072'COUNTY, 1.6 MILES SOUTH OF SOUTH FORK INN, 0.5 MILE NORTH OF SOUR
 PW0072'DOUGH CREEK, 202 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 123
 PW0072'FEET SOUTHEAST OF A FENCE, 48.5 FEET EAST OF THE CENTERLINE OF AN OLD
 PW0072'ABANDONED ROAD, IN THE TOP OF A GRANITE ROCK, AND ABOUT 10 FEET LOWER
 PW0072'THAN THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 PW0072'STAMPED 7831 SHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0141 ***********************************************************************
 OW0141  DESIGNATION -  7838.57
 OW0141  PID         -  OW0141
 OW0141  STATE/COUNTY-  WY/FREMONT
 OW0141  USGS QUAD   -  KISINGER LAKES (1991)
 OW0141
 OW0141                         *CURRENT SURVEY CONTROL
 OW0141  ___________________________________________________________________
 OW0141* NAD 83(1986)-  43 40 08.     (N)    109 56 44.     (W)     SCALED    
 OW0141* NAVD 88     -      2391.077  (meters)    7844.73   (feet)  ADJUSTED  
 OW0141  ___________________________________________________________________
 OW0141  GEOID HEIGHT-          -7.83  (meters)                     GEOID03
 OW0141  DYNAMIC HT  -        2389.319 (meters)    7838.96  (feet)  COMP
 OW0141  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 OW0141
 OW0141  VERT ORDER  -  SECOND    CLASS 0
 OW0141
 OW0141.The horizontal coordinates were scaled from a topographic map and have
 OW0141.an estimated accuracy of +/- 6 seconds.
 OW0141
 OW0141.The orthometric height was determined by differential leveling
 OW0141.and adjusted by the National Geodetic Survey in June 1991..
 OW0141
 OW0141.The geoid height was determined by GEOID03.
 OW0141
 OW0141.The dynamic height is computed by dividing the NAVD 88
 OW0141.geopotential number by the normal gravity value computed on the
 OW0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0141.degrees latitude (g = 980.6199 gals.).
 OW0141
 OW0141.The modeled gravity was interpolated from observed gravity values.
 OW0141
 OW0141;                    North         East    Units  Estimated Accuracy
 OW0141;SPC WYWC     -   352,660.      503,580.      MT  (+/- 180 meters Scaled)
 OW0141
 OW0141                          SUPERSEDED SURVEY CONTROL
 OW0141
 OW0141  NGVD 29 (??/??/92) 2389.755  (m)         7840.39   (f) ADJ UNCH    2 0
 OW0141
 OW0141.Superseded values are not recommended for survey control.
 OW0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0141.See file dsdata.txt to determine how the superseded data were derived.
 OW0141
 OW0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP850356(NAD 83)
 OW0141_MARKER: DD = SURVEY DISK
 OW0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0141_SP_SET: CULVERT
 OW0141_STAMPING: 7838.57
 OW0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0141
 OW0141  HISTORY     - Date     Condition        Report By
 OW0141  HISTORY     - UNK      MONUMENTED       BPR
 OW0141  HISTORY     - 1934     GOOD             NGS
 OW0141
 OW0141                          STATION DESCRIPTION
 OW0141
 OW0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OW0141'20.4 MI W FROM DUBOIS.
 OW0141'ABOUT 20.4 MILES WEST ALONG U.S. HIGHWAY 287 FROM DUBOIS, FREMONT
 OW0141'COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTHEAST CORNER
 OW0141'OF A HEAD WALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 OW0141'STAMPED 7838.57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0041 ***********************************************************************
 NS0041  DESIGNATION -  7861
 NS0041  PID         -  NS0041
 NS0041  STATE/COUNTY-  WY/FREMONT
 NS0041  USGS QUAD   -  MINERS DELIGHT (1991)
 NS0041
 NS0041                         *CURRENT SURVEY CONTROL
 NS0041  ___________________________________________________________________
 NS0041* NAD 83(1986)-  42 33 32.     (N)    108 41 55.     (W)     SCALED    
 NS0041* NAVD 88     -      2399.958  (meters)    7873.86   (feet)  ADJUSTED  
 NS0041  ___________________________________________________________________
 NS0041  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 NS0041  DYNAMIC HT  -        2398.087 (meters)    7867.72  (feet)  COMP
 NS0041  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 NS0041
 NS0041  VERT ORDER  -  FIRST     CLASS II
 NS0041
 NS0041.The horizontal coordinates were scaled from a topographic map and have
 NS0041.an estimated accuracy of +/- 6 seconds.
 NS0041
 NS0041.The orthometric height was determined by differential leveling
 NS0041.and adjusted by the National Geodetic Survey in June 1991..
 NS0041
 NS0041.The geoid height was determined by GEOID03.
 NS0041
 NS0041.The dynamic height is computed by dividing the NAVD 88
 NS0041.geopotential number by the normal gravity value computed on the
 NS0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0041.degrees latitude (g = 980.6199 gals.).
 NS0041
 NS0041.The modeled gravity was interpolated from observed gravity values.
 NS0041
 NS0041;                    North         East    Units  Estimated Accuracy
 NS0041;SPC WYWC     -   228,660.      604,220.      MT  (+/- 180 meters Scaled)
 NS0041
 NS0041                          SUPERSEDED SURVEY CONTROL
 NS0041
 NS0041  NGVD 29 (??/??/92) 2398.801  (m)         7870.07   (f) ADJ UNCH    1 2
 NS0041
 NS0041.Superseded values are not recommended for survey control.
 NS0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0041.See file dsdata.txt to determine how the superseded data were derived.
 NS0041
 NS0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN889143(NAD 83)
 NS0041_MARKER: DD = SURVEY DISK
 NS0041_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 NS0041_SP_SET: UNSPECIFIED ROCK
 NS0041_STAMPING: 7861 RL
 NS0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0041
 NS0041  HISTORY     - Date     Condition        Report By
 NS0041  HISTORY     - UNK      MONUMENTED       USGS
 NS0041  HISTORY     - 1940     GOOD             NGS
 NS0041  HISTORY     - 1946     GOOD             NGS
 NS0041
 NS0041                          STATION DESCRIPTION
 NS0041
 NS0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NS0041'5.3 MI NE FROM ATLANTIC CITY.
 NS0041'5.3 MILES NORTHEAST ALONG A ROAD FROM ATLANTIC CITY, FREMONT COUNTY,
 NS0041'AT THE QUARTER CORNER OF SECTION 19, T 30 N, R 99 W, AT THE EAST
 NS0041'BOUNDARY OF WASHAKIE NATIONAL FOREST, AT THE MARY JANE MINE OF P.J.
 NS0041'OMERA, 50 FEET SOUTHWEST OF THE SHAFT AND ENGINE HOUSE, UNDER THE
 NS0041'NATIONAL FOREST BOUNDARY FENCE, AND IN THE TOP OF A ROCK.  A UNITED
 NS0041'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7861 RL.
 NS0041
 NS0041                          STATION RECOVERY (1946)
 NS0041
 NS0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 NS0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0507 ***********************************************************************
 PX0507  DESIGNATION -  79 AV
 PX0507  PID         -  PX0507
 PX0507  STATE/COUNTY-  WY/BIG HORN
 PX0507  USGS QUAD   -  SUCKER DAM (1951)
 PX0507
 PX0507                         *CURRENT SURVEY CONTROL
 PX0507  ___________________________________________________________________
 PX0507* NAD 83(1993)-  44 10 58.54608(N)    108 15 07.00409(W)     ADJUSTED  
 PX0507* NAVD 88     -      1399.37   (+/-2cm)    4591.1    (feet)  VERTCON   
 PX0507  ___________________________________________________________________
 PX0507  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 PX0507  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 PX0507
 PX0507  HORZ ORDER  -  THIRD
 PX0507  VERT ORDER  -  THIRD ? (See Below)
 PX0507
 PX0507.The horizontal coordinates were established by classical geodetic methods
 PX0507.and adjusted by the National Geodetic Survey in January 1997..
 PX0507
 PX0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0507.The vertical order pertains to the NGVD 29 superseded value.
 PX0507
 PX0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0507
 PX0507.The geoid height was determined by GEOID03.
 PX0507
 PX0507;                    North         East     Units Scale Factor Converg.
 PX0507;SPC WYEC     -   509,484.450   326,552.856   MT  1.00000382   -0 38 24.9
 PX0507;UTM  12      - 4,895,863.318   719,647.280   MT  1.00019338   +1 54 57.7
 PX0507
 PX0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0507!SPC WYEC     -   0.99978274  x   1.00000382  =   0.99978656
 PX0507!UTM  12      -   0.99978274  x   1.00019338  =   0.99997607
 PX0507
 PX0507:                Primary Azimuth Mark                     Grid Az
 PX0507:SPC WYEC     -  RAINBOW                                  174 14 32.8
 PX0507:UTM  12      -  RAINBOW                                  171 41 10.2
 PX0507
 PX0507|---------------------------------------------------------------------|
 PX0507| PID    Reference Object                     Distance      Geod. Az  |
 PX0507|                                                           dddmmss.s |
 PX0507| PX0515 RAINBOW                             APPROX. 3.5 KM 1733607.9 |
 PX0507|---------------------------------------------------------------------|
 PX0507
 PX0507                          SUPERSEDED SURVEY CONTROL
 PX0507
 PX0507  NAD 83(1986)-  44 10 58.53738(N)    108 15 06.99937(W) AD(       ) 3
 PX0507  NGVD 29 (11/06/89) 1398.48   (m)         4588.2    (f) LEVELING    3  
 PX0507
 PX0507.Superseded values are not recommended for survey control.
 PX0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0507.See file dsdata.txt to determine how the superseded data were derived.
 PX0507
 PX0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP1964795863(NAD 83)
 PX0507_MARKER: DS = TRIANGULATION STATION DISK
 PX0507_SETTING: 0 = UNSPECIFIED SETTING
 PX0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0507
 PX0507  HISTORY     - Date     Condition        Report By
 PX0507  HISTORY     - 1948     MONUMENTED       USGS
 PX0507
 PX0507                          STATION DESCRIPTION
 PX0507
 PX0507'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0507'STATION LOCATED IN SEC. 27, T 49 N, R 95 W, ABOUT 19 MI. NW. OF
 PX0507'WORLAND, ABOUT 2 MI. S. OF HIGH BADLAND PEAK, 0.5 MI. W. OF SMALL
 PX0507'RESERVOIR, AND 50 FT. NW. OF RD. FORK.
 PX0507'
 PX0507'TO REACH FROM BASIN POST OFFICE, GO S. 10.1 MI. ON U.S. HIGHWAY 20 TO
 PX0507'SIDE RD. (MONTGOMERY RANCH SIGN), TURN RIGHT OFF HIGHWAY AND GO 0.7
 PX0507'MI. TO RANCH, TURN RIGHT THRU RANCH AND GO W. 0.8 MI. TO T-RD.
 PX0507'INTERSECTION, TURN LEFT AND GO S. 0.4 MI. CROSS IRRIGATION CANAL AND
 PX0507'CONTINUE SW. 2.1 MI. TO RD. INTERSECTION, CONTINUE STRAIGHT 1.2 MI.
 PX0507'TO CROSSROAD, CONTINUE 0.5 MI. TO RD., TAKE LEFT FORK AND GO 1.9 MI.
 PX0507'TO RD. FORK, TAKE LEFT FORK AND GO 0.8 MI. TO CROSSROADS, CROSS OVER
 PX0507'CREEK AND GO 1.2 MI. TO RD. FORKS ON TOP OF RIDGE, TAKE RIGHT FORK
 PX0507'AND GO 2.6 MI. TO T-RD. FORK, TAKE RIGHT FORK AND CONTINUE W. ON MAIN
 PX0507'RD. 11.4 MI. TO RD. FORK ON RISE, TAKE LEFT FORK AND GO 300 FT. TO
 PX0507'ANOTHER FORK AND STATION.  (JEEP MILEAGE)
 PX0507'
 PX0507'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 PX0507'---79 AV 1948---.
 PX0507'
 PX0507'REFERENCE MARK--A PAINTED CIRCLE ON SMALL STONE SET IN GROUND BY PILE
 PX0507'ROCKS.  THIS IS ALSO A SECTION CORNER COMMON TO SEC. 26, 27, 34, AND
 PX0507'35, T 49 N, R 94 W, 88.8 FT. SE. OF STATION MARK, N 59 DEGREES
 PX0507'36 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0147 ***********************************************************************
 MP0147  DESIGNATION -  7922.47
 MP0147  PID         -  MP0147
 MP0147  STATE/COUNTY-  WY/CARBON
 MP0147  USGS QUAD   -  ENCAMPMENT (1983)
 MP0147
 MP0147                         *CURRENT SURVEY CONTROL
 MP0147  ___________________________________________________________________
 MP0147* NAD 83(1986)-  41 11 48.     (N)    106 50 31.     (W)     SCALED    
 MP0147* NAVD 88     -      2416.483  (meters)    7928.08   (feet)  ADJUSTED  
 MP0147  ___________________________________________________________________
 MP0147  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 MP0147  DYNAMIC HT  -        2414.189 (meters)    7920.55  (feet)  COMP
 MP0147  MODELED GRAV-     979,586.7   (mgal)                       NAVD 88
 MP0147
 MP0147  VERT ORDER  -  SECOND    CLASS 0
 MP0147
 MP0147.The horizontal coordinates were scaled from a topographic map and have
 MP0147.an estimated accuracy of +/- 6 seconds.
 MP0147
 MP0147.The orthometric height was determined by differential leveling
 MP0147.and adjusted by the National Geodetic Survey in June 1991..
 MP0147
 MP0147.The geoid height was determined by GEOID03.
 MP0147
 MP0147.The dynamic height is computed by dividing the NAVD 88
 MP0147.geopotential number by the normal gravity value computed on the
 MP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0147.degrees latitude (g = 980.6199 gals.).
 MP0147
 MP0147.The modeled gravity was interpolated from observed gravity values.
 MP0147
 MP0147;                    North         East    Units  Estimated Accuracy
 MP0147;SPC WYEC     -   177,480.      441,220.      MT  (+/- 180 meters Scaled)
 MP0147
 MP0147                          SUPERSEDED SURVEY CONTROL
 MP0147
 MP0147  NGVD 29 (??/??/92) 2415.200  (m)         7923.87   (f) ADJ UNCH    2 0
 MP0147
 MP0147.Superseded values are not recommended for survey control.
 MP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0147.See file dsdata.txt to determine how the superseded data were derived.
 MP0147
 MP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF455622(NAD 83)
 MP0147_MARKER: DD = SURVEY DISK
 MP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0147_STAMPING: 7922.47 1928
 MP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0147+STABILITY: SURFACE MOTION
 MP0147
 MP0147  HISTORY     - Date     Condition        Report By
 MP0147  HISTORY     - 1928     MONUMENTED       BPR
 MP0147
 MP0147                          STATION DESCRIPTION
 MP0147
 MP0147'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 MP0147'3.2 MI W FROM ENCAMPMENT.
 MP0147'3.2 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 50 FEET EAST OF
 MP0147'THE SOUTH CONCRETE HEADWALL OF A CULVERT, AND 30 FEET SOUTH OF THE
 MP0147'CENTERLINE OF THE ROAD.  A U.S. BUREAU OF PUBLIC ROADS STANDARD DISK,
 MP0147'STAMPED 7922.47 1928 AND SET IN THE TOP OF A CONCRETE FILLED STEEL
 MP0147'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0140 ***********************************************************************
 OW0140  DESIGNATION -  7947.93
 OW0140  PID         -  OW0140
 OW0140  STATE/COUNTY-  WY/FREMONT
 OW0140  USGS QUAD   -  KISINGER LAKES (1991)
 OW0140
 OW0140                         *CURRENT SURVEY CONTROL
 OW0140  ___________________________________________________________________
 OW0140* NAD 83(1986)-  43 40 41.     (N)    109 57 08.     (W)     SCALED    
 OW0140* NAVD 88     -      2424.397  (meters)    7954.04   (feet)  ADJUSTED  
 OW0140  ___________________________________________________________________
 OW0140  GEOID HEIGHT-          -7.82  (meters)                     GEOID03
 OW0140  DYNAMIC HT  -        2422.596 (meters)    7948.13  (feet)  COMP
 OW0140  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 OW0140
 OW0140  VERT ORDER  -  SECOND    CLASS 0
 OW0140
 OW0140.The horizontal coordinates were scaled from a topographic map and have
 OW0140.an estimated accuracy of +/- 6 seconds.
 OW0140
 OW0140.The orthometric height was determined by differential leveling
 OW0140.and adjusted by the National Geodetic Survey in June 1991..
 OW0140
 OW0140.The geoid height was determined by GEOID03.
 OW0140
 OW0140.The dynamic height is computed by dividing the NAVD 88
 OW0140.geopotential number by the normal gravity value computed on the
 OW0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0140.degrees latitude (g = 980.6199 gals.).
 OW0140
 OW0140.The modeled gravity was interpolated from observed gravity values.
 OW0140
 OW0140;                    North         East    Units  Estimated Accuracy
 OW0140;SPC WYWC     -   353,680.      503,060.      MT  (+/- 180 meters Scaled)
 OW0140
 OW0140                          SUPERSEDED SURVEY CONTROL
 OW0140
 OW0140  NGVD 29 (??/??/92) 2423.060  (m)         7949.66   (f) ADJ UNCH    2 0
 OW0140
 OW0140.Superseded values are not recommended for survey control.
 OW0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0140.See file dsdata.txt to determine how the superseded data were derived.
 OW0140
 OW0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP844366(NAD 83)
 OW0140_MARKER: DD = SURVEY DISK
 OW0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0140_SP_SET: CULVERT
 OW0140_STAMPING: 7947.93
 OW0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0140
 OW0140  HISTORY     - Date     Condition        Report By
 OW0140  HISTORY     - UNK      MONUMENTED       BPR
 OW0140  HISTORY     - 1934     GOOD             NGS
 OW0140
 OW0140                          STATION DESCRIPTION
 OW0140
 OW0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OW0140'21.1 MI W FROM DUBOIS.
 OW0140'ABOUT 21.1 MILES WEST ALONG U.S. HIGHWAY 287 FROM DUBOIS, FREMONT
 OW0140'COUNTY, AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTHEAST CORNER
 OW0140'OF A HEAD WALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 OW0140'STAMPED 7947.93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0071 ***********************************************************************
 PW0071  DESIGNATION -  7955.07
 PW0071  PID         -  PW0071
 PW0071  STATE/COUNTY-  WY/JOHNSON
 PW0071  USGS QUAD   -  HUNTER MESA (1993)
 PW0071
 PW0071                         *CURRENT SURVEY CONTROL
 PW0071  ___________________________________________________________________
 PW0071* NAD 83(1986)-  44 15 54.     (N)    106 56 45.     (W)     SCALED    
 PW0071* NAVD 88     -      2429.126  (meters)    7969.56   (feet)  ADJUSTED  
 PW0071  ___________________________________________________________________
 PW0071  GEOID HEIGHT-          -9.60  (meters)                     GEOID03
 PW0071  DYNAMIC HT  -        2427.717 (meters)    7964.93  (feet)  COMP
 PW0071  MODELED GRAV-     979,947.8   (mgal)                       NAVD 88
 PW0071
 PW0071  VERT ORDER  -  FIRST     CLASS II
 PW0071
 PW0071.The horizontal coordinates were scaled from a topographic map and have
 PW0071.an estimated accuracy of +/- 6 seconds.
 PW0071
 PW0071.The orthometric height was determined by differential leveling
 PW0071.and adjusted by the National Geodetic Survey in June 1991..
 PW0071
 PW0071.The geoid height was determined by GEOID03.
 PW0071
 PW0071.The dynamic height is computed by dividing the NAVD 88
 PW0071.geopotential number by the normal gravity value computed on the
 PW0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0071.degrees latitude (g = 980.6199 gals.).
 PW0071
 PW0071.The modeled gravity was interpolated from observed gravity values.
 PW0071
 PW0071;                    North         East    Units  Estimated Accuracy
 PW0071;SPC WYEC     -   518,270.      430,940.      MT  (+/- 180 meters Scaled)
 PW0071
 PW0071                          SUPERSEDED SURVEY CONTROL
 PW0071
 PW0071  NGVD 29 (??/??/92) 2428.212  (m)         7966.56   (f) ADJ UNCH    1 2
 PW0071
 PW0071.Superseded values are not recommended for survey control.
 PW0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0071.See file dsdata.txt to determine how the superseded data were derived.
 PW0071
 PW0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK446031(NAD 83)
 PW0071_MARKER: P = PIPE CAP
 PW0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0071_STAMPING: 7955.07
 PW0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0071
 PW0071  HISTORY     - Date     Condition        Report By
 PW0071  HISTORY     - UNK      MONUMENTED       BPR
 PW0071  HISTORY     - 1934     GOOD             NGS
 PW0071
 PW0071                          STATION DESCRIPTION
 PW0071
 PW0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0071'18.0 MI SW FROM BUFFALO.
 PW0071'18.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0071'COUNTY, 1.1 MILES SOUTH OF SOUTH FORK INN, 1.0 MILE SOUTH OF SOUTH
 PW0071'FORK CREEK, 1.0 MILE NORTH OF SOUR DOUGH CREEK, 100.2 FEET NORTHEAST
 PW0071'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 6.0 FEET HIGHER THAN THE
 PW0071'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED
 PW0071'7955.07 AND RIVETED ON THE TOP OF AN IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0385 ***********************************************************************
 OW0385  DESIGNATION -  8 AM
 OW0385  PID         -  OW0385
 OW0385  STATE/COUNTY-  WY/FREMONT
 OW0385  USGS QUAD   -  BULL LAKE WEST (1993)
 OW0385
 OW0385                         *CURRENT SURVEY CONTROL
 OW0385  ___________________________________________________________________
 OW0385* NAD 83(1993)-  43 08 30.65474(N)    109 14 06.24820(W)     ADJUSTED  
 OW0385* NAVD 88     -      2738.23   (+/-2cm)    8983.7    (feet)  VERTCON   
 OW0385  ___________________________________________________________________
 OW0385  LAPLACE CORR-         -21.11  (seconds)                    DEFLEC99
 OW0385  GEOID HEIGHT-          -8.95  (meters)                     GEOID03
 OW0385
 OW0385  HORZ ORDER  -  THIRD
 OW0385  VERT ORDER  -  THIRD ? (See Below)
 OW0385
 OW0385.The horizontal coordinates were established by classical geodetic methods
 OW0385.and adjusted by the National Geodetic Survey in January 1997..
 OW0385
 OW0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0385.The vertical order pertains to the NGVD 29 superseded value.
 OW0385
 OW0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0385
 OW0385.The geoid height was determined by GEOID03.
 OW0385
 OW0385;                    North         East     Units Scale Factor Converg.
 OW0385;SPC WYWC     -   293,525.551   560,540.552   MT  0.99995665   -0 19 54.1
 OW0385;UTM  12      - 4,778,078.895   643,526.767   MT  0.99985342   +1 12 25.5
 OW0385
 OW0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0385!SPC WYWC     -   0.99957218  x   0.99995665  =   0.99952884
 OW0385!UTM  12      -   0.99957218  x   0.99985342  =   0.99942566
 OW0385
 OW0385:                Primary Azimuth Mark                     Grid Az
 OW0385:SPC WYWC     -  BULL LAKE                                222 24 49.3
 OW0385:UTM  12      -  BULL LAKE                                220 52 29.7
 OW0385
 OW0385|---------------------------------------------------------------------|
 OW0385| PID    Reference Object                     Distance      Geod. Az  |
 OW0385|                                                           dddmmss.s |
 OW0385| OW0333 BULL LAKE                           APPROX. 3.3 KM 2220455.2 |
 OW0385|---------------------------------------------------------------------|
 OW0385
 OW0385                          SUPERSEDED SURVEY CONTROL
 OW0385
 OW0385  NAD 83(1986)-  43 08 30.64455(N)    109 14 06.24050(W) AD(       ) 3
 OW0385  NGVD 29 (11/06/89) 2737.00   (m)         8979.6    (f) LEVELING    3  
 OW0385
 OW0385.Superseded values are not recommended for survey control.
 OW0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0385.See file dsdata.txt to determine how the superseded data were derived.
 OW0385
 OW0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN4352778079(NAD 83)
 OW0385_MARKER: DS = TRIANGULATION STATION DISK
 OW0385_SETTING: 0 = UNSPECIFIED SETTING
 OW0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0385
 OW0385  HISTORY     - Date     Condition        Report By
 OW0385  HISTORY     - 1950     MONUMENTED       USGS
 OW0385
 OW0385                          STATION DESCRIPTION
 OW0385
 OW0385'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0385'NW. CORNER SEC. 23, T 2 N, R 4 W, 0.9 MI. W. OF TO RD. FORK, THENCE
 OW0385'0.9 MI. W. ALONG N. FORK OF RD. TO EDGE OF CLIFF IN SADDLE, THENCE
 OW0385'0.3 MI. E. ALONG CLIFF TO ROCKY SUMMIT, 3 FT. LOWER THAN SUMMIT,
 OW0385'IN NE. 1/4 SEC. 21, T 2 N, R 4 W.
 OW0385'
 OW0385'STATION MARK--STANDARD TABLET IN ROCK, STAMPED---8 AM 1950 8979---.
 OW0385'
 OW0385'REFERENCE MARK--60 FT. E. OF BENCH MARK, CHISELED SQUARE IN EMBEDDED
 OW0385'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0597 ***********************************************************************
 PV0597  DESIGNATION -  8 GRS
 PV0597  PID         -  PV0597
 PV0597  STATE/COUNTY-  WY/CAMPBELL
 PV0597  USGS QUAD   -  SPOTTED HORSE (1971)
 PV0597
 PV0597                         *CURRENT SURVEY CONTROL
 PV0597  ___________________________________________________________________
 PV0597* NAD 83(1986)-  44 42 32.     (N)    105 49 22.     (W)     SCALED    
 PV0597* NAVD 88     -      1224.425  (meters)    4017.13   (feet)  POSTED    
 PV0597  ___________________________________________________________________
 PV0597  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 PV0597  DYNAMIC HT  -        1224.000 (meters)    4015.74  (feet)  COMP
 PV0597  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 PV0597
 PV0597  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0597
 PV0597.The horizontal coordinates were scaled from a topographic map and have
 PV0597.an estimated accuracy of +/- 6 seconds.
 PV0597
 PV0597.The orthometric height was determined by differential leveling
 PV0597.and adjusted by the National Geodetic Survey in 1992..
 PV0597.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0597.rate of 0.0 thru 1.0 mm/km.
 PV0597
 PV0597.The geoid height was determined by GEOID03.
 PV0597
 PV0597.The dynamic height is computed by dividing the NAVD 88
 PV0597.geopotential number by the normal gravity value computed on the
 PV0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0597.degrees latitude (g = 980.6199 gals.).
 PV0597
 PV0597.The modeled gravity was interpolated from observed gravity values.
 PV0597
 PV0597;                    North         East    Units  Estimated Accuracy
 PV0597;SPC WY E     -   467,730.      148,010.      MT  (+/- 180 meters Scaled)
 PV0597
 PV0597                          SUPERSEDED SURVEY CONTROL
 PV0597
 PV0597.No superseded survey control is available for this station.
 PV0597
 PV0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK348509(NAD 83)
 PV0597_MARKER: DB = BENCH MARK DISK
 PV0597_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0597_SP_SET: COPPER-CLAD STEEL ROD
 PV0597_STAMPING: 8 GRS 1971
 PV0597_MARK LOGO: USGS  
 PV0597_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0597+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0597
 PV0597  HISTORY     - Date     Condition        Report By
 PV0597  HISTORY     - 1971     MONUMENTED       USGS
 PV0597
 PV0597                          STATION DESCRIPTION
 PV0597
 PV0597'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0597'FROM THE ARVADA, WYOMING POST OFFICE, PROCEED 3.2 MILES NORTH ALONG
 PV0597'STATE HIGHWAY 341 TO THE JUNCTION WITH U.S. HIGHWAY 14 AND 16,
 PV0597'THENCE 16.0 MILES EAST ALONG U.S. HIGHWAY 14 AND 16, 0.7 MILES EAST
 PV0597'OF SPOTTED HORSE, 9.9 MILES SOUTH AND WEST ALONG ROADS FROM RECLUSE,
 PV0597'102 FEET NORTH AND 31 FEET WEST OF AND 3 FEET LOWER THAN A
 PV0597'T-JUNCTION, 1 FOOT NORTH AND 1 FOOT WEST OF THE FENCE CORNER, 2 FEET
 PV0597'EAST OF A WITNESS POST, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH
 PV0597'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0065 ***********************************************************************
 NR0065  DESIGNATION -  8 HA
 NR0065  PID         -  NR0065
 NR0065  STATE/COUNTY-  WY/CARBON
 NR0065  USGS QUAD   -  T B RANCH (1961)
 NR0065
 NR0065                         *CURRENT SURVEY CONTROL
 NR0065  ___________________________________________________________________
 NR0065* NAD 83(1986)-  42 01 09.     (N)    106 11 24.     (W)     SCALED    
 NR0065* NAVD 88     -      2083.634  (meters)    6836.06   (feet)  ADJUSTED  
 NR0065  ___________________________________________________________________
 NR0065  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NR0065  DYNAMIC HT  -        2081.900 (meters)    6830.37  (feet)  COMP
 NR0065  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 NR0065
 NR0065  VERT ORDER  -  SECOND    CLASS 0
 NR0065
 NR0065.The horizontal coordinates were scaled from a topographic map and have
 NR0065.an estimated accuracy of +/- 6 seconds.
 NR0065
 NR0065.The orthometric height was determined by differential leveling
 NR0065.and adjusted by the National Geodetic Survey in June 1991..
 NR0065
 NR0065.The geoid height was determined by GEOID03.
 NR0065
 NR0065.The dynamic height is computed by dividing the NAVD 88
 NR0065.geopotential number by the normal gravity value computed on the
 NR0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0065.degrees latitude (g = 980.6199 gals.).
 NR0065
 NR0065.The modeled gravity was interpolated from observed gravity values.
 NR0065
 NR0065;                    North         East    Units  Estimated Accuracy
 NR0065;SPC WYEC     -   269,340.      494,690.      MT  (+/- 180 meters Scaled)
 NR0065
 NR0065                          SUPERSEDED SURVEY CONTROL
 NR0065
 NR0065  NGVD 29 (??/??/92) 2082.512  (m)         6832.37   (f) ADJ UNCH    2 0
 NR0065
 NR0065.Superseded values are not recommended for survey control.
 NR0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0065.See file dsdata.txt to determine how the superseded data were derived.
 NR0065
 NR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG014525(NAD 83)
 NR0065_MARKER: DD = SURVEY DISK
 NR0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0065_STAMPING: 8 HA 1948
 NR0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0065+STABILITY: SURFACE MOTION
 NR0065
 NR0065  HISTORY     - Date     Condition        Report By
 NR0065  HISTORY     - 1948     MONUMENTED       USGS
 NR0065  HISTORY     - 1959     GOOD             NGS
 NR0065
 NR0065                          STATION DESCRIPTION
 NR0065
 NR0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0065'9.8 MI N FROM MEDICINE BOW.
 NR0065'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0065'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 9.6 MILES NORTH ALONG A
 NR0065'PAVED ROAD, 271 FEET WEST OF THE CENTER LINE OF THE ROAD, IN SECTION
 NR0065'28, R 78 W, T 24 N, 44 FEET EAST OF THE CENTER LINE OF AN ABANDONED
 NR0065'ROAD, 79 FEET NORTHEAST OF THE CENTER LINE OF A TRAIL ROAD LEADING
 NR0065'NORTHWEST, 1.3 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 NR0065'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1185 ***********************************************************************
 MO1185  DESIGNATION -  8 JPU
 MO1185  PID         -  MO1185
 MO1185  STATE/COUNTY-  WY/ALBANY
 MO1185  USGS QUAD   -  INDIAN GUIDE (1981)
 MO1185
 MO1185                         *CURRENT SURVEY CONTROL
 MO1185  ___________________________________________________________________
 MO1185* NAD 83(1993)-  41 41 04.97901(N)    105 21 51.03765(W)     ADJUSTED  
 MO1185* NAVD 88     -      2186.40   (+/-2cm)    7173.2    (feet)  VERTCON   
 MO1185  ___________________________________________________________________
 MO1185  LAPLACE CORR-         -10.38  (seconds)                    DEFLEC99
 MO1185  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 MO1185
 MO1185  HORZ ORDER  -  THIRD
 MO1185  VERT ORDER  -  THIRD ? (See Below)
 MO1185
 MO1185.The horizontal coordinates were established by classical geodetic methods
 MO1185.and adjusted by the National Geodetic Survey in January 1997..
 MO1185
 MO1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1185.The vertical order pertains to the NGVD 29 superseded value.
 MO1185
 MO1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1185
 MO1185.The geoid height was determined by GEOID03.
 MO1185
 MO1185;                    North         East     Units Scale Factor Converg.
 MO1185;SPC WY E     -   131,580.133   183,556.604   MT  0.99994083   -0 07 52.9
 MO1185;UTM  13      - 4,614,835.669   469,691.272   MT  0.99961130   -0 14 31.9
 MO1185
 MO1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1185!SPC WY E     -   0.99965907  x   0.99994083  =   0.99959992
 MO1185!UTM  13      -   0.99965907  x   0.99961130  =   0.99927051
 MO1185
 MO1185:                Primary Azimuth Mark                     Grid Az
 MO1185:SPC WY E     -  SYBILLE                                  022 18 18.4
 MO1185:UTM  13      -  SYBILLE                                  022 24 57.4
 MO1185
 MO1185|---------------------------------------------------------------------|
 MO1185| PID    Reference Object                     Distance      Geod. Az  |
 MO1185|                                                           dddmmss.s |
 MO1185| MO1184 SYBILLE                             APPROX. 3.7 KM 0221025.5 |
 MO1185|---------------------------------------------------------------------|
 MO1185
 MO1185                          SUPERSEDED SURVEY CONTROL
 MO1185
 MO1185  NAD 83(1986)-  41 41 04.96333(N)    105 21 51.03334(W) AD(       ) 3
 MO1185  NAD 27      -  41 41 05.06019(N)    105 21 49.08934(W) AD(       ) 3
 MO1185  NGVD 29 (07/19/86) 2185.43   (m)         7170.0    (f) LEVELING    3  
 MO1185
 MO1185.Superseded values are not recommended for survey control.
 MO1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1185.See file dsdata.txt to determine how the superseded data were derived.
 MO1185
 MO1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG6969114836(NAD 83)
 MO1185_MARKER: DB = BENCH MARK DISK
 MO1185_SETTING: 0 = UNSPECIFIED SETTING
 MO1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1185
 MO1185  HISTORY     - Date     Condition        Report By
 MO1185  HISTORY     - 1953     MONUMENTED       USGS
 MO1185
 MO1185                          STATION DESCRIPTION
 MO1185
 MO1185'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1185'STATION IS LOCATED ABOUT 28.3 MI. NE. OF LARAMIE, APPROXIMATELY 40
 MO1185'FT. W. OF OLD HIGHWAY TO WHEATLAND.
 MO1185'
 MO1185'TO REACH FROM LARAMIE POST OFFICE, GO N. ON U.S. HIGHWAY 30 17.7 MI.
 MO1185'TO BOSLER JUNCTION.  GO NE. ON WYOMING 34 10.2 MI. TO JUNCTION WITH
 MO1185'GRAVEL RD.  TURN RIGHT ON GRAVEL RD., PROCEED ON MAIN TRAVELED RD.
 MO1185'6.1 MI. TO RD. FORK, TAKE LEFT FORK 1.2 MI. TO RD. FORK, TAKE LEFT
 MO1185'FORK 3.9 MI. TO RD. FORK.  TAKE RD. FORK STAYING ON MAIN TRAVELED RD.
 MO1185'1.1 MI. TO SHARP BEND IN RD. TO ENE.  STATION IS 40 FT. W. OF RD.
 MO1185'BEND, SET IN ROCK OUTCROP.
 MO1185'
 MO1185'STATION MARK--STANDARD TABLET, STAMPED ---8 JPU 1953---.
 MO1185'
 MO1185'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0175 ***********************************************************************
 OV0175  DESIGNATION -  8 JR
 OV0175  PID         -  OV0175
 OV0175  STATE/COUNTY-  WY/FREMONT
 OV0175  USGS QUAD   -  LYSITE SE (1952)
 OV0175
 OV0175                         *CURRENT SURVEY CONTROL
 OV0175  ___________________________________________________________________
 OV0175* NAD 83(1986)-  43 21 26.     (N)    107 35 20.     (W)     SCALED    
 OV0175* NAVD 88     -      1754.098  (meters)    5754.90   (feet)  ADJUSTED  
 OV0175  ___________________________________________________________________
 OV0175  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 OV0175  DYNAMIC HT  -        1752.977 (meters)    5751.23  (feet)  COMP
 OV0175  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 OV0175
 OV0175  VERT ORDER  -  SECOND    CLASS 0
 OV0175
 OV0175.The horizontal coordinates were scaled from a topographic map and have
 OV0175.an estimated accuracy of +/- 6 seconds.
 OV0175
 OV0175.The orthometric height was determined by differential leveling
 OV0175.and adjusted by the National Geodetic Survey in June 1991..
 OV0175
 OV0175.The geoid height was determined by GEOID03.
 OV0175
 OV0175.The dynamic height is computed by dividing the NAVD 88
 OV0175.geopotential number by the normal gravity value computed on the
 OV0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0175.degrees latitude (g = 980.6199 gals.).
 OV0175
 OV0175.The modeled gravity was interpolated from observed gravity values.
 OV0175
 OV0175;                    North         East    Units  Estimated Accuracy
 OV0175;SPC WYWC     -   317,990.      694,120.      MT  (+/- 180 meters Scaled)
 OV0175
 OV0175                          SUPERSEDED SURVEY CONTROL
 OV0175
 OV0175  NGVD 29 (??/??/92) 1753.090  (m)         5751.60   (f) ADJ UNCH    2 0
 OV0175
 OV0175.Superseded values are not recommended for survey control.
 OV0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0175.See file dsdata.txt to determine how the superseded data were derived.
 OV0175
 OV0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ902037(NAD 83)
 OV0175_MARKER: DD = SURVEY DISK
 OV0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0175_STAMPING: 8 JR 1950 5752
 OV0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0175+STABILITY: SURFACE MOTION
 OV0175
 OV0175  HISTORY     - Date     Condition        Report By
 OV0175  HISTORY     - 1950     MONUMENTED       USGS
 OV0175  HISTORY     - 1966     GOOD             NGS
 OV0175
 OV0175                          STATION DESCRIPTION
 OV0175
 OV0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0175'9.1 MI NE FROM LYSITE.
 OV0175'9.1 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON AND
 OV0175'QUINCY RAILROAD STATION AT LYSITE, AT THE NORTH END OF A CURVE, ON A
 OV0175'SMALL KNOLL, 91 FEET WEST OF THE CENTER LINE OF THE ROAD, 215 FEET
 OV0175'NORTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD NORTHEAST, 1.4 FEET
 OV0175'NORTH OF A WITNESS POST, ABOUT 7 1/2 FEET HIGHER THAN THE ROAD, AND
 OV0175'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 OV0175'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0932 ***********************************************************************
 PY0932  DESIGNATION -  8 MDC
 PY0932  PID         -  PY0932
 PY0932  STATE/COUNTY-  WY/TETON
 PY0932  USGS QUAD   -  WEST THUMB (1986)
 PY0932
 PY0932                         *CURRENT SURVEY CONTROL
 PY0932  ___________________________________________________________________
 PY0932* NAD 83(1986)-  44 25 44.     (N)    110 35 02.     (W)     SCALED    
 PY0932* NAVD 88     -      2389.439  (meters)    7839.35   (feet)  ADJUSTED  
 PY0932  ___________________________________________________________________
 PY0932  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 PY0932  DYNAMIC HT  -        2387.830 (meters)    7834.07  (feet)  COMP
 PY0932  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 PY0932
 PY0932  VERT ORDER  -  FIRST     CLASS II
 PY0932
 PY0932.The horizontal coordinates were scaled from a topographic map and have
 PY0932.an estimated accuracy of +/- 6 seconds.
 PY0932
 PY0932.The orthometric height was determined by differential leveling
 PY0932.and adjusted by the National Geodetic Survey in June 1991..
 PY0932
 PY0932.The geoid height was determined by GEOID03.
 PY0932
 PY0932.The dynamic height is computed by dividing the NAVD 88
 PY0932.geopotential number by the normal gravity value computed on the
 PY0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0932.degrees latitude (g = 980.6199 gals.).
 PY0932
 PY0932.The modeled gravity was interpolated from observed gravity values.
 PY0932
 PY0932;                    North         East    Units  Estimated Accuracy
 PY0932;SPC WY W     -   536,530.      760,150.      MT  (+/- 180 meters Scaled)
 PY0932
 PY0932                          SUPERSEDED SURVEY CONTROL
 PY0932
 PY0932  NGVD 29 (08/20/92) 2388.044  (m)         7834.77   (f) ADJUSTED    1 2
 PY0932
 PY0932.Superseded values are not recommended for survey control.
 PY0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0932.See file dsdata.txt to determine how the superseded data were derived.
 PY0932
 PY0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ331195(NAD 83)
 PY0932_MARKER: DB = BENCH MARK DISK
 PY0932_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0932_SP_SET: COPPER-CLAD STEEL ROD
 PY0932_STAMPING: 8 MDC 1977 7834
 PY0932_MARK LOGO: USGS  
 PY0932_PROJECTION: FLUSH
 PY0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0932_ROD/PIPE-DEPTH: 5.1  meters
 PY0932
 PY0932  HISTORY     - Date     Condition        Report By
 PY0932  HISTORY     - 1977     MONUMENTED       USGS
 PY0932  HISTORY     - 1987     GOOD             NGS
 PY0932
 PY0932                          STATION DESCRIPTION
 PY0932
 PY0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0932'2.1 KM (1.30 MI) NORTH FROM WEST THUMB.
 PY0932'2.1 KM (1.30 MI) NORTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0932'JUNCTION OF WEST THUMB GEYSER BASIN IN WEST THUMB, AT THE CREST OF A
 PY0932'HILL, 20.0 M (65.6 FT) NORTHWEST OF THE EAST END OF A DRAIN PIPE, AND
 PY0932'15.1 M (49.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0932'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0966 ***********************************************************************
 PY0966  DESIGNATION -  8 MDC
 PY0966  PID         -  PY0966
 PY0966  STATE/COUNTY-  WY/PARK
 PY0966  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0966
 PY0966                         *CURRENT SURVEY CONTROL
 PY0966  ___________________________________________________________________
 PY0966* NAD 83(1986)-  44 43 07.     (N)    110 32 11.     (W)     SCALED    
 PY0966* NAVD 88     -      2481.906  (meters)    8142.72   (feet)  ADJUSTED  
 PY0966  ___________________________________________________________________
 PY0966  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0966  DYNAMIC HT  -        2480.309 (meters)    8137.48  (feet)  COMP
 PY0966  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 PY0966
 PY0966  VERT ORDER  -  FIRST     CLASS II
 PY0966
 PY0966.The horizontal coordinates were scaled from a topographic map and have
 PY0966.an estimated accuracy of +/- 6 seconds.
 PY0966
 PY0966.The orthometric height was determined by differential leveling
 PY0966.and adjusted by the National Geodetic Survey in June 1991..
 PY0966
 PY0966.The geoid height was determined by GEOID03.
 PY0966
 PY0966.The dynamic height is computed by dividing the NAVD 88
 PY0966.geopotential number by the normal gravity value computed on the
 PY0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0966.degrees latitude (g = 980.6199 gals.).
 PY0966
 PY0966.The modeled gravity was interpolated from observed gravity values.
 PY0966
 PY0966;                    North         East    Units  Estimated Accuracy
 PY0966;SPC WYWC     -   470,150.      458,470.      MT  (+/- 180 meters Scaled)
 PY0966
 PY0966                          SUPERSEDED SURVEY CONTROL
 PY0966
 PY0966  NGVD 29 (08/20/92) 2480.537  (m)         8138.23   (f) ADJUSTED    1 2
 PY0966
 PY0966.Superseded values are not recommended for survey control.
 PY0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0966.See file dsdata.txt to determine how the superseded data were derived.
 PY0966
 PY0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ367517(NAD 83)
 PY0966_MARKER: DB = BENCH MARK DISK
 PY0966_SETTING: 80 = SET IN A BOULDER
 PY0966_SP_SET: BOULDER
 PY0966_STAMPING: 8 MDC 1976 8137
 PY0966_MARK LOGO: USGS  
 PY0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0966+STABILITY: SURFACE MOTION
 PY0966
 PY0966  HISTORY     - Date     Condition        Report By
 PY0966  HISTORY     - 1976     MONUMENTED       USGS
 PY0966  HISTORY     - 1987     GOOD             NGS
 PY0966
 PY0966                          STATION DESCRIPTION
 PY0966
 PY0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0966'4.6 KM (2.85 MI) WEST FROM CANYON VILLAGE.
 PY0966'4.6 KM (2.85 MI) WESTERLY ALONG NORRIS JUNCTION HIGHWAY FROM THE
 PY0966'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF A 1 BY 2
 PY0966'FOOT BOULDER THAT PROJECTS 2-INCHES ABOVE THE GROUND SURFACE, AT THE
 PY0966'WEST END OF A GRAVELED HIGHWAY PULLOUT ON THE SOUTH SIDE OF THE
 PY0966'HIGHWAY, AND 20.0 M (65.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PY0966'HIGHWAY.
 PY0966'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0906 ***********************************************************************
 PY0906  DESIGNATION -  8 RDS
 PY0906  PID         -  PY0906
 PY0906  STATE/COUNTY-  WY/PARK
 PY0906  USGS QUAD   -  BEACH LAKE (1986)
 PY0906
 PY0906                         *CURRENT SURVEY CONTROL
 PY0906  ___________________________________________________________________
 PY0906* NAD 83(1986)-  44 36 35.     (N)    110 32 38.     (W)     SCALED    
 PY0906* NAVD 88     -      2449.257  (meters)    8035.60   (feet)  ADJUSTED  
 PY0906  ___________________________________________________________________
 PY0906  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 PY0906  DYNAMIC HT  -        2447.622 (meters)    8030.24  (feet)  COMP
 PY0906  MODELED GRAV-     979,861.3   (mgal)                       NAVD 88
 PY0906
 PY0906  VERT ORDER  -  FIRST     CLASS II
 PY0906
 PY0906.The horizontal coordinates were scaled from a topographic map and have
 PY0906.an estimated accuracy of +/- 6 seconds.
 PY0906
 PY0906.The orthometric height was determined by differential leveling
 PY0906.and adjusted by the National Geodetic Survey in June 1991..
 PY0906
 PY0906.The geoid height was determined by GEOID03.
 PY0906
 PY0906.The dynamic height is computed by dividing the NAVD 88
 PY0906.geopotential number by the normal gravity value computed on the
 PY0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0906.degrees latitude (g = 980.6199 gals.).
 PY0906
 PY0906.The modeled gravity was interpolated from observed gravity values.
 PY0906
 PY0906;                    North         East    Units  Estimated Accuracy
 PY0906;SPC WYWC     -   458,060.      457,610.      MT  (+/- 180 meters Scaled)
 PY0906
 PY0906                          SUPERSEDED SURVEY CONTROL
 PY0906
 PY0906  NGVD 29 (08/20/92) 2447.858  (m)         8031.01   (f) ADJUSTED    1 2
 PY0906
 PY0906.Superseded values are not recommended for survey control.
 PY0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0906.See file dsdata.txt to determine how the superseded data were derived.
 PY0906
 PY0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ361396(NAD 83)
 PY0906_MARKER: DB = BENCH MARK DISK
 PY0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0906_SP_SET: CONCRETE POST
 PY0906_STAMPING: 8 RDS 1955
 PY0906_MARK LOGO: USGS  
 PY0906_PROJECTION: PROJECTING 3 CENTIMETERS
 PY0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0906+STABILITY: SURFACE MOTION
 PY0906
 PY0906  HISTORY     - Date     Condition        Report By
 PY0906  HISTORY     - 1955     MONUMENTED       USGS
 PY0906  HISTORY     - 1987     GOOD             NGS
 PY0906
 PY0906                          STATION DESCRIPTION
 PY0906
 PY0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0906'19.7 KM (12.25 MI) SW FROM CANYON JUNCTION.
 PY0906'10.9 KM (6.75 MI) SOUTH ALONG THE MAIN ROAD FROM CANYON JUNCTION,
 PY0906'THENCE 9.7 KM (6.05 MI) WESTERLY ALONG TROUT CREEK TRAIL (OLD FIRE
 PY0906'ROAD TO MARY LAKE), SET IN THE TOP OF A 5-INCH CYLINDRICAL CONCRETE
 PY0906'MONUMENT ON TOP OF A PROMINENT KNOLL (OVERLOOKING A SMALL STREAM TO
 PY0906'THE NORTH), 240.0 M (787.4 FT) NORTH-NORTHWEST OF A SADDLE OF A
 PY0906'NORTH-SOUTH RIDGE, 114.0 M (374.0 FT) NORTH OF THE TRAIL CENTER, AND
 PY0906'26.8 M (87.9 FT) SOUTHWEST OF TWO SMALL TREES ALONG THE WEST SLOPE OF
 PY0906'THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0466 ***********************************************************************
 OU0466  DESIGNATION -  8 RGB
 OU0466  PID         -  OU0466
 OU0466  STATE/COUNTY-  WY/WESTON
 OU0466  USGS QUAD   -  LION CREEK (1982)
 OU0466
 OU0466                         *CURRENT SURVEY CONTROL
 OU0466  ___________________________________________________________________
 OU0466* NAD 83(1986)-  43 34 19.     (N)    104 59 03.     (W)     SCALED    
 OU0466* NAVD 88     -      1358.136  (meters)    4455.82   (feet)  POSTED    
 OU0466  ___________________________________________________________________
 OU0466  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 OU0466  DYNAMIC HT  -        1357.450 (meters)    4453.57  (feet)  COMP
 OU0466  MODELED GRAV-     980,067.0   (mgal)                       NAVD 88
 OU0466
 OU0466  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0466
 OU0466.The horizontal coordinates were scaled from a topographic map and have
 OU0466.an estimated accuracy of +/- 6 seconds.
 OU0466
 OU0466.The orthometric height was determined by differential leveling
 OU0466.and adjusted by the National Geodetic Survey in 1992..
 OU0466.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0466.rate of 0.0 thru 1.0 mm/km.
 OU0466
 OU0466.The geoid height was determined by GEOID03.
 OU0466
 OU0466.The dynamic height is computed by dividing the NAVD 88
 OU0466.geopotential number by the normal gravity value computed on the
 OU0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0466.degrees latitude (g = 980.6199 gals.).
 OU0466
 OU0466.The modeled gravity was interpolated from observed gravity values.
 OU0466
 OU0466;                    North         East    Units  Estimated Accuracy
 OU0466;SPC WY E     -   341,210.      214,740.      MT  (+/- 180 meters Scaled)
 OU0466
 OU0466                          SUPERSEDED SURVEY CONTROL
 OU0466
 OU0466.No superseded survey control is available for this station.
 OU0466
 OU0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ012243(NAD 83)
 OU0466_MARKER: DB = BENCH MARK DISK
 OU0466_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0466_SP_SET: COPPER-CLAD STEEL ROD
 OU0466_STAMPING: 8 RGB 1971
 OU0466_MARK LOGO: USGS  
 OU0466_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0466+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0466
 OU0466  HISTORY     - Date     Condition        Report By
 OU0466  HISTORY     - 1971     MONUMENTED       USGS
 OU0466
 OU0466                          STATION DESCRIPTION
 OU0466
 OU0466'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0466'FROM BILL, WYOMING, PROCEED APPOXIMATELY 21 MILES NORTHEAST ALONG
 OU0466'DULL CENTER ROAD, THENCE 6.0 MILES NORTH ALONG ROCHELLE HILLS ROAD,
 OU0466'THENCE 5.9 MILES NORTH AND EAST ALONG KEYTON ROAD TO A T-ROAD
 OU0466'NORTH,THENCE 1.0 MILES NORTH TO A FENCE, 46 FEET EAST OF THE
 OU0466'CENTERLINE OF THE ROAD AT A FENCE, 1 FOOT SOUTH OF THE FENCE AND
 OU0466'WITNESS SIGN, SET IN A COPPER-CLAD STEEL ROD AND FLUSH WITH THE
 OU0466'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0878 ***********************************************************************
 MR0878  DESIGNATION -  8 SC
 MR0878  PID         -  MR0878
 MR0878  STATE/COUNTY-  WY/LINCOLN
 MR0878  USGS QUAD   -  GRAHAM RESERVOIR (1980)
 MR0878
 MR0878                         *CURRENT SURVEY CONTROL
 MR0878  ___________________________________________________________________
 MR0878* NAD 83(1986)-  41 54 30.     (N)    110 15 22.     (W)     SCALED    
 MR0878* NAVD 88     -      2059.035  (meters)    6755.35   (feet)  ADJUSTED  
 MR0878  ___________________________________________________________________
 MR0878  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 MR0878  DYNAMIC HT  -        2057.283 (meters)    6749.60  (feet)  COMP
 MR0878  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 MR0878
 MR0878  VERT ORDER  -  THIRD
 MR0878
 MR0878.The horizontal coordinates were scaled from a topographic map and have
 MR0878.an estimated accuracy of +/- 6 seconds.
 MR0878
 MR0878.The orthometric height was determined by differential leveling
 MR0878.and adjusted by the National Geodetic Survey in December 1993..
 MR0878
 MR0878.The geoid height was determined by GEOID03.
 MR0878
 MR0878.The dynamic height is computed by dividing the NAVD 88
 MR0878.geopotential number by the normal gravity value computed on the
 MR0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0878.degrees latitude (g = 980.6199 gals.).
 MR0878
 MR0878.The modeled gravity was interpolated from observed gravity values.
 MR0878
 MR0878;                    North         East    Units  Estimated Accuracy
 MR0878;SPC WY W     -   256,410.      785,670.      MT  (+/- 180 meters Scaled)
 MR0878
 MR0878                          SUPERSEDED SURVEY CONTROL
 MR0878
 MR0878.No superseded survey control is available for this station.
 MR0878
 MR0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM616398(NAD 83)
 MR0878_MARKER: DB = BENCH MARK DISK
 MR0878_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0878_SP_SET: COPPER-CLAD STEEL ROD
 MR0878_STAMPING: 8 SC 1969
 MR0878_MARK LOGO: USGS  
 MR0878_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0878+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0878
 MR0878  HISTORY     - Date     Condition        Report By
 MR0878  HISTORY     - 1969     MONUMENTED       USGS
 MR0878
 MR0878                          STATION DESCRIPTION
 MR0878
 MR0878'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0878'FROM OPAL, WYOMING RAILROAD STATION, PROCEED 10.9 MILES NORTH ALONG
 MR0878'STATE ROAD 1208, 54 FEET EAST AND PERPENDICULAR TO THE HIGHWAY FROM A
 MR0878'JUNCTION OF A TRACK ROAD EAST WHICH CONNECTS TO ANOTHER TRACK ROAD
 MR0878'NORTHEAST, ENCASED IN AN 8 INCH TILE AND NEAR A STEEL FENCE POST AND
 MR0878'SIGN, SET IN A COPPER-CLAD STEEL ROD DRIVEN 6.0 FEET AND FLUSH WITH
 MR0878'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0498 ***********************************************************************
 OU0498  DESIGNATION -  8 SJS
 OU0498  PID         -  OU0498
 OU0498  STATE/COUNTY-  WY/CONVERSE
 OU0498  USGS QUAD   -  COLTER DRAW (1970)
 OU0498
 OU0498                         *CURRENT SURVEY CONTROL
 OU0498  ___________________________________________________________________
 OU0498* NAD 83(1986)-  43 13 59.     (N)    105 03 38.     (W)     SCALED    
 OU0498* NAVD 88     -      1413.980  (meters)    4639.03   (feet)  ADJUSTED  
 OU0498  ___________________________________________________________________
 OU0498  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 OU0498  DYNAMIC HT  -        1413.213 (meters)    4636.52  (feet)  COMP
 OU0498  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 OU0498
 OU0498  VERT ORDER  -  THIRD
 OU0498
 OU0498.The horizontal coordinates were scaled from a topographic map and have
 OU0498.an estimated accuracy of +/- 6 seconds.
 OU0498
 OU0498.The orthometric height was determined by differential leveling
 OU0498.and adjusted by the National Geodetic Survey in December 1993..
 OU0498
 OU0498.The geoid height was determined by GEOID03.
 OU0498
 OU0498.The dynamic height is computed by dividing the NAVD 88
 OU0498.geopotential number by the normal gravity value computed on the
 OU0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0498.degrees latitude (g = 980.6199 gals.).
 OU0498
 OU0498.The modeled gravity was interpolated from observed gravity values.
 OU0498
 OU0498;                    North         East    Units  Estimated Accuracy
 OU0498;SPC WY E     -   303,550.      208,620.      MT  (+/- 180 meters Scaled)
 OU0498
 OU0498                          SUPERSEDED SURVEY CONTROL
 OU0498
 OU0498.No superseded survey control is available for this station.
 OU0498
 OU0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH950866(NAD 83)
 OU0498_MARKER: DB = BENCH MARK DISK
 OU0498_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0498+WITH SETTING: INFORMATION.
 OU0498_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0498_STAMPING: 8 SJS 1970
 OU0498_MARK LOGO: USGS  
 OU0498_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0498
 OU0498  HISTORY     - Date     Condition        Report By
 OU0498  HISTORY     - 1970     MONUMENTED       USGS
 OU0498
 OU0498                          STATION DESCRIPTION
 OU0498
 OU0498'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0498'FROM BILL, WY, PROCEED 10.7 MILES (17.2 KM) EAST ALONG ROAD TO THE
 OU0498'KETELSEN RANCH, NEAR THE SOUTHWEST CORNER OF S.29, T.38 N., R.68 W.,
 OU0498'APPROXIMATELY 2100 FEET (640.1 M) NORTHWEST ALONG ROAD FROM BOBCAT
 OU0498'DRAW (BOBCAT CREEK), ON TOP OF A HILL, 88 FEET (26.8 M) NORTHEAST OF
 OU0498'THE ROAD, ENCASED BY A 6-INCH WHITE PLASTIC PIPE, PROJECTING 0.4
 OU0498'FOOT, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0345 ***********************************************************************
 NS0345  DESIGNATION -  8 TET
 NS0345  PID         -  NS0345
 NS0345  STATE/COUNTY-  WY/SWEETWATER
 NS0345  USGS QUAD   -  TWELVEMILE KNOLL (1980)
 NS0345
 NS0345                         *CURRENT SURVEY CONTROL
 NS0345  ___________________________________________________________________
 NS0345* NAD 83(1986)-  42 09 22.     (N)    109 42 19.     (W)     SCALED    
 NS0345* NAVD 88     -      2113.475  (meters)    6933.96   (feet)  ADJUSTED  
 NS0345  ___________________________________________________________________
 NS0345  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NS0345  DYNAMIC HT  -        2111.683 (meters)    6928.08  (feet)  COMP
 NS0345  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 NS0345
 NS0345  VERT ORDER  -  THIRD
 NS0345
 NS0345.The horizontal coordinates were scaled from a topographic map and have
 NS0345.an estimated accuracy of +/- 6 seconds.
 NS0345
 NS0345.The orthometric height was determined by differential leveling
 NS0345.and adjusted by the National Geodetic Survey in December 1993..
 NS0345
 NS0345.The geoid height was determined by GEOID03.
 NS0345
 NS0345.The dynamic height is computed by dividing the NAVD 88
 NS0345.geopotential number by the normal gravity value computed on the
 NS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0345.degrees latitude (g = 980.6199 gals.).
 NS0345
 NS0345.The modeled gravity was interpolated from observed gravity values.
 NS0345
 NS0345;                    North         East    Units  Estimated Accuracy
 NS0345;SPC WYWC     -   184,360.      521,050.      MT  (+/- 180 meters Scaled)
 NS0345
 NS0345                          SUPERSEDED SURVEY CONTROL
 NS0345
 NS0345.No superseded survey control is available for this station.
 NS0345
 NS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM069679(NAD 83)
 NS0345_MARKER: DB = BENCH MARK DISK
 NS0345_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0345_SP_SET: COPPER-CLAD STEEL ROD
 NS0345_STAMPING: 8 TET 1968
 NS0345_MARK LOGO: USGS  
 NS0345_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0345+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0345
 NS0345  HISTORY     - Date     Condition        Report By
 NS0345  HISTORY     - 1968     MONUMENTED       USGS
 NS0345
 NS0345                          STATION DESCRIPTION
 NS0345
 NS0345'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0345'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0345'12.8 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD
 NS0345'NUMBER 4242) NEAR THE SOUTHEAST 1/4 CORNER OF SECTION 8/TOWNSHIP 25
 NS0345'NORTH/RANGE 108 WEST, 27 FEET NORTH AND 40 FEET WEST AND ABOUT THE
 NS0345'SAME ELEVATION OF CROSSROADS INTERSECTION, SET IN A COPPER-CLAD STEEL
 NS0345'ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0430 ***********************************************************************
 MO0430  DESIGNATION -  8 WEW
 MO0430  PID         -  MO0430
 MO0430  STATE/COUNTY-  WY/LARAMIE
 MO0430  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0430
 MO0430                         *CURRENT SURVEY CONTROL
 MO0430  ___________________________________________________________________
 MO0430* NAD 83(1986)-  41 38 00.     (N)    105 15 21.     (W)     SCALED    
 MO0430* NAVD 88     -      2157.114  (meters)    7077.13   (feet)  ADJUSTED  
 MO0430  ___________________________________________________________________
 MO0430  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 MO0430  DYNAMIC HT  -        2155.397 (meters)    7071.50  (feet)  COMP
 MO0430  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 MO0430
 MO0430  VERT ORDER  -  SECOND    CLASS 0
 MO0430
 MO0430.The horizontal coordinates were scaled from a topographic map and have
 MO0430.an estimated accuracy of +/- 6 seconds.
 MO0430
 MO0430.The orthometric height was determined by differential leveling
 MO0430.and adjusted by the National Geodetic Survey in June 1991..
 MO0430
 MO0430.The geoid height was determined by GEOID03.
 MO0430
 MO0430.The dynamic height is computed by dividing the NAVD 88
 MO0430.geopotential number by the normal gravity value computed on the
 MO0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0430.degrees latitude (g = 980.6199 gals.).
 MO0430
 MO0430.The modeled gravity was interpolated from observed gravity values.
 MO0430
 MO0430;                    North         East    Units  Estimated Accuracy
 MO0430;SPC WY E     -   125,860.      192,570.      MT  (+/- 180 meters Scaled)
 MO0430
 MO0430                          SUPERSEDED SURVEY CONTROL
 MO0430
 MO0430  NGVD 29 (??/??/92) 2156.164  (m)         7074.01   (f) ADJ UNCH    2 0
 MO0430
 MO0430.Superseded values are not recommended for survey control.
 MO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0430.See file dsdata.txt to determine how the superseded data were derived.
 MO0430
 MO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG786090(NAD 83)
 MO0430_MARKER: DD = SURVEY DISK
 MO0430_SETTING: 66 = SET IN ROCK OUTCROP
 MO0430_SP_SET: 5X10 FT OUTCROP
 MO0430_STAMPING: 8 WEW 1953 7074
 MO0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0430+STABILITY: POSITION/ELEVATION WELL
 MO0430
 MO0430  HISTORY     - Date     Condition        Report By
 MO0430  HISTORY     - 1953     MONUMENTED       USGS
 MO0430  HISTORY     - 1966     GOOD             NGS
 MO0430
 MO0430                          STATION DESCRIPTION
 MO0430
 MO0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0430'7.2 MI NW FROM FARTHING.
 MO0430'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0430'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 5.35 MILES
 MO0430'NORTHWEST ALONG A PRIVATE ROAD, 0.4 MILE NORTHWEST OF A GATE,
 MO0430'0.1 MILE SOUTHEAST OF A GATE, 0.05 MILE NORTHWEST OF THE JUNCTION
 MO0430'OF A DIM TRACK ROAD NORTHEAST, IN THE TOP OF A 5- BY 10-FOOT
 MO0430'OUTCROP PROJECTING ABOUT 2 FEET, 83 FEET NORTHEAST OF THE
 MO0430'CENTER LINE OF THE ROAD, 36.1 FEET NORTHEAST OF A WITNESS POST,
 MO0430'AND ABOUT 11 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0661 ***********************************************************************
 MP0661  DESIGNATION -  8029 VA
 MP0661  PID         -  MP0661
 MP0661  STATE/COUNTY-  WY/CARBON
 MP0661  USGS QUAD   -  POLE GULCH (1961)
 MP0661
 MP0661                         *CURRENT SURVEY CONTROL
 MP0661  ___________________________________________________________________
 MP0661* NAD 83(1993)-  41 27 52.58434(N)    107 25 14.46891(W)     ADJUSTED  
 MP0661* NAVD 88     -      2446.5    (meters)    8027.     (feet)  VERTCON   
 MP0661  ___________________________________________________________________
 MP0661  LAPLACE CORR-          10.65  (seconds)                    DEFLEC99
 MP0661  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 MP0661
 MP0661  HORZ ORDER  -  THIRD
 MP0661  VERT ORDER  -  THIRD ? (See Below)
 MP0661
 MP0661.The horizontal coordinates were established by classical geodetic methods
 MP0661.and adjusted by the National Geodetic Survey in January 1997..
 MP0661
 MP0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0661.The vertical order pertains to the NGVD 29 superseded value.
 MP0661
 MP0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0661
 MP0661.The geoid height was determined by GEOID03.
 MP0661
 MP0661;                    North         East     Units Scale Factor Converg.
 MP0661;SPC WYEC     -   207,120.012   392,702.889   MT  0.99993816   -0 03 28.2
 MP0661;UTM  13      - 4,593,163.489   297,845.378   MT  1.00010295   -1 36 12.3
 MP0661
 MP0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0661!SPC WYEC     -   0.99961847  x   0.99993816  =   0.99955665
 MP0661!UTM  13      -   0.99961847  x   1.00010295  =   0.99972138
 MP0661
 MP0661:                Primary Azimuth Mark                     Grid Az
 MP0661:SPC WYEC     -  MILLER                                   079 56 53.0
 MP0661:UTM  13      -  MILLER                                   081 29 37.1
 MP0661
 MP0661|---------------------------------------------------------------------|
 MP0661| PID    Reference Object                     Distance      Geod. Az  |
 MP0661|                                                           dddmmss.s |
 MP0661| MP0657 MILLER                              APPROX. 8.1 KM 0795324.8 |
 MP0661|---------------------------------------------------------------------|
 MP0661
 MP0661                          SUPERSEDED SURVEY CONTROL
 MP0661
 MP0661  NAD 83(1986)-  41 27 52.57439(N)    107 25 14.45946(W) AD(       ) 3
 MP0661  NAD 27      -  41 27 52.71990(N)    107 25 12.24349(W) AD(       ) 3
 MP0661  NGVD 29 (07/19/86) 2445.2    (m)         8022.     (f) LEVELING    3  
 MP0661
 MP0661.Superseded values are not recommended for survey control.
 MP0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0661.See file dsdata.txt to determine how the superseded data were derived.
 MP0661
 MP0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF9784593163(NAD 83)
 MP0661_MARKER: DD = SURVEY DISK
 MP0661_SETTING: 66 = SET IN ROCK OUTCROP
 MP0661_SP_SET: SET IN ROCK OUTCROP
 MP0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0661+STABILITY: POSITION/ELEVATION WELL
 MP0661
 MP0661  HISTORY     - Date     Condition        Report By
 MP0661  HISTORY     - 1959     MONUMENTED       USGS
 MP0661
 MP0661                          STATION DESCRIPTION
 MP0661
 MP0661'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0661'LOCATED 11.4 MI. NW. OF HEADWATERS OF MCCARTY CANYON, 2.8 MI. NE.
 MP0661'OF EMBERG RANCH HOUSE, NEAR 1/4 CORNER SECS. 4, 9, T 17 N, R 89 W,
 MP0661'390 FT. E. AND 428 FT. S. OF T-JUNCTION WITH DIM RD. S.
 MP0661'
 MP0661'STATION MARK--STANDARD USGS TABLET, CEMENTED IN SOLID ROCK OUTCROP
 MP0661'FLUSH WITH GROUND, STAMPED ---VABM 8029---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0162 ***********************************************************************
 MQ0162  DESIGNATION -  803.55
 MQ0162  PID         -  MQ0162
 MQ0162  STATE/COUNTY-  WY/SWEETWATER
 MQ0162  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0162
 MQ0162                         *CURRENT SURVEY CONTROL
 MQ0162  ___________________________________________________________________
 MQ0162* NAD 83(1986)-  41 34 21.     (N)    109 14 17.     (W)     SCALED    
 MQ0162* NAVD 88     -      1902.491  (meters)    6241.76   (feet)  ADJUSTED  
 MQ0162  ___________________________________________________________________
 MQ0162  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 MQ0162  DYNAMIC HT  -        1900.902 (meters)    6236.54  (feet)  COMP
 MQ0162  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 MQ0162
 MQ0162  VERT ORDER  -  FIRST     CLASS II
 MQ0162
 MQ0162.The horizontal coordinates were scaled from a topographic map and have
 MQ0162.an estimated accuracy of +/- 6 seconds.
 MQ0162
 MQ0162.The orthometric height was determined by differential leveling
 MQ0162.and adjusted by the National Geodetic Survey in June 1991..
 MQ0162
 MQ0162.The geoid height was determined by GEOID03.
 MQ0162
 MQ0162.The dynamic height is computed by dividing the NAVD 88
 MQ0162.geopotential number by the normal gravity value computed on the
 MQ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0162.degrees latitude (g = 980.6199 gals.).
 MQ0162
 MQ0162.The modeled gravity was interpolated from observed gravity values.
 MQ0162
 MQ0162;                    North         East    Units  Estimated Accuracy
 MQ0162;SPC WYWC     -   119,210.      559,300.      MT  (+/- 180 meters Scaled)
 MQ0162
 MQ0162                          SUPERSEDED SURVEY CONTROL
 MQ0162
 MQ0162  NGVD 29 (??/??/92) 1901.21   (m)         6237.6    (f) COMPUTED    1 2
 MQ0162
 MQ0162.Superseded values are not recommended for survey control.
 MQ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0162.See file dsdata.txt to determine how the superseded data were derived.
 MQ0162
 MQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM468038(NAD 83)
 MQ0162_MARKER: Z = SEE DESCRIPTION
 MQ0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0162_SP_SET: ABUTMENT
 MQ0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0162
 MQ0162  HISTORY     - Date     Condition        Report By
 MQ0162  HISTORY     - UNK      MONUMENTED       UPRR
 MQ0162  HISTORY     - 1958     GOOD             NGS
 MQ0162  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0162
 MQ0162                          STATION DESCRIPTION
 MQ0162
 MQ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0162'1.5 MI SW FROM ROCK SPRINGS.
 MQ0162'ABOUT 1.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0162'STATION AT ROCK SPRINGS, THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF
 MQ0162'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE 803.55, 7 FEET
 MQ0162'NORTH OF THE NEAR RAIL, AND ABOUT 2 FEET BELOW THE TRACKS.  NW 1/4
 MQ0162'SEC. 3 TWP 18 N, R 105 W.
 MQ0162
 MQ0162                          STATION RECOVERY (1983)
 MQ0162
 MQ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0162'THERE IS NEW CONCRETE ON THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0068 ***********************************************************************
 PW0068  DESIGNATION -  8043.77
 PW0068  PID         -  PW0068
 PW0068  STATE/COUNTY-  WY/JOHNSON
 PW0068  USGS QUAD   -  CARIBOU CREEK (1993)
 PW0068
 PW0068                         *CURRENT SURVEY CONTROL
 PW0068  ___________________________________________________________________
 PW0068* NAD 83(1986)-  44 14 20.     (N)    106 55 05.     (W)     SCALED    
 PW0068* NAVD 88     -      2456.044  (meters)    8057.87   (feet)  ADJUSTED  
 PW0068  ___________________________________________________________________
 PW0068  GEOID HEIGHT-          -9.86  (meters)                     GEOID03
 PW0068  DYNAMIC HT  -        2454.614 (meters)    8053.18  (feet)  COMP
 PW0068  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 PW0068
 PW0068  VERT ORDER  -  FIRST     CLASS II
 PW0068
 PW0068.The horizontal coordinates were scaled from a topographic map and have
 PW0068.an estimated accuracy of +/- 6 seconds.
 PW0068
 PW0068.The orthometric height was determined by differential leveling
 PW0068.and adjusted by the National Geodetic Survey in June 1991..
 PW0068
 PW0068.The geoid height was determined by GEOID03.
 PW0068
 PW0068.The dynamic height is computed by dividing the NAVD 88
 PW0068.geopotential number by the normal gravity value computed on the
 PW0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0068.degrees latitude (g = 980.6199 gals.).
 PW0068
 PW0068.The modeled gravity was interpolated from observed gravity values.
 PW0068
 PW0068;                    North         East    Units  Estimated Accuracy
 PW0068;SPC WYEC     -   515,380.      433,170.      MT  (+/- 180 meters Scaled)
 PW0068
 PW0068                          SUPERSEDED SURVEY CONTROL
 PW0068
 PW0068  NGVD 29 (??/??/92) 2455.131  (m)         8054.88   (f) ADJ UNCH    1 2
 PW0068
 PW0068.Superseded values are not recommended for survey control.
 PW0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0068.See file dsdata.txt to determine how the superseded data were derived.
 PW0068
 PW0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK468001(NAD 83)
 PW0068_MARKER: DD = SURVEY DISK
 PW0068_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PW0068_STAMPING: 8043.77
 PW0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0068
 PW0068  HISTORY     - Date     Condition        Report By
 PW0068  HISTORY     - UNK      MONUMENTED       BPR
 PW0068  HISTORY     - 1934     GOOD             NGS
 PW0068
 PW0068                          STATION DESCRIPTION
 PW0068
 PW0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0068'22.1 MI SW FROM BUFFALO.
 PW0068'22.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0068'COUNTY, 5.8 MILES NORTH OF CARIBOU CAMP, 0.6 MILE SOUTH OF THE SISTERS
 PW0068'HILL ROAD, 0.4 MILE SOUTH OF LITTLE SOUR DOUGH CREEK, 100 FEET
 PW0068'NORTHEAST OF A STONE CULVERT, 57.5 FEET NORTH OF AN OLD GRAVE
 PW0068'SURROUNDED BY A ROCK WALL, 86.3 FEET EAST OF THE CENTERLINE OF THE
 PW0068'HIGHWAY, IN THE TOP OF A ROCK, AND ABOUT 15 FEET HIGHER THAN THE
 PW0068'HIGHWAY.  A UNITES STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 PW0068'STAMPED 8043.77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0139 ***********************************************************************
 OW0139  DESIGNATION -  8065.75
 OW0139  PID         -  OW0139
 OW0139  STATE/COUNTY-  WY/FREMONT
 OW0139  USGS QUAD   -  KISINGER LAKES (1991)
 OW0139
 OW0139                         *CURRENT SURVEY CONTROL
 OW0139  ___________________________________________________________________
 OW0139* NAD 83(1986)-  43 41 27.     (N)    109 57 36.     (W)     SCALED    
 OW0139* NAVD 88     -      2460.293  (meters)    8071.81   (feet)  ADJUSTED  
 OW0139  ___________________________________________________________________
 OW0139  GEOID HEIGHT-          -7.80  (meters)                     GEOID03
 OW0139  DYNAMIC HT  -        2458.443 (meters)    8065.74  (feet)  COMP
 OW0139  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 OW0139
 OW0139  VERT ORDER  -  SECOND    CLASS 0
 OW0139
 OW0139.The horizontal coordinates were scaled from a topographic map and have
 OW0139.an estimated accuracy of +/- 6 seconds.
 OW0139
 OW0139.The orthometric height was determined by differential leveling
 OW0139.and adjusted by the National Geodetic Survey in June 1991..
 OW0139
 OW0139.The geoid height was determined by GEOID03.
 OW0139
 OW0139.The dynamic height is computed by dividing the NAVD 88
 OW0139.geopotential number by the normal gravity value computed on the
 OW0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0139.degrees latitude (g = 980.6199 gals.).
 OW0139
 OW0139.The modeled gravity was interpolated from observed gravity values.
 OW0139
 OW0139;                    North         East    Units  Estimated Accuracy
 OW0139;SPC WYWC     -   355,110.      502,450.      MT  (+/- 180 meters Scaled)
 OW0139
 OW0139                          SUPERSEDED SURVEY CONTROL
 OW0139
 OW0139  NGVD 29 (??/??/92) 2458.932  (m)         8067.35   (f) ADJ UNCH    2 0
 OW0139
 OW0139.Superseded values are not recommended for survey control.
 OW0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0139.See file dsdata.txt to determine how the superseded data were derived.
 OW0139
 OW0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP838380(NAD 83)
 OW0139_MARKER: DD = SURVEY DISK
 OW0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0139_SP_SET: CULVERT
 OW0139_STAMPING: 8065.75
 OW0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0139
 OW0139  HISTORY     - Date     Condition        Report By
 OW0139  HISTORY     - UNK      MONUMENTED       BPR
 OW0139  HISTORY     - 1934     GOOD             NGS
 OW0139
 OW0139                          STATION DESCRIPTION
 OW0139
 OW0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OW0139'22.1 MI W FROM DUBOIS.
 OW0139'ABOUT 22.1 MILES WEST ALONG U.S. HIGHWAY 287 FROM DUBOIS, FREMONT
 OW0139'COUNTY, ABOUT 11.2 MILES EAST OF TWO-GWO-TEE PASS, ABOUT 6.3 MILES
 OW0139'EAST OF THE DIAMOND G RANCH, ABOUT 1.8 MILES EAST OF THE PINNACLE CAMP
 OW0139'GROUND, IN A WATER SHED, AT A CONCRETE CULVERT, IN THE TOP OF THE
 OW0139'NORTH HEAD WALL, 39.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OW0139'AND ABOUT 14.0 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES BUREAU OF
 OW0139'PUBLIC ROADS STANDARD DISK, STAMPED 8065.75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0061 ***********************************************************************
 MP0061  DESIGNATION -  8074
 MP0061  PID         -  MP0061
 MP0061  STATE/COUNTY-  WY/ALBANY
 MP0061  USGS QUAD   -  CENTENNIAL (1992)
 MP0061
 MP0061                         *CURRENT SURVEY CONTROL
 MP0061  ___________________________________________________________________
 MP0061* NAD 83(1986)-  41 17 55.     (N)    106 08 30.     (W)     SCALED    
 MP0061* NAVD 88     -      2462.790  (meters)    8080.00   (feet)  ADJUSTED  
 MP0061  ___________________________________________________________________
 MP0061  GEOID HEIGHT-         -10.65  (meters)                     GEOID03
 MP0061  DYNAMIC HT  -        2460.457 (meters)    8072.35  (feet)  COMP
 MP0061  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 MP0061
 MP0061  VERT ORDER  -  FIRST     CLASS II
 MP0061
 MP0061.The horizontal coordinates were scaled from a topographic map and have
 MP0061.an estimated accuracy of +/- 6 seconds.
 MP0061
 MP0061.The orthometric height was determined by differential leveling
 MP0061.and adjusted by the National Geodetic Survey in June 1991..
 MP0061
 MP0061.The geoid height was determined by GEOID03.
 MP0061
 MP0061.The dynamic height is computed by dividing the NAVD 88
 MP0061.geopotential number by the normal gravity value computed on the
 MP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0061.degrees latitude (g = 980.6199 gals.).
 MP0061
 MP0061.The modeled gravity was interpolated from observed gravity values.
 MP0061
 MP0061;                    North         East    Units  Estimated Accuracy
 MP0061;SPC WY E     -    89,140.      118,340.      MT  (+/- 180 meters Scaled)
 MP0061
 MP0061                          SUPERSEDED SURVEY CONTROL
 MP0061
 MP0061  NGVD 29 (??/??/92) 2461.548  (m)         8075.93   (f) ADJ UNCH    1 2
 MP0061
 MP0061.Superseded values are not recommended for survey control.
 MP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0061.See file dsdata.txt to determine how the superseded data were derived.
 MP0061
 MP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF044725(NAD 83)
 MP0061_MARKER: P = PIPE CAP
 MP0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0061_STAMPING: 8074 LARAMIE
 MP0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0061
 MP0061  HISTORY     - Date     Condition        Report By
 MP0061  HISTORY     - UNK      MONUMENTED       USGS
 MP0061  HISTORY     - 1956     GOOD             NGS
 MP0061  HISTORY     - 19910705 POOR             NGS
 MP0061
 MP0061                          STATION DESCRIPTION
 MP0061
 MP0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0061'IN CENTENNIAL.
 MP0061'AT CENTENNIAL, 0.2 MILE WEST OF THE UNION PACIFIC RAILROAD STATION,
 MP0061'238.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GRADE SCHOOL
 MP0061'BUILDING, 61 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 130, 3
 MP0061'FEET NORTHWEST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2-INCH
 MP0061'IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, IN SECTION 3,
 MP0061'TOWNSHIP 15 NORTH, RANGE 78 WEST.
 MP0061
 MP0061                          STATION RECOVERY (1991)
 MP0061
 MP0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DW)
 MP0061'POST IS TILTED.  SCHOOL IS CENNTENNIAL VALLEY SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0301 ***********************************************************************
 MP0301  DESIGNATION -  8090.6
 MP0301  PID         -  MP0301
 MP0301  STATE/COUNTY-  WY/CARBON
 MP0301  USGS QUAD   -  COTTONWOOD RIM (1983)
 MP0301
 MP0301                         *CURRENT SURVEY CONTROL
 MP0301  ___________________________________________________________________
 MP0301* NAD 83(1986)-  41 06 03.     (N)    107 14 40.     (W)     SCALED    
 MP0301* NAVD 88     -      2467.134  (meters)    8094.26   (feet)  ADJUSTED  
 MP0301  ___________________________________________________________________
 MP0301  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 MP0301  DYNAMIC HT  -        2464.758 (meters)    8086.46  (feet)  COMP
 MP0301  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 MP0301
 MP0301  VERT ORDER  -  SECOND    CLASS 0
 MP0301
 MP0301.The horizontal coordinates were scaled from a topographic map and have
 MP0301.an estimated accuracy of +/- 6 seconds.
 MP0301
 MP0301.The orthometric height was determined by differential leveling
 MP0301.and adjusted by the National Geodetic Survey in June 1991..
 MP0301
 MP0301.The geoid height was determined by GEOID03.
 MP0301
 MP0301.The dynamic height is computed by dividing the NAVD 88
 MP0301.geopotential number by the normal gravity value computed on the
 MP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0301.degrees latitude (g = 980.6199 gals.).
 MP0301
 MP0301.The modeled gravity was interpolated from observed gravity values.
 MP0301
 MP0301;                    North         East    Units  Estimated Accuracy
 MP0301;SPC WYEC     -   166,720.      407,470.      MT  (+/- 180 meters Scaled)
 MP0301
 MP0301                          SUPERSEDED SURVEY CONTROL
 MP0301
 MP0301  NGVD 29 (??/??/92) 2465.834  (m)         8089.99   (f) ADJ UNCH    2 0
 MP0301
 MP0301.Superseded values are not recommended for survey control.
 MP0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0301.See file dsdata.txt to determine how the superseded data were derived.
 MP0301
 MP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF115523(NAD 83)
 MP0301_MARKER: N = NAIL
 MP0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0301_SP_SET: TREE ROOT
 MP0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0301
 MP0301  HISTORY     - Date     Condition        Report By
 MP0301  HISTORY     - UNK      MONUMENTED       USGS
 MP0301  HISTORY     - 1934     GOOD             NGS
 MP0301
 MP0301                          STATION DESCRIPTION
 MP0301
 MP0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0301'12.4 MI E FROM SLATER, CO.
 MP0301'IN CARBON COUNTY, WYOMING, 12.4 MILES EAST ALONG THE ENCAMPMENT FROM
 MP0301'SLATER, MOFFAT COUNTY, COLORADO, IN THE SOUTHEAST QUARTER OF SECTION
 MP0301'12, T 13 N, R 88 W, AT THE FOOT OF A LONG GRADE RISING EAST, 42 FEET
 MP0301'SOUTH OF THE CENTERLINE OF THE ROAD, AND IN THE ROOT OF A 24-INCH FIR
 MP0301'TREE.  A U. S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0170 ***********************************************************************
 MQ0170  DESIGNATION -  809.32
 MQ0170  PID         -  MQ0170
 MQ0170  STATE/COUNTY-  WY/SWEETWATER
 MQ0170  USGS QUAD   -  KANDA (1978)
 MQ0170
 MQ0170                         *CURRENT SURVEY CONTROL
 MQ0170  ___________________________________________________________________
 MQ0170* NAD 83(1986)-  41 32 33.     (N)    109 20 29.     (W)     SCALED    
 MQ0170* NAVD 88     -      1893.011  (meters)    6210.65   (feet)  ADJUSTED  
 MQ0170  ___________________________________________________________________
 MQ0170  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MQ0170  DYNAMIC HT  -        1891.387 (meters)    6205.33  (feet)  COMP
 MQ0170  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 MQ0170
 MQ0170  VERT ORDER  -  FIRST     CLASS II
 MQ0170
 MQ0170.The horizontal coordinates were scaled from a topographic map and have
 MQ0170.an estimated accuracy of +/- 6 seconds.
 MQ0170
 MQ0170.The orthometric height was determined by differential leveling
 MQ0170.and adjusted by the National Geodetic Survey in June 1991..
 MQ0170
 MQ0170.The geoid height was determined by GEOID03.
 MQ0170
 MQ0170.The dynamic height is computed by dividing the NAVD 88
 MQ0170.geopotential number by the normal gravity value computed on the
 MQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0170.degrees latitude (g = 980.6199 gals.).
 MQ0170
 MQ0170.The modeled gravity was interpolated from observed gravity values.
 MQ0170
 MQ0170;                    North         East    Units  Estimated Accuracy
 MQ0170;SPC WYWC     -   115,940.      550,660.      MT  (+/- 180 meters Scaled)
 MQ0170
 MQ0170                          SUPERSEDED SURVEY CONTROL
 MQ0170
 MQ0170  NGVD 29 (??/??/92) 1891.702  (m)         6206.36   (f) ADJ UNCH    1 2
 MQ0170
 MQ0170.Superseded values are not recommended for survey control.
 MQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0170.See file dsdata.txt to determine how the superseded data were derived.
 MQ0170
 MQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM383003(NAD 83)
 MQ0170_MARKER: Q = CHISELED SQUARE
 MQ0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0170_SP_SET: CULVERT
 MQ0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0170
 MQ0170  HISTORY     - Date     Condition        Report By
 MQ0170  HISTORY     - UNK      MONUMENTED       UPRR
 MQ0170  HISTORY     - 1958     GOOD             NGS
 MQ0170  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0170
 MQ0170                          STATION DESCRIPTION
 MQ0170
 MQ0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0170'7.3 MI SW FROM ROCK SPRINGS.
 MQ0170'ABOUT 7.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0170'STATION AT ROCK SPRINGS, 11 TELEPHONE POLES SOUTHWEST OF MILE POST
 MQ0170'809, 7 1/2 RAILS SOUTHWEST OF THE KANDA STATION SIGN, 9 1/2 FEET
 MQ0170'NORTHWEST OF THE NEAR RAIL, A CHISELED SQUARE IN THE TOP AND CENTER OF
 MQ0170'THE NORTHWEST STONE HEADWALL OF CULVERT NUMBER 809.32, AND ABOUT 3
 MQ0170'FEET BELOW THE TRACKS.
 MQ0170
 MQ0170                          STATION RECOVERY (1983)
 MQ0170
 MQ0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0699 ***********************************************************************
 MO0699  DESIGNATION -  81
 MO0699  PID         -  MO0699
 MO0699  STATE/COUNTY-  WY/ALBANY
 MO0699  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO0699
 MO0699                         *CURRENT SURVEY CONTROL
 MO0699  ___________________________________________________________________
 MO0699* NAD 83(1986)-  41 38 03.     (N)    105 45 51.     (W)     SCALED    
 MO0699* NAVD 88     -      2155.447  (meters)    7071.66   (feet)  ADJUSTED  
 MO0699  ___________________________________________________________________
 MO0699  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 MO0699  DYNAMIC HT  -        2153.620 (meters)    7065.67  (feet)  COMP
 MO0699  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 MO0699
 MO0699  VERT ORDER  -  FIRST     CLASS II
 MO0699
 MO0699.The horizontal coordinates were scaled from a topographic map and have
 MO0699.an estimated accuracy of +/- 6 seconds.
 MO0699
 MO0699.The orthometric height was determined by differential leveling
 MO0699.and adjusted by the National Geodetic Survey in June 1991..
 MO0699
 MO0699.The geoid height was determined by GEOID03.
 MO0699
 MO0699.The dynamic height is computed by dividing the NAVD 88
 MO0699.geopotential number by the normal gravity value computed on the
 MO0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0699.degrees latitude (g = 980.6199 gals.).
 MO0699
 MO0699.The modeled gravity was interpolated from observed gravity values.
 MO0699
 MO0699;                    North         East    Units  Estimated Accuracy
 MO0699;SPC WY E     -   126,120.      150,220.      MT  (+/- 180 meters Scaled)
 MO0699
 MO0699                          SUPERSEDED SURVEY CONTROL
 MO0699
 MO0699  NGVD 29 (??/??/92) 2154.38   (m)         7068.2    (f) COMPUTED    1 2
 MO0699
 MO0699.Superseded values are not recommended for survey control.
 MO0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0699.See file dsdata.txt to determine how the superseded data were derived.
 MO0699
 MO0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG363094(NAD 83)
 MO0699_MARKER: DB = BENCH MARK DISK
 MO0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0699_STAMPING: 81
 MO0699_MARK LOGO: WYGS  
 MO0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0699+STABILITY: SURFACE MOTION
 MO0699
 MO0699  HISTORY     - Date     Condition        Report By
 MO0699  HISTORY     - UNK      MONUMENTED       WYGS
 MO0699  HISTORY     - 1947     GOOD             NGS
 MO0699  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0699  HISTORY     - 19990823 GOOD             WYDT
 MO0699
 MO0699                          STATION DESCRIPTION
 MO0699
 MO0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0699'2.9 MI SE FROM LOOKOUT.
 MO0699'2.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0699'STATION AT LOOKOUT, APPROXIMATELY 423 YARDS NORTHEAST OF THE
 MO0699'NORTHEAST RAIL OF THE NORTHEAST TRACK AND DIRECTLY NORTHEAST
 MO0699'OF RAILWAY SIGNAL 5909, APPROXIMATELY 279.0 YARDS NORTHEAST
 MO0699'OF THE CENTER LINE OF U.S. HIGHWAY 30, APPROXIMATELY 20 YARDS
 MO0699'NORTH OF THE SOUTH EDGE OF AN EAST-WEST RIDGE THAT IS DIRECTLY
 MO0699'NORTHEAST OF COOPER LAKE (RAILWAY SIDING), ON TOP OF THE RIDGE,
 MO0699'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE
 MO0699'THE GROUND.
 MO0699
 MO0699                          STATION RECOVERY (1983)
 MO0699
 MO0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0699'MARK NOT FOUND.
 MO0699
 MO0699                          STATION RECOVERY (1999)
 MO0699
 MO0699'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0699'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0699'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0071 ***********************************************************************
 MP0071  DESIGNATION -  8109
 MP0071  PID         -  MP0071
 MP0071  STATE/COUNTY-  WY/ALBANY
 MP0071  USGS QUAD   -  LAKE OWEN (1992)
 MP0071
 MP0071                         *CURRENT SURVEY CONTROL
 MP0071  ___________________________________________________________________
 MP0071* NAD 83(1986)-  41 11 18.     (N)    106 07 11.     (W)     SCALED    
 MP0071* NAVD 88     -      2472.617  (meters)    8112.24   (feet)  ADJUSTED  
 MP0071  ___________________________________________________________________
 MP0071  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 MP0071  DYNAMIC HT  -        2470.223 (meters)    8104.39  (feet)  COMP
 MP0071  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 MP0071
 MP0071  VERT ORDER  -  FIRST     CLASS II
 MP0071
 MP0071.The horizontal coordinates were scaled from a topographic map and have
 MP0071.an estimated accuracy of +/- 6 seconds.
 MP0071
 MP0071.The orthometric height was determined by differential leveling
 MP0071.and adjusted by the National Geodetic Survey in June 1991..
 MP0071.WARNING-Repeat measurements at this control monument indicate possible
 MP0071.vertical movement.
 MP0071
 MP0071.The geoid height was determined by GEOID03.
 MP0071
 MP0071.The dynamic height is computed by dividing the NAVD 88
 MP0071.geopotential number by the normal gravity value computed on the
 MP0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0071.degrees latitude (g = 980.6199 gals.).
 MP0071
 MP0071.The modeled gravity was interpolated from observed gravity values.
 MP0071
 MP0071;                    North         East    Units  Estimated Accuracy
 MP0071;SPC WY E     -    76,870.      120,050.      MT  (+/- 180 meters Scaled)
 MP0071
 MP0071                          SUPERSEDED SURVEY CONTROL
 MP0071
 MP0071  NGVD 29 (??/??/92) 2471.341  (m)         8108.06   (f) ADJ UNCH    1 2
 MP0071
 MP0071.Superseded values are not recommended for survey control.
 MP0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0071.See file dsdata.txt to determine how the superseded data were derived.
 MP0071
 MP0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF060602(NAD 83)
 MP0071_MARKER: P = PIPE CAP
 MP0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0071_STAMPING: 8106 LARAMIE
 MP0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0071
 MP0071  HISTORY     - Date     Condition        Report By
 MP0071  HISTORY     - UNK      MONUMENTED       USGS
 MP0071  HISTORY     - 1956     GOOD             NGS
 MP0071
 MP0071                          STATION DESCRIPTION
 MP0071
 MP0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0071'0.8 MI N FROM ALBANY.
 MP0071'0.8 MILE NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0071'FROM THE STATION AT ALBANY, 118 FEET NORTH OF THE NORTHEAST CORNER OF
 MP0071'A RANCH HOUSE, 98.7 FEET NORTHWEST OF BENCH MARK X 65, 57 FEET SOUTH
 MP0071'OF THE CENTER LINE OF A ROAD, 42 FEET NORTH OF THE NORTH RAIL OF THE
 MP0071'MAIN TRACK, 2.2 FEET SOUTHEAST OF A WITNESS POST, RIVETED ON THE TOP
 MP0071'OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, IN
 MP0071'SECTION 14, TOWNSHIP 14 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0177 ***********************************************************************
 MQ0177  DESIGNATION -  812.76
 MQ0177  PID         -  MQ0177
 MQ0177  STATE/COUNTY-  WY/SWEETWATER
 MQ0177  USGS QUAD   -  GREEN RIVER (1980)
 MQ0177
 MQ0177                         *CURRENT SURVEY CONTROL
 MQ0177  ___________________________________________________________________
 MQ0177* NAD 83(1986)-  41 31 40.     (N)    109 23 30.     (W)     SCALED    
 MQ0177* NAVD 88     -      1876.897  (meters)    6157.79   (feet)  ADJUSTED  
 MQ0177  ___________________________________________________________________
 MQ0177  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 MQ0177  DYNAMIC HT  -        1875.275 (meters)    6152.46  (feet)  COMP
 MQ0177  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 MQ0177
 MQ0177  VERT ORDER  -  FIRST     CLASS II
 MQ0177
 MQ0177.The horizontal coordinates were scaled from a topographic map and have
 MQ0177.an estimated accuracy of +/- 6 seconds.
 MQ0177
 MQ0177.The orthometric height was determined by differential leveling
 MQ0177.and adjusted by the National Geodetic Survey in June 1991..
 MQ0177.WARNING-Repeat measurements at this control monument indicate possible
 MQ0177.vertical movement.
 MQ0177
 MQ0177.The geoid height was determined by GEOID03.
 MQ0177
 MQ0177.The dynamic height is computed by dividing the NAVD 88
 MQ0177.geopotential number by the normal gravity value computed on the
 MQ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0177.degrees latitude (g = 980.6199 gals.).
 MQ0177
 MQ0177.The modeled gravity was interpolated from observed gravity values.
 MQ0177
 MQ0177;                    North         East    Units  Estimated Accuracy
 MQ0177;SPC WYWC     -   114,330.      546,450.      MT  (+/- 180 meters Scaled)
 MQ0177
 MQ0177                          SUPERSEDED SURVEY CONTROL
 MQ0177
 MQ0177  NGVD 29 (??/??/92) 1875.59   (m)         6153.5    (f) COMPUTED    1 2
 MQ0177
 MQ0177.Superseded values are not recommended for survey control.
 MQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0177.See file dsdata.txt to determine how the superseded data were derived.
 MQ0177
 MQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL341985(NAD 83)
 MQ0177_MARKER: Q = CHISELED SQUARE
 MQ0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0177_SP_SET: ABUTMENT
 MQ0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0177
 MQ0177  HISTORY     - Date     Condition        Report By
 MQ0177  HISTORY     - UNK      MONUMENTED       UPRR
 MQ0177  HISTORY     - 1958     GOOD             NGS
 MQ0177  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0177
 MQ0177                          STATION DESCRIPTION
 MQ0177
 MQ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0177'4.3 MI NE FROM GREEN RIVER.
 MQ0177'ABOUT 4.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0177'STATION AT GREEN RIVER, IN THE TOP OF THE NORTHWEST END OF THE
 MQ0177'NORTHEAST CONCRETE ABUTMENT OF BRIDGE 812.76, 7 FEET NORTHWEST OF THE
 MQ0177'NORTHWEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 MQ0177
 MQ0177                          STATION RECOVERY (1983)
 MQ0177
 MQ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0145 ***********************************************************************
 MP0145  DESIGNATION -  8133.90
 MP0145  PID         -  MP0145
 MP0145  STATE/COUNTY-  WY/CARBON
 MP0145  USGS QUAD   -  ENCAMPMENT (1983)
 MP0145
 MP0145                         *CURRENT SURVEY CONTROL
 MP0145  ___________________________________________________________________
 MP0145* NAD 83(1986)-  41 11 06.     (N)    106 51 34.     (W)     SCALED    
 MP0145* NAVD 88     -      2481.008  (meters)    8139.77   (feet)  ADJUSTED  
 MP0145  ___________________________________________________________________
 MP0145  GEOID HEIGHT-         -11.28  (meters)                     GEOID03
 MP0145  DYNAMIC HT  -        2478.612 (meters)    8131.91  (feet)  COMP
 MP0145  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 MP0145
 MP0145  VERT ORDER  -  SECOND    CLASS 0
 MP0145
 MP0145.The horizontal coordinates were scaled from a topographic map and have
 MP0145.an estimated accuracy of +/- 6 seconds.
 MP0145
 MP0145.The orthometric height was determined by differential leveling
 MP0145.and adjusted by the National Geodetic Survey in June 1991..
 MP0145
 MP0145.The geoid height was determined by GEOID03.
 MP0145
 MP0145.The dynamic height is computed by dividing the NAVD 88
 MP0145.geopotential number by the normal gravity value computed on the
 MP0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0145.degrees latitude (g = 980.6199 gals.).
 MP0145
 MP0145.The modeled gravity was interpolated from observed gravity values.
 MP0145
 MP0145;                    North         East    Units  Estimated Accuracy
 MP0145;SPC WYEC     -   176,170.      439,760.      MT  (+/- 180 meters Scaled)
 MP0145
 MP0145                          SUPERSEDED SURVEY CONTROL
 MP0145
 MP0145  NGVD 29 (??/??/92) 2479.688  (m)         8135.44   (f) ADJ UNCH    2 0
 MP0145
 MP0145.Superseded values are not recommended for survey control.
 MP0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0145.See file dsdata.txt to determine how the superseded data were derived.
 MP0145
 MP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF440609(NAD 83)
 MP0145_MARKER: DD = SURVEY DISK
 MP0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0145_SP_SET: CULVERT
 MP0145_STAMPING: 8133.90 1928
 MP0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0145
 MP0145  HISTORY     - Date     Condition        Report By
 MP0145  HISTORY     - 1928     MONUMENTED       BPR
 MP0145
 MP0145                          STATION DESCRIPTION
 MP0145
 MP0145'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 MP0145'4.5 MI W FROM ENCAMPMENT.
 MP0145'4.5 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 100 FEET
 MP0145'SOUTHWEST OF THE JUNCTION OF AN OLD ROAD, AT A CULVERT, IN THE TOP OF
 MP0145'A CONCRETE HEADWALL, AND 10 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MP0145'ROAD.  A U.S. BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 8133.90
 MP0145'1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0180 ***********************************************************************
 MQ0180  DESIGNATION -  814.83
 MQ0180  PID         -  MQ0180
 MQ0180  STATE/COUNTY-  WY/SWEETWATER
 MQ0180  USGS QUAD   -  GREEN RIVER (1980)
 MQ0180
 MQ0180                         *CURRENT SURVEY CONTROL
 MQ0180  ___________________________________________________________________
 MQ0180* NAD 83(1986)-  41 31 13.     (N)    109 25 41.     (W)     SCALED    
 MQ0180* NAVD 88     -      1861.334  (meters)    6106.73   (feet)  ADJUSTED  
 MQ0180  ___________________________________________________________________
 MQ0180  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 MQ0180  DYNAMIC HT  -        1859.727 (meters)    6101.45  (feet)  COMP
 MQ0180  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 MQ0180
 MQ0180  VERT ORDER  -  FIRST     CLASS II
 MQ0180
 MQ0180.The horizontal coordinates were scaled from a topographic map and have
 MQ0180.an estimated accuracy of +/- 6 seconds.
 MQ0180
 MQ0180.The orthometric height was determined by differential leveling
 MQ0180.and adjusted by the National Geodetic Survey in June 1991..
 MQ0180
 MQ0180.The geoid height was determined by GEOID03.
 MQ0180
 MQ0180.The dynamic height is computed by dividing the NAVD 88
 MQ0180.geopotential number by the normal gravity value computed on the
 MQ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0180.degrees latitude (g = 980.6199 gals.).
 MQ0180
 MQ0180.The modeled gravity was interpolated from observed gravity values.
 MQ0180
 MQ0180;                    North         East    Units  Estimated Accuracy
 MQ0180;SPC WYWC     -   113,520.      543,410.      MT  (+/- 180 meters Scaled)
 MQ0180
 MQ0180                          SUPERSEDED SURVEY CONTROL
 MQ0180
 MQ0180  NGVD 29 (??/??/92) 1860.03   (m)         6102.4    (f) COMPUTED    1 2
 MQ0180
 MQ0180.Superseded values are not recommended for survey control.
 MQ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0180.See file dsdata.txt to determine how the superseded data were derived.
 MQ0180
 MQ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL311977(NAD 83)
 MQ0180_MARKER: Q = CHISELED SQUARE
 MQ0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0180_SP_SET: ABUTMENT
 MQ0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0180
 MQ0180  HISTORY     - Date     Condition        Report By
 MQ0180  HISTORY     - UNK      MONUMENTED       UPRR
 MQ0180  HISTORY     - 1958     GOOD             NGS
 MQ0180  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0180
 MQ0180                          STATION DESCRIPTION
 MQ0180
 MQ0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0180'2.2 MI NE FROM GREEN RIVER.
 MQ0180'ABOUT 2.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0180'STATION AT GREEN RIVER, A CHISELED SQUARE IN THE TOP OF THE WEST
 MQ0180'CORNER OF THE CONCRETE ABUTMENT AT THE NORTHEAST END OF BRIDGE 814.83,
 MQ0180'10 1/2 FEET NORTHWEST OF THE NEAR RAIL, AND ABOUT 1 1/2 FEET BELOW THE
 MQ0180'TRACKS.
 MQ0180
 MQ0180                          STATION RECOVERY (1983)
 MQ0180
 MQ0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0037 ***********************************************************************
 NS0037  DESIGNATION -  8162
 NS0037  PID         -  NS0037
 NS0037  STATE/COUNTY-  WY/FREMONT
 NS0037  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0037
 NS0037                         *CURRENT SURVEY CONTROL
 NS0037  ___________________________________________________________________
 NS0037* NAD 83(1986)-  42 29 07.     (N)    108 46 02.     (W)     SCALED    
 NS0037* NAVD 88     -      2491.896  (meters)    8175.50   (feet)  ADJUSTED  
 NS0037  ___________________________________________________________________
 NS0037  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 NS0037  DYNAMIC HT  -        2489.876 (meters)    8168.87  (feet)  COMP
 NS0037  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 NS0037
 NS0037  VERT ORDER  -  FIRST     CLASS II
 NS0037
 NS0037.The horizontal coordinates were scaled from a topographic map and have
 NS0037.an estimated accuracy of +/- 6 seconds.
 NS0037
 NS0037.The orthometric height was determined by differential leveling
 NS0037.and adjusted by the National Geodetic Survey in June 1991..
 NS0037
 NS0037.The geoid height was determined by GEOID03.
 NS0037
 NS0037.The dynamic height is computed by dividing the NAVD 88
 NS0037.geopotential number by the normal gravity value computed on the
 NS0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0037.degrees latitude (g = 980.6199 gals.).
 NS0037
 NS0037.The modeled gravity was interpolated from observed gravity values.
 NS0037
 NS0037;                    North         East    Units  Estimated Accuracy
 NS0037;SPC WYWC     -   220,480.      598,580.      MT  (+/- 180 meters Scaled)
 NS0037
 NS0037                          SUPERSEDED SURVEY CONTROL
 NS0037
 NS0037  NGVD 29 (??/??/92) 2490.683  (m)         8171.52   (f) ADJ UNCH    1 2
 NS0037
 NS0037.Superseded values are not recommended for survey control.
 NS0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0037.See file dsdata.txt to determine how the superseded data were derived.
 NS0037
 NS0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN835060(NAD 83)
 NS0037_MARKER: DD = SURVEY DISK
 NS0037_SETTING: 66 = SET IN ROCK OUTCROP
 NS0037_SP_SET: ROCK OUTCROP
 NS0037_STAMPING: 8162 RL
 NS0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0037+STABILITY: POSITION/ELEVATION WELL
 NS0037
 NS0037  HISTORY     - Date     Condition        Report By
 NS0037  HISTORY     - UNK      MONUMENTED       USGS
 NS0037  HISTORY     - 1940     GOOD             NGS
 NS0037
 NS0037                          STATION DESCRIPTION
 NS0037
 NS0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NS0037'2.3 MI SW FROM ATLANTIC CITY.
 NS0037'2.3 MILES SOUTHWEST ALONG THE ROAD TO SOUTH PASS CITY FROM ATLANTIC
 NS0037'CITY, FREMONT COUNTY, ON THE DIVIDE BETWEEN ROCK AND WILLOW CREEKS,
 NS0037'220 FEET NORTHEAST OF A ROAD INTERSECTION, 150 FEET NORTHWEST OF A
 NS0037'CABIN, 100 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND IN THE TOP
 NS0037'OF A ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 NS0037'STAMPED 8162 RL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0522 ***********************************************************************
 MP0522  DESIGNATION -  8170
 MP0522  PID         -  MP0522
 MP0522  STATE/COUNTY-  WY/ALBANY
 MP0522  USGS QUAD   -  STROUSS HILL (1992)
 MP0522
 MP0522                         *CURRENT SURVEY CONTROL
 MP0522  ___________________________________________________________________
 MP0522* NAD 83(1993)-  41 28 57.85555(N)    106 03 09.89464(W)     ADJUSTED  
 MP0522* NAVD 88     -      2488.     (meters)    8163.     (feet)  SCALED    
 MP0522  ___________________________________________________________________
 MP0522  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 MP0522  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 MP0522
 MP0522  HORZ ORDER  -  SECOND
 MP0522
 MP0522.The horizontal coordinates were established by classical geodetic methods
 MP0522.and adjusted by the National Geodetic Survey in January 1997..
 MP0522
 MP0522.The orthometric height was scaled from a topographic map.
 MP0522
 MP0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0522
 MP0522.The geoid height was determined by GEOID03.
 MP0522
 MP0522;                    North         East     Units Scale Factor Converg.
 MP0522;SPC WY E     -   109,508.917   126,000.175   MT  1.00000487   -0 35 13.1
 MP0522;SPC WYEC     -   209,921.608   506,946.739   MT  1.00007821   +0 50 54.0
 MP0522;UTM  13      - 4,592,882.647   412,110.748   MT  0.99969506   -0 41 50.6
 MP0522
 MP0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0522!SPC WY E     -   0.99961166  x   1.00000487  =   0.99961653
 MP0522!SPC WYEC     -   0.99961166  x   1.00007821  =   0.99968984
 MP0522!UTM  13      -   0.99961166  x   0.99969506  =   0.99930684
 MP0522
 MP0522                          SUPERSEDED SURVEY CONTROL
 MP0522
 MP0522  NAD 83(1986)-  41 28 57.84315(N)    106 03 09.89180(W) AD(       ) 2
 MP0522  NAD 27      -  41 28 57.95100(N)    106 03 07.86700(W) AD(       ) 2
 MP0522
 MP0522.Superseded values are not recommended for survey control.
 MP0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0522.See file dsdata.txt to determine how the superseded data were derived.
 MP0522
 MP0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1211192883(NAD 83)
 MP0522_MARKER: DD = SURVEY DISK
 MP0522_SETTING: 80 = SET IN A BOULDER
 MP0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0522+STABILITY: SURFACE MOTION
 MP0522
 MP0522  HISTORY     - Date     Condition        Report By
 MP0522  HISTORY     - 1905     MONUMENTED       USGS
 MP0522  HISTORY     - 1948     GOOD             USGS
 MP0522  HISTORY     - 1974     GOOD             DMA
 MP0522
 MP0522                          STATION DESCRIPTION
 MP0522
 MP0522'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MP0522'STATION STROUSS IS LOCATED ABOUT 27 MILES AIR LINE WEST OF LARAMIE
 MP0522'AND ABOUT 19 MILES AIR LINE SOUTH OF ROCK SPRINGS, ON A
 MP0522'BRUSH-COVERED RIDGE THAT IS KNOWN LOCALLY AS STROUSS HILL.
 MP0522'
 MP0522'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MP0522'SET IN A BOULDER THAT PROJECTS 4 INCHES AND IS SET ON TOP
 MP0522'OF THE RIDGE ABOUT 8.5 FEET HIGHER THAN STATION STROUSS.
 MP0522'IT IS STAMPED, 8170 7-11 05.
 MP0522
 MP0522                          STATION RECOVERY (1974)
 MP0522
 MP0522'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 MP0522'STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0303 ***********************************************************************
 MP0303  DESIGNATION -  8197
 MP0303  PID         -  MP0303
 MP0303  STATE/COUNTY-  WY/CARBON
 MP0303  USGS QUAD   -  COTTONWOOD RIM (1983)
 MP0303
 MP0303                         *CURRENT SURVEY CONTROL
 MP0303  ___________________________________________________________________
 MP0303* NAD 83(1986)-  41 06 31.     (N)    107 10 07.     (W)     SCALED    
 MP0303* NAVD 88     -      2499.55   (+/-2cm)    8200.6    (feet)  VERTCON   
 MP0303  ___________________________________________________________________
 MP0303  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 MP0303
 MP0303  VERT ORDER  -  ? (See Below)
 MP0303
 MP0303.The horizontal coordinates were scaled from a topographic map and have
 MP0303.an estimated accuracy of +/- 6 seconds.
 MP0303
 MP0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0303.The vertical order pertains to the NGVD 29 superseded value.
 MP0303
 MP0303.The geoid height was determined by GEOID03.
 MP0303
 MP0303;                    North         East    Units  Estimated Accuracy
 MP0303;SPC WYEC     -   167,600.      413,840.      MT  (+/- 180 meters Scaled)
 MP0303
 MP0303                          SUPERSEDED SURVEY CONTROL
 MP0303
 MP0303  NGVD 29 (??/??/92) 2498.275  (m)         8196.42   (f) ADJ UNCH    ?  
 MP0303
 MP0303.Superseded values are not recommended for survey control.
 MP0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0303.See file dsdata.txt to determine how the superseded data were derived.
 MP0303
 MP0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF179530(NAD 83)
 MP0303_MARKER: N = NAIL
 MP0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0303_SP_SET: TREE BASE
 MP0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0303
 MP0303  HISTORY     - Date     Condition        Report By
 MP0303  HISTORY     - UNK      MONUMENTED       USGS
 MP0303  HISTORY     - 1934     GOOD             NGS
 MP0303
 MP0303                          STATION DESCRIPTION
 MP0303
 MP0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0303'16.8 MI E FROM SLATER, CO.
 MP0303'IN CARBON COUNTY, WYOMING, 16.8 MILES EAST ALONG THE ENCAMPMENT ROAD
 MP0303'FROM SLATER, MOFFAT COUNTY, COLORADO, 0.1 MILE SOUTHEAST OF THE
 MP0303'SANDSTONE RANGER STATION, IN THE SOUTHWEST QUARTER OF SECTION 10, T 13
 MP0303'N, R 87 W, 250 FEET EAST OF A T-ROAD LEADING NORTH, 31 FEET NORTH OF
 MP0303'THE CENTERLINE OF THE ROAD, AND IN THE BASE OF A 12-INCH PINE TREE. A
 MP0303'U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0697 ***********************************************************************
 MO0697  DESIGNATION -  82
 MO0697  PID         -  MO0697
 MO0697  STATE/COUNTY-  WY/ALBANY
 MO0697  USGS QUAD   -  BOSLER (1981)
 MO0697
 MO0697                         *CURRENT SURVEY CONTROL
 MO0697  ___________________________________________________________________
 MO0697* NAD 83(1986)-  41 36 48.     (N)    105 44 26.     (W)     SCALED    
 MO0697* NAVD 88     -      2146.023  (meters)    7040.74   (feet)  ADJUSTED  
 MO0697  ___________________________________________________________________
 MO0697  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 MO0697  DYNAMIC HT  -        2144.202 (meters)    7034.77  (feet)  COMP
 MO0697  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 MO0697
 MO0697  VERT ORDER  -  FIRST     CLASS II
 MO0697
 MO0697.The horizontal coordinates were scaled from a topographic map and have
 MO0697.an estimated accuracy of +/- 6 seconds.
 MO0697
 MO0697.The orthometric height was determined by differential leveling
 MO0697.and adjusted by the National Geodetic Survey in June 1991..
 MO0697.WARNING-Repeat measurements at this control monument indicate possible
 MO0697.vertical movement.
 MO0697
 MO0697.The geoid height was determined by GEOID03.
 MO0697
 MO0697.The dynamic height is computed by dividing the NAVD 88
 MO0697.geopotential number by the normal gravity value computed on the
 MO0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0697.degrees latitude (g = 980.6199 gals.).
 MO0697
 MO0697.The modeled gravity was interpolated from observed gravity values.
 MO0697
 MO0697;                    North         East    Units  Estimated Accuracy
 MO0697;SPC WY E     -   123,790.      152,170.      MT  (+/- 180 meters Scaled)
 MO0697
 MO0697                          SUPERSEDED SURVEY CONTROL
 MO0697
 MO0697  NGVD 29 (06/08/92) 2144.953  (m)         7037.23   (f) ADJUSTED    1 2
 MO0697
 MO0697.Superseded values are not recommended for survey control.
 MO0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0697.See file dsdata.txt to determine how the superseded data were derived.
 MO0697
 MO0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG382071(NAD 83)
 MO0697_MARKER: DB = BENCH MARK DISK
 MO0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0697_STAMPING: 82
 MO0697_MARK LOGO: CGS+SS
 MO0697_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0697+STABILITY: SURFACE MOTION
 MO0697
 MO0697  HISTORY     - Date     Condition        Report By
 MO0697  HISTORY     - UNK      MONUMENTED       WYGS
 MO0697  HISTORY     - 1947     GOOD             NGS
 MO0697  HISTORY     - 1983     GOOD             NGS
 MO0697  HISTORY     - 19990824 GOOD             WYDT
 MO0697
 MO0697                          STATION DESCRIPTION
 MO0697
 MO0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0697'3.4 MI NW FROM BOSLER.
 MO0697'3.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0697'STATION AT BOSLER, 6 1/2 POLES SOUTHEAST OF MILEPOST 589, 529.0
 MO0697'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 MO0697'289.0 FEET SOUTHWEST OF THE SOUTHWEST END OF A 24 INCH TILE
 MO0697'CULVERT UNDER U.S. HIGHWAY 30, 280.0 FEET SOUTHWEST OF THE
 MO0697'CENTER LINE OF U.S. HIGHWAY 30, 274.5 FEET WEST OF THE SOUTHWEST
 MO0697'POLE OF DOUBLE TELEPHONE POLES WHICH ARE ON THE SOUTHWEST SIDE
 MO0697'OF THE HIGHWAY, 2.0 FEET SOUTHEAST OF A REFERENCE POST, SET IN
 MO0697'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MO0697'GROUND.
 MO0697
 MO0697                          STATION RECOVERY (1983)
 MO0697
 MO0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0697'RECOVERED IN GOOD CONDITION.
 MO0697
 MO0697                          STATION RECOVERY (1999)
 MO0697
 MO0697'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0697'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER,
 MO0697'307-777-3819
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0824 ***********************************************************************
 OX0824  DESIGNATION -  8225=ANTELOPE
 OX0824  PID         -  OX0824
 OX0824  STATE/COUNTY-  WY/TETON
 OX0824  USGS QUAD   -  SHADOW MOUNTAIN (1996)
 OX0824
 OX0824                         *CURRENT SURVEY CONTROL
 OX0824  ___________________________________________________________________
 OX0824* NAD 83(1993)-  43 42 40.06981(N)    110 35 05.42516(W)     ADJUSTED  
 OX0824* NAVD 88     -      2515.9    (meters)    8254.     (feet)  VERTCON   
 OX0824  ___________________________________________________________________
 OX0824  LAPLACE CORR-           7.95  (seconds)                    DEFLEC99
 OX0824  GEOID HEIGHT-          -9.01  (meters)                     GEOID03
 OX0824
 OX0824  HORZ ORDER  -  FIRST
 OX0824
 OX0824.The horizontal coordinates were established by classical geodetic methods
 OX0824.and adjusted by the National Geodetic Survey in January 1997..
 OX0824
 OX0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0824
 OX0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0824
 OX0824.The geoid height was determined by GEOID03.
 OX0824
 OX0824;                    North         East     Units Scale Factor Converg.
 OX0824;SPC WY W     -   456,777.433   759,583.892   MT  0.99995758   -0 20 47.6
 OX0824;UTM  12      - 4,839,873.291   533,446.138   MT  0.99961376   +0 17 12.8
 OX0824
 OX0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0824!SPC WY W     -   0.99960704  x   0.99995758  =   0.99956464
 OX0824!UTM  12      -   0.99960704  x   0.99961376  =   0.99922095
 OX0824
 OX0824|---------------------------------------------------------------------|
 OX0824| PID    Reference Object                     Distance      Geod. Az  |
 OX0824|                                                           dddmmss.s |
 OX0824| CP5275 ANTELOPE RM 1                        23.925 METERS 01754     |
 OX0824| CP5274 ANTELOPE AZ MK                                     2175542.5 |
 OX0824| CP5276 ANTELOPE RM 2                        17.585 METERS 29017     |
 OX0824|---------------------------------------------------------------------|
 OX0824
 OX0824                          SUPERSEDED SURVEY CONTROL
 OX0824
 OX0824  NAD 83(1993)-  43 42 40.06332(N)    110 35 05.41899(W) AD(       ) 1
 OX0824  NAD 83(1986)-  43 42 40.05966(N)    110 35 05.41118(W) AD(       ) 1
 OX0824  NAD 27      -  43 42 40.29200(N)    110 35 02.66000(W) AD(       ) 1
 OX0824  NGVD 29 (07/19/86) 2514.6    (m)         8250.     (f) VERT ANG       
 OX0824
 OX0824.Superseded values are not recommended for survey control.
 OX0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0824.See file dsdata.txt to determine how the superseded data were derived.
 OX0824
 OX0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3344639873(NAD 83)
 OX0824_MARKER: Z = SEE DESCRIPTION
 OX0824_SETTING: 66 = SET IN ROCK OUTCROP
 OX0824_SP_SET: PARTIALLY EXPOSED BEDROCK
 OX0824
 OX0824  HISTORY     - Date     Condition        Report By
 OX0824  HISTORY     - 1946     MONUMENTED       USGS
 OX0824  HISTORY     - 1946     GOOD             USGS
 OX0824
 OX0824                          STATION DESCRIPTION
 OX0824
 OX0824'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OX0824'THE STATION IS LOCATED ABOUT 20 MILES NORTHEAST OF JACKSON,
 OX0824'ON THE HIGHEST PART OF ANTILOPE HILL, WHICH LIES BETWEEN ANTILOPE
 OX0824'CREEK AND DITCH CREEK.
 OX0824'
 OX0824'THE MARK IS A BRONZE PLUG SET IN BEDROCK FLUSH WITH THE GROUND.
 OX0824'IT IS 75 FEET SOUTH OF A LARGE PINE TREE, 61 FEET EAST OF A
 OX0824'RAIL FENCE, AND 54 FEET NORTHWEST OF A LONE PINE TREE.
 OX0824'
 OX0824'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ANTILOPE
 OX0824'(USGS) 1946 NO. 1, SET IN THE TOP OF A 10 BY 10 INCH CONCRETE
 OX0824'POST PROJECTING ABOUT 8 INCHES.  IT IS 50 FEET EAST OF THE RAIL
 OX0824'FENCE, AND 8 FEET WEST OF A LARGE PINE TREE.
 OX0824'
 OX0824'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ANTILOPE (USGS)
 OX0824'NO. 2 1946, SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST
 OX0824'PROJECTING ABOUT 8 INCHES.  IT IS 21 FEET NORTH OF A LONE PINE
 OX0824'TREE, AND 3 FEET EAST OF A RAIL FENCE.
 OX0824'
 OX0824'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ANTILOPE (USGS)
 OX0824'1946, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 OX0824'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 25 FEET SE OF A DOUBLE
 OX0824'PINE TREE, 25 FEET SOUTH OF THE TRACK ROAD, AND 3 FEET NORTH
 OX0824'OF THE RAIL FENCE.
 OX0824'
 OX0824'TO REACH THE STATION FROM THE SQUARE IN JACKSON GO NORTH ON
 OX0824'U.S. HIGHWAY NO. 187 FOR 13 MILES TO WHERE THE HIGHWAY TURNS
 OX0824'TO THE LEFT TO CROSS THE SNAKE RIVER.  TURN RIGHT (EAST) AND
 OX0824'GO 2.65 MILES TO A CROSSROADS, CONTINUE AHEAD FOR 1.1 MILES
 OX0824'TO FORKS, TAKE THE LEFT FORK AND GO 0.5 MILE TO A CROSS ROAD,
 OX0824'TURN LEFT (NORTH) AND GO 1.5 MILES TO A SIGN CARPENTERS DRAW.
 OX0824'TURN RIGHT AND GO 1.55 MILES, THENCE BEAR LEFT AND FOLLOW THE
 OX0824'TRACK ROAD FOR 2.5 MILES TO THE HIGHEST PART OF THE HILL
 OX0824'AND THE MARK AS DESCRIBED ABOVE.
 OX0824
 OX0824                          STATION RECOVERY (1946)
 OX0824
 OX0824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 OX0824'RECOVERED.
 OX0824'
 OX0824'STATION MARK--COPPER BOLT, STAMPED ---USGS VA 8225---, CEMENTED IN
 OX0824'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1237 ***********************************************************************
 MO1237  DESIGNATION -  8230=RAGGED
 MO1237  PID         -  MO1237
 MO1237  STATE/COUNTY-  WY/ALBANY
 MO1237  USGS QUAD   -  RAGGED TOP MOUNTAIN (1987)
 MO1237
 MO1237                         *CURRENT SURVEY CONTROL
 MO1237  ___________________________________________________________________
 MO1237* NAD 83(1993)-  41 26 20.37407(N)    105 20 41.25949(W)     ADJUSTED  
 MO1237* NAVD 88     -      2509.8    (meters)    8234.     (feet)  VERTCON   
 MO1237  ___________________________________________________________________
 MO1237  LAPLACE CORR-         -13.92  (seconds)                    DEFLEC99
 MO1237  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 MO1237
 MO1237  HORZ ORDER  -  FIRST
 MO1237
 MO1237.The horizontal coordinates were established by classical geodetic methods
 MO1237.and adjusted by the National Geodetic Survey in January 1997..
 MO1237
 MO1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1237
 MO1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1237
 MO1237.The geoid height was determined by GEOID03.
 MO1237
 MO1237;                    North         East     Units Scale Factor Converg.
 MO1237;SPC WY E     -   104,287.066   185,114.003   MT  0.99994023   -0 07 04.4
 MO1237;UTM  13      - 4,587,548.650   471,195.500   MT  0.99961021   -0 13 41.5
 MO1237
 MO1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1237!SPC WY E     -   0.99960840  x   0.99994023  =   0.99954866
 MO1237!UTM  13      -   0.99960840  x   0.99961021  =   0.99921877
 MO1237
 MO1237|---------------------------------------------------------------------|
 MO1237| PID    Reference Object                     Distance      Geod. Az  |
 MO1237|                                                           dddmmss.s |
 MO1237| CQ4720 RAGGED RM 1                           3.146 METERS 00500     |
 MO1237| CQ4721 RAGGED RM 2                           4.282 METERS 22149     |
 MO1237| CQ4302 LS 66                                              2375048.2 |
 MO1237|---------------------------------------------------------------------|
 MO1237
 MO1237                          SUPERSEDED SURVEY CONTROL
 MO1237
 MO1237  NAD 83(1986)-  41 26 20.35853(N)    105 20 41.25672(W) AD(       ) 1
 MO1237  NAD 27      -  41 26 20.43800(N)    105 20 39.32000(W) AD(       ) 1
 MO1237  NGVD 29 (07/19/86) 2508.7    (m)         8231.     (f) VERT ANG       
 MO1237
 MO1237.Superseded values are not recommended for survey control.
 MO1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1237.See file dsdata.txt to determine how the superseded data were derived.
 MO1237
 MO1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7119587549(NAD 83)
 MO1237_MARKER: DB = BENCH MARK DISK
 MO1237_SETTING: 80 = SET IN A BOULDER
 MO1237_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MO1237
 MO1237  HISTORY     - Date     Condition        Report By
 MO1237  HISTORY     - 1912     MONUMENTED       CGS
 MO1237  HISTORY     - 1948     GOOD             CGS
 MO1237  HISTORY     - 1953     GOOD             USGS
 MO1237
 MO1237                          STATION DESCRIPTION
 MO1237
 MO1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 MO1237'ABOUT 10 MILES WEST OF HORSE CREEK, A POST OFFICE ON THE
 MO1237'COLORADO AND SOUTHERN RAILWAY, 8 MILES WEST OF MC LAUGHLINS
 MO1237'RANCH, AND 1/2 MILE SOUTH OF THE NORTH FORK OF HORSE CREEK,
 MO1237'ON THE HIGHEST ROCK OF A GROUP OF PINNACLES KNOWN AS RAGGED
 MO1237'TOP MOUNTAIN.  THE ROCK REFERRED TO IS THE MIDDLE ONE OF
 MO1237'THREE PROMINENT PEAKS ON THE MOST WESTERN RIDGE AND IS ABOUT
 MO1237'300 METERS WEST OF AN OLD WOOD ROAD IN A CANYON OPENING TO
 MO1237'THE SOUTH.  THE STATION IS MARKED BY A UNITED STATES
 MO1237'GEOLOGICAL SURVEY BENCH MARK TABLET SET IN SOLID ROCK.  THE
 MO1237'TABLET HAS A TRIANGLE CUT IN THE TOP AND IS STAMPED
 MO1237'ELEVATION ABOVE SEA LEVEL, 8,230 FEET.  A REFERENCE
 MO1237'MARK IS 0.20 METER BELOW THE
 MO1237'STATION AND 3.12 METERS (10.2 FEET) DISTANT
 MO1237'N 05 DEG 04 MIN E.  AZIMUTH OBSERVATIONS WERE MADE AT
 MO1237'THIS STATION.
 MO1237
 MO1237                          STATION RECOVERY (1948)
 MO1237
 MO1237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1237'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 MO1237'CONDITION AS DESCRIBED.  ANOTHER REFERENCE MARK AND AN AZIMUTH
 MO1237'MARK WERE ESTABLISHED.
 MO1237'
 MO1237'THE STATION IS LOCATED ABOUT 16 MILES AIR LINE NORTHEAST OF
 MO1237'LARAMIE ON THE HIGHEST PINNACLE OF THE MOUNTAIN THAT IS KNOWN
 MO1237'AS RAGGED TOP MOUNTAIN.  THE STATION MARK IS A U.S. GEOLOGICAL
 MO1237'SURVEY BENCH MARK SET FLUSH ON HIGHEST POINT OF PINNACLE.
 MO1237'IT IS STAMPED, 8230.
 MO1237'
 MO1237'REFERENCE MARK NO. 1 IS SET FLUSH
 MO1237'1 FOOT LOWER THAN THE STATION MARK AND IS STAMPED, RAGGED NO
 MO1237'1 1933.
 MO1237'
 MO1237'REFERENCE MARK NO. 2 IS SET FLUSH
 MO1237'AT THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED,
 MO1237'RAGGED NO 2 1948.
 MO1237'
 MO1237'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 MO1237'IN A BOULDER 50 FEET SOUTH OF A ROAD AND 6 FEET NORTHWEST
 MO1237'OF A CAIRN.  IT PROJECTS 30 INCHES AND IS STAMPED, LS 66
 MO1237'7795 1947.
 MO1237'
 MO1237'TO REACH THE STATION FROM THE POST OFFICE IN LARAMIE, GO EAST
 MO1237'ON IVERSON STREET 0.4 MILE TO 9TH STREET.  TURN LEFT, GO
 MO1237'NORTH 2.0 MILES TO A ROAD LEFT.  CONTINUE STRAIGHT AHEAD, GO
 MO1237'9.3 MILES TO A FORK AT SUMMIT.  CONTINUE STRAIGHT AHEAD ON
 MO1237'MAIN ROAD 2.1 MILES TO A FORK JUST AFTER CROSSING CATTLE GUARD.
 MO1237'KEEP ON ROAD TO LEFT.  GO 1.1 MILE TO A ROAD LEFT.  TURN
 MO1237'LEFT.  GO 0.5 MILE TO A FORK.  TURN RIGHT, FOLLOW MAIN ROAD
 MO1237'2.1 MILES TO A CATTLE GUARD.  CONTINUE 0.6 MILE TO THE AZIMUTH
 MO1237'MARK ON RIGHT.  CONTINUE 0.2 MILE TO A ROAD RIGHT.  TURN
 MO1237'RIGHT GO 0.2 MILE TO A DIM ROAD LEFT.  TURN LEFT, GO 0.25
 MO1237'MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD TOWARD
 MO1237'PROMINENT PINNACLE 0.25 MILE TO A LARGE, DEAD PINE TREE AND
 MO1237'END OF TRUCK TRAVEL.  FROM HERE WALK EAST UP STEEP SLOPE TO
 MO1237'THE HIGHEST POINT AND STATION.  A 30 MINUTE PACK.
 MO1237
 MO1237                          STATION RECOVERY (1953)
 MO1237
 MO1237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (LEA)
 MO1237'STATION MARK--STANDARD USGS TABLET, SET FLUSH ON HIGHEST POINT OF
 MO1237'PINNACLE, STAMPED ---8230---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2129 ***********************************************************************
 AA2129  CBN         -  This is a Cooperative Base Network Control Station.
 AA2129  DESIGNATION -  8287 DENVER
 AA2129  PID         -  AA2129
 AA2129  STATE/COUNTY-  WY/ALBANY
 AA2129  USGS QUAD   -  PILOT HILL (1992)
 AA2129
 AA2129                         *CURRENT SURVEY CONTROL
 AA2129  ___________________________________________________________________
 AA2129* NAD 83(1993)-  41 15 47.57852(N)    105 23 07.08747(W)     ADJUSTED  
 AA2129* NAVD 88     -      2526.6    (meters)    8289.     (feet)  GPS OBS   
 AA2129  ___________________________________________________________________
 AA2129  X           -  -1,274,345.173 (meters)                     COMP
 AA2129  Y           -  -4,631,120.915 (meters)                     COMP
 AA2129  Z           -   4,186,099.007 (meters)                     COMP
 AA2129  LAPLACE CORR-         -12.00  (seconds)                    DEFLEC99
 AA2129  ELLIP HEIGHT-        2514.51  (meters)          (09/07/01) GPS OBS
 AA2129  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 AA2129
 AA2129  HORZ ORDER  -  B
 AA2129  ELLP ORDER  -  FOURTH    CLASS I
 AA2129
 AA2129.The horizontal coordinates were established by GPS observations
 AA2129.and adjusted by the National Geodetic Survey in October 1994..
 AA2129
 AA2129.The orthometric height was determined by GPS observations and a
 AA2129.high-resolution geoid model.
 AA2129
 AA2129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2129
 AA2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2129
 AA2129.The ellipsoidal height was determined by GPS observations
 AA2129.and is referenced to NAD 83.
 AA2129
 AA2129.The geoid height was determined by GEOID03.
 AA2129
 AA2129;                    North         East     Units Scale Factor Converg.
 AA2129;SPC WY E     -    84,774.160   181,679.583   MT  0.99994163   -0 08 39.1
 AA2129;UTM  13      - 4,568,048.806   467,724.729   MT  0.99961282   -0 15 14.8
 AA2129
 AA2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2129!SPC WY E     -   0.99960574  x   0.99994163  =   0.99954739
 AA2129!UTM  13      -   0.99960574  x   0.99961282  =   0.99921871
 AA2129
 AA2129                          SUPERSEDED SURVEY CONTROL
 AA2129
 AA2129  ELLIP H (10/19/94) 2514.53   (m)                       GP(       ) 4 1
 AA2129
 AA2129.Superseded values are not recommended for survey control.
 AA2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2129.See file dsdata.txt to determine how the superseded data were derived.
 AA2129
 AA2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6772568049(NAD 83)
 AA2129_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 AA2129_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA2129_STAMPING: 8287 DENVER
 AA2129_MARK LOGO: USGS  
 AA2129_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA2129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2129+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1993
 AA2129
 AA2129  HISTORY     - Date     Condition        Report By
 AA2129  HISTORY     - UNK      MONUMENTED
 AA2129  HISTORY     - 19930812 GOOD             NGS
 AA2129  HISTORY     - 19981011 GOOD             WYDT
 AA2129
 AA2129                          STATION DESCRIPTION
 AA2129
 AA2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA2129'STATION IS LOCATED ABOUT 17 KM (10.55 MI) EAST-SOUTHEAST OF LARAMIE,
 AA2129'IN THE MEDICINE BOW NATIONAL FOREST, BETWEEN THE MIDDLE AND SOUTH
 AA2129'FORKS OF LODGEPOLE CREEK, ALONG A GRADED ROAD ON A NORTHWEST-SOUTHEAST
 AA2129'RIDGE, IN THE NORTHWEST 1/4 OF SECTION 19, T 15 N, R 71 W.
 AA2129'OWNERSHIP--US DEPARTMENT OF AGRICULTURE. TO REACH FROM THE OVERPASS AT
 AA2129'THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 210 (EXIT 323)
 AA2129'AT THE SUMMIT, ABOUT 15 KM (9.30 MI) SOUTHEAST OF LARAMIE, GO EAST ON
 AA2129'HIGHWAY 210 (HAPPY JACK ROAD) FOR 0.12 KM (0.05 MI) TO A T-ROAD.  TURN
 AA2129'LEFT, NORTH, ON HIGHWAY 210 FOR 3.28 KM (2.05 MI) TO THE ENTRANCE TO
 AA2129'THE HAPPY JACK CAMPGROUND ON THE RIGHT.  CONTINUE AHEAD, EAST, ON
 AA2129'HIGHWAY FOR 1.20 KM (0.75 MI) TO A GRADED ROAD LEFT.  TURN LEFT, EAST,
 AA2129'ON ROAD 712 FOR 1.68 KM (1.05 MI) TO A CATTLE GUARD.  CONTINUE AHEAD
 AA2129'FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT JUST PAST END OF
 AA2129'SLIGHT CURVE, AND AT DIM ROAD LEADING TO THE SOUTH. STATION MARK IS A
 AA2129'DISK BOLTED ON A 10 CM METAL PIPE PROJECTING 15 CM ABOVE GROUND IN A
 AA2129'RING OF ROCKS.  IT IS 10.0 M (32.8 FT) SOUTHEAST OF, AND SLIGHTLY
 AA2129'HIGHER THAN THE ROAD CENTER, 0.5 M (1.6 FT) SOUTHWEST OF A FIBERGLASS
 AA2129'WITNESSS POST, AND 5 M (16.4 FT) EAST OF THE CENTER OF THE DIM ROAD.
 AA2129'DESCRIBED BY G.R.HEID
 AA2129
 AA2129                          STATION RECOVERY (1998)
 AA2129
 AA2129'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1998 (KFB)
 AA2129'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 AA2129'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0695 ***********************************************************************
 MO0695  DESIGNATION -  83
 MO0695  PID         -  MO0695
 MO0695  STATE/COUNTY-  WY/ALBANY
 MO0695  USGS QUAD   -  BOSLER (1981)
 MO0695
 MO0695                         *CURRENT SURVEY CONTROL
 MO0695  ___________________________________________________________________
 MO0695* NAD 83(1986)-  41 36 01.     (N)    105 43 11.     (W)     SCALED    
 MO0695* NAVD 88     -      2160.946  (meters)    7089.70   (feet)  ADJUSTED  
 MO0695  ___________________________________________________________________
 MO0695  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 MO0695  DYNAMIC HT  -        2159.114 (meters)    7083.69  (feet)  COMP
 MO0695  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 MO0695
 MO0695  VERT ORDER  -  SECOND    CLASS 0
 MO0695
 MO0695.The horizontal coordinates were scaled from a topographic map and have
 MO0695.an estimated accuracy of +/- 6 seconds.
 MO0695
 MO0695.The orthometric height was determined by differential leveling
 MO0695.and adjusted by the National Geodetic Survey in June 1991..
 MO0695
 MO0695.The geoid height was determined by GEOID03.
 MO0695
 MO0695.The dynamic height is computed by dividing the NAVD 88
 MO0695.geopotential number by the normal gravity value computed on the
 MO0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0695.degrees latitude (g = 980.6199 gals.).
 MO0695
 MO0695.The modeled gravity was interpolated from observed gravity values.
 MO0695
 MO0695;                    North         East    Units  Estimated Accuracy
 MO0695;SPC WY E     -   122,330.      153,900.      MT  (+/- 180 meters Scaled)
 MO0695
 MO0695                          SUPERSEDED SURVEY CONTROL
 MO0695
 MO0695  NGVD 29 (??/??/92) 2159.887  (m)         7086.23   (f) ADJ UNCH    2 0
 MO0695
 MO0695.Superseded values are not recommended for survey control.
 MO0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0695.See file dsdata.txt to determine how the superseded data were derived.
 MO0695
 MO0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG400056(NAD 83)
 MO0695_MARKER: DB = BENCH MARK DISK
 MO0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0695_STAMPING: 83
 MO0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0695+STABILITY: SURFACE MOTION
 MO0695
 MO0695  HISTORY     - Date     Condition        Report By
 MO0695  HISTORY     - UNK      MONUMENTED       WYGS
 MO0695  HISTORY     - 1947     MARK NOT FOUND   NGS
 MO0695
 MO0695                          STATION DESCRIPTION
 MO0695
 MO0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0695'2.2 MI N FROM BOSLER.
 MO0695'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAY 30, FROM THE UNION
 MO0695'PACIFIC RAILROAD STATION AT BOSLER, ALBANY COUNTY, 50.5 FEET
 MO0695'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ON A SMALL HILL,
 MO0695'AND ABOUT 30.7 FEET SOUTHWEST OF A LINE OF POLES.  A STATE SURVEY
 MO0695'STANDARD DISK, STAMPED 83 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1253 ***********************************************************************
 MO1253  DESIGNATION -  8305
 MO1253  PID         -  MO1253
 MO1253  STATE/COUNTY-  WY/ALBANY
 MO1253  USGS QUAD   -  KING MOUNTAIN (1987)
 MO1253
 MO1253                         *CURRENT SURVEY CONTROL
 MO1253  ___________________________________________________________________
 MO1253* NAD 83(1993)-  41 28 33.81620(N)    105 26 42.52439(W)     ADJUSTED  
 MO1253* NAVD 88     -      2533.07   (+/-2cm)    8310.6    (feet)  VERTCON   
 MO1253  ___________________________________________________________________
 MO1253  LAPLACE CORR-          -8.39  (seconds)                    DEFLEC99
 MO1253  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 MO1253
 MO1253  HORZ ORDER  -  THIRD
 MO1253  VERT ORDER  -  THIRD ? (See Below)
 MO1253
 MO1253.The horizontal coordinates were established by classical geodetic methods
 MO1253.and adjusted by the National Geodetic Survey in January 1997..
 MO1253
 MO1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1253.The vertical order pertains to the NGVD 29 superseded value.
 MO1253
 MO1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1253
 MO1253.The geoid height was determined by GEOID03.
 MO1253
 MO1253;                    North         East     Units Scale Factor Converg.
 MO1253;SPC WY E     -   108,425.723   176,740.952   MT  0.99994416   -0 11 04.0
 MO1253;UTM  13      - 4,591,702.060   462,833.184   MT  0.99961700   -0 17 41.4
 MO1253
 MO1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1253!SPC WY E     -   0.99960467  x   0.99994416  =   0.99954886
 MO1253!UTM  13      -   0.99960467  x   0.99961700  =   0.99922182
 MO1253
 MO1253                          SUPERSEDED SURVEY CONTROL
 MO1253
 MO1253  NAD 83(1986)-  41 28 33.80113(N)    105 26 42.52177(W) AD(       ) 3
 MO1253  NAD 27      -  41 28 33.88455(N)    105 26 40.57576(W) AD(       ) 3
 MO1253  NGVD 29 (07/19/86) 2531.98   (m)         8307.0    (f) LEVELING    3  
 MO1253
 MO1253.Superseded values are not recommended for survey control.
 MO1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1253.See file dsdata.txt to determine how the superseded data were derived.
 MO1253
 MO1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6283391702(NAD 83)
 MO1253_MARKER: DB = BENCH MARK DISK
 MO1253_SETTING: 0 = UNSPECIFIED SETTING
 MO1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1253
 MO1253  HISTORY     - Date     Condition        Report By
 MO1253  HISTORY     - 1947     MONUMENTED       USGS
 MO1253
 MO1253                          STATION DESCRIPTION
 MO1253
 MO1253'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1253'MCKECHNIES RANCH HOUSE, HORSE CREEK, WYOMING, 5.7 MI. W. OF, THENCE
 MO1253'6.3 MI. N., THENCE 1.7 MI. NE. ALONG RANCH RDS., AT SUMMIT OF HILL TO
 MO1253'N.
 MO1253'
 MO1253'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---8305 VABM---.
 MO1253'
 MO1253'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0305 ***********************************************************************
 MP0305  DESIGNATION -  8411.0
 MP0305  PID         -  MP0305
 MP0305  STATE/COUNTY-  WY/CARBON
 MP0305  USGS QUAD   -  COTTONWOOD RIM (1983)
 MP0305
 MP0305                         *CURRENT SURVEY CONTROL
 MP0305  ___________________________________________________________________
 MP0305* NAD 83(1986)-  41 07 27.     (N)    107 08 46.     (W)     SCALED    
 MP0305* NAVD 88     -      2565.148  (meters)    8415.82   (feet)  ADJUSTED  
 MP0305  ___________________________________________________________________
 MP0305  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 MP0305  DYNAMIC HT  -        2562.710 (meters)    8407.82  (feet)  COMP
 MP0305  MODELED GRAV-     979,579.1   (mgal)                       NAVD 88
 MP0305
 MP0305  VERT ORDER  -  SECOND    CLASS 0
 MP0305
 MP0305.The horizontal coordinates were scaled from a topographic map and have
 MP0305.an estimated accuracy of +/- 6 seconds.
 MP0305
 MP0305.The orthometric height was determined by differential leveling
 MP0305.and adjusted by the National Geodetic Survey in June 1991..
 MP0305
 MP0305.The geoid height was determined by GEOID03.
 MP0305
 MP0305.The dynamic height is computed by dividing the NAVD 88
 MP0305.geopotential number by the normal gravity value computed on the
 MP0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0305.degrees latitude (g = 980.6199 gals.).
 MP0305
 MP0305.The modeled gravity was interpolated from observed gravity values.
 MP0305
 MP0305;                    North         East    Units  Estimated Accuracy
 MP0305;SPC WYEC     -   169,330.      415,720.      MT  (+/- 180 meters Scaled)
 MP0305
 MP0305                          SUPERSEDED SURVEY CONTROL
 MP0305
 MP0305  NGVD 29 (??/??/92) 2563.878  (m)         8411.66   (f) ADJ UNCH    2 0
 MP0305
 MP0305.Superseded values are not recommended for survey control.
 MP0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0305.See file dsdata.txt to determine how the superseded data were derived.
 MP0305
 MP0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF198547(NAD 83)
 MP0305_MARKER: N = NAIL
 MP0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0305_SP_SET: TREE
 MP0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0305
 MP0305  HISTORY     - Date     Condition        Report By
 MP0305  HISTORY     - UNK      MONUMENTED       USGS
 MP0305  HISTORY     - 1934     GOOD             NGS
 MP0305
 MP0305                          STATION DESCRIPTION
 MP0305
 MP0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0305'18.4 MI E FROM SLATER, CO.
 MP0305'IN CARBON COUNTY, WYOMING, 18.4 MILES EAST ALONG THE ENCAMPMENT ROAD
 MP0305'FROM SLATER, MOFFAT COUNTY, COLORADO, 1.7 MILES NORTHEAST OF SANDSTONE
 MP0305'RANGER STATION, ON THE OUTSIDE OF A CURVE, ON THE TOP OF A KNOLL, 12
 MP0305'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN A 10-INCH ASPEN TREE.
 MP0305'A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0864 ***********************************************************************
 MR0864  DESIGNATION -  8479=ROCK
 MR0864  PID         -  MR0864
 MR0864  STATE/COUNTY-  WY/LINCOLN
 MR0864  USGS QUAD   -  THE ROCK SLIDE (1985)
 MR0864
 MR0864                         *CURRENT SURVEY CONTROL
 MR0864  ___________________________________________________________________
 MR0864* NAD 83(1993)-  41 57 25.43713(N)    110 48 41.65463(W)     ADJUSTED  
 MR0864* NAVD 88     -      2586.0    (meters)    8484.     (feet)  VERTCON   
 MR0864  ___________________________________________________________________
 MR0864  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 MR0864  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 MR0864
 MR0864  HORZ ORDER  -  THIRD
 MR0864
 MR0864.The horizontal coordinates were established by classical geodetic methods
 MR0864.and adjusted by the National Geodetic Survey in January 1997..
 MR0864
 MR0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0864
 MR0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0864
 MR0864.The geoid height was determined by GEOID03.
 MR0864
 MR0864;                    North         East     Units Scale Factor Converg.
 MR0864;SPC WY W     -   262,065.715   739,628.034   MT  0.99998233   -0 29 12.8
 MR0864;UTM  12      - 4,645,026.483   515,615.753   MT  0.99960300   +0 07 33.5
 MR0864
 MR0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0864!SPC WY W     -   0.99959671  x   0.99998233  =   0.99957904
 MR0864!UTM  12      -   0.99959671  x   0.99960300  =   0.99919987
 MR0864
 MR0864:                Primary Azimuth Mark                     Grid Az
 MR0864:SPC WY W     -  7 GWM                                    115 22 08.8
 MR0864:UTM  12      -  7 GWM                                    114 45 22.5
 MR0864
 MR0864|---------------------------------------------------------------------|
 MR0864| PID    Reference Object                     Distance      Geod. Az  |
 MR0864|                                                           dddmmss.s |
 MR0864| MR0845 7 GWM                               APPROX. 6.2 KM 1145256.0 |
 MR0864|---------------------------------------------------------------------|
 MR0864
 MR0864                          SUPERSEDED SURVEY CONTROL
 MR0864
 MR0864  NAD 83(1986)-  41 57 25.42772(N)    110 48 41.65070(W) AD(       ) 3
 MR0864  NAD 27      -  41 57 25.62816(N)    110 48 39.00187(W) AD(       ) 3
 MR0864  NGVD 29 (07/19/86) 2584.5    (m)         8479.     (f) VERT ANG       
 MR0864
 MR0864.Superseded values are not recommended for survey control.
 MR0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0864.See file dsdata.txt to determine how the superseded data were derived.
 MR0864
 MR0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM1561645026(NAD 83)
 MR0864
 MR0864  HISTORY     - Date     Condition        Report By
 MR0864  HISTORY     - 1942     MONUMENTED       USGS
 MR0864  HISTORY     - 1952     GOOD             USGS
 MR0864
 MR0864                          STATION DESCRIPTION
 MR0864
 MR0864'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 MR0864'ABOUT 8.0 MI. NEARLY N. OF NUGGET STATION, ON KNOB ON RIDGE ON E. SIDE
 MR0864'OF ROCK CREEK.  A SHEEP TRAIL PASSES OVER THE RIDGE NEAR THE STATION.
 MR0864'RECOVERED BY USGS IN 1942, AND REDESCRIBED AS FOLLOWS, TO REACH
 MR0864'STATION FROM INTERSECTION OF U.S. HIGHWAY 189 AND 30 N., DRIVE NE. ON
 MR0864'FORMER CROSSING BRIDGE OVER OREGON SHORT LINE RAILROAD, DRIVE 1.5 MI.
 MR0864'AND TAKE LEFT FORK (GRAVELED RD.) DRIVE 3/4 MI.AND TAKE LEFT FORK 200
 MR0864'FT. S. OF BRIDGE, GO UP STEEP GRADE AND INCLINE TO RIGHT THROUGH GATE.
 MR0864'DRIVE 13.1 MI. AND PASS USGS BENCH MARK GWM 7, DRIVE 4.3 MI. AND TAKE
 MR0864'LEFT FORK UP HILL TO A SADDLE 0.2 MI. TURN LEFT HERE ABOUT 100 YARDS
 MR0864'S. OF SOME POLE FRAMES, DRIVE 1.0 MI. THROUGH A GROVE TO TOP AND
 MR0864'STATION.  THE STATION MARK IS ABOUT 350 FT. W. OF RD. WHICH PASSES
 MR0864'OVER TOP.
 MR0864'
 MR0864'RECOVERED.
 MR0864'
 MR0864'STATION MARK - ALUMINUM TABLET CEMENTED IN LARGE BOULDER, STAMPED
 MR0864'---VABM 8479---.
 MR0864'
 MR0864'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET, STAMPED ---NO.1---,
 MR0864'CEMENTED IN CONGLOMERATE OUTCROP 15.41 FT. FROM STATION MARK,
 MR0864'S 68 DEG 56 MIN E.
 MR0864'
 MR0864'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---ROCK 1942
 MR0864'NO.2---, CEMENTED IN CONGLOMERATE OUTCROP 44.52 FT. FROM STATION
 MR0864'MARK, S 44 DEG 35 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0306 ***********************************************************************
 MP0306  DESIGNATION -  8497.8
 MP0306  PID         -  MP0306
 MP0306  STATE/COUNTY-  WY/CARBON
 MP0306  USGS QUAD   -  SINGER PEAK (1983)
 MP0306
 MP0306                         *CURRENT SURVEY CONTROL
 MP0306  ___________________________________________________________________
 MP0306* NAD 83(1986)-  41 07 55.     (N)    107 07 55.     (W)     SCALED    
 MP0306* NAVD 88     -      2591.609  (meters)    8502.64   (feet)  ADJUSTED  
 MP0306  ___________________________________________________________________
 MP0306  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 MP0306  DYNAMIC HT  -        2589.140 (meters)    8494.54  (feet)  COMP
 MP0306  MODELED GRAV-     979,576.0   (mgal)                       NAVD 88
 MP0306
 MP0306  VERT ORDER  -  SECOND    CLASS 0
 MP0306
 MP0306.The horizontal coordinates were scaled from a topographic map and have
 MP0306.an estimated accuracy of +/- 6 seconds.
 MP0306
 MP0306.The orthometric height was determined by differential leveling
 MP0306.and adjusted by the National Geodetic Survey in June 1991..
 MP0306
 MP0306.The geoid height was determined by GEOID03.
 MP0306
 MP0306.The dynamic height is computed by dividing the NAVD 88
 MP0306.geopotential number by the normal gravity value computed on the
 MP0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0306.degrees latitude (g = 980.6199 gals.).
 MP0306
 MP0306.The modeled gravity was interpolated from observed gravity values.
 MP0306
 MP0306;                    North         East    Units  Estimated Accuracy
 MP0306;SPC WYEC     -   170,190.      416,910.      MT  (+/- 180 meters Scaled)
 MP0306
 MP0306                          SUPERSEDED SURVEY CONTROL
 MP0306
 MP0306  NGVD 29 (??/??/92) 2590.336  (m)         8498.46   (f) ADJ UNCH    2 0
 MP0306
 MP0306.Superseded values are not recommended for survey control.
 MP0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0306.See file dsdata.txt to determine how the superseded data were derived.
 MP0306
 MP0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF210555(NAD 83)
 MP0306_MARKER: N = NAIL
 MP0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0306_SP_SET: TREE
 MP0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0306
 MP0306  HISTORY     - Date     Condition        Report By
 MP0306  HISTORY     - UNK      MONUMENTED       USGS
 MP0306  HISTORY     - 1934     GOOD             NGS
 MP0306
 MP0306                          STATION DESCRIPTION
 MP0306
 MP0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0306'19.6 MI E FROM SLATER, CO.
 MP0306'IN CARBON COUNTY, WYOMING, 19.6 MILES EAST ALONG THE ENCAMPMENT ROAD
 MP0306'FROM SLATER, MOFFAT COUNTY, COLORADO, 2.6 MILES NORTHEAST OF THE
 MP0306'SANDSTONE RANGER STATION, 16 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MP0306'ROAD, AT THE EAST END OF A LONG TANGENT, AND IN THE ROOT OF A 10-INCH
 MP0306'PINE TREE.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0143 ***********************************************************************
 MP0143  DESIGNATION -  8572.85
 MP0143  PID         -  MP0143
 MP0143  STATE/COUNTY-  WY/CARBON
 MP0143  USGS QUAD   -  RED MOUNTAIN (1983)
 MP0143
 MP0143                         *CURRENT SURVEY CONTROL
 MP0143  ___________________________________________________________________
 MP0143* NAD 83(1986)-  41 10 47.     (N)    106 53 11.     (W)     SCALED    
 MP0143* NAVD 88     -      2614.939  (meters)    8579.18   (feet)  ADJUSTED  
 MP0143  ___________________________________________________________________
 MP0143  GEOID HEIGHT-         -11.24  (meters)                     GEOID03
 MP0143  DYNAMIC HT  -        2612.373 (meters)    8570.76  (feet)  COMP
 MP0143  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 MP0143
 MP0143  VERT ORDER  -  SECOND    CLASS 0
 MP0143
 MP0143.The horizontal coordinates were scaled from a topographic map and have
 MP0143.an estimated accuracy of +/- 6 seconds.
 MP0143
 MP0143.The orthometric height was determined by differential leveling
 MP0143.and adjusted by the National Geodetic Survey in June 1991..
 MP0143
 MP0143.The geoid height was determined by GEOID03.
 MP0143
 MP0143.The dynamic height is computed by dividing the NAVD 88
 MP0143.geopotential number by the normal gravity value computed on the
 MP0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0143.degrees latitude (g = 980.6199 gals.).
 MP0143
 MP0143.The modeled gravity was interpolated from observed gravity values.
 MP0143
 MP0143;                    North         East    Units  Estimated Accuracy
 MP0143;SPC WYEC     -   175,580.      437,500.      MT  (+/- 180 meters Scaled)
 MP0143
 MP0143                          SUPERSEDED SURVEY CONTROL
 MP0143
 MP0143  NGVD 29 (??/??/92) 2613.591  (m)         8574.76   (f) ADJ UNCH    2 0
 MP0143
 MP0143.Superseded values are not recommended for survey control.
 MP0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0143.See file dsdata.txt to determine how the superseded data were derived.
 MP0143
 MP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF417604(NAD 83)
 MP0143_MARKER: DD = SURVEY DISK
 MP0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0143_SP_SET: CULVERT
 MP0143_STAMPING: 8572.85 1929
 MP0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0143
 MP0143  HISTORY     - Date     Condition        Report By
 MP0143  HISTORY     - 1929     MONUMENTED       BPR
 MP0143
 MP0143                          STATION DESCRIPTION
 MP0143
 MP0143'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1929
 MP0143'6.0 MI W FROM ENCAMPMENT.
 MP0143'6.0 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 0.2 MILE WEST OF
 MP0143'A TRAIL LEADING NORTH, AT THE MIDDLE OF AN S-CURVE, AT A CONCRETE
 MP0143'CULVERT, AND IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL.  A U.S.
 MP0143'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 8572.85 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0541 ***********************************************************************
 MP0541  DESIGNATION -  8612 VA
 MP0541  PID         -  MP0541
 MP0541  STATE/COUNTY-  WY/CARBON
 MP0541  USGS QUAD   -  ELKHORN POINT (1983)
 MP0541
 MP0541                         *CURRENT SURVEY CONTROL
 MP0541  ___________________________________________________________________
 MP0541* NAD 83(1993)-  41 03 55.43904(N)    106 24 21.71105(W)     ADJUSTED  
 MP0541* NAVD 88     -      2627.8    (meters)    8621.     (feet)  VERTCON   
 MP0541  ___________________________________________________________________
 MP0541  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 MP0541  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 MP0541
 MP0541  HORZ ORDER  -  THIRD
 MP0541
 MP0541.The horizontal coordinates were established by classical geodetic methods
 MP0541.and adjusted by the National Geodetic Survey in January 1997..
 MP0541
 MP0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0541
 MP0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0541
 MP0541.The geoid height was determined by GEOID03.
 MP0541
 MP0541;                    North         East     Units Scale Factor Converg.
 MP0541;SPC WYEC     -   163,197.883   477,937.200   MT  1.00001223   +0 36 33.1
 MP0541;UTM  13      - 4,546,969.400   381,865.965   MT  0.99977176   -0 55 25.5
 MP0541
 MP0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0541!SPC WYEC     -   0.99958969  x   1.00001223  =   0.99960191
 MP0541!UTM  13      -   0.99958969  x   0.99977176  =   0.99936154
 MP0541
 MP0541:                Primary Azimuth Mark                     Grid Az
 MP0541:SPC WYEC     -  PARKVIEW HILL                            171 56 17.4
 MP0541:UTM  13      -  PARKVIEW HILL                            173 28 16.0
 MP0541
 MP0541|---------------------------------------------------------------------|
 MP0541| PID    Reference Object                     Distance      Geod. Az  |
 MP0541|                                                           dddmmss.s |
 MP0541| MP0540 PARKVIEW HILL                       APPROX. 4.9 KM 1723250.5 |
 MP0541|---------------------------------------------------------------------|
 MP0541
 MP0541                          SUPERSEDED SURVEY CONTROL
 MP0541
 MP0541  NAD 83(1993)-  41 03 55.43453(N)    106 24 21.71073(W) AD(       ) 3
 MP0541  NAD 83(1986)-  41 03 55.43547(N)    106 24 21.70726(W) AD(       ) 3
 MP0541  NAD 27      -  41 03 55.55755(N)    106 24 19.61038(W) AD(       ) 3
 MP0541  NGVD 29 (07/19/86) 2626.5    (m)         8617.     (f) VERT ANG       
 MP0541
 MP0541.Superseded values are not recommended for survey control.
 MP0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0541.See file dsdata.txt to determine how the superseded data were derived.
 MP0541
 MP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF8186646969(NAD 83)
 MP0541_MARKER: DD = SURVEY DISK
 MP0541_SETTING: 0 = UNSPECIFIED SETTING
 MP0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0541
 MP0541  HISTORY     - Date     Condition        Report By
 MP0541  HISTORY     - 1959     MONUMENTED       USGS
 MP0541
 MP0541                          STATION DESCRIPTION
 MP0541
 MP0541'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0541'STATION LOCATED IN CARBON COUNTY, WYOMING, ABOUT 19 MI. (AIRLINE) E.
 MP0541'AND 9.5 MI. S. OF RIVERSIDE (ENCAMPMENT JUNCTION), ABOUT 5.5 MI. N.
 MP0541'OF THE COLORADO-WYOMING STATE LINE, AND ABOUT 1.5 MI. NE. OF STATE
 MP0541'HIGHWAY 230, ON A PROMINENT TOP KNOWN AS ELKHORN POINT.
 MP0541'
 MP0541'TO REACH THE STATION FROM RIVERSIDE, ENCAMPMENT JUNCTION, PROCEED
 MP0541'23.1 MI. E. AND SE. ALONG STATE HIGHWAY 230 TO GATE AND RD. LEFT,
 MP0541'TURN LEFT AND GO 0.5 MI., NE., TO RD. FORK, TURN LEFT FOR 0.75 MI.
 MP0541'TO DIM RD. FORK LEADING TO A GATE IN USFS BOUNDARY FENCE, ANOTHER
 MP0541'0.05 MI., CONTINUE 0.75 MI. AROUND THE SOUTHERN PART OF HILL TO
 MP0541'SADDLE.  LEAVE RD., LEFT, AND GO 0.3 MI. TO TOP OF HILL AND THE
 MP0541'STATION, 4 FT. S. OF ROCK CAIRN (NOTE--A FOUR WHEEL DRIVE VEHICLE
 MP0541'REQUIRED FOR THIS LAST PORTION OF DESCRIPTION).
 MP0541'
 MP0541'STATION MARK--STANDARD USGS TABLET, CEMENTED IN OUTCROPPING,
 MP0541'STAMPED ---VA 8612 - ELKHORN 1959---.  (AN OLD SURVEY TABLET
 MP0541'RECOVERED AND USED IN 1959 CONTROL OPERATIONS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1271 ***********************************************************************
 MO1271  DESIGNATION -  8668=GALE
 MO1271  PID         -  MO1271
 MO1271  STATE/COUNTY-  WY/ALBANY
 MO1271  USGS QUAD   -  BEST RANCH (1978)
 MO1271
 MO1271                         *CURRENT SURVEY CONTROL
 MO1271  ___________________________________________________________________
 MO1271* NAD 83(1993)-  41 02 41.71135(N)    105 35 25.28436(W)     ADJUSTED  
 MO1271* NAVD 88     -      2643.65   (+/-2cm)    8673.4    (feet)  VERTCON   
 MO1271  ___________________________________________________________________
 MO1271  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 MO1271  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 MO1271
 MO1271  HORZ ORDER  -  SECOND
 MO1271  VERT ORDER  -  THIRD ? (See Below)
 MO1271
 MO1271.The horizontal coordinates were established by classical geodetic methods
 MO1271.and adjusted by the National Geodetic Survey in January 1997..
 MO1271
 MO1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1271.The vertical order pertains to the NGVD 29 superseded value.
 MO1271
 MO1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1271
 MO1271.The geoid height was determined by GEOID03.
 MO1271
 MO1271;                    North         East     Units Scale Factor Converg.
 MO1271;SPC WY E     -    60,595.783   164,379.148   MT  0.99995311   -0 16 41.6
 MO1271;UTM  13      - 4,543,911.460   450,383.693   MT  0.99963030   -0 23 15.6
 MO1271
 MO1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1271!SPC WY E     -   0.99958731  x   0.99995311  =   0.99954044
 MO1271!UTM  13      -   0.99958731  x   0.99963030  =   0.99921776
 MO1271
 MO1271:                Primary Azimuth Mark                     Grid Az
 MO1271:SPC WY E     -  PORTLAND KANSAS CITY AWY BCN 9           085 47 31.7
 MO1271:UTM  13      -  PORTLAND KANSAS CITY AWY BCN 9           085 54 05.7
 MO1271
 MO1271|---------------------------------------------------------------------|
 MO1271| PID    Reference Object                     Distance      Geod. Az  |
 MO1271|                                                           dddmmss.s |
 MO1271| MO1229 PORTLAND KANSAS CITY AWY BCN 9      APPROX. 9.6 KM 0853050.1 |
 MO1271|---------------------------------------------------------------------|
 MO1271
 MO1271                          SUPERSEDED SURVEY CONTROL
 MO1271
 MO1271  NAD 83(1993)-  41 02 41.70172(N)    105 35 25.28061(W) AD(       ) 2
 MO1271  NAD 83(1986)-  41 02 41.70063(N)    105 35 25.28073(W) AD(       ) 2
 MO1271  NAD 27      -  41 02 41.76700(N)    105 35 23.30700(W) AD(       ) 2
 MO1271  NGVD 29 (07/19/86) 2642.44   (m)         8669.4    (f) LEVELING    3  
 MO1271
 MO1271.Superseded values are not recommended for survey control.
 MO1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1271.See file dsdata.txt to determine how the superseded data were derived.
 MO1271
 MO1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5038443911(NAD 83)
 MO1271_MARKER: DD = SURVEY DISK
 MO1271_SETTING: 66 = SET IN ROCK OUTCROP
 MO1271_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MO1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1271+STABILITY: POSITION/ELEVATION WELL
 MO1271
 MO1271  HISTORY     - Date     Condition        Report By
 MO1271  HISTORY     - 1948     MONUMENTED       USGS
 MO1271  HISTORY     - 1947     GOOD             USGS
 MO1271  HISTORY     - 1948     GOOD             CGS
 MO1271  HISTORY     - 1962     GOOD             USGS
 MO1271
 MO1271                          STATION DESCRIPTION
 MO1271
 MO1271'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MO1271'STATION LOCATED ON PROMINENT, ROCKY PEAK NEAR THE NORTH END OF
 MO1271'BOULDER RIDGE, ABOUT 18 MILES AIRLINE SOUTH OF LARAMIE, 9 MILES
 MO1271'AIRLINE SOUTHWEST OF THE SIDING.
 MO1271'
 MO1271'TO REACH FROM POST OFFICE IN LARAMIE, GO WEST FOR 1 BLOCK.  TURN
 MO1271'LEFT, SOUTH, AND FOLLOW U.S. HIGHWAY 287 FOR 17.65 MILES TO
 MO1271'CROSSROAD, JUST AFTER PASSING A TEXACO SERVICE STATION ON
 MO1271'RIGHT.  TURN RIGHT, ON DIRT ROAD AND GO SOUTHWESTERLY FOR 3.1
 MO1271'MILES TO FORK.  KEEP RIGHT FORK AND GO 1.65 MILE TO FORK AND
 MO1271'RANCH HOUSE.  KEEP RIGHT FORK AND GO 0.9
 MO1271'MILE TO TOP OF HILL.  TURN RIGHT, LEAVING ROAD AND GO NORTH
 MO1271'FOR 0.1 MILE TO END OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT
 MO1271'100 YARDS TO HIGHEST POINT AND STATION FALL.  A
 MO1271'5 MINUTE PACK.
 MO1271'
 MO1271'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY TRIANGULATION
 MO1271'DISK, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 30 INCHES
 MO1271'HIGHER THAN STATION FALL, PROJECTS 12 INCHES, AND STAMPED, 8668 VA.
 MO1271
 MO1271                          STATION RECOVERY (1947)
 MO1271
 MO1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (GDF)
 MO1271'RECOVERED AND REFERENCE MARKS SET AND REDESCRIBED AS FOLLOWS
 MO1271'
 MO1271'TO REACH FROM OLD LARAMIE POST OFFICE, GO 18.2 MI. S. ON U.S. HIGHWAY
 MO1271'287 TO SIDE RD., TURN RIGHT (W.) AND GO 3.3 MI. TO FORK, TURN RIGHT
 MO1271'AND GO 2.7 MI. TO DIM FORK RIGHT AT WHICH POINT STATION IS ON HIGH
 MO1271'KNOLL N., LEAVE RD. AND GO UP E. SIDE OF HILLS TO SADDLE, ABOUT 100
 MO1271'FT. E. OF STATION.
 MO1271
 MO1271                          STATION RECOVERY (1948)
 MO1271
 MO1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 MO1271'A PROMINENT ROCKY PEAK NEAR THE N. END OF BOULDER RIDGE, ABOUT 1-1/2
 MO1271'MI. N. OF COLORADO-WYOMING BOUNDARY LINE.  ABOUT 9 MI. SW. OF TIE
 MO1271'SIDING AND 500 YDS. N. OF RD. FROM THERE TO NORTH PARK, VIA BOULDER
 MO1271'RIDGE.  ABOUT 5 MI. NW. OF WELL KNOWN ROCKY PEAK, CALLED DIAMOND PEAK.
 MO1271'
 MO1271'RECOVERED BY NGS IN 1948 AND USED AS REFERENCE MARK NO. 4 FOR ---FALL
 MO1271'(USC AND GS 1948)---.
 MO1271'
 MO1271'STATION MARK--BRONZE USGS TABLET, CEMENTED IN SOLID ROCK, STAMPED
 MO1271'---8668 VA---.
 MO1271'
 MO1271'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET, STAMPED
 MO1271'---GALE NO. 1---, 22.87 FT. FROM STATION, N 22 DEG 28 MIN E.
 MO1271'
 MO1271'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET, STAMPED
 MO1271'---GALE NO. 2---, 22.95 FT. FROM STATION, S 32 DEG 55 MIN E.
 MO1271
 MO1271                          STATION RECOVERY (1962)
 MO1271
 MO1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MO1271'A PROMINENT ROCKY PEAK NEAR THE N. END OF BOULDER RIDGE ABOUT 1-1/2
 MO1271'MI. N. OF COLORADO-WYOMING BOUNDARY LINE.  ABOUT 9 MI. SW. OF TIE
 MO1271'SIDING AND 500 YDS. N. OF RD. FROM THERE TO NORTH PARK, VIA BOULDER
 MO1271'RIDGE.  ABOUT 5 MI. NW. OF WELL KNOWN ROCKY PEAK CALLED DIAMOND PEAK.
 MO1271'
 MO1271'REFERENCE MARKS SET BY USGS IN 1947.  REDESCRIBED AS FOLLOWS
 MO1271'
 MO1271'TO REACH FROM OLD LARAMIE POST OFFICE, GO 18.2 MI. S. ON U.S HIGHWAY
 MO1271'287 TO SIDE RD., TURN RIGHT (W.) AND GO 3.3 MI. TO FORK, TURN RIGHT
 MO1271'AND GO 2.7 MI. TO DIM FORK RIGHT AT WHICH POINT STATION IS ON HIGH
 MO1271'KNOLL N., LEAVE RD. AND GO UP E. SIDE OF HILLS TO SADDLE ABOUT 100
 MO1271'FT. E. OF STATION.
 MO1271'
 MO1271'USED AS REFERENCE MARK NO. 4 FOR --FALL
 MO1271'(NGS 1948)--.
 MO1271'
 MO1271'STATION MARK--BRONZE USGS TABLET CEMENTED IN SOLID ROCK, STAMPED
 MO1271'---8668 VA---.
 MO1271'
 MO1271'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET, 22.87 FT.
 MO1271'FROM STATION, N 22 DEG 29 MIN E, STAMPED ---GALE NO. 1---.
 MO1271'
 MO1271'REFERENCE MARK NO. 2--STANDRAD USGS REFERENCE TABLET, 22.95 FT.
 MO1271'FROM STATION, S 32 DEG 55 MIN E, STAMPED ---GALE NO. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0100 ***********************************************************************
 MP0100  DESIGNATION -  8775
 MP0100  PID         -  MP0100
 MP0100  STATE/COUNTY-  WY/ALBANY
 MP0100  USGS QUAD   -  FOXPARK (1992)
 MP0100
 MP0100                         *CURRENT SURVEY CONTROL
 MP0100  ___________________________________________________________________
 MP0100* NAD 83(1986)-  41 00 34.     (N)    106 10 14.     (W)     SCALED    
 MP0100* NAVD 88     -      2676.668  (meters)    8781.70   (feet)  ADJUSTED  
 MP0100  ___________________________________________________________________
 MP0100  GEOID HEIGHT-         -10.90  (meters)                     GEOID03
 MP0100  DYNAMIC HT  -        2673.973 (meters)    8772.86  (feet)  COMP
 MP0100  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 MP0100
 MP0100  VERT ORDER  -  FIRST     CLASS II
 MP0100
 MP0100.The horizontal coordinates were scaled from a topographic map and have
 MP0100.an estimated accuracy of +/- 6 seconds.
 MP0100
 MP0100.The orthometric height was determined by differential leveling
 MP0100.and adjusted by the National Geodetic Survey in June 1991..
 MP0100
 MP0100.The geoid height was determined by GEOID03.
 MP0100
 MP0100.The dynamic height is computed by dividing the NAVD 88
 MP0100.geopotential number by the normal gravity value computed on the
 MP0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0100.degrees latitude (g = 980.6199 gals.).
 MP0100
 MP0100.The modeled gravity was interpolated from observed gravity values.
 MP0100
 MP0100;                    North         East    Units  Estimated Accuracy
 MP0100;SPC WY E     -    57,060.      115,550.      MT  (+/- 180 meters Scaled)
 MP0100
 MP0100                          SUPERSEDED SURVEY CONTROL
 MP0100
 MP0100  NGVD 29 (??/??/92) 2675.335  (m)         8777.33   (f) ADJ UNCH    1 2
 MP0100
 MP0100.Superseded values are not recommended for survey control.
 MP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0100.See file dsdata.txt to determine how the superseded data were derived.
 MP0100
 MP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF015404(NAD 83)
 MP0100_MARKER: P = PIPE CAP
 MP0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0100_STAMPING: NO 14 8775 LARAMIE
 MP0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0100
 MP0100  HISTORY     - Date     Condition        Report By
 MP0100  HISTORY     - UNK      MONUMENTED       USGS
 MP0100  HISTORY     - 1956     GOOD             NGS
 MP0100
 MP0100                          STATION DESCRIPTION
 MP0100
 MP0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0100'9.6 MI S FROM FOXPARK.
 MP0100'9.2 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0100'RAILROAD FROM THE STATION AT FOXPARK, THENCE 0.2 MILE NORTHWEST ALONG
 MP0100'A GRAVELED ROAD, THENCE 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 230,
 MP0100'0.1 MILE NORTHEAST OF THE STORE AT MOUNTAIN HOME, 154 FEET NORTHWEST
 MP0100'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTER LINE OF
 MP0100'A TRACK ROAD, 2 FEET EAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3
 MP0100'1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, IN
 MP0100'SECTION 17, TOWNSHIP 12 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0310 ***********************************************************************
 MP0310  DESIGNATION -  8943.6
 MP0310  PID         -  MP0310
 MP0310  STATE/COUNTY-  WY/CARBON
 MP0310  USGS QUAD   -  BRIDGER PEAK (1983)
 MP0310
 MP0310                         *CURRENT SURVEY CONTROL
 MP0310  ___________________________________________________________________
 MP0310* NAD 83(1986)-  41 09 05.     (N)    107 02 54.     (W)     SCALED    
 MP0310* NAVD 88     -      2727.620  (meters)    8948.87   (feet)  ADJUSTED  
 MP0310  ___________________________________________________________________
 MP0310  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 MP0310  DYNAMIC HT  -        2724.914 (meters)    8939.99  (feet)  COMP
 MP0310  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 MP0310
 MP0310  VERT ORDER  -  SECOND    CLASS 0
 MP0310
 MP0310.The horizontal coordinates were scaled from a topographic map and have
 MP0310.an estimated accuracy of +/- 6 seconds.
 MP0310
 MP0310.The orthometric height was determined by differential leveling
 MP0310.and adjusted by the National Geodetic Survey in June 1991..
 MP0310
 MP0310.The geoid height was determined by GEOID03.
 MP0310
 MP0310.The dynamic height is computed by dividing the NAVD 88
 MP0310.geopotential number by the normal gravity value computed on the
 MP0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0310.degrees latitude (g = 980.6199 gals.).
 MP0310
 MP0310.The modeled gravity was interpolated from observed gravity values.
 MP0310
 MP0310;                    North         East    Units  Estimated Accuracy
 MP0310;SPC WYEC     -   172,370.      423,920.      MT  (+/- 180 meters Scaled)
 MP0310
 MP0310                          SUPERSEDED SURVEY CONTROL
 MP0310
 MP0310  NGVD 29 (??/??/92) 2726.257  (m)         8944.39   (f) ADJ UNCH    2 0
 MP0310
 MP0310.Superseded values are not recommended for survey control.
 MP0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0310.See file dsdata.txt to determine how the superseded data were derived.
 MP0310
 MP0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF281575(NAD 83)
 MP0310_MARKER: N = NAIL
 MP0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0310_SP_SET: TREE
 MP0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0310
 MP0310  HISTORY     - Date     Condition        Report By
 MP0310  HISTORY     - UNK      MONUMENTED       USGS
 MP0310  HISTORY     - 1934     GOOD             NGS
 MP0310
 MP0310                          STATION DESCRIPTION
 MP0310
 MP0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0310'17.8 MI W FROM ENCAMPMENT.
 MP0310'17.8 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 4.6 MILES EAST
 MP0310'OF COPPERTON, 3.8 MILES WEST OF RAMBLER, AT THE SOUTHWEST END OF AN
 MP0310'EXTERNAL CURVE, ABOUT 400 FEET SOUTHWEST OF A WOODEN BRIDGE OVER
 MP0310'HASKINS CREEK, 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN THE
 MP0310'ROOT ON THE NORTH SIDE OF A 10-INCH PINE TREE.  A U.S. GEOLOGICAL
 MP0310'SURVEY STANDARD COPPER NAIL AND WASHER, PAINTED U S B M 8943.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0142 ***********************************************************************
 MP0142  DESIGNATION -  8957.6
 MP0142  PID         -  MP0142
 MP0142  STATE/COUNTY-  WY/CARBON
 MP0142  USGS QUAD   -  RED MOUNTAIN (1983)
 MP0142
 MP0142                         *CURRENT SURVEY CONTROL
 MP0142  ___________________________________________________________________
 MP0142* NAD 83(1986)-  41 10 06.     (N)    106 54 41.     (W)     SCALED    
 MP0142* NAVD 88     -      2732.025  (meters)    8963.32   (feet)  ADJUSTED  
 MP0142  ___________________________________________________________________
 MP0142  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 MP0142  DYNAMIC HT  -        2729.304 (meters)    8954.39  (feet)  COMP
 MP0142  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 MP0142
 MP0142  VERT ORDER  -  SECOND    CLASS 0
 MP0142
 MP0142.The horizontal coordinates were scaled from a topographic map and have
 MP0142.an estimated accuracy of +/- 6 seconds.
 MP0142
 MP0142.The orthometric height was determined by differential leveling
 MP0142.and adjusted by the National Geodetic Survey in June 1991..
 MP0142
 MP0142.The geoid height was determined by GEOID03.
 MP0142
 MP0142.The dynamic height is computed by dividing the NAVD 88
 MP0142.geopotential number by the normal gravity value computed on the
 MP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0142.degrees latitude (g = 980.6199 gals.).
 MP0142
 MP0142.The modeled gravity was interpolated from observed gravity values.
 MP0142
 MP0142;                    North         East    Units  Estimated Accuracy
 MP0142;SPC WYEC     -   174,300.      435,410.      MT  (+/- 180 meters Scaled)
 MP0142
 MP0142                          SUPERSEDED SURVEY CONTROL
 MP0142
 MP0142  NGVD 29 (??/??/92) 2730.648  (m)         8958.80   (f) ADJ UNCH    2 0
 MP0142
 MP0142.Superseded values are not recommended for survey control.
 MP0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0142.See file dsdata.txt to determine how the superseded data were derived.
 MP0142
 MP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF396592(NAD 83)
 MP0142_MARKER: DD = SURVEY DISK
 MP0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0142_SP_SET: CULVERT
 MP0142_STAMPING: 8957.6 1928
 MP0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0142
 MP0142  HISTORY     - Date     Condition        Report By
 MP0142  HISTORY     - 1928     MONUMENTED       BPR
 MP0142
 MP0142                          STATION DESCRIPTION
 MP0142
 MP0142'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 MP0142'8.0 MI W FROM ENCAMPMENT.
 MP0142'8.0 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, AT A CULVERT, IN
 MP0142'THE TOP OF A CONCRETE HEADWALL, AND 15 FEET SOUTHWEST OF THE
 MP0142'CENTERLINE OF THE HIGHWAY.  A U.S. BUREAU OF PUBLIC ROADS STANDARD
 MP0142'DISK, STAMPED 8957.6 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0598 ***********************************************************************
 PV0598  DESIGNATION -  9 GRS
 PV0598  PID         -  PV0598
 PV0598  STATE/COUNTY-  WY/CAMPBELL
 PV0598  USGS QUAD   -  SPOTTED HORSE (1971)
 PV0598
 PV0598                         *CURRENT SURVEY CONTROL
 PV0598  ___________________________________________________________________
 PV0598* NAD 83(1986)-  44 42 29.     (N)    105 47 32.     (W)     SCALED    
 PV0598* NAVD 88     -      1250.913  (meters)    4104.04   (feet)  POSTED    
 PV0598  ___________________________________________________________________
 PV0598  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 PV0598  DYNAMIC HT  -        1250.480 (meters)    4102.62  (feet)  COMP
 PV0598  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 PV0598
 PV0598  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0598
 PV0598.The horizontal coordinates were scaled from a topographic map and have
 PV0598.an estimated accuracy of +/- 6 seconds.
 PV0598
 PV0598.The orthometric height was determined by differential leveling
 PV0598.and adjusted by the National Geodetic Survey in 1992..
 PV0598.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0598.rate of 0.0 thru 1.0 mm/km.
 PV0598
 PV0598.The geoid height was determined by GEOID03.
 PV0598
 PV0598.The dynamic height is computed by dividing the NAVD 88
 PV0598.geopotential number by the normal gravity value computed on the
 PV0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0598.degrees latitude (g = 980.6199 gals.).
 PV0598
 PV0598.The modeled gravity was interpolated from observed gravity values.
 PV0598
 PV0598;                    North         East    Units  Estimated Accuracy
 PV0598;SPC WY E     -   467,610.      150,430.      MT  (+/- 180 meters Scaled)
 PV0598
 PV0598                          SUPERSEDED SURVEY CONTROL
 PV0598
 PV0598.No superseded survey control is available for this station.
 PV0598
 PV0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK372508(NAD 83)
 PV0598_MARKER: DB = BENCH MARK DISK
 PV0598_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0598_SP_SET: COPPER-CLAD STEEL ROD
 PV0598_STAMPING: 9 GRS 1971
 PV0598_MARK LOGO: USGS  
 PV0598_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0598+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0598
 PV0598  HISTORY     - Date     Condition        Report By
 PV0598  HISTORY     - 1971     MONUMENTED       USGS
 PV0598
 PV0598                          STATION DESCRIPTION
 PV0598
 PV0598'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0598'FROM THE RECLUSE, WYOMING POST OFFICE, PROCEED 4.9 MILES SOUTH ALONG
 PV0598'RECLUSE ROAD TO A JUNCTION WITH U.S. HIGHWAY 14 AND 16, THENCE 3.5
 PV0598'MILES NORTHWEST ALONG U.S. HIGHWAY 14 AND 16, 100 FEET NORTH AND 19
 PV0598'FEET EAST OF AND 2 FEET HIGHER THAN A T-JUNCTION, 1 FOOT NORTH AND 1
 PV0598'FOOT EAST OF A FENCE CORNER, 2 FEET WEST OF A WITNESS POST, SET IN A
 PV0598'COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0066 ***********************************************************************
 NR0066  DESIGNATION -  9 HA
 NR0066  PID         -  NR0066
 NR0066  STATE/COUNTY-  WY/CARBON
 NR0066  USGS QUAD   -  T B RANCH (1961)
 NR0066
 NR0066                         *CURRENT SURVEY CONTROL
 NR0066  ___________________________________________________________________
 NR0066* NAD 83(1986)-  42 01 50.     (N)    106 11 09.     (W)     SCALED    
 NR0066* NAVD 88     -      2084.724  (meters)    6839.63   (feet)  ADJUSTED  
 NR0066  ___________________________________________________________________
 NR0066  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 NR0066  DYNAMIC HT  -        2082.986 (meters)    6833.93  (feet)  COMP
 NR0066  MODELED GRAV-     979,714.2   (mgal)                       NAVD 88
 NR0066
 NR0066  VERT ORDER  -  SECOND    CLASS 0
 NR0066
 NR0066.The horizontal coordinates were scaled from a topographic map and have
 NR0066.an estimated accuracy of +/- 6 seconds.
 NR0066
 NR0066.The orthometric height was determined by differential leveling
 NR0066.and adjusted by the National Geodetic Survey in June 1991..
 NR0066
 NR0066.The geoid height was determined by GEOID03.
 NR0066
 NR0066.The dynamic height is computed by dividing the NAVD 88
 NR0066.geopotential number by the normal gravity value computed on the
 NR0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0066.degrees latitude (g = 980.6199 gals.).
 NR0066
 NR0066.The modeled gravity was interpolated from observed gravity values.
 NR0066
 NR0066;                    North         East    Units  Estimated Accuracy
 NR0066;SPC WYEC     -   270,610.      495,020.      MT  (+/- 180 meters Scaled)
 NR0066
 NR0066                          SUPERSEDED SURVEY CONTROL
 NR0066
 NR0066  NGVD 29 (??/??/92) 2083.596  (m)         6835.93   (f) ADJ UNCH    2 0
 NR0066
 NR0066.Superseded values are not recommended for survey control.
 NR0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0066.See file dsdata.txt to determine how the superseded data were derived.
 NR0066
 NR0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG018538(NAD 83)
 NR0066_MARKER: DD = SURVEY DISK
 NR0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0066_STAMPING: 9 HA 1948
 NR0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0066+STABILITY: SURFACE MOTION
 NR0066
 NR0066  HISTORY     - Date     Condition        Report By
 NR0066  HISTORY     - 1948     MONUMENTED       USGS
 NR0066  HISTORY     - 1959     GOOD             NGS
 NR0066
 NR0066                          STATION DESCRIPTION
 NR0066
 NR0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0066'10.65 MI N FROM MEDICINE BOW.
 NR0066'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0066'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 10.45 MILES NORTH ALONG
 NR0066'A PAVED ROAD, 98 FEET EAST OF THE CENTER LINE OF THE ROAD, IN SECTION
 NR0066'28, R 78 W, T 24 N, 85 FEET EAST OF THE EAST END OF A CATTLE GUARD,
 NR0066'1.7 FEET SOUTH OF A FENCE, 1.3 FEET WEST OF A METAL WITNESS POST,
 NR0066'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 NR0066'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0173 ***********************************************************************
 OV0173  DESIGNATION -  9 JR
 OV0173  PID         -  OV0173
 OV0173  STATE/COUNTY-  WY/FREMONT
 OV0173  USGS QUAD   -  LYSITE SE (1952)
 OV0173
 OV0173                         *CURRENT SURVEY CONTROL
 OV0173  ___________________________________________________________________
 OV0173* NAD 83(1986)-  43 22 17.     (N)    107 34 21.     (W)     SCALED    
 OV0173* NAVD 88     -      1772.692  (meters)    5815.91   (feet)  ADJUSTED  
 OV0173  ___________________________________________________________________
 OV0173  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 OV0173  DYNAMIC HT  -        1771.561 (meters)    5812.20  (feet)  COMP
 OV0173  MODELED GRAV-     979,919.1   (mgal)                       NAVD 88
 OV0173
 OV0173  VERT ORDER  -  SECOND    CLASS 0
 OV0173
 OV0173.The horizontal coordinates were scaled from a topographic map and have
 OV0173.an estimated accuracy of +/- 6 seconds.
 OV0173
 OV0173.The orthometric height was determined by differential leveling
 OV0173.and adjusted by the National Geodetic Survey in June 1991..
 OV0173
 OV0173.The geoid height was determined by GEOID03.
 OV0173
 OV0173.The dynamic height is computed by dividing the NAVD 88
 OV0173.geopotential number by the normal gravity value computed on the
 OV0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0173.degrees latitude (g = 980.6199 gals.).
 OV0173
 OV0173.The modeled gravity was interpolated from observed gravity values.
 OV0173
 OV0173;                    North         East    Units  Estimated Accuracy
 OV0173;SPC WYWC     -   319,590.      695,430.      MT  (+/- 180 meters Scaled)
 OV0173
 OV0173                          SUPERSEDED SURVEY CONTROL
 OV0173
 OV0173  NGVD 29 (??/??/92) 1771.685  (m)         5812.60   (f) ADJ UNCH    2 0
 OV0173
 OV0173.Superseded values are not recommended for survey control.
 OV0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0173.See file dsdata.txt to determine how the superseded data were derived.
 OV0173
 OV0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ915052(NAD 83)
 OV0173_MARKER: DD = SURVEY DISK
 OV0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0173_STAMPING: 9 JR 1950 5813
 OV0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0173+STABILITY: SURFACE MOTION
 OV0173
 OV0173  HISTORY     - Date     Condition        Report By
 OV0173  HISTORY     - 1950     MONUMENTED       USGS
 OV0173  HISTORY     - 1966     GOOD             NGS
 OV0173
 OV0173                          STATION DESCRIPTION
 OV0173
 OV0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0173'10.55 MI NE FROM LYSITE.
 OV0173'10.55 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0173'AND QUINCY RAILROAD STATION AT LYSITE, AT THE JUNCTION OF A DIRT ROAD
 OV0173'SOUTH AND A DIM TRACK ROAD NORTHEAST, 54 FEET EAST OF THE CENTER LINE
 OV0173'OF THE ROAD, 72 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK ROAD,
 OV0173'1.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 OV0173'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0803 ***********************************************************************
 PY0803  DESIGNATION -  9 MDC
 PY0803  PID         -  PY0803
 PY0803  STATE/COUNTY-  WY/TETON
 PY0803  USGS QUAD   -  WEST THUMB (1986)
 PY0803
 PY0803                         *CURRENT SURVEY CONTROL
 PY0803  ___________________________________________________________________
 PY0803* NAD 83(1986)-  44 24 19.     (N)    110 34 10.     (W)     SCALED    
 PY0803* NAVD 88     -      2375.017  (meters)    7792.03   (feet)  ADJUSTED  
 PY0803  ___________________________________________________________________
 PY0803  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 PY0803  DYNAMIC HT  -        2373.422 (meters)    7786.80  (feet)  COMP
 PY0803  MODELED GRAV-     979,860.7   (mgal)                       NAVD 88
 PY0803
 PY0803  VERT ORDER  -  FIRST     CLASS II
 PY0803
 PY0803.The horizontal coordinates were scaled from a topographic map and have
 PY0803.an estimated accuracy of +/- 6 seconds.
 PY0803
 PY0803.The orthometric height was determined by differential leveling
 PY0803.and adjusted by the National Geodetic Survey in June 1991..
 PY0803
 PY0803.The geoid height was determined by GEOID03.
 PY0803
 PY0803.The dynamic height is computed by dividing the NAVD 88
 PY0803.geopotential number by the normal gravity value computed on the
 PY0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0803.degrees latitude (g = 980.6199 gals.).
 PY0803
 PY0803.The modeled gravity was interpolated from observed gravity values.
 PY0803
 PY0803;                    North         East    Units  Estimated Accuracy
 PY0803;SPC WY W     -   533,890.      761,280.      MT  (+/- 180 meters Scaled)
 PY0803
 PY0803                          SUPERSEDED SURVEY CONTROL
 PY0803
 PY0803  NGVD 29 (08/20/92) 2373.630  (m)         7787.48   (f) ADJUSTED    1 2
 PY0803
 PY0803.Superseded values are not recommended for survey control.
 PY0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0803.See file dsdata.txt to determine how the superseded data were derived.
 PY0803
 PY0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ342169(NAD 83)
 PY0803_MARKER: DB = BENCH MARK DISK
 PY0803_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0803+WITH SETTING: PAVEMENT
 PY0803_SP_SET: BRIDGE GUARDRAIL
 PY0803_STAMPING: 9 MDC 1977 7787
 PY0803_MARK LOGO: USGS  
 PY0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0803+STABILITY: SURFACE MOTION
 PY0803
 PY0803  HISTORY     - Date     Condition        Report By
 PY0803  HISTORY     - 1977     MONUMENTED       USGS
 PY0803  HISTORY     - 1987     GOOD             NGS
 PY0803
 PY0803                          STATION DESCRIPTION
 PY0803
 PY0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0803'1.6 KM (1.00 MI) NORTH FROM GRANT VILLAGE.
 PY0803'1.6 KM (1.00 MI) NORTHERLY ALONG THE SOUTH ENTRANCE ROAD FROM THE
 PY0803'JUNCTION OF GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, IN TOP OF
 PY0803'THE NORTHWEST GUARDRAIL OF A HIGHWAY BRIDGE SPANNING BIG THUMB CREEK,
 PY0803'AND 6.2 M (20.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0803'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0967 ***********************************************************************
 PY0967  DESIGNATION -  9 MDC
 PY0967  PID         -  PY0967
 PY0967  STATE/COUNTY-  WY/PARK
 PY0967  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0967
 PY0967                         *CURRENT SURVEY CONTROL
 PY0967  ___________________________________________________________________
 PY0967* NAD 83(1986)-  44 43 26.     (N)    110 31 27.     (W)     SCALED    
 PY0967* NAVD 88     -      2487.698  (meters)    8161.72   (feet)  ADJUSTED  
 PY0967  ___________________________________________________________________
 PY0967  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0967  DYNAMIC HT  -        2486.107 (meters)    8156.50  (feet)  COMP
 PY0967  MODELED GRAV-     979,887.5   (mgal)                       NAVD 88
 PY0967
 PY0967  VERT ORDER  -  FIRST     CLASS II
 PY0967
 PY0967.The horizontal coordinates were scaled from a topographic map and have
 PY0967.an estimated accuracy of +/- 6 seconds.
 PY0967
 PY0967.The orthometric height was determined by differential leveling
 PY0967.and adjusted by the National Geodetic Survey in June 1991..
 PY0967
 PY0967.The geoid height was determined by GEOID03.
 PY0967
 PY0967.The dynamic height is computed by dividing the NAVD 88
 PY0967.geopotential number by the normal gravity value computed on the
 PY0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0967.degrees latitude (g = 980.6199 gals.).
 PY0967
 PY0967.The modeled gravity was interpolated from observed gravity values.
 PY0967
 PY0967;                    North         East    Units  Estimated Accuracy
 PY0967;SPC WYWC     -   470,710.      459,450.      MT  (+/- 180 meters Scaled)
 PY0967
 PY0967                          SUPERSEDED SURVEY CONTROL
 PY0967
 PY0967  NGVD 29 (08/20/92) 2486.337  (m)         8157.26   (f) ADJUSTED    1 2
 PY0967
 PY0967.Superseded values are not recommended for survey control.
 PY0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0967.See file dsdata.txt to determine how the superseded data were derived.
 PY0967
 PY0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ376523(NAD 83)
 PY0967_MARKER: DB = BENCH MARK DISK
 PY0967_SETTING: 80 = SET IN A BOULDER
 PY0967_SP_SET: BOULDER
 PY0967_STAMPING: 9 MDC 1976 8157
 PY0967_MARK LOGO: USGS  
 PY0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0967+STABILITY: SURFACE MOTION
 PY0967
 PY0967  HISTORY     - Date     Condition        Report By
 PY0967  HISTORY     - 1976     MONUMENTED       USGS
 PY0967  HISTORY     - 1987     GOOD             NGS
 PY0967
 PY0967                          STATION DESCRIPTION
 PY0967
 PY0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0967'3.4 KM (2.10 MI) WEST FROM CANYON VILLAGE.
 PY0967'3.4 KM (2.10 MI) WESTERLY ALONG NORRIS JUNCTION HIGHWAY FROM THE
 PY0967'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR THE CENTER OF A 2
 PY0967'BY 3 FOOT FLAT BOULDER THAT IS FLUSH WITH THE GROUND SURFACE, AT THE
 PY0967'CREST OF A HILL, AND 15.7 M (51.5 FT) NORTHWEST OF THE CENTERLINE OF
 PY0967'THE HIGHWAY.
 PY0967'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0907 ***********************************************************************
 PY0907  DESIGNATION -  9 RDS
 PY0907  PID         -  PY0907
 PY0907  STATE/COUNTY-  WY/PARK
 PY0907  USGS QUAD   -  BEACH LAKE (1986)
 PY0907
 PY0907                         *CURRENT SURVEY CONTROL
 PY0907  ___________________________________________________________________
 PY0907* NAD 83(1986)-  44 36 31.     (N)    110 35 09.     (W)     SCALED    
 PY0907* NAVD 88     -      2418.669  (meters)    7935.25   (feet)  ADJUSTED  
 PY0907  ___________________________________________________________________
 PY0907  GEOID HEIGHT-          -8.67  (meters)                     GEOID03
 PY0907  DYNAMIC HT  -        2417.067 (meters)    7929.99  (feet)  COMP
 PY0907  MODELED GRAV-     979,867.8   (mgal)                       NAVD 88
 PY0907
 PY0907  VERT ORDER  -  FIRST     CLASS II
 PY0907
 PY0907.The horizontal coordinates were scaled from a topographic map and have
 PY0907.an estimated accuracy of +/- 6 seconds.
 PY0907
 PY0907.The orthometric height was determined by differential leveling
 PY0907.and adjusted by the National Geodetic Survey in June 1991..
 PY0907
 PY0907.The geoid height was determined by GEOID03.
 PY0907
 PY0907.The dynamic height is computed by dividing the NAVD 88
 PY0907.geopotential number by the normal gravity value computed on the
 PY0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0907.degrees latitude (g = 980.6199 gals.).
 PY0907
 PY0907.The modeled gravity was interpolated from observed gravity values.
 PY0907
 PY0907;                    North         East    Units  Estimated Accuracy
 PY0907;SPC WYWC     -   458,010.      454,280.      MT  (+/- 180 meters Scaled)
 PY0907
 PY0907                          SUPERSEDED SURVEY CONTROL
 PY0907
 PY0907  NGVD 29 (08/20/92) 2417.278  (m)         7930.69   (f) ADJUSTED    1 2
 PY0907
 PY0907.Superseded values are not recommended for survey control.
 PY0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0907.See file dsdata.txt to determine how the superseded data were derived.
 PY0907
 PY0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ328395(NAD 83)
 PY0907_MARKER: DB = BENCH MARK DISK
 PY0907_SETTING: 80 = SET IN A BOULDER
 PY0907_SP_SET: BOULDER
 PY0907_STAMPING: 9 RDS 1955
 PY0907_MARK LOGO: USGS  
 PY0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0907+STABILITY: SURFACE MOTION
 PY0907
 PY0907  HISTORY     - Date     Condition        Report By
 PY0907  HISTORY     - 1955     MONUMENTED       USGS
 PY0907  HISTORY     - 1987     GOOD             NGS
 PY0907
 PY0907                          STATION DESCRIPTION
 PY0907
 PY0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0907'23.1 KM (14.35 MI) SW FROM CANYON JUNCTION.
 PY0907'10.9 KM (6.75 MI) SOUTH ALONG THE MAIN ROAD FROM CANYON JUNCTION,
 PY0907'THENCE 13.2 KM (8.20 MI) WESTERLY ALONG TROUT CREEK TRAIL (OLD FIRE
 PY0907'ROAD TO MARY LAKE), CEMENTED IN A DRILL HOLE IN TOP OF A SMALL
 PY0907'IMBEDDED BOULDER WHICH PROJECTS 6-INCHES, APPROXIMATELY 113.0 M
 PY0907'(370.7 FT) SOUTHEAST OF A POINT WHERE THE TRAIL CROSSES ALUM CREEK,
 PY0907'22.2 M (72.8 FT) SOUTH-SOUTHWEST OF THE TRAIL CENTER, AND 7.9 M (25.9
 PY0907'FT) EAST OF THE EDGE OF A RIDGE ABOUT 60 FEET ABOVE ALUM CREEK.
 PY0907'THE MARK IS 0.6 M BELOW THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0467 ***********************************************************************
 OU0467  DESIGNATION -  9 RGB
 OU0467  PID         -  OU0467
 OU0467  STATE/COUNTY-  WY/WESTON
 OU0467  USGS QUAD   -  LION CREEK (1982)
 OU0467
 OU0467                         *CURRENT SURVEY CONTROL
 OU0467  ___________________________________________________________________
 OU0467* NAD 83(1986)-  43 35 47.     (N)    104 59 25.     (W)     SCALED    
 OU0467* NAVD 88     -      1401.142  (meters)    4596.91   (feet)  POSTED    
 OU0467  ___________________________________________________________________
 OU0467  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 OU0467  DYNAMIC HT  -        1400.440 (meters)    4594.61  (feet)  COMP
 OU0467  MODELED GRAV-     980,071.3   (mgal)                       NAVD 88
 OU0467
 OU0467  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0467
 OU0467.The horizontal coordinates were scaled from a topographic map and have
 OU0467.an estimated accuracy of +/- 6 seconds.
 OU0467
 OU0467.The orthometric height was determined by differential leveling
 OU0467.and adjusted by the National Geodetic Survey in 1992..
 OU0467.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0467.rate of 0.0 thru 1.0 mm/km.
 OU0467
 OU0467.The geoid height was determined by GEOID03.
 OU0467
 OU0467.The dynamic height is computed by dividing the NAVD 88
 OU0467.geopotential number by the normal gravity value computed on the
 OU0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0467.degrees latitude (g = 980.6199 gals.).
 OU0467
 OU0467.The modeled gravity was interpolated from observed gravity values.
 OU0467
 OU0467;                    North         East    Units  Estimated Accuracy
 OU0467;SPC WY E     -   343,920.      214,240.      MT  (+/- 180 meters Scaled)
 OU0467
 OU0467                          SUPERSEDED SURVEY CONTROL
 OU0467
 OU0467.No superseded survey control is available for this station.
 OU0467
 OU0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ007270(NAD 83)
 OU0467_MARKER: DB = BENCH MARK DISK
 OU0467_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0467_SP_SET: COPPER-CLAD STEEL ROD
 OU0467_STAMPING: 9 RGB 1971
 OU0467_MARK LOGO: USGS  
 OU0467_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0467+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0467
 OU0467  HISTORY     - Date     Condition        Report By
 OU0467  HISTORY     - 1971     MONUMENTED       USGS
 OU0467
 OU0467                          STATION DESCRIPTION
 OU0467
 OU0467'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0467'FROM BILL, WYOMING, PROCEED APPOXIMATELY 21 MILES NORTHEAST ALONG
 OU0467'DULL CENTER ROAD, THENCE 6.0 MILES NORTH ALONG ROCHELLE HILLS ROAD,
 OU0467'THENCE 5.9 MILES EAST AND NORTH ALONG KEYTON ROAD TO A T-ROAD NORTH,
 OU0467'THENCE 2.2 MILES NORTH ALONG A FENCE TO A GATE AND DIM TRAIL
 OU0467'NORTHEAST-SOUTHWEST, THENCE 0.7 MILES NORTH.  OR, FROM CLARETON,
 OU0467'WYOMING, PROCEED 13.7 MILES WEST ALONG STATE HIGHWAY 450, THENCE 9.6
 OU0467'MILES SOUTHWEST ALONG PINEY CANYON ROAD TO A T-ROAD EAST HEADING TO
 OU0467'SPENCER RANCH, THENCE 3.0 MILES EAST TO A WINDMILL, SET IN A
 OU0467'COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0879 ***********************************************************************
 MR0879  DESIGNATION -  9 SC
 MR0879  PID         -  MR0879
 MR0879  STATE/COUNTY-  WY/LINCOLN
 MR0879  USGS QUAD   -  GRAHAM RESERVOIR (1980)
 MR0879
 MR0879                         *CURRENT SURVEY CONTROL
 MR0879  ___________________________________________________________________
 MR0879* NAD 83(1986)-  41 53 38.     (N)    110 15 33.     (W)     SCALED    
 MR0879* NAVD 88     -      2044.829  (meters)    6708.74   (feet)  ADJUSTED  
 MR0879  ___________________________________________________________________
 MR0879  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 MR0879  DYNAMIC HT  -        2043.086 (meters)    6703.02  (feet)  COMP
 MR0879  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 MR0879
 MR0879  VERT ORDER  -  THIRD
 MR0879
 MR0879.The horizontal coordinates were scaled from a topographic map and have
 MR0879.an estimated accuracy of +/- 6 seconds.
 MR0879
 MR0879.The orthometric height was determined by differential leveling
 MR0879.and adjusted by the National Geodetic Survey in December 1993..
 MR0879
 MR0879.The geoid height was determined by GEOID03.
 MR0879
 MR0879.The dynamic height is computed by dividing the NAVD 88
 MR0879.geopotential number by the normal gravity value computed on the
 MR0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0879.degrees latitude (g = 980.6199 gals.).
 MR0879
 MR0879.The modeled gravity was interpolated from observed gravity values.
 MR0879
 MR0879;                    North         East    Units  Estimated Accuracy
 MR0879;SPC WY W     -   254,810.      785,410.      MT  (+/- 180 meters Scaled)
 MR0879
 MR0879                          SUPERSEDED SURVEY CONTROL
 MR0879
 MR0879.No superseded survey control is available for this station.
 MR0879
 MR0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM614382(NAD 83)
 MR0879_MARKER: DB = BENCH MARK DISK
 MR0879_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0879_SP_SET: COPPER-CLAD STEEL ROD
 MR0879_STAMPING: 9 SC 1969
 MR0879_MARK LOGO: USGS  
 MR0879_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0879+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0879
 MR0879  HISTORY     - Date     Condition        Report By
 MR0879  HISTORY     - 1969     MONUMENTED       USGS
 MR0879
 MR0879                          STATION DESCRIPTION
 MR0879
 MR0879'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0879'FROM OPAL, WYOMING RAILROAD STATION, PROCEED 9.4 MILES NORTH ALONG
 MR0879'STATE ROAD 1208 AT A HILL TOP, 18 FEET SOUTHERLY AND 76 FEET WESTERLY
 MR0879'AND PERPENDICULAR OF THE CENTERLINE OF THE HIGHWAY AT A TRACK ROAD
 MR0879'CROSSING, ENCASED IN AN 8 INCH TILE AND NEAR A STEEL FENCE POST AND
 MR0879'SIGN, SET IN A COPPER-CLAD STEEL ROD DRIVEN 9.0 FEET AND FLUSH WITH
 MR0879'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0499 ***********************************************************************
 OU0499  DESIGNATION -  9 SJS
 OU0499  PID         -  OU0499
 OU0499  STATE/COUNTY-  WY/CONVERSE
 OU0499  USGS QUAD   -  COLTER DRAW (1970)
 OU0499
 OU0499                         *CURRENT SURVEY CONTROL
 OU0499  ___________________________________________________________________
 OU0499* NAD 83(1986)-  43 12 53.     (N)    105 02 03.     (W)     SCALED    
 OU0499* NAVD 88     -      1381.179  (meters)    4531.42   (feet)  ADJUSTED  
 OU0499  ___________________________________________________________________
 OU0499  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 OU0499  DYNAMIC HT  -        1380.426 (meters)    4528.95  (feet)  COMP
 OU0499  MODELED GRAV-     980,027.1   (mgal)                       NAVD 88
 OU0499
 OU0499  VERT ORDER  -  THIRD
 OU0499
 OU0499.The horizontal coordinates were scaled from a topographic map and have
 OU0499.an estimated accuracy of +/- 6 seconds.
 OU0499
 OU0499.The orthometric height was determined by differential leveling
 OU0499.and adjusted by the National Geodetic Survey in December 1993..
 OU0499
 OU0499.The geoid height was determined by GEOID03.
 OU0499
 OU0499.The dynamic height is computed by dividing the NAVD 88
 OU0499.geopotential number by the normal gravity value computed on the
 OU0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0499.degrees latitude (g = 980.6199 gals.).
 OU0499
 OU0499.The modeled gravity was interpolated from observed gravity values.
 OU0499
 OU0499;                    North         East    Units  Estimated Accuracy
 OU0499;SPC WY E     -   301,520.      210,770.      MT  (+/- 180 meters Scaled)
 OU0499
 OU0499                          SUPERSEDED SURVEY CONTROL
 OU0499
 OU0499.No superseded survey control is available for this station.
 OU0499
 OU0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH972846(NAD 83)
 OU0499_MARKER: DB = BENCH MARK DISK
 OU0499_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0499+WITH SETTING: INFORMATION.
 OU0499_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0499_STAMPING: 9 SJS 1970
 OU0499_MARK LOGO: USGS  
 OU0499_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0499
 OU0499  HISTORY     - Date     Condition        Report By
 OU0499  HISTORY     - 1970     MONUMENTED       USGS
 OU0499
 OU0499                          STATION DESCRIPTION
 OU0499
 OU0499'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0499'FROM BILL, WY, PROCEED 12.7 MILES (20.4 KM) EAST ALONG ROAD TO THE
 OU0499'KETELSEN RANCH, THENCE PROCEED 3.4 MILES (5.5 KM) WEST ALONG THE ROAD
 OU0499'TO BILL FROM THE KETELSEN RANCH HEADQUARTERS, IN THE NW 1/4 OF S.4,
 OU0499'T.37 N., R.68 W., 36 FEET (11.0 M) NORTH AND 42 FEET (12.8 M) EAST OF
 OU0499'THE ROAD, AT THE TOP OF A SMALL GRADE WHERE THE ROAD SLOPES DOWN TO
 OU0499'THE SOUTHEAST, ON THE SOUTHEAST TOP OF A SMALL RIDGE, ENCASED BY A
 OU0499'6-INCH WHITE PLASTIC PIPE, AND SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0347 ***********************************************************************
 NS0347  DESIGNATION -  9 TET
 NS0347  PID         -  NS0347
 NS0347  STATE/COUNTY-  WY/SWEETWATER
 NS0347  USGS QUAD   -  TWELVEMILE KNOLL (1980)
 NS0347
 NS0347                         *CURRENT SURVEY CONTROL
 NS0347  ___________________________________________________________________
 NS0347* NAD 83(1986)-  42 08 42.     (N)    109 44 31.     (W)     SCALED    
 NS0347* NAVD 88     -      2111.406  (meters)    6927.17   (feet)  ADJUSTED  
 NS0347  ___________________________________________________________________
 NS0347  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NS0347  DYNAMIC HT  -        2109.627 (meters)    6921.33  (feet)  COMP
 NS0347  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 NS0347
 NS0347  VERT ORDER  -  THIRD
 NS0347
 NS0347.The horizontal coordinates were scaled from a topographic map and have
 NS0347.an estimated accuracy of +/- 6 seconds.
 NS0347
 NS0347.The orthometric height was determined by differential leveling
 NS0347.and adjusted by the National Geodetic Survey in December 1993..
 NS0347
 NS0347.The geoid height was determined by GEOID03.
 NS0347
 NS0347.The dynamic height is computed by dividing the NAVD 88
 NS0347.geopotential number by the normal gravity value computed on the
 NS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0347.degrees latitude (g = 980.6199 gals.).
 NS0347
 NS0347.The modeled gravity was interpolated from observed gravity values.
 NS0347
 NS0347;                    North         East    Units  Estimated Accuracy
 NS0347;SPC WYWC     -   183,160.      518,010.      MT  (+/- 180 meters Scaled)
 NS0347
 NS0347                          SUPERSEDED SURVEY CONTROL
 NS0347
 NS0347.No superseded survey control is available for this station.
 NS0347
 NS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM039666(NAD 83)
 NS0347_MARKER: DB = BENCH MARK DISK
 NS0347_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0347_SP_SET: COPPER-CLAD STEEL ROD
 NS0347_STAMPING: 9 TET 1968
 NS0347_MARK LOGO: USGS  
 NS0347_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0347+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0347
 NS0347  HISTORY     - Date     Condition        Report By
 NS0347  HISTORY     - 1968     MONUMENTED       USGS
 NS0347
 NS0347                          STATION DESCRIPTION
 NS0347
 NS0347'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0347'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0347'14.9 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD
 NS0347'NUMBER 4242) NEAR THE NORTHWEST 1/4 CORNER OF SECTION 18/TOWNSHIP 25
 NS0347'NORTH/RANGE 108 WEST, AT A BEND IN THE ROAD, 45 FEET NORTH AND ABOUT
 NS0347'THE SAME ELEVATION AS THE ROAD, 130 FEET EAST ALONG THE NORTH EDGE
 NS0347'TANGENT AND ITS INTERSECTION WITH A TRACK ROAD WEST, SET IN A
 NS0347'COPPER-CLAD STEEL ROD AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0428 ***********************************************************************
 MO0428  DESIGNATION -  9 WEW
 MO0428  PID         -  MO0428
 MO0428  STATE/COUNTY-  WY/LARAMIE
 MO0428  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0428
 MO0428                         *CURRENT SURVEY CONTROL
 MO0428  ___________________________________________________________________
 MO0428* NAD 83(1986)-  41 39 08.     (N)    105 15 26.     (W)     SCALED    
 MO0428* NAVD 88     -      2189.371  (meters)    7182.96   (feet)  ADJUSTED  
 MO0428  ___________________________________________________________________
 MO0428  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 MO0428  DYNAMIC HT  -        2187.635 (meters)    7177.27  (feet)  COMP
 MO0428  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 MO0428
 MO0428  VERT ORDER  -  SECOND    CLASS 0
 MO0428
 MO0428.The horizontal coordinates were scaled from a topographic map and have
 MO0428.an estimated accuracy of +/- 6 seconds.
 MO0428
 MO0428.The orthometric height was determined by differential leveling
 MO0428.and adjusted by the National Geodetic Survey in June 1991..
 MO0428
 MO0428.The geoid height was determined by GEOID03.
 MO0428
 MO0428.The dynamic height is computed by dividing the NAVD 88
 MO0428.geopotential number by the normal gravity value computed on the
 MO0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0428.degrees latitude (g = 980.6199 gals.).
 MO0428
 MO0428.The modeled gravity was interpolated from observed gravity values.
 MO0428
 MO0428;                    North         East    Units  Estimated Accuracy
 MO0428;SPC WY E     -   127,960.      192,460.      MT  (+/- 180 meters Scaled)
 MO0428
 MO0428                          SUPERSEDED SURVEY CONTROL
 MO0428
 MO0428  NGVD 29 (??/??/92) 2188.425  (m)         7179.86   (f) ADJ UNCH    2 0
 MO0428
 MO0428.Superseded values are not recommended for survey control.
 MO0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0428.See file dsdata.txt to determine how the superseded data were derived.
 MO0428
 MO0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG785111(NAD 83)
 MO0428_MARKER: DD = SURVEY DISK
 MO0428_SETTING: 80 = SET IN A BOULDER
 MO0428_SP_SET: RED GRANITE BOULDER
 MO0428_STAMPING: 9 WEW 1953 7179
 MO0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0428+STABILITY: SURFACE MOTION
 MO0428
 MO0428  HISTORY     - Date     Condition        Report By
 MO0428  HISTORY     - 1953     MONUMENTED       USGS
 MO0428  HISTORY     - 1966     GOOD             NGS
 MO0428
 MO0428                          STATION DESCRIPTION
 MO0428
 MO0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0428'8.6 MI NW FROM FARTHING.
 MO0428'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0428'AND SOUTHERN RAILROIAD STATION AT FARTHING, THENCE 6.75 MILES
 MO0428'NORTHWEST ALONG A PRIVATE ROAD, 0.15 MILE SOUTH OF THE JUNCTION
 MO0428'OF A TRACK ROAD EAST, NEAR AN EAST-WEST FENCE LINE, IN THE TOP
 MO0428'OF A SMALL RED GRANITE BOULDER PROJECTING ABOUT 1/2 FOOT,
 MO0428'28 FEET WEST OF THE CENTER LINE OF THE ROAD, 89 FEET SOUTH-SOUTHWEST
 MO0428'OF THE WEST END OF A GATE, 3.0 FEET WEST OF A WITNESS POST,
 MO0428'AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0563 ***********************************************************************
 MP0563  DESIGNATION -  9151 VA
 MP0563  PID         -  MP0563
 MP0563  STATE/COUNTY-  WY/CARBON
 MP0563  USGS QUAD   -  GUNST RESERVOIR (1983)
 MP0563
 MP0563                         *CURRENT SURVEY CONTROL
 MP0563  ___________________________________________________________________
 MP0563* NAD 83(1993)-  41 08 55.84915(N)    106 44 46.95409(W)     ADJUSTED  
 MP0563* NAVD 88     -      2789.9    (meters)    9153.     (feet)  VERTCON   
 MP0563  ___________________________________________________________________
 MP0563  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 MP0563  GEOID HEIGHT-         -11.24  (meters)                     GEOID03
 MP0563
 MP0563  HORZ ORDER  -  THIRD
 MP0563
 MP0563.The horizontal coordinates were established by classical geodetic methods
 MP0563.and adjusted by the National Geodetic Survey in January 1997..
 MP0563
 MP0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0563
 MP0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0563
 MP0563.The geoid height was determined by GEOID03.
 MP0563
 MP0563;                    North         East     Units Scale Factor Converg.
 MP0563;SPC WYEC     -   172,216.355   449,269.526   MT  0.99996737   +0 23 10.4
 MP0563;UTM  13      - 4,556,750.530   353,454.917   MT  0.99986431   -1 08 57.7
 MP0563
 MP0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0563!SPC WYEC     -   0.99956433  x   0.99996737  =   0.99953171
 MP0563!UTM  13      -   0.99956433  x   0.99986431  =   0.99942870
 MP0563
 MP0563:                Primary Azimuth Mark                     Grid Az
 MP0563:SPC WYEC     -  ENCAMPMENT                               297 42 31.7
 MP0563:UTM  13      -  ENCAMPMENT                               299 14 39.8
 MP0563
 MP0563|---------------------------------------------------------------------|
 MP0563| PID    Reference Object                     Distance      Geod. Az  |
 MP0563|                                                           dddmmss.s |
 MP0563| MP0564 ENCAMPMENT                          APPROX. 7.6 KM 2980542.1 |
 MP0563|---------------------------------------------------------------------|
 MP0563
 MP0563                          SUPERSEDED SURVEY CONTROL
 MP0563
 MP0563  NAD 83(1986)-  41 08 55.84420(N)    106 44 46.94886(W) AD(       ) 3
 MP0563  NAD 27      -  41 08 55.97268(N)    106 44 44.83616(W) AD(       ) 3
 MP0563  NGVD 29 (07/19/86) 2788.6    (m)         9149.     (f) VERT ANG       
 MP0563
 MP0563.Superseded values are not recommended for survey control.
 MP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0563.See file dsdata.txt to determine how the superseded data were derived.
 MP0563
 MP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5345556751(NAD 83)
 MP0563_MARKER: DD = SURVEY DISK
 MP0563_SETTING: 66 = SET IN ROCK OUTCROP
 MP0563_SP_SET: SET IN ROCK OUTCROP
 MP0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0563+STABILITY: POSITION/ELEVATION WELL
 MP0563
 MP0563  HISTORY     - Date     Condition        Report By
 MP0563  HISTORY     - 1959     MONUMENTED       USGS
 MP0563
 MP0563                          STATION DESCRIPTION
 MP0563
 MP0563'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0563'STATION IS LOCATED ABOUT 4 MI. (AIRLINE) SE. OF ENCAMPMENT, WYOMING.
 MP0563'ON THE N. END OF A HIGH BARE RIDGE WHICH LIES BETWEEN EAST COTTONWOOD
 MP0563'CREEK AND E. FORK CHEROKEE CREEK, ABOUT 1 MI. N. OF PURGATORY GULCH,
 MP0563'APPROXIMATELY 1/2 MI. N. OF THE RD. TO BLACKHALL LOOKOUT TOWER, IN
 MP0563'SEC. 29, R 83 W, T 14 N.
 MP0563'
 MP0563'STATION MARK--STANDARD USGS TABLET, SET IN ROCK, STAMPED ---VA
 MP0563'9151---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0702 ***********************************************************************
 MO0702  DESIGNATION -  92
 MO0702  PID         -  MO0702
 MO0702  STATE/COUNTY-  WY/ALBANY
 MO0702  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO0702
 MO0702                         *CURRENT SURVEY CONTROL
 MO0702  ___________________________________________________________________
 MO0702* NAD 83(1986)-  41 39 19.     (N)    105 47 05.     (W)     SCALED    
 MO0702* NAVD 88     -      2171.942  (meters)    7125.78   (feet)  ADJUSTED  
 MO0702  ___________________________________________________________________
 MO0702  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 MO0702  DYNAMIC HT  -        2170.099 (meters)    7119.73  (feet)  COMP
 MO0702  MODELED GRAV-     979,695.9   (mgal)                       NAVD 88
 MO0702
 MO0702  VERT ORDER  -  FIRST     CLASS II
 MO0702
 MO0702.The horizontal coordinates were scaled from a topographic map and have
 MO0702.an estimated accuracy of +/- 6 seconds.
 MO0702
 MO0702.The orthometric height was determined by differential leveling
 MO0702.and adjusted by the National Geodetic Survey in June 1991..
 MO0702
 MO0702.The geoid height was determined by GEOID03.
 MO0702
 MO0702.The dynamic height is computed by dividing the NAVD 88
 MO0702.geopotential number by the normal gravity value computed on the
 MO0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0702.degrees latitude (g = 980.6199 gals.).
 MO0702
 MO0702.The modeled gravity was interpolated from observed gravity values.
 MO0702
 MO0702;                    North         East    Units  Estimated Accuracy
 MO0702;SPC WY E     -   128,480.      148,520.      MT  (+/- 180 meters Scaled)
 MO0702
 MO0702                          SUPERSEDED SURVEY CONTROL
 MO0702
 MO0702  NGVD 29 (??/??/92) 2170.87   (m)         7122.3    (f) COMPUTED    1 2
 MO0702
 MO0702.Superseded values are not recommended for survey control.
 MO0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0702.See file dsdata.txt to determine how the superseded data were derived.
 MO0702
 MO0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG346118(NAD 83)
 MO0702_MARKER: DB = BENCH MARK DISK
 MO0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0702_STAMPING: 92
 MO0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0702+STABILITY: SURFACE MOTION
 MO0702
 MO0702  HISTORY     - Date     Condition        Report By
 MO0702  HISTORY     - UNK      MONUMENTED       WYGS
 MO0702  HISTORY     - 1947     GOOD             NGS
 MO0702  HISTORY     - 19650901 MARK NOT FOUND   LOCENG
 MO0702
 MO0702                          STATION DESCRIPTION
 MO0702
 MO0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0702'1.3 MI SE FROM LOOKOUT.
 MO0702'1.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0702'STATION AT LOOKOUT, APPROXIMATELY 345 YARDS NORTHEAST OF THE
 MO0702'CENTER LINE OF THE NORTHEAST TRACK AT A POINT SIXTEEN POLES
 MO0702'SOUTHEAST OF MILEPOST 593, 196.0 FEET NORTHEAST OF THE CENTER
 MO0702'LINE OF U.S. HIGHWAY 30, 2.0 FEET NORTH OF A REFERENCE POST,
 MO0702'ON TOP OF A HILL, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 MO0702'0.1 FOOT ABOVE THE GROUND.
 MO0702
 MO0702                          STATION RECOVERY (1965)
 MO0702
 MO0702'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 MO0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0703 ***********************************************************************
 MO0703  DESIGNATION -  92 RESET
 MO0703  PID         -  MO0703
 MO0703  STATE/COUNTY-  WY/ALBANY
 MO0703  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO0703
 MO0703                         *CURRENT SURVEY CONTROL
 MO0703  ___________________________________________________________________
 MO0703* NAD 83(1986)-  41 39 19.     (N)    105 47 05.     (W)     SCALED    
 MO0703* NAVD 88     -      2166.85   (+/-2cm)    7109.1    (feet)  VERTCON   
 MO0703  ___________________________________________________________________
 MO0703  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 MO0703
 MO0703  VERT ORDER  -  THIRD (See Below)
 MO0703
 MO0703.The horizontal coordinates were scaled from a topographic map and have
 MO0703.an estimated accuracy of +/- 6 seconds.
 MO0703
 MO0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO0703.The vertical order pertains to the NGVD 29 superseded value.
 MO0703
 MO0703.The geoid height was determined by GEOID03.
 MO0703
 MO0703;                    North         East    Units  Estimated Accuracy
 MO0703;SPC WY E     -   128,480.      148,520.      MT  (+/- 180 meters Scaled)
 MO0703
 MO0703                          SUPERSEDED SURVEY CONTROL
 MO0703
 MO0703  NGVD 29 (03/28/06) 2165.78   (m)         7105.6    (f) RESET       3  
 MO0703
 MO0703.Superseded values are not recommended for survey control.
 MO0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0703.See file dsdata.txt to determine how the superseded data were derived.
 MO0703
 MO0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG346118(NAD 83)
 MO0703_MARKER: DD = SURVEY DISK
 MO0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0703_STAMPING: 92 RESET 1965
 MO0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0703+STABILITY: SURFACE MOTION
 MO0703
 MO0703  HISTORY     - Date     Condition        Report By
 MO0703  HISTORY     - 1965     MONUMENTED       LOCENG
 MO0703  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0703  HISTORY     - 19990823 MARK NOT FOUND   WYDT
 MO0703
 MO0703                          STATION DESCRIPTION
 MO0703
 MO0703'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 MO0703'1.3 MI SE FROM LOOKOUT.
 MO0703'ABOUT 1.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILWAY FROM
 MO0703'THE STATION AT LOOKOUT, APPROXIMATELY 345 YARDS NORTHEAST
 MO0703'OF THE CENTER LINE OF THE NORTHEAST TRACK AT A POINT SIXTEEN
 MO0703'POLES SOUTHEAST OF MILEPOST 593, 100 FEET NORTHEAST OF THE
 MO0703'CENTERLINE OF RECONSTRUCTED U.S. HIGHWAY 30 (STATE PROJECT 5587
 MO0703'CONSTRUCTED 1965).  20 FEET SOUTHWEST OF EAST HIGHWAY RIGHT-OF-WAY
 MO0703'FENCE, SET ON TOP OF CONCRETE POST AND PROJECTS 0.8 FEET ABOVE
 MO0703'THE GROUND.
 MO0703
 MO0703                          STATION RECOVERY (1983)
 MO0703
 MO0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0703'MARK NOT FOUND.
 MO0703
 MO0703                          STATION RECOVERY (1999)
 MO0703
 MO0703'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0703'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0703'307-777-3819
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0299 ***********************************************************************
 PW0299  DESIGNATION -  9211
 PW0299  PID         -  PW0299
 PW0299  STATE/COUNTY-  WY/WASHAKIE
 PW0299  USGS QUAD   -  POWDER RIVER PASS (1993)
 PW0299
 PW0299                         *CURRENT SURVEY CONTROL
 PW0299  ___________________________________________________________________
 PW0299* NAD 83(1986)-  44 08 54.     (N)    107 07 15.     (W)     SCALED    
 PW0299* NAVD 88     -      2811.748  (meters)    9224.88   (feet)  ADJUSTED  
 PW0299  ___________________________________________________________________
 PW0299  GEOID HEIGHT-          -8.73  (meters)                     GEOID03
 PW0299  DYNAMIC HT  -        2809.984 (meters)    9219.09  (feet)  COMP
 PW0299  MODELED GRAV-     979,885.5   (mgal)                       NAVD 88
 PW0299
 PW0299  VERT ORDER  -  FIRST     CLASS II
 PW0299
 PW0299.The horizontal coordinates were scaled from a topographic map and have
 PW0299.an estimated accuracy of +/- 6 seconds.
 PW0299
 PW0299.The orthometric height was determined by differential leveling
 PW0299.and adjusted by the National Geodetic Survey in June 1991..
 PW0299
 PW0299.The geoid height was determined by GEOID03.
 PW0299
 PW0299.The dynamic height is computed by dividing the NAVD 88
 PW0299.geopotential number by the normal gravity value computed on the
 PW0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0299.degrees latitude (g = 980.6199 gals.).
 PW0299
 PW0299.The modeled gravity was interpolated from observed gravity values.
 PW0299
 PW0299;                    North         East    Units  Estimated Accuracy
 PW0299;SPC WYEC     -   505,250.      417,000.      MT  (+/- 180 meters Scaled)
 PW0299
 PW0299                          SUPERSEDED SURVEY CONTROL
 PW0299
 PW0299  NGVD 29 (??/??/92) 2810.751  (m)         9221.61   (f) ADJ UNCH    1 2
 PW0299
 PW0299.Superseded values are not recommended for survey control.
 PW0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0299.See file dsdata.txt to determine how the superseded data were derived.
 PW0299
 PW0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ303905(NAD 83)
 PW0299_MARKER: DD = SURVEY DISK
 PW0299_SETTING: 80 = SET IN A BOULDER
 PW0299_STAMPING: 9211 SHER.
 PW0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0299+STABILITY: SURFACE MOTION
 PW0299
 PW0299  HISTORY     - Date     Condition        Report By
 PW0299  HISTORY     - UNK      MONUMENTED       USGS
 PW0299  HISTORY     - 1934     GOOD             NGS
 PW0299
 PW0299                          STATION DESCRIPTION
 PW0299
 PW0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0299'26.2 MI NE FROM TEN SLEEP.
 PW0299'26.2 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0299'COUNTY, 0.7 MILE SOUTH ALONG A ROAD LEADING OFF FROM THE HIGHWAY, 0.2
 PW0299'MILE SOUTHWEST OF THE WASHAKIE-JOHNSON COUNTY LINE, 0.5 MILE SOUTHWEST
 PW0299'OF A LOG CABIN ON THE SUMMIT OF A HILL, 12.4 FEET SOUTHWEST OF TWIN
 PW0299'25-INCH PINE TREES, 26.1 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 PW0299'AND IN THE TOP OF A GRANITE BOULDER BESIDE A MOUND OF ROCKS. A UNITED
 PW0299'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 9211 SHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0313 ***********************************************************************
 MP0313  DESIGNATION -  9283.41
 MP0313  PID         -  MP0313
 MP0313  STATE/COUNTY-  WY/CARBON
 MP0313  USGS QUAD   -  BRIDGER PEAK (1983)
 MP0313
 MP0313                         *CURRENT SURVEY CONTROL
 MP0313  ___________________________________________________________________
 MP0313* NAD 83(1986)-  41 09 44.     (N)    107 01 15.     (W)     SCALED    
 MP0313* NAVD 88     -      2831.135  (meters)    9288.48   (feet)  ADJUSTED  
 MP0313  ___________________________________________________________________
 MP0313  GEOID HEIGHT-         -11.20  (meters)                     GEOID03
 MP0313  DYNAMIC HT  -        2828.293 (meters)    9279.16  (feet)  COMP
 MP0313  MODELED GRAV-     979,515.2   (mgal)                       NAVD 88
 MP0313
 MP0313  VERT ORDER  -  SECOND    CLASS 0
 MP0313
 MP0313.The horizontal coordinates were scaled from a topographic map and have
 MP0313.an estimated accuracy of +/- 6 seconds.
 MP0313
 MP0313.The orthometric height was determined by differential leveling
 MP0313.and adjusted by the National Geodetic Survey in June 1991..
 MP0313
 MP0313.The geoid height was determined by GEOID03.
 MP0313
 MP0313.The dynamic height is computed by dividing the NAVD 88
 MP0313.geopotential number by the normal gravity value computed on the
 MP0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0313.degrees latitude (g = 980.6199 gals.).
 MP0313
 MP0313.The modeled gravity was interpolated from observed gravity values.
 MP0313
 MP0313;                    North         East    Units  Estimated Accuracy
 MP0313;SPC WYEC     -   173,580.      426,230.      MT  (+/- 180 meters Scaled)
 MP0313
 MP0313                          SUPERSEDED SURVEY CONTROL
 MP0313
 MP0313  NGVD 29 (??/??/92) 2829.751  (m)         9283.94   (f) ADJ UNCH    2 0
 MP0313
 MP0313.Superseded values are not recommended for survey control.
 MP0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0313.See file dsdata.txt to determine how the superseded data were derived.
 MP0313
 MP0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF304587(NAD 83)
 MP0313_MARKER: Q = CHISELED SQUARE
 MP0313_SETTING: 80 = SET IN A BOULDER
 MP0313_SP_SET: BOULDER
 MP0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0313+STABILITY: SURFACE MOTION
 MP0313
 MP0313  HISTORY     - Date     Condition        Report By
 MP0313  HISTORY     - UNK      MONUMENTED       USGS
 MP0313  HISTORY     - 1934     GOOD             NGS
 MP0313
 MP0313                          STATION DESCRIPTION
 MP0313
 MP0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0313'15.9 MI W FROM ENCAMPMENT.
 MP0313'15.9 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 6.5 MILES EAST
 MP0313'OF COPPERTON, 1.9 MILES NORTHWEST OF RAMBLER, 37 FEET NORTHEAST OF A
 MP0313'DRAIN OVER THE FORK OF SMITH CREEK, 22 FEET NORTH OF THE CENTERLINE OF
 MP0313'THE ROAD, AND ON THE TOP OF A BOULDER.  A CHISELED SQUARE, PAINTED U S
 MP0313'B M 9283.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0701 ***********************************************************************
 MO0701  DESIGNATION -  93
 MO0701  PID         -  MO0701
 MO0701  STATE/COUNTY-  WY/ALBANY
 MO0701  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO0701
 MO0701                         *CURRENT SURVEY CONTROL
 MO0701  ___________________________________________________________________
 MO0701* NAD 83(1986)-  41 39 00.     (N)    105 46 48.     (W)     SCALED    
 MO0701* NAVD 88     -      2162.608  (meters)    7095.16   (feet)  ADJUSTED  
 MO0701  ___________________________________________________________________
 MO0701  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 MO0701  DYNAMIC HT  -        2160.773 (meters)    7089.14  (feet)  COMP
 MO0701  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 MO0701
 MO0701  VERT ORDER  -  FIRST     CLASS II
 MO0701
 MO0701.The horizontal coordinates were scaled from a topographic map and have
 MO0701.an estimated accuracy of +/- 6 seconds.
 MO0701
 MO0701.The orthometric height was determined by differential leveling
 MO0701.and adjusted by the National Geodetic Survey in June 1991..
 MO0701
 MO0701.The geoid height was determined by GEOID03.
 MO0701
 MO0701.The dynamic height is computed by dividing the NAVD 88
 MO0701.geopotential number by the normal gravity value computed on the
 MO0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0701.degrees latitude (g = 980.6199 gals.).
 MO0701
 MO0701.The modeled gravity was interpolated from observed gravity values.
 MO0701
 MO0701;                    North         East    Units  Estimated Accuracy
 MO0701;SPC WY E     -   127,890.      148,910.      MT  (+/- 180 meters Scaled)
 MO0701
 MO0701                          SUPERSEDED SURVEY CONTROL
 MO0701
 MO0701  NGVD 29 (??/??/92) 2161.53   (m)         7091.6    (f) COMPUTED    1 2
 MO0701
 MO0701.Superseded values are not recommended for survey control.
 MO0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0701.See file dsdata.txt to determine how the superseded data were derived.
 MO0701
 MO0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG350112(NAD 83)
 MO0701_MARKER: DB = BENCH MARK DISK
 MO0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0701_STAMPING: 93
 MO0701_MARK LOGO: WYGS  
 MO0701_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0701+STABILITY: SURFACE MOTION
 MO0701
 MO0701  HISTORY     - Date     Condition        Report By
 MO0701  HISTORY     - UNK      MONUMENTED       WYGS
 MO0701  HISTORY     - 1947     GOOD             NGS
 MO0701  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0701  HISTORY     - 19990824 GOOD             WYDT
 MO0701
 MO0701                          STATION DESCRIPTION
 MO0701
 MO0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0701'1.7 MI SE FROM LOOKOUT.
 MO0701'1.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0701'STATION AT LOOKOUT, APPROXIMATELY 358 YARDS NORTHEAST OF THE
 MO0701'CENTER LINE OF THE NORTHEAST TRACK AT A POINT SIX POLES NORTHWEST
 MO0701'OF MILEPOST 592, APPROXIMATELY 261 YARDS SOUTHEAST OF THE
 MO0701'NORTHEAST END OF A 24 INCH CORRUGATED IRON CULVERT UNDER U.S.
 MO0701'HIGHWAY 30, 396.0 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 MO0701'HIGHWAY 30, 2.0 FEET SOUTHEAST OF A REFERENCE POST, ON TOP OF
 MO0701'A HILL, SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH THE
 MO0701'GROUND.
 MO0701
 MO0701                          STATION RECOVERY (1983)
 MO0701
 MO0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0701'MARK NOT FOUND.
 MO0701
 MO0701                          STATION RECOVERY (1999)
 MO0701
 MO0701'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0701'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0701'307-777-3819.  LOCATED ON US HIGHWAY 30 AT MP 302.2 + 180 FT (54.9 M)
 MO0701'EAST OF THE EAST R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0589 ***********************************************************************
 MO0589  DESIGNATION -  95
 MO0589  PID         -  MO0589
 MO0589  STATE/COUNTY-  WY/ALBANY
 MO0589  USGS QUAD   -  LARAMIE (1978)
 MO0589
 MO0589                         *CURRENT SURVEY CONTROL
 MO0589  ___________________________________________________________________
 MO0589* NAD 83(1986)-  41 18 49.     (N)    105 34 48.     (W)     SCALED    
 MO0589* NAVD 88     -      2193.527  (meters)    7196.60   (feet)  ADJUSTED  
 MO0589  ___________________________________________________________________
 MO0589  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0589  DYNAMIC HT  -        2191.639 (meters)    7190.40  (feet)  COMP
 MO0589  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 MO0589
 MO0589  VERT ORDER  -  FIRST     CLASS II
 MO0589
 MO0589.The horizontal coordinates were scaled from a topographic map and have
 MO0589.an estimated accuracy of +/- 6 seconds.
 MO0589
 MO0589.The orthometric height was determined by differential leveling
 MO0589.and adjusted by the National Geodetic Survey in June 1991..
 MO0589
 MO0589.The geoid height was determined by GEOID03.
 MO0589
 MO0589.The dynamic height is computed by dividing the NAVD 88
 MO0589.geopotential number by the normal gravity value computed on the
 MO0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0589.degrees latitude (g = 980.6199 gals.).
 MO0589
 MO0589.The modeled gravity was interpolated from observed gravity values.
 MO0589
 MO0589;                    North         East    Units  Estimated Accuracy
 MO0589;SPC WY E     -    90,430.      165,390.      MT  (+/- 180 meters Scaled)
 MO0589
 MO0589                          SUPERSEDED SURVEY CONTROL
 MO0589
 MO0589  NGVD 29 (??/??/92) 2192.48   (m)         7193.2    (f) COMPUTED    1 2
 MO0589
 MO0589.Superseded values are not recommended for survey control.
 MO0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0589.See file dsdata.txt to determine how the superseded data were derived.
 MO0589
 MO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF514737(NAD 83)
 MO0589_MARKER: DB = BENCH MARK DISK
 MO0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0589_STAMPING: 95 7192.629
 MO0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0589+STABILITY: SURFACE MOTION
 MO0589
 MO0589  HISTORY     - Date     Condition        Report By
 MO0589  HISTORY     - UNK      MONUMENTED       WYGS
 MO0589  HISTORY     - 1956     GOOD             NGS
 MO0589  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0589  HISTORY     - 19910705 GOOD             NGS
 MO0589  HISTORY     - 20010804 GOOD             NGS
 MO0589
 MO0589                          STATION DESCRIPTION
 MO0589
 MO0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0589'AT LARAMIE.
 MO0589'AT LARAMIE, ON THE CAMPUS OF THE UNIVERSITY OF WYOMING, 189 FEET
 MO0589'NORTHWEST OF THE NORTHWEST CORNER OF THE GYMNASIUM, 168 FEET
 MO0589'NORTH OF A FLAGPOLE, 47 FEET SOUTH OF THE CENTER OF THE INTERSECTION
 MO0589'OF CLARK STREET AND 13TH STREET, 1.7 FEET SOUTHWEST OF THE
 MO0589'SOUTHWEST CURB OF 13TH STREET, AT THE NORTHEAST EDGE OF A
 MO0589'SIDEWALK, 0.2 FOOT BELOW THE TOP OF THE SIDEWALK, SET IN THE TOP
 MO0589'OF A CONCRETE POST ACCESS TO WHICH IS HAD THROUGH AN 8 INCH HOLE
 MO0589'IN A 12 INCH STEEL PLATE, IN SECTION 33, TOWNSHIP 16 NORTH,
 MO0589'RANGE 73 WEST.
 MO0589
 MO0589                          STATION RECOVERY (1983)
 MO0589
 MO0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0589'THERE IS A NEW BUILDING AT THIS LOCATION.
 MO0589
 MO0589                          STATION RECOVERY (1991)
 MO0589
 MO0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DW)
 MO0589'THERE ARE NO BUILDINGS IN QUADRANGLE AREA.  THIS IS GRAVITY BASE
 MO0589'STATION 'LARAMIE J', DOD 1657-2, IGB 15515J.  STATION IS SE OF
 MO0589'AGRICULTURE BLDG., SW OF EDUCATION BLDG. AND NW OF GYMNASIUM.
 MO0589
 MO0589                          STATION RECOVERY (2001)
 MO0589
 MO0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 MO0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0553 ***********************************************************************
 PW0553  DESIGNATION -  9570
 PW0553  PID         -  PW0553
 PW0553  STATE/COUNTY-  WY/SHERIDAN
 PW0553  USGS QUAD   -  ICE CREEK (1993)
 PW0553
 PW0553                         *CURRENT SURVEY CONTROL
 PW0553  ___________________________________________________________________
 PW0553* NAD 83(1993)-  44 47 06.45034(N)    107 40 47.42184(W)     ADJUSTED  
 PW0553* NAVD 88     -      2917.4    (meters)    9572.     (feet)  VERTCON   
 PW0553  ___________________________________________________________________
 PW0553  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 PW0553  GEOID HEIGHT-          -9.28  (meters)                     GEOID03
 PW0553
 PW0553  HORZ ORDER  -  SECOND
 PW0553
 PW0553.The horizontal coordinates were established by classical geodetic methods
 PW0553.and adjusted by the National Geodetic Survey in January 1997..
 PW0553
 PW0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0553
 PW0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0553
 PW0553.The geoid height was determined by GEOID03.
 PW0553
 PW0553;                    North         East     Units Scale Factor Converg.
 PW0553;SPC WYEC     -   576,045.308   372,578.883   MT  0.99994674   -0 14 38.8
 PW0553;UTM  13      - 4,962,574.821   287,999.030   MT  1.00015271   -1 53 18.6
 PW0553
 PW0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0553!SPC WYEC     -   0.99954424  x   0.99994674  =   0.99949100
 PW0553!UTM  13      -   0.99954424  x   1.00015271  =   0.99969688
 PW0553
 PW0553|---------------------------------------------------------------------|
 PW0553| PID    Reference Object                     Distance      Geod. Az  |
 PW0553|                                                           dddmmss.s |
 PW0553| CQ5069 9570 RM 1                            16.288 METERS 07224     |
 PW0553| CQ5070 9570 RM 2                             9.415 METERS 19700     |
 PW0553| CQ5068 9570 AZ MK                                         2260702.4 |
 PW0553|---------------------------------------------------------------------|
 PW0553
 PW0553                          SUPERSEDED SURVEY CONTROL
 PW0553
 PW0553  NAD 83(1986)-  44 47 06.43852(N)    107 40 47.40862(W) AD(       ) 2
 PW0553  NAD 27      -  44 47 06.57680(N)    107 40 45.07210(W) AD(       ) 2
 PW0553  NGVD 29 (07/19/86) 2916.3    (m)         9568.     (f) VERT ANG       
 PW0553
 PW0553.Superseded values are not recommended for survey control.
 PW0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0553.See file dsdata.txt to determine how the superseded data were derived.
 PW0553
 PW0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK8799962575(NAD 83)
 PW0553_MARKER: B = BOLT
 PW0553_SETTING: 80 = SET IN A BOULDER
 PW0553_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PW0553
 PW0553  HISTORY     - Date     Condition        Report By
 PW0553  HISTORY     - 1957     MONUMENTED       USGS
 PW0553
 PW0553                          STATION DESCRIPTION
 PW0553
 PW0553'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (OSR)
 PW0553'STATION IS ABOUT 20 MILES WEST AND 6 MILES SOUTH OF DAYTON, IN
 PW0553'BIG HORN NATIONAL FOREST, 7 MILES WEST OF THE BURGESS RANGER
 PW0553'STATION AND ON HIGHEST POINT OF RIDGE BETWEEN LAKE CREEK AND
 PW0553'NORTH TONGUE RIVER.
 PW0553'
 PW0553'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND WYOMING
 PW0553'STATE HIGHWAY 14, LOCALLY KNOWN AS BURGESS JUNCTION, GO
 PW0553'WESTERLY ON STATE HIGHWAY 14 FOR 12.75 MILES TO A TRACK ROAD
 PW0553'RIGHT AT SIGN NORTH TONGUE RIVER.  TURN RIGHT AND FOLLOW TRACK
 PW0553'ROAD NORTHERLY AND UP GRADE FOR 1.15 MILES TO TOP OF FIRST
 PW0553'RIDGE WHERE ROAD TURNS RIGHT.  TURN RIGHT AND CONTINUE ON
 PW0553'TRACK ROAD FOR 0.45 MILE TO FORK.  TAKE RIGHT FORK AND CONTINUE
 PW0553'EASTERLY FOR 2.45 MILES TO A DEEP SADDLE.  CONTINUE ACROSS
 PW0553'SADDLE FOR 0.7 MILE TO TOP OF RIDGE WHERE TRACK ROAD BEARS
 PW0553'LEFT.  BEAR LEFT AND FOLLOW TRACK ROAD NORTHERLY FOR 0.25
 PW0553'MILE TO POINT WHERE ROAD BEARS RIGHT.  CONTINUE NORTHERLY,
 PW0553'LEAVING TRACK ROAD, FOR 0.4 MILE TO THE AZIMUTH ON LEFT IN
 PW0553'LARGEST ONE OF SEVERAL BOULDERS.  CONTINUE NORTHERLY ALONG
 PW0553'TOP OF RIDGE FOR 0.4 MILE TO LARGE ROCK OUTCROP AND STATION
 PW0553'AT HIGHEST POINT OF RIDGE.
 PW0553'
 PW0553'STATION MARK IS A COPPER BOLT CEMENTED IN A DRILL HOLE IN A
 PW0553'10 X 14 FOOT BOULDER PROJECTING 7 FEET AND IS STAMPED VA 9570.
 PW0553'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 10 FEET SOUTHWEST OF
 PW0553'THE MARK.
 PW0553'
 PW0553'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BM 9570 USGS NO 1
 PW0553'1957.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 PW0553'ABOUT 3 INCHES AND IS ABOUT 7 FEET BELOW STATION ELEVATION.
 PW0553'
 PW0553'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BM 9570 USGS NO
 PW0553'2 1957.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK AND IS ABOUT
 PW0553'3 FEET BELOW STATION ELEVATION.
 PW0553'
 PW0553'AZIMUTH MARK IS A STANDARD DISK, STAMPED BM 9570 USGS.  IT IS
 PW0553'SET IN A DRILL HOLE IN A 6 X 4 FOOT BOULDER PROJECTING 2
 PW0553'FEET.  IT IS ON THE WEST EDGE OF THE RIDGE AND LOCATED IN A
 PW0553'AREA OF MANY SMALL BOULDERS.  A 4 IN X 4 IN WHITE WITNESS
 PW0553'POST WAS SET 3 FEET EAST-NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0139 ***********************************************************************
 MP0139  DESIGNATION -  9631.4
 MP0139  PID         -  MP0139
 MP0139  STATE/COUNTY-  WY/CARBON
 MP0139  USGS QUAD   -  RED MOUNTAIN (1983)
 MP0139
 MP0139                         *CURRENT SURVEY CONTROL
 MP0139  ___________________________________________________________________
 MP0139* NAD 83(1986)-  41 09 25.     (N)    106 57 31.     (W)     SCALED    
 MP0139* NAVD 88     -      2937.311  (meters)    9636.83   (feet)  ADJUSTED  
 MP0139  ___________________________________________________________________
 MP0139  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 MP0139  DYNAMIC HT  -        2934.300 (meters)    9626.95  (feet)  COMP
 MP0139  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 MP0139
 MP0139  VERT ORDER  -  SECOND    CLASS 0
 MP0139
 MP0139.The horizontal coordinates were scaled from a topographic map and have
 MP0139.an estimated accuracy of +/- 6 seconds.
 MP0139
 MP0139.The orthometric height was determined by differential leveling
 MP0139.and adjusted by the National Geodetic Survey in June 1991..
 MP0139
 MP0139.The geoid height was determined by GEOID03.
 MP0139
 MP0139.The dynamic height is computed by dividing the NAVD 88
 MP0139.geopotential number by the normal gravity value computed on the
 MP0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0139.degrees latitude (g = 980.6199 gals.).
 MP0139
 MP0139.The modeled gravity was interpolated from observed gravity values.
 MP0139
 MP0139;                    North         East    Units  Estimated Accuracy
 MP0139;SPC WYEC     -   173,020.      431,450.      MT  (+/- 180 meters Scaled)
 MP0139
 MP0139                          SUPERSEDED SURVEY CONTROL
 MP0139
 MP0139  NGVD 29 (??/??/92) 2935.876  (m)         9632.12   (f) ADJ UNCH    2 0
 MP0139
 MP0139.Superseded values are not recommended for survey control.
 MP0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0139.See file dsdata.txt to determine how the superseded data were derived.
 MP0139
 MP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF356580(NAD 83)
 MP0139_MARKER: Q = CHISELED SQUARE
 MP0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0139_SP_SET: CULVERT
 MP0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0139
 MP0139  HISTORY     - Date     Condition        Report By
 MP0139  HISTORY     - UNK      MONUMENTED       USGS
 MP0139  HISTORY     - 1934     GOOD             NGS
 MP0139
 MP0139                          STATION DESCRIPTION
 MP0139
 MP0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0139'11.5 MI W FROM ENCAMPMENT.
 MP0139'11.5 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 4.1 MILES EAST
 MP0139'OF RAMBLER, 5.5 MILES SOUTHWEST OF ELWOOD, AT A CONCRETE CULVERT, AND
 MP0139'IN THE TOP OF THE SOUTH HEADWALL.  A CHISELED SQUARE, PAINTED US BM
 MP0139'9631.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0301 ***********************************************************************
 PW0301  DESIGNATION -  9666
 PW0301  PID         -  PW0301
 PW0301  STATE/COUNTY-  WY/JOHNSON
 PW0301  USGS QUAD   -  POWDER RIVER PASS (1993)
 PW0301
 PW0301                         *CURRENT SURVEY CONTROL
 PW0301  ___________________________________________________________________
 PW0301* NAD 83(1986)-  44 09 02.     (N)    107 04 48.     (W)     SCALED    
 PW0301* NAVD 88     -      2950.575  (meters)    9680.34   (feet)  ADJUSTED  
 PW0301  ___________________________________________________________________
 PW0301  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 PW0301  DYNAMIC HT  -        2948.731 (meters)    9674.30  (feet)  COMP
 PW0301  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 PW0301
 PW0301  VERT ORDER  -  FIRST     CLASS II
 PW0301
 PW0301.The horizontal coordinates were scaled from a topographic map and have
 PW0301.an estimated accuracy of +/- 6 seconds.
 PW0301
 PW0301.The orthometric height was determined by differential leveling
 PW0301.and adjusted by the National Geodetic Survey in June 1991..
 PW0301
 PW0301.The geoid height was determined by GEOID03.
 PW0301
 PW0301.The dynamic height is computed by dividing the NAVD 88
 PW0301.geopotential number by the normal gravity value computed on the
 PW0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0301.degrees latitude (g = 980.6199 gals.).
 PW0301
 PW0301.The modeled gravity was interpolated from observed gravity values.
 PW0301
 PW0301;                    North         East    Units  Estimated Accuracy
 PW0301;SPC WYEC     -   505,510.      420,270.      MT  (+/- 180 meters Scaled)
 PW0301
 PW0301                          SUPERSEDED SURVEY CONTROL
 PW0301
 PW0301  NGVD 29 (??/??/92) 2949.600  (m)         9677.15   (f) ADJ UNCH    1 2
 PW0301
 PW0301.Superseded values are not recommended for survey control.
 PW0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0301.See file dsdata.txt to determine how the superseded data were derived.
 PW0301
 PW0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ336906(NAD 83)
 PW0301_MARKER: DD = SURVEY DISK
 PW0301_SETTING: 66 = SET IN ROCK OUTCROP
 PW0301_SP_SET: GRANITE ROCK
 PW0301_STAMPING: 9666 SHER.
 PW0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0301+STABILITY: POSITION/ELEVATION WELL
 PW0301
 PW0301  HISTORY     - Date     Condition        Report By
 PW0301  HISTORY     - UNK      MONUMENTED       USGS
 PW0301  HISTORY     - 1934     GOOD             NGS
 PW0301
 PW0301                          STATION DESCRIPTION
 PW0301
 PW0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PW0301'28.5 MI NE FROM TEN SLEEP.
 PW0301'IN JOHNSON COUNTY, 28.5 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN
 PW0301'SLEEP, WASHAKIE COUNTY, 2.1 MILES NORTHEAST OF THE WASHAKIE-JOHNSON
 PW0301'COUNTY LINE, 280 FEET SOUTHWEST OF A ROCK CLIFF, 270 FEET NORTHWEST OF
 PW0301'THE POWDER RIVER PASS MONUMENT, 270 FEET NORTH OF THE CENTERLINE OF
 PW0301'THE HIGHWAY, AND IN THE TOP OF A GRANITE ROCK.  A UNITED STATES
 PW0301'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 9666 SHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0584 ***********************************************************************
 MO0584  DESIGNATION -  97
 MO0584  PID         -  MO0584
 MO0584  STATE/COUNTY-  WY/ALBANY
 MO0584  USGS QUAD   -  LARAMIE (1978)
 MO0584
 MO0584                         *CURRENT SURVEY CONTROL
 MO0584  ___________________________________________________________________
 MO0584* NAD 83(1986)-  41 16 16.     (N)    105 36 02.     (W)     SCALED    
 MO0584* NAVD 88     -      2189.457  (meters)    7183.24   (feet)  ADJUSTED  
 MO0584  ___________________________________________________________________
 MO0584  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 MO0584  DYNAMIC HT  -        2187.555 (meters)    7177.00  (feet)  COMP
 MO0584  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 MO0584
 MO0584  VERT ORDER  -  FIRST     CLASS II
 MO0584
 MO0584.The horizontal coordinates were scaled from a topographic map and have
 MO0584.an estimated accuracy of +/- 6 seconds.
 MO0584
 MO0584.The orthometric height was determined by differential leveling
 MO0584.and adjusted by the National Geodetic Survey in June 1991..
 MO0584
 MO0584.The geoid height was determined by GEOID03.
 MO0584
 MO0584.The dynamic height is computed by dividing the NAVD 88
 MO0584.geopotential number by the normal gravity value computed on the
 MO0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0584.degrees latitude (g = 980.6199 gals.).
 MO0584
 MO0584.The modeled gravity was interpolated from observed gravity values.
 MO0584
 MO0584;                    North         East    Units  Estimated Accuracy
 MO0584;SPC WY E     -    85,720.      163,650.      MT  (+/- 180 meters Scaled)
 MO0584
 MO0584                          SUPERSEDED SURVEY CONTROL
 MO0584
 MO0584  NGVD 29 (06/08/92) 2188.399  (m)         7179.77   (f) ADJUSTED    1 2
 MO0584
 MO0584.Superseded values are not recommended for survey control.
 MO0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0584.See file dsdata.txt to determine how the superseded data were derived.
 MO0584
 MO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF497690(NAD 83)
 MO0584_MARKER: DB = BENCH MARK DISK
 MO0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0584_STAMPING: 97
 MO0584_MARK LOGO: WYGS  
 MO0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0584+STABILITY: SURFACE MOTION
 MO0584
 MO0584  HISTORY     - Date     Condition        Report By
 MO0584  HISTORY     - UNK      MONUMENTED       WYGS
 MO0584  HISTORY     - 1956     GOOD             NGS
 MO0584  HISTORY     - 1983     GOOD             NGS
 MO0584
 MO0584                          STATION DESCRIPTION
 MO0584
 MO0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0584'2.7 MI S FROM LARAMIE.
 MO0584'2.7 FEET SOUTH ALONG THE WEST TRACK OF THE UNION PACIFIC RAILROAD
 MO0584'FROM THE STATION AT LARAMIE, AT A ROAD CROSSING, 130 FEET EAST
 MO0584'OF THE EAST RAIL, 113 FEET SOUTH OF THE CENTER LINE OF AN EAST
 MO0584'AND WEST ROAD, 104 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 MO0584'287, 135 FEET WEST OF THE FORT SAUNDERS MONUMENT, 12 FEET NORTH
 MO0584'OF THE EXTENDED CENTER LINE OF A ROAD LEADING EAST, 2.5 FEET
 MO0584'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0584'PROJECTS 0.2 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF
 MO0584'SECTION 17, TOWNSHIP 15 NORTH, RANGE 73 WEST.
 MO0584
 MO0584                          STATION RECOVERY (1983)
 MO0584
 MO0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0584'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 MO0584'DELETE 135 FEET WEST OF THE FORT SAUNDERS MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0781 ***********************************************************************
 PY0781  DESIGNATION -  A
 PY0781  PID         -  PY0781
 PY0781  STATE/COUNTY-  WY/TETON
 PY0781  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0781
 PY0781                         *CURRENT SURVEY CONTROL
 PY0781  ___________________________________________________________________
 PY0781* NAD 83(1986)-  44 27 16.     (N)    110 49 08.     (W)     SCALED    
 PY0781* NAVD 88     -      2255.780  (meters)    7400.84   (feet)  ADJUSTED  
 PY0781  ___________________________________________________________________
 PY0781  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY0781  DYNAMIC HT  -        2254.312 (meters)    7396.02  (feet)  COMP
 PY0781  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 PY0781
 PY0781  VERT ORDER  -  FIRST     CLASS II
 PY0781
 PY0781.The horizontal coordinates were scaled from a topographic map and have
 PY0781.an estimated accuracy of +/- 6 seconds.
 PY0781
 PY0781.The orthometric height was determined by differential leveling
 PY0781.and adjusted by the National Geodetic Survey in June 1991..
 PY0781
 PY0781.The geoid height was determined by GEOID03.
 PY0781
 PY0781.The dynamic height is computed by dividing the NAVD 88
 PY0781.geopotential number by the normal gravity value computed on the
 PY0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0781.degrees latitude (g = 980.6199 gals.).
 PY0781
 PY0781.The modeled gravity was interpolated from observed gravity values.
 PY0781
 PY0781;                    North         East    Units  Estimated Accuracy
 PY0781;SPC WY W     -   539,510.      741,460.      MT  (+/- 180 meters Scaled)
 PY0781
 PY0781                          SUPERSEDED SURVEY CONTROL
 PY0781
 PY0781  NGVD 29 (08/20/92) 2254.427  (m)         7396.40   (f) ADJUSTED    1 2
 PY0781
 PY0781.Superseded values are not recommended for survey control.
 PY0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0781.See file dsdata.txt to determine how the superseded data were derived.
 PY0781
 PY0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ144223(NAD 83)
 PY0781_MARKER: DB = BENCH MARK DISK
 PY0781_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0781+WITH SETTING: PAVEMENT
 PY0781_SP_SET: BRIDGE WALKWAY
 PY0781_STAMPING: A 1976
 PY0781_MARK LOGO: NPS   
 PY0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0781+STABILITY: SURFACE MOTION
 PY0781
 PY0781  HISTORY     - Date     Condition        Report By
 PY0781  HISTORY     - 1976     MONUMENTED       NPS
 PY0781  HISTORY     - 1987     GOOD             NGS
 PY0781
 PY0781                          STATION DESCRIPTION
 PY0781
 PY0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0781'25.7 KM (15.95 MI) WEST FROM WEST THUMB.
 PY0781'25.7 KM (15.95 MI) WESTERLY ALONG THE MADISON JUNCTION-WEST THUMB
 PY0781'HIGHWAY FROM ITS SOUTH JUNCTION WITH THE WEST THUMB-LAKE JUNCTION
 PY0781'HIGHWAY IN WEST THUMB, IN THE SOUTHEAST CORNER OF THE NORTH WALKWAY
 PY0781'OF A HIGHWAY BRIDGE SPANNING THE FIREHOLE RIVER, AND 5.0 M (16.4 FT)
 PY0781'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0781'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0518 ***********************************************************************
 MO0518  DESIGNATION -  A 1
 MO0518  PID         -  MO0518
 MO0518  STATE/COUNTY-  WY/LARAMIE
 MO0518  USGS QUAD   -  ISLAY (1978)
 MO0518
 MO0518                         *CURRENT SURVEY CONTROL
 MO0518  ___________________________________________________________________
 MO0518* NAD 83(1986)-  41 19 06.     (N)    105 08 09.     (W)     SCALED    
 MO0518* NAVD 88     -      2044.927  (meters)    6709.06   (feet)  ADJUSTED  
 MO0518  ___________________________________________________________________
 MO0518  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 MO0518  DYNAMIC HT  -        2043.134 (meters)    6703.18  (feet)  COMP
 MO0518  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 MO0518
 MO0518  VERT ORDER  -  FIRST     CLASS II
 MO0518
 MO0518.The horizontal coordinates were scaled from a topographic map and have
 MO0518.an estimated accuracy of +/- 6 seconds.
 MO0518
 MO0518.The orthometric height was determined by differential leveling
 MO0518.and adjusted by the National Geodetic Survey in June 1991..
 MO0518
 MO0518.The geoid height was determined by GEOID03.
 MO0518
 MO0518.The dynamic height is computed by dividing the NAVD 88
 MO0518.geopotential number by the normal gravity value computed on the
 MO0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0518.degrees latitude (g = 980.6199 gals.).
 MO0518
 MO0518.The modeled gravity was interpolated from observed gravity values.
 MO0518
 MO0518;                    North         East    Units  Estimated Accuracy
 MO0518;SPC WY E     -    90,870.      202,580.      MT  (+/- 180 meters Scaled)
 MO0518
 MO0518                          SUPERSEDED SURVEY CONTROL
 MO0518
 MO0518  NGVD 29 (??/??/92) 2043.862  (m)         6705.57   (f) ADJ UNCH    1 2
 MO0518
 MO0518.Superseded values are not recommended for survey control.
 MO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0518.See file dsdata.txt to determine how the superseded data were derived.
 MO0518
 MO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF886741(NAD 83)
 MO0518_MARKER: Z = SEE DESCRIPTION
 MO0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0518_SP_SET: SANDSTONE
 MO0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0518+STABILITY: SURFACE MOTION
 MO0518
 MO0518  HISTORY     - Date     Condition        Report By
 MO0518  HISTORY     - UNK      MONUMENTED       CGS
 MO0518  HISTORY     - 1954     GOOD             NGS
 MO0518
 MO0518                          STATION DESCRIPTION
 MO0518
 MO0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0518'AT ISLAY.
 MO0518'AT ISLAY, 0.15 MILE NORTHWEST OF THE STOCK PENS, 98 YARDS SOUTHEAST
 MO0518'OF THE CENTER OF A ROAD CROSSING, 42 FEET NORTHEAST OF THE
 MO0518'NORTHEAST RAIL, 15 FEET SOUTHWEST OF A FENCE, 19.5 FEET NORTHWEST
 MO0518'OF A TELEPHONE POLE, 1 FOOT SOUTHEAST OF A WITNESS POST, IN
 MO0518'THE TOP OF A SANDSTONE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MO0518'GROUND, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0230 ***********************************************************************
 MO0230  DESIGNATION -  A 100
 MO0230  PID         -  MO0230
 MO0230  STATE/COUNTY-  WY/LARAMIE
 MO0230  USGS QUAD   -  BORIE (1994)
 MO0230
 MO0230                         *CURRENT SURVEY CONTROL
 MO0230  ___________________________________________________________________
 MO0230* NAD 83(1986)-  41 06 16.     (N)    104 53 09.     (W)     SCALED    
 MO0230* NAVD 88     -      1899.226  (meters)    6231.04   (feet)  ADJUSTED  
 MO0230  ___________________________________________________________________
 MO0230  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 MO0230  DYNAMIC HT  -        1897.555 (meters)    6225.56  (feet)  COMP
 MO0230  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 MO0230
 MO0230  VERT ORDER  -  FIRST     CLASS II
 MO0230
 MO0230.The horizontal coordinates were scaled from a topographic map and have
 MO0230.an estimated accuracy of +/- 6 seconds.
 MO0230
 MO0230.The orthometric height was determined by differential leveling
 MO0230.and adjusted by the National Geodetic Survey in June 1991..
 MO0230.WARNING-Repeat measurements at this control monument indicate possible
 MO0230.vertical movement.
 MO0230
 MO0230.The geoid height was determined by GEOID03.
 MO0230
 MO0230.The dynamic height is computed by dividing the NAVD 88
 MO0230.geopotential number by the normal gravity value computed on the
 MO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0230.degrees latitude (g = 980.6199 gals.).
 MO0230
 MO0230.The modeled gravity was interpolated from observed gravity values.
 MO0230
 MO0230;                    North         East    Units  Estimated Accuracy
 MO0230;SPC WY E     -    67,160.      223,590.      MT  (+/- 180 meters Scaled)
 MO0230
 MO0230                          SUPERSEDED SURVEY CONTROL
 MO0230
 MO0230  NGVD 29 (06/08/92) 1898.195  (m)         6227.66   (f) ADJUSTED    1 2
 MO0230
 MO0230.Superseded values are not recommended for survey control.
 MO0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0230.See file dsdata.txt to determine how the superseded data were derived.
 MO0230
 MO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF095503(NAD 83)
 MO0230_MARKER: DB = BENCH MARK DISK
 MO0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0230_STAMPING: A 100 1956
 MO0230_MARK LOGO: CGS   
 MO0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0230+STABILITY: SURFACE MOTION
 MO0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0230+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 MO0230
 MO0230  HISTORY     - Date     Condition        Report By
 MO0230  HISTORY     - 1956     MONUMENTED       CGS
 MO0230  HISTORY     - 1983     GOOD             NGS
 MO0230  HISTORY     - 20050506 GOOD             WYGFD
 MO0230
 MO0230                          STATION DESCRIPTION
 MO0230
 MO0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0230'4 MI SW FROM CHEYENNE.
 MO0230'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0230'STATION AT CHEYENNE, AT A ROAD CROSSING, 196 FEET SOUTHEAST OF
 MO0230'THE SOUTHEAST TRACK, 30 FEET SOUTHWEST OF THE CENTER LINE OF A
 MO0230'DIRT ROAD, 2.1 FEET NORTHWEST OF A FENCE, 2.3 FEET SOUTHWEST
 MO0230'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0230'PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF
 MO0230'SECTION 9, TOWNSHIP 13 NORTH, RANGE 67 WEST.
 MO0230
 MO0230                          STATION RECOVERY (1983)
 MO0230
 MO0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0230'RECOVERED IN GOOD CONDITION.
 MO0230
 MO0230                          STATION RECOVERY (2005)
 MO0230
 MO0230'RECOVERY NOTE BY WYOMING GAME AND FISH DEPARTMENT 2005 (RED)
 MO0230'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0628 ***********************************************************************
 MO0628  DESIGNATION -  A 101
 MO0628  PID         -  MO0628
 MO0628  STATE/COUNTY-  WY/ALBANY
 MO0628  USGS QUAD   -  LARAMIE SW (1978)
 MO0628
 MO0628                         *CURRENT SURVEY CONTROL
 MO0628  ___________________________________________________________________
 MO0628* NAD 83(1986)-  41 19 47.     (N)    105 41 16.     (W)     SCALED    
 MO0628* NAVD 88     -      2207.142  (meters)    7241.27   (feet)  ADJUSTED  
 MO0628  ___________________________________________________________________
 MO0628  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 MO0628  DYNAMIC HT  -        2205.211 (meters)    7234.93  (feet)  COMP
 MO0628  MODELED GRAV-     979,668.1   (mgal)                       NAVD 88
 MO0628
 MO0628  VERT ORDER  -  FIRST     CLASS II
 MO0628
 MO0628.The horizontal coordinates were scaled from a topographic map and have
 MO0628.an estimated accuracy of +/- 6 seconds.
 MO0628
 MO0628.The orthometric height was determined by differential leveling
 MO0628.and adjusted by the National Geodetic Survey in June 1991..
 MO0628
 MO0628.The geoid height was determined by GEOID03.
 MO0628
 MO0628.The dynamic height is computed by dividing the NAVD 88
 MO0628.geopotential number by the normal gravity value computed on the
 MO0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0628.degrees latitude (g = 980.6199 gals.).
 MO0628
 MO0628.The modeled gravity was interpolated from observed gravity values.
 MO0628
 MO0628;                    North         East    Units  Estimated Accuracy
 MO0628;SPC WY E     -    92,270.      156,380.      MT  (+/- 180 meters Scaled)
 MO0628
 MO0628                          SUPERSEDED SURVEY CONTROL
 MO0628
 MO0628  NGVD 29 (??/??/92) 2206.071  (m)         7237.75   (f) ADJ UNCH    1 2
 MO0628
 MO0628.Superseded values are not recommended for survey control.
 MO0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0628.See file dsdata.txt to determine how the superseded data were derived.
 MO0628
 MO0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF424755(NAD 83)
 MO0628_MARKER: DB = BENCH MARK DISK
 MO0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0628_STAMPING: A 101 1956
 MO0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0628+STABILITY: SURFACE MOTION
 MO0628
 MO0628  HISTORY     - Date     Condition        Report By
 MO0628  HISTORY     - 1956     MONUMENTED       CGS
 MO0628
 MO0628                          STATION DESCRIPTION
 MO0628
 MO0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0628'5.2 MI W FROM LARAMIE.
 MO0628'5.2 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0628'RAILROAD FROM THE STATION AT LARAMIE, 3 POLES WEST OF MILEPOST
 MO0628'5, 25 FEET NORTH OF THE NORTH RAIL, 11 FEET WEST OF A TELEPHONE
 MO0628'POLE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MO0628'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, IN SECTION
 MO0628'27, TOWNSHIP 16 NORTH, RANGE 74 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0089 ***********************************************************************
 MP0089  DESIGNATION -  A 102
 MP0089  PID         -  MP0089
 MP0089  STATE/COUNTY-  WY/ALBANY
 MP0089  USGS QUAD   -  FOXPARK (1992)
 MP0089
 MP0089                         *CURRENT SURVEY CONTROL
 MP0089  ___________________________________________________________________
 MP0089* NAD 83(1986)-  41 05 17.     (N)    106 08 53.     (W)     SCALED    
 MP0089* NAVD 88     -      2760.852  (meters)    9057.90   (feet)  ADJUSTED  
 MP0089  ___________________________________________________________________
 MP0089  GEOID HEIGHT-         -10.69  (meters)                     GEOID03
 MP0089  DYNAMIC HT  -        2758.129 (meters)    9048.96  (feet)  COMP
 MP0089  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 MP0089
 MP0089  VERT ORDER  -  FIRST     CLASS II
 MP0089
 MP0089.The horizontal coordinates were scaled from a topographic map and have
 MP0089.an estimated accuracy of +/- 6 seconds.
 MP0089
 MP0089.The orthometric height was determined by differential leveling
 MP0089.and adjusted by the National Geodetic Survey in June 1991..
 MP0089
 MP0089.The geoid height was determined by GEOID03.
 MP0089
 MP0089.The dynamic height is computed by dividing the NAVD 88
 MP0089.geopotential number by the normal gravity value computed on the
 MP0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0089.degrees latitude (g = 980.6199 gals.).
 MP0089
 MP0089.The modeled gravity was interpolated from observed gravity values.
 MP0089
 MP0089;                    North         East    Units  Estimated Accuracy
 MP0089;SPC WY E     -    65,760.      117,550.      MT  (+/- 180 meters Scaled)
 MP0089
 MP0089                          SUPERSEDED SURVEY CONTROL
 MP0089
 MP0089  NGVD 29 (??/??/92) 2759.553  (m)         9053.63   (f) ADJ UNCH    1 2
 MP0089
 MP0089.Superseded values are not recommended for survey control.
 MP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0089.See file dsdata.txt to determine how the superseded data were derived.
 MP0089
 MP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF035491(NAD 83)
 MP0089_MARKER: DB = BENCH MARK DISK
 MP0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0089_STAMPING: A 102 1956
 MP0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0089+STABILITY: SURFACE MOTION
 MP0089
 MP0089  HISTORY     - Date     Condition        Report By
 MP0089  HISTORY     - 1956     MONUMENTED       CGS
 MP0089
 MP0089                          STATION DESCRIPTION
 MP0089
 MP0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0089'0.6 MI N FROM FOXPARK.
 MP0089'0.6 MILE NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0089'FROM THE STATION AT FOXPARK, 36.5 FEET WEST OF THE WEST RAIL, 62.4
 MP0089'FEET SOUTH OF A SWITCH STAND, 7.4 FEET SOUTH OF THE 1ST POLE NORTH OF
 MP0089'MILEPOST 54, 3.4 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 MP0089'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 MP0089'NORTHWEST 1/4 OF SECTION 22, TOWNSHIP 13 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0125 ***********************************************************************
 MQ0125  DESIGNATION -  A 103
 MQ0125  PID         -  MQ0125
 MQ0125  STATE/COUNTY-  WY/SWEETWATER
 MQ0125  USGS QUAD   -  BAXTER (1978)
 MQ0125
 MQ0125                         *CURRENT SURVEY CONTROL
 MQ0125  ___________________________________________________________________
 MQ0125* NAD 83(1986)-  41 36 40.     (N)    109 07 00.     (W)     SCALED    
 MQ0125* NAVD 88     -      1922.526  (meters)    6307.49   (feet)  ADJUSTED  
 MQ0125  ___________________________________________________________________
 MQ0125  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 MQ0125  DYNAMIC HT  -        1920.936 (meters)    6302.27  (feet)  COMP
 MQ0125  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 MQ0125
 MQ0125  VERT ORDER  -  FIRST     CLASS II
 MQ0125
 MQ0125.The horizontal coordinates were scaled from a topographic map and have
 MQ0125.an estimated accuracy of +/- 6 seconds.
 MQ0125
 MQ0125.The orthometric height was determined by differential leveling
 MQ0125.and adjusted by the National Geodetic Survey in June 1991..
 MQ0125
 MQ0125.The geoid height was determined by GEOID03.
 MQ0125
 MQ0125.The dynamic height is computed by dividing the NAVD 88
 MQ0125.geopotential number by the normal gravity value computed on the
 MQ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0125.degrees latitude (g = 980.6199 gals.).
 MQ0125
 MQ0125.The modeled gravity was interpolated from observed gravity values.
 MQ0125
 MQ0125;                    North         East    Units  Estimated Accuracy
 MQ0125;SPC WYWC     -   123,450.      569,440.      MT  (+/- 180 meters Scaled)
 MQ0125
 MQ0125                          SUPERSEDED SURVEY CONTROL
 MQ0125
 MQ0125  NGVD 29 (06/08/92) 1921.266  (m)         6303.35   (f) ADJUSTED    1 2
 MQ0125
 MQ0125.Superseded values are not recommended for survey control.
 MQ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0125.See file dsdata.txt to determine how the superseded data were derived.
 MQ0125
 MQ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM569083(NAD 83)
 MQ0125_MARKER: DB = BENCH MARK DISK
 MQ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0125_STAMPING: A 103 1956
 MQ0125_MARK LOGO: CGS   
 MQ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0125+STABILITY: SURFACE MOTION
 MQ0125
 MQ0125  HISTORY     - Date     Condition        Report By
 MQ0125  HISTORY     - 1956     MONUMENTED       CGS
 MQ0125  HISTORY     - 1983     GOOD             NGS
 MQ0125
 MQ0125                          STATION DESCRIPTION
 MQ0125
 MQ0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0125'5.9 MI E FROM ROCK SPRINGS.
 MQ0125'5.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0125'ROCK SPRINGS, 4 POLES WEST OF MILEPOST 796, 81 FEET NORTHWEST OF A
 MQ0125'SEMAPHORE, 72 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 2 FEET
 MQ0125'NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 MQ0125'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 23,
 MQ0125'TOWNSHIP 19 NORTH, RANGE 104 WEST.
 MQ0125
 MQ0125                          STATION RECOVERY (1983)
 MQ0125
 MQ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0005 ***********************************************************************
 NQ0005  DESIGNATION -  A 104
 NQ0005  PID         -  NQ0005
 NQ0005  STATE/COUNTY-  WY/NIOBRARA
 NQ0005  USGS QUAD   -  VAN TASSELL (1977)
 NQ0005
 NQ0005                         *CURRENT SURVEY CONTROL
 NQ0005  ___________________________________________________________________
 NQ0005* NAD 83(1986)-  42 39 37.     (N)    104 03 50.     (W)     SCALED    
 NQ0005* NAVD 88     -      1434.603  (meters)    4706.69   (feet)  ADJUSTED  
 NQ0005  ___________________________________________________________________
 NQ0005  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 NQ0005  DYNAMIC HT  -        1433.758 (meters)    4703.92  (feet)  COMP
 NQ0005  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 NQ0005
 NQ0005  VERT ORDER  -  FIRST     CLASS II
 NQ0005
 NQ0005.The horizontal coordinates were scaled from a topographic map and have
 NQ0005.an estimated accuracy of +/- 6 seconds.
 NQ0005
 NQ0005.The orthometric height was determined by differential leveling
 NQ0005.and adjusted by the National Geodetic Survey in June 1991..
 NQ0005
 NQ0005.The geoid height was determined by GEOID03.
 NQ0005
 NQ0005.The dynamic height is computed by dividing the NAVD 88
 NQ0005.geopotential number by the normal gravity value computed on the
 NQ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0005.degrees latitude (g = 980.6199 gals.).
 NQ0005
 NQ0005.The modeled gravity was interpolated from observed gravity values.
 NQ0005
 NQ0005;                    North         East    Units  Estimated Accuracy
 NQ0005;SPC WY E     -   240,510.      290,410.      MT  (+/- 180 meters Scaled)
 NQ0005
 NQ0005                          SUPERSEDED SURVEY CONTROL
 NQ0005
 NQ0005  NGVD 29 (??/??/92) 1433.904  (m)         4704.40   (f) ADJ UNCH    1 2
 NQ0005
 NQ0005.Superseded values are not recommended for survey control.
 NQ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0005.See file dsdata.txt to determine how the superseded data were derived.
 NQ0005
 NQ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH767235(NAD 83)
 NQ0005_MARKER: DB = BENCH MARK DISK
 NQ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0005_STAMPING: A 104 1954
 NQ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0005+STABILITY: SURFACE MOTION
 NQ0005
 NQ0005  HISTORY     - Date     Condition        Report By
 NQ0005  HISTORY     - 1954     MONUMENTED       CGS
 NQ0005
 NQ0005                          STATION DESCRIPTION
 NQ0005
 NQ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0005'1.4 MI E FROM VAN TASSELL.
 NQ0005'1.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0005'THE STATION AT VAN TASSELL, 97 FEET SOUTH OF THE CENTER LINE OF
 NQ0005'U.S. HIGHWAY 20, 98 FEET NORTHWEST OF MILEPOST 470, 49 FEET NORTH
 NQ0005'OF THE NORTH RAIL, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 NQ0005'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 NQ0005'THE GROUND, 0.6 MILE WEST OF THE NEBRASKA AND WYOMING STATE LINE.
 NQ0005'IN SECTION 15, TOWNSHIP 31 NORTH, RANGE 60 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0783 ***********************************************************************
 NQ0783  DESIGNATION -  A 105 RESET
 NQ0783  PID         -  NQ0783
 NQ0783  STATE/COUNTY-  WY/NIOBRARA
 NQ0783  USGS QUAD   -  MANVILLE (1981)
 NQ0783
 NQ0783                         *CURRENT SURVEY CONTROL
 NQ0783  ___________________________________________________________________
 NQ0783* NAD 83(1986)-  42 46 43.     (N)    104 36 03.     (W)     SCALED    
 NQ0783* NAVD 88     -      1599.52   (meters)    5247.8    (feet)  RESET     
 NQ0783  ___________________________________________________________________
 NQ0783  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0783
 NQ0783  VERT ORDER  -  THIRD
 NQ0783
 NQ0783.The horizontal coordinates were scaled from a topographic map and have
 NQ0783.an estimated accuracy of +/- 6 seconds.
 NQ0783
 NQ0783.The orthometric height was computed from unverified reset data.
 NQ0783
 NQ0783.The geoid height was determined by GEOID03.
 NQ0783
 NQ0783;                    North         East    Units  Estimated Accuracy
 NQ0783;SPC WY E     -   253,220.      246,300.      MT  (+/- 180 meters Scaled)
 NQ0783
 NQ0783                          SUPERSEDED SURVEY CONTROL
 NQ0783
 NQ0783  NGVD 29 (03/28/06) 1598.77   (m)         5245.3    (f) RESET       3  
 NQ0783
 NQ0783.Superseded values are not recommended for survey control.
 NQ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0783.See file dsdata.txt to determine how the superseded data were derived.
 NQ0783
 NQ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH326363(NAD 83)
 NQ0783_MARKER: DV = VERTICAL CONTROL DISK
 NQ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0783_SP_SET: CONCRETE POST
 NQ0783_STAMPING: A 105 RESET 1980
 NQ0783_MARK LOGO: NGS   
 NQ0783_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0783+STABILITY: SURFACE MOTION
 NQ0783
 NQ0783  HISTORY     - Date     Condition        Report By
 NQ0783  HISTORY     - 1980     MONUMENTED       NGS
 NQ0783
 NQ0783                          STATION DESCRIPTION
 NQ0783
 NQ0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0783'ABOUT 1.0 MILE (1.6 KM) EAST ALONG THE RAILROAD TRACK FROM THE
 NQ0783'RAILROAD CROSSING IN MANVILLE, 51 FEET (15.5 M) NORTH OF NORTH RAIL
 NQ0783'OF TRACK, 4.6 FEET (1.4 M) NORTH OF A FENCE, SET IN THE TOP OF A
 NQ0783'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0509 ***********************************************************************
 MO0509  DESIGNATION -  A 109
 MO0509  PID         -  MO0509
 MO0509  STATE/COUNTY-  WY/LARAMIE
 MO0509  USGS QUAD   -  HORSE CREEK (1962)
 MO0509
 MO0509                         *CURRENT SURVEY CONTROL
 MO0509  ___________________________________________________________________
 MO0509* NAD 83(1986)-  41 24 47.     (N)    105 11 04.     (W)     SCALED    
 MO0509* NAVD 88     -      1990.805  (meters)    6531.50   (feet)  ADJUSTED  
 MO0509  ___________________________________________________________________
 MO0509  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 MO0509  DYNAMIC HT  -        1989.113 (meters)    6525.95  (feet)  COMP
 MO0509  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 MO0509
 MO0509  VERT ORDER  -  FIRST     CLASS II
 MO0509
 MO0509.The horizontal coordinates were scaled from a topographic map and have
 MO0509.an estimated accuracy of +/- 6 seconds.
 MO0509
 MO0509.The orthometric height was determined by differential leveling
 MO0509.and adjusted by the National Geodetic Survey in June 1991..
 MO0509
 MO0509.The geoid height was determined by GEOID03.
 MO0509
 MO0509.The dynamic height is computed by dividing the NAVD 88
 MO0509.geopotential number by the normal gravity value computed on the
 MO0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0509.degrees latitude (g = 980.6199 gals.).
 MO0509
 MO0509.The modeled gravity was interpolated from observed gravity values.
 MO0509
 MO0509;                    North         East    Units  Estimated Accuracy
 MO0509;SPC WY E     -   101,390.      198,510.      MT  (+/- 180 meters Scaled)
 MO0509
 MO0509                          SUPERSEDED SURVEY CONTROL
 MO0509
 MO0509  NGVD 29 (??/??/92) 1989.774  (m)         6528.12   (f) ADJ UNCH    1 2
 MO0509
 MO0509.Superseded values are not recommended for survey control.
 MO0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0509.See file dsdata.txt to determine how the superseded data were derived.
 MO0509
 MO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF845846(NAD 83)
 MO0509_MARKER: DB = BENCH MARK DISK
 MO0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0509_STAMPING: A 109 1954
 MO0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0509+STABILITY: SURFACE MOTION
 MO0509
 MO0509  HISTORY     - Date     Condition        Report By
 MO0509  HISTORY     - 1954     MONUMENTED       CGS
 MO0509
 MO0509                          STATION DESCRIPTION
 MO0509
 MO0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0509'1.2 MI SE FROM HORSE CREEK.
 MO0509'1.15 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0509'FROM THE STATION AT HORSE CREEK, AT A PRIVATE ROAD CROSSING, 106
 MO0509'FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 114 FEET
 MO0509'SOUTHWEST OF THE SOUTHWEST RAIL, 1.6 FEET NORTHEAST OF A FENCE,
 MO0509'2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0509'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0012 ***********************************************************************
 PY0012  DESIGNATION -  A 11
 PY0012  PID         -  PY0012
 PY0012  STATE/COUNTY-  WY/PARK
 PY0012  USGS QUAD   -  LAKE (1986)
 PY0012
 PY0012                         *CURRENT SURVEY CONTROL
 PY0012  ___________________________________________________________________
 PY0012* NAD 83(1986)-  44 34 04.     (N)    110 23 12.     (W)     SCALED    
 PY0012* NAVD 88     -      2377.045  (meters)    7798.69   (feet)  ADJUSTED  
 PY0012  ___________________________________________________________________
 PY0012  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0012  DYNAMIC HT  -        2375.479 (meters)    7793.55  (feet)  COMP
 PY0012  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 PY0012
 PY0012  VERT ORDER  -  FIRST     CLASS II
 PY0012
 PY0012.The horizontal coordinates were scaled from a topographic map and have
 PY0012.an estimated accuracy of +/- 6 seconds.
 PY0012
 PY0012.The orthometric height was determined by differential leveling
 PY0012.and adjusted by the National Geodetic Survey in June 1991..
 PY0012.WARNING-Repeat measurements at this control monument indicate possible
 PY0012.vertical movement.
 PY0012
 PY0012.The geoid height was determined by GEOID03.
 PY0012
 PY0012.The dynamic height is computed by dividing the NAVD 88
 PY0012.geopotential number by the normal gravity value computed on the
 PY0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0012.degrees latitude (g = 980.6199 gals.).
 PY0012
 PY0012.The modeled gravity was interpolated from observed gravity values.
 PY0012
 PY0012;                    North         East    Units  Estimated Accuracy
 PY0012;SPC WYWC     -   453,140.      470,000.      MT  (+/- 180 meters Scaled)
 PY0012
 PY0012                          SUPERSEDED SURVEY CONTROL
 PY0012
 PY0012  NGVD 29 (08/20/92) 2375.679  (m)         7794.21   (f) ADJUSTED    1 2
 PY0012
 PY0012.Superseded values are not recommended for survey control.
 PY0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0012.See file dsdata.txt to determine how the superseded data were derived.
 PY0012
 PY0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ487351(NAD 83)
 PY0012_MARKER: DB = BENCH MARK DISK
 PY0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0012_SP_SET: CONCRETE POST
 PY0012_STAMPING: A 11 1923 ELEV. 7791.763
 PY0012_MARK LOGO: CGS   
 PY0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0012+STABILITY: SURFACE MOTION
 PY0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0012+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2004
 PY0012
 PY0012  HISTORY     - Date     Condition        Report By
 PY0012  HISTORY     - 1923     MONUMENTED       CGS
 PY0012  HISTORY     - 1958     GOOD             USGS
 PY0012  HISTORY     - 1987     GOOD             NGS
 PY0012  HISTORY     - 1988     GOOD             USGS
 PY0012  HISTORY     - 20040724 GOOD             USPSQD
 PY0012
 PY0012                          STATION DESCRIPTION
 PY0012
 PY0012'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0012'IN LAKE JUNCTION.
 PY0012'AT LAKE JUNCTION.  128 FT. E. OF THE N. POINT OF ISLAND-- 116 FT. NW.
 PY0012'OF THE W. POINT OF THE FISHING BRIDGE PARKING STRIP AND ABOUT 65 FT.
 PY0012'N. OF THE CENTER LINE OF THE CURVE.  A STANDARD USC AND GS DISK IN TOP
 PY0012'OF CONCRETE MONUMENT PROJECTING 2.0 FT. AND STAMPED A-11,
 PY0012'1923-7791.763.
 PY0012
 PY0012                          STATION RECOVERY (1987)
 PY0012
 PY0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0012'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 PY0012'ORIGINAL DESCRIPTION STATES THAT THE DISK IS STAMPED A-11 1923
 PY0012'2791.763, BUT IS STAMPED AS ABOVE.
 PY0012
 PY0012                          STATION RECOVERY (1988)
 PY0012
 PY0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0012'RECOVERED IN GOOD CONDITION.
 PY0012
 PY0012                          STATION RECOVERY (2004)
 PY0012
 PY0012'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMP)
 PY0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0347 ***********************************************************************
 MO0347  DESIGNATION -  A 110
 MO0347  PID         -  MO0347
 MO0347  STATE/COUNTY-  WY/LARAMIE
 MO0347  USGS QUAD   -  MC DONALD RANCH (1976)
 MO0347
 MO0347                         *CURRENT SURVEY CONTROL
 MO0347  ___________________________________________________________________
 MO0347* NAD 83(1986)-  41 38 34.     (N)    105 05 16.     (W)     SCALED    
 MO0347* NAVD 88     -      1794.644  (meters)    5887.93   (feet)  ADJUSTED  
 MO0347  ___________________________________________________________________
 MO0347  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 MO0347  DYNAMIC HT  -        1793.210 (meters)    5883.22  (feet)  COMP
 MO0347  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 MO0347
 MO0347  VERT ORDER  -  FIRST     CLASS II
 MO0347
 MO0347.The horizontal coordinates were scaled from a topographic map and have
 MO0347.an estimated accuracy of +/- 6 seconds.
 MO0347
 MO0347.The orthometric height was determined by differential leveling
 MO0347.and adjusted by the National Geodetic Survey in June 1991..
 MO0347
 MO0347.The geoid height was determined by GEOID03.
 MO0347
 MO0347.The dynamic height is computed by dividing the NAVD 88
 MO0347.geopotential number by the normal gravity value computed on the
 MO0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0347.degrees latitude (g = 980.6199 gals.).
 MO0347
 MO0347.The modeled gravity was interpolated from observed gravity values.
 MO0347
 MO0347;                    North         East    Units  Estimated Accuracy
 MO0347;SPC WY E     -   126,910.      206,570.      MT  (+/- 180 meters Scaled)
 MO0347
 MO0347                          SUPERSEDED SURVEY CONTROL
 MO0347
 MO0347  NGVD 29 (??/??/92) 1793.665  (m)         5884.72   (f) ADJ UNCH    1 2
 MO0347
 MO0347.Superseded values are not recommended for survey control.
 MO0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0347.See file dsdata.txt to determine how the superseded data were derived.
 MO0347
 MO0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG926101(NAD 83)
 MO0347_MARKER: DB = BENCH MARK DISK
 MO0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0347_SP_SET: ABUTMENT
 MO0347_STAMPING: A 110 1954
 MO0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0347
 MO0347  HISTORY     - Date     Condition        Report By
 MO0347  HISTORY     - 1954     MONUMENTED       CGS
 MO0347
 MO0347                          STATION DESCRIPTION
 MO0347
 MO0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0347'9.9 MI NE FROM FARTHING.
 MO0347'9.9 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0347'THE STATION AT FARTHING, 0.4 MILE NORTHEAST OF MILEPOST 472, 5
 MO0347'FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE
 MO0347'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF CONCRETE BRIDGE 172.39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0275 ***********************************************************************
 NQ0275  DESIGNATION -  A 112
 NQ0275  PID         -  NQ0275
 NQ0275  STATE/COUNTY-  WY/CONVERSE
 NQ0275  USGS QUAD   -  GLENDO (1978)
 NQ0275
 NQ0275                         *CURRENT SURVEY CONTROL
 NQ0275  ___________________________________________________________________
 NQ0275* NAD 83(1986)-  42 34 28.     (N)    105 04 11.     (W)     SCALED    
 NQ0275* NAVD 88     -      1422.692  (meters)    4667.62   (feet)  ADJUSTED  
 NQ0275  ___________________________________________________________________
 NQ0275  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 NQ0275  DYNAMIC HT  -        1421.840 (meters)    4664.82  (feet)  COMP
 NQ0275  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 NQ0275
 NQ0275  VERT ORDER  -  FIRST     CLASS II
 NQ0275
 NQ0275.The horizontal coordinates were scaled from a topographic map and have
 NQ0275.an estimated accuracy of +/- 6 seconds.
 NQ0275
 NQ0275.The orthometric height was determined by differential leveling
 NQ0275.and adjusted by the National Geodetic Survey in June 1991..
 NQ0275
 NQ0275.The geoid height was determined by GEOID03.
 NQ0275
 NQ0275.The dynamic height is computed by dividing the NAVD 88
 NQ0275.geopotential number by the normal gravity value computed on the
 NQ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0275.degrees latitude (g = 980.6199 gals.).
 NQ0275
 NQ0275.The modeled gravity was interpolated from observed gravity values.
 NQ0275
 NQ0275;                    North         East    Units  Estimated Accuracy
 NQ0275;SPC WY E     -   230,390.      207,960.      MT  (+/- 180 meters Scaled)
 NQ0275
 NQ0275                          SUPERSEDED SURVEY CONTROL
 NQ0275
 NQ0275  NGVD 29 (??/??/92) 1421.900  (m)         4665.02   (f) ADJ UNCH    1 2
 NQ0275
 NQ0275.Superseded values are not recommended for survey control.
 NQ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0275.See file dsdata.txt to determine how the superseded data were derived.
 NQ0275
 NQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH942135(NAD 83)
 NQ0275_MARKER: DB = BENCH MARK DISK
 NQ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0275_STAMPING: A 112 1956
 NQ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0275+STABILITY: SURFACE MOTION
 NQ0275
 NQ0275  HISTORY     - Date     Condition        Report By
 NQ0275  HISTORY     - 1956     MONUMENTED       CGS
 NQ0275
 NQ0275                          STATION DESCRIPTION
 NQ0275
 NQ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0275'6 MI NW FROM GLENDO.
 NQ0275'5.95 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0275'RAILROAD FROM THE STATION AT GLENDO, AT A ROAD CROSSING, 0.1
 NQ0275'MILE SOUTHEAST OF THE SOUTHEAST END OF A BRIDGE OVER ELKHORN
 NQ0275'CREEK, 88 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 73 FEET SOUTHEAST
 NQ0275'OF THE CENTER LINE OF A DIRT ROAD, 13 FEET NORTHEAST OF A POWER
 NQ0275'POLE, IN LINE WITH A ROW OF POWER POLES, 11.3 FEET NORTHEAST OF A
 NQ0275'FENCE, 2.3 FEET NORTHEAST OF A WITNESS POST, 5 FEET BELOW THE
 NQ0275'TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0275'0.6 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 13,
 NQ0275'TOWNSHIP 31 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0157 ***********************************************************************
 OU0157  DESIGNATION -  A 113
 OU0157  PID         -  OU0157
 OU0157  STATE/COUNTY-  WY/NIOBRARA
 OU0157  USGS QUAD   -  BOGGY RESERVOIR (1981)
 OU0157
 OU0157                         *CURRENT SURVEY CONTROL
 OU0157  ___________________________________________________________________
 OU0157* NAD 83(1986)-  43 17 30.     (N)    104 37 21.     (W)     SCALED    
 OU0157* NAVD 88     -      1255.336  (meters)    4118.55   (feet)  ADJUSTED  
 OU0157  ___________________________________________________________________
 OU0157  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 OU0157  DYNAMIC HT  -        1254.696 (meters)    4116.45  (feet)  COMP
 OU0157  MODELED GRAV-     980,066.6   (mgal)                       NAVD 88
 OU0157
 OU0157  VERT ORDER  -  SECOND    CLASS 0
 OU0157
 OU0157.The horizontal coordinates were scaled from a topographic map and have
 OU0157.an estimated accuracy of +/- 6 seconds.
 OU0157
 OU0157.The orthometric height was determined by differential leveling
 OU0157.and adjusted by the National Geodetic Survey in June 1991..
 OU0157
 OU0157.The geoid height was determined by GEOID03.
 OU0157
 OU0157.The dynamic height is computed by dividing the NAVD 88
 OU0157.geopotential number by the normal gravity value computed on the
 OU0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0157.degrees latitude (g = 980.6199 gals.).
 OU0157
 OU0157.The modeled gravity was interpolated from observed gravity values.
 OU0157
 OU0157;                    North         East    Units  Estimated Accuracy
 OU0157;SPC WY E     -   310,200.      244,160.      MT  (+/- 180 meters Scaled)
 OU0157
 OU0157                          SUPERSEDED SURVEY CONTROL
 OU0157
 OU0157  NGVD 29 (??/??/92) 1254.618  (m)         4116.19   (f) ADJ UNCH    2 0
 OU0157
 OU0157.Superseded values are not recommended for survey control.
 OU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0157.See file dsdata.txt to determine how the superseded data were derived.
 OU0157
 OU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH306932(NAD 83)
 OU0157_MARKER: DB = BENCH MARK DISK
 OU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0157_STAMPING: A 113 1956
 OU0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0157+STABILITY: SURFACE MOTION
 OU0157
 OU0157  HISTORY     - Date     Condition        Report By
 OU0157  HISTORY     - 1956     MONUMENTED       CGS
 OU0157  HISTORY     - 1957     GOOD             NGS
 OU0157  HISTORY     - 1976     GOOD             USGS
 OU0157
 OU0157                          STATION DESCRIPTION
 OU0157
 OU0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0157'27.8 MI SE FROM DULL CENTER.
 OU0157'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED POST
 OU0157'OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER, THENCE
 OU0157'3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.75 MILES
 OU0157'SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE 12.85 MILES
 OU0157'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.5 MILES SOUTHEAST
 OU0157'ALONG A GRAVELED ROAD, 0.2 MILE NORTHEAST OF THE FRANK JOHNSON
 OU0157'RANCH HOUSE, AT THE TOP OF A HILL, ON THE EAST BANK OF A DRAW,
 OU0157'85 FEET SOUTH OF THE CENTER LINE OF A ROAD, 72 FEET SOUTHEAST OF
 OU0157'A FENCE CORNER, 3 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHEAST
 OU0157'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 OU0157'PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 2, TOWNSHIP 38
 OU0157'NORTH, RANGE 65 WEST.
 OU0157
 OU0157                          STATION RECOVERY (1976)
 OU0157
 OU0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0157'LANCE CREEK POST OFFICE, 2.4 MI EAST FROM, ALONG STATE HWY. 270,
 OU0157'THENCE 17.7 MI NORTH NORTH ALONG A PAVED AND GRADED COUNTY RD., NEAR
 OU0157'THE CORS. OF SEC. 1, 2 11, 12 T 38 N, R 65 W , 0.3 MI WEST OF A SHARP
 OU0157'BEND IN THE RD., 0.2 MI NE. OF A RANCH HOUSE, AT THE TOP OF A HILL,
 OU0157'ON THE EAST BANK OF A DRAW, 85 FT SOUTH OF THE CENTERLINE OF THE RD.,
 OU0157'72 FT SE. OF A FENCE COR. 3 FT NE. OF A FENCE, SET IN THE TOP OF A
 OU0157'CONCRETE POST PROJECTING 0.3 FT, STANDARD DISK STAMPED "A 113 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0096 ***********************************************************************
 MQ0096  DESIGNATION -  A 114
 MQ0096  PID         -  MQ0096
 MQ0096  STATE/COUNTY-  WY/SWEETWATER
 MQ0096  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0096
 MQ0096                         *CURRENT SURVEY CONTROL
 MQ0096  ___________________________________________________________________
 MQ0096* NAD 83(1986)-  41 38 41.     (N)    108 46 15.     (W)     SCALED    
 MQ0096* NAVD 88     -      1993.260  (meters)    6539.55   (feet)  ADJUSTED  
 MQ0096  ___________________________________________________________________
 MQ0096  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 MQ0096  DYNAMIC HT  -        1991.574 (meters)    6534.02  (feet)  COMP
 MQ0096  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 MQ0096
 MQ0096  VERT ORDER  -  FIRST     CLASS II
 MQ0096
 MQ0096.The horizontal coordinates were scaled from a topographic map and have
 MQ0096.an estimated accuracy of +/- 6 seconds.
 MQ0096
 MQ0096.The orthometric height was determined by differential leveling
 MQ0096.and adjusted by the National Geodetic Survey in June 1991..
 MQ0096
 MQ0096.The geoid height was determined by GEOID03.
 MQ0096
 MQ0096.The dynamic height is computed by dividing the NAVD 88
 MQ0096.geopotential number by the normal gravity value computed on the
 MQ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0096.degrees latitude (g = 980.6199 gals.).
 MQ0096
 MQ0096.The modeled gravity was interpolated from observed gravity values.
 MQ0096
 MQ0096;                    North         East    Units  Estimated Accuracy
 MQ0096;SPC WYWC     -   127,120.      598,260.      MT  (+/- 180 meters Scaled)
 MQ0096
 MQ0096                          SUPERSEDED SURVEY CONTROL
 MQ0096
 MQ0096  NGVD 29 (06/08/92) 1991.982  (m)         6535.36   (f) ADJUSTED    1 2
 MQ0096
 MQ0096.Superseded values are not recommended for survey control.
 MQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0096.See file dsdata.txt to determine how the superseded data were derived.
 MQ0096
 MQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM856127(NAD 83)
 MQ0096_MARKER: DB = BENCH MARK DISK
 MQ0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0096_SP_SET: ABUTMENT
 MQ0096_STAMPING: A 114 1956
 MQ0096_MARK LOGO: CGS   
 MQ0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0096
 MQ0096  HISTORY     - Date     Condition        Report By
 MQ0096  HISTORY     - 1956     MONUMENTED       CGS
 MQ0096  HISTORY     - 1983     GOOD             NGS
 MQ0096
 MQ0096                          STATION DESCRIPTION
 MQ0096
 MQ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0096'3.0 MI SE FROM POINT OF ROCKS.
 MQ0096'3.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0096'SIGN AT POINT OF ROCKS, 5 POLES NORTHWEST OF MILEPOST 774, 6.7 MILES
 MQ0096'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 2 FEET BELOW
 MQ0096'THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE
 MQ0096'SOUTHEAST ABUTMENT OF A BRIDGE OVER BITTER CREEK, IN SECTION 11,
 MQ0096'TOWNSHIP 19 NORTH, RANGE 101 WEST.
 MQ0096
 MQ0096                          STATION RECOVERY (1983)
 MQ0096
 MQ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0069 ***********************************************************************
 MQ0069  DESIGNATION -  A 115
 MQ0069  PID         -  MQ0069
 MQ0069  STATE/COUNTY-  WY/SWEETWATER
 MQ0069  USGS QUAD   -  TABLE ROCK (1970)
 MQ0069
 MQ0069                         *CURRENT SURVEY CONTROL
 MQ0069  ___________________________________________________________________
 MQ0069* NAD 83(1986)-  41 35 31.     (N)    108 28 29.     (W)     SCALED    
 MQ0069* NAVD 88     -      2056.569  (meters)    6747.26   (feet)  ADJUSTED  
 MQ0069  ___________________________________________________________________
 MQ0069  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 MQ0069  DYNAMIC HT  -        2054.764 (meters)    6741.34  (feet)  COMP
 MQ0069  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 MQ0069
 MQ0069  VERT ORDER  -  FIRST     CLASS II
 MQ0069
 MQ0069.The horizontal coordinates were scaled from a topographic map and have
 MQ0069.an estimated accuracy of +/- 6 seconds.
 MQ0069
 MQ0069.The orthometric height was determined by differential leveling
 MQ0069.and adjusted by the National Geodetic Survey in June 1991..
 MQ0069.WARNING-Repeat measurements at this control monument indicate possible
 MQ0069.vertical movement.
 MQ0069
 MQ0069.The geoid height was determined by GEOID03.
 MQ0069
 MQ0069.The dynamic height is computed by dividing the NAVD 88
 MQ0069.geopotential number by the normal gravity value computed on the
 MQ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0069.degrees latitude (g = 980.6199 gals.).
 MQ0069
 MQ0069.The modeled gravity was interpolated from observed gravity values.
 MQ0069
 MQ0069;                    North         East    Units  Estimated Accuracy
 MQ0069;SPC WYWC     -   121,300.      622,950.      MT  (+/- 180 meters Scaled)
 MQ0069
 MQ0069                          SUPERSEDED SURVEY CONTROL
 MQ0069
 MQ0069  NGVD 29 (06/08/92) 2055.296  (m)         6743.08   (f) ADJUSTED    1 2
 MQ0069
 MQ0069.Superseded values are not recommended for survey control.
 MQ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0069.See file dsdata.txt to determine how the superseded data were derived.
 MQ0069
 MQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM104075(NAD 83)
 MQ0069_MARKER: DB = BENCH MARK DISK
 MQ0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0069_SP_SET: CULVERT
 MQ0069_STAMPING: A 115 1956
 MQ0069_MARK LOGO: CGS   
 MQ0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0069
 MQ0069  HISTORY     - Date     Condition        Report By
 MQ0069  HISTORY     - 1956     MONUMENTED       CGS
 MQ0069  HISTORY     - 1983     GOOD             NGS
 MQ0069
 MQ0069                          STATION DESCRIPTION
 MQ0069
 MQ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0069'4.8 MI W FROM TABLE ROCK.
 MQ0069'4.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0069'TABLE ROCK, 0.2 MILE EAST OF THE STATION SIGN AT MONELL, 0.5 MILE WEST
 MQ0069'OF MILEPOST 751, 13.5 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH MAIN
 MQ0069'LINE TRACK, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MQ0069'CENTER OF THE SOUTH HEADWALL OF A 30 INCH PIPE CULVERT, IN SECTION 29,
 MQ0069'TOWNSHIP 19 NORTH, RANGE 98 WEST.
 MQ0069
 MQ0069                          STATION RECOVERY (1983)
 MQ0069
 MQ0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0260 ***********************************************************************
 MP0260  DESIGNATION -  A 116
 MP0260  PID         -  MP0260
 MP0260  STATE/COUNTY-  WY/CARBON
 MP0260  USGS QUAD   -  RAWLINS PEAK (1983)
 MP0260
 MP0260                         *CURRENT SURVEY CONTROL
 MP0260  ___________________________________________________________________
 MP0260* NAD 83(1986)-  41 46 21.     (N)    107 21 36.     (W)     SCALED    
 MP0260* NAVD 88     -      2112.176  (meters)    6929.70   (feet)  ADJUSTED  
 MP0260  ___________________________________________________________________
 MP0260  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 MP0260  DYNAMIC HT  -        2110.340 (meters)    6923.67  (feet)  COMP
 MP0260  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 MP0260
 MP0260  VERT ORDER  -  FIRST     CLASS II
 MP0260
 MP0260.The horizontal coordinates were scaled from a topographic map and have
 MP0260.an estimated accuracy of +/- 6 seconds.
 MP0260
 MP0260.The orthometric height was determined by differential leveling
 MP0260.and adjusted by the National Geodetic Survey in June 1991..
 MP0260
 MP0260.The geoid height was determined by GEOID03.
 MP0260
 MP0260.The dynamic height is computed by dividing the NAVD 88
 MP0260.geopotential number by the normal gravity value computed on the
 MP0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0260.degrees latitude (g = 980.6199 gals.).
 MP0260
 MP0260.The modeled gravity was interpolated from observed gravity values.
 MP0260
 MP0260;                    North         East    Units  Estimated Accuracy
 MP0260;SPC WYEC     -   241,310.      397,780.      MT  (+/- 180 meters Scaled)
 MP0260
 MP0260                          SUPERSEDED SURVEY CONTROL
 MP0260
 MP0260  NGVD 29 (06/08/92) 2110.970  (m)         6925.74   (f) ADJUSTED    1 2
 MP0260
 MP0260.Superseded values are not recommended for survey control.
 MP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0260.See file dsdata.txt to determine how the superseded data were derived.
 MP0260
 MP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG038272(NAD 83)
 MP0260_MARKER: DB = BENCH MARK DISK
 MP0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0260_STAMPING: A 116 1956
 MP0260_MARK LOGO: CGS   
 MP0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0260+STABILITY: SURFACE MOTION
 MP0260
 MP0260  HISTORY     - Date     Condition        Report By
 MP0260  HISTORY     - 1956     MONUMENTED       CGS
 MP0260  HISTORY     - 1983     GOOD             NGS
 MP0260
 MP0260                          STATION DESCRIPTION
 MP0260
 MP0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0260'6.7 MI W FROM RAWLINS.
 MP0260'6.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0260'RAWLINS, 0.4 MILE EAST OF MILEPOST 690, 162 FEET NORTH OF THE NORTH
 MP0260'RAIL OF THE NORTH TRACK, 97 FEET SOUTH OF A FENCE CORNER, 70 FEET
 MP0260'NORTH OF A FENCE CORNER, 2.5 FEET EAST OF A FENCE, 2.5 FEET SOUTH OF A
 MP0260'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MP0260'FOOT ABOVE THE GROUND, IN SECTION 20, TOWNSHIP 21 NORTH, RANGE 88
 MP0260'WEST.
 MP0260
 MP0260                          STATION RECOVERY (1983)
 MP0260
 MP0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0371 ***********************************************************************
 MP0371  DESIGNATION -  A 117
 MP0371  PID         -  MP0371
 MP0371  STATE/COUNTY-  WY/SWEETWATER
 MP0371  USGS QUAD   -  CRESTON (1981)
 MP0371
 MP0371                         *CURRENT SURVEY CONTROL
 MP0371  ___________________________________________________________________
 MP0371* NAD 83(1986)-  41 42 18.     (N)    107 45 03.     (W)     SCALED    
 MP0371* NAVD 88     -      2163.123  (meters)    7096.85   (feet)  ADJUSTED  
 MP0371  ___________________________________________________________________
 MP0371  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MP0371  DYNAMIC HT  -        2161.180 (meters)    7090.47  (feet)  COMP
 MP0371  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 MP0371
 MP0371  VERT ORDER  -  FIRST     CLASS II
 MP0371
 MP0371.The horizontal coordinates were scaled from a topographic map and have
 MP0371.an estimated accuracy of +/- 6 seconds.
 MP0371
 MP0371.The orthometric height was determined by differential leveling
 MP0371.and adjusted by the National Geodetic Survey in June 1991..
 MP0371
 MP0371.The geoid height was determined by GEOID03.
 MP0371
 MP0371.The dynamic height is computed by dividing the NAVD 88
 MP0371.geopotential number by the normal gravity value computed on the
 MP0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0371.degrees latitude (g = 980.6199 gals.).
 MP0371
 MP0371.The modeled gravity was interpolated from observed gravity values.
 MP0371
 MP0371;                    North         East    Units  Estimated Accuracy
 MP0371;SPC WYWC     -   134,300.      683,160.      MT  (+/- 180 meters Scaled)
 MP0371
 MP0371                          SUPERSEDED SURVEY CONTROL
 MP0371
 MP0371  NGVD 29 (06/08/92) 2161.859  (m)         7092.70   (f) ADJUSTED    1 2
 MP0371
 MP0371.Superseded values are not recommended for survey control.
 MP0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0371.See file dsdata.txt to determine how the superseded data were derived.
 MP0371
 MP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG711206(NAD 83)
 MP0371_MARKER: DB = BENCH MARK DISK
 MP0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0371_STAMPING: A 117 1956
 MP0371_MARK LOGO: CGS   
 MP0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0371+STABILITY: SURFACE MOTION
 MP0371
 MP0371  HISTORY     - Date     Condition        Report By
 MP0371  HISTORY     - 1956     MONUMENTED       CGS
 MP0371  HISTORY     - 1983     GOOD             NGS
 MP0371
 MP0371                          STATION DESCRIPTION
 MP0371
 MP0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0371'0.3 MI E FROM CRESTON.
 MP0371'0.3 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MP0371'AT CRESTON, 92.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 MP0371'MAIN LINE TRACK, 45.2 FEET SOUTHEAST OF A FENCE, 4.7 FEET NORTHEAST OF
 MP0371'THE 4TH POLE SOUTHWEST OF THE 711 1/2 MILEPOST, 2.5 FEET SOUTHWEST OF
 MP0371'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MP0371'FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 20
 MP0371'NORTH, RANGE 92 WEST.
 MP0371
 MP0371                          STATION RECOVERY (1983)
 MP0371
 MP0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0002 ***********************************************************************
 MQ0002  DESIGNATION -  A 118
 MQ0002  PID         -  MQ0002
 MQ0002  STATE/COUNTY-  WY/SWEETWATER
 MQ0002  USGS QUAD   -  RED DESERT (1970)
 MQ0002
 MQ0002                         *CURRENT SURVEY CONTROL
 MQ0002  ___________________________________________________________________
 MQ0002* NAD 83(1986)-  41 39 26.     (N)    108 01 21.     (W)     SCALED    
 MQ0002* NAVD 88     -      2035.302  (meters)    6677.49   (feet)  ADJUSTED  
 MQ0002  ___________________________________________________________________
 MQ0002  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MQ0002  DYNAMIC HT  -        2033.510 (meters)    6671.61  (feet)  COMP
 MQ0002  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 MQ0002
 MQ0002  VERT ORDER  -  FIRST     CLASS II
 MQ0002
 MQ0002.The horizontal coordinates were scaled from a topographic map and have
 MQ0002.an estimated accuracy of +/- 6 seconds.
 MQ0002
 MQ0002.The orthometric height was determined by differential leveling
 MQ0002.and adjusted by the National Geodetic Survey in June 1991..
 MQ0002
 MQ0002.The geoid height was determined by GEOID03.
 MQ0002
 MQ0002.The dynamic height is computed by dividing the NAVD 88
 MQ0002.geopotential number by the normal gravity value computed on the
 MQ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0002.degrees latitude (g = 980.6199 gals.).
 MQ0002
 MQ0002.The modeled gravity was interpolated from observed gravity values.
 MQ0002
 MQ0002;                    North         East    Units  Estimated Accuracy
 MQ0002;SPC WYWC     -   128,760.      660,590.      MT  (+/- 180 meters Scaled)
 MQ0002
 MQ0002                          SUPERSEDED SURVEY CONTROL
 MQ0002
 MQ0002  NGVD 29 (06/08/92) 2034.072  (m)         6673.45   (f) ADJUSTED    1 2
 MQ0002
 MQ0002.Superseded values are not recommended for survey control.
 MQ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0002.See file dsdata.txt to determine how the superseded data were derived.
 MQ0002
 MQ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM479160(NAD 83)
 MQ0002_MARKER: DB = BENCH MARK DISK
 MQ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0002_STAMPING: A 118 1956
 MQ0002_MARK LOGO: CGS   
 MQ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0002+STABILITY: SURFACE MOTION
 MQ0002
 MQ0002  HISTORY     - Date     Condition        Report By
 MQ0002  HISTORY     - 1956     MONUMENTED       CGS
 MQ0002  HISTORY     - 1983     GOOD             NGS
 MQ0002
 MQ0002                          STATION DESCRIPTION
 MQ0002
 MQ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0002'2.9 MI W FROM WAMSUTTER.
 MQ0002'2.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0002'WAMSUTTER, 4 POLES WEST OF MILEPOST 727 76.4 FEET NORTH OF THE NORTH
 MQ0002'RAIL OF THE NORTH TRACK, 6.7 FEET WEST OF A TELEPHONE POLE, 2.5 FEET
 MQ0002'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MQ0002'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 5, TOWNSHIP 19 NORTH,
 MQ0002'RANGE 94 WEST.
 MQ0002
 MQ0002                          STATION RECOVERY (1983)
 MQ0002
 MQ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0141 ***********************************************************************
 NQ0141  DESIGNATION -  A 119
 NQ0141  PID         -  NQ0141
 NQ0141  STATE/COUNTY-  WY/PLATTE
 NQ0141  USGS QUAD   -  DWYER (1990)
 NQ0141
 NQ0141                         *CURRENT SURVEY CONTROL
 NQ0141  ___________________________________________________________________
 NQ0141* NAD 83(1986)-  42 13 29.     (N)    104 55 49.     (W)     SCALED    
 NQ0141* NAVD 88     -      1445.721  (meters)    4743.17   (feet)  ADJUSTED  
 NQ0141  ___________________________________________________________________
 NQ0141  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0141  DYNAMIC HT  -        1444.803 (meters)    4740.16  (feet)  COMP
 NQ0141  MODELED GRAV-     979,935.5   (mgal)                       NAVD 88
 NQ0141
 NQ0141  VERT ORDER  -  FIRST     CLASS II
 NQ0141
 NQ0141.The horizontal coordinates were scaled from a topographic map and have
 NQ0141.an estimated accuracy of +/- 6 seconds.
 NQ0141
 NQ0141.The orthometric height was determined by differential leveling
 NQ0141.and adjusted by the National Geodetic Survey in June 1991..
 NQ0141
 NQ0141.The geoid height was determined by GEOID03.
 NQ0141
 NQ0141.The dynamic height is computed by dividing the NAVD 88
 NQ0141.geopotential number by the normal gravity value computed on the
 NQ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0141.degrees latitude (g = 980.6199 gals.).
 NQ0141
 NQ0141.The modeled gravity was interpolated from observed gravity values.
 NQ0141
 NQ0141;                    North         East    Units  Estimated Accuracy
 NQ0141;SPC WY E     -   191,560.      219,520.      MT  (+/- 180 meters Scaled)
 NQ0141
 NQ0141                          SUPERSEDED SURVEY CONTROL
 NQ0141
 NQ0141  NGVD 29 (??/??/92) 1444.918  (m)         4740.54   (f) ADJ UNCH    1 2
 NQ0141
 NQ0141.Superseded values are not recommended for survey control.
 NQ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0141.See file dsdata.txt to determine how the superseded data were derived.
 NQ0141
 NQ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG057747(NAD 83)
 NQ0141_MARKER: DB = BENCH MARK DISK
 NQ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0141_STAMPING: A 119 1956
 NQ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0141+STABILITY: SURFACE MOTION
 NQ0141
 NQ0141  HISTORY     - Date     Condition        Report By
 NQ0141  HISTORY     - 1956     MONUMENTED       CGS
 NQ0141
 NQ0141                          STATION DESCRIPTION
 NQ0141
 NQ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0141'15 MI NW FROM WHEATLAND.
 NQ0141'15.0 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0141'FROM THE STATION AT WHEATLAND, 38.5 FEET NORTHEAST OF THE NORTHEAST
 NQ0141'RAIL, 26.5 FEET NORTHEAST OF MILEPOST 229, 59 FEET SOUTHWEST
 NQ0141'OF A FENCE, 12.6 FEET SOUTHEAST OF A TELEPHONE POLE, IN
 NQ0141'LINE WITH A ROW OF TELEPHONE POLES, 2.5 FEET SOUTHWEST OF A
 NQ0141'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0141'0.5 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 18,
 NQ0141'TOWNSHIP 26 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0154 ***********************************************************************
 PY0154  DESIGNATION -  A 12
 PY0154  PID         -  PY0154
 PY0154  STATE/COUNTY-  WY/PARK
 PY0154  USGS QUAD   -  MAMMOTH (1986)
 PY0154
 PY0154                         *CURRENT SURVEY CONTROL
 PY0154  ___________________________________________________________________
 PY0154* NAD 83(1986)-  44 57 34.     (N)    110 40 50.     (W)     SCALED    
 PY0154* NAVD 88     -      1818.312  (meters)    5965.58   (feet)  POSTED    
 PY0154  ___________________________________________________________________
 PY0154  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0154  DYNAMIC HT  -        1817.370 (meters)    5962.49  (feet)  COMP
 PY0154  MODELED GRAV-     980,036.3   (mgal)                       NAVD 88
 PY0154
 PY0154  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PY0154
 PY0154.The horizontal coordinates were scaled from a topographic map and have
 PY0154.an estimated accuracy of +/- 6 seconds.
 PY0154
 PY0154.The orthometric height was determined by differential leveling
 PY0154.and adjusted by the National Geodetic Survey in 1992..
 PY0154.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PY0154.rate greater than 8.0 mm/km.
 PY0154
 PY0154.The geoid height was determined by GEOID03.
 PY0154
 PY0154.The dynamic height is computed by dividing the NAVD 88
 PY0154.geopotential number by the normal gravity value computed on the
 PY0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0154.degrees latitude (g = 980.6199 gals.).
 PY0154
 PY0154.The modeled gravity was interpolated from observed gravity values.
 PY0154
 PY0154;                    North         East    Units  Estimated Accuracy
 PY0154;SPC WYWC     -   497,170.      447,680.      MT  (+/- 180 meters Scaled)
 PY0154
 PY0154                          SUPERSEDED SURVEY CONTROL
 PY0154
 PY0154.No superseded survey control is available for this station.
 PY0154
 PY0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ251784(NAD 83)
 PY0154_MARKER: DB = BENCH MARK DISK
 PY0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0154_SP_SET: ABUTMENT
 PY0154_STAMPING: 5960.769 A 1923
 PY0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0154
 PY0154  HISTORY     - Date     Condition        Report By
 PY0154  HISTORY     - 1923     MONUMENTED       CGS
 PY0154  HISTORY     - 1934     GOOD             NGS
 PY0154  HISTORY     - 1981     MARK NOT FOUND   USGS
 PY0154
 PY0154                          STATION DESCRIPTION
 PY0154
 PY0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0154'2.0 MI E FROM MAMMOTH HOT SPRINGS.
 PY0154'2.0 MILES EAST ALONG THE MAMMOTH HOT SPRINGS-TOWER JUNCTION ROAD FROM
 PY0154'MAMMOTH HOT SPRINGS, YELLOWSTONE NATIONAL PARK, AT THE STEEL-ARCH
 PY0154'BRIDGE OVER GARDINER RIVER, AND IN THE NORTH END OF THE WEST ABUTMENT.
 PY0154'A STANDARD DISK, STAMPED 5960.769 A 1923.
 PY0154
 PY0154                          STATION RECOVERY (1981)
 PY0154
 PY0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PY0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0107 ***********************************************************************
 PV0107  DESIGNATION -  A 120
 PV0107  PID         -  PV0107
 PV0107  STATE/COUNTY-  WY/WESTON
 PV0107  USGS QUAD   -  FREDA CREEK (1982)
 PV0107
 PV0107                         *CURRENT SURVEY CONTROL
 PV0107  ___________________________________________________________________
 PV0107* NAD 83(1986)-  44 10 31.     (N)    104 46 44.     (W)     SCALED    
 PV0107* NAVD 88     -      1329.471  (meters)    4361.77   (feet)  ADJUSTED  
 PV0107  ___________________________________________________________________
 PV0107  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 PV0107  DYNAMIC HT  -        1328.935 (meters)    4360.01  (feet)  COMP
 PV0107  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 PV0107
 PV0107  VERT ORDER  -  FIRST     CLASS II
 PV0107
 PV0107.The horizontal coordinates were scaled from a topographic map and have
 PV0107.an estimated accuracy of +/- 6 seconds.
 PV0107
 PV0107.The orthometric height was determined by differential leveling
 PV0107.and adjusted by the National Geodetic Survey in June 1991..
 PV0107
 PV0107.The geoid height was determined by GEOID03.
 PV0107
 PV0107.The dynamic height is computed by dividing the NAVD 88
 PV0107.geopotential number by the normal gravity value computed on the
 PV0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0107.degrees latitude (g = 980.6199 gals.).
 PV0107
 PV0107.The modeled gravity was interpolated from observed gravity values.
 PV0107
 PV0107;                    North         East    Units  Estimated Accuracy
 PV0107;SPC WY E     -   408,300.      231,010.      MT  (+/- 180 meters Scaled)
 PV0107
 PV0107                          SUPERSEDED SURVEY CONTROL
 PV0107
 PV0107  NGVD 29 (??/??/92) 1328.841  (m)         4359.71   (f) ADJ UNCH    1 2
 PV0107
 PV0107.Superseded values are not recommended for survey control.
 PV0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0107.See file dsdata.txt to determine how the superseded data were derived.
 PV0107
 PV0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ176913(NAD 83)
 PV0107_MARKER: DB = BENCH MARK DISK
 PV0107_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0107_SP_SET: 11 FEET
 PV0107_STAMPING: A 120 1957
 PV0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0107
 PV0107  HISTORY     - Date     Condition        Report By
 PV0107  HISTORY     - 1957     MONUMENTED       CGS
 PV0107  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0107
 PV0107                          STATION DESCRIPTION
 PV0107
 PV0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0107'9.2 MI NW FROM UPTON.
 PV0107'9.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0107'RAILROAD FROM THE STATION AT UPTON, 6 RAILS WEST OF MILEPOST
 PV0107'558, 54 FEET NORTH OF THE NORTH RAIL, 25 FEET SOUTH OF A SNOW
 PV0107'FENCE, 11 FEET NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET SOUTH
 PV0107'OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE RAILS, A DISK
 PV0107'ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 PV0107'11 FEET AND IS ENCASED IN A 4-INCH TILE THAT PROJECTS 7 INCHES.
 PV0107
 PV0107                          STATION RECOVERY (1985)
 PV0107
 PV0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0107'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0222 ***********************************************************************
 PV0222  DESIGNATION -  A 121
 PV0222  PID         -  PV0222
 PV0222  STATE/COUNTY-  WY/CAMPBELL
 PV0222  USGS QUAD   -  ROZET (1971)
 PV0222
 PV0222                         *CURRENT SURVEY CONTROL
 PV0222  ___________________________________________________________________
 PV0222* NAD 83(1986)-  44 16 48.     (N)    105 13 17.     (W)     SCALED    
 PV0222* NAVD 88     -      1309.460  (meters)    4296.12   (feet)  ADJUSTED  
 PV0222  ___________________________________________________________________
 PV0222  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 PV0222  DYNAMIC HT  -        1308.924 (meters)    4294.36  (feet)  COMP
 PV0222  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 PV0222
 PV0222  VERT ORDER  -  FIRST     CLASS II
 PV0222
 PV0222.The horizontal coordinates were scaled from a topographic map and have
 PV0222.an estimated accuracy of +/- 6 seconds.
 PV0222
 PV0222.The orthometric height was determined by differential leveling
 PV0222.and adjusted by the National Geodetic Survey in June 1991..
 PV0222
 PV0222.The geoid height was determined by GEOID03.
 PV0222
 PV0222.The dynamic height is computed by dividing the NAVD 88
 PV0222.geopotential number by the normal gravity value computed on the
 PV0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0222.degrees latitude (g = 980.6199 gals.).
 PV0222
 PV0222.The modeled gravity was interpolated from observed gravity values.
 PV0222
 PV0222;                    North         East    Units  Estimated Accuracy
 PV0222;SPC WY E     -   419,860.      195,630.      MT  (+/- 180 meters Scaled)
 PV0222
 PV0222                          SUPERSEDED SURVEY CONTROL
 PV0222
 PV0222  NGVD 29 (??/??/92) 1308.832  (m)         4294.06   (f) ADJ UNCH    1 2
 PV0222
 PV0222.Superseded values are not recommended for survey control.
 PV0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0222.See file dsdata.txt to determine how the superseded data were derived.
 PV0222
 PV0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK823029(NAD 83)
 PV0222_MARKER: DB = BENCH MARK DISK
 PV0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0222_SP_SET: BRIDGE ABUTMENT
 PV0222_STAMPING: A 121 1957
 PV0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0222
 PV0222  HISTORY     - Date     Condition        Report By
 PV0222  HISTORY     - 1957     MONUMENTED       CGS
 PV0222  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0222
 PV0222                          STATION DESCRIPTION
 PV0222
 PV0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0222'13.8 MI W FROM MOORCROFT.
 PV0222'13.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0222'FROM THE STATION AT MOORCROFT, 14.2 MILES EAST OF THE STATION AT
 PV0222'GILLETTE, 0.85 MILE WEST OF THE STONE SCHOOLHOUSE AT ROZET, IN
 PV0222'THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF BRIDGE 582.98,
 PV0222'7 FEET NORTH OF THE NORTH RAIL AND ABOUT 4 1/2 FEET BELOW THE
 PV0222'TRACK.
 PV0222
 PV0222                          STATION RECOVERY (1985)
 PV0222
 PV0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0222'NOT RECOVERED.  AN EXTENSION HAS BEEN ADDED TO THE DESCRIBED BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0273 ***********************************************************************
 PV0273  DESIGNATION -  A 122
 PV0273  PID         -  PV0273
 PV0273  STATE/COUNTY-  WY/CAMPBELL
 PV0273  USGS QUAD   -  GILLETTE WEST (1971)
 PV0273
 PV0273                         *CURRENT SURVEY CONTROL
 PV0273  ___________________________________________________________________
 PV0273* NAD 83(1986)-  44 18 11.     (N)    105 36 52.     (W)     SCALED    
 PV0273* NAVD 88     -      1450.784  (meters)    4759.78   (feet)  ADJUSTED  
 PV0273  ___________________________________________________________________
 PV0273  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0273  DYNAMIC HT  -        1450.167 (meters)    4757.76  (feet)  COMP
 PV0273  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 PV0273
 PV0273  VERT ORDER  -  FIRST     CLASS II
 PV0273
 PV0273.The horizontal coordinates were scaled from a topographic map and have
 PV0273.an estimated accuracy of +/- 6 seconds.
 PV0273
 PV0273.The orthometric height was determined by differential leveling
 PV0273.and adjusted by the National Geodetic Survey in June 1991..
 PV0273
 PV0273.The geoid height was determined by GEOID03.
 PV0273
 PV0273.The dynamic height is computed by dividing the NAVD 88
 PV0273.geopotential number by the normal gravity value computed on the
 PV0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0273.degrees latitude (g = 980.6199 gals.).
 PV0273
 PV0273.The modeled gravity was interpolated from observed gravity values.
 PV0273
 PV0273;                    North         East    Units  Estimated Accuracy
 PV0273;SPC WY E     -   422,520.      164,270.      MT  (+/- 180 meters Scaled)
 PV0273
 PV0273                          SUPERSEDED SURVEY CONTROL
 PV0273
 PV0273  NGVD 29 (??/??/92) 1450.108  (m)         4757.56   (f) ADJ UNCH    1 2
 PV0273
 PV0273.Superseded values are not recommended for survey control.
 PV0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0273.See file dsdata.txt to determine how the superseded data were derived.
 PV0273
 PV0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK509057(NAD 83)
 PV0273_MARKER: DB = BENCH MARK DISK
 PV0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0273_STAMPING: A 122 1957
 PV0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0273+STABILITY: SURFACE MOTION
 PV0273
 PV0273  HISTORY     - Date     Condition        Report By
 PV0273  HISTORY     - 1957     MONUMENTED       CGS
 PV0273
 PV0273                          STATION DESCRIPTION
 PV0273
 PV0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0273'5.6 MI W FROM GILLETTE.
 PV0273'ABOUT 5.65 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0273'RAILROAD FROM THE STATION AT GILLETTE, 2 1/2 POLES EAST OF THE
 PV0273'EAST END OF A CUT, 103 FEET NORTH OF THE NORTH RAIL, 125 FEET
 PV0273'WEST OF THE CENTER OF A GATE IN THE NORTH FENCE LINE, 2 1/2
 PV0273'FEET SOUTH OF THE FENCE LINE, 2 1/2 FEET EAST OF A WHITE WOODEN
 PV0273'WITNESS POST, ABOUT 3 FEET ABOVE THE TRACK AND IN THE TOP OF A
 PV0273'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0013 ***********************************************************************
 PW0013  DESIGNATION -  A 123
 PW0013  PID         -  PW0013
 PW0013  STATE/COUNTY-  WY/SHERIDAN
 PW0013  USGS QUAD   -  ARVADA (1971)
 PW0013
 PW0013                         *CURRENT SURVEY CONTROL
 PW0013  ___________________________________________________________________
 PW0013* NAD 83(1986)-  44 39 01.     (N)    106 07 33.     (W)     SCALED    
 PW0013* NAVD 88     -      1114.626  (meters)    3656.90   (feet)  ADJUSTED  
 PW0013  ___________________________________________________________________
 PW0013  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 PW0013  DYNAMIC HT  -        1114.214 (meters)    3655.55  (feet)  COMP
 PW0013  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 PW0013
 PW0013  VERT ORDER  -  FIRST     CLASS II
 PW0013
 PW0013.The horizontal coordinates were scaled from a topographic map and have
 PW0013.an estimated accuracy of +/- 6 seconds.
 PW0013
 PW0013.The orthometric height was determined by differential leveling
 PW0013.and adjusted by the National Geodetic Survey in June 1991..
 PW0013
 PW0013.The geoid height was determined by GEOID03.
 PW0013
 PW0013.The dynamic height is computed by dividing the NAVD 88
 PW0013.geopotential number by the normal gravity value computed on the
 PW0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0013.degrees latitude (g = 980.6199 gals.).
 PW0013
 PW0013.The modeled gravity was interpolated from observed gravity values.
 PW0013
 PW0013;                    North         East    Units  Estimated Accuracy
 PW0013;SPC WYEC     -   561,710.      495,780.      MT  (+/- 180 meters Scaled)
 PW0013
 PW0013                          SUPERSEDED SURVEY CONTROL
 PW0013
 PW0013  NGVD 29 (??/??/92) 1113.952  (m)         3654.69   (f) ADJ UNCH    1 2
 PW0013
 PW0013.Superseded values are not recommended for survey control.
 PW0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0013.See file dsdata.txt to determine how the superseded data were derived.
 PW0013
 PW0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK107447(NAD 83)
 PW0013_MARKER: DB = BENCH MARK DISK
 PW0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0013_SP_SET: ABUTMENT
 PW0013_STAMPING: A 123 1957
 PW0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0013
 PW0013  HISTORY     - Date     Condition        Report By
 PW0013  HISTORY     - 1957     MONUMENTED       CGS
 PW0013
 PW0013                          STATION DESCRIPTION
 PW0013
 PW0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0013'0.3 MI SE FROM ARVADA.
 PW0013'0.3 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0013'FROM THE STATION AT ARVADA, IN THE TOP OF THE NORTHEAST END OF THE
 PW0013'SOUTHEAST ABUTMENT OF THE BRIDGE OVER POWDER RIVER, 8 FEET NORTHEAST
 PW0013'OF THE NORTHEAST RAIL AND ABOUT 4 FEET BELOW THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0015 ***********************************************************************
 OU0015  DESIGNATION -  A 124
 OU0015  PID         -  OU0015
 OU0015  STATE/COUNTY-  WY/WESTON
 OU0015  USGS QUAD   -  DEWEY (1951)
 OU0015
 OU0015                         *CURRENT SURVEY CONTROL
 OU0015  ___________________________________________________________________
 OU0015* NAD 83(1986)-  43 34 27.     (N)    104 03 48.     (W)     SCALED    
 OU0015* NAVD 88     -      1151.199  (meters)    3776.89   (feet)  ADJUSTED  
 OU0015  ___________________________________________________________________
 OU0015  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 OU0015  DYNAMIC HT  -        1150.724 (meters)    3775.33  (feet)  COMP
 OU0015  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
 OU0015
 OU0015  VERT ORDER  -  FIRST     CLASS II
 OU0015
 OU0015.The horizontal coordinates were scaled from a topographic map and have
 OU0015.an estimated accuracy of +/- 6 seconds.
 OU0015
 OU0015.The orthometric height was determined by differential leveling
 OU0015.and adjusted by the National Geodetic Survey in June 1991..
 OU0015
 OU0015.The geoid height was determined by GEOID03.
 OU0015
 OU0015.The dynamic height is computed by dividing the NAVD 88
 OU0015.geopotential number by the normal gravity value computed on the
 OU0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0015.degrees latitude (g = 980.6199 gals.).
 OU0015
 OU0015.The modeled gravity was interpolated from observed gravity values.
 OU0015
 OU0015;                    North         East    Units  Estimated Accuracy
 OU0015;SPC WY E     -   342,030.      289,120.      MT  (+/- 180 meters Scaled)
 OU0015
 OU0015                          SUPERSEDED SURVEY CONTROL
 OU0015
 OU0015  NGVD 29 (??/??/92) 1150.624  (m)         3775.01   (f) ADJ UNCH    1 2
 OU0015
 OU0015.Superseded values are not recommended for survey control.
 OU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0015.See file dsdata.txt to determine how the superseded data were derived.
 OU0015
 OU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ756250(NAD 83)
 OU0015_MARKER: DB = BENCH MARK DISK
 OU0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0015_STAMPING: A 124 1957
 OU0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0015+STABILITY: SURFACE MOTION
 OU0015
 OU0015  HISTORY     - Date     Condition        Report By
 OU0015  HISTORY     - 1957     MONUMENTED       CGS
 OU0015
 OU0015                          STATION DESCRIPTION
 OU0015
 OU0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0015'21.6 MI SE FROM NEWCASTLE.
 OU0015'ABOUT 21.65 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0015'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 33,
 OU0015'T. 42 N., R. 60 W., 88 FEET EAST-NORTHEAST OF MILEPOST 499, 97
 OU0015'FEET EAST-NORTHEAST OF THE NEAR RAIL, 122 FEET NORTH-NORTHEAST
 OU0015'OF THE CENTER OF A PRIVATE ROAD CROSSING, 75 FEET NORTH-NORTHWEST
 OU0015'OF THE CENTER OF A GATE, 59 FEET NORTH OF A TELEPHONE POLE, 2
 OU0015'FEET SOUTHWEST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE
 OU0015'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP
 OU0015'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0038 ***********************************************************************
 OU0038  DESIGNATION -  A 125
 OU0038  PID         -  OU0038
 OU0038  STATE/COUNTY-  WY/WESTON
 OU0038  USGS QUAD   -  NEWCASTLE (1979)
 OU0038
 OU0038                         *CURRENT SURVEY CONTROL
 OU0038  ___________________________________________________________________
 OU0038* NAD 83(1986)-  43 45 53.     (N)    104 08 52.     (W)     SCALED    
 OU0038* NAVD 88     -      1261.822  (meters)    4139.83   (feet)  ADJUSTED  
 OU0038  ___________________________________________________________________
 OU0038  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 OU0038  DYNAMIC HT  -        1261.264 (meters)    4138.00  (feet)  COMP
 OU0038  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 OU0038
 OU0038  VERT ORDER  -  FIRST     CLASS II
 OU0038
 OU0038.The horizontal coordinates were scaled from a topographic map and have
 OU0038.an estimated accuracy of +/- 6 seconds.
 OU0038
 OU0038.The orthometric height was determined by differential leveling
 OU0038.and adjusted by the National Geodetic Survey in June 1991..
 OU0038
 OU0038.The geoid height was determined by GEOID03.
 OU0038
 OU0038.The dynamic height is computed by dividing the NAVD 88
 OU0038.geopotential number by the normal gravity value computed on the
 OU0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0038.degrees latitude (g = 980.6199 gals.).
 OU0038
 OU0038.The modeled gravity was interpolated from observed gravity values.
 OU0038
 OU0038;                    North         East    Units  Estimated Accuracy
 OU0038;SPC WY E     -   363,110.      282,040.      MT  (+/- 180 meters Scaled)
 OU0038
 OU0038                          SUPERSEDED SURVEY CONTROL
 OU0038
 OU0038  NGVD 29 (??/??/92) 1261.184  (m)         4137.73   (f) ADJ UNCH    1 2
 OU0038
 OU0038.Superseded values are not recommended for survey control.
 OU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0038.See file dsdata.txt to determine how the superseded data were derived.
 OU0038
 OU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ685460(NAD 83)
 OU0038_MARKER: DB = BENCH MARK DISK
 OU0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0038_STAMPING: A 125 1957
 OU0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0038+STABILITY: SURFACE MOTION
 OU0038
 OU0038  HISTORY     - Date     Condition        Report By
 OU0038  HISTORY     - 1957     MONUMENTED       CGS
 OU0038
 OU0038                          STATION DESCRIPTION
 OU0038
 OU0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0038'7.5 MI SE FROM NEWCASTLE.
 OU0038'ABOUT 7.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0038'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 26,
 OU0038'T.44 N., R.61 W., 6 POLES NORTH OF MILEPOST 513, 92 FEET SOUTHWEST
 OU0038'OF THE SOUTHWEST RAIL, 5 FEET NORTHEAST OF THE FENCE LINE, 2
 OU0038'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE
 OU0038'TRACK AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0082 ***********************************************************************
 PV0082  DESIGNATION -  A 126
 PV0082  PID         -  PV0082
 PV0082  STATE/COUNTY-  WY/WESTON
 PV0082  USGS QUAD   -  CLAY SPUR (1984)
 PV0082
 PV0082                         *CURRENT SURVEY CONTROL
 PV0082  ___________________________________________________________________
 PV0082* NAD 83(1986)-  44 00 01.     (N)    104 26 16.     (W)     SCALED    
 PV0082* NAVD 88     -      1300.51   (+/-2cm)    4266.8    (feet)  VERTCON   
 PV0082  ___________________________________________________________________
 PV0082  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0082
 PV0082  VERT ORDER  -  ? (See Below)
 PV0082
 PV0082.The horizontal coordinates were scaled from a topographic map and have
 PV0082.an estimated accuracy of +/- 6 seconds.
 PV0082
 PV0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0082.The vertical order pertains to the NGVD 29 superseded value.
 PV0082
 PV0082.The geoid height was determined by GEOID03.
 PV0082
 PV0082;                    North         East    Units  Estimated Accuracy
 PV0082;SPC WY E     -   389,040.      258,460.      MT  (+/- 180 meters Scaled)
 PV0082
 PV0082                          SUPERSEDED SURVEY CONTROL
 PV0082
 PV0082  NGVD 29 (??/??/92) 1299.873  (m)         4264.67   (f) ADJ UNCH    ?  
 PV0082
 PV0082.Superseded values are not recommended for survey control.
 PV0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0082.See file dsdata.txt to determine how the superseded data were derived.
 PV0082
 PV0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ450720(NAD 83)
 PV0082_MARKER: DB = BENCH MARK DISK
 PV0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0082_STAMPING: A 126 1957
 PV0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0082+STABILITY: SURFACE MOTION
 PV0082
 PV0082  HISTORY     - Date     Condition        Report By
 PV0082  HISTORY     - 1957     MONUMENTED       CGS
 PV0082
 PV0082                          STATION DESCRIPTION
 PV0082
 PV0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0082'1.8 MI NW FROM OSAGE.
 PV0082'ABOUT 1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0082'QUINCY RAILROAD FROM THE STATION AT OSAGE, 103 FEET SOUTHWEST
 PV0082'AND ACROSS THE TRACK FROM THE 8TH POLE NORTHWEST OF MILEPOST 537,
 PV0082'42 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET SOUTHWEST OF THE
 PV0082'FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 PV0082'LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 PV0082'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0169 ***********************************************************************
 PW0169  DESIGNATION -  A 128
 PW0169  PID         -  PW0169
 PW0169  STATE/COUNTY-  WY/SHERIDAN
 PW0169  USGS QUAD   -  ULM (1970)
 PW0169
 PW0169                         *CURRENT SURVEY CONTROL
 PW0169  ___________________________________________________________________
 PW0169* NAD 83(1986)-  44 38 46.     (N)    106 33 07.     (W)     SCALED    
 PW0169* NAVD 88     -      1320.365  (meters)    4331.90   (feet)  ADJUSTED  
 PW0169  ___________________________________________________________________
 PW0169  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 PW0169  DYNAMIC HT  -        1319.810 (meters)    4330.08  (feet)  COMP
 PW0169  MODELED GRAV-     980,151.7   (mgal)                       NAVD 88
 PW0169
 PW0169  VERT ORDER  -  FIRST     CLASS II
 PW0169
 PW0169.The horizontal coordinates were scaled from a topographic map and have
 PW0169.an estimated accuracy of +/- 6 seconds.
 PW0169
 PW0169.The orthometric height was determined by differential leveling
 PW0169.and adjusted by the National Geodetic Survey in June 1991..
 PW0169
 PW0169.The geoid height was determined by GEOID03.
 PW0169
 PW0169.The dynamic height is computed by dividing the NAVD 88
 PW0169.geopotential number by the normal gravity value computed on the
 PW0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0169.degrees latitude (g = 980.6199 gals.).
 PW0169
 PW0169.The modeled gravity was interpolated from observed gravity values.
 PW0169
 PW0169;                    North         East    Units  Estimated Accuracy
 PW0169;SPC WYEC     -   560,840.      461,980.      MT  (+/- 180 meters Scaled)
 PW0169
 PW0169                          SUPERSEDED SURVEY CONTROL
 PW0169
 PW0169  NGVD 29 (??/??/92) 1319.598  (m)         4329.38   (f) ADJ UNCH    1 2
 PW0169
 PW0169.Superseded values are not recommended for survey control.
 PW0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0169.See file dsdata.txt to determine how the superseded data were derived.
 PW0169
 PW0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK769448(NAD 83)
 PW0169_MARKER: DB = BENCH MARK DISK
 PW0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0169_STAMPING: A 128 1957
 PW0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0169+STABILITY: SURFACE MOTION
 PW0169
 PW0169  HISTORY     - Date     Condition        Report By
 PW0169  HISTORY     - 1957     MONUMENTED       CGS
 PW0169
 PW0169                          STATION DESCRIPTION
 PW0169
 PW0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0169'9.3 MI W FROM CLEARMONT.
 PW0169'9.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0169'THE STATION AT CLEARMONT, 7 FEET NORTH OF THE 1ST POLE WEST OF
 PW0169'MILEPOST 670, 71 FEET NORTH OF THE NORTH RAIL, 41 FEET NORTH OF A
 PW0169'FENCE, ON THE SOUTHWEST SIDE OF A KNOLL BETWEEN THE ROAD AND THE
 PW0169'TRACK, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 PW0169'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 PW0169'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0595 ***********************************************************************
 PW0595  DESIGNATION -  A 129 RESET
 PW0595  PID         -  PW0595
 PW0595  STATE/COUNTY-  WY/SHERIDAN
 PW0595  USGS QUAD   -  SHERIDAN (1977)
 PW0595
 PW0595                         *CURRENT SURVEY CONTROL
 PW0595  ___________________________________________________________________
 PW0595* NAD 83(1986)-  44 47 42.     (N)    106 55 37.     (W)     SCALED    
 PW0595* NAVD 88     -      1183.28   (meters)    3882.1    (feet)  RESET     
 PW0595  ___________________________________________________________________
 PW0595  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 PW0595
 PW0595  VERT ORDER  -  THIRD
 PW0595
 PW0595.The horizontal coordinates were scaled from a topographic map and have
 PW0595.an estimated accuracy of +/- 6 seconds.
 PW0595
 PW0595.The orthometric height was computed from unverified reset data.
 PW0595
 PW0595.The geoid height was determined by GEOID03.
 PW0595
 PW0595;                    North         East    Units  Estimated Accuracy
 PW0595;SPC WYEC     -   577,170.      432,160.      MT  (+/- 180 meters Scaled)
 PW0595
 PW0595                          SUPERSEDED SURVEY CONTROL
 PW0595
 PW0595  NGVD 29 (03/28/06) 1182.56   (m)         3879.8    (f) RESET       3  
 PW0595
 PW0595.Superseded values are not recommended for survey control.
 PW0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0595.See file dsdata.txt to determine how the superseded data were derived.
 PW0595
 PW0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK475619(NAD 83)
 PW0595_MARKER: DV = VERTICAL CONTROL DISK
 PW0595_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PW0595_SP_SET: WINGWALL
 PW0595_STAMPING: A 129 RESET 1987
 PW0595_MARK LOGO: NGS   
 PW0595_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0595+STABILITY: SURFACE MOTION
 PW0595
 PW0595  HISTORY     - Date     Condition        Report By
 PW0595  HISTORY     - 1987     MONUMENTED       LOCENG
 PW0595
 PW0595                          STATION DESCRIPTION
 PW0595
 PW0595'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 PW0595'IN THE COUNTY BRIDGE NO. 139-2.7, LOCATED 1.6 MILES NORTHEAST OF
 PW0595'SHERIDAN OVER THE BURLINGTON NORTHERN RAILROAD, SAID BRIDGE REPLACING
 PW0595'WOODEN OVERPASS NUMBER 696.94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0219 ***********************************************************************
 PX0219  DESIGNATION -  A 13 A RESET
 PX0219  PID         -  PX0219
 PX0219  STATE/COUNTY-  WY/PARK
 PX0219  USGS QUAD   -  CLAYTON MOUNTAIN (1991)
 PX0219
 PX0219                         *CURRENT SURVEY CONTROL
 PX0219  ___________________________________________________________________
 PX0219* NAD 83(1986)-  44 28 01.     (N)    109 38 43.     (W)     SCALED    
 PX0219* NAVD 88     -      1821.40   (+/-2cm)    5975.7    (feet)  VERTCON   
 PX0219  ___________________________________________________________________
 PX0219  GEOID HEIGHT-          -8.13  (meters)                     GEOID03
 PX0219
 PX0219  VERT ORDER  -  THIRD (See Below)
 PX0219
 PX0219.The horizontal coordinates were scaled from a topographic map and have
 PX0219.an estimated accuracy of +/- 6 seconds.
 PX0219
 PX0219.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0219.The vertical order pertains to the NGVD 29 superseded value.
 PX0219
 PX0219.The geoid height was determined by GEOID03.
 PX0219
 PX0219;                    North         East    Units  Estimated Accuracy
 PX0219;SPC WYWC     -   441,020.      528,760.      MT  (+/- 180 meters Scaled)
 PX0219
 PX0219                          SUPERSEDED SURVEY CONTROL
 PX0219
 PX0219  NGVD 29 (??/??/??) 1820.24   (m)         5971.9    (f) RESET       3  
 PX0219
 PX0219.Superseded values are not recommended for survey control.
 PX0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0219.See file dsdata.txt to determine how the superseded data were derived.
 PX0219
 PX0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ077246(NAD 83)
 PX0219_MARKER: DB = BENCH MARK DISK
 PX0219_SETTING: 66 = SET IN ROCK OUTCROP
 PX0219_SP_SET: LEDGE
 PX0219_STAMPING: A 13 A 1935
 PX0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0219+STABILITY: POSITION/ELEVATION WELL
 PX0219
 PX0219  HISTORY     - Date     Condition        Report By
 PX0219  HISTORY     - 1935     MONUMENTED       BPR
 PX0219  HISTORY     - 20000712 MARK NOT FOUND   BPR
 PX0219
 PX0219                          STATION DESCRIPTION
 PX0219
 PX0219'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1935
 PX0219'21.8 MI E FROM EAST ENTRANCE.
 PX0219'IN PARK COUNTY, 21.8 MILES EAST ALONG THE EAST ENTRANCE-CODY ROAD FROM
 PX0219'EAST ENTRANCE, YELLOWSTONE NATIONAL PARK, OPPOSITE 1935 SURVEY STATION
 PX0219'1126+00, 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND IN THE FACE
 PX0219'OF A LEDGE.  A STANDARD DISK STAMPED A 13 A 1935.
 PX0219
 PX0219                          STATION RECOVERY (2000)
 PX0219
 PX0219'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 2000 (LPB)
 PX0219'MARK NOT FOUND.  THE LEDGE HAS BEEN BLASTED TO MAKE WAY FOR HIGHWAY
 PX0219'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0187 ***********************************************************************
 PW0187  DESIGNATION -  A 130
 PW0187  PID         -  PW0187
 PW0187  STATE/COUNTY-  WY/SHERIDAN
 PW0187  USGS QUAD   -  DAYTON NORTH (1978)
 PW0187
 PW0187                         *CURRENT SURVEY CONTROL
 PW0187  ___________________________________________________________________
 PW0187* NAD 83(1986)-  44 58 59.     (N)    107 20 38.     (W)     SCALED    
 PW0187* NAVD 88     -      1277.029  (meters)    4189.72   (feet)  ADJUSTED  
 PW0187  ___________________________________________________________________
 PW0187  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 PW0187  DYNAMIC HT  -        1276.572 (meters)    4188.22  (feet)  COMP
 PW0187  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 PW0187
 PW0187  VERT ORDER  -  FIRST     CLASS II
 PW0187
 PW0187.The horizontal coordinates were scaled from a topographic map and have
 PW0187.an estimated accuracy of +/- 6 seconds.
 PW0187
 PW0187.The orthometric height was determined by differential leveling
 PW0187.and adjusted by the National Geodetic Survey in June 1991..
 PW0187
 PW0187.The geoid height was determined by GEOID03.
 PW0187
 PW0187.The dynamic height is computed by dividing the NAVD 88
 PW0187.geopotential number by the normal gravity value computed on the
 PW0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0187.degrees latitude (g = 980.6199 gals.).
 PW0187
 PW0187.The modeled gravity was interpolated from observed gravity values.
 PW0187
 PW0187;                    North         East    Units  Estimated Accuracy
 PW0187;SPC WYEC     -   597,980.      399,170.      MT  (+/- 180 meters Scaled)
 PW0187
 PW0187                          SUPERSEDED SURVEY CONTROL
 PW0187
 PW0187  NGVD 29 (??/??/92) 1276.245  (m)         4187.15   (f) ADJ UNCH    1 2
 PW0187
 PW0187.Superseded values are not recommended for survey control.
 PW0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0187.See file dsdata.txt to determine how the superseded data were derived.
 PW0187
 PW0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK152837(NAD 83)
 PW0187_MARKER: DB = BENCH MARK DISK
 PW0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0187_STAMPING: A 130 1957
 PW0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0187+STABILITY: SURFACE MOTION
 PW0187
 PW0187  HISTORY     - Date     Condition        Report By
 PW0187  HISTORY     - 1957     MONUMENTED       CGS
 PW0187
 PW0187                          STATION DESCRIPTION
 PW0187
 PW0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0187'2.05 MI N FROM PARKMAN.
 PW0187'ABOUT 2.05 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0187'RAILROAD FROM THE STATION AT PARKMAN, 4 1/2 POLES NORTH OF MILEPOST
 PW0187'726, 95 FEET EAST OF THE EAST RAIL, 67 FEET EAST OF A TELEPHONE POLE,
 PW0187'2 FEET WEST OF THE FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 PW0187'2 FEET BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 PW0187'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0167 ***********************************************************************
 MQ0167  DESIGNATION -  A 131
 MQ0167  PID         -  MQ0167
 MQ0167  STATE/COUNTY-  WY/SWEETWATER
 MQ0167  USGS QUAD   -  KANDA (1978)
 MQ0167
 MQ0167                         *CURRENT SURVEY CONTROL
 MQ0167  ___________________________________________________________________
 MQ0167* NAD 83(1986)-  41 33 17.     (N)    109 18 20.     (W)     SCALED    
 MQ0167* NAVD 88     -      1896.714  (meters)    6222.80   (feet)  ADJUSTED  
 MQ0167  ___________________________________________________________________
 MQ0167  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MQ0167  DYNAMIC HT  -        1895.103 (meters)    6217.52  (feet)  COMP
 MQ0167  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 MQ0167
 MQ0167  VERT ORDER  -  FIRST     CLASS II
 MQ0167
 MQ0167.The horizontal coordinates were scaled from a topographic map and have
 MQ0167.an estimated accuracy of +/- 6 seconds.
 MQ0167
 MQ0167.The orthometric height was determined by differential leveling
 MQ0167.and adjusted by the National Geodetic Survey in June 1991..
 MQ0167
 MQ0167.The geoid height was determined by GEOID03.
 MQ0167
 MQ0167.The dynamic height is computed by dividing the NAVD 88
 MQ0167.geopotential number by the normal gravity value computed on the
 MQ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0167.degrees latitude (g = 980.6199 gals.).
 MQ0167
 MQ0167.The modeled gravity was interpolated from observed gravity values.
 MQ0167
 MQ0167;                    North         East    Units  Estimated Accuracy
 MQ0167;SPC WYWC     -   117,270.      553,660.      MT  (+/- 180 meters Scaled)
 MQ0167
 MQ0167                          SUPERSEDED SURVEY CONTROL
 MQ0167
 MQ0167  NGVD 29 (06/08/92) 1895.417  (m)         6218.55   (f) ADJUSTED    1 2
 MQ0167
 MQ0167.Superseded values are not recommended for survey control.
 MQ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0167.See file dsdata.txt to determine how the superseded data were derived.
 MQ0167
 MQ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM413017(NAD 83)
 MQ0167_MARKER: DB = BENCH MARK DISK
 MQ0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0167_SP_SET: CULVERT
 MQ0167_STAMPING: A 131 1958
 MQ0167_MARK LOGO: CGS   
 MQ0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0167
 MQ0167  HISTORY     - Date     Condition        Report By
 MQ0167  HISTORY     - 1958     MONUMENTED       CGS
 MQ0167  HISTORY     - 1983     GOOD             NGS
 MQ0167  HISTORY     - 19990112 GOOD             WYDT
 MQ0167
 MQ0167                          STATION DESCRIPTION
 MQ0167
 MQ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0167'5.3 MI SW FROM ROCK SPRINGS.
 MQ0167'ABOUT 5.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0167'STATION AT ROCK SPRINGS, IN THE TOP OF THE SOUTHWEST END OF THE
 MQ0167'SOUTHEAST CONCRETE HEADWALL OF CULVERT NUMBER 807.31, 11 FEET
 MQ0167'SOUTHEAST OF THE NEAR RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 MQ0167'TRACKS.
 MQ0167
 MQ0167                          STATION RECOVERY (1983)
 MQ0167
 MQ0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0167'RECOVERED IN GOOD CONDITION.
 MQ0167
 MQ0167                          STATION RECOVERY (1999)
 MQ0167
 MQ0167'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0167'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0167'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0273 ***********************************************************************
 MQ0273  DESIGNATION -  A 132
 MQ0273  PID         -  MQ0273
 MQ0273  STATE/COUNTY-  WY/SWEETWATER
 MQ0273  USGS QUAD   -  GRANGER (1980)
 MQ0273
 MQ0273                         *CURRENT SURVEY CONTROL
 MQ0273  ___________________________________________________________________
 MQ0273* NAD 83(1986)-  41 34 23.     (N)    109 58 53.     (W)     SCALED    
 MQ0273* NAVD 88     -      1917.560  (meters)    6291.19   (feet)  ADJUSTED  
 MQ0273  ___________________________________________________________________
 MQ0273  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 MQ0273  DYNAMIC HT  -        1915.921 (meters)    6285.82  (feet)  COMP
 MQ0273  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 MQ0273
 MQ0273  VERT ORDER  -  FIRST     CLASS II
 MQ0273
 MQ0273.The horizontal coordinates were scaled from a topographic map and have
 MQ0273.an estimated accuracy of +/- 6 seconds.
 MQ0273
 MQ0273.The orthometric height was determined by differential leveling
 MQ0273.and adjusted by the National Geodetic Survey in June 1991..
 MQ0273
 MQ0273.The geoid height was determined by GEOID03.
 MQ0273
 MQ0273.The dynamic height is computed by dividing the NAVD 88
 MQ0273.geopotential number by the normal gravity value computed on the
 MQ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0273.degrees latitude (g = 980.6199 gals.).
 MQ0273
 MQ0273.The modeled gravity was interpolated from observed gravity values.
 MQ0273
 MQ0273;                    North         East    Units  Estimated Accuracy
 MQ0273;SPC WYWC     -   119,890.      497,310.      MT  (+/- 180 meters Scaled)
 MQ0273
 MQ0273                          SUPERSEDED SURVEY CONTROL
 MQ0273
 MQ0273  NGVD 29 (??/??/92) 1916.254  (m)         6286.91   (f) ADJ UNCH    1 2
 MQ0273
 MQ0273.Superseded values are not recommended for survey control.
 MQ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0273.See file dsdata.txt to determine how the superseded data were derived.
 MQ0273
 MQ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM849028(NAD 83)
 MQ0273_MARKER: DB = BENCH MARK DISK
 MQ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0273_STAMPING: A 132 1958
 MQ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0273+STABILITY: SURFACE MOTION
 MQ0273
 MQ0273  HISTORY     - Date     Condition        Report By
 MQ0273  HISTORY     - 1958     MONUMENTED       CGS
 MQ0273
 MQ0273                          STATION DESCRIPTION
 MQ0273
 MQ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0273'2.45 MI S FROM GRANGER.
 MQ0273'ABOUT 1.4 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0273'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 1.05 MILES WEST
 MQ0273'ALONG AN ASPHALT ROAD, 105 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MQ0273'JUNCTION WITH A GRAVELED ROAD, 138 FEET SOUTH OF A POWER POLE, 75 FEET
 MQ0273'WEST AND ACROSS THE GRAVELED ROAD FROM A TELEPHONE POLE, 46 FEET WEST
 MQ0273'OF THE CENTER LINE OF THE GRAVELED ROAD, IN LINE WITH THE POWER POLES,
 MQ0273'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE
 MQ0273'LEVEL OF THE ROADS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 MQ0273'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0016 ***********************************************************************
 MR0016  DESIGNATION -  A 133
 MR0016  PID         -  MR0016
 MR0016  STATE/COUNTY-  WY/UINTA
 MR0016  USGS QUAD   -  CHURCH BUTTE (1969)
 MR0016
 MR0016                         *CURRENT SURVEY CONTROL
 MR0016  ___________________________________________________________________
 MR0016* NAD 83(1986)-  41 32 34.     (N)    110 13 21.     (W)     SCALED    
 MR0016* NAVD 88     -      1933.517  (meters)    6343.55   (feet)  ADJUSTED  
 MR0016  ___________________________________________________________________
 MR0016  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MR0016  DYNAMIC HT  -        1931.847 (meters)    6338.07  (feet)  COMP
 MR0016  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 MR0016
 MR0016  VERT ORDER  -  FIRST     CLASS II
 MR0016
 MR0016.The horizontal coordinates were scaled from a topographic map and have
 MR0016.an estimated accuracy of +/- 6 seconds.
 MR0016
 MR0016.The orthometric height was determined by differential leveling
 MR0016.and adjusted by the National Geodetic Survey in June 1991..
 MR0016
 MR0016.The geoid height was determined by GEOID03.
 MR0016
 MR0016.The dynamic height is computed by dividing the NAVD 88
 MR0016.geopotential number by the normal gravity value computed on the
 MR0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0016.degrees latitude (g = 980.6199 gals.).
 MR0016
 MR0016.The modeled gravity was interpolated from observed gravity values.
 MR0016
 MR0016;                    North         East    Units  Estimated Accuracy
 MR0016;SPC WY W     -   215,810.      788,390.      MT  (+/- 180 meters Scaled)
 MR0016
 MR0016                          SUPERSEDED SURVEY CONTROL
 MR0016
 MR0016  NGVD 29 (06/08/92) 1932.217  (m)         6339.28   (f) ADJUSTED    1 2
 MR0016
 MR0016.Superseded values are not recommended for survey control.
 MR0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0016.See file dsdata.txt to determine how the superseded data were derived.
 MR0016
 MR0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL648993(NAD 83)
 MR0016_MARKER: DB = BENCH MARK DISK
 MR0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0016_SP_SET: ABUTMENT
 MR0016_STAMPING: A 133 1958
 MR0016_MARK LOGO: CGS   
 MR0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0016
 MR0016  HISTORY     - Date     Condition        Report By
 MR0016  HISTORY     - 1958     MONUMENTED       CGS
 MR0016  HISTORY     - 1983     GOOD             NGS
 MR0016
 MR0016                          STATION DESCRIPTION
 MR0016
 MR0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0016'13.95 MI SW FROM GRANGER.
 MR0016'ABOUT 13.95 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0016'STATION AT GRANGER, 6 POLES WEST OF MILEPOST 861, IN THE TOP OF THE
 MR0016'SOUTH END OF THE EAST STONE ABUTMENT OF BRIDGE NUMBER 861.15, 8 FEET
 MR0016'SOUTH OF THE SOUTH RAIL, AND ABOUT 2 1/2 FEET BELOW THE TRACKS.
 MR0016
 MR0016                          STATION RECOVERY (1983)
 MR0016
 MR0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0149 ***********************************************************************
 MR0149  DESIGNATION -  A 134
 MR0149  PID         -  MR0149
 MR0149  STATE/COUNTY-  WY/UINTA
 MR0149  USGS QUAD   -  EVANSTON (1978)
 MR0149
 MR0149                         *CURRENT SURVEY CONTROL
 MR0149  ___________________________________________________________________
 MR0149* NAD 83(1986)-  41 16 06.     (N)    110 57 48.     (W)     SCALED    
 MR0149* NAVD 88     -      2058.375  (meters)    6753.19   (feet)  ADJUSTED  
 MR0149  ___________________________________________________________________
 MR0149  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 MR0149  DYNAMIC HT  -        2056.469 (meters)    6746.93  (feet)  COMP
 MR0149  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 MR0149
 MR0149  VERT ORDER  -  FIRST     CLASS II
 MR0149
 MR0149.The horizontal coordinates were scaled from a topographic map and have
 MR0149.an estimated accuracy of +/- 6 seconds.
 MR0149
 MR0149.The orthometric height was determined by differential leveling
 MR0149.and adjusted by the National Geodetic Survey in June 1991..
 MR0149
 MR0149.The geoid height was determined by GEOID03.
 MR0149
 MR0149.The dynamic height is computed by dividing the NAVD 88
 MR0149.geopotential number by the normal gravity value computed on the
 MR0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0149.degrees latitude (g = 980.6199 gals.).
 MR0149
 MR0149.The modeled gravity was interpolated from observed gravity values.
 MR0149
 MR0149;                    North         East    Units  Estimated Accuracy
 MR0149;SPC WY W     -   185,690.      726,270.      MT  (+/- 180 meters Scaled)
 MR0149
 MR0149                          SUPERSEDED SURVEY CONTROL
 MR0149
 MR0149  NGVD 29 (06/08/92) 2057.058  (m)         6748.86   (f) ADJUSTED    1 2
 MR0149
 MR0149.Superseded values are not recommended for survey control.
 MR0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0149.See file dsdata.txt to determine how the superseded data were derived.
 MR0149
 MR0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL030685(NAD 83)
 MR0149_MARKER: DB = BENCH MARK DISK
 MR0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0149_SP_SET: BANNISTER
 MR0149_STAMPING: A 134 1958
 MR0149_MARK LOGO: CGS   
 MR0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0149+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 MR0149
 MR0149  HISTORY     - Date     Condition        Report By
 MR0149  HISTORY     - 1958     MONUMENTED       CGS
 MR0149  HISTORY     - 1983     GOOD             NGS
 MR0149  HISTORY     - 20050718 GOOD             GEOCAC
 MR0149
 MR0149                          STATION DESCRIPTION
 MR0149
 MR0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0149'0.1 MI SE FROM EVANSTON.
 MR0149'ABOUT 0.1 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0149'STATION AT EVANSTON, SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST
 MR0149'SOUTHERN CONCRETE BANNISTER POST OF U. S. HIGHWAYS 30S AND 189
 MR0149'UNDERPASS, 94 FEET NORTH OF THE NORTH CORNER OF THE UNION PACIFIC
 MR0149'RAILROAD FREIGHT STATION, 7 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 MR0149'AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
 MR0149
 MR0149                          STATION RECOVERY (1983)
 MR0149
 MR0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0149'RECOVERED IN GOOD CONDITION.
 MR0149
 MR0149                          STATION RECOVERY (2005)
 MR0149
 MR0149'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 MR0149'HANDHELD COORDINATES ARE N41-16-06.00 W110-57-47.34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0109 ***********************************************************************
 MR0109  DESIGNATION -  A 135
 MR0109  PID         -  MR0109
 MR0109  STATE/COUNTY-  WY/UINTA
 MR0109  USGS QUAD   -  BRIDGER (1978)
 MR0109
 MR0109                         *CURRENT SURVEY CONTROL
 MR0109  ___________________________________________________________________
 MR0109* NAD 83(1986)-  41 24 39.     (N)    110 34 31.     (W)     SCALED    
 MR0109* NAVD 88     -      2013.484  (meters)    6605.91   (feet)  ADJUSTED  
 MR0109  ___________________________________________________________________
 MR0109  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MR0109  DYNAMIC HT  -        2011.727 (meters)    6600.14  (feet)  COMP
 MR0109  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 MR0109
 MR0109  VERT ORDER  -  FIRST     CLASS II
 MR0109
 MR0109.The horizontal coordinates were scaled from a topographic map and have
 MR0109.an estimated accuracy of +/- 6 seconds.
 MR0109
 MR0109.The orthometric height was determined by differential leveling
 MR0109.and adjusted by the National Geodetic Survey in June 1991..
 MR0109.WARNING-Repeat measurements at this control monument indicate possible
 MR0109.vertical movement.
 MR0109
 MR0109.The geoid height was determined by GEOID03.
 MR0109
 MR0109.The dynamic height is computed by dividing the NAVD 88
 MR0109.geopotential number by the normal gravity value computed on the
 MR0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0109.degrees latitude (g = 980.6199 gals.).
 MR0109
 MR0109.The modeled gravity was interpolated from observed gravity values.
 MR0109
 MR0109;                    North         East    Units  Estimated Accuracy
 MR0109;SPC WY W     -   201,260.      758,870.      MT  (+/- 180 meters Scaled)
 MR0109
 MR0109                          SUPERSEDED SURVEY CONTROL
 MR0109
 MR0109  NGVD 29 (06/08/92) 2012.218  (m)         6601.75   (f) ADJUSTED    1 2
 MR0109
 MR0109.Superseded values are not recommended for survey control.
 MR0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0109.See file dsdata.txt to determine how the superseded data were derived.
 MR0109
 MR0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL354844(NAD 83)
 MR0109_MARKER: DB = BENCH MARK DISK
 MR0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0109_SP_SET: RETAINING WALL
 MR0109_STAMPING: A 135 1958
 MR0109_MARK LOGO: CGS   
 MR0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0109
 MR0109  HISTORY     - Date     Condition        Report By
 MR0109  HISTORY     - 1958     MONUMENTED       CGS
 MR0109  HISTORY     - 1983     GOOD             NGS
 MR0109
 MR0109                          STATION DESCRIPTION
 MR0109
 MR0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0109'8.05 MI W FROM CARTER.
 MR0109'ABOUT 8.05 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0109'STATION AT CARTER, ABOUT 0.6 MILE SOUTHWEST OF MILEPOST 883, IN THE
 MR0109'TOP OF THE WEST END OF THE SOUTH CONCRETE RETAINING WALL OF BRIDGE
 MR0109'883.58, 5 1/2 FEET WEST OF THE WEST RAIL, AND ABOUT 2 1/2 FEET BELOW
 MR0109'THE LEVEL OF THE TRACKS.
 MR0109
 MR0109                          STATION RECOVERY (1983)
 MR0109
 MR0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0163 ***********************************************************************
 OX0163  DESIGNATION -  A 136
 OX0163  PID         -  OX0163
 OX0163  STATE/COUNTY-  WY/TETON
 OX0163  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 OX0163
 OX0163                         *CURRENT SURVEY CONTROL
 OX0163  ___________________________________________________________________
 OX0163* NAD 83(1993)-  43 36 03.09488(N)    110 43 33.84040(W)     ADJUSTED  
 OX0163* NAVD 88     -      1959.829  (meters)    6429.87   (feet)  ADJUSTED  
 OX0163  ___________________________________________________________________
 OX0163  X           -  -1,637,703.771 (meters)                     COMP
 OX0163  Y           -  -4,328,101.191 (meters)                     COMP
 OX0163  Z           -   4,377,428.478 (meters)                     COMP
 OX0163  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 OX0163  ELLIP HEIGHT-        1950.41  (meters)          (01/10/02) GPS OBS
 OX0163  GEOID HEIGHT-          -9.39  (meters)                     GEOID03
 OX0163  DYNAMIC HT  -        1958.519 (meters)    6425.57  (feet)  COMP
 OX0163  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 OX0163
 OX0163  HORZ ORDER  -  FIRST
 OX0163  VERT ORDER  -  SECOND    CLASS 0
 OX0163  ELLP ORDER  -  THIRD     CLASS I
 OX0163
 OX0163.This mark is at Jackson Hole Airport (JAC)
 OX0163
 OX0163.The horizontal coordinates were established by GPS observations
 OX0163.and adjusted by the National Geodetic Survey in January 2002..
 OX0163
 OX0163.The orthometric height was determined by differential leveling
 OX0163.and adjusted by the National Geodetic Survey in June 1991..
 OX0163
 OX0163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OX0163
 OX0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0163
 OX0163.The ellipsoidal height was determined by GPS observations
 OX0163.and is referenced to NAD 83.
 OX0163
 OX0163.The geoid height was determined by GEOID03.
 OX0163
 OX0163.The dynamic height is computed by dividing the NAVD 88
 OX0163.geopotential number by the normal gravity value computed on the
 OX0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0163.degrees latitude (g = 980.6199 gals.).
 OX0163
 OX0163.The modeled gravity was interpolated from observed gravity values.
 OX0163
 OX0163;                    North         East     Units Scale Factor Converg.
 OX0163;SPC WY W     -   444,605.000   748,107.652   MT  0.99997061   -0 26 35.7
 OX0163;UTM  12      - 4,827,579.208   522,109.053   MT  0.99960601   +0 11 20.1
 OX0163
 OX0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0163!SPC WY W     -   0.99969424  x   0.99997061  =   0.99966486
 OX0163!UTM  12      -   0.99969424  x   0.99960601  =   0.99930038
 OX0163
 OX0163                          SUPERSEDED SURVEY CONTROL
 OX0163
 OX0163  NAVD 88 (01/10/02) 1959.83   (m)         6429.9    (f) LEVELING    3  
 OX0163  NGVD 29 (??/??/92) 1958.526  (m)         6425.60   (f) ADJ UNCH    2 0
 OX0163
 OX0163.Superseded values are not recommended for survey control.
 OX0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0163.See file dsdata.txt to determine how the superseded data were derived.
 OX0163
 OX0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2210927579(NAD 83)
 OX0163_MARKER: DB = BENCH MARK DISK
 OX0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0163_STAMPING: A 136 1964
 OX0163_MARK LOGO: CGS   
 OX0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0163+STABILITY: SURFACE MOTION
 OX0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0163+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 OX0163
 OX0163  HISTORY     - Date     Condition        Report By
 OX0163  HISTORY     - 1964     MONUMENTED       CGS
 OX0163  HISTORY     - 1970     GOOD             NGS
 OX0163  HISTORY     - 19870705 GOOD             LOCSUR
 OX0163  HISTORY     - 20010717 GOOD             NGS
 OX0163
 OX0163                          STATION DESCRIPTION
 OX0163
 OX0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OX0163'8.5 MI N FROM JACKSON.
 OX0163'TO REACH FROM THE PUBLIC SQUARE IN JACKSON, GO 8.5 MILES NORTH ON U.S.
 OX0163'HIGHWAY 187 TO THE INTERSECTION WITH THE AIRPORT ACCESS ROAD, TURN
 OX0163'LEFT, GO .1 MILE TO THE MARK ON THE LEFT.  THE MARK IS 450 FEET WEST
 OX0163'OF THE EDGE OF THE NEW HIGHWAY.  84 FEET WEST OF THE EDGE OF THE OLD
 OX0163'HIGHWAY, AND 48 FEET SOUTH OF THE EDGE OF THE ACCESS ROAD.  IT IS A
 OX0163'STANDARD DISK SET IN A 12 INCH CONCRETE POST AND STAMPED A 136 1964.
 OX0163'THE MARK PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 OX0163
 OX0163                          STATION RECOVERY (1970)
 OX0163
 OX0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OX0163'RECOVERED IN GOOD CONDITION.
 OX0163
 OX0163                          STATION RECOVERY (1987)
 OX0163
 OX0163'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (PNS)
 OX0163'RECOVERED IN GOOD CONDITION.
 OX0163
 OX0163                          STATION RECOVERY (2001)
 OX0163
 OX0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 OX0163'RECOVERED AS DESCRIBED.
 OX0163' 
 OX0163'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0299 ***********************************************************************
 NQ0299  DESIGNATION -  A 138
 NQ0299  PID         -  NQ0299
 NQ0299  STATE/COUNTY-  WY/CONVERSE
 NQ0299  USGS QUAD   -  CHALK BUTTES (1949)
 NQ0299
 NQ0299                         *CURRENT SURVEY CONTROL
 NQ0299  ___________________________________________________________________
 NQ0299* NAD 83(1986)-  42 44 25.     (N)    105 22 51.     (W)     SCALED    
 NQ0299* NAVD 88     -      1470.928  (meters)    4825.87   (feet)  ADJUSTED  
 NQ0299  ___________________________________________________________________
 NQ0299  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 NQ0299  DYNAMIC HT  -        1469.997 (meters)    4822.82  (feet)  COMP
 NQ0299  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 NQ0299
 NQ0299  VERT ORDER  -  SECOND    CLASS 0
 NQ0299
 NQ0299.The horizontal coordinates were scaled from a topographic map and have
 NQ0299.an estimated accuracy of +/- 6 seconds.
 NQ0299
 NQ0299.The orthometric height was determined by differential leveling
 NQ0299.and adjusted by the National Geodetic Survey in June 1991..
 NQ0299
 NQ0299.The geoid height was determined by GEOID03.
 NQ0299
 NQ0299.The dynamic height is computed by dividing the NAVD 88
 NQ0299.geopotential number by the normal gravity value computed on the
 NQ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0299.degrees latitude (g = 980.6199 gals.).
 NQ0299
 NQ0299.The modeled gravity was interpolated from observed gravity values.
 NQ0299
 NQ0299;                    North         East    Units  Estimated Accuracy
 NQ0299;SPC WY E     -   248,830.      182,460.      MT  (+/- 180 meters Scaled)
 NQ0299
 NQ0299                          SUPERSEDED SURVEY CONTROL
 NQ0299
 NQ0299  NGVD 29 (??/??/92) 1470.062  (m)         4823.03   (f) ADJ UNCH    2 0
 NQ0299
 NQ0299.Superseded values are not recommended for survey control.
 NQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0299.See file dsdata.txt to determine how the superseded data were derived.
 NQ0299
 NQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH688320(NAD 83)
 NQ0299_MARKER: DB = BENCH MARK DISK
 NQ0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0299_SP_SET: CONCRETE BASE
 NQ0299_STAMPING: A 138 1960
 NQ0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0299
 NQ0299  HISTORY     - Date     Condition        Report By
 NQ0299  HISTORY     - 1960     MONUMENTED       CGS
 NQ0299
 NQ0299                          STATION DESCRIPTION
 NQ0299
 NQ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NQ0299'1 MI S FROM DOUGLAS.
 NQ0299'ABOUT 1 MILE SOUTH ALONG THE C.B. AND Q.R.R. FROM THE STATION AT
 NQ0299'DOUGLAS.  AT THE CROSSING OF A PAVED ROAD, 25.9 FEET SW OF THE
 NQ0299'CENTERLINE OF THE CROSSING, 0.5 FEET LOWER THAN THE TRACK.  A
 NQ0299'STANDARD DISK STAMPED A 138 1960, SET IN A DRILL HOLE IN THE SW
 NQ0299'CORNER OF THE CONCRETE BASE OF A RAILROAD STOP SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0079 ***********************************************************************
 PY0079  DESIGNATION -  A 14
 PY0079  PID         -  PY0079
 PY0079  STATE/COUNTY-  WY/PARK
 PY0079  USGS QUAD   -  MOUNT JACKSON (1986)
 PY0079
 PY0079                         *CURRENT SURVEY CONTROL
 PY0079  ___________________________________________________________________
 PY0079* NAD 83(1986)-  44 39 49.     (N)    110 57 57.     (W)     SCALED    
 PY0079* NAVD 88     -      2060.090  (meters)    6758.81   (feet)  POSTED    
 PY0079  ___________________________________________________________________
 PY0079  GEOID HEIGHT-          -8.80  (meters)                     GEOID03
 PY0079  DYNAMIC HT  -        2058.900 (meters)    6754.91  (feet)  COMP
 PY0079  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 PY0079
 PY0079  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0079
 PY0079.The horizontal coordinates were scaled from a topographic map and have
 PY0079.an estimated accuracy of +/- 6 seconds.
 PY0079
 PY0079.The orthometric height was determined by differential leveling
 PY0079.and adjusted by the National Geodetic Survey in 1992..
 PY0079.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0079.rate of 1.1 thru 2.0 mm/km.
 PY0079
 PY0079.The geoid height was determined by GEOID03.
 PY0079
 PY0079.The dynamic height is computed by dividing the NAVD 88
 PY0079.geopotential number by the normal gravity value computed on the
 PY0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0079.degrees latitude (g = 980.6199 gals.).
 PY0079
 PY0079.The modeled gravity was interpolated from observed gravity values.
 PY0079
 PY0079;                    North         East    Units  Estimated Accuracy
 PY0079;SPC WYWC     -   464,870.      424,280.      MT  (+/- 180 meters Scaled)
 PY0079
 PY0079                          SUPERSEDED SURVEY CONTROL
 PY0079
 PY0079.No superseded survey control is available for this station.
 PY0079
 PY0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ027455(NAD 83)
 PY0079_MARKER: DB = BENCH MARK DISK
 PY0079_SETTING: 80 = SET IN A BOULDER
 PY0079_STAMPING: A 14-1923 6753.730
 PY0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0079+STABILITY: SURFACE MOTION
 PY0079
 PY0079  HISTORY     - Date     Condition        Report By
 PY0079  HISTORY     - 1923     MONUMENTED       CGS
 PY0079  HISTORY     - 1960     MARK NOT FOUND   NGS
 PY0079
 PY0079                          STATION DESCRIPTION
 PY0079
 PY0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 PY0079'6.25 MI W FROM MADISON JUNCTION.
 PY0079'IN THE TOP OF A ROUNDED BOULDER ON THE NORTH SIDE OF THE ROAD.  7 FT.
 PY0079'NORTH OF ROAD.  1/4 MILE WEST OF 6TH MILEPOST FROM MADISON JCT. 6 FT.
 PY0079'HIGHER THAN THE ROAD.  1 FT. ABOVE GROUND LEVEL.
 PY0079
 PY0079                          STATION RECOVERY (1960)
 PY0079
 PY0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 PY0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0080 ***********************************************************************
 PY0080  DESIGNATION -  A 14 RESET
 PY0080  PID         -  PY0080
 PY0080  STATE/COUNTY-  WY/PARK
 PY0080  USGS QUAD   -  MOUNT JACKSON (1986)
 PY0080
 PY0080                         *CURRENT SURVEY CONTROL
 PY0080  ___________________________________________________________________
 PY0080* NAD 83(1986)-  44 39 50.     (N)    110 57 55.     (W)     SCALED    
 PY0080* NAVD 88     -      2058.973  (meters)    6755.15   (feet)  ADJUSTED  
 PY0080  ___________________________________________________________________
 PY0080  GEOID HEIGHT-          -8.80  (meters)                     GEOID03
 PY0080  DYNAMIC HT  -        2057.780 (meters)    6751.23  (feet)  COMP
 PY0080  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 PY0080
 PY0080  VERT ORDER  -  FIRST     CLASS II
 PY0080
 PY0080.The horizontal coordinates were scaled from a topographic map and have
 PY0080.an estimated accuracy of +/- 6 seconds.
 PY0080
 PY0080.The orthometric height was determined by differential leveling
 PY0080.and adjusted by the National Geodetic Survey in June 1991..
 PY0080.WARNING-Repeat measurements at this control monument indicate possible
 PY0080.vertical movement.
 PY0080
 PY0080.The geoid height was determined by GEOID03.
 PY0080
 PY0080.The dynamic height is computed by dividing the NAVD 88
 PY0080.geopotential number by the normal gravity value computed on the
 PY0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0080.degrees latitude (g = 980.6199 gals.).
 PY0080
 PY0080.The modeled gravity was interpolated from observed gravity values.
 PY0080
 PY0080;                    North         East    Units  Estimated Accuracy
 PY0080;SPC WYWC     -   464,900.      424,330.      MT  (+/- 180 meters Scaled)
 PY0080
 PY0080                          SUPERSEDED SURVEY CONTROL
 PY0080
 PY0080  NGVD 29 (08/20/92) 2057.708  (m)         6751.00   (f) ADJUSTED    1 2
 PY0080
 PY0080.Superseded values are not recommended for survey control.
 PY0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0080.See file dsdata.txt to determine how the superseded data were derived.
 PY0080
 PY0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ027456(NAD 83)
 PY0080_MARKER: DB = BENCH MARK DISK
 PY0080_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0080+WITH SETTING: PAVEMENT
 PY0080_SP_SET: BRIDGE GUARDRAIL
 PY0080_STAMPING: A 14 RESET 1958
 PY0080_MARK LOGO: CGS   
 PY0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0080+STABILITY: SURFACE MOTION
 PY0080
 PY0080  HISTORY     - Date     Condition        Report By
 PY0080  HISTORY     - 1958     MONUMENTED       CGS
 PY0080  HISTORY     - 1960     GOOD             NGS
 PY0080  HISTORY     - 1983     GOOD             NGS
 PY0080  HISTORY     - 1987     GOOD             NGS
 PY0080
 PY0080                          STATION DESCRIPTION
 PY0080
 PY0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0080'7.8 MI E FROM WEST YELLOWSTONE.
 PY0080'ABOUT 7.8 MILES EAST ALONG THE MADISON JUNCTION-WEST ENTRANCE HIGHWAY
 PY0080'FROM THE UNION PACIFIC RAILROAD STATION AT WEST YELLOWSTONE, AT THE
 PY0080'EAST END OF A CONCRETE HIGHWAY BRIDGE OVER THE MADISON RIVER, IN THE
 PY0080'TOP OF THE WEST END OF THE NORTHEAST CONCRETE WINGWALL OF THE BRIDGE,
 PY0080'18 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET
 PY0080'NORTHEAST OF THE EAST END OF THE NORTH STEEL GUARD RAILING OF THE
 PY0080'BRIDGE, AND ABOUT 3 1/2 FEET ABOVE THE HIGHWAY.
 PY0080
 PY0080                          STATION RECOVERY (1983)
 PY0080
 PY0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0080'RECOVERED IN GOOD CONDITION.
 PY0080
 PY0080                          STATION RECOVERY (1987)
 PY0080
 PY0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0284 ***********************************************************************
 MR0284  DESIGNATION -  A 140
 MR0284  PID         -  MR0284
 MR0284  STATE/COUNTY-  WY/UINTA
 MR0284  USGS QUAD   -  MURPHY RIDGE (1991)
 MR0284
 MR0284                         *CURRENT SURVEY CONTROL
 MR0284  ___________________________________________________________________
 MR0284* NAD 83(1986)-  41 15 07.     (N)    111 00 35.     (W)     SCALED    
 MR0284* NAVD 88     -      2047.156  (meters)    6716.38   (feet)  ADJUSTED  
 MR0284  ___________________________________________________________________
 MR0284  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 MR0284  DYNAMIC HT  -        2045.269 (meters)    6710.19  (feet)  COMP
 MR0284  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 MR0284
 MR0284  VERT ORDER  -  FIRST     CLASS II
 MR0284
 MR0284.The horizontal coordinates were scaled from a topographic map and have
 MR0284.an estimated accuracy of +/- 6 seconds.
 MR0284
 MR0284.The orthometric height was determined by differential leveling
 MR0284.and adjusted by the National Geodetic Survey in June 1991..
 MR0284
 MR0284.The geoid height was determined by GEOID03.
 MR0284
 MR0284.The dynamic height is computed by dividing the NAVD 88
 MR0284.geopotential number by the normal gravity value computed on the
 MR0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0284.degrees latitude (g = 980.6199 gals.).
 MR0284
 MR0284.The modeled gravity was interpolated from observed gravity values.
 MR0284
 MR0284;                    North         East    Units  Estimated Accuracy
 MR0284;SPC WY W     -   183,910.      722,360.      MT  (+/- 180 meters Scaled)
 MR0284
 MR0284                          SUPERSEDED SURVEY CONTROL
 MR0284
 MR0284  NGVD 29 (??/??/92) 2045.745  (m)         6711.75   (f) ADJ UNCH    1 2
 MR0284
 MR0284.Superseded values are not recommended for survey control.
 MR0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0284.See file dsdata.txt to determine how the superseded data were derived.
 MR0284
 MR0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL991667(NAD 83)
 MR0284_MARKER: DB = BENCH MARK DISK
 MR0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0284_SP_SET: ABUTMENT
 MR0284_STAMPING: A 140 1958
 MR0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0284
 MR0284  HISTORY     - Date     Condition        Report By
 MR0284  HISTORY     - 1958     MONUMENTED       CGS
 MR0284  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0284
 MR0284                          STATION DESCRIPTION
 MR0284
 MR0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0284'3.65 MI SW FROM EVANSTON.
 MR0284'ABOUT 3.65 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0284'STATION AT EVANSTON, ABOUT 0.15 MILE NORTHEAST OF MILEPOST 921, IN THE
 MR0284'TOP AND CENTER OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE 920.87, 9
 MR0284'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHEAST SET OF TRACKS, 9
 MR0284'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHWEST SET OF TRACKS,
 MR0284'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 MR0284
 MR0284                          STATION RECOVERY (1983)
 MR0284
 MR0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0284'NOTE=THIS MARK IS LOCATED IN WYOMING AND NOT IN UTAH AS THE ORIGINAL
 MR0284'DESCRIPTION STATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0285 ***********************************************************************
 MR0285  DESIGNATION -  A 140 RESET
 MR0285  PID         -  MR0285
 MR0285  STATE/COUNTY-  WY/UINTA
 MR0285  USGS QUAD   -  MURPHY RIDGE (1991)
 MR0285
 MR0285                         *CURRENT SURVEY CONTROL
 MR0285  ___________________________________________________________________
 MR0285* NAD 83(1986)-  41 15 07.     (N)    111 00 35.     (W)     SCALED    
 MR0285* NAVD 88     -      2047.685  (meters)    6718.11   (feet)  ADJUSTED  
 MR0285  ___________________________________________________________________
 MR0285  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 MR0285  DYNAMIC HT  -        2045.797 (meters)    6711.92  (feet)  COMP
 MR0285  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 MR0285
 MR0285  VERT ORDER  -  FIRST     CLASS II
 MR0285
 MR0285.The horizontal coordinates were scaled from a topographic map and have
 MR0285.an estimated accuracy of +/- 6 seconds.
 MR0285
 MR0285.The orthometric height was determined by differential leveling
 MR0285.and adjusted by the National Geodetic Survey in June 1991..
 MR0285
 MR0285.The geoid height was determined by GEOID03.
 MR0285
 MR0285.The dynamic height is computed by dividing the NAVD 88
 MR0285.geopotential number by the normal gravity value computed on the
 MR0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0285.degrees latitude (g = 980.6199 gals.).
 MR0285
 MR0285.The modeled gravity was interpolated from observed gravity values.
 MR0285
 MR0285;                    North         East    Units  Estimated Accuracy
 MR0285;SPC WY W     -   183,910.      722,360.      MT  (+/- 180 meters Scaled)
 MR0285
 MR0285                          SUPERSEDED SURVEY CONTROL
 MR0285
 MR0285  NGVD 29 (06/08/92) 2046.382  (m)         6713.84   (f) ADJUSTED    1 2
 MR0285
 MR0285.Superseded values are not recommended for survey control.
 MR0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0285.See file dsdata.txt to determine how the superseded data were derived.
 MR0285
 MR0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL991667(NAD 83)
 MR0285_MARKER: DB = BENCH MARK DISK
 MR0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0285_SP_SET: ABUTMENT
 MR0285_STAMPING: A 140 RESET 1960
 MR0285_MARK LOGO: CGS   
 MR0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0285
 MR0285  HISTORY     - Date     Condition        Report By
 MR0285  HISTORY     - 1960     MONUMENTED       UPRR
 MR0285  HISTORY     - 1983     GOOD             NGS
 MR0285
 MR0285                          STATION DESCRIPTION
 MR0285
 MR0285'DESCRIBED BY UNION PACIFIC RAILROAD 1960
 MR0285'3.65 MI SW FROM EVANSTON.
 MR0285'THIS MARK IS LOCATED ABOUT 3.65 MILES SOUTHWEST ALONG THE UNION
 MR0285'PACIFIC RAILROAD FROM THE STATION AT EVANSTON, ABOUT 0.15 MILE
 MR0285'NORTHEAST OF MILEPOST 921, IN THE TOP AND CENTER OF THE NORTHEAST
 MR0285'CONCRETE ABUTMENT OF BRIDGE 920.87, 9 FEET SOUTHEAST OF THE SOUTHEAST
 MR0285'RAIL OF THE NORTHWEST SET OF TRACKS, 9 FEET NORTHWEST OF THE NORTHWEST
 MR0285'RAIL OF THE SOUTHEAST SET OF TRACKS, AND LEVEL WITH THE TRACKS.
 MR0285
 MR0285                          STATION RECOVERY (1983)
 MR0285
 MR0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0285'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0285'FOLLOWING EXCEPTIONS, CHANGE=BRIDGE NUMBER 920.87 TO READ 920.86.
 MR0285'CHANGE=THE STATE IS WYOMING NOT UTAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0057 ***********************************************************************
 NR0057  DESIGNATION -  A 141
 NR0057  PID         -  NR0057
 NR0057  STATE/COUNTY-  WY/NATRONA
 NR0057  USGS QUAD   -  FREELAND (1960)
 NR0057
 NR0057                         *CURRENT SURVEY CONTROL
 NR0057  ___________________________________________________________________
 NR0057* NAD 83(1986)-  42 38 55.     (N)    106 25 53.     (W)     SCALED    
 NR0057* NAVD 88     -      1725.247  (meters)    5660.25   (feet)  ADJUSTED  
 NR0057  ___________________________________________________________________
 NR0057  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NR0057  DYNAMIC HT  -        1724.108 (meters)    5656.51  (feet)  COMP
 NR0057  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 NR0057
 NR0057  VERT ORDER  -  SECOND    CLASS 0
 NR0057
 NR0057.The horizontal coordinates were scaled from a topographic map and have
 NR0057.an estimated accuracy of +/- 6 seconds.
 NR0057
 NR0057.The orthometric height was determined by differential leveling
 NR0057.and adjusted by the National Geodetic Survey in June 1991..
 NR0057
 NR0057.The geoid height was determined by GEOID03.
 NR0057
 NR0057.The dynamic height is computed by dividing the NAVD 88
 NR0057.geopotential number by the normal gravity value computed on the
 NR0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0057.degrees latitude (g = 980.6199 gals.).
 NR0057
 NR0057.The modeled gravity was interpolated from observed gravity values.
 NR0057
 NR0057;                    North         East    Units  Estimated Accuracy
 NR0057;SPC WYEC     -   339,020.      473,960.      MT  (+/- 180 meters Scaled)
 NR0057
 NR0057                          SUPERSEDED SURVEY CONTROL
 NR0057
 NR0057  NGVD 29 (??/??/92) 1724.335  (m)         5657.26   (f) ADJ UNCH    2 0
 NR0057
 NR0057.Superseded values are not recommended for survey control.
 NR0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0057.See file dsdata.txt to determine how the superseded data were derived.
 NR0057
 NR0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH826227(NAD 83)
 NR0057_MARKER: DB = BENCH MARK DISK
 NR0057_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NR0057_SP_SET: 19 FT.
 NR0057_STAMPING: A 141 1959
 NR0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0057
 NR0057  HISTORY     - Date     Condition        Report By
 NR0057  HISTORY     - 1959     MONUMENTED       CGS
 NR0057
 NR0057                          STATION DESCRIPTION
 NR0057
 NR0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0057'23.7 MI SW FROM CASPER.
 NR0057'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0057'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0057'ROAD WHICH IS MEDICINE BOW ROAD, AT THE JUNCTION OF TWO BAR ROAD AND A
 NR0057'GRAVELED ROAD LEADING NORTHEAST, IN SECTION 16, R 80 W, T 31 N, ABOUT
 NR0057'200 FEET WEST-NORTHWEST OF A BRIDGE OVER BIG RED CREEK, 51 FEET NORTH
 NR0057'OF THE CENTER LINE OF TWO BAR ROAD, 79 FEET WEST OF THE GRAVELED ROAD,
 NR0057'71 FEET WEST-NORTHWEST OF A CATTLE GUARD, 1 1/2 FEET NORTH OF A FENCE,
 NR0057'1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF
 NR0057'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS
 NR0057'DRIVEN TO A DEPTH OF 19 FEET AND IS ENCASED IN A 6-INCH TILE
 NR0057'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0060 ***********************************************************************
 NR0060  DESIGNATION -  A 142
 NR0060  PID         -  NR0060
 NR0060  STATE/COUNTY-  WY/NATRONA
 NR0060  USGS QUAD   -  FREELAND (1960)
 NR0060
 NR0060                         *CURRENT SURVEY CONTROL
 NR0060  ___________________________________________________________________
 NR0060* NAD 83(1986)-  42 41 03.     (N)    106 26 31.     (W)     SCALED    
 NR0060* NAVD 88     -      1752.653  (meters)    5750.16   (feet)  ADJUSTED  
 NR0060  ___________________________________________________________________
 NR0060  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NR0060  DYNAMIC HT  -        1751.497 (meters)    5746.37  (feet)  COMP
 NR0060  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 NR0060
 NR0060  VERT ORDER  -  SECOND    CLASS 0
 NR0060
 NR0060.The horizontal coordinates were scaled from a topographic map and have
 NR0060.an estimated accuracy of +/- 6 seconds.
 NR0060
 NR0060.The orthometric height was determined by differential leveling
 NR0060.and adjusted by the National Geodetic Survey in June 1991..
 NR0060
 NR0060.The geoid height was determined by GEOID03.
 NR0060
 NR0060.The dynamic height is computed by dividing the NAVD 88
 NR0060.geopotential number by the normal gravity value computed on the
 NR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0060.degrees latitude (g = 980.6199 gals.).
 NR0060
 NR0060.The modeled gravity was interpolated from observed gravity values.
 NR0060
 NR0060;                    North         East    Units  Estimated Accuracy
 NR0060;SPC WYEC     -   342,960.      473,050.      MT  (+/- 180 meters Scaled)
 NR0060
 NR0060                          SUPERSEDED SURVEY CONTROL
 NR0060
 NR0060  NGVD 29 (??/??/92) 1751.735  (m)         5747.15   (f) ADJ UNCH    2 0
 NR0060
 NR0060.Superseded values are not recommended for survey control.
 NR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0060.See file dsdata.txt to determine how the superseded data were derived.
 NR0060
 NR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH818267(NAD 83)
 NR0060_MARKER: DB = BENCH MARK DISK
 NR0060_SETTING: 66 = SET IN ROCK OUTCROP
 NR0060_SP_SET: ROCK OUTCROP
 NR0060_STAMPING: A 142 1959
 NR0060_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0060+STABILITY: POSITION/ELEVATION WELL
 NR0060
 NR0060  HISTORY     - Date     Condition        Report By
 NR0060  HISTORY     - 1959     MONUMENTED       CGS
 NR0060
 NR0060                          STATION DESCRIPTION
 NR0060
 NR0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0060'20.8 MI SW FROM CASPER.
 NR0060'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0060'POSTOFFICE AT CASPER, THENCE ABOUT 6.0 MILES SOUTHEAST ALONG A DIRT
 NR0060'ROAD WHICH IS MEDICINE BOW ROAD, 184 FEET NORTHEAST OF THE CENTER LINE
 NR0060'OF THE ROAD, IN SECTION 5, R 80 W, T 31 N, IN THE TOP OF A LARGE ROCK
 NR0060'OUTCROP, 154 FEET NORTHEAST OF A FENCE, AND ABOUT 3 FEET ABOVE THE
 NR0060'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0192 ***********************************************************************
 NQ0192  DESIGNATION -  A 143
 NQ0192  PID         -  NQ0192
 NQ0192  STATE/COUNTY-  WY/PLATTE
 NQ0192  USGS QUAD   -  WHEATLAND (1990)
 NQ0192
 NQ0192                         *CURRENT SURVEY CONTROL
 NQ0192  ___________________________________________________________________
 NQ0192* NAD 83(1986)-  42 03 35.     (N)    104 57 48.     (W)     SCALED    
 NQ0192* NAVD 88     -      1441.261  (meters)    4728.54   (feet)  ADJUSTED  
 NQ0192  ___________________________________________________________________
 NQ0192  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 NQ0192  DYNAMIC HT  -        1440.324 (meters)    4725.46  (feet)  COMP
 NQ0192  MODELED GRAV-     979,920.9   (mgal)                       NAVD 88
 NQ0192
 NQ0192  VERT ORDER  -  SECOND    CLASS 0
 NQ0192
 NQ0192.The horizontal coordinates were scaled from a topographic map and have
 NQ0192.an estimated accuracy of +/- 6 seconds.
 NQ0192
 NQ0192.The orthometric height was determined by differential leveling
 NQ0192.and adjusted by the National Geodetic Survey in June 1991..
 NQ0192
 NQ0192.The geoid height was determined by GEOID03.
 NQ0192
 NQ0192.The dynamic height is computed by dividing the NAVD 88
 NQ0192.geopotential number by the normal gravity value computed on the
 NQ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0192.degrees latitude (g = 980.6199 gals.).
 NQ0192
 NQ0192.The modeled gravity was interpolated from observed gravity values.
 NQ0192
 NQ0192;                    North         East    Units  Estimated Accuracy
 NQ0192;SPC WY E     -   173,230.      216,830.      MT  (+/- 180 meters Scaled)
 NQ0192
 NQ0192                          SUPERSEDED SURVEY CONTROL
 NQ0192
 NQ0192  NGVD 29 (??/??/92) 1440.456  (m)         4725.90   (f) ADJ UNCH    2 0
 NQ0192
 NQ0192.Superseded values are not recommended for survey control.
 NQ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0192.See file dsdata.txt to determine how the superseded data were derived.
 NQ0192
 NQ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG030564(NAD 83)
 NQ0192_MARKER: DB = BENCH MARK DISK
 NQ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0192_STAMPING: A 143 1959
 NQ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0192+STABILITY: SURFACE MOTION
 NQ0192
 NQ0192  HISTORY     - Date     Condition        Report By
 NQ0192  HISTORY     - 1959     MONUMENTED       CGS
 NQ0192  HISTORY     - 20030924 MARK NOT FOUND   USPSQD
 NQ0192
 NQ0192                          STATION DESCRIPTION
 NQ0192
 NQ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0192'0.9 MI NW FROM WHEATLAND.
 NQ0192'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0192'FROM THE STATION AT WHEATLAND, THENCE ABOUT 0.5 MILE WEST ALONG
 NQ0192'OAK STREET WHICH IS STATE HIGHWAY 107, 24 FEET SOUTH OF THE
 NQ0192'CENTER LINE OF THE STREET, 71 FEET SOUTHWEST OF THE CENTER OF THE
 NQ0192'INTERSECTION OF 15TH STREET, 65 FEET WEST OF THE CENTER LINE OF
 NQ0192'15TH STREET, 48 FEET NORTH OF THE NORTHEAST CORNER OF A STORE,
 NQ0192'9.3 FEET NORTHWEST OF A 26-INCH COTTONWOOD TREE, 2 FEET SOUTH
 NQ0192'OF A CONCRETE CURB, AND IN THE TOP OF A CONCRETE POST FLUSH
 NQ0192'WITH THE GROUND.
 NQ0192
 NQ0192                          STATION RECOVERY (2003)
 NQ0192
 NQ0192'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 NQ0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0360 ***********************************************************************
 NQ0360  DESIGNATION -  A 144
 NQ0360  PID         -  NQ0360
 NQ0360  STATE/COUNTY-  WY/ALBANY
 NQ0360  USGS QUAD   -  SOUTH MOUNTAIN (1992)
 NQ0360
 NQ0360                         *CURRENT SURVEY CONTROL
 NQ0360  ___________________________________________________________________
 NQ0360* NAD 83(1986)-  42 08 56.     (N)    105 24 24.     (W)     SCALED    
 NQ0360* NAVD 88     -      1964.889  (meters)    6446.47   (feet)  ADJUSTED  
 NQ0360  ___________________________________________________________________
 NQ0360  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 NQ0360  DYNAMIC HT  -        1963.445 (meters)    6441.74  (feet)  COMP
 NQ0360  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 NQ0360
 NQ0360  VERT ORDER  -  SECOND    CLASS 0
 NQ0360
 NQ0360.The horizontal coordinates were scaled from a topographic map and have
 NQ0360.an estimated accuracy of +/- 6 seconds.
 NQ0360
 NQ0360.The orthometric height was determined by differential leveling
 NQ0360.and adjusted by the National Geodetic Survey in June 1991..
 NQ0360
 NQ0360.The geoid height was determined by GEOID03.
 NQ0360
 NQ0360.The dynamic height is computed by dividing the NAVD 88
 NQ0360.geopotential number by the normal gravity value computed on the
 NQ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0360.degrees latitude (g = 980.6199 gals.).
 NQ0360
 NQ0360.The modeled gravity was interpolated from observed gravity values.
 NQ0360
 NQ0360;                    North         East    Units  Estimated Accuracy
 NQ0360;SPC WY E     -   183,140.      180,160.      MT  (+/- 180 meters Scaled)
 NQ0360
 NQ0360                          SUPERSEDED SURVEY CONTROL
 NQ0360
 NQ0360  NGVD 29 (??/??/92) 1963.952  (m)         6443.40   (f) ADJ UNCH    2 0
 NQ0360
 NQ0360.Superseded values are not recommended for survey control.
 NQ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0360.See file dsdata.txt to determine how the superseded data were derived.
 NQ0360
 NQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG663663(NAD 83)
 NQ0360_MARKER: DB = BENCH MARK DISK
 NQ0360_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0360_SP_SET: ROCK OUTCROP
 NQ0360_STAMPING: A 144 1959
 NQ0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0360+STABILITY: POSITION/ELEVATION WELL
 NQ0360
 NQ0360  HISTORY     - Date     Condition        Report By
 NQ0360  HISTORY     - 1959     MONUMENTED       CGS
 NQ0360
 NQ0360                          STATION DESCRIPTION
 NQ0360
 NQ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0360'30.6 MI NW FROM WHEATLAND.
 NQ0360'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0360'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0360'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0360'A PAVED ROAD, THENCE ABOUT 14.65 MILES WEST ALONG A GRADED DIRT
 NQ0360'ROAD, IN THE SOUTH SIDE OF SECTION 7, T 25 N, R 71 W, IN THE
 NQ0360'TOP OF A ROCK OUTCROP PROJECTING 2.8 FEET, ABOUT 0.2 MILE
 NQ0360'SOUTHEAST OF THE STANLEY WILSON RANCH HOUSE, AT THE FOOT OF A
 NQ0360'ROCKY HILL, 112 FEET SOUTHEAST OF STURGEON CREEK, 111 FEET
 NQ0360'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A GRADED DIRT ROAD
 NQ0360'LEADING NORTH TO COTTONWOOD PARK, 27 FEET SOUTHEAST OF THE
 NQ0360'CENTER LINE OF A DIRT ROAD LEADING SOUTHWEST, 9 FEET NORTHWEST
 NQ0360'OF A 28-INCH PINE TREE, 4 FEET WEST OF A FENCE, AND ABOUT 2 FEET
 NQ0360'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0385 ***********************************************************************
 NQ0385  DESIGNATION -  A 145
 NQ0385  PID         -  NQ0385
 NQ0385  STATE/COUNTY-  WY/ALBANY
 NQ0385  USGS QUAD   -  COTTONWOOD CREEK (1992)
 NQ0385
 NQ0385                         *CURRENT SURVEY CONTROL
 NQ0385  ___________________________________________________________________
 NQ0385* NAD 83(1986)-  42 08 08.     (N)    105 43 46.     (W)     SCALED    
 NQ0385* NAVD 88     -      2165.839  (meters)    7105.76   (feet)  ADJUSTED  
 NQ0385  ___________________________________________________________________
 NQ0385  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 NQ0385  DYNAMIC HT  -        2164.167 (meters)    7100.27  (feet)  COMP
 NQ0385  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 NQ0385
 NQ0385  VERT ORDER  -  SECOND    CLASS 0
 NQ0385
 NQ0385.The horizontal coordinates were scaled from a topographic map and have
 NQ0385.an estimated accuracy of +/- 6 seconds.
 NQ0385
 NQ0385.The orthometric height was determined by differential leveling
 NQ0385.and adjusted by the National Geodetic Survey in June 1991..
 NQ0385
 NQ0385.The geoid height was determined by GEOID03.
 NQ0385
 NQ0385.The dynamic height is computed by dividing the NAVD 88
 NQ0385.geopotential number by the normal gravity value computed on the
 NQ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0385.degrees latitude (g = 980.6199 gals.).
 NQ0385
 NQ0385.The modeled gravity was interpolated from observed gravity values.
 NQ0385
 NQ0385;                    North         East    Units  Estimated Accuracy
 NQ0385;SPC WY E     -   181,790.      153,480.      MT  (+/- 180 meters Scaled)
 NQ0385
 NQ0385                          SUPERSEDED SURVEY CONTROL
 NQ0385
 NQ0385  NGVD 29 (??/??/92) 2164.839  (m)         7102.48   (f) ADJ UNCH    2 0
 NQ0385
 NQ0385.Superseded values are not recommended for survey control.
 NQ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0385.See file dsdata.txt to determine how the superseded data were derived.
 NQ0385
 NQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG397650(NAD 83)
 NQ0385_MARKER: DB = BENCH MARK DISK
 NQ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0385_STAMPING: A 145 1959
 NQ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0385+STABILITY: SURFACE MOTION
 NQ0385
 NQ0385  HISTORY     - Date     Condition        Report By
 NQ0385  HISTORY     - 1959     MONUMENTED       CGS
 NQ0385
 NQ0385                          STATION DESCRIPTION
 NQ0385
 NQ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0385'7.8 MI W FROM GARRETT.
 NQ0385'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0385'POST OFFICE AT GARRETT, THENCE ABOUT 7.25 MILES WEST ALONG A
 NQ0385'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, IN THE EAST SIDE OF
 NQ0385'SECTION 17, T 25 N, R 74 W, 70 FEET NORTHEAST OF THE CENTER LINE
 NQ0385'OF THE ROAD, 67 FEET NORTH OF THE NORTH END OF A CATTLE GUARD,
 NQ0385'2 1/2 FEET WEST OF A FENCE, 1.5 FEET SOUTH OF A METAL WITNESS
 NQ0385'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 NQ0385'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0409 ***********************************************************************
 NQ0409  DESIGNATION -  A 146
 NQ0409  PID         -  NQ0409
 NQ0409  STATE/COUNTY-  WY/ALBANY
 NQ0409  USGS QUAD   -  PASS CREEK (1964)
 NQ0409
 NQ0409                         *CURRENT SURVEY CONTROL
 NQ0409  ___________________________________________________________________
 NQ0409* NAD 83(1986)-  42 18 21.     (N)    105 57 54.     (W)     SCALED    
 NQ0409* NAVD 88     -      2247.624  (meters)    7374.08   (feet)  ADJUSTED  
 NQ0409  ___________________________________________________________________
 NQ0409  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 NQ0409  DYNAMIC HT  -        2245.888 (meters)    7368.38  (feet)  COMP
 NQ0409  MODELED GRAV-     979,767.2   (mgal)                       NAVD 88
 NQ0409
 NQ0409  VERT ORDER  -  SECOND    CLASS 0
 NQ0409
 NQ0409.The horizontal coordinates were scaled from a topographic map and have
 NQ0409.an estimated accuracy of +/- 6 seconds.
 NQ0409
 NQ0409.The orthometric height was determined by differential leveling
 NQ0409.and adjusted by the National Geodetic Survey in June 1991..
 NQ0409
 NQ0409.The geoid height was determined by GEOID03.
 NQ0409
 NQ0409.The dynamic height is computed by dividing the NAVD 88
 NQ0409.geopotential number by the normal gravity value computed on the
 NQ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0409.degrees latitude (g = 980.6199 gals.).
 NQ0409
 NQ0409.The modeled gravity was interpolated from observed gravity values.
 NQ0409
 NQ0409;                    North         East    Units  Estimated Accuracy
 NQ0409;SPC WY E     -   200,860.      134,180.      MT  (+/- 180 meters Scaled)
 NQ0409
 NQ0409                          SUPERSEDED SURVEY CONTROL
 NQ0409
 NQ0409  NGVD 29 (??/??/92) 2246.590  (m)         7370.69   (f) ADJ UNCH    2 0
 NQ0409
 NQ0409.Superseded values are not recommended for survey control.
 NQ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0409.See file dsdata.txt to determine how the superseded data were derived.
 NQ0409
 NQ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG204841(NAD 83)
 NQ0409_MARKER: DB = BENCH MARK DISK
 NQ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0409_STAMPING: A 146 1959
 NQ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0409+STABILITY: SURFACE MOTION
 NQ0409
 NQ0409  HISTORY     - Date     Condition        Report By
 NQ0409  HISTORY     - 1959     MONUMENTED       CGS
 NQ0409
 NQ0409                          STATION DESCRIPTION
 NQ0409
 NQ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0409'6.8 MI SE FROM LITTLE MEDICINE.
 NQ0409'ABOUT 6.65 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE RANCH
 NQ0409'BUILDINGS AT LITTLE MEDICINE, THENCE ABOUT 0.1 MILE EAST ALONG
 NQ0409'A GRADED DIRT ROAD WHICH IS COUNTY ROAD 619, 75 FEET NORTHEAST
 NQ0409'OF THE CENTER LINE OF THE ROAD, IN THE SOUTHWEST 1/4 OF SECTION
 NQ0409'16, T 27 N, R 76 W, ABOUT 0.25 MILE SOUTHEAST OF A HILL, 1.5
 NQ0409'FEET NORTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A
 NQ0409'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0309 ***********************************************************************
 MO0309  DESIGNATION -  A 150
 MO0309  PID         -  MO0309
 MO0309  STATE/COUNTY-  WY/PLATTE
 MO0309  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0309
 MO0309                         *CURRENT SURVEY CONTROL
 MO0309  ___________________________________________________________________
 MO0309* NAD 83(1986)-  41 39 12.     (N)    104 50 32.     (W)     SCALED    
 MO0309* NAVD 88     -      1769.084  (meters)    5804.07   (feet)  ADJUSTED  
 MO0309  ___________________________________________________________________
 MO0309  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 MO0309  DYNAMIC HT  -        1767.706 (meters)    5799.55  (feet)  COMP
 MO0309  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 MO0309
 MO0309  VERT ORDER  -  SECOND    CLASS 0
 MO0309
 MO0309.The horizontal coordinates were scaled from a topographic map and have
 MO0309.an estimated accuracy of +/- 6 seconds.
 MO0309
 MO0309.The orthometric height was determined by differential leveling
 MO0309.and adjusted by the National Geodetic Survey in June 1991..
 MO0309
 MO0309.The geoid height was determined by GEOID03.
 MO0309
 MO0309.The dynamic height is computed by dividing the NAVD 88
 MO0309.geopotential number by the normal gravity value computed on the
 MO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0309.degrees latitude (g = 980.6199 gals.).
 MO0309
 MO0309.The modeled gravity was interpolated from observed gravity values.
 MO0309
 MO0309;                    North         East    Units  Estimated Accuracy
 MO0309;SPC WY E     -   128,130.      227,020.      MT  (+/- 180 meters Scaled)
 MO0309
 MO0309                          SUPERSEDED SURVEY CONTROL
 MO0309
 MO0309  NGVD 29 (??/??/92) 1768.17   (m)         5801.1    (f) COMPUTED    2 0
 MO0309
 MO0309.Superseded values are not recommended for survey control.
 MO0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0309.See file dsdata.txt to determine how the superseded data were derived.
 MO0309
 MO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG131112(NAD 83)
 MO0309_MARKER: DB = BENCH MARK DISK
 MO0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0309_STAMPING: A 150 1960
 MO0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0309+STABILITY: SURFACE MOTION
 MO0309
 MO0309  HISTORY     - Date     Condition        Report By
 MO0309  HISTORY     - 1960     MONUMENTED       CGS
 MO0309
 MO0309                          STATION DESCRIPTION
 MO0309
 MO0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MO0309'7.4 MI S FROM CHUGWATER.
 MO0309'7.4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0309'CHUGWATER, THENCE 0.1 MILE EAST ALONG THE ROAD LEADING TO MISSILE
 MO0309'SITE 549-1, 74 FEET NORTH OF THE CENTER OF THE ROAD, 3 FEET
 MO0309'SOUTHWEST OF A POWER POLE, 0.5 FEET SOUTH OF THE FENCE, 4 FEET
 MO0309'EAST OF A WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD, SET IN THE
 MO0309'TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0212 ***********************************************************************
 MQ0212  DESIGNATION -  A 151
 MQ0212  PID         -  MQ0212
 MQ0212  STATE/COUNTY-  WY/SWEETWATER
 MQ0212  USGS QUAD   -  CAMEL ROCK (1976)
 MQ0212
 MQ0212                         *CURRENT SURVEY CONTROL
 MQ0212  ___________________________________________________________________
 MQ0212* NAD 83(1986)-  41 29 24.     (N)    108 58 19.     (W)     SCALED    
 MQ0212* NAVD 88     -      1991.884  (meters)    6535.04   (feet)  ADJUSTED  
 MQ0212  ___________________________________________________________________
 MQ0212  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MQ0212  DYNAMIC HT  -        1990.191 (meters)    6529.48  (feet)  COMP
 MQ0212  MODELED GRAV-     979,702.1   (mgal)                       NAVD 88
 MQ0212
 MQ0212  VERT ORDER  -  SECOND    CLASS 0
 MQ0212
 MQ0212.The horizontal coordinates were scaled from a topographic map and have
 MQ0212.an estimated accuracy of +/- 6 seconds.
 MQ0212
 MQ0212.The orthometric height was determined by differential leveling
 MQ0212.and adjusted by the National Geodetic Survey in June 1991..
 MQ0212
 MQ0212.The geoid height was determined by GEOID03.
 MQ0212
 MQ0212.The dynamic height is computed by dividing the NAVD 88
 MQ0212.geopotential number by the normal gravity value computed on the
 MQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0212.degrees latitude (g = 980.6199 gals.).
 MQ0212
 MQ0212.The modeled gravity was interpolated from observed gravity values.
 MQ0212
 MQ0212;                    North         East    Units  Estimated Accuracy
 MQ0212;SPC WYWC     -   109,960.      581,470.      MT  (+/- 180 meters Scaled)
 MQ0212
 MQ0212                          SUPERSEDED SURVEY CONTROL
 MQ0212
 MQ0212  NGVD 29 (??/??/92) 1990.598  (m)         6530.82   (f) ADJ UNCH    2 0
 MQ0212
 MQ0212.Superseded values are not recommended for survey control.
 MQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0212.See file dsdata.txt to determine how the superseded data were derived.
 MQ0212
 MQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL692951(NAD 83)
 MQ0212_MARKER: DB = BENCH MARK DISK
 MQ0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0212_SP_SET: ABUTMENT
 MQ0212_STAMPING: A 151 1962
 MQ0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0212
 MQ0212  HISTORY     - Date     Condition        Report By
 MQ0212  HISTORY     - 1962     MONUMENTED       CGS
 MQ0212
 MQ0212                          STATION DESCRIPTION
 MQ0212
 MQ0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0212'15.1 MI SE FROM ROCK SPRINGS.
 MQ0212'15.1 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0212'ROCK SPRINGS, IN THE TOP AND 1.0 FOOT NORTHEAST OF THE SOUTHWEST END
 MQ0212'OF THE NORTHWEST CONCRETE ABUTMENT OF A BRIDGE OVER SALT WELLS CREEK,
 MQ0212'15 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 MQ0212'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0030 ***********************************************************************
 MQ0030  DESIGNATION -  A 152
 MQ0030  PID         -  MQ0030
 MQ0030  STATE/COUNTY-  WY/SWEETWATER
 MQ0030  USGS QUAD   -  CAMEL ROCK (1976)
 MQ0030
 MQ0030                         *CURRENT SURVEY CONTROL
 MQ0030  ___________________________________________________________________
 MQ0030* NAD 83(1986)-  41 29 07.     (N)    108 57 54.     (W)     SCALED    
 MQ0030* NAVD 88     -      2002.505  (meters)    6569.89   (feet)  ADJUSTED  
 MQ0030  ___________________________________________________________________
 MQ0030  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 MQ0030  DYNAMIC HT  -        2000.801 (meters)    6564.29  (feet)  COMP
 MQ0030  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 MQ0030
 MQ0030  VERT ORDER  -  SECOND    CLASS 0
 MQ0030
 MQ0030.The horizontal coordinates were scaled from a topographic map and have
 MQ0030.an estimated accuracy of +/- 6 seconds.
 MQ0030
 MQ0030.The orthometric height was determined by differential leveling
 MQ0030.and adjusted by the National Geodetic Survey in June 1991..
 MQ0030
 MQ0030.The geoid height was determined by GEOID03.
 MQ0030
 MQ0030.The dynamic height is computed by dividing the NAVD 88
 MQ0030.geopotential number by the normal gravity value computed on the
 MQ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0030.degrees latitude (g = 980.6199 gals.).
 MQ0030
 MQ0030.The modeled gravity was interpolated from observed gravity values.
 MQ0030
 MQ0030;                    North         East    Units  Estimated Accuracy
 MQ0030;SPC WYWC     -   109,430.      582,050.      MT  (+/- 180 meters Scaled)
 MQ0030
 MQ0030                          SUPERSEDED SURVEY CONTROL
 MQ0030
 MQ0030  NGVD 29 (??/??/92) 2001.220  (m)         6565.67   (f) ADJ UNCH    2 0
 MQ0030
 MQ0030.Superseded values are not recommended for survey control.
 MQ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0030.See file dsdata.txt to determine how the superseded data were derived.
 MQ0030
 MQ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL698946(NAD 83)
 MQ0030_MARKER: DB = BENCH MARK DISK
 MQ0030_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0030_SP_SET: OUTCROP
 MQ0030_STAMPING: A 152 1962
 MQ0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0030+STABILITY: POSITION/ELEVATION WELL
 MQ0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MQ0030+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0030
 MQ0030  HISTORY     - Date     Condition        Report By
 MQ0030  HISTORY     - 1962     MONUMENTED       CGS
 MQ0030  HISTORY     - 20011003 GOOD             WYHD
 MQ0030
 MQ0030                          STATION DESCRIPTION
 MQ0030
 MQ0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0030'15.6 MI SE FROM ROCK SPRINGS.
 MQ0030'15.6 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0030'ROCK SPRINGS, 0.5 MILE SOUTHEAST OF A LARGE BRIDGE OVER SALT WELLS
 MQ0030'CREEK, 0.5 MILE SOUTHEAST OF THE JUNCTION OF A TRACK ROAD NORTHEAST,
 MQ0030'SET VERTICALLY IN THE SOUTHWEST FACE OF A MASSIVE OUTCROP, 204 FEET
 MQ0030'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 200 FEET NORTHWEST OF A
 MQ0030'DEEP WASH, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND ABOUT 1 1/2 FEET
 MQ0030'ABOVE THE GROUND.
 MQ0030
 MQ0030                          STATION RECOVERY (2001)
 MQ0030
 MQ0030'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0216 ***********************************************************************
 MQ0216  DESIGNATION -  A 153
 MQ0216  PID         -  MQ0216
 MQ0216  STATE/COUNTY-  WY/SWEETWATER
 MQ0216  USGS QUAD   -  MINNIES GAP (1987)
 MQ0216
 MQ0216                         *CURRENT SURVEY CONTROL
 MQ0216  ___________________________________________________________________
 MQ0216* NAD 83(1986)-  41 00 28.     (N)    109 24 39.     (W)     SCALED    
 MQ0216* NAVD 88     -      1959.436  (meters)    6428.58   (feet)  ADJUSTED  
 MQ0216  ___________________________________________________________________
 MQ0216  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 MQ0216  DYNAMIC HT  -        1957.677 (meters)    6422.81  (feet)  COMP
 MQ0216  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 MQ0216
 MQ0216  VERT ORDER  -  SECOND    CLASS 0
 MQ0216
 MQ0216.The horizontal coordinates were scaled from a topographic map and have
 MQ0216.an estimated accuracy of +/- 6 seconds.
 MQ0216
 MQ0216.The orthometric height was determined by differential leveling
 MQ0216.and adjusted by the National Geodetic Survey in June 1991..
 MQ0216
 MQ0216.The geoid height was determined by GEOID03.
 MQ0216
 MQ0216.The dynamic height is computed by dividing the NAVD 88
 MQ0216.geopotential number by the normal gravity value computed on the
 MQ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0216.degrees latitude (g = 980.6199 gals.).
 MQ0216
 MQ0216.The modeled gravity was interpolated from observed gravity values.
 MQ0216
 MQ0216;                    North         East    Units  Estimated Accuracy
 MQ0216;SPC WYWC     -    56,600.      544,410.      MT  (+/- 180 meters Scaled)
 MQ0216
 MQ0216                          SUPERSEDED SURVEY CONTROL
 MQ0216
 MQ0216  NGVD 29 (??/??/92) 1958.160  (m)         6424.40   (f) ADJ UNCH    2 0
 MQ0216
 MQ0216.Superseded values are not recommended for survey control.
 MQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0216.See file dsdata.txt to determine how the superseded data were derived.
 MQ0216
 MQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL336408(NAD 83)
 MQ0216_MARKER: DB = BENCH MARK DISK
 MQ0216_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0216_SP_SET: OUTCROP
 MQ0216_STAMPING: A 153 1962
 MQ0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0216+STABILITY: POSITION/ELEVATION WELL
 MQ0216
 MQ0216  HISTORY     - Date     Condition        Report By
 MQ0216  HISTORY     - 1962     MONUMENTED       CGS
 MQ0216
 MQ0216                          STATION DESCRIPTION
 MQ0216
 MQ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0216'14.75 MI E FROM LINWOOD.
 MQ0216'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 MQ0216'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 9.75 MILES
 MQ0216'NORTHEAST ALONG CLAY BASIN ROAD, IN THE TOP OF THE NORTH EDGE OF A
 MQ0216'OUTCROP, 101 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.2 FEET WEST
 MQ0216'OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE ROAD, AND 0.8 FOOT
 MQ0216'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0157 ***********************************************************************
 PY0157  DESIGNATION -  A 157
 PY0157  PID         -  PY0157
 PY0157  STATE/COUNTY-  WY/PARK
 PY0157  USGS QUAD   -  MAMMOTH (1986)
 PY0157
 PY0157                         *CURRENT SURVEY CONTROL
 PY0157  ___________________________________________________________________
 PY0157* NAD 83(1986)-  44 59 04.     (N)    110 41 30.     (W)     SCALED    
 PY0157* NAVD 88     -      1778.863  (meters)    5836.15   (feet)  ADJUSTED  
 PY0157  ___________________________________________________________________
 PY0157  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY0157  DYNAMIC HT  -        1777.955 (meters)    5833.17  (feet)  COMP
 PY0157  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 PY0157
 PY0157  VERT ORDER  -  FIRST     CLASS II
 PY0157
 PY0157.The horizontal coordinates were scaled from a topographic map and have
 PY0157.an estimated accuracy of +/- 6 seconds.
 PY0157
 PY0157.The orthometric height was determined by differential leveling
 PY0157.and adjusted by the National Geodetic Survey in June 1991..
 PY0157
 PY0157.The geoid height was determined by GEOID03.
 PY0157
 PY0157.The dynamic height is computed by dividing the NAVD 88
 PY0157.geopotential number by the normal gravity value computed on the
 PY0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0157.degrees latitude (g = 980.6199 gals.).
 PY0157
 PY0157.The modeled gravity was interpolated from observed gravity values.
 PY0157
 PY0157;                    North         East    Units  Estimated Accuracy
 PY0157;SPC WYWC     -   499,970.      446,870.      MT  (+/- 180 meters Scaled)
 PY0157
 PY0157                          SUPERSEDED SURVEY CONTROL
 PY0157
 PY0157  NGVD 29 (08/20/92) 1777.648  (m)         5832.17   (f) ADJUSTED    1 2
 PY0157
 PY0157.Superseded values are not recommended for survey control.
 PY0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0157.See file dsdata.txt to determine how the superseded data were derived.
 PY0157
 PY0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ243812(NAD 83)
 PY0157_MARKER: DB = BENCH MARK DISK
 PY0157_SETTING: 80 = SET IN A BOULDER
 PY0157_STAMPING: A 157 1960
 PY0157_MARK LOGO: CGS   
 PY0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0157+STABILITY: SURFACE MOTION
 PY0157
 PY0157  HISTORY     - Date     Condition        Report By
 PY0157  HISTORY     - 1960     MONUMENTED       CGS
 PY0157  HISTORY     - 1983     GOOD             NGS
 PY0157
 PY0157                          STATION DESCRIPTION
 PY0157
 PY0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0157'1.5 MI N FROM MAMMOTH HOT SPRINGS.
 PY0157'ABOUT 1.5 MILES NORTH ALONG THE MAMMOTH HOT SPRINGS-GARDINER HIGHWAY
 PY0157'FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, 59 FEET SOUTHWEST OF THE
 PY0157'CENTER LINE OF THE HIGHWAY, IN THE TOP OF A 2 BY 2 FOOT BOULDER WHICH
 PY0157'PROJECTS 1 FOOT ABOVE THE GROUND ON THE NORTHEAST SIDE, ABOUT MIDWAY
 PY0157'OF A LONG S CURVE IN THE HIGHWAY AND IN A SMALL FLAT BETWEEN TWO
 PY0157'HILLS, ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 PY0157
 PY0157                          STATION RECOVERY (1983)
 PY0157
 PY0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0107 ***********************************************************************
 PY0107  DESIGNATION -  A 158
 PY0107  PID         -  PY0107
 PY0107  STATE/COUNTY-  WY/PARK
 PY0107  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0107
 PY0107                         *CURRENT SURVEY CONTROL
 PY0107  ___________________________________________________________________
 PY0107* NAD 83(1986)-  44 43 34.     (N)    110 42 11.     (W)     SCALED    
 PY0107* NAVD 88     -      2308.176  (meters)    7572.74   (feet)  ADJUSTED  
 PY0107  ___________________________________________________________________
 PY0107  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0107  DYNAMIC HT  -        2306.761 (meters)    7568.10  (feet)  COMP
 PY0107  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 PY0107
 PY0107  VERT ORDER  -  FIRST     CLASS II
 PY0107
 PY0107.The horizontal coordinates were scaled from a topographic map and have
 PY0107.an estimated accuracy of +/- 6 seconds.
 PY0107
 PY0107.The orthometric height was determined by differential leveling
 PY0107.and adjusted by the National Geodetic Survey in June 1991..
 PY0107
 PY0107.The geoid height was determined by GEOID03.
 PY0107
 PY0107.The dynamic height is computed by dividing the NAVD 88
 PY0107.geopotential number by the normal gravity value computed on the
 PY0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0107.degrees latitude (g = 980.6199 gals.).
 PY0107
 PY0107.The modeled gravity was interpolated from observed gravity values.
 PY0107
 PY0107;                    North         East    Units  Estimated Accuracy
 PY0107;SPC WYWC     -   471,290.      445,290.      MT  (+/- 180 meters Scaled)
 PY0107
 PY0107                          SUPERSEDED SURVEY CONTROL
 PY0107
 PY0107  NGVD 29 (08/20/92) 2306.852  (m)         7568.40   (f) ADJUSTED    1 2
 PY0107
 PY0107.Superseded values are not recommended for survey control.
 PY0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0107.See file dsdata.txt to determine how the superseded data were derived.
 PY0107
 PY0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ235525(NAD 83)
 PY0107_MARKER: DB = BENCH MARK DISK
 PY0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0107_SP_SET: CONCRETE POST
 PY0107_STAMPING: A 158 1960
 PY0107_MARK LOGO: CGS   
 PY0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0107+STABILITY: SURFACE MOTION
 PY0107
 PY0107  HISTORY     - Date     Condition        Report By
 PY0107  HISTORY     - 1960     MONUMENTED       CGS
 PY0107  HISTORY     - 1983     GOOD             NGS
 PY0107  HISTORY     - 1987     GOOD             NGS
 PY0107
 PY0107                          STATION DESCRIPTION
 PY0107
 PY0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0107'IN NORRIS.
 PY0107'AT NORRIS, 106 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 PY0107'NORTH OF THE NORTH SIDE OF THE MUSEUM BUILDING, 2 FEET NORTH OF THE
 PY0107'BASE OF THE STONE RETAINING WALL AROUND THE MUSEUM, ABOUT 18 FEET
 PY0107'ABOVE THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 PY0107'INCHES.
 PY0107
 PY0107                          STATION RECOVERY (1983)
 PY0107
 PY0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0107'RECOVERED IN GOOD CONDITION.
 PY0107
 PY0107                          STATION RECOVERY (1987)
 PY0107
 PY0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0175 ***********************************************************************
 PY0175  DESIGNATION -  A 159
 PY0175  PID         -  PY0175
 PY0175  STATE/COUNTY-  WY/PARK
 PY0175  USGS QUAD   -  RICHARDS CREEK (1986)
 PY0175
 PY0175                         *CURRENT SURVEY CONTROL
 PY0175  ___________________________________________________________________
 PY0175* NAD 83(1986)-  44 52 01.     (N)    111 02 38.     (W)     SCALED    
 PY0175* NAVD 88     -      2167.795  (meters)    7112.17   (feet)  ADJUSTED  
 PY0175  ___________________________________________________________________
 PY0175  GEOID HEIGHT-          -8.27  (meters)                     GEOID03
 PY0175  DYNAMIC HT  -        2166.616 (meters)    7108.31  (feet)  COMP
 PY0175  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 PY0175
 PY0175  VERT ORDER  -  FIRST     CLASS II
 PY0175
 PY0175.The horizontal coordinates were scaled from a topographic map and have
 PY0175.an estimated accuracy of +/- 6 seconds.
 PY0175
 PY0175.The orthometric height was determined by differential leveling
 PY0175.and adjusted by the National Geodetic Survey in June 1991..
 PY0175
 PY0175.The geoid height was determined by GEOID03.
 PY0175
 PY0175.The dynamic height is computed by dividing the NAVD 88
 PY0175.geopotential number by the normal gravity value computed on the
 PY0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0175.degrees latitude (g = 980.6199 gals.).
 PY0175
 PY0175.The modeled gravity was interpolated from observed gravity values.
 PY0175
 PY0175;                    North         East    Units  Estimated Accuracy
 PY0175;SPC WYWC     -   487,640.      418,730.      MT  (+/- 180 meters Scaled)
 PY0175
 PY0175                          SUPERSEDED SURVEY CONTROL
 PY0175
 PY0175  NGVD 29 (??/??/92) 2166.220  (m)         7107.01   (f) ADJ UNCH    1 2
 PY0175
 PY0175.Superseded values are not recommended for survey control.
 PY0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0175.See file dsdata.txt to determine how the superseded data were derived.
 PY0175
 PY0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ965681(NAD 83)
 PY0175_MARKER: DB = BENCH MARK DISK
 PY0175_SETTING: 80 = SET IN A BOULDER
 PY0175_STAMPING: A 159 1960
 PY0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0175+STABILITY: SURFACE MOTION
 PY0175
 PY0175  HISTORY     - Date     Condition        Report By
 PY0175  HISTORY     - 1960     MONUMENTED       CGS
 PY0175
 PY0175                          STATION DESCRIPTION
 PY0175
 PY0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0175'16.15 MI N FROM WEST YELLOWSTONE.
 PY0175'ABOUT 16.15 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0175'RAILROAD STATION AT WEST YELLOWSTONE, 0.2 MILE NORTH OF THE CREST OF A
 PY0175'LONG GRADE, ON THE OUTSIDE OF A CURVE, SET IN THE TOP OF A LARGE
 PY0175'BOULDER WHICH PROJECTS 3 FEET, 101 FEET EAST OF THE CENTER LINE OF THE
 PY0175'HIGHWAY, AND ABOUT 5 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0048 ***********************************************************************
 PX0048  DESIGNATION -  A 159
 PX0048  PID         -  PX0048
 PX0048  STATE/COUNTY-  WY/BIG HORN
 PX0048  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0048
 PX0048                         *CURRENT SURVEY CONTROL
 PX0048  ___________________________________________________________________
 PX0048* NAD 83(1986)-  44 28 51.     (N)    108 03 21.     (W)     SCALED    
 PX0048* NAVD 88     -      1159.020  (meters)    3802.55   (feet)  ADJUSTED  
 PX0048  ___________________________________________________________________
 PX0048  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 PX0048  DYNAMIC HT  -        1158.560 (meters)    3801.04  (feet)  COMP
 PX0048  MODELED GRAV-     980,182.1   (mgal)                       NAVD 88
 PX0048
 PX0048  VERT ORDER  -  SECOND    CLASS 0
 PX0048
 PX0048.The horizontal coordinates were scaled from a topographic map and have
 PX0048.an estimated accuracy of +/- 6 seconds.
 PX0048
 PX0048.The orthometric height was determined by differential leveling
 PX0048.and adjusted by the National Geodetic Survey in June 1991..
 PX0048
 PX0048.The geoid height was determined by GEOID03.
 PX0048
 PX0048.The dynamic height is computed by dividing the NAVD 88
 PX0048.geopotential number by the normal gravity value computed on the
 PX0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0048.degrees latitude (g = 980.6199 gals.).
 PX0048
 PX0048.The modeled gravity was interpolated from observed gravity values.
 PX0048
 PX0048;                    North         East    Units  Estimated Accuracy
 PX0048;SPC WYEC     -   542,430.      342,530.      MT  (+/- 180 meters Scaled)
 PX0048
 PX0048                          SUPERSEDED SURVEY CONTROL
 PX0048
 PX0048  NGVD 29 (??/??/92) 1158.229  (m)         3799.96   (f) ADJ UNCH    2 0
 PX0048
 PX0048.Superseded values are not recommended for survey control.
 PX0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0048.See file dsdata.txt to determine how the superseded data were derived.
 PX0048
 PX0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ341294(NAD 83)
 PX0048_MARKER: DB = BENCH MARK DISK
 PX0048_SETTING: 66 = SET IN ROCK OUTCROP
 PX0048_SP_SET: SANDSTONE OUTCROP
 PX0048_STAMPING: A 159 1966
 PX0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0048+STABILITY: POSITION/ELEVATION WELL
 PX0048
 PX0048  HISTORY     - Date     Condition        Report By
 PX0048  HISTORY     - 1966     MONUMENTED       CGS
 PX0048  HISTORY     - 1982     MARK NOT FOUND   NGS
 PX0048
 PX0048                          STATION DESCRIPTION
 PX0048
 PX0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PX0048'0.5 MI S FROM GREYBULL.
 PX0048'0.5 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PX0048'COMPANY FROM THE STATION AT GREYBULL, AT RAILROAD MILEAGE 403.43, SET
 PX0048'VERTICALLY IN THE EAST FACE OF A MASSIVE SANDSTONE OUTCROP, DIRECTLY
 PX0048'UNDER THE WEST EDGE OF AND NEAR THE SOUTH END OF U.S. HIGHWAY 20 AND
 PX0048'16 OVERPASS OVER THE RAILROAD, 45.0 FEET WEST OF THE WEST RAIL OF THE
 PX0048'MAIN TRACK, 66 FEET NORTH OF THE NORTH FACE OF THE 4TH CONCRETE PILLAR
 PX0048'NORTH OF THE SOUTH END OF THE OVERPASS, AND ABOUT 3 1/2 FEET HIGHER
 PX0048'THAN THE TRACK.
 PX0048
 PX0048                          STATION RECOVERY (1982)
 PX0048
 PX0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0048'THE STEM OF THE DISK IS ALL THAT REMAINS OF THIS MARK AND IT SHOULD BE
 PX0048'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0316 ***********************************************************************
 NQ0316  DESIGNATION -  A 16
 NQ0316  PID         -  NQ0316
 NQ0316  STATE/COUNTY-  WY/CONVERSE
 NQ0316  USGS QUAD   -  ORPHA (1974)
 NQ0316
 NQ0316                         *CURRENT SURVEY CONTROL
 NQ0316  ___________________________________________________________________
 NQ0316* NAD 83(1986)-  42 51 09.     (N)    105 30 16.     (W)     SCALED    
 NQ0316* NAVD 88     -      1489.191  (meters)    4885.79   (feet)  ADJUSTED  
 NQ0316  ___________________________________________________________________
 NQ0316  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 NQ0316  DYNAMIC HT  -        1488.258 (meters)    4882.73  (feet)  COMP
 NQ0316  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 NQ0316
 NQ0316  VERT ORDER  -  FIRST     CLASS II
 NQ0316
 NQ0316.The horizontal coordinates were scaled from a topographic map and have
 NQ0316.an estimated accuracy of +/- 6 seconds.
 NQ0316
 NQ0316.The orthometric height was determined by differential leveling
 NQ0316.and adjusted by the National Geodetic Survey in June 1991..
 NQ0316
 NQ0316.The geoid height was determined by GEOID03.
 NQ0316
 NQ0316.The dynamic height is computed by dividing the NAVD 88
 NQ0316.geopotential number by the normal gravity value computed on the
 NQ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0316.degrees latitude (g = 980.6199 gals.).
 NQ0316
 NQ0316.The modeled gravity was interpolated from observed gravity values.
 NQ0316
 NQ0316;                    North         East    Units  Estimated Accuracy
 NQ0316;SPC WY E     -   261,320.      172,390.      MT  (+/- 180 meters Scaled)
 NQ0316
 NQ0316                          SUPERSEDED SURVEY CONTROL
 NQ0316
 NQ0316  NGVD 29 (??/??/92) 1488.32   (m)         4882.9    (f) COMPUTED    1 2
 NQ0316
 NQ0316.Superseded values are not recommended for survey control.
 NQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0316.See file dsdata.txt to determine how the superseded data were derived.
 NQ0316
 NQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH587445(NAD 83)
 NQ0316_MARKER: DB = BENCH MARK DISK
 NQ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0316_STAMPING: A 16 1934
 NQ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0316+STABILITY: SURFACE MOTION
 NQ0316
 NQ0316  HISTORY     - Date     Condition        Report By
 NQ0316  HISTORY     - 1934     MONUMENTED       CGS
 NQ0316  HISTORY     - 1948     GOOD             NGS
 NQ0316
 NQ0316                          STATION DESCRIPTION
 NQ0316
 NQ0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NQ0316'10.1 MI NW FROM DOUGLAS.
 NQ0316'ABOUT 10.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NQ0316'QUINCY RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY,
 NQ0316'AT THE STATION AT ORPHA, ABOUT 1,570 FEET SOUTHEAST OF MILEPOST
 NQ0316'159, 80.0 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 8.0
 NQ0316'FEET SOUTHEAST OF THE SOUTHWEST CORNER POST OF FENCE AROUND
 NQ0316'A SECTION FOREMANS HOUSE, AND 4.7 FEET SOUTH OF THE FENCE.  A
 NQ0316'STANDARD DISK, STAMPED A 16 1934 AND SET IN THE TOP OF A CONCRETE
 NQ0316'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0369 ***********************************************************************
 PW0369  DESIGNATION -  A 160
 PW0369  PID         -  PW0369
 PW0369  STATE/COUNTY-  WY/BIG HORN
 PW0369  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0369
 PW0369                         *CURRENT SURVEY CONTROL
 PW0369  ___________________________________________________________________
 PW0369* NAD 83(1986)-  44 34 54.     (N)    107 40 52.     (W)     SCALED    
 PW0369* NAVD 88     -      1438.122  (meters)    4718.24   (feet)  ADJUSTED  
 PW0369  ___________________________________________________________________
 PW0369  GEOID HEIGHT-          -9.67  (meters)                     GEOID03
 PW0369  DYNAMIC HT  -        1437.507 (meters)    4716.22  (feet)  COMP
 PW0369  MODELED GRAV-     980,139.1   (mgal)                       NAVD 88
 PW0369
 PW0369  VERT ORDER  -  SECOND    CLASS 0
 PW0369
 PW0369.The horizontal coordinates were scaled from a topographic map and have
 PW0369.an estimated accuracy of +/- 6 seconds.
 PW0369
 PW0369.The orthometric height was determined by differential leveling
 PW0369.and adjusted by the National Geodetic Survey in June 1991..
 PW0369
 PW0369.The geoid height was determined by GEOID03.
 PW0369
 PW0369.The dynamic height is computed by dividing the NAVD 88
 PW0369.geopotential number by the normal gravity value computed on the
 PW0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0369.degrees latitude (g = 980.6199 gals.).
 PW0369
 PW0369.The modeled gravity was interpolated from observed gravity values.
 PW0369
 PW0369;                    North         East    Units  Estimated Accuracy
 PW0369;SPC WYEC     -   553,440.      372,380.      MT  (+/- 180 meters Scaled)
 PW0369
 PW0369                          SUPERSEDED SURVEY CONTROL
 PW0369
 PW0369  NGVD 29 (??/??/92) 1437.279  (m)         4715.47   (f) ADJ UNCH    2 0
 PW0369
 PW0369.Superseded values are not recommended for survey control.
 PW0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0369.See file dsdata.txt to determine how the superseded data were derived.
 PW0369
 PW0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK871399(NAD 83)
 PW0369_MARKER: DB = BENCH MARK DISK
 PW0369_SETTING: 66 = SET IN ROCK OUTCROP
 PW0369_SP_SET: RED OUTCROP
 PW0369_STAMPING: A 160 1966
 PW0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0369+STABILITY: POSITION/ELEVATION WELL
 PW0369
 PW0369  HISTORY     - Date     Condition        Report By
 PW0369  HISTORY     - 1966     MONUMENTED       CGS
 PW0369
 PW0369                          STATION DESCRIPTION
 PW0369
 PW0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0369'6.2 MI NE FROM SHELL.
 PW0369'6.2 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0369'SHELL, AT A LARGE PULLOUT, AT THE FOOT OF SWITCHBACKS, ON THE
 PW0369'SOUTHEAST BANK OF SHELL CREEK, IN THE TOP OF A LARGE RED OUTCROP WHICH
 PW0369'PROJECTS ABOUT 6 1/2 FEET ABOVE THE GROUND, 205 FEET NORTH AND ACROSS
 PW0369'THE PULLOUT FROM THE CENTER LINE OF THE HIGHWAY, 11.8 FEET NORTH OF A
 PW0369'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0398 ***********************************************************************
 PW0398  DESIGNATION -  A 161
 PW0398  PID         -  PW0398
 PW0398  STATE/COUNTY-  WY/SHERIDAN
 PW0398  USGS QUAD   -  GRANITE PASS (1993)
 PW0398
 PW0398                         *CURRENT SURVEY CONTROL
 PW0398  ___________________________________________________________________
 PW0398* NAD 83(1986)-  44 38 40.     (N)    107 30 11.     (W)     SCALED    
 PW0398* NAVD 88     -      2732.654  (meters)    8965.38   (feet)  ADJUSTED  
 PW0398  ___________________________________________________________________
 PW0398  GEOID HEIGHT-          -8.69  (meters)                     GEOID03
 PW0398  DYNAMIC HT  -        2731.119 (meters)    8960.35  (feet)  COMP
 PW0398  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 PW0398
 PW0398  VERT ORDER  -  SECOND    CLASS 0
 PW0398
 PW0398.The horizontal coordinates were scaled from a topographic map and have
 PW0398.an estimated accuracy of +/- 6 seconds.
 PW0398
 PW0398.The orthometric height was determined by differential leveling
 PW0398.and adjusted by the National Geodetic Survey in June 1991..
 PW0398
 PW0398.The geoid height was determined by GEOID03.
 PW0398
 PW0398.The dynamic height is computed by dividing the NAVD 88
 PW0398.geopotential number by the normal gravity value computed on the
 PW0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0398.degrees latitude (g = 980.6199 gals.).
 PW0398
 PW0398.The modeled gravity was interpolated from observed gravity values.
 PW0398
 PW0398;                    North         East    Units  Estimated Accuracy
 PW0398;SPC WYEC     -   560,370.      386,540.      MT  (+/- 180 meters Scaled)
 PW0398
 PW0398                          SUPERSEDED SURVEY CONTROL
 PW0398
 PW0398  NGVD 29 (??/??/92) 2731.639  (m)         8962.05   (f) ADJ UNCH    2 0
 PW0398
 PW0398.Superseded values are not recommended for survey control.
 PW0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0398.See file dsdata.txt to determine how the superseded data were derived.
 PW0398
 PW0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK015465(NAD 83)
 PW0398_MARKER: DB = BENCH MARK DISK
 PW0398_SETTING: 66 = SET IN ROCK OUTCROP
 PW0398_SP_SET: GRANITE OUTCROP
 PW0398_STAMPING: A 161 1966
 PW0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0398+STABILITY: POSITION/ELEVATION WELL
 PW0398
 PW0398  HISTORY     - Date     Condition        Report By
 PW0398  HISTORY     - 1966     MONUMENTED       CGS
 PW0398
 PW0398                          STATION DESCRIPTION
 PW0398
 PW0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0398'23.3 MI NE FROM SHELL.
 PW0398'23.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0398'SHELL, 0.35 MILE NORTH OF GRANITE PASS SUMMIT AND BIG HORN-SHERIDAN
 PW0398'COUNTY LINE, ABOUT 0.05 MILE NORTHEAST OF THE CROSSING OF PROSPECT
 PW0398'CREEK AND THE JUNCTION OF A GRADED ROAD WEST, AT THE NORTHEAST END OF
 PW0398'A ROCKY CUT, SET VERTICALLY IN THE SOUTHEAST FACE OF A GRANITE OUTCROP
 PW0398'IN THE CUT, 34 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PW0398'ABOUT 0.8 FOOT ABOVE THE GROUND, AND 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0240 ***********************************************************************
 PW0240  DESIGNATION -  A 162
 PW0240  PID         -  PW0240
 PW0240  STATE/COUNTY-  WY/SHERIDAN
 PW0240  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0240
 PW0240                         *CURRENT SURVEY CONTROL
 PW0240  ___________________________________________________________________
 PW0240* NAD 83(1986)-  44 47 40.     (N)    107 22 01.     (W)     SCALED    
 PW0240* NAVD 88     -      2294.705  (meters)    7528.54   (feet)  ADJUSTED  
 PW0240  ___________________________________________________________________
 PW0240  GEOID HEIGHT-         -10.26  (meters)                     GEOID03
 PW0240  DYNAMIC HT  -        2293.591 (meters)    7524.89  (feet)  COMP
 PW0240  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 PW0240
 PW0240  VERT ORDER  -  SECOND    CLASS 0
 PW0240
 PW0240.The horizontal coordinates were scaled from a topographic map and have
 PW0240.an estimated accuracy of +/- 6 seconds.
 PW0240
 PW0240.The orthometric height was determined by differential leveling
 PW0240.and adjusted by the National Geodetic Survey in June 1991..
 PW0240
 PW0240.The geoid height was determined by GEOID03.
 PW0240
 PW0240.The dynamic height is computed by dividing the NAVD 88
 PW0240.geopotential number by the normal gravity value computed on the
 PW0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0240.degrees latitude (g = 980.6199 gals.).
 PW0240
 PW0240.The modeled gravity was interpolated from observed gravity values.
 PW0240
 PW0240;                    North         East    Units  Estimated Accuracy
 PW0240;SPC WYEC     -   577,020.      397,340.      MT  (+/- 180 meters Scaled)
 PW0240
 PW0240                          SUPERSEDED SURVEY CONTROL
 PW0240
 PW0240  NGVD 29 (??/??/92) 2293.810  (m)         7525.61   (f) ADJ UNCH    2 0
 PW0240
 PW0240.Superseded values are not recommended for survey control.
 PW0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0240.See file dsdata.txt to determine how the superseded data were derived.
 PW0240
 PW0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK127628(NAD 83)
 PW0240_MARKER: DB = BENCH MARK DISK
 PW0240_SETTING: 66 = SET IN ROCK OUTCROP
 PW0240_SP_SET: GRANITE OUTCROP
 PW0240_STAMPING: A 162 1966
 PW0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0240+STABILITY: POSITION/ELEVATION WELL
 PW0240
 PW0240  HISTORY     - Date     Condition        Report By
 PW0240  HISTORY     - 1966     MONUMENTED       CGS
 PW0240
 PW0240                          STATION DESCRIPTION
 PW0240
 PW0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0240'14.15 MI SW FROM DAYTON.
 PW0240'14.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0240'DAYTON, ON THE OUTSIDE OF A CURVE, IN THE TOP OF A LARGE GRANITE
 PW0240'OUTCROP PROJECTING ABOUT 2 1/2 FEET, 31 1/2 FEET WEST OF THE CENTER
 PW0240'LINE OF THE HIGHWAY, 74 FEET NORTH OF THE CENTER OF THE WEST END OF A
 PW0240'24-INCH PIPE CULVERT, 4.6 FEET EAST OF A WITNESS POST, AND ABOUT 2 1/2
 PW0240'FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0306 ***********************************************************************
 PW0306  DESIGNATION -  A 163
 PW0306  PID         -  PW0306
 PW0306  STATE/COUNTY-  WY/WASHAKIE
 PW0306  USGS QUAD   -  TEN SLEEP (1976)
 PW0306
 PW0306                         *CURRENT SURVEY CONTROL
 PW0306  ___________________________________________________________________
 PW0306* NAD 83(1986)-  44 01 24.     (N)    107 26 11.     (W)     SCALED    
 PW0306* NAVD 88     -      1369.806  (meters)    4494.11   (feet)  ADJUSTED  
 PW0306  ___________________________________________________________________
 PW0306  GEOID HEIGHT-         -10.80  (meters)                     GEOID03
 PW0306  DYNAMIC HT  -        1369.209 (meters)    4492.15  (feet)  COMP
 PW0306  MODELED GRAV-     980,134.2   (mgal)                       NAVD 88
 PW0306
 PW0306  VERT ORDER  -  SECOND    CLASS 0
 PW0306
 PW0306.The horizontal coordinates were scaled from a topographic map and have
 PW0306.an estimated accuracy of +/- 6 seconds.
 PW0306
 PW0306.The orthometric height was determined by differential leveling
 PW0306.and adjusted by the National Geodetic Survey in June 1991..
 PW0306
 PW0306.The geoid height was determined by GEOID03.
 PW0306
 PW0306.The dynamic height is computed by dividing the NAVD 88
 PW0306.geopotential number by the normal gravity value computed on the
 PW0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0306.degrees latitude (g = 980.6199 gals.).
 PW0306
 PW0306.The modeled gravity was interpolated from observed gravity values.
 PW0306
 PW0306;                    North         East    Units  Estimated Accuracy
 PW0306;SPC WYEC     -   491,350.      391,740.      MT  (+/- 180 meters Scaled)
 PW0306
 PW0306                          SUPERSEDED SURVEY CONTROL
 PW0306
 PW0306  NGVD 29 (??/??/92) 1369.06   (m)         4491.7    (f) COMPUTED    2 0
 PW0306
 PW0306.Superseded values are not recommended for survey control.
 PW0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0306.See file dsdata.txt to determine how the superseded data were derived.
 PW0306
 PW0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ047773(NAD 83)
 PW0306_MARKER: DB = BENCH MARK DISK
 PW0306_SETTING: 66 = SET IN ROCK OUTCROP
 PW0306_SP_SET: SANDSTONE OUTCROP
 PW0306_STAMPING: A 163 1966
 PW0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0306+STABILITY: POSITION/ELEVATION WELL
 PW0306
 PW0306  HISTORY     - Date     Condition        Report By
 PW0306  HISTORY     - 1966     MONUMENTED       CGS
 PW0306
 PW0306                          STATION DESCRIPTION
 PW0306
 PW0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0306'1.3 MI S FROM TEN SLEEP.
 PW0306'1.3 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY 16
 PW0306'AT TEN SLEEP, 0.1 MILE EAST OF AND ACROSS THE ROAD FROM BENCH MARK Z
 PW0306'162, AT TEN SLEEP AIRPORT, IN THE TOP OF A LARGE FLAT SANDSTONE
 PW0306'OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND, 86 FEET NORTHEAST OF THE
 PW0306'CENTER LINE OF THE ROAD, 82 FEET WEST OF A TELEPHONE POLE, 13.3 FEET
 PW0306'SOUTHWEST OF A WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0091 ***********************************************************************
 OV0091  DESIGNATION -  A 164
 OV0091  PID         -  OV0091
 OV0091  STATE/COUNTY-  WY/WASHAKIE
 OV0091  USGS QUAD   -  BIG TRAILS (1976)
 OV0091
 OV0091                         *CURRENT SURVEY CONTROL
 OV0091  ___________________________________________________________________
 OV0091* NAD 83(1986)-  43 49 54.     (N)    107 21 39.     (W)     SCALED    
 OV0091* NAVD 88     -      1446.121  (meters)    4744.48   (feet)  ADJUSTED  
 OV0091  ___________________________________________________________________
 OV0091  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 OV0091  DYNAMIC HT  -        1445.425 (meters)    4742.20  (feet)  COMP
 OV0091  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 OV0091
 OV0091  VERT ORDER  -  SECOND    CLASS 0
 OV0091
 OV0091.The horizontal coordinates were scaled from a topographic map and have
 OV0091.an estimated accuracy of +/- 6 seconds.
 OV0091
 OV0091.The orthometric height was determined by differential leveling
 OV0091.and adjusted by the National Geodetic Survey in June 1991..
 OV0091
 OV0091.The geoid height was determined by GEOID03.
 OV0091
 OV0091.The dynamic height is computed by dividing the NAVD 88
 OV0091.geopotential number by the normal gravity value computed on the
 OV0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0091.degrees latitude (g = 980.6199 gals.).
 OV0091
 OV0091.The modeled gravity was interpolated from observed gravity values.
 OV0091
 OV0091;                    North         East    Units  Estimated Accuracy
 OV0091;SPC WYEC     -   470,050.      397,790.      MT  (+/- 180 meters Scaled)
 OV0091
 OV0091                          SUPERSEDED SURVEY CONTROL
 OV0091
 OV0091  NGVD 29 (??/??/92) 1445.326  (m)         4741.87   (f) ADJ UNCH    2 0
 OV0091
 OV0091.Superseded values are not recommended for survey control.
 OV0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0091.See file dsdata.txt to determine how the superseded data were derived.
 OV0091
 OV0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ101558(NAD 83)
 OV0091_MARKER: DB = BENCH MARK DISK
 OV0091_SETTING: 66 = SET IN ROCK OUTCROP
 OV0091_SP_SET: SANDSTONE OUTCROP
 OV0091_STAMPING: A 164 1966
 OV0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0091+STABILITY: POSITION/ELEVATION WELL
 OV0091
 OV0091  HISTORY     - Date     Condition        Report By
 OV0091  HISTORY     - 1966     MONUMENTED       CGS
 OV0091
 OV0091                          STATION DESCRIPTION
 OV0091
 OV0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0091'15.85 MI S FROM TEN SLEEP.
 OV0091'15.85 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U. S. HIGHWAY
 OV0091'16 AT TEN SLEEP, 0.25 MILE SOUTH OF THE CROSSING OF A POWER LINE, 0.05
 OV0091'MILE NORTH OF THE JUNCTION OF A TRACK ROAD WEST, IN THE TOP OF A
 OV0091'SANDSTONE OUTCROP PROJECTING ABOUT 2 FEET, 34 1/2 FEET WEST OF THE
 OV0091'CENTER LINE OF THE ROAD, 196 FEET NORTHWEST AND ACROSS THE ROAD FROM A
 OV0091'POWER POLE WITH TWO GUY WIRES, 6.0 FEET SOUTHWEST OF A WITNESS POST,
 OV0091'AND ABOUT 9 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0117 ***********************************************************************
 OV0117  DESIGNATION -  A 165
 OV0117  PID         -  OV0117
 OV0117  STATE/COUNTY-  WY/WASHAKIE
 OV0117  USGS QUAD   -  CORNELL GULCH (1967)
 OV0117
 OV0117                         *CURRENT SURVEY CONTROL
 OV0117  ___________________________________________________________________
 OV0117* NAD 83(1986)-  43 36 15.     (N)    107 25 27.     (W)     SCALED    
 OV0117* NAVD 88     -      1661.332  (meters)    5450.55   (feet)  ADJUSTED  
 OV0117  ___________________________________________________________________
 OV0117  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 OV0117  DYNAMIC HT  -        1660.422 (meters)    5447.57  (feet)  COMP
 OV0117  MODELED GRAV-     980,012.5   (mgal)                       NAVD 88
 OV0117
 OV0117  VERT ORDER  -  SECOND    CLASS 0
 OV0117
 OV0117.The horizontal coordinates were scaled from a topographic map and have
 OV0117.an estimated accuracy of +/- 6 seconds.
 OV0117
 OV0117.The orthometric height was determined by differential leveling
 OV0117.and adjusted by the National Geodetic Survey in June 1991..
 OV0117
 OV0117.The geoid height was determined by GEOID03.
 OV0117
 OV0117.The dynamic height is computed by dividing the NAVD 88
 OV0117.geopotential number by the normal gravity value computed on the
 OV0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0117.degrees latitude (g = 980.6199 gals.).
 OV0117
 OV0117.The modeled gravity was interpolated from observed gravity values.
 OV0117
 OV0117;                    North         East    Units  Estimated Accuracy
 OV0117;SPC WYEC     -   444,780.      392,670.      MT  (+/- 180 meters Scaled)
 OV0117
 OV0117                          SUPERSEDED SURVEY CONTROL
 OV0117
 OV0117  NGVD 29 (??/??/92) 1660.459  (m)         5447.69   (f) ADJ UNCH    2 0
 OV0117
 OV0117.Superseded values are not recommended for survey control.
 OV0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0117.See file dsdata.txt to determine how the superseded data were derived.
 OV0117
 OV0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ043307(NAD 83)
 OV0117_MARKER: DB = BENCH MARK DISK
 OV0117_SETTING: 80 = SET IN A BOULDER
 OV0117_STAMPING: A 165 1966
 OV0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0117+STABILITY: SURFACE MOTION
 OV0117
 OV0117  HISTORY     - Date     Condition        Report By
 OV0117  HISTORY     - 1966     MONUMENTED       MNDT
 OV0117
 OV0117                          STATION DESCRIPTION
 OV0117
 OV0117'DESCRIBED BY MN DEPT OF TRANSP 1966
 OV0117'38.1 MI S FROM TEN SLEEP.
 OV0117'38.1 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0117'16 AT TEN SLEEP, 0.6 MILE NORTHEAST OF THE JUNCTION OF A ROAD, AT THE
 OV0117'SOUTHWEST END OF A CUT, IN THE TOP OF A LARGE BOULDER PROJECTING ABOUT
 OV0117'2 1/2 FEET, 47 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.5
 OV0117'FEET SOUTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0335 ***********************************************************************
 MO0335  DESIGNATION -  A 166
 MO0335  PID         -  MO0335
 MO0335  STATE/COUNTY-  WY/PLATTE
 MO0335  USGS QUAD   -  FERGUSON CORNER (1990)
 MO0335
 MO0335                         *CURRENT SURVEY CONTROL
 MO0335  ___________________________________________________________________
 MO0335* NAD 83(1986)-  41 59 49.     (N)    104 58 56.     (W)     SCALED    
 MO0335* NAVD 88     -      1494.515  (meters)    4903.25   (feet)  ADJUSTED  
 MO0335  ___________________________________________________________________
 MO0335  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 MO0335  DYNAMIC HT  -        1493.514 (meters)    4899.97  (feet)  COMP
 MO0335  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 MO0335
 MO0335  VERT ORDER  -  SECOND    CLASS 0
 MO0335
 MO0335.The horizontal coordinates were scaled from a topographic map and have
 MO0335.an estimated accuracy of +/- 6 seconds.
 MO0335
 MO0335.The orthometric height was determined by differential leveling
 MO0335.and adjusted by the National Geodetic Survey in June 1991..
 MO0335
 MO0335.The geoid height was determined by GEOID03.
 MO0335
 MO0335.The dynamic height is computed by dividing the NAVD 88
 MO0335.geopotential number by the normal gravity value computed on the
 MO0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0335.degrees latitude (g = 980.6199 gals.).
 MO0335
 MO0335.The modeled gravity was interpolated from observed gravity values.
 MO0335
 MO0335;                    North         East    Units  Estimated Accuracy
 MO0335;SPC WY E     -   166,260.      215,280.      MT  (+/- 180 meters Scaled)
 MO0335
 MO0335                          SUPERSEDED SURVEY CONTROL
 MO0335
 MO0335  NGVD 29 (??/??/92) 1493.689  (m)         4900.54   (f) ADJ UNCH    2 0
 MO0335
 MO0335.Superseded values are not recommended for survey control.
 MO0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0335.See file dsdata.txt to determine how the superseded data were derived.
 MO0335
 MO0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG014494(NAD 83)
 MO0335_MARKER: DB = BENCH MARK DISK
 MO0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0335_SP_SET: GATE WALL
 MO0335_STAMPING: A 166 1966
 MO0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0335
 MO0335  HISTORY     - Date     Condition        Report By
 MO0335  HISTORY     - 1966     MONUMENTED       CGS
 MO0335
 MO0335                          STATION DESCRIPTION
 MO0335
 MO0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0335'5.2 MI S FROM WHEATLAND.
 MO0335'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE
 MO0335'AT WHEATLAND, THENCE 4.6 MILES SOUTH ALONG COUNTY ROAD 1601,
 MO0335'0.3 MILE SOUTH OF A WOODEN BRIDGE OVER ROCK CREEK, AT THE JUNCTION
 MO0335'OF A DRIVEWAY EAST TO A STUCCOED HOUSE, IN THE TOP OF THE CENTER OF
 MO0335'THE WEST CONCRETE WALL OF A FLOOD CONTROL GATE, 31 1/2 FEET EAST
 MO0335'OF THE CENTER LINE OF THE ROAD, 92 FEET SOUTH OF THE CENTER LINE
 MO0335'OF THE DRIVEWAY, 22 1/2 FEET SOUTH OF A 40-INCH COTTONWOOD TREE,
 MO0335'18 FEET NORTH OF THE SOUTHWEST CORNER OF A YARD FENCE AND A
 MO0335'TELEPHONE POLE, 7.0 FEET WEST OF A FENCE, AND ABOUT 1 FOOT
 MO0335'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0759 ***********************************************************************
 MO0759  DESIGNATION -  A 167
 MO0759  PID         -  MO0759
 MO0759  STATE/COUNTY-  WY/ALBANY
 MO0759  USGS QUAD   -  BOSLER (1981)
 MO0759
 MO0759                         *CURRENT SURVEY CONTROL
 MO0759  ___________________________________________________________________
 MO0759* NAD 83(1986)-  41 34 20.     (N)    105 39 07.     (W)     SCALED    
 MO0759* NAVD 88     -      2152.843  (meters)    7063.12   (feet)  ADJUSTED  
 MO0759  ___________________________________________________________________
 MO0759  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 MO0759  DYNAMIC HT  -        2151.035 (meters)    7057.19  (feet)  COMP
 MO0759  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 MO0759
 MO0759  VERT ORDER  -  SECOND    CLASS 0
 MO0759
 MO0759.The horizontal coordinates were scaled from a topographic map and have
 MO0759.an estimated accuracy of +/- 6 seconds.
 MO0759
 MO0759.The orthometric height was determined by differential leveling
 MO0759.and adjusted by the National Geodetic Survey in June 1991..
 MO0759
 MO0759.The geoid height was determined by GEOID03.
 MO0759
 MO0759.The dynamic height is computed by dividing the NAVD 88
 MO0759.geopotential number by the normal gravity value computed on the
 MO0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0759.degrees latitude (g = 980.6199 gals.).
 MO0759
 MO0759.The modeled gravity was interpolated from observed gravity values.
 MO0759
 MO0759;                    North         East    Units  Estimated Accuracy
 MO0759;SPC WY E     -   119,180.      159,530.      MT  (+/- 180 meters Scaled)
 MO0759
 MO0759                          SUPERSEDED SURVEY CONTROL
 MO0759
 MO0759  NGVD 29 (??/??/92) 2151.804  (m)         7059.71   (f) ADJ UNCH    2 0
 MO0759
 MO0759.Superseded values are not recommended for survey control.
 MO0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0759.See file dsdata.txt to determine how the superseded data were derived.
 MO0759
 MO0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG456024(NAD 83)
 MO0759_MARKER: DB = BENCH MARK DISK
 MO0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0759_STAMPING: A 167 1966
 MO0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0759+STABILITY: SURFACE MOTION
 MO0759
 MO0759  HISTORY     - Date     Condition        Report By
 MO0759  HISTORY     - 1966     MONUMENTED       CGS
 MO0759
 MO0759                          STATION DESCRIPTION
 MO0759
 MO0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0759'4 MI SE FROM BOSLER.
 MO0759'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BOSLER,
 MO0759'THENCE 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 34, 73 FEET
 MO0759'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 395 FEET NORTHEAST
 MO0759'OF THE EAST CORNER OF A WOODEN BRIDGE OVER OASIS CANAL, 202 FEET
 MO0759'SOUTHWEST OF THE SOUTHWEST END OF A GATE, 23.7 FEET NORTHEAST
 MO0759'OF BENCH MARK 7059 (WSHD), 2.4 FEET NORTHWEST OF A FENCE, 2.5
 MO0759'FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 MO0759'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 MO0759'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0413 ***********************************************************************
 MO0413  DESIGNATION -  A 168
 MO0413  PID         -  MO0413
 MO0413  STATE/COUNTY-  WY/ALBANY
 MO0413  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0413
 MO0413                         *CURRENT SURVEY CONTROL
 MO0413  ___________________________________________________________________
 MO0413* NAD 83(1986)-  41 44 48.     (N)    105 19 09.     (W)     SCALED    
 MO0413* NAVD 88     -      1886.061  (meters)    6187.85   (feet)  ADJUSTED  
 MO0413  ___________________________________________________________________
 MO0413  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 MO0413  DYNAMIC HT  -        1884.635 (meters)    6183.17  (feet)  COMP
 MO0413  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 MO0413
 MO0413  VERT ORDER  -  SECOND    CLASS 0
 MO0413
 MO0413.The horizontal coordinates were scaled from a topographic map and have
 MO0413.an estimated accuracy of +/- 6 seconds.
 MO0413
 MO0413.The orthometric height was determined by differential leveling
 MO0413.and adjusted by the National Geodetic Survey in June 1991..
 MO0413
 MO0413.The geoid height was determined by GEOID03.
 MO0413
 MO0413.The dynamic height is computed by dividing the NAVD 88
 MO0413.geopotential number by the normal gravity value computed on the
 MO0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0413.degrees latitude (g = 980.6199 gals.).
 MO0413
 MO0413.The modeled gravity was interpolated from observed gravity values.
 MO0413
 MO0413;                    North         East    Units  Estimated Accuracy
 MO0413;SPC WY E     -   138,450.      187,320.      MT  (+/- 180 meters Scaled)
 MO0413
 MO0413                          SUPERSEDED SURVEY CONTROL
 MO0413
 MO0413  NGVD 29 (??/??/92) 1885.152  (m)         6184.87   (f) ADJ UNCH    2 0
 MO0413
 MO0413.Superseded values are not recommended for survey control.
 MO0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0413.See file dsdata.txt to determine how the superseded data were derived.
 MO0413
 MO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG734216(NAD 83)
 MO0413_MARKER: DB = BENCH MARK DISK
 MO0413_SETTING: 66 = SET IN ROCK OUTCROP
 MO0413_SP_SET: OUTCROP
 MO0413_STAMPING: A 168 1966
 MO0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0413+STABILITY: POSITION/ELEVATION WELL
 MO0413
 MO0413  HISTORY     - Date     Condition        Report By
 MO0413  HISTORY     - 1966     MONUMENTED       CGS
 MO0413
 MO0413                          STATION DESCRIPTION
 MO0413
 MO0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0413'34.4 MI SW FROM WHEATLAND.
 MO0413'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0413'WHEATLAND, THENCE 24.05 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0413'THENCE 3.6 MILES SOUTH ALONG OLD WHEATLAND ROAD, 0.15 MILE
 MO0413'SOUTHWEST OF THE JUNCTION OF A ROAD SOUTHEAST TO A LOG CABIN,
 MO0413'AT THE NORTHEAST END OF A CURVE, IN THE TOP OF AN OUTCROP
 MO0413'PROJECTING ABOUT 1 FOOT, 54 FEET NORTH OF THE CENTER LINE OF
 MO0413'THE ROAD, 82 FEET NORTHEAST OF THE CENTER OF THE EAST END OF AN
 MO0413'18-INCH PIPE CULVERT, 59 FEET NORTH-NORTHEAST OF THE CENTER
 MO0413'OF THE JUNCTION OF A TRACK ROAD NORTHWEST, 6.0 FEET EAST OF A
 MO0413'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0217 ***********************************************************************
 MR0217  DESIGNATION -  A 169
 MR0217  PID         -  MR0217
 MR0217  STATE/COUNTY-  WY/LINCOLN
 MR0217  USGS QUAD   -  SAGE (1985)
 MR0217
 MR0217                         *CURRENT SURVEY CONTROL
 MR0217  ___________________________________________________________________
 MR0217* NAD 83(1986)-  41 49 24.     (N)    110 54 21.     (W)     SCALED    
 MR0217* NAVD 88     -      1955.166  (meters)    6414.57   (feet)  ADJUSTED  
 MR0217  ___________________________________________________________________
 MR0217  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MR0217  DYNAMIC HT  -        1953.572 (meters)    6409.34  (feet)  COMP
 MR0217  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 MR0217
 MR0217  VERT ORDER  -  SECOND    CLASS 0
 MR0217
 MR0217.The horizontal coordinates were scaled from a topographic map and have
 MR0217.an estimated accuracy of +/- 6 seconds.
 MR0217
 MR0217.The orthometric height was determined by differential leveling
 MR0217.and adjusted by the National Geodetic Survey in June 1991..
 MR0217
 MR0217.The geoid height was determined by GEOID03.
 MR0217
 MR0217.The dynamic height is computed by dividing the NAVD 88
 MR0217.geopotential number by the normal gravity value computed on the
 MR0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0217.degrees latitude (g = 980.6199 gals.).
 MR0217
 MR0217.The modeled gravity was interpolated from observed gravity values.
 MR0217
 MR0217;                    North         East    Units  Estimated Accuracy
 MR0217;SPC WY W     -   247,280.      731,670.      MT  (+/- 180 meters Scaled)
 MR0217
 MR0217                          SUPERSEDED SURVEY CONTROL
 MR0217
 MR0217  NGVD 29 (??/??/92) 1953.877  (m)         6410.34   (f) ADJ UNCH    2 0
 MR0217
 MR0217.Superseded values are not recommended for survey control.
 MR0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0217.See file dsdata.txt to determine how the superseded data were derived.
 MR0217
 MR0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM078301(NAD 83)
 MR0217_MARKER: DB = BENCH MARK DISK
 MR0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0217_SP_SET: ABUTMENT
 MR0217_STAMPING: A 169 1966
 MR0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0217
 MR0217  HISTORY     - Date     Condition        Report By
 MR0217  HISTORY     - 1966     MONUMENTED       CGS
 MR0217
 MR0217                          STATION DESCRIPTION
 MR0217
 MR0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0217'3.05 MI E FROM SAGE.
 MR0217'3.05 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM A GRAVELED ROAD
 MR0217'CROSSING AT SAGE, 8 POLES WEST OF MILEPOLE 60, 1 POLE EAST OF THE 1/4
 MR0217'MILEPOLE, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 MR0217'RAILROAD BRIDGE 60.23, 0.4 OF A FOOT SOUTH OF THE NORTH END OF THE
 MR0217'ABUTMENT, 6.1 FEET NORTH OF THE NORTH RAIL, ABOUT 1 1/2 FEET LOWER
 MR0217'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0219 ***********************************************************************
 MQ0219  DESIGNATION -  A 17
 MQ0219  PID         -  MQ0219
 MQ0219  STATE/COUNTY-  WY/SWEETWATER
 MQ0219  USGS QUAD   -  LINWOOD CANYON (1996)
 MQ0219
 MQ0219                         *CURRENT SURVEY CONTROL
 MQ0219  ___________________________________________________________________
 MQ0219* NAD 83(1986)-  41 00 12.     (N)    109 39 03.     (W)     SCALED    
 MQ0219* NAVD 88     -      1851.319  (meters)    6073.87   (feet)  ADJUSTED  
 MQ0219  ___________________________________________________________________
 MQ0219  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 MQ0219  DYNAMIC HT  -        1849.668 (meters)    6068.45  (feet)  COMP
 MQ0219  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 MQ0219
 MQ0219  VERT ORDER  -  FIRST     CLASS II
 MQ0219
 MQ0219.The horizontal coordinates were scaled from a topographic map and have
 MQ0219.an estimated accuracy of +/- 6 seconds.
 MQ0219
 MQ0219.The orthometric height was determined by differential leveling
 MQ0219.and adjusted by the National Geodetic Survey in June 1991..
 MQ0219
 MQ0219.The geoid height was determined by GEOID03.
 MQ0219
 MQ0219.The dynamic height is computed by dividing the NAVD 88
 MQ0219.geopotential number by the normal gravity value computed on the
 MQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0219.degrees latitude (g = 980.6199 gals.).
 MQ0219
 MQ0219.The modeled gravity was interpolated from observed gravity values.
 MQ0219
 MQ0219;                    North         East    Units  Estimated Accuracy
 MQ0219;SPC WYWC     -    56,280.      524,220.      MT  (+/- 180 meters Scaled)
 MQ0219
 MQ0219                          SUPERSEDED SURVEY CONTROL
 MQ0219
 MQ0219  NGVD 29 (??/??/92) 1850.056  (m)         6069.73   (f) ADJ UNCH    1 2
 MQ0219
 MQ0219.Superseded values are not recommended for survey control.
 MQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0219.See file dsdata.txt to determine how the superseded data were derived.
 MQ0219
 MQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL134400(NAD 83)
 MQ0219_MARKER: DB = BENCH MARK DISK
 MQ0219_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0219_SP_SET: OUTCROP
 MQ0219_STAMPING: A 17 6069.725 1933
 MQ0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0219+STABILITY: POSITION/ELEVATION WELL
 MQ0219
 MQ0219  HISTORY     - Date     Condition        Report By
 MQ0219  HISTORY     - 1933     MONUMENTED       CGS
 MQ0219  HISTORY     - 1962     GOOD             NGS
 MQ0219  HISTORY     - 1984     MARK NOT FOUND   NGS
 MQ0219
 MQ0219                          STATION DESCRIPTION
 MQ0219
 MQ0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 MQ0219'0.75 MI N FROM LINWOOD, UT.
 MQ0219'0.75 MILE NORTH ALONG UTAH STATE HIGHWAY 43 AND WYOMING STATE HIGHWAY
 MQ0219'530 FROM THE POST OFFICE AT LINWOOD, 0.1 MILE SOUTH OF A WOODEN
 MQ0219'BRIDGE, IN THE TOP OF THE NORTHWEST END OF A MASSIVE OUTCROP, 50 FEET
 MQ0219'EAST OF THE CENTER LINE OF THE HIGHWAY, 4.0 FEET NORTH OF A WITNESS
 MQ0219'POST, ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY, AND 0.5 FOOT ABOVE THE
 MQ0219'GROUND.
 MQ0219
 MQ0219                          STATION RECOVERY (1984)
 MQ0219
 MQ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0008 ***********************************************************************
 NR0008  DESIGNATION -  A 18
 NR0008  PID         -  NR0008
 NR0008  STATE/COUNTY-  WY/NATRONA
 NR0008  USGS QUAD   -  CASPER (1984)
 NR0008
 NR0008                         *CURRENT SURVEY CONTROL
 NR0008  ___________________________________________________________________
 NR0008* NAD 83(1986)-  42 51 18.     (N)    106 18 45.     (W)     SCALED    
 NR0008* NAVD 88     -      1559.732  (meters)    5117.22   (feet)  ADJUSTED  
 NR0008  ___________________________________________________________________
 NR0008  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NR0008  DYNAMIC HT  -        1558.764 (meters)    5114.04  (feet)  COMP
 NR0008  MODELED GRAV-     979,945.7   (mgal)                       NAVD 88
 NR0008
 NR0008  VERT ORDER  -  FIRST     CLASS II
 NR0008
 NR0008.The horizontal coordinates were scaled from a topographic map and have
 NR0008.an estimated accuracy of +/- 6 seconds.
 NR0008
 NR0008.The orthometric height was determined by differential leveling
 NR0008.and adjusted by the National Geodetic Survey in June 1991..
 NR0008
 NR0008.The geoid height was determined by GEOID03.
 NR0008
 NR0008.The dynamic height is computed by dividing the NAVD 88
 NR0008.geopotential number by the normal gravity value computed on the
 NR0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0008.degrees latitude (g = 980.6199 gals.).
 NR0008
 NR0008.The modeled gravity was interpolated from observed gravity values.
 NR0008
 NR0008;                    North         East    Units  Estimated Accuracy
 NR0008;SPC WYEC     -   362,050.      483,430.      MT  (+/- 180 meters Scaled)
 NR0008
 NR0008                          SUPERSEDED SURVEY CONTROL
 NR0008
 NR0008  NGVD 29 (06/08/92) 1558.861  (m)         5114.36   (f) ADJUSTED    1 2
 NR0008
 NR0008.Superseded values are not recommended for survey control.
 NR0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0008.See file dsdata.txt to determine how the superseded data were derived.
 NR0008
 NR0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH927455(NAD 83)
 NR0008_MARKER: DB = BENCH MARK DISK
 NR0008_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0008_SP_SET: BRIDGE ABUTMENT
 NR0008_STAMPING: A 18 1934
 NR0008_MARK LOGO: CGS   
 NR0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0008+STABILITY: POSITION/ELEVATION WELL
 NR0008
 NR0008  HISTORY     - Date     Condition        Report By
 NR0008  HISTORY     - 1934     MONUMENTED       CGS
 NR0008  HISTORY     - 1982     GOOD             NGS
 NR0008  HISTORY     - 1985     GOOD             NGS
 NR0008
 NR0008                          STATION DESCRIPTION
 NR0008
 NR0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0008'0.5 MI E FROM CASPER.
 NR0008'ABOUT 0.5 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NR0008'FROM THE STATION AT CASPER, NATRONA COUNTY, AT A HIGHWAY UNDERPASS, IN
 NR0008'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT, 30.5 FEET SOUTH OF THE
 NR0008'SOUTH RAIL OF THE MAIN TRACK, AND 27.3 FEET WEST OF THE CENTER LINE OF
 NR0008'THE UNDERPASS.  A STANDARD DISK, STAMPED A 18 1934.
 NR0008
 NR0008                          STATION RECOVERY (1982)
 NR0008
 NR0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0008'RECOVERED IN GOOD CONDITION, NEW DESCRIPION FOLLOWS.  IN CASPER, IN
 NR0008'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF NORTH MCKINLEY STREET
 NR0008'UNDERPASS OF THE BURLINGTON NORTHERN RAILROAD AND 2.4 METERS (7.9 FT)
 NR0008'SOUTH OF THE NEAR RAIL.
 NR0008'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 NR0008
 NR0008                          STATION RECOVERY (1985)
 NR0008
 NR0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NR0008'RECOVERED IN GOOD CONDITION.  EXCEPT THE HIGHWAY UNDERPASS DESCRIBED
 NR0008'IS MCKINLEY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0142 ***********************************************************************
 MQ0142  CBN         -  This is a Cooperative Base Network Control Station.
 MQ0142  DESIGNATION -  A 19
 MQ0142  PID         -  MQ0142
 MQ0142  STATE/COUNTY-  WY/SWEETWATER
 MQ0142  USGS QUAD   -  RELIANCE (1978)
 MQ0142
 MQ0142                         *CURRENT SURVEY CONTROL
 MQ0142  ___________________________________________________________________
 MQ0142* NAD 83(1993)-  41 37 48.60447(N)    109 14 42.99220(W)     ADJUSTED  
 MQ0142* NAVD 88     -      1928.804  (meters)    6328.08   (feet)  ADJUSTED  
 MQ0142  ___________________________________________________________________
 MQ0142  X           -  -1,574,170.484 (meters)                     COMP
 MQ0142  Y           -  -4,508,926.436 (meters)                     COMP
 MQ0142  Z           -   4,216,260.939 (meters)                     COMP
 MQ0142  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 MQ0142  ELLIP HEIGHT-        1914.53  (meters)          (09/07/01) GPS OBS
 MQ0142  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 MQ0142  DYNAMIC HT  -        1927.171 (meters)    6322.73  (feet)  COMP
 MQ0142  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 MQ0142
 MQ0142  HORZ ORDER  -  B
 MQ0142  VERT ORDER  -  FIRST     CLASS II
 MQ0142  ELLP ORDER  -  FOURTH    CLASS I
 MQ0142
 MQ0142.The horizontal coordinates were established by GPS observations
 MQ0142.and adjusted by the National Geodetic Survey in October 1994..
 MQ0142
 MQ0142.The orthometric height was determined by differential leveling
 MQ0142.and adjusted by the National Geodetic Survey in June 1991..
 MQ0142
 MQ0142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MQ0142
 MQ0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0142
 MQ0142.The ellipsoidal height was determined by GPS observations
 MQ0142.and is referenced to NAD 83.
 MQ0142
 MQ0142.The geoid height was determined by GEOID03.
 MQ0142
 MQ0142.The dynamic height is computed by dividing the NAVD 88
 MQ0142.geopotential number by the normal gravity value computed on the
 MQ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0142.degrees latitude (g = 980.6199 gals.).
 MQ0142
 MQ0142.The modeled gravity was interpolated from observed gravity values.
 MQ0142
 MQ0142;                    North         East     Units Scale Factor Converg.
 MQ0142;SPC WYWC     -   125,621.639   558,731.816   MT  0.99995845   -0 19 44.5
 MQ0142;UTM  12      - 4,610,202.631   646,163.245   MT  0.99986290   +1 09 57.3
 MQ0142
 MQ0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0142!SPC WYWC     -   0.99969980  x   0.99995845  =   0.99965826
 MQ0142!UTM  12      -   0.99969980  x   0.99986290  =   0.99956274
 MQ0142
 MQ0142                          SUPERSEDED SURVEY CONTROL
 MQ0142
 MQ0142  NAVD 88 (10/19/94) 1928.80   (m)         6328.1    (f) LEVELING    3  
 MQ0142  NGVD 29 (??/??/92) 1927.523  (m)         6323.88   (f) ADJ UNCH    1 2
 MQ0142
 MQ0142.Superseded values are not recommended for survey control.
 MQ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0142.See file dsdata.txt to determine how the superseded data were derived.
 MQ0142
 MQ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM4616310203(NAD 83)
 MQ0142_MARKER: DB = BENCH MARK DISK
 MQ0142_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0142_SP_SET: SANDSTONE ROCK
 MQ0142_STAMPING: A 19 1933
 MQ0142_MARK LOGO: CGS   
 MQ0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0142+STABILITY: POSITION/ELEVATION WELL
 MQ0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0142+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1993
 MQ0142
 MQ0142  HISTORY     - Date     Condition        Report By
 MQ0142  HISTORY     - 1933     MONUMENTED       CGS
 MQ0142  HISTORY     - 1956     GOOD             NGS
 MQ0142  HISTORY     - 19930723 GOOD             NGS
 MQ0142
 MQ0142                          STATION DESCRIPTION
 MQ0142
 MQ0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0142'3.45 MI N FROM ROCK SPRINGS.
 MQ0142'0.25 MILE NORTH ALONG STATE HIGHWAY 430 FROM THE NORTH END OF ITS
 MQ0142'OVERPASS OVER THE UNION PACIFIC RAILROAD AT ROCK SPRINGS, THENCE 2.2
 MQ0142'MILES NORTH ALONG U.S. HIGHWAY 187, THENCE 1.0 MILE NORTHWEST ALONG
 MQ0142'OLD U.S. HIGHWAY 187, 0.5 MILE NORTHWEST OF RAIDO STATION KVRS, 150
 MQ0142'FEET SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP
 MQ0142'OF A SANDSTONE ROCK, IN THE SOUTHEAST 1/4 OF SECTION 9, TOWNSHIP 19
 MQ0142'NORTH, RANGE 105 WEST.
 MQ0142
 MQ0142                          STATION RECOVERY (1993)
 MQ0142
 MQ0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MQ0142'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH OF ROCK SPRINGS, 1 KM
 MQ0142'(0.60 MI) WEST OF US HIGHWAY 191, IN A SMALL NORTH-SOUTH OUTCROP LINE
 MQ0142'IN A BARREN AREA, ABOUT 150 M (492.1 FT) WEST OF A PACIFIC POWER
 MQ0142'BUILDING AND PLANT, IN THE NORTHEAST 1/4 OF SECTION 15, T 19 N, R 105
 MQ0142'W.  OWNERSHIP--UNKNOWN. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 MQ0142'INTERSTATE HIGHWAY 80 AND US HIGHWAY 191 (EXIT 104) ON THE NORTH SIDE
 MQ0142'OF ROCK SPRINGS, GO NORTH ON HIGHWAY 191 FOR 1.50 KM (0.95 MI) TO A
 MQ0142'PAVED ROAD LEFT. BEAR LEFT, NORTHWEST, ON YELLOWSTONE ROAD (LEADING TO
 MQ0142'THE FAIRGROUNDS) FOR 1.32 KM (0.80 MI) TO A PAVED ROAD RIGHT AT THE
 MQ0142'POWER PLANT.  CONTINUE AHEAD FOR 0.13 KM (0.10 MI) TO THE STATION ON
 MQ0142'THE LEFT. STATION MARK IS SET IN A DRILL HOLE IN A RIDGE OUTCROP
 MQ0142'PROJECTING 1 M (3.3 FT) ABOVE GROUND.  DISK PROJECTS 1 CM BECAUSE THE
 MQ0142'CEMENT HAS ERODED FROM AROUND THE DISK.  IT IS 45.3 M (148.6 FT)
 MQ0142'SOUTHWEST OF, AND 1.5 M (4.9 FT) HIGHER THAN THE ROAD, 54.1 M (177.5
 MQ0142'FT) SOUTH OF POWERLINE POLE 153800, 2.6 M (8.5 FT) WEST-SOUTHWEST OF A
 MQ0142'FIBERGLASS WITNESS POST, AND 0.9 M (3.0 FT) WEST OF THE EAST EDGE OF
 MQ0142'THE OUTCROP. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0242 ***********************************************************************
 NQ0242  DESIGNATION -  A 2
 NQ0242  PID         -  NQ0242
 NQ0242  STATE/COUNTY-  WY/CONVERSE
 NQ0242  USGS QUAD   -  SHAWNEE (1961)
 NQ0242
 NQ0242                         *CURRENT SURVEY CONTROL
 NQ0242  ___________________________________________________________________
 NQ0242* NAD 83(1986)-  42 44 23.     (N)    105 01 43.     (W)     SCALED    
 NQ0242* NAVD 88     -      1532.145  (meters)    5026.71   (feet)  ADJUSTED  
 NQ0242  ___________________________________________________________________
 NQ0242  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NQ0242  DYNAMIC HT  -        1531.233 (meters)    5023.72  (feet)  COMP
 NQ0242  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 NQ0242
 NQ0242  VERT ORDER  -  FIRST     CLASS II
 NQ0242
 NQ0242.The horizontal coordinates were scaled from a topographic map and have
 NQ0242.an estimated accuracy of +/- 6 seconds.
 NQ0242
 NQ0242.The orthometric height was determined by differential leveling
 NQ0242.and adjusted by the National Geodetic Survey in June 1991..
 NQ0242
 NQ0242.The geoid height was determined by GEOID03.
 NQ0242
 NQ0242.The dynamic height is computed by dividing the NAVD 88
 NQ0242.geopotential number by the normal gravity value computed on the
 NQ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0242.degrees latitude (g = 980.6199 gals.).
 NQ0242
 NQ0242.The modeled gravity was interpolated from observed gravity values.
 NQ0242
 NQ0242;                    North         East    Units  Estimated Accuracy
 NQ0242;SPC WY E     -   248,750.      211,300.      MT  (+/- 180 meters Scaled)
 NQ0242
 NQ0242                          SUPERSEDED SURVEY CONTROL
 NQ0242
 NQ0242  NGVD 29 (??/??/92) 1531.351  (m)         5024.11   (f) ADJ UNCH    1 2
 NQ0242
 NQ0242.Superseded values are not recommended for survey control.
 NQ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0242.See file dsdata.txt to determine how the superseded data were derived.
 NQ0242
 NQ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH976319(NAD 83)
 NQ0242_MARKER: Z = SEE DESCRIPTION
 NQ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0242_SP_SET: STONE POST
 NQ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0242+STABILITY: SURFACE MOTION
 NQ0242
 NQ0242  HISTORY     - Date     Condition        Report By
 NQ0242  HISTORY     - UNK      MONUMENTED       CGS
 NQ0242  HISTORY     - 1954     GOOD             NGS
 NQ0242
 NQ0242                          STATION DESCRIPTION
 NQ0242
 NQ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0242'1 MI W FROM SHAWNEE.
 NQ0242'1.0 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0242'THE STATION AT SHAWNEE, 10 POLES EAST OF MILEPOST 522, 38 FEET
 NQ0242'SOUTH OF THE SOUTH RAIL, 88 FEET WEST OF THE CENTER LINE OF A
 NQ0242'PRIVATE ROAD, 27 FEET WEST OF A TELEPHONE POLE, 2 FEET EAST OF
 NQ0242'A WITNESS POST, IN THE TOP OF A STONE POST WHICH PROJECTS 0.4
 NQ0242'FOOT ABOVE THE GROUND, SURROUNDED BY THE LETTERS USBM.  IN THE
 NQ0242'SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 32 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0089 ***********************************************************************
 NS0089  DESIGNATION -  A 20
 NS0089  PID         -  NS0089
 NS0089  STATE/COUNTY-  WY/SWEETWATER
 NS0089  USGS QUAD   -  TULE BUTTE (1980)
 NS0089
 NS0089                         *CURRENT SURVEY CONTROL
 NS0089  ___________________________________________________________________
 NS0089* NAD 83(1986)-  42 12 50.     (N)    109 11 25.     (W)     SCALED    
 NS0089* NAVD 88     -      2098.396  (meters)    6884.49   (feet)  ADJUSTED  
 NS0089  ___________________________________________________________________
 NS0089  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 NS0089  DYNAMIC HT  -        2096.617 (meters)    6878.65  (feet)  COMP
 NS0089  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 NS0089
 NS0089  VERT ORDER  -  FIRST     CLASS II
 NS0089
 NS0089.The horizontal coordinates were scaled from a topographic map and have
 NS0089.an estimated accuracy of +/- 6 seconds.
 NS0089
 NS0089.The orthometric height was determined by differential leveling
 NS0089.and adjusted by the National Geodetic Survey in June 1991..
 NS0089
 NS0089.The geoid height was determined by GEOID03.
 NS0089
 NS0089.The dynamic height is computed by dividing the NAVD 88
 NS0089.geopotential number by the normal gravity value computed on the
 NS0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0089.degrees latitude (g = 980.6199 gals.).
 NS0089
 NS0089.The modeled gravity was interpolated from observed gravity values.
 NS0089
 NS0089;                    North         East    Units  Estimated Accuracy
 NS0089;SPC WYWC     -   190,430.      563,650.      MT  (+/- 180 meters Scaled)
 NS0089
 NS0089                          SUPERSEDED SURVEY CONTROL
 NS0089
 NS0089  NGVD 29 (??/??/92) 2097.102  (m)         6880.24   (f) ADJ UNCH    1 2
 NS0089
 NS0089.Superseded values are not recommended for survey control.
 NS0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0089.See file dsdata.txt to determine how the superseded data were derived.
 NS0089
 NS0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM493751(NAD 83)
 NS0089_MARKER: DB = BENCH MARK DISK
 NS0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0089_STAMPING: 6879.907 A 20 1933
 NS0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0089+STABILITY: SURFACE MOTION
 NS0089
 NS0089  HISTORY     - Date     Condition        Report By
 NS0089  HISTORY     - 1933     MONUMENTED       CGS
 NS0089
 NS0089                          STATION DESCRIPTION
 NS0089
 NS0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0089'18.5 MI NE FROM FARSON.
 NS0089'18.5 MILES NORTHEAST ALONG THE ROAD TO SOUTH PASS CITY FROM FARSON,
 NS0089'SWEETWATER COUNTY, 1.7 MILES NORTH OF A BRIDGE, 500 FEET NORTH OF A
 NS0089'KNOLL, AND 61 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD.  A
 NS0089'STANDARD DISK, STAMPED 6879.907 A 20 1933 AND SET IN THE TOP OF A
 NS0089'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0060 ***********************************************************************
 OW0060  DESIGNATION -  A 22
 OW0060  PID         -  OW0060
 OW0060  STATE/COUNTY-  WY/FREMONT
 OW0060  USGS QUAD   -  HIDDEN VALLEY (1980)
 OW0060
 OW0060                         *CURRENT SURVEY CONTROL
 OW0060  ___________________________________________________________________
 OW0060* NAD 83(1986)-  43 13 42.     (N)    108 11 59.     (W)     SCALED    
 OW0060* NAVD 88     -      1447.621  (meters)    4749.40   (feet)  ADJUSTED  
 OW0060  ___________________________________________________________________
 OW0060  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 OW0060  DYNAMIC HT  -        1446.700 (meters)    4746.38  (feet)  COMP
 OW0060  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 OW0060
 OW0060  VERT ORDER  -  FIRST     CLASS II
 OW0060
 OW0060.The horizontal coordinates were scaled from a topographic map and have
 OW0060.an estimated accuracy of +/- 6 seconds.
 OW0060
 OW0060.The orthometric height was determined by differential leveling
 OW0060.and adjusted by the National Geodetic Survey in June 1991..
 OW0060
 OW0060.The geoid height was determined by GEOID03.
 OW0060
 OW0060.The dynamic height is computed by dividing the NAVD 88
 OW0060.geopotential number by the normal gravity value computed on the
 OW0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0060.degrees latitude (g = 980.6199 gals.).
 OW0060
 OW0060.The modeled gravity was interpolated from observed gravity values.
 OW0060
 OW0060;                    North         East    Units  Estimated Accuracy
 OW0060;SPC WYWC     -   303,170.      644,700.      MT  (+/- 180 meters Scaled)
 OW0060
 OW0060                          SUPERSEDED SURVEY CONTROL
 OW0060
 OW0060  NGVD 29 (??/??/92) 1446.676  (m)         4746.30   (f) ADJ UNCH    1 2
 OW0060
 OW0060.Superseded values are not recommended for survey control.
 OW0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0060.See file dsdata.txt to determine how the superseded data were derived.
 OW0060
 OW0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN274899(NAD 83)
 OW0060_MARKER: DB = BENCH MARK DISK
 OW0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0060_STAMPING: 4745.738 A 22 1933
 OW0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0060+STABILITY: SURFACE MOTION
 OW0060
 OW0060  HISTORY     - Date     Condition        Report By
 OW0060  HISTORY     - 1933     MONUMENTED       CGS
 OW0060
 OW0060                          STATION DESCRIPTION
 OW0060
 OW0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0060'4.9 MI SW FROM SHOSHONI.
 OW0060'4.9 MILES SOUTHWEST ALONG STATE HIGHWAY 320 FROM SHOSHONI, FREMONT
 OW0060'COUNTY, 1.1 MILES SOUTH OF BIGHORN RIVER, ABOUT 1/3 MILE SOUTHWEST OF
 OW0060'A ROAD INTERSECTION, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OW0060'HIGHWAY, AND AT THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 OW0060'4745.738 A 22 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 OW0060'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0002 ***********************************************************************
 OW0002  DESIGNATION -  A 23
 OW0002  PID         -  OW0002
 OW0002  STATE/COUNTY-  WY/HOT SPRINGS
 OW0002  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0002
 OW0002                         *CURRENT SURVEY CONTROL
 OW0002  ___________________________________________________________________
 OW0002* NAD 83(1986)-  43 36 14.     (N)    108 11 50.     (W)     SCALED    
 OW0002* NAVD 88     -      1327.426  (meters)    4355.06   (feet)  ADJUSTED  
 OW0002  ___________________________________________________________________
 OW0002  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OW0002  DYNAMIC HT  -        1326.726 (meters)    4352.77  (feet)  COMP
 OW0002  MODELED GRAV-     980,046.3   (mgal)                       NAVD 88
 OW0002
 OW0002  VERT ORDER  -  FIRST     CLASS II
 OW0002
 OW0002.The horizontal coordinates were scaled from a topographic map and have
 OW0002.an estimated accuracy of +/- 6 seconds.
 OW0002
 OW0002.The orthometric height was determined by differential leveling
 OW0002.and adjusted by the National Geodetic Survey in June 1991..
 OW0002
 OW0002.The geoid height was determined by GEOID03.
 OW0002
 OW0002.The dynamic height is computed by dividing the NAVD 88
 OW0002.geopotential number by the normal gravity value computed on the
 OW0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0002.degrees latitude (g = 980.6199 gals.).
 OW0002
 OW0002.The modeled gravity was interpolated from observed gravity values.
 OW0002
 OW0002;                    North         East    Units  Estimated Accuracy
 OW0002;SPC WYWC     -   344,890.      644,630.      MT  (+/- 180 meters Scaled)
 OW0002
 OW0002                          SUPERSEDED SURVEY CONTROL
 OW0002
 OW0002  NGVD 29 (??/??/92) 1326.601  (m)         4352.36   (f) ADJ UNCH    1 2
 OW0002
 OW0002.Superseded values are not recommended for survey control.
 OW0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0002.See file dsdata.txt to determine how the superseded data were derived.
 OW0002
 OW0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP262316(NAD 83)
 OW0002_MARKER: DB = BENCH MARK DISK
 OW0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0002_SP_SET: CULVERT
 OW0002_STAMPING: 4351.779 A 23 1933
 OW0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0002
 OW0002  HISTORY     - Date     Condition        Report By
 OW0002  HISTORY     - 1933     MONUMENTED       CGS
 OW0002  HISTORY     - 1957     MARK NOT FOUND   USGS
 OW0002  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0002
 OW0002                          STATION DESCRIPTION
 OW0002
 OW0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0002'4.2 MI S FROM THERMOPOLIS.
 OW0002'4.2 MILES SOUTH ALONG U.S HIGHWAY 20 FROM THE POST OFFICE AT
 OW0002'THERMOPOLIS, HOT SPRINGS COUNTY, 65 FEET NORTHWEST OF A BRIDGE OVER
 OW0002'BIG RIVER, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT AN
 OW0002'ABANDONED CULVERT, AND IN THE TOP OF THE WEST CONCRETE HEADWALL.  A
 OW0002'STANDARD DISK, STAMPED 4351.779 A 23 1933.
 OW0002
 OW0002                          STATION RECOVERY (1957)
 OW0002
 OW0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OW0002'MARK NOT FOUND.
 OW0002
 OW0002                          STATION RECOVERY (1982)
 OW0002
 OW0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0334 ***********************************************************************
 PW0334  DESIGNATION -  A 24
 PW0334  PID         -  PW0334
 PW0334  STATE/COUNTY-  WY/WASHAKIE
 PW0334  USGS QUAD   -  RAIRDEN (1978)
 PW0334
 PW0334                         *CURRENT SURVEY CONTROL
 PW0334  ___________________________________________________________________
 PW0334* NAD 83(1986)-  44 08 44.     (N)    107 54 44.     (W)     SCALED    
 PW0334* NAVD 88     -      1212.651  (meters)    3978.51   (feet)  ADJUSTED  
 PW0334  ___________________________________________________________________
 PW0334  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 PW0334  DYNAMIC HT  -        1212.110 (meters)    3976.73  (feet)  COMP
 PW0334  MODELED GRAV-     980,131.0   (mgal)                       NAVD 88
 PW0334
 PW0334  VERT ORDER  -  FIRST     CLASS II
 PW0334
 PW0334.The horizontal coordinates were scaled from a topographic map and have
 PW0334.an estimated accuracy of +/- 6 seconds.
 PW0334
 PW0334.The orthometric height was determined by differential leveling
 PW0334.and adjusted by the National Geodetic Survey in June 1991..
 PW0334
 PW0334.The geoid height was determined by GEOID03.
 PW0334
 PW0334.The dynamic height is computed by dividing the NAVD 88
 PW0334.geopotential number by the normal gravity value computed on the
 PW0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0334.degrees latitude (g = 980.6199 gals.).
 PW0334
 PW0334.The modeled gravity was interpolated from observed gravity values.
 PW0334
 PW0334;                    North         East    Units  Estimated Accuracy
 PW0334;SPC WYEC     -   505,080.      353,690.      MT  (+/- 180 meters Scaled)
 PW0334
 PW0334                          SUPERSEDED SURVEY CONTROL
 PW0334
 PW0334  NGVD 29 (??/??/92) 1211.881  (m)         3975.98   (f) ADJ UNCH    1 2
 PW0334
 PW0334.Superseded values are not recommended for survey control.
 PW0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0334.See file dsdata.txt to determine how the superseded data were derived.
 PW0334
 PW0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ670921(NAD 83)
 PW0334_MARKER: DB = BENCH MARK DISK
 PW0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0334_SP_SET: SIPHON
 PW0334_STAMPING: 3975.438 A 24 1933
 PW0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0334
 PW0334  HISTORY     - Date     Condition        Report By
 PW0334  HISTORY     - 1933     MONUMENTED       CGS
 PW0334  HISTORY     - 1934     GOOD             NGS
 PW0334  HISTORY     - 1982     MARK NOT FOUND   NGS
 PW0334
 PW0334                          STATION DESCRIPTION
 PW0334
 PW0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PW0334'9.3 MI N FROM WORLAND.
 PW0334'9.3 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0334'WORLAND, WASHAKIE COUNTY, AT MILEAGE 377.7, AT A CONCRETE INVERTED
 PW0334'SIPHON, IN THE TOP OF THE NORTH END, AND EAST OF THE TRACK. A STANDARD
 PW0334'DISK, STAMPED 3975.438 A 24 1933.
 PW0334
 PW0334                          STATION RECOVERY (1934)
 PW0334
 PW0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PW0334'RECOVERED IN GOOD CONDITION.
 PW0334
 PW0334                          STATION RECOVERY (1982)
 PW0334
 PW0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PW0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0016 ***********************************************************************
 PX0016  DESIGNATION -  A 25
 PX0016  PID         -  PX0016
 PX0016  STATE/COUNTY-  WY/BIG HORN
 PX0016  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0016
 PX0016                         *CURRENT SURVEY CONTROL
 PX0016  ___________________________________________________________________
 PX0016* NAD 83(1986)-  44 42 06.     (N)    108 18 12.     (W)     SCALED    
 PX0016* NAVD 88     -      1395.541  (meters)    4578.54   (feet)  ADJUSTED  
 PX0016  ___________________________________________________________________
 PX0016  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0016  DYNAMIC HT  -        1394.943 (meters)    4576.58  (feet)  COMP
 PX0016  MODELED GRAV-     980,140.7   (mgal)                       NAVD 88
 PX0016  OBS GRAVITY -     980,140.2   (mgal)                       GRAV_OBS
 PX0016
 PX0016  VERT ORDER  -  FIRST     CLASS II
 PX0016
 PX0016.The horizontal coordinates were scaled from a topographic map and have
 PX0016.an estimated accuracy of +/- 6 seconds.
 PX0016
 PX0016.The orthometric height was determined by differential leveling
 PX0016.and adjusted by the National Geodetic Survey in June 1991..
 PX0016
 PX0016.The geoid height was determined by GEOID03.
 PX0016
 PX0016.The dynamic height is computed by dividing the NAVD 88
 PX0016.geopotential number by the normal gravity value computed on the
 PX0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0016.degrees latitude (g = 980.6199 gals.).
 PX0016
 PX0016.The modeled gravity was interpolated from observed gravity values.
 PX0016.The observed gravity was obtained from relative gravimeter ties
 PX0016.to the IGSN71 gravity network.
 PX0016
 PX0016;                    North         East    Units  Estimated Accuracy
 PX0016;SPC WYEC     -   567,170.      323,130.      MT  (+/- 180 meters Scaled)
 PX0016
 PX0016                          SUPERSEDED SURVEY CONTROL
 PX0016
 PX0016  NGVD 29 (06/08/92) 1394.672  (m)         4575.69   (f) ADJUSTED    1 2
 PX0016
 PX0016.Superseded values are not recommended for survey control.
 PX0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0016.See file dsdata.txt to determine how the superseded data were derived.
 PX0016
 PX0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ136533(NAD 83)
 PX0016_MARKER: DB = BENCH MARK DISK
 PX0016_SETTING: 66 = SET IN ROCK OUTCROP
 PX0016_SP_SET: ROCK OUTCROP
 PX0016_STAMPING: 4575.181 A 25 1933
 PX0016_MARK LOGO: CGS   
 PX0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0016+STABILITY: POSITION/ELEVATION WELL
 PX0016
 PX0016  HISTORY     - Date     Condition        Report By
 PX0016  HISTORY     - 1933     MONUMENTED       CGS
 PX0016  HISTORY     - 1944     GOOD             NGS
 PX0016  HISTORY     - 1982     GOOD             NGS
 PX0016  HISTORY     - 1982     GOOD             NGS
 PX0016  HISTORY     - 19820718 GOOD             NGS
 PX0016
 PX0016                          STATION DESCRIPTION
 PX0016
 PX0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0016'11.6 MI SE FROM LOVELL.
 PX0016'11.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 310 FROM LOVELL, BIG HORN
 PX0016'COUNTY, AT THE CROSSING OF A GULCH, 46 FEET EAST OF THE CENTER LINE OF
 PX0016'THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP MARKED BY A PYRAMID OF LOOSE
 PX0016'ROCKS, AND 3 FEET NORTH AND 18 FEET EAST OF THE PAINTED WHITE LETTERS
 PX0016'USBM.  A STANDARD DISK, STAMPED 4575.181 A 25 1933.
 PX0016
 PX0016                          STATION RECOVERY (1944)
 PX0016
 PX0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 PX0016'RECOVERED IN GOOD CONDITION.
 PX0016
 PX0016                          STATION RECOVERY (1982)
 PX0016
 PX0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0016'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  17.6 KM (10.95
 PX0016'MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0016'NEVADA STREET IN LOVELL, 1.2 KM (0.75 MI) SOUTH OF MILEPOST 226, 0.3
 PX0016'KM (0.2 MI) NORTH OF A GRAVELED CROSSROAD, 69.2 METERS (227.0 FT) EAST
 PX0016'OF THE CENTERLINE OF THE HIGHWAY, 39.0 METERS (128.0 FT) EAST OF A
 PX0016'FENCE AND 11.0 METERS (36.1 FT) EAST OF THE CENTER OF A GRAVELED ROAD.
 PX0016'THE MARK IS 4.6 M ABOVE THE GRAVELED ROAD.
 PX0016
 PX0016                          STATION RECOVERY (1982)
 PX0016
 PX0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0016'A WITNESS POST WAS ADDED AND A NEW DESCRIPTION FOLLOWS. TO REACH THE
 PX0016'BENCH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 310 AND WYOMING
 PX0016'HIGHWAY 14 AT THE EAST EDGE OF LOVELL, GO SOUTH ON HIGHWAY 310 FOR
 PX0016'17.7 KM (11.0 MI) TO A SIDE ROAD LEFT. TURN LEFT, EAST, THROUGH A
 PX0016'GATE AND OVER A CATTLE GUARD, THEN LEFT, NORTHERLY, ALONG THE DIRT
 PX0016'ROAD FOR 0.2 KM (0.15 MI) TO THE BENCH MARK ON THE RIGHT ABOVE THE
 PX0016'ROAD, IT IS 70.1 M (230 FT) NORTHEAST FROM THE CENTELINE OF U.S.
 PX0016'HIGHWAY 310, 39.6 M (130 FT) NORTHEAST FORM THE EASTERN RIGHT OF WAY
 PX0016'FENCE, AND 11.3 M (37 FT) NORTHEAST FROM THE CENTER OF A DIRT ROAD.
 PX0016'THE SANDSTONE AROUND THE MARK THAS ERODED SO THE MARK IS NO
 PX0016'PROJECTING ABOUT 1 CU (0.5 IN) BUT DISK IS SOUND.
 PX0016
 PX0016                          STATION RECOVERY (1982)
 PX0016
 PX0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0016'THE BENCH MARK SET IN 1933 WAS POSITIONED AT THIS TIME.  IT WAS
 PX0016'RECOVERED IN FAIR CONDITION.  THE BENCH MARK IS A STANDARD CGS DISK
 PX0016'STAMPED--4575.18.1 A 25 1933--, SET INTO A ROCK OUTCROP OF SANDSTONE.
 PX0016'THE BENCH MARK IS CEMENTED IN A DRILL HOLE AND PROJECTS ABOUT 1 CM AS
 PX0016'EROSION HAS OCCURRED AROUND THE MARK.  A LOW HILL ALMOST COMES BETWEEN
 PX0016'THE BM AND STATION MIDDLE AND A LITTLE BRUSH MAY HAVE TO BE CUT
 PX0016'BETWEEN THE STATION FOR A GOOD LINE OF SIGHT.  IT IS 70.1 M (230.0 FT)
 PX0016'NORTHEAST FROM THE CENTERLINE OF US HIGHWAY 310, 39.6 M (129.9 FT)
 PX0016'NORTHEAST FROM THE EASTERN RIGHT OF WAY FENCE, 11.3 M (37.1 FT)
 PX0016'NORTHEAST FROM THE CENTER OF A DIRT ROAD, AND 4.6 M (15.1 FT) WEST
 PX0016'SOUTHWEST FROM A METAL WITNESS POST WITH SIGN.  IT IS ABOUT 44 M
 PX0016'(144.4 FT) LOWER THAN STATION MIDDLE.  TO REACH THE STATION FROM THE
 PX0016'INTERSECTION OF US HIGHWAY 310 AND WYOMING HIGHWAY 14 AT THE EAST EDGE
 PX0016'OF LOVELL, GO SOUTH ON HIGHWAY 310 FOR 17.7 KM (11.00 MI) TO A SIDE
 PX0016'ROAD LEFT.  TURN LEFT, EAST, THROUGH A GATE AND OVER A CATTLE GUARD,
 PX0016'THEN LEFT, NORTHERLY, ALONG THE DIRT ROAD FOR 0.2 KM (0.10 MI) TO THE
 PX0016'BENCH MARK ON THE RIGHT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0055 ***********************************************************************
 OV0055  DESIGNATION -  A 26
 OV0055  PID         -  OV0055
 OV0055  STATE/COUNTY-  WY/NATRONA
 OV0055  USGS QUAD   -  POWDER RIVER (1968)
 OV0055
 OV0055                         *CURRENT SURVEY CONTROL
 OV0055  ___________________________________________________________________
 OV0055* NAD 83(1986)-  43 02 10.     (N)    106 59 10.     (W)     SCALED    
 OV0055* NAVD 88     -      1736.656  (meters)    5697.68   (feet)  ADJUSTED  
 OV0055  ___________________________________________________________________
 OV0055  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 OV0055  DYNAMIC HT  -        1735.510 (meters)    5693.92  (feet)  COMP
 OV0055  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 OV0055
 OV0055  VERT ORDER  -  FIRST     CLASS II
 OV0055
 OV0055.The horizontal coordinates were scaled from a topographic map and have
 OV0055.an estimated accuracy of +/- 6 seconds.
 OV0055
 OV0055.The orthometric height was determined by differential leveling
 OV0055.and adjusted by the National Geodetic Survey in June 1991..
 OV0055
 OV0055.The geoid height was determined by GEOID03.
 OV0055
 OV0055.The dynamic height is computed by dividing the NAVD 88
 OV0055.geopotential number by the normal gravity value computed on the
 OV0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0055.degrees latitude (g = 980.6199 gals.).
 OV0055
 OV0055.The modeled gravity was interpolated from observed gravity values.
 OV0055
 OV0055;                    North         East    Units  Estimated Accuracy
 OV0055;SPC WYEC     -   381,720.      428,290.      MT  (+/- 180 meters Scaled)
 OV0055
 OV0055                          SUPERSEDED SURVEY CONTROL
 OV0055
 OV0055  NGVD 29 (06/08/92) 1735.691  (m)         5694.51   (f) ADJUSTED    1 2
 OV0055
 OV0055.Superseded values are not recommended for survey control.
 OV0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0055.See file dsdata.txt to determine how the superseded data were derived.
 OV0055
 OV0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH382667(NAD 83)
 OV0055_MARKER: DB = BENCH MARK DISK
 OV0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0055_SP_SET: PILLAR
 OV0055_STAMPING: A 26 1934
 OV0055_MARK LOGO: CGS   
 OV0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0055
 OV0055  HISTORY     - Date     Condition        Report By
 OV0055  HISTORY     - 1934     MONUMENTED       CGS
 OV0055  HISTORY     - 1953     GOOD             NGS
 OV0055  HISTORY     - 1982     GOOD             NGS
 OV0055
 OV0055                          STATION DESCRIPTION
 OV0055
 OV0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0055'1.0 MI W FROM POWDER RIVER.
 OV0055'ABOUT 1.0 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0055'FROM THE STATION AT POWDER RIVER, NATRONA COUNTY ABOUT 2,540 FEET EAST
 OV0055'OF MILEPOST 243, AT THE LOX-NOTCHES HIGHWAY BRIDGE OVER THE TRACK, 9.5
 OV0055'FEET EAST OF THE LONGITUDINAL CENTER LINE OF THE BRIDGE, AT THE BENT
 OV0055'JUST NORTH OF THE TRACK, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 OV0055'CONCRETE BASE OF THE EAST PILLAR, 6.6 FEET NORTH OF THE NORTH RAIL,
 OV0055'AND ABOUT 1.0 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED A
 OV0055'26 1934.
 OV0055
 OV0055                          STATION RECOVERY (1953)
 OV0055
 OV0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 OV0055'RECOVERED IN GOOD CONDITION.
 OV0055
 OV0055                          STATION RECOVERY (1982)
 OV0055
 OV0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OV0055'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN POWDER
 OV0055'RIVER, AT THE INTERSECTION OF COUNTY ROAD 106 AND THE BURLINGTON
 OV0055'NORTHERN RAILROAD, IN THE CORNER OF THE CONCRETE BASE OF THE EAST PIER
 OV0055'OF THE ROAD OVERPASS OF THE RAILROAD, 2.3 METERS (7.5 FT) SOUTHEAST OF
 OV0055'THE CENTER OF THE BRIDGE AND 2.0 METERS (6.6 FT) NORTHEAST OF THE NEAR
 OV0055'RAIL.
 OV0055'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0132 ***********************************************************************
 PX0132  DESIGNATION -  A 26
 PX0132  PID         -  PX0132
 PX0132  STATE/COUNTY-  WY/PARK
 PX0132  USGS QUAD   -  GARLAND (1966)
 PX0132
 PX0132                         *CURRENT SURVEY CONTROL
 PX0132  ___________________________________________________________________
 PX0132* NAD 83(1986)-  44 45 44.     (N)    108 43 09.     (W)     SCALED    
 PX0132* NAVD 88     -      1324.679  (meters)    4346.05   (feet)  ADJUSTED  
 PX0132  ___________________________________________________________________
 PX0132  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 PX0132  DYNAMIC HT  -        1324.095 (meters)    4344.14  (feet)  COMP
 PX0132  MODELED GRAV-     980,131.4   (mgal)                       NAVD 88
 PX0132
 PX0132  VERT ORDER  -  SECOND    CLASS 0
 PX0132
 PX0132.The horizontal coordinates were scaled from a topographic map and have
 PX0132.an estimated accuracy of +/- 6 seconds.
 PX0132
 PX0132.The orthometric height was determined by differential leveling
 PX0132.and adjusted by the National Geodetic Survey in June 1991..
 PX0132
 PX0132.The geoid height was determined by GEOID03.
 PX0132
 PX0132.The dynamic height is computed by dividing the NAVD 88
 PX0132.geopotential number by the normal gravity value computed on the
 PX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0132.degrees latitude (g = 980.6199 gals.).
 PX0132
 PX0132.The modeled gravity was interpolated from observed gravity values.
 PX0132
 PX0132;                    North         East    Units  Estimated Accuracy
 PX0132;SPC WYWC     -   473,440.      602,440.      MT  (+/- 180 meters Scaled)
 PX0132
 PX0132                          SUPERSEDED SURVEY CONTROL
 PX0132
 PX0132  NGVD 29 (??/??/92) 1323.692  (m)         4342.81   (f) ADJ UNCH    2 0
 PX0132
 PX0132.Superseded values are not recommended for survey control.
 PX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0132.See file dsdata.txt to determine how the superseded data were derived.
 PX0132
 PX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ805590(NAD 83)
 PX0132_MARKER: DB = BENCH MARK DISK
 PX0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0132_SP_SET: SPILLWAY
 PX0132_STAMPING: 4342.485 A 26 1933
 PX0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0132
 PX0132  HISTORY     - Date     Condition        Report By
 PX0132  HISTORY     - 1933     MONUMENTED       CGS
 PX0132
 PX0132                          STATION DESCRIPTION
 PX0132
 PX0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0132'3.3 MI SW FROM GARLAND.
 PX0132'ABOUT 3.3 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0132'RAILROAD FROM GARLAND, PARK COUNTY, AT MILEAGE 17.92, ABOUT 110 FEET
 PX0132'NORTH OF THE TRACK, AT AN IRRIGATION SPILLWAY, AND IN THE TOP OF THE
 PX0132'SOUTHEAST CORNER.  A STANDARD DISK, STAMPED 4342.485 A 26 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0150 ***********************************************************************
 OV0150  DESIGNATION -  A 27
 OV0150  PID         -  OV0150
 OV0150  STATE/COUNTY-  WY/FREMONT
 OV0150  USGS QUAD   -  LYSITE (1952)
 OV0150
 OV0150                         *CURRENT SURVEY CONTROL
 OV0150  ___________________________________________________________________
 OV0150* NAD 83(1986)-  43 17 25.     (N)    107 43 46.     (W)     SCALED    
 OV0150* NAVD 88     -      1596.024  (meters)    5236.29   (feet)  ADJUSTED  
 OV0150  ___________________________________________________________________
 OV0150  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 OV0150  DYNAMIC HT  -        1594.992 (meters)    5232.90  (feet)  COMP
 OV0150  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 OV0150
 OV0150  VERT ORDER  -  FIRST     CLASS II
 OV0150
 OV0150.The horizontal coordinates were scaled from a topographic map and have
 OV0150.an estimated accuracy of +/- 6 seconds.
 OV0150
 OV0150.The orthometric height was determined by differential leveling
 OV0150.and adjusted by the National Geodetic Survey in June 1991..
 OV0150
 OV0150.The geoid height was determined by GEOID03.
 OV0150
 OV0150.The dynamic height is computed by dividing the NAVD 88
 OV0150.geopotential number by the normal gravity value computed on the
 OV0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0150.degrees latitude (g = 980.6199 gals.).
 OV0150
 OV0150.The modeled gravity was interpolated from observed gravity values.
 OV0150
 OV0150;                    North         East    Units  Estimated Accuracy
 OV0150;SPC WYWC     -   310,410.      682,820.      MT  (+/- 180 meters Scaled)
 OV0150
 OV0150                          SUPERSEDED SURVEY CONTROL
 OV0150
 OV0150  NGVD 29 (??/??/92) 1595.013  (m)         5232.97   (f) ADJ UNCH    1 2
 OV0150
 OV0150.Superseded values are not recommended for survey control.
 OV0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0150.See file dsdata.txt to determine how the superseded data were derived.
 OV0150
 OV0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH785966(NAD 83)
 OV0150_MARKER: DB = BENCH MARK DISK
 OV0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0150_STAMPING: A 27 1934
 OV0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0150+STABILITY: SURFACE MOTION
 OV0150
 OV0150  HISTORY     - Date     Condition        Report By
 OV0150  HISTORY     - 1934     MONUMENTED       CGS
 OV0150  HISTORY     - 1966     GOOD             NGS
 OV0150
 OV0150                          STATION DESCRIPTION
 OV0150
 OV0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0150'2.6 MI NW FROM LYSITE.
 OV0150'2.6 MILES NORTHWEST ALONG CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OV0150'THE STATION AT LYSITE, 4 1/2 RAILS WEST OF THE WEST END OF BRIDGE
 OV0150'286.01, 95.4 FEET NORTH OF THE NORTH RAIL, 75.3 FEET WEST OF THE
 OV0150'SOUTHWEST CORNER OF A SMALL WHITE BUILDING, 78 FEET NORTHEAST OF A
 OV0150'TELEPHONE POLE, 33 FEET SOUTH OF THE CENTER LINE OF A COUNTY ROAD, 2.9
 OV0150'FEET SOUTH OF A FENCE, 1.9 FEET EAST OF A WITNESS POST, ABOUT LEVEL
 OV0150'WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 OV0150'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0199 ***********************************************************************
 NR0199  DESIGNATION -  A 28
 NR0199  PID         -  NR0199
 NR0199  STATE/COUNTY-  WY/CARBON
 NR0199  USGS QUAD   -  JEFFREY CITY (1984)
 NR0199
 NR0199                         *CURRENT SURVEY CONTROL
 NR0199  ___________________________________________________________________
 NR0199* NAD 83(1993)-  42 28 38.62240(N)    107 47 50.58739(W)     ADJUSTED  
 NR0199* NAVD 88     -      1931.438  (meters)    6336.73   (feet)  ADJUSTED  
 NR0199  ___________________________________________________________________
 NR0199  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 NR0199  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NR0199  DYNAMIC HT  -        1930.020 (meters)    6332.07  (feet)  COMP
 NR0199  MODELED GRAV-     979,817.8   (mgal)                       NAVD 88
 NR0199
 NR0199  HORZ ORDER  -  THIRD
 NR0199  VERT ORDER  -  SECOND    CLASS 0
 NR0199
 NR0199.The horizontal coordinates were established by classical geodetic methods
 NR0199.and adjusted by the National Geodetic Survey in January 1997..
 NR0199
 NR0199.The orthometric height was determined by differential leveling
 NR0199.and adjusted by the National Geodetic Survey in June 1991..
 NR0199
 NR0199.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0199
 NR0199.The geoid height was determined by GEOID03.
 NR0199
 NR0199.The dynamic height is computed by dividing the NAVD 88
 NR0199.geopotential number by the normal gravity value computed on the
 NR0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0199.degrees latitude (g = 980.6199 gals.).
 NR0199
 NR0199.The modeled gravity was interpolated from observed gravity values.
 NR0199
 NR0199;                    North         East     Units Scale Factor Converg.
 NR0199;SPC WYEC     -   319,706.805   361,843.990   MT  0.99995541   -0 18 48.2
 NR0199;UTM  13      - 4,706,575.297   270,058.703   MT  1.00025057   -1 53 23.6
 NR0199
 NR0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0199!SPC WYEC     -   0.99969919  x   0.99995541  =   0.99965461
 NR0199!UTM  13      -   0.99969919  x   1.00025057  =   0.99994968
 NR0199
 NR0199:                Primary Azimuth Mark                     Grid Az
 NR0199:SPC WYEC     -  PEP                                      024 31 40.8
 NR0199:UTM  13      -  PEP                                      026 06 16.2
 NR0199
 NR0199|---------------------------------------------------------------------|
 NR0199| PID    Reference Object                     Distance      Geod. Az  |
 NR0199|                                                           dddmmss.s |
 NR0199| NR0493 PEP                                 APPROX. 3.7 KM 0241252.6 |
 NR0199|---------------------------------------------------------------------|
 NR0199
 NR0199                          SUPERSEDED SURVEY CONTROL
 NR0199
 NR0199  NAD 83(1986)-  42 28 38.60926(N)    107 47 50.58577(W) AD(       ) 3
 NR0199  NAD 27      -  42 28 38.76698(N)    107 47 48.30651(W) AD(       ) 3
 NR0199  NGVD 29 (??/??/92) 1930.376  (m)         6333.24   (f) ADJ UNCH    2 0
 NR0199
 NR0199.Superseded values are not recommended for survey control.
 NR0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0199.See file dsdata.txt to determine how the superseded data were derived.
 NR0199
 NR0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7005906575(NAD 83)
 NR0199_MARKER: DB = BENCH MARK DISK
 NR0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0199_STAMPING: A 28 1934
 NR0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0199+STABILITY: SURFACE MOTION
 NR0199
 NR0199  HISTORY     - Date     Condition        Report By
 NR0199  HISTORY     - 1934     MONUMENTED       CGS
 NR0199  HISTORY     - 1948     GOOD             USGS
 NR0199
 NR0199                          STATION DESCRIPTION
 NR0199
 NR0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0199'21.9 MI W FROM THREE FORKS.
 NR0199'IN FREMONT COUNTY, ABOUT 21.9 MILES WEST ALONG U.S. HIGHWAY 287 FROM
 NR0199'THREE FORKS, CARBON COUNTY, ABOUT 8.2 MILES SOUTHEAST OF TWO BRIDGES,
 NR0199'FREMONT COUNTY, AT THE ENTRANCE TO A RANCH HOUSE, 42.5 FEET NORTHEAST
 NR0199'OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET SOUTH OF A GATEPOST, AND
 NR0199'2.6 FEET SOUTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED A 28 1934
 NR0199'AND SET IN THE TOP OF A CONCRETE POST.
 NR0199
 NR0199                          STATION RECOVERY (1948)
 NR0199
 NR0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NR0199'STATION LOCATED IN NE. COR. SEC. 23, T 29 N, R 92 W.
 NR0199'
 NR0199'TO REACH STATION FROM SWEETWATER CROSSING, WYOMING, GO ABOUT 17.8 MI.
 NR0199'E. ON U.S. HIGHWAY 287 TO HOME-ON-THE-RANGE SERVICE STATION, CONTINUE
 NR0199'0.3 MI. TO DIRT RD. CROSSING HIGHWAY, TURN RIGHT (S.) 0.5 MI. TO RD.
 NR0199'CROSSING, TURN LEFT (E.) 1.1 MI. TO STATION ON N. SIDE OF RD.
 NR0199'
 NR0199'STATION MARK--STANDARD USC AND GS BENCH MARK DISK, STAMPED ---A 28
 NR0199'1934---.
 NR0199'
 NR0199'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0023 ***********************************************************************
 NS0023  DESIGNATION -  A 29
 NS0023  PID         -  NS0023
 NS0023  STATE/COUNTY-  WY/FREMONT
 NS0023  USGS QUAD   -  YELLOWSTONE RANCH (1978)
 NS0023
 NS0023                         *CURRENT SURVEY CONTROL
 NS0023  ___________________________________________________________________
 NS0023* NAD 83(1986)-  42 38 29.     (N)    108 20 32.     (W)     SCALED    
 NS0023* NAVD 88     -      1725.329  (meters)    5660.52   (feet)  ADJUSTED  
 NS0023  ___________________________________________________________________
 NS0023  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NS0023  DYNAMIC HT  -        1724.150 (meters)    5656.65  (feet)  COMP
 NS0023  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 NS0023
 NS0023  VERT ORDER  -  SECOND    CLASS 0
 NS0023
 NS0023.The horizontal coordinates were scaled from a topographic map and have
 NS0023.an estimated accuracy of +/- 6 seconds.
 NS0023
 NS0023.The orthometric height was determined by differential leveling
 NS0023.and adjusted by the National Geodetic Survey in June 1991..
 NS0023
 NS0023.The geoid height was determined by GEOID03.
 NS0023
 NS0023.The dynamic height is computed by dividing the NAVD 88
 NS0023.geopotential number by the normal gravity value computed on the
 NS0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0023.degrees latitude (g = 980.6199 gals.).
 NS0023
 NS0023.The modeled gravity was interpolated from observed gravity values.
 NS0023
 NS0023;                    North         East    Units  Estimated Accuracy
 NS0023;SPC WYWC     -   237,900.      633,440.      MT  (+/- 180 meters Scaled)
 NS0023
 NS0023                          SUPERSEDED SURVEY CONTROL
 NS0023
 NS0023  NGVD 29 (??/??/92) 1724.298  (m)         5657.13   (f) ADJ UNCH    2 0
 NS0023
 NS0023.Superseded values are not recommended for survey control.
 NS0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0023.See file dsdata.txt to determine how the superseded data were derived.
 NS0023
 NS0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN178244(NAD 83)
 NS0023_MARKER: DB = BENCH MARK DISK
 NS0023_SETTING: 66 = SET IN ROCK OUTCROP
 NS0023_SP_SET: ROCK BLUFF
 NS0023_STAMPING: A 29 1934
 NS0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0023+STABILITY: POSITION/ELEVATION WELL
 NS0023
 NS0023  HISTORY     - Date     Condition        Report By
 NS0023  HISTORY     - 1934     MONUMENTED       CGS
 NS0023
 NS0023                          STATION DESCRIPTION
 NS0023
 NS0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0023'26.5 MI SE FROM LANDER.
 NS0023'26.5 MILES SOUTHEAST OF LANDER, FREMONT COUNTY, ALONG HIGHWAY 287, IN
 NS0023'THE SW 1/4 SECTION 20, T 31 N, R 96 W, APPROXIMATELY 0.5 MILES
 NS0023'SOUTHEAST OF HIGHWAY BRIDGE OVER BEAVER CREEK, 300 FEET SOUTHEAST OF
 NS0023'ROAD FORK LEADING NORTH, 52 FEET NORTHEAST OF THE CENTERLINE OF THE
 NS0023'HIGHWAY, AND IN THE BASE OF A ROCK BLUFF.  A STANDARD DISK, STAMPED A
 NS0023'29 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0272 ***********************************************************************
 MP0272  DESIGNATION -  A 30
 MP0272  PID         -  MP0272
 MP0272  STATE/COUNTY-  WY/CARBON
 MP0272  USGS QUAD   -  RAWLINS (1981)
 MP0272
 MP0272                         *CURRENT SURVEY CONTROL
 MP0272  ___________________________________________________________________
 MP0272* NAD 83(1986)-  41 47 43.     (N)    107 14 25.     (W)     SCALED    
 MP0272* NAVD 88     -      2077.939  (meters)    6817.37   (feet)  ADJUSTED  
 MP0272  ___________________________________________________________________
 MP0272  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 MP0272  DYNAMIC HT  -        2076.182 (meters)    6811.61  (feet)  COMP
 MP0272  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 MP0272
 MP0272  VERT ORDER  -  FIRST     CLASS II
 MP0272
 MP0272.The horizontal coordinates were scaled from a topographic map and have
 MP0272.an estimated accuracy of +/- 6 seconds.
 MP0272
 MP0272.The orthometric height was determined by differential leveling
 MP0272.and adjusted by the National Geodetic Survey in June 1991..
 MP0272
 MP0272.The geoid height was determined by GEOID03.
 MP0272
 MP0272.The dynamic height is computed by dividing the NAVD 88
 MP0272.geopotential number by the normal gravity value computed on the
 MP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0272.degrees latitude (g = 980.6199 gals.).
 MP0272
 MP0272.The modeled gravity was interpolated from observed gravity values.
 MP0272
 MP0272;                    North         East    Units  Estimated Accuracy
 MP0272;SPC WYEC     -   243,850.      407,730.      MT  (+/- 180 meters Scaled)
 MP0272
 MP0272                          SUPERSEDED SURVEY CONTROL
 MP0272
 MP0272  NGVD 29 (06/08/92) 2076.797  (m)         6813.62   (f) ADJUSTED    1 2
 MP0272
 MP0272.Superseded values are not recommended for survey control.
 MP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0272.See file dsdata.txt to determine how the superseded data were derived.
 MP0272
 MP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG138294(NAD 83)
 MP0272_MARKER: DB = BENCH MARK DISK
 MP0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0272_STAMPING: A 30 1933
 MP0272_MARK LOGO: CGS   
 MP0272_PROJECTION: FLUSH
 MP0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0272+STABILITY: SURFACE MOTION
 MP0272
 MP0272  HISTORY     - Date     Condition        Report By
 MP0272  HISTORY     - 1933     MONUMENTED       CGS
 MP0272  HISTORY     - 1947     GOOD             NGS
 MP0272  HISTORY     - 1983     GOOD             NGS
 MP0272
 MP0272                          STATION DESCRIPTION
 MP0272
 MP0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0272'0.7 MI NE FROM RAWLINS.
 MP0272'0.2 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT RAWLINS,
 MP0272'THENCE 0.5 MILE NORTH ALONG U.S. HIGHWAY 287, AT THE SOUTHWEST CORNER
 MP0272'OF A CEMETERY, 27.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3.4
 MP0272'FEET NORTHEAST OF THE MOST SOUTHERLY TREE IN A ROW OF COTTONWOOD TREES
 MP0272'ALONG THE WEST SIDE OF THE CEMETERY, 1.9 FEET WEST OF THE WEST FENCE
 MP0272'OF THE CEMETERY, 1.8 FEET NORTH OF A BRICK CORNER POST AT THE
 MP0272'SOUTHWEST CORNER OF THE CEMETERY, SET IN THE TOP OF A CONCRETE POST
 MP0272'AND FLUSH WITH THE SURFACE OF THE GROUND.
 MP0272
 MP0272                          STATION RECOVERY (1983)
 MP0272
 MP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0272'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.5 KM (0.3
 MP0272'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 MP0272'HIGHWAY 30 IN RAWLINS, AT THE SOUTHWEST CORNER OF THE RAWLINS
 MP0272'CEMETERY, 8.5 METERS (27.9 FT) EAST OF THE CENTERLINE OF THE NORTH
 MP0272'BOUND LANES OF THE HIGHWAY, 0.6 METERS (2.0 FT) WEST OF A FENCE AND
 MP0272'0.6 METER (2.0 FT) NORTH OF A BRICK FENCE CORNER.
 MP0272'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0180 ***********************************************************************
 NR0180  DESIGNATION -  A 31
 NR0180  PID         -  NR0180
 NR0180  STATE/COUNTY-  WY/CARBON
 NR0180  USGS QUAD   -  BUCKLIN RESERVOIRS (1981)
 NR0180
 NR0180                         *CURRENT SURVEY CONTROL
 NR0180  ___________________________________________________________________
 NR0180* NAD 83(1986)-  42 22 47.     (N)    107 24 53.     (W)     SCALED    
 NR0180* NAVD 88     -      1884.916  (meters)    6184.10   (feet)  ADJUSTED  
 NR0180  ___________________________________________________________________
 NR0180  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 NR0180  DYNAMIC HT  -        1883.499 (meters)    6179.45  (feet)  COMP
 NR0180  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 NR0180
 NR0180  VERT ORDER  -  FIRST     CLASS II
 NR0180
 NR0180.The horizontal coordinates were scaled from a topographic map and have
 NR0180.an estimated accuracy of +/- 6 seconds.
 NR0180
 NR0180.The orthometric height was determined by differential leveling
 NR0180.and adjusted by the National Geodetic Survey in June 1991..
 NR0180
 NR0180.The geoid height was determined by GEOID03.
 NR0180
 NR0180.The dynamic height is computed by dividing the NAVD 88
 NR0180.geopotential number by the normal gravity value computed on the
 NR0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0180.degrees latitude (g = 980.6199 gals.).
 NR0180
 NR0180.The modeled gravity was interpolated from observed gravity values.
 NR0180
 NR0180;                    North         East    Units  Estimated Accuracy
 NR0180;SPC WYEC     -   308,760.      393,300.      MT  (+/- 180 meters Scaled)
 NR0180
 NR0180                          SUPERSEDED SURVEY CONTROL
 NR0180
 NR0180  NGVD 29 (??/??/92) 1883.857  (m)         6180.62   (f) ADJ UNCH    1 2
 NR0180
 NR0180.Superseded values are not recommended for survey control.
 NR0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0180.See file dsdata.txt to determine how the superseded data were derived.
 NR0180
 NR0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG012947(NAD 83)
 NR0180_MARKER: DB = BENCH MARK DISK
 NR0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0180_STAMPING: A 31 1933
 NR0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0180+STABILITY: SURFACE MOTION
 NR0180
 NR0180  HISTORY     - Date     Condition        Report By
 NR0180  HISTORY     - 1933     MONUMENTED       CGS
 NR0180  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0180
 NR0180                          STATION DESCRIPTION
 NR0180
 NR0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0180'2.0 MI NE FROM THREE FORKS.
 NR0180'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM THREE FORKS, CARBON
 NR0180'COUNTY, 495 FEET EAST OF THE CORNER OF A WIRE FENCE, AND 43 FEET WEST
 NR0180'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 31 1933
 NR0180'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NR0180'GROUND.
 NR0180
 NR0180                          STATION RECOVERY (1982)
 NR0180
 NR0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0319 ***********************************************************************
 NR0319  DESIGNATION -  A 31 RESET
 NR0319  PID         -  NR0319
 NR0319  STATE/COUNTY-  WY/CARBON
 NR0319  USGS QUAD   -  BUCKLIN RESERVOIRS (1981)
 NR0319
 NR0319                         *CURRENT SURVEY CONTROL
 NR0319  ___________________________________________________________________
 NR0319* NAD 83(1986)-  42 22 47.     (N)    107 24 53.     (W)     SCALED    
 NR0319* NAVD 88     -      1884.75   (+/-2cm)    6183.6    (feet)  VERTCON   
 NR0319  ___________________________________________________________________
 NR0319  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 NR0319
 NR0319  VERT ORDER  -  THIRD (See Below)
 NR0319
 NR0319.The horizontal coordinates were scaled from a topographic map and have
 NR0319.an estimated accuracy of +/- 6 seconds.
 NR0319
 NR0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0319.The vertical order pertains to the NGVD 29 superseded value.
 NR0319
 NR0319.The geoid height was determined by GEOID03.
 NR0319
 NR0319;                    North         East    Units  Estimated Accuracy
 NR0319;SPC WYEC     -   308,760.      393,300.      MT  (+/- 180 meters Scaled)
 NR0319
 NR0319                          SUPERSEDED SURVEY CONTROL
 NR0319
 NR0319  NGVD 29 (03/28/06) 1883.69   (m)         6180.1    (f) RESET       3  
 NR0319
 NR0319.Superseded values are not recommended for survey control.
 NR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0319.See file dsdata.txt to determine how the superseded data were derived.
 NR0319
 NR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG012947(NAD 83)
 NR0319_MARKER: DV = VERTICAL CONTROL DISK
 NR0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0319_STAMPING: A 31 RESET 1976
 NR0319_MARK LOGO: NGS   
 NR0319_MAGNETIC: N = NO MAGNETIC MATERIAL
 NR0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0319+STABILITY: SURFACE MOTION
 NR0319
 NR0319  HISTORY     - Date     Condition        Report By
 NR0319  HISTORY     - 1976     MONUMENTED       NGS
 NR0319  HISTORY     - 19820504 GOOD             NGS
 NR0319
 NR0319                          STATION DESCRIPTION
 NR0319
 NR0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NR0319'LOCATED 2.0 MILES (3.2 KM) NORTHEAST ALONG U.S.  HIGHWAY 220 FROM THE
 NR0319'JUNCTION OF U.S. HIGHWAYS 220 AND 287 IN MUDDY CREEK GAP WHICH WAS
 NR0319'FORMERLY KNOWN AS THREE FORKS.  STATION IS 101 1/2 FEET NORTHWEST OF
 NR0319'THE APPROXIMATE CENTER OF HIGHWAY 220, 2 FEET (0.6 M) NORTHWEST OF A
 NR0319'FENCELINE, 1.5 FEET (0.5 M) NORTHEAST OF A METAL WITNESS POST, AND
 NR0319'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0018 ***********************************************************************
 NQ0018  CBN         -  This is a Cooperative Base Network Control Station.
 NQ0018  DESIGNATION -  A 311
 NQ0018  PID         -  NQ0018
 NQ0018  STATE/COUNTY-  WY/NIOBRARA
 NQ0018  USGS QUAD   -  NODE (1978)
 NQ0018
 NQ0018                         *CURRENT SURVEY CONTROL
 NQ0018  ___________________________________________________________________
 NQ0018* NAD 83(1993)-  42 42 29.87033(N)    104 15 45.72166(W)     ADJUSTED  
 NQ0018* NAVD 88     -      1500.609  (meters)    4923.25   (feet)  ADJUSTED  
 NQ0018  ___________________________________________________________________
 NQ0018  X           -  -1,156,719.298 (meters)                     COMP
 NQ0018  Y           -  -4,550,365.133 (meters)                     COMP
 NQ0018  Z           -   4,304,753.632 (meters)                     COMP
 NQ0018  LAPLACE CORR-          -6.98  (seconds)                    DEFLEC99
 NQ0018  ELLIP HEIGHT-        1485.71  (meters)          (09/07/01) GPS OBS
 NQ0018  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 NQ0018  DYNAMIC HT  -        1499.751 (meters)    4920.43  (feet)  COMP
 NQ0018  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 NQ0018
 NQ0018  HORZ ORDER  -  B
 NQ0018  VERT ORDER  -  FIRST     CLASS II
 NQ0018  ELLP ORDER  -  FOURTH    CLASS I
 NQ0018
 NQ0018.The horizontal coordinates were established by GPS observations
 NQ0018.and adjusted by the National Geodetic Survey in October 1994..
 NQ0018
 NQ0018.The orthometric height was determined by differential leveling
 NQ0018.and adjusted by the National Geodetic Survey in June 1991..
 NQ0018
 NQ0018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NQ0018
 NQ0018.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0018
 NQ0018.The ellipsoidal height was determined by GPS observations
 NQ0018.and is referenced to NAD 83.
 NQ0018
 NQ0018.The geoid height was determined by GEOID03.
 NQ0018
 NQ0018.The dynamic height is computed by dividing the NAVD 88
 NQ0018.geopotential number by the normal gravity value computed on the
 NQ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0018.degrees latitude (g = 980.6199 gals.).
 NQ0018
 NQ0018.The modeled gravity was interpolated from observed gravity values.
 NQ0018
 NQ0018;                    North         East     Units Scale Factor Converg.
 NQ0018;SPC WY E     -   245,646.829   274,053.629   MT  1.00000494   +0 36 47.4
 NQ0018;UTM  13      - 4,728,686.046   560,379.709   MT  0.99964485   +0 30 00.4
 NQ0018
 NQ0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0018!SPC WY E     -   0.99976705  x   1.00000494  =   0.99977199
 NQ0018!UTM  13      -   0.99976705  x   0.99964485  =   0.99941198
 NQ0018
 NQ0018                          SUPERSEDED SURVEY CONTROL
 NQ0018
 NQ0018  ELLIP H (10/19/94) 1485.75   (m)                       GP(       ) 4 1
 NQ0018  NAVD 88 (10/19/94) 1500.61   (m)         4923.3    (f) LEVELING    3  
 NQ0018  NGVD 29 (??/??/92) 1499.917  (m)         4920.98   (f) ADJ UNCH    1 2
 NQ0018
 NQ0018.Superseded values are not recommended for survey control.
 NQ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0018.See file dsdata.txt to determine how the superseded data were derived.
 NQ0018
 NQ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH6038028686(NAD 83)
 NQ0018_MARKER: DB = BENCH MARK DISK
 NQ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0018_STAMPING: A 311 1938
 NQ0018_MARK LOGO: CGS   
 NQ0018_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0018+STABILITY: SURFACE MOTION
 NQ0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0018+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1995
 NQ0018
 NQ0018  HISTORY     - Date     Condition        Report By
 NQ0018  HISTORY     - 1938     MONUMENTED       CGS
 NQ0018  HISTORY     - 1954     GOOD             NGS
 NQ0018  HISTORY     - 19930615 GOOD             NGS
 NQ0018  HISTORY     - 19950901 GOOD             NGS
 NQ0018
 NQ0018                          STATION DESCRIPTION
 NQ0018
 NQ0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0018'9.3 MI W FROM VAN TASSELL.
 NQ0018'9.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0018'FROM THE STATION AT VAN TASSELL, AT THE WEST END OF A CUT, 93
 NQ0018'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 45 FEET SOUTH
 NQ0018'OF THE SOUTH RAIL, 14 FEET SOUTHWEST OF THE 9TH POLE EAST OF
 NQ0018'MILEPOST 481, 2 FEET EAST OF A WITNESS POST, 1.0 MILE EAST OF
 NQ0018'BENCH MARK J 104, SET IN THE TOP OF A CONCRETE POST WHICH IS
 NQ0018'FLUSH WITH THE GROUND.  IN THE NORTHWEST 1/4 OF SECTION 36,
 NQ0018'TOWNSHIP 32 NORTH, RANGE 62 WEST.
 NQ0018
 NQ0018                          STATION RECOVERY (1993)
 NQ0018
 NQ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 NQ0018'STATION IS LOCATED ABOUT 17 KM (10.55 MI) EAST-SOUTHEAST OF LUSK,
 NQ0018'ALONG STATE HIGHWAY 20, AT HIGHWAY MILE 51.7, RAILROAD MILE 480.75, IN
 NQ0018'WEEDS, AT THE WEST END OF A LOW RIDGE, BETWEEN HIGHWAY AND RAILROAD
 NQ0018'TRACK.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO REACH FROM
 NQ0018'THE JUNCTION OF US HIGHWAYS 18, 85 AND 20 EAST IN LUSK, GO EASTERLY ON
 NQ0018'HIGHWAY 20 FOR 3.75 KM (2.35 MI) TO THE LUSK MUNICIPAL AIRPORT
 NQ0018'ENTRANCE ON THE LEFT.  CONTINUE AHEAD FOR 9.97 KM (6.20 MI) TO THE
 NQ0018'NODE POST OFFICE ON THE RIGHT.  CONTINUE AHEAD FOR 2.61 KM (1.60 MI)
 NQ0018'TO RAILROAD SIGNAL AT MILEPOST 481 ON THE LEFT.  CONTINUE AHEAD FOR
 NQ0018'0.40 KM (0.25 MI) TO THE STATION ON THE LEFT, ACROSS A FIREBREAK.
 NQ0018'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 1 CM
 NQ0018'BELOW GROUND.  IT IS 28.9 M (94.8 FT) NORTHEAST OF, AND 0.5 M (1.6 FT)
 NQ0018'LOWER THAN THE HIGHWAY CENTER, 17.6 M (57.7 FT) SOUTHWEST OF THE SOUTH
 NQ0018'RAIL OF TRACK, 0.8 M (2.6 FT) SOUTHWEST OF A WOOD WITNESS POST WITH
 NQ0018'SIGN, 0.4 M (1.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, AND 0.5 M
 NQ0018'(1.6 FT) NORTH OF THE NORTH EDGE OF THE FIREBREAK. DESCRIBED BY
 NQ0018'G.R.HEID
 NQ0018
 NQ0018                          STATION RECOVERY (1995)
 NQ0018
 NQ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NQ0018'STATION IS LOCATED ABOUT 17 KM (10.55 MI) EAST-SOUTHEAST OF LUSK,
 NQ0018'ALONG STATE HIGHWAY 20, AT HIGHWAY MILE 51.7, RAILROAD MILE 480.75, IN
 NQ0018'WEEDS, AT THE WEST END OF A LOW RIDGE, BETWEEN HIGHWAY AND RAILROAD
 NQ0018'TRACK.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  TO REACH FROM
 NQ0018'THE JUNCTION OF U.S. HIGHWAYS 18, 85 AND 20 EAST IN LUSK, GO EASTERLY
 NQ0018'ON HIGHWAY 20 FOR 3.75 KM (2.35 MI) TO THE LUSK MUNICIPAL AIRPORT
 NQ0018'ENTRANCE ON THE LEFT.  CONTINUE AHEAD FOR 9.97 KM (6.20 MI) TO THE
 NQ0018'NODE POST OFFICE ON THE RIGHT.  CONTINUE AHEAD FOR 2.61 KM (1.60 MI)
 NQ0018'TO RAILROAD SIGNAL AT MILEPOST 481 ON THE LEFT.  CONTINUE AHEAD FOR
 NQ0018'0.40 KM (0.25 MI) TO THE STATION ON THE LEFT, ACROSS A FIREBREAK.
 NQ0018'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 1 CM
 NQ0018'BELOW GROUND.  IT IS 28.9 M (94.8 FT) NORTHEAST OF, AND 0.5 M (1.6 FT)
 NQ0018'LOWER THAN THE HIGHWAY CENTER, 17.6 M (57.7 FT) SOUTHWEST OF THE SOUTH
 NQ0018'RAIL OF TRACK, 0.8 M (2.6 FT) SOUTHWEST OF A WOOD WITNESS POST WITH
 NQ0018'SIGN, 0.4 M (1.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST AND 0.5 M
 NQ0018'(1.6 FT) NORTH OF THE NORTH EDGE OF THE FIREBREAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0191 ***********************************************************************
 OX0191  DESIGNATION -  A 312
 OX0191  PID         -  OX0191
 OX0191  STATE/COUNTY-  WY/TETON
 OX0191  USGS QUAD   -  MOOSE (1968)
 OX0191
 OX0191                         *CURRENT SURVEY CONTROL
 OX0191  ___________________________________________________________________
 OX0191* NAD 83(1986)-  43 37 31.     (N)    110 39 08.     (W)     SCALED    
 OX0191* NAVD 88     -      2019.658  (meters)    6626.16   (feet)  ADJUSTED  
 OX0191  ___________________________________________________________________
 OX0191  GEOID HEIGHT-          -9.21  (meters)                     GEOID03
 OX0191  DYNAMIC HT  -        2018.327 (meters)    6621.79  (feet)  COMP
 OX0191  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 OX0191
 OX0191  VERT ORDER  -  SECOND    CLASS 0
 OX0191
 OX0191.The horizontal coordinates were scaled from a topographic map and have
 OX0191.an estimated accuracy of +/- 6 seconds.
 OX0191
 OX0191.The orthometric height was determined by differential leveling
 OX0191.and adjusted by the National Geodetic Survey in June 1991..
 OX0191
 OX0191.The geoid height was determined by GEOID03.
 OX0191
 OX0191.The dynamic height is computed by dividing the NAVD 88
 OX0191.geopotential number by the normal gravity value computed on the
 OX0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0191.degrees latitude (g = 980.6199 gals.).
 OX0191
 OX0191.The modeled gravity was interpolated from observed gravity values.
 OX0191
 OX0191;                    North         East    Units  Estimated Accuracy
 OX0191;SPC WY W     -   447,270.      754,090.      MT  (+/- 180 meters Scaled)
 OX0191
 OX0191                          SUPERSEDED SURVEY CONTROL
 OX0191
 OX0191  NGVD 29 (??/??/92) 2018.367  (m)         6621.93   (f) ADJ UNCH    2 0
 OX0191
 OX0191.Superseded values are not recommended for survey control.
 OX0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0191.See file dsdata.txt to determine how the superseded data were derived.
 OX0191
 OX0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP280303(NAD 83)
 OX0191_MARKER: DB = BENCH MARK DISK
 OX0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0191_STAMPING: A 312 1946
 OX0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0191+STABILITY: SURFACE MOTION
 OX0191
 OX0191  HISTORY     - Date     Condition        Report By
 OX0191  HISTORY     - 1946     MONUMENTED       CGS
 OX0191  HISTORY     - 1968     MARK NOT FOUND   NGS
 OX0191
 OX0191                          STATION DESCRIPTION
 OX0191
 OX0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0191'1.35 MI W FROM KELLY.
 OX0191'ALONG GRAVELED ROAD LEADING FROM U.S. HIGHWAY 187 TO KELLY, ABOUT 1.35
 OX0191'MILES WEST OF POST OFFICE AT KELLY, SET IN CONCRETE POST 53 FEET ALONG
 OX0191'FENCE LINE WEST OF CENTER LINE OF ABANDONED IRRIGATION CANAL, 39 FEET
 OX0191'NORTH OF CENTER LINE OF ROAD, 1.5 FEET SOUTH OF BARBED WIRE FENCE.
 OX0191'STANDARD BRONZE DISK SET IN CONCRETE POST.
 OX0191
 OX0191                          STATION RECOVERY (1968)
 OX0191
 OX0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OX0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0330 ***********************************************************************
 OX0330  DESIGNATION -  A 313
 OX0330  PID         -  OX0330
 OX0330  STATE/COUNTY-  WY/LINCOLN
 OX0330  USGS QUAD   -  ALPINE (1966)
 OX0330
 OX0330                         *CURRENT SURVEY CONTROL
 OX0330  ___________________________________________________________________
 OX0330* NAD 83(1986)-  43 09 52.     (N)    111 02 25.     (W)     SCALED    
 OX0330* NAVD 88     -      1716.868  (meters)    5632.76   (feet)  ADJUSTED  
 OX0330  ___________________________________________________________________
 OX0330  GEOID HEIGHT-         -10.50  (meters)                     GEOID03
 OX0330  DYNAMIC HT  -        1715.753 (meters)    5629.10  (feet)  COMP
 OX0330  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 OX0330
 OX0330  VERT ORDER  -  SECOND    CLASS 0
 OX0330
 OX0330.The horizontal coordinates were scaled from a topographic map and have
 OX0330.an estimated accuracy of +/- 6 seconds.
 OX0330
 OX0330.The orthometric height was determined by differential leveling
 OX0330.and adjusted by the National Geodetic Survey in June 1991..
 OX0330
 OX0330.The geoid height was determined by GEOID03.
 OX0330
 OX0330.The dynamic height is computed by dividing the NAVD 88
 OX0330.geopotential number by the normal gravity value computed on the
 OX0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0330.degrees latitude (g = 980.6199 gals.).
 OX0330
 OX0330.The modeled gravity was interpolated from observed gravity values.
 OX0330
 OX0330;                    North         East    Units  Estimated Accuracy
 OX0330;SPC WY W     -   396,370.      722,180.      MT  (+/- 180 meters Scaled)
 OX0330
 OX0330                          SUPERSEDED SURVEY CONTROL
 OX0330
 OX0330  NGVD 29 (??/??/92) 1715.651  (m)         5628.77   (f) ADJ UNCH    2 0
 OX0330
 OX0330.Superseded values are not recommended for survey control.
 OX0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0330.See file dsdata.txt to determine how the superseded data were derived.
 OX0330
 OX0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN967790(NAD 83)
 OX0330_MARKER: DB = BENCH MARK DISK
 OX0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0330_STAMPING: A 313 1946
 OX0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0330+STABILITY: SURFACE MOTION
 OX0330
 OX0330  HISTORY     - Date     Condition        Report By
 OX0330  HISTORY     - 1946     MONUMENTED       CGS
 OX0330
 OX0330                          STATION DESCRIPTION
 OX0330
 OX0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0330'0.9 MI SE FROM ALPINE.
 OX0330'0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 OX0330'ALPINE, LINCOLN COUNTY, 0.1 MILE SOUTHEAST OF A VACANT LOG CABIN, AT
 OX0330'JUNCTION OF THE SALT RIVER ROAD, 65 FEET SOUTH OF THE CENTER OF THE
 OX0330'JUNCTION, AND 3 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK,
 OX0330'STAMPED A 313 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 OX0330'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0074 ***********************************************************************
 NT0074  DESIGNATION -  A 314
 NT0074  PID         -  NT0074
 NT0074  STATE/COUNTY-  WY/LINCOLN
 NT0074  USGS QUAD   -  MAN PEAK (1980)
 NT0074
 NT0074                         *CURRENT SURVEY CONTROL
 NT0074  ___________________________________________________________________
 NT0074* NAD 83(1986)-  42 57 54.     (N)    110 45 50.     (W)     SCALED    
 NT0074* NAVD 88     -      1967.397  (meters)    6454.70   (feet)  ADJUSTED  
 NT0074  ___________________________________________________________________
 NT0074  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 NT0074  DYNAMIC HT  -        1965.965 (meters)    6450.00  (feet)  COMP
 NT0074  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 NT0074
 NT0074  VERT ORDER  -  SECOND    CLASS 0
 NT0074
 NT0074.The horizontal coordinates were scaled from a topographic map and have
 NT0074.an estimated accuracy of +/- 6 seconds.
 NT0074
 NT0074.The orthometric height was determined by differential leveling
 NT0074.and adjusted by the National Geodetic Survey in June 1991..
 NT0074
 NT0074.The geoid height was determined by GEOID03.
 NT0074
 NT0074.The dynamic height is computed by dividing the NAVD 88
 NT0074.geopotential number by the normal gravity value computed on the
 NT0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0074.degrees latitude (g = 980.6199 gals.).
 NT0074
 NT0074.The modeled gravity was interpolated from observed gravity values.
 NT0074
 NT0074;                    North         East    Units  Estimated Accuracy
 NT0074;SPC WY W     -   373,990.      744,480.      MT  (+/- 180 meters Scaled)
 NT0074
 NT0074                          SUPERSEDED SURVEY CONTROL
 NT0074
 NT0074  NGVD 29 (??/??/92) 1966.076  (m)         6450.37   (f) ADJ UNCH    2 0
 NT0074
 NT0074.Superseded values are not recommended for survey control.
 NT0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0074.See file dsdata.txt to determine how the superseded data were derived.
 NT0074
 NT0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN192569(NAD 83)
 NT0074_MARKER: DB = BENCH MARK DISK
 NT0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0074_STAMPING: A 314 1946
 NT0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0074+STABILITY: SURFACE MOTION
 NT0074
 NT0074  HISTORY     - Date     Condition        Report By
 NT0074  HISTORY     - 1946     MONUMENTED       CGS
 NT0074  HISTORY     - 1974     GOOD             NGS
 NT0074
 NT0074                          STATION DESCRIPTION
 NT0074
 NT0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NT0074'24.1 MI SE FROM ALPINE.
 NT0074'0.6 MI. S. ON U. S. HWY. 89 FROM JUNCTION OF U. S. HWYS. 26-89 AT
 NT0074'ALPINE JCT. TO GREYS RIVER ROAD.  23.5 MI. SE ON GREYS RIVER ROAD.
 NT0074'0.55 MI. S. OF THE ENTRANCE TO MOOSE FLAT CAMPGROUND.  ABOUT 100 FT.
 NT0074'SW OF THE ROAD ON A SMALL KNOLL.  STANDARD DISK STAMPED A 314 1946 SET
 NT0074'IN TOP OF A CONCRETE POST PROJECTING 0.9 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0103 ***********************************************************************
 NT0103  DESIGNATION -  A 315
 NT0103  PID         -  NT0103
 NT0103  STATE/COUNTY-  WY/LINCOLN
 NT0103  USGS QUAD   -  BOX CANYON CREEK (1980)
 NT0103
 NT0103                         *CURRENT SURVEY CONTROL
 NT0103  ___________________________________________________________________
 NT0103* NAD 83(1986)-  42 38 18.     (N)    110 39 46.     (W)     SCALED    
 NT0103* NAVD 88     -      2373.266  (meters)    7786.29   (feet)  ADJUSTED  
 NT0103  ___________________________________________________________________
 NT0103  GEOID HEIGHT-         -10.60  (meters)                     GEOID03
 NT0103  DYNAMIC HT  -        2371.308 (meters)    7779.87  (feet)  COMP
 NT0103  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 NT0103
 NT0103  VERT ORDER  -  SECOND    CLASS 0
 NT0103
 NT0103.The horizontal coordinates were scaled from a topographic map and have
 NT0103.an estimated accuracy of +/- 6 seconds.
 NT0103
 NT0103.The orthometric height was determined by differential leveling
 NT0103.and adjusted by the National Geodetic Survey in June 1991..
 NT0103
 NT0103.The geoid height was determined by GEOID03.
 NT0103
 NT0103.The dynamic height is computed by dividing the NAVD 88
 NT0103.geopotential number by the normal gravity value computed on the
 NT0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0103.degrees latitude (g = 980.6199 gals.).
 NT0103
 NT0103.The modeled gravity was interpolated from observed gravity values.
 NT0103
 NT0103;                    North         East    Units  Estimated Accuracy
 NT0103;SPC WY W     -   337,640.      752,480.      MT  (+/- 180 meters Scaled)
 NT0103
 NT0103                          SUPERSEDED SURVEY CONTROL
 NT0103
 NT0103  NGVD 29 (??/??/92) 2371.801  (m)         7781.48   (f) ADJ UNCH    2 0
 NT0103
 NT0103.Superseded values are not recommended for survey control.
 NT0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0103.See file dsdata.txt to determine how the superseded data were derived.
 NT0103
 NT0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN276207(NAD 83)
 NT0103_MARKER: DB = BENCH MARK DISK
 NT0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0103_STAMPING: A 315 1946
 NT0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0103+STABILITY: SURFACE MOTION
 NT0103
 NT0103  HISTORY     - Date     Condition        Report By
 NT0103  HISTORY     - 1946     MONUMENTED       CGS
 NT0103
 NT0103                          STATION DESCRIPTION
 NT0103
 NT0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0103'39.0 MI E FROM SMOOT.
 NT0103'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0103'THENCE ABOUT 32.0 MILES EASTERLY AND NORTHEASTERLY ALONG GREYS RIVER
 NT0103'ROAD, IN A SMALL 50-FOOT-SQUARE FIELD ON THE EAST SIDE OF THE ROAD,
 NT0103'171 FEET NORTH OF A SMALL CREEK, 175 FEET NORTHEAST OF A CORRUGATED
 NT0103'METAL CULVERT UNDER THE ROAD, 24 FEET EAST OF THE CENTER LINE OF THE
 NT0103'ROAD, 21 FEET NORTH OF A LARGE PINE TREE WITH A TRIANGLE BLAZE FACING
 NT0103'THE ROAD, ABOUT 3 FEET ABOVE THE ROAD LEVEL, 3 FEET WEST OF A WITNESS
 NT0103'POST, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0066 ***********************************************************************
 NT0066  DESIGNATION -  A 316
 NT0066  PID         -  NT0066
 NT0066  STATE/COUNTY-  WY/LINCOLN
 NT0066  USGS QUAD   -  PORCUPINE CREEK (1967)
 NT0066
 NT0066                         *CURRENT SURVEY CONTROL
 NT0066  ___________________________________________________________________
 NT0066* NAD 83(1986)-  42 28 42.     (N)    110 50 12.     (W)     SCALED    
 NT0066* NAVD 88     -      2265.535  (meters)    7432.84   (feet)  ADJUSTED  
 NT0066  ___________________________________________________________________
 NT0066  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 NT0066  DYNAMIC HT  -        2263.697 (meters)    7426.81  (feet)  COMP
 NT0066  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 NT0066
 NT0066  VERT ORDER  -  SECOND    CLASS 0
 NT0066
 NT0066.The horizontal coordinates were scaled from a topographic map and have
 NT0066.an estimated accuracy of +/- 6 seconds.
 NT0066
 NT0066.The orthometric height was determined by differential leveling
 NT0066.and adjusted by the National Geodetic Survey in June 1991..
 NT0066
 NT0066.The geoid height was determined by GEOID03.
 NT0066
 NT0066.The dynamic height is computed by dividing the NAVD 88
 NT0066.geopotential number by the normal gravity value computed on the
 NT0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0066.degrees latitude (g = 980.6199 gals.).
 NT0066
 NT0066.The modeled gravity was interpolated from observed gravity values.
 NT0066
 NT0066;                    North         East    Units  Estimated Accuracy
 NT0066;SPC WY W     -   319,980.      738,060.      MT  (+/- 180 meters Scaled)
 NT0066
 NT0066                          SUPERSEDED SURVEY CONTROL
 NT0066
 NT0066  NGVD 29 (??/??/92) 2264.121  (m)         7428.20   (f) ADJ UNCH    2 0
 NT0066
 NT0066.Superseded values are not recommended for survey control.
 NT0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0066.See file dsdata.txt to determine how the superseded data were derived.
 NT0066
 NT0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN134029(NAD 83)
 NT0066_MARKER: DB = BENCH MARK DISK
 NT0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0066_STAMPING: A 316 1946
 NT0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0066+STABILITY: SURFACE MOTION
 NT0066
 NT0066  HISTORY     - Date     Condition        Report By
 NT0066  HISTORY     - 1946     MONUMENTED       CGS
 NT0066
 NT0066                          STATION DESCRIPTION
 NT0066
 NT0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0066'14.1 MI SE FROM SMOOT.
 NT0066'ABOUT 7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT
 NT0066'SMOOT, THENCE ABOUT 7.1 MILES EASTERLY ALONG GREYS RIVER ROAD, AT A Y
 NT0066'INTERSECTION OF THE MAIN ROAD AND A ROAD LEADING TO SMITHS FORK RANGER
 NT0066'STATION, 100 FEET NORTH OF THE CENTER LINE OF THE JUNCTION, 130 FEET
 NT0066'SOUTH OF THE RANGER STATION, 90 FEET SOUTHEAST OF THE SOUTH CORNER OF
 NT0066'A WIRE FENCE, 17 FEET WEST OF THE CENTER LINE OF THE SIDE ROAD, 23
 NT0066'FEET NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, ABOUT 6 FEET ABOVE
 NT0066'THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 NT0066'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0489 ***********************************************************************
 MO0489  DESIGNATION -  A 317
 MO0489  PID         -  MO0489
 MO0489  STATE/COUNTY-  WY/ALBANY
 MO0489  USGS QUAD   -  DALE CREEK (1987)
 MO0489
 MO0489                         *CURRENT SURVEY CONTROL
 MO0489  ___________________________________________________________________
 MO0489* NAD 83(1986)-  41 05 20.     (N)    105 28 30.     (W)     SCALED    
 MO0489* NAVD 88     -      2426.919  (meters)    7962.32   (feet)  ADJUSTED  
 MO0489  ___________________________________________________________________
 MO0489  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 MO0489  DYNAMIC HT  -        2424.685 (meters)    7954.99  (feet)  COMP
 MO0489  MODELED GRAV-     979,614.3   (mgal)                       NAVD 88
 MO0489
 MO0489  VERT ORDER  -  FIRST     CLASS II
 MO0489
 MO0489.The horizontal coordinates were scaled from a topographic map and have
 MO0489.an estimated accuracy of +/- 6 seconds.
 MO0489
 MO0489.The orthometric height was determined by differential leveling
 MO0489.and adjusted by the National Geodetic Survey in June 1991..
 MO0489
 MO0489.The geoid height was determined by GEOID03.
 MO0489
 MO0489.The dynamic height is computed by dividing the NAVD 88
 MO0489.geopotential number by the normal gravity value computed on the
 MO0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0489.degrees latitude (g = 980.6199 gals.).
 MO0489
 MO0489.The modeled gravity was interpolated from observed gravity values.
 MO0489
 MO0489;                    North         East    Units  Estimated Accuracy
 MO0489;SPC WY E     -    65,440.      174,100.      MT  (+/- 180 meters Scaled)
 MO0489
 MO0489                          SUPERSEDED SURVEY CONTROL
 MO0489
 MO0489  NGVD 29 (??/??/92) 2425.760  (m)         7958.51   (f) ADJ UNCH    1 2
 MO0489
 MO0489.Superseded values are not recommended for survey control.
 MO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0489.See file dsdata.txt to determine how the superseded data were derived.
 MO0489
 MO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF601487(NAD 83)
 MO0489_MARKER: DB = BENCH MARK DISK
 MO0489_SETTING: 66 = SET IN ROCK OUTCROP
 MO0489_SP_SET: GRANITE OUTCROP
 MO0489_STAMPING: A 317 1947
 MO0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0489+STABILITY: POSITION/ELEVATION WELL
 MO0489
 MO0489  HISTORY     - Date     Condition        Report By
 MO0489  HISTORY     - 1947     MONUMENTED       CGS
 MO0489  HISTORY     - 1956     GOOD             NGS
 MO0489  HISTORY     - 1985     GOOD             DMA
 MO0489
 MO0489                          STATION DESCRIPTION
 MO0489
 MO0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0489'1.2 MI NE FROM HERMOSA.
 MO0489'0.5 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0489'RAILROAD STATION SIGN AT HERMOSA, THENCE 0.7 MILE EAST ALONG THE
 MO0489'FORMER RIGHT OF WAY OF THE UNION PACIFIC RAILROAD, 70 YARDS
 MO0489'EAST OF THE EAST END OF A SMALL CUT, 22.3 FEET NORTH OF THE
 MO0489'CENTER LINE OF THE OLD RAILROAD GRADE, 3 FEET BELOW THE LEVEL
 MO0489'OF THE OLD RAILROAD GRADE, SET IN THE TOP OF THE NORTHEAST PART
 MO0489'OF A GRANITE OUTCROP.
 MO0489
 MO0489                          STATION RECOVERY (1985)
 MO0489
 MO0489'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0015 ***********************************************************************
 NR0015  DESIGNATION -  A 318
 NR0015  PID         -  NR0015
 NR0015  STATE/COUNTY-  WY/NATRONA
 NR0015  USGS QUAD   -  BISHOP (1978)
 NR0015
 NR0015                         *CURRENT SURVEY CONTROL
 NR0015  ___________________________________________________________________
 NR0015* NAD 83(1986)-  42 54 12.     (N)    106 27 25.     (W)     SCALED    
 NR0015* NAVD 88     -      5322.79   (+/-2cm)   17463.2    (feet)  VERTCON   
 NR0015  ___________________________________________________________________
 NR0015  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 NR0015
 NR0015  VERT ORDER  -  ? (See Below)
 NR0015
 NR0015.This mark is at Natrona Co Intl Airport (CPR)
 NR0015
 NR0015.The horizontal coordinates were scaled from a topographic map and have
 NR0015.an estimated accuracy of +/- 6 seconds.
 NR0015
 NR0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0015.The vertical order pertains to the NGVD 29 superseded value.
 NR0015
 NR0015.The geoid height was determined by GEOID03.
 NR0015
 NR0015;                    North         East    Units  Estimated Accuracy
 NR0015;SPC WYEC     -   367,290.      471,570.      MT  (+/- 180 meters Scaled)
 NR0015
 NR0015                          SUPERSEDED SURVEY CONTROL
 NR0015
 NR0015  NGVD 29 (??/??/92) 5321.910  (m)        17460.30   (f) ADJ UNCH    ?  
 NR0015
 NR0015.Superseded values are not recommended for survey control.
 NR0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0015.See file dsdata.txt to determine how the superseded data were derived.
 NR0015
 NR0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH810511(NAD 83)
 NR0015_MARKER: DB = BENCH MARK DISK
 NR0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NR0015_SP_SET: APRON
 NR0015_STAMPING: A 318 1952
 NR0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0015
 NR0015  HISTORY     - Date     Condition        Report By
 NR0015  HISTORY     - 1952     MONUMENTED       CGS
 NR0015  HISTORY     - 1970     GOOD             NGS
 NR0015  HISTORY     - 1977     MARK NOT FOUND   NGS
 NR0015
 NR0015                          STATION DESCRIPTION
 NR0015
 NR0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 NR0015'8.0 MI NE FROM CASPER.
 NR0015'AT THE CASPER AIR TERMINAL, 8.0 MILES NORTHWEST OF CASPER, NATRONA
 NR0015'COUNTY, ON U.S. HIGHWAY 20, 547 FEET NORTHWEST OF THE CONTROL TOWER,
 NR0015'AT THE NORTHWEST EDGE OF THE PARKING APRON, IN THE CENTER OF A
 NR0015'CONCRETE SECTION, AND FLUSH WITH THE SURFACE OF THE APRON.  A STANDARD
 NR0015'DISK, STAMPED A 318 1952.
 NR0015
 NR0015                          STATION RECOVERY (1970)
 NR0015
 NR0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NR0015'RECOVERED IN GOOD CONDITION.
 NR0015
 NR0015                          STATION RECOVERY (1977)
 NR0015
 NR0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NR0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0248 ***********************************************************************
 MP0248  PACS        -  This is a Primary Airport Control Station.
 MP0248  DESIGNATION -  A 319
 MP0248  PID         -  MP0248
 MP0248  STATE/COUNTY-  WY/CARBON
 MP0248  USGS QUAD   -  RAWLINS (1981)
 MP0248
 MP0248                         *CURRENT SURVEY CONTROL
 MP0248  ___________________________________________________________________
 MP0248* NAD 83(1993)-  41 48 13.02433(N)    107 12 19.12347(W)     ADJUSTED  
 MP0248* NAVD 88     -      2057.408  (meters)    6750.01   (feet)  ADJUSTED  
 MP0248  ___________________________________________________________________
 MP0248  X           -  -1,408,905.916 (meters)                     COMP
 MP0248  Y           -  -4,549,946.252 (meters)                     COMP
 MP0248  Z           -   4,230,731.413 (meters)                     COMP
 MP0248  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 MP0248  ELLIP HEIGHT-        2043.80  (meters)          (04/17/02) GPS OBS
 MP0248  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MP0248  DYNAMIC HT  -        2055.669 (meters)    6744.31  (feet)  COMP
 MP0248  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 MP0248
 MP0248  HORZ ORDER  -  B
 MP0248  VERT ORDER  -  FIRST     CLASS II
 MP0248  ELLP ORDER  -  SECOND    CLASS I
 MP0248
 MP0248.This mark is at Rawlins Municipal Airport (RWL)
 MP0248
 MP0248.The horizontal coordinates were established by GPS observations
 MP0248.and adjusted by the National Geodetic Survey in April 2002..
 MP0248
 MP0248.The orthometric height was determined by differential leveling
 MP0248.and adjusted by the National Geodetic Survey in June 1991..
 MP0248
 MP0248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0248
 MP0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0248
 MP0248.The ellipsoidal height was determined by GPS observations
 MP0248.and is referenced to NAD 83.
 MP0248
 MP0248.The geoid height was determined by GEOID03.
 MP0248
 MP0248.The dynamic height is computed by dividing the NAVD 88
 MP0248.geopotential number by the normal gravity value computed on the
 MP0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0248.degrees latitude (g = 980.6199 gals.).
 MP0248
 MP0248.The modeled gravity was interpolated from observed gravity values.
 MP0248
 MP0248;                    North         East     Units Scale Factor Converg.
 MP0248;SPC WYEC     -   244,774.569   410,638.544   MT  0.99993889   +0 05 07.2
 MP0248;UTM  13      - 4,630,323.334   316,795.698   MT  1.00001303   -1 28 13.5
 MP0248
 MP0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0248!SPC WYEC     -   0.99967954  x   0.99993889  =   0.99961845
 MP0248!UTM  13      -   0.99967954  x   1.00001303  =   0.99969257
 MP0248
 MP0248:                Primary Azimuth Mark                     Grid Az
 MP0248:SPC WYEC     -  RWL B                                    205 15 26.5
 MP0248:UTM  13      -  RWL B                                    206 48 47.2
 MP0248
 MP0248|---------------------------------------------------------------------|
 MP0248| PID    Reference Object                     Distance      Geod. Az  |
 MP0248|                                                           dddmmss.s |
 MP0248| AJ8893 RWL B                               444.542 METERS 2052033.7 |
 MP0248|---------------------------------------------------------------------|
 MP0248
 MP0248                          SUPERSEDED SURVEY CONTROL
 MP0248
 MP0248  NAVD 88 (04/17/02) 2057.41   (m)         6750.0    (f) LEVELING    3  
 MP0248  NGVD 29 (??/??/92) 2056.265  (m)         6746.26   (f) ADJ UNCH    1 2
 MP0248
 MP0248.Superseded values are not recommended for survey control.
 MP0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0248.See file dsdata.txt to determine how the superseded data were derived.
 MP0248
 MP0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1679630323(NAD 83)
 MP0248_MARKER: DB = BENCH MARK DISK
 MP0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0248_STAMPING: A 319 1947
 MP0248_MARK LOGO: CGS   
 MP0248_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0248+STABILITY: SURFACE MOTION
 MP0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0248+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 MP0248
 MP0248  HISTORY     - Date     Condition        Report By
 MP0248  HISTORY     - 19470101 MONUMENTED       CGS
 MP0248  HISTORY     - 1983     GOOD             USGS
 MP0248  HISTORY     - 19860613 GOOD             NGS
 MP0248  HISTORY     - 20010725 GOOD             NGS
 MP0248
 MP0248                          STATION DESCRIPTION
 MP0248
 MP0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0248'3.2 MI NE FROM RAWLINS.
 MP0248'1.7 MILES EAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT RAWLINS,
 MP0248'THENCE 0.5 MILE NORTHEAST ALONG A GRAVELED ROAD, THENCE 0.2 MILE
 MP0248'NORTHWEST ALONG A GRAVELED ROAD TO THE RAWLINS MUNICIPAL AIRPORT,
 MP0248'THENCE 0.35 MILE NORTHEAST ALONG THE NORTHEAST-SOUTHWEST RUNWAY,
 MP0248'APPROXIMATELY 130 YARDS NORTHWEST OF THE CENTER LINE OF THE RUNWAY,
 MP0248'SET IN THE EXACT CENTER OF A CIRCULAR ENCLOSURE (192.6 FEET IN
 MP0248'DIAMETER) FORMED BY A CIRCULAR SIDEWALK, SET IN THE TOP OF A CONCRETE
 MP0248'POST AND FLUSH WITH THE SURFACE OF THE GROUND.
 MP0248
 MP0248                          STATION RECOVERY (1983)
 MP0248
 MP0248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 MP0248'RECOVERED IN GOOD CONDITION.
 MP0248
 MP0248                          STATION RECOVERY (1986)
 MP0248
 MP0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MP0248'THE MARK IS A STANDARD USCGS BENCH MARK DISK SET IN A CONCRETE POST
 MP0248'FLUSH WITH THE GROUND.  THE MARK IS 390.0 FEET (118.9 M) NORTHWEST OF
 MP0248'THE CENTERLINE OF RUNWAY 4-22 AND SET IN THE CENTER OF A CIRCULAR
 MP0248'SIDEWALK ENCLOSURE, 192.6 FEET (58.7 M) IN DIAMETER AND 510.1 FEET
 MP0248'(155.5 M) SOUTHEAST OF THE VOR/DME RWL.
 MP0248
 MP0248                          STATION RECOVERY (2001)
 MP0248
 MP0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 MP0248'THE STATION IS LOCATED ABOUT 1 MI NORTHEAST OF RAWLINS AT THE
 MP0248'RAWLINS MUNICIPAL AIRPORT, NEARMIDFIELD, IN THE WEST QUADRANT OF
 MP0248'THE JUNCTION OF THE RUNWAYS, ADJACENT TO THE VOR, AND AT THE
 MP0248'CENTEROF A SYMMETRICAL CIRCLE.  OWNERSHIP--RAWLINS CARBON
 MP0248'COUNTY AIRPORT BOARD, P.O. BOX 7, RAWLINS, WY 82301.  DIRECTOR OF
 MP0248'OPERATIONS IS DWIGHT H. FRANCE, P.O. BOX 606, RAWLINS, WY
 MP0248'82301.PHONE 307-324-2361.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS
 MP0248'STATION AND ACCESS ONTO THE AIRFIELD.
 MP0248'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 MP0248'HIGHWAY 80 AND BUSINESS INTERSTATE HIGHWAY 80 (EXIT 215) NEAR THE
 MP0248'EAST SIDE OF RAWLINS, GO EAST ON BUSINESS HIGHWAY 80 FOR 0.4 MI TO A
 MP0248'PAVED ROAD ON THE RIGHT (AIRPORT ROAD).  TURN RIGHT, NORTH, ON THE
 MP0248'ROAD FOR 0.4 MI TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 MP0248'LEFT, EAST, ON THE ROAD FOR 0.05 MI TO THE APRON AND THE OFFICE ON
 MP0248'THE LEFT.  CONTINUE AHEAD, NORTH, ACROSS THE APRON, FOR 0.1 MI TO A
 MP0248'TAXI ON THE LEFT.  TURN LEFT, WEST, ALONG THE TAXI, THE ON A GRAVEL
 MP0248'SERVICE ROAD FOR 0.15 MI PASSING AROUND THE RUNWAY END, THE
 MP0248'NORTHEAST, ON THE ROAD FOR 0.35 MI TO THE STATION ON THE RIGHT.
 MP0248'THE STATION IS SET ON THE TOP OF A 25 CM SQUARE CONCRETE POST SET
 MP0248'FLUSH WITH THE GROUND.  IT IS 510.1 FT OF THE VOR DOME, 390.0 FT
 MP0248'NORTHWEST OF THE CENTER OF RUNWAY 4-22, IN HE CENTER OF A
 MP0248'CONCRETE SYMMETRICAL CIRCLE 192.6 FT IN DIAMETER,  AND 0.3 FT EAST OF
 MP0248'A FIBERGLASS WITNESS POST.
 MP0248'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 MP0248'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0146 ***********************************************************************
 NR0146  DESIGNATION -  A 32
 NR0146  PID         -  NR0146
 NR0146  STATE/COUNTY-  WY/NATRONA
 NR0146  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0146
 NR0146                         *CURRENT SURVEY CONTROL
 NR0146  ___________________________________________________________________
 NR0146* NAD 83(1993)-  42 39 15.76994(N)    106 36 05.32554(W)     ADJUSTED  
 NR0146* NAVD 88     -      1633.704  (meters)    5359.91   (feet)  ADJUSTED  
 NR0146  ___________________________________________________________________
 NR0146  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 NR0146  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NR0146  DYNAMIC HT  -        1632.628 (meters)    5356.38  (feet)  COMP
 NR0146  MODELED GRAV-     979,904.3   (mgal)                       NAVD 88
 NR0146
 NR0146  HORZ ORDER  -  THIRD
 NR0146  VERT ORDER  -  FIRST     CLASS II
 NR0146
 NR0146.The horizontal coordinates were established by classical geodetic methods
 NR0146.and adjusted by the National Geodetic Survey in January 1997..
 NR0146
 NR0146.The orthometric height was determined by differential leveling
 NR0146.and adjusted by the National Geodetic Survey in June 1991..
 NR0146
 NR0146.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0146
 NR0146.The geoid height was determined by GEOID03.
 NR0146
 NR0146.The dynamic height is computed by dividing the NAVD 88
 NR0146.geopotential number by the normal gravity value computed on the
 NR0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0146.degrees latitude (g = 980.6199 gals.).
 NR0146
 NR0146.The modeled gravity was interpolated from observed gravity values.
 NR0146
 NR0146;                    North         East     Units Scale Factor Converg.
 NR0146;SPC WYEC     -   339,521.207   460,005.856   MT  0.99998178   +0 29 45.2
 NR0146;UTM  13      - 4,723,678.681   368,735.393   MT  0.99981199   -1 05 07.0
 NR0146
 NR0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0146!SPC WYEC     -   0.99974586  x   0.99998178  =   0.99972764
 NR0146!UTM  13      -   0.99974586  x   0.99981199  =   0.99955789
 NR0146
 NR0146:                Primary Azimuth Mark                     Grid Az
 NR0146:SPC WYEC     -  BOLTON                                   147 24 28.9
 NR0146:UTM  13      -  BOLTON                                   148 59 21.1
 NR0146
 NR0146|---------------------------------------------------------------------|
 NR0146| PID    Reference Object                     Distance      Geod. Az  |
 NR0146|                                                           dddmmss.s |
 NR0146| NR0518 BOLTON                              APPROX. 8.5 KM 1475414.1 |
 NR0146|---------------------------------------------------------------------|
 NR0146
 NR0146                          SUPERSEDED SURVEY CONTROL
 NR0146
 NR0146  NAD 83(1986)-  42 39 15.75697(N)    106 36 05.30614(W) AD(       ) 3
 NR0146  NGVD 29 (??/??/92) 1632.786  (m)         5356.90   (f) ADJ UNCH    1 2
 NR0146
 NR0146.Superseded values are not recommended for survey control.
 NR0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0146.See file dsdata.txt to determine how the superseded data were derived.
 NR0146
 NR0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6873523679(NAD 83)
 NR0146_MARKER: DB = BENCH MARK DISK
 NR0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0146_STAMPING: A 32 1933
 NR0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0146+STABILITY: SURFACE MOTION
 NR0146
 NR0146  HISTORY     - Date     Condition        Report By
 NR0146  HISTORY     - 1933     MONUMENTED       CGS
 NR0146  HISTORY     - 1948     GOOD             USGS
 NR0146  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0146
 NR0146                          STATION DESCRIPTION
 NR0146
 NR0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0146'20.6 MI SW FROM CASPER.
 NR0146'20.6 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0146'CASPER, NATRONA COUNTY, ACROSS THE HIGHWAY FROM A RANCH HOUSE ON THE
 NR0146'NORTH SIDE OF THE HIGHWAY, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NR0146'HIGHWAY, AND 32 FEET NORTHEAST OF A FIELD ENTRANCE ROAD.  A STANDARD
 NR0146'DISK, STAMPED A 32 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0146'PROJECTING 6 INCHES ABOVE GROUND.
 NR0146
 NR0146                          STATION RECOVERY (1948)
 NR0146
 NR0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NR0146'LOCATED 20.6 MI. SW. OF CASPER, ALONG STATE HIGHWAY 220.
 NR0146'
 NR0146'DESCRIPTION BY USC AND GS FIRST ORDER LEVEL LINE.
 NR0146'
 NR0146'A-32, ABOUT 20.6 MI. SW. ALONG WYOMING HIGHWAY 220 FROM THE POST
 NR0146'OFFICE AT CASPER, ACROSS THE HIGHWAY FROM A RANCH HOUSE ON THE N.
 NR0146'SIDE OF THE HIGHWAY, 32 FT. NE. OF A FIELD ENTRANCE RD., AND 34
 NR0146'FT. SE. OF THE HIGHWAY.  A STANDARD DISK, STAMPED---A 32 1933---,
 NR0146'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 IN. ABOVE GROUND.
 NR0146'
 NR0146'STATION MARK--USC AND GS STANDARD DISK STAMPED---A 32 1933---.
 NR0146'
 NR0146'REFERENCE MARK NO. 1--A 1 IN. IRON PIPE, 6 IN. ABOVE GROUND, IN A
 NR0146'PILE OF STONES, AND 28.66 FT. NE. OF THE STATION MARK
 NR0146'N 30 DEGREES 05 MINUTES, SW.
 NR0146'
 NR0146'REFERENCE MARK NO. 2--THE CENTER OF A WINDMILL (STEEL), 155.55 FT. E.
 NR0146'OF STATION MARK N 85 DEGREES 14 MINUTES, NW.
 NR0146
 NR0146                          STATION RECOVERY (1982)
 NR0146
 NR0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0146 ***********************************************************************
 MO0146  DESIGNATION -  A 320
 MO0146  PID         -  MO0146
 MO0146  STATE/COUNTY-  WY/LARAMIE
 MO0146  USGS QUAD   -  BORIE (1994)
 MO0146
 MO0146                         *CURRENT SURVEY CONTROL
 MO0146  ___________________________________________________________________
 MO0146* NAD 83(1986)-  41 05 48.     (N)    104 54 31.     (W)     SCALED    
 MO0146* NAVD 88     -      1920.970  (meters)    6302.38   (feet)  ADJUSTED  
 MO0146  ___________________________________________________________________
 MO0146  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 MO0146  DYNAMIC HT  -        1919.272 (meters)    6296.81  (feet)  COMP
 MO0146  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 MO0146
 MO0146  VERT ORDER  -  FIRST     CLASS II
 MO0146
 MO0146.The horizontal coordinates were scaled from a topographic map and have
 MO0146.an estimated accuracy of +/- 6 seconds.
 MO0146
 MO0146.The orthometric height was determined by differential leveling
 MO0146.and adjusted by the National Geodetic Survey in June 1991..
 MO0146
 MO0146.The geoid height was determined by GEOID03.
 MO0146
 MO0146.The dynamic height is computed by dividing the NAVD 88
 MO0146.geopotential number by the normal gravity value computed on the
 MO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0146.degrees latitude (g = 980.6199 gals.).
 MO0146
 MO0146.The modeled gravity was interpolated from observed gravity values.
 MO0146
 MO0146;                    North         East    Units  Estimated Accuracy
 MO0146;SPC WY E     -    66,290.      221,680.      MT  (+/- 180 meters Scaled)
 MO0146
 MO0146                          SUPERSEDED SURVEY CONTROL
 MO0146
 MO0146  NGVD 29 (06/08/92) 1919.931  (m)         6298.97   (f) ADJUSTED    1 2
 MO0146
 MO0146.Superseded values are not recommended for survey control.
 MO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0146.See file dsdata.txt to determine how the superseded data were derived.
 MO0146
 MO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF076494(NAD 83)
 MO0146_MARKER: DB = BENCH MARK DISK
 MO0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0146_STAMPING: A 320 1947
 MO0146_MARK LOGO: CGS   
 MO0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0146+STABILITY: SURFACE MOTION
 MO0146
 MO0146  HISTORY     - Date     Condition        Report By
 MO0146  HISTORY     - 1947     MONUMENTED       CGS
 MO0146  HISTORY     - 1956     GOOD             NGS
 MO0146  HISTORY     - 1983     GOOD             NGS
 MO0146  HISTORY     - 20060920 GOOD             GEOCAC
 MO0146
 MO0146                          STATION DESCRIPTION
 MO0146
 MO0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0146'5.6 MI W FROM CHEYENNE.
 MO0146'5.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0146'AT CHEYENNE, 105.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MO0146'NORTHWEST MAIN LINE TRACKS, 90.2 FEET NORTHWEST OF THE NORTHWEST
 MO0146'RAIL OF A SIDE TRACK, 100 FEET SOUTHEAST OF THE CENTER LINE OF
 MO0146'U.S. HIGHWAY 30, 1.2 FEET SOUTHEAST OF A FENCE, 3.5 FEET
 MO0146'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0146'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, IN SECTION 17,
 MO0146'TOWNSHIP 13 NORTH, RANGE 67 WEST, 0.2 MILE NORTHEAST OF CORLETT,
 MO0146'ACROSS THE TRACK FROM MILEPOST 515.
 MO0146
 MO0146                          STATION RECOVERY (1983)
 MO0146
 MO0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0146'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0146'NORTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE
 MO0146'HIGHWAY 80 IN CHEYENNE, THENCE 9.0 KM (5.6 MI) WESTERLY ALONG THE
 MO0146'UNION PACIFIC RAILROAD.
 MO0146
 MO0146                          STATION RECOVERY (2006)
 MO0146
 MO0146'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MO0146'OLD US HIGHWAY 30 IS NOW WY STATE HIGHWAY 225 (OTTO ROAD).  HANDHELD
 MO0146'COORDINATES ARE N41-05-48.72 W104-54-30.12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0459 ***********************************************************************
 MO0459  DESIGNATION -  A 321
 MO0459  PID         -  MO0459
 MO0459  STATE/COUNTY-  WY/LARAMIE
 MO0459  USGS QUAD   -  BUFORD (1987)
 MO0459
 MO0459                         *CURRENT SURVEY CONTROL
 MO0459  ___________________________________________________________________
 MO0459* NAD 83(1986)-  41 06 41.     (N)    105 16 11.     (W)     SCALED    
 MO0459* NAVD 88     -      2364.696  (meters)    7758.17   (feet)  ADJUSTED  
 MO0459  ___________________________________________________________________
 MO0459  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 MO0459  DYNAMIC HT  -        2362.541 (meters)    7751.10  (feet)  COMP
 MO0459  MODELED GRAV-     979,626.2   (mgal)                       NAVD 88
 MO0459
 MO0459  VERT ORDER  -  FIRST     CLASS II
 MO0459
 MO0459.The horizontal coordinates were scaled from a topographic map and have
 MO0459.an estimated accuracy of +/- 6 seconds.
 MO0459
 MO0459.The orthometric height was determined by differential leveling
 MO0459.and adjusted by the National Geodetic Survey in June 1991..
 MO0459
 MO0459.The geoid height was determined by GEOID03.
 MO0459
 MO0459.The dynamic height is computed by dividing the NAVD 88
 MO0459.geopotential number by the normal gravity value computed on the
 MO0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0459.degrees latitude (g = 980.6199 gals.).
 MO0459
 MO0459.The modeled gravity was interpolated from observed gravity values.
 MO0459
 MO0459;                    North         East    Units  Estimated Accuracy
 MO0459;SPC WY E     -    67,900.      191,350.      MT  (+/- 180 meters Scaled)
 MO0459
 MO0459                          SUPERSEDED SURVEY CONTROL
 MO0459
 MO0459  NGVD 29 (06/08/92) 2363.596  (m)         7754.56   (f) ADJUSTED    1 2
 MO0459
 MO0459.Superseded values are not recommended for survey control.
 MO0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0459.See file dsdata.txt to determine how the superseded data were derived.
 MO0459
 MO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF773511(NAD 83)
 MO0459_MARKER: DB = BENCH MARK DISK
 MO0459_SETTING: 80 = SET IN A BOULDER
 MO0459_STAMPING: A 321 1947
 MO0459_MARK LOGO: CGS   
 MO0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0459+STABILITY: SURFACE MOTION
 MO0459
 MO0459  HISTORY     - Date     Condition        Report By
 MO0459  HISTORY     - 1947     MONUMENTED       CGS
 MO0459  HISTORY     - 1956     GOOD             NGS
 MO0459  HISTORY     - 1983     GOOD             NGS
 MO0459  HISTORY     - 19990921 GOOD             CGS
 MO0459
 MO0459                          STATION DESCRIPTION
 MO0459
 MO0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0459'2 MI E FROM BUFORD.
 MO0459'2.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MO0459'TANK AT BUFORD, 235.8 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MO0459'TRACK, 166 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30,
 MO0459'177 FEET NORTHWEST OF A POWER POLE, ON TOP OF A SMALL HILL, SET
 MO0459'IN THE TOP OF A LARGE GRANITE OUTCROP, IN SECTION 7, TOWNSHIP
 MO0459'13 NORTH, RANGE 70 WEST.
 MO0459
 MO0459                          STATION RECOVERY (1983)
 MO0459
 MO0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0459'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0459'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0459'80 IN CHEYENNE, THENCE 40.8 KM (23.35 MI) WESTERLY ALONG THE UNION
 MO0459'PACIFIC RAILROAD.  ADD 0.3 METER (1.0 FT) EAST OF A WITNESS POST.
 MO0459
 MO0459                          STATION RECOVERY (1999)
 MO0459
 MO0459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1999 (KFB)
 MO0459'TO REACH THE STTAION FROM THE INTERCHANGE OF I-80 AND THE BUFORD EXIT
 MO0459'335 GO E ON INTERSTATE 80 FOR 2.1 MI (3.4 KM) TO MP 337.2 TO THE
 MO0459'STATION ON THE RIGHT.  STATION IS 119 FT (36.3 M) S FROM THE S
 MO0459'SHOULDER OF THE E BOUND LANE OF INTERSTATE 80, 63 FT (19.2 M) S OF THE
 MO0459'S R-AWAY FENCE, 92 FT (28.0 M) SW FROM THE S CORNER OF THE RIGHT-AWAY
 MO0459'JOG, 8.5 INCHES E OF CARSONITE WITNESS POST, SET IN THE TOP OF A LARGE
 MO0459'GRANITE OUTCROP, IN SECTION 7, TOWNSHIP 13, RANGE 70 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0004 ***********************************************************************
 MP0004  DESIGNATION -  A 322
 MP0004  PID         -  MP0004
 MP0004  STATE/COUNTY-  WY/ALBANY
 MP0004  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0004
 MP0004                         *CURRENT SURVEY CONTROL
 MP0004  ___________________________________________________________________
 MP0004* NAD 83(1986)-  41 50 58.     (N)    106 04 17.     (W)     SCALED    
 MP0004* NAVD 88     -      2057.707  (meters)    6750.99   (feet)  ADJUSTED  
 MP0004  ___________________________________________________________________
 MP0004  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 MP0004  DYNAMIC HT  -        2055.988 (meters)    6745.35  (feet)  COMP
 MP0004  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 MP0004
 MP0004  VERT ORDER  -  FIRST     CLASS II
 MP0004
 MP0004.The horizontal coordinates were scaled from a topographic map and have
 MP0004.an estimated accuracy of +/- 6 seconds.
 MP0004
 MP0004.The orthometric height was determined by differential leveling
 MP0004.and adjusted by the National Geodetic Survey in June 1991..
 MP0004
 MP0004.The geoid height was determined by GEOID03.
 MP0004
 MP0004.The dynamic height is computed by dividing the NAVD 88
 MP0004.geopotential number by the normal gravity value computed on the
 MP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0004.degrees latitude (g = 980.6199 gals.).
 MP0004
 MP0004.The modeled gravity was interpolated from observed gravity values.
 MP0004
 MP0004;                    North         East    Units  Estimated Accuracy
 MP0004;SPC WY E     -   150,250.      124,870.      MT  (+/- 180 meters Scaled)
 MP0004
 MP0004                          SUPERSEDED SURVEY CONTROL
 MP0004
 MP0004  NGVD 29 (??/??/92) 2056.612  (m)         6747.40   (f) ADJ UNCH    1 2
 MP0004
 MP0004.Superseded values are not recommended for survey control.
 MP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0004.See file dsdata.txt to determine how the superseded data were derived.
 MP0004
 MP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG110336(NAD 83)
 MP0004_MARKER: DB = BENCH MARK DISK
 MP0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0004_STAMPING: A 322 1947
 MP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0004+STABILITY: SURFACE MOTION
 MP0004
 MP0004  HISTORY     - Date     Condition        Report By
 MP0004  HISTORY     - 1947     MONUMENTED       CGS
 MP0004  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0004
 MP0004                          STATION DESCRIPTION
 MP0004
 MP0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0004'9.65 MI NW FROM ROCK RIVER.
 MP0004'9.65 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MP0004'TANK AT ROCK RIVER, AT THE TOP OF A PROMINENT HILL AND DIRECTLY ACROSS
 MP0004'THE TRACKS FROM THE SIXTH TELEPHONE POLE NORTHWEST OF MILE POST
 MP0004'NO.615, 225.0 FEET SOUTHEAST OF THE ALBANY-CARBON COUNTY LINE MARKER
 MP0004'POST, 39.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE WEST BOUND
 MP0004'TRACK OF THE MAIN LINE TRACKS, 32.5 FEET SOUTH OF A POWER LINE POLE,
 MP0004'4.0 FEET SOUTHEAST OF A REFERENCE POST, 3.5 FEET NORTHEAST OF THE
 MP0004'NORTHEAST RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT THE SAME
 MP0004'ELEVATION AS THE TRACKS AND PROJECTING 0.8 FOOT.  NOTE-- THIS BENCH
 MP0004'MARK IS ALSO 7.75 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0004'STATION AT MEDICINE BOW.
 MP0004
 MP0004                          STATION RECOVERY (1983)
 MP0004
 MP0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0004'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0030 ***********************************************************************
 MP0030  DESIGNATION -  A 323
 MP0030  PID         -  MP0030
 MP0030  STATE/COUNTY-  WY/CARBON
 MP0030  USGS QUAD   -  COMO WEST (1982)
 MP0030
 MP0030                         *CURRENT SURVEY CONTROL
 MP0030  ___________________________________________________________________
 MP0030* NAD 83(1986)-  41 54 20.     (N)    106 24 50.     (W)     SCALED    
 MP0030* NAVD 88     -      2059.077  (meters)    6755.49   (feet)  ADJUSTED  
 MP0030  ___________________________________________________________________
 MP0030  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 MP0030  DYNAMIC HT  -        2057.250 (meters)    6749.49  (feet)  COMP
 MP0030  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 MP0030
 MP0030  VERT ORDER  -  FIRST     CLASS II
 MP0030
 MP0030.The horizontal coordinates were scaled from a topographic map and have
 MP0030.an estimated accuracy of +/- 6 seconds.
 MP0030
 MP0030.The orthometric height was determined by differential leveling
 MP0030.and adjusted by the National Geodetic Survey in June 1991..
 MP0030.WARNING-Repeat measurements at this control monument indicate possible
 MP0030.vertical movement.
 MP0030
 MP0030.The geoid height was determined by GEOID03.
 MP0030
 MP0030.The dynamic height is computed by dividing the NAVD 88
 MP0030.geopotential number by the normal gravity value computed on the
 MP0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0030.degrees latitude (g = 980.6199 gals.).
 MP0030
 MP0030.The modeled gravity was interpolated from observed gravity values.
 MP0030
 MP0030;                    North         East    Units  Estimated Accuracy
 MP0030;SPC WYEC     -   256,500.      476,290.      MT  (+/- 180 meters Scaled)
 MP0030
 MP0030                          SUPERSEDED SURVEY CONTROL
 MP0030
 MP0030  NGVD 29 (06/08/92) 2057.845  (m)         6751.45   (f) ADJUSTED    1 2
 MP0030
 MP0030.Superseded values are not recommended for survey control.
 MP0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0030.See file dsdata.txt to determine how the superseded data were derived.
 MP0030
 MP0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG827402(NAD 83)
 MP0030_MARKER: DB = BENCH MARK DISK
 MP0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0030_STAMPING: A 323 1947
 MP0030_MARK LOGO: CGS   
 MP0030_PROJECTION: PROJECTING 14 CENTIMETERS
 MP0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0030+STABILITY: SURFACE MOTION
 MP0030
 MP0030  HISTORY     - Date     Condition        Report By
 MP0030  HISTORY     - 1947     MONUMENTED       CGS
 MP0030  HISTORY     - 1983     GOOD             NGS
 MP0030
 MP0030                          STATION DESCRIPTION
 MP0030
 MP0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0030'8.6 MI E FROM HANNA.
 MP0030'8.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0030'HANNA, 87.5 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK OF
 MP0030'THE MAIN LINE TRACKS, 40.0 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 MP0030'6.5 FEET WEST OF TELEPHONE POLE NO.E 39 AF WHICH IS THE TWENTIETH
 MP0030'TELEPHONE POLE WEST OF MILE POST NO.634, 2.7 FEET EAST OF A REFERENCE
 MP0030'POST, SET IN A CONCRETE POST ABOUT 6 FEET BELOW THE TRACKS AND
 MP0030'PROJECTING 0.6 FOOT.
 MP0030
 MP0030                          STATION RECOVERY (1983)
 MP0030
 MP0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0030'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.6 KM
 MP0030'(8.45 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MP0030'IN HANNA, 46.9 METERS (153.9 FT) SOUTH OF THE NEAR RAIL, 3.1 METERS
 MP0030'(10.2 FT) WEST OF UTILITY POLE NUMBER E 39 AF, AND 2.1 METERS (6.9 FT)
 MP0030'NORTH OF A FENCE.
 MP0030'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0191 ***********************************************************************
 MP0191  DESIGNATION -  A 324
 MP0191  PID         -  MP0191
 MP0191  STATE/COUNTY-  WY/CARBON
 MP0191  USGS QUAD   -  WALCOTT (1982)
 MP0191
 MP0191                         *CURRENT SURVEY CONTROL
 MP0191  ___________________________________________________________________
 MP0191* NAD 83(1986)-  41 49 28.     (N)    106 46 24.     (W)     SCALED    
 MP0191* NAVD 88     -      2056.457  (meters)    6746.89   (feet)  ADJUSTED  
 MP0191  ___________________________________________________________________
 MP0191  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 MP0191  DYNAMIC HT  -        2054.628 (meters)    6740.89  (feet)  COMP
 MP0191  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 MP0191
 MP0191  VERT ORDER  -  FIRST     CLASS II
 MP0191
 MP0191.The horizontal coordinates were scaled from a topographic map and have
 MP0191.an estimated accuracy of +/- 6 seconds.
 MP0191
 MP0191.The orthometric height was determined by differential leveling
 MP0191.and adjusted by the National Geodetic Survey in June 1991..
 MP0191
 MP0191.The geoid height was determined by GEOID03.
 MP0191
 MP0191.The dynamic height is computed by dividing the NAVD 88
 MP0191.geopotential number by the normal gravity value computed on the
 MP0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0191.degrees latitude (g = 980.6199 gals.).
 MP0191
 MP0191.The modeled gravity was interpolated from observed gravity values.
 MP0191
 MP0191;                    North         East    Units  Estimated Accuracy
 MP0191;SPC WYEC     -   247,230.      446,520.      MT  (+/- 180 meters Scaled)
 MP0191
 MP0191                          SUPERSEDED SURVEY CONTROL
 MP0191
 MP0191  NGVD 29 (??/??/92) 2055.202  (m)         6742.78   (f) ADJ UNCH    1 2
 MP0191
 MP0191.Superseded values are not recommended for survey control.
 MP0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0191.See file dsdata.txt to determine how the superseded data were derived.
 MP0191
 MP0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG527318(NAD 83)
 MP0191_MARKER: DB = BENCH MARK DISK
 MP0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0191_STAMPING: A 324 1947
 MP0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0191+STABILITY: SURFACE MOTION
 MP0191
 MP0191  HISTORY     - Date     Condition        Report By
 MP0191  HISTORY     - 1947     MONUMENTED       CGS
 MP0191  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0191
 MP0191                          STATION DESCRIPTION
 MP0191
 MP0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0191'6.6 MI E FROM WALCOTT.
 MP0191'6.6 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0191'WALCOTT, 11 POLES WEST OF MILEPOST 655, APPROXIMATELY 142 YARDS
 MP0191'NORTHEAST OF THE SIGNBOARD EDSON ONE MILE, 261.0 FEET SOUTHWEST OF
 MP0191'RAILWAY SIGNAL 6553, 47.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MP0191'NORTHWEST TRACK AND 8 FEET LOWER, 4.0 FEET SOUTHWEST OF A REFERENCE
 MP0191'POST, 1.0 FOOT SOUTHEAST OF THE NORTH RIGHT-OF-WAY FENCE, SET IN THE
 MP0191'TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MP0191
 MP0191                          STATION RECOVERY (1983)
 MP0191
 MP0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0200 ***********************************************************************
 OW0200  DESIGNATION -  A 326
 OW0200  PID         -  OW0200
 OW0200  STATE/COUNTY-  WY/HOT SPRINGS
 OW0200  USGS QUAD   -  THERMOPOLIS (1960)
 OW0200
 OW0200                         *CURRENT SURVEY CONTROL
 OW0200  ___________________________________________________________________
 OW0200* NAD 83(1986)-  43 39 22.     (N)    108 11 54.     (W)     SCALED    
 OW0200* NAVD 88     -      1339.970  (meters)    4396.22   (feet)  ADJUSTED  
 OW0200  ___________________________________________________________________
 OW0200  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 OW0200  DYNAMIC HT  -        1339.279 (meters)    4393.95  (feet)  COMP
 OW0200  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 OW0200
 OW0200  VERT ORDER  -  FIRST     CLASS II
 OW0200
 OW0200.The horizontal coordinates were scaled from a topographic map and have
 OW0200.an estimated accuracy of +/- 6 seconds.
 OW0200
 OW0200.The orthometric height was determined by differential leveling
 OW0200.and adjusted by the National Geodetic Survey in June 1991..
 OW0200
 OW0200.The geoid height was determined by GEOID03.
 OW0200
 OW0200.The dynamic height is computed by dividing the NAVD 88
 OW0200.geopotential number by the normal gravity value computed on the
 OW0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0200.degrees latitude (g = 980.6199 gals.).
 OW0200
 OW0200.The modeled gravity was interpolated from observed gravity values.
 OW0200
 OW0200;                    North         East    Units  Estimated Accuracy
 OW0200;SPC WYWC     -   350,690.      644,500.      MT  (+/- 180 meters Scaled)
 OW0200
 OW0200                          SUPERSEDED SURVEY CONTROL
 OW0200
 OW0200  NGVD 29 (06/08/92) 1339.139  (m)         4393.49   (f) ADJUSTED    1 2
 OW0200
 OW0200.Superseded values are not recommended for survey control.
 OW0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0200.See file dsdata.txt to determine how the superseded data were derived.
 OW0200
 OW0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP259374(NAD 83)
 OW0200_MARKER: DB = BENCH MARK DISK
 OW0200_SETTING: 66 = SET IN ROCK OUTCROP
 OW0200_SP_SET: ROCK OUTCROP
 OW0200_STAMPING: A 326 1982
 OW0200_MARK LOGO: NGS   
 OW0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0200+STABILITY: POSITION/ELEVATION WELL
 OW0200
 OW0200  HISTORY     - Date     Condition        Report By
 OW0200  HISTORY     - 1982     MONUMENTED       NGS
 OW0200
 OW0200                          STATION DESCRIPTION
 OW0200
 OW0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0200'1.8 KM (1.1 MI) NORTH FROM THERMOPOLIS.
 OW0200'1.8 KM (1.1 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0200'WITH STATE HIGHWAY 120 IN THERMOPOLIS, IN THE CENTER OF A 4 BY 4 FT
 OW0200'EXPOSED AREA OF OUTCROPPING BEDROCK AT A HIGHWAY PULLOFF, 34.9 METERS
 OW0200'(114.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.4 METERS
 OW0200'(27.6 FT) SOUTH OF THE WEST LEG OF A WYOMING HISTORICAL MARKER AND 1.6
 OW0200'METERS (5.2 FT) WEST OF A UTILITY POLE.
 OW0200'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 OW0200'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0204 ***********************************************************************
 OV0204  CBN         -  This is a Cooperative Base Network Control Station.
 OV0204  DESIGNATION -  A 327
 OV0204  PID         -  OV0204
 OV0204  STATE/COUNTY-  WY/WASHAKIE
 OV0204  USGS QUAD   -  BANJO FLATS WEST (1978)
 OV0204
 OV0204                         *CURRENT SURVEY CONTROL
 OV0204  ___________________________________________________________________
 OV0204* NAD 83(1993)-  43 59 32.34784(N)    107 59 51.90580(W)     ADJUSTED  
 OV0204* NAVD 88     -      1249.797  (meters)    4100.38   (feet)  ADJUSTED  
 OV0204  ___________________________________________________________________
 OV0204  X           -  -1,420,366.838 (meters)                     COMP
 OV0204  Y           -  -4,372,023.396 (meters)                     COMP
 OV0204  Z           -   4,408,336.533 (meters)                     COMP
 OV0204  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OV0204  ELLIP HEIGHT-        1236.60  (meters)          (09/07/01) GPS OBS
 OV0204  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OV0204  DYNAMIC HT  -        1249.213 (meters)    4098.46  (feet)  COMP
 OV0204  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 OV0204  OBS GRAVITY -     980,109.2   (mgal)                       GRAV_OBS
 OV0204
 OV0204  HORZ ORDER  -  B
 OV0204  VERT ORDER  -  FIRST     CLASS II
 OV0204  ELLP ORDER  -  FOURTH    CLASS I
 OV0204
 OV0204.The horizontal coordinates were established by GPS observations
 OV0204.and adjusted by the National Geodetic Survey in October 1994..
 OV0204
 OV0204.The orthometric height was determined by differential leveling
 OV0204.and adjusted by the National Geodetic Survey in June 1991..
 OV0204
 OV0204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OV0204
 OV0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0204
 OV0204.The ellipsoidal height was determined by GPS observations
 OV0204.and is referenced to NAD 83.
 OV0204
 OV0204.The geoid height was determined by GEOID03.
 OV0204
 OV0204.The dynamic height is computed by dividing the NAVD 88
 OV0204.geopotential number by the normal gravity value computed on the
 OV0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0204.degrees latitude (g = 980.6199 gals.).
 OV0204
 OV0204.The modeled gravity was interpolated from observed gravity values.
 OV0204.The observed gravity was obtained from relative gravimeter ties
 OV0204.to the IGSN71 gravity network.
 OV0204
 OV0204;                    North         East     Units Scale Factor Converg.
 OV0204;SPC WYEC     -   488,110.533   346,705.952   MT  0.99997242   -0 27 41.4
 OV0204;UTM  13      - 4,875,389.396   259,622.916   MT  1.00031072   -2 04 59.2
 OV0204;UTM  12      - 4,875,402.521   740,737.674   MT  1.00031285   +2 05 10.5
 OV0204
 OV0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0204!SPC WYEC     -   0.99980613  x   0.99997242  =   0.99977856
 OV0204!UTM  13      -   0.99980613  x   1.00031072  =   1.00011679
 OV0204!UTM  12      -   0.99980613  x   1.00031285  =   1.00011892
 OV0204
 OV0204                          SUPERSEDED SURVEY CONTROL
 OV0204
 OV0204  ELLIP H (10/19/94) 1236.66   (m)                       GP(       ) 4 1
 OV0204  NAVD 88 (10/19/94) 1249.80   (m)         4100.4    (f) LEVELING    3  
 OV0204  NGVD 29 (06/08/92) 1249.007  (m)         4097.78   (f) ADJUSTED    1 2
 OV0204
 OV0204.Superseded values are not recommended for survey control.
 OV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0204.See file dsdata.txt to determine how the superseded data were derived.
 OV0204
 OV0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ5962375389(NAD 83)
 OV0204_MARKER: I = METAL ROD
 OV0204_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0204_SP_SET: STAINLESS STEEL ROD
 OV0204_STAMPING: A 327 1982
 OV0204_MARK LOGO: NGS   
 OV0204_PROJECTION: FLUSH
 OV0204_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0204+STABILITY: POSITION/ELEVATION WELL
 OV0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0204+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1993
 OV0204_ROD/PIPE-DEPTH: 14.5 meters
 OV0204
 OV0204  HISTORY     - Date     Condition        Report By
 OV0204  HISTORY     - 1982     MONUMENTED       NGS
 OV0204  HISTORY     - 19930703 GOOD             NGS
 OV0204
 OV0204                          STATION DESCRIPTION
 OV0204
 OV0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0204'4.5 KM (2.8 MI) SW FROM WORLAND.
 OV0204'4.5 KM (2.8 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0204'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND AND 11.6 METERS
 OV0204'(38.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 OV0204'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0204'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 OV0204'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OV0204
 OV0204                          STATION RECOVERY (1993)
 OV0204
 OV0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 OV0204'STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHWEST OF WORLAND, ALONG US
 OV0204'HIGHWAY 20 AND STATE HIGHWAY 789, ON THE RIGHT-OF-WAY, AT MILE 162.6,
 OV0204'ADJACENT TO A HAY FIELD.  OWNERSHIP--WYOMING DEPARTMENT OF
 OV0204'TRANSPORTATION. TO REACH FROM THE JUNCTION OF US HIGHWAYS 16, 20 AND
 OV0204'STATE HIGHWAY 789 AT THE COURTHOUSE IN WORLAND, GO WEST AND SOUTH ON
 OV0204'HIGHWAYS 20 AND 789 FOR 2.81 KM (1.75 MI) TO A BRIDGE OVER AN
 OV0204'IRRIGATION CANAL. CONTINUE AHEAD FOR 1.80 KM (1.10 MI) TO A FIELD ROAD
 OV0204'RIGHT, AND A LARGE FOUR-BAY METAL BUILDING ON THE LEFT.  CONTINUE
 OV0204'AHEAD FOR 0.15 KM (0.10 MI) TO THE STATION ON THE LEFT. STATION MARK
 OV0204'IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A PVC PIPE WITH
 OV0204'LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 11.2 M
 OV0204'(36.7 FT) SOUTHEAST OF, AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER,
 OV0204'11.9 M (39.0 FT) SOUTHWEST OF A SMALL IRRIGATION DITCH, 0.3 M (1.0 FT)
 OV0204'NORTHWEST OF THE RIGHT-OF-WAY FENCE, 0.2 M (0.7 FT) NORTHWEST OF A
 OV0204'METAL WITNESS POST, AND 26.1 M (85.6 FT) EAST OF A UTILITY POLE ACROSS
 OV0204'HIGHWAY AT A FENCE GAP. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0238 ***********************************************************************
 PX0238  DESIGNATION -  A 328
 PX0238  PID         -  PX0238
 PX0238  STATE/COUNTY-  WY/PARK
 PX0238  USGS QUAD   -  FRANNIE (1966)
 PX0238
 PX0238                         *CURRENT SURVEY CONTROL
 PX0238  ___________________________________________________________________
 PX0238* NAD 83(1986)-  44 59 17.     (N)    108 37 22.     (W)     SCALED    
 PX0238* NAVD 88     -      1295.608  (meters)    4250.67   (feet)  ADJUSTED  
 PX0238  ___________________________________________________________________
 PX0238  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 PX0238  DYNAMIC HT  -        1295.113 (meters)    4249.05  (feet)  COMP
 PX0238  MODELED GRAV-     980,190.7   (mgal)                       NAVD 88
 PX0238  OBS GRAVITY -     980,190.8   (mgal)                       GRAV_OBS
 PX0238
 PX0238  VERT ORDER  -  FIRST     CLASS II
 PX0238
 PX0238.The horizontal coordinates were scaled from a topographic map and have
 PX0238.an estimated accuracy of +/- 6 seconds.
 PX0238
 PX0238.The orthometric height was determined by differential leveling
 PX0238.and adjusted by the National Geodetic Survey in June 1991..
 PX0238
 PX0238.The geoid height was determined by GEOID03.
 PX0238
 PX0238.The dynamic height is computed by dividing the NAVD 88
 PX0238.geopotential number by the normal gravity value computed on the
 PX0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0238.degrees latitude (g = 980.6199 gals.).
 PX0238
 PX0238.The modeled gravity was interpolated from observed gravity values.
 PX0238.The observed gravity was obtained from relative gravimeter ties
 PX0238.to the IGSN71 gravity network.
 PX0238
 PX0238;                    North         East    Units  Estimated Accuracy
 PX0238;SPC WYWC     -   498,550.      610,030.      MT  (+/- 180 meters Scaled)
 PX0238
 PX0238                          SUPERSEDED SURVEY CONTROL
 PX0238
 PX0238  NGVD 29 (06/08/92) 1294.724  (m)         4247.77   (f) ADJUSTED    1 2
 PX0238
 PX0238.Superseded values are not recommended for survey control.
 PX0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0238.See file dsdata.txt to determine how the superseded data were derived.
 PX0238
 PX0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ874843(NAD 83)
 PX0238_MARKER: I = METAL ROD
 PX0238_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0238_SP_SET: STAINLESS STEEL ROD
 PX0238_STAMPING: A 328 1982
 PX0238_MARK LOGO: NGS   
 PX0238_PROJECTION: FLUSH
 PX0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0238_ROD/PIPE-DEPTH: 6.1  meters
 PX0238
 PX0238  HISTORY     - Date     Condition        Report By
 PX0238  HISTORY     - 1982     MONUMENTED       NGS
 PX0238
 PX0238                          STATION DESCRIPTION
 PX0238
 PX0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0238'31.4 KM (19.5 MI) NW FROM LOVELL.
 PX0238'31.4 KM (19.5 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0238'JUNCTION WITH NEVADA STREET IN LOVELL, 33.8 METERS (110.9 FT) WEST OF
 PX0238'THE CENTERLINE OF THE HIGHWAY, 9.7 METERS (31.8 FT) SOUTH OF THE
 PX0238'CENTER OF A DIRT ROAD, 5.8 METERS (19.0 FT) WEST OF THE CENTER OF A
 PX0238'FIELD ENTRANCE AND 4.6 METERS (15.1 FT) SOUTHWEST OF THE WEST END OF A
 PX0238'CONCRETE PIPE CULVERT.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 PX0238'5-INCH LOGO CAP.
 PX0238'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 PX0238'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0267 ***********************************************************************
 PX0267  DESIGNATION -  A 329
 PX0267  PID         -  PX0267
 PX0267  STATE/COUNTY-  WY/BIG HORN
 PX0267  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0267
 PX0267                         *CURRENT SURVEY CONTROL
 PX0267  ___________________________________________________________________
 PX0267* NAD 83(1986)-  44 44 30.     (N)    108 18 15.     (W)     SCALED    
 PX0267* NAVD 88     -      1281.947  (meters)    4205.85   (feet)  ADJUSTED  
 PX0267  ___________________________________________________________________
 PX0267  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 PX0267  DYNAMIC HT  -        1281.431 (meters)    4204.16  (feet)  COMP
 PX0267  MODELED GRAV-     980,170.5   (mgal)                       NAVD 88
 PX0267  OBS GRAVITY -     980,171.3   (mgal)                       GRAV_OBS
 PX0267
 PX0267  VERT ORDER  -  FIRST     CLASS II
 PX0267
 PX0267.The horizontal coordinates were scaled from a topographic map and have
 PX0267.an estimated accuracy of +/- 6 seconds.
 PX0267
 PX0267.The orthometric height was determined by differential leveling
 PX0267.and adjusted by the National Geodetic Survey in June 1991..
 PX0267
 PX0267.The geoid height was determined by GEOID03.
 PX0267
 PX0267.The dynamic height is computed by dividing the NAVD 88
 PX0267.geopotential number by the normal gravity value computed on the
 PX0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0267.degrees latitude (g = 980.6199 gals.).
 PX0267
 PX0267.The modeled gravity was interpolated from observed gravity values.
 PX0267.The observed gravity was obtained from relative gravimeter ties
 PX0267.to the IGSN71 gravity network.
 PX0267
 PX0267;                    North         East    Units  Estimated Accuracy
 PX0267;SPC WYEC     -   571,620.      323,110.      MT  (+/- 180 meters Scaled)
 PX0267
 PX0267                          SUPERSEDED SURVEY CONTROL
 PX0267
 PX0267  NGVD 29 (06/08/92) 1281.096  (m)         4203.06   (f) ADJUSTED    1 2
 PX0267
 PX0267.Superseded values are not recommended for survey control.
 PX0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0267.See file dsdata.txt to determine how the superseded data were derived.
 PX0267
 PX0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ134577(NAD 83)
 PX0267_MARKER: DB = BENCH MARK DISK
 PX0267_SETTING: 66 = SET IN ROCK OUTCROP
 PX0267_SP_SET: ROCK OUTCROP
 PX0267_STAMPING: A 329 1982
 PX0267_MARK LOGO: NGS   
 PX0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0267+STABILITY: POSITION/ELEVATION WELL
 PX0267
 PX0267  HISTORY     - Date     Condition        Report By
 PX0267  HISTORY     - 1982     MONUMENTED       NGS
 PX0267
 PX0267                          STATION DESCRIPTION
 PX0267
 PX0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0267'13.4 KM (8.3 MI) SE FROM LOVELL.
 PX0267'13.4 KM (8.3 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0267'JUNCTION WITH NEVADA STREET IN LOVELL, IN THE CENTER OF A 6 BY 9 FT
 PX0267'EXPOSED AREA OF OUTCROPPING BEDROCK AT THE NORTH END OF A HIGHWAY CUT,
 PX0267'85.3 METERS (279.9 FT) SOUTH OF MILEPOST 228, 58.8 METERS (192.9 FT)
 PX0267'SOUTH OF THE NORTH END OF THE CUT AND 15.0 METERS (49.2 FT) EAST OF
 PX0267'THE CENTERLINE OF THE HIGHWAY.
 PX0267'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PX0267'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0019 ***********************************************************************
 OV0019  DESIGNATION -  A 33
 OV0019  PID         -  OV0019
 OV0019  STATE/COUNTY-  WY/NATRONA
 OV0019  USGS QUAD   -  TEAPOT ROCK (1978)
 OV0019
 OV0019                         *CURRENT SURVEY CONTROL
 OV0019  ___________________________________________________________________
 OV0019* NAD 83(1986)-  43 12 45.     (N)    106 18 48.     (W)     SCALED    
 OV0019* NAVD 88     -      1620.665  (meters)    5317.13   (feet)  ADJUSTED  
 OV0019  ___________________________________________________________________
 OV0019  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 OV0019  DYNAMIC HT  -        1619.707 (meters)    5313.99  (feet)  COMP
 OV0019  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 OV0019
 OV0019  VERT ORDER  -  FIRST     CLASS II
 OV0019
 OV0019.The horizontal coordinates were scaled from a topographic map and have
 OV0019.an estimated accuracy of +/- 6 seconds.
 OV0019
 OV0019.The orthometric height was determined by differential leveling
 OV0019.and adjusted by the National Geodetic Survey in June 1991..
 OV0019
 OV0019.The geoid height was determined by GEOID03.
 OV0019
 OV0019.The dynamic height is computed by dividing the NAVD 88
 OV0019.geopotential number by the normal gravity value computed on the
 OV0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0019.degrees latitude (g = 980.6199 gals.).
 OV0019
 OV0019.The modeled gravity was interpolated from observed gravity values.
 OV0019
 OV0019;                    North         East    Units  Estimated Accuracy
 OV0019;SPC WYEC     -   401,770.      482,880.      MT  (+/- 180 meters Scaled)
 OV0019
 OV0019                          SUPERSEDED SURVEY CONTROL
 OV0019
 OV0019  NGVD 29 (06/08/92) 1619.805  (m)         5314.31   (f) ADJUSTED    1 2
 OV0019
 OV0019.Superseded values are not recommended for survey control.
 OV0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0019.See file dsdata.txt to determine how the superseded data were derived.
 OV0019
 OV0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH933852(NAD 83)
 OV0019_MARKER: DB = BENCH MARK DISK
 OV0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0019_SP_SET: CONCRETE POST
 OV0019_STAMPING: A 33 1933
 OV0019_MARK LOGO: CGS   
 OV0019_PROJECTION: PROJECTING 10 CENTIMETERS
 OV0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0019+STABILITY: SURFACE MOTION
 OV0019
 OV0019  HISTORY     - Date     Condition        Report By
 OV0019  HISTORY     - 1933     MONUMENTED       CGS
 OV0019  HISTORY     - 1968     GOOD             USGS
 OV0019  HISTORY     - 1985     GOOD             NGS
 OV0019
 OV0019                          STATION DESCRIPTION
 OV0019
 OV0019'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0019'24.5 MI N FROM CASPER.
 OV0019'FROM THE JUNCTION OF INTERSTATE 25 AND CENTER ST. IN CASPER PROCEED
 OV0019'NORTH ON INTERSTATE 25 AND THEN U.S. 87 FOR 24.0 MILES TO A GRAVEL
 OV0019'ROAD ON THE RIGHT, THE ENTRANCE TO THE SHAMROCK RANCH, THENCE RIGHT
 OV0019'AND IMMEDIATELY NORTH AGAIN ALONG OLD HIGHWAY 0.6 MILES TO BM, 62 FT.
 OV0019'SW OF AN OLD T-ROAD WEST, 47 FT. WEST OF N/S ROAD AND 40 FT. SOUTH OF
 OV0019'OLD TRACK ROAD WEST AND ABOUT 10 FT. WEST OF A FENCE.  A STANDARD DISK
 OV0019'SET IN A CONCRETE POST.
 OV0019
 OV0019                          STATION RECOVERY (1985)
 OV0019
 OV0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0019'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  24.39 KM
 OV0019'(15.16 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF STATE
 OV0019'HIGHWAY 387 AT MIDWEST, THENCE 0.95 KM (0.59 MI) NORTHEAST ALONG THE
 OV0019'SHAMROCK RANCH ACCESS ROAD, 14.6 METERS (48 FT) NORTHWEST OF THE
 OV0019'CENTER OF THE ROAD, 70.9 METERS (232.5 FT) NORTHEAST OF A RIGHT ANGLE
 OV0019'FENCE CORNER, 9.3 METERS (30.5 FT) SOUTHWEST OF THE SOUTHWEST END OF A
 OV0019'NORTHEAST-SOUTHWEST FENCE.
 OV0019'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0220 ***********************************************************************
 OW0220  DESIGNATION -  A 330
 OW0220  PID         -  OW0220
 OW0220  STATE/COUNTY-  WY/FREMONT
 OW0220  USGS QUAD   -  BOYSEN (1978)
 OW0220
 OW0220                         *CURRENT SURVEY CONTROL
 OW0220  ___________________________________________________________________
 OW0220* NAD 83(1986)-  43 25 50.     (N)    108 10 39.     (W)     SCALED    
 OW0220* NAVD 88     -      1424.083  (meters)    4672.18   (feet)  ADJUSTED  
 OW0220  ___________________________________________________________________
 OW0220  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 OW0220  DYNAMIC HT  -        1423.269 (meters)    4669.51  (feet)  COMP
 OW0220  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 OW0220
 OW0220  VERT ORDER  -  FIRST     CLASS II
 OW0220
 OW0220.The horizontal coordinates were scaled from a topographic map and have
 OW0220.an estimated accuracy of +/- 6 seconds.
 OW0220
 OW0220.The orthometric height was determined by differential leveling
 OW0220.and adjusted by the National Geodetic Survey in June 1991..
 OW0220
 OW0220.The geoid height was determined by GEOID03.
 OW0220
 OW0220.The dynamic height is computed by dividing the NAVD 88
 OW0220.geopotential number by the normal gravity value computed on the
 OW0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0220.degrees latitude (g = 980.6199 gals.).
 OW0220
 OW0220.The modeled gravity was interpolated from observed gravity values.
 OW0220
 OW0220;                    North         East    Units  Estimated Accuracy
 OW0220;SPC WYWC     -   325,640.      646,350.      MT  (+/- 180 meters Scaled)
 OW0220
 OW0220                          SUPERSEDED SURVEY CONTROL
 OW0220
 OW0220  NGVD 29 (06/08/92) 1423.184  (m)         4669.23   (f) ADJUSTED    1 2
 OW0220
 OW0220.Superseded values are not recommended for survey control.
 OW0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0220.See file dsdata.txt to determine how the superseded data were derived.
 OW0220
 OW0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP284124(NAD 83)
 OW0220_MARKER: DB = BENCH MARK DISK
 OW0220_SETTING: 66 = SET IN ROCK OUTCROP
 OW0220_SP_SET: ROCK OUTCROP
 OW0220_STAMPING: A 330 1982
 OW0220_MARK LOGO: NGS   
 OW0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0220
 OW0220  HISTORY     - Date     Condition        Report By
 OW0220  HISTORY     - 1982     MONUMENTED       NGS
 OW0220
 OW0220                          STATION DESCRIPTION
 OW0220
 OW0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0220'24.1 KM (14.95 MI) NORT FROM SHOSHONI.
 OW0220'24.1 KM (14.95 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0220'WITH U. S. HIGHWAY 26 IN SHOSHONI, IN THE CENTER OF THE NORTHERN 1/2
 OW0220'OF A 3 BY 6 FT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 56.0 METERS
 OW0220'(183.7 FT) NORTH OF MILEPOST 115, 49.1 METERS (161.1 FT) SOUTH OF THE
 OW0220'NORTH END OF THE CUT AND 9.4 METERS (30.8 FT) EAST OF THE CENTERLINE
 OW0220'OF THE HIGHWAY.
 OW0220'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 OW0220'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0212 ***********************************************************************
 OV0212  DESIGNATION -  A 331
 OV0212  PID         -  OV0212
 OV0212  STATE/COUNTY-  WY/FREMONT
 OV0212  USGS QUAD   -  SQUAW BUTTE NE (1952)
 OV0212
 OV0212                         *CURRENT SURVEY CONTROL
 OV0212  ___________________________________________________________________
 OV0212* NAD 83(1986)-  43 11 39.     (N)    107 48 47.     (W)     SCALED    
 OV0212* NAVD 88     -      1616.461  (meters)    5303.34   (feet)  ADJUSTED  
 OV0212  ___________________________________________________________________
 OV0212  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OV0212  DYNAMIC HT  -        1615.381 (meters)    5299.80  (feet)  COMP
 OV0212  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 OV0212
 OV0212  VERT ORDER  -  FIRST     CLASS II
 OV0212
 OV0212.The horizontal coordinates were scaled from a topographic map and have
 OV0212.an estimated accuracy of +/- 6 seconds.
 OV0212
 OV0212.The orthometric height was determined by differential leveling
 OV0212.and adjusted by the National Geodetic Survey in June 1991..
 OV0212
 OV0212.The geoid height was determined by GEOID03.
 OV0212
 OV0212.The dynamic height is computed by dividing the NAVD 88
 OV0212.geopotential number by the normal gravity value computed on the
 OV0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0212.degrees latitude (g = 980.6199 gals.).
 OV0212
 OV0212.The modeled gravity was interpolated from observed gravity values.
 OV0212
 OV0212;                    North         East    Units  Estimated Accuracy
 OV0212;SPC WYWC     -   299,650.      676,150.      MT  (+/- 180 meters Scaled)
 OV0212
 OV0212                          SUPERSEDED SURVEY CONTROL
 OV0212
 OV0212  NGVD 29 (06/08/92) 1615.435  (m)         5299.97   (f) ADJUSTED    1 2
 OV0212
 OV0212.Superseded values are not recommended for survey control.
 OV0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0212.See file dsdata.txt to determine how the superseded data were derived.
 OV0212
 OV0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH714862(NAD 83)
 OV0212_MARKER: I = METAL ROD
 OV0212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0212_SP_SET: STAINLESS STEEL ROD
 OV0212_STAMPING: A 331 1982
 OV0212_MARK LOGO: NGS   
 OV0212_PROJECTION: FLUSH
 OV0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0212_ROD/PIPE-DEPTH: 3.7  meters
 OV0212
 OV0212  HISTORY     - Date     Condition        Report By
 OV0212  HISTORY     - 1982     MONUMENTED       NGS
 OV0212
 OV0212                          STATION DESCRIPTION
 OV0212
 OV0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0212'25.2 KM (15.65 MI) EAST FROM SHOSHONI.
 OV0212'25.2 KM (15.65 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0212'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.4 KM (0.25 MI) NORTHWEST OF
 OV0212'MILEPOST 84 AND 45.1 METERS (148.0 FT) NORTHEAST OF THE CENTERLINE OF
 OV0212'THE HIGHWAY.  NOTE=ACCESS TO THE DTAUM POINT IS THROUGH A 5-INCH LOGO
 OV0212'CAP.
 OV0212'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OV0212'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0239 ***********************************************************************
 OV0239  DESIGNATION -  A 332
 OV0239  PID         -  OV0239
 OV0239  STATE/COUNTY-  WY/NATRONA
 OV0239  USGS QUAD   -  HILAND (1952)
 OV0239
 OV0239                         *CURRENT SURVEY CONTROL
 OV0239  ___________________________________________________________________
 OV0239* NAD 83(1986)-  43 07 23.     (N)    107 21 58.     (W)     SCALED    
 OV0239* NAVD 88     -      1816.317  (meters)    5959.03   (feet)  ADJUSTED  
 OV0239  ___________________________________________________________________
 OV0239  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 OV0239  DYNAMIC HT  -        1815.048 (meters)    5954.87  (feet)  COMP
 OV0239  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 OV0239
 OV0239  VERT ORDER  -  FIRST     CLASS II
 OV0239
 OV0239.The horizontal coordinates were scaled from a topographic map and have
 OV0239.an estimated accuracy of +/- 6 seconds.
 OV0239
 OV0239.The orthometric height was determined by differential leveling
 OV0239.and adjusted by the National Geodetic Survey in June 1991..
 OV0239
 OV0239.The geoid height was determined by GEOID03.
 OV0239
 OV0239.The dynamic height is computed by dividing the NAVD 88
 OV0239.geopotential number by the normal gravity value computed on the
 OV0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0239.degrees latitude (g = 980.6199 gals.).
 OV0239
 OV0239.The modeled gravity was interpolated from observed gravity values.
 OV0239
 OV0239;                    North         East    Units  Estimated Accuracy
 OV0239;SPC WYEC     -   391,320.      397,330.      MT  (+/- 180 meters Scaled)
 OV0239
 OV0239                          SUPERSEDED SURVEY CONTROL
 OV0239
 OV0239  NGVD 29 (06/08/92) 1815.267  (m)         5955.59   (f) ADJUSTED    1 2
 OV0239
 OV0239.Superseded values are not recommended for survey control.
 OV0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0239.See file dsdata.txt to determine how the superseded data were derived.
 OV0239
 OV0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH075771(NAD 83)
 OV0239_MARKER: I = METAL ROD
 OV0239_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0239_SP_SET: STAINLESS STEEL ROD
 OV0239_STAMPING: A 332 1982
 OV0239_MARK LOGO: NGS   
 OV0239_PROJECTION: FLUSH
 OV0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0239_ROD/PIPE-DEPTH: 9.8  meters
 OV0239
 OV0239  HISTORY     - Date     Condition        Report By
 OV0239  HISTORY     - 1982     MONUMENTED       NGS
 OV0239
 OV0239                          STATION DESCRIPTION
 OV0239
 OV0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0239'15.8 KM (9.8 MI) WEST FROM WALTMAN.
 OV0239'15.8 KM (9.8 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JINCTION
 OV0239'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.9 KM (0.55 MI) EAST OF
 OV0239'MILEPOST 61, AT A UTILITY LINE CROSSING, 35.1 METERS (115.2 FT)
 OV0239'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.9 METERS (39.0 FT)
 OV0239'SOUTHEAST OF THE CENTER OF A PAVED DRIVEWAY AND 5.9 METERS (19.4 FT)
 OV0239'SOUTHEAST OF UTILITY POLE NUMBER 54490.  NOTE=ACCESS TO THE DATUM
 OV0239'POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0239'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OV0239'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0296 ***********************************************************************
 PX0296  DESIGNATION -  A 333
 PX0296  PID         -  PX0296
 PX0296  STATE/COUNTY-  WY/BIG HORN
 PX0296  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0296
 PX0296                         *CURRENT SURVEY CONTROL
 PX0296  ___________________________________________________________________
 PX0296* NAD 83(1986)-  44 23 00.     (N)    108 02 09.     (W)     SCALED    
 PX0296* NAVD 88     -      1172.956  (meters)    3848.27   (feet)  ADJUSTED  
 PX0296  ___________________________________________________________________
 PX0296  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 PX0296  DYNAMIC HT  -        1172.470 (meters)    3846.68  (feet)  COMP
 PX0296  MODELED GRAV-     980,163.6   (mgal)                       NAVD 88
 PX0296  OBS GRAVITY -     980,163.6   (mgal)                       GRAV_OBS
 PX0296
 PX0296  VERT ORDER  -  FIRST     CLASS II
 PX0296
 PX0296.The horizontal coordinates were scaled from a topographic map and have
 PX0296.an estimated accuracy of +/- 6 seconds.
 PX0296
 PX0296.The orthometric height was determined by differential leveling
 PX0296.and adjusted by the National Geodetic Survey in June 1991..
 PX0296
 PX0296.The geoid height was determined by GEOID03.
 PX0296
 PX0296.The dynamic height is computed by dividing the NAVD 88
 PX0296.geopotential number by the normal gravity value computed on the
 PX0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0296.degrees latitude (g = 980.6199 gals.).
 PX0296
 PX0296.The modeled gravity was interpolated from observed gravity values.
 PX0296.The observed gravity was obtained from relative gravimeter ties
 PX0296.to the IGSN71 gravity network.
 PX0296
 PX0296;                    North         East    Units  Estimated Accuracy
 PX0296;SPC WYEC     -   531,580.      344,020.      MT  (+/- 180 meters Scaled)
 PX0296
 PX0296                          SUPERSEDED SURVEY CONTROL
 PX0296
 PX0296  NGVD 29 (06/08/92) 1172.159  (m)         3845.66   (f) ADJUSTED    1 2
 PX0296
 PX0296.Superseded values are not recommended for survey control.
 PX0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0296.See file dsdata.txt to determine how the superseded data were derived.
 PX0296
 PX0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ361187(NAD 83)
 PX0296_MARKER: DB = BENCH MARK DISK
 PX0296_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PX0296_SP_SET: ABUTMENT
 PX0296_STAMPING: A 333 1982
 PX0296_MARK LOGO: NGS   
 PX0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0296+STABILITY: POSITION/ELEVATION WELL
 PX0296
 PX0296  HISTORY     - Date     Condition        Report By
 PX0296  HISTORY     - 1982     MONUMENTED       NGS
 PX0296
 PX0296                          STATION DESCRIPTION
 PX0296
 PX0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0296'IN BASIN.
 PX0296'IN BASIN, AT THE INTERSECTION OF E STREET AND THE BIG HORN RIVER, IN
 PX0296'TOP OF AND 1.9 METERS (6.2 FT) SOUTH OF THE NORTH END OF THE WEST
 PX0296'CONCRETE ABUTMENT OF THE STREET OVERPASS OF THE RIVER AND 3.3 METERS
 PX0296'(10.8 FT) NORTH OF THE CENTER OF THE STREET.
 PX0296'THE MARK IS 0.2 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0224 ***********************************************************************
 NR0224  DESIGNATION -  A 334
 NR0224  PID         -  NR0224
 NR0224  STATE/COUNTY-  WY/NATRONA
 NR0224  USGS QUAD   -  BISHOP (1978)
 NR0224
 NR0224                         *CURRENT SURVEY CONTROL
 NR0224  ___________________________________________________________________
 NR0224* NAD 83(1993)-  42 53 23.93559(N)    106 28 06.56398(W)     ADJUSTED  
 NR0224* NAVD 88     -      1618.815  (meters)    5311.06   (feet)  ADJUSTED  
 NR0224  ___________________________________________________________________
 NR0224  X           -  -1,327,136.743 (meters)                     COMP
 NR0224  Y           -  -4,489,403.502 (meters)                     COMP
 NR0224  Z           -   4,319,647.926 (meters)                     COMP
 NR0224  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 NR0224  ELLIP HEIGHT-        1605.69  (meters)          (02/28/01) GPS OBS
 NR0224  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0224  DYNAMIC HT  -        1617.812 (meters)    5307.77  (feet)  COMP
 NR0224  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 NR0224
 NR0224  HORZ ORDER  -  A
 NR0224  VERT ORDER  -  FIRST     CLASS II
 NR0224  ELLP ORDER  -  SECOND    CLASS I
 NR0224
 NR0224.The horizontal coordinates were established by GPS observations
 NR0224.and adjusted by the National Geodetic Survey in February 2001..
 NR0224
 NR0224.The orthometric height was determined by differential leveling
 NR0224.and adjusted by the National Geodetic Survey in June 1991..
 NR0224
 NR0224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NR0224
 NR0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0224
 NR0224.The ellipsoidal height was determined by GPS observations
 NR0224.and is referenced to NAD 83.
 NR0224
 NR0224.The geoid height was determined by GEOID03.
 NR0224
 NR0224.The dynamic height is computed by dividing the NAVD 88
 NR0224.geopotential number by the normal gravity value computed on the
 NR0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0224.degrees latitude (g = 980.6199 gals.).
 NR0224
 NR0224.The modeled gravity was interpolated from observed gravity values.
 NR0224
 NR0224;                    North         East     Units Scale Factor Converg.
 NR0224;SPC WYEC     -   365,795.341   470,641.638   MT  0.99999887   +0 35 19.1
 NR0224;UTM  13      - 4,749,643.551   380,091.480   MT  0.99977688   -0 59 58.4
 NR0224
 NR0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0224!SPC WYEC     -   0.99974825  x   0.99999887  =   0.99974712
 NR0224!UTM  13      -   0.99974825  x   0.99977688  =   0.99952519
 NR0224
 NR0224                          SUPERSEDED SURVEY CONTROL
 NR0224
 NR0224  NAVD 88 (02/28/01) 1618.82   (m)         5311.1    (f) LEVELING    3  
 NR0224  NGVD 29 (06/08/92) 1617.942  (m)         5308.20   (f) ADJUSTED    1 2
 NR0224
 NR0224.Superseded values are not recommended for survey control.
 NR0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0224.See file dsdata.txt to determine how the superseded data were derived.
 NR0224
 NR0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8009149644(NAD 83)
 NR0224_MARKER: F = FLANGE-ENCASED ROD
 NR0224_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NR0224_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NR0224_STAMPING: A 334 1982
 NR0224_MARK LOGO: NGS   
 NR0224_PROJECTION: FLUSH
 NR0224_MAGNETIC: I = MARKER IS A STEEL ROD
 NR0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NR0224+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 NR0224_ROD/PIPE-DEPTH: 17.1 meters
 NR0224_SLEEVE-DEPTH  : 9.4 meters
 NR0224
 NR0224  HISTORY     - Date     Condition        Report By
 NR0224  HISTORY     - 1982     MONUMENTED       NGS
 NR0224  HISTORY     - 19990715 GOOD             BLM
 NR0224  HISTORY     - 20010808 GOOD             NGS
 NR0224
 NR0224                          STATION DESCRIPTION
 NR0224
 NR0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0224'11.0 KM (6.85 MI) NW FROM CASPER.
 NR0224'11.0 KM (6.85 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0224'JUNCTION WITH INTERSTATE HIGHWAY HIGHWAY 25 IN CASPER, 0.3 KM (0.2 MI)
 NR0224'WEST OF THE INTERSECTION OF A PAVED ROAD LEADING NORTH TO THE NATRONA
 NR0224'COUNTY INTERNATIONAL AIRPORT, 35.0 METERS (114.8 FT) NORTH OF THE
 NR0224'CENTERLINE OF THE HIGHWAY, 21.3 METERS (69.9 FT) NORTHEAST OF THE
 NR0224'NORTHEAST END OF A BOX CULVERT AND 10.0 METERS (32.8 FT) EAST OF A
 NR0224'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0224'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST AND FENCE
 NR0224'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 NR0224
 NR0224                          STATION RECOVERY (1999)
 NR0224
 NR0224'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1999 (SSS)
 NR0224'RECOVERED AS DESCRIBED.
 NR0224
 NR0224                          STATION RECOVERY (2001)
 NR0224
 NR0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 NR0224'RECOVERED AS DESCRIBED.
 NR0224'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0265 ***********************************************************************
 OV0265  DESIGNATION -  A 335
 OV0265  PID         -  OV0265
 OV0265  STATE/COUNTY-  WY/NATRONA
 OV0265  USGS QUAD   -  NATRONA (1968)
 OV0265
 OV0265                         *CURRENT SURVEY CONTROL
 OV0265  ___________________________________________________________________
 OV0265* NAD 83(1986)-  43 01 47.     (N)    106 46 45.     (W)     SCALED    
 OV0265* NAVD 88     -      1699.498  (meters)    5575.77   (feet)  ADJUSTED  
 OV0265  ___________________________________________________________________
 OV0265  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OV0265  DYNAMIC HT  -        1698.417 (meters)    5572.22  (feet)  COMP
 OV0265  MODELED GRAV-     979,923.7   (mgal)                       NAVD 88
 OV0265
 OV0265  VERT ORDER  -  FIRST     CLASS II
 OV0265
 OV0265.The horizontal coordinates were scaled from a topographic map and have
 OV0265.an estimated accuracy of +/- 6 seconds.
 OV0265
 OV0265.The orthometric height was determined by differential leveling
 OV0265.and adjusted by the National Geodetic Survey in June 1991..
 OV0265
 OV0265.The geoid height was determined by GEOID03.
 OV0265
 OV0265.The dynamic height is computed by dividing the NAVD 88
 OV0265.geopotential number by the normal gravity value computed on the
 OV0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0265.degrees latitude (g = 980.6199 gals.).
 OV0265
 OV0265.The modeled gravity was interpolated from observed gravity values.
 OV0265
 OV0265;                    North         East    Units  Estimated Accuracy
 OV0265;SPC WYEC     -   381,110.      445,160.      MT  (+/- 180 meters Scaled)
 OV0265
 OV0265                          SUPERSEDED SURVEY CONTROL
 OV0265
 OV0265  NGVD 29 (06/08/92) 1698.573  (m)         5572.73   (f) ADJUSTED    1 2
 OV0265
 OV0265.Superseded values are not recommended for survey control.
 OV0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0265.See file dsdata.txt to determine how the superseded data were derived.
 OV0265
 OV0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH550656(NAD 83)
 OV0265_MARKER: I = METAL ROD
 OV0265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0265_SP_SET: STAINLESS STEEL ROD
 OV0265_STAMPING: A 335 1982
 OV0265_MARK LOGO: NGS   
 OV0265_PROJECTION: FLUSH
 OV0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0265_ROD/PIPE-DEPTH: 11.9 meters
 OV0265
 OV0265  HISTORY     - Date     Condition        Report By
 OV0265  HISTORY     - 1982     MONUMENTED       NGS
 OV0265
 OV0265                          STATION DESCRIPTION
 OV0265
 OV0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0265'34.8 KM (21.6 MI) EAST FROM WALTMAN.
 OV0265'34.8 KM (21.6 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0265'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, AT A UTILITY LINE CROSSING,
 OV0265'61.6 METERS (202.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 37.6
 OV0265'METERS (123.4 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 OV0265'RAILROAD AND 9.4 METERS (30.8 FT) NORTH-NORTHEAST OF A UTILITY POLE.
 OV0265'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0265'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OV0265'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0290 ***********************************************************************
 NR0290  DESIGNATION -  A 336
 NR0290  PID         -  NR0290
 NR0290  STATE/COUNTY-  WY/CARBON
 NR0290  USGS QUAD   -  SAVAGE PEAK (1981)
 NR0290
 NR0290                         *CURRENT SURVEY CONTROL
 NR0290  ___________________________________________________________________
 NR0290* NAD 83(1986)-  42 25 12.     (N)    107 16 35.     (W)     SCALED    
 NR0290* NAVD 88     -      1858.721  (meters)    6098.15   (feet)  ADJUSTED  
 NR0290  ___________________________________________________________________
 NR0290  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 NR0290  DYNAMIC HT  -        1857.407 (meters)    6093.84  (feet)  COMP
 NR0290  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 NR0290
 NR0290  VERT ORDER  -  FIRST     CLASS II
 NR0290
 NR0290.The horizontal coordinates were scaled from a topographic map and have
 NR0290.an estimated accuracy of +/- 6 seconds.
 NR0290
 NR0290.The orthometric height was determined by differential leveling
 NR0290.and adjusted by the National Geodetic Survey in June 1991..
 NR0290
 NR0290.The geoid height was determined by GEOID03.
 NR0290
 NR0290.The dynamic height is computed by dividing the NAVD 88
 NR0290.geopotential number by the normal gravity value computed on the
 NR0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0290.degrees latitude (g = 980.6199 gals.).
 NR0290
 NR0290.The modeled gravity was interpolated from observed gravity values.
 NR0290
 NR0290;                    North         East    Units  Estimated Accuracy
 NR0290;SPC WYEC     -   313,230.      404,690.      MT  (+/- 180 meters Scaled)
 NR0290
 NR0290                          SUPERSEDED SURVEY CONTROL
 NR0290
 NR0290  NGVD 29 (06/08/92) 1857.745  (m)         6094.95   (f) ADJUSTED    1 2
 NR0290
 NR0290.Superseded values are not recommended for survey control.
 NR0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0290.See file dsdata.txt to determine how the superseded data were derived.
 NR0290
 NR0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG127989(NAD 83)
 NR0290_MARKER: I = METAL ROD
 NR0290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0290_SP_SET: STAINLESS STEEL ROD
 NR0290_STAMPING: A 336 1982
 NR0290_MARK LOGO: NGS   
 NR0290_PROJECTION: FLUSH
 NR0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0290_ROD/PIPE-DEPTH: 6.7  meters
 NR0290
 NR0290  HISTORY     - Date     Condition        Report By
 NR0290  HISTORY     - 1982     MONUMENTED       NGS
 NR0290
 NR0290                          STATION DESCRIPTION
 NR0290
 NR0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0290'15.3 KM (9.5 MI) NE FROM MUDDY GAP.
 NR0290'15.3 KM (9.5 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0290'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0290'45.4 METERS (148.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 NR0290'6.7 METERS (22.0 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE.
 NR0290'NOTE, ACCESS TO  THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0290'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NR0290'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0455 ***********************************************************************
 MP0455  DESIGNATION -  A 337
 MP0455  PID         -  MP0455
 MP0455  STATE/COUNTY-  WY/CARBON
 MP0455  USGS QUAD   -  RAWLINS (1981)
 MP0455
 MP0455                         *CURRENT SURVEY CONTROL
 MP0455  ___________________________________________________________________
 MP0455* NAD 83(1986)-  41 48 27.     (N)    107 13 48.     (W)     SCALED    
 MP0455* NAVD 88     -      2086.210  (meters)    6844.51   (feet)  ADJUSTED  
 MP0455  ___________________________________________________________________
 MP0455  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 MP0455  DYNAMIC HT  -        2084.445 (meters)    6838.72  (feet)  COMP
 MP0455  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 MP0455
 MP0455  VERT ORDER  -  FIRST     CLASS II
 MP0455
 MP0455.The horizontal coordinates were scaled from a topographic map and have
 MP0455.an estimated accuracy of +/- 6 seconds.
 MP0455
 MP0455.The orthometric height was determined by differential leveling
 MP0455.and adjusted by the National Geodetic Survey in June 1991..
 MP0455
 MP0455.The geoid height was determined by GEOID03.
 MP0455
 MP0455.The dynamic height is computed by dividing the NAVD 88
 MP0455.geopotential number by the normal gravity value computed on the
 MP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0455.degrees latitude (g = 980.6199 gals.).
 MP0455
 MP0455.The modeled gravity was interpolated from observed gravity values.
 MP0455
 MP0455;                    North         East    Units  Estimated Accuracy
 MP0455;SPC WYEC     -   245,200.      408,590.      MT  (+/- 180 meters Scaled)
 MP0455
 MP0455                          SUPERSEDED SURVEY CONTROL
 MP0455
 MP0455  NGVD 29 (06/08/92) 2085.064  (m)         6840.75   (f) ADJUSTED    1 2
 MP0455
 MP0455.Superseded values are not recommended for survey control.
 MP0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0455.See file dsdata.txt to determine how the superseded data were derived.
 MP0455
 MP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG147308(NAD 83)
 MP0455_MARKER: DB = BENCH MARK DISK
 MP0455_SETTING: 66 = SET IN ROCK OUTCROP
 MP0455_SP_SET: BEDROCK
 MP0455_STAMPING: A 337 1982
 MP0455_MARK LOGO: NGS   
 MP0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0455+STABILITY: POSITION/ELEVATION WELL
 MP0455
 MP0455  HISTORY     - Date     Condition        Report By
 MP0455  HISTORY     - 1982     MONUMENTED       NGS
 MP0455  HISTORY     - 1983     GOOD             NGS
 MP0455  HISTORY     - 1983     GOOD             NGS
 MP0455  HISTORY     - 1987     GOOD             NGS
 MP0455
 MP0455                          STATION DESCRIPTION
 MP0455
 MP0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0455'2.6 KM (1.6 MI) NORTH FROM RAWLINS.
 MP0455'2.6 KM (1.6 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0455'WITH U.S. HIGHWAY 30 IN RAWLINS, AT A UTILITY LINE CROSSING, IN THE
 MP0455'CENTER OF A 6 BY 49 FT. EXPOSED AREA OF OUTCROPPING BEDROCK, 32.6
 MP0455'METERS (107.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 19.0
 MP0455'METERS (62.3 FT) NORTHEAST OF A UTILITY POLE WITH 2 GUY WIRES.
 MP0455'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MP0455'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 MP0455
 MP0455                          STATION RECOVERY (1983)
 MP0455
 MP0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0455'RECOVERED IN GOOD CONDITION.
 MP0455
 MP0455                          STATION RECOVERY (1983)
 MP0455
 MP0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0455'RECOVERED IN GOOD CONDITION.
 MP0455
 MP0455                          STATION RECOVERY (1987)
 MP0455
 MP0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MP0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0270 ***********************************************************************
 NR0270  DESIGNATION -  A 338
 NR0270  PID         -  NR0270
 NR0270  STATE/COUNTY-  WY/NATRONA
 NR0270  USGS QUAD   -  BENTON BASIN (1984)
 NR0270
 NR0270                         *CURRENT SURVEY CONTROL
 NR0270  ___________________________________________________________________
 NR0270* NAD 83(1993)-  42 33 24.57551(N)    106 50 24.94003(W)     ADJUSTED  
 NR0270* NAVD 88     -      1934.144  (meters)    6345.60   (feet)  ADJUSTED  
 NR0270  ___________________________________________________________________
 NR0270  X           -  -1,363,582.250 (meters)                     COMP
 NR0270  Y           -  -4,504,959.205 (meters)                     COMP
 NR0270  Z           -   4,292,666.399 (meters)                     COMP
 NR0270  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 NR0270  ELLIP HEIGHT-        1921.76  (meters)          (02/28/01) GPS OBS
 NR0270  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 NR0270  DYNAMIC HT  -        1932.795 (meters)    6341.18  (feet)  COMP
 NR0270  MODELED GRAV-     979,853.9   (mgal)                       NAVD 88
 NR0270
 NR0270  HORZ ORDER  -  A
 NR0270  VERT ORDER  -  FIRST     CLASS II
 NR0270  ELLP ORDER  -  SECOND    CLASS I
 NR0270
 NR0270.The horizontal coordinates were established by GPS observations
 NR0270.and adjusted by the National Geodetic Survey in February 2001..
 NR0270
 NR0270.The orthometric height was determined by differential leveling
 NR0270.and adjusted by the National Geodetic Survey in June 1991..
 NR0270
 NR0270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NR0270
 NR0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0270
 NR0270.The ellipsoidal height was determined by GPS observations
 NR0270.and is referenced to NAD 83.
 NR0270
 NR0270.The geoid height was determined by GEOID03.
 NR0270
 NR0270.The dynamic height is computed by dividing the NAVD 88
 NR0270.geopotential number by the normal gravity value computed on the
 NR0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0270.degrees latitude (g = 980.6199 gals.).
 NR0270
 NR0270.The modeled gravity was interpolated from observed gravity values.
 NR0270
 NR0270;                    North         East     Units Scale Factor Converg.
 NR0270;SPC WYEC     -   328,543.249   440,490.841   MT  0.99995766   +0 20 00.5
 NR0270;UTM  13      - 4,713,244.179   348,927.596   MT  0.99988080   -1 14 41.4
 NR0270
 NR0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0270!SPC WYEC     -   0.99969870  x   0.99995766  =   0.99965637
 NR0270!UTM  13      -   0.99969870  x   0.99988080  =   0.99957953
 NR0270
 NR0270                          SUPERSEDED SURVEY CONTROL
 NR0270
 NR0270  NAVD 88 (02/28/01) 1934.14   (m)         6345.6    (f) LEVELING    3  
 NR0270  NGVD 29 (06/08/92) 1933.194  (m)         6342.49   (f) ADJUSTED    1 2
 NR0270
 NR0270.Superseded values are not recommended for survey control.
 NR0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0270.See file dsdata.txt to determine how the superseded data were derived.
 NR0270
 NR0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH4892813244(NAD 83)
 NR0270_MARKER: I = METAL ROD
 NR0270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0270_SP_SET: STAINLESS STEEL ROD
 NR0270_STAMPING: A 338 1982
 NR0270_MARK LOGO: NGS   
 NR0270_PROJECTION: FLUSH
 NR0270_MAGNETIC: I = MARKER IS A STEEL ROD
 NR0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NR0270+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1999
 NR0270_ROD/PIPE-DEPTH: 3.4  meters
 NR0270
 NR0270  HISTORY     - Date     Condition        Report By
 NR0270  HISTORY     - 1982     MONUMENTED       NGS
 NR0270  HISTORY     - 19990902 GOOD             BLM
 NR0270
 NR0270                          STATION DESCRIPTION
 NR0270
 NR0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0270'53.1 KM (33.0 MI) SW FROM CASPER.
 NR0270'53.1 KM (33.0 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0270'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.5 KM (0.3 MI) EAST OF
 NR0270'MILEPOST 80, 0.5 KM (0.3 MI) WEST OF A PAVED ROAD LEADING SOUTH TO
 NR0270'PATHFINDER DAM, 40.2 METERS (131.9 FT) NORTHEAST OF THE CENTERLINE OF
 NR0270'THE HIGHWAY, 28.1 METERS (92.2 FT) NORTHEAST OF THE NORTHEAST END OF A
 NR0270'CONCRETE DRAINAGE PIPE AND 8.4 KM (27.6 FT) NORTHWEST OF THE CENTER OF
 NR0270'A FIELD ENTRANCE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NR0270'LOGO CAP.
 NR0270'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 NR0270'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 NR0270
 NR0270                          STATION RECOVERY (1999)
 NR0270
 NR0270'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1999 (MDL)
 NR0270'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0701 ***********************************************************************
 PY0701  DESIGNATION -  A 339
 PY0701  PID         -  PY0701
 PY0701  STATE/COUNTY-  WY/PARK
 PY0701  USGS QUAD   -  MAMMOTH (1986)
 PY0701
 PY0701                         *CURRENT SURVEY CONTROL
 PY0701  ___________________________________________________________________
 PY0701* NAD 83(1986)-  44 57 58.     (N)    110 42 35.     (W)     SCALED    
 PY0701* NAVD 88     -      2016.954  (meters)    6617.29   (feet)  ADJUSTED  
 PY0701  ___________________________________________________________________
 PY0701  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0701  DYNAMIC HT  -        2015.883 (meters)    6613.78  (feet)  COMP
 PY0701  MODELED GRAV-     980,013.7   (mgal)                       NAVD 88
 PY0701
 PY0701  VERT ORDER  -  FIRST     CLASS II
 PY0701
 PY0701.The horizontal coordinates were scaled from a topographic map and have
 PY0701.an estimated accuracy of +/- 6 seconds.
 PY0701
 PY0701.The orthometric height was determined by differential leveling
 PY0701.and adjusted by the National Geodetic Survey in June 1991..
 PY0701
 PY0701.The geoid height was determined by GEOID03.
 PY0701
 PY0701.The dynamic height is computed by dividing the NAVD 88
 PY0701.geopotential number by the normal gravity value computed on the
 PY0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0701.degrees latitude (g = 980.6199 gals.).
 PY0701
 PY0701.The modeled gravity was interpolated from observed gravity values.
 PY0701
 PY0701;                    North         East    Units  Estimated Accuracy
 PY0701;SPC WYWC     -   497,970.      445,400.      MT  (+/- 180 meters Scaled)
 PY0701
 PY0701                          SUPERSEDED SURVEY CONTROL
 PY0701
 PY0701  NGVD 29 (08/20/92) 2015.723  (m)         6613.25   (f) ADJUSTED    1 2
 PY0701
 PY0701.Superseded values are not recommended for survey control.
 PY0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0701.See file dsdata.txt to determine how the superseded data were derived.
 PY0701
 PY0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ228792(NAD 83)
 PY0701_MARKER: DB = BENCH MARK DISK
 PY0701_SETTING: 66 = SET IN ROCK OUTCROP
 PY0701_SP_SET: BEDROCK
 PY0701_STAMPING: A 339 1983
 PY0701_MARK LOGO: NGS   
 PY0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0701+STABILITY: POSITION/ELEVATION WELL
 PY0701
 PY0701  HISTORY     - Date     Condition        Report By
 PY0701  HISTORY     - 1983     MONUMENTED       NGS
 PY0701  HISTORY     - 1987     GOOD             NGS
 PY0701
 PY0701                          STATION DESCRIPTION
 PY0701
 PY0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0701'3.5 KM (2.2 MI) SOUTH FROM MAMMOTH HOT SPRINGS.
 PY0701'3.5 KM (2.2 MI) SOUTHERLY ALONG THE MAMMOTH HOT SPRINGS-NORRIS
 PY0701'JUNCTION HIGHWAY FROM THE POST OFFICE IN MAMMOTH HOT SPRINGS, IN TOP
 PY0701'OF THE NORTH END OF A LEDGE ALONG THE WEST SIDE OF MAMMOTH TERRACE
 PY0701'DRIVE, 38.1 METERS (125.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 PY0701'14.5 METERS (47.6 FT) NORTH OF A SIGN (MAMMOTH TERRACE DRIVE), AND 5.5
 PY0701'METERS (18.0 FT) WEST OF THE CENTER OF THE DRIVE.
 PY0701'THE MARK IS 1.0 M ABOVE THE DRIVE.
 PY0701
 PY0701                          STATION RECOVERY (1987)
 PY0701
 PY0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0484 ***********************************************************************
 MP0484  DESIGNATION -  A 339 X
 MP0484  PID         -  MP0484
 MP0484  STATE/COUNTY-  WY/CARBON
 MP0484  USGS QUAD   -  HANNA (1982)
 MP0484
 MP0484                         *CURRENT SURVEY CONTROL
 MP0484  ___________________________________________________________________
 MP0484* NAD 83(1986)-  41 51 12.     (N)    106 37 07.     (W)     SCALED    
 MP0484* NAVD 88     -      2101.636  (meters)    6895.12   (feet)  ADJUSTED  
 MP0484  ___________________________________________________________________
 MP0484  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 MP0484  DYNAMIC HT  -        2099.732 (meters)    6888.87  (feet)  COMP
 MP0484  MODELED GRAV-     979,642.7   (mgal)                       NAVD 88
 MP0484
 MP0484  VERT ORDER  -  FIRST     CLASS II
 MP0484
 MP0484.The horizontal coordinates were scaled from a topographic map and have
 MP0484.an estimated accuracy of +/- 6 seconds.
 MP0484
 MP0484.The orthometric height was determined by differential leveling
 MP0484.and adjusted by the National Geodetic Survey in June 1991..
 MP0484
 MP0484.The geoid height was determined by GEOID03.
 MP0484
 MP0484.The dynamic height is computed by dividing the NAVD 88
 MP0484.geopotential number by the normal gravity value computed on the
 MP0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0484.degrees latitude (g = 980.6199 gals.).
 MP0484
 MP0484.The modeled gravity was interpolated from observed gravity values.
 MP0484
 MP0484;                    North         East    Units  Estimated Accuracy
 MP0484;SPC WYEC     -   250,540.      459,350.      MT  (+/- 180 meters Scaled)
 MP0484
 MP0484                          SUPERSEDED SURVEY CONTROL
 MP0484
 MP0484  NGVD 29 (06/08/92) 2100.365  (m)         6890.95   (f) ADJUSTED    1 2
 MP0484
 MP0484.Superseded values are not recommended for survey control.
 MP0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0484.See file dsdata.txt to determine how the superseded data were derived.
 MP0484
 MP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG656347(NAD 83)
 MP0484_MARKER: DB = BENCH MARK DISK
 MP0484_SETTING: 66 = SET IN ROCK OUTCROP
 MP0484_SP_SET: ROCK OUTCROP
 MP0484_STAMPING: A 339 X 1983
 MP0484_MARK LOGO: NGS   
 MP0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0484+STABILITY: POSITION/ELEVATION WELL
 MP0484
 MP0484  HISTORY     - Date     Condition        Report By
 MP0484  HISTORY     - 1983     MONUMENTED       NGS
 MP0484
 MP0484                          STATION DESCRIPTION
 MP0484
 MP0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0484'5.0 KM (3.1 MI) WEST FROM HANNA.
 MP0484'5.0 KM (3.1 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0484'STATION IN HANNA, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 646, AT THE
 MP0484'CENTER OF A RAILROAD CUT, 146.3 METERS (480.0 FT) NORTHEAST OF THE
 MP0484'SOUTHWEST END OF A RAILROAD CUT, AND 10.0 METERS (32.8 FT) NORTHWEST
 MP0484'OF THE NEAR RAIL.
 MP0484'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MP0484'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0243 ***********************************************************************
 OU0243  DESIGNATION -  A 34
 OU0243  PID         -  OU0243
 OU0243  STATE/COUNTY-  WY/CAMPBELL
 OU0243  USGS QUAD   -  ARTESIAN DRAW (1954)
 OU0243
 OU0243                         *CURRENT SURVEY CONTROL
 OU0243  ___________________________________________________________________
 OU0243* NAD 83(1986)-  43 33 47.     (N)    105 55 17.     (W)     SCALED    
 OU0243* NAVD 88     -      1677.773  (meters)    5504.49   (feet)  ADJUSTED  
 OU0243  ___________________________________________________________________
 OU0243  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 OU0243  DYNAMIC HT  -        1676.800 (meters)    5501.30  (feet)  COMP
 OU0243  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 OU0243  OBS GRAVITY -     979,975.9   (mgal)                       GRAV_OBS
 OU0243
 OU0243  VERT ORDER  -  FIRST     CLASS II
 OU0243
 OU0243.The horizontal coordinates were scaled from a topographic map and have
 OU0243.an estimated accuracy of +/- 6 seconds.
 OU0243
 OU0243.The orthometric height was determined by differential leveling
 OU0243.and adjusted by the National Geodetic Survey in June 1991..
 OU0243
 OU0243.The geoid height was determined by GEOID03.
 OU0243
 OU0243.The dynamic height is computed by dividing the NAVD 88
 OU0243.geopotential number by the normal gravity value computed on the
 OU0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0243.degrees latitude (g = 980.6199 gals.).
 OU0243
 OU0243.The modeled gravity was interpolated from observed gravity values.
 OU0243.The observed gravity was obtained from relative gravimeter ties
 OU0243.to the IGSN71 gravity network.
 OU0243
 OU0243;                    North         East    Units  Estimated Accuracy
 OU0243;SPC WY E     -   340,480.      139,030.      MT  (+/- 180 meters Scaled)
 OU0243
 OU0243                          SUPERSEDED SURVEY CONTROL
 OU0243
 OU0243  NGVD 29 (06/08/92) 1676.926  (m)         5501.71   (f) ADJUSTED    1 2
 OU0243
 OU0243.Superseded values are not recommended for survey control.
 OU0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0243.See file dsdata.txt to determine how the superseded data were derived.
 OU0243
 OU0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ255237(NAD 83)
 OU0243_MARKER: DB = BENCH MARK DISK
 OU0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0243_SP_SET: CONCRETE POST
 OU0243_STAMPING: A 34 1933
 OU0243_MARK LOGO: CGS   
 OU0243_PROJECTION: PROJECTING 15 CENTIMETERS
 OU0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0243+STABILITY: SURFACE MOTION
 OU0243
 OU0243  HISTORY     - Date     Condition        Report By
 OU0243  HISTORY     - 1933     MONUMENTED       CGS
 OU0243  HISTORY     - 1955     GOOD             USGS
 OU0243  HISTORY     - 1985     GOOD             NGS
 OU0243
 OU0243                          STATION DESCRIPTION
 OU0243
 OU0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0243'8.8 MI SW FROM PINE TREE.
 OU0243'8.8 MILES SOUTHWEST ALONG THE MIDWEST ROAD (OLD STATE HIGHWAY
 OU0243'316) FROM THE POST OFFICE AND STORE AT PINE TREE, CAMPBELL
 OU0243'COUNTY, 160 YARDS NORTH OF THE INTERSECTION OF THE OLD AND
 OU0243'NEW HIGHWAYS, AND 30 FEET WEST OF THE CENTER LINE OF THE OLD
 OU0243'HIGHWAY.  A STANDARD DISK, STAMPED A 34 1933 AND SET IN THE
 OU0243'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OU0243
 OU0243                          STATION RECOVERY (1955)
 OU0243
 OU0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 OU0243'RECOVERED IN GOOD CONDITION.
 OU0243
 OU0243                          STATION RECOVERY (1985)
 OU0243
 OU0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0243'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  13.12 KM
 OU0243'(8.15 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM PINE TREE JUNCTION,
 OU0243'IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD LEADING NORTH
 OU0243'AND SOUTH AT THE TOP OF A LONG DOWN GRADE TO THE WEST, 0.63 KM
 OU0243'(0.39 MI) WEST OF THE BOZEMAN TRAIL HISTORICAL MARKER, 135.0 METERS
 OU0243'(443 FT) NORTH OF THE HIGHWAY CENTERLINE, 146.6 METERS (481 FT)
 OU0243'NORTH-NORTHEAST OF MILEPOST 124, 17.1 METERS (56 FT) WEST OF THE
 OU0243'CENTER OF THE ROAD AND 14.9 METERS (49 FT) EAST OF A NORTH-SOUTH
 OU0243'FENCE.
 OU0243'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 OU0243'THE MARK IS 0.5 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0349 ***********************************************************************
 MQ0349  DESIGNATION -  A 340
 MQ0349  PID         -  MQ0349
 MQ0349  STATE/COUNTY-  WY/SWEETWATER
 MQ0349  USGS QUAD   -  PERU (1980)
 MQ0349
 MQ0349                         *CURRENT SURVEY CONTROL
 MQ0349  ___________________________________________________________________
 MQ0349* NAD 83(1986)-  41 33 19.     (N)    109 35 26.     (W)     SCALED    
 MQ0349* NAVD 88     -      1964.828  (meters)    6446.27   (feet)  ADJUSTED  
 MQ0349  ___________________________________________________________________
 MQ0349  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 MQ0349  DYNAMIC HT  -        1963.107 (meters)    6440.63  (feet)  COMP
 MQ0349  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 MQ0349
 MQ0349  VERT ORDER  -  FIRST     CLASS II
 MQ0349
 MQ0349.The horizontal coordinates were scaled from a topographic map and have
 MQ0349.an estimated accuracy of +/- 6 seconds.
 MQ0349
 MQ0349.The orthometric height was determined by differential leveling
 MQ0349.and adjusted by the National Geodetic Survey in June 1991..
 MQ0349
 MQ0349.The geoid height was determined by GEOID03.
 MQ0349
 MQ0349.The dynamic height is computed by dividing the NAVD 88
 MQ0349.geopotential number by the normal gravity value computed on the
 MQ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0349.degrees latitude (g = 980.6199 gals.).
 MQ0349
 MQ0349.The modeled gravity was interpolated from observed gravity values.
 MQ0349
 MQ0349;                    North         East    Units  Estimated Accuracy
 MQ0349;SPC WYWC     -   117,530.      529,880.      MT  (+/- 180 meters Scaled)
 MQ0349
 MQ0349                          SUPERSEDED SURVEY CONTROL
 MQ0349
 MQ0349  NGVD 29 (06/08/92) 1963.493  (m)         6441.89   (f) ADJUSTED    1 2
 MQ0349
 MQ0349.Superseded values are not recommended for survey control.
 MQ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0349.See file dsdata.txt to determine how the superseded data were derived.
 MQ0349
 MQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM175013(NAD 83)
 MQ0349_MARKER: DB = BENCH MARK DISK
 MQ0349_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MQ0349_SP_SET: PIER
 MQ0349_STAMPING: A 340 1983
 MQ0349_MARK LOGO: NGS   
 MQ0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0349+STABILITY: POSITION/ELEVATION WELL
 MQ0349
 MQ0349  HISTORY     - Date     Condition        Report By
 MQ0349  HISTORY     - 1983     MONUMENTED       NGS
 MQ0349
 MQ0349                          STATION DESCRIPTION
 MQ0349
 MQ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0349'11.8 KM (7.35 MI) WEST FROM GREEN RIVER.
 MQ0349'11.8 KM (7.35 MI) WESTERLY ALONG STATE HIGHWAY 374 FROM THE POST
 MQ0349'OFFICE IN GREEN RIVER, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 MQ0349'MOST NORTHEASTERLY ONE OF THREE PIERS OF EXIT 83 OVERPASS, 8.8 METERS
 MQ0349'(28.9 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 MQ0349'INTERSTATE HIGHWAY, AND 4.2 METERS (13.8 FT) NORTHEAST OF THE CENTER
 MQ0349'OF THE STATE HIGHWAY.
 MQ0349'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0365 ***********************************************************************
 MQ0365  DESIGNATION -  A 341
 MQ0365  PID         -  MQ0365
 MQ0365  STATE/COUNTY-  WY/SWEETWATER
 MQ0365  USGS QUAD   -  KANDA (1978)
 MQ0365
 MQ0365                         *CURRENT SURVEY CONTROL
 MQ0365  ___________________________________________________________________
 MQ0365* NAD 83(1986)-  41 34 09.     (N)    109 15 08.     (W)     SCALED    
 MQ0365* NAVD 88     -      1900.905  (meters)    6236.55   (feet)  ADJUSTED  
 MQ0365  ___________________________________________________________________
 MQ0365  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 MQ0365  DYNAMIC HT  -        1899.314 (meters)    6231.33  (feet)  COMP
 MQ0365  MODELED GRAV-     979,718.8   (mgal)                       NAVD 88
 MQ0365
 MQ0365  VERT ORDER  -  FIRST     CLASS II
 MQ0365
 MQ0365.The horizontal coordinates were scaled from a topographic map and have
 MQ0365.an estimated accuracy of +/- 6 seconds.
 MQ0365
 MQ0365.The orthometric height was determined by differential leveling
 MQ0365.and adjusted by the National Geodetic Survey in June 1991..
 MQ0365
 MQ0365.The geoid height was determined by GEOID03.
 MQ0365
 MQ0365.The dynamic height is computed by dividing the NAVD 88
 MQ0365.geopotential number by the normal gravity value computed on the
 MQ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0365.degrees latitude (g = 980.6199 gals.).
 MQ0365
 MQ0365.The modeled gravity was interpolated from observed gravity values.
 MQ0365
 MQ0365;                    North         East    Units  Estimated Accuracy
 MQ0365;SPC WYWC     -   118,850.      558,110.      MT  (+/- 180 meters Scaled)
 MQ0365
 MQ0365                          SUPERSEDED SURVEY CONTROL
 MQ0365
 MQ0365  NGVD 29 (06/08/92) 1899.631  (m)         6232.37   (f) ADJUSTED    1 2
 MQ0365
 MQ0365.Superseded values are not recommended for survey control.
 MQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0365.See file dsdata.txt to determine how the superseded data were derived.
 MQ0365
 MQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM457034(NAD 83)
 MQ0365_MARKER: I = METAL ROD
 MQ0365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0365_SP_SET: STAINLESS STEEL ROD
 MQ0365_STAMPING: A 341 1983
 MQ0365_MARK LOGO: NGS   
 MQ0365_PROJECTION: FLUSH
 MQ0365_MAGNETIC: I = MARKER IS A STEEL ROD
 MQ0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0365_ROD/PIPE-DEPTH: 16.8 meters
 MQ0365
 MQ0365  HISTORY     - Date     Condition        Report By
 MQ0365  HISTORY     - 1983     MONUMENTED       NGS
 MQ0365  HISTORY     - 19990112 GOOD             WYDT
 MQ0365
 MQ0365                          STATION DESCRIPTION
 MQ0365
 MQ0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0365'3.9 KM (2.4 MI) SW FROM ROCK SPRINGS.
 MQ0365'3.9 KM (2.4 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0365'THE STATION IN ROCK SPRINGS, 40.2 METERS (131.9 FT) NORTHEAST OF
 MQ0365'RAILROAD SIGN NUMBER 833.12, 21.5 METERS (70.5 FT) NORTHWEST OF THE
 MQ0365'NEAR RAIL, AND 1.7 METERS (5.6 FT) SOUTHWEST OF A UTILITY POLE.
 MQ0365'NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0365'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MQ0365'THE MARK IS 0.6 M BELOW THE TRACKS.
 MQ0365
 MQ0365                          STATION RECOVERY (1999)
 MQ0365
 MQ0365'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0365'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0365'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0449 ***********************************************************************
 MP0449  DESIGNATION -  A 342
 MP0449  PID         -  MP0449
 MP0449  STATE/COUNTY-  WY/CARBON
 MP0449  USGS QUAD   -  RAWLINS PEAK (1983)
 MP0449
 MP0449                         *CURRENT SURVEY CONTROL
 MP0449  ___________________________________________________________________
 MP0449* NAD 83(1986)-  41 46 10.     (N)    107 20 36.     (W)     SCALED    
 MP0449* NAVD 88     -      2106.073  (meters)    6909.67   (feet)  ADJUSTED  
 MP0449  ___________________________________________________________________
 MP0449  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 MP0449  DYNAMIC HT  -        2104.246 (meters)    6903.68  (feet)  COMP
 MP0449  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 MP0449
 MP0449  VERT ORDER  -  FIRST     CLASS II
 MP0449
 MP0449.The horizontal coordinates were scaled from a topographic map and have
 MP0449.an estimated accuracy of +/- 6 seconds.
 MP0449
 MP0449.The orthometric height was determined by differential leveling
 MP0449.and adjusted by the National Geodetic Survey in June 1991..
 MP0449
 MP0449.The geoid height was determined by GEOID03.
 MP0449
 MP0449.The dynamic height is computed by dividing the NAVD 88
 MP0449.geopotential number by the normal gravity value computed on the
 MP0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0449.degrees latitude (g = 980.6199 gals.).
 MP0449
 MP0449.The modeled gravity was interpolated from observed gravity values.
 MP0449
 MP0449;                    North         East    Units  Estimated Accuracy
 MP0449;SPC WYEC     -   240,970.      399,170.      MT  (+/- 180 meters Scaled)
 MP0449
 MP0449                          SUPERSEDED SURVEY CONTROL
 MP0449
 MP0449  NGVD 29 (06/08/92) 2104.872  (m)         6905.73   (f) ADJUSTED    1 2
 MP0449
 MP0449.Superseded values are not recommended for survey control.
 MP0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0449.See file dsdata.txt to determine how the superseded data were derived.
 MP0449
 MP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG052268(NAD 83)
 MP0449_MARKER: I = METAL ROD
 MP0449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0449_SP_SET: STAINLESS STEEL ROD
 MP0449_STAMPING: A 342 1983
 MP0449_MARK LOGO: NGS   
 MP0449_PROJECTION: FLUSH
 MP0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0449_ROD/PIPE-DEPTH: 9.1  meters
 MP0449
 MP0449  HISTORY     - Date     Condition        Report By
 MP0449  HISTORY     - 1983     MONUMENTED       NGS
 MP0449
 MP0449                          STATION DESCRIPTION
 MP0449
 MP0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0449'9.4 KM (5.85 MI) WEST FROM RAWLINS.
 MP0449'9.4 KM (5.85 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0449'STATION IN RAWLINS, 0.4 KM (0.25 MI) EAST OF MILEPOST 689, 25.2 METERS
 MP0449'(82.7 FT) NORTH OF THE NEAR RAIL, AND 11.2 METERS (36.7 FT) NORTHEAST
 MP0449'OF A UTILITY POLE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5
 MP0449'INCH LOGO CAP.
 MP0449'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 MP0449'THE MARK IS 0.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0498 ***********************************************************************
 MP0498  FBN         -  This is a Federal Base Network Control Station.
 MP0498  DESIGNATION -  A 343
 MP0498  PID         -  MP0498
 MP0498  STATE/COUNTY-  WY/CARBON
 MP0498  USGS QUAD   -  MEDICINE BOW (1971)
 MP0498
 MP0498                         *CURRENT SURVEY CONTROL
 MP0498  ___________________________________________________________________
 MP0498* NAD 83(1993)-  41 53 40.82180(N)    106 12 23.41762(W)     ADJUSTED  
 MP0498* NAVD 88     -      2000.639  (meters)    6563.76   (feet)  ADJUSTED  
 MP0498  ___________________________________________________________________
 MP0498  X           -  -1,327,483.543 (meters)                     COMP
 MP0498  Y           -  -4,567,292.810 (meters)                     COMP
 MP0498  Z           -   4,238,229.859 (meters)                     COMP
 MP0498  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 MP0498  ELLIP HEIGHT-        1987.56  (meters)          (02/28/01) GPS OBS
 MP0498  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 MP0498  DYNAMIC HT  -        1998.958 (meters)    6558.25  (feet)  COMP
 MP0498  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 MP0498
 MP0498  HORZ ORDER  -  A
 MP0498  VERT ORDER  -  FIRST     CLASS II
 MP0498  ELLP ORDER  -  SECOND    CLASS I
 MP0498
 MP0498.The horizontal coordinates were established by GPS observations
 MP0498.and adjusted by the National Geodetic Survey in February 2001..
 MP0498
 MP0498.The orthometric height was determined by differential leveling
 MP0498.and adjusted by the National Geodetic Survey in June 1991..
 MP0498
 MP0498.Photographs are available for this station.
 MP0498
 MP0498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0498
 MP0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0498
 MP0498.The ellipsoidal height was determined by GPS observations
 MP0498.and is referenced to NAD 83.
 MP0498
 MP0498.The geoid height was determined by GEOID03.
 MP0498
 MP0498.The dynamic height is computed by dividing the NAVD 88
 MP0498.geopotential number by the normal gravity value computed on the
 MP0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0498.degrees latitude (g = 980.6199 gals.).
 MP0498
 MP0498.The modeled gravity was interpolated from observed gravity values.
 MP0498
 MP0498;                    North         East     Units Scale Factor Converg.
 MP0498;SPC WYEC     -   255,493.557   493,507.211   MT  1.00004505   +0 45 09.0
 MP0498;UTM  13      - 4,638,785.691   399,914.713   MT  0.99972326   -0 48 20.6
 MP0498
 MP0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0498!SPC WYEC     -   0.99968836  x   1.00004505  =   0.99973340
 MP0498!UTM  13      -   0.99968836  x   0.99972326  =   0.99941171
 MP0498
 MP0498                          SUPERSEDED SURVEY CONTROL
 MP0498
 MP0498  NAVD 88 (02/28/01) 2000.64   (m)         6563.8    (f) LEVELING    3  
 MP0498  NGVD 29 (06/08/92) 1999.496  (m)         6560.01   (f) ADJUSTED    1 2
 MP0498
 MP0498.Superseded values are not recommended for survey control.
 MP0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0498.See file dsdata.txt to determine how the superseded data were derived.
 MP0498
 MP0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG9991538786(NAD 83)
 MP0498_MARKER: I = METAL ROD
 MP0498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0498_SP_SET: STAINLESS STEEL ROD
 MP0498_STAMPING: A 343 1983
 MP0498_MARK LOGO: NGS   
 MP0498_PROJECTION: FLUSH
 MP0498_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0498+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1999
 MP0498_ROD/PIPE-DEPTH: 5.2  meters
 MP0498
 MP0498  HISTORY     - Date     Condition        Report By
 MP0498  HISTORY     - 1983     MONUMENTED       NGS
 MP0498  HISTORY     - 19990725 GOOD             NGS
 MP0498
 MP0498                          STATION DESCRIPTION
 MP0498
 MP0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0498'0.5 KM (0.3 MI) WEST FROM MEDICINE BOW.
 MP0498'0.5 KM (0.3 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0498'STATION IN MEDICINE BOW, 15.4 METERS (50.5 FT) NORTH OF THE NEAR RAIL,
 MP0498'AND 1.5 METERS (4.9 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 MP0498'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0498'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MP0498'THE MARK IS 0.3 M BELOW THE TRACKS.
 MP0498
 MP0498                          STATION RECOVERY (1999)
 MP0498
 MP0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MP0498'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 MP0498'CONDITION AND AS PREVIOUSLY DESCRIBED.  THE STATION IS LOCATED IN
 MP0498'MEDICINE BOW ABOUT 0.48 KM (0.30 MI) WEST OF THE OLD RAILROAD STATION
 MP0498'NOW A MUSEUM LOCATED AT THE JUNCTION OF US HIGHWAY 30, 287 AND CARBON
 MP0498'COUNTY ROAD 1, BETWEEN THE RAILROAD SERVICE ROAD AND THE NORTH RAIL OF
 MP0498'THE TRACKS.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 30,
 MP0498'287 AND STATE HIGHWAY 487 IN MEDICINE BOW GO EAST ON COMBINED HIGHWAYS
 MP0498'30 AND 287 FOR 0.32 KM (0.20 MI) TO A GRAVEL ROAD RIGHT (CARBON COUNTY
 MP0498'ROAD 1) , TURN RIGHT AND GO SOUTH ON THE ROAD FOR ABOUT 30.48 M
 MP0498'(100.00 FT) TO A RAILROAD SERVICE ROAD ON THE RIGHT AND RAILROAD
 MP0498'STATION ON THE LEFT, TURN RIGHT, WEST ON THE SERVICE ROAD FOR 0.48 KM
 MP0498'(0.30 MI) TO THE STATION MARK ON THE LEFT ON THE WEST SIDE OF A POWER
 MP0498'POLE.  THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL
 MP0498'DATUM POINT CRIMPED TO THE TOP OF A STAINLESS STEEL ROD DRIVEN TO
 MP0498'REFUSAL, ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED
 MP0498'BY CONCRETE ABOUT FLUSH WITH THE GROUND AND ABOUT 0.6 M (2.0 FT) BELOW
 MP0498'THE TRACKS, LOCATED 43.44 M (142.52 FT) NORTHEAST OF A WOODEN POST
 MP0498'WITH SIGN--MEDICINE BOW, 6.56 M (21.52 FT) SOUTH OF THE SERVICE ROAD,
 MP0498'1.5 M (4.9 FT) WEST OF A POWER POLE AND 0.3 M (1.0 FT) EAST OF A
 MP0498'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0944 ***********************************************************************
 MO0944  DESIGNATION -  A 344
 MO0944  PID         -  MO0944
 MO0944  STATE/COUNTY-  WY/LARAMIE
 MO0944  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0944
 MO0944                         *CURRENT SURVEY CONTROL
 MO0944  ___________________________________________________________________
 MO0944* NAD 83(1986)-  41 07 39.     (N)    104 49 27.     (W)     SCALED    
 MO0944* NAVD 88     -      1848.695  (meters)    6065.26   (feet)  ADJUSTED  
 MO0944  ___________________________________________________________________
 MO0944  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 MO0944  DYNAMIC HT  -        1847.084 (meters)    6059.97  (feet)  COMP
 MO0944  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 MO0944
 MO0944  VERT ORDER  -  FIRST     CLASS II
 MO0944
 MO0944.The horizontal coordinates were scaled from a topographic map and have
 MO0944.an estimated accuracy of +/- 6 seconds.
 MO0944
 MO0944.The orthometric height was determined by differential leveling
 MO0944.and adjusted by the National Geodetic Survey in June 1991..
 MO0944
 MO0944.The geoid height was determined by GEOID03.
 MO0944
 MO0944.The dynamic height is computed by dividing the NAVD 88
 MO0944.geopotential number by the normal gravity value computed on the
 MO0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0944.degrees latitude (g = 980.6199 gals.).
 MO0944
 MO0944.The modeled gravity was interpolated from observed gravity values.
 MO0944
 MO0944;                    North         East    Units  Estimated Accuracy
 MO0944;SPC WY E     -    69,740.      228,760.      MT  (+/- 180 meters Scaled)
 MO0944
 MO0944                          SUPERSEDED SURVEY CONTROL
 MO0944
 MO0944  NGVD 29 (06/08/92) 1847.675  (m)         6061.91   (f) ADJUSTED    1 2
 MO0944
 MO0944.Superseded values are not recommended for survey control.
 MO0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0944.See file dsdata.txt to determine how the superseded data were derived.
 MO0944
 MO0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF147529(NAD 83)
 MO0944_MARKER: DB = BENCH MARK DISK
 MO0944_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0944_SP_SET: ABUTMENT
 MO0944_STAMPING: A 344 1983
 MO0944_MARK LOGO: NGS   
 MO0944_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0944+STABILITY: POSITION/ELEVATION WELL
 MO0944
 MO0944  HISTORY     - Date     Condition        Report By
 MO0944  HISTORY     - 1983     MONUMENTED       NGS
 MO0944
 MO0944                          STATION DESCRIPTION
 MO0944
 MO0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0944'2.6 KM (1.6 MI) WEST FROM CHEYENNE.
 MO0944'1.6 KM (1.0 MI) NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 MO0944'INTERSTATE HIGHWAY 80 IN CHEYENNE, THENCE 1.0 KM (0.6 MI) WESTERLY
 MO0944'ALONG THE UNION PACIFIC RAILROAD, IN TOP OF AND 1.5 METERS (4.9 FT)
 MO0944'NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A RAILROAD
 MO0944'BRIDGE SPANNING DEMING DRIVE, AND 6.7 METERS (22.0 FT) SOUTH OF THE
 MO0944'NEAR RAIL.
 MO0944'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0939 ***********************************************************************
 MO0939  DESIGNATION -  A 345
 MO0939  PID         -  MO0939
 MO0939  STATE/COUNTY-  WY/LARAMIE
 MO0939  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0939
 MO0939                         *CURRENT SURVEY CONTROL
 MO0939  ___________________________________________________________________
 MO0939* NAD 83(1986)-  41 03 31.     (N)    104 47 48.     (W)     SCALED    
 MO0939* NAVD 88     -      1875.145  (meters)    6152.04   (feet)  ADJUSTED  
 MO0939  ___________________________________________________________________
 MO0939  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 MO0939  DYNAMIC HT  -        1873.494 (meters)    6146.62  (feet)  COMP
 MO0939  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 MO0939
 MO0939  VERT ORDER  -  FIRST     CLASS II
 MO0939
 MO0939.The horizontal coordinates were scaled from a topographic map and have
 MO0939.an estimated accuracy of +/- 6 seconds.
 MO0939
 MO0939.The orthometric height was determined by differential leveling
 MO0939.and adjusted by the National Geodetic Survey in June 1991..
 MO0939
 MO0939.The geoid height was determined by GEOID03.
 MO0939
 MO0939.The dynamic height is computed by dividing the NAVD 88
 MO0939.geopotential number by the normal gravity value computed on the
 MO0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0939.degrees latitude (g = 980.6199 gals.).
 MO0939
 MO0939.The modeled gravity was interpolated from observed gravity values.
 MO0939
 MO0939;                    North         East    Units  Estimated Accuracy
 MO0939;SPC WY E     -    62,100.      231,100.      MT  (+/- 180 meters Scaled)
 MO0939
 MO0939                          SUPERSEDED SURVEY CONTROL
 MO0939
 MO0939  NGVD 29 (06/08/92) 1874.127  (m)         6148.70   (f) ADJUSTED    1 2
 MO0939
 MO0939.Superseded values are not recommended for survey control.
 MO0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0939.See file dsdata.txt to determine how the superseded data were derived.
 MO0939
 MO0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF170452(NAD 83)
 MO0939_MARKER: I = METAL ROD
 MO0939_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0939_SP_SET: STAINLESS STEEL ROD
 MO0939_STAMPING: A 345 1983
 MO0939_MARK LOGO: NGS   
 MO0939_PROJECTION: FLUSH
 MO0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0939_ROD/PIPE-DEPTH: 4.3  meters
 MO0939
 MO0939  HISTORY     - Date     Condition        Report By
 MO0939  HISTORY     - 1983     MONUMENTED       NGS
 MO0939
 MO0939                          STATION DESCRIPTION
 MO0939
 MO0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0939'6.7 KM (4.15 MI) SOUTH FROM CHEYENNE.
 MO0939'6.7 KM (4.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 MO0939'WITH INTERSTATE HIGHWAY 80 IN CHEYENNE, 0.3 KM (0.2 MI) NORTH OF
 MO0939'COUNTY ROAD 223, 28.0 METERS (91.9 FT) EAST OF THE CENTERLINE OF THE
 MO0939'NORTH BOUND LANES OF THE HIGHWAY, AND 5.8 METERS (19.0 FT) SOUTH OF
 MO0939'THE CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO THE DATUM POINT IS
 MO0939'THROUGH A 5-INCH LOGO CAP.
 MO0939'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 MO0939'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0412 ***********************************************************************
 MQ0412  DESIGNATION -  A 346
 MQ0412  PID         -  MQ0412
 MQ0412  STATE/COUNTY-  WY/SWEETWATER
 MQ0412  USGS QUAD   -  HALFWAY HOLLOW WEST (1987)
 MQ0412
 MQ0412                         *CURRENT SURVEY CONTROL
 MQ0412  ___________________________________________________________________
 MQ0412* NAD 83(1986)-  41 20 02.     (N)    109 38 07.     (W)     SCALED    
 MQ0412* NAVD 88     -      1968.442  (meters)    6458.13   (feet)  ADJUSTED  
 MQ0412  ___________________________________________________________________
 MQ0412  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 MQ0412  DYNAMIC HT  -        1966.712 (meters)    6452.45  (feet)  COMP
 MQ0412  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 MQ0412
 MQ0412  VERT ORDER  -  FIRST     CLASS II
 MQ0412
 MQ0412.The horizontal coordinates were scaled from a topographic map and have
 MQ0412.an estimated accuracy of +/- 6 seconds.
 MQ0412
 MQ0412.The orthometric height was determined by differential leveling
 MQ0412.and adjusted by the National Geodetic Survey in June 1991..
 MQ0412
 MQ0412.The geoid height was determined by GEOID03.
 MQ0412
 MQ0412.The dynamic height is computed by dividing the NAVD 88
 MQ0412.geopotential number by the normal gravity value computed on the
 MQ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0412.degrees latitude (g = 980.6199 gals.).
 MQ0412
 MQ0412.The modeled gravity was interpolated from observed gravity values.
 MQ0412
 MQ0412;                    North         East    Units  Estimated Accuracy
 MQ0412;SPC WYWC     -    92,980.      525,900.      MT  (+/- 180 meters Scaled)
 MQ0412
 MQ0412                          SUPERSEDED SURVEY CONTROL
 MQ0412
 MQ0412.No superseded survey control is available for this station.
 MQ0412
 MQ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL141767(NAD 83)
 MQ0412_MARKER: I = METAL ROD
 MQ0412_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0412+WITH SETTING: INFORMATION.
 MQ0412_SP_SET: SHALLOW-SET METAL ROD
 MQ0412_STAMPING: A 346 1984
 MQ0412_MARK LOGO: NGS   
 MQ0412_PROJECTION: FLUSH
 MQ0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0412_ROD/PIPE-DEPTH: 1.9  meters
 MQ0412
 MQ0412  HISTORY     - Date     Condition        Report By
 MQ0412  HISTORY     - 1984     MONUMENTED       NGS
 MQ0412
 MQ0412                          STATION DESCRIPTION
 MQ0412
 MQ0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0412'28.6 KM (17.75 MI) SW FROM GREEN RIVER.
 MQ0412'28.6 KM (17.75 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0412'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0412'IN GREEN RIVER, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 19, 0.4 KM
 MQ0412'(0.25 MI) SOUTHWEST OF A DIRT ROAD LEADING EAST.  NOTE=REFUSAL WAS
 MQ0412'REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MQ0412'CAP.
 MQ0412'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0412'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0393 ***********************************************************************
 MQ0393  DESIGNATION -  A 348
 MQ0393  PID         -  MQ0393
 MQ0393  STATE/COUNTY-  WY/SWEETWATER
 MQ0393  USGS QUAD   -  GREEN RIVER (1980)
 MQ0393
 MQ0393                         *CURRENT SURVEY CONTROL
 MQ0393  ___________________________________________________________________
 MQ0393* NAD 83(1986)-  41 30 17.     (N)    109 28 51.     (W)     SCALED    
 MQ0393* NAVD 88     -      1926.102  (meters)    6319.22   (feet)  ADJUSTED  
 MQ0393  ___________________________________________________________________
 MQ0393  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MQ0393  DYNAMIC HT  -        1924.439 (meters)    6313.76  (feet)  COMP
 MQ0393  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 MQ0393
 MQ0393  VERT ORDER  -  FIRST     CLASS II
 MQ0393
 MQ0393.The horizontal coordinates were scaled from a topographic map and have
 MQ0393.an estimated accuracy of +/- 6 seconds.
 MQ0393
 MQ0393.The orthometric height was determined by differential leveling
 MQ0393.and adjusted by the National Geodetic Survey in June 1991..
 MQ0393
 MQ0393.The geoid height was determined by GEOID03.
 MQ0393
 MQ0393.The dynamic height is computed by dividing the NAVD 88
 MQ0393.geopotential number by the normal gravity value computed on the
 MQ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0393.degrees latitude (g = 980.6199 gals.).
 MQ0393
 MQ0393.The modeled gravity was interpolated from observed gravity values.
 MQ0393
 MQ0393;                    North         East    Units  Estimated Accuracy
 MQ0393;SPC WYWC     -   111,830.      538,990.      MT  (+/- 180 meters Scaled)
 MQ0393
 MQ0393                          SUPERSEDED SURVEY CONTROL
 MQ0393
 MQ0393.No superseded survey control is available for this station.
 MQ0393
 MQ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL267959(NAD 83)
 MQ0393_MARKER: I = METAL ROD
 MQ0393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0393_SP_SET: STAINLESS STEEL ROD
 MQ0393_STAMPING: A 348 1984
 MQ0393_MARK LOGO: NGS   
 MQ0393_PROJECTION: FLUSH
 MQ0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0393_ROD/PIPE-DEPTH: 4.6  meters
 MQ0393
 MQ0393  HISTORY     - Date     Condition        Report By
 MQ0393  HISTORY     - 1984     MONUMENTED       NGS
 MQ0393
 MQ0393                          STATION DESCRIPTION
 MQ0393
 MQ0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0393'2.8 KM (1.75 MI) SW FROM GREEN RIVER.
 MQ0393'2.8 KM (1.75 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0393'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0393'IN GREEN RIVER, 56.4 M (185.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 MQ0393'HIGHWAY, 20.0 M (65.6 FT) NORTH OF THE CENTER OF A GRAVELED RUNAWAY
 MQ0393'ROAD, AND 0.5 M (1.6 FT) SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE
 MQ0393'FOUNDATION FOR A SIGN (WELCOME TO GREEN RIVER WYOMING).  NOTE=ACCESS
 MQ0393'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0393'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0249 ***********************************************************************
 PV0249  DESIGNATION -  A 35
 PV0249  PID         -  PV0249
 PV0249  STATE/COUNTY-  WY/CAMPBELL
 PV0249  USGS QUAD   -  FOUR BAR J RANCH (1971)
 PV0249
 PV0249                         *CURRENT SURVEY CONTROL
 PV0249  ___________________________________________________________________
 PV0249* NAD 83(1986)-  44 10 38.     (N)    105 37 51.     (W)     SCALED    
 PV0249* NAVD 88     -      1467.841  (meters)    4815.74   (feet)  POSTED    
 PV0249  ___________________________________________________________________
 PV0249  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 PV0249  DYNAMIC HT  -        1467.180 (meters)    4813.57  (feet)  COMP
 PV0249  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 PV0249
 PV0249  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0249
 PV0249.The horizontal coordinates were scaled from a topographic map and have
 PV0249.an estimated accuracy of +/- 6 seconds.
 PV0249
 PV0249.The orthometric height was determined by differential leveling
 PV0249.and adjusted by the National Geodetic Survey in 1992..
 PV0249.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0249.rate of 0.0 thru 1.0 mm/km.
 PV0249
 PV0249.The geoid height was determined by GEOID03.
 PV0249
 PV0249.The dynamic height is computed by dividing the NAVD 88
 PV0249.geopotential number by the normal gravity value computed on the
 PV0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0249.degrees latitude (g = 980.6199 gals.).
 PV0249
 PV0249.The modeled gravity was interpolated from observed gravity values.
 PV0249
 PV0249;                    North         East    Units  Estimated Accuracy
 PV0249;SPC WY E     -   408,550.      162,880.      MT  (+/- 180 meters Scaled)
 PV0249
 PV0249                          SUPERSEDED SURVEY CONTROL
 PV0249
 PV0249  NGVD 29 (??/??/92) 1467.165  (m)         4813.52   (f) ADJ UNCH    1 2
 PV0249
 PV0249.Superseded values are not recommended for survey control.
 PV0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0249.See file dsdata.txt to determine how the superseded data were derived.
 PV0249
 PV0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ495917(NAD 83)
 PV0249_MARKER: DB = BENCH MARK DISK
 PV0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0249_STAMPING: A 35 1933
 PV0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0249+STABILITY: SURFACE MOTION
 PV0249
 PV0249  HISTORY     - Date     Condition        Report By
 PV0249  HISTORY     - 1933     MONUMENTED       CGS
 PV0249  HISTORY     - 1971     MARK NOT FOUND   USGS
 PV0249  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0249
 PV0249                          STATION DESCRIPTION
 PV0249
 PV0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PV0249'11.5 MI SW FROM GILLETTE.
 PV0249'11.5 MILES SOUTHWEST ALONG OLD STATE HIGHWAY 316 FROM THE CHICAGO,
 PV0249'BURLINGTON AND QUINCY RAILROAD STATION AT GILLETTE, CAMPBELL
 PV0249'COUNTY, 0.1 MILE NORTH OF A RANCH HOUSE ON THE WEST SIDE OF
 PV0249'THE HIGHWAY, 133 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 PV0249'BETHLEHEM SCHOOL, AND 66 FEET WEST OF THE CENTER LINE OF THE
 PV0249'OLD HIGHWAY.  A STANDARD DISK, STAMPED A 35 1933 AND SET IN THE
 PV0249'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PV0249'NOTE-- 4J ROAD HAS BEEN REBUILT IN SOME PLACES AND THE SCHOOL
 PV0249'IS NO LONGER IN EXISTANCE.
 PV0249
 PV0249                          STATION RECOVERY (1971)
 PV0249
 PV0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PV0249'MARK NOT FOUND.
 PV0249
 PV0249                          STATION RECOVERY (1985)
 PV0249
 PV0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0249'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0375 ***********************************************************************
 PV0375  DESIGNATION -  A 353
 PV0375  PID         -  PV0375
 PV0375  STATE/COUNTY-  WY/CAMPBELL
 PV0375  USGS QUAD   -  TUTTLE DRAW (1972)
 PV0375
 PV0375                         *CURRENT SURVEY CONTROL
 PV0375  ___________________________________________________________________
 PV0375* NAD 83(1986)-  44 50 27.     (N)    105 22 18.     (W)     SCALED    
 PV0375* NAVD 88     -      1085.375  (meters)    3560.93   (feet)  ADJUSTED  
 PV0375  ___________________________________________________________________
 PV0375  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 PV0375  DYNAMIC HT  -        1085.037 (meters)    3559.83  (feet)  COMP
 PV0375  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 PV0375
 PV0375  VERT ORDER  -  FIRST     CLASS II
 PV0375
 PV0375.The horizontal coordinates were scaled from a topographic map and have
 PV0375.an estimated accuracy of +/- 6 seconds.
 PV0375
 PV0375.The orthometric height was determined by differential leveling
 PV0375.and adjusted by the National Geodetic Survey in June 1991..
 PV0375
 PV0375.The geoid height was determined by GEOID03.
 PV0375
 PV0375.The dynamic height is computed by dividing the NAVD 88
 PV0375.geopotential number by the normal gravity value computed on the
 PV0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0375.degrees latitude (g = 980.6199 gals.).
 PV0375
 PV0375.The modeled gravity was interpolated from observed gravity values.
 PV0375
 PV0375;                    North         East    Units  Estimated Accuracy
 PV0375;SPC WY E     -   482,200.      183,790.      MT  (+/- 180 meters Scaled)
 PV0375
 PV0375                          SUPERSEDED SURVEY CONTROL
 PV0375
 PV0375.No superseded survey control is available for this station.
 PV0375
 PV0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK706653(NAD 83)
 PV0375_MARKER: I = METAL ROD
 PV0375_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PV0375_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PV0375_STAMPING: A 353 1985
 PV0375_MARK LOGO: NGS   
 PV0375_PROJECTION: FLUSH
 PV0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0375+STABILITY: POSITION/ELEVATION WELL
 PV0375_ROD/PIPE-DEPTH: 9.1  meters
 PV0375
 PV0375  HISTORY     - Date     Condition        Report By
 PV0375  HISTORY     - 1985     MONUMENTED       NGS
 PV0375
 PV0375                          STATION DESCRIPTION
 PV0375
 PV0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0375'30.5 KM (18.95 MI) SOUTH FROM BIDDLE MONTANA.
 PV0375'30.55 KM (19.0 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0375'SCHOOL AT BIDDLE MONTANA, 85.0 METERS (279 FT) WEST-SOUTHWEST ACROSS
 PV0375'THE HIGHWAY FROM THE SOUTHWEST CORNER OF THE LITTLE POWDER RIVER
 PV0375'SCHOOL, 29.4 METERS (96.5 FT) WEST OF THE HIGHWAY CENTERLINE,
 PV0375'39.3 METERS (129 FT) WEST OF MILEPOST 159, 17.7 METERS (58 FT) NORTH
 PV0375'OF THE SOUTH GATE POST AND A FENCE T JUNCTION, 5.0 METERS (16.5 FT)
 PV0375'NORTH OF A POWER POLE AND 1.3 METERS (4.5 FT) EAST OF THE RIGHT OF WAY
 PV0375'FENCE.
 PV0375'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0345 ***********************************************************************
 PV0345  DESIGNATION -  A 354
 PV0345  PID         -  PV0345
 PV0345  STATE/COUNTY-  WY/CAMPBELL
 PV0345  USGS QUAD   -  GILLETTE WEST (1971)
 PV0345
 PV0345                         *CURRENT SURVEY CONTROL
 PV0345  ___________________________________________________________________
 PV0345* NAD 83(1986)-  44 16 44.     (N)    105 30 36.     (W)     SCALED    
 PV0345* NAVD 88     -      1399.434  (meters)    4591.31   (feet)  ADJUSTED  
 PV0345  ___________________________________________________________________
 PV0345  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0345  DYNAMIC HT  -        1398.856 (meters)    4589.41  (feet)  COMP
 PV0345  MODELED GRAV-     980,155.6   (mgal)                       NAVD 88
 PV0345
 PV0345  VERT ORDER  -  FIRST     CLASS II
 PV0345
 PV0345.The horizontal coordinates were scaled from a topographic map and have
 PV0345.an estimated accuracy of +/- 6 seconds.
 PV0345
 PV0345.The orthometric height was determined by differential leveling
 PV0345.and adjusted by the National Geodetic Survey in June 1991..
 PV0345
 PV0345.The geoid height was determined by GEOID03.
 PV0345
 PV0345.The dynamic height is computed by dividing the NAVD 88
 PV0345.geopotential number by the normal gravity value computed on the
 PV0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0345.degrees latitude (g = 980.6199 gals.).
 PV0345
 PV0345.The modeled gravity was interpolated from observed gravity values.
 PV0345
 PV0345;                    North         East    Units  Estimated Accuracy
 PV0345;SPC WY E     -   419,790.      172,590.      MT  (+/- 180 meters Scaled)
 PV0345
 PV0345                          SUPERSEDED SURVEY CONTROL
 PV0345
 PV0345.No superseded survey control is available for this station.
 PV0345
 PV0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK593029(NAD 83)
 PV0345_MARKER: I = METAL ROD
 PV0345_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0345_SP_SET: STAINLESS STEEL ROD
 PV0345_STAMPING: A 354 1985
 PV0345_MARK LOGO: NGS   
 PV0345_PROJECTION: FLUSH
 PV0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0345+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002
 PV0345_ROD/PIPE-DEPTH: 16.5 meters
 PV0345
 PV0345  HISTORY     - Date     Condition        Report By
 PV0345  HISTORY     - 1985     MONUMENTED       NGS
 PV0345  HISTORY     - 20011019 GOOD             INDIV
 PV0345  HISTORY     - 20021125 GOOD             INDIV
 PV0345
 PV0345                          STATION DESCRIPTION
 PV0345
 PV0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0345'0.3 KM (0.2 MI) SW FROM GILLETTE.
 PV0345'0.29 KM (0.18 MI) SOUTH ALONG THE FOUR J ROAD FROM THE I 90 OVERPASS
 PV0345'IN GILLETTE, IN THE NORTHWEST CORNER OF THE MAIN ENTRANCE TO THE
 PV0345'CAMPBELL COUNTY ROAD AND BRIDGE MAINTENANCE YARD, 21.9 METERS (72 FT)
 PV0345'WEST OF THE CENTER OF THE ROAD, 73.2 METERS (240 FT) SOUTHEAST OF THE
 PV0345'SOUTHEAST CORNER OF THE LARGE MAINTENANCE BUILDING, 10.5 METERS
 PV0345'(34.5 FT) NORTH OF THE CENTER OF THE ENTRANCE ROAD, 6.4 METERS (21 FT)
 PV0345'NORTH OF THE NORTH BRACED 4-INCH IRON PIPE POST FOR A STEEL GATE, 1.0
 PV0345'METER (3.3 FT) WEST OF A POWER POLE AND 0.3 METER (1 FT) WEST OF THE
 PV0345'CHAIN LINK FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PV0345'LOGO CAP.
 PV0345'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0345'THE MARK IS 1.0 M ABOVE THE ROAD.
 PV0345
 PV0345                          STATION RECOVERY (2001)
 PV0345
 PV0345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (GJD)
 PV0345'RECOVERED AS DESCRIBED
 PV0345
 PV0345                          STATION RECOVERY (2002)
 PV0345
 PV0345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJD)
 PV0345'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0295 ***********************************************************************
 OU0295  DESIGNATION -  A 355
 OU0295  PID         -  OU0295
 OU0295  STATE/COUNTY-  WY/CAMPBELL
 OU0295  USGS QUAD   -  PERSSON DRAW (1984)
 OU0295
 OU0295                         *CURRENT SURVEY CONTROL
 OU0295  ___________________________________________________________________
 OU0295* NAD 83(1986)-  43 57 03.     (N)    105 44 14.     (W)     SCALED    
 OU0295* NAVD 88     -      1538.806  (meters)    5048.57   (feet)  ADJUSTED  
 OU0295  ___________________________________________________________________
 OU0295  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 OU0295  DYNAMIC HT  -        1538.029 (meters)    5046.02  (feet)  COMP
 OU0295  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 OU0295
 OU0295  VERT ORDER  -  FIRST     CLASS II
 OU0295
 OU0295.The horizontal coordinates were scaled from a topographic map and have
 OU0295.an estimated accuracy of +/- 6 seconds.
 OU0295
 OU0295.The orthometric height was determined by differential leveling
 OU0295.and adjusted by the National Geodetic Survey in June 1991..
 OU0295
 OU0295.The geoid height was determined by GEOID03.
 OU0295
 OU0295.The dynamic height is computed by dividing the NAVD 88
 OU0295.geopotential number by the normal gravity value computed on the
 OU0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0295.degrees latitude (g = 980.6199 gals.).
 OU0295
 OU0295.The modeled gravity was interpolated from observed gravity values.
 OU0295
 OU0295;                    North         East    Units  Estimated Accuracy
 OU0295;SPC WY E     -   383,450.      154,200.      MT  (+/- 180 meters Scaled)
 OU0295
 OU0295                          SUPERSEDED SURVEY CONTROL
 OU0295
 OU0295  NGVD 29 (06/08/92) 1538.018  (m)         5045.98   (f) ADJUSTED    1 2
 OU0295
 OU0295.Superseded values are not recommended for survey control.
 OU0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0295.See file dsdata.txt to determine how the superseded data were derived.
 OU0295
 OU0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ408666(NAD 83)
 OU0295_MARKER: I = METAL ROD
 OU0295_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0295+WITH SETTING: INFORMATION.
 OU0295_SP_SET: SHALLOW-SET METAL ROD
 OU0295_STAMPING: A 355 1985
 OU0295_MARK LOGO: NGS   
 OU0295_PROJECTION: FLUSH
 OU0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0295_ROD/PIPE-DEPTH: 2.4  meters
 OU0295
 OU0295  HISTORY     - Date     Condition        Report By
 OU0295  HISTORY     - 1985     MONUMENTED       NGS
 OU0295
 OU0295                          STATION DESCRIPTION
 OU0295
 OU0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0295'10.3 KM (6.4 MI) NORTH FROM SAVAGETON.
 OU0295'10.3 KM (6.4 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0295'SAVAGETON ROAD AT SAVAGETON, IN THE SOUTHWEST CORNER OF THE T JUNCTION
 OU0295'OF A TRACK ROAD LEADING WEST, AT THE TOP OF A SUMMIT, AT A T JUNCTION
 OU0295'IN THE RIGHT OF WAY FENCE, 29.9 METERS (98 FT) WEST OF THE HIGHWAY
 OU0295'CENTERLINE, 79.0 METERS (259 FT) NORTH-NORTHWEST OF MILEPOST 29,
 OU0295'4.3 METERS (14 FT) SOUTH OF THE CENTER OF THE ROAD, 1.1 METERS (3.5
 OU0295'FT) SOUTH OF THE FENCE T JUNCTION AND 0.5 METER (1.5 FT) EAST OF THE
 OU0295'RIGHT OF WAY FENCE.  ROD SET TO 8 FOOT ANCHORED REFUSAL.  NOTE--ACCESS
 OU0295'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0295'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 OU0295'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0320 ***********************************************************************
 OU0320  DESIGNATION -  A 356
 OU0320  PID         -  OU0320
 OU0320  STATE/COUNTY-  WY/CAMPBELL
 OU0320  USGS QUAD   -  PINE TREE (1977)
 OU0320
 OU0320                         *CURRENT SURVEY CONTROL
 OU0320  ___________________________________________________________________
 OU0320* NAD 83(1986)-  43 35 09.     (N)    105 49 54.     (W)     SCALED    
 OU0320* NAVD 88     -      1637.779  (meters)    5373.28   (feet)  ADJUSTED  
 OU0320  ___________________________________________________________________
 OU0320  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 OU0320  DYNAMIC HT  -        1636.832 (meters)    5370.17  (feet)  COMP
 OU0320  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 OU0320
 OU0320  VERT ORDER  -  FIRST     CLASS II
 OU0320
 OU0320.The horizontal coordinates were scaled from a topographic map and have
 OU0320.an estimated accuracy of +/- 6 seconds.
 OU0320
 OU0320.The orthometric height was determined by differential leveling
 OU0320.and adjusted by the National Geodetic Survey in June 1991..
 OU0320
 OU0320.The geoid height was determined by GEOID03.
 OU0320
 OU0320.The dynamic height is computed by dividing the NAVD 88
 OU0320.geopotential number by the normal gravity value computed on the
 OU0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0320.degrees latitude (g = 980.6199 gals.).
 OU0320
 OU0320.The modeled gravity was interpolated from observed gravity values.
 OU0320
 OU0320;                    North         East    Units  Estimated Accuracy
 OU0320;SPC WY E     -   342,950.      146,300.      MT  (+/- 180 meters Scaled)
 OU0320
 OU0320                          SUPERSEDED SURVEY CONTROL
 OU0320
 OU0320  NGVD 29 (06/08/92) 1636.928  (m)         5370.49   (f) ADJUSTED    1 2
 OU0320
 OU0320.Superseded values are not recommended for survey control.
 OU0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0320.See file dsdata.txt to determine how the superseded data were derived.
 OU0320
 OU0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ328262(NAD 83)
 OU0320_MARKER: I = METAL ROD
 OU0320_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0320+WITH SETTING: INFORMATION.
 OU0320_SP_SET: SHALLOW-SET METAL ROD
 OU0320_STAMPING: A 356 1985
 OU0320_MARK LOGO: NGS   
 OU0320_PROJECTION: FLUSH
 OU0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0320_ROD/PIPE-DEPTH: 1.8  meters
 OU0320
 OU0320  HISTORY     - Date     Condition        Report By
 OU0320  HISTORY     - 1985     MONUMENTED       NGS
 OU0320
 OU0320                          STATION DESCRIPTION
 OU0320
 OU0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0320'5.3 KM (3.3 MI) SW FROM PINE TREE JUNCTION.
 OU0320'5.3 KM (3.3 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM PINE TREE
 OU0320'JUNCTION, AT AN ANGLE IRON BRACE IN THE RIGHT OF WAY FENCE, 0.26 KM
 OU0320'(0.16 MI) SOUTHWEST OF MILEPOST 129, 37.8 METERS (124 FT) SOUTHEAST OF
 OU0320'THE HIGHWAY CENTERLINE, 92.0 METERS (302 FT) SOUTHWEST OF A 48-INCH
 OU0320'PIPE CULVERT AT THE BOTTOM OF A DRAW, 2.4 METERS (8 FT) NORTHEAST OF A
 OU0320'STATE HIGHWAY REFERENCE MARK 5370.79, 0.6 METER (2 FT) NORTHEAST OF
 OU0320'THE BRACED POST AND 0.3 METER (1 FT) NORTHWEST OF THE RIGHT OF WAY
 OU0320'FENCE.  ROD SET TO 6 FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM
 OU0320'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0320'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 OU0320'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0401 ***********************************************************************
 PV0401  FBN         -  This is a Federal Base Network Control Station.
 PV0401  DESIGNATION -  A 357
 PV0401  PID         -  PV0401
 PV0401  STATE/COUNTY-  WY/CAMPBELL
 PV0401  USGS QUAD   -  GILLETTE WEST (1971)
 PV0401
 PV0401                         *CURRENT SURVEY CONTROL
 PV0401  ___________________________________________________________________
 PV0401* NAD 83(1993)-  44 21 07.30108(N)    105 31 14.22316(W)     ADJUSTED  
 PV0401* NAVD 88     -      1323.893  (meters)    4343.47   (feet)  ADJUSTED  
 PV0401  ___________________________________________________________________
 PV0401  X           -  -1,222,637.710 (meters)                     COMP
 PV0401  Y           -  -4,402,536.662 (meters)                     COMP
 PV0401  Z           -   4,437,061.064 (meters)                     COMP
 PV0401  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 PV0401  ELLIP HEIGHT-        1309.64  (meters)          (02/28/01) GPS OBS
 PV0401  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 PV0401  DYNAMIC HT  -        1323.368 (meters)    4341.75  (feet)  COMP
 PV0401  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 PV0401
 PV0401  HORZ ORDER  -  B
 PV0401  VERT ORDER  -  FIRST     CLASS II
 PV0401  ELLP ORDER  -  SECOND    CLASS I
 PV0401
 PV0401.This mark is at Gillette-Campbell County Airport (GCC)
 PV0401
 PV0401.The horizontal coordinates were established by GPS observations
 PV0401.and adjusted by the National Geodetic Survey in October 1994..
 PV0401
 PV0401.The orthometric height was determined by differential leveling
 PV0401.and adjusted by the National Geodetic Survey in June 1991..
 PV0401
 PV0401.Photographs are available for this station.
 PV0401
 PV0401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PV0401
 PV0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0401
 PV0401.The ellipsoidal height was determined by GPS observations
 PV0401.and is referenced to NAD 83.
 PV0401
 PV0401.The geoid height was determined by GEOID03.
 PV0401
 PV0401.The dynamic height is computed by dividing the NAVD 88
 PV0401.geopotential number by the normal gravity value computed on the
 PV0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0401.degrees latitude (g = 980.6199 gals.).
 PV0401
 PV0401.The modeled gravity was interpolated from observed gravity values.
 PV0401
 PV0401;                    North         East     Units Scale Factor Converg.
 PV0401;SPC WY E     -   427,923.647   171,781.099   MT  0.99994729   -0 14 50.8
 PV0401;UTM  13      - 4,911,104.816   458,507.522   MT  0.99962117   -0 21 50.2
 PV0401
 PV0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0401!SPC WY E     -   0.99979469  x   0.99994729  =   0.99974199
 PV0401!UTM  13      -   0.99979469  x   0.99962117  =   0.99941594
 PV0401
 PV0401                          SUPERSEDED SURVEY CONTROL
 PV0401
 PV0401  ELLIP H (10/19/94) 1309.72   (m)                       GP(       ) 4 1
 PV0401  NAVD 88 (10/19/94) 1323.89   (m)         4343.5    (f) LEVELING    3  
 PV0401
 PV0401.Superseded values are not recommended for survey control.
 PV0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0401.See file dsdata.txt to determine how the superseded data were derived.
 PV0401
 PV0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK5850811105(NAD 83)
 PV0401_MARKER: F = FLANGE-ENCASED ROD
 PV0401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0401_SP_SET: STAINLESS STEEL ROD
 PV0401_STAMPING: A 357 1985
 PV0401_MARK LOGO: NGS   
 PV0401_PROJECTION: FLUSH
 PV0401_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0401+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 PV0401_ROD/PIPE-DEPTH: 7.3  meters
 PV0401
 PV0401  HISTORY     - Date     Condition        Report By
 PV0401  HISTORY     - 1985     MONUMENTED       NGS
 PV0401  HISTORY     - 19931007 GOOD             NGS
 PV0401  HISTORY     - 19990804 GOOD             NGS
 PV0401  HISTORY     - 20010820 GOOD             NGS
 PV0401  HISTORY     - 20011002 GOOD             INDIV
 PV0401
 PV0401                          STATION DESCRIPTION
 PV0401
 PV0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0401'9.0 KM (5.6 MI) NORTH FROM GILLETTE.
 PV0401'8.95 KM (5.56 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0401'GILLETTE AVENUE AT GILLETTE, AT THE EAST END OF A CUT, 0.50 KM (0.31
 PV0401'MI) EAST OF THE T JUNCTION OF STATE HIGHWAY 59 AND US HIGHWAYS 14 AND
 PV0401'16 LEADING NORTH, 0.95 KM (0.59 MI) WEST OF MILEPOST 119, 29.7 METERS
 PV0401'(97.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 55.2 METERS (181 FT) WEST
 PV0401'OF THE ANGLE IRON BRACED POST AT A RIGHT ANGLE OFFSET IN THE RIGHT OF
 PV0401'WAY FENCE, 3.8 METERS (12.5 FT) EAST OF THE EAST END OF A WIRE GATE IN
 PV0401'THE RIGHT OF WAY FENCE AND 0.3 METER (1 FT) NORTH OF THE RIGHT OF WAY
 PV0401'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0401'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PV0401'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PV0401
 PV0401                          STATION RECOVERY (1993)
 PV0401
 PV0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 PV0401'STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTH-NORTHWEST OF GILLETTE, 3
 PV0401'KM (1.85 MI) NORTH-NORTHEAST OF THE COUNTY AIRPORT, ALONG STATE
 PV0401'HIGHWAY 59, AT A SMALL TURNOUT, ON THE RIGHT-OF-WAY, AT A FIELD
 PV0401'ENTRANCE. OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION. TO REACH
 PV0401'FROM THE JUNCTION OF US HIGHWAYS 14, 16 AND STATE HIGHWAY 59 (ABOUT 8
 PV0401'KM (4.95 MI) NORTH-NORTHWEST OF GILLETTE), GO EAST ON HIGHWAY 59 FOR
 PV0401'0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT. STATION MARK IS A PUNCH
 PV0401'HOLE TOP CENTER ON A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET
 PV0401'IN A CONCRETE POST FLUSH WITH THE GROUND. IT IS 30.0 M (98.4 FT) SOUTH
 PV0401'OF, AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER, 0.4 M (1.3 FT) NORTH
 PV0401'OF THE RIGHT-OF-WAY FENCE, 0.2 M (0.7 FT) WEST OF A FIBERGLASS WITNESS
 PV0401'POST, AND 3.5 M (11.5 FT) EAST OF THE EAST GATEPOST AT FIELD ENTRANCE.
 PV0401'DESCRIBED BY G.R.HEID
 PV0401
 PV0401                          STATION RECOVERY (1999)
 PV0401
 PV0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PV0401'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 PV0401'CONDITION AND AS PREVIOUSLY DESCRIBED.
 PV0401
 PV0401                          STATION RECOVERY (2001)
 PV0401
 PV0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 PV0401'THE STATION IS LOCATED ABOUT 8.0 KM NORTH-NORTHWEST OF GILLETTE,
 PV0401'3.0 KM NORTH-NORTHEAST OF THE GILLETTE - CAMPBELL COUNTY AIRPORT,
 PV0401'ALONG THE SOUTH SIDE OF STATE HIGHWAY 59 AT A SMALL TURNOUT, JUST
 PV0401'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND JUST EAST OF A FIELD
 PV0401'ENTRANCE.
 PV0401' 
 PV0401'OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION.
 PV0401' 
 PV0401'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND 16
 PV0401'AND STATE HIGHWAY 59 ABOUT 8 KM NORTH-NORTHWEST OF GILLETTE, GO
 PV0401'EAST FOR 0.48 KM ON HIGHWAY 59 TO THE STATION ON THE RIGHT NEAR
 PV0401'THE FENCE.
 PV0401' 
 PV0401'THE DATUM POINT IS A PUNCH MARK ON THE TOP CENTER OF A STAINLESS
 PV0401'STEEL ROD DRIVEN TO A DEPTH OF 7.3 M AND ENCASED IN A 5 INCH PVC PIPE
 PV0401'WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE
 PV0401'GROUND SURFACE.
 PV0401' 
 PV0401'STATION IS 30.0 M SOUTH OF AND SLIGHTLY LOWER THAN THE HIGHWAY 59
 PV0401'CENTER, 3.5 M EAST OF THE EAST GATEPOSTS AT THE FIELD ENTRANCE, 0.4
 PV0401'M NORTH OF THE RIGHT-OF-WAY FENCE, AND 0.2 M WEST OF A FIBERGLASS
 PV0401'WITNESS POST.  BY R.G. HAYES
 PV0401' 
 PV0401'
 PV0401
 PV0401                          STATION RECOVERY (2001)
 PV0401
 PV0401'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (GJD)
 PV0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0377 ***********************************************************************
 PV0377  DESIGNATION -  A 358
 PV0377  PID         -  PV0377
 PV0377  STATE/COUNTY-  WY/CAMPBELL
 PV0377  USGS QUAD   -  ROCKY BUTTE SW (1972)
 PV0377
 PV0377                         *CURRENT SURVEY CONTROL
 PV0377  ___________________________________________________________________
 PV0377* NAD 83(1986)-  44 46 34.     (N)    105 23 23.     (W)     SCALED    
 PV0377* NAVD 88     -      1092.120  (meters)    3583.06   (feet)  ADJUSTED  
 PV0377  ___________________________________________________________________
 PV0377  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 PV0377  DYNAMIC HT  -        1091.772 (meters)    3581.92  (feet)  COMP
 PV0377  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 PV0377
 PV0377  VERT ORDER  -  FIRST     CLASS II
 PV0377
 PV0377.The horizontal coordinates were scaled from a topographic map and have
 PV0377.an estimated accuracy of +/- 6 seconds.
 PV0377
 PV0377.The orthometric height was determined by differential leveling
 PV0377.and adjusted by the National Geodetic Survey in June 1991..
 PV0377
 PV0377.The geoid height was determined by GEOID03.
 PV0377
 PV0377.The dynamic height is computed by dividing the NAVD 88
 PV0377.geopotential number by the normal gravity value computed on the
 PV0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0377.degrees latitude (g = 980.6199 gals.).
 PV0377
 PV0377.The modeled gravity was interpolated from observed gravity values.
 PV0377
 PV0377;                    North         East    Units  Estimated Accuracy
 PV0377;SPC WY E     -   475,010.      182,350.      MT  (+/- 180 meters Scaled)
 PV0377
 PV0377                          SUPERSEDED SURVEY CONTROL
 PV0377
 PV0377.No superseded survey control is available for this station.
 PV0377
 PV0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK691581(NAD 83)
 PV0377_MARKER: I = METAL ROD
 PV0377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0377_SP_SET: STAINLESS STEEL ROD
 PV0377_STAMPING: A 358 1985
 PV0377_MARK LOGO: NGS   
 PV0377_PROJECTION: FLUSH
 PV0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0377_ROD/PIPE-DEPTH: 12.2 meters
 PV0377
 PV0377  HISTORY     - Date     Condition        Report By
 PV0377  HISTORY     - 1985     MONUMENTED       NGS
 PV0377
 PV0377                          STATION DESCRIPTION
 PV0377
 PV0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0377'38.4 KM (23.85 MI) SOUTH FROM BIDDLE MONTANA.
 PV0377'38.38 KM (23.85 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0377'SCHOOL AT BIDDLE MONTANA, IN THE EAST CORNER OF THE INTERSECTIONS OF
 PV0377'FIELD ACCESS ROADS, IN THE CENTER OF A DOUBLE WOODEN POST BRACE IN THE
 PV0377'RIGHT OF WAY FENCE, 0.26 KM (0.16 MI) NORTH OF MILEPOST 154,
 PV0377'29.9 METERS (98 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 96.0 METERS
 PV0377'(315 FT) SOUTHEAST OF THE CENTER OF THE ACCESS ROADS, 31.2 METERS
 PV0377'(102.5 FT) NORTH OF THE NORTHEAST END OF A 12-INCH PIPE CULVERT,
 PV0377'1.2 METERS (4 FT) SOUTHEAST OF STATE HIGHWAY RIGHT OF WAY MARK 1806+00
 PV0377'AND 0.3 (1 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 PV0377'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0377'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PV0377'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0173 ***********************************************************************
 PV0173  DESIGNATION -  A 36
 PV0173  PID         -  PV0173
 PV0173  STATE/COUNTY-  WY/CAMPBELL
 PV0173  USGS QUAD   -  ROCKY BUTTE SW (1972)
 PV0173
 PV0173                         *CURRENT SURVEY CONTROL
 PV0173  ___________________________________________________________________
 PV0173* NAD 83(1986)-  44 45 38.     (N)    105 22 51.     (W)     SCALED    
 PV0173* NAVD 88     -      1095.830  (meters)    3595.24   (feet)  ADJUSTED  
 PV0173  ___________________________________________________________________
 PV0173  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 PV0173  DYNAMIC HT  -        1095.478 (meters)    3594.08  (feet)  COMP
 PV0173  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 PV0173  OBS GRAVITY -     980,258.0   (mgal)                       GRAV_OBS
 PV0173
 PV0173  VERT ORDER  -  FIRST     CLASS II
 PV0173
 PV0173.The horizontal coordinates were scaled from a topographic map and have
 PV0173.an estimated accuracy of +/- 6 seconds.
 PV0173
 PV0173.The orthometric height was determined by differential leveling
 PV0173.and adjusted by the National Geodetic Survey in June 1991..
 PV0173
 PV0173.The geoid height was determined by GEOID03.
 PV0173
 PV0173.The dynamic height is computed by dividing the NAVD 88
 PV0173.geopotential number by the normal gravity value computed on the
 PV0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0173.degrees latitude (g = 980.6199 gals.).
 PV0173
 PV0173.The modeled gravity was interpolated from observed gravity values.
 PV0173.The observed gravity was obtained from relative gravimeter ties
 PV0173.to the IGSN71 gravity network.
 PV0173
 PV0173;                    North         East    Units  Estimated Accuracy
 PV0173;SPC WY E     -   473,280.      183,050.      MT  (+/- 180 meters Scaled)
 PV0173
 PV0173                          SUPERSEDED SURVEY CONTROL
 PV0173
 PV0173  NGVD 29 (??/??/92) 1095.185  (m)         3593.12   (f) ADJ UNCH    1 2
 PV0173
 PV0173.Superseded values are not recommended for survey control.
 PV0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0173.See file dsdata.txt to determine how the superseded data were derived.
 PV0173
 PV0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK698564(NAD 83)
 PV0173_MARKER: DB = BENCH MARK DISK
 PV0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0173_SP_SET: CONCRETE POST
 PV0173_STAMPING: A 36 1933
 PV0173_MARK LOGO: CGS   
 PV0173_PROJECTION: PROJECTING 10 CENTIMETERS
 PV0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0173+STABILITY: SURFACE MOTION
 PV0173
 PV0173  HISTORY     - Date     Condition        Report By
 PV0173  HISTORY     - 1933     MONUMENTED       CGS
 PV0173  HISTORY     - 1971     GOOD             USGS
 PV0173  HISTORY     - 1972     GOOD             NGS
 PV0173  HISTORY     - 1985     GOOD             NGS
 PV0173
 PV0173                          STATION DESCRIPTION
 PV0173
 PV0173'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0173'36.7 MI N FROM GILLETTE.
 PV0173'R.R. STATION AT GILLETTE, 36.7 MILES NORTH ALONG GILLETTE, 8.8
 PV0173'MI. N. OF ALONG WYOMING STATE HWY. 59, 195 FT. SE. OF THE SE.
 PV0173'CORNER OF A 74 FT. CONCRETE BRIDGE OVER WHITE TAIL CREEK, 114
 PV0173'FT. E. OF THE CENTERLINE OF THE HIGHWAY, 15 FT. E. OF A FENCE
 PV0173'LINE, 02 FT. S. OF A WITNESS POST.  A STANDARD DISK, STAMPED
 PV0173'A 36 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 PV0173'IN. ABOVE GROUND.
 PV0173
 PV0173                          STATION RECOVERY (1972)
 PV0173
 PV0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PV0173'RECOVERED IN GOOD CONDITION.
 PV0173
 PV0173                          STATION RECOVERY (1985)
 PV0173
 PV0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0173'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  40.28 KM
 PV0173'(25.03 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY SCHOOL IN
 PV0173'BIDDLE MONTANA, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A GRAVEL
 PV0173'ROAD LEADING NORTHEAST TO A LARGE GRAVEL QUARRY, 35.1 METERS (115 FT)
 PV0173'EAST OF THE HIGHWAY CENTERLINE, 96.9 METERS (318 FT) NORTH OF THE
 PV0173'CENTER OF THE ROAD, 59.7 METERS (196 FT) SOUTHEAST OF THE SOUTHEAST
 PV0173'CORNER OF A CONCRETE BRIDGE OVER WHITE TAIL CREEK, 33.5 METERS
 PV0173'(110 FT) EAST-SOUTHEAST OF MILEPOST 153 AND 4.6 METERS (15 FT) EAST OF
 PV0173'THE RIGHT OF WAY FENCE.
 PV0173'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 PV0173'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0295 ***********************************************************************
 OV0295  DESIGNATION -  A 360
 OV0295  PID         -  OV0295
 OV0295  STATE/COUNTY-  WY/NATRONA
 OV0295  USGS QUAD   -  MIDWEST (1978)
 OV0295
 OV0295                         *CURRENT SURVEY CONTROL
 OV0295  ___________________________________________________________________
 OV0295* NAD 83(1986)-  43 22 42.     (N)    106 15 50.     (W)     SCALED    
 OV0295* NAVD 88     -      1507.612  (meters)    4946.22   (feet)  ADJUSTED  
 OV0295  ___________________________________________________________________
 OV0295  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 OV0295  DYNAMIC HT  -        1506.774 (meters)    4943.47  (feet)  COMP
 OV0295  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 OV0295
 OV0295  VERT ORDER  -  FIRST     CLASS II
 OV0295
 OV0295.The horizontal coordinates were scaled from a topographic map and have
 OV0295.an estimated accuracy of +/- 6 seconds.
 OV0295
 OV0295.The orthometric height was determined by differential leveling
 OV0295.and adjusted by the National Geodetic Survey in June 1991..
 OV0295
 OV0295.The geoid height was determined by GEOID03.
 OV0295
 OV0295.The dynamic height is computed by dividing the NAVD 88
 OV0295.geopotential number by the normal gravity value computed on the
 OV0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0295.degrees latitude (g = 980.6199 gals.).
 OV0295
 OV0295.The modeled gravity was interpolated from observed gravity values.
 OV0295
 OV0295;                    North         East    Units  Estimated Accuracy
 OV0295;SPC WYEC     -   420,240.      486,660.      MT  (+/- 180 meters Scaled)
 OV0295
 OV0295                          SUPERSEDED SURVEY CONTROL
 OV0295
 OV0295  NGVD 29 (06/08/92) 1506.804  (m)         4943.57   (f) ADJUSTED    1 2
 OV0295
 OV0295.Superseded values are not recommended for survey control.
 OV0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0295.See file dsdata.txt to determine how the superseded data were derived.
 OV0295
 OV0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ976036(NAD 83)
 OV0295_MARKER: I = METAL ROD
 OV0295_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0295+WITH SETTING: INFORMATION.
 OV0295_SP_SET: SHALLOW-SET METAL ROD
 OV0295_STAMPING: A 360 1985
 OV0295_MARK LOGO: NGS   
 OV0295_PROJECTION: FLUSH
 OV0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0295_ROD/PIPE-DEPTH: 1.8  meters
 OV0295
 OV0295  HISTORY     - Date     Condition        Report By
 OV0295  HISTORY     - 1985     MONUMENTED       NGS
 OV0295
 OV0295                          STATION DESCRIPTION
 OV0295
 OV0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0295'3.6 KM (2.25 MI) SOUTH FROM MIDWEST.
 OV0295'3.55 KM (2.21 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0295'STATE HIGHWAY 387 AT MIDWEST, IN THE TOP OF THE APPROXIMATE CENTER OF
 OV0295'A SMALL FLAT BETWEEN TWO RAVINES, 0.86 KM (0.53 MI) NORTH OF THE RIM
 OV0295'ROCK BAR, 44.5 METERS (146 FT) WEST OF THE HIGHWAY CENTERLINE, 50.6
 OV0295'METERS (166 FT) WEST-SOUTHWEST OF MILEPOST 26, 21.0 METERS (69 FT)
 OV0295'NORTH OF A POWER POLE AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY
 OV0295'FENCE.  ROD SET TO 6 FOOT ANCHORED REFUSAL.
 OV0295'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OV0295'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0431 ***********************************************************************
 PV0431  DESIGNATION -  A 361
 PV0431  PID         -  PV0431
 PV0431  STATE/COUNTY-  WY/WESTON
 PV0431  USGS QUAD   -  THORNTON (1984)
 PV0431
 PV0431                         *CURRENT SURVEY CONTROL
 PV0431  ___________________________________________________________________
 PV0431* NAD 83(1986)-  44 09 08.     (N)    104 43 08.     (W)     SCALED    
 PV0431* NAVD 88     -      1323.412  (meters)    4341.89   (feet)  ADJUSTED  
 PV0431  ___________________________________________________________________
 PV0431  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0431  DYNAMIC HT  -        1322.878 (meters)    4340.14  (feet)  COMP
 PV0431  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 PV0431
 PV0431  VERT ORDER  -  FIRST     CLASS II
 PV0431
 PV0431.The horizontal coordinates were scaled from a topographic map and have
 PV0431.an estimated accuracy of +/- 6 seconds.
 PV0431
 PV0431.The orthometric height was determined by differential leveling
 PV0431.and adjusted by the National Geodetic Survey in June 1991..
 PV0431
 PV0431.The geoid height was determined by GEOID03.
 PV0431
 PV0431.The dynamic height is computed by dividing the NAVD 88
 PV0431.geopotential number by the normal gravity value computed on the
 PV0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0431.degrees latitude (g = 980.6199 gals.).
 PV0431
 PV0431.The modeled gravity was interpolated from observed gravity values.
 PV0431
 PV0431;                    North         East    Units  Estimated Accuracy
 PV0431;SPC WY E     -   405,760.      235,820.      MT  (+/- 180 meters Scaled)
 PV0431
 PV0431                          SUPERSEDED SURVEY CONTROL
 PV0431
 PV0431.No superseded survey control is available for this station.
 PV0431
 PV0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ224888(NAD 83)
 PV0431_MARKER: I = METAL ROD
 PV0431_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0431+WITH SETTING: INFORMATION.
 PV0431_SP_SET: SHALLOW-SET METAL ROD
 PV0431_STAMPING: A 361 1985
 PV0431_MARK LOGO: NGS   
 PV0431_PROJECTION: FLUSH
 PV0431_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PV0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0431_ROD/PIPE-DEPTH: 2.7  meters
 PV0431
 PV0431  HISTORY     - Date     Condition        Report By
 PV0431  HISTORY     - 1985     MONUMENTED       NGS
 PV0431  HISTORY     - 19991025 GOOD             WYDT
 PV0431
 PV0431                          STATION DESCRIPTION
 PV0431
 PV0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0431'9.5 KM (5.9 MI) NW FROM UPTON.
 PV0431'9.55 KM (5.95 MI) NORTHWEST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0431'UPTON, 29.5 METERS (97 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 23.8
 PV0431'METERS (78 FT) SOUTHWEST OF MILEPOST 14, 0.6 METER (2 FT) SOUTHEAST OF
 PV0431'THE SOUTHEAST END OF A WOODEN RIGHT OF WAY FENCE BRACE AND 0.3 METER
 PV0431'(1 FT) NORTHEAST OF A RIGHT-OF-WAY FENCE.  ROD SET TO 9-FOOT ANCHORED
 PV0431'REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PV0431'CAP.
 PV0431'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PV0431'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 PV0431
 PV0431                          STATION RECOVERY (1999)
 PV0431
 PV0431'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (RDR)
 PV0431'FOUND AS DESCRIBED WITH THIS CORRECTION- MILEPOSTS IN THE DESCRIPTION
 PV0431'IS IN THE 200 SERIES.  POINT AT HIGHWAY MILEPOST 214.1.  LATITUDE AND
 PV0431'LONGITUDE ARE FROM A HAND HELD GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0340 ***********************************************************************
 OU0340  DESIGNATION -  A 362
 OU0340  PID         -  OU0340
 OU0340  STATE/COUNTY-  WY/WESTON
 OU0340  USGS QUAD   -  NEWCASTLE (1979)
 OU0340
 OU0340                         *CURRENT SURVEY CONTROL
 OU0340  ___________________________________________________________________
 OU0340* NAD 83(1986)-  43 52 12.     (N)    104 11 45.     (W)     SCALED    
 OU0340* NAVD 88     -      1449.235  (meters)    4754.70   (feet)  ADJUSTED  
 OU0340  ___________________________________________________________________
 OU0340  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 OU0340  DYNAMIC HT  -        1448.576 (meters)    4752.54  (feet)  COMP
 OU0340  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 OU0340
 OU0340  VERT ORDER  -  FIRST     CLASS II
 OU0340
 OU0340.The horizontal coordinates were scaled from a topographic map and have
 OU0340.an estimated accuracy of +/- 6 seconds.
 OU0340
 OU0340.The orthometric height was determined by differential leveling
 OU0340.and adjusted by the National Geodetic Survey in June 1991..
 OU0340
 OU0340.The geoid height was determined by GEOID03.
 OU0340
 OU0340.The dynamic height is computed by dividing the NAVD 88
 OU0340.geopotential number by the normal gravity value computed on the
 OU0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0340.degrees latitude (g = 980.6199 gals.).
 OU0340
 OU0340.The modeled gravity was interpolated from observed gravity values.
 OU0340
 OU0340;                    North         East    Units  Estimated Accuracy
 OU0340;SPC WY E     -   374,760.      278,030.      MT  (+/- 180 meters Scaled)
 OU0340
 OU0340                          SUPERSEDED SURVEY CONTROL
 OU0340
 OU0340.No superseded survey control is available for this station.
 OU0340
 OU0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ646577(NAD 83)
 OU0340_MARKER: DB = BENCH MARK DISK
 OU0340_SETTING: 66 = SET IN ROCK OUTCROP
 OU0340_SP_SET: SANDSTONE OUTCROP
 OU0340_STAMPING: A 362 1985
 OU0340_MARK LOGO: NGS   
 OU0340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0340+STABILITY: POSITION/ELEVATION WELL
 OU0340
 OU0340  HISTORY     - Date     Condition        Report By
 OU0340  HISTORY     - 1985     MONUMENTED       NGS
 OU0340
 OU0340                          STATION DESCRIPTION
 OU0340
 OU0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0340'3.3 KM (2.05 MI) NORTH FROM NEWCASTLE.
 OU0340'3.3 KM (2.05 MI) NORTH ALONG US HIGHWAY 85 FROM THE JUNCTION OF US
 OU0340'HIGHWAY 16 AT NEWCASTLE, AT THE NORTHEAST END OF A SHORT DEEP FILL, IN
 OU0340'TOP OF THE NORTHWEST END OF A 2- BY 3-FOOT PORTION OF SANDSTONE
 OU0340'OUTCROP PROJECTING 2-INCHES ABOVE THE SURFACE OF THE GROUND, 0.1 KM
 OU0340'(0.05 MI) NORTHEAST OF MILEPOST 231, 36.3 METERS (119 FT) SOUTHEAST OF
 OU0340'THE HIGHWAY CENTERLINE, 61.2 METERS (201 FT) EAST-NORTHEAST OF THE
 OU0340'NORTHEAST END OF A STEEL GUARD RAIL AND 0.15 METER (0.5 FT) NORTHWEST
 OU0340'OF A RIGHT-OF-WAY FENCE.
 OU0340'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OU0340'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0292 ***********************************************************************
 OV0292  DESIGNATION -  A 364
 OV0292  PID         -  OV0292
 OV0292  STATE/COUNTY-  WY/NATRONA
 OV0292  USGS QUAD   -  MIDWEST (1978)
 OV0292
 OV0292                         *CURRENT SURVEY CONTROL
 OV0292  ___________________________________________________________________
 OV0292* NAD 83(1986)-  43 25 35.     (N)    106 17 28.     (W)     SCALED    
 OV0292* NAVD 88     -      1466.479  (meters)    4811.27   (feet)  ADJUSTED  
 OV0292  ___________________________________________________________________
 OV0292  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 OV0292  DYNAMIC HT  -        1465.680 (meters)    4808.65  (feet)  COMP
 OV0292  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 OV0292
 OV0292  VERT ORDER  -  FIRST     CLASS II
 OV0292
 OV0292.The horizontal coordinates were scaled from a topographic map and have
 OV0292.an estimated accuracy of +/- 6 seconds.
 OV0292
 OV0292.The orthometric height was determined by differential leveling
 OV0292.and adjusted by the National Geodetic Survey in June 1991..
 OV0292
 OV0292.The geoid height was determined by GEOID03.
 OV0292
 OV0292.The dynamic height is computed by dividing the NAVD 88
 OV0292.geopotential number by the normal gravity value computed on the
 OV0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0292.degrees latitude (g = 980.6199 gals.).
 OV0292
 OV0292.The modeled gravity was interpolated from observed gravity values.
 OV0292
 OV0292;                    North         East    Units  Estimated Accuracy
 OV0292;SPC WYEC     -   425,550.      484,390.      MT  (+/- 180 meters Scaled)
 OV0292
 OV0292                          SUPERSEDED SURVEY CONTROL
 OV0292
 OV0292  NGVD 29 (06/08/92) 1465.684  (m)         4808.66   (f) ADJUSTED    1 2
 OV0292
 OV0292.Superseded values are not recommended for survey control.
 OV0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0292.See file dsdata.txt to determine how the superseded data were derived.
 OV0292
 OV0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ954089(NAD 83)
 OV0292_MARKER: DB = BENCH MARK DISK
 OV0292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OV0292_SP_SET: BRIDGE ABUTMENT
 OV0292_STAMPING: A 364 1985
 OV0292_MARK LOGO: NGS   
 OV0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0292
 OV0292  HISTORY     - Date     Condition        Report By
 OV0292  HISTORY     - 1985     MONUMENTED       NGS
 OV0292
 OV0292                          STATION DESCRIPTION
 OV0292
 OV0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0292'2.7 KM (1.7 MI) NW FROM MIDWEST.
 OV0292'2.69 KM (1.67 MI) NORTHWEST ALONG STATE HIGHWAY 387 FROM THE JUNCTION
 OV0292'OF STATE HIGHWAY 259 AT MIDWEST, IN THE TOP CENTER OF THE SOUTH END OF
 OV0292'THE WEST CONCRETE ABUTMENT FOR THE BRIDGE OVER SALT CREEK, 0.50 KM
 OV0292'(0.31 MI) EAST OF MILEPOST 98, 6.1 METERS (20 FT) SOUTH OF THE HIGHWAY
 OV0292'CENTERLINE AND 1.7 METERS (5.5 FT) NORTH OF THE VERY SOUTH END OF THE
 OV0292'ABUTMENT.
 OV0292'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0908 ***********************************************************************
 PY0908  DESIGNATION -  A 365
 PY0908  PID         -  PY0908
 PY0908  STATE/COUNTY-  WY/PARK
 PY0908  USGS QUAD   -  BEACH LAKE (1986)
 PY0908
 PY0908                         *CURRENT SURVEY CONTROL
 PY0908  ___________________________________________________________________
 PY0908* NAD 83(1986)-  44 36 51.     (N)    110 35 39.     (W)     SCALED    
 PY0908* NAVD 88     -      2458.148  (meters)    8064.77   (feet)  ADJUSTED  
 PY0908  ___________________________________________________________________
 PY0908  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 PY0908  DYNAMIC HT  -        2456.513 (meters)    8059.41  (feet)  COMP
 PY0908  MODELED GRAV-     979,863.5   (mgal)                       NAVD 88
 PY0908
 PY0908  VERT ORDER  -  FIRST     CLASS II
 PY0908
 PY0908.The horizontal coordinates were scaled from a topographic map and have
 PY0908.an estimated accuracy of +/- 6 seconds.
 PY0908
 PY0908.The orthometric height was determined by differential leveling
 PY0908.and adjusted by the National Geodetic Survey in June 1991..
 PY0908
 PY0908.The geoid height was determined by GEOID03.
 PY0908
 PY0908.The dynamic height is computed by dividing the NAVD 88
 PY0908.geopotential number by the normal gravity value computed on the
 PY0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0908.degrees latitude (g = 980.6199 gals.).
 PY0908
 PY0908.The modeled gravity was interpolated from observed gravity values.
 PY0908
 PY0908;                    North         East    Units  Estimated Accuracy
 PY0908;SPC WYWC     -   458,650.      453,630.      MT  (+/- 180 meters Scaled)
 PY0908
 PY0908                          SUPERSEDED SURVEY CONTROL
 PY0908
 PY0908  NGVD 29 (08/20/92) 2456.753  (m)         8060.20   (f) ADJUSTED    1 2
 PY0908
 PY0908.Superseded values are not recommended for survey control.
 PY0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0908.See file dsdata.txt to determine how the superseded data were derived.
 PY0908
 PY0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ322401(NAD 83)
 PY0908_MARKER: DB = BENCH MARK DISK
 PY0908_SETTING: 80 = SET IN A BOULDER
 PY0908_SP_SET: BOULDER
 PY0908_STAMPING: A 365 1987
 PY0908_MARK LOGO: NGS   
 PY0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0908+STABILITY: SURFACE MOTION
 PY0908
 PY0908  HISTORY     - Date     Condition        Report By
 PY0908  HISTORY     - 1987     MONUMENTED       NGS
 PY0908
 PY0908                          STATION DESCRIPTION
 PY0908
 PY0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0908'24.0 KM (14.90 MI) SW FROM CANYON JUNCTION.
 PY0908'10.9 KM (6.75 MI) SOUTH ALONG THE MAIN ROAD FROM CANYON JUNCTION,
 PY0908'THENCE 14.2 KM (8.80 MI) WESTERLY ALONG TROUT CREEK TRAIL (OLD FIRE
 PY0908'ROAD TO MARY LAKE), NEAR THE EASTERN EDGE OF A LARGE OPEN PARK AREA,
 PY0908'IN THE TOP OF AND 0.6 M (2.0 FT) WEST OF THE EAST EDGE OF A 5 X 6
 PY0908'FOOT BOULDER THAT PROJECTS 3-1/2 FEET, 10.7 M (35.1 FT) NORTH OF THE
 PY0908'CENTER OF AN OLD TRACK ROAD, 6.7 M (22.0 FT) SOUTH OF THE TRAIL
 PY0908'CENTER, 6.7 M (22.0 FT) EAST OF A 3-FORKED TREE AT A SMALL GROVE IN
 PY0908'THE CLEARING, 0.6 MWEST OF THE EAST EDGE OF THE BOULDER, AND 0.5 M
 PY0908'(1.6 FT) EAST OF A 2-INCH CHISELED SQUARE IN TOP OF THE SAME BOULDER.
 PY0908'THE MARK IS 0.9 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1032 ***********************************************************************
 PY1032  DESIGNATION -  A 366
 PY1032  PID         -  PY1032
 PY1032  STATE/COUNTY-  WY/PARK
 PY1032  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1032
 PY1032                         *CURRENT SURVEY CONTROL
 PY1032  ___________________________________________________________________
 PY1032* NAD 83(1986)-  44 55 51.     (N)    110 26 38.     (W)     SCALED    
 PY1032* NAVD 88     -      1975.926  (meters)    6482.68   (feet)  ADJUSTED  
 PY1032  ___________________________________________________________________
 PY1032  GEOID HEIGHT-          -8.43  (meters)                     GEOID03
 PY1032  DYNAMIC HT  -        1974.844 (meters)    6479.13  (feet)  COMP
 PY1032  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 PY1032
 PY1032  VERT ORDER  -  FIRST     CLASS II
 PY1032
 PY1032.The horizontal coordinates were scaled from a topographic map and have
 PY1032.an estimated accuracy of +/- 6 seconds.
 PY1032
 PY1032.The orthometric height was determined by differential leveling
 PY1032.and adjusted by the National Geodetic Survey in June 1991..
 PY1032
 PY1032.The geoid height was determined by GEOID03.
 PY1032
 PY1032.The dynamic height is computed by dividing the NAVD 88
 PY1032.geopotential number by the normal gravity value computed on the
 PY1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1032.degrees latitude (g = 980.6199 gals.).
 PY1032
 PY1032.The modeled gravity was interpolated from observed gravity values.
 PY1032
 PY1032;                    North         East    Units  Estimated Accuracy
 PY1032;SPC WYWC     -   493,570.      466,290.      MT  (+/- 180 meters Scaled)
 PY1032
 PY1032                          SUPERSEDED SURVEY CONTROL
 PY1032
 PY1032  NGVD 29 (08/20/92) 1974.665  (m)         6478.55   (f) ADJUSTED    1 2
 PY1032
 PY1032.Superseded values are not recommended for survey control.
 PY1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1032.See file dsdata.txt to determine how the superseded data were derived.
 PY1032
 PY1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ438754(NAD 83)
 PY1032_MARKER: I = METAL ROD
 PY1032_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY1032+WITH SETTING: INFORMATION.
 PY1032_SP_SET: SHALLOW-SET METAL ROD
 PY1032_STAMPING: A 366 1987
 PY1032_MARK LOGO: NGS   
 PY1032_PROJECTION: FLUSH
 PY1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1032_ROD/PIPE-DEPTH: 1.2  meters
 PY1032
 PY1032  HISTORY     - Date     Condition        Report By
 PY1032  HISTORY     - 1987     MONUMENTED       NGS
 PY1032
 PY1032                          STATION DESCRIPTION
 PY1032
 PY1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1032'3.1 KM (1.95 MI) WEST FROM TOWER JUNCTION.
 PY1032'3.1 KM (1.95 MI) WESTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1032'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, 52.9 M (173.6 FT)
 PY1032'NORTHEAST OF THE SOUTHEAST END OF A ROAD CUT, AND 5.8 M (19.0 FT)
 PY1032'NORTHWEST OF THE CENTER OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT
 PY1032'IS HAD THROUGH A 5-INCH LOGO CAP.
 PY1032'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0958 ***********************************************************************
 PY0958  DESIGNATION -  A 367
 PY0958  PID         -  PY0958
 PY0958  STATE/COUNTY-  WY/PARK
 PY0958  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0958
 PY0958                         *CURRENT SURVEY CONTROL
 PY0958  ___________________________________________________________________
 PY0958* NAD 83(1986)-  44 42 55.     (N)    110 39 17.     (W)     SCALED    
 PY0958* NAVD 88     -      2346.884  (meters)    7699.74   (feet)  ADJUSTED  
 PY0958  ___________________________________________________________________
 PY0958  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0958  DYNAMIC HT  -        2345.431 (meters)    7694.97  (feet)  COMP
 PY0958  MODELED GRAV-     979,913.3   (mgal)                       NAVD 88
 PY0958
 PY0958  VERT ORDER  -  FIRST     CLASS II
 PY0958
 PY0958.The horizontal coordinates were scaled from a topographic map and have
 PY0958.an estimated accuracy of +/- 6 seconds.
 PY0958
 PY0958.The orthometric height was determined by differential leveling
 PY0958.and adjusted by the National Geodetic Survey in June 1991..
 PY0958
 PY0958.The geoid height was determined by GEOID03.
 PY0958
 PY0958.The dynamic height is computed by dividing the NAVD 88
 PY0958.geopotential number by the normal gravity value computed on the
 PY0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0958.degrees latitude (g = 980.6199 gals.).
 PY0958
 PY0958.The modeled gravity was interpolated from observed gravity values.
 PY0958
 PY0958;                    North         East    Units  Estimated Accuracy
 PY0958;SPC WYWC     -   469,990.      449,090.      MT  (+/- 180 meters Scaled)
 PY0958
 PY0958                          SUPERSEDED SURVEY CONTROL
 PY0958
 PY0958  NGVD 29 (08/20/92) 2345.550  (m)         7695.36   (f) ADJUSTED    1 2
 PY0958
 PY0958.Superseded values are not recommended for survey control.
 PY0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0958.See file dsdata.txt to determine how the superseded data were derived.
 PY0958
 PY0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ273513(NAD 83)
 PY0958_MARKER: DB = BENCH MARK DISK
 PY0958_SETTING: 66 = SET IN ROCK OUTCROP
 PY0958_SP_SET: BEDROCK
 PY0958_STAMPING: A 367 1987
 PY0958_MARK LOGO: NGS   
 PY0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0958+STABILITY: POSITION/ELEVATION WELL
 PY0958
 PY0958  HISTORY     - Date     Condition        Report By
 PY0958  HISTORY     - 1987     MONUMENTED       NGS
 PY0958
 PY0958                          STATION DESCRIPTION
 PY0958
 PY0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0958'4.0 KM (2.50 MI) EAST FROM NORRIS JUNCTION.
 PY0958'3.0 KM (1.85 MI) EASTERLY ALONG CANYON VILLAGE HIGHWAY FROM THE
 PY0958'MUSEUM AT NORRIS JUNCTION, THENCE 1.0 KM (0.60 MI) EAST ALONG
 PY0958'VIRGINIA CASCADES ROAD, IN A 2 BY 3 FOOT ROCK LEDGE AT THE BASE OF A
 PY0958'VERTICAL ROCK CUT ABOUT MIDWAY UP A HILL, 6.9 M (22.6 FT) NORTH OF A
 PY0958'LONE GUARD POST, AND 4.2 M (13.8 FT) NORTH OF THE CENTER OF THE ROAD.
 PY0958'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0935 ***********************************************************************
 PY0935  DESIGNATION -  A 368
 PY0935  PID         -  PY0935
 PY0935  STATE/COUNTY-  WY/TETON
 PY0935  USGS QUAD   -  WEST THUMB (1986)
 PY0935
 PY0935                         *CURRENT SURVEY CONTROL
 PY0935  ___________________________________________________________________
 PY0935* NAD 83(1986)-  44 29 19.     (N)    110 31 58.     (W)     SCALED    
 PY0935* NAVD 88     -      2427.319  (meters)    7963.63   (feet)  ADJUSTED  
 PY0935  ___________________________________________________________________
 PY0935  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 PY0935  DYNAMIC HT  -        2425.672 (meters)    7958.23  (feet)  COMP
 PY0935  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 PY0935
 PY0935  VERT ORDER  -  FIRST     CLASS II
 PY0935
 PY0935.The horizontal coordinates were scaled from a topographic map and have
 PY0935.an estimated accuracy of +/- 6 seconds.
 PY0935
 PY0935.The orthometric height was determined by differential leveling
 PY0935.and adjusted by the National Geodetic Survey in June 1991..
 PY0935
 PY0935.The geoid height was determined by GEOID03.
 PY0935
 PY0935.The dynamic height is computed by dividing the NAVD 88
 PY0935.geopotential number by the normal gravity value computed on the
 PY0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0935.degrees latitude (g = 980.6199 gals.).
 PY0935
 PY0935.The modeled gravity was interpolated from observed gravity values.
 PY0935
 PY0935;                    North         East    Units  Estimated Accuracy
 PY0935;SPC WY W     -   543,140.      764,250.      MT  (+/- 180 meters Scaled)
 PY0935
 PY0935                          SUPERSEDED SURVEY CONTROL
 PY0935
 PY0935  NGVD 29 (08/20/92) 2425.912  (m)         7959.01   (f) ADJUSTED    1 2
 PY0935
 PY0935.Superseded values are not recommended for survey control.
 PY0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0935.See file dsdata.txt to determine how the superseded data were derived.
 PY0935
 PY0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ371262(NAD 83)
 PY0935_MARKER: I = METAL ROD
 PY0935_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0935_SP_SET: STAINLESS STEEL ROD
 PY0935_STAMPING: A 368 1987
 PY0935_MARK LOGO: NGS   
 PY0935_PROJECTION: FLUSH
 PY0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0935_ROD/PIPE-DEPTH: 4.6  meters
 PY0935
 PY0935  HISTORY     - Date     Condition        Report By
 PY0935  HISTORY     - 1987     MONUMENTED       NGS
 PY0935
 PY0935                          STATION DESCRIPTION
 PY0935
 PY0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0935'11.7 KM (7.25 MI) NORTH FROM WEST THUMB.
 PY0935'9.7 KM (6.05 MI) NORTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0935'JUNCTION OF WEST THUMB GEYSER BASIN ENTRANCE ROAD IN WEST THUMB,
 PY0935'THENCE 1.8 KM (1.10 MI) NORTHEASTERLY ALONG A SERVICE ROAD (OLD
 PY0935'HIGHWAY), 4.7 M (15.4 FT) SOUTHEAST OF THE CENTER OF THE ROAD, AND
 PY0935'1.6 M (5.2 FT) NORTHEAST OF UTILITY POLE NUMBER 145.  NOTE--ACCESS TO
 PY0935'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0935'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0808 ***********************************************************************
 PY0808  DESIGNATION -  A 369
 PY0808  PID         -  PY0808
 PY0808  STATE/COUNTY-  WY/TETON
 PY0808  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY0808
 PY0808                         *CURRENT SURVEY CONTROL
 PY0808  ___________________________________________________________________
 PY0808* NAD 83(1986)-  44 17 42.     (N)    110 36 49.     (W)     SCALED    
 PY0808* NAVD 88     -      2375.337  (meters)    7793.08   (feet)  ADJUSTED  
 PY0808  ___________________________________________________________________
 PY0808  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0808  DYNAMIC HT  -        2373.731 (meters)    7787.82  (feet)  COMP
 PY0808  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 PY0808
 PY0808  VERT ORDER  -  FIRST     CLASS II
 PY0808
 PY0808.The horizontal coordinates were scaled from a topographic map and have
 PY0808.an estimated accuracy of +/- 6 seconds.
 PY0808
 PY0808.The orthometric height was determined by differential leveling
 PY0808.and adjusted by the National Geodetic Survey in June 1991..
 PY0808
 PY0808.The geoid height was determined by GEOID03.
 PY0808
 PY0808.The dynamic height is computed by dividing the NAVD 88
 PY0808.geopotential number by the normal gravity value computed on the
 PY0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0808.degrees latitude (g = 980.6199 gals.).
 PY0808
 PY0808.The modeled gravity was interpolated from observed gravity values.
 PY0808
 PY0808;                    North         East    Units  Estimated Accuracy
 PY0808;SPC WY W     -   521,660.      757,680.      MT  (+/- 180 meters Scaled)
 PY0808
 PY0808                          SUPERSEDED SURVEY CONTROL
 PY0808
 PY0808  NGVD 29 (08/20/92) 2373.962  (m)         7788.57   (f) ADJUSTED    1 2
 PY0808
 PY0808.Superseded values are not recommended for survey control.
 PY0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0808.See file dsdata.txt to determine how the superseded data were derived.
 PY0808
 PY0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ308047(NAD 83)
 PY0808_MARKER: DB = BENCH MARK DISK
 PY0808_SETTING: 66 = SET IN ROCK OUTCROP
 PY0808_SP_SET: BEDROCK
 PY0808_STAMPING: A 369 1987
 PY0808_MARK LOGO: NGS   
 PY0808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0808+STABILITY: POSITION/ELEVATION WELL
 PY0808
 PY0808  HISTORY     - Date     Condition        Report By
 PY0808  HISTORY     - 1987     MONUMENTED       NGS
 PY0808
 PY0808                          STATION DESCRIPTION
 PY0808
 PY0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0808'12.2 KM (7.60 MI) SOUTH FROM GRANT VILLAGE.
 PY0808'12.3 KM (7.65 MI) SOUTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0808'JUNCTION OF GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, NEAR THE
 PY0808'CENTER OF A LARGE EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 30.6 M
 PY0808'(100.4 FT) NORTH-NORTHEAST OF THE SOUTH END OF A PULLOUT, 17.0 M
 PY0808'(55.8 FT) SOUTHEAST OF THE NORTH END OF A PULLOUT, 5.2 M (17.1 FT)
 PY0808'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) SOUTHEAST
 PY0808'OF THE SOUTHEAST CORNER OF A STORM DRAIN.
 PY0808'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0280 ***********************************************************************
 PW0280  DESIGNATION -  A 37
 PW0280  PID         -  PW0280
 PW0280  STATE/COUNTY-  WY/WASHAKIE
 PW0280  USGS QUAD   -  TEN SLEEP (1976)
 PW0280
 PW0280                         *CURRENT SURVEY CONTROL
 PW0280  ___________________________________________________________________
 PW0280* NAD 83(1986)-  44 02 49.     (N)    107 25 52.     (W)     SCALED    
 PW0280* NAVD 88     -      1386.395  (meters)    4548.53   (feet)  ADJUSTED  
 PW0280  ___________________________________________________________________
 PW0280  GEOID HEIGHT-         -10.66  (meters)                     GEOID03
 PW0280  DYNAMIC HT  -        1385.788 (meters)    4546.54  (feet)  COMP
 PW0280  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 PW0280
 PW0280  VERT ORDER  -  FIRST     CLASS II
 PW0280
 PW0280.The horizontal coordinates were scaled from a topographic map and have
 PW0280.an estimated accuracy of +/- 6 seconds.
 PW0280
 PW0280.The orthometric height was determined by differential leveling
 PW0280.and adjusted by the National Geodetic Survey in June 1991..
 PW0280
 PW0280.The geoid height was determined by GEOID03.
 PW0280
 PW0280.The dynamic height is computed by dividing the NAVD 88
 PW0280.geopotential number by the normal gravity value computed on the
 PW0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0280.degrees latitude (g = 980.6199 gals.).
 PW0280
 PW0280.The modeled gravity was interpolated from observed gravity values.
 PW0280
 PW0280;                    North         East    Units  Estimated Accuracy
 PW0280;SPC WYEC     -   493,970.      392,160.      MT  (+/- 180 meters Scaled)
 PW0280
 PW0280                          SUPERSEDED SURVEY CONTROL
 PW0280
 PW0280  NGVD 29 (??/??/92) 1385.65   (m)         4546.1    (f) COMPUTED    1 2
 PW0280
 PW0280.Superseded values are not recommended for survey control.
 PW0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0280.See file dsdata.txt to determine how the superseded data were derived.
 PW0280
 PW0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ052799(NAD 83)
 PW0280_MARKER: DB = BENCH MARK DISK
 PW0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0280_STAMPING: A 37 1934
 PW0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0280+STABILITY: SURFACE MOTION
 PW0280
 PW0280  HISTORY     - Date     Condition        Report By
 PW0280  HISTORY     - 1934     MONUMENTED       CGS
 PW0280  HISTORY     - 1966     MARK NOT FOUND   NGS
 PW0280
 PW0280                          STATION DESCRIPTION
 PW0280
 PW0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0280'1.6 MI NE FROM TEN SLEEP.
 PW0280'1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0280'COUNTY, NORTHWEST OF THE HIGHEST POINT ON THE HIGHWAY IN THIS
 PW0280'VICINITY, 137.8 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION WITH
 PW0280'A SIDE ROAD LEADING SOUTHWEST, 28.8 FEET SOUTH OF THE CENTERLINE OF
 PW0280'THE ROAD, 48.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 3
 PW0280'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 37 1934 AND
 PW0280'SET IN THE TOP OF A CONCRETE POST.
 PW0280
 PW0280                          STATION RECOVERY (1966)
 PW0280
 PW0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PW0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0621 ***********************************************************************
 PV0621  DESIGNATION -  A 370
 PV0621  PID         -  PV0621
 PV0621  STATE/COUNTY-  WY/CROOK
 PV0621  USGS QUAD   -  BEULAH (1984)
 PV0621
 PV0621                         *CURRENT SURVEY CONTROL
 PV0621  ___________________________________________________________________
 PV0621* NAD 83(1986)-  44 32 40.     (N)    104 07 12.     (W)     SCALED    
 PV0621* NAVD 88     -      1107.264  (meters)    3632.75   (feet)  ADJUSTED  
 PV0621  ___________________________________________________________________
 PV0621  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 PV0621  DYNAMIC HT  -        1106.905 (meters)    3631.57  (feet)  COMP
 PV0621  MODELED GRAV-     980,255.4   (mgal)                       NAVD 88
 PV0621
 PV0621  VERT ORDER  -  FIRST     CLASS II
 PV0621
 PV0621.The horizontal coordinates were scaled from a topographic map and have
 PV0621.an estimated accuracy of +/- 6 seconds.
 PV0621
 PV0621.The orthometric height was determined by differential leveling
 PV0621.and adjusted by the National Geodetic Survey in September 1993..
 PV0621
 PV0621.The geoid height was determined by GEOID03.
 PV0621
 PV0621.The dynamic height is computed by dividing the NAVD 88
 PV0621.geopotential number by the normal gravity value computed on the
 PV0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0621.degrees latitude (g = 980.6199 gals.).
 PV0621
 PV0621.The modeled gravity was interpolated from observed gravity values.
 PV0621
 PV0621;                    North         East    Units  Estimated Accuracy
 PV0621;SPC WY E     -   449,780.      283,170.      MT  (+/- 180 meters Scaled)
 PV0621
 PV0621                          SUPERSEDED SURVEY CONTROL
 PV0621
 PV0621.No superseded survey control is available for this station.
 PV0621
 PV0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK699327(NAD 83)
 PV0621_MARKER: I = METAL ROD
 PV0621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0621_SP_SET: STAINLESS STEEL ROD
 PV0621_STAMPING: A 370 1991
 PV0621_MARK LOGO: NGS   
 PV0621_PROJECTION: FLUSH
 PV0621_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0621+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0621_ROD/PIPE-DEPTH: 3.1  meters
 PV0621
 PV0621  HISTORY     - Date     Condition        Report By
 PV0621  HISTORY     - 1991     MONUMENTED       NGS
 PV0621
 PV0621                          STATION DESCRIPTION
 PV0621
 PV0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0621'2.4 KM (1.50 MI) WESTERLY ALONG A PAVED ROAD (INTERSTATE HIGHWAY 90
 PV0621'FRONTAGE ROAD) FROM THE POST OFFICE IN BEULAH, 33.3 M (109.3 FT)
 PV0621'NORTH OF THE CENTERLINE OF THE HIGHWAY, 17.2 M (56.4 FT) EAST OF THE
 PV0621'CENTER OF A FIELD ENTRANCE, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 PV0621'HIGHWAY, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST AND FENCE.
 PV0621'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0070 ***********************************************************************
 PW0070  DESIGNATION -  A 38
 PW0070  PID         -  PW0070
 PW0070  STATE/COUNTY-  WY/JOHNSON
 PW0070  USGS QUAD   -  CARIBOU CREEK (1993)
 PW0070
 PW0070                         *CURRENT SURVEY CONTROL
 PW0070  ___________________________________________________________________
 PW0070* NAD 83(1986)-  44 14 32.     (N)    106 55 00.     (W)     SCALED    
 PW0070* NAVD 88     -      2443.795  (meters)    8017.68   (feet)  ADJUSTED  
 PW0070  ___________________________________________________________________
 PW0070  GEOID HEIGHT-          -9.88  (meters)                     GEOID03
 PW0070  DYNAMIC HT  -        2442.379 (meters)    8013.04  (feet)  COMP
 PW0070  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 PW0070
 PW0070  VERT ORDER  -  FIRST     CLASS II
 PW0070
 PW0070.The horizontal coordinates were scaled from a topographic map and have
 PW0070.an estimated accuracy of +/- 6 seconds.
 PW0070
 PW0070.The orthometric height was determined by differential leveling
 PW0070.and adjusted by the National Geodetic Survey in June 1991..
 PW0070
 PW0070.The geoid height was determined by GEOID03.
 PW0070
 PW0070.The dynamic height is computed by dividing the NAVD 88
 PW0070.geopotential number by the normal gravity value computed on the
 PW0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0070.degrees latitude (g = 980.6199 gals.).
 PW0070
 PW0070.The modeled gravity was interpolated from observed gravity values.
 PW0070
 PW0070;                    North         East    Units  Estimated Accuracy
 PW0070;SPC WYEC     -   515,750.      433,280.      MT  (+/- 180 meters Scaled)
 PW0070
 PW0070                          SUPERSEDED SURVEY CONTROL
 PW0070
 PW0070  NGVD 29 (??/??/92) 2442.888  (m)         8014.71   (f) ADJ UNCH    1 2
 PW0070
 PW0070.Superseded values are not recommended for survey control.
 PW0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0070.See file dsdata.txt to determine how the superseded data were derived.
 PW0070
 PW0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK469005(NAD 83)
 PW0070_MARKER: DB = BENCH MARK DISK
 PW0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0070_STAMPING: A 38 1934
 PW0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0070+STABILITY: SURFACE MOTION
 PW0070
 PW0070  HISTORY     - Date     Condition        Report By
 PW0070  HISTORY     - 1934     MONUMENTED       CGS
 PW0070
 PW0070                          STATION DESCRIPTION
 PW0070
 PW0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0070'21.9 MI SW FROM BUFFALO.
 PW0070'21.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0070'COUNTY, 6.0 MILES NORTH OF CARIBOU CAMP, 2.2 MILES NORTH OF WILLOW
 PW0070'CREEK MARSH, 0.4 MILE SOUTH OF THE SISTERS HILL ROAD, 0.2 MILE SOUTH
 PW0070'OF LITTLE SOUR DOUGH CREEK, 54.6 FEET EAST OF THE CENTERLINE OF THE
 PW0070'HIGHWAY, AND ABOUT 6.0 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 PW0070'STAMPED A 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0178 ***********************************************************************
 PW0178  DESIGNATION -  A 39
 PW0178  PID         -  PW0178
 PW0178  STATE/COUNTY-  WY/SHERIDAN
 PW0178  USGS QUAD   -  UCROSS (1970)
 PW0178
 PW0178                         *CURRENT SURVEY CONTROL
 PW0178  ___________________________________________________________________
 PW0178* NAD 83(1986)-  44 34 36.     (N)    106 30 38.     (W)     SCALED    
 PW0178* NAVD 88     -      1244.255  (meters)    4082.19   (feet)  ADJUSTED  
 PW0178  ___________________________________________________________________
 PW0178  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 PW0178  DYNAMIC HT  -        1243.742 (meters)    4080.51  (feet)  COMP
 PW0178  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 PW0178  OBS GRAVITY -     980,163.0   (mgal)                       GRAV_OBS
 PW0178
 PW0178  VERT ORDER  -  FIRST     CLASS II
 PW0178
 PW0178.The horizontal coordinates were scaled from a topographic map and have
 PW0178.an estimated accuracy of +/- 6 seconds.
 PW0178
 PW0178.The orthometric height was determined by differential leveling
 PW0178.and adjusted by the National Geodetic Survey in June 1991..
 PW0178
 PW0178.The geoid height was determined by GEOID03.
 PW0178
 PW0178.The dynamic height is computed by dividing the NAVD 88
 PW0178.geopotential number by the normal gravity value computed on the
 PW0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0178.degrees latitude (g = 980.6199 gals.).
 PW0178
 PW0178.The modeled gravity was interpolated from observed gravity values.
 PW0178.The observed gravity was obtained from relative gravimeter ties
 PW0178.to the IGSN71 gravity network.
 PW0178
 PW0178;                    North         East    Units  Estimated Accuracy
 PW0178;SPC WYEC     -   553,150.      465,350.      MT  (+/- 180 meters Scaled)
 PW0178
 PW0178                          SUPERSEDED SURVEY CONTROL
 PW0178
 PW0178  NGVD 29 (??/??/92) 1243.513  (m)         4079.76   (f) ADJ UNCH    1 2
 PW0178
 PW0178.Superseded values are not recommended for survey control.
 PW0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0178.See file dsdata.txt to determine how the superseded data were derived.
 PW0178
 PW0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK800370(NAD 83)
 PW0178_MARKER: DB = BENCH MARK DISK
 PW0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0178_STAMPING: A 39 1934
 PW0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0178+STABILITY: SURFACE MOTION
 PW0178
 PW0178  HISTORY     - Date     Condition        Report By
 PW0178  HISTORY     - 1934     MONUMENTED       CGS
 PW0178  HISTORY     - 1970     GOOD             USGS
 PW0178
 PW0178                          STATION DESCRIPTION
 PW0178
 PW0178'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PW0178'1.6 MI NE FROM UCROSS.
 PW0178'1.9 MILES NORTHEAST ALONG US HIGHWAYS 14 AND 16 TOWARD CLEARMONT FROM
 PW0178'THE CENTER OF THE BRIDGE OVER PINEY CREEK AT UCROSS, ALSO 1.3 MILES
 PW0178'SOUTHWEST OF A CONCRETE GRAIN ELEVATOR, THENCE 110 FEET NORTH OF AN
 PW0178'OLD RAILWAY CUT OF THE WYOMING RAILWAY, NOW COMPLETELY DISMANTLED. 90
 PW0178'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 30 FEET EAST OF THE TOP
 PW0178'OF THE OLD RAILWAY FILL.  IN TALL GRASS AND WEEDS.  A STANDARD DISK
 PW0178'STAMPED A 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0111 ***********************************************************************
 PW0111  DESIGNATION -  A 4
 PW0111  PID         -  PW0111
 PW0111  STATE/COUNTY-  WY/SHERIDAN
 PW0111  USGS QUAD   -  MONARCH (1978)
 PW0111
 PW0111                         *CURRENT SURVEY CONTROL
 PW0111  ___________________________________________________________________
 PW0111* NAD 83(1986)-  44 54 06.     (N)    107 01 12.     (W)     SCALED    
 PW0111* NAVD 88     -      1108.353  (meters)    3636.32   (feet)  ADJUSTED  
 PW0111  ___________________________________________________________________
 PW0111  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 PW0111  DYNAMIC HT  -        1107.978 (meters)    3635.09  (feet)  COMP
 PW0111  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 PW0111
 PW0111  VERT ORDER  -  FIRST     CLASS II
 PW0111
 PW0111.The horizontal coordinates were scaled from a topographic map and have
 PW0111.an estimated accuracy of +/- 6 seconds.
 PW0111
 PW0111.The orthometric height was determined by differential leveling
 PW0111.and adjusted by the National Geodetic Survey in June 1991..
 PW0111
 PW0111.The geoid height was determined by GEOID03.
 PW0111
 PW0111.The dynamic height is computed by dividing the NAVD 88
 PW0111.geopotential number by the normal gravity value computed on the
 PW0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0111.degrees latitude (g = 980.6199 gals.).
 PW0111
 PW0111.The modeled gravity was interpolated from observed gravity values.
 PW0111
 PW0111;                    North         East    Units  Estimated Accuracy
 PW0111;SPC WYEC     -   588,990.      424,750.      MT  (+/- 180 meters Scaled)
 PW0111
 PW0111                          SUPERSEDED SURVEY CONTROL
 PW0111
 PW0111  NGVD 29 (??/??/92) 1107.629  (m)         3633.95   (f) ADJ UNCH    1 2
 PW0111
 PW0111.Superseded values are not recommended for survey control.
 PW0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0111.See file dsdata.txt to determine how the superseded data were derived.
 PW0111
 PW0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK405740(NAD 83)
 PW0111_MARKER: DB = BENCH MARK DISK
 PW0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0111_SP_SET: ABUTMENT
 PW0111_STAMPING: A 4 1908
 PW0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0111
 PW0111  HISTORY     - Date     Condition        Report By
 PW0111  HISTORY     - 1908     MONUMENTED       CGS
 PW0111  HISTORY     - 1957     GOOD             NGS
 PW0111
 PW0111                          STATION DESCRIPTION
 PW0111
 PW0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0111'0.35 MI E FROM KLEENBURN.
 PW0111'0.35 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0111'THE STATION AT KLEENBURN, IN THE TOP OF THE SOUTHEAST END OF THE
 PW0111'NORTHEAST CONCRETE ABUTMENT OF STEEL GIRDER BRIDGE NUMBER 707.74 OVER
 PW0111'TONGUE RIVER, 4 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 INCHES
 PW0111'BELOW THE TOP OF THE ABUTMENT, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 PW0111'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0064 ***********************************************************************
 OV0064  DESIGNATION -  A 40
 OV0064  PID         -  OV0064
 OV0064  STATE/COUNTY-  WY/JOHNSON
 OV0064  USGS QUAD   -  DRY CREEK RESERVOIR (1981)
 OV0064
 OV0064                         *CURRENT SURVEY CONTROL
 OV0064  ___________________________________________________________________
 OV0064* NAD 83(1986)-  43 45 38.     (N)    106 36 42.     (W)     SCALED    
 OV0064* NAVD 88     -      1451.511  (meters)    4762.17   (feet)  ADJUSTED  
 OV0064  ___________________________________________________________________
 OV0064  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 OV0064  DYNAMIC HT  -        1450.748 (meters)    4759.66  (feet)  COMP
 OV0064  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 OV0064
 OV0064  VERT ORDER  -  SECOND    CLASS 0
 OV0064
 OV0064.The horizontal coordinates were scaled from a topographic map and have
 OV0064.an estimated accuracy of +/- 6 seconds.
 OV0064
 OV0064.The orthometric height was determined by differential leveling
 OV0064.and adjusted by the National Geodetic Survey in June 1991..
 OV0064
 OV0064.The geoid height was determined by GEOID03.
 OV0064
 OV0064.The dynamic height is computed by dividing the NAVD 88
 OV0064.geopotential number by the normal gravity value computed on the
 OV0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0064.degrees latitude (g = 980.6199 gals.).
 OV0064
 OV0064.The modeled gravity was interpolated from observed gravity values.
 OV0064
 OV0064;                    North         East    Units  Estimated Accuracy
 OV0064;SPC WYEC     -   462,400.      458,110.      MT  (+/- 180 meters Scaled)
 OV0064
 OV0064                          SUPERSEDED SURVEY CONTROL
 OV0064
 OV0064  NGVD 29 (??/??/92) 1450.678  (m)         4759.43   (f) ADJ UNCH    2 0
 OV0064
 OV0064.Superseded values are not recommended for survey control.
 OV0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0064.See file dsdata.txt to determine how the superseded data were derived.
 OV0064
 OV0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ702465(NAD 83)
 OV0064_MARKER: DB = BENCH MARK DISK
 OV0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0064_STAMPING: A 40 1934
 OV0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0064+STABILITY: SURFACE MOTION
 OV0064
 OV0064  HISTORY     - Date     Condition        Report By
 OV0064  HISTORY     - 1934     MONUMENTED       CGS
 OV0064  HISTORY     - 1958     MARK NOT FOUND   USGS
 OV0064
 OV0064                          STATION DESCRIPTION
 OV0064
 OV0064'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0064'4.0 MI N FROM KAYCEE.
 OV0064'4.0 MILES NORTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY, 0.4
 OV0064'MILE SOUTH OF NORTH POWDER RIVER, 66.0 FEET SOUTHEAST OF THE CENTER OF
 OV0064'THE INTERSECTION WITH A DIRT CROSSROAD, 30.0 FEET SOUTH OF THE
 OV0064'CENTERLINE OF THE ROAD, 62.8 FEET EAST OF THE CENTERLINE OF THE
 OV0064'HIGHWAY, AND 1.4 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED A 40
 OV0064'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0166 ***********************************************************************
 OX0166  DESIGNATION -  A 41
 OX0166  PID         -  OX0166
 OX0166  STATE/COUNTY-  WY/TETON
 OX0166  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 OX0166
 OX0166                         *CURRENT SURVEY CONTROL
 OX0166  ___________________________________________________________________
 OX0166* NAD 83(1986)-  43 37 01.     (N)    110 43 19.     (W)     SCALED    
 OX0166* NAVD 88     -      1971.018  (meters)    6466.58   (feet)  ADJUSTED  
 OX0166  ___________________________________________________________________
 OX0166  GEOID HEIGHT-          -9.34  (meters)                     GEOID03
 OX0166  DYNAMIC HT  -        1969.709 (meters)    6462.29  (feet)  COMP
 OX0166  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 OX0166
 OX0166  VERT ORDER  -  SECOND    CLASS 0
 OX0166
 OX0166.The horizontal coordinates were scaled from a topographic map and have
 OX0166.an estimated accuracy of +/- 6 seconds.
 OX0166
 OX0166.The orthometric height was determined by differential leveling
 OX0166.and adjusted by the National Geodetic Survey in June 1991..
 OX0166
 OX0166.The geoid height was determined by GEOID03.
 OX0166
 OX0166.The dynamic height is computed by dividing the NAVD 88
 OX0166.geopotential number by the normal gravity value computed on the
 OX0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0166.degrees latitude (g = 980.6199 gals.).
 OX0166
 OX0166.The modeled gravity was interpolated from observed gravity values.
 OX0166
 OX0166;                    North         East    Units  Estimated Accuracy
 OX0166;SPC WY W     -   446,390.      748,450.      MT  (+/- 180 meters Scaled)
 OX0166
 OX0166                          SUPERSEDED SURVEY CONTROL
 OX0166
 OX0166  NGVD 29 (??/??/92) 1969.721  (m)         6462.33   (f) ADJ UNCH    2 0
 OX0166
 OX0166.Superseded values are not recommended for survey control.
 OX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0166.See file dsdata.txt to determine how the superseded data were derived.
 OX0166
 OX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP224293(NAD 83)
 OX0166_MARKER: DB = BENCH MARK DISK
 OX0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0166_STAMPING: A 41 1934
 OX0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0166+STABILITY: SURFACE MOTION
 OX0166
 OX0166  HISTORY     - Date     Condition        Report By
 OX0166  HISTORY     - 1934     MONUMENTED       CGS
 OX0166  HISTORY     - 1964     GOOD             NGS
 OX0166
 OX0166                          STATION DESCRIPTION
 OX0166
 OX0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OX0166'9.65 MI N FROM JACKSON.
 OX0166'TO REACH FROM THE PUBLIC SQUARE IN JACKSON GO NORTH 9.65 MILES ON US
 OX0166'HIGHWAY 187 TO THE MARK ON THE LEFT.  (3.6 MILES NORTH OF BRIDGE OVER
 OX0166'GROS VENTRE RIVER.  2.9 MILES SOUTH OF BRIDGE OVER SNAKE RIVER AND 0.5
 OX0166'MILES SOUTH OF ROAD LEADING TO THE JACKSON HOLE RANCH) THE MARK IS
 OX0166'LOCATED ABOUT 100 FEET WEST OF THE EDGE OF A NEW HIGHWAY (NOW UNDER
 OX0166'CONSTRUCTION) AND 50 FEET WEST OF THE CENTERLINE OF OLD HIGHWAY. THE
 OX0166'MARK IS A STANDARD DISK STAMPED A 41 1934 SET IN A CONCRETE POST
 OX0166'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0005 ***********************************************************************
 OX0005  DESIGNATION -  A 42
 OX0005  PID         -  OX0005
 OX0005  STATE/COUNTY-  WY/TETON
 OX0005  USGS QUAD   -  ROSIES RIDGE (1996)
 OX0005
 OX0005                         *CURRENT SURVEY CONTROL
 OX0005  ___________________________________________________________________
 OX0005* NAD 83(1986)-  43 51 01.     (N)    110 20 57.     (W)     SCALED    
 OX0005* NAVD 88     -      2139.527  (meters)    7019.43   (feet)  ADJUSTED  
 OX0005  ___________________________________________________________________
 OX0005  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 OX0005  DYNAMIC HT  -        2138.065 (meters)    7014.63  (feet)  COMP
 OX0005  MODELED GRAV-     979,859.3   (mgal)                       NAVD 88
 OX0005
 OX0005  VERT ORDER  -  SECOND    CLASS 0
 OX0005
 OX0005.The horizontal coordinates were scaled from a topographic map and have
 OX0005.an estimated accuracy of +/- 6 seconds.
 OX0005
 OX0005.The orthometric height was determined by differential leveling
 OX0005.and adjusted by the National Geodetic Survey in June 1991..
 OX0005
 OX0005.The geoid height was determined by GEOID03.
 OX0005
 OX0005.The dynamic height is computed by dividing the NAVD 88
 OX0005.geopotential number by the normal gravity value computed on the
 OX0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0005.degrees latitude (g = 980.6199 gals.).
 OX0005
 OX0005.The modeled gravity was interpolated from observed gravity values.
 OX0005
 OX0005;                    North         East    Units  Estimated Accuracy
 OX0005;SPC WY W     -   472,150.      778,630.      MT  (+/- 180 meters Scaled)
 OX0005
 OX0005                          SUPERSEDED SURVEY CONTROL
 OX0005
 OX0005  NGVD 29 (??/??/92) 2138.216  (m)         7015.13   (f) ADJ UNCH    2 0
 OX0005
 OX0005.Superseded values are not recommended for survey control.
 OX0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0005.See file dsdata.txt to determine how the superseded data were derived.
 OX0005
 OX0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP523554(NAD 83)
 OX0005_MARKER: DB = BENCH MARK DISK
 OX0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0005_STAMPING: A 42 1934
 OX0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0005+STABILITY: SURFACE MOTION
 OX0005
 OX0005  HISTORY     - Date     Condition        Report By
 OX0005  HISTORY     - 1934     MONUMENTED       CGS
 OX0005  HISTORY     - 1960     GOOD             NGS
 OX0005  HISTORY     - 19891101 GOOD             LOCSUR
 OX0005
 OX0005                          STATION DESCRIPTION
 OX0005
 OX0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OX0005'14.5 MI E FROM MORAN.
 OX0005'14.5 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, TETON
 OX0005'COUNTY, ABOUT 13.2 MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY 187,
 OX0005'ABOUT 6.1 MILES EAST OF THE BRIDGE OVER LAVA CREEK, 3.9 MILES EAST OF
 OX0005'NEILS PLACE, 2.6 MILES EAST OF THE ROAD LEADING TO THE HATCHEE RANCH,
 OX0005'ABOUT 0.4 MILE WEST OF THE ENTRANCE TO THE BLACK ROCK RANGER STATION,
 OX0005'AT THE EDGE OF A CUT, IN A DRAW, 38.5 FEET NORTH OF THE CENTERLINE OF
 OX0005'THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 OX0005'DISK, STAMPED A 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0005
 OX0005                          STATION RECOVERY (1989)
 OX0005
 OX0005'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (PNS)
 OX0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0150 ***********************************************************************
 OW0150  DESIGNATION -  A 43
 OW0150  PID         -  OW0150
 OW0150  STATE/COUNTY-  WY/FREMONT
 OW0150  USGS QUAD   -  DUBOIS (1991)
 OW0150
 OW0150                         *CURRENT SURVEY CONTROL
 OW0150  ___________________________________________________________________
 OW0150* NAD 83(1986)-  43 34 24.     (N)    109 44 09.     (W)     SCALED    
 OW0150* NAVD 88     -      2182.194  (meters)    7159.41   (feet)  ADJUSTED  
 OW0150  ___________________________________________________________________
 OW0150  GEOID HEIGHT-          -7.87  (meters)                     GEOID03
 OW0150  DYNAMIC HT  -        2180.667 (meters)    7154.40  (feet)  COMP
 OW0150  MODELED GRAV-     979,841.2   (mgal)                       NAVD 88
 OW0150
 OW0150  VERT ORDER  -  SECOND    CLASS 0
 OW0150
 OW0150.The horizontal coordinates were scaled from a topographic map and have
 OW0150.an estimated accuracy of +/- 6 seconds.
 OW0150
 OW0150.The orthometric height was determined by differential leveling
 OW0150.and adjusted by the National Geodetic Survey in June 1991..
 OW0150
 OW0150.The geoid height was determined by GEOID03.
 OW0150
 OW0150.The dynamic height is computed by dividing the NAVD 88
 OW0150.geopotential number by the normal gravity value computed on the
 OW0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0150.degrees latitude (g = 980.6199 gals.).
 OW0150
 OW0150.The modeled gravity was interpolated from observed gravity values.
 OW0150
 OW0150;                    North         East    Units  Estimated Accuracy
 OW0150;SPC WYWC     -   341,820.      520,370.      MT  (+/- 180 meters Scaled)
 OW0150
 OW0150                          SUPERSEDED SURVEY CONTROL
 OW0150
 OW0150  NGVD 29 (??/??/92) 2180.955  (m)         7155.35   (f) ADJ UNCH    2 0
 OW0150
 OW0150.Superseded values are not recommended for survey control.
 OW0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0150.See file dsdata.txt to determine how the superseded data were derived.
 OW0150
 OW0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP020252(NAD 83)
 OW0150_MARKER: DB = BENCH MARK DISK
 OW0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0150_STAMPING: A 43 1934
 OW0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0150+STABILITY: SURFACE MOTION
 OW0150
 OW0150  HISTORY     - Date     Condition        Report By
 OW0150  HISTORY     - 1934     MONUMENTED       CGS
 OW0150  HISTORY     - 1954     MARK NOT FOUND   NGS
 OW0150
 OW0150                          STATION DESCRIPTION
 OW0150
 OW0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0150'6.0 MI W FROM DUBOIS.
 OW0150'ABOUT 6.0 MILES WEST ALONG U.S. HIGHWAY 287 FROM DUBOIS, FREMONT
 OW0150'COUNTY, ABOUT 3.2 MILES EAST OF THE EAST BRIDGE OVER WIND RIVER, ABOUT
 OW0150'1.0 MILE WEST OF THE INTERSECTION WITH A ROAD LEADING TO A POWER
 OW0150'PLANT, ABOUT 300.0 FEET NORTH OF WIND RIVER, AT A CURVE, 20.5 FEET
 OW0150'EAST OF AN IRRIGATION DITCH, 41.3 FEET SOUTH OF THE CENTER LINE OF THE
 OW0150'HIGHWAY, AND 2.6 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED A 43
 OW0150'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OW0150
 OW0150                          STATION RECOVERY (1954)
 OW0150
 OW0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 OW0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LM0533 ***********************************************************************
 LM0533  DESIGNATION -  A 43
 LM0533  PID         -  LM0533
 LM0533  STATE/COUNTY-  WY/ALBANY
 LM0533  USGS QUAD   -  KINGS CANYON (1950)
 LM0533
 LM0533                         *CURRENT SURVEY CONTROL
 LM0533  ___________________________________________________________________
 LM0533* NAD 83(1986)-  40 59 52.     (N)    106 12 13.     (W)     SCALED    
 LM0533* NAVD 88     -      2686.945  (meters)    8815.42   (feet)  ADJUSTED  
 LM0533  ___________________________________________________________________
 LM0533  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 LM0533  DYNAMIC HT  -        2684.225 (meters)    8806.49  (feet)  COMP
 LM0533  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 LM0533
 LM0533  VERT ORDER  -  FIRST     CLASS II
 LM0533
 LM0533.The horizontal coordinates were scaled from a topographic map and have
 LM0533.an estimated accuracy of +/- 6 seconds.
 LM0533
 LM0533.The orthometric height was determined by differential leveling
 LM0533.and adjusted by the National Geodetic Survey in June 1991..
 LM0533
 LM0533.The geoid height was determined by GEOID03.
 LM0533
 LM0533.The dynamic height is computed by dividing the NAVD 88
 LM0533.geopotential number by the normal gravity value computed on the
 LM0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0533.degrees latitude (g = 980.6199 gals.).
 LM0533
 LM0533.The modeled gravity was interpolated from observed gravity values.
 LM0533
 LM0533;                    North         East    Units  Estimated Accuracy
 LM0533;SPC WY E     -    55,790.      112,760.      MT  (+/- 180 meters Scaled)
 LM0533
 LM0533                          SUPERSEDED SURVEY CONTROL
 LM0533
 LM0533  NGVD 29 (??/??/92) 2685.59   (m)         8811.0    (f) COMPUTED    1 2
 LM0533
 LM0533.Superseded values are not recommended for survey control.
 LM0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0533.See file dsdata.txt to determine how the superseded data were derived.
 LM0533
 LM0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF987392(NAD 83)
 LM0533_MARKER: DB = BENCH MARK DISK
 LM0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0533_STAMPING: A 43 1934
 LM0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0533+STABILITY: SURFACE MOTION
 LM0533
 LM0533  HISTORY     - Date     Condition        Report By
 LM0533  HISTORY     - 1934     MONUMENTED       CGS
 LM0533  HISTORY     - 1956     GOOD             NGS
 LM0533
 LM0533                          STATION DESCRIPTION
 LM0533
 LM0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0533'11.0 MI S FROM FOXPARK.
 LM0533'11.0 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0533'RAILROAD FROM THE STATION AT FOXPARK, 37.9 FEET SOUTHEAST OF THE
 LM0533'SOUTHEAST RAIL, 37 FEET NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY
 LM0533'230, 15.6 FEET NORTHWEST OF A NATIONAL FOREST SIGN, 57 FEET NORTHEAST
 LM0533'OF A COLORADO AND WYOMING STATE LINE MARKER, 3.9 FEET NORTHWEST OF A
 LM0533'FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, 11 POLES NORTHEAST OF
 LM0533'MILEPOST 66, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 LM0533'ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP 12
 LM0533'NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0039 ***********************************************************************
 OX0039  DESIGNATION -  A 45
 OX0039  PID         -  OX0039
 OX0039  STATE/COUNTY-  WY/SUBLETTE
 OX0039  USGS QUAD   -  SIGNAL HILL (1982)
 OX0039
 OX0039                         *CURRENT SURVEY CONTROL
 OX0039  ___________________________________________________________________
 OX0039* NAD 83(1986)-  43 03 58.     (N)    110 09 52.     (W)     SCALED    
 OX0039* NAVD 88     -      2335.525  (meters)    7662.47   (feet)  ADJUSTED  
 OX0039  ___________________________________________________________________
 OX0039  GEOID HEIGHT-         -10.83  (meters)                     GEOID03
 OX0039  DYNAMIC HT  -        2333.580 (meters)    7656.09  (feet)  COMP
 OX0039  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 OX0039
 OX0039  VERT ORDER  -  FIRST     CLASS II
 OX0039
 OX0039.The horizontal coordinates were scaled from a topographic map and have
 OX0039.an estimated accuracy of +/- 6 seconds.
 OX0039
 OX0039.The orthometric height was determined by differential leveling
 OX0039.and adjusted by the National Geodetic Survey in June 1991..
 OX0039
 OX0039.The geoid height was determined by GEOID03.
 OX0039
 OX0039.The dynamic height is computed by dividing the NAVD 88
 OX0039.geopotential number by the normal gravity value computed on the
 OX0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0039.degrees latitude (g = 980.6199 gals.).
 OX0039
 OX0039.The modeled gravity was interpolated from observed gravity values.
 OX0039
 OX0039;                    North         East    Units  Estimated Accuracy
 OX0039;SPC WY W     -   385,000.      793,390.      MT  (+/- 180 meters Scaled)
 OX0039
 OX0039                          SUPERSEDED SURVEY CONTROL
 OX0039
 OX0039  NGVD 29 (??/??/92) 2333.991  (m)         7657.44   (f) ADJ UNCH    1 2
 OX0039
 OX0039.Superseded values are not recommended for survey control.
 OX0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0039.See file dsdata.txt to determine how the superseded data were derived.
 OX0039
 OX0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN680684(NAD 83)
 OX0039_MARKER: DB = BENCH MARK DISK
 OX0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0039_STAMPING: A 45 1934
 OX0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0039+STABILITY: SURFACE MOTION
 OX0039
 OX0039  HISTORY     - Date     Condition        Report By
 OX0039  HISTORY     - 1934     MONUMENTED       CGS
 OX0039  HISTORY     - 1966     GOOD             NGS
 OX0039  HISTORY     - 1971     MARK NOT FOUND   LOCSUR
 OX0039
 OX0039                          STATION DESCRIPTION
 OX0039
 OX0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0039'24.0 MI NW FROM PINEDALE.
 OX0039'ABOUT 24.0 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 OX0039'AT PINEDALE, SUBLETTE COUNTY, ABOUT 13.1 MILES NORTH OF THE JUNCTION
 OX0039'WITH STATE HIGHWAY 287, ABOUT 4.0 MILES NORTHWEST OF THE BRIDGE OVER
 OX0039'GREEN RIVER, 53.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 OX0039'13.0 FEET SOUTH OF A SOUTH GATE POST.  A STANDARD DISK, STAMPED A 45
 OX0039'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0039
 OX0039                          STATION RECOVERY (1966)
 OX0039
 OX0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OX0039'RECOVERED IN GOOD CONDITION.
 OX0039
 OX0039                          STATION RECOVERY (1971)
 OX0039
 OX0039'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 OX0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0040 ***********************************************************************
 OX0040  DESIGNATION -  A 45 RESET
 OX0040  PID         -  OX0040
 OX0040  STATE/COUNTY-  WY/SUBLETTE
 OX0040  USGS QUAD   -  SIGNAL HILL (1982)
 OX0040
 OX0040                         *CURRENT SURVEY CONTROL
 OX0040  ___________________________________________________________________
 OX0040* NAD 83(1986)-  43 03 57.     (N)    110 09 52.     (W)     SCALED    
 OX0040* NAVD 88     -      2335.53   (+/-2cm)    7662.5    (feet)  VERTCON   
 OX0040  ___________________________________________________________________
 OX0040  GEOID HEIGHT-         -10.83  (meters)                     GEOID03
 OX0040
 OX0040  VERT ORDER  -  THIRD (See Below)
 OX0040
 OX0040.The horizontal coordinates were scaled from a topographic map and have
 OX0040.an estimated accuracy of +/- 6 seconds.
 OX0040
 OX0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0040.The vertical order pertains to the NGVD 29 superseded value.
 OX0040
 OX0040.The geoid height was determined by GEOID03.
 OX0040
 OX0040;                    North         East    Units  Estimated Accuracy
 OX0040;SPC WY W     -   384,970.      793,390.      MT  (+/- 180 meters Scaled)
 OX0040
 OX0040                          SUPERSEDED SURVEY CONTROL
 OX0040
 OX0040  NGVD 29 (03/28/06) 2333.99   (m)         7657.4    (f) RESET       3  
 OX0040
 OX0040.Superseded values are not recommended for survey control.
 OX0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0040.See file dsdata.txt to determine how the superseded data were derived.
 OX0040
 OX0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN680684(NAD 83)
 OX0040_MARKER: DB = BENCH MARK DISK
 OX0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0040_STAMPING: A 45 RESET 1971
 OX0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0040+STABILITY: SURFACE MOTION
 OX0040
 OX0040  HISTORY     - Date     Condition        Report By
 OX0040  HISTORY     - 1971     MONUMENTED       WYHD
 OX0040
 OX0040                          STATION DESCRIPTION
 OX0040
 OX0040'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1971
 OX0040'24.0 MI NW FROM PINEDALE.
 OX0040'ABOUT 24 MILES NORTHWEST ALONG U. S. HIGHWAY 187 FROM THE COURT HOUSE
 OX0040'AT PINEDALE, ABOUT 13 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY
 OX0040'287, ABOUT 4 MILES NORTHWEST OF THE BRIDGE OVER THE GREEN RIVER, 198
 OX0040'FEET LEFT OF HIGHWAY STATION 247+42 ON PROJECT SCP 6450, ON THE EAST
 OX0040'SIDE OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0158 ***********************************************************************
 OW0158  FBN         -  This is a Federal Base Network Control Station.
 OW0158  DESIGNATION -  A 47
 OW0158  PID         -  OW0158
 OW0158  STATE/COUNTY-  WY/FREMONT
 OW0158  USGS QUAD   -  MASON DRAW (1979)
 OW0158
 OW0158                         *CURRENT SURVEY CONTROL
 OW0158  ___________________________________________________________________
 OW0158* NAD 83(1993)-  43 30 39.26626(N)    109 34 14.50860(W)     ADJUSTED  
 OW0158* NAVD 88     -      2090.984  (meters)    6860.17   (feet)  ADJUSTED  
 OW0158  ___________________________________________________________________
 OW0158  X           -  -1,552,440.186 (meters)                     COMP
 OW0158  Y           -  -4,366,824.507 (meters)                     COMP
 OW0158  Z           -   4,370,274.763 (meters)                     COMP
 OW0158  LAPLACE CORR-          -8.05  (seconds)                    DEFLEC99
 OW0158  ELLIP HEIGHT-        2082.88  (meters)          (02/28/01) GPS OBS
 OW0158  GEOID HEIGHT-          -8.13  (meters)                     GEOID03
 OW0158  DYNAMIC HT  -        2089.552 (meters)    6855.47  (feet)  COMP
 OW0158  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 OW0158
 OW0158  HORZ ORDER  -  A
 OW0158  VERT ORDER  -  SECOND    CLASS 0
 OW0158  ELLP ORDER  -  SECOND    CLASS I
 OW0158
 OW0158.The horizontal coordinates were established by GPS observations
 OW0158.and adjusted by the National Geodetic Survey in October 1994..
 OW0158
 OW0158.The orthometric height was determined by differential leveling
 OW0158.and adjusted by the National Geodetic Survey in June 1991..
 OW0158.WARNING-GPS observations at this control monument resulted in a GPS
 OW0158.derived orthometric height which differed from the leveled height by
 OW0158.more than one decimeter (0.1 meter).
 OW0158
 OW0158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OW0158
 OW0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0158
 OW0158.The ellipsoidal height was determined by GPS observations
 OW0158.and is referenced to NAD 83.
 OW0158
 OW0158.The geoid height was determined by GEOID03.
 OW0158
 OW0158.The dynamic height is computed by dividing the NAVD 88
 OW0158.geopotential number by the normal gravity value computed on the
 OW0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0158.degrees latitude (g = 980.6199 gals.).
 OW0158
 OW0158.The modeled gravity was interpolated from observed gravity values.
 OW0158
 OW0158;                    North         East     Units Scale Factor Converg.
 OW0158;SPC WYWC     -   334,738.089   533,640.742   MT  0.99999165   -0 33 54.2
 OW0158;UTM  12      - 4,818,544.963   615,530.894   MT  0.99976418   +0 59 03.0
 OW0158
 OW0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0158!SPC WYWC     -   0.99967348  x   0.99999165  =   0.99966513
 OW0158!UTM  12      -   0.99967348  x   0.99976418  =   0.99943774
 OW0158
 OW0158                          SUPERSEDED SURVEY CONTROL
 OW0158
 OW0158  ELLIP H (10/19/94) 2082.91   (m)                       GP(       ) 3 1
 OW0158  NAVD 88 (10/19/94) 2090.98   (m)         6860.2    (f) LEVELING    3  
 OW0158  NGVD 29 (??/??/92) 2089.80   (m)         6856.3    (f) COMPUTED    2 0
 OW0158
 OW0158.Superseded values are not recommended for survey control.
 OW0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0158.See file dsdata.txt to determine how the superseded data were derived.
 OW0158
 OW0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP1553118545(NAD 83)
 OW0158_MARKER: DB = BENCH MARK DISK
 OW0158_SETTING: 66 = SET IN ROCK OUTCROP
 OW0158_SP_SET: ROCK OUTCROP
 OW0158_STAMPING: A 47 1934
 OW0158_MARK LOGO: CGS   
 OW0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0158+STABILITY: POSITION/ELEVATION WELL
 OW0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OW0158+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2004
 OW0158
 OW0158  HISTORY     - Date     Condition        Report By
 OW0158  HISTORY     - 1934     MONUMENTED       CGS
 OW0158  HISTORY     - 19930717 GOOD             NGS
 OW0158  HISTORY     - 19990714 GOOD             NGS
 OW0158  HISTORY     - 20041229 GOOD             INDIV
 OW0158
 OW0158                          STATION DESCRIPTION
 OW0158
 OW0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0158'4.2 MI E FROM DUBOIS.
 OW0158'ABOUT 4.2 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0158'DUBOIS, FREMONT COUNTY, ABOUT 0.2 MILE EAST OF THE BRIDGE OVER JAKEYS
 OW0158'FORK, 47.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE
 OW0158'TOP OF A LARGE FLAT GRANITE ROCK, AND ABOUT 5.5 FEET HIGHER THAN THE
 OW0158'HIGHWAY.  A STANDARD DISK, STAMPED A 47 1934.
 OW0158
 OW0158                          STATION RECOVERY (1993)
 OW0158
 OW0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 OW0158'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHEAST OF DUBOIS, 0.4 KM
 OW0158'(0.25 MI) SOUTHWEST OF US HIGHWAY 26, ALONG A DIRT ROAD LEADING TO A
 OW0158'STATE FISH HATCHERY, ON A VERY SLIGHT NORTHEAST-SOUTHWEST RIDGE, IN
 OW0158'THE SOUTHWEST 1/4 OF SECTION 15, T 41 N, R 106 W. OWNERSHIP--UNKNOWN.
 OW0158'TO REACH FROM THE POST OFFICE IN THE NORTHWEST SECTION OF DUBOIS, GO
 OW0158'EAST ON US HIGHWAYS 26 AND 287 FOR 1.11 KM (0.70 MI) TO A CROSS
 OW0158'STREET.  TURN RIGHT, SOUTH, ON THE HIGHWAYS FOR 5.96 KM (3.70 MI) TO A
 OW0158'BRIDGE AT MILE 59.20.  CONTINUE AHEAD FOR 0.20 KM (0.10 MI) TO A DIRT
 OW0158'CROSSROAD.  TURN RIGHT, SOUTHWEST, FOR 30 M (98.4 FT) TO A FORK. BEAR
 OW0158'RIGHT, SOUTHERLY, ON FISH HATCHERY ROAD FOR 0.35 KM (0.20 MI) TO A
 OW0158'REVERSE FORK LEFT JUST PAST TOP OF LOW RISE AND STATION ON THE RIGHT.
 OW0158'STATION MARK IS SET IN A DRILL HOLE IN AN 0.7 M (2.3 FT) X 0.9 M (3.0
 OW0158'FT) GRANITE OUTCROP PROJECTING 15 CM ABOVE GROUND ON ITS SOUTHEAST
 OW0158'SIDE.  IT IS 13.9 M (45.6 FT) NORTHWEST OF, AND 1.5 M (4.9 FT) HIGHER
 OW0158'THAN THE ROAD CENTER, 0.9 M (3.0 FT) EAST OF A FIBERGLASS WITNESS
 OW0158'POST, 0.4 M (1.3 FT) NORTH OF THE SOUTH END OF THE OUTCROP, AND 1 M
 OW0158'(3.3 FT) SOUTHEAST OF THE EXTENDED CENTER OF ROAD LEADING TO THE
 OW0158'NORTHEAST. DESCRIBED BY G.R.HEID
 OW0158
 OW0158                          STATION RECOVERY (1999)
 OW0158
 OW0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OW0158'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 OW0158'CONDITION AND AS PREVIOUSLY DESCRIBED.
 OW0158
 OW0158                          STATION RECOVERY (2004)
 OW0158
 OW0158'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CDH)
 OW0158'MARK RECOVERED AS DESCRIBED, HAS A NGS CARSONITE POST ALONGSIDE AND IS
 OW0158'25 FEET WEST OF PRIVATE ROAD TO CM RANCH (DUDE GUEST RANCH)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0088 ***********************************************************************
 OW0088  DESIGNATION -  A 48
 OW0088  PID         -  OW0088
 OW0088  STATE/COUNTY-  WY/FREMONT
 OW0088  USGS QUAD   -  ARGO BUTTE (1978)
 OW0088
 OW0088                         *CURRENT SURVEY CONTROL
 OW0088  ___________________________________________________________________
 OW0088* NAD 83(1986)-  43 12 49.     (N)    108 57 23.     (W)     SCALED    
 OW0088* NAVD 88     -      1722.578  (meters)    5651.49   (feet)  ADJUSTED  
 OW0088  ___________________________________________________________________
 OW0088  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 OW0088  DYNAMIC HT  -        1721.450 (meters)    5647.79  (feet)  COMP
 OW0088  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 OW0088
 OW0088  VERT ORDER  -  SECOND    CLASS 0
 OW0088
 OW0088.The horizontal coordinates were scaled from a topographic map and have
 OW0088.an estimated accuracy of +/- 6 seconds.
 OW0088
 OW0088.The orthometric height was determined by differential leveling
 OW0088.and adjusted by the National Geodetic Survey in June 1991..
 OW0088
 OW0088.The geoid height was determined by GEOID03.
 OW0088
 OW0088.The dynamic height is computed by dividing the NAVD 88
 OW0088.geopotential number by the normal gravity value computed on the
 OW0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0088.degrees latitude (g = 980.6199 gals.).
 OW0088
 OW0088.The modeled gravity was interpolated from observed gravity values.
 OW0088
 OW0088;                    North         East    Units  Estimated Accuracy
 OW0088;SPC WYWC     -   301,400.      583,230.      MT  (+/- 180 meters Scaled)
 OW0088
 OW0088                          SUPERSEDED SURVEY CONTROL
 OW0088
 OW0088  NGVD 29 (??/??/92) 1721.547  (m)         5648.11   (f) ADJ UNCH    2 0
 OW0088
 OW0088.Superseded values are not recommended for survey control.
 OW0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0088.See file dsdata.txt to determine how the superseded data were derived.
 OW0088
 OW0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN659865(NAD 83)
 OW0088_MARKER: DB = BENCH MARK DISK
 OW0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0088_STAMPING: A 48 1934
 OW0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0088+STABILITY: SURFACE MOTION
 OW0088
 OW0088  HISTORY     - Date     Condition        Report By
 OW0088  HISTORY     - 1934     MONUMENTED       CGS
 OW0088
 OW0088                          STATION DESCRIPTION
 OW0088
 OW0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0088'49.2 MI E FROM DUBOIS.
 OW0088'ABOUT 49.2 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0088'DUBOIS, FREMONT COUNTY, ABOUT 33.8 MILES WEST OF RIVERTON, ABOUT 627.0
 OW0088'FEET NORTHEAST OF THE WYE AT THE INTERSECTION WITH THE HIGHWAY LEADING
 OW0088'TO LANDER, ABOUT 173.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY
 OW0088'LEADING TO LANDER, 95.4 FEET SOUTHWEST OF A UNITED STATES BUREAU OF
 OW0088'PUBLIC ROADS MARK, 6 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 OW0088'287, AND ABOUT 1.0 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 OW0088'STAMPED A 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0105 ***********************************************************************
 OU0105  DESIGNATION -  A 53
 OU0105  PID         -  OU0105
 OU0105  STATE/COUNTY-  WY/NIOBRARA
 OU0105  USGS QUAD   -  MULE CREEK SE (1978)
 OU0105
 OU0105                         *CURRENT SURVEY CONTROL
 OU0105  ___________________________________________________________________
 OU0105* NAD 83(1986)-  43 18 29.     (N)    104 05 15.     (W)     SCALED    
 OU0105* NAVD 88     -      1214.212  (meters)    3983.63   (feet)  ADJUSTED  
 OU0105  ___________________________________________________________________
 OU0105  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 OU0105  DYNAMIC HT  -        1213.665 (meters)    3981.83  (feet)  COMP
 OU0105  MODELED GRAV-     980,126.9   (mgal)                       NAVD 88
 OU0105
 OU0105  VERT ORDER  -  SECOND    CLASS 0
 OU0105
 OU0105.The horizontal coordinates were scaled from a topographic map and have
 OU0105.an estimated accuracy of +/- 6 seconds.
 OU0105
 OU0105.The orthometric height was determined by differential leveling
 OU0105.and adjusted by the National Geodetic Survey in June 1991..
 OU0105
 OU0105.The geoid height was determined by GEOID03.
 OU0105
 OU0105.The dynamic height is computed by dividing the NAVD 88
 OU0105.geopotential number by the normal gravity value computed on the
 OU0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0105.degrees latitude (g = 980.6199 gals.).
 OU0105
 OU0105.The modeled gravity was interpolated from observed gravity values.
 OU0105
 OU0105;                    North         East    Units  Estimated Accuracy
 OU0105;SPC WY E     -   312,440.      287,550.      MT  (+/- 180 meters Scaled)
 OU0105
 OU0105                          SUPERSEDED SURVEY CONTROL
 OU0105
 OU0105  NGVD 29 (??/??/92) 1213.624  (m)         3981.70   (f) ADJ UNCH    2 0
 OU0105
 OU0105.Superseded values are not recommended for survey control.
 OU0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0105.See file dsdata.txt to determine how the superseded data were derived.
 OU0105
 OU0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH740954(NAD 83)
 OU0105_MARKER: DB = BENCH MARK DISK
 OU0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OU0105_SP_SET: CULVERT
 OU0105_STAMPING: A 53 1934
 OU0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0105
 OU0105  HISTORY     - Date     Condition        Report By
 OU0105  HISTORY     - 1934     MONUMENTED       CGS
 OU0105  HISTORY     - 1957     GOOD             NGS
 OU0105  HISTORY     - 1976     GOOD             USGS
 OU0105
 OU0105                          STATION DESCRIPTION
 OU0105
 OU0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0105'14.2 MI W FROM EDGEMONT.
 OU0105'ABOUT 13.5 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE JUNCTION OF
 OU0105'STATE HIGHWAY 52 AT EDGEMONT, THENCE 0.75 MILE WEST ALONG THE
 OU0105'ABANDONED GRADE OF HIGHWAY 18, 15 FEET SOUTH OF THE CENTER LINE
 OU0105'OF THE OLD ROAD, ABOUT LEVEL WITH THE ROAD AND IN THE CENTER OF
 OU0105'THE TOP OF THE SOUTH HEAD WALL OF A CONCRETE CULVERT.
 OU0105
 OU0105                          STATION RECOVERY (1976)
 OU0105
 OU0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0105'FROM CITY LIMITS SIGN AT WEST EDGE OF EDGEMONT, TRAVEL 10.0 MILES
 OU0105'WEST ON US HIGHWAY 18 TO THE SD-WYO STATE LINE, CONTINUE WEST 1.2 MI
 OU0105'TO ROAD TO THE SOUTH, TURN SOUTH FOR 0.35 MI TO SHARP BEND IN ROAD,
 OU0105'CONT W 0.15 MI TO BENCH MARK, BENCH MARK IS 14 FT. SOUTH OF OLD
 OU0105'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0049 ***********************************************************************
 NQ0049  DESIGNATION -  A 54
 NQ0049  PID         -  NQ0049
 NQ0049  STATE/COUNTY-  WY/NIOBRARA
 NQ0049  USGS QUAD   -  LUSK (1981)
 NQ0049
 NQ0049                         *CURRENT SURVEY CONTROL
 NQ0049  ___________________________________________________________________
 NQ0049* NAD 83(1986)-  42 51 52.     (N)    104 23 55.     (W)     SCALED    
 NQ0049* NAVD 88     -      1560.263  (meters)    5118.96   (feet)  ADJUSTED  
 NQ0049  ___________________________________________________________________
 NQ0049  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NQ0049  DYNAMIC HT  -        1559.399 (meters)    5116.13  (feet)  COMP
 NQ0049  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 NQ0049
 NQ0049  VERT ORDER  -  SECOND    CLASS 0
 NQ0049
 NQ0049.The horizontal coordinates were scaled from a topographic map and have
 NQ0049.an estimated accuracy of +/- 6 seconds.
 NQ0049
 NQ0049.The orthometric height was determined by differential leveling
 NQ0049.and adjusted by the National Geodetic Survey in June 1991..
 NQ0049
 NQ0049.The geoid height was determined by GEOID03.
 NQ0049
 NQ0049.The dynamic height is computed by dividing the NAVD 88
 NQ0049.geopotential number by the normal gravity value computed on the
 NQ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0049.degrees latitude (g = 980.6199 gals.).
 NQ0049
 NQ0049.The modeled gravity was interpolated from observed gravity values.
 NQ0049
 NQ0049;                    North         East    Units  Estimated Accuracy
 NQ0049;SPC WY E     -   262,880.      262,760.      MT  (+/- 180 meters Scaled)
 NQ0049
 NQ0049                          SUPERSEDED SURVEY CONTROL
 NQ0049
 NQ0049  NGVD 29 (??/??/92) 1559.562  (m)         5116.66   (f) ADJ UNCH    2 0
 NQ0049
 NQ0049.Superseded values are not recommended for survey control.
 NQ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0049.See file dsdata.txt to determine how the superseded data were derived.
 NQ0049
 NQ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH491459(NAD 83)
 NQ0049_MARKER: DB = BENCH MARK DISK
 NQ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0049_STAMPING: A 54 1934
 NQ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0049+STABILITY: SURFACE MOTION
 NQ0049
 NQ0049  HISTORY     - Date     Condition        Report By
 NQ0049  HISTORY     - 1934     MONUMENTED       CGS
 NQ0049  HISTORY     - 1941     GOOD             NGS
 NQ0049  HISTORY     - 1976     GOOD             USGS
 NQ0049
 NQ0049                          STATION DESCRIPTION
 NQ0049
 NQ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0049'7.9 MI N FROM LUSK.
 NQ0049'7.9 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 NQ0049'AT LUSK, NIOBRARA COUNTY, ON THE SOUTH SLOPE OF A HILL, 123 FEET
 NQ0049'SOUTHEAST OF THE EAST END OF AN 18-INCH CORRUGATED-IRON PIPE
 NQ0049'CULVERT, OPPOSITE STATION 400+00, 54.5 FEET EAST OF THE CENTERLINE
 NQ0049'OF THE HIGHWAY, AND 4.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 NQ0049'STANDARD DISK, STAMPED A 54 1934 AND SET IN THE TOP OF A CONCRETE
 NQ0049'POST.
 NQ0049
 NQ0049                          STATION RECOVERY (1976)
 NQ0049
 NQ0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NQ0049'DUE TO ROAD CHANGES A NEW DESCRIPTION FOLLOWS. TO REACH THE MARK FROM
 NQ0049'THE RAILROAD STATION IN LUSK, GO NORTH ON U.S. HIGHWAY 85 FOR 7.0
 NQ0049'MILES TO A DIRT SIDE ROAD RIGHT. TURN RIGHT AND GO EAST ON THE DIRT
 NQ0049'ROAD FOR 0.6 MILE TO A CATTLE GUARD AND THE OLD HIGHWAY ROADBED AND
 NQ0049'PROVED SECTION TO THE LEFT. TURN LEFT AND GO NORTH ON THE OLD HIGHWAY
 NQ0049'FOR 0.5 MILE TO A FENCE ACROSS THE ROAD AND THE MARK ON THE RIGHT. IT
 NQ0049'IS 69 FEET SOUTH OF AN EAST-WEST FENCE, 54.5 FEET WEST OF THE OLD
 NQ0049'HIGHWAY CENTERLINE, 12 FEET SOUTHWEST OF A TELEPHONE POLE AND PROJECT
 NQ0049'1 FOOT. THE MARK IS STAMPED A 54 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0156 ***********************************************************************
 OU0156  DESIGNATION -  A 55
 OU0156  PID         -  OU0156
 OU0156  STATE/COUNTY-  WY/NIOBRARA
 OU0156  USGS QUAD   -  BOGGY RESERVOIR (1981)
 OU0156
 OU0156                         *CURRENT SURVEY CONTROL
 OU0156  ___________________________________________________________________
 OU0156* NAD 83(1986)-  43 17 18.     (N)    104 37 00.     (W)     SCALED    
 OU0156* NAVD 88     -      1244.167  (meters)    4081.90   (feet)  ADJUSTED  
 OU0156  ___________________________________________________________________
 OU0156  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 OU0156  DYNAMIC HT  -        1243.533 (meters)    4079.82  (feet)  COMP
 OU0156  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 OU0156
 OU0156  VERT ORDER  -  SECOND    CLASS 0
 OU0156
 OU0156.The horizontal coordinates were scaled from a topographic map and have
 OU0156.an estimated accuracy of +/- 6 seconds.
 OU0156
 OU0156.The orthometric height was determined by differential leveling
 OU0156.and adjusted by the National Geodetic Survey in June 1991..
 OU0156
 OU0156.The geoid height was determined by GEOID03.
 OU0156
 OU0156.The dynamic height is computed by dividing the NAVD 88
 OU0156.geopotential number by the normal gravity value computed on the
 OU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0156.degrees latitude (g = 980.6199 gals.).
 OU0156
 OU0156.The modeled gravity was interpolated from observed gravity values.
 OU0156
 OU0156;                    North         East    Units  Estimated Accuracy
 OU0156;SPC WY E     -   309,830.      244,640.      MT  (+/- 180 meters Scaled)
 OU0156
 OU0156                          SUPERSEDED SURVEY CONTROL
 OU0156
 OU0156  NGVD 29 (??/??/92) 1243.448  (m)         4079.55   (f) ADJ UNCH    2 0
 OU0156
 OU0156.Superseded values are not recommended for survey control.
 OU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0156.See file dsdata.txt to determine how the superseded data were derived.
 OU0156
 OU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH310929(NAD 83)
 OU0156_MARKER: DB = BENCH MARK DISK
 OU0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0156_STAMPING: A 55 1934
 OU0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0156+STABILITY: SURFACE MOTION
 OU0156
 OU0156  HISTORY     - Date     Condition        Report By
 OU0156  HISTORY     - 1934     MONUMENTED       CGS
 OU0156  HISTORY     - 1957     GOOD             NGS
 OU0156  HISTORY     - 1976     GOOD             USGS
 OU0156
 OU0156                          STATION DESCRIPTION
 OU0156
 OU0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0156'28.4 MI SE FROM DULL CENTER.
 OU0156'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0156'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0156'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0156'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE 12.85
 OU0156'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 5.0 MILES
 OU0156'SOUTHEAST ALONG A GRAVELED ROAD, 0.3 MILE NORTH OF A DRAW, 41
 OU0156'FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 21 FEET EAST
 OU0156'OF A ROW OF POWER POLES, 2.5 FEET WEST OF A FENCE, SET IN THE
 OU0156'TOP OF A WHITE CONCRETE POST WHICH PROJECTS 1.6 FEET ABOVE THE
 OU0156'GROUND, IN THE NORTHWEST 1/4 OF SECTION 12, TOWNSHIP 38 NORTH,
 OU0156'RANGE 65 WEST.
 OU0156
 OU0156                          STATION RECOVERY (1976)
 OU0156
 OU0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0156'LANCE CREEK POST OFFICE, 2.4 MI EAST FROM ALONG STATE HWY. 270,
 OU0156'THENCE 17.2 MI NORTH ALONG A PAVED AND GRADED COUNTY RD., IN THE NW.
 OU0156'1/4 OF SEC. 12, T 38 N, R 65 W., 0.3 MI NORTH OF DOGIE CREEK, 42 FT
 OU0156'WEST OF THE CENTERLINE OF THE RD. 2 FT WEST OF THE FENCE , SET IN THE
 OU0156'TOP OF A CONCRETE POST PROJECTING 1.4 FT, STANDARD DISK STAMPED "A 55
 OU0156'1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0150 ***********************************************************************
 MR0150  DESIGNATION -  A 6
 MR0150  PID         -  MR0150
 MR0150  STATE/COUNTY-  WY/UINTA
 MR0150  USGS QUAD   -  EVANSTON (1978)
 MR0150
 MR0150                         *CURRENT SURVEY CONTROL
 MR0150  ___________________________________________________________________
 MR0150* NAD 83(1986)-  41 16 09.     (N)    110 57 53.     (W)     SCALED    
 MR0150* NAVD 88     -      2058.711  (meters)    6754.29   (feet)  ADJUSTED  
 MR0150  ___________________________________________________________________
 MR0150  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 MR0150  DYNAMIC HT  -        2056.805 (meters)    6748.03  (feet)  COMP
 MR0150  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 MR0150
 MR0150  VERT ORDER  -  FIRST     CLASS II
 MR0150
 MR0150.The horizontal coordinates were scaled from a topographic map and have
 MR0150.an estimated accuracy of +/- 6 seconds.
 MR0150
 MR0150.The orthometric height was determined by differential leveling
 MR0150.and adjusted by the National Geodetic Survey in June 1991..
 MR0150
 MR0150.The geoid height was determined by GEOID03.
 MR0150
 MR0150.The dynamic height is computed by dividing the NAVD 88
 MR0150.geopotential number by the normal gravity value computed on the
 MR0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0150.degrees latitude (g = 980.6199 gals.).
 MR0150
 MR0150.The modeled gravity was interpolated from observed gravity values.
 MR0150
 MR0150;                    North         East    Units  Estimated Accuracy
 MR0150;SPC WY W     -   185,790.      726,150.      MT  (+/- 180 meters Scaled)
 MR0150
 MR0150                          SUPERSEDED SURVEY CONTROL
 MR0150
 MR0150  NGVD 29 (06/08/92) 2057.394  (m)         6749.97   (f) ADJUSTED    1 2
 MR0150
 MR0150.Superseded values are not recommended for survey control.
 MR0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0150.See file dsdata.txt to determine how the superseded data were derived.
 MR0150
 MR0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL029686(NAD 83)
 MR0150_MARKER: B = BOLT
 MR0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0150_SP_SET: BUILDING
 MR0150_MARK LOGO: CGS   
 MR0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0150+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 MR0150
 MR0150  HISTORY     - Date     Condition        Report By
 MR0150  HISTORY     - 1903     MONUMENTED       CGS
 MR0150  HISTORY     - 1958     GOOD             NGS
 MR0150  HISTORY     - 1983     GOOD             NGS
 MR0150  HISTORY     - 20050718 MARK NOT FOUND   GEOCAC
 MR0150  HISTORY     - 20060919 GOOD             GEOCAC
 MR0150
 MR0150                          STATION DESCRIPTION
 MR0150
 MR0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0150'IN EVANSTON.
 MR0150'AT EVANSTON, AT THE UNION PACIFIC RAILROAD STATION, SET VERTICALLY IN
 MR0150'THE SOUTH CORNER OF THE SOUTHEAST FACE OF THE BUILDING, 3 INCHES
 MR0150'NORTHEAST OF THE SOUTH CORNER, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF
 MR0150'THE GROUND.
 MR0150
 MR0150                          STATION RECOVERY (1983)
 MR0150
 MR0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0150'RECOVERED IN GOOD CONDITION.
 MR0150
 MR0150                          STATION RECOVERY (2005)
 MR0150
 MR0150'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 MR0150'MARK NOT FOUND.
 MR0150
 MR0150                          STATION RECOVERY (2006)
 MR0150
 MR0150'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MR0150'HANDHELD COORDINATES ARE N41-16-07.80 W110-57-51.84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0155 ***********************************************************************
 PV0155  DESIGNATION -  A 60
 PV0155  PID         -  PV0155
 PV0155  STATE/COUNTY-  WY/CROOK
 PV0155  USGS QUAD   -  OSHOTO (1984)
 PV0155
 PV0155                         *CURRENT SURVEY CONTROL
 PV0155  ___________________________________________________________________
 PV0155* NAD 83(1986)-  44 31 59.     (N)    104 53 36.     (W)     SCALED    
 PV0155* NAVD 88     -      1276.878  (meters)    4189.22   (feet)  ADJUSTED  
 PV0155  ___________________________________________________________________
 PV0155  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 PV0155  DYNAMIC HT  -        1276.422 (meters)    4187.73  (feet)  COMP
 PV0155  MODELED GRAV-     980,215.2   (mgal)                       NAVD 88
 PV0155
 PV0155  VERT ORDER  -  SECOND    CLASS 0
 PV0155
 PV0155.The horizontal coordinates were scaled from a topographic map and have
 PV0155.an estimated accuracy of +/- 6 seconds.
 PV0155
 PV0155.The orthometric height was determined by differential leveling
 PV0155.and adjusted by the National Geodetic Survey in June 1991..
 PV0155
 PV0155.The geoid height was determined by GEOID03.
 PV0155
 PV0155.The dynamic height is computed by dividing the NAVD 88
 PV0155.geopotential number by the normal gravity value computed on the
 PV0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0155.degrees latitude (g = 980.6199 gals.).
 PV0155
 PV0155.The modeled gravity was interpolated from observed gravity values.
 PV0155
 PV0155;                    North         East    Units  Estimated Accuracy
 PV0155;SPC WY E     -   448,010.      221,720.      MT  (+/- 180 meters Scaled)
 PV0155
 PV0155                          SUPERSEDED SURVEY CONTROL
 PV0155
 PV0155  NGVD 29 (??/??/92) 1276.271  (m)         4187.23   (f) ADJ UNCH    2 0
 PV0155
 PV0155.Superseded values are not recommended for survey control.
 PV0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0155.See file dsdata.txt to determine how the superseded data were derived.
 PV0155
 PV0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK084310(NAD 83)
 PV0155_MARKER: DB = BENCH MARK DISK
 PV0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0155_STAMPING: A 60 1934
 PV0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0155+STABILITY: SURFACE MOTION
 PV0155
 PV0155  HISTORY     - Date     Condition        Report By
 PV0155  HISTORY     - 1934     MONUMENTED       CGS
 PV0155
 PV0155                          STATION DESCRIPTION
 PV0155
 PV0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0155'1.2 MI E FROM CARLILE.
 PV0155'1.2 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PV0155'CARLILE, CROOK COUNTY, THENCE ABOUT 6.4 MILES NORTHWEST ALONG
 PV0155'THE ROAD LEADING TO STRONER VIA OSHOTA, ABOUT 1/3 MILE EAST
 PV0155'OF A TIMBERED RIDGE, ON THE TOP OF A FLAT-TOPPED KNOLL, 47 FEET
 PV0155'EAST OF THE CENTER LINE OF THE ROAD, AND 77 FEET EAST OF A
 PV0155'BLAZED TREE WEST OF THE ROAD.  A STANDARD DISK, STAMPED A 60
 PV0155'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0003 ***********************************************************************
 PV0003  DESIGNATION -  A 61
 PV0003  PID         -  PV0003
 PV0003  STATE/COUNTY-  WY/CROOK
 PV0003  USGS QUAD   -  DEVILS RUN (1984)
 PV0003
 PV0003                         *CURRENT SURVEY CONTROL
 PV0003  ___________________________________________________________________
 PV0003* NAD 83(1986)-  44 57 32.     (N)    104 15 21.     (W)     SCALED    
 PV0003* NAVD 88     -      1052.088  (meters)    3451.73   (feet)  ADJUSTED  
 PV0003  ___________________________________________________________________
 PV0003  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 PV0003  DYNAMIC HT  -        1051.809 (meters)    3450.81  (feet)  COMP
 PV0003  MODELED GRAV-     980,315.3   (mgal)                       NAVD 88
 PV0003
 PV0003  VERT ORDER  -  SECOND    CLASS 0
 PV0003
 PV0003.The horizontal coordinates were scaled from a topographic map and have
 PV0003.an estimated accuracy of +/- 6 seconds.
 PV0003
 PV0003.The orthometric height was determined by differential leveling
 PV0003.and adjusted by the National Geodetic Survey in June 1991..
 PV0003
 PV0003.The geoid height was determined by GEOID03.
 PV0003
 PV0003.The dynamic height is computed by dividing the NAVD 88
 PV0003.geopotential number by the normal gravity value computed on the
 PV0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0003.degrees latitude (g = 980.6199 gals.).
 PV0003
 PV0003.The modeled gravity was interpolated from observed gravity values.
 PV0003
 PV0003;                    North         East    Units  Estimated Accuracy
 PV0003;SPC WY E     -   495,700.      271,860.      MT  (+/- 180 meters Scaled)
 PV0003
 PV0003                          SUPERSEDED SURVEY CONTROL
 PV0003
 PV0003  NGVD 29 (??/??/92) 1051.538  (m)         3449.92   (f) ADJ UNCH    2 0
 PV0003
 PV0003.Superseded values are not recommended for survey control.
 PV0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0003.See file dsdata.txt to determine how the superseded data were derived.
 PV0003
 PV0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK586786(NAD 83)
 PV0003_MARKER: DB = BENCH MARK DISK
 PV0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0003_STAMPING: A 61 1934
 PV0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0003+STABILITY: SURFACE MOTION
 PV0003
 PV0003  HISTORY     - Date     Condition        Report By
 PV0003  HISTORY     - 1934     MONUMENTED       CGS
 PV0003  HISTORY     - 1957     GOOD             USGS
 PV0003
 PV0003                          STATION DESCRIPTION
 PV0003
 PV0003'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0003'5.9 MI NW FROM COLONY.
 PV0003'5.9 MILES NORTHWEST ALONG THE ALZADA-BELLE FOURCHE HIGHWAY (OLD
 PV0003'U.S. HIGHWAY 212) FROM COLONY, CROOK COUNTY, 1.4 MILE NORTHWEST
 PV0003'ALONG OLD U.S. HIGHWAY 212, 2.4 MILE NORTHWEST ALONG SCAR OF
 PV0003'OLD HIGHWAY, IN SE 1/4 OF SECTION 2 T57N, R62E, 50 FEET SOUTHWEST
 PV0003'OF THE CENTERLINE OF OLD HIGHWAY.  A STANDARD DISK, STAMPED
 PV0003'A 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0017 ***********************************************************************
 MO0017  DESIGNATION -  A 63
 MO0017  PID         -  MO0017
 MO0017  STATE/COUNTY-  WY/GOSHEN
 MO0017  USGS QUAD   -  HAWK SPRINGS (1990)
 MO0017
 MO0017                         *CURRENT SURVEY CONTROL
 MO0017  ___________________________________________________________________
 MO0017* NAD 83(1986)-  41 50 32.     (N)    104 18 18.     (W)     SCALED    
 MO0017* NAVD 88     -      1320.964  (meters)    4333.86   (feet)  ADJUSTED  
 MO0017  ___________________________________________________________________
 MO0017  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 MO0017  DYNAMIC HT  -        1320.077 (meters)    4330.95  (feet)  COMP
 MO0017  MODELED GRAV-     979,905.8   (mgal)                       NAVD 88
 MO0017
 MO0017  VERT ORDER  -  SECOND    CLASS 0
 MO0017
 MO0017.The horizontal coordinates were scaled from a topographic map and have
 MO0017.an estimated accuracy of +/- 6 seconds.
 MO0017
 MO0017.The orthometric height was determined by differential leveling
 MO0017.and adjusted by the National Geodetic Survey in June 1991..
 MO0017
 MO0017.The geoid height was determined by GEOID03.
 MO0017
 MO0017.The dynamic height is computed by dividing the NAVD 88
 MO0017.geopotential number by the normal gravity value computed on the
 MO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0017.degrees latitude (g = 980.6199 gals.).
 MO0017
 MO0017.The modeled gravity was interpolated from observed gravity values.
 MO0017
 MO0017;                    North         East    Units  Estimated Accuracy
 MO0017;SPC WY E     -   149,410.      271,560.      MT  (+/- 180 meters Scaled)
 MO0017
 MO0017                          SUPERSEDED SURVEY CONTROL
 MO0017
 MO0017  NGVD 29 (??/??/92) 1320.184  (m)         4331.30   (f) ADJ UNCH    2 0
 MO0017
 MO0017.Superseded values are not recommended for survey control.
 MO0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0017.See file dsdata.txt to determine how the superseded data were derived.
 MO0017
 MO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG577324(NAD 83)
 MO0017_MARKER: DB = BENCH MARK DISK
 MO0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0017_STAMPING: A 63 1934
 MO0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0017+STABILITY: SURFACE MOTION
 MO0017
 MO0017  HISTORY     - Date     Condition        Report By
 MO0017  HISTORY     - 1934     MONUMENTED       CGS
 MO0017
 MO0017                          STATION DESCRIPTION
 MO0017
 MO0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0017'5.1 MI N FROM HAWK SPRINGS.
 MO0017'5.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0017'AT HAWK SPRINGS, AT THE NORTH END OF THE SIDING AT FONDA, 0.18
 MO0017'MILE SOUTH OF MILEPOST 57, AT A ROAD CROSSING, 34 FEET NORTH
 MO0017'OF THE CENTERLINE OF THE ROAD, 38.5 FEET WEST OF THE WEST RAIL,
 MO0017'8.7 FEET EAST OF A CORNER POST OF THE RIGHT-OF-WAY FENCE, AND
 MO0017'2.8 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED A 63
 MO0017'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0177 ***********************************************************************
 NQ0177  DESIGNATION -  A 64
 NQ0177  PID         -  NQ0177
 NQ0177  STATE/COUNTY-  WY/PLATTE
 NQ0177  USGS QUAD   -  GUERNSEY (1990)
 NQ0177
 NQ0177                         *CURRENT SURVEY CONTROL
 NQ0177  ___________________________________________________________________
 NQ0177* NAD 83(1986)-  42 15 23.     (N)    104 40 47.     (W)     SCALED    
 NQ0177* NAVD 88     -      1320.215  (meters)    4331.41   (feet)  ADJUSTED  
 NQ0177  ___________________________________________________________________
 NQ0177  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 NQ0177  DYNAMIC HT  -        1319.404 (meters)    4328.74  (feet)  COMP
 NQ0177  MODELED GRAV-     979,961.3   (mgal)                       NAVD 88
 NQ0177
 NQ0177  VERT ORDER  -  SECOND    CLASS 0
 NQ0177
 NQ0177.The horizontal coordinates were scaled from a topographic map and have
 NQ0177.an estimated accuracy of +/- 6 seconds.
 NQ0177
 NQ0177.The orthometric height was determined by differential leveling
 NQ0177.and adjusted by the National Geodetic Survey in June 1991..
 NQ0177
 NQ0177.The geoid height was determined by GEOID03.
 NQ0177
 NQ0177.The dynamic height is computed by dividing the NAVD 88
 NQ0177.geopotential number by the normal gravity value computed on the
 NQ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0177.degrees latitude (g = 980.6199 gals.).
 NQ0177
 NQ0177.The modeled gravity was interpolated from observed gravity values.
 NQ0177
 NQ0177;                    North         East    Units  Estimated Accuracy
 NQ0177;SPC WY E     -   195,170.      240,180.      MT  (+/- 180 meters Scaled)
 NQ0177
 NQ0177                          SUPERSEDED SURVEY CONTROL
 NQ0177
 NQ0177  NGVD 29 (??/??/92) 1319.443  (m)         4328.87   (f) ADJ UNCH    2 0
 NQ0177
 NQ0177.Superseded values are not recommended for survey control.
 NQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0177.See file dsdata.txt to determine how the superseded data were derived.
 NQ0177
 NQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG264782(NAD 83)
 NQ0177_MARKER: DB = BENCH MARK DISK
 NQ0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0177_SP_SET: BRIDGE
 NQ0177_STAMPING: A 64 1934
 NQ0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0177
 NQ0177  HISTORY     - Date     Condition        Report By
 NQ0177  HISTORY     - 1934     MONUMENTED       CGS
 NQ0177  HISTORY     - 1941     GOOD             NGS
 NQ0177
 NQ0177                          STATION DESCRIPTION
 NQ0177
 NQ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0177'3.5 MI SE FROM GUERNSEY.
 NQ0177'3.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0177'RAILROAD FROM THE STATION AT GUERNSEY, AT BRIDGE 91.47 OVER
 NQ0177'U.S. HIGHWAY 26, IN THE SOUTH END OF THE WEST ABUTMENT, 2.2
 NQ0177'FEET SOUTH OF THE SOUTH FACE OF THE CONCRETE GIRDERS, 1.6 FEET
 NQ0177'NORTH OF THE SOUTH FACE OF THE ABUTMENT, 0.9 FOOT WEST OF THE
 NQ0177'EAST FACE OF THE ABUTMENT, 6.5 FEET SOUTH OF THE SOUTH RAIL, AND
 NQ0177'3.9 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 64
 NQ0177'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0613 ***********************************************************************
 MO0613  DESIGNATION -  A 65
 MO0613  PID         -  MO0613
 MO0613  STATE/COUNTY-  WY/ALBANY
 MO0613  USGS QUAD   -  LARAMIE (1978)
 MO0613
 MO0613                         *CURRENT SURVEY CONTROL
 MO0613  ___________________________________________________________________
 MO0613* NAD 83(1986)-  41 18 41.     (N)    105 35 25.     (W)     SCALED    
 MO0613* NAVD 88     -      2184.372  (meters)    7166.56   (feet)  ADJUSTED  
 MO0613  ___________________________________________________________________
 MO0613  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0613  DYNAMIC HT  -        2182.491 (meters)    7160.39  (feet)  COMP
 MO0613  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 MO0613
 MO0613  VERT ORDER  -  FIRST     CLASS II
 MO0613
 MO0613.The horizontal coordinates were scaled from a topographic map and have
 MO0613.an estimated accuracy of +/- 6 seconds.
 MO0613
 MO0613.The orthometric height was determined by differential leveling
 MO0613.and adjusted by the National Geodetic Survey in June 1991..
 MO0613
 MO0613.The geoid height was determined by GEOID03.
 MO0613
 MO0613.The dynamic height is computed by dividing the NAVD 88
 MO0613.geopotential number by the normal gravity value computed on the
 MO0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0613.degrees latitude (g = 980.6199 gals.).
 MO0613
 MO0613.The modeled gravity was interpolated from observed gravity values.
 MO0613
 MO0613;                    North         East    Units  Estimated Accuracy
 MO0613;SPC WY E     -    90,190.      164,530.      MT  (+/- 180 meters Scaled)
 MO0613
 MO0613                          SUPERSEDED SURVEY CONTROL
 MO0613
 MO0613  NGVD 29 (06/08/92) 2183.328  (m)         7163.14   (f) ADJUSTED    1 2
 MO0613
 MO0613.Superseded values are not recommended for survey control.
 MO0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0613.See file dsdata.txt to determine how the superseded data were derived.
 MO0613
 MO0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF505734(NAD 83)
 MO0613_MARKER: DB = BENCH MARK DISK
 MO0613_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MO0613_STAMPING: A 65 1934
 MO0613_MARK LOGO: CGS   
 MO0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0613+STABILITY: POSITION/ELEVATION WELL
 MO0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MO0613+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2001
 MO0613
 MO0613  HISTORY     - Date     Condition        Report By
 MO0613  HISTORY     - 1934     MONUMENTED       CGS
 MO0613  HISTORY     - 1956     GOOD             NGS
 MO0613  HISTORY     - 1983     GOOD             NGS
 MO0613  HISTORY     - 19920830 GOOD             USPSQD
 MO0613  HISTORY     - 20010804 GOOD             NGS
 MO0613
 MO0613                          STATION DESCRIPTION
 MO0613
 MO0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0613'AT LARAMIE.
 MO0613'AT LARAMIE, 48 FEET WEST OF THE NORTHEAST CORNER OF THE COURTHOUSE,
 MO0613'6 FEET EAST OF THE SOUTH SIDE OF A DOOR TO THE GARAGE, 3.1 FEET
 MO0613'ABOVE A CONCRETE RAMP, UNDER THE 6TH WINDOW WEST OF THE NORTHEAST
 MO0613'CORNER OF THE BUILDING, SET VERTICALLY IN THE FOUNDATION OF THE
 MO0613'NORTH WALL OF THE BUILDING, IN THE SOUTHWEST 1/4 OF SECTION 33,
 MO0613'TOWNSHIP 16 NORTH, RANGE 73 WEST.
 MO0613
 MO0613                          STATION RECOVERY (1983)
 MO0613
 MO0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0613'RECOVERED IN GOOD CONDITION.
 MO0613
 MO0613                          STATION RECOVERY (1992)
 MO0613
 MO0613'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0613'RECOVERED IN GOOD CONDITION.
 MO0613
 MO0613                          STATION RECOVERY (2001)
 MO0613
 MO0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 MO0613'RAMP NOW LEADS TO SHERRIF'S OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0585 ***********************************************************************
 MO0585  DESIGNATION -  A 66
 MO0585  PID         -  MO0585
 MO0585  STATE/COUNTY-  WY/ALBANY
 MO0585  USGS QUAD   -  LARAMIE (1978)
 MO0585
 MO0585                         *CURRENT SURVEY CONTROL
 MO0585  ___________________________________________________________________
 MO0585* NAD 83(1986)-  41 16 40.     (N)    105 36 01.     (W)     SCALED    
 MO0585* NAVD 88     -      2186.963  (meters)    7175.06   (feet)  ADJUSTED  
 MO0585  ___________________________________________________________________
 MO0585  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 MO0585  DYNAMIC HT  -        2185.074 (meters)    7168.86  (feet)  COMP
 MO0585  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 MO0585
 MO0585  VERT ORDER  -  FIRST     CLASS II
 MO0585
 MO0585.The horizontal coordinates were scaled from a topographic map and have
 MO0585.an estimated accuracy of +/- 6 seconds.
 MO0585
 MO0585.The orthometric height was determined by differential leveling
 MO0585.and adjusted by the National Geodetic Survey in June 1991..
 MO0585
 MO0585.The geoid height was determined by GEOID03.
 MO0585
 MO0585.The dynamic height is computed by dividing the NAVD 88
 MO0585.geopotential number by the normal gravity value computed on the
 MO0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0585.degrees latitude (g = 980.6199 gals.).
 MO0585
 MO0585.The modeled gravity was interpolated from observed gravity values.
 MO0585
 MO0585;                    North         East    Units  Estimated Accuracy
 MO0585;SPC WY E     -    86,460.      163,670.      MT  (+/- 180 meters Scaled)
 MO0585
 MO0585                          SUPERSEDED SURVEY CONTROL
 MO0585
 MO0585  NGVD 29 (06/08/92) 2185.916  (m)         7171.63   (f) ADJUSTED    1 2
 MO0585
 MO0585.Superseded values are not recommended for survey control.
 MO0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0585.See file dsdata.txt to determine how the superseded data were derived.
 MO0585
 MO0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF497697(NAD 83)
 MO0585_MARKER: DB = BENCH MARK DISK
 MO0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0585_STAMPING: A 66 1934
 MO0585_MARK LOGO: CGS   
 MO0585_PROJECTION: FLUSH
 MO0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0585+STABILITY: SURFACE MOTION
 MO0585
 MO0585  HISTORY     - Date     Condition        Report By
 MO0585  HISTORY     - 1934     MONUMENTED       CGS
 MO0585  HISTORY     - 1956     GOOD             NGS
 MO0585  HISTORY     - 1983     GOOD             NGS
 MO0585
 MO0585                          STATION DESCRIPTION
 MO0585
 MO0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0585'2.1 MI S FROM LARAMIE.
 MO0585'2.1 MILES SOUTH ALONG THE WEST TRACK OF THE UNION PACIFIC
 MO0585'RAILROAD FROM THE STATION AT LARAMIE, 60 FEET NORTHWEST OF THE
 MO0585'7TH POLE NORTH OF MILEPOST 564, 38.2 FEET EAST OF THE EAST RAIL
 MO0585'OF THE MAIN TRACK, 2.5 FEET WEST OF A FENCE, 1.5 FEET NORTH OF
 MO0585'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MO0585'WITH THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 8, TOWNSHIP
 MO0585'15 NORTH, RANGE 73 WEST.
 MO0585
 MO0585                          STATION RECOVERY (1983)
 MO0585
 MO0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0585'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.4 KM
 MO0585'(2.1 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0585'STATION IN LARAMIE, 0.3 KM (0.2 MI) NORTH OF MILEPOST B564,
 MO0585'18.6 METERS (61.0 FT) NORTHWEST OF A UTILITY POLE, AND 12.0 METERS
 MO0585'(39.4 FT) EAST OF THE NEAR RAIL.
 MO0585'THE MARK IS 0.9 METERS  W FROM  A WITNESS POST AND FENCE
 MO0585'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB7173 ***********************************************************************
 AB7173  DESIGNATION -  A 67 RESET
 AB7173  PID         -  AB7173
 AB7173  STATE/COUNTY-  WY/LINCOLN
 AB7173  USGS QUAD   -  ALPINE (1966)
 AB7173
 AB7173                         *CURRENT SURVEY CONTROL
 AB7173  ___________________________________________________________________
 AB7173* NAD 83(1986)-  43 09 25.     (N)    111 02 16.     (W)     SCALED    
 AB7173* NAVD 88     -      1720.42   (meters)    5644.4    (feet)  RESET     
 AB7173  ___________________________________________________________________
 AB7173  GEOID HEIGHT-         -10.52  (meters)                     GEOID03
 AB7173
 AB7173  VERT ORDER  -  THIRD
 AB7173
 AB7173.The horizontal coordinates were scaled from a topographic map and have
 AB7173.an estimated accuracy of +/- 6 seconds.
 AB7173
 AB7173.The orthometric height was computed from unverified reset data.
 AB7173
 AB7173.The geoid height was determined by GEOID03.
 AB7173
 AB7173;                    North         East    Units  Estimated Accuracy
 AB7173;SPC WY W     -   395,530.      722,380.      MT  (+/- 180 meters Scaled)
 AB7173
 AB7173                          SUPERSEDED SURVEY CONTROL
 AB7173
 AB7173.No superseded survey control is available for this station.
 AB7173
 AB7173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN969782(NAD 83)
 AB7173_MARKER: DV = VERTICAL CONTROL DISK
 AB7173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7173_STAMPING: A 67 1993 RESET
 AB7173_MARK LOGO: NGS   
 AB7173_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB7173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7173+STABILITY: SURFACE MOTION
 AB7173
 AB7173  HISTORY     - Date     Condition        Report By
 AB7173  HISTORY     - 1993     MONUMENTED       WYDT
 AB7173
 AB7173                          STATION DESCRIPTION
 AB7173
 AB7173'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1993 (DS)
 AB7173'IN ALPINE, FROM THE POST OFFICE GO 0.94 MILES (1.51 KM) SOUTH BOUND ON
 AB7173'US HIGHWAY 89 TO A GRAVEL ROAD ON THE RIGHT SIDE OF A LEFT-HAND CURVE.
 AB7173'TURN WEST BOUND ONTO THE GRAVEL ACCESS ROAD AND GO 0.11 MILES (0.18
 AB7173'KM) WESTERLY TO AN INTERSECTION WITH LINCOLN COUNTY ROAD 12-101.
 AB7173'MONUMENT IS APPROXIMATELY 50 FEET (15.2 M) INTO THE NORTHEAST CORNER
 AB7173'OF THIS INTERSECTION.  MONUMENT IS 5 FEET (1.5 M) WEST OF A
 AB7173'NORTH-SOUTH FENCE LINE AND 48 FEET (14.6 M) NORTH FRON A FENCE CORNER
 AB7173'AT THE NORTHEAST INTERSECTION OF THESE TWO ROADS.  MARK IS 5 FEET (1.5
 AB7173'M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0063 ***********************************************************************
 NT0063  DESIGNATION -  A 69
 NT0063  PID         -  NT0063
 NT0063  STATE/COUNTY-  WY/LINCOLN
 NT0063  USGS QUAD   -  COKEVILLE (1967)
 NT0063
 NT0063                         *CURRENT SURVEY CONTROL
 NT0063  ___________________________________________________________________
 NT0063* NAD 83(1986)-  42 01 51.     (N)    110 56 46.     (W)     SCALED    
 NT0063* NAVD 88     -      1883.369  (meters)    6179.02   (feet)  ADJUSTED  
 NT0063  ___________________________________________________________________
 NT0063  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 NT0063  DYNAMIC HT  -        1881.828 (meters)    6173.96  (feet)  COMP
 NT0063  MODELED GRAV-     979,737.7   (mgal)                       NAVD 88
 NT0063
 NT0063  VERT ORDER  -  SECOND    CLASS 0
 NT0063
 NT0063.The horizontal coordinates were scaled from a topographic map and have
 NT0063.an estimated accuracy of +/- 6 seconds.
 NT0063
 NT0063.The orthometric height was determined by differential leveling
 NT0063.and adjusted by the National Geodetic Survey in June 1991..
 NT0063
 NT0063.The geoid height was determined by GEOID03.
 NT0063
 NT0063.The dynamic height is computed by dividing the NAVD 88
 NT0063.geopotential number by the normal gravity value computed on the
 NT0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0063.degrees latitude (g = 980.6199 gals.).
 NT0063
 NT0063.The modeled gravity was interpolated from observed gravity values.
 NT0063
 NT0063;                    North         East    Units  Estimated Accuracy
 NT0063;SPC WY W     -   270,360.      728,560.      MT  (+/- 180 meters Scaled)
 NT0063
 NT0063                          SUPERSEDED SURVEY CONTROL
 NT0063
 NT0063  NGVD 29 (??/??/92) 1882.044  (m)         6174.67   (f) ADJ UNCH    2 0
 NT0063
 NT0063.Superseded values are not recommended for survey control.
 NT0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0063.See file dsdata.txt to determine how the superseded data were derived.
 NT0063
 NT0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM044532(NAD 83)
 NT0063_MARKER: DB = BENCH MARK DISK
 NT0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0063_SP_SET: CONCRETE POST
 NT0063_STAMPING: A 69 1934
 NT0063_MARK LOGO: CGS   
 NT0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0063+STABILITY: SURFACE MOTION
 NT0063
 NT0063  HISTORY     - Date     Condition        Report By
 NT0063  HISTORY     - 1934     MONUMENTED       CGS
 NT0063  HISTORY     - 19910420 GOOD             LOCENG
 NT0063
 NT0063                          STATION DESCRIPTION
 NT0063
 NT0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0063'4.0 MI S FROM COKEVILLE.
 NT0063'4.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NT0063'COKEVILLE, LINCOLN COUNTY, 900 FEET SOUTH OF MILEPOST 80, 870 FEET
 NT0063'SOUTH OF SEMAPHORE 80.01, 240 FEET NORTHEAST OF BRIDGE 79.76, 96 FEET
 NT0063'EAST OF THE CENTER LINE OF THE TRACK, 15 FEET SOUTH OF THE CENTER OF
 NT0063'WAGON GATE 79 A, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD
 NT0063'DISK, STAMPED A 69 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NT0063
 NT0063                          STATION RECOVERY (1991)
 NT0063
 NT0063'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 NT0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0264 ***********************************************************************
 MR0264  DESIGNATION -  A 70
 MR0264  PID         -  MR0264
 MR0264  STATE/COUNTY-  WY/LINCOLN
 MR0264  USGS QUAD   -  LEEFE (1986)
 MR0264
 MR0264                         *CURRENT SURVEY CONTROL
 MR0264  ___________________________________________________________________
 MR0264* NAD 83(1986)-  41 47 19.     (N)    111 01 22.     (W)     SCALED    
 MR0264* NAVD 88     -      1926.703  (meters)    6321.19   (feet)  ADJUSTED  
 MR0264  ___________________________________________________________________
 MR0264  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 MR0264  DYNAMIC HT  -        1925.161 (meters)    6316.13  (feet)  COMP
 MR0264  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 MR0264
 MR0264  VERT ORDER  -  SECOND    CLASS 0
 MR0264
 MR0264.The horizontal coordinates were scaled from a topographic map and have
 MR0264.an estimated accuracy of +/- 6 seconds.
 MR0264
 MR0264.The orthometric height was determined by differential leveling
 MR0264.and adjusted by the National Geodetic Survey in June 1991..
 MR0264
 MR0264.The geoid height was determined by GEOID03.
 MR0264
 MR0264.The dynamic height is computed by dividing the NAVD 88
 MR0264.geopotential number by the normal gravity value computed on the
 MR0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0264.degrees latitude (g = 980.6199 gals.).
 MR0264
 MR0264.The modeled gravity was interpolated from observed gravity values.
 MR0264
 MR0264;                    North         East    Units  Estimated Accuracy
 MR0264;SPC WY W     -   243,530.      721,910.      MT  (+/- 180 meters Scaled)
 MR0264
 MR0264                          SUPERSEDED SURVEY CONTROL
 MR0264
 MR0264  NGVD 29 (??/??/92) 1925.453  (m)         6317.09   (f) ADJ UNCH    2 0
 MR0264
 MR0264.Superseded values are not recommended for survey control.
 MR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0264.See file dsdata.txt to determine how the superseded data were derived.
 MR0264
 MR0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM981263(NAD 83)
 MR0264_MARKER: DB = BENCH MARK DISK
 MR0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0264_STAMPING: A 70 1934
 MR0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0264+STABILITY: SURFACE MOTION
 MR0264
 MR0264  HISTORY     - Date     Condition        Report By
 MR0264  HISTORY     - 1934     MONUMENTED       CGS
 MR0264  HISTORY     - 1952     MARK NOT FOUND   NGS
 MR0264
 MR0264                          STATION DESCRIPTION
 MR0264
 MR0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0264'3.9 MI W FROM SAGE.
 MR0264'3.9 MILES WEST ALONG STATE HIGHWAY 89 FROM THE UNION PACIFIC RAILROAD
 MR0264'STATION AT SAGE, LINCOLN COUNTY, AT THE FOOT OF A SMALL HILL, DUE EAST
 MR0264'OF A GROUP OF PROSPECT HOLES ON THE SIDE OF THE HILL IN 1934, 30 FEET
 MR0264'EAST OF THE EAST END OF A CORRUGATED-IRON PIPE CULVERT UNDER THE
 MR0264'HIGHWAY, AND 50 FEET FROM THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 MR0264'DISK, STAMPED A 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MR0264
 MR0264                          STATION RECOVERY (1952)
 MR0264
 MR0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 MR0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0279 ***********************************************************************
 MQ0279  DESIGNATION -  A 71
 MQ0279  PID         -  MQ0279
 MQ0279  STATE/COUNTY-  WY/SWEETWATER
 MQ0279  USGS QUAD   -  GRANGER (1980)
 MQ0279
 MQ0279                         *CURRENT SURVEY CONTROL
 MQ0279  ___________________________________________________________________
 MQ0279* NAD 83(1986)-  41 35 39.     (N)    109 58 06.     (W)     SCALED    
 MQ0279* NAVD 88     -      1913.335  (meters)    6277.33   (feet)  ADJUSTED  
 MQ0279  ___________________________________________________________________
 MQ0279  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MQ0279  DYNAMIC HT  -        1911.699 (meters)    6271.97  (feet)  COMP
 MQ0279  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 MQ0279
 MQ0279  VERT ORDER  -  FIRST     CLASS II
 MQ0279
 MQ0279.The horizontal coordinates were scaled from a topographic map and have
 MQ0279.an estimated accuracy of +/- 6 seconds.
 MQ0279
 MQ0279.The orthometric height was determined by differential leveling
 MQ0279.and adjusted by the National Geodetic Survey in June 1991..
 MQ0279
 MQ0279.The geoid height was determined by GEOID03.
 MQ0279
 MQ0279.The dynamic height is computed by dividing the NAVD 88
 MQ0279.geopotential number by the normal gravity value computed on the
 MQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0279.degrees latitude (g = 980.6199 gals.).
 MQ0279
 MQ0279.The modeled gravity was interpolated from observed gravity values.
 MQ0279
 MQ0279;                    North         East    Units  Estimated Accuracy
 MQ0279;SPC WYWC     -   122,220.      498,430.      MT  (+/- 180 meters Scaled)
 MQ0279
 MQ0279                          SUPERSEDED SURVEY CONTROL
 MQ0279
 MQ0279  NGVD 29 (??/??/92) 1912.026  (m)         6273.04   (f) ADJ UNCH    1 2
 MQ0279
 MQ0279.Superseded values are not recommended for survey control.
 MQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0279.See file dsdata.txt to determine how the superseded data were derived.
 MQ0279
 MQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM859052(NAD 83)
 MQ0279_MARKER: DB = BENCH MARK DISK
 MQ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0279_STAMPING: A 71 1934
 MQ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0279+STABILITY: SURFACE MOTION
 MQ0279
 MQ0279  HISTORY     - Date     Condition        Report By
 MQ0279  HISTORY     - 1934     MONUMENTED       CGS
 MQ0279  HISTORY     - 1958     GOOD             NGS
 MQ0279  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0279
 MQ0279                          STATION DESCRIPTION
 MQ0279
 MQ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0279'IN GRANGER.
 MQ0279'AT GRANGER, 44 1/2 FEET NORTHEAST OF THE NORTHEAST END OF THE UNION
 MQ0279'PACIFIC RAILROAD STATION, 25 FEET NORTHWEST OF THE NORTHWEST RAIL, IN
 MQ0279'THE SOUTHWEST END OF A SMALL ROCK ENCLOSED PARK, ABOUT 2 FEET ABOVE
 MQ0279'THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MQ0279
 MQ0279                          STATION RECOVERY (1983)
 MQ0279
 MQ0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0279'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0307 ***********************************************************************
 MQ0307  DESIGNATION -  A 72
 MQ0307  PID         -  MQ0307
 MQ0307  STATE/COUNTY-  WY/SWEETWATER
 MQ0307  USGS QUAD   -  PITTMAN WELL (1963)
 MQ0307
 MQ0307                         *CURRENT SURVEY CONTROL
 MQ0307  ___________________________________________________________________
 MQ0307* NAD 83(1986)-  41 59 27.     (N)    109 34 30.     (W)     SCALED    
 MQ0307* NAVD 88     -      2007.408  (meters)    6585.97   (feet)  ADJUSTED  
 MQ0307  ___________________________________________________________________
 MQ0307  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 MQ0307  DYNAMIC HT  -        2005.735 (meters)    6580.48  (feet)  COMP
 MQ0307  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 MQ0307
 MQ0307  VERT ORDER  -  SECOND    CLASS 0
 MQ0307
 MQ0307.The horizontal coordinates were scaled from a topographic map and have
 MQ0307.an estimated accuracy of +/- 6 seconds.
 MQ0307
 MQ0307.The orthometric height was determined by differential leveling
 MQ0307.and adjusted by the National Geodetic Survey in June 1991..
 MQ0307
 MQ0307.The geoid height was determined by GEOID03.
 MQ0307
 MQ0307.The dynamic height is computed by dividing the NAVD 88
 MQ0307.geopotential number by the normal gravity value computed on the
 MQ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0307.degrees latitude (g = 980.6199 gals.).
 MQ0307
 MQ0307.The modeled gravity was interpolated from observed gravity values.
 MQ0307
 MQ0307;                    North         East    Units  Estimated Accuracy
 MQ0307;SPC WYWC     -   165,890.      531,640.      MT  (+/- 180 meters Scaled)
 MQ0307
 MQ0307                          SUPERSEDED SURVEY CONTROL
 MQ0307
 MQ0307  NGVD 29 (??/??/92) 2006.145  (m)         6581.83   (f) ADJ UNCH    2 0
 MQ0307
 MQ0307.Superseded values are not recommended for survey control.
 MQ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0307.See file dsdata.txt to determine how the superseded data were derived.
 MQ0307
 MQ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM180497(NAD 83)
 MQ0307_MARKER: DB = BENCH MARK DISK
 MQ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0307_STAMPING: A 72 1934
 MQ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0307+STABILITY: SURFACE MOTION
 MQ0307
 MQ0307  HISTORY     - Date     Condition        Report By
 MQ0307  HISTORY     - 1934     MONUMENTED       CGS
 MQ0307
 MQ0307                          STATION DESCRIPTION
 MQ0307
 MQ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0307'11.5 MI SW FROM FARSON.
 MQ0307'ABOUT 11.5 MILES SOUTHWEST ALONG THE ROAD LEADING TO GRANGER FROM THE
 MQ0307'POST OFFICE AT FARSON, SWEETWATER COUNTY, 24 FEET SOUTH OF THE CENTER
 MQ0307'LINE OF THE ROAD, 6 FEET SOUTH OF A 2-FOOT PILE OF FLAT SANDSTONE
 MQ0307'ROCKS, AND IN THE CENTER OF A 3-FOOT CIRCLE OF SANDSTONE ROCK.  A
 MQ0307'STANDARD DISK, STAMPED A 72 1934 AND SET IN THE TOP OF A CONCRETE
 MQ0307'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0062 ***********************************************************************
 MR0062  DESIGNATION -  A 73
 MR0062  PID         -  MR0062
 MR0062  STATE/COUNTY-  WY/UINTA
 MR0062  USGS QUAD   -  CARTER (1964)
 MR0062
 MR0062                         *CURRENT SURVEY CONTROL
 MR0062  ___________________________________________________________________
 MR0062* NAD 83(1986)-  41 26 15.     (N)    110 25 44.     (W)     SCALED    
 MR0062* NAVD 88     -      1982.418  (meters)    6503.98   (feet)  ADJUSTED  
 MR0062  ___________________________________________________________________
 MR0062  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 MR0062  DYNAMIC HT  -        1980.704 (meters)    6498.36  (feet)  COMP
 MR0062  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 MR0062
 MR0062  VERT ORDER  -  FIRST     CLASS II
 MR0062
 MR0062.The horizontal coordinates were scaled from a topographic map and have
 MR0062.an estimated accuracy of +/- 6 seconds.
 MR0062
 MR0062.The orthometric height was determined by differential leveling
 MR0062.and adjusted by the National Geodetic Survey in June 1991..
 MR0062
 MR0062.The geoid height was determined by GEOID03.
 MR0062
 MR0062.The dynamic height is computed by dividing the NAVD 88
 MR0062.geopotential number by the normal gravity value computed on the
 MR0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0062.degrees latitude (g = 980.6199 gals.).
 MR0062
 MR0062.The modeled gravity was interpolated from observed gravity values.
 MR0062
 MR0062;                    North         East    Units  Estimated Accuracy
 MR0062;SPC WY W     -   204,160.      771,120.      MT  (+/- 180 meters Scaled)
 MR0062
 MR0062                          SUPERSEDED SURVEY CONTROL
 MR0062
 MR0062  NGVD 29 (??/??/92) 1981.08   (m)         6499.6    (f) COMPUTED    1 2
 MR0062
 MR0062.Superseded values are not recommended for survey control.
 MR0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0062.See file dsdata.txt to determine how the superseded data were derived.
 MR0062
 MR0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL477874(NAD 83)
 MR0062_MARKER: DB = BENCH MARK DISK
 MR0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0062_SP_SET: BUILDING
 MR0062_STAMPING: A 73 1934
 MR0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0062
 MR0062  HISTORY     - Date     Condition        Report By
 MR0062  HISTORY     - 1934     MONUMENTED       CGS
 MR0062  HISTORY     - 1958     GOOD             NGS
 MR0062  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0062
 MR0062                          STATION DESCRIPTION
 MR0062
 MR0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0062'IN CARTER.
 MR0062'AT CARTER, AT THE UNION PACIFIC RAILROAD STATION, SET VERTICALLY IN
 MR0062'THE SOUTHEAST FACE OF THE BUILDING, 2 FEET NORTHEAST OF THE NORTHEAST
 MR0062'EDGE OF THE WAITING ROOM DOOR, AND ABOUT 1 FOOT ABOVE THE GROUND.
 MR0062
 MR0062                          STATION RECOVERY (1983)
 MR0062
 MR0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0062'THERE IS A NEW STATION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0296 ***********************************************************************
 MP0296  DESIGNATION -  A 74
 MP0296  PID         -  MP0296
 MP0296  STATE/COUNTY-  WY/CARBON
 MP0296  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0296
 MP0296                         *CURRENT SURVEY CONTROL
 MP0296  ___________________________________________________________________
 MP0296* NAD 83(1986)-  41 04 20.     (N)    107 18 37.     (W)     SCALED    
 MP0296* NAVD 88     -      2178.774  (meters)    7148.19   (feet)  ADJUSTED  
 MP0296  ___________________________________________________________________
 MP0296  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 MP0296  DYNAMIC HT  -        2176.755 (meters)    7141.57  (feet)  COMP
 MP0296  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 MP0296
 MP0296  VERT ORDER  -  SECOND    CLASS 0
 MP0296
 MP0296.The horizontal coordinates were scaled from a topographic map and have
 MP0296.an estimated accuracy of +/- 6 seconds.
 MP0296
 MP0296.The orthometric height was determined by differential leveling
 MP0296.and adjusted by the National Geodetic Survey in June 1991..
 MP0296
 MP0296.The geoid height was determined by GEOID03.
 MP0296
 MP0296.The dynamic height is computed by dividing the NAVD 88
 MP0296.geopotential number by the normal gravity value computed on the
 MP0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0296.degrees latitude (g = 980.6199 gals.).
 MP0296
 MP0296.The modeled gravity was interpolated from observed gravity values.
 MP0296
 MP0296;                    North         East    Units  Estimated Accuracy
 MP0296;SPC WYEC     -   163,540.      401,940.      MT  (+/- 180 meters Scaled)
 MP0296
 MP0296                          SUPERSEDED SURVEY CONTROL
 MP0296
 MP0296  NGVD 29 (??/??/92) 2177.546  (m)         7144.17   (f) ADJ UNCH    2 0
 MP0296
 MP0296.Superseded values are not recommended for survey control.
 MP0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0296.See file dsdata.txt to determine how the superseded data were derived.
 MP0296
 MP0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF059493(NAD 83)
 MP0296_MARKER: DB = BENCH MARK DISK
 MP0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0296_STAMPING: A 74 1934
 MP0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0296+STABILITY: SURFACE MOTION
 MP0296
 MP0296  HISTORY     - Date     Condition        Report By
 MP0296  HISTORY     - 1934     MONUMENTED       CGS
 MP0296  HISTORY     - 1959     MARK NOT FOUND   USGS
 MP0296
 MP0296                          STATION DESCRIPTION
 MP0296
 MP0296'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0296'7.5 MI E FROM SLATER, CO.
 MP0296'IN CARBON COUNTY, WYOMING, 7.5 MILES EAST ALONG THE ENCAMPMENT ROAD
 MP0296'FROM SLATER, MOFFAT COUNTY, COLORADO, ABOUT 500 FEET NORTH OF THE
 MP0296'SCOTT RANCH HOUSE, 78 FEET NORTHEAST OF THE POINT OF INTERSECTION OF A
 MP0296'RIGHT-ANGLE CURVE FROM NORTH TO EAST, 33 FEET NORTH OF THE CENTERLINE
 MP0296'OF THE EAST-AND-WEST SECTION OF THE ROAD, AND 1 FOOT SOUTH OF A FENCE.
 MP0296'A STANDARD DISK, STAMPED A 74 1934 AND SET IN THE TOP OF A CONCRETE
 MP0296'POST.  NOTE-- THE MONUMENT IS PROBABLY DESTROYED DUE TO CLEARING OF
 MP0296'SAGEBRUSH AND MOVING FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0164 ***********************************************************************
 MP0164  DESIGNATION -  A 75
 MP0164  PID         -  MP0164
 MP0164  STATE/COUNTY-  WY/CARBON
 MP0164  USGS QUAD   -  BARCUS PEAK (1992)
 MP0164
 MP0164                         *CURRENT SURVEY CONTROL
 MP0164  ___________________________________________________________________
 MP0164* NAD 83(1986)-  41 10 28.     (N)    106 36 50.     (W)     SCALED    
 MP0164* NAVD 88     -      2275.662  (meters)    7466.07   (feet)  ADJUSTED  
 MP0164  ___________________________________________________________________
 MP0164  GEOID HEIGHT-         -11.20  (meters)                     GEOID03
 MP0164  DYNAMIC HT  -        2273.543 (meters)    7459.12  (feet)  COMP
 MP0164  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 MP0164
 MP0164  VERT ORDER  -  SECOND    CLASS 0
 MP0164
 MP0164.The horizontal coordinates were scaled from a topographic map and have
 MP0164.an estimated accuracy of +/- 6 seconds.
 MP0164
 MP0164.The orthometric height was determined by differential leveling
 MP0164.and adjusted by the National Geodetic Survey in June 1991..
 MP0164
 MP0164.The geoid height was determined by GEOID03.
 MP0164
 MP0164.The dynamic height is computed by dividing the NAVD 88
 MP0164.geopotential number by the normal gravity value computed on the
 MP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0164.degrees latitude (g = 980.6199 gals.).
 MP0164
 MP0164.The modeled gravity was interpolated from observed gravity values.
 MP0164
 MP0164;                    North         East    Units  Estimated Accuracy
 MP0164;SPC WYEC     -   175,140.      460,370.      MT  (+/- 180 meters Scaled)
 MP0164
 MP0164                          SUPERSEDED SURVEY CONTROL
 MP0164
 MP0164  NGVD 29 (??/??/92) 2274.431  (m)         7462.03   (f) ADJ UNCH    2 0
 MP0164
 MP0164.Superseded values are not recommended for survey control.
 MP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0164.See file dsdata.txt to determine how the superseded data were derived.
 MP0164
 MP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF646593(NAD 83)
 MP0164_MARKER: DB = BENCH MARK DISK
 MP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0164_STAMPING: A 75 1934
 MP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0164+STABILITY: SURFACE MOTION
 MP0164
 MP0164  HISTORY     - Date     Condition        Report By
 MP0164  HISTORY     - 1934     MONUMENTED       CGS
 MP0164
 MP0164                          STATION DESCRIPTION
 MP0164
 MP0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0164'11.5 MI E FROM ENCAMPMENT.
 MP0164'11.5 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, ON THE
 MP0164'NORTHEAST RIM OF A VALLEY OVERLOOKING BEAVER CREEK, 0.2 MILE WEST OF A
 MP0164'CEMETERY ON THE BREAK OF A HILL AND SOUTH OF THE ROAD, 0.1 MILE WEST
 MP0164'OF A BRIDGE OVER A WATERCOURSE, ON A PROMINENT POINT, 20 FEET
 MP0164'NORTHEAST OF AN ABRUPT BREAK IN THE HILL, AND 37 FEET SOUTHWEST OF THE
 MP0164'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A 75 1934 AND SET IN
 MP0164'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0217 ***********************************************************************
 MP0217  DESIGNATION -  A 76
 MP0217  PID         -  MP0217
 MP0217  STATE/COUNTY-  WY/CARBON
 MP0217  USGS QUAD   -  OVERLAND (1982)
 MP0217
 MP0217                         *CURRENT SURVEY CONTROL
 MP0217  ___________________________________________________________________
 MP0217* NAD 83(1986)-  41 35 06.     (N)    106 48 07.     (W)     SCALED    
 MP0217* NAVD 88     -      2102.776  (meters)    6898.86   (feet)  ADJUSTED  
 MP0217  ___________________________________________________________________
 MP0217  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 MP0217  DYNAMIC HT  -        2100.921 (meters)    6892.77  (feet)  COMP
 MP0217  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 MP0217
 MP0217  VERT ORDER  -  SECOND    CLASS 0
 MP0217
 MP0217.The horizontal coordinates were scaled from a topographic map and have
 MP0217.an estimated accuracy of +/- 6 seconds.
 MP0217
 MP0217.The orthometric height was determined by differential leveling
 MP0217.and adjusted by the National Geodetic Survey in June 1991..
 MP0217
 MP0217.The geoid height was determined by GEOID03.
 MP0217
 MP0217.The dynamic height is computed by dividing the NAVD 88
 MP0217.geopotential number by the normal gravity value computed on the
 MP0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0217.degrees latitude (g = 980.6199 gals.).
 MP0217
 MP0217.The modeled gravity was interpolated from observed gravity values.
 MP0217
 MP0217;                    North         East    Units  Estimated Accuracy
 MP0217;SPC WYEC     -   220,620.      444,310.      MT  (+/- 180 meters Scaled)
 MP0217
 MP0217                          SUPERSEDED SURVEY CONTROL
 MP0217
 MP0217  NGVD 29 (??/??/92) 2101.578  (m)         6894.93   (f) ADJ UNCH    2 0
 MP0217
 MP0217.Superseded values are not recommended for survey control.
 MP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0217.See file dsdata.txt to determine how the superseded data were derived.
 MP0217
 MP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG497052(NAD 83)
 MP0217_MARKER: DB = BENCH MARK DISK
 MP0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0217_STAMPING: A 76 1934
 MP0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0217+STABILITY: SURFACE MOTION
 MP0217
 MP0217  HISTORY     - Date     Condition        Report By
 MP0217  HISTORY     - 1934     MONUMENTED       CGS
 MP0217  HISTORY     - 1954     MARK NOT FOUND   USGS
 MP0217
 MP0217                          STATION DESCRIPTION
 MP0217
 MP0217'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 MP0217'9.1 MI N FROM SARATOGA.
 MP0217'9.1 MILES NORTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD FROM
 MP0217'SARATOGA, 0.4 MILE SOUTH OF A CUT, ABOUT 760 FEET NORTH OF MILEPOST
 MP0217'15, ON A SLIGHT SUMMIT IN THE CENTER OF A LARGE BARE SPOT, 51 FEET
 MP0217'WEST OF A 5-BY 10- BY 1- FOOT MOUND FORMING A SPEEDER CAR STOP, 44
 MP0217'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1.9 FEET LOWER THAN THE
 MP0217'TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 76 1934 AND SET IN THE
 MP0217'TOP OF A CONCRETE POST.  NOTE-- MEASUREMENTS FROM THE GIVEN TIES SHOW
 MP0217'THAT A GRADER HAS RECENTLY PASSED OVER THE SPOT WHERE THE MARK SHOULD
 MP0217'BE.  THE CONCRETE POST HAS PROBABLY BEEN REMOVED AS NO TRACE OF IT WAS
 MP0217'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0552 ***********************************************************************
 MO0552  CBN         -  This is a Cooperative Base Network Control Station.
 MO0552  DESIGNATION -  A 77
 MO0552  PID         -  MO0552
 MO0552  STATE/COUNTY-  WY/ALBANY
 MO0552  USGS QUAD   -  CHEROKEE PARK (1967)
 MO0552
 MO0552                         *CURRENT SURVEY CONTROL
 MO0552  ___________________________________________________________________
 MO0552* NAD 83(1993)-  40 59 52.39735(N)    105 24 43.22543(W)     ADJUSTED  
 MO0552* NAVD 88     -      2298.816  (meters)    7542.03   (feet)  ADJUSTED  
 MO0552  ___________________________________________________________________
 MO0552  X           -  -1,281,610.838 (meters)                     COMP
 MO0552  Y           -  -4,649,053.163 (meters)                     COMP
 MO0552  Z           -   4,163,746.140 (meters)                     COMP
 MO0552  LAPLACE CORR-         -12.33  (seconds)                    DEFLEC99
 MO0552  ELLIP HEIGHT-        2286.39  (meters)          (09/07/01) GPS OBS
 MO0552  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 MO0552  DYNAMIC HT  -        2296.696 (meters)    7535.08  (feet)  COMP
 MO0552  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 MO0552
 MO0552  HORZ ORDER  -  B
 MO0552  VERT ORDER  -  SECOND    CLASS 0
 MO0552  ELLP ORDER  -  FOURTH    CLASS I
 MO0552
 MO0552.The horizontal coordinates were established by GPS observations
 MO0552.and adjusted by the National Geodetic Survey in October 1994..
 MO0552
 MO0552.The orthometric height was determined by differential leveling
 MO0552.and adjusted by the National Geodetic Survey in June 1991..
 MO0552
 MO0552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO0552
 MO0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0552
 MO0552.The ellipsoidal height was determined by GPS observations
 MO0552.and is referenced to NAD 83.
 MO0552
 MO0552.The geoid height was determined by GEOID03.
 MO0552
 MO0552.The dynamic height is computed by dividing the NAVD 88
 MO0552.geopotential number by the normal gravity value computed on the
 MO0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0552.degrees latitude (g = 980.6199 gals.).
 MO0552
 MO0552.The modeled gravity was interpolated from observed gravity values.
 MO0552
 MO0552;                    North         East     Units Scale Factor Converg.
 MO0552;SPC WY E     -    55,315.547   179,358.863   MT  0.99994274   -0 09 39.4
 MO0552;UTM  13      - 4,538,604.361   465,348.427   MT  0.99961478   -0 16 13.1
 MO0552
 MO0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0552!SPC WY E     -   0.99964149  x   0.99994274  =   0.99958425
 MO0552!UTM  13      -   0.99964149  x   0.99961478  =   0.99925640
 MO0552
 MO0552                          SUPERSEDED SURVEY CONTROL
 MO0552
 MO0552  ELLIP H (10/19/94) 2286.41   (m)                       GP(       ) 4 1
 MO0552  NAVD 88 (10/19/94) 2298.82   (m)         7542.0    (f) LEVELING    3  
 MO0552  NGVD 29 (??/??/92) 2297.683  (m)         7538.31   (f) ADJ UNCH    2 0
 MO0552
 MO0552.Superseded values are not recommended for survey control.
 MO0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0552.See file dsdata.txt to determine how the superseded data were derived.
 MO0552
 MO0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6534838604(NAD 83)
 MO0552_MARKER: DB = BENCH MARK DISK
 MO0552_SETTING: 66 = SET IN ROCK OUTCROP
 MO0552_SP_SET: ROCK OUTCROP
 MO0552_STAMPING: A 77 1934
 MO0552_MARK LOGO: CGS   
 MO0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0552+STABILITY: POSITION/ELEVATION WELL
 MO0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0552+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2005
 MO0552
 MO0552  HISTORY     - Date     Condition        Report By
 MO0552  HISTORY     - 1934     MONUMENTED       CGS
 MO0552  HISTORY     - 19931102 GOOD             NGS
 MO0552  HISTORY     - 19970221 GOOD             CODOT
 MO0552  HISTORY     - 20010730 GOOD             NGS
 MO0552  HISTORY     - 20050104 GOOD             WASHGP
 MO0552
 MO0552                          STATION DESCRIPTION
 MO0552
 MO0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0552'4.8 MI NW FROM VIRGINIA DALE.
 MO0552'IN ALBANY COUNTY, WYOMING, 4.8 MILES NORTHWEST ALONG U.S. HIGHWAY
 MO0552'287 FROM THE POST OFFICE AT VIRGINIA DALE, LARIMER COUNTY,
 MO0552'COLORADO, 130 FEET EAST OF THE INTERSECTION OF THE
 MO0552'COLORADO-WYOMING STATE LINE, 105 FEET EAST OF THE OVERLAND
 MO0552'STAGE MONUMENT, 75 FEET NORTH OF THE STATE LINE SERVICE STATION,
 MO0552'AT THE EXTREME WEST EDGE OF A ROCK OUTCROP, IN THE CENTER OF THE
 MO0552'TOP OF THE ROCK, AND 1 FOOT ABOVE GROUND.  A STANDARD DISK,
 MO0552'STAMPED A 77 1934.
 MO0552
 MO0552                          STATION RECOVERY (1993)
 MO0552
 MO0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 MO0552'THE STATION IS LOCATED ABOUT 40.2 KM (24.95 MI) SOUTH-SOUTHEAST OF
 MO0552'LARAMIE, WY, 14.5 KM (9.00 MI) SOUTH-SOUTHEAST OF TIE SIDING, WY, 6.4
 MO0552'KM (3.95 MI) NORTHWEST OF VIRGINIA DALE, CO AND ON THE
 MO0552'WYOMING-COLORADO STATE LINE, AT U.S. HIGHWAY 287 MILEPOST (COLORADO)
 MO0552'425.42, IN THE NORTHEAST 1/4 OF SECTION 24, T 12 N, R 72 W.
 MO0552'OWNERSHIP--WYOMING DEPT. OF TRANSPORTATION RIGHT-OF-WAY. TO REACH THE
 MO0552'STATION, GO TO THE COLORADO-WYOMING STATE LINE ON U.S. HIGHWAY 287 AND
 MO0552'THE MARK ON THE NORTH SIDE OF THE STATE LINE CAFE BUILDING. THE MARK
 MO0552'IS A STANDARD DISK SET IN A DRILL HOLE IN THE EASTERN CENTER OF A ROCK
 MO0552'OUTCROP 2.4 M (7.9 FT) BY 5.2 M, AND PROJECTING ABOUT 0.3 M. IT IS
 MO0552'36.4 M (119.4 FT) EAST OF THE CENTER LINE OF U. S. HIGHWAY 287, 21.6 M
 MO0552'(70.9 FT) EAST OF THE OVERLAND STAGE LINE MARKER, 17.5 M (57.4 FT)
 MO0552'NORTHEAST OF THE NORTHEAST CORNER OF THE STATE LINE CAFE, 10.9 M (35.8
 MO0552'FT) WEST OF A RIGHT-OF-WAY MARKER AND 2.0 M (6.6 FT) EAST OF A WITNESS
 MO0552'POST.
 MO0552
 MO0552                          STATION RECOVERY (1997)
 MO0552
 MO0552'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 MO0552'RECOVERED AS DESCRIBED.
 MO0552
 MO0552                          STATION RECOVERY (2001)
 MO0552
 MO0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 MO0552'RECOVERED AS DESCRIBED.
 MO0552' 
 MO0552'
 MO0552
 MO0552                          STATION RECOVERY (2005)
 MO0552
 MO0552'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL INC 2005 (PAR)
 MO0552'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL, INC. 2005 (PAR)
 MO0552'TRANSPORTATION ACCESS BY CAR RECOVERED AS DESCRIBED EXCEPT THE MARK IS
 MO0552'17.4M (57.0 FT) NORTHEASTERLY OF THE  OVERLAND STAGE HISTORICAL
 MO0552'MARKER, AND 4.1 M (13.5 FT) NORTH OF A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0128 ***********************************************************************
 OX0128  DESIGNATION -  A 78
 OX0128  PID         -  OX0128
 OX0128  STATE/COUNTY-  WY/LINCOLN
 OX0128  USGS QUAD   -  MUNGER MOUNTAIN (1996)
 OX0128
 OX0128                         *CURRENT SURVEY CONTROL
 OX0128  ___________________________________________________________________
 OX0128* NAD 83(1986)-  43 15 52.     (N)    110 47 04.     (W)     SCALED    
 OX0128* NAVD 88     -      1793.515  (meters)    5884.22   (feet)  ADJUSTED  
 OX0128  ___________________________________________________________________
 OX0128  GEOID HEIGHT-         -10.22  (meters)                     GEOID03
 OX0128  DYNAMIC HT  -        1792.301 (meters)    5880.24  (feet)  COMP
 OX0128  MODELED GRAV-     979,880.1   (mgal)                       NAVD 88
 OX0128
 OX0128  VERT ORDER  -  SECOND    CLASS 0
 OX0128
 OX0128.The horizontal coordinates were scaled from a topographic map and have
 OX0128.an estimated accuracy of +/- 6 seconds.
 OX0128
 OX0128.The orthometric height was determined by differential leveling
 OX0128.and adjusted by the National Geodetic Survey in June 1991..
 OX0128
 OX0128.The geoid height was determined by GEOID03.
 OX0128
 OX0128.The dynamic height is computed by dividing the NAVD 88
 OX0128.geopotential number by the normal gravity value computed on the
 OX0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0128.degrees latitude (g = 980.6199 gals.).
 OX0128
 OX0128.The modeled gravity was interpolated from observed gravity values.
 OX0128
 OX0128;                    North         East    Units  Estimated Accuracy
 OX0128;SPC WY W     -   407,270.      743,080.      MT  (+/- 180 meters Scaled)
 OX0128
 OX0128                          SUPERSEDED SURVEY CONTROL
 OX0128
 OX0128  NGVD 29 (??/??/92) 1792.244  (m)         5880.05   (f) ADJ UNCH    2 0
 OX0128
 OX0128.Superseded values are not recommended for survey control.
 OX0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0128.See file dsdata.txt to determine how the superseded data were derived.
 OX0128
 OX0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN174902(NAD 83)
 OX0128_MARKER: DB = BENCH MARK DISK
 OX0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0128_STAMPING: A 78 1948
 OX0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0128+STABILITY: SURFACE MOTION
 OX0128
 OX0128  HISTORY     - Date     Condition        Report By
 OX0128  HISTORY     - 1948     MONUMENTED       CGS
 OX0128  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0128
 OX0128                          STATION DESCRIPTION
 OX0128
 OX0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0128'6.7 MI SW FROM MOUTH OF HOBACK RIVER.
 OX0128'6.7 MILES SOUTHWEST ALONG THE GRAND CANYON ROAD FROM THE MOUTH OF THE
 OX0128'HOBACK RIVER, AT THE SOUTHWEST END OF A 10-FOOT CUT, 21.0 FEET WEST OF
 OX0128'THE CENTER LINE OF THE ROAD, 2.7 FEET SOUTH OF A WITNESS POST, SET IN
 OX0128'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OX0128
 OX0128                          STATION RECOVERY (1963)
 OX0128
 OX0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0665 ***********************************************************************
 MO0665  DESIGNATION -  A 79
 MO0665  PID         -  MO0665
 MO0665  STATE/COUNTY-  WY/ALBANY
 MO0665  USGS QUAD   -  DOWNEY LAKES (1978)
 MO0665
 MO0665                         *CURRENT SURVEY CONTROL
 MO0665  ___________________________________________________________________
 MO0665* NAD 83(1986)-  41 03 40.     (N)    105 45 56.     (W)     SCALED    
 MO0665* NAVD 88     -      2266.691  (meters)    7436.64   (feet)  ADJUSTED  
 MO0665  ___________________________________________________________________
 MO0665  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 MO0665  DYNAMIC HT  -        2264.629 (meters)    7429.87  (feet)  COMP
 MO0665  MODELED GRAV-     979,631.7   (mgal)                       NAVD 88
 MO0665
 MO0665  VERT ORDER  -  SECOND    CLASS 0
 MO0665
 MO0665.The horizontal coordinates were scaled from a topographic map and have
 MO0665.an estimated accuracy of +/- 6 seconds.
 MO0665
 MO0665.The orthometric height was determined by differential leveling
 MO0665.and adjusted by the National Geodetic Survey in June 1991..
 MO0665
 MO0665.The geoid height was determined by GEOID03.
 MO0665
 MO0665.The dynamic height is computed by dividing the NAVD 88
 MO0665.geopotential number by the normal gravity value computed on the
 MO0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0665.degrees latitude (g = 980.6199 gals.).
 MO0665
 MO0665.The modeled gravity was interpolated from observed gravity values.
 MO0665
 MO0665;                    North         East    Units  Estimated Accuracy
 MO0665;SPC WY E     -    62,480.      149,660.      MT  (+/- 180 meters Scaled)
 MO0665
 MO0665                          SUPERSEDED SURVEY CONTROL
 MO0665
 MO0665  NGVD 29 (??/??/92) 2265.559  (m)         7432.92   (f) ADJ UNCH    2 0
 MO0665
 MO0665.Superseded values are not recommended for survey control.
 MO0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0665.See file dsdata.txt to determine how the superseded data were derived.
 MO0665
 MO0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF356458(NAD 83)
 MO0665_MARKER: DB = BENCH MARK DISK
 MO0665_SETTING: 66 = SET IN ROCK OUTCROP
 MO0665_SP_SET: GRANITE ROCK
 MO0665_STAMPING: A 79 1951
 MO0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0665+STABILITY: POSITION/ELEVATION WELL
 MO0665
 MO0665  HISTORY     - Date     Condition        Report By
 MO0665  HISTORY     - 1951     MONUMENTED       CGS
 MO0665
 MO0665                          STATION DESCRIPTION
 MO0665
 MO0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0665'15.8 MI W FROM TIE SIDING.
 MO0665'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 MO0665'AT TIE SIDING, THENCE 14.75 MILES WEST ALONG A WINDING GRAVELED
 MO0665'ROAD, 144 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 153
 MO0665'FEET SOUTH OF THE SOUTHEAST END OF A CATTLE GUARD, 33 FEET EAST
 MO0665'OF A FENCE, 4 FEET EAST OF A SMALL ROCK CAIRN, FLUSH WITH THE
 MO0665'GROUND, SET IN THE TOP OF A GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0260 ***********************************************************************
 PV0260  DESIGNATION -  A 8
 PV0260  PID         -  PV0260
 PV0260  STATE/COUNTY-  WY/CAMPBELL
 PV0260  USGS QUAD   -  GILLETTE WEST (1971)
 PV0260
 PV0260                         *CURRENT SURVEY CONTROL
 PV0260  ___________________________________________________________________
 PV0260* NAD 83(1986)-  44 17 32.     (N)    105 30 16.     (W)     SCALED    
 PV0260* NAVD 88     -      1386.495  (meters)    4548.86   (feet)  POSTED    
 PV0260  ___________________________________________________________________
 PV0260  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0260  DYNAMIC HT  -        1385.920 (meters)    4546.97  (feet)  COMP
 PV0260  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 PV0260
 PV0260  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PV0260
 PV0260.The horizontal coordinates were scaled from a topographic map and have
 PV0260.an estimated accuracy of +/- 6 seconds.
 PV0260
 PV0260.The orthometric height was determined by differential leveling
 PV0260.and adjusted by the National Geodetic Survey in 1992..
 PV0260.No vertical observational check was made to the station.
 PV0260.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PV0260.was located on a no-check spur therefore a value was not computed.
 PV0260
 PV0260.The geoid height was determined by GEOID03.
 PV0260
 PV0260.The dynamic height is computed by dividing the NAVD 88
 PV0260.geopotential number by the normal gravity value computed on the
 PV0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0260.degrees latitude (g = 980.6199 gals.).
 PV0260
 PV0260.The modeled gravity was interpolated from observed gravity values.
 PV0260
 PV0260;                    North         East    Units  Estimated Accuracy
 PV0260;SPC WY E     -   421,270.      173,040.      MT  (+/- 180 meters Scaled)
 PV0260
 PV0260                          SUPERSEDED SURVEY CONTROL
 PV0260
 PV0260  NGVD 29 (??/??/92) 1385.813  (m)         4546.62   (f) ADJ UNCH    1 2
 PV0260
 PV0260.Superseded values are not recommended for survey control.
 PV0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0260.See file dsdata.txt to determine how the superseded data were derived.
 PV0260
 PV0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK597044(NAD 83)
 PV0260_MARKER: DB = BENCH MARK DISK
 PV0260_SETTING: 0 = UNSPECIFIED SETTING
 PV0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0260
 PV0260  HISTORY     - Date     Condition        Report By
 PV0260  HISTORY     - 1908     MONUMENTED       CGS
 PV0260  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0260  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0260
 PV0260                          STATION DESCRIPTION
 PV0260
 PV0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0260'AT GILLETTE.
 PV0260'AT GILLETTE, CAMPBELL COUNTY, AT THE CORNER OF GILLETTE AVENUE
 PV0260'AND EAST THIRD STREET, NEAR THE SOUTHWEST CORNER OF A BUILDING,
 PV0260'IN THE SIDE FACING GILLETTE AVENUE, AND 0.8 FOOT ABOVE THE
 PV0260'SIDEWALK.  A STANDARD DISK, SET VERTICALLY.
 PV0260
 PV0260                          STATION RECOVERY (1985)
 PV0260
 PV0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0260'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0112 ***********************************************************************
 MP0112  DESIGNATION -  A 80
 MP0112  PID         -  MP0112
 MP0112  STATE/COUNTY-  WY/ALBANY
 MP0112  USGS QUAD   -  WOODS LANDING (1992)
 MP0112
 MP0112                         *CURRENT SURVEY CONTROL
 MP0112  ___________________________________________________________________
 MP0112* NAD 83(1986)-  41 06 12.     (N)    106 04 13.     (W)     SCALED    
 MP0112* NAVD 88     -      2516.967  (meters)    8257.75   (feet)  ADJUSTED  
 MP0112  ___________________________________________________________________
 MP0112  GEOID HEIGHT-         -10.80  (meters)                     GEOID03
 MP0112  DYNAMIC HT  -        2514.510 (meters)    8249.69  (feet)  COMP
 MP0112  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 MP0112
 MP0112  VERT ORDER  -  SECOND    CLASS 0
 MP0112
 MP0112.The horizontal coordinates were scaled from a topographic map and have
 MP0112.an estimated accuracy of +/- 6 seconds.
 MP0112
 MP0112.The orthometric height was determined by differential leveling
 MP0112.and adjusted by the National Geodetic Survey in June 1991..
 MP0112
 MP0112.The geoid height was determined by GEOID03.
 MP0112
 MP0112.The dynamic height is computed by dividing the NAVD 88
 MP0112.geopotential number by the normal gravity value computed on the
 MP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0112.degrees latitude (g = 980.6199 gals.).
 MP0112
 MP0112.The modeled gravity was interpolated from observed gravity values.
 MP0112
 MP0112;                    North         East    Units  Estimated Accuracy
 MP0112;SPC WY E     -    67,390.      124,100.      MT  (+/- 180 meters Scaled)
 MP0112
 MP0112                          SUPERSEDED SURVEY CONTROL
 MP0112
 MP0112  NGVD 29 (??/??/92) 2515.682  (m)         8253.53   (f) ADJ UNCH    2 0
 MP0112
 MP0112.Superseded values are not recommended for survey control.
 MP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0112.See file dsdata.txt to determine how the superseded data were derived.
 MP0112
 MP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF101507(NAD 83)
 MP0112_MARKER: DB = BENCH MARK DISK
 MP0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0112_SP_SET: CULVERT
 MP0112_STAMPING: A 80 1951
 MP0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0112
 MP0112  HISTORY     - Date     Condition        Report By
 MP0112  HISTORY     - 1951     MONUMENTED       CGS
 MP0112  HISTORY     - 1960     MARK NOT FOUND   USGS
 MP0112
 MP0112                          STATION DESCRIPTION
 MP0112
 MP0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MP0112'3.35 MI SW FROM WOODS LANDING.
 MP0112'3.35 MILES SOUTHWEST ALONG STATE HIGHWAY 230 FROM THE LARAMIE RIVER
 MP0112'BRIDGE AT WOODS LANDING, 19 FEET NORTHWEST OF THE CENTER LINE OF THE
 MP0112'HIGHWAY, 82 FEET NORTH OF THE LOWER WOODS CREEK PICNIC GROUND SIGN,
 MP0112'SET IN THE TOP OF THE CENTER OF THE NORTHWEST ROCK HEADWALL OF A 24
 MP0112'INCH PIPE CULVERT.
 MP0112
 MP0112                          STATION RECOVERY (1960)
 MP0112
 MP0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MP0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0550 ***********************************************************************
 MO0550  DESIGNATION -  A 81
 MO0550  PID         -  MO0550
 MO0550  STATE/COUNTY-  WY/LARAMIE
 MO0550  USGS QUAD   -  GRANITE (1978)
 MO0550
 MO0550                         *CURRENT SURVEY CONTROL
 MO0550  ___________________________________________________________________
 MO0550* NAD 83(1986)-  41 01 07.     (N)    105 14 33.     (W)     SCALED    
 MO0550* NAVD 88     -      2302.537  (meters)    7554.24   (feet)  ADJUSTED  
 MO0550  ___________________________________________________________________
 MO0550  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 MO0550  DYNAMIC HT  -        2300.445 (meters)    7547.38  (feet)  COMP
 MO0550  MODELED GRAV-     979,631.4   (mgal)                       NAVD 88
 MO0550
 MO0550  VERT ORDER  -  SECOND    CLASS 0
 MO0550
 MO0550.The horizontal coordinates were scaled from a topographic map and have
 MO0550.an estimated accuracy of +/- 6 seconds.
 MO0550
 MO0550.The orthometric height was determined by differential leveling
 MO0550.and adjusted by the National Geodetic Survey in June 1991..
 MO0550
 MO0550.The geoid height was determined by GEOID03.
 MO0550
 MO0550.The dynamic height is computed by dividing the NAVD 88
 MO0550.geopotential number by the normal gravity value computed on the
 MO0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0550.degrees latitude (g = 980.6199 gals.).
 MO0550
 MO0550.The modeled gravity was interpolated from observed gravity values.
 MO0550
 MO0550;                    North         East    Units  Estimated Accuracy
 MO0550;SPC WY E     -    57,590.      193,620.      MT  (+/- 180 meters Scaled)
 MO0550
 MO0550                          SUPERSEDED SURVEY CONTROL
 MO0550
 MO0550  NGVD 29 (??/??/92) 2301.437  (m)         7550.63   (f) ADJ UNCH    2 0
 MO0550
 MO0550.Superseded values are not recommended for survey control.
 MO0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0550.See file dsdata.txt to determine how the superseded data were derived.
 MO0550
 MO0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF796408(NAD 83)
 MO0550_MARKER: DB = BENCH MARK DISK
 MO0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0550_STAMPING: A 81 1952
 MO0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0550+STABILITY: SURFACE MOTION
 MO0550
 MO0550  HISTORY     - Date     Condition        Report By
 MO0550  HISTORY     - 1952     MONUMENTED       CGS
 MO0550
 MO0550                          STATION DESCRIPTION
 MO0550
 MO0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0550'8.4 MI S FROM GRANITE CANON.
 MO0550'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0550'AT GRANITE CANON, THENCE 7.65 MILES SOUTH ALONG A WINDING
 MO0550'GRAVELED ROAD, 156 YARDS WEST OF THE TOP OF A SMALL ROCKY KNOLL,
 MO0550'51 FEET EAST OF THE CENTER LINE OF THE ROAD, 17.4 FEET SOUTH
 MO0550'OF THE SOUTH END OF A GATE, 4 FEET NORTH OF A WITNESS POST, 2.9
 MO0550'FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0192 ***********************************************************************
 OV0192  DESIGNATION -  A 82
 OV0192  PID         -  OV0192
 OV0192  STATE/COUNTY-  WY/WASHAKIE
 OV0192  USGS QUAD   -  BANJO FLATS WEST (1978)
 OV0192
 OV0192                         *CURRENT SURVEY CONTROL
 OV0192  ___________________________________________________________________
 OV0192* NAD 83(1986)-  43 58 26.     (N)    107 59 30.     (W)     SCALED    
 OV0192* NAVD 88     -      1246.201  (meters)    4088.58   (feet)  ADJUSTED  
 OV0192  ___________________________________________________________________
 OV0192  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 OV0192  DYNAMIC HT  -        1245.615 (meters)    4086.66  (feet)  COMP
 OV0192  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 OV0192
 OV0192  VERT ORDER  -  SECOND    CLASS 0
 OV0192
 OV0192.The horizontal coordinates were scaled from a topographic map and have
 OV0192.an estimated accuracy of +/- 6 seconds.
 OV0192
 OV0192.The orthometric height was determined by differential leveling
 OV0192.and adjusted by the National Geodetic Survey in June 1991..
 OV0192
 OV0192.The geoid height was determined by GEOID03.
 OV0192
 OV0192.The dynamic height is computed by dividing the NAVD 88
 OV0192.geopotential number by the normal gravity value computed on the
 OV0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0192.degrees latitude (g = 980.6199 gals.).
 OV0192
 OV0192.The modeled gravity was interpolated from observed gravity values.
 OV0192
 OV0192;                    North         East    Units  Estimated Accuracy
 OV0192;SPC WYEC     -   486,060.      347,180.      MT  (+/- 180 meters Scaled)
 OV0192
 OV0192                          SUPERSEDED SURVEY CONTROL
 OV0192
 OV0192  NGVD 29 (??/??/92) 1245.417  (m)         4086.01   (f) ADJ UNCH    2 0
 OV0192
 OV0192.Superseded values are not recommended for survey control.
 OV0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0192.See file dsdata.txt to determine how the superseded data were derived.
 OV0192
 OV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ600733(NAD 83)
 OV0192_MARKER: DB = BENCH MARK DISK
 OV0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0192_SP_SET: ABUTMENT
 OV0192_STAMPING: A 82 1967
 OV0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0192
 OV0192  HISTORY     - Date     Condition        Report By
 OV0192  HISTORY     - 1967     MONUMENTED       CGS
 OV0192
 OV0192                          STATION DESCRIPTION
 OV0192
 OV0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OV0192'4.0 MI SW FROM WORLAND.
 OV0192'THE BENCH MARK IS SITUATED ON STATE SECONDARY HIGHWAY NO. 2201
 OV0192'APPROXIMATELY 4.0 MILES SOUTHWEST OF WORLAND.  THE BENCH MARK IS--
 OV0192'LOCATED IN THE TOP OF THE NORTHEAST WING ABUTMENT OF A 28 FT WIDE
 OV0192'CONCRETE HIGHWAY BRIDGE CROSSING NO WATER CREEK APPROXIMATELY 1,000
 OV0192'FT. UPSTREAM FROM THE RAILROAD TRESTLE.  14.5 FT. EAST OF THE
 OV0192'CENTERLINE OF THE HIGHWAY.  AND 38.6 FT. SOUTH OF THE CENTERLINE
 OV0192'INTERSECTION OF THE HIGHWAY AND A TRACK ROAD LEADING INTO A PASTURE.
 OV0192'THE STATION IS A STANDARD USC AND GS BENCH MARK DISK STAMPED A 82
 OV0192'1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0151 ***********************************************************************
 PX0151  DESIGNATION -  A 85
 PX0151  PID         -  PX0151
 PX0151  STATE/COUNTY-  WY/PARK
 PX0151  USGS QUAD   -  CORBETT DAM (1966)
 PX0151
 PX0151                         *CURRENT SURVEY CONTROL
 PX0151  ___________________________________________________________________
 PX0151* NAD 83(1993)-  44 30 42.61820(N)    108 59 07.93885(W)     ADJUSTED  
 PX0151* NAVD 88     -      1540.969  (meters)    5055.66   (feet)  ADJUSTED  
 PX0151  ___________________________________________________________________
 PX0151  LAPLACE CORR-         -13.32  (seconds)                    DEFLEC99
 PX0151  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 PX0151  DYNAMIC HT  -        1540.183 (meters)    5053.08  (feet)  COMP
 PX0151  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 PX0151
 PX0151  HORZ ORDER  -  THIRD
 PX0151  VERT ORDER  -  SECOND    CLASS 0
 PX0151
 PX0151.The horizontal coordinates were established by classical geodetic methods
 PX0151.and adjusted by the National Geodetic Survey in January 1997..
 PX0151
 PX0151.The orthometric height was determined by differential leveling
 PX0151.and adjusted by the National Geodetic Survey in June 1991..
 PX0151
 PX0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0151
 PX0151.The geoid height was determined by GEOID03.
 PX0151
 PX0151.The dynamic height is computed by dividing the NAVD 88
 PX0151.geopotential number by the normal gravity value computed on the
 PX0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0151.degrees latitude (g = 980.6199 gals.).
 PX0151
 PX0151.The modeled gravity was interpolated from observed gravity values.
 PX0151
 PX0151;                    North         East     Units Scale Factor Converg.
 PX0151;SPC WYWC     -   445,646.821   581,272.681   MT  0.99994181   -0 09 54.5
 PX0151;UTM  12      - 4,930,697.845   660,113.356   MT  0.99991527   +1 24 45.2
 PX0151
 PX0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0151!SPC WYWC     -   0.99976034  x   0.99994181  =   0.99970216
 PX0151!UTM  12      -   0.99976034  x   0.99991527  =   0.99967563
 PX0151
 PX0151:                Primary Azimuth Mark                     Grid Az
 PX0151:SPC WYWC     -  PORT                                     291 49 32.8
 PX0151:UTM  12      -  PORT                                     290 14 53.1
 PX0151
 PX0151|---------------------------------------------------------------------|
 PX0151| PID    Reference Object                     Distance      Geod. Az  |
 PX0151|                                                           dddmmss.s |
 PX0151| PX0402 PORT                                APPROX. 2.3 KM 2913938.3 |
 PX0151|---------------------------------------------------------------------|
 PX0151
 PX0151                          SUPERSEDED SURVEY CONTROL
 PX0151
 PX0151  NAD 83(1986)-  44 30 42.60867(N)    108 59 07.93401(W) AD(       ) 3
 PX0151  NAD 27      -  44 30 42.75269(N)    108 59 05.43188(W) AD(       ) 3
 PX0151  NGVD 29 (??/??/92) 1539.890  (m)         5052.12   (f) ADJ UNCH    2 0
 PX0151
 PX0151.Superseded values are not recommended for survey control.
 PX0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0151.See file dsdata.txt to determine how the superseded data were derived.
 PX0151
 PX0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6011330698(NAD 83)
 PX0151_MARKER: DB = BENCH MARK DISK
 PX0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0151_STAMPING: A 85 1934
 PX0151_MARK LOGO: CGS   
 PX0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0151+STABILITY: SURFACE MOTION
 PX0151
 PX0151  HISTORY     - Date     Condition        Report By
 PX0151  HISTORY     - 1934     MONUMENTED       CGS
 PX0151  HISTORY     - 1934     GOOD             CGS
 PX0151  HISTORY     - 20000712 GOOD             CGS
 PX0151
 PX0151                          STATION DESCRIPTION
 PX0151
 PX0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0151'LOCATED ABOUT 4 MI. E. OF THE POST OFFICE AT CODY, WYOMING. ABOUT 1
 PX0151'MI. E. OF THE JUNCTION OF HIGHWAY NO.20 AND STATE HIGHWAY NO.120,
 PX0151'SHOWN ON MAPS AS NO. 420. 56.5 FT. SW. OF THE SW. COR. OF A BUILDING
 PX0151'WHICH AT ONE TIME WAS A SCHOOL HOUSE, NOW A LODGE OF CLUB BUILDING.
 PX0151'51.8 FT. N. OF THE CENTER OF THE HIGHWAY, A STANDARD DISK STAMPED
 PX0151'---A-85 1934--- AND SET IN THE TOP OF A CONCRETE POST.
 PX0151'
 PX0151'TO REACH STATION FROM THE POST OFFICE AT CODY WYOMING, FOLLOW U.S.
 PX0151'HIGHWAY NO.20 TOWARD GREYBULL, WYOMING FOR 4.3 MI. TO THE TOP OF A
 PX0151'HILL AND A BUILDING THAT RESEMBLES A SCHOOLHOUSE.  STATION IS AT THE
 PX0151'SW. COR. OF THE YARD.
 PX0151'
 PX0151'STATION MARK - A STANDARD NGS BENCH MARK TABLET STAMPED ---A-85 1934--
 PX0151'SET IN THE TOP OF A CONCRETE POST.
 PX0151'
 PX0151'REFERENCE MARKS - NONE.
 PX0151
 PX0151                          STATION RECOVERY (1934)
 PX0151
 PX0151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PX0151'4.3 MI E FROM CODY.
 PX0151'ABOUT 4.3 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PX0151'CODY, PARK COUNTY, ABOUT 1.9 MILES EAST OF THE JUNCTION OF STATE
 PX0151'HIGHWAY 420, 56.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SCHOOL
 PX0151'BUILDING, 6.7 FEET SOUTH OF THE NEAR EDGE OF AN IRRIGATION DITCH, 51.8
 PX0151'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 2.3 FEET SOUTH OF
 PX0151'THE SCHOOL FENCE.  A STANDARD DISK, STAMPED A 85 1934 AND SET IN THE
 PX0151'TOP OF A CONCRETE POST.
 PX0151
 PX0151                          STATION RECOVERY (2000)
 PX0151
 PX0151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0151'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0180 ***********************************************************************
 PW0180  DESIGNATION -  A 86
 PW0180  PID         -  PW0180
 PW0180  STATE/COUNTY-  WY/SHERIDAN
 PW0180  USGS QUAD   -  ACME (1978)
 PW0180
 PW0180                         *CURRENT SURVEY CONTROL
 PW0180  ___________________________________________________________________
 PW0180* NAD 83(1986)-  44 54 00.     (N)    106 58 28.     (W)     SCALED    
 PW0180* NAVD 88     -      1136.622  (meters)    3729.07   (feet)  ADJUSTED  
 PW0180  ___________________________________________________________________
 PW0180  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 PW0180  DYNAMIC HT  -        1136.241 (meters)    3727.82  (feet)  COMP
 PW0180  MODELED GRAV-     980,242.9   (mgal)                       NAVD 88
 PW0180
 PW0180  VERT ORDER  -  SECOND    CLASS 0
 PW0180
 PW0180.The horizontal coordinates were scaled from a topographic map and have
 PW0180.an estimated accuracy of +/- 6 seconds.
 PW0180
 PW0180.The orthometric height was determined by differential leveling
 PW0180.and adjusted by the National Geodetic Survey in June 1991..
 PW0180
 PW0180.The geoid height was determined by GEOID03.
 PW0180
 PW0180.The dynamic height is computed by dividing the NAVD 88
 PW0180.geopotential number by the normal gravity value computed on the
 PW0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0180.degrees latitude (g = 980.6199 gals.).
 PW0180
 PW0180.The modeled gravity was interpolated from observed gravity values.
 PW0180
 PW0180;                    North         East    Units  Estimated Accuracy
 PW0180;SPC WYEC     -   588,820.      428,350.      MT  (+/- 180 meters Scaled)
 PW0180
 PW0180                          SUPERSEDED SURVEY CONTROL
 PW0180
 PW0180  NGVD 29 (??/??/92) 1135.928  (m)         3726.79   (f) ADJ UNCH    2 0
 PW0180
 PW0180.Superseded values are not recommended for survey control.
 PW0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0180.See file dsdata.txt to determine how the superseded data were derived.
 PW0180
 PW0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK441737(NAD 83)
 PW0180_MARKER: DB = BENCH MARK DISK
 PW0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0180_STAMPING: A 86 1934
 PW0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0180+STABILITY: SURFACE MOTION
 PW0180
 PW0180  HISTORY     - Date     Condition        Report By
 PW0180  HISTORY     - 1934     MONUMENTED       CGS
 PW0180  HISTORY     - 1957     GOOD             NGS
 PW0180  HISTORY     - 1968     MARK NOT FOUND   USGS
 PW0180
 PW0180                          STATION DESCRIPTION
 PW0180
 PW0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0180'4.1 MI E FROM MONARCH.
 PW0180'3.7 MILES EAST ALONG U.S. HIGHWAY 87E FROM THE CHICAGO, BURLINGTON AND
 PW0180'QUINCY RAILROAD STATION AT MONARCH, SHERIDAN COUNTY, THENCE 0.4 MILE
 PW0180'NORTHEAST ALONG THE ROAD LEADING TO BIRNEY, MONTANA.  AT THE TOP OF A
 PW0180'HILL, 63.8 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 3-1/2
 PW0180'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED A 86 1934 AND SET
 PW0180'IN THE TOP OF A CONCRETE POST.
 PW0180
 PW0180                          STATION RECOVERY (1968)
 PW0180
 PW0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PW0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0061 ***********************************************************************
 PW0061  DESIGNATION -  A 87
 PW0061  PID         -  PW0061
 PW0061  STATE/COUNTY-  WY/SHERIDAN
 PW0061  USGS QUAD   -  ARVADA (1971)
 PW0061
 PW0061                         *CURRENT SURVEY CONTROL
 PW0061  ___________________________________________________________________
 PW0061* NAD 83(1986)-  44 39 15.     (N)    106 07 46.     (W)     SCALED    
 PW0061* NAVD 88     -      1113.833  (meters)    3654.30   (feet)  ADJUSTED  
 PW0061  ___________________________________________________________________
 PW0061  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 PW0061  DYNAMIC HT  -        1113.422 (meters)    3652.95  (feet)  COMP
 PW0061  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 PW0061
 PW0061  VERT ORDER  -  FIRST     CLASS II
 PW0061
 PW0061.The horizontal coordinates were scaled from a topographic map and have
 PW0061.an estimated accuracy of +/- 6 seconds.
 PW0061
 PW0061.The orthometric height was determined by differential leveling
 PW0061.and adjusted by the National Geodetic Survey in June 1991..
 PW0061.WARNING-Repeat measurements at this control monument indicate possible
 PW0061.vertical movement.
 PW0061
 PW0061.The geoid height was determined by GEOID03.
 PW0061
 PW0061.The dynamic height is computed by dividing the NAVD 88
 PW0061.geopotential number by the normal gravity value computed on the
 PW0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0061.degrees latitude (g = 980.6199 gals.).
 PW0061
 PW0061.The modeled gravity was interpolated from observed gravity values.
 PW0061
 PW0061;                    North         East    Units  Estimated Accuracy
 PW0061;SPC WYEC     -   562,140.      495,490.      MT  (+/- 180 meters Scaled)
 PW0061
 PW0061                          SUPERSEDED SURVEY CONTROL
 PW0061
 PW0061  NGVD 29 (??/??/92) 1113.159  (m)         3652.09   (f) ADJ UNCH    1 2
 PW0061
 PW0061.Superseded values are not recommended for survey control.
 PW0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0061.See file dsdata.txt to determine how the superseded data were derived.
 PW0061
 PW0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK104451(NAD 83)
 PW0061_MARKER: DB = BENCH MARK DISK
 PW0061_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PW0061+WITH SETTING: PAVEMENT
 PW0061_SP_SET: WATER TANK FOUNDATION
 PW0061_STAMPING: A 87 1934
 PW0061_MARK LOGO: CGS   
 PW0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0061+STABILITY: SURFACE MOTION
 PW0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PW0061+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 PW0061
 PW0061  HISTORY     - Date     Condition        Report By
 PW0061  HISTORY     - 1934     MONUMENTED       CGS
 PW0061  HISTORY     - 1957     GOOD             NGS
 PW0061  HISTORY     - 19931103 GOOD             NGS
 PW0061
 PW0061                          STATION DESCRIPTION
 PW0061
 PW0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0061'IN ARVADA.
 PW0061'AT ARVADA, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 96 FEET
 PW0061'NORTHEAST AND ACROSS THE TRACK FROM THE NORTHEAST CORNER OF THE
 PW0061'STATION, 73 1/2 FEET EAST-NORTHEAST OF THE NEAR RAIL OF THE MAIN
 PW0061'TRACK, IN THE CENTER OF THE NORTHWEST SIDE OF THE CONCRETE FOUNDATION
 PW0061'OF THE SOUTHWEST COLUMN OF THE RAILROAD WATER TANK, AND ABOUT LEVEL
 PW0061'WITH THE TRACK.
 PW0061
 PW0061                          STATION RECOVERY (1993)
 PW0061
 PW0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 PW0061'STATION IS LOCATED IN THE TOWN OF ARVADA, ALONG THE BURLINGTON
 PW0061'NORTHERN RAILROAD, IN THE CONCRETE FOUNDATION OF THE WATER TOWER LEG,
 PW0061'IN THE SOUTHEAST 1/4 OF SECTION 16, T 54 N, R 77 W. TO REACH FROM THE
 PW0061'INTERSECTION OF US HIGHWAYS 14 AND 16 AND STATE SECONDARY HIGHWAY 341,
 PW0061'NORTH OF ARVADA, GO SOUTH ON HIGHWAY 341 FOR 2.9 KM (1.80 MI) TO A
 PW0061'RAILROAD CROSSING.  CONTINUE SOUTH ON HWY 341 FOR 2.1 KM (1.30 MI) TO
 PW0061'END OF PAVEMENT AND END OF HWY 341 IN ARVADA. CONTINUE SOUTHEAST AND
 PW0061'EAST ON GRAVEL ROAD FOR 0.2 KM (0.10 MI) TO DRIVEWAY LEFT.  TURN LEFT,
 PW0061'NORTH, ON GRAVEL DRIVE FOR 0.08 KM (0.05 MI) TO RAILOAD TRACKS AND END
 PW0061'OF TRUCK TRAVEL. HIKE NORTH ACROSS RAILROAD TRACKS FOR 30 M (98.4 FT)
 PW0061'TO SOUTHEASTERN LEG OF WATER TOWER AND STATION. STATION MARK IS SET IN
 PW0061'THE CONCRETE FOUNDATION OF THE SOUTHEASTERN LEG OF THE WATER TOWER.
 PW0061'IT IS 20 M (65.6 FT) NORTH OF, AND ABOUT LEVEL WITH, THE NORTHERNMOST
 PW0061'TRACK, AND 0.15 M (0.49 FT) SOUTHWEST OF THE SOUTHEASTERN LEG OF THE
 PW0061'WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0391 ***********************************************************************
 MO0391  DESIGNATION -  A 88
 MO0391  PID         -  MO0391
 MO0391  STATE/COUNTY-  WY/ALBANY
 MO0391  USGS QUAD   -  POE MOUNTAIN (1981)
 MO0391
 MO0391                         *CURRENT SURVEY CONTROL
 MO0391  ___________________________________________________________________
 MO0391* NAD 83(1986)-  41 47 04.     (N)    105 19 05.     (W)     SCALED    
 MO0391* NAVD 88     -      1814.130  (meters)    5951.86   (feet)  ADJUSTED  
 MO0391  ___________________________________________________________________
 MO0391  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 MO0391  DYNAMIC HT  -        1812.798 (meters)    5947.49  (feet)  COMP
 MO0391  MODELED GRAV-     979,823.1   (mgal)                       NAVD 88
 MO0391
 MO0391  VERT ORDER  -  SECOND    CLASS 0
 MO0391
 MO0391.The horizontal coordinates were scaled from a topographic map and have
 MO0391.an estimated accuracy of +/- 6 seconds.
 MO0391
 MO0391.The orthometric height was determined by differential leveling
 MO0391.and adjusted by the National Geodetic Survey in June 1991..
 MO0391
 MO0391.The geoid height was determined by GEOID03.
 MO0391
 MO0391.The dynamic height is computed by dividing the NAVD 88
 MO0391.geopotential number by the normal gravity value computed on the
 MO0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0391.degrees latitude (g = 980.6199 gals.).
 MO0391
 MO0391.The modeled gravity was interpolated from observed gravity values.
 MO0391
 MO0391;                    North         East    Units  Estimated Accuracy
 MO0391;SPC WY E     -   142,650.      187,420.      MT  (+/- 180 meters Scaled)
 MO0391
 MO0391                          SUPERSEDED SURVEY CONTROL
 MO0391
 MO0391  NGVD 29 (??/??/92) 1813.28   (m)         5949.1    (f) COMPUTED    2 0
 MO0391
 MO0391.Superseded values are not recommended for survey control.
 MO0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0391.See file dsdata.txt to determine how the superseded data were derived.
 MO0391
 MO0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG735258(NAD 83)
 MO0391_MARKER: DB = BENCH MARK DISK
 MO0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0391_STAMPING: A 88 1934
 MO0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0391+STABILITY: SURFACE MOTION
 MO0391
 MO0391  HISTORY     - Date     Condition        Report By
 MO0391  HISTORY     - 1934     MONUMENTED       CGS
 MO0391  HISTORY     - 1966     MARK NOT FOUND   NGS
 MO0391
 MO0391                          STATION DESCRIPTION
 MO0391
 MO0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0391'1.8 MI S FROM BOSLER.
 MO0391'1.8 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 MO0391'BOSLER, ALBANY COUNTY, THENCE 26.7 MILES NORTHEAST ALONG STATE
 MO0391'HIGHWAY 34, 3.6 MILES SOUTHWEST OF THE PLATTE-ALBANY COUNTY
 MO0391'LINE, ON A HILL, 43.9 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MO0391'HIGHWAY, AND 4.4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 MO0391'STAMPED A 88 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0391
 MO0391                          STATION RECOVERY (1966)
 MO0391
 MO0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MO0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0037 ***********************************************************************
 MO0037  CBN         -  This is a Cooperative Base Network Control Station.
 MO0037  DESIGNATION -  A 89
 MO0037  PID         -  MO0037
 MO0037  STATE/COUNTY-  WY/LARAMIE
 MO0037  USGS QUAD   -  MERIDEN (1990)
 MO0037
 MO0037                         *CURRENT SURVEY CONTROL
 MO0037  ___________________________________________________________________
 MO0037* NAD 83(1993)-  41 32 47.35085(N)    104 19 03.13430(W)     ADJUSTED  
 MO0037* NAVD 88     -      1533.362  (meters)    5030.71   (feet)  ADJUSTED  
 MO0037  ___________________________________________________________________
 MO0037  X           -  -1,182,490.912 (meters)                     COMP
 MO0037  Y           -  -4,633,171.144 (meters)                     COMP
 MO0037  Z           -   4,209,043.166 (meters)                     COMP
 MO0037  LAPLACE CORR-          -7.32  (seconds)                    DEFLEC99
 MO0037  ELLIP HEIGHT-        1516.02  (meters)          (09/07/01) GPS OBS
 MO0037  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 MO0037  DYNAMIC HT  -        1532.233 (meters)    5027.00  (feet)  COMP
 MO0037  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 MO0037
 MO0037  HORZ ORDER  -  B
 MO0037  VERT ORDER  -  SECOND    CLASS 0
 MO0037  ELLP ORDER  -  FOURTH    CLASS I
 MO0037
 MO0037.The horizontal coordinates were established by GPS observations
 MO0037.and adjusted by the National Geodetic Survey in October 1994..
 MO0037
 MO0037.The orthometric height was determined by differential leveling
 MO0037.and adjusted by the National Geodetic Survey in June 1991..
 MO0037.WARNING-Repeat measurements at this control monument indicate possible
 MO0037.vertical movement.
 MO0037
 MO0037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO0037
 MO0037.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0037
 MO0037.The ellipsoidal height was determined by GPS observations
 MO0037.and is referenced to NAD 83.
 MO0037
 MO0037.The geoid height was determined by GEOID03.
 MO0037
 MO0037.The dynamic height is computed by dividing the NAVD 88
 MO0037.geopotential number by the normal gravity value computed on the
 MO0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0037.degrees latitude (g = 980.6199 gals.).
 MO0037
 MO0037.The modeled gravity was interpolated from observed gravity values.
 MO0037
 MO0037;                    North         East     Units Scale Factor Converg.
 MO0037;SPC WY E     -   116,557.791   270,844.214   MT  0.99999924   +0 33 47.5
 MO0037;UTM  13      - 4,599,649.952   556,919.640   MT  0.99963987   +0 27 09.5
 MO0037
 MO0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0037!SPC WY E     -   0.99976227  x   0.99999924  =   0.99976151
 MO0037!UTM  13      -   0.99976227  x   0.99963987  =   0.99940222
 MO0037
 MO0037                          SUPERSEDED SURVEY CONTROL
 MO0037
 MO0037  ELLIP H (10/19/94) 1516.04   (m)                       GP(       ) 4 1
 MO0037  NAVD 88 (10/19/94) 1533.36   (m)         5030.7    (f) LEVELING    3  
 MO0037  NGVD 29 (??/??/92) 1532.541  (m)         5028.01   (f) ADJ UNCH    2 0
 MO0037
 MO0037.Superseded values are not recommended for survey control.
 MO0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0037.See file dsdata.txt to determine how the superseded data were derived.
 MO0037
 MO0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF5692099650(NAD 83)
 MO0037_MARKER: DB = BENCH MARK DISK
 MO0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0037_STAMPING: A 89 1934
 MO0037_MARK LOGO: CGS   
 MO0037_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0037+STABILITY: SURFACE MOTION
 MO0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0037+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1995
 MO0037
 MO0037  HISTORY     - Date     Condition        Report By
 MO0037  HISTORY     - 1934     MONUMENTED       CGS
 MO0037  HISTORY     - 1960     GOOD             NGS
 MO0037  HISTORY     - 19930603 GOOD             NGS
 MO0037  HISTORY     - 19950901 GOOD             NGS
 MO0037
 MO0037                          STATION DESCRIPTION
 MO0037
 MO0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0037'11.8 MI SW FROM LAGRANGE.
 MO0037'IN LARAMIE COUNTY, 4.0 MILES WEST ALONG THE OILED COUNTY ROAD
 MO0037'LEADING TO U.S. HIGHWAY 85 FROM THE POST OFFICE AT LAGRANGE,
 MO0037'THENCE 7.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 85, 0.2 MILE
 MO0037'NORTH OF THE DONAHUE STORE, ON THE TOP OF A HILL, 60 FEET WEST
 MO0037'OF A SIDE ROAD LEADING NORTH, NEAR THE CENTER OF A CURVE, 46.4
 MO0037'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.4 FEET
 MO0037'NORTHEAST OF A SIGNBOARD, AND ABOUT LEVEL WITH THE HIGHWAY.
 MO0037'A STANDARD DISK, STAMPED A 89 1934 AND SET IN THE TOP OF A
 MO0037'CONCRETE POST.
 MO0037
 MO0037                          STATION RECOVERY (1993)
 MO0037
 MO0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MO0037'STATION IS LOCATED ABOUT 17 KM (10.55 MI) SOUTHWEST OF LAGRANGE, 2 KM
 MO0037'(1.25 MI) SOUTH OF THE LARAMIE-GOSHEN COUNTY LINE, ALONG US HIGHWAY
 MO0037'85, 0.5 KM (0.30 MI) NORTHEAST OF THE HIGHWAY BRIDGE OVER HORSE CREEK,
 MO0037'ON THE RIGHT-OF-WAY OF THE OLD HIGHWAY, NEAR A SMALL FENCED CEMETERY,
 MO0037'AT NEW HIGHWAY MILE 54.45, ON THE OUTSIDE OF A CURVE, IN THE NORTHWEST
 MO0037'1/4 OF SECTION 9, T 18 N, R 62 W.  OWNERSHIP--STATE HIGHWAY
 MO0037'DEPARTMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY 85 AND STATE
 MO0037'HIGHWAY 151 (ABOUT 6 KM (3.70 MI) WEST OF LAGRANGE), GO SOUTH ON
 MO0037'HIGHWAY 85 FOR 9.84 KM (6.10 MI) TO THE COUNTY LINE.  CONTINUE AHEAD
 MO0037'FOR 3.24 KM (2.00 MI) TO A DIM ROAD RIGHT WHERE HIGHWAY BEGINS TO
 MO0037'CURVE LEFT AND DOWNGRADE.  TURN RIGHT, NORTHWEST, ON DIM ROAD FOR 30 M
 MO0037'(98.4 FT) TO THE OLD HIGHWAY BED.  TURN LEFT, SOUTHWEST, ON ROADBED
 MO0037'FOR 0.27 KM (0.15 MI) TO THE STATION ON THE RIGHT. STATION MARK IS SET
 MO0037'IN THE TOP OF A PRESET 15-CM SQUARE CONCRETE POST PROJECTING 10 CM IN
 MO0037'LOW GRASS.  IT IS 63.8 M (209.3 FT) WEST OF THE WEST CORNER OF THE
 MO0037'FENCE AROUND THE CEMETERY, 28.4 M (93.2 FT) SOUTHEAST OF THE
 MO0037'RIGHT-OF-WAY FENCE, 32.6 M (107.0 FT) SOUTH OF THE SOUTH CORNER OF A
 MO0037'CATTLE GUARD IN THE FENCE LINE, 5 M (16.4 FT) WEST OF A SHALLOW DITCH
 MO0037'ALONG THE ROADBED, AND 0.4 M (1.3 FT) SOUTHEAST OF A FIBERGLASS
 MO0037'WITNESS POST. DESCRIBED BY G.R.HEID
 MO0037
 MO0037                          STATION RECOVERY (1995)
 MO0037
 MO0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MO0037'STATION IS LOCATED ABOUT 17 KM (10.55 MI) SOUTHWEST OF LAGRANGE, 2 KM
 MO0037'(1.25 MI) SOUTH OF THE LARAMIE-GOSHEN COUNTY LINE, ALONG U.S. HIGHWAY
 MO0037'85, 0.5 KM (0.30 MI) NORTHEAST OF THE HIGHWAY BRIDGE OVER HORSE CREEK,
 MO0037'ON THE RIGHT-OF-WAY OF THE OLD HIGHWAY, NEAR A SMALL FENCED CEMETERY,
 MO0037'AT NEW HIGHWAY MILE 54.45, ON THE OUTSIDE OF A CURVE, IN THE NORTHWEST
 MO0037'1/4 OF SECTION 9, T 18 N, R 62 W. OWNERSHIP--STATE HIGHWAY DEPARTMENT.
 MO0037'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 151
 MO0037'(ABOUT 6 KM (3.70 MI) WEST OF LAGRANGE), GO SOUTH ON HIGHWAY 85 FOR
 MO0037'9.84 KM (6.10 MI) TO THE COUNTY LINE.  CONTINUE AHEAD FOR 3.24 KM
 MO0037'(2.00 MI) TO A DIM ROAD RIGHT WHERE HIGHWAY BEGINS TO CURVE LEFT AND
 MO0037'DOWNGRADE.  TURN RIGHT, NORTHWEST, ON DIM ROAD FOR 30 M (98.4 FT) TO
 MO0037'THE OLD HIGHWAY BED. TURN LEFT, SOUTHWEST, ON ROADBED FOR 0.27 KM
 MO0037'(0.15 MI) TO THE STATION ON THE RIGHT.  STATION MARK IS SET IN THE TOP
 MO0037'OF A PRESET 15-CM SQUARE CONCRETE POST PROJECTING 10 CM IN LOW GRASS.
 MO0037'IT IS 63.8 M (209.3 FT) WEST OF THE WEST CORNER OF THE FENCE AROUND
 MO0037'THE CEMETERY, 28.4 M (93.2 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE,
 MO0037'32.6 M (107.0 FT) SOUTH OF THE SOUTH CORNER OF A CATTLE GUARD IN THE
 MO0037'FENCE LINE, 5 M (16.4 FT) WEST OF A SHALLOW DITCH ALONG THE ROADBED,
 MO0037'AND 0.4 M (1.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0131 ***********************************************************************
 PY0131  DESIGNATION -  A 9
 PY0131  PID         -  PY0131
 PY0131  STATE/COUNTY-  WY/PARK
 PY0131  USGS QUAD   -  MAMMOTH (1986)
 PY0131
 PY0131                         *CURRENT SURVEY CONTROL
 PY0131  ___________________________________________________________________
 PY0131* NAD 83(1986)-  44 56 02.     (N)    110 43 33.     (W)     SCALED    
 PY0131* NAVD 88     -      2211.310  (meters)    7254.94   (feet)  POSTED    
 PY0131  ___________________________________________________________________
 PY0131  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 PY0131  DYNAMIC HT  -        2210.040 (meters)    7250.77  (feet)  COMP
 PY0131  MODELED GRAV-     979,963.7   (mgal)                       NAVD 88
 PY0131
 PY0131  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0131
 PY0131.The horizontal coordinates were scaled from a topographic map and have
 PY0131.an estimated accuracy of +/- 6 seconds.
 PY0131
 PY0131.The orthometric height was determined by differential leveling
 PY0131.and adjusted by the National Geodetic Survey in 1992..
 PY0131.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0131.rate of 0.0 thru 1.0 mm/km.
 PY0131
 PY0131.The geoid height was determined by GEOID03.
 PY0131
 PY0131.The dynamic height is computed by dividing the NAVD 88
 PY0131.geopotential number by the normal gravity value computed on the
 PY0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0131.degrees latitude (g = 980.6199 gals.).
 PY0131
 PY0131.The modeled gravity was interpolated from observed gravity values.
 PY0131
 PY0131;                    North         East    Units  Estimated Accuracy
 PY0131;SPC WYWC     -   494,420.      444,040.      MT  (+/- 180 meters Scaled)
 PY0131
 PY0131                          SUPERSEDED SURVEY CONTROL
 PY0131
 PY0131  NGVD 29 (??/??/92) 2209.913  (m)         7250.36   (f) ADJ UNCH    1 2
 PY0131
 PY0131.Superseded values are not recommended for survey control.
 PY0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0131.See file dsdata.txt to determine how the superseded data were derived.
 PY0131
 PY0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ216756(NAD 83)
 PY0131_MARKER: DB = BENCH MARK DISK
 PY0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0131_STAMPING: A 9
 PY0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0131+STABILITY: SURFACE MOTION
 PY0131
 PY0131  HISTORY     - Date     Condition        Report By
 PY0131  HISTORY     - UNK      MONUMENTED       CGS
 PY0131  HISTORY     - 1960     GOOD             NGS
 PY0131  HISTORY     - 1981     MARK NOT FOUND   USGS
 PY0131  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0131
 PY0131                          STATION DESCRIPTION
 PY0131
 PY0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0131'4.8 MI S FROM MAMMOTH HOT SPRINGS.
 PY0131'ABOUT 4.8 MILES SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0131'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, AT THE RUSTIC
 PY0131'FALLS, 0.1 MILE NORTH OF THE CREST OF KINGMAN PASS, 42 FEET EAST OF
 PY0131'THE CENTER LINE OF THE HIGHWAY, 21 FEET WEST OF THE TOP OF RUSTIC
 PY0131'PASS, 6 INCHES EAST AND ON THE OUTSIDE OF A STONE GUARD RAIL, ABOUT
 PY0131'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 PY0131'14 INCHES.
 PY0131
 PY0131                          STATION RECOVERY (1981)
 PY0131
 PY0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PY0131'MARK NOT FOUND.
 PY0131
 PY0131                          STATION RECOVERY (1983)
 PY0131
 PY0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0254 ***********************************************************************
 MO0254  DESIGNATION -  A 92
 MO0254  PID         -  MO0254
 MO0254  STATE/COUNTY-  WY/LARAMIE
 MO0254  USGS QUAD   -  NIMMO RANCH (1991)
 MO0254
 MO0254                         *CURRENT SURVEY CONTROL
 MO0254  ___________________________________________________________________
 MO0254* NAD 83(1986)-  41 26 44.     (N)    104 54 37.     (W)     SCALED    
 MO0254* NAVD 88     -      1860.784  (meters)    6104.92   (feet)  ADJUSTED  
 MO0254  ___________________________________________________________________
 MO0254  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 MO0254  DYNAMIC HT  -        1859.242 (meters)    6099.86  (feet)  COMP
 MO0254  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 MO0254
 MO0254  VERT ORDER  -  SECOND    CLASS 0
 MO0254
 MO0254.The horizontal coordinates were scaled from a topographic map and have
 MO0254.an estimated accuracy of +/- 6 seconds.
 MO0254
 MO0254.The orthometric height was determined by differential leveling
 MO0254.and adjusted by the National Geodetic Survey in June 1991..
 MO0254
 MO0254.The geoid height was determined by GEOID03.
 MO0254
 MO0254.The dynamic height is computed by dividing the NAVD 88
 MO0254.geopotential number by the normal gravity value computed on the
 MO0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0254.degrees latitude (g = 980.6199 gals.).
 MO0254
 MO0254.The modeled gravity was interpolated from observed gravity values.
 MO0254
 MO0254;                    North         East    Units  Estimated Accuracy
 MO0254;SPC WY E     -   105,030.      221,420.      MT  (+/- 180 meters Scaled)
 MO0254
 MO0254                          SUPERSEDED SURVEY CONTROL
 MO0254
 MO0254  NGVD 29 (??/??/92) 1859.818  (m)         6101.75   (f) ADJ UNCH    2 0
 MO0254
 MO0254.Superseded values are not recommended for survey control.
 MO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0254.See file dsdata.txt to determine how the superseded data were derived.
 MO0254
 MO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF074882(NAD 83)
 MO0254_MARKER: DB = BENCH MARK DISK
 MO0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0254_STAMPING: A 92 1934
 MO0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0254+STABILITY: SURFACE MOTION
 MO0254
 MO0254  HISTORY     - Date     Condition        Report By
 MO0254  HISTORY     - 1934     MONUMENTED       CGS
 MO0254  HISTORY     - 1959     GOOD             NGS
 MO0254  HISTORY     - 1984     GOOD             DMA
 MO0254
 MO0254                          STATION DESCRIPTION
 MO0254
 MO0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0254'23.4 MI NNW FROM CHEYENNE.
 MO0254'0.4 MILE WEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0254'CHEYENNE, THENCE WEST ON PERSHING BLVD. FOR 0.8 MILE, THENCE
 MO0254'NORTH ON INTERSTATE HIGHWAY 25 FOR 16.2 MILES, THENCE NORTHWEST
 MO0254'ON OLD U.S. HIGHWAY 87 FOR 5.0 MILES.  56 PACES SOUTH ALONG
 MO0254'THE HIGHWAY FROM A CATTLE GUARD AND ROAD LEADING WEST TO NIMMO
 MO0254'CATTLE CO., 63 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2
 MO0254'FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.
 MO0254'SET IN A PRECAST POST PROJECTING 3 INCHES.
 MO0254
 MO0254                          STATION RECOVERY (1984)
 MO0254
 MO0254'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0078 ***********************************************************************
 NQ0078  DESIGNATION -  A 95
 NQ0078  PID         -  NQ0078
 NQ0078  STATE/COUNTY-  WY/GOSHEN
 NQ0078  USGS QUAD   -  LINGLE (1990)
 NQ0078
 NQ0078                         *CURRENT SURVEY CONTROL
 NQ0078  ___________________________________________________________________
 NQ0078* NAD 83(1986)-  42 09 01.     (N)    104 19 23.     (W)     SCALED    
 NQ0078* NAVD 88     -      1281.573  (meters)    4204.63   (feet)  ADJUSTED  
 NQ0078  ___________________________________________________________________
 NQ0078  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 NQ0078  DYNAMIC HT  -        1280.757 (meters)    4201.95  (feet)  COMP
 NQ0078  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 NQ0078
 NQ0078  VERT ORDER  -  SECOND    CLASS 0
 NQ0078
 NQ0078.The horizontal coordinates were scaled from a topographic map and have
 NQ0078.an estimated accuracy of +/- 6 seconds.
 NQ0078
 NQ0078.The orthometric height was determined by differential leveling
 NQ0078.and adjusted by the National Geodetic Survey in June 1991..
 NQ0078
 NQ0078.The geoid height was determined by GEOID03.
 NQ0078
 NQ0078.The dynamic height is computed by dividing the NAVD 88
 NQ0078.geopotential number by the normal gravity value computed on the
 NQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0078.degrees latitude (g = 980.6199 gals.).
 NQ0078
 NQ0078.The modeled gravity was interpolated from observed gravity values.
 NQ0078
 NQ0078;                    North         East    Units  Estimated Accuracy
 NQ0078;SPC WY E     -   183,610.      269,730.      MT  (+/- 180 meters Scaled)
 NQ0078
 NQ0078                          SUPERSEDED SURVEY CONTROL
 NQ0078
 NQ0078  NGVD 29 (??/??/92) 1280.804  (m)         4202.10   (f) ADJ UNCH    2 0
 NQ0078
 NQ0078.Superseded values are not recommended for survey control.
 NQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0078.See file dsdata.txt to determine how the superseded data were derived.
 NQ0078
 NQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG559666(NAD 83)
 NQ0078_MARKER: DB = BENCH MARK DISK
 NQ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0078_STAMPING: A 95 1934
 NQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0078+STABILITY: SURFACE MOTION
 NQ0078
 NQ0078  HISTORY     - Date     Condition        Report By
 NQ0078  HISTORY     - 1934     MONUMENTED       CGS
 NQ0078  HISTORY     - 1951     GOOD             NGS
 NQ0078
 NQ0078                          STATION DESCRIPTION
 NQ0078
 NQ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NQ0078'1.8 MI N FROM LINGLE.
 NQ0078'1.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 NQ0078'LINGLE, GOSHEN COUNTY, NEAR THE EAST ENTRANCE TO THE VALLEY VIEW
 NQ0078'FARM, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 13.0 FEET
 NQ0078'NORTH OF THE CENTERLINE OF THE ROAD LEADING TO THE FARM, 3.5
 NQ0078'FEET NORTHEAST OF THE NORTH END OF THE GATE, AND 2.0 FEET EAST
 NQ0078'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 95 1934
 NQ0078'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 3 FEET
 NQ0078'EAST AND 2 FEET NORTH OF THE NORTHEAST CORNER OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0045 ***********************************************************************
 MO0045  DESIGNATION -  A 96
 MO0045  PID         -  MO0045
 MO0045  STATE/COUNTY-  WY/LARAMIE
 MO0045  USGS QUAD   -  BURNS (1991)
 MO0045
 MO0045                         *CURRENT SURVEY CONTROL
 MO0045  ___________________________________________________________________
 MO0045* NAD 83(1986)-  41 10 10.     (N)    104 15 26.     (W)     SCALED    
 MO0045* NAVD 88     -      1612.378  (meters)    5289.94   (feet)  ADJUSTED  
 MO0045  ___________________________________________________________________
 MO0045  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 MO0045  DYNAMIC HT  -        1611.073 (meters)    5285.66  (feet)  COMP
 MO0045  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 MO0045
 MO0045  VERT ORDER  -  SECOND    CLASS 0
 MO0045
 MO0045.The horizontal coordinates were scaled from a topographic map and have
 MO0045.an estimated accuracy of +/- 6 seconds.
 MO0045
 MO0045.The orthometric height was determined by differential leveling
 MO0045.and adjusted by the National Geodetic Survey in June 1991..
 MO0045
 MO0045.The geoid height was determined by GEOID03.
 MO0045
 MO0045.The dynamic height is computed by dividing the NAVD 88
 MO0045.geopotential number by the normal gravity value computed on the
 MO0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0045.degrees latitude (g = 980.6199 gals.).
 MO0045
 MO0045.The modeled gravity was interpolated from observed gravity values.
 MO0045
 MO0045;                    North         East    Units  Estimated Accuracy
 MO0045;SPC WY E     -    74,740.      276,320.      MT  (+/- 180 meters Scaled)
 MO0045
 MO0045                          SUPERSEDED SURVEY CONTROL
 MO0045
 MO0045  NGVD 29 (??/??/92) 1611.498  (m)         5287.06   (f) ADJ UNCH    2 0
 MO0045
 MO0045.Superseded values are not recommended for survey control.
 MO0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0045.See file dsdata.txt to determine how the superseded data were derived.
 MO0045
 MO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF623578(NAD 83)
 MO0045_MARKER: DB = BENCH MARK DISK
 MO0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0045_STAMPING: A 96 1934
 MO0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0045+STABILITY: SURFACE MOTION
 MO0045
 MO0045  HISTORY     - Date     Condition        Report By
 MO0045  HISTORY     - 1934     MONUMENTED       CGS
 MO0045  HISTORY     - 1938     GOOD             NGS
 MO0045  HISTORY     - 1985     GOOD             DMA
 MO0045
 MO0045                          STATION DESCRIPTION
 MO0045
 MO0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MO0045'AT EGBERT.
 MO0045'AT EGBERT, LARAMIE COUNTY, 500 FEET NORTHWEST OF THE UNION
 MO0045'PACIFIC RAILROAD STATION, 178.6 FEET NORTHWEST OF THE TRACK,
 MO0045'AT THE RAILROAD WATER TANK, IN THE SOUTHEAST CORNER OF THE
 MO0045'SOUTHEAST FOOTING OF THE INNER SET OF LEGS, 6.9 FEET SOUTHEAST
 MO0045'OF THE CENTER OF THE TANK, 0.6 FOOT NORTH OF THE SOUTH FACE
 MO0045'AND 0.6 FOOT WEST OF THE EAST FACE OF THE FOOTING, AND 3.2 FEET
 MO0045'ABOVE GROUND.  A STANDARD DISK, STAMPED A 96 1934.
 MO0045
 MO0045                          STATION RECOVERY (1985)
 MO0045
 MO0045'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0045'TO REACH ADEQUATE, WITH THE FOLLOWING CHANGE: RAILROAD WATER TANK IS
 MO0045'NO LONGER IN PLACE. FOOTINGS ARE APPROXIMATELY ZOO METERS
 MO0045'WEST-NORTHWEST OF RAILROAD CROSSING AT EGBERT ,WY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0008 ***********************************************************************
 MO0008  DESIGNATION -  A 97
 MO0008  PID         -  MO0008
 MO0008  STATE/COUNTY-  WY/GOSHEN
 MO0008  USGS QUAD   -  LA GRANGE (1990)
 MO0008
 MO0008                         *CURRENT SURVEY CONTROL
 MO0008  ___________________________________________________________________
 MO0008* NAD 83(1986)-  41 38 26.     (N)    104 09 50.     (W)     SCALED    
 MO0008* NAVD 88     -      1398.806  (meters)    4589.25   (feet)  ADJUSTED  
 MO0008  ___________________________________________________________________
 MO0008  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 MO0008  DYNAMIC HT  -        1397.817 (meters)    4586.00  (feet)  COMP
 MO0008  MODELED GRAV-     979,867.1   (mgal)                       NAVD 88
 MO0008
 MO0008  VERT ORDER  -  SECOND    CLASS 0
 MO0008
 MO0008.The horizontal coordinates were scaled from a topographic map and have
 MO0008.an estimated accuracy of +/- 6 seconds.
 MO0008
 MO0008.The orthometric height was determined by differential leveling
 MO0008.and adjusted by the National Geodetic Survey in June 1991..
 MO0008
 MO0008.The geoid height was determined by GEOID03.
 MO0008
 MO0008.The dynamic height is computed by dividing the NAVD 88
 MO0008.geopotential number by the normal gravity value computed on the
 MO0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0008.degrees latitude (g = 980.6199 gals.).
 MO0008
 MO0008.The modeled gravity was interpolated from observed gravity values.
 MO0008
 MO0008;                    North         East    Units  Estimated Accuracy
 MO0008;SPC WY E     -   127,140.      283,540.      MT  (+/- 180 meters Scaled)
 MO0008
 MO0008                          SUPERSEDED SURVEY CONTROL
 MO0008
 MO0008  NGVD 29 (??/??/92) 1398.008  (m)         4586.63   (f) ADJ UNCH    2 0
 MO0008
 MO0008.Superseded values are not recommended for survey control.
 MO0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0008.See file dsdata.txt to determine how the superseded data were derived.
 MO0008
 MO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG696102(NAD 83)
 MO0008_MARKER: DB = BENCH MARK DISK
 MO0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0008_STAMPING: A 97 1934
 MO0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0008+STABILITY: SURFACE MOTION
 MO0008
 MO0008  HISTORY     - Date     Condition        Report By
 MO0008  HISTORY     - 1934     MONUMENTED       CGS
 MO0008  HISTORY     - 1941     GOOD             NGS
 MO0008
 MO0008                          STATION DESCRIPTION
 MO0008
 MO0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0008'AT LAGRANGE.
 MO0008'AT LAGRANGE, GOSHEN COUNTY, 200 FEET SOUTHEAST OF THE SOUTH END
 MO0008'OF THE UNION PACIFIC RAILROAD STATION, IN THE SOUTHEAST CORNER OF
 MO0008'A PARK, 17 FEET SOUTHWEST OF THE WEST RAIL, 23.4 FEET NORTHWEST
 MO0008'OF A SWITCH STAND, AND 1.6 FEET SOUTHWEST AND 1.6 FEET NORTHWEST
 MO0008'OF A FENCE CORNER.  A STANDARD DISK, STAMPED A 97 1934 AND SET
 MO0008'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0322 ***********************************************************************
 MO0322  DESIGNATION -  A 99
 MO0322  PID         -  MO0322
 MO0322  STATE/COUNTY-  WY/PLATTE
 MO0322  USGS QUAD   -  CHUGWATER (1990)
 MO0322
 MO0322                         *CURRENT SURVEY CONTROL
 MO0322  ___________________________________________________________________
 MO0322* NAD 83(1986)-  41 45 24.     (N)    104 49 09.     (W)     SCALED    
 MO0322* NAVD 88     -      1611.998  (meters)    5288.70   (feet)  ADJUSTED  
 MO0322  ___________________________________________________________________
 MO0322  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 MO0322  DYNAMIC HT  -        1610.808 (meters)    5284.79  (feet)  COMP
 MO0322  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 MO0322
 MO0322  VERT ORDER  -  FIRST     CLASS II
 MO0322
 MO0322.The horizontal coordinates were scaled from a topographic map and have
 MO0322.an estimated accuracy of +/- 6 seconds.
 MO0322
 MO0322.The orthometric height was determined by differential leveling
 MO0322.and adjusted by the National Geodetic Survey in June 1991..
 MO0322
 MO0322.The geoid height was determined by GEOID03.
 MO0322
 MO0322.The dynamic height is computed by dividing the NAVD 88
 MO0322.geopotential number by the normal gravity value computed on the
 MO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0322.degrees latitude (g = 980.6199 gals.).
 MO0322
 MO0322.The modeled gravity was interpolated from observed gravity values.
 MO0322
 MO0322;                    North         East    Units  Estimated Accuracy
 MO0322;SPC WY E     -   139,610.      228,900.      MT  (+/- 180 meters Scaled)
 MO0322
 MO0322                          SUPERSEDED SURVEY CONTROL
 MO0322
 MO0322  NGVD 29 (??/??/92) 1611.102  (m)         5285.76   (f) ADJ UNCH    1 2
 MO0322
 MO0322.Superseded values are not recommended for survey control.
 MO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0322.See file dsdata.txt to determine how the superseded data were derived.
 MO0322
 MO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG150227(NAD 83)
 MO0322_MARKER: DB = BENCH MARK DISK
 MO0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0322_STAMPING: A 99 1934
 MO0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0322+STABILITY: SURFACE MOTION
 MO0322
 MO0322  HISTORY     - Date     Condition        Report By
 MO0322  HISTORY     - 1934     MONUMENTED       CGS
 MO0322  HISTORY     - 1954     GOOD             NGS
 MO0322
 MO0322                          STATION DESCRIPTION
 MO0322
 MO0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0322'AT CHUGWATER.
 MO0322'AT CHUGWATER, 70 YARDS EAST OF THE EAST CORNER OF THE COLORADO
 MO0322'AND SOUTHERN RAILROAD STATION, 75.8 FEET SOUTH OF THE SOUTHWEST
 MO0322'END OF THE CONCRETE WALL OF A COAL CHUTE, 11.5 FEET NORTH OF
 MO0322'THE NORTH LEG OF A WATER TANK, 2 FEET SOUTHWEST OF A WITNESS POST,
 MO0322'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MO0322'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0244 ***********************************************************************
 MO0244  DESIGNATION -  A CRA 1
 MO0244  PID         -  MO0244
 MO0244  STATE/COUNTY-  WY/LARAMIE
 MO0244  USGS QUAD   -  
 MO0244
 MO0244                         *CURRENT SURVEY CONTROL
 MO0244  ___________________________________________________________________
 MO0244* NAD 83(1993)-  41 22 00.75198(N)    104 58 33.23079(W)     ADJUSTED  
 MO0244* NAVD 88     -      2017.054  (meters)    6617.62   (feet)  ADJUSTED  
 MO0244  ___________________________________________________________________
 MO0244  LAPLACE CORR-         -13.08  (seconds)                    DEFLEC99
 MO0244  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MO0244  DYNAMIC HT  -        2015.310 (meters)    6611.90  (feet)  COMP
 MO0244  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 MO0244
 MO0244  HORZ ORDER  -  SECOND
 MO0244  VERT ORDER  -  SECOND    CLASS 0
 MO0244
 MO0244.The horizontal coordinates were established by classical geodetic methods
 MO0244.and adjusted by the National Geodetic Survey in January 1997..
 MO0244
 MO0244.The orthometric height was determined by differential leveling
 MO0244.and adjusted by the National Geodetic Survey in June 1991..
 MO0244
 MO0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0244
 MO0244.The geoid height was determined by GEOID03.
 MO0244
 MO0244.The dynamic height is computed by dividing the NAVD 88
 MO0244.geopotential number by the normal gravity value computed on the
 MO0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0244.degrees latitude (g = 980.6199 gals.).
 MO0244
 MO0244.The modeled gravity was interpolated from observed gravity values.
 MO0244
 MO0244;                    North         East     Units Scale Factor Converg.
 MO0244;SPC WY E     -    96,280.348   215,960.082   MT  0.99994063   +0 07 33.9
 MO0244;UTM  13      - 4,579,485.309   502,015.780   MT  0.99960005   +0 00 57.3
 MO0244
 MO0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0244!SPC WY E     -   0.99968605  x   0.99994063  =   0.99962670
 MO0244!UTM  13      -   0.99968605  x   0.99960005  =   0.99928622
 MO0244
 MO0244|---------------------------------------------------------------------|
 MO0244| PID    Reference Object                     Distance      Geod. Az  |
 MO0244|                                                           dddmmss.s |
 MO0244| MO0245 A CRA 2                              40.435 METERS 09508     |
 MO0244| MO0243 A CTR 1                              20.526 METERS 26642     |
 MO0244| MO0242 A WSP 1                             377.893 METERS 34132     |
 MO0244| MO0239 A WRA 1                             APPROX. 0.6 KM 3455903.2 |
 MO0244|---------------------------------------------------------------------|
 MO0244
 MO0244                          SUPERSEDED SURVEY CONTROL
 MO0244
 MO0244  NAD 83(1986)-  41 22 00.73514(N)    104 58 33.22869(W) AD(       ) 2
 MO0244  NGVD 29 (??/??/92) 2016.037  (m)         6614.28   (f) ADJ UNCH    2 0
 MO0244
 MO0244.Superseded values are not recommended for survey control.
 MO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0244.See file dsdata.txt to determine how the superseded data were derived.
 MO0244
 MO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0201679485(NAD 83)
 MO0244_MARKER: DD = SURVEY DISK
 MO0244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0244_SP_SET: PEDESTAL
 MO0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0244
 MO0244  HISTORY     - Date     Condition        Report By
 MO0244  HISTORY     - 1959     MONUMENTED       CGS
 MO0244  HISTORY     - 1959     GOOD             NGS
 MO0244
 MO0244                          STATION DESCRIPTION
 MO0244
 MO0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0244'20 MI NW FROM CHEYENNE.
 MO0244'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E.
 MO0244'WARREN AIR FORCE BASE MISSILE SITE A, IN THE CENTER OF THE
 MO0244'TOP OF A TRIANGULAR SHAPED PEDESTAL PROJECTING 10.7 FEET
 MO0244'ABOVE THE MAIN FLOOR NEAR THE NORTHWEST CORNER INSIDE THE
 MO0244'GUIDANCE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0245 ***********************************************************************
 MO0245  DESIGNATION -  A CRA 2
 MO0245  PID         -  MO0245
 MO0245  STATE/COUNTY-  WY/LARAMIE
 MO0245  USGS QUAD   -  
 MO0245
 MO0245                         *CURRENT SURVEY CONTROL
 MO0245  ___________________________________________________________________
 MO0245* NAD 83(1993)-  41 22 00.63471(N)    104 58 31.49795(W)     ADJUSTED  
 MO0245* NAVD 88     -      2017.050  (meters)    6617.60   (feet)  ADJUSTED  
 MO0245  ___________________________________________________________________
 MO0245  LAPLACE CORR-         -13.08  (seconds)                    DEFLEC99
 MO0245  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MO0245  DYNAMIC HT  -        2015.306 (meters)    6611.88  (feet)  COMP
 MO0245  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 MO0245
 MO0245  HORZ ORDER  -  SECOND
 MO0245  VERT ORDER  -  SECOND    CLASS 0
 MO0245
 MO0245.The horizontal coordinates were established by classical geodetic methods
 MO0245.and adjusted by the National Geodetic Survey in January 1997..
 MO0245
 MO0245.The orthometric height was determined by differential leveling
 MO0245.and adjusted by the National Geodetic Survey in June 1991..
 MO0245
 MO0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0245
 MO0245.The geoid height was determined by GEOID03.
 MO0245
 MO0245.The dynamic height is computed by dividing the NAVD 88
 MO0245.geopotential number by the normal gravity value computed on the
 MO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0245.degrees latitude (g = 980.6199 gals.).
 MO0245
 MO0245.The modeled gravity was interpolated from observed gravity values.
 MO0245
 MO0245;                    North         East     Units Scale Factor Converg.
 MO0245;SPC WY E     -    96,276.819   216,000.360   MT  0.99994065   +0 07 35.0
 MO0245;UTM  13      - 4,579,481.704   502,056.038   MT  0.99960005   +0 00 58.5
 MO0245
 MO0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0245!SPC WY E     -   0.99968605  x   0.99994065  =   0.99962672
 MO0245!UTM  13      -   0.99968605  x   0.99960005  =   0.99928622
 MO0245
 MO0245|---------------------------------------------------------------------|
 MO0245| PID    Reference Object                     Distance      Geod. Az  |
 MO0245|                                                           dddmmss.s |
 MO0245| MO0247 A ESP 2                             381.777 METERS 06914     |
 MO0245| MO0246 A CTR 2                              19.326 METERS 10408     |
 MO0245| MO0244 A CRA 1                              40.435 METERS 27508     |
 MO0245| MO0240 A WRA 2                             APPROX. 0.6 KM 3453523.6 |
 MO0245|---------------------------------------------------------------------|
 MO0245
 MO0245                          SUPERSEDED SURVEY CONTROL
 MO0245
 MO0245  NAD 83(1986)-  41 22 00.61785(N)    104 58 31.49586(W) AD(       ) 2
 MO0245  NGVD 29 (??/??/92) 2016.033  (m)         6614.27   (f) ADJ UNCH    2 0
 MO0245
 MO0245.Superseded values are not recommended for survey control.
 MO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0245.See file dsdata.txt to determine how the superseded data were derived.
 MO0245
 MO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0205679482(NAD 83)
 MO0245_MARKER: DD = SURVEY DISK
 MO0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0245_SP_SET: PEDESTAL
 MO0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0245
 MO0245  HISTORY     - Date     Condition        Report By
 MO0245  HISTORY     - 1959     MONUMENTED       CGS
 MO0245  HISTORY     - 1959     GOOD             NGS
 MO0245
 MO0245                          STATION DESCRIPTION
 MO0245
 MO0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0245'20 MI NW FROM CHEYENNE.
 MO0245'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E.
 MO0245'WARREN AIR FORCE BASE MISSILE SITE A, IN THE CENTER OF THE
 MO0245'TOP OF A TRIANGULAR SHAPED PEDESTAL PROJECTING 10.7 FEET ABOVE
 MO0245'THE MAIN FLOOR NEAR THE NORTHWEST CORNER INSIDE THE GUIDANCE
 MO0245'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0243 ***********************************************************************
 MO0243  DESIGNATION -  A CTR 1
 MO0243  PID         -  MO0243
 MO0243  STATE/COUNTY-  WY/LARAMIE
 MO0243  USGS QUAD   -  
 MO0243
 MO0243                         *CURRENT SURVEY CONTROL
 MO0243  ___________________________________________________________________
 MO0243* NAD 83(1993)-  41 22 00.71375(N)    104 58 34.11253(W)     ADJUSTED  
 MO0243* NAVD 88     -      2009.816  (meters)    6593.87   (feet)  ADJUSTED  
 MO0243  ___________________________________________________________________
 MO0243  LAPLACE CORR-         -13.08  (seconds)                    DEFLEC99
 MO0243  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MO0243  DYNAMIC HT  -        2008.077 (meters)    6588.17  (feet)  COMP
 MO0243  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 MO0243
 MO0243  HORZ ORDER  -  SECOND
 MO0243  VERT ORDER  -  SECOND    CLASS 0
 MO0243
 MO0243.The horizontal coordinates were established by classical geodetic methods
 MO0243.and adjusted by the National Geodetic Survey in January 1997..
 MO0243
 MO0243.The orthometric height was determined by differential leveling
 MO0243.and adjusted by the National Geodetic Survey in June 1991..
 MO0243
 MO0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0243
 MO0243.The geoid height was determined by GEOID03.
 MO0243
 MO0243.The dynamic height is computed by dividing the NAVD 88
 MO0243.geopotential number by the normal gravity value computed on the
 MO0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0243.degrees latitude (g = 980.6199 gals.).
 MO0243
 MO0243.The modeled gravity was interpolated from observed gravity values.
 MO0243
 MO0243;                    North         East     Units Scale Factor Converg.
 MO0243;SPC WY E     -    96,279.123   215,939.594   MT  0.99994063   +0 07 33.3
 MO0243;UTM  13      - 4,579,484.125   501,995.297   MT  0.99960005   +0 00 56.8
 MO0243
 MO0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0243!SPC WY E     -   0.99968718  x   0.99994063  =   0.99962783
 MO0243!UTM  13      -   0.99968718  x   0.99960005  =   0.99928736
 MO0243
 MO0243|---------------------------------------------------------------------|
 MO0243| PID    Reference Object                     Distance      Geod. Az  |
 MO0243|                                                           dddmmss.s |
 MO0243| MO0244 A CRA 1                              20.526 METERS 08642     |
 MO0243| MO0241 A WBT 1                             364.479 METERS 34237     |
 MO0243| MO0242 A WSP 1                             373.044 METERS 34434     |
 MO0243|---------------------------------------------------------------------|
 MO0243
 MO0243                          SUPERSEDED SURVEY CONTROL
 MO0243
 MO0243  NAD 83(1986)-  41 22 00.69691(N)    104 58 34.11030(W) AD(       ) 2
 MO0243  NGVD 29 (??/??/92) 2008.798  (m)         6590.53   (f) ADJ UNCH    2 0
 MO0243
 MO0243.Superseded values are not recommended for survey control.
 MO0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0243.See file dsdata.txt to determine how the superseded data were derived.
 MO0243
 MO0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0199579484(NAD 83)
 MO0243_MARKER: B = BOLT
 MO0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0243_SP_SET: FLOOR
 MO0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0243
 MO0243  HISTORY     - Date     Condition        Report By
 MO0243  HISTORY     - 1959     MONUMENTED       CGS
 MO0243  HISTORY     - 1935     GOOD             NGS
 MO0243
 MO0243                          STATION DESCRIPTION
 MO0243
 MO0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MO0243'20 MI NW FROM CHEYENNE.
 MO0243'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E.
 MO0243'WARREN AIR FORCE BASE MISSILE SITE A, AT THE WEST END OF THE
 MO0243'GUIDANCE BUILDING AND ON THE FLOOR UNDER THE CENTER OF THE
 MO0243'PEDESTAL SUPPORTING THE WEST CENTRAL TRACKING RADAR.  A BRONZE
 MO0243'PLUG WITH CENTER PUNCH MARK IN CENTER OF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0246 ***********************************************************************
 MO0246  DESIGNATION -  A CTR 2
 MO0246  PID         -  MO0246
 MO0246  STATE/COUNTY-  WY/LARAMIE
 MO0246  USGS QUAD   -  
 MO0246
 MO0246                         *CURRENT SURVEY CONTROL
 MO0246  ___________________________________________________________________
 MO0246* NAD 83(1993)-  41 22 00.48166(N)    104 58 30.69160(W)     ADJUSTED  
 MO0246* NAVD 88     -      2009.811  (meters)    6593.85   (feet)  ADJUSTED  
 MO0246  ___________________________________________________________________
 MO0246  LAPLACE CORR-         -13.08  (seconds)                    DEFLEC99
 MO0246  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MO0246  DYNAMIC HT  -        2008.073 (meters)    6588.15  (feet)  COMP
 MO0246  MODELED GRAV-     979,686.5   (mgal)                       NAVD 88
 MO0246
 MO0246  HORZ ORDER  -  SECOND
 MO0246  VERT ORDER  -  SECOND    CLASS 0
 MO0246
 MO0246.The horizontal coordinates were established by classical geodetic methods
 MO0246.and adjusted by the National Geodetic Survey in January 1997..
 MO0246
 MO0246.The orthometric height was determined by differential leveling
 MO0246.and adjusted by the National Geodetic Survey in June 1991..
 MO0246
 MO0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0246
 MO0246.The geoid height was determined by GEOID03.
 MO0246
 MO0246.The dynamic height is computed by dividing the NAVD 88
 MO0246.geopotential number by the normal gravity value computed on the
 MO0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0246.degrees latitude (g = 980.6199 gals.).
 MO0246
 MO0246.The modeled gravity was interpolated from observed gravity values.
 MO0246
 MO0246;                    North         East     Units Scale Factor Converg.
 MO0246;SPC WY E     -    96,272.139   216,019.110   MT  0.99994066   +0 07 35.5
 MO0246;UTM  13      - 4,579,476.990   502,074.772   MT  0.99960005   +0 00 59.0
 MO0246
 MO0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0246!SPC WY E     -   0.99968718  x   0.99994066  =   0.99962786
 MO0246!UTM  13      -   0.99968718  x   0.99960005  =   0.99928736
 MO0246
 MO0246|---------------------------------------------------------------------|
 MO0246| PID    Reference Object                     Distance      Geod. Az  |
 MO0246|                                                           dddmmss.s |
 MO0246| MO0247 A ESP 2                             366.094 METERS 06731     |
 MO0246| MO0248 A EBT 2                             364.507 METERS 06837     |
 MO0246| MO0245 A CRA 2                              19.326 METERS 28408     |
 MO0246|---------------------------------------------------------------------|
 MO0246
 MO0246                          SUPERSEDED SURVEY CONTROL
 MO0246
 MO0246  NAD 83(1986)-  41 22 00.46480(N)    104 58 30.68942(W) AD(       ) 2
 MO0246  NGVD 29 (??/??/92) 2008.793  (m)         6590.52   (f) ADJ UNCH    2 0
 MO0246
 MO0246.Superseded values are not recommended for survey control.
 MO0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0246.See file dsdata.txt to determine how the superseded data were derived.
 MO0246
 MO0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0207579477(NAD 83)
 MO0246_MARKER: B = BOLT
 MO0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0246_SP_SET: FLOOR
 MO0246_STAMPING: CE
 MO0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0246
 MO0246  HISTORY     - Date     Condition        Report By
 MO0246  HISTORY     - 1959     MONUMENTED       CGS
 MO0246  HISTORY     - 1959     GOOD             NGS
 MO0246
 MO0246                          STATION DESCRIPTION
 MO0246
 MO0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0246'20 MI NW FROM CHEYENNE.
 MO0246'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E.
 MO0246'WARREN AIR FORCE BASE MISSILE SITE A, AT THE EAST END OF THE
 MO0246'GUIDANCE BUILDING AND ON THE FLOOR UNDER THE CENTER OF THE
 MO0246'PEDESTAL SUPPORTING THE EAST CENTRAL TRACKING RADAR.  A BRONZE
 MO0246'PLUG WITH CENTER PUNCH MARK IN CENTER OF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0248 ***********************************************************************
 MO0248  DESIGNATION -  A EBT 2
 MO0248  PID         -  MO0248
 MO0248  STATE/COUNTY-  WY/LARAMIE
 MO0248  USGS QUAD   -  
 MO0248
 MO0248                         *CURRENT SURVEY CONTROL
 MO0248  ___________________________________________________________________
 MO0248* NAD 83(1993)-  41 22 04.78779(N)    104 58 16.08628(W)     ADJUSTED  
 MO0248* NAVD 88     -      2004.805  (meters)    6577.43   (feet)  ADJUSTED  
 MO0248  ___________________________________________________________________
 MO0248  LAPLACE CORR-         -13.09  (seconds)                    DEFLEC99
 MO0248  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 MO0248  DYNAMIC HT  -        2003.072 (meters)    6571.75  (feet)  COMP
 MO0248  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 MO0248
 MO0248  HORZ ORDER  -  SECOND
 MO0248  VERT ORDER  -  SECOND    CLASS 0
 MO0248
 MO0248.The horizontal coordinates were established by classical geodetic methods
 MO0248.and adjusted by the National Geodetic Survey in January 1997..
 MO0248
 MO0248.The orthometric height was determined by differential leveling
 MO0248.and adjusted by the National Geodetic Survey in June 1991..
 MO0248
 MO0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0248
 MO0248.The geoid height was determined by GEOID03.
 MO0248
 MO0248.The dynamic height is computed by dividing the NAVD 88
 MO0248.geopotential number by the normal gravity value computed on the
 MO0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0248.degrees latitude (g = 980.6199 gals.).
 MO0248
 MO0248.The modeled gravity was interpolated from observed gravity values.
 MO0248
 MO0248;                    North         East     Units Scale Factor Converg.
 MO0248;SPC WY E     -    96,405.734   216,358.229   MT  0.99994079   +0 07 45.2
 MO0248;UTM  13      - 4,579,609.887   502,414.032   MT  0.99960007   +0 01 08.7
 MO0248
 MO0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0248!SPC WY E     -   0.99968797  x   0.99994079  =   0.99962878
 MO0248!UTM  13      -   0.99968797  x   0.99960007  =   0.99928817
 MO0248
 MO0248|---------------------------------------------------------------------|
 MO0248| PID    Reference Object                     Distance      Geod. Az  |
 MO0248|                                                           dddmmss.s |
 MO0248| MO1128 A ERA 2 FEEDHORN                      1.446 METERS 01327     |
 MO0248| MO0246 A CTR 2                             364.507 METERS 24838     |
 MO0248| MO0247 A ESP 2                               7.276 METERS 35040     |
 MO0248| MO1130 A CRA 2 FEEDHORN                      1.237 METERS 35154     |
 MO0248|---------------------------------------------------------------------|
 MO0248
 MO0248                          SUPERSEDED SURVEY CONTROL
 MO0248
 MO0248  NAD 83(1986)-  41 22 04.77092(N)    104 58 16.08417(W) AD(       ) 2
 MO0248  NGVD 29 (??/??/92) 2003.788  (m)         6574.09   (f) ADJ UNCH    2 0
 MO0248
 MO0248.Superseded values are not recommended for survey control.
 MO0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0248.See file dsdata.txt to determine how the superseded data were derived.
 MO0248
 MO0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0241479610(NAD 83)
 MO0248_MARKER: DD = SURVEY DISK
 MO0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0248_SP_SET: CONCRETE FOUNDATION
 MO0248_STAMPING: A-EBT-2
 MO0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0248
 MO0248  HISTORY     - Date     Condition        Report By
 MO0248  HISTORY     - 1959     MONUMENTED       CGS
 MO0248  HISTORY     - 1959     GOOD             NGS
 MO0248
 MO0248                          STATION DESCRIPTION
 MO0248
 MO0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0248'20 MI NW FROM CHEYENNE.
 MO0248'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E.
 MO0248'WARREN AIR FORCE BASE MISSILE SITE A, ABOUT 0.25 MILE
 MO0248'EAST NORTHEAST OF THE GUIDANCE BUILDING.  SET IN A DRILL HOLE
 MO0248'IN THE CONCRETE FOUNDATION OF THE EAST BORESIGHT TOWER, 2 FEET
 MO0248'EAST OF THE WEST EDGE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0249 ***********************************************************************
 MO0249  DESIGNATION -  A ERA 1
 MO0249  PID         -  MO0249
 MO0249  STATE/COUNTY-  WY/LARAMIE
 MO0249  USGS QUAD   -  
 MO0249
 MO0249                         *CURRENT SURVEY CONTROL
 MO0249  ___________________________________________________________________
 MO0249* NAD 83(1993)-  41 22 04.89134(N)    104 58 09.38890(W)     ADJUSTED  
 MO0249* NAVD 88     -      2003.694  (meters)    6573.79   (feet)  ADJUSTED  
 MO0249  ___________________________________________________________________
 MO0249  LAPLACE CORR-         -13.08  (seconds)                    DEFLEC99
 MO0249  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 MO0249  DYNAMIC HT  -        2001.963 (meters)    6568.11  (feet)  COMP
 MO0249  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 MO0249
 MO0249  HORZ ORDER  -  SECOND
 MO0249  VERT ORDER  -  SECOND    CLASS 0
 MO0249
 MO0249.The horizontal coordinates were established by classical geodetic methods
 MO0249.and adjusted by the National Geodetic Survey in January 1997..
 MO0249
 MO0249.The orthometric height was determined by differential leveling
 MO0249.and adjusted by the National Geodetic Survey in June 1991..
 MO0249
 MO0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0249
 MO0249.The geoid height was determined by GEOID03.
 MO0249
 MO0249.The dynamic height is computed by dividing the NAVD 88
 MO0249.geopotential number by the normal gravity value computed on the
 MO0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0249.degrees latitude (g = 980.6199 gals.).
 MO0249
 MO0249.The modeled gravity was interpolated from observed gravity values.
 MO0249
 MO0249;                    North         East     Units Scale Factor Converg.
 MO0249;SPC WY E     -    96,409.281   216,513.862   MT  0.99994085   +0 07 49.6
 MO0249;UTM  13      - 4,579,613.134   502,569.619   MT  0.99960008   +0 01 13.1
 MO0249
 MO0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0249!SPC WY E     -   0.99968815  x   0.99994085  =   0.99962902
 MO0249!UTM  13      -   0.99968815  x   0.99960008  =   0.99928835
 MO0249
 MO0249|---------------------------------------------------------------------|
 MO0249| PID    Reference Object                     Distance      Geod. Az  |
 MO0249|                                                           dddmmss.s |
 MO0249| MO0250 A ERA 2                              36.233 METERS 09510     |
 MO0249| MO0244 A CRA 1                             APPROX. 0.6 KM 2570126.9 |
 MO0249|---------------------------------------------------------------------|
 MO0249
 MO0249                          SUPERSEDED SURVEY CONTROL
 MO0249
 MO0249  NAD 83(1986)-  41 22 04.87449(N)    104 58 09.38684(W) AD(       ) 2
 MO0249  NGVD 29 (??/??/92) 2002.678  (m)         6570.45   (f) ADJ UNCH    2 0
 MO0249
 MO0249.Superseded values are not recommended for survey control.
 MO0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0249.See file dsdata.txt to determine how the superseded data were derived.
 MO0249
 MO0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0257079613(NAD 83)
 MO0249_MARKER: DD = SURVEY DISK
 MO0249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0249_SP_SET: PEDESTAL
 MO0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0249
 MO0249  HISTORY     - Date     Condition        Report By
 MO0249  HISTORY     - 1959     MONUMENTED       CGS
 MO0249  HISTORY     - 1959     GOOD             NGS
 MO0249
 MO0249                          STATION DESCRIPTION
 MO0249
 MO0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0249'20 MI NW FROM CHEYENNE.
 MO0249'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E.
 MO0249'WARREN AIR FORCE BASE MISSILE SITE A, IN THE WEST ONE OF
 MO0249'TWO SIMILAR BUILDINGS FOR THE EAST REMOTE RATE STATION, ABOUT
 MO0249'0.4 MILE EAST NORTHEAST OF THE GUIDANCE BUILDING.  A BRONZE
 MO0249'DISK SET IN THE TOP OF A NINE FOOT HIGH TRIANGULAR SHAPED
 MO0249'PEDESTAL IN THE CENTER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0250 ***********************************************************************
 MO0250  DESIGNATION -  A ERA 2
 MO0250  PID         -  MO0250
 MO0250  STATE/COUNTY-  WY/LARAMIE
 MO0250  USGS QUAD   -  
 MO0250
 MO0250                         *CURRENT SURVEY CONTROL
 MO0250  ___________________________________________________________________
 MO0250* NAD 83(1993)-  41 22 04.78553(N)    104 58 07.83617(W)     ADJUSTED  
 MO0250* NAVD 88     -      2003.692  (meters)    6573.78   (feet)  ADJUSTED  
 MO0250  ___________________________________________________________________
 MO0250  LAPLACE CORR-         -13.08  (seconds)                    DEFLEC99
 MO0250  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 MO0250  DYNAMIC HT  -        2001.961 (meters)    6568.10  (feet)  COMP
 MO0250  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 MO0250
 MO0250  HORZ ORDER  -  SECOND
 MO0250  VERT ORDER  -  SECOND    CLASS 0
 MO0250
 MO0250.The horizontal coordinates were established by classical geodetic methods
 MO0250.and adjusted by the National Geodetic Survey in January 1997..
 MO0250
 MO0250.The orthometric height was determined by differential leveling
 MO0250.and adjusted by the National Geodetic Survey in June 1991..
 MO0250
 MO0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0250
 MO0250.The geoid height was determined by GEOID03.
 MO0250
 MO0250.The dynamic height is computed by dividing the NAVD 88
 MO0250.geopotential number by the normal gravity value computed on the
 MO0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0250.degrees latitude (g = 980.6199 gals.).
 MO0250
 MO0250.The modeled gravity was interpolated from observed gravity values.
 MO0250
 MO0250;                    North         East     Units Scale Factor Converg.
 MO0250;SPC WY E     -    96,406.099   216,549.953   MT  0.99994087   +0 07 50.7
 MO0250;UTM  13      - 4,579,609.884   502,605.691   MT  0.99960008   +0 01 14.1
 MO0250
 MO0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0250!SPC WY E     -   0.99968815  x   0.99994087  =   0.99962904
 MO0250!UTM  13      -   0.99968815  x   0.99960008  =   0.99928835
 MO0250
 MO0250:                Primary Azimuth Mark                     Grid Az
 MO0250:SPC WY E     -  A CTR 2                                  255 50 13.0
 MO0250:UTM  13      -  A CTR 2                                  255 56 49.6
 MO0250
 MO0250|---------------------------------------------------------------------|
 MO0250| PID    Reference Object                     Distance      Geod. Az  |
 MO0250|                                                           dddmmss.s |
 MO0250| MO0246 A CTR 2                             APPROX. 0.5 KM 2555803.7 |
 MO0250|---------------------------------------------------------------------|
 MO0250
 MO0250                          SUPERSEDED SURVEY CONTROL
 MO0250
 MO0250  NAD 83(1986)-  41 22 04.76869(N)    104 58 07.83403(W) AD(       ) 2
 MO0250  NGVD 29 (??/??/92) 2002.676  (m)         6570.45   (f) ADJ UNCH    2 0
 MO0250
 MO0250.Superseded values are not recommended for survey control.
 MO0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0250.See file dsdata.txt to determine how the superseded data were derived.
 MO0250
 MO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0260679610(NAD 83)
 MO0250_MARKER: DD = SURVEY DISK
 MO0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0250_SP_SET: PEDESTAL
 MO0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0250
 MO0250  HISTORY     - Date     Condition        Report By
 MO0250  HISTORY     - 1959     MONUMENTED       CGS
 MO0250  HISTORY     - 1959     GOOD             NGS
 MO0250
 MO0250                          STATION DESCRIPTION
 MO0250
 MO0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0250'20 MI NW FROM CHEYENNE.
 MO0250'ABOUT 20 MILES NORTHWEST OF CHEYENNE AT THE F.E. WARREN AIR
 MO0250'FORCE MISSILE SITE A, IN THE EAST ONE OF TWO SIMILAR BUILDINGS
 MO0250'FOR THE EAST REMOTE RATE STATION, ABOUT 0.4 MILE EAST
 MO0250'NORTHEAST OF THE GUIDANCE BUILDING.  A BRONZE DISK SET
 MO0250'IN THE TOP OF A NINE FOOT HIGH TRIANGULAR PEDESTAL IN THE CENTER
 MO0250'OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0247 ***********************************************************************
 MO0247  DESIGNATION -  A ESP 2
 MO0247  PID         -  MO0247
 MO0247  STATE/COUNTY-  WY/LARAMIE
 MO0247  USGS QUAD   -  
 MO0247
 MO0247                         *CURRENT SURVEY CONTROL
 MO0247  ___________________________________________________________________
 MO0247* NAD 83(1993)-  41 22 05.02053(N)    104 58 16.13706(W)     ADJUSTED  
 MO0247* NAVD 88     -      2005.390  (meters)    6579.35   (feet)  ADJUSTED  
 MO0247  ___________________________________________________________________
 MO0247  LAPLACE CORR-         -13.09  (seconds)                    DEFLEC99
 MO0247  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 MO0247  DYNAMIC HT  -        2003.657 (meters)    6573.66  (feet)  COMP
 MO0247  MODELED GRAV-     979,687.3   (mgal)                       NAVD 88
 MO0247
 MO0247  HORZ ORDER  -  SECOND
 MO0247  VERT ORDER  -  SECOND    CLASS 0
 MO0247
 MO0247.The horizontal coordinates were established by classical geodetic methods
 MO0247.and adjusted by the National Geodetic Survey in January 1997..
 MO0247
 MO0247.The orthometric height was determined by differential leveling
 MO0247.and adjusted by the National Geodetic Survey in June 1991..
 MO0247
 MO0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0247
 MO0247.The geoid height was determined by GEOID03.
 MO0247
 MO0247.The dynamic height is computed by dividing the NAVD 88
 MO0247.geopotential number by the normal gravity value computed on the
 MO0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0247.degrees latitude (g = 980.6199 gals.).
 MO0247
 MO0247.The modeled gravity was interpolated from observed gravity values.
 MO0247
 MO0247;                    North         East     Units Scale Factor Converg.
 MO0247;SPC WY E     -    96,412.911   216,357.033   MT  0.99994079   +0 07 45.2
 MO0247;UTM  13      - 4,579,617.064   502,412.850   MT  0.99960007   +0 01 08.6
 MO0247
 MO0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0247!SPC WY E     -   0.99968788  x   0.99994079  =   0.99962869
 MO0247!UTM  13      -   0.99968788  x   0.99960007  =   0.99928807
 MO0247
 MO0247|---------------------------------------------------------------------|
 MO0247| PID    Reference Object                     Distance      Geod. Az  |
 MO0247|                                                           dddmmss.s |
 MO0247| MO0248 A EBT 2                               7.276 METERS 17040     |
 MO0247| MO0246 A CTR 2                             366.094 METERS 24731     |
 MO0247| MO0245 A CRA 2                             381.777 METERS 24915     |
 MO0247|---------------------------------------------------------------------|
 MO0247
 MO0247                          SUPERSEDED SURVEY CONTROL
 MO0247
 MO0247  NAD 83(1986)-  41 22 05.00369(N)    104 58 16.13495(W) AD(       ) 2
 MO0247  NGVD 29 (??/??/92) 2004.374  (m)         6576.02   (f) ADJ UNCH    2 0
 MO0247
 MO0247.Superseded values are not recommended for survey control.
 MO0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0247.See file dsdata.txt to determine how the superseded data were derived.
 MO0247
 MO0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0241379617(NAD 83)
 MO0247_MARKER: Z = SEE DESCRIPTION
 MO0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0247_SP_SET: BRONZE PLATE
 MO0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0247
 MO0247  HISTORY     - Date     Condition        Report By
 MO0247  HISTORY     - 1959     MONUMENTED       CGS
 MO0247  HISTORY     - 1959     GOOD             NGS
 MO0247
 MO0247                          STATION DESCRIPTION
 MO0247
 MO0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0247'20 MI NW FROM CHEYENNE.
 MO0247'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E.
 MO0247'WARREN AIR FORCE BASE MISSILE SITE A, ABOUT 0.25 MILE EAST
 MO0247'NORTHEAST OF THE GUIDANCE BUILDING.  A CROSS ETCHED IN THE
 MO0247'SOUTHWEST CORNER OF A 12 BY 14 INCH BRONZE PLATE THAT IS
 MO0247'CEMENTED IN THE TOP OF A TWO FOOT SQUARE CONCRETE MONUMENT
 MO0247'THAT PROJECTS ABOUT TWO FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0241 ***********************************************************************
 MO0241  DESIGNATION -  A WBT 1
 MO0241  PID         -  MO0241
 MO0241  STATE/COUNTY-  WY/LARAMIE
 MO0241  USGS QUAD   -  
 MO0241
 MO0241                         *CURRENT SURVEY CONTROL
 MO0241  ___________________________________________________________________
 MO0241* NAD 83(1993)-  41 22 11.98849(N)    104 58 38.79849(W)     ADJUSTED  
 MO0241* NAVD 88     -      2004.800  (meters)    6577.41   (feet)  ADJUSTED  
 MO0241  ___________________________________________________________________
 MO0241  LAPLACE CORR-         -13.07  (seconds)                    DEFLEC99
 MO0241  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 MO0241  DYNAMIC HT  -        2003.066 (meters)    6571.73  (feet)  COMP
 MO0241  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 MO0241
 MO0241  HORZ ORDER  -  SECOND
 MO0241  VERT ORDER  -  SECOND    CLASS 0
 MO0241
 MO0241.The horizontal coordinates were established by classical geodetic methods
 MO0241.and adjusted by the National Geodetic Survey in January 1997..
 MO0241
 MO0241.The orthometric height was determined by differential leveling
 MO0241.and adjusted by the National Geodetic Survey in June 1991..
 MO0241
 MO0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0241
 MO0241.The geoid height was determined by GEOID03.
 MO0241
 MO0241.The dynamic height is computed by dividing the NAVD 88
 MO0241.geopotential number by the normal gravity value computed on the
 MO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0241.degrees latitude (g = 980.6199 gals.).
 MO0241
 MO0241.The modeled gravity was interpolated from observed gravity values.
 MO0241
 MO0241;                    North         East     Units Scale Factor Converg.
 MO0241;SPC WY E     -    96,626.692   215,829.936   MT  0.99994058   +0 07 30.2
 MO0241;UTM  13      - 4,579,831.786   501,886.344   MT  0.99960004   +0 00 53.7
 MO0241
 MO0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0241!SPC WY E     -   0.99968797  x   0.99994058  =   0.99962856
 MO0241!UTM  13      -   0.99968797  x   0.99960004  =   0.99928813
 MO0241
 MO0241|---------------------------------------------------------------------|
 MO0241| PID    Reference Object                     Distance      Geod. Az  |
 MO0241|                                                           dddmmss.s |
 MO0241| MO0242 A WSP 1                              15.216 METERS 03920     |
 MO0241| MO1133 A WRA 1 FEEDHORN                      1.467 METERS 04049     |
 MO0241| MO1131 A ERA 1 FEEDHORN                      1.433 METERS 05708     |
 MO0241| MO1132 A CRA 1 FEEDHORN                      1.237 METERS 06205     |
 MO0241| MO0243 A CTR 1                             364.479 METERS 16237     |
 MO0241|---------------------------------------------------------------------|
 MO0241
 MO0241                          SUPERSEDED SURVEY CONTROL
 MO0241
 MO0241  NAD 83(1986)-  41 22 11.97160(N)    104 58 38.79629(W) AD(       ) 2
 MO0241  NGVD 29 (??/??/92) 2003.77   (m)         6574.0    (f) COMPUTED    2 0
 MO0241
 MO0241.Superseded values are not recommended for survey control.
 MO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0241.See file dsdata.txt to determine how the superseded data were derived.
 MO0241
 MO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0188679832(NAD 83)
 MO0241_MARKER: DD = SURVEY DISK
 MO0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0241_SP_SET: CONCRETE FOUNDATION
 MO0241_STAMPING: A-WBT-1
 MO0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0241
 MO0241  HISTORY     - Date     Condition        Report By
 MO0241  HISTORY     - 1959     MONUMENTED       CGS
 MO0241  HISTORY     - 1959     GOOD             NGS
 MO0241
 MO0241                          STATION DESCRIPTION
 MO0241
 MO0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0241'20 MI NW FROM CHEYENNE.
 MO0241'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E.
 MO0241'WARREN AIR FORCE BASE MISSILE SITE A, ABOUT 0.25 MILE NORTH
 MO0241'NORTHWEST OF THE GUIDANCE BUILDING.  SET IN A DRILL HOLE IN
 MO0241'THE CONCRETE FOUNDATION OF THE WEST BORESIGHT TOWER, 4 FEET
 MO0241'SOUTH SOUTHEAST OF THE CENTER OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0239 ***********************************************************************
 MO0239  DESIGNATION -  A WRA 1
 MO0239  PID         -  MO0239
 MO0239  STATE/COUNTY-  WY/LARAMIE
 MO0239  USGS QUAD   -  
 MO0239
 MO0239                         *CURRENT SURVEY CONTROL
 MO0239  ___________________________________________________________________
 MO0239* NAD 83(1993)-  41 22 18.96007(N)    104 58 39.26454(W)     ADJUSTED  
 MO0239* NAVD 88     -      2014.834  (meters)    6610.33   (feet)  ADJUSTED  
 MO0239  ___________________________________________________________________
 MO0239  LAPLACE CORR-         -13.07  (seconds)                    DEFLEC99
 MO0239  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 MO0239  DYNAMIC HT  -        2013.093 (meters)    6604.62  (feet)  COMP
 MO0239  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 MO0239
 MO0239  HORZ ORDER  -  SECOND
 MO0239  VERT ORDER  -  SECOND    CLASS 0
 MO0239
 MO0239.The horizontal coordinates were established by classical geodetic methods
 MO0239.and adjusted by the National Geodetic Survey in January 1997..
 MO0239
 MO0239.The orthometric height was determined by differential leveling
 MO0239.and adjusted by the National Geodetic Survey in June 1991..
 MO0239
 MO0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0239
 MO0239.The geoid height was determined by GEOID03.
 MO0239
 MO0239.The dynamic height is computed by dividing the NAVD 88
 MO0239.geopotential number by the normal gravity value computed on the
 MO0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0239.degrees latitude (g = 980.6199 gals.).
 MO0239
 MO0239.The modeled gravity was interpolated from observed gravity values.
 MO0239
 MO0239;                    North         East     Units Scale Factor Converg.
 MO0239;SPC WY E     -    96,841.731   215,818.636   MT  0.99994058   +0 07 29.9
 MO0239;UTM  13      - 4,580,046.772   501,875.462   MT  0.99960004   +0 00 53.4
 MO0239
 MO0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0239!SPC WY E     -   0.99968639  x   0.99994058  =   0.99962699
 MO0239!UTM  13      -   0.99968639  x   0.99960004  =   0.99928656
 MO0239
 MO0239|---------------------------------------------------------------------|
 MO0239| PID    Reference Object                     Distance      Geod. Az  |
 MO0239|                                                           dddmmss.s |
 MO0239| MO0240 A WRA 2                              36.197 METERS 09506     |
 MO0239| MO0249 A ERA 1                             APPROX. 0.8 KM 1220027.9 |
 MO0239| MO0244 A CRA 1                             APPROX. 0.6 KM 1655859.2 |
 MO0239| MO0241 A WBT 1                             215.348 METERS 17707     |
 MO0239|---------------------------------------------------------------------|
 MO0239
 MO0239                          SUPERSEDED SURVEY CONTROL
 MO0239
 MO0239  NAD 83(1986)-  41 22 18.94320(N)    104 58 39.26233(W) AD(       ) 2
 MO0239  NGVD 29 (??/??/92) 2013.81   (m)         6607.0    (f) COMPUTED    2 0
 MO0239
 MO0239.Superseded values are not recommended for survey control.
 MO0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0239.See file dsdata.txt to determine how the superseded data were derived.
 MO0239
 MO0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0187580047(NAD 83)
 MO0239_MARKER: DD = SURVEY DISK
 MO0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0239_SP_SET: PEDESTAL
 MO0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0239
 MO0239  HISTORY     - Date     Condition        Report By
 MO0239  HISTORY     - 1959     MONUMENTED       CGS
 MO0239  HISTORY     - 1959     GOOD             NGS
 MO0239
 MO0239                          STATION DESCRIPTION
 MO0239
 MO0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0239'20 MI NW FROM CHEYENNE.
 MO0239'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E.
 MO0239'WARREN AIRFORCE BASE MISSILE SITE A, IN THE WEST ONE OF TWO
 MO0239'SIMILAR BUILDINGS FOR THE WEST REMOTE RATE STATION, ABOUT 0.4
 MO0239'MILE NORTH NORTHWEST OF THE GUIDANCE BUILDING.  A BRONZE DISK
 MO0239'SET IN THE TOP OF A NINE FOOT HIGH TRIANGULAR SHAPED
 MO0239'PEDESTAL IN THE CENTER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0240 ***********************************************************************
 MO0240  DESIGNATION -  A WRA 2
 MO0240  PID         -  MO0240
 MO0240  STATE/COUNTY-  WY/LARAMIE
 MO0240  USGS QUAD   -  
 MO0240
 MO0240                         *CURRENT SURVEY CONTROL
 MO0240  ___________________________________________________________________
 MO0240* NAD 83(1993)-  41 22 18.85569(N)    104 58 37.71313(W)     ADJUSTED  
 MO0240* NAVD 88     -      2014.137  (meters)    6608.05   (feet)  ADJUSTED  
 MO0240  ___________________________________________________________________
 MO0240  LAPLACE CORR-         -13.07  (seconds)                    DEFLEC99
 MO0240  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 MO0240  DYNAMIC HT  -        2012.396 (meters)    6602.34  (feet)  COMP
 MO0240  MODELED GRAV-     979,687.0   (mgal)                       NAVD 88
 MO0240
 MO0240  HORZ ORDER  -  SECOND
 MO0240  VERT ORDER  -  SECOND    CLASS 0
 MO0240
 MO0240.The horizontal coordinates were established by classical geodetic methods
 MO0240.and adjusted by the National Geodetic Survey in January 1997..
 MO0240
 MO0240.The orthometric height was determined by differential leveling
 MO0240.and adjusted by the National Geodetic Survey in June 1991..
 MO0240
 MO0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0240
 MO0240.The geoid height was determined by GEOID03.
 MO0240
 MO0240.The dynamic height is computed by dividing the NAVD 88
 MO0240.geopotential number by the normal gravity value computed on the
 MO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0240.degrees latitude (g = 980.6199 gals.).
 MO0240
 MO0240.The modeled gravity was interpolated from observed gravity values.
 MO0240
 MO0240;                    North         East     Units Scale Factor Converg.
 MO0240;SPC WY E     -    96,838.590   215,854.694   MT  0.99994059   +0 07 31.0
 MO0240;UTM  13      - 4,580,043.563   501,911.502   MT  0.99960004   +0 00 54.4
 MO0240
 MO0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0240!SPC WY E     -   0.99968650  x   0.99994059  =   0.99962711
 MO0240!UTM  13      -   0.99968650  x   0.99960004  =   0.99928667
 MO0240
 MO0240:                Primary Azimuth Mark                     Grid Az
 MO0240:SPC WY E     -  A CRA 2                                  165 27 48.5
 MO0240:UTM  13      -  A CRA 2                                  165 34 25.1
 MO0240
 MO0240|---------------------------------------------------------------------|
 MO0240| PID    Reference Object                     Distance      Geod. Az  |
 MO0240|                                                           dddmmss.s |
 MO0240| MO0245 A CRA 2                             APPROX. 0.6 KM 1653519.5 |
 MO0240| MO0239 A WRA 1                              36.197 METERS 27506     |
 MO0240|---------------------------------------------------------------------|
 MO0240
 MO0240                          SUPERSEDED SURVEY CONTROL
 MO0240
 MO0240  NAD 83(1986)-  41 22 18.83886(N)    104 58 37.71115(W) AD(       ) 2
 MO0240  NGVD 29 (??/??/92) 2013.11   (m)         6604.7    (f) COMPUTED    2 0
 MO0240
 MO0240.Superseded values are not recommended for survey control.
 MO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0240.See file dsdata.txt to determine how the superseded data were derived.
 MO0240
 MO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0191280044(NAD 83)
 MO0240_MARKER: DD = SURVEY DISK
 MO0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0240_SP_SET: PEDESTAL
 MO0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0240
 MO0240  HISTORY     - Date     Condition        Report By
 MO0240  HISTORY     - 1959     MONUMENTED       CGS
 MO0240  HISTORY     - 1959     GOOD             NGS
 MO0240
 MO0240                          STATION DESCRIPTION
 MO0240
 MO0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0240'20 MI NW FROM CHEYENNE.
 MO0240'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E. WARREN
 MO0240'AIR FORCE BASE MISSILE SITE A, IN THE EAST ONE OF TWO SIMILAR
 MO0240'BUILDINGS FOR THE WEST REMOTE RATE STATION, ABOUT 0.4 MILE
 MO0240'NORTH NORTHWEST OF THE GUIDANCE BUILDING.  A BRONZE DISK SET
 MO0240'IN THE TOP OF A 9 FOOT HIGH TRIANGULAR PEDESTAL IN THE
 MO0240'CENTER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0242 ***********************************************************************
 MO0242  DESIGNATION -  A WSP 1
 MO0242  PID         -  MO0242
 MO0242  STATE/COUNTY-  WY/LARAMIE
 MO0242  USGS QUAD   -  
 MO0242
 MO0242                         *CURRENT SURVEY CONTROL
 MO0242  ___________________________________________________________________
 MO0242* NAD 83(1993)-  41 22 12.36995(N)    104 58 38.38342(W)     ADJUSTED  
 MO0242* NAVD 88     -      2005.401  (meters)    6579.39   (feet)  ADJUSTED  
 MO0242  ___________________________________________________________________
 MO0242  LAPLACE CORR-         -13.07  (seconds)                    DEFLEC99
 MO0242  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 MO0242  DYNAMIC HT  -        2003.666 (meters)    6573.69  (feet)  COMP
 MO0242  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 MO0242
 MO0242  HORZ ORDER  -  SECOND
 MO0242  VERT ORDER  -  SECOND    CLASS 0
 MO0242
 MO0242.The horizontal coordinates were established by classical geodetic methods
 MO0242.and adjusted by the National Geodetic Survey in January 1997..
 MO0242
 MO0242.The orthometric height was determined by differential leveling
 MO0242.and adjusted by the National Geodetic Survey in June 1991..
 MO0242
 MO0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0242
 MO0242.The geoid height was determined by GEOID03.
 MO0242
 MO0242.The dynamic height is computed by dividing the NAVD 88
 MO0242.geopotential number by the normal gravity value computed on the
 MO0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0242.degrees latitude (g = 980.6199 gals.).
 MO0242
 MO0242.The modeled gravity was interpolated from observed gravity values.
 MO0242
 MO0242;                    North         East     Units Scale Factor Converg.
 MO0242;SPC WY E     -    96,638.481   215,839.555   MT  0.99994059   +0 07 30.5
 MO0242;UTM  13      - 4,579,843.552   501,895.983   MT  0.99960004   +0 00 53.9
 MO0242
 MO0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0242!SPC WY E     -   0.99968787  x   0.99994059  =   0.99962848
 MO0242!UTM  13      -   0.99968787  x   0.99960004  =   0.99928804
 MO0242
 MO0242|---------------------------------------------------------------------|
 MO0242| PID    Reference Object                     Distance      Geod. Az  |
 MO0242|                                                           dddmmss.s |
 MO0242| MO0244 A CRA 1                             377.893 METERS 16131     |
 MO0242| MO0243 A CTR 1                             373.044 METERS 16434     |
 MO0242| MO0241 A WBT 1                              15.216 METERS 21920     |
 MO0242|---------------------------------------------------------------------|
 MO0242
 MO0242                          SUPERSEDED SURVEY CONTROL
 MO0242
 MO0242  NAD 83(1986)-  41 22 12.35306(N)    104 58 38.38123(W) AD(       ) 2
 MO0242  NGVD 29 (??/??/92) 2004.382  (m)         6576.04   (f) ADJ UNCH    2 0
 MO0242
 MO0242.Superseded values are not recommended for survey control.
 MO0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0242.See file dsdata.txt to determine how the superseded data were derived.
 MO0242
 MO0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0189679844(NAD 83)
 MO0242_MARKER: Z = SEE DESCRIPTION
 MO0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0242_SP_SET: BRASS PLATE
 MO0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0242
 MO0242  HISTORY     - Date     Condition        Report By
 MO0242  HISTORY     - 1959     MONUMENTED       CGS
 MO0242  HISTORY     - 1959     GOOD             NGS
 MO0242
 MO0242                          STATION DESCRIPTION
 MO0242
 MO0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0242'20 MI NW FROM CHEYENNE.
 MO0242'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E.
 MO0242'WARREN AIR FORCE MISSILE SITE A, ABOUT 0.25 MILE NORTH NORTHWEST
 MO0242'OF THE GUIDANCE BUILDING.  A CROSS ETCHED IN THE SOUTHEAST END
 MO0242'OF A 12 BY 14 INCH BRASS PLATE THAT IS CEMENTED IN THE TOP OF A
 MO0242'TWO FOOT SQUARE CONCRETE MONUMENT ABOUT TWO FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0588 ***********************************************************************
 MO0588  DESIGNATION -  AA 317
 MO0588  PID         -  MO0588
 MO0588  STATE/COUNTY-  WY/ALBANY
 MO0588  USGS QUAD   -  LARAMIE (1978)
 MO0588
 MO0588                         *CURRENT SURVEY CONTROL
 MO0588  ___________________________________________________________________
 MO0588* NAD 83(1986)-  41 18 50.     (N)    105 34 55.     (W)     SCALED    
 MO0588* NAVD 88     -      2193.080  (meters)    7195.13   (feet)  ADJUSTED  
 MO0588  ___________________________________________________________________
 MO0588  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0588  DYNAMIC HT  -        2191.193 (meters)    7188.94  (feet)  COMP
 MO0588  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 MO0588
 MO0588  VERT ORDER  -  FIRST     CLASS II
 MO0588
 MO0588.The horizontal coordinates were scaled from a topographic map and have
 MO0588.an estimated accuracy of +/- 6 seconds.
 MO0588
 MO0588.The orthometric height was determined by differential leveling
 MO0588.and adjusted by the National Geodetic Survey in June 1991..
 MO0588
 MO0588.The geoid height was determined by GEOID03.
 MO0588
 MO0588.The dynamic height is computed by dividing the NAVD 88
 MO0588.geopotential number by the normal gravity value computed on the
 MO0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0588.degrees latitude (g = 980.6199 gals.).
 MO0588
 MO0588.The modeled gravity was interpolated from observed gravity values.
 MO0588
 MO0588;                    North         East    Units  Estimated Accuracy
 MO0588;SPC WY E     -    90,460.      165,230.      MT  (+/- 180 meters Scaled)
 MO0588
 MO0588                          SUPERSEDED SURVEY CONTROL
 MO0588
 MO0588  NGVD 29 (06/08/92) 2192.039  (m)         7191.71   (f) ADJUSTED    1 2
 MO0588
 MO0588.Superseded values are not recommended for survey control.
 MO0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0588.See file dsdata.txt to determine how the superseded data were derived.
 MO0588
 MO0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF512737(NAD 83)
 MO0588_MARKER: DB = BENCH MARK DISK
 MO0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0588_STAMPING: A A 317 1947
 MO0588_MARK LOGO: CGS   
 MO0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0588
 MO0588  HISTORY     - Date     Condition        Report By
 MO0588  HISTORY     - 1947     MONUMENTED       CGS
 MO0588  HISTORY     - 1956     GOOD             NGS
 MO0588  HISTORY     - 1983     GOOD             NGS
 MO0588  HISTORY     - 1987     GOOD             USPSQD
 MO0588
 MO0588                          STATION DESCRIPTION
 MO0588
 MO0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0588'AT LARAMIE.
 MO0588'AT LARAMIE, ON THE CAMPUS OF THE UNIVERSITY OF WYOMING, AT THE
 MO0588'SOUTH ENTRANCE OF ENGINEERING HALL, 69 FEET NORTH OF THE CENTER
 MO0588'LINE OF CLARK STREET, 15.6 FEET EAST OF THE CENTER OF THE
 MO0588'ENTRANCE TO THE BUILDING, 2.7 FEET ABOVE THE SIDEWALK, SET
 MO0588'VERTICALLY IN THE SOUTH SIDE OF A STONE BANISTER, IN SECTION 33,
 MO0588'TOWNSHIP 16 NORTH, RANGE 73 WEST.
 MO0588
 MO0588                          STATION RECOVERY (1983)
 MO0588
 MO0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0588'RECOVERED IN GOOD CONDITION.
 MO0588
 MO0588                          STATION RECOVERY (1987)
 MO0588
 MO0588'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 MO0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1236 ***********************************************************************
 MO1236  DESIGNATION -  ABATIS
 MO1236  PID         -  MO1236
 MO1236  STATE/COUNTY-  WY/ALBANY
 MO1236  USGS QUAD   -  SHERMAN MOUNTAINS WEST (1992)
 MO1236
 MO1236                         *CURRENT SURVEY CONTROL
 MO1236  ___________________________________________________________________
 MO1236* NAD 83(1993)-  41 10 33.35632(N)    105 27 47.57178(W)     ADJUSTED  
 MO1236* NAVD 88     -      2648.3    (meters)    8689.     (feet)  VERTCON   
 MO1236  ___________________________________________________________________
 MO1236  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 MO1236  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 MO1236
 MO1236  HORZ ORDER  -  THIRD
 MO1236
 MO1236.The horizontal coordinates were established by classical geodetic methods
 MO1236.and adjusted by the National Geodetic Survey in January 1997..
 MO1236
 MO1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1236
 MO1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1236
 MO1236.The geoid height was determined by GEOID03.
 MO1236
 MO1236;                    North         East     Units Scale Factor Converg.
 MO1236;SPC WY E     -    75,100.512   175,117.904   MT  0.99994512   -0 11 42.9
 MO1236;UTM  13      - 4,558,390.920   461,146.676   MT  0.99961858   -0 18 17.9
 MO1236
 MO1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1236!SPC WY E     -   0.99958663  x   0.99994512  =   0.99953177
 MO1236!UTM  13      -   0.99958663  x   0.99961858  =   0.99920537
 MO1236
 MO1236:                Primary Azimuth Mark                     Grid Az
 MO1236:SPC WY E     -  CROW                                     015 36 33.0
 MO1236:UTM  13      -  CROW                                     015 43 08.0
 MO1236
 MO1236|---------------------------------------------------------------------|
 MO1236| PID    Reference Object                     Distance      Geod. Az  |
 MO1236|                                                           dddmmss.s |
 MO1236| MO1234 CROW                                APPROX. 6.6 KM 0152450.1 |
 MO1236|---------------------------------------------------------------------|
 MO1236
 MO1236                          SUPERSEDED SURVEY CONTROL
 MO1236
 MO1236  NAD 83(1986)-  41 10 33.34299(N)    105 27 47.56887(W) AD(       ) 3
 MO1236  NAD 27      -  41 10 33.40839(N)    105 27 45.61488(W) AD(       ) 3
 MO1236  NGVD 29 (07/19/86) 2647.1    (m)         8685.     (f) VERT ANG       
 MO1236
 MO1236.Superseded values are not recommended for survey control.
 MO1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1236.See file dsdata.txt to determine how the superseded data were derived.
 MO1236
 MO1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6114758391(NAD 83)
 MO1236_MARKER: DD = SURVEY DISK
 MO1236_SETTING: 66 = SET IN ROCK OUTCROP
 MO1236_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MO1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1236+STABILITY: POSITION/ELEVATION WELL
 MO1236
 MO1236  HISTORY     - Date     Condition        Report By
 MO1236  HISTORY     - 1947     MONUMENTED       USGS
 MO1236
 MO1236                          STATION DESCRIPTION
 MO1236
 MO1236'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1236'STATION LOCATED NEAR THE NE. CORNER OF SEC. 21, T 14 N, R 72 W,
 MO1236'ON HEAVILY WOODED RIDGE, AT INTERSECTION OF LINES CUT THRU TREES TO
 MO1236'OTHER SECTION.
 MO1236'
 MO1236'TO REACH FROM LARAMIE POST OFFICE, GO E. ON U.S. HIGHWAY 30 11.8 MI.
 MO1236'TO SIDE RD. (OLD HIGHWAY), THENCE RIGHT 0.85 MI. TO T-RD., THENCE
 MO1236'RIGHT (SW.) 2.6 MI. ALONG RIDGE RD. TO DIM TRAIL W., THENCE RIGHT 15
 MO1236'MI. TO TOP OF RIDGE, THENCE LEFT (S.) THRU TREES 0.25 MI. TO HIGHEST
 MO1236'POINT AND STATION.
 MO1236'
 MO1236'STATION MARK--STANDARD TABLET, DRILLED IN ROCK, STAMPED ---ABATIS
 MO1236'1947---.
 MO1236'
 MO1236'REFERENCE MARK NO. 1--STANDARD STATION TABLET, DRILLED IN ROCK WITH
 MO1236'ARROW CUT THROUGH CENTER OF TRIANGLE, STAMPED ---ABATIS NO. 1---.
 MO1236'REFERENCE MARK NO. 1 IS 35.45 FT. FROM STATION.
 MO1236'
 MO1236'REFERENCE MARK NO. 2--STANDARD STATION TABLET, DRILLED IN ROCK WITH
 MO1236'ARROW CUT THROUGH CENTER OF TRIANGLE, STAMPED ---ABATIS NO. 2---.
 MO1236'REFERENCE MARK NO. 2 IS 16.05 FT. FROM STATION.
 MO1236'
 MO1236'REFERENCE MARKS NO. 1 AND 2 ARE 43.15 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1206 ***********************************************************************
 PY1206  DESIGNATION -  ABIATHAR
 PY1206  PID         -  PY1206
 PY1206  STATE/COUNTY-  WY/PARK
 PY1206  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1206
 PY1206                         *CURRENT SURVEY CONTROL
 PY1206  ___________________________________________________________________
 PY1206* NAD 83(1993)-  44 58 30.81515(N)    110 01 55.79879(W)     ADJUSTED  
 PY1206* NAVD 88     -      3332.9    (meters)   10935.     (feet)  VERTCON   
 PY1206  ___________________________________________________________________
 PY1206  LAPLACE CORR-           9.01  (seconds)                    DEFLEC99
 PY1206  GEOID HEIGHT-          -7.60  (meters)                     GEOID03
 PY1206
 PY1206  HORZ ORDER  -  THIRD
 PY1206
 PY1206.The horizontal coordinates were established by classical geodetic methods
 PY1206.and adjusted by the National Geodetic Survey in January 1997..
 PY1206
 PY1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1206
 PY1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1206
 PY1206.The geoid height was determined by GEOID03.
 PY1206
 PY1206;                    North         East     Units Scale Factor Converg.
 PY1206;SPC WYWC     -   497,911.290   498,867.988   MT  1.00006322   -0 54 22.7
 PY1206;UTM  12      - 4,980,653.956   576,312.971   MT  0.99967161   +0 41 02.8
 PY1206
 PY1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1206!SPC WYWC     -   0.99947891  x   1.00006322  =   0.99954210
 PY1206!UTM  12      -   0.99947891  x   0.99967161  =   0.99915069
 PY1206
 PY1206:                Primary Azimuth Mark                     Grid Az
 PY1206:SPC WYWC     -  COOKE                                    089 21 53.8
 PY1206:UTM  12      -  COOKE                                    087 46 28.3
 PY1206
 PY1206|---------------------------------------------------------------------|
 PY1206| PID    Reference Object                     Distance      Geod. Az  |
 PY1206|                                                           dddmmss.s |
 PY1206| PX0471 COOKE                               APPROX.10.3 KM 0882731.1 |
 PY1206|---------------------------------------------------------------------|
 PY1206
 PY1206                          SUPERSEDED SURVEY CONTROL
 PY1206
 PY1206  NAD 83(1993)-  44 58 30.81360(N)    110 01 55.79602(W) AD(       ) 3
 PY1206  NAD 83(1986)-  44 58 30.80674(N)    110 01 55.79134(W) AD(       ) 3
 PY1206  NAD 27      -  44 58 31.02664(N)    110 01 53.12005(W) AD(       ) 3
 PY1206  NGVD 29 (07/19/86) 3331.6    (m)        10930.     (f) VERT ANG       
 PY1206
 PY1206.Superseded values are not recommended for survey control.
 PY1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1206.See file dsdata.txt to determine how the superseded data were derived.
 PY1206
 PY1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ7631380654(NAD 83)
 PY1206_MARKER: DD = SURVEY DISK
 PY1206_SETTING: 66 = SET IN ROCK OUTCROP
 PY1206_SP_SET: SET IN ROCK OUTCROP
 PY1206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1206+STABILITY: POSITION/ELEVATION WELL
 PY1206
 PY1206  HISTORY     - Date     Condition        Report By
 PY1206  HISTORY     - 1953     MONUMENTED       USGS
 PY1206
 PY1206                          STATION DESCRIPTION
 PY1206
 PY1206'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PY1206'ABIATHAR, NE. CORNER OF YELLOWSTONE PARK, IN WYOMING, ABOUT 2.50 MI.
 PY1206'SW. OF AND VISIBLE FROM THE NE. PARK ENTRANCE, ON THE HIGHEST POINT
 PY1206'OF ABIATHAR MT.
 PY1206'
 PY1206'TO REACH FROM THE PARK ENTRANCE, GO W. AND S. ALONG HIGHWAY 4.0 MI.
 PY1206'TO A NORMALLY DRY WATERCOURSE (CONCRETE CULVERT WITH LOG GUARDRAILS),
 PY1206'LEAVE CAR AND START UP N. SIDE OF DRAIN, BARE E. AWAY FROM DRAIN AND
 PY1206'WORK INTO FIRST MAJOR SIDE DRAINAGE, CROSS THIS TO STEEP GRASSY SLOPE
 PY1206'LEADING TO TOP OF RIDGE ABOVE MAIN DRAINAGE (ABOUT 30 MINUTES STEADY
 PY1206'CLIMBING), FOLLOW THIS OPEN RIDGE SE. TO POINT BELOW LARGE STEEP ROCK
 PY1206'OUTCROP, FOLLOW MORE OR LESS A CONTOUR LINE TO THE E. OR RIGHT AS YOU
 PY1206'CONTINUE TO DRAINAGE BOTTOM, CROSS CREEK AND WORK S. AND W. UP STEEP
 PY1206'TIMBERED RIDGE TO EDGE OF LARGE ROCK OUTCROPS, STAY RIGHT AROUND BASE
 PY1206'OF CLIFF ROCKS TO A POINT WHERE YOU CAN SEE LARGE CREVICE ENTRANCE
 PY1206'INTO SHEER WALL, MAKE YOUR WAY TO THIS ENTRANCE.  ABOUT 4 HOURS FROM
 PY1206'START.  THIS CREVICE REMAINS SNOWFILLED UNTIL MIDDLE AUGUST.  ENTER
 PY1206'CREVICE WHICH NOW APPEARS AS AN EXTREMELY STEEP DRAIN AND STAYING TO
 PY1206'LEFT WORK YOUR WAY TO A CREVICE CHIMNEY (ABOUT 20 FT. HIGH), CLIMB
 PY1206'CHIMNEY AND PROCEED ON FAIRLY GOOD GOING TO TOP.  FIVE MEN WITH
 PY1206'SURVEY EQUIPMENT REQUIRED 4 HOURS TO NEGOTIATE THIS PORTION.  THREE
 PY1206'MEN WITHOUT PACKS LATER MADE IT IN A 1-1/2 HOURS.  CAUTION SHOULD BE
 PY1206'EXERCISED ON THIS PORTION.
 PY1206'
 PY1206'STATION MARK--STANDARD ALUMINUM TALET, CEMENTED IN ROCK, STAMPED
 PY1206'---ABIATHAR 1953---.
 PY1206'
 PY1206'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1208 ***********************************************************************
 MO1208  DESIGNATION -  ABWG 1
 MO1208  PID         -  MO1208
 MO1208  STATE/COUNTY-  WY/LARAMIE
 MO1208  USGS QUAD   -  SILVER CROWN (1978)
 MO1208
 MO1208                         *CURRENT SURVEY CONTROL
 MO1208  ___________________________________________________________________
 MO1208* NAD 83(1993)-  41 14 31.74272(N)    105 00 05.87081(W)     ADJUSTED  
 MO1208* NAVD 88     -      2040.     (meters)    6693.     (feet)  SCALED    
 MO1208  ___________________________________________________________________
 MO1208  LAPLACE CORR-         -13.81  (seconds)                    DEFLEC99
 MO1208  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 MO1208
 MO1208  HORZ ORDER  -  THIRD
 MO1208
 MO1208.The horizontal coordinates were established by classical geodetic methods
 MO1208.and adjusted by the National Geodetic Survey in January 1997..
 MO1208
 MO1208.The orthometric height was scaled from a topographic map.
 MO1208
 MO1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1208
 MO1208.The geoid height was determined by GEOID03.
 MO1208
 MO1208;                    North         East     Units Scale Factor Converg.
 MO1208;SPC WY E     -    82,424.878   213,833.520   MT  0.99993985   +0 06 31.7
 MO1208;UTM  13      - 4,565,638.661   499,863.352   MT  0.99960000   -0 00 03.9
 MO1208
 MO1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1208!SPC WY E     -   0.99968245  x   0.99993985  =   0.99962232
 MO1208!UTM  13      -   0.99968245  x   0.99960000  =   0.99928258
 MO1208
 MO1208:                Primary Azimuth Mark                     Grid Az
 MO1208:SPC WY E     -  ANZAC                                    208 20 27.8
 MO1208:UTM  13      -  ANZAC                                    208 27 03.4
 MO1208
 MO1208|---------------------------------------------------------------------|
 MO1208| PID    Reference Object                     Distance      Geod. Az  |
 MO1208|                                                           dddmmss.s |
 MO1208| MO1210 ANZAC                               APPROX. 2.5 KM 2082659.5 |
 MO1208|---------------------------------------------------------------------|
 MO1208
 MO1208                          SUPERSEDED SURVEY CONTROL
 MO1208
 MO1208  NAD 83(1986)-  41 14 31.72668(N)    105 00 05.86827(W) AD(       ) 3
 MO1208  NAD 27      -  41 14 31.79953(N)    105 00 03.96649(W) AD(       ) 3
 MO1208
 MO1208.Superseded values are not recommended for survey control.
 MO1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1208.See file dsdata.txt to determine how the superseded data were derived.
 MO1208
 MO1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9986365639(NAD 83)
 MO1208_MARKER: DD = SURVEY DISK
 MO1208_SETTING: 0 = UNSPECIFIED SETTING
 MO1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1208
 MO1208  HISTORY     - Date     Condition        Report By
 MO1208  HISTORY     - 1947     MONUMENTED       USGS
 MO1208  HISTORY     - 1960     GOOD             USGS
 MO1208
 MO1208                          STATION DESCRIPTION
 MO1208
 MO1208'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1208'STATION LOCATED ON SECTION LINE BETWEEN SEC. 27 AND 28, T 15 N,
 MO1208'R 68 W, IN THE INTERSECTION OF OLD ABANDONED RANGE RD., ABOUT 0.75
 MO1208'MI. N. OF MAIN TRAVELED RD.
 MO1208'
 MO1208'TO REACH FROM CHEYENNE POST OFFICE, GO N. ON U.S. HIGHWAYS 87 AND 85
 MO1208'6.3 MI. TO A T-RD., TURN LEFT AND GO W. 9.2 MI. ALONG MAIN TRAVELED
 MO1208'RD. TO BEND W. AND RD. FORKS, GO N. THRU CATTLEGUARD AND CONTINUE NW.
 MO1208'UP VALLEY 1.3 MI. TO TOP OF RIDGE AND STATION.
 MO1208
 MO1208                          STATION RECOVERY (1960)
 MO1208
 MO1208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1208'STATION MARK--STANDARD TABLET, SET IN A CONCRETE POST, STAMPED
 MO1208'---ABWG-1 1947---.
 MO1208'
 MO1208'REFERENCE MARK NO. 1--1/2-IN. IRON PIPE, 61.88 FT. SSW. OF STATION.
 MO1208'
 MO1208'REFERENCE MARK NO. 2--1/2-IN. IRON PIPE, 66.08 FT. ESE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1114 ***********************************************************************
 MO1114  DESIGNATION -  ABWG 2
 MO1114  PID         -  MO1114
 MO1114  STATE/COUNTY-  WY/LARAMIE
 MO1114  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO1114
 MO1114                         *CURRENT SURVEY CONTROL
 MO1114  ___________________________________________________________________
 MO1114* NAD 83(1993)-  41 14 34.67608(N)    104 57 19.07041(W)     ADJUSTED  
 MO1114* NAVD 88     -      2001.     (meters)    6565.     (feet)  SCALED    
 MO1114  ___________________________________________________________________
 MO1114  LAPLACE CORR-         -12.98  (seconds)                    DEFLEC99
 MO1114  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 MO1114
 MO1114  HORZ ORDER  -  THIRD
 MO1114
 MO1114.The horizontal coordinates were established by classical geodetic methods
 MO1114.and adjusted by the National Geodetic Survey in January 1997..
 MO1114
 MO1114.The orthometric height was scaled from a topographic map.
 MO1114
 MO1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1114
 MO1114.The geoid height was determined by GEOID03.
 MO1114
 MO1114;                    North         East     Units Scale Factor Converg.
 MO1114;SPC WY E     -    82,523.775   217,717.031   MT  0.99994136   +0 08 21.6
 MO1114;UTM  13      - 4,565,730.080   503,745.723   MT  0.99960017   +0 01 46.1
 MO1114
 MO1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1114!SPC WY E     -   0.99968861  x   0.99994136  =   0.99962999
 MO1114!UTM  13      -   0.99968861  x   0.99960017  =   0.99928891
 MO1114
 MO1114:                Primary Azimuth Mark                     Grid Az
 MO1114:SPC WY E     -  WADILL RESET                             358 16 22.7
 MO1114:UTM  13      -  WADILL RESET                             358 22 58.2
 MO1114
 MO1114|---------------------------------------------------------------------|
 MO1114| PID    Reference Object                     Distance      Geod. Az  |
 MO1114|                                                           dddmmss.s |
 MO1114| MO1126 WADILL RESET                        APPROX. 1.2 KM 3582444.3 |
 MO1114|---------------------------------------------------------------------|
 MO1114
 MO1114                          SUPERSEDED SURVEY CONTROL
 MO1114
 MO1114  NAD 83(1986)-  41 14 34.66009(N)    104 57 19.06809(W) AD(       ) 3
 MO1114  NAD 27      -  41 14 34.73373(N)    104 57 17.17080(W) AD(       ) 3
 MO1114
 MO1114.Superseded values are not recommended for survey control.
 MO1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1114.See file dsdata.txt to determine how the superseded data were derived.
 MO1114
 MO1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0374665730(NAD 83)
 MO1114_MARKER: DD = SURVEY DISK
 MO1114_SETTING: 0 = UNSPECIFIED SETTING
 MO1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1114
 MO1114  HISTORY     - Date     Condition        Report By
 MO1114  HISTORY     - 1947     MONUMENTED       USGS
 MO1114  HISTORY     - 1960     GOOD             USGS
 MO1114
 MO1114                          STATION DESCRIPTION
 MO1114
 MO1114'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1114'STATION IS LOCATED NEAR CENTER OF SEC. 25, T 15 N, R 68 W, ON S. EDGE
 MO1114'OF RIDGE, ABOUT 1.0 MI. W. OF A RANCH HOUSE.
 MO1114'
 MO1114'TO REACH FROM CHEYENNE POST OFFICE, GO N. ON U.S. HIGHWAYS 87 AND 85
 MO1114'6.3 MI. TO A T-RD., TURN LEFT AND GO W. 3.9 MI., TURN RIGHT AND GO N.
 MO1114'0.9 MI., TURN LEFT AND GO NW. 1.8 MI. TO A RANCH HOUSE.  ABOUT 500 FT.
 MO1114'BEFORE REACHING THE RANCH HOUSE, TURN LEFT THRU WIRE GATE AND GO W. UP
 MO1114'RIDGE ON DIM RD. 0.7 MI., TURN RIGHT ON DIM RD. AND GO N. 0.3 MI.,
 MO1114'TURN LEFT AND GO ALONG RD. W. 0.5 MI.  STATION IS ABOUT 85 FT. S. OF
 MO1114'RD.
 MO1114
 MO1114                          STATION RECOVERY (1960)
 MO1114
 MO1114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1114'STATION MARK--STANDARD TABLET, SET IN A CONCRETE POST, STAMPED
 MO1114'---ABWG-2 1947---.
 MO1114'
 MO1114'REFERENCE MARK NO. 1--3/4-IN. IRON ROD, 59.02 FT. S. OF STATION.
 MO1114'
 MO1114'REFERENCE MARK NO. 2--3/4-IN. IRON ROD, 48.52 FT. E. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1127 ***********************************************************************
 MO1127  DESIGNATION -  ACCP 1
 MO1127  PID         -  MO1127
 MO1127  STATE/COUNTY-  WY/LARAMIE
 MO1127  USGS QUAD   -  FARTHING RANCH (1991)
 MO1127
 MO1127                         *CURRENT SURVEY CONTROL
 MO1127  ___________________________________________________________________
 MO1127* NAD 83(1993)-  41 15 01.33965(N)    104 54 24.77565(W)     ADJUSTED  
 MO1127* NAVD 88     -      1965.     (meters)    6447.     (feet)  SCALED    
 MO1127  ___________________________________________________________________
 MO1127  LAPLACE CORR-         -12.00  (seconds)                    DEFLEC99
 MO1127  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 MO1127
 MO1127  HORZ ORDER  -  THIRD
 MO1127
 MO1127.The horizontal coordinates were established by classical geodetic methods
 MO1127.and adjusted by the National Geodetic Survey in January 1997..
 MO1127
 MO1127.The orthometric height was scaled from a topographic map.
 MO1127
 MO1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1127
 MO1127.The geoid height was determined by GEOID03.
 MO1127
 MO1127;                    North         East     Units Scale Factor Converg.
 MO1127;SPC WY E     -    83,357.286   221,772.751   MT  0.99994333   +0 10 16.6
 MO1127;UTM  13      - 4,566,555.529   507,801.647   MT  0.99960075   +0 03 41.0
 MO1127
 MO1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1127!SPC WY E     -   0.99969430  x   0.99994333  =   0.99963765
 MO1127!UTM  13      -   0.99969430  x   0.99960075  =   0.99929517
 MO1127
 MO1127:                Primary Azimuth Mark                     Grid Az
 MO1127:SPC WY E     -  CATAWA                                   058 57 14.5
 MO1127:UTM  13      -  CATAWA                                   059 03 50.1
 MO1127
 MO1127|---------------------------------------------------------------------|
 MO1127| PID    Reference Object                     Distance      Geod. Az  |
 MO1127|                                                           dddmmss.s |
 MO1127| MO1120 CATAWA                              APPROX. 5.2 KM 0590731.1 |
 MO1127|---------------------------------------------------------------------|
 MO1127
 MO1127                          SUPERSEDED SURVEY CONTROL
 MO1127
 MO1127  NAD 83(1986)-  41 15 01.32370(N)    104 54 24.77357(W) AD(       ) 3
 MO1127  NAD 27      -  41 15 01.39746(N)    104 54 22.88005(W) AD(       ) 3
 MO1127
 MO1127.Superseded values are not recommended for survey control.
 MO1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1127.See file dsdata.txt to determine how the superseded data were derived.
 MO1127
 MO1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0780266556(NAD 83)
 MO1127_MARKER: DD = SURVEY DISK
 MO1127_SETTING: 0 = UNSPECIFIED SETTING
 MO1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1127
 MO1127  HISTORY     - Date     Condition        Report By
 MO1127  HISTORY     - 1947     MONUMENTED       USGS
 MO1127  HISTORY     - 1960     GOOD             USGS
 MO1127
 MO1127                          STATION DESCRIPTION
 MO1127
 MO1127'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1127'STATION IS LOCATED IN THE SE. CORNER OF SEC. 20, T 15 N, R 67 W.
 MO1127'
 MO1127'TO REACH FROM CHEYENNE POST OFFICE, GO N. ON U.S. HIGHWAYS 85 AND 87
 MO1127'6.3 MI. TO A T-RD., TURN LEFT AND GO W. 3.9 MI., TURN RIGHT AND GO N.
 MO1127'2.4 MI. ON MAIN TRAVELED RD. TO TOP OF RIDGE.  STATION IS 450 FT. W.
 MO1127'FROM CENTER OF RD., ON TOP OF RIDGE.
 MO1127
 MO1127                          STATION RECOVERY (1960)
 MO1127
 MO1127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1127'STATION MARK--STANDARD TABLET, SET IN A CONCRETE POST, STAMPED
 MO1127'---ACCP-1 1947---.
 MO1127'
 MO1127'REFERENCE MARK NO. 1--3/4-IN. IRON ROD, 45.27 FT. NW. OF STATION.
 MO1127'
 MO1127'REFERENCE MARK NO. 2--3/4-IN. IRON ROD, 30.39 FT. NE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1121 ***********************************************************************
 MO1121  DESIGNATION -  ACCP 2
 MO1121  PID         -  MO1121
 MO1121  STATE/COUNTY-  WY/LARAMIE
 MO1121  USGS QUAD   -  P O RANCH (1978)
 MO1121
 MO1121                         *CURRENT SURVEY CONTROL
 MO1121  ___________________________________________________________________
 MO1121* NAD 83(1993)-  41 15 19.54527(N)    104 52 02.05902(W)     ADJUSTED  
 MO1121* NAVD 88     -      1936.     (meters)    6352.     (feet)  SCALED    
 MO1121  ___________________________________________________________________
 MO1121  LAPLACE CORR-         -11.54  (seconds)                    DEFLEC99
 MO1121  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 MO1121
 MO1121  HORZ ORDER  -  THIRD
 MO1121
 MO1121.The horizontal coordinates were established by classical geodetic methods
 MO1121.and adjusted by the National Geodetic Survey in January 1997..
 MO1121
 MO1121.The orthometric height was scaled from a topographic map.
 MO1121
 MO1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1121
 MO1121.The geoid height was determined by GEOID03.
 MO1121
 MO1121;                    North         East     Units Scale Factor Converg.
 MO1121;SPC WY E     -    83,929.581   225,093.374   MT  0.99994525   +0 11 50.8
 MO1121;UTM  13      - 4,567,121.258   511,122.221   MT  0.99960152   +0 05 15.2
 MO1121
 MO1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1121!SPC WY E     -   0.99969888  x   0.99994525  =   0.99964415
 MO1121!UTM  13      -   0.99969888  x   0.99960152  =   0.99930052
 MO1121
 MO1121:                Primary Azimuth Mark                     Grid Az
 MO1121:SPC WY E     -  CATAWA                                   028 49 39.0
 MO1121:UTM  13      -  CATAWA                                   028 56 14.6
 MO1121
 MO1121|---------------------------------------------------------------------|
 MO1121| PID    Reference Object                     Distance      Geod. Az  |
 MO1121|                                                           dddmmss.s |
 MO1121| MO1120 CATAWA                              APPROX. 2.4 KM 0290129.8 |
 MO1121|---------------------------------------------------------------------|
 MO1121
 MO1121                          SUPERSEDED SURVEY CONTROL
 MO1121
 MO1121  NAD 83(1986)-  41 15 19.52937(N)    104 52 02.05713(W) AD(       ) 3
 MO1121  NAD 27      -  41 15 19.60366(N)    104 52 00.16712(W) AD(       ) 3
 MO1121
 MO1121.Superseded values are not recommended for survey control.
 MO1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1121.See file dsdata.txt to determine how the superseded data were derived.
 MO1121
 MO1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1112267121(NAD 83)
 MO1121_MARKER: DD = SURVEY DISK
 MO1121_SETTING: 0 = UNSPECIFIED SETTING
 MO1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1121
 MO1121  HISTORY     - Date     Condition        Report By
 MO1121  HISTORY     - 1947     MONUMENTED       USGS
 MO1121  HISTORY     - 1960     GOOD             USGS
 MO1121
 MO1121                          STATION DESCRIPTION
 MO1121
 MO1121'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1121'STATION IS LOCATED NEAR E. EDGE OF SEC. 22, T 15 N, R 67 W.
 MO1121'
 MO1121'TO REACH FROM CHEYENNE POST OFFICE, GO N. ON U.S. HIGHWAY 87 9.4 MI.
 MO1121'TO T-RD., TURN LEFT AND GO W. 2.1 MI. TO A FENCE CORNER AND SECTION
 MO1121'LINE N-S., TURN LEFT AND GO 0.5 MI. S. ON DIM RD. TO TOP OF RIDGE.
 MO1121'STATION IS 140 FT. W. OF RD., ON TOP OF RIDGE.
 MO1121
 MO1121                          STATION RECOVERY (1960)
 MO1121
 MO1121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1121'STATION MARK--STANDARD TABLET, SET IN A CONCRETE POST, STAMPED
 MO1121'---ACCP-2 1947---.
 MO1121'
 MO1121'REFERENCE MARK NO. 1--3/4-IN. IRON ROD, 41.64 FT. ESE. OF STATION.
 MO1121'
 MO1121'REFERENCE MARK NO. 2--3/4-IN. IRON ROD, 86.20 FT. NNW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0493 ***********************************************************************
 PW0493  DESIGNATION -  ACME
 PW0493  PID         -  PW0493
 PW0493  STATE/COUNTY-  WY/SHERIDAN
 PW0493  USGS QUAD   -  ACME (1978)
 PW0493
 PW0493                         *CURRENT SURVEY CONTROL
 PW0493  ___________________________________________________________________
 PW0493* NAD 83(1993)-  44 54 03.14986(N)    106 58 07.71138(W)     ADJUSTED  
 PW0493* NAVD 88     -      1145.73   (+/-2cm)    3758.9    (feet)  VERTCON   
 PW0493  ___________________________________________________________________
 PW0493  LAPLACE CORR-          -9.43  (seconds)                    DEFLEC99
 PW0493  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 PW0493
 PW0493  HORZ ORDER  -  FIRST
 PW0493  VERT ORDER  -  THIRD ? (See Below)
 PW0493
 PW0493.The horizontal coordinates were established by classical geodetic methods
 PW0493.and adjusted by the National Geodetic Survey in January 1997..
 PW0493
 PW0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0493.The vertical order pertains to the NGVD 29 superseded value.
 PW0493
 PW0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0493
 PW0493.The geoid height was determined by GEOID03.
 PW0493
 PW0493;                    North         East     Units Scale Factor Converg.
 PW0493;SPC WYEC     -   588,913.872   428,789.328   MT  0.99994769   +0 15 26.3
 PW0493;SPC MT       -    75,578.441   799,897.624   MT  1.00006093   +1 51 05.7
 PW0493;SPC MT       -   247,960.76  2,624,336.04   iFT  1.00006093   +1 51 05.7
 PW0493;UTM  13      - 4,973,824.482   344,560.284   MT  0.99989711   -1 23 24.1
 PW0493
 PW0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0493!SPC WYEC     -   0.99982253  x   0.99994769  =   0.99977023
 PW0493!SPC MT       -   0.99982253  x   1.00006093  =   0.99988345
 PW0493!UTM  13      -   0.99982253  x   0.99989711  =   0.99971966
 PW0493
 PW0493|---------------------------------------------------------------------|
 PW0493| PID    Reference Object                     Distance      Geod. Az  |
 PW0493|                                                           dddmmss.s |
 PW0493| CQ4482 ACME RM 1                            14.012 METERS 08027     |
 PW0493| CQ4483 ACME RM 2                            10.406 METERS 25149     |
 PW0493| CQ4481 ACME AZ MK                                         3273420.7 |
 PW0493|---------------------------------------------------------------------|
 PW0493
 PW0493                          SUPERSEDED SURVEY CONTROL
 PW0493
 PW0493  NAD 83(1986)-  44 54 03.13628(N)    106 58 07.68911(W) AD(       ) 1
 PW0493  NAD 27      -  44 54 03.23350(N)    106 58 05.44420(W) AD(       ) 1
 PW0493  NGVD 29 (07/19/86) 1145.03   (m)         3756.7    (f) LEVELING    3  
 PW0493
 PW0493.Superseded values are not recommended for survey control.
 PW0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0493.See file dsdata.txt to determine how the superseded data were derived.
 PW0493
 PW0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4456073824(NAD 83)
 PW0493_MARKER: DS = TRIANGULATION STATION DISK
 PW0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0493
 PW0493  HISTORY     - Date     Condition        Report By
 PW0493  HISTORY     - 1957     MONUMENTED       CGS
 PW0493  HISTORY     - 1966     GOOD             CGS
 PW0493
 PW0493                          STATION DESCRIPTION
 PW0493
 PW0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0493'STATION IS LOCATED ABOUT 7-1/4 MILES NORTH OF SHERIDAN, 4
 PW0493'MILES EAST OF KLEENBURN, 1/2 MILE EAST OF U.S. HIGHWAY 87
 PW0493'AND AT THE TOP OF A HILL NEAR A GATE LEADING INTO A PASTURE,
 PW0493'ON A STATE HIGHWAY RIGHT-OF-WAY.
 PW0493'
 PW0493'TO REACH FROM SHERIDAN, FROM THE POST OFFICE, GO WEST ONE
 PW0493'BLOCK TO MAIN STREET AND U.S. HIGHWAYS 14 AND 87, TURN RIGHT
 PW0493'AND FOLLOW HIGHWAYS 14 AND 87 NORTH FOR 7.25 MILES TO A ROAD
 PW0493'RIGHT AND A SIGN DECKER 12, TURN RIGHT ON SURFACED ROAD FOR
 PW0493'0.55 MILE TO THE TOP OF A HILL AND STATION ON RIGHT AT GATE
 PW0493'LEADING INTO PASTURE.
 PW0493'
 PW0493'STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 PW0493'THE TOP OF 10 INCH, SQUARE, CONCRETE POSTS.
 PW0493'
 PW0493'STATION MARKS ARE STAMPED ACME 1957.  THE SURFACE MARK PROJECTS
 PW0493'4 INCHES.  IT IS 70 FEET SOUTH OF THE CENTER OF THE STATE
 PW0493'HIGHWAY, 19 FEET WEST OF THE CENTER OF A TRACK ROAD AND
 PW0493'GATE, 7 FEET NORTHWEST OF THE WEST GATEPOST AND 4 FEET NORTH
 PW0493'OF A EAST-WEST PROPERTY LINE FENCE.  A 4 IN X 4 IN WHITE
 PW0493'WITNESS POST WAS SET 2 FEET WEST OF THE MARK.  THE UNDERGROUND
 PW0493'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 PW0493'GROUND SURFACE.
 PW0493'
 PW0493'REFERENCE MARK 1 PROJECTS 6 INCHES AND IS STAMPED ACME NO 1
 PW0493'1957.  IT IS 74 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 PW0493'25 FEET EAST OF THE CENTER OF THE TRACK ROAD AND GATE, 15
 PW0493'FEET EAST OF THE EAST GATEPOST AND 1 FOOT NORTH OF THE
 PW0493'EAST-WEST PROPERTY LINE FENCE.
 PW0493'
 PW0493'REFERENCE MARK 2 PROJECTS 6 INCHES AND IS STAMPED ACME NO 2
 PW0493'1957.  IT IS 73 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 PW0493'53 FEET WEST OF THE CENTER OF THE TRACK ROAD AND GATE, 40
 PW0493'FEET WEST OF THE WEST GATEPOST AND 1 FOOT NORTH OF THE
 PW0493'EAST-WEST PROPERTY LINE FENCE.
 PW0493'
 PW0493'THE AZIMUTH MARK IS REACHED FROM STATION BY GOING WEST ON THE
 PW0493'STATE HIGHWAY 0.2 MILE TO A TRACK ROAD AND GATE ON THE RIGHT,
 PW0493'TURN RIGHT, PASS THROUGH GATE AND FOLLOW TRACK ROAD NORTHERLY
 PW0493'FOR 0.25 MILE TO TOP OF HILL AND MARK ON LEFT.
 PW0493'
 PW0493'AZIMUTH MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 PW0493'IN OUTCROPPING BEDROCK PROJECTING 4 INCHES AND IS STAMPED
 PW0493'ACME 1957.  IT IS 180 FEET WEST OF A NORTH-SOUTH PROPERTY
 PW0493'LINE FENCE, 55 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 PW0493'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 4 FEET SOUTH OF THE
 PW0493'MARK.
 PW0493
 PW0493                          STATION RECOVERY (1966)
 PW0493
 PW0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 PW0493'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 PW0493'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 PW0493'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION
 PW0493'FOLLOWS.
 PW0493'
 PW0493'TO REACH THE STATION FROM THE POST OFFICE IN SHERIDAN, GO
 PW0493'WEST ONE BLOCK TO MAIN STREET.  TURN RIGHT AND GO NORTH ON
 PW0493'MAIN STREET FOR 3.05 MILES TO WYOMING 1706 SECONDARY ROAD
 PW0493'AND SIGN DECKER.  TURN LEFT AND GO NORTH ON WYOMING 1706
 PW0493'SECONDARY ROAD FOR 5.95 MILES (PASSING BY THE OPEN COAL
 PW0493'MINE PIT) TO THE STATION ON THE LEFT.  IT IS 66.5 FEET WEST
 PW0493'OF THE CENTER OF HIGHWAY, 8.0 FEET SOUTHWEST OF A CONCRETE
 PW0493'POST AND 8.0 FEET EAST OF A NORTH-SOUTH FENCELINE.
 PW0493'
 PW0493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES
 PW0493'NORTH OF SHERIDAN, 5.0 MILES SOUTH OF THE MONTANA AND WYOMING
 PW0493'STATE LINE AND ABOUT 1.5 MILES NORTHEAST OF AN OPEN COAL PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0234 ***********************************************************************
 NS0234  DESIGNATION -  ACORN
 NS0234  PID         -  NS0234
 NS0234  STATE/COUNTY-  WY/FREMONT
 NS0234  USGS QUAD   -  ANDERSON RIDGE (1991)
 NS0234
 NS0234                         *CURRENT SURVEY CONTROL
 NS0234  ___________________________________________________________________
 NS0234* NAD 83(1993)-  42 24 56.31562(N)    108 58 44.02469(W)     ADJUSTED  
 NS0234* NAVD 88     -      2436.3    (meters)    7993.     (feet)  VERTCON   
 NS0234  ___________________________________________________________________
 NS0234  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 NS0234  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 NS0234
 NS0234  HORZ ORDER  -  THIRD
 NS0234
 NS0234.The horizontal coordinates were established by classical geodetic methods
 NS0234.and adjusted by the National Geodetic Survey in January 1997..
 NS0234
 NS0234.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0234
 NS0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0234
 NS0234.The geoid height was determined by GEOID03.
 NS0234
 NS0234;                    North         East     Units Scale Factor Converg.
 NS0234;SPC WYWC     -   212,768.750   581,160.898   MT  0.99994187   -0 09 15.8
 NS0234;UTM  12      - 4,697,905.031   666,292.533   MT  0.99994025   +1 21 48.8
 NS0234
 NS0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0234!SPC WYWC     -   0.99961991  x   0.99994187  =   0.99956180
 NS0234!UTM  12      -   0.99961991  x   0.99994025  =   0.99956018
 NS0234
 NS0234:                Primary Azimuth Mark                     Grid Az
 NS0234:SPC WYWC     -  SKULL                                    277 37 04.0
 NS0234:UTM  12      -  SKULL                                    276 05 59.4
 NS0234
 NS0234|---------------------------------------------------------------------|
 NS0234| PID    Reference Object                     Distance      Geod. Az  |
 NS0234|                                                           dddmmss.s |
 NS0234| NS0284 SKULL                               APPROX. 4.0 KM 2772748.2 |
 NS0234|---------------------------------------------------------------------|
 NS0234
 NS0234                          SUPERSEDED SURVEY CONTROL
 NS0234
 NS0234  NAD 83(1986)-  42 24 56.29854(N)    108 58 44.02332(W) AD(       ) 3
 NS0234  NAD 27      -  42 24 56.46322(N)    108 58 41.60179(W) AD(       ) 3
 NS0234  NGVD 29 (07/19/86) 2435.0    (m)         7989.     (f) VERT ANG       
 NS0234
 NS0234.Superseded values are not recommended for survey control.
 NS0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0234.See file dsdata.txt to determine how the superseded data were derived.
 NS0234
 NS0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM6629397905(NAD 83)
 NS0234_MARKER: DD = SURVEY DISK
 NS0234_SETTING: 66 = SET IN ROCK OUTCROP
 NS0234
 NS0234  HISTORY     - Date     Condition        Report By
 NS0234  HISTORY     - 1951     MONUMENTED       USGS
 NS0234  HISTORY     - 1957     GOOD             USGS
 NS0234
 NS0234                          STATION DESCRIPTION
 NS0234
 NS0234'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (GMB)
 NS0234'LOCATED ABOUT 7.0 MI. AIRLINE SW. OF NEW SOUTH PASS, WYOMING AND ABOUT
 NS0234'0.5 MI. S. OF THE SWEETWATER RIVER IN SEC. 10,  T. 28 N., R. 102 W.,
 NS0234'ON A HIGH BARE TOP.
 NS0234'
 NS0234'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 28 AND THE SWEETWATER RIVER
 NS0234'S. OF NEW SOUTH PASS,WYOMING,PROCEED S.ON U.S. HIGHWAY 28 FOR 0.8 MI.
 NS0234'TO A RD. W. FROM HIGHWAY,TURN RIGHT FROM HIGHWAY, PROCEED ALONG MAIN
 NS0234'TRAVELED RD. FOR 4.9 MI., TURN RIGHT N. AND LEAVE RD. CROSS COUNTRY N.
 NS0234'TO BASE OF MOUNTAIN AND END OF TRUCK TRAVEL.  PACK N. UP MOUNTAIN TO
 NS0234'HIGHEST PART AND STATION SITE.  A 15 MINUTE PACK.
 NS0234'
 NS0234'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION BY G.M. BARKER,
 NS0234'1957 AS DIRECTED BY A.T. WILLIAMS 1951.
 NS0234'
 NS0234'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK OUTCROP,
 NS0234'STAMPED ---ACORN 1951---.
 NS0234'
 NS0234'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET CEMENTED INTO SOLID
 NS0234'ROCK OUTCROP, STAMPED ---ACORN NO. 1 1951,--- 47.53 FT. FROM STATION,
 NS0234'N 22 DEG 40 MIN W.
 NS0234'
 NS0234'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET CEMENTED INTO
 NS0234'SOLID ROCK OUTCROP, STAMPED, ---ACORN NO.2 1951,--- 64.45 FT. FROM
 NS0234'STATION, S 82 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0303 ***********************************************************************
 OW0303  DESIGNATION -  ADAM
 OW0303  PID         -  OW0303
 OW0303  STATE/COUNTY-  WY/HOT SPRINGS
 OW0303  USGS QUAD   -  ADAM WEISS PEAK (1956)
 OW0303
 OW0303                         *CURRENT SURVEY CONTROL
 OW0303  ___________________________________________________________________
 OW0303* NAD 83(1993)-  43 53 07.32799(N)    108 45 56.60228(W)     ADJUSTED  
 OW0303* NAVD 88     -      2209.8    (meters)    7250.     (feet)  VERTCON   
 OW0303  ___________________________________________________________________
 OW0303  LAPLACE CORR-         -15.57  (seconds)                    DEFLEC99
 OW0303  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 OW0303
 OW0303  HORZ ORDER  -  THIRD
 OW0303
 OW0303.The horizontal coordinates were established by classical geodetic methods
 OW0303.and adjusted by the National Geodetic Survey in January 1997..
 OW0303
 OW0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0303
 OW0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0303
 OW0303.The geoid height was determined by GEOID03.
 OW0303
 OW0303;                    North         East     Units Scale Factor Converg.
 OW0303;SPC WYWC     -   376,013.444   598,736.583   MT  0.99993752   -0 00 39.2
 OW0303;UTM  12      - 4,861,567.626   679,477.550   MT  0.99999621   +1 32 57.3
 OW0303
 OW0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0303!SPC WYWC     -   0.99965537  x   0.99993752  =   0.99959291
 OW0303!UTM  12      -   0.99965537  x   0.99999621  =   0.99965158
 OW0303
 OW0303:                Primary Azimuth Mark                     Grid Az
 OW0303:SPC WYWC     -  DIPPER                                   274 59 48.1
 OW0303:UTM  12      -  DIPPER                                   273 26 11.6
 OW0303
 OW0303|---------------------------------------------------------------------|
 OW0303| PID    Reference Object                     Distance      Geod. Az  |
 OW0303|                                                           dddmmss.s |
 OW0303| OW0305 DIPPER                              APPROX. 9.7 KM 2745908.9 |
 OW0303|---------------------------------------------------------------------|
 OW0303
 OW0303                          SUPERSEDED SURVEY CONTROL
 OW0303
 OW0303  NAD 83(1986)-  43 53 07.31688(N)    108 45 56.59510(W) AD(       ) 3
 OW0303  NAD 27      -  43 53 07.47987(N)    108 45 54.14032(W) AD(       ) 3
 OW0303  NGVD 29 (07/19/86) 2208.7    (m)         7246.     (f) VERT ANG       
 OW0303
 OW0303.Superseded values are not recommended for survey control.
 OW0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0303.See file dsdata.txt to determine how the superseded data were derived.
 OW0303
 OW0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7947861568(NAD 83)
 OW0303_MARKER: DD = SURVEY DISK
 OW0303_SETTING: 66 = SET IN ROCK OUTCROP
 OW0303_SP_SET: SET IN ROCK OUTCROP
 OW0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0303+STABILITY: POSITION/ELEVATION WELL
 OW0303
 OW0303  HISTORY     - Date     Condition        Report By
 OW0303  HISTORY     - 1954     MONUMENTED       USGS
 OW0303
 OW0303                          STATION DESCRIPTION
 OW0303
 OW0303'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0303'THE STATION LOCATED APROXIMATELY 20 MI. AIR SSE. OF MEETEETSE, WYOMING
 OW0303'APPROXIMATELY 3 MI.SE. OF THE L.U. RANCH WHICH IS ON GRASS CREEK, ON A
 OW0303'LOW V- SHAPED HILL KNOWN LOCALLY AS ---ADAM WISE BUTTE---, IN SEC.8
 OW0303'T.45 N. R.99 W.
 OW0303'
 OW0303'TO REACH FROM THE POST OFFICE AT MEETEETSE, GO SE. ON STATE HIGHWAY
 OW0303'120 18.2 MI., AND RIGHT S. ON AN OILED RD. 4.8 MI. TO GRASS CREEK
 OW0303'WYOMING. GO W. AND SW. ON AN ALTERNATELY OILED AND GRADED DIRT RD.,
 OW0303'WHICH CLOSELY FOLLOWS THE MAIN BRANCH OF GRASS CREEK 7.6 MI. TO A
 OW0303'CATTLEGUARD APPROXIMATELY 0.25 MI. NE. OF THE L.U. RANCH BUILDINGS,
 OW0303'AND GO LEFT SE. ON A TRACK RD. WHICH LEADS TO CREST OF RIDGE AND S.
 OW0303'ALONG THE RIDGE TO ---ADAM WISE BUTTE--- AND STATION.  TOTAL DISTANCE
 OW0303'ON THE TRACK RD. IS 2.9 MI.
 OW0303'
 OW0303'STATION MARK - STANDARD TABLET STAMPED ---ADAM 1954 VABM 7248---
 OW0303'CEMENTED IN ROCK.
 OW0303'
 OW0303'REFERENCE MARK NO.1 - STANDARD TABLET STAMPED ---ADAM  1954 R M 1---
 OW0303'CEMENTED IN A LARGE BOULDER 54.65 FT. FROM STATION MARK,
 OW0303'S 35 DEG 16 MIN E.
 OW0303'
 OW0303'REFERENCE MARK NO.2 - A 1/2 INCH STEEL ROD DRIVEN INTO ROCK AND
 OW0303'CEMENTED 35.28 FT., N 62 DEG 09 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1251 ***********************************************************************
 MO1251  DESIGNATION -  ADAR
 MO1251  PID         -  MO1251
 MO1251  STATE/COUNTY-  WY/ALBANY
 MO1251  USGS QUAD   -  PILOT HILL (1992)
 MO1251
 MO1251                         *CURRENT SURVEY CONTROL
 MO1251  ___________________________________________________________________
 MO1251* NAD 83(1993)-  41 22 17.93884(N)    105 29 54.48308(W)     ADJUSTED  
 MO1251* NAVD 88     -      2510.9    (meters)    8238.     (feet)  VERTCON   
 MO1251  ___________________________________________________________________
 MO1251  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 MO1251  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 MO1251
 MO1251  HORZ ORDER  -  THIRD
 MO1251
 MO1251.The horizontal coordinates were established by classical geodetic methods
 MO1251.and adjusted by the National Geodetic Survey in January 1997..
 MO1251
 MO1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1251
 MO1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1251
 MO1251.The geoid height was determined by GEOID03.
 MO1251
 MO1251;                    North         East     Units Scale Factor Converg.
 MO1251;SPC WY E     -    96,846.095   172,242.985   MT  0.99994698   -0 13 09.5
 MO1251;UTM  13      - 4,580,134.887   458,314.414   MT  0.99962138   -0 19 46.1
 MO1251
 MO1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1251!SPC WY E     -   0.99960813  x   0.99994698  =   0.99955513
 MO1251!UTM  13      -   0.99960813  x   0.99962138  =   0.99922966
 MO1251
 MO1251:                Primary Azimuth Mark                     Grid Az
 MO1251:SPC WY E     -  QUARTZITE 2                              028 20 59.7
 MO1251:UTM  13      -  QUARTZITE 2                              028 27 36.3
 MO1251
 MO1251|---------------------------------------------------------------------|
 MO1251| PID    Reference Object                     Distance      Geod. Az  |
 MO1251|                                                           dddmmss.s |
 MO1251| MO1254 QUARTZITE 2                         APPROX. 6.8 KM 0280750.2 |
 MO1251|---------------------------------------------------------------------|
 MO1251
 MO1251                          SUPERSEDED SURVEY CONTROL
 MO1251
 MO1251  NAD 83(1986)-  41 22 17.92392(N)    105 29 54.48055(W) AD(       ) 3
 MO1251  NAD 27      -  41 22 18.00418(N)    105 29 52.53295(W) AD(       ) 3
 MO1251  NGVD 29 (07/19/86) 2509.8    (m)         8234.     (f) VERT ANG       
 MO1251
 MO1251.Superseded values are not recommended for survey control.
 MO1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1251.See file dsdata.txt to determine how the superseded data were derived.
 MO1251
 MO1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5831480135(NAD 83)
 MO1251_MARKER: DD = SURVEY DISK
 MO1251_SETTING: 66 = SET IN ROCK OUTCROP
 MO1251_SP_SET: SET IN A ROCK LEDGE
 MO1251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1251+STABILITY: POSITION/ELEVATION WELL
 MO1251
 MO1251  HISTORY     - Date     Condition        Report By
 MO1251  HISTORY     - 1947     MONUMENTED       USGS
 MO1251
 MO1251                          STATION DESCRIPTION
 MO1251
 MO1251'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1251'STATION IS LOCATED IN SEC. 8, T 16 N, R 72 W, ON TOP OF KNOLL, ON
 MO1251'PROMINENT RIDGE.
 MO1251'
 MO1251'TO REACH FROM LARAMIE POST OFFICE, GO 1.8 MI. E. ON IVINSON AVE. TO
 MO1251'NINTH STREET, THENCE N. TO SIDE RD., TURN RIGHT (E.) AND GO 6.1 MI.
 MO1251'TO SUMMIT AND CROSSROAD, THEN LEFT (N.) AND GO 1.8 MI. TO END OF RD.
 MO1251'ON RIDGE, CONTINUE ALONG RIDGE TOP 0.7 MI. TO KNOLL AND STATION.
 MO1251'
 MO1251'STATION MARK--STANDARD TABLET, SET IN LEDGE ROCK AND STAMPED ---ADAR
 MO1251'1947---.
 MO1251'
 MO1251'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN LEDGE ROCK,
 MO1251'118.8 FT. DISTANCE, N 25 DEG 04 MIN W.
 MO1251'
 MO1251'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN LEDGE ROCK,
 MO1251'45.7 FT. DISTANCE, S 76 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0659 ***********************************************************************
 NT0659  DESIGNATION -  AFTON LATTER DAY SAINTS CHURCH
 NT0659  PID         -  NT0659
 NT0659  STATE/COUNTY-  WY/LINCOLN
 NT0659  USGS QUAD   -  AFTON (1980)
 NT0659
 NT0659                         *CURRENT SURVEY CONTROL
 NT0659  ___________________________________________________________________
 NT0659* NAD 83(1993)-  42 43 44.04822(N)    110 55 19.51551(W)     ADJUSTED  
 NT0659* NAVD 88     -                                                        
 NT0659  ___________________________________________________________________
 NT0659  LAPLACE CORR-          12.61  (seconds)                    DEFLEC99
 NT0659  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 NT0659
 NT0659  HORZ ORDER  -  THIRD
 NT0659
 NT0659.The horizontal coordinates were established by classical geodetic methods
 NT0659.and adjusted by the National Geodetic Survey in July 1992..
 NT0659
 NT0659
 NT0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0659
 NT0659.The geoid height was determined by GEOID03.
 NT0659
 NT0659;                    North         East     Units Scale Factor Converg.
 NT0659;SPC WY W     -   347,880.545   731,311.346   MT  0.99999553   -0 34 08.9
 NT0659;SPC ID E     -   118,735.069   301,924.483   MT  1.00007513   +0 50 40.4
 NT0659;SPC UT N     - 1,266,230.493   547,343.601   MT  1.00029103   +0 22 51.8
 NT0659;UTM  12      - 4,730,713.514   506,378.356   MT  0.99960050   +0 03 10.3
 NT0659
 NT0659                          SUPERSEDED SURVEY CONTROL
 NT0659
 NT0659  NAD 83(1986)-  42 43 44.03657(N)    110 55 19.50606(W) AD(       ) 4
 NT0659  NAD 27      -  42 43 44.28000(N)    110 55 16.76000(W) AD(       ) 3
 NT0659
 NT0659.Superseded values are not recommended for survey control.
 NT0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0659.See file dsdata.txt to determine how the superseded data were derived.
 NT0659
 NT0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN0637830714(NAD 83)
 NT0659_MARKER: 90 = CHURCH SPIRE
 NT0659
 NT0659  HISTORY     - Date     Condition        Report By
 NT0659  HISTORY     - 1946     FIRST OBSERVED   CGS
 NT0659
 NT0659                          STATION DESCRIPTION
 NT0659
 NT0659'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0148 ***********************************************************************
 NS0148  DESIGNATION -  AGATE
 NS0148  PID         -  NS0148
 NS0148  STATE/COUNTY-  WY/FREMONT
 NS0148  USGS QUAD   -  BLUE GULCH (1953)
 NS0148
 NS0148                         *CURRENT SURVEY CONTROL
 NS0148  ___________________________________________________________________
 NS0148* NAD 83(1993)-  42 47 57.93451(N)    108 00 47.32032(W)     ADJUSTED  
 NS0148* NAVD 88     -      1905.6    (meters)    6252.     (feet)  VERTCON   
 NS0148  ___________________________________________________________________
 NS0148  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 NS0148  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NS0148
 NS0148  HORZ ORDER  -  THIRD
 NS0148
 NS0148.The horizontal coordinates were established by classical geodetic methods
 NS0148.and adjusted by the National Geodetic Survey in January 1997..
 NS0148
 NS0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0148
 NS0148.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0148
 NS0148.The geoid height was determined by GEOID03.
 NS0148
 NS0148;                    North         East     Units Scale Factor Converg.
 NS0148;SPC WYWC     -   255,636.624   660,275.336   MT  0.99998218   +0 30 02.4
 NS0148;UTM  12      - 4,742,869.481   744,252.708   MT  1.00033403   +2 01 49.3
 NS0148;UTM  13      - 4,742,946.037   253,597.327   MT  1.00034701   -2 02 53.7
 NS0148
 NS0148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0148!SPC WYWC     -   0.99970331  x   0.99998218  =   0.99968550
 NS0148!UTM  12      -   0.99970331  x   1.00033403  =   1.00003724
 NS0148!UTM  13      -   0.99970331  x   1.00034701  =   1.00005022
 NS0148
 NS0148:                Primary Azimuth Mark                     Grid Az
 NS0148:SPC WYWC     -  CONANT                                   342 52 14.8
 NS0148:UTM  12      -  CONANT                                   341 20 27.9
 NS0148:UTM  13      -  CONANT                                   345 25 10.9
 NS0148
 NS0148|---------------------------------------------------------------------|
 NS0148| PID    Reference Object                     Distance      Geod. Az  |
 NS0148|                                                           dddmmss.s |
 NS0148| NS0145 CONANT                              APPROX.11.4 KM 3432217.2 |
 NS0148|---------------------------------------------------------------------|
 NS0148
 NS0148                          SUPERSEDED SURVEY CONTROL
 NS0148
 NS0148  NAD 83(1986)-  42 47 57.92071(N)    108 00 47.32342(W) AD(       ) 3
 NS0148  NAD 27      -  42 47 58.07301(N)    108 00 45.00749(W) AD(       ) 3
 NS0148  NGVD 29 (07/19/86) 1904.5    (m)         6248.     (f) VERT ANG       
 NS0148
 NS0148.Superseded values are not recommended for survey control.
 NS0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0148.See file dsdata.txt to determine how the superseded data were derived.
 NS0148
 NS0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN4425342869(NAD 83)
 NS0148_MARKER: DD = SURVEY DISK
 NS0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NS0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0148+STABILITY: SURFACE MOTION
 NS0148
 NS0148  HISTORY     - Date     Condition        Report By
 NS0148  HISTORY     - 1950     MONUMENTED       USGS
 NS0148
 NS0148                          STATION DESCRIPTION
 NS0148
 NS0148'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0148'LOCATED ABOUT 17 MI. S. AND 19 MI. E. OF RIVERTON, ON THE SOUTHERN
 NS0148'EXTREMITY OF A N-S. RIDGE IN THE NW. 1/4 OF SEC. 32, T 33 N, R 93 W.
 NS0148'
 NS0148'TO REACH FROM RIVERTON POST OFFICE, DRIVE E. ON U.S. HIGHWAY 320 FOR
 NS0148'THREE (3) BLOCKS, TURN RIGHT (S.) ALONG U.S. HIGHWAY 320 FOR 1.15 MI.
 NS0148'TO Y-FORK JUST BEYOND BRIDGE OVER WIND RIVER, TURN LEFT (SE.) ONTO
 NS0148'SANDRAW RD. FOR 21.8 MI. TO THE VILLAGE OF SANDRAW, THENCE CONTINUE
 NS0148'E. FROM SANDRAW ALONG THE NORTHERN UTILITIES GAS LINE MAINTAINENCE
 NS0148'RD. 12.1 MI. TO A TRAIL RD. FORK S., TURN RIGHT (S.) ALONG WELL
 NS0148'DEFINED TRAIL-RD. FOR 2.5 MI. TO SOUTHERN EXTREMITY OF N-S. RIDGE
 NS0148'AND STATION.  STATION LIES 30 FT. E. OF TRAIL-RD.
 NS0148'
 NS0148'STATION MARK--STANDARD TABLET STAMPED ---WR AGATE 1950---, SET IN
 NS0148'TOP OF 6 IN. X 6 IN. CONCRETE POST PROJECTING 6 IN. ABOVE GROUND.
 NS0148'
 NS0148'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0509 ***********************************************************************
 NR0509  DESIGNATION -  AGMRR 1
 NR0509  PID         -  NR0509
 NR0509  STATE/COUNTY-  WY/NATRONA
 NR0509  USGS QUAD   -  OIL MOUNTAIN (1984)
 NR0509
 NR0509                         *CURRENT SURVEY CONTROL
 NR0509  ___________________________________________________________________
 NR0509* NAD 83(1993)-  42 51 28.92793(N)    106 44 54.54062(W)     ADJUSTED  
 NR0509* NAVD 88     -      1798.9    (meters)    5902.     (feet)  VERTCON   
 NR0509  ___________________________________________________________________
 NR0509  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 NR0509  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 NR0509
 NR0509  HORZ ORDER  -  THIRD
 NR0509
 NR0509.The horizontal coordinates were established by classical geodetic methods
 NR0509.and adjusted by the National Geodetic Survey in January 1997..
 NR0509
 NR0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0509
 NR0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0509
 NR0509.The geoid height was determined by GEOID03.
 NR0509
 NR0509;                    North         East     Units Scale Factor Converg.
 NR0509;SPC WYEC     -   362,049.667   447,795.942   MT  0.99996559   +0 23 52.1
 NR0509;UTM  13      - 4,746,532.844   357,154.630   MT  0.99985103   -1 11 22.2
 NR0509
 NR0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0509!SPC WYEC     -   0.99972001  x   0.99996559  =   0.99968561
 NR0509!UTM  13      -   0.99972001  x   0.99985103  =   0.99957108
 NR0509
 NR0509:                Primary Azimuth Mark                     Grid Az
 NR0509:SPC WYEC     -  REEF                                     070 18 02.4
 NR0509:UTM  13      -  REEF                                     071 53 16.7
 NR0509
 NR0509|---------------------------------------------------------------------|
 NR0509| PID    Reference Object                     Distance      Geod. Az  |
 NR0509|                                                           dddmmss.s |
 NR0509| NR0393 REEF                                APPROX.11.7 KM 0704154.5 |
 NR0509|---------------------------------------------------------------------|
 NR0509
 NR0509                          SUPERSEDED SURVEY CONTROL
 NR0509
 NR0509  NAD 83(1986)-  42 51 28.91472(N)    106 44 54.51374(W) AD(       ) 3
 NR0509  NGVD 29 (09/08/93) 1798.0    (m)         5899.     (f) VERT ANG       
 NR0509
 NR0509.Superseded values are not recommended for survey control.
 NR0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0509.See file dsdata.txt to determine how the superseded data were derived.
 NR0509
 NR0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH5715546533(NAD 83)
 NR0509_MARKER: DD = SURVEY DISK
 NR0509_SETTING: 0 = UNSPECIFIED SETTING
 NR0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0509
 NR0509  HISTORY     - Date     Condition        Report By
 NR0509  HISTORY     - 1948     MONUMENTED       USGS
 NR0509
 NR0509                          STATION DESCRIPTION
 NR0509
 NR0509'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0509'LOCATED ABOUT 23 MI. W.NW. OF CASPER, IN THE VICINITY OF POISON
 NR0509'SPIDER, WYOMING.
 NR0509'
 NR0509'TO REACH FROM WYOMING STANDARD SCHOOL BUILDING IN POISON SPIDER, GO
 NR0509'N.NE. CROSS COUNTRY 3000 FT. TO HIGHEST POINT OF E-W. RIDGE, 145 FT.
 NR0509'N. OF FENCE LINE.
 NR0509'
 NR0509'STATION MARK--STANDARD CAP SET IN CONCRETE POST, STAMPED---AGMRR-1
 NR0509'1948---, PROJECTING 10 IN. ABOVE GROUND.  STAMPED---V.A.B.M. 5892
 NR0509'FT.---.
 NR0509'
 NR0509'REFERENCE MARK NO. 1--STANDARD COPPER NAIL AND WASHER IN CONCRETE POST
 NR0509'PROJECTING 4 IN. AND IS 48 FT. W.NW. OF STATION N 73 DEGREES
 NR0509'O2 MINUTES SE.
 NR0509'
 NR0509'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER IN CONCRETE POST
 NR0509'PROJECTING 5 IN. AND IS 145 FT. S. OF STATION IN FENCE LINE IN TRUE
 NR0509'AZIMUTH 358 DEGREES 53 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0389 ***********************************************************************
 OU0389  DESIGNATION -  AIDE
 OU0389  PID         -  OU0389
 OU0389  STATE/COUNTY-  WY/CAMPBELL
 OU0389  USGS QUAD   -  PINEY CANYON NW (1971)
 OU0389
 OU0389                         *CURRENT SURVEY CONTROL
 OU0389  ___________________________________________________________________
 OU0389* NAD 83(1993)-  43 44 43.10284(N)    105 11 48.59764(W)     ADJUSTED  
 OU0389* NAVD 88     -      1504.4    (meters)    4936.     (feet)  VERTCON   
 OU0389  ___________________________________________________________________
 OU0389  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 OU0389  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 OU0389
 OU0389  HORZ ORDER  -  FIRST
 OU0389
 OU0389.The horizontal coordinates were established by classical geodetic methods
 OU0389.and adjusted by the National Geodetic Survey in January 1997..
 OU0389
 OU0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0389
 OU0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0389
 OU0389.The geoid height was determined by GEOID03.
 OU0389
 OU0389;                    North         East     Units Scale Factor Converg.
 OU0389;SPC WY E     -   360,452.581   197,570.325   MT  0.99993757   -0 01 15.1
 OU0389;UTM  13      - 4,843,604.033   484,151.763   MT  0.99960309   -0 08 10.0
 OU0389
 OU0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0389!SPC WY E     -   0.99976650  x   0.99993757  =   0.99970408
 OU0389!UTM  13      -   0.99976650  x   0.99960309  =   0.99936968
 OU0389
 OU0389:                Primary Azimuth Mark                     Grid Az
 OU0389:SPC WY E     -  AIDE AZ MK                               083 56 47.1
 OU0389:UTM  13      -  AIDE AZ MK                               084 03 42.0
 OU0389
 OU0389|---------------------------------------------------------------------|
 OU0389| PID    Reference Object                     Distance      Geod. Az  |
 OU0389|                                                           dddmmss.s |
 OU0389| CP9462 AIDE AZ MK                                         0835532.0 |
 OU0389| CP9463 AIDE RM 1                            12.790 METERS 11406     |
 OU0389| CP9464 AIDE RM 2                             7.971 METERS 23109     |
 OU0389|---------------------------------------------------------------------|
 OU0389
 OU0389                          SUPERSEDED SURVEY CONTROL
 OU0389
 OU0389  NAD 83(1986)-  43 44 43.08287(N)    105 11 48.56979(W) AD(       ) 1
 OU0389  NAD 27      -  43 44 43.18300(N)    105 11 46.64500(W) AD(       ) 1
 OU0389  NGVD 29 (07/19/86) 1503.6    (m)         4933.     (f) VERT ANG       
 OU0389
 OU0389.Superseded values are not recommended for survey control.
 OU0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0389.See file dsdata.txt to determine how the superseded data were derived.
 OU0389
 OU0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ8415243604(NAD 83)
 OU0389_MARKER: DS = TRIANGULATION STATION DISK
 OU0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0389
 OU0389  HISTORY     - Date     Condition        Report By
 OU0389  HISTORY     - 1955     MONUMENTED       CGS
 OU0389  HISTORY     - 1962     GOOD             USFS
 OU0389
 OU0389                          STATION DESCRIPTION
 OU0389
 OU0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0389'THE STATION IS LOCATED ABOUT 40 MILES SOUTHEAST OF GILLETTE,
 OU0389'ABOUT 14 MILES NORTHEAST OF THE OLD WRIGHT POST OFFICE AND ABOUT
 OU0389'5 MILES EAST OF J.A. JACOBS RANCH BUILDINGS.
 OU0389'
 OU0389'TO REACH THE STATION FROM THE GILLETTE POST OFFICE, GO EAST ON
 OU0389'EAST THIRD STREET 0.45 MILE TO STATE HIGHWAY 59.  TURN RIGHT,
 OU0389'SOUTH, ON HIGHWAY 59 FOR 24.4 MILES TO THE BRIDGE OVER THE BELLE
 OU0389'FOURCHE RIVER.  CONTINUE SOUTH FOR 5.2 MILES TO A SIDE ROAD
 OU0389'LEFT.  TURN LEFT, EAST, FOR 4.7 MILES TO A CROSS ROAD.  TURN
 OU0389'RIGHT AND GO SOUTH 2.1 MILES TO A T ROAD LEFT JUST AFTER
 OU0389'CROSSING A CATTLE GUARD.  TURN LEFT AND GO EAST AND SOUTHEAST
 OU0389'ON GRADED ROAD 4.5 MILES TO A T ROAD RIGHT AND SIGN J.A.
 OU0389'JACOBS 3 MI.  TURN RIGHT AND GO SOUTH AND EAST FOR 4.2 MILES
 OU0389'TO A T INTERSECTION.  TURN LEFT, EAST, GO 2.1 MILES TO C.L.
 OU0389'STRINGERS MAILBOX ON THE LEFT.  CONTINUE STRIGHT AHEAD, EAST,
 OU0389'ON TRACK ROAD (MAIN ROAD TURNS SOUTHEAST AT THIS POINT) 0.5
 OU0389'MILE TO A ROAD FORK.  TAKE CENTER ROAD, ACROSS DRAW, 0.6
 OU0389'MILE TO A GATE.  GO THRU GATE AND CONTINUE ON TRACK ROAD FOR
 OU0389'1.2 MILES TO HIGHEST POINT OF HILL AND STATION 200 FEET NORTH
 OU0389'OF THE ROAD.  TO REACH AZIMUTH MARK CONTINUE EAST FOR
 OU0389'0.5 MILE TO A GATE AND MARK 40 FEET WEST OF THE ROAD.
 OU0389'
 OU0389'STATION MARKS ARE STANDARD DISKS STAMPED AIDE 1955.  THE SURFACE
 OU0389'DISK IS SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 OU0389'6 INCHES ABOVE THE GROUND.  A WHITE WITNESS POST WAS SET 7.5
 OU0389'FEET NORTHEAST OF THE STATION.
 OU0389'
 OU0389'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, AIDE NO 1 1955, SET
 OU0389'IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 OU0389'ABOVE THE GROUND.
 OU0389'
 OU0389'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, AIDE NO 2 1955,
 OU0389'SET IN A 10 INCH CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 OU0389'GROUND.
 OU0389'
 OU0389'AZIMUTH MARK IS A STANDARD DISK STAMPED, AIDE 1955, SET IN A
 OU0389'DRILL HOLE IN OUTCROPING BEDROCK.  MARK IS 79 FEET SOUTHEAST
 OU0389'OF A FENCE CORNER, 3 FEET WEST OF A WHITE WITNESS POST AND ABOUT
 OU0389'40 FEET WEST OF A TRACK ROAD.
 OU0389'
 OU0389'A 4 FOOT STAND WAS USED.
 OU0389
 OU0389                          STATION RECOVERY (1962)
 OU0389
 OU0389'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0389'ALL STATION MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0311 ***********************************************************************
 NS0311  DESIGNATION -  AIRE
 NS0311  PID         -  NS0311
 NS0311  STATE/COUNTY-  WY/FREMONT
 NS0311  USGS QUAD   -  DICKINSON PARK (1991)
 NS0311
 NS0311                         *CURRENT SURVEY CONTROL
 NS0311  ___________________________________________________________________
 NS0311* NAD 83(1993)-  42 51 57.73106(N)    109 00 45.37780(W)     ADJUSTED  
 NS0311* NAVD 88     -      2988.7    (meters)    9805.     (feet)  VERTCON   
 NS0311  ___________________________________________________________________
 NS0311  LAPLACE CORR-         -22.37  (seconds)                    DEFLEC99
 NS0311  GEOID HEIGHT-          -9.72  (meters)                     GEOID03
 NS0311
 NS0311  HORZ ORDER  -  THIRD
 NS0311
 NS0311.The horizontal coordinates were established by classical geodetic methods
 NS0311.and adjusted by the National Geodetic Survey in January 1997..
 NS0311
 NS0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0311
 NS0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0311
 NS0311.The geoid height was determined by GEOID03.
 NS0311
 NS0311;                    North         East     Units Scale Factor Converg.
 NS0311;SPC WYWC     -   262,805.954   578,541.813   MT  0.99994316   -0 10 43.1
 NS0311;UTM  12      - 4,747,854.335   662,343.249   MT  0.99992424   +1 21 08.3
 NS0311
 NS0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0311!SPC WYWC     -   0.99953304  x   0.99994316  =   0.99947623
 NS0311!UTM  12      -   0.99953304  x   0.99992424  =   0.99945731
 NS0311
 NS0311:                Primary Azimuth Mark                     Grid Az
 NS0311:SPC WYWC     -  BALD MOUNTAIN                            301 07 08.9
 NS0311:UTM  12      -  BALD MOUNTAIN                            299 35 17.5
 NS0311
 NS0311|---------------------------------------------------------------------|
 NS0311| PID    Reference Object                     Distance      Geod. Az  |
 NS0311|                                                           dddmmss.s |
 NS0311| NS0267 BALD MOUNTAIN                       APPROX. 2.0 KM 3005625.8 |
 NS0311|---------------------------------------------------------------------|
 NS0311
 NS0311                          SUPERSEDED SURVEY CONTROL
 NS0311
 NS0311  NAD 83(1986)-  42 51 57.72285(N)    109 00 45.37029(W) AD(       ) 3
 NS0311  NGVD 29 (11/06/89) 2987.4    (m)         9801.     (f) VERT ANG       
 NS0311
 NS0311.Superseded values are not recommended for survey control.
 NS0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0311.See file dsdata.txt to determine how the superseded data were derived.
 NS0311
 NS0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6234347854(NAD 83)
 NS0311_MARKER: DD = SURVEY DISK
 NS0311_SETTING: 0 = UNSPECIFIED SETTING
 NS0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0311
 NS0311  HISTORY     - Date     Condition        Report By
 NS0311  HISTORY     - 1950     MONUMENTED       USGS
 NS0311
 NS0311                          STATION DESCRIPTION
 NS0311
 NS0311'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0311'STATION IS LOCATED APPROXIMATELY 14 MI. AIRLINE W. OF LANDER AND 1 MI.
 NS0311'SE. OF BALD MTN. FIRE LOOKOUT, ON THE ROCKY RIDGE WITH PROMINENT
 NS0311'BLUFFS WHICH OVERLOOK THE NORTH FORK OF THE POPO AGIE RIVER.
 NS0311'
 NS0311'TO REACH STATION FROM FT. WASHAKIE, GO S. FROM CONOCO GASOLINE STATION
 NS0311'(ON U.S. HIGHWAY 287) 1.0 MI. TO ETHETE-WIND RIVER CROSSROADS, WITH
 NS0311'L.D.S. CHURCH ON RIGHT, TURN RIGHT AND GO SW. TO WIND RIVER, AN INDIAN
 NS0311'VILLAGE 0.7 MI. FROM CROSSROADS, KEEP ON GRAVEL SURFACE RD. STRAIGHT
 NS0311'AHEAD (W.) 2.6 MI. TO Y-FORK, TAKE LEFT FORK AND CONTINUE ON GRADED
 NS0311'GRAVEL RD. FOR 1.8 MI., HERE GRAVEL ENDS.  TAKE RIGHT FORK FOR 1.0
 NS0311'MI. TO CATTLEGUARD IN FENCE LINE, CONTINUE FOR 3.9 MI. UP SWITCH-BACKS
 NS0311'TO WHERE SEVERAL TRAIL RDS. LEAVE THE GRADED RD. AND ASCEND HILL IN
 NS0311'MORE DIRECT ROUTE.  IN NORMAL WEATHER TAKE RIGHT HAND RD. FOR 0.4 MI.
 NS0311'WHERE RD. RE-ENTERS IMPROVED RD., CONTINUE FOR 7.5 MI. WHERE TELEPHONE
 NS0311'LINE CROSSES RD. ABOUT 0.2 MI. BEYOND TOP OF SADDLE AND GRADED RD.
 NS0311'CONTINUES ON TO MOSQUITO AND DICKERSON PARKS AND MOCCASIN LAKE.  AT
 NS0311'THIS POINT TURN SHARPLY LEFT (S.) OF TELEPHONE LINE AND FOLLOW RD.,
 NS0311'WHICH LEADS W. AND AROUND SW. SHOULDER OF BALD MTN. FOR 1.4 MI. TO
 NS0311'GATE IN DRIFT FENCE WHICH MARKS BOUNDARY OF WASHAKIE NATIONAL FOREST,
 NS0311'CONTINUE FOR 0.6 MI. ON RD. WHICH RUNS ALONG UNDER HIGH BLUFFS, TURN
 NS0311'LEFT (N.) AND DRIVE CROSS-COUNTRY UP STEEP GRASSY SLOPE 0.1 MI. TO
 NS0311'SADDLE, TURN LEFT (W.) AND DRIVE APPROXIMATELY 0.1 MI. AS FAR AS JEEP
 NS0311'TRAVEL PERMITS.  AT THIS POINT PACK UP BLUFFS FOR 300 FT. TO TOP OF
 NS0311'ROCKY RIDGE WITH HIGH BLUFFS DROPPING OFF TO THE S.  STATION IS
 NS0311'LOCATED ABOUT 60 FT. W. OF THE EASTERN END OF THE RIDGE AND 8 FT. E.
 NS0311'OF THE W. EDGE OF A CLIFF THAT TAKES THE FORM OF A RECESSIVE HALF-MOON
 NS0311'IN THE FACE OF THE BLUFFS.
 NS0311'
 NS0311'STATION MARK--STANDARD USGS TABLET SET FLUSH IN BEDROCK, STAMPED
 NS0311'---WR-AIRE 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0625 ***********************************************************************
 MO0625  DESIGNATION -  AIRPORT
 MO0625  PID         -  MO0625
 MO0625  STATE/COUNTY-  WY/ALBANY
 MO0625  USGS QUAD   -  LARAMIE SW (1978)
 MO0625
 MO0625                         *CURRENT SURVEY CONTROL
 MO0625  ___________________________________________________________________
 MO0625* NAD 83(1993)-  41 18 22.55456(N)    105 39 47.09483(W)     ADJUSTED  
 MO0625* NAVD 88     -      2215.584  (meters)    7268.96   (feet)  ADJUSTED  
 MO0625  ___________________________________________________________________
 MO0625  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 MO0625  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 MO0625  DYNAMIC HT  -        2213.655 (meters)    7262.63  (feet)  COMP
 MO0625  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 MO0625
 MO0625  HORZ ORDER  -  THIRD
 MO0625  VERT ORDER  -  FIRST     CLASS II
 MO0625
 MO0625.This mark is at Laramie Regional Airport (LAR)
 MO0625
 MO0625.The horizontal coordinates were established by classical geodetic methods
 MO0625.and adjusted by the National Geodetic Survey in January 1997..
 MO0625
 MO0625.The orthometric height was determined by differential leveling
 MO0625.and adjusted by the National Geodetic Survey in June 1991..
 MO0625
 MO0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0625
 MO0625.The geoid height was determined by GEOID03.
 MO0625
 MO0625.The dynamic height is computed by dividing the NAVD 88
 MO0625.geopotential number by the normal gravity value computed on the
 MO0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0625.degrees latitude (g = 980.6199 gals.).
 MO0625
 MO0625.The modeled gravity was interpolated from observed gravity values.
 MO0625
 MO0625;                    North         East     Units Scale Factor Converg.
 MO0625;SPC WY E     -    89,650.663   158,430.471   MT  0.99995876   -0 19 39.6
 MO0625;UTM  13      - 4,572,968.325   444,492.569   MT  0.99963792   -0 26 15.7
 MO0625
 MO0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0625!SPC WY E     -   0.99965439  x   0.99995876  =   0.99961316
 MO0625!UTM  13      -   0.99965439  x   0.99963792  =   0.99929244
 MO0625
 MO0625:                Primary Azimuth Mark                     Grid Az
 MO0625:SPC WY E     -  LARAMIE UNIV OF WYO STACK                082 06 41.5
 MO0625:UTM  13      -  LARAMIE UNIV OF WYO STACK                082 13 17.6
 MO0625
 MO0625|---------------------------------------------------------------------|
 MO0625| PID    Reference Object                     Distance      Geod. Az  |
 MO0625|                                                           dddmmss.s |
 MO0625| MO1257 LARAMIE UNIV OF WYO STACK           APPROX. 6.8 KM 0814701.9 |
 MO0625| MO1260 LARAMIE THIRD STREET CHURCH         APPROX. 5.9 KM 0833711.0 |
 MO0625| MO1259 LARAMIE CEMENT PLANT STACK          APPROX. 6.5 KM 1293432.5 |
 MO0625| CP9465 AIRPORT AZ MK                                      1670642.7 |
 MO0625| CP9466 AIRPORT AZ MK 2                                    1673047.6 |
 MO0625| MO0627 AIRPORT RM 1                         20.960 METERS 17651     |
 MO0625| MO0626 102                                  11.069 METERS 27205     |
 MO0625| MO1263 LARAMIE AIRPORT BEACON              APPROX. 1.7 KM 3372104.3 |
 MO0625|---------------------------------------------------------------------|
 MO0625
 MO0625                          SUPERSEDED SURVEY CONTROL
 MO0625
 MO0625  NAD 83(1986)-  41 18 22.53610(N)    105 39 47.09483(W) AD(       ) 3
 MO0625  NAD 27      -  41 18 22.62200(N)    105 39 45.13200(W) AD(       ) 3
 MO0625  NGVD 29 (??/??/92) 2214.53   (m)         7265.5    (f) COMPUTED    1 2
 MO0625
 MO0625.Superseded values are not recommended for survey control.
 MO0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0625.See file dsdata.txt to determine how the superseded data were derived.
 MO0625
 MO0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4449372968(NAD 83)
 MO0625_MARKER: DS = TRIANGULATION STATION DISK
 MO0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0625_SP_SET: CONCRETE POST
 MO0625_STAMPING: AIRPORT 1948
 MO0625_MARK LOGO: CGS   
 MO0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0625+STABILITY: SURFACE MOTION
 MO0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0625+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1992
 MO0625
 MO0625  HISTORY     - Date     Condition        Report By
 MO0625  HISTORY     - 1948     MONUMENTED       CGS
 MO0625  HISTORY     - 1954     GOOD             FAS
 MO0625  HISTORY     - 1956     GOOD             CGS
 MO0625  HISTORY     - 1956     GOOD             NGS
 MO0625  HISTORY     - 1968     GOOD             CGS
 MO0625  HISTORY     - 1977     GOOD             NGS
 MO0625  HISTORY     - 1977     GOOD             NGS
 MO0625  HISTORY     - 19920818 GOOD             NGS
 MO0625  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 MO0625  HISTORY     - 19930630 GOOD             NGS
 MO0625  HISTORY     - 19990823 SEE DESCRIPTION  WYDT
 MO0625
 MO0625                          STATION DESCRIPTION
 MO0625
 MO0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO0625'STATION LOCATED ABOUT 4 MILES AIRLINE SOUTHWEST OF LARAMIE, AT
 MO0625'EXTREME SOUTHEAST CORNER OF LARAMIE AIRPORT, 10 PACES NORTH
 MO0625'OF CENTER LINE OF ROAD, 8-1/2 PACES SOUTH-SOUTHEAST OF FENCE
 MO0625'CORNER, 8 FEET SOUTHEAST OF WHITE WITNESS POST, 4 FEET SOUTH
 MO0625'OF NORTH RIGHT-OF-WAY FENCE, PROJECTS 4 INCHES, AND STAMPED,
 MO0625'AIRPORT 1948.
 MO0625'
 MO0625'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 MO0625'8 PACES SOUTH OF CENTER LINE OF ROAD, 1 FOOT NORTH OF SOUTH
 MO0625'RIGHT-OF-WAY FENCE, PROJECTS 4 INCHES, AND STAMPED, AIRPORT
 MO0625'NO 1 1948.
 MO0625'
 MO0625'REFERENCE MARK NO. 2 IS A U.S. COAST AND GEODETIC SURVEY
 MO0625'AND STATE SURVEY BRONZE DISK SET IN A 6 INCH SQUARE CONCRETE
 MO0625'POST, 4-1/2 FEET SOUTHWEST OF THE SOUTHEAST CORNER POST OF
 MO0625'AIRPORT FENCE, 1 FOOT EAST OF WHITE WITNESS POST WITH USBM
 MO0625'PAINTED ON IT, PROJECTS 2 INCHES, AND STAMPED, 102.
 MO0625'
 MO0625'AZIMUTH MARK IS LOCATED 12 PACES SOUTH OF CENTER LINE OF STATE
 MO0625'HIGHWAY 230, 10 PACES NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 4
 MO0625'FEET SOUTHWEST OF WHITE WITNESS POST, SET IN CONCRETE HEADWALL
 MO0625'OF IRRIGATION SIPHON, FLUSH WITH GROUND, AND STAMPED AIRPORT 1948.
 MO0625'
 MO0625'TO REACH FROM JUNCTION OF STATE HIGHWAYS 230 AND 130, WHICH
 MO0625'IS ABOUT 2.0 MILES WEST OF LARAMIE, GO SOUTHWESTERLY ON STATE
 MO0625'HIGHWAY 230 FOR 0.3 MILE TO ROAD RIGHT.  TURN RIGHT, WEST,
 MO0625'AND FOLLOW MAIN ROAD FOR 1.5 MILE TO STATION ON RIGHT, JUST
 MO0625'BEFORE CROSSING CATTLE GUARD, AS DESCRIBED ABOVE.  A DRIVE
 MO0625'STATION.
 MO0625'
 MO0625'TO REACH AZIMUTH MARK FROM JUNCTION OF STATE HIGHWAYS 230
 MO0625'AND 130, GO SOUTHWESTERLY ON STATE HIGHWAY 230 FOR 2.05 MILES
 MO0625'TO MARK ON LEFT AS DESCRIBED ABOVE.
 MO0625
 MO0625                          STATION RECOVERY (1954)
 MO0625
 MO0625'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 MO0625'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION ADEQUATE.
 MO0625
 MO0625                          STATION RECOVERY (1956)
 MO0625
 MO0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 MO0625'2.1 MILES WEST ALONG STATE HIGHWAY 130 FROM THE POST OFFICE
 MO0625'AT LARAMIE, THENCE 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 230,
 MO0625'THENCE 1.5 MILES WEST ALONG A GRADED DIRT ROAD, 32 FEET EAST
 MO0625'OF A FENCE CORNER, AT THE SOUTHEAST CORNER OF THE GENERAL
 MO0625'BREES AIRPORT, 41.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MO0625'A CATTLE GUARD, 37 FEET NORTH OF THE CENTER LINE OF A ROAD,
 MO0625'7 FEET EAST OF A WITNESS POST, A TRIANGULATION STATION DISK
 MO0625'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MO0625'ABOVE THE GROUND, STAMPED AIRPORT 1948, IN SECTION 32,
 MO0625'TOWNSHIP 10 NORTH, RANGE 74 WEST.
 MO0625'
 MO0625'AIRPORT R.M. 1 IS 68.7 FEET SOUTH OF TRIANGULATION STATION
 MO0625'AIRPORT 1948, 41.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MO0625'OF A CATTLE GUARD, 32 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 MO0625'1 FOOT NORTH OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 MO0625'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 MO0625'STAMPED AIRPORT NO 1 1948.
 MO0625'
 MO0625'102 (WYO. GEOD. S.) IS 36.0 FEET EAST OF TRIANGULATION STATION
 MO0625'AIRPORT 1948, 37 FEET NORTH OF THE CENTER LINE OF A ROAD, 31.6
 MO0625'FEET NORTH OF THE NORTH END OF A CATTLE GUARD, 5.6 FEET
 MO0625'SOUTHWEST OF A FENCE CORNER, 1.5 FEET EAST OF A WITNESS POST,
 MO0625'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 MO0625'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MO0625'ABOVE THE GROUND, STAMPED 102.
 MO0625
 MO0625                          STATION RECOVERY (1956)
 MO0625
 MO0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MO0625'4 MI W FROM LARAMIE.
 MO0625'2.1 MILES WEST ALONG STATE HIGHWAY 130 FROM THE POST OFFICE AT
 MO0625'LARAMIE, THENCE 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 230, THENCE
 MO0625'1.5 MILES WEST ALONG A GRADED DIRT ROAD, 32 FEET EAST OF A FENCE
 MO0625'CORNER, AT THE SOUTHEAST CORNER OF THE GENERAL BREES AIRPORT,
 MO0625'41.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, 37
 MO0625'FEET NORTH OF THE CENTER LINE OF A ROAD, 7 FEET EAST OF A WITNESS
 MO0625'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MO0625'ABOVE THE GROUND, IN SECTION 32, TOWNSHIP 16 NORTH, RANGE 74 WEST.
 MO0625
 MO0625                          STATION RECOVERY (1968)
 MO0625
 MO0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DLW)
 MO0625'THE STATION WAS RECOVERED AS DESCRIBED.
 MO0625'
 MO0625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 MO0625'SW OF LARAMIE, WYO.
 MO0625
 MO0625                          STATION RECOVERY (1977)
 MO0625
 MO0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 MO0625'RECOVERED AS DESCRIBED.
 MO0625'
 MO0625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 MO0625'SOUTHWEST OF LARAMIE.
 MO0625
 MO0625                          STATION RECOVERY (1977)
 MO0625
 MO0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 MO0625'RECOVERED IN GOOD CONDITION.
 MO0625
 MO0625                          STATION RECOVERY (1992)
 MO0625
 MO0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MO0625'STATION IS LOCATED ABOUT 7 KM (4.3 MI) WEST OF LARAMIE, IN PASTURE,
 MO0625'AT THE SOUTHEAST CORNER OF GENERAL BREES FIELD AIRPORT, JUST OUTSIDE
 MO0625'THE AIRPORT PERIMETER FENCE AND JUST NORTHEAST OF THE EXTENDED CENTER
 MO0625'OF RUNWAY 12-30.  OWNERSHIP-UNKNOWN.
 MO0625'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 MO0625'AND STATE HIGHWAYS 130 AND 230 (EXIT 311) ON THE WEST SIDE OF
 MO0625'LARAMIE, GO WEST ON HIGHWAYS 130 AND 230 FOR 1.17 KM (0.73 MI) TO A
 MO0625'FORK.  BEAR RIGHT, NORTHERLY, ON HIGHWAY 130 FOR 4.50 KM (2.80 MI)
 MO0625'TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTHERLY, FOR
 MO0625'0.75 KM (0.47 MI) TO ROAD END AT PARKING LOT AND TERMINAL BUILDING
 MO0625'ON THE LEFT.  AIRPORT PERSONNEL WILL DIRECT YOU TO THE STATION.
 MO0625'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 MO0625'PROJECTING 3 CM ABOVE GROUND.  IT IS 9.9 M (32.5 FT) EAST OF A
 MO0625'T-FENCE CORNER, 9.7 M (31.8 FT) EAST OF A METAL WITNESS POST, 10.8
 MO0625'M (35.4 FT) EAST-SOUTHEAST OF THE CENTER OF A PERSONNEL GATE, 11.2
 MO0625'M (36.7 FT) NORTH OF A TRACK ROAD CENTER, AND 12.5 M (41.0 FT)
 MO0625'NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD.
 MO0625
 MO0625                          STATION RECOVERY (1992)
 MO0625
 MO0625'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0625'MARK NOT FOUND.
 MO0625
 MO0625                          STATION RECOVERY (1993)
 MO0625
 MO0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MO0625'THE STATION IS LOCATED SOUTHEAST OF THE AIRPORT JUST OUTSIDE THE FENCE
 MO0625'NEAR RUNWAY END 30.  IT IS 714 FT.  (217.6 M) SOUTHEAST OF THE CL END
 MO0625'RWY 30 AND 20 FT.  (6.1 M) NORTHEAST OF THE PROJECTED RUNWAY
 MO0625'CENTERLINE.  IT IS 32.5 FT.  (9.9 M) ESE OF A T FENCE CORNER.  36.7
 MO0625'FT.  (11.2 M) NORTH OF THE CENTERLINE OF A TRACK ROAD, 31.8 FT. (9.7
 MO0625'M) EAST OF A METAL WITNESS POST, 41.0 FT.  (12.5 M) NE OF THE NE
 MO0625'CORNER OF A CATTLE GUARD AN 35.4 FT.  (10.8 M) SOUTHEAST OF THE CENTER
 MO0625'OF A WALK-THROUGH GATE.  IT IS 36.3 FT.  (11.1 M) EAST OF BM 102, A
 MO0625'USCGS AND STATE SURVEY DISK SET IN A SMALL SQUARE MONUMENT WHICH
 MO0625'SERVES AS RM 2 AND 68.8 FT.  (21.0 M) NNW OF RM 1.  IT IS A CGS
 MO0625'TRIANGULATION STATION DISK STAMPED, AIRPORT 1948 AND SET IN THE TOP OF
 MO0625'A SQUARE CONCRETE POST WHICH PROJECTS ABOUT ONE INCH ABOVE GROUND.
 MO0625
 MO0625                          STATION RECOVERY (1999)
 MO0625
 MO0625'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0625'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0625'307-777-3819.  THE WYDOT DISTRICT SURVEYOR REPORTED THAT THIS STATION
 MO0625'HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0315 ***********************************************************************
 PX0315  DESIGNATION -  AIRPORT BCN GREYBULL MUN APT
 PX0315  PID         -  PX0315
 PX0315  STATE/COUNTY-  WY/BIG HORN
 PX0315  USGS QUAD   -  GREYBULL NORTH (1966)
 PX0315
 PX0315                         *CURRENT SURVEY CONTROL
 PX0315  ___________________________________________________________________
 PX0315* NAD 83(1993)-  44 30 33.85253(N)    108 04 53.38213(W)     ADJUSTED  
 PX0315* NAVD 88     -      1196.     (meters)    3924.     (feet)  SCALED    
 PX0315  ___________________________________________________________________
 PX0315  LAPLACE CORR-          10.40  (seconds)                    DEFLEC99
 PX0315  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 PX0315
 PX0315  HORZ ORDER  -  THIRD
 PX0315
 PX0315.This mark is at South Big Horn County Airport (GEY)
 PX0315
 PX0315.The horizontal coordinates were established by classical geodetic methods
 PX0315.and adjusted by the National Geodetic Survey in January 1997..
 PX0315
 PX0315.The orthometric height was scaled from a topographic map.
 PX0315
 PX0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0315
 PX0315.The geoid height was determined by GEOID03.
 PX0315
 PX0315;                    North         East     Units Scale Factor Converg.
 PX0315;SPC WYEC     -   545,621.560   340,512.278   MT  0.99998100   -0 31 28.2
 PX0315;UTM  12      - 4,932,597.332   731,979.137   MT  1.00026184   +2 02 48.7
 PX0315;UTM  13      - 4,933,073.313   255,065.279   MT  1.00033784   -2 09 40.6
 PX0315
 PX0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0315!SPC WYEC     -   0.99981452  x   0.99998100  =   0.99979553
 PX0315!UTM  12      -   0.99981452  x   1.00026184  =   1.00007631
 PX0315!UTM  13      -   0.99981452  x   1.00033784  =   1.00015230
 PX0315
 PX0315                          SUPERSEDED SURVEY CONTROL
 PX0315
 PX0315  NAD 83(1986)-  44 30 33.84212(N)    108 04 53.37687(W) AD(       ) 4
 PX0315  NAD 27      -  44 30 33.99660(N)    108 04 51.00280(W) AD(       ) 3
 PX0315
 PX0315.Superseded values are not recommended for survey control.
 PX0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0315.See file dsdata.txt to determine how the superseded data were derived.
 PX0315
 PX0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ3197932597(NAD 83)
 PX0315_MARKER: 21 = AIRPORT BEACON
 PX0315
 PX0315  HISTORY     - Date     Condition        Report By
 PX0315  HISTORY     - 1957     FIRST OBSERVED   CGS
 PX0315
 PX0315                          STATION DESCRIPTION
 PX0315
 PX0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0315'THE STATION IS IN THE SOUTH EDGE OF THE GREYBULL MUNICIPAL
 PX0315'AIRPORT, ABOUT 2 MILES WEST AND 1.75 MILES NORTH OF GREYBULL.
 PX0315'THE BEACON IS SUPPORTED BY A FOUR-LEGGED STEEL SKELETON
 PX0315'FRAMEWORK, PAINTED ALTERNATELY RED AND WHITE AND 45 FEET HIGH.
 PX0315'THE POINT OBSERVED WAS THE DETERMINED CENTER OF THE BASE OF THE
 PX0315'BEACON FRAMEWORK.
 PX0315'
 PX0315'A TRAVERSE CONNECTION WAS MADE TO THIS STATION FROM TRIANGULATION
 PX0315'STATION GREYBULL AIRPORT AND THE DISTANCE WAS FOUND TO BE
 PX0315'5.487 METERS-18.00 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0470 ***********************************************************************
 NQ0470  DESIGNATION -  AIRPORT BCN TORRINGTON MUN APT
 NQ0470  PID         -  NQ0470
 NQ0470  STATE/COUNTY-  WY/GOSHEN
 NQ0470  USGS QUAD   -  TORRINGTON (1990)
 NQ0470
 NQ0470                         *CURRENT SURVEY CONTROL
 NQ0470  ___________________________________________________________________
 NQ0470* NAD 83(1993)-  42 03 44.59379(N)    104 09 33.51146(W)     ADJUSTED  
 NQ0470* NAVD 88     -      1280.     (meters)    4199.     (feet)  SCALED    
 NQ0470  ___________________________________________________________________
 NQ0470  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 NQ0470  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 NQ0470
 NQ0470  HORZ ORDER  -  THIRD
 NQ0470
 NQ0470.This mark is at Torrington Municipal Airport (TOR)
 NQ0470
 NQ0470.The horizontal coordinates were established by classical geodetic methods
 NQ0470.and adjusted by the National Geodetic Survey in January 1997..
 NQ0470.No horizontal observational check was made to the station.
 NQ0470
 NQ0470.The orthometric height was scaled from a topographic map.
 NQ0470
 NQ0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0470
 NQ0470.The geoid height was determined by GEOID03.
 NQ0470
 NQ0470;                    North         East     Units Scale Factor Converg.
 NQ0470;SPC WY E     -   173,997.913   283,374.037   MT  1.00002300   +0 40 29.7
 NQ0470;SPC NE       -   255,762.347   155,968.959   MT  0.99970571   -2 45 22.9
 NQ0470;UTM  13      - 4,657,044.917   569,556.262   MT  0.99965953   +0 33 47.6
 NQ0470
 NQ0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0470!SPC WY E     -   0.99980208  x   1.00002300  =   0.99982507
 NQ0470!SPC NE       -   0.99980208  x   0.99970571  =   0.99950784
 NQ0470!UTM  13      -   0.99980208  x   0.99965953  =   0.99946167
 NQ0470
 NQ0470                          SUPERSEDED SURVEY CONTROL
 NQ0470
 NQ0470  NAD 83(1986)-  42 03 44.57557(N)    104 09 33.51993(W) AD(       ) 4
 NQ0470  NAD 27      -  42 03 44.70700(N)    104 09 31.70300(W) AD(       ) 3
 NQ0470
 NQ0470.Superseded values are not recommended for survey control.
 NQ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0470.See file dsdata.txt to determine how the superseded data were derived.
 NQ0470
 NQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6955657045(NAD 83)
 NQ0470_MARKER: 21 = AIRPORT BEACON
 NQ0470
 NQ0470  HISTORY     - Date     Condition        Report By
 NQ0470  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0470  HISTORY     - 19891231 GOOD             NGS
 NQ0470
 NQ0470                          STATION DESCRIPTION
 NQ0470
 NQ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0470'THE STATION IS THE CENTER OF THE FLASHING WHITE AND GREEN LIGHT.
 NQ0470'
 NQ0470'THE STATION IS LOCATED IN THE SOUTH EDGE OF THE AIRPORT, JUST
 NQ0470'SOUTH OF A GROUP OF THREE HANGERS.  IT IS A FOUR-LEGGED STEEL
 NQ0470'STRUCTURE PAINTED ALTERNATELY RED AND WHITE AND IS ABOUT 50 FEET
 NQ0470'HIGH.
 NQ0470'
 NQ0470'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 NQ0470'TORRINGTON, DISTANCE BEING 235.50 FEET (71.780 METERS) SOUTH OF
 NQ0470'STATION.  THE POINT TRAVERSED TO WAS THE CENTER OF THE 4-LEGGED
 NQ0470'STEEL STRUCTURE WHICH SUPPORTS THE REVOLVING LIGHT.
 NQ0470
 NQ0470                          STATION RECOVERY (1989)
 NQ0470
 NQ0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NQ0470'THE STATION IS LOCATED AT THE TORRINGTON MUNICIPAL AIRPORT
 NQ0470'APPROXIMATELY 200 FEET (61.0 M) SOUTH OF THE ADMINISTRATION BUILDING.
 NQ0470'THE STATION IS THE SMALL GREEN-WHITE LIGHT BEACON MOUNTED ON A STEEL
 NQ0470'TOWER.  THE POINT OBSERVED WAS THE SPINDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0561 ***********************************************************************
 NQ0561  DESIGNATION -  AIRPORT BEACON CONVERSE CO APT
 NQ0561  PID         -  NQ0561
 NQ0561  STATE/COUNTY-  WY/CONVERSE
 NQ0561  USGS QUAD   -  IRVINE (1949)
 NQ0561
 NQ0561                         *CURRENT SURVEY CONTROL
 NQ0561  ___________________________________________________________________
 NQ0561* NAD 83(1993)-  42 44 52.74117(N)    105 22 07.80336(W)     ADJUSTED  
 NQ0561* NAVD 88     -                                                        
 NQ0561  ___________________________________________________________________
 NQ0561  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 NQ0561  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NQ0561
 NQ0561  HORZ ORDER  -  THIRD
 NQ0561
 NQ0561.This mark is at Converse County Airport (DGW)
 NQ0561
 NQ0561.The horizontal coordinates were established by classical geodetic methods
 NQ0561.and adjusted by the National Geodetic Survey in January 1997..
 NQ0561
 NQ0561
 NQ0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0561
 NQ0561.The geoid height was determined by GEOID03.
 NQ0561
 NQ0561;                    North         East     Units Scale Factor Converg.
 NQ0561;SPC WY E     -   249,678.782   183,448.877   MT  0.99994087   -0 08 14.0
 NQ0561;UTM  13      - 4,732,895.377   469,814.337   MT  0.99961121   -0 15 01.3
 NQ0561
 NQ0561                          SUPERSEDED SURVEY CONTROL
 NQ0561
 NQ0561  NAD 83(1986)-  42 44 52.70637(N)    105 22 07.77915(W) AD(       ) 4
 NQ0561  NAD 27      -  42 44 52.82200(N)    105 22 05.83700(W) AD(       ) 3
 NQ0561
 NQ0561.Superseded values are not recommended for survey control.
 NQ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0561.See file dsdata.txt to determine how the superseded data were derived.
 NQ0561
 NQ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6981432895(NAD 83)
 NQ0561_MARKER: 21 = AIRPORT BEACON
 NQ0561
 NQ0561  HISTORY     - Date     Condition        Report By
 NQ0561  HISTORY     - 1960     FIRST OBSERVED   CGS
 NQ0561
 NQ0561                          STATION DESCRIPTION
 NQ0561
 NQ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 NQ0561'ON THE NORTH SIDE OF THE AIRPORT AT THE FAA BUILDINGS, 10 FT.
 NQ0561'WEST OF RED AND WHITE 10 X 10 BUILDING.  17 FT. SOUTH OF THE
 NQ0561'NORTH BOUNDARY FENCE.  200 FT. WEST OF THE MAIN FAA OFFICE
 NQ0561'BUILDING.  A STD. DOUBLE-ENDED LITE SHOWING GREEN AND CLEAR,
 NQ0561'MOUNTED ON A RED AND WHITE PAINTED STEEL TOWER WHICH IS 55 FT.
 NQ0561'HIGH.  POINT OBSERVED ON, CL OF LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0499 ***********************************************************************
 NQ0499  DESIGNATION -  AIRPORT BEACON PFIFER FIELD
 NQ0499  PID         -  NQ0499
 NQ0499  STATE/COUNTY-  WY/PLATTE
 NQ0499  USGS QUAD   -  WHEATLAND (1990)
 NQ0499
 NQ0499                         *CURRENT SURVEY CONTROL
 NQ0499  ___________________________________________________________________
 NQ0499* NAD 83(1993)-  42 03 12.31253(N)    104 56 21.39567(W)     ADJUSTED  
 NQ0499* NAVD 88     -                                                        
 NQ0499  ___________________________________________________________________
 NQ0499  LAPLACE CORR-         -10.96  (seconds)                    DEFLEC99
 NQ0499  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0499
 NQ0499  HORZ ORDER  -  THIRD
 NQ0499
 NQ0499.The horizontal coordinates were established by classical geodetic methods
 NQ0499.and adjusted by the National Geodetic Survey in January 1997..
 NQ0499
 NQ0499
 NQ0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0499
 NQ0499.The geoid height was determined by GEOID03.
 NQ0499
 NQ0499;                    North         East     Units Scale Factor Converg.
 NQ0499;SPC WY E     -   172,535.943   218,822.506   MT  0.99994186   +0 09 08.3
 NQ0499;UTM  13      - 4,655,709.214   505,024.761   MT  0.99960031   +0 02 26.4
 NQ0499
 NQ0499                          SUPERSEDED SURVEY CONTROL
 NQ0499
 NQ0499  NAD 83(1986)-  42 03 12.29361(N)    104 56 21.38715(W) AD(       ) 4
 NQ0499  NAD 27      -  42 03 12.40500(N)    104 56 19.48700(W) AD(       ) 3
 NQ0499
 NQ0499.Superseded values are not recommended for survey control.
 NQ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0499.See file dsdata.txt to determine how the superseded data were derived.
 NQ0499
 NQ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0502555709(NAD 83)
 NQ0499_MARKER: 21 = AIRPORT BEACON
 NQ0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0499+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 NQ0499
 NQ0499  HISTORY     - Date     Condition        Report By
 NQ0499  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0499  HISTORY     - 20030927 GOOD             USPSQD
 NQ0499
 NQ0499                          STATION DESCRIPTION
 NQ0499
 NQ0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0499'THE STATION IS LOCATED ABOUT 1 MILE EAST OF WHEATLAND AND AT
 NQ0499'THE WEST EDGE OF PFIFER FIELD.
 NQ0499'
 NQ0499'THE STATION IS A ROTATING BEACON ATOP AND CENTER OF A FOUR-LEGGED,
 NQ0499'STEEL TOWER.  THE TOWER IS ALTERNATELY PAINTED RED AND WHITE
 NQ0499'AND IS APPROXIMATELY 50 FEET IN HEIGHT.
 NQ0499
 NQ0499                          STATION RECOVERY (2003)
 NQ0499
 NQ0499'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 NQ0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0627 ***********************************************************************
 MO0627  DESIGNATION -  AIRPORT RM 1
 MO0627  PID         -  MO0627
 MO0627  STATE/COUNTY-  WY/ALBANY
 MO0627  USGS QUAD   -  LARAMIE SW (1978)
 MO0627
 MO0627                         *CURRENT SURVEY CONTROL
 MO0627  ___________________________________________________________________
 MO0627* NAD 83(1986)-  41 18 22.     (N)    105 39 47.     (W)     SCALED    
 MO0627* NAVD 88     -      2215.246  (meters)    7267.85   (feet)  ADJUSTED  
 MO0627  ___________________________________________________________________
 MO0627  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 MO0627  DYNAMIC HT  -        2213.318 (meters)    7261.53  (feet)  COMP
 MO0627  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
 MO0627
 MO0627  VERT ORDER  -  FIRST     CLASS II
 MO0627
 MO0627.This mark is at Laramie Regional Airport (LAR)
 MO0627
 MO0627.The horizontal coordinates were scaled from a topographic map and have
 MO0627.an estimated accuracy of +/- 6 seconds.
 MO0627
 MO0627.The orthometric height was determined by differential leveling
 MO0627.and adjusted by the National Geodetic Survey in June 1991..
 MO0627
 MO0627.The geoid height was determined by GEOID03.
 MO0627
 MO0627.The dynamic height is computed by dividing the NAVD 88
 MO0627.geopotential number by the normal gravity value computed on the
 MO0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0627.degrees latitude (g = 980.6199 gals.).
 MO0627
 MO0627.The modeled gravity was interpolated from observed gravity values.
 MO0627
 MO0627;                    North         East    Units  Estimated Accuracy
 MO0627;SPC WY E     -    89,630.      158,430.      MT  (+/- 180 meters Scaled)
 MO0627
 MO0627                          SUPERSEDED SURVEY CONTROL
 MO0627
 MO0627  NGVD 29 (??/??/92) 2214.191  (m)         7264.39   (f) ADJ UNCH    1 2
 MO0627
 MO0627.Superseded values are not recommended for survey control.
 MO0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0627.See file dsdata.txt to determine how the superseded data were derived.
 MO0627
 MO0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF444729(NAD 83)
 MO0627_MARKER: DR = REFERENCE MARK DISK
 MO0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0627_STAMPING: AIRPORT NO 1 1948
 MO0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0627+STABILITY: SURFACE MOTION
 MO0627
 MO0627  HISTORY     - Date     Condition        Report By
 MO0627  HISTORY     - 1948     MONUMENTED       CGS
 MO0627  HISTORY     - 1956     GOOD             NGS
 MO0627  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 MO0627
 MO0627                          STATION DESCRIPTION
 MO0627
 MO0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0627'4 MI W FROM LARAMIE.
 MO0627'2.1 MILES WEST ALONG STATE HIGHWAY 130 FROM THE POST OFFICE AT
 MO0627'LARAMIE, THENCE 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 230, THENCE
 MO0627'1.5 MILES WEST ALONG A GRADED DIRT ROAD, AT THE SOUTHEAST CORNER
 MO0627'OF THE GENERAL BREES AIRPORT, 68.7 FEET SOUTH OF TRIANGULATION
 MO0627'STATION AIRPORT 1948, 41.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MO0627'OF A CATTLE GUARD, 32 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 MO0627'1 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0627'PROJECTS 0.2 FOOT ABOVE THE GROUND, IN SECTION 2, TOWNSHIP 15
 MO0627'NORTH, RANGE 74 WEST.
 MO0627
 MO0627                          STATION RECOVERY (1992)
 MO0627
 MO0627'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1117 ***********************************************************************
 MO1117  DESIGNATION -  AIRWAY BCN 1 18 MI N CHEYENNE
 MO1117  PID         -  MO1117
 MO1117  STATE/COUNTY-  WY/LARAMIE
 MO1117  USGS QUAD   -  LEWIS RANCH (1991)
 MO1117
 MO1117                         *CURRENT SURVEY CONTROL
 MO1117  ___________________________________________________________________
 MO1117* NAD 83(1993)-  41 24 08.09150(N)    104 51 57.79573(W)     ADJUSTED  
 MO1117* NAVD 88     -                                                        
 MO1117  ___________________________________________________________________
 MO1117  LAPLACE CORR-         -11.65  (seconds)                    DEFLEC99
 MO1117  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 MO1117
 MO1117  HORZ ORDER  -  THIRD
 MO1117
 MO1117.The horizontal coordinates were established by classical geodetic methods
 MO1117.and adjusted by the National Geodetic Survey in January 1997..
 MO1117
 MO1117
 MO1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1117
 MO1117.The geoid height was determined by GEOID03.
 MO1117
 MO1117;                    North         East     Units Scale Factor Converg.
 MO1117;SPC WY E     -   100,234.624   225,136.126   MT  0.99994527   +0 11 55.7
 MO1117;UTM  13      - 4,583,420.585   511,196.269   MT  0.99960154   +0 05 18.9
 MO1117
 MO1117                          SUPERSEDED SURVEY CONTROL
 MO1117
 MO1117  NAD 83(1986)-  41 24 08.07416(N)    104 51 57.78805(W) AD(       ) 4
 MO1117  NAD 27      -  41 24 08.15100(N)    104 51 55.89700(W) AD(       ) 3
 MO1117
 MO1117.Superseded values are not recommended for survey control.
 MO1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1117.See file dsdata.txt to determine how the superseded data were derived.
 MO1117
 MO1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1119683421(NAD 83)
 MO1117_MARKER: 22 = AIRWAY BEACON
 MO1117
 MO1117  HISTORY     - Date     Condition        Report By
 MO1117  HISTORY     - 1963     FIRST OBSERVED   CGS
 MO1117
 MO1117                          STATION DESCRIPTION
 MO1117
 MO1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1117'THE STATION IS THE REVOLVING LIGHT ATOP A FOUR LEGGED STEEL
 MO1117'TOWER, WHICH IS 18 MILES NORTH OF CHEYENNE, AND 1/2 MILE EAST
 MO1117'OF U.S. HIGHWAY 87.
 MO1117'
 MO1117'THE TOWER IS PAINTED RED AND WHITE AND THE OVERALL HEIGHT IS
 MO1117'APPROXIMATELY 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0471 ***********************************************************************
 MQ0471  DESIGNATION -  AIRWAY BCN 15 4 MI ENE GREEN R
 MQ0471  PID         -  MQ0471
 MQ0471  STATE/COUNTY-  WY/SWEETWATER
 MQ0471  USGS QUAD   -  GREEN RIVER (1980)
 MQ0471
 MQ0471                         *CURRENT SURVEY CONTROL
 MQ0471  ___________________________________________________________________
 MQ0471* NAD 83(1993)-  41 33 06.00363(N)    109 23 21.53856(W)     ADJUSTED  
 MQ0471* NAVD 88     -                                                        
 MQ0471  ___________________________________________________________________
 MQ0471  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 MQ0471  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MQ0471
 MQ0471  HORZ ORDER  -  THIRD
 MQ0471
 MQ0471.The horizontal coordinates were established by classical geodetic methods
 MQ0471.and adjusted by the National Geodetic Survey in January 1997..
 MQ0471
 MQ0471
 MQ0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0471
 MQ0471.The geoid height was determined by GEOID03.
 MQ0471
 MQ0471;                    North         East     Units Scale Factor Converg.
 MQ0471;SPC WYWC     -   116,982.410   546,665.189   MT  0.99997249   -0 25 26.6
 MQ0471;UTM  12      - 4,601,252.886   634,327.383   MT  0.99982205   +1 04 06.7
 MQ0471
 MQ0471                          SUPERSEDED SURVEY CONTROL
 MQ0471
 MQ0471  NAD 83(1986)-  41 33 05.99578(N)    109 23 21.53399(W) AD(       ) 4
 MQ0471  NAD 27      -  41 33 06.12200(N)    109 23 19.04900(W) AD(       ) 3
 MQ0471
 MQ0471.Superseded values are not recommended for survey control.
 MQ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0471.See file dsdata.txt to determine how the superseded data were derived.
 MQ0471
 MQ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM3432701253(NAD 83)
 MQ0471_MARKER: 22 = AIRWAY BEACON
 MQ0471
 MQ0471  HISTORY     - Date     Condition        Report By
 MQ0471  HISTORY     - 1962     FIRST OBSERVED   CGS
 MQ0471
 MQ0471                          STATION DESCRIPTION
 MQ0471
 MQ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0471'STATION IS ON A HIGH RIDGE, ABOUT 9-1/2 MILES SOUTHWEST
 MQ0471'OF ROCK SPRINGS, 4 MILES EAST AND 1-1/2 MILES NORTH OF GREEN
 MQ0471'RIVER AND 1-1/2 MILES NORTH OF U.S. HIGHWAY 30.
 MQ0471'
 MQ0471'STATION IS THE TOP CENTER OF THE BEACON.  IT IS A FOUR LEGGED
 MQ0471'STEEL TOWER AND ALTERNATE SECTIONS ARE PAINTED RED AND WHITE.
 MQ0471'IT IS 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0476 ***********************************************************************
 PW0476  DESIGNATION -  AIRWAY BCN 28 ENE KEARNEY
 PW0476  PID         -  PW0476
 PW0476  STATE/COUNTY-  WY/JOHNSON
 PW0476  USGS QUAD   -  BANNER (1977)
 PW0476
 PW0476                         *CURRENT SURVEY CONTROL
 PW0476  ___________________________________________________________________
 PW0476* NAD 83(1993)-  44 33 04.72955(N)    106 46 29.29737(W)     ADJUSTED  
 PW0476* NAVD 88     -                                                        
 PW0476  ___________________________________________________________________
 PW0476  LAPLACE CORR-         -18.27  (seconds)                    DEFLEC99
 PW0476  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 PW0476
 PW0476  HORZ ORDER  -  THIRD
 PW0476
 PW0476.The horizontal coordinates were established by classical geodetic methods
 PW0476.and adjusted by the National Geodetic Survey in January 1997..
 PW0476
 PW0476
 PW0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0476
 PW0476.The geoid height was determined by GEOID03.
 PW0476
 PW0476;                    North         East     Units Scale Factor Converg.
 PW0476;SPC WYEC     -   550,157.915   444,377.788   MT  0.99996171   +0 23 30.6
 PW0476;UTM  13      - 4,934,640.985   359,030.429   MT  0.99984438   -1 14 43.1
 PW0476
 PW0476                          SUPERSEDED SURVEY CONTROL
 PW0476
 PW0476  NAD 83(1986)-  44 33 04.71388(N)    106 46 29.26862(W) AD(       ) 4
 PW0476  NAD 27      -  44 33 04.80800(N)    106 46 27.07400(W) AD(       ) 3
 PW0476
 PW0476.Superseded values are not recommended for survey control.
 PW0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0476.See file dsdata.txt to determine how the superseded data were derived.
 PW0476
 PW0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK5903034641(NAD 83)
 PW0476_MARKER: 22 = AIRWAY BEACON
 PW0476
 PW0476  HISTORY     - Date     Condition        Report By
 PW0476  HISTORY     - 1957     FIRST OBSERVED   CGS
 PW0476
 PW0476                          STATION DESCRIPTION
 PW0476
 PW0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0476'THE STATION IS 10 MILES EAST-SOUTHEAST OF STORY AND 2-1/2
 PW0476'MILES EAST-NORTHEAST OF KEARNEY.  THE BEACON IS SUPPORTED BY
 PW0476'FOUR STRUCTURAL STEEL LEGS, ORANGE IN COLOR AND 50 FEET IN
 PW0476'HEIGHT.  THE POINT OBSERVED WAS THE CENTER OF THE REVOLVING RED
 PW0476'AND GREEN LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0773 ***********************************************************************
 MR0773  DESIGNATION -  AIRWAY BN 11 11 MI SSW GRANGER
 MR0773  PID         -  MR0773
 MR0773  STATE/COUNTY-  WY/UINTA
 MR0773  USGS QUAD   -  WILDCAT BUTTE (1964)
 MR0773
 MR0773                         *CURRENT SURVEY CONTROL
 MR0773  ___________________________________________________________________
 MR0773* NAD 83(1993)-  41 26 40.07176(N)    110 03 17.25470(W)     ADJUSTED  
 MR0773* NAVD 88     -                                                        
 MR0773  ___________________________________________________________________
 MR0773  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 MR0773  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MR0773
 MR0773  HORZ ORDER  -  THIRD
 MR0773
 MR0773.The horizontal coordinates were established by classical geodetic methods
 MR0773.and adjusted by the National Geodetic Survey in January 1997..
 MR0773
 MR0773
 MR0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0773
 MR0773.The geoid height was determined by GEOID03.
 MR0773
 MR0773;                    North         East     Units Scale Factor Converg.
 MR0773;SPC WY W     -   204,879.794   802,384.896   MT  0.99993757   +0 01 08.0
 MR0773;SPC WYWC     -   105,701.216   490,967.393   MT  1.00008375   -0 51 49.4
 MR0773;UTM  12      - 4,588,529.833   578,957.407   MT  0.99967672   +0 37 32.4
 MR0773
 MR0773                          SUPERSEDED SURVEY CONTROL
 MR0773
 MR0773  NAD 83(1986)-  41 26 40.06291(N)    110 03 17.24509(W) AD(       ) 4
 MR0773  NAD 27      -  41 26 40.22400(N)    110 03 14.71500(W) AD(       ) 3
 MR0773
 MR0773.Superseded values are not recommended for survey control.
 MR0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0773.See file dsdata.txt to determine how the superseded data were derived.
 MR0773
 MR0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7895788530(NAD 83)
 MR0773_MARKER: 22 = AIRWAY BEACON
 MR0773
 MR0773  HISTORY     - Date     Condition        Report By
 MR0773  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0773
 MR0773                          STATION DESCRIPTION
 MR0773
 MR0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0773'THE STATION IS LOCATED 11 MILES SOUTH SOUTHWEST OF GRANGER,
 MR0773'11-1/2 MILES SOUTHWEST OF LITTLE AMERICA AND 15 MILES NORTHEAST OF
 MR0773'LYMAN.  THE BEACON IS ON A 4 LEGGED STEEL TOWER PAINTED RED AND
 MR0773'WHITE AND IS 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1167 ***********************************************************************
 MO1167  DESIGNATION -  AIRWAY BN 8 10 MI SE WHEATLAND
 MO1167  PID         -  MO1167
 MO1167  STATE/COUNTY-  WY/PLATTE
 MO1167  USGS QUAD   -  DOUBLE L RANCH (1990)
 MO1167
 MO1167                         *CURRENT SURVEY CONTROL
 MO1167  ___________________________________________________________________
 MO1167* NAD 83(1993)-  41 52 14.59116(N)    104 54 47.71924(W)     ADJUSTED  
 MO1167* NAVD 88     -                                                        
 MO1167  ___________________________________________________________________
 MO1167  LAPLACE CORR-         -13.09  (seconds)                    DEFLEC99
 MO1167  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 MO1167
 MO1167  HORZ ORDER  -  THIRD
 MO1167
 MO1167.The horizontal coordinates were established by classical geodetic methods
 MO1167.and adjusted by the National Geodetic Survey in January 1997..
 MO1167
 MO1167
 MO1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1167
 MO1167.The geoid height was determined by GEOID03.
 MO1167
 MO1167;                    North         East     Units Scale Factor Converg.
 MO1167;SPC WY E     -   152,250.247   221,036.457   MT  0.99994294   +0 10 08.9
 MO1167;UTM  13      - 4,635,426.188   507,198.509   MT  0.99960064   +0 03 28.4
 MO1167
 MO1167                          SUPERSEDED SURVEY CONTROL
 MO1167
 MO1167  NAD 83(1986)-  41 52 14.56260(N)    104 54 47.72834(W) AD(       ) 4
 MO1167  NAD 27      -  41 52 14.60300(N)    104 54 45.93700(W) AD(       ) 3
 MO1167
 MO1167.Superseded values are not recommended for survey control.
 MO1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1167.See file dsdata.txt to determine how the superseded data were derived.
 MO1167
 MO1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0719935426(NAD 83)
 MO1167_MARKER: 22 = AIRWAY BEACON
 MO1167
 MO1167  HISTORY     - Date     Condition        Report By
 MO1167  HISTORY     - 1963     FIRST OBSERVED   CGS
 MO1167
 MO1167                          STATION DESCRIPTION
 MO1167
 MO1167'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0426 ***********************************************************************
 OV0426  DESIGNATION -  AIRY
 OV0426  PID         -  OV0426
 OV0426  STATE/COUNTY-  WY/NATRONA
 OV0426  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0426
 OV0426                         *CURRENT SURVEY CONTROL
 OV0426  ___________________________________________________________________
 OV0426* NAD 83(1993)-  43 03 04.07867(N)    106 18 06.20298(W)     ADJUSTED  
 OV0426* NAVD 88     -      1752.8    (meters)    5751.     (feet)  VERTCON   
 OV0426  ___________________________________________________________________
 OV0426  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 OV0426  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 OV0426
 OV0426  HORZ ORDER  -  THIRD
 OV0426
 OV0426.The horizontal coordinates were established by classical geodetic methods
 OV0426.and adjusted by the National Geodetic Survey in January 1997..
 OV0426
 OV0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0426
 OV0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0426
 OV0426.The geoid height was determined by GEOID03.
 OV0426
 OV0426;                    North         East     Units Scale Factor Converg.
 OV0426;SPC WYEC     -   383,850.475   484,043.778   MT  1.00002436   +0 42 15.4
 OV0426;UTM  13      - 4,767,315.229   393,986.088   MT  0.99973826   -0 53 19.3
 OV0426
 OV0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0426!SPC WYEC     -   0.99972731  x   1.00002436  =   0.99975167
 OV0426!UTM  13      -   0.99972731  x   0.99973826  =   0.99946564
 OV0426
 OV0426:                Primary Azimuth Mark                     Grid Az
 OV0426:SPC WYEC     -  ILLCO                                    245 30 58.7
 OV0426:UTM  13      -  ILLCO                                    247 06 33.4
 OV0426
 OV0426|---------------------------------------------------------------------|
 OV0426| PID    Reference Object                     Distance      Geod. Az  |
 OV0426|                                                           dddmmss.s |
 OV0426| OV0353 ILLCO                               APPROX. 9.3 KM 2461314.1 |
 OV0426|---------------------------------------------------------------------|
 OV0426
 OV0426                          SUPERSEDED SURVEY CONTROL
 OV0426
 OV0426  NAD 83(1986)-  43 03 04.06152(N)    106 18 06.18114(W) AD(       ) 3
 OV0426  NGVD 29 (09/08/93) 1751.9    (m)         5748.     (f) VERT ANG       
 OV0426
 OV0426.Superseded values are not recommended for survey control.
 OV0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0426.See file dsdata.txt to determine how the superseded data were derived.
 OV0426
 OV0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9398667315(NAD 83)
 OV0426_MARKER: DS = TRIANGULATION STATION DISK
 OV0426_SETTING: 0 = UNSPECIFIED SETTING
 OV0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0426
 OV0426  HISTORY     - Date     Condition        Report By
 OV0426  HISTORY     - 1947     MONUMENTED       USGS
 OV0426
 OV0426                          STATION DESCRIPTION
 OV0426
 OV0426'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OV0426'LOCATED ABOUT 14 MI. N. AND 4 MI. E. OF CASPER, NEAR THE S. END OF A
 OV0426'HIGH BROAD HILL, IN SECTION 34, T 36 N, R 79 W.
 OV0426'
 OV0426'TO REACH FROM CASPER, INTERSECTION OF CENTER AND SECOND STREETS, GO W.
 OV0426'ON U.S. HIGHWAY 87 FOR 2.0 MI. TO THE JUNCTION OF U.S. HIGHWAYS 20 AND
 OV0426'87, TAKE RIGHT FORK AND GO N. ON U.S. HIGHWAY 87 FOR 9.2 MI. TO ORMSBY
 OV0426'ROAD, CONTINUE N. ON OLD U.S. HIGHWAY 87 FOR 4.9 MI., TURN RIGHT ONTO
 OV0426'DIRT RD. AND GO E. 0.5 MI. TO NEW U.S. HIGHWAY 87, CROSS HIGHWAY AND
 OV0426'CONTINUE E. 1.5 MI., THEN TURN NE., FOLLOWING TRUCK TRAIL ALONG RIDGE
 OV0426'FOR 1.0 MI. TO TOP OF HILL AND HIGHEST POINT AND STATION, ABOUT 300
 OV0426'FT. N. OF S. RIM.
 OV0426'
 OV0426'STATION MARK--STANDARD TABLET STAMPED---AIRY 1947---, AND SET IN TOP
 OV0426'OF A CONCRETE MONUMENT ABOUT 3 IN. ABOVE THE GROUND.
 OV0426'
 OV0426'REFERENCE MARK NO. 1--STANDARD TABLET SET IN TOP OF CONCRETE MONUMENT
 OV0426'3 IN. ABOVE GROUND STAMPED---AIRY NO. 1 1947---, AND 32.48 FT. E. OF
 OV0426'STATION MARK N 86 DEGREES 51 MINUTES SW.
 OV0426'
 OV0426'REFERENCE MARK NO. 2--STANDARD TABLET SET IN TOP OF CONCRETE MONUMENT
 OV0426'3 IN. ABOVE GROUND STAMPED---AIRY NO. 2 1947---, AND 41.37 FT. S. OF
 OV0426'STATION MARK N 150 DEGREES 05 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0510 ***********************************************************************
 NR0510  DESIGNATION -  AJRS 1
 NR0510  PID         -  NR0510
 NR0510  STATE/COUNTY-  WY/NATRONA
 NR0510  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0510
 NR0510                         *CURRENT SURVEY CONTROL
 NR0510  ___________________________________________________________________
 NR0510* NAD 83(1993)-  42 44 27.28914(N)    106 37 31.44537(W)     ADJUSTED  
 NR0510* NAVD 88     -      1667.9    (meters)    5472.     (feet)  VERTCON   
 NR0510  ___________________________________________________________________
 NR0510  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 NR0510  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 NR0510
 NR0510  HORZ ORDER  -  THIRD
 NR0510
 NR0510.The horizontal coordinates were established by classical geodetic methods
 NR0510.and adjusted by the National Geodetic Survey in January 1997..
 NR0510
 NR0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0510
 NR0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0510
 NR0510.The geoid height was determined by GEOID03.
 NR0510
 NR0510;                    North         East     Units Scale Factor Converg.
 NR0510;SPC WYEC     -   349,116.658   457,963.889   MT  0.99997882   +0 28 49.7
 NR0510;UTM  13      - 4,733,325.267   366,959.485   MT  0.99981776   -1 06 11.9
 NR0510
 NR0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0510!SPC WYEC     -   0.99974052  x   0.99997882  =   0.99971934
 NR0510!UTM  13      -   0.99974052  x   0.99981776  =   0.99955832
 NR0510
 NR0510:                Primary Azimuth Mark                     Grid Az
 NR0510:SPC WYEC     -  RED BUTTE                                092 39 56.9
 NR0510:UTM  13      -  RED BUTTE                                094 14 58.5
 NR0510
 NR0510|---------------------------------------------------------------------|
 NR0510| PID    Reference Object                     Distance      Geod. Az  |
 NR0510|                                                           dddmmss.s |
 NR0510| NR0538 RED BUTTE                           APPROX. 5.9 KM 0930846.6 |
 NR0510|---------------------------------------------------------------------|
 NR0510
 NR0510                          SUPERSEDED SURVEY CONTROL
 NR0510
 NR0510  NAD 83(1986)-  42 44 27.27532(N)    106 37 31.42438(W) AD(       ) 3
 NR0510  NGVD 29 (09/08/93) 1667.0    (m)         5469.     (f) VERT ANG       
 NR0510
 NR0510.Superseded values are not recommended for survey control.
 NR0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0510.See file dsdata.txt to determine how the superseded data were derived.
 NR0510
 NR0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6695933325(NAD 83)
 NR0510_MARKER: DS = TRIANGULATION STATION DISK
 NR0510_SETTING: 0 = UNSPECIFIED SETTING
 NR0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0510
 NR0510  HISTORY     - Date     Condition        Report By
 NR0510  HISTORY     - 1948     MONUMENTED       USGS
 NR0510
 NR0510                          STATION DESCRIPTION
 NR0510
 NR0510'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0510'LOCATED 15 MI. SW. CASPER AND 5 MI. W. OF HIGHWAY 220.
 NR0510'
 NR0510'TO REACH FROM JUNCTION DIRT RD. AND WYOMING HIGHWAY 220 AT GOOSE EGG
 NR0510'INN, 11 MI. SW. OF CASPER, GO W. ON DIRT RD. 2.05 MI. TO T-RD.  TURN
 NR0510'RIGHT FOR 0.55 MI. TO BRIDGE OVER N. PLATTE RIVER, CONTINUE 0.8 MI.
 NR0510'ON MAIN RD. TO T-RD. LEFT, TURN LEFT (S.) 2.4 MI. TO CROSSROADS,
 NR0510'CONTINUE STRAIGHT 3.1 MI. TO CATTLEGUARD AND T-RD., GO THRU GUARD AND
 NR0510'TURN LEFT 0.25 MI. TO GATE, GO THRU GATE FOR 0.4 MI. TO CURVE AND
 NR0510'STATION ON IRRIGATION BANK, 175 FT. N. OF RD., 10 FT. S. SPILLWAY
 NR0510'NO. 128.54, 277 FT. W. 1/16 COR. S. 14.
 NR0510'
 NR0510'STATION MARK--STANDARD TABLET STAMPED---AJRS-1, 1948---, AND SET IN
 NR0510'CONCRETE POST PROJECTING 4 IN.
 NR0510'
 NR0510'REFERENCE MARK NO. 1--STANDARD COPPER NAIL AND WASHER IN CONCRETE POST
 NR0510'AND IS 106 FT. S. OF STATION N 63 DEGREES 34 MINUTES, NE.
 NR0510'
 NR0510'REFERENCE MARK NO. 2--STANDARD GLO MARKER STAMPED---1/16 S14---, AND
 NR0510'IS 277 FT. NE. OF STATION N 76 DEGREES 13 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0342 ***********************************************************************
 PX0342  DESIGNATION -  ALAMO
 PX0342  PID         -  PX0342
 PX0342  STATE/COUNTY-  WY/BIG HORN
 PX0342  USGS QUAD   -  SCHUSTER FLATS NE (1951)
 PX0342
 PX0342                         *CURRENT SURVEY CONTROL
 PX0342  ___________________________________________________________________
 PX0342* NAD 83(1993)-  44 12 24.18885(N)    108 00 37.96816(W)     ADJUSTED  
 PX0342* NAVD 88     -      1326.7    (meters)    4353.     (feet)  VERTCON   
 PX0342  ___________________________________________________________________
 PX0342  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 PX0342  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 PX0342
 PX0342  HORZ ORDER  -  FIRST
 PX0342
 PX0342.The horizontal coordinates were established by classical geodetic methods
 PX0342.and adjusted by the National Geodetic Survey in January 1997..
 PX0342
 PX0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0342
 PX0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0342
 PX0342.The geoid height was determined by GEOID03.
 PX0342
 PX0342;                    North         East     Units Scale Factor Converg.
 PX0342;SPC WYEC     -   511,940.358   345,875.583   MT  0.99997352   -0 28 19.9
 PX0342;UTM  12      - 4,899,179.664   738,846.176   MT  1.00030166   +2 05 07.4
 PX0342;UTM  13      - 4,899,241.248   259,468.494   MT  1.00031160   -2 06 00.4
 PX0342
 PX0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0342!SPC WYEC     -   0.99979406  x   0.99997352  =   0.99976759
 PX0342!UTM  12      -   0.99979406  x   1.00030166  =   1.00009566
 PX0342!UTM  13      -   0.99979406  x   1.00031160  =   1.00010560
 PX0342
 PX0342:                Primary Azimuth Mark                     Grid Az
 PX0342:SPC WYEC     -  ALAMO AZ MK                              095 07 28.0
 PX0342:UTM  12      -  ALAMO AZ MK                              092 34 00.7
 PX0342:UTM  13      -  ALAMO AZ MK                              096 45 08.5
 PX0342
 PX0342|---------------------------------------------------------------------|
 PX0342| PID    Reference Object                     Distance      Geod. Az  |
 PX0342|                                                           dddmmss.s |
 PX0342| CQ4491 ALAMO AZ MK                                        0943908.1 |
 PX0342| CQ4493 ALAMO RM 2                           13.052 METERS 16753     |
 PX0342| CQ4492 ALAMO RM 1                           12.912 METERS 27824     |
 PX0342| PX0338 BASIN MUNICIPAL TANK                APPROX.18.0 KM 3520227.1 |
 PX0342|---------------------------------------------------------------------|
 PX0342
 PX0342                          SUPERSEDED SURVEY CONTROL
 PX0342
 PX0342  NAD 83(1986)-  44 12 24.17843(N)    108 00 37.96550(W) AD(       ) 1
 PX0342  NAD 27      -  44 12 24.33250(N)    108 00 35.61610(W) AD(       ) 1
 PX0342  NGVD 29 (11/06/89) 1325.9    (m)         4350.     (f) VERT ANG       
 PX0342
 PX0342.Superseded values are not recommended for survey control.
 PX0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0342.See file dsdata.txt to determine how the superseded data were derived.
 PX0342
 PX0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP3884699180(NAD 83)
 PX0342_MARKER: DD = SURVEY DISK
 PX0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0342
 PX0342  HISTORY     - Date     Condition        Report By
 PX0342  HISTORY     - 1948     MONUMENTED       USGS
 PX0342  HISTORY     - 1957     GOOD             USGS
 PX0342
 PX0342                          STATION DESCRIPTION
 PX0342
 PX0342'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (OSR)
 PX0342'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH AND 1-3/4 MILES
 PX0342'WEST OF MANDERSON, ON A LOW RIDGE BETWEEN ALAMO AND FIVE MILE
 PX0342'CREEKS, ABOUT 0.3 MILE NORTH OF A TRACK ROAD THROUGH SADDLE
 PX0342'OF RIDGE.
 PX0342'
 PX0342'STATION IS LOCATED FRM MANDERSON BY GOING WESTERLY ON U.S.
 PX0342'HIGHWAY 20 FOR A SHORT DISTANCE TO BRIDGE OVER BIG HORN RIVER,
 PX0342'TURN LEFT AND GO SOUTH ON FIRST GRAVEL ROAD WEST OF BRIDGE
 PX0342'FOR 0.25 MILE TO A ROAD RIGHT, CONTINUE 1.05 MILES TO A T-ROAD
 PX0342'RIGHT, CONTINUE EAST AND SOUTH 1.7 MILES TO FORK WHERE THE
 PX0342'MAIN ROAD TURNS LEFT, TURN RIGHT ON PRIVATE ROAD 0.25 MILE
 PX0342'TO RANCH HOUSE, PASS THROUGH YARD 0.1 MILE TO FORK IMMEDIATELY
 PX0342'AFTER PASSING THROUGH LAST GATE, TAKE LEFT FORK 0.1 MILE TO
 PX0342'FORK AT NORTHWEST CORNER OF SHEEP SHED, TAKE LEFT FORK 0.1
 PX0342'MILE TO BRIDGE OVER A CANAL, CROSS BRIDGE, PASS THROUGH A
 PX0342'GATE AND CONTINUE 0.05 MILE TO FORK, TAKE LEFT FORK AND
 PX0342'FOLLOW MAIN ROAD SOUTHWESTERLY 1.55 MILES TO PIPELINE
 PX0342'CROSSING ROAD, CONTINUE 0.6 TO AZIMUTH ON LEFT, CONTINUE 0.5
 PX0342'MILE TO SADDLE AT TOP OF RIDGE.  TURN RIGHT AND FOLLOW DIM
 PX0342'TRACKS NORTHERLY ALONG RIDGE 0.3 MILE TO HIGHEST POINT AND
 PX0342'STATION.
 PX0342'
 PX0342'STATION MARK IS A STANDARD U.S.G.S. DISK SET IN A 7 IN X 7 IN
 PX0342'SQUARE, CONCRETE POST PROJECTING 3 INCHES AND IS STAMPED ALAMO
 PX0342'1948 VABM 4350.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 PX0342'3 FEET EAST OF THE MARK.
 PX0342'
 PX0342'REFERENCE MARK 1 IS A STANDARD U.S.G.S. REFERENCE MARK DISK
 PX0342'SET IN A 5 IN X 5 IN SQUARE, CONCRETE POST PROJECTING 2 INCHES
 PX0342'AND STAMPED ALAMO NO 1 1948.
 PX0342'
 PX0342'REFERENCE MARK 2 IS A STANDARD U.S.G.S. REFERENCE MARK DISK
 PX0342'SET IN A 5 IN X 5 IN SQUARE, CONCRETE POST PROJECTING 1 INCH
 PX0342'AND STAMPED ALAMO 2 1948.
 PX0342'
 PX0342'AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. AZIMUTH MARK DISK
 PX0342'SET IN A 10 IN X 10 IN SQUARE, CONCRETE POST PROJECTING 5
 PX0342'INCHES AND IS STAMPED ALAMO USGS 1948.  IT IS 65 FEET WEST
 PX0342'OF CENTER OF CROSSROADS, 20 FEET NORTH OF CENTER OF EAST-WEST
 PX0342'ROAD, 15 FEET SOUTH OF MAIN TRAVELED ROAD.  A 4 IN X 4 IN
 PX0342'WHITE WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0801 ***********************************************************************
 MR0801  DESIGNATION -  ALBERT
 MR0801  PID         -  MR0801
 MR0801  STATE/COUNTY-  WY/UINTA
 MR0801  USGS QUAD   -  BRIDGER (1978)
 MR0801
 MR0801                         *CURRENT SURVEY CONTROL
 MR0801  ___________________________________________________________________
 MR0801* NAD 83(1993)-  41 27 26.97133(N)    110 36 32.53155(W)     ADJUSTED  
 MR0801* NAVD 88     -      2269.9    (meters)    7447.     (feet)  VERTCON   
 MR0801  ___________________________________________________________________
 MR0801  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 MR0801  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 MR0801
 MR0801  HORZ ORDER  -  FIRST
 MR0801
 MR0801.The horizontal coordinates were established by classical geodetic methods
 MR0801.and adjusted by the National Geodetic Survey in January 1997..
 MR0801
 MR0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0801
 MR0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0801
 MR0801.The geoid height was determined by GEOID03.
 MR0801
 MR0801;                    North         East     Units Scale Factor Converg.
 MR0801;SPC WY W     -   206,459.598   756,079.773   MT  0.99996123   -0 20 53.0
 MR0801;UTM  12      - 4,589,618.798   532,652.254   MT  0.99961312   +0 15 31.8
 MR0801
 MR0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0801!SPC WY W     -   0.99964636  x   0.99996123  =   0.99960761
 MR0801!UTM  12      -   0.99964636  x   0.99961312  =   0.99925962
 MR0801
 MR0801|---------------------------------------------------------------------|
 MR0801| PID    Reference Object                     Distance      Geod. Az  |
 MR0801|                                                           dddmmss.s |
 MR0801| CP5245 ALBERT RM 2                           9.278 METERS 03947     |
 MR0801| MR0817 MICROWAVE TWR 10 MI E EVANSTON      APPROX.24.2 KM 2164504.0 |
 MR0801| CP5243 ALBERT AZ MK                                       2915808.1 |
 MR0801| CP5244 ALBERT RM 1                          14.863 METERS 34141     |
 MR0801|---------------------------------------------------------------------|
 MR0801
 MR0801                          SUPERSEDED SURVEY CONTROL
 MR0801
 MR0801  NAD 83(1986)-  41 27 26.95802(N)    110 36 32.52438(W) AD(       ) 1
 MR0801  NAD 27      -  41 27 27.14320(N)    110 36 29.91660(W) AD(       ) 1
 MR0801  NGVD 29 (07/19/86) 2268.6    (m)         7443.     (f) VERT ANG       
 MR0801
 MR0801.Superseded values are not recommended for survey control.
 MR0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0801.See file dsdata.txt to determine how the superseded data were derived.
 MR0801
 MR0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL3265289619(NAD 83)
 MR0801_MARKER: DS = TRIANGULATION STATION DISK
 MR0801_SETTING: 0 = UNSPECIFIED SETTING
 MR0801
 MR0801  HISTORY     - Date     Condition        Report By
 MR0801  HISTORY     - 1962     MONUMENTED       CGS
 MR0801
 MR0801                          STATION DESCRIPTION
 MR0801
 MR0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0801'STATION IS ON THE HIGHEST POINT OF HOGBACK RIDGE, IT IS A
 MR0801'LONG NORTH-SOUTH RIDGE ALONG THE EAST SIDE OF U.S. HIGHWAY 189,
 MR0801'ABOUT 19 MILES NORTHWEST OF LYMAN, 23 MILES NORTHEAST OF EVANSTON
 MR0801'AND 23-1/2 MILES SOUTH-SOUTHWEST OF KEMMERER.
 MR0801'
 MR0801'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30N AND 189 IN THE
 MR0801'SOUTHEAST EDGE OF DIAMONDVILLE.  GO SOUTHWEST AND SOUTH ON U.S.
 MR0801'HIGHWAY 189 FOR 10.5 MILES TO A SINCLAIR SERVICE STATION AND
 MR0801'TAVERN ON THE RIGHT.  CONTINUE AHEAD, SOUTH ON THE HIGHWAY
 MR0801'FOR 10.7 MILES TO A SIDE ROAD LEFT AT SHELTER CABIN NUMBER 3.
 MR0801'(TO REACH THE AZIMUTH MARK, CONTINUE AHEAD ON THE HIGHWAY FOR
 MR0801'1.15 MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN LEFT,
 MR0801'EASTERLY ON TRACK ROAD FOR 0.8 MILE TO A FORK.  TAKE THE RIGHT
 MR0801'FORK, CROSS SMALL BRIDGE AND FOLLOW TRACK ROAD FOR 0.25
 MR0801'MILE TO A FORK.  TAKE THE RIGHT FORK, TRACK ROAD FOR 1.5
 MR0801'MILE TO A DIM SIDE ROAD RIGHT.  TURN RIGHT, WESTERLY ON DIM
 MR0801'TRACK ROAD FOR 0.2 MILE TO THE TOP OF A SMALL RIDGE.  TURN
 MR0801'RIGHT, NORTHERLY ON TRACK ROAD DOWN HILL FOR 0.45 MILE TO
 MR0801'AN EARTH DAM.  CONTINUE WESTERLY ON DIM TRACK ROAD FOR 0.15
 MR0801'MILE TO THE TOP OF A SMALL RIDGE.  CONTINUE AHEAD WEST AND
 MR0801'THEN SOUTH UP DRAW FOR 0.4 MILE TO THE EDGE OF A GROUP OF
 MR0801'EVERGREEN TREES.  TURN RIGHT UP STEEP HILL FOR 0.25 MILE
 MR0801'TO THE HIGHEST POINT AND STATION.  A JEEP SHOULD BE USED ON
 MR0801'THIS STATION.
 MR0801'
 MR0801'STATION MARK IS A STANDARD DISK, STAMPED ALBERT 1962, BRAZED
 MR0801'TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 6 INCHES.  IT IS
 MR0801'ON THE HIGHEST POINT OF THE RIDGE.
 MR0801'
 MR0801'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALBERT NO 1 1962,
 MR0801'CEMENTED IN A DRILL HOLE IN A 3 X 5 FOOT ROCK OUTCROP PROJECTING
 MR0801'1 FOOT.  IT IS ABOUT 2-1/2 FEET LOWER THAN THE STATION AND ON THE
 MR0801'WEST EDGE OF THE RIDGE.
 MR0801'
 MR0801'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALBERT NO 2 1962,
 MR0801'BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 4 INCHES.
 MR0801'IT IS ABOUT 1 FOOT LOWER THAN THE STATION AND IS ON THE EAST
 MR0801'EDGE OF THE RIDGE.
 MR0801'
 MR0801'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALBERT 1962, CEMENTED
 MR0801'IN A DRILL HOLE IN A 1-1/2 X 2-1/2 FOOT BOULDER PROJECTING 1 FOOT.
 MR0801'IT IS 81 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 189, 1.6
 MR0801'FEET NORTH OF A WITNESS POST AND ABOUT 6 FEET HIGHER THAN
 MR0801'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1019 ***********************************************************************
 MO1019  DESIGNATION -  ALBIN
 MO1019  PID         -  MO1019
 MO1019  STATE/COUNTY-  WY/LARAMIE
 MO1019  USGS QUAD   -  ALBIN (1991)
 MO1019
 MO1019                         *CURRENT SURVEY CONTROL
 MO1019  ___________________________________________________________________
 MO1019* NAD 83(1993)-  41 29 24.51849(N)    104 05 31.79819(W)     ADJUSTED  
 MO1019* NAVD 88     -      1640.4    (meters)    5382.     (feet)  VERTCON   
 MO1019  ___________________________________________________________________
 MO1019  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 MO1019  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 MO1019
 MO1019  HORZ ORDER  -  FIRST
 MO1019
 MO1019.The horizontal coordinates were established by classical geodetic methods
 MO1019.and adjusted by the National Geodetic Survey in January 1997..
 MO1019
 MO1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1019
 MO1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1019
 MO1019.The geoid height was determined by GEOID03.
 MO1019
 MO1019;                    North         East     Units Scale Factor Converg.
 MO1019;SPC WY E     -   110,509.813   289,725.322   MT  1.00003654   +0 42 42.8
 MO1019;SPC NE       -   192,030.777   158,512.195   MT  0.99965863   -2 42 42.7
 MO1019;UTM  13      - 4,593,567.781   575,782.208   MT  0.99967067   +0 36 05.3
 MO1019
 MO1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1019!SPC WY E     -   0.99974560  x   1.00003654  =   0.99978213
 MO1019!SPC NE       -   0.99974560  x   0.99965863  =   0.99940431
 MO1019!UTM  13      -   0.99974560  x   0.99967067  =   0.99941635
 MO1019
 MO1019:                Primary Azimuth Mark                     Grid Az
 MO1019:SPC WY E     -  BLACK HILLS VIDEO CO MICROWAVE           028 21 34.9
 MO1019:SPC NE       -  BLACK HILLS VIDEO CO MICROWAVE           031 47 00.4
 MO1019:UTM  13      -  BLACK HILLS VIDEO CO MICROWAVE           028 28 12.4
 MO1019
 MO1019|---------------------------------------------------------------------|
 MO1019| PID    Reference Object                     Distance      Geod. Az  |
 MO1019|                                                           dddmmss.s |
 MO1019| MO0999 BLACK HILLS VIDEO CO MICROWAVE      APPROX. 8.1 KM 0290417.7 |
 MO1019| MO1020 TREMAIN W UNION MICROWAVE           APPROX. 0.6 KM 0695250.1 |
 MO1019| CP9469 ALBIN RM 1                           20.000 METERS 07336     |
 MO1019| CP9470 ALBIN RM 2 AZIMUTH                                 0851446.5 |
 MO1019| CP9471 ALBIN RM 3                           41.986 METERS 15616     |
 MO1019| MO1018 ALBIN WATER TANK                    APPROX. 8.0 KM 1854537.1 |
 MO1019| MO1023 ALBIN DUHAMEL ENTER STA KPG 47      APPROX. 7.9 KM 2033029.0 |
 MO1019|---------------------------------------------------------------------|
 MO1019
 MO1019                          SUPERSEDED SURVEY CONTROL
 MO1019
 MO1019  NAD 83(1986)-  41 29 24.50660(N)    104 05 31.79959(W) AD(       ) 1
 MO1019  NAD 27      -  41 29 24.59100(N)    104 05 29.97200(W) AD(       ) 1
 MO1019  NGVD 29 (09/11/89) 1639.5    (m)         5379.     (f) VERT ANG       
 MO1019
 MO1019.Superseded values are not recommended for survey control.
 MO1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1019.See file dsdata.txt to determine how the superseded data were derived.
 MO1019
 MO1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7578293568(NAD 83)
 MO1019_MARKER: DS = TRIANGULATION STATION DISK
 MO1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1019
 MO1019  HISTORY     - Date     Condition        Report By
 MO1019  HISTORY     - 1933     MONUMENTED       CGS
 MO1019  HISTORY     - 1954     GOOD             FAS
 MO1019  HISTORY     - 1958     GOOD             USGS
 MO1019  HISTORY     - 1960     GOOD             CGS
 MO1019  HISTORY     - 1963     GOOD             CGS
 MO1019
 MO1019                          STATION DESCRIPTION
 MO1019
 MO1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO1019'ABOUT 5 MILES NORTH OF ALBIN, ON PROMINENT KNOLL IN PASTURE,
 MO1019'AT WEST EDGE OF TABLELAND OVERLOOKING HORSE CREEK VALLEY,
 MO1019'ON LAND OWNED BY ARVID ANDERSON, IN NORTHWEST CORNER OF
 MO1019'SEC. 33, T. 18 N., R. 60 W.  TO REACH FROM ALBIN, FOLLOW MAIN
 MO1019'ROAD EAST 1/4 MILE, THEN NORTH 4.0 MILES TO T-ROAD, THEN EAST
 MO1019'1.0 MILE, NORTH 1.0 MILE, THEN WEST 0.4 MILE TO ANDERSONS
 MO1019'HOUSE.  FROM HOUSE FOLLOW PASTURE TRAIL WEST 0.5 MILE, THENCE
 MO1019'TO RIGHT, ACROSS PASTURE, ABOUT 200 YARDS TO STATION.  STATION
 MO1019'IS ON EXTREME NORTHERLY END OF BARE, RIDGE-LIKE KNOLL,
 MO1019'SLIGHTLY WEST OF HIGHEST POINT, 100 YARDS EAST AND 100 YARDS
 MO1019'SOUTH OF NORTHWEST CORNER OF SEC. 33.  SURFACE AND
 MO1019'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 MO1019'CONCRETE.  UPPER MARK PROJECTS 4 INCHES.
 MO1019'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 MO1019'CONCRETE.  ALL PROJECT 4 INCHES.  NO. 1 IS ON SAME
 MO1019'KNOLL AS AND 65.70 FEET FROM STATION.
 MO1019'NO. 2, AZIMUTH MARK, IS AT NORTHWEST CORNER OF ANDERSONS
 MO1019'YARD, AND ABOUT 1/2 MILE FROM STATION N 85 DEG 15 MIN E.
 MO1019'NO. 3 IS ON CREST OF SAME KNOLL AS AND
 MO1019'137.74 FEET FROM STATION.
 MO1019
 MO1019                          STATION RECOVERY (1954)
 MO1019
 MO1019'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 MO1019'RECOVERED STATION AND REFERENCE MARKS IN EXCELLENT CONDITION.
 MO1019'PUBLISHED DESCRIPTION ADEQUATE.
 MO1019
 MO1019                          STATION RECOVERY (1958)
 MO1019
 MO1019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MO1019'RECOVERED.
 MO1019
 MO1019                          STATION RECOVERY (1960)
 MO1019
 MO1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1019'THE STATION WAS RECOVERED AS DESCRIBED BY W. MUSSETTER IN 1933
 MO1019'AND ALL MARKS FOUND IN GOOD CONDITION.  A GROVE OF TREES HAS
 MO1019'SINCE GROWN ON LINE TO THE AZIMUTH MARK.  THE PROPERTY OWNER
 MO1019'OBJECTED TO CLEARING A LINE THROUGH THEM.  TWO MICROWAVE TOWERS
 MO1019'WERE INTERSECTED TO SERVE AS AZIMUTH.
 MO1019'
 MO1019'TO REACH FROM THE POST OFFICE IN THE TOWN OF ALBIN--GO EAST ON
 MO1019'SURFACED ROAD FOR 0.4 MILE TO A CROSSROAD AND WHITE CHURCH
 MO1019'IN SOUTHWEST ANGLE, TURN LEFT AND GO NORTH FOR 4.0 MILES TO A
 MO1019'T INTERSECTION, THENCE RIGHT AND GO EAST FOR 1.0 MILE, THENCE
 MO1019'LEFT AND GO NORTH FOR 1.0 MILE TO A FENCE CORNER, THENCE LEFT
 MO1019'AND GO WEST ON TRACK ROAD FOR 0.5 MILE TO THE AZIMUTH MARK
 MO1019'ON LEFT AT NORTHWEST CORNER OF FENCE AROUND FARM BUILDINGS.
 MO1019'CONTINUE AHEAD WEST FOR 0.5 MILE THEN BEAR NORTHWEST FOR 0.2
 MO1019'MILE UP STEEP SLOPE AND ALONG RIDGE TO NORTH END AND STATION.
 MO1019
 MO1019                          STATION RECOVERY (1963)
 MO1019
 MO1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1019'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 MO1019'(AZIMUTH MARK) AND REFERENCE MARK NO. 3 WERE RECOVERED IN
 MO1019'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS
 MO1019'NOS. 1 AND 3 WERE VERIFIED.  THE DIRECTION TO THE AZIMUTH
 MO1019'MARK WAS VERIFIED.
 MO1019'
 MO1019'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MO1019'
 MO1019'THE STATION IS 5 MILES NORTH OF ALBIN, ON A PROMINENT KNOLL
 MO1019'IN PASTURE LAND, IN THE NORTHWEST CORNER OF SECTION 33, T 18 N,
 MO1019'R 60 W, AND ON PROPERTY OWNED BY MR. ARVID ANDERSON.
 MO1019'
 MO1019'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, GO EAST
 MO1019'ON A SURFACED ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT
 MO1019'AND GO NORTH ON A GRADED ROAD FOR 4.0 MILES TO A T-INTERSECTION.
 MO1019'TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 1.0 MILE TO A
 MO1019'CROSSROAD.  TURN LEFT AND GO NORTH ON A SECTION LINE ROAD
 MO1019'FOR 1.0 MILE TO A T-ROAD.  TURN LEFT AND GO WEST FOR 0.35
 MO1019'MILE TO A T-FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT.
 MO1019'CONTINUE WEST FOR 0.1 MILE TO A WIRE GATE ON THE LEFT.  TURN
 MO1019'LEFT, PASS THROUGH THE GATE AND GO SOUTH AND WEST ON A TRACK
 MO1019'ROAD FOR 0.35 MILE TO A DIM TRACK ROAD ON THE RIGHT.  BEAR
 MO1019'RIGHT AND GO NORTHWEST, UPSLOPE, THEN NORTH ALONG TOP OF
 MO1019'HILL FOR 0.15 MILE TO THE STATION ON THE NORTH END AND
 MO1019'HIGHEST PART OF THE HILL.
 MO1019'
 MO1019'STATION MARK IS A STANDARD DISK STAMPED ALBIN 1933, SET IN
 MO1019'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS ABOUT
 MO1019'24 FEET SOUTH OF THE NORTH EDGE OF THE HILL.  THE UNDERGROUND
 MO1019'DISK WAS NOT INSPECTED.
 MO1019'
 MO1019'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALBIN NO 1
 MO1019'1933, SET IN A CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 MO1019'IS ABOUT 20 FEET WEST OF THE EAST EDGE OF THE HILL AND ABOUT
 MO1019'3 FEET LOWER IN ELEVATION THAN THE STATION.
 MO1019'
 MO1019'REFERENCE MARK NO. 2, (AZIMUTH MARK) IS A STANDARD REFERENCE
 MO1019'MARK DISK STAMPED ALBIN NO 2 1933, SET IN A SQUARE CONCRETE
 MO1019'POST WHICH PROJECTS 1 INCH.  IT IS 59 FEET NORTHEAST OF THE
 MO1019'NORTHEAST CORNER OF A SMALL BUILDING, 26 FEET SOUTH OF THE
 MO1019'CENTER OF A GRADED ROAD, 2 FEET SOUTHWEST OF A T-FENCE CORNER
 MO1019'AND 1.8 FEET SOUTHEAST OF A METAL WITNESS POST.
 MO1019'
 MO1019'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ALBIN NO 3 1933,
 MO1019'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO1019'IT IS ON THE SOUTH PART OF THE HILL AND ABOUT 2 FEET LOWER
 MO1019'IN ELEVATION THAN THE STATION.
 MO1019'
 MO1019'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MO1019'
 MO1019'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1023 ***********************************************************************
 MO1023  DESIGNATION -  ALBIN DUHAMEL ENTER STA KPG 47
 MO1023  PID         -  MO1023
 MO1023  STATE/COUNTY-  WY/LARAMIE
 MO1023  USGS QUAD   -  GURNEY PEAK (1991)
 MO1023
 MO1023                         *CURRENT SURVEY CONTROL
 MO1023  ___________________________________________________________________
 MO1023* NAD 83(1993)-  41 25 28.40782(N)    104 07 48.23818(W)     ADJUSTED  
 MO1023* NAVD 88     -                                                        
 MO1023  ___________________________________________________________________
 MO1023  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 MO1023  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 MO1023
 MO1023  HORZ ORDER  -  THIRD
 MO1023
 MO1023.The horizontal coordinates were established by classical geodetic methods
 MO1023.and adjusted by the National Geodetic Survey in January 1997..
 MO1023
 MO1023
 MO1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1023
 MO1023.The geoid height was determined by GEOID03.
 MO1023
 MO1023;                    North         East     Units Scale Factor Converg.
 MO1023;SPC WY E     -   103,187.292   286,647.725   MT  1.00002986   +0 41 09.2
 MO1023;SPC NE       -   184,907.760   155,004.157   MT  0.99965960   -2 44 13.1
 MO1023;UTM  13      - 4,586,253.875   572,691.642   MT  0.99966503   +0 34 32.2
 MO1023
 MO1023                          SUPERSEDED SURVEY CONTROL
 MO1023
 MO1023  NAD 83(1986)-  41 25 28.39590(N)    104 07 48.23682(W) AD(       ) 4
 MO1023  NAD 27      -  41 25 28.47400(N)    104 07 46.40300(W) AD(       ) 3
 MO1023
 MO1023.Superseded values are not recommended for survey control.
 MO1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1023.See file dsdata.txt to determine how the superseded data were derived.
 MO1023
 MO1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7269286254(NAD 83)
 MO1023_MARKER: 42 = RADIO/TV MAST
 MO1023
 MO1023  HISTORY     - Date     Condition        Report By
 MO1023  HISTORY     - 1960     FIRST OBSERVED   CGS
 MO1023  HISTORY     - 1963     GOOD             CGS
 MO1023
 MO1023                          STATION DESCRIPTION
 MO1023
 MO1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1023'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS LOCATED 1-1/2
 MO1023'MILES WEST AND 1/2 MILE NORTH OF ALBIN.
 MO1023'
 MO1023'THE MAST IS A SLENDER, GUYED STEEL STRUCTURE PAINTED ALTERNATELY
 MO1023'RED AND WHITE, TWO LARGE REFLECTORS NEAR THE TOP, ONE ON THE
 MO1023'NORTH SIDE AND ONE ON THE SOUTH SIDE, A SINGLE RED LIGHT ON
 MO1023'THE TOP AND 210 FEET IN HEIGHT.
 MO1023'
 MO1023'THE SINGLE RED LIGHT WAS THE POINT INTERSECTED.
 MO1023'
 MO1023'THIS STATION WAS NOT PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1018 ***********************************************************************
 MO1018  DESIGNATION -  ALBIN WATER TANK
 MO1018  PID         -  MO1018
 MO1018  STATE/COUNTY-  WY/LARAMIE
 MO1018  USGS QUAD   -  ALBIN (1991)
 MO1018
 MO1018                         *CURRENT SURVEY CONTROL
 MO1018  ___________________________________________________________________
 MO1018* NAD 83(1993)-  41 25 04.95436(N)    104 06 06.58276(W)     ADJUSTED  
 MO1018* NAVD 88     -                                                        
 MO1018  ___________________________________________________________________
 MO1018  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 MO1018  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 MO1018
 MO1018  HORZ ORDER  -  THIRD
 MO1018
 MO1018.The horizontal coordinates were established by classical geodetic methods
 MO1018.and adjusted by the National Geodetic Survey in January 1997..
 MO1018
 MO1018
 MO1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1018
 MO1018.The geoid height was determined by GEOID03.
 MO1018
 MO1018;                    North         East     Units Scale Factor Converg.
 MO1018;SPC WY E     -   102,492.411   289,016.992   MT  1.00003498   +0 42 16.2
 MO1018;SPC NE       -   184,072.975   157,326.845   MT  0.99965976   -2 43 05.8
 MO1018;UTM  13      - 4,585,554.690   575,058.702   MT  0.99966933   +0 35 39.2
 MO1018
 MO1018                          SUPERSEDED SURVEY CONTROL
 MO1018
 MO1018  NAD 83(1986)-  41 25 04.94227(N)    104 06 06.58157(W) AD(       ) 4
 MO1018  NAD 27      -  41 25 05.02300(N)    104 06 04.74600(W) AD(       ) 3
 MO1018
 MO1018.Superseded values are not recommended for survey control.
 MO1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1018.See file dsdata.txt to determine how the superseded data were derived.
 MO1018
 MO1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7505985555(NAD 83)
 MO1018_MARKER: 53 = ELEVATED TANK
 MO1018
 MO1018  HISTORY     - Date     Condition        Report By
 MO1018  HISTORY     - 1933     FIRST OBSERVED   CGS
 MO1018  HISTORY     - 1963     GOOD             CGS
 MO1018
 MO1018                          STATION DESCRIPTION
 MO1018
 MO1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1018'THE STATION IS THE BALL ATOP THE WATER TANK WHICH IS LOCATED
 MO1018'IN THE VILLAGE OF ALBIN, 0.05 MILE NORTHEAST OF THE ALBIN
 MO1018'SCHOOL AND ABOUT 100 FEET SOUTH OF THE MAIN EAST-WEST PAVED
 MO1018'ROAD.
 MO1018'
 MO1018'THE TANK IS CYLINDRICAL IN SHAPE, PAINTED SILVER, THE BLACK
 MO1018'LETTERS ALBIN WYO ON THE EAST AND WEST SIDES.  THE TANK IS
 MO1018'SUPPORTED BY FOUR LEGS AND APPROXIMATELY 90 FEET IN HEIGHT.
 MO1018'
 MO1018'THE BALL WAS THE POINT INTERSECTED.
 MO1018'
 MO1018'THIS STATION WAS NOT PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0394 ***********************************************************************
 NR0394  DESIGNATION -  ALCOVA
 NR0394  PID         -  NR0394
 NR0394  STATE/COUNTY-  WY/NATRONA
 NR0394  USGS QUAD   -  BENTON BASIN NE (1984)
 NR0394
 NR0394                         *CURRENT SURVEY CONTROL
 NR0394  ___________________________________________________________________
 NR0394* NAD 83(1993)-  42 38 46.24129(N)    106 46 18.01429(W)     ADJUSTED  
 NR0394* NAVD 88     -      2068.00   (+/-2cm)    6784.8    (feet)  VERTCON   
 NR0394  ___________________________________________________________________
 NR0394  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 NR0394  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NR0394
 NR0394  HORZ ORDER  -  FIRST
 NR0394  VERT ORDER  -  THIRD ? (See Below)
 NR0394
 NR0394.The horizontal coordinates were established by classical geodetic methods
 NR0394.and adjusted by the National Geodetic Survey in January 1997..
 NR0394
 NR0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0394.The vertical order pertains to the NGVD 29 superseded value.
 NR0394
 NR0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0394
 NR0394.The geoid height was determined by GEOID03.
 NR0394
 NR0394;                    North         East     Units Scale Factor Converg.
 NR0394;SPC WYEC     -   338,503.355   446,057.612   MT  0.99996359   +0 22 49.9
 NR0394;UTM  13      - 4,723,046.156   354,766.289   MT  0.99985951   -1 12 01.7
 NR0394
 NR0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0394!SPC WYEC     -   0.99967777  x   0.99996359  =   0.99964137
 NR0394!UTM  13      -   0.99967777  x   0.99985951  =   0.99953732
 NR0394
 NR0394|---------------------------------------------------------------------|
 NR0394| PID    Reference Object                     Distance      Geod. Az  |
 NR0394|                                                           dddmmss.s |
 NR0394| CP5247 ALCOVA RM 1                          20.150 METERS 19135     |
 NR0394| CP5248 ALCOVA RM 2                          13.192 METERS 24611     |
 NR0394| CP5246 ALCOVA AZ MK                                       2790843.5 |
 NR0394|---------------------------------------------------------------------|
 NR0394
 NR0394                          SUPERSEDED SURVEY CONTROL
 NR0394
 NR0394  NAD 83(1986)-  42 38 46.22896(N)    106 46 17.99110(W) AD(       ) 1
 NR0394  NAD 27      -  42 38 46.36400(N)    106 46 15.83100(W) AD(       ) 1
 NR0394  NGVD 29 (07/19/86) 2066.99   (m)         6781.4    (f) LEVELING    3  
 NR0394
 NR0394.Superseded values are not recommended for survey control.
 NR0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0394.See file dsdata.txt to determine how the superseded data were derived.
 NR0394
 NR0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH5476623046(NAD 83)
 NR0394_MARKER: DD = SURVEY DISK
 NR0394_SETTING: 0 = UNSPECIFIED SETTING
 NR0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0394
 NR0394  HISTORY     - Date     Condition        Report By
 NR0394  HISTORY     - 1903     MONUMENTED       USGS
 NR0394  HISTORY     - 1934     GOOD             USGS
 NR0394  HISTORY     - 1949     GOOD             USGS
 NR0394
 NR0394                          STATION DESCRIPTION
 NR0394
 NR0394'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 NR0394'ABOUT 8 MILES WEST OF NORTH PLATTE RIVER, 7 MILES NORTHWEST OF
 NR0394'ALCOVA, ON NORTHEAST END OF HIGH GRASSY MESA WHICH EXTENDS
 NR0394'NORTH AND SOUTH WITH RIM FACING EAST, 20 FEET FROM EAST RIM, AND
 NR0394'30 FEET FROM NORTH RIM.  TO REACH FROM CASPER, FOLLOW U.S.
 NR0394'HIGHWAY 87E SOUTH AND WEST 11.0 MILES TO GOOSE EGG INN, TURN
 NR0394'RIGHT ONTO GRADED ROAD AND GO 2.05 MILES TO T-FORK, TAKE RIGHT
 NR0394'FORK AND PROCEED 0.55 MILE TO BRIDGE OVER NORTH PLATTE RIVER,
 NR0394'CONTINUE WEST 0.7 MILE, GO 3.7 MILES TO T-FORK, TAKE LEFT FORK
 NR0394'AND GO 4.4 MILES TO FORKS, TAKE RIGHT FORK AND GO 0.15 MILE
 NR0394'TO OIL-PUMPING STATION ON RIGHT, CONTINUE 3.85 MILES TO
 NR0394'FORKS, TAKE LEFT FORK ACROSS BRIDGE AND GO 2.7 MILES TO ANOTHER
 NR0394'PUMPING STATION ON LEFT SIDE OF ROAD, CONTINUE 3.85 MILES
 NR0394'TO SMALL HOUSE ON RIGHT SIDE OF ROAD, CONTINUE 1.25 MILES TO
 NR0394'TOP OF GRADE AND INTERSECTION OF SEVERAL ROADS 100 YARDS EAST
 NR0394'OF CATTLE GUARD, TAKE EXTREME RIGHT (SOUTHEAST) OF THREE
 NR0394'PLAINLY-MARKED ROADS AND GO 0.95 MILE TO GATE IN FENCE
 NR0394'CORNER, PASS THROUGH GATE, AND GO IN EASTERLY DIRECTION 1.4
 NR0394'MILES ACROSS COUNTRY TO HIGHEST POINT OF RIM AND STATION
 NR0394'SITE.  MARKED BY STANDARD U.S. GEOLOGICAL SURVEY TABLET SET IN
 NR0394'3-INCH IRON PIPE, PROJECTING 18 INCHES ABOVE GROUND.  REFERENCE
 NR0394'AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 NR0394'NO. 1 IS 20.150 METERS (66.10 FEET) FROM STATION
 NR0394'S 11 DEG 35 MIN W.  NO. 2 IS 13.192 METERS (43.28 FEET)
 NR0394'FROM STATION S 66 DEG 11 MIN W.  DISTANCE BETWEEN
 NR0394'REFERENCE MARKS IS 16.480 METERS (54.06 FEET).  AZIMUTH MARK
 NR0394'IS 3 FEET EAST OF GATE AND FENCE CORNER, AND APPROXIMATELY 1.4
 NR0394'MILES FROM STATION N 80 DEG 51 MIN W.
 NR0394
 NR0394                          STATION RECOVERY (1949)
 NR0394
 NR0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 NR0394'STATION MARK--STANDARD USGS TABLET SET IN 3 IN. IRON PIPE, PROJECTING
 NR0394'18 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0359 ***********************************************************************
 OW0359  DESIGNATION -  ALEXANDER
 OW0359  PID         -  OW0359
 OW0359  STATE/COUNTY-  WY/FREMONT
 OW0359  USGS QUAD   -  NEW FORK LAKES (1993)
 OW0359
 OW0359                         *CURRENT SURVEY CONTROL
 OW0359  ___________________________________________________________________
 OW0359* NAD 83(1993)-  43 03 16.00479(N)    109 58 40.08235(W)     ADJUSTED  
 OW0359* NAVD 88     -      2436.3    (meters)    7993.     (feet)  VERTCON   
 OW0359  ___________________________________________________________________
 OW0359  LAPLACE CORR-          10.09  (seconds)                    DEFLEC99
 OW0359  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 OW0359
 OW0359  HORZ ORDER  -  THIRD
 OW0359
 OW0359.The horizontal coordinates were established by classical geodetic methods
 OW0359.and adjusted by the National Geodetic Survey in January 1997..
 OW0359
 OW0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0359
 OW0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0359
 OW0359.The geoid height was determined by GEOID03.
 OW0359
 OW0359;                    North         East     Units Scale Factor Converg.
 OW0359;SPC WYWC     -   284,433.655   499,978.107   MT  1.00006053   -0 50 17.8
 OW0359;SPC WY W     -   383,707.364   808,597.098   MT  0.99993841   +0 04 19.4
 OW0359;UTM  12      - 4,767,367.912   583,244.488   MT  0.99968525   +0 41 52.4
 OW0359
 OW0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0359!SPC WYWC     -   0.99961972  x   1.00006053  =   0.99968022
 OW0359!SPC WY W     -   0.99961972  x   0.99993841  =   0.99955815
 OW0359!UTM  12      -   0.99961972  x   0.99968525  =   0.99930509
 OW0359
 OW0359:                Primary Azimuth Mark                     Grid Az
 OW0359:SPC WYWC     -  BEAVER RESET                             286 43 22.8
 OW0359:SPC WY W     -  BEAVER RESET                             285 48 45.6
 OW0359:UTM  12      -  BEAVER RESET                             285 11 12.6
 OW0359
 OW0359|---------------------------------------------------------------------|
 OW0359| PID    Reference Object                     Distance      Geod. Az  |
 OW0359|                                                           dddmmss.s |
 OW0359| OX0779 BEAVER RESET                        APPROX.12.9 KM 2855305.0 |
 OW0359|---------------------------------------------------------------------|
 OW0359
 OW0359                          SUPERSEDED SURVEY CONTROL
 OW0359
 OW0359  NAD 83(1993)-  43 03 15.99855(N)    109 58 40.07829(W) AD(       ) 3
 OW0359  NAD 83(1986)-  43 03 15.98406(N)    109 58 40.06814(W) AD(       ) 3
 OW0359  NAD 27      -  43 03 16.19884(N)    109 58 37.49398(W) AD(       ) 3
 OW0359  NGVD 29 (07/19/86) 2434.8    (m)         7988.     (f) VERT ANG       
 OW0359
 OW0359.Superseded values are not recommended for survey control.
 OW0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0359.See file dsdata.txt to determine how the superseded data were derived.
 OW0359
 OW0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN8324467368(NAD 83)
 OW0359
 OW0359  HISTORY     - Date     Condition        Report By
 OW0359  HISTORY     - 1905     MONUMENTED       USGS
 OW0359  HISTORY     - 1967     GOOD             USGS
 OW0359
 OW0359                          STATION DESCRIPTION
 OW0359
 OW0359'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OW0359'ON A GRASSY RIDGE E. OF NEW FORK OF GREEN RIVER, ABOUT 2 MI. E. OF
 OW0359'ALEXANDERS RANCH (OLD PEARL POST OFFICE) ON THE MAIN CORA WELLS
 OW0359'WAGON RD.  12 MI. N. OF CORA.  A RD. FROM ALEXANDERS E. PASSES A
 OW0359'LITTLE N. OF THE STATION.
 OW0359'
 OW0359'RECOVERED.
 OW0359'
 OW0359'STATION MARK - BRONZE TABLET STAMPED ---ALEXANDER 1905--- CEMENTED IN
 OW0359'LARGE BOULDER, OVER WHICH A SMALL PILE OF STONES WAS PLACED AND A
 OW0359'TETRAPOD SIGNAL WAS ERECTED.
 OW0359'
 OW0359'REFERENCE MARK NO.1 - SMALL HOLE DRILLED IN LARGE BOULDER, 31.65 FT.
 OW0359'FROM STATION, S 07 DEG 50 MIN W.
 OW0359'
 OW0359'REFERENCE MARK NO.2 - A CHISELED CROSS ON A FLAT ROCK, 25.10 FT. FROM
 OW0359'STATION, S 55 DEG 32 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0154 ***********************************************************************
 NS0154  DESIGNATION -  ALKALI
 NS0154  PID         -  NS0154
 NS0154  STATE/COUNTY-  WY/FREMONT
 NS0154  USGS QUAD   -  ALKALI BUTTE (1978)
 NS0154
 NS0154                         *CURRENT SURVEY CONTROL
 NS0154  ___________________________________________________________________
 NS0154* NAD 83(1993)-  42 54 30.80074(N)    108 10 44.61220(W)     ADJUSTED  
 NS0154* NAVD 88     -      1808.3    (meters)    5933.     (feet)  VERTCON   
 NS0154  ___________________________________________________________________
 NS0154  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 NS0154  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 NS0154
 NS0154  HORZ ORDER  -  SECOND
 NS0154
 NS0154.The horizontal coordinates were established by classical geodetic methods
 NS0154.and adjusted by the National Geodetic Survey in January 1997..
 NS0154
 NS0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0154
 NS0154.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0154
 NS0154.The geoid height was determined by GEOID03.
 NS0154
 NS0154;                    North         East     Units Scale Factor Converg.
 NS0154;SPC WYWC     -   267,653.854   646,621.209   MT  0.99996423   +0 23 19.4
 NS0154;UTM  12      - 4,754,521.290   730,277.869   MT  1.00025241   +1 55 17.1
 NS0154
 NS0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0154!SPC WYWC     -   0.99971866  x   0.99996423  =   0.99968290
 NS0154!UTM  12      -   0.99971866  x   1.00025241  =   0.99997100
 NS0154
 NS0154:                Primary Azimuth Mark                     Grid Az
 NS0154:SPC WYWC     -  ALKALI AZ MK                             217 56 53.7
 NS0154:UTM  12      -  ALKALI AZ MK                             216 24 56.0
 NS0154
 NS0154|---------------------------------------------------------------------|
 NS0154| PID    Reference Object                     Distance      Geod. Az  |
 NS0154|                                                           dddmmss.s |
 NS0154| CP5249 ALKALI AZ MK                                       2182013.1 |
 NS0154| CP5250 ALKALI RM 1                          10.230 METERS 22510     |
 NS0154| CP5251 ALKALI RM 2                           9.998 METERS 29800     |
 NS0154|---------------------------------------------------------------------|
 NS0154
 NS0154                          SUPERSEDED SURVEY CONTROL
 NS0154
 NS0154  NAD 83(1986)-  42 54 30.78607(N)    108 10 44.61601(W) AD(       ) 2
 NS0154  NAD 27      -  42 54 30.93300(N)    108 10 42.27200(W) AD(       ) 2
 NS0154  NGVD 29 (11/06/89) 1807.3    (m)         5929.     (f) VERT ANG       
 NS0154
 NS0154.Superseded values are not recommended for survey control.
 NS0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0154.See file dsdata.txt to determine how the superseded data were derived.
 NS0154
 NS0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3027854521(NAD 83)
 NS0154_MARKER: DS = TRIANGULATION STATION DISK
 NS0154_SETTING: 66 = SET IN ROCK OUTCROP
 NS0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0154
 NS0154  HISTORY     - Date     Condition        Report By
 NS0154  HISTORY     - 1936     MONUMENTED       CGS
 NS0154
 NS0154                          STATION DESCRIPTION
 NS0154
 NS0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0154'ABOUT 28 MILES EAST BY NORTH FROM LANDER, ABOUT 14 MILES
 NS0154'SOUTHEAST FROM RIVERTON, ABOUT 4 MILES NORTH OF TEXAS CAMP,
 NS0154'ON HIGHEST PEAK OF ALKALI BUTTES.  PEAK IS VERY PROMINENT,
 NS0154'BEING CONSIDERABLY HIGHER THAN ANYTHING ELSE FOR MILES AROUND,
 NS0154'AND CAN EASILY BE IDENTIFIED FROM ALL DIRECTIONS.  TO REACH
 NS0154'FROM INTERSECTION OF EAST MAIN STREET AND U.S. HIGHWAY 320
 NS0154'IN RIVERTON, FOLLOW ROAD SOUTHERLY TOWARDS LANDER 1.1 MILES
 NS0154'TO Y JUST BEYOND WIND RIVER STEEL BRIDGE.  TURN LEFT OFF
 NS0154'PAVEMENT ONTO SANDRAW ROAD AND GO 1.3 MILES TO T-ROAD LEFT
 NS0154'RUNNING EAST BETWEEN 2 STONE CAIRNS IN FENCE LINE.  KEEP
 NS0154'STRAIGHT AHEAD ON MAIN-TRAVELED ROAD 5.65 MILES TO FORKS AT TOP
 NS0154'OF HILL.  TAKE LEFT FORK AND FOLLOW BLADED ROAD 3.55
 NS0154'MILES TO WASH.  CROSS WASH AND GO 0.15 MILE TO FORKS.
 NS0154'TAKE RIGHT FORK (BLADED ROAD) AND FOLLOW IT 2.65 MILES TO
 NS0154'CROSSROADS AT SIGN TEXAS CAMP 4 MILES.  KEEP STRAIGHT AHEAD
 NS0154'0.4 MILE ACROSS WASH TO TAR-PAPER SHACK.  CONTINUE EAST ON
 NS0154'BLADED ROAD 0.5 MILE.  TURN LEFT OFF ROAD AND GO NORTH UP DRAW
 NS0154'1.3 MILES TO POCKET ALMOST SURROUNDED BY CLIFFS AND END OF
 NS0154'TRUCK TRAVEL.  FROM HERE PACK UP CLIFFS, AND THEN UP RIDGE
 NS0154'TO HIGHEST POINT AND STATION.  STATION MARK IS STANDARD
 NS0154'DISK IN OUTCROPPING BEDROCK.  REFERENCE AND AZIMUTH
 NS0154'MARKS ARE STANDARD DISKS IN OUTCROPPING BEDROCK.
 NS0154'NO. 1 IS 10.230 METERS (33.56 FEET) SOUTHWEST FROM
 NS0154'STATION S 45 DEG 10 MIN W.  NO. 2 IS 9.998 METERS
 NS0154'(32.80 FEET) NORTHWEST N 62 DEG 59 MIN W.  AZIMUTH
 NS0154'MARK IS ON A LOWER POINT OF RIDGE THAT SLOPES DOWN TO
 NS0154'SOUTHWEST FROM TOP OF HILL, AND IS ABOUT 0.3 MILE SOUTHWEST
 NS0154'FROM STATION S 38 DEG 20 MIN W.  BEARING FROM
 NS0154'STATION TO TEXAS CAMP, SILVER STORAGE TANK, APPROXIMATELY 4
 NS0154'MILES DISTANT, IS S 15 DEG 50 MIN E.  AND TO TAR-PAPER
 NS0154'SHACK, NORTH CORNER, DISTANT ABOUT 1-1/2 MILES, IS S 00 DEG 32 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0535 ***********************************************************************
 PW0535  DESIGNATION -  ALKALI
 PW0535  PID         -  PW0535
 PW0535  STATE/COUNTY-  WY/BIG HORN
 PW0535  USGS QUAD   -  HYATT RANCH (1960)
 PW0535
 PW0535                         *CURRENT SURVEY CONTROL
 PW0535  ___________________________________________________________________
 PW0535* NAD 83(1993)-  44 21 33.58227(N)    107 33 50.81184(W)     ADJUSTED  
 PW0535* NAVD 88     -      1793.62   (+/-2cm)    5884.6    (feet)  VERTCON   
 PW0535  ___________________________________________________________________
 PW0535  LAPLACE CORR-          21.92  (seconds)                    DEFLEC99
 PW0535  GEOID HEIGHT-          -9.76  (meters)                     GEOID03
 PW0535
 PW0535  HORZ ORDER  -  SECOND
 PW0535  VERT ORDER  -  THIRD ? (See Below)
 PW0535
 PW0535.The horizontal coordinates were established by classical geodetic methods
 PW0535.and adjusted by the National Geodetic Survey in January 1997..
 PW0535
 PW0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0535.The vertical order pertains to the NGVD 29 superseded value.
 PW0535
 PW0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0535
 PW0535.The geoid height was determined by GEOID03.
 PW0535
 PW0535;                    North         East     Units Scale Factor Converg.
 PW0535;SPC WYEC     -   528,699.774   381,603.156   MT  0.99994166   -0 09 40.9
 PW0535;UTM  13      - 4,914,981.660   295,667.541   MT  1.00011349   -1 47 36.0
 PW0535
 PW0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0535!SPC WYEC     -   0.99972037  x   0.99994166  =   0.99966205
 PW0535!UTM  13      -   0.99972037  x   1.00011349  =   0.99983383
 PW0535
 PW0535:                Primary Azimuth Mark                     Grid Az
 PW0535:SPC WYEC     -  SHER                                     193 36 29.6
 PW0535:UTM  13      -  SHER                                     195 14 24.7
 PW0535
 PW0535|---------------------------------------------------------------------|
 PW0535| PID    Reference Object                     Distance      Geod. Az  |
 PW0535|                                                           dddmmss.s |
 PW0535| CQ5071 SHER                                               1932648.7 |
 PW0535| CQ4503 ALKALI RM 2                          14.334 METERS 20326     |
 PW0535| CQ4502 ALKALI RM 1                          17.140 METERS 32831     |
 PW0535|---------------------------------------------------------------------|
 PW0535
 PW0535                          SUPERSEDED SURVEY CONTROL
 PW0535
 PW0535  NAD 83(1986)-  44 21 33.56623(N)    107 33 50.80061(W) AD(       ) 2
 PW0535  NAD 27      -  44 21 33.70400(N)    107 33 48.50380(W) AD(       ) 2
 PW0535  NGVD 29 (07/19/86) 1792.80   (m)         5881.9    (f) LEVELING    3  
 PW0535
 PW0535.Superseded values are not recommended for survey control.
 PW0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0535.See file dsdata.txt to determine how the superseded data were derived.
 PW0535
 PW0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK9566814982(NAD 83)
 PW0535_MARKER: DS = TRIANGULATION STATION DISK
 PW0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0535
 PW0535  HISTORY     - Date     Condition        Report By
 PW0535  HISTORY     - 1957     MONUMENTED       CGS
 PW0535
 PW0535                          STATION DESCRIPTION
 PW0535
 PW0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0535'THE STATION IS ABOUT 7 MILES NORTH AND 1-1/2 MILES EAST OF
 PW0535'HYATTVILLE, ON THE WEST SIDE OF A DIRT ROAD LEADING FROM HYATTVILLE
 PW0535'TO THE SHELL CREEK RANGER STATION.
 PW0535'
 PW0535'TO REACH THE STATION FROM THE POST OFFICE IN HYATTVILLE, GO
 PW0535'NORTH ON MACADAM ROAD FOR 0.25 MILE TO A POINT WHERE THE MACADAM
 PW0535'ROAD TURNS LEFT, CONTINUE NORTH ON DIRT ROAD FOR 0.2 MILE TO A
 PW0535'SIDE ROAD ON THE RIGHT, CONTINUE NORTH FOR 0.9 MILE TO A CATTLE
 PW0535'GUARD, CONTINUE NORTHERLY FOR 1.3 MILES TO A CATTLE GUARD,
 PW0535'CONTINUE NORTH AND EAST FOR 0.6 MILE TO A FORK, TAKE THE RIGHT
 PW0535'ROAD AND FOLLOW MAIN DIRT ROAD FOR 6.35 MILES TO A REVERSE FORK AND
 PW0535'THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTHEAST AND NORTH
 PW0535'FOR 0.85 MILE TO THE STATION ON THE LEFT.
 PW0535'
 PW0535'THE STATION MARKS ARE STANDARD DISKS, STAMPED ALKALI 1957.  THE
 PW0535'SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 PW0535'POST WHICH IS FLUSH WITH THE GROUND.  IT IS 19 FEET WEST OF THE
 PW0535'CENTER OF THE DIRT ROAD AND 3 FEET NORTH OF A WHITE WITNESS
 PW0535'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 PW0535'CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 PW0535'
 PW0535'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALKALI NO 1 1957,
 PW0535'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING
 PW0535'2 INCHES.  IT IS 49 FEET WEST OF THE CENTER OF THE DIRT ROAD.
 PW0535'
 PW0535'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALKALI NO 2 1957,
 PW0535'SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST WHICH IS FLUSH
 PW0535'WITH THE GROUND.  IT IS 40 FEET WEST OF THE CENTER OF THE DIRT
 PW0535'ROAD.
 PW0535'
 PW0535'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 PW0535'BENCH MARK DISK WHICH IS RIVETED TO THE TOP OF A 3-INCH IRON
 PW0535'PIPE PROJECTING 17 INCHES.  THE DISK IS STAMPED SHER.  IT IS 152
 PW0535'FEET NORTH-NORTHEAST OF THE CENTER OF A GATE, 51 FEET NORTHWEST
 PW0535'OF A ROAD RIGHT-OF-WAY FENCE AND 31 FEET SOUTHEAST OF THE CENTER
 PW0535'OF THE DIRT ROAD.  A WHITE WITNESS POST WAS SET 1 FOOT SOUTHEAST
 PW0535'OF THE MARK.
 PW0535'
 PW0535'IT IS NOT KNOWN FOR SURE WHETHER THIS IS A USGS MARK OR A USC AND
 PW0535'GS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0376 ***********************************************************************
 OU0376  DESIGNATION -  ALKALI
 OU0376  PID         -  OU0376
 OU0376  STATE/COUNTY-  WY/WESTON
 OU0376  USGS QUAD   -  TIMBER CREEK (1982)
 OU0376
 OU0376                         *CURRENT SURVEY CONTROL
 OU0376  ___________________________________________________________________
 OU0376* NAD 83(1993)-  43 38 11.56457(N)    104 29 13.93283(W)     ADJUSTED  
 OU0376* NAVD 88     -      1369.0    (meters)    4491.     (feet)  VERTCON   
 OU0376  ___________________________________________________________________
 OU0376  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 OU0376  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 OU0376
 OU0376  HORZ ORDER  -  SECOND
 OU0376
 OU0376.The horizontal coordinates were established by classical geodetic methods
 OU0376.and adjusted by the National Geodetic Survey in January 1998..
 OU0376
 OU0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0376
 OU0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0376
 OU0376.The geoid height was determined by GEOID03.
 OU0376
 OU0376;                    North         East     Units Scale Factor Converg.
 OU0376;SPC WY E     -   348,593.252   254,825.360   MT  0.99997446   +0 28 08.0
 OU0376;UTM  13      - 4,831,633.798   541,363.167   MT  0.99962104   +0 21 14.0
 OU0376
 OU0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0376!SPC WY E     -   0.99978775  x   0.99997446  =   0.99976221
 OU0376!UTM  13      -   0.99978775  x   0.99962104  =   0.99940887
 OU0376
 OU0376                          SUPERSEDED SURVEY CONTROL
 OU0376
 OU0376  NAD 83(1993)-  43 38 11.55972(N)    104 29 13.93457(W) AD(       ) 2
 OU0376  NAD 83(1986)-  43 38 11.55016(N)    104 29 13.92296(W) AD(       ) 2
 OU0376  NAD 27      -  43 38 11.64000(N)    104 29 12.09000(W) AD(       ) 2
 OU0376  NGVD 29 (07/19/86) 1368.3    (m)         4489.     (f) VERT ANG       
 OU0376
 OU0376.Superseded values are not recommended for survey control.
 OU0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0376.See file dsdata.txt to determine how the superseded data were derived.
 OU0376
 OU0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ4136331634(NAD 83)
 OU0376_MARKER: B = BOLT
 OU0376_SETTING: 66 = SET IN ROCK OUTCROP
 OU0376_SP_SET: SET IN BEDROCK
 OU0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0376+STABILITY: POSITION/ELEVATION WELL
 OU0376
 OU0376  HISTORY     - Date     Condition        Report By
 OU0376  HISTORY     - 1912     MONUMENTED       USGS
 OU0376
 OU0376                          STATION DESCRIPTION
 OU0376
 OU0376'DESCRIBED BY US GEOLOGICAL SURVEY 1912 (CVH)
 OU0376'A 1-INCH COPPER BOLT, ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY
 OU0376'IN 1898, IN BEDROCK 28.640 METERS (93.96 FEET) S 20 DEG 14 MIN W.
 OU0376'FROM STATION ALKALI (SEE DESCRIPTION THEREOF).  ELEVATION--
 OU0376'1.369 METERS (4.491 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0377 ***********************************************************************
 OU0377  DESIGNATION -  ALKALI
 OU0377  PID         -  OU0377
 OU0377  STATE/COUNTY-  WY/WESTON
 OU0377  USGS QUAD   -  TIMBER CREEK (1982)
 OU0377
 OU0377                         *CURRENT SURVEY CONTROL
 OU0377  ___________________________________________________________________
 OU0377* NAD 83(1993)-  43 38 12.43530(N)    104 29 13.49094(W)     ADJUSTED  
 OU0377* NAVD 88     -      1369.2    (meters)    4492.     (feet)  VERTCON   
 OU0377  ___________________________________________________________________
 OU0377  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 OU0377  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 OU0377
 OU0377  HORZ ORDER  -  FIRST
 OU0377
 OU0377.The horizontal coordinates were established by classical geodetic methods
 OU0377.and adjusted by the National Geodetic Survey in January 1998..
 OU0377
 OU0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0377
 OU0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0377
 OU0377.The geoid height was determined by GEOID03.
 OU0377
 OU0377;                    North         East     Units Scale Factor Converg.
 OU0377;SPC WY E     -   348,620.204   254,835.044   MT  0.99997447   +0 28 08.3
 OU0377;UTM  13      - 4,831,660.722   541,372.902   MT  0.99962105   +0 21 14.3
 OU0377
 OU0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0377!SPC WY E     -   0.99978772  x   0.99997447  =   0.99976219
 OU0377!UTM  13      -   0.99978772  x   0.99962105  =   0.99940885
 OU0377
 OU0377:                Primary Azimuth Mark                     Grid Az
 OU0377:SPC WY E     -  ELK                                      073 19 05.0
 OU0377:UTM  13      -  ELK                                      073 25 59.0
 OU0377
 OU0377|---------------------------------------------------------------------|
 OU0377| PID    Reference Object                     Distance      Geod. Az  |
 OU0377|                                                           dddmmss.s |
 OU0377| OU0373 ELK                                 APPROX.36.7 KM 0734713.3 |
 OU0377| OU0376 ALKALI                               28.640 METERS 20014     |
 OU0377| CP9475 ALKALI RM                            17.180 METERS 35748     |
 OU0377|---------------------------------------------------------------------|
 OU0377
 OU0377                          SUPERSEDED SURVEY CONTROL
 OU0377
 OU0377  NAD 83(1993)-  43 38 12.43044(N)    104 29 13.49268(W) AD(       ) 1
 OU0377  NAD 83(1986)-  43 38 12.42088(N)    104 29 13.48107(W) AD(       ) 1
 OU0377  NAD 27      -  43 38 12.51000(N)    104 29 11.64400(W) AD(       ) 1
 OU0377  NGVD 29 (07/19/86) 1368.5    (m)         4490.     (f) VERT ANG       
 OU0377
 OU0377.Superseded values are not recommended for survey control.
 OU0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0377.See file dsdata.txt to determine how the superseded data were derived.
 OU0377
 OU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ4137331661(NAD 83)
 OU0377_MARKER: DS = TRIANGULATION STATION DISK
 OU0377_SETTING: 0 = UNSPECIFIED SETTING
 OU0377
 OU0377  HISTORY     - Date     Condition        Report By
 OU0377  HISTORY     - 1912     MONUMENTED       CGS
 OU0377  HISTORY     - 1962     GOOD             USFS
 OU0377
 OU0377                          STATION DESCRIPTION
 OU0377
 OU0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OU0377'ON ALKALI BUTTE (BEST KNOWN BUTTE WITHIN 30 MILES), AT HEAD OF
 OU0377'MUSKRAT, ROBBERS ROOST, AND ALKALI CREEKS, ABOUT 22 MILES WEST OF
 OU0377'SOUTH FROM NEWCASTLE, AND 29 METERS (95 FEET) FROM SOUTH END OF
 OU0377'BUTTE. STATION IS MARKED BY STANDARD DISK SET IN SOLID ROCK.
 OU0377'REFERENCE MARK IS 1-INCH DRILL HOLE IN SOLID ROCK 0.92 METER
 OU0377'(3.0 FEET) BELOW STATION, AND 17.180 METERS (56.36 FEET)
 OU0377'FROM STATION N 02 DEG 12 MIN W.  STATION ALKALI
 OU0377'USGS, MARKED BY A 1-INCH COPPER BOLT IN BEDROCK, IS 0.17 METER
 OU0377'(0.6 FEET) BELOW STATION, AND 28.640 METERS (93.96 FEET) FROM
 OU0377'STATION S 20 DEG 14 MIN W.
 OU0377
 OU0377                          STATION RECOVERY (1962)
 OU0377
 OU0377'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0377'ALKALI (USGS) AND ALKALI FOUND IN GOOD CONDITION.  STATION IS
 OU0377'LOCATED ON TH GRIEVES RANCH, ON A PROMINENT BUTTE AT THE HEAD
 OU0377'OF MUSKRAT, ROBBERS ROOST AND ALKALI CREEKS, ABOUT 22 MILES
 OU0377'SOUTHWEST OF NEWCASTLE, WYOMING, IN SECTION 12, T42N, R64W,
 OU0377'6TH P.M. IN WESTON COUNTY, WYOMING.  ALKALI BUTTE IS THE MOST
 OU0377'PROMINENT BUTTE FOR MANY MILES AND IS WELL KNOWN.  THE
 OU0377'SURROUNDING COUNTRY IS TREELESS AND BARREN.
 OU0377'
 OU0377'TO REACH THE STATION FROM THE POST OFFICE IN NEWCASTLE, WYOMING,
 OU0377'AT THE CORNER OF MAIN STREET AND SUMNER AVENUE, PROCEED WEST
 OU0377'ON MAIN STREET (U.S. 16) 3.0 MILES TO A T JUNCTION LEFT AT
 OU0377'SHIRLEYS SKELLY SERVICE STATION.  TAKE THE PAVED ROAD LEFT AND
 OU0377'PROCEED SOUTHWESTERLY ON THE MUSH CREEK PUMP STATION ROAD
 OU0377'(WYOMING 2300) FOR 16.5 MILES TO A GRADED DIRT ROAD LEFT.
 OU0377'A SIGN HERE SAYS OTIS OIL AND GAS CORPORATION STATLER LEASE.
 OU0377'TAKE GRADED ROAD LEFT AND PROCEED SOUTHERLY 8.4 MILES TO A
 OU0377'TRACK ROAD LEFT OPPOSITE THE ENTRANCE TO THE WM. FINN RANCH.
 OU0377'TAKE TRACK ROAD LEFT AND PROCEED EASTERLY ACROSS RANGE ON
 OU0377'MAIN TRAVELED TRACK ROAD, PASSING A NUMBER OF DIM TRACKS FROM
 OU0377'NORTH AND SOUTH.  (ALKALI BUTTE IS VISIBLE TO THE ESE SHORTLY
 OU0377'AFTER LEAVING THE GRADED DIRT ROAD AND APPEARS AS A
 OU0377'PROMINENT BUTTE WHICH IS CONNECTED TO A LOWER CONE-SHAPED
 OU0377'TOP BY A LOW SADDLE ON ITS NORTHEAST END.) AFTER
 OU0377'TRAVELING 0.7 MILE FROM GRADED DIRT ROAD PASS THROUGH A N-S
 OU0377'DRAW THENCE CONTINUE EASTERLY 0.5 MILE THROUGH A GATE IN
 OU0377'A N-S FENCE THENCE CONTINUE EASTERLY 1.0 MILE THROUGH A GATE
 OU0377'IN A N-S FENCE, THENCE CONTINUE EASTERLY, CROSSING A GRASSY DRAW
 OU0377'THENCE PROCEED EASTERLY FOR 0.6 MILE THROUGH A GATE IN A
 OU0377'N-S FENCE THENCE SOUTHEASTERLY 0.5 MILE PASSING TRACK
 OU0377'ROAD COMING IN FROM THE NORTH, THENCE CONTINUE SOUTHERLY 0.2
 OU0377'MILE TO A DIM TRACK RIGHT.  TAKE DIM TRACK RIGHT AND PROCEED
 OU0377'SOUTHERLY 0.3 MILE.  AT THIS POINT LEAVE TRACK ROAD AND BEARING
 OU0377'RIGHT, PROCEED SOUTHWESTERLY ALONG LOW RIDGE 0.1 MILE THENCE
 OU0377'WESTERLY 0.1 MILE CROSSING THE HEAD OF A N-S TRENDING DRY
 OU0377'WASH, THENCE TURN LEFT AND CONTINUE SOUTHWESTERLY, AROUND THE
 OU0377'EAST SIDE OF THE CONE-SHAPED TOP THAT IS NE OF ALKALI BUTTE ABOUT
 OU0377'0.5 MILE TO THE BASE OF ALKALI BUTTE AT A N-S FENCE, THE END
 OU0377'OF VEHICLE TRAVEL.  CROSS FENCE AND PACK WEST UP THE STEEP
 OU0377'SLOPE, ABOUT 10 MINUTES TO TOP AND STATION SITE.
 OU0377'
 OU0377'THE STATION MARK IS A COPPER BOLT IN QUARTZITE BEDROCK ON THE
 OU0377'SOUTH END OF BUTTE, THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0512 ***********************************************************************
 PV0512  DESIGNATION -  ALKALI
 PV0512  PID         -  PV0512
 PV0512  STATE/COUNTY-  WY/WESTON
 PV0512  USGS QUAD   -  SODA BUTTE (1982)
 PV0512
 PV0512                         *CURRENT SURVEY CONTROL
 PV0512  ___________________________________________________________________
 PV0512* NAD 83(1993)-  44 05 54.46360(N)    104 46 12.41273(W)     ADJUSTED  
 PV0512* NAVD 88     -      1467.2    (meters)    4814.     (feet)  VERTCON   
 PV0512  ___________________________________________________________________
 PV0512  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 PV0512  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 PV0512
 PV0512  HORZ ORDER  -  THIRD
 PV0512
 PV0512.The horizontal coordinates were established by classical geodetic methods
 PV0512.and adjusted by the National Geodetic Survey in January 1997..
 PV0512
 PV0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0512
 PV0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0512
 PV0512.The geoid height was determined by GEOID03.
 PV0512
 PV0512;                    North         East     Units Scale Factor Converg.
 PV0512;SPC WY E     -   399,765.541   231,751.305   MT  0.99994989   +0 16 33.5
 PV0512;UTM  13      - 4,882,834.593   518,400.348   MT  0.99960416   +0 09 35.9
 PV0512
 PV0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0512!SPC WY E     -   0.99977223  x   0.99994989  =   0.99972213
 PV0512!UTM  13      -   0.99977223  x   0.99960416  =   0.99937648
 PV0512
 PV0512:                Primary Azimuth Mark                     Grid Az
 PV0512:SPC WY E     -  SODA                                     169 43 12.5
 PV0512:UTM  13      -  SODA                                     169 50 10.1
 PV0512
 PV0512|---------------------------------------------------------------------|
 PV0512| PID    Reference Object                     Distance      Geod. Az  |
 PV0512|                                                           dddmmss.s |
 PV0512| OU0383 SODA                                APPROX.12.0 KM 1695946.0 |
 PV0512|---------------------------------------------------------------------|
 PV0512
 PV0512                          SUPERSEDED SURVEY CONTROL
 PV0512
 PV0512  NAD 83(1986)-  44 05 54.46435(N)    104 46 12.39928(W) AD(       ) 3
 PV0512  NAD 27      -  44 05 54.53382(N)    104 46 10.51801(W) AD(       ) 3
 PV0512  NGVD 29 (07/19/86) 1466.5    (m)         4811.     (f) VERT ANG       
 PV0512
 PV0512.Superseded values are not recommended for survey control.
 PV0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0512.See file dsdata.txt to determine how the superseded data were derived.
 PV0512
 PV0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ1840082835(NAD 83)
 PV0512_MARKER: DD = SURVEY DISK
 PV0512_SETTING: 66 = SET IN ROCK OUTCROP
 PV0512_SP_SET: SET IN BEDROCK
 PV0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0512+STABILITY: POSITION/ELEVATION WELL
 PV0512
 PV0512  HISTORY     - Date     Condition        Report By
 PV0512  HISTORY     - 1955     MONUMENTED       USGS
 PV0512
 PV0512                          STATION DESCRIPTION
 PV0512
 PV0512'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PV0512'STATION IS LOCATED ON A SMALL ROCKY BUTTE IN SEC. 34, T 48 N, R 66 W,
 PV0512'6TH PRINCIPAL MERIDIAN, IN WESTON COUNTY, WYOMING.  ABOUT 7-1/4 MI. W.
 PV0512'OF UPTON, WYOMING, ON THE MATERI RANCH.
 PV0512'
 PV0512'FROM UPTON POST OFFICE, PROCEED S. TO SECOND STREET U.S. 16 AND TURN
 PV0512'RIGHT, THENCE PROCEED NORTHWESTERLY ON U.S. 16 1.7 MI. TO A GRADED
 PV0512'GRAVEL RD. AT A BENTONITE PLANT ON THE LEFT.  TAKE GRADED GRAVEL RD.
 PV0512'LEFT AND PROCEED W. 0.1 MI. CROSSING THE CB AND Q RAILROAD TRACKS AND
 PV0512'PASSING THE BENTONITE PLANT ON THE RIGHT.  CONTINUE ON MAIN GRADED
 PV0512'GRAVEL RD. W. 5.8 MI. PASSING AROUND A SHARP CURVE AND THROUGH A
 PV0512'SADDLE IN A PROMINENT RIDGE, THENCE CONTINUE SOUTHWESTERLY 0.4 MI.
 PV0512'PAST A CORRAL AND STOCK POND ON THE LEFT, THENCE CONTINUE ON MAIN RD.
 PV0512'0.9 MI. PAST AN ABANDONED FARMHOUSE ON THE RIGHT, THENCE CONTINUE 0.1
 PV0512'MI. TO A GATE IN FENCE ON LEFT.  TAKE THE TRACK RD. LEFT AND PASS
 PV0512'THROUGH GATE, THENCE TURN SHARP LEFT AND FOLLOW BACK ALONG THE INSIDE
 PV0512'OF FENCE (EASTERLY) ACROSS COUNTRY 0.4 MI. PASSING A RESERVOIR ABOUT
 PV0512'0.1 MI. TO THE S., THENCE CONTINUE EASTERLY 0.6 MI. TO THE BASE OF A
 PV0512'PROMINENT ROCKY BUTTE JUST S. OF AN E-W. FENCE.  DRIVE UP THROUGH A
 PV0512'SADDLE ON THE N. SIDE OF THE BUTTE JUST W. OF THE HIGHEST POINT, THE
 PV0512'STATION IS ABOUT 20 FT. E. OF THE W. END OF THE BUTTE.
 PV0512'
 PV0512'STATION MARK--A STANDARD BRONZE TABLET SET IN BEDROCK, FLUSH WITH THE
 PV0512'GROUND, STAMPED ---ALKALI 1955---.
 PV0512'
 PV0512'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0674 ***********************************************************************
 MR0674  DESIGNATION -  ALMY
 MR0674  PID         -  MR0674
 MR0674  STATE/COUNTY-  WY/UINTA
 MR0674  USGS QUAD   -  MURPHY RIDGE (1991)
 MR0674
 MR0674                         *CURRENT SURVEY CONTROL
 MR0674  ___________________________________________________________________
 MR0674* NAD 83(1993)-  41 20 18.03143(N)    111 00 08.53230(W)     ADJUSTED  
 MR0674* NAVD 88     -      2011.1    (meters)    6598.     (feet)  VERTCON   
 MR0674  ___________________________________________________________________
 MR0674  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 MR0674  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 MR0674
 MR0674  HORZ ORDER  -  THIRD
 MR0674
 MR0674.The horizontal coordinates were established by classical geodetic methods
 MR0674.and adjusted by the National Geodetic Survey in January 1997..
 MR0674
 MR0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0674
 MR0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0674
 MR0674.The geoid height was determined by GEOID03.
 MR0674
 MR0674;                    North         East     Units Scale Factor Converg.
 MR0674;SPC WY W     -   193,501.536   723,077.812   MT  1.00001029   -0 36 25.4
 MR0674;SPC UT N     - 1,111,725.734   541,651.376   MT  0.99995801   +0 19 41.2
 MR0674;UTM  12      - 4,576,317.350   499,801.695   MT  0.99960000   -0 00 05.6
 MR0674
 MR0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0674!SPC WY W     -   0.99968701  x   1.00001029  =   0.99969730
 MR0674!SPC UT N     -   0.99968701  x   0.99995801  =   0.99964504
 MR0674!UTM  12      -   0.99968701  x   0.99960000  =   0.99928714
 MR0674
 MR0674:                Primary Azimuth Mark                     Grid Az
 MR0674:SPC WY W     -  ALMY AZ MK                               006 41 31.3
 MR0674:SPC UT N     -  ALMY AZ MK                               005 45 24.7
 MR0674:UTM  12      -  ALMY AZ MK                               006 05 11.5
 MR0674
 MR0674|---------------------------------------------------------------------|
 MR0674| PID    Reference Object                     Distance      Geod. Az  |
 MR0674|                                                           dddmmss.s |
 MR0674| CM4173 ALMY AZ MK                                         0060505.9 |
 MR0674| CM4174 ALMY RM 1                            18.417 METERS 08531     |
 MR0674| CM4175 ALMY RM 2                            13.520 METERS 17727     |
 MR0674|---------------------------------------------------------------------|
 MR0674
 MR0674                          SUPERSEDED SURVEY CONTROL
 MR0674
 MR0674  NAD 83(1986)-  41 20 18.01884(N)    111 00 08.52165(W) AD(       ) 3
 MR0674  NAD 27      -  41 20 18.21370(N)    111 00 05.85720(W) AD(       ) 3
 MR0674  NGVD 29 (07/19/86) 2009.7    (m)         6593.     (f) VERT ANG       
 MR0674
 MR0674.Superseded values are not recommended for survey control.
 MR0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0674.See file dsdata.txt to determine how the superseded data were derived.
 MR0674
 MR0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9980276317(NAD 83)
 MR0674_MARKER: DS = TRIANGULATION STATION DISK
 MR0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0674_STAMPING: ALMY 1962
 MR0674_MARK LOGO: CGS   
 MR0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0674+STABILITY: SURFACE MOTION
 MR0674
 MR0674  HISTORY     - Date     Condition        Report By
 MR0674  HISTORY     - 1962     MONUMENTED       CGS
 MR0674  HISTORY     - 1966     GOOD             USGS
 MR0674  HISTORY     - 19800811 GOOD             NGS
 MR0674  HISTORY     - 19811026 GOOD             NGS
 MR0674
 MR0674                          STATION DESCRIPTION
 MR0674
 MR0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0674'THE STATION IS ON THE WEST SIDE OF AN AIRSTRIP, ABOUT 5 MILES
 MR0674'NORTH-NORTHWEST OF EVANSTON, 15 MILES SOUTHEAST OF WOODRUFF AND
 MR0674'ON THE WEST SIDE OF STATE HIGHWAY 89.
 MR0674'
 MR0674'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30S AND STATE HIGHWAY
 MR0674'89 IN THE SOUTHEAST EDGE OF EVANSTON.  GO NORTHERLY ON STATE
 MR0674'HIGHWAY 89 FOR 5.5 MILES TO A SIDE ROAD LEFT AT SIGN BROWNS HEALTH
 MR0674'CENTER.  (TO REACH AZIMUTH MARK, CONTINUE AHEAD ON THE HIGHWAY
 MR0674'FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN LEFT,
 MR0674'WEST, ON GRADED ROAD FOR 0.2 MILE TO THE ALMY SCHOOL ON THE
 MR0674'LEFT AND A T-INTERSECTION.  TURN RIGHT AND FOLLOW GRADED ROAD
 MR0674'FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, AND
 MR0674'PASS OVER CANAL FOR 0.05 MILE TO AIRPORT OFFICE BUILDING
 MR0674'AND STATION.
 MR0674'
 MR0674'STATION MARK IS A STANDARD DISK, STAMPED ALMY 1962, SET IN
 MR0674'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 MR0674'IT IS 99 FEET SOUTH OF THE SOUTHEAST CORNER OF THE AIRPORT
 MR0674'OFFICE BUILDING.
 MR0674'
 MR0674'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALMY NO 1 1962,
 MR0674'SET IN THE TOP OF A 12 INCH SQUARE POST PROJECTING 4 INCHES.
 MR0674'IT IS 139 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING
 MR0674'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 MR0674'
 MR0674'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALMY NO 2 1962,
 MR0674'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0674'4 INCHES.  IT IS 140 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 MR0674'BUILDING AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0674'
 MR0674'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALMY 1962, SET IN
 MR0674'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 MR0674'IT IS 48 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 89,
 MR0674'2.5 FEET EAST OF A TELEPHONE POLE AND 3 FEET NORTHWEST OF
 MR0674'A WITNESS POST.
 MR0674
 MR0674                          STATION RECOVERY (1966)
 MR0674
 MR0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0674'RECOVERED IN GOOD CONDITION.
 MR0674
 MR0674                          STATION RECOVERY (1980)
 MR0674
 MR0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MR0674'STATION MARK AND AZIMUTH MARKS WERE THE ONLY MARKS RECOVERED IN GOOD
 MR0674'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND.  REFERENCE MARK 2 WAS
 MR0674'FOUND WITH THE DISK STEM STILL ON TOP OF CONCRETE.  THE AZIMUTH MARK
 MR0674'WAS MOVED AT THIS TIME DUE TO THE HIGHWAY BEING WIDENED IN VERY NEAR
 MR0674'FUTURE.  REFERENCE MARKS 3 AND 4 WERE ALSO ESTABLISHED AT THIS TIME.
 MR0674' 
 MR0674'STATION MARK IS A STANDARD DISK STAMPED--ALMY 1962--, SET IN THE TOP
 MR0674'OF A SQUARE CONCRETE MONUMENT ABOUT 3 INCHES BELOW AN ASPHALT APRON AT
 MR0674'PRESENT TIME.  ANOTHER 4 INCH LAYER OF ASPHALT OVERLAY WILL BE LAYED
 MR0674'OVER THE EXISTING LAYER IN NEAR FUTURE.  THE AIRPORT MANAGER SAID AN
 MR0674'OPENING TO THE STATION DISK WILL BE THERE WHEN WORK IS DONE.  MARK IS
 MR0674'99.2 FT (30.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE AIRPORT
 MR0674'OPERATIONS OFFICE BUILDING, 44 FT (13.4 M) EAST NORTHEAST OF THE
 MR0674'NORTHEAST CORNER OF A LARGE METAL HANGER.
 MR0674' 
 MR0674'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--ALMY 1962 NO 3 1980--,
 MR0674'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 13 FT
 MR0674'(4.0 M) EAST OF THE EAST EDGE OF THE ASPHALT APRON.
 MR0674' 
 MR0674'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED--ALMY 1962 NO 4 1980--,
 MR0674'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 17 FT
 MR0674'(5.2 M) NORTH OF NORTH EDGE OF A TAXI STRIP, 13 FT (4.0 M) EAST OF
 MR0674'EAST EDGE OF THE ASPHALT APRON.
 MR0674' 
 MR0674'AZIMUTH MARK IS A STANDARD DISK STAMPED--ALMY 1962 1980--, SET IN TOP
 MR0674'OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 75 FT (22.9 M)
 MR0674'WEST OF PRESENT CENTER OF STATE HIGHWAY 89, 4.1 FT (1.2 M) WEST OF A
 MR0674'FENCE, 2.8 FT (0.9 M) WEST OF A METAL WITNESS POST.
 MR0674' 
 MR0674'STATION IS REACHED FROM THE JUNCTION OF US HIGHWAY 189 AND STATE
 MR0674'HIGHWAY 89 IN SOUTHEAST SECTION OF EVANSTON.  GO NORTHERLY ON HIGHWAY
 MR0674'89 FOR 5.05 MI (8.13 KM) TO A GRAVELED ROAD ON LEFT.  TURN LEFT AND GO
 MR0674'WEST ON THE ROAD FOR 0.2 MI (0.3 KM), TURN RIGHT AND GO NORTH ON ROAD
 MR0674'FOR 0.25 MI (0.40 KM) TO THE ALMY AIRPORT OPERATIONS BUILDINGS ON
 MR0674'RIGHT AND STATION, AS DESCRIBED.  AZIMUTH MARK IS REACHED FROM THE
 MR0674'STATION.  GO EAST ACROSS THE AIRPORT RUNWAY.  TURN LEFT AND GO NORTH
 MR0674'ALONG EAST SIDE OF RUNWAY FOR 0.4 MI (0.6 KM) .  TURN RIGHT AND GO
 MR0674'EAST ACROSS COUNTRY FOR 0.05 MI (0.08 KM) TO FENCE AND MARK.
 MR0674
 MR0674                          STATION RECOVERY (1981)
 MR0674
 MR0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MR0674'THE STATION MARK WAS RECOVERED IN GOOD CONDITION UNDER 2 INCHES (5 CM)
 MR0674'OF ASPHALT.  REFERENCE MARK 3 AND 4 AND THE AZIMUTH MARK WERE ALSO
 MR0674'RECOVERED IN GOOD CONDITION.  AN IRON COVER WAS PLACED OVER THE
 MR0674'STATION MARK.  A CHECK WAS MADE OF THE TAPED DISTANCE AND ALL CHECKED
 MR0674'EXCEPT THE DISTANCE FROM THE STATION MARK TO REFERENCE MARK 3 WHICH
 MR0674'WAS 0.015 M (0.049 FT) LONGER THAN THE 1980 MEASUREMENTS.  THE ANGLES
 MR0674'CHECKED WITH THE 1980 OBSERVATIONS EXCEPT FOR THE ANGLE BETWEEN THE
 MR0674'1980 AZIMUTH MARK AND REFERENCE MARK 3 WHICH DIFFERED BY 2 MINUTES AND
 MR0674'51 SECONDS LESS THAN THE 1980 OBSERVATION.  THERE WAS NO EVIDENCE THAT
 MR0674'REFERENCE MARK 3 HAD MOVED.  THE STATION IS LOCATED AT THE EVANSTON
 MR0674'AIRPORT AND ABOUT 8 KM (4.95 MI) NORTH NORTHWEST OF EVANSTON, 24 KM
 MR0674'(14.90 MI) SOUTHEAST OF WOODRUFF AND ON THE WESTSIDE OF STATE HIGHWAY
 MR0674'89.  OWNERSHIP- EVANSTON MUNICIPAL AIRPORT, ALMY, TELEPHONE
 MR0674'307-789-2256.  TO REACH THE STATION FROM THE INTERSECTIONS OF WYOMING
 MR0674'STATE HIGHWAY AND US BUSINESS 80 AND 189, JUST EAST OF THE RAILROAD
 MR0674'OVERPASS IN EVANSTON, GO NORTH ON STATE HIGHWAY 89 FOR 8.5 KM (5.30
 MR0674'MI) TO A SIDE ROAD LEFT.  TURN LEFT, WEST, FOR 0.3 KM (0.20 MI) TO A
 MR0674'T-INTERSECTION.  TURN RIGHT, NORTH, FOR 0.3 KM (0.20 MI) TO A SIDE
 MR0674'ROAD RIGHT, THE ENTRANCE OF THE AIRPORT ON THE RIGHT.  TURN RIGHT,
 MR0674'EAST, FOR 0.2 KM (0.10 MI) INTO THE AIRPORT AND ON TO THE APRON AND
 MR0674'THE STATION ON THE RIGHT.
 MR0674' 
 MR0674'THE STATION IS A STANDARD CGS DISK STAMPED--ALMY 1962--, SET INTO THE
 MR0674'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE RECESSED 2
 MR0674'INCHES (5 CM) BELOW THE GROUND.  THE STATION MARK IS SET IN THE
 MR0674'ASPHALT APRON OF THE EVANSTON AIRPORT AND IS COVERED BY A 2.5 CM (1
 MR0674'INCH) THICK IRON COVER 24 CM (9.5 INCH) IN DIAMETER.  IT IS LOCATED
 MR0674'99.5 FT (30.3 M) SE FROM THE SOUTHEAST CORNER OF THE TERMINAL
 MR0674'BUILDING, 44.5 FT (13.6 M) ENE FROM THE NORTHEAST CORNER OF HANGER, 46
 MR0674'FT (14.0 M) WNW FROM THE EASTERN EDGE OF THE APRON, AND 44 FT (13.4 M)
 MR0674'ENE FROM THE WESTERN EDGE OF THE APRON.
 MR0674' 
 MR0674'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--ALMY 1962 NO 3
 MR0674'1980--, SET INTO THE TOP OF A ROUND CONCRETE MONUMET 12 INCHES (30 CM)
 MR0674'IN DIAMETER FLUSH WITH GROUND LOCATED 115 FT (35.1 M) WNW FROM THE
 MR0674'WESTERN EDGE OF THE RUNWAY, 148 FT (45.1 M) W FROM THE AIRPORT
 MR0674'TERMINAL, AND 14.8 FT (4.5 M) ENE FROM THE EASTERN EDGE OF THE APRON.
 MR0674' 
 MR0674'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--ALMY 1962 NO 4
 MR0674'1980--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25
 MR0674'CM) IN DIAMETER FLUSH WITH GROUND LOCATED 153 FT (46.6 M) WSW FROM THE
 MR0674'WESTERN EDGE OF THE RUNWAY, 111 FT (33.8 M) E FROM THE NORTHEASTERN
 MR0674'CORNER OF THE HANGER, 14 FT (4.3 M) ENE FROM THE EASTERN EDGE OF THE
 MR0674'APRON, AND 13 FT (4.0 M) NNW FROM THE NORTHERN EDGE OF THE SOUTHERN
 MR0674'MOST ACCESS ROAD.
 MR0674' 
 MR0674'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--ALMY 1962 1980--,
 MR0674'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES (25 CM) IN
 MR0674'DIAMETER PROJECTING 3 INCHES (7 CM) ABOVE THE GROUND.  THE AZIMUTH
 MR0674'MARK IS NORTHEAST OF THE WIND SOCK ON THE EASTSIDE OF THE AIRPORT.  IT
 MR0674'IS LOCATED 175 FT (53.3 M) E FROM THE EASTERN EDGE OF THE RUNWAY, 79.3
 MR0674'FT (24.2 M) W FROM THE CENTERLINE OF HIGHWAY 89, 5.8 FT (1.8 M) W FROM
 MR0674'THE RIGHT OF WAY FENCE, AND 2.5 FT (0.8 M) W FROM A METAL WITNESS POST
 MR0674'WITH SIGN.  TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO WEST
 MR0674'FOR 0.2 KM (0.10 MI) TO THE ENTRANCE OF THE AIRPORT AND A
 MR0674'T-INTERSECTION.  TURN LEFT, SOUTH FOR 0.3 KM (0.20 MI) TO A SIDE ROAD
 MR0674'LEFT.  TURN LEFT, EAST FOR 0.3 KM (0.20 MI) TO A PAVED HIGHWAY 89.
 MR0674'TURN LEFT, NORTH FOR 1.0 KM (0.60 MI) TO THE AZIMUTH MARK AND THE WIND
 MR0674'SOCK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0466 ***********************************************************************
 PV0466  DESIGNATION -  ALVA
 PV0466  PID         -  PV0466
 PV0466  STATE/COUNTY-  WY/CROOK
 PV0466  USGS QUAD   -  ALVA (1984)
 PV0466
 PV0466                         *CURRENT SURVEY CONTROL
 PV0466  ___________________________________________________________________
 PV0466* NAD 83(1993)-  44 40 52.44813(N)    104 29 15.09924(W)     ADJUSTED  
 PV0466* NAVD 88     -      1481.6    (meters)    4861.     (feet)  VERTCON   
 PV0466  ___________________________________________________________________
 PV0466  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 PV0466  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 PV0466
 PV0466  HORZ ORDER  -  SECOND
 PV0466
 PV0466.The horizontal coordinates were established by classical geodetic methods
 PV0466.and adjusted by the National Geodetic Survey in January 1998..
 PV0466
 PV0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0466
 PV0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0466
 PV0466.The geoid height was determined by GEOID03.
 PV0466
 PV0466;                    North         East     Units Scale Factor Converg.
 PV0466;SPC WY E     -   464,667.114   253,840.697   MT  0.99997313   +0 28 39.2
 PV0466;UTM  13      - 4,947,668.426   540,614.002   MT  0.99962028   +0 21 37.3
 PV0466
 PV0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0466!SPC WY E     -   0.99976994  x   0.99997313  =   0.99974308
 PV0466!UTM  13      -   0.99976994  x   0.99962028  =   0.99939031
 PV0466
 PV0466|---------------------------------------------------------------------|
 PV0466| PID    Reference Object                     Distance      Geod. Az  |
 PV0466|                                                           dddmmss.s |
 PV0466| CP9492 ALVA RM 1                             6.526 METERS 10335     |
 PV0466| CP9493 ALVA RM 2                             5.599 METERS 32341     |
 PV0466| CP9491 ALVA AZ MK                                         3500251.9 |
 PV0466|---------------------------------------------------------------------|
 PV0466
 PV0466                          SUPERSEDED SURVEY CONTROL
 PV0466
 PV0466  NAD 83(1993)-  44 40 52.44780(N)    104 29 15.09948(W) AD(       ) 2
 PV0466  NAD 83(1986)-  44 40 52.43534(N)    104 29 15.08693(W) AD(       ) 2
 PV0466  NAD 27      -  44 40 52.49300(N)    104 29 13.24900(W) AD(       ) 2
 PV0466  NGVD 29 (07/19/86) 1481.0    (m)         4859.     (f) VERT ANG       
 PV0466
 PV0466.Superseded values are not recommended for survey control.
 PV0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0466.See file dsdata.txt to determine how the superseded data were derived.
 PV0466
 PV0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK4061447668(NAD 83)
 PV0466_MARKER: DS = TRIANGULATION STATION DISK
 PV0466_SETTING: 0 = UNSPECIFIED SETTING
 PV0466
 PV0466  HISTORY     - Date     Condition        Report By
 PV0466  HISTORY     - 1949     MONUMENTED       CGS
 PV0466  HISTORY     - 1988     GOOD             USAF
 PV0466
 PV0466                          STATION DESCRIPTION
 PV0466
 PV0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0466'STATION IS LOCATED ON A HIGH, TIMBERED HILL, ABOUT 7 MILES EAST
 PV0466'OF HULETT, 2.5 MILES SOUTHWEST OF THE SMALL VILLAGE OF ALVA, AND
 PV0466'8 FEET SOUTH OF A WITNESS POST.
 PV0466'
 PV0466'TO REACH FROM THE HULETT POST OFFICE, GO EAST AND NORTH ON NEW
 PV0466'MACADAM ROAD FOR 6.5 MILES TO STEVE MAHONEYS MAIL BOX AND WIRE
 PV0466'GATE ON RIGHT.  TURN RIGHT THROUGH GATE, BEAR LEFT, AND FOLLOW
 PV0466'TRACK ROAD FOR 0.15 MILE TO WIRE GATE AND AZIMUTH MARK ON RIGHT.
 PV0466'CONTINUE ON TRACK ROAD FOR 0.55 MILE TO GATE.  TURN LEFT ON EAST
 PV0466'SIDE OF FENCE AND GO SOUTHEAST FOR 0.2 MILE TO ETT.  PACK
 PV0466'SOUTH-SOUTHEAST TO TOP OF HILL AND STATION.  (A 1-HOUR PACK.)
 PV0466'
 PV0466'STATION MARK IS A STANDARD DISK WELDED ON THE TOP OF A 2-INCH
 PV0466'IRON PIPE PROJECTING 6 INCHES.  THE DISK IS STAMPED ALVA 1949.
 PV0466'
 PV0466'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED ON THE TOP OF A
 PV0466'2-INCH IRON PIPE PROJECTING 7 INCHES.  THE DISK IS STAMPED ALVA
 PV0466'NO 1 1949.
 PV0466'
 PV0466'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED ON THE TOP OF A
 PV0466'2-INCH IRON PIPE PROJECTING 6 INCHES.  THE DISK IS STAMPED ALVA
 PV0466'NO 2 1949.
 PV0466'
 PV0466'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARKS IS 37.41 FEET
 PV0466'AND 11.402 METERS.
 PV0466'
 PV0466'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0466'CONCRETE POST.  IT IS 18 FEET WEST OF A WIRE GATE AND 3 FEET
 PV0466'EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES, AND THE
 PV0466'DISK IS STAMPED ALVA 1949.
 PV0466
 PV0466                          STATION RECOVERY (1988)
 PV0466
 PV0466'RECOVERY NOTE BY US AIR FORCE 1988 (JC)
 PV0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0522 ***********************************************************************
 MQ0522  DESIGNATION -  AMERICA
 MQ0522  PID         -  MQ0522
 MQ0522  STATE/COUNTY-  WY/SWEETWATER
 MQ0522  USGS QUAD   -  GRANGER (1980)
 MQ0522
 MQ0522                         *CURRENT SURVEY CONTROL
 MQ0522  ___________________________________________________________________
 MQ0522* NAD 83(1993)-  41 32 17.45615(N)    109 54 26.71614(W)     ADJUSTED  
 MQ0522* NAVD 88     -      2007.8    (meters)    6587.     (feet)  VERTCON   
 MQ0522  ___________________________________________________________________
 MQ0522  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MQ0522  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 MQ0522
 MQ0522  HORZ ORDER  -  SECOND
 MQ0522
 MQ0522.The horizontal coordinates were established by classical geodetic methods
 MQ0522.and adjusted by the National Geodetic Survey in January 1997..
 MQ0522
 MQ0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0522
 MQ0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0522
 MQ0522.The geoid height was determined by GEOID03.
 MQ0522
 MQ0522;                    North         East     Units Scale Factor Converg.
 MQ0522;SPC WYWC     -   115,934.285   503,421.784   MT  1.00005224   -0 46 03.2
 MQ0522;SPC WY W     -   215,302.322   814,678.448   MT  0.99994015   +0 06 59.9
 MQ0522;UTM  12      - 4,599,079.452   591,136.753   MT  0.99970221   +0 43 28.4
 MQ0522
 MQ0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0522!SPC WYWC     -   0.99968753  x   1.00005224  =   0.99973975
 MQ0522!SPC WY W     -   0.99968753  x   0.99994015  =   0.99962770
 MQ0522!UTM  12      -   0.99968753  x   0.99970221  =   0.99938983
 MQ0522
 MQ0522:                Primary Azimuth Mark                     Grid Az
 MQ0522:SPC WYWC     -  VACO                                     035 35 16.8
 MQ0522:SPC WY W     -  VACO                                     034 42 13.7
 MQ0522:UTM  12      -  VACO                                     034 05 45.2
 MQ0522
 MQ0522|---------------------------------------------------------------------|
 MQ0522| PID    Reference Object                     Distance      Geod. Az  |
 MQ0522|                                                           dddmmss.s |
 MQ0522| MQ0521 VACO                                APPROX. 9.7 KM 0344913.6 |
 MQ0522|---------------------------------------------------------------------|
 MQ0522
 MQ0522                          SUPERSEDED SURVEY CONTROL
 MQ0522
 MQ0522  NAD 83(1986)-  41 32 17.44834(N)    109 54 26.70483(W) AD(       ) 2
 MQ0522  NAD 27      -  41 32 17.60110(N)    109 54 24.18380(W) AD(       ) 2
 MQ0522  NGVD 29 (07/19/86) 2006.5    (m)         6583.     (f) VERT ANG       
 MQ0522
 MQ0522.Superseded values are not recommended for survey control.
 MQ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0522.See file dsdata.txt to determine how the superseded data were derived.
 MQ0522
 MQ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL9113799079(NAD 83)
 MQ0522_MARKER: DD = SURVEY DISK
 MQ0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0522_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MQ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0522+STABILITY: SURFACE MOTION
 MQ0522
 MQ0522  HISTORY     - Date     Condition        Report By
 MQ0522  HISTORY     - 1962     MONUMENTED       USGS
 MQ0522  HISTORY     - 1962     GOOD             NGS
 MQ0522
 MQ0522                          STATION DESCRIPTION
 MQ0522
 MQ0522'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 MQ0522'THE STATION IS ON A SAGE BRUSH COVERED RIDGE, ABOUT 1/2 MILE
 MQ0522'SOUTH-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 30 S AND 30 N,
 MQ0522'2-3/4 MILES WEST OF LITTLE AMERICA AND 4-3/4 MILES SOUTHEAST
 MQ0522'OF GRANGER.
 MQ0522'
 MQ0522'THE MARK IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL SURVEY,
 MQ0522'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING
 MQ0522'12 INCHES.  THE DISK IS STAMPED AMERICA 1958.
 MQ0522'
 MQ0522'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AMERICA
 MQ0522'THE DISTANCE BEING 59.07 FEET OR 18.005 METERS EAST OF THE
 MQ0522'STATION.
 MQ0522
 MQ0522                          STATION RECOVERY (1962)
 MQ0522
 MQ0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MQ0522'RECOVERED.
 MQ0522'
 MQ0522'STATION MARK--STANDARD TABLET, IN CONCRETE POST, STAMPED ---AMERICA
 MQ0522'1958---, PROJECTING 0.7 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0523 ***********************************************************************
 MQ0523  DESIGNATION -  AMERICA
 MQ0523  PID         -  MQ0523
 MQ0523  STATE/COUNTY-  WY/SWEETWATER
 MQ0523  USGS QUAD   -  GRANGER (1980)
 MQ0523
 MQ0523                         *CURRENT SURVEY CONTROL
 MQ0523  ___________________________________________________________________
 MQ0523* NAD 83(1993)-  41 32 17.59100(N)    109 54 27.47124(W)     ADJUSTED  
 MQ0523* NAVD 88     -      2007.4    (meters)    6586.     (feet)  VERTCON   
 MQ0523  ___________________________________________________________________
 MQ0523  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MQ0523  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 MQ0523
 MQ0523  HORZ ORDER  -  FIRST
 MQ0523
 MQ0523.The horizontal coordinates were established by classical geodetic methods
 MQ0523.and adjusted by the National Geodetic Survey in January 1997..
 MQ0523
 MQ0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0523
 MQ0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0523
 MQ0523.The geoid height was determined by GEOID03.
 MQ0523
 MQ0523;                    North         East     Units Scale Factor Converg.
 MQ0523;SPC WYWC     -   115,938.680   503,404.338   MT  1.00005229   -0 46 03.7
 MQ0523;SPC WY W     -   215,306.446   814,660.938   MT  0.99994014   +0 06 59.4
 MQ0523;UTM  12      - 4,599,083.390   591,119.204   MT  0.99970217   +0 43 27.9
 MQ0523
 MQ0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0523!SPC WYWC     -   0.99968759  x   1.00005229  =   0.99973986
 MQ0523!SPC WY W     -   0.99968759  x   0.99994014  =   0.99962775
 MQ0523!UTM  12      -   0.99968759  x   0.99970217  =   0.99938985
 MQ0523
 MQ0523|---------------------------------------------------------------------|
 MQ0523| PID    Reference Object                     Distance      Geod. Az  |
 MQ0523|                                                           dddmmss.s |
 MQ0523| CP5256 AMERICA RM 1                         14.769 METERS 01347     |
 MQ0523| MQ0524 LITTLE AMERICA N STANDPIPE          APPROX. 2.2 KM 0573624.6 |
 MQ0523| CP5255 AMERICA AZ MK                                      0852506.0 |
 MQ0523| MQ0522 AMERICA                              17.991 METERS 10322     |
 MQ0523| MR0774 MICROWAVE REL TWR SSW GRANGER       APPROX.20.4 KM 2263938.2 |
 MQ0523| MR0773 AIRWAY BN 11 11 MI SSW GRANGER      APPROX.16.1 KM 2294624.7 |
 MQ0523| CP5964 UNION AZ MK                                        2585827.9 |
 MQ0523|---------------------------------------------------------------------|
 MQ0523
 MQ0523                          SUPERSEDED SURVEY CONTROL
 MQ0523
 MQ0523  NAD 83(1986)-  41 32 17.58319(N)    109 54 27.45992(W) AD(       ) 1
 MQ0523  NAD 27      -  41 32 17.73610(N)    109 54 24.93950(W) AD(       ) 1
 MQ0523  NGVD 29 (07/19/86) 2006.1    (m)         6582.     (f) VERT ANG       
 MQ0523
 MQ0523.Superseded values are not recommended for survey control.
 MQ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0523.See file dsdata.txt to determine how the superseded data were derived.
 MQ0523
 MQ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL9111999083(NAD 83)
 MQ0523_MARKER: DS = TRIANGULATION STATION DISK
 MQ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0523
 MQ0523  HISTORY     - Date     Condition        Report By
 MQ0523  HISTORY     - 1962     MONUMENTED       CGS
 MQ0523  HISTORY     - 1975     SEE DESCRIPTION  DMA
 MQ0523
 MQ0523                          STATION DESCRIPTION
 MQ0523
 MQ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0523'THE STATION IS ON A SAGE BRUSH COVERED RIDGE, ABOUT 1/2 MILE
 MQ0523'SOUTH-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 30 S AND 30 N,
 MQ0523'2-3/4 MILES WEST OF LITTLE AMERICA AND 4-3/4 MILES SOUTHEAST
 MQ0523'OF GRANGER.
 MQ0523'
 MQ0523'TO REACH THE STATION FROM LITTLE AMERICA, GO WEST ON U.S.
 MQ0523'HIGHWAY 30 FOR 1.85 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 MQ0523'SOUTH AND SOUTHEAST ON GRAVELED ROAD FOR 1.75 MILES TO A DIM
 MQ0523'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON TRACK
 MQ0523'ROAD ALONG THE RIDGE FOR 1.8 MILES TO THE HIGHEST POINT AND THE
 MQ0523'STATION.
 MQ0523'
 MQ0523'STATION MARK IS A STANDARD DISK, STAMPED AMERICA 1962, SET IN
 MQ0523'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 MQ0523'IT IS 6.7 FEET NORTHEAST OF A WITNESS POST.
 MQ0523'
 MQ0523'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AMERICA NO 1 1962,
 MQ0523'SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0523'2 INCHES.  IT IS 54 FEET NORTH-NORTHEAST OF THE WITNESS POST
 MQ0523'AND ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0523'
 MQ0523'AMERICA (USGS) IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 MQ0523'AMERICA 1958, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST
 MQ0523'PROJECTING 12 INCHES.  IT IS 62 FEET EAST OF THE WITNESS POST
 MQ0523'AND ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0523'
 MQ0523'AZIMUTH MARK IS A STANDARD DISK, STAMPED UNION 1962, SET IN THE
 MQ0523'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MQ0523'IT IS ABOUT 0.3 MILE EAST OF TWO SMALL BUILDINGS, ABOUT 100
 MQ0523'YARDS SOUTHEAST OF U.S. HIGHWAY 30 S, 75 YARDS SOUTHEAST OF TWO
 MQ0523'CULVERTS, 100 YARDS WEST OF A 40 FOOT HIGH ROCK FORMATION AND
 MQ0523'3.1 FEET SOUTH OF A WITNESS POST.
 MQ0523'
 MQ0523'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 MQ0523'30 N AND 30 S, GO SOUTHWEST ON U.S. HIGHWAY 30 S FOR 1.6 MILES
 MQ0523'TO THE MARK ON THE LEFT.
 MQ0523
 MQ0523                          STATION RECOVERY (1975)
 MQ0523
 MQ0523'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (RFA)
 MQ0523'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED.  THE AZIMUTH
 MQ0523'MARK HAS BEEN DESTROYED.
 MQ0523'
 MQ0523'REVISED ROUTE DESCRIPTION--TO REACH THE STATION FROM LITTLE AMERICA,
 MQ0523'GO SOUTH FOR 0.15 MILE, PASSING UNDER INTERSTATE 80, TO A SIDE ROAD
 MQ0523'RIGHT.  TURN RIGHT AND GO WEST-SOUTHWEST FOR 1.6 MILES TO A FORK.
 MQ0523'TAKE RIGHT FORK AND PROCEED STRAIGHT AHEAD ON TRACK ROAD, TURNING
 MQ0523'WEST ALONG SOUTH EDGE OF MESA, FOR 2.0 MILES TO HIGHEST POINT AND
 MQ0523'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1233 ***********************************************************************
 MO1233  DESIGNATION -  AMES MONUMENT
 MO1233  PID         -  MO1233
 MO1233  STATE/COUNTY-  WY/ALBANY
 MO1233  USGS QUAD   -  SHERMAN MOUNTAINS WEST (1992)
 MO1233
 MO1233                         *CURRENT SURVEY CONTROL
 MO1233  ___________________________________________________________________
 MO1233* NAD 83(1993)-  41 07 51.88074(N)    105 23 53.35696(W)     ADJUSTED  
 MO1233* NAVD 88     -      2544.     (meters)    8346.     (feet)  SCALED    
 MO1233  ___________________________________________________________________
 MO1233  LAPLACE CORR-         -10.11  (seconds)                    DEFLEC99
 MO1233  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 MO1233
 MO1233  HORZ ORDER  -  THIRD
 MO1233
 MO1233.The horizontal coordinates were established by classical geodetic methods
 MO1233.and adjusted by the National Geodetic Survey in January 1997..
 MO1233
 MO1233.The orthometric height was scaled from a topographic map.
 MO1233
 MO1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1233
 MO1233.The geoid height was determined by GEOID03.
 MO1233
 MO1233;                    North         East     Units Scale Factor Converg.
 MO1233;SPC WY E     -    70,102.875   180,563.554   MT  0.99994215   -0 09 08.2
 MO1233;UTM  13      - 4,553,384.508   466,580.968   MT  0.99961374   -0 15 42.8
 MO1233
 MO1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1233!SPC WY E     -   0.99960299  x   0.99994215  =   0.99954517
 MO1233!UTM  13      -   0.99960299  x   0.99961374  =   0.99921689
 MO1233
 MO1233                          SUPERSEDED SURVEY CONTROL
 MO1233
 MO1233  NAD 83(1993)-  41 07 51.86890(N)    105 23 53.35501(W) AD(       ) 3
 MO1233  NAD 83(1986)-  41 07 51.86820(N)    105 23 53.35496(W) AD(       ) 3
 MO1233  NAD 27      -  41 07 51.93913(N)    105 23 51.40299(W) AD(       ) 3
 MO1233
 MO1233.Superseded values are not recommended for survey control.
 MO1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1233.See file dsdata.txt to determine how the superseded data were derived.
 MO1233
 MO1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6658153385(NAD 83)
 MO1233_MARKER: Z = SEE DESCRIPTION
 MO1233_SETTING: 0 = UNSPECIFIED SETTING
 MO1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1233
 MO1233  HISTORY     - Date     Condition        Report By
 MO1233  HISTORY     - 1915     MONUMENTED       USGS
 MO1233
 MO1233                          STATION DESCRIPTION
 MO1233
 MO1233'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 MO1233'AMES MONUMENT, ON THE SUMMIT OF THE SHERMAN HILL, NEAR THE TOWN OF
 MO1233'SHERMAN, ON THE UNION PACIFIC RAILROAD.  THE MONUMENT IS ABOUT 35 FT.
 MO1233'HIGH AND WAS BUILT BY THE UNION PACIFIC RAILROAD.  AMES MONUMENT,
 MO1233'GRANITE PYRAMID BASE, 60 FT. SQUARE, HEIGHT 60 FT.
 MO1233'
 MO1233'STATION MARK AND SIGNAL--APEX OF MONUMENT.
 MO1233'
 MO1233'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1214 ***********************************************************************
 PY1214  DESIGNATION -  AMETHYST ET
 PY1214  PID         -  PY1214
 PY1214  STATE/COUNTY-  WY/PARK
 PY1214  USGS QUAD   -  AMETHYST MOUNTAIN (1986)
 PY1214
 PY1214                         *CURRENT SURVEY CONTROL
 PY1214  ___________________________________________________________________
 PY1214* NAD 83(1993)-  44 49 41.93683(N)    110 15 15.48215(W)     ADJUSTED  
 PY1214* NAVD 88     -      2931.8    (meters)    9619.     (feet)  VERTCON   
 PY1214  ___________________________________________________________________
 PY1214  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 PY1214  GEOID HEIGHT-          -8.29  (meters)                     GEOID03
 PY1214
 PY1214  HORZ ORDER  -  THIRD
 PY1214
 PY1214.The horizontal coordinates were established by classical geodetic methods
 PY1214.and adjusted by the National Geodetic Survey in January 1997..
 PY1214
 PY1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1214
 PY1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1214
 PY1214.The geoid height was determined by GEOID03.
 PY1214
 PY1214;                    North         East     Units Scale Factor Converg.
 PY1214;SPC WYWC     -   481,887.317   481,044.313   MT  1.00011145   -1 03 38.3
 PY1214;UTM  12      - 4,964,149.188   558,947.784   MT  0.99964273   +0 31 32.6
 PY1214
 PY1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1214!SPC WYWC     -   0.99954183  x   1.00011145  =   0.99965323
 PY1214!UTM  12      -   0.99954183  x   0.99964273  =   0.99918472
 PY1214
 PY1214:                Primary Azimuth Mark                     Grid Az
 PY1214:SPC WYWC     -  WASHBURN                                 257 38 08.1
 PY1214:UTM  12      -  WASHBURN                                 256 02 57.2
 PY1214
 PY1214|---------------------------------------------------------------------|
 PY1214| PID    Reference Object                     Distance      Geod. Az  |
 PY1214|                                                           dddmmss.s |
 PY1214| PY1215 WASHBURN                            APPROX.14.6 KM 2563429.8 |
 PY1214|---------------------------------------------------------------------|
 PY1214
 PY1214                          SUPERSEDED SURVEY CONTROL
 PY1214
 PY1214  NAD 83(1993)-  44 49 41.93746(N)    110 15 15.48192(W) AD(       ) 3
 PY1214  NAD 83(1986)-  44 49 41.92610(N)    110 15 15.46681(W) AD(       ) 3
 PY1214  NAD 27      -  44 49 42.14043(N)    110 15 12.76009(W) AD(       ) 3
 PY1214  NGVD 29 (07/19/86) 2930.4    (m)         9614.     (f) VERT ANG       
 PY1214
 PY1214.Superseded values are not recommended for survey control.
 PY1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1214.See file dsdata.txt to determine how the superseded data were derived.
 PY1214
 PY1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5894864149(NAD 83)
 PY1214_MARKER: DD = SURVEY DISK
 PY1214_SETTING: 80 = SET IN A BOULDER
 PY1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1214+STABILITY: SURFACE MOTION
 PY1214
 PY1214  HISTORY     - Date     Condition        Report By
 PY1214  HISTORY     - 1958     MONUMENTED       USGS
 PY1214
 PY1214                          STATION DESCRIPTION
 PY1214
 PY1214'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY1214'LOCATED ABOUT 14 MI. NE. OF CANYON JUNCTION AND ABOUT 10 MI. SE. OF
 PY1214'TOWER JUNCTION, ON A BROAD BARE TOP KNOWN AS AMETHYST MOUNTAIN.
 PY1214'
 PY1214'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---AMETHYST-ET
 PY1214'1958---, CEMENTED IN A BOULDER IN PLACE.
 PY1214'
 PY1214'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0540 ***********************************************************************
 NQ0540  DESIGNATION -  AMMON
 NQ0540  PID         -  NQ0540
 NQ0540  STATE/COUNTY-  WY/CONVERSE
 NQ0540  USGS QUAD   -  SHAWNEE (1961)
 NQ0540
 NQ0540                         *CURRENT SURVEY CONTROL
 NQ0540  ___________________________________________________________________
 NQ0540* NAD 83(1993)-  42 38 58.71571(N)    105 05 38.71343(W)     ADJUSTED  
 NQ0540* NAVD 88     -      1541.     (meters)    5056.     (feet)  VERTCON   
 NQ0540  ___________________________________________________________________
 NQ0540  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 NQ0540  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NQ0540
 NQ0540  HORZ ORDER  -  THIRD
 NQ0540
 NQ0540.The horizontal coordinates were established by classical geodetic methods
 NQ0540.and adjusted by the National Geodetic Survey in January 1997..
 NQ0540
 NQ0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0540
 NQ0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0540
 NQ0540.The geoid height was determined by GEOID03.
 NQ0540
 NQ0540;                    North         East     Units Scale Factor Converg.
 NQ0540;SPC WY E     -   238,737.870   205,951.353   MT  0.99993794   +0 02 57.0
 NQ0540;UTM  13      - 4,721,913.760   492,287.690   MT  0.99960073   -0 03 49.5
 NQ0540
 NQ0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0540!SPC WY E     -   0.99976064  x   0.99993794  =   0.99969860
 NQ0540!UTM  13      -   0.99976064  x   0.99960073  =   0.99936147
 NQ0540
 NQ0540                          SUPERSEDED SURVEY CONTROL
 NQ0540
 NQ0540  NAD 83(1986)-  42 38 58.69426(N)    105 05 38.70241(W) AD(       ) 3
 NQ0540  NAD 27      -  42 38 58.80889(N)    105 05 36.79395(W) AD(       ) 3
 NQ0540  NGVD 29 (07/19/86) 1540.     (m)         5052.     (f) VERT ANG       
 NQ0540
 NQ0540.Superseded values are not recommended for survey control.
 NQ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0540.See file dsdata.txt to determine how the superseded data were derived.
 NQ0540
 NQ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9228821914(NAD 83)
 NQ0540_MARKER: DD = SURVEY DISK
 NQ0540_SETTING: 0 = UNSPECIFIED SETTING
 NQ0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0540
 NQ0540  HISTORY     - Date     Condition        Report By
 NQ0540  HISTORY     - 1947     MONUMENTED       USGS
 NQ0540
 NQ0540                          STATION DESCRIPTION
 NQ0540
 NQ0540'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0540'LOCATED NNE. OF AMMON, WYOMING, ABOUT 3 MI. ON HIGH, BARE, FLAT TOP
 NQ0540'SURROUNDED BY ERODED CLAY HILLS.
 NQ0540'
 NQ0540'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 20 AND U.S. HIGHWAY 87,
 NQ0540'PROCEED NE. ON U.S. HIGHWAY 20 FOR 3.4 MI. TO A GATE ON THE RIGHT SIDE
 NQ0540'OF RD., PASS THRU GATE AND FOLLOW ALONG FENCE NE. FOR 0.2 MI. TO FENCE
 NQ0540'CORNER, TURN E. AND FOLLOW ALONG FENCE FOR 0.7 MI. TO OLD RD. RUNNING
 NQ0540'N. AND S., GO S. 0.8 MI. TO ABANDONED RANCH HOUSE, CONTINUE S. FOR 0.5
 NQ0540'MI. TO GATE IN FENCE, TURN LEFT AND GO NE. FOR 0.5 MI. TO BASE OF
 NQ0540'HILL.  STATION IS LOCATED ON TOP OF HILL.
 NQ0540'
 NQ0540'STATION MARK--STANDARD TABLET STAMPED ---AMMON 1947--- SET IN TOP OF
 NQ0540'CONCRETE POST.
 NQ0540'
 NQ0540'REFERENCE MARK NO. 1--AN IRON PIPE EXTENDING 2-1/2 FT. ABOVE GROUND,
 NQ0540'46 FT. NE. OF STATION.
 NQ0540'
 NQ0540'REFERENCE MARK NO. 2--AN IRON PIPE EXTENDING 2-1/2 FT. ABOVE GROUND,
 NQ0540'35 FT. 11 IN. SE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0302 ***********************************************************************
 OW0302  DESIGNATION -  ANCHOR
 OW0302  PID         -  OW0302
 OW0302  STATE/COUNTY-  WY/HOT SPRINGS
 OW0302  USGS QUAD   -  ANCHOR RESERVOIR (1965)
 OW0302
 OW0302                         *CURRENT SURVEY CONTROL
 OW0302  ___________________________________________________________________
 OW0302* NAD 83(1993)-  43 37 43.81589(N)    108 51 51.06860(W)     ADJUSTED  
 OW0302* NAVD 88     -      2642.     (meters)    8668.     (feet)  SCALED    
 OW0302  ___________________________________________________________________
 OW0302  LAPLACE CORR-         -12.08  (seconds)                    DEFLEC99
 OW0302  GEOID HEIGHT-         -10.54  (meters)                     GEOID03
 OW0302
 OW0302  HORZ ORDER  -  THIRD
 OW0302
 OW0302.The horizontal coordinates were established by classical geodetic methods
 OW0302.and adjusted by the National Geodetic Survey in January 1997..
 OW0302
 OW0302.The orthometric height was scaled from a topographic map.
 OW0302
 OW0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0302
 OW0302.The geoid height was determined by GEOID03.
 OW0302
 OW0302;                    North         East     Units Scale Factor Converg.
 OW0302;SPC WYWC     -   347,518.908   590,785.274   MT  0.99993854   -0 04 43.6
 OW0302;UTM  12      - 4,832,866.400   672,302.853   MT  0.99996518   +1 28 26.5
 OW0302
 OW0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0302!SPC WYWC     -   0.99958750  x   0.99993854  =   0.99952606
 OW0302!UTM  12      -   0.99958750  x   0.99996518  =   0.99955269
 OW0302
 OW0302:                Primary Azimuth Mark                     Grid Az
 OW0302:SPC WYWC     -  ANCHOR AZ MK                             123 22 42.1
 OW0302:UTM  12      -  ANCHOR AZ MK                             121 49 32.0
 OW0302
 OW0302|---------------------------------------------------------------------|
 OW0302| PID    Reference Object                     Distance      Geod. Az  |
 OW0302|                                                           dddmmss.s |
 OW0302| CP5260 ANCHOR AZ MK                                       1231758.5 |
 OW0302| CP5261 ANCHOR RM 1                           8.168 METERS 22056     |
 OW0302| CP5262 ANCHOR RM 2                           9.070 METERS 29900     |
 OW0302|---------------------------------------------------------------------|
 OW0302
 OW0302                          SUPERSEDED SURVEY CONTROL
 OW0302
 OW0302  NAD 83(1986)-  43 37 43.80467(N)    108 51 51.06547(W) AD(       ) 3
 OW0302  NAD 27      -  43 37 43.96800(N)    108 51 48.61500(W) AD(       ) 3
 OW0302
 OW0302.Superseded values are not recommended for survey control.
 OW0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0302.See file dsdata.txt to determine how the superseded data were derived.
 OW0302
 OW0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7230332866(NAD 83)
 OW0302_MARKER: DS = TRIANGULATION STATION DISK
 OW0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0302
 OW0302  HISTORY     - Date     Condition        Report By
 OW0302  HISTORY     - 1936     MONUMENTED       CGS
 OW0302
 OW0302                          STATION DESCRIPTION
 OW0302
 OW0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0302'ABOUT 33 MILES DUE WEST OF THERMOPOLIS, ABOUT 28 MILES NORTH OF
 OW0302'DIVERSION DAM, ON SUMMIT OF MAIN OWL CREEK MOUNTAINS, ABOUT 3
 OW0302'MILES WEST OF HIGH AND PROMINENT RIM ON MOUNTAIN, AND ABOUT 1
 OW0302'1/2 MILES WEST OF NEW ROAD BEING BUILT OVER RANGE FROM VICINITY
 OW0302'OF BARGEE ON SOUTH TO OWL CREEK HIGHWAY ON NORTH.  TO REACH FROM
 OW0302'MAIN INTERSECTION IN THERMOPOLIS, FOLLOW OWL CREEK HIGHWAY
 OW0302'WEST 18.0 MILES TO END OF PAVEMENT (FIRST FIVE MILES OF HIGHWAY
 OW0302'ARE GRAVEL).  CONTINUE WEST ON MAIN ROAD 6.2 MILES TO WHERE
 OW0302'ROAD TO LEFT THROUGH GATE LEADS TO OWL.  CONTINUE WEST ON
 OW0302'GRADED ROAD 1.9 MILES.  TAKE LEFT FORK AT LARGE WHITE
 OW0302'SCHOOLHOUSE AND CONTINUE WEST ON GRADED ROAD 2.0 MILES, TO WHERE
 OW0302'MAIN ROAD FOLLOWS RIGHT FORK WEST ALONG OWL CREEK, AND
 OW0302'CURTISS RANCH IS 0.4 MILE TO WEST.  TAKE LEFT FORK AND FOLLOW
 OW0302'MAIN ROAD SOUTHWEST UP CREEK 0.4 MILE TO WHERE NEW GRADE
 OW0302'BEGINS.  CONTINUE SOUTHWEST UP NEW GRADE 7.6 MILES TO WHITE
 OW0302'FILL WITH BORROW PIT ON RIGHT, 0.5 MILE BEFORE REACHING GATE
 OW0302'AT SUMMIT OF DIVIDE.  TURN RIGHT, CROSS BORROW PIT, AND GO
 OW0302'WEST THROUGH SAGE BRUSH 0.3 MILE TO SMALL CORRAL AND
 OW0302'SPRING.  BEAR LEFT, PASSING BETWEEN CORRAL AND SPRING, GO
 OW0302'SOUTH UP STOCK TRAILS TO TOP OF STEEP SLOPE AND SALT LICK
 OW0302'0.2 MILE FROM SPRING.  TURN RIGHT ACROSS ROCKS, GO ABOUT
 OW0302'100 YARDS AND PICK UP OLD ROAD, AND FOLLOW IT WEST ALONG
 OW0302'DIVIDE 1.0 MILE.  BEAR RIGHT OFF ROAD AT EDGE OF BIG SAGEBRUSH
 OW0302'AND CONTINUE WEST UP GRASSY SLOPE 0.3 MILE TO NORTH END OF TOP
 OW0302'AND STATION.  STATION MARK IS STANDARD DISK IN CONCRETE.
 OW0302'REFERENCE MARKS ARE STANDARD DISKS IN CONCRETE.
 OW0302'NO. 1 IS 8.168 METERS (26.80 FEET) SOUTHWEST OF STATION
 OW0302'S 40 DEG 56 MIN W.  NO. 2 IS 9.070 METERS (29.76 FEET)
 OW0302'NORTHWEST N 81 DEG W.  AZIMUTH MARK IS STANDARD
 OW0302'DISK IN OUTCROPPING BEDROCK, ON SOUTH SIDE OF
 OW0302'FIRST SADDLE SOUTHEAST OF STATION, DISTANT THERE FROM ABOUT
 OW0302'0.5 MILE S 56 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1119 ***********************************************************************
 MO1119  DESIGNATION -  ANCHOR
 MO1119  PID         -  MO1119
 MO1119  STATE/COUNTY-  WY/LARAMIE
 MO1119  USGS QUAD   -  P O RANCH (1978)
 MO1119
 MO1119                         *CURRENT SURVEY CONTROL
 MO1119  ___________________________________________________________________
 MO1119* NAD 83(1993)-  41 16 26.19974(N)    104 46 39.59848(W)     ADJUSTED  
 MO1119* NAVD 88     -      1873.     (meters)    6145.     (feet)  SCALED    
 MO1119  ___________________________________________________________________
 MO1119  LAPLACE CORR-         -10.16  (seconds)                    DEFLEC99
 MO1119  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 MO1119
 MO1119  HORZ ORDER  -  THIRD
 MO1119
 MO1119.The horizontal coordinates were established by classical geodetic methods
 MO1119.and adjusted by the National Geodetic Survey in January 1997..
 MO1119
 MO1119.The orthometric height was scaled from a topographic map.
 MO1119
 MO1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1119
 MO1119.The geoid height was determined by GEOID03.
 MO1119
 MO1119;                    North         East     Units Scale Factor Converg.
 MO1119;SPC WY E     -    86,015.469   232,590.735   MT  0.99995057   +0 15 23.8
 MO1119;UTM  13      - 4,569,192.044   518,620.982   MT  0.99960427   +0 08 48.0
 MO1119
 MO1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1119!SPC WY E     -   0.99970883  x   0.99995057  =   0.99965941
 MO1119!UTM  13      -   0.99970883  x   0.99960427  =   0.99931321
 MO1119
 MO1119:                Primary Azimuth Mark                     Grid Az
 MO1119:SPC WY E     -  CATAWA                                   270 25 48.4
 MO1119:UTM  13      -  CATAWA                                   270 32 24.2
 MO1119
 MO1119|---------------------------------------------------------------------|
 MO1119| PID    Reference Object                     Distance      Geod. Az  |
 MO1119|                                                           dddmmss.s |
 MO1119| MO1120 CATAWA                              APPROX. 6.3 KM 2704112.2 |
 MO1119|---------------------------------------------------------------------|
 MO1119
 MO1119                          SUPERSEDED SURVEY CONTROL
 MO1119
 MO1119  NAD 83(1986)-  41 16 26.18401(N)    104 46 39.59698(W) AD(       ) 3
 MO1119  NAD 27      -  41 16 26.25982(N)    104 46 37.71522(W) AD(       ) 3
 MO1119
 MO1119.Superseded values are not recommended for survey control.
 MO1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1119.See file dsdata.txt to determine how the superseded data were derived.
 MO1119
 MO1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1862169192(NAD 83)
 MO1119_MARKER: DD = SURVEY DISK
 MO1119_SETTING: 0 = UNSPECIFIED SETTING
 MO1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1119
 MO1119  HISTORY     - Date     Condition        Report By
 MO1119  HISTORY     - 1947     MONUMENTED       USGS
 MO1119  HISTORY     - 1961     GOOD             USGS
 MO1119
 MO1119                          STATION DESCRIPTION
 MO1119
 MO1119'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1119'STATION IS ABOUT 9.0 MI. N. OF CHEYENNE, IN SEC. 16, T 15 N, R 66 W.
 MO1119'
 MO1119'TO REACH FROM CHEYENNE POST OFFICE, GO N. ON U.S. HIGHWAYS 85 AND 87
 MO1119'7.8 MI. TO JUNCTION, TURN RIGHT ON U.S. HIGHWAY 85 AND GO E. 3.5 MI.
 MO1119'TO RANCH ON N. SIDE OF HIGHWAY, TURN LEFT THRU GATE AND GO 0.1 MI. TO
 MO1119'RANCH, TAKE LEFT GATE AT BARN AND GO 0.1 MI. NW. TO STATION.
 MO1119
 MO1119                          STATION RECOVERY (1961)
 MO1119
 MO1119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (GMP)
 MO1119'STATION MARK--STANDARD TABLET, SET IN CONCRETE MONUMENT AND STAMPED
 MO1119'---ANCHOR 1947---.
 MO1119'
 MO1119'REFERENCE MARK NO. 1--STANDARD BRASS CAP, SET IN CONCRETE MONUMENT,
 MO1119'46.20 FT. SW. OF STATION.
 MO1119'
 MO1119'REFERENCE MARK NO. 2--STANDARD BRASS CAP, SET IN CONCRETE MONUMENT,
 MO1119'53.40 FT. SE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0348 ***********************************************************************
 OV0348  DESIGNATION -  ANGUS
 OV0348  PID         -  OV0348
 OV0348  STATE/COUNTY-  WY/JOHNSON
 OV0348  USGS QUAD   -  EDGERTON (1984)
 OV0348
 OV0348                         *CURRENT SURVEY CONTROL
 OV0348  ___________________________________________________________________
 OV0348* NAD 83(1993)-  43 28 56.52805(N)    106 09 48.27079(W)     ADJUSTED  
 OV0348* NAVD 88     -      1742.0    (meters)    5715.     (feet)  VERTCON   
 OV0348  ___________________________________________________________________
 OV0348  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 OV0348  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 OV0348  OBS GRAVITY -     979,958.8   (mgal)                       GRAV_OBS
 OV0348
 OV0348  HORZ ORDER  -  THIRD
 OV0348
 OV0348.The horizontal coordinates were established by classical geodetic methods
 OV0348.and adjusted by the National Geodetic Survey in January 1997..
 OV0348
 OV0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0348
 OV0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0348
 OV0348.The geoid height was determined by GEOID03.
 OV0348.The observed gravity was obtained from relative gravimeter ties
 OV0348.to the IGSN71 gravity network.
 OV0348
 OV0348;                    North         East     Units Scale Factor Converg.
 OV0348;SPC WYEC     -   431,905.329   494,641.603   MT  1.00004764   +0 48 18.4
 OV0348;UTM  13      - 4,815,040.651   405,917.300   MT  0.99970888   -0 48 02.3
 OV0348
 OV0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0348!SPC WYEC     -   0.99972911  x   1.00004764  =   0.99977674
 OV0348!UTM  13      -   0.99972911  x   0.99970888  =   0.99943807
 OV0348
 OV0348:                Primary Azimuth Mark                     Grid Az
 OV0348:SPC WYEC     -  VAN                                      065 39 32.8
 OV0348:UTM  13      -  VAN                                      067 15 53.5
 OV0348
 OV0348|---------------------------------------------------------------------|
 OV0348| PID    Reference Object                     Distance      Geod. Az  |
 OV0348|                                                           dddmmss.s |
 OV0348| OV0345 VAN                                 APPROX. 4.1 KM 0662751.2 |
 OV0348|---------------------------------------------------------------------|
 OV0348
 OV0348                          SUPERSEDED SURVEY CONTROL
 OV0348
 OV0348  NAD 83(1986)-  43 28 56.50914(N)    106 09 48.24595(W) AD(       ) 3
 OV0348  NAD 27      -  43 28 56.60438(N)    106 09 46.18088(W) AD(       ) 3
 OV0348  NGVD 29 (07/19/86) 1741.1    (m)         5712.     (f) VERT ANG       
 OV0348
 OV0348.Superseded values are not recommended for survey control.
 OV0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0348.See file dsdata.txt to determine how the superseded data were derived.
 OV0348
 OV0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ0591715041(NAD 83)
 OV0348_MARKER: DD = SURVEY DISK
 OV0348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0348_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OV0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0348
 OV0348  HISTORY     - Date     Condition        Report By
 OV0348  HISTORY     - 1952     MONUMENTED       USGS
 OV0348
 OV0348                          STATION DESCRIPTION
 OV0348
 OV0348'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OV0348'STATION IS LOCATED ABOUT 10.0 MI. NE. OF MIDWEST, WYOMING, ON A
 OV0348'PROMINENT TOP.
 OV0348'
 OV0348'TO REACH FROM MIDWEST, WYOMING, PROCEED E. FROM THE JUNCTION OF U.S.
 OV0348'HIGHWAY 87 AND STATE HIGHWAY 387 THROUGH EDGERTON, WYOMING, 10.4 MI.,
 OV0348'TURN RIGHT AT OIL TANKS ON TRAIL RD. FOR 2.2 MI.  TURN SHARP RIGHT
 OV0348'AT Y-FORK JUST PAST WIRE GATE FOR 0.3 MI. TO TOP OF RIDGE AND STATION.
 OV0348'STATION IS ABOUT 200 FT. S. OF TRAIL RD., ON THE HIGHEST POINT OF THE
 OV0348'RIDGE.
 OV0348'
 OV0348'STATION MARK--STANDARD TABLET, SET IN CONCRETE, IN 1 IN. PIPE, DRIVEN
 OV0348'FLUSH WITH SURFACE, STAMPED ---ANGUS 1952---.
 OV0348'
 OV0348'REFERENCE MARK NO. 1--STEEL ROD, IN 4 X 4 IN. CONCRETE POST, EXTENDING
 OV0348'ABOVE GROUND, 22.73 FT. E. OF STATION MARK, N 14 DEG 58 MIN E.
 OV0348'
 OV0348'REFERENCE MARK NO. 2--STEEL ROD, DRIVEN IN GROUND, EXTENDING
 OV0348'4 IN., 16.46 FT. S. OF STATION MARK, S 71 DEG 56 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0789 ***********************************************************************
 OX0789  DESIGNATION -  ANN
 OX0789  PID         -  OX0789
 OX0789  STATE/COUNTY-  WY/TETON
 OX0789  USGS QUAD   -  CAMP DAVIS (1996)
 OX0789
 OX0789                         *CURRENT SURVEY CONTROL
 OX0789  ___________________________________________________________________
 OX0789* NAD 83(1993)-  43 15 55.29745(N)    110 39 56.60466(W)     ADJUSTED  
 OX0789* NAVD 88     -      2270.1    (meters)    7448.     (feet)  VERTCON   
 OX0789  ___________________________________________________________________
 OX0789  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 OX0789  GEOID HEIGHT-         -10.20  (meters)                     GEOID03
 OX0789
 OX0789  HORZ ORDER  -  SECOND
 OX0789
 OX0789.The horizontal coordinates were established by classical geodetic methods
 OX0789.and adjusted by the National Geodetic Survey in January 1997..
 OX0789
 OX0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0789
 OX0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0789
 OX0789.The geoid height was determined by GEOID03.
 OX0789
 OX0789;                    North         East     Units Scale Factor Converg.
 OX0789;SPC WY W     -   407,296.932   752,719.117   MT  0.99996499   -0 23 57.0
 OX0789;UTM  12      - 4,790,337.543   527,128.791   MT  0.99960905   +0 13 44.8
 OX0789
 OX0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0789!SPC WY W     -   0.99964573  x   0.99996499  =   0.99961073
 OX0789!UTM  12      -   0.99964573  x   0.99960905  =   0.99925492
 OX0789
 OX0789:                Primary Azimuth Mark                     Grid Az
 OX0789:SPC WY W     -  DAVIS                                    023 58 56.4
 OX0789:UTM  12      -  DAVIS                                    023 21 14.6
 OX0789
 OX0789|---------------------------------------------------------------------|
 OX0789| PID    Reference Object                     Distance      Geod. Az  |
 OX0789|                                                           dddmmss.s |
 OX0789| OX0793 DAVIS                               APPROX. 3.3 KM 0233459.4 |
 OX0789| CP5263 ANN RM 1                             25.118 METERS 13538     |
 OX0789| CP5264 ANN RM 2                             11.117 METERS 21954     |
 OX0789|---------------------------------------------------------------------|
 OX0789
 OX0789                          SUPERSEDED SURVEY CONTROL
 OX0789
 OX0789  NAD 83(1993)-  43 15 55.29366(N)    110 39 56.60014(W) AD(       ) 2
 OX0789  NAD 83(1986)-  43 15 55.28674(N)    110 39 56.59304(W) AD(       ) 2
 OX0789  NAD 27      -  43 15 55.54300(N)    110 39 53.89500(W) AD(       ) 2
 OX0789  NGVD 29 (07/19/86) 2268.8    (m)         7444.     (f) VERT ANG       
 OX0789
 OX0789.Superseded values are not recommended for survey control.
 OX0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0789.See file dsdata.txt to determine how the superseded data were derived.
 OX0789
 OX0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2712990338(NAD 83)
 OX0789_MARKER: DS = TRIANGULATION STATION DISK
 OX0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0789
 OX0789  HISTORY     - Date     Condition        Report By
 OX0789  HISTORY     - 1946     MONUMENTED       CGS
 OX0789  HISTORY     - 1980     GOOD             LOCSUR
 OX0789
 OX0789                          STATION DESCRIPTION
 OX0789
 OX0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0789'THE STATION IS LOCATED ABOUT 100 YARDS EAST OF THE HIGHEST
 OX0789'POINT AND AT THE SOUTH END OF A SAGE BRUSH COVERED RIDGE
 OX0789'WHICH IS WOODED ON THE SIDES, IT IS 1-1/2 MILES, AIRLINE,
 OX0789'SOUTH BY WEST OF THE UNIVERSITY OF MICHIGAN SUMMER SCHOOL
 OX0789'ENGINEERS CAMP, AND 16 MILES, AIRLINE, SOUTH-SOUTHEAST OF
 OX0789'JACKSON.
 OX0789'
 OX0789'THE STATION MARK IS A STANDARD DISC SET IN THE TOP OF A 12
 OX0789'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 OX0789'THE GROUND.  IT IS STAMPED ANN 1946
 OX0789'
 OX0789'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0789'HOLE IN A BOULDER THAT IS 15 INCHES LONG AND 12 INCHES WIDE.
 OX0789'ITS UPPER SURFACE IS TILTED AT A 30 DEG ANGLE.  IT IS 7-1/2
 OX0789'FEET LOWER THAN THE STATION MARK AND IS STAMPED ANN NO 1 1946.
 OX0789'
 OX0789'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN CONCRETE IN A
 OX0789'DEPRESSION IN BEDROCK.  IT IS 2 FEET LOWER THAN THE STATION
 OX0789'MARK AND IS STAMPED ANN NO 2 1946.
 OX0789'
 OX0789'STATION DAVIS MAY BE USED FOR AN AZIMUTH MARK.
 OX0789'
 OX0789'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE PARK IN
 OX0789'JACKSON GO WEST AND SOUTH ON U.S. HIGHWAYS 187 AND 189 FOR
 OX0789'14 MILES TO THE JUNCTION WITH U.S. HIGHWAY NO. 89.  KEEP
 OX0789'LEFT FORK ON U.S. HIGHWAY 187 FOR 4.35 MILES TO THE ENTRANCE
 OX0789'TO CAMP DAVIS (UNIVERSITY OF MICHIGAN SUMMER SCHOOL ENGINEERS
 OX0789'CAMP).  TURN RIGHT THROUGH ENTRANCE GATE AND GO 0.65 MILE TO
 OX0789'FORKS.  TAKE THE RIGHT FORK AND GO 0.25 MILE TO A CATTLE GUARD.
 OX0789'TURN RIGHT AFTER CROSSING CATTLE GUARD AND GO 0.35 MILES TO A
 OX0789'POLE GATE.  PASS THROUGH GATE AND CONTINUE 0.3 MILE TO FORKS
 OX0789'JUST SOUTH OF A RANCH HOUSE.  TAKE LEFT FORK FOR 0.3 MILE TO
 OX0789'A WIRE GATE IN A POLE FENCE.  FOUR WHEEL DRIVE WITH CHAINS
 OX0789'IS NECESSARY FROM HERE.  PASS THROUGH THE GATE AND TURN
 OX0789'SHARP LEFT UP HILL ALONG WEST SIDE OF POLE FENCE AND GO
 OX0789'0.3 MILE TO TOP OF RIDGE TO AN ASPEN TREE WITH A BOARD
 OX0789'NAILED ON IT.  TURN RIGHT ACROSS A DRAW TO TOP OF SAGE
 OX0789'BRUSH-COVERED RIDGE THENCE LEFT, SOUTHERLY ALONG THE TOP FOR
 OX0789'0.7 MILE TO A POINT WHERE A TRAIL LEADS TO THE RIGHT THROUGH A
 OX0789'GROUP OF TREES.  TURN RIGHT AND FOLLOW THE TRAIL TO THE TOP OF
 OX0789'ANOTHER BARE RIDGE THENCE LEFT ALONG THE RIDGE FOR 1.3
 OX0789'MILES TO THE TOP OF HILL AND STATION.
 OX0789
 OX0789                          STATION RECOVERY (1980)
 OX0789
 OX0789'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (PNS)
 OX0789'ANN STATION MARK 1946 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0508 ***********************************************************************
 PX0508  DESIGNATION -  ANT
 PX0508  PID         -  PX0508
 PX0508  STATE/COUNTY-  WY/WASHAKIE
 PX0508  USGS QUAD   -  SCHUSTER FLATS (1978)
 PX0508
 PX0508                         *CURRENT SURVEY CONTROL
 PX0508  ___________________________________________________________________
 PX0508* NAD 83(1993)-  44 02 07.73188(N)    108 13 10.74248(W)     ADJUSTED  
 PX0508* NAVD 88     -      1447.34   (+/-2cm)    4748.5    (feet)  VERTCON   
 PX0508  ___________________________________________________________________
 PX0508  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 PX0508  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 PX0508
 PX0508  HORZ ORDER  -  THIRD
 PX0508  VERT ORDER  -  THIRD ? (See Below)
 PX0508
 PX0508.The horizontal coordinates were established by classical geodetic methods
 PX0508.and adjusted by the National Geodetic Survey in January 1997..
 PX0508
 PX0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0508.The vertical order pertains to the NGVD 29 superseded value.
 PX0508
 PX0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0508
 PX0508.The geoid height was determined by GEOID03.
 PX0508
 PX0508;                    North         East     Units Scale Factor Converg.
 PX0508;SPC WYEC     -   493,073.426   328,958.577   MT  0.99999955   -0 36 58.0
 PX0508;UTM  12      - 4,879,572.476   722,782.219   MT  1.00021047   +1 56 00.3
 PX0508
 PX0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0508!SPC WYEC     -   0.99977521  x   0.99999955  =   0.99977476
 PX0508!UTM  12      -   0.99977521  x   1.00021047  =   0.99998563
 PX0508
 PX0508:                Primary Azimuth Mark                     Grid Az
 PX0508:SPC WYEC     -  GOOSEBERRY                               183 33 26.1
 PX0508:UTM  12      -  GOOSEBERRY                               181 00 27.8
 PX0508
 PX0508|---------------------------------------------------------------------|
 PX0508| PID    Reference Object                     Distance      Geod. Az  |
 PX0508|                                                           dddmmss.s |
 PX0508| OW0410 GOOSEBERRY                          APPROX. 7.4 KM 1825628.1 |
 PX0508|---------------------------------------------------------------------|
 PX0508
 PX0508                          SUPERSEDED SURVEY CONTROL
 PX0508
 PX0508  NAD 83(1986)-  44 02 07.72587(N)    108 13 10.73793(W) AD(       ) 3
 PX0508  NGVD 29 (11/06/89) 1446.48   (m)         4745.7    (f) LEVELING    3  
 PX0508
 PX0508.Superseded values are not recommended for survey control.
 PX0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0508.See file dsdata.txt to determine how the superseded data were derived.
 PX0508
 PX0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2278279572(NAD 83)
 PX0508_MARKER: DS = TRIANGULATION STATION DISK
 PX0508_SETTING: 0 = UNSPECIFIED SETTING
 PX0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0508
 PX0508  HISTORY     - Date     Condition        Report By
 PX0508  HISTORY     - 1948     MONUMENTED       USGS
 PX0508
 PX0508                          STATION DESCRIPTION
 PX0508
 PX0508'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0508'STATION LOCATED IN NW. 1/4 SEC. 23, T 47 N, R 95 W, ABOUT 13.0 MI. W.
 PX0508'OF WORLAND, ABOUT 3.5 MI. N. OF GOOSEBERRY CREEK, ON THE W. EDGE AND
 PX0508'HIGH POINT OF ROLLING RIDGE.
 PX0508'
 PX0508'TO REACH FROM WORLAND, FROM POST OFFICE, GO S. ON U.S. HIGHWAY 20 9.5
 PX0508'MI. (ABOUT 0.5 MI. N. OF NIEBER) TO A SIDE RD., TURN RIGHT ON MACADAM
 PX0508'ROAD AND GO W. 10.9 MI. TO A SIDE RD. BY STOCK PENS, TURN RIGHT ON DIM
 PX0508'AND GO N. 0.6 MI. TO A CROSSROAD, CONTINUE STRAIGHT AHEAD TO TELEPHONE
 PX0508'LINE, CONTINUE N. 1.4 MI. AND TURN LEFT AND GO W. 0.1 MI. TO STATION.
 PX0508'(JEEP MILEAGE)
 PX0508'
 PX0508'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT AND STAMPED
 PX0508'---ANT 1948---.
 PX0508'
 PX0508'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---ANT NO. 1
 PX0508'1948---, SET IN CONCRETE MONUMENT, 29.80 FT. FROM STATION MARK IN
 PX0508'TRUE AZIMUTH 119 DEGREES 35 MINUTES 31 SECONDS.
 PX0508'
 PX0508'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---ANT NO. 2
 PX0508'1948---, SET IN CONCRETE MONUMENT, 42.40 FT. FROM STATION MARK IN
 PX0508'TRUE AZIMUTH 202 DEGREES 54 MINUTES 10 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0522 ***********************************************************************
 PW0522  DESIGNATION -  ANT TEMP PT
 PW0522  PID         -  PW0522
 PW0522  STATE/COUNTY-  WY/JOHNSON
 PW0522  USGS QUAD   -  LAKE ANGELINE (1993)
 PW0522
 PW0522                         *CURRENT SURVEY CONTROL
 PW0522  ___________________________________________________________________
 PW0522* NAD 83(1993)-  44 22 26.04246(N)    107 03 13.20850(W)     ADJUSTED  
 PW0522* NAVD 88     -      3345.4    (meters)   10976.     (feet)  VERTCON   
 PW0522  ___________________________________________________________________
 PW0522  LAPLACE CORR-         -26.82  (seconds)                    DEFLEC99
 PW0522  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 PW0522
 PW0522  HORZ ORDER  -  THIRD
 PW0522
 PW0522.The horizontal coordinates were established by classical geodetic methods
 PW0522.and adjusted by the National Geodetic Survey in January 1997..
 PW0522
 PW0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0522
 PW0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0522
 PW0522.The geoid height was determined by GEOID03.
 PW0522
 PW0522;                    North         East     Units Scale Factor Converg.
 PW0522;SPC WYEC     -   530,331.072   422,288.073   MT  0.99994361   +0 11 44.1
 PW0522;UTM  13      - 4,915,453.602   336,385.619   MT  0.99992922   -1 26 11.5
 PW0522
 PW0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0522!SPC WYEC     -   0.99947711  x   0.99994361  =   0.99942075
 PW0522!UTM  13      -   0.99947711  x   0.99992922  =   0.99940637
 PW0522
 PW0522:                Primary Azimuth Mark                     Grid Az
 PW0522:SPC WYEC     -  T P BLUFF                                067 56 50.3
 PW0522:UTM  13      -  T P BLUFF                                069 34 45.9
 PW0522
 PW0522|---------------------------------------------------------------------|
 PW0522| PID    Reference Object                     Distance      Geod. Az  |
 PW0522|                                                           dddmmss.s |
 PW0522| PW0464 T P BLUFF                           APPROX.12.1 KM 0680834.4 |
 PW0522|---------------------------------------------------------------------|
 PW0522
 PW0522                          SUPERSEDED SURVEY CONTROL
 PW0522
 PW0522  NAD 83(1986)-  44 22 26.02546(N)    107 03 13.19624(W) AD(       ) 3
 PW0522  NAD 27      -  44 22 26.14820(N)    107 03 10.97771(W) AD(       ) 3
 PW0522  NGVD 29 (07/19/86) 3344.3    (m)        10972.     (f) VERT ANG       
 PW0522
 PW0522.Superseded values are not recommended for survey control.
 PW0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0522.See file dsdata.txt to determine how the superseded data were derived.
 PW0522
 PW0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3638615454(NAD 83)
 PW0522_MARKER: W = UNMONUMENTED
 PW0522_SETTING: 0 = UNSPECIFIED SETTING
 PW0522
 PW0522  HISTORY     - Date     Condition        Report By
 PW0522  HISTORY     - 1966     MONUMENTED       USGS
 PW0522
 PW0522                          STATION DESCRIPTION
 PW0522
 PW0522'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PW0522'STATION MARK NEVER ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0364 ***********************************************************************
 NR0364  DESIGNATION -  ANTELOPE
 NR0364  PID         -  NR0364
 NR0364  STATE/COUNTY-  WY/CARBON
 NR0364  USGS QUAD   -  MOSS AGATE RESERVOIR (1984)
 NR0364
 NR0364                         *CURRENT SURVEY CONTROL
 NR0364  ___________________________________________________________________
 NR0364* NAD 83(1993)-  42 21 52.33646(N)    106 12 45.43912(W)     ADJUSTED  
 NR0364* NAVD 88     -      2211.1    (meters)    7254.     (feet)  VERTCON   
 NR0364  ___________________________________________________________________
 NR0364  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 NR0364  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 NR0364
 NR0364  HORZ ORDER  -  SECOND
 NR0364
 NR0364.The horizontal coordinates were established by classical geodetic methods
 NR0364.and adjusted by the National Geodetic Survey in January 1997..
 NR0364
 NR0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0364
 NR0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0364
 NR0364.The geoid height was determined by GEOID03.
 NR0364
 NR0364;                    North         East     Units Scale Factor Converg.
 NR0364;SPC WYEC     -   307,675.316   492,314.737   MT  1.00004232   +0 45 18.9
 NR0364;SPC WY E     -   207,596.850   113,843.101   MT  1.00002880   -0 42 17.5
 NR0364;UTM  13      - 4,690,963.813   400,148.054   MT  0.99972267   -0 49 01.9
 NR0364
 NR0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0364!SPC WYEC     -   0.99965523  x   1.00004232  =   0.99969753
 NR0364!SPC WY E     -   0.99965523  x   1.00002880  =   0.99968402
 NR0364!UTM  13      -   0.99965523  x   0.99972267  =   0.99937800
 NR0364
 NR0364:                Primary Azimuth Mark                     Grid Az
 NR0364:SPC WYEC     -  ANTELOPE AZ MK                           034 28 34.8
 NR0364:SPC WY E     -  ANTELOPE AZ MK                           035 56 11.2
 NR0364:UTM  13      -  ANTELOPE AZ MK                           036 02 55.6
 NR0364
 NR0364|---------------------------------------------------------------------|
 NR0364| PID    Reference Object                     Distance      Geod. Az  |
 NR0364|                                                           dddmmss.s |
 NR0364| CP5268 ANTELOPE AZ MK                                     0351353.7 |
 NR0364| CP5269 ANTELOPE RM 1                        10.175 METERS 06506     |
 NR0364| CP5270 ANTELOPE RM 2                        10.794 METERS 33016     |
 NR0364|---------------------------------------------------------------------|
 NR0364
 NR0364                          SUPERSEDED SURVEY CONTROL
 NR0364
 NR0364  NAD 83(1986)-  42 21 52.32376(N)    106 12 45.42514(W) AD(       ) 2
 NR0364  NAD 27      -  42 21 52.45100(N)    106 12 43.36100(W) AD(       ) 2
 NR0364  NGVD 29 (07/19/86) 2210.0    (m)         7251.     (f) VERT ANG       
 NR0364
 NR0364.Superseded values are not recommended for survey control.
 NR0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0364.See file dsdata.txt to determine how the superseded data were derived.
 NR0364
 NR0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG0014890964(NAD 83)
 NR0364_MARKER: DS = TRIANGULATION STATION DISK
 NR0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0364
 NR0364  HISTORY     - Date     Condition        Report By
 NR0364  HISTORY     - 1948     MONUMENTED       CGS
 NR0364  HISTORY     - 1960     GOOD             LOCENG
 NR0364
 NR0364                          STATION DESCRIPTION
 NR0364
 NR0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0364'THE STATION IS LOCATED ABOUT 34 MILES AIRLINE SOUTH-SOUTHEAST
 NR0364'OF CASPER AND ABOUT 8.5 MILES AIRLINE SOUTH OF THE BATES CREEK
 NR0364'RESERVOIR, ON A LOW, GRASSY BENCH.  THE STATION MARK PROJECTS
 NR0364'6 INCHES, IS SET ON THE MOST SOUTHERN TIP OF BENCH 4 FEET
 NR0364'NORTHWEST OF A WHITE WITNESS POST.  IT IS STAMPED, ANTELOPE 1948.
 NR0364'
 NR0364'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, IS THE SAME ELEVATION
 NR0364'AS THE STATION MARK AND IS STAMPED, ANTELOPE NO 1 1948.
 NR0364'
 NR0364'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS 1 FOOT LOWER THAN
 NR0364'THE STATION MARK AND IS STAMPED, ANTELOPE NO 2 1948.
 NR0364'
 NR0364'THE AZIMUTH MARK PROJECTS 4 INCHES, IS 0.1 MILE WEST OF A
 NR0364'CORRAL, 75 FEET NORTH OF A ROAD, 3 FEET EAST OF A WHITE
 NR0364'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  IT IS STAMPED,
 NR0364'ANTELOPE 1948.
 NR0364'
 NR0364'TO REACH THE STATION FROM CASPER.  GO SOUTH-SOUTHWEST ON STATE
 NR0364'HIGHWAY 220, 19.3 MILES TO A GRAVEL ROAD LEFT, WHICH LEADS
 NR0364'TO MEDICINE BOW.  TURN LEFT, FOLLOW GRADED ROAD 31.1 MILES
 NR0364'TO NATRONA-CARBON COUNTY LINE AT A CATTLE GUARD AND SIGN,
 NR0364'MEDICINE BOW 50 MILES.  CROSS CATTLE GUARD, TURN RIGHT, FOLLOW
 NR0364'MAIN ROAD 3.3 MILES TO AZIMUTH MARK ON LEFT.  CONTINUE 0.1
 NR0364'MILE TO A ROAD RIGHT SOUTH OF CORRAL.  TURN RIGHT, GO 0.8
 NR0364'MILE TO A GATE.  PASS THROUGH GATE TO THE INTERSECTION OF 5
 NR0364'ROADS.  TURN RIGHT ON THE SECOND ROAD FROM THE RIGHT, GO
 NR0364'1.2 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD 100 FEET
 NR0364'TO A ROAD RIGHT.  TURN RIGHT, GO UP GRADE 0.5 MILE TO
 NR0364'STATION.  A DRIVE STATION.
 NR0364
 NR0364                          STATION RECOVERY (1960)
 NR0364
 NR0364'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 NR0364'STATION RECOVERED BY R.J. SMITH AND ASSOC.
 NR0364'
 NR0364'STATION, REFERENCE AND AZIMUTH MARKS WERE FOUND IN EXCELLENT
 NR0364'CONDITION AS DESCRIBED.  SAINLY RIDGE ROAD WHICH IS A NEW COUNTY
 NR0364'ROAD INTO SAINLY BASIN RUNS E-W ABOUT 0.1 MILE NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0621 ***********************************************************************
 NT0621  DESIGNATION -  ANTELOPE
 NT0621  PID         -  NT0621
 NT0621  STATE/COUNTY-  WY/SUBLETTE
 NT0621  USGS QUAD   -  MILLESON DRAW (1969)
 NT0621
 NT0621                         *CURRENT SURVEY CONTROL
 NT0621  ___________________________________________________________________
 NT0621* NAD 83(1993)-  42 26 09.63821(N)    110 02 51.13797(W)     ADJUSTED  
 NT0621* NAVD 88     -      2234.     (meters)    7329.     (feet)  SCALED    
 NT0621  ___________________________________________________________________
 NT0621  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 NT0621  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NT0621
 NT0621  HORZ ORDER  -  THIRD
 NT0621
 NT0621.The horizontal coordinates were established by classical geodetic methods
 NT0621.and adjusted by the National Geodetic Survey in January 1997..
 NT0621
 NT0621.The orthometric height was scaled from a topographic map.
 NT0621
 NT0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0621
 NT0621.The geoid height was determined by GEOID03.
 NT0621
 NT0621;                    North         East     Units Scale Factor Converg.
 NT0621;SPC WY W     -   315,006.288   802,945.129   MT  0.99993761   +0 01 27.0
 NT0621;UTM  12      - 4,698,627.223   578,340.170   MT  0.99967551   +0 38 33.8
 NT0621
 NT0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0621!SPC WY W     -   0.99965176  x   0.99993761  =   0.99958939
 NT0621!UTM  12      -   0.99965176  x   0.99967551  =   0.99932738
 NT0621
 NT0621:                Primary Azimuth Mark                     Grid Az
 NT0621:SPC WY W     -  WHELAN                                   201 52 02.5
 NT0621:UTM  12      -  WHELAN                                   201 14 55.7
 NT0621
 NT0621|---------------------------------------------------------------------|
 NT0621| PID    Reference Object                     Distance      Geod. Az  |
 NT0621|                                                           dddmmss.s |
 NT0621| NT0623 WHELAN                              APPROX.20.2 KM 2015329.5 |
 NT0621|---------------------------------------------------------------------|
 NT0621
 NT0621                          SUPERSEDED SURVEY CONTROL
 NT0621
 NT0621  NAD 83(1993)-  42 26 09.63516(N)    110 02 51.13612(W) AD(       ) 3
 NT0621  NAD 83(1986)-  42 26 09.61999(N)    110 02 51.13989(W) AD(       ) 3
 NT0621  NAD 27      -  42 26 09.83221(N)    110 02 48.57403(W) AD(       ) 3
 NT0621
 NT0621.Superseded values are not recommended for survey control.
 NT0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0621.See file dsdata.txt to determine how the superseded data were derived.
 NT0621
 NT0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM7834098627(NAD 83)
 NT0621_MARKER: DD = SURVEY DISK
 NT0621_SETTING: 80 = SET IN A BOULDER
 NT0621_SP_SET: PARTIALLY EXPOSED BOULDER
 NT0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0621+STABILITY: SURFACE MOTION
 NT0621
 NT0621  HISTORY     - Date     Condition        Report By
 NT0621  HISTORY     - 1934     MONUMENTED       USGS
 NT0621
 NT0621                          STATION DESCRIPTION
 NT0621
 NT0621'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 NT0621'LOCATED ABOUT 8 MI. SE. OF BIG PINEY, ON TOP OF LARGE, WHITE, FLAT,
 NT0621'BENCH 2.5 MI. E. OF GREEN RIVER.
 NT0621'
 NT0621'TO REACH STATION FROM BIG PINEY, TAKE RD. LEADING TO DAVE JOHNSONS
 NT0621'RANCH, WHICH IS 11.6 MI. SE. OF BIG PINEY ON THE E. BANK OF GREEN
 NT0621'RIVER.  FROM HERE TAKE DIM RD. 2.5 MI. CROSSING MILLESON DRAW TO RD.
 NT0621'FORK, THENCE TAKE RIGHT-HAND RD. FOR 0.3 MI. TO RD. FORK, THENCE
 NT0621'TAKE LEFT-HAND RD. UP RIDGE.  CAR CANNOT BE DRIVEN VERY FAR UP
 NT0621'RIDGE AND STATION LIES ON RIDGE TO S.
 NT0621'
 NT0621'STATION MARK--STANDARD TABLET, CEMENTED IN BOULDER BURIED FLUSH WITH
 NT0621'GROUND SURFACE, AND STAMPED ---ANTELOPE - 1934---.
 NT0621'
 NT0621'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 NT0621'BOULDER 28.82 FT. FROM STATION MARK, S 46 DEG 28 MIN E.
 NT0621'
 NT0621'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 NT0621'BOULDER 30.15 FT. FROM STATION MARK, S 36 DEG 29 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0350 ***********************************************************************
 OV0350  DESIGNATION -  ANTELOPE
 OV0350  PID         -  OV0350
 OV0350  STATE/COUNTY-  WY/NATRONA
 OV0350  USGS QUAD   -  MC KENZIE FLAT (1984)
 OV0350
 OV0350                         *CURRENT SURVEY CONTROL
 OV0350  ___________________________________________________________________
 OV0350* NAD 83(1993)-  43 01 24.34338(N)    106 07 59.10261(W)     ADJUSTED  
 OV0350* NAVD 88     -      1792.2    (meters)    5880.     (feet)  VERTCON   
 OV0350  ___________________________________________________________________
 OV0350  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 OV0350  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 OV0350
 OV0350  HORZ ORDER  -  SECOND
 OV0350
 OV0350.The horizontal coordinates were established by classical geodetic methods
 OV0350.and adjusted by the National Geodetic Survey in January 1997..
 OV0350
 OV0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0350
 OV0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0350
 OV0350.The geoid height was determined by GEOID03.
 OV0350
 OV0350;                    North         East     Units Scale Factor Converg.
 OV0350;SPC WYEC     -   380,955.551   497,826.686   MT  1.00005519   +0 49 08.4
 OV0350;UTM  13      - 4,764,039.414   407,678.858   MT  0.99970485   -0 46 23.4
 OV0350
 OV0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0350!SPC WYEC     -   0.99972117  x   1.00005519  =   0.99977634
 OV0350!UTM  13      -   0.99972117  x   0.99970485  =   0.99942610
 OV0350
 OV0350|---------------------------------------------------------------------|
 OV0350| PID    Reference Object                     Distance      Geod. Az  |
 OV0350|                                                           dddmmss.s |
 OV0350| CP5279 ANTELOPE RM 2                         9.716 METERS 04850     |
 OV0350| CP5277 ANTELOPE AZ MK                                     1774935.2 |
 OV0350| CP5280 ANTELOPE RM 3                        10.779 METERS 22519     |
 OV0350| CP5278 ANTELOPE RM 1                         8.973 METERS 31940     |
 OV0350|---------------------------------------------------------------------|
 OV0350
 OV0350                          SUPERSEDED SURVEY CONTROL
 OV0350
 OV0350  NAD 83(1986)-  43 01 24.32591(N)    106 07 59.08136(W) AD(       ) 2
 OV0350  NAD 27      -  43 01 24.44900(N)    106 07 57.02000(W) AD(       ) 2
 OV0350  NGVD 29 (09/08/93) 1791.3    (m)         5877.     (f) VERT ANG       
 OV0350
 OV0350.Superseded values are not recommended for survey control.
 OV0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0350.See file dsdata.txt to determine how the superseded data were derived.
 OV0350
 OV0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH0767964039(NAD 83)
 OV0350_MARKER: DS = TRIANGULATION STATION DISK
 OV0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0350
 OV0350  HISTORY     - Date     Condition        Report By
 OV0350  HISTORY     - 1947     MONUMENTED       USGS
 OV0350  HISTORY     - 1948     GOOD             USGS
 OV0350
 OV0350                          STATION DESCRIPTION
 OV0350
 OV0350'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OV0350'STATION MARK--STANDARD USGS TABLET STAMPED---ANTELOPE 1947---, AND
 OV0350'SET IN TOP OF A CONCRETE MONUMENT 3 IN. ABOVE GROUND.
 OV0350
 OV0350                          STATION RECOVERY (1948)
 OV0350
 OV0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (DHK)
 OV0350'STATION LOCATED ON SUMMIT OF MOST PROMINENT, GRASSY, SANDY
 OV0350'HILL ON RIDGE BETWEEN SPRING CREEK AND COLE CREEK, ON COOPER
 OV0350'RANCH LAND, ABOUT 18 MILES AIRLINE NORTHWEST OF GLENROCK,
 OV0350'15 MILES AIRLINE NORTHEAST OF CASPER, 5 FEET NORTH OF WHITE
 OV0350'WITNESS POST.  STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH
 OV0350'MARK SET IN AN 8 INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES,
 OV0350'AND STAMPED, ANTELOPE 1947.
 OV0350'
 OV0350'REFERENCE MARK NO. 1 IS A USGS REFERENCE MARK SET IN AN 8 INCH
 OV0350'SQUARE CONCRETE POST, ABOUT THE SAME ELEVATION AS STATION,
 OV0350'PROJECTS 4 INCHES, AND STAMPED, ANTELOPE NO 1 1947.
 OV0350'
 OV0350'REFERENCE MARK NO. 2 IS A USGS REFERENCE MARK SET IN AN 8
 OV0350'INCH SQUARE CONCRETE POST, ABOUT THE SAME ELEVATION AS STATION,
 OV0350'PROJECTS 4 INCHES, AND STAMPED, ANTELOPE NO 2 1947.
 OV0350'
 OV0350'REFERENCE MARK NO. 3 IS ABOUT THE SAME ELEVATION AS STATION,
 OV0350'PROJECTS 6 INCHES, AND STAMPED, ANTELOPE NO 3 1948.
 OV0350'
 OV0350'AZIMUTH MARK IS LOCATED 11 PACES SOUTH OF CENTER LINE OF
 OV0350'EAST - WEST TRACK ROAD, 4 PACES WEST OF CENTER LINE OF
 OV0350'NORTH - SOUTH TRACK ROAD, 3 FEET NORTHEAST OF WHITE WITNESS
 OV0350'POST, PROJECTS 6 INCHES, AND STAMPED, ANTELOPE 1948.
 OV0350'
 OV0350'TO REACH FROM CAUTION LIGHT IN GLENROCK, GO WEST ON U.S. HIGHWAY
 OV0350'20 AND 87 FOR 18.9 MILES TO A GRADED ROAD RIGHT.  TURN RIGHT
 OV0350'ON GRADED ROAD AND GO 1.1 MILE TO BRIDGE OVER NORTH PLATTE
 OV0350'RIVER.  CONTINUE ON GRADED ROAD FOR 2.1 MILES TO FORK.
 OV0350'KEEP LEFT FORK, MAIN ROAD, AND GO 4.05 MILES TO A TRACK ROAD
 OV0350'ON RIGHT, JUST BEFORE REACHING TOP OF RIDGE.  CONTINUE ON
 OV0350'MAIN ROAD FOR 1.6 MILE TO FORK.  TAKE RIGHT FORK AND GO 2.35
 OV0350'MILES TO A SIDE ROAD LEFT.  TURN LEFT, CROSS CATTLE GUARD
 OV0350'AND GO 1.25 MILE TO FORK AND END OF GRADED ROAD AT ARMAGOST
 OV0350'RANCH BUILDINGS ON RIGHT.  TAKE LEFT FORK AND FOLLOW TRACK
 OV0350'ROAD FOR 0.45 MILE TO FORK AT WINDMILL.  TAKE RIGHT FORK
 OV0350'AND FOLLOW TRACK ROAD FOR 1.7 MILE TO CROSSROAD AND AZIMUTH
 OV0350'MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE STRAIGHT AHEAD
 OV0350'FOR 0.4 MILE TO WINDMILL.  THIS IS END OF TRUCK TRAVEL FOR
 OV0350'TWO WHEEL DRIVE VEHICLE, DUE TO SAND.  WITH A FOUR WHEEL
 OV0350'DRIVE VEHICLE CONTINUE ON DIM TRACK ROAD IN NORTH AND
 OV0350'NORTHWEST DIRECTION FOR 0.6 MILE TO GATE.  PASS THROUGH
 OV0350'AND GO 0.1 MILE NORTHWEST TO HIGHEST POINT AND STATION AS
 OV0350'DESCRIBED ABOVE.  A FOUR WHEEL DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0280 ***********************************************************************
 OW0280  DESIGNATION -  ANTELOPE
 OW0280  PID         -  OW0280
 OW0280  STATE/COUNTY-  WY/FREMONT
 OW0280  USGS QUAD   -  HARRIS BRIDGE (1958)
 OW0280
 OW0280                         *CURRENT SURVEY CONTROL
 OW0280  ___________________________________________________________________
 OW0280* NAD 83(1993)-  43 20 37.93141(N)    108 32 23.09515(W)     ADJUSTED  
 OW0280* NAVD 88     -      1635.32   (+/-2cm)    5365.2    (feet)  VERTCON   
 OW0280  ___________________________________________________________________
 OW0280  LAPLACE CORR-          -9.51  (seconds)                    DEFLEC99
 OW0280  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 OW0280
 OW0280  HORZ ORDER  -  THIRD
 OW0280  VERT ORDER  -  THIRD ? (See Below)
 OW0280
 OW0280.The horizontal coordinates were established by classical geodetic methods
 OW0280.and adjusted by the National Geodetic Survey in January 1997..
 OW0280
 OW0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0280.The vertical order pertains to the NGVD 29 superseded value.
 OW0280
 OW0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0280
 OW0280.The geoid height was determined by GEOID03.
 OW0280
 OW0280;                    North         East     Units Scale Factor Converg.
 OW0280;SPC WYWC     -   315,875.452   617,047.120   MT  0.99994107   +0 08 39.5
 OW0280;UTM  12      - 4,801,941.651   699,412.776   MT  1.00008918   +1 41 21.2
 OW0280
 OW0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0280!SPC WYWC     -   0.99974569  x   0.99994107  =   0.99968678
 OW0280!UTM  12      -   0.99974569  x   1.00008918  =   0.99983485
 OW0280
 OW0280:                Primary Azimuth Mark                     Grid Az
 OW0280:SPC WYWC     -  ANTELOPE AZ MK                           113 16 05.7
 OW0280:UTM  12      -  ANTELOPE AZ MK                           111 43 24.0
 OW0280
 OW0280|---------------------------------------------------------------------|
 OW0280| PID    Reference Object                     Distance      Geod. Az  |
 OW0280|                                                           dddmmss.s |
 OW0280| CP5265 ANTELOPE AZ MK                                     1132445.2 |
 OW0280| CP5266 ANTELOPE RM 1                        10.619 METERS 14924     |
 OW0280| CP5267 ANTELOPE RM 2                        11.762 METERS 24936     |
 OW0280|---------------------------------------------------------------------|
 OW0280
 OW0280                          SUPERSEDED SURVEY CONTROL
 OW0280
 OW0280  NAD 83(1986)-  43 20 37.92582(N)    108 32 23.11012(W) AD(       ) 3
 OW0280  NAD 27      -  43 20 38.07700(N)    108 32 20.70500(W) AD(       ) 3
 OW0280  NGVD 29 (07/19/86) 1634.32   (m)         5361.9    (f) LEVELING    3  
 OW0280
 OW0280.Superseded values are not recommended for survey control.
 OW0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0280.See file dsdata.txt to determine how the superseded data were derived.
 OW0280
 OW0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9941301942(NAD 83)
 OW0280_MARKER: DS = TRIANGULATION STATION DISK
 OW0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0280
 OW0280  HISTORY     - Date     Condition        Report By
 OW0280  HISTORY     - 1936     MONUMENTED       CGS
 OW0280  HISTORY     - 1948     GOOD             USGS
 OW0280
 OW0280                          STATION DESCRIPTION
 OW0280
 OW0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0280'ABOUT 23 MILES WEST NORTHWEST OF SHOSHONI, ABOUT 23 MILES AIR LINE
 OW0280'NORTH NORTHWEST OF RIVERTON, ABOUT 13 MILES SOUTH OF OWL CREEK
 OW0280'MOUNTAINS, ABOUT 10 MILES NORTHEAST OF PAVILLION, ABOUT 10 MILES
 OW0280'SOUTHEAST OF MERRIAM RANCH, 110 PACES SOUTH OF GRADED ROAD THAT
 OW0280'LEADS FROM SHOSHONI TO MERRIAM RANCH, 3 PACES SOUTH OF OLD
 OW0280'TRACK ROAD THAT IS NO LONGER USED, AND IN OPEN PRAIRIE WHICH
 OW0280'HAS NO TREES OR BRUSH.  TO REACH FROM JUNCTION OF U.S. HIGHWAYS
 OW0280'20 AND 320 IN SHOSHONI, FOLLOW HIGHWAY 320 WEST 4.4 MILES
 OW0280'TO ROAD TO RIGHT.  TURN RIGHT (WEST) ONTO THIS ROAD AND GO
 OW0280'0.3 MILE TO INTERSECTION WITH NORTH-SOUTH GRADED ROAD AT
 OW0280'WOODEN BRIDGE OVER BIG DRY OR MAVERICK CREEK.  TURN RIGHT
 OW0280'ACROSS CREEK AND FOLLOW MAIN GRADED ROAD NORTH 4.5 MILES TO
 OW0280'FORK.  TAKE LEFT FORK AND FOLLOW GRADED ROAD WEST 6.8 MILES TO
 OW0280'FORKS.  TAKE LEFT FORK AND FOLLOW MAIN GRADED ROAD WEST 5.5 MILES
 OW0280'TO FORKS.  KEEP TO LEFT FORK AND CONTINUE WEST ON MAIN
 OW0280'GRADED ROAD 5.8 MILES TO LOW RISE ON SOUTH SIDE OF ROAD AND
 OW0280'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 OW0280'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 OW0280'STANDARD DISKS IN CONCRETE.  NO.  1 IS 10.619 METERS
 OW0280'(34.84 FEET) SOUTHEAST OF STATION S 30 DEG 46 MIN E.
 OW0280'NO. 2 IS 11.762 METERS (38.59 FEET) SOUTHWEST S 69 DEG 36 MIN W.
 OW0280'AZIMUTH MARK IS ON ROAD FROM SHOSHONI TO STATION,
 OW0280'ON WEST END OF LOW MESA, ABOUT 75 YARDS NORTH OF OLD GRADED
 OW0280'ROAD, AND APPROXIMATELY 0.7 MILE EAST OF STATION
 OW0280'S 66 DEG 45 MIN E.
 OW0280
 OW0280                          STATION RECOVERY (1948)
 OW0280
 OW0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OW0280'RECOVERED BY USGS IN 1948.
 OW0280'
 OW0280'STATION MARK--STANDARD DISK IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0491 ***********************************************************************
 NQ0491  DESIGNATION -  ANTELOPE GAP FAA MICROWAVE MST
 NQ0491  PID         -  NQ0491
 NQ0491  STATE/COUNTY-  WY/PLATTE
 NQ0491  USGS QUAD   -  EAGLES NEST (1990)
 NQ0491
 NQ0491                         *CURRENT SURVEY CONTROL
 NQ0491  ___________________________________________________________________
 NQ0491* NAD 83(1993)-  42 01 48.44026(N)    104 44 37.46187(W)     ADJUSTED  
 NQ0491* NAVD 88     -                                                        
 NQ0491  ___________________________________________________________________
 NQ0491  LAPLACE CORR-          -9.52  (seconds)                    DEFLEC99
 NQ0491  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 NQ0491
 NQ0491  HORZ ORDER  -  THIRD
 NQ0491
 NQ0491.The horizontal coordinates were established by classical geodetic methods
 NQ0491.and adjusted by the National Geodetic Survey in January 1997..
 NQ0491
 NQ0491
 NQ0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0491
 NQ0491.The geoid height was determined by GEOID03.
 NQ0491
 NQ0491;                    North         East     Units Scale Factor Converg.
 NQ0491;SPC WY E     -   170,009.837   235,021.160   MT  0.99995259   +0 16 59.4
 NQ0491;UTM  13      - 4,653,152.438   521,212.888   MT  0.99960554   +0 10 17.7
 NQ0491
 NQ0491                          SUPERSEDED SURVEY CONTROL
 NQ0491
 NQ0491  NAD 83(1986)-  42 01 48.42040(N)    104 44 37.45519(W) AD(       ) 4
 NQ0491  NAD 27      -  42 01 48.53300(N)    104 44 35.57600(W) AD(       ) 3
 NQ0491
 NQ0491.Superseded values are not recommended for survey control.
 NQ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0491.See file dsdata.txt to determine how the superseded data were derived.
 NQ0491
 NQ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2121353152(NAD 83)
 NQ0491_MARKER: 44 = MICROWAVE MAST
 NQ0491
 NQ0491  HISTORY     - Date     Condition        Report By
 NQ0491  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0491
 NQ0491                          STATION DESCRIPTION
 NQ0491
 NQ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0491'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST AND 1-1/2
 NQ0491'MILES SOUTH OF WHEATLAND, 0.35 MILE EAST OF THE ANTELOPE
 NQ0491'GRANGE BUILDING, AND ON THE SOUTH SIDE OF THE ANTELOPE GAP ROAD.
 NQ0491'
 NQ0491'THE STATION IS A RED LIGHT ATOP THE STEEL, TRUSSWORK STRUCTURE.
 NQ0491'THE MAST IS ALTERNATELY PAINTED RED AND WHITE, IS SUPPORTED
 NQ0491'BY GUY-WIRES, HAS TWO REFLECTORS NEAR THE TOP, AND IS
 NQ0491'APPROXIMATELY 210 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0307 ***********************************************************************
 OW0307  DESIGNATION -  ANTLER
 OW0307  PID         -  OW0307
 OW0307  STATE/COUNTY-  WY/PARK
 OW0307  USGS QUAD   -  SOAPY DALE PEAK (1991)
 OW0307
 OW0307                         *CURRENT SURVEY CONTROL
 OW0307  ___________________________________________________________________
 OW0307* NAD 83(1993)-  43 59 32.13543(N)    108 58 48.13527(W)     ADJUSTED  
 OW0307* NAVD 88     -      2259.1    (meters)    7412.     (feet)  VERTCON   
 OW0307  ___________________________________________________________________
 OW0307  LAPLACE CORR-         -16.52  (seconds)                    DEFLEC99
 OW0307  GEOID HEIGHT-         -10.24  (meters)                     GEOID03
 OW0307
 OW0307  HORZ ORDER  -  THIRD
 OW0307
 OW0307.The horizontal coordinates were established by classical geodetic methods
 OW0307.and adjusted by the National Geodetic Survey in January 1997..
 OW0307
 OW0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0307
 OW0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0307
 OW0307.The geoid height was determined by GEOID03.
 OW0307
 OW0307;                    North         East     Units Scale Factor Converg.
 OW0307;SPC WYWC     -   387,915.075   581,548.315   MT  0.99994169   -0 09 35.2
 OW0307;UTM  12      - 4,872,996.651   661,970.978   MT  0.99992267   +1 24 11.8
 OW0307
 OW0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0307!SPC WYWC     -   0.99964749  x   0.99994169  =   0.99958920
 OW0307!UTM  12      -   0.99964749  x   0.99992267  =   0.99957019
 OW0307
 OW0307:                Primary Azimuth Mark                     Grid Az
 OW0307:SPC WYWC     -  WOOD                                     021 15 26.8
 OW0307:UTM  12      -  WOOD                                     019 41 39.8
 OW0307
 OW0307|---------------------------------------------------------------------|
 OW0307| PID    Reference Object                     Distance      Geod. Az  |
 OW0307|                                                           dddmmss.s |
 OW0307| PX0378 WOOD                                APPROX. 9.8 KM 0210551.6 |
 OW0307|---------------------------------------------------------------------|
 OW0307
 OW0307                          SUPERSEDED SURVEY CONTROL
 OW0307
 OW0307  NAD 83(1986)-  43 59 32.12559(N)    108 58 48.12726(W) AD(       ) 3
 OW0307  NAD 27      -  43 59 32.29715(N)    108 58 45.64062(W) AD(       ) 3
 OW0307  NGVD 29 (07/19/86) 2257.9    (m)         7408.     (f) VERT ANG       
 OW0307
 OW0307.Superseded values are not recommended for survey control.
 OW0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0307.See file dsdata.txt to determine how the superseded data were derived.
 OW0307
 OW0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6197172997(NAD 83)
 OW0307_MARKER: DD = SURVEY DISK
 OW0307_SETTING: 0 = UNSPECIFIED SETTING
 OW0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0307
 OW0307  HISTORY     - Date     Condition        Report By
 OW0307  HISTORY     - 1948     MONUMENTED       USGS
 OW0307
 OW0307                          STATION DESCRIPTION
 OW0307
 OW0307'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0307'STATION LOCATED ON HIGHEST POINT OF THE WESTERMOST OF THREE KNOLLS
 OW0307'EXTENDING W. FROM SHARP CLIFF IN SEC.33, T.47 N., R.101 W.,
 OW0307'
 OW0307'TO REACH FROM U.S. POST OFFICE IN MEETEETSE, GO SE. ON WYOMING STATE
 OW0307'HIGHWAY 120 TO END OF BLOCK THEN RIGHT IN A SOUTHWESTERLY DIRECTION ON
 OW0307'OILED RD. 6.9 MI. AND LEFT IN A SOUTHERLY DIRECTION ALONG THE WOOD
 OW0307'RIVER RD. 5.55 MI. TO THE CONTINENTAL OIL CO.- SUNSHINE BASIN RD. GO
 OW0307'LEFT ALONG BASIN RD. 1.1 MI. TO SWITCHBACK, THEN DUE S. ALONG VERY
 OW0307'FAINT TRAIL ACROSS COUNTRY 2.1 MI.TO SHARP RED CLIFF, THENCE SW. 0.45
 OW0307'MI. TO ROCKY HILLTOP AND STATION.
 OW0307'
 OW0307'STATION MARK - STANDARD TABLET SET IN ROCK STAMPED ---ANTLER 1948---.
 OW0307'
 OW0307'REFERENCE MARK NO.1 - STANDARD TABLET SET IN ROCK, STAMPED ---ANTLER
 OW0307'NO.1 1948--- 27.55 FT., N 59 DEG 38 MIN E, FROM
 OW0307'STATION.
 OW0307'
 OW0307'REFERENCE MARK NO.2 - STANDARD TABLET SET IN ROCK, STAMPED ---ANTLER
 OW0307'NO.2 1948--- 47.50 FT., S 07 DEG 49 MIN E, FROM
 OW0307'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0293 ***********************************************************************
 OW0293  DESIGNATION -  ANTS
 OW0293  PID         -  OW0293
 OW0293  STATE/COUNTY-  WY/FREMONT
 OW0293  USGS QUAD   -  LOOKOUT BUTTE (1951)
 OW0293
 OW0293                         *CURRENT SURVEY CONTROL
 OW0293  ___________________________________________________________________
 OW0293* NAD 83(1993)-  43 20 47.02762(N)    108 47 03.11855(W)     ADJUSTED  
 OW0293* NAVD 88     -      1826.86   (+/-2cm)    5993.6    (feet)  VERTCON   
 OW0293  ___________________________________________________________________
 OW0293  LAPLACE CORR-         -12.84  (seconds)                    DEFLEC99
 OW0293  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 OW0293
 OW0293  HORZ ORDER  -  THIRD
 OW0293  VERT ORDER  -  THIRD ? (See Below)
 OW0293
 OW0293.The horizontal coordinates were established by classical geodetic methods
 OW0293.and adjusted by the National Geodetic Survey in January 1997..
 OW0293
 OW0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0293.The vertical order pertains to the NGVD 29 superseded value.
 OW0293
 OW0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0293
 OW0293.The geoid height was determined by GEOID03.
 OW0293
 OW0293;                    North         East     Units Scale Factor Converg.
 OW0293;SPC WYWC     -   316,135.252   597,227.222   MT  0.99993759   -0 01 24.5
 OW0293;UTM  12      - 4,801,666.991   679,591.023   MT  0.99999676   +1 31 16.9
 OW0293
 OW0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0293!SPC WYWC     -   0.99971549  x   0.99993759  =   0.99965310
 OW0293!UTM  12      -   0.99971549  x   0.99999676  =   0.99971225
 OW0293
 OW0293:                Primary Azimuth Mark                     Grid Az
 OW0293:SPC WYWC     -  ANTS AZ MK                               090 31 02.4
 OW0293:UTM  12      -  ANTS AZ MK                               088 58 21.0
 OW0293
 OW0293|---------------------------------------------------------------------|
 OW0293| PID    Reference Object                     Distance      Geod. Az  |
 OW0293|                                                           dddmmss.s |
 OW0293| CP5281 ANTS AZ MK                                         0902937.9 |
 OW0293| CP5282 ANTS RM 1                             7.287 METERS 15130     |
 OW0293| CP5283 ANTS RM 2                             8.930 METERS 22450     |
 OW0293|---------------------------------------------------------------------|
 OW0293
 OW0293                          SUPERSEDED SURVEY CONTROL
 OW0293
 OW0293  NAD 83(1986)-  43 20 47.01614(N)    108 47 03.12257(W) AD(       ) 3
 OW0293  NAD 27      -  43 20 47.16900(N)    108 47 00.69000(W) AD(       ) 3
 OW0293  NGVD 29 (07/19/86) 1825.82   (m)         5990.2    (f) LEVELING    3  
 OW0293
 OW0293.Superseded values are not recommended for survey control.
 OW0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0293.See file dsdata.txt to determine how the superseded data were derived.
 OW0293
 OW0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7959101667(NAD 83)
 OW0293_MARKER: DS = TRIANGULATION STATION DISK
 OW0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0293
 OW0293  HISTORY     - Date     Condition        Report By
 OW0293  HISTORY     - 1936     MONUMENTED       CGS
 OW0293  HISTORY     - 1948     GOOD             USGS
 OW0293
 OW0293                          STATION DESCRIPTION
 OW0293
 OW0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0293'ABOUT 12 MILES NORTHEAST OF DIVERSION DAM, ABOUT 9 MILES NORTHWEST
 OW0293'OF PAVILLION, ABOUT 2 MILES SOUTH OF BARQUIN COAL MINE, AND ON
 OW0293'BARE GRAVEL HILL LYING ABOUT 1/4 MILE SOUTH OF PAVILLION-MAVERICK
 OW0293'SPRINGS ROAD.  TO REACH FROM END OF PAVEMENT AT TRANSFORMER
 OW0293'STATION IN PAVILLION, GO NORTH ON MAVERICK SPRINGS ROAD 6.2
 OW0293'MILES TO WHERE NEW GRADE TURNS RIGHT.  KEEP TO RIGHT FORK,
 OW0293'STRAIGHT AHEAD, AND GO 2.3 MILES TO BARQUIN MINE MAIL BOX AND ROAD
 OW0293'FORK.  TAKE LEFT FORK AND GO NORTHWEST 0.3 MILE TO NORTH BASE
 OW0293'OF HILL.  TURN LEFT OFF GRADED ROAD AND GO SOUTHWEST AROUND
 OW0293'BASE OF HILL TO SOUTHWEST SIDE.  TURN BACK TO LEFT AND GO UP
 OW0293'STEEP GRAVEL SLOPE TO TOP, DISTANCE 0.4 MILE FROM ROAD.
 OW0293'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 OW0293'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OW0293'DISKS IN CONCRETE.  NO. 1 IS 7.287 METERS (23.91
 OW0293'FEET) SOUTHEAST FROM STATION S 28 DEG 30 MIN E.
 OW0293'NO. 2 IS 8.930 METERS (29.30 FEET) SOUTHWEST S 44 DEG 50 MIN W.
 OW0293'AZIMUTH MARK IS AT ROAD FORKS, 0.4 MILE EAST
 OW0293'OF STATION S 89 DEG 30 MIN E.
 OW0293
 OW0293                          STATION RECOVERY (1948)
 OW0293
 OW0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OW0293'USGS DESCRIPTION FOLLOWS, 1948
 OW0293'
 OW0293'LOCATED ABOUT 12 MI. NE. OF DIVERSION DAM, ABOUT 10 MI. N. OF MORTON
 OW0293'POST OFFICE, ABOUT 8 MI. NW. OF PAVILLION, ABOUT 2 MI. S. OF BARQUIN
 OW0293'COAL MINE, ABOUT 1 MI. SW. OF FIVE MILE CREEK, ABOUT 0.25 MI. SW. OF
 OW0293'OLD MAVERICK SPRINGS ROAD, AND ON A BARE GRAVEL HILL.
 OW0293'
 OW0293'TO REACH FROM TRANSFORMER STATION AT CROSSROADS AND END OF PAVED RD.
 OW0293'IN PAVILLION, GO N. ON OLD MAVERICK SPRINGS ROAD (RD. FOLLOWS
 OW0293'TELEPHONE LINE) 6.0 MI. TO Y-RD. FORKS, TAKE LEFT FORK (LEAVING
 OW0293'TELEPHONE LINE) AND GO NW. 2.2 MI. ON GRADED RD. TO TRACK CROSSROADS
 OW0293'AND AZIMUTH MARK AT NW. EDGE OF INTERSECTION, TURN LEFT AND GO 0.3 MI.
 OW0293'NW. ON POOR TRACK RD. TO N. BASE OF STATION HILL, TURN LEFT OFF GRADED
 OW0293'RD. AND GO SW. AROUND BASE OF HILL TO SW. SIDE, TURN BACK TO LEFT AND
 OW0293'GO UP STEEP GRAVEL SLOPE TO TOP, A TOTAL DISTANCE OF 0.4 MI. FROM
 OW0293'TRACK RD.
 OW0293'
 OW0293'STATION MARK--STANDARD USC AND GS SURVEY DISK STAMPED---ANTS
 OW0293'1936--- AND SET IN CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE GROUND.
 OW0293'
 OW0293'REFERENCE MARKS--STANDARD USC AND GS DISKS SET IN CONCRETE MONUMENTS
 OW0293'PROJECTING 0.5 FT. ABOVE GROUND.
 OW0293'
 OW0293'REFERENCE MARK NO. 1--STAMPED---ANTS NO. 1 1936--- AND IS 23.91 FT.
 OW0293'SE. OF STATION, N 28 DEGREES 30 MINUTES, NW.
 OW0293'
 OW0293'REFERENCE MARK NO. 2--STAMPED---ANTS NO. 2 1936--- AND IS 29.30 FT.
 OW0293'SW. OF STATION, N 44 DEGREES 50 MINUTES, NE.
 OW0293'
 OW0293'AZIMUTH MARK--STANDARD USC AND GS DISK SET IN CONCRETE MONUMENT
 OW0293'PROJECTING 0.5 FT. ABOVE GROUND, STAMPED---ANTS 1936---.  MARK IS
 OW0293'AT CROSSROADS AND 0.4 MI. E. OF STATION, N 89 DEGREES
 OW0293'30 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1210 ***********************************************************************
 MO1210  DESIGNATION -  ANZAC
 MO1210  PID         -  MO1210
 MO1210  STATE/COUNTY-  WY/LARAMIE
 MO1210  USGS QUAD   -  SILVER CROWN (1978)
 MO1210
 MO1210                         *CURRENT SURVEY CONTROL
 MO1210  ___________________________________________________________________
 MO1210* NAD 83(1993)-  41 13 21.37827(N)    105 00 56.36400(W)     ADJUSTED  
 MO1210* NAVD 88     -      2050.     (meters)    6726.     (feet)  SCALED    
 MO1210  ___________________________________________________________________
 MO1210  LAPLACE CORR-         -14.24  (seconds)                    DEFLEC99
 MO1210  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 MO1210
 MO1210  HORZ ORDER  -  THIRD
 MO1210
 MO1210.The horizontal coordinates were established by classical geodetic methods
 MO1210.and adjusted by the National Geodetic Survey in January 1997..
 MO1210
 MO1210.The orthometric height was scaled from a topographic map.
 MO1210
 MO1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1210
 MO1210.The geoid height was determined by GEOID03.
 MO1210
 MO1210;                    North         East     Units Scale Factor Converg.
 MO1210;SPC WY E     -    80,252.163   212,661.623   MT  0.99993947   +0 05 58.2
 MO1210;UTM  13      - 4,563,468.934   498,687.690   MT  0.99960002   -0 00 37.1
 MO1210
 MO1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1210!SPC WY E     -   0.99968087  x   0.99993947  =   0.99962036
 MO1210!UTM  13      -   0.99968087  x   0.99960002  =   0.99928102
 MO1210
 MO1210:                Primary Azimuth Mark                     Grid Az
 MO1210:SPC WY E     -  FRANCIS                                  231 40 45.3
 MO1210:UTM  13      -  FRANCIS                                  231 47 20.6
 MO1210
 MO1210|---------------------------------------------------------------------|
 MO1210| PID    Reference Object                     Distance      Geod. Az  |
 MO1210|                                                           dddmmss.s |
 MO1210| MO1211 FRANCIS                             APPROX. 3.9 KM 2314643.5 |
 MO1210|---------------------------------------------------------------------|
 MO1210
 MO1210                          SUPERSEDED SURVEY CONTROL
 MO1210
 MO1210  NAD 83(1986)-  41 13 21.36225(N)    105 00 56.36133(W) AD(       ) 3
 MO1210  NAD 27      -  41 13 21.43430(N)    105 00 54.45831(W) AD(       ) 3
 MO1210
 MO1210.Superseded values are not recommended for survey control.
 MO1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1210.See file dsdata.txt to determine how the superseded data were derived.
 MO1210
 MO1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9868863469(NAD 83)
 MO1210_MARKER: DD = SURVEY DISK
 MO1210_SETTING: 0 = UNSPECIFIED SETTING
 MO1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1210
 MO1210  HISTORY     - Date     Condition        Report By
 MO1210  HISTORY     - 1947     MONUMENTED       USGS
 MO1210  HISTORY     - 1961     GOOD             USGS
 MO1210
 MO1210                          STATION DESCRIPTION
 MO1210
 MO1210'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1210'STATION IS LOCATED ON THE HIGH POINT OF A RIDGE, IN THE SW. 1/4 OF
 MO1210'SEC. 33, T 15 N, R 68 W.
 MO1210'
 MO1210'TO REACH FROM CHEYENNE POST OFFICE, GO 6.3 MI. N. ON U.S. HIGHWAYS 85
 MO1210'AND 87 TO A T-RD., TURN LEFT (W.) AND GO 8.0 MI. TO FORK, CONTINUE W.
 MO1210'1.3 MI. TO CATTLEGUARD, LEAVE RD. AND BEAR WNW. 0.8 MI. TO HIGH POINT
 MO1210'OF RIDGE AND STATION.
 MO1210
 MO1210                          STATION RECOVERY (1961)
 MO1210
 MO1210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JBF)
 MO1210'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED ---ANZAC
 MO1210'1947---.
 MO1210'
 MO1210'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---ANZAC NO.
 MO1210'1---, SET IN CONCRETE POST, 68.70 FT. WNW. OF STATION.
 MO1210'
 MO1210'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---ANZAC NO.
 MO1210'2---, SET IN CONCRETE POST, 75.88 FT. NNE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0386 ***********************************************************************
 OW0386  DESIGNATION -  ARAPAHOE
 OW0386  PID         -  OW0386
 OW0386  STATE/COUNTY-  WY/FREMONT
 OW0386  USGS QUAD   -  KATES BASIN (1952)
 OW0386
 OW0386                         *CURRENT SURVEY CONTROL
 OW0386  ___________________________________________________________________
 OW0386* NAD 83(1993)-  43 30 05.94704(N)    108 37 02.07841(W)     ADJUSTED  
 OW0386* NAVD 88     -      1961.6    (meters)    6436.     (feet)  VERTCON   
 OW0386  ___________________________________________________________________
 OW0386  LAPLACE CORR-          -8.25  (seconds)                    DEFLEC99
 OW0386  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 OW0386
 OW0386  HORZ ORDER  -  THIRD
 OW0386
 OW0386.The horizontal coordinates were established by classical geodetic methods
 OW0386.and adjusted by the National Geodetic Survey in January 1997..
 OW0386
 OW0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0386
 OW0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0386
 OW0386.The geoid height was determined by GEOID03.
 OW0386
 OW0386;                    North         East     Units Scale Factor Converg.
 OW0386;SPC WYWC     -   333,391.198   610,735.901   MT  0.99993892   +0 05 29.0
 OW0386;UTM  12      - 4,819,282.916   692,630.047   MT  1.00005645   +1 38 26.6
 OW0386
 OW0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0386!SPC WYWC     -   0.99969438  x   0.99993892  =   0.99963332
 OW0386!UTM  12      -   0.99969438  x   1.00005645  =   0.99975081
 OW0386
 OW0386:                Primary Azimuth Mark                     Grid Az
 OW0386:SPC WYWC     -  SEARS                                    093 50 50.5
 OW0386:UTM  12      -  SEARS                                    092 17 52.9
 OW0386
 OW0386|---------------------------------------------------------------------|
 OW0386| PID    Reference Object                     Distance      Geod. Az  |
 OW0386|                                                           dddmmss.s |
 OW0386| OW0277 SEARS                               APPROX. 8.7 KM 0935619.5 |
 OW0386|---------------------------------------------------------------------|
 OW0386
 OW0386                          SUPERSEDED SURVEY CONTROL
 OW0386
 OW0386  NAD 83(1986)-  43 30 05.93420(N)    108 37 02.08402(W) AD(       ) 3
 OW0386  NGVD 29 (11/06/89) 1960.5    (m)         6432.     (f) VERT ANG       
 OW0386
 OW0386.Superseded values are not recommended for survey control.
 OW0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0386.See file dsdata.txt to determine how the superseded data were derived.
 OW0386
 OW0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9263019283(NAD 83)
 OW0386_MARKER: DS = TRIANGULATION STATION DISK
 OW0386_SETTING: 0 = UNSPECIFIED SETTING
 OW0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0386
 OW0386  HISTORY     - Date     Condition        Report By
 OW0386  HISTORY     - 1948     MONUMENTED       USGS
 OW0386
 OW0386                          STATION DESCRIPTION
 OW0386
 OW0386'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0386'STATION LOCATED ABOUT 18 MI. NNE. OF PAVILLION, ABOUT 3.0 MI. NE. OF
 OW0386'ARAPAHOE RESERVOIR, ABOUT 0.4 MI. E. OF EAST FORK SHEEP CREEK, ON W.
 OW0386'END OF HIGHEST POINT OF LONG RIDGE RUNNING NW-SE., THE NW. END
 OW0386'TERMINATING AT SHEEP CREEK.  LOCATED IN NE. 1/4 SEC. 15, T 6 N, R 2 E,
 OW0386'NEAR SECTION LINE COMMON TO SECTIONS 14 AND 15.
 OW0386'
 OW0386'TO REACH FROM TRANSFORMER STATION AT END OF PAVEMENT AND CROSSROADS IN
 OW0386'PAVILLION, GO N. 6.0 MI. ON OLD MAVERICK SPRINGS ROAD TO --Y-- GRADED
 OW0386'FORKS, TAKE RIGHT FORK, GO N. 7.4 MI. (FOLLOW TELEPHONE LINE) TO
 OW0386'MERRIAN BRIDGE ACROSS BIG MUDDY CREEK, CROSS BRIDGE, CONTINUE NE. ON
 OW0386'GRADED RD. 0.6 MI. TO T-INTERSECTION, TURN LEFT, GO W. 0.1 MI. TO
 OW0386'T-INTERSECTION ON RIGHT.  INTERSECTION IS MARKED BY MAIL BOX ON
 OW0386'RIGHT, TURN RIGHT, GO 2.5 MI. N. ON GRADED RD. TO Y-FORKS, TURN
 OW0386'RIGHT, GO 0.3 MI. NE. TO ARAPAHOE RANCH HOUSE, CONTINUE NE. 0.5 MI.
 OW0386'CROSSING OVER ARAPAHOE DAM, CONTINUE E. ON TRACK RD. 1.4 MI. TO
 OW0386'T-INTERSECTION ON TOP OF RIDGE, TURN LEFT, TRAVEL GOOD TRACK RD.
 OW0386'0.7 MI. N. TO Y-RD. FORKS, TAKE RIGHT FORK, GO 0.2 MI. TO
 OW0386'Y-FORKS, TURN LEFT, FOLLOW TRACK RD. N. 1.2 MI. TO
 OW0386'T-INTERSECTION, TURN RIGHT, GO 0.4 MI. NE. TO LOG CABIN SITUATED
 OW0386'ABOUT 200 FT. ON SE. SIDE OF EAST FORK SHEEP CREEK.  CROSS CREEK AT
 OW0386'FORD JUST BELOW AND NE. OF HOUSE, CONTINUE ACROSS COUNTRY IN
 OW0386'NORTHEASTERLY DIRECTION 0.1 MI. TO TOE OF SLOPE WHICH IS END OF
 OW0386'TRUCK TRAVEL.  PACK 0.1 MI. TO TOP OF MODERATELY STEEP ROCKY TOP AND
 OW0386'STATION.
 OW0386'
 OW0386'RECOVERED BY USGS IN 1952.
 OW0386'
 OW0386'STATION MARK--STANDARD USGS TABLET SET IN MUD AGGREGATE ROCK AND
 OW0386'STAMPED---ARAPAHOE 1948---.
 OW0386'
 OW0386'REFERENCE MARK NO. 1--STANDARD USGS TABLET SET IN MUD AGGREGATE ROCK,
 OW0386'STAMPED---ARAPAHOE NO. 1 1948---, 29.50 FT. E. OF STATION IN TRUE
 OW0386'AZIMUTH 290 DEGREES 47 MINUTES 54 SECONDS.
 OW0386'
 OW0386'REFERENCE MARK NO. 2--STANDARD USGS TABLET SET IN MUD AGGREGATE ROCK,
 OW0386'STAMPED---ARAPAHOE NO. 2 1948---, 30.89 FT. FROM STATION IN TRUE
 OW0386'AZIMUTH 177 DEGREES 19 MINUTES 01 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0856 ***********************************************************************
 PY0856  FBN         -  This is a Federal Base Network Control Station.
 PY0856  DESIGNATION -  ARBEE
 PY0856  PID         -  PY0856
 PY0856  STATE/COUNTY-  WY/PARK
 PY0856  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0856
 PY0856                         *CURRENT SURVEY CONTROL
 PY0856  ___________________________________________________________________
 PY0856* NAD 83(1993)-  44 37 50.24782(N)    110 26 21.00081(W)     ADJUSTED  
 PY0856* NAVD 88     -      2362.967  (meters)    7752.50   (feet)  ADJUSTED  
 PY0856  ___________________________________________________________________
 PY0856  X           -  -1,588,288.394 (meters)                     COMP
 PY0856  Y           -  -4,261,859.233 (meters)                     COMP
 PY0856  Z           -   4,459,883.682 (meters)                     COMP
 PY0856  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 PY0856  ELLIP HEIGHT-        2354.30  (meters)          (02/28/01) GPS OBS
 PY0856  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY0856  DYNAMIC HT  -        2361.415 (meters)    7747.41  (feet)  COMP
 PY0856  MODELED GRAV-     979,875.8   (mgal)                       NAVD 88
 PY0856
 PY0856  HORZ ORDER  -  B
 PY0856  VERT ORDER  -  FIRST     CLASS II
 PY0856  ELLP ORDER  -  SECOND    CLASS I
 PY0856
 PY0856.The horizontal coordinates were established by GPS observations
 PY0856.and adjusted by the National Geodetic Survey in May 1992..
 PY0856
 PY0856.The orthometric height was determined by differential leveling
 PY0856.and adjusted by the National Geodetic Survey in June 1991..
 PY0856.WARNING-GPS observations at this control monument resulted in a GPS
 PY0856.derived orthometric height which differed from the leveled height by
 PY0856.more than one decimeter (0.1 meter).
 PY0856
 PY0856.Photographs are available for this station.
 PY0856
 PY0856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0856
 PY0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0856
 PY0856.The ellipsoidal height was determined by GPS observations
 PY0856.and is referenced to NAD 83.
 PY0856
 PY0856.The geoid height was determined by GEOID03.
 PY0856
 PY0856.The dynamic height is computed by dividing the NAVD 88
 PY0856.geopotential number by the normal gravity value computed on the
 PY0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0856.degrees latitude (g = 980.6199 gals.).
 PY0856
 PY0856.The modeled gravity was interpolated from observed gravity values.
 PY0856
 PY0856;                    North         East     Units Scale Factor Converg.
 PY0856;SPC WYWC     -   460,207.120   465,969.686   MT  1.00015834   -1 11 12.7
 PY0856;UTM  12      - 4,942,071.743   544,485.318   MT  0.99962434   +0 23 38.4
 PY0856
 PY0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0856!SPC WYWC     -   0.99963100  x   1.00015834  =   0.99978928
 PY0856!UTM  12      -   0.99963100  x   0.99962434  =   0.99925548
 PY0856
 PY0856                          SUPERSEDED SURVEY CONTROL
 PY0856
 PY0856  ELLIP H (05/15/92) 2354.47   (m)                       GP(       ) 4 2
 PY0856  NAD 83(1993)-  44 37 50.23845(N)    110 26 20.98480(W) AD(       ) 1
 PY0856  NAVD 88 (05/28/92) 2362.97   (m)         7752.5    (f) LEVELING    3  
 PY0856  NGVD 29 (08/20/92) 2361.584  (m)         7747.96   (f) ADJUSTED    1 2
 PY0856
 PY0856.Superseded values are not recommended for survey control.
 PY0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0856.See file dsdata.txt to determine how the superseded data were derived.
 PY0856
 PY0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4448542072(NAD 83)
 PY0856_MARKER: I = METAL ROD
 PY0856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0856_SP_SET: STAINLESS STEEL ROD
 PY0856_STAMPING: ARBEE 1987
 PY0856_MARK LOGO: NGS   
 PY0856_PROJECTION: FLUSH
 PY0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0856+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 PY0856_ROD/PIPE-DEPTH: 7.3  meters
 PY0856
 PY0856  HISTORY     - Date     Condition        Report By
 PY0856  HISTORY     - 1987     MONUMENTED       NGS
 PY0856  HISTORY     - 1987     GOOD             NGS
 PY0856  HISTORY     - 1988     GOOD             USGS
 PY0856  HISTORY     - 19990714 GOOD             NGS
 PY0856  HISTORY     - 20011002 GOOD             NGS
 PY0856
 PY0856                          STATION DESCRIPTION
 PY0856
 PY0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0856'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTH-SOUTHEAST OF
 PY0856'CANYON JUNCTION,
 PY0856'8.0 KM (5 MI) NORTH-NORTHWEST OF LAKE JUNCTION,
 PY0856'1.0 KM (0.6 MI) NORTH OF THE MUD VOLCANO PARKING AREA, ON A
 PY0856'SAGE-COVERED BENCH PROJECTING TOWARDS THE YELLOWSTONE RIVER.
 PY0856'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0856'
 PY0856'TO REACH THE STATION FROM LAKE JUNCTION IN YELLOWSTONE NATIONAL
 PY0856'PARK, GO NORTHERLY FOR 9.2 KM (5.7 MI) ON THE LAKE-CANYON ROAD TO
 PY0856'THE SOUTH ENTRANCE TO THE MUD VOLCANO PARKING AREA.  CONTINUE AHEAD
 PY0856'FOR 1.0 KM (0.65 MI) TO THE TURNOUT AND STATION ON THE RIGHT.
 PY0856'
 PY0856'THE STATION IS A PUNCH HOLE ON THE APPROXIMATE TOP CENTER OF A
 PY0856'STAINLESS STEEL ROD
 PY0856'THAT IS ---UNSTAMPED---,
 PY0856'DRIVEN TO A DEPTH OF 7.3 METERS, RECESSED 15 CM BELOW GROUND, ENCASED
 PY0856'IN A PVC PIPE WITH NGS LOGO FLANGE STAMPED---ARBEE 1987---, FLUSH
 PY0856'WITH GROUND.  LOCATED
 PY0856'34.9 METERS (114.5 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 PY0856'ROAD (SLOPE MEASUREMENT), ABOUT 3 METERS LOWER THAN THE
 PY0856'ROAD,
 PY0856'16.4 METERS (53.8 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF
 PY0856'A STONE BASE SUPPORTING GEOLOGY SIGNBOARD AND
 PY0856'20.2 METERS (66.3 FT) NORTH FROM A TRASH CAN SUPPORT POST.
 PY0856'
 PY0856'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0856'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0856'
 PY0856'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0856'
 PY0856'DESCRIBED BY G.R. HEID.
 PY0856
 PY0856                          STATION RECOVERY (1987)
 PY0856
 PY0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0856'10.2 KM (6.35 MI) NORTH FROM LAKE JUNCTION.
 PY0856'10.2 KM (6.35 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0856'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, 35.4 M (116.1
 PY0856'FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 20.0 M
 PY0856'(65.6 FT) NORTHEAST OF A SIGN (HAYDEN VALLEY GEOLOGY EXHIBIT).
 PY0856'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0856'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 PY0856
 PY0856                          STATION RECOVERY (1988)
 PY0856
 PY0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0856'RECOVERED IN GOOD CONDITION.
 PY0856
 PY0856                          STATION RECOVERY (1999)
 PY0856
 PY0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PY0856'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 PY0856'CONDITION NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 10.2
 PY0856'KM (6.35 MI) NORTHEAST OF FISHING BRIDGE JUNCTION ABOUT 0.56 KM (0.35
 PY0856'MI) NORTH OF A PULL-OVER AT SULPHUR CAULDRON IN A RANGE OF SAGE BRUSH
 PY0856'NORTH-NORTHEAST OF A DRIVE UP SIGN--HAYDEN VALLEY LAKEBED, AT A
 PY0856'TURNOUT-PARKING AREA AND ABOUT 2.0 M (6.6 FT) BELOW THE PARKING AREA.
 PY0856'OWNERSHIP--US NATIONAL PARK SERVICE.  TO REACH THE STATION FROM THE
 PY0856'JUNCTION OF CANYON VILLAGE/WEST THUMB HIGHWAY AND FISHING BRIDGE
 PY0856'JUNCTION , GO NORTH ON CANYON VILLAGE/WEST THUMB HIGHWAY FOR 9.73 KM
 PY0856'(6.05 MI) TO THE NORTH END OF THE STONE BLOCK RETAINING WALL ALONG THE
 PY0856'HIGHWAY AT SULPHUR CAULDRON, CONTINUE AHEAD, NORTH TO A PULL-OFF
 PY0856'PARKING AREA AND DRIVE UP/WALK UP SIGN--HAYDEN VALLEY LAKEBED AND THE
 PY0856'STATION ABOUT 17.07 M (56.00 FT) NORTH-NORTHEAST OF THE SIGN AND ABOUT
 PY0856'2.0 M (6.6 FT) BELOW THE PARKING AREA IN A RANGE OF SAGE BRUSH.  THE
 PY0856'STATION IS AN NGS 3D STATION, A PUNCH MARK ON THE TOP OF A STAINLESS
 PY0856'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 13 CM PVC PIPE WITH AN NGS
 PY0856'LOGO CAP SURROUNDED BY CONCRETE ABOUT FLUSH WITH THE GROUND.  LOCATED
 PY0856'35.36 M (116.01 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY (SLOPE
 PY0856'MEASUREMENT) , 20.12 M (66.01 FT) NORTH OF THE METAL POST SUPPORTING A
 PY0856'TRASH CONTAINER (SLOPE MEASUREMENT) , 16.31 M (53.51 FT)
 PY0856'NORTH-NORTHEAST OF THE SOUTHEAST METAL LEG OF THE SIGN (SLOPE
 PY0856'MEASUREMENT) AND 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 PY0856
 PY0856                          STATION RECOVERY (2001)
 PY0856
 PY0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 PY0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0791 ***********************************************************************
 OX0791  DESIGNATION -  ARBOR
 OX0791  PID         -  OX0791
 OX0791  STATE/COUNTY-  WY/TETON
 OX0791  USGS QUAD   -  CAMP DAVIS (1996)
 OX0791
 OX0791                         *CURRENT SURVEY CONTROL
 OX0791  ___________________________________________________________________
 OX0791* NAD 83(1993)-  43 19 39.03096(N)    110 41 38.15511(W)     ADJUSTED  
 OX0791* NAVD 88     -      2288.4    (meters)    7508.     (feet)  VERTCON   
 OX0791  ___________________________________________________________________
 OX0791  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 OX0791  GEOID HEIGHT-         -10.08  (meters)                     GEOID03
 OX0791
 OX0791  HORZ ORDER  -  SECOND
 OX0791
 OX0791.The horizontal coordinates were established by classical geodetic methods
 OX0791.and adjusted by the National Geodetic Survey in January 1997..
 OX0791
 OX0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0791
 OX0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0791
 OX0791.The geoid height was determined by GEOID03.
 OX0791
 OX0791;                    North         East     Units Scale Factor Converg.
 OX0791;SPC WY W     -   414,217.438   750,479.490   MT  0.99996765   -0 25 08.3
 OX0791;UTM  12      - 4,797,230.591   524,814.199   MT  0.99960757   +0 12 36.1
 OX0791
 OX0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0791!SPC WY W     -   0.99964285  x   0.99996765  =   0.99961051
 OX0791!UTM  12      -   0.99964285  x   0.99960757  =   0.99925056
 OX0791
 OX0791|---------------------------------------------------------------------|
 OX0791| PID    Reference Object                     Distance      Geod. Az  |
 OX0791|                                                           dddmmss.s |
 OX0791| CP5284 ARBOR RM 1                           26.944 METERS 03140     |
 OX0791| CP5285 ARBOR RM 2                           17.995 METERS 09122     |
 OX0791| OX0067 W 45                                APPROX. 4.9 KM 1405717.1 |
 OX0791|---------------------------------------------------------------------|
 OX0791
 OX0791                          SUPERSEDED SURVEY CONTROL
 OX0791
 OX0791  NAD 83(1993)-  43 19 39.02730(N)    110 41 38.15046(W) AD(       ) 2
 OX0791  NAD 83(1986)-  43 19 39.02014(N)    110 41 38.14280(W) AD(       ) 2
 OX0791  NAD 27      -  43 19 39.27700(N)    110 41 35.43300(W) AD(       ) 2
 OX0791  NGVD 29 (07/19/86) 2287.1    (m)         7504.     (f) VERT ANG       
 OX0791
 OX0791.Superseded values are not recommended for survey control.
 OX0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0791.See file dsdata.txt to determine how the superseded data were derived.
 OX0791
 OX0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2481497231(NAD 83)
 OX0791_MARKER: DS = TRIANGULATION STATION DISK
 OX0791_SETTING: 0 = UNSPECIFIED SETTING
 OX0791
 OX0791  HISTORY     - Date     Condition        Report By
 OX0791  HISTORY     - 1946     MONUMENTED       CGS
 OX0791  HISTORY     - 1965     GOOD             USGS
 OX0791
 OX0791                          STATION DESCRIPTION
 OX0791
 OX0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0791'THE STATION IS LOCATED ON THE HIGHEST POINT AND NEAR THE
 OX0791'WEST END OF A HILL LOCATED ABOUT 15 MILES SOUTH SOUTHEAST
 OX0791'OF JACKSON, ABOUT 2 MILES AIRLINE NORTHEAST OF THE CONFLUENCE
 OX0791'OF THE SNAKE AND HOBACK RIVERS AND ABOUT 1 MILE NORTHEAST
 OX0791'OF U.S. HIGHWAY NO. 189.  FROM THE SOUTH THIS HILL APPEARS
 OX0791'TO BE A STEEP CLIFF LIKE LEDGE BUT SLOPES OFF MILDLY TO THE
 OX0791'NORTH.  THE DISK IS BRAZED TO THE TOP OF A 3 INCH IRON PIPE
 OX0791'PROJECTING ABOUT 6 INCHES, SET ABOUT 28 PACES NORTH BY EAST
 OX0791'OF THE PROMINENT ROCKY POINT OF THE HILL AND IS STAMPED ARBOR
 OX0791'1946.
 OX0791'
 OX0791'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN THE TOP OF A LONE
 OX0791'PROMINENT 5 BY 5 FOOT BOULDER PROJECTING ABOUT 3 FEET AND IS
 OX0791'STAMPED ARBOR NO 1 1946.  IT IS NORTHEAST OF THE STATION
 OX0791'AND ON THE EAST SLOPE OF THE HILL.
 OX0791'
 OX0791'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN ROCK OUTCROP
 OX0791'ABOUT 8 INCHES WIDE ON TOP, ABOUT 4 FEET LONG AND PROJECTING
 OX0791'ABOUT 1 FOOT.  IT IS EAST OF THE STATION AND IS STAMPED
 OX0791'ARBOR NO. 2 1946.
 OX0791'
 OX0791'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION
 OX0791'B.M. 45.
 OX0791'
 OX0791'TO REACH THE STATION FROM THE SQUARE IN JACKSON GO WEST AND
 OX0791'SOUTH ON U.S. HIGHWAY NO. 189 AND NO. 187 FOR 14 MILES TO THEIR
 OX0791'JUNCTION WITH U.S. HIGHWAY NO. 89, KEEP LEFT ON HIGHWAYS
 OX0791'NO. 189 AND 187 FOR 2.05 MILES TO A HIGHWAY RIGHT-OF-WAY
 OX0791'POST NUMBERED 540 ON THE LEFT OR NORTH SIDE OF THE HIGHWAY.
 OX0791'HERE TURN LEFT AND GO CROSS COUNTRY IN A GENERAL NORTHERLY
 OX0791'DIRECTION HEADING APPROXIMATELY FOR THE MIDDLE PART OF THE
 OX0791'CANYON UNDER THE CENTER PART OF THE CLIFF.  GO ABOUT 0.4
 OX0791'MILES TO THE FIRST CLUMP OF ASPEN ON THE RIGHT SIDE OF THE
 OX0791'CANYON, TO A SPRING AND A TRAIL CROSSING THE CANYON IN AN
 OX0791'EAST-WEST DIRECTION AND THE END OF TRUCK TRAVEL.  FROM HERE
 OX0791'TAKE THE TRAIL TO THE RIGHT, EAST, THIS TRAIL APPEARS AND
 OX0791'DISAPPEARS BUT IN GENERAL WINDS THROUGH THE FLAT BENCHES
 OX0791'AND EMERGES AT THE EXTREME EAST END OF THE CLIFF.  HERE AT
 OX0791'THE SUMMIT AND EAST END OF THE RIDGE BEAR LEFT ON AN
 OX0791'ANIMAL TRAIL AND FOLLOW TO THE HIGHEST POINT AND EXTREME
 OX0791'WEST END OF THE RIDGE AND THE STATION AS DESCRIBED.  ABOUT
 OX0791'A 1 HOUR PACK.
 OX0791
 OX0791                          STATION RECOVERY (1965)
 OX0791
 OX0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0791'RECOVERED.
 OX0791'
 OX0791'STATION MARK--STANDARD DISK, STAMPED ---ARBOR 1946---, BRAZED IN TOP
 OX0791'OF 3 IN. IRON PIPE, PROJECTING 2 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0767 ***********************************************************************
 MR0767  DESIGNATION -  ARC
 MR0767  PID         -  MR0767
 MR0767  STATE/COUNTY-  WY/LINCOLN
 MR0767  USGS QUAD   -  WILLOW SPRINGS (1969)
 MR0767
 MR0767                         *CURRENT SURVEY CONTROL
 MR0767  ___________________________________________________________________
 MR0767* NAD 83(1993)-  41 46 26.35064(N)    110 23 22.63348(W)     ADJUSTED  
 MR0767* NAVD 88     -      2131.3    (meters)    6992.     (feet)  VERTCON   
 MR0767  ___________________________________________________________________
 MR0767  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 MR0767  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 MR0767
 MR0767  HORZ ORDER  -  THIRD
 MR0767
 MR0767.The horizontal coordinates were established by classical geodetic methods
 MR0767.and adjusted by the National Geodetic Survey in January 1997..
 MR0767
 MR0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0767
 MR0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0767
 MR0767.The geoid height was determined by GEOID03.
 MR0767
 MR0767;                    North         East     Units Scale Factor Converg.
 MR0767;SPC WY W     -   241,521.039   774,535.862   MT  0.99994548   -0 12 14.6
 MR0767;UTM  12      - 4,624,862.693   550,728.778   MT  0.99963167   +0 24 23.9
 MR0767
 MR0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0767!SPC WY W     -   0.99966808  x   0.99994548  =   0.99961358
 MR0767!UTM  12      -   0.99966808  x   0.99963167  =   0.99929988
 MR0767
 MR0767|---------------------------------------------------------------------|
 MR0767| PID    Reference Object                     Distance      Geod. Az  |
 MR0767|                                                           dddmmss.s |
 MR0767| CP5287 ARC RM 1                             15.298 METERS 01350     |
 MR0767| CP5286 ARC AZ MK                                          2591854.4 |
 MR0767| CP5288 ARC RM 2                             19.632 METERS 28048     |
 MR0767| MR0839 KEMMERER MTN STS TEL MICROWAVE      APPROX.11.8 KM 3065443.8 |
 MR0767| MR0766 ARC 113 PIPE                          9.586 METERS 32113     |
 MR0767|---------------------------------------------------------------------|
 MR0767
 MR0767                          SUPERSEDED SURVEY CONTROL
 MR0767
 MR0767  NAD 83(1986)-  41 46 26.34222(N)    110 23 22.62919(W) AD(       ) 3
 MR0767  NAD 27      -  41 46 26.52570(N)    110 23 20.03860(W) AD(       ) 3
 MR0767  NGVD 29 (07/19/86) 2129.9    (m)         6988.     (f) VERT ANG       
 MR0767
 MR0767.Superseded values are not recommended for survey control.
 MR0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0767.See file dsdata.txt to determine how the superseded data were derived.
 MR0767
 MR0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM5072924863(NAD 83)
 MR0767_MARKER: DS = TRIANGULATION STATION DISK
 MR0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0767
 MR0767  HISTORY     - Date     Condition        Report By
 MR0767  HISTORY     - 1962     MONUMENTED       CGS
 MR0767
 MR0767                          STATION DESCRIPTION
 MR0767
 MR0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0767'THE STATION IS ABOUT 8 MILES EAST-SOUTHEAST OF KEMMERER, 3-1/4
 MR0767'MILES WEST OF OPAL, 1/4 MILE NORTH OF U.S. HIGHWAY 189 ON THE
 MR0767'HIGHEST POINT OF A FLAT TOPPED RIDGE THAT EXTENDS EAST AND WEST.
 MR0767'
 MR0767'TO REACH THE STATION FROM THE PORT OF ENTRY AT THE EAST EDGE
 MR0767'OF KEMMERER, GO SOUTH FOR 0.8 MILE TO THE JUNCTION OF U.S.
 MR0767'HIGHWAY 30 N AND U.S. HIGHWAY 189.  CONTINUE SOUTHEAST AND EAST
 MR0767'ON HIGHWAY 30 N FOR 9.3 MILES TO A DRIVE OUT AND TWO TRACK ROADS
 MR0767'ON THE LEFT.  TAKE THE RIGHT ONE OF THE TWO TRACK ROADS AND
 MR0767'GO NORTH FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 MR0767'EASTERLY FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MR0767'CONTINUE EASTERLY FOR 0.3 MILE, LEAVE THE MAIN ROAD AT THIS
 MR0767'POINT AND GO UP HILL, SOUTH, FOR 0.05 MILE TO THE HIGHEST
 MR0767'POINT AND THE STATION.
 MR0767'
 MR0767'THE STATION MARK IS A STANDARD DISK, STAMPED ARC 1962, SET IN
 MR0767'THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 2 INCHES.
 MR0767'IT IS 4.2 FEET SOUTHWEST OF A WITNESS POST AND 30 FEET NORTH
 MR0767'OF THE SOUTH EDGE OF THE RIDGE.
 MR0767'
 MR0767'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARC NO 1 1962,
 MR0767'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0767'3 INCHES.  IT IS 80 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE AND
 MR0767'AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0767'
 MR0767'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARC NO 2 1962,
 MR0767'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0767'3 INCHES.  IT IS 30 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE
 MR0767'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0767'
 MR0767'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ARC 1962, CEMENTED
 MR0767'IN A DRILL HOLE IN A MASS OF ROCK OUTCROP WHICH FORMS THE TOP
 MR0767'OF A ROCKY KNOLL.  IT IS ABOUT 500 FEET SOUTH AND ABOUT 100
 MR0767'FEET HIGHER THAN THE ROAD AND 7.4 FEET SOUTH OF A WITNESS
 MR0767'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0507 ***********************************************************************
 PV0507  DESIGNATION -  ARCH
 PV0507  PID         -  PV0507
 PV0507  STATE/COUNTY-  WY/CROOK
 PV0507  USGS QUAD   -  WONDER VIEW (1984)
 PV0507
 PV0507                         *CURRENT SURVEY CONTROL
 PV0507  ___________________________________________________________________
 PV0507* NAD 83(1993)-  44 24 41.93040(N)    104 44 06.34804(W)     ADJUSTED  
 PV0507* NAVD 88     -      1344.8    (meters)    4412.     (feet)  VERTCON   
 PV0507  ___________________________________________________________________
 PV0507  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 PV0507  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 PV0507
 PV0507  HORZ ORDER  -  THIRD
 PV0507
 PV0507.The horizontal coordinates were established by classical geodetic methods
 PV0507.and adjusted by the National Geodetic Survey in January 1997..
 PV0507
 PV0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0507
 PV0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0507
 PV0507.The geoid height was determined by GEOID03.
 PV0507
 PV0507;                    North         East     Units Scale Factor Converg.
 PV0507;SPC WY E     -   434,577.766   234,372.223   MT  0.99995202   +0 18 07.3
 PV0507;UTM  13      - 4,917,629.377   521,090.998   MT  0.99960547   +0 11 07.4
 PV0507
 PV0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0507!SPC WY E     -   0.99979136  x   0.99995202  =   0.99974339
 PV0507!UTM  13      -   0.99979136  x   0.99960547  =   0.99939691
 PV0507
 PV0507:                Primary Azimuth Mark                     Grid Az
 PV0507:SPC WY E     -  KARA                                     015 24 30.4
 PV0507:UTM  13      -  KARA                                     015 31 30.3
 PV0507
 PV0507|---------------------------------------------------------------------|
 PV0507| PID    Reference Object                     Distance      Geod. Az  |
 PV0507|                                                           dddmmss.s |
 PV0507| PV0506 KARA                                APPROX. 7.6 KM 0154237.7 |
 PV0507|---------------------------------------------------------------------|
 PV0507
 PV0507                          SUPERSEDED SURVEY CONTROL
 PV0507
 PV0507  NAD 83(1986)-  44 24 41.91964(N)    104 44 06.33259(W) AD(       ) 3
 PV0507  NAD 27      -  44 24 41.98034(N)    104 44 04.45372(W) AD(       ) 3
 PV0507  NGVD 29 (07/19/86) 1344.2    (m)         4410.     (f) VERT ANG       
 PV0507
 PV0507.Superseded values are not recommended for survey control.
 PV0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0507.See file dsdata.txt to determine how the superseded data were derived.
 PV0507
 PV0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK2109117629(NAD 83)
 PV0507_MARKER: DD = SURVEY DISK
 PV0507_SETTING: 0 = UNSPECIFIED SETTING
 PV0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0507
 PV0507  HISTORY     - Date     Condition        Report By
 PV0507  HISTORY     - 1953     MONUMENTED       USGS
 PV0507
 PV0507                          STATION DESCRIPTION
 PV0507
 PV0507'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0507'STATION IS LOCATED ABOUT 28.0 MI. (AIRLINE) W. OF SUNDANCE, WYOMING,
 PV0507'ABOUT 6.0 MI. (AIRLINE) SE. OF CARLILE, WYOMING, ON S. END OF RIDGE
 PV0507'E. OF JUNCTION OF ARCH CREEK AND THE BELLE FOURCHE RIVER, IN SEC. 13,
 PV0507'T 51 N, R 66 W.
 PV0507'
 PV0507'TO REACH FROM SUNDANCE, WYOMING, PROCEED W. ALONG U.S. HIGHWAY 14
 PV0507'24.6 MI., TURN LEFT ON COUNTY RD. 4.1 MI., TAKE RIGHT FORK 4.3 MI.,
 PV0507'TURN LEFT ON TRACK RD. 0.7 MI., GO LEFT THROUGH GATE 0.6 MI. S.
 PV0507'AROUND TIMBER, GO LEFT WINDING UP HILL THROUGH TIMBER 0.3 MI., PARK
 PV0507'VEHICLE AND PACK TO TOP OF HILL.  STATION IS LOCATED ON HIGHEST POINT
 PV0507'NEAR SMALL ROCK CAIRN.
 PV0507'
 PV0507'STATION MARK--A STANDARD TABLET STAMPED ---ARCH 1953---, SET IN
 PV0507'SANDSTONE ROCK, FLUSH WITH GROUND.
 PV0507'
 PV0507'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1075 ***********************************************************************
 MO1075  DESIGNATION -  ARCHER
 MO1075  PID         -  MO1075
 MO1075  STATE/COUNTY-  WY/LARAMIE
 MO1075  USGS QUAD   -  ARCHER (1978)
 MO1075
 MO1075                         *CURRENT SURVEY CONTROL
 MO1075  ___________________________________________________________________
 MO1075* NAD 83(1993)-  41 09 33.67655(N)    104 39 44.13008(W)     ADJUSTED  
 MO1075* NAVD 88     -      1840.     (meters)    6037.     (feet)  SCALED    
 MO1075  ___________________________________________________________________
 MO1075  LAPLACE CORR-          -8.16  (seconds)                    DEFLEC99
 MO1075  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 MO1075
 MO1075  HORZ ORDER  -  SECOND
 MO1075
 MO1075.The horizontal coordinates were established by classical geodetic methods
 MO1075.and adjusted by the National Geodetic Survey in January 1997..
 MO1075
 MO1075.The orthometric height was scaled from a topographic map.
 MO1075
 MO1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1075
 MO1075.The geoid height was determined by GEOID03.
 MO1075
 MO1075;                    North         East     Units Scale Factor Converg.
 MO1075;SPC WY E     -    73,339.804   242,333.538   MT  0.99995955   +0 19 55.1
 MO1075;UTM  13      - 4,556,502.146   528,336.090   MT  0.99960988   +0 13 20.2
 MO1075
 MO1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1075!SPC WY E     -   0.99971411  x   0.99995955  =   0.99967367
 MO1075!UTM  13      -   0.99971411  x   0.99960988  =   0.99932410
 MO1075
 MO1075|---------------------------------------------------------------------|
 MO1075| PID    Reference Object                     Distance      Geod. Az  |
 MO1075|                                                           dddmmss.s |
 MO1075| CP9510 ARCHER RM 1                          10.882 METERS 09604     |
 MO1075| CP9511 ARCHER RM 2                           8.349 METERS 26103     |
 MO1075| CP9509 ARCHER AZ MK                                       2730718.0 |
 MO1075| MO1090 CHEYENNE VOR                        APPROX.10.9 KM 3014335.4 |
 MO1075|---------------------------------------------------------------------|
 MO1075
 MO1075                          SUPERSEDED SURVEY CONTROL
 MO1075
 MO1075  NAD 83(1986)-  41 09 33.66388(N)    104 39 44.12790(W) AD(       ) 2
 MO1075  NAD 27      -  41 09 33.73270(N)    104 39 42.25590(W) AD(       ) 2
 MO1075
 MO1075.Superseded values are not recommended for survey control.
 MO1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1075.See file dsdata.txt to determine how the superseded data were derived.
 MO1075
 MO1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2833656502(NAD 83)
 MO1075_MARKER: DS = TRIANGULATION STATION DISK
 MO1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO1075+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 MO1075
 MO1075  HISTORY     - Date     Condition        Report By
 MO1075  HISTORY     - 1959     MONUMENTED       CGS
 MO1075  HISTORY     - 1973     GOOD             LOCENG
 MO1075  HISTORY     - 20050506 GOOD             WYGFD
 MO1075
 MO1075                          STATION DESCRIPTION
 MO1075
 MO1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1075'THE STATION IS LOCATED, AIRLINE, ABOUT 8 MILES EAST-NORTHEAST
 MO1075'OF CHEYENNE, AT THE EAST END OF A U.S. HIGHWAY 30 OVERPASS,
 MO1075'OVER THE UNION PACIFIC RAILROAD.
 MO1075'
 MO1075'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD DEPOT
 MO1075'IN CHEYENNE, GO NORTHWEST ON CAPITOL AVENUE FOR 1 BLOCK.
 MO1075'TURN RIGHT ONTO U.S. HIGHWAY 30 (LINCOLN HIGHWAY) AND GO
 MO1075'EASTERLY TOWARDS OMAHA FOR 7.25 MILES TO A SIDE ROAD, LEFT
 MO1075'AND THE AZIMUTH MARK.  CONTINUE EAST ON THE HIGHWAY FOR 0.6
 MO1075'MILE TO THE EAST END OF THE OVERPASS AND THE STATION.
 MO1075'
 MO1075'THE STATION IS A STANDARD DISK STAMPED ARCHER 1959 SET IN TOP
 MO1075'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 MO1075'ABOVE THE GROUND.  IT IS 27 FEET EAST-NORTHEAST OF THE NORTHEAST
 MO1075'CORNER OF THE OVERPASS, 23 FEET NORTH OF THE CENTER OF THE
 MO1075'HIGHWAY AND 5 FEET NORTH OF THE GUARD RAIL.
 MO1075'
 MO1075'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ARCHER
 MO1075'NO 1 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MO1075'WHICH IS FLUSH WITH THE GROUND AND THE SAME ELEVATION AS
 MO1075'THE STATION.  IT IS 20 FEET NORTH OF THE CENTER OF THE HIGHWAY
 MO1075'AND 2 FEET NORTH OF THE GUARD RAIL.
 MO1075'
 MO1075'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ARCHER
 MO1075'NO 2 1959 SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF
 MO1075'THE OVERPASS AND IS 1 FOOT HIGHER THAN THE STATION.  IT IS
 MO1075'20 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 MO1075'
 MO1075'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARCHER 1959 SET
 MO1075'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MO1075'4 INCHES ABOVE THE GROUND.  IT IS 180 FEET NORTH-NORTHEAST OF
 MO1075'THE CENTER OF THE JUNCTION OF THE SIDE ROAD AND U.S. HIGHWAY
 MO1075'30, 41 FEET EAST OF THE CENTER OF THE GRAVELED SIDE ROAD,
 MO1075'10 FEET EAST OF A FENCE CORNER AND 2 FEET EAST OF A METAL
 MO1075'WITNESS SIGN.
 MO1075'
 MO1075'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 MO1075
 MO1075                          STATION RECOVERY (1973)
 MO1075
 MO1075'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (JW)
 MO1075'RECOVERED BY--J.T. BANNER AND ASSOCIATES INC.
 MO1075'
 MO1075'ARCHER-GOOD
 MO1075'
 MO1075'GROUND LINE IS FLUSH WITH TOP OF MONUMENT.
 MO1075'
 MO1075'NO ATTEMPT MADE TO FIND REFERENCE MARKERS
 MO1075
 MO1075                          STATION RECOVERY (2005)
 MO1075
 MO1075'RECOVERY NOTE BY WYOMING GAME AND FISH DEPARTMENT 2005 (RED)
 MO1075'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0286 ***********************************************************************
 PX0286  DESIGNATION -  ARID
 PX0286  PID         -  PX0286
 PX0286  STATE/COUNTY-  WY/BIG HORN
 PX0286  USGS QUAD   -  SHEEP CANYON (1966)
 PX0286
 PX0286                         *CURRENT SURVEY CONTROL
 PX0286  ___________________________________________________________________
 PX0286* NAD 83(1993)-  44 31 39.91334(N)    108 09 18.88464(W)     ADJUSTED  
 PX0286* NAVD 88     -      1280.476  (meters)    4201.03   (feet)  ADJUSTED  
 PX0286  ___________________________________________________________________
 PX0286  LAPLACE CORR-           8.38  (seconds)                    DEFLEC99
 PX0286  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 PX0286  DYNAMIC HT  -        1279.935 (meters)    4199.25  (feet)  COMP
 PX0286  MODELED GRAV-     980,151.3   (mgal)                       NAVD 88
 PX0286
 PX0286  HORZ ORDER  -  SECOND
 PX0286  VERT ORDER  -  FIRST     CLASS II
 PX0286
 PX0286.The horizontal coordinates were established by classical geodetic methods
 PX0286.and adjusted by the National Geodetic Survey in January 1997..
 PX0286
 PX0286.The orthometric height was determined by differential leveling
 PX0286.and adjusted by the National Geodetic Survey in June 1991..
 PX0286
 PX0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0286
 PX0286.The geoid height was determined by GEOID03.
 PX0286
 PX0286.The dynamic height is computed by dividing the NAVD 88
 PX0286.geopotential number by the normal gravity value computed on the
 PX0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0286.degrees latitude (g = 980.6199 gals.).
 PX0286
 PX0286.The modeled gravity was interpolated from observed gravity values.
 PX0286
 PX0286;                    North         East     Units Scale Factor Converg.
 PX0286;SPC WYEC     -   547,716.885   334,668.726   MT  0.99998997   -0 34 35.0
 PX0286;UTM  12      - 4,934,428.821   726,045.912   MT  1.00022841   +1 59 44.7
 PX0286
 PX0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0286!SPC WYEC     -   0.99980129  x   0.99998997  =   0.99979126
 PX0286!UTM  12      -   0.99980129  x   1.00022841  =   1.00002965
 PX0286
 PX0286|---------------------------------------------------------------------|
 PX0286| PID    Reference Object                     Distance      Geod. Az  |
 PX0286|                                                           dddmmss.s |
 PX0286| CQ4519 ARID RM 1                            23.523 METERS 17249     |
 PX0286| CQ4520 ARID RM 2                            22.042 METERS 25928     |
 PX0286| PX0009 T 24                                               3435426.2 |
 PX0286|---------------------------------------------------------------------|
 PX0286
 PX0286                          SUPERSEDED SURVEY CONTROL
 PX0286
 PX0286  NAD 83(1986)-  44 31 39.90290(N)    108 09 18.87767(W) AD(       ) 2
 PX0286  NAD 27      -  44 31 40.05940(N)    108 09 16.49770(W) AD(       ) 2
 PX0286  NGVD 29 (06/08/92) 1279.651  (m)         4198.32   (f) ADJUSTED    1 2
 PX0286
 PX0286.Superseded values are not recommended for survey control.
 PX0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0286.See file dsdata.txt to determine how the superseded data were derived.
 PX0286
 PX0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ2604634429(NAD 83)
 PX0286_MARKER: DS = TRIANGULATION STATION DISK
 PX0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0286_SP_SET: CONCRETE POST
 PX0286_STAMPING: ARID 1957
 PX0286_MARK LOGO: CGS   
 PX0286_PROJECTION: PROJECTING 10 CENTIMETERS
 PX0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0286+STABILITY: SURFACE MOTION
 PX0286
 PX0286  HISTORY     - Date     Condition        Report By
 PX0286  HISTORY     - 1957     MONUMENTED       CGS
 PX0286  HISTORY     - 1982     GOOD             NGS
 PX0286
 PX0286                          STATION DESCRIPTION
 PX0286
 PX0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0286'STATION IS ABOUT 5 MILES WEST AND 2 MILES NORTH OF GREYBULL,
 PX0286'ON THE WEST SIDE OF U.S. HIGHWAY 310 AND AT THE POINT WHERE
 PX0286'THE HIGHWAY BEGINS TO DESCEND TOWARD LITTLE DRY CREEK TO THE
 PX0286'NORTH.  IT IS ABOUT 1/4 MILE SOUTH OF THE POINT WHERE THE
 PX0286'NEW HIGHWAY (UNDER CONSTRUCTION) CROSSES THE PRESENT HIGHWAY.
 PX0286'
 PX0286'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAYS 789, 20 AND 14
 PX0286'IN GREYBULL, GO WESTERLY ON HIGHWAYS 20 AND 14 FOR 4.8 MILES TO
 PX0286'JUNCTION WITH U.S. HIGHWAY 310 ON THE RIGHT.  TURN RIGHT ON
 PX0286'HIGHWAY 310 AND GO NORTHERLY FOR 1.7 MILES TO A TRACK ROAD
 PX0286'LEFT AT POINT WHERE HIGHWAY STARTS TO DESCEND TO THE NORTH.
 PX0286'TURN LEFT ON THE TRACK ROAD AND GO NORTHWEST FOR 0.1 MILE,
 PX0286'THENCE BEAR RIGHT AND GO NORTH ABOUT 150 YARDS TO THE
 PX0286'HIGHEST POINT OF THE SLIGHT RISE AT THE WEST EDGE OF THE
 PX0286'HIGHWAY AND STATION.
 PX0286'
 PX0286'STATION MARKS ARE STANDARD DISKS, STAMPED ARID 1957.  SURFACE
 PX0286'MARK IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 PX0286'PROJECTS 3 INCHES.  UNDERGROUND MARK IS SET IN AN IRREGULAR
 PX0286'MASS OF CONCRETE WHICH IS 30 INCHES BELOW GROUND SURFACE.
 PX0286'IT IS 151 FEET NORTH OF THE TRACK ROAD, AND 83 FEET SOUTHWEST
 PX0286'OF THE EDGE OF THE HIGHWAY CUT.  A 4 IN X 4 IN WHITE WITNESS
 PX0286'POST WAS SET 3 FEET SOUTH OF THE MARK.
 PX0286'
 PX0286'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARID NO 1 1957.
 PX0286'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST
 PX0286'WHICH PROJECTS 6 INCHES AND IS 91 FEET NORTH OF THE TRACK ROAD.
 PX0286'
 PX0286'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARID NO 2 1957.
 PX0286'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 PX0286'PROJECTS 6 INCHES AND IS 115 FEET NORTH OF THE TRACK ROAD.
 PX0286'
 PX0286'AZIMUTH MARK IS A U.S.C. AND G.S. BENCH MARK, STAMPED T 24
 PX0286'1933 ELEV. 4086.235.  IT IS CEMENTED IN A DRILL HOLE IN
 PX0286'OUTCROPPING BEDROCK AND IS 134 FEET WEST OF THE JUNCTION OF
 PX0286'HIGHWAY 310 AND NEW HIGHWAY AND 50 FEET NORTH OF THE CENTER OF
 PX0286'NEW HIGHWAY.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2
 PX0286'FEET WEST OF THE MARK.
 PX0286
 PX0286                          STATION RECOVERY (1982)
 PX0286
 PX0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0286'42.2 KM (26.2 MI) SE FROM LOVELL.
 PX0286'41.6 KM (25.85 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0286'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 0.6 KM (0.35 MI)
 PX0286'NORTHWEST ALONG A TRACK ROAD, 46.0 METERS (150.9 FT) NORTHEAST OF THE
 PX0286'CENTER OF THE ROAD AND 0.9 METER (3.0 FT) NORTH OF A WOODEN WITNESS
 PX0286'POST.
 PX0286'THE MARK IS 1.1 METERS  W FROM A WITNESS POST.
 PX0286'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0821 ***********************************************************************
 OX0821  DESIGNATION -  ARIZONA
 OX0821  PID         -  OX0821
 OX0821  STATE/COUNTY-  WY/TETON
 OX0821  USGS QUAD   -  COLTER BAY (1968)
 OX0821
 OX0821                         *CURRENT SURVEY CONTROL
 OX0821  ___________________________________________________________________
 OX0821* NAD 83(1993)-  43 59 57.22982(N)    110 39 05.47417(W)     ADJUSTED  
 OX0821* NAVD 88     -      2500.     (meters)    8202.     (feet)  SCALED    
 OX0821  ___________________________________________________________________
 OX0821  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 OX0821  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 OX0821
 OX0821  HORZ ORDER  -  THIRD
 OX0821
 OX0821.The horizontal coordinates were established by classical geodetic methods
 OX0821.and adjusted by the National Geodetic Survey in January 1997..
 OX0821
 OX0821.The orthometric height was scaled from a topographic map.
 OX0821
 OX0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0821
 OX0821.The geoid height was determined by GEOID03.
 OX0821
 OX0821;                    North         East     Units Scale Factor Converg.
 OX0821;SPC WY W     -   488,820.785   754,430.094   MT  0.99996303   -0 23 40.9
 OX0821;UTM  12      - 4,871,846.396   527,939.393   MT  0.99960960   +0 14 31.5
 OX0821
 OX0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0821!SPC WY W     -   0.99960945  x   0.99996303  =   0.99957249
 OX0821!UTM  12      -   0.99960945  x   0.99960960  =   0.99921920
 OX0821
 OX0821                          SUPERSEDED SURVEY CONTROL
 OX0821
 OX0821  NAD 83(1993)-  43 59 57.22635(N)    110 39 05.46712(W) AD(       ) 3
 OX0821  NAD 83(1986)-  43 59 57.22400(N)    110 39 05.45825(W) AD(       ) 3
 OX0821  NAD 27      -  43 59 57.46943(N)    110 39 02.66123(W) AD(       ) 3
 OX0821
 OX0821.Superseded values are not recommended for survey control.
 OX0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0821.See file dsdata.txt to determine how the superseded data were derived.
 OX0821
 OX0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2793971846(NAD 83)
 OX0821
 OX0821  HISTORY     - Date     Condition        Report By
 OX0821  HISTORY     - 1931     MONUMENTED       USGS
 OX0821  HISTORY     - 1946     GOOD             USGS
 OX0821
 OX0821                          STATION DESCRIPTION
 OX0821
 OX0821'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 OX0821'ON THE SUMMIT OF A HILL, ABOUT 1.0 MI. N. OF ARIZONA CREEK RANGER
 OX0821'STATION.
 OX0821'
 OX0821'RECOVERED.
 OX0821'
 OX0821'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ARIZONA 1931---, SET
 OX0821'IN ROCK ON THE TOP OF THE CLIFF, ABOUT 30 FT. N. OF THE SUMMIT.
 OX0821'
 OX0821'REFERENCE MARK--STANDARD REFERENCE TABLET, STAMPED ---ARIZONA 1931---,
 OX0821'SET IN ROCK S. 17 E. MAGNETIC, DISTANT 14.85 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0512 ***********************************************************************
 MP0512  DESIGNATION -  ARLINGTON
 MP0512  PID         -  MP0512
 MP0512  STATE/COUNTY-  WY/CARBON
 MP0512  USGS QUAD   -  ARLINGTON (1992)
 MP0512
 MP0512                         *CURRENT SURVEY CONTROL
 MP0512  ___________________________________________________________________
 MP0512* NAD 83(1993)-  41 36 14.53266(N)    106 13 05.27498(W)     ADJUSTED  
 MP0512* NAVD 88     -      2508.4    (meters)    8230.     (feet)  VERTCON   
 MP0512  ___________________________________________________________________
 MP0512  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 MP0512  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 MP0512
 MP0512  HORZ ORDER  -  FIRST
 MP0512
 MP0512.The horizontal coordinates were established by classical geodetic methods
 MP0512.and adjusted by the National Geodetic Survey in January 1997..
 MP0512
 MP0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0512
 MP0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0512
 MP0512.The geoid height was determined by GEOID03.
 MP0512
 MP0512;                    North         East     Units Scale Factor Converg.
 MP0512;SPC WYEC     -   223,201.796   492,960.762   MT  1.00004381   +0 44 25.9
 MP0512;SPC WY E     -   123,135.087   112,352.216   MT  1.00003200   -0 41 53.5
 MP0512;UTM  13      - 4,606,530.926   398,493.295   MT  0.99972680   -0 48 32.0
 MP0512
 MP0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0512!SPC WYEC     -   0.99960857  x   1.00004381  =   0.99965237
 MP0512!SPC WY E     -   0.99960857  x   1.00003200  =   0.99964056
 MP0512!UTM  13      -   0.99960857  x   0.99972680  =   0.99933548
 MP0512
 MP0512:                Primary Azimuth Mark                     Grid Az
 MP0512:SPC WYEC     -  ROCK RIVER WATER TANK                    051 29 08.6
 MP0512:SPC WY E     -  ROCK RIVER WATER TANK                    052 55 28.0
 MP0512:UTM  13      -  ROCK RIVER WATER TANK                    053 02 06.5
 MP0512
 MP0512|---------------------------------------------------------------------|
 MP0512| PID    Reference Object                     Distance      Geod. Az  |
 MP0512|                                                           dddmmss.s |
 MP0512| MO1306 ROCK RIVER WATER TANK               APPROX.25.1 KM 0521334.5 |
 MP0512| MO1307 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.27.8 KM 0653948.6 |
 MP0512| MO1300 SALT LAKE OMAHA AWY SITE 35 BN      APPROX.42.6 KM 0942425.8 |
 MP0512| MO1266 SALT LAKE OMAHA AWY SITE 36 BN      APPROX.51.3 KM 1095103.7 |
 MP0512| MP0707 ARLINGTON AZ MK                                    1460115.4 |
 MP0512| CP5290 ARLINGTON RM 1                       23.545 METERS 18909     |
 MP0512| CP5291 ARLINGTON RM 2                       13.310 METERS 27214     |
 MP0512| CP5289 ARLINGTON AZ MK 2                                  31748     |
 MP0512| CP4515 38 JPU                                             3255234.6 |
 MP0512|---------------------------------------------------------------------|
 MP0512
 MP0512                          SUPERSEDED SURVEY CONTROL
 MP0512
 MP0512  NAD 83(1986)-  41 36 14.52136(N)    106 13 05.27003(W) AD(       ) 1
 MP0512  NAD 27      -  41 36 14.64000(N)    106 13 03.22400(W) AD(       ) 1
 MP0512  NGVD 29 (07/19/86) 2507.1    (m)         8225.     (f) VERT ANG       
 MP0512
 MP0512.Superseded values are not recommended for survey control.
 MP0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0512.See file dsdata.txt to determine how the superseded data were derived.
 MP0512
 MP0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG9849306531(NAD 83)
 MP0512_MARKER: DS = TRIANGULATION STATION DISK
 MP0512_SETTING: 80 = SET IN A BOULDER
 MP0512_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0512
 MP0512  HISTORY     - Date     Condition        Report By
 MP0512  HISTORY     - 1933     MONUMENTED       CGS
 MP0512  HISTORY     - 1948     GOOD             CGS
 MP0512  HISTORY     - 1953     GOOD             USGS
 MP0512  HISTORY     - 1969     GOOD             CGS
 MP0512  HISTORY     - 1973     GOOD             NGS
 MP0512  HISTORY     - 1975     GOOD             NGS
 MP0512
 MP0512                          STATION DESCRIPTION
 MP0512
 MP0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MP0512'ABOUT 15 MILES SOUTHWEST OF ROCK RIVER, 1/2 MILE NORTHWEST
 MP0512'OF POST OFFICE AT ARLINGTON, 5 MILES SOUTHWEST OF MC FADDEN, ON
 MP0512'ROUNDED SUMMIT AT SOUTHWEST END OF LONG LEVEL MESA EXTENDING
 MP0512'NORTHEAST ALONG NORTHWEST SIDE OF ROCK CREEK.  TO REACH FROM
 MP0512'ROCK RIVER, GO SOUTHWEST ABOUT 20 MILES (VIA MC FADDEN) TO
 MP0512'FORK 1/4 MILE NORTH OF ARLINGTON, FOLLOW ELK MOUNTAIN ROAD
 MP0512'WEST 0.75 MILE TO TOP OF GRADE, GO NORTHEAST THROUGH GATE
 MP0512'AT POINT WHERE TELEPHONE LINE CROSSES FENCE, CONTINUE
 MP0512'NORTHEAST 300 YARDS UP SLOPE TO END OF TRUCK TRAVEL AND GO
 MP0512'NORTHEAST ABOUT 1/4 MILE TO STATION.  MARKED BY STANDARD
 MP0512'STATION DISK IN BOULDER.  REFERENCE MARKS ARE
 MP0512'STANDARD REFERENCE DISKS IN BOULDERS.  NO. 1 IS
 MP0512'77.32 FEET FROM STATION S 09 DEG 09 MIN W.  NO.
 MP0512'IS 44.10 FEET FROM STATION N 87 DEG 45 MIN W.
 MP0512'GRANITE MONUMENT ABOUT 4 FEET HIGH AND 1 FOOT SQUARE IS
 MP0512'IN UNGRADED STREET NEAR RANGER STATION IN ARLINGTON,
 MP0512'JUST SOUTH OF SMALL BRIDGE, AND APPROXIMATELY 1/2 MILE FROM
 MP0512'STATION S 35 DEG 04 MIN E.
 MP0512
 MP0512                          STATION RECOVERY (1948)
 MP0512
 MP0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0512'STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 MP0512'AND FOUND IN GOOD CONDITION, EXCEPT FOR THE DISTANCES TO
 MP0512'THE REFERENCE MARKS.  THE CORRECT DISTANCES ARE SHOWN BELOW.
 MP0512'THERE IS NO EVIDENCE OF STATION MOVEMENT.  AN AZIMUTH MARK
 MP0512'WAS ESTABLISHED.
 MP0512'
 MP0512'THE STATION IS ON THE SOUTH AND HIGHEST POINT OF A NORTH-SOUTH,
 MP0512'GRASS-COVERED RIDGE, ABOUT 15 MILES AIR LINE SOUTHWEST OF
 MP0512'ROCK RIVER, ABOUT 5 MILES AIR LINE SOUTHWEST OF MC FADDEN,
 MP0512'AND 0.5 MILE AIR LINE NORTHWEST OF THE SMALL SETTLEMENT OF
 MP0512'ARLINGTON.  THE STATION MARK IS 20 PACES EAST OF POINT WHERE
 MP0512'THE RIDGE DROPS SHARPLY TO THE WEST, 10 FEET EAST OF CAIRN
 MP0512'WITH WHITE WITNESS POST IN THE CENTER,
 MP0512'FLUSH WITH THE GROUND AND STAMPED, ARLINGTON 1933.
 MP0512'
 MP0512'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 MP0512'STATION MARK, PROJECTS 8 INCHES, AND
 MP0512'STAMPED, ARLINGTON NO 1 1933.
 MP0512'
 MP0512'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 MP0512'STATION MARK, PROJECTS 18 INCHES AND
 MP0512'STAMPED, ARLINGTON NO 2 1933.
 MP0512'
 MP0512'THE AZIMUTH MARK IS 35 PACES SOUTHWEST OF A T INTERSECTION
 MP0512'OF ROADS, 18 PACES WEST OF ROAD, 6 PACES EAST OF A BOARD
 MP0512'FENCE, 3 FEET WEST OF CAIRN WITH WHITE WITNESS POST IN THE
 MP0512'CENTER, PROJECTS 10 INCHES AND STAMPED,
 MP0512'ARLINGTON 1948.
 MP0512'
 MP0512'THE GRANITE MONUMENT MARKING THE SITE OF THE OLD OVERLAND
 MP0512'TRAIL IN THE SMALL SETTLEMENT OF ARLINGTON, IS 100 FEET SOUTHEAST
 MP0512'OF A WOODEN BRIDGE, 30 FEET EAST OF ROAD, 15 FEET WEST OF
 MP0512'FENCE AND PROJECTS 5 FEET.
 MP0512'
 MP0512'TO REACH THE STATION FROM THE POST OFFICE IN ELK MOUNTAIN,
 MP0512'GO SOUTHWEST FOR 0.1 MILE TO FORK.  TAKE LEFT FORK ACROSS
 MP0512'WOODEN BRIDGE AND GO 0.6 MILE TO FORK.  TAKE LEFT FORK FOR
 MP0512'0.2 MILE TO FORK, BRICK BUILDING ON THE LEFT AND SIGN DIAMOND
 MP0512'VALLEY RANCH.  TURN LEFT AS PER SIGN AND GO 7.2 MILES TO
 MP0512'FORK AND SIGN DIAMOND VALLEY RANCH.  TAKE LEFT FORK STRAIGHT
 MP0512'AHEAD AND GO 5.2 MILES (TO REACH THE AZIMUTH FROM HERE,
 MP0512'CONTINUE ON THE ROAD FOR 1.0 MILE TO A T INTERSECTION AND
 MP0512'AZIMUTH ON THE RIGHT).  HERE TURN LEFT, EAST, OFF ROAD AND
 MP0512'GO ACROSS COUNTRY IN AN EASTERLY DIRECTION FOR 0.15 MILE
 MP0512'TO THE END OF TRUCK TRAVEL.  HERE PACK EAST UP ROCKY SLOPE
 MP0512'TO THE HIGHEST POINT AND STATION.  A 10-MINUTE PACK.
 MP0512'
 MP0512'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 MP0512
 MP0512                          STATION RECOVERY (1953)
 MP0512
 MP0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MP0512'RECOVERED.
 MP0512'
 MP0512'STATION MARK--STANDARD DISK, IN BOULDER, STAMPED ---ARLINGTON
 MP0512'1933---.
 MP0512
 MP0512                          STATION RECOVERY (1969)
 MP0512
 MP0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MP0512'STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 MP0512'GOOD CONDITION.  AZIMUTH MARK DESTROYED BY ROAD CONSTRUCTION
 MP0512'AND THE GRANITE MONUMENT MENTIONED IN THE 1948 DESCRIPTION
 MP0512'HAS BEEN MOVED TO A NEW LOCATION.  AN ATTEMPT WAS MADE TO
 MP0512'ESTABLISH A NEW AZIMUTH MARK, BUT DUE TO THE LOCATION OF
 MP0512'THE STATION WHICH IS WELL BACK FROM THE EDGE OF THE MOUNTAIN,
 MP0512'THE MARK WOULD NOT SEE FROM THE GROUND AT STATION.  THE
 MP0512'ONLY SUITABLE PLACE TO SET A NEW AZIMUTH MARK IS AT THE
 MP0512'INTERCHANGE OF I 80 WHICH IS NOW UNDER CONSTRUCTION.  THE
 MP0512'ROCK RIVER WATER TANK IS VISIBLE FROM THE STATION AND A NEW
 MP0512'AZIMUTH MARK CAN BE SET NEAR THE INTERCHANGE WHEN
 MP0512'CONSTRUCTION IS COMPLETED.
 MP0512'
 MP0512'STATION IS BEST REACHED FROM THE VILLAGE OF MC FADDEN WHICH
 MP0512'IS ABOUT 10 MILES SOUTHWEST OF ROCKRIVER, GO SOUTH ON MAIN
 MP0512'ROAD FOR 5.5 MILES TO ARLINGTON INTERCHANGE OF INTERSTATE 80,
 MP0512'THENCE WEST ALONG FRONTAGE ROAD TO WEST SIDE OF MOUNTAIN
 MP0512'AND PIPELINE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON
 MP0512'PIPELINE ROAD UP STEEP GRADE FOR 0.5 MILE TO TOP OF RIDGE.
 MP0512'TURN RIGHT AND GO SOUTHEASTERLY ACROSS GRAZING LAND TO TOP
 MP0512'OF HILL AND STATION.
 MP0512'
 MP0512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15
 MP0512'MILES SW OF ROCK RIVER.
 MP0512
 MP0512                          STATION RECOVERY (1973)
 MP0512
 MP0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MP0512'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 MP0512'IN GOOD CONDITION, THE AZIMUTH MARK WAS SEARCHED FOR BUT
 MP0512'NOT RECOVERED AND IS PRESUMED DESTROYED.  A U.S. GEOLOGICAL
 MP0512'SURVEY BENCH MARK WAS USED AS THE AZIMUTH AT THIS TIME.  THE
 MP0512'DIRECTIONS AND DISTANCES TO THE MARKS COMPARED FAVORABLY
 MP0512'WITH 1948 OBSERVATIONS.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 MP0512'
 MP0512'STATION IS LOCATED ABOUT 17 MILES SOUTHEAST OF THE SMALL
 MP0512'SETTLEMENT OF ELK MOUNTAIN, 16 MILES SOUTHWEST OF ROCK RIVER,
 MP0512'6 MILES SOUTHWEST OF MC FADDEN, 0.5 MILE NORTHWEST OF THE
 MP0512'SMALL VILLAGE OF ARLINGTON AND IS ON THE HIGHEST POINT OF A
 MP0512'NORTH AND SOUTH RIDGE.  THE PROPERTY IS OWNED BY MEDICINE
 MP0512'BOW CATTLE COMPANY, PHONE NUMBER 348-7744 IN HANNA, WYOMING.
 MP0512'
 MP0512'TO REACH FROM THE INTERSTATE 80 OVERPASS AT THE ARLINGTON
 MP0512'EXIT, ABOUT 40 MILES NORTHWEST OF LARAMIE, GO SOUTH ON THE
 MP0512'PAVED ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 MP0512'WEST ON THE GRAVELED ROAD, ALONG THE INTERSTATE 80 RIGHT-OF-WAY
 MP0512'FOR 1.8 MILES TO THE INTERSTATE 80 OVERPASS.  PASS UNDER
 MP0512'THE OVERPASS AND CONTINUE ON GRAVELED ROAD, NORTHWEST FOR
 MP0512'0.35 MILES TO A SIDE TRACK ROAD RIGHT.  (TO REACH THE AZIMUTH
 MP0512'MARK FROM HERE, CONTINUE NORTHWEST ON THE GRAVELED ROAD FOR
 MP0512'0.4 MILE TO MARK ON THE RIGHT, ABOUT 85 FEET NORTH OF THE
 MP0512'GRAVELED ROAD.) TURN RIGHT AND GO SOUTH-SOUTHEAST ON THE
 MP0512'TRACK ROAD FOR 0.15 MILE TO A GATE.  PASS THROUGH AND
 MP0512'CONTINUE SOUTH-SOUTHEAST ON TRACK ROAD FOR 0.2 MILE TO A
 MP0512'CROSSROAD.  CONTINUE SOUTHEAST ON THE TRACK ROAD FOR 0.6
 MP0512'MILE TO THE TOP OF RIDGE.  HERE BEAR RIGHT AND GO
 MP0512'SOUTHERLY UPHILL FOR 0.45 MILE TO THE TOP OF RIDGE AND
 MP0512'STATION AS DESCRIBED.
 MP0512'
 MP0512'STATION MARK IS STANDARD DISK CEMENTED IN A DRILL HOLE IN
 MP0512'A 24 X 24 INCH BOULDER WHICH PROJECTS 2 INCHES, STAMPED
 MP0512'ARLINGTON 1933.  ITS 11 FEET SOUTH-SOUTHWEST OF A ROCK CAIRN.
 MP0512'
 MP0512'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MP0512'IN A 24 X 24 -INCH BOULDER WHICH PROJECTS 6 INCHES, STAMPED
 MP0512'ARLINGTON NO 1 1933.  ITS ABOUT 91 FEET SOUTH OF THE ROCK
 MP0512'CAIRN.
 MP0512'
 MP0512'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MP0512'IN A 42 X 24-INCH BOULDER WHICH PROJECTS 2 FEET, STAMPED
 MP0512'ARLINGTON NO 2 1933.  ITS 55 FEET SOUTH-SOUTHWEST OF THE
 MP0512'ROCK CAIRN.
 MP0512'
 MP0512'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MP0512'CEMENTED IN A 3 X 3-FOOT BEDROCK WHICH PROJECTS 4 INCHES,
 MP0512'STAMPED 7657 38 JPU 1953.  ITS 85 FEET NORTH OF CENTER OF
 MP0512'THE GRAVELED ROAD.
 MP0512'
 MP0512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE
 MP0512'NORTHWEST OF ARLINGTON.
 MP0512
 MP0512                          STATION RECOVERY (1975)
 MP0512
 MP0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MP0512'STATION MARK, REFERENCE MARKS 1,2 AND BENCH MARK 38J PU 1938
 MP0512'WHICH WAS USED AS THE AZIMUTH MARK IN 1973 WERE RECOVERED AND
 MP0512'ARE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  A NEW
 MP0512'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 MP0512'
 MP0512'THE UNIDENTIFIED WATER TANK ON THE 1973 LIST OF DIRECTIONS IS
 MP0512'THE MC FADDEN WATER TANK.
 MP0512'
 MP0512'THE ARLINGTON MONUMENT WAS MOVED DURING THE CONSTRUCTION OF THE
 MP0512'INTERSTATE HIGHWAY 80.
 MP0512'
 MP0512'STATION IS REACHED FROM THE JUNCTION OF THE ARLINGTON
 MP0512'INTERCHANGE.  GO SOUTH ON A SURFACED ROAD FOR 0.1 MILE TO A
 MP0512'GRAVELED ROAD RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON THE
 MP0512'GRAVELED ROAD FOR 0.7 MILE TO A ROAD RIGHT.  TURN RIGHT, PASS
 MP0512'BENEATH A INTERSTATE HIGHWAY OVERPASS AND CONTINUE ON A GRADED
 MP0512'ROAD, NORTHERLY FOR 0.35 MILE TO A ROAD FORK, KEEP RIGHT AND
 MP0512'CONTINUE FOR 0.05 MILE TO A FENCECORNER AND AZIMUTH MARK ON THE
 MP0512'RIGHT.  (THE U.S. GEOLOGICAL BENCH MARK 38J PU 1953 IS REACHED
 MP0512'FROM THE ROAD FORK MENTIONED ABOVE.  GO NORTHERLY ON THE
 MP0512'GRADED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.) FROM THE
 MP0512'AZIMUTH MARK CONTINUE EAST ON A TRACK ROAD FOR 0.05 MILE TO A
 MP0512'GATE.  PASS THROUGH THE GATE AND CONTINUE EAST ON THE TRACK ROAD
 MP0512'UPHILL FOR 0.7 MILE TO TOP OF RIDGE.  TURN RIGHT AND GO
 MP0512'SOUTHERLY UPHILL, STEEP GRADE FOR 0.5 MILE TO THE HIGHEAST
 MP0512'POINT OF HIGH HILL AND STATION, AS DESCRIBED.  NOTE.  A
 MP0512'4-WHEEL DRIVE VEHICLE WILL BE REQUIRED TO REACH THE STATION.
 MP0512'
 MP0512'STATION MARK DISK IS STAMPED ARLINGTON 1933, CEMENTED IN A
 MP0512'DRILL HOLE IN THE TOP OF A 1 FT X 2 FT BOULDER WHICH PROJECTS
 MP0512'ABOUT 4 INCHES.  MARK IS 3.5 FEET EAST OF A METAL WITNESS POST.
 MP0512'
 MP0512'REFERENCE MARK NUMBER 1 DISK IS STAMPED ARLINGTON NO 1 1933,
 MP0512'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 3 FT X 5 FT BOULDER
 MP0512'PROJECTING 2 FEET.  MARK IS 78.1 FEET SOUTH OF THE METAL
 MP0512'WITNESS POST.
 MP0512'
 MP0512'REFERENCE MARK NUMBER 2 DISK IS STAMPED ARLINGTON NO 2 1933,
 MP0512'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 2 FT X 2 FT
 MP0512'BOULDER PROJECTING 5 INCHES.  MARK IS 40.4 FEET WEST OF THE
 MP0512'METAL WITNESS POST.
 MP0512'
 MP0512'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED ARLINGTON 1933
 MP0512'AZ 2 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 MP0512'PROJECTING 2 INCHES.  MARK IS 48 FEET EAST OF A TRACK ROAD, 72
 MP0512'FEET SOUTH OF A TRACK ROAD, 3.5 FEET SOUTH OF A LARGE
 MP0512'FENCECORNER, 2.0 FEET WEST OF A FENCELINE AND 1.7 FEET SOUTH
 MP0512'OF A METAL WITNESS POST WITH A METAL SIGN ATTACHED.
 MP0512'
 MP0512'BENCH MARK 38 J PU 1953 (USGS) IS A U.S. GEOLOGICAL SURVEY
 MP0512'STATION MARK DISK, STAMPED 38 J PU 1953 7657 FEET, CEMENTED IN
 MP0512'A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK.  MARK IS 66
 MP0512'FEET NORTHEAST OF THE GRADED ROAD.
 MP0512'
 MP0512'ARLINGTON MONUMENT IS A 5 FT X 2 FT GRANITE MONUMENT
 MP0512'SIGNIFYING FREMONTS SURVEY 1843 AND SITE OF THE OLD ROCK CREEK
 MP0512'STAGE CROSSING OVERLAND TRAIL 1862-1868.  MONUMENT HAS BEEN
 MP0512'MOVED AND IS NOW LOCATED 0.2 MILE SOUTH OF INTERSTATE HIGHWAY
 MP0512'80, ARLINGTON INTERCHANGE, ON EAST SIDE OF A GRADED ROAD, IN THE
 MP0512'SMALL COMMUNITY OF ARLINGTON.
 MP0512'
 MP0512'MC FADDEN WATER TANK IS LOCATED AT THE SOUTHWEST EDGE OF THE
 MP0512'SMALL TOWN OF MC FADDEN AND ABOUT 0.2 MILE SOUTHWEST OF A FRAME
 MP0512'CHURCH BUILDING WHICH HAS A LARGE BELL.
 MP0512'
 MP0512'A LARGE STEEL TANK, NOT ELEVATED, ABOUT (50) FIFTY IN HEIGHT AND
 MP0512'SILVER IN COLOR.
 MP0512'
 MP0512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MP0512'1/2 MILE NORTHWEST OF ARLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0301 ***********************************************************************
 NQ0301  DESIGNATION -  ARP
 NQ0301  PID         -  NQ0301
 NQ0301  STATE/COUNTY-  WY/CONVERSE
 NQ0301  USGS QUAD   -  IRVINE (1949)
 NQ0301
 NQ0301                         *CURRENT SURVEY CONTROL
 NQ0301  ___________________________________________________________________
 NQ0301* NAD 83(1986)-  42 44 33.     (N)    105 22 09.     (W)     SCALED    
 NQ0301* NAVD 88     -      1480.443  (meters)    4857.09   (feet)  ADJUSTED  
 NQ0301  ___________________________________________________________________
 NQ0301  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0301  DYNAMIC HT  -        1479.507 (meters)    4854.02  (feet)  COMP
 NQ0301  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 NQ0301
 NQ0301  VERT ORDER  -  SECOND    CLASS 0
 NQ0301
 NQ0301.This mark is at Converse County Airport (DGW)
 NQ0301
 NQ0301.The horizontal coordinates were scaled from a topographic map and have
 NQ0301.an estimated accuracy of +/- 6 seconds.
 NQ0301
 NQ0301.The orthometric height was determined by differential leveling
 NQ0301.and adjusted by the National Geodetic Survey in June 1991..
 NQ0301
 NQ0301.The geoid height was determined by GEOID03.
 NQ0301
 NQ0301.The dynamic height is computed by dividing the NAVD 88
 NQ0301.geopotential number by the normal gravity value computed on the
 NQ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0301.degrees latitude (g = 980.6199 gals.).
 NQ0301
 NQ0301.The modeled gravity was interpolated from observed gravity values.
 NQ0301
 NQ0301;                    North         East    Units  Estimated Accuracy
 NQ0301;SPC WY E     -   249,070.      183,420.      MT  (+/- 180 meters Scaled)
 NQ0301
 NQ0301                          SUPERSEDED SURVEY CONTROL
 NQ0301
 NQ0301  NGVD 29 (??/??/92) 1479.575  (m)         4854.24   (f) ADJ UNCH    2 0
 NQ0301
 NQ0301.Superseded values are not recommended for survey control.
 NQ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0301.See file dsdata.txt to determine how the superseded data were derived.
 NQ0301
 NQ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH697322(NAD 83)
 NQ0301_MARKER: DT = TOPOGRAPHIC STATION DISK
 NQ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0301_STAMPING: ARP 1960
 NQ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0301+STABILITY: SURFACE MOTION
 NQ0301
 NQ0301  HISTORY     - Date     Condition        Report By
 NQ0301  HISTORY     - 1960     MONUMENTED       CGS
 NQ0301
 NQ0301                          STATION DESCRIPTION
 NQ0301
 NQ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NQ0301'1 MI E FROM DOUGLAS.
 NQ0301'AT CONVERSE COUNTY AIRPORT WHICH IS ABOUT 1.0 MILE EAST OF
 NQ0301'DOUGLAS, WYOMING ALONG U.S. HWY. 87.  IN THE APPROXIMATE CENTER
 NQ0301'OF THE AIRPORT, 103.6 FEET NORTH OF THE NORTHERLY EDGE OF THE
 NQ0301'NW-SE RUNWAY, 9.8 FEET SE OF THE 3RD RUNWAY LIGHT SE OF THE RUNWAY
 NQ0301'AND TAXIWAY INTERSECTION, 3.7 FEET EAST OF A WITNESS POST.  A
 NQ0301'STANDARD TOPOGRAPHIC STATION DISK, STAMPED ARP 1960, SET IN THE
 NQ0301'TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0532 ***********************************************************************
 NQ0532  DESIGNATION -  ARROW
 NQ0532  PID         -  NQ0532
 NQ0532  STATE/COUNTY-  WY/CONVERSE
 NQ0532  USGS QUAD   -  SIMPSON DRAW (1970)
 NQ0532
 NQ0532                         *CURRENT SURVEY CONTROL
 NQ0532  ___________________________________________________________________
 NQ0532* NAD 83(1993)-  42 46 14.93819(N)    105 13 52.89465(W)     ADJUSTED  
 NQ0532* NAVD 88     -      1646.3    (meters)    5401.     (feet)  VERTCON   
 NQ0532  ___________________________________________________________________
 NQ0532  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 NQ0532  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 NQ0532
 NQ0532  HORZ ORDER  -  SECOND
 NQ0532
 NQ0532.The horizontal coordinates were established by classical geodetic methods
 NQ0532.and adjusted by the National Geodetic Survey in January 1997..
 NQ0532
 NQ0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0532
 NQ0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0532
 NQ0532.The geoid height was determined by GEOID03.
 NQ0532
 NQ0532;                    North         East     Units Scale Factor Converg.
 NQ0532;SPC WY E     -   252,197.251   194,705.641   MT  0.99993784   -0 02 38.2
 NQ0532;UTM  13      - 4,735,390.783   481,072.318   MT  0.99960441   -0 09 25.6
 NQ0532
 NQ0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0532!SPC WY E     -   0.99974415  x   0.99993784  =   0.99968200
 NQ0532!UTM  13      -   0.99974415  x   0.99960441  =   0.99934866
 NQ0532
 NQ0532|---------------------------------------------------------------------|
 NQ0532| PID    Reference Object                     Distance      Geod. Az  |
 NQ0532|                                                           dddmmss.s |
 NQ0532| CP9518 ARROW RM 1                           10.334 METERS 01023     |
 NQ0532| CP9521 ARROW RM 4                            7.271 METERS 04535     |
 NQ0532| CP9519 ARROW RM 2                           14.259 METERS 10810     |
 NQ0532| NQ0563 CHEYENNE GRT FALLS AWY BN 11A       APPROX. 9.0 KM 2292734.2 |
 NQ0532| CP9520 ARROW RM 3                           10.518 METERS 24733     |
 NQ0532| CP9517 ARROW AZ MK                                        3055949.6 |
 NQ0532|---------------------------------------------------------------------|
 NQ0532
 NQ0532                          SUPERSEDED SURVEY CONTROL
 NQ0532
 NQ0532  NAD 83(1986)-  42 46 14.91703(N)    105 13 52.88256(W) AD(       ) 2
 NQ0532  NAD 27      -  42 46 15.03300(N)    105 13 50.95800(W) AD(       ) 2
 NQ0532  NGVD 29 (07/19/86) 1645.4    (m)         5398.     (f) VERT ANG       
 NQ0532
 NQ0532.Superseded values are not recommended for survey control.
 NQ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0532.See file dsdata.txt to determine how the superseded data were derived.
 NQ0532
 NQ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8107235391(NAD 83)
 NQ0532_MARKER: DD = SURVEY DISK
 NQ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0532
 NQ0532  HISTORY     - Date     Condition        Report By
 NQ0532  HISTORY     - 1948     MONUMENTED       USGS
 NQ0532  HISTORY     - 1966     GOOD             CGS
 NQ0532  HISTORY     - 1976     GOOD             DMA
 NQ0532  HISTORY     - 1977     GOOD             NGS
 NQ0532
 NQ0532                          STATION DESCRIPTION
 NQ0532
 NQ0532'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0532'THE STATION IS LOCATED IN T.32N.,R.70W., ON THE HIGHEST ONE
 NQ0532'OF A GROUP OF LOW GRASS COVERED HILLS WHICH ARE THE HIGHEST
 NQ0532'IN THE VICINITY, WITH THE EXCEPTION OF ANOTHER GROUP ABOUT
 NQ0532'3 MILES AIRLINE TO THE NORTHEAST.  THE STATION IS ABOUT 10.5
 NQ0532'MILES AIRLINE WEST OF SHAWNEE, ABOUT 8 MILES AIRLINE EAST
 NQ0532'OF DOUGLAS, ON THE HIGHEST POINT OF HILL, 18 PACES SOUTHWEST OF
 NQ0532'AND APPROXIMATELY 10 FEET HIGHER THAN THE CENTER LINE OF
 NQ0532'TRACK ROAD, 8 FEET WEST OF A 4 X 4 WITNESS POST, A U.S.
 NQ0532'GEOLOGICAL SURVEY BENCH MARK, SET IN TOP OF A 6 X 6 CONCRETE
 NQ0532'POST, PROJECTS 3 INCHES, STAMPED, ARROW 1947.
 NQ0532'
 NQ0532'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY REFERENCE
 NQ0532'DISK, IS APPROXIMATELY 2 FEET LOWER THAN THE STATION, 10
 NQ0532'PACES SOUTHWEST OF THE CENTER LINE OF TRACK ROAD, SET IN TOP
 NQ0532'OF A 6 X 6 CONCRETE POST, PROJECTS 4 INCHES, STAMPED, ARROW
 NQ0532'REF. NO. 1 1947.
 NQ0532'
 NQ0532'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK,
 NQ0532'IS APPROXIMATELY 3 FEET LOWER THAN THE STATION, 9 PACES
 NQ0532'SOUTHWEST OF THE CENTERLINE OF ROAD, SET IN TOP OF A 6 X 6
 NQ0532'CONCRETE POST, PROJECTS 4 INCHES, STAMPED, ARROW REF. NO. 2
 NQ0532'1947.
 NQ0532'
 NQ0532'REFERENCE MARK NO. 3, A BRONZE DISK, IS APPROXIMATELY 1 FOOT
 NQ0532'LOWER THAN THE STATION, ON THE SOUTHWEST SLOPE, PROJECTS
 NQ0532'4 INCHES, STAMPED, ARROW NO 3 1948.
 NQ0532'
 NQ0532'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, AT
 NQ0532'THE POINT WHERE THE LAST 0.6 MILEAGE STARTS, ABOUT 50 YARDS
 NQ0532'WEST-NORTHWEST OF THE INTERSECTION OF TRACK ROAD EAST TO
 NQ0532'STATION, 9 FEET EAST OF A 3 FOOT CAIRN, 4 FEET SOUTH OF A 4
 NQ0532'X 4 WITNESS POST, PROJECTS 4 INCHES, STAMPED, ARROW 1948.
 NQ0532'
 NQ0532'TO REACH FROM THE POST OFFICE IN DOUGLAS.  GO EAST ON THE
 NQ0532'STREET NORTH OF THE POST OFFICE FOR 0.4 MILE TO A FORK.  TAKE
 NQ0532'THE LEFT FORK AND GO EAST-NORTHEAST FOR 7.0 MILES TO FORK
 NQ0532'AND AZIMUTH MARK AS DESCRIBED ABOVE.  TAKE THE RIGHT FORK
 NQ0532'(EAST) FOR 0.6 MILE TO THE STATION ON THE TOP OF A KNOLL.
 NQ0532'A DRIVE STATION.
 NQ0532
 NQ0532                          STATION RECOVERY (1966)
 NQ0532
 NQ0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 NQ0532'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NQ0532'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE
 NQ0532'STATION FOLLOWS.
 NQ0532'
 NQ0532'TO REACH THE STATION FROM 1 BLOCK NORTH OF THE POST OFFICE
 NQ0532'IN DOUGLAS, GO EAST ON CEDAR STREET FOR 0.5 MILE TO A CATTLE
 NQ0532'GUARD.  CROSS OVER THE CATTLE GUARD AND GO EAST ON THE DIRT
 NQ0532'ROAD FOR 7.2 MILES.  TAKE THE LEFT FORK AS PER SIGN, DON YORK
 NQ0532'RANCH 2 MI, AND GO NORTH FOR 0.7 MILE TO A TRACK CROSS-ROAD
 NQ0532'AND THE AZIMUTH MARK ON TOP OF A KNOLL WHICH IS ABOUT 50
 NQ0532'YARDS WEST-NORTHWEST.  TURN RIGHT ONTO THE TRACK ROAD AND
 NQ0532'GO EAST FOR 0.6 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 NQ0532'STATION WHICH IS ABOUT 50 FEET SOUTHWEST OF THE CENTER OF
 NQ0532'THE TRACK ROAD.  THIS STATION WAS OCCUPIED BY ASTRONOMIC
 NQ0532'PARTY G-47.
 NQ0532
 NQ0532                          STATION RECOVERY (1976)
 NQ0532
 NQ0532'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (CLS)
 NQ0532'ARROW 1948 ARROW RECOVERED IN GOOD CONDITION.
 NQ0532'
 NQ0532'RM NO. 1 - DESTROYED.
 NQ0532'
 NQ0532'RM NO. 2 - RECOVERED IN GOOD CONDITION.
 NQ0532'
 NQ0532'RM NO. 3 - RECOVERED - SEE BELOW.
 NQ0532'
 NQ0532'RM NO. 1 - DESTROYED - TOP OF MARK WAS KNOCKED OFF AND DISK IS IN
 NQ0532'MY POSSESSION.  BASE WAS STILL STANDING BUT APPROXIMATELY 2 FEET IS
 NQ0532'EXPOSED DUE TO SOIL EROSION.
 NQ0532'
 NQ0532'RM NO. 3 - RECOVERED - HOWEVER BASE IS EXPOSED APPROXIMATELY 2 FEET
 NQ0532'DUE TO SOIL EROSION.
 NQ0532'
 NQ0532'TO REACH FROM POST OFFICE IN DOUGLAS, WYOMING PROCEED EAST ON WALNUT
 NQ0532'STREET FOR 0.35 MILES TO NORTH 8TH ST., TURN LEFT (NORTH) AND GO
 NQ0532'0.1 MILES TO BEECH ST., TURN RIGHT (EASTERLY) AND PROCEED 7.0 MILES
 NQ0532'TO A FORK.  TAKE THE RIGHT FORK 0.95 MILES AND TURN LEFT
 NQ0532'(NORTHERLY ONTO A TRACK ROAD) 0.2 MILES TO A REVERSE FORK.  TURN
 NQ0532'HARD LEFT (SOUTHWESTERLY) AND PROCEED ON THIS TRACK ROAD 0.2
 NQ0532'MILES TO THE TOP OF THE TALLEST HILL AND THE STATION.
 NQ0532'
 NQ0532'DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES EAST OF
 NQ0532'DOUGLAS, WYOMING.
 NQ0532
 NQ0532                          STATION RECOVERY (1977)
 NQ0532
 NQ0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NQ0532'STATION MARK, REFERENCE MARK NUMBER 2 AND THE AZIMUTH MARK WERE
 NQ0532'RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK NUMBER 3 WAS
 NQ0532'RECOVERED STILL SOLID IN GROUND BUT GROUND ON THE SOUTHWEST SIDE OF
 NQ0532'THE MARK HAS BEEN DUG OUT EXPOSING ABOUT 1 FOOT OF THE MARK.
 NQ0532'REFERENCE MARK NUMBER 1 MONUMENT WAS FOUND, TOP BROKEN OFF AND
 NQ0532'DISK NOT FOUND.  A NEW REFERENCE MARK, NUMBER 4 WAS ESTABLISHED AT
 NQ0532'THIS TIME.  DISTANCE TO REFERENCE MARK NUMBER 2 DIFFERED
 NQ0532'WITH PREVIOUS DATA BY 0.020 METERS.  DISTANCE TO REFERENCE
 NQ0532'MARK NUMBER 3 CHECKED ADEQUATE.  DIRECTION TO THE TWO REFERENCE
 NQ0532'MARKS CHECKED ADEQUATE.
 NQ0532'
 NQ0532'STATION IS REACHED FROM THE POST OFFICE (3RD-WALNUT STREETS
 NQ0532'INTERSECTION) IN DOUGLAS.  GO EAST ON WALNUT STREET FOR 0.4 MILE TO
 NQ0532'9TH STREET.  TURN LEFT AND GO NORTH ON 9TH STREET FOR 1 BLOCK TO
 NQ0532'CEDAR STREET.  TURN RIGHT AND GO EAST ON CEDAR STREET FOR ABOUT
 NQ0532'200 FEET TO A CATTLE GUARD AND BEGINNING OF COUNTY ROAD 52.  GO
 NQ0532'EAST ON COUNTY ROAD 52 (GRADED) FOR 6.75 MILES TO A FORK.  KEEP
 NQ0532'LEFT AND GO NORTHERLY ON A GRADED ROAD FOR 0.65 MILE TO TOP OF
 NQ0532'RISE, TRACK ROAD RIGHT AND THE AZIMUTH MARK ON LEFT ABOUT 0.05
 NQ0532'MILE WEST OF THIS POINT.  TURN RIGHT AND GO EASTERLY ALONG
 NQ0532'RIDGE ON A TRACK ROAD FOR 0.6 MILE TO THE STATION ON A LOW HILL
 NQ0532'ON RIGHT.
 NQ0532'
 NQ0532'STATION IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK DISK,
 NQ0532'STAMPED ARROW 1948, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 NQ0532'PROJECTING ABOUT 3 INCHES.  MARK IS 57 FEET SOUTHWEST OF THE TRACK
 NQ0532'ROAD, 8 FEET WEST OF A 4 INCH X 4 INCH WOOD WITNESS POST AND 2
 NQ0532'FEET WEST-NORTHWEST OF A METAL WITNESS POST WITH A METAL WITNESS
 NQ0532'SIGN ATTACHED.
 NQ0532'
 NQ0532'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NQ0532'DISK, STAMPED ARROW REF. NO 2 1947, SET IN THE TOP OF A SQUARE
 NQ0532'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.  MARK IS 44.9 FEET
 NQ0532'EAST-SOUTHEAST OF THE METAL WITNESS POST.
 NQ0532'
 NQ0532'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED ARROW
 NQ0532'NO 3 1948, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 NQ0532'ABOUT 4 INCHES ON ONE SIDE AND 1 FOOT ON THE OTHER SIDE.  MARK IS
 NQ0532'36-1/2 FEET SOUTHWEST OF THE METAL WITNESS POST.
 NQ0532'
 NQ0532'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED ARROW
 NQ0532'1948 NO 4 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 NQ0532'PROJECTING ABOUT 1 INCH.  MARK IS 40 FEET NORTH-NORTHEAST OF THE
 NQ0532'METAL WITNESS POST.
 NQ0532'
 NQ0532'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED ARROW 1948,
 NQ0532'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 ICNHES.
 NQ0532'MARK IS 10.5 FEET EAST-SOUTHEAST OF PILE OF ROCK AND 4.3 FEET
 NQ0532'SOUTHWEST OF WITNESS POST.
 NQ0532'
 NQ0532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/4 MILES EAST
 NQ0532'OF DOUGLAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0577 ***********************************************************************
 PV0577  DESIGNATION -  ARVADA
 PV0577  PID         -  PV0577
 PV0577  STATE/COUNTY-  WY/CAMPBELL
 PV0577  USGS QUAD   -  LAREY DRAW (1971)
 PV0577
 PV0577                         *CURRENT SURVEY CONTROL
 PV0577  ___________________________________________________________________
 PV0577* NAD 83(1993)-  44 42 42.28746(N)    105 58 25.27788(W)     ADJUSTED  
 PV0577* NAVD 88     -      1396.1    (meters)    4580.     (feet)  VERTCON   
 PV0577  ___________________________________________________________________
 PV0577  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 PV0577  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 PV0577
 PV0577  HORZ ORDER  -  FIRST
 PV0577
 PV0577.The horizontal coordinates were established by classical geodetic methods
 PV0577.and adjusted by the National Geodetic Survey in January 1997..
 PV0577
 PV0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0577
 PV0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0577
 PV0577.The geoid height was determined by GEOID03.
 PV0577
 PV0577;                    North         East     Units Scale Factor Converg.
 PV0577;SPC WY E     -   468,149.919   136,054.631   MT  0.99998776   -0 34 04.0
 PV0577;SPC WYEC     -   568,732.475   507,733.252   MT  1.00008018   +0 57 24.0
 PV0577;UTM  13      - 4,951,390.982   422,874.616   MT  0.99967315   -0 41 06.2
 PV0577
 PV0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0577!SPC WY E     -   0.99978346  x   0.99998776  =   0.99977122
 PV0577!SPC WYEC     -   0.99978346  x   1.00008018  =   0.99986362
 PV0577!UTM  13      -   0.99978346  x   0.99967315  =   0.99945668
 PV0577
 PV0577|---------------------------------------------------------------------|
 PV0577| PID    Reference Object                     Distance      Geod. Az  |
 PV0577|                                                           dddmmss.s |
 PV0577| CP9523 ARVADA RM 1                           7.178 METERS 03834     |
 PV0577| CP9522 ARVADA AZ MK                                       0511619.8 |
 PV0577| CP9524 ARVADA RM 2                          26.631 METERS 29125     |
 PV0577|---------------------------------------------------------------------|
 PV0577
 PV0577                          SUPERSEDED SURVEY CONTROL
 PV0577
 PV0577  NAD 83(1993)-  44 42 42.26799(N)    105 58 25.25914(W) AD(       ) 1
 PV0577  NAD 83(1986)-  44 42 42.26678(N)    105 58 25.24768(W) AD(       ) 1
 PV0577  NAD 27      -  44 42 42.33000(N)    105 58 23.17800(W) AD(       ) 1
 PV0577  NGVD 29 (07/19/86) 1395.4    (m)         4578.     (f) VERT ANG       
 PV0577
 PV0577.Superseded values are not recommended for survey control.
 PV0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0577.See file dsdata.txt to determine how the superseded data were derived.
 PV0577
 PV0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK2287551391(NAD 83)
 PV0577_MARKER: DS = TRIANGULATION STATION DISK
 PV0577_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0577_STAMPING: ARVADA 1934
 PV0577_MARK LOGO: CGS   
 PV0577_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0577+STABILITY: SURFACE MOTION
 PV0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0577+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 PV0577
 PV0577  HISTORY     - Date     Condition        Report By
 PV0577  HISTORY     - 1934     MONUMENTED       CGS
 PV0577  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PV0577  HISTORY     - 1971     GOOD             USGS
 PV0577  HISTORY     - 19931103 GOOD             NGS
 PV0577
 PV0577                          STATION DESCRIPTION
 PV0577
 PV0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PV0577'ABOUT 9 MILES EAST-NORTHEAST OF ARVADA, 7.5 MILES EAST OF THE
 PV0577'POWDER RIVER, 1.5 MILES NORTH OF U.S. HIGHWAY 16 ON THE LARGEST
 PV0577'AND HIGHEST (THE BUTTE FARTHEST NORTH) OF FOUR BUTTES EXTENDING
 PV0577'NORTH AND SOUTH.  THERE IS A LONE CONE-SHAPED PEAK ABOUT 1/2
 PV0577'MILE SOUTHEAST.  THE RIDGE WHICH THE STATION IS ON IS ABOUT
 PV0577'3 FEET WIDE AT THE TOP.
 PV0577'
 PV0577'REACHED FROM CLEARMONT POST OFFICE BY GOING EAST ON U.S.
 PV0577'HIGHWAY 16, 16.8 MILES TO STEEL BRIDGE OVER POWDER RIVER ABOUT
 PV0577'3 MILES NORTHEAST OF ARVADA, CONTINUE EAST 7.15 MILES, PASS
 PV0577'LARGE TWO-STORY WHITE HOUSE ON LEFT AND NORTH OF HIGHWAY,
 PV0577'CONTINUE EAST 2.05 MILES OVER TOP OF RIDGE TO POINT WHERE AN
 PV0577'UNIMPROVED ROAD TURNS OFF TO LEFT AT A GROUP OF MAIL BOXES,
 PV0577'OR WHERE ROAD TURNS TO RIGHT.  TURN LEFT, NORTH, ONTO THIS
 PV0577'ROAD AND GO 0.5 MILE TO A RANCH HOUSE, TURN LEFT THROUGH
 PV0577'GATE INTO FIELD.  TURN LEFT AGAIN AND FOLLOW ALONG EAST END
 PV0577'OF FIELD 0.25 MILE TO SOUTH EDGE OF FIELD, TURN RIGHT, AND GO
 PV0577'0.5 MILE TO WEST END OF FIELD.  TURN RIGHT AGAIN AND GO
 PV0577'0.1 MILE TO A WIRE GATE IN FENCE.  PASS THROUGH GATE AND BEAR
 PV0577'SOUTHWEST, 0.55 MILE TO BASE OF BUTTE AND END OF TRUCK TRAVEL.
 PV0577'
 PV0577'4-FOOT STAND WILL CLEAR ALL LINES.  A 10-MINUTE PACK WITH LOAD.
 PV0577'WATER AT ARVADA OR CLEARMONT.
 PV0577'
 PV0577'SURFACE AND REFERENCE MARKS ARE IRON PIPES.  AZIMUTH MARK IS A
 PV0577'STANDARD DISK SET IN A SQUARE CONCRETE POST.
 PV0577'
 PV0577'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION, AND ON SAME
 PV0577'RIDGE AS STATION.
 PV0577'
 PV0577'REFERENCE MARK NO. 2 IS WEST OF STATION, ON WEST SLOPE OF
 PV0577'RIDGE STATION IS ON.  REFERENCE MARK NO. 1 AND 2 BOTH PROJECT
 PV0577'6 INCHES ABOVE GROUND.
 PV0577'
 PV0577'AZIMUTH MARK IS NORTHEAST OF STATION, IN A NORTH-AND-SOUTH
 PV0577'FENCE LINE BETWEEN A CULTIVATED FIELD AND SOME PASTURE LAND.
 PV0577'IT IS 2.9 FEET NORTH OF NORTH GATEPOST AND 1.0 FOOT EAST OF
 PV0577'FENCE.  PROJECTS 4 INCHES ABOVE GROUND.
 PV0577'
 PV0577'HEIGHT OF LIGHT ABOVE STATION MARK - 1.07 METERS.
 PV0577
 PV0577                          STATION RECOVERY (1949)
 PV0577
 PV0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0577'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARK WERE FOUND
 PV0577'IN GOOD CONDITION.  A DISCREPANCY WAS FOUND IN THE DIRECTION
 PV0577'TO REFERENCE MARK NO. 1, A THOROUGH CHECK WAS MADE AT THE TIME
 PV0577'OF THE OBSERVATION AND FOUND AS BELOW.  THE ORIGINAL DESCRIPTION
 PV0577'TO REACH THE STATION IS ADEQUATE AND CORRECT.  A NEW DESCRIPTION
 PV0577'FOLLOWS.
 PV0577'
 PV0577'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF ARVADA, 7.5
 PV0577'MILES EAST OF THE POWDER RIVER, 1.5 MILES NORTH OF U.S. HIGHWAY
 PV0577'14 AND 16 ON THE LARGEST AND HIGHEST (THE BUTTE FARTHEST
 PV0577'NORTH) OF FOUR BUTTES EXTENDING NORTH AND SOUTH.  THERE IS A
 PV0577'CONE-SHAPED PEAK ABOUT 1/2 MILE SOUTHEAST.  IT IS ON LAND OWNED
 PV0577'BY MR. G.P. GRENIE.
 PV0577'
 PV0577'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GILLETTE,
 PV0577'FOLLOW U.S. HIGHWAY 14 AND 16 WEST AND NORTHWEST FOR 36.2
 PV0577'MILES TO THE SPOTTED HORSE POST OFFICE ON THE RIGHT.  CONTINUE
 PV0577'WESTERLY ON THE HIGHWAY FOR 5.85 MILES TO A SIDE ROAD ON THE
 PV0577'RIGHT AND AN OLD LOG BUILDING.  TURN RIGHT, NORTH, AND FOLLOW
 PV0577'DIRT ROAD FOR 0.5 MILE AT OLD RANCH HOUSE ON THE LEFT AND A
 PV0577'WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE AND
 PV0577'THENCE LEFT ALONG EAST SIDE OF FIELD FOR 0.25 MILE TO SOUTH EDGE
 PV0577'OF FIELD.  TURN RIGHT AND GO 0.5 MILE TO WEST EDGE OF
 PV0577'FIELD.  TURN RIGHT AND GO 0.1 MILE TO A GATE IN NORTH-SOUTH
 PV0577'FENCE AND THE AZIMUTH MARK AS DESCRIBED BELOW.  PASS
 PV0577'THROUGH GATE AND PROCEED TO THE SOUTHWEST FOR 0.55 MILE TO THE
 PV0577'BASE OF THE BUTTE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 PV0577'WEST UP STEEP HILL TO TOP AND STATION.  A 15-MINUTE PACK.
 PV0577'
 PV0577'STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A 4-INCH
 PV0577'IRON PIPE.  THE PIPE PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PV0577'ARVADA 1934.
 PV0577'
 PV0577'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN THE TOP OF
 PV0577'A 4-INCH IRON PIPE.  THE PIPE PROJECTS 5 INCHES, AND THE DISK
 PV0577'IS STAMPED ARVADA NO 1 1934.
 PV0577'
 PV0577'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN THE TOP OF A
 PV0577'4-INCH IRON PIPE.  THE PIPE PROJECTS 5 INCHES, AND THE DISK
 PV0577'IS STAMPED ARVADA NO 2 1934.
 PV0577'
 PV0577'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 PV0577'12 X 12 INCH CONCRETE POST, PROJECTING 4 INCHES.
 PV0577'IT IS 2.9 FEET NORTH OF NORTH GATE POST, 1 FOOT EAST OF A FENCE,
 PV0577'AND IS STAMPED ARVADA 1934.
 PV0577
 PV0577                          STATION RECOVERY (1971)
 PV0577
 PV0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRS)
 PV0577'REACHED FROM CLEARMONT WYO. POST OFFICE, PROCEED EAST ON U.S. HWY.
 PV0577'16, 16.8 MILES TO STEEL BRIDGE ON THE POWDER RIVER, PROCEED
 PV0577'9.20 MILES EAST TO LOG COMMUNITY BLDG. NORTH OF HWY. AND
 PV0577'T-RD NORTH.  TURN LEFT (NORTH) ON THIS RD, PROCEED 0.9 MILES
 PV0577'NORTH-WEST TO BEND IN ROAD, AT THIS POINT PROCEED WEST ALONG
 PV0577'SOUTH-SIDE OF E-W FENCE 0.3 MILE TO T-FEN SOUTH.  PROCEED
 PV0577'SOUTH ON WEST-SIDE OF N-S FENCE 0.5 MILE TO ARVADA AZ. MARK.
 PV0577'CONTINUE WSW 0.6 MILE TO SADDLE ON OLD TRAIL, PROCEED THRU
 PV0577'SADDLE AND TURN LEFT, FOLLOW DIM TRAIL ALONG WEST SLOPE OF
 PV0577'RIDGE 0.2 MILE, (THERE IS A FENCE CORNER WEST OF THIS POINT.)
 PV0577'TURN LEFT UP STEEP SLOPE 0.1 MILE DRIVING ON THE NORTH
 PV0577'SIDE OF A SMALL DRAIN TO THE TOP OF THE RIDGE, TURN RIGHT UP
 PV0577'RIDGE 0.1 MILE TO END OF TRUCK TRAVEL.  (FOUR-WHEEL DRIVE
 PV0577'VEHICLE NECESSARY.) PROCEED UP RIDGE 70 FEET TO TOP AND STATION.
 PV0577
 PV0577                          STATION RECOVERY (1993)
 PV0577
 PV0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 PV0577'AZIMUTH MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 PV0577'FOUR WHEEL DRIVE VEHICLE IS RECOMMENDED.  PACK TIME IS ABOUT 10
 PV0577'MINUTES, LIGHT TO MODERATE HIKE. STATION IS LOCATED ABOUT 14.5 KM
 PV0577'(9.00 MI) EAST-NORTHEAST OF ARVADA, 12 KM (7.45 MI) EAST OF THE POWDER
 PV0577'RIVER, 2.5 KM (1.55 MI) NORTH OF US HIGHWAYS 14 AND 16, ON THE LARGEST
 PV0577'AND HIGHEST (THE BUTTE FARTHEST NORTH) OF FOUR BUTTES EXTENDING NORTH
 PV0577'AND SOUTH.  THERE IS A CONE SHAPED PEAK ABOUT 0.8 KM (0.50 MI)
 PV0577'SOUTHEAST OF THE STATION. TO REACH FROM THE INTERSECTION OF US
 PV0577'HIGHWAYS 14 AND 16 AND STATE SECONDARY HIGHWAY 341, NORTH OF ARVADA,
 PV0577'GO EAST ON HIGHWAYS 14 AND 16 FOR 14.9 KM (9.25 MI) TO A LOG BUILDING
 PV0577'COMMUNITY HALL AND GRAVEL ROAD ON THE LEFT.  TURN LEFT, NORTH, ON IVY
 PV0577'CREEK ROAD FOR 1.45 KM (0.90 MI) TO A SECOND 90 DEGREE TURN IN IVY
 PV0577'CREEK ROAD AND TRACK ROAD AHEAD. CONTINUE AHEAD, WEST, ON TRACK ROAD
 PV0577'FOR 0.08 KM (0.05 MI) TO GATE IN BARBED WIRE FENCE.  GO WEST THROUGH
 PV0577'GATE AND ALONG FENCE FOR 0.25 KM (0.15 MI) TO OPEN GATE IN BARBED WIRE
 PV0577'FENCE. CONTINUE WEST AND SOUTHWEST ON DIM TRACK ROAD FOR 2 KM (1.25
 PV0577'MI) ACROSS PASTURE LAND AND OVER SADDLE IN RIDGE TO WESTERN SIDE OF
 PV0577'RIDGE AND END OF TRUCK TRAVEL.  PACK SOUTHEAST AND SOUTH ALONG RIDGE
 PV0577'FOR ABOUT 0.5 KM (0.30 MI) TO STATION ON HIGH GROUND. STATION MARK IS
 PV0577'DISK CEMENTED IN THE TOP OF A 10 CM IRON PIPE PROJECTING 15 CM.  IT IS
 PV0577'7.2 M (23.6 FT) SOUTHEAST OF RM 1, 1 M (3.3 FT) NORTHWEST OF SOUTHEAST
 PV0577'LEDGE, AND 1 M (3.3 FT) SOUTHEAST OF NORTHWEST LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0147 ***********************************************************************
 NS0147  DESIGNATION -  ASBELL
 NS0147  PID         -  NS0147
 NS0147  STATE/COUNTY-  WY/FREMONT
 NS0147  USGS QUAD   -  BLUE GULCH (1953)
 NS0147
 NS0147                         *CURRENT SURVEY CONTROL
 NS0147  ___________________________________________________________________
 NS0147* NAD 83(1993)-  42 46 07.01401(N)    108 06 53.48606(W)     ADJUSTED  
 NS0147* NAVD 88     -      2208.0    (meters)    7244.     (feet)  VERTCON   
 NS0147  ___________________________________________________________________
 NS0147  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 NS0147  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 NS0147
 NS0147  HORZ ORDER  -  THIRD
 NS0147
 NS0147.The horizontal coordinates were established by classical geodetic methods
 NS0147.and adjusted by the National Geodetic Survey in January 1997..
 NS0147
 NS0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0147
 NS0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0147
 NS0147.The geoid height was determined by GEOID03.
 NS0147
 NS0147;                    North         East     Units Scale Factor Converg.
 NS0147;SPC WYWC     -   252,146.358   651,980.902   MT  0.99997073   +0 25 52.7
 NS0147;UTM  12      - 4,739,157.870   736,051.640   MT  1.00028557   +1 57 36.1
 NS0147
 NS0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0147!SPC WYWC     -   0.99965590  x   0.99997073  =   0.99962664
 NS0147!UTM  12      -   0.99965590  x   1.00028557  =   0.99994137
 NS0147
 NS0147:                Primary Azimuth Mark                     Grid Az
 NS0147:SPC WYWC     -  BEAVERTON                                182 23 53.5
 NS0147:UTM  12      -  BEAVERTON                                180 52 10.1
 NS0147
 NS0147|---------------------------------------------------------------------|
 NS0147| PID    Reference Object                     Distance      Geod. Az  |
 NS0147|                                                           dddmmss.s |
 NS0147| NS0157 BEAVERTON                           APPROX. 4.5 KM 1824946.2 |
 NS0147| NS0153 SANDRAW OIL STACK                   APPROX. 5.5 KM 2613839.8 |
 NS0147|---------------------------------------------------------------------|
 NS0147
 NS0147                          SUPERSEDED SURVEY CONTROL
 NS0147
 NS0147  NAD 83(1986)-  42 46 06.99913(N)    108 06 53.48921(W) AD(       ) 3
 NS0147  NAD 27      -  42 46 07.14549(N)    108 06 51.16249(W) AD(       ) 3
 NS0147  NGVD 29 (07/19/86) 2206.9    (m)         7240.     (f) VERT ANG       
 NS0147
 NS0147.Superseded values are not recommended for survey control.
 NS0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0147.See file dsdata.txt to determine how the superseded data were derived.
 NS0147
 NS0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3605239158(NAD 83)
 NS0147_MARKER: DD = SURVEY DISK
 NS0147_SETTING: 0 = UNSPECIFIED SETTING
 NS0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0147
 NS0147  HISTORY     - Date     Condition        Report By
 NS0147  HISTORY     - 1949     MONUMENTED       USGS
 NS0147
 NS0147                          STATION DESCRIPTION
 NS0147
 NS0147'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 NS0147'STATION LOCATED ABOUT 33 MI. E. OF LANDER, WYOMING, 2 MI. E. OF
 NS0147'SANDRAW, WYOMING, 23 MI. SE. OF RIVERTON, WYOMING, AND AT THE POINT
 NS0147'WHERE BEAVER RIM TURNS FROM N. TO E.
 NS0147'
 NS0147'TO REACH FROM POST OFFICE IN LANDER, WYOMING, GO S. 1 BLOCK TO MAIN
 NS0147'ST. TURN LEFT AND GO SE. ON U.S HIGHWAY 287 FOR 7.4 MI. TO JUNCTION OF
 NS0147'SOUTH PASS RD.TAKE LEFT FORK AND CONTINUE SE. ON U.S. HIGHWAY 287 FOR
 NS0147'32.0 MI. TO SANDRAW RD.  TURN LEFT N. AND FOLLOW SANDRAW RD. FOR 7.2
 NS0147'MI. TO RD. FORK.
 NS0147'TURN RIGHT NE. FOR 6.6 MI. TO RD. FORK. TAKE LEFT FORK AND GO N. 0.4
 NS0147'MI. TO CROSSROADS AT WINDMILL.  TURN LEFT -W- FOR 1.0 MI. TO
 NS0147'CROSSROADS.  TURN RIGHT N. FOR 1.2 MI. TO FORK.  TAKE LEFT FORK NW.
 NS0147'FOR 0.6 MI. TO FENCE CORNER ON LEFT.  CONTINUE NW. FOR 0.5 MI. TO RD.
 NS0147'FORK.  TAKE LEFT FORK NW. FOR 2.1 MI. TO CURVE.  CONTINUE  STRAIGHT
 NS0147'AHEAD ALONG EDGE OF RIM FOR 0.3 MI. TO POINT WHERE BEAVER RIM TURNS
 NS0147'FROM N. TO E. AND STATION.
 NS0147'
 NS0147'STATION MARK - STANDARD TABLET STAMPED ---ASBELL 1949--- SET IN TOP OF
 NS0147'A CONCRETE POST.
 NS0147'
 NS0147'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED ---ASBELL
 NS0147'NO. 1 1949--- SET IN TOP OF CONCRETE POST, 28.45 FT. SW. OF STATION,
 NS0147'N 69 DEG 49 MIN E.
 NS0147'
 NS0147'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---ASBELL
 NS0147'NO.2 1949--- SET IN TOP OF CONCRETE POST.  33.64 FT. NW. OF STATION,
 NS0147'S 10 DEG 50 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0495 ***********************************************************************
 PW0495  DESIGNATION -  ASH
 PW0495  PID         -  PW0495
 PW0495  STATE/COUNTY-  WY/SHERIDAN
 PW0495  USGS QUAD   -  MONARCH (1978)
 PW0495
 PW0495                         *CURRENT SURVEY CONTROL
 PW0495  ___________________________________________________________________
 PW0495* NAD 83(1993)-  44 57 10.15237(N)    107 02 01.53601(W)     ADJUSTED  
 PW0495* NAVD 88     -      1308.9    (meters)    4294.     (feet)  VERTCON   
 PW0495  ___________________________________________________________________
 PW0495  LAPLACE CORR-          -9.36  (seconds)                    DEFLEC99
 PW0495  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 PW0495
 PW0495  HORZ ORDER  -  FIRST
 PW0495
 PW0495.The horizontal coordinates were established by classical geodetic methods
 PW0495.and adjusted by the National Geodetic Survey in January 1997..
 PW0495
 PW0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0495
 PW0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0495
 PW0495.The geoid height was determined by GEOID03.
 PW0495
 PW0495;                    North         East     Units Scale Factor Converg.
 PW0495;SPC WYEC     -   594,665.208   423,638.309   MT  0.99994437   +0 12 42.0
 PW0495;SPC MT       -    81,184.882   794,588.155   MT  1.00002864   +1 48 14.6
 PW0495;SPC MT       -   266,354.60  2,606,916.52   iFT  1.00002864   +1 48 14.6
 PW0495;UTM  13      - 4,979,721.355   339,577.004   MT  0.99991646   -1 26 13.9
 PW0495
 PW0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0495!SPC WYEC     -   0.99979696  x   0.99994437  =   0.99974134
 PW0495!SPC MT       -   0.99979696  x   1.00002864  =   0.99982560
 PW0495!UTM  13      -   0.99979696  x   0.99991646  =   0.99971344
 PW0495
 PW0495|---------------------------------------------------------------------|
 PW0495| PID    Reference Object                     Distance      Geod. Az  |
 PW0495|                                                           dddmmss.s |
 PW0495| CQ4967 ASH RM 1                              5.406 METERS 10904     |
 PW0495| PW0485 SHERIDAN HOLLY REFINING STACK       APPROX.20.3 KM 1585029.1 |
 PW0495| PW0484 SHERIDAN FLOURING MILLS STACK       APPROX.21.1 KM 1594718.0 |
 PW0495| PW0488 SHERIDAN RADIO STA KWYO MAST        APPROX.16.6 KM 1605220.6 |
 PW0495| PW0487 RNG SHERIDAN RADIO SHR              APPROX.23.3 KM 1623053.6 |
 PW0495| PW0486 SHERIDAN FT MACKENZIE HOSP STK      APPROX.14.3 KM 1635655.3 |
 PW0495| PW0490 SHERIDAN WYO GIRLS SCHOOL TANK      APPROX.21.8 KM 1663219.3 |
 PW0495| CQ4966 ASH AZ MK                                          2943744.6 |
 PW0495| CQ4968 ASH RM 2                              5.255 METERS 29451     |
 PW0495|---------------------------------------------------------------------|
 PW0495
 PW0495                          SUPERSEDED SURVEY CONTROL
 PW0495
 PW0495  NAD 83(1986)-  44 57 10.13970(N)    107 02 01.51473(W) AD(       ) 1
 PW0495  NAD 27      -  44 57 10.24130(N)    107 01 59.25250(W) AD(       ) 1
 PW0495  NGVD 29 (07/19/86) 1308.1    (m)         4292.     (f) VERT ANG       
 PW0495
 PW0495.Superseded values are not recommended for survey control.
 PW0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0495.See file dsdata.txt to determine how the superseded data were derived.
 PW0495
 PW0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3957779721(NAD 83)
 PW0495_MARKER: DS = TRIANGULATION STATION DISK
 PW0495_SETTING: 80 = SET IN A BOULDER
 PW0495_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PW0495
 PW0495  HISTORY     - Date     Condition        Report By
 PW0495  HISTORY     - 1957     MONUMENTED       CGS
 PW0495
 PW0495                          STATION DESCRIPTION
 PW0495
 PW0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0495'STATION IS ABOUT 3-1/2 MILES NORTH AND 1/2 MILE EAST OF KLEENBURN,
 PW0495'ON THE HIGHEST POINT OF A SMALL ROCKY BUTTE BETWEEN ASH AND
 PW0495'HIDDEN WATER CREEKS AND ABOUT 0.15 MILE SOUTH OF A OIL COMPANY,
 PW0495'BLADED RUNWAY FOR SMALL PLANES.
 PW0495'
 PW0495'TO REACH FROM THE KLEENBURN DEPOT, GO NORTH ON SURFACED ROAD
 PW0495'FOR 0.1 MILE TO JUNCTION WITH U.S. HIGHWAY 87.  TURN LEFT,
 PW0495'WEST, AND FOLLOW HIGHWAY 87 FOR 2.9 MILES TO A SIDE ROAD
 PW0495'RIGHT OPPOSITE COAL MINE ON LEFT.  TURN RIGHT AND GO NORTHERLY
 PW0495'ON SURFACED ROAD FOR 3.05 MILES TO CATTLEGUARD AT END OF
 PW0495'SURFACED ROAD.  CONTINUE NORTH ON BLADED ROAD FOR 0.4 MILE TO
 PW0495'A FORK.  TAKE RIGHT MAIN TRAVELED ROAD AND GO EAST FOR 0.9
 PW0495'MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE EAST FOR 0.1 MILE TO
 PW0495'A T-ROAD AT THE WEST END OF A BLADED RUNWAY.  CONTINUE
 PW0495'STRAIGHT AHEAD, EAST, AND FOLLOW RUNWAY 0.4 MILE TO A
 PW0495'CATTLEGUARD ON RIGHT.  TURN RIGHT THROUGH CATTLEGUARD,
 PW0495'THENCE LEFT ABOUT 0.05 MILE TO DIM TRACK ROAD ON RIGHT.
 PW0495'TURN RIGHT, SOUTH, AND FOLLOW TRACK ROAD 0.15 MILE TO TOP OF
 PW0495'HILL AND STATION.
 PW0495'
 PW0495'STATION MARK IS STAMPED ASH 1957.  THE MARK IS A STANDARD
 PW0495'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 PW0495'3 INCHES.  IT IS 83 FEET EAST OF THE TRACK ROAD RUNNING UP
 PW0495'WEST SIDE OF HILL AND 10 FEET NORTH OF A 5 FOOT CAIRN.  NO WHITE
 PW0495'WITNESS POST WAS SET.
 PW0495'
 PW0495'REFERENCE MARK 1 IS STAMPED ASH NO 1 1957.  THE MARK IS A
 PW0495'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 PW0495'PROJECTS 2 FEET.  IT IS 18 FEET EAST OF THE CAIRN AND ABOUT 3
 PW0495'FEET LOWER THAN STATION.
 PW0495'
 PW0495'REFERENCE MARK 2 IS STAMPED ASH NO 2 1957.  THE MARK IS A
 PW0495'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 PW0495'PROJECTS 3 FEET.  IT IS 23 FEET WEST OF THE CAIRN AND ABOUT
 PW0495'THE SAME ELEVATION AS STATION.
 PW0495'
 PW0495'AZIMUTH MARK IS STAMPED ASH 1957.  THE MARK IS A STANDARD
 PW0495'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 PW0495'IS FLUSH WITH GROUND SURFACE.  IT IS 341 FEET WEST OF CENTER OF
 PW0495'T-ROAD INTERSECTION, 161 FEET SOUTHWEST OF A POWERLINE POLE
 PW0495'AND 32 FEET SOUTH OF GRADED ROAD CENTER.  A 4 IN X 4 IN WHITE
 PW0495'WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2130 ***********************************************************************
 AA2130  CBN         -  This is a Cooperative Base Network Control Station.
 AA2130  DESIGNATION -  ASHER
 AA2130  PID         -  AA2130
 AA2130  STATE/COUNTY-  WY/ALBANY
 AA2130  USGS QUAD   -  WINDY PEAK (1992)
 AA2130
 AA2130                         *CURRENT SURVEY CONTROL
 AA2130  ___________________________________________________________________
 AA2130* NAD 83(1993)-  42 16 13.11294(N)    105 32 05.35899(W)     ADJUSTED  
 AA2130* NAVD 88     -      2369.5    (meters)    7774.     (feet)  GPS OBS   
 AA2130  ___________________________________________________________________
 AA2130  X           -  -1,266,432.653 (meters)                     COMP
 AA2130  Y           -  -4,555,854.766 (meters)                     COMP
 AA2130  Z           -   4,269,455.154 (meters)                     COMP
 AA2130  LAPLACE CORR-          -6.45  (seconds)                    DEFLEC99
 AA2130  ELLIP HEIGHT-        2357.90  (meters)          (09/07/01) GPS OBS
 AA2130  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 AA2130
 AA2130  HORZ ORDER  -  B
 AA2130  ELLP ORDER  -  FOURTH    CLASS I
 AA2130
 AA2130.The horizontal coordinates were established by GPS observations
 AA2130.and adjusted by the National Geodetic Survey in October 1994..
 AA2130
 AA2130.The orthometric height was determined by GPS observations and a
 AA2130.high-resolution geoid model.
 AA2130
 AA2130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2130
 AA2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2130
 AA2130.The ellipsoidal height was determined by GPS observations
 AA2130.and is referenced to NAD 83.
 AA2130
 AA2130.The geoid height was determined by GEOID03.
 AA2130
 AA2130;                    North         East     Units Scale Factor Converg.
 AA2130;SPC WY E     -   196,666.306   169,629.363   MT  0.99994884   -0 14 51.5
 AA2130;UTM  13      - 4,679,927.509   455,895.205   MT  0.99962393   -0 21 35.1
 AA2130
 AA2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2130!SPC WY E     -   0.99963033  x   0.99994884  =   0.99957919
 AA2130!UTM  13      -   0.99963033  x   0.99962393  =   0.99925440
 AA2130
 AA2130                          SUPERSEDED SURVEY CONTROL
 AA2130
 AA2130  ELLIP H (10/19/94) 2357.94   (m)                       GP(       ) 4 1
 AA2130
 AA2130.Superseded values are not recommended for survey control.
 AA2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2130.See file dsdata.txt to determine how the superseded data were derived.
 AA2130
 AA2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG5589579928(NAD 83)
 AA2130_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2130_SETTING: 66 = SET IN ROCK OUTCROP
 AA2130_STAMPING: ASHER 1993
 AA2130_MARK LOGO: NGS   
 AA2130_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA2130+STABILITY: POSITION/ELEVATION WELL
 AA2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2130+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2130
 AA2130  HISTORY     - Date     Condition        Report By
 AA2130  HISTORY     - 1993     MONUMENTED       USDA
 AA2130
 AA2130                          STATION DESCRIPTION
 AA2130
 AA2130'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1993
 AA2130'NOTE--DUE TO REMOTENESS OF THE STATION, A FORESTRY SERVICE MAP SHOULD
 AA2130'BE USED IN CONJUNCTION WITH THE DESCRIPTION. STATION IS LOCATED ABOUT
 AA2130'50 KM (31.05 MI) SOUTH OF DOUGLAS, IN THE MEDICINE BOW NATIONAL
 AA2130'FOREST, 1.5 KM (0.95 MI) WEST-NORTHWEST OF EAGLE PEAK, 2 KM (1.25 MI)
 AA2130'SOUTH OF THE CONVERSE-ALBANY COUNTY LINE, 0.66 KM (0.40 MI) SOUTHWEST
 AA2130'OF THE JUNCTION OF FORESTRY SERVICE ROADS 671 AND 653, ALONG ROAD 653,
 AA2130'AT THE TOP OF A RISE, IN ROCK OUTCROP, IN THE NORTHWEST 1/4 OF SECTION
 AA2130'31, T 27 N, R 72 W.  OWNERSHIP--US DEPARTMENT OF AGRICULTURE. TO REACH
 AA2130'FROM THE JUNCTION OF BUSINESS ROUTES OF INTERSTATE HIGHWAY 25, US
 AA2130'HIGHWAYS 20, 26, 87 AND STATE HIGHWAY 94 ON THE WEST SIDE OF DOUGLAS
 AA2130'(ABOUT 0.5 KM (0.30 MI) EAST OF INTERSTATE HIGHWAY EXIT 140), GO SOUTH
 AA2130'ON HIGHWAY 94 FOR 26.92 KM (16.70 MI) TO HIGHWAY END AT FORK AND END
 AA2130'OF PAVEMENT.  KEEP LEFT, SOUTHEAST, ON COUNTY ROUTE 5 FOR 5.71 KM
 AA2130'(3.55 MI) TO COUNTY ROAD 10 ON THE RIGHT.  CONTINUE AHEAD FOR 9.97 KM
 AA2130'(6.20 MI) TO COUNTY ROAD 6 ON THE LEFT.  CONTINUE AHEAD FOR 0.93 KM
 AA2130'(0.55 MI) TO THE WORK CENTER ENTRANCE ROAD ON THE LEFT. CONTINUE AHEAD
 AA2130'ON COUNTY ROAD 5 (FORESTRY SERVICE ROAD 653) FOR 20 M (65.6 FT) TO A
 AA2130'FORK.  BEAR RIGHT, SOUTHWEST ON ROADS 5 AND 653 FOR 5.88 KM (3.65 MI)
 AA2130'TO AN EITHER-WAY FORK.  CONTINUE AHEAD FOR 5.43 KM (3.35 MI) TO
 AA2130'HORSESHOE CREEK.  CONTINUE AHEAD FOR 11.64 KM (7.25 MI) TO A CATTLE
 AA2130'GUARD AT THE COUNTY LINE.  CONTINUE AHEAD FOR 1.73 KM (1.05 MI) TO A
 AA2130'ROAD RIGHT.  TURN RIGHT, SOUTHWEST ON THE FORT FETTERMAN ROAD (ROAD
 AA2130'653) FOR 0.66 KM (0.40 MI) TO TOP OF RISE AND THE STATION ON THE LEFT.
 AA2130'STATION MARK IS A DISK SET FLUSH IN A DRILL HOLE IN THE CENTER OF A
 AA2130'1.5 M (4.9 FT) X 2 M (6.6 FT) FLUSH OUTCROP SLOPING TO THE NORTHEAST
 AA2130'IN THE NORTHERN THIRD OF A 50 M (164.0 FT) LONG NORTHEAST-SOUTHWEST
 AA2130'KNOB.  IT IS 35.5 M (116.5 FT) SOUTHEAST OF, AND 2 M (6.6 FT) HIGHER
 AA2130'THAN THE ROAD CENTER, 5 M (16.4 FT) NORTHEAST OF THE HIGHEST POINT OF
 AA2130'THE KNOB, AND 1 M (3.3 FT) NORTHWEST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0784 ***********************************************************************
 MR0784  DESIGNATION -  ASHLEY ET TP
 MR0784  PID         -  MR0784
 MR0784  STATE/COUNTY-  WY/UINTA
 MR0784  USGS QUAD   -  TABLE MOUNTAIN (1980)
 MR0784
 MR0784                         *CURRENT SURVEY CONTROL
 MR0784  ___________________________________________________________________
 MR0784* NAD 83(1993)-  41 03 22.14426(N)    110 19 30.56936(W)     ADJUSTED  
 MR0784* NAVD 88     -      2783.8    (meters)    9133.     (feet)  VERTCON   
 MR0784  ___________________________________________________________________
 MR0784  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MR0784  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 MR0784
 MR0784  HORZ ORDER  -  THIRD
 MR0784
 MR0784.The horizontal coordinates were established by classical geodetic methods
 MR0784.and adjusted by the National Geodetic Survey in January 1997..
 MR0784
 MR0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0784
 MR0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0784
 MR0784.The geoid height was determined by GEOID03.
 MR0784
 MR0784;                    North         East     Units Scale Factor Converg.
 MR0784;SPC WY W     -   161,784.694   779,672.563   MT  0.99994258   -0 09 31.8
 MR0784;UTM  12      - 4,545,209.753   556,707.222   MT  0.99963958   +0 26 35.7
 MR0784
 MR0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0784!SPC WY W     -   0.99956560  x   0.99994258  =   0.99950820
 MR0784!UTM  12      -   0.99956560  x   0.99963958  =   0.99920534
 MR0784
 MR0784                          SUPERSEDED SURVEY CONTROL
 MR0784
 MR0784  NAD 83(1986)-  41 03 22.13212(N)    110 19 30.55728(W) AD(       ) 3
 MR0784  NAD 27      -  41 03 22.31595(N)    110 19 28.00466(W) AD(       ) 3
 MR0784  NGVD 29 (07/19/86) 2782.2    (m)         9128.     (f) VERT ANG       
 MR0784
 MR0784.Superseded values are not recommended for survey control.
 MR0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0784.See file dsdata.txt to determine how the superseded data were derived.
 MR0784
 MR0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5670745210(NAD 83)
 MR0784_MARKER: W = UNMONUMENTED
 MR0784_SETTING: 0 = UNSPECIFIED SETTING
 MR0784
 MR0784  HISTORY     - Date     Condition        Report By
 MR0784  HISTORY     - 1964     MONUMENTED       USGS
 MR0784
 MR0784                          STATION DESCRIPTION
 MR0784
 MR0784'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MR0784'ABANDONED DUE TO MONUMENTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0249 ***********************************************************************
 NS0249  DESIGNATION -  ASP
 NS0249  PID         -  NS0249
 NS0249  STATE/COUNTY-  WY/FREMONT
 NS0249  USGS QUAD   -  MINERS DELIGHT (1991)
 NS0249
 NS0249                         *CURRENT SURVEY CONTROL
 NS0249  ___________________________________________________________________
 NS0249* NAD 83(1993)-  42 31 00.13242(N)    108 38 58.74059(W)     ADJUSTED  
 NS0249* NAVD 88     -      2429.2    (meters)    7970.     (feet)  VERTCON   
 NS0249  ___________________________________________________________________
 NS0249  LAPLACE CORR-          -9.94  (seconds)                    DEFLEC99
 NS0249  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 NS0249
 NS0249  HORZ ORDER  -  THIRD
 NS0249
 NS0249.The horizontal coordinates were established by classical geodetic methods
 NS0249.and adjusted by the National Geodetic Survey in January 1997..
 NS0249
 NS0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0249
 NS0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0249
 NS0249.The geoid height was determined by GEOID03.
 NS0249
 NS0249;                    North         East     Units Scale Factor Converg.
 NS0249;SPC WYWC     -   223,973.552   608,245.946   MT  0.99993834   +0 04 04.1
 NS0249;UTM  12      - 4,709,824.818   693,072.529   MT  1.00005865   +1 35 19.9
 NS0249
 NS0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0249!SPC WYWC     -   0.99962098  x   0.99993834  =   0.99955934
 NS0249!UTM  12      -   0.99962098  x   1.00005865  =   0.99967960
 NS0249
 NS0249:                Primary Azimuth Mark                     Grid Az
 NS0249:SPC WYWC     -  ROCK                                     160 08 16.9
 NS0249:UTM  12      -  ROCK                                     158 37 01.1
 NS0249
 NS0249|---------------------------------------------------------------------|
 NS0249| PID    Reference Object                     Distance      Geod. Az  |
 NS0249|                                                           dddmmss.s |
 NS0249| NS0209 ROCK                                APPROX.10.4 KM 1601221.0 |
 NS0249|---------------------------------------------------------------------|
 NS0249
 NS0249                          SUPERSEDED SURVEY CONTROL
 NS0249
 NS0249  NAD 83(1986)-  42 31 00.11606(N)    108 38 58.74131(W) AD(       ) 3
 NS0249  NAD 27      -  42 31 00.28330(N)    108 38 56.33535(W) AD(       ) 3
 NS0249  NGVD 29 (07/19/86) 2428.0    (m)         7966.     (f) VERT ANG       
 NS0249
 NS0249.Superseded values are not recommended for survey control.
 NS0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0249.See file dsdata.txt to determine how the superseded data were derived.
 NS0249
 NS0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9307309825(NAD 83)
 NS0249_MARKER: DD = SURVEY DISK
 NS0249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0249
 NS0249  HISTORY     - Date     Condition        Report By
 NS0249  HISTORY     - 1951     MONUMENTED       USGS
 NS0249
 NS0249                          STATION DESCRIPTION
 NS0249
 NS0249'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0249'STATION ASP LIES APPROXIMATELY 5.4 MI.-AIR- E. AND SLIGHTLY N. FROM
 NS0249'ATLANTIC CITY.  STATION LIES AT S. SIDE OF A TIMBERED AND ROCKY,
 NS0249'RIDGE ON A ROCKY ROUND HILL.
 NS0249'
 NS0249'FROM THE JUNCTION OF HIGHWAYS 287 AND 28 PROCEED ON HIGHWAY 28 FOR
 NS0249'18.3 MI.TO ATLANTIC CITY.TURN LEFT AND PROCEED ON THE ATLANTIC CITY RD
 NS0249'FOR 2.3 MI. AND TURN LEFT.  -SIGN SAYING---STANDARD MINING AND
 NS0249'MILLING CO.--- AFTER 3 MI. TURN LEFT AND AGAIN TURN LEFT AFTER .3 MI.
 NS0249'PROCEED ON RD. THRU A MINE AND TURN RIGHT AFTER 2.0 MI. TURN RIGHT
 NS0249'AFTER 0.5 MI. AND STILL ANOTHER RIGHT AFTER .65 MI. PROCEED .5 MI. AND
 NS0249'TURN RIGHT. AFTER ABOUT .5 MI. TURN LEFT THRU SOME HEAVY TIMBER. UPON
 NS0249'EMERGING FROM THE TIMBER TURN RIGHT ACROSS COUNTRY FOR 200 FT. TO
 NS0249'SMALL TOP AND STATION.
 NS0249'
 NS0249'STATION MARK - STANDARD USGS TABLET WELDED INTO A 4 IN. IRON PIPE.
 NS0249'PROJECTING .6 FT. ABOVE GROUND.  STATION IS STAMPED ---W.R. ASP 1951--
 NS0249'
 NS0249'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0781 ***********************************************************************
 OX0781  DESIGNATION -  ASP
 OX0781  PID         -  OX0781
 OX0781  STATE/COUNTY-  WY/SUBLETTE
 OX0781  USGS QUAD   -  KISMET PEAK (1967)
 OX0781
 OX0781                         *CURRENT SURVEY CONTROL
 OX0781  ___________________________________________________________________
 OX0781* NAD 83(1993)-  43 04 55.18560(N)    110 16 24.06396(W)     ADJUSTED  
 OX0781* NAVD 88     -      2526.0    (meters)    8287.     (feet)  VERTCON   
 OX0781  ___________________________________________________________________
 OX0781  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 OX0781  GEOID HEIGHT-         -10.81  (meters)                     GEOID03
 OX0781
 OX0781  HORZ ORDER  -  FIRST
 OX0781
 OX0781.The horizontal coordinates were established by classical geodetic methods
 OX0781.and adjusted by the National Geodetic Survey in January 1997..
 OX0781
 OX0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0781
 OX0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0781
 OX0781.The geoid height was determined by GEOID03.
 OX0781
 OX0781;                    North         East     Units Scale Factor Converg.
 OX0781;SPC WY W     -   386,779.959   784,527.352   MT  0.99994044   -0 07 47.2
 OX0781;UTM  12      - 4,770,176.580   559,149.245   MT  0.99964304   +0 29 46.9
 OX0781
 OX0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0781!SPC WY W     -   0.99960571  x   0.99994044  =   0.99954617
 OX0781!UTM  12      -   0.99960571  x   0.99964304  =   0.99924889
 OX0781
 OX0781|---------------------------------------------------------------------|
 OX0781| PID    Reference Object                     Distance      Geod. Az  |
 OX0781|                                                           dddmmss.s |
 OX0781| CP5295 ASP RM 1                              7.865 METERS 06706     |
 OX0781| CP5296 ASP RM 2                              8.028 METERS 13550     |
 OX0781| CP5294 ASP AZ MK                                          2163009.1 |
 OX0781|---------------------------------------------------------------------|
 OX0781
 OX0781                          SUPERSEDED SURVEY CONTROL
 OX0781
 OX0781  NAD 83(1993)-  43 04 55.18217(N)    110 16 24.06232(W) AD(       ) 1
 OX0781  NAD 83(1986)-  43 04 55.16712(N)    110 16 24.04986(W) AD(       ) 1
 OX0781  NAD 27      -  43 04 55.39000(N)    110 16 21.42900(W) AD(       ) 1
 OX0781  NGVD 29 (07/19/86) 2524.5    (m)         8282.     (f) VERT ANG       
 OX0781
 OX0781.Superseded values are not recommended for survey control.
 OX0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0781.See file dsdata.txt to determine how the superseded data were derived.
 OX0781
 OX0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN5914970177(NAD 83)
 OX0781_MARKER: DS = TRIANGULATION STATION DISK
 OX0781_SETTING: 0 = UNSPECIFIED SETTING
 OX0781
 OX0781  HISTORY     - Date     Condition        Report By
 OX0781  HISTORY     - 1946     MONUMENTED       CGS
 OX0781
 OX0781                          STATION DESCRIPTION
 OX0781
 OX0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0781'THE STATION IS LOCATED ABOUT 25 MILES NORTHWEST OF PINEDALE,
 OX0781'8 MILES WEST OF U.S. HIGHWAY NO. 187, ON A LOW WOODED BUTTE.
 OX0781'IT IS A STANDARD DISK STAMPED ASP 1946, SET IN THE TOP OF A
 OX0781'4-INCH CAST IRON PIPE PROJECTING ABOUT 2 INCHES.  THE MARK
 OX0781'IS 45 FEET EAST OF THE FENCE LINE, AND AT THE SOUTHWEST EDGE
 OX0781'OF THE ASPEN TREES.
 OX0781'
 OX0781'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ASP NO. 1 1946,
 OX0781'SET IN THE TOP OF A CAST IRON PIPE PROJECTING ABOUT 6 INCHES.
 OX0781'IT IS 70 FEET NORTHEAST OF THE EDGE OF THE HILL, AND ABOUT
 OX0781'THE SAME ELEVATION AS THE STATION.
 OX0781'
 OX0781'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ASP NO. 2
 OX0781'1946, SET IN THE TOP OF A CAST IRON PIPE PROJECTING ABOUT 6
 OX0781'INCHES.  IT IS 20 FT. NORTH OF THE EDGE OF THE HILL, AND ABOUT
 OX0781'THE SAME ELEVATION AS THE STATION.
 OX0781'
 OX0781'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ASP 1946, SET
 OX0781'IN THE TOP OF A CAST IRON PIPE PROJECTING ABOUT 1 FOOT.  IT
 OX0781'IS 3 FEET SOUTH OF A LONE TREE AND 2 FEET NORTHWEST OF THE
 OX0781'NORTHWEST CORNER OF A LOG BARN.
 OX0781'
 OX0781'TO REACH THE STATION FROM PINEDALE GO WEST ON U.S. HIGHWAY
 OX0781'187 FOR 11.0 MILES TO (SARGENTS INN), THENCE NORTH ON U.S. HIGHWAY
 OX0781'187 FOR 12.4 MILES TO A SIDE ROAD TO THE LEFT (WEST).  TURN
 OX0781'LEFT AND GO 0.3 MILE TO A FORK, THENCE RIGHT FOR 1.0 MILE TO A
 OX0781'FARM HOME, CONTINUE SOUTH ON THE EAST SIDE OF THE FENCE FOR
 OX0781'0.35 MILE TO A GATE ON THE RIGHT PASS THROUGH THE GATE AND
 OX0781'CONTINUE ON THE SOUTH SIDE OF THE FENCE FOR 0.25 MILE TO A
 OX0781'GATE, PASS THROUGH THE GATE AND GO 1.0 MILE TO ANOTHER GATE,
 OX0781'PASS THROUGH THE GATE AND FOLLOW THE MAIN TRAVELED ROAD FOR
 OX0781'6.0 MILES TO A FARM HOME AND THE AZIMUTH MARK AS DESCRIBED
 OX0781'ABOVE.  FROM THE HOUSE GO NORTHEAST FOR 1.0 MILE TO THE TOP
 OX0781'OF THE HILL AND THE STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1217 ***********************************************************************
 MO1217  DESIGNATION -  ASRM 1
 MO1217  PID         -  MO1217
 MO1217  STATE/COUNTY-  WY/LARAMIE
 MO1217  USGS QUAD   -  GRANITE (1978)
 MO1217
 MO1217                         *CURRENT SURVEY CONTROL
 MO1217  ___________________________________________________________________
 MO1217* NAD 83(1993)-  41 07 06.72376(N)    105 13 14.98090(W)     ADJUSTED  
 MO1217* NAVD 88     -      2326.     (meters)    7631.     (feet)  SCALED    
 MO1217  ___________________________________________________________________
 MO1217  LAPLACE CORR-         -16.78  (seconds)                    DEFLEC99
 MO1217  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 MO1217
 MO1217  HORZ ORDER  -  THIRD
 MO1217
 MO1217.The horizontal coordinates were established by classical geodetic methods
 MO1217.and adjusted by the National Geodetic Survey in January 1997..
 MO1217
 MO1217.The orthometric height was scaled from a topographic map.
 MO1217
 MO1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1217
 MO1217.The geoid height was determined by GEOID03.
 MO1217
 MO1217;                    North         East     Units Scale Factor Converg.
 MO1217;SPC WY E     -    68,685.502   195,451.582   MT  0.99993775   -0 02 08.2
 MO1217;UTM  13      - 4,551,939.132   481,461.330   MT  0.99960423   -0 08 42.8
 MO1217
 MO1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1217!SPC WY E     -   0.99963737  x   0.99993775  =   0.99957514
 MO1217!UTM  13      -   0.99963737  x   0.99960423  =   0.99924174
 MO1217
 MO1217:                Primary Azimuth Mark                     Grid Az
 MO1217:SPC WY E     -  SHERMAN                                  303 24 21.2
 MO1217:UTM  13      -  SHERMAN                                  303 30 55.8
 MO1217
 MO1217|---------------------------------------------------------------------|
 MO1217| PID    Reference Object                     Distance      Geod. Az  |
 MO1217|                                                           dddmmss.s |
 MO1217| MO1222 SHERMAN                             APPROX.14.9 KM 3032213.0 |
 MO1217|---------------------------------------------------------------------|
 MO1217
 MO1217                          SUPERSEDED SURVEY CONTROL
 MO1217
 MO1217  NAD 83(1993)-  41 07 06.70822(N)    105 13 14.98506(W) AD(       ) 3
 MO1217  NAD 83(1986)-  41 07 06.70903(N)    105 13 14.98283(W) AD(       ) 3
 MO1217  NAD 27      -  41 07 06.76561(N)    105 13 13.07634(W) AD(       ) 3
 MO1217
 MO1217.Superseded values are not recommended for survey control.
 MO1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1217.See file dsdata.txt to determine how the superseded data were derived.
 MO1217
 MO1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF8146151939(NAD 83)
 MO1217_MARKER: DD = SURVEY DISK
 MO1217_SETTING: 80 = SET IN A BOULDER
 MO1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1217+STABILITY: SURFACE MOTION
 MO1217
 MO1217  HISTORY     - Date     Condition        Report By
 MO1217  HISTORY     - 1947     MONUMENTED       USGS
 MO1217  HISTORY     - 1961     GOOD             USGS
 MO1217
 MO1217                          STATION DESCRIPTION
 MO1217
 MO1217'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1217'STATION LOCATED IN SEC. 3, T 13 N, R 70 W.
 MO1217'
 MO1217'TO REACH FROM BUFORD, WYOMING, GO E. ON U.S. HIGHWAY 30 3.65 MI. TO
 MO1217'Y-RD. NW., THENCE E. 0.25 MI. TO T-RD. NE., THENCE NE. 1.35 MI. PAST
 MO1217'FARM HOUSE TO HIGH ROCK N. OF CROSSROAD AT POND.  WALK 215 FT. E. TO
 MO1217'TOP AND STATION.
 MO1217
 MO1217                          STATION RECOVERY (1961)
 MO1217
 MO1217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JBF)
 MO1217'STATION MARK--STANDARD TABLET, SET IN BOULDER, STAMPED ---ASRM-1
 MO1217'1947---.
 MO1217'
 MO1217'REFERENCE MARK NO. 1--ROCK WITH DRILL HOLE IN CHISELED ARROW, 31.51
 MO1217'FT. FROM STATION, N 17 DEG 05 MIN E.
 MO1217'
 MO1217'REFERENCE MARK NO. 2--ROCK WITH DRILL HOLE IN CHISELED ARROW, 34.12
 MO1217'FT. FROM STATION, N 59 DEG 44 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1223 ***********************************************************************
 PY1223  DESIGNATION -  ATLANTIC ET
 PY1223  PID         -  PY1223
 PY1223  STATE/COUNTY-  WY/TETON
 PY1223  USGS QUAD   -  TWO OCEAN PASS (1996)
 PY1223
 PY1223                         *CURRENT SURVEY CONTROL
 PY1223  ___________________________________________________________________
 PY1223* NAD 83(1993)-  44 00 37.47800(N)    110 08 07.40905(W)     ADJUSTED  
 PY1223* NAVD 88     -      3202.6    (meters)   10507.     (feet)  VERTCON   
 PY1223  ___________________________________________________________________
 PY1223  LAPLACE CORR-          10.31  (seconds)                    DEFLEC99
 PY1223  GEOID HEIGHT-          -7.58  (meters)                     GEOID03
 PY1223
 PY1223  HORZ ORDER  -  THIRD
 PY1223
 PY1223.The horizontal coordinates were established by classical geodetic methods
 PY1223.and adjusted by the National Geodetic Survey in January 1997..
 PY1223
 PY1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1223
 PY1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1223
 PY1223.The geoid height was determined by GEOID03.
 PY1223
 PY1223;                    North         East     Units Scale Factor Converg.
 PY1223;SPC WY W     -   489,907.307   795,825.611   MT  0.99993771   -0 02 10.2
 PY1223;UTM  12      - 4,873,392.461   569,307.199   MT  0.99965908   +0 36 02.7
 PY1223
 PY1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1223!SPC WY W     -   0.99949926  x   0.99993771  =   0.99943700
 PY1223!UTM  12      -   0.99949926  x   0.99965908  =   0.99915851
 PY1223
 PY1223:                Primary Azimuth Mark                     Grid Az
 PY1223:SPC WY W     -  TWO OCEAN                                352 16 51.2
 PY1223:UTM  12      -  TWO OCEAN                                351 38 38.3
 PY1223
 PY1223|---------------------------------------------------------------------|
 PY1223| PID    Reference Object                     Distance      Geod. Az  |
 PY1223|                                                           dddmmss.s |
 PY1223| PY1224 TWO OCEAN                           APPROX. 9.6 KM 3521441.0 |
 PY1223|---------------------------------------------------------------------|
 PY1223
 PY1223                          SUPERSEDED SURVEY CONTROL
 PY1223
 PY1223  NAD 83(1993)-  44 00 37.47102(N)    110 08 07.40221(W) AD(       ) 3
 PY1223  NAD 83(1986)-  44 00 37.46669(N)    110 08 07.39454(W) AD(       ) 3
 PY1223  NAD 27      -  44 00 37.66299(N)    110 08 04.68663(W) AD(       ) 3
 PY1223  NGVD 29 (07/19/86) 3201.1    (m)        10502.     (f) VERT ANG       
 PY1223
 PY1223.Superseded values are not recommended for survey control.
 PY1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1223.See file dsdata.txt to determine how the superseded data were derived.
 PY1223
 PY1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP6930773392(NAD 83)
 PY1223
 PY1223  HISTORY     - Date     Condition        Report By
 PY1223  HISTORY     - UNK      MONUMENTED
 PY1223  HISTORY     - 1968     GOOD             USGS
 PY1223
 PY1223                          STATION DESCRIPTION
 PY1223
 PY1223'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PY1223'STATION IS LOCATED ABOUT 35.0 MI. (AIRLINE) SE. OF WEST THUMB,
 PY1223'YELLOWSTONE PARK, ABOUT 24.0 MI. (AIRLINE) NE. OF JACKSON LAKE LODGE
 PY1223'AT MORAN JUNCTION, 9.0 MI. (AIRLINE) S. OF THE S. BOUNDARY OF
 PY1223'YELLOWSTONE, 2.5 MI. SE. OF TWO OCEAN PASS AT THE HEAD OF ATLANTIC
 PY1223'AND PACIFIC CREEKS, ON SE. CORNER AND HIGHEST POINT OF TOP LOCATED
 PY1223'AT NW. END OF HIGHER RIDGE.
 PY1223'
 PY1223'STATION REACHED VIA HELICOPTER.
 PY1223'
 PY1223'RECOVERED.
 PY1223'
 PY1223'STATION MARK--STANDARD TABLET, SET IN TOP OF ROCK BOULDER PROJECTING
 PY1223'0.5 FT., STAMPED ---ATLANTIC-ET 1958 VABM 10502---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0417 ***********************************************************************
 NR0417  DESIGNATION -  ATOM
 NR0417  PID         -  NR0417
 NR0417  STATE/COUNTY-  WY/NATRONA
 NR0417  USGS QUAD   -  GARFIELD PEAK (1959)
 NR0417
 NR0417                         *CURRENT SURVEY CONTROL
 NR0417  ___________________________________________________________________
 NR0417* NAD 83(1993)-  42 50 20.10522(N)    107 21 57.10576(W)     ADJUSTED  
 NR0417* NAVD 88     -      2356.     (meters)    7730.     (feet)  VERTCON   
 NR0417  ___________________________________________________________________
 NR0417  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 NR0417  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NR0417
 NR0417  HORZ ORDER  -  THIRD
 NR0417
 NR0417.The horizontal coordinates were established by classical geodetic methods
 NR0417.and adjusted by the National Geodetic Survey in January 1997..
 NR0417
 NR0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0417
 NR0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0417
 NR0417.The geoid height was determined by GEOID03.
 NR0417
 NR0417;                    North         East     Units Scale Factor Converg.
 NR0417;SPC WYEC     -   359,760.636   397,340.771   MT  0.99993759   -0 01 19.6
 NR0417;UTM  13      - 4,745,642.172   306,655.221   MT  1.00005991   -1 36 32.9
 NR0417
 NR0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0417!SPC WYEC     -   0.99963261  x   0.99993759  =   0.99957022
 NR0417!UTM  13      -   0.99963261  x   1.00005991  =   0.99969250
 NR0417
 NR0417:                Primary Azimuth Mark                     Grid Az
 NR0417:SPC WYEC     -  CYCLONE                                  295 32 37.7
 NR0417:UTM  13      -  CYCLONE                                  297 07 51.0
 NR0417
 NR0417|---------------------------------------------------------------------|
 NR0417| PID    Reference Object                     Distance      Geod. Az  |
 NR0417|                                                           dddmmss.s |
 NR0417| NR0419 CYCLONE                             APPROX. 3.7 KM 2953118.1 |
 NR0417|---------------------------------------------------------------------|
 NR0417
 NR0417                          SUPERSEDED SURVEY CONTROL
 NR0417
 NR0417  NAD 83(1986)-  42 50 20.09812(N)    107 21 57.10363(W) AD(       ) 3
 NR0417  NAD 27      -  42 50 20.25751(N)    107 21 54.87171(W) AD(       ) 3
 NR0417  NGVD 29 (07/19/86) 2355.     (m)         7726.     (f) VERT ANG       
 NR0417
 NR0417.Superseded values are not recommended for survey control.
 NR0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0417.See file dsdata.txt to determine how the superseded data were derived.
 NR0417
 NR0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0665545642(NAD 83)
 NR0417
 NR0417  HISTORY     - Date     Condition        Report By
 NR0417  HISTORY     - 1950     MONUMENTED       USGS
 NR0417  HISTORY     - 1957     GOOD             USGS
 NR0417
 NR0417                          STATION DESCRIPTION
 NR0417
 NR0417'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0417'RECOVERED IN GOOD CONDITION.
 NR0417'
 NR0417'STATION IS LOCATED ABOUT 9.0 MI. S-SW. OF WALTMAN AND ABOUT 9.50 MI.
 NR0417'S-SW. OF HILAND.  IT IS LOCATED ON A RIDGE COMPOSED OF GRANITE.  IT
 NR0417'IS ON THE SECOND HUMP ABOUT MIDWAY FROM THE BOTTOM OF THE RIDGE TO
 NR0417'THE TOP.
 NR0417'
 NR0417'TO REACH STATION FROM HARTS STORE IN WALTMAN, GO S. ON WELL TRAVELED,
 NR0417'GRADED RD. FOR 1.3 MI. TO Y-RD., TAKE RIGHT FORK AND CONTINUE SW.
 NR0417'17.75 MI. TO Y-RD., TAKE RIGHT FORK AND CONTINUE W. 0.35 MI. TO Y-RD.,
 NR0417'CONTINUE STRAIGHT AHEAD (W.) 1.96 MI. TO FENCE, GO THROUGH FENCE AND
 NR0417'CONTINUE SW. 0.15 MI. TO Y-RD., TAKE LEFT FORK AND CONTINUE S. ON WELL
 NR0417'TRAVELED DIRT TRACK RD. 2.15 MI. TO WOODEN BRIDGE OVER LARGE DRAIN,
 NR0417'CONTINUE STRAIGHT AHEAD (S.) 0.2 MI. TO GATE IN FENCE, CROSS FENCE AND
 NR0417'CONTINUE S. 0.1 MI. TO Y-RD., TAKE LEFT FORK AND CONTINUE S. ON WELL
 NR0417'TRAVELED BULL-DOZED RD. FOR 3.15 MI. TO Y-RD., TURN LEFT (E.) ON DIRT
 NR0417'TRACK RD. AND CONTINUE 0.15 MI. TO Y-RD., CONTINUE STRAIGHT (E.) 0.5
 NR0417'MI. TO Y-RD.  CONTINUE STRAIGHT AHEAD (E.) FOR 1.1 MI. TO T-RD., TURN
 NR0417'LEFT (N.) AND CONTINUE 0.6 MI. TO WHERE RD. CROSSES DRAIN AT UPPER
 NR0417'END OF A SMALL VALLEY (HUGE BOULDERS STAND UPRIGHT HERE), TURN RIGHT
 NR0417'(NE.) AND FOLLOW DRAIN, CROSS-COUNTRY, 0.65 MI., TURN LEFT (N.) AND
 NR0417'CROSSING DRAIN, CROSS-COUNTRY, UP RIDGE FOR 0.15 MI. AND STATION.
 NR0417'
 NR0417'STATION MARK--A STANDARD TABLET PLACED IN A DRILLED HOLE IN GRANITE
 NR0417'BEDROCK, AND STAMPED ---WR-ATOM 1950---.  STAMPED ---7725--- 1951
 NR0417'HRC.
 NR0417'
 NR0417'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0478 ***********************************************************************
 PW0478  DESIGNATION -  ATT CO RELAY TWR WNW OF BANNER
 PW0478  PID         -  PW0478
 PW0478  STATE/COUNTY-  WY/SHERIDAN
 PW0478  USGS QUAD   -  STORY (1993)
 PW0478
 PW0478                         *CURRENT SURVEY CONTROL
 PW0478  ___________________________________________________________________
 PW0478* NAD 83(1993)-  44 36 28.48693(N)    106 55 25.75794(W)     ADJUSTED  
 PW0478* NAVD 88     -                                                        
 PW0478  ___________________________________________________________________
 PW0478  LAPLACE CORR-         -24.31  (seconds)                    DEFLEC99
 PW0478  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 PW0478
 PW0478  HORZ ORDER  -  THIRD
 PW0478
 PW0478.The horizontal coordinates were established by classical geodetic methods
 PW0478.and adjusted by the National Geodetic Survey in January 1997..
 PW0478
 PW0478
 PW0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0478
 PW0478.The geoid height was determined by GEOID03.
 PW0478
 PW0478;                    North         East     Units Scale Factor Converg.
 PW0478;SPC WYEC     -   556,376.866   432,506.126   MT  0.99995049   +0 17 15.3
 PW0478;UTM  13      - 4,941,196.148   347,342.444   MT  0.99988659   -1 21 04.6
 PW0478
 PW0478                          SUPERSEDED SURVEY CONTROL
 PW0478
 PW0478  NAD 83(1986)-  44 36 28.47202(N)    106 55 25.73055(W) AD(       ) 4
 PW0478  NAD 27      -  44 36 28.59500(N)    106 55 23.48700(W) AD(       ) 3
 PW0478
 PW0478.Superseded values are not recommended for survey control.
 PW0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0478.See file dsdata.txt to determine how the superseded data were derived.
 PW0478
 PW0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4734241196(NAD 83)
 PW0478_MARKER: 55 = TOWER
 PW0478
 PW0478  HISTORY     - Date     Condition        Report By
 PW0478  HISTORY     - 1957     FIRST OBSERVED   CGS
 PW0478  HISTORY     - 1958     GOOD             CGS
 PW0478  HISTORY     - 1970     GOOD             NGS
 PW0478
 PW0478                          STATION DESCRIPTION
 PW0478
 PW0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0478'THE STATION IS ON THE EAST SLOPE OF A MOUNTAIN, ABOUT 3-1/4
 PW0478'MILES NORTH-NORTHWEST OF STORY, 2-1/2 MILES WEST-NORTHWEST OF
 PW0478'BANNER AND 2 MILES WEST-SOUTHWEST OF U.S. HIGHWAY 87.  IT IS
 PW0478'A STRUCTURAL STEEL, FOUR-LEGGED TOWER, SILVER IN COLOR AND 175
 PW0478'FEET IN HEIGHT.  THE POINT OBSERVED WAS THE RED WARNING LIGHT
 PW0478'AT THE TOP-CENTER OF THE TOWER.
 PW0478
 PW0478                          STATION RECOVERY (1958)
 PW0478
 PW0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 PW0478'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PW0478'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 PW0478
 PW0478                          STATION RECOVERY (1970)
 PW0478
 PW0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 PW0478'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 PW0478'
 PW0478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 PW0478'WNW OF BANNER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG8517 ***********************************************************************
 DG8517  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG8517  DESIGNATION -  AUBURN HATCHERY CORS ARP
 DG8517  CORS_ID     -  AHID
 DG8517  PID         -  DG8517
 DG8517  STATE/COUNTY-  WY/LINCOLN
 DG8517  USGS QUAD   -  AUBURN (1980)
 DG8517
 DG8517                         *CURRENT SURVEY CONTROL
 DG8517  ___________________________________________________________________
 DG8517* NAD 83(CORS)-  42 46 23.20941(N)    111 03 49.41653(W)     ADJUSTED  
 DG8517* NAVD 88     -                                                        
 DG8517  ___________________________________________________________________
 DG8517  EPOCH DATE  -        2002.00
 DG8517  X           -  -1,685,814.819 (meters)                     COMP
 DG8517  Y           -  -4,377,139.982 (meters)                     COMP
 DG8517  Z           -   4,310,376.102 (meters)                     COMP
 DG8517  ELLIP HEIGHT-        1976.21  (meters)          (12/??/04) GPS OBS
 DG8517  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 DG8517
 DG8517  HORZ ORDER  -  SPECIAL (CORS)
 DG8517  ELLP ORDER  -  SPECIAL (CORS)
 DG8517
 DG8517.ITRF positions are available for this station.
 DG8517.The coordinates were established by GPS observations
 DG8517.and adjusted by the National Geodetic Survey in December 2004..
 DG8517.The coordinates are valid at the epoch date displayed above.
 DG8517.The epoch date for horizontal control is a decimal equivalence
 DG8517.of Year/Month/Day.
 DG8517
 DG8517
 DG8517.The PID for the CORS L1 Phase Center is DG8518.
 DG8517
 DG8517.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG8517
 DG8517.The ellipsoidal height was determined by GPS observations
 DG8517.and is referenced to NAD 83.
 DG8517
 DG8517.The geoid height was determined by GEOID03.
 DG8517
 DG8517;                    North         East     Units Scale Factor Converg.
 DG8517;SPC WY W     -   352,916.608   719,768.961   MT  1.00001666   -0 39 56.9
 DG8517
 DG8517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8517!SPC WY W     -   0.99969017  x   1.00001666  =   0.99970683
 DG8517
 DG8517                          SUPERSEDED SURVEY CONTROL
 DG8517
 DG8517.No superseded survey control is available for this station.
 DG8517
 DG8517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9478735622(NAD 83)
 DG8517_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG8517
 DG8517                          STATION DESCRIPTION
 DG8517
 DG8517'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG8517'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG8517'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG8517'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG8517'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG8517'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG8518 ***********************************************************************
 DG8518  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG8518  DESIGNATION -  AUBURN HATCHERY CORS L1 PHASE CENTER
 DG8518  CORS_ID     -  AHID
 DG8518  PID         -  DG8518
 DG8518  STATE/COUNTY-  WY/LINCOLN
 DG8518  USGS QUAD   -  AUBURN (1980)
 DG8518
 DG8518                         *CURRENT SURVEY CONTROL
 DG8518  ___________________________________________________________________
 DG8518* NAD 83(CORS)-  42 46 23.20945(N)    111 03 49.41651(W)     ADJUSTED  
 DG8518* NAVD 88     -                                                        
 DG8518  ___________________________________________________________________
 DG8518  EPOCH DATE  -        2002.00
 DG8518  X           -  -1,685,814.847 (meters)                     COMP
 DG8518  Y           -  -4,377,140.057 (meters)                     COMP
 DG8518  Z           -   4,310,376.178 (meters)                     COMP
 DG8518  ELLIP HEIGHT-        1976.32  (meters)          (12/??/04) GPS OBS
 DG8518  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 DG8518
 DG8518  HORZ ORDER  -  SPECIAL (CORS)
 DG8518  ELLP ORDER  -  SPECIAL (CORS)
 DG8518
 DG8518.ITRF positions are available for this station.
 DG8518.The coordinates were established by GPS observations
 DG8518.and adjusted by the National Geodetic Survey in December 2004..
 DG8518.The coordinates are valid at the epoch date displayed above.
 DG8518.The epoch date for horizontal control is a decimal equivalence
 DG8518.of Year/Month/Day.
 DG8518
 DG8518
 DG8518.The PID for the CORS ARP is DG8517.
 DG8518
 DG8518.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG8518
 DG8518.The ellipsoidal height was determined by GPS observations
 DG8518.and is referenced to NAD 83.
 DG8518
 DG8518.The geoid height was determined by GEOID03.
 DG8518
 DG8518;                    North         East     Units Scale Factor Converg.
 DG8518;SPC WY W     -   352,916.609   719,768.961   MT  1.00001666   -0 39 56.9
 DG8518
 DG8518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8518!SPC WY W     -   0.99969015  x   1.00001666  =   0.99970681
 DG8518
 DG8518                          SUPERSEDED SURVEY CONTROL
 DG8518
 DG8518.No superseded survey control is available for this station.
 DG8518
 DG8518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9478735622(NAD 83)
 DG8518_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG8518
 DG8518                          STATION DESCRIPTION
 DG8518
 DG8518'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG8518'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG8518'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG8518'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG8518'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG8518'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0794 ***********************************************************************
 MR0794  DESIGNATION -  AUSTIN
 MR0794  PID         -  MR0794
 MR0794  STATE/COUNTY-  WY/UINTA
 MR0794  USGS QUAD   -  FORT BRIDGER (1978)
 MR0794
 MR0794                         *CURRENT SURVEY CONTROL
 MR0794  ___________________________________________________________________
 MR0794* NAD 83(1993)-  41 19 50.27870(N)    110 26 20.49855(W)     ADJUSTED  
 MR0794* NAVD 88     -      2099.0    (meters)    6886.     (feet)  VERTCON   
 MR0794  ___________________________________________________________________
 MR0794  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 MR0794  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 MR0794
 MR0794  HORZ ORDER  -  SECOND
 MR0794
 MR0794.The horizontal coordinates were established by classical geodetic methods
 MR0794.and adjusted by the National Geodetic Survey in January 1997..
 MR0794
 MR0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0794
 MR0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0794
 MR0794.The geoid height was determined by GEOID03.
 MR0794
 MR0794;                    North         East     Units Scale Factor Converg.
 MR0794;SPC WY W     -   192,298.951   770,225.499   MT  0.99994841   -0 14 05.7
 MR0794;UTM  12      - 4,575,613.279   546,942.207   MT  0.99962712   +0 22 13.7
 MR0794
 MR0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0794!SPC WY W     -   0.99967312  x   0.99994841  =   0.99962154
 MR0794!UTM  12      -   0.99967312  x   0.99962712  =   0.99930036
 MR0794
 MR0794|---------------------------------------------------------------------|
 MR0794| PID    Reference Object                     Distance      Geod. Az  |
 MR0794|                                                           dddmmss.s |
 MR0794| MR0795 HIGHWAY 30 S STA 5214+86             16.759 METERS 02211     |
 MR0794| MR0796 HIGHWAY 30 S STA 5214+86.3            8.907 METERS 08648     |
 MR0794| MR0791 LYMAN MUNICIPAL TANK                APPROX.11.8 KM 0933023.0 |
 MR0794| CP5302 AUSTIN AZ MK                                       2560411.1 |
 MR0794| CP5303 AUSTIN RM 1                          13.658 METERS 25633     |
 MR0794| CP5304 AUSTIN RM 2                          11.930 METERS 34346     |
 MR0794|---------------------------------------------------------------------|
 MR0794
 MR0794                          SUPERSEDED SURVEY CONTROL
 MR0794
 MR0794  NAD 83(1986)-  41 19 50.26612(N)    110 26 20.48873(W) AD(       ) 2
 MR0794  NAD 27      -  41 19 50.44640(N)    110 26 17.90990(W) AD(       ) 2
 MR0794  NGVD 29 (07/19/86) 2097.7    (m)         6882.     (f) VERT ANG       
 MR0794
 MR0794.Superseded values are not recommended for survey control.
 MR0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0794.See file dsdata.txt to determine how the superseded data were derived.
 MR0794
 MR0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4694275613(NAD 83)
 MR0794_MARKER: DS = TRIANGULATION STATION DISK
 MR0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0794
 MR0794  HISTORY     - Date     Condition        Report By
 MR0794  HISTORY     - 1962     MONUMENTED       CGS
 MR0794
 MR0794                          STATION DESCRIPTION
 MR0794
 MR0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0794'THE STATION IS ABOUT 3 MILES WEST-NORTHWEST OF FORT BRIDGER,
 MR0794'1/2 MILE SOUTHWEST OF THE AUSTIN RESERVOIR, 16 MILES EAST OF
 MR0794'THE JUNCTION OF U.S. HIGHWAYS 30 S AND 189 AND ON THE NORTH
 MR0794'RIGHT-OF-WAY OF U.S. HIGHWAY 30 S.
 MR0794'
 MR0794'TO REACH THE STATION FROM THE POST OFFICE IN FORT BRIDGER, GO
 MR0794'WEST ON HIGHWAY 30 S FOR 2.8 MILES TO THE STATION ON THE
 MR0794'RIGHT.  THIS IS 0.1 MILE WEST OF A HIGHWAY SIGN UNION EXIT 1
 MR0794'MILE.  CONTINUE WEST ON THE HIGHWAY FOR 0.75 MILE TO THE
 MR0794'AZIMUTH MARK ON THE LEFT.
 MR0794'
 MR0794'THE STATION MARK IS A STANDARD DISK, STAMPED AUSTIN 1962, SET
 MR0794'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 6
 MR0794'INCHES.  IT IS 3.6 FEET EAST OF A WITNESS POST, 4.4 FEET
 MR0794'NORTH OF AN EAST-WEST RIGHT-OF-WAY FENCE AND ABOUT 6 FEET
 MR0794'HIGHER AND 117 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND
 MR0794'LANE OF THE HIGHWAY.
 MR0794'
 MR0794'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AUSTIN NO 1 1962,
 MR0794'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 3
 MR0794'INCHES.  IT IS 1 FOOT NORTH OF THE FENCE, 112 FEET NORTH OF
 MR0794'THE CENTERLINE OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER THAN THE
 MR0794'STATION.
 MR0794'
 MR0794'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AUSTIN NO 2 1962,
 MR0794'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 4
 MR0794'INCHES.  IT IS 156 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MR0794'43.5 FEET NORTH OF THE FENCE AND AT ABOUT THE SAME ELEVATION AS
 MR0794'THE STATION.
 MR0794'
 MR0794'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AUSTIN 1962,
 MR0794'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST FLUSH WITH THE
 MR0794'GROUND.  IT IS 108.4 FEET SOUTH AND ABOUT 15 FEET HIGHER THAN
 MR0794'THE CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY, 1.8
 MR0794'FEET NORTH OF A RIGHT-OF-WAY FENCE AND 2.0 FEET EAST OF A
 MR0794'WITNESS POST.
 MR0794'
 MR0794'STA. 5214 + 86. (WSHD) IS A BRONZE DISK OF THE WYOMING STATE
 MR0794'HIGHWAY DEPARTMENT, SET IN THE TOP OF A 6 BY 6 INCH CONCRETE
 MR0794'POST PROJECTING 6 INCHES.  IT IS 162 FEET NORTH OF THE
 MR0794'CENTERLINE OF THE HIGHWAY, 51.3 FEET NORTH OF THE FENCE AND ABOUT
 MR0794'2 FEET LOWER THAN THE STATION.  THE DISK IS STAMPED 1.80
 MR0794'1.1 28 STA. 5214 + 86. EL. 6881.56.
 MR0794'
 MR0794'STA. 5214 + 86.3 IS A BRONZE DISK OF THE WYOMING STATE HIGHWAY
 MR0794'DEPARTMENT, SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST
 MR0794'PROJECTING 6 INCHES.  IT IS 1 FOOT NORTH OF THE FENCE, 112
 MR0794'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND AT ABOUT THE
 MR0794'SAME ELEVATION AS THE STATION.  THE DISK IS STAMPED 1.80 1.1
 MR0794'28 ST. 5214 + 86.3 EL. 6882.55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0450 ***********************************************************************
 NR0450  DESIGNATION -  AV 17
 NR0450  PID         -  NR0450
 NR0450  STATE/COUNTY-  WY/NATRONA
 NR0450  USGS QUAD   -  BUCKLIN RESERVOIRS (1981)
 NR0450
 NR0450                         *CURRENT SURVEY CONTROL
 NR0450  ___________________________________________________________________
 NR0450* NAD 83(1993)-  42 26 51.48265(N)    107 22 42.94698(W)     ADJUSTED  
 NR0450* NAVD 88     -      1847.0    (meters)    6060.     (feet)  VERTCON   
 NR0450  ___________________________________________________________________
 NR0450  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 NR0450  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 NR0450
 NR0450  HORZ ORDER  -  THIRD
 NR0450  VERT ORDER  -  THIRD ? (See Below)
 NR0450
 NR0450.The horizontal coordinates were established by classical geodetic methods
 NR0450.and adjusted by the National Geodetic Survey in January 1997..
 NR0450
 NR0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0450.The vertical order pertains to the NGVD 29 superseded value.
 NR0450
 NR0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0450
 NR0450.The geoid height was determined by GEOID03.
 NR0450
 NR0450;                    North         East     Units Scale Factor Converg.
 NR0450;SPC WYEC     -   316,297.734   396,276.552   MT  0.99993767   -0 01 50.0
 NR0450;UTM  13      - 4,702,219.639   304,391.838   MT  1.00007079   -1 36 21.1
 NR0450
 NR0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0450!SPC WYEC     -   0.99971237  x   0.99993767  =   0.99965006
 NR0450!UTM  13      -   0.99971237  x   1.00007079  =   0.99978314
 NR0450
 NR0450:                Primary Azimuth Mark                     Grid Az
 NR0450:SPC WYEC     -  NEMO                                     000 31 46.0
 NR0450:UTM  13      -  NEMO                                     002 06 17.1
 NR0450
 NR0450|---------------------------------------------------------------------|
 NR0450| PID    Reference Object                     Distance      Geod. Az  |
 NR0450|                                                           dddmmss.s |
 NR0450| NR0407 NEMO                                APPROX. 8.4 KM 0002956.0 |
 NR0450|---------------------------------------------------------------------|
 NR0450
 NR0450                          SUPERSEDED SURVEY CONTROL
 NR0450
 NR0450  NAD 83(1986)-  42 26 51.47016(N)    107 22 42.94126(W) AD(       ) 3
 NR0450  NAD 27      -  42 26 51.62014(N)    107 22 40.71313(W) AD(       ) 3
 NR0450  NGVD 29 (07/19/86) 1846.0    (m)         6056.     (f) LEVELING    3  
 NR0450
 NR0450.Superseded values are not recommended for survey control.
 NR0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0450.See file dsdata.txt to determine how the superseded data were derived.
 NR0450
 NR0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0439202220(NAD 83)
 NR0450_MARKER: DD = SURVEY DISK
 NR0450_SETTING: 0 = UNSPECIFIED SETTING
 NR0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0450
 NR0450  HISTORY     - Date     Condition        Report By
 NR0450  HISTORY     - 1948     MONUMENTED       USGS
 NR0450
 NR0450                          STATION DESCRIPTION
 NR0450
 NR0450'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0450'STATION IS LOCATED ABOUT 2 MI. SE. TURKEY TRACT RANCH, 6 MI. NNE.
 NR0450'THREE FORKS.
 NR0450'
 NR0450'TO REACH JUNCTION STATE HIGHWAY 220 AND U.S. HIGHWAY 287 AT THREE
 NR0450'FORKS, GO ENE. ON HIGHWAY 220 8.0 MI. TO JUNCTION TURKEY TRACT RD.,
 NR0450'TURN LEFT AND FOLLOW MAIN RD. NW. 5.1 MI. TO CROSSROADS AND STATION
 NR0450'IN NW. CORNER INTERSECTION, 173 FT. WNW. E. TIP OF GRASS TRIANGLE.
 NR0450'
 NR0450'STATION MARK--STANDARD TABLET SET IN CONCRETE PROJECTING 3 IN.,
 NR0450'STAMPED ---AV-17 1948---.
 NR0450'
 NR0450'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER SET IN CONCRETE
 NR0450'PROJECTING 2 IN., 79.50 FT. FROM STATION, N 35 DEG 47 MIN E.
 NR0450'
 NR0450'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN CONCRETE POST
 NR0450'PROJECTING 4 IN., 171.60 FT. FROM STATION, N 85 DEG 2 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0447 ***********************************************************************
 NR0447  DESIGNATION -  AV 30
 NR0447  PID         -  NR0447
 NR0447  STATE/COUNTY-  WY/NATRONA
 NR0447  USGS QUAD   -  SAVAGE PEAK (1981)
 NR0447
 NR0447                         *CURRENT SURVEY CONTROL
 NR0447  ___________________________________________________________________
 NR0447* NAD 83(1993)-  42 29 15.80300(N)    107 21 07.01872(W)     ADJUSTED  
 NR0447* NAVD 88     -      1856.0    (meters)    6089.     (feet)  VERTCON   
 NR0447  ___________________________________________________________________
 NR0447  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 NR0447  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 NR0447
 NR0447  HORZ ORDER  -  THIRD
 NR0447  VERT ORDER  -  THIRD ? (See Below)
 NR0447
 NR0447.The horizontal coordinates were established by classical geodetic methods
 NR0447.and adjusted by the National Geodetic Survey in January 1997..
 NR0447
 NR0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0447.The vertical order pertains to the NGVD 29 superseded value.
 NR0447
 NR0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0447
 NR0447.The geoid height was determined by GEOID03.
 NR0447
 NR0447;                    North         East     Units Scale Factor Converg.
 NR0447;SPC WYEC     -   320,749.811   398,469.554   MT  0.99993753   -0 00 45.3
 NR0447;UTM  13      - 4,706,610.282   306,706.744   MT  1.00005971   -1 35 20.7
 NR0447
 NR0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0447!SPC WYEC     -   0.99971093  x   0.99993753  =   0.99964848
 NR0447!UTM  13      -   0.99971093  x   1.00005971  =   0.99977062
 NR0447
 NR0447:                Primary Azimuth Mark                     Grid Az
 NR0447:SPC WYEC     -  NEMO                                     332 00 32.5
 NR0447:UTM  13      -  NEMO                                     333 35 07.9
 NR0447
 NR0447|---------------------------------------------------------------------|
 NR0447| PID    Reference Object                     Distance      Geod. Az  |
 NR0447|                                                           dddmmss.s |
 NR0447| NR0407 NEMO                                APPROX. 4.5 KM 3315947.2 |
 NR0447|---------------------------------------------------------------------|
 NR0447
 NR0447                          SUPERSEDED SURVEY CONTROL
 NR0447
 NR0447  NAD 83(1986)-  42 29 15.79121(N)    107 21 07.01272(W) AD(       ) 3
 NR0447  NAD 27      -  42 29 15.94590(N)    107 21 04.79121(W) AD(       ) 3
 NR0447  NGVD 29 (07/19/86) 1855.1    (m)         6086.     (f) LEVELING    3  
 NR0447
 NR0447.Superseded values are not recommended for survey control.
 NR0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0447.See file dsdata.txt to determine how the superseded data were derived.
 NR0447
 NR0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0670706610(NAD 83)
 NR0447_MARKER: DD = SURVEY DISK
 NR0447_SETTING: 0 = UNSPECIFIED SETTING
 NR0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0447
 NR0447  HISTORY     - Date     Condition        Report By
 NR0447  HISTORY     - 1948     MONUMENTED       USGS
 NR0447
 NR0447                          STATION DESCRIPTION
 NR0447
 NR0447'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0447'LOCATED ABOUT 35 MI. W. OF ALCOVA, 1 MI. N. SWEETWATER RIVER.
 NR0447'
 NR0447'TO REACH FROM ALCOVA POST OFFICE, GO SW. ON STATE HIGHWAY 220 19.7
 NR0447'MI. TO JUNCTION DIRT RD. N., TURN RIGHT ON MAIN RD. 3.55 MI. TO Y,
 NR0447'CONTINUE STRAIGHT 7.55 MI. TO BRIDGE, CROSS AND CONTINUE ON MAIN RD.
 NR0447'0.2 MI. TO JUNCTION RD. LEFT, TURN LEFT FOLLOW MAIN RD. TO BUG RANCH
 NR0447'HOUSE 1.3 MI., CONTINUE AROUND HOUSE IN A WESTERLY DIRECTION 0.8 MI.
 NR0447'TO GATE AT T-FENCE, CONTINUE W. 2.4 MI. TO JUNCTION DIM TRAIL LEFT,
 NR0447'TURN LEFT 3.3 MI. TO FENCE LEFT, SW. 1.6 MI. TO FENCE, THENCE ON
 NR0447'LONE DIM TRAIL 2.4 MI. TO JUNCTION TRAILS, TAKE RIGHT 0.75 MI. TO
 NR0447'TRAIL JUNCTION AND STATION SITE ON LEFT 75 FT. E. OF JUNCTION.
 NR0447'
 NR0447'STATION MARK--STANDARD TABLET SET IN CONCRETE PROJECTING 4 IN.,
 NR0447'STAMPED ---AV 30 1948---.
 NR0447'
 NR0447'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER SET IN CONCRETE
 NR0447'PROJECTING 2 IN., 115.60 FT. FROM STATION, N 89 DEG 10 MIN E.
 NR0447'
 NR0447'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN CONCRETE
 NR0447'PROJECTING 4 IN., 64.00 FT. FROM STATION, S 22 DEG 57 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0408 ***********************************************************************
 NR0408  DESIGNATION -  AV 45
 NR0408  PID         -  NR0408
 NR0408  STATE/COUNTY-  WY/NATRONA
 NR0408  USGS QUAD   -  LONE MOUNTAIN (1951)
 NR0408
 NR0408                         *CURRENT SURVEY CONTROL
 NR0408  ___________________________________________________________________
 NR0408* NAD 83(1993)-  42 36 15.87823(N)    107 29 02.70237(W)     ADJUSTED  
 NR0408* NAVD 88     -      1995.9    (meters)    6548.     (feet)  VERTCON   
 NR0408  ___________________________________________________________________
 NR0408  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 NR0408  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 NR0408
 NR0408  HORZ ORDER  -  THIRD
 NR0408  VERT ORDER  -  THIRD ? (See Below)
 NR0408
 NR0408.The horizontal coordinates were established by classical geodetic methods
 NR0408.and adjusted by the National Geodetic Survey in January 1997..
 NR0408
 NR0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0408.The vertical order pertains to the NGVD 29 superseded value.
 NR0408
 NR0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0408
 NR0408.The geoid height was determined by GEOID03.
 NR0408
 NR0408;                    North         East     Units Scale Factor Converg.
 NR0408;SPC WYEC     -   333,721.958   387,629.854   MT  0.99993938   -0 06 07.4
 NR0408;UTM  13      - 4,719,878.013   296,226.908   MT  1.00011090   -1 40 55.7
 NR0408
 NR0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0408!SPC WYEC     -   0.99968898  x   0.99993938  =   0.99962838
 NR0408!UTM  13      -   0.99968898  x   1.00011090  =   0.99979985
 NR0408
 NR0408:                Primary Azimuth Mark                     Grid Az
 NR0408:SPC WYEC     -  KAY                                      310 10 52.7
 NR0408:UTM  13      -  KAY                                      311 45 41.0
 NR0408
 NR0408|---------------------------------------------------------------------|
 NR0408| PID    Reference Object                     Distance      Geod. Az  |
 NR0408|                                                           dddmmss.s |
 NR0408| NR0479 KAY                                 APPROX. 4.1 KM 3100445.3 |
 NR0408|---------------------------------------------------------------------|
 NR0408
 NR0408                          SUPERSEDED SURVEY CONTROL
 NR0408
 NR0408  NAD 83(1986)-  42 36 15.86726(N)    107 29 02.69862(W) AD(       ) 3
 NR0408  NAD 27      -  42 36 16.01775(N)    107 29 00.45344(W) AD(       ) 3
 NR0408  NGVD 29 (07/19/86) 1994.9    (m)         6545.     (f) LEVELING    3  
 NR0408
 NR0408.Superseded values are not recommended for survey control.
 NR0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0408.See file dsdata.txt to determine how the superseded data were derived.
 NR0408
 NR0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9622719878(NAD 83)
 NR0408_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NR0408_SETTING: 0 = UNSPECIFIED SETTING
 NR0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0408
 NR0408  HISTORY     - Date     Condition        Report By
 NR0408  HISTORY     - 1948     MONUMENTED       USGS
 NR0408
 NR0408                          STATION DESCRIPTION
 NR0408
 NR0408'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0408'STATION LOCATED ABOUT 41 MI. NW. ALCOVA, 7.5 MI. N. SWEETWATER RIVER.
 NR0408'
 NR0408'TO REACH FROM POST OFFICE IN ALCOVA, GO SW. ON HIGHWAY 220 19.7 MI.
 NR0408'TO JUNCTION DIRT RD. N.  TURN RIGHT ON MAIN RD. 3.55 MI. TO Y-FORK,
 NR0408'KEEP STRAIGHT RIGHT 7.55 MI. TO BRIDGE, THENCE ON MAIN RD. 0.2 MI. TO
 NR0408'JUNCTION RD. LEFT, TURN LEFT 0.2 MI. TO JUNCTION TRAIL RIGHT, TURN
 NR0408'RIGHT 0.25 MI. TO CROSS TRAILS, KEEP STRAIGHT 0.5 MI. TO CROSS TRAILS
 NR0408'N. OF GATE, THENCE STRAIGHT 3.95 MI. TO JUNCTION TRAILS, TAKE LEFT 2.8
 NR0408'MI. TO JUNCTION TRAILS, KEEP STRAIGHT RIGHT 6.25 MI. TO GATE AND
 NR0408'STATION ON RIGHT 33 FT. N. CENTERLINE RD. IN FENCE LINE.
 NR0408'
 NR0408'STATION MARK--STANDARD CAP SET IN CONCRETE PROJECTING 3 IN., STAMPED
 NR0408'---AV-45 1948---.
 NR0408'
 NR0408'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER SET IN CONCRETE
 NR0408'PROJECTING 3 IN., 62.00 FT. S. OF STATION, N 23 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0483 ***********************************************************************
 NR0483  DESIGNATION -  AV 57
 NR0483  PID         -  NR0483
 NR0483  STATE/COUNTY-  WY/FREMONT
 NR0483  USGS QUAD   -  BLACK ROCK GAP (1951)
 NR0483
 NR0483                         *CURRENT SURVEY CONTROL
 NR0483  ___________________________________________________________________
 NR0483* NAD 83(1993)-  42 36 37.09512(N)    107 37 43.87476(W)     ADJUSTED  
 NR0483* NAVD 88     -      1987.6    (meters)    6521.     (feet)  VERTCON   
 NR0483  ___________________________________________________________________
 NR0483  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 NR0483  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 NR0483
 NR0483  HORZ ORDER  -  THIRD
 NR0483  VERT ORDER  -  THIRD ? (See Below)
 NR0483
 NR0483.The horizontal coordinates were established by classical geodetic methods
 NR0483.and adjusted by the National Geodetic Survey in January 1997..
 NR0483
 NR0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0483.The vertical order pertains to the NGVD 29 superseded value.
 NR0483
 NR0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0483
 NR0483.The geoid height was determined by GEOID03.
 NR0483
 NR0483;                    North         East     Units Scale Factor Converg.
 NR0483;SPC WYWC     -   234,974.947   691,989.684   MT  1.00004157   +0 45 32.7
 NR0483;UTM  13      - 4,720,891.452   284,370.857   MT  1.00017208   -1 46 49.6
 NR0483
 NR0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0483!SPC WYWC     -   0.99969030  x   1.00004157  =   0.99973185
 NR0483!UTM  13      -   0.99969030  x   1.00017208  =   0.99986232
 NR0483
 NR0483:                Primary Azimuth Mark                     Grid Az
 NR0483:SPC WYWC     -  MURPHEE                                  164 25 43.8
 NR0483:UTM  13      -  MURPHEE                                  166 58 06.1
 NR0483
 NR0483|---------------------------------------------------------------------|
 NR0483| PID    Reference Object                     Distance      Geod. Az  |
 NR0483|                                                           dddmmss.s |
 NR0483| NR0482 MURPHEE                             APPROX. 3.7 KM 1651116.5 |
 NR0483|---------------------------------------------------------------------|
 NR0483
 NR0483                          SUPERSEDED SURVEY CONTROL
 NR0483
 NR0483  NAD 83(1986)-  42 36 37.08347(N)    107 37 43.87269(W) AD(       ) 3
 NR0483  NAD 27      -  42 36 37.23852(N)    107 37 41.60752(W) AD(       ) 3
 NR0483  NGVD 29 (07/19/86) 1986.6    (m)         6518.     (f) LEVELING    3  
 NR0483
 NR0483.Superseded values are not recommended for survey control.
 NR0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0483.See file dsdata.txt to determine how the superseded data were derived.
 NR0483
 NR0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH8437120891(NAD 83)
 NR0483_MARKER: DD = SURVEY DISK
 NR0483_SETTING: 0 = UNSPECIFIED SETTING
 NR0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0483
 NR0483  HISTORY     - Date     Condition        Report By
 NR0483  HISTORY     - 1948     MONUMENTED       USGS
 NR0483
 NR0483                          STATION DESCRIPTION
 NR0483
 NR0483'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0483'LOCATED ABOUT 24 MI. NW. OF THREE FORKS, 4 MI. NW. OF MURPHEES RANCH
 NR0483'HOUSE, IN THE SW. 1/4 OF SEC. 32, T 31 N, R 90 W.
 NR0483'
 NR0483'TO REACH FROM THREE FORKS, GO NW. ON U.S. HIGHWAY 287 FOR 17.2 MI. TO
 NR0483'CROSSROADS.  TURN RIGHT (N.) ON GRADED RD. FOR 1.0 MI. TO CATTLEGUARD.
 NR0483'PASS THRU CATTLEGUARD AND CONTINUE 1.8 MI. TO ANOTHER CATTLEGUARD.
 NR0483'PASS THRU CATTLEGUARD AND GO NE. 0.8 MI. TO BRIDGE OVER SWEETWATER
 NR0483'RIVER.  CROSS BRIDGE AND TURN LEFT (N.) FOR 2.3 MI. TO A CATTLEGUARD.
 NR0483'CONTINUE 2.7 MI. TO MURPHEES RANCH HOUSE.  PASS THRU BARNYARD BY GOING
 NR0483'THRU THREE GATES.  GO N. 1.1 MI. TO A RD. FORK.  TAKE LEFT FORK NW.
 NR0483'0.3 MI. TO FENCE AND GATE.  PASS THRU GATE AND GO 1.9 MI. TO RD. FORK
 NR0483'AND STATION.
 NR0483'
 NR0483'STATION MARK--A STANDARD TABLET, STAMPED ---AV 57 6518 1948---, SET
 NR0483'IN TOP OF A CONCRETE POST AND PROJECTING 6 IN. ABOVE GROUND.
 NR0483'
 NR0483'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER SET IN TOP OF A
 NR0483'CONCRETE POST AND PROJECTING 4 IN. ABOVE THE GROUND, 60.88 FT. SW.
 NR0483'OF STATION, N 37 DEG 31 MIN E.
 NR0483'
 NR0483'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER SET IN TOP OF A
 NR0483'CONCRETE POST AND PROJECTING 6 IN. ABOVE THE GROUND, 65.15 FT. SE.
 NR0483'OF STATION, N 50 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0426 ***********************************************************************
 OU0426  DESIGNATION -  AV 6
 OU0426  PID         -  OU0426
 OU0426  STATE/COUNTY-  WY/CONVERSE
 OU0426  USGS QUAD   -  COAL HILL (1984)
 OU0426
 OU0426                         *CURRENT SURVEY CONTROL
 OU0426  ___________________________________________________________________
 OU0426* NAD 83(1993)-  43 00 14.69022(N)    105 47 22.48375(W)     ADJUSTED  
 OU0426* NAVD 88     -      1786.2    (meters)    5860.     (feet)  VERTCON   
 OU0426  ___________________________________________________________________
 OU0426  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 OU0426  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 OU0426
 OU0426  HORZ ORDER  -  THIRD
 OU0426  VERT ORDER  -  THIRD ? (See Below)
 OU0426
 OU0426.The horizontal coordinates were established by classical geodetic methods
 OU0426.and adjusted by the National Geodetic Survey in January 1997..
 OU0426
 OU0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0426.The vertical order pertains to the NGVD 29 superseded value.
 OU0426
 OU0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0426
 OU0426.The geoid height was determined by GEOID03.
 OU0426
 OU0426;                    North         East     Units Scale Factor Converg.
 OU0426;SPC WY E     -   278,295.376   149,213.604   MT  0.99996922   -0 25 29.5
 OU0426;UTM  13      - 4,761,570.385   435,646.846   MT  0.99965095   -0 32 18.8
 OU0426
 OU0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0426!SPC WY E     -   0.99972221  x   0.99996922  =   0.99969143
 OU0426!UTM  13      -   0.99972221  x   0.99965095  =   0.99937325
 OU0426
 OU0426:                Primary Azimuth Mark                     Grid Az
 OU0426:SPC WY E     -  TOUGH                                    168 50 55.4
 OU0426:UTM  13      -  TOUGH                                    168 57 44.7
 OU0426
 OU0426|---------------------------------------------------------------------|
 OU0426| PID    Reference Object                     Distance      Geod. Az  |
 OU0426|                                                           dddmmss.s |
 OU0426| NQ0671 TOUGH                               APPROX. 2.7 KM 1682525.9 |
 OU0426|---------------------------------------------------------------------|
 OU0426
 OU0426                          SUPERSEDED SURVEY CONTROL
 OU0426
 OU0426  NAD 83(1986)-  43 00 14.67150(N)    105 47 22.46561(W) AD(       ) 3
 OU0426  NAD 27      -  43 00 14.79058(N)    105 47 20.46200(W) AD(       ) 3
 OU0426  NGVD 29 (07/19/86) 1785.2    (m)         5857.     (f) LEVELING    3  
 OU0426
 OU0426.Superseded values are not recommended for survey control.
 OU0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0426.See file dsdata.txt to determine how the superseded data were derived.
 OU0426
 OU0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3564761570(NAD 83)
 OU0426_MARKER: DD = SURVEY DISK
 OU0426_SETTING: 0 = UNSPECIFIED SETTING
 OU0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0426
 OU0426  HISTORY     - Date     Condition        Report By
 OU0426  HISTORY     - 1948     MONUMENTED       USGS
 OU0426
 OU0426                          STATION DESCRIPTION
 OU0426
 OU0426'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OU0426'TO REACH STATION FROM POST OFFICE AT GLENROCK, GO E. 1 BLOCK ON U.S.
 OU0426'HIGHWAYS 87 AND 20, THENCE LEFT (N.) 0.95 MI. TO CHICAGO, BURLINGTON
 OU0426'AND QUINCY RAILROAD UNDERPASS, THENCE RIGHT (NE.) 2.55 MI. TO
 OU0426'Y-JUNCTION OF RDS., THENCE LEFT (N.) ON BADGER COAL MINE ROAD 10.7
 OU0426'MI. TO A CROSSROAD, THENCE RIGHT (E.) 4.5 MI. TO AN E-W. FENCE ACROSS
 OU0426'RD.  STATION IS 103 FT. S. OF FENCE AND 27 FT. W. OF RD.
 OU0426'
 OU0426'STATION MARK--STANDARD TABLET SET IN CONCRETE POST 4 IN. ABOVE GROUND,
 OU0426'STAMPED ---AV 6 1948---.
 OU0426'
 OU0426'REFERENCE MARK--COPPER NAIL AND WASHER SET IN TOP OF 4 IN. BY 4 IN.
 OU0426'CONCRETE POST, IN E-W. FENCE LINE, 104.5 FT. N. OF STATION,
 OU0426'S 05 DEG 52 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0487 ***********************************************************************
 NR0487  DESIGNATION -  AV 61
 NR0487  PID         -  NR0487
 NR0487  STATE/COUNTY-  WY/FREMONT
 NR0487  USGS QUAD   -  COYOTE SPRINGS (1984)
 NR0487
 NR0487                         *CURRENT SURVEY CONTROL
 NR0487  ___________________________________________________________________
 NR0487* NAD 83(1993)-  42 39 12.19305(N)    107 44 01.27253(W)     ADJUSTED  
 NR0487* NAVD 88     -      2077.3    (meters)    6815.     (feet)  VERTCON   
 NR0487  ___________________________________________________________________
 NR0487  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 NR0487  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 NR0487
 NR0487  HORZ ORDER  -  THIRD
 NR0487  VERT ORDER  -  THIRD ? (See Below)
 NR0487
 NR0487.The horizontal coordinates were established by classical geodetic methods
 NR0487.and adjusted by the National Geodetic Survey in January 1997..
 NR0487
 NR0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0487.The vertical order pertains to the NGVD 29 superseded value.
 NR0487
 NR0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0487
 NR0487.The geoid height was determined by GEOID03.
 NR0487
 NR0487;                    North         East     Units Scale Factor Converg.
 NR0487;SPC WYWC     -   239,651.950   683,330.611   MT  1.00002290   +0 41 19.2
 NR0487;UTM  13      - 4,725,948.512   275,926.240   MT  1.00021777   -1 51 10.8
 NR0487
 NR0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0487!SPC WYWC     -   0.99967626  x   1.00002290  =   0.99969915
 NR0487!UTM  13      -   0.99967626  x   1.00021777  =   0.99989395
 NR0487
 NR0487:                Primary Azimuth Mark                     Grid Az
 NR0487:SPC WYWC     -  FRANK                                    220 01 26.4
 NR0487:UTM  13      -  FRANK                                    222 33 56.4
 NR0487
 NR0487|---------------------------------------------------------------------|
 NR0487| PID    Reference Object                     Distance      Geod. Az  |
 NR0487|                                                           dddmmss.s |
 NR0487| NR0494 FRANK                               APPROX. 7.9 KM 2204245.6 |
 NR0487|---------------------------------------------------------------------|
 NR0487
 NR0487                          SUPERSEDED SURVEY CONTROL
 NR0487
 NR0487  NAD 83(1986)-  42 39 12.18100(N)    107 44 01.27223(W) AD(       ) 3
 NR0487  NAD 27      -  42 39 12.33566(N)    107 43 58.99911(W) AD(       ) 3
 NR0487  NGVD 29 (07/19/86) 2076.3    (m)         6812.     (f) LEVELING    3  
 NR0487
 NR0487.Superseded values are not recommended for survey control.
 NR0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0487.See file dsdata.txt to determine how the superseded data were derived.
 NR0487
 NR0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7592625949(NAD 83)
 NR0487_MARKER: DD = SURVEY DISK
 NR0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0487+STABILITY: SURFACE MOTION
 NR0487
 NR0487  HISTORY     - Date     Condition        Report By
 NR0487  HISTORY     - 1950     MONUMENTED       USGS
 NR0487
 NR0487                          STATION DESCRIPTION
 NR0487
 NR0487'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0487'STATION IS LOCATED AT CROSSROADS, IN SW. PORTION SEC. 16, T 31 N,
 NR0487'R 91 W.
 NR0487'
 NR0487'TO REACH FROM HOME ON THE RANGE STORE 61 MI. SE. OF LANDER, WYOMING,
 NR0487'ON HIGHWAY 287, GO E. ON HIGHWAY 287 FOR 0.2 MI. TO RANCH RD. N., TURN
 NR0487'LEFT THRU CATTLEGUARD AND FOLLOW MAIN RD. 1.8 MI. TO IRON GATE,
 NR0487'CONTINUE 0.6 MI. TO BRIDGE OVER SWEETWATER RIVER, THENCE NORTHERLY
 NR0487'0.2 MI. TO WOODEN GATE W. OF GREIVES RANCH HOUSE, CONTINUE N. 0.25 MI.
 NR0487'TO Y-RD., TAKE RIGHT (N.) 0.15 MI. TO GATE AT -Y-, TAKE LEFT (N.)
 NR0487'1.05 MI. TO Y-RDS., TAKE RIGHT (NORTHERLY) 1.0 MI. TO GATE AT T-FENCE,
 NR0487'THENCE 0.65 MI. TO Y-RD., TAKE RIGHT (NORTHERLY) ON MAIN TRAVELED RD.
 NR0487'4.2 MI. TO -Y-, TAKE RIGHT (E.) 0.25 MI. TO STREAM CROSSING AT BASE OF
 NR0487'HILL, CROSS STREAM AND FOLLOW RD. 2.7 MI. NORTHWESTERLY TO Y-RD. AT
 NR0487'DRAIN SW., TAKE RIGHT (N.) 0.2 MI. TO CROSSROADS AND STATION ON LEFT,
 NR0487'42.5 FT. W. OF INTERSECTION.
 NR0487'
 NR0487'STATION MARK--STANDARD BRONZE TABLET SET IN 8 IN. X 8 IN. CONCRETE
 NR0487'POST PROJECTING 4 IN., AND STAMPED ---AV 61 1948 EL 6812---.
 NR0487'
 NR0487'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1221 ***********************************************************************
 PY1221  DESIGNATION -  AVALANCHE
 PY1221  PID         -  PY1221
 PY1221  STATE/COUNTY-  WY/PARK
 PY1221  USGS QUAD   -  SYLVAN LAKE (1991)
 PY1221
 PY1221                         *CURRENT SURVEY CONTROL
 PY1221  ___________________________________________________________________
 PY1221* NAD 83(1993)-  44 29 22.12366(N)    110 08 24.15422(W)     ADJUSTED  
 PY1221* NAVD 88     -      3222.9    (meters)   10574.     (feet)  VERTCON   
 PY1221  ___________________________________________________________________
 PY1221  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 PY1221  GEOID HEIGHT-          -7.75  (meters)                     GEOID03
 PY1221
 PY1221  HORZ ORDER  -  FIRST
 PY1221
 PY1221.The horizontal coordinates were established by classical geodetic methods
 PY1221.and adjusted by the National Geodetic Survey in January 1997..
 PY1221
 PY1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1221
 PY1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1221
 PY1221.The geoid height was determined by GEOID03.
 PY1221
 PY1221;                    North         East     Units Scale Factor Converg.
 PY1221;SPC WYWC     -   444,075.303   489,437.323   MT  1.00008778   -0 58 27.2
 PY1221;SPC WY W     -   543,136.911   795,489.389   MT  0.99993775   -0 02 23.1
 PY1221;UTM  12      - 4,926,600.120   568,377.003   MT  0.99965750   +0 36 09.6
 PY1221
 PY1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1221!SPC WYWC     -   0.99949612  x   1.00008778  =   0.99958386
 PY1221!SPC WY W     -   0.99949612  x   0.99993775  =   0.99943390
 PY1221!UTM  12      -   0.99949612  x   0.99965750  =   0.99915380
 PY1221
 PY1221|---------------------------------------------------------------------|
 PY1221| PID    Reference Object                     Distance      Geod. Az  |
 PY1221|                                                           dddmmss.s |
 PY1221| CQ4973 AVALANCHE RM 1                        9.970 METERS 20155     |
 PY1221| CQ4972 AVALANCHE AZ MK                                    2700115.3 |
 PY1221| CQ4974 AVALANCHE RM 2                        6.750 METERS 30159     |
 PY1221| QX0706 ELECTRIC PEAK                       APPROX.79.6 KM 3161827.4 |
 PY1221| PY1209 PELICAN CONE LOOKOUT HOUSE          APPROX.18.1 KM 3463247.4 |
 PY1221|---------------------------------------------------------------------|
 PY1221
 PY1221                          SUPERSEDED SURVEY CONTROL
 PY1221
 PY1221  NAD 83(1993)-  44 29 22.12017(N)    110 08 24.14828(W) AD(       ) 1
 PY1221  NAD 83(1986)-  44 29 22.11175(N)    110 08 24.14139(W) AD(       ) 1
 PY1221  NAD 27      -  44 29 22.31000(N)    110 08 21.45900(W) AD(       ) 1
 PY1221  NGVD 29 (07/19/86) 3221.6    (m)        10570.     (f) VERT ANG       
 PY1221
 PY1221.Superseded values are not recommended for survey control.
 PY1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1221.See file dsdata.txt to determine how the superseded data were derived.
 PY1221
 PY1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ6837726600(NAD 83)
 PY1221_MARKER: DS = TRIANGULATION STATION DISK
 PY1221_SETTING: 0 = UNSPECIFIED SETTING
 PY1221
 PY1221  HISTORY     - Date     Condition        Report By
 PY1221  HISTORY     - 1950     MONUMENTED       CGS
 PY1221  HISTORY     - 1958     GOOD             USGS
 PY1221  HISTORY     - 1970     GOOD             USGS
 PY1221
 PY1221                          STATION DESCRIPTION
 PY1221
 PY1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PY1221'THE STATION IS LOCATED ABOUT 14 MILES AIR LINE SOUTHEAST OF FISHING
 PY1221'BRIDGE, 7 MILES WEST OF THE EAST ENTRANCE TO THE PARK, 1.5 MILES
 PY1221'NORTHEAST OF THE PARK HIGHWAY, AND SYLVAN LAKE, ON THE MOST
 PY1221'NORTHERN POINT OF AVALANCHE MOUNTAIN.  THE MARK IS 24 FEET
 PY1221'WEST OF A CAIRN.  IT IS A BRONZE DISK WELDED TO THE TOP OF A
 PY1221'2-INCH SECTION OF CAST IRON SOIL PIPE, PROJECTING 4 INCHES,
 PY1221'AND STAMPED AVALANCHE 1950.
 PY1221'
 PY1221'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE SOUTH EDGE OF THE
 PY1221'POINT.  IT IS A BRONZE DISK WELDED TO THE TOP OF A 2-INCH SECTION
 PY1221'OF CAST IRON SOIL PIPE, PROJECTS 6 INCHES, AND STAMPED AVALANCHE
 PY1221'NO 1 1950.
 PY1221'
 PY1221'REFERENCE MARK NO. 2 IS 40 FEET EAST OF THE WEST EDGE OF THE
 PY1221'POINT.  IT IS A BRONZE DISK WELDED TO THE TOP OF A 2-INCH
 PY1221'SECTION OF CAST IRON SOIL PIPE, PROJECTS 6 INCHES, AND STAMPED
 PY1221'AVALANCHE NO 2 1950.
 PY1221'
 PY1221'THE AZIMUTH MARK IS LOCATED AT THE FOOT OF A SMALL GRASSY
 PY1221'DRAW 21 FEET NORTHWEST OF THE PARK HIGHWAY AND 1.5 FEET NORTHEAST
 PY1221'OF A WITNESS POST.  IT IS A BRONZE DISK WELDED TO THE TOP OF A
 PY1221'2-INCH SECTION OF CAST IRON SOIL PIPE, PROJECTS 4 INCHES, AND
 PY1221'STAMPED AVALANCHE 1950.
 PY1221'
 PY1221'TO REACH THE STATION FROM THE EAST ENTRANCE TO YELLOWSTONE
 PY1221'NATIONAL PARK, GO WESTERLY ON THE PARK HIGHWAY FOR 8.5 MILES TO A
 PY1221'SIDE ROAD RIGHT AT SYLVAN LAKE, (TO REACH THE AZIMUTH MARK
 PY1221'FROM THIS POINT, CONTINUE WESTERLY FOR 0.1 MILE TO A SIGN SYLVAN
 PY1221'LAKE, CONTINUE WESTERLY UP GRADE FOR 1.6 MILES TO THE AZIMUTH
 PY1221'MARK ON THE RIGHT).  TURN RIGHT, NORTHERLY, AND FOLLOW A DIM
 PY1221'TRACK ROAD FOR 0.15 MILE TO THE END OF TRUCK TRAVEL.  FROM
 PY1221'HERE PACK EASTERLY UP THE SIDE OF THE MOUNTAIN THROUGH THE
 PY1221'TIMBER UNTIL COMING TO THE END OF THE TIMBER.  THEN PACK
 PY1221'NORTHEASTERLY UP THE REMAINING DISTANCE TO THE TOP OF THE
 PY1221'MOUNTAIN AND THE STATION ON THE MOST NORTHERN OF TWO HIGH
 PY1221'POINTS.  PACKING TIME--2.5 HOURS.
 PY1221
 PY1221                          STATION RECOVERY (1958)
 PY1221
 PY1221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (IJB)
 PY1221'RECOVERED.
 PY1221'
 PY1221'STATION MARK--BRONZE DISK, WELDED TO TOP OF A 2 IN. SECTION OF CAST
 PY1221'IRON SOIL PIPE PROJECTING 4 IN., AND STAMPED ---AVALANCHE 1950---.
 PY1221
 PY1221                          STATION RECOVERY (1970)
 PY1221
 PY1221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (IGT)
 PY1221'FOUND AS DESCRIBED.
 PY1221'
 PY1221'RECOVERED.
 PY1221'
 PY1221'STATION MARK--USC AND GS DISK, WELDED TO THE TOP OF A 2 IN. SECTION
 PY1221'OF CAST IRON SOIL PIPE, PROJECTING 4 IN., STAMPED ---AVLANCHE
 PY1221'1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0507 ***********************************************************************
 MO0507  DESIGNATION -  B 1
 MO0507  PID         -  MO0507
 MO0507  STATE/COUNTY-  WY/LARAMIE
 MO0507  USGS QUAD   -  HORSE CREEK (1962)
 MO0507
 MO0507                         *CURRENT SURVEY CONTROL
 MO0507  ___________________________________________________________________
 MO0507* NAD 83(1986)-  41 25 17.     (N)    105 11 37.     (W)     SCALED    
 MO0507* NAVD 88     -      1986.374  (meters)    6516.96   (feet)  ADJUSTED  
 MO0507  ___________________________________________________________________
 MO0507  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 MO0507  DYNAMIC HT  -        1984.688 (meters)    6511.43  (feet)  COMP
 MO0507  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 MO0507
 MO0507  VERT ORDER  -  FIRST     CLASS II
 MO0507
 MO0507.The horizontal coordinates were scaled from a topographic map and have
 MO0507.an estimated accuracy of +/- 6 seconds.
 MO0507
 MO0507.The orthometric height was determined by differential leveling
 MO0507.and adjusted by the National Geodetic Survey in June 1991..
 MO0507
 MO0507.The geoid height was determined by GEOID03.
 MO0507
 MO0507.The dynamic height is computed by dividing the NAVD 88
 MO0507.geopotential number by the normal gravity value computed on the
 MO0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0507.degrees latitude (g = 980.6199 gals.).
 MO0507
 MO0507.The modeled gravity was interpolated from observed gravity values.
 MO0507
 MO0507;                    North         East    Units  Estimated Accuracy
 MO0507;SPC WY E     -   102,320.      197,750.      MT  (+/- 180 meters Scaled)
 MO0507
 MO0507                          SUPERSEDED SURVEY CONTROL
 MO0507
 MO0507  NGVD 29 (??/??/92) 1985.344  (m)         6513.58   (f) ADJ UNCH    1 2
 MO0507
 MO0507.Superseded values are not recommended for survey control.
 MO0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0507.See file dsdata.txt to determine how the superseded data were derived.
 MO0507
 MO0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF838855(NAD 83)
 MO0507_MARKER: Z = SEE DESCRIPTION
 MO0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0507_SP_SET: SANDSTONE
 MO0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0507+STABILITY: SURFACE MOTION
 MO0507
 MO0507  HISTORY     - Date     Condition        Report By
 MO0507  HISTORY     - UNK      MONUMENTED       CGS
 MO0507  HISTORY     - 1954     GOOD             NGS
 MO0507
 MO0507                          STATION DESCRIPTION
 MO0507
 MO0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0507'0.3 MI E FROM HORSE CREEK.
 MO0507'0.3 MILE EAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0507'THE STATION AT HORSE CREEK, 0.25 MILE WEST OF A ROAD CROSSING,
 MO0507'40.3 FEET NORTH OF THE NORTH RAIL, 47 FEET SOUTH OF THE CENTER
 MO0507'LINE OF A TRACK ROAD, 57 FEET SOUTH OF A FENCE, 14 FEET WEST
 MO0507'OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.3
 MO0507'FEET EAST OF A WITNESS POST, IN THE TOP OF A SANDSTONE POST
 MO0507'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, SURROUNDED BY THE
 MO0507'LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0227 ***********************************************************************
 MO0227  DESIGNATION -  B 100
 MO0227  PID         -  MO0227
 MO0227  STATE/COUNTY-  WY/LARAMIE
 MO0227  USGS QUAD   -  BORIE (1994)
 MO0227
 MO0227                         *CURRENT SURVEY CONTROL
 MO0227  ___________________________________________________________________
 MO0227* NAD 83(1986)-  41 04 49.     (N)    104 53 42.     (W)     SCALED    
 MO0227* NAVD 88     -      1921.620  (meters)    6304.51   (feet)  ADJUSTED  
 MO0227  ___________________________________________________________________
 MO0227  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 MO0227  DYNAMIC HT  -        1919.924 (meters)    6298.95  (feet)  COMP
 MO0227  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 MO0227
 MO0227  VERT ORDER  -  FIRST     CLASS II
 MO0227
 MO0227.The horizontal coordinates were scaled from a topographic map and have
 MO0227.an estimated accuracy of +/- 6 seconds.
 MO0227
 MO0227.The orthometric height was determined by differential leveling
 MO0227.and adjusted by the National Geodetic Survey in June 1991..
 MO0227
 MO0227.The geoid height was determined by GEOID03.
 MO0227
 MO0227.The dynamic height is computed by dividing the NAVD 88
 MO0227.geopotential number by the normal gravity value computed on the
 MO0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0227.degrees latitude (g = 980.6199 gals.).
 MO0227
 MO0227.The modeled gravity was interpolated from observed gravity values.
 MO0227
 MO0227;                    North         East    Units  Estimated Accuracy
 MO0227;SPC WY E     -    64,470.      222,830.      MT  (+/- 180 meters Scaled)
 MO0227
 MO0227                          SUPERSEDED SURVEY CONTROL
 MO0227
 MO0227  NGVD 29 (??/??/92) 1920.569  (m)         6301.07   (f) ADJ UNCH    1 2
 MO0227
 MO0227.Superseded values are not recommended for survey control.
 MO0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0227.See file dsdata.txt to determine how the superseded data were derived.
 MO0227
 MO0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF088476(NAD 83)
 MO0227_MARKER: DB = BENCH MARK DISK
 MO0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0227_STAMPING: B 100 1956
 MO0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0227+STABILITY: SURFACE MOTION
 MO0227
 MO0227  HISTORY     - Date     Condition        Report By
 MO0227  HISTORY     - 1956     MONUMENTED       CGS
 MO0227
 MO0227                          STATION DESCRIPTION
 MO0227
 MO0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0227'6.1 MI SW FROM CHEYENNE.
 MO0227'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0227'STATION AT CHEYENNE, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT ROAD,
 MO0227'THENCE 2.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD, AT A
 MO0227'ROAD CROSSING, 113.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 MO0227'THE SOUTHWEST TRACK, 54 FEET NORTHWEST OF THE CENTER LINE OF A
 MO0227'DIRT ROAD, 12.2 FEET NORTHWEST OF A POWER POLE, 46.7 FEET
 MO0227'NORTHEAST OF A FENCE, IN LINE WITH A ROW OF POLES, 2 FEET
 MO0227'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0227'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 22, TOWNSHIP
 MO0227'13 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0630 ***********************************************************************
 MO0630  DESIGNATION -  B 101
 MO0630  PID         -  MO0630
 MO0630  STATE/COUNTY-  WY/ALBANY
 MO0630  USGS QUAD   -  LARAMIE SW (1978)
 MO0630
 MO0630                         *CURRENT SURVEY CONTROL
 MO0630  ___________________________________________________________________
 MO0630* NAD 83(1986)-  41 19 43.     (N)    105 43 27.     (W)     SCALED    
 MO0630* NAVD 88     -      2224.304  (meters)    7297.57   (feet)  ADJUSTED  
 MO0630  ___________________________________________________________________
 MO0630  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 MO0630  DYNAMIC HT  -        2222.356 (meters)    7291.18  (feet)  COMP
 MO0630  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 MO0630
 MO0630  VERT ORDER  -  FIRST     CLASS II
 MO0630
 MO0630.The horizontal coordinates were scaled from a topographic map and have
 MO0630.an estimated accuracy of +/- 6 seconds.
 MO0630
 MO0630.The orthometric height was determined by differential leveling
 MO0630.and adjusted by the National Geodetic Survey in June 1991..
 MO0630
 MO0630.The geoid height was determined by GEOID03.
 MO0630
 MO0630.The dynamic height is computed by dividing the NAVD 88
 MO0630.geopotential number by the normal gravity value computed on the
 MO0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0630.degrees latitude (g = 980.6199 gals.).
 MO0630
 MO0630.The modeled gravity was interpolated from observed gravity values.
 MO0630
 MO0630;                    North         East    Units  Estimated Accuracy
 MO0630;SPC WY E     -    92,160.      153,330.      MT  (+/- 180 meters Scaled)
 MO0630
 MO0630                          SUPERSEDED SURVEY CONTROL
 MO0630
 MO0630  NGVD 29 (??/??/92) 2223.230  (m)         7294.05   (f) ADJ UNCH    1 2
 MO0630
 MO0630.Superseded values are not recommended for survey control.
 MO0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0630.See file dsdata.txt to determine how the superseded data were derived.
 MO0630
 MO0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF394754(NAD 83)
 MO0630_MARKER: DB = BENCH MARK DISK
 MO0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0630_STAMPING: B 101 1956
 MO0630_MARK LOGO: CGS   
 MO0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0630+STABILITY: SURFACE MOTION
 MO0630
 MO0630  HISTORY     - Date     Condition        Report By
 MO0630  HISTORY     - 1956     MONUMENTED       CGS
 MO0630  HISTORY     - 1958     GOOD             NGS
 MO0630  HISTORY     - 19990824 GOOD             WYDT
 MO0630
 MO0630                          STATION DESCRIPTION
 MO0630
 MO0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0630'7.1 MI W FROM LARAMIE.
 MO0630'7.1 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0630'RAILROAD FROM THE STATION AT LARAMIE, AT A CURVE IN THE RAILROAD,
 MO0630'28.2 FEET NORTH OF THE NORTH RAIL, 7.3 FEET WEST OF MILEPOST 7,
 MO0630'2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0630'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 MO0630'1/4 OF SECTION 29, TOWNSHIP 16 NORTH, RANGE 74 WEST.
 MO0630
 MO0630                          STATION RECOVERY (1958)
 MO0630
 MO0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MO0630'RECOVERED IN GOOD CONDITION.
 MO0630
 MO0630                          STATION RECOVERY (1999)
 MO0630
 MO0630'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0630'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION.  PHONE NUMBER
 MO0630'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MO0630'GOOD CONDITION.  THE RAILROAD TRACKS ARE BEING REMOVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0087 ***********************************************************************
 MP0087  DESIGNATION -  B 102
 MP0087  PID         -  MP0087
 MP0087  STATE/COUNTY-  WY/ALBANY
 MP0087  USGS QUAD   -  FOXPARK (1992)
 MP0087
 MP0087                         *CURRENT SURVEY CONTROL
 MP0087  ___________________________________________________________________
 MP0087* NAD 83(1986)-  41 06 58.     (N)    106 08 52.     (W)     SCALED    
 MP0087* NAVD 88     -      2739.250  (meters)    8987.02   (feet)  ADJUSTED  
 MP0087  ___________________________________________________________________
 MP0087  GEOID HEIGHT-         -10.63  (meters)                     GEOID03
 MP0087  DYNAMIC HT  -        2736.555 (meters)    8978.18  (feet)  COMP
 MP0087  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 MP0087
 MP0087  VERT ORDER  -  FIRST     CLASS II
 MP0087
 MP0087.The horizontal coordinates were scaled from a topographic map and have
 MP0087.an estimated accuracy of +/- 6 seconds.
 MP0087
 MP0087.The orthometric height was determined by differential leveling
 MP0087.and adjusted by the National Geodetic Survey in June 1991..
 MP0087
 MP0087.The geoid height was determined by GEOID03.
 MP0087
 MP0087.The dynamic height is computed by dividing the NAVD 88
 MP0087.geopotential number by the normal gravity value computed on the
 MP0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0087.degrees latitude (g = 980.6199 gals.).
 MP0087
 MP0087.The modeled gravity was interpolated from observed gravity values.
 MP0087
 MP0087;                    North         East    Units  Estimated Accuracy
 MP0087;SPC WY E     -    68,880.      117,600.      MT  (+/- 180 meters Scaled)
 MP0087
 MP0087                          SUPERSEDED SURVEY CONTROL
 MP0087
 MP0087  NGVD 29 (??/??/92) 2737.953  (m)         8982.77   (f) ADJ UNCH    1 2
 MP0087
 MP0087.Superseded values are not recommended for survey control.
 MP0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0087.See file dsdata.txt to determine how the superseded data were derived.
 MP0087
 MP0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF036522(NAD 83)
 MP0087_MARKER: DB = BENCH MARK DISK
 MP0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0087_STAMPING: B 102 1956
 MP0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0087+STABILITY: SURFACE MOTION
 MP0087
 MP0087  HISTORY     - Date     Condition        Report By
 MP0087  HISTORY     - 1956     MONUMENTED       CGS
 MP0087
 MP0087                          STATION DESCRIPTION
 MP0087
 MP0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0087'2.6 MI N FROM FOXPARK.
 MP0087'2.6 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0087'RAILROAD FROM THE STATION AT FOXPARK, 25 FEET WEST OF THE WEST RAIL,
 MP0087'20.6 FEET NORTH OF MILEPOST 52, 2.6 FEET EAST OF A WITNESS POST, SET
 MP0087'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MP0087'GROUND, IN THE NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 13 NORTH, RANGE
 MP0087'78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0123 ***********************************************************************
 MQ0123  DESIGNATION -  B 103
 MQ0123  PID         -  MQ0123
 MQ0123  STATE/COUNTY-  WY/SWEETWATER
 MQ0123  USGS QUAD   -  BAXTER (1978)
 MQ0123
 MQ0123                         *CURRENT SURVEY CONTROL
 MQ0123  ___________________________________________________________________
 MQ0123* NAD 83(1986)-  41 37 06.     (N)    109 05 39.     (W)     SCALED    
 MQ0123* NAVD 88     -      1926.377  (meters)    6320.12   (feet)  ADJUSTED  
 MQ0123  ___________________________________________________________________
 MQ0123  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MQ0123  DYNAMIC HT  -        1924.775 (meters)    6314.87  (feet)  COMP
 MQ0123  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 MQ0123
 MQ0123  VERT ORDER  -  FIRST     CLASS II
 MQ0123
 MQ0123.The horizontal coordinates were scaled from a topographic map and have
 MQ0123.an estimated accuracy of +/- 6 seconds.
 MQ0123
 MQ0123.The orthometric height was determined by differential leveling
 MQ0123.and adjusted by the National Geodetic Survey in June 1991..
 MQ0123
 MQ0123.The geoid height was determined by GEOID03.
 MQ0123
 MQ0123.The dynamic height is computed by dividing the NAVD 88
 MQ0123.geopotential number by the normal gravity value computed on the
 MQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0123.degrees latitude (g = 980.6199 gals.).
 MQ0123
 MQ0123.The modeled gravity was interpolated from observed gravity values.
 MQ0123
 MQ0123;                    North         East    Units  Estimated Accuracy
 MQ0123;SPC WYWC     -   124,250.      571,320.      MT  (+/- 180 meters Scaled)
 MQ0123
 MQ0123                          SUPERSEDED SURVEY CONTROL
 MQ0123
 MQ0123  NGVD 29 (06/08/92) 1925.109  (m)         6315.96   (f) ADJUSTED    1 2
 MQ0123
 MQ0123.Superseded values are not recommended for survey control.
 MQ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0123.See file dsdata.txt to determine how the superseded data were derived.
 MQ0123
 MQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM587091(NAD 83)
 MQ0123_MARKER: DB = BENCH MARK DISK
 MQ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0123_STAMPING: B 103 1956
 MQ0123_MARK LOGO: CGS   
 MQ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0123+STABILITY: SURFACE MOTION
 MQ0123
 MQ0123  HISTORY     - Date     Condition        Report By
 MQ0123  HISTORY     - 1956     MONUMENTED       CGS
 MQ0123  HISTORY     - 1973     GOOD             NGS
 MQ0123  HISTORY     - 1983     GOOD             NGS
 MQ0123
 MQ0123                          STATION DESCRIPTION
 MQ0123
 MQ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0123'7.2 MI E FROM ROCK SPRINGS.
 MQ0123'7.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0123'ROCK SPRINGS, 0.9 MILE EAST OF THE STATION SIGN AT BAXTER, 8 POLES
 MQ0123'EAST OF MILEPOST 795, 87 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MQ0123'TRACK, 66 FEET NORTHWEST OF A TELEPHONE POLE, 3.4 FEET NORTH OF A
 MQ0123'FENCE, 2.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MQ0123'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF
 MQ0123'SECTION 13, TOWNSHIP 19 NORTH, RANGE 104 WEST.
 MQ0123
 MQ0123                          STATION RECOVERY (1973)
 MQ0123
 MQ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MQ0123'RECOVERED IN GOOD CONDITION.
 MQ0123
 MQ0123                          STATION RECOVERY (1983)
 MQ0123
 MQ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0006 ***********************************************************************
 NQ0006  DESIGNATION -  B 104
 NQ0006  PID         -  NQ0006
 NQ0006  STATE/COUNTY-  WY/NIOBRARA
 NQ0006  USGS QUAD   -  VAN TASSELL (1977)
 NQ0006
 NQ0006                         *CURRENT SURVEY CONTROL
 NQ0006  ___________________________________________________________________
 NQ0006* NAD 83(1986)-  42 39 39.     (N)    104 05 00.     (W)     SCALED    
 NQ0006* NAVD 88     -      1441.630  (meters)    4729.75   (feet)  ADJUSTED  
 NQ0006  ___________________________________________________________________
 NQ0006  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 NQ0006  DYNAMIC HT  -        1440.786 (meters)    4726.98  (feet)  COMP
 NQ0006  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 NQ0006
 NQ0006  VERT ORDER  -  FIRST     CLASS II
 NQ0006
 NQ0006.The horizontal coordinates were scaled from a topographic map and have
 NQ0006.an estimated accuracy of +/- 6 seconds.
 NQ0006
 NQ0006.The orthometric height was determined by differential leveling
 NQ0006.and adjusted by the National Geodetic Survey in June 1991..
 NQ0006
 NQ0006.The geoid height was determined by GEOID03.
 NQ0006
 NQ0006.The dynamic height is computed by dividing the NAVD 88
 NQ0006.geopotential number by the normal gravity value computed on the
 NQ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0006.degrees latitude (g = 980.6199 gals.).
 NQ0006
 NQ0006.The modeled gravity was interpolated from observed gravity values.
 NQ0006
 NQ0006;                    North         East    Units  Estimated Accuracy
 NQ0006;SPC WY E     -   240,550.      288,820.      MT  (+/- 180 meters Scaled)
 NQ0006
 NQ0006                          SUPERSEDED SURVEY CONTROL
 NQ0006
 NQ0006  NGVD 29 (??/??/92) 1440.935  (m)         4727.47   (f) ADJ UNCH    1 2
 NQ0006
 NQ0006.Superseded values are not recommended for survey control.
 NQ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0006.See file dsdata.txt to determine how the superseded data were derived.
 NQ0006
 NQ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH751235(NAD 83)
 NQ0006_MARKER: DB = BENCH MARK DISK
 NQ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0006_STAMPING: B 104 1954
 NQ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0006+STABILITY: SURFACE MOTION
 NQ0006
 NQ0006  HISTORY     - Date     Condition        Report By
 NQ0006  HISTORY     - 1954     MONUMENTED       CGS
 NQ0006
 NQ0006                          STATION DESCRIPTION
 NQ0006
 NQ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0006'0.4 MI E FROM VAN TASSELL.
 NQ0006'0.4 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0006'THE STATION AT VAN TASSELL, 2 1/2 POLES EAST OF A ROAD CROSSING,
 NQ0006'88 FEET SOUTHWEST OF MILEPOST 471, 55 FEET SOUTH OF THE SOUTH
 NQ0006'RAIL OF THE MAIN TRACK, 7 FEET SOUTH OF A FENCE CORNER, 3 FEET
 NQ0006'WEST OF A NORTH AND SOUTH FENCE, 2.5 FEET NORTH OF A WITNESS
 NQ0006'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 NQ0006'ABOVE THE GROUND.  IN SECTION 16, TOWNSHIP 31 NORTH, RANGE 60
 NQ0006'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0784 ***********************************************************************
 NQ0784  DESIGNATION -  B 105 RESET
 NQ0784  PID         -  NQ0784
 NQ0784  STATE/COUNTY-  WY/NIOBRARA
 NQ0784  USGS QUAD   -  BILLS CREEK (1981)
 NQ0784
 NQ0784                         *CURRENT SURVEY CONTROL
 NQ0784  ___________________________________________________________________
 NQ0784* NAD 83(1986)-  42 47 02.     (N)    104 38 23.     (W)     SCALED    
 NQ0784* NAVD 88     -      1609.89   (meters)    5281.8    (feet)  RESET     
 NQ0784  ___________________________________________________________________
 NQ0784  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0784
 NQ0784  VERT ORDER  -  THIRD
 NQ0784
 NQ0784.The horizontal coordinates were scaled from a topographic map and have
 NQ0784.an estimated accuracy of +/- 6 seconds.
 NQ0784
 NQ0784.The orthometric height was computed from unverified reset data.
 NQ0784
 NQ0784.The geoid height was determined by GEOID03.
 NQ0784
 NQ0784;                    North         East    Units  Estimated Accuracy
 NQ0784;SPC WY E     -   253,780.      243,120.      MT  (+/- 180 meters Scaled)
 NQ0784
 NQ0784                          SUPERSEDED SURVEY CONTROL
 NQ0784
 NQ0784  NGVD 29 (03/28/06) 1609.13   (m)         5279.3    (f) RESET       3  
 NQ0784
 NQ0784.Superseded values are not recommended for survey control.
 NQ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0784.See file dsdata.txt to determine how the superseded data were derived.
 NQ0784
 NQ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH294368(NAD 83)
 NQ0784_MARKER: DV = VERTICAL CONTROL DISK
 NQ0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0784_SP_SET: CONCRETE POST
 NQ0784_STAMPING: B 105 RESET 1980
 NQ0784_MARK LOGO: NGS   
 NQ0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0784+STABILITY: SURFACE MOTION
 NQ0784
 NQ0784  HISTORY     - Date     Condition        Report By
 NQ0784  HISTORY     - 1980     MONUMENTED       NGS
 NQ0784
 NQ0784                          STATION DESCRIPTION
 NQ0784
 NQ0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0784'ABOUT 1.1 MILES (1.8 KM) WEST ALONG THE RAILROAD TRACK FROM THE
 NQ0784'RAILROAD CROSSING IN MANVILLE, 142 FEET (43.3 M) SOUTH OF THE TRACK,
 NQ0784'21 FEET (6.4 M) SOUTH OF THE CENTER OF A TRACK ROAD, SET IN THE TOP
 NQ0784'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0164 ***********************************************************************
 MO0164  DESIGNATION -  B 108
 MO0164  PID         -  MO0164
 MO0164  STATE/COUNTY-  WY/LARAMIE
 MO0164  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0164
 MO0164                         *CURRENT SURVEY CONTROL
 MO0164  ___________________________________________________________________
 MO0164* NAD 83(1986)-  41 08 41.     (N)    104 51 03.     (W)     SCALED    
 MO0164* NAVD 88     -      1865.447  (meters)    6120.22   (feet)  ADJUSTED  
 MO0164  ___________________________________________________________________
 MO0164  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 MO0164  DYNAMIC HT  -        1863.821 (meters)    6114.89  (feet)  COMP
 MO0164  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 MO0164
 MO0164  VERT ORDER  -  FIRST     CLASS II
 MO0164
 MO0164.The horizontal coordinates were scaled from a topographic map and have
 MO0164.an estimated accuracy of +/- 6 seconds.
 MO0164
 MO0164.The orthometric height was determined by differential leveling
 MO0164.and adjusted by the National Geodetic Survey in June 1991..
 MO0164
 MO0164.The geoid height was determined by GEOID03.
 MO0164
 MO0164.The dynamic height is computed by dividing the NAVD 88
 MO0164.geopotential number by the normal gravity value computed on the
 MO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0164.degrees latitude (g = 980.6199 gals.).
 MO0164
 MO0164.The modeled gravity was interpolated from observed gravity values.
 MO0164
 MO0164;                    North         East    Units  Estimated Accuracy
 MO0164;SPC WY E     -    71,640.      226,510.      MT  (+/- 180 meters Scaled)
 MO0164
 MO0164                          SUPERSEDED SURVEY CONTROL
 MO0164
 MO0164  NGVD 29 (??/??/92) 1864.427  (m)         6116.87   (f) ADJ UNCH    1 2
 MO0164
 MO0164.Superseded values are not recommended for survey control.
 MO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0164.See file dsdata.txt to determine how the superseded data were derived.
 MO0164
 MO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF125548(NAD 83)
 MO0164_MARKER: DB = BENCH MARK DISK
 MO0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0164_STAMPING: B 108 1954
 MO0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0164+STABILITY: SURFACE MOTION
 MO0164
 MO0164  HISTORY     - Date     Condition        Report By
 MO0164  HISTORY     - 1954     MONUMENTED       CGS
 MO0164  HISTORY     - 1960     GOOD             NGS
 MO0164
 MO0164                          STATION DESCRIPTION
 MO0164
 MO0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0164'1.9 MI NW FROM CHEYENNE.
 MO0164'0.6 MILE SOUTHWEST ALONG WEST 25TH STREET FROM THE STATE CAPITOL
 MO0164'BUILDING AT CHEYENNE, THENCE 1.3 MILES NORTHWEST ALONG THE COLORADO
 MO0164'AND SOUTHERN RAILROAD, ON FRANCIS E. WARREN AIR FORCE BASE, 34
 MO0164'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 33.7 FEET
 MO0164'NORTHWEST OF A TELEPHONE POLE, 14 FEET EAST OF A SWITCH STAND, IN
 MO0164'LINE WITH A ROW OF TELEPHONE POLES, 2.6 FEET NORTHEAST OF A WITNESS
 MO0164'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MO0164'ABOVE THE GROUND.
 MO0164
 MO0164                          STATION RECOVERY (1960)
 MO0164
 MO0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MO0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0510 ***********************************************************************
 MO0510  DESIGNATION -  B 109
 MO0510  PID         -  MO0510
 MO0510  STATE/COUNTY-  WY/LARAMIE
 MO0510  USGS QUAD   -  HORSE CREEK (1962)
 MO0510
 MO0510                         *CURRENT SURVEY CONTROL
 MO0510  ___________________________________________________________________
 MO0510* NAD 83(1986)-  41 24 03.     (N)    105 10 30.     (W)     SCALED    
 MO0510* NAVD 88     -      2006.451  (meters)    6582.83   (feet)  ADJUSTED  
 MO0510  ___________________________________________________________________
 MO0510  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 MO0510  DYNAMIC HT  -        2004.738 (meters)    6577.21  (feet)  COMP
 MO0510  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 MO0510
 MO0510  VERT ORDER  -  FIRST     CLASS II
 MO0510
 MO0510.The horizontal coordinates were scaled from a topographic map and have
 MO0510.an estimated accuracy of +/- 6 seconds.
 MO0510
 MO0510.The orthometric height was determined by differential leveling
 MO0510.and adjusted by the National Geodetic Survey in June 1991..
 MO0510
 MO0510.The geoid height was determined by GEOID03.
 MO0510
 MO0510.The dynamic height is computed by dividing the NAVD 88
 MO0510.geopotential number by the normal gravity value computed on the
 MO0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0510.degrees latitude (g = 980.6199 gals.).
 MO0510
 MO0510.The modeled gravity was interpolated from observed gravity values.
 MO0510
 MO0510;                    North         East    Units  Estimated Accuracy
 MO0510;SPC WY E     -   100,030.      199,300.      MT  (+/- 180 meters Scaled)
 MO0510
 MO0510                          SUPERSEDED SURVEY CONTROL
 MO0510
 MO0510  NGVD 29 (??/??/92) 2005.416  (m)         6579.44   (f) ADJ UNCH    1 2
 MO0510
 MO0510.Superseded values are not recommended for survey control.
 MO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0510.See file dsdata.txt to determine how the superseded data were derived.
 MO0510
 MO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF853832(NAD 83)
 MO0510_MARKER: DB = BENCH MARK DISK
 MO0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0510_STAMPING: B 109 1954
 MO0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0510+STABILITY: SURFACE MOTION
 MO0510
 MO0510  HISTORY     - Date     Condition        Report By
 MO0510  HISTORY     - 1954     MONUMENTED       CGS
 MO0510
 MO0510                          STATION DESCRIPTION
 MO0510
 MO0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0510'2.2 MI SE FROM HORSE CREEK.
 MO0510'2.15 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0510'FROM THE STATION AT HORSE CREEK, AT THE NORTHWEST END OF A CUT,
 MO0510'92.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 52 FEET NORTHEAST OF
 MO0510'A TELEPHONE POLE, 11 FEET WEST OF A BRACED TELEPHONE POLE, 2
 MO0510'FEET SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET
 MO0510'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MO0510'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0013 ***********************************************************************
 PY0013  DESIGNATION -  B 11
 PY0013  PID         -  PY0013
 PY0013  STATE/COUNTY-  WY/PARK
 PY0013  USGS QUAD   -  LAKE (1986)
 PY0013
 PY0013                         *CURRENT SURVEY CONTROL
 PY0013  ___________________________________________________________________
 PY0013* NAD 83(1986)-  44 35 30.     (N)    110 23 06.     (W)     SCALED    
 PY0013* NAVD 88     -      2367.484  (meters)    7767.32   (feet)  ADJUSTED  
 PY0013  ___________________________________________________________________
 PY0013  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0013  DYNAMIC HT  -        2365.926 (meters)    7762.21  (feet)  COMP
 PY0013  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 PY0013
 PY0013  VERT ORDER  -  FIRST     CLASS II
 PY0013
 PY0013.The horizontal coordinates were scaled from a topographic map and have
 PY0013.an estimated accuracy of +/- 6 seconds.
 PY0013
 PY0013.The orthometric height was determined by differential leveling
 PY0013.and adjusted by the National Geodetic Survey in June 1991..
 PY0013.WARNING-Repeat measurements at this control monument indicate possible
 PY0013.vertical movement.
 PY0013
 PY0013.The geoid height was determined by GEOID03.
 PY0013
 PY0013.The dynamic height is computed by dividing the NAVD 88
 PY0013.geopotential number by the normal gravity value computed on the
 PY0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0013.degrees latitude (g = 980.6199 gals.).
 PY0013
 PY0013.The modeled gravity was interpolated from observed gravity values.
 PY0013
 PY0013;                    North         East    Units  Estimated Accuracy
 PY0013;SPC WYWC     -   455,790.      470,180.      MT  (+/- 180 meters Scaled)
 PY0013
 PY0013                          SUPERSEDED SURVEY CONTROL
 PY0013
 PY0013  NGVD 29 (08/20/92) 2366.106  (m)         7762.80   (f) ADJUSTED    1 2
 PY0013
 PY0013.Superseded values are not recommended for survey control.
 PY0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0013.See file dsdata.txt to determine how the superseded data were derived.
 PY0013
 PY0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ488377(NAD 83)
 PY0013_MARKER: DB = BENCH MARK DISK
 PY0013_SETTING: 80 = SET IN A BOULDER
 PY0013_SP_SET: BOULDER
 PY0013_STAMPING: B 11 1923
 PY0013_MARK LOGO: CGS   
 PY0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0013+STABILITY: SURFACE MOTION
 PY0013
 PY0013  HISTORY     - Date     Condition        Report By
 PY0013  HISTORY     - UNK      MONUMENTED       CGS
 PY0013  HISTORY     - 1958     GOOD             USGS
 PY0013  HISTORY     - 1987     GOOD             NGS
 PY0013  HISTORY     - 1988     GOOD             USGS
 PY0013
 PY0013                          STATION DESCRIPTION
 PY0013
 PY0013'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0013'1.75 MI N FROM LAKE JUNCTION.
 PY0013'1.75 MI. N ALONG THE LAKE CANYON ROAD, FROM LAKE JUNCTION.  AT A
 PY0013'PARKING TURNOUT AND ABOUT 250 FT. SE OF THE PARKING STRIP.  222 FEET
 PY0013'SE OF THE INTERSECTED AND PROJECTED CENTERLINES OF THE OLD ROAD WITH
 PY0013'THE NEW ROAD.  21 FEET N OF THE CENTERLINE OF THE OLD ROAD IN A
 PY0013'BOULDER PROJECTING 1.8 FEET.  BENCH MARK IS IN DENSE TIMBER ALONG THE
 PY0013'EDGE OF THE OLD ROAD.  A STANDARD USC AND GS DISK CEMENTED IN BOULDER
 PY0013'AND NOT STAMPED.
 PY0013
 PY0013                          STATION RECOVERY (1987)
 PY0013
 PY0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0013'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--45.0
 PY0013'M (147.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--THE
 PY0013'ORIGINAL DESCRIPTION STATES THAT THE DISK IS UNSTAMPED, BUT IS
 PY0013'STAMPED AS ABOVE.
 PY0013
 PY0013                          STATION RECOVERY (1988)
 PY0013
 PY0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0346 ***********************************************************************
 MO0346  DESIGNATION -  B 110
 MO0346  PID         -  MO0346
 MO0346  STATE/COUNTY-  WY/LARAMIE
 MO0346  USGS QUAD   -  MC DONALD RANCH (1976)
 MO0346
 MO0346                         *CURRENT SURVEY CONTROL
 MO0346  ___________________________________________________________________
 MO0346* NAD 83(1986)-  41 39 01.     (N)    105 04 18.     (W)     SCALED    
 MO0346* NAVD 88     -      1781.429  (meters)    5844.57   (feet)  ADJUSTED  
 MO0346  ___________________________________________________________________
 MO0346  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 MO0346  DYNAMIC HT  -        1780.011 (meters)    5839.92  (feet)  COMP
 MO0346  MODELED GRAV-     979,763.9   (mgal)                       NAVD 88
 MO0346
 MO0346  VERT ORDER  -  FIRST     CLASS II
 MO0346
 MO0346.The horizontal coordinates were scaled from a topographic map and have
 MO0346.an estimated accuracy of +/- 6 seconds.
 MO0346
 MO0346.The orthometric height was determined by differential leveling
 MO0346.and adjusted by the National Geodetic Survey in June 1991..
 MO0346
 MO0346.The geoid height was determined by GEOID03.
 MO0346
 MO0346.The dynamic height is computed by dividing the NAVD 88
 MO0346.geopotential number by the normal gravity value computed on the
 MO0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0346.degrees latitude (g = 980.6199 gals.).
 MO0346
 MO0346.The modeled gravity was interpolated from observed gravity values.
 MO0346
 MO0346;                    North         East    Units  Estimated Accuracy
 MO0346;SPC WY E     -   127,740.      207,910.      MT  (+/- 180 meters Scaled)
 MO0346
 MO0346                          SUPERSEDED SURVEY CONTROL
 MO0346
 MO0346  NGVD 29 (??/??/92) 1780.453  (m)         5841.37   (f) ADJ UNCH    1 2
 MO0346
 MO0346.Superseded values are not recommended for survey control.
 MO0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0346.See file dsdata.txt to determine how the superseded data were derived.
 MO0346
 MO0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG940109(NAD 83)
 MO0346_MARKER: DB = BENCH MARK DISK
 MO0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0346_STAMPING: B 110 1954
 MO0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0346+STABILITY: SURFACE MOTION
 MO0346
 MO0346  HISTORY     - Date     Condition        Report By
 MO0346  HISTORY     - 1954     MONUMENTED       CGS
 MO0346
 MO0346                          STATION DESCRIPTION
 MO0346
 MO0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0346'10.9 MI NE FROM FARTHING.
 MO0346'10.9 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0346'FROM THE STATION AT FARTHING, 0.35 MILE NORTHEAST OF MILEPOST
 MO0346'173, 51.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 35 FEET SOUTHEAST
 MO0346'OF THE SOUTHEAST END OF A 36 INCH PIPE CULVERT, 8.6 FEET SOUTHWEST
 MO0346'OF A FENCE CORNER, 2.6 FEET SOUTHEAST OF A FENCE, 2.4 FEET
 MO0346'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0346'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0275 ***********************************************************************
 MO0275  DESIGNATION -  B 111
 MO0275  PID         -  MO0275
 MO0275  STATE/COUNTY-  WY/PLATTE
 MO0275  USGS QUAD   -  BORDEAUX (1990)
 MO0275
 MO0275                         *CURRENT SURVEY CONTROL
 MO0275  ___________________________________________________________________
 MO0275* NAD 83(1986)-  41 53 20.     (N)    104 49 12.     (W)     SCALED    
 MO0275* NAVD 88     -      1512.901  (meters)    4963.58   (feet)  ADJUSTED  
 MO0275  ___________________________________________________________________
 MO0275  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MO0275  DYNAMIC HT  -        1511.855 (meters)    4960.14  (feet)  COMP
 MO0275  MODELED GRAV-     979,878.0   (mgal)                       NAVD 88
 MO0275
 MO0275  VERT ORDER  -  FIRST     CLASS II
 MO0275
 MO0275.The horizontal coordinates were scaled from a topographic map and have
 MO0275.an estimated accuracy of +/- 6 seconds.
 MO0275
 MO0275.The orthometric height was determined by differential leveling
 MO0275.and adjusted by the National Geodetic Survey in June 1991..
 MO0275
 MO0275.The geoid height was determined by GEOID03.
 MO0275
 MO0275.The dynamic height is computed by dividing the NAVD 88
 MO0275.geopotential number by the normal gravity value computed on the
 MO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0275.degrees latitude (g = 980.6199 gals.).
 MO0275
 MO0275.The modeled gravity was interpolated from observed gravity values.
 MO0275
 MO0275;                    North         East    Units  Estimated Accuracy
 MO0275;SPC WY E     -   154,300.      228,770.      MT  (+/- 180 meters Scaled)
 MO0275
 MO0275                          SUPERSEDED SURVEY CONTROL
 MO0275
 MO0275  NGVD 29 (??/??/92) 1512.061  (m)         4960.82   (f) ADJ UNCH    1 2
 MO0275
 MO0275.Superseded values are not recommended for survey control.
 MO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0275.See file dsdata.txt to determine how the superseded data were derived.
 MO0275
 MO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG149374(NAD 83)
 MO0275_MARKER: DB = BENCH MARK DISK
 MO0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0275_STAMPING: B 111 1954
 MO0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0275+STABILITY: SURFACE MOTION
 MO0275
 MO0275  HISTORY     - Date     Condition        Report By
 MO0275  HISTORY     - 1954     MONUMENTED       CGS
 MO0275
 MO0275                          STATION DESCRIPTION
 MO0275
 MO0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0275'1.2 MI N FROM SLATER.
 MO0275'1.25 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0275'THE POST OFFICE AT SLATER, 0.1 MILE SOUTH OF MILEPOST 199, 50.6
 MO0275'FEET WEST OF THE WEST RAIL, 3 FEET WEST OF A FENCE, 3 FEET
 MO0275'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0275'PROJECTS 0.7 FOOT ABOVE THE GROUND.  IN THE SOUTHWEST 1/4 OF
 MO0275'SECTION 7, TOWNSHIP 22 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0272 ***********************************************************************
 NQ0272  DESIGNATION -  B 112
 NQ0272  PID         -  NQ0272
 NQ0272  STATE/COUNTY-  WY/PLATTE
 NQ0272  USGS QUAD   -  GLENDO (1978)
 NQ0272
 NQ0272                         *CURRENT SURVEY CONTROL
 NQ0272  ___________________________________________________________________
 NQ0272* NAD 83(1986)-  42 36 04.     (N)    105 05 29.     (W)     SCALED    
 NQ0272* NAVD 88     -      1427.150  (meters)    4682.24   (feet)  ADJUSTED  
 NQ0272  ___________________________________________________________________
 NQ0272  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 NQ0272  DYNAMIC HT  -        1426.293 (meters)    4679.43  (feet)  COMP
 NQ0272  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 NQ0272
 NQ0272  VERT ORDER  -  FIRST     CLASS II
 NQ0272
 NQ0272.The horizontal coordinates were scaled from a topographic map and have
 NQ0272.an estimated accuracy of +/- 6 seconds.
 NQ0272
 NQ0272.The orthometric height was determined by differential leveling
 NQ0272.and adjusted by the National Geodetic Survey in June 1991..
 NQ0272
 NQ0272.The geoid height was determined by GEOID03.
 NQ0272
 NQ0272.The dynamic height is computed by dividing the NAVD 88
 NQ0272.geopotential number by the normal gravity value computed on the
 NQ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0272.degrees latitude (g = 980.6199 gals.).
 NQ0272
 NQ0272.The modeled gravity was interpolated from observed gravity values.
 NQ0272
 NQ0272;                    North         East    Units  Estimated Accuracy
 NQ0272;SPC WY E     -   233,350.      206,180.      MT  (+/- 180 meters Scaled)
 NQ0272
 NQ0272                          SUPERSEDED SURVEY CONTROL
 NQ0272
 NQ0272  NGVD 29 (??/??/92) 1426.353  (m)         4679.63   (f) ADJ UNCH    1 2
 NQ0272
 NQ0272.Superseded values are not recommended for survey control.
 NQ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0272.See file dsdata.txt to determine how the superseded data were derived.
 NQ0272
 NQ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH925165(NAD 83)
 NQ0272_MARKER: DB = BENCH MARK DISK
 NQ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0272_STAMPING: B 112 1956
 NQ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0272+STABILITY: SURFACE MOTION
 NQ0272
 NQ0272  HISTORY     - Date     Condition        Report By
 NQ0272  HISTORY     - 1956     MONUMENTED       CGS
 NQ0272
 NQ0272                          STATION DESCRIPTION
 NQ0272
 NQ0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0272'6.5 MI SE FROM ORIN.
 NQ0272'6.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0272'RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILROAD STATION AT
 NQ0272'ORIN, AT THE NORTHWEST END OF A CUT, AT THE SOUTHEAST END OF A
 NQ0272'LONG FILL, 67 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 NQ0272'87, 30.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 26.8 FEET EAST
 NQ0272'OF MILEPOST 128, 14 FEET WEST OF A TELEPHONE POLE, 1.7 FEET
 NQ0272'NORTHEAST OF A WITNESS POST, 1.2 MILES NORTHWEST OF BENCH MARK
 NQ0272'C 112, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 NQ0272'ABOVE THE GROUND, IN SECTION 2, TOWNSHIP 30 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0155 ***********************************************************************
 OU0155  DESIGNATION -  B 113
 OU0155  PID         -  OU0155
 OU0155  STATE/COUNTY-  WY/NIOBRARA
 OU0155  USGS QUAD   -  BOGGY RESERVOIR (1981)
 OU0155
 OU0155                         *CURRENT SURVEY CONTROL
 OU0155  ___________________________________________________________________
 OU0155* NAD 83(1986)-  43 16 39.     (N)    104 36 56.     (W)     SCALED    
 OU0155* NAVD 88     -      1251.764  (meters)    4106.83   (feet)  ADJUSTED  
 OU0155  ___________________________________________________________________
 OU0155  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 OU0155  DYNAMIC HT  -        1251.127 (meters)    4104.74  (feet)  COMP
 OU0155  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 OU0155
 OU0155  VERT ORDER  -  SECOND    CLASS 0
 OU0155
 OU0155.The horizontal coordinates were scaled from a topographic map and have
 OU0155.an estimated accuracy of +/- 6 seconds.
 OU0155
 OU0155.The orthometric height was determined by differential leveling
 OU0155.and adjusted by the National Geodetic Survey in June 1991..
 OU0155
 OU0155.The geoid height was determined by GEOID03.
 OU0155
 OU0155.The dynamic height is computed by dividing the NAVD 88
 OU0155.geopotential number by the normal gravity value computed on the
 OU0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0155.degrees latitude (g = 980.6199 gals.).
 OU0155
 OU0155.The modeled gravity was interpolated from observed gravity values.
 OU0155
 OU0155;                    North         East    Units  Estimated Accuracy
 OU0155;SPC WY E     -   308,630.      244,730.      MT  (+/- 180 meters Scaled)
 OU0155
 OU0155                          SUPERSEDED SURVEY CONTROL
 OU0155
 OU0155  NGVD 29 (??/??/92) 1251.045  (m)         4104.47   (f) ADJ UNCH    2 0
 OU0155
 OU0155.Superseded values are not recommended for survey control.
 OU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0155.See file dsdata.txt to determine how the superseded data were derived.
 OU0155
 OU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH311917(NAD 83)
 OU0155_MARKER: DB = BENCH MARK DISK
 OU0155_SETTING: 66 = SET IN ROCK OUTCROP
 OU0155_SP_SET: SANDSTONE OUTCROP
 OU0155_STAMPING: B 113 1956
 OU0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0155+STABILITY: POSITION/ELEVATION WELL
 OU0155
 OU0155  HISTORY     - Date     Condition        Report By
 OU0155  HISTORY     - 1956     MONUMENTED       CGS
 OU0155  HISTORY     - 1957     GOOD             NGS
 OU0155  HISTORY     - 1976     GOOD             USGS
 OU0155
 OU0155                          STATION DESCRIPTION
 OU0155
 OU0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0155'29.2 MI SE FROM DULL CENTER.
 OU0155'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0155'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0155'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.75
 OU0155'MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE 12.85 MILES
 OU0155'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 5.8 MILES SOUTHEAST
 OU0155'ALONG A GRAVELED ROAD, 0.1 MILE NORTH OF AN EAST AND WEST FENCE,
 OU0155'0.15 MILE NORTH OF A POWER POLE, 160 FEET EAST OF THE CENTER
 OU0155'LINE OF A GRAVELED ROAD, 3.0 FEET ABOVE THE GROUND, SET IN THE
 OU0155'TOP OF A SANDSTONE OUTCROP, IN THE SOUTHWEST 1/4 OF SECTION
 OU0155'12, TOWNSHIP 38 NORTH, RANGE 65 WEST.
 OU0155
 OU0155                          STATION RECOVERY (1976)
 OU0155
 OU0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0155'LANCE CREEK POST OFFICE, 2.4 MI EAST OF ALONG STATE HWY. 270, THENCE
 OU0155'16.4 MI NORTH ALONG A PAVED AND GRADED COUNTY RD., NEAR THE SEC. LINE
 OU0155'BETWEEN SECS. 12 & 13, T 38 N, R 65 W, 0.4 MI NORTH OF THE TURN OFF
 OU0155'TO THE PETERSON RANCH, ABOUT 900 FT NORTH OF A CATTLEGUARD, 160 FT
 OU0155'EAST OF THE CENTERLINE OF THE RD., 3.0 FT ABOVE THE GROUND , SET IN
 OU0155'THE TOP OF A SANDSTONE OUTCROP, STANDARD DISK STAMPED "B-113 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0095 ***********************************************************************
 MQ0095  DESIGNATION -  B 114
 MQ0095  PID         -  MQ0095
 MQ0095  STATE/COUNTY-  WY/SWEETWATER
 MQ0095  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0095
 MQ0095                         *CURRENT SURVEY CONTROL
 MQ0095  ___________________________________________________________________
 MQ0095* NAD 83(1986)-  41 37 57.     (N)    108 45 32.     (W)     SCALED    
 MQ0095* NAVD 88     -      1997.209  (meters)    6552.51   (feet)  ADJUSTED  
 MQ0095  ___________________________________________________________________
 MQ0095  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 MQ0095  DYNAMIC HT  -        1995.520 (meters)    6546.97  (feet)  COMP
 MQ0095  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 MQ0095
 MQ0095  VERT ORDER  -  FIRST     CLASS II
 MQ0095
 MQ0095.The horizontal coordinates were scaled from a topographic map and have
 MQ0095.an estimated accuracy of +/- 6 seconds.
 MQ0095
 MQ0095.The orthometric height was determined by differential leveling
 MQ0095.and adjusted by the National Geodetic Survey in June 1991..
 MQ0095
 MQ0095.The geoid height was determined by GEOID03.
 MQ0095
 MQ0095.The dynamic height is computed by dividing the NAVD 88
 MQ0095.geopotential number by the normal gravity value computed on the
 MQ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0095.degrees latitude (g = 980.6199 gals.).
 MQ0095
 MQ0095.The modeled gravity was interpolated from observed gravity values.
 MQ0095
 MQ0095;                    North         East    Units  Estimated Accuracy
 MQ0095;SPC WYWC     -   125,760.      599,260.      MT  (+/- 180 meters Scaled)
 MQ0095
 MQ0095                          SUPERSEDED SURVEY CONTROL
 MQ0095
 MQ0095  NGVD 29 (??/??/92) 1995.885  (m)         6548.17   (f) ADJ UNCH    1 2
 MQ0095
 MQ0095.Superseded values are not recommended for survey control.
 MQ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0095.See file dsdata.txt to determine how the superseded data were derived.
 MQ0095
 MQ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM866114(NAD 83)
 MQ0095_MARKER: DB = BENCH MARK DISK
 MQ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0095_STAMPING: B 114 1956
 MQ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0095+STABILITY: SURFACE MOTION
 MQ0095
 MQ0095  HISTORY     - Date     Condition        Report By
 MQ0095  HISTORY     - 1956     MONUMENTED       CGS
 MQ0095  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0095
 MQ0095                          STATION DESCRIPTION
 MQ0095
 MQ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0095'4.0 MI SE FROM POINT OF ROCKS.
 MQ0095'4.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0095'SIGN AT POINT OF ROCKS, 4 POLES WEST OF  MILEPOST 773, 72 FEET SOUTH
 MQ0095'OF THE SOUTH RAIL OF THE SOUTH TRACK, 22.8 FEET SOUTH OF A FENCE, 13
 MQ0095'FEET EAST OF A TELEPHONE POLE, 2.2 FEET NORTH OF A WITNESS POST, SET
 MQ0095'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MQ0095'GROUND, IN SECTION 14, TOWNSHIP 19 NORTH, RANGE 101 WEST.
 MQ0095
 MQ0095                          STATION RECOVERY (1983)
 MQ0095
 MQ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0095'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0029 ***********************************************************************
 MQ0029  DESIGNATION -  B 115
 MQ0029  PID         -  MQ0029
 MQ0029  STATE/COUNTY-  WY/SWEETWATER
 MQ0029  USGS QUAD   -  TABLE ROCK (1970)
 MQ0029
 MQ0029                         *CURRENT SURVEY CONTROL
 MQ0029  ___________________________________________________________________
 MQ0029* NAD 83(1986)-  41 35 46.     (N)    108 27 24.     (W)     SCALED    
 MQ0029* NAVD 88     -      2064.512  (meters)    6773.32   (feet)  ADJUSTED  
 MQ0029  ___________________________________________________________________
 MQ0029  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 MQ0029  DYNAMIC HT  -        2062.700 (meters)    6767.37  (feet)  COMP
 MQ0029  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 MQ0029
 MQ0029  VERT ORDER  -  FIRST     CLASS II
 MQ0029
 MQ0029.The horizontal coordinates were scaled from a topographic map and have
 MQ0029.an estimated accuracy of +/- 6 seconds.
 MQ0029
 MQ0029.The orthometric height was determined by differential leveling
 MQ0029.and adjusted by the National Geodetic Survey in June 1991..
 MQ0029
 MQ0029.The geoid height was determined by GEOID03.
 MQ0029
 MQ0029.The dynamic height is computed by dividing the NAVD 88
 MQ0029.geopotential number by the normal gravity value computed on the
 MQ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0029.degrees latitude (g = 980.6199 gals.).
 MQ0029
 MQ0029.The modeled gravity was interpolated from observed gravity values.
 MQ0029
 MQ0029;                    North         East    Units  Estimated Accuracy
 MQ0029;SPC WYWC     -   121,760.      624,450.      MT  (+/- 180 meters Scaled)
 MQ0029
 MQ0029                          SUPERSEDED SURVEY CONTROL
 MQ0029
 MQ0029  NGVD 29 (06/08/92) 2063.242  (m)         6769.15   (f) ADJUSTED    1 2
 MQ0029
 MQ0029.Superseded values are not recommended for survey control.
 MQ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0029.See file dsdata.txt to determine how the superseded data were derived.
 MQ0029
 MQ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM119080(NAD 83)
 MQ0029_MARKER: DB = BENCH MARK DISK
 MQ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0029_STAMPING: B 115 1956
 MQ0029_MARK LOGO: CGS   
 MQ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0029+STABILITY: SURFACE MOTION
 MQ0029
 MQ0029  HISTORY     - Date     Condition        Report By
 MQ0029  HISTORY     - 1956     MONUMENTED       CGS
 MQ0029  HISTORY     - 1983     GOOD             NGS
 MQ0029
 MQ0029                          STATION DESCRIPTION
 MQ0029
 MQ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0029'3.8 MI W FROM TABLE ROCK.
 MQ0029'3.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0029'TABLE ROCK, 0.5 MILE WEST OF MILEPOST 750, 46 FEET NORTH OF THE NORTH
 MQ0029'RAIL OF THE NORTH TRACK, 21 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 MQ0029'3.7 FEET SOUTH OF A FENCE, 2.7 FEET EAST OF A WITNESS POST, SET IN THE
 MQ0029'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 MQ0029'SECTION 28, TOWNSHIP 19 NORTH, RANGE 98, WEST.
 MQ0029
 MQ0029                          STATION RECOVERY (1983)
 MQ0029
 MQ0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0261 ***********************************************************************
 MP0261  DESIGNATION -  B 116
 MP0261  PID         -  MP0261
 MP0261  STATE/COUNTY-  WY/CARBON
 MP0261  USGS QUAD   -  RAWLINS PEAK SW (1983)
 MP0261
 MP0261                         *CURRENT SURVEY CONTROL
 MP0261  ___________________________________________________________________
 MP0261* NAD 83(1986)-  41 46 39.     (N)    107 22 38.     (W)     SCALED    
 MP0261* NAVD 88     -      2106.379  (meters)    6910.68   (feet)  ADJUSTED  
 MP0261  ___________________________________________________________________
 MP0261  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 MP0261  DYNAMIC HT  -        2104.540 (meters)    6904.65  (feet)  COMP
 MP0261  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 MP0261
 MP0261  VERT ORDER  -  FIRST     CLASS II
 MP0261
 MP0261.The horizontal coordinates were scaled from a topographic map and have
 MP0261.an estimated accuracy of +/- 6 seconds.
 MP0261
 MP0261.The orthometric height was determined by differential leveling
 MP0261.and adjusted by the National Geodetic Survey in June 1991..
 MP0261
 MP0261.The geoid height was determined by GEOID03.
 MP0261
 MP0261.The dynamic height is computed by dividing the NAVD 88
 MP0261.geopotential number by the normal gravity value computed on the
 MP0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0261.degrees latitude (g = 980.6199 gals.).
 MP0261
 MP0261.The modeled gravity was interpolated from observed gravity values.
 MP0261
 MP0261;                    North         East    Units  Estimated Accuracy
 MP0261;SPC WYEC     -   241,870.      396,350.      MT  (+/- 180 meters Scaled)
 MP0261
 MP0261                          SUPERSEDED SURVEY CONTROL
 MP0261
 MP0261  NGVD 29 (06/08/92) 2105.162  (m)         6906.69   (f) ADJUSTED    1 2
 MP0261
 MP0261.Superseded values are not recommended for survey control.
 MP0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0261.See file dsdata.txt to determine how the superseded data were derived.
 MP0261
 MP0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG024278(NAD 83)
 MP0261_MARKER: DB = BENCH MARK DISK
 MP0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0261_STAMPING: B 116 1956
 MP0261_MARK LOGO: CGS   
 MP0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0261+STABILITY: SURFACE MOTION
 MP0261
 MP0261  HISTORY     - Date     Condition        Report By
 MP0261  HISTORY     - 1956     MONUMENTED       CGS
 MP0261  HISTORY     - 1983     GOOD             NGS
 MP0261
 MP0261                          STATION DESCRIPTION
 MP0261
 MP0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0261'7.7 MI W FROM RAWLINS.
 MP0261'7.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0261'RAWLINS, 0.4 MILE EAST OF MILEPOST 691, 235 FEET EAST OF A STOCK
 MP0261'LOADING CHUTE, AT HADSELL SIDING, 87.8 FEET SOUTH OF THE SOUTH RAIL OF
 MP0261'THE SOUTH MAIN LINE TRACK, 38.5 FEET SOUTH OF THE SOUTH RAIL OF A SIDE
 MP0261'TRACK, 9 FEET EAST OF A TELEPHONE POLE, 2.5 FEET WEST OF A WITNESS
 MP0261'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 MP0261'THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 19, TOWNSHIP 21 NORTH,
 MP0261'RANGE 88 WEST.
 MP0261
 MP0261                          STATION RECOVERY (1983)
 MP0261
 MP0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0373 ***********************************************************************
 MP0373  DESIGNATION -  B 117
 MP0373  PID         -  MP0373
 MP0373  STATE/COUNTY-  WY/SWEETWATER
 MP0373  USGS QUAD   -  CRESTON (1981)
 MP0373
 MP0373                         *CURRENT SURVEY CONTROL
 MP0373  ___________________________________________________________________
 MP0373* NAD 83(1986)-  41 42 01.     (N)    107 45 57.     (W)     SCALED    
 MP0373* NAVD 88     -      2165.119  (meters)    7103.39   (feet)  ADJUSTED  
 MP0373  ___________________________________________________________________
 MP0373  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MP0373  DYNAMIC HT  -        2163.174 (meters)    7097.01  (feet)  COMP
 MP0373  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 MP0373
 MP0373  VERT ORDER  -  FIRST     CLASS II
 MP0373
 MP0373.The horizontal coordinates were scaled from a topographic map and have
 MP0373.an estimated accuracy of +/- 6 seconds.
 MP0373
 MP0373.The orthometric height was determined by differential leveling
 MP0373.and adjusted by the National Geodetic Survey in June 1991..
 MP0373.WARNING-Repeat measurements at this control monument indicate possible
 MP0373.vertical movement.
 MP0373
 MP0373.The geoid height was determined by GEOID03.
 MP0373
 MP0373.The dynamic height is computed by dividing the NAVD 88
 MP0373.geopotential number by the normal gravity value computed on the
 MP0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0373.degrees latitude (g = 980.6199 gals.).
 MP0373
 MP0373.The modeled gravity was interpolated from observed gravity values.
 MP0373
 MP0373;                    North         East    Units  Estimated Accuracy
 MP0373;SPC WYWC     -   133,760.      681,920.      MT  (+/- 180 meters Scaled)
 MP0373
 MP0373                          SUPERSEDED SURVEY CONTROL
 MP0373
 MP0373  NGVD 29 (06/08/92) 2163.856  (m)         7099.25   (f) ADJUSTED    1 2
 MP0373
 MP0373.Superseded values are not recommended for survey control.
 MP0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0373.See file dsdata.txt to determine how the superseded data were derived.
 MP0373
 MP0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG698201(NAD 83)
 MP0373_MARKER: DB = BENCH MARK DISK
 MP0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0373_STAMPING: B 117 1956
 MP0373_MARK LOGO: CGS   
 MP0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0373+STABILITY: SURFACE MOTION
 MP0373
 MP0373  HISTORY     - Date     Condition        Report By
 MP0373  HISTORY     - 1956     MONUMENTED       CGS
 MP0373  HISTORY     - 1983     GOOD             NGS
 MP0373
 MP0373                          STATION DESCRIPTION
 MP0373
 MP0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0373'0.6 MI W FROM CRESTON.
 MP0373'0.6 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MP0373'AT CRESTON, 0.5 MILE WEST OF MILEPOST 712, 71 FEET NORTHWEST OF THE
 MP0373'NORTHWEST RAIL OF THE NORTHWEST MAIN LINE TRACK, 122 FEET NORTH OF A
 MP0373'SWITCH STAND, 36 FEET NORTHWEST OF A FENCE, 8.5 FEET SOUTHWEST OF A
 MP0373'TELEPHONE POLE, 8.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 MP0373'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 MP0373'SECTION 21, TOWNSHIP 20 NORTH, RANGE 92 WEST.
 MP0373
 MP0373                          STATION RECOVERY (1983)
 MP0373
 MP0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0003 ***********************************************************************
 MQ0003  DESIGNATION -  B 118
 MQ0003  PID         -  MQ0003
 MQ0003  STATE/COUNTY-  WY/SWEETWATER
 MQ0003  USGS QUAD   -  RED DESERT (1970)
 MQ0003
 MQ0003                         *CURRENT SURVEY CONTROL
 MQ0003  ___________________________________________________________________
 MQ0003* NAD 83(1986)-  41 39 22.     (N)    108 02 30.     (W)     SCALED    
 MQ0003* NAVD 88     -      2034.080  (meters)    6673.48   (feet)  ADJUSTED  
 MQ0003  ___________________________________________________________________
 MQ0003  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0003  DYNAMIC HT  -        2032.291 (meters)    6667.61  (feet)  COMP
 MQ0003  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 MQ0003
 MQ0003  VERT ORDER  -  FIRST     CLASS II
 MQ0003
 MQ0003.The horizontal coordinates were scaled from a topographic map and have
 MQ0003.an estimated accuracy of +/- 6 seconds.
 MQ0003
 MQ0003.The orthometric height was determined by differential leveling
 MQ0003.and adjusted by the National Geodetic Survey in June 1991..
 MQ0003
 MQ0003.The geoid height was determined by GEOID03.
 MQ0003
 MQ0003.The dynamic height is computed by dividing the NAVD 88
 MQ0003.geopotential number by the normal gravity value computed on the
 MQ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0003.degrees latitude (g = 980.6199 gals.).
 MQ0003
 MQ0003.The modeled gravity was interpolated from observed gravity values.
 MQ0003
 MQ0003;                    North         East    Units  Estimated Accuracy
 MQ0003;SPC WYWC     -   128,630.      659,000.      MT  (+/- 180 meters Scaled)
 MQ0003
 MQ0003                          SUPERSEDED SURVEY CONTROL
 MQ0003
 MQ0003  NGVD 29 (06/08/92) 2032.850  (m)         6669.44   (f) ADJUSTED    1 2
 MQ0003
 MQ0003.Superseded values are not recommended for survey control.
 MQ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0003.See file dsdata.txt to determine how the superseded data were derived.
 MQ0003
 MQ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM463158(NAD 83)
 MQ0003_MARKER: DB = BENCH MARK DISK
 MQ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0003_STAMPING: B 118 1956
 MQ0003_MARK LOGO: CGS   
 MQ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0003+STABILITY: SURFACE MOTION
 MQ0003
 MQ0003  HISTORY     - Date     Condition        Report By
 MQ0003  HISTORY     - 1956     MONUMENTED       CGS
 MQ0003  HISTORY     - 1970     MARK NOT FOUND   USGS
 MQ0003  HISTORY     - 1983     GOOD             NGS
 MQ0003
 MQ0003                          STATION DESCRIPTION
 MQ0003
 MQ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0003'3.9 MI W FROM WAMSUTTER.
 MQ0003'3.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0003'WAMSUTTER, 4 POLES WEST OF MILEPOST 728, 75.5 FEET NORTH OF THE NORTH
 MQ0003'RAIL OF THE NORTH TRACK, 12.4 FEET EAST OF A TELEPHONE POLE, 12.4 FEET
 MQ0003'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MQ0003'PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 6, TOWNSHIP 19 NORTH,
 MQ0003'RANGE 94 WEST.
 MQ0003
 MQ0003                          STATION RECOVERY (1970)
 MQ0003
 MQ0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MQ0003'MARK NOT FOUND.
 MQ0003
 MQ0003                          STATION RECOVERY (1983)
 MQ0003
 MQ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0142 ***********************************************************************
 NQ0142  DESIGNATION -  B 119
 NQ0142  PID         -  NQ0142
 NQ0142  STATE/COUNTY-  WY/PLATTE
 NQ0142  USGS QUAD   -  DWYER (1990)
 NQ0142
 NQ0142                         *CURRENT SURVEY CONTROL
 NQ0142  ___________________________________________________________________
 NQ0142* NAD 83(1986)-  42 12 59.     (N)    104 56 09.     (W)     SCALED    
 NQ0142* NAVD 88     -      1429.502  (meters)    4689.96   (feet)  ADJUSTED  
 NQ0142  ___________________________________________________________________
 NQ0142  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0142  DYNAMIC HT  -        1428.592 (meters)    4686.97  (feet)  COMP
 NQ0142  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 NQ0142
 NQ0142  VERT ORDER  -  FIRST     CLASS II
 NQ0142
 NQ0142.The horizontal coordinates were scaled from a topographic map and have
 NQ0142.an estimated accuracy of +/- 6 seconds.
 NQ0142
 NQ0142.The orthometric height was determined by differential leveling
 NQ0142.and adjusted by the National Geodetic Survey in June 1991..
 NQ0142
 NQ0142.The geoid height was determined by GEOID03.
 NQ0142
 NQ0142.The dynamic height is computed by dividing the NAVD 88
 NQ0142.geopotential number by the normal gravity value computed on the
 NQ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0142.degrees latitude (g = 980.6199 gals.).
 NQ0142
 NQ0142.The modeled gravity was interpolated from observed gravity values.
 NQ0142
 NQ0142;                    North         East    Units  Estimated Accuracy
 NQ0142;SPC WY E     -   190,640.      219,060.      MT  (+/- 180 meters Scaled)
 NQ0142
 NQ0142                          SUPERSEDED SURVEY CONTROL
 NQ0142
 NQ0142  NGVD 29 (??/??/92) 1428.698  (m)         4687.32   (f) ADJ UNCH    1 2
 NQ0142
 NQ0142.Superseded values are not recommended for survey control.
 NQ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0142.See file dsdata.txt to determine how the superseded data were derived.
 NQ0142
 NQ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG052738(NAD 83)
 NQ0142_MARKER: DB = BENCH MARK DISK
 NQ0142_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0142_SP_SET: ROCK OUTCROP
 NQ0142_STAMPING: B 119 1956
 NQ0142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0142+STABILITY: POSITION/ELEVATION WELL
 NQ0142
 NQ0142  HISTORY     - Date     Condition        Report By
 NQ0142  HISTORY     - 1956     MONUMENTED       CGS
 NQ0142
 NQ0142                          STATION DESCRIPTION
 NQ0142
 NQ0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0142'14 MI NW FROM WHEATLAND.
 NQ0142'14.0 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0142'FROM THE STATION AT WHEATLAND, ON THE NORTHWEST SLOPE OF A
 NQ0142'HILL, 227 FEET WEST OF MILEPOST 228, 128 FEET NORTHWEST OF THE
 NQ0142'NORTHWEST RAIL, 30.5 FEET NORTHWEST OF A FENCE, 33.2 FEET
 NQ0142'NORTHWEST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS,
 NQ0142'SET IN THE TOP OF A SANDSTONE OUTCROP, FLUSH WITH THE GROUND,
 NQ0142'IN SECTION 19, TOWNSHIP 26 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0001 ***********************************************************************
 PY0001  DESIGNATION -  B 12
 PY0001  PID         -  PY0001
 PY0001  STATE/COUNTY-  WY/PARK
 PY0001  USGS QUAD   -  LAKE BUTTE (1986)
 PY0001
 PY0001                         *CURRENT SURVEY CONTROL
 PY0001  ___________________________________________________________________
 PY0001* NAD 83(1986)-  44 33 31.     (N)    110 21 21.     (W)     SCALED    
 PY0001* NAVD 88     -      2360.535  (meters)    7744.52   (feet)  POSTED    
 PY0001  ___________________________________________________________________
 PY0001  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0001  DYNAMIC HT  -        2358.970 (meters)    7739.39  (feet)  COMP
 PY0001  MODELED GRAV-     979,870.7   (mgal)                       NAVD 88
 PY0001
 PY0001  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PY0001
 PY0001.The horizontal coordinates were scaled from a topographic map and have
 PY0001.an estimated accuracy of +/- 6 seconds.
 PY0001
 PY0001.The orthometric height was determined by differential leveling
 PY0001.and adjusted by the National Geodetic Survey in 1992..
 PY0001.No vertical observational check was made to the station.
 PY0001.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PY0001.was located on a no-check spur therefore a value was not computed.
 PY0001
 PY0001.The geoid height was determined by GEOID03.
 PY0001
 PY0001.The dynamic height is computed by dividing the NAVD 88
 PY0001.geopotential number by the normal gravity value computed on the
 PY0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0001.degrees latitude (g = 980.6199 gals.).
 PY0001
 PY0001.The modeled gravity was interpolated from observed gravity values.
 PY0001
 PY0001;                    North         East    Units  Estimated Accuracy
 PY0001;SPC WYWC     -   452,070.      472,420.      MT  (+/- 180 meters Scaled)
 PY0001
 PY0001                          SUPERSEDED SURVEY CONTROL
 PY0001
 PY0001  NGVD 29 (??/??/92) 2359.184  (m)         7740.09   (f) ADJ UNCH    2 0
 PY0001
 PY0001.Superseded values are not recommended for survey control.
 PY0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0001.See file dsdata.txt to determine how the superseded data were derived.
 PY0001
 PY0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ511341(NAD 83)
 PY0001_MARKER: DB = BENCH MARK DISK
 PY0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0001_STAMPING: B 12 1923
 PY0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0001+STABILITY: SURFACE MOTION
 PY0001
 PY0001  HISTORY     - Date     Condition        Report By
 PY0001  HISTORY     - 1923     MONUMENTED       CGS
 PY0001  HISTORY     - 1958     MARK NOT FOUND   USGS
 PY0001
 PY0001                          STATION DESCRIPTION
 PY0001
 PY0001'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0001'2.0 MI E FROM LAKE JUNCTION.
 PY0001'2.0 MILES EAST ALONG THE LAKE JUNCTION-EAST ENTRANCE ROAD FROM LAKE
 PY0001'JUNCTION, YELLOWSTONE NATIONAL PARK, 50 YARDS SOUTHEAST OF THE SECOND
 PY0001'MILEPOST FROM LAKE JUNCTION, 60 YARDS EAST OF PELICAN CREEK, AND 20
 PY0001'FEET SOUTH OF THE ROAD.  A STANDARD DISK, STAMPED B 12 1923 AND SET IN
 PY0001'THE TOP OF A CONCRETE POST.  NOTE-- MAY BE COVERED DIRT FROM FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0108 ***********************************************************************
 PV0108  DESIGNATION -  B 120
 PV0108  PID         -  PV0108
 PV0108  STATE/COUNTY-  WY/CROOK
 PV0108  USGS QUAD   -  FREDA CREEK (1982)
 PV0108
 PV0108                         *CURRENT SURVEY CONTROL
 PV0108  ___________________________________________________________________
 PV0108* NAD 83(1986)-  44 10 45.     (N)    104 47 52.     (W)     SCALED    
 PV0108* NAVD 88     -      1323.398  (meters)    4341.85   (feet)  ADJUSTED  
 PV0108  ___________________________________________________________________
 PV0108  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 PV0108  DYNAMIC HT  -        1322.862 (meters)    4340.09  (feet)  COMP
 PV0108  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 PV0108
 PV0108  VERT ORDER  -  FIRST     CLASS II
 PV0108
 PV0108.The horizontal coordinates were scaled from a topographic map and have
 PV0108.an estimated accuracy of +/- 6 seconds.
 PV0108
 PV0108.The orthometric height was determined by differential leveling
 PV0108.and adjusted by the National Geodetic Survey in June 1991..
 PV0108
 PV0108.The geoid height was determined by GEOID03.
 PV0108
 PV0108.The dynamic height is computed by dividing the NAVD 88
 PV0108.geopotential number by the normal gravity value computed on the
 PV0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0108.degrees latitude (g = 980.6199 gals.).
 PV0108
 PV0108.The modeled gravity was interpolated from observed gravity values.
 PV0108
 PV0108;                    North         East    Units  Estimated Accuracy
 PV0108;SPC WY E     -   408,720.      229,500.      MT  (+/- 180 meters Scaled)
 PV0108
 PV0108                          SUPERSEDED SURVEY CONTROL
 PV0108
 PV0108  NGVD 29 (??/??/92) 1322.767  (m)         4339.78   (f) ADJ UNCH    1 2
 PV0108
 PV0108.Superseded values are not recommended for survey control.
 PV0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0108.See file dsdata.txt to determine how the superseded data were derived.
 PV0108
 PV0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ161917(NAD 83)
 PV0108_MARKER: DB = BENCH MARK DISK
 PV0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0108_STAMPING: B 120 1957
 PV0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0108+STABILITY: SURFACE MOTION
 PV0108
 PV0108  HISTORY     - Date     Condition        Report By
 PV0108  HISTORY     - 1957     MONUMENTED       CGS
 PV0108
 PV0108                          STATION DESCRIPTION
 PV0108
 PV0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0108'10 MI SE FROM MOORCROFT.
 PV0108'9.95 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0108'RAILROAD FROM THE STATION AT MOORCROFT, 27 FEET NORTHWEST OF
 PV0108'THE 10TH POLE WEST OF MILEPOST 559, 64 FEET NORTH OF THE NORTH
 PV0108'RAIL, 2 FEET NORTH OF A SNOW FENCE, 1 1/2 FEET WEST OF A CONCRETE
 PV0108'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A
 PV0108'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0223 ***********************************************************************
 PV0223  DESIGNATION -  B 121
 PV0223  PID         -  PV0223
 PV0223  STATE/COUNTY-  WY/CAMPBELL
 PV0223  USGS QUAD   -  ROZET (1971)
 PV0223
 PV0223                         *CURRENT SURVEY CONTROL
 PV0223  ___________________________________________________________________
 PV0223* NAD 83(1986)-  44 17 00.     (N)    105 14 41.     (W)     SCALED    
 PV0223* NAVD 88     -      1318.751  (meters)    4326.60   (feet)  ADJUSTED  
 PV0223  ___________________________________________________________________
 PV0223  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 PV0223  DYNAMIC HT  -        1318.215 (meters)    4324.84  (feet)  COMP
 PV0223  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 PV0223  OBS GRAVITY -     980,165.3   (mgal)                       GRAV_OBS
 PV0223
 PV0223  VERT ORDER  -  FIRST     CLASS II
 PV0223
 PV0223.The horizontal coordinates were scaled from a topographic map and have
 PV0223.an estimated accuracy of +/- 6 seconds.
 PV0223
 PV0223.The orthometric height was determined by differential leveling
 PV0223.and adjusted by the National Geodetic Survey in June 1991..
 PV0223
 PV0223.The geoid height was determined by GEOID03.
 PV0223
 PV0223.The dynamic height is computed by dividing the NAVD 88
 PV0223.geopotential number by the normal gravity value computed on the
 PV0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0223.degrees latitude (g = 980.6199 gals.).
 PV0223
 PV0223.The modeled gravity was interpolated from observed gravity values.
 PV0223.The observed gravity was obtained from relative gravimeter ties
 PV0223.to the IGSN71 gravity network.
 PV0223
 PV0223;                    North         East    Units  Estimated Accuracy
 PV0223;SPC WY E     -   420,230.      193,770.      MT  (+/- 180 meters Scaled)
 PV0223
 PV0223                          SUPERSEDED SURVEY CONTROL
 PV0223
 PV0223  NGVD 29 (??/??/92) 1318.122  (m)         4324.54   (f) ADJ UNCH    1 2
 PV0223
 PV0223.Superseded values are not recommended for survey control.
 PV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0223.See file dsdata.txt to determine how the superseded data were derived.
 PV0223
 PV0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK804033(NAD 83)
 PV0223_MARKER: DB = BENCH MARK DISK
 PV0223_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0223_SP_SET: 46 FEET
 PV0223_STAMPING: B 121 1957
 PV0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0223
 PV0223  HISTORY     - Date     Condition        Report By
 PV0223  HISTORY     - 1957     MONUMENTED       CGS
 PV0223  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0223
 PV0223                          STATION DESCRIPTION
 PV0223
 PV0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0223'13 MI E FROM GILLETTE.
 PV0223'13.05 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0223'FROM THE STATION AT GILLETTE, 6 POLES WEST OF MILEPOST 584, NORTH
 PV0223'AND ACROSS U.S. HIGHWAY 16 FROM AN IMMITATION BRICK RANCH HOUSE,
 PV0223'38 FEET SOUTH OF THE SOUTH RAIL, 109 FEET NORTH OF THE CENTER LINE
 PV0223'OF THE HIGHWAY, 9 FEET NORTH OF A POWER POLE WITH BRANCH LINE
 PV0223'LEADING NORTH, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 2
 PV0223'FEET BELOW THE TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 PV0223'ROD THAT IS DRIVEN TO A DEPTH OF 6 FEET AND IS ENCASED IN A 4-INCH
 PV0223'TILE WHICH PROJECTS 7 INCHES.
 PV0223
 PV0223                          STATION RECOVERY (1985)
 PV0223
 PV0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0223'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0275 ***********************************************************************
 PV0275  DESIGNATION -  B 122
 PV0275  PID         -  PV0275
 PV0275  STATE/COUNTY-  WY/CAMPBELL
 PV0275  USGS QUAD   -  ORIVA (1971)
 PV0275
 PV0275                         *CURRENT SURVEY CONTROL
 PV0275  ___________________________________________________________________
 PV0275* NAD 83(1986)-  44 17 42.     (N)    105 38 00.     (W)     SCALED    
 PV0275* NAVD 88     -      1442.630  (meters)    4733.03   (feet)  ADJUSTED  
 PV0275  ___________________________________________________________________
 PV0275  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0275  DYNAMIC HT  -        1442.016 (meters)    4731.01  (feet)  COMP
 PV0275  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 PV0275
 PV0275  VERT ORDER  -  FIRST     CLASS II
 PV0275
 PV0275.The horizontal coordinates were scaled from a topographic map and have
 PV0275.an estimated accuracy of +/- 6 seconds.
 PV0275
 PV0275.The orthometric height was determined by differential leveling
 PV0275.and adjusted by the National Geodetic Survey in June 1991..
 PV0275
 PV0275.The geoid height was determined by GEOID03.
 PV0275
 PV0275.The dynamic height is computed by dividing the NAVD 88
 PV0275.geopotential number by the normal gravity value computed on the
 PV0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0275.degrees latitude (g = 980.6199 gals.).
 PV0275
 PV0275.The modeled gravity was interpolated from observed gravity values.
 PV0275
 PV0275;                    North         East    Units  Estimated Accuracy
 PV0275;SPC WY E     -   421,630.      162,760.      MT  (+/- 180 meters Scaled)
 PV0275
 PV0275                          SUPERSEDED SURVEY CONTROL
 PV0275
 PV0275  NGVD 29 (??/??/92) 1441.951  (m)         4730.80   (f) ADJ UNCH    1 2
 PV0275
 PV0275.Superseded values are not recommended for survey control.
 PV0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0275.See file dsdata.txt to determine how the superseded data were derived.
 PV0275
 PV0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK494048(NAD 83)
 PV0275_MARKER: DB = BENCH MARK DISK
 PV0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0275_STAMPING: B 122 1957
 PV0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0275+STABILITY: SURFACE MOTION
 PV0275
 PV0275  HISTORY     - Date     Condition        Report By
 PV0275  HISTORY     - 1957     MONUMENTED       CGS
 PV0275
 PV0275                          STATION DESCRIPTION
 PV0275
 PV0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0275'6.8 MI W FROM GILLETTE.
 PV0275'ABOUT 6.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0275'RAILROAD FROM THE STATION AT GILLETTE, 150 FEET EAST-SOUTHEAST
 PV0275'AND ACROSS THE TRACK FROM MILEPOST 604, 52 1/2 FEET SOUTH OF THE
 PV0275'SOUTH RAIL, 40 YARDS EAST OF THE EAST EDGE OF A DEEP GULLY,
 PV0275'2 1/2 FEET SOUTH OF THE FENCE LINE, 1 1/2 FEET WEST OF A WHITE
 PV0275'WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE TRACK AND IN THE
 PV0275'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0012 ***********************************************************************
 PW0012  DESIGNATION -  B 123
 PW0012  PID         -  PW0012
 PW0012  STATE/COUNTY-  WY/SHERIDAN
 PW0012  USGS QUAD   -  ARVADA NE (1971)
 PW0012
 PW0012                         *CURRENT SURVEY CONTROL
 PW0012  ___________________________________________________________________
 PW0012* NAD 83(1986)-  44 38 36.     (N)    106 06 29.     (W)     SCALED    
 PW0012* NAVD 88     -      1128.707  (meters)    3703.10   (feet)  ADJUSTED  
 PW0012  ___________________________________________________________________
 PW0012  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 PW0012  DYNAMIC HT  -        1128.290 (meters)    3701.73  (feet)  COMP
 PW0012  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 PW0012
 PW0012  VERT ORDER  -  FIRST     CLASS II
 PW0012
 PW0012.The horizontal coordinates were scaled from a topographic map and have
 PW0012.an estimated accuracy of +/- 6 seconds.
 PW0012
 PW0012.The orthometric height was determined by differential leveling
 PW0012.and adjusted by the National Geodetic Survey in June 1991..
 PW0012
 PW0012.The geoid height was determined by GEOID03.
 PW0012
 PW0012.The dynamic height is computed by dividing the NAVD 88
 PW0012.geopotential number by the normal gravity value computed on the
 PW0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0012.degrees latitude (g = 980.6199 gals.).
 PW0012
 PW0012.The modeled gravity was interpolated from observed gravity values.
 PW0012
 PW0012;                    North         East    Units  Estimated Accuracy
 PW0012;SPC WYEC     -   560,960.      497,200.      MT  (+/- 180 meters Scaled)
 PW0012
 PW0012                          SUPERSEDED SURVEY CONTROL
 PW0012
 PW0012  NGVD 29 (??/??/92) 1128.032  (m)         3700.89   (f) ADJ UNCH    1 2
 PW0012
 PW0012.Superseded values are not recommended for survey control.
 PW0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0012.See file dsdata.txt to determine how the superseded data were derived.
 PW0012
 PW0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK121439(NAD 83)
 PW0012_MARKER: DB = BENCH MARK DISK
 PW0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0012_STAMPING: B 123 1957
 PW0012_MARK LOGO: CGS   
 PW0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0012+STABILITY: SURFACE MOTION
 PW0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0012+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 PW0012
 PW0012  HISTORY     - Date     Condition        Report By
 PW0012  HISTORY     - 1957     MONUMENTED       CGS
 PW0012  HISTORY     - 19931103 GOOD             NGS
 PW0012
 PW0012                          STATION DESCRIPTION
 PW0012
 PW0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0012'1.25 MI SE FROM ARVADA.
 PW0012'1.25 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0012'FROM THE STATION AT ARVADA, 0.25 MILE SOUTHEAST OF MILEPOST 640, 54
 PW0012'FEET SOUTH OF THE SOUTH RAIL, 82 FEET SOUTHWEST OF THE CENTER OF A
 PW0012'PRIVATE ROAD CROSSING, 58 FEET WEST OF THE CENTER LINE OF THE PRIVATE
 PW0012'ROAD, 68 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 3 1/2 FEET
 PW0012'NORTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 PW0012'ABOUT 3 FEET BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST
 PW0012'PROJECTING 7 INCHES.
 PW0012
 PW0012                          STATION RECOVERY (1993)
 PW0012
 PW0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 PW0012'NOTE--CONCRETE POST HAS BEEN CHIPPED, BUT MONUMENT IS STILL SOLID.
 PW0012'STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST-SOUTHEAST OF ARVADA,
 PW0012'ALONG SHERIDAN COUNTY ROAD 38 AND BURLINGTON NORTHERN RAILROAD, IN THE
 PW0012'GRASSY MEDIAN BETWEEN THE ROAD AND THE RAILROAD TRACKS, IN THE
 PW0012'NORTHEAST 1/4 OF SECTION 22, T 54 N, R 77 W. TO REACH FROM THE
 PW0012'INTERSECTION OF US HIGHWAYS 14 AND 16 AND STATE SECONDARY HIGHWAY 341,
 PW0012'NORTH OF ARVADA, GO SOUTH ON HIGHWAY 341 FOR 2.9 KM (1.80 MI) TO A
 PW0012'RAILROAD CROSSING.  CONTINUE SOUTH ON HWY 341 FOR 2.1 KM (1.30 MI) TO
 PW0012'END OF PAVEMENT AND END OF HWY 341 IN ARVADA. CONTINUE SOUTHEAST AND
 PW0012'EAST ON GRAVEL ROAD FOR 0.2 KM (0.10 MI) TO GRAVEL ROAD RIGHT.  TURN
 PW0012'RIGHT, SOUTH, ON GRAVEL ROAD FOR 0.08 KM (0.05 MI) TO GRAVEL ROAD
 PW0012'LEFT.  TURN LEFT, EAST, ON GRAVEL ROAD FOR 0.4 KM (0.25 MI) , PASSING
 PW0012'ARVADA POST OFFICE, TO CENTER OF BRIDGE OVER POWDER RIVER.  CONTINUE
 PW0012'EAST AND SOUTHEAST ON SHERIDAN COUNTY ROAD 38 FOR 1.9 KM (1.20 MI) TO
 PW0012'TRACK ROAD LEFT.  TURN LEFT, NORTH, ON TRACK ROAD FOR 15 M (49.2 FT)
 PW0012'TO DIM ROAD LEFT.  TURN LEFT, WEST, FOR 17 M (55.8 FT) TO STATION ON
 PW0012'RIGHT. STATION MARK IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST
 PW0012'WRAPPED BY METAL SHEETING, PROJECTING 10 CM.  IT IS 15 M (49.2 FT)
 PW0012'SOUTH OF, AND 0.5 M (1.6 FT) LOWER THAN, THE RAILROAD TRACK, 16 M
 PW0012'(52.5 FT) NORTH OF, AND 0.5 M (1.6 FT) HIGHER THAN, COUNTY ROAD
 PW0012'CENTER, 17 M (55.8 FT) WEST OF TRACK ROAD, AND 3 M (9.8 FT) NORTH OF
 PW0012'DIM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0016 ***********************************************************************
 OU0016  DESIGNATION -  B 124
 OU0016  PID         -  OU0016
 OU0016  STATE/COUNTY-  WY/WESTON
 OU0016  USGS QUAD   -  DEWEY (1951)
 OU0016
 OU0016                         *CURRENT SURVEY CONTROL
 OU0016  ___________________________________________________________________
 OU0016* NAD 83(1986)-  43 34 47.     (N)    104 04 00.     (W)     SCALED    
 OU0016* NAVD 88     -      1153.023  (meters)    3782.88   (feet)  ADJUSTED  
 OU0016  ___________________________________________________________________
 OU0016  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 OU0016  DYNAMIC HT  -        1152.546 (meters)    3781.31  (feet)  COMP
 OU0016  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 OU0016
 OU0016  VERT ORDER  -  FIRST     CLASS II
 OU0016
 OU0016.The horizontal coordinates were scaled from a topographic map and have
 OU0016.an estimated accuracy of +/- 6 seconds.
 OU0016
 OU0016.The orthometric height was determined by differential leveling
 OU0016.and adjusted by the National Geodetic Survey in June 1991..
 OU0016
 OU0016.The geoid height was determined by GEOID03.
 OU0016
 OU0016.The dynamic height is computed by dividing the NAVD 88
 OU0016.geopotential number by the normal gravity value computed on the
 OU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0016.degrees latitude (g = 980.6199 gals.).
 OU0016
 OU0016.The modeled gravity was interpolated from observed gravity values.
 OU0016
 OU0016;                    North         East    Units  Estimated Accuracy
 OU0016;SPC WY E     -   342,640.      288,840.      MT  (+/- 180 meters Scaled)
 OU0016
 OU0016                          SUPERSEDED SURVEY CONTROL
 OU0016
 OU0016  NGVD 29 (??/??/92) 1152.446  (m)         3780.98   (f) ADJ UNCH    1 2
 OU0016
 OU0016.Superseded values are not recommended for survey control.
 OU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0016.See file dsdata.txt to determine how the superseded data were derived.
 OU0016
 OU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ753256(NAD 83)
 OU0016_MARKER: DB = BENCH MARK DISK
 OU0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OU0016_SP_SET: BRIDGE ABUTMENT
 OU0016_STAMPING: B 124 1957
 OU0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0016
 OU0016  HISTORY     - Date     Condition        Report By
 OU0016  HISTORY     - 1957     MONUMENTED       CGS
 OU0016
 OU0016                          STATION DESCRIPTION
 OU0016
 OU0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0016'21.2 MI SE FROM NEWCASTLE.
 OU0016'ABOUT 21.25 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0016'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 33,
 OU0016'T. 42 N., R. 60 W., IN THE TOP OF THE WEST END OF THE NORTH
 OU0016'ABUTMENT OF BRIDGE 499.40, 5.5 FEET WEST OF THE WEST RAIL AND
 OU0016'ABOUT 2 FEET BELOW THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0039 ***********************************************************************
 OU0039  DESIGNATION -  B 125
 OU0039  PID         -  OU0039
 OU0039  STATE/COUNTY-  WY/WESTON
 OU0039  USGS QUAD   -  NEWCASTLE (1979)
 OU0039
 OU0039                         *CURRENT SURVEY CONTROL
 OU0039  ___________________________________________________________________
 OU0039* NAD 83(1986)-  43 46 38.     (N)    104 09 25.     (W)     SCALED    
 OU0039* NAVD 88     -      1272.749  (meters)    4175.68   (feet)  ADJUSTED  
 OU0039  ___________________________________________________________________
 OU0039  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 OU0039  DYNAMIC HT  -        1272.185 (meters)    4173.83  (feet)  COMP
 OU0039  MODELED GRAV-     980,131.6   (mgal)                       NAVD 88
 OU0039
 OU0039  VERT ORDER  -  FIRST     CLASS II
 OU0039
 OU0039.The horizontal coordinates were scaled from a topographic map and have
 OU0039.an estimated accuracy of +/- 6 seconds.
 OU0039
 OU0039.The orthometric height was determined by differential leveling
 OU0039.and adjusted by the National Geodetic Survey in June 1991..
 OU0039
 OU0039.The geoid height was determined by GEOID03.
 OU0039
 OU0039.The dynamic height is computed by dividing the NAVD 88
 OU0039.geopotential number by the normal gravity value computed on the
 OU0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0039.degrees latitude (g = 980.6199 gals.).
 OU0039
 OU0039.The modeled gravity was interpolated from observed gravity values.
 OU0039
 OU0039;                    North         East    Units  Estimated Accuracy
 OU0039;SPC WY E     -   364,490.      281,280.      MT  (+/- 180 meters Scaled)
 OU0039
 OU0039                          SUPERSEDED SURVEY CONTROL
 OU0039
 OU0039  NGVD 29 (??/??/92) 1272.107  (m)         4173.57   (f) ADJ UNCH    1 2
 OU0039
 OU0039.Superseded values are not recommended for survey control.
 OU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0039.See file dsdata.txt to determine how the superseded data were derived.
 OU0039
 OU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ678474(NAD 83)
 OU0039_MARKER: DB = BENCH MARK DISK
 OU0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0039_STAMPING: B 125 1957
 OU0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0039+STABILITY: SURFACE MOTION
 OU0039
 OU0039  HISTORY     - Date     Condition        Report By
 OU0039  HISTORY     - 1957     MONUMENTED       CGS
 OU0039
 OU0039                          STATION DESCRIPTION
 OU0039
 OU0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0039'6.6 MI SE FROM NEWCASTLE.
 OU0039'ABOUT 6.55 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0039'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 23,
 OU0039'T.44 N., R.61 W., 120 FEET WEST-SOUTHWEST AND ACROSS THE TRACK
 OU0039'FROM THE 4TH POLE NORTHWEST OF MILEPOST 514, 52 FEET SOUTHWEST
 OU0039'OF THE SOUTHWEST RAIL, 4 FEET NORTHEAST OF THE FENCE LINE, 2
 OU0039'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AT THE SOUTHEAST
 OU0039'END OF A THROUGH CUT, LEVEL WITH THE TRACK AND IN THE TOP OF
 OU0039'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0084 ***********************************************************************
 PV0084  DESIGNATION -  B 126
 PV0084  PID         -  PV0084
 PV0084  STATE/COUNTY-  WY/WESTON
 PV0084  USGS QUAD   -  CLAY SPUR (1984)
 PV0084
 PV0084                         *CURRENT SURVEY CONTROL
 PV0084  ___________________________________________________________________
 PV0084* NAD 83(1986)-  44 01 01.     (N)    104 27 43.     (W)     SCALED    
 PV0084* NAVD 88     -      1282.587  (meters)    4207.95   (feet)  ADJUSTED  
 PV0084  ___________________________________________________________________
 PV0084  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0084  DYNAMIC HT  -        1282.048 (meters)    4206.19  (feet)  COMP
 PV0084  MODELED GRAV-     980,153.3   (mgal)                       NAVD 88
 PV0084
 PV0084  VERT ORDER  -  FIRST     CLASS II
 PV0084
 PV0084.The horizontal coordinates were scaled from a topographic map and have
 PV0084.an estimated accuracy of +/- 6 seconds.
 PV0084
 PV0084.The orthometric height was determined by differential leveling
 PV0084.and adjusted by the National Geodetic Survey in June 1991..
 PV0084
 PV0084.The geoid height was determined by GEOID03.
 PV0084
 PV0084.The dynamic height is computed by dividing the NAVD 88
 PV0084.geopotential number by the normal gravity value computed on the
 PV0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0084.degrees latitude (g = 980.6199 gals.).
 PV0084
 PV0084.The modeled gravity was interpolated from observed gravity values.
 PV0084
 PV0084;                    North         East    Units  Estimated Accuracy
 PV0084;SPC WY E     -   390,870.      256,500.      MT  (+/- 180 meters Scaled)
 PV0084
 PV0084                          SUPERSEDED SURVEY CONTROL
 PV0084
 PV0084  NGVD 29 (??/??/92) 1281.956  (m)         4205.88   (f) ADJ UNCH    1 2
 PV0084
 PV0084.Superseded values are not recommended for survey control.
 PV0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0084.See file dsdata.txt to determine how the superseded data were derived.
 PV0084
 PV0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ431738(NAD 83)
 PV0084_MARKER: DB = BENCH MARK DISK
 PV0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0084_SP_SET: BRIDGE ABUTMENT
 PV0084_STAMPING: B 126 1957
 PV0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0084
 PV0084  HISTORY     - Date     Condition        Report By
 PV0084  HISTORY     - 1957     MONUMENTED       CGS
 PV0084
 PV0084                          STATION DESCRIPTION
 PV0084
 PV0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0084'3.4 MI NW FROM OSAGE.
 PV0084'ABOUT 3.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0084'QUINCY RAILROAD FROM THE STATION AT OSAGE, ON THE OUTSIDE AND
 PV0084'NEAR THE CENTER OF A LONG CURVE, 8 POLES EAST OF MILEPOST 539,
 PV0084'IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF BRIDGE
 PV0084'538.79, 6 FEET NORTH OF THE NORTH RAIL AND ABOUT 1 FOOT LOWER
 PV0084'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0119 ***********************************************************************
 PW0119  DESIGNATION -  B 127
 PW0119  PID         -  PW0119
 PW0119  STATE/COUNTY-  WY/SHERIDAN
 PW0119  USGS QUAD   -  SHERIDAN (1977)
 PW0119
 PW0119                         *CURRENT SURVEY CONTROL
 PW0119  ___________________________________________________________________
 PW0119* NAD 83(1986)-  44 51 22.     (N)    106 58 00.     (W)     SCALED    
 PW0119* NAVD 88     -      1120.477  (meters)    3676.10   (feet)  ADJUSTED  
 PW0119  ___________________________________________________________________
 PW0119  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 PW0119  DYNAMIC HT  -        1120.093 (meters)    3674.84  (feet)  COMP
 PW0119  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 PW0119
 PW0119  VERT ORDER  -  FIRST     CLASS II
 PW0119
 PW0119.The horizontal coordinates were scaled from a topographic map and have
 PW0119.an estimated accuracy of +/- 6 seconds.
 PW0119
 PW0119.The orthometric height was determined by differential leveling
 PW0119.and adjusted by the National Geodetic Survey in June 1991..
 PW0119
 PW0119.The geoid height was determined by GEOID03.
 PW0119
 PW0119.The dynamic height is computed by dividing the NAVD 88
 PW0119.geopotential number by the normal gravity value computed on the
 PW0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0119.degrees latitude (g = 980.6199 gals.).
 PW0119
 PW0119.The modeled gravity was interpolated from observed gravity values.
 PW0119
 PW0119;                    North         East    Units  Estimated Accuracy
 PW0119;SPC WYEC     -   583,940.      428,980.      MT  (+/- 180 meters Scaled)
 PW0119
 PW0119                          SUPERSEDED SURVEY CONTROL
 PW0119
 PW0119  NGVD 29 (??/??/92) 1119.761  (m)         3673.75   (f) ADJ UNCH    1 2
 PW0119
 PW0119.Superseded values are not recommended for survey control.
 PW0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0119.See file dsdata.txt to determine how the superseded data were derived.
 PW0119
 PW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK446688(NAD 83)
 PW0119_MARKER: DB = BENCH MARK DISK
 PW0119_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0119_SP_SET: 16 FEET
 PW0119_STAMPING: B 127 1957
 PW0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0119
 PW0119  HISTORY     - Date     Condition        Report By
 PW0119  HISTORY     - 1957     MONUMENTED       CGS
 PW0119
 PW0119                          STATION DESCRIPTION
 PW0119
 PW0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0119'3.45 MI N FROM SHERIDAN.
 PW0119'3.45 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0119'FROM THE STATION AT SHERIDAN, 2 POLES SOUTH-SOUTHEAST OF AND ACROSS
 PW0119'THE TRACK FROM MILEPOST 702, 43 FEET SOUTH-SOUTHWEST OF NEAR RAIL, 6
 PW0119'FEET NORTHEAST OF A FENCE, 2 FEET SOUTH-SOUTHEAST OF A WHITE WOODEN
 PW0119'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND ON THE
 PW0119'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 16 FEET AND
 PW0119'ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0168 ***********************************************************************
 PW0168  DESIGNATION -  B 128
 PW0168  PID         -  PW0168
 PW0168  STATE/COUNTY-  WY/SHERIDAN
 PW0168  USGS QUAD   -  ULM (1970)
 PW0168
 PW0168                         *CURRENT SURVEY CONTROL
 PW0168  ___________________________________________________________________
 PW0168* NAD 83(1986)-  44 38 59.     (N)    106 34 15.     (W)     SCALED    
 PW0168* NAVD 88     -      1339.624  (meters)    4395.08   (feet)  ADJUSTED  
 PW0168  ___________________________________________________________________
 PW0168  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PW0168  DYNAMIC HT  -        1339.057 (meters)    4393.22  (feet)  COMP
 PW0168  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 PW0168
 PW0168  VERT ORDER  -  FIRST     CLASS II
 PW0168
 PW0168.The horizontal coordinates were scaled from a topographic map and have
 PW0168.an estimated accuracy of +/- 6 seconds.
 PW0168
 PW0168.The orthometric height was determined by differential leveling
 PW0168.and adjusted by the National Geodetic Survey in June 1991..
 PW0168
 PW0168.The geoid height was determined by GEOID03.
 PW0168
 PW0168.The dynamic height is computed by dividing the NAVD 88
 PW0168.geopotential number by the normal gravity value computed on the
 PW0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0168.degrees latitude (g = 980.6199 gals.).
 PW0168
 PW0168.The modeled gravity was interpolated from observed gravity values.
 PW0168
 PW0168;                    North         East    Units  Estimated Accuracy
 PW0168;SPC WYEC     -   561,220.      460,480.      MT  (+/- 180 meters Scaled)
 PW0168
 PW0168                          SUPERSEDED SURVEY CONTROL
 PW0168
 PW0168  NGVD 29 (??/??/92) 1338.852  (m)         4392.55   (f) ADJ UNCH    1 2
 PW0168
 PW0168.Superseded values are not recommended for survey control.
 PW0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0168.See file dsdata.txt to determine how the superseded data were derived.
 PW0168
 PW0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK754452(NAD 83)
 PW0168_MARKER: DB = BENCH MARK DISK
 PW0168_SETTING: 66 = SET IN ROCK OUTCROP
 PW0168_SP_SET: SANDSTONE OUTCROP
 PW0168_STAMPING: B 128 1957
 PW0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0168+STABILITY: POSITION/ELEVATION WELL
 PW0168
 PW0168  HISTORY     - Date     Condition        Report By
 PW0168  HISTORY     - 1957     MONUMENTED       CGS
 PW0168
 PW0168                          STATION DESCRIPTION
 PW0168
 PW0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0168'10.3 MI W FROM CLEARMONT.
 PW0168'10.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0168'THE STATION AT CLEARMONT, 65 FEET EAST OF MILEPOST 671, 23 1/2 FEET
 PW0168'NORTH OF THE NORTH RAIL, 60 FEET EAST OF THE WEST END OF A THROUGH
 PW0168'CUT, 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 PW0168'LARGE SANDSTONE OUTCROPPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0136 ***********************************************************************
 PW0136  DESIGNATION -  B 129
 PW0136  PID         -  PW0136
 PW0136  STATE/COUNTY-  WY/SHERIDAN
 PW0136  USGS QUAD   -  SHERIDAN (1977)
 PW0136
 PW0136                         *CURRENT SURVEY CONTROL
 PW0136  ___________________________________________________________________
 PW0136* NAD 83(1986)-  44 47 57.     (N)    106 56 53.     (W)     SCALED    
 PW0136* NAVD 88     -      1146.214  (meters)    3760.54   (feet)  ADJUSTED  
 PW0136  ___________________________________________________________________
 PW0136  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 PW0136  DYNAMIC HT  -        1145.808 (meters)    3759.21  (feet)  COMP
 PW0136  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 PW0136
 PW0136  VERT ORDER  -  FIRST     CLASS II
 PW0136
 PW0136.The horizontal coordinates were scaled from a topographic map and have
 PW0136.an estimated accuracy of +/- 6 seconds.
 PW0136
 PW0136.The orthometric height was determined by differential leveling
 PW0136.and adjusted by the National Geodetic Survey in June 1991..
 PW0136
 PW0136.The geoid height was determined by GEOID03.
 PW0136
 PW0136.The dynamic height is computed by dividing the NAVD 88
 PW0136.geopotential number by the normal gravity value computed on the
 PW0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0136.degrees latitude (g = 980.6199 gals.).
 PW0136
 PW0136.The modeled gravity was interpolated from observed gravity values.
 PW0136
 PW0136;                    North         East    Units  Estimated Accuracy
 PW0136;SPC WYEC     -   577,620.      430,480.      MT  (+/- 180 meters Scaled)
 PW0136
 PW0136                          SUPERSEDED SURVEY CONTROL
 PW0136
 PW0136  NGVD 29 (??/??/92) 1145.496  (m)         3758.18   (f) ADJ UNCH    1 2
 PW0136
 PW0136.Superseded values are not recommended for survey control.
 PW0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0136.See file dsdata.txt to determine how the superseded data were derived.
 PW0136
 PW0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK459624(NAD 83)
 PW0136_MARKER: DB = BENCH MARK DISK
 PW0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0136_SP_SET: ABUTMENT
 PW0136_STAMPING: B 129 1957
 PW0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0136
 PW0136  HISTORY     - Date     Condition        Report By
 PW0136  HISTORY     - 1957     MONUMENTED       CGS
 PW0136
 PW0136                          STATION DESCRIPTION
 PW0136
 PW0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0136'0.5 MI NE FROM SHERIDAN.
 PW0136'0.5 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0136'FROM THE STATION AT SHERIDAN, IN THE TOP OF THE SOUTH END OF THE EAST
 PW0136'CONCRETE ABUTMENT OF OVERPASS NUMBER 698.03 OVER SHERIDAN AVENUE, 5
 PW0136'1/2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 PW0136'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0186 ***********************************************************************
 PW0186  DESIGNATION -  B 130
 PW0186  PID         -  PW0186
 PW0186  STATE/COUNTY-  WY/SHERIDAN
 PW0186  USGS QUAD   -  DAYTON NORTH (1978)
 PW0186
 PW0186                         *CURRENT SURVEY CONTROL
 PW0186  ___________________________________________________________________
 PW0186* NAD 83(1986)-  44 59 47.     (N)    107 20 57.     (W)     SCALED    
 PW0186* NAVD 88     -      1258.562  (meters)    4129.13   (feet)  ADJUSTED  
 PW0186  ___________________________________________________________________
 PW0186  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 PW0186  DYNAMIC HT  -        1258.114 (meters)    4127.66  (feet)  COMP
 PW0186  MODELED GRAV-     980,218.0   (mgal)                       NAVD 88
 PW0186
 PW0186  VERT ORDER  -  FIRST     CLASS II
 PW0186
 PW0186.The horizontal coordinates were scaled from a topographic map and have
 PW0186.an estimated accuracy of +/- 6 seconds.
 PW0186
 PW0186.The orthometric height was determined by differential leveling
 PW0186.and adjusted by the National Geodetic Survey in June 1991..
 PW0186
 PW0186.The geoid height was determined by GEOID03.
 PW0186
 PW0186.The dynamic height is computed by dividing the NAVD 88
 PW0186.geopotential number by the normal gravity value computed on the
 PW0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0186.degrees latitude (g = 980.6199 gals.).
 PW0186
 PW0186.The modeled gravity was interpolated from observed gravity values.
 PW0186
 PW0186;                    North         East    Units  Estimated Accuracy
 PW0186;SPC WYEC     -   599,460.      398,750.      MT  (+/- 180 meters Scaled)
 PW0186
 PW0186                          SUPERSEDED SURVEY CONTROL
 PW0186
 PW0186  NGVD 29 (??/??/92) 1257.778  (m)         4126.56   (f) ADJ UNCH    1 2
 PW0186
 PW0186.Superseded values are not recommended for survey control.
 PW0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0186.See file dsdata.txt to determine how the superseded data were derived.
 PW0186
 PW0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK148852(NAD 83)
 PW0186_MARKER: DB = BENCH MARK DISK
 PW0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0186_STAMPING: B 130 1957
 PW0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0186+STABILITY: SURFACE MOTION
 PW0186
 PW0186  HISTORY     - Date     Condition        Report By
 PW0186  HISTORY     - 1957     MONUMENTED       CGS
 PW0186
 PW0186                          STATION DESCRIPTION
 PW0186
 PW0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0186'3.05 MI N FROM PARKMAN.
 PW0186'ABOUT 3.05 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0186'RAILROAD FROM THE STATION AT PARKMAN, 9.95 MILES SOUTH OF THE STATION
 PW0186'AT WYOLA, MONTANA, 0.3 MILE SOUTHEAST OF THE WYOMING-MONTANA SATE
 PW0186'LINE, 3 1/2 POLES NORTH OF MILEPOST 727, 44 FEET SOUTHWEST OF THE
 PW0186'SOUTHWEST RAIL, 66 FEET SOUTHEAST OF THE SOUTHEAST END OF A SNOW
 PW0186'FENCE, 2 1/2 FEET NORTHEAST OF THE FENCE LINE, 2 FEET SOUTHEAST OF A
 PW0186'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP
 PW0186'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0274 ***********************************************************************
 MQ0274  DESIGNATION -  B 132
 MQ0274  PID         -  MQ0274
 MQ0274  STATE/COUNTY-  WY/SWEETWATER
 MQ0274  USGS QUAD   -  GRANGER (1980)
 MQ0274
 MQ0274                         *CURRENT SURVEY CONTROL
 MQ0274  ___________________________________________________________________
 MQ0274* NAD 83(1986)-  41 33 51.     (N)    109 58 47.     (W)     SCALED    
 MQ0274* NAVD 88     -      1922.387  (meters)    6307.03   (feet)  ADJUSTED  
 MQ0274  ___________________________________________________________________
 MQ0274  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 MQ0274  DYNAMIC HT  -        1920.737 (meters)    6301.62  (feet)  COMP
 MQ0274  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 MQ0274
 MQ0274  VERT ORDER  -  FIRST     CLASS II
 MQ0274
 MQ0274.The horizontal coordinates were scaled from a topographic map and have
 MQ0274.an estimated accuracy of +/- 6 seconds.
 MQ0274
 MQ0274.The orthometric height was determined by differential leveling
 MQ0274.and adjusted by the National Geodetic Survey in June 1991..
 MQ0274
 MQ0274.The geoid height was determined by GEOID03.
 MQ0274
 MQ0274.The dynamic height is computed by dividing the NAVD 88
 MQ0274.geopotential number by the normal gravity value computed on the
 MQ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0274.degrees latitude (g = 980.6199 gals.).
 MQ0274
 MQ0274.The modeled gravity was interpolated from observed gravity values.
 MQ0274
 MQ0274;                    North         East    Units  Estimated Accuracy
 MQ0274;SPC WYWC     -   118,900.      497,430.      MT  (+/- 180 meters Scaled)
 MQ0274
 MQ0274                          SUPERSEDED SURVEY CONTROL
 MQ0274
 MQ0274  NGVD 29 (??/??/92) 1921.074  (m)         6302.72   (f) ADJ UNCH    1 2
 MQ0274
 MQ0274.Superseded values are not recommended for survey control.
 MQ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0274.See file dsdata.txt to determine how the superseded data were derived.
 MQ0274
 MQ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM850018(NAD 83)
 MQ0274_MARKER: DB = BENCH MARK DISK
 MQ0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0274_SP_SET: FOUNDATION
 MQ0274_STAMPING: B 132 1958
 MQ0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0274
 MQ0274  HISTORY     - Date     Condition        Report By
 MQ0274  HISTORY     - 1958     MONUMENTED       CGS
 MQ0274
 MQ0274                          STATION DESCRIPTION
 MQ0274
 MQ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0274'3.05 MI SE FROM GRANGER.
 MQ0274'ABOUT 1.4 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0274'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 1.05 MILES WEST
 MQ0274'ALONG AN ASPHALT ROAD, THENCE ABOUT 0.6 MILE SOUTH ALONG A GRAVELED
 MQ0274'ROAD, 42 FEET SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD, IN THE
 MQ0274'TOP OF THE NORTH SIDE OF THE CONCRETE FOUNDATION OF THE FLAG POLE, AT
 MQ0274'THE SOUTHEAST CORNER OF THE PARKING LOT OF THE SERVICE PIPE LINE
 MQ0274'COMPANY AIRPORT AND BOOSTER STATION, 120 FEET SOUTH OF THE SOUTHEAST
 MQ0274'CORNER OF THE BOOSTER STATION, AND PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0018 ***********************************************************************
 MR0018  DESIGNATION -  B 133
 MR0018  PID         -  MR0018
 MR0018  STATE/COUNTY-  WY/UINTA
 MR0018  USGS QUAD   -  CHURCH BUTTE (1969)
 MR0018
 MR0018                         *CURRENT SURVEY CONTROL
 MR0018  ___________________________________________________________________
 MR0018* NAD 83(1986)-  41 32 22.     (N)    110 14 23.     (W)     SCALED    
 MR0018* NAVD 88     -      1933.960  (meters)    6345.00   (feet)  ADJUSTED  
 MR0018  ___________________________________________________________________
 MR0018  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MR0018  DYNAMIC HT  -        1932.290 (meters)    6339.52  (feet)  COMP
 MR0018  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 MR0018
 MR0018  VERT ORDER  -  FIRST     CLASS II
 MR0018
 MR0018.The horizontal coordinates were scaled from a topographic map and have
 MR0018.an estimated accuracy of +/- 6 seconds.
 MR0018
 MR0018.The orthometric height was determined by differential leveling
 MR0018.and adjusted by the National Geodetic Survey in June 1991..
 MR0018
 MR0018.The geoid height was determined by GEOID03.
 MR0018
 MR0018.The dynamic height is computed by dividing the NAVD 88
 MR0018.geopotential number by the normal gravity value computed on the
 MR0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0018.degrees latitude (g = 980.6199 gals.).
 MR0018
 MR0018.The modeled gravity was interpolated from observed gravity values.
 MR0018
 MR0018;                    North         East    Units  Estimated Accuracy
 MR0018;SPC WY W     -   215,440.      786,950.      MT  (+/- 180 meters Scaled)
 MR0018
 MR0018                          SUPERSEDED SURVEY CONTROL
 MR0018
 MR0018  NGVD 29 (06/08/92) 1932.663  (m)         6340.75   (f) ADJUSTED    1 2
 MR0018
 MR0018.Superseded values are not recommended for survey control.
 MR0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0018.See file dsdata.txt to determine how the superseded data were derived.
 MR0018
 MR0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL634989(NAD 83)
 MR0018_MARKER: DB = BENCH MARK DISK
 MR0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0018_SP_SET: ABUTMENT
 MR0018_STAMPING: B 133 1958
 MR0018_MARK LOGO: CGS   
 MR0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0018
 MR0018  HISTORY     - Date     Condition        Report By
 MR0018  HISTORY     - 1958     MONUMENTED       CGS
 MR0018  HISTORY     - 1983     GOOD             NGS
 MR0018
 MR0018                          STATION DESCRIPTION
 MR0018
 MR0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0018'13.45 MI NE FROM CARTER.
 MR0018'ABOUT 13.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0018'STATION AT CARTER, OR ABOUT 14.85 MILES SOUTHWEST ALONG THE UNION
 MR0018'PACIFIC RAILROAD FROM THE STATION AT GRANGER, 2 POLES SOUTHWEST OF
 MR0018'MILEPOST 862, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 MR0018'ABUTMENT OF BRIDGE NUMBER 862.04, 2 FEET NORTHEAST OF THE SOUTHWEST
 MR0018'END OF THE ABUTMENT, ABOUT 7 FEET BELOW THE TRACKS.
 MR0018
 MR0018                          STATION RECOVERY (1983)
 MR0018
 MR0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0148 ***********************************************************************
 MR0148  DESIGNATION -  B 134
 MR0148  PID         -  MR0148
 MR0148  STATE/COUNTY-  WY/UINTA
 MR0148  USGS QUAD   -  EVANSTON (1978)
 MR0148
 MR0148                         *CURRENT SURVEY CONTROL
 MR0148  ___________________________________________________________________
 MR0148* NAD 83(1986)-  41 16 00.     (N)    110 56 40.     (W)     SCALED    
 MR0148* NAVD 88     -      2069.256  (meters)    6788.88   (feet)  ADJUSTED  
 MR0148  ___________________________________________________________________
 MR0148  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 MR0148  DYNAMIC HT  -        2067.335 (meters)    6782.58  (feet)  COMP
 MR0148  MODELED GRAV-     979,621.7   (mgal)                       NAVD 88
 MR0148
 MR0148  VERT ORDER  -  FIRST     CLASS II
 MR0148
 MR0148.The horizontal coordinates were scaled from a topographic map and have
 MR0148.an estimated accuracy of +/- 6 seconds.
 MR0148
 MR0148.The orthometric height was determined by differential leveling
 MR0148.and adjusted by the National Geodetic Survey in June 1991..
 MR0148
 MR0148.The geoid height was determined by GEOID03.
 MR0148
 MR0148.The dynamic height is computed by dividing the NAVD 88
 MR0148.geopotential number by the normal gravity value computed on the
 MR0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0148.degrees latitude (g = 980.6199 gals.).
 MR0148
 MR0148.The modeled gravity was interpolated from observed gravity values.
 MR0148
 MR0148;                    North         East    Units  Estimated Accuracy
 MR0148;SPC WY W     -   185,490.      727,850.      MT  (+/- 180 meters Scaled)
 MR0148
 MR0148                          SUPERSEDED SURVEY CONTROL
 MR0148
 MR0148  NGVD 29 (??/??/92) 2067.844  (m)         6784.25   (f) ADJ UNCH    1 2
 MR0148
 MR0148.Superseded values are not recommended for survey control.
 MR0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0148.See file dsdata.txt to determine how the superseded data were derived.
 MR0148
 MR0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL046683(NAD 83)
 MR0148_MARKER: DB = BENCH MARK DISK
 MR0148_SETTING: 0 = UNSPECIFIED SETTING
 MR0148_STAMPING: B 134 1958
 MR0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0148
 MR0148  HISTORY     - Date     Condition        Report By
 MR0148  HISTORY     - 1958     MONUMENTED       CGS
 MR0148  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0148
 MR0148                          STATION DESCRIPTION
 MR0148
 MR0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0148'1.1 MI SE FROM EVANSTON.
 MR0148'ABOUT 1.1 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0148'STATION AT EVANSTON, 35 FEET SOUTHEAST OF THE 4TH POLE NORTHWEST OF
 MR0148'MILEPOST 916, 19 FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK,
 MR0148'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACKS.
 MR0148
 MR0148                          STATION RECOVERY (1983)
 MR0148
 MR0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0110 ***********************************************************************
 MR0110  DESIGNATION -  B 135
 MR0110  PID         -  MR0110
 MR0110  STATE/COUNTY-  WY/UINTA
 MR0110  USGS QUAD   -  BRIDGER (1978)
 MR0110
 MR0110                         *CURRENT SURVEY CONTROL
 MR0110  ___________________________________________________________________
 MR0110* NAD 83(1986)-  41 24 11.     (N)    110 34 35.     (W)     SCALED    
 MR0110* NAVD 88     -      2014.439  (meters)    6609.04   (feet)  ADJUSTED  
 MR0110  ___________________________________________________________________
 MR0110  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 MR0110  DYNAMIC HT  -        2012.676 (meters)    6603.25  (feet)  COMP
 MR0110  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 MR0110
 MR0110  VERT ORDER  -  FIRST     CLASS II
 MR0110
 MR0110.The horizontal coordinates were scaled from a topographic map and have
 MR0110.an estimated accuracy of +/- 6 seconds.
 MR0110
 MR0110.The orthometric height was determined by differential leveling
 MR0110.and adjusted by the National Geodetic Survey in June 1991..
 MR0110.WARNING-Repeat measurements at this control monument indicate possible
 MR0110.vertical movement.
 MR0110
 MR0110.The geoid height was determined by GEOID03.
 MR0110
 MR0110.The dynamic height is computed by dividing the NAVD 88
 MR0110.geopotential number by the normal gravity value computed on the
 MR0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0110.degrees latitude (g = 980.6199 gals.).
 MR0110
 MR0110.The modeled gravity was interpolated from observed gravity values.
 MR0110
 MR0110;                    North         East    Units  Estimated Accuracy
 MR0110;SPC WY W     -   200,400.      758,770.      MT  (+/- 180 meters Scaled)
 MR0110
 MR0110                          SUPERSEDED SURVEY CONTROL
 MR0110
 MR0110  NGVD 29 (06/08/92) 2013.169  (m)         6604.87   (f) ADJUSTED    1 2
 MR0110
 MR0110.Superseded values are not recommended for survey control.
 MR0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0110.See file dsdata.txt to determine how the superseded data were derived.
 MR0110
 MR0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL354835(NAD 83)
 MR0110_MARKER: DB = BENCH MARK DISK
 MR0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0110_SP_SET: CULVERT
 MR0110_STAMPING: B 135 1958
 MR0110_MARK LOGO: CGS   
 MR0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0110
 MR0110  HISTORY     - Date     Condition        Report By
 MR0110  HISTORY     - 1958     MONUMENTED       CGS
 MR0110  HISTORY     - 1983     GOOD             NGS
 MR0110
 MR0110                          STATION DESCRIPTION
 MR0110
 MR0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0110'8.55 MI SW FROM CARTER.
 MR0110'ABOUT 8.55 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0110'STATION AT CARTER, 4 POLES SOUTH OF MILEPOST 884, IN THE TOP OF THE
 MR0110'SOUTH END OF THE EAST CONCRETE HEAD WALL OF CULVERT 884.11, 20 FEET
 MR0110'EAST OF THE EAST RAIL, AND ABOUT 7 FEET BELOW THE LEVEL OF THE TRACKS.
 MR0110
 MR0110                          STATION RECOVERY (1983)
 MR0110
 MR0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0165 ***********************************************************************
 OX0165  DESIGNATION -  B 136
 OX0165  PID         -  OX0165
 OX0165  STATE/COUNTY-  WY/TETON
 OX0165  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 OX0165
 OX0165                         *CURRENT SURVEY CONTROL
 OX0165  ___________________________________________________________________
 OX0165* NAD 83(1986)-  43 36 12.     (N)    110 44 12.     (W)     SCALED    
 OX0165* NAVD 88     -      1959.290  (meters)    6428.10   (feet)  ADJUSTED  
 OX0165  ___________________________________________________________________
 OX0165  GEOID HEIGHT-          -9.39  (meters)                     GEOID03
 OX0165  DYNAMIC HT  -        1957.977 (meters)    6423.80  (feet)  COMP
 OX0165  MODELED GRAV-     979,879.4   (mgal)                       NAVD 88
 OX0165
 OX0165  VERT ORDER  -  SECOND    CLASS 0
 OX0165
 OX0165.This mark is at Jackson Hole Airport (JAC)
 OX0165
 OX0165.The horizontal coordinates were scaled from a topographic map and have
 OX0165.an estimated accuracy of +/- 6 seconds.
 OX0165
 OX0165.The orthometric height was determined by differential leveling
 OX0165.and adjusted by the National Geodetic Survey in June 1991..
 OX0165
 OX0165.The geoid height was determined by GEOID03.
 OX0165
 OX0165.The dynamic height is computed by dividing the NAVD 88
 OX0165.geopotential number by the normal gravity value computed on the
 OX0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0165.degrees latitude (g = 980.6199 gals.).
 OX0165
 OX0165.The modeled gravity was interpolated from observed gravity values.
 OX0165
 OX0165;                    North         East    Units  Estimated Accuracy
 OX0165;SPC WY W     -   444,890.      747,250.      MT  (+/- 180 meters Scaled)
 OX0165
 OX0165                          SUPERSEDED SURVEY CONTROL
 OX0165
 OX0165  NGVD 29 (??/??/92) 1957.981  (m)         6423.81   (f) ADJ UNCH    2 0
 OX0165
 OX0165.Superseded values are not recommended for survey control.
 OX0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0165.See file dsdata.txt to determine how the superseded data were derived.
 OX0165
 OX0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP212278(NAD 83)
 OX0165_MARKER: DB = BENCH MARK DISK
 OX0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0165_SP_SET: WALL
 OX0165_STAMPING: B 136 1964
 OX0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0165
 OX0165  HISTORY     - Date     Condition        Report By
 OX0165  HISTORY     - 1964     MONUMENTED       CGS
 OX0165  HISTORY     - 1971     GOOD             NGS
 OX0165  HISTORY     - 1979     POOR             LOCSUR
 OX0165
 OX0165                          STATION DESCRIPTION
 OX0165
 OX0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OX0165'IN JACKSON HOLE AIRPORT.
 OX0165'THE MARK IS IN THE TERMINAL BUILDING OF THE JACKSON HOLE AIRPORT, 8.5
 OX0165'MILES NORTH OF THE PUBLIC SQUARE IN THE TOWN OF JACKSON, AND
 OX0165'APPROXIMATELY 1 MILE WEST OF U.S. HIGHWAY 187.  IT IS SET VERTICALLY
 OX0165'IN THE EAST WALL OF THE TERMINAL BUILDING, 9.3 FEET NORTH OF THE
 OX0165'CENTER OF THE EAST ENTRANCE TO THE BUILDING AND 4.9 FEET HIGHER THAN
 OX0165'THE SIDEWALK.  IT IS A STANDARD DISK STAMPED B 136 1964 AND SET WITH
 OX0165'CEMENT IN A STAR DRILL HOLE IN A LARGE, HARD STONE IN THE WALL.
 OX0165
 OX0165                          STATION RECOVERY (1971)
 OX0165
 OX0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OX0165'RECOVERED IN GOOD CONDITION.
 OX0165
 OX0165                          STATION RECOVERY (1979)
 OX0165
 OX0165'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 OX0165'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0302 ***********************************************************************
 NQ0302  DESIGNATION -  B 138
 NQ0302  PID         -  NQ0302
 NQ0302  STATE/COUNTY-  WY/CONVERSE
 NQ0302  USGS QUAD   -  IRVINE (1949)
 NQ0302
 NQ0302                         *CURRENT SURVEY CONTROL
 NQ0302  ___________________________________________________________________
 NQ0302* NAD 83(1986)-  42 44 50.     (N)    105 22 16.     (W)     SCALED    
 NQ0302* NAVD 88     -      1478.065  (meters)    4849.28   (feet)  ADJUSTED  
 NQ0302  ___________________________________________________________________
 NQ0302  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NQ0302  DYNAMIC HT  -        1477.132 (meters)    4846.22  (feet)  COMP
 NQ0302  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 NQ0302
 NQ0302  VERT ORDER  -  SECOND    CLASS 0
 NQ0302
 NQ0302.This mark is at Converse County Airport (DGW)
 NQ0302
 NQ0302.The horizontal coordinates were scaled from a topographic map and have
 NQ0302.an estimated accuracy of +/- 6 seconds.
 NQ0302
 NQ0302.The orthometric height was determined by differential leveling
 NQ0302.and adjusted by the National Geodetic Survey in June 1991..
 NQ0302
 NQ0302.The geoid height was determined by GEOID03.
 NQ0302
 NQ0302.The dynamic height is computed by dividing the NAVD 88
 NQ0302.geopotential number by the normal gravity value computed on the
 NQ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0302.degrees latitude (g = 980.6199 gals.).
 NQ0302
 NQ0302.The modeled gravity was interpolated from observed gravity values.
 NQ0302
 NQ0302;                    North         East    Units  Estimated Accuracy
 NQ0302;SPC WY E     -   249,600.      183,260.      MT  (+/- 180 meters Scaled)
 NQ0302
 NQ0302                          SUPERSEDED SURVEY CONTROL
 NQ0302
 NQ0302  NGVD 29 (??/??/92) 1477.20   (m)         4846.4    (f) COMPUTED    2 0
 NQ0302
 NQ0302.Superseded values are not recommended for survey control.
 NQ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0302.See file dsdata.txt to determine how the superseded data were derived.
 NQ0302
 NQ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH696328(NAD 83)
 NQ0302_MARKER: DB = BENCH MARK DISK
 NQ0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0302_SP_SET: CONCRETE FOUNDATION
 NQ0302_STAMPING: B 138 1960
 NQ0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0302
 NQ0302  HISTORY     - Date     Condition        Report By
 NQ0302  HISTORY     - 1960     MONUMENTED       CGS
 NQ0302  HISTORY     - 1985     POOR             DMA
 NQ0302
 NQ0302                          STATION DESCRIPTION
 NQ0302
 NQ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NQ0302'1 MI E FROM DOUGLAS.
 NQ0302'AT CONVERSE COUNTY AIRPORT WHICH IS ABOUT 1.0 MILE EAST OF DOUGLAS,
 NQ0302'WYOMING ALONG U.S. HWY. 87.  AT THE SW CORNER OF THE MOST WESTERLY
 NQ0302'HANGAR (A STUCCO BUILDING).  0.4 FOOT SW OF THE EXACT CORNER OF THE
 NQ0302'HANGAR.  A STANDARD DISK STAMPED B 138 1960 SET IN A DRILL HOLE IN
 NQ0302'THE CONCRETE FOUNDATION OF THE BUILDING.
 NQ0302
 NQ0302                          STATION RECOVERY (1985)
 NQ0302
 NQ0302'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0302'MARK WAS FOUND UNDER A PILE OF OLD LEAD-ACID BATTERIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0077 ***********************************************************************
 PY0077  DESIGNATION -  B 14
 PY0077  PID         -  PY0077
 PY0077  STATE/COUNTY-  WY/PARK
 PY0077  USGS QUAD   -  MOUNT JACKSON (1986)
 PY0077
 PY0077                         *CURRENT SURVEY CONTROL
 PY0077  ___________________________________________________________________
 PY0077* NAD 83(1986)-  44 39 37.     (N)    110 59 31.     (W)     SCALED    
 PY0077* NAVD 88     -      2054.481  (meters)    6740.41   (feet)  ADJUSTED  
 PY0077  ___________________________________________________________________
 PY0077  GEOID HEIGHT-          -8.83  (meters)                     GEOID03
 PY0077  DYNAMIC HT  -        2053.297 (meters)    6736.53  (feet)  COMP
 PY0077  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 PY0077
 PY0077  VERT ORDER  -  FIRST     CLASS II
 PY0077
 PY0077.The horizontal coordinates were scaled from a topographic map and have
 PY0077.an estimated accuracy of +/- 6 seconds.
 PY0077
 PY0077.The orthometric height was determined by differential leveling
 PY0077.and adjusted by the National Geodetic Survey in June 1991..
 PY0077
 PY0077.The geoid height was determined by GEOID03.
 PY0077
 PY0077.The dynamic height is computed by dividing the NAVD 88
 PY0077.geopotential number by the normal gravity value computed on the
 PY0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0077.degrees latitude (g = 980.6199 gals.).
 PY0077
 PY0077.The modeled gravity was interpolated from observed gravity values.
 PY0077
 PY0077;                    North         East    Units  Estimated Accuracy
 PY0077;SPC WYWC     -   464,560.      422,200.      MT  (+/- 180 meters Scaled)
 PY0077
 PY0077                          SUPERSEDED SURVEY CONTROL
 PY0077
 PY0077  NGVD 29 (08/20/92) 2053.218  (m)         6736.27   (f) ADJUSTED    1 2
 PY0077
 PY0077.Superseded values are not recommended for survey control.
 PY0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0077.See file dsdata.txt to determine how the superseded data were derived.
 PY0077
 PY0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ006452(NAD 83)
 PY0077_MARKER: DB = BENCH MARK DISK
 PY0077_SETTING: 80 = SET IN A BOULDER
 PY0077_SP_SET: BOULDER
 PY0077_STAMPING: B 14 1923 6735.314
 PY0077_MARK LOGO: CGS   
 PY0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0077+STABILITY: SURFACE MOTION
 PY0077
 PY0077  HISTORY     - Date     Condition        Report By
 PY0077  HISTORY     - 1923     MONUMENTED       CGS
 PY0077  HISTORY     - 1960     GOOD             NGS
 PY0077  HISTORY     - 1983     GOOD             NGS
 PY0077  HISTORY     - 1987     GOOD             NGS
 PY0077
 PY0077                          STATION DESCRIPTION
 PY0077
 PY0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0077'6.0 MI E FROM WEST YELLOWSTONE.
 PY0077'ABOUT 6.0 MILES EAST ALONG THE MADISON JUNCTION-WEST ENTRANCE HIGHWAY
 PY0077'FROM THE UNION PACIFIC RAILROAD STATION AT WEST YELLOWSTONE, 0.15 MILE
 PY0077'SOUTHEAST OF THE JUNCTION WITH THE OLD HIGHWAY, IN THE CENTER OF A
 PY0077'NARROW STRIP OF LAND BETWEEN THE TWO HIGHWAYS, 84 FEET SOUTHWEST OF
 PY0077'THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTHWEST OF THE CENTER LINE
 PY0077'OF THE OLD HIGHWAY 74 FEET SOUTHEAST OF A LARGE FORKED PINE TREE AT
 PY0077'THE SOUTHEAST EDGE OF A SMALL GROVE OF TREES, SET IN THE TOP OF A
 PY0077'BOULDER WHICH PROJECTS 1 1/2 FEET, ABOUT 10 FEET BELOW THE HIGHWAY,
 PY0077'AND ABOUT 3 FEET ABOVE THE OLD HIGHWAY.
 PY0077
 PY0077                          STATION RECOVERY (1983)
 PY0077
 PY0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0077'RECOVERED IN GOOD CONDITION.
 PY0077
 PY0077                          STATION RECOVERY (1987)
 PY0077
 PY0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0286 ***********************************************************************
 MR0286  DESIGNATION -  B 140
 MR0286  PID         -  MR0286
 MR0286  STATE/COUNTY-  WY/UINTA
 MR0286  USGS QUAD   -  WAHSATCH (1991)
 MR0286
 MR0286                         *CURRENT SURVEY CONTROL
 MR0286  ___________________________________________________________________
 MR0286* NAD 83(1986)-  41 14 59.     (N)    111 01 16.     (W)     SCALED    
 MR0286* NAVD 88     -      2046.744  (meters)    6715.03   (feet)  ADJUSTED  
 MR0286  ___________________________________________________________________
 MR0286  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 MR0286  DYNAMIC HT  -        2044.859 (meters)    6708.84  (feet)  COMP
 MR0286  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 MR0286
 MR0286  VERT ORDER  -  FIRST     CLASS II
 MR0286
 MR0286.The horizontal coordinates were scaled from a topographic map and have
 MR0286.an estimated accuracy of +/- 6 seconds.
 MR0286
 MR0286.The orthometric height was determined by differential leveling
 MR0286.and adjusted by the National Geodetic Survey in June 1991..
 MR0286.WARNING-Repeat measurements at this control monument indicate possible
 MR0286.vertical movement.
 MR0286
 MR0286.The geoid height was determined by GEOID03.
 MR0286
 MR0286.The dynamic height is computed by dividing the NAVD 88
 MR0286.geopotential number by the normal gravity value computed on the
 MR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0286.degrees latitude (g = 980.6199 gals.).
 MR0286
 MR0286.The modeled gravity was interpolated from observed gravity values.
 MR0286
 MR0286;                    North         East    Units  Estimated Accuracy
 MR0286;SPC WY W     -   183,680.      721,400.      MT  (+/- 180 meters Scaled)
 MR0286
 MR0286                          SUPERSEDED SURVEY CONTROL
 MR0286
 MR0286  NGVD 29 (06/08/92) 2045.444  (m)         6710.76   (f) ADJUSTED    1 2
 MR0286
 MR0286.Superseded values are not recommended for survey control.
 MR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0286.See file dsdata.txt to determine how the superseded data were derived.
 MR0286
 MR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL982664(NAD 83)
 MR0286_MARKER: DB = BENCH MARK DISK
 MR0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0286_SP_SET: CULVERT
 MR0286_STAMPING: B 140 1958
 MR0286_MARK LOGO: CGS   
 MR0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0286
 MR0286  HISTORY     - Date     Condition        Report By
 MR0286  HISTORY     - 1958     MONUMENTED       CGS
 MR0286  HISTORY     - 1983     GOOD             NGS
 MR0286
 MR0286                          STATION DESCRIPTION
 MR0286
 MR0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0286'4.3 MI SW FROM EVANSTON.
 MR0286'ABOUT 4.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0286'STATION AT EVANSTON, ABOUT 0.5 MILE WEST OF MILEPOST 921, 25 FEET
 MR0286'SOUTH OF THE SOUTH RAIL, IN THE TOP OF THE WEST END OF THE SOUTH
 MR0286'CONCRETE HEAD WALL OF A 48-INCH IRON PIPE CULVERT 921.48, 1 FOOT SOUTH
 MR0286'OF THE RIGHT OF WAY FENCE, AND ABOUT 9 FEET BELOW THE LEVEL OF THE
 MR0286'TRACKS.
 MR0286
 MR0286                          STATION RECOVERY (1983)
 MR0286
 MR0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0286'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0286'FOLLOWING EXCEPTION, CHANGE=THE STATE IS WYOMING NOT UTAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0056 ***********************************************************************
 NR0056  DESIGNATION -  B 141
 NR0056  PID         -  NR0056
 NR0056  STATE/COUNTY-  WY/NATRONA
 NR0056  USGS QUAD   -  FREELAND (1960)
 NR0056
 NR0056                         *CURRENT SURVEY CONTROL
 NR0056  ___________________________________________________________________
 NR0056* NAD 83(1986)-  42 38 33.     (N)    106 24 43.     (W)     SCALED    
 NR0056* NAVD 88     -      1752.380  (meters)    5749.27   (feet)  ADJUSTED  
 NR0056  ___________________________________________________________________
 NR0056  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 NR0056  DYNAMIC HT  -        1751.216 (meters)    5745.45  (feet)  COMP
 NR0056  MODELED GRAV-     979,894.4   (mgal)                       NAVD 88
 NR0056
 NR0056  VERT ORDER  -  SECOND    CLASS 0
 NR0056
 NR0056.The horizontal coordinates were scaled from a topographic map and have
 NR0056.an estimated accuracy of +/- 6 seconds.
 NR0056
 NR0056.The orthometric height was determined by differential leveling
 NR0056.and adjusted by the National Geodetic Survey in June 1991..
 NR0056
 NR0056.The geoid height was determined by GEOID03.
 NR0056
 NR0056.The dynamic height is computed by dividing the NAVD 88
 NR0056.geopotential number by the normal gravity value computed on the
 NR0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0056.degrees latitude (g = 980.6199 gals.).
 NR0056
 NR0056.The modeled gravity was interpolated from observed gravity values.
 NR0056
 NR0056;                    North         East    Units  Estimated Accuracy
 NR0056;SPC WYEC     -   338,350.      475,560.      MT  (+/- 180 meters Scaled)
 NR0056
 NR0056                          SUPERSEDED SURVEY CONTROL
 NR0056
 NR0056  NGVD 29 (??/??/92) 1751.460  (m)         5746.25   (f) ADJ UNCH    2 0
 NR0056
 NR0056.Superseded values are not recommended for survey control.
 NR0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0056.See file dsdata.txt to determine how the superseded data were derived.
 NR0056
 NR0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH842220(NAD 83)
 NR0056_MARKER: DB = BENCH MARK DISK
 NR0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NR0056_SP_SET: CATTLE GUARD
 NR0056_STAMPING: B 141 1959
 NR0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0056
 NR0056  HISTORY     - Date     Condition        Report By
 NR0056  HISTORY     - 1959     MONUMENTED       CGS
 NR0056
 NR0056                          STATION DESCRIPTION
 NR0056
 NR0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0056'24.8 MI SW FROM CASPER.
 NR0056'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0056'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0056'ROAD WHICH IS MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST ALONG
 NR0056'TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED ROAD, AT
 NR0056'THE JUNCTION OF A ROAD LEADING NORTHEAST, 16 FEET NORTH OF THE CENTER
 NR0056'LINE OF THE ROAD, IN SECTION 22, R 80 W, T 31 N, 56 FEET WEST OF THE
 NR0056'CENTER OF THE JUNCTION, IN THE TOP OF THE EAST END OF THE NORTH HEAD
 NR0056'WALL OF A CATTLE GUARD, AND ABOUT 6 INCHES ABOVE THE LEVEL OF THE
 NR0056'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0058 ***********************************************************************
 NR0058  DESIGNATION -  B 142
 NR0058  PID         -  NR0058
 NR0058  STATE/COUNTY-  WY/NATRONA
 NR0058  USGS QUAD   -  FREELAND (1960)
 NR0058
 NR0058                         *CURRENT SURVEY CONTROL
 NR0058  ___________________________________________________________________
 NR0058* NAD 83(1986)-  42 39 39.     (N)    106 25 30.     (W)     SCALED    
 NR0058* NAVD 88     -      1752.024  (meters)    5748.10   (feet)  ADJUSTED  
 NR0058  ___________________________________________________________________
 NR0058  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 NR0058  DYNAMIC HT  -        1750.869 (meters)    5744.31  (feet)  COMP
 NR0058  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 NR0058
 NR0058  VERT ORDER  -  SECOND    CLASS 0
 NR0058
 NR0058.The horizontal coordinates were scaled from a topographic map and have
 NR0058.an estimated accuracy of +/- 6 seconds.
 NR0058
 NR0058.The orthometric height was determined by differential leveling
 NR0058.and adjusted by the National Geodetic Survey in June 1991..
 NR0058
 NR0058.The geoid height was determined by GEOID03.
 NR0058
 NR0058.The dynamic height is computed by dividing the NAVD 88
 NR0058.geopotential number by the normal gravity value computed on the
 NR0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0058.degrees latitude (g = 980.6199 gals.).
 NR0058
 NR0058.The modeled gravity was interpolated from observed gravity values.
 NR0058
 NR0058;                    North         East    Units  Estimated Accuracy
 NR0058;SPC WYEC     -   340,380.      474,470.      MT  (+/- 180 meters Scaled)
 NR0058
 NR0058                          SUPERSEDED SURVEY CONTROL
 NR0058
 NR0058  NGVD 29 (??/??/92) 1751.110  (m)         5745.10   (f) ADJ UNCH    2 0
 NR0058
 NR0058.Superseded values are not recommended for survey control.
 NR0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0058.See file dsdata.txt to determine how the superseded data were derived.
 NR0058
 NR0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH832241(NAD 83)
 NR0058_MARKER: DB = BENCH MARK DISK
 NR0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0058_STAMPING: B 142 1959
 NR0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0058+STABILITY: SURFACE MOTION
 NR0058
 NR0058  HISTORY     - Date     Condition        Report By
 NR0058  HISTORY     - 1959     MONUMENTED       CGS
 NR0058
 NR0058                          STATION DESCRIPTION
 NR0058
 NR0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0058'22.7 MI SW FROM CASPER.
 NR0058'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0058'POSTOFFICE AT CASPER, THENCE ABOUT 7.9 MILES SOUTHEAST ALONG A DIRT
 NR0058'ROAD WHICH IS MEDICINE BOW ROAD, 42 FEET NORTHEAST OF THE CENTER LINE
 NR0058'OF THE ROAD, IN SECTION 16, R 80 W, T 31 N, ABOUT 1.0 MILE NORTH OF
 NR0058'THE JUNCTION OF TWO BAR ROAD, ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION
 NR0058'OF RED CREEK ROAD, 78 FEET EAST OF THE EAST CORNER OF A CATTLE GUARD,
 NR0058'15 FEET NORTHEAST OF A FENCE CORNER POST, 1 1/2 FEET SOUTHEAST OF A
 NR0058'FENCE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NR0058'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0193 ***********************************************************************
 NQ0193  DESIGNATION -  B 143
 NQ0193  PID         -  NQ0193
 NQ0193  STATE/COUNTY-  WY/PLATTE
 NQ0193  USGS QUAD   -  WHEATLAND (1990)
 NQ0193
 NQ0193                         *CURRENT SURVEY CONTROL
 NQ0193  ___________________________________________________________________
 NQ0193* NAD 83(1986)-  42 03 36.     (N)    104 58 56.     (W)     SCALED    
 NQ0193* NAVD 88     -      1452.121  (meters)    4764.17   (feet)  ADJUSTED  
 NQ0193  ___________________________________________________________________
 NQ0193  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NQ0193  DYNAMIC HT  -        1451.177 (meters)    4761.07  (feet)  COMP
 NQ0193  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 NQ0193
 NQ0193  VERT ORDER  -  SECOND    CLASS 0
 NQ0193
 NQ0193.The horizontal coordinates were scaled from a topographic map and have
 NQ0193.an estimated accuracy of +/- 6 seconds.
 NQ0193
 NQ0193.The orthometric height was determined by differential leveling
 NQ0193.and adjusted by the National Geodetic Survey in June 1991..
 NQ0193
 NQ0193.The geoid height was determined by GEOID03.
 NQ0193
 NQ0193.The dynamic height is computed by dividing the NAVD 88
 NQ0193.geopotential number by the normal gravity value computed on the
 NQ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0193.degrees latitude (g = 980.6199 gals.).
 NQ0193
 NQ0193.The modeled gravity was interpolated from observed gravity values.
 NQ0193
 NQ0193;                    North         East    Units  Estimated Accuracy
 NQ0193;SPC WY E     -   173,260.      215,270.      MT  (+/- 180 meters Scaled)
 NQ0193
 NQ0193                          SUPERSEDED SURVEY CONTROL
 NQ0193
 NQ0193  NGVD 29 (??/??/92) 1451.316  (m)         4761.53   (f) ADJ UNCH    2 0
 NQ0193
 NQ0193.Superseded values are not recommended for survey control.
 NQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0193.See file dsdata.txt to determine how the superseded data were derived.
 NQ0193
 NQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG014564(NAD 83)
 NQ0193_MARKER: DB = BENCH MARK DISK
 NQ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0193_STAMPING: B 143 1959
 NQ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0193+STABILITY: SURFACE MOTION
 NQ0193
 NQ0193  HISTORY     - Date     Condition        Report By
 NQ0193  HISTORY     - 1959     MONUMENTED       CGS
 NQ0193
 NQ0193                          STATION DESCRIPTION
 NQ0193
 NQ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0193'2 MI NW FROM WHEATLAND.
 NQ0193'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0193'FROM THE STATION AT WHEATLAND, THENCE ABOUT 1.55 MILES WEST
 NQ0193'ALONG OAK STREET WHICH IS STATE HIGHWAY 107, IN THE NORTHWEST
 NQ0193'1/4 OF SECTION 14, T 24 N, R 68 W, 46 FEET SOUTH OF THE CENTER
 NQ0193'LINE OF THE HIGHWAY, 73 FEET SOUTHEAST OF THE CENTER OF THE
 NQ0193'INTERSECTION OF A GRADED DIRT ROAD, 54 FEET EAST OF THE CENTER
 NQ0193'LINE OF THE GRADED DIRT ROAD, 35 FEET EAST OF A FENCE CORNER
 NQ0193'POST, 4 FEET NORTHWEST OF A 10-INCH ELM TREE, 1 1/2 FEET NORTH
 NQ0193'OF A FENCE, 1 1/2 FEET EAST OF A METAL WITNESS POST, ABOUT
 NQ0193'3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 NQ0193'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0361 ***********************************************************************
 NQ0361  DESIGNATION -  B 144
 NQ0361  PID         -  NQ0361
 NQ0361  STATE/COUNTY-  WY/ALBANY
 NQ0361  USGS QUAD   -  SOUTH MOUNTAIN (1992)
 NQ0361
 NQ0361                         *CURRENT SURVEY CONTROL
 NQ0361  ___________________________________________________________________
 NQ0361* NAD 83(1986)-  42 08 12.     (N)    105 24 47.     (W)     SCALED    
 NQ0361* NAVD 88     -      2001.966  (meters)    6568.12   (feet)  ADJUSTED  
 NQ0361  ___________________________________________________________________
 NQ0361  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 NQ0361  DYNAMIC HT  -        2000.490 (meters)    6563.27  (feet)  COMP
 NQ0361  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 NQ0361
 NQ0361  VERT ORDER  -  SECOND    CLASS 0
 NQ0361
 NQ0361.The horizontal coordinates were scaled from a topographic map and have
 NQ0361.an estimated accuracy of +/- 6 seconds.
 NQ0361
 NQ0361.The orthometric height was determined by differential leveling
 NQ0361.and adjusted by the National Geodetic Survey in June 1991..
 NQ0361
 NQ0361.The geoid height was determined by GEOID03.
 NQ0361
 NQ0361.The dynamic height is computed by dividing the NAVD 88
 NQ0361.geopotential number by the normal gravity value computed on the
 NQ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0361.degrees latitude (g = 980.6199 gals.).
 NQ0361
 NQ0361.The modeled gravity was interpolated from observed gravity values.
 NQ0361
 NQ0361;                    North         East    Units  Estimated Accuracy
 NQ0361;SPC WY E     -   181,790.      179,630.      MT  (+/- 180 meters Scaled)
 NQ0361
 NQ0361                          SUPERSEDED SURVEY CONTROL
 NQ0361
 NQ0361  NGVD 29 (??/??/92) 2001.030  (m)         6565.05   (f) ADJ UNCH    2 0
 NQ0361
 NQ0361.Superseded values are not recommended for survey control.
 NQ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0361.See file dsdata.txt to determine how the superseded data were derived.
 NQ0361
 NQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG658650(NAD 83)
 NQ0361_MARKER: DB = BENCH MARK DISK
 NQ0361_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0361_SP_SET: ROCK CLIFF
 NQ0361_STAMPING: B 144 1959
 NQ0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0361+STABILITY: POSITION/ELEVATION WELL
 NQ0361
 NQ0361  HISTORY     - Date     Condition        Report By
 NQ0361  HISTORY     - 1959     MONUMENTED       CGS
 NQ0361
 NQ0361                          STATION DESCRIPTION
 NQ0361
 NQ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0361'31.6 MI NW FROM WHEATLAND.
 NQ0361'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0361'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0361'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0361'A PAVED ROAD, THENCE ABOUT 14.65 MILES WEST ALONG A GRADED DIRT
 NQ0361'ROAD TO THE COTTONWOOD PARK ROAD JUNCTION, THENCE ABOUT 1.0 MILE
 NQ0361'SOUTHWEST ALONG A GRADED DIRT ROAD, IN THE SOUTHWEST 1/4 OF
 NQ0361'SECTION 18, T 25 N, R 71 W, 12 FEET EAST OF THE CENTER LINE OF
 NQ0361'THE ROAD, ABOUT 0.05 MILE NORTH OF A LARGE FORKED PINE TREE,
 NQ0361'AT THE FOOT OF A STEEP ROCK CLIFF, ABOUT 41 YARDS EAST OF
 NQ0361'STURGEON CREEK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0386 ***********************************************************************
 NQ0386  DESIGNATION -  B 145
 NQ0386  PID         -  NQ0386
 NQ0386  STATE/COUNTY-  WY/ALBANY
 NQ0386  USGS QUAD   -  COTTONWOOD CREEK (1992)
 NQ0386
 NQ0386                         *CURRENT SURVEY CONTROL
 NQ0386  ___________________________________________________________________
 NQ0386* NAD 83(1986)-  42 08 01.     (N)    105 44 37.     (W)     SCALED    
 NQ0386* NAVD 88     -      2160.765  (meters)    7089.11   (feet)  ADJUSTED  
 NQ0386  ___________________________________________________________________
 NQ0386  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 NQ0386  DYNAMIC HT  -        2159.091 (meters)    7083.62  (feet)  COMP
 NQ0386  MODELED GRAV-     979,768.9   (mgal)                       NAVD 88
 NQ0386
 NQ0386  VERT ORDER  -  SECOND    CLASS 0
 NQ0386
 NQ0386.The horizontal coordinates were scaled from a topographic map and have
 NQ0386.an estimated accuracy of +/- 6 seconds.
 NQ0386
 NQ0386.The orthometric height was determined by differential leveling
 NQ0386.and adjusted by the National Geodetic Survey in June 1991..
 NQ0386
 NQ0386.The geoid height was determined by GEOID03.
 NQ0386
 NQ0386.The dynamic height is computed by dividing the NAVD 88
 NQ0386.geopotential number by the normal gravity value computed on the
 NQ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0386.degrees latitude (g = 980.6199 gals.).
 NQ0386
 NQ0386.The modeled gravity was interpolated from observed gravity values.
 NQ0386
 NQ0386;                    North         East    Units  Estimated Accuracy
 NQ0386;SPC WY E     -   181,580.      152,300.      MT  (+/- 180 meters Scaled)
 NQ0386
 NQ0386                          SUPERSEDED SURVEY CONTROL
 NQ0386
 NQ0386  NGVD 29 (??/??/92) 2159.760  (m)         7085.81   (f) ADJ UNCH    2 0
 NQ0386
 NQ0386.Superseded values are not recommended for survey control.
 NQ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0386.See file dsdata.txt to determine how the superseded data were derived.
 NQ0386
 NQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG385648(NAD 83)
 NQ0386_MARKER: DB = BENCH MARK DISK
 NQ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0386_STAMPING: B 145 1959
 NQ0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0386+STABILITY: SURFACE MOTION
 NQ0386
 NQ0386  HISTORY     - Date     Condition        Report By
 NQ0386  HISTORY     - 1954     MONUMENTED       CGS
 NQ0386
 NQ0386                          STATION DESCRIPTION
 NQ0386
 NQ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0386'8.6 MI W FROM GARRETT.
 NQ0386'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0386'POST OFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG A
 NQ0386'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, AT THE JUNCTION OF
 NQ0386'THE OLD FORT FETTERMAN ROAD WHICH IS COUNTY ROAD 61, IN THE
 NQ0386'SOUTHWEST 1/4 OF SECTION 17, T 25 N, R 74 W, 151 FEET SOUTHWEST
 NQ0386'OF THE CENTER OF THE JUNCTION, 75 FEET WEST OF THE CENTER LINE
 NQ0386'OF THE OLD FORT FETTERMAN ROAD, 2.0 FEET SOUTH OF A METAL
 NQ0386'WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A
 NQ0386'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0410 ***********************************************************************
 NQ0410  DESIGNATION -  B 146
 NQ0410  PID         -  NQ0410
 NQ0410  STATE/COUNTY-  WY/ALBANY
 NQ0410  USGS QUAD   -  PASS CREEK (1964)
 NQ0410
 NQ0410                         *CURRENT SURVEY CONTROL
 NQ0410  ___________________________________________________________________
 NQ0410* NAD 83(1986)-  42 19 03.     (N)    105 57 31.     (W)     SCALED    
 NQ0410* NAVD 88     -      2258.345  (meters)    7409.25   (feet)  ADJUSTED  
 NQ0410  ___________________________________________________________________
 NQ0410  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 NQ0410  DYNAMIC HT  -        2256.600 (meters)    7403.53  (feet)  COMP
 NQ0410  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 NQ0410
 NQ0410  VERT ORDER  -  SECOND    CLASS 0
 NQ0410
 NQ0410.The horizontal coordinates were scaled from a topographic map and have
 NQ0410.an estimated accuracy of +/- 6 seconds.
 NQ0410
 NQ0410.The orthometric height was determined by differential leveling
 NQ0410.and adjusted by the National Geodetic Survey in June 1991..
 NQ0410
 NQ0410.The geoid height was determined by GEOID03.
 NQ0410
 NQ0410.The dynamic height is computed by dividing the NAVD 88
 NQ0410.geopotential number by the normal gravity value computed on the
 NQ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0410.degrees latitude (g = 980.6199 gals.).
 NQ0410
 NQ0410.The modeled gravity was interpolated from observed gravity values.
 NQ0410
 NQ0410;                    North         East    Units  Estimated Accuracy
 NQ0410;SPC WY E     -   202,150.      134,720.      MT  (+/- 180 meters Scaled)
 NQ0410
 NQ0410                          SUPERSEDED SURVEY CONTROL
 NQ0410
 NQ0410  NGVD 29 (??/??/92) 2257.316  (m)         7405.88   (f) ADJ UNCH    2 0
 NQ0410
 NQ0410.Superseded values are not recommended for survey control.
 NQ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0410.See file dsdata.txt to determine how the superseded data were derived.
 NQ0410
 NQ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG210854(NAD 83)
 NQ0410_MARKER: DB = BENCH MARK DISK
 NQ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0410_STAMPING: B 146 1959
 NQ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0410+STABILITY: SURFACE MOTION
 NQ0410
 NQ0410  HISTORY     - Date     Condition        Report By
 NQ0410  HISTORY     - 1959     MONUMENTED       CGS
 NQ0410
 NQ0410                          STATION DESCRIPTION
 NQ0410
 NQ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0410'5.8 MI SE FROM LITTLE MEDICINE.
 NQ0410'ABOUT 5.8 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE RANCH
 NQ0410'BUILDIGS AT LITTLE MEDICINE, AT THE JUNCTION WITH A DIM TRACK
 NQ0410'ROAD LEADING WEST, 78 FEET WEST OF THE CENTER LINE OF THE ROAD,
 NQ0410'IN THE SOUTHEAST 1/4 OF SECTION 9, T 27 N, R 76 W, ABOUT 0.85
 NQ0410'MILE NORTH-NORTHEAST OF THE JUNCTIN OF A GRADED DIRT ROAD
 NQ0410'WHICH IS COUNTY ROAD 619, ABOUT 0.1 MILE SOUTH OF A WASH IN
 NQ0410'THE BOTTOM OF A RAVINE, 46 FEET NORTH OF THE CENTER LINE OF THE
 NQ0410'DIM TRACK ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST, AND IN
 NQ0410'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0334 ***********************************************************************
 MP0334  DESIGNATION -  B 15
 MP0334  PID         -  MP0334
 MP0334  STATE/COUNTY-  WY/CARBON
 MP0334  USGS QUAD   -  PEACH ORCHARD FLAT (1982)
 MP0334
 MP0334                         *CURRENT SURVEY CONTROL
 MP0334  ___________________________________________________________________
 MP0334* NAD 83(1986)-  41 13 07.     (N)    107 41 33.     (W)     SCALED    
 MP0334* NAVD 88     -      1959.068  (meters)    6427.38   (feet)  ADJUSTED  
 MP0334  ___________________________________________________________________
 MP0334  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 MP0334  DYNAMIC HT  -        1957.299 (meters)    6421.57  (feet)  COMP
 MP0334  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 MP0334
 MP0334  VERT ORDER  -  FIRST     CLASS II
 MP0334
 MP0334.The horizontal coordinates were scaled from a topographic map and have
 MP0334.an estimated accuracy of +/- 6 seconds.
 MP0334
 MP0334.The orthometric height was determined by differential leveling
 MP0334.and adjusted by the National Geodetic Survey in June 1991..
 MP0334
 MP0334.The geoid height was determined by GEOID03.
 MP0334
 MP0334.The dynamic height is computed by dividing the NAVD 88
 MP0334.geopotential number by the normal gravity value computed on the
 MP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0334.degrees latitude (g = 980.6199 gals.).
 MP0334
 MP0334.The modeled gravity was interpolated from observed gravity values.
 MP0334
 MP0334;                    North         East    Units  Estimated Accuracy
 MP0334;SPC WYEC     -   179,860.      369,880.      MT  (+/- 180 meters Scaled)
 MP0334
 MP0334                          SUPERSEDED SURVEY CONTROL
 MP0334
 MP0334  NGVD 29 (??/??/92) 1957.838  (m)         6423.34   (f) ADJ UNCH    1 2
 MP0334
 MP0334.Superseded values are not recommended for survey control.
 MP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0334.See file dsdata.txt to determine how the superseded data were derived.
 MP0334
 MP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF742665(NAD 83)
 MP0334_MARKER: DB = BENCH MARK DISK
 MP0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0334_STAMPING: B 15 1933
 MP0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0334+STABILITY: SURFACE MOTION
 MP0334
 MP0334  HISTORY     - Date     Condition        Report By
 MP0334  HISTORY     - 1933     MONUMENTED       CGS
 MP0334  HISTORY     - 1945     GOOD             NGS
 MP0334
 MP0334                          STATION DESCRIPTION
 MP0334
 MP0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0334'13.7 MI N FROM BAGGS.
 MP0334'ABOUT 13.7 MILES NORTH ALONG THE BAGGS-WAMSUTTER HIGHWAY FROM BAGGS,
 MP0334'CARBON COUNTY, ABOUT 115 FEET NORTH OF THE NORTH END OF A BRIDGE OVER
 MP0334'A DRY GULCH, AND 63 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 MP0334'STANDARD DISK, STAMPED B 15 1933 AND SET IN THE TOP OF A CONCRETE
 MP0334'POST.
 MP0334
 MP0334                          STATION RECOVERY (1945)
 MP0334
 MP0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 MP0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0311 ***********************************************************************
 MO0311  DESIGNATION -  B 150
 MO0311  PID         -  MO0311
 MO0311  STATE/COUNTY-  WY/PLATTE
 MO0311  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0311
 MO0311                         *CURRENT SURVEY CONTROL
 MO0311  ___________________________________________________________________
 MO0311* NAD 83(1986)-  41 39 12.     (N)    104 49 20.     (W)     SCALED    
 MO0311* NAVD 88     -      1744.638  (meters)    5723.87   (feet)  ADJUSTED  
 MO0311  ___________________________________________________________________
 MO0311  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 MO0311  DYNAMIC HT  -        1743.286 (meters)    5719.43  (feet)  COMP
 MO0311  MODELED GRAV-     979,785.7   (mgal)                       NAVD 88
 MO0311
 MO0311  VERT ORDER  -  SECOND    CLASS 0
 MO0311
 MO0311.The horizontal coordinates were scaled from a topographic map and have
 MO0311.an estimated accuracy of +/- 6 seconds.
 MO0311
 MO0311.The orthometric height was determined by differential leveling
 MO0311.and adjusted by the National Geodetic Survey in June 1991..
 MO0311
 MO0311.The geoid height was determined by GEOID03.
 MO0311
 MO0311.The dynamic height is computed by dividing the NAVD 88
 MO0311.geopotential number by the normal gravity value computed on the
 MO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0311.degrees latitude (g = 980.6199 gals.).
 MO0311
 MO0311.The modeled gravity was interpolated from observed gravity values.
 MO0311
 MO0311;                    North         East    Units  Estimated Accuracy
 MO0311;SPC WY E     -   128,130.      228,690.      MT  (+/- 180 meters Scaled)
 MO0311
 MO0311                          SUPERSEDED SURVEY CONTROL
 MO0311
 MO0311  NGVD 29 (??/??/92) 1743.73   (m)         5720.9    (f) COMPUTED    2 0
 MO0311
 MO0311.Superseded values are not recommended for survey control.
 MO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0311.See file dsdata.txt to determine how the superseded data were derived.
 MO0311
 MO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG148113(NAD 83)
 MO0311_MARKER: DB = BENCH MARK DISK
 MO0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0311_STAMPING: B 150 1960
 MO0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0311+STABILITY: SURFACE MOTION
 MO0311
 MO0311  HISTORY     - Date     Condition        Report By
 MO0311  HISTORY     - 1960     MONUMENTED       CGS
 MO0311
 MO0311                          STATION DESCRIPTION
 MO0311
 MO0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MO0311'7.6 MI SSE FROM CHUGWATER.
 MO0311'7.4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0311'CHUGWATER, WYOMING, THENCE 1.1 MILES EAST ALONG THE ROAD LEADING
 MO0311'TO MISSILE SITE, 67 FEET NORTH OF CENTER OF ROAD, 1 FOOT SOUTH
 MO0311'OF FENCE, 67 FEET EAST OF POWER POLE, 38 FEET EAST OF A WITNESS
 MO0311'POST, 2 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 MO0311'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0052 ***********************************************************************
 MQ0052  DESIGNATION -  B 151
 MQ0052  PID         -  MQ0052
 MQ0052  STATE/COUNTY-  WY/SWEETWATER
 MQ0052  USGS QUAD   -  ERICKSON-KENT RANCH (1978)
 MQ0052
 MQ0052                         *CURRENT SURVEY CONTROL
 MQ0052  ___________________________________________________________________
 MQ0052* NAD 83(1986)-  41 13 17.     (N)    108 50 03.     (W)     SCALED    
 MQ0052* NAVD 88     -      2131.590  (meters)    6993.39   (feet)  ADJUSTED  
 MQ0052  ___________________________________________________________________
 MQ0052  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 MQ0052  DYNAMIC HT  -        2129.648 (meters)    6987.02  (feet)  COMP
 MQ0052  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 MQ0052
 MQ0052  VERT ORDER  -  SECOND    CLASS 0
 MQ0052
 MQ0052.The horizontal coordinates were scaled from a topographic map and have
 MQ0052.an estimated accuracy of +/- 6 seconds.
 MQ0052
 MQ0052.The orthometric height was determined by differential leveling
 MQ0052.and adjusted by the National Geodetic Survey in June 1991..
 MQ0052
 MQ0052.The geoid height was determined by GEOID03.
 MQ0052
 MQ0052.The dynamic height is computed by dividing the NAVD 88
 MQ0052.geopotential number by the normal gravity value computed on the
 MQ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0052.degrees latitude (g = 980.6199 gals.).
 MQ0052
 MQ0052.The modeled gravity was interpolated from observed gravity values.
 MQ0052
 MQ0052;                    North         East    Units  Estimated Accuracy
 MQ0052;SPC WYWC     -    80,110.      592,940.      MT  (+/- 180 meters Scaled)
 MQ0052
 MQ0052                          SUPERSEDED SURVEY CONTROL
 MQ0052
 MQ0052  NGVD 29 (??/??/92) 2130.23   (m)         6988.9    (f) COMPUTED    2 0
 MQ0052
 MQ0052.Superseded values are not recommended for survey control.
 MQ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0052.See file dsdata.txt to determine how the superseded data were derived.
 MQ0052
 MQ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL815655(NAD 83)
 MQ0052_MARKER: DB = BENCH MARK DISK
 MQ0052_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0052_SP_SET: OUTCROP
 MQ0052_STAMPING: B 151 1962
 MQ0052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0052+STABILITY: POSITION/ELEVATION WELL
 MQ0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0052+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0052
 MQ0052  HISTORY     - Date     Condition        Report By
 MQ0052  HISTORY     - 1962     MONUMENTED       CGS
 MQ0052  HISTORY     - 20011003 GOOD             WYHD
 MQ0052
 MQ0052                          STATION DESCRIPTION
 MQ0052
 MQ0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0052'38.25 MI SE FROM ROCK SPRINGS.
 MQ0052'38.25 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0052'ROCK SPRINGS, IN THE TOP OF A 30- BY 20-FOOT OUTCROP WHICH PROJECTS
 MQ0052'ABOUT 3 FEET ABOVE THE GROUND, 196 FEET EAST OF THE CENTER LINE OF THE
 MQ0052'HIGHWAY, 41 FEET EAST OF A WITNESS POST, AND ABOUT 7 FEET HIGHER THAN
 MQ0052'THE HIGHWAY.
 MQ0052
 MQ0052                          STATION RECOVERY (2001)
 MQ0052
 MQ0052'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0215 ***********************************************************************
 MQ0215  DESIGNATION -  B 153
 MQ0215  PID         -  MQ0215
 MQ0215  STATE/COUNTY-  WY/SWEETWATER
 MQ0215  USGS QUAD   -  MINNIES GAP (1987)
 MQ0215
 MQ0215                         *CURRENT SURVEY CONTROL
 MQ0215  ___________________________________________________________________
 MQ0215* NAD 83(1986)-  41 00 25.     (N)    109 23 59.     (W)     SCALED    
 MQ0215* NAVD 88     -      1982.520  (meters)    6504.32   (feet)  ADJUSTED  
 MQ0215  ___________________________________________________________________
 MQ0215  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MQ0215  DYNAMIC HT  -        1980.738 (meters)    6498.47  (feet)  COMP
 MQ0215  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 MQ0215
 MQ0215  VERT ORDER  -  SECOND    CLASS 0
 MQ0215
 MQ0215.The horizontal coordinates were scaled from a topographic map and have
 MQ0215.an estimated accuracy of +/- 6 seconds.
 MQ0215
 MQ0215.The orthometric height was determined by differential leveling
 MQ0215.and adjusted by the National Geodetic Survey in June 1991..
 MQ0215
 MQ0215.The geoid height was determined by GEOID03.
 MQ0215
 MQ0215.The dynamic height is computed by dividing the NAVD 88
 MQ0215.geopotential number by the normal gravity value computed on the
 MQ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0215.degrees latitude (g = 980.6199 gals.).
 MQ0215
 MQ0215.The modeled gravity was interpolated from observed gravity values.
 MQ0215
 MQ0215;                    North         East    Units  Estimated Accuracy
 MQ0215;SPC WYWC     -    56,500.      545,340.      MT  (+/- 180 meters Scaled)
 MQ0215
 MQ0215                          SUPERSEDED SURVEY CONTROL
 MQ0215
 MQ0215  NGVD 29 (??/??/92) 1981.244  (m)         6500.13   (f) ADJ UNCH    2 0
 MQ0215
 MQ0215.Superseded values are not recommended for survey control.
 MQ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0215.See file dsdata.txt to determine how the superseded data were derived.
 MQ0215
 MQ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL345407(NAD 83)
 MQ0215_MARKER: DB = BENCH MARK DISK
 MQ0215_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0215_SP_SET: OUTCROP
 MQ0215_STAMPING: B 153 1962
 MQ0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0215+STABILITY: POSITION/ELEVATION WELL
 MQ0215
 MQ0215  HISTORY     - Date     Condition        Report By
 MQ0215  HISTORY     - 1962     MONUMENTED       CGS
 MQ0215
 MQ0215                          STATION DESCRIPTION
 MQ0215
 MQ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0215'15.35 MI E FROM LINWOOD.
 MQ0215'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 MQ0215'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 10.35 MILES
 MQ0215'NORTHEAST ALONG CLAY BASIN ROAD, 0.05 MILE WEST OF THE TOP OF A RIDGE,
 MQ0215'IN THE TOP OF A LEDGE OF AN OUTCROP, 14 FEET NORTH OF THE CENTER LINE
 MQ0215'OF THE ROAD, 3.0 FEET EAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 MQ0215'THE ROAD, AND 2.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0159 ***********************************************************************
 PY0159  DESIGNATION -  B 157
 PY0159  PID         -  PY0159
 PY0159  STATE/COUNTY-  WY/PARK
 PY0159  USGS QUAD   -  MAMMOTH (1986)
 PY0159
 PY0159                         *CURRENT SURVEY CONTROL
 PY0159  ___________________________________________________________________
 PY0159* NAD 83(1986)-  44 58 20.     (N)    110 41 37.     (W)     SCALED    
 PY0159* NAVD 88     -      1847.720  (meters)    6062.06   (feet)  ADJUSTED  
 PY0159  ___________________________________________________________________
 PY0159  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0159  DYNAMIC HT  -        1846.759 (meters)    6058.91  (feet)  COMP
 PY0159  MODELED GRAV-     980,031.6   (mgal)                       NAVD 88
 PY0159
 PY0159  VERT ORDER  -  FIRST     CLASS II
 PY0159
 PY0159.The horizontal coordinates were scaled from a topographic map and have
 PY0159.an estimated accuracy of +/- 6 seconds.
 PY0159
 PY0159.The orthometric height was determined by differential leveling
 PY0159.and adjusted by the National Geodetic Survey in June 1991..
 PY0159
 PY0159.The geoid height was determined by GEOID03.
 PY0159
 PY0159.The dynamic height is computed by dividing the NAVD 88
 PY0159.geopotential number by the normal gravity value computed on the
 PY0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0159.degrees latitude (g = 980.6199 gals.).
 PY0159
 PY0159.The modeled gravity was interpolated from observed gravity values.
 PY0159
 PY0159;                    North         East    Units  Estimated Accuracy
 PY0159;SPC WYWC     -   498,620.      446,690.      MT  (+/- 180 meters Scaled)
 PY0159
 PY0159                          SUPERSEDED SURVEY CONTROL
 PY0159
 PY0159  NGVD 29 (08/20/92) 1846.495  (m)         6058.04   (f) ADJUSTED    1 2
 PY0159
 PY0159.Superseded values are not recommended for survey control.
 PY0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0159.See file dsdata.txt to determine how the superseded data were derived.
 PY0159
 PY0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ241799(NAD 83)
 PY0159_MARKER: DB = BENCH MARK DISK
 PY0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0159_STAMPING: B 157 1960
 PY0159_MARK LOGO: CGS   
 PY0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0159+STABILITY: SURFACE MOTION
 PY0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0159+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 PY0159
 PY0159  HISTORY     - Date     Condition        Report By
 PY0159  HISTORY     - 1960     MONUMENTED       CGS
 PY0159  HISTORY     - 1983     GOOD             NGS
 PY0159  HISTORY     - 20011002 GOOD             NGS
 PY0159
 PY0159                          STATION DESCRIPTION
 PY0159
 PY0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0159'0.55 MI N FROM MAMMOTH HOT SPRINGS.
 PY0159'ABOUT 0.55 MILE NORTH ALONG THE MAMMOTH HOT SPRINGS-GARDINER HIGHWAY
 PY0159'FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, 58 FEET EAST OF THE
 PY0159'CENTER LINE OF THE HIGHWAY, ON THE INSIDE AND AT THE UPPER END OF A
 PY0159'SHARP HORSESHOE CURVE IN THE HIGHWAY, 211 FEET WEST-SOUTHWEST AND UP
 PY0159'HILL FROM A FIRE HYDRANT, 56 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 PY0159'LOG CABIN, 15 1/2 FEET NORTHEAST OF A LIGHT POLE, ABOUT LEVEL WITH THE
 PY0159'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 PY0159
 PY0159                          STATION RECOVERY (1983)
 PY0159
 PY0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0159'RECOVERED IN GOOD CONDITION.
 PY0159
 PY0159                          STATION RECOVERY (2001)
 PY0159
 PY0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 PY0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0106 ***********************************************************************
 PY0106  DESIGNATION -  B 158
 PY0106  PID         -  PY0106
 PY0106  STATE/COUNTY-  WY/PARK
 PY0106  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0106
 PY0106                         *CURRENT SURVEY CONTROL
 PY0106  ___________________________________________________________________
 PY0106* NAD 83(1986)-  44 43 12.     (N)    110 42 49.     (W)     SCALED    
 PY0106* NAVD 88     -      2289.610  (meters)    7511.83   (feet)  ADJUSTED  
 PY0106  ___________________________________________________________________
 PY0106  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0106  DYNAMIC HT  -        2288.184 (meters)    7507.15  (feet)  COMP
 PY0106  MODELED GRAV-     979,911.8   (mgal)                       NAVD 88
 PY0106
 PY0106  VERT ORDER  -  FIRST     CLASS II
 PY0106
 PY0106.The horizontal coordinates were scaled from a topographic map and have
 PY0106.an estimated accuracy of +/- 6 seconds.
 PY0106
 PY0106.The orthometric height was determined by differential leveling
 PY0106.and adjusted by the National Geodetic Survey in June 1991..
 PY0106
 PY0106.The geoid height was determined by GEOID03.
 PY0106
 PY0106.The dynamic height is computed by dividing the NAVD 88
 PY0106.geopotential number by the normal gravity value computed on the
 PY0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0106.degrees latitude (g = 980.6199 gals.).
 PY0106
 PY0106.The modeled gravity was interpolated from observed gravity values.
 PY0106
 PY0106;                    North         East    Units  Estimated Accuracy
 PY0106;SPC WYWC     -   470,630.      444,430.      MT  (+/- 180 meters Scaled)
 PY0106
 PY0106                          SUPERSEDED SURVEY CONTROL
 PY0106
 PY0106  NGVD 29 (??/??/92) 2288.127  (m)         7506.96   (f) ADJ UNCH    1 2
 PY0106
 PY0106.Superseded values are not recommended for survey control.
 PY0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0106.See file dsdata.txt to determine how the superseded data were derived.
 PY0106
 PY0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ226518(NAD 83)
 PY0106_MARKER: DB = BENCH MARK DISK
 PY0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0106_SP_SET: CONCRETE POST
 PY0106_STAMPING: B 158 1960
 PY0106_MARK LOGO: CGS   
 PY0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0106+STABILITY: SURFACE MOTION
 PY0106
 PY0106  HISTORY     - Date     Condition        Report By
 PY0106  HISTORY     - 1960     MONUMENTED       CGS
 PY0106  HISTORY     - 1975     GOOD             USGS
 PY0106  HISTORY     - 1981     GOOD             USGS
 PY0106  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0106
 PY0106                          STATION DESCRIPTION
 PY0106
 PY0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0106'0.8 MI SW FROM NORRIS.
 PY0106'0.8 MILE SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION HIGHWAY
 PY0106'FROM THE MUSEUM BUILDING AT NORRIS, 0.5 MILE SOUTHWEST OF TANTALOUS
 PY0106'CREEK, 0.3 MILE SOUTHWEST OF THE SOUTHWEST EDGE OF NORRIS GEYSER
 PY0106'BASIN, 0.2 MILE NORTHEAST OF THE NORTHEAST END OF ELK PARK, MIDWAY
 PY0106'BETWEEN TWO SHARP CURVES, 6 YARDS NORTHWEST OF A SMALL PARKING AREA,
 PY0106'37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN A THICKET OF SMALL
 PY0106'LODGE POLE PINE, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 PY0106'CONCRETE POST PROJECTING 2 INCHES.
 PY0106
 PY0106                          STATION RECOVERY (1975)
 PY0106
 PY0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 PY0106'RECOVERED IN GOOD CONDITION.
 PY0106
 PY0106                          STATION RECOVERY (1981)
 PY0106
 PY0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PY0106'FROM NORRIS JUNCTION, GO SOUTH ALONG ROAD TO MADISON JUNCTION 1.65
 PY0106'MI. TO A PULLOUT ON THE NORTH SIDE OF ELK PARK WHERE OLD ROAD SCAR
 PY0106'JOINS PRESENT ROAD. FROM THERE , WALK APPROX. 2250 FT. NE ALONG OLD
 PY0106'ROAD SCAR AND ABOUT MIDWAY BETWEEN TWO SHARP TURNS AT OLD PULLOUT. RM
 PY0106'IS 26 FT. NE OF CENTERLINE OF OLD ROAD. AT THE NW COR. OF PULLOUT.
 PY0106'STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.2 FT. STAMPED B
 PY0106'158 1960.
 PY0106
 PY0106                          STATION RECOVERY (1983)
 PY0106
 PY0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0047 ***********************************************************************
 PX0047  DESIGNATION -  B 159
 PX0047  PID         -  PX0047
 PX0047  STATE/COUNTY-  WY/BIG HORN
 PX0047  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0047
 PX0047                         *CURRENT SURVEY CONTROL
 PX0047  ___________________________________________________________________
 PX0047* NAD 83(1986)-  44 28 10.     (N)    108 03 09.     (W)     SCALED    
 PX0047* NAVD 88     -      1159.404  (meters)    3803.81   (feet)  ADJUSTED  
 PX0047  ___________________________________________________________________
 PX0047  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 PX0047  DYNAMIC HT  -        1158.939 (meters)    3802.29  (feet)  COMP
 PX0047  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 PX0047
 PX0047  VERT ORDER  -  SECOND    CLASS 0
 PX0047
 PX0047.The horizontal coordinates were scaled from a topographic map and have
 PX0047.an estimated accuracy of +/- 6 seconds.
 PX0047
 PX0047.The orthometric height was determined by differential leveling
 PX0047.and adjusted by the National Geodetic Survey in June 1991..
 PX0047
 PX0047.The geoid height was determined by GEOID03.
 PX0047
 PX0047.The dynamic height is computed by dividing the NAVD 88
 PX0047.geopotential number by the normal gravity value computed on the
 PX0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0047.degrees latitude (g = 980.6199 gals.).
 PX0047
 PX0047.The modeled gravity was interpolated from observed gravity values.
 PX0047
 PX0047;                    North         East    Units  Estimated Accuracy
 PX0047;SPC WYEC     -   541,160.      342,780.      MT  (+/- 180 meters Scaled)
 PX0047
 PX0047                          SUPERSEDED SURVEY CONTROL
 PX0047
 PX0047  NGVD 29 (??/??/92) 1158.609  (m)         3801.20   (f) ADJ UNCH    2 0
 PX0047
 PX0047.Superseded values are not recommended for survey control.
 PX0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0047.See file dsdata.txt to determine how the superseded data were derived.
 PX0047
 PX0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ344282(NAD 83)
 PX0047_MARKER: DB = BENCH MARK DISK
 PX0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0047_SP_SET: ABUTMENT
 PX0047_STAMPING: B 159 1966
 PX0047_MARK LOGO: CGS   
 PX0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0047
 PX0047  HISTORY     - Date     Condition        Report By
 PX0047  HISTORY     - 1966     MONUMENTED       CGS
 PX0047  HISTORY     - 1982     GOOD             NGS
 PX0047
 PX0047                          STATION DESCRIPTION
 PX0047
 PX0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PX0047'1.35 MI S FROM GREYBULL.
 PX0047'1.35 MILES SOUTH ALONG CHICAGO, BURLINGTON AND QUINCY RAILROAD COMPANY
 PX0047'FROM THE STATION AT GREYBULL, IN THE TOP AND 0.8 FOOT SOUTHWEST OF THE
 PX0047'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF STEEL BRIDGE
 PX0047'402.59 OVER A CREEK, 6.1 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 PX0047'ABOUT LEVEL WITH THE TRACK.
 PX0047
 PX0047                          STATION RECOVERY (1982)
 PX0047
 PX0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0047'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.8 KM (27.2
 PX0047'MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0047'NEVADA STREET IN LOVELL, THENCE 8.6 KM (5.35 MI) SOUTHERLY ALONG U. S.
 PX0047'HIGHWAY 20, THENCE 1.3 KM (0.8 MI) SOUTHEAST ALONG THE BURLINGTON
 PX0047'NORTHERN RAILROAD, IN THE NORTHEAST END OF THE NORTHWEST CONCRETE
 PX0047'ABUTMENT OF RAILROAD BRIDGE NUMBER 402.59 OVER THE GREYBULL RIVER AND
 PX0047'1.9 METERS (6.2 FT) NORTHEAST OF THE NEAR RAIL.  NOTE=DUE TO REROUTING
 PX0047'OF THE LEVEL LINE, THIS MARK WAS NOT LEVELED TO THIS SURVEY.
 PX0047'THE MARK IS ABOVE LEVEL WITH TE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0420 ***********************************************************************
 NQ0420  DESIGNATION -  B 16
 NQ0420  PID         -  NQ0420
 NQ0420  STATE/COUNTY-  WY/CONVERSE
 NQ0420  USGS QUAD   -  ORPHA (1974)
 NQ0420
 NQ0420                         *CURRENT SURVEY CONTROL
 NQ0420  ___________________________________________________________________
 NQ0420* NAD 83(1986)-  42 51 00.     (N)    105 32 36.     (W)     SCALED    
 NQ0420* NAVD 88     -      1491.599  (meters)    4893.69   (feet)  ADJUSTED  
 NQ0420  ___________________________________________________________________
 NQ0420  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NQ0420  DYNAMIC HT  -        1490.664 (meters)    4890.62  (feet)  COMP
 NQ0420  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 NQ0420
 NQ0420  VERT ORDER  -  FIRST     CLASS II
 NQ0420
 NQ0420.The horizontal coordinates were scaled from a topographic map and have
 NQ0420.an estimated accuracy of +/- 6 seconds.
 NQ0420
 NQ0420.The orthometric height was determined by differential leveling
 NQ0420.and adjusted by the National Geodetic Survey in June 1991..
 NQ0420
 NQ0420.The geoid height was determined by GEOID03.
 NQ0420
 NQ0420.The dynamic height is computed by dividing the NAVD 88
 NQ0420.geopotential number by the normal gravity value computed on the
 NQ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0420.degrees latitude (g = 980.6199 gals.).
 NQ0420
 NQ0420.The modeled gravity was interpolated from observed gravity values.
 NQ0420
 NQ0420;                    North         East    Units  Estimated Accuracy
 NQ0420;SPC WY E     -   261,060.      169,210.      MT  (+/- 180 meters Scaled)
 NQ0420
 NQ0420                          SUPERSEDED SURVEY CONTROL
 NQ0420
 NQ0420  NGVD 29 (??/??/92) 1490.723  (m)         4890.81   (f) ADJ UNCH    1 2
 NQ0420
 NQ0420.Superseded values are not recommended for survey control.
 NQ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0420.See file dsdata.txt to determine how the superseded data were derived.
 NQ0420
 NQ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH556443(NAD 83)
 NQ0420_MARKER: DB = BENCH MARK DISK
 NQ0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0420_STAMPING: B 16 1934
 NQ0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0420+STABILITY: SURFACE MOTION
 NQ0420
 NQ0420  HISTORY     - Date     Condition        Report By
 NQ0420  HISTORY     - 1934     MONUMENTED       CGS
 NQ0420
 NQ0420                          STATION DESCRIPTION
 NQ0420
 NQ0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0420'12 MI NW FROM DOUGLAS.
 NQ0420'12 MILES N.W. OF C.B. AND Q. R.R. STATION, ALONG THE CHICAGO,
 NQ0420'BURLINGTON AND QUINCY R.R., 1480 FT. S.E OF M.P. 161, AND 1.9
 NQ0420'MILES W. OF ORPHA STATION.  IN A CUT AT POINT WHERE N. PLATTE
 NQ0420'RIVER FLOWS TO FOOT OF R.R. FILL.  53 FT. N.W. OF CENTERLINE
 NQ0420'OF MOTOR CAR SET OFF, 35.8 FT. N. OF N. RAIL.  MARK IN TOP OF
 NQ0420'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0370 ***********************************************************************
 PW0370  DESIGNATION -  B 160
 PW0370  PID         -  PW0370
 PW0370  STATE/COUNTY-  WY/BIG HORN
 PW0370  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0370
 PW0370                         *CURRENT SURVEY CONTROL
 PW0370  ___________________________________________________________________
 PW0370* NAD 83(1986)-  44 34 52.     (N)    107 40 40.     (W)     SCALED    
 PW0370* NAVD 88     -      1484.566  (meters)    4870.61   (feet)  ADJUSTED  
 PW0370  ___________________________________________________________________
 PW0370  GEOID HEIGHT-          -9.64  (meters)                     GEOID03
 PW0370  DYNAMIC HT  -        1483.935 (meters)    4868.54  (feet)  COMP
 PW0370  MODELED GRAV-     980,140.1   (mgal)                       NAVD 88
 PW0370
 PW0370  VERT ORDER  -  SECOND    CLASS 0
 PW0370
 PW0370.The horizontal coordinates were scaled from a topographic map and have
 PW0370.an estimated accuracy of +/- 6 seconds.
 PW0370
 PW0370.The orthometric height was determined by differential leveling
 PW0370.and adjusted by the National Geodetic Survey in June 1991..
 PW0370
 PW0370.The geoid height was determined by GEOID03.
 PW0370
 PW0370.The dynamic height is computed by dividing the NAVD 88
 PW0370.geopotential number by the normal gravity value computed on the
 PW0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0370.degrees latitude (g = 980.6199 gals.).
 PW0370
 PW0370.The modeled gravity was interpolated from observed gravity values.
 PW0370
 PW0370;                    North         East    Units  Estimated Accuracy
 PW0370;SPC WYEC     -   553,380.      372,650.      MT  (+/- 180 meters Scaled)
 PW0370
 PW0370                          SUPERSEDED SURVEY CONTROL
 PW0370
 PW0370  NGVD 29 (??/??/92) 1483.729  (m)         4867.87   (f) ADJ UNCH    2 0
 PW0370
 PW0370.Superseded values are not recommended for survey control.
 PW0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0370.See file dsdata.txt to determine how the superseded data were derived.
 PW0370
 PW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK874399(NAD 83)
 PW0370_MARKER: DB = BENCH MARK DISK
 PW0370_SETTING: 66 = SET IN ROCK OUTCROP
 PW0370_SP_SET: OUTCROP
 PW0370_STAMPING: B 160 1966
 PW0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0370+STABILITY: POSITION/ELEVATION WELL
 PW0370
 PW0370  HISTORY     - Date     Condition        Report By
 PW0370  HISTORY     - 1966     MONUMENTED       CGS
 PW0370
 PW0370                          STATION DESCRIPTION
 PW0370
 PW0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0370'6.75 MI NE FROM SHELL.
 PW0370'6.75 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0370'SHELL, AT A SWITCHBACK AND SMALL TURNOUT, IN THE TOP OF A 5- BY
 PW0370'12-FOOT OUTCROP PROJECTING ABOUT 1 1/2 FEET, 53 FEET NORTH OF THE
 PW0370'CENTER LINE OF THE HIGHWAY, 20 1/2 FEET SOUTHEAST OF THE CENTER OF A
 PW0370'TRAIL, 4.2 FEET SOUTH OF A WITNESS POST, AND ABOUT 6 FEET HIGHER THAN
 PW0370'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0213 ***********************************************************************
 PW0213  DESIGNATION -  B 161
 PW0213  PID         -  PW0213
 PW0213  STATE/COUNTY-  WY/SHERIDAN
 PW0213  USGS QUAD   -  WOODROCK (1993)
 PW0213
 PW0213                         *CURRENT SURVEY CONTROL
 PW0213  ___________________________________________________________________
 PW0213* NAD 83(1986)-  44 39 34.     (N)    107 29 47.     (W)     SCALED    
 PW0213* NAVD 88     -      2702.532  (meters)    8866.56   (feet)  ADJUSTED  
 PW0213  ___________________________________________________________________
 PW0213  GEOID HEIGHT-          -8.73  (meters)                     GEOID03
 PW0213  DYNAMIC HT  -        2701.009 (meters)    8861.56  (feet)  COMP
 PW0213  MODELED GRAV-     979,952.7   (mgal)                       NAVD 88
 PW0213
 PW0213  VERT ORDER  -  SECOND    CLASS 0
 PW0213
 PW0213.The horizontal coordinates were scaled from a topographic map and have
 PW0213.an estimated accuracy of +/- 6 seconds.
 PW0213
 PW0213.The orthometric height was determined by differential leveling
 PW0213.and adjusted by the National Geodetic Survey in June 1991..
 PW0213
 PW0213.The geoid height was determined by GEOID03.
 PW0213
 PW0213.The dynamic height is computed by dividing the NAVD 88
 PW0213.geopotential number by the normal gravity value computed on the
 PW0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0213.degrees latitude (g = 980.6199 gals.).
 PW0213
 PW0213.The modeled gravity was interpolated from observed gravity values.
 PW0213
 PW0213;                    North         East    Units  Estimated Accuracy
 PW0213;SPC WYEC     -   562,030.      387,070.      MT  (+/- 180 meters Scaled)
 PW0213
 PW0213                          SUPERSEDED SURVEY CONTROL
 PW0213
 PW0213  NGVD 29 (??/??/92) 2701.506  (m)         8863.19   (f) ADJ UNCH    2 0
 PW0213
 PW0213.Superseded values are not recommended for survey control.
 PW0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0213.See file dsdata.txt to determine how the superseded data were derived.
 PW0213
 PW0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK020481(NAD 83)
 PW0213_MARKER: DB = BENCH MARK DISK
 PW0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0213_STAMPING: B 161 1966
 PW0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0213+STABILITY: SURFACE MOTION
 PW0213
 PW0213  HISTORY     - Date     Condition        Report By
 PW0213  HISTORY     - 1966     MONUMENTED       CGS
 PW0213
 PW0213                          STATION DESCRIPTION
 PW0213
 PW0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0213'24.3 MI NE FROM SHELL.
 PW0213'24.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0213'SHELL, 0.05 MILE SOUTH OF THE SOUTH END OF A LONG CURVE, 116 FEET WEST
 PW0213'OF THE CENTER LINE OF THE HIGHWAY, 89 FEET WEST OF THE CENTER OF THE
 PW0213'WEST END OF A 24-INCH PIPE CULVERT, 1.7 FEET SOUTH OF A WITNESS POST,
 PW0213'ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PW0213'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0239 ***********************************************************************
 PW0239  DESIGNATION -  B 162
 PW0239  PID         -  PW0239
 PW0239  STATE/COUNTY-  WY/SHERIDAN
 PW0239  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0239
 PW0239                         *CURRENT SURVEY CONTROL
 PW0239  ___________________________________________________________________
 PW0239* NAD 83(1986)-  44 47 24.     (N)    107 22 19.     (W)     SCALED    
 PW0239* NAVD 88     -      2330.868  (meters)    7647.19   (feet)  ADJUSTED  
 PW0239  ___________________________________________________________________
 PW0239  GEOID HEIGHT-         -10.17  (meters)                     GEOID03
 PW0239  DYNAMIC HT  -        2329.715 (meters)    7643.41  (feet)  COMP
 PW0239  MODELED GRAV-     980,036.1   (mgal)                       NAVD 88
 PW0239
 PW0239  VERT ORDER  -  SECOND    CLASS 0
 PW0239
 PW0239.The horizontal coordinates were scaled from a topographic map and have
 PW0239.an estimated accuracy of +/- 6 seconds.
 PW0239
 PW0239.The orthometric height was determined by differential leveling
 PW0239.and adjusted by the National Geodetic Survey in June 1991..
 PW0239
 PW0239.The geoid height was determined by GEOID03.
 PW0239
 PW0239.The dynamic height is computed by dividing the NAVD 88
 PW0239.geopotential number by the normal gravity value computed on the
 PW0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0239.degrees latitude (g = 980.6199 gals.).
 PW0239
 PW0239.The modeled gravity was interpolated from observed gravity values.
 PW0239
 PW0239;                    North         East    Units  Estimated Accuracy
 PW0239;SPC WYEC     -   576,530.      396,950.      MT  (+/- 180 meters Scaled)
 PW0239
 PW0239                          SUPERSEDED SURVEY CONTROL
 PW0239
 PW0239  NGVD 29 (??/??/92) 2329.955  (m)         7644.19   (f) ADJ UNCH    2 0
 PW0239
 PW0239.Superseded values are not recommended for survey control.
 PW0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0239.See file dsdata.txt to determine how the superseded data were derived.
 PW0239
 PW0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK123623(NAD 83)
 PW0239_MARKER: DB = BENCH MARK DISK
 PW0239_SETTING: 66 = SET IN ROCK OUTCROP
 PW0239_SP_SET: GRANITE OUTCROP
 PW0239_STAMPING: B 162 1966
 PW0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0239+STABILITY: POSITION/ELEVATION WELL
 PW0239
 PW0239  HISTORY     - Date     Condition        Report By
 PW0239  HISTORY     - 1966     MONUMENTED       CGS
 PW0239
 PW0239                          STATION DESCRIPTION
 PW0239
 PW0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0239'14.7 MI SW FROM DAYTON.
 PW0239'14.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0239'DAYTON, IN THE TOP OF A FLAT GRANITE OUTCROP WHICH IS ABOUT FLUSH WITH
 PW0239'THE GROUND, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 28
 PW0239'FEET WEST OF A FORKED TREE AND THE END OF A FENCE, 13.4 FEET SOUTHWEST
 PW0239'OF A FENCE, 13.4 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 2 FEET
 PW0239'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0307 ***********************************************************************
 PW0307  DESIGNATION -  B 163
 PW0307  PID         -  PW0307
 PW0307  STATE/COUNTY-  WY/WASHAKIE
 PW0307  USGS QUAD   -  TEN SLEEP (1976)
 PW0307
 PW0307                         *CURRENT SURVEY CONTROL
 PW0307  ___________________________________________________________________
 PW0307* NAD 83(1986)-  44 00 50.     (N)    107 25 19.     (W)     SCALED    
 PW0307* NAVD 88     -      1360.445  (meters)    4463.39   (feet)  ADJUSTED  
 PW0307  ___________________________________________________________________
 PW0307  GEOID HEIGHT-         -10.77  (meters)                     GEOID03
 PW0307  DYNAMIC HT  -        1359.849 (meters)    4461.44  (feet)  COMP
 PW0307  MODELED GRAV-     980,132.7   (mgal)                       NAVD 88
 PW0307
 PW0307  VERT ORDER  -  SECOND    CLASS 0
 PW0307
 PW0307.The horizontal coordinates were scaled from a topographic map and have
 PW0307.an estimated accuracy of +/- 6 seconds.
 PW0307
 PW0307.The orthometric height was determined by differential leveling
 PW0307.and adjusted by the National Geodetic Survey in June 1991..
 PW0307
 PW0307.The geoid height was determined by GEOID03.
 PW0307
 PW0307.The dynamic height is computed by dividing the NAVD 88
 PW0307.geopotential number by the normal gravity value computed on the
 PW0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0307.degrees latitude (g = 980.6199 gals.).
 PW0307
 PW0307.The modeled gravity was interpolated from observed gravity values.
 PW0307
 PW0307;                    North         East    Units  Estimated Accuracy
 PW0307;SPC WYEC     -   490,300.      392,900.      MT  (+/- 180 meters Scaled)
 PW0307
 PW0307                          SUPERSEDED SURVEY CONTROL
 PW0307
 PW0307  NGVD 29 (??/??/92) 1359.70   (m)         4460.9    (f) COMPUTED    2 0
 PW0307
 PW0307.Superseded values are not recommended for survey control.
 PW0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0307.See file dsdata.txt to determine how the superseded data were derived.
 PW0307
 PW0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ058762(NAD 83)
 PW0307_MARKER: DB = BENCH MARK DISK
 PW0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0307_STAMPING: B 163 1966
 PW0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0307+STABILITY: SURFACE MOTION
 PW0307
 PW0307  HISTORY     - Date     Condition        Report By
 PW0307  HISTORY     - 1966     MONUMENTED       CGS
 PW0307
 PW0307                          STATION DESCRIPTION
 PW0307
 PW0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0307'2.25 MI S FROM TEN SLEEP.
 PW0307'2.25 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 PW0307'16 AT TEN SLEEP, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A DRIVEWAY
 PW0307'SOUTHWEST, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 PW0307'SOUTHEAST OF A POWER POLE WITH TWO GUY WIRES, 11.5 FEET NORTHEAST OF A
 PW0307'FENCE, 4.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN
 PW0307'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PW0307'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0092 ***********************************************************************
 OV0092  DESIGNATION -  B 164
 OV0092  PID         -  OV0092
 OV0092  STATE/COUNTY-  WY/WASHAKIE
 OV0092  USGS QUAD   -  BIG TRAILS (1976)
 OV0092
 OV0092                         *CURRENT SURVEY CONTROL
 OV0092  ___________________________________________________________________
 OV0092* NAD 83(1986)-  43 49 19.     (N)    107 21 15.     (W)     SCALED    
 OV0092* NAVD 88     -      1490.342  (meters)    4889.56   (feet)  ADJUSTED  
 OV0092  ___________________________________________________________________
 OV0092  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 OV0092  DYNAMIC HT  -        1489.626 (meters)    4887.21  (feet)  COMP
 OV0092  MODELED GRAV-     980,085.7   (mgal)                       NAVD 88
 OV0092
 OV0092  VERT ORDER  -  SECOND    CLASS 0
 OV0092
 OV0092.The horizontal coordinates were scaled from a topographic map and have
 OV0092.an estimated accuracy of +/- 6 seconds.
 OV0092
 OV0092.The orthometric height was determined by differential leveling
 OV0092.and adjusted by the National Geodetic Survey in June 1991..
 OV0092
 OV0092.The geoid height was determined by GEOID03.
 OV0092
 OV0092.The dynamic height is computed by dividing the NAVD 88
 OV0092.geopotential number by the normal gravity value computed on the
 OV0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0092.degrees latitude (g = 980.6199 gals.).
 OV0092
 OV0092.The modeled gravity was interpolated from observed gravity values.
 OV0092
 OV0092;                    North         East    Units  Estimated Accuracy
 OV0092;SPC WYEC     -   468,970.      398,320.      MT  (+/- 180 meters Scaled)
 OV0092
 OV0092                          SUPERSEDED SURVEY CONTROL
 OV0092
 OV0092  NGVD 29 (??/??/92) 1489.552  (m)         4886.97   (f) ADJ UNCH    2 0
 OV0092
 OV0092.Superseded values are not recommended for survey control.
 OV0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0092.See file dsdata.txt to determine how the superseded data were derived.
 OV0092
 OV0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ106547(NAD 83)
 OV0092_MARKER: DB = BENCH MARK DISK
 OV0092_SETTING: 66 = SET IN ROCK OUTCROP
 OV0092_SP_SET: SANDSTONE OUTCROP
 OV0092_STAMPING: B 164 1966
 OV0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0092+STABILITY: POSITION/ELEVATION WELL
 OV0092
 OV0092  HISTORY     - Date     Condition        Report By
 OV0092  HISTORY     - 1966     MONUMENTED       CGS
 OV0092
 OV0092                          STATION DESCRIPTION
 OV0092
 OV0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0092'16.55 MI S FROM TEN SLEEP.
 OV0092'16.55 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0092'16 AT TEN SLEEP, IN THE TOP OF A LEDGE OF A RED SANDSTONE OUTCROP
 OV0092'WHICH PROJECTS ABOUT 10 FEET, 140 FEET EAST OF THE CENTER LINE OF THE
 OV0092'ROAD, 256 FEET SOUTHEAST OF THE WEST END OF AN EAST-WEST FENCE LINE,
 OV0092'113 FEET SOUTH OF A POWER POLE WITH TWO GUY WIRES, 29.0 FEET WEST OF A
 OV0092'WITNESS POST, AND ABOUT 6 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0118 ***********************************************************************
 OV0118  DESIGNATION -  B 165
 OV0118  PID         -  OV0118
 OV0118  STATE/COUNTY-  WY/WASHAKIE
 OV0118  USGS QUAD   -  CORNELL GULCH (1967)
 OV0118
 OV0118                         *CURRENT SURVEY CONTROL
 OV0118  ___________________________________________________________________
 OV0118* NAD 83(1986)-  43 35 34.     (N)    107 26 16.     (W)     SCALED    
 OV0118* NAVD 88     -      1657.362  (meters)    5437.53   (feet)  ADJUSTED  
 OV0118  ___________________________________________________________________
 OV0118  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 OV0118  DYNAMIC HT  -        1656.441 (meters)    5434.51  (feet)  COMP
 OV0118  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 OV0118
 OV0118  VERT ORDER  -  SECOND    CLASS 0
 OV0118
 OV0118.The horizontal coordinates were scaled from a topographic map and have
 OV0118.an estimated accuracy of +/- 6 seconds.
 OV0118
 OV0118.The orthometric height was determined by differential leveling
 OV0118.and adjusted by the National Geodetic Survey in June 1991..
 OV0118
 OV0118.The geoid height was determined by GEOID03.
 OV0118
 OV0118.The dynamic height is computed by dividing the NAVD 88
 OV0118.geopotential number by the normal gravity value computed on the
 OV0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0118.degrees latitude (g = 980.6199 gals.).
 OV0118
 OV0118.The modeled gravity was interpolated from observed gravity values.
 OV0118
 OV0118;                    North         East    Units  Estimated Accuracy
 OV0118;SPC WYEC     -   443,510.      391,570.      MT  (+/- 180 meters Scaled)
 OV0118
 OV0118                          SUPERSEDED SURVEY CONTROL
 OV0118
 OV0118  NGVD 29 (??/??/92) 1656.475  (m)         5434.62   (f) ADJ UNCH    2 0
 OV0118
 OV0118.Superseded values are not recommended for survey control.
 OV0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0118.See file dsdata.txt to determine how the superseded data were derived.
 OV0118
 OV0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ032295(NAD 83)
 OV0118_MARKER: DB = BENCH MARK DISK
 OV0118_SETTING: 80 = SET IN A BOULDER
 OV0118_STAMPING: B 165 1966
 OV0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0118+STABILITY: SURFACE MOTION
 OV0118
 OV0118  HISTORY     - Date     Condition        Report By
 OV0118  HISTORY     - 1966     MONUMENTED       CGS
 OV0118
 OV0118                          STATION DESCRIPTION
 OV0118
 OV0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0118'39.2 MI S FROM TEN SLEEP.
 OV0118'39.2 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0118'16 AT TEN SLEEP, 0.5 MILE SOUTHWEST OF A TRIANGLE FORMED BY THE
 OV0118'JUNCTION OF A ROAD, 0.15 MILE NORTHWEST OF THE CROSSING OF A POWER
 OV0118'LINE, IN THE TOP OF A 6 1/2- BY 8 1/2-FOOT RED SANDSTONE BOULDER
 OV0118'PROJECTING ABOUT 2 1/2 FEET, 24 FEET NORTHWEST OF THE CENTER LINE OF
 OV0118'THE ROAD, 2.7 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 6 1/2 FEET
 OV0118'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0757 ***********************************************************************
 MO0757  DESIGNATION -  B 167
 MO0757  PID         -  MO0757
 MO0757  STATE/COUNTY-  WY/ALBANY
 MO0757  USGS QUAD   -  BOSLER (1981)
 MO0757
 MO0757                         *CURRENT SURVEY CONTROL
 MO0757  ___________________________________________________________________
 MO0757* NAD 83(1986)-  41 34 57.     (N)    105 38 15.     (W)     SCALED    
 MO0757* NAVD 88     -      2171.366  (meters)    7123.89   (feet)  ADJUSTED  
 MO0757  ___________________________________________________________________
 MO0757  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 MO0757  DYNAMIC HT  -        2169.541 (meters)    7117.90  (feet)  COMP
 MO0757  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 MO0757
 MO0757  VERT ORDER  -  SECOND    CLASS 0
 MO0757
 MO0757.The horizontal coordinates were scaled from a topographic map and have
 MO0757.an estimated accuracy of +/- 6 seconds.
 MO0757
 MO0757.The orthometric height was determined by differential leveling
 MO0757.and adjusted by the National Geodetic Survey in June 1991..
 MO0757
 MO0757.The geoid height was determined by GEOID03.
 MO0757
 MO0757.The dynamic height is computed by dividing the NAVD 88
 MO0757.geopotential number by the normal gravity value computed on the
 MO0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0757.degrees latitude (g = 980.6199 gals.).
 MO0757
 MO0757.The modeled gravity was interpolated from observed gravity values.
 MO0757
 MO0757;                    North         East    Units  Estimated Accuracy
 MO0757;SPC WY E     -   120,320.      160,740.      MT  (+/- 180 meters Scaled)
 MO0757
 MO0757                          SUPERSEDED SURVEY CONTROL
 MO0757
 MO0757  NGVD 29 (??/??/92) 2170.322  (m)         7120.46   (f) ADJ UNCH    2 0
 MO0757
 MO0757.Superseded values are not recommended for survey control.
 MO0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0757.See file dsdata.txt to determine how the superseded data were derived.
 MO0757
 MO0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG468036(NAD 83)
 MO0757_MARKER: DB = BENCH MARK DISK
 MO0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0757_STAMPING: B 167 1966
 MO0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0757+STABILITY: SURFACE MOTION
 MO0757
 MO0757  HISTORY     - Date     Condition        Report By
 MO0757  HISTORY     - 1966     MONUMENTED       CGS
 MO0757
 MO0757                          STATION DESCRIPTION
 MO0757
 MO0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0757'5 MI E FROM BOSLER.
 MO0757'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BOSLER,
 MO0757'THENCE 3.0 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.35 MILE
 MO0757'NORTHEAST OF A WOODEN BRIDGE OVER A WASH, 0.2 MILE SOUTHWEST OF A
 MO0757'T JUNCTION OF FENCES, 98 FEET NORTHWEST OF THE CENTER LINE OF THE
 MO0757'HIGHWAY, 29 FEET NORTHEAST OF BENCH MARK 7120 (WSHD), 2.9 FEET
 MO0757'SOUTHEAST OF A FENCE, 3.6 FEET NORTHEAST OF A WITNESS POST, ABOUT
 MO0757'3 FEET LOWER THAN THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 MO0757'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0414 ***********************************************************************
 MO0414  DESIGNATION -  B 168
 MO0414  PID         -  MO0414
 MO0414  STATE/COUNTY-  WY/ALBANY
 MO0414  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0414
 MO0414                         *CURRENT SURVEY CONTROL
 MO0414  ___________________________________________________________________
 MO0414* NAD 83(1986)-  41 44 20.     (N)    105 19 19.     (W)     SCALED    
 MO0414* NAVD 88     -      1899.819  (meters)    6232.99   (feet)  ADJUSTED  
 MO0414  ___________________________________________________________________
 MO0414  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 MO0414  DYNAMIC HT  -        1898.375 (meters)    6228.25  (feet)  COMP
 MO0414  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 MO0414
 MO0414  VERT ORDER  -  SECOND    CLASS 0
 MO0414
 MO0414.The horizontal coordinates were scaled from a topographic map and have
 MO0414.an estimated accuracy of +/- 6 seconds.
 MO0414
 MO0414.The orthometric height was determined by differential leveling
 MO0414.and adjusted by the National Geodetic Survey in June 1991..
 MO0414
 MO0414.The geoid height was determined by GEOID03.
 MO0414
 MO0414.The dynamic height is computed by dividing the NAVD 88
 MO0414.geopotential number by the normal gravity value computed on the
 MO0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0414.degrees latitude (g = 980.6199 gals.).
 MO0414
 MO0414.The modeled gravity was interpolated from observed gravity values.
 MO0414
 MO0414;                    North         East    Units  Estimated Accuracy
 MO0414;SPC WY E     -   137,590.      187,080.      MT  (+/- 180 meters Scaled)
 MO0414
 MO0414                          SUPERSEDED SURVEY CONTROL
 MO0414
 MO0414  NGVD 29 (??/??/92) 1898.905  (m)         6229.99   (f) ADJ UNCH    2 0
 MO0414
 MO0414.Superseded values are not recommended for survey control.
 MO0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0414.See file dsdata.txt to determine how the superseded data were derived.
 MO0414
 MO0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG732208(NAD 83)
 MO0414_MARKER: DB = BENCH MARK DISK
 MO0414_SETTING: 66 = SET IN ROCK OUTCROP
 MO0414_SP_SET: LARGE OUTCROP
 MO0414_STAMPING: B 168 1966
 MO0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0414+STABILITY: POSITION/ELEVATION WELL
 MO0414
 MO0414  HISTORY     - Date     Condition        Report By
 MO0414  HISTORY     - 1966     MONUMENTED       CGS
 MO0414
 MO0414                          STATION DESCRIPTION
 MO0414
 MO0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0414'34.9 MI SW FROM WHEATLAND.
 MO0414'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0414'WHEATLAND, THENCE 24.05 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0414'THENCE 4.15 MILES SOUTH ALONG OLD WHEATLAND ROAD, 0.2 MILE SOUTH
 MO0414'OF A CATTLEGUARD, IN THE TOP OF A LARGE OUTCROP PROJECTING ABOUT
 MO0414'3 FEET, 125 FEET EAST OF THE CENTER LINE OF THE ROAD, 8.5 FEET
 MO0414'NORTHEAST OF A WITNESS POST, AND ABOUT 7 FEET HIGHER THAN THE
 MO0414'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0219 ***********************************************************************
 MR0219  DESIGNATION -  B 169
 MR0219  PID         -  MR0219
 MR0219  STATE/COUNTY-  WY/LINCOLN
 MR0219  USGS QUAD   -  SAGE (1985)
 MR0219
 MR0219                         *CURRENT SURVEY CONTROL
 MR0219  ___________________________________________________________________
 MR0219* NAD 83(1986)-  41 49 17.     (N)    110 56 22.     (W)     SCALED    
 MR0219* NAVD 88     -      1938.136  (meters)    6358.70   (feet)  ADJUSTED  
 MR0219  ___________________________________________________________________
 MR0219  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MR0219  DYNAMIC HT  -        1936.547 (meters)    6353.49  (feet)  COMP
 MR0219  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 MR0219
 MR0219  VERT ORDER  -  SECOND    CLASS 0
 MR0219
 MR0219.The horizontal coordinates were scaled from a topographic map and have
 MR0219.an estimated accuracy of +/- 6 seconds.
 MR0219
 MR0219.The orthometric height was determined by differential leveling
 MR0219.and adjusted by the National Geodetic Survey in June 1991..
 MR0219
 MR0219.The geoid height was determined by GEOID03.
 MR0219
 MR0219.The dynamic height is computed by dividing the NAVD 88
 MR0219.geopotential number by the normal gravity value computed on the
 MR0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0219.degrees latitude (g = 980.6199 gals.).
 MR0219
 MR0219.The modeled gravity was interpolated from observed gravity values.
 MR0219
 MR0219;                    North         East    Units  Estimated Accuracy
 MR0219;SPC WY W     -   247,100.      728,880.      MT  (+/- 180 meters Scaled)
 MR0219
 MR0219                          SUPERSEDED SURVEY CONTROL
 MR0219
 MR0219  NGVD 29 (??/??/92) 1936.840  (m)         6354.45   (f) ADJ UNCH    2 0
 MR0219
 MR0219.Superseded values are not recommended for survey control.
 MR0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0219.See file dsdata.txt to determine how the superseded data were derived.
 MR0219
 MR0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM050299(NAD 83)
 MR0219_MARKER: DB = BENCH MARK DISK
 MR0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0219_STAMPING: B 169 1966
 MR0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0219+STABILITY: SURFACE MOTION
 MR0219
 MR0219  HISTORY     - Date     Condition        Report By
 MR0219  HISTORY     - 1966     MONUMENTED       CGS
 MR0219
 MR0219                          STATION DESCRIPTION
 MR0219
 MR0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0219'1.2 MI E FROM SAGE.
 MR0219'1.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF A
 MR0219'GRAVELED ROAD AT SAGE, 98.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 106
 MR0219'FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 30N, 12 FEET
 MR0219'NORTHEAST OF THE NORTHEAST END OF A IRON GATE, 51 FEET WEST-NORTHWEST
 MR0219'OF THE 4TH TELEPHONE POLE NORTHWEST OF MILE POST 62, 1.2 FEET
 MR0219'NORTHWEST OF A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST, AND SET IN
 MR0219'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0221 ***********************************************************************
 MQ0221  DESIGNATION -  B 17
 MQ0221  PID         -  MQ0221
 MQ0221  STATE/COUNTY-  WY/SWEETWATER
 MQ0221  USGS QUAD   -  LINWOOD CANYON (1996)
 MQ0221
 MQ0221                         *CURRENT SURVEY CONTROL
 MQ0221  ___________________________________________________________________
 MQ0221* NAD 83(1986)-  41 01 37.     (N)    109 38 29.     (W)     SCALED    
 MQ0221* NAVD 88     -      1973.878  (meters)    6475.96   (feet)  ADJUSTED  
 MQ0221  ___________________________________________________________________
 MQ0221  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 MQ0221  DYNAMIC HT  -        1972.087 (meters)    6470.09  (feet)  COMP
 MQ0221  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 MQ0221
 MQ0221  VERT ORDER  -  FIRST     CLASS II
 MQ0221
 MQ0221.The horizontal coordinates were scaled from a topographic map and have
 MQ0221.an estimated accuracy of +/- 6 seconds.
 MQ0221
 MQ0221.The orthometric height was determined by differential leveling
 MQ0221.and adjusted by the National Geodetic Survey in June 1991..
 MQ0221.WARNING-Repeat measurements at this control monument indicate possible
 MQ0221.vertical movement.
 MQ0221
 MQ0221.The geoid height was determined by GEOID03.
 MQ0221
 MQ0221.The dynamic height is computed by dividing the NAVD 88
 MQ0221.geopotential number by the normal gravity value computed on the
 MQ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0221.degrees latitude (g = 980.6199 gals.).
 MQ0221
 MQ0221.The modeled gravity was interpolated from observed gravity values.
 MQ0221
 MQ0221;                    North         East    Units  Estimated Accuracy
 MQ0221;SPC WYWC     -    58,900.      525,040.      MT  (+/- 180 meters Scaled)
 MQ0221
 MQ0221                          SUPERSEDED SURVEY CONTROL
 MQ0221
 MQ0221  NGVD 29 (??/??/92) 1972.589  (m)         6471.74   (f) ADJ UNCH    1 2
 MQ0221
 MQ0221.Superseded values are not recommended for survey control.
 MQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0221.See file dsdata.txt to determine how the superseded data were derived.
 MQ0221
 MQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL142426(NAD 83)
 MQ0221_MARKER: DB = BENCH MARK DISK
 MQ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0221_STAMPING: B 17 1933 6471.736
 MQ0221_MARK LOGO: CGS   
 MQ0221_PROJECTION: PROJECTING 25 CENTIMETERS
 MQ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0221+STABILITY: SURFACE MOTION
 MQ0221
 MQ0221  HISTORY     - Date     Condition        Report By
 MQ0221  HISTORY     - 1933     MONUMENTED       CGS
 MQ0221  HISTORY     - 1962     GOOD             NGS
 MQ0221  HISTORY     - 1984     GOOD             NGS
 MQ0221
 MQ0221                          STATION DESCRIPTION
 MQ0221
 MQ0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 MQ0221'2.95 MI N FROM LINWOOD, UT.
 MQ0221'2.95 MILES NORTH ALONG UTAH STATE HIGHWAY 43 AND WYOMING STATE HIGHWAY
 MQ0221'530 FROM THE POST OFFICE AT LINWOOD, ON THE OUTSIDE OF A CURVE AND AT
 MQ0221'THE TOP OF A LOW SUMMIT, 61 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MQ0221'HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD EAST, 1 1/2
 MQ0221'FEET LOWER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 MQ0221'PROJECTING 0.9 FOOT.
 MQ0221
 MQ0221                          STATION RECOVERY (1984)
 MQ0221
 MQ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0221'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.3 KM
 MQ0221'(5.8 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM THERE
 MQ0221'JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 1.1 KM (0.7 MI) SOUTHWEST OF
 MQ0221'MILEPOST 41, AT THE TOP OF A LONG HILL, 21.8 M (71.5 FT) SOUTHEAST OF
 MQ0221'THE CENTERLINE OF THE HIGHWAY, AND 10.1 M (33.1 FT) SOUTH OF THE
 MQ0221'CENTER OF A TRACK ROAD LEADING EAST.
 MQ0221'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MQ0221'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0010 ***********************************************************************
 NR0010  DESIGNATION -  B 18
 NR0010  PID         -  NR0010
 NR0010  STATE/COUNTY-  WY/NATRONA
 NR0010  USGS QUAD   -  CASPER (1984)
 NR0010
 NR0010                         *CURRENT SURVEY CONTROL
 NR0010  ___________________________________________________________________
 NR0010* NAD 83(1986)-  42 50 59.     (N)    106 19 25.     (W)     SCALED    
 NR0010* NAVD 88     -      1562.096  (meters)    5124.98   (feet)  ADJUSTED  
 NR0010  ___________________________________________________________________
 NR0010  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NR0010  DYNAMIC HT  -        1561.128 (meters)    5121.80  (feet)  COMP
 NR0010  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 NR0010
 NR0010  VERT ORDER  -  FIRST     CLASS II
 NR0010
 NR0010.The horizontal coordinates were scaled from a topographic map and have
 NR0010.an estimated accuracy of +/- 6 seconds.
 NR0010
 NR0010.The orthometric height was determined by differential leveling
 NR0010.and adjusted by the National Geodetic Survey in June 1991..
 NR0010
 NR0010.The geoid height was determined by GEOID03.
 NR0010
 NR0010.The dynamic height is computed by dividing the NAVD 88
 NR0010.geopotential number by the normal gravity value computed on the
 NR0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0010.degrees latitude (g = 980.6199 gals.).
 NR0010
 NR0010.The modeled gravity was interpolated from observed gravity values.
 NR0010
 NR0010;                    North         East    Units  Estimated Accuracy
 NR0010;SPC WYEC     -   361,460.      482,530.      MT  (+/- 180 meters Scaled)
 NR0010
 NR0010                          SUPERSEDED SURVEY CONTROL
 NR0010
 NR0010  NGVD 29 (??/??/92) 1561.23   (m)         5122.1    (f) COMPUTED    1 2
 NR0010
 NR0010.Superseded values are not recommended for survey control.
 NR0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0010.See file dsdata.txt to determine how the superseded data were derived.
 NR0010
 NR0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH918449(NAD 83)
 NR0010_MARKER: DB = BENCH MARK DISK
 NR0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NR0010_SP_SET: BALUSTRADE
 NR0010_STAMPING: B 18 1934
 NR0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0010
 NR0010  HISTORY     - Date     Condition        Report By
 NR0010  HISTORY     - 1934     MONUMENTED       CGS
 NR0010  HISTORY     - 20000911 MARK NOT FOUND   NGS
 NR0010
 NR0010                          STATION DESCRIPTION
 NR0010
 NR0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0010'IN CASPER.
 NR0010'AT CASPER, NATRONA COUNTY, AT THE NEW POST OFFICE, 64.0 FEET SOUTH OF
 NR0010'THE NORTHWEST CORNER, 16.0 FEET NORTH OF THE CENTER LINE, IN THE TOP
 NR0010'OF THE NORTH BALUSTRADE OF THE WEST ENTRANCE STEPS, AND 2.2 FEET WEST
 NR0010'OF THE WEST FACE OF THE ENTRANCE.  A STANDARD DISK, B 18 1934.
 NR0010
 NR0010                          STATION RECOVERY (2000)
 NR0010
 NR0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 NR0010'REPLACED BY B 18 RESET 1971 (PID=NR0011).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0011 ***********************************************************************
 NR0011  DESIGNATION -  B 18 RESET
 NR0011  PID         -  NR0011
 NR0011  STATE/COUNTY-  WY/NATRONA
 NR0011  USGS QUAD   -  CASPER (1984)
 NR0011
 NR0011                         *CURRENT SURVEY CONTROL
 NR0011  ___________________________________________________________________
 NR0011* NAD 83(1986)-  42 50 59.     (N)    106 19 25.     (W)     SCALED    
 NR0011* NAVD 88     -      1562.100  (meters)    5124.99   (feet)  ADJUSTED  
 NR0011  ___________________________________________________________________
 NR0011  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NR0011  DYNAMIC HT  -        1561.131 (meters)    5121.81  (feet)  COMP
 NR0011  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 NR0011
 NR0011  VERT ORDER  -  FIRST     CLASS II
 NR0011
 NR0011.The horizontal coordinates were scaled from a topographic map and have
 NR0011.an estimated accuracy of +/- 6 seconds.
 NR0011
 NR0011.The orthometric height was determined by differential leveling
 NR0011.and adjusted by the National Geodetic Survey in June 1991..
 NR0011
 NR0011.The geoid height was determined by GEOID03.
 NR0011
 NR0011.The dynamic height is computed by dividing the NAVD 88
 NR0011.geopotential number by the normal gravity value computed on the
 NR0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0011.degrees latitude (g = 980.6199 gals.).
 NR0011
 NR0011.The modeled gravity was interpolated from observed gravity values.
 NR0011
 NR0011;                    North         East    Units  Estimated Accuracy
 NR0011;SPC WYEC     -   361,460.      482,530.      MT  (+/- 180 meters Scaled)
 NR0011
 NR0011                          SUPERSEDED SURVEY CONTROL
 NR0011
 NR0011  NGVD 29 (06/08/92) 1561.228  (m)         5122.13   (f) ADJUSTED    1 2
 NR0011
 NR0011.Superseded values are not recommended for survey control.
 NR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0011.See file dsdata.txt to determine how the superseded data were derived.
 NR0011
 NR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH918449(NAD 83)
 NR0011_MARKER: DB = BENCH MARK DISK
 NR0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NR0011_SP_SET: PORCH
 NR0011_STAMPING: B 18 RESET 1971
 NR0011_MARK LOGO: NGS   
 NR0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NR0011+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 NR0011
 NR0011  HISTORY     - Date     Condition        Report By
 NR0011  HISTORY     - 1971     MONUMENTED       WYHD
 NR0011  HISTORY     - 1972     GOOD             WYHD
 NR0011  HISTORY     - 1982     GOOD             NGS
 NR0011  HISTORY     - 20000911 GOOD             NGS
 NR0011
 NR0011                          STATION DESCRIPTION
 NR0011
 NR0011'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1972
 NR0011'IN CASPER.
 NR0011'AT CASPER, AT THE NEW FEDERAL BUILDING UNITED STATES COURT HOUSE (OLD
 NR0011'POST OFFICE), 68.5 FEET SOUTH OF THE NORTHWEST CORNER, 10.5 FEET NORTH
 NR0011'OF THE CENTERLINE IN THE TOP OF THE NORTH PORCH DECK OF THE WEST
 NR0011'ENTRANCE STEPS, 3.3 FEET UNDER A WINDOW SILL AND 1.9 FEET WEST OF THE
 NR0011'WEST FACE OF THE BUILDING.
 NR0011
 NR0011                          STATION RECOVERY (1982)
 NR0011
 NR0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0011'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN CASPER, AT
 NR0011'111 SOUTH WOLCOTT STREET, IN THE NORTHEAST CORNER OF THE PORCH DECK AT
 NR0011'THE WEST ENTRANCE TO THE FEDERAL BUILDING AND UNITED STATES COURT
 NR0011'HOUSE, 20.9 METERS (68.6 FT) SOUTH OF THE NORTHWEST CORNER OF THE
 NR0011'BUILDING, 3.2 METERS (10.5 FT) NORTH OF THE CENTER OF THE ENTRANCE AND
 NR0011'0.6 METER (2.0 FT) EAST OF THE FIRST WINDOW NORTH OF THE ENTRANCE.
 NR0011'THE MARK IS 1.6 M ABOVE THE SIDEWALK.
 NR0011
 NR0011                          STATION RECOVERY (2000)
 NR0011
 NR0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 NR0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0145 ***********************************************************************
 MQ0145  DESIGNATION -  B 19
 MQ0145  PID         -  MQ0145
 MQ0145  STATE/COUNTY-  WY/SWEETWATER
 MQ0145  USGS QUAD   -  PILOT BUTTE (1978)
 MQ0145
 MQ0145                         *CURRENT SURVEY CONTROL
 MQ0145  ___________________________________________________________________
 MQ0145* NAD 83(1986)-  41 39 40.     (N)    109 15 52.     (W)     SCALED    
 MQ0145* NAVD 88     -      1977.525  (meters)    6487.93   (feet)  ADJUSTED  
 MQ0145  ___________________________________________________________________
 MQ0145  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 MQ0145  DYNAMIC HT  -        1975.862 (meters)    6482.47  (feet)  COMP
 MQ0145  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 MQ0145
 MQ0145  VERT ORDER  -  FIRST     CLASS II
 MQ0145
 MQ0145.The horizontal coordinates were scaled from a topographic map and have
 MQ0145.an estimated accuracy of +/- 6 seconds.
 MQ0145
 MQ0145.The orthometric height was determined by differential leveling
 MQ0145.and adjusted by the National Geodetic Survey in June 1991..
 MQ0145
 MQ0145.The geoid height was determined by GEOID03.
 MQ0145
 MQ0145.The dynamic height is computed by dividing the NAVD 88
 MQ0145.geopotential number by the normal gravity value computed on the
 MQ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0145.degrees latitude (g = 980.6199 gals.).
 MQ0145
 MQ0145.The modeled gravity was interpolated from observed gravity values.
 MQ0145
 MQ0145;                    North         East    Units  Estimated Accuracy
 MQ0145;SPC WYWC     -   129,070.      557,160.      MT  (+/- 180 meters Scaled)
 MQ0145
 MQ0145                          SUPERSEDED SURVEY CONTROL
 MQ0145
 MQ0145  NGVD 29 (??/??/92) 1976.257  (m)         6483.77   (f) ADJ UNCH    1 2
 MQ0145
 MQ0145.Superseded values are not recommended for survey control.
 MQ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0145.See file dsdata.txt to determine how the superseded data were derived.
 MQ0145
 MQ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM444136(NAD 83)
 MQ0145_MARKER: DB = BENCH MARK DISK
 MQ0145_SETTING: 80 = SET IN A BOULDER
 MQ0145_SP_SET: BOULDER
 MQ0145_STAMPING: 6483.662 B 19 1933
 MQ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0145+STABILITY: SURFACE MOTION
 MQ0145
 MQ0145  HISTORY     - Date     Condition        Report By
 MQ0145  HISTORY     - 1933     MONUMENTED       CGS
 MQ0145  HISTORY     - 1958     MARK NOT FOUND   USGS
 MQ0145
 MQ0145                          STATION DESCRIPTION
 MQ0145
 MQ0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0145'6.2 MI N FROM ROCK SPRINGS.
 MQ0145'6.2 MILES NORTH ALONG U.S. HIGHWAY 187 FROM ROCK SPRINGS, SWEETWATER
 MQ0145'COUNTY, 800 FEET SOUTH OF A SMALL CUT, 79 FEET SOUTHEAST OF THE CENTER
 MQ0145'LINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE BOULDER MARKED BY A
 MQ0145'PYRAMID OF LOOSE STONES.  A STANDARD DISK, STAMPED 6483.662 B 19 1933.
 MQ0145
 MQ0145                          STATION RECOVERY (1958)
 MQ0145
 MQ0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MQ0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0254 ***********************************************************************
 NQ0254  DESIGNATION -  B 2
 NQ0254  PID         -  NQ0254
 NQ0254  STATE/COUNTY-  WY/CONVERSE
 NQ0254  USGS QUAD   -  SHAWNEE (1961)
 NQ0254
 NQ0254                         *CURRENT SURVEY CONTROL
 NQ0254  ___________________________________________________________________
 NQ0254* NAD 83(1986)-  42 41 18.     (N)    105 07 25.     (W)     SCALED    
 NQ0254* NAVD 88     -      1451.821  (meters)    4763.18   (feet)  ADJUSTED  
 NQ0254  ___________________________________________________________________
 NQ0254  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0254  DYNAMIC HT  -        1450.948 (meters)    4760.32  (feet)  COMP
 NQ0254  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 NQ0254
 NQ0254  VERT ORDER  -  FIRST     CLASS II
 NQ0254
 NQ0254.The horizontal coordinates were scaled from a topographic map and have
 NQ0254.an estimated accuracy of +/- 6 seconds.
 NQ0254
 NQ0254.The orthometric height was determined by differential leveling
 NQ0254.and adjusted by the National Geodetic Survey in June 1991..
 NQ0254
 NQ0254.The geoid height was determined by GEOID03.
 NQ0254
 NQ0254.The dynamic height is computed by dividing the NAVD 88
 NQ0254.geopotential number by the normal gravity value computed on the
 NQ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0254.degrees latitude (g = 980.6199 gals.).
 NQ0254
 NQ0254.The modeled gravity was interpolated from observed gravity values.
 NQ0254
 NQ0254;                    North         East    Units  Estimated Accuracy
 NQ0254;SPC WY E     -   243,030.      203,530.      MT  (+/- 180 meters Scaled)
 NQ0254
 NQ0254                          SUPERSEDED SURVEY CONTROL
 NQ0254
 NQ0254  NGVD 29 (??/??/92) 1451.017  (m)         4760.54   (f) ADJ UNCH    1 2
 NQ0254
 NQ0254.Superseded values are not recommended for survey control.
 NQ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0254.See file dsdata.txt to determine how the superseded data were derived.
 NQ0254
 NQ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH898262(NAD 83)
 NQ0254_MARKER: Z = SEE DESCRIPTION
 NQ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0254+STABILITY: SURFACE MOTION
 NQ0254
 NQ0254  HISTORY     - Date     Condition        Report By
 NQ0254  HISTORY     - UNK      MONUMENTED       CGS
 NQ0254  HISTORY     - 1954     GOOD             NGS
 NQ0254
 NQ0254                          STATION DESCRIPTION
 NQ0254
 NQ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0254'4.2 MI NE FROM ORIN.
 NQ0254'4.25 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0254'FROM THE STATION AT ORIN, 5 POLES NORTHEAST OF MILEPOST 528,
 NQ0254'25 FEET SOUTHWEST OF A TELEPHONE POLE, 39 FEET SOUTHEAST OF THE
 NQ0254'SOUTHEAST RAIL, 63.5 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST
 NQ0254'OF A WITNESS POST, IN THE TOP OF A STONE POST WHICH PROJECTS
 NQ0254'0.3 FOOT ABOVE THE GROUND, SURROUNDED BY THE LETTERS USBM.  IN
 NQ0254'SECTION 3, TOWNSHIP 31 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0090 ***********************************************************************
 NS0090  DESIGNATION -  B 20
 NS0090  PID         -  NS0090
 NS0090  STATE/COUNTY-  WY/SWEETWATER
 NS0090  USGS QUAD   -  TULE BUTTE (1980)
 NS0090
 NS0090                         *CURRENT SURVEY CONTROL
 NS0090  ___________________________________________________________________
 NS0090* NAD 83(1986)-  42 13 48.     (N)    109 09 30.     (W)     SCALED    
 NS0090* NAVD 88     -      2104.720  (meters)    6905.24   (feet)  ADJUSTED  
 NS0090  ___________________________________________________________________
 NS0090  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 NS0090  DYNAMIC HT  -        2102.935 (meters)    6899.38  (feet)  COMP
 NS0090  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 NS0090
 NS0090  VERT ORDER  -  FIRST     CLASS II
 NS0090
 NS0090.The horizontal coordinates were scaled from a topographic map and have
 NS0090.an estimated accuracy of +/- 6 seconds.
 NS0090
 NS0090.The orthometric height was determined by differential leveling
 NS0090.and adjusted by the National Geodetic Survey in June 1991..
 NS0090
 NS0090.The geoid height was determined by GEOID03.
 NS0090
 NS0090.The dynamic height is computed by dividing the NAVD 88
 NS0090.geopotential number by the normal gravity value computed on the
 NS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0090.degrees latitude (g = 980.6199 gals.).
 NS0090
 NS0090.The modeled gravity was interpolated from observed gravity values.
 NS0090
 NS0090;                    North         East    Units  Estimated Accuracy
 NS0090;SPC WYWC     -   192,200.      566,290.      MT  (+/- 180 meters Scaled)
 NS0090
 NS0090                          SUPERSEDED SURVEY CONTROL
 NS0090
 NS0090  NGVD 29 (??/??/92) 2103.422  (m)         6900.98   (f) ADJ UNCH    1 2
 NS0090
 NS0090.Superseded values are not recommended for survey control.
 NS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0090.See file dsdata.txt to determine how the superseded data were derived.
 NS0090
 NS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM519769(NAD 83)
 NS0090_MARKER: DB = BENCH MARK DISK
 NS0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0090_STAMPING: 6900.636 B 20 1933
 NS0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0090+STABILITY: SURFACE MOTION
 NS0090
 NS0090  HISTORY     - Date     Condition        Report By
 NS0090  HISTORY     - 1933     MONUMENTED       CGS
 NS0090
 NS0090                          STATION DESCRIPTION
 NS0090
 NS0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0090'20.4 MI NE FROM FARSON.
 NS0090'20.4 MILES NORTHEAST ALONG THE ROAD TO SOUTH PASS CITY FROM FARSON,
 NS0090'SWEETWATER COUNTY, 0.3 MILE NORTHEAST OF A CULVERT, ON THE TOP OF A
 NS0090'SMALL BARE KNOLL, AND 68 FEET NORTHWEST OF THE CENTER LINE OF THE
 NS0090'ROAD.  A STANDARD DISK, STAMPED OF A CONCRETE POST PROJECTING 4 INCHES
 NS0090'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0061 ***********************************************************************
 OW0061  DESIGNATION -  B 22
 OW0061  PID         -  OW0061
 OW0061  STATE/COUNTY-  WY/FREMONT
 OW0061  USGS QUAD   -  HIDDEN VALLEY (1980)
 OW0061
 OW0061                         *CURRENT SURVEY CONTROL
 OW0061  ___________________________________________________________________
 OW0061* NAD 83(1986)-  43 14 29.     (N)    108 10 00.     (W)     SCALED    
 OW0061* NAVD 88     -      1443.059  (meters)    4734.44   (feet)  ADJUSTED  
 OW0061  ___________________________________________________________________
 OW0061  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 OW0061  DYNAMIC HT  -        1442.145 (meters)    4731.44  (feet)  COMP
 OW0061  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 OW0061
 OW0061  VERT ORDER  -  FIRST     CLASS II
 OW0061
 OW0061.The horizontal coordinates were scaled from a topographic map and have
 OW0061.an estimated accuracy of +/- 6 seconds.
 OW0061
 OW0061.The orthometric height was determined by differential leveling
 OW0061.and adjusted by the National Geodetic Survey in June 1991..
 OW0061
 OW0061.The geoid height was determined by GEOID03.
 OW0061
 OW0061.The dynamic height is computed by dividing the NAVD 88
 OW0061.geopotential number by the normal gravity value computed on the
 OW0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0061.degrees latitude (g = 980.6199 gals.).
 OW0061
 OW0061.The modeled gravity was interpolated from observed gravity values.
 OW0061
 OW0061;                    North         East    Units  Estimated Accuracy
 OW0061;SPC WYWC     -   304,630.      647,380.      MT  (+/- 180 meters Scaled)
 OW0061
 OW0061                          SUPERSEDED SURVEY CONTROL
 OW0061
 OW0061  NGVD 29 (??/??/92) 1442.116  (m)         4731.34   (f) ADJ UNCH    1 2
 OW0061
 OW0061.Superseded values are not recommended for survey control.
 OW0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0061.See file dsdata.txt to determine how the superseded data were derived.
 OW0061
 OW0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN300915(NAD 83)
 OW0061_MARKER: DB = BENCH MARK DISK
 OW0061_SETTING: 66 = SET IN ROCK OUTCROP
 OW0061_SP_SET: ROCK FLAT
 OW0061_STAMPING: 4730.775 B 22 1933
 OW0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0061+STABILITY: POSITION/ELEVATION WELL
 OW0061
 OW0061  HISTORY     - Date     Condition        Report By
 OW0061  HISTORY     - 1933     MONUMENTED       CGS
 OW0061  HISTORY     - 1957     GOOD             USGS
 OW0061
 OW0061                          STATION DESCRIPTION
 OW0061
 OW0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0061'2.9 MI SW FROM SHOSHONI.
 OW0061'2.9 MILES SOUTHWEST ALONG STATE HIGHWAY 320 FROM SHOSHONI, FREMONT
 OW0061'COUNTY, 0.8 MILE NORTHEAST OF BIGHORN RIVER, AT A CURVE, 70 FEET
 OW0061'SOUTHEAST OF AN IRON CULVERT, IN A SMALL FLAT, 59 FEET SOUTHEAST OF
 OW0061'THE CENTER LINE OF THE HIGHWAY, AND IN A ROCK FORMATION MARKED BY A
 OW0061'PYRAMID OF ROCKS.  A STANDARD DISK, STAMPED 4730.775 B 22 1933.
 OW0061
 OW0061                          STATION RECOVERY (1957)
 OW0061
 OW0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OW0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0003 ***********************************************************************
 OW0003  DESIGNATION -  B 23
 OW0003  PID         -  OW0003
 OW0003  STATE/COUNTY-  WY/HOT SPRINGS
 OW0003  USGS QUAD   -  THERMOPOLIS (1960)
 OW0003
 OW0003                         *CURRENT SURVEY CONTROL
 OW0003  ___________________________________________________________________
 OW0003* NAD 83(1986)-  43 37 33.     (N)    108 13 12.     (W)     SCALED    
 OW0003* NAVD 88     -      1322.912  (meters)    4340.25   (feet)  ADJUSTED  
 OW0003  ___________________________________________________________________
 OW0003  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OW0003  DYNAMIC HT  -        1322.231 (meters)    4338.02  (feet)  COMP
 OW0003  MODELED GRAV-     980,059.3   (mgal)                       NAVD 88
 OW0003
 OW0003  VERT ORDER  -  FIRST     CLASS II
 OW0003
 OW0003.The horizontal coordinates were scaled from a topographic map and have
 OW0003.an estimated accuracy of +/- 6 seconds.
 OW0003
 OW0003.The orthometric height was determined by differential leveling
 OW0003.and adjusted by the National Geodetic Survey in June 1991..
 OW0003
 OW0003.The geoid height was determined by GEOID03.
 OW0003
 OW0003.The dynamic height is computed by dividing the NAVD 88
 OW0003.geopotential number by the normal gravity value computed on the
 OW0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0003.degrees latitude (g = 980.6199 gals.).
 OW0003
 OW0003.The modeled gravity was interpolated from observed gravity values.
 OW0003
 OW0003;                    North         East    Units  Estimated Accuracy
 OW0003;SPC WYWC     -   347,320.      642,770.      MT  (+/- 180 meters Scaled)
 OW0003
 OW0003                          SUPERSEDED SURVEY CONTROL
 OW0003
 OW0003  NGVD 29 (??/??/92) 1322.104  (m)         4337.60   (f) ADJ UNCH    1 2
 OW0003
 OW0003.Superseded values are not recommended for survey control.
 OW0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0003.See file dsdata.txt to determine how the superseded data were derived.
 OW0003
 OW0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP242340(NAD 83)
 OW0003_MARKER: DB = BENCH MARK DISK
 OW0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0003_STAMPING: 4337.022 B 23 1933
 OW0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0003+STABILITY: SURFACE MOTION
 OW0003
 OW0003  HISTORY     - Date     Condition        Report By
 OW0003  HISTORY     - 1933     MONUMENTED       CGS
 OW0003  HISTORY     - 1957     MARK NOT FOUND   USGS
 OW0003  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0003
 OW0003                          STATION DESCRIPTION
 OW0003
 OW0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0003'2.0 MI S FROM THERMOPOLIS.
 OW0003'2.0 MILES SOUTH ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 OW0003'THERMOPOLIS, HOT SPRINGS COUNTY, 0.2 MILE NORTH OF A METAL PUMPHOUSE,
 OW0003'SOUTH OF AN ABRUPT CURVE, 52 FEET WEST OF THE CENTER LINE OF THE
 OW0003'HIGHWAY, AND AT AN OFFSET IN THE FENCE LINE.  A STANDARD DISK, STAMPED
 OW0003'4337.022 B 23 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 OW0003'INCHES ABOVE GROUND.
 OW0003
 OW0003                          STATION RECOVERY (1957)
 OW0003
 OW0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OW0003'MARK NOT FOUND.
 OW0003
 OW0003                          STATION RECOVERY (1982)
 OW0003
 OW0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0335 ***********************************************************************
 PW0335  DESIGNATION -  B 24
 PW0335  PID         -  PW0335
 PW0335  STATE/COUNTY-  WY/WASHAKIE
 PW0335  USGS QUAD   -  RAIRDEN (1978)
 PW0335
 PW0335                         *CURRENT SURVEY CONTROL
 PW0335  ___________________________________________________________________
 PW0335* NAD 83(1986)-  44 10 05.     (N)    107 54 29.     (W)     SCALED    
 PW0335* NAVD 88     -      1207.477  (meters)    3961.53   (feet)  ADJUSTED  
 PW0335  ___________________________________________________________________
 PW0335  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 PW0335  DYNAMIC HT  -        1206.940 (meters)    3959.77  (feet)  COMP
 PW0335  MODELED GRAV-     980,131.9   (mgal)                       NAVD 88
 PW0335
 PW0335  VERT ORDER  -  FIRST     CLASS II
 PW0335
 PW0335.The horizontal coordinates were scaled from a topographic map and have
 PW0335.an estimated accuracy of +/- 6 seconds.
 PW0335
 PW0335.The orthometric height was determined by differential leveling
 PW0335.and adjusted by the National Geodetic Survey in June 1991..
 PW0335
 PW0335.The geoid height was determined by GEOID03.
 PW0335
 PW0335.The dynamic height is computed by dividing the NAVD 88
 PW0335.geopotential number by the normal gravity value computed on the
 PW0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0335.degrees latitude (g = 980.6199 gals.).
 PW0335
 PW0335.The modeled gravity was interpolated from observed gravity values.
 PW0335
 PW0335;                    North         East    Units  Estimated Accuracy
 PW0335;SPC WYEC     -   507,580.      354,040.      MT  (+/- 180 meters Scaled)
 PW0335
 PW0335                          SUPERSEDED SURVEY CONTROL
 PW0335
 PW0335  NGVD 29 (??/??/92) 1206.703  (m)         3958.99   (f) ADJ UNCH    1 2
 PW0335
 PW0335.Superseded values are not recommended for survey control.
 PW0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0335.See file dsdata.txt to determine how the superseded data were derived.
 PW0335
 PW0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ675946(NAD 83)
 PW0335_MARKER: DB = BENCH MARK DISK
 PW0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0335_STAMPING: 3958.457 B 24 1933
 PW0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0335+STABILITY: SURFACE MOTION
 PW0335
 PW0335  HISTORY     - Date     Condition        Report By
 PW0335  HISTORY     - 1933     MONUMENTED       CGS
 PW0335  HISTORY     - 1934     GOOD             NGS
 PW0335  HISTORY     - 1982     MARK NOT FOUND   NGS
 PW0335
 PW0335                          STATION DESCRIPTION
 PW0335
 PW0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PW0335'8.0 MI SE FROM MANDERSON.
 PW0335'IN WASHAKIE COUNTY, 8.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON
 PW0335'AND QUINCY RAILROAD FROM MANDERSON, BIG HORN COUNTY, AT MILEAGE
 PW0335'379.31, AT A PRIVATE-ROAD CROSSING, 81 FEET EAST OF THE CENTER LINE OF
 PW0335'THE TRACK, 20 FEET NORTH OF THE ROAD, AND 4 FEET EAST OF THE FENCE
 PW0335'LINE.  A STANDARD DISK, STAMPED 3958.457 B 24 1933 AND SET IN THE TOP
 PW0335'OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 PW0335
 PW0335                          STATION RECOVERY (1934)
 PW0335
 PW0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PW0335'RECOVERED IN GOOD CONDITION.
 PW0335
 PW0335                          STATION RECOVERY (1982)
 PW0335
 PW0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PW0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0017 ***********************************************************************
 PX0017  DESIGNATION -  B 25
 PX0017  PID         -  PX0017
 PX0017  STATE/COUNTY-  WY/BIG HORN
 PX0017  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0017
 PX0017                         *CURRENT SURVEY CONTROL
 PX0017  ___________________________________________________________________
 PX0017* NAD 83(1986)-  44 43 31.     (N)    108 18 28.     (W)     SCALED    
 PX0017* NAVD 88     -      1335.596  (meters)    4381.87   (feet)  ADJUSTED  
 PX0017  ___________________________________________________________________
 PX0017  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 PX0017  DYNAMIC HT  -        1335.042 (meters)    4380.05  (feet)  COMP
 PX0017  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 PX0017
 PX0017  VERT ORDER  -  FIRST     CLASS II
 PX0017
 PX0017.The horizontal coordinates were scaled from a topographic map and have
 PX0017.an estimated accuracy of +/- 6 seconds.
 PX0017
 PX0017.The orthometric height was determined by differential leveling
 PX0017.and adjusted by the National Geodetic Survey in June 1991..
 PX0017
 PX0017.The geoid height was determined by GEOID03.
 PX0017
 PX0017.The dynamic height is computed by dividing the NAVD 88
 PX0017.geopotential number by the normal gravity value computed on the
 PX0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0017.degrees latitude (g = 980.6199 gals.).
 PX0017
 PX0017.The modeled gravity was interpolated from observed gravity values.
 PX0017
 PX0017;                    North         East    Units  Estimated Accuracy
 PX0017;SPC WYEC     -   569,800.      322,810.      MT  (+/- 180 meters Scaled)
 PX0017
 PX0017                          SUPERSEDED SURVEY CONTROL
 PX0017
 PX0017  NGVD 29 (06/08/92) 1334.737  (m)         4379.05   (f) ADJUSTED    1 2
 PX0017
 PX0017.Superseded values are not recommended for survey control.
 PX0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0017.See file dsdata.txt to determine how the superseded data were derived.
 PX0017
 PX0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ132559(NAD 83)
 PX0017_MARKER: DB = BENCH MARK DISK
 PX0017_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PX0017_STAMPING: 4378.571 B 25 1933
 PX0017_MARK LOGO: CGS   
 PX0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0017
 PX0017  HISTORY     - Date     Condition        Report By
 PX0017  HISTORY     - 1933     MONUMENTED       CGS
 PX0017  HISTORY     - 1934     GOOD             NGS
 PX0017  HISTORY     - 1982     GOOD             NGS
 PX0017
 PX0017                          STATION DESCRIPTION
 PX0017
 PX0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0017'10.1 MI SE FROM LOVELL.
 PX0017'10.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 310 FROM LOVELL, BIG HORN
 PX0017'COUNTY, 320 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SOUTH OF
 PX0017'A LARGE ROCK OUTCROP, IN THE TOP OF A LARGE ROCK, AND 12 FEET SOUTH OF
 PX0017'THE PAINTED WHITE LETTERS USBM.  A STANDARD DISK, STAMPED 4378.571 B
 PX0017'25 1933.
 PX0017
 PX0017                          STATION RECOVERY (1934)
 PX0017
 PX0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0017'RECOVERED IN GOOD CONDITION.
 PX0017
 PX0017                          STATION RECOVERY (1982)
 PX0017
 PX0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0017'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 PX0017'15.3 KM (9.5 FT) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0017'JUNCTION WITH NEVADA STREET IN LOVELL, IN THE SOUTHEAST END OF A 15 BY
 PX0017'100 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 46.9 METERS (153.9 FT)
 PX0017'WEST OF THE CENTERLINE OF THE HIGHWAY AND 3.6 METERS (11.8 FT) WEST OF
 PX0017'A FENCE.
 PX0017'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PX0017'THE MARK IS 2.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0125 ***********************************************************************
 OV0125  DESIGNATION -  B 26
 OV0125  PID         -  OV0125
 OV0125  STATE/COUNTY-  WY/NATRONA
 OV0125  USGS QUAD   -  HELLS HALF ACRE (1968)
 OV0125
 OV0125                         *CURRENT SURVEY CONTROL
 OV0125  ___________________________________________________________________
 OV0125* NAD 83(1986)-  43 03 04.     (N)    107 00 27.     (W)     SCALED    
 OV0125* NAVD 88     -      1736.179  (meters)    5696.11   (feet)  POSTED    
 OV0125  ___________________________________________________________________
 OV0125  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 OV0125  DYNAMIC HT  -        1735.030 (meters)    5692.34  (feet)  COMP
 OV0125  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 OV0125
 OV0125  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0125
 OV0125.The horizontal coordinates were scaled from a topographic map and have
 OV0125.an estimated accuracy of +/- 6 seconds.
 OV0125
 OV0125.The orthometric height was determined by differential leveling
 OV0125.and adjusted by the National Geodetic Survey in 1992..
 OV0125.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0125.rate of 1.1 thru 2.0 mm/km.
 OV0125
 OV0125.The geoid height was determined by GEOID03.
 OV0125
 OV0125.The dynamic height is computed by dividing the NAVD 88
 OV0125.geopotential number by the normal gravity value computed on the
 OV0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0125.degrees latitude (g = 980.6199 gals.).
 OV0125
 OV0125.The modeled gravity was interpolated from observed gravity values.
 OV0125
 OV0125;                    North         East    Units  Estimated Accuracy
 OV0125;SPC WYEC     -   383,380.      426,550.      MT  (+/- 180 meters Scaled)
 OV0125
 OV0125                          SUPERSEDED SURVEY CONTROL
 OV0125
 OV0125  NGVD 29 (??/??/92) 1735.077  (m)         5692.50   (f) ADJ UNCH    1 2
 OV0125
 OV0125.Superseded values are not recommended for survey control.
 OV0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0125.See file dsdata.txt to determine how the superseded data were derived.
 OV0125
 OV0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH365684(NAD 83)
 OV0125_MARKER: DB = BENCH MARK DISK
 OV0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0125_STAMPING: B 26 1934
 OV0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0125+STABILITY: SURFACE MOTION
 OV0125
 OV0125  HISTORY     - Date     Condition        Report By
 OV0125  HISTORY     - 1934     MONUMENTED       CGS
 OV0125
 OV0125                          STATION DESCRIPTION
 OV0125
 OV0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0125'2.5 MI W FROM POWDER RIVER.
 OV0125'2.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OV0125'THE STATION AT POWDER RIVER, NATRONA COUNTY, ABOUT 220 FEET WEST OF
 OV0125'MILEPOST 244, 94.0 FEET SOUTH OF THE SOUTH RAIL, 3.5 FEET NORTH OF THE
 OV0125'RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 OV0125'STAMPED B 26 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0134 ***********************************************************************
 PX0134  DESIGNATION -  B 26
 PX0134  PID         -  PX0134
 PX0134  STATE/COUNTY-  WY/PARK
 PX0134  USGS QUAD   -  RALSTON (1967)
 PX0134
 PX0134                         *CURRENT SURVEY CONTROL
 PX0134  ___________________________________________________________________
 PX0134* NAD 83(1986)-  44 44 52.     (N)    108 46 07.     (W)     SCALED    
 PX0134* NAVD 88     -      1346.075  (meters)    4416.25   (feet)  ADJUSTED  
 PX0134  ___________________________________________________________________
 PX0134  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 PX0134  DYNAMIC HT  -        1345.470 (meters)    4414.26  (feet)  COMP
 PX0134  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 PX0134
 PX0134  VERT ORDER  -  SECOND    CLASS 0
 PX0134
 PX0134.The horizontal coordinates were scaled from a topographic map and have
 PX0134.an estimated accuracy of +/- 6 seconds.
 PX0134
 PX0134.The orthometric height was determined by differential leveling
 PX0134.and adjusted by the National Geodetic Survey in June 1991..
 PX0134
 PX0134.The geoid height was determined by GEOID03.
 PX0134
 PX0134.The dynamic height is computed by dividing the NAVD 88
 PX0134.geopotential number by the normal gravity value computed on the
 PX0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0134.degrees latitude (g = 980.6199 gals.).
 PX0134
 PX0134.The modeled gravity was interpolated from observed gravity values.
 PX0134
 PX0134;                    North         East    Units  Estimated Accuracy
 PX0134;SPC WYWC     -   471,840.      598,530.      MT  (+/- 180 meters Scaled)
 PX0134
 PX0134                          SUPERSEDED SURVEY CONTROL
 PX0134
 PX0134  NGVD 29 (??/??/92) 1345.073  (m)         4412.96   (f) ADJ UNCH    2 0
 PX0134
 PX0134.Superseded values are not recommended for survey control.
 PX0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0134.See file dsdata.txt to determine how the superseded data were derived.
 PX0134
 PX0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ766573(NAD 83)
 PX0134_MARKER: DB = BENCH MARK DISK
 PX0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0134_SP_SET: HEAD GATE
 PX0134_STAMPING: 4212.619 B 26 1933
 PX0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0134
 PX0134  HISTORY     - Date     Condition        Report By
 PX0134  HISTORY     - 1933     MONUMENTED       CGS
 PX0134
 PX0134                          STATION DESCRIPTION
 PX0134
 PX0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0134'0.4 MI SW FROM POWELL.
 PX0134'ABOUT 0.4 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0134'RAILROAD FROM POWELL, PARK COUNTY, AT MILEAGE 20.42, ABOUT 110 FEET
 PX0134'NORTH OF THE CENTER LINE OF THE TRACK, AT AN EAST HEAD GATE HEADER,
 PX0134'AND IN THE TOP OF THE EAST CORNER.  A STANDARD DISK, STAMPED 4212.619
 PX0134'B 26 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0151 ***********************************************************************
 OV0151  DESIGNATION -  B 27
 OV0151  PID         -  OV0151
 OV0151  STATE/COUNTY-  WY/FREMONT
 OV0151  USGS QUAD   -  GATES BUTTE (1952)
 OV0151
 OV0151                         *CURRENT SURVEY CONTROL
 OV0151  ___________________________________________________________________
 OV0151* NAD 83(1986)-  43 17 09.     (N)    107 46 07.     (W)     SCALED    
 OV0151* NAVD 88     -      1580.205  (meters)    5184.39   (feet)  ADJUSTED  
 OV0151  ___________________________________________________________________
 OV0151  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 OV0151  DYNAMIC HT  -        1579.181 (meters)    5181.03  (feet)  COMP
 OV0151  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 OV0151
 OV0151  VERT ORDER  -  FIRST     CLASS II
 OV0151
 OV0151.The horizontal coordinates were scaled from a topographic map and have
 OV0151.an estimated accuracy of +/- 6 seconds.
 OV0151
 OV0151.The orthometric height was determined by differential leveling
 OV0151.and adjusted by the National Geodetic Survey in June 1991..
 OV0151
 OV0151.The geoid height was determined by GEOID03.
 OV0151
 OV0151.The dynamic height is computed by dividing the NAVD 88
 OV0151.geopotential number by the normal gravity value computed on the
 OV0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0151.degrees latitude (g = 980.6199 gals.).
 OV0151
 OV0151.The modeled gravity was interpolated from observed gravity values.
 OV0151
 OV0151;                    North         East    Units  Estimated Accuracy
 OV0151;SPC WYWC     -   309,870.      679,650.      MT  (+/- 180 meters Scaled)
 OV0151
 OV0151                          SUPERSEDED SURVEY CONTROL
 OV0151
 OV0151  NGVD 29 (??/??/92) 1579.198  (m)         5181.09   (f) ADJ UNCH    1 2
 OV0151
 OV0151.Superseded values are not recommended for survey control.
 OV0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0151.See file dsdata.txt to determine how the superseded data were derived.
 OV0151
 OV0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH753962(NAD 83)
 OV0151_MARKER: DB = BENCH MARK DISK
 OV0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0151_STAMPING: B 27 1934
 OV0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0151+STABILITY: SURFACE MOTION
 OV0151
 OV0151  HISTORY     - Date     Condition        Report By
 OV0151  HISTORY     - 1934     MONUMENTED       CGS
 OV0151
 OV0151                          STATION DESCRIPTION
 OV0151
 OV0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0151'4.6 MI W FROM LYSITE.
 OV0151'ABOUT 4.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0151'FROM THE STATION AT LYSITE, FREMONT COUNTY, ABOUT 275 FEET WEST OF
 OV0151'MILEPOST 288, 90.5 FEET NORTH OF THE NORTH RAIL, AND 7.0 FEET SOUTH OF
 OV0151'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 27 1934 AND SET IN
 OV0151'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0200 ***********************************************************************
 NR0200  DESIGNATION -  B 28
 NR0200  PID         -  NR0200
 NR0200  STATE/COUNTY-  WY/FREMONT
 NR0200  USGS QUAD   -  JEFFREY CITY (1984)
 NR0200
 NR0200                         *CURRENT SURVEY CONTROL
 NR0200  ___________________________________________________________________
 NR0200* NAD 83(1986)-  42 29 26.     (N)    107 49 47.     (W)     SCALED    
 NR0200* NAVD 88     -      1929.001  (meters)    6328.73   (feet)  ADJUSTED  
 NR0200  ___________________________________________________________________
 NR0200  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NR0200  DYNAMIC HT  -        1927.594 (meters)    6324.11  (feet)  COMP
 NR0200  MODELED GRAV-     979,823.0   (mgal)                       NAVD 88
 NR0200
 NR0200  VERT ORDER  -  SECOND    CLASS 0
 NR0200
 NR0200.The horizontal coordinates were scaled from a topographic map and have
 NR0200.an estimated accuracy of +/- 6 seconds.
 NR0200
 NR0200.The orthometric height was determined by differential leveling
 NR0200.and adjusted by the National Geodetic Survey in June 1991..
 NR0200
 NR0200.The geoid height was determined by GEOID03.
 NR0200
 NR0200.The dynamic height is computed by dividing the NAVD 88
 NR0200.geopotential number by the normal gravity value computed on the
 NR0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0200.degrees latitude (g = 980.6199 gals.).
 NR0200
 NR0200.The modeled gravity was interpolated from observed gravity values.
 NR0200
 NR0200;                    North         East    Units  Estimated Accuracy
 NR0200;SPC WYWC     -   221,480.      675,650.      MT  (+/- 180 meters Scaled)
 NR0200
 NR0200                          SUPERSEDED SURVEY CONTROL
 NR0200
 NR0200  NGVD 29 (??/??/92) 1927.946  (m)         6325.27   (f) ADJ UNCH    2 0
 NR0200
 NR0200.Superseded values are not recommended for survey control.
 NR0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0200.See file dsdata.txt to determine how the superseded data were derived.
 NR0200
 NR0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH674081(NAD 83)
 NR0200_MARKER: DB = BENCH MARK DISK
 NR0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0200_STAMPING: B 28 1934
 NR0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0200+STABILITY: SURFACE MOTION
 NR0200
 NR0200  HISTORY     - Date     Condition        Report By
 NR0200  HISTORY     - 1934     MONUMENTED       CGS
 NR0200
 NR0200                          STATION DESCRIPTION
 NR0200
 NR0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0200'20.3 MI E FROM HUDSON.
 NR0200'ABOUT 20.3 MILES EAST ALONG U.S. HIGHWAY 287 FROM HUDSON, FREMONT
 NR0200'COUNTY, ABOUT 6.3 MILES EAST OF TWO BRIDGES, AT THE EAST CORNER OF THE
 NR0200'YARD OF MITCHELLS RANCH, ABOUT 164 FEET EAST OF THE EAST CORNER OF THE
 NR0200'RANCH HOUSE, 43.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 NR0200'AND 9.4 FEET NORTHEAST OF A FENCE CORNER POST.  A STANDARD DISK,
 NR0200'STAMPED B 28 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 NR0200'SUBSTITUTE SWEETWATER STATION FOR THE TERM HUDSON.  THE TOWN OF HUDSON
 NR0200'IS APPROXIMATELY 30 MILES FROM THE POINT REFERRED TO IN THE
 NR0200'DESCRIPTIONS OF THE ABOVE MARKS.  IT IS BELIEVED THAT A FAMILY BY THE
 NR0200'NAME OF HUDSON OWNED A STORE AND FILLING STATION AT SWEETWATER
 NR0200'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0024 ***********************************************************************
 NS0024  DESIGNATION -  B 29
 NS0024  PID         -  NS0024
 NS0024  STATE/COUNTY-  WY/FREMONT
 NS0024  USGS QUAD   -  DEL MONTE RIDGE (1978)
 NS0024
 NS0024                         *CURRENT SURVEY CONTROL
 NS0024  ___________________________________________________________________
 NS0024* NAD 83(1986)-  42 38 27.     (N)    108 22 37.     (W)     SCALED    
 NS0024* NAVD 88     -      1776.671  (meters)    5828.96   (feet)  ADJUSTED  
 NS0024  ___________________________________________________________________
 NS0024  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NS0024  DYNAMIC HT  -        1775.444 (meters)    5824.94  (feet)  COMP
 NS0024  MODELED GRAV-     979,867.2   (mgal)                       NAVD 88
 NS0024
 NS0024  VERT ORDER  -  SECOND    CLASS 0
 NS0024
 NS0024.The horizontal coordinates were scaled from a topographic map and have
 NS0024.an estimated accuracy of +/- 6 seconds.
 NS0024
 NS0024.The orthometric height was determined by differential leveling
 NS0024.and adjusted by the National Geodetic Survey in June 1991..
 NS0024
 NS0024.The geoid height was determined by GEOID03.
 NS0024
 NS0024.The dynamic height is computed by dividing the NAVD 88
 NS0024.geopotential number by the normal gravity value computed on the
 NS0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0024.degrees latitude (g = 980.6199 gals.).
 NS0024
 NS0024.The modeled gravity was interpolated from observed gravity values.
 NS0024
 NS0024;                    North         East    Units  Estimated Accuracy
 NS0024;SPC WYWC     -   237,820.      630,590.      MT  (+/- 180 meters Scaled)
 NS0024
 NS0024                          SUPERSEDED SURVEY CONTROL
 NS0024
 NS0024  NGVD 29 (??/??/92) 1775.626  (m)         5825.53   (f) ADJ UNCH    2 0
 NS0024
 NS0024.Superseded values are not recommended for survey control.
 NS0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0024.See file dsdata.txt to determine how the superseded data were derived.
 NS0024
 NS0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN150242(NAD 83)
 NS0024_MARKER: DB = BENCH MARK DISK
 NS0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0024_STAMPING: B 29 1934
 NS0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0024+STABILITY: SURFACE MOTION
 NS0024
 NS0024  HISTORY     - Date     Condition        Report By
 NS0024  HISTORY     - 1934     MONUMENTED       CGS
 NS0024
 NS0024                          STATION DESCRIPTION
 NS0024
 NS0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0024'24.7 MI SE FROM LANDER.
 NS0024'ABOUT 24.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 NS0024'AT LANDER, FREMONT COUNTY, 15 MI NW OF SWEETWATER STATION, ABOUT
 NS0024'9.3 MILES NORTHWEST OF THE INTERSECTION WITH ATLANTIC CITY ROAD, AT
 NS0024'THE CENTER OF A LONG CURVE BETWEEN THE LOCATION OF THE OLD AND NEW
 NS0024'HIGHWAYS, 90.6 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 34.0
 NS0024'FEET NORTH OF THE CENTER LINE OF THE NEW HIGHWAY, AND ABOUT 2 FEET
 NS0024'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 29 1934 AND SET
 NS0024'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0273 ***********************************************************************
 MP0273  DESIGNATION -  B 30
 MP0273  PID         -  MP0273
 MP0273  STATE/COUNTY-  WY/CARBON
 MP0273  USGS QUAD   -  RAWLINS (1981)
 MP0273
 MP0273                         *CURRENT SURVEY CONTROL
 MP0273  ___________________________________________________________________
 MP0273* NAD 83(1986)-  41 47 55.     (N)    107 14 24.     (W)     SCALED    
 MP0273* NAVD 88     -      2088.889  (meters)    6853.30   (feet)  ADJUSTED  
 MP0273  ___________________________________________________________________
 MP0273  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 MP0273  DYNAMIC HT  -        2087.123 (meters)    6847.50  (feet)  COMP
 MP0273  MODELED GRAV-     979,702.6   (mgal)                       NAVD 88
 MP0273
 MP0273  VERT ORDER  -  FIRST     CLASS II
 MP0273
 MP0273.The horizontal coordinates were scaled from a topographic map and have
 MP0273.an estimated accuracy of +/- 6 seconds.
 MP0273
 MP0273.The orthometric height was determined by differential leveling
 MP0273.and adjusted by the National Geodetic Survey in June 1991..
 MP0273
 MP0273.The geoid height was determined by GEOID03.
 MP0273
 MP0273.The dynamic height is computed by dividing the NAVD 88
 MP0273.geopotential number by the normal gravity value computed on the
 MP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0273.degrees latitude (g = 980.6199 gals.).
 MP0273
 MP0273.The modeled gravity was interpolated from observed gravity values.
 MP0273
 MP0273;                    North         East    Units  Estimated Accuracy
 MP0273;SPC WYEC     -   244,220.      407,760.      MT  (+/- 180 meters Scaled)
 MP0273
 MP0273                          SUPERSEDED SURVEY CONTROL
 MP0273
 MP0273  NGVD 29 (??/??/92) 2087.752  (m)         6849.57   (f) ADJ UNCH    1 2
 MP0273
 MP0273.Superseded values are not recommended for survey control.
 MP0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0273.See file dsdata.txt to determine how the superseded data were derived.
 MP0273
 MP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG138298(NAD 83)
 MP0273_MARKER: DB = BENCH MARK DISK
 MP0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0273_STAMPING: B 30 1933
 MP0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0273+STABILITY: SURFACE MOTION
 MP0273
 MP0273  HISTORY     - Date     Condition        Report By
 MP0273  HISTORY     - 1933     MONUMENTED       CGS
 MP0273  HISTORY     - 1947     GOOD             NGS
 MP0273  HISTORY     - 1982     MARK NOT FOUND   NGS
 MP0273
 MP0273                          STATION DESCRIPTION
 MP0273
 MP0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0273'1.0 MI NE FROM RAWLINS.
 MP0273'0.2 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT RAWLINS,
 MP0273'THENCE 0.8 MILE NORTH ALONG U.S. HIGHWAY 287, AT THE NORTHWEST CORNER
 MP0273'OF A CEMETERY, 46.6 FEET EAST OF AND 3 FEET LOWER THAN THE CENTER LINE
 MP0273'OF THE HIGHWAY, 2.9 FEET EAST OF A BRICK CORNER POST AT THE NORTHWEST
 MP0273'CORNER OF THE FENCE AROUND THE CEMETERY, 1.3 FEET NORTH OF THE NORTH
 MP0273'FENCE OF THE CEMETERY, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 MP0273'0.1 FOOT ABOVE THE GROUND.
 MP0273
 MP0273                          STATION RECOVERY (1982)
 MP0273
 MP0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MP0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0181 ***********************************************************************
 NR0181  DESIGNATION -  B 31
 NR0181  PID         -  NR0181
 NR0181  STATE/COUNTY-  WY/CARBON
 NR0181  USGS QUAD   -  BUCKLIN RESERVOIRS (1981)
 NR0181
 NR0181                         *CURRENT SURVEY CONTROL
 NR0181  ___________________________________________________________________
 NR0181* NAD 83(1993)-  42 23 37.87742(N)    107 22 56.22455(W)     ADJUSTED  
 NR0181* NAVD 88     -      1880.208  (meters)    6168.65   (feet)  ADJUSTED  
 NR0181  ___________________________________________________________________
 NR0181  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 NR0181  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 NR0181  DYNAMIC HT  -        1878.820 (meters)    6164.10  (feet)  COMP
 NR0181  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 NR0181
 NR0181  HORZ ORDER  -  THIRD
 NR0181  VERT ORDER  -  FIRST     CLASS II
 NR0181
 NR0181.The horizontal coordinates were established by classical geodetic methods
 NR0181.and adjusted by the National Geodetic Survey in January 1997..
 NR0181
 NR0181.The orthometric height was determined by differential leveling
 NR0181.and adjusted by the National Geodetic Survey in June 1991..
 NR0181
 NR0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0181
 NR0181.The geoid height was determined by GEOID03.
 NR0181
 NR0181.The dynamic height is computed by dividing the NAVD 88
 NR0181.geopotential number by the normal gravity value computed on the
 NR0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0181.degrees latitude (g = 980.6199 gals.).
 NR0181
 NR0181.The modeled gravity was interpolated from observed gravity values.
 NR0181
 NR0181;                    North         East     Units Scale Factor Converg.
 NR0181;SPC WYEC     -   310,324.400   395,969.708   MT  0.99993770   -0 01 58.8
 NR0181;UTM  13      - 4,696,256.191   303,920.918   MT  1.00007306   -1 36 24.1
 NR0181
 NR0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0181!SPC WYEC     -   0.99970720  x   0.99993770  =   0.99964492
 NR0181!UTM  13      -   0.99970720  x   1.00007306  =   0.99978024
 NR0181
 NR0181:                Primary Azimuth Mark                     Grid Az
 NR0181:SPC WYEC     -  FORK                                     208 11 54.6
 NR0181:UTM  13      -  FORK                                     209 46 19.9
 NR0181
 NR0181|---------------------------------------------------------------------|
 NR0181| PID    Reference Object                     Distance      Geod. Az  |
 NR0181|                                                           dddmmss.s |
 NR0181| NR0449 FORK                                APPROX. 7.0 KM 2080955.8 |
 NR0181|---------------------------------------------------------------------|
 NR0181
 NR0181                          SUPERSEDED SURVEY CONTROL
 NR0181
 NR0181  NAD 83(1986)-  42 23 37.86480(N)    107 22 56.21834(W) AD(       ) 3
 NR0181  NAD 27      -  42 23 38.01733(N)    107 22 53.98847(W) AD(       ) 3
 NR0181  NGVD 29 (??/??/92) 1879.174  (m)         6165.26   (f) ADJ UNCH    1 2
 NR0181
 NR0181.Superseded values are not recommended for survey control.
 NR0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0181.See file dsdata.txt to determine how the superseded data were derived.
 NR0181
 NR0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG0392196256(NAD 83)
 NR0181_MARKER: DB = BENCH MARK DISK
 NR0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0181_STAMPING: B 31 1933
 NR0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0181+STABILITY: SURFACE MOTION
 NR0181
 NR0181  HISTORY     - Date     Condition        Report By
 NR0181  HISTORY     - 1933     MONUMENTED       CGS
 NR0181  HISTORY     - 1944     GOOD             NGS
 NR0181  HISTORY     - 1948     GOOD             USGS
 NR0181  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0181
 NR0181                          STATION DESCRIPTION
 NR0181
 NR0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0181'4.0 MI NE FROM THREE FORKS.
 NR0181'4.0 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM THREE FORKS, CARBON
 NR0181'COUNTY, AND 46 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 NR0181'STANDARD DISK, STAMPED B 31 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0181'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- IT WAS REPORTED IN OCTOBER
 NR0181'1944 THAT THE POST HAS BEEN DAMAGED BUT THE DISK IS INTACT.
 NR0181
 NR0181                          STATION RECOVERY (1944)
 NR0181
 NR0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 NR0181'RECOVERED IN GOOD CONDITION.
 NR0181
 NR0181                          STATION RECOVERY (1948)
 NR0181
 NR0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NR0181'TO REACH FROM JUNCTION OF STATE HIGHWAY 220 AND U.S. HIGHWAY 287 AT
 NR0181'THREE FORKS, GO ENE. ON HIGHWAY 220 3.25 MI. TO BRIDGE, CONTINUE 0.45
 NR0181'MI. TO TOP OF KNOLL, STATION 46 FT. N. OF CENTER OF HIGHWAY 220.
 NR0181'
 NR0181'STATION MARK--STANDARD USC AND GS BENCH MARK DISK, STAMPED ---B 31
 NR0181'1933---, SET IN TOP OF CONCRETE POST PROJECTING ABOUT 6 IN. ABOVE
 NR0181'GROUND.
 NR0181'
 NR0181'REFERENCE MARK NO. 1--STANDARD USGS COPPER NAIL AND WASHER SET IN
 NR0181'TOP OF CONCRETE POST PROJECTING 5 IN., 71.30 FT. FROM STATION,
 NR0181'S 62 DEG 18 MIN E.
 NR0181'
 NR0181'REFERENCE MARK NO. 2--STANDARD USGS COPPER NAIL AND WASHER SET IN
 NR0181'TOP OF CONCRETE POST PROJECTING 5 IN., 84.00 FT. FROM STATION,
 NR0181'S 33 DEG 32 MIN E.
 NR0181
 NR0181                          STATION RECOVERY (1982)
 NR0181
 NR0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0318 ***********************************************************************
 NR0318  DESIGNATION -  B 31 RESET
 NR0318  PID         -  NR0318
 NR0318  STATE/COUNTY-  WY/CARBON
 NR0318  USGS QUAD   -  BUCKLIN RESERVOIRS (1981)
 NR0318
 NR0318                         *CURRENT SURVEY CONTROL
 NR0318  ___________________________________________________________________
 NR0318* NAD 83(1986)-  42 23 38.     (N)    107 22 55.     (W)     SCALED    
 NR0318* NAVD 88     -      1879.86   (+/-2cm)    6167.5    (feet)  VERTCON   
 NR0318  ___________________________________________________________________
 NR0318  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 NR0318
 NR0318  VERT ORDER  -  THIRD (See Below)
 NR0318
 NR0318.The horizontal coordinates were scaled from a topographic map and have
 NR0318.an estimated accuracy of +/- 6 seconds.
 NR0318
 NR0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0318.The vertical order pertains to the NGVD 29 superseded value.
 NR0318
 NR0318.The geoid height was determined by GEOID03.
 NR0318
 NR0318;                    North         East    Units  Estimated Accuracy
 NR0318;SPC WYEC     -   310,330.      396,000.      MT  (+/- 180 meters Scaled)
 NR0318
 NR0318                          SUPERSEDED SURVEY CONTROL
 NR0318
 NR0318  NGVD 29 (03/28/06) 1878.83   (m)         6164.1    (f) RESET       3  
 NR0318
 NR0318.Superseded values are not recommended for survey control.
 NR0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0318.See file dsdata.txt to determine how the superseded data were derived.
 NR0318
 NR0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG039962(NAD 83)
 NR0318_MARKER: DV = VERTICAL CONTROL DISK
 NR0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0318_STAMPING: B 31 RESET 1976
 NR0318_MARK LOGO: NGS   
 NR0318_MAGNETIC: N = NO MAGNETIC MATERIAL
 NR0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0318+STABILITY: SURFACE MOTION
 NR0318
 NR0318  HISTORY     - Date     Condition        Report By
 NR0318  HISTORY     - 1976     MONUMENTED       NGS
 NR0318  HISTORY     - 19820504 GOOD             NGS
 NR0318
 NR0318                          STATION DESCRIPTION
 NR0318
 NR0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NR0318'3.95 MILES (6.36 KM) NORTHEAST ALONG U.S HIGHWAY 220 FROM THE JUNCTION
 NR0318'OF U.S. HIGHWAYS 220 AND 287 IN MUDDY GAP WHICH WAS FORMERLY KNOWN AS
 NR0318'THREE FORKS.  STATION IS 189 FEET (57.6 M) NORTHWEST OF THE
 NR0318'APPROXIMATE CENTER OF HIGHWAY 220, 89.6 FEET (27.3 M) NORTHWEST OF A
 NR0318'FENCELINE, 1.5 FEET (0.5 M) NORTHEAST OF A METAL WITNESS POST, AND
 NR0318'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0016 ***********************************************************************
 NQ0016  DESIGNATION -  B 311
 NQ0016  PID         -  NQ0016
 NQ0016  STATE/COUNTY-  WY/NIOBRARA
 NQ0016  USGS QUAD   -  MC MASTER RESERVOIR (1974)
 NQ0016
 NQ0016                         *CURRENT SURVEY CONTROL
 NQ0016  ___________________________________________________________________
 NQ0016* NAD 83(1986)-  42 41 57.     (N)    104 13 44.     (W)     SCALED    
 NQ0016* NAVD 88     -      1487.015  (meters)    4878.65   (feet)  ADJUSTED  
 NQ0016  ___________________________________________________________________
 NQ0016  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 NQ0016  DYNAMIC HT  -        1486.155 (meters)    4875.83  (feet)  COMP
 NQ0016  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 NQ0016
 NQ0016  VERT ORDER  -  FIRST     CLASS II
 NQ0016
 NQ0016.The horizontal coordinates were scaled from a topographic map and have
 NQ0016.an estimated accuracy of +/- 6 seconds.
 NQ0016
 NQ0016.The orthometric height was determined by differential leveling
 NQ0016.and adjusted by the National Geodetic Survey in June 1991..
 NQ0016
 NQ0016.The geoid height was determined by GEOID03.
 NQ0016
 NQ0016.The dynamic height is computed by dividing the NAVD 88
 NQ0016.geopotential number by the normal gravity value computed on the
 NQ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0016.degrees latitude (g = 980.6199 gals.).
 NQ0016
 NQ0016.The modeled gravity was interpolated from observed gravity values.
 NQ0016
 NQ0016;                    North         East    Units  Estimated Accuracy
 NQ0016;SPC WY E     -   244,660.      276,840.      MT  (+/- 180 meters Scaled)
 NQ0016
 NQ0016                          SUPERSEDED SURVEY CONTROL
 NQ0016
 NQ0016  NGVD 29 (??/??/92) 1486.317  (m)         4876.36   (f) ADJ UNCH    1 2
 NQ0016
 NQ0016.Superseded values are not recommended for survey control.
 NQ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0016.See file dsdata.txt to determine how the superseded data were derived.
 NQ0016
 NQ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH631276(NAD 83)
 NQ0016_MARKER: DB = BENCH MARK DISK
 NQ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0016_STAMPING: B 311 1938
 NQ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0016+STABILITY: SURFACE MOTION
 NQ0016
 NQ0016  HISTORY     - Date     Condition        Report By
 NQ0016  HISTORY     - 1938     MONUMENTED       CGS
 NQ0016  HISTORY     - 1954     GOOD             NGS
 NQ0016
 NQ0016                          STATION DESCRIPTION
 NQ0016
 NQ0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0016'7.5 MI W FROM VAN TASSELL.
 NQ0016'7.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0016'FROM THE STATION AT VAN TASSELL, 2 POLES EAST OF MILEPOST 479,
 NQ0016'82 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 56 FEET
 NQ0016'SOUTH OF THE SOUTH RAIL, 14 FEET SOUTHWEST OF A TELEPHONE POLE,
 NQ0016'3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NQ0016'WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.  IN THE NORTHEAST
 NQ0016'1/4 OF SECTION 6, TOWNSHIP 31 NORTH, RANGE 61 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0192 ***********************************************************************
 OX0192  DESIGNATION -  B 312
 OX0192  PID         -  OX0192
 OX0192  STATE/COUNTY-  WY/TETON
 OX0192  USGS QUAD   -  MOOSE (1968)
 OX0192
 OX0192                         *CURRENT SURVEY CONTROL
 OX0192  ___________________________________________________________________
 OX0192* NAD 83(1993)-  43 37 30.05556(N)    110 37 52.18800(W)     ADJUSTED  
 OX0192* NAVD 88     -      2031.217  (meters)    6664.08   (feet)  ADJUSTED  
 OX0192  ___________________________________________________________________
 OX0192  LAPLACE CORR-           7.23  (seconds)                    DEFLEC99
 OX0192  GEOID HEIGHT-          -9.15  (meters)                     GEOID03
 OX0192  DYNAMIC HT  -        2029.879 (meters)    6659.69  (feet)  COMP
 OX0192  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 OX0192
 OX0192  HORZ ORDER  -  THIRD
 OX0192  VERT ORDER  -  SECOND    CLASS 0
 OX0192
 OX0192.The horizontal coordinates were established by classical geodetic methods
 OX0192.and adjusted by the National Geodetic Survey in January 1997..
 OX0192
 OX0192.The orthometric height was determined by differential leveling
 OX0192.and adjusted by the National Geodetic Survey in June 1991..
 OX0192
 OX0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0192
 OX0192.The geoid height was determined by GEOID03.
 OX0192
 OX0192.The dynamic height is computed by dividing the NAVD 88
 OX0192.geopotential number by the normal gravity value computed on the
 OX0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0192.degrees latitude (g = 980.6199 gals.).
 OX0192
 OX0192.The modeled gravity was interpolated from observed gravity values.
 OX0192
 OX0192;                    North         East     Units Scale Factor Converg.
 OX0192;SPC WY W     -   447,233.753   755,787.581   MT  0.99996154   -0 22 40.7
 OX0192;UTM  12      - 4,830,291.584   529,756.768   MT  0.99961089   +0 15 16.1
 OX0192
 OX0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0192!SPC WY W     -   0.99968302  x   0.99996154  =   0.99964457
 OX0192!UTM  12      -   0.99968302  x   0.99961089  =   0.99929403
 OX0192
 OX0192:                Primary Azimuth Mark                     Grid Az
 OX0192:SPC WY W     -  BLACKTAIL                                283 35 53.4
 OX0192:UTM  12      -  BLACKTAIL                                282 57 56.6
 OX0192
 OX0192|---------------------------------------------------------------------|
 OX0192| PID    Reference Object                     Distance      Geod. Az  |
 OX0192|                                                           dddmmss.s |
 OX0192| OX0833 BLACKTAIL                           APPROX. 5.1 KM 2831312.7 |
 OX0192|---------------------------------------------------------------------|
 OX0192
 OX0192                          SUPERSEDED SURVEY CONTROL
 OX0192
 OX0192  NAD 83(1993)-  43 37 30.04956(N)    110 37 52.18220(W) AD(       ) 3
 OX0192  NAD 83(1986)-  43 37 30.04563(N)    110 37 52.17435(W) AD(       ) 3
 OX0192  NAD 27      -  43 37 30.27872(N)    110 37 49.43377(W) AD(       ) 3
 OX0192  NGVD 29 (??/??/92) 2029.927  (m)         6659.85   (f) ADJ UNCH    2 0
 OX0192
 OX0192.Superseded values are not recommended for survey control.
 OX0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0192.See file dsdata.txt to determine how the superseded data were derived.
 OX0192
 OX0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2975730292(NAD 83)
 OX0192_MARKER: DB = BENCH MARK DISK
 OX0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0192_STAMPING: B 312 1946
 OX0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0192+STABILITY: SURFACE MOTION
 OX0192
 OX0192  HISTORY     - Date     Condition        Report By
 OX0192  HISTORY     - 1946     MONUMENTED       CGS
 OX0192  HISTORY     - 1968     GOOD             USGS
 OX0192  HISTORY     - 1968     GOOD             NGS
 OX0192
 OX0192                          STATION DESCRIPTION
 OX0192
 OX0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0192'0.35 MI W FROM KELLY.
 OX0192'ALONG GRAVELED ROAD LEADING FROM U.S. HIGHWAY 187 TO KELLY, ABOUT 0.35
 OX0192'MILE WEST OF KELLY POST OFFICE, SET IN CONCRETE POST 43 FEET SOUTH OF
 OX0192'CENTER LINE OF ROAD, 2.8 FEET NORTH OF FOURTH TELEPHONE POLE WEST OF
 OX0192'LOG HOUSE.  STANDARD BRONZE DISK SET IN A CONCRETE POST.
 OX0192
 OX0192                          STATION RECOVERY (1968)
 OX0192
 OX0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0192'LOCATED ABOUT 0.8 MI. W. OF KELLY POST OFFICE, 30 FT. S. OF THE MAIN
 OX0192'RD., 100 FT. W. OF A CULVERT WHERE IRRIGATION DITCH CROSSES RD. AND
 OX0192'40 FT. N. OF DITCH.
 OX0192'
 OX0192'RECOVERED.
 OX0192'
 OX0192'STATION MARK--STANDARD USC AND GS LEVEL DISK, STAMPED
 OX0192'---B 312-1946---, SET IN A CONCRETE POST.
 OX0192'
 OX0192'REFERENCE MARK NO. 1--A LARGE PEBBLE, SET IN A CONCRETE BLOCK, 11.38
 OX0192'FT. FROM THE STATION, S 70 DEG 35 MIN E.
 OX0192
 OX0192                          STATION RECOVERY (1968)
 OX0192
 OX0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OX0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0352 ***********************************************************************
 OX0352  DESIGNATION -  B 313
 OX0352  PID         -  OX0352
 OX0352  STATE/COUNTY-  WY/LINCOLN
 OX0352  USGS QUAD   -  ALPINE (1966)
 OX0352
 OX0352                         *CURRENT SURVEY CONTROL
 OX0352  ___________________________________________________________________
 OX0352* NAD 83(1986)-  43 09 35.     (N)    111 01 37.     (W)     SCALED    
 OX0352* NAVD 88     -      1724.483  (meters)    5657.74   (feet)  ADJUSTED  
 OX0352  ___________________________________________________________________
 OX0352  GEOID HEIGHT-         -10.50  (meters)                     GEOID03
 OX0352  DYNAMIC HT  -        1723.359 (meters)    5654.05  (feet)  COMP
 OX0352  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 OX0352
 OX0352  VERT ORDER  -  SECOND    CLASS 0
 OX0352
 OX0352.The horizontal coordinates were scaled from a topographic map and have
 OX0352.an estimated accuracy of +/- 6 seconds.
 OX0352
 OX0352.The orthometric height was determined by differential leveling
 OX0352.and adjusted by the National Geodetic Survey in June 1991..
 OX0352
 OX0352.The geoid height was determined by GEOID03.
 OX0352
 OX0352.The dynamic height is computed by dividing the NAVD 88
 OX0352.geopotential number by the normal gravity value computed on the
 OX0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0352.degrees latitude (g = 980.6199 gals.).
 OX0352
 OX0352.The modeled gravity was interpolated from observed gravity values.
 OX0352
 OX0352;                    North         East    Units  Estimated Accuracy
 OX0352;SPC WY W     -   395,830.      723,260.      MT  (+/- 180 meters Scaled)
 OX0352
 OX0352                          SUPERSEDED SURVEY CONTROL
 OX0352
 OX0352  NGVD 29 (??/??/92) 1723.265  (m)         5653.75   (f) ADJ UNCH    2 0
 OX0352
 OX0352.Superseded values are not recommended for survey control.
 OX0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0352.See file dsdata.txt to determine how the superseded data were derived.
 OX0352
 OX0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN978785(NAD 83)
 OX0352_MARKER: DB = BENCH MARK DISK
 OX0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0352_STAMPING: B 313 1946
 OX0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0352+STABILITY: SURFACE MOTION
 OX0352
 OX0352  HISTORY     - Date     Condition        Report By
 OX0352  HISTORY     - 1946     MONUMENTED       CGS
 OX0352  HISTORY     - 1983     GOOD             LOCSUR
 OX0352
 OX0352                          STATION DESCRIPTION
 OX0352
 OX0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0352'3.0 MI S FROM ALPINE.
 OX0352'3.0 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0352'130 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 473 FEET SOUTHWEST
 OX0352'OF THE INTERSECTION OF HIGHWAY AND GREYS RIVER ROAD, AND SET IN THE
 OX0352'TOP OF A CONCRETE POST.
 OX0352
 OX0352                          STATION RECOVERY (1983)
 OX0352
 OX0352'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 OX0352'REVISED DESC: SOUTHWESTERLY, 0.4 MILE OF POST OFFICE ALPINE, WYOMING
 OX0352'BETWEEN PRESENT HIGHWAY 89 AND OLD GREYS RIVER ROAD, WHICH IS AT THE
 OX0352'EDGE OF THE HILL, MONUMENT IS BETWEEN THE FOREGOING TWO ROADWAYS,
 OX0352'SOUTHERLY 130 FT. OF CENTERLINE OF HIGHWAY 89, SOUTHERLY 30 FEET OF
 OX0352'ELK FENCE, NORTHERLY, 30 FT. OF CENTER-LINE OF OLD GREYS RIVER ROAD,
 OX0352'AND IS WESTERLY, 473 FT. OF JUNCTION OF LAKEVIEW ESTATE ROAD NO.
 OX0352'12-103 S AND WESTERLY 750 FT. OF LOWER VALLEY POWER AND LIGHT, INC.
 OX0352'SUBSTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0075 ***********************************************************************
 NT0075  DESIGNATION -  B 314
 NT0075  PID         -  NT0075
 NT0075  STATE/COUNTY-  WY/LINCOLN
 NT0075  USGS QUAD   -  BLIND BULL CREEK (1980)
 NT0075
 NT0075                         *CURRENT SURVEY CONTROL
 NT0075  ___________________________________________________________________
 NT0075* NAD 83(1986)-  42 57 43.     (N)    110 44 54.     (W)     SCALED    
 NT0075* NAVD 88     -      1972.238  (meters)    6470.58   (feet)  ADJUSTED  
 NT0075  ___________________________________________________________________
 NT0075  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 NT0075  DYNAMIC HT  -        1970.803 (meters)    6465.88  (feet)  COMP
 NT0075  MODELED GRAV-     979,822.6   (mgal)                       NAVD 88
 NT0075
 NT0075  VERT ORDER  -  SECOND    CLASS 0
 NT0075
 NT0075.The horizontal coordinates were scaled from a topographic map and have
 NT0075.an estimated accuracy of +/- 6 seconds.
 NT0075
 NT0075.The orthometric height was determined by differential leveling
 NT0075.and adjusted by the National Geodetic Survey in June 1991..
 NT0075
 NT0075.The geoid height was determined by GEOID03.
 NT0075
 NT0075.The dynamic height is computed by dividing the NAVD 88
 NT0075.geopotential number by the normal gravity value computed on the
 NT0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0075.degrees latitude (g = 980.6199 gals.).
 NT0075
 NT0075.The modeled gravity was interpolated from observed gravity values.
 NT0075
 NT0075;                    North         East    Units  Estimated Accuracy
 NT0075;SPC WY W     -   373,640.      745,750.      MT  (+/- 180 meters Scaled)
 NT0075
 NT0075                          SUPERSEDED SURVEY CONTROL
 NT0075
 NT0075  NGVD 29 (??/??/92) 1970.918  (m)         6466.25   (f) ADJ UNCH    2 0
 NT0075
 NT0075.Superseded values are not recommended for survey control.
 NT0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0075.See file dsdata.txt to determine how the superseded data were derived.
 NT0075
 NT0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN205566(NAD 83)
 NT0075_MARKER: DB = BENCH MARK DISK
 NT0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0075_STAMPING: B 314 1946
 NT0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0075+STABILITY: SURFACE MOTION
 NT0075
 NT0075  HISTORY     - Date     Condition        Report By
 NT0075  HISTORY     - 1946     MONUMENTED       CGS
 NT0075  HISTORY     - 1974     MARK NOT FOUND   USGS
 NT0075  HISTORY     - 1977     GOOD             USGS
 NT0075
 NT0075                          STATION DESCRIPTION
 NT0075
 NT0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0075'26.6 MI SE FROM ALPINE.
 NT0075'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0075'THENCE ABOUT 25.0 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 0.1 MILE
 NT0075'EAST OF ANDERSON CREEK, AT THE WEST END OF A SMALL CAMP GROUND IN A
 NT0075'GROUP OF ASPEN TREES, ABOUT 80 FEET SOUTH OF THE CENTER LINES
 NT0075'(INTERSECTION OF) OF THE CAMP GROUND ROAD AND GREYS RIVER ROAD, 48
 NT0075'FEET SOUTH OF THE CENTER LINE OF GREYS RIVER ROAD, 3 FEET WEST OF A
 NT0075'WITNESS POST, ABOUT 6 FEET BELOW THE ROAD LEVEL, AND SET IN THE TOP OF
 NT0075'A CONCRETE POST.
 NT0075
 NT0075                          STATION RECOVERY (1974)
 NT0075
 NT0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NT0075'MARK NOT FOUND.
 NT0075
 NT0075                          STATION RECOVERY (1977)
 NT0075
 NT0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NT0075'ABOUT 25.0 MILES SOUTHEAST ALONG GREYS RIVER ROAD FROM U.S. HIGHWAYS
 NT0075'26-89 AT ALPINE, IN THE NE 1/4 SEC. 1 T34N R117W, 0.1 MILE EAST OF
 NT0075'U.S. FOREST SERVICE SIGN FOR ANDERSON CREEK, ABOUT 0.05 MILE EAST OF
 NT0075'CENTER OF ROAD FILL, ABOUT 0.05 MILE WEST OF WEST END OF ROAD CUT, 47
 NT0075'FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 8 FEET BELOW THE
 NT0075'ROAD LEVEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT.
 NT0075'A STANDARD BRONZE DISK STAMPED B 314 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0104 ***********************************************************************
 NT0104  DESIGNATION -  B 315
 NT0104  PID         -  NT0104
 NT0104  STATE/COUNTY-  WY/LINCOLN
 NT0104  USGS QUAD   -  POISON MEADOWS (1980)
 NT0104
 NT0104                         *CURRENT SURVEY CONTROL
 NT0104  ___________________________________________________________________
 NT0104* NAD 83(1986)-  42 37 22.     (N)    110 39 38.     (W)     SCALED    
 NT0104* NAVD 88     -      2387.017  (meters)    7831.40   (feet)  ADJUSTED  
 NT0104  ___________________________________________________________________
 NT0104  GEOID HEIGHT-         -10.64  (meters)                     GEOID03
 NT0104  DYNAMIC HT  -        2385.037 (meters)    7824.91  (feet)  COMP
 NT0104  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 NT0104
 NT0104  VERT ORDER  -  SECOND    CLASS 0
 NT0104
 NT0104.The horizontal coordinates were scaled from a topographic map and have
 NT0104.an estimated accuracy of +/- 6 seconds.
 NT0104
 NT0104.The orthometric height was determined by differential leveling
 NT0104.and adjusted by the National Geodetic Survey in June 1991..
 NT0104
 NT0104.The geoid height was determined by GEOID03.
 NT0104
 NT0104.The dynamic height is computed by dividing the NAVD 88
 NT0104.geopotential number by the normal gravity value computed on the
 NT0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0104.degrees latitude (g = 980.6199 gals.).
 NT0104
 NT0104.The modeled gravity was interpolated from observed gravity values.
 NT0104
 NT0104;                    North         East    Units  Estimated Accuracy
 NT0104;SPC WY W     -   335,910.      752,650.      MT  (+/- 180 meters Scaled)
 NT0104
 NT0104                          SUPERSEDED SURVEY CONTROL
 NT0104
 NT0104  NGVD 29 (??/??/92) 2385.546  (m)         7826.58   (f) ADJ UNCH    2 0
 NT0104
 NT0104.Superseded values are not recommended for survey control.
 NT0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0104.See file dsdata.txt to determine how the superseded data were derived.
 NT0104
 NT0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN278189(NAD 83)
 NT0104_MARKER: DB = BENCH MARK DISK
 NT0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0104_STAMPING: B 315 1946
 NT0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0104+STABILITY: SURFACE MOTION
 NT0104
 NT0104  HISTORY     - Date     Condition        Report By
 NT0104  HISTORY     - 1946     MONUMENTED       CGS
 NT0104  HISTORY     - 1972     GOOD             NGS
 NT0104
 NT0104                          STATION DESCRIPTION
 NT0104
 NT0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0104'37.9 MI E FROM SMOOT.
 NT0104'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0104'THENCE ABOUT 30.9 MILES EASTERLY AND NORTHEASTERLY ALONG GREYS RIVER
 NT0104'ROAD, ON A HIGH, BARREN BENCH OVERLOOKING A LARGE FLAT, 21 FEET WEST
 NT0104'OF THE CENTER LINE OF THE ROAD, 24 FEET SOUTH OF A GROUP OF SMALL PINE
 NT0104'TREES, 14 FEET EAST OF A STEEP BANK, ABOUT LEVEL WITH THE ROAD, 3 FEET
 NT0104'WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
 NT0104
 NT0104                          STATION RECOVERY (1972)
 NT0104
 NT0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0067 ***********************************************************************
 NT0067  DESIGNATION -  B 316
 NT0067  PID         -  NT0067
 NT0067  STATE/COUNTY-  WY/LINCOLN
 NT0067  USGS QUAD   -  PORCUPINE CREEK (1967)
 NT0067
 NT0067                         *CURRENT SURVEY CONTROL
 NT0067  ___________________________________________________________________
 NT0067* NAD 83(1986)-  42 29 19.     (N)    110 49 59.     (W)     SCALED    
 NT0067* NAVD 88     -      2303.274  (meters)    7556.66   (feet)  ADJUSTED  
 NT0067  ___________________________________________________________________
 NT0067  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 NT0067  DYNAMIC HT  -        2301.401 (meters)    7550.51  (feet)  COMP
 NT0067  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 NT0067
 NT0067  VERT ORDER  -  SECOND    CLASS 0
 NT0067
 NT0067.The horizontal coordinates were scaled from a topographic map and have
 NT0067.an estimated accuracy of +/- 6 seconds.
 NT0067
 NT0067.The orthometric height was determined by differential leveling
 NT0067.and adjusted by the National Geodetic Survey in June 1991..
 NT0067
 NT0067.The geoid height was determined by GEOID03.
 NT0067
 NT0067.The dynamic height is computed by dividing the NAVD 88
 NT0067.geopotential number by the normal gravity value computed on the
 NT0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0067.degrees latitude (g = 980.6199 gals.).
 NT0067
 NT0067.The modeled gravity was interpolated from observed gravity values.
 NT0067
 NT0067;                    North         East    Units  Estimated Accuracy
 NT0067;SPC WY W     -   321,120.      738,370.      MT  (+/- 180 meters Scaled)
 NT0067
 NT0067                          SUPERSEDED SURVEY CONTROL
 NT0067
 NT0067  NGVD 29 (??/??/92) 2301.859  (m)         7552.02   (f) ADJ UNCH    2 0
 NT0067
 NT0067.Superseded values are not recommended for survey control.
 NT0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0067.See file dsdata.txt to determine how the superseded data were derived.
 NT0067
 NT0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN137040(NAD 83)
 NT0067_MARKER: DB = BENCH MARK DISK
 NT0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0067_STAMPING: B 316 1946
 NT0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0067+STABILITY: SURFACE MOTION
 NT0067
 NT0067  HISTORY     - Date     Condition        Report By
 NT0067  HISTORY     - 1946     MONUMENTED       CGS
 NT0067
 NT0067                          STATION DESCRIPTION
 NT0067
 NT0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0067'13.3 MI SE FROM SMOOT.
 NT0067'ABOUT 7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT
 NT0067'SMOOT, THENCE ABOUT 6.3 MILES EASTERLY ALONG GREYS RIVER ROAD, 83 FEET
 NT0067'SOUTH OF THE SOUTH CORNER OF A WOODEN BRIDGE OVER THE NORTH FORK OF
 NT0067'SMITHS FORK CREEK, 30 FEET EAST OF THE EAST BANK OF THE NORTH FORK, 24
 NT0067'FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTHWEST OF A SMALL
 NT0067'PINE TREE WITH A TRIANGLE BLAZE FACING THE ROAD, ABOUT 2 FEET BELOW
 NT0067'THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 NT0067'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0490 ***********************************************************************
 MO0490  DESIGNATION -  B 317
 MO0490  PID         -  MO0490
 MO0490  STATE/COUNTY-  WY/ALBANY
 MO0490  USGS QUAD   -  DALE CREEK (1987)
 MO0490
 MO0490                         *CURRENT SURVEY CONTROL
 MO0490  ___________________________________________________________________
 MO0490* NAD 83(1986)-  41 05 28.     (N)    105 29 16.     (W)     SCALED    
 MO0490* NAVD 88     -      2407.196  (meters)    7897.61   (feet)  ADJUSTED  
 MO0490  ___________________________________________________________________
 MO0490  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 MO0490  DYNAMIC HT  -        2404.983 (meters)    7890.35  (feet)  COMP
 MO0490  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 MO0490
 MO0490  VERT ORDER  -  FIRST     CLASS II
 MO0490
 MO0490.The horizontal coordinates were scaled from a topographic map and have
 MO0490.an estimated accuracy of +/- 6 seconds.
 MO0490
 MO0490.The orthometric height was determined by differential leveling
 MO0490.and adjusted by the National Geodetic Survey in June 1991..
 MO0490
 MO0490.The geoid height was determined by GEOID03.
 MO0490
 MO0490.The dynamic height is computed by dividing the NAVD 88
 MO0490.geopotential number by the normal gravity value computed on the
 MO0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0490.degrees latitude (g = 980.6199 gals.).
 MO0490
 MO0490.The modeled gravity was interpolated from observed gravity values.
 MO0490
 MO0490;                    North         East    Units  Estimated Accuracy
 MO0490;SPC WY E     -    65,690.      173,020.      MT  (+/- 180 meters Scaled)
 MO0490
 MO0490                          SUPERSEDED SURVEY CONTROL
 MO0490
 MO0490  NGVD 29 (06/08/92) 2406.086  (m)         7893.97   (f) ADJUSTED    1 2
 MO0490
 MO0490.Superseded values are not recommended for survey control.
 MO0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0490.See file dsdata.txt to determine how the superseded data were derived.
 MO0490
 MO0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF590489(NAD 83)
 MO0490_MARKER: DB = BENCH MARK DISK
 MO0490_SETTING: 66 = SET IN ROCK OUTCROP
 MO0490_SP_SET: GRANITE OUTCROP
 MO0490_STAMPING: B 317 1947
 MO0490_MARK LOGO: CGS   
 MO0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0490+STABILITY: POSITION/ELEVATION WELL
 MO0490
 MO0490  HISTORY     - Date     Condition        Report By
 MO0490  HISTORY     - 1947     MONUMENTED       CGS
 MO0490  HISTORY     - 1956     GOOD             NGS
 MO0490  HISTORY     - 1983     GOOD             NGS
 MO0490  HISTORY     - 1985     GOOD             DMA
 MO0490
 MO0490                          STATION DESCRIPTION
 MO0490
 MO0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0490'0.5 MI N FROM HERMOSA.
 MO0490'0.5 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0490'RAILROAD STATION SIGN AT HERMOSA, ON THE FORMER RIGHT OF WAY
 MO0490'OF THE UNION PACIFIC RAILROAD, 326 FEET SOUTHEAST OF THE CENTER
 MO0490'LINE OF A GRAVELED ROAD, 76 FEET SOUTHWEST OF THE CENTER LINE
 MO0490'OF THE OLD RAILROAD GRADE, 3 FEET BELOW THE LEVEL OF THE OLD
 MO0490'RAILROAD GRADE, SET IN THE TOP OF A CIRCULAR GRANITE OUTCROP,
 MO0490'IN THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 13 NORTH, RANGE
 MO0490'72 WEST.
 MO0490
 MO0490                          STATION RECOVERY (1983)
 MO0490
 MO0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0490'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.6 KM
 MO0490'(17.75 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0490'STATION IN LARAMIE, THENCE 0.8 KM (0.5 MI) NORTH ALONG A DIRT ROAD.
 MO0490'ADD 0.3 METER (1.0 FT) NORTHEAST OF A WITNESS POST.
 MO0490
 MO0490                          STATION RECOVERY (1985)
 MO0490
 MO0490'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0601 ***********************************************************************
 MO0601  DESIGNATION -  B 318
 MO0601  PID         -  MO0601
 MO0601  STATE/COUNTY-  WY/ALBANY
 MO0601  USGS QUAD   -  HOWELL (1978)
 MO0601
 MO0601                         *CURRENT SURVEY CONTROL
 MO0601  ___________________________________________________________________
 MO0601* NAD 83(1986)-  41 23 33.     (N)    105 36 30.     (W)     SCALED    
 MO0601* NAVD 88     -      2171.372  (meters)    7123.91   (feet)  ADJUSTED  
 MO0601  ___________________________________________________________________
 MO0601  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0601  DYNAMIC HT  -        2169.516 (meters)    7117.82  (feet)  COMP
 MO0601  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 MO0601
 MO0601  VERT ORDER  -  FIRST     CLASS II
 MO0601
 MO0601.The horizontal coordinates were scaled from a topographic map and have
 MO0601.an estimated accuracy of +/- 6 seconds.
 MO0601
 MO0601.The orthometric height was determined by differential leveling
 MO0601.and adjusted by the National Geodetic Survey in June 1991..
 MO0601
 MO0601.The geoid height was determined by GEOID03.
 MO0601
 MO0601.The dynamic height is computed by dividing the NAVD 88
 MO0601.geopotential number by the normal gravity value computed on the
 MO0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0601.degrees latitude (g = 980.6199 gals.).
 MO0601
 MO0601.The modeled gravity was interpolated from observed gravity values.
 MO0601
 MO0601;                    North         East    Units  Estimated Accuracy
 MO0601;SPC WY E     -    99,200.      163,060.      MT  (+/- 180 meters Scaled)
 MO0601
 MO0601                          SUPERSEDED SURVEY CONTROL
 MO0601
 MO0601  NGVD 29 (06/08/92) 2170.332  (m)         7120.50   (f) ADJUSTED    1 2
 MO0601
 MO0601.Superseded values are not recommended for survey control.
 MO0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0601.See file dsdata.txt to determine how the superseded data were derived.
 MO0601
 MO0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF491825(NAD 83)
 MO0601_MARKER: DB = BENCH MARK DISK
 MO0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0601_STAMPING: B 318 1947
 MO0601_MARK LOGO: CGS   
 MO0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0601+STABILITY: SURFACE MOTION
 MO0601
 MO0601  HISTORY     - Date     Condition        Report By
 MO0601  HISTORY     - 1947     MONUMENTED       CGS
 MO0601  HISTORY     - 1983     GOOD             NGS
 MO0601
 MO0601                          STATION DESCRIPTION
 MO0601
 MO0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0601'2 MI S FROM HOWELL.
 MO0601'2.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0601'SIGNBOARD AT HOWELL, 0.9 MILE NORTH OF BENCH MARK S 316, 6 1/2
 MO0601'POLES SOUTH OF AND ACROSS THE TRACK FROM MILEPOST 572, APPROXIMATELY
 MO0601'197 YARDS NORTH OF RAILROAD SIGNAL 5718, 84.0 FEET EAST OF AND
 MO0601'8.0 FEET LOWER THAN THE EAST RAIL OF THE EAST TRACK, 23.1 FEET
 MO0601'EAST OF A TELEGRAPH POLE, 2.9 FEET SOUTH OF A REFERENCE POST,
 MO0601'1.2 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 MO0601'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MO0601
 MO0601                          STATION RECOVERY (1983)
 MO0601
 MO0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0601'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.5 KM (5.9 MI)
 MO0601'NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MO0601'LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0244 ***********************************************************************
 MP0244  DESIGNATION -  B 319
 MP0244  PID         -  MP0244
 MP0244  STATE/COUNTY-  WY/CARBON
 MP0244  USGS QUAD   -  RAWLINS (1981)
 MP0244
 MP0244                         *CURRENT SURVEY CONTROL
 MP0244  ___________________________________________________________________
 MP0244* NAD 83(1986)-  41 47 03.     (N)    107 11 27.     (W)     SCALED    
 MP0244* NAVD 88     -      2035.635  (meters)    6678.58   (feet)  ADJUSTED  
 MP0244  ___________________________________________________________________
 MP0244  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 MP0244  DYNAMIC HT  -        2033.923 (meters)    6672.96  (feet)  COMP
 MP0244  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 MP0244
 MP0244  VERT ORDER  -  FIRST     CLASS II
 MP0244
 MP0244.The horizontal coordinates were scaled from a topographic map and have
 MP0244.an estimated accuracy of +/- 6 seconds.
 MP0244
 MP0244.The orthometric height was determined by differential leveling
 MP0244.and adjusted by the National Geodetic Survey in June 1991..
 MP0244
 MP0244.The geoid height was determined by GEOID03.
 MP0244
 MP0244.The dynamic height is computed by dividing the NAVD 88
 MP0244.geopotential number by the normal gravity value computed on the
 MP0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0244.degrees latitude (g = 980.6199 gals.).
 MP0244
 MP0244.The modeled gravity was interpolated from observed gravity values.
 MP0244
 MP0244;                    North         East    Units  Estimated Accuracy
 MP0244;SPC WYEC     -   242,620.      411,850.      MT  (+/- 180 meters Scaled)
 MP0244
 MP0244                          SUPERSEDED SURVEY CONTROL
 MP0244
 MP0244  NGVD 29 (??/??/92) 2034.502  (m)         6674.86   (f) ADJ UNCH    1 2
 MP0244
 MP0244.Superseded values are not recommended for survey control.
 MP0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0244.See file dsdata.txt to determine how the superseded data were derived.
 MP0244
 MP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG179281(NAD 83)
 MP0244_MARKER: DB = BENCH MARK DISK
 MP0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0244_STAMPING: B 319 1947
 MP0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0244+STABILITY: SURFACE MOTION
 MP0244
 MP0244  HISTORY     - Date     Condition        Report By
 MP0244  HISTORY     - 1947     MONUMENTED       CGS
 MP0244  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0244
 MP0244                          STATION DESCRIPTION
 MP0244
 MP0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0244'2.6 MI E FROM RAWLINS.
 MP0244'2.6 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0244'RAWLINS, AT THE EAST END OF A LONG CUT, 131.4 FEET NORTHWEST OF THE
 MP0244'NORTHWEST CORNER OF A BRICKED-UP SPEEDER STOP, 85.3 FEET NORTH OF THE
 MP0244'NORTH RAIL OF THE NORTH TRACK AT A POINT 12 3/4 POLES WEST OF MILEPOST
 MP0244'680, 120.9 FEET SOUTH OF THE THIRD TELEPHONE POLE EAST OF A BRACED
 MP0244'(BRACED IN FOUR DIRECTIONS WITH STEEL CABLES) TELEPHONE POLE ALONG THE
 MP0244'SOUTH SIDE OF U.S. HIGHWAY 30, 5.1 FEET WEST OF A REFERENCE POST, 1.1
 MP0244'FEET SOUTH OF THE NORTH RAILWAY RIGHT-OF-WAY FENCE, SET IN THE TOP OF
 MP0244'A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MP0244
 MP0244                          STATION RECOVERY (1983)
 MP0244
 MP0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0244'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0148 ***********************************************************************
 NR0148  DESIGNATION -  B 32
 NR0148  PID         -  NR0148
 NR0148  STATE/COUNTY-  WY/NATRONA
 NR0148  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0148
 NR0148                         *CURRENT SURVEY CONTROL
 NR0148  ___________________________________________________________________
 NR0148* NAD 83(1993)-  42 40 37.40371(N)    106 35 16.77143(W)     ADJUSTED  
 NR0148* NAVD 88     -      1635.142  (meters)    5364.63   (feet)  ADJUSTED  
 NR0148  ___________________________________________________________________
 NR0148  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 NR0148  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NR0148  DYNAMIC HT  -        1634.079 (meters)    5361.14  (feet)  COMP
 NR0148  MODELED GRAV-     979,913.1   (mgal)                       NAVD 88
 NR0148
 NR0148  HORZ ORDER  -  THIRD
 NR0148  VERT ORDER  -  FIRST     CLASS II
 NR0148
 NR0148.The horizontal coordinates were established by classical geodetic methods
 NR0148.and adjusted by the National Geodetic Survey in January 1997..
 NR0148
 NR0148.The orthometric height was determined by differential leveling
 NR0148.and adjusted by the National Geodetic Survey in June 1991..
 NR0148
 NR0148.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0148
 NR0148.The geoid height was determined by GEOID03.
 NR0148
 NR0148.The dynamic height is computed by dividing the NAVD 88
 NR0148.geopotential number by the normal gravity value computed on the
 NR0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0148.degrees latitude (g = 980.6199 gals.).
 NR0148
 NR0148.The modeled gravity was interpolated from observed gravity values.
 NR0148
 NR0148;                    North         East     Units Scale Factor Converg.
 NR0148;SPC WYEC     -   342,049.724   461,089.494   MT  0.99998340   +0 30 18.9
 NR0148;UTM  13      - 4,726,175.896   369,888.205   MT  0.99980828   -1 04 35.7
 NR0148
 NR0148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0148!SPC WYEC     -   0.99974563  x   0.99998340  =   0.99972904
 NR0148!UTM  13      -   0.99974563  x   0.99980828  =   0.99955396
 NR0148
 NR0148:                Primary Azimuth Mark                     Grid Az
 NR0148:SPC WYEC     -  RED BUTTE                                022 00 56.7
 NR0148:UTM  13      -  RED BUTTE                                023 35 51.3
 NR0148
 NR0148|---------------------------------------------------------------------|
 NR0148| PID    Reference Object                     Distance      Geod. Az  |
 NR0148|                                                           dddmmss.s |
 NR0148| NR0538 RED BUTTE                           APPROX. 7.3 KM 0223115.6 |
 NR0148|---------------------------------------------------------------------|
 NR0148
 NR0148                          SUPERSEDED SURVEY CONTROL
 NR0148
 NR0148  NAD 83(1986)-  42 40 37.39115(N)    106 35 16.75154(W) AD(       ) 3
 NR0148  NGVD 29 (??/??/92) 1634.237  (m)         5361.66   (f) ADJ UNCH    1 2
 NR0148
 NR0148.Superseded values are not recommended for survey control.
 NR0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0148.See file dsdata.txt to determine how the superseded data were derived.
 NR0148
 NR0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6988826176(NAD 83)
 NR0148_MARKER: DB = BENCH MARK DISK
 NR0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0148_STAMPING: B 32 1933
 NR0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0148+STABILITY: SURFACE MOTION
 NR0148
 NR0148  HISTORY     - Date     Condition        Report By
 NR0148  HISTORY     - 1933     MONUMENTED       CGS
 NR0148  HISTORY     - 1948     GOOD             USGS
 NR0148  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0148
 NR0148                          STATION DESCRIPTION
 NR0148
 NR0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0148'18.9 MI SW FROM CASPER.
 NR0148'18.9 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0148'CASPER, NATRONA COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTHEAST TO
 NR0148'MEDICINE BOW, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 24
 NR0148'FEET SOUTHWEST OF THE ROAD.  A STANDARD DISK, STAMPED B 32 1933 AND
 NR0148'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0148
 NR0148                          STATION RECOVERY (1948)
 NR0148
 NR0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NR0148'USC AND GS STANDARD DISK STAMPED---B 32 1933--- (STATION MARK).
 NR0148'
 NR0148'LOCATED 18.9 MI. SW. OF CASPER, ALONG STATE HIGHWAY 220.  STATION
 NR0148'DESCRIPTION BY USC AND GS FIRST ORDER LEVEL LINE.
 NR0148'
 NR0148'ABOUT 18.9 MI. SW. ALONG WYOMING 220 FROM THE POST OFFICE AT CASPER,
 NR0148'NATRONA COUNTY, AT THE JUNCTION OF A RD. LEADING SE. TO MEDICINE BOW,
 NR0148'40 FT. E. OF HIGHWAY AND 24 FT. SW. OF RD.
 NR0148'
 NR0148'STATION MARK--A STANDARD DISK STAMPED---B 32 1933---, AND SET IN THE
 NR0148'TOP OF A CONCRETE POST PROJECTING 6 IN. ABOVE GROUND.  ELEVATION
 NR0148'5361.659 FT.
 NR0148'
 NR0148'REFERENCE MARK NO. 1--A 3/4 IN. IRON PIPE, 6 IN. ABOVE GROUND AND IN
 NR0148'A PILE OF STONES, 28.17 FT. SW. OF THE STATION MARK
 NR0148'N 27 DEGREES 55 MINUTES, NE.
 NR0148'
 NR0148'REFERENCE MARK NO. 2--A CHISELED SQUARE ON THE N. END OF A CONCRETE
 NR0148'CULVERT, 26.85 FT. W. OF STATION MARK N 69 DEGREES
 NR0148'54 MINUTES, SE.
 NR0148
 NR0148                          STATION RECOVERY (1982)
 NR0148
 NR0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0147 ***********************************************************************
 MO0147  DESIGNATION -  B 320
 MO0147  PID         -  MO0147
 MO0147  STATE/COUNTY-  WY/LARAMIE
 MO0147  USGS QUAD   -  BORIE (1994)
 MO0147
 MO0147                         *CURRENT SURVEY CONTROL
 MO0147  ___________________________________________________________________
 MO0147* NAD 83(1986)-  41 05 34.     (N)    104 55 36.     (W)     SCALED    
 MO0147* NAVD 88     -      1935.328  (meters)    6349.49   (feet)  ADJUSTED  
 MO0147  ___________________________________________________________________
 MO0147  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 MO0147  DYNAMIC HT  -        1933.612 (meters)    6343.86  (feet)  COMP
 MO0147  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 MO0147
 MO0147  VERT ORDER  -  FIRST     CLASS II
 MO0147
 MO0147.The horizontal coordinates were scaled from a topographic map and have
 MO0147.an estimated accuracy of +/- 6 seconds.
 MO0147
 MO0147.The orthometric height was determined by differential leveling
 MO0147.and adjusted by the National Geodetic Survey in June 1991..
 MO0147
 MO0147.The geoid height was determined by GEOID03.
 MO0147
 MO0147.The dynamic height is computed by dividing the NAVD 88
 MO0147.geopotential number by the normal gravity value computed on the
 MO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0147.degrees latitude (g = 980.6199 gals.).
 MO0147
 MO0147.The modeled gravity was interpolated from observed gravity values.
 MO0147
 MO0147;                    North         East    Units  Estimated Accuracy
 MO0147;SPC WY E     -    65,850.      220,160.      MT  (+/- 180 meters Scaled)
 MO0147
 MO0147                          SUPERSEDED SURVEY CONTROL
 MO0147
 MO0147  NGVD 29 (06/08/92) 1934.283  (m)         6346.06   (f) ADJUSTED    1 2
 MO0147
 MO0147.Superseded values are not recommended for survey control.
 MO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0147.See file dsdata.txt to determine how the superseded data were derived.
 MO0147
 MO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF061490(NAD 83)
 MO0147_MARKER: DB = BENCH MARK DISK
 MO0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0147_STAMPING: B 320 1947
 MO0147_MARK LOGO: CGS   
 MO0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0147+STABILITY: SURFACE MOTION
 MO0147
 MO0147  HISTORY     - Date     Condition        Report By
 MO0147  HISTORY     - 1947     MONUMENTED       CGS
 MO0147  HISTORY     - 1956     GOOD             NGS
 MO0147  HISTORY     - 1983     GOOD             NGS
 MO0147
 MO0147                          STATION DESCRIPTION
 MO0147
 MO0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0147'6.6 MI W FROM CHEYENNE.
 MO0147'6.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0147'AT CHEYENNE, 170 FEET NORTHWEST OF MILEPOST 516, ON THE NORTHWEST
 MO0147'SLOPE OF A RIDGE, 100 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 MO0147'HIGHWAY 30, 99 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MO0147'NORTHWEST TRACK, 40 FEET NORTHWEST OF A TELEPHONE POLE, 1.4 FEET
 MO0147'SOUTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN
 MO0147'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 MO0147'GROUND, IN SECTION 18, TOWNSHIP 13 NORTH, RANGE 67 WEST.
 MO0147
 MO0147                          STATION RECOVERY (1983)
 MO0147
 MO0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0147'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0147'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0147'80 IN CHEYENNE, THENCE 10.6 KM (6.6 MI) WESTERLY ALONG THE UNION
 MO0147'PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0463 ***********************************************************************
 MO0463  DESIGNATION -  B 321
 MO0463  PID         -  MO0463
 MO0463  STATE/COUNTY-  WY/ALBANY
 MO0463  USGS QUAD   -  BUFORD (1987)
 MO0463
 MO0463                         *CURRENT SURVEY CONTROL
 MO0463  ___________________________________________________________________
 MO0463* NAD 83(1986)-  41 07 11.     (N)    105 17 04.     (W)     SCALED    
 MO0463* NAVD 88     -      2382.354  (meters)    7816.11   (feet)  ADJUSTED  
 MO0463  ___________________________________________________________________
 MO0463  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 MO0463  DYNAMIC HT  -        2380.179 (meters)    7808.97  (feet)  COMP
 MO0463  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 MO0463
 MO0463  VERT ORDER  -  FIRST     CLASS II
 MO0463
 MO0463.The horizontal coordinates were scaled from a topographic map and have
 MO0463.an estimated accuracy of +/- 6 seconds.
 MO0463
 MO0463.The orthometric height was determined by differential leveling
 MO0463.and adjusted by the National Geodetic Survey in June 1991..
 MO0463
 MO0463.The geoid height was determined by GEOID03.
 MO0463
 MO0463.The dynamic height is computed by dividing the NAVD 88
 MO0463.geopotential number by the normal gravity value computed on the
 MO0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0463.degrees latitude (g = 980.6199 gals.).
 MO0463
 MO0463.The modeled gravity was interpolated from observed gravity values.
 MO0463
 MO0463;                    North         East    Units  Estimated Accuracy
 MO0463;SPC WY E     -    68,820.      190,110.      MT  (+/- 180 meters Scaled)
 MO0463
 MO0463                          SUPERSEDED SURVEY CONTROL
 MO0463
 MO0463  NGVD 29 (??/??/92) 2381.216  (m)         7812.37   (f) ADJ UNCH    1 2
 MO0463
 MO0463.Superseded values are not recommended for survey control.
 MO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0463.See file dsdata.txt to determine how the superseded data were derived.
 MO0463
 MO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF761520(NAD 83)
 MO0463_MARKER: DB = BENCH MARK DISK
 MO0463_SETTING: 66 = SET IN ROCK OUTCROP
 MO0463_SP_SET: GRANITE OUTCROP
 MO0463_STAMPING: B 321 1947
 MO0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0463+STABILITY: POSITION/ELEVATION WELL
 MO0463
 MO0463  HISTORY     - Date     Condition        Report By
 MO0463  HISTORY     - 1947     MONUMENTED       CGS
 MO0463  HISTORY     - 1956     GOOD             NGS
 MO0463  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0463  HISTORY     - 1985     MARK NOT FOUND   DMA
 MO0463
 MO0463                          STATION DESCRIPTION
 MO0463
 MO0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0463'1 MI E FROM BUFORD.
 MO0463'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MO0463'TANK AT BUFORD, 473 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MO0463'TRACK, 214 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 30,
 MO0463'AT THE TOP OF A SMALL ROCKY HILL, 7.5 FEET EAST OF THE HIGHEST
 MO0463'POINT OF THE HILL, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET
 MO0463'IN THE TOP OF A GRANITE OUTCROP, IN THE SOUTHWEST 1/4 OF
 MO0463'SECTION 6, TOWNSHIP 13 NORTH, RANGE 70 WEST.
 MO0463
 MO0463                          STATION RECOVERY (1983)
 MO0463
 MO0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0463'MARK NOT FOUND.
 MO0463
 MO0463                          STATION RECOVERY (1985)
 MO0463
 MO0463'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0005 ***********************************************************************
 MP0005  DESIGNATION -  B 322
 MP0005  PID         -  MP0005
 MP0005  STATE/COUNTY-  WY/CARBON
 MP0005  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0005
 MP0005                         *CURRENT SURVEY CONTROL
 MP0005  ___________________________________________________________________
 MP0005* NAD 83(1986)-  41 51 32.     (N)    106 04 45.     (W)     SCALED    
 MP0005* NAVD 88     -      2038.934  (meters)    6689.40   (feet)  ADJUSTED  
 MP0005  ___________________________________________________________________
 MP0005  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 MP0005  DYNAMIC HT  -        2037.231 (meters)    6683.82  (feet)  COMP
 MP0005  MODELED GRAV-     979,714.3   (mgal)                       NAVD 88
 MP0005
 MP0005  VERT ORDER  -  FIRST     CLASS II
 MP0005
 MP0005.The horizontal coordinates were scaled from a topographic map and have
 MP0005.an estimated accuracy of +/- 6 seconds.
 MP0005
 MP0005.The orthometric height was determined by differential leveling
 MP0005.and adjusted by the National Geodetic Survey in June 1991..
 MP0005
 MP0005.The geoid height was determined by GEOID03.
 MP0005
 MP0005.The dynamic height is computed by dividing the NAVD 88
 MP0005.geopotential number by the normal gravity value computed on the
 MP0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0005.degrees latitude (g = 980.6199 gals.).
 MP0005
 MP0005.The modeled gravity was interpolated from observed gravity values.
 MP0005
 MP0005;                    North         East    Units  Estimated Accuracy
 MP0005;SPC WYEC     -   251,670.      504,130.      MT  (+/- 180 meters Scaled)
 MP0005
 MP0005                          SUPERSEDED SURVEY CONTROL
 MP0005
 MP0005  NGVD 29 (??/??/92) 2037.838  (m)         6685.81   (f) ADJ UNCH    1 2
 MP0005
 MP0005.Superseded values are not recommended for survey control.
 MP0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0005.See file dsdata.txt to determine how the superseded data were derived.
 MP0005
 MP0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG104346(NAD 83)
 MP0005_MARKER: DB = BENCH MARK DISK
 MP0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0005_SP_SET: CULVERT
 MP0005_STAMPING: B 322 1947
 MP0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0005
 MP0005  HISTORY     - Date     Condition        Report By
 MP0005  HISTORY     - 1947     MONUMENTED       CGS
 MP0005  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0005
 MP0005                          STATION DESCRIPTION
 MP0005
 MP0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0005'7.0 MI E FROM MEDICINE BOW.
 MP0005'7.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0005'MEDICINE BOW, AT CULVERT NO.615.92, 4 TELEPHONE POLES SOUTHEAST OF
 MP0005'MILE POST NO.616, 54.0 FEET (MEASURED ALONG THE SLOPE OF A HIGH FILL)
 MP0005'NORTHEAST OF THE NORTHEAST RAIL OF THE WEST BOUND TRACK OF THE MAIN
 MP0005'LINE TRACKS, SET IN THE TOP OF AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST
 MP0005'END OF THE NORTHEAST HEADWALL OF A 19X21-FOOT ARCHED CONCRETE CULVERT
 MP0005'UNDER THE TRACKS, ABOUT 25 FEET BELOW THE TRACKS.
 MP0005
 MP0005                          STATION RECOVERY (1983)
 MP0005
 MP0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0005'THERE IS NO HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0031 ***********************************************************************
 MP0031  DESIGNATION -  B 323
 MP0031  PID         -  MP0031
 MP0031  STATE/COUNTY-  WY/CARBON
 MP0031  USGS QUAD   -  COMO WEST (1982)
 MP0031
 MP0031                         *CURRENT SURVEY CONTROL
 MP0031  ___________________________________________________________________
 MP0031* NAD 83(1986)-  41 54 24.     (N)    106 25 19.     (W)     SCALED    
 MP0031* NAVD 88     -      2064.311  (meters)    6772.66   (feet)  ADJUSTED  
 MP0031  ___________________________________________________________________
 MP0031  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 MP0031  DYNAMIC HT  -        2062.475 (meters)    6766.64  (feet)  COMP
 MP0031  MODELED GRAV-     979,660.6   (mgal)                       NAVD 88
 MP0031
 MP0031  VERT ORDER  -  FIRST     CLASS II
 MP0031
 MP0031.The horizontal coordinates were scaled from a topographic map and have
 MP0031.an estimated accuracy of +/- 6 seconds.
 MP0031
 MP0031.The orthometric height was determined by differential leveling
 MP0031.and adjusted by the National Geodetic Survey in June 1991..
 MP0031
 MP0031.The geoid height was determined by GEOID03.
 MP0031
 MP0031.The dynamic height is computed by dividing the NAVD 88
 MP0031.geopotential number by the normal gravity value computed on the
 MP0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0031.degrees latitude (g = 980.6199 gals.).
 MP0031
 MP0031.The modeled gravity was interpolated from observed gravity values.
 MP0031
 MP0031;                    North         East    Units  Estimated Accuracy
 MP0031;SPC WYEC     -   256,610.      475,620.      MT  (+/- 180 meters Scaled)
 MP0031
 MP0031                          SUPERSEDED SURVEY CONTROL
 MP0031
 MP0031  NGVD 29 (06/08/92) 2063.074  (m)         6768.60   (f) ADJUSTED    1 2
 MP0031
 MP0031.Superseded values are not recommended for survey control.
 MP0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0031.See file dsdata.txt to determine how the superseded data were derived.
 MP0031
 MP0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG820403(NAD 83)
 MP0031_MARKER: DB = BENCH MARK DISK
 MP0031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0031_STAMPING: B 323 1947
 MP0031_MARK LOGO: CGS   
 MP0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0031+STABILITY: SURFACE MOTION
 MP0031
 MP0031  HISTORY     - Date     Condition        Report By
 MP0031  HISTORY     - 1947     MONUMENTED       CGS
 MP0031  HISTORY     - 1983     GOOD             NGS
 MP0031
 MP0031                          STATION DESCRIPTION
 MP0031
 MP0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0031'8.15 MI E FROM HANNA.
 MP0031'8.15 MILES EAST ALONG THE UNION HANNA, AT THE EAST END OF A 16-FOOT
 MP0031'STEEL PLATE BRIDGE OVER A DRY WASH, 3 TELEPHONE POLES EAST OF MILE
 MP0031'POST NO.635, 4.2 FEET NORTH OF THE NORTH RAIL OF THE EAST BOUND TRACK
 MP0031'AND 4.2 FEET SOUTH OF THE SOUTH RAIL OF THE WEST BOUND TRACK OF THE
 MP0031'MAIN LINE TRACKS, 3.0 FEET BELOW THE BASE OF THE RAILS, SET IN THE
 MP0031'CENTER AND TOP OF THE BRIDGE SOCKET PART OF THE EAST CONCRETE ABUTMENT
 MP0031'OF THE BRIDGE AND MIDWAY BETWEEN THE TWO MAIN LINE TRACKS.
 MP0031
 MP0031                          STATION RECOVERY (1983)
 MP0031
 MP0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0031'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.9 KM
 MP0031'(8.0 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MP0031'HANNA.  ADD IN BRIDGE NUMBER 634.92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0199 ***********************************************************************
 OW0199  DESIGNATION -  B 326
 OW0199  PID         -  OW0199
 OW0199  STATE/COUNTY-  WY/HOT SPRINGS
 OW0199  USGS QUAD   -  THERMOPOLIS (1960)
 OW0199
 OW0199                         *CURRENT SURVEY CONTROL
 OW0199  ___________________________________________________________________
 OW0199* NAD 83(1986)-  43 40 25.     (N)    108 12 21.     (W)     SCALED    
 OW0199* NAVD 88     -      1318.404  (meters)    4325.46   (feet)  ADJUSTED  
 OW0199  ___________________________________________________________________
 OW0199  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 OW0199  DYNAMIC HT  -        1317.736 (meters)    4323.27  (feet)  COMP
 OW0199  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 OW0199  OBS GRAVITY -     980,066.7   (mgal)                       GRAV_OBS
 OW0199
 OW0199  VERT ORDER  -  FIRST     CLASS II
 OW0199
 OW0199.The horizontal coordinates were scaled from a topographic map and have
 OW0199.an estimated accuracy of +/- 6 seconds.
 OW0199
 OW0199.The orthometric height was determined by differential leveling
 OW0199.and adjusted by the National Geodetic Survey in June 1991..
 OW0199
 OW0199.The geoid height was determined by GEOID03.
 OW0199
 OW0199.The dynamic height is computed by dividing the NAVD 88
 OW0199.geopotential number by the normal gravity value computed on the
 OW0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0199.degrees latitude (g = 980.6199 gals.).
 OW0199
 OW0199.The modeled gravity was interpolated from observed gravity values.
 OW0199.The observed gravity was obtained from relative gravimeter ties
 OW0199.to the IGSN71 gravity network.
 OW0199
 OW0199;                    North         East    Units  Estimated Accuracy
 OW0199;SPC WYWC     -   352,630.      643,880.      MT  (+/- 180 meters Scaled)
 OW0199
 OW0199                          SUPERSEDED SURVEY CONTROL
 OW0199
 OW0199  NGVD 29 (06/08/92) 1317.581  (m)         4322.76   (f) ADJUSTED    1 2
 OW0199
 OW0199.Superseded values are not recommended for survey control.
 OW0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0199.See file dsdata.txt to determine how the superseded data were derived.
 OW0199
 OW0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP252394(NAD 83)
 OW0199_MARKER: I = METAL ROD
 OW0199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0199_SP_SET: STAINLESS STEEL ROD
 OW0199_STAMPING: B 326 1982
 OW0199_MARK LOGO: NGS   
 OW0199_PROJECTION: FLUSH
 OW0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0199_ROD/PIPE-DEPTH: 15.8 meters
 OW0199
 OW0199  HISTORY     - Date     Condition        Report By
 OW0199  HISTORY     - 1982     MONUMENTED       NGS
 OW0199
 OW0199                          STATION DESCRIPTION
 OW0199
 OW0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0199'4.1 KM (2.55 MI) NORTH FROM THERMOPOLIS.
 OW0199'4.1 KM (2.55 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0199'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 23.3 METERS (76.4 FT) EAST OF
 OW0199'THE CENTERLINE OF THE HIGHWAY, 9.7 METERS (31.8 FT) NORTH OF THE
 OW0199'CENTER OF THE ENTRANCE TO PAYNES R. V. PARK AND 2.5 METERS (8.2 FT)
 OW0199'WEST OF THE NORTHWEST LEG OF AN INFORMATION SIGN (PAYNES FOUNTAIN OF
 OW0199'YOUTH R. V. PARK).  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OW0199'LOGO CAP.
 OW0199'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0437 ***********************************************************************
 PW0437  DESIGNATION -  B 327
 PW0437  PID         -  PW0437
 PW0437  STATE/COUNTY-  WY/WASHAKIE
 PW0437  USGS QUAD   -  WORLAND (1978)
 PW0437
 PW0437                         *CURRENT SURVEY CONTROL
 PW0437  ___________________________________________________________________
 PW0437* NAD 83(1986)-  44 00 23.     (N)    107 59 00.     (W)     SCALED    
 PW0437* NAVD 88     -      1249.769  (meters)    4100.28   (feet)  ADJUSTED  
 PW0437  ___________________________________________________________________
 PW0437  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 PW0437  DYNAMIC HT  -        1249.189 (meters)    4098.38  (feet)  COMP
 PW0437  MODELED GRAV-     980,112.2   (mgal)                       NAVD 88
 PW0437
 PW0437  VERT ORDER  -  FIRST     CLASS II
 PW0437
 PW0437.The horizontal coordinates were scaled from a topographic map and have
 PW0437.an estimated accuracy of +/- 6 seconds.
 PW0437
 PW0437.The orthometric height was determined by differential leveling
 PW0437.and adjusted by the National Geodetic Survey in June 1991..
 PW0437
 PW0437.The geoid height was determined by GEOID03.
 PW0437
 PW0437.The dynamic height is computed by dividing the NAVD 88
 PW0437.geopotential number by the normal gravity value computed on the
 PW0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0437.degrees latitude (g = 980.6199 gals.).
 PW0437
 PW0437.The modeled gravity was interpolated from observed gravity values.
 PW0437
 PW0437;                    North         East    Units  Estimated Accuracy
 PW0437;SPC WYEC     -   489,670.      347,880.      MT  (+/- 180 meters Scaled)
 PW0437
 PW0437                          SUPERSEDED SURVEY CONTROL
 PW0437
 PW0437  NGVD 29 (06/08/92) 1248.982  (m)         4097.70   (f) ADJUSTED    1 2
 PW0437
 PW0437.Superseded values are not recommended for survey control.
 PW0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0437.See file dsdata.txt to determine how the superseded data were derived.
 PW0437
 PW0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ608769(NAD 83)
 PW0437_MARKER: DB = BENCH MARK DISK
 PW0437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PW0437_SP_SET: ABUTMENT
 PW0437_STAMPING: B 327 1982
 PW0437_MARK LOGO: NGS   
 PW0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0437
 PW0437  HISTORY     - Date     Condition        Report By
 PW0437  HISTORY     - 1982     MONUMENTED       NGS
 PW0437
 PW0437                          STATION DESCRIPTION
 PW0437
 PW0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0437'2.6 KM (1.6 MI) SW FROM WORLAND.
 PW0437'2.6 KM (1.6 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0437'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, IN TOP OF AND
 PW0437'0.3 METER (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 PW0437'ABUTMENT OF THE HIGHWAY OVERPASS OF THE BIG HORN CANAL AND 4.6 METERS
 PW0437'(15.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PW0437'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0239 ***********************************************************************
 PX0239  DESIGNATION -  B 328
 PX0239  PID         -  PX0239
 PX0239  STATE/COUNTY-  WY/BIG HORN
 PX0239  USGS QUAD   -  FRANNIE (1966)
 PX0239
 PX0239                         *CURRENT SURVEY CONTROL
 PX0239  ___________________________________________________________________
 PX0239* NAD 83(1986)-  44 58 25.     (N)    108 37 16.     (W)     SCALED    
 PX0239* NAVD 88     -      1287.185  (meters)    4223.04   (feet)  ADJUSTED  
 PX0239  ___________________________________________________________________
 PX0239  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 PX0239  DYNAMIC HT  -        1286.690 (meters)    4221.42  (feet)  COMP
 PX0239  MODELED GRAV-     980,188.5   (mgal)                       NAVD 88
 PX0239
 PX0239  VERT ORDER  -  FIRST     CLASS II
 PX0239
 PX0239.The horizontal coordinates were scaled from a topographic map and have
 PX0239.an estimated accuracy of +/- 6 seconds.
 PX0239
 PX0239.The orthometric height was determined by differential leveling
 PX0239.and adjusted by the National Geodetic Survey in June 1991..
 PX0239
 PX0239.The geoid height was determined by GEOID03.
 PX0239
 PX0239.The dynamic height is computed by dividing the NAVD 88
 PX0239.geopotential number by the normal gravity value computed on the
 PX0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0239.degrees latitude (g = 980.6199 gals.).
 PX0239
 PX0239.The modeled gravity was interpolated from observed gravity values.
 PX0239
 PX0239;                    North         East    Units  Estimated Accuracy
 PX0239;SPC WYEC     -   597,740.      298,420.      MT  (+/- 180 meters Scaled)
 PX0239
 PX0239                          SUPERSEDED SURVEY CONTROL
 PX0239
 PX0239  NGVD 29 (06/08/92) 1286.300  (m)         4220.14   (f) ADJUSTED    1 2
 PX0239
 PX0239.Superseded values are not recommended for survey control.
 PX0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0239.See file dsdata.txt to determine how the superseded data were derived.
 PX0239
 PX0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ875827(NAD 83)
 PX0239_MARKER: I = METAL ROD
 PX0239_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0239_SP_SET: STAINLESS STEEL ROD
 PX0239_STAMPING: B 328 1982
 PX0239_MARK LOGO: NGS   
 PX0239_PROJECTION: FLUSH
 PX0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0239_ROD/PIPE-DEPTH: 8.5  meters
 PX0239
 PX0239  HISTORY     - Date     Condition        Report By
 PX0239  HISTORY     - 1982     MONUMENTED       NGS
 PX0239
 PX0239                          STATION DESCRIPTION
 PX0239
 PX0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0239'29.8 KM (18.5 MI) NW FROM LOVELL.
 PX0239'29.8 KM (18.5 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0239'JUNCTION WITH NEVADA STREET IN LOVELL, 0.4 KM (0.25 MI) NORTH OF THE
 PX0239'POST OFFICE IN FRANNIE, AT A UTILITY LINE CROSSING, 21.0 METERS (68.9
 PX0239'FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 2.0 METERS (6.6 FT)
 PX0239'NORTH OF A UTILITY POLE NUMBER 5897-310900.  NOTE=ACCESS TO THE DATUM
 PX0239'POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0239'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PX0239'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0268 ***********************************************************************
 PX0268  DESIGNATION -  B 329
 PX0268  PID         -  PX0268
 PX0268  STATE/COUNTY-  WY/BIG HORN
 PX0268  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0268
 PX0268                         *CURRENT SURVEY CONTROL
 PX0268  ___________________________________________________________________
 PX0268* NAD 83(1986)-  44 43 59.     (N)    108 18 20.     (W)     SCALED    
 PX0268* NAVD 88     -      1304.768  (meters)    4280.73   (feet)  ADJUSTED  
 PX0268  ___________________________________________________________________
 PX0268  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 PX0268  DYNAMIC HT  -        1304.234 (meters)    4278.97  (feet)  COMP
 PX0268  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 PX0268
 PX0268  VERT ORDER  -  FIRST     CLASS II
 PX0268
 PX0268.The horizontal coordinates were scaled from a topographic map and have
 PX0268.an estimated accuracy of +/- 6 seconds.
 PX0268
 PX0268.The orthometric height was determined by differential leveling
 PX0268.and adjusted by the National Geodetic Survey in June 1991..
 PX0268
 PX0268.The geoid height was determined by GEOID03.
 PX0268
 PX0268.The dynamic height is computed by dividing the NAVD 88
 PX0268.geopotential number by the normal gravity value computed on the
 PX0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0268.degrees latitude (g = 980.6199 gals.).
 PX0268
 PX0268.The modeled gravity was interpolated from observed gravity values.
 PX0268
 PX0268;                    North         East    Units  Estimated Accuracy
 PX0268;SPC WYEC     -   570,660.      322,990.      MT  (+/- 180 meters Scaled)
 PX0268
 PX0268                          SUPERSEDED SURVEY CONTROL
 PX0268
 PX0268  NGVD 29 (06/08/92) 1303.912  (m)         4277.92   (f) ADJUSTED    1 2
 PX0268
 PX0268.Superseded values are not recommended for survey control.
 PX0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0268.See file dsdata.txt to determine how the superseded data were derived.
 PX0268
 PX0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ133568(NAD 83)
 PX0268_MARKER: DB = BENCH MARK DISK
 PX0268_SETTING: 66 = SET IN ROCK OUTCROP
 PX0268_SP_SET: ROCK OUTCROP
 PX0268_STAMPING: B 329 1982
 PX0268_MARK LOGO: NGS   
 PX0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0268+STABILITY: POSITION/ELEVATION WELL
 PX0268
 PX0268  HISTORY     - Date     Condition        Report By
 PX0268  HISTORY     - 1982     MONUMENTED       NGS
 PX0268
 PX0268                          STATION DESCRIPTION
 PX0268
 PX0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0268'14.3 KM (8.9 MI) SE FROM LOVELL.
 PX0268'14.3 KM (8.9 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0268'JUNCTION WITH NAVADA STREET IN LOVELL, IN THE CENTER OF A 6 BY 12 FT
 PX0268'EXPOSED AREA OF OUTCROPPING BEDROCK NEAR THE SOUTH END OF A HIGHWAY
 PX0268'CUT, 96.0 METERS (315.0 FT) NORTH OF THE SOUTH END OF THE CUT, 25.0
 PX0268'METERS (82.0 FT) WEST OF A FENCE AND 21.5 METERS (70.5 FT) EAST OF THE
 PX0268'CENTERLINE OF THE HIGHWAY.
 PX0268'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PX0268'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0020 ***********************************************************************
 OV0020  DESIGNATION -  B 33
 OV0020  PID         -  OV0020
 OV0020  STATE/COUNTY-  WY/NATRONA
 OV0020  USGS QUAD   -  TEAPOT ROCK (1978)
 OV0020
 OV0020                         *CURRENT SURVEY CONTROL
 OV0020  ___________________________________________________________________
 OV0020* NAD 83(1986)-  43 14 03.     (N)    106 17 52.     (W)     SCALED    
 OV0020* NAVD 88     -      1599.534  (meters)    5247.80   (feet)  ADJUSTED  
 OV0020  ___________________________________________________________________
 OV0020  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 OV0020  DYNAMIC HT  -        1598.596 (meters)    5244.73  (feet)  COMP
 OV0020  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 OV0020
 OV0020  VERT ORDER  -  FIRST     CLASS II
 OV0020
 OV0020.The horizontal coordinates were scaled from a topographic map and have
 OV0020.an estimated accuracy of +/- 6 seconds.
 OV0020
 OV0020.The orthometric height was determined by differential leveling
 OV0020.and adjusted by the National Geodetic Survey in June 1991..
 OV0020
 OV0020.The geoid height was determined by GEOID03.
 OV0020
 OV0020.The dynamic height is computed by dividing the NAVD 88
 OV0020.geopotential number by the normal gravity value computed on the
 OV0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0020.degrees latitude (g = 980.6199 gals.).
 OV0020
 OV0020.The modeled gravity was interpolated from observed gravity values.
 OV0020
 OV0020;                    North         East    Units  Estimated Accuracy
 OV0020;SPC WYEC     -   404,190.      484,110.      MT  (+/- 180 meters Scaled)
 OV0020
 OV0020                          SUPERSEDED SURVEY CONTROL
 OV0020
 OV0020  NGVD 29 (??/??/92) 1598.679  (m)         5245.00   (f) ADJ UNCH    1 2
 OV0020
 OV0020.Superseded values are not recommended for survey control.
 OV0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0020.See file dsdata.txt to determine how the superseded data were derived.
 OV0020
 OV0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH946876(NAD 83)
 OV0020_MARKER: DB = BENCH MARK DISK
 OV0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0020_STAMPING: B 33 1933
 OV0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0020+STABILITY: SURFACE MOTION
 OV0020
 OV0020  HISTORY     - Date     Condition        Report By
 OV0020  HISTORY     - 1933     MONUMENTED       CGS
 OV0020  HISTORY     - 1968     MARK NOT FOUND   USGS
 OV0020  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0020
 OV0020                          STATION DESCRIPTION
 OV0020
 OV0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0020'14.2 MI S FROM MIDWEST.
 OV0020'14.2 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE AMERICAN LEGION SQUARE
 OV0020'AT MIDWEST, NATRONA COUNTY, 0.2 MILE NORTH OF A BRIDGE OVER EAST
 OV0020'TEAPOT CREEK, AT THE JUNCTION OF A ROAD LEADING WEST, 72 FEET WEST OF
 OV0020'THE CENTER LINE OF THE HIGHWAY, AND 31 FEET SOUTH OF THE CENTER LINE
 OV0020'OF THE ROAD.  A STANDARD DISK, STAMPED B 33 1933 AND SET IN THE TOP OF
 OV0020'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OV0020
 OV0020                          STATION RECOVERY (1968)
 OV0020
 OV0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0020'MARK NOT FOUND.
 OV0020
 OV0020                          STATION RECOVERY (1985)
 OV0020
 OV0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0020'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0221 ***********************************************************************
 OW0221  DESIGNATION -  B 330
 OW0221  PID         -  OW0221
 OW0221  STATE/COUNTY-  WY/FREMONT
 OW0221  USGS QUAD   -  BOYSEN (1978)
 OW0221
 OW0221                         *CURRENT SURVEY CONTROL
 OW0221  ___________________________________________________________________
 OW0221* NAD 83(1986)-  43 25 08.     (N)    108 10 30.     (W)     SCALED    
 OW0221* NAVD 88     -      1477.551  (meters)    4847.60   (feet)  ADJUSTED  
 OW0221  ___________________________________________________________________
 OW0221  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 OW0221  DYNAMIC HT  -        1476.681 (meters)    4844.74  (feet)  COMP
 OW0221  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 OW0221  OBS GRAVITY -     979,978.6   (mgal)                       GRAV_OBS
 OW0221
 OW0221  VERT ORDER  -  FIRST     CLASS II
 OW0221
 OW0221.The horizontal coordinates were scaled from a topographic map and have
 OW0221.an estimated accuracy of +/- 6 seconds.
 OW0221
 OW0221.The orthometric height was determined by differential leveling
 OW0221.and adjusted by the National Geodetic Survey in June 1991..
 OW0221
 OW0221.The geoid height was determined by GEOID03.
 OW0221
 OW0221.The dynamic height is computed by dividing the NAVD 88
 OW0221.geopotential number by the normal gravity value computed on the
 OW0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0221.degrees latitude (g = 980.6199 gals.).
 OW0221
 OW0221.The modeled gravity was interpolated from observed gravity values.
 OW0221.The observed gravity was obtained from relative gravimeter ties
 OW0221.to the IGSN71 gravity network.
 OW0221
 OW0221;                    North         East    Units  Estimated Accuracy
 OW0221;SPC WYWC     -   324,350.      646,560.      MT  (+/- 180 meters Scaled)
 OW0221
 OW0221                          SUPERSEDED SURVEY CONTROL
 OW0221
 OW0221  NGVD 29 (06/08/92) 1476.630  (m)         4844.58   (f) ADJUSTED    1 2
 OW0221
 OW0221.Superseded values are not recommended for survey control.
 OW0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0221.See file dsdata.txt to determine how the superseded data were derived.
 OW0221
 OW0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP286112(NAD 83)
 OW0221_MARKER: DB = BENCH MARK DISK
 OW0221_SETTING: 66 = SET IN ROCK OUTCROP
 OW0221_SP_SET: ROCK OUTCROP
 OW0221_STAMPING: B 330 1982
 OW0221_MARK LOGO: NGS   
 OW0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0221+STABILITY: POSITION/ELEVATION WELL
 OW0221
 OW0221  HISTORY     - Date     Condition        Report By
 OW0221  HISTORY     - 1982     MONUMENTED       NGS
 OW0221
 OW0221                          STATION DESCRIPTION
 OW0221
 OW0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0221'22.8 KM (14.1 MI) NORTH FROM SHOSHONI.
 OW0221'22.8 KM (14.15 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0221'WITH U. S. HIGHWAY 26 IN SHOSHONI, SET VERTICALLY IN THE WEST FACE OF
 OW0221'A ROCK LEDGE IN A HIGHWAY CUT, 0.4 KM (0.25 MI) NORTH OF A ROAD
 OW0221'LEADING SOUTHWEST TO THE BOYSEN DAM, 0.4 KM (0.25 MI) NORTH OF
 OW0221'MILEPOST 114 AND 9.3 METERS (30.5 FT) EAST OF THE CENTERLINE OF THE
 OW0221'HIGHWAY.
 OW0221'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 OW0221'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0213 ***********************************************************************
 OV0213  DESIGNATION -  B 331
 OV0213  PID         -  OV0213
 OV0213  STATE/COUNTY-  WY/FREMONT
 OV0213  USGS QUAD   -  SQUAW BUTTE NE (1952)
 OV0213
 OV0213                         *CURRENT SURVEY CONTROL
 OV0213  ___________________________________________________________________
 OV0213* NAD 83(1986)-  43 10 57.     (N)    107 47 39.     (W)     SCALED    
 OV0213* NAVD 88     -      1625.838  (meters)    5334.10   (feet)  ADJUSTED  
 OV0213  ___________________________________________________________________
 OV0213  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 OV0213  DYNAMIC HT  -        1624.754 (meters)    5330.55  (feet)  COMP
 OV0213  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 OV0213
 OV0213  VERT ORDER  -  FIRST     CLASS II
 OV0213
 OV0213.The horizontal coordinates were scaled from a topographic map and have
 OV0213.an estimated accuracy of +/- 6 seconds.
 OV0213
 OV0213.The orthometric height was determined by differential leveling
 OV0213.and adjusted by the National Geodetic Survey in June 1991..
 OV0213
 OV0213.The geoid height was determined by GEOID03.
 OV0213
 OV0213.The dynamic height is computed by dividing the NAVD 88
 OV0213.geopotential number by the normal gravity value computed on the
 OV0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0213.degrees latitude (g = 980.6199 gals.).
 OV0213
 OV0213.The modeled gravity was interpolated from observed gravity values.
 OV0213
 OV0213;                    North         East    Units  Estimated Accuracy
 OV0213;SPC WYWC     -   298,370.      677,700.      MT  (+/- 180 meters Scaled)
 OV0213
 OV0213                          SUPERSEDED SURVEY CONTROL
 OV0213
 OV0213  NGVD 29 (06/08/92) 1624.815  (m)         5330.75   (f) ADJUSTED    1 2
 OV0213
 OV0213.Superseded values are not recommended for survey control.
 OV0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0213.See file dsdata.txt to determine how the superseded data were derived.
 OV0213
 OV0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH729848(NAD 83)
 OV0213_MARKER: I = METAL ROD
 OV0213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0213_SP_SET: STAINLESS STEEL ROD
 OV0213_STAMPING: B 331 1982
 OV0213_MARK LOGO: NGS   
 OV0213_PROJECTION: FLUSH
 OV0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0213_ROD/PIPE-DEPTH: 3.7  meters
 OV0213
 OV0213  HISTORY     - Date     Condition        Report By
 OV0213  HISTORY     - 1982     MONUMENTED       NGS
 OV0213
 OV0213                          STATION DESCRIPTION
 OV0213
 OV0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0213'27.2 KM (16.9 MI) EAST FROM SHOSHONI.
 OV0213'27.2 KM (16.9 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0213'WITH U. S. HIGHWAY 26 IN SHOSHONI, 37.6 METERS (123.4 FT) SOUTHWEST OF
 OV0213'THE CENTERLINE OF THE HIGHWAY AND 9.5 METERS (31.2 FT) NORTHWEST OF
 OV0213'THE CENTER OF A TRACK ROAD LEADING SOUTH.  NOTE=ACCESS TO THE DATUM
 OV0213'POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0213'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 OV0213'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0241 ***********************************************************************
 OV0241  DESIGNATION -  B 332
 OV0241  PID         -  OV0241
 OV0241  STATE/COUNTY-  WY/NATRONA
 OV0241  USGS QUAD   -  HILAND (1952)
 OV0241
 OV0241                         *CURRENT SURVEY CONTROL
 OV0241  ___________________________________________________________________
 OV0241* NAD 83(1986)-  43 06 03.     (N)    107 19 56.     (W)     SCALED    
 OV0241* NAVD 88     -      1849.437  (meters)    6067.69   (feet)  ADJUSTED  
 OV0241  ___________________________________________________________________
 OV0241  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 OV0241  DYNAMIC HT  -        1848.137 (meters)    6063.43  (feet)  COMP
 OV0241  MODELED GRAV-     979,852.5   (mgal)                       NAVD 88
 OV0241
 OV0241  VERT ORDER  -  FIRST     CLASS II
 OV0241
 OV0241.The horizontal coordinates were scaled from a topographic map and have
 OV0241.an estimated accuracy of +/- 6 seconds.
 OV0241
 OV0241.The orthometric height was determined by differential leveling
 OV0241.and adjusted by the National Geodetic Survey in June 1991..
 OV0241
 OV0241.The geoid height was determined by GEOID03.
 OV0241
 OV0241.The dynamic height is computed by dividing the NAVD 88
 OV0241.geopotential number by the normal gravity value computed on the
 OV0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0241.degrees latitude (g = 980.6199 gals.).
 OV0241
 OV0241.The modeled gravity was interpolated from observed gravity values.
 OV0241
 OV0241;                    North         East    Units  Estimated Accuracy
 OV0241;SPC WYEC     -   388,860.      400,090.      MT  (+/- 180 meters Scaled)
 OV0241
 OV0241                          SUPERSEDED SURVEY CONTROL
 OV0241
 OV0241  NGVD 29 (06/08/92) 1848.387  (m)         6064.25   (f) ADJUSTED    1 2
 OV0241
 OV0241.Superseded values are not recommended for survey control.
 OV0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0241.See file dsdata.txt to determine how the superseded data were derived.
 OV0241
 OV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH102746(NAD 83)
 OV0241_MARKER: I = METAL ROD
 OV0241_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0241_SP_SET: STAINLESS STEEL ROD
 OV0241_STAMPING: B 332 1982
 OV0241_MARK LOGO: NGS   
 OV0241_PROJECTION: FLUSH
 OV0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0241_ROD/PIPE-DEPTH: 4.0  meters
 OV0241
 OV0241  HISTORY     - Date     Condition        Report By
 OV0241  HISTORY     - 1982     MONUMENTED       NGS
 OV0241
 OV0241                          STATION DESCRIPTION
 OV0241
 OV0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0241'12.0 KM (7.45 MI) WEST FROM WALTMAN.
 OV0241'12.0 KM (7.45 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0241'WITH COUNTY ROADS 104 AND 212 IN WALTMAN AND 30.1 METERS (98.8 FT)
 OV0241'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 OV0241'POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0241'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 OV0241'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0297 ***********************************************************************
 PX0297  DESIGNATION -  B 333
 PX0297  PID         -  PX0297
 PX0297  STATE/COUNTY-  WY/BIG HORN
 PX0297  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0297
 PX0297                         *CURRENT SURVEY CONTROL
 PX0297  ___________________________________________________________________
 PX0297* NAD 83(1986)-  44 21 52.     (N)    108 02 19.     (W)     SCALED    
 PX0297* NAVD 88     -      1189.231  (meters)    3901.67   (feet)  ADJUSTED  
 PX0297  ___________________________________________________________________
 PX0297  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0297  DYNAMIC HT  -        1188.725 (meters)    3900.01  (feet)  COMP
 PX0297  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 PX0297
 PX0297  VERT ORDER  -  FIRST     CLASS II
 PX0297
 PX0297.The horizontal coordinates were scaled from a topographic map and have
 PX0297.an estimated accuracy of +/- 6 seconds.
 PX0297
 PX0297.The orthometric height was determined by differential leveling
 PX0297.and adjusted by the National Geodetic Survey in June 1991..
 PX0297
 PX0297.The geoid height was determined by GEOID03.
 PX0297
 PX0297.The dynamic height is computed by dividing the NAVD 88
 PX0297.geopotential number by the normal gravity value computed on the
 PX0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0297.degrees latitude (g = 980.6199 gals.).
 PX0297
 PX0297.The modeled gravity was interpolated from observed gravity values.
 PX0297
 PX0297;                    North         East    Units  Estimated Accuracy
 PX0297;SPC WYEC     -   529,480.      343,780.      MT  (+/- 180 meters Scaled)
 PX0297
 PX0297                          SUPERSEDED SURVEY CONTROL
 PX0297
 PX0297  NGVD 29 (06/08/92) 1188.424  (m)         3899.02   (f) ADJUSTED    1 2
 PX0297
 PX0297.Superseded values are not recommended for survey control.
 PX0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0297.See file dsdata.txt to determine how the superseded data were derived.
 PX0297
 PX0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ359166(NAD 83)
 PX0297_MARKER: I = METAL ROD
 PX0297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0297_SP_SET: STAINLESS STEEL ROD
 PX0297_STAMPING: B 333 1982
 PX0297_MARK LOGO: NGS   
 PX0297_PROJECTION: FLUSH
 PX0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0297_ROD/PIPE-DEPTH: 7.0  meters
 PX0297
 PX0297  HISTORY     - Date     Condition        Report By
 PX0297  HISTORY     - 1982     MONUMENTED       NGS
 PX0297
 PX0297                          STATION DESCRIPTION
 PX0297
 PX0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0297'46.9 KM (29.15 MI) NORT FROM WORLAND.
 PX0297'46.9 KM (29.15 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PX0297'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 29.0 METERS
 PX0297'(95.1 FT) SOUTH OF THE EXTENDED CENTER OF A PAVED ROAD LEADING TO THE
 PX0297'WYOMING SANITARIUM, 20.5 KM (67.3 FT) NORTH OF A DIRT ROAD (ORCHARD
 PX0297'AVENUE) AND 13.8 METERS (45.3 FT) EAST OF THE CENTERLINE OF THE
 PX0297'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0297'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PX0297'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0264 ***********************************************************************
 OV0264  DESIGNATION -  B 334
 OV0264  PID         -  OV0264
 OV0264  STATE/COUNTY-  WY/NATRONA
 OV0264  USGS QUAD   -  NATRONA (1968)
 OV0264
 OV0264                         *CURRENT SURVEY CONTROL
 OV0264  ___________________________________________________________________
 OV0264* NAD 83(1986)-  43 01 50.     (N)    106 48 33.     (W)     SCALED    
 OV0264* NAVD 88     -      1708.308  (meters)    5604.67   (feet)  ADJUSTED  
 OV0264  ___________________________________________________________________
 OV0264  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OV0264  DYNAMIC HT  -        1707.214 (meters)    5601.08  (feet)  COMP
 OV0264  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 OV0264
 OV0264  VERT ORDER  -  FIRST     CLASS II
 OV0264
 OV0264.The horizontal coordinates were scaled from a topographic map and have
 OV0264.an estimated accuracy of +/- 6 seconds.
 OV0264
 OV0264.The orthometric height was determined by differential leveling
 OV0264.and adjusted by the National Geodetic Survey in June 1991..
 OV0264
 OV0264.The geoid height was determined by GEOID03.
 OV0264
 OV0264.The dynamic height is computed by dividing the NAVD 88
 OV0264.geopotential number by the normal gravity value computed on the
 OV0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0264.degrees latitude (g = 980.6199 gals.).
 OV0264
 OV0264.The modeled gravity was interpolated from observed gravity values.
 OV0264
 OV0264;                    North         East    Units  Estimated Accuracy
 OV0264;SPC WYEC     -   381,180.      442,720.      MT  (+/- 180 meters Scaled)
 OV0264
 OV0264                          SUPERSEDED SURVEY CONTROL
 OV0264
 OV0264  NGVD 29 (06/08/92) 1707.376  (m)         5601.62   (f) ADJUSTED    1 2
 OV0264
 OV0264.Superseded values are not recommended for survey control.
 OV0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0264.See file dsdata.txt to determine how the superseded data were derived.
 OV0264
 OV0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH526657(NAD 83)
 OV0264_MARKER: I = METAL ROD
 OV0264_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0264_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OV0264_STAMPING: B 334 1982
 OV0264_MARK LOGO: NGS   
 OV0264_PROJECTION: FLUSH
 OV0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0264+STABILITY: POSITION/ELEVATION WELL
 OV0264_ROD/PIPE-DEPTH: 13.4 meters
 OV0264_SLEEVE-DEPTH  : 12.2 meters
 OV0264
 OV0264  HISTORY     - Date     Condition        Report By
 OV0264  HISTORY     - 1982     MONUMENTED       NGS
 OV0264
 OV0264                          STATION DESCRIPTION
 OV0264
 OV0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0264'32.3 KM (20.05 MI) EAST FROM WALTMAN.
 OV0264'32.3 KM (20.05 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0264'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, THENCE 0.1 KM (0.05 MI)
 OV0264'NORTH ALONG COUNTY ROAD 126, 19.0 METERS (62.3 FT) NORTH OF THE NEAR
 OV0264'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 11.0 METERS (36.1 FT) EAST
 OV0264'OF THE CENTER OF THE ROAD AND 10.7 METERS (35.1 FT) SOUTH OF A FENCE
 OV0264'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0264'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 OV0264'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0262 ***********************************************************************
 OV0262  DESIGNATION -  B 335
 OV0262  PID         -  OV0262
 OV0262  STATE/COUNTY-  WY/NATRONA
 OV0262  USGS QUAD   -  POWDER RIVER (1968)
 OV0262
 OV0262                         *CURRENT SURVEY CONTROL
 OV0262  ___________________________________________________________________
 OV0262* NAD 83(1986)-  43 02 01.     (N)    106 52 47.     (W)     SCALED    
 OV0262* NAVD 88     -      1733.630  (meters)    5687.75   (feet)  ADJUSTED  
 OV0262  ___________________________________________________________________
 OV0262  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OV0262  DYNAMIC HT  -        1732.510 (meters)    5684.08  (feet)  COMP
 OV0262  MODELED GRAV-     979,913.1   (mgal)                       NAVD 88
 OV0262
 OV0262  VERT ORDER  -  FIRST     CLASS II
 OV0262
 OV0262.The horizontal coordinates were scaled from a topographic map and have
 OV0262.an estimated accuracy of +/- 6 seconds.
 OV0262
 OV0262.The orthometric height was determined by differential leveling
 OV0262.and adjusted by the National Geodetic Survey in June 1991..
 OV0262
 OV0262.The geoid height was determined by GEOID03.
 OV0262
 OV0262.The dynamic height is computed by dividing the NAVD 88
 OV0262.geopotential number by the normal gravity value computed on the
 OV0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0262.degrees latitude (g = 980.6199 gals.).
 OV0262
 OV0262.The modeled gravity was interpolated from observed gravity values.
 OV0262
 OV0262;                    North         East    Units  Estimated Accuracy
 OV0262;SPC WYEC     -   381,490.      436,970.      MT  (+/- 180 meters Scaled)
 OV0262
 OV0262                          SUPERSEDED SURVEY CONTROL
 OV0262
 OV0262  NGVD 29 (06/08/92) 1732.690  (m)         5684.67   (f) ADJUSTED    1 2
 OV0262
 OV0262.Superseded values are not recommended for survey control.
 OV0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0262.See file dsdata.txt to determine how the superseded data were derived.
 OV0262
 OV0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH468662(NAD 83)
 OV0262_MARKER: I = METAL ROD
 OV0262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0262_SP_SET: STAINLESS STEEL ROD
 OV0262_STAMPING: B 335 1982
 OV0262_MARK LOGO: NGS   
 OV0262_PROJECTION: FLUSH
 OV0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0262_ROD/PIPE-DEPTH: 3.7  meters
 OV0262
 OV0262  HISTORY     - Date     Condition        Report By
 OV0262  HISTORY     - 1982     MONUMENTED       NGS
 OV0262
 OV0262                          STATION DESCRIPTION
 OV0262
 OV0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0262'26.6 KM (16.5 MI) EAST FROM WALTMAN.
 OV0262'26.6 KM (16.5 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0262'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 56.4 METERS (185.0 FT)
 OV0262'SOUTH-SOUTHEAST OD MILEPOST 34 AND 49.1 METERS (167.1 FT) SOUTH OF THE
 OV0262'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 OV0262'A 5-INCH LOGO CAP.
 OV0262'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OV0262'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0291 ***********************************************************************
 NR0291  DESIGNATION -  B 336
 NR0291  PID         -  NR0291
 NR0291  STATE/COUNTY-  WY/CARBON
 NR0291  USGS QUAD   -  SAVAGE PEAK (1981)
 NR0291
 NR0291                         *CURRENT SURVEY CONTROL
 NR0291  ___________________________________________________________________
 NR0291* NAD 83(1986)-  42 24 52.     (N)    107 18 01.     (W)     SCALED    
 NR0291* NAVD 88     -      1857.569  (meters)    6094.37   (feet)  ADJUSTED  
 NR0291  ___________________________________________________________________
 NR0291  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NR0291  DYNAMIC HT  -        1856.243 (meters)    6090.02  (feet)  COMP
 NR0291  MODELED GRAV-     979,840.7   (mgal)                       NAVD 88
 NR0291
 NR0291  VERT ORDER  -  FIRST     CLASS II
 NR0291
 NR0291.The horizontal coordinates were scaled from a topographic map and have
 NR0291.an estimated accuracy of +/- 6 seconds.
 NR0291
 NR0291.The orthometric height was determined by differential leveling
 NR0291.and adjusted by the National Geodetic Survey in June 1991..
 NR0291
 NR0291.The geoid height was determined by GEOID03.
 NR0291
 NR0291.The dynamic height is computed by dividing the NAVD 88
 NR0291.geopotential number by the normal gravity value computed on the
 NR0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0291.degrees latitude (g = 980.6199 gals.).
 NR0291
 NR0291.The modeled gravity was interpolated from observed gravity values.
 NR0291
 NR0291;                    North         East    Units  Estimated Accuracy
 NR0291;SPC WYEC     -   312,610.      402,720.      MT  (+/- 180 meters Scaled)
 NR0291
 NR0291                          SUPERSEDED SURVEY CONTROL
 NR0291
 NR0291  NGVD 29 (06/08/92) 1856.579  (m)         6091.13   (f) ADJUSTED    1 2
 NR0291
 NR0291.Superseded values are not recommended for survey control.
 NR0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0291.See file dsdata.txt to determine how the superseded data were derived.
 NR0291
 NR0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG107983(NAD 83)
 NR0291_MARKER: I = METAL ROD
 NR0291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0291_SP_SET: STAINLESS STEEL ROD
 NR0291_STAMPING: B 336 1982
 NR0291_MARK LOGO: NGS   
 NR0291_PROJECTION: FLUSH
 NR0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0291_ROD/PIPE-DEPTH: 6.1  meters
 NR0291
 NR0291  HISTORY     - Date     Condition        Report By
 NR0291  HISTORY     - 1982     MONUMENTED       NGS
 NR0291
 NR0291                          STATION DESCRIPTION
 NR0291
 NR0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0291'13.3 KM (8.25 MI) NE FROM MUDDY GAP.
 NR0291'13.3 KM (8.25 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0291'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0291'0.7 KM (0.45 MI) SOUTHWEST OF MILEPOST 53, 45.7 METERS (149.9 FT)
 NR0291'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 10.1 METERS (33.1 FT)
 NR0291'NORTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING NORTHWEST.  NOTE,
 NR0291'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0291'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0291'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0452 ***********************************************************************
 MP0452  DESIGNATION -  B 337
 MP0452  PID         -  MP0452
 MP0452  STATE/COUNTY-  WY/CARBON
 MP0452  USGS QUAD   -  RAWLINS (1981)
 MP0452
 MP0452                         *CURRENT SURVEY CONTROL
 MP0452  ___________________________________________________________________
 MP0452* NAD 83(1986)-  41 47 10.     (N)    107 14 27.     (W)     SCALED    
 MP0452* NAVD 88     -      2059.068  (meters)    6755.46   (feet)  ADJUSTED  
 MP0452  ___________________________________________________________________
 MP0452  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 MP0452  DYNAMIC HT  -        2057.328 (meters)    6749.75  (feet)  COMP
 MP0452  MODELED GRAV-     979,704.0   (mgal)                       NAVD 88
 MP0452
 MP0452  VERT ORDER  -  FIRST     CLASS II
 MP0452
 MP0452.The horizontal coordinates were scaled from a topographic map and have
 MP0452.an estimated accuracy of +/- 6 seconds.
 MP0452
 MP0452.The orthometric height was determined by differential leveling
 MP0452.and adjusted by the National Geodetic Survey in June 1991..
 MP0452
 MP0452.The geoid height was determined by GEOID03.
 MP0452
 MP0452.The dynamic height is computed by dividing the NAVD 88
 MP0452.geopotential number by the normal gravity value computed on the
 MP0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0452.degrees latitude (g = 980.6199 gals.).
 MP0452
 MP0452.The modeled gravity was interpolated from observed gravity values.
 MP0452
 MP0452;                    North         East    Units  Estimated Accuracy
 MP0452;SPC WYEC     -   242,830.      407,690.      MT  (+/- 180 meters Scaled)
 MP0452
 MP0452                          SUPERSEDED SURVEY CONTROL
 MP0452
 MP0452  NGVD 29 (06/08/92) 2057.922  (m)         6751.70   (f) ADJUSTED    1 2
 MP0452
 MP0452.Superseded values are not recommended for survey control.
 MP0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0452.See file dsdata.txt to determine how the superseded data were derived.
 MP0452
 MP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG137284(NAD 83)
 MP0452_MARKER: DB = BENCH MARK DISK
 MP0452_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MP0452_SP_SET: PIER
 MP0452_STAMPING: B 337 1982
 MP0452_MARK LOGO: NGS   
 MP0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0452+STABILITY: POSITION/ELEVATION WELL
 MP0452
 MP0452  HISTORY     - Date     Condition        Report By
 MP0452  HISTORY     - 1982     MONUMENTED       NGS
 MP0452
 MP0452                          STATION DESCRIPTION
 MP0452
 MP0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0452'IN RAWLINS.
 MP0452'IN RAWLINS, SET VERTICALLY IN THE SOUTH FACE OF THE THIRD PIER SOUTH
 MP0452'OF THE NORTH END OF THE 6TH STREET OVERPASS OF THE UNION PACIFIC
 MP0452'RAILROAD, 20.0 METERS (65.6 FT) SOUTHEAST OF THE CENTER OF WEST FRONT
 MP0452'STREET, AND 4.2 METERS (13.8 FT) NORTHWEST OF THE NEAR RAIL.
 MP0452'THE MARK IS 1.5 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0269 ***********************************************************************
 NR0269  DESIGNATION -  B 338
 NR0269  PID         -  NR0269
 NR0269  STATE/COUNTY-  WY/NATRONA
 NR0269  USGS QUAD   -  BENTON BASIN (1984)
 NR0269
 NR0269                         *CURRENT SURVEY CONTROL
 NR0269  ___________________________________________________________________
 NR0269* NAD 83(1986)-  42 33 09.     (N)    106 49 21.     (W)     SCALED    
 NR0269* NAVD 88     -      1882.646  (meters)    6176.65   (feet)  ADJUSTED  
 NR0269  ___________________________________________________________________
 NR0269  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 NR0269  DYNAMIC HT  -        1881.333 (meters)    6172.34  (feet)  COMP
 NR0269  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 NR0269
 NR0269  VERT ORDER  -  FIRST     CLASS II
 NR0269
 NR0269.The horizontal coordinates were scaled from a topographic map and have
 NR0269.an estimated accuracy of +/- 6 seconds.
 NR0269
 NR0269.The orthometric height was determined by differential leveling
 NR0269.and adjusted by the National Geodetic Survey in June 1991..
 NR0269
 NR0269.The geoid height was determined by GEOID03.
 NR0269
 NR0269.The dynamic height is computed by dividing the NAVD 88
 NR0269.geopotential number by the normal gravity value computed on the
 NR0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0269.degrees latitude (g = 980.6199 gals.).
 NR0269
 NR0269.The modeled gravity was interpolated from observed gravity values.
 NR0269
 NR0269;                    North         East    Units  Estimated Accuracy
 NR0269;SPC WYEC     -   328,070.      441,950.      MT  (+/- 180 meters Scaled)
 NR0269
 NR0269                          SUPERSEDED SURVEY CONTROL
 NR0269
 NR0269  NGVD 29 (06/08/92) 1881.693  (m)         6173.52   (f) ADJUSTED    1 2
 NR0269
 NR0269.Superseded values are not recommended for survey control.
 NR0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0269.See file dsdata.txt to determine how the superseded data were derived.
 NR0269
 NR0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH503127(NAD 83)
 NR0269_MARKER: I = METAL ROD
 NR0269_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0269+WITH SETTING: INFORMATION.
 NR0269_SP_SET: SHALLOW SET METAL ROD
 NR0269_STAMPING: B 338 1982
 NR0269_MARK LOGO: NGS   
 NR0269_PROJECTION: FLUSH
 NR0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0269_ROD/PIPE-DEPTH: 2.1  meters
 NR0269
 NR0269  HISTORY     - Date     Condition        Report By
 NR0269  HISTORY     - 1982     MONUMENTED       NGS
 NR0269
 NR0269                          STATION DESCRIPTION
 NR0269
 NR0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0269'51.5 KM (32.0 MI) SW FROM CASPER.
 NR0269'51.5 KM (32.0 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0269'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.7 KM (0.45 MI) EAST OF
 NR0269'MILEPOST 81, 45.1 METERS (148.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 NR0269'HIGHWAY AND 6.6 METERS (21.7 FT) NORTHWEST OF THE CENTER OF A FIELD
 NR0269'ENTRANCE.  NOTE, REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM
 NR0269'POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0269'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 NR0269'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0712 ***********************************************************************
 PY0712  DESIGNATION -  B 339
 PY0712  PID         -  PY0712
 PY0712  STATE/COUNTY-  WY/TETON
 PY0712  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0712
 PY0712                         *CURRENT SURVEY CONTROL
 PY0712  ___________________________________________________________________
 PY0712* NAD 83(1986)-  44 39 10.     (N)    111 02 21.     (W)     SCALED    
 PY0712* NAVD 88     -      2041.427  (meters)    6697.58   (feet)  ADJUSTED  
 PY0712  ___________________________________________________________________
 PY0712  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0712  DYNAMIC HT  -        2040.256 (meters)    6693.74  (feet)  COMP
 PY0712  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 PY0712
 PY0712  VERT ORDER  -  FIRST     CLASS II
 PY0712
 PY0712.The horizontal coordinates were scaled from a topographic map and have
 PY0712.an estimated accuracy of +/- 6 seconds.
 PY0712
 PY0712.The orthometric height was determined by differential leveling
 PY0712.and adjusted by the National Geodetic Survey in June 1991..
 PY0712
 PY0712.The geoid height was determined by GEOID03.
 PY0712
 PY0712.The dynamic height is computed by dividing the NAVD 88
 PY0712.geopotential number by the normal gravity value computed on the
 PY0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0712.degrees latitude (g = 980.6199 gals.).
 PY0712
 PY0712.The modeled gravity was interpolated from observed gravity values.
 PY0712
 PY0712;                    North         East    Units  Estimated Accuracy
 PY0712;SPC WY W     -   561,730.      724,190.      MT  (+/- 180 meters Scaled)
 PY0712
 PY0712                          SUPERSEDED SURVEY CONTROL
 PY0712
 PY0712  NGVD 29 (08/20/92) 2040.167  (m)         6693.45   (f) ADJUSTED    1 2
 PY0712
 PY0712.Superseded values are not recommended for survey control.
 PY0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0712.See file dsdata.txt to determine how the superseded data were derived.
 PY0712
 PY0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ968443(NAD 83)
 PY0712_MARKER: I = METAL ROD
 PY0712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0712_SP_SET: STAINLESS STEEL ROD
 PY0712_STAMPING: B 339 1983
 PY0712_MARK LOGO: NGS   
 PY0712_PROJECTION: FLUSH
 PY0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0712_ROD/PIPE-DEPTH: 8.9  meters
 PY0712
 PY0712  HISTORY     - Date     Condition        Report By
 PY0712  HISTORY     - 1983     MONUMENTED       NGS
 PY0712  HISTORY     - 1987     GOOD             NGS
 PY0712
 PY0712                          STATION DESCRIPTION
 PY0712
 PY0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0712'5.0 KM (3.1 MI) EAST FROM WEST YELLOWSTONE MONTANA.
 PY0712'5.0 KM (3.1 MI) EASTERLY ALONG THE WEST YELLOWSTONE-MADISON JUNCTION
 PY0712'HIGHWAY FROM THE MUSEUM OF THE YELLOWSTONE IN WEST YELLOWSTONE, 15.7
 PY0712'METERS (51.5 FT) WEST OF THE CENTER OF THE WEST END OF A ROAD LEADING
 PY0712'NORTHEAST INTO A ROADSIDE PULL OFF, 15.6 METERS (51.2 FT) NORTH OF THE
 PY0712'CENTER OF THE ROAD, AND 7.0 METERS (23.0 FT) NORTHEAST OF THE CENTER
 PY0712'OF A 24-INCH DRAINAGE PIPE.  ACCESS TO THE DATUM POINT IS THROUGH A
 PY0712'5-INCH LOGO CAP.
 PY0712'THE MARK IS 0.9 M BELOW THE ROAD.
 PY0712
 PY0712                          STATION RECOVERY (1987)
 PY0712
 PY0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0485 ***********************************************************************
 MP0485  DESIGNATION -  B 339 X
 MP0485  PID         -  MP0485
 MP0485  STATE/COUNTY-  WY/CARBON
 MP0485  USGS QUAD   -  HANNA (1982)
 MP0485
 MP0485                         *CURRENT SURVEY CONTROL
 MP0485  ___________________________________________________________________
 MP0485* NAD 83(1986)-  41 51 44.     (N)    106 35 54.     (W)     SCALED    
 MP0485* NAVD 88     -      2087.093  (meters)    6847.40   (feet)  ADJUSTED  
 MP0485  ___________________________________________________________________
 MP0485  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 MP0485  DYNAMIC HT  -        2085.210 (meters)    6841.23  (feet)  COMP
 MP0485  MODELED GRAV-     979,646.8   (mgal)                       NAVD 88
 MP0485
 MP0485  VERT ORDER  -  FIRST     CLASS II
 MP0485
 MP0485.The horizontal coordinates were scaled from a topographic map and have
 MP0485.an estimated accuracy of +/- 6 seconds.
 MP0485
 MP0485.The orthometric height was determined by differential leveling
 MP0485.and adjusted by the National Geodetic Survey in June 1991..
 MP0485
 MP0485.The geoid height was determined by GEOID03.
 MP0485
 MP0485.The dynamic height is computed by dividing the NAVD 88
 MP0485.geopotential number by the normal gravity value computed on the
 MP0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0485.degrees latitude (g = 980.6199 gals.).
 MP0485
 MP0485.The modeled gravity was interpolated from observed gravity values.
 MP0485
 MP0485;                    North         East    Units  Estimated Accuracy
 MP0485;SPC WYEC     -   251,540.      461,020.      MT  (+/- 180 meters Scaled)
 MP0485
 MP0485                          SUPERSEDED SURVEY CONTROL
 MP0485
 MP0485  NGVD 29 (06/08/92) 2085.828  (m)         6843.25   (f) ADJUSTED    1 2
 MP0485
 MP0485.Superseded values are not recommended for survey control.
 MP0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0485.See file dsdata.txt to determine how the superseded data were derived.
 MP0485
 MP0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG673357(NAD 83)
 MP0485_MARKER: DB = BENCH MARK DISK
 MP0485_SETTING: 66 = SET IN ROCK OUTCROP
 MP0485_SP_SET: ROCK OUTCROP
 MP0485_STAMPING: B 339 X 1983
 MP0485_MARK LOGO: NGS   
 MP0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0485+STABILITY: POSITION/ELEVATION WELL
 MP0485
 MP0485  HISTORY     - Date     Condition        Report By
 MP0485  HISTORY     - 1983     MONUMENTED       NGS
 MP0485
 MP0485                          STATION DESCRIPTION
 MP0485
 MP0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0485'3.0 KM (1.85 MI) WEST FROM HANNA.
 MP0485'3.0 KM (1.85 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0485'STATION IN HANNA, IN THE NORTHWEST EDGE OF A LARGE SANDSTONE ROCK
 MP0485'OUTCROP, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 645, 34.8 METERS
 MP0485'(114.2 FT) NORTHEAST OF A FENCE, 23.5 METERS (77.1 FT) SOUTH-SOUTHEAST
 MP0485'OF THE NEAR RAIL, 15.0 METERS (49.2 FT) SOUTHWEST OF THE NORTHEAST END
 MP0485'OF A ROCK OUTCROP, AND 2.8 METERS (9.2 FT) SOUTHWEST OF UTILITY POLE
 MP0485'NUMBER 18.
 MP0485'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MP0485'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0244 ***********************************************************************
 OU0244  DESIGNATION -  B 34
 OU0244  PID         -  OU0244
 OU0244  STATE/COUNTY-  WY/CAMPBELL
 OU0244  USGS QUAD   -  ARTESIAN DRAW (1954)
 OU0244
 OU0244                         *CURRENT SURVEY CONTROL
 OU0244  ___________________________________________________________________
 OU0244* NAD 83(1986)-  43 34 04.     (N)    105 53 56.     (W)     SCALED    
 OU0244* NAVD 88     -      1667.541  (meters)    5470.92   (feet)  ADJUSTED  
 OU0244  ___________________________________________________________________
 OU0244  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 OU0244  DYNAMIC HT  -        1666.572 (meters)    5467.74  (feet)  COMP
 OU0244  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 OU0244  OBS GRAVITY -     979,979.1   (mgal)                       GRAV_OBS
 OU0244
 OU0244  VERT ORDER  -  FIRST     CLASS II
 OU0244
 OU0244.The horizontal coordinates were scaled from a topographic map and have
 OU0244.an estimated accuracy of +/- 6 seconds.
 OU0244
 OU0244.The orthometric height was determined by differential leveling
 OU0244.and adjusted by the National Geodetic Survey in June 1991..
 OU0244
 OU0244.The geoid height was determined by GEOID03.
 OU0244
 OU0244.The dynamic height is computed by dividing the NAVD 88
 OU0244.geopotential number by the normal gravity value computed on the
 OU0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0244.degrees latitude (g = 980.6199 gals.).
 OU0244
 OU0244.The modeled gravity was interpolated from observed gravity values.
 OU0244.The observed gravity was obtained from relative gravimeter ties
 OU0244.to the IGSN71 gravity network.
 OU0244
 OU0244;                    North         East    Units  Estimated Accuracy
 OU0244;SPC WY E     -   340,990.      140,850.      MT  (+/- 180 meters Scaled)
 OU0244
 OU0244                          SUPERSEDED SURVEY CONTROL
 OU0244
 OU0244  NGVD 29 (06/08/92) 1666.689  (m)         5468.13   (f) ADJUSTED    1 2
 OU0244
 OU0244.Superseded values are not recommended for survey control.
 OU0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0244.See file dsdata.txt to determine how the superseded data were derived.
 OU0244
 OU0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ274242(NAD 83)
 OU0244_MARKER: DB = BENCH MARK DISK
 OU0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0244_SP_SET: CONCRETE POST
 OU0244_STAMPING: B 34 1933
 OU0244_MARK LOGO: CGS   
 OU0244_PROJECTION: PROJECTING 20 CENTIMETERS
 OU0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0244+STABILITY: SURFACE MOTION
 OU0244
 OU0244  HISTORY     - Date     Condition        Report By
 OU0244  HISTORY     - 1933     MONUMENTED       CGS
 OU0244  HISTORY     - 1985     GOOD             NGS
 OU0244
 OU0244                          STATION DESCRIPTION
 OU0244
 OU0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0244'7.6 MI W FROM PINE TREE.
 OU0244'7.6 MILES WEST ALONG THE MIDWEST ROAD (OLD STATE HIGHWAY 316)
 OU0244'FROM THE POST OFFICE AND STORE AT PINE TREE, CAMPBELL COUNTY,
 OU0244'AT A SHARP CURVE TO THE RIGHT, 215 YARDS NORTH OF THE CENTER
 OU0244'LINE OF THE NEW HIGHWAY, AND 75 FEET SOUTH OF THE CENTER LINE
 OU0244'OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED B 34 1933 AND SET
 OU0244'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OU0244
 OU0244                          STATION RECOVERY (1985)
 OU0244
 OU0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0244'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  11.09 KM
 OU0244'(6.89 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM PINE TREE JUNCTION,
 OU0244'THENCE 0.17 KM (0.10 MI) NORTH ALONG A GRAVEL ROAD FOR THE WESTERN GAS
 OU0244'PROCESSORS AND WOODS PETROLEUM CORP. (PINE TREE UNIT), IN THE
 OU0244'SOUTHWEST CORNER OF THE Y JUNCTION OF A TRACK ROAD LEADING WEST,
 OU0244'49.7 METERS (163 FT) WEST OF THE CENTER OF THE GRAVEL ROAD, 123.4
 OU0244'METERS (405 FT) NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND
 OU0244'ELECTRIC METER, AT AN OIL PUMP STATION AND 15.2 METERS (50 FT) SOUTH
 OU0244'OF THE CENTER OF THE TRACK ROAD.
 OU0244'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 OU0244'THE MARK IS 1.0 M BELOW THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0591 ***********************************************************************
 MR0591  DESIGNATION -  B 340
 MR0591  PID         -  MR0591
 MR0591  STATE/COUNTY-  WY/UINTA
 MR0591  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0591
 MR0591                         *CURRENT SURVEY CONTROL
 MR0591  ___________________________________________________________________
 MR0591* NAD 83(1986)-  41 12 19.     (N)    110 46 31.     (W)     SCALED    
 MR0591* NAVD 88     -      2297.635  (meters)    7538.16   (feet)  ADJUSTED  
 MR0591  ___________________________________________________________________
 MR0591  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 MR0591  DYNAMIC HT  -        2295.473 (meters)    7531.06  (feet)  COMP
 MR0591  MODELED GRAV-     979,599.8   (mgal)                       NAVD 88
 MR0591
 MR0591  VERT ORDER  -  FIRST     CLASS II
 MR0591
 MR0591.The horizontal coordinates were scaled from a topographic map and have
 MR0591.an estimated accuracy of +/- 6 seconds.
 MR0591
 MR0591.The orthometric height was determined by differential leveling
 MR0591.and adjusted by the National Geodetic Survey in June 1991..
 MR0591
 MR0591.The geoid height was determined by GEOID03.
 MR0591
 MR0591.The dynamic height is computed by dividing the NAVD 88
 MR0591.geopotential number by the normal gravity value computed on the
 MR0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0591.degrees latitude (g = 980.6199 gals.).
 MR0591
 MR0591.The modeled gravity was interpolated from observed gravity values.
 MR0591
 MR0591;                    North         East    Units  Estimated Accuracy
 MR0591;SPC WY W     -   178,550.      741,970.      MT  (+/- 180 meters Scaled)
 MR0591
 MR0591                          SUPERSEDED SURVEY CONTROL
 MR0591
 MR0591  NGVD 29 (06/08/92) 2296.305  (m)         7533.79   (f) ADJUSTED    1 2
 MR0591
 MR0591.Superseded values are not recommended for survey control.
 MR0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0591.See file dsdata.txt to determine how the superseded data were derived.
 MR0591
 MR0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL188615(NAD 83)
 MR0591_MARKER: I = METAL ROD
 MR0591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0591_SP_SET: STAINLESS STEEL ROD
 MR0591_STAMPING: B 340 1983
 MR0591_MARK LOGO: NGS   
 MR0591_PROJECTION: FLUSH
 MR0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0591_ROD/PIPE-DEPTH: 8.0  meters
 MR0591
 MR0591  HISTORY     - Date     Condition        Report By
 MR0591  HISTORY     - 1983     MONUMENTED       NGS
 MR0591
 MR0591                          STATION DESCRIPTION
 MR0591
 MR0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0591'1.7 KM (1.05 MI) NE FROM ALTAMONT.
 MR0591'1.7 KM (1.05 MI) NORTHEASTERLY ALONG A GRAVELED ROAD FROM THE UNION
 MR0591'PACIFIC RAILROAD STATION IN ALTAMONT, AND 18.0 METERS (59.4 FT) EAST
 MR0591'OF THE CENTER OF THE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 MR0591'A 5-INCH LOGO CAP.
 MR0591'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0366 ***********************************************************************
 MQ0366  DESIGNATION -  B 341
 MQ0366  PID         -  MQ0366
 MQ0366  STATE/COUNTY-  WY/SWEETWATER
 MQ0366  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0366
 MQ0366                         *CURRENT SURVEY CONTROL
 MQ0366  ___________________________________________________________________
 MQ0366* NAD 83(1986)-  41 36 24.     (N)    109 08 03.     (W)     SCALED    
 MQ0366* NAVD 88     -      1922.309  (meters)    6306.78   (feet)  ADJUSTED  
 MQ0366  ___________________________________________________________________
 MQ0366  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 MQ0366  DYNAMIC HT  -        1920.721 (meters)    6301.57  (feet)  COMP
 MQ0366  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 MQ0366
 MQ0366  VERT ORDER  -  FIRST     CLASS II
 MQ0366
 MQ0366.The horizontal coordinates were scaled from a topographic map and have
 MQ0366.an estimated accuracy of +/- 6 seconds.
 MQ0366
 MQ0366.The orthometric height was determined by differential leveling
 MQ0366.and adjusted by the National Geodetic Survey in June 1991..
 MQ0366
 MQ0366.The geoid height was determined by GEOID03.
 MQ0366
 MQ0366.The dynamic height is computed by dividing the NAVD 88
 MQ0366.geopotential number by the normal gravity value computed on the
 MQ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0366.degrees latitude (g = 980.6199 gals.).
 MQ0366
 MQ0366.The modeled gravity was interpolated from observed gravity values.
 MQ0366
 MQ0366;                    North         East    Units  Estimated Accuracy
 MQ0366;SPC WYWC     -   122,960.      567,980.      MT  (+/- 180 meters Scaled)
 MQ0366
 MQ0366                          SUPERSEDED SURVEY CONTROL
 MQ0366
 MQ0366  NGVD 29 (06/08/92) 1921.053  (m)         6302.65   (f) ADJUSTED    1 2
 MQ0366
 MQ0366.Superseded values are not recommended for survey control.
 MQ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0366.See file dsdata.txt to determine how the superseded data were derived.
 MQ0366
 MQ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM554077(NAD 83)
 MQ0366_MARKER: DB = BENCH MARK DISK
 MQ0366_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MQ0366_SP_SET: PIER
 MQ0366_STAMPING: B 341 1983
 MQ0366_MARK LOGO: NGS   
 MQ0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0366+STABILITY: POSITION/ELEVATION WELL
 MQ0366
 MQ0366  HISTORY     - Date     Condition        Report By
 MQ0366  HISTORY     - 1983     MONUMENTED       NGS
 MQ0366
 MQ0366                          STATION DESCRIPTION
 MQ0366
 MQ0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0366'8.0 KM (4.95 MI) EAST FROM ROCK SPRINGS.
 MQ0366'8.0 KM (4.95 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0366'STATION IN ROCK SPRINGS, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 MQ0366'MOST SOUTHWESTERLY 1 OF 2 PIERS OF A HIGHWAY BRIDGE SPANNING THE
 MQ0366'RAILROAD TRACKS, 4.1 METERS (13.5 FT) SOUTHEAST OF THE NEAR RAIL AND
 MQ0366'3.1 METERS (10.2 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY.
 MQ0366'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0448 ***********************************************************************
 MP0448  DESIGNATION -  B 342
 MP0448  PID         -  MP0448
 MP0448  STATE/COUNTY-  WY/CARBON
 MP0448  USGS QUAD   -  RAWLINS PEAK SW (1983)
 MP0448
 MP0448                         *CURRENT SURVEY CONTROL
 MP0448  ___________________________________________________________________
 MP0448* NAD 83(1986)-  41 46 43.     (N)    107 23 35.     (W)     SCALED    
 MP0448* NAVD 88     -      2103.836  (meters)    6902.34   (feet)  ADJUSTED  
 MP0448  ___________________________________________________________________
 MP0448  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 MP0448  DYNAMIC HT  -        2101.993 (meters)    6896.29  (feet)  COMP
 MP0448  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 MP0448
 MP0448  VERT ORDER  -  FIRST     CLASS II
 MP0448
 MP0448.The horizontal coordinates were scaled from a topographic map and have
 MP0448.an estimated accuracy of +/- 6 seconds.
 MP0448
 MP0448.The orthometric height was determined by differential leveling
 MP0448.and adjusted by the National Geodetic Survey in June 1991..
 MP0448
 MP0448.The geoid height was determined by GEOID03.
 MP0448
 MP0448.The dynamic height is computed by dividing the NAVD 88
 MP0448.geopotential number by the normal gravity value computed on the
 MP0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0448.degrees latitude (g = 980.6199 gals.).
 MP0448
 MP0448.The modeled gravity was interpolated from observed gravity values.
 MP0448
 MP0448;                    North         East    Units  Estimated Accuracy
 MP0448;SPC WYEC     -   241,990.      395,040.      MT  (+/- 180 meters Scaled)
 MP0448
 MP0448                          SUPERSEDED SURVEY CONTROL
 MP0448
 MP0448  NGVD 29 (06/08/92) 2102.611  (m)         6898.32   (f) ADJUSTED    1 2
 MP0448
 MP0448.Superseded values are not recommended for survey control.
 MP0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0448.See file dsdata.txt to determine how the superseded data were derived.
 MP0448
 MP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG011279(NAD 83)
 MP0448_MARKER: DB = BENCH MARK DISK
 MP0448_SETTING: 66 = SET IN ROCK OUTCROP
 MP0448_SP_SET: ROCK OUTCROP
 MP0448_STAMPING: B 342 1983
 MP0448_MARK LOGO: NGS   
 MP0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0448+STABILITY: POSITION/ELEVATION WELL
 MP0448
 MP0448  HISTORY     - Date     Condition        Report By
 MP0448  HISTORY     - 1983     MONUMENTED       NGS
 MP0448
 MP0448                          STATION DESCRIPTION
 MP0448
 MP0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0448'13.7 KM (8.5 MI) WEST FROM RAWLINS.
 MP0448'13.7 KM (8.5 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0448'STATION IN RAWLINS, AT RAILROAD SIGNAL 6913, 0.6 KM (0.35 MI) WEST OF
 MP0448'MILEPOST 691, SET VERTICALLY IN THE SOUTH FACE AND NEAR THE CENTER OF
 MP0448'A RAILROAD ROCK CUT, 13.8 METERS (45.3 FT) NORTH OF THE NEAR RAIL AND
 MP0448'3.0 METERS (9.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF A 6 BY 10
 MP0448'FOOT METAL BUILDING.
 MP0448'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0499 ***********************************************************************
 MP0499  FBN         -  This is a Federal Base Network Control Station.
 MP0499  DESIGNATION -  B 343
 MP0499  PID         -  MP0499
 MP0499  STATE/COUNTY-  WY/CARBON
 MP0499  USGS QUAD   -  MEDICINE BOW (1971)
 MP0499
 MP0499                         *CURRENT SURVEY CONTROL
 MP0499  ___________________________________________________________________
 MP0499* NAD 83(1993)-  41 53 15.58700(N)    106 09 57.34876(W)     ADJUSTED  
 MP0499* NAVD 88     -      2018.645  (meters)    6622.84   (feet)  ADJUSTED  
 MP0499  ___________________________________________________________________
 MP0499  X           -  -1,324,397.368 (meters)                     COMP
 MP0499  Y           -  -4,568,744.153 (meters)                     COMP
 MP0499  Z           -   4,237,662.190 (meters)                     COMP
 MP0499  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 MP0499  ELLIP HEIGHT-        2005.67  (meters)          (02/28/01) GPS OBS
 MP0499  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 MP0499  DYNAMIC HT  -        2016.949 (meters)    6617.27  (feet)  COMP
 MP0499  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 MP0499
 MP0499  HORZ ORDER  -  A
 MP0499  VERT ORDER  -  FIRST     CLASS II
 MP0499  ELLP ORDER  -  SECOND    CLASS I
 MP0499
 MP0499.The horizontal coordinates were established by GPS observations
 MP0499.and adjusted by the National Geodetic Survey in February 2001..
 MP0499
 MP0499.The orthometric height was determined by differential leveling
 MP0499.and adjusted by the National Geodetic Survey in June 1991..
 MP0499
 MP0499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0499
 MP0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0499
 MP0499.The ellipsoidal height was determined by GPS observations
 MP0499.and is referenced to NAD 83.
 MP0499
 MP0499.The geoid height was determined by GEOID03.
 MP0499
 MP0499.The dynamic height is computed by dividing the NAVD 88
 MP0499.geopotential number by the normal gravity value computed on the
 MP0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0499.degrees latitude (g = 980.6199 gals.).
 MP0499
 MP0499.The modeled gravity was interpolated from observed gravity values.
 MP0499
 MP0499;                    North         East     Units Scale Factor Converg.
 MP0499;SPC WYEC     -   254,760.037   496,884.850   MT  1.00005296   +0 46 46.2
 MP0499;UTM  13      - 4,637,960.872   403,270.051   MT  0.99971513   -0 46 42.7
 MP0499
 MP0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0499!SPC WYEC     -   0.99968552  x   1.00005296  =   0.99973847
 MP0499!UTM  13      -   0.99968552  x   0.99971513  =   0.99940074
 MP0499
 MP0499                          SUPERSEDED SURVEY CONTROL
 MP0499
 MP0499  NAVD 88 (02/28/01) 2018.64   (m)         6622.8    (f) LEVELING    3  
 MP0499  NGVD 29 (06/08/92) 2017.503  (m)         6619.09   (f) ADJUSTED    1 2
 MP0499
 MP0499.Superseded values are not recommended for survey control.
 MP0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0499.See file dsdata.txt to determine how the superseded data were derived.
 MP0499
 MP0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG0327037961(NAD 83)
 MP0499_MARKER: I = METAL ROD
 MP0499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0499_SP_SET: STAINLESS STEEL ROD
 MP0499_STAMPING: B 343 1983
 MP0499_MARK LOGO: NGS   
 MP0499_PROJECTION: FLUSH
 MP0499_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0499+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1999
 MP0499_ROD/PIPE-DEPTH: 4.9  meters
 MP0499
 MP0499  HISTORY     - Date     Condition        Report By
 MP0499  HISTORY     - 1983     MONUMENTED       NGS
 MP0499  HISTORY     - 1987     GOOD             USPSQD
 MP0499  HISTORY     - 19990725 GOOD             NGS
 MP0499
 MP0499                          STATION DESCRIPTION
 MP0499
 MP0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0499'3.1 KM (1.95 MI) EAST FROM MEDICINE BOW.
 MP0499'3.1 KM (1.95 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0499'STATION IN MEDICINE BOW, 62.2 METERS (204.1 FT) SOUTHWEST OF THE
 MP0499'CENTERLINE OF U.S. HIGHWAY 30 AND 287, 24.1 METERS (79.1 FT) NORTHEAST
 MP0499'OF THE NEAR RAIL, AND 1.2 METERS (3.9 FT) NORTHWEST OF MILEPOST 621.
 MP0499'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0499'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MP0499'THE MARK IS 0.3 M ABOVE THE TRACKS.
 MP0499
 MP0499                          STATION RECOVERY (1987)
 MP0499
 MP0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 MP0499'RECOVERED IN GOOD CONDITION.
 MP0499
 MP0499                          STATION RECOVERY (1999)
 MP0499
 MP0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MP0499'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 MP0499'CONDITION.  NEW DESCRIPTION FOLLOWS, THE STATION IS LOCATED ABOUT 3.46
 MP0499'KM (2.15 MI) EAST OF MEDICINE BOW ABOUT 60.96 M (200.00 FT) SOUTHWEST
 MP0499'OF THE HIGHWAY ON THE NORTHWEST SIDE OF THE UNION PACIFIC RAILROAD AT
 MP0499'MILEPOST 621 ATTACHED TO A POWER POLE.  TO REACH THE STATION FROM THE
 MP0499'JUNCTIONS OF US HIGHWAY 30, 287 AND STATE HIGHWAY 487 IN MEDICINE BOW,
 MP0499'GO EAST ON COMBINED HIGHWAY 30 AND 287 FOR 3.46 KM (2.15 MI) TO THE
 MP0499'STATION ON THE RIGHT ABOUT 60.96 M (200.00 FT) SOUTHWEST OF THE
 MP0499'HIGHWAY.  THE STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL
 MP0499'ROD DRIVEN TO REFUSAL, ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO
 MP0499'CAP SURROUNDED BY CONCRETE AND ABOUT FLUSH WITH THE GROUND AND ABOUT
 MP0499'0.3 M (1.0 FT) ABOVE THE TRACKS.  LOCATED 62.8 M (206.0 FT) SOUTHWEST
 MP0499'OF THE CENTER OF THE HIGHWAY, 24.08 M (79.00 FT) NORTHEAST OF THE
 MP0499'NORTHEAST RAIL OF THE TRACKS, 1.2 M (3.9 FT) NORTHWEST OF A POWER POLE
 MP0499'WITH RAILROAD MILEPOST 621 SIGN ATTACHED AND 0.3 M (1.0 FT) SOUTHEAST
 MP0499'OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0945 ***********************************************************************
 MO0945  DESIGNATION -  B 344
 MO0945  PID         -  MO0945
 MO0945  STATE/COUNTY-  WY/LARAMIE
 MO0945  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0945
 MO0945                         *CURRENT SURVEY CONTROL
 MO0945  ___________________________________________________________________
 MO0945* NAD 83(1986)-  41 07 26.     (N)    104 50 16.     (W)     SCALED    
 MO0945* NAVD 88     -      1859.602  (meters)    6101.04   (feet)  ADJUSTED  
 MO0945  ___________________________________________________________________
 MO0945  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 MO0945  DYNAMIC HT  -        1857.979 (meters)    6095.72  (feet)  COMP
 MO0945  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 MO0945
 MO0945  VERT ORDER  -  FIRST     CLASS II
 MO0945
 MO0945.The horizontal coordinates were scaled from a topographic map and have
 MO0945.an estimated accuracy of +/- 6 seconds.
 MO0945
 MO0945.The orthometric height was determined by differential leveling
 MO0945.and adjusted by the National Geodetic Survey in June 1991..
 MO0945
 MO0945.The geoid height was determined by GEOID03.
 MO0945
 MO0945.The dynamic height is computed by dividing the NAVD 88
 MO0945.geopotential number by the normal gravity value computed on the
 MO0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0945.degrees latitude (g = 980.6199 gals.).
 MO0945
 MO0945.The modeled gravity was interpolated from observed gravity values.
 MO0945
 MO0945;                    North         East    Units  Estimated Accuracy
 MO0945;SPC WY E     -    69,330.      227,620.      MT  (+/- 180 meters Scaled)
 MO0945
 MO0945                          SUPERSEDED SURVEY CONTROL
 MO0945
 MO0945  NGVD 29 (06/08/92) 1858.581  (m)         6097.69   (f) ADJUSTED    1 2
 MO0945
 MO0945.Superseded values are not recommended for survey control.
 MO0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0945.See file dsdata.txt to determine how the superseded data were derived.
 MO0945
 MO0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF136525(NAD 83)
 MO0945_MARKER: DB = BENCH MARK DISK
 MO0945_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0945_SP_SET: PIER
 MO0945_STAMPING: B 344 1983
 MO0945_MARK LOGO: NGS   
 MO0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0945
 MO0945  HISTORY     - Date     Condition        Report By
 MO0945  HISTORY     - 1983     MONUMENTED       NGS
 MO0945
 MO0945                          STATION DESCRIPTION
 MO0945
 MO0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0945'3.8 KM (2.35 MI) WEST FROM CHEYENNE.
 MO0945'1.6 KM (1.0 MI) NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 MO0945'INTERSTATE HIGHWAY 80 IN CHEYENNE, THENCE 2.2 KM (1.35 MI) WESTERLY
 MO0945'ALONG THE UNION PACIFIC RAILROAD, SET VERTICALLY IN THE CENTER OF THE
 MO0945'SOUTH FACE OF THE SOUTH ONE OF TWO PIERS OF RAILROAD BRIDGE NUMBER
 MO0945'510.86 SPANNING THE UNION PACIFIC TRACKS AND WEST 16TH STREET (WEST
 MO0945'LINCOLNWAY), AND 15.3 METERS (50.2 FT) NORTH OF THE NEAR RAIL.
 MO0945'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0938 ***********************************************************************
 MO0938  DESIGNATION -  B 345
 MO0938  PID         -  MO0938
 MO0938  STATE/COUNTY-  WY/LARAMIE
 MO0938  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0938
 MO0938                         *CURRENT SURVEY CONTROL
 MO0938  ___________________________________________________________________
 MO0938* NAD 83(1986)-  41 02 40.     (N)    104 47 18.     (W)     SCALED    
 MO0938* NAVD 88     -      1884.813  (meters)    6183.76   (feet)  ADJUSTED  
 MO0938  ___________________________________________________________________
 MO0938  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 MO0938  DYNAMIC HT  -        1883.153 (meters)    6178.31  (feet)  COMP
 MO0938  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 MO0938
 MO0938  VERT ORDER  -  FIRST     CLASS II
 MO0938
 MO0938.The horizontal coordinates were scaled from a topographic map and have
 MO0938.an estimated accuracy of +/- 6 seconds.
 MO0938
 MO0938.The orthometric height was determined by differential leveling
 MO0938.and adjusted by the National Geodetic Survey in June 1991..
 MO0938
 MO0938.The geoid height was determined by GEOID03.
 MO0938
 MO0938.The dynamic height is computed by dividing the NAVD 88
 MO0938.geopotential number by the normal gravity value computed on the
 MO0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0938.degrees latitude (g = 980.6199 gals.).
 MO0938
 MO0938.The modeled gravity was interpolated from observed gravity values.
 MO0938
 MO0938;                    North         East    Units  Estimated Accuracy
 MO0938;SPC WY E     -    60,530.      231,810.      MT  (+/- 180 meters Scaled)
 MO0938
 MO0938                          SUPERSEDED SURVEY CONTROL
 MO0938
 MO0938  NGVD 29 (06/08/92) 1883.798  (m)         6180.43   (f) ADJUSTED    1 2
 MO0938
 MO0938.Superseded values are not recommended for survey control.
 MO0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0938.See file dsdata.txt to determine how the superseded data were derived.
 MO0938
 MO0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF177437(NAD 83)
 MO0938_MARKER: I = METAL ROD
 MO0938_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0938_SP_SET: STAINLESS STEEL ROD
 MO0938_STAMPING: B 345 1983
 MO0938_MARK LOGO: NGS   
 MO0938_PROJECTION: FLUSH
 MO0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0938_ROD/PIPE-DEPTH: 9.7  meters
 MO0938
 MO0938  HISTORY     - Date     Condition        Report By
 MO0938  HISTORY     - 1983     MONUMENTED       NGS
 MO0938
 MO0938                          STATION DESCRIPTION
 MO0938
 MO0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0938'8.5 KM (5.3 MI) SOUTH FROM CHEYENNE.
 MO0938'8.5 KM (5.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 MO0938'INTERSTATE HIGHWAY 80 IN CHEYENNE, 0.3 KM (0.2 MI) NORTH OF MILEPOST
 MO0938'3, 0.2 KM (0.1 MI) SOUTH OF THE CROSSING OF TWO HIGH TENSION POWER
 MO0938'LINES (ONE WITH STEEL TOWERS AND ONE WITH WOODEN TOWERS), 56.1 METERS
 MO0938'(184.1 FT) WEST OF THE CENTER OF CHALK BLUFFS ROAD, 47.2 METERS
 MO0938'(154.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 7.6 METERS (24.9 FT)
 MO0938'SOUTH-SOUTHEAST OF UTILITY POLE 341, AND 5.8 METERS (19.0 FT) NORTH OF
 MO0938'THE CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO THE DATUM POINT IS
 MO0938'THROUGH A 5-INCH LOGO CAP.
 MO0938'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 MO0938'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0411 ***********************************************************************
 MQ0411  DESIGNATION -  B 346
 MQ0411  PID         -  MQ0411
 MQ0411  STATE/COUNTY-  WY/SWEETWATER
 MQ0411  USGS QUAD   -  HALFWAY HOLLOW WEST (1987)
 MQ0411
 MQ0411                         *CURRENT SURVEY CONTROL
 MQ0411  ___________________________________________________________________
 MQ0411* NAD 83(1986)-  41 21 24.     (N)    109 38 05.     (W)     SCALED    
 MQ0411* NAVD 88     -      1944.624  (meters)    6379.99   (feet)  ADJUSTED  
 MQ0411  ___________________________________________________________________
 MQ0411  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 MQ0411  DYNAMIC HT  -        1942.924 (meters)    6374.41  (feet)  COMP
 MQ0411  MODELED GRAV-     979,679.8   (mgal)                       NAVD 88
 MQ0411
 MQ0411  VERT ORDER  -  FIRST     CLASS II
 MQ0411
 MQ0411.The horizontal coordinates were scaled from a topographic map and have
 MQ0411.an estimated accuracy of +/- 6 seconds.
 MQ0411
 MQ0411.The orthometric height was determined by differential leveling
 MQ0411.and adjusted by the National Geodetic Survey in June 1991..
 MQ0411
 MQ0411.The geoid height was determined by GEOID03.
 MQ0411
 MQ0411.The dynamic height is computed by dividing the NAVD 88
 MQ0411.geopotential number by the normal gravity value computed on the
 MQ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0411.degrees latitude (g = 980.6199 gals.).
 MQ0411
 MQ0411.The modeled gravity was interpolated from observed gravity values.
 MQ0411
 MQ0411;                    North         East    Units  Estimated Accuracy
 MQ0411;SPC WYWC     -    95,510.      525,970.      MT  (+/- 180 meters Scaled)
 MQ0411
 MQ0411                          SUPERSEDED SURVEY CONTROL
 MQ0411
 MQ0411.No superseded survey control is available for this station.
 MQ0411
 MQ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL142792(NAD 83)
 MQ0411_MARKER: I = METAL ROD
 MQ0411_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0411+WITH SETTING: INFORMATION.
 MQ0411_SP_SET: SHALLOW-SET METAL ROD
 MQ0411_STAMPING: B 346 1984
 MQ0411_MARK LOGO: NGS   
 MQ0411_PROJECTION: FLUSH
 MQ0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0411_ROD/PIPE-DEPTH: 2.7  meters
 MQ0411
 MQ0411  HISTORY     - Date     Condition        Report By
 MQ0411  HISTORY     - 1984     MONUMENTED       NGS
 MQ0411
 MQ0411                          STATION DESCRIPTION
 MQ0411
 MQ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0411'26.0 KM (16.15 MI) SW FROM GREEN RIVER.
 MQ0411'26.0 KM (16.15 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0411'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0411'IN GREEN RIVER, 0.1 KM (0.05 MI) NORTHWEST OF MILEPOST 17, AT THE TOP
 MQ0411'OF A STEEP GRADE, AND 63.7 M (209.0 FT) NORTHEAST OF THE CENTERLINE OF
 MQ0411'THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO THE DATUM
 MQ0411'POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0411'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MQ0411'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0397 ***********************************************************************
 MQ0397  DESIGNATION -  B 348
 MQ0397  PID         -  MQ0397
 MQ0397  STATE/COUNTY-  WY/SWEETWATER
 MQ0397  USGS QUAD   -  WHALEN BUTTE (1996)
 MQ0397
 MQ0397                         *CURRENT SURVEY CONTROL
 MQ0397  ___________________________________________________________________
 MQ0397* NAD 83(1986)-  41 28 02.     (N)    109 29 26.     (W)     SCALED    
 MQ0397* NAVD 88     -      2172.052  (meters)    7126.14   (feet)  ADJUSTED  
 MQ0397  ___________________________________________________________________
 MQ0397  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0397  DYNAMIC HT  -        2170.135 (meters)    7119.85  (feet)  COMP
 MQ0397  MODELED GRAV-     979,662.5   (mgal)                       NAVD 88
 MQ0397
 MQ0397  VERT ORDER  -  FIRST     CLASS II
 MQ0397
 MQ0397.The horizontal coordinates were scaled from a topographic map and have
 MQ0397.an estimated accuracy of +/- 6 seconds.
 MQ0397
 MQ0397.The orthometric height was determined by differential leveling
 MQ0397.and adjusted by the National Geodetic Survey in June 1991..
 MQ0397
 MQ0397.The geoid height was determined by GEOID03.
 MQ0397
 MQ0397.The dynamic height is computed by dividing the NAVD 88
 MQ0397.geopotential number by the normal gravity value computed on the
 MQ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0397.degrees latitude (g = 980.6199 gals.).
 MQ0397
 MQ0397.The modeled gravity was interpolated from observed gravity values.
 MQ0397
 MQ0397;                    North         East    Units  Estimated Accuracy
 MQ0397;SPC WYWC     -   107,670.      538,140.      MT  (+/- 180 meters Scaled)
 MQ0397
 MQ0397                          SUPERSEDED SURVEY CONTROL
 MQ0397
 MQ0397.No superseded survey control is available for this station.
 MQ0397
 MQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL260917(NAD 83)
 MQ0397_MARKER: I = METAL ROD
 MQ0397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0397_SP_SET: STAINLESS STEEL ROD
 MQ0397_STAMPING: B 348 1984
 MQ0397_MARK LOGO: NGS   
 MQ0397_PROJECTION: FLUSH
 MQ0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0397_ROD/PIPE-DEPTH: 3.1  meters
 MQ0397
 MQ0397  HISTORY     - Date     Condition        Report By
 MQ0397  HISTORY     - 1984     MONUMENTED       NGS
 MQ0397
 MQ0397                          STATION DESCRIPTION
 MQ0397
 MQ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0397'7.9 KM (4.9 MI) SW FROM GREEN RIVER.
 MQ0397'7.9 KM (4.9 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0397'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0397'IN GREEN RIVER, 63.0 M (206.7 FT) NORTHWEST OF THE CENTERLINE OF THE
 MQ0397'HIGHWAY, 26.0 M (85.3 FT) SOUTHWEST OF THE EXTENDED CENTER OF A TRACK
 MQ0397'ROAD LEADING SOUTHEAST, AND 1.5 M (4.9 FT) NORTHWEST OF THE SOUTHWEST
 MQ0397'END OF A METAL FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 MQ0397'5-INCH LOGO CAP.
 MQ0397'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 MQ0397'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0250 ***********************************************************************
 PV0250  DESIGNATION -  B 35
 PV0250  PID         -  PV0250
 PV0250  STATE/COUNTY-  WY/CAMPBELL
 PV0250  USGS QUAD   -  APPEL BUTTE (1971)
 PV0250
 PV0250                         *CURRENT SURVEY CONTROL
 PV0250  ___________________________________________________________________
 PV0250* NAD 83(1986)-  44 12 19.     (N)    105 35 43.     (W)     SCALED    
 PV0250* NAVD 88     -      1473.285  (meters)    4833.60   (feet)  ADJUSTED  
 PV0250  ___________________________________________________________________
 PV0250  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 PV0250  DYNAMIC HT  -        1472.635 (meters)    4831.47  (feet)  COMP
 PV0250  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 PV0250
 PV0250  VERT ORDER  -  FIRST     CLASS II
 PV0250
 PV0250.The horizontal coordinates were scaled from a topographic map and have
 PV0250.an estimated accuracy of +/- 6 seconds.
 PV0250
 PV0250.The orthometric height was determined by differential leveling
 PV0250.and adjusted by the National Geodetic Survey in June 1991..
 PV0250
 PV0250.The geoid height was determined by GEOID03.
 PV0250
 PV0250.The dynamic height is computed by dividing the NAVD 88
 PV0250.geopotential number by the normal gravity value computed on the
 PV0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0250.degrees latitude (g = 980.6199 gals.).
 PV0250
 PV0250.The modeled gravity was interpolated from observed gravity values.
 PV0250
 PV0250;                    North         East    Units  Estimated Accuracy
 PV0250;SPC WY E     -   411,650.      165,740.      MT  (+/- 180 meters Scaled)
 PV0250
 PV0250                          SUPERSEDED SURVEY CONTROL
 PV0250
 PV0250  NGVD 29 (06/08/92) 1472.560  (m)         4831.22   (f) ADJUSTED    1 2
 PV0250
 PV0250.Superseded values are not recommended for survey control.
 PV0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0250.See file dsdata.txt to determine how the superseded data were derived.
 PV0250
 PV0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ524948(NAD 83)
 PV0250_MARKER: DB = BENCH MARK DISK
 PV0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0250_SP_SET: CONCRETE POST
 PV0250_STAMPING: B 35 1933
 PV0250_MARK LOGO: CGS   
 PV0250_PROJECTION: PROJECTING 5 CENTIMETERS
 PV0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0250+STABILITY: SURFACE MOTION
 PV0250
 PV0250  HISTORY     - Date     Condition        Report By
 PV0250  HISTORY     - 1933     MONUMENTED       CGS
 PV0250  HISTORY     - 1971     GOOD             USGS
 PV0250  HISTORY     - 1985     GOOD             NGS
 PV0250
 PV0250                          STATION DESCRIPTION
 PV0250
 PV0250'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0250'8.4 MI SW FROM GILLETTE.
 PV0250'AT THE JUNCTION OF A COUNTY ROAD LEADING WEST FROM STATE HWY.
 PV0250'0300 (4 J ROAD) 99 FT. NW OF CENTERLINE 4 J ROAD, 78 FT. SW
 PV0250'FROM CENTER LINE OF COUNTY ROAD WEST, 1 FT. SE OF ROW FENCE ON
 PV0250'NW SIDE OF 4 J ROAD.  A STD. DISK, STAMPED B 35 1933 SET IN A
 PV0250'CONCRETE POST PROJECTING 6 IN ABOVE THE GROUND.
 PV0250
 PV0250                          STATION RECOVERY (1985)
 PV0250
 PV0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0250'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  5.32 KM
 PV0250'(3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS IN
 PV0250'GILLETTE, THENCE 6.54 KM (4.06 MI) SOUTHWEST ALONG STATE HIGHWAY 50,
 PV0250'IN THE SOUTH CORNER OF THE Y JUNCTION OF LEWIS ROAD LEADING WEST,
 PV0250'0.66 KM (0.41 MI) NORTHEAST OF MILEPOST 9, 21.6 METERS (71 FT)
 PV0250'NORTHWEST OF THE HIGHWAY CENTERLINE, 20.6 METERS (67.5 FT) SOUTH OF
 PV0250'THE CENTER OF LEWIS ROAD, 12.6 METERS (41.5 FT) SOUTHWEST OF THE
 PV0250'NORTHEAST BRACED WOODEN CORNER POST FOR THE RIGHT OF WAY FENCE, 10.5
 PV0250'METERS (34.5 FT) NORTHEAST OF THE NORTHEAST END OF A WIRE GATE IN THE
 PV0250'RIGHT OF WAY FENCE AND 0.8 METER (2.5 FT) SOUTHEAST OF THE RIGHT OF
 PV0250'WAY FENCE.
 PV0250'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0250'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0368 ***********************************************************************
 PV0368  DESIGNATION -  B 353
 PV0368  PID         -  PV0368
 PV0368  STATE/COUNTY-  WY/CAMPBELL
 PV0368  USGS QUAD   -  NIPPLE BUTTE (1972)
 PV0368
 PV0368                         *CURRENT SURVEY CONTROL
 PV0368  ___________________________________________________________________
 PV0368* NAD 83(1986)-  44 58 53.     (N)    105 21 56.     (W)     SCALED    
 PV0368* NAVD 88     -      1050.065  (meters)    3445.09   (feet)  ADJUSTED  
 PV0368  ___________________________________________________________________
 PV0368  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 PV0368  DYNAMIC HT  -        1049.764 (meters)    3444.10  (feet)  COMP
 PV0368  MODELED GRAV-     980,294.5   (mgal)                       NAVD 88
 PV0368
 PV0368  VERT ORDER  -  FIRST     CLASS II
 PV0368
 PV0368.The horizontal coordinates were scaled from a topographic map and have
 PV0368.an estimated accuracy of +/- 6 seconds.
 PV0368
 PV0368.The orthometric height was determined by differential leveling
 PV0368.and adjusted by the National Geodetic Survey in June 1991..
 PV0368
 PV0368.The geoid height was determined by GEOID03.
 PV0368
 PV0368.The dynamic height is computed by dividing the NAVD 88
 PV0368.geopotential number by the normal gravity value computed on the
 PV0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0368.degrees latitude (g = 980.6199 gals.).
 PV0368
 PV0368.The modeled gravity was interpolated from observed gravity values.
 PV0368
 PV0368;                    North         East    Units  Estimated Accuracy
 PV0368;SPC WY E     -   497,820.      184,310.      MT  (+/- 180 meters Scaled)
 PV0368
 PV0368                          SUPERSEDED SURVEY CONTROL
 PV0368
 PV0368.No superseded survey control is available for this station.
 PV0368
 PV0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK711809(NAD 83)
 PV0368_MARKER: I = METAL ROD
 PV0368_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PV0368_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PV0368_STAMPING: B 353 1985
 PV0368_MARK LOGO: NGS   
 PV0368_PROJECTION: FLUSH
 PV0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0368+STABILITY: POSITION/ELEVATION WELL
 PV0368_ROD/PIPE-DEPTH: 12.2 meters
 PV0368_SLEEVE-DEPTH  : 9.7 meters
 PV0368
 PV0368  HISTORY     - Date     Condition        Report By
 PV0368  HISTORY     - 1985     MONUMENTED       NGS
 PV0368
 PV0368                          STATION DESCRIPTION
 PV0368
 PV0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0368'14.7 KM (9.15 MI) SOUTH FROM BIDDLE MONTANA.
 PV0368'14.75 KM (9.2 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0368'SCHOOL AT BIDDLE MONTANA, AT THE T JUNCTION OF DRY TRAIL CREEK ROAD,
 PV0368'2.2 KM (1.35 MI) SOUTH OF THE MONTANA-WYOMING STATE LINE, 0.35 KM
 PV0368'(0.2 MI) SOUTH OF MILEPOST 169, 29.2 METERS (96 FT) WEST OF THE
 PV0368'HIGHWAY CENTERLINE, 37.0 METERS (121.5 FT) SOUTHEAST OF A 2-INCH WELL
 PV0368'PIPE, 12.2 METERS (40 FT) NORTH OF THE EXTENDED CENTER OF THE ROAD,
 PV0368'8.5 METERS (28 FT) NORTH OF THE NORTH GATE POST FOR A WIRE GATE AND
 PV0368'1.2 METERS (4 FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 PV0368'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0368'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 PV0368'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0346 ***********************************************************************
 PV0346  DESIGNATION -  B 354
 PV0346  PID         -  PV0346
 PV0346  STATE/COUNTY-  WY/CAMPBELL
 PV0346  USGS QUAD   -  GILLETTE WEST (1971)
 PV0346
 PV0346                         *CURRENT SURVEY CONTROL
 PV0346  ___________________________________________________________________
 PV0346* NAD 83(1986)-  44 15 45.     (N)    105 30 40.     (W)     SCALED    
 PV0346* NAVD 88     -      1385.912  (meters)    4546.95   (feet)  ADJUSTED  
 PV0346  ___________________________________________________________________
 PV0346  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0346  DYNAMIC HT  -        1385.338 (meters)    4545.06  (feet)  COMP
 PV0346  MODELED GRAV-     980,155.4   (mgal)                       NAVD 88
 PV0346
 PV0346  VERT ORDER  -  FIRST     CLASS II
 PV0346
 PV0346.The horizontal coordinates were scaled from a topographic map and have
 PV0346.an estimated accuracy of +/- 6 seconds.
 PV0346
 PV0346.The orthometric height was determined by differential leveling
 PV0346.and adjusted by the National Geodetic Survey in June 1991..
 PV0346
 PV0346.The geoid height was determined by GEOID03.
 PV0346
 PV0346.The dynamic height is computed by dividing the NAVD 88
 PV0346.geopotential number by the normal gravity value computed on the
 PV0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0346.degrees latitude (g = 980.6199 gals.).
 PV0346
 PV0346.The modeled gravity was interpolated from observed gravity values.
 PV0346
 PV0346;                    North         East    Units  Estimated Accuracy
 PV0346;SPC WY E     -   417,970.      172,500.      MT  (+/- 180 meters Scaled)
 PV0346
 PV0346                          SUPERSEDED SURVEY CONTROL
 PV0346
 PV0346.No superseded survey control is available for this station.
 PV0346
 PV0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK592011(NAD 83)
 PV0346_MARKER: I = METAL ROD
 PV0346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0346_SP_SET: STAINLESS STEEL ROD
 PV0346_STAMPING: B 354 1985
 PV0346_MARK LOGO: NGS   
 PV0346_PROJECTION: PROJECTING 3 CENTIMETERS
 PV0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0346+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002
 PV0346_ROD/PIPE-DEPTH: 7.3  meters
 PV0346
 PV0346  HISTORY     - Date     Condition        Report By
 PV0346  HISTORY     - 1985     MONUMENTED       NGS
 PV0346  HISTORY     - 20021125 GOOD             INDIV
 PV0346
 PV0346                          STATION DESCRIPTION
 PV0346
 PV0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0346'2.1 KM (1.3 MI) SW FROM GILLETTE.
 PV0346'2.10 KM (1.3 MI) SOUTH ALONG FOUR J ROAD FROM THE I 90 OVERPASS AT
 PV0346'GILLETTE, IN THE SOUTH CORNER OF THE T JUNCTION OF A GRAVEL ROAD, ON
 PV0346'THE OUTSIDE AND AT THE WEST END OF A SHARP CURVE, 24.1 METERS (79 FT)
 PV0346'SOUTHEAST OF THE CENTER OF THE ROAD, 89.3 METERS (293 FT) SOUTHWEST OF
 PV0346'THE CENTER OF THE GRAVEL ROAD, 2.3 METERS (7.5 FT) SOUTHWEST OF THE
 PV0346'SOUTHWEST BRACED WOODEN POST FOR A WIRE GATE IN THE RIGHT OF WAY FENCE
 PV0346'AND 0.5 METER (1.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 PV0346'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0346'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0346'THE MARK IS 1.0 M BELOW THE ROAD.
 PV0346
 PV0346                          STATION RECOVERY (2002)
 PV0346
 PV0346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GJD)
 PV0346'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0296 ***********************************************************************
 OU0296  DESIGNATION -  B 355
 OU0296  PID         -  OU0296
 OU0296  STATE/COUNTY-  WY/CAMPBELL
 OU0296  USGS QUAD   -  PERSSON DRAW (1984)
 OU0296
 OU0296                         *CURRENT SURVEY CONTROL
 OU0296  ___________________________________________________________________
 OU0296* NAD 83(1986)-  43 56 10.     (N)    105 44 36.     (W)     SCALED    
 OU0296* NAVD 88     -      1534.044  (meters)    5032.94   (feet)  ADJUSTED  
 OU0296  ___________________________________________________________________
 OU0296  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0296  DYNAMIC HT  -        1533.269 (meters)    5030.40  (feet)  COMP
 OU0296  MODELED GRAV-     980,059.7   (mgal)                       NAVD 88
 OU0296
 OU0296  VERT ORDER  -  FIRST     CLASS II
 OU0296
 OU0296.The horizontal coordinates were scaled from a topographic map and have
 OU0296.an estimated accuracy of +/- 6 seconds.
 OU0296
 OU0296.The orthometric height was determined by differential leveling
 OU0296.and adjusted by the National Geodetic Survey in June 1991..
 OU0296
 OU0296.The geoid height was determined by GEOID03.
 OU0296
 OU0296.The dynamic height is computed by dividing the NAVD 88
 OU0296.geopotential number by the normal gravity value computed on the
 OU0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0296.degrees latitude (g = 980.6199 gals.).
 OU0296
 OU0296.The modeled gravity was interpolated from observed gravity values.
 OU0296
 OU0296;                    North         East    Units  Estimated Accuracy
 OU0296;SPC WY E     -   381,810.      153,700.      MT  (+/- 180 meters Scaled)
 OU0296
 OU0296                          SUPERSEDED SURVEY CONTROL
 OU0296
 OU0296  NGVD 29 (06/08/92) 1533.258  (m)         5030.36   (f) ADJUSTED    1 2
 OU0296
 OU0296.Superseded values are not recommended for survey control.
 OU0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0296.See file dsdata.txt to determine how the superseded data were derived.
 OU0296
 OU0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ403650(NAD 83)
 OU0296_MARKER: I = METAL ROD
 OU0296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0296_SP_SET: STAINLESS STEEL ROD
 OU0296_STAMPING: B 355 1985
 OU0296_MARK LOGO: NGS   
 OU0296_PROJECTION: FLUSH
 OU0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0296_ROD/PIPE-DEPTH: 4.9  meters
 OU0296
 OU0296  HISTORY     - Date     Condition        Report By
 OU0296  HISTORY     - 1985     MONUMENTED       NGS
 OU0296
 OU0296                          STATION DESCRIPTION
 OU0296
 OU0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0296'8.6 KM (5.35 MI) NORTH FROM SAVAGETON.
 OU0296'8.6 KM (5.3 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0296'SAVAGETON ROAD AT SAVAGETON, AT THE NORTH END OF A GATE IN THE RIGHT
 OU0296'OF WAY FENCE, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A FIELD
 OU0296'ACCESS ROAD, AT THE NORTHEAST BASE OF BLACK BUTTE, 29.9 METERS (98 FT)
 OU0296'WEST OF THE HIGHWAY CENTERLINE, 30.5 METERS (100 FT) SOUTHWEST OF
 OU0296'MILEPOST 30, 22.4 METERS (73.5 FT) NORTH OF A BURIED HIGH PRESSURE OIL
 OU0296'PIPELINE, 4.9 METERS (16 FT) NORTH OF THE CENTER OF THE ROAD AND 0.5
 OU0296'METER (1.5 FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM
 OU0296'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0296'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 OU0296'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0321 ***********************************************************************
 OU0321  DESIGNATION -  B 356
 OU0321  PID         -  OU0321
 OU0321  STATE/COUNTY-  WY/CAMPBELL
 OU0321  USGS QUAD   -  PINE TREE (1977)
 OU0321
 OU0321                         *CURRENT SURVEY CONTROL
 OU0321  ___________________________________________________________________
 OU0321* NAD 83(1986)-  43 34 39.     (N)    105 51 20.     (W)     SCALED    
 OU0321* NAVD 88     -      1652.790  (meters)    5422.53   (feet)  ADJUSTED  
 OU0321  ___________________________________________________________________
 OU0321  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0321  DYNAMIC HT  -        1651.833 (meters)    5419.39  (feet)  COMP
 OU0321  MODELED GRAV-     979,982.6   (mgal)                       NAVD 88
 OU0321
 OU0321  VERT ORDER  -  FIRST     CLASS II
 OU0321
 OU0321.The horizontal coordinates were scaled from a topographic map and have
 OU0321.an estimated accuracy of +/- 6 seconds.
 OU0321
 OU0321.The orthometric height was determined by differential leveling
 OU0321.and adjusted by the National Geodetic Survey in June 1991..
 OU0321
 OU0321.The geoid height was determined by GEOID03.
 OU0321
 OU0321.The dynamic height is computed by dividing the NAVD 88
 OU0321.geopotential number by the normal gravity value computed on the
 OU0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0321.degrees latitude (g = 980.6199 gals.).
 OU0321
 OU0321.The modeled gravity was interpolated from observed gravity values.
 OU0321
 OU0321;                    North         East    Units  Estimated Accuracy
 OU0321;SPC WY E     -   342,040.      144,360.      MT  (+/- 180 meters Scaled)
 OU0321
 OU0321                          SUPERSEDED SURVEY CONTROL
 OU0321
 OU0321  NGVD 29 (06/08/92) 1651.940  (m)         5419.74   (f) ADJUSTED    1 2
 OU0321
 OU0321.Superseded values are not recommended for survey control.
 OU0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0321.See file dsdata.txt to determine how the superseded data were derived.
 OU0321
 OU0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ309253(NAD 83)
 OU0321_MARKER: I = METAL ROD
 OU0321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0321_SP_SET: STAINLESS STEEL ROD
 OU0321_STAMPING: B 356 1985
 OU0321_MARK LOGO: NGS   
 OU0321_PROJECTION: FLUSH
 OU0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0321_ROD/PIPE-DEPTH: 4.0  meters
 OU0321
 OU0321  HISTORY     - Date     Condition        Report By
 OU0321  HISTORY     - 1985     MONUMENTED       NGS
 OU0321
 OU0321                          STATION DESCRIPTION
 OU0321
 OU0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0321'7.4 KM (4.6 MI) SW FROM PINE TREE JUNCTION.
 OU0321'7.4 KM (4.6 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM PINE TREE
 OU0321'JUNCTION, IN THE EAST CORNER OF THE JUNCTION OF A GRAVEL ROAD LEADING
 OU0321'SOUTHEAST AND NORTHWEST, AT THE NORTHEAST END OF A CUT, 0.76 KM (0.47
 OU0321'MI) SOUTHWEST OF MILEPOST 128, 31.7 METERS (104 FT) SOUTHEAST OF THE
 OU0321'HIGHWAY CENTERLINE, 8.1 METERS (26.5 FT) NORTHEAST OF THE CENTER OF
 OU0321'THE ROAD, 5.5 METERS (18 FT) NORTHEAST OF THE NORTHEAST EDGE OF A
 OU0321'STEEL CATTLE GUARD IN THE GRAVEL ROAD AND 0.3 METER (1 FT) NORTHWEST
 OU0321'OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 OU0321'A 5-INCH LOGO CAP.
 OU0321'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 OU0321'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0400 ***********************************************************************
 PV0400  DESIGNATION -  B 357
 PV0400  PID         -  PV0400
 PV0400  STATE/COUNTY-  WY/CAMPBELL
 PV0400  USGS QUAD   -  GILLETTE EAST (1971)
 PV0400
 PV0400                         *CURRENT SURVEY CONTROL
 PV0400  ___________________________________________________________________
 PV0400* NAD 83(1986)-  44 21 14.     (N)    105 29 54.     (W)     SCALED    
 PV0400* NAVD 88     -      1341.667  (meters)    4401.79   (feet)  ADJUSTED  
 PV0400  ___________________________________________________________________
 PV0400  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0400  DYNAMIC HT  -        1341.134 (meters)    4400.04  (feet)  COMP
 PV0400  MODELED GRAV-     980,173.1   (mgal)                       NAVD 88
 PV0400
 PV0400  VERT ORDER  -  FIRST     CLASS II
 PV0400
 PV0400.The horizontal coordinates were scaled from a topographic map and have
 PV0400.an estimated accuracy of +/- 6 seconds.
 PV0400
 PV0400.The orthometric height was determined by differential leveling
 PV0400.and adjusted by the National Geodetic Survey in June 1991..
 PV0400
 PV0400.The geoid height was determined by GEOID03.
 PV0400
 PV0400.The dynamic height is computed by dividing the NAVD 88
 PV0400.geopotential number by the normal gravity value computed on the
 PV0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0400.degrees latitude (g = 980.6199 gals.).
 PV0400
 PV0400.The modeled gravity was interpolated from observed gravity values.
 PV0400
 PV0400;                    North         East    Units  Estimated Accuracy
 PV0400;SPC WY E     -   428,120.      173,560.      MT  (+/- 180 meters Scaled)
 PV0400
 PV0400                          SUPERSEDED SURVEY CONTROL
 PV0400
 PV0400.No superseded survey control is available for this station.
 PV0400
 PV0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK602113(NAD 83)
 PV0400_MARKER: I = METAL ROD
 PV0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0400_SP_SET: STAINLESS STEEL ROD
 PV0400_STAMPING: B 357 1985
 PV0400_MARK LOGO: NGS   
 PV0400_PROJECTION: FLUSH
 PV0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0400_ROD/PIPE-DEPTH: 6.1  meters
 PV0400
 PV0400  HISTORY     - Date     Condition        Report By
 PV0400  HISTORY     - 1985     MONUMENTED       NGS
 PV0400
 PV0400                          STATION DESCRIPTION
 PV0400
 PV0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0400'10.7 KM (6.65 MI) NORTH FROM GILLETTE.
 PV0400'10.73 KM (6.67 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0400'GILLETTE AVENUE AT GILLETTE, AT THE EAST END OF A CUT, 2.28 KM (1.42
 PV0400'MI) EAST OF THE T JUNCTION OF STATE HIGHWAY 59 AND US HIGHWAYS 14 AND
 PV0400'16 LEADING NORTH, 0.79 KM (0.49 MI) WEST OF MILEPOST 120, 29.9 METERS
 PV0400'(98 FT) SOUTH OF THE HIGHWAY CENTERLINE, 28.0 METERS (92 FT) WEST OF
 PV0400'THE T JUNCTION OF A NORTH-SOUTH FENCE, 7.0 METERS (23 FT) WEST OF THE
 PV0400'WEST END OF A WIRE GATE IN THE RIGHT OF WAY FENCE AND 0.3 METER (1 FT)
 PV0400'NORTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PV0400'THROUGH A 5-INCH LOGO CAP.
 PV0400'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PV0400'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0376 ***********************************************************************
 PV0376  DESIGNATION -  B 358
 PV0376  PID         -  PV0376
 PV0376  STATE/COUNTY-  WY/CAMPBELL
 PV0376  USGS QUAD   -  ROCKY BUTTE SW (1972)
 PV0376
 PV0376                         *CURRENT SURVEY CONTROL
 PV0376  ___________________________________________________________________
 PV0376* NAD 83(1986)-  44 48 37.     (N)    105 22 59.     (W)     SCALED    
 PV0376* NAVD 88     -      1087.043  (meters)    3566.41   (feet)  ADJUSTED  
 PV0376  ___________________________________________________________________
 PV0376  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 PV0376  DYNAMIC HT  -        1086.701 (meters)    3565.28  (feet)  COMP
 PV0376  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 PV0376
 PV0376  VERT ORDER  -  FIRST     CLASS II
 PV0376
 PV0376.The horizontal coordinates were scaled from a topographic map and have
 PV0376.an estimated accuracy of +/- 6 seconds.
 PV0376
 PV0376.The orthometric height was determined by differential leveling
 PV0376.and adjusted by the National Geodetic Survey in June 1991..
 PV0376
 PV0376.The geoid height was determined by GEOID03.
 PV0376
 PV0376.The dynamic height is computed by dividing the NAVD 88
 PV0376.geopotential number by the normal gravity value computed on the
 PV0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0376.degrees latitude (g = 980.6199 gals.).
 PV0376
 PV0376.The modeled gravity was interpolated from observed gravity values.
 PV0376
 PV0376;                    North         East    Units  Estimated Accuracy
 PV0376;SPC WY E     -   478,810.      182,880.      MT  (+/- 180 meters Scaled)
 PV0376
 PV0376                          SUPERSEDED SURVEY CONTROL
 PV0376
 PV0376.No superseded survey control is available for this station.
 PV0376
 PV0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK697619(NAD 83)
 PV0376_MARKER: I = METAL ROD
 PV0376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0376_SP_SET: STAINLESS STEEL ROD
 PV0376_STAMPING: B 358 1985
 PV0376_MARK LOGO: NGS   
 PV0376_PROJECTION: FLUSH
 PV0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0376_ROD/PIPE-DEPTH: 5.2  meters
 PV0376
 PV0376  HISTORY     - Date     Condition        Report By
 PV0376  HISTORY     - 1985     MONUMENTED       NGS
 PV0376
 PV0376                          STATION DESCRIPTION
 PV0376
 PV0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0376'34.3 KM (21.3 MI) SOUTH FROM BIDDLE MONTANA.
 PV0376'34.30 KM (21.32 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0376'SCHOOL AT BIDDLE MONTANA, IN THE CENTER OF A DOUBLE WOODEN POST BRACE
 PV0376'IN THE RIGHT OF WAY FENCE, ON THE SOUTHWEST SLOPE OF A SHALLOW DRAW,
 PV0376'0.60 KM (0.37 MI) SOUTHWEST OF MILEPOST 157, 29.9 METERS (98 FT)
 PV0376'NORTHWEST OF THE HIGHWAY CENTERLINE, 34.1 METERS (112 FT) NORTH OF THE
 PV0376'NORTH CORNER OF A 6 BY 6 FOOT CONCRETE BOX CULVERT, 7.8 METERS
 PV0376'(25.5 FT) SOUTHWEST OF A POWER POLE AND 0.3 METER (1 FT) SOUTHEAST
 PV0376'RIGHT OF THE WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PV0376'5-INCH LOGO CAP.
 PV0376'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0376'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0174 ***********************************************************************
 PV0174  DESIGNATION -  B 36
 PV0174  PID         -  PV0174
 PV0174  STATE/COUNTY-  WY/CAMPBELL
 PV0174  USGS QUAD   -  ROCKY BUTTE SW (1972)
 PV0174
 PV0174                         *CURRENT SURVEY CONTROL
 PV0174  ___________________________________________________________________
 PV0174* NAD 83(1986)-  44 47 40.     (N)    105 23 37.     (W)     SCALED    
 PV0174* NAVD 88     -      1087.338  (meters)    3567.37   (feet)  ADJUSTED  
 PV0174  ___________________________________________________________________
 PV0174  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 PV0174  DYNAMIC HT  -        1086.995 (meters)    3566.25  (feet)  COMP
 PV0174  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 PV0174
 PV0174  VERT ORDER  -  FIRST     CLASS II
 PV0174
 PV0174.The horizontal coordinates were scaled from a topographic map and have
 PV0174.an estimated accuracy of +/- 6 seconds.
 PV0174
 PV0174.The orthometric height was determined by differential leveling
 PV0174.and adjusted by the National Geodetic Survey in June 1991..
 PV0174.WARNING-Repeat measurements at this control monument indicate possible
 PV0174.vertical movement.
 PV0174
 PV0174.The geoid height was determined by GEOID03.
 PV0174
 PV0174.The dynamic height is computed by dividing the NAVD 88
 PV0174.geopotential number by the normal gravity value computed on the
 PV0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0174.degrees latitude (g = 980.6199 gals.).
 PV0174
 PV0174.The modeled gravity was interpolated from observed gravity values.
 PV0174
 PV0174;                    North         East    Units  Estimated Accuracy
 PV0174;SPC WY E     -   477,050.      182,040.      MT  (+/- 180 meters Scaled)
 PV0174
 PV0174                          SUPERSEDED SURVEY CONTROL
 PV0174
 PV0174  NGVD 29 (??/??/92) 1086.706  (m)         3565.30   (f) ADJ UNCH    1 2
 PV0174
 PV0174.Superseded values are not recommended for survey control.
 PV0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0174.See file dsdata.txt to determine how the superseded data were derived.
 PV0174
 PV0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK688601(NAD 83)
 PV0174_MARKER: DB = BENCH MARK DISK
 PV0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0174_SP_SET: CONCRETE POST
 PV0174_STAMPING: B 36 1933
 PV0174_MARK LOGO: CGS   
 PV0174_PROJECTION: PROJECTING 5 CENTIMETERS
 PV0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0174+STABILITY: SURFACE MOTION
 PV0174
 PV0174  HISTORY     - Date     Condition        Report By
 PV0174  HISTORY     - 1933     MONUMENTED       CGS
 PV0174  HISTORY     - 1971     GOOD             USGS
 PV0174  HISTORY     - 1972     GOOD             NGS
 PV0174  HISTORY     - 1985     GOOD             NGS
 PV0174
 PV0174                          STATION DESCRIPTION
 PV0174
 PV0174'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0174'39.1 MI N FROM GILLETTE.
 PV0174'39.1 MILES NORTH OF R.R. STATION AT GILLETTE THIS BM WAS REPORTED
 PV0174'SEARCHED FOR BUT NOT FOUND IN SEC. 1953 AND ALSO BY ME IN AUGUST
 PV0174'1971.  SHORTLY AFTER REPORTING IT NOT FOUND LAST MONT I STEPPED
 PV0174'ON THE BM WHILE WALKING THROUGH THE HIGH GRASS WHICH CONCEALS
 PV0174'IT.  THE BM IS IN GOOD CONDITION AND A VALID DESCRIPTION
 PV0174'FOLLOWS-- WESTON POST OFFICE, 11.3 MI. N. OF ALONG WYOMING STATE
 PV0174'HWY. 59, 560 FT. S. OF THE T-JCT. WITH ELK CREEK ROAD, 82 FT.
 PV0174'E. OF AND 2 FT. LOWER THAN THE CENTERLINE OF THE HWY., 18 FT.
 PV0174'W. OF A FENCE LINE, 2 FT. S. OF A WITNESS POST.  A STANDARD DISK,
 PV0174'STAMPED B 36 1933 AND SET IN THE TOP OF A CONCRETE POST
 PV0174'PROJECTING 1 IN. ABOVE GROUND.
 PV0174
 PV0174                          STATION RECOVERY (1972)
 PV0174
 PV0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PV0174'RECOVERED IN GOOD CONDITION.
 PV0174
 PV0174                          STATION RECOVERY (1985)
 PV0174
 PV0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0174'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  36.24 KM
 PV0174'(22.52 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY SCHOOL IN
 PV0174'BIDDLE MONTANA, 0.17 KM (0.11 MI) SOUTH OF THE T JUNCTION OF ELK CREEK
 PV0174'ROAD, 0.78 KM (0.48 MI) NORTH OF MILEPOST 155, 24.7 METERS (81 FT)
 PV0174'EAST OF THE HIGHWAY CENTERLINE, 67.1 METERS (220 FT) NORTHEAST OF THE
 PV0174'NORTHEAST CORNER OF A 6 BY 6 FOOT CONCRETE BOX CULVERT AND 5.6 METERS
 PV0174'(18.5 FT) WEST OF THE RIGHT OF WAY FENCE.
 PV0174'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 PV0174'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0296 ***********************************************************************
 OV0296  DESIGNATION -  B 360
 OV0296  PID         -  OV0296
 OV0296  STATE/COUNTY-  WY/NATRONA
 OV0296  USGS QUAD   -  SALT CREEK (1978)
 OV0296
 OV0296                         *CURRENT SURVEY CONTROL
 OV0296  ___________________________________________________________________
 OV0296* NAD 83(1986)-  43 21 40.     (N)    106 15 49.     (W)     SCALED    
 OV0296* NAVD 88     -      1518.792  (meters)    4982.90   (feet)  ADJUSTED  
 OV0296  ___________________________________________________________________
 OV0296  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 OV0296  DYNAMIC HT  -        1517.942 (meters)    4980.11  (feet)  COMP
 OV0296  MODELED GRAV-     980,006.5   (mgal)                       NAVD 88
 OV0296
 OV0296  VERT ORDER  -  FIRST     CLASS II
 OV0296
 OV0296.The horizontal coordinates were scaled from a topographic map and have
 OV0296.an estimated accuracy of +/- 6 seconds.
 OV0296
 OV0296.The orthometric height was determined by differential leveling
 OV0296.and adjusted by the National Geodetic Survey in June 1991..
 OV0296
 OV0296.The geoid height was determined by GEOID03.
 OV0296
 OV0296.The dynamic height is computed by dividing the NAVD 88
 OV0296.geopotential number by the normal gravity value computed on the
 OV0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0296.degrees latitude (g = 980.6199 gals.).
 OV0296
 OV0296.The modeled gravity was interpolated from observed gravity values.
 OV0296
 OV0296;                    North         East    Units  Estimated Accuracy
 OV0296;SPC WYEC     -   418,330.      486,710.      MT  (+/- 180 meters Scaled)
 OV0296
 OV0296                          SUPERSEDED SURVEY CONTROL
 OV0296
 OV0296  NGVD 29 (06/08/92) 1517.978  (m)         4980.23   (f) ADJUSTED    1 2
 OV0296
 OV0296.Superseded values are not recommended for survey control.
 OV0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0296.See file dsdata.txt to determine how the superseded data were derived.
 OV0296
 OV0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ976016(NAD 83)
 OV0296_MARKER: I = METAL ROD
 OV0296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0296_SP_SET: STAINLESS STEEL ROD
 OV0296_STAMPING: B 360 1985
 OV0296_MARK LOGO: NGS   
 OV0296_PROJECTION: FLUSH
 OV0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0296_ROD/PIPE-DEPTH: 5.8  meters
 OV0296
 OV0296  HISTORY     - Date     Condition        Report By
 OV0296  HISTORY     - 1985     MONUMENTED       NGS
 OV0296
 OV0296                          STATION DESCRIPTION
 OV0296
 OV0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0296'5.5 KM (3.4 MI) SOUTH FROM MIDWEST.
 OV0296'5.49 KM (3.41 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0296'STATE HIGHWAY 387 AT MIDWEST, ON THE SOUTH SIDE OF A DEEP RAVINE, IN
 OV0296'THE SOUTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD, 1.08 KM (0.67 MI)
 OV0296'SOUTH OF THE RIM ROCK BAR, 0.33 KM (0.21 MI) SOUTH OF MILEPOST 25,
 OV0296'44.5 METERS (146 FT) WEST OF THE HIGHWAY CENTERLINE, 64.0 METERS (210
 OV0296'FT) NORTH OF THE NORTH END OF A WIRE GATE IN THE RIGHT OF WAY FENCE,
 OV0296'26.2 METERS (86 FT) SOUTH OF THE CENTER OF THE ROAD AND 0.3 METER (1
 OV0296'FT) EAST OF THE RIGHT OF WAY FENCE.
 OV0296'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OV0296'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0432 ***********************************************************************
 PV0432  DESIGNATION -  B 361
 PV0432  PID         -  PV0432
 PV0432  STATE/COUNTY-  WY/WESTON
 PV0432  USGS QUAD   -  THORNTON (1984)
 PV0432
 PV0432                         *CURRENT SURVEY CONTROL
 PV0432  ___________________________________________________________________
 PV0432* NAD 83(1986)-  44 08 40.     (N)    104 42 06.     (W)     SCALED    
 PV0432* NAVD 88     -      1339.255  (meters)    4393.87   (feet)  ADJUSTED  
 PV0432  ___________________________________________________________________
 PV0432  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 PV0432  DYNAMIC HT  -        1338.715 (meters)    4392.10  (feet)  COMP
 PV0432  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 PV0432
 PV0432  VERT ORDER  -  FIRST     CLASS II
 PV0432
 PV0432.The horizontal coordinates were scaled from a topographic map and have
 PV0432.an estimated accuracy of +/- 6 seconds.
 PV0432
 PV0432.The orthometric height was determined by differential leveling
 PV0432.and adjusted by the National Geodetic Survey in June 1991..
 PV0432
 PV0432.The geoid height was determined by GEOID03.
 PV0432
 PV0432.The dynamic height is computed by dividing the NAVD 88
 PV0432.geopotential number by the normal gravity value computed on the
 PV0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0432.degrees latitude (g = 980.6199 gals.).
 PV0432
 PV0432.The modeled gravity was interpolated from observed gravity values.
 PV0432
 PV0432;                    North         East    Units  Estimated Accuracy
 PV0432;SPC WY E     -   404,900.      237,200.      MT  (+/- 180 meters Scaled)
 PV0432
 PV0432                          SUPERSEDED SURVEY CONTROL
 PV0432
 PV0432.No superseded survey control is available for this station.
 PV0432
 PV0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ238879(NAD 83)
 PV0432_MARKER: I = METAL ROD
 PV0432_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0432+WITH SETTING: INFORMATION.
 PV0432_SP_SET: SHALLOW-SET METAL ROD
 PV0432_STAMPING: B 361 1985
 PV0432_MARK LOGO: NGS   
 PV0432_PROJECTION: FLUSH
 PV0432_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PV0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0432_ROD/PIPE-DEPTH: 1.2  meters
 PV0432
 PV0432  HISTORY     - Date     Condition        Report By
 PV0432  HISTORY     - 1985     MONUMENTED       NGS
 PV0432  HISTORY     - 19991025 GOOD             WYDT
 PV0432
 PV0432                          STATION DESCRIPTION
 PV0432
 PV0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0432'7.9 KM (4.9 MI) NW FROM UPTON.
 PV0432'7.9 KM (4.95 MI) NORTHWEST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0432'UPTON, 0.2 KM (0.13 MI) NORTHWEST OF THE NORTHWEST END OF A SLIGHT
 PV0432'CURVE, 29.6 METERS (97 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 39.3
 PV0432'METERS (129 FT) SOUTH OF MILEPOST 15, AND 0.3 METER (1 FT) NORTHEAST
 PV0432'OF A RIGHT-OF-WAY FENCE.  ROD SET TO 4-FOOT ANCHORED REFUSAL.
 PV0432'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0432'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PV0432'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PV0432
 PV0432                          STATION RECOVERY (1999)
 PV0432
 PV0432'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (RDR)
 PV0432'FOUND AS DESCRIBED WITH THIS CORRECTION- MILEPOSTS IN THE DESCRIPTION
 PV0432'IS IN THE 200 SERIES.  POINT AT HIGHWAY MILEPOST 214.9.  LATITUDE AND
 PV0432'LONGITUDE ARE FROM A HAND HELD GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0339 ***********************************************************************
 OU0339  DESIGNATION -  B 362
 OU0339  PID         -  OU0339
 OU0339  STATE/COUNTY-  WY/WESTON
 OU0339  USGS QUAD   -  NEWCASTLE (1979)
 OU0339
 OU0339                         *CURRENT SURVEY CONTROL
 OU0339  ___________________________________________________________________
 OU0339* NAD 83(1986)-  43 51 36.     (N)    104 11 36.     (W)     SCALED    
 OU0339* NAVD 88     -      1390.448  (meters)    4561.83   (feet)  ADJUSTED  
 OU0339  ___________________________________________________________________
 OU0339  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 OU0339  DYNAMIC HT  -        1389.819 (meters)    4559.76  (feet)  COMP
 OU0339  MODELED GRAV-     980,117.7   (mgal)                       NAVD 88
 OU0339
 OU0339  VERT ORDER  -  FIRST     CLASS II
 OU0339
 OU0339.The horizontal coordinates were scaled from a topographic map and have
 OU0339.an estimated accuracy of +/- 6 seconds.
 OU0339
 OU0339.The orthometric height was determined by differential leveling
 OU0339.and adjusted by the National Geodetic Survey in June 1991..
 OU0339
 OU0339.The geoid height was determined by GEOID03.
 OU0339
 OU0339.The dynamic height is computed by dividing the NAVD 88
 OU0339.geopotential number by the normal gravity value computed on the
 OU0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0339.degrees latitude (g = 980.6199 gals.).
 OU0339
 OU0339.The modeled gravity was interpolated from observed gravity values.
 OU0339
 OU0339;                    North         East    Units  Estimated Accuracy
 OU0339;SPC WY E     -   373,660.      278,250.      MT  (+/- 180 meters Scaled)
 OU0339
 OU0339                          SUPERSEDED SURVEY CONTROL
 OU0339
 OU0339.No superseded survey control is available for this station.
 OU0339
 OU0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ648566(NAD 83)
 OU0339_MARKER: DB = BENCH MARK DISK
 OU0339_SETTING: 66 = SET IN ROCK OUTCROP
 OU0339_SP_SET: SANDSTONE OUTCROP
 OU0339_STAMPING: B 362 1985
 OU0339_MARK LOGO: NGS   
 OU0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0339+STABILITY: POSITION/ELEVATION WELL
 OU0339
 OU0339  HISTORY     - Date     Condition        Report By
 OU0339  HISTORY     - 1985     MONUMENTED       NGS
 OU0339
 OU0339                          STATION DESCRIPTION
 OU0339
 OU0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0339'1.9 KM (1.2 MI) NORTH FROM NEWCASTLE.
 OU0339'1.95 KM (1.2 MI) NORTH ALONG US HIGHWAY 85 FROM THE BRIDGE OVER THE
 OU0339'BURLINGTON NORTHERN RAILROAD AT NEWCASTLE, IN TOP OF AND 0.9 METER (3
 OU0339'FT) NORTHWEST OF THE SOUTHEAST END OF A 8- BY 15-FOOT PORTION OF
 OU0339'SANDSTONE OUTCROP IN A CUT, 0.38 KM (0.23 MI) NORTHWEST OF MILEPOST
 OU0339'230, 0.23 KM (0.15 MI) SOUTHEAST OF THE CITY WATER TANK, 15.2 METERS
 OU0339'(50 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 113.5 METERS (372.5 FT)
 OU0339'SOUTHEAST OF THE CENTER OF OLD US HIGHWAY 85 LEADING NORTH, 38.8
 OU0339'METERS (127.5 FT) NORTHWEST OF THE NORTHEAST END OF A 24-INCH PIPE
 OU0339'CULVERT AND 1.8 METERS (6 FT) NORTHEAST OF THE SOUTHWEST AND BOTTOM
 OU0339'EDGE OF THE ROCK.
 OU0339'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OU0339'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0293 ***********************************************************************
 OV0293  DESIGNATION -  B 364
 OV0293  PID         -  OV0293
 OV0293  STATE/COUNTY-  WY/NATRONA
 OV0293  USGS QUAD   -  MIDWEST (1978)
 OV0293
 OV0293                         *CURRENT SURVEY CONTROL
 OV0293  ___________________________________________________________________
 OV0293* NAD 83(1986)-  43 25 55.     (N)    106 16 26.     (W)     SCALED    
 OV0293* NAVD 88     -      1484.676  (meters)    4870.97   (feet)  ADJUSTED  
 OV0293  ___________________________________________________________________
 OV0293  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 OV0293  DYNAMIC HT  -        1483.868 (meters)    4868.32  (feet)  COMP
 OV0293  MODELED GRAV-     980,023.1   (mgal)                       NAVD 88
 OV0293
 OV0293  VERT ORDER  -  FIRST     CLASS II
 OV0293
 OV0293.The horizontal coordinates were scaled from a topographic map and have
 OV0293.an estimated accuracy of +/- 6 seconds.
 OV0293
 OV0293.The orthometric height was determined by differential leveling
 OV0293.and adjusted by the National Geodetic Survey in June 1991..
 OV0293
 OV0293.The geoid height was determined by GEOID03.
 OV0293
 OV0293.The dynamic height is computed by dividing the NAVD 88
 OV0293.geopotential number by the normal gravity value computed on the
 OV0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0293.degrees latitude (g = 980.6199 gals.).
 OV0293
 OV0293.The modeled gravity was interpolated from observed gravity values.
 OV0293
 OV0293;                    North         East    Units  Estimated Accuracy
 OV0293;SPC WYEC     -   426,180.      485,780.      MT  (+/- 180 meters Scaled)
 OV0293
 OV0293                          SUPERSEDED SURVEY CONTROL
 OV0293
 OV0293  NGVD 29 (06/08/92) 1483.883  (m)         4868.37   (f) ADJUSTED    1 2
 OV0293
 OV0293.Superseded values are not recommended for survey control.
 OV0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0293.See file dsdata.txt to determine how the superseded data were derived.
 OV0293
 OV0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ968095(NAD 83)
 OV0293_MARKER: I = METAL ROD
 OV0293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0293_SP_SET: STAINLESS STEEL ROD
 OV0293_STAMPING: B 364 1985
 OV0293_MARK LOGO: NGS   
 OV0293_PROJECTION: FLUSH
 OV0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0293_ROD/PIPE-DEPTH: 7.9  meters
 OV0293
 OV0293  HISTORY     - Date     Condition        Report By
 OV0293  HISTORY     - 1985     MONUMENTED       NGS
 OV0293
 OV0293                          STATION DESCRIPTION
 OV0293
 OV0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0293'2.7 KM (1.7 MI) NORTH FROM MIDWEST.
 OV0293'1.06 KM (0.66 MI) NORTH ALONG STATE HIGHWAY 387 FROM THE JUNCTION OF
 OV0293'STATE HIGHWAY 259 AT MIDWEST, THENCE 1.64 KM (1.02 MI) NORTH ALONG
 OV0293'COUNTY ROAD 116, IN THE SOUTHWEST CORNER OF THE Y JUNCTION OF A GRAVEL
 OV0293'ROAD LEADING NORTHWEST TO A 30 BY 40 FOOT METAL BUILDING, 0.10 KM
 OV0293'(0.06 MI) SOUTH OF A RAVINE CROSSING, 19.2 METERS (63 FT) WEST OF THE
 OV0293'CENTER OF THE ROAD, 65.5 METERS (215 FT) SOUTHEAST OF THE SOUTHEAST
 OV0293'CORNER OF THE BUILDING, 4.9 METERS (16 FT) SOUTHWEST OF THE CENTER OF
 OV0293'THE GRAVEL ROAD AND 1.1 METERS (3.7 FT) SOUTH OF A POWER POLE.
 OV0293'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OV0293'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0911 ***********************************************************************
 PY0911  DESIGNATION -  B 365
 PY0911  PID         -  PY0911
 PY0911  STATE/COUNTY-  WY/PARK
 PY0911  USGS QUAD   -  BEACH LAKE (1986)
 PY0911
 PY0911                         *CURRENT SURVEY CONTROL
 PY0911  ___________________________________________________________________
 PY0911* NAD 83(1986)-  44 36 30.     (N)    110 37 29.     (W)     SCALED    
 PY0911* NAVD 88     -      2521.328  (meters)    8272.06   (feet)  ADJUSTED  
 PY0911  ___________________________________________________________________
 PY0911  GEOID HEIGHT-          -8.71  (meters)                     GEOID03
 PY0911  DYNAMIC HT  -        2519.632 (meters)    8266.49  (feet)  COMP
 PY0911  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 PY0911
 PY0911  VERT ORDER  -  FIRST     CLASS II
 PY0911
 PY0911.The horizontal coordinates were scaled from a topographic map and have
 PY0911.an estimated accuracy of +/- 6 seconds.
 PY0911
 PY0911.The orthometric height was determined by differential leveling
 PY0911.and adjusted by the National Geodetic Survey in June 1991..
 PY0911
 PY0911.The geoid height was determined by GEOID03.
 PY0911
 PY0911.The dynamic height is computed by dividing the NAVD 88
 PY0911.geopotential number by the normal gravity value computed on the
 PY0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0911.degrees latitude (g = 980.6199 gals.).
 PY0911
 PY0911.The modeled gravity was interpolated from observed gravity values.
 PY0911
 PY0911;                    North         East    Units  Estimated Accuracy
 PY0911;SPC WYWC     -   458,050.      451,190.      MT  (+/- 180 meters Scaled)
 PY0911
 PY0911                          SUPERSEDED SURVEY CONTROL
 PY0911
 PY0911  NGVD 29 (08/20/92) 2519.921  (m)         8267.44   (f) ADJUSTED    1 2
 PY0911
 PY0911.Superseded values are not recommended for survey control.
 PY0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0911.See file dsdata.txt to determine how the superseded data were derived.
 PY0911
 PY0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ297395(NAD 83)
 PY0911_MARKER: DB = BENCH MARK DISK
 PY0911_SETTING: 80 = SET IN A BOULDER
 PY0911_SP_SET: BOULDER
 PY0911_STAMPING: B 365 1987
 PY0911_MARK LOGO: NGS   
 PY0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0911
 PY0911  HISTORY     - Date     Condition        Report By
 PY0911  HISTORY     - 1987     MONUMENTED       NGS
 PY0911
 PY0911                          STATION DESCRIPTION
 PY0911
 PY0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0911'26.6 KM (16.55 MI) SW FROM CANYON JUNCTION.
 PY0911'10.9 KM (6.75 MI) SOUTH ALONG THE MAIN ROAD FROM CANYON JUNCTION,
 PY0911'THENCE 13.9 KM (8.65 MI) WESTERLY ALONG TROUT CREEK TRAIL (OLD FIRE
 PY0911'ROAD TO MARY LAKE), THENCE 1.8 KM (1.10 MI) SOUTHWEST ALONG MARY
 PY0911'MOUNTAIN TRAIL, CEMENTED IN A DRILL HOLE IN THE TOP OF A 1-1/2 FOOT
 PY0911'EXPOSED AREA OF AN IMBEDDED BOULDER WHICH PROJECTS 4-INCHES, AT THE
 PY0911'HIGHEST POINT OF A RIDGE AND IN A SMALL FIELD OF IMBEDDED BOULDERS,
 PY0911'12.2 M (40.0 FT) SOUTHEAST OF THE TRAIL CENTER, AND 6.7 M (22.0 FT)
 PY0911'NORTHWEST OF A 16-INCH LEANING PINE TREE.
 PY0911'THE MARK IS 0.5 M ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0980 ***********************************************************************
 PY0980  DESIGNATION -  B 366
 PY0980  PID         -  PY0980
 PY0980  STATE/COUNTY-  WY/PARK
 PY0980  USGS QUAD   -  TOWER JUNCTION (1986)
 PY0980
 PY0980                         *CURRENT SURVEY CONTROL
 PY0980  ___________________________________________________________________
 PY0980* NAD 83(1986)-  44 54 19.     (N)    110 24 00.     (W)     SCALED    
 PY0980* NAVD 88     -      1952.140  (meters)    6404.65   (feet)  ADJUSTED  
 PY0980  ___________________________________________________________________
 PY0980  GEOID HEIGHT-          -8.42  (meters)                     GEOID03
 PY0980  DYNAMIC HT  -        1951.077 (meters)    6401.16  (feet)  COMP
 PY0980  MODELED GRAV-     980,003.3   (mgal)                       NAVD 88
 PY0980
 PY0980  VERT ORDER  -  FIRST     CLASS II
 PY0980
 PY0980.The horizontal coordinates were scaled from a topographic map and have
 PY0980.an estimated accuracy of +/- 6 seconds.
 PY0980
 PY0980.The orthometric height was determined by differential leveling
 PY0980.and adjusted by the National Geodetic Survey in June 1991..
 PY0980
 PY0980.The geoid height was determined by GEOID03.
 PY0980
 PY0980.The dynamic height is computed by dividing the NAVD 88
 PY0980.geopotential number by the normal gravity value computed on the
 PY0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0980.degrees latitude (g = 980.6199 gals.).
 PY0980
 PY0980.The modeled gravity was interpolated from observed gravity values.
 PY0980
 PY0980;                    North         East    Units  Estimated Accuracy
 PY0980;SPC WYWC     -   490,660.      469,700.      MT  (+/- 180 meters Scaled)
 PY0980
 PY0980                          SUPERSEDED SURVEY CONTROL
 PY0980
 PY0980  NGVD 29 (08/20/92) 1950.889  (m)         6400.54   (f) ADJUSTED    1 2
 PY0980
 PY0980.Superseded values are not recommended for survey control.
 PY0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0980.See file dsdata.txt to determine how the superseded data were derived.
 PY0980
 PY0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ473726(NAD 83)
 PY0980_MARKER: DB = BENCH MARK DISK
 PY0980_SETTING: 66 = SET IN ROCK OUTCROP
 PY0980_SP_SET: BEDROCK
 PY0980_STAMPING: B 366 1987
 PY0980_MARK LOGO: NGS   
 PY0980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0980+STABILITY: POSITION/ELEVATION WELL
 PY0980
 PY0980  HISTORY     - Date     Condition        Report By
 PY0980  HISTORY     - 1987     MONUMENTED       NGS
 PY0980
 PY0980                          STATION DESCRIPTION
 PY0980
 PY0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0980'2.1 KM (1.30 MI) SOUTH FROM TOWER JUNCTION.
 PY0980'2.1 KM (1.30 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0980'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE SOUTHEAST
 PY0980'END OF A 10 BY 15 FOOT ROCK LEDGE, 4.6 M (15.1 FT) SOUTHWEST OF THE
 PY0980'CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT) NORTHWEST OF THE
 PY0980'SOUTHEAST END OF THE LEDGE.
 PY0980'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0960 ***********************************************************************
 PY0960  DESIGNATION -  B 367
 PY0960  PID         -  PY0960
 PY0960  STATE/COUNTY-  WY/PARK
 PY0960  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0960
 PY0960                         *CURRENT SURVEY CONTROL
 PY0960  ___________________________________________________________________
 PY0960* NAD 83(1986)-  44 42 33.     (N)    110 37 12.     (W)     SCALED    
 PY0960* NAVD 88     -      2419.635  (meters)    7938.42   (feet)  ADJUSTED  
 PY0960  ___________________________________________________________________
 PY0960  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0960  DYNAMIC HT  -        2418.106 (meters)    7933.40  (feet)  COMP
 PY0960  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 PY0960
 PY0960  VERT ORDER  -  FIRST     CLASS II
 PY0960
 PY0960.The horizontal coordinates were scaled from a topographic map and have
 PY0960.an estimated accuracy of +/- 6 seconds.
 PY0960
 PY0960.The orthometric height was determined by differential leveling
 PY0960.and adjusted by the National Geodetic Survey in June 1991..
 PY0960
 PY0960.The geoid height was determined by GEOID03.
 PY0960
 PY0960.The dynamic height is computed by dividing the NAVD 88
 PY0960.geopotential number by the normal gravity value computed on the
 PY0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0960.degrees latitude (g = 980.6199 gals.).
 PY0960
 PY0960.The modeled gravity was interpolated from observed gravity values.
 PY0960
 PY0960;                    North         East    Units  Estimated Accuracy
 PY0960;SPC WYWC     -   469,250.      451,820.      MT  (+/- 180 meters Scaled)
 PY0960
 PY0960                          SUPERSEDED SURVEY CONTROL
 PY0960
 PY0960  NGVD 29 (08/20/92) 2418.282  (m)         7933.98   (f) ADJUSTED    1 2
 PY0960
 PY0960.Superseded values are not recommended for survey control.
 PY0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0960.See file dsdata.txt to determine how the superseded data were derived.
 PY0960
 PY0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ301507(NAD 83)
 PY0960_MARKER: DB = BENCH MARK DISK
 PY0960_SETTING: 66 = SET IN ROCK OUTCROP
 PY0960_SP_SET: BEDROCK
 PY0960_STAMPING: B 367 1987
 PY0960_MARK LOGO: NGS   
 PY0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0960+STABILITY: POSITION/ELEVATION WELL
 PY0960
 PY0960  HISTORY     - Date     Condition        Report By
 PY0960  HISTORY     - 1987     MONUMENTED       NGS
 PY0960
 PY0960                          STATION DESCRIPTION
 PY0960
 PY0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0960'7.2 KM (4.45 MI) EAST FROM NORRIS JUNCTION.
 PY0960'7.2 KM (4.45 MI) EASTERLY ALONG CANYON VILLAGE HIGHWAY FROM THE
 PY0960'MUSEUM IN NORRIS JUNCTION, NEAR THE CENTER OF A LAVA OUTCROP IN A DRY
 PY0960'WASH, 7.5 M (24.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 PY0960'1.4 M (4.6 FT) SOUTHWEST OF THE EAST END OF THE HEADWALL OF A
 PY0960'CONCRETE CULVERT.
 PY0960'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0944 ***********************************************************************
 PY0944  DESIGNATION -  B 368
 PY0944  PID         -  PY0944
 PY0944  STATE/COUNTY-  WY/TETON
 PY0944  USGS QUAD   -  LAKE (1986)
 PY0944
 PY0944                         *CURRENT SURVEY CONTROL
 PY0944  ___________________________________________________________________
 PY0944* NAD 83(1986)-  44 32 02.     (N)    110 25 56.     (W)     SCALED    
 PY0944* NAVD 88     -      2365.075  (meters)    7759.42   (feet)  ADJUSTED  
 PY0944  ___________________________________________________________________
 PY0944  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0944  DYNAMIC HT  -        2363.506 (meters)    7754.27  (feet)  COMP
 PY0944  MODELED GRAV-     979,869.3   (mgal)                       NAVD 88
 PY0944
 PY0944  VERT ORDER  -  FIRST     CLASS II
 PY0944
 PY0944.The horizontal coordinates were scaled from a topographic map and have
 PY0944.an estimated accuracy of +/- 6 seconds.
 PY0944
 PY0944.The orthometric height was determined by differential leveling
 PY0944.and adjusted by the National Geodetic Survey in June 1991..
 PY0944
 PY0944.The geoid height was determined by GEOID03.
 PY0944
 PY0944.The dynamic height is computed by dividing the NAVD 88
 PY0944.geopotential number by the normal gravity value computed on the
 PY0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0944.degrees latitude (g = 980.6199 gals.).
 PY0944
 PY0944.The modeled gravity was interpolated from observed gravity values.
 PY0944
 PY0944;                    North         East    Units  Estimated Accuracy
 PY0944;SPC WY W     -   548,130.      772,270.      MT  (+/- 180 meters Scaled)
 PY0944
 PY0944                          SUPERSEDED SURVEY CONTROL
 PY0944
 PY0944  NGVD 29 (08/20/92) 2363.698  (m)         7754.90   (f) ADJUSTED    1 2
 PY0944
 PY0944.Superseded values are not recommended for survey control.
 PY0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0944.See file dsdata.txt to determine how the superseded data were derived.
 PY0944
 PY0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ451313(NAD 83)
 PY0944_MARKER: I = METAL ROD
 PY0944_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0944_SP_SET: STAINLESS STEEL ROD
 PY0944_STAMPING: B 368 1987
 PY0944_MARK LOGO: NGS   
 PY0944_PROJECTION: FLUSH
 PY0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0944_ROD/PIPE-DEPTH: 4.9  meters
 PY0944
 PY0944  HISTORY     - Date     Condition        Report By
 PY0944  HISTORY     - 1987     MONUMENTED       NGS
 PY0944
 PY0944                          STATION DESCRIPTION
 PY0944
 PY0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0944'2.9 KM (1.80 MI) SW FROM LAKE VILLAGE.
 PY0944'2.6 KM (1.80 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE
 PY0944'JUNCTION OF LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, THENCE 0.3 KM
 PY0944'(0.20 MI) SOUTH ALONG A PAVED ROAD, 27.0 M (88.6 FT) WEST OF THE
 PY0944'EXTENDED CENTER OF THE ROAD, 23.7 M (77.8 FT) NORTH-NORTHEAST OF THE
 PY0944'NORTHEAST CORNER OF A SMALL BLOCK BUILDING, 3.4 M (11.2 FT) WEST OF
 PY0944'THE CENTER OF A GRAVELED ROAD, AND 1.3 M (4.3 FT) SOUTHWEST OF A GATE
 PY0944'POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0944'THE MARK IS ABOVE LEVEL WITH THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0810 ***********************************************************************
 PY0810  DESIGNATION -  B 369
 PY0810  PID         -  PY0810
 PY0810  STATE/COUNTY-  WY/TETON
 PY0810  USGS QUAD   -  LEWIS FALLS (1986)
 PY0810
 PY0810                         *CURRENT SURVEY CONTROL
 PY0810  ___________________________________________________________________
 PY0810* NAD 83(1986)-  44 16 59.     (N)    110 37 34.     (W)     SCALED    
 PY0810* NAVD 88     -      2381.253  (meters)    7812.49   (feet)  ADJUSTED  
 PY0810  ___________________________________________________________________
 PY0810  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0810  DYNAMIC HT  -        2379.658 (meters)    7807.26  (feet)  COMP
 PY0810  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 PY0810
 PY0810  VERT ORDER  -  FIRST     CLASS II
 PY0810
 PY0810.The horizontal coordinates were scaled from a topographic map and have
 PY0810.an estimated accuracy of +/- 6 seconds.
 PY0810
 PY0810.The orthometric height was determined by differential leveling
 PY0810.and adjusted by the National Geodetic Survey in June 1991..
 PY0810
 PY0810.The geoid height was determined by GEOID03.
 PY0810
 PY0810.The dynamic height is computed by dividing the NAVD 88
 PY0810.geopotential number by the normal gravity value computed on the
 PY0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0810.degrees latitude (g = 980.6199 gals.).
 PY0810
 PY0810.The modeled gravity was interpolated from observed gravity values.
 PY0810
 PY0810;                    North         East    Units  Estimated Accuracy
 PY0810;SPC WY W     -   520,340.      756,680.      MT  (+/- 180 meters Scaled)
 PY0810
 PY0810                          SUPERSEDED SURVEY CONTROL
 PY0810
 PY0810  NGVD 29 (08/20/92) 2379.898  (m)         7808.05   (f) ADJUSTED    1 2
 PY0810
 PY0810.Superseded values are not recommended for survey control.
 PY0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0810.See file dsdata.txt to determine how the superseded data were derived.
 PY0810
 PY0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ298033(NAD 83)
 PY0810_MARKER: DB = BENCH MARK DISK
 PY0810_SETTING: 66 = SET IN ROCK OUTCROP
 PY0810_SP_SET: BEDROCK
 PY0810_STAMPING: B 369 1987
 PY0810_MARK LOGO: NGS   
 PY0810_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0810+STABILITY: POSITION/ELEVATION WELL
 PY0810
 PY0810  HISTORY     - Date     Condition        Report By
 PY0810  HISTORY     - 1987     MONUMENTED       NGS
 PY0810
 PY0810                          STATION DESCRIPTION
 PY0810
 PY0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0810'15.3 KM (9.50 MI) SOUTH FROM GRANT VILLAGE.
 PY0810'15.3 KM (9.50 MI) SOUTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0810'JUNCTION OF GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, IN A LARGE
 PY0810'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 25.5 M (83.7 FT) SOUTHEAST
 PY0810'OF THE EXTENDED CENTER OF A ROAD LEADING WEST TO LEWIS LAKE
 PY0810'CAMPGROUND, 20.0 M (65.6 FT) NORTHWEST OF A SIGN (LEWIS LAKE
 PY0810'CAMPGROUND), AND 5.8 M (19.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 PY0810'HIGHWAY.
 PY0810'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0285 ***********************************************************************
 PW0285  DESIGNATION -  B 37
 PW0285  PID         -  PW0285
 PW0285  STATE/COUNTY-  WY/WASHAKIE
 PW0285  USGS QUAD   -  TEN SLEEP (1976)
 PW0285
 PW0285                         *CURRENT SURVEY CONTROL
 PW0285  ___________________________________________________________________
 PW0285* NAD 83(1986)-  44 03 17.     (N)    107 23 21.     (W)     SCALED    
 PW0285* NAVD 88     -      1422.683  (meters)    4667.59   (feet)  ADJUSTED  
 PW0285  ___________________________________________________________________
 PW0285  GEOID HEIGHT-         -10.35  (meters)                     GEOID03
 PW0285  DYNAMIC HT  -        1422.019 (meters)    4665.41  (feet)  COMP
 PW0285  MODELED GRAV-     980,102.5   (mgal)                       NAVD 88
 PW0285
 PW0285  VERT ORDER  -  FIRST     CLASS II
 PW0285
 PW0285.The horizontal coordinates were scaled from a topographic map and have
 PW0285.an estimated accuracy of +/- 6 seconds.
 PW0285
 PW0285.The orthometric height was determined by differential leveling
 PW0285.and adjusted by the National Geodetic Survey in June 1991..
 PW0285
 PW0285.The geoid height was determined by GEOID03.
 PW0285
 PW0285.The dynamic height is computed by dividing the NAVD 88
 PW0285.geopotential number by the normal gravity value computed on the
 PW0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0285.degrees latitude (g = 980.6199 gals.).
 PW0285
 PW0285.The modeled gravity was interpolated from observed gravity values.
 PW0285
 PW0285;                    North         East    Units  Estimated Accuracy
 PW0285;SPC WYEC     -   494,830.      395,530.      MT  (+/- 180 meters Scaled)
 PW0285
 PW0285                          SUPERSEDED SURVEY CONTROL
 PW0285
 PW0285  NGVD 29 (??/??/92) 1421.899  (m)         4665.01   (f) ADJ UNCH    1 2
 PW0285
 PW0285.Superseded values are not recommended for survey control.
 PW0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0285.See file dsdata.txt to determine how the superseded data were derived.
 PW0285
 PW0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ086807(NAD 83)
 PW0285_MARKER: DB = BENCH MARK DISK
 PW0285_SETTING: 66 = SET IN ROCK OUTCROP
 PW0285_SP_SET: MASSIVE OUTCROP
 PW0285_STAMPING: B 37 1934
 PW0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0285+STABILITY: POSITION/ELEVATION WELL
 PW0285
 PW0285  HISTORY     - Date     Condition        Report By
 PW0285  HISTORY     - 1934     MONUMENTED       CGS
 PW0285  HISTORY     - 1966     GOOD             NGS
 PW0285
 PW0285                          STATION DESCRIPTION
 PW0285
 PW0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0285'3.75 MI NE FROM TEN SLEEP.
 PW0285'3.75 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE AT TEN
 PW0285'SLEEP, 0.2 MILE NORTHEAST OF THE JUNCTION OF A GRAVELED ROAD
 PW0285'SOUTHEAST, ON THE OUTSIDE OF A CURVE, SET VERTICALLY IN THE NORTHWEST
 PW0285'FACE OF A MASSIVE OUTCROP, 43 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PW0285'HIGHWAY, 64 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE NORTHEAST END
 PW0285'OF A METAL GUARDRAIL WHICH IS ON THE WEST SIDE OF THE HIGHWAY, ABOUT 2
 PW0285'FEET ABOVE THE GROUND, AND ABOUT 5 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0622 ***********************************************************************
 PV0622  DESIGNATION -  B 370
 PV0622  PID         -  PV0622
 PV0622  STATE/COUNTY-  WY/CROOK
 PV0622  USGS QUAD   -  SCHOOLMARM BUTTE (1984)
 PV0622
 PV0622                         *CURRENT SURVEY CONTROL
 PV0622  ___________________________________________________________________
 PV0622* NAD 83(1986)-  44 32 17.     (N)    104 08 41.     (W)     SCALED    
 PV0622* NAVD 88     -      1152.945  (meters)    3782.62   (feet)  ADJUSTED  
 PV0622  ___________________________________________________________________
 PV0622  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 PV0622  DYNAMIC HT  -        1152.570 (meters)    3781.39  (feet)  COMP
 PV0622  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 PV0622
 PV0622  VERT ORDER  -  FIRST     CLASS II
 PV0622
 PV0622.The horizontal coordinates were scaled from a topographic map and have
 PV0622.an estimated accuracy of +/- 6 seconds.
 PV0622
 PV0622.The orthometric height was determined by differential leveling
 PV0622.and adjusted by the National Geodetic Survey in September 1993..
 PV0622
 PV0622.The geoid height was determined by GEOID03.
 PV0622
 PV0622.The dynamic height is computed by dividing the NAVD 88
 PV0622.geopotential number by the normal gravity value computed on the
 PV0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0622.degrees latitude (g = 980.6199 gals.).
 PV0622
 PV0622.The modeled gravity was interpolated from observed gravity values.
 PV0622
 PV0622;                    North         East    Units  Estimated Accuracy
 PV0622;SPC WY E     -   449,040.      281,220.      MT  (+/- 180 meters Scaled)
 PV0622
 PV0622                          SUPERSEDED SURVEY CONTROL
 PV0622
 PV0622.No superseded survey control is available for this station.
 PV0622
 PV0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK679319(NAD 83)
 PV0622_MARKER: DV = VERTICAL CONTROL DISK
 PV0622_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0622_SP_SET: PIER
 PV0622_STAMPING: B 370 1991
 PV0622_MARK LOGO: NGS   
 PV0622_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0622+STABILITY: POSITION/ELEVATION WELL
 PV0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0622+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0622
 PV0622  HISTORY     - Date     Condition        Report By
 PV0622  HISTORY     - 1991     MONUMENTED       NGS
 PV0622
 PV0622                          STATION DESCRIPTION
 PV0622
 PV0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0622'4.5 KM (2.80 MI) WESTERLY ALONG A APVED ROAD (INTERSTATE HIGHWAY 90
 PV0622'FRONTAGE ROAD) FROM THE POST OFFICE IN BEULAH, SET VERTICALLY IN THE
 PV0622'WEST FACE OF THE MOST NORTHERLY OF 3 CONCRETE COLUMNS OF THE MOST
 PV0622'EASTERLY PIER OF THE WESTBOUND INTERSTATE HIGHWAY 90 OVERPASS OF A
 PV0622'GRAVELED ROAD, 65.0 M (213.3 FT) SOUTH OF THE CENTERLINE OF THE
 PV0622'HIGHWAY, 6.0 M (19.7 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES
 PV0622'OF THE INTERSTATE HIGHWAY, 4.1 M (13.5 FT) EAST OF THE CENTER OF THE
 PV0622'ROAD, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0069 ***********************************************************************
 PW0069  DESIGNATION -  B 38
 PW0069  PID         -  PW0069
 PW0069  STATE/COUNTY-  WY/JOHNSON
 PW0069  USGS QUAD   -  HUNTER MESA (1993)
 PW0069
 PW0069                         *CURRENT SURVEY CONTROL
 PW0069  ___________________________________________________________________
 PW0069* NAD 83(1986)-  44 15 12.     (N)    106 56 21.     (W)     SCALED    
 PW0069* NAVD 88     -      2441.501  (meters)    8010.16   (feet)  ADJUSTED  
 PW0069  ___________________________________________________________________
 PW0069  GEOID HEIGHT-          -9.65  (meters)                     GEOID03
 PW0069  DYNAMIC HT  -        2440.077 (meters)    8005.49  (feet)  COMP
 PW0069  MODELED GRAV-     979,944.4   (mgal)                       NAVD 88
 PW0069
 PW0069  VERT ORDER  -  FIRST     CLASS II
 PW0069
 PW0069.The horizontal coordinates were scaled from a topographic map and have
 PW0069.an estimated accuracy of +/- 6 seconds.
 PW0069
 PW0069.The orthometric height was determined by differential leveling
 PW0069.and adjusted by the National Geodetic Survey in June 1991..
 PW0069
 PW0069.The geoid height was determined by GEOID03.
 PW0069
 PW0069.The dynamic height is computed by dividing the NAVD 88
 PW0069.geopotential number by the normal gravity value computed on the
 PW0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0069.degrees latitude (g = 980.6199 gals.).
 PW0069
 PW0069.The modeled gravity was interpolated from observed gravity values.
 PW0069
 PW0069;                    North         East    Units  Estimated Accuracy
 PW0069;SPC WYEC     -   516,970.      431,480.      MT  (+/- 180 meters Scaled)
 PW0069
 PW0069                          SUPERSEDED SURVEY CONTROL
 PW0069
 PW0069  NGVD 29 (??/??/92) 2440.581  (m)         8007.14   (f) ADJ UNCH    1 2
 PW0069
 PW0069.Superseded values are not recommended for survey control.
 PW0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0069.See file dsdata.txt to determine how the superseded data were derived.
 PW0069
 PW0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK451018(NAD 83)
 PW0069_MARKER: DB = BENCH MARK DISK
 PW0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0069_STAMPING: B 38 1934
 PW0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0069+STABILITY: SURFACE MOTION
 PW0069
 PW0069  HISTORY     - Date     Condition        Report By
 PW0069  HISTORY     - 1934     MONUMENTED       CGS
 PW0069  HISTORY     - 1944     GOOD             NGS
 PW0069
 PW0069                          STATION DESCRIPTION
 PW0069
 PW0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PW0069'19.9 MI SW FROM BUFFALO.
 PW0069'19.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0069'COUNTY, 1.8 MILES NORTH OF LITTLE SOUR DOUGH CREEK, 0.8 MILE SOUTH OF
 PW0069'SOUR DOUGH CREEK, 130.7 FEET EAST OF THE GRANITE ROCKS IN AN 8-FOOT
 PW0069'CUT NORTHEAST OF THE HIGHWAY, 36.8 FEET NORTH OF A ROCK CULVERT, 42.4
 PW0069'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND AT A MOUND OF
 PW0069'ROCKS.  A STANDARD DISK, STAMPED B 38 1934 AND SET IN THE TOP OF A
 PW0069'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0043 ***********************************************************************
 PW0043  DESIGNATION -  B 39
 PW0043  PID         -  PW0043
 PW0043  STATE/COUNTY-  WY/SHERIDAN
 PW0043  USGS QUAD   -  JULIO DRAW (1971)
 PW0043
 PW0043                         *CURRENT SURVEY CONTROL
 PW0043  ___________________________________________________________________
 PW0043* NAD 83(1986)-  44 34 50.     (N)    106 28 08.     (W)     SCALED    
 PW0043* NAVD 88     -      1235.773  (meters)    4054.37   (feet)  ADJUSTED  
 PW0043  ___________________________________________________________________
 PW0043  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 PW0043  DYNAMIC HT  -        1235.270 (meters)    4052.72  (feet)  COMP
 PW0043  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 PW0043
 PW0043  VERT ORDER  -  FIRST     CLASS II
 PW0043
 PW0043.The horizontal coordinates were scaled from a topographic map and have
 PW0043.an estimated accuracy of +/- 6 seconds.
 PW0043
 PW0043.The orthometric height was determined by differential leveling
 PW0043.and adjusted by the National Geodetic Survey in June 1991..
 PW0043
 PW0043.The geoid height was determined by GEOID03.
 PW0043
 PW0043.The dynamic height is computed by dividing the NAVD 88
 PW0043.geopotential number by the normal gravity value computed on the
 PW0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0043.degrees latitude (g = 980.6199 gals.).
 PW0043
 PW0043.The modeled gravity was interpolated from observed gravity values.
 PW0043
 PW0043;                    North         East    Units  Estimated Accuracy
 PW0043;SPC WYEC     -   553,620.      468,650.      MT  (+/- 180 meters Scaled)
 PW0043
 PW0043                          SUPERSEDED SURVEY CONTROL
 PW0043
 PW0043  NGVD 29 (??/??/92) 1235.039  (m)         4051.96   (f) ADJ UNCH    1 2
 PW0043
 PW0043.Superseded values are not recommended for survey control.
 PW0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0043.See file dsdata.txt to determine how the superseded data were derived.
 PW0043
 PW0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK833374(NAD 83)
 PW0043_MARKER: DB = BENCH MARK DISK
 PW0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0043_STAMPING: B 39 1934
 PW0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0043+STABILITY: SURFACE MOTION
 PW0043
 PW0043  HISTORY     - Date     Condition        Report By
 PW0043  HISTORY     - 1934     MONUMENTED       CGS
 PW0043
 PW0043                          STATION DESCRIPTION
 PW0043
 PW0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0043'3.9 MI NE FROM UCROSS.
 PW0043'3.9 MILES NORTHEAST ALONG THE WYOMING RAILWAY FROM UCROSS, SHERIDAN
 PW0043'COUNTY, 1,890 FEET SOUTHWEST OF MILEPOST 6, 0.7 MILE NORTH OF A GRAIN
 PW0043'ELEVATOR, 300 FEET NORTHWEST OF A CUT, 250 FEET EAST OF A TRIPLE
 PW0043'POPLAR TREE, BETWEEN THE RAILWAY AND U.S. HIGHWAY 16, 42.6 FEET
 PW0043'NORTHWEST OF A CONCRETE HIGHWAY CULVERT, 52.6 FEET NORTHWEST OF THE
 PW0043'CENTERLINE OF THE HIGHWAY, AND 29 FEET SOUTHEAST OF THE EAST RAIL.  A
 PW0043'STANDARD DISK, STAMPED B 39 1934 AND SET IN THE TOP OF A CONCRETE
 PW0043'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0114 ***********************************************************************
 PW0114  DESIGNATION -  B 4
 PW0114  PID         -  PW0114
 PW0114  STATE/COUNTY-  WY/SHERIDAN
 PW0114  USGS QUAD   -  ACME (1978)
 PW0114
 PW0114                         *CURRENT SURVEY CONTROL
 PW0114  ___________________________________________________________________
 PW0114* NAD 83(1986)-  44 53 57.     (N)    106 58 57.     (W)     SCALED    
 PW0114* NAVD 88     -      1105.388  (meters)    3626.59   (feet)  ADJUSTED  
 PW0114  ___________________________________________________________________
 PW0114  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 PW0114  DYNAMIC HT  -        1105.017 (meters)    3625.38  (feet)  COMP
 PW0114  MODELED GRAV-     980,243.6   (mgal)                       NAVD 88
 PW0114
 PW0114  VERT ORDER  -  FIRST     CLASS II
 PW0114
 PW0114.The horizontal coordinates were scaled from a topographic map and have
 PW0114.an estimated accuracy of +/- 6 seconds.
 PW0114
 PW0114.The orthometric height was determined by differential leveling
 PW0114.and adjusted by the National Geodetic Survey in June 1991..
 PW0114
 PW0114.The geoid height was determined by GEOID03.
 PW0114
 PW0114.The dynamic height is computed by dividing the NAVD 88
 PW0114.geopotential number by the normal gravity value computed on the
 PW0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0114.degrees latitude (g = 980.6199 gals.).
 PW0114
 PW0114.The modeled gravity was interpolated from observed gravity values.
 PW0114
 PW0114;                    North         East    Units  Estimated Accuracy
 PW0114;SPC WYEC     -   588,720.      427,710.      MT  (+/- 180 meters Scaled)
 PW0114
 PW0114                          SUPERSEDED SURVEY CONTROL
 PW0114
 PW0114  NGVD 29 (??/??/92) 1104.672  (m)         3624.24   (f) ADJ UNCH    1 2
 PW0114
 PW0114.Superseded values are not recommended for survey control.
 PW0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0114.See file dsdata.txt to determine how the superseded data were derived.
 PW0114
 PW0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK434736(NAD 83)
 PW0114_MARKER: B = BOLT
 PW0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0114_SP_SET: ABUTMENT
 PW0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0114
 PW0114  HISTORY     - Date     Condition        Report By
 PW0114  HISTORY     - UNK      MONUMENTED       CGS
 PW0114  HISTORY     - 1957     GOOD             NGS
 PW0114
 PW0114                          STATION DESCRIPTION
 PW0114
 PW0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0114'2.6 MI E FROM KLEENBURN.
 PW0114'2.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0114'THE STATION AT KLEENBURN, IN THE TOP OF THE WEST END OF THE NORTH
 PW0114'CONCRETE ABUTMENT OF STEEL GIRDER BRIDGE NUMBER 705.47 OVER GOOSE
 PW0114'CREEK, 5 1/2 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH THE
 PW0114'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0065 ***********************************************************************
 OV0065  DESIGNATION -  B 40
 OV0065  PID         -  OV0065
 OV0065  STATE/COUNTY-  WY/JOHNSON
 OV0065  USGS QUAD   -  KAYCEE (1981)
 OV0065
 OV0065                         *CURRENT SURVEY CONTROL
 OV0065  ___________________________________________________________________
 OV0065* NAD 83(1986)-  43 44 13.     (N)    106 37 32.     (W)     SCALED    
 OV0065* NAVD 88     -      1498.797  (meters)    4917.30   (feet)  ADJUSTED  
 OV0065  ___________________________________________________________________
 OV0065  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 OV0065  DYNAMIC HT  -        1498.014 (meters)    4914.73  (feet)  COMP
 OV0065  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 OV0065
 OV0065  VERT ORDER  -  SECOND    CLASS 0
 OV0065
 OV0065.The horizontal coordinates were scaled from a topographic map and have
 OV0065.an estimated accuracy of +/- 6 seconds.
 OV0065
 OV0065.The orthometric height was determined by differential leveling
 OV0065.and adjusted by the National Geodetic Survey in June 1991..
 OV0065
 OV0065.The geoid height was determined by GEOID03.
 OV0065
 OV0065.The dynamic height is computed by dividing the NAVD 88
 OV0065.geopotential number by the normal gravity value computed on the
 OV0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0065.degrees latitude (g = 980.6199 gals.).
 OV0065
 OV0065.The modeled gravity was interpolated from observed gravity values.
 OV0065
 OV0065;                    North         East    Units  Estimated Accuracy
 OV0065;SPC WYEC     -   459,770.      457,020.      MT  (+/- 180 meters Scaled)
 OV0065
 OV0065                          SUPERSEDED SURVEY CONTROL
 OV0065
 OV0065  NGVD 29 (??/??/92) 1497.976  (m)         4914.61   (f) ADJ UNCH    2 0
 OV0065
 OV0065.Superseded values are not recommended for survey control.
 OV0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0065.See file dsdata.txt to determine how the superseded data were derived.
 OV0065
 OV0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ690439(NAD 83)
 OV0065_MARKER: DB = BENCH MARK DISK
 OV0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0065_STAMPING: B 40 1934
 OV0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0065+STABILITY: SURFACE MOTION
 OV0065
 OV0065  HISTORY     - Date     Condition        Report By
 OV0065  HISTORY     - 1934     MONUMENTED       CGS
 OV0065  HISTORY     - 1946     GOOD             NGS
 OV0065
 OV0065                          STATION DESCRIPTION
 OV0065
 OV0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0065'2.0 MI N FROM KAYCEE.
 OV0065'2.0 MILES NORTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY, 2.4
 OV0065'MILES SOUTH OF NORTH POWDER RIVER, 225 FEET NORTH OF A SANDSTONE ROCK
 OV0065'PILE 200 FEET SOUTHWEST OF THE HIGHWAY, 58.4 FEET SOUTHWEST OF THE
 OV0065'CENTERLINE OF THE HIGHWAY, AND 2.3 FEET NORTHEAST OF A FENCE.  A
 OV0065'STANDARD DISK, STAMPED B 40 1934 AND SET IN THE TOP OF A CONCRETE
 OV0065'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0167 ***********************************************************************
 OX0167  DESIGNATION -  B 41
 OX0167  PID         -  OX0167
 OX0167  STATE/COUNTY-  WY/TETON
 OX0167  USGS QUAD   -  MOOSE (1968)
 OX0167
 OX0167                         *CURRENT SURVEY CONTROL
 OX0167  ___________________________________________________________________
 OX0167* NAD 83(1986)-  43 38 48.     (N)    110 42 46.     (W)     SCALED    
 OX0167* NAVD 88     -      1980.462  (meters)    6497.57   (feet)  ADJUSTED  
 OX0167  ___________________________________________________________________
 OX0167  GEOID HEIGHT-          -9.24  (meters)                     GEOID03
 OX0167  DYNAMIC HT  -        1979.166 (meters)    6493.31  (feet)  COMP
 OX0167  MODELED GRAV-     979,894.2   (mgal)                       NAVD 88
 OX0167
 OX0167  VERT ORDER  -  SECOND    CLASS 0
 OX0167
 OX0167.The horizontal coordinates were scaled from a topographic map and have
 OX0167.an estimated accuracy of +/- 6 seconds.
 OX0167
 OX0167.The orthometric height was determined by differential leveling
 OX0167.and adjusted by the National Geodetic Survey in June 1991..
 OX0167
 OX0167.The geoid height was determined by GEOID03.
 OX0167
 OX0167.The dynamic height is computed by dividing the NAVD 88
 OX0167.geopotential number by the normal gravity value computed on the
 OX0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0167.degrees latitude (g = 980.6199 gals.).
 OX0167
 OX0167.The modeled gravity was interpolated from observed gravity values.
 OX0167
 OX0167;                    North         East    Units  Estimated Accuracy
 OX0167;SPC WY W     -   449,690.      749,220.      MT  (+/- 180 meters Scaled)
 OX0167
 OX0167                          SUPERSEDED SURVEY CONTROL
 OX0167
 OX0167  NGVD 29 (??/??/92) 1979.182  (m)         6493.37   (f) ADJ UNCH    2 0
 OX0167
 OX0167.Superseded values are not recommended for survey control.
 OX0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0167.See file dsdata.txt to determine how the superseded data were derived.
 OX0167
 OX0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP231326(NAD 83)
 OX0167_MARKER: DB = BENCH MARK DISK
 OX0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0167_STAMPING: B 41 1934
 OX0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0167+STABILITY: SURFACE MOTION
 OX0167
 OX0167  HISTORY     - Date     Condition        Report By
 OX0167  HISTORY     - 1934     MONUMENTED       CGS
 OX0167
 OX0167                          STATION DESCRIPTION
 OX0167
 OX0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0167'12.0 MI N FROM JACKSON.
 OX0167'ABOUT 12.0 MILES NORTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON
 OX0167'COUNTY, ABOUT 5.6 MILES NORTH OF GROS VENTRE RIVER, ABOUT 0.9 MILE
 OX0167'SOUTH OF THE EAST END OF THE BRIDGE OVER SNAKE RIVER, ON THE TOP OF A
 OX0167'CUT, 38.3 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3.0
 OX0167'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 41 1934 AND
 OX0167'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0006 ***********************************************************************
 OX0006  DESIGNATION -  B 42
 OX0006  PID         -  OX0006
 OX0006  STATE/COUNTY-  WY/TETON
 OX0006  USGS QUAD   -  ROSIES RIDGE (1996)
 OX0006
 OX0006                         *CURRENT SURVEY CONTROL
 OX0006  ___________________________________________________________________
 OX0006* NAD 83(1986)-  43 51 13.     (N)    110 18 44.     (W)     SCALED    
 OX0006* NAVD 88     -      2111.273  (meters)    6926.73   (feet)  ADJUSTED  
 OX0006  ___________________________________________________________________
 OX0006  GEOID HEIGHT-          -8.39  (meters)                     GEOID03
 OX0006  DYNAMIC HT  -        2109.794 (meters)    6921.88  (feet)  COMP
 OX0006  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 OX0006
 OX0006  VERT ORDER  -  SECOND    CLASS 0
 OX0006
 OX0006.The horizontal coordinates were scaled from a topographic map and have
 OX0006.an estimated accuracy of +/- 6 seconds.
 OX0006
 OX0006.The orthometric height was determined by differential leveling
 OX0006.and adjusted by the National Geodetic Survey in June 1991..
 OX0006
 OX0006.The geoid height was determined by GEOID03.
 OX0006
 OX0006.The dynamic height is computed by dividing the NAVD 88
 OX0006.geopotential number by the normal gravity value computed on the
 OX0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0006.degrees latitude (g = 980.6199 gals.).
 OX0006
 OX0006.The modeled gravity was interpolated from observed gravity values.
 OX0006
 OX0006;                    North         East    Units  Estimated Accuracy
 OX0006;SPC WY W     -   472,510.      781,600.      MT  (+/- 180 meters Scaled)
 OX0006
 OX0006                          SUPERSEDED SURVEY CONTROL
 OX0006
 OX0006  NGVD 29 (??/??/92) 2109.924  (m)         6922.31   (f) ADJ UNCH    2 0
 OX0006
 OX0006.Superseded values are not recommended for survey control.
 OX0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0006.See file dsdata.txt to determine how the superseded data were derived.
 OX0006
 OX0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP552558(NAD 83)
 OX0006_MARKER: DB = BENCH MARK DISK
 OX0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0006_STAMPING: B 42 1934
 OX0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0006+STABILITY: SURFACE MOTION
 OX0006
 OX0006  HISTORY     - Date     Condition        Report By
 OX0006  HISTORY     - 1934     MONUMENTED       CGS
 OX0006
 OX0006                          STATION DESCRIPTION
 OX0006
 OX0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0006'16.4 MI E FROM MORAN.
 OX0006'16.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, TETON
 OX0006'COUNTY, 15.1 MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY 187, ABOUT
 OX0006'5.8 MILES EAST OF NEILS PLACE, 1.5 MILES EAST OF THE ENTRANCE TO THE
 OX0006'BLACK ROCK RANGER STATION, ON FLAT LAND, 63.5 FEET SOUTHWEST OF THE
 OX0006'SOUTHWEST CORNER OF THE SOUTH HEADWALL OF A CULVERT, AND 52.0 FEET
 OX0006'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 42
 OX0006'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0151 ***********************************************************************
 OW0151  DESIGNATION -  B 43
 OW0151  PID         -  OW0151
 OW0151  STATE/COUNTY-  WY/FREMONT
 OW0151  USGS QUAD   -  DUBOIS (1991)
 OW0151
 OW0151                         *CURRENT SURVEY CONTROL
 OW0151  ___________________________________________________________________
 OW0151* NAD 83(1986)-  43 33 32.     (N)    109 42 36.     (W)     SCALED    
 OW0151* NAVD 88     -      2158.661  (meters)    7082.21   (feet)  ADJUSTED  
 OW0151  ___________________________________________________________________
 OW0151  GEOID HEIGHT-          -7.89  (meters)                     GEOID03
 OW0151  DYNAMIC HT  -        2157.115 (meters)    7077.13  (feet)  COMP
 OW0151  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 OW0151
 OW0151  VERT ORDER  -  SECOND    CLASS 0
 OW0151
 OW0151.The horizontal coordinates were scaled from a topographic map and have
 OW0151.an estimated accuracy of +/- 6 seconds.
 OW0151
 OW0151.The orthometric height was determined by differential leveling
 OW0151.and adjusted by the National Geodetic Survey in June 1991..
 OW0151
 OW0151.The geoid height was determined by GEOID03.
 OW0151
 OW0151.The dynamic height is computed by dividing the NAVD 88
 OW0151.geopotential number by the normal gravity value computed on the
 OW0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0151.degrees latitude (g = 980.6199 gals.).
 OW0151
 OW0151.The modeled gravity was interpolated from observed gravity values.
 OW0151
 OW0151;                    North         East    Units  Estimated Accuracy
 OW0151;SPC WYWC     -   340,190.      522,440.      MT  (+/- 180 meters Scaled)
 OW0151
 OW0151                          SUPERSEDED SURVEY CONTROL
 OW0151
 OW0151.No superseded survey control is available for this station.
 OW0151
 OW0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP041236(NAD 83)
 OW0151_MARKER: DB = BENCH MARK DISK
 OW0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0151_STAMPING: B 43 1934
 OW0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0151+STABILITY: SURFACE MOTION
 OW0151
 OW0151  HISTORY     - Date     Condition        Report By
 OW0151  HISTORY     - 1934     MONUMENTED       CGS
 OW0151  HISTORY     - 1954     GOOD             USGS
 OW0151
 OW0151                          STATION DESCRIPTION
 OW0151
 OW0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0151'4.1 MI W FROM DUBOIS.
 OW0151'ABOUT 4.1 MILES WEST ALONG U.S. HIGHWAY 287 FROM DUBOIS, FREMONT
 OW0151'COUNTY, 0.7 MILES SOUTH AND WEST ALONG A DIRT ROAD, 315 FEET EAST, 28
 OW0151'FEET NORTH AND 6 FEET HIGHER THAN THE CENTER OF A T-JUNCTION SOUTH TO
 OW0151'BRIDGE OVER WIND RIVER, 115 FEET NORTH-NORTHEAST OF NORTHEAST CORNER
 OW0151'OF A LOG CABIN.  A STANDARD DISK, STAMPED B 43 1934 AND SET IN THE TOP
 OW0151'OF A CONCRETE POST PROJECTING 1.2 FOOT ABOVE GROUND.
 OW0151
 OW0151                          STATION RECOVERY (1954)
 OW0151
 OW0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OW0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0125 ***********************************************************************
 NS0125  DESIGNATION -  B 44
 NS0125  PID         -  NS0125
 NS0125  STATE/COUNTY-  WY/SUBLETTE
 NS0125  USGS QUAD   -  BOULDER (1980)
 NS0125
 NS0125                         *CURRENT SURVEY CONTROL
 NS0125  ___________________________________________________________________
 NS0125* NAD 83(1986)-  42 44 46.     (N)    109 43 14.     (W)     SCALED    
 NS0125* NAVD 88     -      2139.270  (meters)    7018.59   (feet)  ADJUSTED  
 NS0125  ___________________________________________________________________
 NS0125  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 NS0125  DYNAMIC HT  -        2137.499 (meters)    7012.78  (feet)  COMP
 NS0125  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 NS0125
 NS0125  VERT ORDER  -  FIRST     CLASS II
 NS0125
 NS0125.The horizontal coordinates were scaled from a topographic map and have
 NS0125.an estimated accuracy of +/- 6 seconds.
 NS0125
 NS0125.The orthometric height was determined by differential leveling
 NS0125.and adjusted by the National Geodetic Survey in June 1991..
 NS0125
 NS0125.The geoid height was determined by GEOID03.
 NS0125
 NS0125.The dynamic height is computed by dividing the NAVD 88
 NS0125.geopotential number by the normal gravity value computed on the
 NS0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0125.degrees latitude (g = 980.6199 gals.).
 NS0125
 NS0125.The modeled gravity was interpolated from observed gravity values.
 NS0125
 NS0125;                    North         East    Units  Estimated Accuracy
 NS0125;SPC WY W     -   349,520.      829,700.      MT  (+/- 180 meters Scaled)
 NS0125
 NS0125                          SUPERSEDED SURVEY CONTROL
 NS0125
 NS0125  NGVD 29 (??/??/92) 2137.849  (m)         7013.93   (f) ADJ UNCH    1 2
 NS0125
 NS0125.Superseded values are not recommended for survey control.
 NS0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0125.See file dsdata.txt to determine how the superseded data were derived.
 NS0125
 NS0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN047334(NAD 83)
 NS0125_MARKER: DB = BENCH MARK DISK
 NS0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0125_STAMPING: B 44 1934
 NS0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0125+STABILITY: SURFACE MOTION
 NS0125
 NS0125  HISTORY     - Date     Condition        Report By
 NS0125  HISTORY     - 1934     MONUMENTED       CGS
 NS0125  HISTORY     - 1964     MARK NOT FOUND   USGS
 NS0125
 NS0125                          STATION DESCRIPTION
 NS0125
 NS0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0125'IN BOULDER.
 NS0125'AT BOULDER, SUBLETTE COUNTY, ON U.S. HIGHWAY 187, ABOUT 160.3 FEET
 NS0125'SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST OFFICE, 38 FEET SOUTH OF
 NS0125'THE CENTER LINE OF THE ROAD LEADING TO MITCHELLS CAMP, 40 FEET EAST OF
 NS0125'THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTH OF A CORNER FENCE POST,
 NS0125'5.5 FEET SOUTHWEST OF A POLE, AND ABOUT LEVEL WITH THE HIGHWAY. A
 NS0125'STANDARD DISK, STAMPED B 44 1934 AND SET IN THE TOP OF A CONCRETE
 NS0125'POST.
 NS0125
 NS0125                          STATION RECOVERY (1964)
 NS0125
 NS0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NS0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0041 ***********************************************************************
 OX0041  DESIGNATION -  B 45
 OX0041  PID         -  OX0041
 OX0041  STATE/COUNTY-  WY/SUBLETTE
 OX0041  USGS QUAD   -  SIGNAL HILL (1982)
 OX0041
 OX0041                         *CURRENT SURVEY CONTROL
 OX0041  ___________________________________________________________________
 OX0041* NAD 83(1986)-  43 05 37.     (N)    110 09 59.     (W)     SCALED    
 OX0041* NAVD 88     -      2368.137  (meters)    7769.46   (feet)  ADJUSTED  
 OX0041  ___________________________________________________________________
 OX0041  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 OX0041  DYNAMIC HT  -        2366.156 (meters)    7762.96  (feet)  COMP
 OX0041  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 OX0041
 OX0041  VERT ORDER  -  FIRST     CLASS II
 OX0041
 OX0041.The horizontal coordinates were scaled from a topographic map and have
 OX0041.an estimated accuracy of +/- 6 seconds.
 OX0041
 OX0041.The orthometric height was determined by differential leveling
 OX0041.and adjusted by the National Geodetic Survey in June 1991..
 OX0041
 OX0041.The geoid height was determined by GEOID03.
 OX0041
 OX0041.The dynamic height is computed by dividing the NAVD 88
 OX0041.geopotential number by the normal gravity value computed on the
 OX0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0041.degrees latitude (g = 980.6199 gals.).
 OX0041
 OX0041.The modeled gravity was interpolated from observed gravity values.
 OX0041
 OX0041;                    North         East    Units  Estimated Accuracy
 OX0041;SPC WY W     -   388,060.      793,240.      MT  (+/- 180 meters Scaled)
 OX0041
 OX0041                          SUPERSEDED SURVEY CONTROL
 OX0041
 OX0041  NGVD 29 (??/??/92) 2366.58   (m)         7764.4    (f) COMPUTED    1 2
 OX0041
 OX0041.Superseded values are not recommended for survey control.
 OX0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0041.See file dsdata.txt to determine how the superseded data were derived.
 OX0041
 OX0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN678715(NAD 83)
 OX0041_MARKER: DB = BENCH MARK DISK
 OX0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0041_STAMPING: B 45 1934
 OX0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0041+STABILITY: SURFACE MOTION
 OX0041
 OX0041  HISTORY     - Date     Condition        Report By
 OX0041  HISTORY     - 1934     MONUMENTED       CGS
 OX0041
 OX0041                          STATION DESCRIPTION
 OX0041
 OX0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0041'25.80 MI NW FROM PINEDALE.
 OX0041'25.80 MILES N.W., BY HIGHWAY, OF COURT HOUSE.  ALONG U.S. HIGHWAY 187,
 OX0041'14.95 MILES N.W. OF JUNCTION WITH WYOMING STATE HIGHWAY 287, 5.85
 OX0041'MILES N.W. OF BRIDGE OVER GREEN RIVER.  AT POINT WHERE ROAD FOLLOWS
 OX0041'ALONG THE SIDE OF HILL.  52.5 FT. S.W. OF CENTERLINE OF HIGHWAY. MARK
 OX0041'SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0042 ***********************************************************************
 OX0042  DESIGNATION -  B 45 RESET
 OX0042  PID         -  OX0042
 OX0042  STATE/COUNTY-  WY/SUBLETTE
 OX0042  USGS QUAD   -  SIGNAL HILL (1982)
 OX0042
 OX0042                         *CURRENT SURVEY CONTROL
 OX0042  ___________________________________________________________________
 OX0042* NAD 83(1986)-  43 05 37.     (N)    110 09 59.     (W)     SCALED    
 OX0042* NAVD 88     -      2368.14   (meters)    7769.5    (feet)  RESET     
 OX0042  ___________________________________________________________________
 OX0042  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 OX0042
 OX0042  VERT ORDER  -  THIRD
 OX0042
 OX0042.The horizontal coordinates were scaled from a topographic map and have
 OX0042.an estimated accuracy of +/- 6 seconds.
 OX0042
 OX0042.The orthometric height was computed from unverified reset data.
 OX0042.No vertical observational check was made to the station.
 OX0042
 OX0042.The geoid height was determined by GEOID03.
 OX0042
 OX0042;                    North         East    Units  Estimated Accuracy
 OX0042;SPC WY W     -   388,060.      793,240.      MT  (+/- 180 meters Scaled)
 OX0042
 OX0042                          SUPERSEDED SURVEY CONTROL
 OX0042
 OX0042  NGVD 29 (??/??/??) 2366.59   (m)         7764.4    (f) RESET       3  
 OX0042
 OX0042.Superseded values are not recommended for survey control.
 OX0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0042.See file dsdata.txt to determine how the superseded data were derived.
 OX0042
 OX0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN678715(NAD 83)
 OX0042_MARKER: DB = BENCH MARK DISK
 OX0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0042_STAMPING: B 45 RESET 1969
 OX0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0042+STABILITY: SURFACE MOTION
 OX0042
 OX0042  HISTORY     - Date     Condition        Report By
 OX0042  HISTORY     - 1969     MONUMENTED       WYHD
 OX0042
 OX0042                          STATION DESCRIPTION
 OX0042
 OX0042'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1969
 OX0042'25.8 MI NW FROM PINEDALE.
 OX0042'ABOUT 25.8 MILES NORTHWEST ALONG U. S. HIGHWAY 187 FROM THE COURTHOUSE
 OX0042'AT PINEDALE, ABOUT 15 MILES NORTHWEST OF THE JUNCTION OF STATE HIGHWAY
 OX0042'287, ABOUT 5.8 MILES NORTHWEST OF A BRIDGE OVER THE GREEN RIVER, ALONG
 OX0042'THE SIDE OF A HILL, SET IN THE TOP OF A CONCRETE POST BESIDE A STEEL
 OX0042'FENCE POST WITH WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0075 ***********************************************************************
 OX0075  DESIGNATION -  B 46 RESET
 OX0075  PID         -  OX0075
 OX0075  STATE/COUNTY-  WY/TETON
 OX0075  USGS QUAD   -  CAMP DAVIS (1996)
 OX0075
 OX0075                         *CURRENT SURVEY CONTROL
 OX0075  ___________________________________________________________________
 OX0075* NAD 83(1986)-  43 20 26.     (N)    110 43 25.     (W)     SCALED    
 OX0075* NAVD 88     -      1809.53   (meters)    5936.8    (feet)  RESET     
 OX0075  ___________________________________________________________________
 OX0075  GEOID HEIGHT-         -10.06  (meters)                     GEOID03
 OX0075
 OX0075  VERT ORDER  -  THIRD
 OX0075
 OX0075.The horizontal coordinates were scaled from a topographic map and have
 OX0075.an estimated accuracy of +/- 6 seconds.
 OX0075
 OX0075.The orthometric height was computed from unverified reset data.
 OX0075.No vertical observational check was made to the station.
 OX0075
 OX0075.The geoid height was determined by GEOID03.
 OX0075
 OX0075;                    North         East    Units  Estimated Accuracy
 OX0075;SPC WY W     -   415,690.      748,080.      MT  (+/- 180 meters Scaled)
 OX0075
 OX0075                          SUPERSEDED SURVEY CONTROL
 OX0075
 OX0075  NGVD 29 (??/??/??) 1807.91   (m)         5931.5    (f) RESET       3  
 OX0075
 OX0075.Superseded values are not recommended for survey control.
 OX0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0075.See file dsdata.txt to determine how the superseded data were derived.
 OX0075
 OX0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN224986(NAD 83)
 OX0075_MARKER: DB = BENCH MARK DISK
 OX0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0075_SP_SET: CULVERT
 OX0075_STAMPING: B 46 RESET 1953
 OX0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0075
 OX0075  HISTORY     - Date     Condition        Report By
 OX0075  HISTORY     - 1953     MONUMENTED       BPR
 OX0075
 OX0075                          STATION DESCRIPTION
 OX0075
 OX0075'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1953
 OX0075'12.3 MI S FROM JACKSON.
 OX0075'12.3 MILES SOUTH ALONG U.S. HWY. 187, 89 AND 26 FROM JACKSON, TETON
 OX0075'COUNTY, 1.4 MILES NORTH OF THE ROAD INTERSECTION NEAR THE MOUTH HOBACK
 OX0075'RIVER, AT A CONCRETE BOX CULVERT OVER HORSE CREEK IN THE TOP OF THE
 OX0075'SOUTH END OF THE WEST HEADWALL, 41 FEET WEST OF THE CENTERLINE OF THE
 OX0075'HWY., AND 15 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B
 OX0075'46 RESET 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0458 ***********************************************************************
 OW0458  DESIGNATION -  B 47 RESET
 OW0458  PID         -  OW0458
 OW0458  STATE/COUNTY-  WY/FREMONT
 OW0458  USGS QUAD   -  MASON DRAW (1979)
 OW0458
 OW0458                         *CURRENT SURVEY CONTROL
 OW0458  ___________________________________________________________________
 OW0458* NAD 83(1986)-  43 30 01.     (N)    109 32 12.     (W)     SCALED    
 OW0458* NAVD 88     -      2038.43   (meters)    6687.7    (feet)  RESET     
 OW0458  ___________________________________________________________________
 OW0458  GEOID HEIGHT-          -8.22  (meters)                     GEOID03
 OW0458
 OW0458  VERT ORDER  -  THIRD
 OW0458
 OW0458.The horizontal coordinates were scaled from a topographic map and have
 OW0458.an estimated accuracy of +/- 6 seconds.
 OW0458
 OW0458.The orthometric height was computed from unverified reset data.
 OW0458
 OW0458.The geoid height was determined by GEOID03.
 OW0458
 OW0458;                    North         East    Units  Estimated Accuracy
 OW0458;SPC WYWC     -   333,530.      536,380.      MT  (+/- 180 meters Scaled)
 OW0458
 OW0458                          SUPERSEDED SURVEY CONTROL
 OW0458
 OW0458  NGVD 29 (03/28/06) 2037.26   (m)         6683.9    (f) RESET       3  
 OW0458
 OW0458.Superseded values are not recommended for survey control.
 OW0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0458.See file dsdata.txt to determine how the superseded data were derived.
 OW0458
 OW0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP183174(NAD 83)
 OW0458_MARKER: DV = VERTICAL CONTROL DISK
 OW0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0458_SP_SET: CONCRETE POST
 OW0458_STAMPING: B 47 RESET 1982
 OW0458_MARK LOGO: NGS   
 OW0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0458+STABILITY: SURFACE MOTION
 OW0458
 OW0458  HISTORY     - Date     Condition        Report By
 OW0458  HISTORY     - 1982     MONUMENTED       WYHD
 OW0458
 OW0458                          STATION DESCRIPTION
 OW0458
 OW0458'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1982
 OW0458'6.3 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE IN BUBOIS,
 OW0458'0.8 MILES EAST OF UPPER CIRCLE RANCH, 70 FEET NORTH OF STATION
 OW0458'342+28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0089 ***********************************************************************
 OW0089  DESIGNATION -  B 48
 OW0089  PID         -  OW0089
 OW0089  STATE/COUNTY-  WY/FREMONT
 OW0089  USGS QUAD   -  ARGO BUTTE (1978)
 OW0089
 OW0089                         *CURRENT SURVEY CONTROL
 OW0089  ___________________________________________________________________
 OW0089* NAD 83(1986)-  43 13 05.     (N)    108 57 20.     (W)     SCALED    
 OW0089* NAVD 88     -      1713.865  (meters)    5622.91   (feet)  ADJUSTED  
 OW0089  ___________________________________________________________________
 OW0089  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 OW0089  DYNAMIC HT  -        1712.742 (meters)    5619.22  (feet)  COMP
 OW0089  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 OW0089
 OW0089  VERT ORDER  -  SECOND    CLASS 0
 OW0089
 OW0089.The horizontal coordinates were scaled from a topographic map and have
 OW0089.an estimated accuracy of +/- 6 seconds.
 OW0089
 OW0089.The orthometric height was determined by differential leveling
 OW0089.and adjusted by the National Geodetic Survey in June 1991..
 OW0089
 OW0089.The geoid height was determined by GEOID03.
 OW0089
 OW0089.The dynamic height is computed by dividing the NAVD 88
 OW0089.geopotential number by the normal gravity value computed on the
 OW0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0089.degrees latitude (g = 980.6199 gals.).
 OW0089
 OW0089.The modeled gravity was interpolated from observed gravity values.
 OW0089
 OW0089;                    North         East    Units  Estimated Accuracy
 OW0089;SPC WYWC     -   301,900.      583,300.      MT  (+/- 180 meters Scaled)
 OW0089
 OW0089                          SUPERSEDED SURVEY CONTROL
 OW0089
 OW0089  NGVD 29 (??/??/92) 1712.834  (m)         5619.52   (f) ADJ UNCH    2 0
 OW0089
 OW0089.Superseded values are not recommended for survey control.
 OW0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0089.See file dsdata.txt to determine how the superseded data were derived.
 OW0089
 OW0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN660870(NAD 83)
 OW0089_MARKER: DB = BENCH MARK DISK
 OW0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0089_STAMPING: B 48 1934
 OW0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0089+STABILITY: SURFACE MOTION
 OW0089
 OW0089  HISTORY     - Date     Condition        Report By
 OW0089  HISTORY     - 1934     MONUMENTED       CGS
 OW0089
 OW0089                          STATION DESCRIPTION
 OW0089
 OW0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0089'49.6 MI E FROM DUBOIS.
 OW0089'ABOUT 49.6 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0089'DUBOIS, FREMONT COUNTY, ABOUT 33.4 MILES WEST OF RIVERTON, ABOUT 103.5
 OW0089'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET WEST OF A FENCE,
 OW0089'AND ABOUT 1.0 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 OW0089'B 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0041 ***********************************************************************
 OW0041  DESIGNATION -  B 49
 OW0041  PID         -  OW0041
 OW0041  STATE/COUNTY-  WY/HOT SPRINGS
 OW0041  USGS QUAD   -  THOMPSON RESERVOIRS (1965)
 OW0041
 OW0041                         *CURRENT SURVEY CONTROL
 OW0041  ___________________________________________________________________
 OW0041* NAD 83(1986)-  43 42 07.     (N)    108 25 59.     (W)     SCALED    
 OW0041* NAVD 88     -      1501.606  (meters)    4926.52   (feet)  ADJUSTED  
 OW0041  ___________________________________________________________________
 OW0041  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 OW0041  DYNAMIC HT  -        1500.785 (meters)    4923.83  (feet)  COMP
 OW0041  MODELED GRAV-     980,020.2   (mgal)                       NAVD 88
 OW0041
 OW0041  VERT ORDER  -  SECOND    CLASS 0
 OW0041
 OW0041.The horizontal coordinates were scaled from a topographic map and have
 OW0041.an estimated accuracy of +/- 6 seconds.
 OW0041
 OW0041.The orthometric height was determined by differential leveling
 OW0041.and adjusted by the National Geodetic Survey in June 1991..
 OW0041
 OW0041.The geoid height was determined by GEOID03.
 OW0041
 OW0041.The dynamic height is computed by dividing the NAVD 88
 OW0041.geopotential number by the normal gravity value computed on the
 OW0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0041.degrees latitude (g = 980.6199 gals.).
 OW0041
 OW0041.The modeled gravity was interpolated from observed gravity values.
 OW0041
 OW0041;                    North         East    Units  Estimated Accuracy
 OW0041;SPC WYWC     -   355,680.      625,550.      MT  (+/- 180 meters Scaled)
 OW0041
 OW0041                          SUPERSEDED SURVEY CONTROL
 OW0041
 OW0041  NGVD 29 (??/??/92) 1500.722  (m)         4923.62   (f) ADJ UNCH    2 0
 OW0041
 OW0041.Superseded values are not recommended for survey control.
 OW0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0041.See file dsdata.txt to determine how the superseded data were derived.
 OW0041
 OW0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP068419(NAD 83)
 OW0041_MARKER: DB = BENCH MARK DISK
 OW0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0041_SP_SET: CULVERT
 OW0041_STAMPING: B 49 1934
 OW0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0041
 OW0041  HISTORY     - Date     Condition        Report By
 OW0041  HISTORY     - 1934     MONUMENTED       CGS
 OW0041
 OW0041                          STATION DESCRIPTION
 OW0041
 OW0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0041'12.9 MI W FROM THERMOPOLIS.
 OW0041'ABOUT 12.9 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0041'THERMOPOLIS, HOT SPRINGS COUNTY, AT THE JUNCTION WITH A DIRT ROAD
 OW0041'LEADING NORTH TO HAMILTON DOME, IN THE WEST CONCRETE HEAD WALL OF A
 OW0041'CULVERT FOR A DRIVE INTO A FIELD, 43 FEET NORTH OF THE CENTER LINE OF
 OW0041'THE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 11 FEET
 OW0041'SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED B 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0015 ***********************************************************************
 NT0015  DESIGNATION -  B 50
 NT0015  PID         -  NT0015
 NT0015  STATE/COUNTY-  WY/SUBLETTE
 NT0015  USGS QUAD   -  DANIEL (1970)
 NT0015
 NT0015                         *CURRENT SURVEY CONTROL
 NT0015  ___________________________________________________________________
 NT0015* NAD 83(1986)-  42 50 21.     (N)    110 03 31.     (W)     SCALED    
 NT0015* NAVD 88     -      2224.820  (meters)    7299.26   (feet)  ADJUSTED  
 NT0015  ___________________________________________________________________
 NT0015  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 NT0015  DYNAMIC HT  -        2223.029 (meters)    7293.39  (feet)  COMP
 NT0015  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 NT0015
 NT0015  VERT ORDER  -  SECOND    CLASS 0
 NT0015
 NT0015.The horizontal coordinates were scaled from a topographic map and have
 NT0015.an estimated accuracy of +/- 6 seconds.
 NT0015
 NT0015.The orthometric height was determined by differential leveling
 NT0015.and adjusted by the National Geodetic Survey in June 1991..
 NT0015
 NT0015.The geoid height was determined by GEOID03.
 NT0015
 NT0015.The dynamic height is computed by dividing the NAVD 88
 NT0015.geopotential number by the normal gravity value computed on the
 NT0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0015.degrees latitude (g = 980.6199 gals.).
 NT0015
 NT0015.The modeled gravity was interpolated from observed gravity values.
 NT0015
 NT0015;                    North         East    Units  Estimated Accuracy
 NT0015;SPC WY W     -   359,790.      802,020.      MT  (+/- 180 meters Scaled)
 NT0015
 NT0015                          SUPERSEDED SURVEY CONTROL
 NT0015
 NT0015  NGVD 29 (??/??/92) 2223.405  (m)         7294.62   (f) ADJ UNCH    2 0
 NT0015
 NT0015.Superseded values are not recommended for survey control.
 NT0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0015.See file dsdata.txt to determine how the superseded data were derived.
 NT0015
 NT0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN769433(NAD 83)
 NT0015_MARKER: DB = BENCH MARK DISK
 NT0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0015_STAMPING: B 50 1934
 NT0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0015+STABILITY: SURFACE MOTION
 NT0015
 NT0015  HISTORY     - Date     Condition        Report By
 NT0015  HISTORY     - 1934     MONUMENTED       CGS
 NT0015  HISTORY     - 1970     MARK NOT FOUND   USGS
 NT0015  HISTORY     - 19891113 MARK NOT FOUND   WYDT
 NT0015
 NT0015                          STATION DESCRIPTION
 NT0015
 NT0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0015'2.2 MI S FROM DANIEL.
 NT0015'2.2 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT DANIEL
 NT0015'AT A S CURVE, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 NT0015'4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK STAMPED B 50 1934 AND
 NT0015'SET IN THE TOP OF A CONCRETE POST.
 NT0015
 NT0015                          STATION RECOVERY (1970)
 NT0015
 NT0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NT0015'MARK NOT FOUND.
 NT0015
 NT0015                          STATION RECOVERY (1989)
 NT0015
 NT0015'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1989 (SVW)
 NT0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0234 ***********************************************************************
 MR0234  DESIGNATION -  B 52
 MR0234  PID         -  MR0234
 MR0234  STATE/COUNTY-  WY/LINCOLN
 MR0234  USGS QUAD   -  KEMMERER (1985)
 MR0234
 MR0234                         *CURRENT SURVEY CONTROL
 MR0234  ___________________________________________________________________
 MR0234* NAD 83(1986)-  41 46 42.     (N)    110 32 05.     (W)     SCALED    
 MR0234* NAVD 88     -      2100.613  (meters)    6891.76   (feet)  ADJUSTED  
 MR0234  ___________________________________________________________________
 MR0234  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 MR0234  DYNAMIC HT  -        2098.795 (meters)    6885.80  (feet)  COMP
 MR0234  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 MR0234
 MR0234  VERT ORDER  -  SECOND    CLASS 0
 MR0234
 MR0234.The horizontal coordinates were scaled from a topographic map and have
 MR0234.an estimated accuracy of +/- 6 seconds.
 MR0234
 MR0234.The orthometric height was determined by differential leveling
 MR0234.and adjusted by the National Geodetic Survey in June 1991..
 MR0234
 MR0234.The geoid height was determined by GEOID03.
 MR0234
 MR0234.The dynamic height is computed by dividing the NAVD 88
 MR0234.geopotential number by the normal gravity value computed on the
 MR0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0234.degrees latitude (g = 980.6199 gals.).
 MR0234
 MR0234.The modeled gravity was interpolated from observed gravity values.
 MR0234
 MR0234;                    North         East    Units  Estimated Accuracy
 MR0234;SPC WY W     -   242,060.      762,480.      MT  (+/- 180 meters Scaled)
 MR0234
 MR0234                          SUPERSEDED SURVEY CONTROL
 MR0234
 MR0234  NGVD 29 (??/??/92) 2099.225  (m)         6887.21   (f) ADJ UNCH    2 0
 MR0234
 MR0234.Superseded values are not recommended for survey control.
 MR0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0234.See file dsdata.txt to determine how the superseded data were derived.
 MR0234
 MR0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM386252(NAD 83)
 MR0234_MARKER: DB = BENCH MARK DISK
 MR0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0234_STAMPING: B 52 1934
 MR0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0234+STABILITY: SURFACE MOTION
 MR0234
 MR0234  HISTORY     - Date     Condition        Report By
 MR0234  HISTORY     - 1934     MONUMENTED       CGS
 MR0234  HISTORY     - 1966     GOOD             NGS
 MR0234
 MR0234                          STATION DESCRIPTION
 MR0234
 MR0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0234'1.2 MI S FROM KEMMERER.
 MR0234'1.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0234'KEMMERER, 7 RAILS SOUTHEAST OF CULVERT 38.75, AT MILEAGE 38.7, AT THE
 MR0234'CROSSING OF A GRAVELED ROAD, 13.8 FEET SOUTHWEST OF THE SOUTHWEST
 MR0234'RAIL, 108 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 58 1/2 FEET
 MR0234'SOUTHWEST AND ACROSS THE TRACK FROM A TELEPHONE POLE WITH A GUY WIRE,
 MR0234'20.7 FEET NORTHEAST OF A FENCE, 1.2 FEET NORTHWEST OF A WITNESS POST,
 MR0234'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 MR0234'PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0051 ***********************************************************************
 NQ0051  DESIGNATION -  B 54 RESET
 NQ0051  PID         -  NQ0051
 NQ0051  STATE/COUNTY-  WY/NIOBRARA
 NQ0051  USGS QUAD   -  LUSK (1981)
 NQ0051
 NQ0051                         *CURRENT SURVEY CONTROL
 NQ0051  ___________________________________________________________________
 NQ0051* NAD 83(1986)-  42 50 18.     (N)    104 24 45.     (W)     SCALED    
 NQ0051* NAVD 88     -      1568.24   (+/-2cm)    5145.1    (feet)  VERTCON   
 NQ0051  ___________________________________________________________________
 NQ0051  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NQ0051
 NQ0051  VERT ORDER  -  THIRD (See Below)
 NQ0051
 NQ0051.The horizontal coordinates were scaled from a topographic map and have
 NQ0051.an estimated accuracy of +/- 6 seconds.
 NQ0051
 NQ0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0051.The vertical order pertains to the NGVD 29 superseded value.
 NQ0051
 NQ0051.The geoid height was determined by GEOID03.
 NQ0051
 NQ0051;                    North         East    Units  Estimated Accuracy
 NQ0051;SPC WY E     -   259,970.      261,650.      MT  (+/- 180 meters Scaled)
 NQ0051
 NQ0051                          SUPERSEDED SURVEY CONTROL
 NQ0051
 NQ0051  NGVD 29 (??/??/??) 1567.53   (m)         5142.8    (f) RESET       3  
 NQ0051
 NQ0051.Superseded values are not recommended for survey control.
 NQ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0051.See file dsdata.txt to determine how the superseded data were derived.
 NQ0051
 NQ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH480430(NAD 83)
 NQ0051_MARKER: DB = BENCH MARK DISK
 NQ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0051_STAMPING: B 54 RESET 1962
 NQ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0051+STABILITY: SURFACE MOTION
 NQ0051
 NQ0051  HISTORY     - Date     Condition        Report By
 NQ0051  HISTORY     - 1963     MONUMENTED       LOCENG
 NQ0051
 NQ0051                          STATION DESCRIPTION
 NQ0051
 NQ0051'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 NQ0051'5.9 MI N FROM LUSK.
 NQ0051'5.9 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 NQ0051'LUSK, 136 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 NQ0051'NORTH OF A WEST CROSS FENCE POST, 3 FEET EAST OF THE RIGHT-OF-WAY
 NQ0051'FENCE, SET IN THE TOP OF A CONCRETE POST.  NOTE-- USE WITH CAUTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0160 ***********************************************************************
 OU0160  DESIGNATION -  B 55 RESET
 OU0160  PID         -  OU0160
 OU0160  STATE/COUNTY-  WY/NIOBRARA
 OU0160  USGS QUAD   -  DIXON RANCH (1981)
 OU0160
 OU0160                         *CURRENT SURVEY CONTROL
 OU0160  ___________________________________________________________________
 OU0160* NAD 83(1986)-  43 18 17.     (N)    104 38 51.     (W)     SCALED    
 OU0160* NAVD 88     -      1296.086  (meters)    4252.24   (feet)  ADJUSTED  
 OU0160  ___________________________________________________________________
 OU0160  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 OU0160  DYNAMIC HT  -        1295.422 (meters)    4250.06  (feet)  COMP
 OU0160  MODELED GRAV-     980,062.5   (mgal)                       NAVD 88
 OU0160
 OU0160  VERT ORDER  -  SECOND    CLASS 0
 OU0160
 OU0160.The horizontal coordinates were scaled from a topographic map and have
 OU0160.an estimated accuracy of +/- 6 seconds.
 OU0160
 OU0160.The orthometric height was determined by differential leveling
 OU0160.and adjusted by the National Geodetic Survey in June 1991..
 OU0160
 OU0160.The geoid height was determined by GEOID03.
 OU0160
 OU0160.The dynamic height is computed by dividing the NAVD 88
 OU0160.geopotential number by the normal gravity value computed on the
 OU0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0160.degrees latitude (g = 980.6199 gals.).
 OU0160
 OU0160.The modeled gravity was interpolated from observed gravity values.
 OU0160
 OU0160;                    North         East    Units  Estimated Accuracy
 OU0160;SPC WY E     -   311,640.      242,120.      MT  (+/- 180 meters Scaled)
 OU0160
 OU0160                          SUPERSEDED SURVEY CONTROL
 OU0160
 OU0160  NGVD 29 (??/??/92) 1295.364  (m)         4249.87   (f) ADJ UNCH    2 0
 OU0160
 OU0160.Superseded values are not recommended for survey control.
 OU0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0160.See file dsdata.txt to determine how the superseded data were derived.
 OU0160
 OU0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH285947(NAD 83)
 OU0160_MARKER: DB = BENCH MARK DISK
 OU0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0160_STAMPING: B 55 1934 RESET 1956
 OU0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0160+STABILITY: SURFACE MOTION
 OU0160
 OU0160  HISTORY     - Date     Condition        Report By
 OU0160  HISTORY     - 1956     MONUMENTED       CGS
 OU0160  HISTORY     - 1957     GOOD             NGS
 OU0160  HISTORY     - 1976     GOOD             USGS
 OU0160
 OU0160                          STATION DESCRIPTION
 OU0160
 OU0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0160'26.4 MI SE FROM DULL CENTER.
 OU0160'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED POST
 OU0160'OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER, THENCE
 OU0160'3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.75 MILES
 OU0160'SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE 12.85 MILES
 OU0160'SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 3.0 MILE SOUTHEAST
 OU0160'ALONG A GRAVELED ROAD, ON TOP OF A RIDGE, BETWEEN 2 GULLEYS,
 OU0160'0.15 MILE NORTH OF A LONE COTTONWOOD TREE, 103 YARDS SOUTHEAST
 OU0160'OF A FENCE, 93 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD,
 OU0160'1.8 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 OU0160'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE
 OU0160'SOUTHWEST 1/4 OF SECTION 34, TOWNSHIP 39 NORTH, RANGE 65 WEST.
 OU0160
 OU0160                          STATION RECOVERY (1976)
 OU0160
 OU0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0160'LANCE CREEK POST OFFICE, 2.4 MI EAST FROM, ALONG STATE HWY. 270,
 OU0160'THENCE 19.2 MI NORTH ALONG A PAVED AND GRADED RD., NEAR THE 1/4 COR.
 OU0160'BETWEEN SECS. 34 & 3, T 38 & 39 N, R, 65 W, ON TOP OF A RIDGE BETWEEN
 OU0160'TWO GULLEYS, 300 FT SOUTH OF A CATTLEGUARD, 93 FT SW. OF THE
 OU0160'CENTERLINE OF THE RD., SET IN THE TOP OF A CONCRETE POST PROJECTING
 OU0160'0.7 FT, STANDARD DISK STAMPED B 55
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0189 ***********************************************************************
 OU0189  DESIGNATION -  B 56
 OU0189  PID         -  OU0189
 OU0189  STATE/COUNTY-  WY/WESTON
 OU0189  USGS QUAD   -  CLARETON (1982)
 OU0189
 OU0189                         *CURRENT SURVEY CONTROL
 OU0189  ___________________________________________________________________
 OU0189* NAD 83(1986)-  43 40 06.     (N)    104 41 58.     (W)     SCALED    
 OU0189* NAVD 88     -      1299.500  (meters)    4263.44   (feet)  ADJUSTED  
 OU0189  ___________________________________________________________________
 OU0189  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 OU0189  DYNAMIC HT  -        1298.872 (meters)    4261.38  (feet)  COMP
 OU0189  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 OU0189
 OU0189  VERT ORDER  -  SECOND    CLASS 0
 OU0189
 OU0189.The horizontal coordinates were scaled from a topographic map and have
 OU0189.an estimated accuracy of +/- 6 seconds.
 OU0189
 OU0189.The orthometric height was determined by differential leveling
 OU0189.and adjusted by the National Geodetic Survey in June 1991..
 OU0189
 OU0189.The geoid height was determined by GEOID03.
 OU0189
 OU0189.The dynamic height is computed by dividing the NAVD 88
 OU0189.geopotential number by the normal gravity value computed on the
 OU0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0189.degrees latitude (g = 980.6199 gals.).
 OU0189
 OU0189.The modeled gravity was interpolated from observed gravity values.
 OU0189
 OU0189;                    North         East    Units  Estimated Accuracy
 OU0189;SPC WY E     -   352,010.      237,680.      MT  (+/- 180 meters Scaled)
 OU0189
 OU0189                          SUPERSEDED SURVEY CONTROL
 OU0189
 OU0189  NGVD 29 (??/??/92) 1298.802  (m)         4261.15   (f) ADJ UNCH    2 0
 OU0189
 OU0189.Superseded values are not recommended for survey control.
 OU0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0189.See file dsdata.txt to determine how the superseded data were derived.
 OU0189
 OU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ242350(NAD 83)
 OU0189_MARKER: DB = BENCH MARK DISK
 OU0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0189_STAMPING: B-56 1934
 OU0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0189+STABILITY: SURFACE MOTION
 OU0189
 OU0189  HISTORY     - Date     Condition        Report By
 OU0189  HISTORY     - 1934     MONUMENTED       CGS
 OU0189  HISTORY     - 1938     GOOD             NGS
 OU0189  HISTORY     - 1975     MARK NOT FOUND   USGS
 OU0189
 OU0189                          STATION DESCRIPTION
 OU0189
 OU0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OU0189'2.5 MI SW FROM CLARETON.
 OU0189'ALONG THE HIGHWAY BETWEEN NEWCASTLE AND HAMPSHIRE, AT TURNOUT
 OU0189'TO WEST, 29 FEET WEST OF CENTERLINE OF HIGHWAY, 2 FEET EAST
 OU0189'OF CORNER POST OF FENCE.  A STANDARD TABLET SET IN TOP OF A
 OU0189'PRECAST CONCRETE POST.
 OU0189
 OU0189                          STATION RECOVERY (1975)
 OU0189
 OU0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OU0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0214 ***********************************************************************
 OU0214  DESIGNATION -  B 57
 OU0214  PID         -  OU0214
 OU0214  STATE/COUNTY-  WY/CONVERSE
 OU0214  USGS QUAD   -  TIN CAN LAKE (1971)
 OU0214
 OU0214                         *CURRENT SURVEY CONTROL
 OU0214  ___________________________________________________________________
 OU0214* NAD 83(1986)-  43 17 25.     (N)    105 08 31.     (W)     SCALED    
 OU0214* NAVD 88     -      1462.029  (meters)    4796.67   (feet)  ADJUSTED  
 OU0214  ___________________________________________________________________
 OU0214  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 OU0214  DYNAMIC HT  -        1461.238 (meters)    4794.08  (feet)  COMP
 OU0214  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 OU0214
 OU0214  VERT ORDER  -  SECOND    CLASS 0
 OU0214
 OU0214.The horizontal coordinates were scaled from a topographic map and have
 OU0214.an estimated accuracy of +/- 6 seconds.
 OU0214
 OU0214.The orthometric height was determined by differential leveling
 OU0214.and adjusted by the National Geodetic Survey in June 1991..
 OU0214
 OU0214.The geoid height was determined by GEOID03.
 OU0214
 OU0214.The dynamic height is computed by dividing the NAVD 88
 OU0214.geopotential number by the normal gravity value computed on the
 OU0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0214.degrees latitude (g = 980.6199 gals.).
 OU0214
 OU0214.The modeled gravity was interpolated from observed gravity values.
 OU0214
 OU0214;                    North         East    Units  Estimated Accuracy
 OU0214;SPC WY E     -   309,900.      202,010.      MT  (+/- 180 meters Scaled)
 OU0214
 OU0214                          SUPERSEDED SURVEY CONTROL
 OU0214
 OU0214  NGVD 29 (??/??/92) 1461.254  (m)         4794.13   (f) ADJ UNCH    2 0
 OU0214
 OU0214.Superseded values are not recommended for survey control.
 OU0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0214.See file dsdata.txt to determine how the superseded data were derived.
 OU0214
 OU0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH884930(NAD 83)
 OU0214_MARKER: DB = BENCH MARK DISK
 OU0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0214_STAMPING: B-57 1934
 OU0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0214+STABILITY: SURFACE MOTION
 OU0214
 OU0214  HISTORY     - Date     Condition        Report By
 OU0214  HISTORY     - 1934     MONUMENTED       CGS
 OU0214
 OU0214                          STATION DESCRIPTION
 OU0214
 OU0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0214'9.8 MI NE FROM DRY CREEK.
 OU0214'2 MILES NORTH ALONG STATE HIGHWAY 387 FROM THE COMMUNITY CENTER
 OU0214'AT DRY CREEK, CONVERSE COUNTY, THENCE ABOUT 7.8 MILES EAST ALONG
 OU0214'THE ROAD LEADING TO DULL CENTER, ABOUT 0.2 MILE WEST OF THE
 OU0214'JUNCTION OF A ROAD, SOUTH OF THE BURDEN RANCH, ON THE EAST SLOPE
 OU0214'OF A HILL, 31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5 FEET
 OU0214'SOUTHWEST OF A FENCE CORNER, AND 5 FEET SOUTH OF THE RIGHT-OF-WAY
 OU0214'FENCE.  A STANDARD DISK, STAMPED B 57 1934 AND SET IN THE TOP
 OU0214'OF A CONCRETE POST.  NOTE-- THE COMMUNITY OF DRY CREEK IS NOW
 OU0214'KNOWN AS BILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0206 ***********************************************************************
 OU0206  DESIGNATION -  B 58
 OU0206  PID         -  OU0206
 OU0206  STATE/COUNTY-  WY/CAMPBELL
 OU0206  USGS QUAD   -  LITTLE THUNDER RESERVOIR (1971)
 OU0206
 OU0206                         *CURRENT SURVEY CONTROL
 OU0206  ___________________________________________________________________
 OU0206* NAD 83(1986)-  43 38 52.     (N)    105 29 52.     (W)     SCALED    
 OU0206* NAVD 88     -      1523.857  (meters)    4999.52   (feet)  ADJUSTED  
 OU0206  ___________________________________________________________________
 OU0206  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 OU0206  DYNAMIC HT  -        1523.024 (meters)    4996.79  (feet)  COMP
 OU0206  MODELED GRAV-     980,019.3   (mgal)                       NAVD 88
 OU0206
 OU0206  VERT ORDER  -  SECOND    CLASS 0
 OU0206
 OU0206.The horizontal coordinates were scaled from a topographic map and have
 OU0206.an estimated accuracy of +/- 6 seconds.
 OU0206
 OU0206.The orthometric height was determined by differential leveling
 OU0206.and adjusted by the National Geodetic Survey in June 1991..
 OU0206
 OU0206.The geoid height was determined by GEOID03.
 OU0206
 OU0206.The dynamic height is computed by dividing the NAVD 88
 OU0206.geopotential number by the normal gravity value computed on the
 OU0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0206.degrees latitude (g = 980.6199 gals.).
 OU0206
 OU0206.The modeled gravity was interpolated from observed gravity values.
 OU0206
 OU0206;                    North         East    Units  Estimated Accuracy
 OU0206;SPC WY E     -   349,670.      173,290.      MT  (+/- 180 meters Scaled)
 OU0206
 OU0206                          SUPERSEDED SURVEY CONTROL
 OU0206
 OU0206  NGVD 29 (??/??/92) 1523.03   (m)         4996.8    (f) COMPUTED    2 0
 OU0206
 OU0206.Superseded values are not recommended for survey control.
 OU0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0206.See file dsdata.txt to determine how the superseded data were derived.
 OU0206
 OU0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ598328(NAD 83)
 OU0206_MARKER: DB = BENCH MARK DISK
 OU0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0206_STAMPING: B 58 1934
 OU0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0206+STABILITY: SURFACE MOTION
 OU0206
 OU0206  HISTORY     - Date     Condition        Report By
 OU0206  HISTORY     - 1934     MONUMENTED       CGS
 OU0206  HISTORY     - 1971     GOOD             USGS
 OU0206
 OU0206                          STATION DESCRIPTION
 OU0206
 OU0206'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0206'9.8 MI SSW FROM RENO JUNCTION.
 OU0206'8.0 MI. S. ALONG STATE HWY. 59 FROM RENO JUNCTION, THEN 0.5 MI.
 OU0206'W. ALONG ROAD TO UNDERWOOD RANCH, THEN 1.0 MI. W. ALONG UNIMPROVED
 OU0206'ROAD TO ROAD FORKS, THEN 0.3 MI. SOUTH TO STATION ON HILL SEVEN
 OU0206'FEET EAST OF CENTERLINE OF ROAD.  A STANDARD DISK STAMPED B 58
 OU0206'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0321 ***********************************************************************
 NQ0321  DESIGNATION -  B 59
 NQ0321  PID         -  NQ0321
 NQ0321  STATE/COUNTY-  WY/CONVERSE
 NQ0321  USGS QUAD   -  CLAUSEN RANCH (1949)
 NQ0321
 NQ0321                         *CURRENT SURVEY CONTROL
 NQ0321  ___________________________________________________________________
 NQ0321* NAD 83(1986)-  42 53 42.     (N)    105 16 33.     (W)     SCALED    
 NQ0321* NAVD 88     -      1591.774  (meters)    5222.35   (feet)  ADJUSTED  
 NQ0321  ___________________________________________________________________
 NQ0321  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 NQ0321  DYNAMIC HT  -        1590.774 (meters)    5219.06  (feet)  COMP
 NQ0321  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 NQ0321
 NQ0321  VERT ORDER  -  SECOND    CLASS 0
 NQ0321
 NQ0321.The horizontal coordinates were scaled from a topographic map and have
 NQ0321.an estimated accuracy of +/- 6 seconds.
 NQ0321
 NQ0321.The orthometric height was determined by differential leveling
 NQ0321.and adjusted by the National Geodetic Survey in June 1991..
 NQ0321
 NQ0321.The geoid height was determined by GEOID03.
 NQ0321
 NQ0321.The dynamic height is computed by dividing the NAVD 88
 NQ0321.geopotential number by the normal gravity value computed on the
 NQ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0321.degrees latitude (g = 980.6199 gals.).
 NQ0321
 NQ0321.The modeled gravity was interpolated from observed gravity values.
 NQ0321
 NQ0321;                    North         East    Units  Estimated Accuracy
 NQ0321;SPC WY E     -   266,000.      191,080.      MT  (+/- 180 meters Scaled)
 NQ0321
 NQ0321                          SUPERSEDED SURVEY CONTROL
 NQ0321
 NQ0321  NGVD 29 (??/??/92) 1590.890  (m)         5219.44   (f) ADJ UNCH    2 0
 NQ0321
 NQ0321.Superseded values are not recommended for survey control.
 NQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0321.See file dsdata.txt to determine how the superseded data were derived.
 NQ0321
 NQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH774491(NAD 83)
 NQ0321_MARKER: DB = BENCH MARK DISK
 NQ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0321_SP_SET: CONCRETE POST
 NQ0321_STAMPING: B 59 1934
 NQ0321_MARK LOGO: CGS   
 NQ0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0321+STABILITY: SURFACE MOTION
 NQ0321
 NQ0321  HISTORY     - Date     Condition        Report By
 NQ0321  HISTORY     - 1934     MONUMENTED       CGS
 NQ0321  HISTORY     - 19780913 GOOD             NGS
 NQ0321
 NQ0321                          STATION DESCRIPTION
 NQ0321
 NQ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0321'11.3 MI NE FROM DOUGLAS.
 NQ0321'ABOUT 11.3 MILES NORTHEAST ALONG STATE HIGHWAY 185 FROM THE
 NQ0321'POST OFFICE AT DOUGLAS, CONVERSE COUNTY, ON THE NORTH SLOPE OF
 NQ0321'THE FIRST HILL NORTH OF A LONG HILL, ABOUT 100 FEET NORTH OF THE
 NQ0321'CREST OF THE HILL, 45.5 FEET EAST OF THE CENTER LINE OF THE
 NQ0321'HIGHWAY, AND 4.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NQ0321'DISK, STAMPED B 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NQ0321
 NQ0321                          STATION RECOVERY (1978)
 NQ0321
 NQ0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NQ0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0779 ***********************************************************************
 NQ0779  DESIGNATION -  B 59 RESET
 NQ0779  PID         -  NQ0779
 NQ0779  STATE/COUNTY-  WY/CONVERSE
 NQ0779  USGS QUAD   -  CLAUSEN RANCH (1949)
 NQ0779
 NQ0779                         *CURRENT SURVEY CONTROL
 NQ0779  ___________________________________________________________________
 NQ0779* NAD 83(1986)-  42 53 42.     (N)    105 16 33.     (W)     SCALED    
 NQ0779* NAVD 88     -      1591.58   (meters)    5221.7    (feet)  RESET     
 NQ0779  ___________________________________________________________________
 NQ0779  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 NQ0779
 NQ0779  VERT ORDER  -  THIRD
 NQ0779
 NQ0779.The horizontal coordinates were scaled from a topographic map and have
 NQ0779.an estimated accuracy of +/- 6 seconds.
 NQ0779
 NQ0779.The orthometric height was computed from unverified reset data.
 NQ0779
 NQ0779.The geoid height was determined by GEOID03.
 NQ0779
 NQ0779;                    North         East    Units  Estimated Accuracy
 NQ0779;SPC WY E     -   266,000.      191,080.      MT  (+/- 180 meters Scaled)
 NQ0779
 NQ0779                          SUPERSEDED SURVEY CONTROL
 NQ0779
 NQ0779  NGVD 29 (03/28/06) 1590.69   (m)         5218.8    (f) RESET       3  
 NQ0779
 NQ0779.Superseded values are not recommended for survey control.
 NQ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0779.See file dsdata.txt to determine how the superseded data were derived.
 NQ0779
 NQ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH774491(NAD 83)
 NQ0779_MARKER: DV = VERTICAL CONTROL DISK
 NQ0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0779_SP_SET: CONCRETE POST
 NQ0779_STAMPING: B 59 RESET 1978
 NQ0779_MARK LOGO: NGS   
 NQ0779_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0779+STABILITY: SURFACE MOTION
 NQ0779
 NQ0779  HISTORY     - Date     Condition        Report By
 NQ0779  HISTORY     - 1978     MONUMENTED       NGS
 NQ0779
 NQ0779                          STATION DESCRIPTION
 NQ0779
 NQ0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 NQ0779'11.8 MILES (19.0 KM) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION
 NQ0779'OF US HIGHWAYS 20, 26, 87 AND STATE HIGHWAY 59 IN DOUGLAS, 125 FEET
 NQ0779'(38.1 M) EAST OF CENTER OF NEW CENTERLINE OF STATE HIGHWAY 59, 15
 NQ0779'FEET (4.6 M) EAST OF NEW HIGHWAY RIGHT-OF-WAY FENCE LINE, 1.9 FEET
 NQ0779'(0.6 M) NORTH OF A METAL WITNESS POST, SET IN TOP OF A CONCRETE POST
 NQ0779'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0143 ***********************************************************************
 MR0143  DESIGNATION -  B 6
 MR0143  PID         -  MR0143
 MR0143  STATE/COUNTY-  WY/UINTA
 MR0143  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0143
 MR0143                         *CURRENT SURVEY CONTROL
 MR0143  ___________________________________________________________________
 MR0143* NAD 83(1986)-  41 11 34.     (N)    110 51 15.     (W)     SCALED    
 MR0143* NAVD 88     -      2154.079  (meters)    7067.17   (feet)  POSTED    
 MR0143  ___________________________________________________________________
 MR0143  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 MR0143  DYNAMIC HT  -        2152.050 (meters)    7060.52  (feet)  COMP
 MR0143  MODELED GRAV-     979,606.9   (mgal)                       NAVD 88
 MR0143
 MR0143  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MR0143
 MR0143.The horizontal coordinates were scaled from a topographic map and have
 MR0143.an estimated accuracy of +/- 6 seconds.
 MR0143
 MR0143.The orthometric height was determined by differential leveling
 MR0143.and adjusted by the National Geodetic Survey in 1992..
 MR0143.No vertical observational check was made to the station.
 MR0143.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MR0143.was located on a no-check spur therefore a value was not computed.
 MR0143
 MR0143.The geoid height was determined by GEOID03.
 MR0143
 MR0143.The dynamic height is computed by dividing the NAVD 88
 MR0143.geopotential number by the normal gravity value computed on the
 MR0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0143.degrees latitude (g = 980.6199 gals.).
 MR0143
 MR0143.The modeled gravity was interpolated from observed gravity values.
 MR0143
 MR0143;                    North         East    Units  Estimated Accuracy
 MR0143;SPC WY W     -   177,220.      735,340.      MT  (+/- 180 meters Scaled)
 MR0143
 MR0143                          SUPERSEDED SURVEY CONTROL
 MR0143
 MR0143.No superseded survey control is available for this station.
 MR0143
 MR0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL122601(NAD 83)
 MR0143_MARKER: Q = CHISELED SQUARE
 MR0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0143_SP_SET: LIMESTONE POST
 MR0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0143+STABILITY: SURFACE MOTION
 MR0143
 MR0143  HISTORY     - Date     Condition        Report By
 MR0143  HISTORY     - 1903     MONUMENTED       CGS
 MR0143  HISTORY     - 1958     MARK NOT FOUND   NGS
 MR0143
 MR0143                          STATION DESCRIPTION
 MR0143
 MR0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0143'IN KNIGHT.
 MR0143'AT THE FORMER SITE OF KNIGHT, UINTA COUNTY, ON THE UNION PACIFIC
 MR0143'RAILROAD, 100 YARDS EAST OF THE STATION, 150 PACES SOUTH OF THE TRACK,
 MR0143'AND IN LINE WITH THE FRONT OF THE SECTION HOUSE.  THE BOTTOM OF A
 MR0143'SQUARE HOLE, SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE
 MR0143'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0157 ***********************************************************************
 PV0157  DESIGNATION -  B 60
 PV0157  PID         -  PV0157
 PV0157  STATE/COUNTY-  WY/CROOK
 PV0157  USGS QUAD   -  OSHOTO (1984)
 PV0157
 PV0157                         *CURRENT SURVEY CONTROL
 PV0157  ___________________________________________________________________
 PV0157* NAD 83(1986)-  44 33 24.     (N)    104 54 21.     (W)     SCALED    
 PV0157* NAVD 88     -      1278.572  (meters)    4194.78   (feet)  ADJUSTED  
 PV0157  ___________________________________________________________________
 PV0157  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 PV0157  DYNAMIC HT  -        1278.117 (meters)    4193.29  (feet)  COMP
 PV0157  MODELED GRAV-     980,217.1   (mgal)                       NAVD 88
 PV0157
 PV0157  VERT ORDER  -  SECOND    CLASS 0
 PV0157
 PV0157.The horizontal coordinates were scaled from a topographic map and have
 PV0157.an estimated accuracy of +/- 6 seconds.
 PV0157
 PV0157.The orthometric height was determined by differential leveling
 PV0157.and adjusted by the National Geodetic Survey in June 1991..
 PV0157
 PV0157.The geoid height was determined by GEOID03.
 PV0157
 PV0157.The dynamic height is computed by dividing the NAVD 88
 PV0157.geopotential number by the normal gravity value computed on the
 PV0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0157.degrees latitude (g = 980.6199 gals.).
 PV0157
 PV0157.The modeled gravity was interpolated from observed gravity values.
 PV0157
 PV0157;                    North         East    Units  Estimated Accuracy
 PV0157;SPC WY E     -   450,630.      220,720.      MT  (+/- 180 meters Scaled)
 PV0157
 PV0157                          SUPERSEDED SURVEY CONTROL
 PV0157
 PV0157  NGVD 29 (??/??/92) 1277.960  (m)         4192.77   (f) ADJ UNCH    2 0
 PV0157
 PV0157.Superseded values are not recommended for survey control.
 PV0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0157.See file dsdata.txt to determine how the superseded data were derived.
 PV0157
 PV0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK074337(NAD 83)
 PV0157_MARKER: DB = BENCH MARK DISK
 PV0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0157_STAMPING: B 60 1934
 PV0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0157+STABILITY: SURFACE MOTION
 PV0157
 PV0157  HISTORY     - Date     Condition        Report By
 PV0157  HISTORY     - 1934     MONUMENTED       CGS
 PV0157
 PV0157                          STATION DESCRIPTION
 PV0157
 PV0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0157'1.2 MI E FROM CARLILE.
 PV0157'1.2 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PV0157'CARLILE, CROOK COUNTY, THENCE ABOUT 8.2 MILES NORTHWEST ALONG
 PV0157'THE ROAD LEADING TO STRONER VIA OSHOTO, ABOUT 500 FEET NORTHWEST
 PV0157'OF THE BROSA RANCH, ABOUT 140 FEET SOUTHEAST OF A LARGE TWIN
 PV0157'PINE IN LINE WITH THE ROAD PROJECTED, 34 FEET WEST OF THE
 PV0157'CENTER LINE OF THE ROAD, 4.5 FEET WEST OF A NORTH-AND-SOUTH
 PV0157'FENCE, AND 3.5 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD
 PV0157'DISK, STAMPED B 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0004 ***********************************************************************
 PV0004  DESIGNATION -  B 61
 PV0004  PID         -  PV0004
 PV0004  STATE/COUNTY-  WY/CROOK
 PV0004  USGS QUAD   -  SHEPARD RESERVOIR (1984)
 PV0004
 PV0004                         *CURRENT SURVEY CONTROL
 PV0004  ___________________________________________________________________
 PV0004* NAD 83(1986)-  44 56 39.     (N)    104 13 46.     (W)     SCALED    
 PV0004* NAVD 88     -      1041.920  (meters)    3418.37   (feet)  ADJUSTED  
 PV0004  ___________________________________________________________________
 PV0004  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 PV0004  DYNAMIC HT  -        1041.648 (meters)    3417.47  (feet)  COMP
 PV0004  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 PV0004
 PV0004  VERT ORDER  -  SECOND    CLASS 0
 PV0004
 PV0004.The horizontal coordinates were scaled from a topographic map and have
 PV0004.an estimated accuracy of +/- 6 seconds.
 PV0004
 PV0004.The orthometric height was determined by differential leveling
 PV0004.and adjusted by the National Geodetic Survey in June 1991..
 PV0004
 PV0004.The geoid height was determined by GEOID03.
 PV0004
 PV0004.The dynamic height is computed by dividing the NAVD 88
 PV0004.geopotential number by the normal gravity value computed on the
 PV0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0004.degrees latitude (g = 980.6199 gals.).
 PV0004
 PV0004.The modeled gravity was interpolated from observed gravity values.
 PV0004
 PV0004;                    North         East    Units  Estimated Accuracy
 PV0004;SPC WY E     -   494,090.      273,960.      MT  (+/- 180 meters Scaled)
 PV0004
 PV0004                          SUPERSEDED SURVEY CONTROL
 PV0004
 PV0004  NGVD 29 (??/??/92) 1041.378  (m)         3416.59   (f) ADJ UNCH    2 0
 PV0004
 PV0004.Superseded values are not recommended for survey control.
 PV0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0004.See file dsdata.txt to determine how the superseded data were derived.
 PV0004
 PV0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK607770(NAD 83)
 PV0004_MARKER: DB = BENCH MARK DISK
 PV0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0004_STAMPING: B 61 1934
 PV0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0004+STABILITY: SURFACE MOTION
 PV0004
 PV0004  HISTORY     - Date     Condition        Report By
 PV0004  HISTORY     - 1934     MONUMENTED       CGS
 PV0004  HISTORY     - 1957     GOOD             USGS
 PV0004
 PV0004                          STATION DESCRIPTION
 PV0004
 PV0004'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0004'4.3 MI NW FROM COLONY.
 PV0004'4.3 MILES NORTHWEST ALONG THE ALZADA-BELLE FOURCHE HIGHWAY (OLD
 PV0004'U.S. HIGHWAY 212) FROM COLONY, CROOK COUNTY, 1.4 MILE NORTHWEST
 PV0004'ALONG OLD U.S. HIGHWAY 212, 0.7 MILE NORTHWEST ALONG SCAR OF
 PV0004'OLD HIGHWAY, ON LINE BETWEEN SECTION 12, T57N, R62W, AND SECTION
 PV0004'7 T57N, R61W, 38 FEET SOUTHWEST OF CENTERLINE OF OLD HIGHWAY, AT
 PV0004'A FENCE CORNER, 2.0 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 PV0004'A STANDARD DISK, STAMPED B 61 1934 AND SET IN THE TOP OF A
 PV0004'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0064 ***********************************************************************
 PV0064  DESIGNATION -  B 62
 PV0064  PID         -  PV0064
 PV0064  STATE/COUNTY-  WY/CROOK
 PV0064  USGS QUAD   -  SUNDANCE EAST (1984)
 PV0064
 PV0064                         *CURRENT SURVEY CONTROL
 PV0064  ___________________________________________________________________
 PV0064* NAD 83(1986)-  44 25 04.     (N)    104 20 17.     (W)     SCALED    
 PV0064* NAVD 88     -      1412.594  (meters)    4634.49   (feet)  ADJUSTED  
 PV0064  ___________________________________________________________________
 PV0064  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 PV0064  DYNAMIC HT  -        1412.042 (meters)    4632.67  (feet)  COMP
 PV0064  MODELED GRAV-     980,177.0   (mgal)                       NAVD 88
 PV0064
 PV0064  VERT ORDER  -  SECOND    CLASS 0
 PV0064
 PV0064.The horizontal coordinates were scaled from a topographic map and have
 PV0064.an estimated accuracy of +/- 6 seconds.
 PV0064
 PV0064.The orthometric height was determined by differential leveling
 PV0064.and adjusted by the National Geodetic Survey in June 1991..
 PV0064
 PV0064.The geoid height was determined by GEOID03.
 PV0064
 PV0064.The dynamic height is computed by dividing the NAVD 88
 PV0064.geopotential number by the normal gravity value computed on the
 PV0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0064.degrees latitude (g = 980.6199 gals.).
 PV0064
 PV0064.The modeled gravity was interpolated from observed gravity values.
 PV0064
 PV0064;                    North         East    Units  Estimated Accuracy
 PV0064;SPC WY E     -   435,500.      265,990.      MT  (+/- 180 meters Scaled)
 PV0064
 PV0064                          SUPERSEDED SURVEY CONTROL
 PV0064
 PV0064  NGVD 29 (??/??/92) 1411.973  (m)         4632.45   (f) ADJ UNCH    2 0
 PV0064
 PV0064.Superseded values are not recommended for survey control.
 PV0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0064.See file dsdata.txt to determine how the superseded data were derived.
 PV0064
 PV0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK526184(NAD 83)
 PV0064_MARKER: DB = BENCH MARK DISK
 PV0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0064_STAMPING: B 62 1934
 PV0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0064+STABILITY: SURFACE MOTION
 PV0064
 PV0064  HISTORY     - Date     Condition        Report By
 PV0064  HISTORY     - 1934     MONUMENTED       CGS
 PV0064  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0064  HISTORY     - 19910828 MARK NOT FOUND   NGS
 PV0064
 PV0064                          STATION DESCRIPTION
 PV0064
 PV0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0064'1.8 MI NE FROM SUNDANCE.
 PV0064'1.85 MILES NORTHEAST FROM COURTHOUSE.  ALONG U.S. HIGHWAY 16,
 PV0064'BETWEEN SUNDANCE AND BEULAH, NEAR A PLACE WHERE OLD AND NEW
 PV0064'LOCATIONS OF HIGHWAY JOINS, IN THE ANGLE OF THE INTERSECTION
 PV0064'OF THE TWO HIGHWAYS, 52 FEET NORTHWEST OF THE CENTERLINE OF THE
 PV0064'PRESENT HIGHWAY, AND 21 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PV0064'OLD HIGHWAY.  STANDARD DISK STAMPED B 62 1934.
 PV0064
 PV0064                          STATION RECOVERY (1957)
 PV0064
 PV0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PV0064'MARK NOT FOUND.
 PV0064
 PV0064                          STATION RECOVERY (1991)
 PV0064
 PV0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0064'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0018 ***********************************************************************
 MO0018  DESIGNATION -  B 63
 MO0018  PID         -  MO0018
 MO0018  STATE/COUNTY-  WY/GOSHEN
 MO0018  USGS QUAD   -  HAWK SPRINGS (1990)
 MO0018
 MO0018                         *CURRENT SURVEY CONTROL
 MO0018  ___________________________________________________________________
 MO0018* NAD 83(1986)-  41 52 16.     (N)    104 18 24.     (W)     SCALED    
 MO0018* NAVD 88     -      1308.225  (meters)    4292.07   (feet)  ADJUSTED  
 MO0018  ___________________________________________________________________
 MO0018  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 MO0018  DYNAMIC HT  -        1307.353 (meters)    4289.21  (feet)  COMP
 MO0018  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 MO0018
 MO0018  VERT ORDER  -  SECOND    CLASS 0
 MO0018
 MO0018.The horizontal coordinates were scaled from a topographic map and have
 MO0018.an estimated accuracy of +/- 6 seconds.
 MO0018
 MO0018.The orthometric height was determined by differential leveling
 MO0018.and adjusted by the National Geodetic Survey in June 1991..
 MO0018
 MO0018.The geoid height was determined by GEOID03.
 MO0018
 MO0018.The dynamic height is computed by dividing the NAVD 88
 MO0018.geopotential number by the normal gravity value computed on the
 MO0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0018.degrees latitude (g = 980.6199 gals.).
 MO0018
 MO0018.The modeled gravity was interpolated from observed gravity values.
 MO0018
 MO0018;                    North         East    Units  Estimated Accuracy
 MO0018;SPC WY E     -   152,620.      271,390.      MT  (+/- 180 meters Scaled)
 MO0018
 MO0018                          SUPERSEDED SURVEY CONTROL
 MO0018
 MO0018  NGVD 29 (??/??/92) 1307.448  (m)         4289.52   (f) ADJ UNCH    2 0
 MO0018
 MO0018.Superseded values are not recommended for survey control.
 MO0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0018.See file dsdata.txt to determine how the superseded data were derived.
 MO0018
 MO0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG575356(NAD 83)
 MO0018_MARKER: DB = BENCH MARK DISK
 MO0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0018_STAMPING: B 63 1934
 MO0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0018+STABILITY: SURFACE MOTION
 MO0018
 MO0018  HISTORY     - Date     Condition        Report By
 MO0018  HISTORY     - 1934     MONUMENTED       CGS
 MO0018  HISTORY     - 1941     GOOD             NGS
 MO0018
 MO0018                          STATION DESCRIPTION
 MO0018
 MO0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0018'3.9 MI S FROM YODER.
 MO0018'3.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0018'AT YODER, AT THE SOUTH END OF THE SIDING AT GOODLAND, 0.14 MILE
 MO0018'SOUTH OF MILEPOST 59, AT A HIGHWAY CROSSING, 44.7 FEET NORTH
 MO0018'OF THE CENTERLINE OF THE HIGHWAY, 74.1 FEET EAST OF THE EAST
 MO0018'RAIL, 18.3 FEET NORTH OF THE CORNER OF THE HIGHWAY RIGHT-OF-WAY
 MO0018'FENCE AND THE RAILROAD RIGHT-OF-WAY FENCE, 5 FEET WEST OF THE
 MO0018'RAILROAD RIGHT-OF-WAY FENCE, AND 5.9 FEET NORTHWEST OF A RAILROAD
 MO0018'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED B 63 1934
 MO0018'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0178 ***********************************************************************
 NQ0178  DESIGNATION -  B 64
 NQ0178  PID         -  NQ0178
 NQ0178  STATE/COUNTY-  WY/GOSHEN
 NQ0178  USGS QUAD   -  REGISTER CLIFF (1990)
 NQ0178
 NQ0178                         *CURRENT SURVEY CONTROL
 NQ0178  ___________________________________________________________________
 NQ0178* NAD 83(1986)-  42 14 51.     (N)    104 39 19.     (W)     SCALED    
 NQ0178* NAVD 88     -      1310.297  (meters)    4298.87   (feet)  ADJUSTED  
 NQ0178  ___________________________________________________________________
 NQ0178  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 NQ0178  DYNAMIC HT  -        1309.493 (meters)    4296.23  (feet)  COMP
 NQ0178  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 NQ0178
 NQ0178  VERT ORDER  -  SECOND    CLASS 0
 NQ0178
 NQ0178.The horizontal coordinates were scaled from a topographic map and have
 NQ0178.an estimated accuracy of +/- 6 seconds.
 NQ0178
 NQ0178.The orthometric height was determined by differential leveling
 NQ0178.and adjusted by the National Geodetic Survey in June 1991..
 NQ0178
 NQ0178.The geoid height was determined by GEOID03.
 NQ0178
 NQ0178.The dynamic height is computed by dividing the NAVD 88
 NQ0178.geopotential number by the normal gravity value computed on the
 NQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0178.degrees latitude (g = 980.6199 gals.).
 NQ0178
 NQ0178.The modeled gravity was interpolated from observed gravity values.
 NQ0178
 NQ0178;                    North         East    Units  Estimated Accuracy
 NQ0178;SPC WY E     -   194,190.      242,200.      MT  (+/- 180 meters Scaled)
 NQ0178
 NQ0178                          SUPERSEDED SURVEY CONTROL
 NQ0178
 NQ0178  NGVD 29 (??/??/92) 1309.527  (m)         4296.34   (f) ADJ UNCH    2 0
 NQ0178
 NQ0178.Superseded values are not recommended for survey control.
 NQ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0178.See file dsdata.txt to determine how the superseded data were derived.
 NQ0178
 NQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG284773(NAD 83)
 NQ0178_MARKER: DB = BENCH MARK DISK
 NQ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0178_STAMPING: B 64 1934
 NQ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0178+STABILITY: SURFACE MOTION
 NQ0178
 NQ0178  HISTORY     - Date     Condition        Report By
 NQ0178  HISTORY     - 1934     MONUMENTED       CGS
 NQ0178  HISTORY     - 1941     GOOD             NGS
 NQ0178
 NQ0178                          STATION DESCRIPTION
 NQ0178
 NQ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0178'5 MI SE FROM GUERNSEY.
 NQ0178'IN GOSHEN COUNTY, 5.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON
 NQ0178'AND QUINCY RAILROAD FROM THE STATION AT GUERNSEY, PLATTE COUNTY,
 NQ0178'OPPOSITE MILEPOST 90, 94.9 FEET SOUTHEAST OF THE PLATTE-GOSHEN
 NQ0178'COUNTY LINE SIGN, 57.6 FEET SOUTHWEST OF THE INTERSECTION OF THE
 NQ0178'SOUTH RAIL AND THE WEST ABUTMENT OF BRIDGE 89.99, 49.4 FEET SOUTH
 NQ0178'OF THE SOUTH RAIL, AND 2.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 NQ0178'A STANDARD DISK, STAMPED B 64 1934 AND SET IN THE TOP OF A
 NQ0178'CONCRETE POST.  NOTE-- THE MARK IS 500 FEET EAST OF A FARM-ROAD
 NQ0178'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0615 ***********************************************************************
 MO0615  DESIGNATION -  B 65 RESET
 MO0615  PID         -  MO0615
 MO0615  STATE/COUNTY-  WY/ALBANY
 MO0615  USGS QUAD   -  LARAMIE (1978)
 MO0615
 MO0615                         *CURRENT SURVEY CONTROL
 MO0615  ___________________________________________________________________
 MO0615* NAD 83(1986)-  41 18 42.     (N)    105 35 34.     (W)     SCALED    
 MO0615* NAVD 88     -      2183.602  (meters)    7164.03   (feet)  ADJUSTED  
 MO0615  ___________________________________________________________________
 MO0615  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 MO0615  DYNAMIC HT  -        2181.723 (meters)    7157.87  (feet)  COMP
 MO0615  MODELED GRAV-     979,683.2   (mgal)                       NAVD 88
 MO0615
 MO0615  VERT ORDER  -  FIRST     CLASS II
 MO0615
 MO0615.The horizontal coordinates were scaled from a topographic map and have
 MO0615.an estimated accuracy of +/- 6 seconds.
 MO0615
 MO0615.The orthometric height was determined by differential leveling
 MO0615.and adjusted by the National Geodetic Survey in June 1991..
 MO0615
 MO0615.The geoid height was determined by GEOID03.
 MO0615
 MO0615.The dynamic height is computed by dividing the NAVD 88
 MO0615.geopotential number by the normal gravity value computed on the
 MO0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0615.degrees latitude (g = 980.6199 gals.).
 MO0615
 MO0615.The modeled gravity was interpolated from observed gravity values.
 MO0615
 MO0615;                    North         East    Units  Estimated Accuracy
 MO0615;SPC WY E     -    90,220.      164,320.      MT  (+/- 180 meters Scaled)
 MO0615
 MO0615                          SUPERSEDED SURVEY CONTROL
 MO0615
 MO0615  NGVD 29 (06/08/92) 2182.559  (m)         7160.61   (f) ADJUSTED    1 2
 MO0615
 MO0615.Superseded values are not recommended for survey control.
 MO0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0615.See file dsdata.txt to determine how the superseded data were derived.
 MO0615
 MO0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF503735(NAD 83)
 MO0615_MARKER: DD = SURVEY DISK
 MO0615_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MO0615+WITH SETTING: PAVEMENT
 MO0615_STAMPING: B 65 RESET 1962
 MO0615_MARK LOGO: USGS  
 MO0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0615+STABILITY: SURFACE MOTION
 MO0615
 MO0615  HISTORY     - Date     Condition        Report By
 MO0615  HISTORY     - 1962     MONUMENTED       USGS
 MO0615  HISTORY     - 1983     GOOD             NGS
 MO0615  HISTORY     - 19920830 GOOD             USPSQD
 MO0615
 MO0615                          STATION DESCRIPTION
 MO0615
 MO0615'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MO0615'AT LARAMIE.
 MO0615'AT LARAMIE, 9.0 FEET NORTHWEST OF THE MAIN ENTRANCE TO THE CITY
 MO0615'HALL, 0.6 FEET ABOVE THE LEVEL OF THE SIDEWALK, IN THE SW 1/4
 MO0615'OF SECTION 33, T 16 N, AND R 73 W, A USGS BENCH MARK DISK SET IN
 MO0615'THE NORTHEAST CORNER AND ON THE TOP OF THE FIRST STEP AT THE
 MO0615'ENTRANCE TO THE BUILDING.
 MO0615
 MO0615                          STATION RECOVERY (1983)
 MO0615
 MO0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0615'RECOVERED IN GOOD CONDITION.
 MO0615
 MO0615                          STATION RECOVERY (1992)
 MO0615
 MO0615'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0576 ***********************************************************************
 MO0576  DESIGNATION -  B 66
 MO0576  PID         -  MO0576
 MO0576  STATE/COUNTY-  WY/ALBANY
 MO0576  USGS QUAD   -  RED BUTTES (1978)
 MO0576
 MO0576                         *CURRENT SURVEY CONTROL
 MO0576  ___________________________________________________________________
 MO0576* NAD 83(1993)-  41 14 46.97099(N)    105 36 07.94698(W)     ADJUSTED  
 MO0576* NAVD 88     -      2198.532  (meters)    7213.02   (feet)  ADJUSTED  
 MO0576  ___________________________________________________________________
 MO0576  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 MO0576  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0576  DYNAMIC HT  -        2196.575 (meters)    7206.60  (feet)  COMP
 MO0576  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 MO0576
 MO0576  HORZ ORDER  -  SECOND
 MO0576  VERT ORDER  -  FIRST     CLASS II
 MO0576
 MO0576.The horizontal coordinates were established by classical geodetic methods
 MO0576.and adjusted by the National Geodetic Survey in January 1997..
 MO0576
 MO0576.The orthometric height was determined by differential leveling
 MO0576.and adjusted by the National Geodetic Survey in June 1991..
 MO0576
 MO0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0576
 MO0576.The geoid height was determined by GEOID03.
 MO0576
 MO0576.The dynamic height is computed by dividing the NAVD 88
 MO0576.geopotential number by the normal gravity value computed on the
 MO0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0576.degrees latitude (g = 980.6199 gals.).
 MO0576
 MO0576.The modeled gravity was interpolated from observed gravity values.
 MO0576
 MO0576;                    North         East     Units Scale Factor Converg.
 MO0576;SPC WY E     -    82,972.979   163,494.722   MT  0.99995389   -0 17 13.8
 MO0576;UTM  13      - 4,566,283.086   449,542.371   MT  0.99963133   -0 23 49.4
 MO0576
 MO0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0576!SPC WY E     -   0.99965707  x   0.99995389  =   0.99961098
 MO0576!UTM  13      -   0.99965707  x   0.99963133  =   0.99928853
 MO0576
 MO0576                          SUPERSEDED SURVEY CONTROL
 MO0576
 MO0576  NAD 83(1986)-  41 14 46.95404(N)    105 36 07.94557(W) AD(       ) 2
 MO0576  NAD 27      -  41 14 47.02300(N)    105 36 05.97400(W) AD(       ) 2
 MO0576  NGVD 29 (06/08/92) 2197.432  (m)         7209.41   (f) ADJUSTED    1 2
 MO0576
 MO0576.Superseded values are not recommended for survey control.
 MO0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0576.See file dsdata.txt to determine how the superseded data were derived.
 MO0576
 MO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4954266283(NAD 83)
 MO0576_MARKER: DB = BENCH MARK DISK
 MO0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0576_SP_SET: CONCRETE POST
 MO0576_STAMPING: B 66 1934
 MO0576_MARK LOGO: CGS   
 MO0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0576+STABILITY: SURFACE MOTION
 MO0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0576+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1992
 MO0576
 MO0576  HISTORY     - Date     Condition        Report By
 MO0576  HISTORY     - 1934     MONUMENTED       CGS
 MO0576  HISTORY     - 1948     GOOD             CGS
 MO0576  HISTORY     - 1956     GOOD             NGS
 MO0576  HISTORY     - 1962     GOOD             USGS
 MO0576  HISTORY     - 1983     GOOD             NGS
 MO0576  HISTORY     - 19920818 GOOD             NGS
 MO0576  HISTORY     - 19920831 GOOD             USPSQD
 MO0576
 MO0576                          STATION DESCRIPTION
 MO0576
 MO0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MO0576'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF LARAMIE, ALONG
 MO0576'THE EAST SIDE OF THE UNION PACIFIC RAILROAD, 1.5 MILE SOUTH
 MO0576'OF THE MONOLITH PORTLAND CEMENT PLANT.
 MO0576'
 MO0576'TO REACH FROM THE POST OFFICE IN LARAMIE.  GO WEST 1 BLOCK,
 MO0576'THEN LEFT (SOUTH) WHICH IS U.S. HIGHWAY 287 FOR 3.15 MILES TO THE
 MO0576'ENTRANCE TO THE MONOLITH PORTLAND CEMENT PLANT.  CONTINUE SOUTH
 MO0576'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MO0576'TO REACH STATION MONOLITH CONTINUE SOUTH ALONG HIGHWAY
 MO0576'FOR 0.85 MILE TO STATION MONOLITH ON THE RIGHT.  A DRIVE
 MO0576'STATION.
 MO0576'
 MO0576'THE STATION MARK, A U.S. COAST AND GEODETIC SURVEY BENCH
 MO0576'MARK, IS APPROXIMATELY THE SAME ELEVATION AS STATION MONOLITH, 38
 MO0576'PACES WEST OF THE CENTER LINE OF HIGHWAY, 17 PACES EAST OF MILEPOST
 MO0576'562, 6 FEET EAST OF FENCE LINE, SET IN TOP OF A 12 X 12
 MO0576'CONCRETE POST, PROJECTS 2 INCHES, STAMPED, B 66 1934.
 MO0576
 MO0576                          STATION RECOVERY (1956)
 MO0576
 MO0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MO0576'4.7 MI N FROM RED BUTTES.
 MO0576'4.7 MILES NORTH ALONG THE WEST TRACK OF THE UNION PACIFIC
 MO0576'RAILROAD FROM THE STATION SIGN AT RED BUTTES, 47.0 FEET SOUTH
 MO0576'OF TRIANGULATION STATION MONOLITH 1948, 7.8 FEET EAST OF MILEPOST
 MO0576'562, 17.2 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 MO0576'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN SECTION 29,
 MO0576'TOWNSHIP 15 NORTH, RANGE 73 WEST, 87.8 FEET EAST OF THE EAST
 MO0576'RAIL.
 MO0576
 MO0576                          STATION RECOVERY (1962)
 MO0576
 MO0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (ED)
 MO0576'RECOVERED AS FOLLOWS
 MO0576'
 MO0576'STATION MONOLITH IS BADLY DAMAGED AND TILTED.  THE DESCRIPTION IS
 MO0576'ADEQUATE AT PRESENT, HOWEVER, WITH THE DESTRUCTION OF THE OLD POST
 MO0576'OFFICE AND NEW HIGHWAY CONSTRUCTION, A NEW DESCRIPTION WILL BE
 MO0576'NECESSARY IN THE NEAR FUTURE.
 MO0576'
 MO0576'STATION MARK--STANDARD USC AND GS BENCH MARK DISK, IN CONCRETE POST,
 MO0576'PROJECTING ABOUT 0.2 FT., STAMPED ---B 66 1934---.
 MO0576'
 MO0576'REFERENCE MARKS--NONE.
 MO0576
 MO0576                          STATION RECOVERY (1983)
 MO0576
 MO0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0576'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.9 KM (4.3 MI)
 MO0576'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MO0576'LARAMIE.
 MO0576
 MO0576                          STATION RECOVERY (1992)
 MO0576
 MO0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MO0576'STATION IS LOCATED ABOUT 7 KM (4.3 MI) SOUTH OF LARAMIE, ALONG U.S.
 MO0576'HIGHWAY 287, IN THE WIDE MEDIAN BETWEEN THE HIGHWAY AND RAILROAD
 MO0576'TRACKS (OLD HIGHWAY RIGHT-OF-WAY).  OWNERSHIP--WYOMING DEPARTMENT OF
 MO0576'TRANSPORTATION.
 MO0576'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 MO0576'AND U.S. HIGHWAY 287 ON THE SOUTH SIDE OF LARAMIE, GO SOUTH ON
 MO0576'HIGHWAY 287 FOR 3.97 KM (2.47 MI) TO A CROSSROAD (COUNTY ROAD 22 ON
 MO0576'THE LEFT, ROAD TO CEMENT PLANT ON THE RIGHT).  CONTINUE AHEAD FOR
 MO0576'1.89 KM (1.17 MI) TO THE STATION ON THE RIGHT.
 MO0576'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 MO0576'PROJECTING 3 CM ABOVE GROUND.  IT IS 33.7 M (110.6 FT) WEST OF THE
 MO0576'RIGHT-OF-WAY FENCE, 0.6 M (2.0 FT) WEST OF A FIBERGLASS WITNESS POST,
 MO0576'2.4 M (7.9 FT) EAST OF A UTILITY POLE WITH RAILROAD MILEPOST B-562
 MO0576'ATTACHED, 5.3 M (17.4 FT) EAST OF THE RAILROAD RIGHT-OF-WAY FENCE,
 MO0576'AND 14.4 M (47.2 FT) SOUTH OF TRIANGULATION STATION MONOLITH 1948.
 MO0576
 MO0576                          STATION RECOVERY (1992)
 MO0576
 MO0576'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0333 ***********************************************************************
 OX0333  DESIGNATION -  B 67
 OX0333  PID         -  OX0333
 OX0333  STATE/COUNTY-  WY/LINCOLN
 OX0333  USGS QUAD   -  ETNA (1966)
 OX0333
 OX0333                         *CURRENT SURVEY CONTROL
 OX0333  ___________________________________________________________________
 OX0333* NAD 83(1986)-  43 06 47.     (N)    111 01 23.     (W)     SCALED    
 OX0333* NAVD 88     -      1725.566  (meters)    5661.29   (feet)  ADJUSTED  
 OX0333  ___________________________________________________________________
 OX0333  GEOID HEIGHT-         -10.61  (meters)                     GEOID03
 OX0333  DYNAMIC HT  -        1724.418 (meters)    5657.53  (feet)  COMP
 OX0333  MODELED GRAV-     979,894.1   (mgal)                       NAVD 88
 OX0333
 OX0333  VERT ORDER  -  SECOND    CLASS 0
 OX0333
 OX0333.The horizontal coordinates were scaled from a topographic map and have
 OX0333.an estimated accuracy of +/- 6 seconds.
 OX0333
 OX0333.The orthometric height was determined by differential leveling
 OX0333.and adjusted by the National Geodetic Survey in June 1991..
 OX0333
 OX0333.The geoid height was determined by GEOID03.
 OX0333
 OX0333.The dynamic height is computed by dividing the NAVD 88
 OX0333.geopotential number by the normal gravity value computed on the
 OX0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0333.degrees latitude (g = 980.6199 gals.).
 OX0333
 OX0333.The modeled gravity was interpolated from observed gravity values.
 OX0333
 OX0333;                    North         East    Units  Estimated Accuracy
 OX0333;SPC WY W     -   390,640.      723,520.      MT  (+/- 180 meters Scaled)
 OX0333
 OX0333                          SUPERSEDED SURVEY CONTROL
 OX0333
 OX0333  NGVD 29 (??/??/92) 1724.330  (m)         5657.24   (f) ADJ UNCH    2 0
 OX0333
 OX0333.Superseded values are not recommended for survey control.
 OX0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0333.See file dsdata.txt to determine how the superseded data were derived.
 OX0333
 OX0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN981733(NAD 83)
 OX0333_MARKER: DB = BENCH MARK DISK
 OX0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0333_STAMPING: B 67 1934
 OX0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0333+STABILITY: SURFACE MOTION
 OX0333
 OX0333  HISTORY     - Date     Condition        Report By
 OX0333  HISTORY     - 1934     MONUMENTED       CGS
 OX0333  HISTORY     - 1974     GOOD             USGS
 OX0333
 OX0333                          STATION DESCRIPTION
 OX0333
 OX0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0333'4.9 MI S FROM ALPINE.
 OX0333'4.9 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0333'LINCOLN COUNTY, 0.4 MILE SOUTH OF THE W.L. MCNEEL FARMHOUSE, 45 FEET
 OX0333'SOUTHEAST OF THE EAST END OF A SMALL IRRIGATION CULVERT UNDER THE
 OX0333'HIGHWAY, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET
 OX0333'WEST OF THE INTERSECTION OF A SIDE FENCE AND THE RIGHT-OF-WAY FENCE. A
 OX0333'STANDARD DISK, STAMPED B 67 1934 AND SET IN THE TOP OF A CONCRETE
 OX0333'POST.
 OX0333
 OX0333                          STATION RECOVERY (1974)
 OX0333
 OX0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OX0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0064 ***********************************************************************
 NT0064  DESIGNATION -  B 69
 NT0064  PID         -  NT0064
 NT0064  STATE/COUNTY-  WY/LINCOLN
 NT0064  USGS QUAD   -  COKEVILLE (1967)
 NT0064
 NT0064                         *CURRENT SURVEY CONTROL
 NT0064  ___________________________________________________________________
 NT0064* NAD 83(1986)-  42 00 25.     (N)    110 56 52.     (W)     SCALED    
 NT0064* NAVD 88     -      1884.776  (meters)    6183.64   (feet)  ADJUSTED  
 NT0064  ___________________________________________________________________
 NT0064  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 NT0064  DYNAMIC HT  -        1883.226 (meters)    6178.55  (feet)  COMP
 NT0064  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 NT0064
 NT0064  VERT ORDER  -  SECOND    CLASS 0
 NT0064
 NT0064.The horizontal coordinates were scaled from a topographic map and have
 NT0064.an estimated accuracy of +/- 6 seconds.
 NT0064
 NT0064.The orthometric height was determined by differential leveling
 NT0064.and adjusted by the National Geodetic Survey in June 1991..
 NT0064
 NT0064.The geoid height was determined by GEOID03.
 NT0064
 NT0064.The dynamic height is computed by dividing the NAVD 88
 NT0064.geopotential number by the normal gravity value computed on the
 NT0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0064.degrees latitude (g = 980.6199 gals.).
 NT0064
 NT0064.The modeled gravity was interpolated from observed gravity values.
 NT0064
 NT0064;                    North         East    Units  Estimated Accuracy
 NT0064;SPC WY W     -   267,710.      728,390.      MT  (+/- 180 meters Scaled)
 NT0064
 NT0064                          SUPERSEDED SURVEY CONTROL
 NT0064
 NT0064  NGVD 29 (??/??/92) 1883.448  (m)         6179.28   (f) ADJ UNCH    2 0
 NT0064
 NT0064.Superseded values are not recommended for survey control.
 NT0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0064.See file dsdata.txt to determine how the superseded data were derived.
 NT0064
 NT0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM043505(NAD 83)
 NT0064_MARKER: DB = BENCH MARK DISK
 NT0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0064_SP_SET: SEMAPHORE
 NT0064_STAMPING: B 69 1934
 NT0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0064
 NT0064  HISTORY     - Date     Condition        Report By
 NT0064  HISTORY     - 1934     MONUMENTED       CGS
 NT0064  HISTORY     - 1967     MARK NOT FOUND   USGS
 NT0064
 NT0064                          STATION DESCRIPTION
 NT0064
 NT0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0064'5.6 MI S FROM COKEVILLE.
 NT0064'5.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 NT0064'COKEVILLE, LINCOLN COUNTY, AT PIXLEY, 0.2 MILE NORTH OF MILEPOST 78,
 NT0064'AT A DIRT-ROAD CROSSING, 75 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NT0064'45 FEET NORTH OF THE SWITCH STAND AT THE NORTH END OF THE SIDING, 10
 NT0064'FEET WEST OF THE CENTER LINE OF THE TRACK, AT SEMAPHORE 78.2, AND IN
 NT0064'THE TOP OF THE CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED B 69
 NT0064'1934.
 NT0064
 NT0064                          STATION RECOVERY (1967)
 NT0064
 NT0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0089 ***********************************************************************
 PV0089  DESIGNATION -  B 7
 PV0089  PID         -  PV0089
 PV0089  STATE/COUNTY-  WY/WESTON
 PV0089  USGS QUAD   -  UPTON EAST (1984)
 PV0089
 PV0089                         *CURRENT SURVEY CONTROL
 PV0089  ___________________________________________________________________
 PV0089* NAD 83(1986)-  44 02 56.     (N)    104 32 00.     (W)     SCALED    
 PV0089* NAVD 88     -      1283.821  (meters)    4212.00   (feet)  ADJUSTED  
 PV0089  ___________________________________________________________________
 PV0089  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PV0089  DYNAMIC HT  -        1283.295 (meters)    4210.28  (feet)  COMP
 PV0089  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 PV0089
 PV0089  VERT ORDER  -  FIRST     CLASS II
 PV0089
 PV0089.The horizontal coordinates were scaled from a topographic map and have
 PV0089.an estimated accuracy of +/- 6 seconds.
 PV0089
 PV0089.The orthometric height was determined by differential leveling
 PV0089.and adjusted by the National Geodetic Survey in June 1991..
 PV0089
 PV0089.The geoid height was determined by GEOID03.
 PV0089
 PV0089.The dynamic height is computed by dividing the NAVD 88
 PV0089.geopotential number by the normal gravity value computed on the
 PV0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0089.degrees latitude (g = 980.6199 gals.).
 PV0089
 PV0089.The modeled gravity was interpolated from observed gravity values.
 PV0089
 PV0089;                    North         East    Units  Estimated Accuracy
 PV0089;SPC WY E     -   394,380.      250,750.      MT  (+/- 180 meters Scaled)
 PV0089
 PV0089                          SUPERSEDED SURVEY CONTROL
 PV0089
 PV0089  NGVD 29 (??/??/92) 1283.20   (m)         4210.0    (f) COMPUTED    1 2
 PV0089
 PV0089.Superseded values are not recommended for survey control.
 PV0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0089.See file dsdata.txt to determine how the superseded data were derived.
 PV0089
 PV0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ373774(NAD 83)
 PV0089_MARKER: DB = BENCH MARK DISK
 PV0089_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PV0089+WITH SETTING: INTO GROUND
 PV0089_STAMPING: B 7 ELEV 4209.896 FT
 PV0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0089+STABILITY: SURFACE MOTION
 PV0089
 PV0089  HISTORY     - Date     Condition        Report By
 PV0089  HISTORY     - 1908     MONUMENTED       CGS
 PV0089  HISTORY     - 1957     GOOD             NGS
 PV0089
 PV0089                          STATION DESCRIPTION
 PV0089
 PV0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0089'5.8 MI SE FROM UPTON.
 PV0089'5.85 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0089'RAILROAD FROM THE STATION AT UPTON, 229 FEET WEST AND ACROSS
 PV0089'THE TRACK FROM THE PHONE BOOTH AT JEROME SIDING, 173 FEET SOUTH
 PV0089'AND ACROSS THE TRACK FROM THE 3RD POLE NORTHWEST OF MILEPOST
 PV0089'543, 121 FEET SOUTH-SOUTHWEST OF THE NEAR RAIL OF THE MAIN TRACK,
 PV0089'1 FOOT SOUTHWEST OF THE FENCE LINE, 1 1/2 FEET SOUTHEAST OF A
 PV0089'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE
 PV0089'TOP OF AN IRON PIPE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0243 ***********************************************************************
 MR0243  DESIGNATION -  B 70
 MR0243  PID         -  MR0243
 MR0243  STATE/COUNTY-  WY/LINCOLN
 MR0243  USGS QUAD   -  SAGE (1985)
 MR0243
 MR0243                         *CURRENT SURVEY CONTROL
 MR0243  ___________________________________________________________________
 MR0243* NAD 83(1986)-  41 48 26.     (N)    110 59 33.     (W)     SCALED    
 MR0243* NAVD 88     -      1918.013  (meters)    6292.68   (feet)  ADJUSTED  
 MR0243  ___________________________________________________________________
 MR0243  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 MR0243  DYNAMIC HT  -        1916.445 (meters)    6287.54  (feet)  COMP
 MR0243  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 MR0243
 MR0243  VERT ORDER  -  SECOND    CLASS 0
 MR0243
 MR0243.The horizontal coordinates were scaled from a topographic map and have
 MR0243.an estimated accuracy of +/- 6 seconds.
 MR0243
 MR0243.The orthometric height was determined by differential leveling
 MR0243.and adjusted by the National Geodetic Survey in June 1991..
 MR0243
 MR0243.The geoid height was determined by GEOID03.
 MR0243
 MR0243.The dynamic height is computed by dividing the NAVD 88
 MR0243.geopotential number by the normal gravity value computed on the
 MR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0243.degrees latitude (g = 980.6199 gals.).
 MR0243
 MR0243.The modeled gravity was interpolated from observed gravity values.
 MR0243
 MR0243;                    North         East    Units  Estimated Accuracy
 MR0243;SPC WY W     -   245,570.      724,450.      MT  (+/- 180 meters Scaled)
 MR0243
 MR0243                          SUPERSEDED SURVEY CONTROL
 MR0243
 MR0243  NGVD 29 (??/??/92) 1916.723  (m)         6288.45   (f) ADJ UNCH    2 0
 MR0243
 MR0243.Superseded values are not recommended for survey control.
 MR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0243.See file dsdata.txt to determine how the superseded data were derived.
 MR0243
 MR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM006283(NAD 83)
 MR0243_MARKER: DB = BENCH MARK DISK
 MR0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0243_STAMPING: B 70 1934
 MR0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0243+STABILITY: SURFACE MOTION
 MR0243
 MR0243  HISTORY     - Date     Condition        Report By
 MR0243  HISTORY     - 1934     MONUMENTED       CGS
 MR0243
 MR0243                          STATION DESCRIPTION
 MR0243
 MR0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0243'1.8 MI W FROM SAGE.
 MR0243'1.8 MILES WEST ALONG STATE HIGHWAY 89 FROM THE UNION PACIFIC RAILROAD
 MR0243'STATION AT SAGE, LINCOLN COUNTY, 0.8 MILE WEST OF THE JUNCTION OF U.
 MR0243'S. HIGHWAY 30 N, 0.7 MILE WEST OF THE CROSSING OF THE UNION PACIFIC
 MR0243'RAILROAD, EAST OF A LARGE GRAVEL PIT, 285 FEET NORTHEAST OF THE CENTER
 MR0243'LINE OF THE ROAD LEADING TO THE GRAVEL PIT, 75 FEET NORTHWEST OF THE
 MR0243'CENTER LINE OF THE HIGHWAY, AND 15 FEET SOUTHEAST OF THE CENTER OF AN
 MR0243'IRRIGATION DITCH.  A STANDARD DISK, STAMPED B 70 1934 AND SET IN THE
 MR0243'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0277 ***********************************************************************
 MQ0277  DESIGNATION -  B 71
 MQ0277  PID         -  MQ0277
 MQ0277  STATE/COUNTY-  WY/SWEETWATER
 MQ0277  USGS QUAD   -  GRANGER (1980)
 MQ0277
 MQ0277                         *CURRENT SURVEY CONTROL
 MQ0277  ___________________________________________________________________
 MQ0277* NAD 83(1986)-  41 35 29.     (N)    109 58 12.     (W)     SCALED    
 MQ0277* NAVD 88     -      1911.711  (meters)    6272.01   (feet)  ADJUSTED  
 MQ0277  ___________________________________________________________________
 MQ0277  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MQ0277  DYNAMIC HT  -        1910.076 (meters)    6266.64  (feet)  COMP
 MQ0277  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 MQ0277
 MQ0277  VERT ORDER  -  FIRST     CLASS II
 MQ0277
 MQ0277.The horizontal coordinates were scaled from a topographic map and have
 MQ0277.an estimated accuracy of +/- 6 seconds.
 MQ0277
 MQ0277.The orthometric height was determined by differential leveling
 MQ0277.and adjusted by the National Geodetic Survey in June 1991..
 MQ0277
 MQ0277.The geoid height was determined by GEOID03.
 MQ0277
 MQ0277.The dynamic height is computed by dividing the NAVD 88
 MQ0277.geopotential number by the normal gravity value computed on the
 MQ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0277.degrees latitude (g = 980.6199 gals.).
 MQ0277
 MQ0277.The modeled gravity was interpolated from observed gravity values.
 MQ0277
 MQ0277;                    North         East    Units  Estimated Accuracy
 MQ0277;SPC WYWC     -   121,920.      498,280.      MT  (+/- 180 meters Scaled)
 MQ0277
 MQ0277                          SUPERSEDED SURVEY CONTROL
 MQ0277
 MQ0277  NGVD 29 (??/??/92) 1910.401  (m)         6267.71   (f) ADJ UNCH    1 2
 MQ0277
 MQ0277.Superseded values are not recommended for survey control.
 MQ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0277.See file dsdata.txt to determine how the superseded data were derived.
 MQ0277
 MQ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM858049(NAD 83)
 MQ0277_MARKER: DB = BENCH MARK DISK
 MQ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0277_STAMPING: B 71 1934
 MQ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0277+STABILITY: SURFACE MOTION
 MQ0277
 MQ0277  HISTORY     - Date     Condition        Report By
 MQ0277  HISTORY     - 1934     MONUMENTED       CGS
 MQ0277  HISTORY     - 1958     GOOD             NGS
 MQ0277  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0277
 MQ0277                          STATION DESCRIPTION
 MQ0277
 MQ0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0277'IN GRANGER.
 MQ0277'AT GRANGER, 0.25 MILE SOUTH OF THE UNION PACIFIC RAILROAD STATION, AT
 MQ0277'THE NORTH CORNER OF THE SCHOOL YARD, 51 FEET NORTH OF THE NORTH CORNER
 MQ0277'OF THE SCHOOLHOUSE, 15 FEET NORTHEAST OF A SMALL STEEL GATE IN THE
 MQ0277'YARD FENCE, 2 1/2 FEET SOUTH OF THE NORTH FENCE CORNER OF THE SCHOOL
 MQ0277'YARD, AND IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE GROUND.
 MQ0277
 MQ0277                          STATION RECOVERY (1983)
 MQ0277
 MQ0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0277'THE STREET HAS BEEN WIDENED AND A NEW SIDEWALK IS AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0063 ***********************************************************************
 MR0063  DESIGNATION -  B 73
 MR0063  PID         -  MR0063
 MR0063  STATE/COUNTY-  WY/UINTA
 MR0063  USGS QUAD   -  CARTER (1964)
 MR0063
 MR0063                         *CURRENT SURVEY CONTROL
 MR0063  ___________________________________________________________________
 MR0063* NAD 83(1993)-  41 26 07.62402(N)    110 25 38.37764(W)     ADJUSTED  
 MR0063* NAVD 88     -      1979.755  (meters)    6495.25   (feet)  ADJUSTED  
 MR0063  ___________________________________________________________________
 MR0063  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 MR0063  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 MR0063  DYNAMIC HT  -        1978.042 (meters)    6489.63  (feet)  COMP
 MR0063  MODELED GRAV-     979,687.5   (mgal)                       NAVD 88
 MR0063
 MR0063  HORZ ORDER  -  THIRD
 MR0063  VERT ORDER  -  FIRST     CLASS II
 MR0063
 MR0063.The horizontal coordinates were established by GPS observations
 MR0063.and adjusted by the National Geodetic Survey in January 1997..
 MR0063
 MR0063.The orthometric height was determined by differential leveling
 MR0063.and adjusted by the National Geodetic Survey in June 1991..
 MR0063.WARNING-Repeat measurements at this control monument indicate possible
 MR0063.vertical movement.
 MR0063
 MR0063.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0063
 MR0063.The geoid height was determined by GEOID03.
 MR0063
 MR0063.The dynamic height is computed by dividing the NAVD 88
 MR0063.geopotential number by the normal gravity value computed on the
 MR0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0063.degrees latitude (g = 980.6199 gals.).
 MR0063
 MR0063.The modeled gravity was interpolated from observed gravity values.
 MR0063
 MR0063;                    North         East     Units Scale Factor Converg.
 MR0063;SPC WY W     -   203,935.542   771,251.110   MT  0.99994767   -0 13 39.5
 MR0063;UTM  12      - 4,587,256.335   547,844.396   MT  0.99962817   +0 22 44.4
 MR0063
 MR0063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0063!SPC WY W     -   0.99969184  x   0.99994767  =   0.99963953
 MR0063!UTM  12      -   0.99969184  x   0.99962817  =   0.99932013
 MR0063
 MR0063                          SUPERSEDED SURVEY CONTROL
 MR0063
 MR0063  NAD 83(1986)-  41 26 07.61111(N)    110 25 38.36917(W) AD(       ) 3
 MR0063  NGVD 29 (06/08/92) 1978.489  (m)         6491.09   (f) ADJUSTED    1 2
 MR0063
 MR0063.Superseded values are not recommended for survey control.
 MR0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0063.See file dsdata.txt to determine how the superseded data were derived.
 MR0063
 MR0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4784487256(NAD 83)
 MR0063_MARKER: DB = BENCH MARK DISK
 MR0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0063_SP_SET: CONCRETE POST
 MR0063_STAMPING: B 73 1934
 MR0063_MARK LOGO: CGS   
 MR0063_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0063+STABILITY: SURFACE MOTION
 MR0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0063+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 MR0063
 MR0063  HISTORY     - Date     Condition        Report By
 MR0063  HISTORY     - 1934     MONUMENTED       CGS
 MR0063  HISTORY     - 1958     GOOD             NGS
 MR0063  HISTORY     - 1983     GOOD             NGS
 MR0063  HISTORY     - 19920819 GOOD             NGS
 MR0063
 MR0063                          STATION DESCRIPTION
 MR0063
 MR0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0063'IN CARTER.
 MR0063'ABOUT 0.2 MILE SOUTHEAST OF THE UNION PACIFIC RAILROAD STATION AT
 MR0063'CARTER, AT THE PUBLIC SCHOOL HOUSE, 41 FEET SOUTHWEST OF THE CENTER
 MR0063'LINE OF STATE ROAD 135, 78 FEET EAST OF THE EAST CORNER OF THE
 MR0063'BUILDING, 18 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A
 MR0063'FENCE, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF
 MR0063'A CONCRETE POST PROJECTING 2 INCHES.
 MR0063
 MR0063                          STATION RECOVERY (1983)
 MR0063
 MR0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0063'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0063'FOLLOWING EXCEPTION, ADD 0.3 METER (1.0 FT) SOUTHEAST OF A WITNESS
 MR0063'POST.
 MR0063
 MR0063                          STATION RECOVERY (1992)
 MR0063
 MR0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MR0063'STATION IS LOCATED ABOUT 11 KM (6.8 MI) NORTHWEST OF THE JUNCTION OF
 MR0063'INTERSTATE HIGHWAY 80 AND STATE HIGHWAYS 412 AND 414, AT CARTER,
 MR0063'ALONG STATE HIGHWAY 412, AT THE OLD SCHOOL BUILDING, ON THE
 MR0063'RIGHT-OF-WAY FENCE, AT MILE 10.3. OWNERSHIP--WYOMING DEPARTMENT OF
 MR0063'TRANSPORTATION.
 MR0063'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF HIGHWAYS 80, 412 AND
 MR0063'414 (EXIT 39), BETWEEN LYMAN AND FORT BRIDGER, GO NORTH ON HIGHWAY
 MR0063'412 FOR 12.08 KM (7.51 MI) TO THE STATION ON THE LEFT AT THE SOUTH
 MR0063'EDGE OF CARTER.
 MR0063'STATION MARK IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST
 MR0063'PROJECTING 5 CM ABOVE GROUND.  IT IS 12.8 M (42.0 FT) SOUTHWEST OF
 MR0063'AND 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY CENTER, 23.7 M (77.8 FT)
 MR0063'EAST OF THE EAST CORNER OF THE MAIN SECTION OF THE OLD SCHOOL
 MR0063'BUILDING, 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST, 9.7
 MR0063'M (31.8 FT) SOUTHEAST OF A UTILITY POLE AT TELEPHONE PEDESTAL C 34,
 MR0063'2.1 M (6.9 FT) NORTHWEST OF AN OLD FENCE CORNER, AND 0.3 M (1.0 FT)
 MR0063'NORTHEAST OF AN OLD FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0298 ***********************************************************************
 MP0298  DESIGNATION -  B 74
 MP0298  PID         -  MP0298
 MP0298  STATE/COUNTY-  WY/CARBON
 MP0298  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0298
 MP0298                         *CURRENT SURVEY CONTROL
 MP0298  ___________________________________________________________________
 MP0298* NAD 83(1986)-  41 04 38.     (N)    107 16 10.     (W)     SCALED    
 MP0298* NAVD 88     -      2340.022  (meters)    7677.22   (feet)  ADJUSTED  
 MP0298  ___________________________________________________________________
 MP0298  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 MP0298  DYNAMIC HT  -        2337.813 (meters)    7669.97  (feet)  COMP
 MP0298  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 MP0298
 MP0298  VERT ORDER  -  SECOND    CLASS 0
 MP0298
 MP0298.The horizontal coordinates were scaled from a topographic map and have
 MP0298.an estimated accuracy of +/- 6 seconds.
 MP0298
 MP0298.The orthometric height was determined by differential leveling
 MP0298.and adjusted by the National Geodetic Survey in June 1991..
 MP0298
 MP0298.The geoid height was determined by GEOID03.
 MP0298
 MP0298.The dynamic height is computed by dividing the NAVD 88
 MP0298.geopotential number by the normal gravity value computed on the
 MP0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0298.degrees latitude (g = 980.6199 gals.).
 MP0298
 MP0298.The modeled gravity was interpolated from observed gravity values.
 MP0298
 MP0298;                    North         East    Units  Estimated Accuracy
 MP0298;SPC WYEC     -   164,100.      405,370.      MT  (+/- 180 meters Scaled)
 MP0298
 MP0298                          SUPERSEDED SURVEY CONTROL
 MP0298
 MP0298  NGVD 29 (??/??/92) 2338.761  (m)         7673.09   (f) ADJ UNCH    2 0
 MP0298
 MP0298.Superseded values are not recommended for survey control.
 MP0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0298.See file dsdata.txt to determine how the superseded data were derived.
 MP0298
 MP0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF093498(NAD 83)
 MP0298_MARKER: DB = BENCH MARK DISK
 MP0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0298_STAMPING: B 74 1934
 MP0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0298+STABILITY: SURFACE MOTION
 MP0298
 MP0298  HISTORY     - Date     Condition        Report By
 MP0298  HISTORY     - 1934     MONUMENTED       CGS
 MP0298
 MP0298                          STATION DESCRIPTION
 MP0298
 MP0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0298'10.0 MI E FROM SLATER, CO.
 MP0298'IN CARBON COUNTY, WYOMING, 10.0 MILES EAST ALONG THE ENCAMPMENT ROAD
 MP0298'FROM SLATER, MOFFAT COUNTY, COLORADO, 2.2 MILES EAST OF THE BOUNDARY
 MP0298'LINE OF THE MEDICINE BOW NATIONAL FOREST, AT THE SOUTH END OF A CURVE,
 MP0298'48 FEET SOUTHWEST OF A CORRUGATED-IRON CULVERT IN THE DRAIN OF A ROCKY
 MP0298'WATER-COURSE, 24 FEET WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT 3
 MP0298'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED B 72 1934 AND SET
 MP0298'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0166 ***********************************************************************
 MP0166  DESIGNATION -  B 75
 MP0166  PID         -  MP0166
 MP0166  STATE/COUNTY-  WY/CARBON
 MP0166  USGS QUAD   -  BARCUS PEAK (1992)
 MP0166
 MP0166                         *CURRENT SURVEY CONTROL
 MP0166  ___________________________________________________________________
 MP0166* NAD 83(1986)-  41 09 40.     (N)    106 34 24.     (W)     SCALED    
 MP0166* NAVD 88     -      2422.992  (meters)    7949.43   (feet)  ADJUSTED  
 MP0166  ___________________________________________________________________
 MP0166  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 MP0166  DYNAMIC HT  -        2420.724 (meters)    7941.99  (feet)  COMP
 MP0166  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 MP0166
 MP0166  VERT ORDER  -  SECOND    CLASS 0
 MP0166
 MP0166.The horizontal coordinates were scaled from a topographic map and have
 MP0166.an estimated accuracy of +/- 6 seconds.
 MP0166
 MP0166.The orthometric height was determined by differential leveling
 MP0166.and adjusted by the National Geodetic Survey in June 1991..
 MP0166
 MP0166.The geoid height was determined by GEOID03.
 MP0166
 MP0166.The dynamic height is computed by dividing the NAVD 88
 MP0166.geopotential number by the normal gravity value computed on the
 MP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0166.degrees latitude (g = 980.6199 gals.).
 MP0166
 MP0166.The modeled gravity was interpolated from observed gravity values.
 MP0166
 MP0166;                    North         East    Units  Estimated Accuracy
 MP0166;SPC WYEC     -   173,690.      463,780.      MT  (+/- 180 meters Scaled)
 MP0166
 MP0166                          SUPERSEDED SURVEY CONTROL
 MP0166
 MP0166  NGVD 29 (??/??/92) 2421.766  (m)         7945.41   (f) ADJ UNCH    2 0
 MP0166
 MP0166.Superseded values are not recommended for survey control.
 MP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0166.See file dsdata.txt to determine how the superseded data were derived.
 MP0166
 MP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF680578(NAD 83)
 MP0166_MARKER: DB = BENCH MARK DISK
 MP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0166_STAMPING: B 75 1934
 MP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0166+STABILITY: SURFACE MOTION
 MP0166
 MP0166  HISTORY     - Date     Condition        Report By
 MP0166  HISTORY     - 1934     MONUMENTED       CGS
 MP0166
 MP0166                          STATION DESCRIPTION
 MP0166
 MP0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0166'14.0 MI E FROM ENCAMPMENT.
 MP0166'14.0 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, 1.0 MILE WEST
 MP0166'OF THE ROAD LEADING TO THE A-A RANCH, 98 FEET SOUTH OF THE W. R. PLATT
 MP0166'CABIN IN 1934, 56 FEET SOUTHEAST OF A ROCKCOVERED SPRING, 70 FEET
 MP0166'NORTH OF THE CENTERLINE OF THE ROAD, AND 7 FEET WEST OF A FENCE
 MP0166'CORNER.  A STANDARD DISK, STAMPED B 75 1934 AND SET IN THE TOP OF A
 MP0166'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0218 ***********************************************************************
 MP0218  DESIGNATION -  B 76
 MP0218  PID         -  MP0218
 MP0218  STATE/COUNTY-  WY/CARBON
 MP0218  USGS QUAD   -  OVERLAND (1982)
 MP0218
 MP0218                         *CURRENT SURVEY CONTROL
 MP0218  ___________________________________________________________________
 MP0218* NAD 83(1986)-  41 36 51.     (N)    106 48 48.     (W)     SCALED    
 MP0218* NAVD 88     -      2126.413  (meters)    6976.41   (feet)  ADJUSTED  
 MP0218  ___________________________________________________________________
 MP0218  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 MP0218  DYNAMIC HT  -        2124.547 (meters)    6970.28  (feet)  COMP
 MP0218  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 MP0218
 MP0218  VERT ORDER  -  SECOND    CLASS 0
 MP0218
 MP0218.The horizontal coordinates were scaled from a topographic map and have
 MP0218.an estimated accuracy of +/- 6 seconds.
 MP0218
 MP0218.The orthometric height was determined by differential leveling
 MP0218.and adjusted by the National Geodetic Survey in June 1991..
 MP0218
 MP0218.The geoid height was determined by GEOID03.
 MP0218
 MP0218.The dynamic height is computed by dividing the NAVD 88
 MP0218.geopotential number by the normal gravity value computed on the
 MP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0218.degrees latitude (g = 980.6199 gals.).
 MP0218
 MP0218.The modeled gravity was interpolated from observed gravity values.
 MP0218
 MP0218;                    North         East    Units  Estimated Accuracy
 MP0218;SPC WYEC     -   223,860.      443,340.      MT  (+/- 180 meters Scaled)
 MP0218
 MP0218                          SUPERSEDED SURVEY CONTROL
 MP0218
 MP0218  NGVD 29 (??/??/92) 2125.216  (m)         6972.48   (f) ADJ UNCH    2 0
 MP0218
 MP0218.Superseded values are not recommended for survey control.
 MP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0218.See file dsdata.txt to determine how the superseded data were derived.
 MP0218
 MP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG489085(NAD 83)
 MP0218_MARKER: DB = BENCH MARK DISK
 MP0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0218_STAMPING: B 76 1934
 MP0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0218+STABILITY: SURFACE MOTION
 MP0218
 MP0218  HISTORY     - Date     Condition        Report By
 MP0218  HISTORY     - 1934     MONUMENTED       CGS
 MP0218
 MP0218                          STATION DESCRIPTION
 MP0218
 MP0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0218'11.1 MI N FROM SARATOGA.
 MP0218'11.1 MILES NORTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD
 MP0218'FROM SARATOGA, 0.4 MILE SOUTH OF THE SIDING AT OVERLAND, 1,510 FEET
 MP0218'NORTH OF MILEPOST 13, ABOUT 450 FEET EAST OF A STONE MONUMENT
 MP0218'INSCRIBED OVERLAND TRAIL.  PLATTE RIVER CROSSING NINE MILES WEST, AT
 MP0218'THE JUNCTION OF OVERLAND TRAIL AND STATE HIGHWAY 130, 295 FEET SOUTH
 MP0218'OF A CUT ON THE WEST BANK, 75 FEET NORTH OF A FILL, 30 FEET WEST OF
 MP0218'THE CENTERLINE OF THE TRACK, AND 1.8 FEET LOWER THAN THE TOP OF THE
 MP0218'RAIL.  A STANDARD DISK, STAMPED B 76 1934 AND SET IN THE TOP OF A
 MP0218'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0553 ***********************************************************************
 MO0553  DESIGNATION -  B 77
 MO0553  PID         -  MO0553
 MO0553  STATE/COUNTY-  WY/ALBANY
 MO0553  USGS QUAD   -  DALE CREEK (1987)
 MO0553
 MO0553                         *CURRENT SURVEY CONTROL
 MO0553  ___________________________________________________________________
 MO0553* NAD 83(1986)-  41 01 12.     (N)    105 25 20.     (W)     SCALED    
 MO0553* NAVD 88     -      2356.716  (meters)    7731.99   (feet)  ADJUSTED  
 MO0553  ___________________________________________________________________
 MO0553  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 MO0553  DYNAMIC HT  -        2354.544 (meters)    7724.87  (feet)  COMP
 MO0553  MODELED GRAV-     979,616.0   (mgal)                       NAVD 88
 MO0553
 MO0553  VERT ORDER  -  SECOND    CLASS 0
 MO0553
 MO0553.The horizontal coordinates were scaled from a topographic map and have
 MO0553.an estimated accuracy of +/- 6 seconds.
 MO0553
 MO0553.The orthometric height was determined by differential leveling
 MO0553.and adjusted by the National Geodetic Survey in June 1991..
 MO0553
 MO0553.The geoid height was determined by GEOID03.
 MO0553
 MO0553.The dynamic height is computed by dividing the NAVD 88
 MO0553.geopotential number by the normal gravity value computed on the
 MO0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0553.degrees latitude (g = 980.6199 gals.).
 MO0553
 MO0553.The modeled gravity was interpolated from observed gravity values.
 MO0553
 MO0553;                    North         East    Units  Estimated Accuracy
 MO0553;SPC WY E     -    57,770.      178,510.      MT  (+/- 180 meters Scaled)
 MO0553
 MO0553                          SUPERSEDED SURVEY CONTROL
 MO0553
 MO0553  NGVD 29 (??/??/92) 2355.583  (m)         7728.28   (f) ADJ UNCH    2 0
 MO0553
 MO0553.Superseded values are not recommended for survey control.
 MO0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0553.See file dsdata.txt to determine how the superseded data were derived.
 MO0553
 MO0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF645410(NAD 83)
 MO0553_MARKER: DB = BENCH MARK DISK
 MO0553_SETTING: 66 = SET IN ROCK OUTCROP
 MO0553_SP_SET: GRANITE OUTCROP
 MO0553_STAMPING: B 77 1934
 MO0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0553+STABILITY: POSITION/ELEVATION WELL
 MO0553
 MO0553  HISTORY     - Date     Condition        Report By
 MO0553  HISTORY     - 1934     MONUMENTED       CGS
 MO0553  HISTORY     - 1951     GOOD             NGS
 MO0553  HISTORY     - 1966     MARK NOT FOUND   NGS
 MO0553
 MO0553                          STATION DESCRIPTION
 MO0553
 MO0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MO0553'6.5 MI NW FROM VIRGINIA DALE.
 MO0553'IN ALBANY COUNTY, WYOMING, 6.5 MILES NORTHWEST ALONG U.S. HIGHWAY
 MO0553'287 FROM THE POST OFFICE AT VIRGINIA DALE, LARIMER COUNTY,
 MO0553'COLORADO, 1.6 MILES NORTHWEST OF THE COLORADO-WYOMING STATE
 MO0553'LINE, 450 FEET NORTHWEST OF THE JUNCTION OF THE OLD HIGHWAY, ON
 MO0553'THE INSIDE OF A CURVE, 300 FEET SOUTHEAST OF A CULVERT, 70 FEET
 MO0553'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE
 MO0553'NORTHEAST END OF A 50-BY 30- BY 4-FOOT LONE GRANITE OUTCROP, AND
 MO0553'6 FEET NORTHEAST OF THE APEX.  A STANDARD DISK, STAMPED B 77 1934.
 MO0553
 MO0553                          STATION RECOVERY (1966)
 MO0553
 MO0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MO0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0129 ***********************************************************************
 OX0129  DESIGNATION -  B 78
 OX0129  PID         -  OX0129
 OX0129  STATE/COUNTY-  WY/LINCOLN
 OX0129  USGS QUAD   -  MUNGER MOUNTAIN (1996)
 OX0129
 OX0129                         *CURRENT SURVEY CONTROL
 OX0129  ___________________________________________________________________
 OX0129* NAD 83(1986)-  43 16 41.     (N)    110 47 47.     (W)     SCALED    
 OX0129* NAVD 88     -      1780.806  (meters)    5842.53   (feet)  ADJUSTED  
 OX0129  ___________________________________________________________________
 OX0129  GEOID HEIGHT-         -10.20  (meters)                     GEOID03
 OX0129  DYNAMIC HT  -        1779.611 (meters)    5838.61  (feet)  COMP
 OX0129  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 OX0129
 OX0129  VERT ORDER  -  SECOND    CLASS 0
 OX0129
 OX0129.The horizontal coordinates were scaled from a topographic map and have
 OX0129.an estimated accuracy of +/- 6 seconds.
 OX0129
 OX0129.The orthometric height was determined by differential leveling
 OX0129.and adjusted by the National Geodetic Survey in June 1991..
 OX0129
 OX0129.The geoid height was determined by GEOID03.
 OX0129
 OX0129.The dynamic height is computed by dividing the NAVD 88
 OX0129.geopotential number by the normal gravity value computed on the
 OX0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0129.degrees latitude (g = 980.6199 gals.).
 OX0129
 OX0129.The modeled gravity was interpolated from observed gravity values.
 OX0129
 OX0129;                    North         East    Units  Estimated Accuracy
 OX0129;SPC WY W     -   408,790.      742,120.      MT  (+/- 180 meters Scaled)
 OX0129
 OX0129                          SUPERSEDED SURVEY CONTROL
 OX0129
 OX0129  NGVD 29 (??/??/92) 1779.542  (m)         5838.38   (f) ADJ UNCH    2 0
 OX0129
 OX0129.Superseded values are not recommended for survey control.
 OX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0129.See file dsdata.txt to determine how the superseded data were derived.
 OX0129
 OX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN165917(NAD 83)
 OX0129_MARKER: DB = BENCH MARK DISK
 OX0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0129_STAMPING: B 78 1948
 OX0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0129+STABILITY: SURFACE MOTION
 OX0129
 OX0129  HISTORY     - Date     Condition        Report By
 OX0129  HISTORY     - 1948     MONUMENTED       CGS
 OX0129  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0129
 OX0129                          STATION DESCRIPTION
 OX0129
 OX0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0129'5.6 MI SW FROM MOUTH OF HOBACK RIVER.
 OX0129'5.6 MILES SOUTHWEST ALONG THE GRAND CANYON ROAD FROM THE MOUTH OF THE
 OX0129'HOBACK RIVER, 87.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRIDGE OVER
 OX0129'A SMALL CREEK, 45.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET
 OX0129'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OX0129
 OX0129                          STATION RECOVERY (1963)
 OX0129
 OX0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0666 ***********************************************************************
 MO0666  DESIGNATION -  B 79
 MO0666  PID         -  MO0666
 MO0666  STATE/COUNTY-  WY/ALBANY
 MO0666  USGS QUAD   -  DOWNEY LAKES (1978)
 MO0666
 MO0666                         *CURRENT SURVEY CONTROL
 MO0666  ___________________________________________________________________
 MO0666* NAD 83(1986)-  41 03 26.     (N)    105 46 54.     (W)     SCALED    
 MO0666* NAVD 88     -      2255.587  (meters)    7400.20   (feet)  ADJUSTED  
 MO0666  ___________________________________________________________________
 MO0666  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 MO0666  DYNAMIC HT  -        2253.529 (meters)    7393.45  (feet)  COMP
 MO0666  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 MO0666
 MO0666  VERT ORDER  -  SECOND    CLASS 0
 MO0666
 MO0666.The horizontal coordinates were scaled from a topographic map and have
 MO0666.an estimated accuracy of +/- 6 seconds.
 MO0666
 MO0666.The orthometric height was determined by differential leveling
 MO0666.and adjusted by the National Geodetic Survey in June 1991..
 MO0666
 MO0666.The geoid height was determined by GEOID03.
 MO0666
 MO0666.The dynamic height is computed by dividing the NAVD 88
 MO0666.geopotential number by the normal gravity value computed on the
 MO0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0666.degrees latitude (g = 980.6199 gals.).
 MO0666
 MO0666.The modeled gravity was interpolated from observed gravity values.
 MO0666
 MO0666;                    North         East    Units  Estimated Accuracy
 MO0666;SPC WY E     -    62,060.      148,310.      MT  (+/- 180 meters Scaled)
 MO0666
 MO0666                          SUPERSEDED SURVEY CONTROL
 MO0666
 MO0666  NGVD 29 (??/??/92) 2254.448  (m)         7396.47   (f) ADJ UNCH    2 0
 MO0666
 MO0666.Superseded values are not recommended for survey control.
 MO0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0666.See file dsdata.txt to determine how the superseded data were derived.
 MO0666
 MO0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF343454(NAD 83)
 MO0666_MARKER: DB = BENCH MARK DISK
 MO0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0666_STAMPING: B 79 1951
 MO0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0666+STABILITY: SURFACE MOTION
 MO0666
 MO0666  HISTORY     - Date     Condition        Report By
 MO0666  HISTORY     - 1951     MONUMENTED       CGS
 MO0666
 MO0666                          STATION DESCRIPTION
 MO0666
 MO0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0666'16.8 MI W FROM TIE SIDING.
 MO0666'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 MO0666'AT TIE SIDING, THENCE 15.75 MILES WEST ALONG A WINDING GRAVELED
 MO0666'ROAD, 46 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 58 FEET
 MO0666'SOUTHEAST OF A FENCE CORNER, 2 FEET WEST OF A WITNESS POST,
 MO0666'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MO0666'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0336 ***********************************************************************
 MR0336  DESIGNATION -  B 8
 MR0336  PID         -  MR0336
 MR0336  STATE/COUNTY-  WY/UINTA
 MR0336  USGS QUAD   -  NEPONSET RESERVOIR NE (1991)
 MR0336
 MR0336                         *CURRENT SURVEY CONTROL
 MR0336  ___________________________________________________________________
 MR0336* NAD 83(1986)-  41 23 35.     (N)    111 02 05.     (W)     SCALED    
 MR0336* NAVD 88     -      2006.251  (meters)    6582.18   (feet)  ADJUSTED  
 MR0336  ___________________________________________________________________
 MR0336  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 MR0336  DYNAMIC HT  -        2004.445 (meters)    6576.25  (feet)  COMP
 MR0336  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 MR0336
 MR0336  VERT ORDER  -  SECOND    CLASS 0
 MR0336
 MR0336.The horizontal coordinates were scaled from a topographic map and have
 MR0336.an estimated accuracy of +/- 6 seconds.
 MR0336
 MR0336.The orthometric height was determined by differential leveling
 MR0336.and adjusted by the National Geodetic Survey in June 1991..
 MR0336
 MR0336.The geoid height was determined by GEOID03.
 MR0336
 MR0336.The dynamic height is computed by dividing the NAVD 88
 MR0336.geopotential number by the normal gravity value computed on the
 MR0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0336.degrees latitude (g = 980.6199 gals.).
 MR0336
 MR0336.The modeled gravity was interpolated from observed gravity values.
 MR0336
 MR0336;                    North         East    Units  Estimated Accuracy
 MR0336;SPC WY W     -   199,610.      720,440.      MT  (+/- 180 meters Scaled)
 MR0336
 MR0336                          SUPERSEDED SURVEY CONTROL
 MR0336
 MR0336  NGVD 29 (??/??/92) 2004.874  (m)         6577.66   (f) ADJ UNCH    2 0
 MR0336
 MR0336.Superseded values are not recommended for survey control.
 MR0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0336.See file dsdata.txt to determine how the superseded data were derived.
 MR0336
 MR0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL970823(NAD 83)
 MR0336_MARKER: P = PIPE CAP
 MR0336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0336_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0336_STAMPING: 6574 B 8 1909
 MR0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0336
 MR0336  HISTORY     - Date     Condition        Report By
 MR0336  HISTORY     - 1909     MONUMENTED       USGS
 MR0336  HISTORY     - 1934     GOOD             NGS
 MR0336
 MR0336                          STATION DESCRIPTION
 MR0336
 MR0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MR0336'9.9 MI NW FROM EVANSTON.
 MR0336'9.9 MILES NORTHWEST ALONG STATE HIGHWAY 65 FROM THE UNION PACIFIC
 MR0336'RAILROAD STATION AT EVANSTON, ABOUT 1,500 FEET SOUTH OF A LOG HOUSE,
 MR0336'ON THE EAST SIDE OF THE HIGHWAY, AND ABOUT 150 FEET WEST OF AN
 MR0336'IRRIGATION DITCH.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, AND
 MR0336'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0113 ***********************************************************************
 MP0113  DESIGNATION -  B 80
 MP0113  PID         -  MP0113
 MP0113  STATE/COUNTY-  WY/ALBANY
 MP0113  USGS QUAD   -  WOODS LANDING (1992)
 MP0113
 MP0113                         *CURRENT SURVEY CONTROL
 MP0113  ___________________________________________________________________
 MP0113* NAD 83(1986)-  41 05 32.     (N)    106 04 31.     (W)     SCALED    
 MP0113* NAVD 88     -      2606.537  (meters)    8551.61   (feet)  ADJUSTED  
 MP0113  ___________________________________________________________________
 MP0113  GEOID HEIGHT-         -10.80  (meters)                     GEOID03
 MP0113  DYNAMIC HT  -        2603.994 (meters)    8543.27  (feet)  COMP
 MP0113  MODELED GRAV-     979,552.7   (mgal)                       NAVD 88
 MP0113
 MP0113  VERT ORDER  -  SECOND    CLASS 0
 MP0113
 MP0113.The horizontal coordinates were scaled from a topographic map and have
 MP0113.an estimated accuracy of +/- 6 seconds.
 MP0113
 MP0113.The orthometric height was determined by differential leveling
 MP0113.and adjusted by the National Geodetic Survey in June 1991..
 MP0113
 MP0113.The geoid height was determined by GEOID03.
 MP0113
 MP0113.The dynamic height is computed by dividing the NAVD 88
 MP0113.geopotential number by the normal gravity value computed on the
 MP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0113.degrees latitude (g = 980.6199 gals.).
 MP0113
 MP0113.The modeled gravity was interpolated from observed gravity values.
 MP0113
 MP0113;                    North         East    Units  Estimated Accuracy
 MP0113;SPC WY E     -    66,160.      123,670.      MT  (+/- 180 meters Scaled)
 MP0113
 MP0113                          SUPERSEDED SURVEY CONTROL
 MP0113
 MP0113  NGVD 29 (??/??/92) 2605.265  (m)         8547.44   (f) ADJ UNCH    2 0
 MP0113
 MP0113.Superseded values are not recommended for survey control.
 MP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0113.See file dsdata.txt to determine how the superseded data were derived.
 MP0113
 MP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF096495(NAD 83)
 MP0113_MARKER: DB = BENCH MARK DISK
 MP0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0113_SP_SET: CULVERT
 MP0113_STAMPING: B 80 1951
 MP0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0113
 MP0113  HISTORY     - Date     Condition        Report By
 MP0113  HISTORY     - 1951     MONUMENTED       CGS
 MP0113  HISTORY     - 1960     MARK NOT FOUND   USGS
 MP0113
 MP0113                          STATION DESCRIPTION
 MP0113
 MP0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MP0113'4.45 MI SE FROM WOODS LANDING.
 MP0113'4.45 MILES SOUTHWEST ALONG STATE HIGHWAY 230 FROM THE LARAMIE RIVER
 MP0113'BRIDGE AT WOODS LANDING, 105 FEET NORTHWEST OF THE NORTHWEST END OF A
 MP0113'CURVE IN THE HIGHWAY, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MP0113'HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ROCK
 MP0113'HEADWALL OF A 24 INCH PIPE CULVERT.
 MP0113
 MP0113                          STATION RECOVERY (1960)
 MP0113
 MP0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MP0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0551 ***********************************************************************
 MO0551  DESIGNATION -  B 81
 MO0551  PID         -  MO0551
 MO0551  STATE/COUNTY-  WY/LARAMIE
 MO0551  USGS QUAD   -  BUFORD (1987)
 MO0551
 MO0551                         *CURRENT SURVEY CONTROL
 MO0551  ___________________________________________________________________
 MO0551* NAD 83(1986)-  41 00 28.     (N)    105 15 11.     (W)     SCALED    
 MO0551* NAVD 88     -      2274.218  (meters)    7461.33   (feet)  ADJUSTED  
 MO0551  ___________________________________________________________________
 MO0551  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 MO0551  DYNAMIC HT  -        2272.142 (meters)    7454.52  (feet)  COMP
 MO0551  MODELED GRAV-     979,628.2   (mgal)                       NAVD 88
 MO0551
 MO0551  VERT ORDER  -  SECOND    CLASS 0
 MO0551
 MO0551.The horizontal coordinates were scaled from a topographic map and have
 MO0551.an estimated accuracy of +/- 6 seconds.
 MO0551
 MO0551.The orthometric height was determined by differential leveling
 MO0551.and adjusted by the National Geodetic Survey in June 1991..
 MO0551
 MO0551.The geoid height was determined by GEOID03.
 MO0551
 MO0551.The dynamic height is computed by dividing the NAVD 88
 MO0551.geopotential number by the normal gravity value computed on the
 MO0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0551.degrees latitude (g = 980.6199 gals.).
 MO0551
 MO0551.The modeled gravity was interpolated from observed gravity values.
 MO0551
 MO0551;                    North         East    Units  Estimated Accuracy
 MO0551;SPC WY E     -    56,390.      192,730.      MT  (+/- 180 meters Scaled)
 MO0551
 MO0551                          SUPERSEDED SURVEY CONTROL
 MO0551
 MO0551  NGVD 29 (??/??/92) 2273.111  (m)         7457.70   (f) ADJ UNCH    2 0
 MO0551
 MO0551.Superseded values are not recommended for survey control.
 MO0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0551.See file dsdata.txt to determine how the superseded data were derived.
 MO0551
 MO0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF787396(NAD 83)
 MO0551_MARKER: DB = BENCH MARK DISK
 MO0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0551_STAMPING: B 81 1952
 MO0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0551+STABILITY: SURFACE MOTION
 MO0551
 MO0551  HISTORY     - Date     Condition        Report By
 MO0551  HISTORY     - 1952     MONUMENTED       CGS
 MO0551
 MO0551                          STATION DESCRIPTION
 MO0551
 MO0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0551'9.4 MI S FROM GRANITE CANON.
 MO0551'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0551'AT GRANITE CANON, THENCE 8.7 MILES SOUTH ALONG A WINDING GRAVELED
 MO0551'ROAD, 0.05 MILE NORTHEAST OF THE UNION PACIFIC RAILROAD GRADE,
 MO0551'50 YARDS EAST OF THE EAST SIDE OF A GROUP OF PINE TREES, 0.7 MILE
 MO0551'NORTH OF THE COLORADO AND WYOMING STATE LINE, 26 FEET WEST OF THE
 MO0551'CENTER LINE OF THE GRAVELED ROAD, 4.2 FEET WEST OF A FENCE, 3.9
 MO0551'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0551'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0193 ***********************************************************************
 OV0193  DESIGNATION -  B 82
 OV0193  PID         -  OV0193
 OV0193  STATE/COUNTY-  WY/WASHAKIE
 OV0193  USGS QUAD   -  BANJO FLATS WEST (1978)
 OV0193
 OV0193                         *CURRENT SURVEY CONTROL
 OV0193  ___________________________________________________________________
 OV0193* NAD 83(1986)-  43 58 45.     (N)    107 58 15.     (W)     SCALED    
 OV0193* NAVD 88     -      1247.311  (meters)    4092.22   (feet)  ADJUSTED  
 OV0193  ___________________________________________________________________
 OV0193  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 OV0193  DYNAMIC HT  -        1246.726 (meters)    4090.30  (feet)  COMP
 OV0193  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 OV0193
 OV0193  VERT ORDER  -  SECOND    CLASS 0
 OV0193
 OV0193.The horizontal coordinates were scaled from a topographic map and have
 OV0193.an estimated accuracy of +/- 6 seconds.
 OV0193
 OV0193.The orthometric height was determined by differential leveling
 OV0193.and adjusted by the National Geodetic Survey in June 1991..
 OV0193
 OV0193.The geoid height was determined by GEOID03.
 OV0193
 OV0193.The dynamic height is computed by dividing the NAVD 88
 OV0193.geopotential number by the normal gravity value computed on the
 OV0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0193.degrees latitude (g = 980.6199 gals.).
 OV0193
 OV0193.The modeled gravity was interpolated from observed gravity values.
 OV0193
 OV0193;                    North         East    Units  Estimated Accuracy
 OV0193;SPC WYEC     -   486,630.      348,850.      MT  (+/- 180 meters Scaled)
 OV0193
 OV0193                          SUPERSEDED SURVEY CONTROL
 OV0193
 OV0193  NGVD 29 (??/??/92) 1246.527  (m)         4089.65   (f) ADJ UNCH    2 0
 OV0193
 OV0193.Superseded values are not recommended for survey control.
 OV0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0193.See file dsdata.txt to determine how the superseded data were derived.
 OV0193
 OV0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ617738(NAD 83)
 OV0193_MARKER: DB = BENCH MARK DISK
 OV0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0193_STAMPING: B 82 1967
 OV0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0193+STABILITY: SURFACE MOTION
 OV0193
 OV0193  HISTORY     - Date     Condition        Report By
 OV0193  HISTORY     - 1967     MONUMENTED       CGS
 OV0193
 OV0193                          STATION DESCRIPTION
 OV0193
 OV0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OV0193'3.0 MI SW FROM WORLAND.
 OV0193'THE BENCH MARK IS SITUATED ON THE NORTH SIDE OF STATE SECONDARY
 OV0193'HIGHWAY NO. 2201 APPROXIMATELY 3.0 MILES SOUTHWEST OF WORLAND.  1.0
 OV0193'MILE NORTHEAST OF THE CONCRETE HIGHWAY BRIDGE CROSSING NO WATER CREEK.
 OV0193'46.1 FT. NORTH OF THE HIGHWAYS CENTERLINE.  4.0 FT. EAST OF THE
 OV0193'SECOND POWER POLE EAST OF A SOUTHBOUND TRACK ROAD.  3.0 FT. EAST OF A
 OV0193'USC AND GS WITNESS POST.  1.5 FT. SOUTH OF A FENCE LINE.  THE MARK IS
 OV0193'A STANDARD USC AND GS BENCH MARK DISK IMBEDDED IN THE TOP OF AN EIGHT
 OV0193'INCH SQUARE CONCRETE POST PROJECTING 0.1 FT. ABOVE THE GROUND, STAMPED
 OV0193'B 82 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0181 ***********************************************************************
 PW0181  DESIGNATION -  B 86
 PW0181  PID         -  PW0181
 PW0181  STATE/COUNTY-  WY/SHERIDAN
 PW0181  USGS QUAD   -  ACME (1978)
 PW0181
 PW0181                         *CURRENT SURVEY CONTROL
 PW0181  ___________________________________________________________________
 PW0181* NAD 83(1986)-  44 54 43.     (N)    106 56 34.     (W)     SCALED    
 PW0181* NAVD 88     -      1093.777  (meters)    3588.50   (feet)  ADJUSTED  
 PW0181  ___________________________________________________________________
 PW0181  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 PW0181  DYNAMIC HT  -        1093.406 (meters)    3587.28  (feet)  COMP
 PW0181  MODELED GRAV-     980,240.7   (mgal)                       NAVD 88
 PW0181
 PW0181  VERT ORDER  -  SECOND    CLASS 0
 PW0181
 PW0181.The horizontal coordinates were scaled from a topographic map and have
 PW0181.an estimated accuracy of +/- 6 seconds.
 PW0181
 PW0181.The orthometric height was determined by differential leveling
 PW0181.and adjusted by the National Geodetic Survey in June 1991..
 PW0181
 PW0181.The geoid height was determined by GEOID03.
 PW0181
 PW0181.The dynamic height is computed by dividing the NAVD 88
 PW0181.geopotential number by the normal gravity value computed on the
 PW0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0181.degrees latitude (g = 980.6199 gals.).
 PW0181
 PW0181.The modeled gravity was interpolated from observed gravity values.
 PW0181
 PW0181;                    North         East    Units  Estimated Accuracy
 PW0181;SPC WYEC     -   590,150.      430,840.      MT  (+/- 180 meters Scaled)
 PW0181
 PW0181                          SUPERSEDED SURVEY CONTROL
 PW0181
 PW0181  NGVD 29 (??/??/92) 1093.075  (m)         3586.20   (f) ADJ UNCH    2 0
 PW0181
 PW0181.Superseded values are not recommended for survey control.
 PW0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0181.See file dsdata.txt to determine how the superseded data were derived.
 PW0181
 PW0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK466750(NAD 83)
 PW0181_MARKER: DB = BENCH MARK DISK
 PW0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0181_STAMPING: B 86 1934
 PW0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0181+STABILITY: SURFACE MOTION
 PW0181
 PW0181  HISTORY     - Date     Condition        Report By
 PW0181  HISTORY     - 1934     MONUMENTED       CGS
 PW0181  HISTORY     - 1968     MARK NOT FOUND   USGS
 PW0181
 PW0181                          STATION DESCRIPTION
 PW0181
 PW0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0181'6.0 MI NE FROM MONARCH.
 PW0181'3.7 MILES EAST ALONG U.S. HIGHWAY 87E FROM THE CHICAGO, BURLINGTON AND
 PW0181'QUINCY RAILROAD STATION AT MONARCH, SHERIDAN COUNTY, THENCE 2.3 MILES
 PW0181'NORTHEAST ALONG THE ROAD LEADING TO BIRNEY, MONTANA.  0.2 MILE NORTH
 PW0181'OF A RANCH HOUSE, 110 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 PW0181'CULVERT, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 3-1/2
 PW0181'FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED B 86 1934 AND SET
 PW0181'IN THE TOP OF A CONCRETE POST.
 PW0181
 PW0181                          STATION RECOVERY (1968)
 PW0181
 PW0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PW0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0143 ***********************************************************************
 NQ0143  DESIGNATION -  B 87
 NQ0143  PID         -  NQ0143
 NQ0143  STATE/COUNTY-  WY/PLATTE
 NQ0143  USGS QUAD   -  DWYER (1990)
 NQ0143
 NQ0143                         *CURRENT SURVEY CONTROL
 NQ0143  ___________________________________________________________________
 NQ0143* NAD 83(1986)-  42 12 19.     (N)    104 57 02.     (W)     SCALED    
 NQ0143* NAVD 88     -      1416.891  (meters)    4648.58   (feet)  ADJUSTED  
 NQ0143  ___________________________________________________________________
 NQ0143  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 NQ0143  DYNAMIC HT  -        1415.987 (meters)    4645.62  (feet)  COMP
 NQ0143  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 NQ0143
 NQ0143  VERT ORDER  -  SECOND    CLASS 0
 NQ0143
 NQ0143.The horizontal coordinates were scaled from a topographic map and have
 NQ0143.an estimated accuracy of +/- 6 seconds.
 NQ0143
 NQ0143.The orthometric height was determined by differential leveling
 NQ0143.and adjusted by the National Geodetic Survey in June 1991..
 NQ0143
 NQ0143.The geoid height was determined by GEOID03.
 NQ0143
 NQ0143.The dynamic height is computed by dividing the NAVD 88
 NQ0143.geopotential number by the normal gravity value computed on the
 NQ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0143.degrees latitude (g = 980.6199 gals.).
 NQ0143
 NQ0143.The modeled gravity was interpolated from observed gravity values.
 NQ0143
 NQ0143;                    North         East    Units  Estimated Accuracy
 NQ0143;SPC WY E     -   189,400.      217,850.      MT  (+/- 180 meters Scaled)
 NQ0143
 NQ0143                          SUPERSEDED SURVEY CONTROL
 NQ0143
 NQ0143  NGVD 29 (??/??/92) 1416.10   (m)         4646.0    (f) COMPUTED    2 0
 NQ0143
 NQ0143.Superseded values are not recommended for survey control.
 NQ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0143.See file dsdata.txt to determine how the superseded data were derived.
 NQ0143
 NQ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG040725(NAD 83)
 NQ0143_MARKER: DB = BENCH MARK DISK
 NQ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0143_STAMPING: B 87 1934
 NQ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0143+STABILITY: SURFACE MOTION
 NQ0143
 NQ0143  HISTORY     - Date     Condition        Report By
 NQ0143  HISTORY     - 1934     MONUMENTED       CGS
 NQ0143  HISTORY     - 1956     MARK NOT FOUND   NGS
 NQ0143
 NQ0143                          STATION DESCRIPTION
 NQ0143
 NQ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0143'13 MI N FROM WHEATLAND.
 NQ0143'13.0 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 NQ0143'THE STATION AT WHEATLAND, PLATTE COUNTY, 3-2/3 POLES SOUTH
 NQ0143'OF MILEPOST 227, 105 FEET SOUTHEAST OF A NORTH-AND-SOUTH ROAD,
 NQ0143'100 FEET WEST OF THE WEST RAIL, AND 15.4 FEET EAST OF A
 NQ0143'FENCE.  A STANDARD DISK, STAMPED B 87 1934 AND SET IN THE TOP
 NQ0143'OF A CONCRETE POST.
 NQ0143
 NQ0143                          STATION RECOVERY (1956)
 NQ0143
 NQ0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NQ0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0038 ***********************************************************************
 MO0038  DESIGNATION -  B 89
 MO0038  PID         -  MO0038
 MO0038  STATE/COUNTY-  WY/LARAMIE
 MO0038  USGS QUAD   -  MERIDEN (1990)
 MO0038
 MO0038                         *CURRENT SURVEY CONTROL
 MO0038  ___________________________________________________________________
 MO0038* NAD 83(1986)-  41 31 16.     (N)    104 20 22.     (W)     SCALED    
 MO0038* NAVD 88     -      1517.381  (meters)    4978.27   (feet)  ADJUSTED  
 MO0038  ___________________________________________________________________
 MO0038  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 MO0038  DYNAMIC HT  -        1516.247 (meters)    4974.55  (feet)  COMP
 MO0038  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 MO0038
 MO0038  VERT ORDER  -  SECOND    CLASS 0
 MO0038
 MO0038.The horizontal coordinates were scaled from a topographic map and have
 MO0038.an estimated accuracy of +/- 6 seconds.
 MO0038
 MO0038.The orthometric height was determined by differential leveling
 MO0038.and adjusted by the National Geodetic Survey in June 1991..
 MO0038
 MO0038.The geoid height was determined by GEOID03.
 MO0038
 MO0038.The dynamic height is computed by dividing the NAVD 88
 MO0038.geopotential number by the normal gravity value computed on the
 MO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0038.degrees latitude (g = 980.6199 gals.).
 MO0038
 MO0038.The modeled gravity was interpolated from observed gravity values.
 MO0038
 MO0038;                    North         East    Units  Estimated Accuracy
 MO0038;SPC WY E     -   113,720.      269,040.      MT  (+/- 180 meters Scaled)
 MO0038
 MO0038                          SUPERSEDED SURVEY CONTROL
 MO0038
 MO0038  NGVD 29 (??/??/92) 1516.548  (m)         4975.54   (f) ADJ UNCH    2 0
 MO0038
 MO0038.Superseded values are not recommended for survey control.
 MO0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0038.See file dsdata.txt to determine how the superseded data were derived.
 MO0038
 MO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF551968(NAD 83)
 MO0038_MARKER: DB = BENCH MARK DISK
 MO0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0038_STAMPING: B 89 1934
 MO0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0038+STABILITY: SURFACE MOTION
 MO0038
 MO0038  HISTORY     - Date     Condition        Report By
 MO0038  HISTORY     - 1934     MONUMENTED       CGS
 MO0038  HISTORY     - 1960     GOOD             NGS
 MO0038
 MO0038                          STATION DESCRIPTION
 MO0038
 MO0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0038'13.7 MI SW FROM LAGRANGE.
 MO0038'IN LARAMIE COUNTY, 4.0 MILES WEST ALONG THE OILED COUNTY ROAD
 MO0038'LEADING TO U.S. HIGHWAY 85 FROM THE POST OFFICE AT LAGRANGE,
 MO0038'GOSHEN COUNTY, THENCE 9.7 MILES SOUTHWEST ALONG U.S. HIGHWAY
 MO0038'85, 1.8 MILES SOUTH OF THE DONAHUE STORE, 41.6 FEET EAST OF THE
 MO0038'CENTERLINE OF THE HIGHWAY, 39.8 FEET NORTHWEST OF THE CENTERLINE
 MO0038'OF A SIDE ROAD LEADING TO HUNTERS RANCH, 12.2 FEET SOUTH OF A
 MO0038'CORNER POST, AND 2.0 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 MO0038'DISK, STAMPED B 89 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0196 ***********************************************************************
 MO0196  DESIGNATION -  B 90
 MO0196  PID         -  MO0196
 MO0196  STATE/COUNTY-  WY/LARAMIE
 MO0196  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0196
 MO0196                         *CURRENT SURVEY CONTROL
 MO0196  ___________________________________________________________________
 MO0196* NAD 83(1986)-  41 08 12.     (N)    104 49 12.     (W)     SCALED    
 MO0196* NAVD 88     -      1853.958  (meters)    6082.53   (feet)  ADJUSTED  
 MO0196  ___________________________________________________________________
 MO0196  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 MO0196  DYNAMIC HT  -        1852.345 (meters)    6077.24  (feet)  COMP
 MO0196  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 MO0196
 MO0196  VERT ORDER  -  FIRST     CLASS II
 MO0196
 MO0196.The horizontal coordinates were scaled from a topographic map and have
 MO0196.an estimated accuracy of +/- 6 seconds.
 MO0196
 MO0196.The orthometric height was determined by differential leveling
 MO0196.and adjusted by the National Geodetic Survey in June 1991..
 MO0196.WARNING-Repeat measurements at this control monument indicate possible
 MO0196.vertical movement.
 MO0196
 MO0196.The geoid height was determined by GEOID03.
 MO0196
 MO0196.The dynamic height is computed by dividing the NAVD 88
 MO0196.geopotential number by the normal gravity value computed on the
 MO0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0196.degrees latitude (g = 980.6199 gals.).
 MO0196
 MO0196.The modeled gravity was interpolated from observed gravity values.
 MO0196
 MO0196;                    North         East    Units  Estimated Accuracy
 MO0196;SPC WY E     -    70,760.      229,110.      MT  (+/- 180 meters Scaled)
 MO0196
 MO0196                          SUPERSEDED SURVEY CONTROL
 MO0196
 MO0196  NGVD 29 (06/08/92) 1852.940  (m)         6079.19   (f) ADJUSTED    1 2
 MO0196
 MO0196.Superseded values are not recommended for survey control.
 MO0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0196.See file dsdata.txt to determine how the superseded data were derived.
 MO0196
 MO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF151539(NAD 83)
 MO0196_MARKER: DB = BENCH MARK DISK
 MO0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0196_STAMPING: B 90 1934
 MO0196_MARK LOGO: CGS   
 MO0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0196
 MO0196  HISTORY     - Date     Condition        Report By
 MO0196  HISTORY     - 1934     MONUMENTED       CGS
 MO0196  HISTORY     - 1954     GOOD             NGS
 MO0196  HISTORY     - 1983     GOOD             NGS
 MO0196
 MO0196                          STATION DESCRIPTION
 MO0196
 MO0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0196'AT CHEYENNE.
 MO0196'AT CHEYENNE, AT THE FEDERAL BUILDING, 9.4 FEET WEST OF THE CENTER
 MO0196'OF THE SOUTH MAIN ENTRANCE TO THE BUILDING, 2.6 FEET SOUTH OF THE
 MO0196'SOUTH WALL OF THE BUILDING, 1.4 FEET ABOVE THE TOP STEP, SET
 MO0196'IN THE TOP OF THE WEST GRANITE BALUSTRADE.
 MO0196
 MO0196                          STATION RECOVERY (1983)
 MO0196
 MO0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0095 ***********************************************************************
 MO0095  DESIGNATION -  B 91
 MO0095  PID         -  MO0095
 MO0095  STATE/COUNTY-  WY/LARAMIE
 MO0095  USGS QUAD   -  PINE BLUFFS (1992)
 MO0095
 MO0095                         *CURRENT SURVEY CONTROL
 MO0095  ___________________________________________________________________
 MO0095* NAD 83(1986)-  41 10 59.     (N)    104 04 10.     (W)     SCALED    
 MO0095* NAVD 88     -      1537.724  (meters)    5045.02   (feet)  ADJUSTED  
 MO0095  ___________________________________________________________________
 MO0095  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 MO0095  DYNAMIC HT  -        1536.522 (meters)    5041.07  (feet)  COMP
 MO0095  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 MO0095
 MO0095  VERT ORDER  -  SECOND    CLASS 0
 MO0095
 MO0095.The horizontal coordinates were scaled from a topographic map and have
 MO0095.an estimated accuracy of +/- 6 seconds.
 MO0095
 MO0095.The orthometric height was determined by differential leveling
 MO0095.and adjusted by the National Geodetic Survey in June 1991..
 MO0095
 MO0095.The geoid height was determined by GEOID03.
 MO0095
 MO0095.The dynamic height is computed by dividing the NAVD 88
 MO0095.geopotential number by the normal gravity value computed on the
 MO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0095.degrees latitude (g = 980.6199 gals.).
 MO0095
 MO0095.The modeled gravity was interpolated from observed gravity values.
 MO0095
 MO0095;                    North         East    Units  Estimated Accuracy
 MO0095;SPC WY E     -    76,430.      292,050.      MT  (+/- 180 meters Scaled)
 MO0095
 MO0095                          SUPERSEDED SURVEY CONTROL
 MO0095
 MO0095  NGVD 29 (??/??/92) 1536.920  (m)         5042.38   (f) ADJ UNCH    2 0
 MO0095
 MO0095.Superseded values are not recommended for survey control.
 MO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0095.See file dsdata.txt to determine how the superseded data were derived.
 MO0095
 MO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF780594(NAD 83)
 MO0095_MARKER: DB = BENCH MARK DISK
 MO0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0095_STAMPING: B 91 1934
 MO0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0095+STABILITY: SURFACE MOTION
 MO0095
 MO0095  HISTORY     - Date     Condition        Report By
 MO0095  HISTORY     - 1934     MONUMENTED       CGS
 MO0095  HISTORY     - 1960     MARK NOT FOUND   NGS
 MO0095
 MO0095                          STATION DESCRIPTION
 MO0095
 MO0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0095'AT PINE BLUFFS.
 MO0095'AT PINE BLUFFS, LARAMIE COUNTY, 208 FEET EAST OF THE THE
 MO0095'SOUTHEAST CORNER OF THE UNION PACIFIC RAILROAD STATION, 84.7
 MO0095'FEET SOUTH OF THE SOUTH RAIL, AND 4 FEET LOWER THAN THE TRACK.
 MO0095'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 MO0095'WAS REPORTED IN JANUARY 1941 THAT A PIECE ABOUT THE SIZE OF
 MO0095'A DOLLAR HAS BEEN BROKEN OUT OF ONE EDGE OF THE BRASS DISK,
 MO0095'AND THE CONCRETE AROUND THE DISK HAS BEEN SOMEWHAT SHATTERED.
 MO0095'NOTE-- IT MAY HAVE BEEN DESTROYED DURING THE CONSTRUCTION OF
 MO0095'A DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0260 ***********************************************************************
 MO0260  DESIGNATION -  B 92
 MO0260  PID         -  MO0260
 MO0260  STATE/COUNTY-  WY/LARAMIE
 MO0260  USGS QUAD   -  NIMMO RANCH (1991)
 MO0260
 MO0260                         *CURRENT SURVEY CONTROL
 MO0260  ___________________________________________________________________
 MO0260* NAD 83(1986)-  41 28 12.     (N)    104 53 42.     (W)     SCALED    
 MO0260* NAVD 88     -      1832.739  (meters)    6012.91   (feet)  ADJUSTED  
 MO0260  ___________________________________________________________________
 MO0260  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 MO0260  DYNAMIC HT  -        1831.244 (meters)    6008.01  (feet)  COMP
 MO0260  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 MO0260
 MO0260  VERT ORDER  -  SECOND    CLASS 0
 MO0260
 MO0260.The horizontal coordinates were scaled from a topographic map and have
 MO0260.an estimated accuracy of +/- 6 seconds.
 MO0260
 MO0260.The orthometric height was determined by differential leveling
 MO0260.and adjusted by the National Geodetic Survey in June 1991..
 MO0260
 MO0260.The geoid height was determined by GEOID03.
 MO0260
 MO0260.The dynamic height is computed by dividing the NAVD 88
 MO0260.geopotential number by the normal gravity value computed on the
 MO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0260.degrees latitude (g = 980.6199 gals.).
 MO0260
 MO0260.The modeled gravity was interpolated from observed gravity values.
 MO0260
 MO0260;                    North         East    Units  Estimated Accuracy
 MO0260;SPC WY E     -   107,750.      222,690.      MT  (+/- 180 meters Scaled)
 MO0260
 MO0260                          SUPERSEDED SURVEY CONTROL
 MO0260
 MO0260  NGVD 29 (??/??/92) 1831.795  (m)         6009.81   (f) ADJ UNCH    2 0
 MO0260
 MO0260.Superseded values are not recommended for survey control.
 MO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0260.See file dsdata.txt to determine how the superseded data were derived.
 MO0260
 MO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF087909(NAD 83)
 MO0260_MARKER: DB = BENCH MARK DISK
 MO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0260_STAMPING: B 92 1934
 MO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0260+STABILITY: SURFACE MOTION
 MO0260
 MO0260  HISTORY     - Date     Condition        Report By
 MO0260  HISTORY     - 1934     MONUMENTED       CGS
 MO0260  HISTORY     - 1941     GOOD             NGS
 MO0260  HISTORY     - 1984     GOOD             DMA
 MO0260
 MO0260                          STATION DESCRIPTION
 MO0260
 MO0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0260'21.9 MI S FROM CHUGWATER.
 MO0260'IN LARAMIE COUNTY, 21.9 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM
 MO0260'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD WATER TANK AT CHUGWATER,
 MO0260'PLATTE COUNTY, 17.6 MILES NORTHWEST OF THE JUNCTION OF U.S.
 MO0260'HIGHWAY 85, 397 YARDS NORTHEAST OF THE NORTHEAST END OF A
 MO0260'75-FOOT WOODEN BRIDGE, 103 FEET EAST OF THE CENTERLINE OF THE
 MO0260'MAIN HIGHWAY, AND 56 FEET SOUTHEAST OF A POLE.  A STANDARD DISK,
 MO0260'STAMPED B 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0260
 MO0260                          STATION RECOVERY (1984)
 MO0260
 MO0260'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0009 ***********************************************************************
 MO0009  DESIGNATION -  B 97
 MO0009  PID         -  MO0009
 MO0009  STATE/COUNTY-  WY/GOSHEN
 MO0009  USGS QUAD   -  LA GRANGE (1990)
 MO0009
 MO0009                         *CURRENT SURVEY CONTROL
 MO0009  ___________________________________________________________________
 MO0009* NAD 83(1986)-  41 38 32.     (N)    104 09 56.     (W)     SCALED    
 MO0009* NAVD 88     -      1398.207  (meters)    4587.28   (feet)  ADJUSTED  
 MO0009  ___________________________________________________________________
 MO0009  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 MO0009  DYNAMIC HT  -        1397.219 (meters)    4584.04  (feet)  COMP
 MO0009  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 MO0009
 MO0009  VERT ORDER  -  SECOND    CLASS 0
 MO0009
 MO0009.The horizontal coordinates were scaled from a topographic map and have
 MO0009.an estimated accuracy of +/- 6 seconds.
 MO0009
 MO0009.The orthometric height was determined by differential leveling
 MO0009.and adjusted by the National Geodetic Survey in June 1991..
 MO0009
 MO0009.The geoid height was determined by GEOID03.
 MO0009
 MO0009.The dynamic height is computed by dividing the NAVD 88
 MO0009.geopotential number by the normal gravity value computed on the
 MO0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0009.degrees latitude (g = 980.6199 gals.).
 MO0009
 MO0009.The modeled gravity was interpolated from observed gravity values.
 MO0009
 MO0009;                    North         East    Units  Estimated Accuracy
 MO0009;SPC WY E     -   127,330.      283,400.      MT  (+/- 180 meters Scaled)
 MO0009
 MO0009                          SUPERSEDED SURVEY CONTROL
 MO0009
 MO0009  NGVD 29 (??/??/92) 1397.410  (m)         4584.67   (f) ADJ UNCH    2 0
 MO0009
 MO0009.Superseded values are not recommended for survey control.
 MO0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0009.See file dsdata.txt to determine how the superseded data were derived.
 MO0009
 MO0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG694103(NAD 83)
 MO0009_MARKER: DB = BENCH MARK DISK
 MO0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0009_SP_SET: CONCRETE FOUNDATION
 MO0009_STAMPING: B 97 1934
 MO0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0009
 MO0009  HISTORY     - Date     Condition        Report By
 MO0009  HISTORY     - 1934     MONUMENTED       CGS
 MO0009  HISTORY     - 1960     MARK NOT FOUND   NGS
 MO0009
 MO0009                          STATION DESCRIPTION
 MO0009
 MO0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0009'AT LAGRANGE.
 MO0009'AT LAGRANGE, GOSHEN COUNTY, 13 RAILS NORTHWEST OF THE NORTHWEST
 MO0009'END OF THE UNION PACIFIC RAILROAD STATION, 78.2 FEET NORTHEAST
 MO0009'OF THE EAST RAIL OF THE MAIN TRACK, AT THE WATER TANK, IN THE
 MO0009'CENTER OF THE WEST SIDE OF THE FOUNDATION UNDER THE CENTER OF
 MO0009'THE TANK, 4.9 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 MO0009'FOUNDATION, 0.7 FOOT NORTHEAST OF THE SOUTHWEST FACE OF THE
 MO0009'FOUNDATION, AND 1.6 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 MO0009'B 97 1934.  NOTE-- THE WATER TOWER HAS BEEN RAZED AND A TREMENDOUS
 MO0009'AMOUNT OF DEBRIS NOW COVERS THE SITE OF THE TOWER.  IT WAS
 MO0009'IMPOSSIBLE TO FIND OUT IF THE CONCRETE FOUNDATION IN WHICH THE
 MO0009'MARK WAS SET IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0324 ***********************************************************************
 MO0324  DESIGNATION -  B 99 RESET
 MO0324  PID         -  MO0324
 MO0324  STATE/COUNTY-  WY/PLATTE
 MO0324  USGS QUAD   -  CHUGWATER (1990)
 MO0324
 MO0324                         *CURRENT SURVEY CONTROL
 MO0324  ___________________________________________________________________
 MO0324* NAD 83(1986)-  41 45 15.     (N)    104 48 03.     (W)     SCALED    
 MO0324* NAVD 88     -      1631.23   (meters)    5351.8    (feet)  RESET     
 MO0324  ___________________________________________________________________
 MO0324  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 MO0324
 MO0324  VERT ORDER  -  THIRD
 MO0324
 MO0324.The horizontal coordinates were scaled from a topographic map and have
 MO0324.an estimated accuracy of +/- 6 seconds.
 MO0324
 MO0324.The orthometric height was computed from unverified reset data.
 MO0324.No vertical observational check was made to the station.
 MO0324
 MO0324.The geoid height was determined by GEOID03.
 MO0324
 MO0324;                    North         East    Units  Estimated Accuracy
 MO0324;SPC WY E     -   139,340.      230,420.      MT  (+/- 180 meters Scaled)
 MO0324
 MO0324                          SUPERSEDED SURVEY CONTROL
 MO0324
 MO0324  NGVD 29 (??/??/??) 1630.38   (m)         5349.0    (f) RESET       3  
 MO0324
 MO0324.Superseded values are not recommended for survey control.
 MO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0324.See file dsdata.txt to determine how the superseded data were derived.
 MO0324
 MO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG165225(NAD 83)
 MO0324_MARKER: DB = BENCH MARK DISK
 MO0324_SETTING: 66 = SET IN ROCK OUTCROP
 MO0324_SP_SET: SMALL WASH
 MO0324_STAMPING: B 99 RESET 1954
 MO0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0324+STABILITY: POSITION/ELEVATION WELL
 MO0324
 MO0324  HISTORY     - Date     Condition        Report By
 MO0324  HISTORY     - 1954     MONUMENTED       WYHD
 MO0324  HISTORY     - 1984     GOOD             DMA
 MO0324
 MO0324                          STATION DESCRIPTION
 MO0324
 MO0324'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1954
 MO0324'1 MI E FROM CHUGWATER.
 MO0324'1 MILE EAST ALONG AN OILED ROAD LEADING TO HAWK SPRINGS FROM THE
 MO0324'COLORADO AND SOUTHERN RAILWAY STATION AT CHUGWATER, PLATTE
 MO0324'COUNTY, IN A SMALL VALLEY BETWEEN A LONG GRADE DESCENDING A
 MO0324'BLUFF AND A SMALL GRADE OVER A KNOLL, 1,000 FEET EAST OF A
 MO0324'42-INCH CONCRETE CULVERT, 395 FEET WEST OF AN OFFSET IN THE
 MO0324'RIGHT-OF-WAY FENCE, ON THE WEST BANK OF A SMALL WASH, 60 FEET
 MO0324'NORTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT OUTSIDE THE
 MO0324'RIGHT-OF-WAY FENCE.
 MO0324
 MO0324                          STATION RECOVERY (1984)
 MO0324
 MO0324'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0775 ***********************************************************************
 OX0775  DESIGNATION -  BACON
 OX0775  PID         -  OX0775
 OX0775  STATE/COUNTY-  WY/TETON
 OX0775  USGS QUAD   -  MOSQUITO LAKE (1996)
 OX0775
 OX0775                         *CURRENT SURVEY CONTROL
 OX0775  ___________________________________________________________________
 OX0775* NAD 83(1993)-  43 24 26.77293(N)    110 06 26.63712(W)     ADJUSTED  
 OX0775* NAVD 88     -      3059.8    (meters)   10039.     (feet)  VERTCON   
 OX0775  ___________________________________________________________________
 OX0775  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 OX0775  GEOID HEIGHT-          -8.69  (meters)                     GEOID03
 OX0775
 OX0775  HORZ ORDER  -  THIRD
 OX0775
 OX0775.The horizontal coordinates were established by classical geodetic methods
 OX0775.and adjusted by the National Geodetic Survey in January 1997..
 OX0775
 OX0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0775
 OX0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0775
 OX0775.The geoid height was determined by GEOID03.
 OX0775
 OX0775;                    North         East     Units Scale Factor Converg.
 OX0775;SPC WY W     -   422,916.131   798,050.784   MT  0.99993755   -0 00 59.5
 OX0775;UTM  12      - 4,806,448.460   572,272.023   MT  0.99966425   +0 36 48.3
 OX0775
 OX0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0775!SPC WY W     -   0.99952177  x   0.99993755  =   0.99945935
 OX0775!UTM  12      -   0.99952177  x   0.99966425  =   0.99918618
 OX0775
 OX0775:                Primary Azimuth Mark                     Grid Az
 OX0775:SPC WY W     -  WELLS                                    185 34 30.7
 OX0775:UTM  12      -  WELLS                                    184 56 42.9
 OX0775
 OX0775|---------------------------------------------------------------------|
 OX0775| PID    Reference Object                     Distance      Geod. Az  |
 OX0775|                                                           dddmmss.s |
 OX0775| OX0776 WELLS                               APPROX.13.2 KM 1853331.2 |
 OX0775|---------------------------------------------------------------------|
 OX0775
 OX0775                          SUPERSEDED SURVEY CONTROL
 OX0775
 OX0775  NAD 83(1993)-  43 24 26.76413(N)    110 06 26.62893(W) AD(       ) 3
 OX0775  NAD 83(1986)-  43 24 26.76131(N)    110 06 26.62491(W) AD(       ) 3
 OX0775  NAD 27      -  43 24 26.96273(N)    110 06 24.00452(W) AD(       ) 3
 OX0775  NGVD 29 (07/19/86) 3058.2    (m)        10033.     (f) VERT ANG       
 OX0775
 OX0775.Superseded values are not recommended for survey control.
 OX0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0775.See file dsdata.txt to determine how the superseded data were derived.
 OX0775
 OX0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP7227206448(NAD 83)
 OX0775
 OX0775  HISTORY     - Date     Condition        Report By
 OX0775  HISTORY     - 1905     MONUMENTED       USGS
 OX0775  HISTORY     - 1967     GOOD             USGS
 OX0775
 OX0775                          STATION DESCRIPTION
 OX0775
 OX0775'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OX0775'ON THE HIGHEST POINT OF CLEAR REDDISH-TOPPED TIMBERED RIDGE AT THE
 OX0775'HEAD OF TRIBUTARIES OF WAGON AND TEEPEE CREEKS (OPEN RIVER DRAINAGE)
 OX0775'AND TRIBUTARIES OF BACON CREEK AND GROS VENTRE RIVER (SNAKE RIVER
 OX0775'DRAINAGE).  THE WAGON RD FROM GREEN RIVER TO JACKSON HOLE VIA WAGON
 OX0775'AND BACON CREEKS PASSES 2 MI. N. OF SIGNAL AND THE RD. VIA TEEPEE
 OX0775'CREEK AND GROS VENTRE RIVER PASSES ABOUT THE SAME DISTANCE S. WELLS
 OX0775'POST OFFICE, ON GREEN RIVER IS ABOUT 10 MI. E. AND DARWINS RANCH ON
 OX0775'GROS VENTRE RIVER IS 3 MI. W.
 OX0775'
 OX0775'RECOVERED.
 OX0775'
 OX0775'STATION MARK - TABLET CEMENTED IN SOLID ROCK OVER WHICH A TETRAPOD
 OX0775'SIGNAL AND ROCK MONUMENT WERE BUILT, STAMPED ---BACON 1905---.
 OX0775'STAMPING ADDED IN 1967.
 OX0775'
 OX0775'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0470 ***********************************************************************
 PW0470  DESIGNATION -  BADGER
 PW0470  PID         -  PW0470
 PW0470  STATE/COUNTY-  WY/SHERIDAN
 PW0470  USGS QUAD   -  CEDAR CANYON (1970)
 PW0470
 PW0470                         *CURRENT SURVEY CONTROL
 PW0470  ___________________________________________________________________
 PW0470* NAD 83(1993)-  44 58 10.00251(N)    106 40 56.40465(W)     ADJUSTED  
 PW0470* NAVD 88     -      1425.5    (meters)    4677.     (feet)  VERTCON   
 PW0470  ___________________________________________________________________
 PW0470  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 PW0470  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 PW0470
 PW0470  HORZ ORDER  -  FIRST
 PW0470
 PW0470.The horizontal coordinates were established by classical geodetic methods
 PW0470.and adjusted by the National Geodetic Survey in January 1997..
 PW0470
 PW0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0470
 PW0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0470
 PW0470.The geoid height was determined by GEOID03.
 PW0470
 PW0470;                    North         East     Units Scale Factor Converg.
 PW0470;SPC WYEC     -   596,675.174   451,353.255   MT  0.99996992   +0 27 36.3
 PW0470;SPC MT       -    83,966.526   822,238.210   MT  1.00001848   +2 03 40.1
 PW0470;SPC MT       -   275,480.73  2,697,631.92   iFT  1.00001848   +2 03 40.1
 PW0470;UTM  13      - 4,980,932.821   367,335.794   MT  0.99981641   -1 11 20.9
 PW0470
 PW0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0470!SPC WYEC     -   0.99977884  x   0.99996992  =   0.99974877
 PW0470!SPC MT       -   0.99977884  x   1.00001848  =   0.99979731
 PW0470!UTM  13      -   0.99977884  x   0.99981641  =   0.99959529
 PW0470
 PW0470:                Primary Azimuth Mark                     Grid Az
 PW0470:SPC WYEC     -  BADGER AZ MK                             071 32 19.3
 PW0470:SPC MT       -  BADGER AZ MK                             069 56 15.5
 PW0470:UTM  13      -  BADGER AZ MK                             073 11 16.5
 PW0470
 PW0470|---------------------------------------------------------------------|
 PW0470| PID    Reference Object                     Distance      Geod. Az  |
 PW0470|                                                           dddmmss.s |
 PW0470| CQ4978 BADGER AZ MK                                       0715955.6 |
 PW0470| PW0475 WYOMING POLICE RAD KOF 259 MST      APPROX.41.1 KM 1881310.9 |
 PW0470| PW0477 REA MAST SE OF BELUS                APPROX.41.2 KM 1881537.8 |
 PW0470| PW0476 AIRWAY BCN 28 ENE KEARNEY           APPROX.47.0 KM 1885912.1 |
 PW0470| PW0478 ATT CO RELAY TWR WNW OF BANNER      APPROX.44.5 KM 2053125.9 |
 PW0470| CQ4979 BADGER RM 1                           6.120 METERS 23204     |
 PW0470| CQ4980 BADGER RM 2                           8.585 METERS 31530     |
 PW0470|---------------------------------------------------------------------|
 PW0470
 PW0470                          SUPERSEDED SURVEY CONTROL
 PW0470
 PW0470  NAD 83(1986)-  44 58 09.98979(N)    106 40 56.37950(W) AD(       ) 1
 PW0470  NAD 27      -  44 58 10.07800(N)    106 40 54.15400(W) AD(       ) 1
 PW0470  NGVD 29 (07/19/86) 1424.8    (m)         4675.     (f) VERT ANG       
 PW0470
 PW0470.Superseded values are not recommended for survey control.
 PW0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0470.See file dsdata.txt to determine how the superseded data were derived.
 PW0470
 PW0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK6733680933(NAD 83)
 PW0470_MARKER: DS = TRIANGULATION STATION DISK
 PW0470_SETTING: 0 = UNSPECIFIED SETTING
 PW0470
 PW0470  HISTORY     - Date     Condition        Report By
 PW0470  HISTORY     - 1925     MONUMENTED       CGS
 PW0470  HISTORY     - 1957     GOOD             CGS
 PW0470
 PW0470                          STATION DESCRIPTION
 PW0470
 PW0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PW0470'ABOUT 18 MILES AIR LINE NORTHEAST OF SHERIDAN, 2-1/2 MILES NORTH
 PW0470'OF BADGER CREEK AND ABOUT 2 MILES SOUTH OF WYOMING-MONTANA
 PW0470'STATE LINE, ON ONE OF HIGH POINTS OF BADGER HILLS, ABOUT
 PW0470'1/2 MILE NORTH OF OLD STONE QUARRY WHICH IS ON BLUFF AT SOUTH
 PW0470'END OF RIDGE ON WHICH STATION IS LOCATED.  TO REACH FROM
 PW0470'SHERIDAN TAKE MAIL-ROUTE ROAD TO BADGER CREEK BRIDGE, THEN
 PW0470'TAKE ROAD LEADING EASTWARD UP NORTH SIDE OF CREEK 8 MILES TO
 PW0470'SCHOOLHOUSE ON RIGHT AND LARGE STONE SHEEP SHED ON LEFT.  AT
 PW0470'POINT OF RIDGE MAKING DOWN FROM NORTH JUST EAST OF SCHOOLHOUSE
 PW0470'TAKE ROAD LEADING NORTH TO HOUSE 1/4 MILE DISTANT, PASS
 PW0470'THROUGH LOTS AND FOLLOW PLAIN ROAD NORTH AND WEST UP TO
 PW0470'STONE QUARRY MENTIONED ABOVE.  FROM THERE FOLLOW RIDGE NORTH
 PW0470'TO STATION.  WIRE FENCE CROSSES RIDGE 200 METERS SOUTH
 PW0470'OF STATION.  TRUCK CAN BE DRIVEN TO BASE OF RIDGE ON WHICH
 PW0470'STATION IS LOCATED.  TYPE OF STATION AND REFERENCE MARKS
 PW0470'ESTABLISHED NOT RECORDED BUT PROBABLY STANDARD DISKS IN
 PW0470'CONCRETE OR ROCK.  REFERENCE MARK NO. 1 IS 6.120 METERS
 PW0470'(20.08 FEET) FROM STATION S 51 DEG 53 MIN W.
 PW0470
 PW0470                          STATION RECOVERY (1957)
 PW0470
 PW0470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0470'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 PW0470'TO BE IN GOOD CONDITION.  AN AZIMUTH MARK AND AN ADDITIONAL
 PW0470'REFERENCE MARK WERE ESTABLISHED.  FOLLOWING IS A NEW AND
 PW0470'COMPLETE DESCRIPTION.
 PW0470'
 PW0470'STATION IS ABOUT 18 MILES NORTHEAST OF SHERIDAN, 2-1/2 MILES
 PW0470'NORTH OF BADGER CREEK, 2 MILES SOUTH OF THE MONTANA-WYOMING
 PW0470'STATE LINE, ON THE HIGHEST POINT OF A SPUR RIDGE, IN THE
 PW0470'BADGER HILLS, WHICH RUNS SOUTH FROM THE MAIN RIDGE, WITH
 PW0470'CONSIDERABLY HIGHER GROUND TO THE EAST, NORTHEAST AND SOUTH.
 PW0470'THE OWNER OF THE LAND WAS NOT DETERMINED.
 PW0470'
 PW0470'REACHED FROM THE RAILROAD CROSSING JUST NORTH OF THE RAILROAD
 PW0470'DEPOT IN SHERIDAN, GO EASTERLY ON A MACADAM ROAD FOR 4.6
 PW0470'MILES TO A CROSSROADS AT A SIGN LOWER PRAIRIE DOG ROAD, TURN
 PW0470'LEFT AND GO NORTHERLY ON A GRAVELED ROAD FOR 13.3 MILES TO
 PW0470'THE JOE PILCH RANCH HOUSE ON THE RIGHT AND TWO LARGE GRAIN
 PW0470'STORAGE TANKS ON THE LEFT, CONTINUE NORTHERLY ON THE GRAVELED
 PW0470'ROAD FOR 3.3 MILES TO THE WYOMING STANDARD SCHOOL HOUSE ON THE
 PW0470'LEFT, CONTINUE NORTH AND EAST ON THE MAIN ROAD FOR 2.7 MILES
 PW0470'TO A DRIVE OUT AT TWO MAIL BOXES ON THE RIGHT, CONTINUE
 PW0470'EASTERLY 0.1 MILE TO A SIDE ROAD AND A CATTLE GUARD ON THE
 PW0470'RIGHT, TURN RIGHT, CROSS THE CATTLE GUARD, AND GO
 PW0470'SOUTHEASTERLY ON A GRAVELED ROAD 2.85 MILES TO A CATTLE
 PW0470'GUARD AT A SIGN N-X RANCH, CONTINUE SOUTHEASTERLY FOR
 PW0470'3.95 MILES TO A TRACK ROAD ON THE LEFT, JUST EAST OF A
 PW0470'POWERLINE POLE AND ABOUT 200 FEET NORTH OF A BARN HAVING STONE
 PW0470'WALLS, (THIS ROAD IMPASSABLE IN WET WEATHER) TURN LEFT
 PW0470'AND FOLLOW THE TRACK ROAD NORTHERLY FOR 0.55 MILE TO A
 PW0470'GATE, PASS THROUGH THE GATE AND CONTINUE NORTHERLY 1.35 MILES TO
 PW0470'A WINDMILL AND A SMALL BUILDING ON THE RIGHT, CONTINUE
 PW0470'NORTH AND EAST ON THE TRACK ROAD FOR 1.85 MILE TO AN
 PW0470'EAST-WEST FENCE LINE, TURN SHARP LEFT AND GO WESTERLY,
 PW0470'UP A STEEP HILL, ON A TRACK ROAD FOR 0.9 MILE TO A SMALL
 PW0470'SOLID ROCK BUTTE AND THE AZIMUTH MARK ON THE LEFT, CONTINUE
 PW0470'WESTERLY FOR 0.5 MILE TO THE TOP OF A KNOLL, BEAR RIGHT AND
 PW0470'GO DOWN HILL FOR 0.1 MILE TO A FENCE CORNER, BEAR LEFT AND
 PW0470'GO SOUTHERLY DOWN A DRAW FOR 0.2 MILE, TURN LEFT AND SELECT
 PW0470'WAY EASTERLY UP ANOTHER DRAW FOR ABOUT 0.7 MILE TO THE STATION.
 PW0470'
 PW0470'STATION MARK IS A BRONZE CAP BOLTED TO THE TOP OF A 3-INCH
 PW0470'IRON PIPE, PROJECTING 4 INCHES AND IT IS STAMPED BADGER 1925.
 PW0470'IT IS 120 FEET SOUTHWEST OF A 24-INCH PINE TREE HAVING A
 PW0470'TRIANGULAR BLAZE ON THE WEST SIDE.
 PW0470'
 PW0470'REFERENCE MARK 1 IS A STANDARD DISK, NOT STAMPED, CEMENTED
 PW0470'IN A DRILL HOLE IN THE TOP OF A 6 X 5 FOOT BOULDER THAT
 PW0470'PROJECTS 4 FEET ABOVE THE GROUND SURFACE.  IT IS 133 FEET
 PW0470'SOUTHWEST OF THE TREE.
 PW0470'
 PW0470'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BADGER NO 2 1925,
 PW0470'CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 X 5 FOOT BOULDER
 PW0470'PROJECTING 4 FEET.  IT IS 120 FEET SOUTHWEST OF THE TREE.
 PW0470'
 PW0470'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BADGER 1925,
 PW0470'CEMENTED IN A DRILL HOLE IN THE TOP OF A 6 X 8 FOOT BOULDER
 PW0470'THAT PROJECTS 4 FEET.  IT IS AT THE SOUTH END OF THE BUTTE,
 PW0470'171 FEET SOUTH OF AN EAST-WEST FENCE LINE, 121 FEET SOUTHWEST
 PW0470'OF A SALT LICK, 114 FEET SOUTH OF THE CENTER OF THE TRACK
 PW0470'ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 6 FEET NORTH OF
 PW0470'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0425 ***********************************************************************
 OU0425  DESIGNATION -  BADGER
 OU0425  PID         -  OU0425
 OU0425  STATE/COUNTY-  WY/CONVERSE
 OU0425  USGS QUAD   -  COAL HILL (1984)
 OU0425
 OU0425                         *CURRENT SURVEY CONTROL
 OU0425  ___________________________________________________________________
 OU0425* NAD 83(1993)-  43 04 47.72916(N)    105 49 55.78821(W)     ADJUSTED  
 OU0425* NAVD 88     -      1845.93   (+/-2cm)    6056.2    (feet)  VERTCON   
 OU0425  ___________________________________________________________________
 OU0425  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 OU0425  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 OU0425
 OU0425  HORZ ORDER  -  FIRST
 OU0425  VERT ORDER  -  THIRD ? (See Below)
 OU0425
 OU0425.The horizontal coordinates were established by classical geodetic methods
 OU0425.and adjusted by the National Geodetic Survey in January 1997..
 OU0425
 OU0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0425.The vertical order pertains to the NGVD 29 superseded value.
 OU0425
 OU0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0425
 OU0425.The geoid height was determined by GEOID03.
 OU0425
 OU0425;                    North         East     Units Scale Factor Converg.
 OU0425;SPC WY E     -   286,747.311   145,808.445   MT  0.99997361   -0 27 16.4
 OU0425;UTM  13      - 4,770,026.377   432,259.551   MT  0.99965645   -0 34 06.3
 OU0425
 OU0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0425!SPC WY E     -   0.99971285  x   0.99997361  =   0.99968647
 OU0425!UTM  13      -   0.99971285  x   0.99965645  =   0.99936940
 OU0425
 OU0425|---------------------------------------------------------------------|
 OU0425| PID    Reference Object                     Distance      Geod. Az  |
 OU0425|                                                           dddmmss.s |
 OU0425| CP9553 BADGER RM 1                          10.610 METERS 08341     |
 OU0425| CP9552 BADGER AZ MK                                       0864157.2 |
 OU0425| CP9554 BADGER RM 2                          11.818 METERS 34217     |
 OU0425|---------------------------------------------------------------------|
 OU0425
 OU0425                          SUPERSEDED SURVEY CONTROL
 OU0425
 OU0425  NAD 83(1986)-  43 04 47.71012(N)    105 49 55.76905(W) AD(       ) 1
 OU0425  NAD 27      -  43 04 47.83000(N)    105 49 53.76100(W) AD(       ) 1
 OU0425  NGVD 29 (07/19/86) 1844.95   (m)         6053.0    (f) LEVELING    3  
 OU0425
 OU0425.Superseded values are not recommended for survey control.
 OU0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0425.See file dsdata.txt to determine how the superseded data were derived.
 OU0425
 OU0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3226070026(NAD 83)
 OU0425_MARKER: DS = TRIANGULATION STATION DISK
 OU0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0425
 OU0425  HISTORY     - Date     Condition        Report By
 OU0425  HISTORY     - 1938     MONUMENTED       CGS
 OU0425  HISTORY     - 1948     GOOD             CGS
 OU0425  HISTORY     - 1955     GOOD             USGS
 OU0425
 OU0425                          STATION DESCRIPTION
 OU0425
 OU0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OU0425'STATION IS LOCATED ABOUT 15.5 MILES NORTH AND 2.5 MILES EAST OF
 OU0425'GLENROCK, AND ABOUT 5.5 MILES WEST OF WHAT IS KNOWN AS THE
 OU0425'ROSS ROAD WHICH RUNS FROM DOUGLAS TO ROSS, ON THE HIGHEST
 OU0425'POINT IN THE IMMEDIATE VICINITY, ON THE SOUTHERN OF TWO SMALL
 OU0425'ROUNDED KNOLLS.
 OU0425'
 OU0425'STATION IS REACHED AS FOLLOWS, FROM THE RR CROSSING ONE MILE
 OU0425'EAST OF THE DEPOT IN GLENROCK, GO NORTH 0.2 MILES TO A T ROAD,
 OU0425'THEN TURN EAST AND NORTH FOR 0.6 MILE TO A RR UNDERPASS JUST
 OU0425'AFTER CROSSING RIVER, CONTINUE EAST AND NORTH ON GRADED ROAD
 OU0425'2.3 MILES TO CROSSROADS, TAKE LEFT FORK AND GO 5.3 MILES TO
 OU0425'BRIDGE, KEEP ON MTR AND GO 1.5 MILES TO FORK IN ROAD, TAKE RIGHT
 OU0425'FORK AND GO 1.2 MILES TO CATTLE GUARD, CONTINUE STRAIGHT AHEAD
 OU0425'TO POND ON THE RIGHT SIDE OF ROAD 0.9 MILES, CONTINUE 1.5 MILES
 OU0425'TO FORK, KEEP STRAIGHT AHEAD ON MTR AND GO 0.7 MILES TO FORK
 OU0425'TO RANCH, TAKE RIGHT FORK AND GO NORTH ON THE MTR 0.9 MILES
 OU0425'TO GATE IN FENCE, CONTINUE 1.2 MILES TO HOUSE, CONTINUE 2.0
 OU0425'MILES TO FORK, TAKE RIGHT FORK AND GO 0.6 MILE UP HILL TO
 OU0425'ABANDONED FENCE GATE, THEN CONTINUE NORTH AND EAST 0.8
 OU0425'MILE TO STATION.
 OU0425'
 OU0425'TO REACH THE STATION FROM DOUGLAS, FROM THE BRIDGE OVER THE
 OU0425'NORTH PLATT RIVER WHICH IS ON HIGHWAY 20 AND ABOUT 0/5 MILE
 OU0425'WEST OF DOUGLAS, GO WEST 2.0 MILES TO A SIGNBOARD POINTING
 OU0425'TO ORPHA, TAKE RIGHT FORK AND FOLLOW ORPHA ROAD (GRAVEL) FOR 2.45
 OU0425'MILE, TAKE LEFT FORK AND GO NORTHWEST 3.45 MILES, THEN CROSS
 OU0425'TRACKS AND CONTINUE WEST AND NORTH 1.6 MILES TO A RR UNDERPASS,
 OU0425'JUST AFTER CROSSING RIVER, THEN CONTINUE NORTHWEST ON GRADED
 OU0425'ROAD FOR 0.45 MILE, TAKE LEFT FORK AND GO NORTHWEST ON GRADED
 OU0425'DIRT ROAD FOR 1.3 MILES, THEN CONTINUE STRAIGHT AHEAD ON
 OU0425'RIGHT FORK (GRADED DIRT ROAD) FOR 0.35 MILE, THEN STRAIGHT
 OU0425'AHEAD OF LEFT FORK (GRADED DIRT ROAD) FOR 17.9 MILES TO A
 OU0425'CROSSROAD AND A SIGNBOARD READING BADGER COAL MINE 6.0 MILES,
 OU0425'AND SEVERAL MAIL BOXES, ON THE TOP OF A RIDGE.  THEN LEAVE
 OU0425'THE MAIN ROAD, TURN LEFT AND GO WEST ON BADGER MINE ROAD
 OU0425'(GRADED) 0.2 MILE TO A CATTLE GUARD, THEN CONTINUE WEST OF
 OU0425'MAIN ROAD ALONG TOP OF RIDGE FOR 5.8 MILES, TO WHERE AN
 OU0425'UNIMPROVED ROAD FORKS TO THE LEFT, THEN LEAVE ROAD, TURN
 OU0425'LEFT AND GO SOUTH UP HILL TO HIGHEST POINT AND STATION SITE.
 OU0425'
 OU0425'NOTE--THE ROAD TO GET TO BADGER FROM DOUGLAS IS MUCH BETTER
 OU0425'AND LESS CONFUSING.  IT WOULD BE IMPOSSIBLE TO GET TO BADGER
 OU0425'ON THE ROAD FROM GLENROCK IN WET WEATHER.
 OU0425'
 OU0425'AZIMUTH MARK IS ONE MILE NORTHEAST OF STATION AND 45 FEET
 OU0425'NORTH OF ROAD THAT COMES FROM DOUGLAS TO THE STATION.
 OU0425'
 OU0425'HEIGHT OF LIGHT ABOVE STATION MARK 0.5 METERS.
 OU0425
 OU0425                          STATION RECOVERY (1948)
 OU0425
 OU0425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 OU0425'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 OU0425'CONDITION, EXCEPT THE DISTANCE IN METERS TO REFERENCE MARK NO.
 OU0425'2 WAS FOUND INCORRECT, BUT THE DISTANCE IN FEET WAS FOUND
 OU0425'CORRECT.  THE CORRECT DISTANCE IS SHOWN ABOVE.
 OU0425'
 OU0425'THE STATION IS LOCATED ABOUT 32 MILES AIRLINE NORTHWEST OF
 OU0425'DOUGLAS, ABOUT 29 MILES AIRLINE NORTHEAST OF CASPER, ABOUT
 OU0425'16 MILES AIRLINE NORTH OF GLENROCK, ON THE HIGHEST POINT IN
 OU0425'VICINITY, ON THE SOUTHERN OF TWO SMALL KNOLLS IN THE CENTER
 OU0425'OF A LARGE GRASSY RIDGE.  THE STATION MARK
 OU0425'PROJECTS 6 INCHES AND IS 200 FEET SOUTHEAST OF WHERE
 OU0425'TRACK ROAD FORKS FROM MAIN ROAD, 30 PACES EAST OF TRACK ROAD
 OU0425'AND 8 FEET SOUTH OF A WHITE WITNESS POST.
 OU0425'
 OU0425'REFERENCE MARK NO. 1 PROJECTS 12
 OU0425'INCHES, IS APPROXIMATELY 1 FOOT LOWER THAN THE STATION MARK
 OU0425'AND IS STAMPED, BADGER NO 1 1938.
 OU0425'
 OU0425'REFERENCE MARK NO. 2 PROJECTS 8
 OU0425'INCHES, IS APPROXIMATELY 2 FEET LOWER THAN THE STATION MARK
 OU0425'AND IS STAMPED, BADGER NO 2 1938.
 OU0425'
 OU0425'THE AZIMUTH MARK PROJECTS 6 INCHES,
 OU0425'IS 23 PACES NORTH OF CENTERLINE OF ROAD, 4 FEET EAST-SOUTHEAST
 OU0425'OF A WHITE WITNESS POST AND IS STAMPED, BADGER 1938.
 OU0425'
 OU0425'TO REACH THE AZIMUTH FROM THE STATION GO EAST ON MAIN
 OU0425'ROAD FOR 1.0 MILE TO THE AZIMUTH ON THE RIGHT, NORTH, SIDE
 OU0425'OF ROAD.
 OU0425'
 OU0425'TO REACH THE STATION FROM THE MAIN INTERSECTION AT CAUTION
 OU0425'LIGHT IN GLENROCK.  GO EAST ON U.S. HIGHWAY 20 AND 87 FOR
 OU0425'1 BLOCK TO CROSS STREET.  TURN LEFT, NORTH, AND FOLLOW AN OILED
 OU0425'ROAD FOR 1.0 MILE TO FORK JUST AFTER GOING THROUGH AN UNDERPASS.
 OU0425'TAKE RIGHT FORK AND CONTINUE ON MAIN ROAD FOR 2.3 MILES TO
 OU0425'FORK AND SIGN BADGER CAOL MINE.  TURN LEFT, NORTH, ON GRADED
 OU0425'ROAD FOR 3.5 MILES TO A CATTLE GUARD.  CONTINUE ON MAIN ROAD
 OU0425'FOR 3.0 MILES TO FORK A SHORT WAY AFTER CROSSING A WOODEN
 OU0425'BRIDGE OVER SAND CREEK.  KEEP RIGHT FORK MAIN ROAD FOR 1.4
 OU0425'MILE TO CATTLE GUARD.  CONTINUE ON MAIN ROAD FOR 2.0 MILES TO
 OU0425'FORK.  TAKE LEFT FORK, MAIN ROAD, FOR 1.1 MILE TO CATTLE
 OU0425'GUARD.  CONTINUE ON MAIN ROAD FOR 1.9 TO CATTLE GUARD.
 OU0425'CONTINUE ON MAIN ROAD FOR 0.6 MILE TO A DIM TRACK ROAD ON
 OU0425'RIGHT.  TURN RIGHT, EAST, AND FOLLOW TRACK ROAD FOR 1.3 MILE TO
 OU0425'STATION.  A DRIVE STATION.
 OU0425
 OU0425                          STATION RECOVERY (1955)
 OU0425
 OU0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 OU0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0472 ***********************************************************************
 PX0472  DESIGNATION -  BADGER
 PX0472  PID         -  PX0472
 PX0472  STATE/COUNTY-  WY/PARK
 PX0472  USGS QUAD   -  BADGER BASIN (1987)
 PX0472
 PX0472                         *CURRENT SURVEY CONTROL
 PX0472  ___________________________________________________________________
 PX0472* NAD 83(1993)-  44 55 50.11434(N)    109 06 16.54675(W)     ADJUSTED  
 PX0472* NAVD 88     -      1360.1    (meters)    4462.     (feet)  VERTCON   
 PX0472  ___________________________________________________________________
 PX0472  LAPLACE CORR-         -14.57  (seconds)                    DEFLEC99
 PX0472  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 PX0472
 PX0472  HORZ ORDER  -  THIRD
 PX0472
 PX0472.The horizontal coordinates were established by classical geodetic methods
 PX0472.and adjusted by the National Geodetic Survey in January 1997..
 PX0472
 PX0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0472
 PX0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0472
 PX0472.The geoid height was determined by GEOID03.
 PX0472
 PX0472;                    North         East     Units Scale Factor Converg.
 PX0472;SPC WYWC     -   492,212.130   572,009.214   MT  0.99994713   -0 15 01.6
 PX0472;UTM  12      - 4,976,987.103   649,567.171   MT  0.99987508   +1 20 20.0
 PX0472
 PX0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0472!SPC WYWC     -   0.99978872  x   0.99994713  =   0.99973586
 PX0472!UTM  12      -   0.99978872  x   0.99987508  =   0.99966382
 PX0472
 PX0472:                Primary Azimuth Mark                     Grid Az
 PX0472:SPC WYWC     -  CHAPMAN                                  192 52 30.4
 PX0472:UTM  12      -  CHAPMAN                                  191 17 08.8
 PX0472
 PX0472|---------------------------------------------------------------------|
 PX0472| PID    Reference Object                     Distance      Geod. Az  |
 PX0472|                                                           dddmmss.s |
 PX0472| PX0480 CHAPMAN                             APPROX.11.6 KM 1923728.8 |
 PX0472|---------------------------------------------------------------------|
 PX0472
 PX0472                          SUPERSEDED SURVEY CONTROL
 PX0472
 PX0472  NAD 83(1986)-  44 55 50.09803(N)    109 06 16.52051(W) AD(       ) 3
 PX0472  NGVD 29 (09/11/89) 1359.1    (m)         4459.     (f) VERT ANG       
 PX0472
 PX0472.Superseded values are not recommended for survey control.
 PX0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0472.See file dsdata.txt to determine how the superseded data were derived.
 PX0472
 PX0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4956776987(NAD 83)
 PX0472_MARKER: DS = TRIANGULATION STATION DISK
 PX0472_SETTING: 0 = UNSPECIFIED SETTING
 PX0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0472
 PX0472  HISTORY     - Date     Condition        Report By
 PX0472  HISTORY     - 1947     MONUMENTED       USGS
 PX0472
 PX0472                          STATION DESCRIPTION
 PX0472
 PX0472'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0472'LOCATED IN THE S. HALF OF SEC.7, T.57 N., R.101 W. ABOUT 400 FT. N. OF
 PX0472'THE S. LINE AND 3200 FT. E. OF THE W. LINE OF THE SEC. ABOUT 1.5 MI.
 PX0472'N78 50W (MAG) OF THE POST OFFICE AT BADGER BASIN, WYOMING ON THE MOST
 PX0472'SOUTHERN POINT OF A FLAT TOPPED MESA.
 PX0472'
 PX0472'TO REACH STATION FROM POST OFFICE AT POWELL, WYOMING FOLLOW STATE
 PX0472'HIGHWAY NO. 14 6.0 MI. S. TO RALSTON, WYOMING AND RED FORK W. TO
 PX0472'BADGER BASIN OIL FIELD.  FOLLOW BADGER BASIN RD. 20.6 MI. TO RD. LEFT,
 PX0472'FOLLOW LEFT RD. 1.2 MI. TO POST OFFICE AT BADGER BASIN.  THEN FOLLOW
 PX0472'MAIN RD. NW. 0.9 MI. TO ROADFORK AT THE N. END OF PRIVATE AIRPORT.
 PX0472'TAKE LEFT FORK FOR 0.3 MI. TO WHERE RD. STARTS CURVING TO NW., TURN
 PX0472'LEFT ACROSS DITCH AND FOLLOW DIM TRAIL TO FOOT OF MESA.  LEAVE CAR AND
 PX0472'CLIMB TO TOP OF MESA AND STATION LOCATION.
 PX0472'
 PX0472'STATION MARK - STANDARD STATION TABLET STAMPED---BADGER 1947--- SET
 PX0472'IN ROUND CEMENT POST.
 PX0472'
 PX0472'UNDERGROUND MARK - COCA COLA BOTTLE CENTERED UNDER STATION.
 PX0472'
 PX0472'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1 1947---
 PX0472'CEMENTED IN GRANITE ROCK 42.98 FT. FROM STATION N 70 DEGREES
 PX0472'09 MINUTES NW.
 PX0472'
 PX0472'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED---REF 2 1947---
 PX0472'CEMENTED IN FLAT GRANITE ROCK 49.28 FT. FROM STATION N 31 DEGREES
 PX0472'19 MINUTES NE.
 PX0472'
 PX0472'REFERENCE MARK NO.3 - STANDARD STATION TABLET STAMPED---REF 3 1947---
 PX0472'CEMENTED IN GRANITE ROCK 57.45 FT. FROM STATION N 75 DEGREES
 PX0472'00 MINUTES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0387 ***********************************************************************
 OW0387  DESIGNATION -  BADGER
 OW0387  PID         -  OW0387
 OW0387  STATE/COUNTY-  WY/WASHAKIE
 OW0387  USGS QUAD   -  BLUE MESA EAST (1985)
 OW0387
 OW0387                         *CURRENT SURVEY CONTROL
 OW0387  ___________________________________________________________________
 OW0387* NAD 83(1993)-  43 57 22.93506(N)    108 20 51.54540(W)     ADJUSTED  
 OW0387* NAVD 88     -      1627.0    (meters)    5338.     (feet)  VERTCON   
 OW0387  ___________________________________________________________________
 OW0387  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 OW0387  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 OW0387
 OW0387  HORZ ORDER  -  THIRD
 OW0387
 OW0387.The horizontal coordinates were established by classical geodetic methods
 OW0387.and adjusted by the National Geodetic Survey in January 1997..
 OW0387
 OW0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0387
 OW0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0387
 OW0387.The geoid height was determined by GEOID03.
 OW0387
 OW0387;                    North         East     Units Scale Factor Converg.
 OW0387;SPC WYEC     -   484,402.113   318,590.735   MT  1.00001898   -0 42 14.7
 OW0387;UTM  12      - 4,870,447.286   712,808.329   MT  1.00015703   +1 50 30.2
 OW0387
 OW0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0387!SPC WYEC     -   0.99974700  x   1.00001898  =   0.99976598
 OW0387!UTM  12      -   0.99974700  x   1.00015703  =   0.99990399
 OW0387
 OW0387:                Primary Azimuth Mark                     Grid Az
 OW0387:SPC WYEC     -  PAINT                                    357 36 50.1
 OW0387:UTM  12      -  PAINT                                    355 04 05.2
 OW0387
 OW0387|---------------------------------------------------------------------|
 OW0387| PID    Reference Object                     Distance      Geod. Az  |
 OW0387|                                                           dddmmss.s |
 OW0387| PX0513 PAINT                               APPROX. 7.0 KM 3565435.4 |
 OW0387|---------------------------------------------------------------------|
 OW0387
 OW0387                          SUPERSEDED SURVEY CONTROL
 OW0387
 OW0387  NAD 83(1986)-  43 57 22.92964(N)    108 20 51.53393(W) AD(       ) 3
 OW0387  NGVD 29 (11/06/89) 1626.1    (m)         5335.     (f) VERT ANG       
 OW0387
 OW0387.Superseded values are not recommended for survey control.
 OW0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0387.See file dsdata.txt to determine how the superseded data were derived.
 OW0387
 OW0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP1280870447(NAD 83)
 OW0387_MARKER: DS = TRIANGULATION STATION DISK
 OW0387_SETTING: 0 = UNSPECIFIED SETTING
 OW0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0387
 OW0387  HISTORY     - Date     Condition        Report By
 OW0387  HISTORY     - 1948     MONUMENTED       USGS
 OW0387
 OW0387                          STATION DESCRIPTION
 OW0387
 OW0387'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0387'STATION IS LOCATED ABOUT 20 MI. W-SW. OF WORLAND, ABOUT 3 MI. S. OF
 OW0387'GOOSEBERRY CREEK, ON NE. END OF A LARGE RIDGE.  HILLS TO S. ARE
 OW0387'HIGHER.
 OW0387'
 OW0387'TO REACH FROM WORLAND, FROM POST OFFICE, GO S. ON U.S. HIGHWAY 20 9.5
 OW0387'MI. (ABOUT 0.5 MI. N. OF NIEBER) TO SIDE RD., TURN RIGHT ON MACADAM
 OW0387'ROAD AND GO W. 10.3 MI. TO SIDE RD., TURN LEFT ON RANCH RD. AND GO S.
 OW0387'0.8 MI. TO RANCH, CONTINUE S. 0.2 MI. TO RD. FORK AND GO THROUGH GATE
 OW0387'AND CONTINUE S-SW. 7.8 MI. TO RD. FORK, TAKE LEFT FORK AND GO 1.5 MI.
 OW0387'TO POINT ON TOP OF RIDGE, TURN RIGHT OFF RD. AND GO 0.6 MI. TO
 OW0387'STATION.  (JEEP MILEAGE)
 OW0387'
 OW0387'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT AND STAMPED
 OW0387'---BADGER 1948---.
 OW0387'
 OW0387'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN CONCRETE
 OW0387'MONUMENT, 31.5 FT. FROM STATION MARK, N 37 DEGREES 37 MINUTES, SE.3
 OW0387'STAMPED---BADGER NO. 1 1948---.
 OW0387'
 OW0387'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN CONCRETE
 OW0387'MONUMENT, 40.9 FT. FROM STATION MARK, N 64 DEGREES 51 MINUTES, SW
 OW0387'STAMPED---BADGER NO. 2 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0255 ***********************************************************************
 OW0255  DESIGNATION -  BADWATER
 OW0255  PID         -  OW0255
 OW0255  STATE/COUNTY-  WY/FREMONT
 OW0255  USGS QUAD   -  BONNEVILLE (1980)
 OW0255
 OW0255                         *CURRENT SURVEY CONTROL
 OW0255  ___________________________________________________________________
 OW0255* NAD 83(1993)-  43 18 28.53984(N)    108 00 34.88442(W)     ADJUSTED  
 OW0255* NAVD 88     -      1558.18   (+/-2cm)    5112.1    (feet)  VERTCON   
 OW0255  ___________________________________________________________________
 OW0255  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 OW0255  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 OW0255
 OW0255  HORZ ORDER  -  THIRD
 OW0255  VERT ORDER  -  THIRD ? (See Below)
 OW0255
 OW0255.The horizontal coordinates were established by classical geodetic methods
 OW0255.and adjusted by the National Geodetic Survey in January 1997..
 OW0255
 OW0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0255.The vertical order pertains to the NGVD 29 superseded value.
 OW0255
 OW0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0255
 OW0255.The geoid height was determined by GEOID03.
 OW0255
 OW0255;                    North         East     Units Scale Factor Converg.
 OW0255;SPC WYWC     -   312,127.250   660,059.611   MT  0.99998186   +0 30 28.1
 OW0255;UTM  12      - 4,799,353.577   742,521.226   MT  1.00032357   +2 03 07.6
 OW0255;UTM  13      - 4,799,410.083   255,906.904   MT  1.00033298   -2 03 55.5
 OW0255
 OW0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0255!SPC WYWC     -   0.99975791  x   0.99998186  =   0.99973977
 OW0255!UTM  12      -   0.99975791  x   1.00032357  =   1.00008140
 OW0255!UTM  13      -   0.99975791  x   1.00033298  =   1.00009081
 OW0255
 OW0255|---------------------------------------------------------------------|
 OW0255| PID    Reference Object                     Distance      Geod. Az  |
 OW0255|                                                           dddmmss.s |
 OW0255| CP5307 BADWATER RM 1                         5.807 METERS 14631     |
 OW0255| CP5306 BADWATER AZ MK                                     1844014.2 |
 OW0255| CP5308 BADWATER RM 2                         8.822 METERS 25752     |
 OW0255|---------------------------------------------------------------------|
 OW0255
 OW0255                          SUPERSEDED SURVEY CONTROL
 OW0255
 OW0255  NAD 83(1986)-  43 18 28.52467(N)    108 00 34.88979(W) AD(       ) 3
 OW0255  NAD 27      -  43 18 28.66000(N)    108 00 32.56000(W) AD(       ) 3
 OW0255  NGVD 29 (07/19/86) 1557.22   (m)         5109.0    (f) LEVELING    3  
 OW0255
 OW0255.Superseded values are not recommended for survey control.
 OW0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0255.See file dsdata.txt to determine how the superseded data were derived.
 OW0255
 OW0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN4252199354(NAD 83)
 OW0255_MARKER: DS = TRIANGULATION STATION DISK
 OW0255_SETTING: 66 = SET IN ROCK OUTCROP
 OW0255
 OW0255  HISTORY     - Date     Condition        Report By
 OW0255  HISTORY     - 1936     MONUMENTED       CGS
 OW0255
 OW0255                          STATION DESCRIPTION
 OW0255
 OW0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0255'ABOUT 7 MILES NORTHEAST OF SHOSHONI, ABOUT 10 MILES SOUTH OF
 OW0255'OWL CREEK MOUNTAINS, ABOUT 8 MILES EAST OF U.S. HIGHWAY 20,
 OW0255'ABOUT 2-1/2 MILES NORTH OF BADWATER CREEK, IN LOW COUNTRY
 OW0255'ALMOST ENTIRELY SURROUNDED BY HIGHER HILLS, ABOUT 2 MILES
 OW0255'NORTHEAST OF PROMINENT GROUP OF FLAT-TOPPED HILLS, ON LOW
 OW0255'RISE ON SOUTHEAST SIDE OF GRADED HIGHWAY LEADING NORTHEAST
 OW0255'FROM VILLAGE OF BONNERVILLE, AND ABOUT 3-1/2 MILES NORTHEAST
 OW0255'OF THAT VILLAGE.  TO REACH FROM JUNCTION OF U.S. HIGHWAYS
 OW0255'20 AND 320 IN SHOSHONI, FOLLOW HIGHWAY 20 NORTH 3.0 MILES
 OW0255'TO UNDERPASS (RAILROAD).  CONTINUE NORTH 0.2 MILE TO GRADED
 OW0255'ROAD TO RIGHT.  TURN RIGHT AND FOLLOW THIS ROAD EAST ALONG
 OW0255'NORTH SIDE OF BADWATER CREEK 2.7 MILES TO SEVERAL FORKS AT
 OW0255'SOUTHEAST CORNER OF RANCH YARD AND ABOUT 1/4 MILE NORTH
 OW0255'OF ROUNDHOUSE AT BONNEVILLE.  KEEP STRAIGHT AHEAD AND
 OW0255'FOLLOW MAIN ROAD EAST ALONG TOP OF RIDGE, PASSING ABOUT
 OW0255'1/4 MILE NORTH OF BONNEVILLE, 1.2 MILES TO FORKS.  TAKE RIGHT
 OW0255'FORK EAST AND CONTINUE ON MAIN ROAD THROUGH LOW PASS
 OW0255'2.7 MILES TO FORKS AT SIGN A. AUER, G. FULLER.  RIGHT FORK
 OW0255'GOES EAST TOWARD AZIMUTH MARK.  TAKE LEFT FORK AND GO
 OW0255'0.7 MILE TO TOP OF LOW GRADE.  TURN RIGHT OFF ROAD AND GO
 OW0255'EAST ABOUT 100 YARDS TO HIGHEST POINT OF RISE AND
 OW0255'STATION.  STATION MARK IS STANDARD DISK IN OUTCROPPING
 OW0255'BEDROCK.  REFERENCE MARKS ARE STANDARD DISKS IN
 OW0255'OUTCROPPING BEDROCK.  NO. 1 IS 5.807 METERS
 OW0255'(19.05 FEET) SOUTHEAST OF STATION S 33 DEG 39 MIN E. 31
 OW0255'AND NO. 2 IS 8.822 METERS (28.94 FEET) WEST
 OW0255'S 77 DEG 52 MIN W.  AZIMUTH MARK, NOT DESCRIBED, BUT
 OW0255'PROBABLY STANDARD DISK IN BEDROCK, IS AT ROCK CAIRN, AT LOW
 OW0255'POINT OF ROCKS, ABOUT 0.6 MILE SOUTH OF STATION S 04 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0427 ***********************************************************************
 OV0427  DESIGNATION -  BADWATER
 OV0427  PID         -  OV0427
 OV0427  STATE/COUNTY-  WY/NATRONA
 OV0427  USGS QUAD   -  BADWATER SE (1952)
 OV0427
 OV0427                         *CURRENT SURVEY CONTROL
 OV0427  ___________________________________________________________________
 OV0427* NAD 83(1993)-  43 17 42.66299(N)    107 21 14.33297(W)     ADJUSTED  
 OV0427* NAVD 88     -      2280.2    (meters)    7481.     (feet)  VERTCON   
 OV0427  ___________________________________________________________________
 OV0427  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 OV0427  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 OV0427
 OV0427  HORZ ORDER  -  THIRD
 OV0427
 OV0427.The horizontal coordinates were established by classical geodetic methods
 OV0427.and adjusted by the National Geodetic Survey in January 1997..
 OV0427
 OV0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0427
 OV0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0427
 OV0427.The geoid height was determined by GEOID03.
 OV0427
 OV0427;                    North         East     Units Scale Factor Converg.
 OV0427;SPC WYEC     -   410,445.601   398,324.525   MT  0.99993753   -0 00 51.0
 OV0427;UTM  13      - 4,796,286.075   309,048.610   MT  1.00004855   -1 36 53.1
 OV0427
 OV0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0427!SPC WYEC     -   0.99964454  x   0.99993753  =   0.99958209
 OV0427!UTM  13      -   0.99964454  x   1.00004855  =   0.99969307
 OV0427
 OV0427:                Primary Azimuth Mark                     Grid Az
 OV0427:SPC WYEC     -  JACKPOT                                  096 06 47.5
 OV0427:UTM  13      -  JACKPOT                                  097 42 49.6
 OV0427
 OV0427|---------------------------------------------------------------------|
 OV0427| PID    Reference Object                     Distance      Geod. Az  |
 OV0427|                                                           dddmmss.s |
 OV0427| OV0433 JACKPOT                             APPROX.13.6 KM 0960556.5 |
 OV0427|---------------------------------------------------------------------|
 OV0427
 OV0427                          SUPERSEDED SURVEY CONTROL
 OV0427
 OV0427  NAD 83(1986)-  43 17 42.64290(N)    107 21 14.32596(W) AD(       ) 3
 OV0427  NGVD 29 (09/08/93) 2279.0    (m)         7477.     (f) VERT ANG       
 OV0427
 OV0427.Superseded values are not recommended for survey control.
 OV0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0427.See file dsdata.txt to determine how the superseded data were derived.
 OV0427
 OV0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0904996286(NAD 83)
 OV0427_MARKER: DD = SURVEY DISK
 OV0427_SETTING: 66 = SET IN ROCK OUTCROP
 OV0427_SP_SET: SET IN ROCK OUTCROP
 OV0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0427+STABILITY: POSITION/ELEVATION WELL
 OV0427
 OV0427  HISTORY     - Date     Condition        Report By
 OV0427  HISTORY     - 1905     MONUMENTED       USGS
 OV0427  HISTORY     - 1952     GOOD             USGS
 OV0427
 OV0427                          STATION DESCRIPTION
 OV0427
 OV0427'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OV0427'RECOVERED AND REDESCRIBED AS FOLLOWS
 OV0427'
 OV0427'STATION IS LOCATED ABOUT 14 MI. E. AND 4.0 MI. N. OF LOST CABIN, ON
 OV0427'A GRASSY RIDGE ON THE DIVIDE BETWEEN THE SOUTH FORK OF THE BADWATER
 OV0427'AND DRAINAGE OF ALKALI CREEK.  IN NW. 1/4 SEC. 1, T 38 N, R 88 W.
 OV0427'
 OV0427'TO REACH STATION FROM MAIN CROSSROADS IN LOST CABIN, PROCEED S. ON
 OV0427'GRADED DIRT RD. ABOUT 200 FT., THENCE LEFT (E.) ON GRADED DIRT RD.
 OV0427'2.8 MI. TO Y-FORK, THENCE RIGHT (E.) ON GRADED DIRT RD. 3.4 MI. TO
 OV0427'Y-FORK, THENCE RIGHT (E.) 6.7 MI. TO Y-FORK JUNCTION WITH GRADED
 OV0427'DIRT RD., THENCE LEFT (N.) ON GRADED DIRT RD. ABOUT 4.3 MI. TO
 OV0427'JUNCTION OF BADWATER CREEK, THENCE SHARP RIGHT (E.) ON TRAIL RD.
 OV0427'FOLLOWING BADWATER CREEK, ABOUT 1.5 MI.  STATION LIES ABOUT 0.5 MI.
 OV0427'S., ABOUT 1100 FT. W. OF AND 50 FT. LOWER THAN CAIRN ON HIGHEST
 OV0427'POINT.
 OV0427'
 OV0427'STATION MARK--A BRONZE TABLET, CEMENTED INTO A SOLID ROCK, STAMPED
 OV0427'---VABM 7477---.
 OV0427'
 OV0427'REFERENCE MARK--A CHISELED CROSS ON A LARGE ROCK, 32 FT. W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0497 ***********************************************************************
 NT0497  DESIGNATION -  BAGLEY
 NT0497  PID         -  NT0497
 NT0497  STATE/COUNTY-  WY/LINCOLN
 NT0497  USGS QUAD   -  SAGE VALLEY (1980)
 NT0497
 NT0497                         *CURRENT SURVEY CONTROL
 NT0497  ___________________________________________________________________
 NT0497* NAD 83(1993)-  42 39 10.43144(N)    111 02 40.78254(W)     ADJUSTED  
 NT0497* NAVD 88     -      1928.0    (meters)    6325.     (feet)  VERTCON   
 NT0497  ___________________________________________________________________
 NT0497  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 NT0497  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 NT0497
 NT0497  HORZ ORDER  -  SECOND
 NT0497
 NT0497.The horizontal coordinates were established by classical geodetic methods
 NT0497.and adjusted by the National Geodetic Survey in July 1992..
 NT0497
 NT0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0497
 NT0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0497
 NT0497.The geoid height was determined by GEOID03.
 NT0497
 NT0497;                    North         East     Units Scale Factor Converg.
 NT0497;SPC WY W     -   339,544.870   721,177.170   MT  1.00001391   -0 39 05.0
 NT0497;SPC ID E     -   110,151.582   291,998.310   MT  1.00005146   +0 45 37.0
 NT0497;UTM  12      - 4,722,271.807   496,339.265   MT  0.99960016   -0 01 48.9
 NT0497
 NT0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0497!SPC WY W     -   0.99969950  x   1.00001391  =   0.99971341
 NT0497!SPC ID E     -   0.99969950  x   1.00005146  =   0.99975094
 NT0497!UTM  12      -   0.99969950  x   0.99960016  =   0.99929978
 NT0497
 NT0497|---------------------------------------------------------------------|
 NT0497| PID    Reference Object                     Distance      Geod. Az  |
 NT0497|                                                           dddmmss.s |
 NT0497| CM4218 BAGLEY RM 1                           7.810 METERS 18244     |
 NT0497| NT0495 POISON                              APPROX. 1.4 KM 2272009.8 |
 NT0497| CM4219 BAGLEY RM 2                           9.128 METERS 26841     |
 NT0497| NT0498 BOUNDARY MP 115 ID WY                 6.645 METERS 27830     |
 NT0497|---------------------------------------------------------------------|
 NT0497
 NT0497                          SUPERSEDED SURVEY CONTROL
 NT0497
 NT0497  NAD 83(1986)-  42 39 10.42072(N)    111 02 40.77368(W) AD(       ) 2
 NT0497  NAD 27      -  42 39 10.66500(N)    111 02 38.02200(W) AD(       ) 2
 NT0497  NGVD 29 (07/19/86) 1926.7    (m)         6321.     (f) VERT ANG       
 NT0497
 NT0497.Superseded values are not recommended for survey control.
 NT0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0497.See file dsdata.txt to determine how the superseded data were derived.
 NT0497
 NT0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9633922272(NAD 83)
 NT0497_MARKER: DS = TRIANGULATION STATION DISK
 NT0497_SETTING: 0 = UNSPECIFIED SETTING
 NT0497
 NT0497  HISTORY     - Date     Condition        Report By
 NT0497  HISTORY     - 1946     MONUMENTED       CGS
 NT0497
 NT0497                          STATION DESCRIPTION
 NT0497
 NT0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0497'THE STATION IS LOCATED 7-1/2 MILES, AIRLINE, SOUTHWEST OF
 NT0497'AFTON, NEAR THE IDAHO-WYOMING STATE LINE, ON THE WEST SIDE OF
 NT0497'A LOW HILL NEAR THE SOUTH BANK OF CROW CREEK, 3/10 MILE
 NT0497'SOUTHEAST OF A GROUP OF FARM BUILDINGS, AND 2/10 MILE EAST
 NT0497'OF A COUNTY ROAD.
 NT0497'
 NT0497'THE STATION MARK IS A STANDARD DISC WELDED ON THE TOP OF A THREE
 NT0497'INCH CAST IRON SOIL PIPE WHICH PROJECTS 3 INCHES.  IT IS 21.800
 NT0497'FEET EAST OF THE IDAHO-WYOMING BOUNDARY MILE POST NO. 115.
 NT0497'IT IS STAMPED BAGLEY 1946.
 NT0497'
 NT0497'REFERENCE MARK NO. 1 IS A STANDARD DISC WELDED ON THE TOP OF
 NT0497'A THREE INCH CAST IRON SOIL PIPE WHICH PROJECTS 3 INCHES AND IS 1
 NT0497'FOOT HIGHER THAN THE STATION MARK.  IT IS STAMPED BAGLEY NO 1
 NT0497'1946.
 NT0497'
 NT0497'REFERENCE MARK NO. 2 IS A STANDARD DISC WELDED ON THE TOP OF A
 NT0497'THREE INCH CAST IRON SOIL PIPE WHICH PROJECTS 3 INCHES AND IS
 NT0497'6 INCHES LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 NT0497'STAMPED BAGLEY NO 2 1946.
 NT0497'
 NT0497'THE IDAHO-WYOMING BOUNDARY MILE POST CONSISTS OF A FLAT BOULDER
 NT0497'SET ON EDGE AND SUPPORTED ON THE SIDES BY TWO SMALL BOULDERS.
 NT0497'THE BOULDER IS ABOUT 12 INCHES HIGH AND 18 INCHES LONG.  THERE
 NT0497'IS A W CHISLED ON THE WEST SIDE OF THE ROCK.
 NT0497'
 NT0497'STATION POISON MAY BE USED FOR AN AZIMUTH MARK.
 NT0497'
 NT0497'NO SUITABLE OBJECT WAS FOUND FOR A SUBSTITUTE CONTROL STATION.
 NT0497'
 NT0497'TO REACH THE STATION FROM AFTON GO SOUTH ON U.S. HIGHWAY
 NT0497'NO. 89 FOR 2.25 MILES TO A ROAD LEADING RIGHT AT THE UPPER
 NT0497'STAR VALLEY SWISS CHEESE ASSOCIATION FACTORY.  TURN RIGHT,
 NT0497'WEST, AND GO 3.45 MILES TO A T- ROAD INTERSECTION JUST BEYOND
 NT0497'A RIVER CROSSING.  TURN LEFT, SOUTH, AND GO 0.3 MILES TO FORKS.
 NT0497'KEEP STRAIGHT AHEAD ON THE RIGHT FORK AND GO 3.65 MILES TO
 NT0497'THE IDAHO-WYOMING STATE LINE.  CONTINUE STRAIGHT AHEAD CROSSING
 NT0497'A SMALL CULVERT, THENCE TURN SHARP LEFT ALONG THE WEST SIDE
 NT0497'OF CROW CREEK.  CROSS A SMALL BRIDGE AND GO SOUTH ALONG A
 NT0497'FENCE LINE FOR 0.2 MILE TO A FENCE CORNER AND THE STATION.  A
 NT0497'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1193 ***********************************************************************
 MO1193  DESIGNATION -  BAGO
 MO1193  PID         -  MO1193
 MO1193  STATE/COUNTY-  WY/ALBANY
 MO1193  USGS QUAD   -  SHEEP ROCK (1981)
 MO1193
 MO1193                         *CURRENT SURVEY CONTROL
 MO1193  ___________________________________________________________________
 MO1193* NAD 83(1993)-  41 39 31.93931(N)    105 28 38.51104(W)     ADJUSTED  
 MO1193* NAVD 88     -      2372.9    (meters)    7785.     (feet)  VERTCON   
 MO1193  ___________________________________________________________________
 MO1193  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 MO1193  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 MO1193
 MO1193  HORZ ORDER  -  THIRD
 MO1193
 MO1193.The horizontal coordinates were established by classical geodetic methods
 MO1193.and adjusted by the National Geodetic Survey in January 1997..
 MO1193
 MO1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1193
 MO1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1193
 MO1193.The geoid height was determined by GEOID03.
 MO1193
 MO1193;                    North         East     Units Scale Factor Converg.
 MO1193;SPC WY E     -   128,737.646   174,123.052   MT  0.99994574   -0 12 23.5
 MO1193;UTM  13      - 4,612,012.359   460,255.335   MT  0.99961944   -0 19 02.3
 MO1193
 MO1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1193!SPC WY E     -   0.99962978  x   0.99994574  =   0.99957554
 MO1193!UTM  13      -   0.99962978  x   0.99961944  =   0.99924936
 MO1193
 MO1193:                Primary Azimuth Mark                     Grid Az
 MO1193:SPC WY E     -  DIVIDE                                   356 58 27.4
 MO1193:UTM  13      -  DIVIDE                                   357 05 06.2
 MO1193
 MO1193|---------------------------------------------------------------------|
 MO1193| PID    Reference Object                     Distance      Geod. Az  |
 MO1193|                                                           dddmmss.s |
 MO1193| MO1196 DIVIDE                              APPROX.11.1 KM 3564603.9 |
 MO1193|---------------------------------------------------------------------|
 MO1193
 MO1193                          SUPERSEDED SURVEY CONTROL
 MO1193
 MO1193  NAD 83(1986)-  41 39 31.92390(N)    105 28 38.50674(W) AD(       ) 3
 MO1193  NAD 27      -  41 39 32.02057(N)    105 28 36.55163(W) AD(       ) 3
 MO1193  NGVD 29 (07/19/86) 2371.9    (m)         7782.     (f) VERT ANG       
 MO1193
 MO1193.Superseded values are not recommended for survey control.
 MO1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1193.See file dsdata.txt to determine how the superseded data were derived.
 MO1193
 MO1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG6025512012(NAD 83)
 MO1193_MARKER: DD = SURVEY DISK
 MO1193_SETTING: 66 = SET IN ROCK OUTCROP
 MO1193_SP_SET: SET IN ROCK OUTCROP
 MO1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1193+STABILITY: POSITION/ELEVATION WELL
 MO1193
 MO1193  HISTORY     - Date     Condition        Report By
 MO1193  HISTORY     - 1953     MONUMENTED       USGS
 MO1193
 MO1193                          STATION DESCRIPTION
 MO1193
 MO1193'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1193'STATION LOCATED ABOUT 13 MI. (AIRLINE) NE. OF BOSLER AND ABOUT 1.0 MI.
 MO1193'N. OF THE HEADWATERS OF NORTH SYBILLE CREEK, ON THE HIGHEST POINT OF
 MO1193'A PROMINENT KNOLL, IN SEC. 33, T 20 N, R 72 W.
 MO1193'
 MO1193'TO REACH FROM POST OFFICE IN LARAMIE, GO 17.7 MI. N. ON U.S. HIGHWAY
 MO1193'30-287 TO STATE HIGHWAY 34, TURN RIGHT AND PROCEED NE. FOR 10.0 MI.
 MO1193'TO GRAVEL RD. TURNOFF, LOCALLY KNOWN AS OLD WHEATLAND HIGHWAY, TAKE
 MO1193'RD. 2.2 MI. TO RD. FORK, TURN LEFT ON TRACK RD. AND GO 0.1 MI. TO RD.
 MO1193'FORK, TAKE LEFT FORK AND GO 1.6 MI. PASSING THRU 2 GATES, AT THIS
 MO1193'POINT TURN RIGHT (S.) AND PROCEED CROSS COUNTRY 0.4 MI. TO CREST OF
 MO1193'HILL AND STATION SITE.
 MO1193'
 MO1193'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---BAGO 1953---, SET
 MO1193'IN ROCK OUTCROP.
 MO1193'
 MO1193'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0388 ***********************************************************************
 OW0388  DESIGNATION -  BAIN
 OW0388  PID         -  OW0388
 OW0388  STATE/COUNTY-  WY/FREMONT
 OW0388  USGS QUAD   -  BAIN DRAW (1979)
 OW0388
 OW0388                         *CURRENT SURVEY CONTROL
 OW0388  ___________________________________________________________________
 OW0388* NAD 83(1993)-  43 30 46.33210(N)    109 26 47.58450(W)     ADJUSTED  
 OW0388* NAVD 88     -      2146.9    (meters)    7044.     (feet)  VERTCON   
 OW0388  ___________________________________________________________________
 OW0388  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 OW0388  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 OW0388
 OW0388  HORZ ORDER  -  THIRD
 OW0388
 OW0388.The horizontal coordinates were established by classical geodetic methods
 OW0388.and adjusted by the National Geodetic Survey in January 1997..
 OW0388
 OW0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0388
 OW0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0388
 OW0388.The geoid height was determined by GEOID03.
 OW0388
 OW0388;                    North         East     Units Scale Factor Converg.
 OW0388;SPC WYWC     -   334,864.629   543,680.662   MT  0.99997650   -0 28 46.6
 OW0388;UTM  12      - 4,818,942.821   625,561.666   MT  0.99979393   +1 04 11.0
 OW0388
 OW0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0388!SPC WYWC     -   0.99966478  x   0.99997650  =   0.99964129
 OW0388!UTM  12      -   0.99966478  x   0.99979393  =   0.99945878
 OW0388
 OW0388:                Primary Azimuth Mark                     Grid Az
 OW0388:SPC WYWC     -  WIND RIVER                               293 46 57.6
 OW0388:UTM  12      -  WIND RIVER                               292 14 00.0
 OW0388
 OW0388|---------------------------------------------------------------------|
 OW0388| PID    Reference Object                     Distance      Geod. Az  |
 OW0388|                                                           dddmmss.s |
 OW0388| OW0369 WIND RIVER                          APPROX. 6.5 KM 2931811.0 |
 OW0388|---------------------------------------------------------------------|
 OW0388
 OW0388                          SUPERSEDED SURVEY CONTROL
 OW0388
 OW0388  NAD 83(1986)-  43 30 46.31993(N)    109 26 47.57438(W) AD(       ) 3
 OW0388  NGVD 29 (11/06/89) 2145.8    (m)         7040.     (f) VERT ANG       
 OW0388
 OW0388.Superseded values are not recommended for survey control.
 OW0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0388.See file dsdata.txt to determine how the superseded data were derived.
 OW0388
 OW0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP2556218943(NAD 83)
 OW0388_MARKER: DD = SURVEY DISK
 OW0388_SETTING: 0 = UNSPECIFIED SETTING
 OW0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0388
 OW0388  HISTORY     - Date     Condition        Report By
 OW0388  HISTORY     - 1950     MONUMENTED       USGS
 OW0388
 OW0388                          STATION DESCRIPTION
 OW0388
 OW0388'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0388'STATION IS LOCATED IN SEC. 11, T 6 N, OF WIND RIVER BASE LINE, R 6 W,
 OW0388'OF WIND RIVER MERIDIAN.  STATION IS ON SHARP CONICAL TOP ABOUT 1.4 MI.
 OW0388'UP BAIN DRAW FROM THE INTERSECTION OF BAIN DRAW AND THE NORTH FORK OF
 OW0388'THE BIG WIND RIVER.
 OW0388'
 OW0388'TO REACH STATION BY JEEP, DRIVE NW. ON U.S. HIGHWAY NO. 287 FROM THE
 OW0388'BURRIS POST OFFICE IN FREMONT COUNTY, WYOMING, FOR 14.9 MI. TO FORK
 OW0388'NE. AND ANDERSONS RANCH.  TAKE FORK RIGHT, TO NE. AND FOLLOW MAIN RD.
 OW0388'UP THE NORTH FORK OF THE BIG WIND RIVER FOR 7.7 MI. TO MAIL BOX AND
 OW0388'RD. FORK E.  TAKE FORK E. FOR 0.4 MI. TO BRIDGE ACROSS NORTH FORK OF
 OW0388'BIG WIND RIVER.  CROSS RIVER AND CONTINUE S. ALONG RIVER THRU RANCH
 OW0388'YARD FOR 3.5 MI. TO BAIN DRAW, AND LARGE STONE HOUSE.  TURN LEFT UP
 OW0388'BAIN DRAW FOR 1.3 MI.  STATION LIES ON SHARP, CONICAL TOP ABOUT 100
 OW0388'YDS. NW. FROM THIS POINT.
 OW0388'
 OW0388'STATION MARK--STANDARD USGS TABLET SET IN BOULDER IN PLACE, STAMPED
 OW0388'---W. R. BAIN, 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0455 ***********************************************************************
 NR0455  DESIGNATION -  BAIROIL
 NR0455  PID         -  NR0455
 NR0455  STATE/COUNTY-  WY/FREMONT
 NR0455  USGS QUAD   -  SAGEBRUSH PARK (1984)
 NR0455
 NR0455                         *CURRENT SURVEY CONTROL
 NR0455  ___________________________________________________________________
 NR0455* NAD 83(1993)-  42 17 51.32810(N)    107 38 38.45623(W)     ADJUSTED  
 NR0455* NAVD 88     -      2659.4    (meters)    8725.     (feet)  VERTCON   
 NR0455  ___________________________________________________________________
 NR0455  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 NR0455  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 NR0455
 NR0455  HORZ ORDER  -  FIRST
 NR0455
 NR0455.The horizontal coordinates were established by classical geodetic methods
 NR0455.and adjusted by the National Geodetic Survey in January 1997..
 NR0455
 NR0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0455
 NR0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0455
 NR0455.The geoid height was determined by GEOID03.
 NR0455
 NR0455;                    North         East     Units Scale Factor Converg.
 NR0455;SPC WYWC     -   200,223.335   691,198.312   MT  1.00003980   +0 44 39.7
 NR0455;SPC WYEC     -   299,677.679   374,381.605   MT  0.99994557   -0 12 32.7
 NR0455;UTM  13      - 4,686,203.956   282,044.715   MT  1.00018453   -1 46 48.3
 NR0455
 NR0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0455!SPC WYWC     -   0.99958517  x   1.00003980  =   0.99962495
 NR0455!SPC WYEC     -   0.99958517  x   0.99994557  =   0.99953076
 NR0455!UTM  13      -   0.99958517  x   1.00018453  =   0.99976962
 NR0455
 NR0455|---------------------------------------------------------------------|
 NR0455| PID    Reference Object                     Distance      Geod. Az  |
 NR0455|                                                           dddmmss.s |
 NR0455| CP5309 BAIROIL RM 1 AZIMUTH                               01857     |
 NR0455| CP5310 BAIROIL RM 2                         62.560 METERS 04038     |
 NR0455| NR0454 RAPID                               APPROX. 6.1 KM 0742014.5 |
 NR0455| MP0608 SALT LAKE CITY OMAHA AWY BN 27      APPROX.73.2 KM 1383129.5 |
 NR0455| MP0674 SALT LAKE OMAHA SITE 24 BCN         APPROX.63.1 KM 1815649.9 |
 NR0455| CP5311 BAIROIL RM 3                         39.792 METERS 20647     |
 NR0455| MQ0435 SALT LAKE OMAHA SITE 22 BCN         APPROX.80.6 KM 2082126.8 |
 NR0455| MQ0447 SALT LAKE OMAHA SITE 20 BCN                        2271641.3 |
 NR0455|---------------------------------------------------------------------|
 NR0455
 NR0455                          SUPERSEDED SURVEY CONTROL
 NR0455
 NR0455  NAD 83(1986)-  42 17 51.31525(N)    107 38 38.45197(W) AD(       ) 1
 NR0455  NAD 27      -  42 17 51.47300(N)    107 38 36.18300(W) AD(       ) 1
 NR0455  NGVD 29 (07/19/86) 2658.1    (m)         8721.     (f) VERT ANG       
 NR0455
 NR0455.Superseded values are not recommended for survey control.
 NR0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0455.See file dsdata.txt to determine how the superseded data were derived.
 NR0455
 NR0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG8204586204(NAD 83)
 NR0455_MARKER: DS = TRIANGULATION STATION DISK
 NR0455_SETTING: 80 = SET IN A BOULDER
 NR0455_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NR0455
 NR0455  HISTORY     - Date     Condition        Report By
 NR0455  HISTORY     - 1933     MONUMENTED       CGS
 NR0455  HISTORY     - 1958     GOOD             USGS
 NR0455
 NR0455                          STATION DESCRIPTION
 NR0455
 NR0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 NR0455'ABOUT 35 MILES NORTH-NORTHWEST OF RAWLINS, 4 MILES WEST-NORTHWEST
 NR0455'OF BAIROIL OIL CAMP, IN T. 27 N., R. 91 W., NEAR EAST EDGE OF
 NR0455'CREST NEAR CENTER OF LONG SPUR EXTENDING SOUTHWARD FROM EAST
 NR0455'END OF GREEN MOUNTAINS (RIDGE HAS SCATTERING OF TREES ON EAST
 NR0455'SIDE, AND IS 1/4 MILE SOUTH OF POINTED HILL TOPPED WITH SLIGHT
 NR0455'GROWTH OF TREES).  TO REACH FROM RAWLINS, FOLLOW U.S. HIGHWAY
 NR0455'287 NORTH 35 MILES TO LAMONT, GO WEST 4.6 MILES TO BAIROIL, GO
 NR0455'SOUTH ACROSS BRIDGE, FOLLOW RIGHT FORK WEST, FOLLOW TRAIL
 NR0455'NORTHWEST 3-1/2 MILES TO RANCH ON LEFT, CONTINUE NORTH 2
 NR0455'MILES, TURN WEST AND GO 1/2 MILE UP OPEN DRAW TO END OF TRUCK
 NR0455'TRAVEL, GO WEST TO SUMMIT OF MAIN RIDGE SOUTH OF DRAW, AND GO
 NR0455'SOUTH ABOUT 300 YARDS ALONG RIDGE TO STATION SITE.  MARKED BY
 NR0455'STANDARD STATION DISK IN BOULDER.  REFERENCE
 NR0455'MARKS NO. 1 AND NO.  2 ARE STANDARD REFERENCE DISKS IN
 NR0455'BOULDERS.  NO. 1 IS ON SLOPE OF RIDGE, ABOUT 25
 NR0455'FEET WEST AND 100 FEET SOUTH OF ISOLATED GROUP OF TREES, AND
 NR0455'APPROXIMATELY 1/2 MILE FROM STATION N 18 DEG 57 MIN E.
 NR0455'NO. 2 IS ALONG CREST OF SAME RIDGE, AND 205.25 FEET
 NR0455'FROM STATION N 40 DEG 38 MIN E.  REFERENCE MARK NO. 3
 NR0455'IS STANDARD REFERENCE DISK IN BEDROCK. AT RIM OF
 NR0455'RIDGE, JUST WEST OF GROUP OF PINE TREES, AND 130.55 FEET FROM
 NR0455'STATION S 26 DEG 47 MIN W.
 NR0455
 NR0455                          STATION RECOVERY (1958)
 NR0455
 NR0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (IJB)
 NR0455'RECOVERED AND DESCRIBED AS
 NR0455'FOLLOWS
 NR0455'
 NR0455'ABOUT 35 MI. NNW. OF RAWLINS, 4 MI. WNW. OF BAIROIL OIL CAMP IN
 NR0455'T 27 N, R 91 W.  NEAR E. EDGE OF CREST NEAR CENTER OF LONG SPUR
 NR0455'EXTENDING SOUTHWARD FROM E. END OF GREEN MOUNTAINS (RIDGE HAS
 NR0455'SCATTERING OF TREES ON E. SIDE, AND IS 1/4 MI. S. OF POINTED
 NR0455'HILL TOPPED WITH SLIGHT GROWTH OF TREES).  STATION REACHED BY
 NR0455'HELICOPTER.  ROUTE DESCRIPTION AS DESCRIBED BY NGS IN SP 212, PAGE
 NR0455'134 WAS NOT USED.  REFERENCE MARKS WERE NOT SEARCHED FOR.
 NR0455'
 NR0455'STATION MARK--STANDARD USC AND GS DISK STAMPED ---BAIROIL 1933---,
 NR0455'WEDGED IN A DRILL HOLE IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0389 ***********************************************************************
 OW0389  DESIGNATION -  BALD
 OW0389  PID         -  OW0389
 OW0389  STATE/COUNTY-  WY/HOT SPRINGS
 OW0389  USGS QUAD   -  KATES BASIN (1952)
 OW0389
 OW0389                         *CURRENT SURVEY CONTROL
 OW0389  ___________________________________________________________________
 OW0389* NAD 83(1993)-  43 35 38.03325(N)    108 30 08.16371(W)     ADJUSTED  
 OW0389* NAVD 88     -      1992.3    (meters)    6536.     (feet)  VERTCON   
 OW0389  ___________________________________________________________________
 OW0389  LAPLACE CORR-         -11.75  (seconds)                    DEFLEC99
 OW0389  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 OW0389
 OW0389  HORZ ORDER  -  THIRD
 OW0389
 OW0389.The horizontal coordinates were established by classical geodetic methods
 OW0389.and adjusted by the National Geodetic Survey in January 1997..
 OW0389
 OW0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0389
 OW0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0389
 OW0389.The geoid height was determined by GEOID03.
 OW0389
 OW0389;                    North         East     Units Scale Factor Converg.
 OW0389;SPC WYWC     -   343,660.679   620,003.442   MT  0.99994242   +0 10 15.0
 OW0389;UTM  12      - 4,829,800.877   701,617.523   MT  1.00010003   +1 43 22.3
 OW0389
 OW0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0389!SPC WYWC     -   0.99968960  x   0.99994242  =   0.99963203
 OW0389!UTM  12      -   0.99968960  x   1.00010003  =   0.99978960
 OW0389
 OW0389:                Primary Azimuth Mark                     Grid Az
 OW0389:SPC WYWC     -  MOUND                                    183 53 50.4
 OW0389:UTM  12      -  MOUND                                    182 20 43.1
 OW0389
 OW0389|---------------------------------------------------------------------|
 OW0389| PID    Reference Object                     Distance      Geod. Az  |
 OW0389|                                                           dddmmss.s |
 OW0389| OW0428 MOUND                               APPROX. 2.2 KM 1840405.4 |
 OW0389|---------------------------------------------------------------------|
 OW0389
 OW0389                          SUPERSEDED SURVEY CONTROL
 OW0389
 OW0389  NAD 83(1986)-  43 35 38.02046(N)    108 30 08.17189(W) AD(       ) 3
 OW0389  NGVD 29 (11/06/89) 1991.3    (m)         6533.     (f) VERT ANG       
 OW0389
 OW0389.Superseded values are not recommended for survey control.
 OW0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0389.See file dsdata.txt to determine how the superseded data were derived.
 OW0389
 OW0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP0161829801(NAD 83)
 OW0389_MARKER: DS = TRIANGULATION STATION DISK
 OW0389_SETTING: 0 = UNSPECIFIED SETTING
 OW0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0389
 OW0389  HISTORY     - Date     Condition        Report By
 OW0389  HISTORY     - 1950     MONUMENTED       USGS
 OW0389
 OW0389                          STATION DESCRIPTION
 OW0389
 OW0389'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0389'STATION LOCATED ON HIGHEST POINT OF HIGHEST BALD HILL, E. EDGE OF
 OW0389'CANYON, APPROXIMATELY 6.6 MI. N. OF MEXICAN PASS, APPROXIMATELY 14.7
 OW0389'MI. W. OF BIG HORN RIVER, 1.0 MI. E. DIRT RD., IN SE. 1/4 SEC. 10,
 OW0389'T 7 N, R 3 E.
 OW0389'
 OW0389'TO REACH STATION FROM THERMOPOLIS, INTERSECTION U.S. HIGHWAY 20 AND
 OW0389'STATE HIGHWAY 120, PROCEED NW. ALONG STATE HIGHWAY 120 FOR 4.9 MI. TO
 OW0389'BRIDGE AND GRAVEL SIDE RD. TO LEFT (W.), TURN LEFT (W.) AND GO ALONG
 OW0389'GRAVEL SIDE RD. FOR 3.4 MI. TO FORK, TAKE LEFT FORK W., CONTINUE UP
 OW0389'CANYON FOR 5.1 MI. TO FENCE GATE, PASS THRU GATE.  TURN LEFT (S.)
 OW0389'SHARP, GO ALONG OLD DIRT RD. ALONG SIDE FENCE LINE, PASSING OVER WOOD
 OW0389'BRIDGE AND PASSING RANCH HOUSE FOR 0.9 MI. TO CATTLEGUARD.  CONTINUE
 OW0389'1.5 MI. TO CATTLEGUARD, CONTINUE 1.5 MI. TO ANOTHER CATTLEGUARD,
 OW0389'CONTINUE 1.4 MI. TO CATTLEGUARD.  CONTINUE 0.6 MI. TO GATE LEADING
 OW0389'INTO RANCH, PASS THRU GATE.  GO 0.05 MI. TO RD. LEADING DOWN TO
 OW0389'CATTLE PENS, TURN LEFT (S.), GO 0.1 MI. TO SURFACE STREAM CROSSING
 OW0389'PASSING THRU CATTLE PEN AND TWO GATES.  CONTINUE UP STEEP GRADE FOR
 OW0389'0.9 MI. TO GATE, CONTINUE 1.6 MI. TO SURFACE STREAM CROSSING AND GATE,
 OW0389'PASS THRU GATE, TURN LEFT (E.) SHARP, GO ACROSS COUNTRY ALONG FENCE
 OW0389'LINE FOR 0.1 MI. TO RAVINE, TURN RIGHT (S.) AND GO 0.1 MI. TO END
 OW0389'TRUCK TRAVEL, PACK ACROSS RAVINE UP ALONG SAND SPUR RIDGE TO SMALL
 OW0389'SADDLE, THENCE BEAR RIGHT (E.) AND CONTINUE UP STEEP HILL TO TOP OF
 OW0389'BALD HILL AND STATION.  ABOUT 40 MINUTE PACK WITH OBSERVING GEAR.
 OW0389'
 OW0389'RECOVERED BY USGS IN 1952.
 OW0389'
 OW0389'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN LARGE LEDGE OF
 OW0389'SANDSTONE, STAMPED---BALD 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0635 ***********************************************************************
 NT0635  DESIGNATION -  BALD KNOLL
 NT0635  PID         -  NT0635
 NT0635  STATE/COUNTY-  WY/SUBLETTE
 NT0635  USGS QUAD   -  PINE GROVE RIDGE (1969)
 NT0635
 NT0635                         *CURRENT SURVEY CONTROL
 NT0635  ___________________________________________________________________
 NT0635* NAD 83(1993)-  42 23 58.59907(N)    110 29 03.47047(W)     ADJUSTED  
 NT0635* NAVD 88     -      3145.6    (meters)   10320.     (feet)  VERTCON   
 NT0635  ___________________________________________________________________
 NT0635  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 NT0635  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 NT0635
 NT0635  HORZ ORDER  -  THIRD
 NT0635
 NT0635.The horizontal coordinates were established by classical geodetic methods
 NT0635.and adjusted by the National Geodetic Survey in January 1997..
 NT0635
 NT0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0635
 NT0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0635
 NT0635.The geoid height was determined by GEOID03.
 NT0635
 NT0635;                    North         East     Units Scale Factor Converg.
 NT0635;SPC WY W     -   311,040.467   766,990.520   MT  0.99995090   -0 16 13.3
 NT0635;UTM  12      - 4,694,274.903   542,441.063   MT  0.99962216   +0 20 51.9
 NT0635
 NT0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0635!SPC WY W     -   0.99950874  x   0.99995090  =   0.99945966
 NT0635!UTM  12      -   0.99950874  x   0.99962216  =   0.99913108
 NT0635
 NT0635:                Primary Azimuth Mark                     Grid Az
 NT0635:SPC WY W     -  RILEY                                    353 43 43.7
 NT0635:UTM  12      -  RILEY                                    353 06 38.5
 NT0635
 NT0635|---------------------------------------------------------------------|
 NT0635| PID    Reference Object                     Distance      Geod. Az  |
 NT0635|                                                           dddmmss.s |
 NT0635| NT0636 RILEY                               APPROX. 9.9 KM 3532730.4 |
 NT0635|---------------------------------------------------------------------|
 NT0635
 NT0635                          SUPERSEDED SURVEY CONTROL
 NT0635
 NT0635  NAD 83(1993)-  42 23 58.59612(N)    110 29 03.47115(W) AD(       ) 3
 NT0635  NAD 83(1986)-  42 23 58.58565(N)    110 29 03.46261(W) AD(       ) 3
 NT0635  NAD 27      -  42 23 58.81152(N)    110 29 00.84363(W) AD(       ) 3
 NT0635  NGVD 29 (07/19/86) 3144.0    (m)        10315.     (f) VERT ANG       
 NT0635
 NT0635.Superseded values are not recommended for survey control.
 NT0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0635.See file dsdata.txt to determine how the superseded data were derived.
 NT0635
 NT0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4244194275(NAD 83)
 NT0635_MARKER: DD = SURVEY DISK
 NT0635_SETTING: 66 = SET IN ROCK OUTCROP
 NT0635_SP_SET: SET IN A ROCK LEDGE
 NT0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0635+STABILITY: POSITION/ELEVATION WELL
 NT0635
 NT0635  HISTORY     - Date     Condition        Report By
 NT0635  HISTORY     - 1928     MONUMENTED       USFS
 NT0635  HISTORY     - 1969     GOOD             USGS
 NT0635
 NT0635                          STATION DESCRIPTION
 NT0635
 NT0635'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NT0635'LOCATED ABOUT 17 MI. NW. OF TULSA, ON HIGHEST POINT OF RIDGE LOCALLY
 NT0635'KNOWN AS LAKE MOUNTAIN.
 NT0635'
 NT0635'RECOVERED AND REDESCRIBED AS FOLLOWS
 NT0635'
 NT0635'FROM THE POST OFFICE AT BIG PINEY, GO E. 0.2 MI. TO U.S. HIGHWAY 189,
 NT0635'TURN S. ALONG HIGHWAY 3.2 MI. TO A PAVED COUNTY RD. W., FOLLOW THE
 NT0635'RD. WESTERLY AND SOUTHERLY 10.9 MI. TO A RD. W., FOLLOW BLADED RD. W.
 NT0635'3.1 MI. TO A FORK, TAKE RIGHT FORK 0.9 MI. TO FIVE-WAY JUNCTION, TAKE
 NT0635'SECOND RD. ON LEFT 0.1 MI. TO FORK, TAKE LEFT RD. 1.1 MI. TO FORK,
 NT0635'TAKE RIGHT FORK CROSSING PINE GROVE CREEK AND UP PINE GROVE RIDGE 9.0
 NT0635'MI. TO A TRACK RD. RIGHT, JUST AFTER A LEFT BEND AROUND A GROUP OF
 NT0635'TREES, FOLLOW TRACK RD. 1.1 MI., GO E. ACROSS COUNTRY 0.1 MI. E. TO
 NT0635'HIGH POINT AND STATION.
 NT0635'
 NT0635'STATION MARK--U.S. DEPARTMENT OF AGRICULTURE, FOREST SERVICE,
 NT0635'TRIANGULATION STATION MARK TABLET, CEMENTED IN ROCK LEDGE, STAMPED
 NT0635'---BALD KNOLL 1928---.
 NT0635'
 NT0635'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK TABLET, CEMENTED
 NT0635'IN EDGE OF LEDGE 56.10 FT. FROM STATION MARK, S 08 DEG 04 MIN W.
 NT0635'
 NT0635'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK TABLET, CEMENTED
 NT0635'IN EDGE OF LEDGE 50.51 FT. FROM STATION MARK, S 61 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0267 ***********************************************************************
 NS0267  DESIGNATION -  BALD MOUNTAIN
 NS0267  PID         -  NS0267
 NS0267  STATE/COUNTY-  WY/FREMONT
 NS0267  USGS QUAD   -  MOCCASIN LAKE (1981)
 NS0267
 NS0267                         *CURRENT SURVEY CONTROL
 NS0267  ___________________________________________________________________
 NS0267* NAD 83(1993)-  42 52 31.20528(N)    109 02 01.31827(W)     ADJUSTED  
 NS0267* NAVD 88     -      3028.6    (meters)    9936.     (feet)  VERTCON   
 NS0267  ___________________________________________________________________
 NS0267  LAPLACE CORR-         -21.12  (seconds)                    DEFLEC99
 NS0267  GEOID HEIGHT-          -9.57  (meters)                     GEOID03
 NS0267
 NS0267  HORZ ORDER  -  SECOND
 NS0267
 NS0267.The horizontal coordinates were established by classical geodetic methods
 NS0267.and adjusted by the National Geodetic Survey in January 1997..
 NS0267
 NS0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0267
 NS0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0267
 NS0267.The geoid height was determined by GEOID03.
 NS0267
 NS0267;                    North         East     Units Scale Factor Converg.
 NS0267;SPC WYWC     -   263,844.441   576,821.595   MT  0.99994411   -0 11 34.9
 NS0267;UTM  12      - 4,748,846.466   660,595.937   MT  0.99991730   +1 20 17.4
 NS0267
 NS0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0267!SPC WYWC     -   0.99952676  x   0.99994411  =   0.99947090
 NS0267!UTM  12      -   0.99952676  x   0.99991730  =   0.99944410
 NS0267
 NS0267:                Primary Azimuth Mark                     Grid Az
 NS0267:SPC WYWC     -  BALD MOUNTAIN AZ MK                      115 29 24.1
 NS0267:UTM  12      -  BALD MOUNTAIN AZ MK                      113 57 31.8
 NS0267
 NS0267|---------------------------------------------------------------------|
 NS0267| PID    Reference Object                     Distance      Geod. Az  |
 NS0267|                                                           dddmmss.s |
 NS0267| CP5318 BALD MOUNTAIN AZ MK                                1151749.2 |
 NS0267| CP5319 BALD MOUNTAIN RM 1                                 12047     |
 NS0267| CP5320 BALD MOUNTAIN RM 2                                 20151     |
 NS0267|---------------------------------------------------------------------|
 NS0267
 NS0267                          SUPERSEDED SURVEY CONTROL
 NS0267
 NS0267  NAD 83(1986)-  42 52 31.20112(N)    109 02 01.31769(W) AD(       ) 2
 NS0267  NAD 27      -  42 52 31.34700(N)    109 01 58.85600(W) AD(       ) 2
 NS0267  NGVD 29 (07/19/86) 3027.3    (m)         9932.     (f) VERT ANG       
 NS0267
 NS0267.Superseded values are not recommended for survey control.
 NS0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0267.See file dsdata.txt to determine how the superseded data were derived.
 NS0267
 NS0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6059648846(NAD 83)
 NS0267_MARKER: DS = TRIANGULATION STATION DISK
 NS0267_SETTING: 80 = SET IN A BOULDER
 NS0267_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NS0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0267
 NS0267  HISTORY     - Date     Condition        Report By
 NS0267  HISTORY     - 1936     MONUMENTED       CGS
 NS0267  HISTORY     - 1951     GOOD             USGS
 NS0267  HISTORY     - 1976     GOOD             USGS
 NS0267
 NS0267                          STATION DESCRIPTION
 NS0267
 NS0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0267'ABOUT 16 MILES WEST FROM LANDER, 11-1/2 MILES SOUTHWEST FROM FORT
 NS0267'WASHAKIE, ON EAST SIDE OF WIND RIVER MOUNTAINS, ON PROMINENT
 NS0267'PEAK WHICH IS VISIBLE FROM MOST PARTS OF WIND RIVER VALLEY,
 NS0267'AND HAS APPEARANCE OF GENTLY SLOPING BARE DOME.  TO REACH FROM
 NS0267'FORT WASHAKIE, FOLLOW STATE HIGHWAY 287 SOUTHERLY 1.15 MILES
 NS0267'TO WIND RIVER-ETHETE ROAD.  TURN RIGHT (WEST) AND AT 1.8 MILES,
 NS0267'JOG RIGHT ABOUT 100 FEET AND CONTINUE WESTERLY AND
 NS0267'SOUTHWESTERLY ON GRAVEL ROAD.  AT 4.5 MILES TAKE LEFT FORK
 NS0267'(GRAVEL ROAD).  AT 6.3 MILES AND END OF GRAVEL TAKE RIGHT
 NS0267'FORK.  AT 7.3 MILES PASS CATTLE GUARD IN FENCE LINE.  AT
 NS0267'11.2 MILES SEVERAL TRAIL ROADS LEAVE GRADED ROAD AND ASCEND
 NS0267'HILL IN MORE DIRECT ROUTES.  IN NORMAL WEATHER TAKE RIGHT-HAND
 NS0267'ROAD AND AT 11.6 MILES RE-ENTER IMPROVED ROAD.  AT 19.1
 NS0267'MILES TELEPHONE LINE CROSSES ROAD ABOUT 0.2 MILE BEYOND TOP
 NS0267'OF SADDLE, AND GRADED ROAD CONTINUES ON 1.3 MILES TO
 NS0267'MOSQUITO PARK RANGER STATION.  TURN SHARPLY TO LEFT SOUTH OF
 NS0267'TELEPHONE LINE AND FOLLOW ROAD WHICH RUNS NORTHEASTERLY TO
 NS0267'TOP OF DIVIDE NORTH OF BARE MOUNTAIN TO EAST.  AT 19.8
 NS0267'MILES TURN RIGHT ACROSS COUNTRY AT POINT EAST OF ROCK
 NS0267'BREAKS.  AND AT 20.4 MILES REACH HIGHEST POINT ON BARE
 NS0267'RIDGE AND STATION WHICH IS 35 FEET SOUTH OF ROCK CAIRN AND
 NS0267'POLE OF U.S. GEOLOGICAL SURVEY.  STATION MARK IS STANDARD
 NS0267'DISK IN BOULDER.  REFERENCE MARKS ARE STANDARD DISKS
 NS0267'IN BOULDER.  NO. 1 IS 16.508 METERS (54.16 FEET)
 NS0267'SOUTHEAST FROM STATION S 59 DEG 13 MIN E, AND NO. 2
 NS0267'IS 20.578 METERS (67.51 FEET) SOUTHWEST S 21 DEG 51 MIN W.
 NS0267'DISTANCE BETWEEN REFERENCE MARKS IS 24.313 METERS
 NS0267'(79.77 FEET).  AZIMUTH MARK IS STANDARD DISK IN OUTCROPPING
 NS0267'BEDROCK, ON ROCKY RIDGE WHICH HAS PROMINENT BLUFFS,
 NS0267'ON HIGHEST POINT OF RIDGE AS SEEN FROM STATION, 9 YARDS
 NS0267'NORTHEAST FROM EDGE OF BLUFF AND ABOUT 0.8 MILE SOUTHEAST OF
 NS0267'STATION S 64 DEG 42 MIN E.
 NS0267
 NS0267                          STATION RECOVERY (1951)
 NS0267
 NS0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (ATW)
 NS0267'RECOVERED AS DESCRIBED.
 NS0267
 NS0267                          STATION RECOVERY (1976)
 NS0267
 NS0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NS0267'RECOVERED BY USGS IN 1951 AS DESCRIBED.
 NS0267'
 NS0267'RECOVERED BY USGS IN 1976 AND REDESCRIBED AS FOLLOWS
 NS0267'
 NS0267'LOCATED ON THE HIGHEST POINT OF A HIGH, GRASS COVERED RIDGE CALLED
 NS0267'--BALD MOUNTAIN--.  IT IS ABOUT 15 MI. W. OF LANDER AND ABOUT 11.5
 NS0267'MI. SW. OF FORT WASHAKIE ON THE E. SIDE OF THE WIND RIVER MOUNTAINS.
 NS0267'
 NS0267'TO REACH THE STATION FROM THE TRIBAL COUNCIL COMPLEX BUILDING ON THE
 NS0267'WIND RIVER INDIAN RESERVATION IN FORT WASHAKIE, GO E. ON A PAVED
 NS0267'STREET FOR 0.1 MI. TO ITS INTERSECTION WITH U.S. HIGHWAY 287.  TURN
 NS0267'RIGHT AND GO S. ON U.S. 287 FOR 1.0 MI. TO A PAVED CROSSROAD.  TURN
 NS0267'RIGHT AND GO WESTERLY ON THE PAVED RD. FOR 5.2 MI. TO THE END OF THE
 NS0267'PAVEMENT AND A Y-FORK.  TAKE THE RIGHT FORK WESTERLY PAST SOME
 NS0267'SANDSTONE CLIFFS FOR 0.3 MI. TO A Y-FORK.  BEAR RIGHT AND TAKE THE
 NS0267'MAIN GRAVEL RD. WESTERLY UP THE HILLS FOR 4.7 MI. TO A POINT WHERE
 NS0267'THE GRAVEL RD. CONTINUES TO WIND UP THE HILLS TO THE LEFT AND A DIRT
 NS0267'SHORT-CUT RD. CONTINUES STRAIGHT AHEAD UP THE HILL.  THIS DIRT RD. IS
 NS0267'PASSABLE WITH A 2-WHEEL DRIVE VEHICLE IN GOOD WEATHER.  TAKE THE DIRT
 NS0267'RD. UP THE HILL FOR 0.4 MI. TO WHERE IT AGAIN JOINS THE MAIN RD.
 NS0267'CONTINUE WESTERLY ALONG THE GRAVEL RD. UP THE HILLS FOR 3.6 MI. TO A
 NS0267'BRIDGE OVER DICKINSON CREEK.  CONTINUE IN A WESTERLY DIRECTION OVER
 NS0267'THE CREEK AND UP THE HILLS FOR 4.1 MI. TO A FORK WHERE THE MAIN RD. TO
 NS0267'MOCCASIN LAKE CONTINUES W., A DIRT RD. RUNS SW. OVER A LOW SADDLE AND
 NS0267'A TRACK RD. CURVES SHARPLY BACK TO THE SE.  TURN LEFT AND TAKE THE
 NS0267'TRACK RD. SE. FOR 0.5 MI. TO A HIGH SADDLE AND A Y-FORK.  TAKE THE
 NS0267'RIGHT FORK AND CONTINUE SE. FOR 0.2 MI. TO THE NE. END OF A LOW
 NS0267'LIMESTONE ESCARPMENT WHICH FORMS THE N. AND W. EDGES OF BALD
 NS0267'MOUNTAIN.  TURN SHARPLY RIGHT AND FOLLOW A TRACK RD. ALONG THE TOP
 NS0267'OF THIS ESCARPMENT UP THE HILL FOR ABOUT 1.0 MI. TO THE HIGHEST
 NS0267'POINT AND THE STATION.
 NS0267'
 NS0267'STATION MARK--STANDARD USC AND GS DISK SET IN BOULDER, STAMPED
 NS0267'---BALD MTN. 1936---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0473 ***********************************************************************
 PX0473  DESIGNATION -  BALD RIDGE
 PX0473  PID         -  PX0473
 PX0473  STATE/COUNTY-  WY/PARK
 PX0473  USGS QUAD   -  BALD PEAK (1991)
 PX0473
 PX0473                         *CURRENT SURVEY CONTROL
 PX0473  ___________________________________________________________________
 PX0473* NAD 83(1993)-  44 49 08.36189(N)    109 19 20.64696(W)     ADJUSTED  
 PX0473* NAVD 88     -      2637.2    (meters)    8652.     (feet)  VERTCON   
 PX0473  ___________________________________________________________________
 PX0473  LAPLACE CORR-         -28.86  (seconds)                    DEFLEC99
 PX0473  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 PX0473
 PX0473  HORZ ORDER  -  THIRD
 PX0473
 PX0473.The horizontal coordinates were established by classical geodetic methods
 PX0473.and adjusted by the National Geodetic Survey in January 1997..
 PX0473
 PX0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0473
 PX0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0473
 PX0473.The geoid height was determined by GEOID03.
 PX0473
 PX0473;                    North         East     Units Scale Factor Converg.
 PX0473;SPC WYWC     -   479,909.331   554,728.866   MT  0.99996269   -0 24 12.5
 PX0473;UTM  12      - 4,964,211.628   632,636.185   MT  0.99981633   +1 10 57.6
 PX0473
 PX0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0473!SPC WYWC     -   0.99958832  x   0.99996269  =   0.99955102
 PX0473!UTM  12      -   0.99958832  x   0.99981633  =   0.99940472
 PX0473
 PX0473                          SUPERSEDED SURVEY CONTROL
 PX0473
 PX0473  NAD 83(1986)-  44 49 08.35054(N)    109 19 20.61959(W) AD(       ) 3
 PX0473  NGVD 29 (09/11/89) 2636.0    (m)         8648.     (f) VERT ANG       
 PX0473
 PX0473.Superseded values are not recommended for survey control.
 PX0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0473.See file dsdata.txt to determine how the superseded data were derived.
 PX0473
 PX0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ3263664212(NAD 83)
 PX0473_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PX0473_SETTING: 0 = UNSPECIFIED SETTING
 PX0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0473
 PX0473  HISTORY     - Date     Condition        Report By
 PX0473  HISTORY     - 1947     MONUMENTED       USGS
 PX0473
 PX0473                          STATION DESCRIPTION
 PX0473
 PX0473'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0473'LOCATED IN SEC.24 T.56 N., R.104 W., 275 FT. W. OF E. LINE AND 2300
 PX0473'FT. S. OF NORTH LINE OF SECTION ON HIGHEST POINT OF A MOUNTAIN KNOWN
 PX0473'AS BALD RIDGE, ABOUT 2.4 MI. SW. OF THE MOUTH OF CLARKSFORK CANYON AND
 PX0473'4200 FT. HIGHER THAN CANYON FLOOR.
 PX0473'
 PX0473'TO REACH STATION FROM POST OFFICE AT CODY, WYOMING FOLLOW MAIN RD.
 PX0473'TOWARD CLARK, WYOMING FOR ABOUT 15 MI. TO INTERSECTION OF MAIN RD.
 PX0473'INTO SUNLIGHT BASIN, TURN W. AND FOLLOW MAIN RD. TO WHERE RD. CROSSES
 PX0473'DRY FORK OF PAINT CREEK, ABOUT 10 MI.  A SHEEP WAGON RD. TURNS N. TO
 PX0473'TOP OF RIDGE HERE, A FOUR WHEEL DRIVE VEHICLE CAN BE DRIVEN A PART OF
 PX0473'THIS RD.  FOLLOW SHEEP WAGON RD. ALONG RIDGE FOR 4 MI., LEAVE TRUCK
 PX0473'AND CONTINUE ALONG RIDGE FOR 3.5 MI. TO HIGHEST POINT AND STATION
 PX0473'LOCATION.
 PX0473'
 PX0473'STATION MARK - STANDARD FOREST SERVICE TABLET STAMPED---BALD RIDGE---
 PX0473'CEMENTED IN ROCK.
 PX0473'
 PX0473'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0300 ***********************************************************************
 NS0300  DESIGNATION -  BALDY
 NS0300  PID         -  NS0300
 NS0300  STATE/COUNTY-  WY/SUBLETTE
 NS0300  USGS QUAD   -  HORSESHOE LAKE (1978)
 NS0300
 NS0300                         *CURRENT SURVEY CONTROL
 NS0300  ___________________________________________________________________
 NS0300* NAD 83(1993)-  42 59 58.28139(N)    109 35 24.11395(W)     ADJUSTED  
 NS0300* NAVD 88     -      3615.6    (meters)   11862.     (feet)  VERTCON   
 NS0300  ___________________________________________________________________
 NS0300  LAPLACE CORR-          14.50  (seconds)                    DEFLEC99
 NS0300  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 NS0300
 NS0300  HORZ ORDER  -  THIRD
 NS0300
 NS0300.The horizontal coordinates were established by classical geodetic methods
 NS0300.and adjusted by the National Geodetic Survey in January 1997..
 NS0300
 NS0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0300
 NS0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0300
 NS0300.The geoid height was determined by GEOID03.
 NS0300
 NS0300;                    North         East     Units Scale Factor Converg.
 NS0300;SPC WY W     -   377,718.836   840,222.129   MT  0.99995740   +0 20 11.2
 NS0300;SPC WYWC     -   277,943.189   531,506.581   MT  0.99999519   -0 34 22.5
 NS0300;UTM  12      - 4,761,726.277   614,925.916   MT  0.99976248   +0 57 42.1
 NS0300
 NS0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0300!SPC WY W     -   0.99943464  x   0.99995740  =   0.99939206
 NS0300!SPC WYWC     -   0.99943464  x   0.99999519  =   0.99942983
 NS0300!UTM  12      -   0.99943464  x   0.99976248  =   0.99919726
 NS0300
 NS0300:                Primary Azimuth Mark                     Grid Az
 NS0300:SPC WY W     -  JACK ET                                  354 57 00.6
 NS0300:SPC WYWC     -  JACK ET                                  355 51 34.3
 NS0300:UTM  12      -  JACK ET                                  354 19 29.7
 NS0300
 NS0300|---------------------------------------------------------------------|
 NS0300| PID    Reference Object                     Distance      Geod. Az  |
 NS0300|                                                           dddmmss.s |
 NS0300| OW0353 JACK ET                             APPROX.13.4 KM 3551711.8 |
 NS0300|---------------------------------------------------------------------|
 NS0300
 NS0300                          SUPERSEDED SURVEY CONTROL
 NS0300
 NS0300  NAD 83(1986)-  42 59 58.26491(N)    109 35 24.10359(W) AD(       ) 3
 NS0300  NAD 27      -  42 59 58.44507(N)    109 35 21.57266(W) AD(       ) 3
 NS0300  NGVD 29 (07/19/86) 3614.0    (m)        11857.     (f) VERT ANG       
 NS0300
 NS0300.Superseded values are not recommended for survey control.
 NS0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0300.See file dsdata.txt to determine how the superseded data were derived.
 NS0300
 NS0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN1492661726(NAD 83)
 NS0300_MARKER: DD = SURVEY DISK
 NS0300_SETTING: 80 = SET IN A BOULDER
 NS0300_SP_SET: SET IN DRILL HOLE IN A BOULDER
 NS0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0300+STABILITY: SURFACE MOTION
 NS0300
 NS0300  HISTORY     - Date     Condition        Report By
 NS0300  HISTORY     - 1964     MONUMENTED       USGS
 NS0300
 NS0300                          STATION DESCRIPTION
 NS0300
 NS0300'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NS0300'STATION LOCATED N. AND E. OF PINEDALE, WYOMING ON HIGHEST POINT OF
 NS0300'STABLE ROCK NEAR THE N. END OF MOUNT BALDY.  REACHED BY HELICOPTER.
 NS0300'
 NS0300'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN DRILL HOLE IN
 NS0300'OUTCROPPING BOULDER, 11.5 FT. E. OF CENTER OF CAIRN 6 FT. TALL AND 6
 NS0300'FT. IN DIAMETER.  TABLET IS STAMPED ---VABM BALDY 1968---.  AN
 NS0300'OUTCROPPING BOULDER HALFWAY BETWEEN THE STATION AND CAIRN IS CHISELED
 NS0300'---BM 11840---.
 NS0300'THIS ROCK IS MOST LIKELY THE 1906 TOPOGRAPHERS VABM.
 NS0300'
 NS0300'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0773 ***********************************************************************
 OX0773  DESIGNATION -  BALDY ET
 OX0773  PID         -  OX0773
 OX0773  STATE/COUNTY-  WY/TETON
 OX0773  USGS QUAD   -  ROSIES RIDGE (1996)
 OX0773
 OX0773                         *CURRENT SURVEY CONTROL
 OX0773  ___________________________________________________________________
 OX0773* NAD 83(1993)-  43 47 16.49036(N)    110 19 52.10040(W)     ADJUSTED  
 OX0773* NAVD 88     -      2605.0    (meters)    8547.     (feet)  VERTCON   
 OX0773  ___________________________________________________________________
 OX0773  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 OX0773  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 OX0773
 OX0773  HORZ ORDER  -  THIRD
 OX0773
 OX0773.The horizontal coordinates were established by classical geodetic methods
 OX0773.and adjusted by the National Geodetic Survey in January 1997..
 OX0773
 OX0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0773
 OX0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0773
 OX0773.The geoid height was determined by GEOID03.
 OX0773
 OX0773;                    North         East     Units Scale Factor Converg.
 OX0773;SPC WY W     -   465,215.726   780,055.032   MT  0.99994239   -0 10 17.3
 OX0773;UTM  12      - 4,848,534.726   553,816.042   MT  0.99963562   +0 27 46.3
 OX0773
 OX0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0773!SPC WY W     -   0.99959301  x   0.99994239  =   0.99953543
 OX0773!UTM  12      -   0.99959301  x   0.99963562  =   0.99922878
 OX0773
 OX0773:                Primary Azimuth Mark                     Grid Az
 OX0773:SPC WY W     -  BLACK ROCK                               342 08 27.4
 OX0773:UTM  12      -  BLACK ROCK                               341 30 23.8
 OX0773
 OX0773|---------------------------------------------------------------------|
 OX0773| PID    Reference Object                     Distance      Geod. Az  |
 OX0773|                                                           dddmmss.s |
 OX0773| OX0771 BLACK ROCK                          APPROX. 7.4 KM 3415810.1 |
 OX0773|---------------------------------------------------------------------|
 OX0773
 OX0773                          SUPERSEDED SURVEY CONTROL
 OX0773
 OX0773  NAD 83(1993)-  43 47 16.48251(N)    110 19 52.09299(W) AD(       ) 3
 OX0773  NAD 83(1986)-  43 47 16.47988(N)    110 19 52.08614(W) AD(       ) 3
 OX0773  NAD 27      -  43 47 16.69151(N)    110 19 49.37297(W) AD(       ) 3
 OX0773  NGVD 29 (07/19/86) 2603.6    (m)         8542.     (f) VERT ANG       
 OX0773
 OX0773.Superseded values are not recommended for survey control.
 OX0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0773.See file dsdata.txt to determine how the superseded data were derived.
 OX0773
 OX0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP5381648535(NAD 83)
 OX0773_MARKER: P = PIPE CAP
 OX0773_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0773_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0773
 OX0773  HISTORY     - Date     Condition        Report By
 OX0773  HISTORY     - 1965     MONUMENTED       USGS
 OX0773
 OX0773                          STATION DESCRIPTION
 OX0773
 OX0773'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0773'LOCATED ABOUT 14 MI. (AIRLINE) ESE. OF MORAN POST OFFICE, WYOMING,
 OX0773'ABOUT 12.5 MI. (AIRLINE) WNW. OF TOGWOTEE PASS, ABOUT 11.5 MI.
 OX0773'(AIRLINE) E. OF ELK POST OFFICE, WYOMING.
 OX0773'
 OX0773'TO REACH FROM MORAN POST OFFICE, WYOMING, GO E. 7.8 MI. ALONG U.S.
 OX0773'HIGHWAY 26 AND 287 TO RD. JUNCTION AT U.S.F.S. HATCHET CAMP GROUND.
 OX0773'(THIS RD. JUNCTION IS 0.2 MI. E. OF HATCHET MOTEL AND 0.1 MI. W. OF
 OX0773'THE U.S.F.S. BLACK ROCK RANGER STATION OFFICE.)  LEAVE HIGHWAY AND
 OX0773'GO S. (EASTERLY) 2.9 MI. ALONG GRADED RD. TO RD. FORK, BESIDE A
 OX0773'SMALL LAKE, TAKE RIGHT FORK AND CONTINUE 1.8 MI. ALONG RD. TO RD.
 OX0773'FORK AT U.S.F.S. SIGN POST READING ---TO BALDY 1.0 - 4 AND LILY
 OX0773'LAKE - 1---, TAKE LEFT FORK AND CONTINUE 1.8 MI. TO MINOR RD. FORK,
 OX0773'LEAVE GRADED RD. AND TAKE LEFT FORK (THIS RD. FORK IS 0.3 MI. NW.
 OX0773'OF LILY LAKE), CONTINUE 1.2 MI. ALONG TRACK RD. TO BALD OPEN RIDGE
 OX0773'TOP AND STATION SITE.  THIS IS SITE OF FORMER ---BALDY MTN.
 OX0773'LOOKOUT---, WHICH WAS DESTROYED.
 OX0773'
 OX0773'STATION MARK--STANDARD COPPERWELD ROD WAS DRIVEN SOLIDLY INTO
 OX0773'GROUND AT APPROXIMATE CENTER OF LOOKOUT SITE.  THE CAP ON ROD
 OX0773'WAS STAMPED ---BALDY-ET 1965---.  A 3 FT. CAIRN OF CONCRETE
 OX0773'BLOCKS AND ROCK WAS BUILT OVER STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0772 ***********************************************************************
 OX0772  DESIGNATION -  BALDY MOUNTAIN LOOKOUT
 OX0772  PID         -  OX0772
 OX0772  STATE/COUNTY-  WY/TETON
 OX0772  USGS QUAD   -  ROSIES RIDGE (1996)
 OX0772
 OX0772                         *CURRENT SURVEY CONTROL
 OX0772  ___________________________________________________________________
 OX0772* NAD 83(1993)-  43 47 16.49088(N)    110 19 52.12076(W)     ADJUSTED  
 OX0772* NAVD 88     -                                                        
 OX0772  ___________________________________________________________________
 OX0772  LAPLACE CORR-           6.63  (seconds)                    DEFLEC99
 OX0772  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 OX0772
 OX0772  HORZ ORDER  -  THIRD
 OX0772
 OX0772.The horizontal coordinates were established by classical geodetic methods
 OX0772.and adjusted by the National Geodetic Survey in January 1997..
 OX0772
 OX0772
 OX0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0772
 OX0772.The geoid height was determined by GEOID03.
 OX0772
 OX0772;                    North         East     Units Scale Factor Converg.
 OX0772;SPC WY W     -   465,215.744   780,054.577   MT  0.99994239   -0 10 17.3
 OX0772;UTM  12      - 4,848,534.739   553,815.587   MT  0.99963562   +0 27 46.3
 OX0772
 OX0772                          SUPERSEDED SURVEY CONTROL
 OX0772
 OX0772  NAD 83(1993)-  43 47 16.48251(N)    110 19 52.11257(W) AD(       ) 4
 OX0772  NAD 83(1986)-  43 47 16.47995(N)    110 19 52.10945(W) AD(       ) 4
 OX0772  NAD 27      -  43 47 16.68400(N)    110 19 49.39900(W) AD(       ) 3
 OX0772
 OX0772.Superseded values are not recommended for survey control.
 OX0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0772.See file dsdata.txt to determine how the superseded data were derived.
 OX0772
 OX0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP5381648535(NAD 83)
 OX0772_MARKER: 73 = LOOKOUT HOUSE
 OX0772
 OX0772  HISTORY     - Date     Condition        Report By
 OX0772  HISTORY     - 1946     FIRST OBSERVED   USFS
 OX0772
 OX0772                          STATION DESCRIPTION
 OX0772
 OX0772'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0479 ***********************************************************************
 PW0479  DESIGNATION -  BANNER
 PW0479  PID         -  PW0479
 PW0479  STATE/COUNTY-  WY/SHERIDAN
 PW0479  USGS QUAD   -  STORY (1993)
 PW0479
 PW0479                         *CURRENT SURVEY CONTROL
 PW0479  ___________________________________________________________________
 PW0479* NAD 83(1993)-  44 36 08.42244(N)    106 55 55.53478(W)     ADJUSTED  
 PW0479* NAVD 88     -      1943.5    (meters)    6376.     (feet)  VERTCON   
 PW0479  ___________________________________________________________________
 PW0479  LAPLACE CORR-         -24.71  (seconds)                    DEFLEC99
 PW0479  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 PW0479
 PW0479  HORZ ORDER  -  FIRST
 PW0479
 PW0479.The horizontal coordinates were established by classical geodetic methods
 PW0479.and adjusted by the National Geodetic Survey in January 1997..
 PW0479
 PW0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0479
 PW0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0479
 PW0479.The geoid height was determined by GEOID03.
 PW0479
 PW0479;                    North         East     Units Scale Factor Converg.
 PW0479;SPC WYEC     -   555,754.295   431,852.611   MT  0.99994997   +0 16 54.3
 PW0479;UTM  13      - 4,940,592.559   346,671.433   MT  0.99988911   -1 21 25.0
 PW0479
 PW0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0479!SPC WYEC     -   0.99969723  x   0.99994997  =   0.99964721
 PW0479!UTM  13      -   0.99969723  x   0.99988911  =   0.99958637
 PW0479
 PW0479|---------------------------------------------------------------------|
 PW0479| PID    Reference Object                     Distance      Geod. Az  |
 PW0479|                                                           dddmmss.s |
 PW0479| CQ4992 BANNER RM 1                           7.010 METERS 06047     |
 PW0479| CQ4991 BANNER AZ MK                                       2660158.6 |
 PW0479| CQ4993 BANNER RM 2                           8.086 METERS 31125     |
 PW0479|---------------------------------------------------------------------|
 PW0479
 PW0479                          SUPERSEDED SURVEY CONTROL
 PW0479
 PW0479  NAD 83(1986)-  44 36 08.40513(N)    106 55 55.51306(W) AD(       ) 1
 PW0479  NAD 27      -  44 36 08.50100(N)    106 55 53.28600(W) AD(       ) 1
 PW0479  NGVD 29 (11/30/89) 1942.7    (m)         6374.     (f) VERT ANG       
 PW0479
 PW0479.Superseded values are not recommended for survey control.
 PW0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0479.See file dsdata.txt to determine how the superseded data were derived.
 PW0479
 PW0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4667140593(NAD 83)
 PW0479_MARKER: I = METAL ROD
 PW0479_SETTING: 0 = UNSPECIFIED SETTING
 PW0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0479
 PW0479  HISTORY     - Date     Condition        Report By
 PW0479  HISTORY     - 1925     MONUMENTED       CGS
 PW0479  HISTORY     - 1957     GOOD             CGS
 PW0479  HISTORY     - 1964     GOOD             USGS
 PW0479
 PW0479                          STATION DESCRIPTION
 PW0479
 PW0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PW0479'ABOUT 3 MILES DIRECT AND 4 MILES BY ROAD AND TRAIL WEST OF
 PW0479'BANNER POST OFFICE, 15 MILES DIRECTLY SOUTH OF SHERIDAN, ON
 PW0479'EAST END OF SPUR OF BIG HORN MOUNTAINS, ABOUT 150 METERS
 PW0479'(492 FEET) WEST OF EASTERN END OF POINT, ON HIGHEST PART OF
 PW0479'RIDGE, AND JUST EAST OF DEPRESSION CUT OUT BY EFFECTS OF
 PW0479'WIND.  POINT IS PLAINLY VISIBLE FROM BANNER IN MAGNETIC BEARING
 PW0479'256 DEG.  SOUTHERN SLOPE OF RIDGE IS PARTLY COVERED WITH
 PW0479'TIMBER, AND THERE IS NO TIMBER ON TOP.  TO REACH, FOLLOW
 PW0479'SHERIDAN-CASPER HIGHWAY TO BANNER POST OFFICE, PROCEED NORTH
 PW0479'ABOUT 1/2 MILE TO HOUSE ON RIGHT AND LARGE BARN ON LEFT,
 PW0479'FOLLOW RIGHT-HAND ROAD TO ELDREDS PLACE ABOUT 2 MILES DISTANT,
 PW0479'AND FOLLOW OLD WOOD ROAD WHICH LEADS TO TOP OF RIDGE A
 PW0479'SHORT DISTANCE FROM STATION.  TRUCK CAN BE DRIVEN ABOUT
 PW0479'1/2 MILE BEYOND THE ELDREDS PLACE AND PACK CARRIED ABOUT
 PW0479'1/2 MILE TO STATION SITE.  SURFACE MARK IS IRON PIPE.
 PW0479'UNDERGROUND MARK IS TABLET.  THERE ARE NO REFERENCE MARKS.
 PW0479
 PW0479                          STATION RECOVERY (1957)
 PW0479
 PW0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0479'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK WAS
 PW0479'FOUND IN GOOD CONDITION.  TWO REFERENCE MARKS, NUMBERS 1 AND
 PW0479'2 (DESCRIBED) AND AN AZIMUTH MARK WERE ESTABLISHED
 PW0479'BY THIS PARTY.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 PW0479'
 PW0479'STATION IS ON THE EAST END OF A HIGH, PROMINENT RIDGE, ABOUT
 PW0479'3 MILES WEST OF BANNER AND ABOUT 3 MILES NORTHWEST OF STORY.
 PW0479'
 PW0479'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 14 IN THE
 PW0479'SOUTH EDGE OF SHERIDAN, BY GOING SOUTHERLY ON HIGHWAY 87 FOR 14.2
 PW0479'MILES TO A MACADAM ROAD RIGHT AND SIGN STORY 2 MILES, TURN RIGHT,
 PW0479'WESTERLY, FOR 0.15 TO BANNER STORE AND POST OFFICE ON THE
 PW0479'RIGHT, TURN RIGHT, JUST AFTER PASSING STORE, FOR 0.1 MILE TO A
 PW0479'FORK AND SCHOOLHOUSE ON THE RIGHT, TAKE LEFT FORK FOR 1.05
 PW0479'MILES, PASSING THROUGH TWO STEEL GATES, TO THE HOME OF MR. SAM
 PW0479'BLANEY, PASS THROUGH YARD OF MR. BLANEY TO A POLE GATE IN THE
 PW0479'SOUTHWEST CORNER OF THE YARD, PASS THROUGH GATE, CROSSING A
 PW0479'HIGH MOUND FOR ABOUT 100 FEET, TO A ROAD RUNNING PARALLEL WITH
 PW0479'A POWERLINE, TURN SHARP LEFT AND FOLLOW ROAD FOR 0.35 MILE
 PW0479'TO A FORK JUST AFTER CROSSING WOODEN BRIDGE, TAKE RIGHT
 PW0479'FORK FOR 1.05 MILES TO AN OLD LOG CABIN ON THE LEFT,
 PW0479'CONTINUE ON GRADED ROAD FOR 2.5 MILES TO THE
 PW0479'APPROXIMATE TOP OF DIVIDE ABOUT 0.05 MILE BEFORE REACHING A
 PW0479'FENCE, TURN RIGHT ON GRADED ROAD AND FOLLOW RIDGE FOR 0.4
 PW0479'MILE TO THE AZIMUTH MARK ON THE LEFT AT A PILE OF
 PW0479'BOULDERS, CONTINUE ON GRADED ROAD FOR 0.25 MILE TO THE
 PW0479'STATION ON THE RIGHT.
 PW0479'
 PW0479'STATION MARK IS A STANDARD U.S.C. AND G.S. STATION MARK CAP,
 PW0479'BOLTED TO THE TOP OF A 3-INCH IRON PIPE, PROJECTING 4 INCHES.
 PW0479'IT IS STAMPED BANNER 1925.  IT IS 111 FEET SOUTHWEST OF THE
 PW0479'SOUTHWEST CORNER OF A SMALL CONCRETE BUILDING, 47 FEET SOUTH
 PW0479'OF THE CENTER OF THE GRADED ROAD AND 16 FEET NORTH OF A WIRE
 PW0479'FENCE.  A WHITE POST WAS SET 3 FEET SOUTH OF THE MARK.
 PW0479'
 PW0479'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BANNER NO 1 1925,
 PW0479'CEMENTED IN THE TOP OF A 3-INCH SOIL PIPE PROJECTING 6 INCHES.
 PW0479'IT IS 93 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING,
 PW0479'41 FEET SOUTH OF THE CENTER OF THE ROAD AND 22 FEET NORTH OF THE
 PW0479'WIRE FENCE.
 PW0479'
 PW0479'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BANNER NO 2 1925,
 PW0479'CEMENTED IN THE TOP OF A 3-INCH SOIL PIPE PROJECTING 6 INCHES.
 PW0479'IT IS 118 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 PW0479'BUILDING, 39 FEET NORTH OF THE FENCE AND 27 FEET SOUTH OF THE
 PW0479'CENTER OF THE ROAD.
 PW0479'
 PW0479'AZIMUTH MARK IS A STANDARD DISK, STAMPED BANNER 1925, CEMENTED
 PW0479'IN A DRILL HOLE IN THE LARGEST OF SEVERAL BOULDERS, PROJECTING
 PW0479'14 INCHES.  IT IS 41 FEET EAST OF THE WEST END OF A FENCE,
 PW0479'23 FEET NORTH OF THE CENTER OF A GRADED ROAD AND 16 FEET NORTH
 PW0479'OF A WIRE FENCE.  A WHITE POST WAS SET 2 FEET WEST OF THE MARK.
 PW0479
 PW0479                          STATION RECOVERY (1964)
 PW0479
 PW0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PW0479'RECOVERED BY USGS IN 1964.
 PW0479'
 PW0479'STATION MARK--STANDARD USC AND GS DISK STAMPED---BANNER 1925---,
 PW0479'BOLTED TO 3 IN. IRON PIPE, PROJECTS 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0568 ***********************************************************************
 PW0568  DESIGNATION -  BANNER
 PW0568  PID         -  PW0568
 PW0568  STATE/COUNTY-  WY/SHERIDAN
 PW0568  USGS QUAD   -  STORY (1993)
 PW0568
 PW0568                         *CURRENT SURVEY CONTROL
 PW0568  ___________________________________________________________________
 PW0568* NAD 83(1993)-  44 36 09.43273(N)    106 55 48.81723(W)     ADJUSTED  
 PW0568* NAVD 88     -      1944.     (meters)    6378.     (feet)  SCALED    
 PW0568  ___________________________________________________________________
 PW0568  LAPLACE CORR-         -24.76  (seconds)                    DEFLEC99
 PW0568  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 PW0568
 PW0568  HORZ ORDER  -  THIRD
 PW0568
 PW0568.The horizontal coordinates were established by classical geodetic methods
 PW0568.and adjusted by the National Geodetic Survey in January 1997..
 PW0568
 PW0568.The orthometric height was scaled from a topographic map.
 PW0568
 PW0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0568
 PW0568.The geoid height was determined by GEOID03.
 PW0568
 PW0568;                    North         East     Units Scale Factor Converg.
 PW0568;SPC WYEC     -   555,786.209   432,000.589   MT  0.99995009   +0 16 59.0
 PW0568;UTM  13      - 4,940,620.226   346,820.254   MT  0.99988855   -1 21 20.3
 PW0568
 PW0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0568!SPC WYEC     -   0.99969718  x   0.99995009  =   0.99964729
 PW0568!UTM  13      -   0.99969718  x   0.99988855  =   0.99958577
 PW0568
 PW0568:                Primary Azimuth Mark                     Grid Az
 PW0568:SPC WYEC     -  MCCORMICK                                010 32 39.4
 PW0568:UTM  13      -  MCCORMICK                                012 10 58.7
 PW0568
 PW0568|---------------------------------------------------------------------|
 PW0568| PID    Reference Object                     Distance      Geod. Az  |
 PW0568|                                                           dddmmss.s |
 PW0568| PW0576 MCCORMICK                           APPROX.10.5 KM 0104938.4 |
 PW0568|---------------------------------------------------------------------|
 PW0568
 PW0568                          SUPERSEDED SURVEY CONTROL
 PW0568
 PW0568  NAD 83(1986)-  44 36 09.41681(N)    106 55 48.79807(W) AD(       ) 3
 PW0568
 PW0568.Superseded values are not recommended for survey control.
 PW0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0568.See file dsdata.txt to determine how the superseded data were derived.
 PW0568
 PW0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4682040620(NAD 83)
 PW0568_MARKER: DS = TRIANGULATION STATION DISK
 PW0568_SETTING: 0 = UNSPECIFIED SETTING
 PW0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0568
 PW0568  HISTORY     - Date     Condition        Report By
 PW0568  HISTORY     - 1900     MONUMENTED       USGS
 PW0568
 PW0568                          STATION DESCRIPTION
 PW0568
 PW0568'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 PW0568'STATION SITUATED ON E. END OF MOUNTAIN RIDGE SLOPING N. TO BIG HORN
 PW0568'AND E. TO BANNER POST OFFICE, ABOUT 4 MI. E. OF BANNER.  REACHED BY
 PW0568'OLD RD. FROM BANNER.
 PW0568'
 PW0568'STATION MARK--BRONZE TRIANGULATION TABLET CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0629 ***********************************************************************
 NQ0629  DESIGNATION -  BAR
 NQ0629  PID         -  NQ0629
 NQ0629  STATE/COUNTY-  WY/ALBANY
 NQ0629  USGS QUAD   -  COTTONWOOD CREEK (1992)
 NQ0629
 NQ0629                         *CURRENT SURVEY CONTROL
 NQ0629  ___________________________________________________________________
 NQ0629* NAD 83(1993)-  42 08 51.63354(N)    105 45 01.73832(W)     ADJUSTED  
 NQ0629* NAVD 88     -      2214.5    (meters)    7265.     (feet)  VERTCON   
 NQ0629  ___________________________________________________________________
 NQ0629  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 NQ0629  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 NQ0629
 NQ0629  HORZ ORDER  -  SECOND
 NQ0629
 NQ0629.The horizontal coordinates were established by classical geodetic methods
 NQ0629.and adjusted by the National Geodetic Survey in January 1997..
 NQ0629
 NQ0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0629
 NQ0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0629
 NQ0629.The geoid height was determined by GEOID03.
 NQ0629
 NQ0629;                    North         East     Units Scale Factor Converg.
 NQ0629;SPC WY E     -   183,144.736   151,745.313   MT  0.99996614   -0 23 30.4
 NQ0629;UTM  13      - 4,666,445.259   437,990.528   MT  0.99964731   -0 30 13.0
 NQ0629
 NQ0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0629!SPC WY E     -   0.99965461  x   0.99996614  =   0.99962076
 NQ0629!UTM  13      -   0.99965461  x   0.99964731  =   0.99930204
 NQ0629
 NQ0629|---------------------------------------------------------------------|
 NQ0629| PID    Reference Object                     Distance      Geod. Az  |
 NQ0629|                                                           dddmmss.s |
 NQ0629| CP9566 BAR RM 1                              5.919 METERS 03338     |
 NQ0629| CP9565 BAR AZ MK                                          0443324.4 |
 NQ0629| CP9567 BAR RM 2                              7.568 METERS 28736     |
 NQ0629|---------------------------------------------------------------------|
 NQ0629
 NQ0629                          SUPERSEDED SURVEY CONTROL
 NQ0629
 NQ0629  NAD 83(1986)-  42 08 51.61844(N)    105 45 01.72936(W) AD(       ) 2
 NQ0629  NAD 27      -  42 08 51.73500(N)    105 44 59.72400(W) AD(       ) 2
 NQ0629  NGVD 29 (07/19/86) 2213.5    (m)         7262.     (f) VERT ANG       
 NQ0629
 NQ0629.Superseded values are not recommended for survey control.
 NQ0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0629.See file dsdata.txt to determine how the superseded data were derived.
 NQ0629
 NQ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG3799166445(NAD 83)
 NQ0629_MARKER: DS = TRIANGULATION STATION DISK
 NQ0629_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0629
 NQ0629  HISTORY     - Date     Condition        Report By
 NQ0629  HISTORY     - 1948     MONUMENTED       CGS
 NQ0629
 NQ0629                          STATION DESCRIPTION
 NQ0629
 NQ0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0629'THE STATION IS LOCATED IN T. 25 N., R. 74 W., ON THE HIGHEST
 NQ0629'POINT OF A PROMINENT ROCK-COVERED HILL, AT THE SOUTHEAST END
 NQ0629'OF A LOW RANGE OF HILLS EXTENDING TO THE NORTHWEST TOWARDS
 NQ0629'MARSHALL, AND SOUTH OF A HIGHER MOUNTAIN TO THE NORTH.  STATION
 NQ0629'IS ABOUT 11 MILES AIR LINE SOUTHEAST OF MARSHALL POST OFFICE.
 NQ0629'ABOUT 8 MILES AIR LINE WEST-NORTHWEST OF THE GARRETT POST
 NQ0629'OFFICE.  ABOUT 0.5 MILE AIR LINE WEST OF THE ROAD LEADING TO
 NQ0629'DOUGLAS FROM ROCK RIVER, AND 12 FEET WEST OF A CAIRN WITH
 NQ0629'WHITE WITNESS POST IN CENTER.  MARK IS FLUSH WITH THE GROUND
 NQ0629'AND STAMPED, BAR 1948.
 NQ0629'
 NQ0629'REFERENCE MARK NO. 1 IS 12 FEET NORTH OF CAIRN WITH WHITE
 NQ0629'WITNESS POST IN THE CENTER AND IS APPROXIMATELY THE SAME
 NQ0629'ELEVATION AS THE STATION MARK.  IT IS FLUSH WITH THE GROUND AND
 NQ0629'STAMPED, BAR NO 1 1948.
 NQ0629'
 NQ0629'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 NQ0629'STATION MARK.  IT IS FLUSH WITH THE GROUND AND STAMPED, BAR NO
 NQ0629'2 1948.
 NQ0629'
 NQ0629'THE AZIMUTH MARK IS 13 PACES WEST OF THE CENTER LINE OF ROAD
 NQ0629'AND 4 FEET SOUTH OF A WHITE WITNESS POST.  IT PROJECTS 18
 NQ0629'INCHES AND IS STAMPED, BAR 1948.
 NQ0629'
 NQ0629'TO REACH THE STATION FROM THE GARRETT POST OFFICE, GO WEST
 NQ0629'FOR 0.4 MILE TO A FORK.  TAKE RIGHT FORK ACROSS CATTLE GUARD
 NQ0629'AND GO 0.5 MILE TO FORK.  TAKE LEFT FORK, MAIN TRAVELED ROAD,
 NQ0629'WEST, FOR 7.5 MILES TO A T INTERSECTION WITH THE ROAD LEADING
 NQ0629'TO ROCK RIVER.  TURN RIGHT, NORTH, AND GO 0.6 MILE TO CATTLE
 NQ0629'GUARD.  CROSS CATTLE GUARD AND CONTINUE NORTH FOR 0.4 MILE
 NQ0629'(TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE NORTH ON ROAD
 NQ0629'FOR 0.7 MILE TO MARK ON LEFT, WEST).  LEAVE ROAD HERE AND
 NQ0629'DRIVE CROSS-COUNTRY TO LEFT, WEST, ABOUT 0.3 MILE TO GATE
 NQ0629'IN FENCE LINE AT THE EAST END OF HILL.  THENCE CONTINUE,
 NQ0629'WEST, UP THE HILL ABOUT 0.1 MILE TO END OF TRUCK TRAVEL.
 NQ0629'FROM HERE PACK TO THE HIGHEST POINT AND STATION.  A 5-MINUTE
 NQ0629'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0566 ***********************************************************************
 PV0566  DESIGNATION -  BARBER
 PV0566  PID         -  PV0566
 PV0566  STATE/COUNTY-  WY/CAMPBELL
 PV0566  USGS QUAD   -  CARR DRAW (1972)
 PV0566
 PV0566                         *CURRENT SURVEY CONTROL
 PV0566  ___________________________________________________________________
 PV0566* NAD 83(1993)-  44 21 24.34609(N)    105 59 47.88139(W)     ADJUSTED  
 PV0566* NAVD 88     -      1427.6    (meters)    4684.     (feet)  VERTCON   
 PV0566  ___________________________________________________________________
 PV0566  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 PV0566  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 PV0566
 PV0566  HORZ ORDER  -  FIRST
 PV0566
 PV0566.The horizontal coordinates were established by classical geodetic methods
 PV0566.and adjusted by the National Geodetic Survey in January 1997..
 PV0566
 PV0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0566
 PV0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0566
 PV0566.The geoid height was determined by GEOID03.
 PV0566
 PV0566;                    North         East     Units Scale Factor Converg.
 PV0566;SPC WY E     -   428,723.844   133,835.766   MT  0.99999132   -0 34 49.0
 PV0566;SPC WYEC     -   529,257.905   506,560.646   MT  1.00007710   +0 56 04.6
 PV0566;UTM  13      - 4,911,981.901   420,576.034   MT  0.99967758   -0 41 48.5
 PV0566
 PV0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0566!SPC WY E     -   0.99977849  x   0.99999132  =   0.99976982
 PV0566!SPC WYEC     -   0.99977849  x   1.00007710  =   0.99985558
 PV0566!UTM  13      -   0.99977849  x   0.99967758  =   0.99945615
 PV0566
 PV0566|---------------------------------------------------------------------|
 PV0566| PID    Reference Object                     Distance      Geod. Az  |
 PV0566|                                                           dddmmss.s |
 PV0566| CP9569 BARBER RM 1                          47.799 METERS 06505     |
 PV0566| CP9570 BARBER RM 2                          21.437 METERS 17852     |
 PV0566| CP9568 BARBER AZ MK                                       3442026.2 |
 PV0566|---------------------------------------------------------------------|
 PV0566
 PV0566                          SUPERSEDED SURVEY CONTROL
 PV0566
 PV0566  NAD 83(1986)-  44 21 24.32874(N)    105 59 47.84837(W) AD(       ) 1
 PV0566  NAD 27      -  44 21 24.40500(N)    105 59 45.76400(W) AD(       ) 1
 PV0566  NGVD 29 (07/19/86) 1426.9    (m)         4681.     (f) VERT ANG       
 PV0566
 PV0566.Superseded values are not recommended for survey control.
 PV0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0566.See file dsdata.txt to determine how the superseded data were derived.
 PV0566
 PV0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK2057611982(NAD 83)
 PV0566_MARKER: DS = TRIANGULATION STATION DISK
 PV0566_SETTING: 0 = UNSPECIFIED SETTING
 PV0566
 PV0566  HISTORY     - Date     Condition        Report By
 PV0566  HISTORY     - 1925     MONUMENTED       CGS
 PV0566  HISTORY     - 1934     GOOD             CGS
 PV0566  HISTORY     - 1971     GOOD             USGS
 PV0566
 PV0566                          STATION DESCRIPTION
 PV0566
 PV0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0566'ABOUT 24 MILES NORTH OF WEST FROM GILLETTE, 7 MILES EAST
 PV0566'OF POWDER RIVER, 9 MILES SOUTHEAST OF ECHETA (A SIDING ON
 PV0566'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD), 3/4 MILE NORTHEAST
 PV0566'OF OLD FORT MC KINNEY ROAD, ON WEST END OF HIGHEST POINT
 PV0566'OF FLAT BUTTE WITH ABRUPT ROCKY SLOPE ON WEST, AND ABOUT 60
 PV0566'FEET NORTH OF SOUTH EDGE OF RIM (THERE IS ROUND-TOPPED BUTTE,
 PV0566'SLIGHTLY LOWER, A SHORT DISTANCE EASTWARD).  TO REACH FROM
 PV0566'GILLETTE, GO 1.3 MILES ON U.S. HIGHWAY 16 TO POINT ABOUT
 PV0566'100 FEET NORTH OF AN UNDERPASS UNDER THE CHICAGO, BURLINGTON
 PV0566'AND QUINCY RAILROAD TRACKS, HERE TURN LEFT ONTO GRADED
 PV0566'DIRT ROAD AND PROCEED 5.6 MILES TO Y FORK, TAKE LEFT
 PV0566'FORK AND FOLLOW MAIN GRADED ROAD 14.25 MILES TO CATTLE
 PV0566'GUARD AT END OF GRADED ROAD, CROSS GUARD AND CONTINUE WEST
 PV0566'ON UNIMPROVED ROAD 0.65 MILE TO FORKS, TAKE RIGHT FORK
 PV0566'AND GO 0.4 MILE TO GATE, PASS THROUGH GATE AND CONTINUE
 PV0566'3.65 MILES TO SMALL HOUSE ON RIGHT SIDE OF ROAD, FROM HERE
 PV0566'CONTINUE 0.55 MILE TO GATE, PASS THROUGH GATE AND GO 0.7
 PV0566'MILE TO A RAIL CORRAL ON LEFT, CONTINUE 0.25 MILE TO FORKS,
 PV0566'TAKE RIGHT FORK AND GO 1.25 MILES TO WIRE FENCE AND END
 PV0566'OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTH UP SOUTH
 PV0566'SLOPE OF BUTTE TO TOP AND STATION SITE.  MARKED BY
 PV0566'STANDARD STATION DISK IN IRON PIPE PROJECTING 3 INCHES
 PV0566'ABOVE SURFACE OF GROUND.  REFERENCE AND AZIMUTH MARKS
 PV0566'(1934) ARE STANDARD REFERENCE DISKS IN BEDROCK.
 PV0566'REFERENCE MARK NO. 1 IS ON NORTHEAST RIM OF BUTTE, 156.82
 PV0566'FEET FROM STATION N 65 DEG 05 MIN E.  REFERENCE MARK
 PV0566'NO. 2 IS ON SOUTH RIM OF BUTTE, 70.83 FEET FROM STATION
 PV0566'S 01 DEG 08 MIN E.  AZIMUTH MARK IS IN A SADDLE AT
 PV0566'SOUTHEAST FOOT OF SMALL HUMP ON RIDGE THAT EXTENDS NORTHWEST
 PV0566'FROM BUTTE ON WHICH STATION IS LOCATED, AND IS 0.6 MILE FROM
 PV0566'STATION N 15 DEG 40 MIN W.
 PV0566
 PV0566                          STATION RECOVERY (1971)
 PV0566
 PV0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WCN)
 PV0566'NEW ROUTE DESCRIPTION--FROM THE INTERSECTION OF U.S. HWY 14
 PV0566'AND 16 AND I-90 ON THE WEST SIDE OF GILLETTE, PROCEED WEST
 PV0566'ON I-90 FOR 17.7 MILES TO THE KINGSBURY RD TURN OFF, TURN
 PV0566'RIGHT CROSSING CATTLEGUARD AND PROCEED NE ON GRAVEL ROAD
 PV0566'FOR 0.85 MILE TO A CATTLEGUARD, CONTINUE ON GRAVEL ROAD
 PV0566'0.15 MILE TO ROAD FORK, CONTINUE STRAIGHT AHEAD ON RIGHT FORK
 PV0566'FOR 0.55 MILE TO CATTLEGUARD, CONTINUE ON GRAVEL ROAD FOR
 PV0566'0.2 MILE TO ROAD FORK, TAKE RIGHT FORK ALONG GRAVE ROAD FOR
 PV0566'3.85 MILES TO A CROSS ROAD, TURN LEFT AND FOLLOW GRAVEL ROAD
 PV0566'FOR 2.2 MILES TO A ROAD FORK, TAKE LEFT FORK FOR 1.7 MILES
 PV0566'TO ROAD FORK, TAKE RIGHT FORK ALONG TRACK ROAD FOR 3.0
 PV0566'MILES TO Y-RD, TAKE RIGHT FORK ALONG TRACK ROAD FOR 1.55
 PV0566'MILES TO CATTLEGUARD, CONTINUE ON TRACK ROAD 1.0 MILE
 PV0566'TO DIM TRACK ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW TRACK
 PV0566'ROAD FOR 1.25 MILES TO A GATE IN A N-S FENCE, DO NOT PASS
 PV0566'THROUGH GATE DRIVE N ALONG EAST SIDE OF FENCE FOR 0.2
 PV0566'MILE TO WHERE FENCE CROSSES LOW RIDGE, AT THIS POINT TURN
 PV0566'SE FOLLOWING RIDGE 0.15 MILE TO TOP OF MESA AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0659 ***********************************************************************
 MP0659  DESIGNATION -  BARE ET
 MP0659  PID         -  MP0659
 MP0659  STATE/COUNTY-  WY/CARBON
 MP0659  USGS QUAD   -  MC CARTY RANCH (1961)
 MP0659
 MP0659                         *CURRENT SURVEY CONTROL
 MP0659  ___________________________________________________________________
 MP0659* NAD 83(1993)-  41 19 02.61485(N)    107 21 42.86142(W)     ADJUSTED  
 MP0659* NAVD 88     -      2423.1    (meters)    7950.     (feet)  VERTCON   
 MP0659  ___________________________________________________________________
 MP0659  LAPLACE CORR-          11.28  (seconds)                    DEFLEC99
 MP0659  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 MP0659
 MP0659  HORZ ORDER  -  THIRD
 MP0659
 MP0659.The horizontal coordinates were established by classical geodetic methods
 MP0659.and adjusted by the National Geodetic Survey in January 1997..
 MP0659
 MP0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0659
 MP0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0659
 MP0659.The geoid height was determined by GEOID03.
 MP0659
 MP0659;                    North         East     Units Scale Factor Converg.
 MP0659;SPC WYEC     -   190,767.969   397,607.756   MT  0.99993757   -0 01 07.9
 MP0659;UTM  13      - 4,576,682.737   302,308.751   MT  1.00008100   -1 33 35.7
 MP0659
 MP0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0659!SPC WYEC     -   0.99962205  x   0.99993757  =   0.99955964
 MP0659!UTM  13      -   0.99962205  x   1.00008100  =   0.99970302
 MP0659
 MP0659:                Primary Azimuth Mark                     Grid Az
 MP0659:SPC WYEC     -  FENCE ET                                 157 11 54.9
 MP0659:UTM  13      -  FENCE ET                                 158 44 22.7
 MP0659
 MP0659|---------------------------------------------------------------------|
 MP0659| PID    Reference Object                     Distance      Geod. Az  |
 MP0659|                                                           dddmmss.s |
 MP0659| MP0658 FENCE ET                            APPROX. 5.5 KM 1571047.0 |
 MP0659|---------------------------------------------------------------------|
 MP0659
 MP0659                          SUPERSEDED SURVEY CONTROL
 MP0659
 MP0659  NAD 83(1986)-  41 19 02.60441(N)    107 21 42.85211(W) AD(       ) 3
 MP0659  NAD 27      -  41 19 02.74406(N)    107 21 40.63845(W) AD(       ) 3
 MP0659  NGVD 29 (07/19/86) 2421.9    (m)         7946.     (f) VERT ANG       
 MP0659
 MP0659.Superseded values are not recommended for survey control.
 MP0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0659.See file dsdata.txt to determine how the superseded data were derived.
 MP0659
 MP0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF0230976683(NAD 83)
 MP0659_MARKER: DD = SURVEY DISK
 MP0659_SETTING: 0 = UNSPECIFIED SETTING
 MP0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0659
 MP0659  HISTORY     - Date     Condition        Report By
 MP0659  HISTORY     - 1959     MONUMENTED       USGS
 MP0659
 MP0659                          STATION DESCRIPTION
 MP0659
 MP0659'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0659'LOCATED ABOUT 2.0 MI. (AIRLINE) E. OF LITTLE SAVERY CREEK AND ABOUT
 MP0659'4.5 MI. (AIRLINE) N. OF THE CONFLUENCE OF SAVERY CREEK AND LITTLE
 MP0659'SAVERY CREEK.  ON A RIDGE RUNNING NE. BY SW., NEAR THE SW. END OF
 MP0659'RIDGE.
 MP0659'
 MP0659'TO REACH FROM THE POST OFFICE AT SARATOGA, WYOMING, GO W. ON GRADED
 MP0659'RD. 12.3 MI. TO A BRIDGE ABOUT 1.0 MI. S. OF THE CONFLUENCE OF S.
 MP0659'FORK OF WILLOW CREEK AND JACK CREEK, CROSS OVER JACK CREEK AND GO
 MP0659'4.9 MI. TO A Y-RD. AT FENCE, TAKE RIGHT FORK 3.4 MI. AND CROSS S.
 MP0659'FORK OF WILLOW CREEK, CONTINUE W. 6.5 MI. TO A Y-RD., TAKE RIGHT
 MP0659'FORK, GO 3.9 MI. N. ALONG RIDGE TO A Y-RD., TAKE LEFT FORK, GO 2.2
 MP0659'MI. W. TO A CROSSROAD, CONTINUE STRAIGHT AHEAD W. AND S. ALONG
 MP0659'RIDGE E. OF MCCARTY CANYON AND LITTLE SAVERY CREEK 5.4 MI. TO A
 MP0659'CROSSROAD, TURN RIGHT (SE.) ON DIM TRACK RD. ALONG RIDGE 1.5 MI.
 MP0659'TO STATION SITE.
 MP0659'
 MP0659'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---BARE ET
 MP0659'1959---, WELDED ONTO TOP OF A 2 IN. IRON PIPE PROTRUDING 0.3 FT.
 MP0659'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0390 ***********************************************************************
 OW0390  DESIGNATION -  BARGEE
 OW0390  PID         -  OW0390
 OW0390  STATE/COUNTY-  WY/FREMONT
 OW0390  USGS QUAD   -  ANTELOPE RIDGE (1978)
 OW0390
 OW0390                         *CURRENT SURVEY CONTROL
 OW0390  ___________________________________________________________________
 OW0390* NAD 83(1993)-  43 33 31.55367(N)    108 52 55.78729(W)     ADJUSTED  
 OW0390* NAVD 88     -      2059.7    (meters)    6758.     (feet)  VERTCON   
 OW0390  ___________________________________________________________________
 OW0390  LAPLACE CORR-         -11.39  (seconds)                    DEFLEC99
 OW0390  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 OW0390
 OW0390  HORZ ORDER  -  THIRD
 OW0390
 OW0390.The horizontal coordinates were established by classical geodetic methods
 OW0390.and adjusted by the National Geodetic Survey in January 1997..
 OW0390
 OW0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0390
 OW0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0390
 OW0390.The geoid height was determined by GEOID03.
 OW0390
 OW0390;                    North         East     Units Scale Factor Converg.
 OW0390;SPC WYWC     -   339,736.150   589,322.124   MT  0.99993890   -0 05 27.9
 OW0390;UTM  12      - 4,825,046.687   671,050.976   MT  0.99995990   +1 27 35.1
 OW0390
 OW0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0390!SPC WYWC     -   0.99967879  x   0.99993890  =   0.99961771
 OW0390!UTM  12      -   0.99967879  x   0.99995990  =   0.99963870
 OW0390
 OW0390:                Primary Azimuth Mark                     Grid Az
 OW0390:SPC WYWC     -  DRY MUDDY                                167 49 09.2
 OW0390:UTM  12      -  DRY MUDDY                                166 16 06.2
 OW0390
 OW0390|---------------------------------------------------------------------|
 OW0390| PID    Reference Object                     Distance      Geod. Az  |
 OW0390|                                                           dddmmss.s |
 OW0390| OW0405 DRY MUDDY                           APPROX. 8.4 KM 1674341.3 |
 OW0390|---------------------------------------------------------------------|
 OW0390
 OW0390                          SUPERSEDED SURVEY CONTROL
 OW0390
 OW0390  NAD 83(1986)-  43 33 31.53649(N)    108 52 55.79013(W) AD(       ) 3
 OW0390  NGVD 29 (11/06/89) 2058.6    (m)         6754.     (f) VERT ANG       
 OW0390
 OW0390.Superseded values are not recommended for survey control.
 OW0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0390.See file dsdata.txt to determine how the superseded data were derived.
 OW0390
 OW0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7105125047(NAD 83)
 OW0390_MARKER: DS = TRIANGULATION STATION DISK
 OW0390_SETTING: 0 = UNSPECIFIED SETTING
 OW0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0390
 OW0390  HISTORY     - Date     Condition        Report By
 OW0390  HISTORY     - 1950     MONUMENTED       USGS
 OW0390
 OW0390                          STATION DESCRIPTION
 OW0390
 OW0390'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0390'STATION IS LOCATED ON HIGHEST POINT OF N-S. RIDGE, W. OF BARGEE DAM
 OW0390'AND LAKE.
 OW0390'
 OW0390'TO REACH STATION FROM BARGEE CHURCH AND SCHOOL, GO N. 0.05 MI. TO
 OW0390'TRIPLE FORK ON LEFT (W.), TAKE EXTREME LEFT FORK AND GO 0.2 MI. TO
 OW0390'GATE, CONTINUE 0.2 MI., PASSING RANCH BUILDING, TO GATE, CONTINUE 0.1
 OW0390'MI. TO ANOTHER GATE, CONTINUE 0.1 MI. TO FORK, CONTINUE RIGHT FORK
 OW0390'(N.) AND GO 1.3 MI. TO GAP BETWEEN TWO RIDGES, TURN SHARP LEFT AND GO
 OW0390'0.5 MI. IN SW. DIRECTION ALONG BASE OF RIDGE TO END OF TRUCK TRAVEL.
 OW0390'PACK W. UP RIDGE TO TOP AND HIGHEST POINT TO STATION.
 OW0390'
 OW0390'RECOVERED BY USGS IN 1952.
 OW0390'
 OW0390'STATION MARK--STANDARD TABLET SET IN DRILL HOLE IN BASE ROCK, STAMPED
 OW0390'---WR BARGEE 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0378 ***********************************************************************
 OV0378  DESIGNATION -  BARNUM
 OV0378  PID         -  OV0378
 OV0378  STATE/COUNTY-  WY/JOHNSON
 OV0378  USGS QUAD   -  BARNUM (1984)
 OV0378
 OV0378                         *CURRENT SURVEY CONTROL
 OV0378  ___________________________________________________________________
 OV0378* NAD 83(1993)-  43 39 59.37589(N)    106 54 23.42063(W)     ADJUSTED  
 OV0378* NAVD 88     -      1742.3    (meters)    5716.     (feet)  VERTCON   
 OV0378  ___________________________________________________________________
 OV0378  LAPLACE CORR-         -13.64  (seconds)                    DEFLEC99
 OV0378  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 OV0378
 OV0378  HORZ ORDER  -  THIRD
 OV0378
 OV0378.The horizontal coordinates were established by classical geodetic methods
 OV0378.and adjusted by the National Geodetic Survey in January 1997..
 OV0378
 OV0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0378
 OV0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0378
 OV0378.The geoid height was determined by GEOID03.
 OV0378
 OV0378;                    North         East     Units Scale Factor Converg.
 OV0378;SPC WYEC     -   451,784.576   434,423.261   MT  0.99995207   +0 17 41.0
 OV0378;UTM  13      - 4,836,598.113   346,292.633   MT  0.99989061   -1 18 59.8
 OV0378
 OV0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0378!SPC WYEC     -   0.99972866  x   0.99995207  =   0.99968075
 OV0378!UTM  13      -   0.99972866  x   0.99989061  =   0.99961930
 OV0378
 OV0378:                Primary Azimuth Mark                     Grid Az
 OV0378:SPC WYEC     -  ODDROCK ET                               273 38 06.1
 OV0378:UTM  13      -  ODDROCK ET                               275 14 46.9
 OV0378
 OV0378|---------------------------------------------------------------------|
 OV0378| PID    Reference Object                     Distance      Geod. Az  |
 OV0378|                                                           dddmmss.s |
 OV0378| OV0391 ODDROCK ET                          APPROX.10.6 KM 2735547.1 |
 OV0378|---------------------------------------------------------------------|
 OV0378
 OV0378                          SUPERSEDED SURVEY CONTROL
 OV0378
 OV0378  NAD 83(1986)-  43 39 59.35740(N)    106 54 23.40076(W) AD(       ) 3
 OV0378  NAD 27      -  43 39 59.48602(N)    106 54 21.18866(W) AD(       ) 3
 OV0378  NGVD 29 (07/19/86) 1741.5    (m)         5714.     (f) VERT ANG       
 OV0378
 OV0378.Superseded values are not recommended for survey control.
 OV0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0378.See file dsdata.txt to determine how the superseded data were derived.
 OV0378
 OV0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ4629336598(NAD 83)
 OV0378_MARKER: DD = SURVEY DISK
 OV0378_SETTING: 66 = SET IN ROCK OUTCROP
 OV0378
 OV0378  HISTORY     - Date     Condition        Report By
 OV0378  HISTORY     - 1959     MONUMENTED       CGS
 OV0378  HISTORY     - 1966     GOOD             USGS
 OV0378
 OV0378                          STATION DESCRIPTION
 OV0378
 OV0378'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0378'STATION IS LOCATED ABOUT 0.2 MI. NE. OF BARNUM SCHOOL NEAR THE NE.1/4
 OV0378'OF THE NW.1/4 OF SEC.26, T.43N.,R.84 W.
 OV0378'
 OV0378'TO REACH STATION FROM BARNUM JUNCTION, DRIVE E. 1.2 MI. ALONG COUNTY
 OV0378'RD. TO T-JUNCTION OF COUNTY RD. AND TRACK RD. N. AT A CATTLE GUARD
 OV0378'TURN LEFT N., AND CONTINUE ALONG TRACK RD., 0.3 MI. TO GATE IN E-W.
 OV0378'FENCE, CONTINUE N. 1.3 MI. ALONG TRACK RD. UP HILL TO DIM Y-RD.
 OV0378'JUNCTION  TURN LEFT, W. ALONG DIM TRACK RD. THROUGH TALL SAGE BRUSH
 OV0378'0.6 MI. TO BASE OF HIGH RED SANDSTONE TOP, LEAVE TRUCK AND WALK ABOUT
 OV0378'700 FT. TO TOP OF RED SANDSTONE HILL AND STATION SITE.
 OV0378'
 OV0378'RECOVERED.
 OV0378'
 OV0378'STATION MARK - STANDARD TABLET, STAMPED --- BARNUM 1959 ET 1966 ---,
 OV0378'SET IN A DRILLED HOLE IN SANDSTONE RIMROCK WHICH IS FLUSH WITH GROUND.
 OV0378'
 OV0378'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0222 ***********************************************************************
 NS0222  DESIGNATION -  BARREN
 NS0222  PID         -  NS0222
 NS0222  STATE/COUNTY-  WY/FREMONT
 NS0222  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0222
 NS0222                         *CURRENT SURVEY CONTROL
 NS0222  ___________________________________________________________________
 NS0222* NAD 83(1993)-  42 24 46.07190(N)    108 45 14.88945(W)     ADJUSTED  
 NS0222* NAVD 88     -      2351.4    (meters)    7715.     (feet)  VERTCON   
 NS0222  ___________________________________________________________________
 NS0222  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 NS0222  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 NS0222
 NS0222  HORZ ORDER  -  THIRD
 NS0222
 NS0222.The horizontal coordinates were established by classical geodetic methods
 NS0222.and adjusted by the National Geodetic Survey in January 1997..
 NS0222
 NS0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0222
 NS0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0222
 NS0222.The geoid height was determined by GEOID03.
 NS0222
 NS0222;                    North         East     Units Scale Factor Converg.
 NS0222;SPC WYWC     -   212,427.316   599,659.578   MT  0.99993750   -0 00 10.0
 NS0222;UTM  12      - 4,698,053.759   684,794.515   MT  1.00002018   +1 30 54.7
 NS0222
 NS0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0222!SPC WYWC     -   0.99963321  x   0.99993750  =   0.99957074
 NS0222!UTM  12      -   0.99963321  x   1.00002018  =   0.99965339
 NS0222
 NS0222:                Primary Azimuth Mark                     Grid Az
 NS0222:SPC WYWC     -  GLO 23 RM 2                              313 42 39.0
 NS0222:UTM  12      -  GLO 23 RM 2                              312 11 34.3
 NS0222
 NS0222|---------------------------------------------------------------------|
 NS0222| PID    Reference Object                     Distance      Geod. Az  |
 NS0222|                                                           dddmmss.s |
 NS0222| NS0226 GLO 23 RM 2                         APPROX. 9.3 KM 3134229.0 |
 NS0222|---------------------------------------------------------------------|
 NS0222
 NS0222                          SUPERSEDED SURVEY CONTROL
 NS0222
 NS0222  NAD 83(1986)-  42 24 46.05566(N)    108 45 14.88898(W) AD(       ) 3
 NS0222  NAD 27      -  42 24 46.20999(N)    108 45 12.48161(W) AD(       ) 3
 NS0222  NGVD 29 (07/19/86) 2350.2    (m)         7711.     (f) VERT ANG       
 NS0222
 NS0222.Superseded values are not recommended for survey control.
 NS0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0222.See file dsdata.txt to determine how the superseded data were derived.
 NS0222
 NS0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM8479598054(NAD 83)
 NS0222_MARKER: DD = SURVEY DISK
 NS0222_SETTING: 66 = SET IN ROCK OUTCROP
 NS0222_SP_SET: SET IN BEDROCK
 NS0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0222+STABILITY: POSITION/ELEVATION WELL
 NS0222
 NS0222  HISTORY     - Date     Condition        Report By
 NS0222  HISTORY     - 1951     MONUMENTED       USGS
 NS0222
 NS0222                          STATION DESCRIPTION
 NS0222
 NS0222'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0222'STATION BARREN LIES APPROX. 5.9 -AIRLINE- MI. S. OF ATLANTIC CITY
 NS0222'AND ABOUT 5.3 -AIRLINE- MI. SE. OF SOUTH PASS CITY AN A ROCKY RIDGE.
 NS0222'
 NS0222'FROM SOUTH PASS CITY, CROSS BRIDGE OVER WILLOW CREEK AND PROCEED 0.4
 NS0222'MI. TO A SIDE RD.  TURN LEFT AND TURN LEFT AGAIN IMMEDIATELY AND
 NS0222'PROCEED FOR 0.4 MI.  TURN RIGHT JUST BEFORE A LONE TREE IS REACHED.
 NS0222'DRIVE ALONG THIS RD. FOR 2.3 MI. AND TURN NE. ACROSS A DRAIN AND GO
 NS0222'ACROSS COUNTRY PAST STATION WILLOW FOR 2.2 MI. TO A ROCKY RIDGE.
 NS0222'
 NS0222'STATION MARK - STANDARD BRONZE TABLET CEMENTED INTO SOLID OUTCROPPING
 NS0222'BEDROCK, STAMPED ---W.R. BARREN 1951---.
 NS0222'
 NS0222'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0552 ***********************************************************************
 MP0552  CBN         -  This is a Cooperative Base Network Control Station.
 MP0552  DESIGNATION -  BARRETT
 MP0552  PID         -  MP0552
 MP0552  STATE/COUNTY-  WY/CARBON
 MP0552  USGS QUAD   -  RYAN PARK (1992)
 MP0552
 MP0552                         *CURRENT SURVEY CONTROL
 MP0552  ___________________________________________________________________
 MP0552* NAD 83(1993)-  41 19 35.67695(N)    106 31 34.58050(W)     ADJUSTED  
 MP0552* NAVD 88     -      2762.2    (meters)    9062.     (feet)  GPS OBS   
 MP0552  ___________________________________________________________________
 MP0552  X           -  -1,365,038.184 (meters)                     COMP
 MP0552  Y           -  -4,600,544.102 (meters)                     COMP
 MP0552  Z           -   4,191,544.305 (meters)                     COMP
 MP0552  LAPLACE CORR-          10.86  (seconds)                    DEFLEC99
 MP0552  ELLIP HEIGHT-        2751.19  (meters)          (09/07/01) GPS OBS
 MP0552  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 MP0552
 MP0552  HORZ ORDER  -  B
 MP0552  ELLP ORDER  -  FOURTH    CLASS I
 MP0552
 MP0552.The horizontal coordinates were established by GPS observations
 MP0552.and adjusted by the National Geodetic Survey in October 1994..
 MP0552
 MP0552.The orthometric height was determined by GPS observations and a
 MP0552.high-resolution geoid model.
 MP0552
 MP0552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0552
 MP0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0552
 MP0552.The ellipsoidal height was determined by GPS observations
 MP0552.and is referenced to NAD 83.
 MP0552
 MP0552.The geoid height was determined by GEOID03.
 MP0552
 MP0552;                    North         East     Units Scale Factor Converg.
 MP0552;SPC WYEC     -   192,101.707   467,562.030   MT  0.99999366   +0 31 58.7
 MP0552;UTM  13      - 4,576,134.787   372,271.862   MT  0.99980078   -1 00 28.8
 MP0552
 MP0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0552!SPC WYEC     -   0.99956865  x   0.99999366  =   0.99956231
 MP0552!UTM  13      -   0.99956865  x   0.99980078  =   0.99936952
 MP0552
 MP0552:                Primary Azimuth Mark                     Grid Az
 MP0552:SPC WYEC     -  MEDICINE BOW                             077 17 59.6
 MP0552:UTM  13      -  MEDICINE BOW                             078 50 27.1
 MP0552
 MP0552|---------------------------------------------------------------------|
 MP0552| PID    Reference Object                     Distance      Geod. Az  |
 MP0552|                                                           dddmmss.s |
 MP0552| MP0546 MEDICINE BOW                        APPROX.17.9 KM 0774958.3 |
 MP0552| CP5324 BARRETT LOT RM 1                      9.285 METERS 14330     |
 MP0552| CP5325 BARRETT LOT RM 2                      9.369 METERS 25058     |
 MP0552|---------------------------------------------------------------------|
 MP0552
 MP0552                          SUPERSEDED SURVEY CONTROL
 MP0552
 MP0552  ELLIP H (10/19/94) 2751.23   (m)                       GP(       ) 4 1
 MP0552  NAD 83(1986)-  41 19 35.67052(N)    106 31 34.57480(W) AD(       ) 3
 MP0552  NAD 27      -  41 19 35.79300(N)    106 31 32.49000(W) AD(       ) 3
 MP0552  NGVD 29 (07/19/86) 2766.     (m)         9075.     (f) VERT ANG       
 MP0552
 MP0552.Superseded values are not recommended for survey control.
 MP0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0552.See file dsdata.txt to determine how the superseded data were derived.
 MP0552
 MP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF7227276135(NAD 83)
 MP0552_MARKER: DS = TRIANGULATION STATION DISK
 MP0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0552_STAMPING: BARRETT 1948
 MP0552_MARK LOGO: CGS   
 MP0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0552+STABILITY: SURFACE MOTION
 MP0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0552+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1993
 MP0552
 MP0552  HISTORY     - Date     Condition        Report By
 MP0552  HISTORY     - 1948     MONUMENTED       CGS
 MP0552  HISTORY     - 1959     GOOD             USGS
 MP0552  HISTORY     - 19930812 GOOD             NGS
 MP0552
 MP0552                          STATION DESCRIPTION
 MP0552
 MP0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0552'THE STATION IS LOCATED ABOUT 17.0 MILES AIRLINE SOUTHEAST OF
 MP0552'SARATOGA, ON A HIGH, HEAVILY TIMBERED, NORTHWEST-SOUTHEAST
 MP0552'RIDGE, WHICH IS LOCALLY KNOWN AS BARRETT RIDGE.  THE STATION
 MP0552'IS BELIEVED TO BE NEAR THE HIGHEST POINT, IN THE CENTER OF THE
 MP0552'BASE OF THE BARRETT RIDGE FOREST SERVICE LOOKOUT TOWER,
 MP0552'APPROXIMATELY 25 YARDS SOUTHEAST OF THE HIGHEST POINT, 19
 MP0552'FEET WEST-NORTHWEST OF A 4X4 WITNESS POST, PROJECTS 3 INCHES,
 MP0552'STAMPED, BARRETT 1948.
 MP0552'
 MP0552'REFERENCE MARK NO. 1, IS APPROXIMATELY 3 FEET LOWER THAN
 MP0552'THE STATION, 18 FEET SOUTH OF A 4X4 WITNESS POST, PROJECTS
 MP0552'3 INCHES, STAMPED, BARRETT NO 1 1948.
 MP0552'
 MP0552'REFERENCE MARK NO. 2, IS APPROXIMATELY 2 FEET LOWER THAN THE
 MP0552'STATION, ON THE WEST SLOPE, PROJECTS 4 INCHES, STAMPED, BARRETT
 MP0552'NO 2 1948.
 MP0552'
 MP0552'TRIANGULATION STATION MEDICINE BOW 1948 IS THE AZIMUTH.
 MP0552'
 MP0552'TO REACH FROM SARATOGA.  GO SOUTH ON STATE HIGHWAY 230 FOR
 MP0552'8.4 MILES TO THE JUNCTION OF STATE HIGHWAY 130.  TURN LEFT (EAST)
 MP0552'AND FOLLOW STATE HIGHWAY 130 FOR 12.1 MILES TO THE BRUSH CREEK
 MP0552'RANGER STATION ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 1.85
 MP0552'MILES TO A DIRT ROAD SHARP RIGHT.  TURN RIGHT ON DIRT ROAD
 MP0552'FOR 0.25 MILE TO A FORK.  TAKE THE EXTREME LEFT FORK FOR
 MP0552'0.1 MILE TO A FORK.  TAKE THE RIGHT FORK MAIN TRAVELED ROAD
 MP0552'(PASSING CABINS) FOR 0.35 TO A FORK.  TAKE THE LEFT FORK UP
 MP0552'HILL AND CONTINUE FOR 0.95 MILE TO A FORK AND SIGN BARRETT
 MP0552'RIDGE LOOKOUT.  TAKE THE RIGHT FORK UP HILL FOR 0.5 MILE TO THE
 MP0552'HIGHEST POINT AND STATION AS DESCRIBED.  A DRIVE
 MP0552'STATION.
 MP0552
 MP0552                          STATION RECOVERY (1959)
 MP0552
 MP0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0552'RECOVERED.
 MP0552'
 MP0552'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---BARRETT 1948---.
 MP0552
 MP0552                          STATION RECOVERY (1993)
 MP0552
 MP0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MP0552'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MP0552'CONDITION.  NO AZIMUTH MARK FOR THIS STATION.  THE LOOKOUT TOWER HAS
 MP0552'BEEN REMOVED, LEAVING ONLY THE CONCRETE PAD FOR THE LADDER. STATION IS
 MP0552'LOCATED ABOUT 29 KM (18.00 MI) SOUTHEAST OF SARATOGA, 32 KM (19.90 MI)
 MP0552'WEST OF CENTENNIAL, 2 KM (1.25 MI) NORTHWEST OF THE RYAN PARK
 MP0552'COMMUNITY, IN THE MEDICINE BOW NATIONAL FOREST, ON BARRETT RIDGE, ON A
 MP0552'MOSTLY CLEAR KNOLL, IN THE NORTHWEST 1/4 OF SECTION 29, T 16 N, R 81
 MP0552'W.  OWNERSHIP--US DEPARTMENT OF AGRICULTURE. TO REACH FROM THE
 MP0552'CENTENNIAL SCHOOL IN CENTENNIAL, GO WEST ON STATE HIGHWAY 130 FOR
 MP0552'18.93 KM (11.75 MI) TO THE LIBBY FLATS OBSERVATION POINT ON THE LEFT.
 MP0552'CONTINUE AHEAD FOR 21.75 KM (13.50 MI) TO THE ENTRANCE TO THE RYAN
 MP0552'PARK CAMPGROUND ON THE LEFT.  CONTINUE AHEAD FOR 1.02 KM (0.65 MI) TO
 MP0552'A DIRT ROAD LEFT.  TURN LEFT, SOUTHWEST, ON RYAN PARK ROAD FOR 0.38 KM
 MP0552'(0.25 MI) TO A FORK.  BEAR LEFT, SOUTHEAST, ON GRADED ROAD FOR 0.23 KM
 MP0552'(0.15 MI) TO A FORK.  BEAR RIGHT, SOUTHERLY, ON GRADED ROAD FOR 0.26
 MP0552'KM (0.15 MI) TO A ROAD RIGHT.  TURN RIGHT, WEST, ON FOREST SERVICE
 MP0552'ROAD 210 FOR 1.07 KM (0.65 MI) TO A CATTLE GUARD.  CONTINUE AHEAD,
 MP0552'WEST, ON GRADED ROAD FOR 0.82 KM (0.50 MI) TO A FORK.  BEAR RIGHT,
 MP0552'NORTHWEST, UPHILL, ON ROAD 232 FOR 0.31 KM (0.20 MI) TO A TRACK ROAD
 MP0552'RIGHT AT TOP OF GRADE.  TURN RIGHT, NORTH, ON ROAD 232 1A FOR 0.67 KM
 MP0552'(0.40 MI) TO TOP OF RISE AND STATION ON THE LEFT. STATION MARK IS A
 MP0552'DISK SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST PROJECTING 5 CM
 MP0552'ABOVE GROUND.  IT IS ON THE SOUTHEAST END OF THE SHORT
 MP0552'NORTHWEST-SOUTHEAST ROCKY KNOLL THAT IS COVERED WITH LOW ASPEN AND
 MP0552'PINES.  IT IS 13.9 M (45.6 FT) NORTH OF, AND 1 M (3.3 FT) HIGHER THAN
 MP0552'THE ROAD CENTER, 1.5 M (4.9 FT) NORTH OF THE SMALL CONCRETE PAD, AND
 MP0552'1.1 M (3.6 FT) SOUTH OF A FIBERGLASS WITNESS POST. DESCRIBED BY
 MP0552'G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0511 ***********************************************************************
 NR0511  DESIGNATION -  BARSB 1
 NR0511  PID         -  NR0511
 NR0511  STATE/COUNTY-  WY/NATRONA
 NR0511  USGS QUAD   -  TWIN BUTTES (1960)
 NR0511
 NR0511                         *CURRENT SURVEY CONTROL
 NR0511  ___________________________________________________________________
 NR0511* NAD 83(1993)-  42 37 06.84845(N)    106 30 00.39645(W)     ADJUSTED  
 NR0511* NAVD 88     -      1740.9    (meters)    5712.     (feet)  VERTCON   
 NR0511  ___________________________________________________________________
 NR0511  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 NR0511  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 NR0511
 NR0511  HORZ ORDER  -  THIRD
 NR0511
 NR0511.The horizontal coordinates were established by classical geodetic methods
 NR0511.and adjusted by the National Geodetic Survey in January 1997..
 NR0511
 NR0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0511
 NR0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0511
 NR0511.The geoid height was determined by GEOID03.
 NR0511
 NR0511;                    North         East     Units Scale Factor Converg.
 NR0511;SPC WYEC     -   335,620.195   468,356.507   MT  0.99999497   +0 33 51.2
 NR0511;UTM  13      - 4,719,549.593   376,973.703   MT  0.99978621   -1 00 57.1
 NR0511
 NR0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0511!SPC WYEC     -   0.99972902  x   0.99999497  =   0.99972399
 NR0511!UTM  13      -   0.99972902  x   0.99978621  =   0.99951529
 NR0511
 NR0511:                Primary Azimuth Mark                     Grid Az
 NR0511:SPC WYEC     -  BOLTON                                   228 48 41.2
 NR0511:UTM  13      -  BOLTON                                   230 23 29.5
 NR0511
 NR0511|---------------------------------------------------------------------|
 NR0511| PID    Reference Object                     Distance      Geod. Az  |
 NR0511|                                                           dddmmss.s |
 NR0511| NR0518 BOLTON                              APPROX. 5.0 KM 2292232.4 |
 NR0511|---------------------------------------------------------------------|
 NR0511
 NR0511                          SUPERSEDED SURVEY CONTROL
 NR0511
 NR0511  NAD 83(1986)-  42 37 06.83559(N)    106 30 00.37827(W) AD(       ) 3
 NR0511  NGVD 29 (09/08/93) 1740.0    (m)         5709.     (f) VERT ANG       
 NR0511
 NR0511.Superseded values are not recommended for survey control.
 NR0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0511.See file dsdata.txt to determine how the superseded data were derived.
 NR0511
 NR0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH7697419550(NAD 83)
 NR0511_MARKER: DD = SURVEY DISK
 NR0511_SETTING: 0 = UNSPECIFIED SETTING
 NR0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0511
 NR0511  HISTORY     - Date     Condition        Report By
 NR0511  HISTORY     - 1948     MONUMENTED       USGS
 NR0511
 NR0511                          STATION DESCRIPTION
 NR0511
 NR0511'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0511'LOCATED 16 MI. NE. OF ALCOVA, 8 MI. E. OF HIGHWAY 220, SW. 1/4-SW. 1/4
 NR0511'SEC. 25, T 31 N, R 81 W.
 NR0511'
 NR0511'TO REACH FROM POST OFFICE IN ALCOVA, GO NE. ON HIGHWAY 220 8.85 MI.
 NR0511'TO STEEL BRIDGE OVER N. PLATTE, THENCE ON 220 0.5 MI. TO JUNCTION
 NR0511'DIRT RD. RIGHT, TURN RIGHT THRU CATTLEGUARD AND FOLLOW MAIN RD. 5.5
 NR0511'MI. TO CATTLEGUARD S. OF RD. COMING IN FROM LEFT, CONTINUE ON MAIN
 NR0511'RD. 2.45 MI. TO JUNCTION TRAIL LEFT, TURN LEFT 0.3 MI. TO STATION
 NR0511'SITE 25 FT. W. OF TRAIL.
 NR0511'
 NR0511'STATION MARK--STANDARD CAP SET IN CONCRETE PROJECTING 5 IN., STAMPED
 NR0511'---BARSB-1 1948 5705---.  (OK 9/60 CWL)
 NR0511'
 NR0511'REFERENCE MARK NO. 1--STANDARD COPPER NAIL AND WASHER SET IN CONCRETE
 NR0511'POST PROJECTING 4 IN. AND IS 181.70 FT. N. OF STATION N 13 DEGREES
 NR0511'34 MINUTES, SW.
 NR0511'
 NR0511'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER SET IN CONCRETE
 NR0511'POST PROJECTING 5 IN. AND IS 50.70 FT. E. OF STATION N 66 DEGREES
 NR0511'15 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0042 ***********************************************************************
 PX0042  DESIGNATION -  BASIN
 PX0042  PID         -  PX0042
 PX0042  STATE/COUNTY-  WY/BIG HORN
 PX0042  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0042
 PX0042                         *CURRENT SURVEY CONTROL
 PX0042  ___________________________________________________________________
 PX0042* NAD 83(1986)-  44 22 53.     (N)    108 02 21.     (W)     SCALED    
 PX0042* NAVD 88     -      1180.910  (meters)    3874.37   (feet)  ADJUSTED  
 PX0042  ___________________________________________________________________
 PX0042  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PX0042  DYNAMIC HT  -        1180.420 (meters)    3872.76  (feet)  COMP
 PX0042  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 PX0042
 PX0042  VERT ORDER  -  FIRST     CLASS II
 PX0042
 PX0042.The horizontal coordinates were scaled from a topographic map and have
 PX0042.an estimated accuracy of +/- 6 seconds.
 PX0042
 PX0042.The orthometric height was determined by differential leveling
 PX0042.and adjusted by the National Geodetic Survey in June 1991..
 PX0042
 PX0042.The geoid height was determined by GEOID03.
 PX0042
 PX0042.The dynamic height is computed by dividing the NAVD 88
 PX0042.geopotential number by the normal gravity value computed on the
 PX0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0042.degrees latitude (g = 980.6199 gals.).
 PX0042
 PX0042.The modeled gravity was interpolated from observed gravity values.
 PX0042
 PX0042;                    North         East    Units  Estimated Accuracy
 PX0042;SPC WYEC     -   531,370.      343,760.      MT  (+/- 180 meters Scaled)
 PX0042
 PX0042                          SUPERSEDED SURVEY CONTROL
 PX0042
 PX0042  NGVD 29 (??/??/92) 1180.136  (m)         3871.83   (f) ADJ UNCH    1 2
 PX0042
 PX0042.Superseded values are not recommended for survey control.
 PX0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0042.See file dsdata.txt to determine how the superseded data were derived.
 PX0042
 PX0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ358184(NAD 83)
 PX0042_MARKER: DB = BENCH MARK DISK
 PX0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0042_STAMPING: BASIN 1932
 PX0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0042+STABILITY: SURFACE MOTION
 PX0042
 PX0042  HISTORY     - Date     Condition        Report By
 PX0042  HISTORY     - 1932     MONUMENTED       CGS
 PX0042  HISTORY     - 1966     GOOD             USGS
 PX0042  HISTORY     - 1982     MARK NOT FOUND   NGS
 PX0042
 PX0042                          STATION DESCRIPTION
 PX0042
 PX0042'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PX0042'IN BASIN.
 PX0042'AT BASIN, BIG HORN CO., AT THE INTERSECTION OF US HIGHWAY 20 AND O
 PX0042'STREET AT THE SOUTHWEST CORNER OF THE INTERSECTION, IN THE SIDEWALK. A
 PX0042'STANDARD DISK STAMPED 3871.360 BASIN 1932 AND SET IN THE CONCRETE POST
 PX0042'PROJECTING 0.2 FOOT.
 PX0042
 PX0042                          STATION RECOVERY (1982)
 PX0042
 PX0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0042'THE LAWN OF THE TOWN HALL IS NOW COVERED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0377 ***********************************************************************
 NR0377  DESIGNATION -  BASIN
 NR0377  PID         -  NR0377
 NR0377  STATE/COUNTY-  WY/CARBON
 NR0377  USGS QUAD   -  THE Q RANCH (1982)
 NR0377
 NR0377                         *CURRENT SURVEY CONTROL
 NR0377  ___________________________________________________________________
 NR0377* NAD 83(1993)-  42 14 31.19001(N)    106 30 50.67213(W)     ADJUSTED  
 NR0377* NAVD 88     -      2192.1    (meters)    7192.     (feet)  VERTCON   
 NR0377  ___________________________________________________________________
 NR0377  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NR0377  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 NR0377
 NR0377  HORZ ORDER  -  THIRD
 NR0377
 NR0377.The horizontal coordinates were established by classical geodetic methods
 NR0377.and adjusted by the National Geodetic Survey in January 1997..
 NR0377
 NR0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0377
 NR0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0377
 NR0377.The geoid height was determined by GEOID03.
 NR0377
 NR0377;                    North         East     Units Scale Factor Converg.
 NR0377;SPC WYEC     -   293,781.016   467,614.345   MT  0.99999373   +0 33 02.8
 NR0377;UTM  13      - 4,677,755.180   375,082.655   MT  0.99979200   -1 01 04.8
 NR0377
 NR0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0377!SPC WYEC     -   0.99965831  x   0.99999373  =   0.99965204
 NR0377!UTM  13      -   0.99965831  x   0.99979200  =   0.99945038
 NR0377
 NR0377:                Primary Azimuth Mark                     Grid Az
 NR0377:SPC WYEC     -  CHALK                                    015 19 39.7
 NR0377:UTM  13      -  CHALK                                    016 53 47.3
 NR0377
 NR0377|---------------------------------------------------------------------|
 NR0377| PID    Reference Object                     Distance      Geod. Az  |
 NR0377|                                                           dddmmss.s |
 NR0377| NR0371 CHALK                               APPROX.11.8 KM 0155242.5 |
 NR0377|---------------------------------------------------------------------|
 NR0377
 NR0377                          SUPERSEDED SURVEY CONTROL
 NR0377
 NR0377  NAD 83(1986)-  42 14 31.17534(N)    106 30 50.65968(W) AD(       ) 3
 NR0377  NAD 27      -  42 14 31.31067(N)    106 30 48.55363(W) AD(       ) 3
 NR0377  NGVD 29 (07/19/86) 2190.9    (m)         7188.     (f) VERT ANG       
 NR0377
 NR0377.Superseded values are not recommended for survey control.
 NR0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0377.See file dsdata.txt to determine how the superseded data were derived.
 NR0377
 NR0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG7508377755(NAD 83)
 NR0377_MARKER: DB = BENCH MARK DISK
 NR0377_SETTING: 0 = UNSPECIFIED SETTING
 NR0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0377
 NR0377  HISTORY     - Date     Condition        Report By
 NR0377  HISTORY     - 1951     MONUMENTED       USGS
 NR0377
 NR0377                          STATION DESCRIPTION
 NR0377
 NR0377'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0377'STATION IS LOCATED APROX. 14 MI. E. AND 1.5 MI. S. OF LEO, WYOMING
 NR0377'POST OFFICE.  STATION IS ABOUT 50 FT. N. OF LEO MEDICINE BOW RD. IN
 NR0377'SHIRLEY BASIN ON LOW RIDGE
 NR0377'
 NR0377'TO REACH FROM LEO POST OFFICE, PROCEED N. ON LEO HANNA RD. FOR 1.1 MI.
 NR0377'TO COUNTY RD. LEFT AND EAST.  TURN LEFT ON COUNTY RD. TO MEDICINE BOW
 NR0377'FOR 16.0 MI. TO STATION.  STATION IS 50 FT. N. OF RD. ON TOP OF LOW
 NR0377'RIDGE.
 NR0377'
 NR0377'STATION MARK - STANDARD USGS BENCH MARK SET IN CONCRETE POST AND
 NR0377'EXTENDING 6-IN. ABOVE GROUND AND STAMPED ---LFR-BASIN 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1232 ***********************************************************************
 PY1232  DESIGNATION -  BASIN
 PY1232  PID         -  PY1232
 PY1232  STATE/COUNTY-  WY/TETON
 PY1232  USGS QUAD   -  MOUNT HANCOCK (1996)
 PY1232
 PY1232                         *CURRENT SURVEY CONTROL
 PY1232  ___________________________________________________________________
 PY1232* NAD 83(1993)-  44 12 04.62682(N)    110 29 49.84303(W)     ADJUSTED  
 PY1232* NAVD 88     -      2216.0    (meters)    7270.     (feet)  VERTCON   
 PY1232  ___________________________________________________________________
 PY1232  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 PY1232  GEOID HEIGHT-          -8.18  (meters)                     GEOID03
 PY1232
 PY1232  HORZ ORDER  -  THIRD
 PY1232
 PY1232.The horizontal coordinates were established by classical geodetic methods
 PY1232.and adjusted by the National Geodetic Survey in January 1997..
 PY1232
 PY1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1232
 PY1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1232
 PY1232.The geoid height was determined by GEOID03.
 PY1232
 PY1232;                    North         East     Units Scale Factor Converg.
 PY1232;SPC WY W     -   511,196.858   766,921.527   MT  0.99995095   -0 17 18.7
 PY1232;UTM  12      - 4,894,352.453   540,176.733   MT  0.99961985   +0 21 02.0
 PY1232
 PY1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1232!SPC WY W     -   0.99965393  x   0.99995095  =   0.99960490
 PY1232!UTM  12      -   0.99965393  x   0.99961985  =   0.99927392
 PY1232
 PY1232:                Primary Azimuth Mark                     Grid Az
 PY1232:SPC WY W     -  HANCOCK                                  128 59 27.1
 PY1232:UTM  12      -  HANCOCK                                  128 21 06.4
 PY1232
 PY1232|---------------------------------------------------------------------|
 PY1232| PID    Reference Object                     Distance      Geod. Az  |
 PY1232|                                                           dddmmss.s |
 PY1232| PY1231 HANCOCK                             APPROX. 8.2 KM 1284208.4 |
 PY1232|---------------------------------------------------------------------|
 PY1232
 PY1232                          SUPERSEDED SURVEY CONTROL
 PY1232
 PY1232  NAD 83(1993)-  44 12 04.62037(N)    110 29 49.83924(W) AD(       ) 3
 PY1232  NAD 83(1986)-  44 12 04.61816(N)    110 29 49.82881(W) AD(       ) 3
 PY1232  NAD 27      -  44 12 04.82356(N)    110 29 47.09058(W) AD(       ) 3
 PY1232  NGVD 29 (07/19/86) 2214.7    (m)         7266.     (f) VERT ANG       
 PY1232
 PY1232.Superseded values are not recommended for survey control.
 PY1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1232.See file dsdata.txt to determine how the superseded data were derived.
 PY1232
 PY1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP4017794352(NAD 83)
 PY1232_MARKER: DD = SURVEY DISK
 PY1232_SETTING: 66 = SET IN ROCK OUTCROP
 PY1232_SP_SET: SET IN ROCK OUTCROP
 PY1232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1232+STABILITY: POSITION/ELEVATION WELL
 PY1232
 PY1232  HISTORY     - Date     Condition        Report By
 PY1232  HISTORY     - 1955     MONUMENTED       USGS
 PY1232
 PY1232                          STATION DESCRIPTION
 PY1232
 PY1232'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1232'STATION LOCATED ABOUT 10 MI. (AIRLINE) NE. OF S. ENTRANCE TO
 PY1232'YELLOWSTONE PARK, IN YELLOWSTONE PARK, WYOMING, AND ABOUT 0.5 MI.
 PY1232'N. OF THE JUNCTION OF BASIN CREEK AND SNAKE RIVER, ON THE S. END
 PY1232'OF A RIDGE.
 PY1232'
 PY1232'STATION MARK--STANDARD TABLET, SET IN ROCK, STAMPED ---BASIN
 PY1232'1955---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0512 ***********************************************************************
 NR0512  DESIGNATION -  BASIN
 NR0512  PID         -  NR0512
 NR0512  STATE/COUNTY-  WY/NATRONA
 NR0512  USGS QUAD   -  BISHOP (1978)
 NR0512
 NR0512                         *CURRENT SURVEY CONTROL
 NR0512  ___________________________________________________________________
 NR0512* NAD 83(1993)-  42 54 18.10887(N)    106 23 05.26489(W)     ADJUSTED  
 NR0512* NAVD 88     -      1616.     (meters)    5302.     (feet)  SCALED    
 NR0512  ___________________________________________________________________
 NR0512  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 NR0512  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 NR0512
 NR0512  HORZ ORDER  -  THIRD
 NR0512
 NR0512.The horizontal coordinates were established by classical geodetic methods
 NR0512.and adjusted by the National Geodetic Survey in January 1997..
 NR0512
 NR0512.The orthometric height was scaled from a topographic map.
 NR0512
 NR0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0512
 NR0512.The geoid height was determined by GEOID03.
 NR0512
 NR0512;                    North         East     Units Scale Factor Converg.
 NR0512;SPC WYEC     -   367,540.596   477,459.105   MT  1.00001129   +0 38 44.8
 NR0512;UTM  13      - 4,751,198.789   386,953.071   MT  0.99975722   -0 56 34.3
 NR0512
 NR0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0512!SPC WYEC     -   0.99974872  x   1.00001129  =   0.99976001
 NR0512!UTM  13      -   0.99974872  x   0.99975722  =   0.99950600
 NR0512
 NR0512:                Primary Azimuth Mark                     Grid Az
 NR0512:SPC WYEC     -  MESA                                     078 48 54.2
 NR0512:UTM  13      -  MESA                                     080 24 13.3
 NR0512
 NR0512|---------------------------------------------------------------------|
 NR0512| PID    Reference Object                     Distance      Geod. Az  |
 NR0512|                                                           dddmmss.s |
 NR0512| NR0354 MESA                                APPROX. 9.0 KM 0792739.0 |
 NR0512|---------------------------------------------------------------------|
 NR0512
 NR0512                          SUPERSEDED SURVEY CONTROL
 NR0512
 NR0512  NAD 83(1986)-  42 54 18.09399(N)    106 23 05.24507(W) AD(       ) 3
 NR0512
 NR0512.Superseded values are not recommended for survey control.
 NR0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0512.See file dsdata.txt to determine how the superseded data were derived.
 NR0512
 NR0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8695351199(NAD 83)
 NR0512_MARKER: I = METAL ROD
 NR0512_SETTING: 0 = UNSPECIFIED SETTING
 NR0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0512
 NR0512  HISTORY     - Date     Condition        Report By
 NR0512  HISTORY     - 1903     MONUMENTED       USGS
 NR0512
 NR0512                          STATION DESCRIPTION
 NR0512
 NR0512'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 NR0512'SITUATED ON A SLIGHT ELEVATION 4 MI. (AIRLINE) N. OF CASPER AND
 NR0512'1,000 FT. E. OF WAGON ROAD.
 NR0512'
 NR0512'STATION MARK--AN IRON BENCH MARK POST, SET 3 FT. IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0338 ***********************************************************************
 PX0338  DESIGNATION -  BASIN MUNICIPAL TANK
 PX0338  PID         -  PX0338
 PX0338  STATE/COUNTY-  WY/BIG HORN
 PX0338  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0338
 PX0338                         *CURRENT SURVEY CONTROL
 PX0338  ___________________________________________________________________
 PX0338* NAD 83(1993)-  44 22 02.02601(N)    108 02 30.59402(W)     ADJUSTED  
 PX0338* NAVD 88     -                                                        
 PX0338  ___________________________________________________________________
 PX0338  LAPLACE CORR-           8.84  (seconds)                    DEFLEC99
 PX0338  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 PX0338
 PX0338  HORZ ORDER  -  THIRD
 PX0338
 PX0338.The horizontal coordinates were established by classical geodetic methods
 PX0338.and adjusted by the National Geodetic Survey in January 1997..
 PX0338
 PX0338
 PX0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0338
 PX0338.The geoid height was determined by GEOID03.
 PX0338
 PX0338;                    North         East     Units Scale Factor Converg.
 PX0338;SPC WYEC     -   529,795.924   343,529.212   MT  0.99997670   -0 29 43.6
 PX0338;UTM  12      - 4,916,918.168   735,703.237   MT  1.00028329   +2 04 10.1
 PX0338;UTM  13      - 4,917,162.466   257,630.428   MT  1.00032249   -2 07 41.0
 PX0338
 PX0338                          SUPERSEDED SURVEY CONTROL
 PX0338
 PX0338  NAD 83(1986)-  44 22 02.01337(N)    108 02 30.59343(W) AD(       ) 4
 PX0338  NAD 27      -  44 22 02.16600(N)    108 02 28.23300(W) AD(       ) 3
 PX0338
 PX0338.Superseded values are not recommended for survey control.
 PX0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0338.See file dsdata.txt to determine how the superseded data were derived.
 PX0338
 PX0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ3570316918(NAD 83)
 PX0338_MARKER: 53 = ELEVATED TANK
 PX0338
 PX0338  HISTORY     - Date     Condition        Report By
 PX0338  HISTORY     - 1957     FIRST OBSERVED   CGS
 PX0338
 PX0338                          STATION DESCRIPTION
 PX0338
 PX0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0338'STATION IS THE FINIAL AT THE APEX OF THE TANK.  IT IS LOCATED IN
 PX0338'THE SOUTHERN EDGE OF BASIN.  IT IS AN ELEVATED TANK SUPPORTED BY
 PX0338'A FOUR-LEGGED STEEL FRAMEWORK, SILVER IN COLOR, AND 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0115 ***********************************************************************
 NR0115  DESIGNATION -  BATES
 NR0115  PID         -  NR0115
 NR0115  STATE/COUNTY-  WY/CARBON
 NR0115  USGS QUAD   -  BATES CREEK RESERVOIR (1984)
 NR0115
 NR0115                         *CURRENT SURVEY CONTROL
 NR0115  ___________________________________________________________________
 NR0115* NAD 83(1993)-  42 25 37.97890(N)    106 12 13.24449(W)     ADJUSTED  
 NR0115* NAVD 88     -      2325.028  (meters)    7628.03   (feet)  ADJUSTED  
 NR0115  ___________________________________________________________________
 NR0115  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 NR0115  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 NR0115  DYNAMIC HT  -        2323.195 (meters)    7622.02  (feet)  COMP
 NR0115  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 NR0115
 NR0115  HORZ ORDER  -  SECOND
 NR0115  VERT ORDER  -  SECOND    CLASS 0
 NR0115
 NR0115.The horizontal coordinates were established by classical geodetic methods
 NR0115.and adjusted by the National Geodetic Survey in January 1997..
 NR0115
 NR0115.The orthometric height was determined by differential leveling
 NR0115.and adjusted by the National Geodetic Survey in June 1991..
 NR0115
 NR0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0115
 NR0115.The geoid height was determined by GEOID03.
 NR0115
 NR0115.The dynamic height is computed by dividing the NAVD 88
 NR0115.geopotential number by the normal gravity value computed on the
 NR0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0115.degrees latitude (g = 980.6199 gals.).
 NR0115
 NR0115.The modeled gravity was interpolated from observed gravity values.
 NR0115
 NR0115;                    North         East     Units Scale Factor Converg.
 NR0115;SPC WYEC     -   314,647.140   492,958.827   MT  1.00004378   +0 45 43.8
 NR0115;SPC WY E     -   214,549.881   114,664.724   MT  1.00002707   -0 41 58.8
 NR0115;UTM  13      - 4,697,913.089   400,983.059   MT  0.99972063   -0 48 43.7
 NR0115
 NR0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0115!SPC WYEC     -   0.99963735  x   1.00004378  =   0.99968111
 NR0115!SPC WY E     -   0.99963735  x   1.00002707  =   0.99966441
 NR0115!UTM  13      -   0.99963735  x   0.99972063  =   0.99935808
 NR0115
 NR0115|---------------------------------------------------------------------|
 NR0115| PID    Reference Object                     Distance      Geod. Az  |
 NR0115|                                                           dddmmss.s |
 NR0115| NR0114 BATES RM 1                           12.469 METERS 03003     |
 NR0115| NR0117 MR 33                                              2761222.4 |
 NR0115| NR0116 BATES RM 2                           11.761 METERS 28231     |
 NR0115|---------------------------------------------------------------------|
 NR0115
 NR0115                          SUPERSEDED SURVEY CONTROL
 NR0115
 NR0115  NAD 83(1986)-  42 25 37.96568(N)    106 12 13.22980(W) AD(       ) 2
 NR0115  NAD 27      -  42 25 38.09400(N)    106 12 11.16500(W) AD(       ) 2
 NR0115  NGVD 29 (??/??/92) 2323.91   (m)         7624.4    (f) COMPUTED    2 0
 NR0115
 NR0115.Superseded values are not recommended for survey control.
 NR0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0115.See file dsdata.txt to determine how the superseded data were derived.
 NR0115
 NR0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG0098397913(NAD 83)
 NR0115_MARKER: DS = TRIANGULATION STATION DISK
 NR0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0115_STAMPING: BATES 1948
 NR0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0115+STABILITY: SURFACE MOTION
 NR0115
 NR0115  HISTORY     - Date     Condition        Report By
 NR0115  HISTORY     - 1948     MONUMENTED       CGS
 NR0115  HISTORY     - 1959     GOOD             NGS
 NR0115  HISTORY     - 1960     GOOD             LOCENG
 NR0115
 NR0115                          STATION DESCRIPTION
 NR0115
 NR0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0115'STATION LOCATED IN T. 28 N., R. 78 W., ON LONG, PROMINENT,
 NR0115'GRASSY RIDGE EXTENDING IN A EAST AND WEST DIRECTION, ABOUT
 NR0115'30 MILES AIRLINE SOUTH-SOUTHEAST OF CASPER, ABOUT 3.5 MILES
 NR0115'AIRLINE SOUTH OF BATES CREEK RESERVOIR AND 2 BAR RANCH BUILDINGS,
 NR0115'ABOUT 0.15 MILE SOUTH OF THE NATRONA - CARBON COUNTY LINE,
 NR0115'0.05 MILE SOUTH OF ROAD FROM CASPER TO MEDICINE BOW, 4 PACES
 NR0115'SOUTHEAST OF A WHITE WITNESS POST, PROJECTS 4 INCHES, AND
 NR0115'STAMPED, BATES 1948.
 NR0115'
 NR0115'REFERENCE MARK NO. 1 IS ABOUT 12 INCHES LOWER THAN STATION,
 NR0115'PROJECTS 4 INCHES, AND STAMPED, BATES NO 1 1948.
 NR0115'
 NR0115'REFERENCE MARK NO. 2 IS ABOUT 12 INCHES LOWER THAN STATION,
 NR0115'PROJECTS 4 INCHES, AND STAMPED, BATES NO 2 1948.
 NR0115'
 NR0115'AZIMUTH MARK IS U.S. GEOLOGICAL SURVEY BENCH MARK LOCATED 6-1/2
 NR0115'PACES SOUTHEAST OF THE CENTER LINE OF ROAD, 6 PACES EAST OF
 NR0115'SIGN BOARD, 1 PACE WEST OF FENCE, 2 FEET NORTH OF A WHITE
 NR0115'WITNESS POST WITH USBM 7551-1 PAINTED ON IT, SET IN A 6 INCH
 NR0115'SQUARE CONCRETE POST, PROJECTS 4 INCHES, AND STAMPED, MR
 NR0115'33 1947.
 NR0115'
 NR0115'TO REACH FROM THE JUNCTION OF STATE ROUTE 220 AND U.S. HIGHWAY
 NR0115'20 AND 87 IN THE WESTERN PART OF CASPER, GO SOUTHWEST ON
 NR0115'STATE ROUTE 220 FOR 10.5 MILES TO GOOSE EGG INN ON RIGHT,
 NR0115'JUST AFTER PASSING A TEXICO SERVICE STATION.  CONTINUE ON
 NR0115'STATE ROUTE 220 FOR 8.3 MILES TO A SIDE ROAD LEFT AND SIGN,
 NR0115'STATE GAME PRESERVE, NO HUNTING.  TURN LEFT AND FOLLOW MAIN
 NR0115'GRADED ROAD FOR 8.7 MILES TO A ROAD ON LEFT AND SIGN, CASPER
 NR0115'30.  CONTINUE STRAIGHT AHEAD AND FOLLOW MAIN ROAD FOR 15.0
 NR0115'MILES TO A CROSSROAD AND LARGE SIGN, MEDICINE BOW 58 MILES.
 NR0115'KEEP STRAIGHT AHEAD AS PER SIGN, AND GO 2.6 MILES TO A ROAD
 NR0115'ON LEFT AND SIGN, 2 BAR, BATES RESERVOIR.  KEEP STRAIGHT
 NR0115'AHEAD AND GO 4.5 MILES TO A CATTLE GUARD AND AZIMUTH MARK
 NR0115'ON RIGHT AS DESCRIBED ABOVE.  CONTINUE ON MAIN ROAD FOR 0.6
 NR0115'MILE.  LEAVE ROAD, TURN RIGHT AND GO 0.05 MILE TO TOP OF
 NR0115'RIDGE AND STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 NR0115
 NR0115                          STATION RECOVERY (1959)
 NR0115
 NR0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NR0115'47.6 MI S FROM CASPER.
 NR0115'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0115'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0115'ROAD WHICH IS MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST ALONG
 NR0115'TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED ROAD,
 NR0115'THENCE ABOUT 22.8 MILES SOUTHEAST ALONG A DIRT ROAD, IN SECTION 4, R
 NR0115'78 W, T 28 N, ABOUT 0.1 MILE SOUTH OF THE ROAD, ON THE TOP OF THE
 NR0115'SOUTH EDGE OF A LONG RIDGE, AND IN THE TOP OF A CONCRETE POST
 NR0115'PROJECTING 2 INCHES.
 NR0115
 NR0115                          STATION RECOVERY (1960)
 NR0115
 NR0115'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 NR0115'STATION RECOVERED BY R.J.S. AND ASSOC
 NR0115'
 NR0115'STATION FOUND IN EXCELLENT CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0513 ***********************************************************************
 NR0513  DESIGNATION -  BATES
 NR0513  PID         -  NR0513
 NR0513  STATE/COUNTY-  WY/NATRONA
 NR0513  USGS QUAD   -  FREELAND (1960)
 NR0513
 NR0513                         *CURRENT SURVEY CONTROL
 NR0513  ___________________________________________________________________
 NR0513* NAD 83(1993)-  42 39 25.51860(N)    106 26 49.16581(W)     ADJUSTED  
 NR0513* NAVD 88     -      1746.5    (meters)    5730.     (feet)  VERTCON   
 NR0513  ___________________________________________________________________
 NR0513  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 NR0513  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 NR0513
 NR0513  HORZ ORDER  -  THIRD
 NR0513
 NR0513.The horizontal coordinates were established by classical geodetic methods
 NR0513.and adjusted by the National Geodetic Survey in January 1997..
 NR0513
 NR0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0513
 NR0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0513
 NR0513.The geoid height was determined by GEOID03.
 NR0513
 NR0513;                    North         East     Units Scale Factor Converg.
 NR0513;SPC WYEC     -   339,943.217   472,669.560   MT  1.00000245   +0 36 02.2
 NR0513;UTM  13      - 4,723,751.078   381,403.390   MT  0.99977304   -0 58 50.2
 NR0513
 NR0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0513!SPC WYEC     -   0.99972813  x   1.00000245  =   0.99973058
 NR0513!UTM  13      -   0.99972813  x   0.99977304  =   0.99950123
 NR0513
 NR0513:                Primary Azimuth Mark                     Grid Az
 NR0513:SPC WYEC     -  BOLTON                                   226 40 38.2
 NR0513:UTM  13      -  BOLTON                                   228 15 30.6
 NR0513
 NR0513|---------------------------------------------------------------------|
 NR0513| PID    Reference Object                     Distance      Geod. Az  |
 NR0513|                                                           dddmmss.s |
 NR0513| NR0518 BOLTON                              APPROX.11.1 KM 2271640.4 |
 NR0513|---------------------------------------------------------------------|
 NR0513
 NR0513                          SUPERSEDED SURVEY CONTROL
 NR0513
 NR0513  NAD 83(1986)-  42 39 25.50542(N)    106 26 49.14772(W) AD(       ) 3
 NR0513  NGVD 29 (09/08/93) 1745.6    (m)         5727.     (f) VERT ANG       
 NR0513
 NR0513.Superseded values are not recommended for survey control.
 NR0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0513.See file dsdata.txt to determine how the superseded data were derived.
 NR0513
 NR0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8140323751(NAD 83)
 NR0513_MARKER: DS = TRIANGULATION STATION DISK
 NR0513_SETTING: 0 = UNSPECIFIED SETTING
 NR0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0513
 NR0513  HISTORY     - Date     Condition        Report By
 NR0513  HISTORY     - 1948     MONUMENTED       USGS
 NR0513
 NR0513                          STATION DESCRIPTION
 NR0513
 NR0513'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0513'LOCATED ON A FLAT TOP HILL, 16 MI. S. OF CASPER, 1/4 MI. N. OF BATES
 NR0513'CREEK AND THE 2-BAR RD., 1-1/2 MI. E. OF THE 2-BAR RANCH, ABANDONED
 NR0513'HOMESTEAD IS AT THE S. BASE OF THE HILL.
 NR0513'
 NR0513'TO REACH STATION FROM CASPER POST OFFICE, GO W. ON U.S. HIGHWAY NO.
 NR0513'20 FOR 0.6 MI. TO JUNCTION WITH WYOMING STATE HIGHWAY NO. 220, TURN
 NR0513'LEFT AND GO SW. ON STATE HIGHWAY NO. 220 FOR 19.8 MI. TO JUNCTION
 NR0513'WITH STATE HIGHWAY 487, TURN LEFT AND GO E. 7.2 MI. (PASSING THRU
 NR0513'7 CATTLEGUARDS) TO A WOODEN BRIDGE, CONTINUE ON MAIN TRAVELED RD.
 NR0513'1.0 MI. TO ABANDONED HOMESTEAD, TURN LEFT AND GO N. 0.3 MI. ACROSS
 NR0513'COUNTRY UPHILL TO TOP AND STATION.
 NR0513'
 NR0513'STATION MARK--STANDARD TABLET STAMPED---BATES 1947---, AND SET IN
 NR0513'TOP OF A CONCRETE MONUMENT 5 IN. ABOVE GROUND.
 NR0513'
 NR0513'REFERENCE MARK NO. 1--A 1-1/4 IN. IRON PIPE 8 IN. ABOVE GROUND AND IN
 NR0513'A PILE OF STONES, 57.58 FT. NW. OF STATION MARK N 11 DEGREES
 NR0513'48 MINUTES, SE.
 NR0513'
 NR0513'REFERENCE MARK NO. 2--A 1-1/4 IN. IRON PIPE 8 IN. ABOVE GROUND AND IN
 NR0513'A PILE OF STONES, 63.01 FT. E. OF STATION MARK N 85 DEGREES
 NR0513'46 MINUTES, SW.
 NR0513'
 NR0513'(OK 10/60 JJR)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0114 ***********************************************************************
 NR0114  DESIGNATION -  BATES RM 1
 NR0114  PID         -  NR0114
 NR0114  STATE/COUNTY-  WY/CARBON
 NR0114  USGS QUAD   -  BATES CREEK RESERVOIR (1984)
 NR0114
 NR0114                         *CURRENT SURVEY CONTROL
 NR0114  ___________________________________________________________________
 NR0114* NAD 83(1986)-  42 25 38.     (N)    106 12 13.     (W)     SCALED    
 NR0114* NAVD 88     -      2324.647  (meters)    7626.78   (feet)  ADJUSTED  
 NR0114  ___________________________________________________________________
 NR0114  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 NR0114  DYNAMIC HT  -        2322.813 (meters)    7620.76  (feet)  COMP
 NR0114  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 NR0114
 NR0114  VERT ORDER  -  SECOND    CLASS 0
 NR0114
 NR0114.The horizontal coordinates were scaled from a topographic map and have
 NR0114.an estimated accuracy of +/- 6 seconds.
 NR0114
 NR0114.The orthometric height was determined by differential leveling
 NR0114.and adjusted by the National Geodetic Survey in June 1991..
 NR0114
 NR0114.The geoid height was determined by GEOID03.
 NR0114
 NR0114.The dynamic height is computed by dividing the NAVD 88
 NR0114.geopotential number by the normal gravity value computed on the
 NR0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0114.degrees latitude (g = 980.6199 gals.).
 NR0114
 NR0114.The modeled gravity was interpolated from observed gravity values.
 NR0114
 NR0114;                    North         East    Units  Estimated Accuracy
 NR0114;SPC WYEC     -   314,650.      492,960.      MT  (+/- 180 meters Scaled)
 NR0114
 NR0114                          SUPERSEDED SURVEY CONTROL
 NR0114
 NR0114  NGVD 29 (??/??/92) 2323.53   (m)         7623.1    (f) COMPUTED    2 0
 NR0114
 NR0114.Superseded values are not recommended for survey control.
 NR0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0114.See file dsdata.txt to determine how the superseded data were derived.
 NR0114
 NR0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG009979(NAD 83)
 NR0114_MARKER: DR = REFERENCE MARK DISK
 NR0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0114_STAMPING: BATES NO 1 1948
 NR0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0114+STABILITY: SURFACE MOTION
 NR0114
 NR0114  HISTORY     - Date     Condition        Report By
 NR0114  HISTORY     - 1948     MONUMENTED       CGS
 NR0114  HISTORY     - 1959     GOOD             NGS
 NR0114
 NR0114                          STATION DESCRIPTION
 NR0114
 NR0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0114'47.6 MI S FROM CASPER.
 NR0114'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0114'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0114'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0114'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0114'ROAD, THENCE ABOUT 22.8 MILES SOUTHEAST ALONG A DIRT ROAD, IN SECTION
 NR0114'4, R 78 W, T 28 N, ABOUT 0.1 MILE SOUTH OF THE ROAD, ON THE TOP OF THE
 NR0114'SOUTH EDGE OF A LONG RIDGE, 40.5 FEET NORTHEAST OF TRIANGULATION
 NR0114'STATION BATES 1948, AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 NR0114'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0116 ***********************************************************************
 NR0116  DESIGNATION -  BATES RM 2
 NR0116  PID         -  NR0116
 NR0116  STATE/COUNTY-  WY/CARBON
 NR0116  USGS QUAD   -  BATES CREEK RESERVOIR (1984)
 NR0116
 NR0116                         *CURRENT SURVEY CONTROL
 NR0116  ___________________________________________________________________
 NR0116* NAD 83(1986)-  42 25 38.     (N)    106 12 13.     (W)     SCALED    
 NR0116* NAVD 88     -      2324.511  (meters)    7626.33   (feet)  ADJUSTED  
 NR0116  ___________________________________________________________________
 NR0116  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 NR0116  DYNAMIC HT  -        2322.678 (meters)    7620.32  (feet)  COMP
 NR0116  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 NR0116
 NR0116  VERT ORDER  -  SECOND    CLASS 0
 NR0116
 NR0116.The horizontal coordinates were scaled from a topographic map and have
 NR0116.an estimated accuracy of +/- 6 seconds.
 NR0116
 NR0116.The orthometric height was determined by differential leveling
 NR0116.and adjusted by the National Geodetic Survey in June 1991..
 NR0116
 NR0116.The geoid height was determined by GEOID03.
 NR0116
 NR0116.The dynamic height is computed by dividing the NAVD 88
 NR0116.geopotential number by the normal gravity value computed on the
 NR0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0116.degrees latitude (g = 980.6199 gals.).
 NR0116
 NR0116.The modeled gravity was interpolated from observed gravity values.
 NR0116
 NR0116;                    North         East    Units  Estimated Accuracy
 NR0116;SPC WYEC     -   314,650.      492,960.      MT  (+/- 180 meters Scaled)
 NR0116
 NR0116                          SUPERSEDED SURVEY CONTROL
 NR0116
 NR0116  NGVD 29 (??/??/92) 2323.39   (m)         7622.7    (f) COMPUTED    2 0
 NR0116
 NR0116.Superseded values are not recommended for survey control.
 NR0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0116.See file dsdata.txt to determine how the superseded data were derived.
 NR0116
 NR0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG009979(NAD 83)
 NR0116_MARKER: DR = REFERENCE MARK DISK
 NR0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0116_STAMPING: BATES NO 2 1948
 NR0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0116+STABILITY: SURFACE MOTION
 NR0116
 NR0116  HISTORY     - Date     Condition        Report By
 NR0116  HISTORY     - 1948     MONUMENTED       CGS
 NR0116  HISTORY     - 1959     GOOD             NGS
 NR0116
 NR0116                          STATION DESCRIPTION
 NR0116
 NR0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0116'47.6 MI S FROM CASPER.
 NR0116'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0116'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0116'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0116'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0116'ROAD, THENCE ABOUT 22.8 MILES SOUTHEAST ALONG A DIRT ROAD, IN SECTION
 NR0116'4, R 78 W, T 28 N, ABOUT 0.1 MILE SOUTH OF THE ROAD, ON THE TOP OF THE
 NR0116'SOUTH EDGE OF A LONG RIDGE, 38.5 FEET NORTHWEST OF TRIANGULATION
 NR0116'STATION BATES 1948, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 NR0116'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0212 ***********************************************************************
 NS0212  DESIGNATION -  BATON
 NS0212  PID         -  NS0212
 NS0212  STATE/COUNTY-  WY/FREMONT
 NS0212  USGS QUAD   -  ATLANTIC CITY (1975)
 NS0212
 NS0212                         *CURRENT SURVEY CONTROL
 NS0212  ___________________________________________________________________
 NS0212* NAD 83(1993)-  42 26 41.47700(N)    108 38 23.12192(W)     ADJUSTED  
 NS0212* NAVD 88     -      2268.9    (meters)    7444.     (feet)  VERTCON   
 NS0212  ___________________________________________________________________
 NS0212  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 NS0212  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 NS0212
 NS0212  HORZ ORDER  -  THIRD
 NS0212
 NS0212.The horizontal coordinates were established by classical geodetic methods
 NS0212.and adjusted by the National Geodetic Survey in January 1997..
 NS0212
 NS0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0212
 NS0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0212
 NS0212.The geoid height was determined by GEOID03.
 NS0212
 NS0212;                    North         East     Units Scale Factor Converg.
 NS0212;SPC WYWC     -   215,993.914   609,069.333   MT  0.99993851   +0 04 27.8
 NS0212;UTM  12      - 4,701,868.853   694,107.421   MT  1.00006359   +1 35 36.2
 NS0212
 NS0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0212!SPC WYWC     -   0.99964615  x   0.99993851  =   0.99958468
 NS0212!UTM  12      -   0.99964615  x   1.00006359  =   0.99970972
 NS0212
 NS0212:                Primary Azimuth Mark                     Grid Az
 NS0212:SPC WYWC     -  ROCK                                     124 07 03.7
 NS0212:UTM  12      -  ROCK                                     122 35 55.3
 NS0212
 NS0212|---------------------------------------------------------------------|
 NS0212| PID    Reference Object                     Distance      Geod. Az  |
 NS0212|                                                           dddmmss.s |
 NS0212| NS0209 ROCK                                APPROX. 3.3 KM 1241131.5 |
 NS0212|---------------------------------------------------------------------|
 NS0212
 NS0212                          SUPERSEDED SURVEY CONTROL
 NS0212
 NS0212  NAD 83(1986)-  42 26 41.46092(N)    108 38 23.12212(W) AD(       ) 3
 NS0212  NAD 27      -  42 26 41.62276(N)    108 38 20.73181(W) AD(       ) 3
 NS0212  NGVD 29 (07/19/86) 2267.7    (m)         7440.     (f) VERT ANG       
 NS0212
 NS0212.Superseded values are not recommended for survey control.
 NS0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0212.See file dsdata.txt to determine how the superseded data were derived.
 NS0212
 NS0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9410701869(NAD 83)
 NS0212_MARKER: DD = SURVEY DISK
 NS0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0212
 NS0212  HISTORY     - Date     Condition        Report By
 NS0212  HISTORY     - 1951     MONUMENTED       USGS
 NS0212
 NS0212                          STATION DESCRIPTION
 NS0212
 NS0212'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0212'STATION IS LOCATED ABOUT 4.0 MI. S. OF ATLANTIC CITY, WYOMING, 139
 NS0212'FT. S. OF THE ART FAULKNER RANCH RD. ON W. SIDE OF ROCK CREEK.
 NS0212'
 NS0212'TO REACH STATION FROM ATLANTIC CITY, WYOMING, TAKE ART FAULKNER RANCH
 NS0212'RD. FROM CARPENTER HOTEL FOR 0.7 MI. TO Y-RD. INTERSECTION.  TAKE
 NS0212'LEFT RD. FOR 3.2 MI. TO ANOTHER Y-INTERSECTION.  AGAIN TAKE LEFT RD.
 NS0212'AND GO FOR 3.0 MI. UNTIL RD. CROSSES OLD WINDING DITCH.  STATION IS
 NS0212'LOCATED 139 FT. S. OF RD. AND APPROX. 2 FT. HIGHER THAN RD.
 NS0212'TRIANGULATION STATION IS E. OF STATION MARK ABOUT 2 MI.
 NS0212'
 NS0212'STATION MARK - STANDARD  BRONZE TABLET SET IN TOP OF 3-IN IRON PIPE
 NS0212'AND EXTENDING 3 IN. ABOVE THE GROUND STAMPED ---WR-BATON 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0650 ***********************************************************************
 MP0650  DESIGNATION -  BATTLE
 MP0650  PID         -  MP0650
 MP0650  STATE/COUNTY-  WY/CARBON
 MP0650  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0650
 MP0650                         *CURRENT SURVEY CONTROL
 MP0650  ___________________________________________________________________
 MP0650* NAD 83(1993)-  41 01 54.04291(N)    107 16 54.98652(W)     ADJUSTED  
 MP0650* NAVD 88     -      2777.2    (meters)    9112.     (feet)  VERTCON   
 MP0650  ___________________________________________________________________
 MP0650  LAPLACE CORR-          11.66  (seconds)                    DEFLEC99
 MP0650  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 MP0650
 MP0650  HORZ ORDER  -  SECOND
 MP0650
 MP0650.The horizontal coordinates were established by classical geodetic methods
 MP0650.and adjusted by the National Geodetic Survey in January 1997..
 MP0650
 MP0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0650
 MP0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0650
 MP0650.The geoid height was determined by GEOID03.
 MP0650
 MP0650;                    North         East     Units Scale Factor Converg.
 MP0650;SPC WYEC     -   159,040.163   404,321.588   MT  0.99993773   +0 02 01.5
 MP0650;SPC CO N     -   494,886.280   764,552.354   MT  1.00004975   -1 09 04.9
 MP0650;SPC CO N     - 1,623,639.40  2,508,368.85   sFT  1.00004975   -1 09 04.9
 MP0650;UTM  13      - 4,544,782.175   308,170.107   MT  1.00005293   -1 29 54.6
 MP0650
 MP0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0650!SPC WYEC     -   0.99956655  x   0.99993773  =   0.99950430
 MP0650!SPC CO N     -   0.99956655  x   1.00004975  =   0.99961627
 MP0650!UTM  13      -   0.99956655  x   1.00005293  =   0.99961945
 MP0650
 MP0650|---------------------------------------------------------------------|
 MP0650| PID    Reference Object                     Distance      Geod. Az  |
 MP0650|                                                           dddmmss.s |
 MP0650| CP5328 BATTLE RM 1                           3.002 METERS 01156     |
 MP0650| CP5329 BATTLE RM 2                           5.048 METERS 14010     |
 MP0650| CP5327 BATTLE AZ MK                                       1972358.3 |
 MP0650|---------------------------------------------------------------------|
 MP0650
 MP0650                          SUPERSEDED SURVEY CONTROL
 MP0650
 MP0650  NAD 83(1993)-  41 01 54.03893(N)    107 16 54.98029(W) AD(       ) 2
 MP0650  NAD 83(1986)-  41 01 54.03748(N)    107 16 54.97838(W) AD(       ) 2
 MP0650  NAD 27      -  41 01 54.16400(N)    107 16 52.76700(W) AD(       ) 2
 MP0650  NGVD 29 (07/19/86) 2776.0    (m)         9108.     (f) VERT ANG       
 MP0650
 MP0650.Superseded values are not recommended for survey control.
 MP0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0650.See file dsdata.txt to determine how the superseded data were derived.
 MP0650
 MP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF0817044782(NAD 83)
 MP0650_MARKER: DS = TRIANGULATION STATION DISK
 MP0650_SETTING: 66 = SET IN ROCK OUTCROP
 MP0650
 MP0650  HISTORY     - Date     Condition        Report By
 MP0650  HISTORY     - 1937     MONUMENTED       CGS
 MP0650  HISTORY     - 1949     GOOD             CGS
 MP0650
 MP0650                          STATION DESCRIPTION
 MP0650
 MP0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0650'STATION IS ON THE HIGHEST PART OF BATTLE MESA, ABOUT 2 MILES
 MP0650'N OF THE COLORADO-WYOMING STATE LINE, ABOUT 5 MILES NE OF
 MP0650'SLATER, AND 20 MILES E OF DIXON, ABOUT 3 MILES NW OF SADDLE
 MP0650'POCKET RANCH.  AND THE MESA IS THE MOST PROMINENT AND RUGGED
 MP0650'FLAT-TOPPED MOUNTAIN IN THE VICINITY.
 MP0650'
 MP0650'STATION MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 MP0650'OUTCROPPING BEDROCK, AND SURROUNDED BY A TRIANGLE CHISELED
 MP0650'IN THE ROCK.  IT IS ONTHE HIGHEST POINT OF THE MESA ON THE
 MP0650'TOP OF THE HIGHEST CENTRAL ROUNDED KNOLL.  THE TOP OF AN
 MP0650'ASPEN-FILLED DRAW LIES TO THE S OF THE STATION, AND A CRESCENT
 MP0650'SHAPED RIDGE LEADS AROUND ITS W END TO THE SOUTHERLY TRAIL
 MP0650'DOWN TOWARD SADDLE POCKET RANCH.
 MP0650'
 MP0650'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 MP0650'BOULDERS.  REFERENCE MARK NO. 1 LIES N OF THE STATION 3.000
 MP0650'METERS AND IS APPROXIMATELY THE SAME ELEVATION.  REFERENCE
 MP0650'MARK NO. 2 LIES SE OF THE STATION 5.056 METERS AND IS
 MP0650'APPROXIMATELY 1/2 FOOT HIGHER.
 MP0650'
 MP0650'THE AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE
 MP0650'IN OUTCROPPING BEDROCK.  IT LIES APPROXIMATELY 1/3 MILE S
 MP0650'BY W FROM THE STATION, ON THE N SLOPE OF RIDGE THAT SLOPES
 MP0650'INTO AN ASPEN-FILLED DRAW TO THE S AND E OF THE STATION.
 MP0650'IT IS SET IN BEDROCK OUTCROP JUST UPHILL FROM THE TRAIL CROSSING
 MP0650'THE E AND N SLOPE OF THE RIDGE.
 MP0650'
 MP0650'TO REACH STATION FROM DIXON, WYOMING, GO E ALONG THE
 MP0650'MAIN-TRAVELED ROAD ALONG SNAKE RIVER VALLEY THROUGH SLATER
 MP0650'AND SAVERY TO SADDLE POCKET RANCH A TOTAL DISTANCE OF 18.2
 MP0650'MILES.  SADDLE POCKET RANCH LIES AT THE RIGHT SIDE OF THE ROAD.
 MP0650'FROM THE RANCH, THE MOUNTAIN LIES ABOUT 3 MILES NW AND IS
 MP0650'ABOUT 2100 FEET HIGHER.  HORSES AND INSTRUCTIONS AS TO THE
 MP0650'BEST TRAIL UP THE STEEP SLOPES CAN BE OBTAINED AT THE RANCH,
 MP0650'AND IF DESIRED, A GUIDE, BUT THIS SHOULD NOT BE NECESSARY
 MP0650'DURING THE DAYTIME.
 MP0650
 MP0650                          STATION RECOVERY (1949)
 MP0650
 MP0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0650'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND
 MP0650'AS DESCRIBED WITH THE EXCEPTION OF 5 MINUTES IN DIRECTION OF
 MP0650'REFERENCE MARK NO. 1.  BELOW IS THE CORRECT DIRECTION.
 MP0650'
 MP0650'THE STATION IS LOCATED ABOUT 5.0 MILES AIRLINE NORTHEAST
 MP0650'OF SLATER AND ABOUT 2.0 MILES AIRLINE NORTH OF THE COLORADO-WYOMING
 MP0650'STATE LINE ON THE HIGHEST POINT OF BATTLE MESA, A FLAT-TOPPED
 MP0650'AND PROMINENT MESA.  THE STATION MARK
 MP0650'PROJECTS 10 INCHES, IS SET ON HIGHEST POINT OF A ROCKY KNOLL
 MP0650'AND IS STAMPED, BATTLE 1937.
 MP0650'
 MP0650'REFERENCE MARK NO. 1 PROJECTS 18 INCHES, IS THE SAME ELEVATION
 MP0650'AS THE STATION MARK AND IS STAMPED, BATTLE 1937 NO 1.
 MP0650'
 MP0650'REFERENCE MARK NO. 2 PROJECTS 2 FEET, IS THE SAME ELEVATION
 MP0650'AS THE STATION MARK AND IS STAMPED, BATTLE 1937 NO 2.
 MP0650'
 MP0650'THE AZIMUTH MARK PROJECTS 2 INCHES, IS SET ON THE NORTH SLOPE
 MP0650'OF A RIDGE 200 FEET NORTH OF THE SOUTH RIM OF MESA AND A SMALL
 MP0650'GROVE OF ASPEN TREES.  IT IS STAMPED, BATTLE 1937.
 MP0650'
 MP0650'TO REACH THE STATION FROM SLATER.  GO EASTERLY ON MAIN ROAD
 MP0650'8.5 MILES TO THE SADDLE POCKET RANCH ON RIGHT. INQUIRY SHOULD
 MP0650'ME MADE HERE AS TO THE BEST ROUTE TO STATION WHICH IS ABOUT
 MP0650'3.0 MILES NORTHWEST.  HORSES ARE AVAILABLE AT THIS RANCH
 MP0650'AND IT IS A 2-1/2 HOUR HORSE PACK FROM RANCH TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0534 ***********************************************************************
 PW0534  DESIGNATION -  BATTLE
 PW0534  PID         -  PW0534
 PW0534  STATE/COUNTY-  WY/BIG HORN
 PW0534  USGS QUAD   -  BUSH BUTTE (1960)
 PW0534
 PW0534                         *CURRENT SURVEY CONTROL
 PW0534  ___________________________________________________________________
 PW0534* NAD 83(1993)-  44 29 06.93193(N)    107 31 26.15809(W)     ADJUSTED  
 PW0534* NAVD 88     -      2671.2    (meters)    8764.     (feet)  VERTCON   
 PW0534  ___________________________________________________________________
 PW0534  LAPLACE CORR-          18.74  (seconds)                    DEFLEC99
 PW0534  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PW0534
 PW0534  HORZ ORDER  -  SECOND
 PW0534
 PW0534.The horizontal coordinates were established by classical geodetic methods
 PW0534.and adjusted by the National Geodetic Survey in January 1997..
 PW0534
 PW0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0534
 PW0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0534
 PW0534.The geoid height was determined by GEOID03.
 PW0534
 PW0534;                    North         East     Units Scale Factor Converg.
 PW0534;SPC WYEC     -   542,684.121   384,838.836   MT  0.99994033   -0 08 00.8
 PW0534;UTM  13      - 4,928,870.337   299,301.211   MT  1.00009538   -1 46 09.0
 PW0534
 PW0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0534!SPC WYEC     -   0.99958272  x   0.99994033  =   0.99952308
 PW0534!UTM  13      -   0.99958272  x   1.00009538  =   0.99967806
 PW0534
 PW0534|---------------------------------------------------------------------|
 PW0534| PID    Reference Object                     Distance      Geod. Az  |
 PW0534|                                                           dddmmss.s |
 PW0534| CQ5005 BATTLE RM 2                          13.133 METERS 10340     |
 PW0534| CQ5003 BATTLE AZ MK                                       3134406.2 |
 PW0534| CQ5004 BATTLE RM 1                          19.347 METERS 33034     |
 PW0534|---------------------------------------------------------------------|
 PW0534
 PW0534                          SUPERSEDED SURVEY CONTROL
 PW0534
 PW0534  NAD 83(1986)-  44 29 06.91793(N)    107 31 26.14648(W) AD(       ) 2
 PW0534  NAD 27      -  44 29 07.05630(N)    107 31 23.84860(W) AD(       ) 2
 PW0534  NGVD 29 (07/19/86) 2670.2    (m)         8760.     (f) VERT ANG       
 PW0534
 PW0534.Superseded values are not recommended for survey control.
 PW0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0534.See file dsdata.txt to determine how the superseded data were derived.
 PW0534
 PW0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK9930128870(NAD 83)
 PW0534_MARKER: DS = TRIANGULATION STATION DISK
 PW0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0534
 PW0534  HISTORY     - Date     Condition        Report By
 PW0534  HISTORY     - 1957     MONUMENTED       CGS
 PW0534
 PW0534                          STATION DESCRIPTION
 PW0534
 PW0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0534'STATION IS ON A BARE SUMMIT THAT DROPS SHARPLY TO BATTLE CREEK
 PW0534'TO THE EAST AND TO THE MAIN FORK OF TRAPPER CREEK TO THE SOUTH,
 PW0534'ABOUT 17 MILES NORTH-NORTHEAST OF HYATTVILLE, 13 MILES
 PW0534'EAST-SOUTHEAST OF SHELL, 4 MILES SOUTH OF THE SHELL RANGER
 PW0534'STATION AND ABOUT 2-1/2 MILES WEST OF WHITE BOTTOM SPRINGS.
 PW0534'
 PW0534'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY 14
 PW0534'(BURGESS JUNCTION) BY GOING SOUTH ON U.S. HIGHWAY 14, TOWARD
 PW0534'GREYBULL, FOR 16.0 MILES TO THE JUNCTION OF A GRADED ROAD LEFT,
 PW0534'LEADING TO THE SHELL RANGER STATION, BEAR LEFT AND FOLLOW THE
 PW0534'GRADED ROAD, EASTERLY, FOR 2.45 MILES TO THE SHELL RANGER
 PW0534'STATION, ON THE LEFT, KEEP STRAIGHT AHEAD, ON THE GRADED ROAD,
 PW0534'FOR 0.15 MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE FOR
 PW0534'1.4 MILES TO A FORK AND SIGN RANGER CREEK RANCH 1/2, KEEP THE
 PW0534'RIGHT FORK AND GO 1.1 MILE TO THE TOP OF A GRADE AND SIDE ROAD
 PW0534'RIGHT, KEEP STRAIGHT AHEAD, ON THE MAIN ROAD, SOUTHERLY, FOR
 PW0534'0.95 MILE TO A FORK, KEEP THE RIGHT FORK, MAIN ROAD, PASSING
 PW0534'CORRALS AND BUILDINGS AND GO 0.5 MILE TO A GATE, PASS THROUGH
 PW0534'THE GATE AND CONTINUE FOR 0.4 MILE TO A FORK, KEEP THE RIGHT
 PW0534'FORK AND GO 0.7 MILE TO WHERE THE ROAD PASSES UNDER A
 PW0534'TELEPHONE LINE, KEEP STRAIGHT AHEAD, ON THE MAIN ROAD,
 PW0534'FOR 0.6 MILE TO A FORK, KEEP THE LEFT FORK, LEAVING THE MAIN
 PW0534'ROAD AND CONTINUE FOR 0.05 MILE TO A FORK, KEEP THE LEFT
 PW0534'FORK AND GO 0.1 MILE TO A FORK AND THE AZIMUTH MARK, ON THE
 PW0534'RIGHT, KEEP THE LEFT FORK, STRAIGHT AHEAD, FOR 0.05 MILE TO
 PW0534'A FORK, KEEP THE LEFT FORK AND CONTINUE FOR 0.3 MILE,
 PW0534'BEAR RIGHT, LEAVING THE ROAD AND GO ACROSS COUNTRY SOUTHERLY,
 PW0534'FOR 0.15 MILE TO THE HIGHEST POINT OF THE SUMMIT AND STATION.
 PW0534'
 PW0534'STATION MARKS ARE STANDARD DISKS, STAMPED BATTLE 1957.  THE
 PW0534'SURFACE MARK IS SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE
 PW0534'POST WHICH PROJECTS 4 INCHES.  A 4 IN X 4 IN WHITE WITNESS POST
 PW0534'WAS SET 3 FEET WEST OF THE MARK.  THE UNDERGROUND MARK IS SET
 PW0534'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 PW0534'SURFACE.
 PW0534'
 PW0534'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BATTLE NO 1 1957,
 PW0534'SET IN THE TOP OF OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES.
 PW0534'
 PW0534'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BATTLE NO 2 1957,
 PW0534'SET IN THE TOP OF OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 PW0534'GROUND.
 PW0534'
 PW0534'AZIMUTH MARK IS A STANDARD DISK, STAMPED BATTLE 1957, SET IN THE
 PW0534'TOP OF A 12-INCH SQUARE, CONCRETE POST WHICH PROJECTS 6 INCHES.
 PW0534'IT IS 43 FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD FORKS, 9
 PW0534'FEET EAST OF A TRACK ROAD AND 18 FEET WEST OF A TRACK ROAD.  A 4
 PW0534'IN X 4 IN WHITE WITNESS POST WAS SET 1.5 FEET NORTHWEST OF THE
 PW0534'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1203 ***********************************************************************
 MO1203  DESIGNATION -  BAYOMO
 MO1203  PID         -  MO1203
 MO1203  STATE/COUNTY-  WY/LARAMIE
 MO1203  USGS QUAD   -  FEDERAL (1978)
 MO1203
 MO1203                         *CURRENT SURVEY CONTROL
 MO1203  ___________________________________________________________________
 MO1203* NAD 83(1993)-  41 15 39.17697(N)    105 03 32.55059(W)     ADJUSTED  
 MO1203* NAVD 88     -      2092.30   (+/-2cm)    6864.5    (feet)  VERTCON   
 MO1203  ___________________________________________________________________
 MO1203  LAPLACE CORR-         -15.07  (seconds)                    DEFLEC99
 MO1203  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MO1203
 MO1203  HORZ ORDER  -  THIRD
 MO1203  VERT ORDER  -  THIRD ? (See Below)
 MO1203
 MO1203.The horizontal coordinates were established by classical geodetic methods
 MO1203.and adjusted by the National Geodetic Survey in January 1997..
 MO1203
 MO1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1203.The vertical order pertains to the NGVD 29 superseded value.
 MO1203
 MO1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1203
 MO1203.The geoid height was determined by GEOID03.
 MO1203
 MO1203;                    North         East     Units Scale Factor Converg.
 MO1203;SPC WY E     -    84,497.523   209,018.675   MT  0.99993850   +0 04 15.5
 MO1203;UTM  13      - 4,567,719.832   495,054.122   MT  0.99960030   -0 02 20.2
 MO1203
 MO1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1203!SPC WY E     -   0.99967420  x   0.99993850  =   0.99961272
 MO1203!UTM  13      -   0.99967420  x   0.99960030  =   0.99927463
 MO1203
 MO1203:                Primary Azimuth Mark                     Grid Az
 MO1203:SPC WY E     -  CHEYENNE WEST BASE                       022 00 17.6
 MO1203:UTM  13      -  CHEYENNE WEST BASE                       022 06 53.3
 MO1203
 MO1203|---------------------------------------------------------------------|
 MO1203| PID    Reference Object                     Distance      Geod. Az  |
 MO1203|                                                           dddmmss.s |
 MO1203| MO1202 CHEYENNE WEST BASE                  APPROX. 4.6 KM 0220433.1 |
 MO1203|---------------------------------------------------------------------|
 MO1203
 MO1203                          SUPERSEDED SURVEY CONTROL
 MO1203
 MO1203  NAD 83(1986)-  41 15 39.16072(N)    105 03 32.54785(W) AD(       ) 3
 MO1203  NAD 27      -  41 15 39.23488(N)    105 03 30.64085(W) AD(       ) 3
 MO1203  NGVD 29 (07/19/86) 2091.20   (m)         6860.9    (f) LEVELING    3  
 MO1203
 MO1203.Superseded values are not recommended for survey control.
 MO1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1203.See file dsdata.txt to determine how the superseded data were derived.
 MO1203
 MO1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9505467720(NAD 83)
 MO1203_MARKER: DD = SURVEY DISK
 MO1203_SETTING: 0 = UNSPECIFIED SETTING
 MO1203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1203
 MO1203  HISTORY     - Date     Condition        Report By
 MO1203  HISTORY     - 1947     MONUMENTED       USGS
 MO1203  HISTORY     - 1961     GOOD             USGS
 MO1203
 MO1203                          STATION DESCRIPTION
 MO1203
 MO1203'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1203'STATION IS LOCATED NEAR THE NE. CORNER OF SEC. 24, T 15 N, R 69 W.
 MO1203
 MO1203                          STATION RECOVERY (1961)
 MO1203
 MO1203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (GMP)
 MO1203'RECOVERED AND REDESCRIBED AS FOLLOWS
 MO1203'
 MO1203'TO REACH FROM THE STATE CAPITOL IN CHEYENNE, WYOMING, GO NW. 0.4 MI.
 MO1203'ALONG CENTRAL AVE. TO THE JUNCTION OF PERSHING BOULEVARD, TURN LEFT
 MO1203'(W.) AND CONTINUE 0.8 MI. ALONG PERSHING BOULEVARD TO INTERSTATE
 MO1203'HIGHWAY 25, TURN RIGHT (N.) AND PROCEED ALONG HIGHWAY 25 5.4 MI. TO
 MO1203'THE JUNCTION OF THE IRON MOUNTAIN ROAD (STATE SECONDARY HIGHWAY 1100),
 MO1203'CONTINUE W. AND NW. ALONG THE IRON MOUNTAIN ROAD 13.3 MI. TO A CURVE
 MO1203'IN RD. AND TRACK RD. N., TURN LEFT (S.) AND GO THROUGH GATE, CONTINUE
 MO1203'S. 411 FT. ALONG A FENCE LINE TO TOP OF RIDGE AND STATION.
 MO1203'
 MO1203'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED
 MO1203'---BAYOMO 1947---.
 MO1203'
 MO1203'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---BAYOMO NO.
 MO1203'1---, SET IN CONCRETE POST, 61.70 FT. N. OF STATION.
 MO1203'
 MO1203'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---BAYOMO NO.
 MO1203'2---, SET IN CONCRETE POST, 58.83 FT. E. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0394 ***********************************************************************
 OW0394  DESIGNATION -  BC 1
 OW0394  PID         -  OW0394
 OW0394  STATE/COUNTY-  WY/FREMONT
 OW0394  USGS QUAD   -  CROWHEART NW (1993)
 OW0394
 OW0394                         *CURRENT SURVEY CONTROL
 OW0394  ___________________________________________________________________
 OW0394* NAD 83(1993)-  43 22 40.81239(N)    109 12 57.65606(W)     ADJUSTED  
 OW0394* NAVD 88     -      1997.4    (meters)    6553.     (feet)  VERTCON   
 OW0394  ___________________________________________________________________
 OW0394  LAPLACE CORR-         -13.24  (seconds)                    DEFLEC99
 OW0394  GEOID HEIGHT-          -9.68  (meters)                     GEOID03
 OW0394
 OW0394  HORZ ORDER  -  THIRD
 OW0394
 OW0394.The horizontal coordinates were established by classical geodetic methods
 OW0394.and adjusted by the National Geodetic Survey in January 1997..
 OW0394
 OW0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0394
 OW0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0394
 OW0394.The geoid height was determined by GEOID03.
 OW0394
 OW0394;                    North         East     Units Scale Factor Converg.
 OW0394;SPC WYWC     -   319,751.460   562,236.745   MT  0.99995504   -0 19 12.2
 OW0394;UTM  12      - 4,804,338.309   644,516.442   MT  0.99985691   +1 13 31.7
 OW0394
 OW0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0394!SPC WYWC     -   0.99968839  x   0.99995504  =   0.99964345
 OW0394!UTM  12      -   0.99968839  x   0.99985691  =   0.99954535
 OW0394
 OW0394:                Primary Azimuth Mark                     Grid Az
 OW0394:SPC WYWC     -  MORAINE                                  272 13 16.0
 OW0394:UTM  12      -  MORAINE                                  270 40 32.1
 OW0394
 OW0394|---------------------------------------------------------------------|
 OW0394| PID    Reference Object                     Distance      Geod. Az  |
 OW0394|                                                           dddmmss.s |
 OW0394| OW0427 MORAINE                             APPROX. 9.7 KM 2715403.8 |
 OW0394|---------------------------------------------------------------------|
 OW0394
 OW0394                          SUPERSEDED SURVEY CONTROL
 OW0394
 OW0394  NAD 83(1986)-  43 22 40.79865(N)    109 12 57.64543(W) AD(       ) 3
 OW0394  NGVD 29 (11/06/89) 1996.3    (m)         6550.     (f) VERT ANG       
 OW0394
 OW0394.Superseded values are not recommended for survey control.
 OW0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0394.See file dsdata.txt to determine how the superseded data were derived.
 OW0394
 OW0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP4451604338(NAD 83)
 OW0394_MARKER: DD = SURVEY DISK
 OW0394_SETTING: 0 = UNSPECIFIED SETTING
 OW0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0394
 OW0394  HISTORY     - Date     Condition        Report By
 OW0394  HISTORY     - 1948     MONUMENTED       USGS
 OW0394
 OW0394                          STATION DESCRIPTION
 OW0394
 OW0394'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0394'LOCATED ON PROMINENT POINT ABOVE SANDSTONE BLUFFS ABOUT 1 MI. N. OF
 OW0394'WIND RIVER AND 0.5 MI. S. OF LARGE (AND ONLY) SAND DOME.  IN NW. PART
 OW0394'OF WASHAKIE INDIAN RESERVATION IN SE. 1/4 SEC. 27, T 5 N, R 4 W.
 OW0394'
 OW0394'TO REACH FROM JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY 287 NEAR
 OW0394'DIVERSION DAM, TAKE U.S. HIGHWAY 287 IN A NW. DIRECTION 15.0 MI. TO
 OW0394'RD. LEADING OFF TO RIGHT.  THE FENCE RAILINGS NEAR THE GATE ARE
 OW0394'PAINTED RED, WHITE, AND BLUE WITH SIGNS --TO WIND RIVER, CROW CREEK,
 OW0394'AND BLACK MTN. AREA--.  LEAVE HIGHWAY AND GO NE. ALONG A GOOD DIRT RD.
 OW0394'FOR 3.0 MI. TO STEEL BRIDGE ACROSS THE WIND RIVER.  CROSS BRIDGE AND
 OW0394'GO UP GRADE 0.2 MI. TO RD. INTERSECTION.  TURN LEFT AND GO NW. 0.2 MI.
 OW0394'UP VERY STEEP HILL THEN KEEP LEFT AT FORK AT TOP.  TRAVEL ALMOST DUE
 OW0394'N. 0.5 MI. TO RD. FORK THEN KEEP RIGHT AND GO 0.4 MI. N. TO ANOTHER
 OW0394'FORK.  TURN LEFT AND GO NW. 0.6 MI. TO CONNECTING RD.  KEEP STRAIGHT
 OW0394'AHEAD 0.4 MI. TO WHERE RD. TURNS SHARPLY IN A SOUTHERLY DIRECTION.
 OW0394'LEAVE RD. AND GO CROSS COUNTRY IN DIRECTION SLIGHTLY N. OF W. TOWARD
 OW0394'HIGHEST VISIBLE POINT.  GO ABOUT 0.3 MI. TO HIGHEST POINT ATTAINABLE
 OW0394'IN CAR BELOW VERTICAL CLIFFS.  WALK W. ABOUT 200 YDS. UP TO TOP OF
 OW0394'HIGHEST POINT AND STATION.  A JEEP CAN GET NEARLY TO STATION BY
 OW0394'SKIRTING BLUFFS AND GOING UP NE. SIDE OF HILL.
 OW0394'
 OW0394'STATION MARK--BRASS TABLET STAMPED---BMBC-1 1948 VABM 6550--- AND
 OW0394'SET IN GROUND ROCK AT GROUND LEVEL.
 OW0394'
 OW0394'REFERENCE MARKS--COPPER NAIL AND WASHER SET IN OUTCROPPING ROCK.
 OW0394'
 OW0394'REFERENCE MARK NO. 1--AT 28.9 FT., N 29 DEGREES
 OW0394'39 MINUTES, NE.
 OW0394'
 OW0394'REFERENCE MARK NO. 2--AT 14.8 FT., N 56 DEGREES
 OW0394'37 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0550 ***********************************************************************
 NQ0550  DESIGNATION -  BCGG 1
 NQ0550  PID         -  NQ0550
 NQ0550  STATE/COUNTY-  WY/PLATTE
 NQ0550  USGS QUAD   -  CEDAR HILL (1949)
 NQ0550
 NQ0550                         *CURRENT SURVEY CONTROL
 NQ0550  ___________________________________________________________________
 NQ0550* NAD 83(1993)-  42 30 22.56893(N)    105 11 42.21505(W)     ADJUSTED  
 NQ0550* NAVD 88     -      1628.     (meters)    5341.     (feet)  VERTCON   
 NQ0550  ___________________________________________________________________
 NQ0550  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 NQ0550  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 NQ0550
 NQ0550  HORZ ORDER  -  THIRD
 NQ0550
 NQ0550.The horizontal coordinates were established by classical geodetic methods
 NQ0550.and adjusted by the National Geodetic Survey in January 1997..
 NQ0550
 NQ0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0550
 NQ0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0550
 NQ0550.The geoid height was determined by GEOID03.
 NQ0550
 NQ0550;                    North         East     Units Scale Factor Converg.
 NQ0550;SPC WY E     -   222,810.059   197,666.497   MT  0.99993757   -0 01 09.1
 NQ0550;UTM  13      - 4,706,007.629   483,974.294   MT  0.99960316   -0 07 54.5
 NQ0550
 NQ0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0550!SPC WY E     -   0.99974691  x   0.99993757  =   0.99968449
 NQ0550!UTM  13      -   0.99974691  x   0.99960316  =   0.99935017
 NQ0550
 NQ0550:                Primary Azimuth Mark                     Grid Az
 NQ0550:SPC WY E     -  GWM 96                                   166 00 57.5
 NQ0550:UTM  13      -  GWM 96                                   166 07 42.9
 NQ0550
 NQ0550|---------------------------------------------------------------------|
 NQ0550| PID    Reference Object                     Distance      Geod. Az  |
 NQ0550|                                                           dddmmss.s |
 NQ0550| NQ0604 GWM 96                              APPROX. 1.6 KM 1655948.4 |
 NQ0550|---------------------------------------------------------------------|
 NQ0550
 NQ0550                          SUPERSEDED SURVEY CONTROL
 NQ0550
 NQ0550  NAD 83(1986)-  42 30 22.54848(N)    105 11 42.20471(W) AD(       ) 3
 NQ0550  NAD 27      -  42 30 22.66021(N)    105 11 40.28403(W) AD(       ) 3
 NQ0550  NGVD 29 (07/19/86) 1627.     (m)         5338.     (f) VERT ANG       
 NQ0550
 NQ0550.Superseded values are not recommended for survey control.
 NQ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0550.See file dsdata.txt to determine how the superseded data were derived.
 NQ0550
 NQ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8397406008(NAD 83)
 NQ0550_MARKER: DD = SURVEY DISK
 NQ0550_SETTING: 0 = UNSPECIFIED SETTING
 NQ0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0550
 NQ0550  HISTORY     - Date     Condition        Report By
 NQ0550  HISTORY     - 1948     MONUMENTED       USGS
 NQ0550
 NQ0550                          STATION DESCRIPTION
 NQ0550
 NQ0550'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0550'LOCATED ON SMALL KNOLL ABOUT MIDWAY BETWEEN S. TOP OF RIDGE AND N.
 NQ0550'TIP.  ABOUT 8.50 MI. W. OF GLENDO.  LOCATED AT THE N. EDGE SEC. 12,
 NQ0550'T 29 N, R 70 W.
 NQ0550'
 NQ0550'TO REACH FROM GLENDO, AT T-RD. W. AND N. END OF OVERPASS AT THE S. END
 NQ0550'OF GLENDO, GO W. 0.05 MI. CROSSING RAILROAD TRACKS, THENCE S. 0.05
 NQ0550'MI., THENCE IN A WESTERLY DIRECTION TO END OF RD. W. AT RD. S.  AT
 NQ0550'THIS POINT, LEAVE MAIN RD., GO W. ACROSS CATTLEGUARD, THENCE NW. PAST
 NQ0550'STANDARD OIL CO. PUMPHOUSE 0.30 MI. TO GATE IN N-S. FENCE, GO THRU
 NQ0550'GATE AND CONTINUE W. 0.60 MI., THENCE N. 0.25 MI.  STATION IS 80.0
 NQ0550'FT. E. OF CENTER OF RD. ON SMALL KNOLL.
 NQ0550'
 NQ0550'STATION MARK--STANDARD TABLET STAMPED ---BCGG-1 1948--- SET IN
 NQ0550'CONCRETE POST.
 NQ0550'
 NQ0550'REFERENCE MARK NO. 1--1/2 IN. IRON PIPE EXTENDING 6 IN. ABOVE GROUND,
 NQ0550'BEING, N 78 DEG 59 MIN W, 48.00 FT.
 NQ0550'FROM STATION MARK.
 NQ0550'
 NQ0550'REFERENCE MARK NO. 2--1/2 IN. IRON PIPE EXTENDING 6 IN. ABOVE GROUND,
 NQ0550'BEING, N 03 DEG 16 MIN E, 54.45 FT.
 NQ0550'FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0365 ***********************************************************************
 PX0365  DESIGNATION -  BEACH
 PX0365  PID         -  PX0365
 PX0365  STATE/COUNTY-  WY/PARK
 PX0365  USGS QUAD   -  Y U BENCH NW (1951)
 PX0365
 PX0365                         *CURRENT SURVEY CONTROL
 PX0365  ___________________________________________________________________
 PX0365* NAD 83(1993)-  44 26 26.68293(N)    108 39 15.89830(W)     ADJUSTED  
 PX0365* NAVD 88     -      1589.6    (meters)    5215.     (feet)  VERTCON   
 PX0365  ___________________________________________________________________
 PX0365  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 PX0365  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 PX0365
 PX0365  HORZ ORDER  -  THIRD
 PX0365
 PX0365.The horizontal coordinates were established by classical geodetic methods
 PX0365.and adjusted by the National Geodetic Survey in January 1997..
 PX0365
 PX0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0365
 PX0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0365
 PX0365.The geoid height was determined by GEOID03.
 PX0365
 PX0365;                    North         East     Units Scale Factor Converg.
 PX0365;SPC WYWC     -   437,724.794   607,608.958   MT  0.99993821   +0 04 00.9
 PX0365;SPC WYEC     -   538,569.320   294,834.879   MT  1.00007346   -0 55 30.2
 PX0365;UTM  12      - 4,923,503.265   686,658.490   MT  1.00002849   +1 38 34.0
 PX0365
 PX0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0365!SPC WYWC     -   0.99975287  x   0.99993821  =   0.99969109
 PX0365!SPC WYEC     -   0.99975287  x   1.00007346  =   0.99982631
 PX0365!UTM  12      -   0.99975287  x   1.00002849  =   0.99978135
 PX0365
 PX0365:                Primary Azimuth Mark                     Grid Az
 PX0365:SPC WYWC     -  THAYER                                   091 11 46.3
 PX0365:SPC WYEC     -  THAYER                                   092 11 17.4
 PX0365:UTM  12      -  THAYER                                   089 37 13.2
 PX0365
 PX0365|---------------------------------------------------------------------|
 PX0365| PID    Reference Object                     Distance      Geod. Az  |
 PX0365|                                                           dddmmss.s |
 PX0365| PX0362 THAYER                              APPROX. 7.8 KM 0911547.2 |
 PX0365|---------------------------------------------------------------------|
 PX0365
 PX0365                          SUPERSEDED SURVEY CONTROL
 PX0365
 PX0365  NAD 83(1986)-  44 26 26.67280(N)    108 39 15.89106(W) AD(       ) 3
 PX0365  NAD 27      -  44 26 26.83301(N)    108 39 13.44153(W) AD(       ) 3
 PX0365  NGVD 29 (07/19/86) 1588.6    (m)         5212.     (f) VERT ANG       
 PX0365
 PX0365.Superseded values are not recommended for survey control.
 PX0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0365.See file dsdata.txt to determine how the superseded data were derived.
 PX0365
 PX0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8665823503(NAD 83)
 PX0365_MARKER: DD = SURVEY DISK
 PX0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0365_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PX0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0365+STABILITY: SURFACE MOTION
 PX0365
 PX0365  HISTORY     - Date     Condition        Report By
 PX0365  HISTORY     - 1948     MONUMENTED       USGS
 PX0365
 PX0365                          STATION DESCRIPTION
 PX0365
 PX0365'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0365'STATION LOCATED IN NW. 1/4 SEC.33 T.52 N., R.98 W., ABOUT 22 MI. E. OF
 PX0365'CODY, WYOMING ON NOSE OF LARGE MESA KNOWN AS MEETEETSE RIM.
 PX0365'
 PX0365'TO REACH FROM CODY POST OFFICE, FOLLOW U.S. HIGHWAY 20 EASTERLY TOWARD
 PX0365'GREYBULL, 23.9 MI. TO TRAIL RD. S. NEAR BRIDGE OVER DRY CREEK AND
 PX0365'SOUTHWESTERLY ABOUT 1.5 MI.ALONG DIM TRAIL RD. TO TOP OF MESA.
 PX0365'STATION LIES ABOUT 2000 FT. NW. ON TIP OF LONG NARROW NOSE EXTENDING
 PX0365'NW. FROM MESA
 PX0365'
 PX0365'STATION MARK - STANDARD STATION TABLET SET IN A 6X6 IN. CONCRETE POST
 PX0365'PROJECTING 6 IN. ABOVE GROUND AND STAMPED ---BEACH 1948 5211---.
 PX0365'
 PX0365'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET SET IN A 6X6 IN.
 PX0365'CONCRETE POST PROJECTING 6 IN. ABOVE GROUND,STAMPED ---BEACH 1948
 PX0365'NO.1--- DISTANT 20.95 FT. FROM STATION, S 68 DEG 55 MIN W.
 PX0365'
 PX0365'REFERENCE MARK NO.2 - A 1 1/2 IN. PIPE PROJECTING 6 IN. ABOVE GROUND
 PX0365'WITH TAG STAMPED ---BEACH--- 3.25 FT. FROM STATION, N 00 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1230 ***********************************************************************
 MO1230  DESIGNATION -  BEACON
 MO1230  PID         -  MO1230
 MO1230  STATE/COUNTY-  WY/ALBANY
 MO1230  USGS QUAD   -  DALE CREEK (1987)
 MO1230
 MO1230                         *CURRENT SURVEY CONTROL
 MO1230  ___________________________________________________________________
 MO1230* NAD 83(1993)-  41 03 15.80882(N)    105 28 11.51918(W)     ADJUSTED  
 MO1230* NAVD 88     -      2471.9    (meters)    8110.     (feet)  VERTCON   
 MO1230  ___________________________________________________________________
 MO1230  LAPLACE CORR-          -9.14  (seconds)                    DEFLEC99
 MO1230  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 MO1230
 MO1230  HORZ ORDER  -  THIRD
 MO1230
 MO1230.The horizontal coordinates were established by classical geodetic methods
 MO1230.and adjusted by the National Geodetic Survey in January 1997..
 MO1230
 MO1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1230
 MO1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1230
 MO1230.The geoid height was determined by GEOID03.
 MO1230
 MO1230;                    North         East     Units Scale Factor Converg.
 MO1230;SPC WY E     -    61,605.383   174,512.790   MT  0.99994549   -0 11 56.9
 MO1230;SPC CO N     -   495,903.522   916,935.176   MT  1.00005524   +0 01 10.1
 MO1230;SPC CO N     - 1,626,976.81  3,008,311.49   sFT  1.00005524   +0 01 10.1
 MO1230;UTM  13      - 4,544,901.377   460,515.954   MT  0.99961919   -0 18 31.0
 MO1230
 MO1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1230!SPC WY E     -   0.99961428  x   0.99994549  =   0.99955980
 MO1230!SPC CO N     -   0.99961428  x   1.00005524  =   0.99966950
 MO1230!UTM  13      -   0.99961428  x   0.99961919  =   0.99923362
 MO1230
 MO1230|---------------------------------------------------------------------|
 MO1230| PID    Reference Object                     Distance      Geod. Az  |
 MO1230|                                                           dddmmss.s |
 MO1230| CP9595 BEACON RM 1                           8.537 METERS 18516     |
 MO1230| CP9594 BEACON AZ MK                                       2391902.4 |
 MO1230| MO1229 PORTLAND KANSAS CITY AWY BCN 9      APPROX. 0.6 KM 2395832.8 |
 MO1230| CP9596 BEACON RM 2                          18.086 METERS 34344     |
 MO1230|---------------------------------------------------------------------|
 MO1230
 MO1230                          SUPERSEDED SURVEY CONTROL
 MO1230
 MO1230  NAD 83(1993)-  41 03 15.79888(N)    105 28 11.52214(W) AD(       ) 3
 MO1230  NAD 83(1986)-  41 03 15.79788(N)    105 28 11.52111(W) AD(       ) 3
 MO1230  NAD 27      -  41 03 15.86400(N)    105 28 09.57300(W) AD(       ) 3
 MO1230  NGVD 29 (07/19/86) 2470.8    (m)         8106.     (f) VERT ANG       
 MO1230
 MO1230.Superseded values are not recommended for survey control.
 MO1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1230.See file dsdata.txt to determine how the superseded data were derived.
 MO1230
 MO1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6051644901(NAD 83)
 MO1230_MARKER: DS = TRIANGULATION STATION DISK
 MO1230_SETTING: 66 = SET IN ROCK OUTCROP
 MO1230
 MO1230  HISTORY     - Date     Condition        Report By
 MO1230  HISTORY     - 1948     MONUMENTED       CGS
 MO1230  HISTORY     - 1954     GOOD             FAS
 MO1230  HISTORY     - 19920831 MARK NOT FOUND   USPSQD
 MO1230
 MO1230                          STATION DESCRIPTION
 MO1230
 MO1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1230'THE STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 287
 MO1230'WHERE IT CROSSES THE SUMMIT OF A HILL, ABOUT 19 MILES AIR
 MO1230'LINE SOUTH-SOUTHEAST OF LARAMIE AND ABOUT 0.25 MILE EAST
 MO1230'OF AIRWAY BEACON NO. 7.  THE STATION MARK IS 150 FEET NORTH
 MO1230'OF WOODEN GATE IN RIGHT-OF-WAY FENCE, 70 FEET WEST OF THE
 MO1230'CENTER LINE OF HIGHWAY, 5 FEET EAST OF RIGHT-OF-WAY FENCE,
 MO1230'FLUSH WITH THE GROUND AND STAMPED, BEACON 1948.
 MO1230'
 MO1230'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 MO1230'AS THE STATION MARK, PROJECTS 12 INCHES AND STAMPED, BEACON
 MO1230'NO 1 1948.
 MO1230'
 MO1230'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 MO1230'STATION MARK, FLUSH WITH THE GROUND AND STAMPED, BEACON NO
 MO1230'2 1948.
 MO1230'
 MO1230'THE AZIMUTH MARK IS 50 FEET EAST OF THE CENTER OF AIRWAY
 MO1230'BEACON NO. 7, PROJECTS 8 INCHES AND STAMPED, BEACON 1948.
 MO1230'
 MO1230'TO REACH FROM THE POST OFFICE IN LARAMIE GO WEST ONE BLOCK.
 MO1230'TURN LEFT, SOUTH, AND FOLLOW U.S. HIGHWAY 287 FOR 21.6 MILES
 MO1230'TO THE STATION ON THE RIGHT, WEST, AS DESCRIBED.  A DRIVE
 MO1230'STATION.
 MO1230'
 MO1230'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 MO1230'HIGHWAY ABOUT 150 FEET TO TRACK ROAD ON THE RIGHT, WEST.  TURN
 MO1230'RIGHT AND GO 0.35 MILE TO AIRWAY BEACON AND AZIMUTH AS DESCRIBED.
 MO1230
 MO1230                          STATION RECOVERY (1954)
 MO1230
 MO1230'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 MO1230'RECOVERED STATION AND R.M. NO 1 IN GOOD CONDITION.  AZIMUTH
 MO1230'MARK RECOVERED.  PUBLISHED DESCRIPTION READS AZIMUTH MARK
 MO1230'50 FEET EAST OF CENTER OF AIRWAY BEACON 7.  SHOULD BE 50 FEET
 MO1230'EAST OF CENTER OF AIRWAY BEACON 9.  DESCRIPTION IS ADEQUATE
 MO1230'FOR RECOVERY OF STATION.
 MO1230
 MO1230                          STATION RECOVERY (1992)
 MO1230
 MO1230'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0648 ***********************************************************************
 NQ0648  DESIGNATION -  BEACON
 NQ0648  PID         -  NQ0648
 NQ0648  STATE/COUNTY-  WY/CONVERSE
 NQ0648  USGS QUAD   -  ORPHA (1974)
 NQ0648
 NQ0648                         *CURRENT SURVEY CONTROL
 NQ0648  ___________________________________________________________________
 NQ0648* NAD 83(1993)-  42 47 55.18429(N)    105 37 18.83786(W)     ADJUSTED  
 NQ0648* NAVD 88     -      1611.1    (meters)    5286.     (feet)  VERTCON   
 NQ0648  ___________________________________________________________________
 NQ0648  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 NQ0648  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 NQ0648
 NQ0648  HORZ ORDER  -  SECOND
 NQ0648
 NQ0648.The horizontal coordinates were established by classical geodetic methods
 NQ0648.and adjusted by the National Geodetic Survey in January 1997..
 NQ0648
 NQ0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0648
 NQ0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0648
 NQ0648.The geoid height was determined by GEOID03.
 NQ0648
 NQ0648;                    North         East     Units Scale Factor Converg.
 NQ0648;SPC WY E     -   255,388.928   162,761.209   MT  0.99995455   -0 18 33.5
 NQ0648;UTM  13      - 4,738,644.504   449,144.734   MT  0.99963182   -0 25 21.2
 NQ0648
 NQ0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0648!SPC WY E     -   0.99974958  x   0.99995455  =   0.99970415
 NQ0648!UTM  13      -   0.99974958  x   0.99963182  =   0.99938150
 NQ0648
 NQ0648:                Primary Azimuth Mark                     Grid Az
 NQ0648:SPC WY E     -  BEACON AZ MK                             149 55 05.3
 NQ0648:UTM  13      -  BEACON AZ MK                             150 01 53.0
 NQ0648
 NQ0648|---------------------------------------------------------------------|
 NQ0648| PID    Reference Object                     Distance      Geod. Az  |
 NQ0648|                                                           dddmmss.s |
 NQ0648| CP9594 BEACON AZ MK                                       1493631.8 |
 NQ0648| CP9595 BEACON RM 1                           9.418 METERS 19535     |
 NQ0648| NQ0649 CHEYENNE GREAT FALLS AWY BN 12       10.676 METERS 20201     |
 NQ0648| NQ0651 CAREY                               APPROX. 8.3 KM 2860824.9 |
 NQ0648| CP9596 BEACON RM 2                          11.640 METERS 29940     |
 NQ0648|---------------------------------------------------------------------|
 NQ0648
 NQ0648                          SUPERSEDED SURVEY CONTROL
 NQ0648
 NQ0648  NAD 83(1986)-  42 47 55.16555(N)    105 37 18.82328(W) AD(       ) 2
 NQ0648  NAD 27      -  42 47 55.28500(N)    105 37 16.84800(W) AD(       ) 2
 NQ0648  NGVD 29 (07/19/86) 1610.2    (m)         5283.     (f) VERT ANG       
 NQ0648
 NQ0648.Superseded values are not recommended for survey control.
 NQ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0648.See file dsdata.txt to determine how the superseded data were derived.
 NQ0648
 NQ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4914538645(NAD 83)
 NQ0648_MARKER: DS = TRIANGULATION STATION DISK
 NQ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0648+STABILITY: SURFACE MOTION
 NQ0648
 NQ0648  HISTORY     - Date     Condition        Report By
 NQ0648  HISTORY     - 1948     MONUMENTED       CGS
 NQ0648  HISTORY     - 1969     GOOD             USAF
 NQ0648
 NQ0648                          STATION DESCRIPTION
 NQ0648
 NQ0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0648'STATION IS LOCATED IN T. 33 N., R. 73 W., ON GRASSY RIDGE
 NQ0648'IN PASTURE LAND, ABOUT 14.0 MILES AIRLINE EAST-SOUTHEAST OF
 NQ0648'GLENROCK, 11.5 MILES AIRLINE WEST-NORTHWEST OF DOUGLAS, 0.1
 NQ0648'MILE NORTH OF U.S. HIGHWAY 20 AND 87, 10 PACES NORTH OF
 NQ0648'AIRWAY BEACON NO. 12, 2 PACES SOUTH-SOUTHWEST OF WHITE WITNESS
 NQ0648'POST, PROJECTS 4 INCHES, AND STAMPED, BEACON 1948.
 NQ0648'
 NQ0648'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER
 NQ0648'OF THE CONCRETE BASE OF THE BEACON TOWER, ABOUT THE SAME
 NQ0648'ELEVATION AS STATION, PROJECTS 2 INCHES, AND STAMPED, BEACON
 NQ0648'NO 1 1948.
 NQ0648'
 NQ0648'REFERENCE MARK NO. 2 IS APPROXIMATELY 12 INCHES LOWER THAN
 NQ0648'STATION, PROJECTS 4 INCHES, AND STAMPED, BEACON NO 2 1948.
 NQ0648'
 NQ0648'AZIMUTH MARK IS LOCATED 14 PACES SOUTH OF CENTER LINE OF U.S.
 NQ0648'HIGHWAY 20 AND 87, 2 PACES SOUTHWEST OF POWER POLE, 2 PACES
 NQ0648'NORTHEAST OF WHITE WITNESS POST, PROJECTS 4 INCHES, AND STAMPED,
 NQ0648'BEACON 1948.
 NQ0648'
 NQ0648'TO REACH FROM RAILROAD CROSSING IN DOUGLAS, GO WEST ON U.S.
 NQ0648'HIGHWAY 20 AND 87 FOR 12.55 MILES TO AZIMUTH MARK ON LEFT
 NQ0648'AS DESCRIBED ABOVE.  CONTINUE ON HIGHWAY FOR 0.3 MILE TO SIDE
 NQ0648'ROAD RIGHT.  TURN RIGHT, THROUGH GATE, AND GO 0.2 MILE TO
 NQ0648'GATE ON LEFT.  PASS THROUGH AND GO ABOUT 100 FEET TO STATION
 NQ0648'AS DESCRIBED ABOVE.  A DRIVE STATION.
 NQ0648
 NQ0648                          STATION RECOVERY (1969)
 NQ0648
 NQ0648'RECOVERY NOTE BY US AIR FORCE 1969
 NQ0648'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 NQ0648'AIRWAY BEACON 12 REFERENCED IN THE ORIGINAL DESCRIPTION HAS
 NQ0648'BEEN DESTROYED, HOWEVER THE FOUNDATION REMAINS.  A TELEPHONE
 NQ0648'COMPANY HAS ERECTED A MICRO-WAVE TOWER ABOUT 200 FEET TO THE
 NQ0648'EAST OF THE STATION.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 NQ0648'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NQ0648'
 NQ0648'TO REACH THE STATION FROM THE WESTERLY SET OF RAILROAD TRACKS
 NQ0648'WHERE THEY CROSS U.S. HIGHWAY 87/20 IN DOUGLAS, WYO., GO
 NQ0648'NORTHWEST ON U.S. HIGHWAY 87/20 FOR 1.4 MILES TO ITS JUNCTION
 NQ0648'WITH INTERSTATE 25.  TURN RIGHT TOWARDS CASPER ON THE INTERSTATE
 NQ0648'FOR 11.2 MILES TO THE NATURAL BRIDGE EXIT.  TAKE THE EXIT
 NQ0648'TO A STOP SIGN.  CONTINUE STRAIGHT AHEAD ON THE ENTRANCE
 NQ0648'ROAD FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK (GRAVEL
 NQ0648'FRONTAGE ROAD) FOR 0.6 MILE TO A PADLOCKED GATE ON THE RIGHT.
 NQ0648'LEAVE VEHICLE AND WALK APPROXIMATELY 800 FEET TOWARDS AT AND
 NQ0648'T TOWER TO STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1161 ***********************************************************************
 MO1161  DESIGNATION -  BEACON 3
 MO1161  PID         -  MO1161
 MO1161  STATE/COUNTY-  WY/LARAMIE
 MO1161  USGS QUAD   -  WHITCOMB HILL (1990)
 MO1161
 MO1161                         *CURRENT SURVEY CONTROL
 MO1161  ___________________________________________________________________
 MO1161* NAD 83(1993)-  41 39 06.06464(N)    104 53 13.36632(W)     ADJUSTED  
 MO1161* NAVD 88     -      1833.1    (meters)    6014.     (feet)  VERTCON   
 MO1161  ___________________________________________________________________
 MO1161  LAPLACE CORR-         -12.78  (seconds)                    DEFLEC99
 MO1161  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 MO1161
 MO1161  HORZ ORDER  -  SECOND
 MO1161
 MO1161.The horizontal coordinates were established by classical geodetic methods
 MO1161.and adjusted by the National Geodetic Survey in January 1997..
 MO1161
 MO1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1161
 MO1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1161
 MO1161.The geoid height was determined by GEOID03.
 MO1161
 MO1161;                    North         East     Units Scale Factor Converg.
 MO1161;SPC WY E     -   127,930.551   223,291.232   MT  0.99994417   +0 11 09.0
 MO1161;UTM  13      - 4,611,110.506   509,405.407   MT  0.99960109   +0 04 30.2
 MO1161
 MO1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1161!SPC WY E     -   0.99971489  x   0.99994417  =   0.99965908
 MO1161!UTM  13      -   0.99971489  x   0.99960109  =   0.99931610
 MO1161
 MO1161|---------------------------------------------------------------------|
 MO1161| PID    Reference Object                     Distance      Geod. Az  |
 MO1161|                                                           dddmmss.s |
 MO1161| CP9598 BEACON 3 RM 1                         9.771 METERS 04513     |
 MO1161| CP9597 BEACON 3 AZ MK                                     0660815.3 |
 MO1161| MO1163 CHUGWATER FAA 3 MICROWAVE TWR       114.607 METERS 06917     |
 MO1161| CP9599 BEACON 3 RM 2                         9.551 METERS 12714     |
 MO1161| MO1162 MOUNTAIN ST PHILCO N MICROWAVE      264.307 METERS 27831     |
 MO1161|---------------------------------------------------------------------|
 MO1161
 MO1161                          SUPERSEDED SURVEY CONTROL
 MO1161
 MO1161  NAD 83(1986)-  41 39 06.04868(N)    104 53 13.36428(W) AD(       ) 2
 MO1161  NAD 27      -  41 39 06.14100(N)    104 53 11.47170(W) AD(       ) 2
 MO1161  NGVD 29 (07/19/86) 1832.2    (m)         6011.     (f) VERT ANG       
 MO1161
 MO1161.Superseded values are not recommended for survey control.
 MO1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1161.See file dsdata.txt to determine how the superseded data were derived.
 MO1161
 MO1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0940511111(NAD 83)
 MO1161_MARKER: DD = SURVEY DISK
 MO1161_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MO1161+WITH SETTING: PAVEMENT
 MO1161
 MO1161  HISTORY     - Date     Condition        Report By
 MO1161  HISTORY     - 1960     MONUMENTED       USGS
 MO1161  HISTORY     - 1961     GOOD             USGS
 MO1161  HISTORY     - 1963     GOOD             CGS
 MO1161  HISTORY     - 1985     GOOD             DMA
 MO1161
 MO1161                          STATION DESCRIPTION
 MO1161
 MO1161'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (CTH)
 MO1161'THE STATION IS LOCATED 8 MILES SOUTH-SOUTHWEST OF CHUGWATER,
 MO1161'0.25 MILE SOUTH OF THE LARAMIE COUNTY LINE, 0.15 MILE EAST
 MO1161'OF A MICROWAVE TOWER, ON THE EAST END OF A LOW FLAT TOPPED MESA
 MO1161'IN SECTION 4, R67W, T19N.
 MO1161'
 MO1161'TO REACH THE STATION FROM THE POST OFFICE IN CHUGWATER GO
 MO1161'SOUTH ON U.S. HIGHWAY 87 FOR 7.3 MILES TO A CROSSROAD (COUNTY
 MO1161'LINE ROAD).  TURN RIGHT, WEST, AND GO 2.0 MILES, THENCE LEFT,
 MO1161'SOUTH, FOR 0.25 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT
 MO1161'THROUGH THE WIRE GATE FOR 0.5 MILE FOLLOWING A TRACK ROAD
 MO1161'WEST AND NORTH TO THE TOP OF THE MESA AND A MICROWAVE TOWER.
 MO1161'CONTINUE STRAIGHT AHEAD, EAST, FOR 0.15 MILE TO THE EAST END
 MO1161'OF THE MESA AND THE STATION AS DESCRIBED.
 MO1161'
 MO1161'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY TRIANGULATION
 MO1161'STATION DISK CEMENTED IN A DRILLHOLE IN THE CENTER OF A 12
 MO1161'FOOT SQUARE CONCRETE SLAB.  IT IS STAMPED BEACON 3 1951.
 MO1161'
 MO1161'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 MO1161'MARK DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 MO1161'WHICH PROJECTS 5 INCHES.  THE MARK IS 1 FOOT LOWER IN ELEVATION
 MO1161'THAN THE STATION AND IS STAMPED NO 1 1951.
 MO1161'
 MO1161'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 MO1161'MARK DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 MO1161'WHICH PROJECTS 8 INCHES.  THE MARK IS STAMPED NO 2 1951.
 MO1161'
 MO1161'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 41.70 FEET.
 MO1161'
 MO1161'NO AZIMUTH MARK WAS ESTABLISHED.
 MO1161'
 MO1161'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 MO1161
 MO1161                          STATION RECOVERY (1961)
 MO1161
 MO1161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MO1161'TO REACH STATION FROM THE POST OFFICE AT CHUGWATER, GO S. ON HIGHWAY
 MO1161'87 FOR 7.4 MI. TO JUNCTION WITH A GRADED RANCH RD., TURN RIGHT AND
 MO1161'PROCEED 1.9 MI. TO A 90 DEGREE TURN, TURN LEFT AND CONTINUE ON RD.
 MO1161'FOR 0.2 MI. TO A GATE IN FENCE, TURN RIGHT AND PASS THROUGH GATE,
 MO1161'PROCEED 0.2 MI. TO TOP OF RIDGE AND STATION.
 MO1161'
 MO1161'RECOVERED.  NOTE--THE BEACON TOWER NO LONGER EXISTS.
 MO1161'
 MO1161'STATION MARK--STANDARD TABLET, SET IN THE CENTER OF THE CONCRETE BASE
 MO1161'OF AN ABANDONED BEACON TOWER, STAMPED ---BEACON NO. 3 1951---.
 MO1161'
 MO1161'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN THE TOP OF
 MO1161'A 7 X 7 IN. CONCRETE POST, 32.15 FT. FROM STATION MARK,
 MO1161'S 45 DEG 12 MIN W.
 MO1161'
 MO1161'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN THE TOP OF
 MO1161'A 7 X 7 IN. CONCRETE POST, 31.35 FT. FROM STATION MARK,
 MO1161'N 52 DEG 47 MIN W.
 MO1161
 MO1161                          STATION RECOVERY (1963)
 MO1161
 MO1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1161'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 MO1161'IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 MO1161'REFERENCE MARKS WERE VERIFIED AND THE DESCRIPTION IS ENTIRELY
 MO1161'ADEQUATE.  AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY
 MO1161'AND FOR THIS REASON A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 MO1161'
 MO1161'THE STATION IS ON THE TOP OF THE EAST END OF A LOW MESA, 7
 MO1161'MILES SOUTH AND 3-1/4 MILES WEST OF CHUGWATER, 0.15 MILE SOUTH
 MO1161'OF THE PLATTE-LARAMIE COUNTY LINE, IN THE NORTHEAST QUARTER
 MO1161'OF SECTION 4, T 19 N, R 67 W, AND ON PROPERTY OWNED BY MR.
 MO1161'RALPH CLINE.
 MO1161'
 MO1161'TO REACH THE STATION FROM THE POST OFFICE IN CHUGWATER, GO
 MO1161'SOUTH ON U.S. HIGHWAY 87 FOR 7.3 MILES TO A CROSSROAD AND
 MO1161'THE PLATTE-LARAMIE COUNTY LINE.  TURN RIGHT AND GO WEST ON A
 MO1161'GRAVEL ROAD FOR 1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 MO1161'NEAR TELEPHONE POLE NO. 30.  CONTINUE WEST ON THE GRAVEL
 MO1161'ROAD FOR 0.2 MILE TO WHERE THE GRAVEL ROAD TURNS LEFT AND
 MO1161'A TRACK ROAD ON THE RIGHT.  TURN LEFT AND GO SOUTH ON A
 MO1161'GRAVEL ROAD, PASSING A MICROWAVE TOWER ON THE RIGHT, FOR
 MO1161'0.25 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS
 MO1161'THROUGH THE GATE, AND GO WEST ON A TRACK ROAD FOR 0.25 MILE
 MO1161'TO A FORK.  BEAR RIGHT AND GO NORTHWEST ON THE TRACK ROAD
 MO1161'FOR 0.15 MILE TO THE TOP OF THE MESA.  BEAR RIGHT AND GO
 MO1161'EASTERLY ALONG THE TOP OF THE MESA FOR 0.25 MILE TO THE
 MO1161'STATION AT THE EAST END OF THE MESA.
 MO1161'
 MO1161'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION DISK,
 MO1161'STAMPED BEACON 3 1951, CEMENTED IN A DRILL HOLE IN THE CENTER
 MO1161'OF A 11 BY 11 FOOT SQUARE CONCRETE FOUNDATION FOR AN OLD RADIO
 MO1161'TOWER.  NOTE--THE OLD RADIO TOWER IS NO LONGER THERE.
 MO1161'
 MO1161'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MO1161'DISK, STAMPED NO. 1 1951, SET IN A SQUARE CONCRETE POST WHICH
 MO1161'PROJECTS 5 INCHES.  IT IS 24.5 FEET NORTHEAST OF THE NORTHEAST
 MO1161'CORNER OF THE CONCRETE FOUNDATION AND ABOUT 3 FEET LOWER IN
 MO1161'ELEVATION THAN THE STATION.
 MO1161'
 MO1161'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 MO1161'MARK DISK, STAMPED NO. 2 1951, SET IN A SQUARE CONCRETE POST
 MO1161'WHICH PROJECTS 9 INCHES.  IT IS 23.5 FEET SOUTHEAST OF THE
 MO1161'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION AND ABOUT 1 FOOT
 MO1161'LOWER IN ELEVATION THAN THE STATION.
 MO1161'
 MO1161'AZIMUTH MARK, A STANDARD DISK STAMPED BEACON 3 USGS 1960, IS
 MO1161'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 MO1161'32 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 3 FEET WEST
 MO1161'OF TELEPHONE POLE NO. 30, 2 FEET WEST OF A METAL WITNESS POST
 MO1161'AND 1 FOOT SOUTH OF A FENCE.
 MO1161'
 MO1161'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MO1161
 MO1161                          STATION RECOVERY (1985)
 MO1161
 MO1161'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (RSB)
 MO1161'BEACON 3 1951 FOUND GOOD.
 MO1161'
 MO1161'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1309 ***********************************************************************
 MO1309  DESIGNATION -  BEACON NO 33
 MO1309  PID         -  MO1309
 MO1309  STATE/COUNTY-  WY/ALBANY
 MO1309  USGS QUAD   -  ROCK RIVER (1981)
 MO1309
 MO1309                         *CURRENT SURVEY CONTROL
 MO1309  ___________________________________________________________________
 MO1309* NAD 83(1993)-  41 42 24.12365(N)    105 54 50.52088(W)     ADJUSTED  
 MO1309* NAVD 88     -      2259.6    (meters)    7413.     (feet)  VERTCON   
 MO1309  ___________________________________________________________________
 MO1309  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 MO1309  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 MO1309
 MO1309  HORZ ORDER  -  THIRD
 MO1309
 MO1309.The horizontal coordinates were established by classical geodetic methods
 MO1309.and adjusted by the National Geodetic Survey in January 1997..
 MO1309
 MO1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1309
 MO1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1309
 MO1309.The geoid height was determined by GEOID03.
 MO1309
 MO1309;                    North         East     Units Scale Factor Converg.
 MO1309;SPC WY E     -   134,272.812   137,800.238   MT  0.99998509   -0 29 50.1
 MO1309;UTM  13      - 4,617,615.989   423,954.922   MT  0.99967116   -0 36 29.3
 MO1309
 MO1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1309!SPC WY E     -   0.99964760  x   0.99998509  =   0.99963270
 MO1309!UTM  13      -   0.99964760  x   0.99967116  =   0.99931888
 MO1309
 MO1309:                Primary Azimuth Mark                     Grid Az
 MO1309:SPC WY E     -  ROCK RIVER WT                            307 32 04.7
 MO1309:UTM  13      -  ROCK RIVER WT                            307 38 43.9
 MO1309
 MO1309|---------------------------------------------------------------------|
 MO1309| PID    Reference Object                     Distance      Geod. Az  |
 MO1309|                                                           dddmmss.s |
 MO1309| MO1308 ROCK RIVER WT                       APPROX. 6.9 KM 3070214.6 |
 MO1309|---------------------------------------------------------------------|
 MO1309
 MO1309                          SUPERSEDED SURVEY CONTROL
 MO1309
 MO1309  NAD 83(1986)-  41 42 24.10996(N)    105 54 50.51615(W) AD(       ) 3
 MO1309  NAD 27      -  41 42 24.21975(N)    105 54 48.51175(W) AD(       ) 3
 MO1309  NGVD 29 (07/19/86) 2258.5    (m)         7410.     (f) VERT ANG       
 MO1309
 MO1309.Superseded values are not recommended for survey control.
 MO1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1309.See file dsdata.txt to determine how the superseded data were derived.
 MO1309
 MO1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG2395517616(NAD 83)
 MO1309_MARKER: DD = SURVEY DISK
 MO1309_SETTING: 0 = UNSPECIFIED SETTING
 MO1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1309
 MO1309  HISTORY     - Date     Condition        Report By
 MO1309  HISTORY     - 1953     MONUMENTED       USGS
 MO1309
 MO1309                          STATION DESCRIPTION
 MO1309
 MO1309'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1309'STATION IS LOCATED ON A SHARP RIDGE, ABOUT 7 MI. SE. OF ROCK RIVER,
 MO1309'IN SEC. 15, T 20 N, R 76 W.
 MO1309'
 MO1309'TO REACH FROM ROCK RIVER SCHOOLHOUSE, GO S. ON U.S. HIGHWAY 30 FOR
 MO1309'5.0 MI., TURN RIGHT AND GO W. FOR 0.6 MI. TO HARPER, TURN LEFT AND
 MO1309'CROSS RAILROAD TRACKS AT 0.1 MI., FOLLOW MAIN TRAVELED RD. FOR 0.8
 MO1309'MI. TO SALT LAKE-OMAHA AIR BEACON NO. 33 AND STATION SITE.
 MO1309'NOTE--BEACON HAS BEEN DISMANTLED.
 MO1309'
 MO1309'STATION MARK--STANDARD USGS TABLET, SET IN A CONCRETE POST, PROJECTING
 MO1309'0.5 FT. ABOVE GROUND, STAMPED ---BEACON NO. 33---.
 MO1309'
 MO1309'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1002 ***********************************************************************
 MO1002  DESIGNATION -  BEAR
 MO1002  PID         -  MO1002
 MO1002  STATE/COUNTY-  WY/GOSHEN
 MO1002  USGS QUAD   -  KESSLER GAP (1990)
 MO1002
 MO1002                         *CURRENT SURVEY CONTROL
 MO1002  ___________________________________________________________________
 MO1002* NAD 83(1993)-  41 40 34.01553(N)    104 17 00.10630(W)     ADJUSTED  
 MO1002* NAVD 88     -      1624.2    (meters)    5329.     (feet)  VERTCON   
 MO1002  ___________________________________________________________________
 MO1002  LAPLACE CORR-          -8.05  (seconds)                    DEFLEC99
 MO1002  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 MO1002
 MO1002  HORZ ORDER  -  FIRST
 MO1002
 MO1002.The horizontal coordinates were established by classical geodetic methods
 MO1002.and adjusted by the National Geodetic Survey in January 1997..
 MO1002
 MO1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1002
 MO1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1002
 MO1002.The geoid height was determined by GEOID03.
 MO1002
 MO1002;                    North         East     Units Scale Factor Converg.
 MO1002;SPC WY E     -   130,983.038   273,548.068   MT  1.00000404   +0 35 14.5
 MO1002;UTM  13      - 4,614,064.760   559,650.375   MT  0.99964379   +0 28 35.5
 MO1002
 MO1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1002!SPC WY E     -   0.99974805  x   1.00000404  =   0.99975208
 MO1002!UTM  13      -   0.99974805  x   0.99964379  =   0.99939193
 MO1002
 MO1002|---------------------------------------------------------------------|
 MO1002| PID    Reference Object                     Distance      Geod. Az  |
 MO1002|                                                           dddmmss.s |
 MO1002| CP9605 BEAR RM 1                            34.129 METERS 14753     |
 MO1002| MO1055 N CHEYENNE FAA 4 MICROWAVE MST      APPROX.37.4 KM 2105358.7 |
 MO1002| CP9606 BEAR RM 2 AZIMUTH                    50.140 METERS 23630     |
 MO1002| CP9607 BEAR RM 3                            23.343 METERS 26531     |
 MO1002|---------------------------------------------------------------------|
 MO1002
 MO1002                          SUPERSEDED SURVEY CONTROL
 MO1002
 MO1002  NAD 83(1986)-  41 40 34.00221(N)    104 17 00.10981(W) AD(       ) 1
 MO1002  NAD 27      -  41 40 34.09700(N)    104 16 58.26200(W) AD(       ) 1
 MO1002  NGVD 29 (09/11/89) 1623.4    (m)         5326.     (f) VERT ANG       
 MO1002
 MO1002.Superseded values are not recommended for survey control.
 MO1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1002.See file dsdata.txt to determine how the superseded data were derived.
 MO1002
 MO1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5965014065(NAD 83)
 MO1002_MARKER: DS = TRIANGULATION STATION DISK
 MO1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1002
 MO1002  HISTORY     - Date     Condition        Report By
 MO1002  HISTORY     - 1933     MONUMENTED       CGS
 MO1002  HISTORY     - 1963     GOOD             CGS
 MO1002  HISTORY     - 1963     GOOD             CGS
 MO1002  HISTORY     - 1973     GOOD             NGS
 MO1002
 MO1002                          STATION DESCRIPTION
 MO1002
 MO1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO1002'ABOUT 7 MILES NORTHWEST OF LAGRANGE AND 8 MILES SOUTH OF HAWK
 MO1002'SPRINGS, IN SEC. 29, T. 20 N., R. 62 W., ON HIGHEST POINT OF BEAR
 MO1002'CREEK MOUNTAIN, IN CHARLES KESSLERS PASTURE.  TO REACH FROM
 MO1002'LAGRANGE FOLLOW MAIN ROAD WEST 4.4 MILES TO JUNCTION WITH U.S.
 MO1002'HIGHWAY 85, TURN NORTH ON HIGHWAY AND GO 0.1 MILE, THENCE WEST
 MO1002'ON DIRT ROAD LEADING ALONG ON SOUTH SIDE OF BEAR CREEK MOUNTAIN.
 MO1002'FOLLOW THIS ROAD 4.2 MILES TO ROAD LEADING NORTH TO RANCH,
 MO1002'OPPOSITE MAIL BOX.  FOLLOW ROAD NORTH 0.3 MILE TO KESSLERS
 MO1002'HOUSE, THEN CONTINUE NORTH THROUGH LANE 0.15 MILE TO GATE.  KEEP
 MO1002'RIGHT-HAND STRAIGHT AHEAD FORK THROUGH GATE, AND CUT
 MO1002'ACROSS PASTURE TO CANYON ON WEST SIDE OF MOUNTAIN.  FROM
 MO1002'HERE PACK UP SIDE OF MOUNTAIN TO EAST ABOUT 1.0 MILE TO
 MO1002'STATION--ABOUT 1-HOUR PACK WITH LOAD.  STATION IS ON HIGHEST
 MO1002'POINT OF HILL, ABOUT 175 YARDS EAST OF NORTH-SOUTH WIRE
 MO1002'FENCE ACROSS MOUNTAIN.  SURFACE AND UNDERGROUND MARKS ARE
 MO1002'STANDARD DISK STATION MARKS IN CONCRETE.
 MO1002'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 MO1002'NO. 1 IS 112.06 FEET FROM STATION.
 MO1002'NO. 2 IS ON SUMMIT OF SMALL KNOLL, ABOUT 0.4 MILE FROM STATION.
 MO1002
 MO1002                          STATION RECOVERY (1963)
 MO1002
 MO1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1002'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 MO1002'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO REFERENCE
 MO1002'MARK NO. 1 AND REFERENCE MARK NO. 2 (AZIMUTH MARK) WERE VERIFIED.
 MO1002'THE DISTANCE TO REFERENCE MARK NO. 1 MISSED THE PREVIOUS
 MO1002'MEASUREMENT .10 FOOT.
 MO1002'
 MO1002'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 MO1002'
 MO1002'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MO1002'
 MO1002'THE STATION IS 6-3/4 MILES NORTHWEST OF LA GRANGE AND 2 MILES
 MO1002'WEST OF U.S. HIGHWAY 85, IN SECTION 29, T 20 N, R 62 W, ON THE
 MO1002'HIGHEST POINT OF BEAR CREEK MOUNTAIN, OWNED BY MR. CHARLES
 MO1002'KESSLER.
 MO1002'
 MO1002'TO REACH THE STATION FROM THE POST OFFICE IN LA GRANGE, GO SOUTH
 MO1002'ON THE MAIN STREET FOR 0.1 MILE TO STATE SECONDARY ROAD 0800.
 MO1002'TURN RIGHT AND GO WEST ON SURFACED ROAD 0800 FOR 4.1 MILES TO
 MO1002'THE JUNCTION OF U.S. HIGHWAY 85.  TURN RIGHT AND GO NORTH ON
 MO1002'HIGHWAY 85 FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 MO1002'AND GO WESTERLY ON A GRAVEL ROAD FOR 4.2 MILE TO A DRIVEWAY ON
 MO1002'THE RIGHT, LEADING TO THE KESSLER RANCH HOME.  TURN RIGHT AND
 MO1002'GO NORTHERLY ON THE DRIVEWAY FOR 0.3 MILE TO THE RANCH HOME.
 MO1002'CONTINUE NORTHERLY ON A GRAVEL ROAD FOR 0.1 MILE TO A CATTLE
 MO1002'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE NORTHERLY FOR
 MO1002'0.05 MILE TO A FORK.  BEAR RIGHT AND GO NORTHEAST ON A TRACK
 MO1002'ROAD FOR 0.25 MILE TO A GATE IN AN EAST-WEST FENCE.  PASS
 MO1002'THROUGH THE GATE, CONTINUE NORTHEASTERLY ON THE TRACK ROAD, UP
 MO1002'CANYON, FOR 0.5 MILE TO A GATE IN A NORTH-SOUTH FENCE.  PASS
 MO1002'THROUGH THE GATE, CONTINUE EASTERLY ON THE TRACK ROAD FOR
 MO1002'0.35 MILE TO A GATE IN A NORTH-SOUTH FENCE.  PASS THROUGH THE
 MO1002'GATE, CONTINUE EAST AND SOUTHEAST, UP CANYON, ON A DIM TRACK
 MO1002'ROAD FOR 0.9 MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN
 MO1002'LEFT AND GO NORTHERLY ON THE DIM TRACK ROAD, ACROSS PASTURE,
 MO1002'FOR 0.25 MILE, THEN BEAR LEFT AND GO WESTERLY FOR 0.7 MILE
 MO1002'TO THE SOUTHEAST BASE OF STEEP HILL.  BEAR RIGHT AND GO
 MO1002'NORTHERLY, UP HILL, FOR 0.2 MILE TO THE TOP OF THE HILL AND
 MO1002'REFERENCE MARK NO. 2 ON THE RIGHT.  CONTINUE NORTHEASTERLY
 MO1002'ACROSS TOP OF THE HILL FOR 0.3 MILE TO THE HIGHEST POINT OF THE
 MO1002'HILL AND THE STATION.
 MO1002'
 MO1002'STATION MARK IS A STANDARD DISK STAMPED BEAR 1933, SET IN A
 MO1002'SQUARE CONCRETE POST WHICH PROJECTS 15 INCHES.
 MO1002'THE UNDERGROUND MARK WAS NOT INSPECTED.
 MO1002'
 MO1002'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEAR NO 1 1933,
 MO1002'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 MO1002'
 MO1002'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEAR NO 2 1933,
 MO1002'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 MO1002'IS ON A SMALL KNOLL 0.4 MILE SOUTHWEST OF THE STATION AND 1
 MO1002'FOOT NORTHWEST OF A METAL WITNESS POST.
 MO1002'
 MO1002'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEAR NO 3 1933,
 MO1002'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO1002'
 MO1002'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 AND 7 KG. TAPE
 MO1002'TENSION.
 MO1002
 MO1002                          STATION RECOVERY (1963)
 MO1002
 MO1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MO1002'RECOVERED BY USGS, 1958.
 MO1002'
 MO1002'RECOVERY NOTE BY NGS, 1963--THE STATION MARK, REFERENCE MARK NO. 1
 MO1002'AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE
 MO1002'DIRECTIONS TO REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 (AZIMUTH
 MO1002'MARK) WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1 MISSED THE
 MO1002'PREVIOUS MEASUREMENT .10 FT.  REFERENCE MARK NO. 3 WAS ESTABLISHED BY
 MO1002'THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS
 MO1002'
 MO1002'THE STATION IS 6-3/4 MI. NW. OF LAGRANGE AND 2 MI. W. OF U.S. HIGHWAY
 MO1002'85, IN SEC. 29, T 20 N, R 62 W, ON THE HIGHEST POINT OF BEAR CREEK
 MO1002'MOUNTAIN, OWNED BY MR. CHARLES KESSLER.
 MO1002'
 MO1002'TO REACH THE STATION FROM THE POST OFFICE IN LAGRANGE, GO S. ON THE
 MO1002'MAIN STREET FOR 0.1 MI. TO STATE SECONDARY ROAD 0800.  TURN RIGHT AND
 MO1002'GO W. ON SURFACED RD. 0800 FOR 4.1 MI. TO THE JUNCTION OF U.S. HIGHWAY
 MO1002'85.  TURN RIGHT AND GO N. ON HIGHWAY 85 FOR 0.1 MI. TO A SIDE RD. ON
 MO1002'THE LEFT.  TURN LEFT AND GO WESTERLY ON A GRAVEL RD. FOR 4.2 MI. TO A
 MO1002'DRIVEWAY ON THE RIGHT, LEADING TO THE KESSLER RANCH HOME.  TURN RIGHT
 MO1002'AND GO NORTHERLY ON THE DRIVEWAY FOR 0.3 MI. TO THE RANCH HOME.
 MO1002'CONTINUE NORTHERLY ON A GRAVEL RD. FOR 0.1 MI. TO A CATTLEGUARD.
 MO1002'CROSS THE CATTLEGUARD AND CONTINUE NORTHERLY FOR 0.05 MI. TO A FORK.
 MO1002'BEAR RIGHT AND GO NE. ON A TRACK RD. FOR 0.25 MI. TO A GATE IN AN E-W.
 MO1002'FENCE.  PASS THROUGH THE GATE, CONTINUE NORTHEASTERLY ON THE TRACK
 MO1002'RD., UP CANYON, FOR 0.5 MI. TO A GATE IN A N-S. FENCE.  PASS THROUGH
 MO1002'THE GATE, CONTINUE EASTERLY ON THE TRACK RD. FOR 0.35 MI. TO A GATE
 MO1002'IN A N-S. FENCE.  PASS THROUGH THE GATE, CONTINUE E. AND SE., UP
 MO1002'CANYON, ON A DIM TRACK RD. FOR 0.9 MI. TO A DIM TRACK RD. ON THE LEFT.
 MO1002'TURN LEFT AND GO NORTHERLY ON THE DIM TRACK RD., ACROSS PASTURE, FOR
 MO1002'0.25 MI., THEN BEAR LEFT AND GO WESTERLY FOR 0.7 MI. TO THE SE. BASE
 MO1002'OF STEEP HILL.  BEAR RIGHT AND GO NORTHERLY, UP HILL, FOR 0.2 MI. TO
 MO1002'THE TOP OF THE HILL AND REFERENCE MARK NO. 2 ON THE RIGHT.  CONTINUE
 MO1002'NORTHEASTERLY ACROSS TOP OF THE HILL FOR 0.3 MI. TO THE HIGHEST POINT
 MO1002'OF THE HILL AND THE STATION.
 MO1002'
 MO1002'STATION MARK IS A STANDARD DISK STAMPED---BEAR 1933---, SET IN A
 MO1002'SQUARE CONCRETE POST WHICH PROJECTS 15 IN.  THE UNDERGROUND MARK WAS
 MO1002'NOT INSPECTED.
 MO1002'
 MO1002'REFERENCE MARK NO. 1--A STANDARD DISK STAMPED---BEAR NO 1 1933---,
 MO1002'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 IN.
 MO1002'
 MO1002'REFERENCE MARK NO. 2--A STANDARD DISK STAMPED---BEAR NO 2 1933---,
 MO1002'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 IN.  IT IS ON A
 MO1002'SMALL KNOLL 0.4 MI. SW. OF THE STATION AND 1 FT. NW. OF A METAL
 MO1002'WITNESS POST.
 MO1002'
 MO1002'REFERENCE MARK NO. 3--A STANDARD DISK STAMPED---BEAR NO 3 1933---,
 MO1002'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 IN.
 MO1002'
 MO1002'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 AND 7 KG. TAPE TENSION.
 MO1002
 MO1002                          STATION RECOVERY (1973)
 MO1002
 MO1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1002'THE STATION MARK, REFERENCE MARKS 1, 2 (AZIMUTH MARK) AND 3
 MO1002'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 MO1002'AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1963
 MO1002'OBSERVATIONS WITH THE EXCEPTION OF A SHORTER DISTANCE OF 0.008
 MO1002'METER TO REFERENCE MARK 3.  DUE TO CHANGES IN THE AREA A COMPLETE
 MO1002'NEW DESCRIPTION FOLLOWS--
 MO1002'
 MO1002'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF HAWK SPRINGS, 7
 MO1002'MILES NORTHWEST OF LAGRANGE, 2 MILES WEST OF U.S. HIGHWAY 85
 MO1002'AND ON THE TOP OF BEAR CREEK MOUNTAIN.  THE PROPERTY IS OWNED BY
 MO1002'MR. CHARLES KESSLER.
 MO1002'
 MO1002'TO REACH THE STATION FROM THE POST OFFICE IN HAWK SPRINGS GO
 MO1002'WEST FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY 85.  TURN
 MO1002'LEFT AND GO SOUTH ON U.S. HIGHWAY 85 FOR 9.4 MILES TO THE JUNCTION
 MO1002'OF STATE HIGHWAY 151.  TURN RIGHT AND GO WEST ON THE SURFACED
 MO1002'ROAD FOR 3.8 MILES TO A CROSS ROAD AND SIGN JOE MATJE.  TURN
 MO1002'RIGHT AND GO NORTH, WEST AND NORTH ON THE GRAVELED ROAD FOR 0.7
 MO1002'MILE TO THE RANCH HOUSE OF MR. CHARLES KESSLER, (THE LAND
 MO1002'OWNER).  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.1 MILE TO A
 MO1002'CATTLE GUARD AND A SIDE ROAD RIGHT.  CONTINUE NORTH ON THE
 MO1002'GRAVELED ROAD FOR 0.05 MILE TO A FORK ON A CURVE.  TAKE THE
 MO1002'RIGHT FORK AND GO NORTH ON THE TRACK ROAD FOR 0.25 MILE TO A
 MO1002'GATE.  PASS THROUGH THE GATE AND GO NORTHEAST ON THE TRACK
 MO1002'ROAD FOR 0.5 MILE TO A GATE.  PASS THROUGH THE GATE AND
 MO1002'CONTINUE AHEAD EASTERLY ON THE TRACK ROAD FOR 0.4 MILE TO A
 MO1002'GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY UP THE
 MO1002'CANYON ON THE TRACK ROAD FOR 0.8 MILE TO THE TOP OF THE CANYON
 MO1002'RIM.  CONTINUE EASTERLY ON THE TRACK ROAD FOR 0.1 MILE TO A
 MO1002'FORK.  TAKE THE LEFT FORK AND GO NORTHERLY ON THE TRACK ROAD FOR
 MO1002'1.0 MILES TO THE TOP OF THE SOUTHWEST RIDGE OF THE BLUFF AND A
 MO1002'VERY DIM FORK.  TAKE THE RIGHT FORK AND GO NORTHEASTERLY ON
 MO1002'THE DIM TRACKS FOR 0.2 MILE TO THE TOP OF THE THIRD KNOLL
 MO1002'AND REFERENCE MARK 2.  CONTINUE NORTHEASTERLY ACROSS COUNTRY
 MO1002'FOR 0.3 MILE TO THE TOP OF THE RIDGE AND THE STATION.  A
 MO1002'FOUR-WHEEL DRIVE IS NEEDED FOR THE LAST 0.3 MILE.
 MO1002'
 MO1002'THE STATION MARK IS A STANDARD DISK STAMPED BEAR 1933, SET IN THE
 MO1002'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 24 INCHES
 MO1002'ABOVE THE GROUND SURFACE.  IT IS ON THE APPARENT HIGHEST POINT
 MO1002'OF THE RIDGE AND THE AREA IS SUBJECT TO WIND EROSION.
 MO1002'
 MO1002'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEAR NO 1 1933,
 MO1002'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MO1002'6 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 2 FEET LOWER THAN
 MO1002'THE STATION.
 MO1002'
 MO1002'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEAR NO 2 1933,
 MO1002'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT HAS
 MO1002'BEEN ERODED 24 INCHES ON THE WEST SIDE.  IT IS 2 FEET
 MO1002'NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 MO1002'
 MO1002'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BEAR NO 3 1933, SET
 MO1002'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MO1002'2 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 1 FOOT LOWER
 MO1002'THAN THE STATION.
 MO1002'
 MO1002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 MO1002'NORTHWEST OF LAGRANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0598 ***********************************************************************
 NQ0598  DESIGNATION -  BEAR
 NQ0598  PID         -  NQ0598
 NQ0598  STATE/COUNTY-  WY/PLATTE
 NQ0598  USGS QUAD   -  COLEMAN BUTTE (1981)
 NQ0598
 NQ0598                         *CURRENT SURVEY CONTROL
 NQ0598  ___________________________________________________________________
 NQ0598* NAD 83(1993)-  42 20 47.10213(N)    105 02 11.72568(W)     ADJUSTED  
 NQ0598* NAVD 88     -      1609.2    (meters)    5280.     (feet)  VERTCON   
 NQ0598  ___________________________________________________________________
 NQ0598  LAPLACE CORR-          -8.02  (seconds)                    DEFLEC99
 NQ0598  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 NQ0598
 NQ0598  HORZ ORDER  -  SECOND
 NQ0598
 NQ0598.The horizontal coordinates were established by classical geodetic methods
 NQ0598.and adjusted by the National Geodetic Survey in January 1997..
 NQ0598
 NQ0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0598
 NQ0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0598
 NQ0598.The geoid height was determined by GEOID03.
 NQ0598
 NQ0598;                    North         East     Units Scale Factor Converg.
 NQ0598;SPC WY E     -   205,062.375   210,717.594   MT  0.99993891   +0 05 15.4
 NQ0598;UTM  13      - 4,688,240.349   496,986.156   MT  0.99960011   -0 01 28.7
 NQ0598
 NQ0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0598!SPC WY E     -   0.99974985  x   0.99993891  =   0.99968878
 NQ0598!UTM  13      -   0.99974985  x   0.99960011  =   0.99935006
 NQ0598
 NQ0598:                Primary Azimuth Mark                     Grid Az
 NQ0598:SPC WY E     -  BEAR AZ MK                               075 17 08.5
 NQ0598:UTM  13      -  BEAR AZ MK                               075 23 52.6
 NQ0598
 NQ0598|---------------------------------------------------------------------|
 NQ0598| PID    Reference Object                     Distance      Geod. Az  |
 NQ0598|                                                           dddmmss.s |
 NQ0598| CP9608 BEAR AZ MK                                         0752223.9 |
 NQ0598| NQ0596 CHEYENNE GREAT FALLS AWY BCN 8       38.216 METERS 25801     |
 NQ0598| CP9609 BEAR RM 2                            17.752 METERS 34702     |
 NQ0598|---------------------------------------------------------------------|
 NQ0598
 NQ0598                          SUPERSEDED SURVEY CONTROL
 NQ0598
 NQ0598  NAD 83(1986)-  42 20 47.08115(N)    105 02 11.71718(W) AD(       ) 2
 NQ0598  NAD 27      -  42 20 47.18800(N)    105 02 09.81600(W) AD(       ) 2
 NQ0598  NGVD 29 (07/19/86) 1608.4    (m)         5277.     (f) VERT ANG       
 NQ0598
 NQ0598.Superseded values are not recommended for survey control.
 NQ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0598.See file dsdata.txt to determine how the superseded data were derived.
 NQ0598
 NQ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9698688240(NAD 83)
 NQ0598_MARKER: DS = TRIANGULATION STATION DISK
 NQ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0598
 NQ0598  HISTORY     - Date     Condition        Report By
 NQ0598  HISTORY     - 1948     MONUMENTED       CGS
 NQ0598  HISTORY     - 1963     GOOD             CGS
 NQ0598  HISTORY     - 1966     GOOD             CGS
 NQ0598  HISTORY     - 1969     GOOD             USAF
 NQ0598
 NQ0598                          STATION DESCRIPTION
 NQ0598
 NQ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0598'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE SOUTH OF GLENDO AND
 NQ0598'ABOUT 0.5 MILE EAST OF U.S. HIGHWAY 87 NEAR THE WEST END OF A
 NQ0598'GRASSY BENCH.  THE STATION MARK PROJECTS 4 INCHES AND IS SET
 NQ0598'125 FEET EAST-NORTHEAST OF AN AIRWAY BEACON.  IT IS STAMPED,
 NQ0598'BEAR 1948.
 NQ0598'
 NQ0598'REFERENCE MARK NO. 1 IS A BRONZE DISK SET FLUSH IN THE CENTER OF
 NQ0598'THE CONCRETE BASE OF THE AIRWAY BEACON TOWER.  IT IS STAMPED,
 NQ0598'BEAR NO 1 1948.
 NQ0598'
 NQ0598'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, SET 6 FEET WEST OF A
 NQ0598'TRACK ROAD, IS THE SAME ELEVATION AS THE STATION MARK AND IS
 NQ0598'STAMPED, BEAR NO 2 1948.
 NQ0598'
 NQ0598'THE AZIMUTH MARK PROJECTS 3 FEET, IS SET ON THE SOUTH SLOPE OF
 NQ0598'AN EAST-WEST RIDGE 10 FEET SOUTHEAST OF A WHITE WITNESS POST.
 NQ0598'IT IS STAMPED, BEAR 1948.
 NQ0598'
 NQ0598'TO REACH THE STATION FROM GLENDO.  GO SOUTH ON U.S. HIGHWAY 87,
 NQ0598'13.5 MILES TO THE AIRWAY BEACON POWER HOUSE ON LEFT.  CONTINUE
 NQ0598'0.55 MILE TO A ROAD LEFT.  TURN LEFT, PASS THROUGH GATE, FOLLOW
 NQ0598'ROAD 1.25 MILE TO DIM TRACKS ON RIGHT.  FOLLOW TRACKS TO RIGHT
 NQ0598'0.15 MILE TO AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE ON
 NQ0598'ROAD 0.15 MILE TO STATION.  A DRIVE STATION.
 NQ0598
 NQ0598                          STATION RECOVERY (1963)
 NQ0598
 NQ0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (GCR)
 NQ0598'STATION RECOVERED AS DESCRIBED, ALL MARKS FOUND IN GOOD CONDITION.
 NQ0598'THE AIRWAYS BEACON HAS BEEN REMOVED, CONCRETE PLATFORM REMAINS.
 NQ0598'A TELEPHONE COMPANY ERECTED MICRO-WAVE STATION TOWER ON TOP OF
 NQ0598'HILL ABOUT 400 FEET TO EAST OF THE STATION.  U.S. HIGHWAY 87
 NQ0598'HAS BEEN IMPROVED AND RE-LOCATED IN THE VICINITY WEST OF STATION.
 NQ0598
 NQ0598                          STATION RECOVERY (1966)
 NQ0598
 NQ0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 NQ0598'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NQ0598'FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION
 NQ0598'WAS FOUND TO BE COMPLETELY ADEQUATE.  THIS STATION WAS OCCUPIED
 NQ0598'BY ASTROMOMIC PARTY G-47.
 NQ0598
 NQ0598                          STATION RECOVERY (1969)
 NQ0598
 NQ0598'RECOVERY NOTE BY US AIR FORCE 1969
 NQ0598'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 NQ0598'A BRIEF SEARCH WAS MADE FOR THE AZIMUTH MARK, BUT IT WAS NOT
 NQ0598'FOUND.  A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NQ0598'
 NQ0598'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GLENDO, WYO.,
 NQ0598'GO SOUTH ON U.S. HIGHWAY 87/20 FOR 11.7 MILES TO THE CASSA EXIT.
 NQ0598'TAKE THE EXIT AND CONTINUE UNDER INTERSTATE 25 TO A T INTERSECTION.
 NQ0598'TURN LEFT (NORTH) AND CONTINUE FOR 0.15 MILE TO A METAL FRAME GATE
 NQ0598'AND A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT (EAST) THROUGH GATE
 NQ0598'AND CONTINUE ON THE GRAVEL ROAD FOR 1.45 MILES TO THE STATION ON
 NQ0598'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0514 ***********************************************************************
 NR0514  DESIGNATION -  BEAR
 NR0514  PID         -  NR0514
 NR0514  STATE/COUNTY-  WY/NATRONA
 NR0514  USGS QUAD   -  BEAR MOUNTAIN (1982)
 NR0514
 NR0514                         *CURRENT SURVEY CONTROL
 NR0514  ___________________________________________________________________
 NR0514* NAD 83(1993)-  42 26 09.94840(N)    106 32 29.64321(W)     ADJUSTED  
 NR0514* NAVD 88     -      2298.4    (meters)    7541.     (feet)  VERTCON   
 NR0514  ___________________________________________________________________
 NR0514  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 NR0514  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 NR0514
 NR0514  HORZ ORDER  -  THIRD
 NR0514
 NR0514.The horizontal coordinates were established by classical geodetic methods
 NR0514.and adjusted by the National Geodetic Survey in January 1997..
 NR0514
 NR0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0514
 NR0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0514
 NR0514.The geoid height was determined by GEOID03.
 NR0514
 NR0514;                    North         East     Units Scale Factor Converg.
 NR0514;SPC WYEC     -   315,318.971   465,144.713   MT  0.99998970   +0 32 03.4
 NR0514;UTM  13      - 4,699,348.518   373,205.060   MT  0.99979781   -1 02 25.2
 NR0514
 NR0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0514!SPC WYEC     -   0.99964162  x   0.99998970  =   0.99963132
 NR0514!UTM  13      -   0.99964162  x   0.99979781  =   0.99943950
 NR0514
 NR0514:                Primary Azimuth Mark                     Grid Az
 NR0514:SPC WYEC     -  STRATTON                                 285 06 32.6
 NR0514:UTM  13      -  STRATTON                                 286 41 01.2
 NR0514
 NR0514|---------------------------------------------------------------------|
 NR0514| PID    Reference Object                     Distance      Geod. Az  |
 NR0514|                                                           dddmmss.s |
 NR0514| NR0543 STRATTON                            APPROX. 8.6 KM 2853836.0 |
 NR0514|---------------------------------------------------------------------|
 NR0514
 NR0514                          SUPERSEDED SURVEY CONTROL
 NR0514
 NR0514  NAD 83(1986)-  42 26 09.93604(N)    106 32 29.63160(W) AD(       ) 3
 NR0514  NGVD 29 (09/08/93) 2297.3    (m)         7537.     (f) VERT ANG       
 NR0514
 NR0514.Superseded values are not recommended for survey control.
 NR0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0514.See file dsdata.txt to determine how the superseded data were derived.
 NR0514
 NR0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG7320599349(NAD 83)
 NR0514_MARKER: DS = TRIANGULATION STATION DISK
 NR0514_SETTING: 0 = UNSPECIFIED SETTING
 NR0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0514
 NR0514  HISTORY     - Date     Condition        Report By
 NR0514  HISTORY     - 1948     MONUMENTED       USGS
 NR0514
 NR0514                          STATION DESCRIPTION
 NR0514
 NR0514'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0514'STATION IS LOCATED ABOUT 16.0 MI. E. OF PATHFINDER DAM, SOUTHERN PART
 NR0514'OF SEC. 27, T 29 N, R 81 W, ABOUT 16.0 MI. SW. OF BATES CREEK
 NR0514'RESERVOIR.
 NR0514'
 NR0514'TO REACH STATION FROM ALCOVA VILLAGE, FOLLOW COUNTY RD. 10.3 MI. S.
 NR0514'OF ALCOVA BRIDGE OVER NORTH PLATTE RIVER TO PEDRO CROSSROAD (LABELED),
 NR0514'TURN LEFT (E.) AND FOLLOW GRADED RD. 2.7 MI. TO CATTLEGUARD, CONTINUE
 NR0514'2.3 MI. TO CATTLEGUARD, CONTINUE 1.6 MI. TO CANYON CREEK, FORD CREEK,
 NR0514'CONTINUE 1.2 MI. TO Y-FORK, CONTINUE E. 0.3 MI. TO CATTLEGUARD,
 NR0514'CONTINUE 1.8 MI. TO BOLTON RD., TURN LEFT (N.) 1.4 MI., TURN RIGHT
 NR0514'AND FOLLOW RD. S. 0.3 MI. TO WOODEN BRIDGE, CONTINUE 0.4 MI. TO
 NR0514'RANCH HOUSE, TURN LEFT (E.) OVER FAINT RD. TO BASE OF MTN., FOLLOW
 NR0514'RD. AROUND MTN. 2.1 MI. TO FENCE GATE, CONTINUE THROUGH 0.1 MI. TO
 NR0514'CROSSROAD, TURN LEFT (N.) AND FOLLOW RD. 1.5 MI., LEAVE RD. AND GO
 NR0514'CROSS COUNTRY W. UP SIDE OF MTN. 1.0 MI. TO SADDLE, TURN RIGHT (N.)
 NR0514'AND FOLLOW ALONG SIDE OF MTN. 0.8 MI. TO ANOTHER SADDLE.  END OF
 NR0514'JEEP TRAVEL.  WALK W. TO TOP OF MESA AND ABOUT 0.4 MI. TO STATION.
 NR0514'
 NR0514'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN ROCK, STAMPED
 NR0514'---BEAR 1948 7513---.
 NR0514'
 NR0514'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN DRILL
 NR0514'HOLE IN ROCK, 28.0 FT. N. OF STATION, N 43 DEGREES 08 MINUTES, SW,
 NR0514'STAMPED---BEAR NO. 1 1948---.
 NR0514'
 NR0514'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN DRILL
 NR0514'HOLE IN ROCK, 31.0 FT. E. OF STATION, N 51 DEGREES 19 MINUTES, NW,
 NR0514'STAMPED---BEAR NO. 2 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0383 ***********************************************************************
 OW0383  DESIGNATION -  BEAR CUB
 OW0383  PID         -  OW0383
 OW0383  STATE/COUNTY-  WY/FREMONT
 OW0383  USGS QUAD   -  DUNDEE MEADOWS (1991)
 OW0383
 OW0383                         *CURRENT SURVEY CONTROL
 OW0383  ___________________________________________________________________
 OW0383* NAD 83(1993)-  43 50 34.90347(N)    109 59 16.66633(W)     ADJUSTED  
 OW0383* NAVD 88     -      3288.1    (meters)   10788.     (feet)  VERTCON   
 OW0383  ___________________________________________________________________
 OW0383  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 OW0383  GEOID HEIGHT-          -7.58  (meters)                     GEOID03
 OW0383
 OW0383  HORZ ORDER  -  THIRD
 OW0383
 OW0383.The horizontal coordinates were established by classical geodetic methods
 OW0383.and adjusted by the National Geodetic Survey in January 1997..
 OW0383
 OW0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0383
 OW0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0383
 OW0383.The geoid height was determined by GEOID03.
 OW0383
 OW0383;                    North         East     Units Scale Factor Converg.
 OW0383;SPC WYWC     -   372,054.224   500,452.201   MT  1.00005934   -0 51 27.3
 OW0383;UTM  12      - 4,854,936.339   581,352.970   MT  0.99968140   +0 42 03.8
 OW0383
 OW0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0383!SPC WYWC     -   0.99948586  x   1.00005934  =   0.99954517
 OW0383!UTM  12      -   0.99948586  x   0.99968140  =   0.99916742
 OW0383
 OW0383:                Primary Azimuth Mark                     Grid Az
 OW0383:SPC WYWC     -  CRESCENT MTN                             094 16 00.0
 OW0383:UTM  12      -  CRESCENT MTN                             092 42 28.9
 OW0383
 OW0383|---------------------------------------------------------------------|
 OW0383| PID    Reference Object                     Distance      Geod. Az  |
 OW0383|                                                           dddmmss.s |
 OW0383| OW0382 CRESCENT MTN                        APPROX.11.1 KM 0932432.7 |
 OW0383|---------------------------------------------------------------------|
 OW0383
 OW0383                          SUPERSEDED SURVEY CONTROL
 OW0383
 OW0383  NAD 83(1986)-  43 50 34.89261(N)    109 59 16.65481(W) AD(       ) 3
 OW0383  NAD 27      -  43 50 35.07213(N)    109 59 14.02847(W) AD(       ) 3
 OW0383  NGVD 29 (07/19/86) 3286.5    (m)        10782.     (f) VERT ANG       
 OW0383
 OW0383.Superseded values are not recommended for survey control.
 OW0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0383.See file dsdata.txt to determine how the superseded data were derived.
 OW0383
 OW0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP8135354936(NAD 83)
 OW0383_MARKER: DD = SURVEY DISK
 OW0383_SETTING: 66 = SET IN ROCK OUTCROP
 OW0383_SP_SET: SET IN BEDROCK
 OW0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0383+STABILITY: POSITION/ELEVATION WELL
 OW0383
 OW0383  HISTORY     - Date     Condition        Report By
 OW0383  HISTORY     - 1954     MONUMENTED       USGS
 OW0383
 OW0383                          STATION DESCRIPTION
 OW0383
 OW0383'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0383'STATION IS LOCATED ABOUT 27 AIR MI. NW. OF DUBOIS, WYOMING, ON THE
 OW0383'HIGHEST POINT OF THE W. RIM OF THE A PLATEAU.
 OW0383'
 OW0383'FROM DUBOIS, GO NW. ALONG U.S. HIGHWAY 287 ABOUT 9 MI. THEN
 OW0383'NORTHWESTERLY ABOUT 4 MI. ALONG ON IMPROVED DIRT RD. WHICH FOLLOWS THE
 OW0383'E. SIDE OF THE DU NOIR CREEK AND GO RIGHT N.ABOUT 4 MI. ALONG ANOTHER
 OW0383'DIRT RD.TO TRAIL LAKE. THIS IS THE END OF TRUCK TRAVEL.  GO N. ALONG
 OW0383'TRAIL ALONG E. FORK OF DU NOIR CREEK TO SHOSHONE PASS, GO WESTERLY
 OW0383'PAST THE S. EDGE OF CRESCENT MTN. AND ALONG THE CONTINIENTAL DIVIDE TO
 OW0383'A SADDLE AT THE HEADWATERS OF BUFFALO FORK, THEN NORTHWESTERLY ALONG
 OW0383'OPEN PLATEAU ABOUT 5 MI. TO THE HIGHEST POINT ALONG THE WESTERN RIM.
 OW0383'THIS IS ABOUT 6 HRS. VIA HORSEBACK FROM TRAIL LAKE.  HORSES MAY BE
 OW0383'TAKEN TO THE STATION SITE.
 OW0383'
 OW0383'STATION MARK - STANDARD TABLET IN BEDROCK, 0.6 FT. ABOVE GROUND,
 OW0383'STAMPED ---BEAR CUB 1954---.
 OW0383'
 OW0383'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0499 ***********************************************************************
 PV0499  DESIGNATION -  BEAR LODGE MTN HIGHEST PEAK
 PV0499  PID         -  PV0499
 PV0499  STATE/COUNTY-  WY/CROOK
 PV0499  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0499
 PV0499                         *CURRENT SURVEY CONTROL
 PV0499  ___________________________________________________________________
 PV0499* NAD 83(1993)-  44 28 33.81596(N)    104 26 38.09995(W)     ADJUSTED  
 PV0499* NAVD 88     -                                                        
 PV0499  ___________________________________________________________________
 PV0499  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 PV0499  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 PV0499
 PV0499  HORZ ORDER  -  THIRD
 PV0499
 PV0499.The horizontal coordinates were established by classical geodetic methods
 PV0499.and adjusted by the National Geodetic Survey in January 1998..
 PV0499
 PV0499
 PV0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0499
 PV0499.The geoid height was determined by GEOID03.
 PV0499
 PV0499;                    North         East     Units Scale Factor Converg.
 PV0499;SPC WY E     -   441,898.412   257,499.944   MT  0.99997814   +0 30 23.0
 PV0499;UTM  13      - 4,924,900.351   544,225.475   MT  0.99962405   +0 23 22.6
 PV0499
 PV0499                          SUPERSEDED SURVEY CONTROL
 PV0499
 PV0499  NAD 83(1993)-  44 28 33.81441(N)    104 26 38.09758(W) AD(       ) 4
 PV0499  NAD 83(1986)-  44 28 33.80766(N)    104 26 38.08870(W) AD(       ) 4
 PV0499  NAD 27      -  44 28 33.86800(N)    104 26 36.26100(W) AD(       ) 3
 PV0499
 PV0499.Superseded values are not recommended for survey control.
 PV0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0499.See file dsdata.txt to determine how the superseded data were derived.
 PV0499
 PV0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK4422524900(NAD 83)
 PV0499_MARKER: 03 = MOUNTAIN PEAK
 PV0499
 PV0499  HISTORY     - Date     Condition        Report By
 PV0499  HISTORY     - 1912     FIRST OBSERVED   CGS
 PV0499
 PV0499                          STATION DESCRIPTION
 PV0499
 PV0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 PV0499'ABOUT 6 MILES NW OF TOWN OF SUNDANCE ON MOST WESTERLY OF
 PV0499'WARREN PEAKS, THE HIGHEST PEAKS OF BEAR LODGE MOUNTAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0452 ***********************************************************************
 PX0452  DESIGNATION -  BEARTOOTH
 PX0452  PID         -  PX0452
 PX0452  STATE/COUNTY-  WY/PARK
 PX0452  USGS QUAD   -  BEARTOOTH BUTTE (1991)
 PX0452
 PX0452                         *CURRENT SURVEY CONTROL
 PX0452  ___________________________________________________________________
 PX0452* NAD 83(1993)-  44 57 16.84628(N)    109 36 35.61090(W)     ADJUSTED  
 PX0452* NAVD 88     -      3205.9    (meters)   10518.     (feet)  VERTCON   
 PX0452  ___________________________________________________________________
 PX0452  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 PX0452  GEOID HEIGHT-          -7.99  (meters)                     GEOID03
 PX0452
 PX0452  HORZ ORDER  -  THIRD
 PX0452
 PX0452.The horizontal coordinates were established by classical geodetic methods
 PX0452.and adjusted by the National Geodetic Survey in January 1997..
 PX0452
 PX0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0452
 PX0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0452
 PX0452.The geoid height was determined by GEOID03.
 PX0452
 PX0452;                    North         East     Units Scale Factor Converg.
 PX0452;SPC WYWC     -   495,187.915   532,151.049   MT  0.99999409   -0 36 27.3
 PX0452;UTM  12      - 4,978,855.789   609,648.152   MT  0.99974784   +0 58 56.2
 PX0452
 PX0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0452!SPC WYWC     -   0.99949885  x   0.99999409  =   0.99949295
 PX0452!UTM  12      -   0.99949885  x   0.99974784  =   0.99924682
 PX0452
 PX0452:                Primary Azimuth Mark                     Grid Az
 PX0452:SPC WYWC     -  FANTAN                                   128 15 47.1
 PX0452:UTM  12      -  FANTAN                                   126 40 23.6
 PX0452
 PX0452|---------------------------------------------------------------------|
 PX0452| PID    Reference Object                     Distance      Geod. Az  |
 PX0452|                                                           dddmmss.s |
 PX0452| PX0451 FANTAN                              APPROX. 6.9 KM 1273919.8 |
 PX0452|---------------------------------------------------------------------|
 PX0452
 PX0452                          SUPERSEDED SURVEY CONTROL
 PX0452
 PX0452  NAD 83(1993)-  44 57 16.84211(N)    109 36 35.59703(W) AD(       ) 3
 PX0452  NAD 83(1986)-  44 57 16.83704(N)    109 36 35.59046(W) AD(       ) 3
 PX0452  NAD 27      -  44 57 17.04253(N)    109 36 32.97526(W) AD(       ) 3
 PX0452  NGVD 29 (07/19/86) 3204.6    (m)        10514.     (f) VERT ANG       
 PX0452
 PX0452.Superseded values are not recommended for survey control.
 PX0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0452.See file dsdata.txt to determine how the superseded data were derived.
 PX0452
 PX0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ0964878856(NAD 83)
 PX0452_MARKER: DD = SURVEY DISK
 PX0452_SETTING: 0 = UNSPECIFIED SETTING
 PX0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0452
 PX0452  HISTORY     - Date     Condition        Report By
 PX0452  HISTORY     - 1953     MONUMENTED       USGS
 PX0452
 PX0452                          STATION DESCRIPTION
 PX0452
 PX0452'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0452'STATION BEARTOOTH IS LOCATED ON HIGHEST POINT OF BEARTOOTH BUTTE AND
 PX0452'OVERLOOKS BEARTOOTH LAKE.  THE STATION IS LOCATED ABOUT 16.3 MI.
 PX0452'(AIRLINE) SE. OF COOKE CITY, MONTANA, IN PARK COUNTY, WYOMING.
 PX0452'STATION IS LOCATED ABOUT 1.0 MI. E. OF THE CLAY BUTTE FIRE TOWER
 PX0452'AND ABOUT 0.50 MI. W. OF BEARTOOTH LAKE.
 PX0452'
 PX0452'TO REACH STATION FROM POST OFFICE AT COOKE CITY, MONTANA, PROCEED E.
 PX0452'TOWARDS RED LODGE, MONTANA, ON THE RED LODGE COOKE CITY HIGHWAY (W.S.
 PX0452'10) 24.0 MI. TO THE FOREST SERVICE SIGN ---CLAY BUTTE FIRE TOWER---.
 PX0452'TURN LEFT AND PROCEED 2.8 MI. UP DIRT RD. TO THE CLAY BUTTE FIRE
 PX0452'TOWER.  AT CLAY BUTTE FIRE TOWER MAKE A U-TURN AND PROCEED 1.0 MI.
 PX0452'BACK ALONG TOP OF BUTTE TO HIGH ROCKY TOP.  MILITARY JEEP NEEDED
 PX0452'FROM THIS POINT.  TURN RIGHT ALONG RIDGE LEADING INTO THE BOTTOM
 PX0452'OF THE VALLEY BELOW AND JUNCTION OF DRAIN FORK.  CROSS THE DRAINS
 PX0452'AT THE FORK AND PROCEED UP RIDGE TO LEFT OF DRAIN FORK.  FOLLOW
 PX0452'THIS RIDGE TO POINT ABOUT MIDWAY TO SLIDE ROCK ON BEARTOOTH BUTTE,
 PX0452'THEN CUT OVER TO RIGHT HAND SIDE OF DRAIN AND WORK WAY UP TO EDGE
 PX0452'OF SLIDE ROCK TO A POINT ABOUT MIDWAY BETWEEN A LESSER ROCKY TOP
 PX0452'AND THE HIGHEST POINT ON BEARTOOTH BUTTE.  LEAVE JEEP AND START
 PX0452'CLIMB TO THE RIGHT.  STATION IS ABOUT A 20 MINUTE CLIMB FROM THIS
 PX0452'POINT.
 PX0452'
 PX0452'STATION CAN ALSO BE REACHED ON FOOT BY PROCEEDING UP VALLEY BETWEEN
 PX0452'CLAY BUTTE AND BEARTOOTH BUTTE TO POINT OPPOSITE THE ROCKY KNOB ON
 PX0452'THE SAME RIDGE AS BEARTOOTH BUTTE, THENCE CLIMBING INTO THE SADDLE
 PX0452'TO THE LEFT OF THE HIGHEST POINT AND ON UP ONTO THE HIGHEST POINT
 PX0452'AND THE STATION.  THIS WILL REQUIRE ABOUT A 2-1/2 HOUR BACK PACK TO
 PX0452'REACH STATION.
 PX0452'
 PX0452'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---BEARTOOTH 1953---,
 PX0452'SET IN ROCK FLUSH WITH GROUND.
 PX0452'
 PX0452'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0354 ***********************************************************************
 OV0354  DESIGNATION -  BEATON
 OV0354  PID         -  OV0354
 OV0354  STATE/COUNTY-  WY/NATRONA
 OV0354  USGS QUAD   -  MIDWEST (1978)
 OV0354
 OV0354                         *CURRENT SURVEY CONTROL
 OV0354  ___________________________________________________________________
 OV0354* NAD 83(1993)-  43 27 53.77368(N)    106 20 56.05123(W)     ADJUSTED  
 OV0354* NAVD 88     -      1574.9    (meters)    5167.     (feet)  VERTCON   
 OV0354  ___________________________________________________________________
 OV0354  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 OV0354  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 OV0354
 OV0354  HORZ ORDER  -  THIRD
 OV0354
 OV0354.The horizontal coordinates were established by classical geodetic methods
 OV0354.and adjusted by the National Geodetic Survey in January 1997..
 OV0354
 OV0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0354
 OV0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0354
 OV0354.The geoid height was determined by GEOID03.
 OV0354
 OV0354;                    North         East     Units Scale Factor Converg.
 OV0354;SPC WYEC     -   429,774.577   479,658.742   MT  1.00001553   +0 40 38.0
 OV0354;UTM  13      - 4,813,331.040   390,885.191   MT  0.99974645   -0 55 40.9
 OV0354
 OV0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0354!SPC WYEC     -   0.99975523  x   1.00001553  =   0.99977076
 OV0354!UTM  13      -   0.99975523  x   0.99974645  =   0.99950174
 OV0354
 OV0354:                Primary Azimuth Mark                     Grid Az
 OV0354:SPC WYEC     -  MEADOW                                   039 30 15.7
 OV0354:UTM  13      -  MEADOW                                   041 06 34.6
 OV0354
 OV0354|---------------------------------------------------------------------|
 OV0354| PID    Reference Object                     Distance      Geod. Az  |
 OV0354|                                                           dddmmss.s |
 OV0354| OV0330 MEADOW                              APPROX.12.6 KM 0401053.7 |
 OV0354|---------------------------------------------------------------------|
 OV0354
 OV0354                          SUPERSEDED SURVEY CONTROL
 OV0354
 OV0354  NAD 83(1986)-  43 27 53.75513(N)    106 20 56.02662(W) AD(       ) 3
 OV0354  NAD 27      -  43 27 53.85567(N)    106 20 53.92500(W) AD(       ) 3
 OV0354  NGVD 29 (07/19/86) 1574.1    (m)         5164.     (f) VERT ANG       
 OV0354
 OV0354.Superseded values are not recommended for survey control.
 OV0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0354.See file dsdata.txt to determine how the superseded data were derived.
 OV0354
 OV0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ9088513331(NAD 83)
 OV0354
 OV0354  HISTORY     - Date     Condition        Report By
 OV0354  HISTORY     - UNK      MONUMENTED
 OV0354  HISTORY     - 1968     GOOD             USGS
 OV0354
 OV0354                          STATION DESCRIPTION
 OV0354
 OV0354'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0354'STATION LOCATED ABOUT 5.5 MI. AIR NW. AT MIDWEST AND ABOUT 13.0 MI.
 OV0354'AIR SW. OF LINCH, WYOMING.
 OV0354'
 OV0354'TO REACH STATION FROM MIDWEST POST OFFICE, GO N. ONE BLOCK, THEN E.
 OV0354'ONE BLOCK, THEN N. ONE BLOCK, THENCE 0.4 MI. E. TO JUNCTION OF U.S.
 OV0354'HIGHWAY 87, THENCE N. 5.3 MI. ALONG U.S. HIGHWAY 87 TO A T-RD. E.,
 OV0354'THENCE 0.05 MI. E. TO A T-RD., THENCE N. 2.0 MI. TO A T-TRAIL E. AT
 OV0354'OLD RESERVOIR, TAKE LEFT N. FORK 0.3 MI. TO TOP OF HILL AND STATION
 OV0354'SITE.  STATION IS 102 FT. W. OF RD.
 OV0354'
 OV0354'RECOVERED.
 OV0354'
 OV0354'STATION MARK - STANDARD TABLET RIVETED AND CEMENTED IN TOP OF A 3-IN.
 OV0354'IRON PIPE PROJECTING 0.6 FT. ABOVE GROUND, STAMPED ---BEATON 1958---.
 OV0354'
 OV0354'REFERENCE MARKS NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0175 ***********************************************************************
 NS0175  DESIGNATION -  BEAVER
 NS0175  PID         -  NS0175
 NS0175  STATE/COUNTY-  WY/FREMONT
 NS0175  USGS QUAD   -  DEL MONTE RIDGE (1978)
 NS0175
 NS0175                         *CURRENT SURVEY CONTROL
 NS0175  ___________________________________________________________________
 NS0175* NAD 83(1993)-  42 44 57.98494(N)    108 28 34.52164(W)     ADJUSTED  
 NS0175* NAVD 88     -      1911.20   (+/-2cm)    6270.3    (feet)  VERTCON   
 NS0175  ___________________________________________________________________
 NS0175  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 NS0175  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 NS0175
 NS0175  HORZ ORDER  -  THIRD
 NS0175  VERT ORDER  -  THIRD ? (See Below)
 NS0175
 NS0175.The horizontal coordinates were established by classical geodetic methods
 NS0175.and adjusted by the National Geodetic Survey in January 1997..
 NS0175
 NS0175.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0175.The vertical order pertains to the NGVD 29 superseded value.
 NS0175
 NS0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0175
 NS0175.The geoid height was determined by GEOID03.
 NS0175
 NS0175;                    North         East     Units Scale Factor Converg.
 NS0175;SPC WYWC     -   249,857.102   622,410.440   MT  0.99994368   +0 11 08.9
 NS0175;UTM  12      - 4,736,079.997   706,545.436   MT  1.00012488   +1 42 49.3
 NS0175
 NS0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0175!SPC WYWC     -   0.99970237  x   0.99994368  =   0.99964606
 NS0175!UTM  12      -   0.99970237  x   1.00012488  =   0.99982721
 NS0175
 NS0175:                Primary Azimuth Mark                     Grid Az
 NS0175:SPC WYWC     -  BEAVER AZ MK                             026 35 14.1
 NS0175:UTM  12      -  BEAVER AZ MK                             025 03 33.7
 NS0175
 NS0175|---------------------------------------------------------------------|
 NS0175| PID    Reference Object                     Distance      Geod. Az  |
 NS0175|                                                           dddmmss.s |
 NS0175| CP5330 BEAVER AZ MK                                       0264623.0 |
 NS0175| CP4509 BEAVER RM 1                                        26422     |
 NS0175| CP4510 BEAVER RM 2                                        35839     |
 NS0175|---------------------------------------------------------------------|
 NS0175
 NS0175                          SUPERSEDED SURVEY CONTROL
 NS0175
 NS0175  NAD 83(1986)-  42 44 57.96949(N)    108 28 34.52435(W) AD(       ) 3
 NS0175  NAD 27      -  42 44 58.10800(N)    108 28 32.14200(W) AD(       ) 3
 NS0175  NGVD 29 (07/19/86) 1910.12   (m)         6266.8    (f) LEVELING    3  
 NS0175
 NS0175.Superseded values are not recommended for survey control.
 NS0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0175.See file dsdata.txt to determine how the superseded data were derived.
 NS0175
 NS0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0654536080(NAD 83)
 NS0175_MARKER: DS = TRIANGULATION STATION DISK
 NS0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0175
 NS0175  HISTORY     - Date     Condition        Report By
 NS0175  HISTORY     - 1936     MONUMENTED       CGS
 NS0175  HISTORY     - 1936     GOOD             USGS
 NS0175  HISTORY     - 1951     GOOD             USGS
 NS0175
 NS0175                          STATION DESCRIPTION
 NS0175
 NS0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0175'ABOUT 17 MILES AIR LINE EAST-SOUTHEAST OF LANDER, NEAR NORTH
 NS0175'END OF NORTH-SOUTH RIDGE IN BADLANDS BETWEEN HEADWATERS OF
 NS0175'EAST BRANCH OF POPO AGIE RIVER AND BEAVER RIVER.  TO REACH
 NS0175'FROM JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY 287 AT
 NS0175'EAST END OF LANDER, GO NORTHEAST ON U.S. HIGHWAY 287.  AT
 NS0175'6.5 MILES TURN RIGHT OFF HIGHWAY ONTO DIRT ROAD WHICH SOON
 NS0175'JOINS SIDE HILL ROAD.  TURN RIGHT (SOUTH) ONTO SIDEHILL ROAD,
 NS0175'AND AT 7.3 MILES TAKE RIGHT FORK AND FOLLOW MAIN-TRAVELED
 NS0175'ROAD.  AT 8.0 MILES, T-ROAD, TURN LEFT (EAST).  AT 9.2 MILES,
 NS0175'T-ROAD SOUTH AT WEST BROW OF HILL, TURN RIGHT (SOUTH) AND
 NS0175'FOLLOW ROAD ALONG EAST SIDE OF FENCE LINE.  AT 10.1
 NS0175'MILES TAKE LEFT FORK AND GO SOUTHEAST.  AT 10.4 MILES TAKE
 NS0175'LEFT FORK.  AT 12.5 MILES TAKE LEFT FORK ABOUT 100 FEET
 NS0175'SOUTH OF WASH AND FOLLOW WINDING ROAD.  AT 18.0 MILES,
 NS0175'CROSS ROAD, TURN RIGHT.  AT 18.8 MILES, DIM INTERSECTION,
 NS0175'KEEP STRAIGHT AHEAD ON RIGHT FORK.  AT 18.9 MILES,
 NS0175'INTERSECTION, KEEP STRAIGHT AHEAD.  AT 19.1 MILES, DIM ROAD
 NS0175'ENTERS BRIGHTER ROAD, TURN RIGHT ONTO BRIGHTER ROAD.  AT
 NS0175'19.9 MILES, Y, TAKE RIGHT FORK.  AT 21.3 MILES, Y, TAKE
 NS0175'LEFT FORK. AT 21.4 MILES, INTERSECTION, TURN LEFT.  AT
 NS0175'21.7 MILES, CROSS ROAD AND Y, TURN RIGHT (SOUTH) AND FOLLOW
 NS0175'ROAD SOUTH ALONG TOP OF RIDGE.  AT 22.7 MILES, AZIMUTH MARK
 NS0175'IS TO RIGHT OF ROAD.  AT 23.6 MILES, REACH STATION, 65
 NS0175'YARDS TO RIGHT (WEST) OF ROAD, ABOUT 25 YARDS EAST OF WEST
 NS0175'BROW OF RIDGE, AND ABOUT 150 YARDS EAST OF SOUTH END OF DITCH
 NS0175'ERODED IN VALLEY TO WEST.  STATION IS ON HIGHEST POINT IN
 NS0175'VICINITY.  OVERLOOKS VALLEY OF BEAVER RIVER.  STATION RIDGE
 NS0175'CONTINUES TO CLIMB TO SOUTH.  SURFACE AND UNDERGROUND MARKS
 NS0175'ARE STANDARD DISKS IN CONCRETE.  REFERENCE
 NS0175'AND AZIMUTHS MARKS ARE STANDARD DISKS IN CONCRETE.
 NS0175'STATION AND REFERENCE MARKS PROJECT ABOUT 8 INCHES ABOVE
 NS0175'GROUND.  NO. 1 IS 11.278 METERS (37.00 FEET) WEST OF STATION
 NS0175'S 84 DEG 22 MIN W.  NO. 2 IS 11.512 METERS (37.77 FEET)
 NS0175'NORTH N 01 DEG 21 MIN W.  DISTANCE BETWEEN
 NS0175'REFERENCE MARKS IS 16.705 METERS (54.81 FEET).  AZIMUTH
 NS0175'MARK IS ON KNOLL COVERED WITH SHORT GROWTH OF RUSSIAN THISTLE,
 NS0175'ON HIGHEST POINT IN VICINITY, ABOUT 9 YARDS WEST OF DIM
 NS0175'ROAD (SEE ROUTE TO STATION, ABOVE), AND ABOUT 3 YARDS EAST OF
 NS0175'BROW OF KNOLL AT HEAD OF DRAW TO WEST AND APPROXIMATELY
 NS0175'0.9 MILE NORTHEAST OF STATION N 26 DEG 46 MIN E.
 NS0175
 NS0175                          STATION RECOVERY (1936)
 NS0175
 NS0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 NS0175'FOUND AS DESCRIBED AND IN GOOD CONDITION.
 NS0175
 NS0175                          STATION RECOVERY (1951)
 NS0175
 NS0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0175'RECOVERY NOTE BY USGS, 1951--STATION FOUND AS DESCRIBED AND FOUND IN
 NS0175'GOOD CONDITION.
 NS0175'
 NS0175'STATION MARK--STANDARD DISK IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0462 ***********************************************************************
 PW0462  DESIGNATION -  BEAVER
 PW0462  PID         -  PW0462
 PW0462  STATE/COUNTY-  WY/JOHNSON
 PW0462  USGS QUAD   -  ROBINSON CANYON (1967)
 PW0462
 PW0462                         *CURRENT SURVEY CONTROL
 PW0462  ___________________________________________________________________
 PW0462* NAD 83(1993)-  44 00 39.15938(N)    106 45 55.28417(W)     ADJUSTED  
 PW0462* NAVD 88     -      1621.1    (meters)    5319.     (feet)  VERTCON   
 PW0462  ___________________________________________________________________
 PW0462  LAPLACE CORR-         -25.12  (seconds)                    DEFLEC99
 PW0462  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 PW0462  OBS GRAVITY -     980,049.8   (mgal)                       GRAV_OBS
 PW0462
 PW0462  HORZ ORDER  -  THIRD
 PW0462
 PW0462.The horizontal coordinates were established by classical geodetic methods
 PW0462.and adjusted by the National Geodetic Survey in January 1997..
 PW0462
 PW0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0462
 PW0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0462
 PW0462.The geoid height was determined by GEOID03.
 PW0462.The observed gravity was obtained from relative gravimeter ties
 PW0462.to the IGSN71 gravity network.
 PW0462
 PW0462;                    North         East     Units Scale Factor Converg.
 PW0462;SPC WYEC     -   490,114.727   445,544.099   MT  0.99996300   +0 23 40.7
 PW0462;UTM  13      - 4,874,595.937   358,489.146   MT  0.99984630   -1 13 36.3
 PW0462
 PW0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0462!SPC WYEC     -   0.99974771  x   0.99996300  =   0.99971072
 PW0462!UTM  13      -   0.99974771  x   0.99984630  =   0.99959405
 PW0462
 PW0462:                Primary Azimuth Mark                     Grid Az
 PW0462:SPC WYEC     -  PURDY                                    100 45 40.4
 PW0462:UTM  13      -  PURDY                                    102 22 57.4
 PW0462
 PW0462|---------------------------------------------------------------------|
 PW0462| PID    Reference Object                     Distance      Geod. Az  |
 PW0462|                                                           dddmmss.s |
 PW0462| OV0361 PURDY                               APPROX.12.6 KM 1010921.1 |
 PW0462|---------------------------------------------------------------------|
 PW0462
 PW0462                          SUPERSEDED SURVEY CONTROL
 PW0462
 PW0462  NAD 83(1986)-  44 00 39.14679(N)    106 45 55.25817(W) AD(       ) 3
 PW0462  NAD 27      -  44 00 39.21949(N)    106 45 53.04265(W) AD(       ) 3
 PW0462  NGVD 29 (07/19/86) 1620.3    (m)         5316.     (f) VERT ANG       
 PW0462
 PW0462.Superseded values are not recommended for survey control.
 PW0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0462.See file dsdata.txt to determine how the superseded data were derived.
 PW0462
 PW0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ5848974596(NAD 83)
 PW0462
 PW0462  HISTORY     - Date     Condition        Report By
 PW0462  HISTORY     - 1958     MONUMENTED       USGS
 PW0462  HISTORY     - 1959     GOOD             USGS
 PW0462
 PW0462                          STATION DESCRIPTION
 PW0462
 PW0462'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PW0462'STATION IS LOCATED ABOUT 12.1 MI. AIR NE. OF MAYWORTH AND ABOUT 21.0
 PW0462'MI. AIR NW. OF KAYCEE, WYOMING.
 PW0462'
 PW0462'TO REACH STATION FROM MAYOWORTH JUNCTION, FOLLOW COUNTY RD.N.FOR 6.0
 PW0462'MI.TO A T-RD.E.CONTINUE ON N. 9.2 MI. TO A CATTLEGUARD IN AN E-W.FENCE
 PW0462'THENCE E. 0.05 MI. THROUGH GATE, THENCE N. 0.15 MI. TO A SHARP SADDLE,
 PW0462'THENCE W. ALONG RIDGE 0.15 MI. TO TOP OF HILL AND STATION SITE.
 PW0462'
 PW0462'STATION MARK - A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.5
 PW0462'FT. ABOVE GROUND AND STAMPED --- BEAVER 1958 ---.
 PW0462'
 PW0462'REFERENCE MARKS - NONE.
 PW0462'
 PW0462'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0505 ***********************************************************************
 PW0505  DESIGNATION -  BEAVER
 PW0505  PID         -  PW0505
 PW0505  STATE/COUNTY-  WY/SHERIDAN
 PW0505  USGS QUAD   -  BEAVER CREEK HILLS (1993)
 PW0505
 PW0505                         *CURRENT SURVEY CONTROL
 PW0505  ___________________________________________________________________
 PW0505* NAD 83(1993)-  44 43 20.56693(N)    107 03 13.48400(W)     ADJUSTED  
 PW0505* NAVD 88     -      1434.3    (meters)    4706.     (feet)  VERTCON   
 PW0505  ___________________________________________________________________
 PW0505  LAPLACE CORR-         -17.27  (seconds)                    DEFLEC99
 PW0505  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 PW0505
 PW0505  HORZ ORDER  -  SECOND
 PW0505
 PW0505.The horizontal coordinates were established by classical geodetic methods
 PW0505.and adjusted by the National Geodetic Survey in January 1997..
 PW0505
 PW0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0505
 PW0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0505
 PW0505.The geoid height was determined by GEOID03.
 PW0505
 PW0505;                    North         East     Units Scale Factor Converg.
 PW0505;SPC WYEC     -   569,052.655   422,149.423   MT  0.99994353   +0 11 48.3
 PW0505;UTM  13      - 4,954,162.709   337,353.288   MT  0.99992531   -1 26 43.7
 PW0505
 PW0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0505!SPC WYEC     -   0.99977707  x   0.99994353  =   0.99972061
 PW0505!UTM  13      -   0.99977707  x   0.99992531  =   0.99970239
 PW0505
 PW0505|---------------------------------------------------------------------|
 PW0505| PID    Reference Object                     Distance      Geod. Az  |
 PW0505|                                                           dddmmss.s |
 PW0505| CQ5023 BEAVER RM 1                           6.779 METERS 08743     |
 PW0505| CQ5022 BEAVER AZ MK                                       1403615.1 |
 PW0505| PW0478 ATT CO RELAY TWR WNW OF BANNER      APPROX.16.4 KM 1405646.0 |
 PW0505| CQ5024 BEAVER RM 2                           7.966 METERS 19136     |
 PW0505|---------------------------------------------------------------------|
 PW0505
 PW0505                          SUPERSEDED SURVEY CONTROL
 PW0505
 PW0505  NAD 83(1986)-  44 43 20.55080(N)    107 03 13.46315(W) AD(       ) 2
 PW0505  NAD 27      -  44 43 20.65450(N)    107 03 11.21610(W) AD(       ) 2
 PW0505  NGVD 29 (07/19/86) 1433.5    (m)         4703.     (f) VERT ANG       
 PW0505
 PW0505.Superseded values are not recommended for survey control.
 PW0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0505.See file dsdata.txt to determine how the superseded data were derived.
 PW0505
 PW0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3735354163(NAD 83)
 PW0505_MARKER: DS = TRIANGULATION STATION DISK
 PW0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0505
 PW0505  HISTORY     - Date     Condition        Report By
 PW0505  HISTORY     - 1957     MONUMENTED       CGS
 PW0505  HISTORY     - 1967     GOOD             CGS
 PW0505
 PW0505                          STATION DESCRIPTION
 PW0505
 PW0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0505'STATION IS ABOUT 7 MILES SOUTHWEST OF SHERIDAN, ABOUT 4-1/2
 PW0505'MILES NORTHWEST OF BIG HORN ON THE HIGHEST POINT OF A HIGH
 PW0505'RANGE OF HILLS KNOWN AS BEAVER CREEK HILLS.
 PW0505'
 PW0505'REACHED FROM THE FIRST NATIONAL BANK IN SHERIDAN BY GOING WEST
 PW0505'ON WEST LOUCKS STREET AND FOLLOWING MACADAM ROAD FOR 6.35
 PW0505'MILES TO CROSSROADS AND BRICK SCHOOLHOUSE IN THE SOUTHWEST ANGLE
 PW0505'OF INTERSECTION, JUST AFTER CROSSING CONCRETE BRIDGE ACROSS
 PW0505'BIG GOOSE CREEK, TURN LEFT, SOUTHERLY, FOR 3.55 MILES TO A
 PW0505'SIDE ROAD LEFT AT MAIL BOX OF DALE J. YETTER ON THE LEFT,
 PW0505'TURN LEFT EASTERLY AND NORTHERLY FOR 0.85 MILE TO THE HOME OF
 PW0505'MR. YETTER, PASS THROUGH GATE JUST NORTHWEST OF THE NORTHWEST
 PW0505'CORNER OF A GARAGE, TURN SHARP RIGHT AND FOLLOW TRACK ROAD,
 PW0505'PASSING THROUGH TWO GATES FOR 0.85 MILE TO THE TOP OF A
 PW0505'SADDLE (TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT
 PW0505'AND FOLLOW RIDGE FOR 0.1 MILE TO A WIRE FENCE AND THE
 PW0505'MARK), TURN LEFT AND FOLLOW THE RIDGE, PASSING TO THE LEFT
 PW0505'OF AN OLD LOG CABIN, FOR 0.15 MILE TO A FENCE, TURN RIGHT,
 PW0505'FOLLOWING FENCE, FOR 0.1 MILE TO STATION.
 PW0505'
 PW0505'STATION MARKS ARE STANDARD DISKS, STAMPED BEAVER 1957.  THE
 PW0505'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE CONCRETE
 PW0505'POST PROJECTING 4 INCHES.  IT IS 6 FEET EAST OF A WIRE
 PW0505'FENCE AND 6 FEET EAST OF A TRIANGLE BLAZE ON THE EAST SIDE OF
 PW0505'A FENCE POST.  A WHITE POST WAS SET 2 FEET NORTHWEST OF THE
 PW0505'MARK.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF
 PW0505'CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 PW0505'
 PW0505'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAVER NO 1 1957,
 PW0505'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 PW0505'6 INCHES.  IT IS 28 FEET EAST OF A WIRE FENCE, 24 FEET EAST
 PW0505'OF A WHITE POST AND 28 FEET EAST OF THE TRIANGLE BLAZE.
 PW0505'
 PW0505'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAVER NO 2 1957,
 PW0505'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 PW0505'4 INCHES.  IT IS 27 FEET SOUTH OF A WHITE POST, 26 FEET SOUTH
 PW0505'OF THE TRIANGLE BLAZE, AND 1 FOOT EAST OF THE WIRE FENCE.
 PW0505'
 PW0505'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEAVER 1957, SET IN
 PW0505'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 7
 PW0505'INCHES.  IT IS 1 FOOT NORTH OF A WIRE FENCE.  A WHITE POST
 PW0505'WAS SET 2 FEET WEST OF THE MARK.
 PW0505
 PW0505                          STATION RECOVERY (1967)
 PW0505
 PW0505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 PW0505'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK
 PW0505'WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 PW0505'
 PW0505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 7
 PW0505'MILES SW OF SHERIDAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0779 ***********************************************************************
 OX0779  DESIGNATION -  BEAVER RESET
 OX0779  PID         -  OX0779
 OX0779  STATE/COUNTY-  WY/SUBLETTE
 OX0779  USGS QUAD   -  SIGNAL HILL (1982)
 OX0779
 OX0779                         *CURRENT SURVEY CONTROL
 OX0779  ___________________________________________________________________
 OX0779* NAD 83(1993)-  43 05 10.19928(N)    110 07 49.33269(W)     ADJUSTED  
 OX0779* NAVD 88     -      2502.     (meters)    8209.     (feet)  VERTCON   
 OX0779  ___________________________________________________________________
 OX0779  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 OX0779  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 OX0779
 OX0779  HORZ ORDER  -  THIRD
 OX0779
 OX0779.The horizontal coordinates were established by classical geodetic methods
 OX0779.and adjusted by the National Geodetic Survey in January 1997..
 OX0779
 OX0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0779
 OX0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0779
 OX0779.The geoid height was determined by GEOID03.
 OX0779
 OX0779;                    North         East     Units Scale Factor Converg.
 OX0779;SPC WY W     -   387,226.795   796,170.172   MT  0.99993768   -0 01 55.7
 OX0779;UTM  12      - 4,770,750.462   570,783.150   MT  0.99966163   +0 35 38.6
 OX0779
 OX0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0779!SPC WY W     -   0.99960953  x   0.99993768  =   0.99954724
 OX0779!UTM  12      -   0.99960953  x   0.99966163  =   0.99927130
 OX0779
 OX0779:                Primary Azimuth Mark                     Grid Az
 OX0779:SPC WY W     -  ALEXANDER                                105 48 45.6
 OX0779:UTM  12      -  ALEXANDER                                105 11 11.3
 OX0779
 OX0779|---------------------------------------------------------------------|
 OX0779| PID    Reference Object                     Distance      Geod. Az  |
 OX0779|                                                           dddmmss.s |
 OX0779| OW0359 ALEXANDER                           APPROX.12.9 KM 1054649.9 |
 OX0779|---------------------------------------------------------------------|
 OX0779
 OX0779                          SUPERSEDED SURVEY CONTROL
 OX0779
 OX0779  NAD 83(1993)-  43 05 10.19435(N)    110 07 49.32784(W) AD(       ) 3
 OX0779  NAD 83(1986)-  43 05 10.17889(N)    110 07 49.32052(W) AD(       ) 3
 OX0779  NAD 27      -  43 05 10.39967(N)    110 07 46.71966(W) AD(       ) 3
 OX0779  NGVD 29 (07/19/86) 2500.     (m)         8202.     (f) VERT ANG       
 OX0779
 OX0779.Superseded values are not recommended for survey control.
 OX0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0779.See file dsdata.txt to determine how the superseded data were derived.
 OX0779
 OX0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN7078370750(NAD 83)
 OX0779
 OX0779  HISTORY     - Date     Condition        Report By
 OX0779  HISTORY     - 1966     MONUMENTED       CGS
 OX0779  HISTORY     - 1966     GOOD             USGS
 OX0779
 OX0779                          STATION DESCRIPTION
 OX0779
 OX0779'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0779'RECOVERED AND REDESCRIBED AS FOLLOWS, LOCATED IN
 OX0779'SUBLETTE COUNTY, WYOMING ABOUT 20.3 MI. NW. OF PINEDALE AND 15.5 MI.
 OX0779'N. OF DANIEL ON A FLAT-TOPPED GRASSY HILL.  STATION IS 129 FT. N. OF A
 OX0779'10 FT. X 10 FT. X 4 FT. BOULDER AND 129 FT. E. OF A N-S. FENCE.
 OX0779'
 OX0779'TO REACH FROM THE PINEDALE POST OFFICE, GO W. ON U.S. HIGHWAY NO.187
 OX0779'FOR 12.0 MI. TO DANIEL JUNCTION, TURN RIGHT ON U.S HIGHWAY 187-189 FOR
 OX0779'12.6 MI. TO CROSSROAD, TURN RIGHT THROUGH GATE AND FOLLOW MAIN
 OX0779'TRAVELED DIRT RD. FOR 2.5 MI. TO Y-RD.,  TAKE LEFT FORK FOR 0.5 MI. TO
 OX0779'GATE, CONTINUE ON RD. FOR 0.1 MI. AND THEN GO LEFT UP HILL ACROSS
 OX0779'COUNTRY FOR 0.5 MI. TO TOP AND STATION.
 OX0779'
 OX0779'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN LARGE BOULDER,
 OX0779'STAMPED ---BEAVER 1905 8200 ET 1966---.
 OX0779'
 OX0779'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0157 ***********************************************************************
 NS0157  DESIGNATION -  BEAVERTON
 NS0157  PID         -  NS0157
 NS0157  STATE/COUNTY-  WY/FREMONT
 NS0157  USGS QUAD   -  ELKHORN SPRINGS (1953)
 NS0157
 NS0157                         *CURRENT SURVEY CONTROL
 NS0157  ___________________________________________________________________
 NS0157* NAD 83(1993)-  42 43 41.81615(N)    108 07 03.21999(W)     ADJUSTED  
 NS0157* NAVD 88     -      2250.6    (meters)    7384.     (feet)  VERTCON   
 NS0157  ___________________________________________________________________
 NS0157  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 NS0157  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 NS0157
 NS0157  HORZ ORDER  -  THIRD
 NS0157
 NS0157.The horizontal coordinates were established by classical geodetic methods
 NS0157.and adjusted by the National Geodetic Survey in January 1997..
 NS0157
 NS0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0157
 NS0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0157
 NS0157.The geoid height was determined by GEOID03.
 NS0157
 NS0157;                    North         East     Units Scale Factor Converg.
 NS0157;SPC WYWC     -   247,664.477   651,793.182   MT  0.99997049   +0 25 44.9
 NS0157;UTM  12      - 4,734,671.165   735,983.489   MT  1.00028518   +1 57 24.1
 NS0157
 NS0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0157!SPC WYWC     -   0.99964921  x   0.99997049  =   0.99961971
 NS0157!UTM  12      -   0.99964921  x   1.00028518  =   0.99993429
 NS0157
 NS0157:                Primary Azimuth Mark                     Grid Az
 NS0157:SPC WYWC     -  ASBELL                                   002 23 54.7
 NS0157:UTM  12      -  ASBELL                                   000 52 15.5
 NS0157
 NS0157|---------------------------------------------------------------------|
 NS0157| PID    Reference Object                     Distance      Geod. Az  |
 NS0157|                                                           dddmmss.s |
 NS0157| NS0147 ASBELL                              APPROX. 4.5 KM 0024939.6 |
 NS0157| NS0153 SANDRAW OIL STACK                   APPROX. 6.4 KM 3050855.6 |
 NS0157|---------------------------------------------------------------------|
 NS0157
 NS0157                          SUPERSEDED SURVEY CONTROL
 NS0157
 NS0157  NAD 83(1986)-  42 43 41.80138(N)    108 07 03.22287(W) AD(       ) 3
 NS0157  NAD 27      -  42 43 41.94586(N)    108 07 00.89648(W) AD(       ) 3
 NS0157  NGVD 29 (07/19/86) 2249.4    (m)         7380.     (f) VERT ANG       
 NS0157
 NS0157.Superseded values are not recommended for survey control.
 NS0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0157.See file dsdata.txt to determine how the superseded data were derived.
 NS0157
 NS0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3598334671(NAD 83)
 NS0157_MARKER: DD = SURVEY DISK
 NS0157_SETTING: 0 = UNSPECIFIED SETTING
 NS0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0157
 NS0157  HISTORY     - Date     Condition        Report By
 NS0157  HISTORY     - 1948     MONUMENTED       USGS
 NS0157
 NS0157                          STATION DESCRIPTION
 NS0157
 NS0157'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NS0157'STATION LOCATED ABOUT 35 MI. SW. OF LANDER, WYOMING, 4 MI. SE. OF
 NS0157'SANDRAW, WYOMING, 25 MI. SE. OF RIVERTON, WYOMING AND ON THE TOP OF A
 NS0157'VERY PROMINIENT BUTTE.
 NS0157'
 NS0157'TO REACH FROM THE POST OFFICE IN LANDER, WYOMING, GO S. 1 BLK. TO MAIN
 NS0157'ST.  TURN LEFT AND GO SE. ON U.S. HIGHWAY 287 FOR 7.4 MI. TO THE SOUTH
 NS0157'PASS RD.TAKE LEFT FORK AND CONTINUE SE. ON U.S. HIGHWAY 287 FOR 32 MI.
 NS0157'TO SANDRAW RD. TURN LEFT N. AND FOLLOW SANDRAW RD. FOR 7.2 MI. TO RD.
 NS0157'FORKS.TURN RIGHT NE.FOR 6.6 MI. TO RD. FORKS.TAKE LEFT FORK N. FOR 0.4
 NS0157'MI. TO CROSSROADS AT WINDMILL.  TURN LEFT W. FOR 1.0 MI. TO CROSSROADS
 NS0157'TURN RIGHT N. FOR 1.2 MI. TO RD. FORK.  TAKE RIGHT FORK N. FOR 0.5 MI.
 NS0157'TURN RIGHT, CROSS COUNTRY, UP BUTTE FOR 0.7 MI. TO TOP OF BUTTE AND
 NS0157'STATION.
 NS0157'
 NS0157'STATION MARK - A STANDARD TABLET STAMPED ---BEAVERTON 1948--- SET IN
 NS0157'TOP OF A CONCRETE POST.
 NS0157'
 NS0157'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET STAMPED ---BEAVERTON
 NS0157'NO. 1 1948--- SET IN TOP OF A CONCRETE POST, 23.41 FT. FROM STATION,
 NS0157'S 33 DEG 19 MIN W.
 NS0157'
 NS0157'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET STAMPED ---BEAVERTON
 NS0157'NO.2 1948--- SET IN TOP OF A CONCRETE POST 26.59 FT. E. OF STATION,
 NS0157'N 30 DEG 35 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1269 ***********************************************************************
 PY1269  CBN         -  This is a Cooperative Base Network Control Station.
 PY1269  DESIGNATION -  BECHLER
 PY1269  PID         -  PY1269
 PY1269  STATE/COUNTY-  WY/TETON
 PY1269  USGS QUAD   -  BECHLER FALLS (1989)
 PY1269
 PY1269                         *CURRENT SURVEY CONTROL
 PY1269  ___________________________________________________________________
 PY1269* NAD 83(1993)-  44 08 57.53466(N)    111 02 44.30290(W)     ADJUSTED  
 PY1269* NAVD 88     -      1958.0    (meters)    6424.     (feet)  GPS OBS   
 PY1269  ___________________________________________________________________
 PY1269  X           -  -1,646,646.061 (meters)                     COMP
 PY1269  Y           -  -4,279,467.589 (meters)                     COMP
 PY1269  Z           -   4,421,368.248 (meters)                     COMP
 PY1269  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 PY1269  ELLIP HEIGHT-        1948.41  (meters)          (09/07/01) GPS OBS
 PY1269  GEOID HEIGHT-          -9.51  (meters)                     GEOID03
 PY1269
 PY1269  HORZ ORDER  -  B
 PY1269  ELLP ORDER  -  FOURTH    CLASS I
 PY1269
 PY1269.The horizontal coordinates were established by GPS observations
 PY1269.and adjusted by the National Geodetic Survey in May 1992..
 PY1269
 PY1269.The orthometric height was determined by GPS observations and a
 PY1269.high-resolution geoid model.
 PY1269
 PY1269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1269
 PY1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1269
 PY1269.The ellipsoidal height was determined by GPS observations
 PY1269.and is referenced to NAD 83.
 PY1269
 PY1269.The geoid height was determined by GEOID03.
 PY1269
 PY1269;                    North         East     Units Scale Factor Converg.
 PY1269;SPC WY W     -   505,789.569   723,015.597   MT  1.00001036   -0 40 13.1
 PY1269;UTM  12      - 4,888,458.179   496,350.067   MT  0.99960016   -0 01 54.4
 PY1269
 PY1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1269!SPC WY W     -   0.99969458  x   1.00001036  =   0.99970493
 PY1269!UTM  12      -   0.99969458  x   0.99960016  =   0.99929486
 PY1269
 PY1269                          SUPERSEDED SURVEY CONTROL
 PY1269
 PY1269  ELLIP H (05/15/92) 1948.51   (m)                       GP(       ) 4 2
 PY1269  NAD 83(1986)-  44 08 57.52533(N)    111 02 44.28725(W) AD(       ) 1
 PY1269  NGVD 29 (04/22/91) 1956.7    (m)         6420.     (f) GPS OBS        
 PY1269
 PY1269.Superseded values are not recommended for survey control.
 PY1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1269.See file dsdata.txt to determine how the superseded data were derived.
 PY1269
 PY1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP9635088458(NAD 83)
 PY1269_MARKER: DH = HORIZONTAL CONTROL DISK
 PY1269_SETTING: 80 = SET IN A BOULDER
 PY1269_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PY1269_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1269+STABILITY: SURFACE MOTION
 PY1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1269+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1269
 PY1269  HISTORY     - Date     Condition        Report By
 PY1269  HISTORY     - 1987     MONUMENTED       NGS
 PY1269
 PY1269                          STATION DESCRIPTION
 PY1269
 PY1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1269'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI)
 PY1269'NORTHEAST OF ASHTON ID,
 PY1269'4.8 KM (3 MI) EAST-NORTHEAST OF THE SOUTHWEST CORNER OF YELLOWSTONE
 PY1269'NATIONAL PARK,
 PY1269'1.9 KM (1.2 MI) NORTH OF THE SOUTH BORDER OF THE PARK, AT THE
 PY1269'BECHLER RANGER STATION, INSIDE A FENCED GRAZING PEN NEXT TO A
 PY1269'CORRAL.
 PY1269'OWNERSHIP--NATIONAL PARK SERVICE.
 PY1269'
 PY1269'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 PY1269'HIGHWAY 47 IN ASHTON, GO EAST FOR 9.7 KM (6.05 MI) ON HIGHWAY 47 TO
 PY1269'A PAVED ROAD RIGHT AT SIGN, CAVE FALLS 19.
 PY1269'TURN RIGHT AND GO EAST FOR 9.3 KM (5.8 MI) ON GREEN TIMBER ROAD TO
 PY1269'A CROSSROAD AT SIGN, PORCUPINE GUARD STATION.
 PY1269'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 17.2 KM (10.7 MI) ON THE
 PY1269'GRAVEL ROAD TO A ROAD LEFT, AT THE STATE LINE.  TURN LEFT AND GO
 PY1269'NORTH FOR 2.4 KM (1.5 MI) TO THE END OF ROAD AT THE RANGER STATION
 PY1269'AND THE STATION ON THE RIGHT BEHIND A BARN, ABOUT 75 METERS (246
 PY1269'FT) SOUTH OF THE RANGER STATION.
 PY1269'
 PY1269'THE STATION IS A STANDARD NGS DISK
 PY1269'STAMPED---BECHLER 1987---,
 PY1269'SET INTO A DRILL HOLE IN A ROUND EXPOSED BOULDER 40 CM IN DIAMETER
 PY1269'PROJECTING 2 CM ABOVE GROUND.  LOCATED
 PY1269'10.5 METERS (34.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 PY1269'BARN,
 PY1269'5.9 METERS (19.4 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A
 PY1269'WOODEN TROUGH,
 PY1269'4.7 METERS (15.4 FT) SOUTH FROM THE GRAZING PEN FENCE AND
 PY1269'4.5 METERS (14.8 FT) NORTHEAST FROM THE CORRAL FENCE.
 PY1269'
 PY1269'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY1269'
 PY1269'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1269'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1269'
 PY1269'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1269'
 PY1269'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0500 ***********************************************************************
 PW0500  DESIGNATION -  BECKTON
 PW0500  PID         -  PW0500
 PW0500  STATE/COUNTY-  WY/SHERIDAN
 PW0500  USGS QUAD   -  WOLF (1993)
 PW0500
 PW0500                         *CURRENT SURVEY CONTROL
 PW0500  ___________________________________________________________________
 PW0500* NAD 83(1993)-  44 46 04.61426(N)    107 10 08.74759(W)     ADJUSTED  
 PW0500* NAVD 88     -      1406.8    (meters)    4615.     (feet)  VERTCON   
 PW0500  ___________________________________________________________________
 PW0500  LAPLACE CORR-         -21.34  (seconds)                    DEFLEC99
 PW0500  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 PW0500
 PW0500  HORZ ORDER  -  SECOND
 PW0500
 PW0500.The horizontal coordinates were established by classical geodetic methods
 PW0500.and adjusted by the National Geodetic Survey in January 1997..
 PW0500
 PW0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0500
 PW0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0500
 PW0500.The geoid height was determined by GEOID03.
 PW0500
 PW0500;                    North         East     Units Scale Factor Converg.
 PW0500;SPC WYEC     -   574,091.337   413,000.901   MT  0.99993958   +0 06 56.4
 PW0500;UTM  13      - 4,959,461.622   328,352.967   MT  0.99996231   -1 31 40.5
 PW0500
 PW0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0500!SPC WYEC     -   0.99978131  x   0.99993958  =   0.99972090
 PW0500!UTM  13      -   0.99978131  x   0.99996231  =   0.99974363
 PW0500
 PW0500|---------------------------------------------------------------------|
 PW0500| PID    Reference Object                     Distance      Geod. Az  |
 PW0500|                                                           dddmmss.s |
 PW0500| CQ5030 BECKTON RM 1                         11.997 METERS 14151     |
 PW0500| CQ5031 BECKTON RM 2                         14.821 METERS 23814     |
 PW0500| CQ5029 BECKTON AZ MK                                      3375928.9 |
 PW0500|---------------------------------------------------------------------|
 PW0500
 PW0500                          SUPERSEDED SURVEY CONTROL
 PW0500
 PW0500  NAD 83(1986)-  44 46 04.59761(N)    107 10 08.72971(W) AD(       ) 2
 PW0500  NAD 27      -  44 46 04.70480(N)    107 10 06.46520(W) AD(       ) 2
 PW0500  NGVD 29 (07/19/86) 1406.0    (m)         4613.     (f) VERT ANG       
 PW0500
 PW0500.Superseded values are not recommended for survey control.
 PW0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0500.See file dsdata.txt to determine how the superseded data were derived.
 PW0500
 PW0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK2835359462(NAD 83)
 PW0500_MARKER: DS = TRIANGULATION STATION DISK
 PW0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0500
 PW0500  HISTORY     - Date     Condition        Report By
 PW0500  HISTORY     - 1957     MONUMENTED       CGS
 PW0500
 PW0500                          STATION DESCRIPTION
 PW0500
 PW0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0500'STATION IS ABOUT 11 MILES WEST OF SHERIDAN AND ABOUT 3 MILES
 PW0500'NORTHWEST OF BECKTON, ON THE HIGHEST POINT IN THE IMMEDIATE
 PW0500'VICINITY, AND IS ON A GRAVELED ROAD RIGHT-OF-WAY.
 PW0500'
 PW0500'REACHED FROM THE FIRST NATIONAL BANK AND THE INTERSECTION OF
 PW0500'MAIN AND LOUCKS STREETS IN SHERIDAN BY GOING WEST ON LOUCKS
 PW0500'STREET AND FOLLOWING A MACADAM ROAD WESTERLY FOR 9.15 MILES
 PW0500'TO A DIAGONAL CROSSROADS AND TWO SMALL BRICK BUILDINGS ON THE
 PW0500'LEFT, (MACADAM ROAD TURNS LEFT AT THIS POINT) TURN RIGHT AND
 PW0500'FOLLOW A GRAVELED ROAD NORTHWESTERLY FOR 2.7 MILES TO THE
 PW0500'STATION ON THE RIGHT.  CONTINUE ON THE GRAVELED ROAD FOR 0.5
 PW0500'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PW0500'
 PW0500'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 PW0500'CONCRETE POSTS.
 PW0500'
 PW0500'STATION MARKS ARE STAMPED BECKTON 1957.  THE SURFACE MARK
 PW0500'PROJECTS 6 INCHES AND IS 23 FEET NORTHEAST OF A GRAVELED ROAD,
 PW0500'2 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 53 FEET
 PW0500'SOUTHEAST OF A TELEPHONE POLE WITH A TRIANGULAR BLAZE ON THE WEST
 PW0500'SIDE, 49 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE.
 PW0500'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 5 FEET NORTHWEST OF THE
 PW0500'MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 PW0500'CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 PW0500'
 PW0500'REFERENCE MARK 1 IS STAMPED BECKTON NO 1 1957 AND PROJECTS
 PW0500'6 INCHES.  IT IS 22 FEET NORTHEAST OF THE CENTER OF THE
 PW0500'GRAVELED ROAD, 1 FOOT SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 PW0500'FENCE, 92 FEET SOUTHEAST OF THE TRIANGLE BLAZED TELEPHONE POLE.
 PW0500'
 PW0500'REFERENCE MARK 2 IS STAMPED BECKTON NO 2 1957 AND PROJECTS
 PW0500'5 INCHES.  IT IS 25 FEET SOUTHWEST OF THE CENTER OF THE
 PW0500'GRAVELED ROAD, 1 FOOT NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 PW0500'FENCE, AND 70 FEET SOUTH OF THE TRIANGLE BLAZED TELEPHONE POLE.
 PW0500'
 PW0500'AZIMUTH MARK IS STAMPED BECKTON 1957 AND PROJECTS 5 INCHES.
 PW0500'IT IS ON THE ROAD RIGHT-OF-WAY, 33 FEET NORTHEAST OF THE
 PW0500'CENTER OF THE GRAVELED ROAD, 1 FOOT SOUTHWEST OF THE NORTHEAST
 PW0500'RIGHT-OF-WAY FENCE, 135 FEET SOUTHEAST OF A T-FENCE CORNER,
 PW0500'AND 74 FEET EAST OF A TELEPHONE POLE.  A 4 IN X 4 IN WHITE
 PW0500'WITNESS POST WAS SET 2 FEET NORTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0569 ***********************************************************************
 PW0569  DESIGNATION -  BECKTON
 PW0569  PID         -  PW0569
 PW0569  STATE/COUNTY-  WY/SHERIDAN
 PW0569  USGS QUAD   -  BEAVER CREEK HILLS (1993)
 PW0569
 PW0569                         *CURRENT SURVEY CONTROL
 PW0569  ___________________________________________________________________
 PW0569* NAD 83(1993)-  44 44 39.98528(N)    107 02 51.26611(W)     ADJUSTED  
 PW0569* NAVD 88     -      1388.7    (meters)    4556.     (feet)  VERTCON   
 PW0569  ___________________________________________________________________
 PW0569  LAPLACE CORR-         -15.56  (seconds)                    DEFLEC99
 PW0569  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 PW0569
 PW0569  HORZ ORDER  -  THIRD
 PW0569
 PW0569.The horizontal coordinates were established by classical geodetic methods
 PW0569.and adjusted by the National Geodetic Survey in January 1997..
 PW0569
 PW0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0569
 PW0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0569
 PW0569.The geoid height was determined by GEOID03.
 PW0569
 PW0569;                    North         East     Units Scale Factor Converg.
 PW0569;SPC WYEC     -   571,505.724   422,629.746   MT  0.99994380   +0 12 04.2
 PW0569;UTM  13      - 4,956,600.955   337,903.717   MT  0.99992311   -1 26 30.1
 PW0569
 PW0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0569!SPC WYEC     -   0.99978425  x   0.99994380  =   0.99972806
 PW0569!UTM  13      -   0.99978425  x   0.99992311  =   0.99970738
 PW0569
 PW0569:                Primary Azimuth Mark                     Grid Az
 PW0569:SPC WYEC     -  SOLDIER CREEK                            354 01 25.9
 PW0569:UTM  13      -  SOLDIER CREEK                            355 40 00.2
 PW0569
 PW0569|---------------------------------------------------------------------|
 PW0569| PID    Reference Object                     Distance      Geod. Az  |
 PW0569|                                                           dddmmss.s |
 PW0569| PW0584 SOLDIER CREEK                       APPROX.10.9 KM 3541330.1 |
 PW0569|---------------------------------------------------------------------|
 PW0569
 PW0569                          SUPERSEDED SURVEY CONTROL
 PW0569
 PW0569  NAD 83(1986)-  44 44 39.97028(N)    107 02 51.24067(W) AD(       ) 3
 PW0569  NGVD 29 (11/30/89) 1387.9    (m)         4553.     (f) VERT ANG       
 PW0569
 PW0569.Superseded values are not recommended for survey control.
 PW0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0569.See file dsdata.txt to determine how the superseded data were derived.
 PW0569
 PW0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3790456601(NAD 83)
 PW0569_MARKER: DD = SURVEY DISK
 PW0569_SETTING: 0 = UNSPECIFIED SETTING
 PW0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0569
 PW0569  HISTORY     - Date     Condition        Report By
 PW0569  HISTORY     - 1896     MONUMENTED       USGS
 PW0569
 PW0569                          STATION DESCRIPTION
 PW0569
 PW0569'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PW0569'STATION LOCATED ABOUT 5 MI. SE. OF BECKTON POST OFFICE, 8 MI. W. OF
 PW0569'SHERIDAN, NEAR THE RD.
 PW0569'
 PW0569'RECOVERED BY USGS IN 1964 AND REDESCRIBED AS FOLLOWS
 PW0569'
 PW0569'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 14 IN THE S. PART
 PW0569'OF SHERIDAN, GO W. 0.7 MI. TO A T-JUNCTION AT THE WYOMING HIGHWAY
 PW0569'DEPARTMENT, TURN LEFT AND FOLLOW PAVEMENT FOR 1.0 MI. TO T-JUNCTION
 PW0569'AT ENTRANCE TO WYOMING GIRLS SCHOOL, TURN LEFT AND GO 0.1 MI. S. TO
 PW0569'T-RD. JUNCTION, TURN RIGHT AND GO W. 1.4 MI. TO T-RD. JUNCTION, TURN
 PW0569'RIGHT (N.) 0.25 MI. TO T-RD. W., TURN LEFT AND FOLLOW GRADED RD. W.
 PW0569'FOR 0.6 MI. TO Y-FORK 300 FT. S. OF SAND PIT, TAKE LEFT FORK AND
 PW0569'FOLLOW TRACK RD. SW. 1.6 MI. TO Y-FORK WITH DIM RD. RIGHT, TAKE RIGHT
 PW0569'FORK 0.7 MI. TO WHERE RD. CROSSES SADDLE, BEAR RIGHT (OFF RD.) AND
 PW0569'GO NW. 0.25 MI. TO HIGHEST POINT OF HILL AND STATION, STAMPED
 PW0569'---BECKTON 1898--- ON 30 OCTOBER 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0305 ***********************************************************************
 NS0305  DESIGNATION -  BECKY ET
 NS0305  PID         -  NS0305
 NS0305  STATE/COUNTY-  WY/SUBLETTE
 NS0305  USGS QUAD   -  GOBBLERS KNOB (1980)
 NS0305
 NS0305                         *CURRENT SURVEY CONTROL
 NS0305  ___________________________________________________________________
 NS0305* NAD 83(1993)-  42 33 40.92856(N)    109 41 16.01653(W)     ADJUSTED  
 NS0305* NAVD 88     -      2281.4    (meters)    7485.     (feet)  VERTCON   
 NS0305  ___________________________________________________________________
 NS0305  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 NS0305  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 NS0305
 NS0305  HORZ ORDER  -  THIRD
 NS0305
 NS0305.The horizontal coordinates were established by classical geodetic methods
 NS0305.and adjusted by the National Geodetic Survey in January 1997..
 NS0305
 NS0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0305
 NS0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0305
 NS0305.The geoid height was determined by GEOID03.
 NS0305
 NS0305;                    North         East     Units Scale Factor Converg.
 NS0305;SPC WY W     -   329,005.818   832,480.077   MT  0.99995047   +0 16 03.2
 NS0305;UTM  12      - 4,712,941.820   607,715.168   MT  0.99974275   +0 53 15.5
 NS0305
 NS0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0305!SPC WY W     -   0.99964436  x   0.99995047  =   0.99959485
 NS0305!UTM  12      -   0.99964436  x   0.99974275  =   0.99938720
 NS0305
 NS0305:                Primary Azimuth Mark                     Grid Az
 NS0305:SPC WY W     -  BURMA ET                                 263 37 36.7
 NS0305:UTM  12      -  BURMA ET                                 263 00 24.4
 NS0305
 NS0305|---------------------------------------------------------------------|
 NS0305| PID    Reference Object                     Distance      Geod. Az  |
 NS0305|                                                           dddmmss.s |
 NS0305| NS0306 BURMA ET                            APPROX.10.3 KM 2635339.9 |
 NS0305|---------------------------------------------------------------------|
 NS0305
 NS0305                          SUPERSEDED SURVEY CONTROL
 NS0305
 NS0305  NAD 83(1993)-  42 33 40.90922(N)    109 41 16.01491(W) AD(       ) 3
 NS0305  NAD 83(1986)-  42 33 40.90616(N)    109 41 16.01206(W) AD(       ) 3
 NS0305  NAD 27      -  42 33 41.09450(N)    109 41 13.49960(W) AD(       ) 3
 NS0305  NGVD 29 (07/19/86) 2279.9    (m)         7480.     (f) VERT ANG       
 NS0305
 NS0305.Superseded values are not recommended for survey control.
 NS0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0305.See file dsdata.txt to determine how the superseded data were derived.
 NS0305
 NS0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN0771512942(NAD 83)
 NS0305_MARKER: DD = SURVEY DISK
 NS0305_SETTING: 0 = UNSPECIFIED SETTING
 NS0305_STAMPING: BECKY ET 1964
 NS0305_MAGNETIC: N = NO MAGNETIC MATERIAL
 NS0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0305
 NS0305  HISTORY     - Date     Condition        Report By
 NS0305  HISTORY     - 1964     MONUMENTED       USGS
 NS0305  HISTORY     - 19970729 GOOD             SCHERB
 NS0305
 NS0305                          STATION DESCRIPTION
 NS0305
 NS0305'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NS0305'STATION LOCATED ABOUT 12 MI. S. OF BOULDER, 22 MI. SE. OF PINEDALE AND
 NS0305'4 MI. SW. FROM JUNCTION OF U.S. HIGHWAY 187 AND STATE HIGHWAY 1801, ON
 NS0305'A BROAD LOW HILLTOP.
 NS0305'
 NS0305'FROM PINEDALE COURTHOUSE GO SE. ON U.S. HIGHWAY 187 12 MI. TO BOULDER,
 NS0305'CONTINUE S. 11 MI. TO JUNCTION WITH STATE HIGHWAY 1801, CONTINUE S.
 NS0305'2.4 MI. THEN TURN W. ON TRACK RD. AT 1.9 MI. TAKE RIGHT FORK OF Y-RD.,
 NS0305'CROSS TWO TRAILS AND BLM FENCE AT 1.3 MI., AT 0.7 MI. CROSS TRAIL
 NS0305'AND CONTINUE TO T-RD. AT 0.4 MI., FOLLOW RD. STRAIGHT AHEAD 200 FT.
 NS0305'THEN TURN RIGHT AND GO 200 FT. TO SMALL TOP AND STATION AS DESCRIBED.
 NS0305'
 NS0305'STATION MARK - STANDARD ALUMINUM TABLET STAMPED ---BECKY ET 1964---,
 NS0305'SET IN A CONCRETE POST PROJECTING 0.8 FT.
 NS0305'
 NS0305'REFERENCE MARK - NONE.
 NS0305
 NS0305                          STATION RECOVERY (1997)
 NS0305
 NS0305'RECOVERY NOTE BY SURVEYOR SCHERBEL LIMITED 1997 (PNS)
 NS0305'FAIR - CONCRETE ABOUT MONUMENT IS CRUMBLING.  SET TIRE CASING ABOUT
 NS0305'MONUMENT TO HELP WITH PRESERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0664 ***********************************************************************
 NT0664  DESIGNATION -  BEDFORD MORMON CHURCH SPIRE
 NT0664  PID         -  NT0664
 NT0664  STATE/COUNTY-  WY/LINCOLN
 NT0664  USGS QUAD   -  THAYNE EAST (1980)
 NT0664
 NT0664                         *CURRENT SURVEY CONTROL
 NT0664  ___________________________________________________________________
 NT0664* NAD 83(1993)-  42 53 56.40150(N)    110 56 13.76700(W)     ADJUSTED  
 NT0664* NAVD 88     -                                                        
 NT0664  ___________________________________________________________________
 NT0664  LAPLACE CORR-           8.40  (seconds)                    DEFLEC99
 NT0664  GEOID HEIGHT-         -10.75  (meters)                     GEOID03
 NT0664
 NT0664  HORZ ORDER  -  THIRD
 NT0664
 NT0664.The horizontal coordinates were established by classical geodetic methods
 NT0664.and adjusted by the National Geodetic Survey in July 1992..
 NT0664
 NT0664
 NT0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0664
 NT0664.The geoid height was determined by GEOID03.
 NT0664
 NT0664;                    North         East     Units Scale Factor Converg.
 NT0664;SPC WY W     -   366,787.948   730,268.590   MT  0.99999730   -0 34 52.4
 NT0664;SPC ID E     -   137,612.382   300,414.714   MT  1.00007137   +0 50 13.2
 NT0664;UTM  12      - 4,749,600.979   505,130.570   MT  0.99960032   +0 02 34.0
 NT0664
 NT0664                          SUPERSEDED SURVEY CONTROL
 NT0664
 NT0664  NAD 83(1986)-  42 53 56.39199(N)    110 56 13.75615(W) AD(       ) 4
 NT0664  NAD 27      -  42 53 56.66000(N)    110 56 10.98000(W) AD(       ) 3
 NT0664
 NT0664.Superseded values are not recommended for survey control.
 NT0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0664.See file dsdata.txt to determine how the superseded data were derived.
 NT0664
 NT0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN0513149601(NAD 83)
 NT0664_MARKER: 90 = CHURCH SPIRE
 NT0664
 NT0664  HISTORY     - Date     Condition        Report By
 NT0664  HISTORY     - 1922     FIRST OBSERVED   CGS
 NT0664
 NT0664                          STATION DESCRIPTION
 NT0664
 NT0664'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0418 ***********************************************************************
 NR0418  DESIGNATION -  BEE
 NR0418  PID         -  NR0418
 NR0418  STATE/COUNTY-  WY/NATRONA
 NR0418  USGS QUAD   -  ERVAY BASIN SW (1984)
 NR0418
 NR0418                         *CURRENT SURVEY CONTROL
 NR0418  ___________________________________________________________________
 NR0418* NAD 83(1993)-  42 52 25.59682(N)    107 23 36.13197(W)     ADJUSTED  
 NR0418* NAVD 88     -      2117.     (meters)    6946.     (feet)  VERTCON   
 NR0418  ___________________________________________________________________
 NR0418  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 NR0418  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 NR0418
 NR0418  HORZ ORDER  -  THIRD
 NR0418
 NR0418.The horizontal coordinates were established by classical geodetic methods
 NR0418.and adjusted by the National Geodetic Survey in January 1997..
 NR0418
 NR0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0418
 NR0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0418
 NR0418.The geoid height was determined by GEOID03.
 NR0418
 NR0418;                    North         East     Units Scale Factor Converg.
 NR0418;SPC WYEC     -   363,634.088   395,094.850   MT  0.99993780   -0 02 27.1
 NR0418;UTM  13      - 4,749,576.861   304,517.202   MT  1.00007014   -1 37 44.1
 NR0418
 NR0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0418!SPC WYEC     -   0.99967010  x   0.99993780  =   0.99960792
 NR0418!UTM  13      -   0.99967010  x   1.00007014  =   0.99974021
 NR0418
 NR0418:                Primary Azimuth Mark                     Grid Az
 NR0418:SPC WYEC     -  CYCLONE                                  206 18 05.5
 NR0418:UTM  13      -  CYCLONE                                  207 53 22.5
 NR0418
 NR0418|---------------------------------------------------------------------|
 NR0418| PID    Reference Object                     Distance      Geod. Az  |
 NR0418|                                                           dddmmss.s |
 NR0418| NR0419 CYCLONE                             APPROX. 2.5 KM 2061538.4 |
 NR0418|---------------------------------------------------------------------|
 NR0418
 NR0418                          SUPERSEDED SURVEY CONTROL
 NR0418
 NR0418  NAD 83(1986)-  42 52 25.58978(N)    107 23 36.13090(W) AD(       ) 3
 NR0418  NAD 27      -  42 52 25.75012(N)    107 23 33.89673(W) AD(       ) 3
 NR0418  NGVD 29 (07/19/86) 2116.     (m)         6942.     (f) VERT ANG       
 NR0418
 NR0418.Superseded values are not recommended for survey control.
 NR0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0418.See file dsdata.txt to determine how the superseded data were derived.
 NR0418
 NR0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0451749577(NAD 83)
 NR0418
 NR0418  HISTORY     - Date     Condition        Report By
 NR0418  HISTORY     - 1950     MONUMENTED       USGS
 NR0418  HISTORY     - 1957     GOOD             USGS
 NR0418
 NR0418                          STATION DESCRIPTION
 NR0418
 NR0418'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0418'RECOVERED IN GOOD CONDITION.
 NR0418'
 NR0418'STATION IS LOCATED ABOUT 8.5 MI. SW. OF WALTMAN AND ABOUT 8.0 MI. SW.
 NR0418'OF HILAND, IT IS ON A RIDGE WHICH RUNS SOUTHEASTERLY AND IS ON THE
 NR0418'SECOND HUMP ALONG THE RIDGE, NW. OF LARGE DRAIN WHICH BISECTS THIS
 NR0418'RIDGE.  STATION IS ON THE SW. EDGE OF THE HUMP, ABOUT HALF WAY FROM
 NR0418'THE BOTTOM OF THE HUMP TO THE TIP.  SW. 1/4 SEC. 33, T 34 N, R 88 W.
 NR0418'
 NR0418'TO REACH STATION FROM HARTS STORE IN WALTMAN, GO S. ON WELL TRAVELED,
 NR0418'GRADED RD. FOR 1.3 MI. TO Y-RD., TAKE RIGHT FORK AND CONTINUE 17.75
 NR0418'MI. TO Y-RD., TAKE LEFT FORK AND CONTINUE S. 0.3 MI. TO Y-RD., TAKE
 NR0418'LEFT FORK AND CONTINUE SE. 0.15 MI. TO T-RD., TURN LEFT (E.) AND
 NR0418'CONTINUE 0.3 MI. TO END OF TRUCK TRAVEL, STATION IS ON THE HUMP OF
 NR0418'THE RIDGE NW. OF THE NEAREST HUMP TO THE E. FROM END OF TRUCK TRAVEL.
 NR0418'
 NR0418'STATION MARK--STANDARD TABLET PLACED IN DRILLED HOLE IN BEDROCK, AND
 NR0418'STAMPED ---WR-BEE 1950 VABM 6943---.
 NR0418'
 NR0418'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0629 ***********************************************************************
 MP0629  DESIGNATION -  BELL
 MP0629  PID         -  MP0629
 MP0629  STATE/COUNTY-  WY/CARBON
 MP0629  USGS QUAD   -  RENDLE HILL (1983)
 MP0629
 MP0629                         *CURRENT SURVEY CONTROL
 MP0629  ___________________________________________________________________
 MP0629* NAD 83(1993)-  41 54 05.04368(N)    107 15 02.88097(W)     ADJUSTED  
 MP0629* NAVD 88     -      2183.0    (meters)    7162.     (feet)  VERTCON   
 MP0629  ___________________________________________________________________
 MP0629  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 MP0629  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 MP0629
 MP0629  HORZ ORDER  -  THIRD
 MP0629
 MP0629.The horizontal coordinates were established by classical geodetic methods
 MP0629.and adjusted by the National Geodetic Survey in January 1997..
 MP0629
 MP0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0629
 MP0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0629
 MP0629.The geoid height was determined by GEOID03.
 MP0629
 MP0629;                    North         East     Units Scale Factor Converg.
 MP0629;SPC WYEC     -   255,630.077   406,848.045   MT  0.99993808   +0 03 18.4
 MP0629;UTM  13      - 4,641,278.748   313,301.319   MT  1.00002893   -1 30 13.1
 MP0629
 MP0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0629!SPC WYEC     -   0.99965987  x   0.99993808  =   0.99959797
 MP0629!UTM  13      -   0.99965987  x   1.00002893  =   0.99968879
 MP0629
 MP0629:                Primary Azimuth Mark                     Grid Az
 MP0629:SPC WYEC     -  WILLOWS                                  328 52 10.3
 MP0629:UTM  13      -  WILLOWS                                  330 25 41.8
 MP0629
 MP0629|---------------------------------------------------------------------|
 MP0629| PID    Reference Object                     Distance      Geod. Az  |
 MP0629|                                                           dddmmss.s |
 MP0629| MP0630 WILLOWS                             APPROX. 9.3 KM 3285528.7 |
 MP0629|---------------------------------------------------------------------|
 MP0629
 MP0629                          SUPERSEDED SURVEY CONTROL
 MP0629
 MP0629  NAD 83(1986)-  41 54 05.03088(N)    107 15 02.87188(W) AD(       ) 3
 MP0629  NAD 27      -  41 54 05.18547(N)    107 15 00.68171(W) AD(       ) 3
 MP0629  NGVD 29 (07/19/86) 2181.9    (m)         7158.     (f) VERT ANG       
 MP0629
 MP0629.Superseded values are not recommended for survey control.
 MP0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0629.See file dsdata.txt to determine how the superseded data were derived.
 MP0629
 MP0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1330141279(NAD 83)
 MP0629_MARKER: DD = SURVEY DISK
 MP0629_SETTING: 0 = UNSPECIFIED SETTING
 MP0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0629
 MP0629  HISTORY     - Date     Condition        Report By
 MP0629  HISTORY     - 1951     MONUMENTED       USGS
 MP0629
 MP0629                          STATION DESCRIPTION
 MP0629
 MP0629'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0629'STATION LOCATED ABOUT 8 MI. N. OF RAWLINS ON A SMALL RIDGE AND ABOUT 5
 MP0629'FT. NE. OF DIM TRACK RD.
 MP0629'
 MP0629'TO REACH FROM RAWLINS POST OFFICE, PROCEED E. ON CEDAR STREET 3 BLOCKS
 MP0629'TO U.S. HWY. 287, THENCE N. 7.3 MI. TO TRACK RD. ON RIGHT, THENCE
 MP0629'RIGHT 0.3 MI. TO DIM FORK, THENCE RIGHT 1.3 MI. TO FORK, THENCE LEFT
 MP0629'0.4 MI. TO DAM, THENCE RIGHT, ACROSS DAM 0.2 MI. TO RD. ON RIDGE,
 MP0629'THENCE RIGHT 0.1 MI. TO STATION.
 MP0629'
 MP0629'STATION MARK - STANDARD TABLET SET IN CONCRETE POST AND STAMPED
 MP0629'---LFR-BELL 1951 VA 7160.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0858 ***********************************************************************
 MR0858  DESIGNATION -  BELL ET
 MR0858  PID         -  MR0858
 MR0858  STATE/COUNTY-  WY/UINTA
 MR0858  USGS QUAD   -  BELL BUTTE (1962)
 MR0858
 MR0858                         *CURRENT SURVEY CONTROL
 MR0858  ___________________________________________________________________
 MR0858* NAD 83(1993)-  41 31 46.74746(N)    110 48 50.02933(W)     ADJUSTED  
 MR0858* NAVD 88     -      2426.7    (meters)    7962.     (feet)  VERTCON   
 MR0858  ___________________________________________________________________
 MR0858  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 MR0858  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 MR0858
 MR0858  HORZ ORDER  -  THIRD
 MR0858
 MR0858.The horizontal coordinates were established by classical geodetic methods
 MR0858.and adjusted by the National Geodetic Survey in January 1997..
 MR0858
 MR0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0858
 MR0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0858
 MR0858.The geoid height was determined by GEOID03.
 MR0858
 MR0858;                    North         East     Units Scale Factor Converg.
 MR0858;SPC WY W     -   214,597.753   739,032.170   MT  0.99998323   -0 29 03.8
 MR0858;UTM  12      - 4,597,572.896   515,525.585   MT  0.99960297   +0 07 24.2
 MR0858
 MR0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0858!SPC WY W     -   0.99962180  x   0.99998323  =   0.99960503
 MR0858!UTM  12      -   0.99962180  x   0.99960297  =   0.99922492
 MR0858
 MR0858:                Primary Azimuth Mark                     Grid Az
 MR0858:SPC WY W     -  CHIMNEY                                  270 58 08.8
 MR0858:UTM  12      -  CHIMNEY                                  270 21 40.8
 MR0858
 MR0858|---------------------------------------------------------------------|
 MR0858| PID    Reference Object                     Distance      Geod. Az  |
 MR0858|                                                           dddmmss.s |
 MR0858| MR0859 CHIMNEY                             APPROX. 6.2 KM 2702905.0 |
 MR0858|---------------------------------------------------------------------|
 MR0858
 MR0858                          SUPERSEDED SURVEY CONTROL
 MR0858
 MR0858  NAD 83(1986)-  41 31 46.73487(N)    110 48 50.02172(W) AD(       ) 3
 MR0858  NAD 27      -  41 31 46.92462(N)    110 48 47.36661(W) AD(       ) 3
 MR0858  NGVD 29 (07/19/86) 2425.3    (m)         7957.     (f) VERT ANG       
 MR0858
 MR0858.Superseded values are not recommended for survey control.
 MR0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0858.See file dsdata.txt to determine how the superseded data were derived.
 MR0858
 MR0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1552697573(NAD 83)
 MR0858_MARKER: DD = SURVEY DISK
 MR0858_SETTING: 66 = SET IN ROCK OUTCROP
 MR0858_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MR0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0858+STABILITY: POSITION/ELEVATION WELL
 MR0858
 MR0858  HISTORY     - Date     Condition        Report By
 MR0858  HISTORY     - 1961     MONUMENTED       USGS
 MR0858
 MR0858                          STATION DESCRIPTION
 MR0858
 MR0858'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 MR0858'LOCATED ABOUT 18 MI. AIR E. FROM WOODRUFF, UTAH ABOUT 21 MI. AIR SE.
 MR0858'FROM RANDOLPH, UTAH, ABOUT 24 MI. AIR SW. FROM  KEMMERER, WYOMING ON
 MR0858'EASTERLY SUMMIT OF BELL BUTTE.
 MR0858'
 MR0858'TO REACH FROM  KEMMERER POST OFFICE GO 16.4 MI. S. ON U.S. HIGHWAY
 MR0858'189, TO COUNTY LINE BETWEEN LINCOLN AND UINTA COUNTY, AT A CATTLEGUARD
 MR0858'ON HIGHWAY, LEAVE HIGHWAY AND TURN RIGHT W. ON GRAVEL T-RD. W., GO
 MR0858'0.3 MI. W. TO TRAIL RD. FORK, AND KEEP RIGHT, CONTINUING GENERALLY W.
 MR0858'AND SW. ON MAIN TRAVELED RD. 1.0 MI. TO TRAIL RD. FORK, KEEP RIGHT AND
 MR0858'CONTINUE GENERALLY W. 3.1 MI. ON MAIN TRAVELED RD. UP LITTLE MUDDY
 MR0858'CREEK VALLEY, PAST AN OLD ABANDONED RANCH ON RIGHT TO TRAIL RD. FORK
 MR0858'AT THE JUNCTION OF RICHMAN CREEK WITH LITTLE MUDDY CREEK, KEEP TO LEFT
 MR0858'CROSSING WOODEN BRIDGE AND GO 2.9 MI. ON RD. UP RICHMAN CREEK VALLEY
 MR0858'TO TRAIL RD. FORK AT JUNCTION OF RICHMAN CREEK WITH LASSEL CREEK, KEEP
 MR0858'RIGHT AND GO 3.9 MI. ON RD. UP LASSEL CREEK VALLEY, PAST AN ABANDONED
 MR0858'RANCH ON RIGHT, TO TRAIL RD. FORK, KEEP LEFT ON RD., LEAVING VALLEY
 MR0858'AND CONTINUE ON MAIN RD. LEADING UP RIDGE, GO GENERALLY W. 2.7 MI. ON
 MR0858'RIDGE TO A WELL DEFINED RD. FORK, KEEP RIGHT ON TRAIL RD. 0.7 MI. TO
 MR0858'CROSS TRAIL RD. FORK,LEAVE MAIN RD. TURN SHARP LEFT, GO 0.3 MI. TO
 MR0858'TRAIL RD. TO RD. FORK,KEEP RIGHT AND GO 0.15 MI. TO DIM TRAIL RD. FORK
 MR0858'TURN LEFT W. AND GO 0.8 MI. ON TRAIL RD. ALONG BACK BONE OF PROMINIENT
 MR0858'RIDGE TO SUMMIT AT E. END OF BELLE BUTTE AND STATION SITE, IN ROCK
 MR0858'OUTCROP ON RIGHT SIDE OF RD.
 MR0858'
 MR0858'STATION MARK - STANDARD TABLET STAMPED ---BELL 1961--- CEMENTED IN
 MR0858'DRILL HOLE, IN SOLID ROCK OUTCROP.  A ROCK CAIRN BUILT OVER STATION
 MR0858'MARK.
 MR0858'
 MR0858'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0683 ***********************************************************************
 MP0683  DESIGNATION -  BELL SPRINGS
 MP0683  PID         -  MP0683
 MP0683  STATE/COUNTY-  WY/CARBON
 MP0683  USGS QUAD   -  RENDLE HILL (1983)
 MP0683
 MP0683                         *CURRENT SURVEY CONTROL
 MP0683  ___________________________________________________________________
 MP0683* NAD 83(1993)-  41 55 24.08976(N)    107 20 29.71018(W)     ADJUSTED  
 MP0683* NAVD 88     -      2352.     (meters)    7717.     (feet)  SCALED    
 MP0683  ___________________________________________________________________
 MP0683  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 MP0683  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 MP0683
 MP0683  HORZ ORDER  -  THIRD
 MP0683
 MP0683.The horizontal coordinates were established by classical geodetic methods
 MP0683.and adjusted by the National Geodetic Survey in January 1997..
 MP0683
 MP0683.The orthometric height was scaled from a topographic map.
 MP0683
 MP0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0683
 MP0683.The geoid height was determined by GEOID03.
 MP0683
 MP0683;                    North         East     Units Scale Factor Converg.
 MP0683;SPC WYEC     -   258,065.490   399,315.470   MT  0.99993751   -0 00 19.9
 MP0683;UTM  13      - 4,643,918.494   305,836.984   MT  1.00006391   -1 33 53.9
 MP0683
 MP0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0683!SPC WYEC     -   0.99963338  x   0.99993751  =   0.99957091
 MP0683!UTM  13      -   0.99963338  x   1.00006391  =   0.99969727
 MP0683
 MP0683:                Primary Azimuth Mark                     Grid Az
 MP0683:SPC WYEC     -  CHEROKEE RESET                           173 52 38.9
 MP0683:UTM  13      -  CHEROKEE RESET                           175 26 12.9
 MP0683
 MP0683|---------------------------------------------------------------------|
 MP0683| PID    Reference Object                     Distance      Geod. Az  |
 MP0683|                                                           dddmmss.s |
 MP0683| MP0632 CHEROKEE RESET                      APPROX.12.0 KM 1735219.0 |
 MP0683|---------------------------------------------------------------------|
 MP0683
 MP0683                          SUPERSEDED SURVEY CONTROL
 MP0683
 MP0683  NAD 83(1986)-  41 55 24.07923(N)    107 20 29.69929(W) AD(       ) 3
 MP0683
 MP0683.Superseded values are not recommended for survey control.
 MP0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0683.See file dsdata.txt to determine how the superseded data were derived.
 MP0683
 MP0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG0583743918(NAD 83)
 MP0683_MARKER: DS = TRIANGULATION STATION DISK
 MP0683_SETTING: 0 = UNSPECIFIED SETTING
 MP0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0683
 MP0683  HISTORY     - Date     Condition        Report By
 MP0683  HISTORY     - 1912     MONUMENTED       USGS
 MP0683
 MP0683                          STATION DESCRIPTION
 MP0683
 MP0683'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MP0683'ON TOP OF A QUARTIZITE LEDGE ON HIGHEST POINT OF CONE SHAPED HILL AT
 MP0683'NW. END OF CHEROKEE RIDGE, ABOUT 1.5 MI. W. OF A CAMPING SITE ON THE
 MP0683'RAWLINS-LANDER OLD STAGE ROAD AT A POINT ABOUT 13 MI. NW. OF RAWLINS
 MP0683'AND ABOUT 3 MI. S. OF BELL SPRINGS RANCH, WHICH IS ON SAME ROAD ABOUT
 MP0683'4 MI. NW. OF THE FISH POND.  IT IS ALSO ABOUT 6 MI. A LITTLE N. OF W.
 MP0683'FROM SMITH RANCH, NEAR THE SW. 1/4 OF SEC. 28, T 23 N, R 88 W.
 MP0683'
 MP0683'STATION MARK--BRONZE TABLET IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0597 ***********************************************************************
 NQ0597  DESIGNATION -  BELL TEL MICROWAVE NW DWYER
 NQ0597  PID         -  NQ0597
 NQ0597  STATE/COUNTY-  WY/PLATTE
 NQ0597  USGS QUAD   -  COLEMAN BUTTE (1981)
 NQ0597
 NQ0597                         *CURRENT SURVEY CONTROL
 NQ0597  ___________________________________________________________________
 NQ0597* NAD 83(1993)-  42 20 46.46561(N)    105 02 05.68241(W)     ADJUSTED  
 NQ0597* NAVD 88     -                                                        
 NQ0597  ___________________________________________________________________
 NQ0597  LAPLACE CORR-          -7.98  (seconds)                    DEFLEC99
 NQ0597  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 NQ0597
 NQ0597  HORZ ORDER  -  THIRD
 NQ0597
 NQ0597.The horizontal coordinates were established by classical geodetic methods
 NQ0597.and adjusted by the National Geodetic Survey in January 1997..
 NQ0597
 NQ0597
 NQ0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0597
 NQ0597.The geoid height was determined by GEOID03.
 NQ0597
 NQ0597;                    North         East     Units Scale Factor Converg.
 NQ0597;SPC WY E     -   205,042.949   210,855.939   MT  0.99993895   +0 05 19.5
 NQ0597;UTM  13      - 4,688,220.659   497,124.416   MT  0.99960010   -0 01 24.7
 NQ0597
 NQ0597                          SUPERSEDED SURVEY CONTROL
 NQ0597
 NQ0597  NAD 83(1986)-  42 20 46.44481(N)    105 02 05.67121(W) AD(       ) 4
 NQ0597  NAD 27      -  42 20 46.55300(N)    105 02 03.76800(W) AD(       ) 3
 NQ0597
 NQ0597.Superseded values are not recommended for survey control.
 NQ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0597.See file dsdata.txt to determine how the superseded data were derived.
 NQ0597
 NQ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9712488221(NAD 83)
 NQ0597_MARKER: 45 = MICROWAVE TOWER
 NQ0597
 NQ0597  HISTORY     - Date     Condition        Report By
 NQ0597  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0597
 NQ0597                          STATION DESCRIPTION
 NQ0597
 NQ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0597'THE STATION IS LOCATED ABOUT 7-1/4 MILES NORTH AND 4 MILES
 NQ0597'WEST OF DWYER, 1/2 MILE EAST OF U.S. HIGHWAY 87, AND ATOP
 NQ0597'A PROMINENT MOUNTAIN.
 NQ0597'
 NQ0597'TO REACH THE STATION FROM DWYER JUNCTION, GO NORTHWEST AND
 NQ0597'NORTH ON U.S. HIGHWAY 87 FOR 8.2 MILES TO THE BEAR CREEK ROAD
 NQ0597'ON THE RIGHT, EAST, SIDE OF THE HIGHWAY.  TURN RIGHT, THENCE
 NQ0597'LEFT AND FOLLOW THE BEAR CREEK ROAD NORTH AND NORTHEAST FOR
 NQ0597'0.2 MILE TO A GATE ON THE RIGHT, SOUTHEAST, SIDE OF THE ROAD.
 NQ0597'TURN RIGHT, PASS THROUGH THE GATE, AND GO EASTERLY ON THE
 NQ0597'DIRT ROAD FOR APPROXIMATELY 0.5 MILE TO THE TOP OF THE MOUNTAIN
 NQ0597'AND THE STATION.
 NQ0597'
 NQ0597'THE STATION IS A RED LIGHT ATOP AND CENTER OF THE FOUR-LEGGED,
 NQ0597'SELF SUPPORTING, STEEL STRUCTURE.  THE TOWER IS ALTERNATELY
 NQ0597'PAINTED RED AND WHITE, HAS TWO REFLECTORS NEAR THE TOP FACING
 NQ0597'NORTH AND TWO REFLECTORS NEAR THE BOTTOM FACING SOUTH, AND
 NQ0597'IS APPROXIMATELY 400 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0397 ***********************************************************************
 OU0397  DESIGNATION -  BELLE
 OU0397  PID         -  OU0397
 OU0397  STATE/COUNTY-  WY/CAMPBELL
 OU0397  USGS QUAD   -  NEIL BUTTE (1972)
 OU0397
 OU0397                         *CURRENT SURVEY CONTROL
 OU0397  ___________________________________________________________________
 OU0397* NAD 83(1993)-  43 54 02.92103(N)    105 21 52.20193(W)     ADJUSTED  
 OU0397* NAVD 88     -      1530.1    (meters)    5020.     (feet)  VERTCON   
 OU0397  ___________________________________________________________________
 OU0397  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 OU0397  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 OU0397
 OU0397  HORZ ORDER  -  FIRST
 OU0397
 OU0397.The horizontal coordinates were established by classical geodetic methods
 OU0397.and adjusted by the National Geodetic Survey in January 1997..
 OU0397
 OU0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0397
 OU0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0397
 OU0397.The geoid height was determined by GEOID03.
 OU0397
 OU0397;                    North         East     Units Scale Factor Converg.
 OU0397;SPC WY E     -   377,748.063   184,107.080   MT  0.99994061   -0 08 13.9
 OU0397;UTM  13      - 4,860,920.842   470,727.845   MT  0.99961054   -0 15 09.9
 OU0397
 OU0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0397!SPC WY E     -   0.99976244  x   0.99994061  =   0.99970307
 OU0397!UTM  13      -   0.99976244  x   0.99961054  =   0.99937307
 OU0397
 OU0397|---------------------------------------------------------------------|
 OU0397| PID    Reference Object                     Distance      Geod. Az  |
 OU0397|                                                           dddmmss.s |
 OU0397| CP9614 BELLE RM 1                           13.598 METERS 20702     |
 OU0397| CP9615 BELLE RM 2                            8.132 METERS 32114     |
 OU0397| CP9613 BELLE AZ MK                                        3482423.2 |
 OU0397|---------------------------------------------------------------------|
 OU0397
 OU0397                          SUPERSEDED SURVEY CONTROL
 OU0397
 OU0397  NAD 83(1986)-  43 54 02.90410(N)    105 21 52.17552(W) AD(       ) 1
 OU0397  NAD 27      -  43 54 02.99700(N)    105 21 50.21200(W) AD(       ) 1
 OU0397  NGVD 29 (07/19/86) 1529.3    (m)         5017.     (f) VERT ANG       
 OU0397
 OU0397.Superseded values are not recommended for survey control.
 OU0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0397.See file dsdata.txt to determine how the superseded data were derived.
 OU0397
 OU0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ7072860921(NAD 83)
 OU0397_MARKER: DS = TRIANGULATION STATION DISK
 OU0397_SETTING: 0 = UNSPECIFIED SETTING
 OU0397
 OU0397  HISTORY     - Date     Condition        Report By
 OU0397  HISTORY     - 1955     MONUMENTED       CGS
 OU0397  HISTORY     - 1962     GOOD             USFS
 OU0397  HISTORY     - 1986     GOOD             BLM
 OU0397
 OU0397                          STATION DESCRIPTION
 OU0397
 OU0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0397'THE STATION IS ABOUT 25 MILES, AIRLINE, SOUTH-SOUTHEAST OF
 OU0397'GILLETTE, ABOUT 3-1/2 MILES EAST OF STATE HIGHWAY 59, ON THE
 OU0397'SOUTHEASTERLY ONE OF SEVERAL BUTTES WHICH ARE LOCATED ABOUT
 OU0397'1/4 MILE WEST OF THE OLD GILLETTE-DOUGLAS HIGHWAY, ON PROPERTY
 OU0397'OF MR. EDW. M. EVANS.
 OU0397'
 OU0397'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO EAST
 OU0397'ON EAST THIRD STREET 0.45 MILE TO STATE HIGHWAY 59.  TURN RIGHT,
 OU0397'SOUTH, AND FOLLOW 59 FOR 27.4 MILES TO THE BELLE FOURCHE RIVER
 OU0397'BRIDGE.  CONTINUE ON HIGHWAY 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 OU0397'LEFT, GO SOUTHEAST AND EAST 4.1 MILES TO THE AZIMUTH MARK ON
 OU0397'RIGHT AT THE INTERSECTION WITH THE OLD GILLETTE-DOUGLAS HIGHWAY.
 OU0397'TURN RIGHT ON HIGHWAY AND GO 0.4 MILE TO A GATE ON THE RIGHT.
 OU0397'PASS THROUGH THE GATE, THEN GO SOUTH ALONG THE WEST SIDE OF
 OU0397'FENCE LINE FOR 0.5 MILE TO THE SOUTHEAST SIDE OF BUTTE.  TURN
 OU0397'RIGHT, WESTERLY, UP HILL FOR 0.1 MILE TO THE END OF TRUCK
 OU0397'TRAVEL.  PACK NORTH ABOUT 100 YARDS TO THE HIGHEST PART OF
 OU0397'BUTTE AND STATION.
 OU0397'
 OU0397'THE STATION MARKS ARE STANDARD DISKS STAMPED BELLE 1955, THE
 OU0397'SURFACE MARK IS A DISK BRAZED TO THE TOP OF A 3-INCH PIPE WHICH
 OU0397'PROJECTS 6 INCHES ABOVE THE GROUND.  THE UNDERGROUND MARK
 OU0397'IS A DISK SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 OU0397'THE SURFACE OF THE GROUND.
 OU0397'
 OU0397'REFERENCE MARK 1, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 OU0397'A BOULDER, STAMPED BELLE NO 1 1955, IS ON THE SOUTH SLOPE OF
 OU0397'THE BUTTE ABOUT 4 FEET LOWER THAN THE STATION, AND IS FLUSH
 OU0397'WITH THE SURFACE OF THE GROUND.
 OU0397'
 OU0397'REFERENCE MARK 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 OU0397'IN A BOULDER, IS STAMPED BELLE NO 2 1955, AND IS ON THE WEST
 OU0397'SLOPE OF THE BUTTE ABOUT 1-1/2 FEET LOWER THAN THE STATION
 OU0397'MARK, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 OU0397'
 OU0397'THE AZIMUTH MARK, A STANDARD DISK SET IN A 12 IN BY 12 IN
 OU0397'CONCRETE POST, IS STAMPED BELLE 1955, IS ABOUT 1/2 MILE NORTHWEST
 OU0397'OF THE STATION, 90 FEET WEST OF A CROSS ROAD INTERSECTION,
 OU0397'32 FEET SOUTHEAST OF A CATTLE GUARD WHICH IS ON THE EAST-WEST
 OU0397'ROAD, AND IS 2 FEET EAST OF A POWER POLE GUY LINE.  THE MARK
 OU0397'PROJECTS 6 INCHES ABOVE GROUND.
 OU0397'
 OU0397'A 4 FOOT STAND WAS USED FOR OBSERVATIONS.
 OU0397
 OU0397                          STATION RECOVERY (1962)
 OU0397
 OU0397'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0397'ALL STATION MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 OU0397
 OU0397                          STATION RECOVERY (1986)
 OU0397
 OU0397'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1986 (DP)
 OU0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0516 ***********************************************************************
 PV0516  DESIGNATION -  BELLE FOURCHE
 PV0516  PID         -  PV0516
 PV0516  STATE/COUNTY-  WY/CROOK
 PV0516  USGS QUAD   -  MOORCROFT (1984)
 PV0516
 PV0516                         *CURRENT SURVEY CONTROL
 PV0516  ___________________________________________________________________
 PV0516* NAD 83(1993)-  44 18 52.42552(N)    104 54 12.53658(W)     ADJUSTED  
 PV0516* NAVD 88     -      1306.8    (meters)    4287.     (feet)  VERTCON   
 PV0516  ___________________________________________________________________
 PV0516  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 PV0516  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PV0516
 PV0516  HORZ ORDER  -  THIRD
 PV0516
 PV0516.The horizontal coordinates were established by classical geodetic methods
 PV0516.and adjusted by the National Geodetic Survey in January 1997..
 PV0516
 PV0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0516
 PV0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0516
 PV0516.The geoid height was determined by GEOID03.
 PV0516
 PV0516;                    North         East     Units Scale Factor Converg.
 PV0516;SPC WY E     -   423,733.550   220,995.853   MT  0.99994292   +0 11 01.9
 PV0516;UTM  13      - 4,906,816.115   507,697.213   MT  0.99960073   +0 04 02.7
 PV0516
 PV0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0516!SPC WY E     -   0.99979736  x   0.99994292  =   0.99974029
 PV0516!UTM  13      -   0.99979736  x   0.99960073  =   0.99939817
 PV0516
 PV0516:                Primary Azimuth Mark                     Grid Az
 PV0516:SPC WY E     -  MOORECROFT                               199 34 57.4
 PV0516:UTM  13      -  MOORECROFT                               199 41 56.6
 PV0516
 PV0516|---------------------------------------------------------------------|
 PV0516| PID    Reference Object                     Distance      Geod. Az  |
 PV0516|                                                           dddmmss.s |
 PV0516| PV0513 MOORECROFT                          APPROX.10.5 KM 1994559.3 |
 PV0516|---------------------------------------------------------------------|
 PV0516
 PV0516                          SUPERSEDED SURVEY CONTROL
 PV0516
 PV0516  NAD 83(1986)-  44 18 52.41403(N)    104 54 12.51381(W) AD(       ) 3
 PV0516  NAD 27      -  44 18 52.47809(N)    104 54 10.60724(W) AD(       ) 3
 PV0516  NGVD 29 (07/19/86) 1306.2    (m)         4285.     (f) VERT ANG       
 PV0516
 PV0516.Superseded values are not recommended for survey control.
 PV0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0516.See file dsdata.txt to determine how the superseded data were derived.
 PV0516
 PV0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK0769706816(NAD 83)
 PV0516_MARKER: DR = REFERENCE MARK DISK
 PV0516_SETTING: 0 = UNSPECIFIED SETTING
 PV0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0516
 PV0516  HISTORY     - Date     Condition        Report By
 PV0516  HISTORY     - 1955     MONUMENTED       USGS
 PV0516
 PV0516                          STATION DESCRIPTION
 PV0516
 PV0516'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PV0516'STATION IS LOCATED ABOUT 4.0 MI. N. OF MOORCROFT, ABOUT 1.0 MI. E. OF
 PV0516'THE BELLE FOURCHE RIVER, ABOUT 0.7 MI. E. OF U.S. HIGHWAY NO. 14 ON
 PV0516'TOP OF A LOW GRASS COVERED E-W. RIDGE, IN SEC. 16, T 50 N, R 67 W, IN
 PV0516'CROOK COUNTY.
 PV0516'
 PV0516'TO REACH FROM MOORCROFT GO N. 4.8 MI. ON U.S. HIGHWAY NO. 14, TURN
 PV0516'RIGHT (SE.) AND CONTINUE 0.9 MI. ON TRACK RD. TO TOP OF RIDGE AND
 PV0516'STATION.
 PV0516'
 PV0516'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST, STAMPED
 PV0516'---BELLE FOURCHE 1955---.
 PV0516'
 PV0516'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0473 ***********************************************************************
 PW0473  DESIGNATION -  BELUS
 PW0473  PID         -  PW0473
 PW0473  STATE/COUNTY-  WY/SHERIDAN
 PW0473  USGS QUAD   -  BUFFALO RUN CREEK (1976)
 PW0473
 PW0473                         *CURRENT SURVEY CONTROL
 PW0473  ___________________________________________________________________
 PW0473* NAD 83(1993)-  44 38 02.75822(N)    106 46 38.05689(W)     ADJUSTED  
 PW0473* NAVD 88     -      1424.8    (meters)    4675.     (feet)  VERTCON   
 PW0473  ___________________________________________________________________
 PW0473  LAPLACE CORR-         -13.81  (seconds)                    DEFLEC99
 PW0473  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 PW0473
 PW0473  HORZ ORDER  -  SECOND
 PW0473
 PW0473.The horizontal coordinates were established by classical geodetic methods
 PW0473.and adjusted by the National Geodetic Survey in January 1997..
 PW0473
 PW0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0473
 PW0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0473
 PW0473.The geoid height was determined by GEOID03.
 PW0473
 PW0473;                    North         East     Units Scale Factor Converg.
 PW0473;SPC WYEC     -   559,355.496   444,121.775   MT  0.99996143   +0 23 26.5
 PW0473;UTM  13      - 4,943,841.047   359,037.486   MT  0.99984436   -1 14 55.9
 PW0473
 PW0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0473!SPC WYEC     -   0.99977874  x   0.99996143  =   0.99974018
 PW0473!UTM  13      -   0.99977874  x   0.99984436  =   0.99962313
 PW0473
 PW0473|---------------------------------------------------------------------|
 PW0473| PID    Reference Object                     Distance      Geod. Az  |
 PW0473|                                                           dddmmss.s |
 PW0473| CQ5039 BELUS RM 2                            5.769 METERS 06958     |
 PW0473| PW0475 WYOMING POLICE RAD KOF 259 MST      APPROX. 3.8 KM 1541121.3 |
 PW0473| PW0477 REA MAST SE OF BELUS                APPROX. 3.9 KM 1552039.9 |
 PW0473| PW0476 AIRWAY BCN 28 ENE KEARNEY           APPROX. 9.2 KM 1784745.7 |
 PW0473| PW0478 ATT CO RELAY TWR WNW OF BANNER      APPROX.12.0 KM 2560028.9 |
 PW0473| CQ5037 BELUS AZ MK                                        2690654.7 |
 PW0473| CQ5038 BELUS RM 1                            6.227 METERS 35011     |
 PW0473|---------------------------------------------------------------------|
 PW0473
 PW0473                          SUPERSEDED SURVEY CONTROL
 PW0473
 PW0473  NAD 83(1986)-  44 38 02.74153(N)    106 46 38.03328(W) AD(       ) 2
 PW0473  NAD 27      -  44 38 02.83870(N)    106 46 35.83110(W) AD(       ) 2
 PW0473  NGVD 29 (07/19/86) 1424.0    (m)         4672.     (f) VERT ANG       
 PW0473
 PW0473.Superseded values are not recommended for survey control.
 PW0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0473.See file dsdata.txt to determine how the superseded data were derived.
 PW0473
 PW0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK5903743841(NAD 83)
 PW0473_MARKER: DS = TRIANGULATION STATION DISK
 PW0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0473+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 PW0473
 PW0473  HISTORY     - Date     Condition        Report By
 PW0473  HISTORY     - 1957     MONUMENTED       CGS
 PW0473  HISTORY     - 1967     GOOD             USGS
 PW0473  HISTORY     - 20020924 GOOD             INDIV
 PW0473
 PW0473                          STATION DESCRIPTION
 PW0473
 PW0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0473'STATION IS ON CREST OF SOUTH END OF LOCALLY PROMINENT RIDGE
 PW0473'RUNNING NORTH AND SOUTH, ABOUT 13-1/2 MILES SOUTHEAST OF
 PW0473'SHERIDAN AND 5-1/2 MILES NORTHEAST OF BANNER, 3/4 MILE EAST OF
 PW0473'U.S. HIGHWAY 14 AND ON LAND OWNED BY MR. PAUL BELUS WHO LIVES
 PW0473'ABOUT 1/2 MILE NORTHEAST OF STATION.
 PW0473'
 PW0473'TO REACH FROM THE FIRST NATIONAL BANK IN SHERIDAN, GO SOUTH
 PW0473'ON U.S. HIGHWAY 87 FOR 1.9 MILES TO JUNCTION WITH U.S. HIGHWAY
 PW0473'14.  TURN LEFT ON HIGHWAY 14 AND GO EASTERLY FOR 7.2 MILES
 PW0473'TO A SCHOOLHOUSE ON RIGHT.  CONTINUE SOUTHERLY ON HIGHWAY
 PW0473'FOR 5.8 MILES TO A SIDE ROAD LEFT AT PAUL BELUS MAILBOX.  TURN
 PW0473'LEFT AND FOLLOW OLD ROAD (FENCED ON BOTH SIDES) EASTERLY FOR
 PW0473'0.5 MILE TO CREST OF SADDLE IN RIDGE AND AZIMUTH MARK ON LEFT.
 PW0473'CONTINUE ON ROAD FOR 0.2 MILE TO GATE ON LEFT WHERE MAIN
 PW0473'TRAVELED ROAD TURNS LEFT THROUGH GATE.  CONTINUE STRAIGHT
 PW0473'AHEAD UP-HILL FOR ABOUT 0.2 MILE TO GATE ON RIGHT AND
 PW0473'STATION ON LEFT ABOUT 60 YARDS.
 PW0473'
 PW0473'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12 INCH SQUARE,
 PW0473'CONCRETE POSTS.
 PW0473'
 PW0473'STATION MARKS ARE STAMPED BELUS 1957.  THE UNDERGROUND MARK IS
 PW0473'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW GROUND
 PW0473'SURFACE.  THE SURFACE MARK PROJECTS 3 INCHES.  IT IS 186 FEET
 PW0473'NORTH OF ROAD CENTER.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 PW0473'SET 3-1/2 FEET WEST OF THE MARK.
 PW0473'
 PW0473'REFERENCE MARK 1 PROJECTS 3 INCHES AND IS 206 FEET NORTH OF
 PW0473'ROAD CENTER.  IT IS AT ABOUT THE SAME ELEVATION AS STATION.
 PW0473'
 PW0473'REFERENCE MARK 2 PROJECTS 3 INCHES AND IS 186 FEET NORTH OF
 PW0473'ROAD CENTER.  IT IS AT ABOUT THE SAME ELEVATION AS STATION.
 PW0473'
 PW0473'AZIMUTH MARK PROJECTS 3 INCHES.  IT IS ON THE CREST OF A SADDLE
 PW0473'IN THE FIRST RIDGE WEST OF THE STATION, 47 FEET NORTH OF ROAD
 PW0473'CENTER, 27 FEET WEST OF WEST GATEPOST OF A GATE IN THE NORTH
 PW0473'RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 PW0473'SET 1 FOOT NORTHWEST OF THE MARK.
 PW0473
 PW0473                          STATION RECOVERY (1967)
 PW0473
 PW0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0473'STATION MARK--STANDARD DISK, SET IN THE TOP OF A 12 IN. SQUARE
 PW0473'CONCRETE POST, STAMPED ---BELUS 1957---.
 PW0473
 PW0473                          STATION RECOVERY (2002)
 PW0473
 PW0473'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (LBH)
 PW0473'RECOVERED AS DESCRIBED
 PW0473'2 RM'S IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0263 ***********************************************************************
 OW0263  DESIGNATION -  BEND
 OW0263  PID         -  OW0263
 OW0263  STATE/COUNTY-  WY/FREMONT
 OW0263  USGS QUAD   -  HIDDEN VALLEY (1980)
 OW0263
 OW0263                         *CURRENT SURVEY CONTROL
 OW0263  ___________________________________________________________________
 OW0263* NAD 83(1993)-  43 11 08.98866(N)    108 13 09.01367(W)     ADJUSTED  
 OW0263* NAVD 88     -      1588.3    (meters)    5211.     (feet)  VERTCON   
 OW0263  ___________________________________________________________________
 OW0263  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 OW0263  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 OW0263
 OW0263  HORZ ORDER  -  THIRD
 OW0263
 OW0263.The horizontal coordinates were established by classical geodetic methods
 OW0263.and adjusted by the National Geodetic Survey in January 1997..
 OW0263
 OW0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0263
 OW0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0263
 OW0263.The geoid height was determined by GEOID03.
 OW0263
 OW0263;                    North         East     Units Scale Factor Converg.
 OW0263;SPC WYWC     -   298,434.009   643,151.026   MT  0.99996040   +0 21 47.8
 OW0263;UTM  12      - 4,785,205.845   725,982.320   MT  1.00022826   +1 54 14.1
 OW0263
 OW0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0263!SPC WYWC     -   0.99975325  x   0.99996040  =   0.99971366
 OW0263!UTM  12      -   0.99975325  x   1.00022826  =   0.99998145
 OW0263
 OW0263:                Primary Azimuth Mark                     Grid Az
 OW0263:SPC WYWC     -  SHOSHONE C AND NW RR TANK                059 22 50.1
 OW0263:UTM  12      -  SHOSHONE C AND NW RR TANK                057 50 23.8
 OW0263
 OW0263|---------------------------------------------------------------------|
 OW0263| PID    Reference Object                     Distance      Geod. Az  |
 OW0263|                                                           dddmmss.s |
 OW0263| OW0259 SHOSHONE C AND NW RR TANK           APPROX.10.7 KM 0594437.9 |
 OW0263| CP4530 BEND RM 1                             8.228 METERS 12617     |
 OW0263| CP4531 BEND RM 2                            11.899 METERS 19857     |
 OW0263| CP4529 BEND AZ MK                                         2301106.8 |
 OW0263|---------------------------------------------------------------------|
 OW0263
 OW0263                          SUPERSEDED SURVEY CONTROL
 OW0263
 OW0263  NAD 83(1986)-  43 11 08.97434(N)    108 13 09.02026(W) AD(       ) 3
 OW0263  NAD 27      -  43 11 09.12400(N)    108 13 06.64700(W) AD(       ) 3
 OW0263  NGVD 29 (11/06/89) 1587.3    (m)         5208.     (f) VERT ANG       
 OW0263
 OW0263.Superseded values are not recommended for survey control.
 OW0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0263.See file dsdata.txt to determine how the superseded data were derived.
 OW0263
 OW0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2598285206(NAD 83)
 OW0263_MARKER: DS = TRIANGULATION STATION DISK
 OW0263_SETTING: 80 = SET IN A BOULDER
 OW0263_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OW0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0263
 OW0263  HISTORY     - Date     Condition        Report By
 OW0263  HISTORY     - 1936     MONUMENTED       CGS
 OW0263
 OW0263                          STATION DESCRIPTION
 OW0263
 OW0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0263'ABOUT 11 MILES NORTHEAST OF RIVERTON, ABOUT 6 MILES SOUTHWEST
 OW0263'OF SHOSHONI, 1 MILE WEST OF BIG HORN RIVER, 1-1/2 MILES
 OW0263'SOUTHEAST OF U.S. HIGHWAY 320, ON HIGHEST AND MOST SOUTHERLY
 OW0263'OF GROUP OF LOW ROCKY BUTTES, AND 3 FEET NORTH OF SOUTH
 OW0263'EDGE OF BUTTE, TOP OF WHICH IS LEVEL AND GRAVELLY.  TO REACH
 OW0263'FROM INTERSECTION OF U.S. HIGHWAYS 20 AND 320 IN SHOSHONI,
 OW0263'FOLLOW HIGHWAY 320 WEST, AND AT 5.9 MILES TURN LEFT ONTO
 OW0263'OLD HIGHWAY AND GO SOUTHWEST.  AT 8.0 MILES REACH CURVE IN
 OW0263'OLD HIGHWAY, FROM WHICH STATION IS ABOUT 1/4 MILE TO EAST.
 OW0263'TRUCK CAN BE DRIVEN TO SOUTH END OF BUTTE BY FOLLOWING UP
 OW0263'DRAW PASSING SOUTHWEST OF STATION, THENCE NORTHEASTERLY TO
 OW0263'BASE OF BUTTE, TOTAL DISTANCE OF 1/2 MILE.  BACK PACK
 OW0263'REQUIRES 5 MINUTES.  STATION MARK IS STANDARD DISK IN
 OW0263'BOULDER, PROJECTING ABOUT 2 INCHES.  REFERENCE
 OW0263'MARKS ARE STANDARD DISKS IN ROCK LEDGES, WHICH
 OW0263'PROJECT FROM SLOPING SIDES OF BUTTE.  NO. 1 IS ON
 OW0263'SOUTHEAST SLOPE, 8.228 METERS (26.99 FEET) SOUTHEAST OF
 OW0263'STATION S 53 DEG 43 MIN E.  NO. 2 IS ON SOUTH SLOPE,
 OW0263'11.899 METERS (39.04 FEET) SOUTH S 18 DEG 57 MIN W.
 OW0263'DISTANCE BETWEEN REFERENCE MARKS IS 12.280 METERS
 OW0263'(40.29 FEET).  AZIMUTH MARK IS STANDARD DISK IN
 OW0263'BOULDER, WHICH PROJECTS ABOUT 2 FEET, IS ABOUT
 OW0263'100 FEET SOUTH OF SOUTHERLY ONE OF TWO STONE PILLARS, AND
 OW0263'IS ABOUT 1/4 MILE SOUTHWEST OF STATION S 50 DEG 11 MIN W.
 OW0263'SHOSHONI, C. AND N. W. RY., REDWOOD WATER
 OW0263'TANK, FINIAL MAY ALSO BE
 OW0263'USED AS AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0312 ***********************************************************************
 NS0312  DESIGNATION -  BEND
 NS0312  PID         -  NS0312
 NS0312  STATE/COUNTY-  WY/FREMONT
 NS0312  USGS QUAD   -  RAY LAKE (1978)
 NS0312
 NS0312                         *CURRENT SURVEY CONTROL
 NS0312  ___________________________________________________________________
 NS0312* NAD 83(1993)-  42 58 45.99570(N)    108 45 55.50608(W)     ADJUSTED  
 NS0312* NAVD 88     -      1682.0    (meters)    5518.     (feet)  VERTCON   
 NS0312  ___________________________________________________________________
 NS0312  LAPLACE CORR-         -15.93  (seconds)                    DEFLEC99
 NS0312  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 NS0312
 NS0312  HORZ ORDER  -  THIRD
 NS0312
 NS0312.The horizontal coordinates were established by classical geodetic methods
 NS0312.and adjusted by the National Geodetic Survey in January 1997..
 NS0312
 NS0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0312
 NS0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0312
 NS0312.The geoid height was determined by GEOID03.
 NS0312
 NS0312;                    North         East     Units Scale Factor Converg.
 NS0312;SPC WYWC     -   275,370.335   598,742.432   MT  0.99993752   -0 00 37.8
 NS0312;UTM  12      - 4,760,954.852   682,201.107   MT  1.00000841   +1 31 25.7
 NS0312
 NS0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0312!SPC WYWC     -   0.99973820  x   0.99993752  =   0.99967574
 NS0312!UTM  12      -   0.99973820  x   1.00000841  =   0.99974661
 NS0312
 NS0312:                Primary Azimuth Mark                     Grid Az
 NS0312:SPC WYWC     -  WAMPUM                                   296 33 12.6
 NS0312:UTM  12      -  WAMPUM                                   295 01 09.1
 NS0312
 NS0312|---------------------------------------------------------------------|
 NS0312| PID    Reference Object                     Distance      Geod. Az  |
 NS0312|                                                           dddmmss.s |
 NS0312| NS0329 WAMPUM                              APPROX. 1.8 KM 2963234.8 |
 NS0312|---------------------------------------------------------------------|
 NS0312
 NS0312                          SUPERSEDED SURVEY CONTROL
 NS0312
 NS0312  NAD 83(1986)-  42 58 45.97372(N)    108 45 55.51067(W) AD(       ) 3
 NS0312  NGVD 29 (11/06/89) 1681.0    (m)         5515.     (f) VERT ANG       
 NS0312
 NS0312.Superseded values are not recommended for survey control.
 NS0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0312.See file dsdata.txt to determine how the superseded data were derived.
 NS0312
 NS0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8220160955(NAD 83)
 NS0312_MARKER: DD = SURVEY DISK
 NS0312_SETTING: 0 = UNSPECIFIED SETTING
 NS0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0312
 NS0312  HISTORY     - Date     Condition        Report By
 NS0312  HISTORY     - 1950     MONUMENTED       USGS
 NS0312
 NS0312                          STATION DESCRIPTION
 NS0312
 NS0312'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0312'STATION IS LOCATED APPROXIMATELY 10 MI. AIRLINE NNE. OF LANDER AND 6
 NS0312'MI. AIRLINE ESE. OF FT. WASHAKIE, ON A SMALL ROCKY KNOLL ON THE N.
 NS0312'SLOPE OF MILL CREEK VALLEY, IN SEC. 16, T 1 S, R 1 E.
 NS0312'
 NS0312'TO REACH STATION FROM W. END OF MAIN STREET AT HIGH SCHOOL BUILDING,
 NS0312'IN LANDER, GO N. ON U.S. HIGHWAY 287 8.0 MI. TO WHERE HIGHWAY TURNS
 NS0312'LEFT AND JUNCTION OF DIRT RD. N.  TAKE DIRT RD. 0.7 MI. TO Y-RD.
 NS0312'TAKE RIGHT FORK AND FOLLOW MAIN RD. E. 1.1 MI. TO WHERE RD. TURNS
 NS0312'LEFT (N.).  TURN LEFT 1.5 MI. TO WHERE RD. TURNS RIGHT (E.).  TURN
 NS0312'RIGHT 0.5 MI. TO WHERE RD. TURNS LEFT (N.), TURN LEFT FOR 0.3 MI.
 NS0312'STATION IS ABOUT 75 FT. E. OF RD. ON SMALL ROCK KNOLL.
 NS0312'
 NS0312'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING 2
 NS0312'IN. ABOVE THE GROUND, STAMPED---WR-BEND 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0113 ***********************************************************************
 OX0113  DESIGNATION -  BENNIE
 OX0113  PID         -  OX0113
 OX0113  STATE/COUNTY-  WY/LINCOLN
 OX0113  USGS QUAD   -  FERRY PEAK (1996)
 OX0113
 OX0113                         *CURRENT SURVEY CONTROL
 OX0113  ___________________________________________________________________
 OX0113* NAD 83(1986)-  43 11 43.     (N)    110 54 50.     (W)     SCALED    
 OX0113* NAVD 88     -      1751.841  (meters)    5747.50   (feet)  ADJUSTED  
 OX0113  ___________________________________________________________________
 OX0113  GEOID HEIGHT-         -10.29  (meters)                     GEOID03
 OX0113  DYNAMIC HT  -        1750.662 (meters)    5743.63  (feet)  COMP
 OX0113  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 OX0113
 OX0113  VERT ORDER  -  SECOND    CLASS 0
 OX0113
 OX0113.The horizontal coordinates were scaled from a topographic map and have
 OX0113.an estimated accuracy of +/- 6 seconds.
 OX0113
 OX0113.The orthometric height was determined by differential leveling
 OX0113.and adjusted by the National Geodetic Survey in June 1991..
 OX0113
 OX0113.The geoid height was determined by GEOID03.
 OX0113
 OX0113.The dynamic height is computed by dividing the NAVD 88
 OX0113.geopotential number by the normal gravity value computed on the
 OX0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0113.degrees latitude (g = 980.6199 gals.).
 OX0113
 OX0113.The modeled gravity was interpolated from observed gravity values.
 OX0113
 OX0113;                    North         East    Units  Estimated Accuracy
 OX0113;SPC WY W     -   399,680.      732,500.      MT  (+/- 180 meters Scaled)
 OX0113
 OX0113                          SUPERSEDED SURVEY CONTROL
 OX0113
 OX0113  NGVD 29 (??/??/92) 1750.582  (m)         5743.37   (f) ADJ UNCH    2 0
 OX0113
 OX0113.Superseded values are not recommended for survey control.
 OX0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0113.See file dsdata.txt to determine how the superseded data were derived.
 OX0113
 OX0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN069825(NAD 83)
 OX0113_MARKER: DD = SURVEY DISK
 OX0113_SETTING: 66 = SET IN ROCK OUTCROP
 OX0113_SP_SET: ROCK OUTCROP
 OX0113_STAMPING: BENNIE 1946
 OX0113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0113+STABILITY: POSITION/ELEVATION WELL
 OX0113
 OX0113  HISTORY     - Date     Condition        Report By
 OX0113  HISTORY     - 1946     MONUMENTED       DOD
 OX0113  HISTORY     - 1948     GOOD             NGS
 OX0113  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0113
 OX0113                          STATION DESCRIPTION
 OX0113
 OX0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OX0113'6.8 MI NE FROM ALPINE.
 OX0113'6.8 MILES NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST OFFICE
 OX0113'AT ALPINE, ON THE OUTSIDE OF A CURVE, 45.0 FEET SOUTHEAST OF THE
 OX0113'CENTER LINE OF THE ROAD, 4.5 FEET NORTH OF A WITNESS POST, SET IN THE
 OX0113'TOP OF A ROCK OUTCROP PROJECTING 1.5 FEET ABOVE THE GROUND AND ABOUT 6
 OX0113'FEET BELOW THE ROAD.
 OX0113
 OX0113                          STATION RECOVERY (1965)
 OX0113
 OX0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0308 ***********************************************************************
 OW0308  DESIGNATION -  BERRY
 OW0308  PID         -  OW0308
 OW0308  STATE/COUNTY-  WY/HOT SPRINGS
 OW0308  USGS QUAD   -  SOAPY DALE PEAK (1991)
 OW0308
 OW0308                         *CURRENT SURVEY CONTROL
 OW0308  ___________________________________________________________________
 OW0308* NAD 83(1993)-  43 52 34.27918(N)    109 00 00.63552(W)     ADJUSTED  
 OW0308* NAVD 88     -      2717.2    (meters)    8915.     (feet)  VERTCON   
 OW0308  ___________________________________________________________________
 OW0308  LAPLACE CORR-         -18.58  (seconds)                    DEFLEC99
 OW0308  GEOID HEIGHT-          -9.67  (meters)                     GEOID03
 OW0308
 OW0308  HORZ ORDER  -  THIRD
 OW0308
 OW0308.The horizontal coordinates were established by classical geodetic methods
 OW0308.and adjusted by the National Geodetic Survey in January 1997..
 OW0308
 OW0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0308
 OW0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0308
 OW0308.The geoid height was determined by GEOID03.
 OW0308
 OW0308;                    North         East     Units Scale Factor Converg.
 OW0308;SPC WYWC     -   375,023.798   579,893.867   MT  0.99994247   -0 10 24.2
 OW0308;UTM  12      - 4,860,065.364   660,668.442   MT  0.99991751   +1 23 11.0
 OW0308
 OW0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0308!SPC WYWC     -   0.99957562  x   0.99994247  =   0.99951812
 OW0308!UTM  12      -   0.99957562  x   0.99991751  =   0.99949317
 OW0308
 OW0308:                Primary Azimuth Mark                     Grid Az
 OW0308:SPC WYWC     -  COTTONWOOD 2                             220 19 33.9
 OW0308:UTM  12      -  COTTONWOOD 2                             218 45 58.7
 OW0308
 OW0308|---------------------------------------------------------------------|
 OW0308| PID    Reference Object                     Distance      Geod. Az  |
 OW0308|                                                           dddmmss.s |
 OW0308| OW0310 COTTONWOOD 2                        APPROX. 8.0 KM 2200909.7 |
 OW0308|---------------------------------------------------------------------|
 OW0308
 OW0308                          SUPERSEDED SURVEY CONTROL
 OW0308
 OW0308  NAD 83(1986)-  43 52 34.26900(N)    109 00 00.62782(W) AD(       ) 3
 OW0308  NAD 27      -  43 52 34.43594(N)    108 59 58.14596(W) AD(       ) 3
 OW0308  NGVD 29 (07/19/86) 2715.9    (m)         8910.     (f) VERT ANG       
 OW0308
 OW0308.Superseded values are not recommended for survey control.
 OW0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0308.See file dsdata.txt to determine how the superseded data were derived.
 OW0308
 OW0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6066860065(NAD 83)
 OW0308_MARKER: DD = SURVEY DISK
 OW0308_SETTING: 66 = SET IN ROCK OUTCROP
 OW0308_SP_SET: SET IN ROCK OUTCROP
 OW0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0308+STABILITY: POSITION/ELEVATION WELL
 OW0308
 OW0308  HISTORY     - Date     Condition        Report By
 OW0308  HISTORY     - 1954     MONUMENTED       USGS
 OW0308
 OW0308                          STATION DESCRIPTION
 OW0308
 OW0308'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0308'THE STATION LOCATED APPROXIMATELY 21 MI. AIR SSW. OF MEETEETSE,
 OW0308'WYOMING, ON THE DIVIDE BETWEEN THE S. FORK OF GOOSEBERRY CREEK AND THE
 OW0308'MAIN BRANCH OF GRASS CREEK, ON A SMALL TOP WHICH BARELY PROJECTS ABOVE
 OW0308'HEAVY TIMBER,  APPROXIMATELY 1 MI. WNW. OF A SAWMILL HIGH ON GRASS
 OW0308'CREEK - STATION IS VISIBLE FROM THE SAWMILL.- IN SEC.8, T.45 N.,
 OW0308'R.101 W.
 OW0308'
 OW0308'TO REACH FROM THE POST OFFICE AT MEETEETSE, GO SE. ON STATE HIGHWAY
 OW0308'120 FOR 18.2 MI. THEN RIGHT S. ON AN OILED RD. FOR 4.8 MI. TO GRASS
 OW0308'CREEK,WYOMING GO W.AND SW.ON AN ALTERNATELY OILED AND GRADED DIRT RD.,
 OW0308'WHICH CLOSELY FOLLOWS THE MAIN BRANCH OF GRASS CREEK FOR 21.1 MI. TO A
 OW0308'SAWMILL HIGH ON GRASS CREEK, TURN RIGHT ON A DIM LOGGING RD. WHICH
 OW0308'FOLLOWS A SMALL TRIBUTARY OF GRASS CREEK, 0.8 MI. WNW. TO THE END OF
 OW0308'THE RD. GO RIGHT N.ON FOOT TO THE CREST OF A RIDGE, AND WNW. UP THE
 OW0308'CREST OF THE RIDGE TO THE SUMMIT OF THE DIVIDE AND STATION.
 OW0308'DISTANCE ON FOOT IS APPROXIMATELY 1 MI.
 OW0308'
 OW0308'STATION MARK - STANDARD TABLET STAMPED ---BERRY 1954 8912--- CEMENTED
 OW0308'IN ROCK APPROXIMATELY FLUSH WITH THE GROUND.
 OW0308'
 OW0308'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN ROOT OF A 12 IN. PINE
 OW0308'TREE, 27.18 FT., N 34 DEG 46 MIN W.
 OW0308'
 OW0308'REFERENCE MARK NO.2 RAILROAD SPIKE DRIVEN IN BASE OF A 12 IN.PINE TREE
 OW0308'69.50 FT., N 47 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1247 ***********************************************************************
 PY1247  DESIGNATION -  BERRY
 PY1247  PID         -  PY1247
 PY1247  STATE/COUNTY-  WY/TETON
 PY1247  USGS QUAD   -  SURVEY PEAK (1989)
 PY1247
 PY1247                         *CURRENT SURVEY CONTROL
 PY1247  ___________________________________________________________________
 PY1247* NAD 83(1993)-  44 03 25.41895(N)    110 47 46.94655(W)     ADJUSTED  
 PY1247* NAVD 88     -      2730.     (meters)    8957.     (feet)  VERTCON   
 PY1247  ___________________________________________________________________
 PY1247  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 PY1247  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 PY1247
 PY1247  HORZ ORDER  -  THIRD
 PY1247
 PY1247.The horizontal coordinates were established by classical geodetic methods
 PY1247.and adjusted by the National Geodetic Survey in January 1997..
 PY1247
 PY1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1247
 PY1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1247
 PY1247.The geoid height was determined by GEOID03.
 PY1247
 PY1247;                    North         East     Units Scale Factor Converg.
 PY1247;SPC WY W     -   495,336.324   742,868.078   MT  0.99997763   -0 29 45.0
 PY1247;UTM  12      - 4,878,230.645   516,309.877   MT  0.99960327   +0 08 29.7
 PY1247
 PY1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1247!SPC WY W     -   0.99957342  x   0.99997763  =   0.99955105
 PY1247!UTM  12      -   0.99957342  x   0.99960327  =   0.99917685
 PY1247
 PY1247                          SUPERSEDED SURVEY CONTROL
 PY1247
 PY1247  NAD 83(1993)-  44 03 25.41718(N)    110 47 46.93994(W) AD(       ) 3
 PY1247  NAD 83(1986)-  44 03 25.41463(N)    110 47 46.93135(W) AD(       ) 3
 PY1247  NAD 27      -  44 03 25.68068(N)    110 47 44.11508(W) AD(       ) 3
 PY1247  NGVD 29 (07/19/86) 2729.     (m)         8953.     (f) VERT ANG       
 PY1247
 PY1247.Superseded values are not recommended for survey control.
 PY1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1247.See file dsdata.txt to determine how the superseded data were derived.
 PY1247
 PY1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1631078231(NAD 83)
 PY1247
 PY1247  HISTORY     - Date     Condition        Report By
 PY1247  HISTORY     - 1931     MONUMENTED       USGS
 PY1247  HISTORY     - 1946     GOOD             USGS
 PY1247
 PY1247                          STATION DESCRIPTION
 PY1247
 PY1247'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 PY1247'ON THE S. END OF A RIDGE SHOWING EVIDENCE OF AN OLD BURN, ON THE
 PY1247'DIVIDE BETWEEN FALL RIVER AND THE S. FORK OF THE SNAKE RIVER, ABOUT
 PY1247'2 MI. N. OF BERRY CREEK AND 3 MI. W. OF THE SNAKE RIVER.
 PY1247'
 PY1247'RECOVERED.
 PY1247'
 PY1247'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---BERRY 1931---, SET
 PY1247'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1058 ***********************************************************************
 MO1058  DESIGNATION -  BERRY
 MO1058  PID         -  MO1058
 MO1058  STATE/COUNTY-  WY/LARAMIE
 MO1058  USGS QUAD   -  POLE CREEK RANCH (1991)
 MO1058
 MO1058                         *CURRENT SURVEY CONTROL
 MO1058  ___________________________________________________________________
 MO1058* NAD 83(1993)-  41 22 07.08100(N)    104 38 35.75830(W)     ADJUSTED  
 MO1058* NAVD 88     -      1823.     (meters)    5981.     (feet)  SCALED    
 MO1058  ___________________________________________________________________
 MO1058  LAPLACE CORR-          -8.11  (seconds)                    DEFLEC99
 MO1058  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 MO1058
 MO1058  HORZ ORDER  -  THIRD
 MO1058
 MO1058.The horizontal coordinates were established by classical geodetic methods
 MO1058.and adjusted by the National Geodetic Survey in January 1997..
 MO1058
 MO1058.The orthometric height was scaled from a topographic map.
 MO1058
 MO1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1058
 MO1058.The geoid height was determined by GEOID03.
 MO1058
 MO1058;                    North         East     Units Scale Factor Converg.
 MO1058;SPC WY E     -    96,590.211   243,787.474   MT  0.99996109   +0 20 45.3
 MO1058;UTM  13      - 4,579,741.586   529,834.106   MT  0.99961095   +0 14 08.8
 MO1058
 MO1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1058!SPC WY E     -   0.99971673  x   0.99996109  =   0.99967783
 MO1058!UTM  13      -   0.99971673  x   0.99961095  =   0.99932779
 MO1058
 MO1058|---------------------------------------------------------------------|
 MO1058| PID    Reference Object                     Distance      Geod. Az  |
 MO1058|                                                           dddmmss.s |
 MO1058| CP9639 BERRY RM 2                           12.345 METERS 16501     |
 MO1058| CP9638 BERRY RM 1                           15.491 METERS 26835     |
 MO1058| MO1060 COYOTE                              APPROX. 4.9 KM 3533106.7 |
 MO1058|---------------------------------------------------------------------|
 MO1058
 MO1058                          SUPERSEDED SURVEY CONTROL
 MO1058
 MO1058  NAD 83(1986)-  41 22 07.06568(N)    104 38 35.75635(W) AD(       ) 3
 MO1058  NAD 27      -  41 22 07.13480(N)    104 38 33.88600(W) AD(       ) 3
 MO1058
 MO1058.Superseded values are not recommended for survey control.
 MO1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1058.See file dsdata.txt to determine how the superseded data were derived.
 MO1058
 MO1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2983479742(NAD 83)
 MO1058_MARKER: DS = TRIANGULATION STATION DISK
 MO1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1058
 MO1058  HISTORY     - Date     Condition        Report By
 MO1058  HISTORY     - 1959     MONUMENTED       CGS
 MO1058
 MO1058                          STATION DESCRIPTION
 MO1058
 MO1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1058'THE STATION IS LOCATED 18-1/2 MILES, AIRLINE, NORTHEAST OF
 MO1058'CHEYENNE IN SECTION 10, T15N, R65W IN OPEN PASTURE LAND NEAR
 MO1058'A WOODEN WINDMILL.
 MO1058'
 MO1058'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN CHEYENNE
 MO1058'GO NORTHWEST ON CENTRAL AVENUE FOR 0.4 MILE TO PERSHING
 MO1058'BOULEVARD.  TURN LEFT ON PERSHING BOULEVARD AND GO 0.8 MILE
 MO1058'TO INTERSTATE HIGHWAY 25.  TURN RIGHT, NORTH ON INTERSTATE
 MO1058'HIGHWAY 25 AND GO 5.7 MILES TO THE JUNCTION OF U.S. HIGHWAYS
 MO1058'85 AND 87.  TURN RIGHT, NORTHEAST ON U.S. HIGHWAY 85 AND
 MO1058'GO 13.2 MILES TO AN OILED ROAD LEFT.  TURN LEFT, NORTH AND
 MO1058'GO 2.2 MILES TO A CATTLEGUARD ON THE LEFT.  TURN A SHARP
 MO1058'LEFT, SOUTHWEST ON A TRACK ROAD AND GO 0.8 MILE TO THE
 MO1058'STATION ON THE RIGHT JUST BEFORE REACHING A WOODEN WINDMILL.
 MO1058'
 MO1058'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12
 MO1058'INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH.  IT IS 75
 MO1058'YARDS EAST-NORTHEAST OF A WOODEN WINDMILL AND 55 FEET NORTH
 MO1058'OF THE CENTER OF A TRACK ROAD.  IT IS STAMPED BERRY 1959.
 MO1058'
 MO1058'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MO1058'12 INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH.  IT IS
 MO1058'62 FEET NORTH OF THE CENTER OF A TRACK ROAD AND IS STAMPED
 MO1058'BERRY NO 1 1959.
 MO1058'
 MO1058'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MO1058'12 INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH.  IT IS
 MO1058'14 FEET NORTH OF THE CENTER OF A TRACK ROAD AND IS STAMPED
 MO1058'BERRY NO 2 1959.
 MO1058'
 MO1058'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 72.02 FEET.
 MO1058'
 MO1058'ALL OBJECTS ARE VISIBLE FROM THE GROUND.
 MO1058'
 MO1058'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0570 ***********************************************************************
 PW0570  DESIGNATION -  BERRY
 PW0570  PID         -  PW0570
 PW0570  STATE/COUNTY-  WY/JOHNSON
 PW0570  USGS QUAD   -  ARPAN BUTTE (1972)
 PW0570
 PW0570                         *CURRENT SURVEY CONTROL
 PW0570  ___________________________________________________________________
 PW0570* NAD 83(1993)-  44 30 38.24724(N)    106 21 38.03772(W)     ADJUSTED  
 PW0570* NAVD 88     -      1418.     (meters)    4652.     (feet)  SCALED    
 PW0570  ___________________________________________________________________
 PW0570  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 PW0570  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 PW0570
 PW0570  HORZ ORDER  -  THIRD
 PW0570
 PW0570.The horizontal coordinates were established by classical geodetic methods
 PW0570.and adjusted by the National Geodetic Survey in January 1997..
 PW0570
 PW0570.The orthometric height was scaled from a topographic map.
 PW0570
 PW0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0570
 PW0570.The geoid height was determined by GEOID03.
 PW0570
 PW0570;                    North         East     Units Scale Factor Converg.
 PW0570;SPC WYEC     -   545,945.236   477,344.942   MT  1.00001104   +0 40 55.1
 PW0570;UTM  13      - 4,929,489.514   391,857.515   MT  0.99974382   -0 57 14.1
 PW0570
 PW0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0570!SPC WYEC     -   0.99978004  x   1.00001104  =   0.99979107
 PW0570!UTM  13      -   0.99978004  x   0.99974382  =   0.99952391
 PW0570
 PW0570:                Primary Azimuth Mark                     Grid Az
 PW0570:SPC WYEC     -  HALEY                                    227 30 11.9
 PW0570:UTM  13      -  HALEY                                    229 08 21.1
 PW0570
 PW0570|---------------------------------------------------------------------|
 PW0570| PID    Reference Object                     Distance      Geod. Az  |
 PW0570|                                                           dddmmss.s |
 PW0570| PW0575 HALEY                               APPROX. 7.5 KM 2281107.0 |
 PW0570|---------------------------------------------------------------------|
 PW0570
 PW0570                          SUPERSEDED SURVEY CONTROL
 PW0570
 PW0570  NAD 83(1986)-  44 30 38.22814(N)    106 21 38.01120(W) AD(       ) 3
 PW0570
 PW0570.Superseded values are not recommended for survey control.
 PW0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0570.See file dsdata.txt to determine how the superseded data were derived.
 PW0570
 PW0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK9185829490(NAD 83)
 PW0570_MARKER: Z = SEE DESCRIPTION
 PW0570_SETTING: 0 = UNSPECIFIED SETTING
 PW0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0570
 PW0570  HISTORY     - Date     Condition        Report By
 PW0570  HISTORY     - 1908     MONUMENTED       USGS
 PW0570
 PW0570                          STATION DESCRIPTION
 PW0570
 PW0570'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 PW0570'STATION IS ON DIVIDE BETWEEN CLEAR CREEK AND CRAZY WOMAN CREEK, ABOUT
 PW0570'1.5 MI. SW. OF BERRYS PLACE.  RD. FROM CLEARMONT TO JOSH BERRYS RANCH
 PW0570'PASSES ABOUT 0.5 MI. E. OF STATION, WHICH IS IN SIGHT FROM THIS RD.
 PW0570'AFTER ITS DESCENT ON CRAZY WOMAN SIDE.
 PW0570'
 PW0570'STATION MARK--STONE WITH 1/2-INCH HOLE FAR CENTER PLACED IN GROUND,
 PW0570'LEVEL WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1037 ***********************************************************************
 MO1037  DESIGNATION -  BERT
 MO1037  PID         -  MO1037
 MO1037  STATE/COUNTY-  WY/LARAMIE
 MO1037  USGS QUAD   -  TRACY (1963)
 MO1037
 MO1037                         *CURRENT SURVEY CONTROL
 MO1037  ___________________________________________________________________
 MO1037* NAD 83(1993)-  41 09 07.81243(N)    104 14 08.01055(W)     ADJUSTED  
 MO1037* NAVD 88     -      1630.     (meters)    5348.     (feet)  SCALED    
 MO1037  ___________________________________________________________________
 MO1037  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 MO1037  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MO1037
 MO1037  HORZ ORDER  -  THIRD
 MO1037
 MO1037.The horizontal coordinates were established by classical geodetic methods
 MO1037.and adjusted by the National Geodetic Survey in January 1997..
 MO1037
 MO1037.The orthometric height was scaled from a topographic map.
 MO1037
 MO1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1037
 MO1037.The geoid height was determined by GEOID03.
 MO1037
 MO1037;                    North         East     Units Scale Factor Converg.
 MO1037;SPC WY E     -    72,837.237   278,154.094   MT  1.00001265   +0 36 45.9
 MO1037;UTM  13      - 4,555,931.204   564,142.872   MT  0.99965064   +0 30 11.0
 MO1037
 MO1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1037!SPC WY E     -   0.99974723  x   1.00001265  =   0.99975988
 MO1037!UTM  13      -   0.99974723  x   0.99965064  =   0.99939796
 MO1037
 MO1037:                Primary Azimuth Mark                     Grid Az
 MO1037:SPC WY E     -  BERT AZ MK                               359 55 43.1
 MO1037:UTM  13      -  BERT AZ MK                               000 02 18.0
 MO1037
 MO1037|---------------------------------------------------------------------|
 MO1037| PID    Reference Object                     Distance      Geod. Az  |
 MO1037|                                                           dddmmss.s |
 MO1037| CP9640 BERT AZ MK                                         0003229.0 |
 MO1037| CP9641 BERT RM 1                            16.720 METERS 08443     |
 MO1037| MO1026 PINE BLUFFS RURAL ELEC RADIO        APPROX.13.3 KM 0874646.8 |
 MO1037| CP9642 BERT RM 2                            20.200 METERS 18319     |
 MO1037|---------------------------------------------------------------------|
 MO1037
 MO1037                          SUPERSEDED SURVEY CONTROL
 MO1037
 MO1037  NAD 83(1986)-  41 09 07.80273(N)    104 14 08.00861(W) AD(       ) 3
 MO1037  NAD 27      -  41 09 07.86920(N)    104 14 06.17170(W) AD(       ) 3
 MO1037
 MO1037.Superseded values are not recommended for survey control.
 MO1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1037.See file dsdata.txt to determine how the superseded data were derived.
 MO1037
 MO1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6414355931(NAD 83)
 MO1037_MARKER: DS = TRIANGULATION STATION DISK
 MO1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1037
 MO1037  HISTORY     - Date     Condition        Report By
 MO1037  HISTORY     - 1963     MONUMENTED       CGS
 MO1037  HISTORY     - 1985     GOOD             DMA
 MO1037
 MO1037                          STATION DESCRIPTION
 MO1037
 MO1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1037'THE STATION IS 1-1/4 MILES SOUTH AND 1 MILE EAST OF EGBERT,
 MO1037'0.4 MILE SOUTH OF U.S. HIGHWAY 30, ON THE WEST RIGHT-OF-WAY
 MO1037'OF A NORTH-SOUTH SECTION LINE ROAD IN THE EAST CENTRAL PART OF
 MO1037'SECTION 30, T 14 N, R 61 W.
 MO1037'
 MO1037'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND MAIN
 MO1037'STREET AT THE CAUTION LIGHT IN PINE BLUFFS, GO WEST ON HIGHWAY
 MO1037'30 FOR 9.7 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR
 MO1037'161 FEET TO THE AZIMUTH MARK ON THE RIGHT NEAR A FENCE CORNER.
 MO1037'CONTINUE SOUTH ON A SECTION LINE ROAD FOR 0.4 MILE TO THE TOP OF
 MO1037'A RISE AND THE STATION ON THE RIGHT.
 MO1037'
 MO1037'STATION MARKS ARE STANDARD DISKS STAMPED BERT 1963.  THE
 MO1037'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1037'SURFACE OF THE GROUND.  IT IS 78 FEET EAST OF THE NORTHEAST
 MO1037'CORNER OF AN ABANDONED BUILDING, 28 FEET WEST OF THE CENTER OF
 MO1037'A TRACK ROAD, 4 FEET EAST OF A FENCE AND 4 FEET EAST OF A METAL
 MO1037'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MO1037'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1037'
 MO1037'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BERT NO 1 1963,
 MO1037'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 MO1037'27 FEET EAST OF THE CENTER OF THE TRACK ROAD AND 1 FOOT WEST OF A
 MO1037'FENCE.
 MO1037'
 MO1037'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BERT NO 2 1963,
 MO1037'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 MO1037'92 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ABANDONED
 MO1037'BUILDING, 31 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 1
 MO1037'FOOT EAST OF THE FENCE.
 MO1037'
 MO1037'AZIMUTH MARK IS A STANDARD DISK STAMPED BERT 1963, SET IN A
 MO1037'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 161 FEET
 MO1037'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 27 FEET WEST OF
 MO1037'THE CENTER OF A TRACK ROAD, 13.5 FEET SOUTH OF A CORNER FENCE
 MO1037'POST, 2 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF
 MO1037'A FENCE.
 MO1037'
 MO1037'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MO1037
 MO1037                          STATION RECOVERY (1985)
 MO1037
 MO1037'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MO1037'BERT 1963 FOUND GOOD.
 MO1037'
 MO1037'BERT NO 1 1963 FOUND DISTURBED (DISK MISSING).
 MO1037'
 MO1037'BERT NO 2 1963 FOUND GOOD.
 MO1037'
 MO1037'BERT 1963 (AZIMUTH MARK) FOUND GOOD.
 MO1037'
 MO1037'RECOVERED AS DESCRIBED.
 MO1037'
 MO1037'STATION BERT COULD NOT BE OCCUPIED WITH IPS VEHICLE (OFFSET
 MO1037'NECESSARY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0536 ***********************************************************************
 PV0536  DESIGNATION -  BERTHA
 PV0536  PID         -  PV0536
 PV0536  STATE/COUNTY-  WY/CROOK
 PV0536  USGS QUAD   -  BRISLAWN SCHOOL (1972)
 PV0536
 PV0536                         *CURRENT SURVEY CONTROL
 PV0536  ___________________________________________________________________
 PV0536* NAD 83(1993)-  44 38 01.01922(N)    105 03 46.37115(W)     ADJUSTED  
 PV0536* NAVD 88     -      1377.4    (meters)    4519.     (feet)  VERTCON   
 PV0536  ___________________________________________________________________
 PV0536  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 PV0536  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 PV0536
 PV0536  HORZ ORDER  -  FIRST
 PV0536
 PV0536.The horizontal coordinates were established by classical geodetic methods
 PV0536.and adjusted by the National Geodetic Survey in January 1997..
 PV0536
 PV0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0536
 PV0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0536
 PV0536.The geoid height was determined by GEOID03.
 PV0536
 PV0536;                    North         East     Units Scale Factor Converg.
 PV0536;SPC WY E     -   459,156.624   208,234.650   MT  0.99993833   +0 04 22.5
 PV0536;UTM  13      - 4,942,253.066   495,012.542   MT  0.99960031   -0 02 39.0
 PV0536
 PV0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0536!SPC WY E     -   0.99978634  x   0.99993833  =   0.99972468
 PV0536!UTM  13      -   0.99978634  x   0.99960031  =   0.99938673
 PV0536
 PV0536:                Primary Azimuth Mark                     Grid Az
 PV0536:SPC WY E     -  BERTHA AZ MK                             186 36 21.5
 PV0536:UTM  13      -  BERTHA AZ MK                             186 43 23.0
 PV0536
 PV0536|---------------------------------------------------------------------|
 PV0536| PID    Reference Object                     Distance      Geod. Az  |
 PV0536|                                                           dddmmss.s |
 PV0536| CP9643 BERTHA AZ MK                                       1864044.0 |
 PV0536| CP9644 BERTHA RM 1                           9.833 METERS 21336     |
 PV0536| CP9646 BERTHA RM 3                           8.068 METERS 26907     |
 PV0536| CP9645 BERTHA RM 2                           8.604 METERS 34727     |
 PV0536|---------------------------------------------------------------------|
 PV0536
 PV0536                          SUPERSEDED SURVEY CONTROL
 PV0536
 PV0536  NAD 83(1986)-  44 38 01.00267(N)    105 03 46.35032(W) AD(       ) 1
 PV0536  NAD 27      -  44 38 01.06400(N)    105 03 44.41900(W) AD(       ) 1
 PV0536  NGVD 29 (07/19/86) 1376.7    (m)         4517.     (f) VERT ANG       
 PV0536
 PV0536.Superseded values are not recommended for survey control.
 PV0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0536.See file dsdata.txt to determine how the superseded data were derived.
 PV0536
 PV0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK9501342253(NAD 83)
 PV0536_MARKER: DS = TRIANGULATION STATION DISK
 PV0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0536
 PV0536  HISTORY     - Date     Condition        Report By
 PV0536  HISTORY     - 1949     MONUMENTED       CGS
 PV0536  HISTORY     - 1963     GOOD             USFS
 PV0536  HISTORY     - 1966     GOOD             CGS
 PV0536  HISTORY     - 1969     GOOD             CGS
 PV0536  HISTORY     - 1981     GOOD             LOCENG
 PV0536
 PV0536                          STATION DESCRIPTION
 PV0536
 PV0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0536'STATION IS LOCATED ON LAND OWNED BY HELEN ZIMMERSCHIDE, ABOUT
 PV0536'25 MILES SOUTH OF THE MONTANA-WYOMING STATE LINE, ABOUT 14
 PV0536'MILES EAST OF WESTON POST OFFICE, ABOUT 5 MILES EAST OF THE
 PV0536'TEX JOHNSON RANCH, ON THE MAIN RIDGE BETWEEN THE LITTLE
 PV0536'MISSOURI RIVER AND THE LITTLE POWDER RIVER, AND 8 FEET NORTHWEST
 PV0536'OF A WITNESS POST.
 PV0536'
 PV0536'TO REACH FROM THE MAIN INTERSECTION IN MOORCROFT, GO WEST
 PV0536'ON U.S. HIGHWAY 14 AND 16 FOR 2.3 MILES TO THE TEXAS TRAIL
 PV0536'MONUMENT AND A SIDE ROAD RIGHT.  TURN RIGHT ON GRAVELED
 PV0536'ROAD AND GO 18.3 MILES TO A FORK.  BEAR LEFT AND GO 6.6 MILES
 PV0536'TO BURCHS MAIL BOX AND SIDE ROAD LEFT.  TURN LEFT THROUGH
 PV0536'GATE AND FOLLOW TRACK ROAD FOR 0.3 MILE TO A FORK.  BEAR
 PV0536'RIGHT AND GO 2.5 MILES TO A RANCH HOUSE.  CONTINUE FOR 1.1
 PV0536'MILES TO WIRE GATE.  PASS THROUGH GATE AND GO 0.2 MILE TO
 PV0536'REVERSE Y.  TURN SHARP RIGHT AND GO 0.25 MILE TO TOP OF
 PV0536'RIDGE AND STATION.
 PV0536'
 PV0536'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.4
 PV0536'MILE TO FENCE AND MARK.
 PV0536'
 PV0536'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0536'CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK
 PV0536'IS STAMPED BERTHA 1949.
 PV0536'
 PV0536'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0536'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND
 PV0536'THE DISK IS STAMPED BERTHA NO 1 1949.
 PV0536'
 PV0536'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PV0536'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 PV0536'THE DISK IS STAMPED BERTHA NO 2 1949.
 PV0536'
 PV0536'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0536'CONCRETE POST.  IT IS 50 FEET SOUTH OF A TRACK ROAD, 3 FEET
 PV0536'EAST OF A WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.
 PV0536'THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED BERTHA 1949.
 PV0536
 PV0536                          STATION RECOVERY (1963)
 PV0536
 PV0536'RECOVERY NOTE BY US FOREST SERVICE 1963
 PV0536'STATION FOUND AS DESCRIBED.  R.M. 1 IS DESTROYED.  ALL OTHER
 PV0536'MARKS IN GOOD CONDITION.
 PV0536
 PV0536                          STATION RECOVERY (1966)
 PV0536
 PV0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 PV0536'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 PV0536'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NUMBER ONE
 PV0536'WHICH HAS BEEN BROKEN OFF.  THE DESCRIPTION TO REACH THE
 PV0536'STATION WAS FOUND TO BE COMPLETELY ADEQUATE.  THIS STATION
 PV0536'WAS OCCUPIED BY ASTRONOMIC PARTY G-47.
 PV0536
 PV0536                          STATION RECOVERY (1969)
 PV0536
 PV0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 PV0536'STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 PV0536'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 FOUND
 PV0536'DESTROYED.  REFERENCE MARK NO. 3 WAS SET 26.47 FEET WEST OF
 PV0536'STATION AND 8 FEET WEST OF A TRACK ROAD.  THE MARK IS FLUSH WITH
 PV0536'THE GROUND.  THERE WERE NO OBJECTS TO MEASURE THE STATION
 PV0536'MARK AND REFERENCE MARKS TO.  THE 1949 DESCRIPTION IS ADEQUATE
 PV0536'FOR RECOVERY.  A 2 WHEEL DRIVE VEHICLE MAY BE DRIVEN TO THE
 PV0536'STATION IN DRY WEATHER ONLY.
 PV0536'
 PV0536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILE E
 PV0536'OF WESTON
 PV0536
 PV0536                          STATION RECOVERY (1981)
 PV0536
 PV0536'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (RO)
 PV0536'BERTHA (1949) RECOVERED GOOD.
 PV0536'
 PV0536'AZIMUTH MARK BERTHA (1949) RECOVERED GOOD.
 PV0536'
 PV0536'NO CHECK MADE ON REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0528 ***********************************************************************
 MQ0528  DESIGNATION -  BETTY ET
 MQ0528  PID         -  MQ0528
 MQ0528  STATE/COUNTY-  WY/SWEETWATER
 MQ0528  USGS QUAD   -  THOMAN SCHOOL (1980)
 MQ0528
 MQ0528                         *CURRENT SURVEY CONTROL
 MQ0528  ___________________________________________________________________
 MQ0528* NAD 83(1993)-  41 59 45.73801(N)    109 50 26.63870(W)     ADJUSTED  
 MQ0528* NAVD 88     -      1975.6    (meters)    6482.     (feet)  VERTCON   
 MQ0528  ___________________________________________________________________
 MQ0528  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 MQ0528  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 MQ0528
 MQ0528  HORZ ORDER  -  THIRD
 MQ0528
 MQ0528.The horizontal coordinates were established by classical geodetic methods
 MQ0528.and adjusted by the National Geodetic Survey in January 1997..
 MQ0528
 MQ0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0528
 MQ0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0528
 MQ0528.The geoid height was determined by GEOID03.
 MQ0528
 MQ0528;                    North         East     Units Scale Factor Converg.
 MQ0528;SPC WYWC     -   166,713.267   509,631.404   MT  1.00003795   -0 43 47.4
 MQ0528;UTM  12      - 4,649,986.310   596,014.391   MT  0.99971343   +0 46 32.5
 MQ0528
 MQ0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0528!SPC WYWC     -   0.99969251  x   1.00003795  =   0.99973044
 MQ0528!UTM  12      -   0.99969251  x   0.99971343  =   0.99940602
 MQ0528
 MQ0528:                Primary Azimuth Mark                     Grid Az
 MQ0528:SPC WYWC     -  DIRTY ET                                 251 20 14.1
 MQ0528:UTM  12      -  DIRTY ET                                 249 49 54.2
 MQ0528
 MQ0528|---------------------------------------------------------------------|
 MQ0528| PID    Reference Object                     Distance      Geod. Az  |
 MQ0528|                                                           dddmmss.s |
 MQ0528| MQ0529 DIRTY ET                            APPROX. 3.0 KM 2503626.7 |
 MQ0528|---------------------------------------------------------------------|
 MQ0528
 MQ0528                          SUPERSEDED SURVEY CONTROL
 MQ0528
 MQ0528  NAD 83(1986)-  41 59 45.72646(N)    109 50 26.63364(W) AD(       ) 3
 MQ0528  NAD 27      -  41 59 45.89590(N)    109 50 24.09741(W) AD(       ) 3
 MQ0528  NGVD 29 (07/19/86) 1974.3    (m)         6477.     (f) VERT ANG       
 MQ0528
 MQ0528.Superseded values are not recommended for survey control.
 MQ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0528.See file dsdata.txt to determine how the superseded data were derived.
 MQ0528
 MQ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM9601449986(NAD 83)
 MQ0528
 MQ0528  HISTORY     - Date     Condition        Report By
 MQ0528  HISTORY     - 1962     MONUMENTED       USGS
 MQ0528  HISTORY     - 1963     GOOD             USGS
 MQ0528
 MQ0528                          STATION DESCRIPTION
 MQ0528
 MQ0528'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MQ0528'STATION LOCATED 12.5 MI. (AIRLINE) E. OF FONTENELLE, WYOMING.
 MQ0528'
 MQ0528'TO REACH THE STATION FROM FONTENELLE POST OFFICE AND GAS STATION,
 MQ0528'GO 12.5 MI. SE. ALONG FARSON CUTOFF RD. TO OLD GRADED DIRT RD. N.
 MQ0528'TURN LEFT (N.) ALONG OLD GRADED RD. 2.5 MI. TO Y-RD. NE.  TAKE LEFT
 MQ0528'FORK, CONTINUE N. 1.0 MI. TO E-W. CROSSROAD.  CONTINUE NORTHERLY
 MQ0528'1.5 MI. TO E-W. T-TRACK RD.  TURN LEFT (W.) 0.5 MI. ALONG TRACK RD.
 MQ0528'TURN RIGHT (N.) AND CROSS COUNTRY 0.2 MI. TO TOP OF HILL AND STATION.
 MQ0528'
 MQ0528'RECOVERED.
 MQ0528'
 MQ0528'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST PROJECTING 0.2
 MQ0528'FT. ABOVE GROUND, STAMPED ---BETTY-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0489 ***********************************************************************
 NR0489  DESIGNATION -  BETWEEN
 NR0489  PID         -  NR0489
 NR0489  STATE/COUNTY-  WY/FREMONT
 NR0489  USGS QUAD   -  MUSKRAT BASIN (1984)
 NR0489
 NR0489                         *CURRENT SURVEY CONTROL
 NR0489  ___________________________________________________________________
 NR0489* NAD 83(1993)-  42 44 09.59239(N)    107 45 42.38884(W)     ADJUSTED  
 NR0489* NAVD 88     -      2014.5    (meters)    6609.     (feet)  VERTCON   
 NR0489  ___________________________________________________________________
 NR0489  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 NR0489  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NR0489
 NR0489  HORZ ORDER  -  THIRD
 NR0489
 NR0489.The horizontal coordinates were established by classical geodetic methods
 NR0489.and adjusted by the National Geodetic Survey in January 1997..
 NR0489
 NR0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0489
 NR0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0489
 NR0489.The geoid height was determined by GEOID03.
 NR0489
 NR0489;                    North         East     Units Scale Factor Converg.
 NR0489;SPC WYWC     -   248,801.172   680,920.247   MT  1.00001803   +0 40 14.4
 NR0489;UTM  13      - 4,735,197.569   273,923.893   MT  1.00022884   -1 52 30.0
 NR0489
 NR0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0489!SPC WYWC     -   0.99968613  x   1.00001803  =   0.99970416
 NR0489!UTM  13      -   0.99968613  x   1.00022884  =   0.99991490
 NR0489
 NR0489:                Primary Azimuth Mark                     Grid Az
 NR0489:SPC WYWC     -  STREAK                                   162 44 40.5
 NR0489:UTM  13      -  STREAK                                   165 17 24.9
 NR0489
 NR0489|---------------------------------------------------------------------|
 NR0489| PID    Reference Object                     Distance      Geod. Az  |
 NR0489|                                                           dddmmss.s |
 NR0489| NR0488 STREAK                              APPROX. 4.5 KM 1632454.9 |
 NR0489|---------------------------------------------------------------------|
 NR0489
 NR0489                          SUPERSEDED SURVEY CONTROL
 NR0489
 NR0489  NAD 83(1986)-  42 44 09.58055(N)    107 45 42.38974(W) AD(       ) 3
 NR0489  NAD 27      -  42 44 09.73520(N)    107 45 40.11167(W) AD(       ) 3
 NR0489  NGVD 29 (07/19/86) 2013.5    (m)         6606.     (f) VERT ANG       
 NR0489
 NR0489.Superseded values are not recommended for survey control.
 NR0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0489.See file dsdata.txt to determine how the superseded data were derived.
 NR0489
 NR0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7392435198(NAD 83)
 NR0489_MARKER: DD = SURVEY DISK
 NR0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0489+STABILITY: SURFACE MOTION
 NR0489
 NR0489  HISTORY     - Date     Condition        Report By
 NR0489  HISTORY     - 1950     MONUMENTED       USGS
 NR0489
 NR0489                          STATION DESCRIPTION
 NR0489
 NR0489'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0489'STATION IS LOCATED IN CENTER OF DARK SPOT 20 FT. NE. OF MAIN TOP OF
 NR0489'MOUND 276 FT. W. OF BEND IN TRACK RD.  IN NE. PORTION OF SEC. 19,
 NR0489'T 32 N, R 91 W.
 NR0489'
 NR0489'TO REACH FROM HOME ON THE RANGE STORE 60 MI. SE. OF LANDER, WYOMING,
 NR0489'ON HIGHWAY 287, GO E. ON HIGHWAY 287 FOR 0.2 MI. TO RANCH RD. N., TURN
 NR0489'LEFT THRU CATTLEGUARD AND FOLLOW MAIN RD. 1.8 MI. TO IRON GATE,
 NR0489'CONTINUE 0.6 MI. TO BRIDGE OVER SWEETWATER RIVER, THENCE N. 0.2 MI. TO
 NR0489'WOODEN GATE W. OF GRIEVES RANCH HOUSE, CONTINUE N. FOR 0.05 MI. TO
 NR0489'Y-RDS., TAKE RIGHT (N.) 0.15 MI. TO GATE AND Y-RDS., TAKE LEFT (N.)
 NR0489'1.05 MI. TO Y-RDS., TAKE RIGHT (N.) 1.0 MI. TO GATE AT T-FENCE, THENCE
 NR0489'0.65 MI. TO Y-RD., TAKE RIGHT (N.) ON MAIN TRAVELED RD. 4.2 MI. TO
 NR0489'Y-RD., TAKE RIGHT (E.) 0.25 MI. TO STREAM CROSSING AT BASE OF HILL,
 NR0489'CROSS STREAM AND FOLLOW RD. 2.7 MI. NW. TO Y-RD. AT DRAIN, TAKE LEFT
 NR0489'NW. 2.2 MI. TO CROSSROADS AT N. EDGE OF MESA, CONTINUE STRAIGHT 2.6
 NR0489'MI. TO Y-RD. AND TAKE LEFT (W.) 1.0 MI. TO T-RD., TAKE RIGHT (N.)
 NR0489'1.0 MI. TO SLIGHT SADDLE, THENCE LEFT NW. 400 FT. TO TOP OF KNOLL AND
 NR0489'STATION SITE.
 NR0489'
 NR0489'STATION MARK--STANDARD BRONZE TABLET SET IN 6 IN. X 6 IN. CONCRETE
 NR0489'POST PROJECTING 7 IN., AND STAMPED ---WR BETWEEN 1950 VABM 6606---.
 NR0489'
 NR0489'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1235 ***********************************************************************
 MO1235  DESIGNATION -  BGAF 1
 MO1235  PID         -  MO1235
 MO1235  STATE/COUNTY-  WY/ALBANY
 MO1235  USGS QUAD   -  SHERMAN MOUNTAINS WEST (1992)
 MO1235
 MO1235                         *CURRENT SURVEY CONTROL
 MO1235  ___________________________________________________________________
 MO1235* NAD 83(1993)-  41 07 39.39990(N)    105 26 59.36100(W)     ADJUSTED  
 MO1235* NAVD 88     -      2477.     (meters)    8127.     (feet)  SCALED    
 MO1235  ___________________________________________________________________
 MO1235  LAPLACE CORR-          -7.09  (seconds)                    DEFLEC99
 MO1235  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 MO1235
 MO1235  HORZ ORDER  -  THIRD
 MO1235
 MO1235.The horizontal coordinates were established by classical geodetic methods
 MO1235.and adjusted by the National Geodetic Survey in January 1997..
 MO1235
 MO1235.The orthometric height was scaled from a topographic map.
 MO1235
 MO1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1235
 MO1235.The geoid height was determined by GEOID03.
 MO1235
 MO1235;                    North         East     Units Scale Factor Converg.
 MO1235;SPC WY E     -    69,730.693   176,224.112   MT  0.99994445   -0 11 10.5
 MO1235;UTM  13      - 4,553,020.748   462,242.244   MT  0.99961755   -0 17 45.1
 MO1235
 MO1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1235!SPC WY E     -   0.99961346  x   0.99994445  =   0.99955793
 MO1235!UTM  13      -   0.99961346  x   0.99961755  =   0.99923116
 MO1235
 MO1235:                Primary Azimuth Mark                     Grid Az
 MO1235:SPC WY E     -  FRAISE                                   108 47 15.8
 MO1235:UTM  13      -  FRAISE                                   108 53 50.4
 MO1235
 MO1235|---------------------------------------------------------------------|
 MO1235| PID    Reference Object                     Distance      Geod. Az  |
 MO1235|                                                           dddmmss.s |
 MO1235| MO0476 FRAISE                              APPROX. 4.1 KM 1083605.3 |
 MO1235| MO1229 PORTLAND KANSAS CITY AWY BCN 9      APPROX. 8.7 KM 1944144.2 |
 MO1235|---------------------------------------------------------------------|
 MO1235
 MO1235                          SUPERSEDED SURVEY CONTROL
 MO1235
 MO1235  NAD 83(1993)-  41 07 39.38798(N)    105 26 59.36148(W) AD(       ) 3
 MO1235  NAD 83(1986)-  41 07 39.38740(N)    105 26 59.36001(W) AD(       ) 3
 MO1235  NAD 27      -  41 07 39.45384(N)    105 26 57.42642(W) AD(       ) 3
 MO1235
 MO1235.Superseded values are not recommended for survey control.
 MO1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1235.See file dsdata.txt to determine how the superseded data were derived.
 MO1235
 MO1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6224253021(NAD 83)
 MO1235_MARKER: DD = SURVEY DISK
 MO1235_SETTING: 66 = SET IN ROCK OUTCROP
 MO1235_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MO1235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1235+STABILITY: POSITION/ELEVATION WELL
 MO1235
 MO1235  HISTORY     - Date     Condition        Report By
 MO1235  HISTORY     - 1947     MONUMENTED       USGS
 MO1235
 MO1235                          STATION DESCRIPTION
 MO1235
 MO1235'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1235'LOCATED IN SEC. 3, T 13 N, R 72 W, ON NE. ONE OF TWO HIGH ROCKS.
 MO1235'
 MO1235'TO REACH FROM LARAMIE, GO E. ON U.S. HIGHWAY 30 16.6 MI. TO A
 MO1235'CROSSROAD, THENCE RIGHT (SW.) 0.3 MI. TO T-RD., THENCE LEFT
 MO1235'(CONTINUING SE.) 0.8 MI. TO A RD. FORK, THENCE RIGHT (S.) 0.4 MI. TO
 MO1235'RD. FORK, THENCE LEFT (S.) 0.2 MI. TO CROSSROAD, THENCE RIGHT (SW.)
 MO1235'3.35 MI. TO A SIDE RD. LEFT (S.) AT BEND IN MAIN RD., LEAVE RD., TURN
 MO1235'LEFT (SE.) AND GO 0.15 MI. TO BASE OF TWO LARGE ROCKS, ABOUT 10 FT.
 MO1235'HIGH, AND STATION SITE.
 MO1235'
 MO1235'STATION MARK--STANDARD TABLET, DRILLED IN ROCK, STAMPED ---BGAF-1
 MO1235'1947---.
 MO1235'
 MO1235'REFERENCE MARK NO. 1--CHISELED ARROW WITH HOLE IN SHAFT, 11.55 FT. SW.
 MO1235'OF STATION, N 62 DEG 39 MIN E.
 MO1235'
 MO1235'REFERENCE MARK NO. 2--CHISELED ARROW WITH HOLE IN SHAFT, 10.95 FT.
 MO1235'FROM STATION, S 58 DEG 48 MIN E.
 MO1235'
 MO1235'REFERENCE MARKS NO. 1 AND 2 ARE 11.0 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1247 ***********************************************************************
 MO1247  DESIGNATION -  BGRS 1
 MO1247  PID         -  MO1247
 MO1247  STATE/COUNTY-  WY/ALBANY
 MO1247  USGS QUAD   -  PILOT HILL (1992)
 MO1247
 MO1247                         *CURRENT SURVEY CONTROL
 MO1247  ___________________________________________________________________
 MO1247* NAD 83(1993)-  41 15 39.30344(N)    105 23 36.63818(W)     ADJUSTED  
 MO1247* NAVD 88     -      2537.     (meters)    8323.     (feet)  SCALED    
 MO1247  ___________________________________________________________________
 MO1247  LAPLACE CORR-         -11.60  (seconds)                    DEFLEC99
 MO1247  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 MO1247
 MO1247  HORZ ORDER  -  THIRD
 MO1247
 MO1247.The horizontal coordinates were established by classical geodetic methods
 MO1247.and adjusted by the National Geodetic Survey in January 1997..
 MO1247
 MO1247.The orthometric height was scaled from a topographic map.
 MO1247
 MO1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1247
 MO1247.The geoid height was determined by GEOID03.
 MO1247
 MO1247;                    North         East     Units Scale Factor Converg.
 MO1247;SPC WY E     -    84,520.655   180,991.087   MT  0.99994195   -0 08 58.6
 MO1247;UTM  13      - 4,567,796.705   467,035.975   MT  0.99961337   -0 15 34.3
 MO1247
 MO1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1247!SPC WY E     -   0.99960407  x   0.99994195  =   0.99954605
 MO1247!UTM  13      -   0.99960407  x   0.99961337  =   0.99921760
 MO1247
 MO1247:                Primary Azimuth Mark                     Grid Az
 MO1247:SPC WY E     -  SAN FRANCISCO NEW YORK AIRWAY BEACON 37  283 05 27.6
 MO1247:UTM  13      -  SAN FRANCISCO NEW YORK AIRWAY BEACON 37  283 12 03.3
 MO1247
 MO1247|---------------------------------------------------------------------|
 MO1247| PID    Reference Object                     Distance      Geod. Az  |
 MO1247|                                                           dddmmss.s |
 MO1247| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX. 3.5 KM 2825629.0 |
 MO1247|---------------------------------------------------------------------|
 MO1247
 MO1247                          SUPERSEDED SURVEY CONTROL
 MO1247
 MO1247  NAD 83(1986)-  41 15 39.28883(N)    105 23 36.63565(W) AD(       ) 3
 MO1247  NAD 27      -  41 15 39.35939(N)    105 23 34.69099(W) AD(       ) 3
 MO1247
 MO1247.Superseded values are not recommended for survey control.
 MO1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1247.See file dsdata.txt to determine how the superseded data were derived.
 MO1247
 MO1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6703667797(NAD 83)
 MO1247_MARKER: DD = SURVEY DISK
 MO1247_SETTING: 0 = UNSPECIFIED SETTING
 MO1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1247
 MO1247  HISTORY     - Date     Condition        Report By
 MO1247  HISTORY     - 1947     MONUMENTED       USGS
 MO1247
 MO1247                          STATION DESCRIPTION
 MO1247
 MO1247'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1247'LOCATED IN SEC. 19, T 15 N, R 71 W, ABOUT 15 FT. S. OF INTERSECTION
 MO1247'OF MAIN RD. AND SIDE RD. SW.  STATION MARK IS A STANDARD TABLET,
 MO1247'DRILLED IN BURIED ROCK, ABOUT 2 FT. LONG AND 10 IN. IN DIAMETER,
 MO1247'EXTENDING 8 IN. ABOVE GROUND.
 MO1247'
 MO1247'TO REACH FROM LARAMIE, GO E. ON U.S. HIGHWAY 30 9.7 MI. TO A GRADED
 MO1247'RD. E., KNOWN LOCALLY AS HAPPY JACK ROAD, GO E. 3.4 MI. TO T-RD. LEFT
 MO1247'UP HILL, THENCE LEFT 0.6 MI. TO A JUNCTION, GO E. 0.2 MI. TO A SIDE
 MO1247'RD. RIGHT (SW.), AT POINT WHERE TELEPHONE LINE CROSSES OVER RD.
 MO1247'STATION IS ABOUT 25 FT. S. OF THE L INTERSECTION OF RDS.
 MO1247'
 MO1247'STATION MARK--STANDARD TABLET, STAMPED ---BGRS-1 1947---.
 MO1247'
 MO1247'REFERENCE MARK NO. 1--1/2 IN. IRON ROD, WITH ABOUT AN 18 IN. HIGH
 MO1247'CAIRN AROUND, 51.95 FT. W. OF STATION, N 75 DEG 28 MIN W.
 MO1247'
 MO1247'REFERENCE MARK NO. 2--1/2 IN. IRON ROD, WITH ABOUT AN 18 IN. HIGH
 MO1247'CAIRN AROUND, 53.2 FT. NW. OF STATION, S 34 DEG 13 MIN E.
 MO1247'
 MO1247'REFERENCE MARKS NO. 1 AND 2 ARE 60.6 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0331 ***********************************************************************
 NR0331  DESIGNATION -  BHBM 1
 NR0331  PID         -  NR0331
 NR0331  STATE/COUNTY-  WY/CONVERSE
 NR0331  USGS QUAD   -  CAMPBELL HILL (1984)
 NR0331
 NR0331                         *CURRENT SURVEY CONTROL
 NR0331  ___________________________________________________________________
 NR0331* NAD 83(1993)-  42 52 32.05886(N)    106 00 09.85944(W)     ADJUSTED  
 NR0331* NAVD 88     -      1565.     (meters)    5135.     (feet)  VERTCON   
 NR0331  ___________________________________________________________________
 NR0331  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 NR0331  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 NR0331
 NR0331  HORZ ORDER  -  THIRD
 NR0331
 NR0331.The horizontal coordinates were established by classical geodetic methods
 NR0331.and adjusted by the National Geodetic Survey in January 1997..
 NR0331
 NR0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0331
 NR0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0331
 NR0331.The geoid height was determined by GEOID03.
 NR0331
 NR0331;                    North         East     Units Scale Factor Converg.
 NR0331;SPC WY E     -   264,170.849   131,692.556   MT  0.99999488   -0 34 08.0
 NR0331;UTM  13      - 4,747,485.053   418,103.373   MT  0.99968251   -0 40 56.3
 NR0331
 NR0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0331!SPC WY E     -   0.99975678  x   0.99999488  =   0.99975166
 NR0331!UTM  13      -   0.99975678  x   0.99968251  =   0.99943937
 NR0331
 NR0331:                Primary Azimuth Mark                     Grid Az
 NR0331:SPC WY E     -  MUDDY                                    061 32 17.2
 NR0331:UTM  13      -  MUDDY                                    061 39 05.5
 NR0331
 NR0331|---------------------------------------------------------------------|
 NR0331| PID    Reference Object                     Distance      Geod. Az  |
 NR0331|                                                           dddmmss.s |
 NR0331| NQ0684 MUDDY                               APPROX. 2.5 KM 0605809.2 |
 NR0331|---------------------------------------------------------------------|
 NR0331
 NR0331                          SUPERSEDED SURVEY CONTROL
 NR0331
 NR0331  NAD 83(1986)-  42 52 32.04236(N)    106 00 09.84160(W) AD(       ) 3
 NR0331  NAD 27      -  42 52 32.15919(N)    106 00 07.81848(W) AD(       ) 3
 NR0331  NGVD 29 (07/19/86) 1564.     (m)         5131.     (f) VERT ANG       
 NR0331
 NR0331.Superseded values are not recommended for survey control.
 NR0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0331.See file dsdata.txt to determine how the superseded data were derived.
 NR0331
 NR0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH1810347485(NAD 83)
 NR0331_MARKER: DD = SURVEY DISK
 NR0331_SETTING: 0 = UNSPECIFIED SETTING
 NR0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0331
 NR0331  HISTORY     - Date     Condition        Report By
 NR0331  HISTORY     - 1948     MONUMENTED       USGS
 NR0331
 NR0331                          STATION DESCRIPTION
 NR0331
 NR0331'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0331'TO REACH STATION FROM POST OFFICE AT GLENROCK, GO W. ON U.S. HIGHWAYS
 NR0331'87 AND 20 FOR 4.1 MI. TO JUNCTION OF OLD AND NEW U.S. HIGHWAY 87,
 NR0331'THENCE W. ON OLD U.S. HIGHWAY 87 1.95 MI., THENCE RIGHT (N.) 1.9 MI.
 NR0331'TO PIPE LINE AND TRAIL, THENCE LEFT (W.) ALONG PIPE LINE TRAIL 1.35
 NR0331'MI. TO CROSS TRAILS.  STATION IS 122.8 FT. NE. OF INTERSECTION OF
 NR0331'CENTER LINE OF TRAILS.
 NR0331'
 NR0331'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST 5 IN. ABOVE
 NR0331'GROUND, STAMPED ---BHBM-1 1948---.
 NR0331'
 NR0331'REFERENCE MARK NO. 1--A 3/4 IN. PIPE 4 IN. ABOVE GROUND, 56.9 FT. W.
 NR0331'OF STATION, S 87 DEG 08 MIN E, FROM
 NR0331'STATION.
 NR0331'
 NR0331'REFERENCE MARK NO. 2--A 3/4 IN. PIPE 4 IN. ABOVE GROUND, 62.4 FT. S.
 NR0331'OF STATION, N 01 DEG 09 MIN E, FROM
 NR0331'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0427 ***********************************************************************
 OU0427  DESIGNATION -  BHBT 1
 OU0427  PID         -  OU0427
 OU0427  STATE/COUNTY-  WY/CONVERSE
 OU0427  USGS QUAD   -  COAL HILL (1984)
 OU0427
 OU0427                         *CURRENT SURVEY CONTROL
 OU0427  ___________________________________________________________________
 OU0427* NAD 83(1993)-  43 01 06.29369(N)    105 51 35.17655(W)     ADJUSTED  
 OU0427* NAVD 88     -      1746.     (meters)    5728.     (feet)  VERTCON   
 OU0427  ___________________________________________________________________
 OU0427  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 OU0427  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 OU0427
 OU0427  HORZ ORDER  -  THIRD
 OU0427
 OU0427.The horizontal coordinates were established by classical geodetic methods
 OU0427.and adjusted by the National Geodetic Survey in January 1997..
 OU0427
 OU0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0427
 OU0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0427
 OU0427.The geoid height was determined by GEOID03.
 OU0427
 OU0427;                    North         East     Units Scale Factor Converg.
 OU0427;SPC WY E     -   279,932.553   143,503.894   MT  0.99997675   -0 28 22.3
 OU0427;UTM  13      - 4,763,218.366   429,942.207   MT  0.99966038   -0 35 11.7
 OU0427
 OU0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0427!SPC WY E     -   0.99972850  x   0.99997675  =   0.99970525
 OU0427!UTM  13      -   0.99972850  x   0.99966038  =   0.99938897
 OU0427
 OU0427:                Primary Azimuth Mark                     Grid Az
 OU0427:SPC WY E     -  BROWN                                    209 43 42.7
 OU0427:UTM  13      -  BROWN                                    209 50 32.1
 OU0427
 OU0427|---------------------------------------------------------------------|
 OU0427| PID    Reference Object                     Distance      Geod. Az  |
 OU0427|                                                           dddmmss.s |
 OU0427| NQ0683 BROWN                               APPROX. 7.1 KM 2091520.4 |
 OU0427|---------------------------------------------------------------------|
 OU0427
 OU0427                          SUPERSEDED SURVEY CONTROL
 OU0427
 OU0427  NAD 83(1986)-  43 01 06.27521(N)    105 51 35.15773(W) AD(       ) 3
 OU0427  NAD 27      -  43 01 06.39445(N)    105 51 33.14516(W) AD(       ) 3
 OU0427  NGVD 29 (07/19/86) 1745.     (m)         5725.     (f) VERT ANG       
 OU0427
 OU0427.Superseded values are not recommended for survey control.
 OU0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0427.See file dsdata.txt to determine how the superseded data were derived.
 OU0427
 OU0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2994263218(NAD 83)
 OU0427_MARKER: DD = SURVEY DISK
 OU0427_SETTING: 0 = UNSPECIFIED SETTING
 OU0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0427
 OU0427  HISTORY     - Date     Condition        Report By
 OU0427  HISTORY     - 1948     MONUMENTED       USGS
 OU0427
 OU0427                          STATION DESCRIPTION
 OU0427
 OU0427'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OU0427'TO REACH STATION FROM POST OFFICE AT GLENROCK, GO E. 1 BLOCK ON U.S.
 OU0427'HIGHWAY 87 AND 20, THENCE LEFT (N.) 0.95 MI. TO CHICAGO, BURLINGTON
 OU0427'AND QUINCY RAILROAD UNDERPASS, THENCE RIGHT (NE.) 2.55 MI. TO A
 OU0427'Y-JUNCTION OF RDS., THENCE LEFT (N.) ON BADGER COAL MINE ROAD 10.7
 OU0427'MI. TO CROSSROADS AT TOP OF A HILL, THENCE LEFT (W.) ON DIM RD. 1.0
 OU0427'MI. TO TOP OF LONG, GRASSY RIDGE, STATION IS IN CENTER OF RIDGE ON
 OU0427'EXTENDED CENTER LINE OF RD. W.
 OU0427'
 OU0427'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST 3 IN. ABOVE
 OU0427'GROUND, STAMPED ---BHBT-1, 1948---.
 OU0427'
 OU0427'REFERENCE MARK NO. 1--3/4 IN. PIPE 5 IN. ABOVE GROUND, 55.85 FT. W.
 OU0427'OF STATION, N 61 DEG 14 MIN E, FROM
 OU0427'STATION.
 OU0427'
 OU0427'REFERENCE MARK NO. 2--3/4 IN. PIPE 3 IN. ABOVE GROUND, 56.63 FT. N.
 OU0427'OF STATION, S 12 DEG 53 MIN W, FROM
 OU0427'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0363 ***********************************************************************
 OW0363  DESIGNATION -  BIG BEND
 OW0363  PID         -  OW0363
 OW0363  STATE/COUNTY-  WY/SUBLETTE
 OW0363  USGS QUAD   -  BIG SHEEP MOUNTAIN (1993)
 OW0363
 OW0363                         *CURRENT SURVEY CONTROL
 OW0363  ___________________________________________________________________
 OW0363* NAD 83(1993)-  43 19 24.61572(N)    109 56 30.42234(W)     ADJUSTED  
 OW0363* NAVD 88     -      3104.9    (meters)   10187.     (feet)  VERTCON   
 OW0363  ___________________________________________________________________
 OW0363  LAPLACE CORR-          11.92  (seconds)                    DEFLEC99
 OW0363  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 OW0363
 OW0363  HORZ ORDER  -  THIRD
 OW0363
 OW0363.The horizontal coordinates were established by classical geodetic methods
 OW0363.and adjusted by the National Geodetic Survey in January 1997..
 OW0363
 OW0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0363
 OW0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0363
 OW0363.The geoid height was determined by GEOID03.
 OW0363
 OW0363;                    North         East     Units Scale Factor Converg.
 OW0363;SPC WY W     -   413,601.267   811,480.617   MT  0.99993912   +0 05 49.6
 OW0363;UTM  12      - 4,797,284.091   585,799.848   MT  0.99969055   +0 43 34.0
 OW0363
 OW0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0363!SPC WY W     -   0.99951467  x   0.99993912  =   0.99945382
 OW0363!UTM  12      -   0.99951467  x   0.99969055  =   0.99920537
 OW0363
 OW0363:                Primary Azimuth Mark                     Grid Az
 OW0363:SPC WY W     -  GREEN                                    136 08 46.8
 OW0363:UTM  12      -  GREEN                                    135 31 02.4
 OW0363
 OW0363|---------------------------------------------------------------------|
 OW0363| PID    Reference Object                     Distance      Geod. Az  |
 OW0363|                                                           dddmmss.s |
 OW0363| OW0362 GREEN                               APPROX. 7.4 KM 1361436.4 |
 OW0363|---------------------------------------------------------------------|
 OW0363
 OW0363                          SUPERSEDED SURVEY CONTROL
 OW0363
 OW0363  NAD 83(1986)-  43 19 24.60493(N)    109 56 30.41174(W) AD(       ) 3
 OW0363  NAD 27      -  43 19 24.79798(N)    109 56 27.82711(W) AD(       ) 3
 OW0363  NGVD 29 (07/19/86) 3103.4    (m)        10182.     (f) VERT ANG       
 OW0363
 OW0363.Superseded values are not recommended for survey control.
 OW0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0363.See file dsdata.txt to determine how the superseded data were derived.
 OW0363
 OW0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN8580097284(NAD 83)
 OW0363
 OW0363  HISTORY     - Date     Condition        Report By
 OW0363  HISTORY     - 1905     MONUMENTED       USGS
 OW0363  HISTORY     - 1968     GOOD             USGS
 OW0363
 OW0363                          STATION DESCRIPTION
 OW0363
 OW0363'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OW0363'ON THE HIGHEST POINT OF A LOW CLEAR TOP KNOWN AS LITTLE SHEEP MOUNTAIN
 OW0363'TIMBERED RIDGE THAT LIES IN THE BIG BEND OF THE GREEN RIVER, ABOUT 4
 OW0363'MI. NE. OF WELLS AND 3 MI. SE. OF HILLS RANCH.  STATION IS EASILY
 OW0363'REACHED FROM ALL SIDES, BUT TO AVOID FALLEN TIMBER FOLLOW THE MAIN
 OW0363'BACKBONE OF RIDGE FROM HILLS RANCH.
 OW0363'
 OW0363'STATION MARK - BRONZE TABLET CEMENTED IN A BIG BOULDER, OVER WHICH A
 OW0363'LARGE ROCK MONUMENT WAS CENTERED, STAMPED ---BIG BEND 1905---STAMPING
 OW0363'ADDED IN 1967.
 OW0363'
 OW0363'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0539 ***********************************************************************
 MP0539  DESIGNATION -  BIG CREEK
 MP0539  PID         -  MP0539
 MP0539  STATE/COUNTY-  WY/CARBON
 MP0539  USGS QUAD   -  ELKHORN POINT (1983)
 MP0539
 MP0539                         *CURRENT SURVEY CONTROL
 MP0539  ___________________________________________________________________
 MP0539* NAD 83(1993)-  41 05 15.78382(N)    106 29 15.56200(W)     ADJUSTED  
 MP0539* NAVD 88     -      2355.73   (meters)    7728.8    (feet)  RESET     
 MP0539  ___________________________________________________________________
 MP0539  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 MP0539  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 MP0539
 MP0539  HORZ ORDER  -  SECOND
 MP0539  VERT ORDER  -  THIRD
 MP0539
 MP0539.The horizontal coordinates were established by classical geodetic methods
 MP0539.and adjusted by the National Geodetic Survey in January 1997..
 MP0539
 MP0539.The orthometric height was computed from unverified reset data.
 MP0539
 MP0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0539
 MP0539.The geoid height was determined by GEOID03.
 MP0539
 MP0539;                    North         East     Units Scale Factor Converg.
 MP0539;SPC WYEC     -   165,606.564   471,052.712   MT  0.99999961   +0 33 20.9
 MP0539;SPC CO N     -   500,066.556   831,411.902   MT  1.00006359   -0 38 17.4
 MP0539;SPC CO N     - 1,640,635.03  2,727,723.88   sFT  1.00006359   -0 38 17.4
 MP0539;UTM  13      - 4,549,560.853   375,049.921   MT  0.99979215   -0 58 40.2
 MP0539
 MP0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0539!SPC WYEC     -   0.99963234  x   0.99999961  =   0.99963195
 MP0539!SPC CO N     -   0.99963234  x   1.00006359  =   0.99969591
 MP0539!UTM  13      -   0.99963234  x   0.99979215  =   0.99942457
 MP0539
 MP0539|---------------------------------------------------------------------|
 MP0539| PID    Reference Object                     Distance      Geod. Az  |
 MP0539|                                                           dddmmss.s |
 MP0539| MP0689 BIG CREEK RM 1                       22.100 METERS 00458     |
 MP0539| CP4532 BIG CREEK AZ MK                                    1155206.0 |
 MP0539| MP0690 BIG CREEK RM 2                       31.560 METERS 23659     |
 MP0539|---------------------------------------------------------------------|
 MP0539
 MP0539                          SUPERSEDED SURVEY CONTROL
 MP0539
 MP0539  NAD 83(1993)-  41 05 15.77969(N)    106 29 15.56061(W) AD(       ) 2
 MP0539  NAD 83(1986)-  41 05 15.77955(N)    106 29 15.55829(W) AD(       ) 2
 MP0539  NAD 27      -  41 05 15.89100(N)    106 29 13.44600(W) AD(       ) 2
 MP0539  NGVD 29 (03/28/06) 2354.48   (m)         7724.7    (f) RESET       3  
 MP0539
 MP0539.Superseded values are not recommended for survey control.
 MP0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0539.See file dsdata.txt to determine how the superseded data were derived.
 MP0539
 MP0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF7505049561(NAD 83)
 MP0539_MARKER: DS = TRIANGULATION STATION DISK
 MP0539_SETTING: 66 = SET IN ROCK OUTCROP
 MP0539_SP_SET: ROCK OUTCROP
 MP0539_STAMPING: BIG CREEK 1949
 MP0539_MARK LOGO: CGS   
 MP0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0539+STABILITY: POSITION/ELEVATION WELL
 MP0539
 MP0539  HISTORY     - Date     Condition        Report By
 MP0539  HISTORY     - 1949     MONUMENTED       CGS
 MP0539  HISTORY     - 1949     GOOD             CGS
 MP0539  HISTORY     - 1959     GOOD             USGS
 MP0539  HISTORY     - 19830522 GOOD             NGS
 MP0539
 MP0539                          STATION DESCRIPTION
 MP0539
 MP0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0539'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE SOUTHEAST OF
 MP0539'ENCAMPMENT, ABOUT 5.5 MILES AIRLINE NORTH OF THE COLORADO-WYOMING
 MP0539'STATE LINE AND ABOUT 0.7 MILE NORTHEAST OF BIG CREEK RANCH,
 MP0539'ON THE SOUTHWEST SIDE OF STATE HIGHWAY 230, 60 PACES SOUTHEAST
 MP0539'OF SIGN AND ENTRANCE TO BIG CREEK RANCH, 24 PACES SOUTH OF
 MP0539'AND APPROXIMATELY 4 FEET HIGHER THAN THE CENTER LINE OF HIGHWAY,
 MP0539'7 PACES NORTH OF FENCE LINE, 4 PACES NORTH OF A 4 X 4 WITNESS
 MP0539'POST, PROJECTS 4 INCHES AND IS STAMPED, BIG CREEK 1949.
 MP0539'
 MP0539'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET HIGHER THAN THE
 MP0539'STATION, AT THE BASE OF A LARGE ROCK OUTCROP, PROJECTS 3
 MP0539'INCHES AND IS STAMPED, BIG CREEK NO 1 1949.
 MP0539'
 MP0539'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 MP0539'THE STATION, 10 FEET WEST OF FENCE LINE, PROJECTS 1 FOOT
 MP0539'AND IS STAMPED, BIG CREEK NO 2 1949.
 MP0539'
 MP0539'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, ABOUT
 MP0539'75 PACES NORTH OF POLE GATE IN OPPOSITE FENCE LINE, ABOUT 30
 MP0539'PACES NORTHEAST OF AND APPROXIMATELY 6 FEET HIGHER THAN THE
 MP0539'CENTER LINE OF STATE HIGHWAY 230, 9 FEET SOUTHWEST OF FENCE
 MP0539'LINE, 4 FEET SOUTHEAST OF A 4 X 4 WITNESS POST, PROJECTS 6
 MP0539'INCHES AND IS STAMPED, BIG CREEK 1949.
 MP0539'
 MP0539'TO REACH FROM THE POST OFFICE IN WALDEN, FOLLOW STATE HIGHWAY
 MP0539'125 NORTH FOR 13.2 MILES TO A FORK AT INTERSECTION OF STATE
 MP0539'HIGHWAY 127.  TAKE THE LEFT FORK, STATE HIGHWAY 125, AND GO
 MP0539'8.7 MILES TO THE COLORADO-WYOMING STATE LINE.  CONTINUE
 MP0539'NORTHERLY ALONG STATE HIGHWAY WHICH CHANGED TO WYOMING 230
 MP0539'AT STATE LINE, FOR 7.6 MILES TO THE AZIMUTH ON RIGHT AS
 MP0539'DESCRIBED ABOVE.  CONTINUE FOR 0.25 MILE TO SIGN AND ENTRANCE
 MP0539'TO BIG CREEK RANCH AND STATION AS DESCRIBED ABOVE.  A DRIVE
 MP0539'STATION.
 MP0539
 MP0539                          STATION RECOVERY (1949)
 MP0539
 MP0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 MP0539'RECOVERED IN GOOD CONDITION.
 MP0539
 MP0539                          STATION RECOVERY (1959)
 MP0539
 MP0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0539'RECOVERED.
 MP0539'
 MP0539'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE MONUMENT,
 MP0539'STAMPED ---BIG CREEK 1949---.
 MP0539
 MP0539                          STATION RECOVERY (1983)
 MP0539
 MP0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0539'FROM THE COLORADO-WYOMING STATE LINE ON WYOMING STATE HIGHWAY 230, GO
 MP0539'12.2 KM (7.6 MI) TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR
 MP0539'0.4 KM (0.2 MI) TO THE STATION ON THE LEFT JUST BEFORE THE ENTRANCE
 MP0539'TO THE BIG CREEK RANCH, 72.5 METERS EAST FROM THE CENTER OF A DIRT
 MP0539'ROAD LEADING TO BIG CREEK RANCH, 5.3 METERS SOUTH FROM THE CENTERLINE
 MP0539'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0689 ***********************************************************************
 MP0689  DESIGNATION -  BIG CREEK RM 1
 MP0689  PID         -  MP0689
 MP0689  STATE/COUNTY-  WY/CARBON
 MP0689  USGS QUAD   -  ELKHORN POINT (1983)
 MP0689
 MP0689                         *CURRENT SURVEY CONTROL
 MP0689  ___________________________________________________________________
 MP0689* NAD 83(1986)-  41 05 15.     (N)    106 29 15.     (W)     SCALED    
 MP0689* NAVD 88     -      2356.40   (meters)    7731.0    (feet)  RESET     
 MP0689  ___________________________________________________________________
 MP0689  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 MP0689
 MP0689  VERT ORDER  -  THIRD
 MP0689
 MP0689.The horizontal coordinates were scaled from a topographic map and have
 MP0689.an estimated accuracy of +/- 6 seconds.
 MP0689
 MP0689.The orthometric height was computed from unverified reset data.
 MP0689
 MP0689.The geoid height was determined by GEOID03.
 MP0689
 MP0689;                    North         East    Units  Estimated Accuracy
 MP0689;SPC WYEC     -   165,580.      471,070.      MT  (+/- 180 meters Scaled)
 MP0689
 MP0689                          SUPERSEDED SURVEY CONTROL
 MP0689
 MP0689  NGVD 29 (03/28/06) 2355.15   (m)         7726.9    (f) RESET       3  
 MP0689
 MP0689.Superseded values are not recommended for survey control.
 MP0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0689.See file dsdata.txt to determine how the superseded data were derived.
 MP0689
 MP0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF750495(NAD 83)
 MP0689_MARKER: DR = REFERENCE MARK DISK
 MP0689_SETTING: 66 = SET IN ROCK OUTCROP
 MP0689_SP_SET: ROCK OUTCROP
 MP0689_STAMPING: BIG CREEK NO 1 1949
 MP0689_MARK LOGO: CGS   
 MP0689_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0689+STABILITY: POSITION/ELEVATION WELL
 MP0689
 MP0689  HISTORY     - Date     Condition        Report By
 MP0689  HISTORY     - 1949     MONUMENTED       CGS
 MP0689  HISTORY     - 19830522 GOOD             NGS
 MP0689
 MP0689                          STATION DESCRIPTION
 MP0689
 MP0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0689'FROM THE COLORADO-WYOMING STATE LINE ON WYOMING STATE HIGHWAY 230, GO
 MP0689'12.2 KM (7.6 MI) TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR
 MP0689'0.4 KM (0.2 MI) TO THE STATION ON THE LEFT JUST BEFORE THE ENTRANCE
 MP0689'TO THE BIG CREEK RANCH, 70.5 METERS EAST FROM THE CENTER OF A DIRT
 MP0689'ROAD LEADING TO THE BIG CREEK RANCH, 12.2 METERS NORTH FROM THE
 MP0689'SOUTHERN RIGHT-OF-WAY FENCE, AND 19.0 METERS SOUTH FROM THE CENTERLINE
 MP0689'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0690 ***********************************************************************
 MP0690  DESIGNATION -  BIG CREEK RM 2
 MP0690  PID         -  MP0690
 MP0690  STATE/COUNTY-  WY/CARBON
 MP0690  USGS QUAD   -  ELKHORN POINT (1983)
 MP0690
 MP0690                         *CURRENT SURVEY CONTROL
 MP0690  ___________________________________________________________________
 MP0690* NAD 83(1986)-  41 05 15.     (N)    106 29 15.     (W)     SCALED    
 MP0690* NAVD 88     -      2355.53   (meters)    7728.1    (feet)  RESET     
 MP0690  ___________________________________________________________________
 MP0690  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 MP0690
 MP0690  VERT ORDER  -  THIRD
 MP0690
 MP0690.The horizontal coordinates were scaled from a topographic map and have
 MP0690.an estimated accuracy of +/- 6 seconds.
 MP0690
 MP0690.The orthometric height was computed from unverified reset data.
 MP0690
 MP0690.The geoid height was determined by GEOID03.
 MP0690
 MP0690;                    North         East    Units  Estimated Accuracy
 MP0690;SPC WYEC     -   165,580.      471,070.      MT  (+/- 180 meters Scaled)
 MP0690
 MP0690                          SUPERSEDED SURVEY CONTROL
 MP0690
 MP0690  NGVD 29 (03/28/06) 2354.28   (m)         7724.0    (f) RESET       3  
 MP0690
 MP0690.Superseded values are not recommended for survey control.
 MP0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0690.See file dsdata.txt to determine how the superseded data were derived.
 MP0690
 MP0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF750495(NAD 83)
 MP0690_MARKER: DR = REFERENCE MARK DISK
 MP0690_SETTING: 66 = SET IN ROCK OUTCROP
 MP0690_SP_SET: ROCK OUTCROP
 MP0690_STAMPING: BIG CREEK NO 2 1949
 MP0690_MARK LOGO: CGS   
 MP0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0690+STABILITY: POSITION/ELEVATION WELL
 MP0690
 MP0690  HISTORY     - Date     Condition        Report By
 MP0690  HISTORY     - 1949     MONUMENTED       CGS
 MP0690  HISTORY     - 19830522 GOOD             NGS
 MP0690
 MP0690                          STATION DESCRIPTION
 MP0690
 MP0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0690'FROM THE COLORADO-WYOMING STATE LINE ON WYOMING STATE HIGHWAY 230, GO
 MP0690'12.2 KM (7.6 MI) TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR
 MP0690'0.4 KM (0.2 MI) TO THE STATION ON THE LEFT JUST BEFORE THE ENTRANCE
 MP0690'TO THE BIG CREEK RANCH, 67.1 METERS EAST FROM THE CENTER OF A DIRT
 MP0690'ROAD LEADING TO THE BIG CREEK RANCH, 2.4 METERS SOUTH FROM THE
 MP0690'SOUTHERN RIGHT-OF-WAY FENCE, AND 31.4 METERS SOUTH FROM THE CENTERLINE
 MP0690'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0256 ***********************************************************************
 OW0256  DESIGNATION -  BIG HORN
 OW0256  PID         -  OW0256
 OW0256  STATE/COUNTY-  WY/FREMONT
 OW0256  USGS QUAD   -  BONNEVILLE SW (1978)
 OW0256
 OW0256                         *CURRENT SURVEY CONTROL
 OW0256  ___________________________________________________________________
 OW0256* NAD 83(1993)-  43 18 03.44331(N)    108 10 10.83301(W)     ADJUSTED  
 OW0256* NAVD 88     -      1478.5    (meters)    4851.     (feet)  VERTCON   
 OW0256  ___________________________________________________________________
 OW0256  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 OW0256  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 OW0256
 OW0256  HORZ ORDER  -  THIRD
 OW0256
 OW0256.The horizontal coordinates were established by classical geodetic methods
 OW0256.and adjusted by the National Geodetic Survey in January 1997..
 OW0256
 OW0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0256
 OW0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0256
 OW0256.The geoid height was determined by GEOID03.
 OW0256
 OW0256;                    North         East     Units Scale Factor Converg.
 OW0256;SPC WYWC     -   311,250.192   647,085.693   MT  0.99996476   +0 23 52.8
 OW0256;UTM  12      - 4,798,126.849   729,571.605   MT  1.00024836   +1 56 31.1
 OW0256
 OW0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0256!SPC WYWC     -   0.99977041  x   0.99996476  =   0.99973518
 OW0256!UTM  12      -   0.99977041  x   1.00024836  =   1.00001872
 OW0256
 OW0256:                Primary Azimuth Mark                     Grid Az
 OW0256:SPC WYWC     -  BIG HORN AZ MK                           125 03 45.9
 OW0256:UTM  12      -  BIG HORN AZ MK                           123 31 07.6
 OW0256
 OW0256|---------------------------------------------------------------------|
 OW0256| PID    Reference Object                     Distance      Geod. Az  |
 OW0256|                                                           dddmmss.s |
 OW0256| CP4533 BIG HORN AZ MK                                     1252738.7 |
 OW0256| CP4534 BIG HORN RM 1                         7.170 METERS 12900     |
 OW0256| OW0259 SHOSHONE C AND NW RR TANK           APPROX. 9.1 KM 1443715.0 |
 OW0256| CP4535 BIG HORN RM 2                        10.546 METERS 22411     |
 OW0256|---------------------------------------------------------------------|
 OW0256
 OW0256                          SUPERSEDED SURVEY CONTROL
 OW0256
 OW0256  NAD 83(1986)-  43 18 03.42958(N)    108 10 10.83868(W) AD(       ) 3
 OW0256  NAD 27      -  43 18 03.57500(N)    108 10 08.48100(W) AD(       ) 3
 OW0256  NGVD 29 (11/06/89) 1477.6    (m)         4848.     (f) VERT ANG       
 OW0256
 OW0256.Superseded values are not recommended for survey control.
 OW0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0256.See file dsdata.txt to determine how the superseded data were derived.
 OW0256
 OW0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2957298127(NAD 83)
 OW0256_MARKER: DD = SURVEY DISK
 OW0256_SETTING: 66 = SET IN ROCK OUTCROP
 OW0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0256
 OW0256  HISTORY     - Date     Condition        Report By
 OW0256  HISTORY     - 1904     MONUMENTED       USGS
 OW0256  HISTORY     - 1936     GOOD             CGS
 OW0256  HISTORY     - 1938     GOOD             CGS
 OW0256
 OW0256                          STATION DESCRIPTION
 OW0256
 OW0256'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 OW0256'STATION MARK--A STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK.
 OW0256
 OW0256                          STATION RECOVERY (1936)
 OW0256
 OW0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0256'ABOUT 5 MILES NORTHWEST OF SHOSHONI, ABOUT 2 MILES WEST OF
 OW0256'U.S. HIGHWAY 20, IN ROUGH TRIANGLE WITH BIG HORN RIVER ABOUT
 OW0256'1 MILE WEST, BADWATER CREEK ABOUT 1 MILE SOUTH, AND C.B.
 OW0256'AND Q.R.R. ABOUT 1/4 MILE EAST.  ON NORTH END OF GROUP OF
 OW0256'LOW GRAVEL HILLS, AND ABOUT 60 YARDS SOUTH OF NORTH END OF
 OW0256'GRAVEL RIDGE.  TO REACH FROM INTERSECTION OF U.S. HIGHWAYS
 OW0256'20 AND 320 IN SHOSHONI, FOLLOW HIGHWAY 20 NORTH 3.0 MILES
 OW0256'TO UNDERPASS (RAILROAD).  AT 3.7 MILES AND SOUTH SIDE OF
 OW0256'LOW DIVIDE, FIRST NORTH OF UNDERPASS, TURN LEFT (WEST) ONTO
 OW0256'DIM TRACK ROAD.  AT 4.1 MILES, TAKE LEFT FORK, WEST.  AT 5.3
 OW0256'MILES CROSS RAILROAD TRACKS, PASSING THROUGH TWO GATES
 OW0256'(AZIMUTH MARK AT WEST GATE), AND FOLLOW MAIN TRACK ROAD
 OW0256'NORTHWEST.  AT 6.1 MILES REACH NORTHWEST POINT OF HILLS,
 OW0256'TURN LEFT AND GO SOUTHEAST TO TOP OF RIDGE 0.2 MILE TO
 OW0256'STATION.  STATION MARK IS STANDARD DISK IN BOULDER
 OW0256'FLUSH WITH GROUND.  REFERENCE MARKS ARE STANDARD DISKS IN
 OW0256'BOULDERS.  PROJECTING ABOUT 6 INCHES.  NO. 1 IS
 OW0256'7.170 METERS (23.52 FEET) SOUTHEAST FROM STATION
 OW0256'S 51 DEG 00 MIN E.  NO. 2 IS 10.546 METERS (34.60 FEET)
 OW0256'SOUTHWEST S 44 DEG 11 MIN W.  DISTANCE BETWEEN
 OW0256'REFERENCE MARKS IS 13.274 METERS (43.55 FEET).  AZIMUTH
 OW0256'MARK IS STANDARD DISK IN CONCRETE, AT GRADE
 OW0256'CROSSING OVER RAILROAD TRACKS, 103 FEET WEST OF TRACK,
 OW0256'7 FEET NORTH OF NORTH GATE POST (SEE ABOVE), 3 FEET WEST
 OW0256'OF FENCE LINE, AND APPROXIMATELY 3/4 MILE SOUTHEAST OF
 OW0256'STATION S 54 DEG 42 MIN E.  SHOSHONI, C. AND
 OW0256'N. W. RY., REDWOOD WATER TANK FINIAL
 OW0256'MAY ALSO BE USED AS AZIMUTH MARK.
 OW0256
 OW0256                          STATION RECOVERY (1938)
 OW0256
 OW0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 OW0256'ABOUT 10 MI. FROM THERMOPOLIS ON THE MOST PROMINENT PEAK OF THE MAIN
 OW0256'RIDGE ON THE N. SIDE OF KIRBY CREEK, 3 MI. FROM IT AND 2 MI. FROM
 OW0256'BIG HORN RIVER.  COVERED WITH CEDAR AND PINE.  FROM THERMOPOLIS TAKE
 OW0256'CASPER ROAD TO KIRBY CREEK, THEN RD. DOWN RIVER 4 MI., A WOOD RD.
 OW0256'GOES HALFWAY UP PEAK, AND THERE IS A DIM TRAIL TO SUMMIT.  EASILY
 OW0256'REACHED FROM N. SIDE.
 OW0256'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0130 ***********************************************************************
 PW0130  DESIGNATION -  BIG HORN AVE STA 1+19.3
 PW0130  PID         -  PW0130
 PW0130  STATE/COUNTY-  WY/SHERIDAN
 PW0130  USGS QUAD   -  SHERIDAN (1977)
 PW0130
 PW0130                         *CURRENT SURVEY CONTROL
 PW0130  ___________________________________________________________________
 PW0130* NAD 83(1986)-  44 46 38.     (N)    106 57 27.     (W)     SCALED    
 PW0130* NAVD 88     -      1179.586  (meters)    3870.03   (feet)  ADJUSTED  
 PW0130  ___________________________________________________________________
 PW0130  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 PW0130  DYNAMIC HT  -        1179.159 (meters)    3868.62  (feet)  COMP
 PW0130  MODELED GRAV-     980,214.6   (mgal)                       NAVD 88
 PW0130
 PW0130  VERT ORDER  -  FIRST     CLASS II
 PW0130
 PW0130.The horizontal coordinates were scaled from a topographic map and have
 PW0130.an estimated accuracy of +/- 6 seconds.
 PW0130
 PW0130.The orthometric height was determined by differential leveling
 PW0130.and adjusted by the National Geodetic Survey in June 1991..
 PW0130
 PW0130.The geoid height was determined by GEOID03.
 PW0130
 PW0130.The dynamic height is computed by dividing the NAVD 88
 PW0130.geopotential number by the normal gravity value computed on the
 PW0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0130.degrees latitude (g = 980.6199 gals.).
 PW0130
 PW0130.The modeled gravity was interpolated from observed gravity values.
 PW0130
 PW0130;                    North         East    Units  Estimated Accuracy
 PW0130;SPC WYEC     -   575,180.      429,750.      MT  (+/- 180 meters Scaled)
 PW0130
 PW0130                          SUPERSEDED SURVEY CONTROL
 PW0130
 PW0130  NGVD 29 (??/??/92) 1178.863  (m)         3867.65   (f) ADJ UNCH    1 2
 PW0130
 PW0130.Superseded values are not recommended for survey control.
 PW0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0130.See file dsdata.txt to determine how the superseded data were derived.
 PW0130
 PW0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK451600(NAD 83)
 PW0130_MARKER: DD = SURVEY DISK
 PW0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0130_STAMPING: 1 + 19.3 3867.63
 PW0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0130+STABILITY: SURFACE MOTION
 PW0130
 PW0130  HISTORY     - Date     Condition        Report By
 PW0130  HISTORY     - UNK      MONUMENTED       WYHD
 PW0130  HISTORY     - 1957     GOOD             NGS
 PW0130
 PW0130                          STATION DESCRIPTION
 PW0130
 PW0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0130'1.3 MI S FROM SHERIDAN.
 PW0130'0.2 MILE SOUTH ALONG MAIN STREET FROM THE SHERIDAN COUNTY COURTHOUSE,
 PW0130'THENCE 0.1 MILE WEST ALONG COLLEGE AVENUE, THENCE 1.0 MILE SOUTH ALONG
 PW0130'BIG HORN AVENUE, AT THE JUNCTION OF AIRPORT ROAD, 30 FEET EAST OF THE
 PW0130'CENTER LINE OF BIG HORN AVENUE, ON THE EXTENDED CENTER LINE OF AIRPORT
 PW0130'ROAD, 8 FEET WEST OF A POWER POLE WITH A GUY WIRE, 1 FOOT WEST OF THE
 PW0130'FENCE AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0519 ***********************************************************************
 MQ0519  DESIGNATION -  BIG ISLAND
 MQ0519  PID         -  MQ0519
 MQ0519  STATE/COUNTY-  WY/SWEETWATER
 MQ0519  USGS QUAD   -  BLUE POINT (1980)
 MQ0519
 MQ0519                         *CURRENT SURVEY CONTROL
 MQ0519  ___________________________________________________________________
 MQ0519* NAD 83(1993)-  41 43 30.59920(N)    109 48 59.46300(W)     ADJUSTED  
 MQ0519* NAVD 88     -      2027.4    (meters)    6652.     (feet)  GPS OBS   
 MQ0519  ___________________________________________________________________
 MQ0519  X           -  -1,616,691.383 (meters)                     COMP
 MQ0519  Y           -  -4,486,474.491 (meters)                     COMP
 MQ0519  Z           -   4,224,209.275 (meters)                     COMP
 MQ0519  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 MQ0519  ELLIP HEIGHT-        2012.64  (meters)          (02/28/01) GPS OBS
 MQ0519  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MQ0519
 MQ0519  HORZ ORDER  -  A
 MQ0519  ELLP ORDER  -  SECOND    CLASS I
 MQ0519
 MQ0519.The horizontal coordinates were established by GPS observations
 MQ0519.and adjusted by the National Geodetic Survey in February 2001..
 MQ0519
 MQ0519.The orthometric height was determined by GPS observations and a
 MQ0519.high-resolution geoid model.
 MQ0519
 MQ0519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MQ0519
 MQ0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0519
 MQ0519.The ellipsoidal height was determined by GPS observations
 MQ0519.and is referenced to NAD 83.
 MQ0519
 MQ0519.The geoid height was determined by GEOID03.
 MQ0519
 MQ0519;                    North         East     Units Scale Factor Converg.
 MQ0519;SPC WYWC     -   136,603.395   511,263.967   MT  1.00003436   -0 42 35.6
 MQ0519;UTM  12      - 4,619,939.171   598,434.634   MT  0.99971923   +0 47 15.9
 MQ0519
 MQ0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0519!SPC WYWC     -   0.99968442  x   1.00003436  =   0.99971877
 MQ0519!UTM  12      -   0.99968442  x   0.99971923  =   0.99940374
 MQ0519
 MQ0519:                Primary Azimuth Mark                     Grid Az
 MQ0519:SPC WYWC     -  VACO                                     189 46 10.3
 MQ0519:UTM  12      -  VACO                                     188 16 18.8
 MQ0519
 MQ0519|---------------------------------------------------------------------|
 MQ0519| PID    Reference Object                     Distance      Geod. Az  |
 MQ0519|                                                           dddmmss.s |
 MQ0519| MQ0521 VACO                                APPROX.13.0 KM 1890334.7 |
 MQ0519|---------------------------------------------------------------------|
 MQ0519
 MQ0519                          SUPERSEDED SURVEY CONTROL
 MQ0519
 MQ0519  NAD 83(1993)-  41 43 30.59799(N)    109 48 59.45628(W) AD(       ) 3
 MQ0519  NAD 83(1986)-  41 43 30.58963(N)    109 48 59.44675(W) AD(       ) 3
 MQ0519  NAD 27      -  41 43 30.74895(N)    109 48 56.91169(W) AD(       ) 3
 MQ0519  NGVD 29 (07/19/86) 2026.     (m)         6647.     (f) VERT ANG       
 MQ0519
 MQ0519.Superseded values are not recommended for survey control.
 MQ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0519.See file dsdata.txt to determine how the superseded data were derived.
 MQ0519
 MQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM9843519939(NAD 83)
 MQ0519_MARKER: DS = TRIANGULATION STATION DISK
 MQ0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0519_STAMPING: BIG ISLAND 1958
 MQ0519_MARK LOGO: USGS  
 MQ0519_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0519+STABILITY: SURFACE MOTION
 MQ0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0519+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1999
 MQ0519
 MQ0519  HISTORY     - Date     Condition        Report By
 MQ0519  HISTORY     - 1958     MONUMENTED       USGS
 MQ0519  HISTORY     - 1962     GOOD             USGS
 MQ0519  HISTORY     - 19990824 GOOD             FMC
 MQ0519
 MQ0519                          STATION DESCRIPTION
 MQ0519
 MQ0519'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MQ0519'LOCATED ABOUT 7.0 MI. (AIRLINE) NE. OF WEST VACO, WYOMING, AND ABOUT
 MQ0519'5.0 MI. (AIRLINE) W. OF BIG ISLAND.  ON A PROMINENT TOP ABOUT 1500
 MQ0519'FT. S. OF AN E-W. RD.
 MQ0519'
 MQ0519'TO REACH FROM GREEN RIVER POST OFFICE, GO W. ON U.S. HIGHWAY 30 7.9
 MQ0519'MI. TO JUNCTION WITH BIG ISLAND ROAD, TURN N. ON BIG ISLAND ROAD, GO
 MQ0519'18.4 MI. TO A RD. W., TURN LEFT (W.), GO 2.8 MI., THENCE CROSS
 MQ0519'COUNTRY TO STATION SITE.
 MQ0519'
 MQ0519'RECOVERED.
 MQ0519'
 MQ0519'STATION MARK--STANDARD TABLET, CEMENTED IN A CONCRETE POST PROTRUDING
 MQ0519'0.4 FT. ABOVE GROUND.
 MQ0519
 MQ0519                          STATION RECOVERY (1999)
 MQ0519
 MQ0519'RECOVERY NOTE BY FMC CORPORATION 1999 (KZS)
 MQ0519'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80
 MQ0519'AND WYOMING HIGHWAY 372 (EXIT 83) , GO NORTH ON WYOMING HIGHWAY 372
 MQ0519'FOR 17.4 MI (28.0 KM) TO A TWO TRACK ROAD ON THE LEFT (WEST) , TURN
 MQ0519'LEFT (WEST) ON THE TWO TRACK ROAD AND TRAVEL 2.6 MI (4.2 KM) TO A TWO
 MQ0519'TRACK ROAD ON LEFT (SOUTH) , TURN LEFT (SOUTH) ON TWO TRACK ROAD AND
 MQ0519'TRAVEL 0.3 MI (0.5 KM) TO THE TOP OF A PROMINENT HILL AND THE
 MQ0519'MONUMENT.  MONUMENT RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0804 ***********************************************************************
 PY0804  CBN         -  This is a Cooperative Base Network Control Station.
 PY0804  DESIGNATION -  BIG THUMB
 PY0804  PID         -  PY0804
 PY0804  STATE/COUNTY-  WY/TETON
 PY0804  USGS QUAD   -  WEST THUMB (1986)
 PY0804
 PY0804                         *CURRENT SURVEY CONTROL
 PY0804  ___________________________________________________________________
 PY0804* NAD 83(1993)-  44 24 17.85716(N)    110 34 08.99296(W)     ADJUSTED  
 PY0804* NAVD 88     -      2374.294  (meters)    7789.66   (feet)  ADJUSTED  
 PY0804  ___________________________________________________________________
 PY0804  X           -  -1,604,136.271 (meters)                     COMP
 PY0804  Y           -  -4,274,719.230 (meters)                     COMP
 PY0804  Z           -   4,442,004.812 (meters)                     COMP
 PY0804  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 PY0804  ELLIP HEIGHT-        2365.69  (meters)          (09/07/01) GPS OBS
 PY0804  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 PY0804  DYNAMIC HT  -        2372.701 (meters)    7784.44  (feet)  COMP
 PY0804  MODELED GRAV-     979,861.3   (mgal)                       NAVD 88
 PY0804
 PY0804  HORZ ORDER  -  B
 PY0804  VERT ORDER  -  FIRST     CLASS II
 PY0804  ELLP ORDER  -  FOURTH    CLASS I
 PY0804
 PY0804.The horizontal coordinates were established by GPS observations
 PY0804.and adjusted by the National Geodetic Survey in May 1992..
 PY0804
 PY0804.The orthometric height was determined by differential leveling
 PY0804.and adjusted by the National Geodetic Survey in June 1991..
 PY0804
 PY0804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0804
 PY0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0804
 PY0804.The ellipsoidal height was determined by GPS observations
 PY0804.and is referenced to NAD 83.
 PY0804
 PY0804.The geoid height was determined by GEOID03.
 PY0804
 PY0804.The dynamic height is computed by dividing the NAVD 88
 PY0804.geopotential number by the normal gravity value computed on the
 PY0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0804.degrees latitude (g = 980.6199 gals.).
 PY0804
 PY0804.The modeled gravity was interpolated from observed gravity values.
 PY0804
 PY0804;                    North         East     Units Scale Factor Converg.
 PY0804;SPC WY W     -   533,858.962   761,301.738   MT  0.99995591   -0 20 23.8
 PY0804;UTM  12      - 4,916,942.745   534,306.035   MT  0.99961447   +0 18 05.3
 PY0804
 PY0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0804!SPC WY W     -   0.99962920  x   0.99995591  =   0.99958513
 PY0804!UTM  12      -   0.99962920  x   0.99961447  =   0.99924382
 PY0804
 PY0804                          SUPERSEDED SURVEY CONTROL
 PY0804
 PY0804  ELLIP H (05/15/92) 2365.79   (m)                       GP(       ) 4 2
 PY0804  NAD 83(1993)-  44 24 17.84781(N)    110 34 08.97725(W) AD(       ) 1
 PY0804  NAVD 88 (05/28/92) 2374.29   (m)         7789.6    (f) LEVELING    3  
 PY0804  NGVD 29 (08/20/92) 2372.908  (m)         7785.12   (f) ADJUSTED    1 2
 PY0804
 PY0804.Superseded values are not recommended for survey control.
 PY0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0804.See file dsdata.txt to determine how the superseded data were derived.
 PY0804
 PY0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ3430616943(NAD 83)
 PY0804_MARKER: DS = TRIANGULATION STATION DISK
 PY0804_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PY0804_SP_SET: ABUTMENT
 PY0804_STAMPING: BIG THUMB 1987
 PY0804_MARK LOGO: NGS   
 PY0804_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0804+STABILITY: POSITION/ELEVATION WELL
 PY0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0804+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0804
 PY0804  HISTORY     - Date     Condition        Report By
 PY0804  HISTORY     - 1987     MONUMENTED       NGS
 PY0804  HISTORY     - 1987     GOOD             NGS
 PY0804
 PY0804                          STATION DESCRIPTION
 PY0804
 PY0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0804'THE STATION IS LOCATED IN THE SOUTHWEST AREA OF YELLOWSTONE
 PY0804'NATIONAL PARK, ALONG THE SOUTH ENTRANCE ROAD, ABOUT
 PY0804'1.3 KM (0.8 MI) SOUTHEAST OF WEST THUMB JUNCTION, IN THE FLOOR OF A
 PY0804'BRIDGE OVER BIG THUMB CREEK, IN THE SOUTHEAST CORNER, DIRECTLY OVER
 PY0804'A HEADWALL.
 PY0804'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0804'
 PY0804'TO REACH THE STATION FROM WEST THUMB JUNCTION IN YELLOWSTONE
 PY0804'NATIONAL PARK, GO SOUTH FOR 1.3 KM (0.8 MI) ON THE SOUTH ENTRANCE
 PY0804'ROAD TO THE SOUTH END OF A BRIDGE AND STATION ON THE LEFT.
 PY0804'
 PY0804'THE STATION IS A STANDARD NGS DISK
 PY0804'STAMPED---BIG THUMB 1987---,
 PY0804'SET INTO A DRILL HOLE IN THE BRIDGE FLOOR DIRECTLY OVER THE
 PY0804'HEADWALL.  LOCATED
 PY0804'4.7 METERS (15.4 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 PY0804'ROAD AND
 PY0804'0.4 METERS (1.3 FT) SOUTHWEST FROM THE SOUTH END OF THE METAL
 PY0804'BRIDGE RAILING, BETWEEN JOINT AND STEEL ROAD STRIP.
 PY0804'
 PY0804'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY0804'
 PY0804'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0804'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0804'
 PY0804'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0804'
 PY0804'DESCRIBED BY G.R. HEID.
 PY0804
 PY0804                          STATION RECOVERY (1987)
 PY0804
 PY0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0804'1.5 KM (0.95 MI) NORTH FROM GRANT VILLAGE.
 PY0804'1.5 KM (0.95 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0804'JUNCTION OF GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, IN TOP OF
 PY0804'AND 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTH
 PY0804'CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING BIG THUMB CREEK, 5.1 M
 PY0804'(16.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.4 M (1.3
 PY0804'FT) SOUTHWEST OF THE SOUTHEAST CONCRETE GUARDRAIL OF THE BRIDGE.
 PY0804'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0396 ***********************************************************************
 OV0396  DESIGNATION -  BIG TRAILS ET
 OV0396  PID         -  OV0396
 OV0396  STATE/COUNTY-  WY/WASHAKIE
 OV0396  USGS QUAD   -  BIG TRAILS (1976)
 OV0396
 OV0396                         *CURRENT SURVEY CONTROL
 OV0396  ___________________________________________________________________
 OV0396* NAD 83(1993)-  43 47 24.73070(N)    107 20 55.94154(W)     ADJUSTED  
 OV0396* NAVD 88     -      1597.1    (meters)    5240.     (feet)  VERTCON   
 OV0396  ___________________________________________________________________
 OV0396  LAPLACE CORR-          11.42  (seconds)                    DEFLEC99
 OV0396  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 OV0396
 OV0396  HORZ ORDER  -  THIRD
 OV0396
 OV0396.The horizontal coordinates were established by classical geodetic methods
 OV0396.and adjusted by the National Geodetic Survey in January 1997..
 OV0396
 OV0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0396
 OV0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0396
 OV0396.The geoid height was determined by GEOID03.
 OV0396
 OV0396;                    North         East     Units Scale Factor Converg.
 OV0396;SPC WYEC     -   465,440.306   398,749.345   MT  0.99993752   -0 00 38.7
 OV0396;UTM  13      - 4,851,253.053   311,016.594   MT  1.00003930   -1 37 33.4
 OV0396
 OV0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0396!SPC WYEC     -   0.99975138  x   0.99993752  =   0.99968891
 OV0396!UTM  13      -   0.99975138  x   1.00003930  =   0.99979067
 OV0396
 OV0396:                Primary Azimuth Mark                     Grid Az
 OV0396:SPC WYEC     -  LYMAN ET                                 342 37 32.7
 OV0396:UTM  13      -  LYMAN ET                                 344 14 27.4
 OV0396
 OV0396|---------------------------------------------------------------------|
 OV0396| PID    Reference Object                     Distance      Geod. Az  |
 OV0396|                                                           dddmmss.s |
 OV0396| OV0397 LYMAN ET                            APPROX.13.7 KM 3423654.0 |
 OV0396|---------------------------------------------------------------------|
 OV0396
 OV0396                          SUPERSEDED SURVEY CONTROL
 OV0396
 OV0396  NAD 83(1986)-  43 47 24.71375(N)    107 20 55.93323(W) AD(       ) 3
 OV0396  NAD 27      -  43 47 24.85890(N)    107 20 53.66786(W) AD(       ) 3
 OV0396  NGVD 29 (07/19/86) 1596.3    (m)         5237.     (f) VERT ANG       
 OV0396
 OV0396.Superseded values are not recommended for survey control.
 OV0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0396.See file dsdata.txt to determine how the superseded data were derived.
 OV0396
 OV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ1101751253(NAD 83)
 OV0396_MARKER: DD = SURVEY DISK
 OV0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0396+STABILITY: SURFACE MOTION
 OV0396
 OV0396  HISTORY     - Date     Condition        Report By
 OV0396  HISTORY     - 1966     MONUMENTED       USGS
 OV0396
 OV0396                          STATION DESCRIPTION
 OV0396
 OV0396'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0396'STATION IS LOCATED IN WASHAKIE COUNTY, WYOMING, ABOUT 17 MI. S. AND
 OV0396'5.2 MI. E. OF TEN SLEEP, AND 1.8 MI. NW. OF BIG TRAILS, ON THE HIGHEST
 OV0396'POINT OF A LOW TIMBERED RIDGE, ABOUT 0.5 MI. W. OF THE NOWOOD RIVER.
 OV0396'THE STATION IS IN A SMALL OPENING IN SCRUB CEDAR JUST W. OF SW. OF A
 OV0396'LARGE SAGE BRUSH COVERED SLOPE.  STATION REACHED BY HELICOPTER.
 OV0396'
 OV0396'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN A ROUND CONCRETE
 OV0396'MONUMENT, PROJECTING 0.2 FT., STAMPED ---BIG TRAILS ET 1966---.
 OV0396'
 OV0396'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0238 ***********************************************************************
 OW0238  DESIGNATION -  BIGHORN
 OW0238  PID         -  OW0238
 OW0238  STATE/COUNTY-  WY/HOT SPRINGS
 OW0238  USGS QUAD   -  CEDAR MOUNTAIN (1985)
 OW0238
 OW0238                         *CURRENT SURVEY CONTROL
 OW0238  ___________________________________________________________________
 OW0238* NAD 83(1993)-  43 47 39.73904(N)    108 06 41.00643(W)     ADJUSTED  
 OW0238* NAVD 88     -      1682.     (meters)    5518.     (feet)  SCALED    
 OW0238  ___________________________________________________________________
 OW0238  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 OW0238  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 OW0238
 OW0238  HORZ ORDER  -  FIRST
 OW0238
 OW0238.The horizontal coordinates were established by classical geodetic methods
 OW0238.and adjusted by the National Geodetic Survey in January 1997..
 OW0238
 OW0238.The orthometric height was scaled from a topographic map.
 OW0238
 OW0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0238
 OW0238.The geoid height was determined by GEOID03.
 OW0238
 OW0238;                    North         East     Units Scale Factor Converg.
 OW0238;SPC WYWC     -   366,101.591   651,393.825   MT  0.99996998   +0 26 31.1
 OW0238;UTM  12      - 4,853,090.639   732,394.315   MT  1.00026432   +2 00 00.1
 OW0238
 OW0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0238!SPC WYWC     -   0.99973841  x   0.99996998  =   0.99970840
 OW0238!UTM  12      -   0.99973841  x   1.00026432  =   1.00000266
 OW0238
 OW0238|---------------------------------------------------------------------|
 OW0238| PID    Reference Object                     Distance      Geod. Az  |
 OW0238|                                                           dddmmss.s |
 OW0238| CP4537 BIGHORN RM 1                          7.490 METERS 00015     |
 OW0238| CP4538 BIGHORN RM 2                          8.457 METERS 05358     |
 OW0238| CP4536 BIGHORN AZ MK                                      2675207.3 |
 OW0238|---------------------------------------------------------------------|
 OW0238
 OW0238                          SUPERSEDED SURVEY CONTROL
 OW0238
 OW0238  NAD 83(1986)-  43 47 39.72490(N)    108 06 41.00604(W) AD(       ) 1
 OW0238  NAD 27      -  43 47 39.88700(N)    108 06 38.64800(W) AD(       ) 1
 OW0238
 OW0238.Superseded values are not recommended for survey control.
 OW0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0238.See file dsdata.txt to determine how the superseded data were derived.
 OW0238
 OW0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP3239453091(NAD 83)
 OW0238_MARKER: DD = SURVEY DISK
 OW0238_SETTING: 66 = SET IN ROCK OUTCROP
 OW0238
 OW0238  HISTORY     - Date     Condition        Report By
 OW0238  HISTORY     - 1938     MONUMENTED       USGS
 OW0238
 OW0238                          STATION DESCRIPTION
 OW0238
 OW0238'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (PLB)
 OW0238'ABOUT 4 MILES S OF E OF KIRBY AND ABOUT 5 MILES NE OF LUCERNE
 OW0238'ON THE HIGHEST CEDAR AND PINE TIMBERED MOUNTAIN WHICH ASCENDS
 OW0238'TO THE S, ON THE HIGHEST POINT NEAR THE SOUTHERN PART OF
 OW0238'MOUNTAIN.  STATION IS OLD U.S.G.S. STATION, MARKED WITH A
 OW0238'BRONZE TABLET.
 OW0238'
 OW0238'STATION AND REFERENCE MARKS NO. 1 AND 2 ARE STANDARD BRONZE
 OW0238'DISKS SET IN OUTCROPPING BEDROCK,
 OW0238'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 OW0238'
 OW0238'REACHED FROM THE POST OFFICE AT LUCERNE BY GOING E ON MAIN-TRAVELED
 OW0238'GRAVEL ROAD ACROSS RAILROAD TRACKS FOR 1.0 MILE TO BRIDGE ACROSS
 OW0238'RIVER.  CONTINUE ON MAIN-TRAVELED ROAD FOR 1.35 MILES TO T-ROAD
 OW0238'AT SIGN LAKE CREEK 23 MILES TURN LEFT AND GO N 3.1 MILES ON
 OW0238'MAIN-TRAVELED DIRT ROAD, PASSING OLD MINE SHAFT, TO GATE
 OW0238'AND INTERSECTION, LOG HOUSE ON THE LEFT.  TURN RIGHT, N THROUGH
 OW0238'WIRE GATE AND FOLLOW MAIN DIRT ROAD N FOR 0.9 MILE TO WIRE
 OW0238'GATE.  GO THROUGH GATE AND CONTINUE N FOR 0.05 MILE TO DIM
 OW0238'RIGHT FORK.  TAKE DIM RIGHT FORK NE ON UNIMPROVED DIRT ROAD
 OW0238'FOR 0.6 MILE TO OLD DESERTED STONE HOUSE.  (AZIMUTH HERE) GO
 OW0238'DUE N FROM HOUSE (NO ROAD) FOR 0.05 MILE TO DRAW AND DIM
 OW0238'ROAD ACROSS DRAW.  TURN RIGHT, E, WITH DIM ROAD AND FOLLOW
 OW0238'FOR 0.65 MILE TO STEEP PART OF RIDGE, AND END OF TRUCK TRAVEL
 OW0238'(ROAD WASHED BADLY), FROM HERE THERE IS A WAGON ROAD
 OW0238'LEADING UP ALONG THE FIRST RIDGE.  PACK EASTERLY UP THIS
 OW0238'WAGON ROAD KEEPING ON HIGHEST GROUND TO END OF WAGON ROAD.
 OW0238'HERE PICK UP GAME TRAIL AND GO N AND E ACROSS SMALL
 OW0238'CANYON, AND UP THE OTHER SIDE.  GOING E AND S KEEPING ON
 OW0238'THE HIGHEST GROUND TO HIGHEST POINT OF MOUNTAIN AND STATION.
 OW0238'ABOUT 1-1/2 HOUR PACK.
 OW0238'
 OW0238'AZIMUTH MARK IS 3 MILES W ON E SIDE OF ROAD 100 FEET N OF
 OW0238'STONE HOUSE.
 OW0238'
 OW0238'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0415 ***********************************************************************
 OU0415  CBN         -  This is a Cooperative Base Network Control Station.
 OU0415  DESIGNATION -  BILL
 OU0415  PID         -  OU0415
 OU0415  STATE/COUNTY-  WY/CONVERSE
 OU0415  USGS QUAD   -  DUGOUT CREEK SOUTH (1984)
 OU0415
 OU0415                         *CURRENT SURVEY CONTROL
 OU0415  ___________________________________________________________________
 OU0415* NAD 83(1993)-  43 15 59.80269(N)    105 17 33.98750(W)     ADJUSTED  
 OU0415* NAVD 88     -      1464.2    (meters)    4804.     (feet)  GPS OBS   
 OU0415  ___________________________________________________________________
 OU0415  X           -  -1,227,171.395 (meters)                     COMP
 OU0415  Y           -  -4,488,006.797 (meters)                     COMP
 OU0415  Z           -   4,350,110.007 (meters)                     COMP
 OU0415  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 OU0415  ELLIP HEIGHT-        1448.97  (meters)          (09/07/01) GPS OBS
 OU0415  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 OU0415
 OU0415  HORZ ORDER  -  B
 OU0415  ELLP ORDER  -  FOURTH    CLASS I
 OU0415
 OU0415.The horizontal coordinates were established by GPS observations
 OU0415.and adjusted by the National Geodetic Survey in October 1994..
 OU0415
 OU0415.The orthometric height was determined by GPS observations and a
 OU0415.high-resolution geoid model.
 OU0415
 OU0415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OU0415
 OU0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0415
 OU0415.The ellipsoidal height was determined by GPS observations
 OU0415.and is referenced to NAD 83.
 OU0415
 OU0415.The geoid height was determined by GEOID03.
 OU0415
 OU0415;                    North         East     Units Scale Factor Converg.
 OU0415;SPC WY E     -   307,278.983   189,762.272   MT  0.99993879   -0 05 11.2
 OU0415;UTM  13      - 4,790,463.889   476,239.880   MT  0.99960694   -0 12 02.4
 OU0415
 OU0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0415!SPC WY E     -   0.99977283  x   0.99993879  =   0.99971163
 OU0415!UTM  13      -   0.99977283  x   0.99960694  =   0.99937986
 OU0415
 OU0415:                Primary Azimuth Mark                     Grid Az
 OU0415:SPC WY E     -  209 C4                                   141 44 43.2
 OU0415:UTM  13      -  209 C4                                   141 51 34.4
 OU0415
 OU0415|---------------------------------------------------------------------|
 OU0415| PID    Reference Object                     Distance      Geod. Az  |
 OU0415|                                                           dddmmss.s |
 OU0415| CP9651 209 C4                                             1413932.0 |
 OU0415| CP9652 BILL RM 1                             6.380 METERS 15805     |
 OU0415| CP9653 BILL RM 2                             8.699 METERS 30750     |
 OU0415|---------------------------------------------------------------------|
 OU0415
 OU0415                          SUPERSEDED SURVEY CONTROL
 OU0415
 OU0415  ELLIP H (10/19/94) 1449.02   (m)                       GP(       ) 4 1
 OU0415  NAD 83(1986)-  43 15 59.78341(N)    105 17 33.96941(W) AD(       ) 2
 OU0415  NAD 27      -  43 15 59.90000(N)    105 17 32.03600(W) AD(       ) 2
 OU0415  NGVD 29 (07/19/86) 1463.1    (m)         4800.     (f) VERT ANG       
 OU0415
 OU0415.Superseded values are not recommended for survey control.
 OU0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0415.See file dsdata.txt to determine how the superseded data were derived.
 OU0415
 OU0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7624090464(NAD 83)
 OU0415_MARKER: DD = SURVEY DISK
 OU0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0415_STAMPING: BILL 1955
 OU0415_MARK LOGO: USGS  
 OU0415_MAGNETIC: N = NO MAGNETIC MATERIAL
 OU0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0415+STABILITY: SURFACE MOTION
 OU0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0415+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2001
 OU0415
 OU0415  HISTORY     - Date     Condition        Report By
 OU0415  HISTORY     - 1955     MONUMENTED       USGS
 OU0415  HISTORY     - 1985     GOOD             DMA
 OU0415  HISTORY     - 19930612 GOOD             NGS
 OU0415  HISTORY     - 20010827 GOOD             WYHD
 OU0415
 OU0415                          STATION DESCRIPTION
 OU0415
 OU0415'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (RAG)
 OU0415'THE STATION IS LOCATED ABOUT 75 MILES SOUTH OF GILLETTE AND
 OU0415'2.8 MILES NORTH-NORTHWEST OF BILL SERVICE STATION AND POST
 OU0415'OFFICE, ON THE SUMMIT OF A GRASS-COVERED EAST-WEST RIDGE AT
 OU0415'THE POINT WHERE THE STATE HIGHWAY CROSSES THE RIDGE.
 OU0415'
 OU0415'TO REACH THE STATION FROM BILL POST OFFICE DRIVE NORTHWEST ON
 OU0415'STATE HIGHWAY 59 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OU0415'CONTINUE NORTHWEST ON HIGHWAY 59 FOR 1.8 MILES TO THE SUMMIT
 OU0415'OF THE RIDGE AND THE STATION ON THE RIGHT.
 OU0415'
 OU0415'THE STATION MARK IS A STANDARD GEOLOGICAL SURVEY BENCH MARK
 OU0415'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 6 INCHES
 OU0415'SQUARE, PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED
 OU0415'BILL 1955.  IT IS 56 FEET NORTHEAST OF THE CENTER OF STATE
 OU0415'HIGHWAY 59, 8.6 FEET NORTH OF A WHITE WITNESS POST AND 8 FEET
 OU0415'NORTHEAST OF A FENCE.
 OU0415'
 OU0415'REFERENCE MARK 1, STAMPED BILL USGS NO 1 1955, IS A STANDARD
 OU0415'COAST AND GEODETIC SURVEY REFERENCE MARK DISK SET IN THE TOP
 OU0415'OF A CONCRETE POST WHICH IS 10 INCHES SQUARE, PROJECTS 8 INCHES
 OU0415'ABOVE GROUND.  IT IS 50 FEET NORTHEAST OF THE CENTER OF STATE
 OU0415'HIGHWAY 59 AND 1.9 FEET NORTHEAST OF A FENCE.
 OU0415'
 OU0415'REFERENCE MARK 2, STAMPED BILL USGS NO 2 1955, IS A STANDARD
 OU0415'COAST AND GEODETIC REFERENCE DISK SET IN THE TOP OF A CONCRETE
 OU0415'POST WHICH IS 10 INCHES SQUARE AND FLUSH WITH THE SURFACE OF
 OU0415'THE GROUND.
 OU0415'
 OU0415'THE AZIMUTH MARK IS A STANDARD WYOMING STATE HIGHWAY RIGHT-OF-WAY
 OU0415'MARKER DISK STAMPED 209 C4 STA 1971 + 00 EL. 4748.79, SET IN
 OU0415'THE TOP OF A CONCRETE POST WHICH IS 6 INCHES SQUARE AND PROJECTS
 OU0415'8 INCHES ABOVE GROUND.  IT IS 100 FEET WEST OF THE CENTER
 OU0415'OF STATE HIGHWAY 59 AND 2 FEET WEST OF A FENCE.
 OU0415'
 OU0415'OBSERVATIONS WERE MADE FROM A 4 FOOT TRIPOD.
 OU0415
 OU0415                          STATION RECOVERY (1985)
 OU0415
 OU0415'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (RSB)
 OU0415'BILL 1955 FOUND GOOD.
 OU0415'
 OU0415'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 OU0415'
 OU0415'AZIMUTH MARK NOT RECOVERED.
 OU0415
 OU0415                          STATION RECOVERY (1993)
 OU0415
 OU0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 OU0415'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OU0415'CONDITION.  NO DATA AVAILABLE ON POSSIBLE AZIMUTH MARK.  PROPOSED
 OU0415'HIGHWAY WIDENING WILL COME CLOSE TO THE STATION.  THE REFERENCE MARKS
 OU0415'WILL PROBABLY BE DESTROYED. STATION IS LOCATED ABOUT 55 KM (34.15 MI)
 OU0415'NORTH OF DOUGLAS, 115 KM (71.45 MI) SOUTH OF GILLETTE, 4.5 KM (2.80
 OU0415'MI) NORTH-NORTHWEST OF BILL, ALONG STATE HIGHWAY 59, AT MILE 38.3, ON
 OU0415'TOP OF A RISE, AT A 2 M (6.6 FT) HIGH CUTBANK, IN CENTRAL SECTION 17,
 OU0415'T 38 N, R 70 W. OWNERSHIP--U.S. DEPARTMENT OF AGRICULTURE. TO REACH
 OU0415'FROM THE POST OFFICE IN BILL, AT THE JUNCTION OF STATE HIGHWAY 59 AND
 OU0415'COUNTY ROAD 38, GO NORTH ON HIGHWAY 59 FOR 3.99 KM (2.45 MI) TO A
 OU0415'CROSSROAD.  CONTINUE AHEAD FOR 0.71 KM (0.45 MI) TO TOP OF RISE AND
 OU0415'THE STATION ON THE RIGHT. STATION MARK IS SET IN THE TOP OF A 20-CM
 OU0415'SQUARE CONCRETE POST PROJECTING 10 CM ABOVE GROUND.  IT IS 0.9 M (3.0
 OU0415'FT) NORTHEAST OF A FIBERGLASS WITNESS POST IN THE FENCE LINE, 17.3 M
 OU0415'(56.8 FT) NORTHEAST OF, AND 2 M (6.6 FT) HIGHER THAN THE HIGHWAY
 OU0415'CENTER, 39.5 M (129.6 FT) WEST-NORTHWEST OF POWERLINE POLE L1/52, AND
 OU0415'47.9 M (157.2 FT) SOUTHEAST OF THE SOUTHEAST GATEPOST AT A FIELD
 OU0415'ENTRANCE. DESCRIBED BY G.R.HEID
 OU0415
 OU0415                          STATION RECOVERY (2001)
 OU0415
 OU0415'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JE)
 OU0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0460 ***********************************************************************
 PW0460  DESIGNATION -  BILLY
 PW0460  PID         -  PW0460
 PW0460  STATE/COUNTY-  WY/JOHNSON
 PW0460  USGS QUAD   -  T A RANCH (1970)
 PW0460
 PW0460                         *CURRENT SURVEY CONTROL
 PW0460  ___________________________________________________________________
 PW0460* NAD 83(1993)-  44 08 12.47808(N)    106 39 43.69626(W)     ADJUSTED  
 PW0460* NAVD 88     -      1578.6    (meters)    5179.     (feet)  VERTCON   
 PW0460  ___________________________________________________________________
 PW0460  LAPLACE CORR-         -19.55  (seconds)                    DEFLEC99
 PW0460  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 PW0460
 PW0460  HORZ ORDER  -  FIRST
 PW0460
 PW0460.The horizontal coordinates were established by classical geodetic methods
 PW0460.and adjusted by the National Geodetic Survey in January 1997..
 PW0460
 PW0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0460
 PW0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0460
 PW0460.The geoid height was determined by GEOID03.
 PW0460
 PW0460;                    North         East     Units Scale Factor Converg.
 PW0460;SPC WYEC     -   504,167.716   453,706.870   MT  0.99997296   +0 28 02.7
 PW0460;UTM  13      - 4,888,410.181   367,045.553   MT  0.99981740   -1 09 27.5
 PW0460
 PW0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0460!SPC WYEC     -   0.99975452  x   0.99997296  =   0.99972748
 PW0460!UTM  13      -   0.99975452  x   0.99981740  =   0.99957196
 PW0460
 PW0460|---------------------------------------------------------------------|
 PW0460| PID    Reference Object                     Distance      Geod. Az  |
 PW0460|                                                           dddmmss.s |
 PW0460| CQ5095 BILLY RM 1                           17.140 METERS 16054     |
 PW0460| CQ5094 BILLY AZ MK                                        3043919.3 |
 PW0460| CQ5096 BILLY RM 2                           11.640 METERS 31404     |
 PW0460|---------------------------------------------------------------------|
 PW0460
 PW0460                          SUPERSEDED SURVEY CONTROL
 PW0460
 PW0460  NAD 83(1986)-  44 08 12.45702(N)    106 39 43.66227(W) AD(       ) 1
 PW0460  NAD 27      -  44 08 12.54500(N)    106 39 41.49900(W) AD(       ) 1
 PW0460  NGVD 29 (07/19/86) 1577.8    (m)         5176.     (f) VERT ANG       
 PW0460
 PW0460.Superseded values are not recommended for survey control.
 PW0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0460.See file dsdata.txt to determine how the superseded data were derived.
 PW0460
 PW0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ6704688410(NAD 83)
 PW0460_MARKER: DS = TRIANGULATION STATION DISK
 PW0460_SETTING: 0 = UNSPECIFIED SETTING
 PW0460
 PW0460  HISTORY     - Date     Condition        Report By
 PW0460  HISTORY     - 1934     MONUMENTED       CGS
 PW0460
 PW0460                          STATION DESCRIPTION
 PW0460
 PW0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PW0460'ABOUT 14-1/2 MILES SOUTH OF BUFFALO, 2-1/2 MILES SOUTHEAST
 PW0460'OF THE T-A CREEK BRIDGE ON U.S. HIGHWAY 87E, 1.3 MILES SOUTHEAST
 PW0460'OF J.P. RANCH, IN T. 48 N., R. 82 W., ON HIGHEST OF SEVERAL
 PW0460'KNOBS OF HIGHEST RIDGE ABOUT 1-1/2 MILES EAST OF NORTH FORK
 PW0460'OF CRAZY WOMAN CREEK.  THERE ARE TWO CONE-SHAPED KNOBS ABOUT
 PW0460'1/4 MILE TO SOUTH.  TO REACH FROM BUFFALO POST OFFICE,
 PW0460'FOLLOW U.S. HIGHWAY 87E SOUTH 13.4 MILES TO SMALL BRIDGE
 PW0460'OVER T-A CREEK (HILL TO WEST OF ROAD HAS WORDS IN LARGE WHITE
 PW0460'LETTERS TRY LOG CABIN CAMP ON EAST SLOPE), LEAVE HIGHWAY
 PW0460'AT WOODEN MAIL BOX ABOUT 75 YARDS NORTH OF SMALL BRIDGE AND
 PW0460'GO EAST THROUGH IRON GATE, FOLLOW UNIMPROVED ROAD EAST 0.7
 PW0460'MILE TO THE J.P. RANCH, JUST AFTER CROSSING SMALL BRIDGE
 PW0460'OVER DITCH, TURN RIGHT AND GO SOUTH THROUGH 2 IRON GATES,
 PW0460'CONTINUE 0.2 MILE TO END OF LANE, PASS THROUGH POLE GATE
 PW0460'AND GO SOUTHWEST 0.1 MILE, TURN LEFT THROUGH POLE GATE
 PW0460'AND GO EAST 0.15 MILE TO CREEK, CROSS CREEK AND CONTINUE
 PW0460'0.1 MILE TO GATE INTO ALFALFA FIELD, GO SOUTHEAST 0.15 MILE
 PW0460'ACROSS FIELD, GO EAST 0.25 MILE OVER GRASS- AND
 PW0460'SAGEBRUSH-COVERED HILL TO POINT ABOUT 50 YARDS IN FROM
 PW0460'MOUTH OF COULEE, CROSS COULEE AND WORK WAY EAST 0.3 MILE
 PW0460'TO GATE IN NORTH-AND-SOUTH FENCE, GO SOUTHEAST UP RIDGE
 PW0460'TOWARDS BARE CONE-SHAPED HILL (KEEPING TO RIGHT OF
 PW0460'CONE-SHAPED HILL AND FOLLOWING TRAIL EAST) ABOUT 1.2
 PW0460'MILES TO POINT ON TOP OF RIDGE, PROCEED SOUTH ABOUT
 PW0460'300 YARDS TO TOP OF KNOLL AND STATION SITE.  MARKED BY
 PW0460'STANDARD STATION DISK IN PIPE.  REFERENCE MARKS ARE STANDARD
 PW0460'REFERENCE DISKS IN BEDROCK.  NO. 1 IS 17.14 METERS
 PW0460'(56.2 FEET) (SLOPE) FROM STATION S 19 DEG 04 MIN E.
 PW0460'NO. 2 IS 11.640 METERS (38.19 FEET) (SLOPE) FROM
 PW0460'STATIONN 45 DEG 56 MIN W.  DISTANCE BETWEEN REFERENCE
 PW0460'MARKS IS 27.94 METERS (91.7 FEET).  AZIMUTH MARK IS STANDARD
 PW0460'DISK IN CONCRETE ABOUT 3/4 MILE SOUTHWEST OF THE
 PW0460'J.P. RANCH, 17.5 FEET SOUTHWEST OF POLE GATE IN
 PW0460'NORTHEAST-AND-SOUTHWEST FENCE LINE, 3 FEET SOUTHEAST OF FENCE
 PW0460'LINE, AND APPROXIMATELY 1.3 MILES FROM STATION N 55 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0403 ***********************************************************************
 OU0403  DESIGNATION -  BILLY
 OU0403  PID         -  OU0403
 OU0403  STATE/COUNTY-  WY/CONVERSE
 OU0403  USGS QUAD   -  TIN CAN LAKE (1971)
 OU0403
 OU0403                         *CURRENT SURVEY CONTROL
 OU0403  ___________________________________________________________________
 OU0403* NAD 83(1993)-  43 17 26.81630(N)    105 12 12.12388(W)     ADJUSTED  
 OU0403* NAVD 88     -      1489.7    (meters)    4887.     (feet)  VERTCON   
 OU0403  ___________________________________________________________________
 OU0403  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 OU0403  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 OU0403
 OU0403  HORZ ORDER  -  FIRST
 OU0403
 OU0403.The horizontal coordinates were established by classical geodetic methods
 OU0403.and adjusted by the National Geodetic Survey in January 1997..
 OU0403
 OU0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0403
 OU0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0403
 OU0403.The geoid height was determined by GEOID03.
 OU0403
 OU0403;                    North         East     Units Scale Factor Converg.
 OU0403;SPC WY E     -   309,957.039   197,021.696   MT  0.99993761   -0 01 30.6
 OU0403;UTM  13      - 4,793,126.577   483,502.210   MT  0.99960335   -0 08 22.0
 OU0403
 OU0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0403!SPC WY E     -   0.99976885  x   0.99993761  =   0.99970647
 OU0403!UTM  13      -   0.99976885  x   0.99960335  =   0.99937229
 OU0403
 OU0403:                Primary Azimuth Mark                     Grid Az
 OU0403:SPC WY E     -  BILLY AZ MK                              163 33 49.2
 OU0403:UTM  13      -  BILLY AZ MK                              163 40 40.6
 OU0403
 OU0403|---------------------------------------------------------------------|
 OU0403| PID    Reference Object                     Distance      Geod. Az  |
 OU0403|                                                           dddmmss.s |
 OU0403| CP9654 BILLY AZ MK                                        1633218.6 |
 OU0403| CP9655 BILLY RM 1                           13.105 METERS 18323     |
 OU0403| CP9656 BILLY RM 2                           10.155 METERS 27939     |
 OU0403|---------------------------------------------------------------------|
 OU0403
 OU0403                          SUPERSEDED SURVEY CONTROL
 OU0403
 OU0403  NAD 83(1986)-  43 17 26.79590(N)    105 12 12.10517(W) AD(       ) 1
 OU0403  NAD 27      -  43 17 26.91000(N)    105 12 10.18800(W) AD(       ) 1
 OU0403  NGVD 29 (07/19/86) 1488.9    (m)         4885.     (f) VERT ANG       
 OU0403
 OU0403.Superseded values are not recommended for survey control.
 OU0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0403.See file dsdata.txt to determine how the superseded data were derived.
 OU0403
 OU0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8350293127(NAD 83)
 OU0403_MARKER: DS = TRIANGULATION STATION DISK
 OU0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0403
 OU0403  HISTORY     - Date     Condition        Report By
 OU0403  HISTORY     - 1955     MONUMENTED       CGS
 OU0403  HISTORY     - 1966     GOOD             CGS
 OU0403  HISTORY     - 1985     GOOD             DMA
 OU0403
 OU0403                          STATION DESCRIPTION
 OU0403
 OU0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0403'THE STATION IS ABOUT 4 MILES (AIRLINE) NORTHEAST OF DRY CREEK
 OU0403'STATION WHICH IS THE BILL POST OFFICE, SCHOOL HOUSE AND
 OU0403'COMMUNITY HALL, ALONG STATE HIGHWAY 59.  STATION IS IN THE
 OU0403'SOUTHEAST CORNER OF SECTION 1., T 38 N., R 70 W.  IT IS ON
 OU0403'THE NORTH BROW OF A SHORT EAST-WEST RIDGE WHICH DROPS ABRUPTLY
 OU0403'TO THE NORTH.
 OU0403'
 OU0403'TO REACH THE STATION FROM THE BILL POST OFFICE, AT DRY CREEK
 OU0403'STATION, GO NORTH ON STATE HIGHWAY 59 0.25 MILE TO A ROAD FORK.
 OU0403'TAKE RIGHT FORK, NORTH, GO 1.75 MILES TO A CROSS ROAD.  TURN
 OU0403'RIGHT, EAST, GO 3.0 MILES TO A T-ROAD.  TURN LEFT, NORTH, GO
 OU0403'0.9 MILE TO A SIDE ROAD ON RIGHT.  *KEEP STRAIGHT AHEAD, GO
 OU0403'0.8 MILE TO A GATE.  PASS THROUGH GATE, GO WEST ABOUT 0.05 MILE
 OU0403'TO WHERE THE ROAD TURNS NORTH.  HERE LEAVE ROAD AND CONTINUE,
 OU0403'NORTHWEST, 0.15 MILE TO HIGHEST PART OF RIDGE AND THE STATION.
 OU0403'*TO REACH THE AZIMUTH MARK FROM THE SIDE ROAD RIGHT, TURN
 OU0403'RIGHT, EAST, GO 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OU0403'
 OU0403'STATION MARKS ARE STANDARD DISKS, STAMPED BILLY 1955.  THE
 OU0403'SURFACE STATION MARK DISK IS SET IN A 10 IN BY 10 IN CONCRETE
 OU0403'POST WHICH PROJECTS 4 INCHES ABOVE GROUND.  IT IS 7.8 FEET
 OU0403'SOUTHEAST OF A STANDARD WITNESS POST.  THE UNDERGROUND STATION
 OU0403'MARK DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 OU0403'BELOW THE SURFACE MARK.
 OU0403'
 OU0403'REFERENCE MARK 1, A STANDARD DISK SET IN A 10 IN BY 10 IN CONCRETE
 OU0403'POST, AND STAMPED BILLY NO 1 1955, IS SOUTH OF THE STATION
 OU0403'AT THE SOUTH EDGE OF A TRACK ROAD.  MARK PROJECTS 4 INCHES
 OU0403'ABOVE GROUND.
 OU0403'
 OU0403'REFERENCE MARK 2, A STANDARD DISK SET IN A 10 IN BY 10 IN
 OU0403'CONCRETE POST, AND STAMPED BILLY NO 2 1955, IS WEST OF THE
 OU0403'STATION, ABOUT 30 FEET SOUTH OF THE NORTH RIM OF RIDGE.
 OU0403'MARK PROJECTS 4 INCHES ABOVE GROUND.
 OU0403'
 OU0403'AZIMUTH MARK, A STANDARD DISK SET IN A 10 IN BY 10 IN CONCRETE
 OU0403'POST, AND STAMPED BILLY 1955, IS ABOUT 0.8 MILE SOUTHEAST OF
 OU0403'STATION, 30 FEET NORTH OF ROAD, ABOUT 150 YARDS EAST OF A
 OU0403'CATTLE GUARD, AND 1 FOOT NORTH OF A STANDARD WITNESS POST.
 OU0403'MARK PROJECTS 6 INCHES ABOVE GROUND.
 OU0403'
 OU0403'NOTE--A 4 FT. STAND WAS USED.
 OU0403
 OU0403                          STATION RECOVERY (1966)
 OU0403
 OU0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 OU0403'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 OU0403'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 OU0403'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 OU0403'
 OU0403'TO REACH THE STATION FROM THE POST OFFICE IN BILL, GO NORTH
 OU0403'ON STATE HIGHWAY 59 FOR 0.25 MILE TO FORK.  TAKE THE RIGHT FORK
 OU0403'AND GO NORTH ON THE MAIN ROAD FOR 1.75 MILES TO A CROSS ROAD.
 OU0403'TURN RIGHT AND GO EAST ON THE MAIN ROAD FOR 3.0 MILES TO A T-ROAD.
 OU0403'TURN LEFT AND GO NORTH ON THE MAIN ROAD FOR 0.9 MILE TO A CATTLE
 OU0403'GUARD AND WHERE THE MAIN ROAD TURNS RIGHT.  (TURN RIGHT AND GO
 OU0403'EAST ON THE MAIN ROAD FOR 0.15 MILE AND THE AZIMUTH ON THE
 OU0403'LEFT) CONTINUE NORTH, CROSSING OVER THE CATTLE GUARD, ON A DIRT
 OU0403'ROAD FOR 0.8 MILE TO A CATTLE GUARD AND WHERE THE DIRT ROAD
 OU0403'STARTS DOWN GRADE.  TURN LEFT AND GO NORTHWEST ON A TRACK
 OU0403'ROAD FOR 0.15 MILE TO HIGHEST PART OF RIDGE AND THE
 OU0403'STATION.
 OU0403'
 OU0403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 OU0403'NORTHEAST OF BILL, 7.0 MILES SOUTHEAST OF VERSE AND ABOUT 6.0
 OU0403'MILES EAST OF STATE HIGHWAY 59.
 OU0403
 OU0403                          STATION RECOVERY (1985)
 OU0403
 OU0403'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (RSB)
 OU0403'BILLY 1955 FOUND GOOD.
 OU0403'
 OU0403'STATION, REFERENCE MARKS, AND AZIMUTH MARK ALL RECOVERED AS
 OU0403'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0394 ***********************************************************************
 OU0394  DESIGNATION -  BIRD
 OU0394  PID         -  OU0394
 OU0394  STATE/COUNTY-  WY/CAMPBELL
 OU0394  USGS QUAD   -  LITTLE THUNDER RESERVOIR (1971)
 OU0394
 OU0394                         *CURRENT SURVEY CONTROL
 OU0394  ___________________________________________________________________
 OU0394* NAD 83(1993)-  43 39 10.44690(N)    105 24 54.05207(W)     ADJUSTED  
 OU0394* NAVD 88     -      1554.2    (meters)    5099.     (feet)  VERTCON   
 OU0394  ___________________________________________________________________
 OU0394  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 OU0394  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 OU0394
 OU0394  HORZ ORDER  -  FIRST
 OU0394
 OU0394.The horizontal coordinates were established by classical geodetic methods
 OU0394.and adjusted by the National Geodetic Survey in January 1997..
 OU0394
 OU0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0394
 OU0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0394
 OU0394.The geoid height was determined by GEOID03.
 OU0394
 OU0394;                    North         East     Units Scale Factor Converg.
 OU0394;SPC WY E     -   350,216.031   179,966.462   MT  0.99994243   -0 10 17.2
 OU0394;UTM  13      - 4,833,406.264   466,533.208   MT  0.99961378   -0 17 11.3
 OU0394
 OU0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0394!SPC WY E     -   0.99975870  x   0.99994243  =   0.99970114
 OU0394!UTM  13      -   0.99975870  x   0.99961378  =   0.99937257
 OU0394
 OU0394|---------------------------------------------------------------------|
 OU0394| PID    Reference Object                     Distance      Geod. Az  |
 OU0394|                                                           dddmmss.s |
 OU0394| CP9664 BIRD RM 1                            13.502 METERS 10545     |
 OU0394| CP9663 BIRD AZ MK                                         2533344.1 |
 OU0394| CP9665 BIRD RM 2                             6.849 METERS 35054     |
 OU0394|---------------------------------------------------------------------|
 OU0394
 OU0394                          SUPERSEDED SURVEY CONTROL
 OU0394
 OU0394  NAD 83(1986)-  43 39 10.42652(N)    105 24 54.02750(W) AD(       ) 1
 OU0394  NAD 27      -  43 39 10.53800(N)    105 24 52.07100(W) AD(       ) 1
 OU0394  NGVD 29 (07/19/86) 1553.4    (m)         5096.     (f) VERT ANG       
 OU0394
 OU0394.Superseded values are not recommended for survey control.
 OU0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0394.See file dsdata.txt to determine how the superseded data were derived.
 OU0394
 OU0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ6653333406(NAD 83)
 OU0394_MARKER: DD = SURVEY DISK
 OU0394_SETTING: 66 = SET IN ROCK OUTCROP
 OU0394_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OU0394
 OU0394  HISTORY     - Date     Condition        Report By
 OU0394  HISTORY     - 1955     MONUMENTED       USGS
 OU0394  HISTORY     - 1962     GOOD             USFS
 OU0394  HISTORY     - 1987     GOOD             BLM
 OU0394
 OU0394                          STATION DESCRIPTION
 OU0394
 OU0394'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (RAG)
 OU0394'THE STATION IS LOCATED ABOUT 45 MILES SOUTHEAST OF GILLETTE,
 OU0394'ABOUT 8 MILES NORTHWEST OF TECKLA AND NEAR THE NORTHWEST
 OU0394'END OF A FLAT-TOPPED BUTTE.
 OU0394'
 OU0394'TO REACH FROM THE POST OFFICE AT GILLETTE.  GO EAST ON EAST THIRD
 OU0394'STREET FOR 0.45 MILE.  TURN RIGHT, ONTO STATE HIGHWAY NUMBER
 OU0394'59, AND GO SOUTH FOR 36.7 MILES TO THE JUNCTION OF STATE
 OU0394'HIGHWAY NUMBER 387.  CONTINUE STRAIGHT AHEAD, SOUTH, ON STATE
 OU0394'HIGHWAY NUMBER 59 FOR 7.8 MILES.  TURN LEFT AND GO EAST FOR
 OU0394'2.2 MILES.  (THE AZIMUTH MARK LIES JUST WEST OF THIS POINT)
 OU0394'CROSS OVER A CATTLE GUARD AND FOLLOW THE MAIN ROAD SOUTH FOR
 OU0394'0.5 MILE.  TURN LEFT AND GO EAST FOR 0.05 MILE.  CROSS OVER
 OU0394'A CATTLE GUARD AND GO NORTH AND EAST ON A DIM TRACK ROAD FOR
 OU0394'0.9 MILE TO THE HIGHEST GROUND AND THE STATION.
 OU0394'
 OU0394'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED
 OU0394'BIRD 1955, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH
 OU0394'WITH THE SURFACE OF THE GROUND.
 OU0394'
 OU0394'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BIRD USGS
 OU0394'NO 1 1955, SET INTO A DRILL HOLE IN OUTCROPPING BEDROCK.
 OU0394'
 OU0394'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BIRD USGS
 OU0394'NO 2 1955, SET INTO A DRILL HOLE IN OUTCROPPING BEDROCK.
 OU0394'
 OU0394'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BIRD USGS 1955,
 OU0394'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS
 OU0394'6 INCHES.  IT IS LOCATED ABOUT 0.5 MILE WEST OF THE STATION,
 OU0394'34 FEET WEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 18 FEET
 OU0394'SOUTH OF THE CENTER OF A DIRT ROAD, 4 FEET WEST OF A STANDARD
 OU0394'WITNESS POST AND 2 FEET SOUTH OF A WIRE FENCE.
 OU0394
 OU0394                          STATION RECOVERY (1962)
 OU0394
 OU0394'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0394'STATION MARK FOUND AS DESCRIBED AND IN GOOD CONDITION.
 OU0394
 OU0394                          STATION RECOVERY (1987)
 OU0394
 OU0394'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 OU0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0578 ***********************************************************************
 PV0578  DESIGNATION -  BITTER
 PV0578  PID         -  PV0578
 PV0578  STATE/COUNTY-  WY/CAMPBELL
 PV0578  USGS QUAD   -  RESERVOIR CREEK (1971)
 PV0578
 PV0578                         *CURRENT SURVEY CONTROL
 PV0578  ___________________________________________________________________
 PV0578* NAD 83(1993)-  44 52 25.24253(N)    105 46 46.88185(W)     ADJUSTED  
 PV0578* NAVD 88     -      1286.1    (meters)    4219.     (feet)  VERTCON   
 PV0578  ___________________________________________________________________
 PV0578  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 PV0578  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 PV0578
 PV0578  HORZ ORDER  -  THIRD
 PV0578
 PV0578.The horizontal coordinates were established by classical geodetic methods
 PV0578.and adjusted by the National Geodetic Survey in January 1997..
 PV0578
 PV0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0578
 PV0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0578
 PV0578.The geoid height was determined by GEOID03.
 PV0578
 PV0578;                    North         East     Units Scale Factor Converg.
 PV0578;SPC WY E     -   486,009.910   151,562.030   MT  0.99996634   -0 25 57.1
 PV0578;SPC MT       -    76,306.557   893,890.990   MT  1.00007815   +2 43 17.1
 PV0578;SPC MT       -   250,349.60  2,932,713.22   iFT  1.00007815   +2 43 17.1
 PV0578;UTM  13      - 4,969,213.496   438,413.659   MT  0.99964664   -0 33 00.4
 PV0578
 PV0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0578!SPC WY E     -   0.99980070  x   0.99996634  =   0.99976705
 PV0578!SPC MT       -   0.99980070  x   1.00007815  =   0.99987884
 PV0578!UTM  13      -   0.99980070  x   0.99964664  =   0.99944741
 PV0578
 PV0578:                Primary Azimuth Mark                     Grid Az
 PV0578:SPC WY E     -  BITTER AZ MK                             035 17 09.4
 PV0578:SPC MT       -  BITTER AZ MK                             032 07 55.2
 PV0578:UTM  13      -  BITTER AZ MK                             035 24 12.7
 PV0578
 PV0578|---------------------------------------------------------------------|
 PV0578| PID    Reference Object                     Distance      Geod. Az  |
 PV0578|                                                           dddmmss.s |
 PV0578| CP9666 BITTER AZ MK                                       0345112.3 |
 PV0578| CP9667 BITTER RM 1                           8.412 METERS 07601     |
 PV0578| CP9668 BITTER RM 2                          14.764 METERS 30504     |
 PV0578|---------------------------------------------------------------------|
 PV0578
 PV0578                          SUPERSEDED SURVEY CONTROL
 PV0578
 PV0578  NAD 83(1993)-  44 52 25.22441(N)    105 46 46.86345(W) AD(       ) 3
 PV0578  NAD 83(1986)-  44 52 25.22098(N)    105 46 46.85950(W) AD(       ) 3
 PV0578  NAD 27      -  44 52 25.27800(N)    105 46 44.82000(W) AD(       ) 3
 PV0578  NGVD 29 (07/19/86) 1285.4    (m)         4217.     (f) VERT ANG       
 PV0578
 PV0578.Superseded values are not recommended for survey control.
 PV0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0578.See file dsdata.txt to determine how the superseded data were derived.
 PV0578
 PV0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK3841469213(NAD 83)
 PV0578_MARKER: DS = TRIANGULATION STATION DISK
 PV0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0578
 PV0578  HISTORY     - Date     Condition        Report By
 PV0578  HISTORY     - 1949     MONUMENTED       CGS
 PV0578  HISTORY     - 1966     GOOD             CGS
 PV0578
 PV0578                          STATION DESCRIPTION
 PV0578
 PV0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0578'STATION IS LOCATED ON LAND OWNED BY THE GOVERNMENT, ABOUT 9 MILES
 PV0578'SOUTH OF THE MONTANA-WYOMING STATE LINE, ABOUT 9 MILES
 PV0578'NORTH-NORTHWEST OF THE RECLUSE POST OFFICE, 10 FEET NORTH OF A
 PV0578'WITNESS POST, AND ON THE NORTH EDGE OF A HIGH RIDGE.
 PV0578'
 PV0578'TO REACH FROM THE RECLUSE POST OFFICE, GO NORTHWEST ON MAIN
 PV0578'GRAVELED ROAD FOR 3.4 MILES TO A FORK.  BEAR LEFT AND GO 5.5
 PV0578'MILES TO A FORK.  BEAR LEFT AND GO 4.8 MILES TO A TRACK ROAD
 PV0578'LEFT JUST BEFORE REACHING A CATTLE GUARD.  TURN LEFT ON
 PV0578'TRACK ROAD AND GO 0.2 MILE TO A RANCH HOUSE.  CONTINUE ON
 PV0578'MAIN TRACK ROAD FOR 3.1 MILES TO AN OLD BUILDING ON RIGHT.
 PV0578'CONTINUE FOR 0.2 MILE TO A GATE AND THE AZIMUTH MARK ON RIGHT.
 PV0578'CONTINUE FOR 0.3 MILE TO TOP OF RIDGE.  TURN RIGHT OFF MAIN
 PV0578'TRACK ROAD AND GO 0.3 MILE TO HIGHEST POINT OF RIDGE AND
 PV0578'STATION.
 PV0578'
 PV0578'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0578'CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 PV0578'STAMPED BITTER 1949.
 PV0578'
 PV0578'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0578'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE
 PV0578'DISK IS STAMPED BITTER NO 1 1949.
 PV0578'
 PV0578'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PV0578'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 PV0578'THE DISK IS STAMPED BITTER NO 2 1949.
 PV0578'
 PV0578'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0578'CONCRETE POST.  IT IS 22 FEET NORTH OF A TRACK ROAD, 5 FEET
 PV0578'SOUTH OF A WITNESS POST, AND 1 FOOT WEST OF A WIRE FENCE.  THE
 PV0578'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED BITTER 1949.
 PV0578
 PV0578                          STATION RECOVERY (1966)
 PV0578
 PV0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 PV0578'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 PV0578'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 PV0578'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 PV0578'
 PV0578'TO REACH THE STATION FROM THE RECLUSE POST OFFICE, GO NORTHWEST
 PV0578'ON THE MAIN GRAVEL ROAD FOR 3.4 MILES TO A FORK.  TAKE THE
 PV0578'LEFT FORK AND GO NORTHERLY ON THE GRAVEL ROAD FOR 5.5 MILES TO
 PV0578'A FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON THE GRAVEL
 PV0578'ROAD FOR 4.8 MILES TO A SIDE ROAD LEFT (LEADING INTO RANCH
 PV0578'HOUSE).  TURN LEFT AND GO SOUTH FOR 0.2 MILE TO THE RANCH HOUSE,
 PV0578'CONTINUE SOUTHERLY ON THE MAIN TRACK ROAD FOR 1.4 MILES TO A
 PV0578'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY ON TRACK
 PV0578'ROAD FOR 2.2 MILES TO A GATE.  PASS THROUGH THE GATE AND
 PV0578'CONTINUE SOUTHERLY ON TRACK ROAD (PASSING THROUGH AN OLD
 PV0578'RANCH YARD) FOR 0.35 MILE TO A LEFT FORK.  TAKE THE LEFT FORK
 PV0578'AND GO SOUTH ON A TRACK ROAD FOR 0.35 MILE TO THE TOP OF A
 PV0578'SMALL RIDGE.  TURN RIGHT AND GO CROSS COUNTRY, UP A STEEP
 PV0578'GRADE, FOR 0.15 MILE AND THE STATION.
 PV0578'
 PV0578'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13.0 MILES
 PV0578'NORTH-NORTHWEST OF RECLUSE, 9.0 MILES SOUTH OF THE MONTANA
 PV0578'AND WYOMING STATE LINE AND ABOUT 30.0 MILE EAST OF THE POWDER
 PV0578'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0502 ***********************************************************************
 MQ0502  DESIGNATION -  BLACK
 MQ0502  PID         -  MQ0502
 MQ0502  STATE/COUNTY-  WY/SWEETWATER
 MQ0502  USGS QUAD   -  DEVILS PLAYGROUND (1987)
 MQ0502
 MQ0502                         *CURRENT SURVEY CONTROL
 MQ0502  ___________________________________________________________________
 MQ0502* NAD 83(1993)-  41 10 44.55777(N)    109 42 18.25768(W)     ADJUSTED  
 MQ0502* NAVD 88     -      2390.1    (meters)    7842.     (feet)  VERTCON   
 MQ0502  ___________________________________________________________________
 MQ0502  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 MQ0502  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 MQ0502
 MQ0502  HORZ ORDER  -  THIRD
 MQ0502
 MQ0502.The horizontal coordinates were established by classical geodetic methods
 MQ0502.and adjusted by the National Geodetic Survey in January 1997..
 MQ0502
 MQ0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0502
 MQ0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0502
 MQ0502.The geoid height was determined by GEOID03.
 MQ0502
 MQ0502;                    North         East     Units Scale Factor Converg.
 MQ0502;SPC WYWC     -    75,843.412   519,867.222   MT  1.00001650   -0 37 43.9
 MQ0502;UTM  12      - 4,559,441.114   608,611.474   MT  0.99974518   +0 51 09.7
 MQ0502
 MQ0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0502!SPC WYWC     -   0.99962755  x   1.00001650  =   0.99964404
 MQ0502!UTM  12      -   0.99962755  x   0.99974518  =   0.99937282
 MQ0502
 MQ0502:                Primary Azimuth Mark                     Grid Az
 MQ0502:SPC WYWC     -  DRY                                      004 24 55.8
 MQ0502:UTM  12      -  DRY                                      002 56 02.2
 MQ0502
 MQ0502|---------------------------------------------------------------------|
 MQ0502| PID    Reference Object                     Distance      Geod. Az  |
 MQ0502|                                                           dddmmss.s |
 MQ0502| MQ0499 DRY                                 APPROX.18.0 KM 0034711.9 |
 MQ0502|---------------------------------------------------------------------|
 MQ0502
 MQ0502                          SUPERSEDED SURVEY CONTROL
 MQ0502
 MQ0502  NAD 83(1986)-  41 10 44.53958(N)    109 42 18.25187(W) AD(       ) 3
 MQ0502  NAD 27      -  41 10 44.68010(N)    109 42 15.71714(W) AD(       ) 3
 MQ0502  NGVD 29 (07/19/86) 2388.7    (m)         7837.     (f) VERT ANG       
 MQ0502
 MQ0502.Superseded values are not recommended for survey control.
 MQ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0502.See file dsdata.txt to determine how the superseded data were derived.
 MQ0502
 MQ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0861159441(NAD 83)
 MQ0502_MARKER: B = BOLT
 MQ0502_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0502_SP_SET: SET IN ROCK OUTCROP
 MQ0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0502+STABILITY: POSITION/ELEVATION WELL
 MQ0502
 MQ0502  HISTORY     - Date     Condition        Report By
 MQ0502  HISTORY     - 1898     MONUMENTED       USGS
 MQ0502
 MQ0502                          STATION DESCRIPTION
 MQ0502
 MQ0502'DESCRIBED BY US GEOLOGICAL SURVEY 1898
 MQ0502'STATION FORMERLY CALLED ---TWIN BUTTES--- BY BALDWIN AND ROBERTSON,
 MQ0502'RENAMED ---BLACK--- BY WILLIAMS, BECAUSE IT IS LOCATED ON BLACK MTN.
 MQ0502'TWIN MTN. IS LOCATED ABOUT 4 MI. SW. OF THIS STATION.
 MQ0502'
 MQ0502'LOCATED ABOUT 22.0 MI. SW. OF GREEN RIVER, WYOMING, AND ABOUT 50 MI.
 MQ0502'W. OF STATE HIGHWAY 530, ON A HIGH BARE TOP ON N. END OF BLACK
 MQ0502'MOUNTAIN.
 MQ0502'
 MQ0502'TO REACH FROM BRIDGE OVER GREEN RIVER, WYOMING, GO S. ON STATE
 MQ0502'HIGHWAY 530 17.9 MI. TO A Y-RD., GO RIGHT AND CONTINUE SW. ON
 MQ0502'COUNTY HIGHWAY 10.1 MI. TO A DIM RD. LEFT, TURN LEFT (E.) ON DIM
 MQ0502'RD. 3.6 MI. TO PINE SPRINGS AND END OF TRUCK TRAVEL.  PACK N.
 MQ0502'ABOUT 2 MI. TO STATION.
 MQ0502'
 MQ0502'STATION MARK--AN ALUMINUM BOLT, CEMENTED IN LARGE SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0201 ***********************************************************************
 NS0201  DESIGNATION -  BLACK
 NS0201  PID         -  NS0201
 NS0201  STATE/COUNTY-  WY/FREMONT
 NS0201  USGS QUAD   -  PICKET LAKE (1961)
 NS0201
 NS0201                         *CURRENT SURVEY CONTROL
 NS0201  ___________________________________________________________________
 NS0201* NAD 83(1993)-  42 21 59.66433(N)    108 29 35.19308(W)     ADJUSTED  
 NS0201* NAVD 88     -      2339.5    (meters)    7676.     (feet)  VERTCON   
 NS0201  ___________________________________________________________________
 NS0201  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 NS0201  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 NS0201
 NS0201  HORZ ORDER  -  THIRD
 NS0201
 NS0201.The horizontal coordinates were established by classical geodetic methods
 NS0201.and adjusted by the National Geodetic Survey in January 1997..
 NS0201
 NS0201.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0201
 NS0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0201
 NS0201.The geoid height was determined by GEOID03.
 NS0201
 NS0201;                    North         East     Units Scale Factor Converg.
 NS0201;SPC WYWC     -   207,324.957   621,159.692   MT  0.99994301   +0 10 23.2
 NS0201;UTM  12      - 4,693,521.922   706,425.058   MT  1.00012431   +1 41 23.7
 NS0201
 NS0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0201!SPC WYWC     -   0.99963519  x   0.99994301  =   0.99957822
 NS0201!UTM  12      -   0.99963519  x   1.00012431  =   0.99975946
 NS0201
 NS0201:                Primary Azimuth Mark                     Grid Az
 NS0201:SPC WYWC     -  DRY                                      179 18 53.2
 NS0201:UTM  12      -  DRY                                      177 47 52.7
 NS0201
 NS0201|---------------------------------------------------------------------|
 NS0201| PID    Reference Object                     Distance      Geod. Az  |
 NS0201|                                                           dddmmss.s |
 NS0201| NS0193 DRY                                 APPROX.15.1 KM 1792916.4 |
 NS0201|---------------------------------------------------------------------|
 NS0201
 NS0201                          SUPERSEDED SURVEY CONTROL
 NS0201
 NS0201  NAD 83(1986)-  42 21 59.64882(N)    108 29 35.19323(W) AD(       ) 3
 NS0201  NAD 27      -  42 21 59.80162(N)    108 29 32.80636(W) AD(       ) 3
 NS0201  NGVD 29 (07/19/86) 2338.3    (m)         7672.     (f) VERT ANG       
 NS0201
 NS0201.Superseded values are not recommended for survey control.
 NS0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0201.See file dsdata.txt to determine how the superseded data were derived.
 NS0201
 NS0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM0642593522(NAD 83)
 NS0201
 NS0201  HISTORY     - Date     Condition        Report By
 NS0201  HISTORY     - 1951     MONUMENTED       USGS
 NS0201  HISTORY     - 1957     GOOD             USGS
 NS0201  HISTORY     - 1961     GOOD             USGS
 NS0201
 NS0201                          STATION DESCRIPTION
 NS0201
 NS0201'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (TET)
 NS0201'STATION IS APPROXIMATELY 16.5 MI. SW. OF SWEETWATER STATION ON HIGH
 NS0201'ROCKY TOP.
 NS0201'
 NS0201'FROM LANDER, DRIVE SE. ON U.S. HIGHWAY 287 34.0 MI. TO CARTER OIL SIGN
 NS0201'TURN S.AND PROCEED 4.9 MI.ON MAIN RD.TO JUNCTION,TURN LEFT AT JUNCTION
 NS0201'PROCEED 3.8 MI. ACROSS THE SWEETWATER RIVER TO THE GATE THRU THE ELLIS
 NS0201'RANCH.  GO THROUGH GATE TURN W. PROCEED 1.7 MI. TAKE LEFT FORK -MAIN
 NS0201'RD.- DRIVE 3.5 MI. AND TURN LEFT. DRIVE 1.2 MI. TO RD. JUNCTION GO
 NS0201'STRAIGHT 1.5 MI. TURN RIGHT AND PROCEED 0.6 MI. TO Y-RD. AND TURN
 NS0201'LEFT.  DRIVE 0.6 MI., TURN RIGHT AND PROCEED 2.0 MI.  TURN RIGHT AND
 NS0201'PROCEED 0.3 MI. TURN RIGHT AND PROCEED 0.1 MI. TURN A LEFT U AND DRIVE
 NS0201'4.1 MI.  TURN S. ACROSS COUNTRY AND DRIVE 0.8 MI. TO A HIGH POINT OF A
 NS0201'BLACK APPEARING HILL.
 NS0201'
 NS0201'STATION  RECOVERED BY T.E. TAYLOR, 1957 AS DESCRIBED IN 1951. STATION
 NS0201'REACHED BY HELICOPTER.
 NS0201'
 NS0201'STATION MARK - A STANDARD BRONZE TABLET CEMENTED INTO OUTCROPPING
 NS0201'BEDROCK, STAMPED ---BLACK 1951---.
 NS0201'
 NS0201'REFERENCE MARK NO.1 - A STANDARD BRONZE REFERENCE TABLET CEMENTED INTO
 NS0201'SOLID ROCK OUTCROP STAMPED --- BLACK RM NO.1 1951 ---, 46.20 FT. FROM
 NS0201'STATION, N 09 DEG 26 MIN W.
 NS0201'
 NS0201'REFERENCE MARK NO.2 - A STANDARD BRONZE REFERENCE TABLET CEMENTED INTO
 NS0201'SOLID ROCK OUTCROP STAMPED ---BLACK RM. NO.2 1951---, 42.70 FT. FROM
 NS0201'STATION, S 84 DEG 10 MIN W.
 NS0201
 NS0201                          STATION RECOVERY (1961)
 NS0201
 NS0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (PGL)
 NS0201'STATION IS APPROX. 16.5 MI. SW. OF SWEETWATER STATION ON HIGH ROCKY
 NS0201'TOP.
 NS0201'
 NS0201'FROM LANDER, DRIVE SE. ON U.S. HWY. 287 34.0 MI. TO CARTER OIL SIGN.
 NS0201'TURN S. AND PROCEED 4.9 MI. ON MAIN RD. TO JCT.  TURN LEFT AT JCT.,
 NS0201'PROCEED 3.8 MI. ACROSS THE SWEETWATER RIVER TO THE GATE THRU THE ELLIS
 NS0201'RANCH.  GO THRU GATE TURN W. PROCEED 1.7 MI. TAKE LEFT FORK -MAIN RD.-
 NS0201'DRIVE 3.5 MI. AND TURN LEFT.  DRIVE 1.2 MI. TO RD. JCT. GO STRAIGHT
 NS0201'1.5 MI. TURN RIGHT AND PROCEED 0.6 MI. TO Y-RD. AND TURN LEFT.  DRIVE
 NS0201'0.6 MI. TURN RIGHT AND PROCEED 2.0 MI.  TURN RIGHT 0.3 MI. TURN RIGHT
 NS0201'AND PROCEED 0.1 MI. TURN A LEFT U AND DRIVE 4.1 MI. TURN S. ACROSS
 NS0201'COUNTRY AND DRIVE 0.8 MI. TO HIGH POINT OF A BLACK APPEARING HILL.
 NS0201'
 NS0201'STATION RECOVERED AS DESCRIBED.  STATION REACHED BY HELICOPTER.
 NS0201'
 NS0201'STATION MARK - A STANDARD BRONZE TABLET CEMENTED INTO OUTCROPPING
 NS0201'BEDROCK, STAMPED ---BLACK 1951---.
 NS0201'
 NS0201'REFERENCE MARK NO.1 - A STANDARD BRONZE REFERENCE TABLET CEMENTED
 NS0201'INTO SOLID ROCK OUTCROP STAMPED ---BLACK RM NO.1 1951---46.20 FT. FROM
 NS0201'STATION, N 09 DEG 26 MIN W.
 NS0201'
 NS0201'REFERENCE MARK NO.2 - A STANDARD BRONZE REFERENCE TABLET CEMENTED INTO
 NS0201'SOLID ROCK OUTCROP STAMPED ---BLACK RM NO.2 1951--- 42.70 FT. FROM
 NS0201'STATION, S 84 DEG 10 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0533 ***********************************************************************
 PW0533  DESIGNATION -  BLACK
 PW0533  PID         -  PW0533
 PW0533  STATE/COUNTY-  WY/BIG HORN
 PW0533  USGS QUAD   -  SPANISH POINT (1993)
 PW0533
 PW0533                         *CURRENT SURVEY CONTROL
 PW0533  ___________________________________________________________________
 PW0533* NAD 83(1993)-  44 23 22.17877(N)    107 27 24.19746(W)     ADJUSTED  
 PW0533* NAVD 88     -      2815.2    (meters)    9236.     (feet)  VERTCON   
 PW0533  ___________________________________________________________________
 PW0533  LAPLACE CORR-          20.75  (seconds)                    DEFLEC99
 PW0533  GEOID HEIGHT-          -8.74  (meters)                     GEOID03
 PW0533
 PW0533  HORZ ORDER  -  FIRST
 PW0533
 PW0533.The horizontal coordinates were established by classical geodetic methods
 PW0533.and adjusted by the National Geodetic Survey in January 1997..
 PW0533
 PW0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0533
 PW0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0533
 PW0533.The geoid height was determined by GEOID03.
 PW0533
 PW0533;                    North         East     Units Scale Factor Converg.
 PW0533;SPC WYEC     -   532,033.064   390,169.089   MT  0.99993869   -0 05 10.7
 PW0533;UTM  13      - 4,918,070.052   304,326.268   MT  1.00007089   -1 43 08.8
 PW0533
 PW0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0533!SPC WYEC     -   0.99956015  x   0.99993869  =   0.99949887
 PW0533!UTM  13      -   0.99956015  x   1.00007089  =   0.99963101
 PW0533
 PW0533|---------------------------------------------------------------------|
 PW0533| PID    Reference Object                     Distance      Geod. Az  |
 PW0533|                                                           dddmmss.s |
 PW0533| CQ5113 BLACK RM 1                            7.617 METERS 20534     |
 PW0533| CQ5114 BLACK RM 2                           10.056 METERS 32820     |
 PW0533| CQ5112 BLACK AZ MK                                        3384329.0 |
 PW0533|---------------------------------------------------------------------|
 PW0533
 PW0533                          SUPERSEDED SURVEY CONTROL
 PW0533
 PW0533  NAD 83(1986)-  44 23 22.16173(N)    107 27 24.18576(W) AD(       ) 1
 PW0533  NAD 27      -  44 23 22.29460(N)    107 27 21.90050(W) AD(       ) 1
 PW0533  NGVD 29 (07/19/86) 2814.2    (m)         9233.     (f) VERT ANG       
 PW0533
 PW0533.Superseded values are not recommended for survey control.
 PW0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0533.See file dsdata.txt to determine how the superseded data were derived.
 PW0533
 PW0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK0432618070(NAD 83)
 PW0533_MARKER: DS = TRIANGULATION STATION DISK
 PW0533_SETTING: 80 = SET IN A BOULDER
 PW0533_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PW0533
 PW0533  HISTORY     - Date     Condition        Report By
 PW0533  HISTORY     - 1957     MONUMENTED       CGS
 PW0533
 PW0533                          STATION DESCRIPTION
 PW0533
 PW0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0533'STATION IS IN THE BIG HORN NATIONAL FOREST, 9-1/2 MILES NORTH
 PW0533'AND 7-1/4 MILES EAST OF HYATTVILLE, ON THE HIGHEST POINT OF
 PW0533'A TREE COVERED BUTTE LOCALLY KNOWN AS BLACK BUTTE.
 PW0533'
 PW0533'REACHED FROM THE POST OFFICE AND STORE IN HYATTVILLE BY GOING
 PW0533'NORTH ON A PAVED ROAD FOR 0.45 MILE TO A FORK, BEAR RIGHT AND
 PW0533'CONTINUE NORTH ON A GRAVELED ROAD FOR 0.3 MILE TO A T-ROAD
 PW0533'RIGHT, AFTER CROSSING AN IRRIGATION CANAL, CONTINUE STRAIGHT
 PW0533'AHEAD FOR 2.65 MILE TO A FORK, BEAR RIGHT AND CONTINUE 17.2
 PW0533'MILES TO A LOG CABIN AND A CORRAL ON THE RIGHT, CONTINUE
 PW0533'STRAIGHT AHEAD FOR 1.1 MILE TO A GATE AND THE ENTRANCE TO THE
 PW0533'BIG HORN NATIONAL FOREST, PASS THROUGH THE GATE AND CONTINUE
 PW0533'0.25 MILE TO A FORK AT A SIGN ALKALI PASS-HYATTVILLE 19, BEAR
 PW0533'RIGHT FOR 0.25 MILE TO A FORK, BEAR LEFT FOR 0.75 MILE TO A
 PW0533'FORK, BEAR RIGHT FOR 1.05 MILE TO A GATE, PASS THROUGH THE GATE
 PW0533'AND CONTINUE FOR 0.15 MILE TO A POINT WHERE THE ROAD CROSSES
 PW0533'THE BOTTOM OF A CANYON CONTINUE ON THE MAIN ROAD, WHICH
 PW0533'LATER TURNS IN TO A TRACK ROAD, CONTINUE ON THE TRACK ROAD FOR
 PW0533'1.75 MILE TO A TRACK ROAD SHARP RIGHT, TURN RIGHT ON THE
 PW0533'TRACK ROAD AND GO SOUTHWESTERLY FOR 0.55 MILE TO A LOG CABIN
 PW0533'AND A POLE GATE, (AZIMUTH MARK IS 0.1 MILE WEST AND 0.1 MILE
 PW0533'SOUTH OF THIS POINT) TURN LEFT AND GO SOUTHERLY ALONG THE EAST
 PW0533'SIDE OF A FENCE FOR 0.5 MILE TO AN INTERSECTION WITH A
 PW0533'LOGGING ROAD AT THE EAST SIDE OF A CORRAL, TURN LEFT AND
 PW0533'FOLLOW THE LOGGING ROAD FOR 0.75 MILE TO THE TOP OF THE
 PW0533'DIVIDE AND AT A POINT WHERE THE LOGGING ROAD ENTERS THE WOODS,
 PW0533'TURN RIGHT AND FOLLOW A DIM TRACK ROAD, SOUTHWESTERLY FOR
 PW0533'0.35 MILE TO THE NORTHEAST BASE OF THE BUTTE AND THE END OF TRUCK
 PW0533'TRAVEL.  FROM THIS POINT FOLLOW A BLAZED TRAIL, SOUTHWESTERLY
 PW0533'FOR 45 MINUTES TO THE HIGHEST POINT AND THE STATION.
 PW0533'
 PW0533'STATION MARK IS A STANDARD DISK, STAMPED BLACK 1957, CEMENTED
 PW0533'IN A DRILL HOLE IN A 6 FT X 8 FT BOULDER PROJECTING 2 FEET.
 PW0533'
 PW0533'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACK NO 1 1957,
 PW0533'CEMENTED IN A DRILL HOLE IN A 5 FT X 6 FT ROCK OUTCROP THAT
 PW0533'PROJECTS 18 INCHES.
 PW0533'
 PW0533'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACK NO 2 1957,
 PW0533'CEMENTED IN A DRILL HOLE IN A 3 FT X 5 FT ROCK OUTCROP THAT
 PW0533'PROJECTS 5 INCHES.
 PW0533'
 PW0533'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACK 1957, CEMENTED
 PW0533'IN A DRILL HOLE IN A 4 FT X 5 FT ROCK OUTCROP PROJECTING 2
 PW0533'FEET.  IT IS ON THE NORTHEAST SLOPE OF A HILL AND ABOUT 150
 PW0533'YARDS NORTHEAST OF THE HIGHEST POINT OF THE HILL.  A 4 IN X 4 IN
 PW0533'WHITE WITNESS POST WAS SET 4 FEET SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0391 ***********************************************************************
 OW0391  DESIGNATION -  BLACK
 OW0391  PID         -  OW0391
 OW0391  STATE/COUNTY-  WY/FREMONT
 OW0391  USGS QUAD   -  JOHNSON DRAW (1967)
 OW0391
 OW0391                         *CURRENT SURVEY CONTROL
 OW0391  ___________________________________________________________________
 OW0391* NAD 83(1993)-  43 32 07.95431(N)    109 13 04.08071(W)     ADJUSTED  
 OW0391* NAVD 88     -      3076.7    (meters)   10094.     (feet)  VERTCON   
 OW0391  ___________________________________________________________________
 OW0391  LAPLACE CORR-          -9.44  (seconds)                    DEFLEC99
 OW0391  GEOID HEIGHT-          -9.19  (meters)                     GEOID03
 OW0391
 OW0391  HORZ ORDER  -  THIRD
 OW0391
 OW0391.The horizontal coordinates were established by classical geodetic methods
 OW0391.and adjusted by the National Geodetic Survey in January 1997..
 OW0391
 OW0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0391
 OW0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0391
 OW0391.The geoid height was determined by GEOID03.
 OW0391
 OW0391;                    North         East     Units Scale Factor Converg.
 OW0391;SPC WYWC     -   337,254.096   562,190.416   MT  0.99995508   -0 19 20.0
 OW0391;UTM  12      - 4,821,831.575   643,997.426   MT  0.99985506   +1 13 40.1
 OW0391
 OW0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0391!SPC WYWC     -   0.99951920  x   0.99995508  =   0.99947430
 OW0391!UTM  12      -   0.99951920  x   0.99985506  =   0.99937433
 OW0391
 OW0391:                Primary Azimuth Mark                     Grid Az
 OW0391:SPC WYWC     -  LONE PINE                                245 23 31.7
 OW0391:UTM  12      -  LONE PINE                                243 50 31.6
 OW0391
 OW0391|---------------------------------------------------------------------|
 OW0391| PID    Reference Object                     Distance      Geod. Az  |
 OW0391|                                                           dddmmss.s |
 OW0391| OW0424 LONE PINE                           APPROX. 3.2 KM 2450411.7 |
 OW0391|---------------------------------------------------------------------|
 OW0391
 OW0391                          SUPERSEDED SURVEY CONTROL
 OW0391
 OW0391  NAD 83(1986)-  43 32 07.94094(N)    109 13 04.07190(W) AD(       ) 3
 OW0391  NGVD 29 (11/06/89) 3075.4    (m)        10090.     (f) VERT ANG       
 OW0391
 OW0391.Superseded values are not recommended for survey control.
 OW0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0391.See file dsdata.txt to determine how the superseded data were derived.
 OW0391
 OW0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP4399721832(NAD 83)
 OW0391_MARKER: DD = SURVEY DISK
 OW0391_SETTING: 0 = UNSPECIFIED SETTING
 OW0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0391
 OW0391  HISTORY     - Date     Condition        Report By
 OW0391  HISTORY     - 1948     MONUMENTED       USGS
 OW0391  HISTORY     - 1950     GOOD             USGS
 OW0391  HISTORY     - 1967     GOOD             USGS
 OW0391
 OW0391                          STATION DESCRIPTION
 OW0391
 OW0391'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0391'STATION IS LOCATED IN SEC. 34, T 7 N, OF THE WIND RIVER BASE LINE,
 OW0391'RANGE 4 W, OF WIND RIVER MERIDIAN, IN FREMONT COUNTY, WYOMING, ON
 OW0391'S. EDGE OF 10,000 FT. PEAK, KNOWN AS BLACK MOUNTAIN.
 OW0391'
 OW0391'TO REACH STATION FROM N. END OF DIVERSION DAM, GO NE. ON U.S.
 OW0391'HIGHWAY NO. 287 FOR 0.6 MI.  TURN LEFT AND GO W. 14.5 MI. TO RD. FORK.
 OW0391'TAKE RIGHT FORK AND GO NW. 1.2 MI. TO RD. FORK.  TAKE RIGHT FORK AND
 OW0391'CONTINUE NW. 11.2 MI. TO RD. FORK AT BM VS 6979 1948.  TAKE RIGHT FORK
 OW0391'AND GO E. FOR 2.2 MI. TO CATTLEGUARD.  CONTINUE E. 0.1 MI.  TURN LEFT
 OW0391'AND GO N. AND E. CROSS COUNTRY 2.7 MI. TO STEEP, ROCKY SLOPE, END OF
 OW0391'TRUCK TRAVEL.  (JEEP CAN BE DRIVEN ALMOST TO STATION.)  GO E. UP SLOPE
 OW0391'TO S. EDGE OF MOUNTAIN AND STATION.
 OW0391'
 OW0391'STATION MARK--STANDARD USGS TABLET STAMPED---BLACK 1948---, SET IN
 OW0391'A LIMESTONE BOULDER, FLUSH WITH THE GROUND.
 OW0391
 OW0391                          STATION RECOVERY (1950)
 OW0391
 OW0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0391'RECOVERED.
 OW0391
 OW0391                          STATION RECOVERY (1967)
 OW0391
 OW0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OW0391'STATION MARK--STANDARD USGS TABLET STAMPED---BLACK 1948---, SET IN A
 OW0391'LIMESTONE BOULDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0448 ***********************************************************************
 MQ0448  DESIGNATION -  BLACK BUTTE
 MQ0448  PID         -  MQ0448
 MQ0448  STATE/COUNTY-  WY/SWEETWATER
 MQ0448  USGS QUAD   -  POINT OF ROCKS SE (1968)
 MQ0448
 MQ0448                         *CURRENT SURVEY CONTROL
 MQ0448  ___________________________________________________________________
 MQ0448* NAD 83(1993)-  41 33 34.70772(N)    108 48 04.50916(W)     ADJUSTED  
 MQ0448* NAVD 88     -      2391.7    (meters)    7847.     (feet)  VERTCON   
 MQ0448  ___________________________________________________________________
 MQ0448  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 MQ0448  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 MQ0448
 MQ0448  HORZ ORDER  -  FIRST
 MQ0448
 MQ0448.The horizontal coordinates were established by classical geodetic methods
 MQ0448.and adjusted by the National Geodetic Survey in January 1997..
 MQ0448
 MQ0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0448
 MQ0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0448
 MQ0448.The geoid height was determined by GEOID03.
 MQ0448
 MQ0448;                    North         East     Units Scale Factor Converg.
 MQ0448;SPC WYWC     -   117,671.807   595,724.805   MT  0.99993772   -0 02 02.4
 MQ0448;UTM  12      - 4,603,220.053   683,350.563   MT  1.00001372   +1 27 32.6
 MQ0448
 MQ0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0448!SPC WYWC     -   0.99962722  x   0.99993772  =   0.99956496
 MQ0448!UTM  12      -   0.99962722  x   1.00001372  =   0.99964093
 MQ0448
 MQ0448:                Primary Azimuth Mark                     Grid Az
 MQ0448:SPC WYWC     -  BLACK BUTTE RM 3 AZIMUTH                 023 40 17.9
 MQ0448:UTM  12      -  BLACK BUTTE RM 3 AZIMUTH                 022 10 42.9
 MQ0448
 MQ0448|---------------------------------------------------------------------|
 MQ0448| PID    Reference Object                     Distance      Geod. Az  |
 MQ0448|                                                           dddmmss.s |
 MQ0448| CP4544 BLACK BUTTE RM 3 AZIMUTH                           0233815.5 |
 MQ0448| CP4542 BLACK BUTTE RM 1                     21.879 METERS 12727     |
 MQ0448| CP4543 BLACK BUTTE RM 2                     21.906 METERS 20134     |
 MQ0448|---------------------------------------------------------------------|
 MQ0448
 MQ0448                          SUPERSEDED SURVEY CONTROL
 MQ0448
 MQ0448  NAD 83(1986)-  41 33 34.70007(N)    108 48 04.50078(W) AD(       ) 1
 MQ0448  NAD 27      -  41 33 34.83765(N)    108 48 02.09913(W) AD(       ) 1
 MQ0448  NGVD 29 (07/19/86) 2390.4    (m)         7843.     (f) VERT ANG       
 MQ0448
 MQ0448.Superseded values are not recommended for survey control.
 MQ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0448.See file dsdata.txt to determine how the superseded data were derived.
 MQ0448
 MQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM8335103220(NAD 83)
 MQ0448_MARKER: DS = TRIANGULATION STATION DISK
 MQ0448_SETTING: 80 = SET IN A BOULDER
 MQ0448_SP_SET: BOULDER
 MQ0448_STAMPING: BLACK BUTTE 1974
 MQ0448_MARK LOGO: NGS   
 MQ0448_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MQ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0448+STABILITY: SURFACE MOTION
 MQ0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0448+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MQ0448
 MQ0448  HISTORY     - Date     Condition        Report By
 MQ0448  HISTORY     - 1974     MONUMENTED       NGS
 MQ0448  HISTORY     - 1974     GOOD             NGS
 MQ0448  HISTORY     - 19920804 GOOD             NOS
 MQ0448
 MQ0448                          STATION DESCRIPTION
 MQ0448
 MQ0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MQ0448'THE STATION IS LOCATED ABOUT 22 MILES EAST OF ROCK SPRINGS, 9 MILES
 MQ0448'SOUTH OF POINT OF ROCKS, ON THE NORTH SLOPE OF BLACK BUTTE AND
 MQ0448'ABOUT 300 FEET LOWER THAN THE HIGHEST POINT.
 MQ0448'
 MQ0448'TO REACH THE STATION FROM INTERSTATE HIGHWAY 80 AND THE POINT OF
 MQ0448'ROCKS EXIT GO WEST ON PAVED ROAD FOR 0.25 MILE TO A SIDE ROAD
 MQ0448'LEFT.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD 0.3 MILE TO A
 MQ0448'FORK.  KEEP LEFT FORK AND GO SOUTHEASTERLY ON DIRT ROAD FOR 4.75
 MQ0448'MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE SOUTHERLY ALONG
 MQ0448'WEST SIDE OF RAILROAD TRACKS ON DIRT ROAD FOR 1.15 MILES TO A
 MQ0448'FORK.  KEEP RIGHT FORK AND GO SOUTHWEST FOR ABOUT 100 FEET TO A
 MQ0448'GATE.  PASS THROUGH GATE AND CONTINUE WESTERLY ON DIRT ROAD
 MQ0448'FOR 3.0 MILES TO A FORK.  KEEP LEFT FORK AND GO SOUTHERLY ON
 MQ0448'SANDY ROAD FOR 2.3 MILES TO A T-ROAD.  TURN LEFT AND GO EAST
 MQ0448'ON TRACK ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 MQ0448'AND GO WESTERLY, UPHILL ON TRACK ROAD FOR 0.65 MILE TO A FORK.
 MQ0448'KEEP LEFT FORK AND GO SOUTH ON TRACK ROAD FOR ABOUT 100 FEET TO
 MQ0448'REFERENCE MARK 3 ON THE RIGHT.  CONTINUE SOUTH ON TRACK ROAD,
 MQ0448'UPHILL FOR 0.2 MILE TO A T-ROAD.  TURN SHARP LEFT AND GO UPHILL
 MQ0448'ON TRACK ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT AND SWITCH BACK.
 MQ0448'TURN RIGHT AND GO WESTERLY ON TRACK ROAD FOR 0.15 MILE TO THE
 MQ0448'STATION ON THE RIGHT.
 MQ0448'
 MQ0448'THE STATION MARK IS A STANDARD DISK STAMPED BLACK BUTTE 1974,
 MQ0448'CEMENTED IN A DRILL HOLE, IN A 10X 15 FOOT BOULDER THAT PROJECTS
 MQ0448'4 FEET ON THE SOUTH AND 12 FEET TO THE NORTH.  IT IS 98 FEET
 MQ0448'NORTHWEST OF THE CENTER OF THE TRACK ROAD.
 MQ0448'
 MQ0448'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLACK BUTTE NO 1
 MQ0448'1974, CEMENTED IN A DRILL HOLE, IN A 4X5 FOOT BOULDER THAT
 MQ0448'PROJECTS 30 INCHES ABOVE THE GROUND.  IT IS 14 FEET WEST OF THE
 MQ0448'CENTER OF THE TRACK ROAD.
 MQ0448'
 MQ0448'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLACK BUTTE NO 2
 MQ0448'1974, CEMENTED IN A DRILL HOLE, IN A 3X3 FOOT BOULDER THAT PROJECTS
 MQ0448'12 INCHES ABOVE THE GROUND.  IT IS 56 FEET NORTHWEST OF THE CENTER
 MQ0448'OF THE TRACK ROAD.
 MQ0448'
 MQ0448'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BLACK BUTTE NO 3
 MQ0448'1974, CEMENTED IN A DRILL HOLE, IN THE TOP OF A 3X3 FOOT BOULDER
 MQ0448'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 87 FEET SOUTHWEST
 MQ0448'OF THE FORK, 23 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 2
 MQ0448'FEET SOUTHWEST OF A METAL WITNESS POST.
 MQ0448'
 MQ0448'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 MQ0448
 MQ0448                          STATION RECOVERY (1974)
 MQ0448
 MQ0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MQ0448'RECOVERED IN GOOD CONDITION.
 MQ0448
 MQ0448                          STATION RECOVERY (1992)
 MQ0448
 MQ0448'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 MQ0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0392 ***********************************************************************
 OW0392  DESIGNATION -  BLACK BUTTE
 OW0392  PID         -  OW0392
 OW0392  STATE/COUNTY-  WY/HOT SPRINGS
 OW0392  USGS QUAD   -  THERMOPOLIS (1960)
 OW0392
 OW0392                         *CURRENT SURVEY CONTROL
 OW0392  ___________________________________________________________________
 OW0392* NAD 83(1993)-  43 38 34.96978(N)    108 09 01.59957(W)     ADJUSTED  
 OW0392* NAVD 88     -      1675.7    (meters)    5498.     (feet)  VERTCON   
 OW0392  ___________________________________________________________________
 OW0392  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 OW0392  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 OW0392
 OW0392  HORZ ORDER  -  THIRD
 OW0392
 OW0392.The horizontal coordinates were established by classical geodetic methods
 OW0392.and adjusted by the National Geodetic Survey in January 1997..
 OW0392
 OW0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0392
 OW0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0392
 OW0392.The geoid height was determined by GEOID03.
 OW0392
 OW0392;                    North         East     Units Scale Factor Converg.
 OW0392;SPC WYWC     -   349,265.889   648,372.462   MT  0.99996627   +0 24 49.7
 OW0392;UTM  12      - 4,836,174.222   729,830.447   MT  1.00024977   +1 58 03.1
 OW0392
 OW0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0392!SPC WYWC     -   0.99973933  x   0.99996627  =   0.99970561
 OW0392!UTM  12      -   0.99973933  x   1.00024977  =   0.99998903
 OW0392
 OW0392:                Primary Azimuth Mark                     Grid Az
 OW0392:SPC WYWC     -  THERMOPOLIS                              289 49 52.9
 OW0392:UTM  12      -  THERMOPOLIS                              288 16 39.5
 OW0392
 OW0392|---------------------------------------------------------------------|
 OW0392| PID    Reference Object                     Distance      Geod. Az  |
 OW0392|                                                           dddmmss.s |
 OW0392| OW0244 THERMOPOLIS                         APPROX. 6.0 KM 2901442.6 |
 OW0392|---------------------------------------------------------------------|
 OW0392
 OW0392                          SUPERSEDED SURVEY CONTROL
 OW0392
 OW0392  NAD 83(1986)-  43 38 34.95540(N)    108 09 01.60444(W) AD(       ) 3
 OW0392  NGVD 29 (11/06/89) 1674.9    (m)         5495.     (f) VERT ANG       
 OW0392
 OW0392.Superseded values are not recommended for survey control.
 OW0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0392.See file dsdata.txt to determine how the superseded data were derived.
 OW0392
 OW0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2983036174(NAD 83)
 OW0392_MARKER: DS = TRIANGULATION STATION DISK
 OW0392_SETTING: 0 = UNSPECIFIED SETTING
 OW0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0392
 OW0392  HISTORY     - Date     Condition        Report By
 OW0392  HISTORY     - 1904     MONUMENTED       USGS
 OW0392
 OW0392                          STATION DESCRIPTION
 OW0392
 OW0392'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 OW0392'A CONSPICUOUS LOW PEAK, COVERED WITH CEDAR BRUSH, CAUSING IT TO
 OW0392'APPEAR BLACK, SITUATED E. OF THE TOWN OF THERMOPOLIS.  THE PEAK IS
 OW0392'VISIBLE FROM TOWN AND LIES SLIGHTLY S. OF THE LINE OF MAIN STREET
 OW0392'EXTENDED.  STATION IS ON HIGHEST PART OF PEAK.
 OW0392'
 OW0392'RECOVERED BY USGS IN 1944, THE FOLLOWING ROUTE DESCRIPTION ADDED
 OW0392'
 OW0392'TO REACH FROM THE MAIN INTERSECTION AT THERMOPOLIS, GO E. ON MAIN
 OW0392'STREET 0.5 MI. TO BRIDGE OVER BIG HORN RIVER, CROSS BRIDGE AND
 OW0392'CONTINUE IN AN EASTERLY DIRECTION ON MAIN TRAVELED RD. UP RIDGE FOR
 OW0392'3.15 MI. TO SADDLE.  STATION IS ON THE ROCKY PEAK DIRECTLY N. OF
 OW0392'SADDLE, ABOUT 0.25 MI.
 OW0392'
 OW0392'RECOVERED BY USGS IN 1957 AND REDESCRIBED AS FOLLOWS
 OW0392'
 OW0392'STATION IS LOCATED ABOUT 3 MI. E. OF THERMOPOLIS IN SEC. 4, T 42 N,
 OW0392'R 94 W.  ON PROMINENT JUNIPER COVERED PEAK KNOWN AS --BLACK BUTTE--,
 OW0392'ON HIGHEST POINT.
 OW0392'
 OW0392'TO REACH FROM THERMOPOLIS, GO E. ABOUT 3 MI. ON MAIN TRAVELED RD. TO
 OW0392'SADDLE BETWEEN BLACK BUTTE ON N. AND LOWER HILLS ON S.  STATION IS
 OW0392'ABOUT .25 MI. N. OF SADDLE, ON HIGHEST POINT.
 OW0392'
 OW0392'NOTE--THIS STATION WAS INCLUDED IN THE PRIMARY NET IN 1957.  THE
 OW0392'NAME WAS CHANGED FROM --THERMOPOLIS-- TO --BLACK BUTTE-- TO AVOID
 OW0392'CONFLICT WITH --THERMOPOLIS-- (NGS-1936) LOCATED APPROXIMATELY 4 MI.
 OW0392'W. OF THIS STATION.
 OW0392'
 OW0392'STATION MARK--STANDARD TABLET STAMPED---BLACK BUTTE 1957---.
 OW0392'
 OW0392'NOTE--THIS TABLET WAS CEMENTED IN A DRILL HOLE FROM WHICH WAS TAKEN
 OW0392'AN ALUMINUM TABLET STEM, THOUGHT TO BE FROM THE OLD USGS
 OW0392'--THERMOPOLIS-- STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0513 ***********************************************************************
 PW0513  DESIGNATION -  BLACK MTN
 PW0513  PID         -  PW0513
 PW0513  STATE/COUNTY-  WY/SHERIDAN
 PW0513  USGS QUAD   -  WOODROCK (1993)
 PW0513
 PW0513                         *CURRENT SURVEY CONTROL
 PW0513  ___________________________________________________________________
 PW0513* NAD 83(1993)-  44 44 34.29432(N)    107 22 55.44142(W)     ADJUSTED  
 PW0513* NAVD 88     -      2893.4    (meters)    9493.     (feet)  VERTCON   
 PW0513  ___________________________________________________________________
 PW0513  LAPLACE CORR-         -14.49  (seconds)                    DEFLEC99
 PW0513  GEOID HEIGHT-          -9.62  (meters)                     GEOID03
 PW0513
 PW0513  HORZ ORDER  -  FIRST
 PW0513
 PW0513.The horizontal coordinates were established by classical geodetic methods
 PW0513.and adjusted by the National Geodetic Survey in January 1997..
 PW0513
 PW0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0513
 PW0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0513
 PW0513.The geoid height was determined by GEOID03.
 PW0513
 PW0513;                    North         East     Units Scale Factor Converg.
 PW0513;SPC WYEC     -   571,291.493   396,140.593   MT  0.99993768   -0 02 03.5
 PW0513;UTM  13      - 4,957,146.288   311,418.266   MT  1.00003734   -1 40 38.3
 PW0513
 PW0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0513!SPC WYEC     -   0.99954805  x   0.99993768  =   0.99948576
 PW0513!UTM  13      -   0.99954805  x   1.00003734  =   0.99958537
 PW0513
 PW0513|---------------------------------------------------------------------|
 PW0513| PID    Reference Object                     Distance      Geod. Az  |
 PW0513|                                                           dddmmss.s |
 PW0513| CQ5122 BLACK MTN RM 1                        4.924 METERS 07640     |
 PW0513| CQ5123 BLACK MTN RM 2                        4.966 METERS 12557     |
 PW0513| CQ5121 BLACK MTN AZ MK                                    2205935.9 |
 PW0513|---------------------------------------------------------------------|
 PW0513
 PW0513                          SUPERSEDED SURVEY CONTROL
 PW0513
 PW0513  NAD 83(1986)-  44 44 34.27929(N)    107 22 55.42528(W) AD(       ) 1
 PW0513  NAD 27      -  44 44 34.39810(N)    107 22 53.13310(W) AD(       ) 1
 PW0513  NGVD 29 (07/19/86) 2892.4    (m)         9489.     (f) VERT ANG       
 PW0513
 PW0513.Superseded values are not recommended for survey control.
 PW0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0513.See file dsdata.txt to determine how the superseded data were derived.
 PW0513
 PW0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1141857146(NAD 83)
 PW0513_MARKER: B = BOLT
 PW0513_SETTING: 80 = SET IN A BOULDER
 PW0513_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PW0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0513
 PW0513  HISTORY     - Date     Condition        Report By
 PW0513  HISTORY     - 1896     MONUMENTED       USGS
 PW0513  HISTORY     - 1957     GOOD             USGS
 PW0513  HISTORY     - 1964     GOOD             USGS
 PW0513
 PW0513                          STATION DESCRIPTION
 PW0513
 PW0513'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (OSR)
 PW0513'STATION IS ABOUT 9 MILES SOUTH AND 6 MILES WEST OF DAYTON,
 PW0513'IN BIG HORN NATIONAL FOREST AND ON SUMMIT OF BLACK MOUNTAIN
 PW0513'AT THE SITE OF THE BLACK MOUNTAIN LOOKOUT.
 PW0513'
 PW0513'TO REACH FROM THE POST OFFICE IN DAYTON, GO SOUTHWESTERLY ON
 PW0513'U.S. HIGHWAY 14 FOR 6.9 MILES TO A SIGN ON RIGHT ENTERING
 PW0513'BIG HORN NATIONAL FOREST.  CONTINUE ON HIGHWAY FOR 10.2 MILES
 PW0513'TO A FOREST SERVICE ROAD LEFT AT A SIGN BLACK MOUNTAIN FIRE
 PW0513'LOOKOUT 6.  TURN LEFT AND FOLLOW WINDING, GRADED ROAD SOUTHERLY
 PW0513'FOR 3.55 MILES TO A FORK AT A SIGN BLACK MOUNTAIN FIRE LOOKOUT
 PW0513'2.  TAKE LEFT FORK, AS PER SIGN, AND GO SOUTHERLY FOR 0.1 MILE
 PW0513'TO A T-INTERSECTION.  TURN LEFT AND GO EASTERLY FOR 0.8 MILE
 PW0513'TO END OF TRUCK TRAVEL AT A SIGN BLACK MOUNTAIN FIRE LOOKOUT
 PW0513'1 AND AZIMUTH MARK.  PACK NORTHERLY ALONG GOOD FOOT TRAIL
 PW0513'ABOUT 1 HOUR TO LOOKOUT CABIN AND STATION AT HIGHEST POINT.
 PW0513'
 PW0513'STATION MARK IS A COPPER BOLT SET IN A DRILL HOLE IN A 8 X 12
 PW0513'FOOT BOULDER.  IT IS NOT STAMPED AND PROJECTS 2 INCHES.  IT IS
 PW0513'6 FEET EAST OF THE SOUTHEAST CORNER OF THE CABIN.  NO WHITE
 PW0513'WITNESS POST WAS SET.
 PW0513'
 PW0513'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACK MTN USGS NO
 PW0513'1 1957 AND CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  IT IS
 PW0513'23 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CABIN,
 PW0513'13 FEET SOUTHWEST OF THE CENTER OF A SMALL, CONCRETE WINDCHARGER
 PW0513'FOUNDATION AND ABOUT 3 FEET BELOW STATION ELEVATION.
 PW0513'
 PW0513'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACK MTN USGS
 PW0513'NO 2 1957 AND CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.
 PW0513'IT IS 22 FEET EAST OF THE SOUTHEAST CORNER OF THE CABIN,
 PW0513'10 FEET SOUTHWEST OF THE CENTER OF THE FOUNDATION AND ABOUT
 PW0513'4 FEET BELOW STATION ELEVATION.
 PW0513'
 PW0513'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACK MTN USGS 1957 AND
 PW0513'CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT BOULDER WHICH PROJECTS
 PW0513'1 FOOT.  IT IS 36 FEET NORTH OF THE CENTER OF A TRACK ROAD AND
 PW0513'17 FEET WEST OF A SIGNPOST BLACK MOUNTAIN FIRE LOOKOUT 2.
 PW0513'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET WEST OF THE
 PW0513'MARK.
 PW0513
 PW0513                          STATION RECOVERY (1964)
 PW0513
 PW0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PW0513'STATION LOCATED ON A PROMINENT PEAK LOCALLY WELL KNOWN, 10 MI. SW. OF
 PW0513'DAYTON.  STATION WAS ORIGINALLY CALLED --APPENDIX-- BY USGS.
 PW0513'
 PW0513'STATION MARK--COPPER BOLT IN SOLID ROCK, WHICH PROJECTS 0.2 FT.,
 PW0513'NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0515 ***********************************************************************
 PW0515  DESIGNATION -  BLACK MTN LOOKOUT TOWER
 PW0515  PID         -  PW0515
 PW0515  STATE/COUNTY-  WY/SHERIDAN
 PW0515  USGS QUAD   -  WOODROCK (1993)
 PW0515
 PW0515                         *CURRENT SURVEY CONTROL
 PW0515  ___________________________________________________________________
 PW0515* NAD 83(1993)-  44 44 34.36994(N)    107 22 55.63682(W)     ADJUSTED  
 PW0515* NAVD 88     -                                                        
 PW0515  ___________________________________________________________________
 PW0515  LAPLACE CORR-         -14.48  (seconds)                    DEFLEC99
 PW0515  GEOID HEIGHT-          -9.62  (meters)                     GEOID03
 PW0515
 PW0515  HORZ ORDER  -  THIRD
 PW0515
 PW0515.The horizontal coordinates were established by classical geodetic methods
 PW0515.and adjusted by the National Geodetic Survey in January 1997..
 PW0515
 PW0515
 PW0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0515
 PW0515.The geoid height was determined by GEOID03.
 PW0515
 PW0515;                    North         East     Units Scale Factor Converg.
 PW0515;SPC WYEC     -   571,293.830   396,136.296   MT  0.99993768   -0 02 03.6
 PW0515;UTM  13      - 4,957,148.748   311,414.037   MT  1.00003736   -1 40 38.4
 PW0515
 PW0515                          SUPERSEDED SURVEY CONTROL
 PW0515
 PW0515  NAD 83(1986)-  44 44 34.36196(N)    107 22 55.61396(W) AD(       ) 4
 PW0515  NAD 27      -  44 44 34.47000(N)    107 22 53.32300(W) AD(       ) 3
 PW0515
 PW0515.Superseded values are not recommended for survey control.
 PW0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0515.See file dsdata.txt to determine how the superseded data were derived.
 PW0515
 PW0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1141457149(NAD 83)
 PW0515_MARKER: 57 = LOOKOUT TOWER
 PW0515
 PW0515  HISTORY     - Date     Condition        Report By
 PW0515  HISTORY     - 1957     FIRST OBSERVED   CGS
 PW0515  HISTORY     - 1970     GOOD             NGS
 PW0515
 PW0515                          STATION DESCRIPTION
 PW0515
 PW0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 PW0515'THE STATION WAS RECOVERED IN GOOD CONDITION.
 PW0515'
 PW0515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 20
 PW0515'MILES SW OF SHERIDAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0771 ***********************************************************************
 OX0771  DESIGNATION -  BLACK ROCK
 OX0771  PID         -  OX0771
 OX0771  STATE/COUNTY-  WY/TETON
 OX0771  USGS QUAD   -  ROSIES RIDGE (1996)
 OX0771
 OX0771                         *CURRENT SURVEY CONTROL
 OX0771  ___________________________________________________________________
 OX0771* NAD 83(1993)-  43 51 03.77403(N)    110 21 34.33821(W)     ADJUSTED  
 OX0771* NAVD 88     -      2197.3    (meters)    7209.     (feet)  VERTCON   
 OX0771  ___________________________________________________________________
 OX0771  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 OX0771  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 OX0771
 OX0771  HORZ ORDER  -  FIRST
 OX0771
 OX0771.The horizontal coordinates were established by classical geodetic methods
 OX0771.and adjusted by the National Geodetic Survey in January 1997..
 OX0771
 OX0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0771
 OX0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0771
 OX0771.The geoid height was determined by GEOID03.
 OX0771
 OX0771;                    North         East     Units Scale Factor Converg.
 OX0771;SPC WY W     -   472,237.301   777,792.681   MT  0.99994356   -0 11 28.9
 OX0771;UTM  12      - 4,855,528.649   551,476.772   MT  0.99963259   +0 26 37.4
 OX0771
 OX0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0771!SPC WY W     -   0.99965690  x   0.99994356  =   0.99960048
 OX0771!UTM  12      -   0.99965690  x   0.99963259  =   0.99928961
 OX0771
 OX0771|---------------------------------------------------------------------|
 OX0771| PID    Reference Object                     Distance      Geod. Az  |
 OX0771|                                                           dddmmss.s |
 OX0771| CP4546 BLACK ROCK RM 1                      15.119 METERS 05505     |
 OX0771| OX0772 BALDY MOUNTAIN LOOKOUT              APPROX. 7.4 KM 1615711.3 |
 OX0771| CP4547 BLACK ROCK RM 2                      19.512 METERS 26450     |
 OX0771| CP4545 BLACK ROCK AZ MK                                   2721827.1 |
 OX0771|---------------------------------------------------------------------|
 OX0771
 OX0771                          SUPERSEDED SURVEY CONTROL
 OX0771
 OX0771  NAD 83(1993)-  43 51 03.76614(N)    110 21 34.33018(W) AD(       ) 1
 OX0771  NAD 83(1986)-  43 51 03.76352(N)    110 21 34.32410(W) AD(       ) 1
 OX0771  NAD 27      -  43 51 03.96600(N)    110 21 31.59500(W) AD(       ) 1
 OX0771  NGVD 29 (07/19/86) 2196.0    (m)         7205.     (f) VERT ANG       
 OX0771
 OX0771.Superseded values are not recommended for survey control.
 OX0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0771.See file dsdata.txt to determine how the superseded data were derived.
 OX0771
 OX0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP5147755529(NAD 83)
 OX0771_MARKER: DS = TRIANGULATION STATION DISK
 OX0771_SETTING: 80 = SET IN A BOULDER
 OX0771_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OX0771
 OX0771  HISTORY     - Date     Condition        Report By
 OX0771  HISTORY     - 1946     MONUMENTED       CGS
 OX0771  HISTORY     - 1950     GOOD             CGS
 OX0771  HISTORY     - 1960     GOOD             CGS
 OX0771  HISTORY     - 1965     SEE DESCRIPTION  USGS
 OX0771
 OX0771                          STATION DESCRIPTION
 OX0771
 OX0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0771'LOCATED ON THE WESTERN END OF A LOW RIDGE, ABOUT 10 MILES
 OX0771'(AIRLINE) EAST OF MORAN, WYOMING, 2 MILES (AIRLINE) NORTHWEST
 OX0771'OF THE BLACKROCK RANGER STATION AND IMMEDIATELY ABOVE THE
 OX0771'HIGHWAY (U.S. 287).  STATION IS A STANDARD DISK SET IN BOULDER
 OX0771'WHICH PROJECTS ABOUT 6 INCHES, IS STAMPED BLACKROCK 1946.
 OX0771'
 OX0771'R.M. NO. 1 IS NORTHEAST OF STATION IN BOULDER WHICH IS FLUSH
 OX0771'WITH GROUND AND ABOUT ONE FOOT HIGHER THAN STATION AND IS STAMPED
 OX0771'BLACKROCK NO. 1 1946.
 OX0771'
 OX0771'R.M. NO. 2 IS SOUTHWEST OF STATION IN 15 X 24 INCH BOULDER
 OX0771'WHICH PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED BLACKROCK
 OX0771'NO. 2 1946.
 OX0771'
 OX0771'AZIMUTH MARK IS WEST OF STATION ABOUT 0.5 MILE AND IN THE EAST
 OX0771'END OF THE NORTH HEADWALL OF A CONCRETE CULVERT, ABOUT 11 FEET
 OX0771'NORTH OF THE CENTERLINE OF U.S. 287.
 OX0771'
 OX0771'REACHED FROM THE BRIDGE AND DAM IN MORAN BY GOING NORTH ON
 OX0771'HIGHWAYS U.S. 187 AND 89 FOR 1.4 MILE TO THE JUNCTION OF U.S.
 OX0771'287.  TURN LEFT AND FOLLOW U.S. 287 FOR ABOUT 12.8 MILES TO
 OX0771'A SMALL BRIDGE.  (THIS POINT IS ABOUT 1.1 MILES BEFORE ARRIVING
 OX0771'AT THE SIDE ROAD RIGHT TO THE BLACKROCK RANGER STATION) AND
 OX0771'ALSO IS ABOUT 0.4 MILE EAST OF THE AZIMUTH MARK.  CONTINUE ABOUT
 OX0771'0.1 MILE TO A POINT JUST EAST OF SMALL ASPEN TREES ON LEFT,
 OX0771'TURN LEFT ACROSS THE DITCH AND BEAR NORTHEAST UP SIDEHILL TO
 OX0771'THE TOP OF THE RIDGE THEN TURN LEFT AND GO WEST TO STATION
 OX0771'WHICH SHOULD BE ABOUT 0.05 MILE TO HIGHEST POINT.  THIS LAST
 OX0771'MILEAGE FROM THE ROAD IS ABOUT 0.25 MILE IN ALL AND CAN
 OX0771'ONLY BE DRIVEN WITH A 4 X 4 TRUCK OR JEEP.
 OX0771
 OX0771                          STATION RECOVERY (1950)
 OX0771
 OX0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 OX0771'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS
 OX0771'DESCRIBED EXCEPT FOR THE AZIMUTH MARK WHICH HAD BEEN DESTROYED.
 OX0771'A NEW AZIMUTH MARK WAS SET.  A NEW TO REACH FOLLOWS--
 OX0771'
 OX0771'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE NORTHEAST CORNER
 OX0771'OF THE NORTH END OF A CULVERT WHICH IS 0.6 MILE WEST OF THE
 OX0771'STATION ON THE HIGHWAY FROM MORAN.  IT IS SET FLUSH AND THE DISK
 OX0771'IS STAMPED BLACK ROCK 1950.
 OX0771'
 OX0771'REACHED FROM THE BRIDGE AND DAM IN MORAN BY GOING NORTH ON
 OX0771'HIGHWAYS U.S. 187 AND 89 FOR 1.4 MILES TO THE JUNCTION OF U.S.
 OX0771'287.  TURN RIGHT AND FOLLOW U.S. 287 FOR ABOUT 11.7 MILES TO
 OX0771'A SMALL BRIDGE (THIS POINT IS ABOUT 1.1 MILES BEFORE ARRIVING
 OX0771'AT THE SIDE ROAD RIGHT TO THE BLACKROCK RANGER STATION).
 OX0771'CONTINUE ABOUT 0.1 MILE TO A POINT JUST EAST OF SMALL ASPEN TREES
 OX0771'ON LEFT, TURN LEFT ACROSS THE DITCH AND BEAR NORTHEAST UP
 OX0771'SIDEHILL TO THE TOP OF THE RIDGE THEN TURN LEFT AND GO WEST
 OX0771'TO STATION WHICH SHOULD BE ABOUT 0.05 MILE TO THE HIGHEST
 OX0771'POINT.  THIS LAST MILEAGE FROM THE ROAD IS ABOUT 0.25 MILE IN
 OX0771'ALL AND CAN ONLY BE DRIVEN WITH A FOUR WHEEL DRIVE TRUCK.
 OX0771
 OX0771                          STATION RECOVERY (1960)
 OX0771
 OX0771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 OX0771'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY E.B.L.
 OX0771'IN 1950.
 OX0771'
 OX0771'THE STATION IS NOW ON THE OLD HIGHWAY 287, NORTH OF THE NEW HIGHWAY.
 OX0771
 OX0771                          STATION RECOVERY (1965)
 OX0771
 OX0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0771'RECOVERED.
 OX0771'
 OX0771'STATION MARK--STANDARD DISK, SET IN BOULDER WHICH PROJECTS ABOUT 6
 OX0771'IN., STAMPED ---BLACKROCK 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0460 ***********************************************************************
 PX0460  DESIGNATION -  BLACK WY
 PX0460  PID         -  PX0460
 PX0460  STATE/COUNTY-  WY/PARK
 PX0460  USGS QUAD   -  STINKINGWATER PEAK (1991)
 PX0460
 PX0460                         *CURRENT SURVEY CONTROL
 PX0460  ___________________________________________________________________
 PX0460* NAD 83(1993)-  44 41 44.70019(N)    109 45 38.70318(W)     ADJUSTED  
 PX0460* NAVD 88     -      3526.4    (meters)   11570.     (feet)  VERTCON   
 PX0460  ___________________________________________________________________
 PX0460  LAPLACE CORR-          -6.20  (seconds)                    DEFLEC99
 PX0460  GEOID HEIGHT-          -7.63  (meters)                     GEOID03
 PX0460
 PX0460  HORZ ORDER  -  THIRD
 PX0460
 PX0460.The horizontal coordinates were established by classical geodetic methods
 PX0460.and adjusted by the National Geodetic Survey in January 1997..
 PX0460
 PX0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0460
 PX0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0460
 PX0460.The geoid height was determined by GEOID03.
 PX0460
 PX0460;                    North         East     Units Scale Factor Converg.
 PX0460;SPC WYWC     -   466,552.577   519,889.811   MT  1.00001639   -0 42 39.4
 PX0460;UTM  12      - 4,949,899.892   598,187.403   MT  0.99971855   +0 52 18.1
 PX0460
 PX0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0460!SPC WYWC     -   0.99944860  x   1.00001639  =   0.99946498
 PX0460!UTM  12      -   0.99944860  x   0.99971855  =   0.99916730
 PX0460
 PX0460:                Primary Azimuth Mark                     Grid Az
 PX0460:SPC WYWC     -  SUNLIGHT                                 188 10 57.7
 PX0460:UTM  12      -  SUNLIGHT                                 186 36 00.2
 PX0460
 PX0460|---------------------------------------------------------------------|
 PX0460| PID    Reference Object                     Distance      Geod. Az  |
 PX0460|                                                           dddmmss.s |
 PX0460| PX0462 SUNLIGHT                            APPROX. 9.7 KM 1872818.3 |
 PX0460|---------------------------------------------------------------------|
 PX0460
 PX0460                          SUPERSEDED SURVEY CONTROL
 PX0460
 PX0460  NAD 83(1986)-  44 41 44.68945(N)    109 45 38.69045(W) AD(       ) 3
 PX0460  NAD 27      -  44 41 44.88086(N)    109 45 36.04706(W) AD(       ) 3
 PX0460  NGVD 29 (07/19/86) 3524.9    (m)        11565.     (f) VERT ANG       
 PX0460
 PX0460.Superseded values are not recommended for survey control.
 PX0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0460.See file dsdata.txt to determine how the superseded data were derived.
 PX0460
 PX0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ9818749900(NAD 83)
 PX0460_MARKER: DD = SURVEY DISK
 PX0460_SETTING: 66 = SET IN ROCK OUTCROP
 PX0460_SP_SET: SET IN ROCK OUTCROP
 PX0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0460+STABILITY: POSITION/ELEVATION WELL
 PX0460
 PX0460  HISTORY     - Date     Condition        Report By
 PX0460  HISTORY     - 1953     MONUMENTED       USGS
 PX0460
 PX0460                          STATION DESCRIPTION
 PX0460
 PX0460'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0460'LOCATED ABOUT 25.0 MI. (AIRLINE) SE. OF COOKE CITY, MONTANA, AND
 PX0460'ABOUT 12.0 MI. (AIRLINE) SW. OF CRANDALL GUARD STATION, ON THE
 PX0460'HIGHEST POINT OF BLACK MOUNTAIN.
 PX0460'
 PX0460'TO REACH STATION FROM COOKE CITY, DRIVE EASTWARD ON U.S. HIGHWAY 212
 PX0460'FOR ABOUT 14.0 MI., THENCE SE. ABOUT 8.0 MI. TO CRANDALL GUARD
 PX0460'STATION.  PACK WESTWARD ON S. SIDE OF CRANDALL CREEK TO TRAIL FORKS
 PX0460'AT HOODOO CREEK, LEFT ALONG TRAIL TO A HOT SPRINGS AREA AND END OF
 PX0460'A VISIBLE TRAIL.  CROSS CREEK AND CONTINUE UP DRAIN TO A SMALL
 PX0460'CLEARING.  LEFT ACROSS CREEK AND FOLLOW WELL DEFINED GAME TRAIL UP
 PX0460'THROUGH TIMBER INTO BASIN.  LEFT UP STEEP GRASSY RIDGE INTO SLIDE
 PX0460'ROCK AREA AND END OF HORSE TRAVEL.  ABOUT A 1 HOUR BACK PACK TO TOP.
 PX0460'THIS IS ABOUT 7 HOURS FROM CRANDALL STATION.  HORSES MIGHT BE TAKEN
 PX0460'TO TOP BY CONTINUING UP BASIN TO HEAD OF DRAIN, THEN LEFT TO TOP.
 PX0460'CAMPSITE IS ABOUT 4 HOURS FROM CRANDALL STATION AND POSSIBLY IN
 PX0460'BASIN AT HEAD OF HOODOO CREEK.
 PX0460'
 PX0460'STATION MARK--STANDARD TABLET, STAMPED ---BLACK 1953---, IN ROCK.
 PX0460'
 PX0460'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0559 ***********************************************************************
 MP0559  DESIGNATION -  BLACKHALL
 MP0559  PID         -  MP0559
 MP0559  STATE/COUNTY-  WY/CARBON
 MP0559  USGS QUAD   -  BLACKHALL MOUNTAIN (1983)
 MP0559
 MP0559                         *CURRENT SURVEY CONTROL
 MP0559  ___________________________________________________________________
 MP0559* NAD 83(1993)-  41 01 59.45282(N)    106 41 03.51984(W)     ADJUSTED  
 MP0559* NAVD 88     -      3347.8    (meters)   10984.     (feet)  VERTCON   
 MP0559  ___________________________________________________________________
 MP0559  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 MP0559  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 MP0559
 MP0559  HORZ ORDER  -  SECOND
 MP0559
 MP0559.The horizontal coordinates were established by classical geodetic methods
 MP0559.and adjusted by the National Geodetic Survey in January 1997..
 MP0559
 MP0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0559
 MP0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0559
 MP0559.The geoid height was determined by GEOID03.
 MP0559
 MP0559;                    North         East     Units Scale Factor Converg.
 MP0559;SPC WYEC     -   159,408.696   454,574.967   MT  0.99997414   +0 25 33.9
 MP0559;SPC CO N     -   494,212.580   814,807.556   MT  1.00005010   -0 45 54.8
 MP0559;SPC CO N     - 1,621,429.11  2,673,247.79   sFT  1.00005010   -0 45 54.8
 MP0559;UTM  13      - 4,543,806.942   358,415.067   MT  0.99984673   -1 06 21.3
 MP0559
 MP0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0559!SPC WYEC     -   0.99947685  x   0.99997414  =   0.99945101
 MP0559!SPC CO N     -   0.99947685  x   1.00005010  =   0.99952693
 MP0559!UTM  13      -   0.99947685  x   0.99984673  =   0.99932366
 MP0559
 MP0559|---------------------------------------------------------------------|
 MP0559| PID    Reference Object                     Distance      Geod. Az  |
 MP0559|                                                           dddmmss.s |
 MP0559| MP0560 BLACKHALL LOOKOUT HOUSE               5.837 METERS 17449     |
 MP0559| MP0561 10980 VA                              2.809 METERS 18605     |
 MP0559| CP4552 BLACKHALL RM 1                        4.450 METERS 27455     |
 MP0559| CP4551 BLACKHALL AZ MK                                    3293308.7 |
 MP0559|---------------------------------------------------------------------|
 MP0559
 MP0559                          SUPERSEDED SURVEY CONTROL
 MP0559
 MP0559  NAD 83(1993)-  41 01 59.44928(N)    106 41 03.51739(W) AD(       ) 2
 MP0559  NAD 83(1986)-  41 01 59.44870(N)    106 41 03.51563(W) AD(       ) 2
 MP0559  NAD 27      -  41 01 59.55900(N)    106 41 01.37800(W) AD(       ) 2
 MP0559  NGVD 29 (07/19/86) 3346.4    (m)        10979.     (f) VERT ANG       
 MP0559
 MP0559.Superseded values are not recommended for survey control.
 MP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0559.See file dsdata.txt to determine how the superseded data were derived.
 MP0559
 MP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5841543807(NAD 83)
 MP0559_MARKER: DS = TRIANGULATION STATION DISK
 MP0559_SETTING: 66 = SET IN ROCK OUTCROP
 MP0559
 MP0559  HISTORY     - Date     Condition        Report By
 MP0559  HISTORY     - 1949     MONUMENTED       CGS
 MP0559
 MP0559                          STATION DESCRIPTION
 MP0559
 MP0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0559'THE STATION IS LOCATED JUST NORTH OF THE FOREST SERVICE LOOKOUT
 MP0559'HOUSE ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS BLACKHALL
 MP0559'MOUNTAIN.  ABOUT 13.5 MILES AIR LINE SOUTH-SOUTHEAST OF ENCAMPMENT.
 MP0559'AND ABOUT 2 MILES AIR LINE NORTH OF THE WYOMING-COLORADO
 MP0559'STATE LINE.  THE STATION MARK IS SET FLUSH WITH THE GROUND AND
 MP0559'IS STAMPED, BLACKHALL 1949.
 MP0559'
 MP0559'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 MP0559'STATION MARK, ON THE WEST RIM OF MOUNTAIN, FLUSH WITH THE
 MP0559'GROUND, AND STAMPED, BLACKHALL NO 1 1949.
 MP0559'
 MP0559'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 MP0559'BEDROCK OUTCROP, 2 FEET NORTH OF THE NORTH SIDE OF THE LOOKOUT
 MP0559'HOUSE, PROJECTS 10 INCHES AND STAMPED, VA 10980.
 MP0559'
 MP0559'THE AZIMUTH MARK IS 7 PACES EAST OF A TRIANGLE BLAZE AND AZ
 MP0559'CARVED ON TREE, 4 FEET NORTH OF THE CENTER LINE OF ROAD,
 MP0559'PROJECTS 14 INCHES AND STAMPED, BLACKHALL 1949.
 MP0559'
 MP0559'TO REACH THE STATION FROM RIVERSIDE, WYOMING, GO EAST ON STATE
 MP0559'HIGHWAY 230 FOR 1.5 MILES TO A DIRT ROAD LEADING SOUTH AT
 MP0559'CATTLE GUARD--TURN RIGHT, SOUTH, FOR 1.1 MILES TO FORK.  TAKE
 MP0559'RIGHT FORK FOR 1.4 MILES TO FORK--TAKE RIGHT FORK FOR 1.8 MILES
 MP0559'TO FORK.  TAKE LEFT FORK FOR 0.4 MILE TO FORK--TAKE LEFT FORK
 MP0559'FOR 1.0 MILE TO FORK--TAKE LEFT FORK FOR 2.3 MILES TO GATE
 MP0559'AND SIGN, ENTERING MEDICINE BOW NATIONAL FOREST.  PASS THROUGH
 MP0559'GATE AND CONTINUE 0.4 MILE TO FORK.  TAKE LEFT FORK AND FOLLOW
 MP0559'MAIN ROAD SOUTHERLY FOR ABOUT 9.0 MILES TO THE AZIMUTH ON THE
 MP0559'LEFT, NORTH, AS DESCRIBED ABOVE--CONTINUE 1.3 MILES TO THE
 MP0559'END OF TRUCK TRAVEL--PACK SOUTH AND WEST ALONG FOOT TRAIL
 MP0559'TO THE HIGHEST POINT AND STATION.  A 10-MINUTE PACK.
 MP0559'
 MP0559'NOTE--IT WILL BE NECESSARY TO USE A TRUCK WITH HIGH CLEARANCE
 MP0559'AND EXTRA LOW GEAR OR A 4 WHEEL DRIVE TRUCK, FOR THE LAST 10
 MP0559'MILES OF THE ROAD IS ROUGH, ROCKY AND VERY SIDELING IN SEVERAL
 MP0559'PLACES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0560 ***********************************************************************
 MP0560  DESIGNATION -  BLACKHALL LOOKOUT HOUSE
 MP0560  PID         -  MP0560
 MP0560  STATE/COUNTY-  WY/CARBON
 MP0560  USGS QUAD   -  BLACKHALL MOUNTAIN (1983)
 MP0560
 MP0560                         *CURRENT SURVEY CONTROL
 MP0560  ___________________________________________________________________
 MP0560* NAD 83(1993)-  41 01 59.26437(N)    106 41 03.49728(W)     ADJUSTED  
 MP0560* NAVD 88     -      3347.     (meters)   10981.     (feet)  SCALED    
 MP0560  ___________________________________________________________________
 MP0560  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 MP0560  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 MP0560
 MP0560  HORZ ORDER  -  THIRD
 MP0560
 MP0560.The horizontal coordinates were established by classical geodetic methods
 MP0560.and adjusted by the National Geodetic Survey in January 1997..
 MP0560
 MP0560.The orthometric height was scaled from a topographic map.
 MP0560
 MP0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0560
 MP0560.The geoid height was determined by GEOID03.
 MP0560
 MP0560;                    North         East     Units Scale Factor Converg.
 MP0560;SPC WYEC     -   159,402.886   454,575.537   MT  0.99997415   +0 25 33.9
 MP0560;SPC CO N     -   494,206.759   814,808.006   MT  1.00005009   -0 45 54.8
 MP0560;SPC CO N     - 1,621,410.01  2,673,249.27   sFT  1.00005009   -0 45 54.8
 MP0560;UTM  13      - 4,543,801.120   358,415.481   MT  0.99984672   -1 06 21.3
 MP0560
 MP0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0560!SPC WYEC     -   0.99947692  x   0.99997415  =   0.99945108
 MP0560!SPC CO N     -   0.99947692  x   1.00005009  =   0.99952698
 MP0560!UTM  13      -   0.99947692  x   0.99984672  =   0.99932372
 MP0560
 MP0560                          SUPERSEDED SURVEY CONTROL
 MP0560
 MP0560  NAD 83(1993)-  41 01 59.26083(N)    106 41 03.49483(W) AD(       ) 4
 MP0560  NAD 83(1986)-  41 01 59.26026(N)    106 41 03.49307(W) AD(       ) 4
 MP0560  NAD 27      -  41 01 59.37100(N)    106 41 01.35500(W) AD(       ) 3
 MP0560
 MP0560.Superseded values are not recommended for survey control.
 MP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0560.See file dsdata.txt to determine how the superseded data were derived.
 MP0560
 MP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5841543801(NAD 83)
 MP0560_MARKER: 73 = LOOKOUT HOUSE
 MP0560
 MP0560  HISTORY     - Date     Condition        Report By
 MP0560  HISTORY     - 1949     FIRST OBSERVED   CGS
 MP0560
 MP0560                          STATION DESCRIPTION
 MP0560
 MP0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0560'STATION IS THE TOP-CENTER OF THE BLACKHALL LOOKOUT HOUSE
 MP0560'LOCATED ABOUT 13.5 MILES AIR LINE SOUTH-SOUTHEAST OF ENCAMPMENT
 MP0560'AND ABOUT 2 MILES NORTH OF THE WYOMING-COLORADO LINE.  THE
 MP0560'LOOKOUT IS A ONE STORY STRUCTURE ABOUT 14-FOOT SQUARE AND
 MP0560'BUILT OF WOOD.  IT IS ON THE HIGHEST POINT OF BLACKHALL MOUNTAIN.
 MP0560'THE TOP AND CENTER OF THE ROOF WAS THE POINT MEASURED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0402 ***********************************************************************
 NR0402  DESIGNATION -  BLACKROCK
 NR0402  PID         -  NR0402
 NR0402  STATE/COUNTY-  WY/NATRONA
 NR0402  USGS QUAD   -  SANFORD RANCH (1984)
 NR0402
 NR0402                         *CURRENT SURVEY CONTROL
 NR0402  ___________________________________________________________________
 NR0402* NAD 83(1993)-  42 36 41.27479(N)    107 02 18.55323(W)     ADJUSTED  
 NR0402* NAVD 88     -      2031.3    (meters)    6664.     (feet)  VERTCON   
 NR0402  ___________________________________________________________________
 NR0402  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 NR0402  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 NR0402
 NR0402  HORZ ORDER  -  THIRD
 NR0402
 NR0402.The horizontal coordinates were established by classical geodetic methods
 NR0402.and adjusted by the National Geodetic Survey in January 1997..
 NR0402
 NR0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0402
 NR0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0402
 NR0402.The geoid height was determined by GEOID03.
 NR0402
 NR0402;                    North         East     Units Scale Factor Converg.
 NR0402;SPC WYEC     -   334,536.696   424,191.480   MT  0.99994470   +0 11 58.6
 NR0402;UTM  13      - 4,719,684.284   332,800.221   MT  0.99994395   -1 22 49.5
 NR0402
 NR0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0402!SPC WYEC     -   0.99968344  x   0.99994470  =   0.99962816
 NR0402!UTM  13      -   0.99968344  x   0.99994395  =   0.99962741
 NR0402
 NR0402:                Primary Azimuth Mark                     Grid Az
 NR0402:SPC WYEC     -  P 31                                     159 15 00.4
 NR0402:UTM  13      -  P 31                                     160 49 48.5
 NR0402
 NR0402|---------------------------------------------------------------------|
 NR0402| PID    Reference Object                     Distance      Geod. Az  |
 NR0402|                                                           dddmmss.s |
 NR0402| NR0163 P 31                                APPROX. 5.5 KM 1592659.0 |
 NR0402|---------------------------------------------------------------------|
 NR0402
 NR0402                          SUPERSEDED SURVEY CONTROL
 NR0402
 NR0402  NAD 83(1986)-  42 36 41.26385(N)    107 02 18.54139(W) AD(       ) 3
 NR0402  NAD 27      -  42 36 41.41293(N)    107 02 16.34481(W) AD(       ) 3
 NR0402  NGVD 29 (07/19/86) 2030.4    (m)         6661.     (f) VERT ANG       
 NR0402
 NR0402.Superseded values are not recommended for survey control.
 NR0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0402.See file dsdata.txt to determine how the superseded data were derived.
 NR0402
 NR0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH3280019684(NAD 83)
 NR0402
 NR0402  HISTORY     - Date     Condition        Report By
 NR0402  HISTORY     - 1947     MONUMENTED       USGS
 NR0402  HISTORY     - 1957     GOOD             USGS
 NR0402
 NR0402                          STATION DESCRIPTION
 NR0402
 NR0402'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0402'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 NR0402'AS DESCRIBED.
 NR0402'
 NR0402'STATION IS LOCATED ABOUT 15 MI. W. OF ALCOVA AND ABOUT 5.8 MI. N. OF
 NR0402'STATE HIGHWAY 220, ABOUT 0.5 MI. NE. OF THE 1/4 SEC. CORNER TO
 NR0402'SEC. 32 AND 5, T 30-31 N, R 85 W, ON A PROMINENT BLACK HILL.
 NR0402'
 NR0402'TO REACH FROM ALCOVA POST OFFICE, GO W. ON STATE HIGHWAY 220 FOR 15.1
 NR0402'MI. TO A DIRT CROSSROAD, TURN RIGHT (N.) AND GO THRU A CATTLEGUARD,
 NR0402'TAKE LEFT FORK JUST BEYOND CATTLEGUARD AND GO 1.1 MI. TO WINDMILL AND
 NR0402'BUILDINGS, TURN N. GO ALONG E. SIDE OF FENCE 0.7 MI. N. TO A FENCE
 NR0402'CORNER, TURN NW. AND GO 0.5 MI. TO AN E-W. RD., TURN W. AND GO 0.2
 NR0402'MI. TO OLD FENCE LINE AND LOG CABIN, GO W. 0.7 MI. TO A Y-JUNCTION,
 NR0402'TURN NE. AND GO 1.5 MI. TO A GATE, GO THRU AND TURN W. ALONG N. SIDE
 NR0402'FOR 0.3 MI., LEAVE FENCE LINE AND GO ABOUT 0.8 MI. NE. UP THE SE.
 NR0402'SLOPE OF HILL TO END OF TRUCK TRAVEL.  ABOUT 0.2 MI. TO TOP AND
 NR0402'STATION.
 NR0402'
 NR0402'STATION MARK--A STANDARD TABLET STAMPED ---BLACKROCK 1947---, SET IN
 NR0402'SOLID ROCK.  STATION MARK IS 61.2 FT. W. OF AND 3.0 FT. BELOW THE
 NR0402'HIGHEST POINT OF HILL.  A ROCK CAIRN 3.0 FT. HIGH IS ON HIGHEST POINT
 NR0402'OF HILL, TOP OF CAIRN IS 6.0 FT. ABOVE THE STATION MARK.
 NR0402'
 NR0402'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN SOLID ROCK, AND
 NR0402'STAMPED ---BLACKROCK NO. 1 1947---, 52.00 FT. SW. OF STATION,
 NR0402'N 62 DEG 44 MIN E.
 NR0402'
 NR0402'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN SOLID ROCK, AND
 NR0402'STAMPED ---BLACKROCK NO. 2 1947---, 44.00 FT. NW. OF STATION,
 NR0402'S 57 DEG 51 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0833 ***********************************************************************
 OX0833  DESIGNATION -  BLACKTAIL
 OX0833  PID         -  OX0833
 OX0833  STATE/COUNTY-  WY/TETON
 OX0833  USGS QUAD   -  MOOSE (1968)
 OX0833
 OX0833                         *CURRENT SURVEY CONTROL
 OX0833  ___________________________________________________________________
 OX0833* NAD 83(1993)-  43 38 07.76682(N)    110 41 33.55890(W)     ADJUSTED  
 OX0833* NAVD 88     -      2345.1    (meters)    7694.     (feet)  VERTCON   
 OX0833  ___________________________________________________________________
 OX0833  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 OX0833  GEOID HEIGHT-          -9.27  (meters)                     GEOID03
 OX0833
 OX0833  HORZ ORDER  -  FIRST
 OX0833
 OX0833.The horizontal coordinates were established by classical geodetic methods
 OX0833.and adjusted by the National Geodetic Survey in January 1997..
 OX0833
 OX0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0833
 OX0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0833
 OX0833.The geoid height was determined by GEOID03.
 OX0833
 OX0833;                    North         East     Units Scale Factor Converg.
 OX0833;SPC WY W     -   448,432.123   750,833.430   MT  0.99996722   -0 25 13.7
 OX0833;UTM  12      - 4,831,434.786   524,791.454   MT  0.99960756   +0 12 43.5
 OX0833
 OX0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0833!SPC WY W     -   0.99963385  x   0.99996722  =   0.99960108
 OX0833!UTM  12      -   0.99963385  x   0.99960756  =   0.99924155
 OX0833
 OX0833|---------------------------------------------------------------------|
 OX0833| PID    Reference Object                     Distance      Geod. Az  |
 OX0833|                                                           dddmmss.s |
 OX0833| CP4554 BLACKTAIL RM 1                       25.120 METERS 13739     |
 OX0833| CP4553 BLACKTAIL AZ MK                                    1442403.5 |
 OX0833| CP4555 BLACKTAIL RM 2                       24.180 METERS 21907     |
 OX0833|---------------------------------------------------------------------|
 OX0833
 OX0833                          SUPERSEDED SURVEY CONTROL
 OX0833
 OX0833  NAD 83(1993)-  43 38 07.76106(N)    110 41 33.55295(W) AD(       ) 1
 OX0833  NAD 83(1986)-  43 38 07.75680(N)    110 41 33.54500(W) AD(       ) 1
 OX0833  NAD 27      -  43 38 07.99600(N)    110 41 30.79600(W) AD(       ) 1
 OX0833  NGVD 29 (07/19/86) 2343.8    (m)         7690.     (f) VERT ANG       
 OX0833
 OX0833.Superseded values are not recommended for survey control.
 OX0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0833.See file dsdata.txt to determine how the superseded data were derived.
 OX0833
 OX0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2479131435(NAD 83)
 OX0833_MARKER: B = BOLT
 OX0833_SETTING: 66 = SET IN ROCK OUTCROP
 OX0833
 OX0833  HISTORY     - Date     Condition        Report By
 OX0833  HISTORY     - 1946     MONUMENTED       USGS
 OX0833  HISTORY     - 1946     GOOD             USGS
 OX0833
 OX0833                          STATION DESCRIPTION
 OX0833
 OX0833'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OX0833'THE STATION IS LOCATED 11 MILES NORTH OF JACKSON ON THE HIGHEST
 OX0833'PART OF BLACKTAIL BUTTE.  IT IS A COPPER BOLT AND ABOUT 1 INCH
 OX0833'IN DIAMETER PLACED IN A DRILL HOLE IN BED ROCK.  THE MARK IS
 OX0833'25 FEET SOUTH OF THE SHOULDER OF THE HILL, AND 18 FEET WEST OF
 OX0833'THE SHOULDER OF THE HILL, ON THE TOP OF A VERY LARGE BOULDER.
 OX0833'
 OX0833'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BLACKTAIL NO. 1
 OX0833'1946 (USGS), SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST
 OX0833'PROJECTING ABOUT 6 INCHES.  IT IS 45 FEET NORTHWEST OF THE
 OX0833'WESTERLY OF TWO LARGE PINE TREES, AND ABOUT 15 FEET LOWER THAN
 OX0833'THE STATION.
 OX0833'
 OX0833'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BLACKTAIL NO. 2
 OX0833'1946 (USGS), SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST
 OX0833'PROJECTING ABOUT 6 INCHES.  IT IS IN THE SOUTHWEST CURVE OF
 OX0833'THE ROAD MADE BY THE SURVEY PARTY, AND ABOUT 4 FEET LOWER
 OX0833'THAN THE STATION.
 OX0833'
 OX0833'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACKTAIL (USGS)
 OX0833'1946, SET IN THE TOP OF A 4 INCH CAST IRON PIPE PROJECTING
 OX0833'ABOUT 6 INCHES.  IT IS 0.1 MILE EAST OF CURVE AND THE PLACE
 OX0833'WHERE THE ROAD IS LEFT TO GO TO THE STATION, 30 FEET SOUTH
 OX0833'OF THE CENTER OF THE ROAD, 3 FEET EAST OF A WHITE REFERENCE
 OX0833'POST, AND 1 FOOT NORTH OF THE FENCE LINE.
 OX0833'
 OX0833'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 OX0833'IN JACKSON GO NORTH ON U.S. HIGHWAY 187 FOR 10.5 MILES TO A
 OX0833'CROSS ROAD (WHICH IS EVEN WITH THE SOUTH END OF THE MOUNTAIN).
 OX0833'TURN RIGHT (EAST) AND GO 2.0 MILES, TO THE SOUTHEAST SIDE OF
 OX0833'THE HILL AND A TRACK ROAD ON THE LEFT.  TURN LEFT AND PASS
 OX0833'THROUGH A GATE AND GO 1.2 MILE TO A FORK, TAKE THE LEFT FORK
 OX0833'AND GO 1.0 MILE, THENCE LEFT SOUTH FOR 1/2 MILE TO THE TOP OF
 OX0833'THE BUTTE AND THE STATION AS DESCRIBED ABOVE.
 OX0833
 OX0833                          STATION RECOVERY (1946)
 OX0833
 OX0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946
 OX0833'RECOVERED.
 OX0833'
 OX0833'STATION MARK--COPPER BOLT, ABOUT 1 IN. IN DIAMETER PLACED IN A DRILL
 OX0833'HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0491 ***********************************************************************
 NR0491  DESIGNATION -  BLADE
 NR0491  PID         -  NR0491
 NR0491  STATE/COUNTY-  WY/FREMONT
 NR0491  USGS QUAD   -  MUSKRAT BASIN (1984)
 NR0491
 NR0491                         *CURRENT SURVEY CONTROL
 NR0491  ___________________________________________________________________
 NR0491* NAD 83(1993)-  42 41 35.61989(N)    107 51 55.75212(W)     ADJUSTED  
 NR0491* NAVD 88     -      2190.8    (meters)    7188.     (feet)  VERTCON   
 NR0491  ___________________________________________________________________
 NR0491  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 NR0491  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 NR0491
 NR0491  HORZ ORDER  -  THIRD
 NR0491
 NR0491.The horizontal coordinates were established by classical geodetic methods
 NR0491.and adjusted by the National Geodetic Survey in January 1997..
 NR0491
 NR0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0491
 NR0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0491
 NR0491.The geoid height was determined by GEOID03.
 NR0491
 NR0491;                    North         East     Units Scale Factor Converg.
 NR0491;SPC WYWC     -   243,956.014   672,477.548   MT  1.00000210   +0 35 59.2
 NR0491;UTM  13      - 4,730,730.944   265,272.299   MT  1.00027791   -1 56 38.0
 NR0491
 NR0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0491!SPC WYWC     -   0.99965849  x   1.00000210  =   0.99966059
 NR0491!UTM  13      -   0.99965849  x   1.00027791  =   0.99993631
 NR0491
 NR0491:                Primary Azimuth Mark                     Grid Az
 NR0491:SPC WYWC     -  CEDAR                                    015 15 34.9
 NR0491:UTM  13      -  CEDAR                                    017 48 12.1
 NR0491
 NR0491|---------------------------------------------------------------------|
 NR0491| PID    Reference Object                     Distance      Geod. Az  |
 NR0491|                                                           dddmmss.s |
 NR0491| NR0490 CEDAR                               APPROX. 4.9 KM 0155134.1 |
 NR0491|---------------------------------------------------------------------|
 NR0491
 NR0491                          SUPERSEDED SURVEY CONTROL
 NR0491
 NR0491  NAD 83(1986)-  42 41 35.60662(N)    107 51 55.75325(W) AD(       ) 3
 NR0491  NAD 27      -  42 41 35.75891(N)    107 51 53.46220(W) AD(       ) 3
 NR0491  NGVD 29 (07/19/86) 2189.7    (m)         7184.     (f) VERT ANG       
 NR0491
 NR0491.Superseded values are not recommended for survey control.
 NR0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0491.See file dsdata.txt to determine how the superseded data were derived.
 NR0491
 NR0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH6527230731(NAD 83)
 NR0491_MARKER: DD = SURVEY DISK
 NR0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0491_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0491+STABILITY: SURFACE MOTION
 NR0491
 NR0491  HISTORY     - Date     Condition        Report By
 NR0491  HISTORY     - 1950     MONUMENTED       USGS
 NR0491
 NR0491                          STATION DESCRIPTION
 NR0491
 NR0491'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0491'STATION IS LOCATED ON E-W. RIDGE 104 FT. W. C-L N-S. BLADED RD. AT
 NR0491'SW. CORNER OF BLADE SCAR IN NE. PORTION SEC. 5, T 31 N, R 92 W.
 NR0491'
 NR0491'TO REACH FROM BRIDGE OVER SWEETWATER RIVER ON HIGHWAY 287 ABOUT 40 MI.
 NR0491'SE. OF LANDER, WYOMING, GO E. ON HIGHWAY 287 FOR 2.7 MI. TO JUNCTION
 NR0491'DIRT RD. N., TURN LEFT THRU CATTLEGUARD AND FOLLOW MAIN RD. 2.9 MI.
 NR0491'TO JUNCTION OLD HIGHWAY, TURN RIGHT (E.) AND FOLLOW OLD HIGHWAY 5.4
 NR0491'MI. TO ENTRANCE TO GRAHAMS RANCH, TURN LEFT ON RANCH RD. 0.4 MI. TO
 NR0491'CATTLEGUARD, THENCE 0.4 MI. TO BRIDGE OVER SWEETWATER RIVER, THENCE
 NR0491'UP HILL 0.1 MI. TO GATE, FOLLOW MAIN TRAVELED TRACK RD. IN GENERAL
 NR0491'DIRECTION OF SWEETWATER RIVER 1.8 MI. TO GATE AT RIVER BANK, CONTINUE
 NR0491'ON MAIN RD. 0.6 MI. TO GATE LEAVING SWEETWATER RIVER AND HEADING N.,
 NR0491'CONTINUE N. 2.4 MI. TO CROSSROADS, NEAR WINDMILL, CONTINUE STRAIGHT
 NR0491'N. 3.2 MI. TO Y-RD., TURN RIGHT (E.) 0.4 MI. TO Y-RD., TURN LEFT (N.)
 NR0491'1.3 MI. TO SECOND GATE, CONTINUE 2.7 MI. TO RD. FORKS, TAKE RIGHT (N.)
 NR0491'1.75 MI. ON BLADED RD. TO TOP OF RIDGE AND STATION SITE ON LEFT W.
 NR0491'104 FT.
 NR0491'
 NR0491'STATION MARK--STANDARD BRONZE TABLET SET IN 6 IN. X 6 IN. POST
 NR0491'PROJECTING 5 IN., AND STAMPED ---WR BLADE 1950 VABM 7184---.
 NR0491'
 NR0491'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0340 ***********************************************************************
 OV0340  DESIGNATION -  BLAIR
 OV0340  PID         -  OV0340
 OV0340  STATE/COUNTY-  WY/JOHNSON
 OV0340  USGS QUAD   -  FOURMILE RESERVOIR (1961)
 OV0340
 OV0340                         *CURRENT SURVEY CONTROL
 OV0340  ___________________________________________________________________
 OV0340* NAD 83(1993)-  43 45 27.05009(N)    106 25 04.53778(W)     ADJUSTED  
 OV0340* NAVD 88     -      1460.7    (meters)    4792.     (feet)  VERTCON   
 OV0340  ___________________________________________________________________
 OV0340  LAPLACE CORR-          -7.66  (seconds)                    DEFLEC99
 OV0340  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 OV0340  OBS GRAVITY -     980,045.2   (mgal)                       GRAV_OBS
 OV0340
 OV0340  HORZ ORDER  -  THIRD
 OV0340
 OV0340.The horizontal coordinates were established by classical geodetic methods
 OV0340.and adjusted by the National Geodetic Survey in January 1997..
 OV0340
 OV0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0340
 OV0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0340
 OV0340.The geoid height was determined by GEOID03.
 OV0340.The observed gravity was obtained from relative gravimeter ties
 OV0340.to the IGSN71 gravity network.
 OV0340
 OV0340;                    North         East     Units Scale Factor Converg.
 OV0340;SPC WYEC     -   462,215.689   473,715.143   MT  1.00000431   +0 37 59.3
 OV0340;UTM  13      - 4,845,917.937   385,856.455   MT  0.99976025   -0 58 50.7
 OV0340
 OV0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0340!SPC WYEC     -   0.99977317  x   1.00000431  =   0.99977748
 OV0340!UTM  13      -   0.99977317  x   0.99976025  =   0.99953348
 OV0340
 OV0340:                Primary Azimuth Mark                     Grid Az
 OV0340:SPC WYEC     -  SALT                                     077 46 17.1
 OV0340:UTM  13      -  SALT                                     079 23 07.1
 OV0340
 OV0340|---------------------------------------------------------------------|
 OV0340| PID    Reference Object                     Distance      Geod. Az  |
 OV0340|                                                           dddmmss.s |
 OV0340| OV0337 SALT                                APPROX. 6.9 KM 0782416.4 |
 OV0340|---------------------------------------------------------------------|
 OV0340
 OV0340                          SUPERSEDED SURVEY CONTROL
 OV0340
 OV0340  NAD 83(1986)-  43 45 27.03220(N)    106 25 04.51013(W) AD(       ) 3
 OV0340  NAD 27      -  43 45 27.12154(N)    106 25 02.38838(W) AD(       ) 3
 OV0340  NGVD 29 (07/19/86) 1459.9    (m)         4790.     (f) VERT ANG       
 OV0340
 OV0340.Superseded values are not recommended for survey control.
 OV0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0340.See file dsdata.txt to determine how the superseded data were derived.
 OV0340
 OV0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ8585645918(NAD 83)
 OV0340_MARKER: DD = SURVEY DISK
 OV0340_SETTING: 0 = UNSPECIFIED SETTING
 OV0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0340
 OV0340  HISTORY     - Date     Condition        Report By
 OV0340  HISTORY     - 1958     MONUMENTED       USGS
 OV0340
 OV0340                          STATION DESCRIPTION
 OV0340
 OV0340'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0340'STATION IS LOCATED ABOUT 7.0 MI. AIR NW. OF SUSSEX, WYOMING, AND 11.4
 OV0340'MI. AIR NE. OF KAYCEE, WYOMING,
 OV0340'
 OV0340'TO REACH STATION FROM KAYCEE POST OFFICE, FOLLOW U. S. HIGHWAY 87 N.
 OV0340'FOR 0.4 MI. TO JUNCTION OF STATE SECONDARY HIGHWAY 1002, THENCE E.
 OV0340'ALONG STATE HIGHWAY 1002 FOR 13.1 MI. TO A T-RD. N.,THENCE N. ALONG
 OV0340'TRACK RD. 1.7 MI. TO A Y-RD. FORK.TAKE RIGHT FORK 0.3 MI.TO Y-RD. FORK
 OV0340'TAKE LEFT FORK 0.1 MI. TO A Y-RD. FORK, TAKE RIGHT FORK 1.7 MI. TO
 OV0340'CROSS TRAILS, CONTINUE ON N. 0.3 MI. TO Y-RD. FORK, TAKE DIM TRAIL TO
 OV0340'RIGHT 0.2 MI. TO TOP OF HILL AND STATION SITE.
 OV0340'
 OV0340'STATION MARK - STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.5
 OV0340'FT. ABOVE GROUND STAMPED, ---BLAIR 1958---.
 OV0340'
 OV0340'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0443 ***********************************************************************
 NR0443  DESIGNATION -  BLAST
 NR0443  PID         -  NR0443
 NR0443  STATE/COUNTY-  WY/CARBON
 NR0443  USGS QUAD   -  FERRIS (1982)
 NR0443
 NR0443                         *CURRENT SURVEY CONTROL
 NR0443  ___________________________________________________________________
 NR0443* NAD 83(1993)-  42 07 32.76842(N)    107 14 32.64079(W)     ADJUSTED  
 NR0443* NAVD 88     -      2063.5    (meters)    6770.     (feet)  VERTCON   
 NR0443  ___________________________________________________________________
 NR0443  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 NR0443  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NR0443
 NR0443  HORZ ORDER  -  THIRD
 NR0443
 NR0443.The horizontal coordinates were established by classical geodetic methods
 NR0443.and adjusted by the National Geodetic Survey in January 1997..
 NR0443
 NR0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0443
 NR0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0443
 NR0443.The geoid height was determined by GEOID03.
 NR0443
 NR0443;                    North         East     Units Scale Factor Converg.
 NR0443;SPC WYEC     -   280,550.575   407,518.555   MT  0.99993820   +0 03 39.6
 NR0443;UTM  13      - 4,666,173.888   314,651.060   MT  1.00002273   -1 30 16.3
 NR0443
 NR0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0443!SPC WYEC     -   0.99967857  x   0.99993820  =   0.99961679
 NR0443!UTM  13      -   0.99967857  x   1.00002273  =   0.99970129
 NR0443
 NR0443:                Primary Azimuth Mark                     Grid Az
 NR0443:SPC WYEC     -  FERRIS                                   000 55 43.8
 NR0443:UTM  13      -  FERRIS                                   002 29 39.7
 NR0443
 NR0443|---------------------------------------------------------------------|
 NR0443| PID    Reference Object                     Distance      Geod. Az  |
 NR0443|                                                           dddmmss.s |
 NR0443| NR0432 FERRIS                              APPROX.14.5 KM 0005923.4 |
 NR0443|---------------------------------------------------------------------|
 NR0443
 NR0443                          SUPERSEDED SURVEY CONTROL
 NR0443
 NR0443  NAD 83(1986)-  42 07 32.75613(N)    107 14 32.63253(W) AD(       ) 3
 NR0443  NAD 27      -  42 07 32.90647(N)    107 14 30.43870(W) AD(       ) 3
 NR0443  NGVD 29 (07/19/86) 2062.4    (m)         6766.     (f) VERT ANG       
 NR0443
 NR0443.Superseded values are not recommended for survey control.
 NR0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0443.See file dsdata.txt to determine how the superseded data were derived.
 NR0443
 NR0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1465166174(NAD 83)
 NR0443_MARKER: DD = SURVEY DISK
 NR0443_SETTING: 0 = UNSPECIFIED SETTING
 NR0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0443
 NR0443  HISTORY     - Date     Condition        Report By
 NR0443  HISTORY     - 1951     MONUMENTED       USGS
 NR0443
 NR0443                          STATION DESCRIPTION
 NR0443
 NR0443'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0443'STATION LOCATED ABOUT 23.4 MI. N. OF RAWLINS ON A SMALL RIDGE 800 FT.
 NR0443'S. OF THE INTERSECTION OF A TRACK RD. AND DOZED RD.
 NR0443'TO REACH FROM POST OFFICE AT RAWLINS, WYOMING, PROCEED E. ON CEDAR STR
 NR0443'STREET THREE BLOCKS TO U.S.HWY.287, THENCE N. 15.8 MI. TO DIRT RD.
 NR0443'ON RIGHT, THENCE RIGHT 5.9 MI. TO FORK, THENCE RIGHT 2.8 MI. TO OIL
 NR0443'PIPE LINE AND PHONE LINE, THENCE LEFT 6.1 MI. TO DOZED ROAD,
 NR0443'ONE POLE BEYOND ORANGE PHONE BOX, THENCE RIGHT ABOUT 0.7 MI.
 NR0443'TO TRACK RD. THENCE RIGHT 803 FT. THENCE LEFT 35 FT. TO STATION.
 NR0443'
 NR0443'STATION MARK - STANDARD TABLET SET IN CONCRETE POST STAMPED ---LFR
 NR0443'BLAST 1951.---
 NR0443'
 NR0443'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1159 ***********************************************************************
 MO1159  DESIGNATION -  BLAST
 MO1159  PID         -  MO1159
 MO1159  STATE/COUNTY-  WY/LARAMIE
 MO1159  USGS QUAD   -  MOFFETT RANCH (1990)
 MO1159
 MO1159                         *CURRENT SURVEY CONTROL
 MO1159  ___________________________________________________________________
 MO1159* NAD 83(1993)-  41 34 11.33929(N)    104 48 39.23112(W)     ADJUSTED  
 MO1159* NAVD 88     -      1808.     (meters)    5932.     (feet)  SCALED    
 MO1159  ___________________________________________________________________
 MO1159  LAPLACE CORR-         -11.02  (seconds)                    DEFLEC99
 MO1159  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 MO1159
 MO1159  HORZ ORDER  -  SECOND
 MO1159
 MO1159.The horizontal coordinates were established by classical geodetic methods
 MO1159.and adjusted by the National Geodetic Survey in January 1997..
 MO1159
 MO1159.The orthometric height was scaled from a topographic map.
 MO1159
 MO1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1159
 MO1159.The geoid height was determined by GEOID03.
 MO1159
 MO1159;                    North         East     Units Scale Factor Converg.
 MO1159;SPC WY E     -   118,861.727   229,671.602   MT  0.99994833   +0 14 09.8
 MO1159;UTM  13      - 4,602,032.499   515,766.056   MT  0.99960306   +0 07 31.7
 MO1159
 MO1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1159!SPC WY E     -   0.99971893  x   0.99994833  =   0.99966727
 MO1159!UTM  13      -   0.99971893  x   0.99960306  =   0.99932210
 MO1159
 MO1159|---------------------------------------------------------------------|
 MO1159| PID    Reference Object                     Distance      Geod. Az  |
 MO1159|                                                           dddmmss.s |
 MO1159| CP9674 BLAST RM 2                           13.181 METERS 08656     |
 MO1159| CP9672 BLAST AZ MK                                        2911351.2 |
 MO1159| MO1163 CHUGWATER FAA 3 MICROWAVE TWR       APPROX.11.1 KM 3254100.2 |
 MO1159|---------------------------------------------------------------------|
 MO1159
 MO1159                          SUPERSEDED SURVEY CONTROL
 MO1159
 MO1159  NAD 83(1986)-  41 34 11.32344(N)    104 48 39.22932(W) AD(       ) 2
 MO1159  NAD 27      -  41 34 11.40970(N)    104 48 37.34280(W) AD(       ) 2
 MO1159
 MO1159.Superseded values are not recommended for survey control.
 MO1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1159.See file dsdata.txt to determine how the superseded data were derived.
 MO1159
 MO1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG1576602032(NAD 83)
 MO1159_MARKER: DS = TRIANGULATION STATION DISK
 MO1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1159
 MO1159  HISTORY     - Date     Condition        Report By
 MO1159  HISTORY     - 1963     MONUMENTED       CGS
 MO1159
 MO1159                          STATION DESCRIPTION
 MO1159
 MO1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1159'THE STATION IS 13 MILES SOUTH AND 1/2 MILE EAST OF CHUGWATER,
 MO1159'IN THE SOUTHEAST QUARTER OF SECTION 31, T 19 N, R 66 W, AND ON
 MO1159'THE SOUTHWESTERN ONE OF THE HIGH RIDGES IN THAT VICINITY
 MO1159'OVERLOOKING THE VALLEY TO THE SOUTH OWNED BY MR. R.F. SWINBANK.
 MO1159'
 MO1159'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 MO1159'AND 85 ABOUT 7.0 MILES NORTH OF THE CAPITAL BUILDING IN CHEYENNE,
 MO1159'GO NORTHERLY ON U.S. HIGHWAY 87 FOR 23.1 MILES TO A SERVICE
 MO1159'STATION AND CAFE ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 87 FOR
 MO1159'6.55 MILES TO A CROSSROAD AND A SIGN VOWERS BROS RANCH 3 MILES
 MO1159'ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON A GRAVEL ROAD
 MO1159'FOR 0.25 MILE TO A SURFACED T-ROAD.  TURN RIGHT AND GO SOUTH ON
 MO1159'THE SURFACED ROAD FOR 3.5 MILES TO A LARGE CONCRETE BRIDGE.
 MO1159'CONTINUE SOUTH ON THE SURFACED ROAD FOR 0.1 MILE TO A GATE
 MO1159'IN AN OFF-SET IN A RIGHT-OF-WAY FENCE ON THE LEFT.  BEAR
 MO1159'LEFT, PASS THROUGH THE GATE, THEN TAKE THE LEFT FORK AND GO
 MO1159'EAST AND SOUTHEAST ON A TRACK ROAD FOR 1.2 MILES TO A
 MO1159'GATE IN A NORTH-SOUTH FENCE.  PASS THROUGH THE GATE AND
 MO1159'CONTINUE SOUTHEAST ON THE MAIN TRACK ROAD FOR 1.0 MILE,
 MO1159'THEN BEAR LEFT, LEAVING THE TRACK ROAD AND GO EAST ACROSS
 MO1159'PASTURE, UPHILL, FOR 0.25 MILE TO THE TOP OF THE RIDGE
 MO1159'AND THE STATION.
 MO1159'
 MO1159'STATION MARKS ARE STANDARD DISKS STAMPED BLAST 1963.  THE
 MO1159'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MO1159'2 INCHES.  IT IS 6 FEET NORTHWEST OF A METAL WITNESS POST.
 MO1159'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MO1159'40 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1159'
 MO1159'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLAST NO 1 1963,
 MO1159'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 MO1159'ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION.
 MO1159'
 MO1159'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLAST NO 2 1963,
 MO1159'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO1159'IT IS THE SAME ELEVATION AS THE STATION.
 MO1159'
 MO1159'AZIMUTH MARK, A STANDARD DISK STAMPED BLAST 1963, IS SET IN A
 MO1159'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 3 FEET
 MO1159'SOUTHEAST OF A METAL WITNESS POST AND 2 FEET EAST OF A NORTH-SOUTH
 MO1159'FENCE.
 MO1159'
 MO1159'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ACROSS
 MO1159'PASTURE FOR 0.7 MILE TO A NORTH-SOUTH FENCE ACROSS A SMALL
 MO1159'HILL AND THE AZIMUTH MARK.
 MO1159'
 MO1159'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0848 ***********************************************************************
 MR0848  DESIGNATION -  BLAZON
 MR0848  PID         -  MR0848
 MR0848  STATE/COUNTY-  WY/LINCOLN
 MR0848  USGS QUAD   -  ELKOL (1978)
 MR0848
 MR0848                         *CURRENT SURVEY CONTROL
 MR0848  ___________________________________________________________________
 MR0848* NAD 83(1993)-  41 40 37.57939(N)    110 34 22.79624(W)     ADJUSTED  
 MR0848* NAVD 88     -      2055.7    (meters)    6744.     (feet)  VERTCON   
 MR0848  ___________________________________________________________________
 MR0848  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 MR0848  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MR0848
 MR0848  HORZ ORDER  -  SECOND
 MR0848
 MR0848.The horizontal coordinates were established by classical geodetic methods
 MR0848.and adjusted by the National Geodetic Survey in January 1997..
 MR0848
 MR0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0848
 MR0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0848
 MR0848.The geoid height was determined by GEOID03.
 MR0848
 MR0848;                    North         East     Units Scale Factor Converg.
 MR0848;SPC WY W     -   230,831.851   759,228.872   MT  0.99995795   -0 19 32.2
 MR0848;UTM  12      - 4,614,014.680   535,541.462   MT  0.99961554   +0 17 02.1
 MR0848
 MR0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0848!SPC WY W     -   0.99967993  x   0.99995795  =   0.99963790
 MR0848!UTM  12      -   0.99967993  x   0.99961554  =   0.99929560
 MR0848
 MR0848:                Primary Azimuth Mark                     Grid Az
 MR0848:SPC WY W     -  BLAZON AZ MK                             002 36 49.4
 MR0848:UTM  12      -  BLAZON AZ MK                             002 00 15.1
 MR0848
 MR0848|---------------------------------------------------------------------|
 MR0848| PID    Reference Object                     Distance      Geod. Az  |
 MR0848|                                                           dddmmss.s |
 MR0848| CP4556 BLAZON AZ MK                                       0021717.2 |
 MR0848| CP4557 BLAZON RM 1                          12.718 METERS 08558     |
 MR0848| MR0847 HIGHWAY 189 STA 1548+00              18.218 METERS 34253     |
 MR0848| MR0835 ELKOL UTAH POWER AND LT CO STK      APPROX. 9.2 KM 3464316.4 |
 MR0848|---------------------------------------------------------------------|
 MR0848
 MR0848                          SUPERSEDED SURVEY CONTROL
 MR0848
 MR0848  NAD 83(1986)-  41 40 37.56894(N)    110 34 22.79221(W) AD(       ) 2
 MR0848  NAD 27      -  41 40 37.75500(N)    110 34 20.18130(W) AD(       ) 2
 MR0848  NGVD 29 (07/19/86) 2054.3    (m)         6740.     (f) VERT ANG       
 MR0848
 MR0848.Superseded values are not recommended for survey control.
 MR0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0848.See file dsdata.txt to determine how the superseded data were derived.
 MR0848
 MR0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3554114015(NAD 83)
 MR0848_MARKER: DS = TRIANGULATION STATION DISK
 MR0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0848
 MR0848  HISTORY     - Date     Condition        Report By
 MR0848  HISTORY     - 1962     MONUMENTED       CGS
 MR0848
 MR0848                          STATION DESCRIPTION
 MR0848
 MR0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0848'THE STATION IS ON THE EAST SIDE OF U.S. HIGHWAY 189, ABOUT
 MR0848'8 MILES SOUTH OF KEMMERER, 7 MILES NORTH OF THE LINCOLN-UINTA
 MR0848'COUNTY LINE AND 1-1/2 MILES SOUTHWEST OF BLAZON JUNCTION.
 MR0848'
 MR0848'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 N
 MR0848'AND 189 IN THE SOUTHEAST EDGE OF DIAMONDVILLE, GO SOUTHWEST
 MR0848'AND SOUTH ON HIGHWAY 189 FOR 6.35 MILES TO A CROSSROAD.  CONTINUE
 MR0848'ON HIGHWAY FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MR0848'CONTINUE ON HIGHWAY FOR 0.85 MILE TO SHELTER CABIN NUMBER 1 ON
 MR0848'THE LEFT.  CONTINUE ON HIGHWAY FOR 0.35 MILE TO THE STATION ON
 MR0848'THE LEFT.
 MR0848'
 MR0848'STATION MARK IS A STANDARD DISK, STAMPED BLAZON 1962, SET
 MR0848'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 MR0848'IT IS 119 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 4.2
 MR0848'FEET NORTHEAST OF A WITNESS POST.  THE STATION IS ABOUT THE
 MR0848'SAME ELEVATION AS THE HIGHWAY.
 MR0848'
 MR0848'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLAZON NO 1 1962,
 MR0848'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0848'3 INCHES.  IT IS 161 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 MR0848'AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0848'
 MR0848'217 1548 + 00 (WSHD) IS A WYOMING STATE HIGHWAY DEPARTMENT BRONZE
 MR0848'DISK, STAMPED 217 1548 + 00 6742.01, SET IN THE TOP OF A 6 INCH
 MR0848'SQUARE CONCRETE POST PROJECTING 14 INCHES.  IT IS 98 FEET EAST
 MR0848'OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER THAN
 MR0848'THE STATION.
 MR0848'
 MR0848'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLAZON 1962, SET IN THE
 MR0848'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT
 MR0848'IS 122 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET
 MR0848'EAST OF A WITNESS POST.  IT IS ABOUT 5 FEET HIGHER THAN THE
 MR0848'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0393 ***********************************************************************
 OW0393  DESIGNATION -  BLHBS 1
 OW0393  PID         -  OW0393
 OW0393  STATE/COUNTY-  WY/FREMONT
 OW0393  USGS QUAD   -  BONNEVILLE SW (1978)
 OW0393
 OW0393                         *CURRENT SURVEY CONTROL
 OW0393  ___________________________________________________________________
 OW0393* NAD 83(1993)-  43 21 55.41504(N)    108 08 00.74970(W)     ADJUSTED  
 OW0393* NAVD 88     -      1490.5    (meters)    4890.     (feet)  VERTCON   
 OW0393  ___________________________________________________________________
 OW0393  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 OW0393  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 OW0393
 OW0393  HORZ ORDER  -  THIRD
 OW0393
 OW0393.The horizontal coordinates were established by classical geodetic methods
 OW0393.and adjusted by the National Geodetic Survey in January 1997..
 OW0393
 OW0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0393
 OW0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0393
 OW0393.The geoid height was determined by GEOID03.
 OW0393
 OW0393;                    North         East     Units Scale Factor Converg.
 OW0393;SPC WYWC     -   318,429.626   649,964.665   MT  0.99996820   +0 25 23.9
 OW0393;UTM  12      - 4,805,383.391   732,256.749   MT  1.00026360   +1 58 08.9
 OW0393
 OW0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0393!SPC WYWC     -   0.99976848  x   0.99996820  =   0.99973669
 OW0393!UTM  12      -   0.99976848  x   1.00026360  =   1.00003202
 OW0393
 OW0393:                Primary Azimuth Mark                     Grid Az
 OW0393:SPC WYWC     -  HOODOO                                   085 03 59.6
 OW0393:UTM  12      -  HOODOO                                   083 31 14.6
 OW0393
 OW0393|---------------------------------------------------------------------|
 OW0393| PID    Reference Object                     Distance      Geod. Az  |
 OW0393|                                                           dddmmss.s |
 OW0393| OV0441 HOODOO                              APPROX.11.7 KM 0852923.5 |
 OW0393|---------------------------------------------------------------------|
 OW0393
 OW0393                          SUPERSEDED SURVEY CONTROL
 OW0393
 OW0393  NAD 83(1986)-  43 21 55.40053(N)    108 08 00.75625(W) AD(       ) 3
 OW0393  NGVD 29 (11/06/89) 1489.6    (m)         4887.     (f) VERT ANG       
 OW0393
 OW0393.Superseded values are not recommended for survey control.
 OW0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0393.See file dsdata.txt to determine how the superseded data were derived.
 OW0393
 OW0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP3225705383(NAD 83)
 OW0393_MARKER: DD = SURVEY DISK
 OW0393_SETTING: 0 = UNSPECIFIED SETTING
 OW0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0393
 OW0393  HISTORY     - Date     Condition        Report By
 OW0393  HISTORY     - 1948     MONUMENTED       USGS
 OW0393
 OW0393                          STATION DESCRIPTION
 OW0393
 OW0393'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0393'TO REACH FROM INTERSECTION U.S. HIGHWAY 20 AND WYOMING STATE HIGHWAY
 OW0393'320 IN SHOSHONE, TAKE HIGHWAY 20 N. TO POINT WHERE HIGHWAY TURNS FROM
 OW0393'N. TO NNW. (9.1 MI.).  CONTINUE 0.7 MI. TO POINT WHERE HIGHWAY TURNS
 OW0393'TO NW.  CONTINUE 0.2 MI. TO RD. ON LEFT.  TAKE THIS RD. SW. 0.6 MI.
 OW0393'TO FORK.  TAKE RIGHT FORK 0.3 MI. TO TOP OF HILL AND STATION.  ABOUT
 OW0393'450 FT. NW. OF 1/4 CORNER 8 AND 9, T 39 N, R 94 W.
 OW0393'
 OW0393'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROTRUDING
 OW0393'ABOUT 8 IN.  TABLET IS STAMPED---BLHBS-1 1948 4890---.
 OW0393'
 OW0393'REFERENCE MARK NO. 1--2 X 4 IN. WOODEN STAKES WITH COPPER NAIL AND
 OW0393'WASHER IN TOP, 52.94 FT. S. OF STATION, N 09 DEGREES
 OW0393'44 MINUTES, NW.
 OW0393'
 OW0393'REFERENCE MARK NO. 2--2 X 4 IN. WOODEN STAKES WITH COPPER NAIL AND
 OW0393'WASHER IN TOP, 39.59 FT. E. OF STATION, N 70 DEGREES
 OW0393'16 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0659 ***********************************************************************
 NQ0659  DESIGNATION -  BLLT 1
 NQ0659  PID         -  NQ0659
 NQ0659  STATE/COUNTY-  WY/CONVERSE
 NQ0659  USGS QUAD   -  HERMIT ROCK (1964)
 NQ0659
 NQ0659                         *CURRENT SURVEY CONTROL
 NQ0659  ___________________________________________________________________
 NQ0659* NAD 83(1993)-  42 38 01.46520(N)    105 39 19.54919(W)     ADJUSTED  
 NQ0659* NAVD 88     -      1804.     (meters)    5919.     (feet)  VERTCON   
 NQ0659  ___________________________________________________________________
 NQ0659  LAPLACE CORR-          -9.12  (seconds)                    DEFLEC99
 NQ0659  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NQ0659
 NQ0659  HORZ ORDER  -  THIRD
 NQ0659
 NQ0659.The horizontal coordinates were established by classical geodetic methods
 NQ0659.and adjusted by the National Geodetic Survey in January 1997..
 NQ0659
 NQ0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0659
 NQ0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0659
 NQ0659.The geoid height was determined by GEOID03.
 NQ0659
 NQ0659;                    North         East     Units Scale Factor Converg.
 NQ0659;SPC WY E     -   237,084.650   159,912.303   MT  0.99995726   -0 19 51.8
 NQ0659;UTM  13      - 4,720,351.780   446,260.642   MT  0.99963553   -0 26 38.2
 NQ0659
 NQ0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0659!SPC WY E     -   0.99971918  x   0.99995726  =   0.99967645
 NQ0659!UTM  13      -   0.99971918  x   0.99963553  =   0.99935481
 NQ0659
 NQ0659:                Primary Azimuth Mark                     Grid Az
 NQ0659:SPC WY E     -  LEVASSEUR                                274 32 51.1
 NQ0659:UTM  13      -  LEVASSEUR                                274 39 37.5
 NQ0659
 NQ0659|---------------------------------------------------------------------|
 NQ0659| PID    Reference Object                     Distance      Geod. Az  |
 NQ0659|                                                           dddmmss.s |
 NQ0659| NQ0657 LEVASSEUR                           APPROX. 5.0 KM 2741259.3 |
 NQ0659|---------------------------------------------------------------------|
 NQ0659
 NQ0659                          SUPERSEDED SURVEY CONTROL
 NQ0659
 NQ0659  NAD 83(1986)-  42 38 01.44743(N)    105 39 19.53598(W) AD(       ) 3
 NQ0659  NAD 27      -  42 38 01.56739(N)    105 39 17.55295(W) AD(       ) 3
 NQ0659  NGVD 29 (07/19/86) 1803.     (m)         5915.     (f) VERT ANG       
 NQ0659
 NQ0659.Superseded values are not recommended for survey control.
 NQ0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0659.See file dsdata.txt to determine how the superseded data were derived.
 NQ0659
 NQ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4626120352(NAD 83)
 NQ0659_MARKER: DD = SURVEY DISK
 NQ0659_SETTING: 0 = UNSPECIFIED SETTING
 NQ0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0659
 NQ0659  HISTORY     - Date     Condition        Report By
 NQ0659  HISTORY     - 1948     MONUMENTED       USGS
 NQ0659
 NQ0659                          STATION DESCRIPTION
 NQ0659
 NQ0659'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0659'TO REACH STATION FROM DOUGLAS POST OFFICE, GO W. ON U.S. HIGHWAYS 87
 NQ0659'AND 20 12.5 MI. TO NATURAL BRIDGE FILLING STATION ON S. SIDE OF
 NQ0659'HIGHWAY, THENCE LEFT (S.) 2.2 MI. TO CROSSROADS, THENCE RIGHT 5.4 MI.
 NQ0659'TO TOP OF PASS AND CATTLEGUARD, CONTINUE S. ON MAIN RD. 5.6 MI. TO
 NQ0659'T-RD. E., THENCE LEFT (E.) 1.3 MI. TO PARK RANCH RD., THENCE RIGHT
 NQ0659'(SE.) 0.3 MI. TO PARK RANCH YARD, THENCE RIGHT (E.) 0.15 MI. TO LOG
 NQ0659'CORRAL, THENCE RIGHT (S.) 0.6 MI. TO GATE IN N-S. FENCE, GO THRU GATE
 NQ0659'AND CONTINUE S. 1.0 MI. TO GATE IN E-W. FENCE.  STATION IS ON HILL
 NQ0659'382.5 FT. W. OF GATE AND 43 FT. S. OF FENCE.
 NQ0659'
 NQ0659'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN.
 NQ0659'ABOVE GROUND, STAMPED ---BLLT-1, 1948---.
 NQ0659'
 NQ0659'REFERENCE MARK NO. 1--3/4 IN. PIPE 1 IN. ABOVE GROUND, 18.40 FT. FROM
 NQ0659'STATION, S 82 DEG 16 MIN E.
 NQ0659'
 NQ0659'REFERENCE MARK NO. 2--3/4 IN. PIPE 2 IN. ABOVE GROUND, 23.7 FT. FROM
 NQ0659'STATION, S 01 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0339 ***********************************************************************
 NR0339  DESIGNATION -  BLOCK
 NR0339  PID         -  NR0339
 NR0339  STATE/COUNTY-  WY/NATRONA
 NR0339  USGS QUAD   -  BROOKHURST (1984)
 NR0339
 NR0339                         *CURRENT SURVEY CONTROL
 NR0339  ___________________________________________________________________
 NR0339* NAD 83(1993)-  42 50 46.93736(N)    106 07 40.75730(W)     ADJUSTED  
 NR0339* NAVD 88     -      1620.6    (meters)    5317.     (feet)  VERTCON   
 NR0339  ___________________________________________________________________
 NR0339  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 NR0339  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 NR0339
 NR0339  HORZ ORDER  -  SECOND
 NR0339
 NR0339.The horizontal coordinates were established by classical geodetic methods
 NR0339.and adjusted by the National Geodetic Survey in January 1997..
 NR0339
 NR0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0339
 NR0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0339
 NR0339.The geoid height was determined by GEOID03.
 NR0339
 NR0339;                    North         East     Units Scale Factor Converg.
 NR0339;SPC WYEC     -   361,292.862   498,523.926   MT  1.00005688   +0 49 11.1
 NR0339;SPC WY E     -   261,036.361   121,422.535   MT  1.00001343   -0 39 13.6
 NR0339;UTM  13      - 4,744,371.862   407,830.361   MT  0.99970451   -0 46 01.7
 NR0339
 NR0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0339!SPC WYEC     -   0.99974800  x   1.00005688  =   0.99980487
 NR0339!SPC WY E     -   0.99974800  x   1.00001343  =   0.99976143
 NR0339!UTM  13      -   0.99974800  x   0.99970451  =   0.99945259
 NR0339
 NR0339|---------------------------------------------------------------------|
 NR0339| PID    Reference Object                     Distance      Geod. Az  |
 NR0339|                                                           dddmmss.s |
 NR0339| NR0338 MILLER GEOPHYSICAL MARK               3.685 METERS 01741     |
 NR0339| CP4564 BLOCK RM 3                           13.799 METERS 06301     |
 NR0339| CP4562 BLOCK RM 1                           15.849 METERS 16435     |
 NR0339| CP4563 BLOCK RM 2                           16.313 METERS 24843     |
 NR0339| CP4561 BLOCK AZ MK                                        2960937.7 |
 NR0339|---------------------------------------------------------------------|
 NR0339
 NR0339                          SUPERSEDED SURVEY CONTROL
 NR0339
 NR0339  NAD 83(1986)-  42 50 46.92243(N)    106 07 40.73769(W) AD(       ) 2
 NR0339  NAD 27      -  42 50 47.04700(N)    106 07 38.67700(W) AD(       ) 2
 NR0339  NGVD 29 (07/19/86) 1619.7    (m)         5314.     (f) VERT ANG       
 NR0339
 NR0339.Superseded values are not recommended for survey control.
 NR0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0339.See file dsdata.txt to determine how the superseded data were derived.
 NR0339
 NR0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH0783044372(NAD 83)
 NR0339_MARKER: DD = SURVEY DISK
 NR0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0339
 NR0339  HISTORY     - Date     Condition        Report By
 NR0339  HISTORY     - 1948     MONUMENTED       USGS
 NR0339
 NR0339                          STATION DESCRIPTION
 NR0339
 NR0339'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NR0339'THE STATION IS LOCATED IN T. 33N., R. 77W., ABOUT 9.5 MILES
 NR0339'AIRLINE EAST OF CASPER, ABOUT 1 MILE SOUTH OF THE NORTH PLATTE
 NR0339'RIVER, IN OPEN PASTURE LAND, ON A LOW GRASSY HILL WHICH LIES
 NR0339'BETWEEN THE OLD AND NEW HIGHWAYS 20 AND 87.  THE STATION IS NEAR
 NR0339'THE CENTER OF A NORTHEAST-SOUTHWEST RIDGE, APPROXIMATELY 100
 NR0339'YARDS NORTHEAST OF THE HIGHEST POINT, 23 PACES SOUTH OF THE
 NR0339'NORTH RIM, 8 FEET NORTHEAST OF A 4 X 4 WITNESS POST, A U.S.
 NR0339'GEOLOGICAL BENCH MARK, SET IN TOP OF A 6 X 6 CONCRETE POST,
 NR0339'PROJECTS 8 INCHES, STAMPED, BLOCK 1947.
 NR0339'
 NR0339'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK,
 NR0339'IS APPROXIMATELY 1 FOOT LOWER THAN THE STATION, 10 PACES
 NR0339'NORTH OF THE SOUTH RIM, SET IN TOP OF A 6 X 6 CONCRETE POST,
 NR0339'PROJECTS 5 INCHES, STAMPED, BLOCK REF 1 1947.
 NR0339'
 NR0339'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK,
 NR0339'IS APPROXIMATELY 1 FOOT LOWER THAN THE STATION, 10 PACES EAST
 NR0339'OF THE WEST RIM, SET IN TOP OF A 6 X 6 CONCRETE POST, PROJECTS
 NR0339'4 INCHES, STAMPED, BLOCK REF 2 1947.
 NR0339'
 NR0339'REFERENCE MARK NO. 3, IS APPROXIMATELY THE SAME ELEVATION
 NR0339'AS THE STATION, PROJECTS 3 INCHES AND STAMPED, BLOCK NO 3
 NR0339'1948.
 NR0339'
 NR0339'REFERENCE MARK NO. 4, A MILLER GEOPHYSICAL COMPANY TRIANGULATION
 NR0339'STATION, IS APPROXIMATELY THE SAME ELEVATION AS THE STATION.
 NR0339'IT IS A 3-INCH DISK WELDED TO THE TOP OF A 1-INCH IRON PIPE,
 NR0339'WHICH IS DRIVEN INTO THE GROUND, PROJECTS 6 INCHES.  IT IS
 NR0339'NOT STAMPED.
 NR0339'
 NR0339'THE AZIMUTH MARK IS LOCATED ALONG THE OLD HIGHWAY, WHICH IS THE
 NR0339'ROAD TO STATION, 200 FEET EAST OF A FENCE ACROSS THE ROAD,
 NR0339'38 PACES NORTH OF AND APPROXIMATELY 2 FEET ABOVE CENTER LINE
 NR0339'OF ROAD, SET IN AN EAST-WEST FENCE LINE, 2 FEET EAST OF A 4 X 4
 NR0339'WITNESS POST, PROJECTS 5 INCHES, STAMPED, BLOCK 1948.
 NR0339'
 NR0339'TO REACH FROM THE POST OFFICE IN CASPER, GO SOUTH FOR 1 BLOCK
 NR0339'TO THE INTERSECTION OF U.S. HIGHWAYS 20 AND 87.  TURN LEFT
 NR0339'(EAST) AND FOLLOW U.S. HIGHWAY 20 AND 87 FOR 3.0 MILES TO
 NR0339'EVANSVILLE POST OFFICE.  CONTINUE EASTERLY ALONG HIGHWAY FOR 6.5
 NR0339'MILES TO A FORK (THIS IS THE OLD HIGHWAY).  TAKE THE RIGHT
 NR0339'FORK AND GO 0.6 MILE TO A FENCE ACROSS ROAD AND AZIMUTH
 NR0339'MARK AS DESCRIBED ABOVE.  CONTINUE FOR 0.6 MILE TO A
 NR0339'FENCE ACROSS ROAD.  PASS THROUGH GATE IN FENCE LINE
 NR0339'THENCE LEAVE ROAD TO THE LEFT (NORTH) AND GO 0.2 MILE TO
 NR0339'TOP OF HILL AND STATION AS DESCRIBED.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0293 ***********************************************************************
 NS0293  DESIGNATION -  BLOODY
 NS0293  PID         -  NS0293
 NS0293  STATE/COUNTY-  WY/SWEETWATER
 NS0293  USGS QUAD   -  TULE BUTTE (1980)
 NS0293
 NS0293                         *CURRENT SURVEY CONTROL
 NS0293  ___________________________________________________________________
 NS0293* NAD 83(1993)-  42 07 50.59607(N)    109 12 37.17319(W)     ADJUSTED  
 NS0293* NAVD 88     -      2222.2    (meters)    7291.     (feet)  VERTCON   
 NS0293  ___________________________________________________________________
 NS0293  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 NS0293  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 NS0293
 NS0293  HORZ ORDER  -  THIRD
 NS0293
 NS0293.The horizontal coordinates were established by classical geodetic methods
 NS0293.and adjusted by the National Geodetic Survey in January 1997..
 NS0293
 NS0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0293
 NS0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0293
 NS0293.The geoid height was determined by GEOID03.
 NS0293
 NS0293;                    North         East     Units Scale Factor Converg.
 NS0293;SPC WYWC     -   181,199.158   561,942.143   MT  0.99995532   -0 18 31.7
 NS0293;UTM  12      - 4,665,840.158   647,915.266   MT  0.99986921   +1 12 02.8
 NS0293
 NS0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0293!SPC WYWC     -   0.99965378  x   0.99995532  =   0.99960911
 NS0293!UTM  12      -   0.99965378  x   0.99986921  =   0.99952303
 NS0293
 NS0293:                Primary Azimuth Mark                     Grid Az
 NS0293:SPC WYWC     -  ESSEX                                    137 02 07.1
 NS0293:UTM  12      -  ESSEX                                    135 31 32.6
 NS0293
 NS0293|---------------------------------------------------------------------|
 NS0293| PID    Reference Object                     Distance      Geod. Az  |
 NS0293|                                                           dddmmss.s |
 NS0293| NS0292 ESSEX                               APPROX.11.5 KM 1364335.4 |
 NS0293|---------------------------------------------------------------------|
 NS0293
 NS0293                          SUPERSEDED SURVEY CONTROL
 NS0293
 NS0293  NAD 83(1986)-  42 07 50.57958(N)    109 12 37.16778(W) AD(       ) 3
 NS0293  NAD 27      -  42 07 50.72593(N)    109 12 34.71917(W) AD(       ) 3
 NS0293  NGVD 29 (07/19/86) 2220.9    (m)         7286.     (f) VERT ANG       
 NS0293
 NS0293.Superseded values are not recommended for survey control.
 NS0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0293.See file dsdata.txt to determine how the superseded data were derived.
 NS0293
 NS0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM4791565840(NAD 83)
 NS0293
 NS0293  HISTORY     - Date     Condition        Report By
 NS0293  HISTORY     - UNK      MONUMENTED
 NS0293  HISTORY     - 1957     GOOD             USGS
 NS0293
 NS0293                          STATION DESCRIPTION
 NS0293
 NS0293'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NS0293'LOCATED ABOUT 7 MI. SW. OF THE BLAIR AND HAY MIDDLE RANCH AND 17 MI.
 NS0293'NW. OF STEAMBOAT MOUNTAIN.  THE SE. EDGE OF A VERY PROMINENT BUTTE.
 NS0293'-WE COULD FIND NO NAME FOR BUTTE ON EXISTING MAPS IN OUR POSSESSION.-
 NS0293'STATION WAS REACHED BY HELICOPTER.
 NS0293'
 NS0293'STATION MARK - STANDARD ALUMINUM TABLET STAMPED ---BLOODY 1957--- SET
 NS0293'IN LARGE SET BOULDER.
 NS0293'
 NS0293'REFERENCE MARK - NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1025 ***********************************************************************
 MO1025  DESIGNATION -  BLUE
 MO1025  PID         -  MO1025
 MO1025  STATE/COUNTY-  WY/LARAMIE
 MO1025  USGS QUAD   -  PINE BLUFFS (1992)
 MO1025
 MO1025                         *CURRENT SURVEY CONTROL
 MO1025  ___________________________________________________________________
 MO1025* NAD 83(1993)-  41 08 44.59144(N)    104 07 14.86336(W)     ADJUSTED  
 MO1025* NAVD 88     -      1572.     (meters)    5157.     (feet)  SCALED    
 MO1025  ___________________________________________________________________
 MO1025  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 MO1025  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 MO1025
 MO1025  HORZ ORDER  -  THIRD
 MO1025
 MO1025.The horizontal coordinates were established by classical geodetic methods
 MO1025.and adjusted by the National Geodetic Survey in January 1997..
 MO1025
 MO1025.The orthometric height was scaled from a topographic map.
 MO1025
 MO1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1025
 MO1025.The geoid height was determined by GEOID03.
 MO1025
 MO1025;                    North         East     Units Scale Factor Converg.
 MO1025;SPC WY E     -    72,230.294   287,795.667   MT  1.00003233   +0 41 17.5
 MO1025;SPC NE       -   153,948.703   154,303.054   MT  0.99967823   -2 43 51.0
 MO1025;UTM  13      - 4,555,306.032   573,779.759   MT  0.99966699   +0 34 42.7
 MO1025
 MO1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1025!SPC WY E     -   0.99975636  x   1.00003233  =   0.99978868
 MO1025!SPC NE       -   0.99975636  x   0.99967823  =   0.99943467
 MO1025!UTM  13      -   0.99975636  x   0.99966699  =   0.99942343
 MO1025
 MO1025:                Primary Azimuth Mark                     Grid Az
 MO1025:SPC WY E     -  BLUE B AZ MK                             046 42 27.2
 MO1025:SPC NE       -  BLUE B AZ MK                             050 07 35.7
 MO1025:UTM  13      -  BLUE B AZ MK                             046 49 02.0
 MO1025
 MO1025|---------------------------------------------------------------------|
 MO1025| PID    Reference Object                     Distance      Geod. Az  |
 MO1025|                                                           dddmmss.s |
 MO1025| CP9677 BLUE B AZ MK                                       0472344.7 |
 MO1025| MO1026 PINE BLUFFS RURAL ELEC RADIO        APPROX. 3.9 KM 0713501.4 |
 MO1025| CP9678 BLUE B RM 1                                        09125     |
 MO1025| CP9679 BLUE B RM 2                                        18331     |
 MO1025|---------------------------------------------------------------------|
 MO1025
 MO1025                          SUPERSEDED SURVEY CONTROL
 MO1025
 MO1025  NAD 83(1986)-  41 08 44.58225(N)    104 07 14.86107(W) AD(       ) 3
 MO1025  NAD 27      -  41 08 44.64850(N)    104 07 13.03190(W) AD(       ) 3
 MO1025
 MO1025.Superseded values are not recommended for survey control.
 MO1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1025.See file dsdata.txt to determine how the superseded data were derived.
 MO1025
 MO1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7378055306(NAD 83)
 MO1025_MARKER: DS = TRIANGULATION STATION DISK
 MO1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1025
 MO1025  HISTORY     - Date     Condition        Report By
 MO1025  HISTORY     - 1963     MONUMENTED       CGS
 MO1025
 MO1025                          STATION DESCRIPTION
 MO1025
 MO1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1025'THE STATION IS 3 MILES SOUTHWEST OF PINE BLUFFS, IN THE SOUTHEAST
 MO1025'QUARTER OF SECTION 30, T 14 N, R 60 W AND ON THE WEST RIGHT-OF-WAY
 MO1025'OF A SECTION LINE ROAD.
 MO1025'
 MO1025'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MO1025'MAIN STREET AT A CAUTION LIGHT IN PINE BLUFFS, GO WESTERLY ON
 MO1025'HIGHWAY 30 FOR 3.7 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 MO1025'ON A SURFACED ROAD FOR 0.3 MILE TO THE TOP OF A GRADE AND THE
 MO1025'STATION ON THE RIGHT.
 MO1025'
 MO1025'STATION MARKS ARE STANDARD DISKS STAMPED BLUE 1963.  THE SURFACE
 MO1025'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1025'THE GROUND.  IT IS 58 FEET WEST OF THE CENTER OF THE SURFACED
 MO1025'ROAD, 4 FEET EAST OF A FENCE AND 3.5 FEET EAST OF A METAL WITNESS
 MO1025'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MO1025'CONCRETE 41 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1025'
 MO1025'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLUE NO 1 1963,
 MO1025'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1025'THE GROUND.  IT IS 60 FEET EAST OF THE CENTER OF THE SURFACED
 MO1025'ROAD AND 1 FOOT WEST OF A FENCE.
 MO1025'
 MO1025'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLUE NO 2 1963,
 MO1025'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MO1025'GROUND.  IT IS 60 FEET WEST OF THE CENTER OF THE SURFACED ROAD,
 MO1025'59.5 FEET SOUTH OF THE METAL WITNESS POST AND 1.5 FEET EAST OF
 MO1025'THE FENCE.
 MO1025'
 MO1025'AZIMUTH MARK, A STANDARD DISK STAMPED PINE 1960, IS SET IN A
 MO1025'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 MO1025'IS 97 FEET NORTH OF THE CENTER OF HIGHWAY 30, 10 FEET EAST OF
 MO1025'THE CENTER OF A GRAVEL DRIVE AND 1.5 FEET WEST OF A METAL WITNESS
 MO1025'POST.
 MO1025'
 MO1025'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MO1025'SURFACED ROAD FOR 0.3 MILE TO HIGHWAY 30.  TURN RIGHT AND GO
 MO1025'EASTERLY ON HIGHWAY 30 FOR 1.1 MILES TO A GRAVEL DRIVE ON THE
 MO1025'LEFT AND THE AZIMUTH MARK ON THE LEFT.
 MO1025'
 MO1025'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0591 ***********************************************************************
 NQ0591  DESIGNATION -  BLUE
 NQ0591  PID         -  NQ0591
 NQ0591  STATE/COUNTY-  WY/CONVERSE
 NQ0591  USGS QUAD   -  SUNDQUIST RANCH (1974)
 NQ0591
 NQ0591                         *CURRENT SURVEY CONTROL
 NQ0591  ___________________________________________________________________
 NQ0591* NAD 83(1993)-  42 59 48.65060(N)    105 29 27.08464(W)     ADJUSTED  
 NQ0591* NAVD 88     -      1681.8    (meters)    5518.     (feet)  VERTCON   
 NQ0591  ___________________________________________________________________
 NQ0591  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 NQ0591  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 NQ0591
 NQ0591  HORZ ORDER  -  THIRD
 NQ0591
 NQ0591.The horizontal coordinates were established by classical geodetic methods
 NQ0591.and adjusted by the National Geodetic Survey in January 1997..
 NQ0591
 NQ0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0591
 NQ0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0591
 NQ0591.The geoid height was determined by GEOID03.
 NQ0591
 NQ0591;                    North         East     Units Scale Factor Converg.
 NQ0591;SPC WY E     -   277,354.569   173,565.510   MT  0.99994609   -0 13 15.9
 NQ0591;UTM  13      - 4,760,581.585   459,988.987   MT  0.99961969   -0 20 05.1
 NQ0591
 NQ0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0591!SPC WY E     -   0.99973863  x   0.99994609  =   0.99968473
 NQ0591!UTM  13      -   0.99973863  x   0.99961969  =   0.99935842
 NQ0591
 NQ0591:                Primary Azimuth Mark                     Grid Az
 NQ0591:SPC WY E     -  SAGE                                     297 22 05.8
 NQ0591:UTM  13      -  SAGE                                     297 28 55.0
 NQ0591
 NQ0591|---------------------------------------------------------------------|
 NQ0591| PID    Reference Object                     Distance      Geod. Az  |
 NQ0591|                                                           dddmmss.s |
 NQ0591| OU0421 SAGE                                APPROX. 5.4 KM 2970849.9 |
 NQ0591|---------------------------------------------------------------------|
 NQ0591
 NQ0591                          SUPERSEDED SURVEY CONTROL
 NQ0591
 NQ0591  NAD 83(1986)-  42 59 48.63039(N)    105 29 27.06873(W) AD(       ) 3
 NQ0591  NAD 27      -  42 59 48.74953(N)    105 29 25.11363(W) AD(       ) 3
 NQ0591  NGVD 29 (07/19/86) 1680.9    (m)         5515.     (f) VERT ANG       
 NQ0591
 NQ0591.Superseded values are not recommended for survey control.
 NQ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0591.See file dsdata.txt to determine how the superseded data were derived.
 NQ0591
 NQ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5998960582(NAD 83)
 NQ0591_MARKER: DD = SURVEY DISK
 NQ0591_SETTING: 0 = UNSPECIFIED SETTING
 NQ0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0591
 NQ0591  HISTORY     - Date     Condition        Report By
 NQ0591  HISTORY     - 1948     MONUMENTED       USGS
 NQ0591
 NQ0591                          STATION DESCRIPTION
 NQ0591
 NQ0591'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0591'LOCATED ON THE SE. END OF A LONG ROLLING RIDGE, OVERLOOKING SAGE CREEK
 NQ0591'VALLEY TO THE W. AND BOX CREEK VALLEY TO THE N.  LOCATED IN THE NW.
 NQ0591'1/4 SEC. 22, T 35 N, R 72 W.
 NQ0591'
 NQ0591'TO REACH FROM DOUGLAS, FROM CHICAGO AND NORTHWESTERN RAILROAD DEPOT,
 NQ0591'GO N. AND W. ON U.S. HIGHWAY 20 FOR 2.40 MI. TO T-RD. N., TAKE RIGHT
 NQ0591'FORK (N.) AND GO 2.35 MI. TO RD. FORKS N. AND W., TAKE LEFT FORK (W.)
 NQ0591'AND GO 3.35 MI. TO RAILROAD CROSSING, CROSS TRACKS AND CONTINUE ON
 NQ0591'MAIN RD. FOR 1.70 MI. CROSSING NORTH PLATTE RIVER TO RAILROAD
 NQ0591'UNDERPASS, CONTINUE N. 0.50 MI. TO WHERE RD. BENDS NW., GO THROUGH
 NQ0591'GATE N., CONTINUE N. FOR 9.50 MI. TO FENCE CORNER AT FENCE W. AND S.,
 NQ0591'TURN SLIGHTLY S. OF E. AND GO 0.30 MI. TO STATION.
 NQ0591'
 NQ0591'STATION MARK--STANDARD TABLET STAMPED ---BLUE 1947--- SET IN CONCRETE
 NQ0591'POST.
 NQ0591'
 NQ0591'REFERENCE MARK NO. 1--3/4 IN. IRON PIPE EXTENDING 6 IN. ABOVE GROUND,
 NQ0591'36.40 FT. FROM STATION, N 86 DEG 07 MIN E.
 NQ0591'
 NQ0591'REFERENCE MARK NO. 2--3/4 IN. IRON PIPE EXTENDING 6 IN. ABOVE GROUND,
 NQ0591'24.65 FT. FROM STATION, S 05 DEG 48 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0512 ***********************************************************************
 MQ0512  DESIGNATION -  BLUE RIM
 MQ0512  PID         -  MQ0512
 MQ0512  STATE/COUNTY-  WY/SWEETWATER
 MQ0512  USGS QUAD   -  AUSTIN RANCH (1980)
 MQ0512
 MQ0512                         *CURRENT SURVEY CONTROL
 MQ0512  ___________________________________________________________________
 MQ0512* NAD 83(1993)-  41 44 35.53962(N)    109 34 50.19494(W)     ADJUSTED  
 MQ0512* NAVD 88     -      2093.     (meters)    6867.     (feet)  VERTCON   
 MQ0512  ___________________________________________________________________
 MQ0512  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 MQ0512  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 MQ0512
 MQ0512  HORZ ORDER  -  THIRD
 MQ0512
 MQ0512.The horizontal coordinates were established by classical geodetic methods
 MQ0512.and adjusted by the National Geodetic Survey in January 1997..
 MQ0512
 MQ0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0512
 MQ0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0512
 MQ0512.The geoid height was determined by GEOID03.
 MQ0512
 MQ0512;                    North         East     Units Scale Factor Converg.
 MQ0512;SPC WYWC     -   138,390.557   530,911.406   MT  0.99999622   -0 33 10.9
 MQ0512;UTM  12      - 4,622,238.688   618,023.353   MT  0.99977141   +0 56 42.5
 MQ0512
 MQ0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0512!SPC WYWC     -   0.99967409  x   0.99999622  =   0.99967031
 MQ0512!UTM  12      -   0.99967409  x   0.99977141  =   0.99944557
 MQ0512
 MQ0512:                Primary Azimuth Mark                     Grid Az
 MQ0512:SPC WYWC     -  HORSE                                    153 24 52.6
 MQ0512:UTM  12      -  HORSE                                    151 54 59.2
 MQ0512
 MQ0512|---------------------------------------------------------------------|
 MQ0512| PID    Reference Object                     Distance      Geod. Az  |
 MQ0512|                                                           dddmmss.s |
 MQ0512| MQ0472 HORSE                               APPROX.15.0 KM 1525141.7 |
 MQ0512|---------------------------------------------------------------------|
 MQ0512
 MQ0512                          SUPERSEDED SURVEY CONTROL
 MQ0512
 MQ0512  NAD 83(1986)-  41 44 35.53039(N)    109 34 50.18890(W) AD(       ) 3
 MQ0512  NAD 27      -  41 44 35.67236(N)    109 34 47.67067(W) AD(       ) 3
 MQ0512  NGVD 29 (07/19/86) 2092.     (m)         6864.     (f) VERT ANG       
 MQ0512
 MQ0512.Superseded values are not recommended for survey control.
 MQ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0512.See file dsdata.txt to determine how the superseded data were derived.
 MQ0512
 MQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM1802322239(NAD 83)
 MQ0512
 MQ0512  HISTORY     - Date     Condition        Report By
 MQ0512  HISTORY     - 1958     MONUMENTED       USGS
 MQ0512  HISTORY     - 1962     GOOD             USGS
 MQ0512
 MQ0512                          STATION DESCRIPTION
 MQ0512
 MQ0512'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MQ0512'LOCATED ABOUT 20 MI. (AIRLINE) NW. OF GREEN RIVER, WYOMING, AND ABOUT
 MQ0512'0.4 MI. (AIRLINE) W. OF THE BLUE RIM ROAD, ON TOP OF A PROMINENT FLAT
 MQ0512'TOP MESA.
 MQ0512'
 MQ0512'TO REACH FROM GREEN RIVER POST OFFICE, GO W. ON U.S. HIGHWAY 30 3.6
 MQ0512'MI. TO THE BLUE RIM ROAD, TURN RIGHT (N.) ON BLUE RIM ROAD, GO 18.2
 MQ0512'MI. N. ALONG BLUE RIM ROAD, TURN LEFT ABOUT 0.2 MI. TO END OF TRUCK
 MQ0512'TRAVEL.  PACK W. TO TOP OF MESA AND STATION SITE.
 MQ0512'
 MQ0512'RECOVERED.
 MQ0512'
 MQ0512'STATION MARK--STANDARD TABLET, WELDED TO TOP OF A 1 IN. PIPE,
 MQ0512'STAMPED ---BLUE RIM 1958---, PROJECTING 0.7 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0313 ***********************************************************************
 NS0313  DESIGNATION -  BLUE SPRINGS
 NS0313  PID         -  NS0313
 NS0313  STATE/COUNTY-  WY/FREMONT
 NS0313  USGS QUAD   -  WIND RIVER (1975)
 NS0313
 NS0313                         *CURRENT SURVEY CONTROL
 NS0313  ___________________________________________________________________
 NS0313* NAD 83(1993)-  42 54 40.93250(N)    108 59 32.73648(W)     ADJUSTED  
 NS0313* NAVD 88     -      2569.1    (meters)    8429.     (feet)  VERTCON   
 NS0313  ___________________________________________________________________
 NS0313  LAPLACE CORR-         -25.77  (seconds)                    DEFLEC99
 NS0313  GEOID HEIGHT-         -10.07  (meters)                     GEOID03
 NS0313
 NS0313  HORZ ORDER  -  THIRD
 NS0313
 NS0313.The horizontal coordinates were established by classical geodetic methods
 NS0313.and adjusted by the National Geodetic Survey in January 1997..
 NS0313
 NS0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0313
 NS0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0313
 NS0313.The geoid height was determined by GEOID03.
 NS0313
 NS0313;                    North         East     Units Scale Factor Converg.
 NS0313;SPC WYWC     -   267,836.849   580,205.128   MT  0.99994232   -0 09 54.2
 NS0313;UTM  12      - 4,752,927.812   663,871.479   MT  0.99993037   +1 22 01.9
 NS0313
 NS0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0313!SPC WYWC     -   0.99959884  x   0.99994232  =   0.99954118
 NS0313!UTM  12      -   0.99959884  x   0.99993037  =   0.99952924
 NS0313
 NS0313:                Primary Azimuth Mark                     Grid Az
 NS0313:SPC WYWC     -  FORT WASHAKIE                            041 41 23.0
 NS0313:UTM  12      -  FORT WASHAKIE                            040 09 26.9
 NS0313
 NS0313|---------------------------------------------------------------------|
 NS0313| PID    Reference Object                     Distance      Geod. Az  |
 NS0313|                                                           dddmmss.s |
 NS0313| OW0289 FORT WASHAKIE                       APPROX.13.7 KM 0413128.8 |
 NS0313|---------------------------------------------------------------------|
 NS0313
 NS0313                          SUPERSEDED SURVEY CONTROL
 NS0313
 NS0313  NAD 83(1986)-  42 54 40.91404(N)    108 59 32.74291(W) AD(       ) 3
 NS0313  NGVD 29 (11/06/89) 2567.9    (m)         8425.     (f) VERT ANG       
 NS0313
 NS0313.Superseded values are not recommended for survey control.
 NS0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0313.See file dsdata.txt to determine how the superseded data were derived.
 NS0313
 NS0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6387152928(NAD 83)
 NS0313_MARKER: DD = SURVEY DISK
 NS0313_SETTING: 0 = UNSPECIFIED SETTING
 NS0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0313
 NS0313  HISTORY     - Date     Condition        Report By
 NS0313  HISTORY     - 1950     MONUMENTED       USGS
 NS0313
 NS0313                          STATION DESCRIPTION
 NS0313
 NS0313'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0313'STATION IS LOCATED APPROXIMATELY 15 MI. AIRLINE NW. OF LANDER AND 0.5
 NS0313'MI. SE. OF BLUE SPRINGS ON HIGH BLUFF WHICH OVERLOOKS BLUE SPRINGS,
 NS0313'NEAR SEC. COR. BETWEEN SECS. 3 AND 4, T 2 S, R 2 W.
 NS0313'
 NS0313'TO REACH STATION FROM FT. WASHAKIE, GO S. FROM CONOCO GASOLINE STATION
 NS0313'(ON U.S. HIGHWAY 287) 1.0 MI. TO ETHETE-WIND RIVER CROSSROADS, WITH
 NS0313'L.D.S. CHURCH ON RIGHT, TURN RIGHT AND GO SW. TO WIND RIVER, AN INDIAN
 NS0313'VILLAGE 0.7 MI. FROM CROSSROADS, KEEP ON GRAVEL-SURFACED RD. STRAIGHT
 NS0313'AHEAD (W.) 2.6 MI. TO Y-FORK, TURN LEFT (SW.) AND CONTINUE ON GRADED
 NS0313'GRAVEL-SURFACED RD. FOR 1.8 MI., HERE GRAVEL ENDS.  TAKE RIGHT FORK
 NS0313'FOR 0.4 MI. TO --Y--, TURN LEFT AND CONTINUE FOR 0.9 MI. TO GATE WITH
 NS0313'LOG CORRAL ON LEFT, CONTINUE ON OLD LOGGING RD. UP SWITCH-BACKS FOR
 NS0313'3.4 MI. TO WHERE RD. DROPS OVER SHOULDER OF ANTI-CLINE INTO CANYON,
 NS0313'TURN LEFT AND CONTINUE CROSS-COUNTRY UP GRASS SLOPE IN A WSW.
 NS0313'DIRECTION FOR 0.4 MI. UNTIL REACHING TIMBER, HERE LEAVE TRUCK AND PACK
 NS0313'APPROXIMATELY 600 FT. UP THRU TIMBER TO HIGHEST POINT AND APEX OF
 NS0313'ANTI-CLINE.  STATION IS LOCATED ON HIGHEST POINT ABOUT 13 FT. E. FROM
 NS0313'THE EDGE OF THE BLUFF, WHICH DROPS OFF TO THE W.  A ROCK CAIRN 2 FT.
 NS0313'HIGH IS ADJACENT TO STATION SITE.
 NS0313'
 NS0313'STATION MARK--STANDARD USGS TABLET SET FLUSH IN BEDROCK OUTCROPPING,
 NS0313'STAMPED---WR-BLUE SPRINGS 1950 VA 8432---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0336 ***********************************************************************
 NR0336  DESIGNATION -  BLUFF
 NR0336  PID         -  NR0336
 NR0336  STATE/COUNTY-  WY/NATRONA
 NR0336  USGS QUAD   -  BROOKHURST (1984)
 NR0336
 NR0336                         *CURRENT SURVEY CONTROL
 NR0336  ___________________________________________________________________
 NR0336* NAD 83(1993)-  42 45 15.36497(N)    106 11 14.81230(W)     ADJUSTED  
 NR0336* NAVD 88     -      2235.2    (meters)    7333.     (feet)  VERTCON   
 NR0336  ___________________________________________________________________
 NR0336  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 NR0336  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NR0336
 NR0336  HORZ ORDER  -  SECOND
 NR0336
 NR0336.The horizontal coordinates were established by classical geodetic methods
 NR0336.and adjusted by the National Geodetic Survey in January 1997..
 NR0336
 NR0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0336
 NR0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0336
 NR0336.The geoid height was determined by GEOID03.
 NR0336
 NR0336;                    North         East     Units Scale Factor Converg.
 NR0336;SPC WYEC     -   350,993.850   493,802.732   MT  1.00004571   +0 46 40.6
 NR0336;SPC WY E     -   250,862.382   116,438.456   MT  1.00002337   -0 41 34.8
 NR0336;UTM  13      - 4,734,210.887   402,827.722   MT  0.99971617   -0 48 22.2
 NR0336
 NR0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0336!SPC WYEC     -   0.99965156  x   1.00004571  =   0.99969725
 NR0336!SPC WY E     -   0.99965156  x   1.00002337  =   0.99967492
 NR0336!UTM  13      -   0.99965156  x   0.99971617  =   0.99936783
 NR0336
 NR0336|---------------------------------------------------------------------|
 NR0336| PID    Reference Object                     Distance      Geod. Az  |
 NR0336|                                                           dddmmss.s |
 NR0336| NR0337 BLUFF                                 1.842 METERS 01139     |
 NR0336| CP4578 BLUFF RM 1                            8.645 METERS 17110     |
 NR0336| CP4577 BLUFF AZ MK                                        1834421.9 |
 NR0336| CP4579 BLUFF RM 2                            7.352 METERS 25540     |
 NR0336|---------------------------------------------------------------------|
 NR0336
 NR0336                          SUPERSEDED SURVEY CONTROL
 NR0336
 NR0336  NAD 83(1986)-  42 45 15.35018(N)    106 11 14.79315(W) AD(       ) 2
 NR0336  NAD 27      -  42 45 15.47700(N)    106 11 12.72400(W) AD(       ) 2
 NR0336  NGVD 29 (07/19/86) 2234.3    (m)         7330.     (f) VERT ANG       
 NR0336
 NR0336.Superseded values are not recommended for survey control.
 NR0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0336.See file dsdata.txt to determine how the superseded data were derived.
 NR0336
 NR0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH0282834211(NAD 83)
 NR0336_MARKER: DS = TRIANGULATION STATION DISK
 NR0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0336
 NR0336  HISTORY     - Date     Condition        Report By
 NR0336  HISTORY     - 1948     MONUMENTED       CGS
 NR0336
 NR0336                          STATION DESCRIPTION
 NR0336
 NR0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0336'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE SOUTHEAST OF
 NR0336'CASPER ON THE NORTH RIM AND EASTERN END OF CASPER MOUNTAIN.
 NR0336'IT IS ON A LOW POINT OF THE RIM 0.1 MILE EAST OF A PROMINENT
 NR0336'HIGH POINT.  THE STATION MARK PROJECTS 3 INCHES, IS SET 7
 NR0336'FEET SOUTH OF THE EDGE OF RIM AND 7 FEET SOUTHWEST OF A WHITE
 NR0336'WITNESS POST.  IT IS STAMPED, BLUFF 1948.
 NR0336'
 NR0336'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS 30 INCHES LOWER
 NR0336'THAN THE STATION MARK AND IS STAMPED, BLUFF NO. 1 1948.
 NR0336'
 NR0336'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 NR0336'AS THE STATION MARK AND IS STAMPED, BLUFF NO. 2 1948.
 NR0336'
 NR0336'REFERENCE MARK NO. 3 IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 NR0336'FLUSH IN BEDROCK, ON EDGE OF RIM AT SAME ELEVATION AS THE
 NR0336'STATION MARK.  IT IS STAMPED, BLUFF 1947.
 NR0336'
 NR0336'THE AZIMUTH MARK IS SET FLUSH 12 FEET NORTH OF A WHITE WITNESS
 NR0336'POST.  IT IS ON A LOW RIDGE IN WOODED AREA AT EDGE OF CLEARING.
 NR0336'IT IS APPROXIMATELY 150 FEET LOWER THAN THE STATION MARK.
 NR0336'IT IS STAMPED, BLUFF 1948.
 NR0336'
 NR0336'TO REACH THE STATION FROM SECOND STREET IN CASPER.  GO SOUTH ON
 NR0336'WOLCOTT STREET, THE CASPER MOUNTAIN ROAD.  5.1 MILES TO A FORK.
 NR0336'CONTINUE TO THE LEFT 3.0 MILES TO THE BROOKSIDE INN ON RIGHT.
 NR0336'CONTINUE 1.1 MILE TO A FORK AND END OF PAVEMENT.  TURN LEFT,
 NR0336'GO 0.5 MILE TO A FORK.  KEEP TO THE RIGHT.  GO 0.5 MILE TO A
 NR0336'FORK AT SIGN, PICNIC AREA, CRIMSON DAWN.  TURN RIGHT, FOLLOW
 NR0336'MAIN ROAD 2.3 MILES TO CRIMSON DAWN.  ON LEFT.  CONTINUE 2.95
 NR0336'MILES TO A FORK.  TURN LEFT, GO 1.85 MILE TO A ROAD LEFT.
 NR0336'TURN LEFT, FOLLOW DIM ROAD 1.55 MILE, THEN TURN LEFT, GO 0.2
 NR0336'MILE TO EDGE OF RIM AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0337 ***********************************************************************
 NR0337  DESIGNATION -  BLUFF
 NR0337  PID         -  NR0337
 NR0337  STATE/COUNTY-  WY/NATRONA
 NR0337  USGS QUAD   -  BROOKHURST (1984)
 NR0337
 NR0337                         *CURRENT SURVEY CONTROL
 NR0337  ___________________________________________________________________
 NR0337* NAD 83(1993)-  42 45 15.42343(N)    106 11 14.79594(W)     ADJUSTED  
 NR0337* NAVD 88     -      2239.     (meters)    7346.     (feet)  SCALED    
 NR0337  ___________________________________________________________________
 NR0337  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 NR0337  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NR0337
 NR0337  HORZ ORDER  -  SECOND
 NR0337
 NR0337.The horizontal coordinates were established by classical geodetic methods
 NR0337.and adjusted by the National Geodetic Survey in January 1997..
 NR0337
 NR0337.The orthometric height was scaled from a topographic map.
 NR0337
 NR0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0337
 NR0337.The geoid height was determined by GEOID03.
 NR0337
 NR0337;                    North         East     Units Scale Factor Converg.
 NR0337;SPC WYEC     -   350,995.659   493,803.079   MT  1.00004571   +0 46 40.6
 NR0337;SPC WY E     -   250,864.182   116,438.850   MT  1.00002337   -0 41 34.8
 NR0337;UTM  13      - 4,734,212.685   402,828.119   MT  0.99971617   -0 48 22.2
 NR0337
 NR0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0337!SPC WYEC     -   0.99965098  x   1.00004571  =   0.99969667
 NR0337!SPC WY E     -   0.99965098  x   1.00002337  =   0.99967434
 NR0337!UTM  13      -   0.99965098  x   0.99971617  =   0.99936725
 NR0337
 NR0337                          SUPERSEDED SURVEY CONTROL
 NR0337
 NR0337  NAD 83(1986)-  42 45 15.40865(N)    106 11 14.77679(W) AD(       ) 2
 NR0337  NAD 27      -  42 45 15.53500(N)    106 11 12.70800(W) AD(       ) 2
 NR0337
 NR0337.Superseded values are not recommended for survey control.
 NR0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0337.See file dsdata.txt to determine how the superseded data were derived.
 NR0337
 NR0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH0282834213(NAD 83)
 NR0337_MARKER: DD = SURVEY DISK
 NR0337_SETTING: 66 = SET IN ROCK OUTCROP
 NR0337_SP_SET: PARTIALLY EXPOSED BEDROCK
 NR0337
 NR0337  HISTORY     - Date     Condition        Report By
 NR0337  HISTORY     - 1948     MONUMENTED       USGS
 NR0337
 NR0337                          STATION DESCRIPTION
 NR0337
 NR0337'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0337'STATION BLUFF IS LOCATED ABOUT 9 MILES AIRLINE SOUTHEAST OF
 NR0337'CASPER ON THE NORTH RIM AND EASTERN END OF CASPER MOUNTAIN.
 NR0337'IT IS ON A LOW POINT OF THE RIM 0.1 MILE EAST OF A PROMINENT
 NR0337'HIGH POINT.  THE STATION MARK PROJECTS 3 INCHES, IS SET 7
 NR0337'FEET SOUTH OF THE EDGE OF RIM AND 7 FEET SOUTHWEST OF A WHITE
 NR0337'WITNESS POST.
 NR0337'
 NR0337'REFERENCE MARK NO. 3 IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 NR0337'FLUSH IN BEDROCK, ON EDGE OF RIM AT SAME ELEVATION AS THE
 NR0337'STATION BLUFF.  IT IS STAMPED, BLUFF 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0809 ***********************************************************************
 OX0809  DESIGNATION -  BLUFF
 OX0809  PID         -  OX0809
 OX0809  STATE/COUNTY-  WY/TETON
 OX0809  USGS QUAD   -  JACKSON (1996)
 OX0809
 OX0809                         *CURRENT SURVEY CONTROL
 OX0809  ___________________________________________________________________
 OX0809* NAD 83(1993)-  43 26 11.39859(N)    110 51 44.74852(W)     ADJUSTED  
 OX0809* NAVD 88     -      1893.7    (meters)    6213.     (feet)  VERTCON   
 OX0809  ___________________________________________________________________
 OX0809  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 OX0809  GEOID HEIGHT-          -9.92  (meters)                     GEOID03
 OX0809
 OX0809  HORZ ORDER  -  FIRST
 OX0809
 OX0809.The horizontal coordinates were established by classical geodetic methods
 OX0809.and adjusted by the National Geodetic Survey in January 1997..
 OX0809
 OX0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0809
 OX0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0809
 OX0809.The geoid height was determined by GEOID03.
 OX0809
 OX0809;                    North         East     Units Scale Factor Converg.
 OX0809;SPC WY W     -   426,439.389   736,927.073   MT  0.99998642   -0 32 08.5
 OX0809;UTM  12      - 4,809,298.381   511,133.392   MT  0.99960152   +0 05 40.5
 OX0809
 OX0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0809!SPC WY W     -   0.99970469  x   0.99998642  =   0.99969111
 OX0809!UTM  12      -   0.99970469  x   0.99960152  =   0.99930632
 OX0809
 OX0809|---------------------------------------------------------------------|
 OX0809| PID    Reference Object                     Distance      Geod. Az  |
 OX0809|                                                           dddmmss.s |
 OX0809| CP4572 BLUFF RM 1                            7.658 METERS 25530     |
 OX0809| CP4573 BLUFF RM 2                           10.265 METERS 32832     |
 OX0809| CP4571 BLUFF AZ MK                                        3392639.5 |
 OX0809|---------------------------------------------------------------------|
 OX0809
 OX0809                          SUPERSEDED SURVEY CONTROL
 OX0809
 OX0809  NAD 83(1993)-  43 26 11.39479(N)    110 51 44.74295(W) AD(       ) 1
 OX0809  NAD 83(1986)-  43 26 11.38868(N)    110 51 44.73553(W) AD(       ) 1
 OX0809  NAD 27      -  43 26 11.65200(N)    110 51 41.98300(W) AD(       ) 1
 OX0809  NGVD 29 (07/19/86) 1892.4    (m)         6209.     (f) VERT ANG       
 OX0809
 OX0809.Superseded values are not recommended for survey control.
 OX0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0809.See file dsdata.txt to determine how the superseded data were derived.
 OX0809
 OX0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1113309298(NAD 83)
 OX0809_MARKER: DS = TRIANGULATION STATION DISK
 OX0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0809
 OX0809  HISTORY     - Date     Condition        Report By
 OX0809  HISTORY     - 1946     MONUMENTED       CGS
 OX0809  HISTORY     - 1963     GOOD             USGS
 OX0809
 OX0809                          STATION DESCRIPTION
 OX0809
 OX0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0809'THE STATION IS LOCATED ABOUT 6 MILES, AIRLINE, SOUTHWEST
 OX0809'OF JACKSON, 4-1/4 MILES, AIRLINE, SOUTH OF WILSON, ON A
 OX0809'BENCH 1/2 MILE SOUTHWEST OF THE SNAKE RIVER, 1/2 MILE SOUTH
 OX0809'OF A BRIDGE OVER MOSQUITO CREEK, 1/2 MILE NORTH BY WEST OF
 OX0809'A LOG CABIN, AND 200 YARDS NORTH BY EAST OF RIVER BLUFF
 OX0809'RANCH HOUSE.
 OX0809'
 OX0809'THE STATION MARK IS A STANDARD DISC SET IN THE TOP OF A 9
 OX0809'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 OX0809'OF THE GROUND.  IT IS 15 FEET NORTHWEST OF A TELEPHONE POLE,
 OX0809'150 FEET NORTH OF A GRAVELED ROAD, AND 66.5 FEET WEST OF
 OX0809'A FENCE LINE.  IS STAMPED BLUFF 1946.
 OX0809'
 OX0809'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF A
 OX0809'9 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND IS
 OX0809'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IS
 OX0809'STAMPED BLUFF NO 1 1946.
 OX0809'
 OX0809'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF A
 OX0809'9 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND IS
 OX0809'THE SAME ELEVATION AS THE STATION MARK.  IS STAMPED BLUFF NO 2
 OX0809'1946.
 OX0809'
 OX0809'THE AZIMUTH MARK IS A STANDARD DISC SET IN THE TOP OF A 9 INCH
 OX0809'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 OX0809'GROUND.  IT IS 0.2 MILE SOUTH OF THE BRIDGE OVER THE SNAKE
 OX0809'RIVER, 50 FEET WEST OF THE CENTER LINE OF THE ROAD AT A POINT
 OX0809'WHERE ROAD CURVES, 10 FEET WEST OF A FENCE LINE, AND 8 FEET
 OX0809'SOUTH- SOUTHWEST OF THE CENTER OF AN OLD TRACK ROAD.  IT IS
 OX0809'STAMPED BLUFF 1946.
 OX0809'
 OX0809'TO REACH THE STATION FROM THE POST OFFICE IN WILSON GO WEST
 OX0809'0.1 MILE TO A ROAD LEFT AT SERVICE STATION.  TURN LEFT AND
 OX0809'DIRT ROAD AND GO 4.65 MILE TO A BRIDGE OVER MOSQUITO CREEK.
 OX0809'CONTINUE 0.5 MILE TO TOP OF HILL AT A POINT WHERE ROAD MAKES
 OX0809'A RIGHT TURN.  THE STATION IS ON THE LEFT.  A DRIVE STATION.
 OX0809
 OX0809                          STATION RECOVERY (1963)
 OX0809
 OX0809'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0809'RECOVERED.
 OX0809'
 OX0809'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---BLUFF 1946---,
 OX0809'SET IN TOP OF A 9 IN. SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0382 ***********************************************************************
 OU0382  DESIGNATION -  BLUFF
 OU0382  PID         -  OU0382
 OU0382  STATE/COUNTY-  WY/NIOBRARA
 OU0382  USGS QUAD   -  SOUTH OAT CREEK (1978)
 OU0382
 OU0382                         *CURRENT SURVEY CONTROL
 OU0382  ___________________________________________________________________
 OU0382* NAD 83(1993)-  43 01 44.00954(N)    104 12 33.66195(W)     ADJUSTED  
 OU0382* NAVD 88     -      1459.4    (meters)    4788.     (feet)  VERTCON   
 OU0382  ___________________________________________________________________
 OU0382  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 OU0382  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 OU0382
 OU0382  HORZ ORDER  -  SECOND
 OU0382
 OU0382.The horizontal coordinates were established by classical geodetic methods
 OU0382.and adjusted by the National Geodetic Survey in January 1998..
 OU0382
 OU0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0382
 OU0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0382
 OU0382.The geoid height was determined by GEOID03.
 OU0382
 OU0382;                    North         East     Units Scale Factor Converg.
 OU0382;SPC WY E     -   281,308.004   278,019.279   MT  1.00001236   +0 39 11.8
 OU0382;SPC NE       -   363,180.878   157,057.271   MT  1.00001339   -2 47 22.3
 OU0382;SPC SD S     -    84,640.376   284,221.394   MT  0.99995944   -2 40 26.0
 OU0382;SPC SD S     -   277,690.97    932,483.02   sFT  0.99995944   -2 40 26.0
 OU0382;UTM  13      - 4,764,326.443   564,414.476   MT  0.99965104   +0 32 22.3
 OU0382
 OU0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0382!SPC WY E     -   0.99977350  x   1.00001236  =   0.99978586
 OU0382!SPC NE       -   0.99977350  x   1.00001339  =   0.99978689
 OU0382!SPC SD S     -   0.99977350  x   0.99995944  =   0.99973295
 OU0382!UTM  13      -   0.99977350  x   0.99965104  =   0.99942462
 OU0382
 OU0382:                Primary Azimuth Mark                     Grid Az
 OU0382:SPC WY E     -  BOUNDARY MP 4 SD WY                      074 48 06.2
 OU0382:SPC NE       -  BOUNDARY MP 4 SD WY                      078 14 40.3
 OU0382:SPC SD S     -  BOUNDARY MP 4 SD WY                      078 07 44.0
 OU0382:UTM  13      -  BOUNDARY MP 4 SD WY                      074 54 55.7
 OU0382
 OU0382|---------------------------------------------------------------------|
 OU0382| PID    Reference Object                     Distance      Geod. Az  |
 OU0382|                                                           dddmmss.s |
 OU0382| OU0379 BOUNDARY MP 4 SD WY                 APPROX.13.1 KM 0752718.0 |
 OU0382| CP9680 BLUFF RM                                           23141     |
 OU0382|---------------------------------------------------------------------|
 OU0382
 OU0382                          SUPERSEDED SURVEY CONTROL
 OU0382
 OU0382  NAD 83(1993)-  43 01 44.00936(N)    104 12 33.66215(W) AD(       ) 2
 OU0382  NAD 83(1986)-  43 01 43.98834(N)    104 12 33.64599(W) AD(       ) 2
 OU0382  NAD 27      -  43 01 44.10000(N)    104 12 31.85400(W) AD(       ) 2
 OU0382  NGVD 29 (07/19/86) 1458.8    (m)         4786.     (f) VERT ANG       
 OU0382
 OU0382.Superseded values are not recommended for survey control.
 OU0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0382.See file dsdata.txt to determine how the superseded data were derived.
 OU0382
 OU0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH6441464326(NAD 83)
 OU0382_MARKER: DS = TRIANGULATION STATION DISK
 OU0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0382_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OU0382
 OU0382  HISTORY     - Date     Condition        Report By
 OU0382  HISTORY     - 1912     MONUMENTED       CGS
 OU0382  HISTORY     - 1988     GOOD             BLM
 OU0382
 OU0382                          STATION DESCRIPTION
 OU0382
 OU0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OU0382'ABOUT 30 MILES WEST OF ARDMORE, 12 MILES NORTH-OF-WEST OF HERMANN
 OU0382'RANCH, AND 9 MILES N. 78 DEG W. FROM BOUNDARY MONUMENT COMMON
 OU0382'TO NORTHWEST CORNER OF NEBRASKA, SOUTHWEST CORNER OF SOUTH DAKOTA,
 OU0382'AND EAST LINE OF WYOMING, ON MOST NORTHEASTERLY OF HIGH
 OU0382'FLAT-TOPPED BUTTES IN VICINITY, ON NORTHEAST EDGE OF HIGHEST KNOB
 OU0382'ALONG NORTH BLUFF AND 10 METERS (33 FEET) BACK FROM EDGE OF
 OU0382'BLUFF.  SURFACE MARK IS STANDARD STATION DISK IN
 OU0382'CONCRETE-FILLED, GALVANIZED-IRON PIPE 7 INCHES IN DIAMETER.
 OU0382'UNDERGROUND MARK IS COPPER BOLT IN CONCRETE.  REFERENCE
 OU0382'MARK IS STANDARD REFERENCE DISK IN CONCRETE, 204.667
 OU0382'METERS (671.48 FEET) FROM STATION S 51 DEG 40 MIN W.
 OU0382'ELEVATION--1,459 METERS (4.787 FEET).
 OU0382
 OU0382                          STATION RECOVERY (1988)
 OU0382
 OU0382'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1988 (DP)
 OU0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0474 ***********************************************************************
 PX0474  DESIGNATION -  BLUFF
 PX0474  PID         -  PX0474
 PX0474  STATE/COUNTY-  WY/PARK
 PX0474  USGS QUAD   -  ELK BASIN NW (1966)
 PX0474
 PX0474                         *CURRENT SURVEY CONTROL
 PX0474  ___________________________________________________________________
 PX0474* NAD 83(1993)-  44 52 29.53263(N)    108 53 18.27395(W)     ADJUSTED  
 PX0474* NAVD 88     -      1548.5    (meters)    5080.     (feet)  VERTCON   
 PX0474  ___________________________________________________________________
 PX0474  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 PX0474  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 PX0474
 PX0474  HORZ ORDER  -  THIRD
 PX0474
 PX0474.The horizontal coordinates were established by classical geodetic methods
 PX0474.and adjusted by the National Geodetic Survey in January 1997..
 PX0474
 PX0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0474
 PX0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0474
 PX0474.The geoid height was determined by GEOID03.
 PX0474
 PX0474;                    North         East     Units Scale Factor Converg.
 PX0474;SPC WYWC     -   485,968.825   589,063.811   MT  0.99993897   -0 05 51.6
 PX0474;UTM  12      - 4,971,219.191   666,787.699   MT  0.99994208   +1 29 24.7
 PX0474
 PX0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0474!SPC WYWC     -   0.99975929  x   0.99993897  =   0.99969827
 PX0474!UTM  12      -   0.99975929  x   0.99994208  =   0.99970138
 PX0474
 PX0474:                Primary Azimuth Mark                     Grid Az
 PX0474:SPC WYWC     -  MILES                                    191 34 07.0
 PX0474:UTM  12      -  MILES                                    189 58 50.7
 PX0474
 PX0474|---------------------------------------------------------------------|
 PX0474| PID    Reference Object                     Distance      Geod. Az  |
 PX0474|                                                           dddmmss.s |
 PX0474| PX0491 MILES                               APPROX. 8.3 KM 1912815.4 |
 PX0474|---------------------------------------------------------------------|
 PX0474
 PX0474                          SUPERSEDED SURVEY CONTROL
 PX0474
 PX0474  NAD 83(1986)-  44 52 29.52114(N)    108 53 18.26119(W) AD(       ) 3
 PX0474  NGVD 29 (09/11/89) 1547.5    (m)         5077.     (f) VERT ANG       
 PX0474
 PX0474.Superseded values are not recommended for survey control.
 PX0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0474.See file dsdata.txt to determine how the superseded data were derived.
 PX0474
 PX0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6678871219(NAD 83)
 PX0474_MARKER: DS = TRIANGULATION STATION DISK
 PX0474_SETTING: 0 = UNSPECIFIED SETTING
 PX0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0474
 PX0474  HISTORY     - Date     Condition        Report By
 PX0474  HISTORY     - 1943     MONUMENTED       USGS
 PX0474
 PX0474                          STATION DESCRIPTION
 PX0474
 PX0474'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 PX0474'LOCATED IN S.35 T.57N., R.100 W., ABOUT 9 MI. N. AND 7 MI. W. OF
 PX0474'POWELL, WYOMING ON THE WESTERN EXTREMITY OF A LARGE FLAT MESA, KNOWN
 PX0474'AS POLECAT BENCH.
 PX0474'
 PX0474'TO REACH STATION FROM POST OFFICE AT POWELL, FOLLOW SURFACED HIGHWAY
 PX0474'TOWARD ELK BASIN FOR 11.3 MI. TO JUNCTION OF OILED RD. TO LEFT.  A
 PX0474'CONTINENTAL OIL COMPANY SIGN READS, (SOUTH ELK BASIN FIELD 1 MI.).
 PX0474'TAKE LEFT RD. AND FOLLOW FOR 1.3 MI. TO T-JUNCTION, OF OILED RDS.
 PX0474'CONTINUE STRAIGHT AHEAD ALONG POWER LINE FOR 0.5 MI. TO WHERE PIPE
 PX0474'LINE AND TELEPHONE LINE CROSSES RD.  MAKE RIGHT ANGLE TURN TO LEFT AND
 PX0474'FOLLOW TELEPHONE LINE FOR 2.4 MI. TO DIM RD. RIGHT.  TAKE RIGHT RD.
 PX0474'AND FOLLOW FOR 1.2 MI. TO DIM RD. NW. WHICH CROSSES A FLAT BENCH AND
 PX0474'CLIMBS TO TOP OF SMALL WHITE HILL AND TURNS W. TO EDGE OF BENCH AND
 PX0474'STATION SITE.  DISTANCE ABOUT 1.2 MI.
 PX0474'
 PX0474'STATION MARK - STANDARD TABLET STAMPED---BLUFF ELEV.5074--- CEMENTED
 PX0474'IN CEMENT POST.
 PX0474'
 PX0474'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0094 ***********************************************************************
 OW0094  DESIGNATION -  BM
 OW0094  PID         -  OW0094
 OW0094  STATE/COUNTY-  WY/FREMONT
 OW0094  USGS QUAD   -  MORTON (1978)
 OW0094
 OW0094                         *CURRENT SURVEY CONTROL
 OW0094  ___________________________________________________________________
 OW0094* NAD 83(1986)-  43 11 36.     (N)    108 45 09.     (W)     SCALED    
 OW0094* NAVD 88     -      1655.374  (meters)    5431.01   (feet)  ADJUSTED  
 OW0094  ___________________________________________________________________
 OW0094  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 OW0094  DYNAMIC HT  -        1654.287 (meters)    5427.44  (feet)  COMP
 OW0094  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 OW0094
 OW0094  VERT ORDER  -  SECOND    CLASS 0
 OW0094
 OW0094.The horizontal coordinates were scaled from a topographic map and have
 OW0094.an estimated accuracy of +/- 6 seconds.
 OW0094
 OW0094.The orthometric height was determined by differential leveling
 OW0094.and adjusted by the National Geodetic Survey in June 1991..
 OW0094
 OW0094.The geoid height was determined by GEOID03.
 OW0094
 OW0094.The dynamic height is computed by dividing the NAVD 88
 OW0094.geopotential number by the normal gravity value computed on the
 OW0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0094.degrees latitude (g = 980.6199 gals.).
 OW0094
 OW0094.The modeled gravity was interpolated from observed gravity values.
 OW0094
 OW0094;                    North         East    Units  Estimated Accuracy
 OW0094;SPC WYWC     -   299,130.      599,800.      MT  (+/- 180 meters Scaled)
 OW0094
 OW0094                          SUPERSEDED SURVEY CONTROL
 OW0094
 OW0094  NGVD 29 (??/??/92) 1654.358  (m)         5427.67   (f) ADJ UNCH    2 0
 OW0094
 OW0094.Superseded values are not recommended for survey control.
 OW0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0094.See file dsdata.txt to determine how the superseded data were derived.
 OW0094
 OW0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN826847(NAD 83)
 OW0094_MARKER: DD = SURVEY DISK
 OW0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0094_SP_SET: SPILLWAY
 OW0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0094
 OW0094  HISTORY     - Date     Condition        Report By
 OW0094  HISTORY     - UNK      MONUMENTED       BOR
 OW0094  HISTORY     - 1934     GOOD             NGS
 OW0094
 OW0094                          STATION DESCRIPTION
 OW0094
 OW0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OW0094'60.8 MI E FROM DUBOIS.
 OW0094'ABOUT 60.8 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0094'DUBOIS, FREMONT COUNTY, ABOUT 22.2 MILES WEST OF RIVERTON, ABOUT 12.2
 OW0094'MILES EAST OF THE WIND RIVER DIVERSION DAM, AT THE PILOT BUTTE
 OW0094'SPILLWAY, IN THE TOP OF THE HEAD WALL LEADING NORTH AND SOUTH OF THE
 OW0094'NORTH SPILLWAY, AT A FLOOD GATE WHEEL, 51.5 FEET NORTHWEST OF THE
 OW0094'CENTER OF A NORTH-AND-SOUTH ROAD CROSSING, 19.6 FEET WEST OF THE
 OW0094'CENTER LINE OF THE CROSSROAD, 41.4 FEET NORTH OF THE CENTER LINE OF
 OW0094'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A UNITED STATES
 OW0094'RECLAMATION SERVICE STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0087 ***********************************************************************
 OX0087  DESIGNATION -  BM
 OX0087  PID         -  OX0087
 OX0087  STATE/COUNTY-  WY/TETON
 OX0087  USGS QUAD   -  JACKSON (1996)
 OX0087
 OX0087                         *CURRENT SURVEY CONTROL
 OX0087  ___________________________________________________________________
 OX0087* NAD 83(1986)-  43 25 49.     (N)    110 46 50.     (W)     SCALED    
 OX0087* NAVD 88     -      1860.415  (meters)    6103.71   (feet)  ADJUSTED  
 OX0087  ___________________________________________________________________
 OX0087  GEOID HEIGHT-          -9.91  (meters)                     GEOID03
 OX0087  DYNAMIC HT  -        1859.150 (meters)    6099.56  (feet)  COMP
 OX0087  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 OX0087
 OX0087  VERT ORDER  -  FIRST     CLASS II
 OX0087
 OX0087.The horizontal coordinates were scaled from a topographic map and have
 OX0087.an estimated accuracy of +/- 6 seconds.
 OX0087
 OX0087.The orthometric height was determined by differential leveling
 OX0087.and adjusted by the National Geodetic Survey in June 1991..
 OX0087
 OX0087.The geoid height was determined by GEOID03.
 OX0087
 OX0087.The dynamic height is computed by dividing the NAVD 88
 OX0087.geopotential number by the normal gravity value computed on the
 OX0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0087.degrees latitude (g = 980.6199 gals.).
 OX0087
 OX0087.The modeled gravity was interpolated from observed gravity values.
 OX0087
 OX0087;                    North         East    Units  Estimated Accuracy
 OX0087;SPC WY W     -   425,690.      743,550.      MT  (+/- 180 meters Scaled)
 OX0087
 OX0087                          SUPERSEDED SURVEY CONTROL
 OX0087
 OX0087  NGVD 29 (??/??/92) 1859.111  (m)         6099.43   (f) ADJ UNCH    1 2
 OX0087
 OX0087.Superseded values are not recommended for survey control.
 OX0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0087.See file dsdata.txt to determine how the superseded data were derived.
 OX0087
 OX0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP177086(NAD 83)
 OX0087_MARKER: P = PIPE CAP
 OX0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0087
 OX0087  HISTORY     - Date     Condition        Report By
 OX0087  HISTORY     - UNK      MONUMENTED       BPR
 OX0087  HISTORY     - 1927     GOOD             USGS
 OX0087
 OX0087                          STATION DESCRIPTION
 OX0087
 OX0087'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 OX0087'4.6 MI S FROM JACKSON.
 OX0087'4.6 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0087'ABOUT 0.3 MILE NORTH OF A SHELL SERVICE STATION, ABOUT 60.0 FEET WEST
 OX0087'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 6.0 FEET LOWER THAN THE
 OX0087'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP,
 OX0087'FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0139 ***********************************************************************
 PV0139  DESIGNATION -  BM
 PV0139  PID         -  PV0139
 PV0139  STATE/COUNTY-  WY/CROOK
 PV0139  USGS QUAD   -  MOORCROFT (1984)
 PV0139
 PV0139                         *CURRENT SURVEY CONTROL
 PV0139  ___________________________________________________________________
 PV0139* NAD 83(1986)-  44 18 58.     (N)    104 54 52.     (W)     SCALED    
 PV0139* NAVD 88     -      1271.11   (+/-2cm)    4170.3    (feet)  VERTCON   
 PV0139  ___________________________________________________________________
 PV0139  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PV0139
 PV0139  VERT ORDER  -  ? (See Below)
 PV0139
 PV0139.The horizontal coordinates were scaled from a topographic map and have
 PV0139.an estimated accuracy of +/- 6 seconds.
 PV0139
 PV0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0139.The vertical order pertains to the NGVD 29 superseded value.
 PV0139
 PV0139.The geoid height was determined by GEOID03.
 PV0139
 PV0139;                    North         East    Units  Estimated Accuracy
 PV0139;SPC WY E     -   423,900.      220,120.      MT  (+/- 180 meters Scaled)
 PV0139
 PV0139                          SUPERSEDED SURVEY CONTROL
 PV0139
 PV0139  NGVD 29 (??/??/92) 1270.508  (m)         4168.32   (f) ADJ UNCH    ?  
 PV0139
 PV0139.Superseded values are not recommended for survey control.
 PV0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0139.See file dsdata.txt to determine how the superseded data were derived.
 PV0139
 PV0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK068069(NAD 83)
 PV0139_MARKER: DD = SURVEY DISK
 PV0139_SETTING: 0 = UNSPECIFIED SETTING
 PV0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0139
 PV0139  HISTORY     - Date     Condition        Report By
 PV0139  HISTORY     - UNK      MONUMENTED       WYHD
 PV0139  HISTORY     - 1934     GOOD             NGS
 PV0139
 PV0139                          STATION DESCRIPTION
 PV0139
 PV0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PV0139'4.9 MI NE FROM MOORCROFT.
 PV0139'4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM MOORCROFT, CROOK
 PV0139'COUNTY.  NOTE-- NO DETAILED DESCRIPTION OF THIS MARK IS
 PV0139'AVAILABLE AT THIS OFFICE.  ANYONE RECOVERING AND IDENTIFYING
 PV0139'THIS BENCH MARK WILL CONFER A FAVOR BY SUBMITTING A COMPLETE
 PV0139'DESCRIPTION TO THE DIRECTOR, U.S. COAST AND GEODETIC SURVEY,
 PV0139'WASHINGTON, D.C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0041 ***********************************************************************
 NT0041  DESIGNATION -  BM
 NT0041  PID         -  NT0041
 NT0041  STATE/COUNTY-  WY/LINCOLN
 NT0041  USGS QUAD   -  FONTENELLE RESERVOIR SW (1968)
 NT0041
 NT0041                         *CURRENT SURVEY CONTROL
 NT0041  ___________________________________________________________________
 NT0041* NAD 83(1986)-  42 06 40.     (N)    110 08 39.     (W)     SCALED    
 NT0041* NAVD 88     -      1991.928  (meters)    6535.18   (feet)  ADJUSTED  
 NT0041  ___________________________________________________________________
 NT0041  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 NT0041  DYNAMIC HT  -        1990.266 (meters)    6529.73  (feet)  COMP
 NT0041  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 NT0041
 NT0041  VERT ORDER  -  SECOND    CLASS 0
 NT0041
 NT0041.The horizontal coordinates were scaled from a topographic map and have
 NT0041.an estimated accuracy of +/- 6 seconds.
 NT0041
 NT0041.The orthometric height was determined by differential leveling
 NT0041.and adjusted by the National Geodetic Survey in June 1991..
 NT0041
 NT0041.The geoid height was determined by GEOID03.
 NT0041
 NT0041.The dynamic height is computed by dividing the NAVD 88
 NT0041.geopotential number by the normal gravity value computed on the
 NT0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0041.degrees latitude (g = 980.6199 gals.).
 NT0041
 NT0041.The modeled gravity was interpolated from observed gravity values.
 NT0041
 NT0041;                    North         East    Units  Estimated Accuracy
 NT0041;SPC WY W     -   278,920.      794,970.      MT  (+/- 180 meters Scaled)
 NT0041
 NT0041                          SUPERSEDED SURVEY CONTROL
 NT0041
 NT0041  NGVD 29 (??/??/92) 1990.57   (m)         6530.7    (f) COMPUTED    2 0
 NT0041
 NT0041.Superseded values are not recommended for survey control.
 NT0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0041.See file dsdata.txt to determine how the superseded data were derived.
 NT0041
 NT0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM707624(NAD 83)
 NT0041_MARKER: DD = SURVEY DISK
 NT0041_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0041_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0041
 NT0041  HISTORY     - Date     Condition        Report By
 NT0041  HISTORY     - UNK      MONUMENTED       USGS
 NT0041  HISTORY     - 1959     GOOD             NGS
 NT0041
 NT0041                          STATION DESCRIPTION
 NT0041
 NT0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NT0041'12.4 MI S FROM TULSA.
 NT0041'12.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT TULSA,
 NT0041'LINCOLN COUNTY, 6.3 MILES SOUTH OF NAMES HILL, ABOUT 200 FEET EAST OF
 NT0041'A ROCKY CLIFF, AT THE MOUTH OF A DRAW AND 50 FEET WEST OF THE
 NT0041'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL STANDARD CAP,
 NT0041'RIVITED ON TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- DESCRIPTION ABOVE
 NT0041'SHOULD READ HIGHWAY 189, 12.4 MILES SOUTH OF LABARGE, WYO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0476 ***********************************************************************
 NQ0476  DESIGNATION -  BM
 NQ0476  PID         -  NQ0476
 NQ0476  STATE/COUNTY-  WY/GOSHEN
 NQ0476  USGS QUAD   -  COTTIER (1990)
 NQ0476
 NQ0476                         *CURRENT SURVEY CONTROL
 NQ0476  ___________________________________________________________________
 NQ0476* NAD 83(1993)-  42 02 18.44362(N)    104 21 24.67033(W)     ADJUSTED  
 NQ0476* NAVD 88     -      1411.     (meters)    4629.     (feet)  SCALED    
 NQ0476  ___________________________________________________________________
 NQ0476  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 NQ0476  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 NQ0476
 NQ0476  HORZ ORDER  -  SECOND
 NQ0476
 NQ0476.The horizontal coordinates were established by classical geodetic methods
 NQ0476.and adjusted by the National Geodetic Survey in January 1997..
 NQ0476
 NQ0476.The orthometric height was scaled from a topographic map.
 NQ0476
 NQ0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0476
 NQ0476.The geoid height was determined by GEOID03.
 NQ0476
 NQ0476;                    North         East     Units Scale Factor Converg.
 NQ0476;SPC WY E     -   171,166.265   267,049.321   MT  0.99999280   +0 32 32.3
 NQ0476;UTM  13      - 4,654,246.093   553,231.951   MT  0.99963487   +0 25 50.4
 NQ0476
 NQ0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0476!SPC WY E     -   0.99978144  x   0.99999280  =   0.99977424
 NQ0476!UTM  13      -   0.99978144  x   0.99963487  =   0.99941639
 NQ0476
 NQ0476                          SUPERSEDED SURVEY CONTROL
 NQ0476
 NQ0476  NAD 83(1986)-  42 02 18.42433(N)    104 21 24.67252(W) AD(       ) 2
 NQ0476  NAD 27      -  42 02 18.54540(N)    104 21 22.83660(W) AD(       ) 2
 NQ0476
 NQ0476.Superseded values are not recommended for survey control.
 NQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0476.See file dsdata.txt to determine how the superseded data were derived.
 NQ0476
 NQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5323254246(NAD 83)
 NQ0476_MARKER: DD = SURVEY DISK
 NQ0476_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0476_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NQ0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0476+STABILITY: POSITION/ELEVATION WELL
 NQ0476
 NQ0476  HISTORY     - Date     Condition        Report By
 NQ0476  HISTORY     - 1963     MONUMENTED       BOR
 NQ0476
 NQ0476                          STATION DESCRIPTION
 NQ0476
 NQ0476'DESCRIBED BY US BUREAU OF RECLAMATION 1963 (RLS)
 NQ0476'LOCATED 8-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF TORRINGTON,
 NQ0476'5-1/4 MILES NORTH AND 1-1/2 MILES EAST OF VETERAN, ON THE
 NQ0476'NORTHWEST END AND HIGHEST POINT OF THE HIGHEST ONE OF THREE
 NQ0476'BUTTES, ON PROPERTY OWNED BY MR. JOSEPH CLAWSON.
 NQ0476'
 NQ0476'THE MARK IS A U.S. BUREAU OF RECLAMATION DISK, NO STAMPING,
 NQ0476'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 NQ0476'
 NQ0476'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 NQ0476'CLAWSON, THE DISTANCE BEING 5.140 METERS (16.86 FT.) NORTHWEST
 NQ0476'OF STATION CLAWSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0455 ***********************************************************************
 MQ0455  DESIGNATION -  BOARS TUSK
 MQ0455  PID         -  MQ0455
 MQ0455  STATE/COUNTY-  WY/SWEETWATER
 MQ0455  USGS QUAD   -  BOARS TUSK (1986)
 MQ0455
 MQ0455                         *CURRENT SURVEY CONTROL
 MQ0455  ___________________________________________________________________
 MQ0455* NAD 83(1993)-  41 57 45.73926(N)    109 11 54.01597(W)     ADJUSTED  
 MQ0455* NAVD 88     -      2163.     (meters)    7096.     (feet)  SCALED    
 MQ0455  ___________________________________________________________________
 MQ0455  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 MQ0455  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 MQ0455
 MQ0455  HORZ ORDER  -  THIRD
 MQ0455
 MQ0455.The horizontal coordinates were established by classical geodetic methods
 MQ0455.and adjusted by the National Geodetic Survey in January 1997..
 MQ0455
 MQ0455.The orthometric height was scaled from a topographic map.
 MQ0455
 MQ0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0455
 MQ0455.The geoid height was determined by GEOID03.
 MQ0455
 MQ0455;                    North         East     Units Scale Factor Converg.
 MQ0455;SPC WYWC     -   162,532.776   562,835.475   MT  0.99995449   -0 17 59.2
 MQ0455;UTM  12      - 4,647,205.279   649,299.125   MT  0.99987429   +1 12 17.6
 MQ0455
 MQ0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0455!SPC WYWC     -   0.99966302  x   0.99995449  =   0.99961752
 MQ0455!UTM  12      -   0.99966302  x   0.99987429  =   0.99953735
 MQ0455
 MQ0455                          SUPERSEDED SURVEY CONTROL
 MQ0455
 MQ0455  NAD 83(1986)-  41 57 45.72484(N)    109 11 54.00817(W) AD(       ) 4
 MQ0455  NAD 27      -  41 57 45.86900(N)    109 11 51.55800(W) AD(       ) 3
 MQ0455
 MQ0455.Superseded values are not recommended for survey control.
 MQ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0455.See file dsdata.txt to determine how the superseded data were derived.
 MQ0455
 MQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM4929947205(NAD 83)
 MQ0455_MARKER: Z = SEE DESCRIPTION
 MQ0455_SETTING: 0 = UNSPECIFIED SETTING
 MQ0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0455
 MQ0455  HISTORY     - Date     Condition        Report By
 MQ0455  HISTORY     - 1931     MONUMENTED       USGS
 MQ0455  HISTORY     - 1954     SEE DESCRIPTION  FAS
 MQ0455  HISTORY     - 1958     SEE DESCRIPTION  CGS
 MQ0455
 MQ0455                          STATION DESCRIPTION
 MQ0455
 MQ0455'DESCRIBED BY FAIRCHILD AERIAL SURVEYS 1954
 MQ0455'JUNCTION OF U.S. HIGHWAY 187 AND WYOMING SECONDARY 120, N ON
 MQ0455'U.S. HIGHWAY 187 FOR 9.2 MI. TO A T-ROAD E, TURN RIGHT (E)
 MQ0455'ON A DIRT ROAD FOR 0.9 MI. TO A FENCE CORNER, CONTINUE ON THE
 MQ0455'MAIN-TRAVELED ROAD FOR 2.5 MI. TO A WOODEN BRIDGE, CONTINUE ON
 MQ0455'THE MAIN-TRAVELED ROAD (N) FOR 0.75 MI. TO A WOODEN BRIDGE,
 MQ0455'CONTINUE ON THE MAIN-TRAVELED ROAD FOR 1.0 MI. TO A WYE,
 MQ0455'CONTINUE LEFT ON THE MAIN-TRAVELED ROAD FOR 0.6 MI. TO A WOODEN
 MQ0455'BRIDGE, CONTINUE ON THE MAIN-TRAVELED ROAD FOR 1.4 MI. TO A
 MQ0455'WYE, TURN LEFT (N) AND CONTINUE ON THE MAIN-TRAVELED ROAD
 MQ0455'FOR 3.6 MI.  TO A WYE, CONTINUE LEFT (N) ON THE
 MQ0455'MAIN-TRAVELED ROAD FOR 4.4 MI. TO A PROMINENT WYE (WYE IS AT
 MQ0455'THE SE BASE OF A HILL), TURN LEFT (NW) AND CONTINUE FOR
 MQ0455'4.5 MI.  AT THIS MILEAGE BOARS TUSK IS 2.5 MI. DIRECTLY
 MQ0455'E.  FOUR-WHEEL DRIVE CAN REACH BASE.  IT IS POSSIBLE TO
 MQ0455'CLIMB TO STATION, BUT IT COULD BE DANGEROUS.
 MQ0455'
 MQ0455'CLIMBED TO THE TOP AND FOUND NO MARKS, LEFT A SMALL FLAG ON
 MQ0455'THE HIGHEST POINT.
 MQ0455
 MQ0455                          STATION RECOVERY (1958)
 MQ0455
 MQ0455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MQ0455'THE STATION IS THE POINTED TOP OF A BUTTE WHICH RISES FROM
 MQ0455'THE VALLEY OF KILLPECKER CREEK.  THE BUTTE IS VERY DISTINCTIVE
 MQ0455'AND STANDS ALONE IN A BROAD FLAT VALLEY.  THE TOP APPEARS TO
 MQ0455'HAVE TWO PROJECTIONS AND THE TALLER (OR MOST EASTERLY) WAS
 MQ0455'THE POINT OBSERVED UPON IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0337 ***********************************************************************
 OW0337  DESIGNATION -  BOB
 OW0337  PID         -  OW0337
 OW0337  STATE/COUNTY-  WY/FREMONT
 OW0337  USGS QUAD   -  BOB LAKES (1991)
 OW0337
 OW0337                         *CURRENT SURVEY CONTROL
 OW0337  ___________________________________________________________________
 OW0337* NAD 83(1993)-  43 10 17.56434(N)    109 29 04.63813(W)     ADJUSTED  
 OW0337* NAVD 88     -      3830.6    (meters)   12568.     (feet)  VERTCON   
 OW0337  ___________________________________________________________________
 OW0337  LAPLACE CORR-         -10.29  (seconds)                    DEFLEC99
 OW0337  GEOID HEIGHT-          -7.62  (meters)                     GEOID03
 OW0337
 OW0337  HORZ ORDER  -  SECOND
 OW0337
 OW0337.The horizontal coordinates were established by classical geodetic methods
 OW0337.and adjusted by the National Geodetic Survey in January 1997..
 OW0337
 OW0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0337
 OW0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0337
 OW0337.The geoid height was determined by GEOID03.
 OW0337
 OW0337;                    North         East     Units Scale Factor Converg.
 OW0337;SPC WYWC     -   296,972.348   540,268.775   MT  0.99998137   -0 30 09.5
 OW0337;SPC WY W     -   396,884.371   848,680.508   MT  0.99996664   +0 24 34.7
 OW0337;UTM  12      - 4,780,979.510   623,172.756   MT  0.99978663   +1 02 12.9
 OW0337
 OW0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0337!SPC WYWC     -   0.99940084  x   0.99998137  =   0.99938223
 OW0337!SPC WY W     -   0.99940084  x   0.99996664  =   0.99936750
 OW0337!UTM  12      -   0.99940084  x   0.99978663  =   0.99918760
 OW0337
 OW0337|---------------------------------------------------------------------|
 OW0337| PID    Reference Object                     Distance      Geod. Az  |
 OW0337|                                                           dddmmss.s |
 OW0337| CP4580 BOB RM 1                             17.630 METERS 02001     |
 OW0337| CP4581 BOB RM 2                             10.900 METERS 07501     |
 OW0337| OW0336 BOB AZ MK                           APPROX. 1.1 KM 2382050.3 |
 OW0337|---------------------------------------------------------------------|
 OW0337
 OW0337                          SUPERSEDED SURVEY CONTROL
 OW0337
 OW0337  NAD 83(1986)-  43 10 17.55182(N)    109 29 04.62812(W) AD(       ) 2
 OW0337  NAD 27      -  43 10 17.71400(N)    109 29 02.11200(W) AD(       ) 2
 OW0337  NGVD 29 (07/19/86) 3829.0    (m)        12562.     (f) VERT ANG       
 OW0337
 OW0337.Superseded values are not recommended for survey control.
 OW0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0337.See file dsdata.txt to determine how the superseded data were derived.
 OW0337
 OW0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN2317380980(NAD 83)
 OW0337_MARKER: DS = TRIANGULATION STATION DISK
 OW0337_SETTING: 66 = SET IN ROCK OUTCROP
 OW0337
 OW0337  HISTORY     - Date     Condition        Report By
 OW0337  HISTORY     - 1936     MONUMENTED       CGS
 OW0337  HISTORY     - 1948     GOOD             USGS
 OW0337
 OW0337                          STATION DESCRIPTION
 OW0337
 OW0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0337'ABOUT 32 MILES AIR LINE WEST-NORTHWEST OF FORT WASHAKIE, ON
 OW0337'DIVIDE 1-1/2 MILES NORTH OF NORTH FORK OF BULL LAKE CREEK,
 OW0337'1-1/4 MILES NORTHWEST OF INDIAN PASS, ON HIGH ROCKY PEAK AT
 OW0337'HEAD OF BOB CREEK, AT ESTIMATED HEIGHT OF ABOUT 12,500 FEET.
 OW0337'HUGE CLIFFS IN BASIN AT HEAD OF BOB CREEK IN HORSESHOE SHAPE OPEN
 OW0337'TO EAST, LIE ABOUT 1/4 MILE EAST OF STATION.  TO REACH FROM
 OW0337'CROWHEART STORE ON U.S. HIGHWAY 287, 31 MILES BY ROAD NORTHWEST
 OW0337'FROM FORT WASHAKIE, FOLLOW HIGHWAY EASTERLY 0.45 MILE.  TURN
 OW0337'RIGHT OFF HIGHWAY AT SIGN MEADOW CREEK R.S. 10 MI. AND DRIVE
 OW0337'SOUTHERLY AND WESTERLY ON ONLY WELL-TRAVELED AND GRADED ROAD
 OW0337'9.8 MILES TO MEADOW CREEK RANGER STATION, AND END OF TRUCK
 OW0337'TRAVEL.  ROAD TO RANGER STATION IS FOLLOWED CLOSELY BY
 OW0337'TELEPHONE LINE FOR ENTIRE DISTANCE.  INFORMATION AS TO
 OW0337'BEST ROUTE AND TRAILS TO STATION, AS WELL AS WHERE HORSES
 OW0337'MAY BE OBTAINED CAN BE HAD AT RANGER STATION.  GENERAL
 OW0337'ROUTE TO STATION AS FOLLOWS--FROM RANGER STATION PACK
 OW0337'TRAIL LEADS UP OLD WOODS ROAD TO BASIN AT HEAD OF
 OW0337'MEADOW CREEK.  THENCE TO LEFT UP RIDGE ON WELL-BLAZED
 OW0337'TRAIL.  FOLLOW THIS MARKED AND PLAIN TRAIL SOUTHWESTERLY
 OW0337'ALONG SOUTHEAST SLOPE OF BOB CREEK TO TIMBER LINE.
 OW0337'CONTINUE SOUTHWESTERLY UNTIL INDIAN PASS AT HEAD OF BOB
 OW0337'CREEK IS REACHED.  FROM INDIAN PASS (SADDLE ON DIVIDE
 OW0337'WHERE DRAINAGE STARTS TO FLOW DOWN INTO NORTH FORK OF
 OW0337'BULL LAKE CREEK TO SOUTHWEST) BEAR RIGHT OR NORTHWEST
 OW0337'DOWN AROUND ROCK POINTS AND UP TO NORTH TO HIGH ROCKY PEAK 1
 OW0337'1/4 MILES NORTHWEST OF INDIAN PASS AND STATION.  ABOUT
 OW0337'5-HOUR HORSE PACK FROM RANGER STATION.  STATION MARK IS
 OW0337'STANDARD DISK IN OUTCROPPING BEDROCK.  REFERENCE
 OW0337'AND AZIMUTH MARKS ARE STANDARD DISKS IN OUTCROPPING BEDROCK.
 OW0337'NO. 1 IS 17.630 METERS (57.84 FEET) NORTH FROM
 OW0337'STATION N 20 DEG 01 MIN E.  NO. 2 IS 10.900 METERS
 OW0337'(35.76 FEET) EAST N 75 DEG 01 MIN E.  BOB AZIMUTH MARK
 OW0337'IS ABOUT 3/4 MILE SOUTHWEST S 58 DEG 21 MIN W.
 OW0337
 OW0337                          STATION RECOVERY (1948)
 OW0337
 OW0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OW0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0336 ***********************************************************************
 OW0336  DESIGNATION -  BOB AZ MK
 OW0336  PID         -  OW0336
 OW0336  STATE/COUNTY-  WY/FREMONT
 OW0336  USGS QUAD   -  BOB LAKES (1991)
 OW0336
 OW0336                         *CURRENT SURVEY CONTROL
 OW0336  ___________________________________________________________________
 OW0336* NAD 83(1993)-  43 09 58.21844(N)    109 29 47.50496(W)     ADJUSTED  
 OW0336* NAVD 88     -      3856.     (meters)   12651.     (feet)  SCALED    
 OW0336  ___________________________________________________________________
 OW0336  LAPLACE CORR-          -8.34  (seconds)                    DEFLEC99
 OW0336  GEOID HEIGHT-          -7.60  (meters)                     GEOID03
 OW0336
 OW0336  HORZ ORDER  -  THIRD
 OW0336
 OW0336.The horizontal coordinates were established by classical geodetic methods
 OW0336.and adjusted by the National Geodetic Survey in January 1997..
 OW0336
 OW0336.The orthometric height was scaled from a topographic map.
 OW0336
 OW0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0336
 OW0336.The geoid height was determined by GEOID03.
 OW0336
 OW0336;                    North         East     Units Scale Factor Converg.
 OW0336;SPC WYWC     -   296,383.930   539,295.269   MT  0.99998282   -0 30 38.6
 OW0336;SPC WY W     -   396,280.538   847,716.508   MT  0.99996550   +0 24 05.2
 OW0336;UTM  12      - 4,780,365.271   622,215.598   MT  0.99978374   +1 01 43.2
 OW0336
 OW0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0336!SPC WYWC     -   0.99939692  x   0.99998282  =   0.99937975
 OW0336!SPC WY W     -   0.99939692  x   0.99996550  =   0.99936244
 OW0336!UTM  12      -   0.99939692  x   0.99978374  =   0.99918079
 OW0336
 OW0336:                Primary Azimuth Mark                     Grid Az
 OW0336:SPC WYWC     -  BOB                                      058 50 59.5
 OW0336:SPC WY W     -  BOB                                      057 56 15.7
 OW0336:UTM  12      -  BOB                                      057 18 37.7
 OW0336
 OW0336|---------------------------------------------------------------------|
 OW0336| PID    Reference Object                     Distance      Geod. Az  |
 OW0336|                                                           dddmmss.s |
 OW0336| OW0337 BOB                                 APPROX. 1.1 KM 0582020.9 |
 OW0336|---------------------------------------------------------------------|
 OW0336
 OW0336                          SUPERSEDED SURVEY CONTROL
 OW0336
 OW0336  NAD 83(1986)-  43 09 58.20592(N)    109 29 47.49457(W) AD(       ) 3
 OW0336  NAD 27      -  43 09 58.36800(N)    109 29 44.97800(W) AD(       ) 3
 OW0336
 OW0336.Superseded values are not recommended for survey control.
 OW0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0336.See file dsdata.txt to determine how the superseded data were derived.
 OW0336
 OW0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN2221680365(NAD 83)
 OW0336_MARKER: DS = TRIANGULATION STATION DISK
 OW0336_SETTING: 66 = SET IN ROCK OUTCROP
 OW0336_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OW0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0336+STABILITY: POSITION/ELEVATION WELL
 OW0336
 OW0336  HISTORY     - Date     Condition        Report By
 OW0336  HISTORY     - 1936     MONUMENTED       CGS
 OW0336
 OW0336                          STATION DESCRIPTION
 OW0336
 OW0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0336'ON EASTERN END OF HIGHER RIDGE ABOUT 3/4 MILE FROM STATION
 OW0336'BOB.  BEARING OF BOB FROM AZIMUTH
 OW0336'MARK IS N 58 DEG 20 MIN E.  TO REACH FROM STATION BOB, PACK
 OW0336'SOUTHWEST ACROSS SHALE ROCK TO STATION SET IN BEDROCK JUST
 OW0336'NORTHEAST OF HIGHEST POINT OF RIDGE.  MARK IS STANDARD DISK
 OW0336'IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1271 ***********************************************************************
 PY1271  CBN         -  This is a Cooperative Base Network Control Station.
 PY1271  DESIGNATION -  BOG SPRINGS
 PY1271  PID         -  PY1271
 PY1271  STATE/COUNTY-  WY/PARK
 PY1271  USGS QUAD   -  CANYON VILLAGE (1986)
 PY1271
 PY1271                         *CURRENT SURVEY CONTROL
 PY1271  ___________________________________________________________________
 PY1271* NAD 83(1993)-  44 41 46.71276(N)    110 22 52.50448(W)     ADJUSTED  
 PY1271* NAVD 88     -      2586.9    (meters)    8487.     (feet)  GPS OBS   
 PY1271  ___________________________________________________________________
 PY1271  X           -  -1,582,247.555 (meters)                     COMP
 PY1271  Y           -  -4,258,800.485 (meters)                     COMP
 PY1271  Z           -   4,465,234.907 (meters)                     COMP
 PY1271  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 PY1271  ELLIP HEIGHT-        2578.58  (meters)          (09/07/01) GPS OBS
 PY1271  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY1271
 PY1271  HORZ ORDER  -  B
 PY1271  ELLP ORDER  -  FOURTH    CLASS I
 PY1271
 PY1271.The horizontal coordinates were established by GPS observations
 PY1271.and adjusted by the National Geodetic Survey in May 1992..
 PY1271
 PY1271.The orthometric height was determined by GPS observations and a
 PY1271.high-resolution geoid model.
 PY1271
 PY1271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1271
 PY1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1271
 PY1271.The ellipsoidal height was determined by GPS observations
 PY1271.and is referenced to NAD 83.
 PY1271
 PY1271.The geoid height was determined by GEOID03.
 PY1271
 PY1271;                    North         East     Units Scale Factor Converg.
 PY1271;SPC WYWC     -   467,412.354   470,711.249   MT  1.00014299   -1 08 51.0
 PY1271;UTM  12      - 4,949,401.278   549,023.804   MT  0.99962955   +0 26 06.7
 PY1271
 PY1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1271!SPC WYWC     -   0.99959586  x   1.00014299  =   0.99973879
 PY1271!UTM  12      -   0.99959586  x   0.99962955  =   0.99922556
 PY1271
 PY1271                          SUPERSEDED SURVEY CONTROL
 PY1271
 PY1271  ELLIP H (05/15/92) 2578.66   (m)                       GP(       ) 4 2
 PY1271  NAD 83(1993)-  44 41 46.70437(N)    110 22 52.48707(W) AD(       ) 1
 PY1271  NGVD 29 (04/22/91) 2585.7    (m)         8483.     (f) GPS OBS        
 PY1271
 PY1271.Superseded values are not recommended for survey control.
 PY1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1271.See file dsdata.txt to determine how the superseded data were derived.
 PY1271
 PY1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4902449401(NAD 83)
 PY1271_MARKER: DH = HORIZONTAL CONTROL DISK
 PY1271_SETTING: 66 = SET IN ROCK OUTCROP
 PY1271_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PY1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1271+STABILITY: POSITION/ELEVATION WELL
 PY1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1271+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1271
 PY1271  HISTORY     - Date     Condition        Report By
 PY1271  HISTORY     - 1987     MONUMENTED       NGS
 PY1271
 PY1271                          STATION DESCRIPTION
 PY1271
 PY1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1271'THE STATION IS LOCATED IN YELLOWSTONE NATIONAL PARK, ABOUT 6.5 KM
 PY1271'(4.05 MI) SOUTHWEST OF WHISTLER GEYSER RIVER JUNCTION ON BROAD CREEK,
 PY1271'6.1 KM (3.8 MI) EAST-SOUTHEAST OF RIBBEN LAKE,
 PY1271'4.3 KM (2.7 MI) EAST-NORTHEAST OF WRANGLER LAKE AND
 PY1271'2.3 KM (1.4 MI) NORTHWEST OF DEWDROP LAKE.
 PY1271'OWNERSHIP--NATIONAL PARK SERVICE.
 PY1271'
 PY1271'THE STATION WAS REACHED BY HELICOPTER FROM THE OTTER CREEK SERVICE
 PY1271'ROAD BY FLYING EASTERLY FOR ABOUT
 PY1271'9.7 KM (6 MI) TO THE HIGHEST BARE THERMAL RIDGE, THEN BEARING
 PY1271'SOUTHEAST TO A LEVEL BENCH AREA THAT IS ABOUT HALFWAY UP FROM THE
 PY1271'TREE RIDGE LINE.
 PY1271'
 PY1271'THE STATION IS A STANDARD NGS DISK
 PY1271'STAMPED---BOG SPRINGS 1987---,
 PY1271'SET INTO A DRILL HOLE IN ROCK OUTCROP OF 7.4 METERS LARGEST
 PY1271'DIMENSION.  LOCATED
 PY1271'11.8 METERS (38.7 FT) WEST FROM A LEANING LODGEPOLE TREE 15 CM IN
 PY1271'DIAMETER AND ABOUT 3 METERS TALL,
 PY1271'3.0 METERS (9.8 FT) WEST-NORTHWEST FROM A WHITE BARK PINE TREE
 PY1271'THAT IS ABOUT 1.75 METERS TALL,
 PY1271'0.9 METERS (3.0 FT) NORTH FROM THE CENTER POINT OF THE GRAVITY
 PY1271'STATION AND
 PY1271'0.25 METERS (0.82 FT) EAST FROM THE EDGE OF A 1.1 METER HIGH LEDGE.
 PY1271'
 PY1271'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY1271'
 PY1271'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1271'LAKE AREA OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1271'
 PY1271'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1271'
 PY1271'DESCRIBED BY D.L. SPRANGERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0335 ***********************************************************************
 OW0335  DESIGNATION -  BOLD
 OW0335  PID         -  OW0335
 OW0335  STATE/COUNTY-  WY/FREMONT
 OW0335  USGS QUAD   -  BOB LAKES (1991)
 OW0335
 OW0335                         *CURRENT SURVEY CONTROL
 OW0335  ___________________________________________________________________
 OW0335* NAD 83(1993)-  43 12 53.69119(N)    109 22 48.82798(W)     ADJUSTED  
 OW0335* NAVD 88     -      3256.5    (meters)   10684.     (feet)  VERTCON   
 OW0335  ___________________________________________________________________
 OW0335  LAPLACE CORR-         -18.07  (seconds)                    DEFLEC99
 OW0335  GEOID HEIGHT-          -8.11  (meters)                     GEOID03
 OW0335
 OW0335  HORZ ORDER  -  SECOND
 OW0335
 OW0335.The horizontal coordinates were established by classical geodetic methods
 OW0335.and adjusted by the National Geodetic Survey in January 1997..
 OW0335
 OW0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0335
 OW0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0335
 OW0335.The geoid height was determined by GEOID03.
 OW0335
 OW0335;                    North         East     Units Scale Factor Converg.
 OW0335;SPC WYWC     -   301,720.990   548,793.040   MT  0.99996974   -0 25 53.6
 OW0335;UTM  12      - 4,785,954.679   631,564.831   MT  0.99981293   +1 06 33.4
 OW0335
 OW0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0335!SPC WYWC     -   0.99949085  x   0.99996974  =   0.99946061
 OW0335!UTM  12      -   0.99949085  x   0.99981293  =   0.99930388
 OW0335
 OW0335|---------------------------------------------------------------------|
 OW0335| PID    Reference Object                     Distance      Geod. Az  |
 OW0335|                                                           dddmmss.s |
 OW0335| CP4583 BOLD RM 1                             8.850 METERS 00028     |
 OW0335| CP4582 BOLD AZ MK                                         0981319.6 |
 OW0335| CP4584 BOLD RM 2                             9.815 METERS 10357     |
 OW0335|---------------------------------------------------------------------|
 OW0335
 OW0335                          SUPERSEDED SURVEY CONTROL
 OW0335
 OW0335  NAD 83(1986)-  43 12 53.67939(N)    109 22 48.81963(W) AD(       ) 2
 OW0335  NAD 27      -  43 12 53.83900(N)    109 22 46.31200(W) AD(       ) 2
 OW0335  NGVD 29 (11/06/89) 3255.1    (m)        10679.     (f) VERT ANG       
 OW0335
 OW0335.Superseded values are not recommended for survey control.
 OW0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0335.See file dsdata.txt to determine how the superseded data were derived.
 OW0335
 OW0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN3156585955(NAD 83)
 OW0335_MARKER: DS = TRIANGULATION STATION DISK
 OW0335_SETTING: 66 = SET IN ROCK OUTCROP
 OW0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0335
 OW0335  HISTORY     - Date     Condition        Report By
 OW0335  HISTORY     - 1936     MONUMENTED       CGS
 OW0335  HISTORY     - 1950     GOOD             USGS
 OW0335
 OW0335                          STATION DESCRIPTION
 OW0335
 OW0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0335'ABOUT 29 MILES AIR LINE NORTHWEST OF FORT WASHAKIE, AT HEAD
 OW0335'OF SPRING CREEK, BETWEEN BOB AND WILLOW CREEKS, ON HIGH BARREN
 OW0335'RIDGE, WHICH SHOWS UP FROM STATE HIGHWAY 287 AS ONLY BARE
 OW0335'GRASSY PEAK IN VICINITY.  ESTIMATED ELEVATION OF PEAK ABOUT
 OW0335'10,500 FEET.  THERE IS ROUGH HIGH OUTCROP OF SANDSTONE ABOUT
 OW0335'40 FEET HIGH AT EAST END OF RIDGE, APPROXIMATELY 1/4 MILE EAST
 OW0335'OF STATION, AND LOW GRASSY SADDLE ABOUT 1/2 MILE TO SOUTHWEST
 OW0335'OF STATION.  TO REACH FROM CROWHEART STORE ON U.S. HIGHWAY
 OW0335'287, 31 MILES BY ROAD NORTHWEST OF FORT WASHAKIE, FOLLOW
 OW0335'HIGHWAY EASTERLY 0.45 MILE.  TURN RIGHT OFF HIGHWAY AT SIGN
 OW0335'MEADOW CREEK R. S. 10 MI. AND GO SOUTHERLY AND WESTERLY ON
 OW0335'ONLY WELL-TRAVELED AND GRADED ROAD 9.8 MILES TO MEADOW
 OW0335'CREEK RANGER STATION AND END OF TRUCK TRAVEL.  ROAD TO
 OW0335'RANGER STATION IS CLOSELY FOLLOWED BY TELEPHONE LINE FOR
 OW0335'ENTIRE DISTANCE.  RANGER CAN FURNISH INFORMATION AS TO
 OW0335'WHERE HORSES CAN BE SECURED.  FROM RANGER STATION TAKE
 OW0335'NO. 1 FOREST SERVICE BOLDY MOUNTAIN TRAIL SOUTHWEST 2 MILES
 OW0335'UP CANYON TO ITS HEAD AT OLD CROSS-TRAIL.  FOLLOW OLD
 OW0335'TRAIL WESTERLY 2-1/2 MILES TO CREST OF BARREN RIDGE.  GO
 OW0335'SOUTHEAST 1/2 MILE TO TOP OF BARREN PEAK AND STATION.
 OW0335'DISTANCE 5 MILES, REQUIRING 2-HOUR HORSE PACK.  STATION
 OW0335'MARK IS STANDARD DISK IN BEDROCK.  REFERENCE AND
 OW0335'AZIMUTH MARKS ARE STANDARD DISKS IN OUTCROPPING BEDROCK.
 OW0335'NO. 1 IS 8.850 METERS (29.04 FEET) NORTH OF STATION
 OW0335'N 00 DEG 28 MIN E.  NO. 2 IS 9.815 METERS (32.20
 OW0335'FEET) EAST S 76 DEG 03 MIN E.  AZIMUTH MARK IS IN
 OW0335'SANDSTONE OUTCROP, AT WEST EDGE OF SANDSTONE BLUFFS, AND
 OW0335'0.25 MILE EAST OF STATION S 81 DEG 47 MIN E.
 OW0335
 OW0335                          STATION RECOVERY (1950)
 OW0335
 OW0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0335'NOTE BY USGS, 1950--IT IS ALSO POSSIBLE TO REACH STATION BY JEEP OR
 OW0335'OTHER FOUR WHEEL DRIVE VEHICLE BY TURNING LEFT (SE.) ABOUT 1-1/4 MI.
 OW0335'S. OF STATION --MEADOW-- (WHICH IS ON THE RD. TO THE MEADOW CREEK
 OW0335'RANGER STATION DESCRIBED IN NGS DESCRIPTION) AND FOLLOWING DIM TRACKS
 OW0335'SOUTHERLY UP GRASSY SLOPE AND THROUGH TIMBER, KEEPING ON DIM TRAIL
 OW0335'AND HEADING SOUTHERLY TOWARDS LOOKOUT HOUSE, OCCASIONALLY VISIBLE ON
 OW0335'BALD HILL, IN SW. 1/4 SEC. 20, T 3 N, R 5 W.
 OW0335'
 OW0335'STATION MARK--STANDARD DISK IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0622 ***********************************************************************
 MP0622  DESIGNATION -  BOLTEN
 MP0622  PID         -  MP0622
 MP0622  STATE/COUNTY-  WY/CARBON
 MP0622  USGS QUAD   -  LA MARSH CREEK EAST (1983)
 MP0622
 MP0622                         *CURRENT SURVEY CONTROL
 MP0622  ___________________________________________________________________
 MP0622* NAD 83(1993)-  41 35 33.75037(N)    107 09 28.30919(W)     ADJUSTED  
 MP0622* NAVD 88     -      2142.49   (+/-2cm)    7029.2    (feet)  VERTCON   
 MP0622  ___________________________________________________________________
 MP0622  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 MP0622  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 MP0622
 MP0622  HORZ ORDER  -  THIRD
 MP0622  VERT ORDER  -  THIRD ? (See Below)
 MP0622
 MP0622.The horizontal coordinates were established by classical geodetic methods
 MP0622.and adjusted by the National Geodetic Survey in January 1997..
 MP0622
 MP0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0622.The vertical order pertains to the NGVD 29 superseded value.
 MP0622
 MP0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0622
 MP0622.The geoid height was determined by GEOID03.
 MP0622
 MP0622;                    North         East     Units Scale Factor Converg.
 MP0622;SPC WYEC     -   221,357.813   414,629.220   MT  0.99994013   +0 06 59.3
 MP0622;UTM  13      - 4,606,805.500   320,150.684   MT  0.99999806   -1 25 58.2
 MP0622
 MP0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0622!SPC WYEC     -   0.99966610  x   0.99994013  =   0.99960625
 MP0622!UTM  13      -   0.99966610  x   0.99999806  =   0.99966416
 MP0622
 MP0622|---------------------------------------------------------------------|
 MP0622| PID    Reference Object                     Distance      Geod. Az  |
 MP0622|                                                           dddmmss.s |
 MP0622| CP4585 BOLTEN RM 1                          13.632 METERS 02738     |
 MP0622| CP4586 BOLTEN RM 2                          10.948 METERS 23552     |
 MP0622| MP0706 BOLTEN AZ MK                                       3121607.8 |
 MP0622|---------------------------------------------------------------------|
 MP0622
 MP0622                          SUPERSEDED SURVEY CONTROL
 MP0622
 MP0622  NAD 83(1986)-  41 35 33.73919(N)    107 09 28.30084(W) AD(       ) 3
 MP0622  NAD 27      -  41 35 33.88800(N)    107 09 26.12200(W) AD(       ) 3
 MP0622  NGVD 29 (07/19/86) 2141.32   (m)         7025.3    (f) LEVELING    3  
 MP0622
 MP0622.Superseded values are not recommended for survey control.
 MP0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0622.See file dsdata.txt to determine how the superseded data were derived.
 MP0622
 MP0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2015106805(NAD 83)
 MP0622_MARKER: DS = TRIANGULATION STATION DISK
 MP0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0622
 MP0622  HISTORY     - Date     Condition        Report By
 MP0622  HISTORY     - 1948     MONUMENTED       CGS
 MP0622  HISTORY     - 1954     GOOD             FAS
 MP0622  HISTORY     - 1955     GOOD             USGS
 MP0622  HISTORY     - 1956     GOOD             GULF
 MP0622
 MP0622                          STATION DESCRIPTION
 MP0622
 MP0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0622'THE STATION IS LOCATED ABOUT 20.0 MILES AIRLINE NORTHWEST OF
 MP0622'SARATOGA, ABOUT 14.5 MILES AIRLINE SOUTHEAST OF RAWLINS, IN
 MP0622'OPEN RANGE COUNTRY, IN THE LOW AREA OF SAGE CREEK VALLEY, ON
 MP0622'THE RIDGE BETWEEN LITTLE SAGE CREEK AND BIG SAGE CREEK, ON A
 MP0622'WEDGE SHAPED BENCH EXTENDING SOUTHWEST FROM THE ROAD, 40 PACES
 MP0622'SOUTHWEST OF THE CENTER LINE AT THE HIGH POINT IN ROAD, 12
 MP0622'PACES NORTHEAST OF THE SOUTHWEST RIM, 7 PACES EAST OF THE WEST
 MP0622'RIM, PROJECTS 3 INCHES, STAMPED, BOLTEN 1948.
 MP0622'
 MP0622'REFERENCE NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MP0622'STATION, 27 PACES SOUTHWEST OF THE CENTER LINE OF ROAD AT A
 MP0622'HIGH POINT IN ROAD, PROJECTS 2 INCHES, STAMPED, BOLTEN NO 1
 MP0622'1948.
 MP0622'
 MP0622'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MP0622'STATION, 6 FEET NORTH OF THE SOUTH RIM, 5 FEET SOUTH OF THE
 MP0622'NORTH RIM, PROJECTS 2 INCHES, AND IS STAMPED, BOLTEN NO 2 1948.
 MP0622'
 MP0622'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, 0.2
 MP0622'MILE BEFORE REACHING A CATTLE GUARD, ON THE HIGHEST POINT OF A
 MP0622'LOW KNOLL, 16 PACES SOUTH OF THE CENTER LINE OF TRACK ROAD TO
 MP0622'STATION, 30 PACES EAST OF A WASH, 5 FEET WEST OF A 4X4 WITNESS
 MP0622'POST, PROJECTS 2 INCHES, STAMPED, BOLTEN 1948.
 MP0622'
 MP0622'TO REACH FROM THE POST OFFICE IN RAWLINS.  GO SOUTH ON 6TH
 MP0622'STREET FOR 0.3 MILE (CROSSING RAILROAD TRACKS) TO A CROSS
 MP0622'STREET.  TURN RIGHT (WEST) ON HUGUS ST. AND GO 0.2 MILE TO A
 MP0622'CROSS STREET (BENNETT).  TURN LEFT AND FOLLOW GRADED ROAD
 MP0622'SOUTHWEST FOR 9.3 MILES TO AN OIL FIELD ON THE RIGHT (WEST).
 MP0622'CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED GRADED ROAD FOR 4.4
 MP0622'MILES TO A CROSS ROAD AND SIGN BOLTEN RANCH.  TURN LEFT (EAST)
 MP0622'AND FOLLOW MAIN TRAVELED ROAD FOR 6.0 MILES TO THE AZIMUTH
 MP0622'MARK ON THE RIGHT AS DESCRIBED ABOVE.  TO REACH STATION,
 MP0622'CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A FORK.  TAKE THE
 MP0622'RIGHT FORK AND GO 0.1 MILE TO THE STATION ON THE RIGHT (WEST)
 MP0622'SIDE OF ROAD AS DESCRIBED ABOVE.  A DRIVE STATION.
 MP0622
 MP0622                          STATION RECOVERY (1954)
 MP0622
 MP0622'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 MP0622'STATION, REFERENCE, AND AZIMUTH MARKS RECOVERED IN GOOD CONDITION.
 MP0622'DESCRIPTION ADEQUATE.
 MP0622
 MP0622                          STATION RECOVERY (1955)
 MP0622
 MP0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MP0622'TO REACH STATION FROM THE POST OFFICE IN RAWLINS PROCEED EAST
 MP0622'FOR 7 BLOCKS TO WASHINGTON STREET.  TURN RIGHT, PASS THROUGH
 MP0622'RAILROAD UNDERPASS AND GO 4 BLOCKS TO HUGUS STREET.  TURN RIGHT,
 MP0622'GO 6 BLOCKS AND THEN LEFT FOR 1 BLOCK MAKE HALF RIGHT TURN AND
 MP0622'FOLLOW THE HIGHWAY FOR 8.9 MILES TO HATFIELD OILFIELD ON RIGHT.
 MP0622'FROM THIS POINT FOLLOW C AND GS DESCRIPTION TO STATION.
 MP0622
 MP0622                          STATION RECOVERY (1956)
 MP0622
 MP0622'RECOVERY NOTE BY GULF REFINING COMPANY 1956
 MP0622'STATION AND ALL MARKS FOUND TO BE IN GOOD CONDITION.  DESCRIPTION
 MP0622'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0518 ***********************************************************************
 NR0518  DESIGNATION -  BOLTON
 NR0518  PID         -  NR0518
 NR0518  STATE/COUNTY-  WY/NATRONA
 NR0518  USGS QUAD   -  ALCOVA SE (1950)
 NR0518
 NR0518                         *CURRENT SURVEY CONTROL
 NR0518  ___________________________________________________________________
 NR0518* NAD 83(1993)-  42 35 21.51268(N)    106 32 46.52311(W)     ADJUSTED  
 NR0518* NAVD 88     -      1773.46   (+/-2cm)    5818.4    (feet)  VERTCON   
 NR0518  ___________________________________________________________________
 NR0518  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 NR0518  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 NR0518
 NR0518  HORZ ORDER  -  THIRD
 NR0518  VERT ORDER  -  THIRD ? (See Below)
 NR0518
 NR0518.The horizontal coordinates were established by classical geodetic methods
 NR0518.and adjusted by the National Geodetic Survey in January 1997..
 NR0518
 NR0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0518.The vertical order pertains to the NGVD 29 superseded value.
 NR0518
 NR0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0518
 NR0518.The geoid height was determined by GEOID03.
 NR0518
 NR0518;                    North         East     Units Scale Factor Converg.
 NR0518;SPC WYEC     -   332,333.782   464,600.932   MT  0.99998883   +0 31 57.6
 NR0518;UTM  13      - 4,716,368.593   373,129.728   MT  0.99979803   -1 02 47.6
 NR0518
 NR0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0518!SPC WYEC     -   0.99972392  x   0.99998883  =   0.99971276
 NR0518!UTM  13      -   0.99972392  x   0.99979803  =   0.99952201
 NR0518
 NR0518:                Primary Azimuth Mark                     Grid Az
 NR0518:SPC WYEC     -  A 32                                     327 24 31.2
 NR0518:UTM  13      -  A 32                                     328 59 16.4
 NR0518
 NR0518|---------------------------------------------------------------------|
 NR0518| PID    Reference Object                     Distance      Geod. Az  |
 NR0518|                                                           dddmmss.s |
 NR0518| NR0146 A 32                                APPROX. 8.5 KM 3275628.8 |
 NR0518|---------------------------------------------------------------------|
 NR0518
 NR0518                          SUPERSEDED SURVEY CONTROL
 NR0518
 NR0518  NAD 83(1986)-  42 35 21.49982(N)    106 32 46.50557(W) AD(       ) 3
 NR0518  NGVD 29 (08/25/89) 1772.54   (m)         5815.4    (f) LEVELING    3  
 NR0518
 NR0518.Superseded values are not recommended for survey control.
 NR0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0518.See file dsdata.txt to determine how the superseded data were derived.
 NR0518
 NR0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH7313016369(NAD 83)
 NR0518_MARKER: DS = TRIANGULATION STATION DISK
 NR0518_SETTING: 0 = UNSPECIFIED SETTING
 NR0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0518
 NR0518  HISTORY     - Date     Condition        Report By
 NR0518  HISTORY     - 1948     MONUMENTED       USGS
 NR0518
 NR0518                          STATION DESCRIPTION
 NR0518
 NR0518'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0518'LOCATED 20 MI. SW. OF CASPER, 1.0 MI. W. OF BOLTON CREEK, AND 300 FT.
 NR0518'NW. OF AN OLD BUILDING, ON A SHADY GRASS COVERED HILL WITH TREES
 NR0518'AROUND THE BASE.
 NR0518'
 NR0518'TO REACH FROM CASPER POST OFFICE, GO SW. ON WYOMING STATE HIGHWAY 220
 NR0518'FOR 22.8 MI. TO A GRADED DIRT RD., TAKING OFF TO LEFT AT SIGNS
 NR0518'---BOLTON CREEK--- AND ---SPINDLE TOP OIL FIELD---, 0.1 MI. E. OF
 NR0518'GOVERNMENT BRIDGE OVER THE N. PLATTE RIVER, TAKE THIS RD. TO LEFT AND
 NR0518'GO SE. FOR 0.5 MI. TO A CATTLEGUARD, CONTINUE ON MAIN RD. 0.8 TO RD.
 NR0518'FORK, TAKE LEFT FORK AND CONTINUE ON MAIN RD. SE. 3.1 MI. TO RD.
 NR0518'FORK, TAKE RIGHT MAIN FORK FOR 0.6 MI. SE. TO ANOTHER RD. FORK, TAKE
 NR0518'LEFT FORK AND CONTINUE SE. 1.2 MI. TO TOP OF HILL NEAR OLD BUILDING.
 NR0518'STATION IS 150 FT. TO RIGHT OR W. OF RD. ON HIGHEST PART OF HILL.
 NR0518'
 NR0518'STATION MARK--STANDARD TABLET STAMPED---BOLTON 1947 5815---, AND SET
 NR0518'IN TOP OF A CONCRETE POST PROJECTING 3 IN. ABOVE GROUND.
 NR0518'
 NR0518'REFERENCE MARK NO. 1--A 1 IN. IRON PIPE 16 IN. ABOVE GROUND, IN A
 NR0518'PILE OF STONES, 46.84 FT. N. OF STATION MARK N 13 DEGREES
 NR0518'37 MINUTES, SE.  LEVEL ELEVATION 5815.53 FT.
 NR0518'
 NR0518'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING STEEL ROD 6 IN. ABOVE
 NR0518'GROUND, IN A PILE OF STONES, 69.55 FT. E. OF STATION N 88 DEGREES
 NR0518'29 MINUTES, SW.  LEVEL ELEVATION 5812.76 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0548 ***********************************************************************
 NQ0548  DESIGNATION -  BONA
 NQ0548  PID         -  NQ0548
 NQ0548  STATE/COUNTY-  WY/CONVERSE
 NQ0548  USGS QUAD   -  CEDAR HILL (1949)
 NQ0548
 NQ0548                         *CURRENT SURVEY CONTROL
 NQ0548  ___________________________________________________________________
 NQ0548* NAD 83(1993)-  42 35 37.61515(N)    105 11 33.68390(W)     ADJUSTED  
 NQ0548* NAVD 88     -      1579.6    (meters)    5182.     (feet)  VERTCON   
 NQ0548  ___________________________________________________________________
 NQ0548  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 NQ0548  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 NQ0548
 NQ0548  HORZ ORDER  -  SECOND
 NQ0548
 NQ0548.The horizontal coordinates were established by classical geodetic methods
 NQ0548.and adjusted by the National Geodetic Survey in January 1997..
 NQ0548
 NQ0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0548
 NQ0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0548
 NQ0548.The geoid height was determined by GEOID03.
 NQ0548
 NQ0548;                    North         East     Units Scale Factor Converg.
 NQ0548;SPC WY E     -   232,530.663   197,864.243   MT  0.99993756   -0 01 03.4
 NQ0548;UTM  13      - 4,715,724.574   484,191.089   MT  0.99960307   -0 07 49.5
 NQ0548
 NQ0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0548!SPC WY E     -   0.99975451  x   0.99993756  =   0.99969209
 NQ0548!UTM  13      -   0.99975451  x   0.99960307  =   0.99935768
 NQ0548
 NQ0548|---------------------------------------------------------------------|
 NQ0548| PID    Reference Object                     Distance      Geod. Az  |
 NQ0548|                                                           dddmmss.s |
 NQ0548| CP9689 BONA RM 2                            11.650 METERS 07106     |
 NQ0548| CP9690 BONA RM 3                             6.658 METERS 27130     |
 NQ0548| CQ4301 CB 80                                              3102309.2 |
 NQ0548| NQ0563 CHEYENNE GRT FALLS AWY BN 11A       APPROX.17.1 KM 3240351.3 |
 NQ0548| CP9688 BONA RM 1                            17.697 METERS 32826     |
 NQ0548|---------------------------------------------------------------------|
 NQ0548
 NQ0548                          SUPERSEDED SURVEY CONTROL
 NQ0548
 NQ0548  NAD 83(1986)-  42 35 37.59443(N)    105 11 33.67279(W) AD(       ) 2
 NQ0548  NAD 27      -  42 35 37.70800(N)    105 11 31.75200(W) AD(       ) 2
 NQ0548  NGVD 29 (07/19/86) 1578.8    (m)         5180.     (f) VERT ANG       
 NQ0548
 NQ0548.Superseded values are not recommended for survey control.
 NQ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0548.See file dsdata.txt to determine how the superseded data were derived.
 NQ0548
 NQ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8419115725(NAD 83)
 NQ0548_MARKER: DD = SURVEY DISK
 NQ0548_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0548_SP_SET: PARTIALLY EXPOSED BEDROCK
 NQ0548
 NQ0548  HISTORY     - Date     Condition        Report By
 NQ0548  HISTORY     - 1948     MONUMENTED       USGS
 NQ0548
 NQ0548                          STATION DESCRIPTION
 NQ0548
 NQ0548'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0548'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE SOUTHEAST OF
 NQ0548'DOUGLAS AND ABOUT 5 MILES AIRLINE SOUTH OF ORIN ON A ROUNDED
 NQ0548'HILL BOUNDED BY CLIFFS ON THE NORTH AND WEST.  THE STATION
 NQ0548'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET FLUSH IN
 NQ0548'BEDROCK ON THE SLOPE OF HILL 40 YARDS NORTHWEST OF THE HIGHEST
 NQ0548'POINT.  IT IS STAMPED, BONA 1947.
 NQ0548'
 NQ0548'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 NQ0548'MARK SET IN BEDROCK 3 FEET LOWER THAN THE STATION MARK.  IT
 NQ0548'PROJECTS 8 INCHES AND IS STAMPED, 1947 BONA REF. NO. 1.
 NQ0548'
 NQ0548'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 NQ0548'MARK SET FLUSH IN BEDROCK AT SAME ELEVATION AS THE STATION
 NQ0548'MARK.  IT IS STAMPED, 1947 BONA REF. NO. 2.
 NQ0548'
 NQ0548'REFERENCE MARK NO. 3 IS SET FLUSH AT SAME ELEVATION AS THE
 NQ0548'STATION MARK.  IT IS STAMPED, BONA 1948 NO 3.
 NQ0548'
 NQ0548'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK IN
 NQ0548'AN 8 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 NQ0548'IS SET ON A SMALL KNOLL 25 PACES SOUTHEAST OF A ROAD AND 3
 NQ0548'FEET NORTHEAST OF A WHITE WITNESS POST.  IT IS STAMPED, CB 80.
 NQ0548'
 NQ0548'TO REACH THE STATION FROM ORIN.  GO SOUTH ON U.S. HIGHWAY 87,
 NQ0548'2.8 MILES TO A ROAD RIGHT.  TURN RIGHT, CROSS RAILROAD TRACKS
 NQ0548'AND FOLLOW MAIN ROAD 3.3 MILES TO A CATTLE GUARD.  CONTINUE
 NQ0548'ON ROAD 1.0 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE 0.15
 NQ0548'MILE TO A FORK.  TURN LEFT, GO DOWN HILL AND ACROSS A MEADOW
 NQ0548'0.35 MILE TO A WASH AND END OF TRUCK TRAVEL FOR A TWO WHEEL
 NQ0548'DRIVE VEHICLE.  WITH A FOUR WHEEL DRIVE VEHICLE THE WASH
 NQ0548'CAN BE CROSSED THEN FOLLOW RIDGE EAST AND NORTHEAST TO TOP
 NQ0548'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0782 ***********************************************************************
 OX0782  DESIGNATION -  BONDURANT
 OX0782  PID         -  OX0782
 OX0782  STATE/COUNTY-  WY/SUBLETTE
 OX0782  USGS QUAD   -  BONDURANT (1967)
 OX0782
 OX0782                         *CURRENT SURVEY CONTROL
 OX0782  ___________________________________________________________________
 OX0782* NAD 83(1993)-  43 12 45.40959(N)    110 25 00.16723(W)     ADJUSTED  
 OX0782* NAVD 88     -      2009.3    (meters)    6592.     (feet)  VERTCON   
 OX0782  ___________________________________________________________________
 OX0782  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 OX0782  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 OX0782
 OX0782  HORZ ORDER  -  FIRST
 OX0782
 OX0782.The horizontal coordinates were established by classical geodetic methods
 OX0782.and adjusted by the National Geodetic Survey in January 1997..
 OX0782
 OX0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0782
 OX0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0782
 OX0782.The geoid height was determined by GEOID03.
 OX0782
 OX0782;                    North         East     Units Scale Factor Converg.
 OX0782;SPC WY W     -   401,326.549   772,911.491   MT  0.99994652   -0 13 41.8
 OX0782;UTM  12      - 4,784,590.764   547,378.550   MT  0.99962761   +0 23 57.8
 OX0782
 OX0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0782!SPC WY W     -   0.99968663  x   0.99994652  =   0.99963317
 OX0782!UTM  12      -   0.99968663  x   0.99962761  =   0.99931436
 OX0782
 OX0782:                Primary Azimuth Mark                     Grid Az
 OX0782:SPC WY W     -  BONDURANT AZ MK                          152 44 05.3
 OX0782:UTM  12      -  BONDURANT AZ MK                          152 06 25.7
 OX0782
 OX0782|---------------------------------------------------------------------|
 OX0782| PID    Reference Object                     Distance      Geod. Az  |
 OX0782|                                                           dddmmss.s |
 OX0782| CP4587 BONDURANT AZ MK                                    1523023.5 |
 OX0782| AJ1714 BONDURANT RM 2                        6.470 METERS 25418     |
 OX0782| AJ1715 BONDURANT RM 1                        9.168 METERS 35640     |
 OX0782|---------------------------------------------------------------------|
 OX0782
 OX0782                          SUPERSEDED SURVEY CONTROL
 OX0782
 OX0782  NAD 83(1993)-  43 12 45.40541(N)    110 25 00.16432(W) AD(       ) 1
 OX0782  NAD 83(1986)-  43 12 45.39378(N)    110 25 00.15332(W) AD(       ) 1
 OX0782  NAD 27      -  43 12 45.62900(N)    110 24 57.50000(W) AD(       ) 1
 OX0782  NGVD 29 (07/19/86) 2007.9    (m)         6588.     (f) VERT ANG       
 OX0782
 OX0782.Superseded values are not recommended for survey control.
 OX0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0782.See file dsdata.txt to determine how the superseded data were derived.
 OX0782
 OX0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN4737984591(NAD 83)
 OX0782_MARKER: DS = TRIANGULATION STATION DISK
 OX0782_SETTING: 0 = UNSPECIFIED SETTING
 OX0782_SP_SET: WELDED TO TOP OF IRON SOIL PIPE
 OX0782_STAMPING: BONDURANT 1946
 OX0782_MARK LOGO: CGS   
 OX0782_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0782
 OX0782  HISTORY     - Date     Condition        Report By
 OX0782  HISTORY     - 1946     MONUMENTED       CGS
 OX0782  HISTORY     - 19871109 GOOD             SCHERB
 OX0782
 OX0782                          STATION DESCRIPTION
 OX0782
 OX0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0782'THE STATION IS LOCATED ON A LOW SAGE BRUSH- COVERED KNOLL,
 OX0782'ON THE WEST BANK OF THE HOBACK RIVER, JUST EAST OF U.S. HIGHWAY
 OX0782'NO. 187, 25 MILES, AIRLINE, SOUTHEAST OF JACKSON, 36 MILES,
 OX0782'AIRLINE, NORTHWEST OF PINEDALE, AND 0.9 MILE NORTH OF THE
 OX0782'POST OFFICE IN BONDURANT.
 OX0782'
 OX0782'THE STATION MARK IS A STANDARD DISC WELDED ON THE TOP OF A
 OX0782'THREE INCH CAST IRON SOIL PIPE WHICH PROJECTS 1 INCH.  IT IS
 OX0782'6.75 FEET NORTH OF AN EAST-WEST FENCE LINE, 17 FEET WEST OF THE
 OX0782'WEST BANK OF THE HOBACK RIVER, 119 FEET EAST OF THE CENTER
 OX0782'LINE OF U.S. HIGHWAY NO. 187, AND 68.5 FEET EAST OF A NORTHWEST
 OX0782'FENCE CORNER.  IS STAMPED BONDURANT 1946.
 OX0782'
 OX0782'REFERENCE MARK NO. 1 IS A STANDARD DISC WELDED ON THE TOP
 OX0782'OF A THREE INCH CAST IRON SOIL PIPE WHICH IS SURROUNDED BY A
 OX0782'MASS OF CONCRETE AND PROJECTS 1 INCH.  IT IS THE SAME ELEVATION
 OX0782'AS THE STATION MARK, IS 8 FEET WEST OF THE BANK OF THE RIVER
 OX0782'AND IS STAMPED BONDURANT NO 1 1946.
 OX0782'
 OX0782'REFERENCE MARK NO. 2 IS A STANDARD DISC WELDED ON THE TOP
 OX0782'OF A THREE INCH CAST IRON SOIL PIPE WHICH IS SURROUNDED BY A
 OX0782'MASS OF CONCRETE AND PROJECTS 3 INCHES.  IT IS 1.5 FEET NORTH
 OX0782'OF AN EAST-WEST FENCE LINE, IS 1 FOOT LOWER THAN THE STATION,
 OX0782'AND IS STAMPED BONDURANT NO 2 1946
 OX0782'
 OX0782'THE AZIMUTH MARK IS A STANDARD C AND GS BENCH MARK DISC SET
 OX0782'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST WHICH PROJECTS
 OX0782'14 INCHES.  IT IS IN FRONT OF THE TRIANGLE F LODGE, 3.3 FEET
 OX0782'EAST OF THE EAST SUPPORT OF A LARGE SIGN, AND 45 FEET WEST
 OX0782'OF THE CENTER LINE OF U.S. HIGHWAY NO. 187.  IT IS STAMPED
 OX0782'L 45 1934
 OX0782'
 OX0782'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE PARK
 OX0782'IN JACKSON GO SOUTHEAST ON U.S. HIGHWAY NO. 187 22.2 MILES
 OX0782'TO A SIDE ROAD LEFT AT A SIGN DELL CREEK ROAD AND A BRIDGE ACROSS
 OX0782'THE HOBACK RIVER.  CONTINUE ON THE HIGHWAY 1.85 MILES TO A
 OX0782'POLE CORRAL ON THE RIGHT AND A WIRE FENCE CORNER ON THE
 OX0782'LEFT.  THE STATION IS ON THE LEFT.  A DRIVE STATION.
 OX0782
 OX0782                          STATION RECOVERY (1987)
 OX0782
 OX0782'RECOVERY NOTE BY SURVEYOR SCHERBEL LIMITED 1987 (PNS)
 OX0782'BONDURANT 1946 IS IN GOOD CONDITION.  NO 2 REFERENCE MARKER IS GOOD.
 OX0782'NO 1 REFERENCE MARKER DEPRESSED.  SET A BLACK STEEL FENCE WITH SIGN
 OX0782'NTY, 1 FT (0.3 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0285 ***********************************************************************
 NS0285  DESIGNATION -  BONES
 NS0285  PID         -  NS0285
 NS0285  STATE/COUNTY-  WY/FREMONT
 NS0285  USGS QUAD   -  HALLS MEADOW SPRING (1986)
 NS0285
 NS0285                         *CURRENT SURVEY CONTROL
 NS0285  ___________________________________________________________________
 NS0285* NAD 83(1993)-  42 26 08.95822(N)    109 01 47.52646(W)     ADJUSTED  
 NS0285* NAVD 88     -      2379.3    (meters)    7806.     (feet)  VERTCON   
 NS0285  ___________________________________________________________________
 NS0285  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 NS0285  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 NS0285
 NS0285  HORZ ORDER  -  THIRD
 NS0285
 NS0285.The horizontal coordinates were established by classical geodetic methods
 NS0285.and adjusted by the National Geodetic Survey in January 1997..
 NS0285
 NS0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0285
 NS0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0285
 NS0285.The geoid height was determined by GEOID03.
 NS0285
 NS0285;                    North         East     Units Scale Factor Converg.
 NS0285;SPC WYWC     -   215,022.635   576,973.008   MT  0.99994402   -0 11 19.8
 NS0285;UTM  12      - 4,700,047.143   662,046.445   MT  0.99992309   +1 19 46.8
 NS0285
 NS0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0285!SPC WYWC     -   0.99962883  x   0.99994402  =   0.99957287
 NS0285!UTM  12      -   0.99962883  x   0.99992309  =   0.99955195
 NS0285
 NS0285:                Primary Azimuth Mark                     Grid Az
 NS0285:SPC WYWC     -  ACORN                                    118 17 19.6
 NS0285:UTM  12      -  ACORN                                    116 46 13.0
 NS0285
 NS0285|---------------------------------------------------------------------|
 NS0285| PID    Reference Object                     Distance      Geod. Az  |
 NS0285|                                                           dddmmss.s |
 NS0285| NS0234 ACORN                               APPROX. 4.8 KM 1180559.8 |
 NS0285|---------------------------------------------------------------------|
 NS0285
 NS0285                          SUPERSEDED SURVEY CONTROL
 NS0285
 NS0285  NAD 83(1986)-  42 26 08.94080(N)    109 01 47.52509(W) AD(       ) 3
 NS0285  NAD 27      -  42 26 09.10683(N)    109 01 45.09759(W) AD(       ) 3
 NS0285  NGVD 29 (07/19/86) 2378.0    (m)         7802.     (f) VERT ANG       
 NS0285
 NS0285.Superseded values are not recommended for survey control.
 NS0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0285.See file dsdata.txt to determine how the superseded data were derived.
 NS0285
 NS0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6204600047(NAD 83)
 NS0285_MARKER: DD = SURVEY DISK
 NS0285_SETTING: 0 = UNSPECIFIED SETTING
 NS0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0285
 NS0285  HISTORY     - Date     Condition        Report By
 NS0285  HISTORY     - 1951     MONUMENTED       USGS
 NS0285
 NS0285                          STATION DESCRIPTION
 NS0285
 NS0285'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0285'LOCATED ABOUT 1.0 -AIRLINE W. OF MAIN TRIBUTARY OF THE SWEETWATER
 NS0285'RIVER AND ABOUT 8.0 MI.-AIRLINE- W.OF U.S.HIGHWAY 28,ON THE E.SLOPE OF
 NS0285'A RIDGE.
 NS0285'
 NS0285'TO REACH FROM THE INTERSECTION OF U.S.HIGHWAY 28 AND SWEETWATER RIVER,
 NS0285'PROCEED S.ON HIGHWAY 28 FOR 0.8 MI. TO RD. W. FROM HIGHWAY.
 NS0285'-SWEETWATER RANGER STATION ROAD- TURN RIGHT ON TO RANGER STATION
 NS0285'RD. AND GO 5.5 MI. TO A RD. LEFT -S-. CONTINUE W. AND N. ON RANGER
 NS0285'STATION RD. FOR 2.4 MI. TO A DIM RD. W.  TURN LEFT W. AND GO 0.2 MI.
 NS0285'PARTLY ON DIM RD. TO STATION SITE.
 NS0285'
 NS0285'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN A CONCRETE POST
 NS0285'PROTRUDING 8 IN. ABOVE SURFACE OF GROUND, STAMPED, ---WR BONES 1951--.
 NS0285'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0279 ***********************************************************************
 NS0279  DESIGNATION -  BONNEVILLE
 NS0279  PID         -  NS0279
 NS0279  STATE/COUNTY-  WY/SUBLETTE
 NS0279  USGS QUAD   -  MOUNT BONNEVILLE (1991)
 NS0279
 NS0279                         *CURRENT SURVEY CONTROL
 NS0279  ___________________________________________________________________
 NS0279* NAD 83(1993)-  42 51 35.63546(N)    109 20 35.82991(W)     ADJUSTED  
 NS0279* NAVD 88     -      3801.     (meters)   12470.     (feet)  SCALED    
 NS0279  ___________________________________________________________________
 NS0279  LAPLACE CORR-           7.52  (seconds)                    DEFLEC99
 NS0279  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 NS0279
 NS0279  HORZ ORDER  -  SECOND
 NS0279
 NS0279.The horizontal coordinates were established by classical geodetic methods
 NS0279.and adjusted by the National Geodetic Survey in January 1997..
 NS0279
 NS0279.The orthometric height was scaled from a topographic map.
 NS0279
 NS0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0279
 NS0279.The geoid height was determined by GEOID03.
 NS0279
 NS0279;                    North         East     Units Scale Factor Converg.
 NS0279;SPC WY W     -   362,356.387   860,477.439   MT  0.99998248   +0 30 12.2
 NS0279;UTM  12      - 4,746,588.165   635,343.860   MT  0.99982536   +1 07 37.5
 NS0279
 NS0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0279!SPC WY W     -   0.99940567  x   0.99998248  =   0.99938816
 NS0279!UTM  12      -   0.99940567  x   0.99982536  =   0.99923114
 NS0279
 NS0279|---------------------------------------------------------------------|
 NS0279| PID    Reference Object                     Distance      Geod. Az  |
 NS0279|                                                           dddmmss.s |
 NS0279| CQ5450 BONNEVILLE RM 1                                    07353     |
 NS0279| CQ5451 BONNEVILLE RM 2                                    16823     |
 NS0279| CQ5449 BONNEVILLE AZ MK                                   2190027.0 |
 NS0279|---------------------------------------------------------------------|
 NS0279
 NS0279                          SUPERSEDED SURVEY CONTROL
 NS0279
 NS0279  NAD 83(1986)-  42 51 35.61508(N)    109 20 35.82569(W) AD(       ) 2
 NS0279  NAD 27      -  42 51 35.80000(N)    109 20 33.33700(W) AD(       ) 2
 NS0279
 NS0279.Superseded values are not recommended for survey control.
 NS0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0279.See file dsdata.txt to determine how the superseded data were derived.
 NS0279
 NS0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN3534446588(NAD 83)
 NS0279_MARKER: DS = TRIANGULATION STATION DISK
 NS0279_SETTING: 80 = SET IN A BOULDER
 NS0279_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NS0279
 NS0279  HISTORY     - Date     Condition        Report By
 NS0279  HISTORY     - 1936     MONUMENTED       CGS
 NS0279
 NS0279                          STATION DESCRIPTION
 NS0279
 NS0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0279'ON HIGH ROCKY RANGE LYING JUST WEST OF CONTINENTAL DIVIDE,
 NS0279'ABOUT 26 MILES EAST OF PINEDALE, 13 MILES NORTH OF MUD LAKE
 NS0279'AND END OF NEAREST ROAD, 3 MILES NORTH OF GELKIE MOUNTAIN AT
 NS0279'SOUTH END OF RANGE, ON HIGHEST SUMMIT OF HIGH (12.530 FEET)
 NS0279'PROMINENT AND ROCKY PEAK KNOWN AS MT. BONNEVILLE, SOMETIMES
 NS0279'CALLED RAID MOUNTAIN, IN ABOUT CENTER OF SUMMIT, IN TOP OF
 NS0279'LARGE SEMIDETACHED FRAGMENT OF ROCK, ABOUT 30 FEET SOUTHWEST
 NS0279'OF NORTHEAST EDGE OF SUMMIT WHICH IS BRINK OF SHEER DROP OF
 NS0279'APPROXIMATELY 2,000 FEET TO FLOOR OF NARROW VALLEY AND
 NS0279'PARTIALLY FROZEN LAKE LYING CLOSE AGAINST SIDE OF MOUNTAIN.
 NS0279'STATION IS BEST REACHED FROM WEST BY PACK TRAIN FROM RANCH
 NS0279'OF DENNIS MITCHELL.  FROM PINEDALE, FOLLOW U.S. HIGHWAY
 NS0279'187 SOUTH 11.4 MILES.  TURN LEFT ONTO GRADED ROAD AT
 NS0279'GENERAL STORE AT BOULDER AND GO 6.1 MILES ON MAIN ROAD.  TURN
 NS0279'LEFT ONTO TRACK ROAD JUST AFTER PASSING THROUGH CUT AND GO
 NS0279'0.1 MILE.  PASS THROUGH GATE, GO EAST 0.2 MILE, KEEP TO RIGHT
 NS0279'FORK, GO NORTHEAST 0.5 MILE, PASS THROUGH GATE, AND GO
 NS0279'STRAIGHT AHEAD ON LEFT FORK 0.8 MILE.  TAKE RIGHT FORK
 NS0279'AND GO EAST OVER HILL AND ACROSS MEADOW 1.0 MILE.  TURN RIGHT
 NS0279'THROUGH UPPER WIRE GATE AND CONTINUE ON 0.3 MILE TO DENNIS
 NS0279'MITCHELLS RANCH.  HORSES MAY BE OBTAINED HERE, AND MR.
 NS0279'MITCHELL IS FAMILIAR WITH ROUTE TO STATION.  FROM RANCH, GO
 NS0279'NORTH ABOUT 1/3 MILE, BEARING RIGHT AT CURVE IN TRACK ROAD, TO
 NS0279'GATE.  PASS THROUGH GATE AND GO NORTH ABOUT 1-1/2 MILES TO
 NS0279'STRAND WIRE FENCE, AND THEN EAST ALONG FENCE TO OLD ROAD.
 NS0279'TURN RIGHT ONTO ROAD AND GO EAST AND NORTHEAST UP LOVETT CREEK
 NS0279'CANYON TO END OF CANYON, THENCE NORTHEAST UP TRAIL TO ITS END AT
 NS0279'TOP OF MOUNTAINS.  CONTINUE EASTERLY ACROSS COUNTRY THROUGH TIMBER
 NS0279'TO FOREST SERVICE TRAIL (ABOUT 2 OR 3 MILES), THEN EAST ALONG
 NS0279'TRAIL TO DIVIDE LAKE, AND NORTHWEST ALONG WEST SIDE OF LAKE ON
 NS0279'SCAB CREEK TRAIL FOR ABOUT 1-1/2 MILES TO LITTLE DIVIDE LAKE.
 NS0279'CONTINUE EASTERLY AROUND LAKE ON WELL-MARKED TRAIL FOR ABOUT 4 MILES
 NS0279'TO SIGN SCAB CREEK TRAIL, THENCE EASTERLY ALONG SOUTH
 NS0279'SIDE OF RAID CREEK FOR 3 OR 4 MILES UNTIL THE GOING
 NS0279'BECOMES VERY ROUGH, THEN BEAR LEFT UP DIVIDE BETWEEN SHEEP
 NS0279'CREEK AND RAID CREEK FOR ABOUT 1 MILE TO END OF HORSE TRAVEL IN
 NS0279'VICINITY OF SEVERAL LARGE SNOW DRIFTS, WHICH SEEM TO LIE THERE
 NS0279'ALL THE YEAR.  FROM END OF HORSE TRAVEL, HEAD NORTHEAST
 NS0279'UP STEEP AND ROCKY SLOPE TOWARD HIGH POINT AND GO ABOUT 1
 NS0279'1/2 MILES TO SUMMIT AND STATION.  FROM MITCHELLS RANCH TO
 NS0279'STATION IS ABOUT 1-1/2 DAYS STEADY TRAVELING ON
 NS0279'HORSEBACK, WITH ABOUT 2 HOURS HARD PACKING ON FOOT.
 NS0279'AFTER REACHING OPEN COUNTRY ABOUT 3 MILES EAST OF LITTLE
 NS0279'DIVIDE LAKE, MOUNT BONNEVILLE CAN BE SEEN AND EASILY IDENTIFIED
 NS0279'AS HIGH AND PROMINENT PEAK ON SKY LINE.  SEEN FROM WEST, ITS
 NS0279'DISTINCTIVE SHAPE IS HIGH PEAK TO LEFT (NORTH), WITH LOWER,
 NS0279'LEANING PEAK SHORT DISTANCE TO RIGHT (SOUTH).  HEAD AS DIRECTLY
 NS0279'TOWARD THE PEAK AS TOPOGRAPHY ALLOWS.  STATION MARK IS STANDARD
 NS0279'DISK IN BOULDER.  REFERENCE AND AZIMUTH MARKS ARE
 NS0279'STANDARD DISKS IN BOULDERS.  NO. 1 IS AT NORTHEAST
 NS0279'EDGE OF SUMMIT, 6.454 METERS (21.18 FEET) EAST OF STATION
 NS0279'N 73 DEG 53 MIN E.  NO. 2 IS ON BACKBONE OF SUMMIT,
 NS0279'9.625 METERS (31.58 FEET) SOUTH OF STATION S 11 DEG 37 MIN E.
 NS0279'AZIMUTH MARK IS ON SUMMIT OF FIRST LOW HILL
 NS0279'ACROSS DRAW TO SOUTH, ON NORTHWESTERLY AND LOWER SUMMIT OF
 NS0279'HILL, 20 FEET SOUTH OF SUMMIT, AND APPROXIMATELY 25 MILES
 NS0279'SOUTHWEST OF STATION S 39 DEG 00 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0336 ***********************************************************************
 OV0336  DESIGNATION -  BONNIDEE
 OV0336  PID         -  OV0336
 OV0336  STATE/COUNTY-  WY/JOHNSON
 OV0336  USGS QUAD   -  PROVENCE RANCH (1961)
 OV0336
 OV0336                         *CURRENT SURVEY CONTROL
 OV0336  ___________________________________________________________________
 OV0336* NAD 83(1993)-  43 58 23.00971(N)    106 16 57.02924(W)     ADJUSTED  
 OV0336* NAVD 88     -      1448.9    (meters)    4754.     (feet)  VERTCON   
 OV0336  ___________________________________________________________________
 OV0336  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 OV0336  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 OV0336  OBS GRAVITY -     980,076.7   (mgal)                       GRAV_OBS
 OV0336
 OV0336  HORZ ORDER  -  FIRST
 OV0336  VERT ORDER  -  THIRD ? (See Below)
 OV0336
 OV0336.The horizontal coordinates were established by classical geodetic methods
 OV0336.and adjusted by the National Geodetic Survey in January 1997..
 OV0336
 OV0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0336.The vertical order pertains to the NGVD 29 superseded value.
 OV0336
 OV0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0336
 OV0336.The geoid height was determined by GEOID03.
 OV0336.The observed gravity was obtained from relative gravimeter ties
 OV0336.to the IGSN71 gravity network.
 OV0336
 OV0336;                    North         East     Units Scale Factor Converg.
 OV0336;SPC WYEC     -   486,292.829   484,315.727   MT  1.00002491   +0 43 46.7
 OV0336;UTM  13      - 4,869,679.947   397,129.212   MT  0.99973015   -0 53 26.0
 OV0336
 OV0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0336!SPC WYEC     -   0.99977509  x   1.00002491  =   0.99979999
 OV0336!UTM  13      -   0.99977509  x   0.99973015  =   0.99950530
 OV0336
 OV0336|---------------------------------------------------------------------|
 OV0336| PID    Reference Object                     Distance      Geod. Az  |
 OV0336|                                                           dddmmss.s |
 OV0336| CQ5453 BONNIDEE RM 1                        12.325 METERS 08038     |
 OV0336| CQ5452 BONNIDEE AZ MK                                     2923135.2 |
 OV0336| CQ5454 BONNIDEE RM 2                        13.238 METERS 34902     |
 OV0336|---------------------------------------------------------------------|
 OV0336
 OV0336                          SUPERSEDED SURVEY CONTROL
 OV0336
 OV0336  NAD 83(1986)-  43 58 22.99077(N)    106 16 56.99994(W) AD(       ) 1
 OV0336  NAD 27      -  43 58 23.06800(N)    106 16 54.89600(W) AD(       ) 1
 OV0336  NGVD 29 (07/19/86) 1448.1    (m)         4751.     (f) LEVELING    3  
 OV0336
 OV0336.Superseded values are not recommended for survey control.
 OV0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0336.See file dsdata.txt to determine how the superseded data were derived.
 OV0336
 OV0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ9712969680(NAD 83)
 OV0336_MARKER: DS = TRIANGULATION STATION DISK
 OV0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0336
 OV0336  HISTORY     - Date     Condition        Report By
 OV0336  HISTORY     - 1934     MONUMENTED       CGS
 OV0336  HISTORY     - 1958     GOOD             USGS
 OV0336  HISTORY     - 1958     GOOD             USGS
 OV0336  HISTORY     - 1958     GOOD             CGS
 OV0336
 OV0336                          STATION DESCRIPTION
 OV0336
 OV0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OV0336'ABOUT 2-3/4 MILES NORTHEAST OF BONNIDEE POST OFFICE, ON
 OV0336'INCONSPICUOUS RIDGE EXTENDING NORTH AND SOUTH WHICH SLOPES
 OV0336'RATHER SHARPLY TO EAST AND GENTLY TO WEST, AND 96 FEET NORTH
 OV0336'OF CENTER OF ROAD.  TO REACH FROM BONNIDEE POST OFFICE, FOLLOW
 OV0336'MAIN ROAD NORTH 2.05 MILES ALONG SECTION LINE, TURN RIGHT
 OV0336'AND GO 0.5 MILE ON TRAIL TO ABANDONED RANCH TO RIGHT, CONTINUE
 OV0336'EAST 0.55 MILE, FOLLOW LEFT FORK (MAIN ROAD) 1.25 MILES, FOLLOW
 OV0336'RIGHT FORK (STRAIGHT AHEAD) 0.05 MILE, CONTINUE STRAIGHT
 OV0336'AHEAD (ON LEFT FORK) 0.25 MILE TO TOP OF RIDGE AND STATION
 OV0336'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 OV0336'DISKS IN CONCRETE.  UPPER MARK PROJECTS 4
 OV0336'INCHES ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 OV0336'STANDARD DISKS IN CONCRETE PROJECTING 4 INCHES
 OV0336'ABOVE GROUND.  NO. 1 IS 13.290 METERS (43.60 FEET) FROM
 OV0336'STATION.  NO. 2 IS 12.315 METERS
 OV0336'(40.41 FEET) FROM STATION.
 OV0336'DISTANCE BETWEEN REFERENCE MARKS IS 18.37 METERS (60.3 FEET).
 OV0336'AZIMUTH MARK PROJECTS 5 INCHES ABOVE GROUND, IS 10 FEET
 OV0336'SOUTH OF ABOVE-MENTIONED ROAD, ON EAST SLOPE OF LOW
 OV0336'HILL, AND ABOUT 0.5 MILE FROM STATION.
 OV0336
 OV0336                          STATION RECOVERY (1958)
 OV0336
 OV0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (JCD)
 OV0336'STATION MARK--STANDARD TABLET, STAMPED ---BONNIDEE 1934---, SET IN
 OV0336'THE TOP OF A 10 IN. SQUARE CONCRETE MONUMENT, PROJECTING 4 IN.
 OV0336'ABOVE GROUND.
 OV0336
 OV0336                          STATION RECOVERY (1958)
 OV0336
 OV0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OV0336'RECOVERED.
 OV0336'
 OV0336'STATION MARK - STANDARD CGS TABLET SET IN CONCRETE PROJECTING 4 IN.
 OV0336'ABOVE GROUND.
 OV0336'
 OV0336'REFERENCE MARKS - NONE.
 OV0336
 OV0336                          STATION RECOVERY (1958)
 OV0336
 OV0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 OV0336'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 OV0336'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 OV0336'DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.  THE DISTANCES
 OV0336'IN THE 1934 DESCRIPTION WERE REVERSED AND WERE THEREBY CHECKED.
 OV0336'DUE TO CHANGES IN LOCAL CONDITIONS A NEW DESCRIPTION FOLLOWS.
 OV0336'
 OV0336'THE STATION IS ABOUT 33.5 MILES SOUTHEAST OF BUFFALO, 25.0
 OV0336'MILES NORTH EAST OF KAYCEE, AND 20 MILES NORTH-NORTHWEST OF
 OV0336'SUSSEX.  IT IS ON A LOW RIDGE ABOUT 50 YARDS WEST OF THE
 OV0336'CENTER OF A GRAVEL ROAD.
 OV0336'
 OV0336'TO REACH THE STATION FROM THE POST OFFICE IN BUFFALO GO SOUTH
 OV0336'ON U.S. HIGHWAY 87 FOR 8.2 MILES TO A GRAVEL ROAD LEFT, JUST
 OV0336'NORTH OF A MICRO WAVE TOWER.  TURN LEFT AND GO 9.4 MILES
 OV0336'TO A FORK.  TAKE THE LEFT FORK AND GO 6.9 MILES TO AN IRON
 OV0336'BRIDGE OVER A CREEK.  CONTINUE AHEAD AND GO 0.2 MILE TO A
 OV0336'FORK.  TAKE THE LEFT FORK AND GO 6.3 MILES TO A GRAVELLED
 OV0336'ROAD LEFT.  TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD FOR
 OV0336'10.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.9 MILE TO
 OV0336'A DIM FORK RIGHT.  BEAR RIGHT FOR 100 YARDS TO THE STATION.
 OV0336'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON A
 OV0336'TRACK ROAD FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE
 OV0336'AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH
 OV0336'SIDE OF THE ROAD.
 OV0336'
 OV0336'THE STATION MARK, A STANDARD DISK STAMPED BONNIDEE 1934, IS
 OV0336'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 OV0336'PROJECTS 4 INCHES ABOVE THE GROUND.
 OV0336'
 OV0336'REFERENCE MARK 1, A STANDARD DISK STAMPED BONNIDEE NO 1 1934,
 OV0336'IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 OV0336'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS EAST OF THE
 OV0336'STATION.
 OV0336'
 OV0336'REFERENCE MARK 2, A STANDARD DISK STAMPED BONNIDEE NO 2 1934,
 OV0336'IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 OV0336'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS NORTHWEST OF
 OV0336'THE STATION.
 OV0336'
 OV0336'THE AZIMUTH MARKIS A STANDARD DISK STAMPED BONNIDEE 1934
 OV0336'AZIMUTH AND IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 OV0336'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS WEST
 OV0336'OF THE STATION.
 OV0336'
 OV0336'OBSERVATIONS WERE TAKEN FROM A PORTABLE TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0571 ***********************************************************************
 NQ0571  DESIGNATION -  BONTE
 NQ0571  PID         -  NQ0571
 NQ0571  STATE/COUNTY-  WY/CONVERSE
 NQ0571  USGS QUAD   -  POISON LAKE (1949)
 NQ0571
 NQ0571                         *CURRENT SURVEY CONTROL
 NQ0571  ___________________________________________________________________
 NQ0571* NAD 83(1993)-  42 30 40.10794(N)    105 27 07.98857(W)     ADJUSTED  
 NQ0571* NAVD 88     -      1753.1    (meters)    5752.     (feet)  VERTCON   
 NQ0571  ___________________________________________________________________
 NQ0571  LAPLACE CORR-          -9.68  (seconds)                    DEFLEC99
 NQ0571  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 NQ0571
 NQ0571  HORZ ORDER  -  THIRD
 NQ0571
 NQ0571.The horizontal coordinates were established by classical geodetic methods
 NQ0571.and adjusted by the National Geodetic Survey in January 1997..
 NQ0571
 NQ0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0571
 NQ0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0571
 NQ0571.The geoid height was determined by GEOID03.
 NQ0571
 NQ0571;                    North         East     Units Scale Factor Converg.
 NQ0571;SPC WY E     -   223,390.341   176,533.502   MT  0.99994427   -0 11 34.6
 NQ0571;UTM  13      - 4,706,629.242   462,849.473   MT  0.99961698   -0 18 20.1
 NQ0571
 NQ0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0571!SPC WY E     -   0.99972717  x   0.99994427  =   0.99967145
 NQ0571!UTM  13      -   0.99972717  x   0.99961698  =   0.99934425
 NQ0571
 NQ0571:                Primary Azimuth Mark                     Grid Az
 NQ0571:SPC WY E     -  POISON                                   359 04 52.6
 NQ0571:UTM  13      -  POISON                                   359 11 38.1
 NQ0571
 NQ0571|---------------------------------------------------------------------|
 NQ0571| PID    Reference Object                     Distance      Geod. Az  |
 NQ0571|                                                           dddmmss.s |
 NQ0571| NQ0569 POISON                              APPROX. 9.0 KM 3585318.0 |
 NQ0571|---------------------------------------------------------------------|
 NQ0571
 NQ0571                          SUPERSEDED SURVEY CONTROL
 NQ0571
 NQ0571  NAD 83(1986)-  42 30 40.08888(N)    105 27 07.97783(W) AD(       ) 3
 NQ0571  NAD 27      -  42 30 40.20488(N)    105 27 06.02524(W) AD(       ) 3
 NQ0571  NGVD 29 (07/19/86) 1752.2    (m)         5749.     (f) VERT ANG       
 NQ0571
 NQ0571.Superseded values are not recommended for survey control.
 NQ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0571.See file dsdata.txt to determine how the superseded data were derived.
 NQ0571
 NQ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6284906629(NAD 83)
 NQ0571_MARKER: DD = SURVEY DISK
 NQ0571_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0571_SP_SET: SET IN ROCK OUTCROP
 NQ0571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0571+STABILITY: POSITION/ELEVATION WELL
 NQ0571
 NQ0571  HISTORY     - Date     Condition        Report By
 NQ0571  HISTORY     - 1941     MONUMENTED       USGS
 NQ0571
 NQ0571                          STATION DESCRIPTION
 NQ0571
 NQ0571'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 NQ0571'LOCATED 6.6 MI. N. OF, THENCE 4.2 MI. W. OF ESTERBROOK RANGER STATION,
 NQ0571'ABOUT 0.6 MI. W. OF LA BONTE CREEK.  ON THE HIGHEST PART OF A SHORT
 NQ0571'TO THE W. AND SHALLOW SADDLE ABOUT 100 YDS. E. OF STATION.  THE
 NQ0571'STATION MARK IS ABOUT 10 FT. N. OF A ROCK CLIFF WHICH EXTENDS ALONG
 NQ0571'THE ENTIRE S. EDGE OF TOP.  TO THE W. OF THE DEEP SADDLE, A RIDGE OF
 NQ0571'SIMILAR DESCRIPTION EXTENDS SEVERAL MILES TO THE W.  THE TOP IS ROCKY.
 NQ0571'
 NQ0571'TO REACH STATION FROM INTERSECTION OF PRINCIPAL STREET IN DOUGLAS
 NQ0571'WITH U.S. HIGHWAY 87, DRIVE S. 0.75 MI. TO POINT WHERE U.S. HIGHWAY
 NQ0571'87 BENDS E., CONTINUE S. ON MAIN RD. TO ESTERBROOK 18.35 MI. TO
 NQ0571'SMALL WHITE SCHOOLHOUSE.  TAKE RIGHT RD. FORK HERE AND DRIVE 2.45
 NQ0571'MI.  HERE TAKE ABANDONED RD., TURNING ABOUT 160 DEGREES RIGHT AND
 NQ0571'DRIVE 0.2 MI. ALONG N. TOE OF RIDGE.  LEAVE TRUCK HERE AND WALK S.
 NQ0571'UP STEEP SLOPE.  TAKE W. SIDE OF SHALLOW RAVINE, ALSO LEAVING A
 NQ0571'GROVE OF PINE AND JUNIPER ABOUT 450 FT. TO LEFT.  TWENTY MINUTES
 NQ0571'WALK WITH PACK TO STATION.
 NQ0571'
 NQ0571'STATION MARK--STANDARD TABLET STAMPED ---BONTE 1941--- CEMENTED IN
 NQ0571'SOLID ROCK.
 NQ0571'
 NQ0571'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN SOLID
 NQ0571'ROCK, 7.21 FT. FROM STATION MARK, N 08 DEG 55 MIN W,
 NQ0571'STAMPED ---NO. 1 BONTE 1941---.
 NQ0571'
 NQ0571'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN SOLID
 NQ0571'ROCK, 3.73 FT. FROM STATION MARK, S 01 DEG 48 MIN E,
 NQ0571'STAMPED ---NO. 2 BONTE 1942---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0630 ***********************************************************************
 NQ0630  DESIGNATION -  BOONE
 NQ0630  PID         -  NQ0630
 NQ0630  STATE/COUNTY-  WY/ALBANY
 NQ0630  USGS QUAD   -  BOOT HEEL SE (1968)
 NQ0630
 NQ0630                         *CURRENT SURVEY CONTROL
 NQ0630  ___________________________________________________________________
 NQ0630* NAD 83(1993)-  42 00 11.49461(N)    105 49 25.68898(W)     ADJUSTED  
 NQ0630* NAVD 88     -      2231.4    (meters)    7321.     (feet)  VERTCON   
 NQ0630  ___________________________________________________________________
 NQ0630  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 NQ0630  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 NQ0630
 NQ0630  HORZ ORDER  -  FIRST
 NQ0630
 NQ0630.The horizontal coordinates were established by classical geodetic methods
 NQ0630.and adjusted by the National Geodetic Survey in January 1997..
 NQ0630
 NQ0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0630
 NQ0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0630
 NQ0630.The geoid height was determined by GEOID03.
 NQ0630
 NQ0630;                    North         East     Units Scale Factor Converg.
 NQ0630;SPC WY E     -   167,141.253   145,561.794   MT  0.99997395   -0 26 23.1
 NQ0630;UTM  13      - 4,650,458.943   431,777.798   MT  0.99965727   -0 33 04.6
 NQ0630
 NQ0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0630!SPC WY E     -   0.99965200  x   0.99997395  =   0.99962596
 NQ0630!UTM  13      -   0.99965200  x   0.99965727  =   0.99930939
 NQ0630
 NQ0630|---------------------------------------------------------------------|
 NQ0630| PID    Reference Object                     Distance      Geod. Az  |
 NQ0630|                                                           dddmmss.s |
 NQ0630| CP9697 BOONE RM 1                           17.672 METERS 10728     |
 NQ0630| CP9698 BOONE RM 2                                         1625833.3 |
 NQ0630| MO1307 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.33.8 KM 1925054.3 |
 NQ0630| CP9699 BOONE RM 3                           18.273 METERS 19928     |
 NQ0630| MO1306 ROCK RIVER WATER TANK               APPROX.31.8 KM 2040821.1 |
 NQ0630|---------------------------------------------------------------------|
 NQ0630
 NQ0630                          SUPERSEDED SURVEY CONTROL
 NQ0630
 NQ0630  NAD 83(1986)-  42 00 11.48005(N)    105 49 25.68157(W) AD(       ) 1
 NQ0630  NAD 27      -  42 00 11.59400(N)    105 49 23.66600(W) AD(       ) 1
 NQ0630  NGVD 29 (07/19/86) 2230.4    (m)         7318.     (f) VERT ANG       
 NQ0630
 NQ0630.Superseded values are not recommended for survey control.
 NQ0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0630.See file dsdata.txt to determine how the superseded data were derived.
 NQ0630
 NQ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG3177850459(NAD 83)
 NQ0630_MARKER: DS = TRIANGULATION STATION DISK
 NQ0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0630
 NQ0630  HISTORY     - Date     Condition        Report By
 NQ0630  HISTORY     - 1933     MONUMENTED       CGS
 NQ0630  HISTORY     - 1948     GOOD             CGS
 NQ0630  HISTORY     - 1953     GOOD             USGS
 NQ0630  HISTORY     - 1954     GOOD             FAS
 NQ0630
 NQ0630                          STATION DESCRIPTION
 NQ0630
 NQ0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 NQ0630'ABOUT 21 MILES NORTHEAST OF MEDICINE BOW, 20 MILES NORTH BY EAST
 NQ0630'OF ROCK RIVER, IN T. 24 N., R. 75 W., ON LOW MESA WHICH IS
 NQ0630'MOST SOUTHWESTERLY ONE OF GROUP EXTENDING TO NORTH AND EAST.
 NQ0630'THERE ARE SCATTERING TREES ON NORTH SIDE AND JAGGED ROCK
 NQ0630'OUTCROPS ABOUT 1/3 MILE SOUTH OF TOP OF MESA.  TO REACH FROM
 NQ0630'ROCK RIVER, GO NORTH 2.8 MILES ON U.S. HIGHWAY 30 TO WHEATLAND
 NQ0630'ROAD, TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD 10.5 MILES,
 NQ0630'FOLLOW LEFT FORK 0.2 MILE, FOLLOW LEFT FORK 11.4 MILES TO
 NQ0630'POINT WHERE ROAD JOINS FROM RIGHT, CONTINUE 0.3 MILE, FOLLOW
 NQ0630'LEFT FORK (LEAVING MAIN-TRAVELED ROAD) 0.4 MILE TO CREEK
 NQ0630'WASH, (GRAY OUTCROPPING ROCKS ABOUT 150 YARDS TO LEFT),
 NQ0630'CROSS CREEK, TURN LEFT AND GO IN WESTERLY DIRECTION ACROSS
 NQ0630'COUNTRY 2.0 MILES TO HIGHEST PART OF HILL AND STATION.
 NQ0630'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS
 NQ0630'IN CONCRETE.  REFERENCE MARK NO. 1 IS
 NQ0630'STANDARD REFERENCE DISK IN CONCRETE, ON MESA,
 NQ0630'AND 17.695 METERS (58.05 FEET) FROM STATION.
 NQ0630'NO. 2 IS STANDARD REFERENCE DISK IN BEDROCK,
 NQ0630'1.5 FEET BELOW TOP OF ROCK, AND APPROXIMATELY 1/3
 NQ0630'MILE FROM STATION.  NO.
 NQ0630'3 IS STANDARD REFERENCE DISK IN CONCRETE, ON MESA,
 NQ0630'AND 18.29 METERS (60.0 FEET) FROM STATION.
 NQ0630
 NQ0630                          STATION RECOVERY (1948)
 NQ0630
 NQ0630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0630'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 NQ0630'CONDITION.
 NQ0630'
 NQ0630'THE STATION IS LOCATED ABOUT 21 MILES AIRLINE NORTHEAST OF
 NQ0630'MEDICINE BOW AND ABOUT 20 MILES AIRLINE NORTH-NORTHEAST OF
 NQ0630'ROCK RIVER, ON A PROMINENT MESA THAT HAS AN ELEVATED ROCK
 NQ0630'OUTCROPPING AT THE SOUTH END OF A FEW SCATTERED TREES ON THE
 NQ0630'NORTH SLOPE.  THE STATION MARK PROJECTS 6 INCHES
 NQ0630'AND IS ON THE NORTHWEST END OF MESA 7 FEET SOUTHWEST
 NQ0630'OF A WHITE WITNESS POST.  IT IS STAMPED, BOONE 1933.
 NQ0630'
 NQ0630'REFERENCE MARK NO. 1 PROJECTS 4
 NQ0630'INCHES, IS 1 FOOT LOWER THAN THE STATION MARK AND IS STAMPED,
 NQ0630'BOONE NO 1 1933.
 NQ0630'
 NQ0630'REFERENCE MARK NO. 2 PROJECTS 6
 NQ0630'FEET, IS SET IN ROCK OUTCROPPING ON SOUTH END OF MESA, 6 FEET
 NQ0630'NORTHWEST OF A WHITE WITNESS POST.  IT IS STAMPED, BOONE
 NQ0630'NO 2 1933.
 NQ0630'
 NQ0630'REFERENCE MARK NO. 3 PROJECTS 5
 NQ0630'INCHES, IS 1 FOOT LOWER THAN THE STATION MARK AND IS STAMPED,
 NQ0630'BOONE NO 3 1933.
 NQ0630'
 NQ0630'TO REACH THE STATION FROM DOUGLAS.  GO WEST ON U.S. HIGHWAY
 NQ0630'20, 4.0 MILES TO A ROAD LEFT.  TURN LEFT, FOLLOW ROAD TOWARD
 NQ0630'ROCK RIVER VIA LA BONTE CANYON, 53.0 MILES TO A ROAD LEFT
 NQ0630'WHICH LEADS TO ESTERBROOK.  CONTINUE STRAIGHT AHEAD 3.3 MILES
 NQ0630'TO A ROAD LEFT WHICH LEADS TO GARRETT.  CONTINUE STRAIGHT AHEAD
 NQ0630'9.4 MILES TO A TRACK ROAD RIGHT 0.2 MILE AFTER PASSING A WOODED
 NQ0630'HILL ON LEFT.  TURN RIGHT, FOLLOW TRACK ROAD 1.3 MILE TO A
 NQ0630'GATE.  PASS THROUGH GATE, FOLLOW ROAD 1.3 MILE THEN LEAVE
 NQ0630'ROAD AND GO UP SLOPE TO SOUTH TO THE NORTHWEST END OF MESA
 NQ0630'AND STATION.  A DRIVE STATION.
 NQ0630
 NQ0630                          STATION RECOVERY (1953)
 NQ0630
 NQ0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NQ0630'RECOVERED.
 NQ0630'
 NQ0630'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---BOONE 1933---.
 NQ0630
 NQ0630                          STATION RECOVERY (1954)
 NQ0630
 NQ0630'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 NQ0630'RECOVERED STATION IN FAIR CONDITION.  PUBLISHED DESCRIPTION
 NQ0630'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0537 ***********************************************************************
 NT0537  CBN         -  This is a Cooperative Base Network Control Station.
 NT0537  DESIGNATION -  BORDER
 NT0537  PID         -  NT0537
 NT0537  STATE/COUNTY-  WY/LINCOLN
 NT0537  USGS QUAD   -  BORDER (1980)
 NT0537
 NT0537                         *CURRENT SURVEY CONTROL
 NT0537  ___________________________________________________________________
 NT0537* NAD 83(1993)-  42 11 41.43435(N)    111 02 50.14094(W)     ADJUSTED  
 NT0537* NAVD 88     -      1882.1    (meters)    6175.     (feet)  GPS OBS   
 NT0537  ___________________________________________________________________
 NT0537  X           -  -1,700,113.891 (meters)                     COMP
 NT0537  Y           -  -4,418,052.002 (meters)                     COMP
 NT0537  Z           -   4,262,917.750 (meters)                     COMP
 NT0537  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 NT0537  ELLIP HEIGHT-        1868.93  (meters)          (09/07/01) GPS OBS
 NT0537  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NT0537
 NT0537  HORZ ORDER  -  B
 NT0537  ELLP ORDER  -  FOURTH    CLASS I
 NT0537
 NT0537.The horizontal coordinates were established by GPS observations
 NT0537.and adjusted by the National Geodetic Survey in May 1992..
 NT0537
 NT0537.The orthometric height was determined by GPS observations and a
 NT0537.high-resolution geoid model.
 NT0537
 NT0537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NT0537
 NT0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0537
 NT0537.The ellipsoidal height was determined by GPS observations
 NT0537.and is referenced to NAD 83.
 NT0537
 NT0537.The geoid height was determined by GEOID03.
 NT0537
 NT0537;                    North         East     Units Scale Factor Converg.
 NT0537;SPC WY W     -   288,668.398   720,386.521   MT  1.00001546   -0 38 50.9
 NT0537;SPC ID E     -    59,269.126   292,455.839   MT  1.00005251   +0 45 06.9
 NT0537;UTM  12      - 4,671,410.855   496,097.889   MT  0.99960019   -0 01 54.3
 NT0537
 NT0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0537!SPC WY W     -   0.99970697  x   1.00001546  =   0.99972242
 NT0537!SPC ID E     -   0.99970697  x   1.00005251  =   0.99975946
 NT0537!UTM  12      -   0.99970697  x   0.99960019  =   0.99930727
 NT0537
 NT0537|---------------------------------------------------------------------|
 NT0537| PID    Reference Object                     Distance      Geod. Az  |
 NT0537|                                                           dddmmss.s |
 NT0537| AM7029 BORDER RM 2                          28.916 METERS 08700     |
 NT0537| AM7037 BORDER AZ MK                                       3023309.9 |
 NT0537| AM7028 BORDER RM 1                          25.576 METERS 35931     |
 NT0537|---------------------------------------------------------------------|
 NT0537
 NT0537                          SUPERSEDED SURVEY CONTROL
 NT0537
 NT0537  ELLIP H (07/28/92) 1868.99   (m)                       GP(       ) 5 1
 NT0537  ELLIP H (05/15/92) 1868.99   (m)                       GP(       ) 4 2
 NT0537  NAD 83(1986)-  42 11 41.42731(N)    111 02 50.12798(W) AD(       ) 2
 NT0537  NAD 27      -  42 11 41.67500(N)    111 02 47.44700(W) AD(       ) 2
 NT0537  NGVD 29 (05/10/91) 1881.0    (m)         6171.     (f) GPS OBS        
 NT0537
 NT0537.Superseded values are not recommended for survey control.
 NT0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0537.See file dsdata.txt to determine how the superseded data were derived.
 NT0537
 NT0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM9609871411(NAD 83)
 NT0537_MARKER: DS = TRIANGULATION STATION DISK
 NT0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0537_SP_SET: CONCRETE POST
 NT0537_STAMPING: BORDER 1933
 NT0537_MARK LOGO: CGS   
 NT0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0537+STABILITY: SURFACE MOTION
 NT0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0537+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 NT0537
 NT0537  HISTORY     - Date     Condition        Report By
 NT0537  HISTORY     - 1933     MONUMENTED       CGS
 NT0537  HISTORY     - 1933     GOOD             CGS
 NT0537  HISTORY     - 19900820 GOOD             NGS
 NT0537
 NT0537                          STATION DESCRIPTION
 NT0537
 NT0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NT0537'ABOUT 1 MILE NORTH OF BORDER RAILROAD STATION, AND 1.3 MILES
 NT0537'SOUTH OF BORDER INN WHICH IS AT INTERSECTION OF U.S. HIGHWAY
 NT0537'30N AND STATE HIGHWAY 89, ON SMALL HILL ABOUT 150 FEET HIGH,
 NT0537'ABOUT 75 YARDS WEST OF HIGHEST PART OF HILL, AND 30 PACES
 NT0537'EAST OF FENCE.  TO REACH FROM BORDER INN, GO WEST 0.5 MILE
 NT0537'ON U.S. HIGHWAY 30N, TURN LEFT AND GO SOUTH AND EAST ON MAIN
 NT0537'ROAD 1.25 MILES TO SIDE OF HILL, LEAVE ROAD AND GO UP HILL
 NT0537'IN SOUTHEAST DIRECTION TO STATION.  SURFACE AND UNDERGROUND
 NT0537'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 NT0537'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 NT0537'CONCRETE.  NO. 1 IS 83.91 FEET FROM STATION N 00 DEG 29 MIN W.
 NT0537'NO. 2 IS ON CREST OF HILL, 94.87
 NT0537'FEET FROM STATION N 87 DEG 00 MIN E.  NO. 3 IS IN FENCE
 NT0537'CORNER IN SOUTHWEST CORNER OF FIELD, AT ROAD CORNER, AND ABOUT 1/2
 NT0537'MILE FROM STATION N 57 DEG 27 MIN W.
 NT0537
 NT0537                          STATION RECOVERY (1933)
 NT0537
 NT0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 NT0537'RECOVERED IN GOOD CONDITION.
 NT0537
 NT0537                          STATION RECOVERY (1990)
 NT0537
 NT0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NT0537'STATION IS LOCATED ON THE IDAHO-WYOMING BORDER, ABOUT 24 KM
 NT0537'(14.91 MI) SOUTHEAST OF MONTPELIER, IDAHO, 1.7 KM (1.06 MI)
 NT0537'SOUTH-SOUTHWEST OF BORDER JUNCTION, WYOMING, 0.3 KM (0.19 MI) SOUTH OF
 NT0537'A GRAVEL PIT, ON A LOW SAGE-COVERED RIDGE, ON THE EAST EDGE OF
 NT0537'WYOMING SECTION 36, T 26 N, R 119 W.  OWNERSHIP--UNKNOWN.
 NT0537'TO REACH FROM THE JUNCTION OF US HIGHWAY 30 AND STATE HIGHWAY 89 AT
 NT0537'BORDER JUNCTION, WYOMING, GO WEST ON HIGHWAY 30 INTO IDAHO FOR 0.91
 NT0537'KM (0.57 MI) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH, ON PAVED, THEN
 NT0537'GRAVEL ROAD FOR 1.84 KM (1.14 MI) TO A ROAD CURVE LEFT AND THE
 NT0537'AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON ROAD FOR 0.19 KM
 NT0537'(0.12 MI) TO ROAD CURVE RIGHT AT GRAVEL PIT.  BEAR LEFT, NORTHEAST,
 NT0537'THEN SOUTHEAST, THROUGH PIT FOR 0.25 KM (0.16 MI) TO SOUTHEAST CORNER
 NT0537'OF PIT ON RIDGE.  PICK UP TRACK ROAD AND GO SOUTH ALONG WEST SIDE OF
 NT0537'FENCE FOR 0.27 KM (0.17 MI) , ABOUT 30 M (98.42 FT) AFTER CROSSING
 NT0537'HIGH GROUND TO THE STATION ON THE LEFT.
 NT0537'STATION MARK IS SET IN THE TOP OF A 35-CM SQUARE CONCRETE POST
 NT0537'PROJECTING 10 CM.  IT IS 24.2 M (79.40 FT) EAST OF THE FENCE, 1.0 M
 NT0537'(3.28 FT) EAST OF A FIBERGLASS WITNESS POST, 24 M (78.74 FT) WEST OF
 NT0537'AND 1 M (3.28 FT) LOWER THAN RIDGE TOP, ABOUT 75 M (246.06 FT)
 NT0537'NORTHWEST OF HIGH GROUND, ON LINE WITH THE EAST FENCE ALONG ROAD
 NT0537'LEADING SOUTH.
 NT0537'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0458 ***********************************************************************
 PV0458  DESIGNATION -  BORDER
 PV0458  PID         -  PV0458
 PV0458  STATE/COUNTY-  WY/CROOK
 PV0458  USGS QUAD   -  BEULAH (1984)
 PV0458
 PV0458                         *CURRENT SURVEY CONTROL
 PV0458  ___________________________________________________________________
 PV0458* NAD 83(1993)-  44 31 36.26492(N)    104 03 20.84812(W)     ADJUSTED  
 PV0458* NAVD 88     -      1138.     (meters)    3734.     (feet)  SCALED    
 PV0458  ___________________________________________________________________
 PV0458  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 PV0458  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 PV0458
 PV0458  HORZ ORDER  -  SECOND
 PV0458
 PV0458.The horizontal coordinates were established by classical geodetic methods
 PV0458.and adjusted by the National Geodetic Survey in January 1998..
 PV0458
 PV0458.The orthometric height was scaled from a topographic map.
 PV0458
 PV0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0458
 PV0458.The geoid height was determined by GEOID03.
 PV0458
 PV0458;                    North         East     Units Scale Factor Converg.
 PV0458;SPC WY E     -   447,875.974   288,301.635   MT  1.00003335   +0 46 44.6
 PV0458;SPC SD N     -    85,127.283   277,733.230   MT  0.99998073   -2 52 13.6
 PV0458;SPC SD N     -   279,288.43    911,196.44   sFT  0.99998073   -2 52 13.6
 PV0458;UTM  13      - 4,930,812.968   575,028.225   MT  0.99966923   +0 39 43.7
 PV0458
 PV0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0458!SPC WY E     -   0.99982391  x   1.00003335  =   0.99985726
 PV0458!SPC SD N     -   0.99982391  x   0.99998073  =   0.99980464
 PV0458!UTM  13      -   0.99982391  x   0.99966923  =   0.99949320
 PV0458
 PV0458:                Primary Azimuth Mark                     Grid Az
 PV0458:SPC WY E     -  GUY                                      064 26 26.2
 PV0458:SPC SD N     -  GUY                                      068 05 24.4
 PV0458:UTM  13      -  GUY                                      064 33 27.1
 PV0458
 PV0458|---------------------------------------------------------------------|
 PV0458| PID    Reference Object                     Distance      Geod. Az  |
 PV0458|                                                           dddmmss.s |
 PV0458| PU2376 GUY                                 APPROX. 6.9 KM 0651310.8 |
 PV0458| CP9700 BORDER RM 1                          16.085 METERS 18028     |
 PV0458| CP9701 BORDER RM 2                          18.589 METERS 27004     |
 PV0458|---------------------------------------------------------------------|
 PV0458
 PV0458                          SUPERSEDED SURVEY CONTROL
 PV0458
 PV0458  NAD 83(1993)-  44 31 36.25816(N)    104 03 20.85137(W) AD(       ) 2
 PV0458  NAD 83(1986)-  44 31 36.25215(N)    104 03 20.83943(W) AD(       ) 2
 PV0458  NAD 27      -  44 31 36.31360(N)    104 03 19.07540(W) AD(       ) 2
 PV0458
 PV0458.Superseded values are not recommended for survey control.
 PV0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0458.See file dsdata.txt to determine how the superseded data were derived.
 PV0458
 PV0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7502830813(NAD 83)
 PV0458_MARKER: DS = TRIANGULATION STATION DISK
 PV0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0458_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PV0458
 PV0458  HISTORY     - Date     Condition        Report By
 PV0458  HISTORY     - 1962     MONUMENTED       CGS
 PV0458
 PV0458                          STATION DESCRIPTION
 PV0458
 PV0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PV0458'THE STATION IS LOCATED ABOUT 10.0 MILES WEST-NORTHWEST OF SPEARFISH,
 PV0458'2 MILES SOUTHEAST OF BEULAH, WYOMING, ON THE SOUTH DAKOTA AND
 PV0458'WYOMING STATE LINE.
 PV0458'
 PV0458'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND U.S.
 PV0458'HIGHWAY 14, ABOUT 1.5 MILES NORTH OF SPEARFISH.  GO WEST AND
 PV0458'NORTHWEST ON U.S. HIGHWAY 14 FOR 8.2 MILES TO A ROAD-SIDE PARK
 PV0458'ON THE SOUTH SIDE OF THE HIGHWAY.  CONTINUE WEST ON U.S. HIGHWAY
 PV0458'14 FOR 2.5 MILES TO SIDE ROAD LEFT AND SOUTH DAKOTA-WYOMING
 PV0458'STATE LINE.  TURN LEFT AND GO SOUTH ON BLADED DIRT ROAD FOR 0.8
 PV0458'MILE TO BOUNDARY MARKER ON THE WEST SIDE OF THE ROAD.  CONTINUE
 PV0458'SOUTH ON BLADED DIRT ROAD FOR 0.4 MILE TO TOP OF GRADE AND THE
 PV0458'STATION ON THE EAST SIDE OF THE ROAD.
 PV0458'
 PV0458'THE STATION MARK IS A STANDARD DISK STAMPED BORDER 1962 SET
 PV0458'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN DIAMETER
 PV0458'AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 29 FEET
 PV0458'EAST OF THE CENTER OF DIRT ROAD, 7 FEET NORTHWEST OF METAL
 PV0458'WITNESS POST WITH SIGN AND 4.5 FEET WEST OF NORTH-SOUTH FENCE
 PV0458'LINE.
 PV0458'
 PV0458'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BORDER NO 1 1962
 PV0458'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN
 PV0458'DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 PV0458'30 FEET EAST OF THE CENTER OF DIRT ROAD AND 5 FEET WEST OF
 PV0458'NORTH-SOUTH FENCE LINE.
 PV0458'
 PV0458'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BORDER NO 2 1962
 PV0458'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT 12 INCHES
 PV0458'IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 PV0458'32 FEET WEST OF THE CENTER OF DIRT ROAD AND 1 FOOT EAST OF
 PV0458'NORTH-SOUTH FENCE LINE.  THIS REFERENCE MARK IS IN WYOMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1299 ***********************************************************************
 MO1299  DESIGNATION -  BOSLER
 MO1299  PID         -  MO1299
 MO1299  STATE/COUNTY-  WY/ALBANY
 MO1299  USGS QUAD   -  BOSLER (1981)
 MO1299
 MO1299                         *CURRENT SURVEY CONTROL
 MO1299  ___________________________________________________________________
 MO1299* NAD 83(1993)-  41 35 30.76507(N)    105 40 39.28504(W)     ADJUSTED  
 MO1299* NAVD 88     -      2146.7    (meters)    7043.     (feet)  VERTCON   
 MO1299  ___________________________________________________________________
 MO1299  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 MO1299  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 MO1299
 MO1299  HORZ ORDER  -  THIRD
 MO1299
 MO1299.The horizontal coordinates were established by classical geodetic methods
 MO1299.and adjusted by the National Geodetic Survey in January 1997..
 MO1299
 MO1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1299
 MO1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1299
 MO1299.The geoid height was determined by GEOID03.
 MO1299
 MO1299;                    North         East     Units Scale Factor Converg.
 MO1299;SPC WY E     -   121,376.920   157,403.707   MT  0.99995982   -0 20 21.0
 MO1299;UTM  13      - 4,604,686.324   443,527.210   MT  0.99963925   -0 26 59.3
 MO1299
 MO1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1299!SPC WY E     -   0.99966524  x   0.99995982  =   0.99962508
 MO1299!UTM  13      -   0.99966524  x   0.99963925  =   0.99930461
 MO1299
 MO1299|---------------------------------------------------------------------|
 MO1299| PID    Reference Object                     Distance      Geod. Az  |
 MO1299|                                                           dddmmss.s |
 MO1299| MO1298 68                                    7.602 METERS 08132     |
 MO1299| CP9703 BOSLER RM 1                          19.120 METERS 16233     |
 MO1299| CP9702 BOSLER AZ MK                                       2263650.5 |
 MO1299|---------------------------------------------------------------------|
 MO1299
 MO1299                          SUPERSEDED SURVEY CONTROL
 MO1299
 MO1299  NAD 83(1986)-  41 35 30.75010(N)    105 40 39.28173(W) AD(       ) 3
 MO1299  NAD 27      -  41 35 30.84800(N)    105 40 37.30800(W) AD(       ) 3
 MO1299  NGVD 29 (07/19/86) 2145.6    (m)         7039.     (f) VERT ANG       
 MO1299
 MO1299.Superseded values are not recommended for survey control.
 MO1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1299.See file dsdata.txt to determine how the superseded data were derived.
 MO1299
 MO1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4352704686(NAD 83)
 MO1299_MARKER: DS = TRIANGULATION STATION DISK
 MO1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1299
 MO1299  HISTORY     - Date     Condition        Report By
 MO1299  HISTORY     - 1948     MONUMENTED       CGS
 MO1299  HISTORY     - 1954     GOOD             FAS
 MO1299
 MO1299                          STATION DESCRIPTION
 MO1299
 MO1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1299'THE STATION IS LOCATED IN T.19 N., R.74 W., NEAR THE E 1/4
 MO1299'CORNER SECTION 27 AND A ABOUT 1.5 MILE AIR LINE NORTHEAST OF
 MO1299'BOSLER.  THE STATION MARK IS ON THE EAST BANK OF AN IRRIGATION
 MO1299'DITCH, 27 FEET NORTH OF THE EAST END OF A BRIDGE ACROSS THE
 MO1299'IRRIGATION DITCH, 5 FEET SOUTH OF AN EAST-WEST FENCE LINE, 6
 MO1299'FEET NORTHWEST OF A WHITE WITNESS POST, PROJECTS 6 INCHES AND
 MO1299'STAMPED, BOSLER 1948.
 MO1299'
 MO1299'REFERENCE MARK NO. 1 IS ON THE EAST BANK OF THE IRRIGATION DITCH,
 MO1299'1 FOOT NORTH OF A EAST-WEST FENCE LINE, APPROXIMATELY THE SAME
 MO1299'ELEVATION AS THE STATION MARK, PROJECTS 8 INCHES AND STAMPED,
 MO1299'BOSLER NO 1 1948.
 MO1299'
 MO1299'REFERENCE MARK NO. 2 IS A U.S. COAST AND GEODETIC SURVEY AND
 MO1299'STATE SURVEY BRONZE DISK SET IN A 6 X 6 INCH CONCRETE POST, 1
 MO1299'FOOT SOUTH OF AN EAST-WEST FENCE LINE, APPROXIMATELY 2 FEET
 MO1299'LOWER THAN THE STATION MARK, PROJECTS 6 INCHES AND STAMPED, 68.
 MO1299'
 MO1299'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO THE STATION, 50
 MO1299'YARDS NORTHEAST OF THE BOSLER SCHOOL HOUSE, 30 FEET SOUTHWEST
 MO1299'OF A FORK IN THE ROAD, 3 FEET NORTHEAST OF A WHITE WITNESS POST,
 MO1299'PROJECTS 8 INCHES AND STAMPED, BOSLER 1948.
 MO1299'
 MO1299'AN EXTRA AZIMUTH MARK IS 69 (WGS 1934) 1948 IS A U.S. COAST AND
 MO1299'GEODETIC SURVEY AND STATE SURVEY BRONZE DISK SET IN THE SOUTHEAST
 MO1299'WINGWALL OF A STEEL BRIDGE ACROSS THE LARAMIE RIVER, PROJECTS
 MO1299'5 FEET AND STAMPED, 69.
 MO1299'
 MO1299'TO REACH THE STATION FROM THE POST OFFICE IN BOSLER, GO NORTH
 MO1299'ON U.S. HIGHWAY 30 FOR 0.15 MILE TO A GRADED ROAD RIGHT, EAST.
 MO1299'TURN RIGHT AND GO AROUND THE NORTH SIDE OF SCHOOL HOUSE FOR 0.1
 MO1299'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON GRADED
 MO1299'ROAD 1.3 MILE TO A BRIDGE OVER THE LARAMIE RIVER AND 69 (WGS
 MO1299'1934) 1948 IN THE SOUTHEAST WINGWALL.  CONTINUE 0.65 MILE TO A
 MO1299'BRIDGE OVER AN IRRIGATION DITCH AND THE STATION ON THE LEFT,
 MO1299'NORTH, AS DESCRIBED.  A DRIVE STATION.
 MO1299
 MO1299                          STATION RECOVERY (1954)
 MO1299
 MO1299'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954 (DHK)
 MO1299'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0531 ***********************************************************************
 MP0531  DESIGNATION -  BOSWELL
 MP0531  PID         -  MP0531
 MP0531  STATE/COUNTY-  WY/ALBANY
 MP0531  USGS QUAD   -  WOODS LANDING (1992)
 MP0531
 MP0531                         *CURRENT SURVEY CONTROL
 MP0531  ___________________________________________________________________
 MP0531* NAD 83(1993)-  41 00 08.56976(N)    106 00 23.35697(W)     ADJUSTED  
 MP0531* NAVD 88     -      2424.8    (meters)    7955.     (feet)  VERTCON   
 MP0531  ___________________________________________________________________
 MP0531  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MP0531  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 MP0531
 MP0531  HORZ ORDER  -  THIRD
 MP0531
 MP0531.The horizontal coordinates were established by classical geodetic methods
 MP0531.and adjusted by the National Geodetic Survey in January 1997..
 MP0531
 MP0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0531
 MP0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0531
 MP0531.The geoid height was determined by GEOID03.
 MP0531
 MP0531;                    North         East     Units Scale Factor Converg.
 MP0531;SPC WY E     -    56,125.150   129,348.074   MT  0.99999891   -0 33 03.7
 MP0531;SPC CO N     -   490,248.471   871,788.300   MT  1.00004289   -0 19 38.1
 MP0531;SPC CO N     - 1,608,423.53  2,860,192.11   sFT  1.00004289   -0 19 38.1
 MP0531;UTM  13      - 4,539,509.121   415,355.245   MT  0.99968818   -0 39 37.4
 MP0531
 MP0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0531!SPC WY E     -   0.99962151  x   0.99999891  =   0.99962042
 MP0531!SPC CO N     -   0.99962151  x   1.00004289  =   0.99966439
 MP0531!UTM  13      -   0.99962151  x   0.99968818  =   0.99930981
 MP0531
 MP0531:                Primary Azimuth Mark                     Grid Az
 MP0531:SPC WY E     -  BOSWELL AZ MK                            049 13 05.0
 MP0531:SPC CO N     -  BOSWELL AZ MK                            048 59 39.4
 MP0531:UTM  13      -  BOSWELL AZ MK                            049 19 38.7
 MP0531
 MP0531|---------------------------------------------------------------------|
 MP0531| PID    Reference Object                     Distance      Geod. Az  |
 MP0531|                                                           dddmmss.s |
 MP0531| MO0795 BOSWELL AZ MK                                      0484001.3 |
 MP0531| CQ5456 BOSWELL RM 1                         10.095 METERS 09152     |
 MP0531| CQ5457 BOSWELL RM 2                          9.484 METERS 35232     |
 MP0531|---------------------------------------------------------------------|
 MP0531
 MP0531                          SUPERSEDED SURVEY CONTROL
 MP0531
 MP0531  NAD 83(1993)-  41 00 08.56347(N)    106 00 23.35543(W) AD(       ) 3
 MP0531  NAD 83(1986)-  41 00 08.56190(N)    106 00 23.35441(W) AD(       ) 3
 MP0531  NAD 27      -  41 00 08.65000(N)    106 00 21.32300(W) AD(       ) 3
 MP0531  NGVD 29 (07/19/86) 2423.6    (m)         7951.     (f) VERT ANG       
 MP0531
 MP0531.Superseded values are not recommended for survey control.
 MP0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0531.See file dsdata.txt to determine how the superseded data were derived.
 MP0531
 MP0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1535539509(NAD 83)
 MP0531_MARKER: DS = TRIANGULATION STATION DISK
 MP0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0531
 MP0531  HISTORY     - Date     Condition        Report By
 MP0531  HISTORY     - 1949     MONUMENTED       CGS
 MP0531
 MP0531                          STATION DESCRIPTION
 MP0531
 MP0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0531'THE STATION IS LOCATED ABOUT 7.3 MILES AIRLINE SOUTH OF
 MP0531'WOODS LANDING AND ABOUT 0.75 MILE WEST OF THE LARAMIE RIVER ON
 MP0531'A LOW GRASSY RIDGE.  THE STATION MARK PROJECTS 5 INCHES, IS
 MP0531'SET ON THE HIGHEST POINT OF RIDGE AND IS STAMPED, BOSWELL 1949.
 MP0531'
 MP0531'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, IS THE SAME ELEVATION
 MP0531'AS THE STATION MARK AND IS STAMPED, BOSWELL NO 1 1949.
 MP0531'
 MP0531'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS 6 INCHES LOWER THAN
 MP0531'THE STATION MARK AND IS STAMPED, BOSWELL NO 2 1949.
 MP0531'
 MP0531'THE AZIMUTH MARK PROJECTS 4 INCHES, IS SET 2 FEET SOUTH OF
 MP0531'A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF A WIRE FENCE.
 MP0531'THE MARK IS STAMPED, BOSWELL 1949.
 MP0531'
 MP0531'TO REACH THE STATION FROM WOODS LANDING.  CROSS BRIDGE AND GO
 MP0531'SOUTH ON BLADED ROAD 9.8 MILES TO A ROAD SHARP LEFT.  TURN
 MP0531'LEFT, GO 0.9 MILE TO A DIM ROAD RIGHT BEFORE REACHING A CATTLE
 MP0531'GUARD.  TURN RIGHT TO THE AZIMUTH MARK ON LEFT, THEN CONTINUE
 MP0531'ON ROAD 0.85 MILE TO STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1295 ***********************************************************************
 MO1295  DESIGNATION -  BOSWELL
 MO1295  PID         -  MO1295
 MO1295  STATE/COUNTY-  WY/ALBANY
 MO1295  USGS QUAD   -  AYRES SPRING (1981)
 MO1295
 MO1295                         *CURRENT SURVEY CONTROL
 MO1295  ___________________________________________________________________
 MO1295* NAD 83(1993)-  41 59 05.68928(N)    105 38 57.17662(W)     ADJUSTED  
 MO1295* NAVD 88     -      2351.1    (meters)    7714.     (feet)  VERTCON   
 MO1295  ___________________________________________________________________
 MO1295  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 MO1295  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 MO1295
 MO1295  HORZ ORDER  -  THIRD
 MO1295
 MO1295.The horizontal coordinates were established by classical geodetic methods
 MO1295.and adjusted by the National Geodetic Survey in January 1997..
 MO1295
 MO1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1295
 MO1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1295
 MO1295.The geoid height was determined by GEOID03.
 MO1295
 MO1295;                    North         East     Units Scale Factor Converg.
 MO1295;SPC WY E     -   165,014.777   160,013.450   MT  0.99995717   -0 19 22.1
 MO1295;UTM  13      - 4,648,305.030   446,220.677   MT  0.99963559   -0 26 03.5
 MO1295
 MO1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1295!SPC WY E     -   0.99963319  x   0.99995717  =   0.99959037
 MO1295!UTM  13      -   0.99963319  x   0.99963559  =   0.99926891
 MO1295
 MO1295:                Primary Azimuth Mark                     Grid Az
 MO1295:SPC WY E     -  DODGE                                    136 00 09.0
 MO1295:UTM  13      -  DODGE                                    136 06 50.4
 MO1295
 MO1295|---------------------------------------------------------------------|
 MO1295| PID    Reference Object                     Distance      Geod. Az  |
 MO1295|                                                           dddmmss.s |
 MO1295| MO1291 DODGE                               APPROX. 4.2 KM 1354046.9 |
 MO1295|---------------------------------------------------------------------|
 MO1295
 MO1295                          SUPERSEDED SURVEY CONTROL
 MO1295
 MO1295  NAD 83(1986)-  41 59 05.67387(N)    105 38 57.16964(W) AD(       ) 3
 MO1295  NAD 27      -  41 59 05.78618(N)    105 38 55.18054(W) AD(       ) 3
 MO1295  NGVD 29 (07/19/86) 2350.1    (m)         7710.     (f) VERT ANG       
 MO1295
 MO1295.Superseded values are not recommended for survey control.
 MO1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1295.See file dsdata.txt to determine how the superseded data were derived.
 MO1295
 MO1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4622148305(NAD 83)
 MO1295_MARKER: DD = SURVEY DISK
 MO1295_SETTING: 66 = SET IN ROCK OUTCROP
 MO1295_SP_SET: SET IN ROCK OUTCROP
 MO1295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1295+STABILITY: POSITION/ELEVATION WELL
 MO1295
 MO1295  HISTORY     - Date     Condition        Report By
 MO1295  HISTORY     - 1953     MONUMENTED       USGS
 MO1295
 MO1295                          STATION DESCRIPTION
 MO1295
 MO1295'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1295'STATION LOCATED ABOUT 23 MI. NE. OF ROCK RIVER, IN SEC. 12, T 23 N,
 MO1295'R 74 W, ON THE HIGHEST POINT OF A ROCK TOP.
 MO1295'
 MO1295'TO REACH STATION FROM ROCK RIVER SCHOOLHOUSE, GO N. ON U.S. HIGHWAY
 MO1295'30 1.3 MI. TO A POINT WHERE THE OLD HIGHWAY FORKS OFF TO THE RIGHT,
 MO1295'TAKE THE OLD RD. AND GO 1.3 MI. TO A CROSSROADS, TURN RIGHT AND
 MO1295'FOLLOW SIGNS MARKED ---GARRETT ROUTE--- 22.3 MI. TO A TRACK RD.
 MO1295'TURNOFF ON LEFT, TURN LEFT AND GO 0.6 MI. TO A RD. FORK, TAKE RIGHT
 MO1295'FORK AND GO 0.3 MI. TO RD. FORK, TAKE RIGHT FORK AND GO 1.7 MI. TO
 MO1295'A RD. FORK, TAKE RIGHT FORK AND GO 0.05 MI. TO A RD. FORK, TAKE LEFT
 MO1295'FORK AND CONTINUE UP DRAW 0.6 MI., TURN LEFT OFF RD. AND DRIVE TO THE
 MO1295'SIDE OF THE HILL.  FROM HERE PACK TO THE HIGHEST POINT OF ROCK TOP
 MO1295'AND STATION SITE.
 MO1295'
 MO1295'STATION MARK--STANDARD TABLET, SET IN GRANITE ROCK, STAMPED
 MO1295'---BOSWELL 1953---.
 MO1295'
 MO1295'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0795 ***********************************************************************
 MO0795  DESIGNATION -  BOSWELL AZ MK
 MO0795  PID         -  MO0795
 MO0795  STATE/COUNTY-  WY/ALBANY
 MO0795  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0795
 MO0795                         *CURRENT SURVEY CONTROL
 MO0795  ___________________________________________________________________
 MO0795* NAD 83(1986)-  41 00 36.     (N)    105 59 42.     (W)     SCALED    
 MO0795* NAVD 88     -      2430.966  (meters)    7975.59   (feet)  ADJUSTED  
 MO0795  ___________________________________________________________________
 MO0795  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 MO0795  DYNAMIC HT  -        2428.652 (meters)    7968.00  (feet)  COMP
 MO0795  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 MO0795
 MO0795  VERT ORDER  -  SECOND    CLASS 0
 MO0795
 MO0795.The horizontal coordinates were scaled from a topographic map and have
 MO0795.an estimated accuracy of +/- 6 seconds.
 MO0795
 MO0795.The orthometric height was determined by differential leveling
 MO0795.and adjusted by the National Geodetic Survey in June 1991..
 MO0795
 MO0795.The geoid height was determined by GEOID03.
 MO0795
 MO0795.The dynamic height is computed by dividing the NAVD 88
 MO0795.geopotential number by the normal gravity value computed on the
 MO0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0795.degrees latitude (g = 980.6199 gals.).
 MO0795
 MO0795.The modeled gravity was interpolated from observed gravity values.
 MO0795
 MO0795;                    North         East    Units  Estimated Accuracy
 MO0795;SPC WY E     -    56,960.      130,320.      MT  (+/- 180 meters Scaled)
 MO0795
 MO0795                          SUPERSEDED SURVEY CONTROL
 MO0795
 MO0795  NGVD 29 (??/??/92) 2429.75   (m)         7971.6    (f) COMPUTED    2 0
 MO0795
 MO0795.Superseded values are not recommended for survey control.
 MO0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0795.See file dsdata.txt to determine how the superseded data were derived.
 MO0795
 MO0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF163403(NAD 83)
 MO0795_MARKER: DZ = AZIMUTH MARK DISK
 MO0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0795_STAMPING: BOSWELL 1949
 MO0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0795+STABILITY: SURFACE MOTION
 MO0795
 MO0795  HISTORY     - Date     Condition        Report By
 MO0795  HISTORY     - 1949     MONUMENTED       CGS
 MO0795  HISTORY     - 1951     GOOD             NGS
 MO0795
 MO0795                          STATION DESCRIPTION
 MO0795
 MO0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MO0795'8.9 MI SE FROM WOODS LANDING.
 MO0795'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 MO0795'BRIDGE AT WOODS LANDING, THENCE 0.7 MILE NORTHEAST ALONG A WINDING
 MO0795'GRAVELED ROAD, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 51
 MO0795'FEET SOUTH OF THE SOUTH END OF A CATTLE GUARD, 1 FOOT WEST OF A FENCE,
 MO0795'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0795'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  THE TRIANGULATION STATION
 MO0795'WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0460 ***********************************************************************
 NR0460  DESIGNATION -  BOULDER
 NR0460  PID         -  NR0460
 NR0460  STATE/COUNTY-  WY/FREMONT
 NR0460  USGS QUAD   -  JEFFREY CITY (1984)
 NR0460
 NR0460                         *CURRENT SURVEY CONTROL
 NR0460  ___________________________________________________________________
 NR0460* NAD 83(1993)-  42 25 16.35827(N)    107 46 53.54316(W)     ADJUSTED  
 NR0460* NAVD 88     -      2241.2    (meters)    7353.     (feet)  VERTCON   
 NR0460  ___________________________________________________________________
 NR0460  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 NR0460  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 NR0460
 NR0460  HORZ ORDER  -  THIRD
 NR0460
 NR0460.The horizontal coordinates were established by classical geodetic methods
 NR0460.and adjusted by the National Geodetic Survey in January 1997..
 NR0460
 NR0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0460
 NR0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0460
 NR0460.The geoid height was determined by GEOID03.
 NR0460
 NR0460;                    North         East     Units Scale Factor Converg.
 NR0460;SPC WYWC     -   213,816.175   679,701.710   MT  1.00001563   +0 39 12.0
 NR0460;UTM  13      - 4,700,293.185   271,156.685   MT  1.00024438   -1 52 37.8
 NR0460
 NR0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0460!SPC WYWC     -   0.99965067  x   1.00001563  =   0.99966630
 NR0460!UTM  13      -   0.99965067  x   1.00024438  =   0.99989497
 NR0460
 NR0460:                Primary Azimuth Mark                     Grid Az
 NR0460:SPC WYWC     -  KIRK                                     231 03 17.9
 NR0460:UTM  13      -  KIRK                                     233 35 07.7
 NR0460
 NR0460|---------------------------------------------------------------------|
 NR0460| PID    Reference Object                     Distance      Geod. Az  |
 NR0460|                                                           dddmmss.s |
 NR0460| NR0461 KIRK                                APPROX. 9.0 KM 2314229.9 |
 NR0460|---------------------------------------------------------------------|
 NR0460
 NR0460                          SUPERSEDED SURVEY CONTROL
 NR0460
 NR0460  NAD 83(1986)-  42 25 16.34493(N)    107 46 53.54087(W) AD(       ) 3
 NR0460  NAD 27      -  42 25 16.49926(N)    107 46 51.26394(W) AD(       ) 3
 NR0460  NGVD 29 (07/19/86) 2240.0    (m)         7349.     (f) VERT ANG       
 NR0460
 NR0460.Superseded values are not recommended for survey control.
 NR0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0460.See file dsdata.txt to determine how the superseded data were derived.
 NR0460
 NR0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7115700293(NAD 83)
 NR0460
 NR0460  HISTORY     - Date     Condition        Report By
 NR0460  HISTORY     - 1948     MONUMENTED       USGS
 NR0460  HISTORY     - 1950     GOOD             USGS
 NR0460
 NR0460                          STATION DESCRIPTION
 NR0460
 NR0460'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (SLB)
 NR0460'STATION IS LOCATED IN SE. 1/4 OF SEC. 2, T 28 N, R 92 W.
 NR0460'
 NR0460'STATION IS BEST REACHED FROM JUNCTION POINT OF THE SWEETWATER RIVER
 NR0460'AND U.S. HIGHWAY 287, LOCATED ABOUT 43 MI. E. OF LANDER, WYOMING, AT
 NR0460'A POINT KNOWN LOCALLY AS SWEETWATER STATION.  FROM THE BRIDGE OVER
 NR0460'THE SWEETWATER RIVER, PROCEED E. 18.2 MI. TO DIRT RD. LEADING TO
 NR0460'CARTER OIL COMPANY FIELDS.  TAKE WELL TRAVELED DIRT RD. S. 4.9 MI.
 NR0460'TO RD. FORK.  TAKE LEFT FORK SE. 0.8 MI. TO RD. FORK.  TAKE LEFT
 NR0460'FORK SE. 2.2 MI. TO BRIDGE AND T-RD.  TAKE LEFT TURN AND E. ON WELL
 NR0460'TRAVELED RD. 1.1 MI. TO RD. FORK.  TAKE LEFT FORK E. TOWARD RESERVOIR
 NR0460'0.2 MI.  TAKE 90 DEGREE TURN LEFT ON W. SIDE OF RESERVOIR AND HEAD N.
 NR0460'DOWN DRAIN 0.3 MI. TO WHERE DRAIN CUTS SE.  A DIM RD. WILL BE FOUND
 NR0460'ON THE W. SIDE OF THE DRAIN HEADING N.  CONTINUE N. ON RD. 0.3 MI. TO
 NR0460'DIM T-RD.  LEFT TURN AND W. 0.9 MI.  TAKE 90 DEGREE TURN RIGHT AND E.
 NR0460'0.3 MI. TO TOP OF HILL.  STATION LIES ON LARGE ROCK BOULDER AND IS
 NR0460'THE HIGHEST POINT IN THIS AREA.
 NR0460'
 NR0460'RECOVERED.
 NR0460'
 NR0460'STATION MARK--STANDARD BRONZE TABLET CEMENTED INTO A DRILL HOLE IN
 NR0460'ROCK, STAMPED ---BOULDER 1948 VABM 7349---.
 NR0460'
 NR0460'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE MARK TABLET CEMENTED
 NR0460'IN A HOLE DRILLED IN ROCK, 21.98 FT. FROM STATION, N 24 DEG 38 MIN E.
 NR0460'
 NR0460'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE MARK TABLET CEMENTED
 NR0460'IN A HOLE DRILLED IN ROCK, 9.23 FT. FROM STATION, N 88 DEG 56 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0248 ***********************************************************************
 OW0248  DESIGNATION -  BOULDER
 OW0248  PID         -  OW0248
 OW0248  STATE/COUNTY-  WY/WASHAKIE
 OW0248  USGS QUAD   -  BLUE MESA EAST (1985)
 OW0248
 OW0248                         *CURRENT SURVEY CONTROL
 OW0248  ___________________________________________________________________
 OW0248* NAD 83(1993)-  43 55 11.05849(N)    108 21 49.60506(W)     ADJUSTED  
 OW0248* NAVD 88     -      1699.7    (meters)    5576.     (feet)  VERTCON   
 OW0248  ___________________________________________________________________
 OW0248  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 OW0248  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 OW0248
 OW0248  HORZ ORDER  -  FIRST
 OW0248
 OW0248.The horizontal coordinates were established by classical geodetic methods
 OW0248.and adjusted by the National Geodetic Survey in January 1997..
 OW0248
 OW0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0248
 OW0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0248
 OW0248.The geoid height was determined by GEOID03.
 OW0248
 OW0248;                    North         East     Units Scale Factor Converg.
 OW0248;SPC WYEC     -   480,348.114   317,245.524   MT  1.00002170   -0 42 53.3
 OW0248;UTM  12      - 4,866,337.005   711,644.300   MT  1.00015096   +1 49 45.4
 OW0248
 OW0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0248!SPC WYEC     -   0.99973559  x   1.00002170  =   0.99975729
 OW0248!UTM  12      -   0.99973559  x   1.00015096  =   0.99988651
 OW0248
 OW0248:                Primary Azimuth Mark                     Grid Az
 OW0248:SPC WYEC     -  WRL MUN AIRPORT BEACON                   080 03 34.4
 OW0248:UTM  12      -  WRL MUN AIRPORT BEACON                   077 30 55.7
 OW0248
 OW0248|---------------------------------------------------------------------|
 OW0248| PID    Reference Object                     Distance      Geod. Az  |
 OW0248|                                                           dddmmss.s |
 OW0248| OV0424 WRL MUN AIRPORT BEACON              APPROX.33.1 KM 0792041.1 |
 OW0248| CQ5458 BOULDER RM 1                         15.716 METERS 22157     |
 OW0248| CQ5460 BOULDER RM 3 AZIMUTH                               2340220.9 |
 OW0248| CQ5459 BOULDER RM 2                         15.564 METERS 32408     |
 OW0248|---------------------------------------------------------------------|
 OW0248
 OW0248                          SUPERSEDED SURVEY CONTROL
 OW0248
 OW0248  NAD 83(1986)-  43 55 11.04803(N)    108 21 49.60210(W) AD(       ) 1
 OW0248  NAD 27      -  43 55 11.20658(N)    108 21 47.22364(W) AD(       ) 1
 OW0248  NGVD 29 (07/19/86) 1698.8    (m)         5573.     (f) VERT ANG       
 OW0248
 OW0248.Superseded values are not recommended for survey control.
 OW0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0248.See file dsdata.txt to determine how the superseded data were derived.
 OW0248
 OW0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP1164466337(NAD 83)
 OW0248_MARKER: DS = TRIANGULATION STATION DISK
 OW0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0248_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OW0248
 OW0248  HISTORY     - Date     Condition        Report By
 OW0248  HISTORY     - 1972     MONUMENTED       NGS
 OW0248
 OW0248                          STATION DESCRIPTION
 OW0248
 OW0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 OW0248'THE STATION IS LOCATED ABOUT 21.5 MILES WEST-SOUTHWEST OF WORLAND, 21
 OW0248'MILES NORTH-NORTHWEST OF THERMOPOLIS, 4 MILES NORTH OF COTTONWOOD
 OW0248'CREEK, 3 MILES EAST OF THE WASHAKIE-HOT SPRINGS COUNTY LINE AND ON
 OW0248'THE HIGHEST POINT OF A RIDGE LOCALLY KNOWN AS BLUE MESA.  THE
 OW0248'PROPERTY IS OWNED BY THE US GOVERNMENT AND CONTROLLED BY THE
 OW0248'BUREAU OF LAND MANAGEMENT, WORLAND DISTRICT.
 OW0248'
 OW0248'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 20 AND STATE
 OW0248'HIGHWAYS 120 AND 789 IN THERMOPOLIS GO NORTH ON US HIGHWAY 20 FOR
 OW0248'7.2 MILES TO THE JUNCTION OF STATE HIGHWAY 172 ON THE RIGHT.
 OW0248'CONTINUE NORTH ON US HIGHWAY 20 FOR 10.5 MILES TO A SIDE ROAD LEFT
 OW0248'AND SIGN, COTTONWOOD CREEK ROAD.  TURN LEFT AND GO NORTHWEST AND
 OW0248'WEST ON THE GRADED ROAD FOR 9.2 MILES TO A CATTLE GUARD.  CONTINUE
 OW0248'WEST ON THE GRADED ROAD FOR 1.3 MILES TO A TRACK ROAD RIGHT.
 OW0248'TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 0.45 MILE TO A GATE.
 OW0248'PASS THROUTH THE GATE AND CONTINUE NORTHERLY UP THE DRAW, LOCALLY
 OW0248'KNOWN AS BOULDER GULCH, ON THE TRACK ROAD AND IN THE WASH
 OW0248'FOR 1.7 MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 OW0248'NORTHWESTERLY ON THE TRACK ROAD AND WASH FOR 2.2 MILES TO A
 OW0248'CROSSROAD AT THE CREST OF THE HILL.  TURN RIGHT AND GO EAST
 OW0248'UP STEEP GRADE FOR 0.2 MILE TO REFERENCE MARK 3 ON THE
 OW0248'LEFT.  CONTINUE EASTERLY FOR 0.2 MILE TO A DIM TRACK ROAD LEFT.
 OW0248'TURN LEFT AND GO NORTHWESTERLY ON THE TRACK ROAD FOR 0.2 MILE TO
 OW0248'THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 OW0248'
 OW0248'THE STATION MARKS ARE STANDARD DISKS STAMPED BOULDER 1972, THE
 OW0248'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 OW0248'12-INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 OW0248'SURFACE.  IT IS 7 FEET EAST OF A METAL WITNESS POST WITH SIGN.
 OW0248'THE UNDERGROUND DISK WAS SET ABOUT 38 INCHES BELOW THE GROUND
 OW0248'SURFACE.
 OW0248'
 OW0248'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOULDER NO 1 1972, SET
 OW0248'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 OW0248'DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 46
 OW0248'FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 OW0248'
 OW0248'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOULDER NO 2 1972, SET
 OW0248'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 OW0248'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 49
 OW0248'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 OW0248'
 OW0248'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BOULDER NO 3 1972, SET
 OW0248'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN
 OW0248'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 10
 OW0248'FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 2 FEET SOUTHEAST OF
 OW0248'A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0619 ***********************************************************************
 NQ0619  DESIGNATION -  BOULDER
 NQ0619  PID         -  NQ0619
 NQ0619  STATE/COUNTY-  WY/PLATTE
 NQ0619  USGS QUAD   -  HARRIS PARK (1992)
 NQ0619
 NQ0619                         *CURRENT SURVEY CONTROL
 NQ0619  ___________________________________________________________________
 NQ0619* NAD 83(1993)-  42 21 37.38965(N)    105 15 41.76804(W)     ADJUSTED  
 NQ0619* NAVD 88     -      1891.     (meters)    6204.     (feet)  SCALED    
 NQ0619  ___________________________________________________________________
 NQ0619  LAPLACE CORR-         -10.86  (seconds)                    DEFLEC99
 NQ0619  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 NQ0619
 NQ0619  HORZ ORDER  -  THIRD
 NQ0619
 NQ0619.The horizontal coordinates were established by classical geodetic methods
 NQ0619.and adjusted by the National Geodetic Survey in January 1997..
 NQ0619
 NQ0619.The orthometric height was scaled from a topographic map.
 NQ0619
 NQ0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0619
 NQ0619.The geoid height was determined by GEOID03.
 NQ0619
 NQ0619;                    North         East     Units Scale Factor Converg.
 NQ0619;SPC WY E     -   206,610.100   192,179.541   MT  0.99993825   -0 03 50.3
 NQ0619;UTM  13      - 4,689,823.869   478,457.394   MT  0.99960571   -0 10 34.6
 NQ0619
 NQ0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0619!SPC WY E     -   0.99970556  x   0.99993825  =   0.99964383
 NQ0619!UTM  13      -   0.99970556  x   0.99960571  =   0.99931139
 NQ0619
 NQ0619:                Primary Azimuth Mark                     Grid Az
 NQ0619:SPC WY E     -  ESTERBROOK LOOKOUT TOWER TOP             313 28 01.6
 NQ0619:UTM  13      -  ESTERBROOK LOOKOUT TOWER TOP             313 34 45.9
 NQ0619
 NQ0619|---------------------------------------------------------------------|
 NQ0619| PID    Reference Object                     Distance      Geod. Az  |
 NQ0619|                                                           dddmmss.s |
 NQ0619| NQ0615 ESTERBROOK LOOKOUT TOWER TOP        APPROX. 9.5 KM 3132411.3 |
 NQ0619|---------------------------------------------------------------------|
 NQ0619
 NQ0619                          SUPERSEDED SURVEY CONTROL
 NQ0619
 NQ0619  NAD 83(1986)-  42 21 37.36980(N)    105 15 41.75901(W) AD(       ) 3
 NQ0619  NAD 27      -  42 21 37.47714(N)    105 15 39.82556(W) AD(       ) 3
 NQ0619
 NQ0619.Superseded values are not recommended for survey control.
 NQ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0619.See file dsdata.txt to determine how the superseded data were derived.
 NQ0619
 NQ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG7845789824(NAD 83)
 NQ0619_MARKER: DD = SURVEY DISK
 NQ0619_SETTING: 0 = UNSPECIFIED SETTING
 NQ0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0619
 NQ0619  HISTORY     - Date     Condition        Report By
 NQ0619  HISTORY     - 1941     MONUMENTED       USGS
 NQ0619
 NQ0619                          STATION DESCRIPTION
 NQ0619
 NQ0619'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 NQ0619'LOCATED 3.7 MI. S. THENCE 5.5 MI. E. OF ESTERBROOK RANGER STATION, ON
 NQ0619'DIVIDE BETWEEN TWO BRANCHES OF CROW CREEK, ABOUT 350 FT. W. OF A
 NQ0619'FENCE.  ABOUT 0.2 MI. S. OF A BIG BEND IN DRY STREAM BED AT POINT
 NQ0619'WHERE A GULCH ENTERS FROM THE NW.  ON TOP OF SW. END OF A BARE KNOLL.
 NQ0619'THE TOP IS ABOUT 100 FT. LONG AND THERE ARE TWO ANCIENT FLATTENED
 NQ0619'ROCK PILES ON THE TOP TO THE NE.  IT IS IN OPEN PASTURE LAND
 NQ0619'BELONGING TO JAMES MCFARLANE.
 NQ0619'
 NQ0619'TO REACH STATION FROM POINT ON U.S. HIGHWAY 87, 16.5 MI. N. OF
 NQ0619'WHEATLAND AND 20.1 MI. S. OF GLENDO, DRIVE W. ON RD. TO HARRIS AND
 NQ0619'FLETCHER PARKS 8.25 MI., TAKE RIGHT FORK HERE (TOWARD HARRIS PARK)
 NQ0619'DRIVE 1.2 MI. AND TAKE LEFT FORK, DRIVE 2.4 MI. AND TAKE RIGHT FORK,
 NQ0619'DRIVE 1.4 MI. AND TAKE RIGHT FORK AT Y-RD. LEFT TO LEWIS RANCH, DRIVE
 NQ0619'2.1 MI. AND TAKE RIGHT FORK (BROMLEY MILL RD.) DRIVE 2.3 MI. AND PASS
 NQ0619'N. END OF POINT OF ROCKS (AT FENCE CORNER ON PRAIRIE) DRIVE WESTERLY
 NQ0619'0.85 MI. TO FORK ABOUT 25 YDS. E. OF GATE, TAKE RIGHT FORK (N.),
 NQ0619'DRIVE 0.55 MI. AND PASS THROUGH A GATE, CONTINUE NORTHERLY TO POINT
 NQ0619'IN BOTTOM 150 FT. S. OF P.B.M. (G.W.M. 82) TURN RIGHT HERE AND DRIVE
 NQ0619'UP SPUR TO RIDGE TOP, TURN LEFT ON RIDGE (EASTERLY) AND DRIVE 1.25
 NQ0619'MI. TO STATION.
 NQ0619'
 NQ0619'STATION MARK--STANDARD TABLET STAMPED ---BOULDER 1941--- CEMENTED IN
 NQ0619'TOP OF LIGHT COLORED OUTCROP.
 NQ0619'
 NQ0619'REFERENCE MARKS--STANDARD REFERENCE TABLETS, CEMENTED IN NATURALLY
 NQ0619'EMBEDDED BOULDERS, (1) 27.63 FT. FROM STATION MARK,
 NQ0619'N 39 DEG 39 MIN E, STAMPED ---1941 NO 1---, (2) 67.74 FT. FROM
 NQ0619'STATION MARK, N 83 DEG 25 MIN W, STAMPED
 NQ0619'---1941 NO 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5942 ***********************************************************************
 DG5942  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5942  DESIGNATION -  BOULDER CORS ARP
 DG5942  CORS_ID     -  BLW2
 DG5942  PID         -  DG5942
 DG5942  STATE/COUNTY-  WY/SUBLETTE
 DG5942  USGS QUAD   -  SCAB CREEK (1968)
 DG5942
 DG5942                         *CURRENT SURVEY CONTROL
 DG5942  ___________________________________________________________________
 DG5942* NAD 83(CORS)-  42 46 01.63672(N)    109 33 28.03636(W)     ADJUSTED  
 DG5942* NAVD 88     -                                                        
 DG5942  ___________________________________________________________________
 DG5942  EPOCH DATE  -        2002.00
 DG5942  X           -  -1,570,409.203 (meters)                     COMP
 DG5942  Y           -  -4,420,524.492 (meters)                     COMP
 DG5942  Z           -   4,310,050.306 (meters)                     COMP
 DG5942  ELLIP HEIGHT-        2216.30  (meters)          (06/??/04) GPS OBS
 DG5942  GEOID HEIGHT-         -10.64  (meters)                     GEOID03
 DG5942
 DG5942  HORZ ORDER  -  SPECIAL (CORS)
 DG5942  ELLP ORDER  -  SPECIAL (CORS)
 DG5942
 DG5942.ITRF positions are available for this station.
 DG5942.The coordinates were established by GPS observations
 DG5942.and adjusted by the National Geodetic Survey in June 2004..
 DG5942.The coordinates are valid at the epoch date displayed above.
 DG5942.The epoch date for horizontal control is a decimal equivalence
 DG5942.of Year/Month/Day.
 DG5942
 DG5942
 DG5942.The PID for the CORS L1 Phase Center is DG5943.
 DG5942
 DG5942.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5942
 DG5942.The ellipsoidal height was determined by GPS observations
 DG5942.and is referenced to NAD 83.
 DG5942
 DG5942.The geoid height was determined by GEOID03.
 DG5942
 DG5942;                    North         East     Units Scale Factor Converg.
 DG5942;SPC WY W     -   351,918.742   843,012.329   MT  0.99996025   +0 21 24.7
 DG5942
 DG5942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5942!SPC WY W     -   0.99965254  x   0.99996025  =   0.99961281
 DG5942
 DG5942                          SUPERSEDED SURVEY CONTROL
 DG5942
 DG5942.No superseded survey control is available for this station.
 DG5942
 DG5942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN1799635963(NAD 83)
 DG5942_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5942
 DG5942                          STATION DESCRIPTION
 DG5942
 DG5942'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5942'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5942'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5942'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5942'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5942'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5943 ***********************************************************************
 DG5943  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5943  DESIGNATION -  BOULDER CORS L1 PHASE CENTER
 DG5943  CORS_ID     -  BLW2
 DG5943  PID         -  DG5943
 DG5943  STATE/COUNTY-  WY/SUBLETTE
 DG5943  USGS QUAD   -  SCAB CREEK (1968)
 DG5943
 DG5943                         *CURRENT SURVEY CONTROL
 DG5943  ___________________________________________________________________
 DG5943* NAD 83(CORS)-  42 46 01.63676(N)    109 33 28.03634(W)     ADJUSTED  
 DG5943* NAVD 88     -                                                        
 DG5943  ___________________________________________________________________
 DG5943  EPOCH DATE  -        2002.00
 DG5943  X           -  -1,570,409.229 (meters)                     COMP
 DG5943  Y           -  -4,420,524.567 (meters)                     COMP
 DG5943  Z           -   4,310,050.382 (meters)                     COMP
 DG5943  ELLIP HEIGHT-        2216.41  (meters)          (06/??/04) GPS OBS
 DG5943  GEOID HEIGHT-         -10.64  (meters)                     GEOID03
 DG5943
 DG5943  HORZ ORDER  -  SPECIAL (CORS)
 DG5943  ELLP ORDER  -  SPECIAL (CORS)
 DG5943
 DG5943.ITRF positions are available for this station.
 DG5943.The coordinates were established by GPS observations
 DG5943.and adjusted by the National Geodetic Survey in June 2004..
 DG5943.The coordinates are valid at the epoch date displayed above.
 DG5943.The epoch date for horizontal control is a decimal equivalence
 DG5943.of Year/Month/Day.
 DG5943
 DG5943
 DG5943.The PID for the CORS ARP is DG5942.
 DG5943
 DG5943.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5943
 DG5943.The ellipsoidal height was determined by GPS observations
 DG5943.and is referenced to NAD 83.
 DG5943
 DG5943.The geoid height was determined by GEOID03.
 DG5943
 DG5943;                    North         East     Units Scale Factor Converg.
 DG5943;SPC WY W     -   351,918.743   843,012.329   MT  0.99996025   +0 21 24.7
 DG5943
 DG5943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5943!SPC WY W     -   0.99965253  x   0.99996025  =   0.99961279
 DG5943
 DG5943                          SUPERSEDED SURVEY CONTROL
 DG5943
 DG5943.No superseded survey control is available for this station.
 DG5943
 DG5943_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN1799635963(NAD 83)
 DG5943_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5943
 DG5943                          STATION DESCRIPTION
 DG5943
 DG5943'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5943'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5943'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5943'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5943'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5943'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0301 ***********************************************************************
 NS0301  DESIGNATION -  BOULDER ET
 NS0301  PID         -  NS0301
 NS0301  STATE/COUNTY-  WY/SUBLETTE
 NS0301  USGS QUAD   -  BOULDER LAKE (1978)
 NS0301
 NS0301                         *CURRENT SURVEY CONTROL
 NS0301  ___________________________________________________________________
 NS0301* NAD 83(1993)-  42 49 58.93034(N)    109 42 12.95585(W)     ADJUSTED  
 NS0301* NAVD 88     -      2259.1    (meters)    7412.     (feet)  VERTCON   
 NS0301  ___________________________________________________________________
 NS0301  LAPLACE CORR-          13.51  (seconds)                    DEFLEC99
 NS0301  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 NS0301
 NS0301  HORZ ORDER  -  THIRD
 NS0301
 NS0301.The horizontal coordinates were established by classical geodetic methods
 NS0301.and adjusted by the National Geodetic Survey in January 1997..
 NS0301
 NS0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0301
 NS0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0301
 NS0301.The geoid height was determined by GEOID03.
 NS0301
 NS0301;                    North         East     Units Scale Factor Converg.
 NS0301;SPC WY W     -   359,176.689   831,045.702   MT  0.99994935   +0 15 29.4
 NS0301;UTM  12      - 4,743,089.035   605,953.880   MT  0.99973811   +0 52 53.3
 NS0301
 NS0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0301!SPC WY W     -   0.99964756  x   0.99994935  =   0.99959692
 NS0301!UTM  12      -   0.99964756  x   0.99973811  =   0.99938576
 NS0301
 NS0301:                Primary Azimuth Mark                     Grid Az
 NS0301:SPC WY W     -  HALFMOON                                 340 11 41.9
 NS0301:UTM  12      -  HALFMOON                                 339 34 18.0
 NS0301
 NS0301|---------------------------------------------------------------------|
 NS0301| PID    Reference Object                     Distance      Geod. Az  |
 NS0301|                                                           dddmmss.s |
 NS0301| NS0302 HALFMOON                            APPROX. 7.8 KM 3402711.3 |
 NS0301|---------------------------------------------------------------------|
 NS0301
 NS0301                          SUPERSEDED SURVEY CONTROL
 NS0301
 NS0301  NAD 83(1993)-  42 49 58.91493(N)    109 42 12.94701(W) AD(       ) 3
 NS0301  NAD 83(1986)-  42 49 58.90921(N)    109 42 12.95000(W) AD(       ) 3
 NS0301  NAD 27      -  42 49 59.10562(N)    109 42 10.42064(W) AD(       ) 3
 NS0301  NGVD 29 (07/19/86) 2257.7    (m)         7407.     (f) VERT ANG       
 NS0301
 NS0301.Superseded values are not recommended for survey control.
 NS0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0301.See file dsdata.txt to determine how the superseded data were derived.
 NS0301
 NS0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN0595443089(NAD 83)
 NS0301_MARKER: DD = SURVEY DISK
 NS0301_SETTING: 80 = SET IN A BOULDER
 NS0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0301+STABILITY: SURFACE MOTION
 NS0301
 NS0301  HISTORY     - Date     Condition        Report By
 NS0301  HISTORY     - 1964     MONUMENTED       USGS
 NS0301
 NS0301                          STATION DESCRIPTION
 NS0301
 NS0301'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NS0301'STATION LOCATED 8 MI. E. OF PINEDALE AND 6 MI. N. OF BOULDER, AT THE
 NS0301'SW. END OF BOULDER LAKE, ON THE HIGHEST POINT OF A LOW RIDGE, IN LARGE
 NS0301'5 X 8 FT. BOULDER AND 4 FT. ABOVE GROUND.
 NS0301'
 NS0301'TO REACH FROM BOULDER GO E. ALONG STATE HIGHWAY 1804 2.4 MI. TO
 NS0301'CROSSROADS, THEN N. 6 MI. ON BOULDER LAKE RD. TO RD. FORK, TAKE LEFT
 NS0301'FORK W. 0.6 MI. TO RD. FORK TAKE LEFT FORK AND GO W. AND NW. ALONG
 NS0301'LAKE 1.9 MI. TO VERY DIM RD. ON LEFT, FOLLOW RD. SW. TO BASE OF RIDGE,
 NS0301'STATION IS ON CREST AS DESCRIBED.
 NS0301'
 NS0301'STATION MARK - STANDARD ALUMINUM TABLET SET IN TOP OF A LARGE BOULDER,
 NS0301'STAMPED, ---BOULDER ET 1964---.
 NS0301'
 NS0301'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5651 ***********************************************************************
 AI5651  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI5651  DESIGNATION -  BOULDER WYOMING CORS ARP
 AI5651  CORS_ID     -  BLWY
 AI5651  PID         -  AI5651
 AI5651  STATE/COUNTY-  WY/SUBLETTE
 AI5651  USGS QUAD   -  SCAB CREEK (1968)
 AI5651
 AI5651                         *CURRENT SURVEY CONTROL
 AI5651  ___________________________________________________________________
 AI5651* NAD 83(CORS)-  42 46 01.63711(N)    109 33 28.03598(W)     ADJUSTED  
 AI5651* NAVD 88     -                                                        
 AI5651  ___________________________________________________________________
 AI5651  EPOCH DATE  -        2002.00
 AI5651  X           -  -1,570,409.209 (meters)                     COMP
 AI5651  Y           -  -4,420,524.535 (meters)                     COMP
 AI5651  Z           -   4,310,050.363 (meters)                     COMP
 AI5651  ELLIP HEIGHT-        2216.37  (meters)          (03/??/02) GPS OBS
 AI5651  GEOID HEIGHT-         -10.64  (meters)                     GEOID03
 AI5651
 AI5651  HORZ ORDER  -  SPECIAL (CORS)
 AI5651  ELLP ORDER  -  SPECIAL (CORS)
 AI5651
 AI5651.ITRF positions are available for this station.
 AI5651.The coordinates were established by GPS observations
 AI5651.and adjusted by the National Geodetic Survey in March 2002..
 AI5651.The coordinates are valid at the epoch date displayed above.
 AI5651.The epoch date for horizontal control is a decimal equivalence
 AI5651.of Year/Month/Day.
 AI5651
 AI5651
 AI5651.The PID for the CORS L1 Phase Center is DI0791.
 AI5651
 AI5651.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI5651
 AI5651.The ellipsoidal height was determined by GPS observations
 AI5651.and is referenced to NAD 83.
 AI5651
 AI5651.The geoid height was determined by GEOID03.
 AI5651
 AI5651;                    North         East     Units Scale Factor Converg.
 AI5651;SPC WY W     -   351,918.754   843,012.337   MT  0.99996025   +0 21 24.7
 AI5651
 AI5651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5651!SPC WY W     -   0.99965253  x   0.99996025  =   0.99961280
 AI5651
 AI5651                          SUPERSEDED SURVEY CONTROL
 AI5651
 AI5651  NAD 83(CORS)-  42 46 01.63657(N)    109 33 28.03609(W) AD(1997.00) c
 AI5651  ELLIP H (06/??/00) 2216.35   (m)                       GP(1997.00) c c
 AI5651
 AI5651.Superseded values are not recommended for survey control.
 AI5651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5651.See file dsdata.txt to determine how the superseded data were derived.
 AI5651
 AI5651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN1799635963(NAD 83)
 AI5651_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI5651
 AI5651                          STATION DESCRIPTION
 AI5651
 AI5651'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI5651'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI5651'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI5651'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI5651'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI5651'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DI0791 ***********************************************************************
 DI0791  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0791  DESIGNATION -  BOULDER WYOMING CORS L1 PHASE CENTER
 DI0791  CORS_ID     -  BLWY
 DI0791  PID         -  DI0791
 DI0791  STATE/COUNTY-  WY/SUBLETTE
 DI0791  USGS QUAD   -  SCAB CREEK (1968)
 DI0791
 DI0791                         *CURRENT SURVEY CONTROL
 DI0791  ___________________________________________________________________
 DI0791* NAD 83(CORS)-  42 46 01.63714(N)    109 33 28.03597(W)     ADJUSTED  
 DI0791* NAVD 88     -                                                        
 DI0791  ___________________________________________________________________
 DI0791  EPOCH DATE  -        2002.00
 DI0791  X           -  -1,570,409.234 (meters)                     COMP
 DI0791  Y           -  -4,420,524.604 (meters)                     COMP
 DI0791  Z           -   4,310,050.431 (meters)                     COMP
 DI0791  ELLIP HEIGHT-        2216.47  (meters)          (03/??/02) GPS OBS
 DI0791  GEOID HEIGHT-         -10.64  (meters)                     GEOID03
 DI0791
 DI0791  HORZ ORDER  -  SPECIAL (CORS)
 DI0791  ELLP ORDER  -  SPECIAL (CORS)
 DI0791
 DI0791.ITRF positions are available for this station.
 DI0791.The coordinates were established by GPS observations
 DI0791.and adjusted by the National Geodetic Survey in March 2002..
 DI0791.The coordinates are valid at the epoch date displayed above.
 DI0791.The epoch date for horizontal control is a decimal equivalence
 DI0791.of Year/Month/Day.
 DI0791
 DI0791
 DI0791.The PID for the CORS ARP is AI5651.
 DI0791
 DI0791.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0791
 DI0791.The ellipsoidal height was determined by GPS observations
 DI0791.and is referenced to NAD 83.
 DI0791
 DI0791.The geoid height was determined by GEOID03.
 DI0791
 DI0791;                    North         East     Units Scale Factor Converg.
 DI0791;SPC WY W     -   351,918.755   843,012.337   MT  0.99996025   +0 21 24.7
 DI0791
 DI0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0791!SPC WY W     -   0.99965252  x   0.99996025  =   0.99961278
 DI0791
 DI0791                          SUPERSEDED SURVEY CONTROL
 DI0791
 DI0791  NAD 83(CORS)-  42 46 01.63660(N)    109 33 28.03608(W) AD(1997.00) c
 DI0791  ELLIP H (06/??/00) 2216.45   (m)                       GP(1997.00) c c
 DI0791
 DI0791.Superseded values are not recommended for survey control.
 DI0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0791.See file dsdata.txt to determine how the superseded data were derived.
 DI0791
 DI0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN1799635963(NAD 83)
 DI0791_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0791
 DI0791                          STATION DESCRIPTION
 DI0791
 DI0791'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0791'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0791'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0791'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0791'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0791'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0442 ***********************************************************************
 NR0442  DESIGNATION -  BOUNDARY LAKE
 NR0442  PID         -  NR0442
 NR0442  STATE/COUNTY-  WY/CARBON
 NR0442  USGS QUAD   -  RIDDLE CUT (1982)
 NR0442
 NR0442                         *CURRENT SURVEY CONTROL
 NR0442  ___________________________________________________________________
 NR0442* NAD 83(1993)-  42 00 41.76755(N)    107 14 06.19945(W)     ADJUSTED  
 NR0442* NAVD 88     -      1986.7    (meters)    6518.     (feet)  VERTCON   
 NR0442  ___________________________________________________________________
 NR0442  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 NR0442  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 NR0442
 NR0442  HORZ ORDER  -  THIRD
 NR0442
 NR0442.The horizontal coordinates were established by classical geodetic methods
 NR0442.and adjusted by the National Geodetic Survey in January 1997..
 NR0442
 NR0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0442
 NR0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0442
 NR0442.The geoid height was determined by GEOID03.
 NR0442
 NR0442;                    North         East     Units Scale Factor Converg.
 NR0442;SPC WYEC     -   267,870.993   408,140.414   MT  0.99993832   +0 03 56.8
 NR0442;UTM  13      - 4,653,480.993   314,926.682   MT  1.00002148   -1 29 46.7
 NR0442
 NR0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0442!SPC WYEC     -   0.99969064  x   0.99993832  =   0.99962898
 NR0442!UTM  13      -   0.99969064  x   1.00002148  =   0.99971212
 NR0442
 NR0442:                Primary Azimuth Mark                     Grid Az
 NR0442:SPC WYEC     -  WILLOWS                                  234 38 14.6
 NR0442:UTM  13      -  WILLOWS                                  236 11 58.1
 NR0442
 NR0442|---------------------------------------------------------------------|
 NR0442| PID    Reference Object                     Distance      Geod. Az  |
 NR0442|                                                           dddmmss.s |
 NR0442| MP0630 WILLOWS                             APPROX. 7.5 KM 2344211.4 |
 NR0442|---------------------------------------------------------------------|
 NR0442
 NR0442                          SUPERSEDED SURVEY CONTROL
 NR0442
 NR0442  NAD 83(1986)-  42 00 41.75462(N)    107 14 06.19135(W) AD(       ) 3
 NR0442  NAD 27      -  42 00 41.91055(N)    107 14 03.99272(W) AD(       ) 3
 NR0442  NGVD 29 (07/19/86) 1985.6    (m)         6514.     (f) VERT ANG       
 NR0442
 NR0442.Superseded values are not recommended for survey control.
 NR0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0442.See file dsdata.txt to determine how the superseded data were derived.
 NR0442
 NR0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1492753481(NAD 83)
 NR0442
 NR0442  HISTORY     - Date     Condition        Report By
 NR0442  HISTORY     - 1951     MONUMENTED       USGS
 NR0442  HISTORY     - 1958     GOOD             USGS
 NR0442
 NR0442                          STATION DESCRIPTION
 NR0442
 NR0442'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (IJB)
 NR0442'STATION IS LOCATED ABOUT 15.6 MI. N. OF RAWLINS, WYOMING, 1400 FT. E.
 NR0442'OF THE ROCKY MOUNTAIN GAS COMPANY PIPE LINE ON THE END OF A VERY
 NR0442'SLIGHT RIDGE.
 NR0442'
 NR0442'TO REACH FROM POST OFFICE AT RAWLINS, PROCEED E. ON CEDER ST. 3 BLOCKS
 NR0442'TO U.S. HWY.287, THENCE N. 15.8 MI. TO DIRT RD. ON RIGHT, THENCE RIGHT
 NR0442'5.9 MI. TO FORK, THENCE RIGHT 1.6 MI. TO PIPE LINE RD., THENCE 2.0 MI.
 NR0442'TO POST NO. 43, THENCE AHEAD 700 FT., THENCE RIGHT AT RIGHT ANGLES TO
 NR0442'RD. 1400 FT. TO END OF RIDGE AND STATION.
 NR0442'
 NR0442'STATION RECOVERED AS DESCRIBED.
 NR0442'
 NR0442'STATION MARK - STANDARD TABLET STAMPED ---LFR-BOUNDARY LAKE 1951,---
 NR0442'SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 LL1283 ***********************************************************************
 LL1283  DESIGNATION -  BOUNDARY MIPOST 44 CO WY
 LL1283  PID         -  LL1283
 LL1283  STATE/COUNTY-  WY/LARAMIE
 LL1283  USGS QUAD   -  CARR WEST (1975)
 LL1283
 LL1283                         *CURRENT SURVEY CONTROL
 LL1283  ___________________________________________________________________
 LL1283* NAD 83(1993)-  40 59 53.74517(N)    104 53 35.55242(W)     ADJUSTED  
 LL1283* NAVD 88     -      1861.1    (meters)    6106.     (feet)  VERTCON   
 LL1283  ___________________________________________________________________
 LL1283  LAPLACE CORR-         -10.99  (seconds)                    DEFLEC99
 LL1283  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 LL1283
 LL1283  HORZ ORDER  -  SECOND
 LL1283
 LL1283.The horizontal coordinates were established by classical geodetic methods
 LL1283.and adjusted by the National Geodetic Survey in January 1997..
 LL1283
 LL1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1283
 LL1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1283
 LL1283.The geoid height was determined by GEOID03.
 LL1283
 LL1283;                    North         East     Units Scale Factor Converg.
 LL1283;SPC WY E     -    55,364.149   223,006.589   MT  0.99994401   +0 10 45.8
 LL1283;SPC CO N     -   489,844.123   965,457.385   MT  1.00004195   +0 23 31.4
 LL1283;SPC CO N     - 1,607,096.93  3,167,504.77   sFT  1.00004195   +0 23 31.4
 LL1283;UTM  13      - 4,538,569.679   508,981.523   MT  0.99960099   +0 04 12.2
 LL1283
 LL1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1283!SPC WY E     -   0.99971065  x   0.99994401  =   0.99965468
 LL1283!SPC CO N     -   0.99971065  x   1.00004195  =   0.99975259
 LL1283!UTM  13      -   0.99971065  x   0.99960099  =   0.99931176
 LL1283
 LL1283                          SUPERSEDED SURVEY CONTROL
 LL1283
 LL1283  NAD 83(1993)-  40 59 53.72935(N)    104 53 35.55123(W) AD(       ) 2
 LL1283  NAD 83(1986)-  40 59 53.72929(N)    104 53 35.55082(W) AD(       ) 2
 LL1283  NAD 27      -  40 59 53.77700(N)    104 53 33.67300(W) AD(       ) 2
 LL1283  NGVD 29 (07/19/86) 1860.1    (m)         6103.     (f) VERT ANG       
 LL1283
 LL1283.Superseded values are not recommended for survey control.
 LL1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1283.See file dsdata.txt to determine how the superseded data were derived.
 LL1283
 LL1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0898238570(NAD 83)
 LL1283_MARKER: DD = SURVEY DISK
 LL1283_SETTING: 0 = UNSPECIFIED SETTING
 LL1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1283
 LL1283  HISTORY     - Date     Condition        Report By
 LL1283  HISTORY     - 1912     MONUMENTED       CGS
 LL1283  HISTORY     - 1942     GOOD             CGS
 LL1283
 LL1283                          STATION DESCRIPTION
 LL1283
 LL1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 LL1283'ABOUT 11 MILES WEST OF SOUTH OF CHEYENNE, ON THE RANCH OF THE
 LL1283'WARREN LIVE STOCK CO., ABOUT 1/2 MILE SOUTHEAST OF THEIR
 LL1283'RANCH HOUSE.  THE MONUMENT IS A DRESSED RED SANDSTONE POST
 LL1283'STANDING ABOUT 4 FEET ABOVE THE SURFACE OF THE GROUND AND IS
 LL1283'SURROUNDED BY A MOUND OF LOOSE ROCK.  IT IS MARKED AS
 LL1283'FOLLOWS--44M ON THE EAST SIDE, COLORADO ON THE SOUTH, 41 N. L.
 LL1283'1873 ON THE WEST, AND WYOMING ON THE NORTH SIDE.  IT IS
 LL1283'THE ONLY PERMANENT BOUNDARY MONUMENT FOR SEVERAL MILES
 LL1283'IN EITHER DIRECTION.  THE STATION IS MARKED BY A STANDARD DISK
 LL1283'STATION MARK, SET IN THE TOP OF THE
 LL1283'MONUMENT.  A REFERENCE MARK, IS IN
 LL1283'A FENCE LINE NEAR AN ANGLE IN THE FENCE, 3.92 METERS BELOW THE
 LL1283'STATION AND 110.184 METERS (361.50 FEET) DISTANT S 75 DEG 18 MIN W.
 LL1283'LATITUDE OBSERVATIONS WERE MADE IN 1913 AT A
 LL1283'POINT, NOT MARKED, 14.838 METERS (48.68 FEET) DIRECTLY NORTH
 LL1283'OF THE MONUMENT.
 LL1283
 LL1283                          STATION RECOVERY (1942)
 LL1283
 LL1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 LL1283'THE MONUMENT WAS FOUND AS DESCRIBED IN GOOD CONDITION.  THE
 LL1283'SANDSTONE HAD WEATHERED TO SOME EXTENT.  IT IS ON THE SOUTH
 LL1283'SHORE OF A POND ABOUT 1/2 MILE EAST OF WARRENS RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0456 ***********************************************************************
 NQ0456  DESIGNATION -  BOUNDARY MON 123 ECC
 NQ0456  PID         -  NQ0456
 NQ0456  STATE/COUNTY-  WY/NIOBRARA
 NQ0456  USGS QUAD   -  KIRTLEY (1978)
 NQ0456
 NQ0456                         *CURRENT SURVEY CONTROL
 NQ0456  ___________________________________________________________________
 NQ0456* NAD 83(1993)-  42 46 48.34902(N)    104 03 11.41697(W)     ADJUSTED  
 NQ0456* NAVD 88     -      1559.7    (meters)    5117.     (feet)  VERTCON   
 NQ0456  ___________________________________________________________________
 NQ0456  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 NQ0456  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 NQ0456
 NQ0456  HORZ ORDER  -  FIRST
 NQ0456
 NQ0456.The horizontal coordinates were established by classical geodetic methods
 NQ0456.and adjusted by the National Geodetic Survey in January 1997..
 NQ0456
 NQ0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0456
 NQ0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0456
 NQ0456.The geoid height was determined by GEOID03.
 NQ0456
 NQ0456;                    North         East     Units Scale Factor Converg.
 NQ0456;SPC WY E     -   253,827.506   291,113.362   MT  1.00003960   +0 45 22.8
 NQ0456;SPC NE       -   334,965.574   168,476.764   MT  0.99990659   -2 41 09.7
 NQ0456;UTM  13      - 4,736,830.064   577,449.364   MT  0.99967380   +0 38 35.2
 NQ0456
 NQ0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0456!SPC WY E     -   0.99975786  x   1.00003960  =   0.99979745
 NQ0456!SPC NE       -   0.99975786  x   0.99990659  =   0.99966447
 NQ0456!UTM  13      -   0.99975786  x   0.99967380  =   0.99943174
 NQ0456
 NQ0456|---------------------------------------------------------------------|
 NQ0456| PID    Reference Object                     Distance      Geod. Az  |
 NQ0456|                                                           dddmmss.s |
 NQ0456| NQ0459 BOUNDARY MON 123 NE WY               19.052 METERS 14236     |
 NQ0456| NQ0457 KIRTLEY                             APPROX. 9.9 KM 3365403.1 |
 NQ0456|---------------------------------------------------------------------|
 NQ0456
 NQ0456                          SUPERSEDED SURVEY CONTROL
 NQ0456
 NQ0456  NAD 83(1986)-  42 46 48.32360(N)    104 03 11.39863(W) AD(       ) 1
 NQ0456  NAD 27      -  42 46 48.44000(N)    104 03 09.63100(W) AD(       ) 1
 NQ0456  NGVD 29 (07/19/86) 1559.0    (m)         5115.     (f) VERT ANG       
 NQ0456
 NQ0456.Superseded values are not recommended for survey control.
 NQ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0456.See file dsdata.txt to determine how the superseded data were derived.
 NQ0456
 NQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH7744936830(NAD 83)
 NQ0456_MARKER: N = NAIL
 NQ0456_SETTING: 0 = UNSPECIFIED SETTING
 NQ0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0456
 NQ0456  HISTORY     - Date     Condition        Report By
 NQ0456  HISTORY     - 1912     MONUMENTED       CGS
 NQ0456
 NQ0456                          STATION DESCRIPTION
 NQ0456
 NQ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 NQ0456'ABOUT 3-1/2 MILES EAST AND 2-1/2 MILES SOUTH OF KIRTLEY.  ON OPEN
 NQ0456'PRAIRIE LAND AT CENTER OF EAST SIDE OF SEC. 3, T. 32 N., R. 60
 NQ0456'W., AT NORTHEAST CORNER OF FARM OF H.Z. BAYLES, 1/2 MILE NORTH
 NQ0456'OF HIS HOME, AND 19.052 METERS (62.51 FEET) FROM NEBRASKA-WYOMING
 NQ0456'BOUNDARY MONUMENT 123 (SEE DESCRIPTION THEREOF) N 37 DEG 24 MIN W.
 NQ0456'MARKED BY NAIL IN TOP OF STAKE 3 ICHES SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0459 ***********************************************************************
 NQ0459  DESIGNATION -  BOUNDARY MON 123 NE WY
 NQ0459  PID         -  NQ0459
 NQ0459  STATE/COUNTY-  WY/NIOBRARA
 NQ0459  USGS QUAD   -  KIRTLEY (1978)
 NQ0459
 NQ0459                         *CURRENT SURVEY CONTROL
 NQ0459  ___________________________________________________________________
 NQ0459* NAD 83(1993)-  42 46 47.85856(N)    104 03 10.90786(W)     ADJUSTED  
 NQ0459* NAVD 88     -      1559.3    (meters)    5116.     (feet)  VERTCON   
 NQ0459  ___________________________________________________________________
 NQ0459  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 NQ0459  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 NQ0459
 NQ0459  HORZ ORDER  -  SECOND
 NQ0459
 NQ0459.The horizontal coordinates were established by classical geodetic methods
 NQ0459.and adjusted by the National Geodetic Survey in January 1997..
 NQ0459.No horizontal observational check was made to the station.
 NQ0459
 NQ0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0459
 NQ0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0459
 NQ0459.The geoid height was determined by GEOID03.
 NQ0459
 NQ0459;                    North         East     Units Scale Factor Converg.
 NQ0459;SPC WY E     -   253,812.525   291,125.134   MT  1.00003962   +0 45 23.1
 NQ0459;SPC NE       -   334,949.915   168,487.614   MT  0.99990654   -2 41 09.3
 NQ0459;UTM  13      - 4,736,815.065   577,461.102   MT  0.99967382   +0 38 35.5
 NQ0459
 NQ0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0459!SPC WY E     -   0.99975792  x   1.00003962  =   0.99979753
 NQ0459!SPC NE       -   0.99975792  x   0.99990654  =   0.99966449
 NQ0459!UTM  13      -   0.99975792  x   0.99967382  =   0.99943182
 NQ0459
 NQ0459                          SUPERSEDED SURVEY CONTROL
 NQ0459
 NQ0459  NAD 83(1986)-  42 46 47.83314(N)    104 03 10.88952(W) AD(       ) 2
 NQ0459  NAD 27      -  42 46 47.95000(N)    104 03 09.12000(W) AD(       ) 2
 NQ0459  NGVD 29 (07/19/86) 1558.6    (m)         5114.     (f) VERT ANG       
 NQ0459
 NQ0459.Superseded values are not recommended for survey control.
 NQ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0459.See file dsdata.txt to determine how the superseded data were derived.
 NQ0459
 NQ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH7746136815(NAD 83)
 NQ0459_MARKER: V = STONE MONUMENT
 NQ0459_SETTING: 0 = UNSPECIFIED SETTING
 NQ0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0459
 NQ0459  HISTORY     - Date     Condition        Report By
 NQ0459  HISTORY     - 1912     MONUMENTED       CGS
 NQ0459
 NQ0459                          STATION DESCRIPTION
 NQ0459
 NQ0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 NQ0459'ABOUT 3-1/2 MILES EAST AND 2-1/2 MILES SOUTH OF KIRTLEY, ON
 NQ0459'OPEN PRAIRIE LAND AT CENTER OF EAST SIDE OF SEC. 3, T. 32 N.,
 NQ0459'R. 60 W., AT NORTHEAST CORNER OF FARM OF H.Z. BAYLES AND ONE-HALF
 NQ0459'MILE NORTH OF HIS HOME.  MONUMENT IS GRANITE POST 10 INCHES SQUARE
 NQ0459'AND 3-1/2 FEET HIGH, SIDES INSCRIBED AS FOLLOWS--NEB. ON EAST,
 NQ0459'123 M ON SOUTH, AND WYO ON WEST.  NEBRASKA-WYOMING BOUNDARY
 NQ0459'MONUMENT 123 ECCENTRIC, (SEE DESCRIPTION THEREOF) IS 19.052
 NQ0459'METERS (62.51 FEET) FROM MONUMENT N 77 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1241 ***********************************************************************
 PY1241  DESIGNATION -  BOUNDARY MON 15 M WY YNP
 PY1241  PID         -  PY1241
 PY1241  STATE/COUNTY-  WY/TETON
 PY1241  USGS QUAD   -  SNAKE HOT SPRINGS (1996)
 PY1241
 PY1241                         *CURRENT SURVEY CONTROL
 PY1241  ___________________________________________________________________
 PY1241* NAD 83(1993)-  44 07 57.65345(N)    110 35 19.78480(W)     ADJUSTED  
 PY1241* NAVD 88     -      2804.2    (meters)    9200.     (feet)  VERTCON   
 PY1241  ___________________________________________________________________
 PY1241  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 PY1241  GEOID HEIGHT-          -8.37  (meters)                     GEOID03
 PY1241
 PY1241  HORZ ORDER  -  THIRD
 PY1241
 PY1241.The horizontal coordinates were established by classical geodetic methods
 PY1241.and adjusted by the National Geodetic Survey in January 1997..
 PY1241
 PY1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1241
 PY1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1241
 PY1241.The geoid height was determined by GEOID03.
 PY1241
 PY1241;                    North         East     Units Scale Factor Converg.
 PY1241;SPC WY W     -   503,615.365   759,549.081   MT  0.99995762   -0 21 07.2
 PY1241;UTM  12      - 4,886,691.837   532,891.717   MT  0.99961331   +0 17 10.7
 PY1241
 PY1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1241!SPC WY W     -   0.99956181  x   0.99995762  =   0.99951945
 PY1241!UTM  12      -   0.99956181  x   0.99961331  =   0.99917529
 PY1241
 PY1241:                Primary Azimuth Mark                     Grid Az
 PY1241:SPC WY W     -  SHERIDAN                                 018 06 53.4
 PY1241:UTM  12      -  SHERIDAN                                 017 28 35.5
 PY1241
 PY1241|---------------------------------------------------------------------|
 PY1241| PID    Reference Object                     Distance      Geod. Az  |
 PY1241|                                                           dddmmss.s |
 PY1241| PY1238 SHERIDAN                            APPROX.15.6 KM 0174546.2 |
 PY1241|---------------------------------------------------------------------|
 PY1241
 PY1241                          SUPERSEDED SURVEY CONTROL
 PY1241
 PY1241  NAD 83(1993)-  44 07 57.64809(N)    110 35 19.78365(W) AD(       ) 3
 PY1241  NAD 83(1986)-  44 07 57.64686(N)    110 35 19.77243(W) AD(       ) 3
 PY1241  NAD 27      -  44 07 57.86764(N)    110 35 17.03361(W) AD(       ) 3
 PY1241  NGVD 29 (07/19/86) 2802.8    (m)         9196.     (f) VERT ANG       
 PY1241
 PY1241.Superseded values are not recommended for survey control.
 PY1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1241.See file dsdata.txt to determine how the superseded data were derived.
 PY1241
 PY1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3289286692(NAD 83)
 PY1241_MARKER: Z = SEE DESCRIPTION
 PY1241_SETTING: 0 = UNSPECIFIED SETTING
 PY1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1241
 PY1241  HISTORY     - Date     Condition        Report By
 PY1241  HISTORY     - 1955     MONUMENTED       USGS
 PY1241
 PY1241                          STATION DESCRIPTION
 PY1241
 PY1241'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1241'STATION LOCATED ABOUT 3.7 MI. DUE E. OF S. ENTRANCE TO YELLOWSTONE
 PY1241'PARK, WYOMING, ON NATIONAL PARK BOUNDARY LINE, NEAR TOP OF RIDGE.
 PY1241'
 PY1241'STATION MARK--A LARGE SANDSTONE ROCK, SET IN GROUND, AND INSCRIBED
 PY1241'---FR--- ON S., ---M-15--- ON W., AND ---S BY NP--- ON N. SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0998 ***********************************************************************
 MO0998  DESIGNATION -  BOUNDARY MON 38 ECC
 MO0998  PID         -  MO0998
 MO0998  STATE/COUNTY-  WY/LARAMIE
 MO0998  USGS QUAD   -  TREMAIN (1990)
 MO0998
 MO0998                         *CURRENT SURVEY CONTROL
 MO0998  ___________________________________________________________________
 MO0998* NAD 83(1993)-  41 32 59.46042(N)    104 03 09.01813(W)     ADJUSTED  
 MO0998* NAVD 88     -      1619.     (meters)    5312.     (feet)  SCALED    
 MO0998  ___________________________________________________________________
 MO0998  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 MO0998  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 MO0998
 MO0998  HORZ ORDER  -  SECOND
 MO0998
 MO0998.The horizontal coordinates were established by classical geodetic methods
 MO0998.and adjusted by the National Geodetic Survey in January 1997..
 MO0998
 MO0998.The orthometric height was scaled from a topographic map.
 MO0998
 MO0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0998
 MO0998.The geoid height was determined by GEOID03.
 MO0998
 MO0998;                    North         East     Units Scale Factor Converg.
 MO0998;SPC WY E     -   117,182.660   292,951.759   MT  1.00004379   +0 44 20.6
 MO0998;SPC NE       -   198,496.536   162,130.046   MT  0.99965889   -2 41 08.1
 MO0998;UTM  13      - 4,600,231.951   579,020.321   MT  0.99967684   +0 37 42.5
 MO0998
 MO0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0998!SPC WY E     -   0.99974899  x   1.00004379  =   0.99979277
 MO0998!SPC NE       -   0.99974899  x   0.99965889  =   0.99940796
 MO0998!UTM  13      -   0.99974899  x   0.99967684  =   0.99942591
 MO0998
 MO0998|---------------------------------------------------------------------|
 MO0998| PID    Reference Object                     Distance      Geod. Az  |
 MO0998|                                                           dddmmss.s |
 MO0998| CP9586 BOUNDARY MON 38 ECC RM 1             25.872 METERS 00140     |
 MO0998| MO0999 BLACK HILLS VIDEO CO MICROWAVE      APPROX. 0.8 KM 0541549.6 |
 MO0998| CP9709 BOUNDARY MON 38 ECC RM 2 AZIMUTH                   17940     |
 MO0998| CP9585 BOUNDARY MON 38 ECC AZ MK RESET                    1794229.0 |
 MO0998| MO1000 BOUNDARY MON 38 NE WY               119.061 METERS 18414     |
 MO0998| MO1020 TREMAIN W UNION MICROWAVE           APPROX. 7.0 KM 2031928.9 |
 MO0998| CP9587 BOUNDARY MON 38 ECC RM 4             19.844 METERS 25209     |
 MO0998|---------------------------------------------------------------------|
 MO0998
 MO0998                          SUPERSEDED SURVEY CONTROL
 MO0998
 MO0998  NAD 83(1986)-  41 32 59.44863(N)    104 03 09.02024(W) AD(       ) 2
 MO0998  NAD 27      -  41 32 59.53730(N)    104 03 07.19630(W) AD(       ) 2
 MO0998
 MO0998.Superseded values are not recommended for survey control.
 MO0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0998.See file dsdata.txt to determine how the superseded data were derived.
 MO0998
 MO0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7902000232(NAD 83)
 MO0998_MARKER: DS = TRIANGULATION STATION DISK
 MO0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0998
 MO0998  HISTORY     - Date     Condition        Report By
 MO0998  HISTORY     - 1933     MONUMENTED       CGS
 MO0998  HISTORY     - 1963     SEE DESCRIPTION  CGS
 MO0998  HISTORY     - 1972     GOOD             LOCSUR
 MO0998
 MO0998                          STATION DESCRIPTION
 MO0998
 MO0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO0998'ABOUT 9 MILES EAST OF NORTH OF ALBIN, AND 390.62 FEET
 MO0998'NORTH-NORTHEAST OF WYOMING-NEBRASKA BOUNDARY MONUMENT NO. 38
 MO0998'IN RIGHT-OF-WAY OF STATE-LINE ROAD.  REACHED FROM ALBIN BY ROAD
 MO0998'EAST 1/4 MILE, THEN NORTH 4.0 MILES, THEN EAST 2.1 MILES TO
 MO0998'STATE LINE AT BOUNDARY MONUMENT NO. 33, THEN NORTH ALONG
 MO0998'STATE LINE 5.0 MILES TO STATION.  STATION IS ON EAST SIDE
 MO0998'OF ROAD AT TOP OF HILL, 5 FEET WEST OF LARGE SQUARE POST.
 MO0998'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 MO0998'MARKS IN CONCRETE.  REFERENCE MARKS NOS. 1
 MO0998'AND 2 ARE STANDARD REFERENCE DISKS IN CONCRETE.
 MO0998'NO. 1 IS 34 FEET EAST OF CENTER LINE OF STATE-LINE ROAD,
 MO0998'3 FEET WEST OF NORTH-SOUTH FENCE LINE, AND 25.87 METERS
 MO0998'(84.9 FEET) FROM STATION.  NO.
 MO0998'2 IS IN NORTH-SOUTH FENCE LINE, ABOUT 1/2 MILE FROM
 MO0998'STATION S 00 DEG 20 MIN E.  NO. 3 IS
 MO0998'CENTER OF WYOMING-NEBRASKA BOUNDARY MONUMENT NO. 38,
 MO0998'GRANITE POST 8 INCHES SQUARE AND 2.6 FEET LONG IN CENTER
 MO0998'OF STATE-LINE ROAD, AND 390.62 FEET FROM STATION
 MO0998'S 04 DEG 14 MIN W.
 MO0998
 MO0998                          STATION RECOVERY (1963)
 MO0998
 MO0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO0998'THE STATION MARKS AND REFERENCE MARK NO 1 WERE RECOVERED
 MO0998'IN GOOD CONDITION.  THE SURFACE MARK APPEARED TO BE LEANING
 MO0998'SO A NEW SURFACE MARK WAS SET.  THE DISTANCE AND DIRECTION
 MO0998'TO REFERENCE MARK NO 1 WAS VERIFIED.  REFERENCE MARKS NO 2
 MO0998'AND 3 WERE SEARCHED FOR BUT WERE NOT FOUND.  REFERENCE MARK
 MO0998'NO 4 AND A NEW AZIMUTH MARK WERE SET.
 MO0998'
 MO0998'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 MO0998'
 MO0998'THE STATION IS 9 MILES NORTH AND 2 MILES EAST OF ALBIN, AT
 MO0998'THE WYOMING-NEBRASKA STATE LINE.
 MO0998'
 MO0998'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, GO EAST
 MO0998'ON A BLACKTOP ROAD FOR 2.5 MILES TO THE WYOMING-NEBRASKA
 MO0998'STATE LINE AND A CEMETERY IN THE NORTHWEST ANGLE.  TURN
 MO0998'LEFT AND GO NORTH ON THE BLACKTOP ROAD FOR 4.25 MILES TO A
 MO0998'SIDE ROAD ON THE RIGHT.  CONTINUE NORTH ON A GRAVEL ROAD
 MO0998'FOR 4.25 MILES TO THE AZIMUTH MARK ON THE RIGHT, 30.5 FEET
 MO0998'EAST OF THE CENTER OF THE GRAVEL ROAD.  CONTINUE NORTH ON
 MO0998'THE GRAVEL ROAD FOR 0.6 MILE TO THE TOP OF A RISE AND THE
 MO0998'STATION ON THE RIGHT.
 MO0998'
 MO0998'THE SURFACE STATION MARK, A STANDARD DISK STAMPED BDY. MON.
 MO0998'NO 38 ECC 1933 1963, IS SET IN A SQUARE CONCRETE POST FLUSH
 MO0998'WITH THE SURFACE OF THE GROUND.  IT IS 26.5 FEET EAST OF THE
 MO0998'CENTER OF THE GRAVEL ROAD AND 5.5 FEET WEST OF A TELEPHONE
 MO0998'POLE.  THE UNDERGROUND MARK, A STANDARD DISK STAMPED BDY.
 MO0998'MON. NO 38 ECC 1933, IS SET IN AN IRREGULAR MASS OF CONCRETE
 MO0998'56 INCHES BELOW THE SURFACE OF THE GROUND.
 MO0998'
 MO0998'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BDY. MON. NO
 MO0998'38 ECC NO 1 1933, IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 MO0998'THE SURFACE OF THE GROUND.  IT IS 88.5 FEET NORTH OF A TELEPHONE
 MO0998'POLE AND 29 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.
 MO0998'
 MO0998'REFERENCE MARK NO 4, A STANDARD DISK STAMPED BDY. MON. NO
 MO0998'38 ECC 1933 1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 MO0998'THE SURFACE OF THE GROUND.  IT IS 37 FEET WEST OF THE CENTER
 MO0998'OF THE GRAVEL ROAD AND 1.5 FEET NORTH OF A POWER POLE.
 MO0998'
 MO0998'THE AZIMUTH MARK, A STANDARD DISK STAMPED BDY. MON. NO 38
 MO0998'ECC 1933 RESET 1963, IS SET IN A SQUARE CONCRETE POST FLUSH
 MO0998'WITH THE SURFACE OF THE GROUND.  IT IS 30.5 FEET EAST OF
 MO0998'THE CENTER OF THE GRAVEL ROAD, 2.5 FEET WEST OF A TELEPHONE
 MO0998'POLE, AND 2.5 FEET WEST OF A METAL WITNESS POST.
 MO0998'
 MO0998'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
 MO0998'
 MO0998'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 MO0998
 MO0998                          STATION RECOVERY (1972)
 MO0998
 MO0998'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (RLH)
 MO0998'STATION RECOVERED BY LAND SURVEYOR
 MO0998'
 MO0998'BDY MON NO 38 ECC 1933 1963-FOUND IN GOOD CONDITION AS DESCRIBED
 MO0998'IN RECOVERY NOTE
 MO0998'
 MO0998'REF MARK NO. 1-FOUND IN GOOD CONDITION AS DESCRIBED
 MO0998'
 MO0998'REF MARK NO. 4-FOUND IN GOOD CONDITION AS DESCRIBED
 MO0998'
 MO0998'ENCLOSED IS PLAT OF SURVEY SHOWING RE-ESTABLISHMENT OF MILE
 MO0998'POST 38 (ORIGINAL REF. MARK NO. 3)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1000 ***********************************************************************
 MO1000  DESIGNATION -  BOUNDARY MON 38 NE WY
 MO1000  PID         -  MO1000
 MO1000  STATE/COUNTY-  WY/LARAMIE
 MO1000  USGS QUAD   -  TREMAIN (1990)
 MO1000
 MO1000                         *CURRENT SURVEY CONTROL
 MO1000  ___________________________________________________________________
 MO1000* NAD 83(1993)-  41 32 55.61178(N)    104 03 09.39808(W)     ADJUSTED  
 MO1000* NAVD 88     -      1616.     (meters)    5302.     (feet)  SCALED    
 MO1000  ___________________________________________________________________
 MO1000  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 MO1000  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 MO1000
 MO1000  HORZ ORDER  -  SECOND
 MO1000
 MO1000.The horizontal coordinates were established by classical geodetic methods
 MO1000.and adjusted by the National Geodetic Survey in January 1997..
 MO1000
 MO1000.The orthometric height was scaled from a topographic map.
 MO1000
 MO1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1000
 MO1000.The geoid height was determined by GEOID03.
 MO1000
 MO1000;                    North         East     Units Scale Factor Converg.
 MO1000;SPC WY E     -   117,063.816   292,944.485   MT  1.00004377   +0 44 20.3
 MO1000;SPC NE       -   198,378.384   162,115.692   MT  0.99965887   -2 41 08.3
 MO1000;UTM  13      - 4,600,113.164   579,012.821   MT  0.99967683   +0 37 42.2
 MO1000
 MO1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1000!SPC WY E     -   0.99974946  x   1.00004377  =   0.99979322
 MO1000!SPC NE       -   0.99974946  x   0.99965887  =   0.99940841
 MO1000!UTM  13      -   0.99974946  x   0.99967683  =   0.99942637
 MO1000
 MO1000                          SUPERSEDED SURVEY CONTROL
 MO1000
 MO1000  NAD 83(1986)-  41 32 55.60001(N)    104 03 09.40018(W) AD(       ) 2
 MO1000  NAD 27      -  41 32 55.68860(N)    104 03 07.57620(W) AD(       ) 2
 MO1000
 MO1000.Superseded values are not recommended for survey control.
 MO1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1000.See file dsdata.txt to determine how the superseded data were derived.
 MO1000
 MO1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7901300113(NAD 83)
 MO1000_MARKER: V = STONE MONUMENT
 MO1000_SETTING: 0 = UNSPECIFIED SETTING
 MO1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1000
 MO1000  HISTORY     - Date     Condition        Report By
 MO1000  HISTORY     - 1933     MONUMENTED       CGS
 MO1000
 MO1000                          STATION DESCRIPTION
 MO1000
 MO1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO1000'ABOUT 9 MILES EAST OF NORTH OF ALBIN, IN CENTER OF STATE-LINE
 MO1000'ROAD, AND 390.62 FEET FROM WYOMING-NEBRASKA BOUNDARY MONUMENT
 MO1000'NO. 38 ECCENTRIC S 04 DEG 14 MIN W.  MARK IS
 MO1000'GRANITE MONUMENT 8 INCHES SQUARE AND 2.6 FEET LONG.  BEARING
 MO1000'FROM MONUMENT TO ECCENTRIC STATION IS N 04 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0645 ***********************************************************************
 MP0645  DESIGNATION -  BOUNDARY MON 41 NL CO WY
 MP0645  PID         -  MP0645
 MP0645  STATE/COUNTY-  WY/CARBON
 MP0645  USGS QUAD   -  COTTONWOOD RIM (1983)
 MP0645
 MP0645                         *CURRENT SURVEY CONTROL
 MP0645  ___________________________________________________________________
 MP0645* NAD 83(1993)-  41 00 10.60095(N)    107 09 19.87217(W)     ADJUSTED  
 MP0645* NAVD 88     -      2153.     (meters)    7064.     (feet)  SCALED    
 MP0645  ___________________________________________________________________
 MP0645  LAPLACE CORR-          10.48  (seconds)                    DEFLEC99
 MP0645  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 MP0645
 MP0645  HORZ ORDER  -  SECOND
 MP0645
 MP0645.The horizontal coordinates were established by classical geodetic methods
 MP0645.and adjusted by the National Geodetic Survey in January 1997..
 MP0645
 MP0645.The orthometric height was scaled from a topographic map.
 MP0645
 MP0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0645
 MP0645.The geoid height was determined by GEOID03.
 MP0645
 MP0645;                    North         East     Units Scale Factor Converg.
 MP0645;SPC WYEC     -   155,863.300   414,958.756   MT  0.99994025   +0 06 60.0
 MP0645;SPC CO N     -   491,489.611   775,122.642   MT  1.00004302   -1 04 10.9
 MP0645;SPC CO N     - 1,612,495.50  2,543,048.20   sFT  1.00004302   -1 04 10.9
 MP0645;UTM  13      - 4,541,321.795   318,719.500   MT  1.00000448   -1 24 52.6
 MP0645
 MP0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0645!SPC WYEC     -   0.99966426  x   0.99994025  =   0.99960453
 MP0645!SPC CO N     -   0.99966426  x   1.00004302  =   0.99970727
 MP0645!UTM  13      -   0.99966426  x   1.00000448  =   0.99966874
 MP0645
 MP0645                          SUPERSEDED SURVEY CONTROL
 MP0645
 MP0645  NAD 83(1993)-  41 00 10.59930(N)    107 09 19.86900(W) AD(       ) 2
 MP0645  NAD 83(1986)-  41 00 10.59741(N)    107 09 19.86615(W) AD(       ) 2
 MP0645  NAD 27      -  41 00 10.71900(N)    107 09 17.66600(W) AD(       ) 2
 MP0645
 MP0645.Superseded values are not recommended for survey control.
 MP0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0645.See file dsdata.txt to determine how the superseded data were derived.
 MP0645
 MP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF1871941322(NAD 83)
 MP0645_MARKER: V = STONE MONUMENT
 MP0645_SETTING: 0 = UNSPECIFIED SETTING
 MP0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0645
 MP0645  HISTORY     - Date     Condition        Report By
 MP0645  HISTORY     - 1949     MONUMENTED       CGS
 MP0645
 MP0645                          STATION DESCRIPTION
 MP0645
 MP0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MP0645'THE STATION, A GENERAL LAND OFFICE SECTION MARKER, IS LOCATED
 MP0645'ON OR IN THE IMMEDIATE VICINITY OF THE COLORADO-WYOMING
 MP0645'STATE LINE, ABOUT 2 MILES EAST OF SHEEP MOUNTAIN, ABOUT 0.5
 MP0645'MILE NORTH OF THE LITTLE SNAKE RIVER AND STATE HIGHWAY 129,
 MP0645'ABOUT 0.7 MILE EAST-NORTHEAST OF THE ST. LOUIS RANCH.
 MP0645'
 MP0645'THE COLORADO-WYOMING STATE BOUNDARY MARKER, A 12 X 12 SANDSTONE
 MP0645'POST, IS LOCATED ABOUT 0.1 MILE EAST OF A FENCE CORNER, ABOUT
 MP0645'275 FEET WEST OF A POST AND ANOTHER GENERAL LAND OFFICE MARKER,
 MP0645'PROJECTS 18 INCHES, AND IS CARVED COLORADO WYOMING 41 NL 1873.
 MP0645'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0988 ***********************************************************************
 MO0988  DESIGNATION -  BOUNDARY MON 62 NE WY
 MO0988  PID         -  MO0988
 MO0988  STATE/COUNTY-  WY/GOSHEN
 MO0988  USGS QUAD   -  LYMAN (1990)
 MO0988
 MO0988                         *CURRENT SURVEY CONTROL
 MO0988  ___________________________________________________________________
 MO0988* NAD 83(1993)-  41 53 49.05914(N)    104 03 09.99450(W)     ADJUSTED  
 MO0988* NAVD 88     -      1243.     (meters)    4078.     (feet)  SCALED    
 MO0988  ___________________________________________________________________
 MO0988  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 MO0988  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 MO0988
 MO0988  HORZ ORDER  -  FIRST
 MO0988
 MO0988.The horizontal coordinates were established by classical geodetic methods
 MO0988.and adjusted by the National Geodetic Survey in January 1997..
 MO0988
 MO0988.The orthometric height was scaled from a topographic map.
 MO0988
 MO0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0988
 MO0988.The geoid height was determined by GEOID03.
 MO0988
 MO0988;                    North         East     Units Scale Factor Converg.
 MO0988;SPC WY E     -   155,733.673   292,430.265   MT  1.00004259   +0 44 38.0
 MO0988;SPC NE       -   236,995.304   163,913.369   MT  0.99968184   -2 41 08.7
 MO0988;UTM  13      - 4,638,769.762   578,573.639   MT  0.99967597   +0 37 57.3
 MO0988
 MO0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0988!SPC WY E     -   0.99980796  x   1.00004259  =   0.99985054
 MO0988!SPC NE       -   0.99980796  x   0.99968184  =   0.99948986
 MO0988!UTM  13      -   0.99980796  x   0.99967597  =   0.99948399
 MO0988
 MO0988|---------------------------------------------------------------------|
 MO0988| PID    Reference Object                     Distance      Geod. Az  |
 MO0988|                                                           dddmmss.s |
 MO0988| CP9710 BOUNDARY MON 62 RM 1 AZIMUTH                       06006     |
 MO0988| CP9588 BOUNDARY MON 62 AZ MK                              0770542.9 |
 MO0988| CP9589 BOUNDARY MON 62 RM 2                 30.181 METERS 17728     |
 MO0988| CP9590 BOUNDARY MON 62 RM 3                 34.671 METERS 26836     |
 MO0988|---------------------------------------------------------------------|
 MO0988
 MO0988                          SUPERSEDED SURVEY CONTROL
 MO0988
 MO0988  NAD 83(1986)-  41 53 49.04627(N)    104 03 10.00274(W) AD(       ) 1
 MO0988  NAD 27      -  41 53 49.17100(N)    104 03 08.18100(W) AD(       ) 1
 MO0988
 MO0988.Superseded values are not recommended for survey control.
 MO0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0988.See file dsdata.txt to determine how the superseded data were derived.
 MO0988
 MO0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7857438770(NAD 83)
 MO0988_MARKER: H = DRILL HOLE
 MO0988_SETTING: 0 = UNSPECIFIED SETTING
 MO0988
 MO0988  HISTORY     - Date     Condition        Report By
 MO0988  HISTORY     - 1933     MONUMENTED       CGS
 MO0988  HISTORY     - 1963     GOOD             CGS
 MO0988
 MO0988                          STATION DESCRIPTION
 MO0988
 MO0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO0988'ABOUT 2 MILES SOUTHWEST OF LYMAN, NEBR., ON WYOMING-NEBRASKA
 MO0988'BOUNDARY LINE, JUST EAST OF PACKERS LAKE.  TO REACH FROM
 MO0988'LYMAN, FOLLOW ROAD 1/2 MILE WEST TO CROSSROADS AT PACKERS
 MO0988'LAKE SIGN, TURN SOUTH AND GO 1.0 MILE, THEN WEST 1/2 MILE
 MO0988'TO STATION.  STATION MARK IS DRILL HOLE IN TOP OF
 MO0988'WYOMING-NEBRASKA BOUNDARY MONUMENT NO. 62, GRANITE POST 2.7 FEET
 MO0988'HIGH AND 0.3 FOOT SQUARE.  REFERENCE MARKS ARE STANDARD
 MO0988'REFERENCE DISKS IN CONCRETE.  NO. 1 IS IN
 MO0988'NORTH-SOUTH FENCE LINE, ABOUT 1/2 MILE FROM STATION
 MO0988'N 60 DEG 06 MIN NE.  NO. 2 IS IN NEBRASKA, IN EAST-WEST
 MO0988'FENCE LINE, 13 FEET EAST OF NORTH-SOUTH FENCE, AND 98.8
 MO0988'FEET FROM STATION S 2 DEG 37 MIN E.  NO. 3 IS
 MO0988'IN WYOMING, 90 FEET WEST OF NORTH-SOUTH FENCE LINE, ABOUT 90
 MO0988'FEET NORTH OF PACKERS LAKE, AND 113.7 FEET FROM STATION
 MO0988'S 88 DEG 36 MIN W.
 MO0988
 MO0988                          STATION RECOVERY (1963)
 MO0988
 MO0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO0988'STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3
 MO0988'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 MO0988'MARK NO. 1 (AZIMUTH MARK) WAS RECOVERED LYING ON ITS SIDE,
 MO0988'APPARENTLY IT HAS BEEN HIT BY HEAVY MACHINERY.  THE DISTANCE
 MO0988'AND THE DIRECTION TO REFERENCE MARK NO. 3 WERE VERIFIED.
 MO0988'THE DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.  THE
 MO0988'DISTANCE TO REFERENCE MARK NO. 2 MISSED THE PREVIOUS
 MO0988'MEASUREMENT 0.28 FOOT.
 MO0988'
 MO0988'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 MO0988'
 MO0988'FOLLOWING IS A COMPLETE DESCRIPTION--
 MO0988'
 MO0988'THE STATION IS 1-1/4 MILES SOUTH AND 3/4 MILE WEST OF LYMAN,
 MO0988'NEBRASKA, ON THE NEBRASKA-WYOMING BOUNDARY LINE, AND 0.1
 MO0988'MILE EAST OF PACKERS LAKE.
 MO0988'
 MO0988'TO REACH THE STATION FROM THE POST OFFICE IN LYMAN, NEBRASKA,
 MO0988'GO SOUTH ON THE MAIN STREET FOR 0.1 MILE TO THE JUNCTION
 MO0988'OF STATE HIGHWAY 92.  TURN RIGHT AND GO WEST ON HIGHWAY 92
 MO0988'FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 MO0988'GRAVEL ROAD FOR 1.1 MILE TO A TRACK ROAD ON THE RIGHT AND
 MO0988'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE GRAVEL
 MO0988'ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 MO0988'AND GO WEST ON A DIRT ROAD FOR 0.5 MILE TO A GATE IN A
 MO0988'NORTH-SOUTH FENCE (A SIGN ENTERING WYOMING) ON THE RIGHT AND THE
 MO0988'STATION ON THE RIGHT.
 MO0988'
 MO0988'THE STATION IS A DRILL HOLE IN THE TOP OF AN 8 INCH SQUARE
 MO0988'GRANITE MONUMENT WITH WYO CARVED ON THE WEST SIDE, NEBR CARVED
 MO0988'ON THE EAST SIDE, AND 62 M CARVED ON THE SOUTH SIDE, AND
 MO0988'PROJECTS 2.5 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS
 MO0988'75 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 69 FEET NORTH
 MO0988'OF A CORNER FENCE POST, 15 FEET SOUTH OF AN IRRIGATION DITCH,
 MO0988'2.5 FEET NORTH OF A METAL WITNESS POST, AND IN THE NORTH-SOUTH
 MO0988'FENCE.
 MO0988'
 MO0988'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BDY. MON. NO 62
 MO0988'NO 2 1933, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MO0988'4 INCHES.  IT IS 26 FEET NORTHEAST OF A CORNER FENCE POST,
 MO0988'25 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, AND 19 FEET
 MO0988'NORTH OF A FENCE.
 MO0988'
 MO0988'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BDY. NOM. NO 62
 MO0988'NO 3 1933, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MO0988'4 INCHES.  IT IS 47 FEET NORTH OF THE CENTER OF THE DIRT
 MO0988'ROAD AND 26 FEET NORTH OF A FENCE.
 MO0988'
 MO0988'AZIMUTH MARK, A STANDARD DISK STAMPED BDY-MON-62 1933, IS
 MO0988'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 MO0988'IS 69 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 32 FEET
 MO0988'WEST OF THE CENTER OF THE GRAVEL ROAD, 2 FEET NORTH OF A
 MO0988'METAL WITNESS POST, AND 1 FOOT SOUTH OF A TELEPHONE POLE.
 MO0988'
 MO0988'NOTE--REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE
 MO0988'PULLING 7 KG. TAPE TENSION.
 MO0988'
 MO0988'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0542 ***********************************************************************
 MP0542  DESIGNATION -  BOUNDARY MP 125 CO WY
 MP0542  PID         -  MP0542
 MP0542  STATE/COUNTY-  WY/CARBON
 MP0542  USGS QUAD   -  ELKHORN POINT (1983)
 MP0542
 MP0542                         *CURRENT SURVEY CONTROL
 MP0542  ___________________________________________________________________
 MP0542* NAD 83(1993)-  41 00 07.19321(N)    106 26 09.14899(W)     ADJUSTED  
 MP0542* NAVD 88     -      2427.8    (meters)    7965.     (feet)  VERTCON   
 MP0542  ___________________________________________________________________
 MP0542  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 MP0542  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 MP0542
 MP0542  HORZ ORDER  -  THIRD
 MP0542
 MP0542.The horizontal coordinates were established by classical geodetic methods
 MP0542.and adjusted by the National Geodetic Survey in January 1997..
 MP0542
 MP0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0542
 MP0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0542
 MP0542.The geoid height was determined by GEOID03.
 MP0542
 MP0542;                    North         East     Units Scale Factor Converg.
 MP0542;SPC WYEC     -   156,130.922   475,501.283   MT  1.00000763   +0 35 19.8
 MP0542;UTM  13      - 4,539,971.729   379,242.600   MT  0.99977948   -0 56 31.8
 MP0542
 MP0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0542!SPC WYEC     -   0.99962106  x   1.00000763  =   0.99962868
 MP0542!UTM  13      -   0.99962106  x   0.99977948  =   0.99940062
 MP0542
 MP0542:                Primary Azimuth Mark                     Grid Az
 MP0542:SPC WYEC     -  PARKVIEW HILL                            054 14 32.4
 MP0542:UTM  13      -  PARKVIEW HILL                            055 46 24.0
 MP0542
 MP0542|---------------------------------------------------------------------|
 MP0542| PID    Reference Object                     Distance      Geod. Az  |
 MP0542|                                                           dddmmss.s |
 MP0542| MP0540 PARKVIEW HILL                       APPROX. 3.8 KM 0544952.2 |
 MP0542|---------------------------------------------------------------------|
 MP0542
 MP0542                          SUPERSEDED SURVEY CONTROL
 MP0542
 MP0542  NAD 83(1993)-  41 00 07.19045(N)    106 26 09.14842(W) AD(       ) 3
 MP0542  NAD 83(1986)-  41 00 07.18881(N)    106 26 09.14445(W) AD(       ) 3
 MP0542  NAD 27      -  41 00 07.29246(N)    106 26 07.03403(W) AD(       ) 3
 MP0542  NGVD 29 (07/19/86) 2426.5    (m)         7961.     (f) VERT ANG       
 MP0542
 MP0542.Superseded values are not recommended for survey control.
 MP0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0542.See file dsdata.txt to determine how the superseded data were derived.
 MP0542
 MP0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF7924339972(NAD 83)
 MP0542_MARKER: P = PIPE CAP
 MP0542_SETTING: 0 = UNSPECIFIED SETTING
 MP0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0542
 MP0542  HISTORY     - Date     Condition        Report By
 MP0542  HISTORY     - 1959     MONUMENTED       USGS
 MP0542
 MP0542                          STATION DESCRIPTION
 MP0542
 MP0542'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0542'STATION LOCATED 23.5 MI. (AIRLINE) SE. OF ENCAMPMENT, WYOMING,
 MP0542'4.5 MI. W. OF THE NORTH PLATTE RIVER ON THE WYOMING-COLORADO BOUNDARY,
 MP0542'1-1/2 MI. W. OF STATE HIGHWAY 230.
 MP0542'
 MP0542'TO REACH THE STATION FROM STATE HIGHWAY 230, BOUNDARY SIGNS BETWEEN
 MP0542'COLORADO AND WYOMING, GO W. 1.5 MI. ALONG FENCELINES AND A TRACK RD.
 MP0542'TO THE STATION ON THE RIGHT AND 42 FT. N. OF THE CENTERLINE OF TRACK
 MP0542'RD. AND IN A FIELD.
 MP0542'
 MP0542'STATION MARK--STANDARD USGLO BRASS CAP, ON A 2 IN. PIPE PROJECTING
 MP0542'ABOUT 0.5 FT., STAMPED ---COLO - WYO 125 M 1938---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0442 ***********************************************************************
 MQ0442  DESIGNATION -  BOUNDARY MP 239 CO WY
 MQ0442  PID         -  MQ0442
 MQ0442  STATE/COUNTY-  WY/SWEETWATER
 MQ0442  USGS QUAD   -  CHICKEN CREEK SE (1968)
 MQ0442
 MQ0442                         *CURRENT SURVEY CONTROL
 MQ0442  ___________________________________________________________________
 MQ0442* NAD 83(1993)-  41 00 00.09958(N)    108 36 19.37346(W)     ADJUSTED  
 MQ0442* NAVD 88     -      2189.     (meters)    7182.     (feet)  SCALED    
 MQ0442  ___________________________________________________________________
 MQ0442  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 MQ0442  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 MQ0442
 MQ0442  HORZ ORDER  -  SECOND
 MQ0442
 MQ0442.The horizontal coordinates were established by classical geodetic methods
 MQ0442.and adjusted by the National Geodetic Survey in November 1997..
 MQ0442
 MQ0442.The orthometric height was scaled from a topographic map.
 MQ0442
 MQ0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0442
 MQ0442.The geoid height was determined by GEOID03.
 MQ0442
 MQ0442;                    North         East     Units Scale Factor Converg.
 MQ0442;SPC WYWC     -    55,534.215   612,166.739   MT  0.99993932   +0 05 41.6
 MQ0442;SPC CO N     -   494,440.047   653,172.426   MT  1.00004235   -2 00 23.4
 MQ0442;SPC CO N     - 1,622,175.39  2,142,949.87   sFT  1.00004235   -2 00 23.4
 MQ0442;UTM  12      - 4,541,522.115   701,399.271   MT  1.00009925   +1 34 17.5
 MQ0442
 MQ0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0442!SPC WYWC     -   0.99965905  x   0.99993932  =   0.99959839
 MQ0442!SPC CO N     -   0.99965905  x   1.00004235  =   0.99970139
 MQ0442!UTM  12      -   0.99965905  x   1.00009925  =   0.99975827
 MQ0442
 MQ0442|---------------------------------------------------------------------|
 MQ0442| PID    Reference Object                     Distance      Geod. Az  |
 MQ0442|                                                           dddmmss.s |
 MQ0442| CP5409 T12N R100 99W SECS 14 19 24 CC       46.851 METERS 27054     |
 MQ0442| MQ0444 GLO 29 ECC                          182.450 METERS 30353     |
 MQ0442|---------------------------------------------------------------------|
 MQ0442
 MQ0442                          SUPERSEDED SURVEY CONTROL
 MQ0442
 MQ0442  NAD 83(1993)-  41 00 00.09914(N)    108 36 19.37358(W) AD(       ) 2
 MQ0442  NAD 83(1993)-  41 00 00.08990(N)    108 36 19.36721(W) AD(       ) 2
 MQ0442  NAD 83(1986)-  41 00 00.08921(N)    108 36 19.36703(W) AD(       ) 2
 MQ0442  NAD 27      -  41 00 00.23000(N)    108 36 16.98000(W) AD(       ) 2
 MQ0442
 MQ0442.Superseded values are not recommended for survey control.
 MQ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0442.See file dsdata.txt to determine how the superseded data were derived.
 MQ0442
 MQ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYL0139941522(NAD 83)
 MQ0442_MARKER: DD = SURVEY DISK
 MQ0442_SETTING: 0 = UNSPECIFIED SETTING
 MQ0442
 MQ0442  HISTORY     - Date     Condition        Report By
 MQ0442  HISTORY     - 1931     MONUMENTED       CGS
 MQ0442
 MQ0442                          STATION DESCRIPTION
 MQ0442
 MQ0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 MQ0442'ABOUT 50 YARDS E OF CLOSING CORNER OF SECTIONS 14 AND 19,
 MQ0442'T 12 N, R 99 AND 100 W, ABOUT 1 MILE N OF THE HIAWATHA DOME
 MQ0442'OIL CAMP, ABOUT 195 YARDS SE OF W.W. WILSON PERMIT OIL WELL RIG,
 MQ0442'ON RANGE LINE.
 MQ0442'
 MQ0442'TO REACH FROM GASOLINE PUMP AT THE HIAWATHA DOME OIL CAMP,
 MQ0442'GO N 0.7 MILE TO FORK, TAKE RIGHT FORK AND GO 1/4 MILE TO
 MQ0442'ANOTHER FORK, TAKE LEFT FORK AND GO 1/4 MILE TO RIG OF W.W.
 MQ0442'WILSON PERMIT OIL WELL, AND THEN GO SE ABOUT 195 YARDS TO W
 MQ0442'EDGE OF DRAW AND STATION SITE.
 MQ0442'
 MQ0442'STATION IS MARKED BY STANDARD GENERAL LAND OFFICE DISK IN CONCRETE
 MQ0442'POST CAST AROUND OLD DISK WHICH WAS PROBABLY SET IN IRON PIPE.
 MQ0442'
 MQ0442'REFERENCE MARK NO. 2 IS STANDARD GENERAL LAND OFFICE DISK IN
 MQ0442'CONCRETE POST, MARKING CLOSING CORNER OF SECTIONS 14 AND 19,
 MQ0442'T 12 N, RS 99 AND 100 W, IS 46.851 METERS (153.71 FEET) FROM
 MQ0442'THE STATION N 56 DEG 07 MIN W.
 MQ0442'
 MQ0442'G.L.O. STATION 29 ECCENTRIC, IS 182.450 METERS (598.59 FEET)
 MQ0442'FROM THE STATION N 56 DEG 07 MIN W.
 MQ0442'
 MQ0442'A LIGHT ON OIL RIG USED AS REFERENCE MARK NO. 1 POINT WAS
 MQ0442'MARKED BY A NAIL IN A STAKE (NO PERMANENT MARK WAS SET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0446 ***********************************************************************
 PW0446  DESIGNATION -  BOUNDARY MP 242 ECC
 PW0446  PID         -  PW0446
 PW0446  STATE/COUNTY-  WY/SHERIDAN
 PW0446  USGS QUAD   -  CABIN CREEK NW (1971)
 PW0446
 PW0446                         *CURRENT SURVEY CONTROL
 PW0446  ___________________________________________________________________
 PW0446* NAD 83(1993)-  44 59 37.14749(N)    106 11 12.97214(W)     ADJUSTED  
 PW0446* NAVD 88     -      1279.6    (meters)    4198.     (feet)  VERTCON   
 PW0446  ___________________________________________________________________
 PW0446  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 PW0446  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 PW0446
 PW0446  HORZ ORDER  -  FIRST
 PW0446
 PW0446.The horizontal coordinates were established by classical geodetic methods
 PW0446.and adjusted by the National Geodetic Survey in January 1997..
 PW0446
 PW0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0446
 PW0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0446
 PW0446.The geoid height was determined by GEOID03.
 PW0446
 PW0446;                    North         East     Units Scale Factor Converg.
 PW0446;SPC WYEC     -   599,798.395   490,394.087   MT  1.00003794   +0 48 38.1
 PW0446;SPC MT       -    88,183.422   861,176.498   MT  1.00000382   +2 25 24.7
 PW0446;SPC MT       -   289,315.69  2,825,382.21   iFT  1.00000382   +2 25 24.7
 PW0446;UTM  13      - 4,982,930.446   406,440.890   MT  0.99970763   -0 50 21.3
 PW0446
 PW0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0446!SPC WYEC     -   0.99980174  x   1.00003794  =   0.99983967
 PW0446!SPC MT       -   0.99980174  x   1.00000382  =   0.99980556
 PW0446!UTM  13      -   0.99980174  x   0.99970763  =   0.99950943
 PW0446
 PW0446|---------------------------------------------------------------------|
 PW0446| PID    Reference Object                     Distance      Geod. Az  |
 PW0446|                                                           dddmmss.s |
 PW0446| CQ6178 BOUNDARY MP 242 ECC RM 1             27.112 METERS 01745     |
 PW0446| CQ6179 BOUNDARY MP 242 ECC RM 2             27.322 METERS 09530     |
 PW0446| PW0452 HANGING                             APPROX.16.0 KM 2084858.2 |
 PW0446| PW0447 BOUNDARY MP 242 MT WY               309.891 METERS 26943     |
 PW0446|---------------------------------------------------------------------|
 PW0446
 PW0446                          SUPERSEDED SURVEY CONTROL
 PW0446
 PW0446  NAD 83(1993)-  44 59 37.14340(N)    106 11 12.95313(W) AD(       ) 1
 PW0446  NAD 83(1986)-  44 59 37.12082(N)    106 11 12.94204(W) AD(       ) 1
 PW0446  NAD 27      -  44 59 37.16400(N)    106 11 10.84000(W) AD(       ) 1
 PW0446  NGVD 29 (07/19/86) 1278.9    (m)         4196.     (f) VERT ANG       
 PW0446
 PW0446.Superseded values are not recommended for survey control.
 PW0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0446.See file dsdata.txt to determine how the superseded data were derived.
 PW0446
 PW0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK0644182930(NAD 83)
 PW0446_MARKER: DS = TRIANGULATION STATION DISK
 PW0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0446
 PW0446  HISTORY     - Date     Condition        Report By
 PW0446  HISTORY     - 1934     MONUMENTED       CGS
 PW0446  HISTORY     - 1944     GOOD             LOCENG
 PW0446
 PW0446                          STATION DESCRIPTION
 PW0446
 PW0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PW0446'ABOUT 7 MILES NORTH-NORTHEAST OF PASSAIC POST OFFICE, 14
 PW0446'MILES WEST OF THE POWDER RIVER, 0.15 MILE WEST OF THE CADIZ-SAYLE
 PW0446'ROAD.  ON THE MONTANA-WYOMING BOUNDARY AND 1,017.20 FEET EAST
 PW0446'OF BOUNDARY MILEPOST 242, ON A LOW GRASS-COVERED RIDGE.  ALSO
 PW0446'4 FEET NORTH OF WIRE FENCE.  MARK PROJECTS 4 INCHES ABOVE
 PW0446'GROUND.
 PW0446'
 PW0446'REACHED FROM CADIZ RAILROAD STATION (WHICH IS 8.6 MILES NORTH OF
 PW0446'EAST OF CLEARMONT AND 0.3 MILE NORTH OF CADIZ POST OFFICE ON U.S.
 PW0446'HIGHWAY 16) BY GOING NORTH FROM RAILROAD CROSSING ON GRADED
 PW0446'ROAD 1.7 MILES TO A T-FORK, JUST AFTER CROSSING LARGE CORRUGATED
 PW0446'CULVERT.  TURN LEFT AND GO NORTH ON MAIN-TRAVELED GRADED
 PW0446'ROAD FOR 5.5 MILES, CROSS WOODEN BRIDGE OVER BUFFALO CREEK,
 PW0446'CONTINUE NORTH ON MAIN ROAD 8.05 MILES TO SIGN POINTING WEST
 PW0446'TO PASSAIC POST OFFICE, GO EAST AND NORTH ON MAIN ROAD 2.75
 PW0446'MILES TO SMALL SQUARE, GREY, SCHOOLHOUSE ON WEST SIDE OF
 PW0446'ROAD, CONTINUE NORTH AND EAST 2.95 MILES, PASSING
 PW0446'TRIANGULATION STATION PASSAIC ON LEFT (NORTH) SIDE OF
 PW0446'ROAD.  CONTINUE EAST AND NORTH ON MAIN ROAD, 4.1 MILES TO
 PW0446'CATTLE GUARD ON STATE LINE, LEAVE MAIN ROAD, TURN LEFT
 PW0446'JUST BEFORE CROSSING CATTLE GUARD AND GO 0.15 MILE (WEST)
 PW0446'TO TOP OF SMALL RIDGE AND STATION.
 PW0446'
 PW0446'A 4-FOOT STAND WILL CLEAR ALL LINES.
 PW0446'
 PW0446'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 PW0446'DISKS SET IN CONCRETE.
 PW0446'
 PW0446'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION, ON SAME
 PW0446'RIDGE AS STATION AND PROJECTS 4 INCHES ABOVE GROUND.
 PW0446'
 PW0446'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF STATION, ON SAME
 PW0446'RIDGE AND PROJECTS 4 INCHES.
 PW0446'
 PW0446'AZIMUTH MARK (MILEPOST 242 1921), IS WEST OF STATION AND 10.0
 PW0446'FEET NORTHWEST OF CENTER OF DITCH IN FIRST DRAW WEST OF
 PW0446'STATION.  IT IS A GALVANIZED PIPE SET IN CONCRETE PROJECTING
 PW0446'12 INCHES ABOVE GROUND.  NOT VISIBLE FROM STATION.
 PW0446'
 PW0446'HEIGHT OF LIGHT ABOVE STATION MARK - 1.13 METERS.
 PW0446
 PW0446                          STATION RECOVERY (1944)
 PW0446
 PW0446'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (WBT)
 PW0446'STATION RECOVERED BY CARTER OIL CO.
 PW0446'
 PW0446'STATION STAMPED MILE POST 242 ECC RECOVERED IN GOOD CONDITION.
 PW0446'THE SMALL WHITE SCHOOLHOUSE HAS BEEN MOVED 1.25 MILES NORTHEAST
 PW0446'AND IS NOW ON THE EAST SIDE OF THE ROAD AND IS 1.50 MILES
 PW0446'SOUTHWEST OF TRI. STA. PASSIAC.  THIS SCHOOLHOUSE IS NOW
 PW0446'USED AS THE PASSIAC STAR ROUTE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0447 ***********************************************************************
 PW0447  DESIGNATION -  BOUNDARY MP 242 MT WY
 PW0447  PID         -  PW0447
 PW0447  STATE/COUNTY-  WY/SHERIDAN
 PW0447  USGS QUAD   -  CABIN CREEK NW (1971)
 PW0447
 PW0447                         *CURRENT SURVEY CONTROL
 PW0447  ___________________________________________________________________
 PW0447* NAD 83(1993)-  44 59 37.09720(N)    106 11 27.11943(W)     ADJUSTED  
 PW0447* NAVD 88     -      1249.     (meters)    4098.     (feet)  VERTCON   
 PW0447  ___________________________________________________________________
 PW0447  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 PW0447  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 PW0447
 PW0447  HORZ ORDER  -  SECOND
 PW0447
 PW0447.The horizontal coordinates were established by classical geodetic methods
 PW0447.and adjusted by the National Geodetic Survey in January 1997..
 PW0447
 PW0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0447
 PW0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0447
 PW0447.The geoid height was determined by GEOID03.
 PW0447
 PW0447;                    North         East     Units Scale Factor Converg.
 PW0447;SPC WYEC     -   599,792.466   490,084.242   MT  1.00003725   +0 48 28.1
 PW0447;SPC MT       -    88,168.775   860,866.952   MT  1.00000382   +2 25 14.3
 PW0447;SPC MT       -   289,267.63  2,824,366.64   iFT  1.00000382   +2 25 14.3
 PW0447;UTM  13      - 4,982,933.439   406,131.105   MT  0.99970835   -0 50 31.3
 PW0447
 PW0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0447!SPC WYEC     -   0.99980658  x   1.00003725  =   0.99984383
 PW0447!SPC MT       -   0.99980658  x   1.00000382  =   0.99981040
 PW0447!UTM  13      -   0.99980658  x   0.99970835  =   0.99951499
 PW0447
 PW0447                          SUPERSEDED SURVEY CONTROL
 PW0447
 PW0447  NAD 83(1993)-  44 59 37.09308(N)    106 11 27.10042(W) AD(       ) 2
 PW0447  NAD 83(1986)-  44 59 37.07051(N)    106 11 27.08930(W) AD(       ) 2
 PW0447  NAD 27      -  44 59 37.11400(N)    106 11 24.98700(W) AD(       ) 2
 PW0447  NGVD 29 (07/19/86) 1248.     (m)         4094.     (f) VERT ANG       
 PW0447
 PW0447.Superseded values are not recommended for survey control.
 PW0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0447.See file dsdata.txt to determine how the superseded data were derived.
 PW0447
 PW0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK0613182933(NAD 83)
 PW0447_MARKER: 71 = BOUNDARY MONUMENT
 PW0447
 PW0447  HISTORY     - Date     Condition        Report By
 PW0447  HISTORY     - 1921     FIRST OBSERVED   USGLO
 PW0447  HISTORY     - 1934     GOOD             CGS
 PW0447
 PW0447                          STATION DESCRIPTION
 PW0447
 PW0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0447'ABOUT 7 MILES NORTH-NORTHEAST OF PASSAIC POST OFFICE, 14
 PW0447'MILES WEST OF THE POWDER RIVER, 0.2 MILE WEST OF THE CADIZ-SAYLE
 PW0447'ROAD.  ON THE WYOMING-MONTANA BOUNDARY, OVER FIRST RIDGE, IN
 PW0447'SMALL DRAW, WEST OF CADIZ-SAYLE ROAD.
 PW0447'
 PW0447'REACHED FROM CADIZ RAILROAD STATION (WHICH IS 8.6 MILES NORTH
 PW0447'OF EAST OF CLEARMONT AND 0.3 MILE NORTH OF CADIZ POST OFFICE,
 PW0447'ON U.S. HIGHWAY 16) BY GOING NORTH FROM RAILROAD CROSSING ON
 PW0447'GRADED ROAD 1.7 MILES TO A T-FORK, JUST AFTER CROSSING LARGE
 PW0447'CORRUGATED CULVERT.  TURN LEFT AND GO NORTH ON MAIN-TRAVELED
 PW0447'GRADED ROAD FOR 5.5 MILES, CROSS WOODEN BRIDGE OVER BUFFALO
 PW0447'CREEK, CONTINUE NORTH ON MAIN ROAD 8.05 MILES TO SIGN POINTING
 PW0447'WEST TO PASSAIC POST OFFICE, GO EAST AND NORTH ON MAIN ROAD
 PW0447'2.75 MILES TO SMALL SQUARE, GREY, SCHOOLHOUSE ON WEST SIDE
 PW0447'OF ROAD, CONTINUE EAST AND NORTH ON MAIN, GRADED ROAD 7.05
 PW0447'MILES TO A CATTLE GUARD IN BOUNDARY FENCE.  LEAVE ROAD AND
 PW0447'TURN LEFT, ALONG FENCE, 0.15 MILE TO TOP OF RIDGE.  FROM
 PW0447'HERE STATION IS 1,017 FEET WEST, IN BOTTOM OF SMALL DRAW,
 PW0447'IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0379 ***********************************************************************
 OU0379  DESIGNATION -  BOUNDARY MP 4 SD WY
 OU0379  PID         -  OU0379
 OU0379  STATE/COUNTY-  WY/NIOBRARA
 OU0379  USGS QUAD   -  OAT CREEK (1978)
 OU0379
 OU0379                         *CURRENT SURVEY CONTROL
 OU0379  ___________________________________________________________________
 OU0379* NAD 83(1993)-  43 03 30.50553(N)    104 03 11.89733(W)     ADJUSTED  
 OU0379* NAVD 88     -      1253.1    (meters)    4111.     (feet)  VERTCON   
 OU0379  ___________________________________________________________________
 OU0379  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 OU0379  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 OU0379
 OU0379  HORZ ORDER  -  SECOND
 OU0379
 OU0379.The horizontal coordinates were established by classical geodetic methods
 OU0379.and adjusted by the National Geodetic Survey in January 1997..
 OU0379
 OU0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0379
 OU0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0379
 OU0379.The geoid height was determined by GEOID03.
 OU0379
 OU0379;                    North         East     Units Scale Factor Converg.
 OU0379;SPC WY E     -   284,751.067   290,693.196   MT  1.00003865   +0 45 36.7
 OU0379;SPC SD S     -    87,341.976   297,072.877   MT  0.99995430   -2 33 58.4
 OU0379;SPC SD S     -   286,554.47    974,646.60   sFT  0.99995430   -2 33 58.4
 OU0379;SPC NE       -   365,856.229   169,915.097   MT  1.00002737   -2 41 10.0
 OU0379;UTM  13      - 4,767,743.089   577,090.596   MT  0.99967311   +0 38 47.0
 OU0379
 OU0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0379!SPC WY E     -   0.99980588  x   1.00003865  =   0.99984452
 OU0379!SPC SD S     -   0.99980588  x   0.99995430  =   0.99976019
 OU0379!SPC NE       -   0.99980588  x   1.00002737  =   0.99983325
 OU0379!UTM  13      -   0.99980588  x   0.99967311  =   0.99947906
 OU0379
 OU0379:                Primary Azimuth Mark                     Grid Az
 OU0379:SPC WY E     -  BLUFF                                    254 48 04.8
 OU0379:SPC SD S     -  BLUFF                                    258 07 39.9
 OU0379:SPC NE       -  BLUFF                                    258 14 51.5
 OU0379:UTM  13      -  BLUFF                                    254 54 54.5
 OU0379
 OU0379|---------------------------------------------------------------------|
 OU0379| PID    Reference Object                     Distance      Geod. Az  |
 OU0379|                                                           dddmmss.s |
 OU0379| OU0382 BLUFF                               APPROX.13.1 KM 2553341.5 |
 OU0379|---------------------------------------------------------------------|
 OU0379
 OU0379                          SUPERSEDED SURVEY CONTROL
 OU0379
 OU0379  NAD 83(1986)-  43 03 30.48477(N)    104 03 11.87943(W) AD(       ) 2
 OU0379  NAD 27      -  43 03 30.59500(N)    104 03 10.11800(W) AD(       ) 2
 OU0379  NGVD 29 (07/19/86) 1252.5    (m)         4109.     (f) VERT ANG       
 OU0379
 OU0379.Superseded values are not recommended for survey control.
 OU0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0379.See file dsdata.txt to determine how the superseded data were derived.
 OU0379
 OU0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH7709167743(NAD 83)
 OU0379_MARKER: V = STONE MONUMENT
 OU0379_SETTING: 0 = UNSPECIFIED SETTING
 OU0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0379
 OU0379  HISTORY     - Date     Condition        Report By
 OU0379  HISTORY     - 1912     MONUMENTED       CGS
 OU0379
 OU0379                          STATION DESCRIPTION
 OU0379
 OU0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OU0379'ABOUT 4-1/2 MILES NORTH AND 2-1/2 MILES WEST OF HERMANN RANCH,
 OU0379'AND 4 MILES NORTH OF POINT COMMON TO NORTHWEST CORNER OF NEBRASKA,
 OU0379'SOUTHWEST CORNER OF SOUTH DAKOTA, AND EAST LINE OF WYOMING.
 OU0379'MONUMENT IS GRANITE POST 10 INCHES SQUARE, PROJECTING 2-1/2
 OU0379'FEET ABOVE GROUND, WITH SIDES INSCRIBED AS FOLLOWS--1904 ON
 OU0379'NORTH, S.D. ON EAST, 4 M ON SOUTH, AND WY. ON WEST.
 OU0379'ELEVATION--1,252 METERS (4,108 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0478 ***********************************************************************
 PV0478  DESIGNATION -  BOUNDARY MP 83 SD WY
 PV0478  PID         -  PV0478
 PV0478  STATE/COUNTY-  WY/CROOK
 PV0478  USGS QUAD   -  BUCKHORN (1984)
 PV0478
 PV0478                         *CURRENT SURVEY CONTROL
 PV0478  ___________________________________________________________________
 PV0478* NAD 83(1993)-  44 11 55.90620(N)    104 03 17.54888(W)     ADJUSTED  
 PV0478* NAVD 88     -      1965.7    (meters)    6449.     (feet)  VERTCON   
 PV0478  ___________________________________________________________________
 PV0478  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 PV0478  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 PV0478
 PV0478  HORZ ORDER  -  SECOND
 PV0478
 PV0478.The horizontal coordinates were established by classical geodetic methods
 PV0478.and adjusted by the National Geodetic Survey in January 1998..
 PV0478
 PV0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0478
 PV0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0478
 PV0478.The geoid height was determined by GEOID03.
 PV0478
 PV0478;                    North         East     Units Scale Factor Converg.
 PV0478;SPC WY E     -   411,445.559   288,868.830   MT  1.00003460   +0 46 30.5
 PV0478;SPC SD N     -    48,735.368   275,981.874   MT  1.00004884   -2 52 11.2
 PV0478;SPC SD N     -   159,892.62    905,450.53   sFT  1.00004884   -2 52 11.2
 PV0478;SPC SD S     -   213,913.750   302,620.101   MT  0.99995818   -2 34 02.3
 PV0478;SPC SD S     -   701,815.36    992,846.11   sFT  0.99995818   -2 34 02.3
 PV0478;UTM  13      - 4,894,394.746   575,521.131   MT  0.99967014   +0 39 32.1
 PV0478
 PV0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0478!SPC WY E     -   0.99969389  x   1.00003460  =   0.99972848
 PV0478!SPC SD N     -   0.99969389  x   1.00004884  =   0.99974272
 PV0478!SPC SD S     -   0.99969389  x   0.99995818  =   0.99965209
 PV0478!UTM  13      -   0.99969389  x   0.99967014  =   0.99936413
 PV0478
 PV0478|---------------------------------------------------------------------|
 PV0478| PID    Reference Object                     Distance      Geod. Az  |
 PV0478|                                                           dddmmss.s |
 PV0478| PV0479 GLO 1 RM 1                          166.588 METERS 00006     |
 PV0478| PV0476 GLO 1 RM 2                           10.285 METERS 08450     |
 PV0478|---------------------------------------------------------------------|
 PV0478
 PV0478                          SUPERSEDED SURVEY CONTROL
 PV0478
 PV0478  NAD 83(1993)-  44 11 55.90410(N)    104 03 17.55295(W) AD(       ) 2
 PV0478  NAD 83(1986)-  44 11 55.90226(N)    104 03 17.54616(W) AD(       ) 2
 PV0478  NAD 27      -  44 11 55.96000(N)    104 03 15.77000(W) AD(       ) 2
 PV0478  NGVD 29 (07/19/86) 1965.0    (m)         6447.     (f) VERT ANG       
 PV0478
 PV0478.Superseded values are not recommended for survey control.
 PV0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0478.See file dsdata.txt to determine how the superseded data were derived.
 PV0478
 PV0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ7552194395(NAD 83)
 PV0478_MARKER: Z = SEE DESCRIPTION
 PV0478_SETTING: 0 = UNSPECIFIED SETTING
 PV0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0478
 PV0478  HISTORY     - Date     Condition        Report By
 PV0478  HISTORY     - 1925     MONUMENTED       USGLO
 PV0478
 PV0478                          STATION DESCRIPTION
 PV0478
 PV0478'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PV0478'STATION IS IDENTICAL WITH MILEPOST 83 AND IS ON WYOMING-SOUTH
 PV0478'DAKOTA BOUNDARY IN T. 49 N., R.60 W., SIXTH PRINCIPAL MERIDIAN,
 PV0478'OR T. 3 N., R. 1 E., BLACK HILLS MERIDIAN.  MARKED BY 3 INCH
 PV0478'IRON POST.  REFERENCE MARK NO. 1 (IDENTICAL WITH GLO STATION
 PV0478'1 ECCENTRIC) IS 166.587 METERS (546.54 FEET) FROM STATION
 PV0478'N 00 DEG 06 MIN E.  REFERENCE MARK NO. 2 IS
 PV0478'10.285 METERS (33.74 FEET) FROM STATION N 84 DEG 50 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0576 ***********************************************************************
 MP0576  DESIGNATION -  BOW
 MP0576  PID         -  MP0576
 MP0576  STATE/COUNTY-  WY/CARBON
 MP0576  USGS QUAD   -  ELMO (1982)
 MP0576
 MP0576                         *CURRENT SURVEY CONTROL
 MP0576  ___________________________________________________________________
 MP0576* NAD 83(1993)-  41 59 16.26166(N)    106 33 13.95357(W)     ADJUSTED  
 MP0576* NAVD 88     -      2121.6    (meters)    6961.     (feet)  VERTCON   
 MP0576  ___________________________________________________________________
 MP0576  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 MP0576  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 MP0576
 MP0576  HORZ ORDER  -  THIRD
 MP0576
 MP0576.The horizontal coordinates were established by classical geodetic methods
 MP0576.and adjusted by the National Geodetic Survey in January 1997..
 MP0576
 MP0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0576
 MP0576.Photographs are available for this station.
 MP0576
 MP0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0576
 MP0576.The geoid height was determined by GEOID03.
 MP0576
 MP0576;                    North         East     Units Scale Factor Converg.
 MP0576;SPC WYEC     -   265,522.219   464,587.093   MT  0.99998881   +0 31 17.2
 MP0576;UTM  13      - 4,649,595.044   371,285.523   MT  0.99980386   -1 02 22.7
 MP0576
 MP0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0576!SPC WYEC     -   0.99966953  x   0.99998881  =   0.99965834
 MP0576!UTM  13      -   0.99966953  x   0.99980386  =   0.99947345
 MP0576
 MP0576:                Primary Azimuth Mark                     Grid Az
 MP0576:SPC WYEC     -  HAY                                      268 56 58.3
 MP0576:UTM  13      -  HAY                                      270 30 38.2
 MP0576
 MP0576|---------------------------------------------------------------------|
 MP0576| PID    Reference Object                     Distance      Geod. Az  |
 MP0576|                                                           dddmmss.s |
 MP0576| MP0578 HAY                                 APPROX. 5.8 KM 2692815.5 |
 MP0576|---------------------------------------------------------------------|
 MP0576
 MP0576                          SUPERSEDED SURVEY CONTROL
 MP0576
 MP0576  NAD 83(1986)-  41 59 16.24792(N)    106 33 13.94438(W) AD(       ) 3
 MP0576  NAD 27      -  41 59 16.38398(N)    106 33 11.84743(W) AD(       ) 3
 MP0576  NGVD 29 (07/19/86) 2120.4    (m)         6957.     (f) VERT ANG       
 MP0576
 MP0576.Superseded values are not recommended for survey control.
 MP0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0576.See file dsdata.txt to determine how the superseded data were derived.
 MP0576
 MP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG7128649595(NAD 83)
 MP0576_MARKER: DD = SURVEY DISK
 MP0576_SETTING: 66 = SET IN ROCK OUTCROP
 MP0576_SP_SET: SET IN ROCK OUTCROP
 MP0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0576+STABILITY: POSITION/ELEVATION WELL
 MP0576
 MP0576  HISTORY     - Date     Condition        Report By
 MP0576  HISTORY     - 1951     MONUMENTED       USGS
 MP0576
 MP0576                          STATION DESCRIPTION
 MP0576
 MP0576'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0576'STATION LOCATED ABOUT 8.3 MI. N. AND 0.4 MI.E. OF HANNA, WYOMING, ON
 MP0576'THE HIGHEST POINT OF THE FIRST RIDGE W. OF HANNA-SEMINOE ROAD.
 MP0576'
 MP0576'TO REACH FROM UNION PACIFIC STORE IN HANNA, WYOMING, PROCEED E. ON
 MP0576'U.S. HIGHWAY 30, 0.1 MI. TO PAVED ROAD ON LEFT, THEN LEFT 9.0 MI. TO
 MP0576'DIM TRACK RD. ON LEFT, TURN LEFT 0.1 MI. TO FORK, THEN LEFT 0.8 MI. TO
 MP0576'END OF TRACK RD.  GO NW. 0.2 MI. TO CREST OF RIDGE, LEFT ALONG RIDGE
 MP0576'LINE 0.4 MI. TO HIGHEST POINT ON RIDGE AND STATION
 MP0576'
 MP0576'STATION MARK - STANDARD TABLET SET IN ROCK, STAMPED ---BOW 1951---.
 MP0576'
 MP0576'REFERENCE MARK NO. 1 - STANDARD REFERENCE TABLET SET IN ROCK STAMPED
 MP0576'---BOW NO.1 1951---, 166.45 FT. FROM STATION, S 14 DEG 35 MIN W.
 MP0576'
 MP0576'REFERENCE MARK NO. 2 - STANDARD REFERENCE TABLET SET IN ROCK STAMPED
 MP0576'---BOW NO.2 1951---, 54.70 FT. FROM STATION, N 68 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0366 ***********************************************************************
 NR0366  DESIGNATION -  BOW
 NR0366  PID         -  NR0366
 NR0366  STATE/COUNTY-  WY/CARBON
 NR0366  USGS QUAD   -  T B RANCH (1961)
 NR0366
 NR0366                         *CURRENT SURVEY CONTROL
 NR0366  ___________________________________________________________________
 NR0366* NAD 83(1993)-  42 06 28.37293(N)    106 13 03.49434(W)     ADJUSTED  
 NR0366* NAVD 88     -      2403.7    (meters)    7886.     (feet)  VERTCON   
 NR0366  ___________________________________________________________________
 NR0366  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 NR0366  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NR0366
 NR0366  HORZ ORDER  -  THIRD
 NR0366
 NR0366.The horizontal coordinates were established by classical geodetic methods
 NR0366.and adjusted by the National Geodetic Survey in January 1997..
 NR0366
 NR0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0366
 NR0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0366
 NR0366.The geoid height was determined by GEOID03.
 NR0366
 NR0366;                    North         East     Units Scale Factor Converg.
 NR0366;SPC WYEC     -   279,162.271   492,274.800   MT  1.00004223   +0 44 53.4
 NR0366;SPC WY E     -   179,094.393   113,078.442   MT  1.00003043   -0 42 17.1
 NR0366;UTM  13      - 4,662,471.625   399,327.904   MT  0.99972470   -0 48 59.5
 NR0366
 NR0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0366!SPC WYEC     -   0.99962514  x   1.00004223  =   0.99966736
 NR0366!SPC WY E     -   0.99962514  x   1.00003043  =   0.99965556
 NR0366!UTM  13      -   0.99962514  x   0.99972470  =   0.99934995
 NR0366
 NR0366:                Primary Azimuth Mark                     Grid Az
 NR0366:SPC WYEC     -  15 HA                                    066 18 32.6
 NR0366:SPC WY E     -  15 HA                                    067 45 43.1
 NR0366:UTM  13      -  15 HA                                    067 52 25.5
 NR0366
 NR0366|---------------------------------------------------------------------|
 NR0366| PID    Reference Object                     Distance      Geod. Az  |
 NR0366|                                                           dddmmss.s |
 NR0366| NR0073 15 HA                                              0670326.0 |
 NR0366| CQ5461 BOW RM 1                              7.498 METERS 07310     |
 NR0366| CQ5462 BOW RM 2                              9.139 METERS 15519     |
 NR0366|---------------------------------------------------------------------|
 NR0366
 NR0366                          SUPERSEDED SURVEY CONTROL
 NR0366
 NR0366  NAD 83(1986)-  42 06 28.36112(N)    106 13 03.48507(W) AD(       ) 3
 NR0366  NAD 27      -  42 06 28.48400(N)    106 13 01.41800(W) AD(       ) 3
 NR0366  NGVD 29 (07/19/86) 2402.6    (m)         7883.     (f) VERT ANG       
 NR0366
 NR0366.Superseded values are not recommended for survey control.
 NR0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0366.See file dsdata.txt to determine how the superseded data were derived.
 NR0366
 NR0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG9932862472(NAD 83)
 NR0366_MARKER: DD = SURVEY DISK
 NR0366_SETTING: 66 = SET IN ROCK OUTCROP
 NR0366
 NR0366  HISTORY     - Date     Condition        Report By
 NR0366  HISTORY     - 1948     MONUMENTED       CGS
 NR0366  HISTORY     - 1961     GOOD             USGS
 NR0366
 NR0366                          STATION DESCRIPTION
 NR0366
 NR0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0366'STATION LOCATED IN T. 25 N., R. 78 W., ON HIGHEST POINT AND
 NR0366'MOST EASTERLY OF A NUMBER OF HILLS, ABOUT 15 MILES AIRLINE
 NR0366'NORTH-NORTHWEST OF MEDICINE BOW, 5 PACES NORTHEAST OF CENTER
 NR0366'OF LARGE CAIRN, PROJECTS 2 INCHES, AND STAMPED, BOW 1948.
 NR0366'
 NR0366'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 NR0366'PROJECTS 14 INCHES, AND STAMPED, BOW NO 1 1948.
 NR0366'
 NR0366'REFERENCE MARK NO. 2 IS APPROXIMATELY 30 INCHES LOWER THAN
 NR0366'STATION, PROJECTS 1 FOOT, AND STAMPED, BOW NO 2 1948.
 NR0366'
 NR0366'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK LOCATED
 NR0366'14 PACES WEST OF AND APPROXIMATELY 1 FOOT HIGHER THAN CENTERLINE
 NR0366'OF ROAD, 1 FOOT NORTH OF A 2 X 4 INCH WITNESS POST, WHICH IS
 NR0366'STENCILED, 6899-6, SET IN TOP OF A 5 INCH SQUARE CONCRETE
 NR0366'POST, PROJECTS 2 INCHES, AND STAMPED, 15 HA 1948.
 NR0366'
 NR0366'REACHED FROM MEDICINE BOW, BY GOING NORTH ON THE ROAD TO CASPER
 NR0366'FOR 2.6 MILES TO FORK.  TAKE LEFT FORK AND GO 11.6 MILES TO
 NR0366'CATTLE GUARD.  CONTINUE ON ROAD FOR 2.2 MILES TO A DIM TRACK
 NR0366'ROAD LEFT.  *TURN LEFT, WEST, ON DIM ROAD AND GO 0.5 MILE TO
 NR0366'TOP OF SMALL, SHALE KNOLL.  A SMALL CAIRN CAN BE SEEN ON
 NR0366'LEFT, TURN LEFT LEAVING TRACK ROAD AND GO 0.1 MILE TO ROCK
 NR0366'CAIRN.  CONTINUE WEST FOR 0.25 MILE TO FENCE.  THIS IS THE
 NR0366'END OF TRUCK TRAVEL, BUT WITH A FOUR WHEEL DRIVE VEHICLE
 NR0366'IT IS POSSIBLE TO DRIVE TO STATION, BY LETTING DOWN THE FENCE
 NR0366'AND PICKING WAY NORTHWEST TOWARD HIGHEST POINT AND STATION
 NR0366'FOR ABOUT 1.6 MILE.  A FOUR WHEEL DRIVE STATION.
 NR0366'
 NR0366'*TO REACH BEARING FROM THIS POINT, CONTINUE ON GRADED ROAD FOR
 NR0366'1.0 MILE TO MARK ON LEFT AS DESCRIBED ABOVE.
 NR0366
 NR0366                          STATION RECOVERY (1961)
 NR0366
 NR0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NR0366'RECOVERED.
 NR0366'
 NR0366'STATION MARK--STANDARD USC AND GS DISK, SET IN A CONCRETE POST,
 NR0366'STAMPED ---BOW 1948---.  NGS NOTES STATION AS STANDARD DISK WEDGED
 NR0366'IN DRILL HOLE IN ROCK OUTCROP, STAMPED ---BOW 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ1666 ***********************************************************************
 AJ1666  FBN         -  This is a Federal Base Network Control Station.
 AJ1666  DESIGNATION -  BOW
 AJ1666  PID         -  AJ1666
 AJ1666  STATE/COUNTY-  WY/CARBON
 AJ1666  USGS QUAD   -  DIVIDE PEAK (1983)
 AJ1666
 AJ1666                         *CURRENT SURVEY CONTROL
 AJ1666  ___________________________________________________________________
 AJ1666* NAD 83(1993)-  41 20 14.31695(N)    107 07 32.37446(W)     ADJUSTED  
 AJ1666* NAVD 88     -      2576.4    (meters)    8453.     (feet)  GPS OBS   
 AJ1666  ___________________________________________________________________
 AJ1666  X           -  -1,412,817.006 (meters)                     COMP
 AJ1666  Y           -  -4,585,125.978 (meters)                     COMP
 AJ1666  Z           -   4,192,316.515 (meters)                     COMP
 AJ1666  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 AJ1666  ELLIP HEIGHT-        2564.54  (meters)          (02/28/01) GPS OBS
 AJ1666  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 AJ1666
 AJ1666  HORZ ORDER  -  A
 AJ1666  ELLP ORDER  -  SECOND    CLASS I
 AJ1666
 AJ1666.The horizontal coordinates were established by GPS observations
 AJ1666.and adjusted by the National Geodetic Survey in February 2001..
 AJ1666
 AJ1666.The orthometric height was determined by GPS observations and a
 AJ1666.high-resolution geoid model.
 AJ1666
 AJ1666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1666
 AJ1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1666
 AJ1666.The ellipsoidal height was determined by GPS observations
 AJ1666.and is referenced to NAD 83.
 AJ1666
 AJ1666.The geoid height was determined by GEOID03.
 AJ1666
 AJ1666;                    North         East     Units Scale Factor Converg.
 AJ1666;SPC WYEC     -   193,000.258   417,382.208   MT  0.99994122   +0 08 13.8
 AJ1666;UTM  13      - 4,578,382.506   322,137.990   MT  0.99998934   -1 24 15.6
 AJ1666
 AJ1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1666!SPC WYEC     -   0.99959790  x   0.99994122  =   0.99953915
 AJ1666!UTM  13      -   0.99959790  x   0.99998934  =   0.99958725
 AJ1666
 AJ1666                          SUPERSEDED SURVEY CONTROL
 AJ1666
 AJ1666.No superseded survey control is available for this station.
 AJ1666
 AJ1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF2213878383(NAD 83)
 AJ1666_MARKER: I = METAL ROD
 AJ1666_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ1666_STAMPING: BOW 1999
 AJ1666_MARK LOGO: NGS   
 AJ1666_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1666+STABILITY: POSITION/ELEVATION WELL
 AJ1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1666+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1666
 AJ1666  HISTORY     - Date     Condition        Report By
 AJ1666  HISTORY     - 1999     MONUMENTED       NGS
 AJ1666
 AJ1666                          STATION DESCRIPTION
 AJ1666
 AJ1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AJ1666'THE STATION IS LOCATED ABOUT 35.51 KM (22.05 MI) SOUTHWEST OF
 AJ1666'SARATOGA, ABOUT 5.79 KM (3.60 MI) SOUTHWEST OF THE JUNCTION OF COUNTY
 AJ1666'ROAD 500 AND PRIMARY US FOREST ROAD 452, AT THE NORTHEAST ENTRANCE OF
 AJ1666'THE MEDICINE BOW NATIONAL FOREST.  TO REACH THE FROM THE SOUTH END OF
 AJ1666'THE STATE HIGHWAY 130 BRIDGE OVER THE NORTH PLATTE RIVER IN THE NORTH
 AJ1666'SIDE OF SARATOGA, GO SOUTH ON HIGHWAY 130 FOR 0.40 KM (0.25 MI) TO THE
 AJ1666'INTERSECTION OF BRIDGE STREET, TURN RIGHT, WEST ON BRIDGE STREET FOR
 AJ1666'1.45 KM (0.90 MI) TO A CROSS ROAD AND COUNTY ROAD 500 STRAIGHT AHEAD,
 AJ1666'CONTINUE STRAIGHT AHEAD, WEST ON COUNTY ROAD 500 FOR 6.84 KM (4.25 MI)
 AJ1666'TO A FORK, BEAR LEFT, SOUTHWEST AND CONTINUE AHEAD ON COUNTY ROAD 500
 AJ1666'FOR 10.54 KM (6.55 MI) TO A CATTLE GUARD AND SIGN RIGHT-- (PUBLIC
 AJ1666'THROUGH PRIVATE PROPERTY 8.6-MI ON LAND OWNED BY KELLEY LAND AND
 AJ1666'CATTLE CO.) , CONTINUE AHEAD, SOUTHWEST ON ROAD 500 FOR 7.88 KM (4.90
 AJ1666'MI) TO THE JUNCTION OF US FOREST ROAD 452 STRAIGHT AHEAD AND ROAD 500
 AJ1666'TURNING RIGHT, CONTINUE STRAIGHT AHEAD, SOUTHWEST ON FOREST ROAD 452
 AJ1666'FOR 5.79 KM (3.60 MI) TO A CATTLE GUARD, SIGN--ENTERING MEDICINE BOW
 AJ1666'NATIONAL FOREST AND THE STATION ON THE RIGHT ON THE SOUTHWEST SIDE OF
 AJ1666'A WOODEN RANGE FENCE.  THE STATION IS A PUNCH MARK ON THE TOP OF A
 AJ1666'STAINLESS STEEL ROD DRIVEN TO REFUSAL IN A GREASE-FILLED SLEEVE,
 AJ1666'ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOG CAP SURROUNDED BY CONCRETE
 AJ1666'ABOUT FLUSH WITH THE GROUND.  LOCATED 26.22 M (86.02 FT) NORTHWEST OF
 AJ1666'THE WEST CORNER OF THE CATTLE GUARD, 22.86 M (75.00 FT) NORTHWEST OF
 AJ1666'THE CENTER OF THE ROAD, 21.76 M (71.39 FT) NORTH-NORTHWEST OF THE
 AJ1666'NORTHWEST WOODEN LEG OF A SIGN--CAMPING LIMIT 21 DAYS, 2.44 M (8.01
 AJ1666'FT) SOUTHWEST OF THE WOODEN FENCE AND 2.23 M (7.32 FT) SOUTHWEST OF A
 AJ1666'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0406 ***********************************************************************
 OU0406  DESIGNATION -  BOWER
 OU0406  PID         -  OU0406
 OU0406  STATE/COUNTY-  WY/CONVERSE
 OU0406  USGS QUAD   -  IRETON DRAW (1970)
 OU0406
 OU0406                         *CURRENT SURVEY CONTROL
 OU0406  ___________________________________________________________________
 OU0406* NAD 83(1993)-  43 09 54.17486(N)    105 10 00.36339(W)     ADJUSTED  
 OU0406* NAVD 88     -      1478.     (meters)    4849.     (feet)  SCALED    
 OU0406  ___________________________________________________________________
 OU0406  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 OU0406  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 OU0406
 OU0406  HORZ ORDER  -  SECOND
 OU0406
 OU0406.The horizontal coordinates were established by classical geodetic methods
 OU0406.and adjusted by the National Geodetic Survey in January 1997..
 OU0406
 OU0406.The orthometric height was scaled from a topographic map.
 OU0406
 OU0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0406
 OU0406.The geoid height was determined by GEOID03.
 OU0406
 OU0406;                    North         East     Units Scale Factor Converg.
 OU0406;SPC WY E     -   295,988.595   199,991.792   MT  0.99993750   -0 00 00.2
 OU0406;UTM  13      - 4,779,156.921   486,443.485   MT  0.99960226   -0 06 50.7
 OU0406
 OU0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0406!SPC WY E     -   0.99977069  x   0.99993750  =   0.99970821
 OU0406!UTM  13      -   0.99977069  x   0.99960226  =   0.99937304
 OU0406
 OU0406                          SUPERSEDED SURVEY CONTROL
 OU0406
 OU0406  NAD 83(1986)-  43 09 54.15331(N)    105 10 00.34598(W) AD(       ) 2
 OU0406  NAD 27      -  43 09 54.26600(N)    105 09 58.43400(W) AD(       ) 2
 OU0406
 OU0406.Superseded values are not recommended for survey control.
 OU0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0406.See file dsdata.txt to determine how the superseded data were derived.
 OU0406
 OU0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8644379157(NAD 83)
 OU0406_MARKER: DD = SURVEY DISK
 OU0406_SETTING: 0 = UNSPECIFIED SETTING
 OU0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0406
 OU0406  HISTORY     - Date     Condition        Report By
 OU0406  HISTORY     - 1955     MONUMENTED       USGS
 OU0406
 OU0406                          STATION DESCRIPTION
 OU0406
 OU0406'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (RAG)
 OU0406'THE STATION IS LOCATED ON A BROAD TOP ABOUT 6-1/2 MILES, AIRLINE,
 OU0406'SOUTHEAST OF THE VILLAGE OF BILL, AND 1-1/4 MILE NORTH OF
 OU0406'TRIANGULATION STATION ESAU.
 OU0406'
 OU0406'THE MARK IS A STANDARD USGS DISK SET IN THE TOP OF A CONCRETE
 OU0406'POST, PROJECTING 0.4 FOOT ABOVE THE GROUND, STAMPED BOWER 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1296 ***********************************************************************
 MO1296  DESIGNATION -  BOX CANYON
 MO1296  PID         -  MO1296
 MO1296  STATE/COUNTY-  WY/ALBANY
 MO1296  USGS QUAD   -  AYRES SPRING (1981)
 MO1296
 MO1296                         *CURRENT SURVEY CONTROL
 MO1296  ___________________________________________________________________
 MO1296* NAD 83(1993)-  41 57 12.24043(N)    105 44 49.11155(W)     ADJUSTED  
 MO1296* NAVD 88     -      2212.1    (meters)    7258.     (feet)  VERTCON   
 MO1296  ___________________________________________________________________
 MO1296  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 MO1296  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 MO1296
 MO1296  HORZ ORDER  -  THIRD
 MO1296
 MO1296.The horizontal coordinates were established by classical geodetic methods
 MO1296.and adjusted by the National Geodetic Survey in January 1997..
 MO1296
 MO1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1296
 MO1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1296
 MO1296.The geoid height was determined by GEOID03.
 MO1296
 MO1296;                    North         East     Units Scale Factor Converg.
 MO1296;SPC WY E     -   161,564.943   151,888.833   MT  0.99996597   -0 23 16.7
 MO1296;UTM  13      - 4,644,872.108   438,091.967   MT  0.99964716   -0 29 57.8
 MO1296
 MO1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1296!SPC WY E     -   0.99965500  x   0.99996597  =   0.99962099
 MO1296!UTM  13      -   0.99965500  x   0.99964716  =   0.99930229
 MO1296
 MO1296:                Primary Azimuth Mark                     Grid Az
 MO1296:SPC WY E     -  SIX MILE                                 008 35 46.7
 MO1296:UTM  13      -  SIX MILE                                 008 42 27.8
 MO1296
 MO1296|---------------------------------------------------------------------|
 MO1296| PID    Reference Object                     Distance      Geod. Az  |
 MO1296|                                                           dddmmss.s |
 MO1296| NQ0628 SIX MILE                            APPROX. 7.2 KM 0081230.0 |
 MO1296|---------------------------------------------------------------------|
 MO1296
 MO1296                          SUPERSEDED SURVEY CONTROL
 MO1296
 MO1296  NAD 83(1986)-  41 57 12.22546(N)    105 44 49.10462(W) AD(       ) 3
 MO1296  NAD 27      -  41 57 12.33874(N)    105 44 47.10258(W) AD(       ) 3
 MO1296  NGVD 29 (07/19/86) 2211.1    (m)         7254.     (f) VERT ANG       
 MO1296
 MO1296.Superseded values are not recommended for survey control.
 MO1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1296.See file dsdata.txt to determine how the superseded data were derived.
 MO1296
 MO1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG3809244872(NAD 83)
 MO1296_MARKER: DD = SURVEY DISK
 MO1296_SETTING: 66 = SET IN ROCK OUTCROP
 MO1296_SP_SET: SET IN ROCK OUTCROP
 MO1296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1296+STABILITY: POSITION/ELEVATION WELL
 MO1296
 MO1296  HISTORY     - Date     Condition        Report By
 MO1296  HISTORY     - 1953     MONUMENTED       USGS
 MO1296
 MO1296                          STATION DESCRIPTION
 MO1296
 MO1296'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1296'STATION LOCATED ABOUT 19 MI. NE. OF ROCK RIVER, IN SEC. 19, T 23 N,
 MO1296'R 74 W, ON THE HIGHEST POINT OF A LIMESTONE TOP.
 MO1296'
 MO1296'TO REACH STATION FROM THE ROCK RIVER SCHOOLHOUSE, GO N. ON U.S.
 MO1296'HIGHWAY 30 FOR 1.3 MI. TO A POINT WHERE THE OLD HIGHWAY FORKS OFF TO
 MO1296'RIGHT, TAKE THE OLD RD. AND GO 1.3 MI. TO CROSSROADS, TURN RIGHT AND
 MO1296'FOLLOW SIGNS MARKED ---GARRETT ROUTE--- 15.1 MI. TO A RD. FORK, TAKE
 MO1296'LEFT FORK AND FOLLOW FETTERMAN ROAD 5.2 MI. TO DIM T-RD. INTERSECTION
 MO1296'AND FENCE CORNER, TURN RIGHT AND GO ALONG FENCE LINE 0.8 MI. TO A
 MO1296'WINDMILL, TURN RIGHT AND FOLLOW A DIM RD. ABOUT 0.15 MI., AT THIS
 MO1296'POINT TURN LEFT OFF RD. AND GO CROSS COUNTRY UP DRAW 1.1 MI. TO
 MO1296'HIGHEST POINT OF RIDGE AND STATION SITE.
 MO1296'
 MO1296'STATION MARK--STANDARD TABLET, SET IN LIMESTONE ROCK, STAMPED
 MO1296'---BOX CANYON 1953---.
 MO1296'
 MO1296'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0411 ***********************************************************************
 OU0411  DESIGNATION -  BOX CREEK
 OU0411  PID         -  OU0411
 OU0411  STATE/COUNTY-  WY/CONVERSE
 OU0411  USGS QUAD   -  BOBBY DRAW (1984)
 OU0411
 OU0411                         *CURRENT SURVEY CONTROL
 OU0411  ___________________________________________________________________
 OU0411* NAD 83(1993)-  43 07 03.35935(N)    105 25 17.56288(W)     ADJUSTED  
 OU0411* NAVD 88     -      1637.76   (+/-2cm)    5373.2    (feet)  VERTCON   
 OU0411  ___________________________________________________________________
 OU0411  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 OU0411  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 OU0411
 OU0411  HORZ ORDER  -  FIRST
 OU0411  VERT ORDER  -  THIRD ? (See Below)
 OU0411
 OU0411.The horizontal coordinates were established by classical geodetic methods
 OU0411.and adjusted by the National Geodetic Survey in January 1997..
 OU0411
 OU0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0411.The vertical order pertains to the NGVD 29 superseded value.
 OU0411
 OU0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0411
 OU0411.The geoid height was determined by GEOID03.
 OU0411
 OU0411;                    North         East     Units Scale Factor Converg.
 OU0411;SPC WY E     -   290,749.116   179,257.926   MT  0.99994279   -0 10 27.2
 OU0411;UTM  13      - 4,773,960.419   465,706.121   MT  0.99961447   -0 17 17.3
 OU0411
 OU0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0411!SPC WY E     -   0.99974558  x   0.99994279  =   0.99968839
 OU0411!UTM  13      -   0.99974558  x   0.99961447  =   0.99936015
 OU0411
 OU0411|---------------------------------------------------------------------|
 OU0411| PID    Reference Object                     Distance      Geod. Az  |
 OU0411|                                                           dddmmss.s |
 OU0411| CP9721 BOX CREEK RM 1                        4.029 METERS 06303     |
 OU0411| CP9720 BOX CREEK AZ MK                                    2540417.9 |
 OU0411| CP8841 BOX CREEK RM 2                        5.754 METERS 32420     |
 OU0411|---------------------------------------------------------------------|
 OU0411
 OU0411                          SUPERSEDED SURVEY CONTROL
 OU0411
 OU0411  NAD 83(1986)-  43 07 03.33872(N)    105 25 17.54622(W) AD(       ) 1
 OU0411  NAD 27      -  43 07 03.46000(N)    105 25 15.60000(W) AD(       ) 1
 OU0411  NGVD 29 (07/19/86) 1636.89   (m)         5370.4    (f) LEVELING    3  
 OU0411
 OU0411.Superseded values are not recommended for survey control.
 OU0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0411.See file dsdata.txt to determine how the superseded data were derived.
 OU0411
 OU0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6570673960(NAD 83)
 OU0411_MARKER: DS = TRIANGULATION STATION DISK
 OU0411_SETTING: 66 = SET IN ROCK OUTCROP
 OU0411
 OU0411  HISTORY     - Date     Condition        Report By
 OU0411  HISTORY     - 1938     MONUMENTED       CGS
 OU0411  HISTORY     - 1955     GOOD             CGS
 OU0411
 OU0411                          STATION DESCRIPTION
 OU0411
 OU0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OU0411'STATION IS LOCATED ON THE HIGHEST POINT OF THE EASTERN END
 OU0411'OF A BARE FLAT-TOPPED RIDGE, ABOUT 25 MILES N AND 2-1/2 MILES
 OU0411'W OF DOUGLAS, AND ON THE N ONE OF TWO SMALL HILLS.
 OU0411'
 OU0411'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 OU0411'OUTCROPPING BEDROCK.  REFERENCE AND
 OU0411'AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED IN A DRILL HOLE
 OU0411'IN BEDROCK.
 OU0411'
 OU0411'STATION IS REACHED AS FOLLOWS--FROM DOUGLAS GO N ON THE DOUGLAS
 OU0411'GILLETTE ASPHALT ROAD 5.7 MILES, TURN LEFT ON DIRT ROAD AND
 OU0411'GO NW 5.8 MILES TO CROSS ROAD, TURN LEFT AND GO 7.7 MILES
 OU0411'FOLLOWING MAIN-TRAVELED ROAD TO FORK, CONTINUE STRAIGHT AHEAD AND
 OU0411'GO 3.6 MILES TO WHERE ROAD TURNS W, CONTINUE 3.0 MILES W AND N
 OU0411'TO BRIDGE, CONTINUE N 0.3 MILE TO A FORK W, AND GO 4.3 MILES TO
 OU0411'TOP OF A HILL AND A FORK IN ROAD, TURN RIGHT E, AND GO 0.4
 OU0411'MILE TO FORK, TAKE LEFT FORK N AND GO 1.4 MILES ON E SIDE OF
 OU0411'FENCE TO FORK, TAKE RIGHT FORK AND GO 0.1 MILE TO A FORK,
 OU0411'TAKE RIGHT FORK AND GO SE 1.4 MILES TO A FORK, TAKE LEFT FORK
 OU0411'N AND GO 0.1 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.7 MILE
 OU0411'TO A GATE, CONTINUE 0.5 MILE TO A FORK, TURN RIGHT AND GO
 OU0411'0.2 MILE TO FOOT OF ROCKY KNOLL, STATION IS ON WALK-ABOUT 50
 OU0411'YARDS TO TOP OF HILL AND STATION.
 OU0411'
 OU0411'AZIMUTH MARK IS 0.8 MILE W OF STATION, ABOUT 20 YARDS S OF
 OU0411'ROAD SET IN A SOUND STONE LEDGE.
 OU0411'
 OU0411'HEIGHT OF LIGHT ABOVE STATION MARK - 0.5 METER.
 OU0411
 OU0411                          STATION RECOVERY (1955)
 OU0411
 OU0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0411'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 OU0411'DIRECTION TO THE AZIMUTH MARK WERE FOUND CORRECT.  THE DISTANCE
 OU0411'TO REFERENCE MARK 1 WAS FOUND CORRECT BUT A DISCREPANCY WAS
 OU0411'FOUND IN THE DIRECTION.  DISCREPANCIES WERE FOUND IN THE DISTANCE
 OU0411'AND DIRECTION TO REFERENCE MARK 2.  THE NEW DESCRIPTION FOLLOWS--
 OU0411'
 OU0411'THE STATION IS LOCATED ABOUT 25 MILES NORTH AND 2-1/2 MILES
 OU0411'WEST OF DOUGLAS, 11 MILES SOUTHWEST OF BILL POST OFFICE.  IT
 OU0411'IS ON THE EAST END OF A GRASS- COVERED, FLAT-TOPPED RIDGE
 OU0411'WHICH LIES BETWEEN BOX CREEK AND DRY CREEK.  THE STATION SITE
 OU0411'IS COVERED WITH LARGE SANDSTONE BOULDERS.
 OU0411'
 OU0411'TO REACH FROM GILLETTE, DRIVE SOUTH ON STATE HIGHWAY 59 FOR
 OU0411'80.0 MILES TO BILL POST OFFICE ON THE RIGHT.  CONTINUE SOUTH
 OU0411'ON HIGHWAY 59 FOR 2.9 MILES TO A BLADED CROSS ROAD.  TURN RIGHT,
 OU0411'CROSS A WOODEN BRIDGE AND CATTLE GUARD, AND DRIVE WEST ON
 OU0411'BLADED ROAD FOR 4.5 MILES TO A DRY RIVER BED CROSSING.  CROSS
 OU0411'RIVER BED AND CONTINUE WEST ON COUNTY ROAD FOR 2.7 MILES
 OU0411'TO A CROSS ROAD.  CONTINUE ON THE COUNTY ROAD NORTHWEST FOR
 OU0411'0.3 MILE TO A Y-FORK.  TAKE LEFT FORK AND CONTINUE FOR 0.85
 OU0411'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE WEST
 OU0411'FOR 0.65 MILE TO A CROSS ROAD.  TURN LEFT AND DRIVE SOUTH
 OU0411'FOR 1.0 MILE TO A WIRE GATE IN AN EAST-WEST FENCE.  PASS
 OU0411'THROUGH THE GATE AND CONTINUE ON A TRACK ROAD SOUTHERLY FOR
 OU0411'2.9 MILES TO A WIRE GATE.  PASS THROUGH THE GATE AND
 OU0411'CONTINUE ON TRACK ROAD SOUTH FOR 1.5 MILES TO A WIRE GATE
 OU0411'IN AN EAST-WEST FENCE.  PASS THROUGH THIS THIRD GATE AND
 OU0411'CONTINUE SOUTH ON TRACK ROAD LEADING ACROSS TOP OF RIDGE FOR
 OU0411'0.3 MILE TO A REVERSE Y-FORK.  TURN BACK SHARP LEFT AND DRIVE
 OU0411'EAST NORTHEAST ON TRACK FOR FOR 0.6 MILE TO THE AZIMUTH
 OU0411'MARK IN ROCK LEDGE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON
 OU0411'TRACK ROAD FOR 0.1 MILE TO GATE IN A NORTH-SOUTH FENCE.  PASS
 OU0411'THROUGH GATE AND CONTINUE EASTERLY ON TRACK ROAD FOR 0.45
 OU0411'MILE TO A Y-FORK.  KEEP RIGHT FORK, TRACK ROAD, AND
 OU0411'CONTINUE EAST ALONG RIDGE FOR 0.2 MILE TO END OF TRUCK
 OU0411'TRAVEL AT EDGE OF LARGE BOULDERS.  PACK SOUTHEAST FOR ABOUT
 OU0411'50 YARDS TO HIGHEST POINT OF HILL AND STATION.
 OU0411'
 OU0411'STATION MARK, STAMPED BOX CREEK 1938, IS A STANDARD
 OU0411'TRIANGULATION-STATION DISK CEMENTED IN A DRILL HOLE
 OU0411'IN OUTCROPPING BEDROCK.  IT IS SITUATED AT THE HIGHEST POINT
 OU0411'ON THE HILL.
 OU0411'
 OU0411'REFERENCE MARK 1, STAMPED BOX CREEK NO 1 1938, IS A STANDARD
 OU0411'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 OU0411'OUTCROPPING BEDROCK.  IT IS ABOUT 18 INCHES LOWER IN ELEVATION
 OU0411'THAN THE STATION MARK.
 OU0411'
 OU0411'REFERENCE MARK 2, STAMPED BOX CREEK NO 2 1938, IS A STANDARD
 OU0411'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 OU0411'OUTCROPPING BEDROCK.  IT IS ABOUT 3 FEET LOWER IN ELEVATION
 OU0411'THAN THE STATION MARK.
 OU0411'
 OU0411'AZIMUTH MARK, STAMPED BOX CREEK 1938, IS A STANDARD AZIMUTH MARK
 OU0411'DISK CEMENTED IN A DRILL HOLE IN A LEDGE OF OUTCROPPING
 OU0411'BEDROCK WHICH MEASURES 28 FEET IN LENGTH BY 5 FEET IN WIDTH.
 OU0411'THE MARK IS SET IN THE SOUTH END OF THE LEDGE OF OUTCROPPING
 OU0411'BEDROCK AND 30 FEET SOUTH OF THE CENTER OF THE TRACK ROAD.
 OU0411'
 OU0411'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0563 ***********************************************************************
 PW0563  DESIGNATION -  BOYD
 PW0563  PID         -  PW0563
 PW0563  STATE/COUNTY-  WY/SHERIDAN
 PW0563  USGS QUAD   -  BOYD RIDGE (1993)
 PW0563
 PW0563                         *CURRENT SURVEY CONTROL
 PW0563  ___________________________________________________________________
 PW0563* NAD 83(1993)-  44 53 38.83917(N)    107 48 55.72872(W)     ADJUSTED  
 PW0563* NAVD 88     -      2884.1    (meters)    9462.     (feet)  VERTCON   
 PW0563  ___________________________________________________________________
 PW0563  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 PW0563  GEOID HEIGHT-          -9.85  (meters)                     GEOID03
 PW0563
 PW0563  HORZ ORDER  -  SECOND
 PW0563
 PW0563.The horizontal coordinates were established by classical geodetic methods
 PW0563.and adjusted by the National Geodetic Survey in January 1997..
 PW0563
 PW0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0563
 PW0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0563
 PW0563.The geoid height was determined by GEOID03.
 PW0563
 PW0563;                    North         East     Units Scale Factor Converg.
 PW0563;SPC WYEC     -   588,211.913   361,916.675   MT  0.99995533   -0 20 25.1
 PW0563;SPC MT       -    73,028.604   733,061.857   MT  1.00006519   +1 13 56.0
 PW0563;SPC MT       -   239,595.16  2,405,058.59   iFT  1.00006519   +1 13 56.0
 PW0563;UTM  13      - 4,975,045.535   277,688.344   MT  1.00020777   -1 59 16.7
 PW0563
 PW0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0563!SPC WYEC     -   0.99954956  x   0.99995533  =   0.99950491
 PW0563!SPC MT       -   0.99954956  x   1.00006519  =   0.99961472
 PW0563!UTM  13      -   0.99954956  x   1.00020777  =   0.99975724
 PW0563
 PW0563|---------------------------------------------------------------------|
 PW0563| PID    Reference Object                     Distance      Geod. Az  |
 PW0563|                                                           dddmmss.s |
 PW0563| CQ5167 BOYD RM 1                            14.546 METERS 06628     |
 PW0563| CQ5166 BOYD AZ MK                                         2833636.1 |
 PW0563| CQ5168 BOYD RM 2                            24.730 METERS 28608     |
 PW0563|---------------------------------------------------------------------|
 PW0563
 PW0563                          SUPERSEDED SURVEY CONTROL
 PW0563
 PW0563  NAD 83(1986)-  44 53 38.82807(N)    107 48 55.71539(W) AD(       ) 2
 PW0563  NAD 27      -  44 53 38.97190(N)    107 48 53.36350(W) AD(       ) 2
 PW0563  NGVD 29 (07/19/86) 2882.9    (m)         9458.     (f) VERT ANG       
 PW0563
 PW0563.Superseded values are not recommended for survey control.
 PW0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0563.See file dsdata.txt to determine how the superseded data were derived.
 PW0563
 PW0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK7768875046(NAD 83)
 PW0563_MARKER: DS = TRIANGULATION STATION DISK
 PW0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0563
 PW0563  HISTORY     - Date     Condition        Report By
 PW0563  HISTORY     - 1957     MONUMENTED       CGS
 PW0563
 PW0563                          STATION DESCRIPTION
 PW0563
 PW0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0563'STATION IS ABOUT 27 MILES WEST OF DAYTON, 2-3/4 MILES EAST OF
 PW0563'THE SHERIDAN-BIG HORN COUNTY LINE, IN BIG HORN NATIONAL FOREST,
 PW0563'ON TIMBERED RIDGE BETWEEN WAGON BOX CANYON TO THE SOUTH AND
 PW0563'MANN CREEK TO THE NORTH.
 PW0563'
 PW0563'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND WYOMING
 PW0563'STATE HIGHWAY 14, ABOUT 28 MILES SOUTHWEST OF DAYTON BY GOING
 PW0563'WESTERLY ON STATE HIGHWAY 14 FOR 19.25 MILES TO A SIDE ROAD
 PW0563'RIGHT AT A SIGN SHEEP MOUNTAIN ROAD, TURN RIGHT ON DIRT ROAD
 PW0563'0.7 MILE TO A FORK, TAKE LEFT FORK AND FOLLOW MAIN ROAD 2.6
 PW0563'MILES TO A SIDE ROAD LEFT AT A SIGN MEDICINE WHEEL RANGER
 PW0563'STATION, CONTINUE STRAIGHT AHEAD AND FOLLOW MAIN TRAVELED
 PW0563'ROAD NORTH-NORTHWESTERLY 5.45 MILES TO A FORK AT A SIGN BOYD
 PW0563'RIDGE, TAKE RIGHT FORK AND FOLLOW MAIN TRACK ROAD EASTERLY
 PW0563'1.4 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.75
 PW0563'MILE, TURN RIGHT, LEAVING ROAD AND GO SOUTHERLY UP GRADE 0.1
 PW0563'MILE TO TOP OF HILL AND STATION.
 PW0563'
 PW0563'STATION MARKS ARE STANDARD DISKS STAMPED BOYD 1957.  THE
 PW0563'SURFACE MARK IS SET IN A 10 INCH SQUARE, CONCRETE POST PROJECTING
 PW0563'5 INCHES.  IT IS 6 FEET NORTHWEST OF A 3 FOOT CAIRN.  A 4 IN
 PW0563'X 4 IN WHITE WITNESS POST WAS SET 6 FEET SOUTHEAST OF THE MARK.
 PW0563'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PW0563'28 INCHES BELOW THE GROUND SURFACE.
 PW0563'
 PW0563'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 PW0563'SQUARE, CONCRETE POST PROJECTING 6 INCHES AND IS STAMPED
 PW0563'BOYD NO 1 1957.
 PW0563'
 PW0563'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 PW0563'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 3 INCHES AND IS
 PW0563'STAMPED BOYD NO 2 1957.
 PW0563'
 PW0563'AZIMUTH MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 PW0563'IN OUTCROPPING BEDROCK PROJECTING ABOUT 1 INCH AND IS STAMPED
 PW0563'BOYD 1957.  IT IS 12 FEET NORTH OF THE CENTER OF THE TRACK
 PW0563'ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET NORTHEAST
 PW0563'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1194 ***********************************************************************
 MO1194  DESIGNATION -  BOYD
 MO1194  PID         -  MO1194
 MO1194  STATE/COUNTY-  WY/ALBANY
 MO1194  USGS QUAD   -  MOONSHINE PEAK (1981)
 MO1194
 MO1194                         *CURRENT SURVEY CONTROL
 MO1194  ___________________________________________________________________
 MO1194* NAD 83(1993)-  41 56 46.57551(N)    105 18 35.90513(W)     ADJUSTED  
 MO1194* NAVD 88     -      2209.1    (meters)    7248.     (feet)  VERTCON   
 MO1194  ___________________________________________________________________
 MO1194  LAPLACE CORR-         -12.35  (seconds)                    DEFLEC99
 MO1194  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 MO1194
 MO1194  HORZ ORDER  -  THIRD
 MO1194
 MO1194.The horizontal coordinates were established by classical geodetic methods
 MO1194.and adjusted by the National Geodetic Survey in January 1997..
 MO1194
 MO1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1194
 MO1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1194
 MO1194.The geoid height was determined by GEOID03.
 MO1194
 MO1194;                    North         East     Units Scale Factor Converg.
 MO1194;SPC WY E     -   160,620.191   188,117.666   MT  0.99993924   -0 05 44.8
 MO1194;UTM  13      - 4,643,857.237   474,307.122   MT  0.99960812   -0 12 25.9
 MO1194
 MO1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1194!SPC WY E     -   0.99965554  x   0.99993924  =   0.99959480
 MO1194!UTM  13      -   0.99965554  x   0.99960812  =   0.99926379
 MO1194
 MO1194:                Primary Azimuth Mark                     Grid Az
 MO1194:SPC WY E     -  NOTCH                                    350 55 13.8
 MO1194:UTM  13      -  NOTCH                                    351 01 54.9
 MO1194
 MO1194|---------------------------------------------------------------------|
 MO1194| PID    Reference Object                     Distance      Geod. Az  |
 MO1194|                                                           dddmmss.s |
 MO1194| NQ0613 NOTCH                               APPROX.10.5 KM 3504929.0 |
 MO1194|---------------------------------------------------------------------|
 MO1194
 MO1194                          SUPERSEDED SURVEY CONTROL
 MO1194
 MO1194  NAD 83(1986)-  41 56 46.55870(N)    105 18 35.89945(W) AD(       ) 3
 MO1194  NAD 27      -  41 56 46.66513(N)    105 18 33.95787(W) AD(       ) 3
 MO1194  NGVD 29 (07/19/86) 2208.3    (m)         7245.     (f) VERT ANG       
 MO1194
 MO1194.Superseded values are not recommended for survey control.
 MO1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1194.See file dsdata.txt to determine how the superseded data were derived.
 MO1194
 MO1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG7430743857(NAD 83)
 MO1194_MARKER: DD = SURVEY DISK
 MO1194_SETTING: 66 = SET IN ROCK OUTCROP
 MO1194_SP_SET: SET IN ROCK OUTCROP
 MO1194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1194+STABILITY: POSITION/ELEVATION WELL
 MO1194
 MO1194  HISTORY     - Date     Condition        Report By
 MO1194  HISTORY     - 1953     MONUMENTED       USGS
 MO1194
 MO1194                          STATION DESCRIPTION
 MO1194
 MO1194'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1194'STATION IS LOCATED ABOUT 38 MI. (AIRLINE) ENE. OF ROCK RIVER, 33 MI.
 MO1194'(AIRLINE) NE. OF BOSLER, IN SEC. 24, T 23 N, R 71 W, ON A VERY
 MO1194'PROMINENT JAGGED ROCK PINNACLE.
 MO1194'
 MO1194'TO REACH STATION FROM POST OFFICE IN LARAMIE, GO N. ON U.S. HIGHWAY
 MO1194'30 FOR 17.7 MI. TO BOSLER JUNCTION, TURN RIGHT AND TAKE STATE HIGHWAY
 MO1194'34 NE. 36.1 MI. TO LARAMIE DELL COMMUNITY ROAD SIGN, TURN LEFT ONTO
 MO1194'THIS RD. AND FOLLOW MAIN TRAVELED RD. 7.2 MI. TO RD. FORK, TAKE RIGHT
 MO1194'FORK AND GO 0.5 MI. TO TRACK RD. TURNOFF ON RIGHT, TURN RIGHT AND GO
 MO1194'1.2 MI. TO FENCE CORNER, TURN RIGHT AND GO THROUGH A GATE, FOLLOW ON
 MO1194'OLD RD. GENERALLY SE. 0.7 MI. TO TOP OF RIDGE, CONTINUE ON RD. DOWN
 MO1194'INTO DRAIN AND FOLLOW THE RD. UP THE DRAIN FOR 1.4 MI. TO A BASIN AND
 MO1194'END OF TRUCK TRAVEL.  PACK UP THE MOUNTAIN TO THE TOP.  A 30 MINUTE
 MO1194'PACK.  STATION IS ABOUT 42 FT. SW. FROM ROCK PINNACLE AND ABOUT 4.89
 MO1194'FT. LOWER THAN THE TOP, ON WHICH SIGNAL IS LOCATED.
 MO1194'
 MO1194'STATION MARK--STANDARD TABLET, SET IN GRANITE ROCK, STAMPED ---BOYD
 MO1194'1953---.
 MO1194'
 MO1194'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0519 ***********************************************************************
 NR0519  DESIGNATION -  BOYLE
 NR0519  PID         -  NR0519
 NR0519  STATE/COUNTY-  WY/NATRONA
 NR0519  USGS QUAD   -  EIGHTMILE DRAW (1959)
 NR0519
 NR0519                         *CURRENT SURVEY CONTROL
 NR0519  ___________________________________________________________________
 NR0519* NAD 83(1993)-  42 49 13.79109(N)    107 04 10.18753(W)     ADJUSTED  
 NR0519* NAVD 88     -      1925.2    (meters)    6316.     (feet)  VERTCON   
 NR0519  ___________________________________________________________________
 NR0519  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 NR0519  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 NR0519
 NR0519  HORZ ORDER  -  THIRD
 NR0519
 NR0519.The horizontal coordinates were established by classical geodetic methods
 NR0519.and adjusted by the National Geodetic Survey in January 1997..
 NR0519
 NR0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0519
 NR0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0519
 NR0519.The geoid height was determined by GEOID03.
 NR0519
 NR0519;                    North         East     Units Scale Factor Converg.
 NR0519;SPC WYEC     -   357,747.681   421,574.685   MT  0.99994322   +0 10 45.6
 NR0519;UTM  13      - 4,742,958.801   330,825.692   MT  0.99995211   -1 24 25.1
 NR0519
 NR0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0519!SPC WYEC     -   0.99970019  x   0.99994322  =   0.99964342
 NR0519!UTM  13      -   0.99970019  x   0.99995211  =   0.99965231
 NR0519
 NR0519:                Primary Azimuth Mark                     Grid Az
 NR0519:SPC WYEC     -  STROH                                    068 32 21.5
 NR0519:UTM  13      -  STROH                                    070 07 32.2
 NR0519
 NR0519|---------------------------------------------------------------------|
 NR0519| PID    Reference Object                     Distance      Geod. Az  |
 NR0519|                                                           dddmmss.s |
 NR0519| NR0544 STROH                               APPROX. 6.5 KM 0684307.1 |
 NR0519|---------------------------------------------------------------------|
 NR0519
 NR0519                          SUPERSEDED SURVEY CONTROL
 NR0519
 NR0519  NAD 83(1986)-  42 49 13.78397(N)    107 04 10.15805(W) AD(       ) 3
 NR0519  NGVD 29 (09/08/93) 1924.2    (m)         6313.     (f) VERT ANG       
 NR0519
 NR0519.Superseded values are not recommended for survey control.
 NR0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0519.See file dsdata.txt to determine how the superseded data were derived.
 NR0519
 NR0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH3082642959(NAD 83)
 NR0519_MARKER: DS = TRIANGULATION STATION DISK
 NR0519_SETTING: 0 = UNSPECIFIED SETTING
 NR0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0519
 NR0519  HISTORY     - Date     Condition        Report By
 NR0519  HISTORY     - 1948     MONUMENTED       USGS
 NR0519
 NR0519                          STATION DESCRIPTION
 NR0519
 NR0519'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0519'RECOVERED IN GOOD CONDITION IN 1957, AS DESCRIBED IN 1948.
 NR0519'
 NR0519'LOCATED 37 MI. W. OF CASPER AND 15 MI. S. AND 5 MI. W. OF POWDER
 NR0519'RIVER, IN SECTION 19, T 33 N, R 85 W, ON TOP OF A LOW BARE RIDGE.
 NR0519'
 NR0519'TO REACH FROM CASPER POST OFFICE, GO W. ON U.S. HIGHWAY NO. 20 FOR
 NR0519'3.5 MI. TO T-JUNCTION WITH POISON SPIDER ROAD, TURN LEFT AND GO SW.
 NR0519'ALONG THE POISON SPIDER ROAD FOR 21.1 MI. TO CROSSROADS AT SEVERAL
 NR0519'MAIN BOXES, 500 FT. W. OF OIL INSTALLATIONS, TURN LEFT ONTO DIRT RD.
 NR0519'AND GO W., FOLLOWING MAIN TRAVELED RD., FOR 15.5 MI. TO RD. FORK
 NR0519'LEADING N. TO MARTIN RANCH, CONTINUE LEFT ALONG MAIN RD. GOING W.
 NR0519'FOR 2.8 MI., STOPPING JUST W. OF A SMALL GULLY, STATION IS 1/4 MI.
 NR0519'N. OF RD., ON TOP OF HIGHEST FLAT TOP HILL.
 NR0519'
 NR0519'STATION MARK--STANDARD TABLET STAMPED---BOYLE 1947---, AND SET IN
 NR0519'TOP OF A CONCRETE MONUMENT 4 IN. ABOVE THE GROUND.
 NR0519'
 NR0519'REFERENCE MARKS--STANDARD TABLET SET IN CONCRETE MONUMENTS 4 IN. ABOVE
 NR0519'GROUND.
 NR0519'
 NR0519'REFERENCE MARK NO. 1--STAMPED---BOYLE NO. 1 1947--- AND 58.40 FT. NW.
 NR0519'OF STATION N 40 DEGREES 40 MINUTES, SE.
 NR0519'
 NR0519'REFERENCE MARK NO. 2--STAMPED---BOYLE NO. 2 1947--- AND 65.44 FT. NE.
 NR0519'OF STATION MARK N 41 DEGREES 54 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1248 ***********************************************************************
 MO1248  DESIGNATION -  BQTDR 1
 MO1248  PID         -  MO1248
 MO1248  STATE/COUNTY-  WY/ALBANY
 MO1248  USGS QUAD   -  PILOT HILL (1992)
 MO1248
 MO1248                         *CURRENT SURVEY CONTROL
 MO1248  ___________________________________________________________________
 MO1248* NAD 83(1993)-  41 22 25.20951(N)    105 25 05.83090(W)     ADJUSTED  
 MO1248* NAVD 88     -      2532.     (meters)    8307.     (feet)  SCALED    
 MO1248  ___________________________________________________________________
 MO1248  LAPLACE CORR-          -9.30  (seconds)                    DEFLEC99
 MO1248  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 MO1248
 MO1248  HORZ ORDER  -  THIRD
 MO1248
 MO1248.The horizontal coordinates were established by classical geodetic methods
 MO1248.and adjusted by the National Geodetic Survey in January 1997..
 MO1248
 MO1248.The orthometric height was scaled from a topographic map.
 MO1248
 MO1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1248
 MO1248.The geoid height was determined by GEOID03.
 MO1248
 MO1248;                    North         East     Units Scale Factor Converg.
 MO1248;SPC WY E     -    97,047.812   178,951.249   MT  0.99994295   -0 09 58.7
 MO1248;UTM  13      - 4,580,323.644   465,020.861   MT  0.99961506   -0 16 35.3
 MO1248
 MO1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1248!SPC WY E     -   0.99960484  x   0.99994295  =   0.99954782
 MO1248!UTM  13      -   0.99960484  x   0.99961506  =   0.99922005
 MO1248
 MO1248:                Primary Azimuth Mark                     Grid Az
 MO1248:SPC WY E     -  SAN FRANCISCO NEW YORK AIRWAY BEACON 37  186 25 54.8
 MO1248:UTM  13      -  SAN FRANCISCO NEW YORK AIRWAY BEACON 37  186 32 31.4
 MO1248
 MO1248|---------------------------------------------------------------------|
 MO1248| PID    Reference Object                     Distance      Geod. Az  |
 MO1248|                                                           dddmmss.s |
 MO1248| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.11.8 KM 1861556.1 |
 MO1248| MO1254 QUARTZITE 2                         APPROX. 6.7 KM 3284252.9 |
 MO1248|---------------------------------------------------------------------|
 MO1248
 MO1248                          SUPERSEDED SURVEY CONTROL
 MO1248
 MO1248  NAD 83(1986)-  41 22 25.19361(N)    105 25 05.82795(W) AD(       ) 3
 MO1248  NAD 27      -  41 22 25.26841(N)    105 25 03.88345(W) AD(       ) 3
 MO1248
 MO1248.Superseded values are not recommended for survey control.
 MO1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1248.See file dsdata.txt to determine how the superseded data were derived.
 MO1248
 MO1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6502180324(NAD 83)
 MO1248_MARKER: DD = SURVEY DISK
 MO1248_SETTING: 66 = SET IN ROCK OUTCROP
 MO1248_SP_SET: SET IN A ROCK LEDGE
 MO1248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1248+STABILITY: POSITION/ELEVATION WELL
 MO1248
 MO1248  HISTORY     - Date     Condition        Report By
 MO1248  HISTORY     - 1947     MONUMENTED       USGS
 MO1248
 MO1248                          STATION DESCRIPTION
 MO1248
 MO1248'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1248'LOCATED IN SEC. 12, T 16 N, R 72 W, ON LEDGE ROCK, FLUSH WITH GROUND.
 MO1248'
 MO1248'TO REACH FROM LARAMIE, GO OUT 9TH STREET AND GRADED RD. 13.5 MI. TO
 MO1248'Y-RD., THENCE RIGHT 2.4 MI. TO DIM Y-RD.  WALK 71.5 FT. NE. TO
 MO1248'STATION.
 MO1248'
 MO1248'STATION MARK--STANDARD TABLET, SET IN LEDGE ROCK.
 MO1248'
 MO1248'REFERENCE MARK NO. 1--DRILL HOLE IN CHISELED ARROW, 29.69 FT. ESE. OF
 MO1248'STATION, N 69 DEG 23 MIN W.
 MO1248'
 MO1248'REFERENCE MARK NO. 2--DRILL HOLE IN CHISELED ARROW, 17.96 FT. S. OF
 MO1248'STATION, N 09 DEG 26 MIN E.
 MO1248'
 MO1248'REFERENCE MARKS NO. 1 AND 2 ARE 31.85 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0808 ***********************************************************************
 OX0808  DESIGNATION -  BRAD ET
 OX0808  PID         -  OX0808
 OX0808  STATE/COUNTY-  WY/LINCOLN
 OX0808  USGS QUAD   -  FERRY PEAK (1996)
 OX0808
 OX0808                         *CURRENT SURVEY CONTROL
 OX0808  ___________________________________________________________________
 OX0808* NAD 83(1993)-  43 09 45.67489(N)    110 57 47.14861(W)     ADJUSTED  
 OX0808* NAVD 88     -      2731.6    (meters)    8962.     (feet)  VERTCON   
 OX0808  ___________________________________________________________________
 OX0808  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 OX0808  GEOID HEIGHT-         -10.44  (meters)                     GEOID03
 OX0808
 OX0808  HORZ ORDER  -  THIRD
 OX0808
 OX0808.The horizontal coordinates were established by classical geodetic methods
 OX0808.and adjusted by the National Geodetic Survey in January 1997..
 OX0808
 OX0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0808
 OX0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0808
 OX0808.The geoid height was determined by GEOID03.
 OX0808
 OX0808;                    North         East     Units Scale Factor Converg.
 OX0808;SPC WY W     -   396,102.053   728,457.073   MT  1.00000044   -0 36 06.7
 OX0808;UTM  12      - 4,778,881.881   502,999.968   MT  0.99960011   +0 01 30.9
 OX0808
 OX0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0808!SPC WY W     -   0.99957344  x   1.00000044  =   0.99957388
 OX0808!UTM  12      -   0.99957344  x   0.99960011  =   0.99917372
 OX0808
 OX0808:                Primary Azimuth Mark                     Grid Az
 OX0808:SPC WY W     -  ELK MOUNTAIN                             088 04 53.3
 OX0808:UTM  12      -  ELK MOUNTAIN                             087 27 15.7
 OX0808
 OX0808|---------------------------------------------------------------------|
 OX0808| PID    Reference Object                     Distance      Geod. Az  |
 OX0808|                                                           dddmmss.s |
 OX0808| OX0803 ELK MOUNTAIN                        APPROX.11.2 KM 0872846.6 |
 OX0808|---------------------------------------------------------------------|
 OX0808
 OX0808                          SUPERSEDED SURVEY CONTROL
 OX0808
 OX0808  NAD 83(1993)-  43 09 45.67218(N)    110 57 47.14512(W) AD(       ) 3
 OX0808  NAD 83(1986)-  43 09 45.66261(N)    110 57 47.13819(W) AD(       ) 3
 OX0808  NAD 27      -  43 09 45.92465(N)    110 57 44.40591(W) AD(       ) 3
 OX0808  NGVD 29 (07/19/86) 2730.4    (m)         8958.     (f) VERT ANG       
 OX0808
 OX0808.Superseded values are not recommended for survey control.
 OX0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0808.See file dsdata.txt to determine how the superseded data were derived.
 OX0808
 OX0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN0300078882(NAD 83)
 OX0808_MARKER: DD = SURVEY DISK
 OX0808_SETTING: 66 = SET IN ROCK OUTCROP
 OX0808_SP_SET: SET IN ROCK OUTCROP
 OX0808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0808+STABILITY: POSITION/ELEVATION WELL
 OX0808
 OX0808  HISTORY     - Date     Condition        Report By
 OX0808  HISTORY     - 1963     MONUMENTED       USGS
 OX0808
 OX0808                          STATION DESCRIPTION
 OX0808
 OX0808'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 OX0808'STATION LOCATED ON THE HIGHEST PART OF A PROMINENT TOP ABOUT 4 MI.
 OX0808'(AIRLINE) ESE. OF ALPINE, ABOUT 1.5 MI. (AIRLINE) S. OF THE SNAKE
 OX0808'RIVER AND ABOUT 2.5 MI. (AIRLINE) WSW. OF BRADLEY MOUNTAIN.
 OX0808'
 OX0808'STATION WAS REACHED BY HELICOPTER.
 OX0808'
 OX0808'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---BRAD-ET 1963---,
 OX0808'SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0456 ***********************************************************************
 PV0456  DESIGNATION -  BRAKES
 PV0456  PID         -  PV0456
 PV0456  STATE/COUNTY-  WY/CROOK
 PV0456  USGS QUAD   -  BEULAH (1984)
 PV0456
 PV0456                         *CURRENT SURVEY CONTROL
 PV0456  ___________________________________________________________________
 PV0456* NAD 83(1993)-  44 37 08.26598(N)    104 03 11.94250(W)     ADJUSTED  
 PV0456* NAVD 88     -      1201.     (meters)    3940.     (feet)  SCALED    
 PV0456  ___________________________________________________________________
 PV0456  LAPLACE CORR-          -6.95  (seconds)                    DEFLEC99
 PV0456  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 PV0456
 PV0456  HORZ ORDER  -  SECOND
 PV0456
 PV0456.The horizontal coordinates were established by classical geodetic methods
 PV0456.and adjusted by the National Geodetic Survey in January 1998..
 PV0456
 PV0456.The orthometric height was scaled from a topographic map.
 PV0456
 PV0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0456
 PV0456.The geoid height was determined by GEOID03.
 PV0456
 PV0456;                    North         East     Units Scale Factor Converg.
 PV0456;SPC WY E     -   458,126.125   288,358.506   MT  1.00003347   +0 46 55.4
 PV0456;SPC SD N     -    95,352.411   278,442.502   MT  0.99996740   -2 52 07.3
 PV0456;SPC SD N     -   312,835.37    913,523.44   sFT  0.99996740   -2 52 07.3
 PV0456;UTM  13      - 4,941,059.249   575,105.996   MT  0.99966937   +0 39 53.9
 PV0456
 PV0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0456!SPC WY E     -   0.99981410  x   1.00003347  =   0.99984756
 PV0456!SPC SD N     -   0.99981410  x   0.99996740  =   0.99978150
 PV0456!UTM  13      -   0.99981410  x   0.99966937  =   0.99948353
 PV0456
 PV0456:                Primary Azimuth Mark                     Grid Az
 PV0456:SPC WY E     -  ROBINSON                                 017 48 06.4
 PV0456:SPC SD N     -  ROBINSON                                 021 27 09.1
 PV0456:UTM  13      -  ROBINSON                                 017 55 07.9
 PV0456
 PV0456|---------------------------------------------------------------------|
 PV0456| PID    Reference Object                     Distance      Geod. Az  |
 PV0456|                                                           dddmmss.s |
 PV0456| PV0454 ROBINSON                            APPROX. 4.2 KM 0183501.8 |
 PV0456| CP8845 BRAKES RM 1                          13.989 METERS 16020     |
 PV0456| CP8846 BRAKES RM 2                          13.033 METERS 22214     |
 PV0456|---------------------------------------------------------------------|
 PV0456
 PV0456                          SUPERSEDED SURVEY CONTROL
 PV0456
 PV0456  NAD 83(1993)-  44 37 08.26052(N)    104 03 11.94555(W) AD(       ) 2
 PV0456  NAD 83(1986)-  44 37 08.25424(N)    104 03 11.93507(W) AD(       ) 2
 PV0456  NAD 27      -  44 37 08.31410(N)    104 03 10.17050(W) AD(       ) 2
 PV0456
 PV0456.Superseded values are not recommended for survey control.
 PV0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0456.See file dsdata.txt to determine how the superseded data were derived.
 PV0456
 PV0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7510641059(NAD 83)
 PV0456_MARKER: DS = TRIANGULATION STATION DISK
 PV0456_SETTING: 0 = UNSPECIFIED SETTING
 PV0456
 PV0456  HISTORY     - Date     Condition        Report By
 PV0456  HISTORY     - 1962     MONUMENTED       CGS
 PV0456
 PV0456                          STATION DESCRIPTION
 PV0456
 PV0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 PV0456'THE STATION IS LOCATED ABOUT 13-1/4 MILES NORTHWEST OF SPEARFISH,
 PV0456'AND 10-3/4 MILES WEST-SOUTHWEST OF BELLE FOURCHE, ON THE SOUTH
 PV0456'END OF A TIMBER-COVERED, NORTH-SOUTH RIDGE WHICH LIES ALONG THE
 PV0456'WYOMING-SOUTH DAKOTA STATE LINE.
 PV0456'
 PV0456'TO REACH THE STATION FROM THE POST OFFICE IN BELLE FOURCHE, GO
 PV0456'WEST 3 BLOCKS TO U.S. HIGHWAY 85.  TURN LEFT AND GO SOUTH ON
 PV0456'U.S. HIGHWAY 85 FOR 1.7 MILES TO THE JUNCTION WITH STATE
 PV0456'HIGHWAY 34.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 34 FOR
 PV0456'10.2 MILES TO A WIRE GATE ON THE LEFT JUST AFTER CROSSING THE
 PV0456'WYOMING-SOUTH DAKOTA STATE LINE.  TURN LEFT, THROUGH THE GATE,
 PV0456'AND GO SOUTH TOWARD A WINDMILL THEN RIGHT, UPHILL ON TRACK
 PV0456'ROAD, FOR 1.2 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 PV0456'ALONG THE EAST SIDE OF THE RIDGE 0.5 MILE TO A
 PV0456'NORTH-SOUTH FENCE LINE AND THE END OF TRUCK TRAVEL.  PACK
 PV0456'SOUTH, GENERALLY ALONG THE WEST SIDE OF THE FENCE, TO THE TOP
 PV0456'OF THE RIDGE.  CROSS THE FENCE AND PACK SOUTH-SOUTHEAST
 PV0456'ALONG THE TOP OF THE RIDGE TO THE STATION AT THE SOUTH END.
 PV0456'THE PACKING TIME IS ABOUT 20 MINUTES.
 PV0456'
 PV0456'THE STATION MARK, A STANDARD DISK STAMPED BRAKES 1962 BRAZED
 PV0456'TO THE TOP OF A 3-INCH CAST IRON SOIL PIPE, PROJECTS 10
 PV0456'INCHES ABOVE THE GROUND.  IT IS 12 FEET NORTHWEST OF A 12-INCH
 PV0456'PINE TREE WITH A TRIANGLE BLAZE ON IT.
 PV0456'
 PV0456'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED BRAKES
 PV0456'NO 1 1962 CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 PV0456'GROUND, IS ABOUT 2.4 FEET NORTH OF THE EDGE OF THE CLIFF, 3.6
 PV0456'FEET SOUTH OF AN 8-INCH PINE TREE, AND ABOUT 8 FEET LOWER THAN
 PV0456'STATION ELEVATION.
 PV0456'
 PV0456'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED BRAKES
 PV0456'NO 2 1962 CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 PV0456'GROUND, IS 4 FEET NORTHWEST OF THE EDGE OF THE CLIFF, 8 FEET
 PV0456'SOUTHEAST OF A 12-INCH PINE TREE, AND ABOUT 10 FEET LOWER THAN
 PV0456'STATION ELEVATION.
 PV0456'
 PV0456'THE DISTANCES TO REFERENCE MARKS ABOVE ARE HORIZONTAL COMPUTED
 PV0456'FROM A SLOPE DISTANCE MEASUREMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0759 ***********************************************************************
 OX0759  DESIGNATION -  BRECCIA
 OX0759  PID         -  OX0759
 OX0759  STATE/COUNTY-  WY/TETON
 OX0759  USGS QUAD   -  TOGWOTEE PASS (1991)
 OX0759
 OX0759                         *CURRENT SURVEY CONTROL
 OX0759  ___________________________________________________________________
 OX0759* NAD 83(1993)-  43 47 17.00855(N)    110 04 29.88790(W)     ADJUSTED  
 OX0759* NAVD 88     -      3361.2    (meters)   11028.     (feet)  VERTCON   
 OX0759  ___________________________________________________________________
 OX0759  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 OX0759  GEOID HEIGHT-          -7.83  (meters)                     GEOID03
 OX0759
 OX0759  HORZ ORDER  -  FIRST
 OX0759
 OX0759.The horizontal coordinates were established by classical geodetic methods
 OX0759.and adjusted by the National Geodetic Survey in January 1997..
 OX0759
 OX0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0759
 OX0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0759
 OX0759.The geoid height was determined by GEOID03.
 OX0759
 OX0759;                    North         East     Units Scale Factor Converg.
 OX0759;SPC WY W     -   465,201.906   800,673.224   MT  0.99993751   +0 00 20.8
 OX0759;SPC WYWC     -   366,055.213   493,357.974   MT  1.00007733   -0 55 01.0
 OX0759;UTM  12      - 4,848,749.113   574,427.184   MT  0.99966813   +0 38 24.5
 OX0759
 OX0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0759!SPC WY W     -   0.99947443  x   0.99993751  =   0.99941198
 OX0759!SPC WYWC     -   0.99947443  x   1.00007733  =   0.99955172
 OX0759!UTM  12      -   0.99947443  x   0.99966813  =   0.99914274
 OX0759
 OX0759:                Primary Azimuth Mark                     Grid Az
 OX0759:SPC WY W     -  BRECCIA AZ MK                            104 47 32.7
 OX0759:SPC WYWC     -  BRECCIA AZ MK                            105 42 54.5
 OX0759:UTM  12      -  BRECCIA AZ MK                            104 09 29.0
 OX0759
 OX0759|---------------------------------------------------------------------|
 OX0759| PID    Reference Object                     Distance      Geod. Az  |
 OX0759|                                                           dddmmss.s |
 OX0759| CQ5463 BRECCIA AZ MK                                      1044753.5 |
 OX0759| CQ5464 BRECCIA RM 1                          1.088 METERS 19745     |
 OX0759| OX0853 MT MORAN                            APPROX.56.7 KM 2753132.5 |
 OX0759| CQ5465 BRECCIA RM 2                          5.520 METERS 31323     |
 OX0759|---------------------------------------------------------------------|
 OX0759
 OX0759                          SUPERSEDED SURVEY CONTROL
 OX0759
 OX0759  NAD 83(1993)-  43 47 16.99887(N)    110 04 29.87715(W) AD(       ) 1
 OX0759  NAD 83(1986)-  43 47 16.99794(N)    110 04 29.87549(W) AD(       ) 1
 OX0759  NAD 27      -  43 47 17.17600(N)    110 04 27.21700(W) AD(       ) 1
 OX0759  NGVD 29 (07/19/86) 3359.7    (m)        11023.     (f) VERT ANG       
 OX0759
 OX0759.Superseded values are not recommended for survey control.
 OX0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0759.See file dsdata.txt to determine how the superseded data were derived.
 OX0759
 OX0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP7442748749(NAD 83)
 OX0759_MARKER: DD = SURVEY DISK
 OX0759_SETTING: 80 = SET IN A BOULDER
 OX0759_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OX0759
 OX0759  HISTORY     - Date     Condition        Report By
 OX0759  HISTORY     - 1946     MONUMENTED       USGS
 OX0759  HISTORY     - 1950     GOOD             CGS
 OX0759  HISTORY     - 1954     GOOD             USGS
 OX0759
 OX0759                          STATION DESCRIPTION
 OX0759
 OX0759'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OX0759'THE STATION IS LOCATED ON THE EXTREME NORTHWEST END AND HIGHEST
 OX0759'POINT OF A VOLCANIC BRECCIA RIDGE ABOUT 1.5 MILE NORTH OF THE
 OX0759'HIGHEST POINT ON U.S. HIGHWAY NO. 287 AS IT CROSSES TWOGWOTEE PASS
 OX0759'AND AT THE HEAD OF BLACKROCK CREEK.  THIS RIDGE IS SEPARATED
 OX0759'FROM THE MAIN RIDGE TO THE NORTHWEST BY A VERTICLE DROP OFF.
 OX0759'THE HIGHEST POINT OF THE MOUNTAIN IS ABOUT 3/4 MILE NORTHWEST.
 OX0759'THE STATION IS ABOUT 23 MILES NORTHWEST OF DUBOIS.
 OX0759'
 OX0759'THE STATION MARK IS A STANDARD DISC SET IN A 12 IN X 16 IN
 OX0759'TRAINGULAR-SHAPED BOULDER WHICH PROJECTS APPROXIMATELY 4 INCHES
 OX0759'ABOVE THE SURFACE OF THE GROUND.  IT IS 3.548 FEET, 1.082
 OX0759'MTRS NORTH BY EAST OF A USGS STATION DISC AND IS STAMPED BRECCIA
 OX0759'1946.
 OX0759'
 OX0759'REFERENCE MARK NO. 1 IS A STANDARD MARK (USGS) CEMENTED IN AN
 OX0759'IRREGULAR SHAPED BOULDER WHICH IS APPROXIMATELY 1 FOOT IN DIAMETER
 OX0759'AND FLUSH WITH THE SURFACE OF THE GROUND.  IT IS STAMPED VA 11007
 OX0759'B AND M.
 OX0759'
 OX0759'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN OUTCROPPING
 OX0759'BEDROCK WHICH PROJECTS 1 INCH, IS 1-1/2 FOOT LOWER THAN THE
 OX0759'STATION MARK, AND IS 3 FEET EAST OF A ROCK CLIFF.  IT IS
 OX0759'STAMPED BRECCIA NO 2 1946.
 OX0759'
 OX0759'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0759'IN A BOULDER WHICH IS APPROXIMATELY 1-1/2 FOOT IN DIAMETER AND
 OX0759'PROJECTS 1 FOOT.  IT IS 0.2 MILE EAST-SOUTHEAST ON THE
 OX0759'SOUTHEASTERN SLOPE OF THE RIDGE AND IS 6 FEET NORTHWEST OF A
 OX0759'ROCK CAIRN.  IT IS STAMPED BRECCIA 1946.
 OX0759'
 OX0759'TO REACH THE STATION FROM THE BRIDGE AND DAM ACROSS THE SNAKE
 OX0759'RIVER IN MORAN GO NORTH ON HIGHWAYS NO. 187 AND NO. 89 FOR 1.4
 OX0759'MILES TO JUNCTION WITH U.S. HIGHWAY NO. 287.  TURN RIGHT ONTO
 OX0759'HIGHWAY NO. 287 AND GO SOUTHEAST FOR 34.4 MILES TO A CREEK,
 OX0759'A CONCRETE CULVERT, AND HIGHWAY STATIONING POST NO. 50 ON THE
 OX0759'LEFT.  THERE IS ALSO A TRIANGULAR BLAZE ON A PINE TREE ON THE
 OX0759'LEFT.  THIS IS THE END OF TRUCK TRAVEL.  FROM HERE GO NORTHERLY
 OX0759'UP RIGHT SIDE OF CREEK FOR 0.15 MILE TO WHERE A TRAIL CROSSES
 OX0759'THE CREEK.  CROSS THE CREEK AND BEAR LEFT ON THE TRAILUP A
 OX0759'STEEP RIDGE.  FOLLOW THIS TRAIL FOR ABOUT 1 MILE TO THE SOUTH
 OX0759'END OF A VALLEY BETWEEN MOUNTAINS.  BEAR LEFT ACROSS THE
 OX0759'VALLEY THENCE UP RIDGE WEST-NORTHWESTERLY TO THE HIGHEST POINT
 OX0759'AND STATION.  A 1-1/2 HOUR PACK.
 OX0759
 OX0759                          STATION RECOVERY (1950)
 OX0759
 OX0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 OX0759'THE STATION WAS RECOVERED AS DESCRIBED BY CURTIS LE FEVER IN 1946
 OX0759'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE ORIGINAL
 OX0759'DESCRIPTION IS ADEQUATE.
 OX0759
 OX0759                          STATION RECOVERY (1954)
 OX0759
 OX0759'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OX0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1044 ***********************************************************************
 MO1044  DESIGNATION -  BREEDEN
 MO1044  PID         -  MO1044
 MO1044  STATE/COUNTY-  WY/LARAMIE
 MO1044  USGS QUAD   -  ARCOLA (1991)
 MO1044
 MO1044                         *CURRENT SURVEY CONTROL
 MO1044  ___________________________________________________________________
 MO1044* NAD 83(1993)-  41 01 47.13258(N)    104 26 51.55190(W)     ADJUSTED  
 MO1044* NAVD 88     -      1721.     (meters)    5646.     (feet)  SCALED    
 MO1044  ___________________________________________________________________
 MO1044  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 MO1044  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 MO1044
 MO1044  HORZ ORDER  -  SECOND
 MO1044
 MO1044.The horizontal coordinates were established by classical geodetic methods
 MO1044.and adjusted by the National Geodetic Survey in January 1997..
 MO1044
 MO1044.The orthometric height was scaled from a topographic map.
 MO1044
 MO1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1044
 MO1044.The geoid height was determined by GEOID03.
 MO1044
 MO1044;                    North         East     Units Scale Factor Converg.
 MO1044;SPC WY E     -    59,074.784   260,463.549   MT  0.99998248   +0 28 19.2
 MO1044;SPC CO N     -   493,692.569 1,002,903.663   MT  1.00004929   +0 40 47.8
 MO1044;SPC CO N     - 1,619,723.04  3,290,359.77   sFT  1.00004929   +0 40 47.8
 MO1044;UTM  13      - 4,542,207.530   546,432.404   MT  0.99962653   +0 21 45.3
 MO1044
 MO1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1044!SPC WY E     -   0.99973290  x   0.99998248  =   0.99971538
 MO1044!SPC CO N     -   0.99973290  x   1.00004929  =   0.99978217
 MO1044!UTM  13      -   0.99973290  x   0.99962653  =   0.99935953
 MO1044
 MO1044|---------------------------------------------------------------------|
 MO1044| PID    Reference Object                     Distance      Geod. Az  |
 MO1044|                                                           dddmmss.s |
 MO1044| CP8857 BREEDEN RM 2                         10.038 METERS 24544     |
 MO1044| CP8855 BREEDEN AZ MK                                      2651827.3 |
 MO1044| CP8856 BREEDEN RM 1                          9.991 METERS 34307     |
 MO1044|---------------------------------------------------------------------|
 MO1044
 MO1044                          SUPERSEDED SURVEY CONTROL
 MO1044
 MO1044  NAD 83(1993)-  41 01 47.12601(N)    104 26 51.54885(W) AD(       ) 2
 MO1044  NAD 83(1986)-  41 01 47.12483(N)    104 26 51.54916(W) AD(       ) 2
 MO1044  NAD 27      -  41 01 47.18670(N)    104 26 49.69700(W) AD(       ) 2
 MO1044
 MO1044.Superseded values are not recommended for survey control.
 MO1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1044.See file dsdata.txt to determine how the superseded data were derived.
 MO1044
 MO1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF4643242208(NAD 83)
 MO1044_MARKER: DS = TRIANGULATION STATION DISK
 MO1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1044_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1044
 MO1044  HISTORY     - Date     Condition        Report By
 MO1044  HISTORY     - 1960     MONUMENTED       CGS
 MO1044
 MO1044                          STATION DESCRIPTION
 MO1044
 MO1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1044'THE STATION IS LOCATED 4 MILES WEST-SOUTHWEST OF CARPENTER
 MO1044'IN THE NORTHWEST CORNER OF SECTION 8, R. 63 W., T. 12 W.,
 MO1044'NEAR THE EAST END OF A LONG GRASSY RIDGE AND 80 YARDS SOUTHWEST
 MO1044'OF A SOUTHWEST FENCE CORNER, ON PROPERTY OWNED BY MR. OTIS
 MO1044'BREEDEN.
 MO1044'
 MO1044'TO REACH THE STATION FROM THE RAILROAD CROSSING, ABOUT 0.2
 MO1044'MILE SOUTH OF CARPENTER GO WEST ON A GRAVELED ROAD FOR 5.4
 MO1044'MILES TO A SIDE ROAD LEFT.  TURN LEFT, SOUTH, CROSSING A
 MO1044'CATTLE-GUARD AND GO 0.8 MILE TO ANOTHER CATTLE-GUARD.  TURN
 MO1044'LEFT, EAST, ALONG THE NORTH SIDE OF A FENCE FOR 0.25 MILE TO
 MO1044'A WIRE GATE ON THE RIGHT.  TURN RIGHT THROUGH THE WIRE GATE
 MO1044'AND GO SOUTH-SOUTHEAST ACROSS AN OPEN PASTURE FOR 0.1 MILE
 MO1044'TO THE TOP OF A SMALL GRASSY KNOLL AND THE AZIMUTH MARK
 MO1044'NEAR A A SMALL CAIRN. FROM THE AZIMUTH MARK GO EASTERLY
 MO1044'ACROSS THE PASTURE FOR 0.7 MILE TO THE STATION AS DESCRIBED
 MO1044'ABOUT 80 YARDS SOUTHWEST OF A SOUTHWEST FENCE CORNER.
 MO1044'
 MO1044'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF AN
 MO1044'8 INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 MO1044'BREEDEN 1960.  IT IS 80 YARDS SOUTHWEST OF A SOUTHWEST FENCE
 MO1044'CORNER.
 MO1044'
 MO1044'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 MO1044'AN 8 INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED
 MO1044'BREEDEN NO 1 1960.
 MO1044'
 MO1044'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF AN
 MO1044'8 INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED
 MO1044'BREEDEN NO 2 1960.
 MO1044'
 MO1044'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 MO1044'IN BEDROCK.  IT IS 3 FEET SOUTHEAST OF A SMALL CAIRN AND IS
 MO1044'STAMPED BREEDEN 1960.
 MO1044'
 MO1044'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 49.37 FEET.
 MO1044'
 MO1044'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0195 ***********************************************************************
 NS0195  DESIGNATION -  BRIDGE
 NS0195  PID         -  NS0195
 NS0195  STATE/COUNTY-  WY/FREMONT
 NS0195  USGS QUAD   -  BARRAS SPRINGS (1953)
 NS0195
 NS0195                         *CURRENT SURVEY CONTROL
 NS0195  ___________________________________________________________________
 NS0195* NAD 83(1993)-  42 24 51.84039(N)    108 15 16.41115(W)     ADJUSTED  
 NS0195* NAVD 88     -      2094.1    (meters)    6870.     (feet)  VERTCON   
 NS0195  ___________________________________________________________________
 NS0195  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 NS0195  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NS0195
 NS0195  HORZ ORDER  -  THIRD
 NS0195
 NS0195.The horizontal coordinates were established by classical geodetic methods
 NS0195.and adjusted by the National Geodetic Survey in January 1997..
 NS0195
 NS0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0195
 NS0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0195
 NS0195.The geoid height was determined by GEOID03.
 NS0195
 NS0195;                    North         East     Units Scale Factor Converg.
 NS0195;SPC WYWC     -   212,724.205   640,777.790   MT  0.99995795   +0 20 03.0
 NS0195;UTM  12      - 4,699,440.174   725,897.674   MT  1.00022790   +1 51 09.2
 NS0195
 NS0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0195!SPC WYWC     -   0.99967371  x   0.99995795  =   0.99963168
 NS0195!UTM  12      -   0.99967371  x   1.00022790  =   0.99990154
 NS0195
 NS0195:                Primary Azimuth Mark                     Grid Az
 NS0195:SPC WYWC     -  ICE                                      074 35 42.1
 NS0195:UTM  12      -  ICE                                      073 04 35.9
 NS0195
 NS0195|---------------------------------------------------------------------|
 NS0195| PID    Reference Object                     Distance      Geod. Az  |
 NS0195|                                                           dddmmss.s |
 NS0195| NS0191 ICE                                 APPROX. 8.2 KM 0745545.1 |
 NS0195|---------------------------------------------------------------------|
 NS0195
 NS0195                          SUPERSEDED SURVEY CONTROL
 NS0195
 NS0195  NAD 83(1986)-  42 24 51.82560(N)    108 15 16.41120(W) AD(       ) 3
 NS0195  NAD 27      -  42 24 51.98029(N)    108 15 14.05678(W) AD(       ) 3
 NS0195  NGVD 29 (07/19/86) 2092.9    (m)         6866.     (f) VERT ANG       
 NS0195
 NS0195.Superseded values are not recommended for survey control.
 NS0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0195.See file dsdata.txt to determine how the superseded data were derived.
 NS0195
 NS0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM2589899440(NAD 83)
 NS0195_MARKER: DD = SURVEY DISK
 NS0195_SETTING: 0 = UNSPECIFIED SETTING
 NS0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0195
 NS0195  HISTORY     - Date     Condition        Report By
 NS0195  HISTORY     - 1951     MONUMENTED       USGS
 NS0195
 NS0195                          STATION DESCRIPTION
 NS0195
 NS0195'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0195'STATION IS LOCATED ABOUT 9 MI. -AIRLINE- SE. OF BRIDGE OVER SWEETWATER
 NS0195'RIVER ON U.S. HIGHWAY 287.
 NS0195'
 NS0195'TO REACH STATION FROM BRIDGE OVER SWEETWATER RIVER ON U.S.HIGHWAY 287,
 NS0195'GO SW.ON HIGHWAY 287 0.25 MI.TO BISON BASIN RD.TURN RIGHT ONTO BISON
 NS0195'BASIN RD. AND GO 7.95 MI. TO T-RD. RIGHT TO BEN ITURRIANS RANCH ON
 NS0195'ALKALI CREEK.  CONTINUE 2.8 MI. ON RD. TO ITURRIANS RANCH AND CROSS
 NS0195'ALKALI CREEK AT BRIDGE ON RANCH.  CONTINUE W. ON RD. OFF BRIDGE 0.4
 NS0195'MI. TO TOP OF HILL.  STATION IS LOCATED ABOUT 100 FT. OFF LEFT SIDE OF
 NS0195'RD. WHERE RD. CUTS ACROSS TOP OF HILL.
 NS0195'
 NS0195'STATION MARK - STANDARD BRONZE TABLET SET IN TOP OF 3 IN. IRON PIPE
 NS0195'STAMPED --- 6855---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0793 ***********************************************************************
 MR0793  DESIGNATION -  BRIDGER BUTTE
 MR0793  PID         -  MR0793
 MR0793  STATE/COUNTY-  WY/UINTA
 MR0793  USGS QUAD   -  FORT BRIDGER (1978)
 MR0793
 MR0793                         *CURRENT SURVEY CONTROL
 MR0793  ___________________________________________________________________
 MR0793* NAD 83(1993)-  41 17 35.16605(N)    110 27 56.28181(W)     ADJUSTED  
 MR0793* NAVD 88     -      2280.1    (meters)    7481.     (feet)  VERTCON   
 MR0793  ___________________________________________________________________
 MR0793  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 MR0793  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MR0793
 MR0793  HORZ ORDER  -  FIRST
 MR0793
 MR0793.The horizontal coordinates were established by classical geodetic methods
 MR0793.and adjusted by the National Geodetic Survey in January 1997..
 MR0793
 MR0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0793
 MR0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0793
 MR0793.The geoid height was determined by GEOID03.
 MR0793
 MR0793;                    North         East     Units Scale Factor Converg.
 MR0793;SPC WY W     -   188,140.449   767,979.957   MT  0.99995011   -0 15 08.2
 MR0793;UTM  12      - 4,571,432.645   544,741.423   MT  0.99962464   +0 21 09.5
 MR0793
 MR0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0793!SPC WY W     -   0.99964471  x   0.99995011  =   0.99959484
 MR0793!UTM  12      -   0.99964471  x   0.99962464  =   0.99926949
 MR0793
 MR0793:                Primary Azimuth Mark                     Grid Az
 MR0793:SPC WY W     -  BRIDGER BUTTE AZ MK                      015 09 10.0
 MR0793:UTM  12      -  BRIDGER BUTTE AZ MK                      014 32 52.3
 MR0793
 MR0793|---------------------------------------------------------------------|
 MR0793| PID    Reference Object                     Distance      Geod. Az  |
 MR0793|                                                           dddmmss.s |
 MR0793| CQ5469 BRIDGER BUTTE AZ MK                                0145401.8 |
 MR0793| MR0791 LYMAN MUNICIPAL TANK                APPROX.14.5 KM 0761147.2 |
 MR0793| CQ5470 BRIDGER BUTTE RM 1                   12.045 METERS 23830     |
 MR0793| MR0810 MOUNTAIN FUEL CO ASPEN MTN MST      APPROX.29.1 KM 2433209.7 |
 MR0793| CQ5471 BRIDGER BUTTE RM 2                   11.085 METERS 33039     |
 MR0793|---------------------------------------------------------------------|
 MR0793
 MR0793                          SUPERSEDED SURVEY CONTROL
 MR0793
 MR0793  NAD 83(1986)-  41 17 35.15370(N)    110 27 56.27137(W) AD(       ) 1
 MR0793  NAD 27      -  41 17 35.33540(N)    110 27 53.68940(W) AD(       ) 1
 MR0793  NGVD 29 (07/19/86) 2278.8    (m)         7476.     (f) VERT ANG       
 MR0793
 MR0793.Superseded values are not recommended for survey control.
 MR0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0793.See file dsdata.txt to determine how the superseded data were derived.
 MR0793
 MR0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4474171433(NAD 83)
 MR0793_MARKER: DS = TRIANGULATION STATION DISK
 MR0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0793
 MR0793  HISTORY     - Date     Condition        Report By
 MR0793  HISTORY     - 1962     MONUMENTED       CGS
 MR0793  HISTORY     - 1974     GOOD             NGS
 MR0793
 MR0793                          STATION DESCRIPTION
 MR0793
 MR0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0793'THE STATION IS LOCATED NEAR THE NORTHEAST END AND ON THE HIGHEST
 MR0793'POINT OF BRIDGER BUTTE.  A FLAT TOPPED MESA LIKE BUTTE THAT
 MR0793'BREAKS OFF SHARP ON ALL SIDES EXCEPT WHERE THE ROAD LEADS UP ON
 MR0793'THE SOUTHWEST SIDE.  IT IS 2-1/2 MILES SOUTH OF U.S. HIGHWAY 30S,
 MR0793'3 MILES WEST SOUTHWEST OF FORT BRIDGER AND 14 MILES EAST OF THE
 MR0793'JUNCTION OF U.S. HIGHWAYS 30S AND 189.
 MR0793'
 MR0793'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30S
 MR0793'AND 189 GO EASTERLY ON U.S. HIGHWAY 30S FOR 11.8 MILES TO THE
 MR0793'BIGELOW EXIT, THIS IS 6.6 MILES WEST ALONG HIGHWAY 30S FROM THE POST
 MR0793'OFFICE IN FORT BRIDGER.  TURN RIGHT AND FOLLOW THE OLD
 MR0793'HIGHWAY SOUTHWEST FOR 1.5 MILES TO A CATTLE GUARD AND A SIDE
 MR0793'ROAD LEFT, TURN LEFT OVER THE CATTLE GUARD AND TAKE THE LEFT
 MR0793'HAND ONE OF THE TWO BLADED ROADS FOR 1.1 MILES TO A CATTLE
 MR0793'GUARD.  CONTINUE AHEAD SOUTHEAST ON A BLADED ROAD FOR 1.0 MILE.
 MR0793'HERE TURN SHARP LEFT, NORTH ON A TRACK ROAD FOR 0.35 MILE TO A
 MR0793'CROSS ROAD, THIS IS ABOUT 0.1 MILE BEFORE REACHING A EARTH
 MR0793'DAM.  TURN RIGHT EAST UP RIDGE AND FOLLOW THE OLD BLADED ROAD
 MR0793'TO THE TOP OF THE BUTTE THEN CONTINUE ACROSS THE TOP ON A TRACK
 MR0793'ROAD TO THE EAST SIDE A TOTAL OF 0.9 MILE.  HERE TURN
 MR0793'LEFT NORTH ALONG THE EDGE OF THE BUTTE FOR 0.55 MILE TO A
 MR0793'WIRE GATE.  PASS THROUGH AND CONTINUE ALONG THE RIM FOR 0.3
 MR0793'MILE TO THE HIGHEST PART AND THE STATION.  TO REACH THE AZIMUTH
 MR0793'MARK CONTINUE NORTH FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 MR0793'RIGHT.
 MR0793'
 MR0793'THE STATION MARK IS A STANDARD DISK, STAMPED BRIDGER BUTTE 1962,
 MR0793'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 MR0793'INCHES.  IT IS 4.5 FEET NORTH OF THE WITNESS POST, 57 FEET WEST
 MR0793'OF WHERE MESA DROPS OFF TO THE EAST AND 88 FEET NORTHEAST OF A
 MR0793'SMALL CEDAR TREE ON THE SOUTH RIM.
 MR0793'
 MR0793'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRIDGER BUTTE NO 1
 MR0793'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0793'6 INCHES.  THE MARK IS THE SAME ELEVATION AS THE STATION MARK.
 MR0793'
 MR0793'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRIDGER BUTTE NO 2 1962,
 MR0793'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 MR0793'INCHES.  THE MARK IS THE SAME ELEVATION AS THE STATION MARK.
 MR0793'
 MR0793'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRIDGER BUTTE 1962,
 MR0793'CEMENTED IN A DRILL HOLE IN A BOULDER WITH AN EXPOSED AREA OF
 MR0793'8 BY 10 INCHES AND PROJECTS 3 INCHES.  THE MARK IS ON A RIDGE THAT
 MR0793'EXTENDS NORTHEAST FROM THE BUTTE AND 15 FEET WEST OF WHERE THE
 MR0793'RIDGE DROPS OFF TO THE EAST.  IT IS 4 FEET EAST OF A WITNESS
 MR0793'POST AND IN THE CENTER OF FOUR ROCK PILES.
 MR0793
 MR0793                          STATION RECOVERY (1974)
 MR0793
 MR0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MR0793'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 MR0793'FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 MR0793'REFERENCE MARKS AND AZIMUTH MARK COMPARED FAVORABLY WITH THE
 MR0793'1962 OBSERVATION.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 MR0793'
 MR0793'THE STATION IS LOCATED NEAR THE NORTHEAST END AND ON THE HIGHEST
 MR0793'POINT OF BRIDGER BUTTE, ABOUT 2.5 MILES SOUTH OF INTERSTATE
 MR0793'HIGHWAY 80, 3.0 MILES WEST-NORTHWEST OF FORT BRIDGER AND ON
 MR0793'PROPERTY OWNED BY MR. REED BLURMEL, FORT BRIDGER, PHONE NUMBER
 MR0793'782-6584.
 MR0793'
 MR0793'TO REACH THE STATION FROM THE BIGELOW EXIT (ABOUT 12 MILES EAST
 MR0793'OF THE JUNCTION OF U.S. HIGHWAY 189 AND INTERSTATE HIGHWAY 80)
 MR0793'GO SOUTHWEST ON GRAVELED ROAD FOR 1.5 MILES TO A SIDE ROAD ON THE
 MR0793'LEFT AND CATTLE GUARD.  TURN LEFT AND KEEP LEFT FORK AND GO
 MR0793'EAST FOR 1.0 MILE TO A CATTLE GUARD.  CONTINUE AHEAD EAST ON
 MR0793'BLADED ROAD FOR 1.0 TO A SIDE ROAD ON THE LEFT.  TURN SHARP LEFT
 MR0793'AND KEEP LEFT FORK AND GO NORTH FOR 0.4 MILE TO A FORK.  KEEP
 MR0793'RIGHT FORK AND GO NORTH AND EAST AND UP HILL AND ACROSS MESA
 MR0793'FOR 0.8 MILE TO A FORK.  KEEP LEFT FORK AND GO EAST-NORTHEAST
 MR0793'FOR 0.6 MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 MR0793'NORTH ON WEST SIDE OF FENCE FOR 0.5 MILE TO A GATE ON THE
 MR0793'RIGHT.  TURN RIGHT AND GO EAST ON THE NORTH EDGE OF THE
 MR0793'RIDGE FOR 0.2 MILE TO THE AZIMUTH MARK.  TURN RIGHT AND GO
 MR0793'SOUTH ALONG THE EAST EDGE OF THE MESA FOR 0.3 MILE TO THE
 MR0793'STATION MARK.
 MR0793'
 MR0793'THE STATION IS A STANDARD DISK STAMPED BRIDGER BUTTE 1962, SET
 MR0793'IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 MR0793'
 MR0793'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRIDGER BUTTE NO 1
 MR0793'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 MR0793'PROJECTS 3 INCHES.
 MR0793'
 MR0793'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRIDGER BUTTE NO 2
 MR0793'1962, SET IN TE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 MR0793'PROJECTS 2 INCHES.
 MR0793'
 MR0793'AZIMUTH MARK IS A STANDARD DISK STAMPED BRIDGER BUTTE 1962,
 MR0793'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES,
 MR0793'13 FEET WEST OF EAST EDGE OF THE MESA, 3 FEET EAST OF A CAIRN.
 MR0793'
 MR0793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WSW OF
 MR0793'FORT BRIDGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0797 ***********************************************************************
 MR0797  DESIGNATION -  BRIDGER BUTTE
 MR0797  PID         -  MR0797
 MR0797  STATE/COUNTY-  WY/UINTA
 MR0797  USGS QUAD   -  FORT BRIDGER (1978)
 MR0797
 MR0797                         *CURRENT SURVEY CONTROL
 MR0797  ___________________________________________________________________
 MR0797* NAD 83(1993)-  41 17 49.39961(N)    110 27 51.31694(W)     ADJUSTED  
 MR0797* NAVD 88     -      2275.     (meters)    7464.     (feet)  SCALED    
 MR0797  ___________________________________________________________________
 MR0797  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 MR0797  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MR0797
 MR0797  HORZ ORDER  -  THIRD
 MR0797
 MR0797.The horizontal coordinates were established by classical geodetic methods
 MR0797.and adjusted by the National Geodetic Survey in January 1997..
 MR0797
 MR0797.The orthometric height was scaled from a topographic map.
 MR0797
 MR0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0797
 MR0797.The geoid height was determined by GEOID03.
 MR0797
 MR0797;                    North         East     Units Scale Factor Converg.
 MR0797;SPC WY W     -   188,579.019   768,097.394   MT  0.99995002   -0 15 05.0
 MR0797;UTM  12      - 4,571,872.287   544,854.187   MT  0.99962476   +0 21 12.9
 MR0797
 MR0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0797!SPC WY W     -   0.99964547  x   0.99995002  =   0.99959550
 MR0797!UTM  12      -   0.99964547  x   0.99962476  =   0.99927036
 MR0797
 MR0797:                Primary Azimuth Mark                     Grid Az
 MR0797:SPC WY W     -  MEDICINE BUTTE                           279 48 11.3
 MR0797:UTM  12      -  MEDICINE BUTTE                           279 11 53.4
 MR0797
 MR0797|---------------------------------------------------------------------|
 MR0797| PID    Reference Object                     Distance      Geod. Az  |
 MR0797|                                                           dddmmss.s |
 MR0797| MR0823 MEDICINE BUTTE                      APPROX.37.7 KM 2793306.3 |
 MR0797|---------------------------------------------------------------------|
 MR0797
 MR0797                          SUPERSEDED SURVEY CONTROL
 MR0797
 MR0797  NAD 83(1986)-  41 17 49.38792(N)    110 27 51.30608(W) AD(       ) 3
 MR0797  NAD 27      -  41 17 49.57390(N)    110 27 48.72112(W) AD(       ) 3
 MR0797
 MR0797.Superseded values are not recommended for survey control.
 MR0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0797.See file dsdata.txt to determine how the superseded data were derived.
 MR0797
 MR0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4485471872(NAD 83)
 MR0797_MARKER: B = BOLT
 MR0797_SETTING: 66 = SET IN ROCK OUTCROP
 MR0797_SP_SET: SET IN ROCK OUTCROP
 MR0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0797+STABILITY: POSITION/ELEVATION WELL
 MR0797
 MR0797  HISTORY     - Date     Condition        Report By
 MR0797  HISTORY     - 1898     MONUMENTED       USGS
 MR0797
 MR0797                          STATION DESCRIPTION
 MR0797
 MR0797'DESCRIBED BY US GEOLOGICAL SURVEY 1898
 MR0797'LOCATED AT THE NE. CORNER OF THE BUTTE LOCALLY KNOWN AS BRIDGER
 MR0797'BUTTE, WHICH IS ABOUT 4 MI. W. OF THE SITE OF THE ABANDONED FORT
 MR0797'BRIDGER.
 MR0797'
 MR0797'STATION MARK--A COPPER BOLT, CEMENTED IN A ROCK SET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0643 ***********************************************************************
 MP0643  DESIGNATION -  BRIDGER LOOKOUT HOUSE
 MP0643  PID         -  MP0643
 MP0643  STATE/COUNTY-  WY/CARBON
 MP0643  USGS QUAD   -  BRIDGER PEAK (1983)
 MP0643
 MP0643                         *CURRENT SURVEY CONTROL
 MP0643  ___________________________________________________________________
 MP0643* NAD 83(1993)-  41 11 11.29014(N)    107 01 54.66940(W)     ADJUSTED  
 MP0643* NAVD 88     -      3355.     (meters)   11007.     (feet)  SCALED    
 MP0643  ___________________________________________________________________
 MP0643  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 MP0643  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 MP0643
 MP0643  HORZ ORDER  -  THIRD
 MP0643
 MP0643.The horizontal coordinates were established by classical geodetic methods
 MP0643.and adjusted by the National Geodetic Survey in January 1997..
 MP0643
 MP0643.The orthometric height was scaled from a topographic map.
 MP0643
 MP0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0643
 MP0643.The geoid height was determined by GEOID03.
 MP0643
 MP0643;                    North         East     Units Scale Factor Converg.
 MP0643;SPC WYEC     -   176,272.095   425,291.950   MT  0.99994537   +0 11 54.7
 MP0643;UTM  13      - 4,561,447.408   329,595.775   MT  0.99995738   -1 20 18.0
 MP0643
 MP0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0643!SPC WYEC     -   0.99947572  x   0.99994537  =   0.99942112
 MP0643!UTM  13      -   0.99947572  x   0.99995738  =   0.99943313
 MP0643
 MP0643                          SUPERSEDED SURVEY CONTROL
 MP0643
 MP0643  NAD 83(1986)-  41 11 11.28363(N)    107 01 54.65969(W) AD(       ) 4
 MP0643  NAD 27      -  41 11 11.41700(N)    107 01 52.47600(W) AD(       ) 3
 MP0643
 MP0643.Superseded values are not recommended for survey control.
 MP0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0643.See file dsdata.txt to determine how the superseded data were derived.
 MP0643
 MP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF2959661447(NAD 83)
 MP0643_MARKER: 73 = LOOKOUT HOUSE
 MP0643
 MP0643  HISTORY     - Date     Condition        Report By
 MP0643  HISTORY     - 1948     FIRST OBSERVED   CGS
 MP0643  HISTORY     - 1948     GOOD             CGS
 MP0643
 MP0643                          STATION DESCRIPTION
 MP0643
 MP0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0643'THIS FOREST SERVICE LOOKOUT HOUSE, A LOW STONE BUILDING
 MP0643'APPROXIMATELY 14-FEET SQUARE AND ABOUT 12 FEET HIGH, IS LOCATED
 MP0643'ON THE HIGHEST POINT OF BRIDGER PEAK.  IT IS ABOUT 13.5 MILES
 MP0643'AIR LINE WEST-SOUTHWEST OF ENCAMPMENT, ABOUT 3 MILES AIR LINE
 MP0643'NORTHWEST OF THE ROAD FROM BAGGS TO ENCAMPMENT.  THE LOOKOUT
 MP0643'HOUSE IS AT PRESENT ABANDONED.
 MP0643'
 MP0643'LEVEL AND TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 MP0643'STATION BRIDGER 1937.  THE TOP AND CENTER OF THE LOOKOUT
 MP0643'HOUSE IS 4.24 M. ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ1667 ***********************************************************************
 AJ1667  DESIGNATION -  BRIDGER RESET
 AJ1667  PID         -  AJ1667
 AJ1667  STATE/COUNTY-  WY/CARBON
 AJ1667  USGS QUAD   -  BRIDGER PEAK (1983)
 AJ1667
 AJ1667                         *CURRENT SURVEY CONTROL
 AJ1667  ___________________________________________________________________
 AJ1667* NAD 83(1993)-  41 11 11.15788(N)    107 01 54.94955(W)     ADJUSTED  
 AJ1667* NAVD 88     -      3355.3    (meters)   11008.     (feet)  GPS OBS   
 AJ1667  ___________________________________________________________________
 AJ1667  X           -  -1,408,724.327 (meters)                     COMP
 AJ1667  Y           -  -4,598,562.244 (meters)                     COMP
 AJ1667  Z           -   4,180,228.901 (meters)                     COMP
 AJ1667  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 AJ1667  ELLIP HEIGHT-        3343.91  (meters)          (02/28/01) GPS OBS
 AJ1667  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 AJ1667
 AJ1667  HORZ ORDER  -  A
 AJ1667  ELLP ORDER  -  SECOND    CLASS I
 AJ1667
 AJ1667.The horizontal coordinates were established by GPS observations
 AJ1667.and adjusted by the National Geodetic Survey in February 2001..
 AJ1667
 AJ1667.The orthometric height was determined by GPS observations and a
 AJ1667.high-resolution geoid model.
 AJ1667
 AJ1667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1667
 AJ1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1667
 AJ1667.The ellipsoidal height was determined by GPS observations
 AJ1667.and is referenced to NAD 83.
 AJ1667
 AJ1667.The geoid height was determined by GEOID03.
 AJ1667
 AJ1667;                    North         East     Units Scale Factor Converg.
 AJ1667;SPC WYEC     -   176,267.992   425,285.436   MT  0.99994537   +0 11 54.5
 AJ1667;UTM  13      - 4,561,443.482   329,589.153   MT  0.99995741   -1 20 18.1
 AJ1667
 AJ1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1667!SPC WYEC     -   0.99947576  x   0.99994537  =   0.99942116
 AJ1667!UTM  13      -   0.99947576  x   0.99995741  =   0.99943319
 AJ1667
 AJ1667                          SUPERSEDED SURVEY CONTROL
 AJ1667
 AJ1667.No superseded survey control is available for this station.
 AJ1667
 AJ1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF2958961443(NAD 83)
 AJ1667_MARKER: DT = TOPOGRAPHIC STATION DISK
 AJ1667_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AJ1667_STAMPING: BRIDGER 2 1999
 AJ1667_MARK LOGO: BLM   
 AJ1667_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1667+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1667
 AJ1667  HISTORY     - Date     Condition        Report By
 AJ1667  HISTORY     - 1999     MONUMENTED       BLM
 AJ1667
 AJ1667                          STATION DESCRIPTION
 AJ1667
 AJ1667'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1999 (CS)
 AJ1667'THE ORIGINAL STATION (M29 = BRIDGER, PID MP0642) WAS FOUND TO BE
 AJ1667'VANDALIZED AND DISTURBED IN 1999.  THE BOULDER WITH THE DISK WAS RESET
 AJ1667'AND A CONCRETE COLLAR WAS SET IN PLACE TO STABILIZE THE MONUMENT.  THE
 AJ1667'DISK WAS RESTAMPED BRIDGER 2 1999.  THE 1993 DESCRIPTION WAS FOUND TO
 AJ1667'BE ADEQUATE AND IS REPEATED AS FOLLOWS.  THE STATION IS LOCATED ABOUT
 AJ1667'22 KM (13.65 MI) WEST-SOUTHWEST OF RIVERSIDE, 19 KM (11.80 MI) NORTH
 AJ1667'OF THE WY-CO STATE LINE, ON THE CONTINENTAL DIVIDE IN THE MEDICINE BOW
 AJ1667'NATIONAL FOREST ON A BARE PEAK COVERED WITH BROKEN QUARTZITE ROCKS
 AJ1667'KNOWN AS BRIDGER PEAK, ON THE WEST SIDE OF A ROCK FOUNDATION OF AN OLD
 AJ1667'LOOKOUT HOUSE (A SMALL METAL BUILDING HOUSING AN AUTOMATED WEATHER
 AJ1667'SERVICE UNIT (AWAS) IS ON THE NORTHEAST SIDE OF THE FOUNDATION) , ON
 AJ1667'THE DIVIDE LINE BETWEEN SECTIONS 14/15, T 14 N, R 86 W.  OWNERSHIP--US
 AJ1667'DEPT OF AGRICULTURE. TO REACH THE STATION FROM THE JUNCTION OF STATE
 AJ1667'HIGHWAYS 70 AND 230 IN RIVERSIDE, GO SOUTH ON HIGHWAY 70 FOR 1.38 KM
 AJ1667'(0.85 MI) TO THE ENCAMPMENT POST OFFICE THEN CONTINUE ON HIGHWAY 70
 AJ1667'FOR 9.95 KM (6.20 MI) TO A CATTLE GUARD AT PAVEMENT END JUST PAST A
 AJ1667'DIRT ROAD LEFT.  CONTINUE WESTERLY ON HIGHWAY 70 FOR 9.69 KM (6.00 MI)
 AJ1667'TO THE CONTINENTAL DIVIDE.  CONTINUE AHEAD (DOWNHILL) FOR 0.71 KM
 AJ1667'(0.45 MI) TO A DIRT ROAD RIGHT ON THE OUTSIDE TANGENT OF A CURVE.
 AJ1667'TURN RIGHT AND GO NORTHEAST ON FOREST SERVICE ROAD 429 FOR 0.11 KM
 AJ1667'(0.05 MI) TO A THREE-WAY FORK IN A CLEARING.  BEAR LEFT ON FOREST
 AJ1667'SERVICE ROAD 429 FOR 20 M (65.6 FT) TO A TRACK ROAD LEFT.  TURN LEFT
 AJ1667'AND GO NORTHWEST ON ROAD 419 (A VERY ROUGH TRACK ROAD) FOR 5.53 KM
 AJ1667'(3.45 MI) TO A TRACK ROAD LEFT AT THE TOP OF A RIDGE.  BEAR LEFT AND
 AJ1667'GO SOUTHWESTERLY ON THE TRACK ROAD FOR 0.25 KM (0.15 MI) TO ITS END AT
 AJ1667'THE STATION.  NOTE THAT THERE IS NO ROOM TO TURN AROUND AT THE ROAD
 AJ1667'END.  THE STATION MARK IS A DISK SET IN A DRILL HOLE IN AN 0.3 M (1.0
 AJ1667'FT) X 0.4 M (1.3 FT) X 5 CM HIGH ROCK ON THE WEST SIDE OF THE HILL.
 AJ1667'IT IS, 5.0 M (16.4 FT) WEST OF THE WEST CORNER OF THE OLD FOUNDATION,
 AJ1667'7.0 M (23.0 FT) SOUTHWEST OF THE NORTH CORNER OF THE FOUNDATION, 1.5 M
 AJ1667'(4.9 FT) EAST OF A SHORT LONE SPRUCE TREE AND 14.1 M (46.3 FT) NORTH
 AJ1667'OF AN OLD UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1220 ***********************************************************************
 PY1220  DESIGNATION -  BRIMSTONE
 PY1220  PID         -  PY1220
 PY1220  STATE/COUNTY-  WY/PARK
 PY1220  USGS QUAD   -  TRAIL LAKE (1989)
 PY1220
 PY1220                         *CURRENT SURVEY CONTROL
 PY1220  ___________________________________________________________________
 PY1220* NAD 83(1993)-  44 21 41.98699(N)    110 11 33.33911(W)     ADJUSTED  
 PY1220* NAVD 88     -      2962.4    (meters)    9719.     (feet)  VERTCON   
 PY1220  ___________________________________________________________________
 PY1220  LAPLACE CORR-           8.38  (seconds)                    DEFLEC99
 PY1220  GEOID HEIGHT-          -7.71  (meters)                     GEOID03
 PY1220
 PY1220  HORZ ORDER  -  THIRD
 PY1220
 PY1220.The horizontal coordinates were established by classical geodetic methods
 PY1220.and adjusted by the National Geodetic Survey in January 1997..
 PY1220
 PY1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1220
 PY1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1220
 PY1220.The geoid height was determined by GEOID03.
 PY1220
 PY1220;                    North         East     Units Scale Factor Converg.
 PY1220;SPC WYWC     -   429,945.560   485,007.067   MT  1.00010007   -1 00 31.5
 PY1220;UTM  12      - 4,912,360.205   564,338.581   MT  0.99965091   +0 33 52.4
 PY1220
 PY1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1220!SPC WYWC     -   0.99953692  x   1.00010007  =   0.99963695
 PY1220!UTM  12      -   0.99953692  x   0.99965091  =   0.99918799
 PY1220
 PY1220:                Primary Azimuth Mark                     Grid Az
 PY1220:SPC WYWC     -  PLOVER                                   282 14 35.9
 PY1220:UTM  12      -  PLOVER                                   280 40 12.0
 PY1220
 PY1220|---------------------------------------------------------------------|
 PY1220| PID    Reference Object                     Distance      Geod. Az  |
 PY1220|                                                           dddmmss.s |
 PY1220| PY1235 PLOVER                              APPROX.12.8 KM 2811404.4 |
 PY1220|---------------------------------------------------------------------|
 PY1220
 PY1220                          SUPERSEDED SURVEY CONTROL
 PY1220
 PY1220  NAD 83(1993)-  44 21 41.98181(N)    110 11 33.33479(W) AD(       ) 3
 PY1220  NAD 83(1986)-  44 21 41.97497(N)    110 11 33.32667(W) AD(       ) 3
 PY1220  NAD 27      -  44 21 42.18180(N)    110 11 30.63024(W) AD(       ) 3
 PY1220  NGVD 29 (07/19/86) 2961.1    (m)         9715.     (f) VERT ANG       
 PY1220
 PY1220.Superseded values are not recommended for survey control.
 PY1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1220.See file dsdata.txt to determine how the superseded data were derived.
 PY1220
 PY1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ6433912360(NAD 83)
 PY1220_MARKER: DD = SURVEY DISK
 PY1220_SETTING: 66 = SET IN ROCK OUTCROP
 PY1220_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PY1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1220+STABILITY: POSITION/ELEVATION WELL
 PY1220
 PY1220  HISTORY     - Date     Condition        Report By
 PY1220  HISTORY     - 1955     MONUMENTED       USGS
 PY1220
 PY1220                          STATION DESCRIPTION
 PY1220
 PY1220'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1220'THE STATION WAS ESTABLISHED IN 1955 BY INTERSECTION ONLY AND IS
 PY1220'DESCRIBED AS FOLLOWS
 PY1220'
 PY1220'STATION IS LOCATED ABOUT 17 MI. (AIRLINE) SE. OF LAKE RANGER STATION,
 PY1220'ABOUT 5 MI. NNE. OF THE TRAIL CREEK BOAT DOCK, AND ABOUT 2 MI. E. OF
 PY1220'YELLOWSTONE LAKE, ON A CLEAR HIGH POINT ON SOUTHERN END OF HIGH RIDGE.
 PY1220'
 PY1220'STATION CAN BEST BE REACHED BY BOAT, ABOUT TWO HOUR TRIP TO THE POINT
 PY1220'OF LAND ON YELLOWSTONE LAKE, ABOUT 2 MI. S. OF MOUTH OF ALLAVIUM
 PY1220'CREEK, WHERE AN E-W. RIDGE COMES DOWN TO THE LAKE FROM THE MAIN
 PY1220'HIGH RIDGE.  LEAVE THE BOAT AND PACK UP THE FAIRLY CLEAR RIDGE
 PY1220'1-1/2 HOUR TO STATION AT HIGH ROCKY TOP.
 PY1220'
 PY1220'HELICOPTER LANDING WAS MADE AT
 PY1220'CLEARING N. OF STATION.  APPROXIMATELY 20 MINUTE PACK TO STATION.
 PY1220'
 PY1220'THE STATION WAS
 PY1220'MONUMENTED WITH A STANDARD TABLET.
 PY1220'
 PY1220'STATION MARK--STANDARD USGS TABLET, SET IN DRILL HOLE IN LARGE ROCK,
 PY1220'STAMPED ---BRIMSTONE 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0159 ***********************************************************************
 NS0159  DESIGNATION -  BRITISH
 NS0159  PID         -  NS0159
 NS0159  STATE/COUNTY-  WY/FREMONT
 NS0159  USGS QUAD   -  SWEETWATER STATION (1953)
 NS0159
 NS0159                         *CURRENT SURVEY CONTROL
 NS0159  ___________________________________________________________________
 NS0159* NAD 83(1993)-  42 33 38.80684(N)    108 11 13.40722(W)     ADJUSTED  
 NS0159* NAVD 88     -      2065.12   (+/-2cm)    6775.3    (feet)  VERTCON   
 NS0159  ___________________________________________________________________
 NS0159  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 NS0159  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NS0159
 NS0159  HORZ ORDER  -  THIRD
 NS0159  VERT ORDER  -  THIRD ? (See Below)
 NS0159
 NS0159.The horizontal coordinates were established by classical geodetic methods
 NS0159.and adjusted by the National Geodetic Survey in January 1997..
 NS0159
 NS0159.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0159.The vertical order pertains to the NGVD 29 superseded value.
 NS0159
 NS0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0159
 NS0159.The geoid height was determined by GEOID03.
 NS0159
 NS0159;                    North         East     Units Scale Factor Converg.
 NS0159;SPC WYWC     -   229,018.118   646,225.646   MT  0.99996378   +0 22 50.8
 NS0159;UTM  12      - 4,715,877.528   730,912.662   MT  1.00025607   +1 54 12.4
 NS0159
 NS0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0159!SPC WYWC     -   0.99967822  x   0.99996378  =   0.99964201
 NS0159!UTM  12      -   0.99967822  x   1.00025607  =   0.99993420
 NS0159
 NS0159:                Primary Azimuth Mark                     Grid Az
 NS0159:SPC WYWC     -  LOST                                     315 58 41.6
 NS0159:UTM  12      -  LOST                                     314 27 20.0
 NS0159
 NS0159|---------------------------------------------------------------------|
 NS0159| PID    Reference Object                     Distance      Geod. Az  |
 NS0159|                                                           dddmmss.s |
 NS0159| NS0160 LOST                                APPROX. 4.8 KM 3162132.4 |
 NS0159|---------------------------------------------------------------------|
 NS0159
 NS0159                          SUPERSEDED SURVEY CONTROL
 NS0159
 NS0159  NAD 83(1986)-  42 33 38.79253(N)    108 11 13.40840(W) AD(       ) 3
 NS0159  NAD 27      -  42 33 38.94138(N)    108 11 11.06169(W) AD(       ) 3
 NS0159  NGVD 29 (07/19/86) 2064.03   (m)         6771.7    (f) LEVELING    3  
 NS0159
 NS0159.Superseded values are not recommended for survey control.
 NS0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0159.See file dsdata.txt to determine how the superseded data were derived.
 NS0159
 NS0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3091315878(NAD 83)
 NS0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0159+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 NS0159
 NS0159  HISTORY     - Date     Condition        Report By
 NS0159  HISTORY     - 1948     MONUMENTED       USGS
 NS0159  HISTORY     - 1949     GOOD             USGS
 NS0159  HISTORY     - 20051012 GOOD             INDIV
 NS0159
 NS0159                          STATION DESCRIPTION
 NS0159
 NS0159'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 NS0159'STATION IS LOCATED IN SE.1/4 OF NE. 1/4 OF SEC. 21, T. 30 N., R. 95 W.
 NS0159'STATION IS BEST REACHED FROM A JUNCTION POINT OF THE SWEETWATER RIVER
 NS0159'AND U.S. HIGHWAY 287 LOCATED ABOUT 43 MI.E.OF LANDER,WYOMING AT A
 NS0159'POINT KNOWN LOCALLY AS SWEETWATER STATION. FROM THE BRIDGE OVER THE
 NS0159'SWEETWATER RIVER AND ON U.S.HIGHWAY 287 PROCEED W. 0.5 MI.TO RIVERTON
 NS0159'CUT-OFF RD. N. PROCEED N. ON DIRT RD. 1.3 MI. TO TOP OF HILL.  STATION
 NS0159'LIES ABOUT 60 FT, W. OF RD. AND 211 FT. N. OF A 1/4 COR. BRASS CAP
 NS0159'S21/22 G.L.O.
 NS0159'
 NS0159'STATION MARK - A STANDARD USGS BRONZE TABLET SET IN A POURED IN PLACE
 NS0159'CONCRETE MONUMENT, STAMPED ---BRITISH 1948---.
 NS0159'
 NS0159'REFERENCE MARK NO.1 - A STANDARD USGS BRONZE TABLET RM. TABLET SET IN
 NS0159'A CONCRETE MONUMENT, POURED IN PLACE, 37.56 FT. FROM STATION,
 NS0159'S 39 DEG 46 MIN E.
 NS0159'
 NS0159'REFERENCE MARK NO. 2 - A STANDARD USGS BRONZE R.M. TABLET SET IN A
 NS0159'CONCRETE MONUMENT, POURED IN PLACE, 42.05 FT. FROM STATION,
 NS0159'S 54 DEG 38 MIN W.
 NS0159
 NS0159                          STATION RECOVERY (2005)
 NS0159
 NS0159'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CJS)
 NS0159'HOW DO I SUBMIT MY OPUS  THIS TEXT BOX WILL NOT ACCEPT IT.
 NS0159' 
 NS0159'PUBLISHED POSITION IS OFF BY 6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0527 ***********************************************************************
 PW0527  DESIGNATION -  BROKEN BACK
 PW0527  PID         -  PW0527
 PW0527  STATE/COUNTY-  WY/BIG HORN
 PW0527  USGS QUAD   -  BROKENBACK NARROWS (1993)
 PW0527
 PW0527                         *CURRENT SURVEY CONTROL
 PW0527  ___________________________________________________________________
 PW0527* NAD 83(1993)-  44 12 03.05649(N)    107 15 46.07841(W)     ADJUSTED  
 PW0527* NAVD 88     -      2846.1    (meters)    9338.     (feet)  VERTCON   
 PW0527  ___________________________________________________________________
 PW0527  LAPLACE CORR-          10.34  (seconds)                    DEFLEC99
 PW0527  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 PW0527
 PW0527  HORZ ORDER  -  THIRD
 PW0527
 PW0527.The horizontal coordinates were established by classical geodetic methods
 PW0527.and adjusted by the National Geodetic Survey in January 1997..
 PW0527
 PW0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0527
 PW0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0527
 PW0527.The geoid height was determined by GEOID03.
 PW0527
 PW0527;                    North         East     Units Scale Factor Converg.
 PW0527;SPC WYEC     -   511,067.524   405,637.774   MT  0.99993789   +0 02 57.0
 PW0527;UTM  13      - 4,896,670.892   319,193.796   MT  1.00000206   -1 34 40.8
 PW0527
 PW0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0527!SPC WYEC     -   0.99955529  x   0.99993789  =   0.99949320
 PW0527!UTM  13      -   0.99955529  x   1.00000206  =   0.99955734
 PW0527
 PW0527:                Primary Azimuth Mark                     Grid Az
 PW0527:SPC WYEC     -  DEBBIE TEMP PT                           298 30 30.0
 PW0527:UTM  13      -  DEBBIE TEMP PT                           300 08 07.8
 PW0527
 PW0527|---------------------------------------------------------------------|
 PW0527| PID    Reference Object                     Distance      Geod. Az  |
 PW0527|                                                           dddmmss.s |
 PW0527| PW0529 DEBBIE TEMP PT                      APPROX.11.2 KM 2983327.0 |
 PW0527|---------------------------------------------------------------------|
 PW0527
 PW0527                          SUPERSEDED SURVEY CONTROL
 PW0527
 PW0527  NAD 83(1986)-  44 12 03.03937(N)    107 15 46.06687(W) AD(       ) 3
 PW0527  NAD 27      -  44 12 03.17096(N)    107 15 43.82006(W) AD(       ) 3
 PW0527  NGVD 29 (07/19/86) 2845.1    (m)         9334.     (f) VERT ANG       
 PW0527
 PW0527.Superseded values are not recommended for survey control.
 PW0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0527.See file dsdata.txt to determine how the superseded data were derived.
 PW0527
 PW0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ1919496671(NAD 83)
 PW0527
 PW0527  HISTORY     - Date     Condition        Report By
 PW0527  HISTORY     - 1967     MONUMENTED       USGS
 PW0527  HISTORY     - 1967     GOOD             USGS
 PW0527
 PW0527                          STATION DESCRIPTION
 PW0527
 PW0527'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 PW0527'STATION IS ON HIGHEST POINT OF A LIMESTONE HILL, WITH A FEW SCRUB
 PW0527'CEDARS SCATTERED AROUND THE TOP, ABOUT 15 MI. NE. OF TEN SLEEP,
 PW0527'ABOUT 3 MI. NW. OF MEADOWLARK LAKE.
 PW0527'
 PW0527'TO REACH FROM TEN SLEEP, GO ABOUT 17 MI. NE. ON U.S. HIGHWAY 16 TO
 PW0527'A GRAVEL RD. LEFT, 0.1 MI. N. OF THE DEER HAVEN LODGE, TURN LEFT
 PW0527'(W.) AND GO 1.2 MI. TO RD. FORK, TURN LEFT AND GO 1.8 MI. W. TO
 PW0527'TRACK RD. RIGHT IN SADDLE AT TOP OF RIDGE, TURN RIGHT AND GO 1.8
 PW0527'MI. TO SECOND CREST OF RD., TURN RIGHT AND GO ACROSS COUNTRY 0.5
 PW0527'MI. BACK TO THE SE. TO STATION SITE AT TOP OF HILL.
 PW0527'
 PW0527'STATION MARK--A 1 IN. COPPER PLUG, IN LIMESTONE BEDROCK, FLUSH WITH
 PW0527'THE GROUND, UNDER A SMALL CAIRN, STAMPED ---9336---.
 PW0527'
 PW0527'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0428 ***********************************************************************
 OV0428  DESIGNATION -  BROKEN HORN
 OV0428  PID         -  OV0428
 OV0428  STATE/COUNTY-  WY/NATRONA
 OV0428  USGS QUAD   -  BIG SULFUR DRAW (1976)
 OV0428
 OV0428                         *CURRENT SURVEY CONTROL
 OV0428  ___________________________________________________________________
 OV0428* NAD 83(1993)-  43 19 51.03123(N)    106 49 16.47278(W)     ADJUSTED  
 OV0428* NAVD 88     -      1434.     (meters)    4705.     (feet)  SCALED    
 OV0428  ___________________________________________________________________
 OV0428  LAPLACE CORR-          -6.97  (seconds)                    DEFLEC99
 OV0428  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 OV0428
 OV0428  HORZ ORDER  -  THIRD
 OV0428
 OV0428.The horizontal coordinates were established by classical geodetic methods
 OV0428.and adjusted by the National Geodetic Survey in January 1997..
 OV0428
 OV0428.The orthometric height was scaled from a topographic map.
 OV0428
 OV0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0428
 OV0428.The geoid height was determined by GEOID03.
 OV0428
 OV0428;                    North         East     Units Scale Factor Converg.
 OV0428;SPC WYEC     -   414,534.045   441,529.092   MT  0.99995871   +0 21 05.1
 OV0428;UTM  13      - 4,799,165.870   352,350.979   MT  0.99986817   -1 14 59.9
 OV0428
 OV0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0428!SPC WYEC     -   0.99977716  x   0.99995871  =   0.99973588
 OV0428!UTM  13      -   0.99977716  x   0.99986817  =   0.99964536
 OV0428
 OV0428:                Primary Azimuth Mark                     Grid Az
 OV0428:SPC WYEC     -  GOODWATER                                335 25 02.8
 OV0428:UTM  13      -  GOODWATER                                337 01 07.8
 OV0428
 OV0428|---------------------------------------------------------------------|
 OV0428| PID    Reference Object                     Distance      Geod. Az  |
 OV0428|                                                           dddmmss.s |
 OV0428| OV0432 GOODWATER                           APPROX.13.5 KM 3354607.9 |
 OV0428|---------------------------------------------------------------------|
 OV0428
 OV0428                          SUPERSEDED SURVEY CONTROL
 OV0428
 OV0428  NAD 83(1986)-  43 19 51.01370(N)    106 49 16.45282(W) AD(       ) 3
 OV0428
 OV0428.Superseded values are not recommended for survey control.
 OV0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0428.See file dsdata.txt to determine how the superseded data were derived.
 OV0428
 OV0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH5235199166(NAD 83)
 OV0428_MARKER: V = STONE MONUMENT
 OV0428_SETTING: 0 = UNSPECIFIED SETTING
 OV0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0428
 OV0428  HISTORY     - Date     Condition        Report By
 OV0428  HISTORY     - 1903     MONUMENTED       USGS
 OV0428  HISTORY     - 1968     MARK NOT FOUND   USGS
 OV0428
 OV0428                          STATION DESCRIPTION
 OV0428
 OV0428'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0428'SITUATED ABOUT 7 MI. W. OF CROSSING OF BUFFALO AND CASPER ROAD OVER
 OV0428'S. FORK OF POWDER RIVER, ON A HIGH POINT OF A RIDGE BEARING N. AND
 OV0428'S., WITH OTHER POINTS N. AND S. OF IT HAVING ABOUT THE SAME ALTITUDE.
 OV0428'THIS RIDGE IS MANY MILES IN LENGTH AND IS LOCALLY KNOWN AS THE BROKEN
 OV0428'HORN.
 OV0428'
 OV0428'REPORTED ---NOT FOUND---.
 OV0428'
 OV0428'STATION MARK--A RECTANGULAR STONE 18 BY 12 BY 12 IN., SET FLUSH
 OV0428'WITH THE GROUND AND COVERED WITH CEMENT ON WHICH WAS INSCRIBED
 OV0428'---U.S.G.S.---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0335 ***********************************************************************
 NR0335  DESIGNATION -  BROOKHURST
 NR0335  PID         -  NR0335
 NR0335  STATE/COUNTY-  WY/NATRONA
 NR0335  USGS QUAD   -  BROOKHURST (1984)
 NR0335
 NR0335                         *CURRENT SURVEY CONTROL
 NR0335  ___________________________________________________________________
 NR0335* NAD 83(1993)-  42 51 25.65969(N)    106 14 13.36387(W)     ADJUSTED  
 NR0335* NAVD 88     -      1559.69   (+/-2cm)    5117.1    (feet)  VERTCON   
 NR0335  ___________________________________________________________________
 NR0335  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 NR0335  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 NR0335
 NR0335  HORZ ORDER  -  SECOND
 NR0335  VERT ORDER  -  THIRD ? (See Below)
 NR0335
 NR0335.The horizontal coordinates were established by classical geodetic methods
 NR0335.and adjusted by the National Geodetic Survey in January 1997..
 NR0335
 NR0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0335.The vertical order pertains to the NGVD 29 superseded value.
 NR0335
 NR0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0335
 NR0335.The geoid height was determined by GEOID03.
 NR0335
 NR0335;                    North         East     Units Scale Factor Converg.
 NR0335;SPC WYEC     -   362,365.933   489,594.027   MT  1.00003622   +0 44 44.6
 NR0335;SPC WY E     -   262,338.698   112,523.400   MT  1.00003161   -0 43 41.1
 NR0335;UTM  13      - 4,745,691.400   398,936.555   MT  0.99972565   -0 50 29.3
 NR0335
 NR0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0335!SPC WYEC     -   0.99975753  x   1.00003622  =   0.99979374
 NR0335!SPC WY E     -   0.99975753  x   1.00003161  =   0.99978913
 NR0335!UTM  13      -   0.99975753  x   0.99972565  =   0.99948325
 NR0335
 NR0335|---------------------------------------------------------------------|
 NR0335| PID    Reference Object                     Distance      Geod. Az  |
 NR0335|                                                           dddmmss.s |
 NR0335| CP4592 BROOKHURST RM 2                      14.112 METERS 00316     |
 NR0335| CP4591 BROOKHURST RM 1                      12.893 METERS 09658     |
 NR0335| CP4590 BROOKHURST AZ MK                                   1101706.6 |
 NR0335| NR0006 Y 16                                 21.160 METERS 27528     |
 NR0335|---------------------------------------------------------------------|
 NR0335
 NR0335                          SUPERSEDED SURVEY CONTROL
 NR0335
 NR0335  NAD 83(1986)-  42 51 25.64541(N)    106 14 13.34321(W) AD(       ) 2
 NR0335  NAD 27      -  42 51 25.77100(N)    106 14 11.26200(W) AD(       ) 2
 NR0335  NGVD 29 (07/19/86) 1558.81   (m)         5114.2    (f) LEVELING    3  
 NR0335
 NR0335.Superseded values are not recommended for survey control.
 NR0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0335.See file dsdata.txt to determine how the superseded data were derived.
 NR0335
 NR0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9893745691(NAD 83)
 NR0335_MARKER: DS = TRIANGULATION STATION DISK
 NR0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0335
 NR0335  HISTORY     - Date     Condition        Report By
 NR0335  HISTORY     - 1948     MONUMENTED       CGS
 NR0335
 NR0335                          STATION DESCRIPTION
 NR0335
 NR0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0335'THE STATION IS LOCATED IN T.33 N., R.78 W., ON THE LOW FLAT
 NR0335'AREA SOUTH OF THE NORTH PLATTE RIVER IN THE RIGHT OF WAY OF
 NR0335'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, ABOUT 5 MILES
 NR0335'AIRLINE EAST OF CASPER, ABOUT 0.15 MILE AIRLINE EAST OF THE
 NR0335'STATION SIGN AT BROOKHURST, ABOUT 0.1 MILE AIRLINE NORTH OF U.S.
 NR0335'HIGHWAY 20 AND 87, JUST EAST OF THE OIL REFINERY BUILDING
 NR0335'AT BROOKHURST, 90 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO,
 NR0335'BURLINGTON, AND QUINCY RAILROAD, 5 FEET NORTHWEST OF A WHITE
 NR0335'WITNESS POST, 4 FEET NORTH OF RIGHT OF WAY FENCE, PROJECTS
 NR0335'4 INCHES AND STAMPED, BROOKHURST 1948.
 NR0335'
 NR0335'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF RIGHT OF WAY FENCE,
 NR0335'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK, PROJECTS
 NR0335'6 INCHES AND STAMPED, BROOKHURST NO 1 1948.
 NR0335'
 NR0335'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 NR0335'AS THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED,
 NR0335'BROOKHURST NO 2 1948.
 NR0335'
 NR0335'REFERENCE MARK NO. 3 IS A U.S.C. AND G.S. BENCH MARK SET IN A
 NR0335'6 X 6 INCH CONCRETE POST 90 FEET SOUTH OF THE SOUTH RAIL OF THE
 NR0335'CHICAGO, BURLINGTON AND QUINCY RAILROAD AND 6 FEET NORTH OF
 NR0335'THE RIGHT OF WAY FENCE.  IT PROJECTS 8 INCHES AND IS STAMPED,
 NR0335'Y 16 1934.
 NR0335'
 NR0335'THE AZIMUTH MARK IS ALONG A FENCE LINE 26 PACES NORTH OF THE
 NR0335'CENTER LINE OF U.S. HIGHWAY 20 AND 87, 12 PACES NORTH OF FENCE
 NR0335'CORNER, 10 PACES WEST OF CENTER LINE OF GRAVELED ROAD, 3 FEET
 NR0335'SOUTH OF A WHITE WITNESS POST, PROJECTS 12 INCHES AND STAMPED,
 NR0335'BROOKHURST 1948.
 NR0335'
 NR0335'TO REACH THE STATION FROM THE POST OFFICE IN CASPER, GO SOUTH
 NR0335'1 BLOCK TO JUNCTION WITH U.S. HIGHWAY 20 AND 87.  TURN LEFT
 NR0335'AND FOLLOW U.S. HIGHWAY 20 AND 87, EAST, FOR 2.85 MILES TO THE
 NR0335'EVANSVILLE POST OFFICE ON LEFT, NORTH.  CONTINUE EAST ON
 NR0335'HIGHWAY 1.2 MILE TO A CATTLE GUARD CROSSING ON LEFT, NORTH
 NR0335'(TO REACH THE AZIMUTH FROM THIS POINT, CONTINUE EAST ON HIGHWAY
 NR0335'FOR 0.75 MILE TO AZIMUTH ON LEFT, NORTH).  TURN LEFT ACROSS
 NR0335'CATTLE GUARD AND GO 0.1 MILE TO FENCE CORNER AT THE CORNER
 NR0335'OF SOME TIN BUILDINGS.  THENCE RIGHT ALONG THE RAILROAD RIGHT
 NR0335'OF WAY FOR 0.1 MILE TO THE STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0397 ***********************************************************************
 OW0397  DESIGNATION -  BROOKS
 OW0397  PID         -  OW0397
 OW0397  STATE/COUNTY-  WY/HOT SPRINGS
 OW0397  USGS QUAD   -  SHEEP RIDGE (1952)
 OW0397
 OW0397                         *CURRENT SURVEY CONTROL
 OW0397  ___________________________________________________________________
 OW0397* NAD 83(1993)-  43 37 23.94835(N)    108 38 38.99584(W)     ADJUSTED  
 OW0397* NAVD 88     -      2345.3    (meters)    7695.     (feet)  VERTCON   
 OW0397  ___________________________________________________________________
 OW0397  LAPLACE CORR-         -15.80  (seconds)                    DEFLEC99
 OW0397  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 OW0397
 OW0397  HORZ ORDER  -  THIRD
 OW0397
 OW0397.The horizontal coordinates were established by classical geodetic methods
 OW0397.and adjusted by the National Geodetic Survey in January 1997..
 OW0397
 OW0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0397
 OW0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0397
 OW0397.The geoid height was determined by GEOID03.
 OW0397
 OW0397;                    North         East     Units Scale Factor Converg.
 OW0397;SPC WYWC     -   346,904.891   608,541.567   MT  0.99993840   +0 04 22.9
 OW0397;UTM  12      - 4,832,733.765   690,070.443   MT  1.00004439   +1 37 32.9
 OW0397
 OW0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0397!SPC WYWC     -   0.99963417  x   0.99993840  =   0.99957259
 OW0397!UTM  12      -   0.99963417  x   1.00004439  =   0.99967854
 OW0397
 OW0397:                Primary Azimuth Mark                     Grid Az
 OW0397:SPC WYWC     -  OWL RESET                                236 38 20.8
 OW0397:UTM  12      -  OWL RESET                                235 05 10.8
 OW0397
 OW0397|---------------------------------------------------------------------|
 OW0397| PID    Reference Object                     Distance      Geod. Az  |
 OW0397|                                                           dddmmss.s |
 OW0397| OW0300 OWL RESET                           APPROX. 5.9 KM 2364243.7 |
 OW0397|---------------------------------------------------------------------|
 OW0397
 OW0397                          SUPERSEDED SURVEY CONTROL
 OW0397
 OW0397  NAD 83(1986)-  43 37 23.93424(N)    108 38 38.99724(W) AD(       ) 3
 OW0397  NGVD 29 (11/06/89) 2344.2    (m)         7691.     (f) VERT ANG       
 OW0397
 OW0397.Superseded values are not recommended for survey control.
 OW0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0397.See file dsdata.txt to determine how the superseded data were derived.
 OW0397
 OW0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9007032734(NAD 83)
 OW0397_MARKER: DS = TRIANGULATION STATION DISK
 OW0397_SETTING: 0 = UNSPECIFIED SETTING
 OW0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0397
 OW0397  HISTORY     - Date     Condition        Report By
 OW0397  HISTORY     - 1950     MONUMENTED       USGS
 OW0397
 OW0397                          STATION DESCRIPTION
 OW0397
 OW0397'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0397'STATION LOCATED ON FIRST RANGE HILLS ON S. SIDE VALLEY, APPROXIMATELY
 OW0397'21 MI. NW. OF THERMOPOLIS, IN SE. 1/4 SEC. 33, T 8 N, R 2 E.
 OW0397'
 OW0397'TO REACH FROM THERMOPOLIS, INTERSECTION OF U.S. HIGHWAY 20 AND WYOMING
 OW0397'STATE HIGHWAY 120, PROCEED NW. ALONG STATE HIGHWAY 120 FOR 7.8 MI. TO
 OW0397'A T-RD. W. AND STATE SECONDARY RD., TURN LEFT (W.) AND PROCEED ALONG
 OW0397'STATE SECONDARY RD. FOR 10.1 MI. TO END OF PAVEMENT (1950), CONTINUE
 OW0397'6.2 MI. TO WOOD GATE ON LEFT (S.) ABOUT 100 YDS. BEYOND CREEK BRIDGE,
 OW0397'SIGN ON GATE READS --EMBAR ANTICLINE--, TURN LEFT AND PASS THRU GATE
 OW0397'AND CONTINUE 0.4 MI. TO GATE, PASS THRU GATE, CONTINUE 0.9 MI. TO
 OW0397'GATE, CONTINUE 0.6 MI. TO GATE, CONTINUE 2.7 MI. TO GATE, CONTINUE 1.1
 OW0397'MI. TO GATE AT RANCH BUILDINGS, CONTINUE 0.3 MI. TO FORK, TAKE LEFT
 OW0397'FORK, STRAIGHT AHEAD (E.) AND GO 0.4 MI. TO A SURFACE STREAM CROSSING,
 OW0397'CONTINUE 1.2 MI. TO FORK, TAKE RIGHT FORK STRAIGHT AHEAD (E.) AND GO
 OW0397'1.3 MI. TO POINT ON RD. N. OF SMALL HILL, TURN RIGHT (S.) AND GO
 OW0397'ACROSS COUNTRY UP LOW RIDGE AND THEN STEEP HILL 1.4 MI. TO END OF
 OW0397'TRUCK TRAVEL, PACK REST WAY UP STEEP HILL TO TOP AND STATION.
 OW0397'
 OW0397'RECOVERED BY USGS IN 1952.
 OW0397'
 OW0397'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN BASE ROCK,
 OW0397'STAMPED---WR BROOKS 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0483 ***********************************************************************
 MQ0483  DESIGNATION -  BROWN
 MQ0483  PID         -  MQ0483
 MQ0483  STATE/COUNTY-  WY/SWEETWATER
 MQ0483  USGS QUAD   -  RICHARDS GAP (1978)
 MQ0483
 MQ0483                         *CURRENT SURVEY CONTROL
 MQ0483  ___________________________________________________________________
 MQ0483* NAD 83(1993)-  41 06 20.31865(N)    109 14 59.56093(W)     ADJUSTED  
 MQ0483* NAVD 88     -      2729.9    (meters)    8956.     (feet)  VERTCON   
 MQ0483  ___________________________________________________________________
 MQ0483  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 MQ0483  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 MQ0483
 MQ0483  HORZ ORDER  -  FIRST
 MQ0483
 MQ0483.The horizontal coordinates were established by classical geodetic methods
 MQ0483.and adjusted by the National Geodetic Survey in January 1997..
 MQ0483
 MQ0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0483
 MQ0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0483
 MQ0483.The geoid height was determined by GEOID03.
 MQ0483
 MQ0483;                    North         East     Units Scale Factor Converg.
 MQ0483;SPC WYWC     -    67,373.051   558,012.444   MT  0.99995919   -0 19 43.1
 MQ0483;UTM  12      - 4,551,960.497   646,955.815   MT  0.99986580   +1 09 03.0
 MQ0483
 MQ0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0483!SPC WYWC     -   0.99957417  x   0.99995919  =   0.99953338
 MQ0483!UTM  12      -   0.99957417  x   0.99986580  =   0.99944003
 MQ0483
 MQ0483:                Primary Azimuth Mark                     Grid Az
 MQ0483:SPC WYWC     -  ROCK SPRINGS MUN AIRPORT BCN             001 05 11.4
 MQ0483:UTM  12      -  ROCK SPRINGS MUN AIRPORT BCN             359 36 25.3
 MQ0483
 MQ0483|---------------------------------------------------------------------|
 MQ0483| PID    Reference Object                     Distance      Geod. Az  |
 MQ0483|                                                           dddmmss.s |
 MQ0483| MQ0463 ROCK SPRINGS MUN AIRPORT BCN        APPROX.59.4 KM 0004528.3 |
 MQ0483| MQ0462 SALT LAKE OMAHA SITE 16 BCN         APPROX.59.7 KM 0064642.3 |
 MQ0483| CP4594 BROWN RM 1                                         03215     |
 MQ0483| MQ0447 SALT LAKE OMAHA SITE 20 BCN         APPROX.84.0 KM 0425531.3 |
 MQ0483| CP4595 BROWN RM 2                           10.588 METERS 10621     |
 MQ0483| CP4638 CAIRN ON POINT 1 MILE SW                           2202721.7 |
 MQ0483| CP4593 BROWN AZ MK                                        2374142.8 |
 MQ0483| MQ0469 SALT LAKE OMAHA SITE 15 BCN         APPROX.52.8 KM 3533242.0 |
 MQ0483|---------------------------------------------------------------------|
 MQ0483
 MQ0483                          SUPERSEDED SURVEY CONTROL
 MQ0483
 MQ0483  NAD 83(1993)-  41 06 20.30704(N)    109 14 59.55352(W) AD(       ) 1
 MQ0483  NAD 83(1986)-  41 06 20.30561(N)    109 14 59.55373(W) AD(       ) 1
 MQ0483  NAD 27      -  41 06 20.45300(N)    109 14 57.08100(W) AD(       ) 1
 MQ0483  NGVD 29 (10/23/89) 2728.5    (m)         8952.     (f) VERT ANG       
 MQ0483
 MQ0483.Superseded values are not recommended for survey control.
 MQ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0483.See file dsdata.txt to determine how the superseded data were derived.
 MQ0483
 MQ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL4695651960(NAD 83)
 MQ0483_MARKER: DD = SURVEY DISK
 MQ0483_SETTING: 80 = SET IN A BOULDER
 MQ0483_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MQ0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0483
 MQ0483  HISTORY     - Date     Condition        Report By
 MQ0483  HISTORY     - 1931     MONUMENTED       USGS
 MQ0483  HISTORY     - 1937     GOOD             CGS
 MQ0483  HISTORY     - 1955     GOOD             USGS
 MQ0483  HISTORY     - 1962     GOOD             USGS
 MQ0483  HISTORY     - 1963     GOOD             USGS
 MQ0483
 MQ0483                          STATION DESCRIPTION
 MQ0483
 MQ0483'DESCRIBED BY US GEOLOGICAL SURVEY 1931 (CIA)
 MQ0483'STATION IS ABOUT 33 MILES S OF ROCK SPRINGS, ABOUT 4.0 MILES
 MQ0483'SW OF MAXON (MAXTON) RANCH (OWNED BY W.H.GOTTCHE), IN SECTION
 MQ0483'16, T 13 N, R 105 W, ON DIVIDE BETWEEN RED CREEK AND FRONT
 MQ0483'CREEK (TRIBUTARY TO SAGE CREEK), ON POINT BARE OF TIMBER
 MQ0483'(SECOND HIGHEST PROMINENT POINT FROM E END OF MOUNTAIN),
 MQ0483'KNOWN LOCALLY AS LITTLE MOUNTAIN.
 MQ0483'
 MQ0483'TO REACH FROM ROCK SPRINGS GO S ON C STREET ABOUT 5 BLOCKS FROM
 MQ0483'ARCH AT RAILROAD, TURN LEFT ONTO PINE STREET, GO 1 BLOCK,
 MQ0483'TURN RIGHT, GO 1 BLOCK, TURN LEFT, AND FOLLOW MAIN-TRAVELED
 MQ0483'ROAD OUT OF TOWN 0.3 MILE BEYOND MINE TRESTLE OVER ROAD TO
 MQ0483'FORK.  TAKE LEFT FORK, GO 3.1 MILES TO ANOTHER FORK, TAKE
 MQ0483'RIGHT FORK, GO 3.0 MILES TO ANOTHER FORK, TAKE RIGHT FORK, GO
 MQ0483'3.9 MILES TO ANOTHER FORK, TAKE LEFT FORK, UP MOUNTAIN AND
 MQ0483'FOLLOW MAIN ROAD TOWARD BROWNS PARK, KEEP STRAIGHT AHEAD 4.9
 MQ0483'MILES WHERE ROAD TO LEFT GOES TO SOUTH BAXTER CAMP, KEEP
 MQ0483'STRAIGHT AHEAD AT 12.3 MILES WHERE ROAD POSTED BROOKS TURNS
 MQ0483'TO LEFT, AND AT 14.9 MILES WHERE DIM ROAD TURNS TO LEFT
 MQ0483'TOWARD PIPE LINE AND MORE USED ROAD TO RIGHT ASCENDS ONTO
 MQ0483'TABLELAND.  TURN RIGHT, GO 1-1/4 MILES TO FORK.  TAKE LEFT
 MQ0483'FORK, GO 0.5 MILE TO ANOTHER FORK, TAKE LEFT FORK, GO 1.3
 MQ0483'MILES TO ANOTHER FORK, TAKE LEFT FORK, GO 1.5 MILES TO
 MQ0483'ANOTHER FORK, TAKE RIGHT FORK, GO 1.8 MILES TO ANOTHER FORK,
 MQ0483'TAKE LEFT FORK, GO 3.3 MILES TO WHERE SEVERAL ROADS COME
 MQ0483'TOGETHER AT BROW OF HILL, TURN LEFT, GO 4.0 MILES DOWN HILL
 MQ0483'ONTO MAXON RANCH, WHICH IS VISIBLE ALL ALONG DESCENT INTO
 MQ0483'VALLEY.  FROM RANCH BUILDING GO SOUTHWARD ABOUT 1/2 MILE ALONG
 MQ0483'ROAD TO FIRST FORK TO RIGHT AT POINT ABOVE SMALL MEADOW,
 MQ0483'TURN RIGHT AND FOLLOW ROAD OVER RIDGE TO CORRALS AND
 MQ0483'DIPPING PEN, GO AROUND NE CORNER OF CORRAL, THEN GO LEFT ON
 MQ0483'N SIDE OF CORRAL, AND FOLLOW LOG ROAD UP CANYON TO TOP OF
 MQ0483'MOUNTAIN AND STATION SITE.  TRUCK CAN BE DRIVEN ONLY 3/4
 MQ0483'MILE BEYOND CORRAL, AND STATION IS ABOUT AN HOURS WALK
 MQ0483'FROM THIS POINT.  THERE IS A SPRING 1/2 MILE BEYOND CORRAL.
 MQ0483'
 MQ0483'MARKED BY STANDARD U.S. GEOLOGICAL SURVEY DISK IN PARTIALLY BURIED
 MQ0483'BOULDER.
 MQ0483'
 MQ0483'REFERENCE MARKS ARE STANDARD REFERENCE DISKS WEDGED IN DRILL
 MQ0483'HOLES IN OUTCROPPING BOULDERS.
 MQ0483'
 MQ0483'REFERENCE MARK NO. 1 IS 113.97 METERS (373.9 FEET) (SLOPE)
 MQ0483'FROM THE STATION.
 MQ0483'
 MQ0483'REFERENCE MARK NO. 2 IS 10.59 METERS (34.7 FEET) (SLOPE)
 MQ0483'FROM THE STATION.
 MQ0483'
 MQ0483'BEARING FROM THE STATION TO CAIRN ON POINT, DISTANT ABOUT
 MQ0483'1 MILE IS S 40 DEG 27 MIN W.
 MQ0483
 MQ0483                          STATION RECOVERY (1937)
 MQ0483
 MQ0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MQ0483'STATION, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE RECOVERED
 MQ0483'IN GOOD CONDITION.
 MQ0483'
 MQ0483'STATION IS ABOUT 33 MILES, AIR LINE, S OF ROCK SPRINGS, 4 MILES
 MQ0483'SW OF THE MAXON RANCH (VACANT), ON A POINT BARE OF TIMBER,
 MQ0483'ON WHAT IS LOCALLY KNOWN AS LITTLE MOUNTAIN, ON THE DIVIDE
 MQ0483'BETWEEN RED CREEK AND FRONT CREEK, A TRIBUTARY OF SAGE CREEK.
 MQ0483'
 MQ0483'THE AZIMUTH MARK, A NEWLY ESTABLISHED MARK, IS ABOUT 0.3 MILE
 MQ0483'WSW OF THE NEXT HIGH POINT.
 MQ0483'
 MQ0483'TO REACH FROM ROCK SPRINGS, GO S ON C STREET ABOUT 5 BLOCKS
 MQ0483'TO PINE STREET.  THENCE LEFT ONE BLOCK, RIGHT ONE BLOCK AND
 MQ0483'FOLLOW THE MAIN ROAD LEFT OUT OF TOWN TO A FORK 0.3 MILE BEYOND
 MQ0483'A MINE TRESTLE OVER THE ROAD.  TAKE LEFT FORK FOR 3.1 MILES
 MQ0483'TO A FORK, TAKE RIGHT FORK FOR 3.0 MILES TO ANOTHER FORK.
 MQ0483'THENCE RIGHT FORK FOR 3.9 MILES TO A FORK.  HERE KEEP LEFT
 MQ0483'FORK ON THE MAIN TRAVELED ROAD FOR 14.9 MILES UP MOUNTAIN TO
 MQ0483'A DIM ROAD LEFT UP A PIPE LINE AND A ROAD RIGHT, TAKE THE ROAD
 MQ0483'TO THE RIGHT AND GO SW FOR 9.0 MILES TO WHERE SEVERAL DIM
 MQ0483'ROADS COME TOGETHER ON THE BROW OF A HILL, THERE IS A DEEP
 MQ0483'VALLEY TO THE S.  TURN LEFT ON THE ROAD INTO THE VALLEY FOR
 MQ0483'3.8 MILES TO THE MAXON RANCH, KEEPING RIGHT FORK BEFORE
 MQ0483'REACHING THE VALLEY AND THE LEFT FORK AFTERWARD.  FROM
 MQ0483'THE MAXON RANCH KEEP TO THE LEFT OF THE CORRAL AND GO W
 MQ0483'ON TRACK ROAD FOR 0.9 MILE TO A FORK AT THE TOP OF A
 MQ0483'HILL, KEEPING RIGHT FORK AT 0.3 MILE FROM THE RANCH.  AT
 MQ0483'TOP OF HILL THE RIGHT FORK LEADS TO THE CORRAL AND
 MQ0483'DIPPING PENS MENTIONED IN THE 1930 DESCRIPTION.  KEEP
 MQ0483'LEFT FORK UP SWITCH-BACKS FOR 1.2 MILES, THENCE LEFT UP
 MQ0483'DRAW ON BADLY WASHED ROAD FOR 1.7 MILES TO THE TOP OF THE
 MQ0483'HILL, THENCE RIGHT ABOUT 0.5 MILE TO THE FIRST HIGH HILL
 MQ0483'AND STATION.
 MQ0483'
 MQ0483'TO REACH FROM THE CLAY BASIN OIL CAMP IN CLAY BASIN, TAKE THE
 MQ0483'MAIN TRAVELED ROAD N FROM THE N END OF THE MAIN STREET WHICH
 MQ0483'SWINGS UP A HILLSIDE 0.5 MILE TO A FORK, TAKE LEFT FORK NW
 MQ0483'AND W PAST METER HOUSE AND TANKS 2.9 MILES TO A BRIDGE OVER
 MQ0483'RED CREEK.  CONTINUE ON MAIN TRAVELED GRADED DIRT ROAD UP
 MQ0483'LONG GRADE FOR 9.6 MILES TO A Y-FORK AT THE TOP OF THE DIVIDE.
 MQ0483'TURN NE ON TRACK ROAD TO ANOTHER FORK (ABOUT 200 YARDS), TAKE
 MQ0483'LEFT FORK DOWNHILL N FOR 2.0 MILES TO A TRACK ROAD SHARP LEFT.
 MQ0483'THE MAXON RANCH IS 0.3 MILE ON RIGHT FORK.  CONTINUE THE
 MQ0483'DESCRIPTION FROM THE MAXON RANCH ABOVE.
 MQ0483
 MQ0483                          STATION RECOVERY (1955)
 MQ0483
 MQ0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MQ0483'STATION RECOVERED.
 MQ0483
 MQ0483                          STATION RECOVERY (1962)
 MQ0483
 MQ0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MQ0483'RECOVERED.
 MQ0483'
 MQ0483'STATION MARK--STANDARD USGS DISK, SET IN PARTIALLY BURIED BOULDER.
 MQ0483
 MQ0483                          STATION RECOVERY (1963)
 MQ0483
 MQ0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MQ0483'THIS IS NOW A DRIVE STATION AND THE FOLLOWING IS A ROUTE DESCRIPTION
 MQ0483'FROM THE MAXON RANCH TO STATION SITE.
 MQ0483'
 MQ0483'FROM GATE AT MAXON RANCH, PROCEED SSW. ALONG MAIN TRAVELED RD. 0.4
 MQ0483'MI. TO RD. FORK, TURN RIGHT (SW.) 3.9 MI. ALONG A MOUNTAIN RD. ALONG
 MQ0483'RIDGE AND UP A CANYON TO TOP OF AN EASTERN SPUR OF LITTLE MOUNTAIN.
 MQ0483'LEAVE RD., LEFT, 0.1 MI. TO TOP AND STATION SITE.
 MQ0483'
 MQ0483'STATION MARK--STANDARD USGS TABLET IS STAMPED---BROWN 1955-- AND
 MQ0483'NOT 1931.
 MQ0483'
 MQ0483'NOTE--RM NO. 1 WAS CHAINED AND SLOPE DISTANCE OF 378.6 FT. DOES NOT
 MQ0483'AGREE WITH DESCRIPTION OF 373.9 AS LISTED BY NGS.  RM NO. 2 WAS OKAY
 MQ0483'AT 34.73 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0683 ***********************************************************************
 NQ0683  DESIGNATION -  BROWN
 NQ0683  PID         -  NQ0683
 NQ0683  STATE/COUNTY-  WY/CONVERSE
 NQ0683  USGS QUAD   -  GLENROCK NW (1973)
 NQ0683
 NQ0683                         *CURRENT SURVEY CONTROL
 NQ0683  ___________________________________________________________________
 NQ0683* NAD 83(1993)-  42 57 46.47072(N)    105 54 07.56137(W)     ADJUSTED  
 NQ0683* NAVD 88     -      1753.0    (meters)    5751.     (feet)  VERTCON   
 NQ0683  ___________________________________________________________________
 NQ0683  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 NQ0683  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 NQ0683
 NQ0683  HORZ ORDER  -  SECOND
 NQ0683
 NQ0683.The horizontal coordinates were established by classical geodetic methods
 NQ0683.and adjusted by the National Geodetic Survey in January 1997..
 NQ0683
 NQ0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0683
 NQ0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0683
 NQ0683.The geoid height was determined by GEOID03.
 NQ0683
 NQ0683;                    North         East     Units Scale Factor Converg.
 NQ0683;SPC WY E     -   273,795.902   139,999.594   MT  0.99998177   -0 30 04.4
 NQ0683;SPC WYEC     -   374,527.510   516,767.881   MT  1.00010518   +0 58 31.9
 NQ0683;UTM  13      - 4,757,090.615   426,426.851   MT  0.99966659   -0 36 53.4
 NQ0683
 NQ0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0683!SPC WY E     -   0.99972736  x   0.99998177  =   0.99970913
 NQ0683!SPC WYEC     -   0.99972736  x   1.00010518  =   0.99983251
 NQ0683!UTM  13      -   0.99972736  x   0.99966659  =   0.99939404
 NQ0683
 NQ0683|---------------------------------------------------------------------|
 NQ0683| PID    Reference Object                     Distance      Geod. Az  |
 NQ0683|                                                           dddmmss.s |
 NQ0683| CP8876 BROWN RM 3                           10.847 METERS 04419     |
 NQ0683| CP8875 BROWN RM 2                            9.476 METERS 08759     |
 NQ0683| CP8873 BROWN AZ MK                                        1193038.5 |
 NQ0683| NQ0678 CHEYENNE GREAT FALLS AWY BN 14      APPROX.15.5 KM 1992840.3 |
 NQ0683| CP8874 BROWN RM 1                            8.641 METERS 35052     |
 NQ0683|---------------------------------------------------------------------|
 NQ0683
 NQ0683                          SUPERSEDED SURVEY CONTROL
 NQ0683
 NQ0683  NAD 83(1986)-  42 57 46.45300(N)    105 54 07.54266(W) AD(       ) 2
 NQ0683  NAD 27      -  42 57 46.57100(N)    105 54 05.52400(W) AD(       ) 2
 NQ0683  NGVD 29 (07/19/86) 1752.1    (m)         5748.     (f) VERT ANG       
 NQ0683
 NQ0683.Superseded values are not recommended for survey control.
 NQ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0683.See file dsdata.txt to determine how the superseded data were derived.
 NQ0683
 NQ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2642757091(NAD 83)
 NQ0683_MARKER: DD = SURVEY DISK
 NQ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0683
 NQ0683  HISTORY     - Date     Condition        Report By
 NQ0683  HISTORY     - 1948     MONUMENTED       USGS
 NQ0683
 NQ0683                          STATION DESCRIPTION
 NQ0683
 NQ0683'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0683'STATION LOCATED IN T. 35 N., R. 76 W., ON HIGHEST POINT OF
 NQ0683'A BARE, GRASSY RIDGE BETWEEN SAND CREEK AND COLE CREEK, ABOUT
 NQ0683'7 MILES AIRLINE NORTH OF GLENROCK, 2 PACES WEST OF WHITE
 NQ0683'WITNESS POST.  MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 NQ0683'AN 8 INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES, AND STAMPED,
 NQ0683'BROWN 1947.
 NQ0683'
 NQ0683'REFERENCE MARK NO. 1 IS A U.S.G.S. REFERENCE MARK SET IN AN
 NQ0683'8 INCH SQUARE CONCRETE POST, ABOUT THE SAME ELEVATION AS
 NQ0683'STATION, PROJECTS 4 INCHES, AND STAMPED, BROWN NO 1 1947.
 NQ0683'
 NQ0683'REFERENCE MARK NO. 2 IS A U.S.G.S. REFERENCE MARK SET IN AN
 NQ0683'8 INCH SQUARE CONCRETE POST, ABOUT 2 FEET LOWER THAN STATION,
 NQ0683'PROJECTS 4 INCHES, AND STAMPED, BROWN NO 2 1947.
 NQ0683'
 NQ0683'REFERENCE MARK NO. 3 IS ABOUT 2 FEET LOWER THAN STATION,
 NQ0683'PROJECTS 4 INCHES, AND STAMPED, BROWN NO 3 1948.
 NQ0683'
 NQ0683'AZIMUTH MARK IS LOCATED 22 PACES SOUTH OF TRACK ROAD LEADING TO
 NQ0683'STATION, 2 PACES SOUTHEAST OF WHITE WITNESS POST, PROJECTS 4
 NQ0683'INCHES, AND STAMPED, BROWN 1948.
 NQ0683'
 NQ0683'TO REACH FROM CAUTION LIGHT IN GLENROCK, GO EAST ON U.S.
 NQ0683'HIGHWAY 20 AND 87 FOR 1 BLOCK TO CROSS STREET.  TURN LEFT,
 NQ0683'NORTH, AND FOLLOW OILED ROAD FOR 0.9 MILE TO FORK, JUST AFTER
 NQ0683'GOING THROUGH UNDERPASS.  TAKE RIGHT FORK AND FOLLOW MAIN
 NQ0683'GRADED ROAD FOR 2.3 MILES TO FORK AND SIGN, BADGER COAL MINE.
 NQ0683'TURN LEFT AND GO 3.5 MILES TO A CATTLE GUARD.  CONTINUE FOR
 NQ0683'1.6 MILE TO A DIM TRACK ROAD ON LEFT.  TURN LEFT ON TRACK ROAD
 NQ0683'AND GO 0.55 MILE TO FORK, JUST AFTER PASSING OLD BUILDINGS.
 NQ0683'KEEP LEFT FORK AND GO 0.2 MILE TO FORK.  KEEP LEFT FORK AND
 NQ0683'GO 1.9 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE ON ROAD FOR
 NQ0683'0.4 MILE.  LEAVE TRACK ROAD, TURNING TO LEFT, AND GO UP
 NQ0683'HILL TO TOP, ABOUT 100 YARDS TO STATION AS DESCRIBED ABOVE.
 NQ0683'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0453 ***********************************************************************
 OU0453  DESIGNATION -  BROWN
 OU0453  PID         -  OU0453
 OU0453  STATE/COUNTY-  WY/CAMPBELL
 OU0453  USGS QUAD   -  ROLLING PIN RANCH (1973)
 OU0453
 OU0453                         *CURRENT SURVEY CONTROL
 OU0453  ___________________________________________________________________
 OU0453* NAD 83(1993)-  43 39 12.78301(N)    105 58 51.46091(W)     ADJUSTED  
 OU0453* NAVD 88     -      1549.9    (meters)    5085.     (feet)  VERTCON   
 OU0453  ___________________________________________________________________
 OU0453  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 OU0453  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 OU0453  OBS GRAVITY -     980,016.3   (mgal)                       GRAV_OBS
 OU0453
 OU0453  HORZ ORDER  -  THIRD
 OU0453
 OU0453.The horizontal coordinates were established by classical geodetic methods
 OU0453.and adjusted by the National Geodetic Survey in January 1997..
 OU0453
 OU0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0453
 OU0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0453
 OU0453.The geoid height was determined by GEOID03.
 OU0453.The observed gravity was obtained from relative gravimeter ties
 OU0453.to the IGSN71 gravity network.
 OU0453
 OU0453;                    North         East     Units Scale Factor Converg.
 OU0453;SPC WY E     -   350,580.375   134,313.682   MT  0.99999055   -0 33 43.6
 OU0453;SPC WYEC     -   451,146.969   509,091.453   MT  1.00008383   +0 56 01.1
 OU0453;UTM  13      - 4,833,862.138   420,895.912   MT  0.99967697   -0 40 37.9
 OU0453
 OU0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0453!SPC WY E     -   0.99975929  x   0.99999055  =   0.99974984
 OU0453!SPC WYEC     -   0.99975929  x   1.00008383  =   0.99984310
 OU0453!UTM  13      -   0.99975929  x   0.99967697  =   0.99943634
 OU0453
 OU0453:                Primary Azimuth Mark                     Grid Az
 OU0453:SPC WY E     -  TAYLOR                                   165 02 19.5
 OU0453:SPC WYEC     -  TAYLOR                                   163 32 34.8
 OU0453:UTM  13      -  TAYLOR                                   165 09 13.8
 OU0453
 OU0453|---------------------------------------------------------------------|
 OU0453| PID    Reference Object                     Distance      Geod. Az  |
 OU0453|                                                           dddmmss.s |
 OU0453| OU0451 TAYLOR                              APPROX. 8.3 KM 1642835.9 |
 OU0453|---------------------------------------------------------------------|
 OU0453
 OU0453                          SUPERSEDED SURVEY CONTROL
 OU0453
 OU0453  NAD 83(1986)-  43 39 12.76413(N)    105 58 51.43565(W) AD(       ) 3
 OU0453  NAD 27      -  43 39 12.86259(N)    105 58 49.39191(W) AD(       ) 3
 OU0453  NGVD 29 (07/19/86) 1549.1    (m)         5082.     (f) VERT ANG       
 OU0453
 OU0453.Superseded values are not recommended for survey control.
 OU0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0453.See file dsdata.txt to determine how the superseded data were derived.
 OU0453
 OU0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ2089633862(NAD 83)
 OU0453_MARKER: DD = SURVEY DISK
 OU0453_SETTING: 0 = UNSPECIFIED SETTING
 OU0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0453
 OU0453  HISTORY     - Date     Condition        Report By
 OU0453  HISTORY     - 1952     MONUMENTED       USGS
 OU0453
 OU0453                          STATION DESCRIPTION
 OU0453
 OU0453'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0453'STATION IS LOCATED ON THE HIGH POINT OF A SMALL KNOB, ABOUT 13 MI.
 OU0453'(AIRLINE) NE. OF LINCH, 16 MI. (AIRLINE) E. OF SUSSEX, 10 MI.
 OU0453'(AIRLINE) W. OF PINE TREE.
 OU0453'
 OU0453'TO REACH FROM LINCH, GO E. ON OIL RD. FOR 7.0 MI. TO STATE HIGHWAY
 OU0453'387.  TURN LEFT (E.) ON HIGHWAY 387 FOR 5.0 MI. TO TAYLOR RANCH.
 OU0453'TURN LEFT (N.) FOR 0.2 MI. THROUGH RANCH BUILDINGS, TURN E. TO
 OU0453'CATTLEGUARD AT CORRALS AND GO NE. 0.5 MI. TO Y-RD.  TAKE RIGHT FORK
 OU0453'E. AND GO 0.4 MI. TO CATTLEGUARD, THENCE LEFT (NW.) ON MAIN DIRT RD.
 OU0453'FOR 1.3 MI. TO CATTLEGUARD.  PASS THROUGH CATTLEGUARD AND FOLLOW
 OU0453'DIRT RD. FOR 2.2 MI. TO Y-RD.  TAKE LEFT FORK W. FOR 2.8 MI.
 OU0453'TO JUNCTION NEAR CATTLE PENS, TAKE RIGHT (E.) RD. INTO STREAM BED AND
 OU0453'UP RIDGE FOR 1.6 MI. TO T-RD.  TAKE LEFT (W.) FORK FOR 0.3 MI. TO
 OU0453'POINT WHERE RD. CROSSES A SMALL RIDGE, THENCE RIGHT (N.) FOR 300 FT.
 OU0453'TO HIGH POINT AND STATION.
 OU0453'
 OU0453'STATION MARK--STANDARD TABLET, STAMPED ---BROWN 1952---, SET IN A
 OU0453'CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND.
 OU0453'
 OU0453'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING ROD, SET IN A CONCRETE
 OU0453'POST, PROJECTING 4 IN. ABOVE GROUND, 61.9 FT. FROM STATION MARK,
 OU0453'N 26 DEG 19 MIN E.
 OU0453'
 OU0453'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING ROD, PROJECTING 6 IN.
 OU0453'ABOVE GROUND, 73.2 FT. FROM STATION MARK, N 61 DEG 09 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0655 ***********************************************************************
 MP0655  DESIGNATION -  BROWNING
 MP0655  PID         -  MP0655
 MP0655  STATE/COUNTY-  WY/CARBON
 MP0655  USGS QUAD   -  BROWNS HILL (1961)
 MP0655
 MP0655                         *CURRENT SURVEY CONTROL
 MP0655  ___________________________________________________________________
 MP0655* NAD 83(1993)-  41 09 53.95076(N)    107 28 33.95082(W)     ADJUSTED  
 MP0655* NAVD 88     -      2401.46   (+/-2cm)    7878.8    (feet)  VERTCON   
 MP0655  ___________________________________________________________________
 MP0655  LAPLACE CORR-          13.07  (seconds)                    DEFLEC99
 MP0655  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 MP0655
 MP0655  HORZ ORDER  -  SECOND
 MP0655  VERT ORDER  -  THIRD ? (See Below)
 MP0655
 MP0655.The horizontal coordinates were established by classical geodetic methods
 MP0655.and adjusted by the National Geodetic Survey in January 1997..
 MP0655
 MP0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0655.The vertical order pertains to the NGVD 29 superseded value.
 MP0655
 MP0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0655
 MP0655.The geoid height was determined by GEOID03.
 MP0655
 MP0655;                    North         East     Units Scale Factor Converg.
 MP0655;SPC WYEC     -   173,852.388   388,019.263   MT  0.99993927   -0 05 38.3
 MP0655;UTM  13      - 4,560,027.944   292,267.800   MT  1.00013112   -1 37 49.5
 MP0655
 MP0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0655!SPC WYEC     -   0.99962555  x   0.99993927  =   0.99956484
 MP0655!UTM  13      -   0.99962555  x   1.00013112  =   0.99975662
 MP0655
 MP0655:                Primary Azimuth Mark                     Grid Az
 MP0655:SPC WYEC     -  BROWNING AZ MK                           106 59 10.1
 MP0655:UTM  13      -  BROWNING AZ MK                           108 31 21.3
 MP0655
 MP0655|---------------------------------------------------------------------|
 MP0655| PID    Reference Object                     Distance      Geod. Az  |
 MP0655|                                                           dddmmss.s |
 MP0655| MP0708 BROWNING AZ MK                                     1065331.8 |
 MP0655| CP4596 BROWNING RM 1                        14.842 METERS 14850     |
 MP0655| CP4597 BROWNING RM 2                        12.461 METERS 23244     |
 MP0655|---------------------------------------------------------------------|
 MP0655
 MP0655                          SUPERSEDED SURVEY CONTROL
 MP0655
 MP0655  NAD 83(1986)-  41 09 53.94262(N)    107 28 33.94155(W) AD(       ) 2
 MP0655  NAD 27      -  41 09 54.07700(N)    107 28 31.71100(W) AD(       ) 2
 MP0655  NGVD 29 (07/19/86) 2400.19   (m)         7874.6    (f) LEVELING    3  
 MP0655
 MP0655.Superseded values are not recommended for survey control.
 MP0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0655.See file dsdata.txt to determine how the superseded data were derived.
 MP0655
 MP0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF9226860028(NAD 83)
 MP0655_MARKER: DS = TRIANGULATION STATION DISK
 MP0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0655
 MP0655  HISTORY     - Date     Condition        Report By
 MP0655  HISTORY     - 1937     MONUMENTED       CGS
 MP0655  HISTORY     - 1959     GOOD             USGS
 MP0655
 MP0655                          STATION DESCRIPTION
 MP0655
 MP0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0655'STATION IS ABOUT 36 MILES A LITTLE S OF W FROM ENCAMPMENT,
 MP0655'9-1/2 MILES NNE OF DIXON, AT THE W EDGE OF THE SUMMIT OF A
 MP0655'HIGH (7837 FEET), BARE AND FLAT-TOPPED EXTENSIVE RIDGE KNOWN AS
 MP0655'BROWNS HILL LYING BETWEEN COTTONWOOD AND SAVERY CREEKS, ABOUT
 MP0655'1/4 MILE W BY N OF A ROAD FORK AT NW FENCE CORNER OF CULTIVATED
 MP0655'FIELD, 1/4 MILE W OF TELEPHONE LINE ALONG FENCE, ON A LOW
 MP0655'SWELL OF THE SUMMIT, FORMING A DISTINCT PROMONTORY IN THE W
 MP0655'FACE OF THE RIDGE, OVERLOOKING THE VALLEY OF THE LITTLE SNAKE
 MP0655'RIVER, ABOUT 50 YARDS E OF THE W EDGE OF THE SUMMIT, AND
 MP0655'60 FEET NE OF A DIM TRACK ROAD.  THERE IS A HIGHER POINT
 MP0655'ON THE SUMMIT ABOUT 2-1/2 MILES SSE.
 MP0655'
 MP0655'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MP0655'BRONZE DISKS SET IN CONCRETE.
 MP0655'
 MP0655'REFERENCE MARK NO. 1 IS SSE OF THE STATION.
 MP0655'
 MP0655'REFERENCE MARK NO. 2 IS SW OF THE STATION.
 MP0655'
 MP0655'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE E BY S OF THE
 MP0655'STATION, ON ROAD ALONG RIDGE CREST LEADING TO STATION, 130
 MP0655'YARDS SSE OF ROAD FORK, 110 FEET S OF SW FENCE CORNER OF
 MP0655'CULTIVATED FIELD, 30 FEET WSW OF THE CENTER OF THE ROAD,
 MP0655'ABOUT 10 FEET E OF THE W EDGE OF THE SUMMIT.
 MP0655'
 MP0655'TO REACH THE STATION FROM DIXON, GO N FROM THE N END OF THE
 MP0655'MAIN STREET ON THE ROAD UP COTTONWOOD CREEK FOR 12.05 MILES,
 MP0655'KEEPING THE MAIN-TRAVELED, GRADED ROAD, AND TAKE LEFT
 MP0655'FORK AT FENCE CORNER ON RIGHT, THENCE 0.05 MILE AND TAKE DIM
 MP0655'LEFT FORK AT BENCH MARK 7837.2 ON LEFT, THENCE W FOR 0.3 MILE
 MP0655'TO THE HIGHEST LOCAL POINT AND THE STATION.
 MP0655'
 MP0655'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 MP0655
 MP0655                          STATION RECOVERY (1959)
 MP0655
 MP0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0655'RECOVERED.
 MP0655'
 MP0655'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF CONCRETE POST
 MP0655'PROJECTING ABOUT 0.3 FT. ABOVE GROUND, AND STAMPED ---BROWNING
 MP0655'1937---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1024 ***********************************************************************
 MO1024  DESIGNATION -  BRUCE
 MO1024  PID         -  MO1024
 MO1024  STATE/COUNTY-  WY/LARAMIE
 MO1024  USGS QUAD   -  GURNEY PEAK (1991)
 MO1024
 MO1024                         *CURRENT SURVEY CONTROL
 MO1024  ___________________________________________________________________
 MO1024* NAD 83(1993)-  41 25 29.98088(N)    104 07 51.59973(W)     ADJUSTED  
 MO1024* NAVD 88     -      1658.     (meters)    5440.     (feet)  SCALED    
 MO1024  ___________________________________________________________________
 MO1024  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 MO1024  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 MO1024
 MO1024  HORZ ORDER  -  SECOND
 MO1024
 MO1024.The horizontal coordinates were established by classical geodetic methods
 MO1024.and adjusted by the National Geodetic Survey in January 1997..
 MO1024
 MO1024.The orthometric height was scaled from a topographic map.
 MO1024
 MO1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1024
 MO1024.The geoid height was determined by GEOID03.
 MO1024
 MO1024;                    North         East     Units Scale Factor Converg.
 MO1024;SPC WY E     -   103,234.886   286,569.092   MT  1.00002970   +0 41 07.0
 MO1024;SPC NE       -   184,959.944   154,928.534   MT  0.99965959   -2 44 15.4
 MO1024;UTM  13      - 4,586,301.602   572,613.129   MT  0.99966489   +0 34 30.0
 MO1024
 MO1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1024!SPC WY E     -   0.99974284  x   1.00002970  =   0.99977253
 MO1024!SPC NE       -   0.99974284  x   0.99965959  =   0.99940251
 MO1024!UTM  13      -   0.99974284  x   0.99966489  =   0.99940781
 MO1024
 MO1024:                Primary Azimuth Mark                     Grid Az
 MO1024:SPC WY E     -  BLACK HILLS VIDEO CO MICROWAVE           025 56 04.2
 MO1024:SPC NE       -  BLACK HILLS VIDEO CO MICROWAVE           029 21 26.6
 MO1024:UTM  13      -  BLACK HILLS VIDEO CO MICROWAVE           026 02 41.2
 MO1024
 MO1024|---------------------------------------------------------------------|
 MO1024| PID    Reference Object                     Distance      Geod. Az  |
 MO1024|                                                           dddmmss.s |
 MO1024| MO0999 BLACK HILLS VIDEO CO MICROWAVE      APPROX.16.0 KM 0263711.2 |
 MO1024| MO1020 TREMAIN W UNION MICROWAVE           APPROX. 8.3 KM 0265728.8 |
 MO1024| CP8878 BRUCE RM 1                           21.335 METERS 17916     |
 MO1024| CP8877 BRUCE AZ MK                                        1824705.0 |
 MO1024| CP8879 BRUCE RM 2                           19.569 METERS 30810     |
 MO1024|---------------------------------------------------------------------|
 MO1024
 MO1024                          SUPERSEDED SURVEY CONTROL
 MO1024
 MO1024  NAD 83(1986)-  41 25 29.96907(N)    104 07 51.60048(W) AD(       ) 2
 MO1024  NAD 27      -  41 25 30.04780(N)    104 07 49.76830(W) AD(       ) 2
 MO1024
 MO1024.Superseded values are not recommended for survey control.
 MO1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1024.See file dsdata.txt to determine how the superseded data were derived.
 MO1024
 MO1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7261386302(NAD 83)
 MO1024_MARKER: DS = TRIANGULATION STATION DISK
 MO1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1024
 MO1024  HISTORY     - Date     Condition        Report By
 MO1024  HISTORY     - 1963     MONUMENTED       CGS
 MO1024
 MO1024                          STATION DESCRIPTION
 MO1024
 MO1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1024'THE STATION IS 1-1/2 MILES WEST AND 1/2 MILE NORTH OF ALBIN,
 MO1024'IN THE SOUTHWEST QUARTER OF SECTION 19, T 17 N, R 60 W AND ON
 MO1024'PROPERTY OWNED BY MR. BRUCE PETERSON.
 MO1024'
 MO1024'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, GO WEST
 MO1024'ON STATE SECONDARY 1105 FOR 1.6 MILES TO A CROSSROAD AND THE
 MO1024'AZIMUTH MARK ON THE LEFT, IN THE SOUTHWEST ANGLE OF THE
 MO1024'INTERSECTION.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR
 MO1024'0.4 MILE TO A CATTLE GUARD AND A SIDE ROAD RIGHT.  CROSS THE
 MO1024'CATTLE GUARD AND TURN RIGHT AND GO EAST ON A DIRT ROAD FOR
 MO1024'0.05 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 MO1024'NORTH ON THE TRACK ROAD FOR 0.05 MILE TO A MICROWAVE TOWER ON
 MO1024'THE RIGHT.  TURN LEFT AND GO WEST ACROSS A PASTURE FOR 0.05
 MO1024'MILE TO THE STATION.
 MO1024'
 MO1024'STATION MARKS ARE STANDARD DISKS STAMPED BRUCE 1963.  THE
 MO1024'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1024'SURFACE OF THE GROUND.  IT IS 72 FEET SOUTHEAST OF A POWER
 MO1024'POLE, 70 FEET NORTH OF A FENCE AND 52 FEET EAST OF A FENCE.
 MO1024'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MO1024'44 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1024'
 MO1024'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRUCE NO 1 1963,
 MO1024'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1024'THE GROUND.  IT IS 56.5 FEET EAST OF THE CORNER OF A FENCE,
 MO1024'20 FEET WEST OF A GUY-ANCHOR FOR THE MICROWAVE TOWER AND 1
 MO1024'FOOT NORTH OF THE FENCE.
 MO1024'
 MO1024'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRUCE NO 2 1963,
 MO1024'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1024'THE GROUND.  IT IS 83 FEET NORTH OF THE FENCE CORNER, 13 FEET
 MO1024'SOUTH OF THE POWER POLE AND 1 FOOT EAST OF THE FENCE.
 MO1024'
 MO1024'AZIMUTH MARK, A STANDARD DISK STAMPED BRUCE 1963, IS SET IN
 MO1024'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MO1024'IT IS 61 FEET SOUTH OF THE CENTER OF STATE SECONDARY 1105,
 MO1024'55 FEET WEST OF A GRAVEL ROAD, 9.5 FEET WEST OF A POWER POLE
 MO1024'AND 2 FEET NORTHEAST OF A WITNESS POST.
 MO1024'
 MO1024'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MO1024'
 MO1024'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0447 ***********************************************************************
 PX0447  DESIGNATION -  BRUIN
 PX0447  PID         -  PX0447
 PX0447  STATE/COUNTY-  WY/PARK
 PX0447  USGS QUAD   -  FALL CREEK (1991)
 PX0447
 PX0447                         *CURRENT SURVEY CONTROL
 PX0447  ___________________________________________________________________
 PX0447* NAD 83(1993)-  44 01 25.72514(N)    109 44 34.08821(W)     ADJUSTED  
 PX0447* NAVD 88     -      3635.0    (meters)   11926.     (feet)  VERTCON   
 PX0447  ___________________________________________________________________
 PX0447  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 PX0447  GEOID HEIGHT-          -7.23  (meters)                     GEOID03
 PX0447
 PX0447  HORZ ORDER  -  THIRD
 PX0447
 PX0447.The horizontal coordinates were established by classical geodetic methods
 PX0447.and adjusted by the National Geodetic Survey in January 1997..
 PX0447
 PX0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0447
 PX0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0447
 PX0447.The geoid height was determined by GEOID03.
 PX0447
 PX0447;                    North         East     Units Scale Factor Converg.
 PX0447;SPC WYWC     -   391,874.274   520,407.795   MT  1.00001539   -0 41 24.0
 PX0447;UTM  12      - 4,875,285.915   600,754.677   MT  0.99972485   +0 52 25.6
 PX0447
 PX0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0447!SPC WYWC     -   0.99943148  x   1.00001539  =   0.99944686
 PX0447!UTM  12      -   0.99943148  x   0.99972485  =   0.99915648
 PX0447
 PX0447:                Primary Azimuth Mark                     Grid Az
 PX0447:SPC WYWC     -  YOUNTS                                   245 36 52.1
 PX0447:UTM  12      -  YOUNTS                                   244 03 02.5
 PX0447
 PX0447|---------------------------------------------------------------------|
 PX0447| PID    Reference Object                     Distance      Geod. Az  |
 PX0447|                                                           dddmmss.s |
 PX0447| OW0379 YOUNTS                              APPROX.11.0 KM 2445528.1 |
 PX0447|---------------------------------------------------------------------|
 PX0447
 PX0447                          SUPERSEDED SURVEY CONTROL
 PX0447
 PX0447  NAD 83(1986)-  44 01 25.71397(N)    109 44 34.07711(W) AD(       ) 3
 PX0447  NAD 27      -  44 01 25.87977(N)    109 44 31.46730(W) AD(       ) 3
 PX0447  NGVD 29 (07/19/86) 3633.4    (m)        11921.     (f) VERT ANG       
 PX0447
 PX0447.Superseded values are not recommended for survey control.
 PX0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0447.See file dsdata.txt to determine how the superseded data were derived.
 PX0447
 PX0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP0075575286(NAD 83)
 PX0447_MARKER: DD = SURVEY DISK
 PX0447_SETTING: 66 = SET IN ROCK OUTCROP
 PX0447_SP_SET: SET IN BEDROCK
 PX0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0447+STABILITY: POSITION/ELEVATION WELL
 PX0447
 PX0447  HISTORY     - Date     Condition        Report By
 PX0447  HISTORY     - 1954     MONUMENTED       USGS
 PX0447
 PX0447                          STATION DESCRIPTION
 PX0447
 PX0447'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0447'STATION LOCATED ABOUT 34 MI. AIR NW. OF DUBOIS, WYOMING ON THE HIGHEST
 PX0447'POINT OF HILL.
 PX0447'
 PX0447'TO REACH FROM DUBOIS GO ABOUT 9 MI. NW. ALONG U.S. HIGHWAY 287 AND GO
 PX0447'ABOUT 10 MI. NW. ALONG AN IMPROVED DIRT RD. WHICH FOLLOWS THE E. SIDE
 PX0447'OF DU NOIR CREEK, GO RIGHT N. ABOUT 2 MI. ALONG A TRACK RD. TO TRAIL
 PX0447'LAKE TO END OF TRUCK TRAVEL.  NOW VIA HORSEBACK GO ABOUT 6 MI. N.ALONG
 PX0447'TRAIL FOLLOWING E. FORK OF DU NOIR CREEK TO SHOSHONE PASS AND ABOUT 10
 PX0447'MI. N. ALONG TRAIL FOLLOWING S. FORK OF SHOSHONE RIVER TO MARSTON
 PX0447'CREEK, THENCE ABOUT 0.5 MI. WESTERLY ALONG MARSTON CREEK TRAIL UNTIL
 PX0447'YOU SEE A DIM TRAIL HEADED N., FOLLOW TRAIL BLAZED WITH A SINGLE LONG
 PX0447'SLASH, PAST THE JUNCTION OF YOUNTS AND W. FORK OF YOUNTS ALONG THE W.
 PX0447'SIDE OF RED CREEK FOR ABOUT 3 MI. THENCE AFTER TRAIL CROSSES TO THE E.
 PX0447'SIDE OF RED CREEK CONTINUE TO SMALL CLEARING WITH A TREE BLAZED BY A
 PX0447'1893 P.B.R. SURVEY PARTY, FOLLOW AN UNMARKED TRAIL NE. ALONG THE S.
 PX0447'SIDE OF A DRAIN THROUGH A LARGE SADDLE, AND CROSS COUNTRY FOLLOW THE
 PX0447'N. SIDE OF ROBINSON CREEK TO A LARGE SADDLE W. OF A CONICAL HILL,
 PX0447'CLIMB AROUND THE N. SIDE OF CONICAL HILL AND CONTINUE ALONG THE N.
 PX0447'SIDE OF THE RIDGE TO THE TOP OF THE SECOND MAIN TOP, 11 HOURS
 PX0447'HORSEBACK FROM TRAIL LAKE, HORSES MAY BE TAKEN TO THE TOP.
 PX0447'
 PX0447'STATION MARK - STANDARD TABLET SET IN BEDROCK, 0.3 FT. ABOVE GROUND.
 PX0447'STAMPED --- BRUIN 1954---.
 PX0447'
 PX0447'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0516 ***********************************************************************
 MQ0516  DESIGNATION -  BRYAN
 MQ0516  PID         -  MQ0516
 MQ0516  STATE/COUNTY-  WY/SWEETWATER
 MQ0516  USGS QUAD   -  BRYAN (1980)
 MQ0516
 MQ0516                         *CURRENT SURVEY CONTROL
 MQ0516  ___________________________________________________________________
 MQ0516* NAD 83(1993)-  41 37 12.42301(N)    109 41 32.92450(W)     ADJUSTED  
 MQ0516* NAVD 88     -      2030.3    (meters)    6661.     (feet)  VERTCON   
 MQ0516  ___________________________________________________________________
 MQ0516  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 MQ0516  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 MQ0516
 MQ0516  HORZ ORDER  -  FIRST
 MQ0516
 MQ0516.The horizontal coordinates were established by classical geodetic methods
 MQ0516.and adjusted by the National Geodetic Survey in January 1997..
 MQ0516
 MQ0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0516
 MQ0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0516
 MQ0516.The geoid height was determined by GEOID03.
 MQ0516
 MQ0516;                    North         East     Units Scale Factor Converg.
 MQ0516;SPC WYWC     -   124,816.040   521,456.680   MT  1.00001339   -0 37 33.7
 MQ0516;UTM  12      - 4,608,425.306   608,928.565   MT  0.99974602   +0 52 06.7
 MQ0516
 MQ0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0516!SPC WYWC     -   0.99968400  x   1.00001339  =   0.99969739
 MQ0516!UTM  12      -   0.99968400  x   0.99974602  =   0.99943010
 MQ0516
 MQ0516|---------------------------------------------------------------------|
 MQ0516| PID    Reference Object                     Distance      Geod. Az  |
 MQ0516|                                                           dddmmss.s |
 MQ0516| MQ0517 T19N R10S SECS 14 15 22 23           29.326 METERS 05845     |
 MQ0516| CP4603 BRYAN RM 2                           19.935 METERS 06521     |
 MQ0516| CP4601 BRYAN AZ MK                                        1121751.8 |
 MQ0516| MQ0497 MICROWAVE STA 4 MI S GREEN R        APPROX.23.8 KM 1320904.2 |
 MQ0516| CP4602 BRYAN RM 1                           23.227 METERS 34802     |
 MQ0516|---------------------------------------------------------------------|
 MQ0516
 MQ0516                          SUPERSEDED SURVEY CONTROL
 MQ0516
 MQ0516  NAD 83(1986)-  41 37 12.41449(N)    109 41 32.91622(W) AD(       ) 1
 MQ0516  NAD 27      -  41 37 12.56070(N)    109 41 30.40000(W) AD(       ) 1
 MQ0516  NGVD 29 (07/19/86) 2029.0    (m)         6657.     (f) VERT ANG       
 MQ0516
 MQ0516.Superseded values are not recommended for survey control.
 MQ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0516.See file dsdata.txt to determine how the superseded data were derived.
 MQ0516
 MQ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM0892908425(NAD 83)
 MQ0516_MARKER: DS = TRIANGULATION STATION DISK
 MQ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0516
 MQ0516  HISTORY     - Date     Condition        Report By
 MQ0516  HISTORY     - 1962     MONUMENTED       CGS
 MQ0516
 MQ0516                          STATION DESCRIPTION
 MQ0516
 MQ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0516'STATION IS ON THE WESTERN EDGE OF A HIGH RIDGE, BETWEEN THE
 MQ0516'GREEN RIVER AND BLACKS FORK RIVER.  IT IS ABOUT 12 MILES WEST
 MQ0516'AND 6-1/2 MILES NORTH OF GREEN RIVER, 10 MILES NORTHEAST OF
 MQ0516'LITTLE AMERICA AND 3-1/4 MILES NORTH OF BRYAN.
 MQ0516'
 MQ0516'TO REACH FROM LITTLE AMERICA.  GO EAST ON U.S. HIGHWAY 30 FOR
 MQ0516'8.2 MILES TO THE BLACKS FORK RIVER BRIDGE.  CONTINUE AHEAD,
 MQ0516'EAST ON THE HIGHWAY FOR 5.2 MILES TO THE JUNCTION OF WYOMING 1906
 MQ0516'SECONDARY.  TURN LEFT, NORTH ON WYOMING 1906 SECONDARY HIGHWAY FOR
 MQ0516'6.2 MILES TO A TRACK ROAD LEFT AT THE TOP OF THE DIVIDE.  TURN
 MQ0516'LEFT, WESTERLY ON TRACK ROAD FOR 0.3 MILE TO A FORK.  TAKE THE
 MQ0516'RIGHT FORK, WEST ON TRACK ROAD FOR 0.15 MILE TO THE AZIMUTH
 MQ0516'MARK ON THE LEFT.  CONTINUE AHEAD, WESTERLY ON TRACK ROAD FOR
 MQ0516'0.85 MILE TO A FORK.  TAKE THE LEFT FORK, WEST ON TRACK ROAD
 MQ0516'FOR 0.25 MILE TO THE HIGHEST POINT AND STATION.
 MQ0516'
 MQ0516'STATION MARK IS A STANDARD DISK, STAMPED BRYAN 1962, SET IN
 MQ0516'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 MQ0516'IT IS 20 FEET EAST OF THE WEST EDGE OF THE RIDGE, 15 FEET NORTH
 MQ0516'OF THE SOUTHEAST EDGE OF THE RIDGE AND 4.7 FEET SOUTHEAST OF A
 MQ0516'WITNESS POST.
 MQ0516'
 MQ0516'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRYAN NO 1 1962,
 MQ0516'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0516'2 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0516'
 MQ0516'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRYAN NO 2 1962,
 MQ0516'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0516'4 INCHES.  IT IS 6 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE AND
 MQ0516'ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0516'
 MQ0516'T 19 N R 10 S S 15 S 14 S 22 S 23 (USGLO) IS A U.S. GENERAL LAND
 MQ0516'OFFICE SURVEY DISK, STAMPED T 19 N R 10 S S 15 S 14 S 22 S 23
 MQ0516'1912, BRADDED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING
 MQ0516'18 INCHES.  IT IS 18 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE
 MQ0516'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 MQ0516'
 MQ0516'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRYAN 1962, SET IN THE
 MQ0516'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 MQ0516'IS 36 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE TRACK ROAD
 MQ0516'AND 2.8 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0520 ***********************************************************************
 NR0520  DESIGNATION -  BSABS 1
 NR0520  PID         -  NR0520
 NR0520  STATE/COUNTY-  WY/NATRONA
 NR0520  USGS QUAD   -  BEAR MOUNTAIN (1982)
 NR0520
 NR0520                         *CURRENT SURVEY CONTROL
 NR0520  ___________________________________________________________________
 NR0520* NAD 83(1993)-  42 28 36.25392(N)    106 30 44.64883(W)     ADJUSTED  
 NR0520* NAVD 88     -      1995.0    (meters)    6545.     (feet)  VERTCON   
 NR0520  ___________________________________________________________________
 NR0520  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 NR0520  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 NR0520
 NR0520  HORZ ORDER  -  THIRD
 NR0520
 NR0520.The horizontal coordinates were established by classical geodetic methods
 NR0520.and adjusted by the National Geodetic Survey in January 1997..
 NR0520
 NR0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0520
 NR0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0520
 NR0520.The geoid height was determined by GEOID03.
 NR0520
 NR0520;                    North         East     Units Scale Factor Converg.
 NR0520;SPC WYEC     -   319,855.945   467,500.704   MT  0.99999354   +0 33 15.8
 NR0520;UTM  13      - 4,703,818.130   375,684.389   MT  0.99979014   -1 01 17.2
 NR0520
 NR0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0520!SPC WYEC     -   0.99968916  x   0.99999354  =   0.99968271
 NR0520!UTM  13      -   0.99968916  x   0.99979014  =   0.99947937
 NR0520
 NR0520:                Primary Azimuth Mark                     Grid Az
 NR0520:SPC WYEC     -  BEAR                                     207 26 31.4
 NR0520:UTM  13      -  BEAR                                     209 01 04.4
 NR0520
 NR0520|---------------------------------------------------------------------|
 NR0520| PID    Reference Object                     Distance      Geod. Az  |
 NR0520|                                                           dddmmss.s |
 NR0520| NR0514 BEAR                                APPROX. 5.1 KM 2075947.2 |
 NR0520|---------------------------------------------------------------------|
 NR0520
 NR0520                          SUPERSEDED SURVEY CONTROL
 NR0520
 NR0520  NAD 83(1986)-  42 28 36.23990(N)    106 30 44.63667(W) AD(       ) 3
 NR0520  NGVD 29 (09/08/93) 1994.0    (m)         6542.     (f) VERT ANG       
 NR0520
 NR0520.Superseded values are not recommended for survey control.
 NR0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0520.See file dsdata.txt to determine how the superseded data were derived.
 NR0520
 NR0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH7568403818(NAD 83)
 NR0520_MARKER: DD = SURVEY DISK
 NR0520_SETTING: 0 = UNSPECIFIED SETTING
 NR0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0520
 NR0520  HISTORY     - Date     Condition        Report By
 NR0520  HISTORY     - 1948     MONUMENTED       USGS
 NR0520
 NR0520                          STATION DESCRIPTION
 NR0520
 NR0520'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0520'STATION IS LOCATED ABOUT 1 MI. E. OF LINDSEY RANCH HOUSE, 50 FT. E.
 NR0520'OF CLIFF ON MESA, 18 MI. E. OF BRIDGE OVER N. PLATTE ON HIGHWAY 220.
 NR0520'
 NR0520'TO REACH FROM POST OFFICE IN ALCOVA, GO NE. ON HIGHWAY 220 8.85 MI.
 NR0520'TO STEEL BRIDGE OVER N. PLATTE, THENCE 0.2 MI. TO DIRT RD. RIGHT,
 NR0520'TURN RIGHT AND FOLLOW MAIN RD. 5.0 MI. TO JUNCTION OF MAIN RDS., TAKE
 NR0520'LEFT AND FOLLOW MAIN RD. 11.35 MI. TO ENTRANCE TO LINDSEY RANCH, GO
 NR0520'THRU GATE AND FOLLOW MAIN TRAIL TO RANCH HOUSE, TURN LEFT AROUND MAIN
 NR0520'DWELLING AND FOLLOW TRAIL 0.9 MI. TO FENCE, CONTINUE THRU GATE (CROSS
 NR0520'DEEP DRAIN) 0.35 MI. TO TOP OF HILL AND TRAIL FORK, TAKE LEFT 0.35
 NR0520'MI. TO TRAIL FORK, KEEP STRAIGHT LEFT 0.25 MI. TO TELEPHONE LINE
 NR0520'CROSSING TRAIL, THENCE 0.3 MI. ALONG TRAIL, THENCE LEFT 0.1 MI. TO
 NR0520'EDGE OF MESA AND STATION SITE.
 NR0520'
 NR0520'STATION MARK--STANDARD CAP SET IN CONCRETE POST PROJECTING 4 IN.,
 NR0520'STAMPED---BSABS-1 1948 6527---.
 NR0520'
 NR0520'REFERENCE MARK NO. 1--ARROW CHISELED IN LARGE BOULDER 3 FT. ABOVE
 NR0520'GROUND AND IS 128 FT. S. OF STATION, N 00 DEGREE 32 MINUTES, NW.
 NR0520'
 NR0520'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER SET IN CONCRETE
 NR0520'POST PROJECTING 5 IN. AND IS 40 FT. N. OF STATION, N 00 DEGREE
 NR0520'26 MINUTES, SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0541 ***********************************************************************
 NQ0541  DESIGNATION -  BSCB 1
 NQ0541  PID         -  NQ0541
 NQ0541  STATE/COUNTY-  WY/CONVERSE
 NQ0541  USGS QUAD   -  SHAWNEE (1961)
 NQ0541
 NQ0541                         *CURRENT SURVEY CONTROL
 NQ0541  ___________________________________________________________________
 NQ0541* NAD 83(1993)-  42 37 57.53338(N)    105 05 46.26968(W)     ADJUSTED  
 NQ0541* NAVD 88     -      1511.     (meters)    4957.     (feet)  VERTCON   
 NQ0541  ___________________________________________________________________
 NQ0541  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 NQ0541  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NQ0541
 NQ0541  HORZ ORDER  -  THIRD
 NQ0541
 NQ0541.The horizontal coordinates were established by classical geodetic methods
 NQ0541.and adjusted by the National Geodetic Survey in January 1997..
 NQ0541
 NQ0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0541
 NQ0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0541
 NQ0541.The geoid height was determined by GEOID03.
 NQ0541
 NQ0541;                    North         East     Units Scale Factor Converg.
 NQ0541;SPC WY E     -   236,849.930   205,780.817   MT  0.99993791   +0 02 51.9
 NQ0541;UTM  13      - 4,720,026.796   492,113.493   MT  0.99960077   -0 03 54.5
 NQ0541
 NQ0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0541!SPC WY E     -   0.99976534  x   0.99993791  =   0.99970326
 NQ0541!UTM  13      -   0.99976534  x   0.99960077  =   0.99936620
 NQ0541
 NQ0541:                Primary Azimuth Mark                     Grid Az
 NQ0541:SPC WY E     -  CONVEX                                   109 45 24.0
 NQ0541:UTM  13      -  CONVEX                                   109 52 10.4
 NQ0541
 NQ0541|---------------------------------------------------------------------|
 NQ0541| PID    Reference Object                     Distance      Geod. Az  |
 NQ0541|                                                           dddmmss.s |
 NQ0541| NQ0544 CONVEX                              APPROX. 5.3 KM 1094815.9 |
 NQ0541|---------------------------------------------------------------------|
 NQ0541
 NQ0541                          SUPERSEDED SURVEY CONTROL
 NQ0541
 NQ0541  NAD 83(1986)-  42 37 57.51199(N)    105 05 46.25883(W) AD(       ) 3
 NQ0541  NAD 27      -  42 37 57.62650(N)    105 05 44.35224(W) AD(       ) 3
 NQ0541  NGVD 29 (07/19/86) 1510.     (m)         4954.     (f) VERT ANG       
 NQ0541
 NQ0541.Superseded values are not recommended for survey control.
 NQ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0541.See file dsdata.txt to determine how the superseded data were derived.
 NQ0541
 NQ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9211320027(NAD 83)
 NQ0541_MARKER: DD = SURVEY DISK
 NQ0541_SETTING: 0 = UNSPECIFIED SETTING
 NQ0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0541
 NQ0541  HISTORY     - Date     Condition        Report By
 NQ0541  HISTORY     - 1948     MONUMENTED       USGS
 NQ0541
 NQ0541                          STATION DESCRIPTION
 NQ0541
 NQ0541'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0541'LOCATED ON APPROXIMATELY THE HIGHEST POINT OF ERODED CHALK CLIFF
 NQ0541'ABOUT 6.00 MI. SE. OF ORIN.  ON E. SIDE OF NORTH PLATTE RIVER.
 NQ0541'LOCATED APPROXIMATELY IN SEC. 23, T 31 N, R 69 W.
 NQ0541'
 NQ0541'TO REACH FROM ORIN, FROM ORIN POST OFFICE, GO SE. ON U.S. HIGHWAY 87
 NQ0541'FOR 3.40 MI. TO T-RD. NE. TO MCKINLEY, TURN LEFT (NE.) AND GO 0.75
 NQ0541'MI., CROSSING NORTH PLATTE RIVER TO MCKINLEY POST OFFICE.  CONTINUE
 NQ0541'THRU YARD AND ACROSS IRRIGATION CANAL.  CONTINUE IN A SE. DIRECTION
 NQ0541'ON MAIN TRAIL FOR 2.80 MI. TO DESERTED RANCH HOUSE, CONTINUE THRU
 NQ0541'YARD AND GO 0.30 MI. TO END OF AUTO TRAVEL AT TRAIL.  FOLLOW TRAIL
 NQ0541'N. ABOUT 3/4 MI. TO HIGH POINT ON RIDGE AND STATION.
 NQ0541'
 NQ0541'STATION MARK--STANDARD TABLET STAMPED ---B S C B-1 1948--- SET IN
 NQ0541'PIPE.
 NQ0541'
 NQ0541'REFERENCE MARK NO. 1--3/4 IN. IRON PIPE EXTENDING 6.00 FT. ABOVE
 NQ0541'GROUND, S 75 DEG 27 MIN E, 42.50
 NQ0541'FT. FROM STATION MARK.
 NQ0541'
 NQ0541'REFERENCE MARK NO. 2--3/4 IN. IRON PIPE EXTENDING 6.00 FT. ABOVE
 NQ0541'GROUND, S 14 DEG 39 MIN W, 41.10
 NQ0541'FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0413 ***********************************************************************
 OU0413  DESIGNATION -  BSFM 1
 OU0413  PID         -  OU0413
 OU0413  STATE/COUNTY-  WY/CONVERSE
 OU0413  USGS QUAD   -  BOBBY DRAW (1984)
 OU0413
 OU0413                         *CURRENT SURVEY CONTROL
 OU0413  ___________________________________________________________________
 OU0413* NAD 83(1993)-  43 00 07.29141(N)    105 25 58.60344(W)     ADJUSTED  
 OU0413* NAVD 88     -      1630.     (meters)    5348.     (feet)  VERTCON   
 OU0413  ___________________________________________________________________
 OU0413  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 OU0413  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 OU0413
 OU0413  HORZ ORDER  -  THIRD
 OU0413
 OU0413.The horizontal coordinates were established by classical geodetic methods
 OU0413.and adjusted by the National Geodetic Survey in January 1997..
 OU0413
 OU0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0413
 OU0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0413
 OU0413.The geoid height was determined by GEOID03.
 OU0413
 OU0413;                    North         East     Units Scale Factor Converg.
 OU0413;SPC WY E     -   277,913.178   178,289.439   MT  0.99994330   -0 10 53.8
 OU0413;UTM  13      - 4,761,130.642   464,712.469   MT  0.99961532   -0 17 43.0
 OU0413
 OU0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0413!SPC WY E     -   0.99974678  x   0.99994330  =   0.99969009
 OU0413!UTM  13      -   0.99974678  x   0.99961532  =   0.99936219
 OU0413
 OU0413:                Primary Azimuth Mark                     Grid Az
 OU0413:SPC WY E     -  BLUE                                     263 15 21.8
 OU0413:UTM  13      -  BLUE                                     263 22 11.0
 OU0413
 OU0413|---------------------------------------------------------------------|
 OU0413| PID    Reference Object                     Distance      Geod. Az  |
 OU0413|                                                           dddmmss.s |
 OU0413| NQ0591 BLUE                                APPROX. 4.8 KM 2630428.0 |
 OU0413|---------------------------------------------------------------------|
 OU0413
 OU0413                          SUPERSEDED SURVEY CONTROL
 OU0413
 OU0413  NAD 83(1986)-  43 00 07.27084(N)    105 25 58.58793(W) AD(       ) 3
 OU0413  NAD 27      -  43 00 07.38966(N)    105 25 56.63994(W) AD(       ) 3
 OU0413  NGVD 29 (07/19/86) 1629.     (m)         5344.     (f) VERT ANG       
 OU0413
 OU0413.Superseded values are not recommended for survey control.
 OU0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0413.See file dsdata.txt to determine how the superseded data were derived.
 OU0413
 OU0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6471261131(NAD 83)
 OU0413_MARKER: DD = SURVEY DISK
 OU0413_SETTING: 0 = UNSPECIFIED SETTING
 OU0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0413
 OU0413  HISTORY     - Date     Condition        Report By
 OU0413  HISTORY     - 1948     MONUMENTED       USGS
 OU0413
 OU0413                          STATION DESCRIPTION
 OU0413
 OU0413'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OU0413'LOCATED ON S. END OF A N-S. RIDGE ABOUT 7.5 MI. W. OF STATE HIGHWAY 87
 OU0413'AND ABOUT 3.5 MI. S. OF J. R. MORTONS BOX CREEK RANCH.
 OU0413'
 OU0413'TO REACH FROM DOUGLAS, AT FOURTH AND CENTER STREETS, GO N. ON STATE
 OU0413'HIGHWAY 87 FOR 6.20 MI. TO Y-RD. N., TAKE LEFT FORK (N.) ON Y-RD. AND
 OU0413'CONTINUE N. FOR 8.1 MI. TO DIM CROSSROADS, THENCE W. AND NW. FOR 0.8
 OU0413'MI., THENCE N. 7.1 MI. TO WOODEN BRIDGE OVER LIGHTNING CREEK, THENCE
 OU0413'TO Y-RD. NW. ABOUT 200 FT. N. OF BRIDGE, TAKE LEFT FORK (NW.) AND
 OU0413'CONTINUE IN A NORTHERLY DIRECTION FOR 4.7 MI. TO BOX CREEK, THENCE S.
 OU0413'FOR 3.2 MI., LEAVE RD. AND GO W. 0.30 MI. TO TOP OF RIDGE AND STATION.
 OU0413'
 OU0413'STATION MARK--STANDARD TABLET STAMPED ---BSFM-1-1948--- SET IN
 OU0413'CONCRETE POST.
 OU0413'
 OU0413'REFERENCE MARK NO. 1--3/4 IN. IRON PIPE EXTENDING 8.0 IN. ABOVE
 OU0413'GROUND, BEING S 49 DEG 41 MIN W,
 OU0413'30.8 FT. FROM STATION MARK.
 OU0413'
 OU0413'REFERENCE MARK NO. 2--3/4 IN. IRON PIPE EXTENDING 8.0 IN. ABOVE
 OU0413'GROUND, BEING N 08 DEG 18 MIN W,
 OU0413'25.55 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0399 ***********************************************************************
 NR0399  DESIGNATION -  BSGA 1
 NR0399  PID         -  NR0399
 NR0399  STATE/COUNTY-  WY/NATRONA
 NR0399  USGS QUAD   -  HORSE CREEK SPRINGS (1984)
 NR0399
 NR0399                         *CURRENT SURVEY CONTROL
 NR0399  ___________________________________________________________________
 NR0399* NAD 83(1993)-  42 37 42.99720(N)    107 00 35.72312(W)     ADJUSTED  
 NR0399* NAVD 88     -      1879.2    (meters)    6165.     (feet)  VERTCON   
 NR0399  ___________________________________________________________________
 NR0399  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 NR0399  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 NR0399
 NR0399  HORZ ORDER  -  THIRD
 NR0399
 NR0399.The horizontal coordinates were established by classical geodetic methods
 NR0399.and adjusted by the National Geodetic Survey in January 1997..
 NR0399
 NR0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0399
 NR0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0399
 NR0399.The geoid height was determined by GEOID03.
 NR0399
 NR0399;                    North         East     Units Scale Factor Converg.
 NR0399;SPC WYEC     -   336,449.711   426,527.809   MT  0.99994615   +0 13 08.5
 NR0399;UTM  13      - 4,721,532.129   335,188.403   MT  0.99993420   -1 21 41.4
 NR0399
 NR0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0399!SPC WYEC     -   0.99970729  x   0.99994615  =   0.99965345
 NR0399!UTM  13      -   0.99970729  x   0.99993420  =   0.99964151
 NR0399
 NR0399:                Primary Azimuth Mark                     Grid Az
 NR0399:SPC WYEC     -  BLACKROCK                                230 41 20.1
 NR0399:UTM  13      -  BLACKROCK                                232 16 10.0
 NR0399
 NR0399|---------------------------------------------------------------------|
 NR0399| PID    Reference Object                     Distance      Geod. Az  |
 NR0399|                                                           dddmmss.s |
 NR0399| NR0402 BLACKROCK                           APPROX. 3.0 KM 2305428.6 |
 NR0399|---------------------------------------------------------------------|
 NR0399
 NR0399                          SUPERSEDED SURVEY CONTROL
 NR0399
 NR0399  NAD 83(1986)-  42 37 42.98667(N)    107 00 35.70968(W) AD(       ) 3
 NR0399  NAD 27      -  42 37 43.13372(N)    107 00 33.51669(W) AD(       ) 3
 NR0399  NGVD 29 (07/19/86) 1878.3    (m)         6162.     (f) VERT ANG       
 NR0399
 NR0399.Superseded values are not recommended for survey control.
 NR0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0399.See file dsdata.txt to determine how the superseded data were derived.
 NR0399
 NR0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH3518821532(NAD 83)
 NR0399_MARKER: DD = SURVEY DISK
 NR0399_SETTING: 0 = UNSPECIFIED SETTING
 NR0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0399
 NR0399  HISTORY     - Date     Condition        Report By
 NR0399  HISTORY     - 1948     MONUMENTED       USGS
 NR0399
 NR0399                          STATION DESCRIPTION
 NR0399
 NR0399'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0399'STATION LOCATED ABOUT 16 MI. W. OF ALCOVA, 6 MI. N. OF HIGHWAY 220.
 NR0399'
 NR0399'TO REACH FROM ALCOVA POST OFFICE, GO SW. ON HIGHWAY 220 15.9 MI. TO
 NR0399'2 MAIL BOXES ON RIGHT MARKED --U.C. RANCH-- AND --SANFORD RANCH--.
 NR0399'TURN RIGHT AND GO THRU CATTLEGUARD AND CONTINUE 1.1 MI. TO SECOND
 NR0399'CATTLEGUARD, THEN TAKE DIM LEFT FORK 50 FT. BEYOND CATTLEGUARD.
 NR0399'CONTINUE 0.5 MI. TO GATE, GO THRU GATE AND 1.1 MI. TO GATE, GO THRU
 NR0399'GATE AND 1.5 MI. TO GATE.  TURN LEFT BEFORE GOING THRU GATE AND FOLLOW
 NR0399'ON LEFT SIDE OF FENCE ON TRAIL 1.1 MI. TO FENCE CORNER AND STATION.
 NR0399'
 NR0399'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING 6
 NR0399'IN. ABOVE GROUND, STAMPED ---BSGA-1 1948---.
 NR0399'
 NR0399'REFERENCE MARK NO. 1--STANDARD COPPER NAIL AND WASHER IN CONCRETE
 NR0399'POST PROJECTING 4 IN., 58.51 FT. N. OF STATION, S 01 DEG 14 MIN E.
 NR0399'
 NR0399'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER IN CONCRETE
 NR0399'POST PROJECTING 6 IN., 55.51 FT. E. OF STATION, N 86 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0341 ***********************************************************************
 NR0341  DESIGNATION -  BSHMB 2
 NR0341  PID         -  NR0341
 NR0341  STATE/COUNTY-  WY/CONVERSE
 NR0341  USGS QUAD   -  PRATTS SODA LAKES (1984)
 NR0341
 NR0341                         *CURRENT SURVEY CONTROL
 NR0341  ___________________________________________________________________
 NR0341* NAD 83(1993)-  42 52 47.22117(N)    106 07 45.32816(W)     ADJUSTED  
 NR0341* NAVD 88     -      1605.     (meters)    5266.     (feet)  VERTCON   
 NR0341  ___________________________________________________________________
 NR0341  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 NR0341  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NR0341
 NR0341  HORZ ORDER  -  THIRD
 NR0341
 NR0341.The horizontal coordinates were established by classical geodetic methods
 NR0341.and adjusted by the National Geodetic Survey in January 1997..
 NR0341
 NR0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0341
 NR0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0341
 NR0341.The geoid height was determined by GEOID03.
 NR0341
 NR0341;                    North         East     Units Scale Factor Converg.
 NR0341;SPC WY E     -   264,749.114   121,361.173   MT  1.00001355   -0 39 18.1
 NR0341;UTM  13      - 4,748,083.583   407,776.364   MT  0.99970463   -0 46 06.5
 NR0341
 NR0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0341!SPC WY E     -   0.99975048  x   1.00001355  =   0.99976403
 NR0341!UTM  13      -   0.99975048  x   0.99970463  =   0.99945518
 NR0341
 NR0341:                Primary Azimuth Mark                     Grid Az
 NR0341:SPC WY E     -  BLOCK                                    179 03 12.0
 NR0341:UTM  13      -  BLOCK                                    179 10 00.4
 NR0341
 NR0341|---------------------------------------------------------------------|
 NR0341| PID    Reference Object                     Distance      Geod. Az  |
 NR0341|                                                           dddmmss.s |
 NR0341| NR0339 BLOCK                               APPROX. 3.7 KM 1782353.9 |
 NR0341|---------------------------------------------------------------------|
 NR0341
 NR0341                          SUPERSEDED SURVEY CONTROL
 NR0341
 NR0341  NAD 83(1986)-  42 52 47.20571(N)    106 07 45.30810(W) AD(       ) 3
 NR0341  NAD 27      -  42 52 47.32932(N)    106 07 43.24662(W) AD(       ) 3
 NR0341  NGVD 29 (07/19/86) 1604.     (m)         5262.     (f) VERT ANG       
 NR0341
 NR0341.Superseded values are not recommended for survey control.
 NR0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0341.See file dsdata.txt to determine how the superseded data were derived.
 NR0341
 NR0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH0777648084(NAD 83)
 NR0341_MARKER: DD = SURVEY DISK
 NR0341_SETTING: 0 = UNSPECIFIED SETTING
 NR0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0341
 NR0341  HISTORY     - Date     Condition        Report By
 NR0341  HISTORY     - 1948     MONUMENTED       USGS
 NR0341
 NR0341                          STATION DESCRIPTION
 NR0341
 NR0341'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0341'TO REACH STATION FROM POST OFFICE AT GLENROCK, GO W. ON U.S. HIGHWAYS
 NR0341'87 AND 20 FOR 10.5 MI. TO CROSSROAD, THENCE RIGHT (N.) 1.2 MI. TO
 NR0341'T-RD., THENCE LEFT (W.) 3.9 MI. TO WHERE RD. TURNS W. AND A DIM TRAIL
 NR0341'BEARING NW., THENCE RIGHT (NW.) ON TRAIL 0.35 MI. TO INTERSECTION WITH
 NR0341'TRAIL FROM SW.  STATION IS 765.7 FT. W-SW. OF TRAIL FORKS, ON E. SLOPE
 NR0341'OF SMALL RIDGE.
 NR0341'
 NR0341'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST 2 IN. ABOVE
 NR0341'GROUND, STAMPED ---BSHMB-2 1948---.
 NR0341'
 NR0341'REFERENCE MARK NO. 1--A 3/4 IN. PIPE 3 IN. ABOVE GROUND, 45.93 FT. N.
 NR0341'OF STATION, S 21 DEG 46 MIN E, FROM
 NR0341'STATION.
 NR0341'
 NR0341'REFERENCE MARK NO. 2--A 3/4 IN. PIPE 4 IN. ABOVE GROUND, 33.58 FT. SE.
 NR0341'OF STATION, N 62 DEG 02 MIN W, FROM
 NR0341'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0549 ***********************************************************************
 NQ0549  DESIGNATION -  BTOC 1
 NQ0549  PID         -  NQ0549
 NQ0549  STATE/COUNTY-  WY/CONVERSE
 NQ0549  USGS QUAD   -  CEDAR HILL (1949)
 NQ0549
 NQ0549                         *CURRENT SURVEY CONTROL
 NQ0549  ___________________________________________________________________
 NQ0549* NAD 83(1993)-  42 37 28.69246(N)    105 11 02.99277(W)     ADJUSTED  
 NQ0549* NAVD 88     -      1511.     (meters)    4957.     (feet)  VERTCON   
 NQ0549  ___________________________________________________________________
 NQ0549  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 NQ0549  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 NQ0549
 NQ0549  HORZ ORDER  -  THIRD
 NQ0549
 NQ0549.The horizontal coordinates were established by classical geodetic methods
 NQ0549.and adjusted by the National Geodetic Survey in January 1997..
 NQ0549
 NQ0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0549
 NQ0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0549
 NQ0549.The geoid height was determined by GEOID03.
 NQ0549
 NQ0549;                    North         East     Units Scale Factor Converg.
 NQ0549;SPC WY E     -   235,957.779   198,564.632   MT  0.99993753   -0 00 42.7
 NQ0549;UTM  13      - 4,719,149.158   484,897.989   MT  0.99960281   -0 07 29.0
 NQ0549
 NQ0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0549!SPC WY E     -   0.99976532  x   0.99993753  =   0.99970286
 NQ0549!UTM  13      -   0.99976532  x   0.99960281  =   0.99936822
 NQ0549
 NQ0549:                Primary Azimuth Mark                     Grid Az
 NQ0549:SPC WY E     -  BONA                                     191 33 01.2
 NQ0549:UTM  13      -  BONA                                     191 39 47.5
 NQ0549
 NQ0549|---------------------------------------------------------------------|
 NQ0549| PID    Reference Object                     Distance      Geod. Az  |
 NQ0549|                                                           dddmmss.s |
 NQ0549| NQ0548 BONA                                APPROX. 3.5 KM 1913218.5 |
 NQ0549|---------------------------------------------------------------------|
 NQ0549
 NQ0549                          SUPERSEDED SURVEY CONTROL
 NQ0549
 NQ0549  NAD 83(1986)-  42 37 28.67133(N)    105 11 02.98152(W) AD(       ) 3
 NQ0549  NAD 27      -  42 37 28.78536(N)    105 11 01.06176(W) AD(       ) 3
 NQ0549  NGVD 29 (07/19/86) 1510.     (m)         4954.     (f) VERT ANG       
 NQ0549
 NQ0549.Superseded values are not recommended for survey control.
 NQ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0549.See file dsdata.txt to determine how the superseded data were derived.
 NQ0549
 NQ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8489819149(NAD 83)
 NQ0549_MARKER: DD = SURVEY DISK
 NQ0549_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0549_SP_SET: SET IN ROCK OUTCROP
 NQ0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0549+STABILITY: POSITION/ELEVATION WELL
 NQ0549
 NQ0549  HISTORY     - Date     Condition        Report By
 NQ0549  HISTORY     - 1948     MONUMENTED       USGS
 NQ0549
 NQ0549                          STATION DESCRIPTION
 NQ0549
 NQ0549'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0549'LOCATED ON ROCKY KNOLL ON MESA, ABOUT 2.30 MI. S. OF ORIN JUNCTION.
 NQ0549'LOCATED APPROXIMATELY ON THE N. EDGE SEC. 31, T 31 N, R 69 W.
 NQ0549'
 NQ0549'TO REACH FROM ORIN JUNCTION, FROM POST OFFICE AT ORIN JUNCTION, GO SE.
 NQ0549'ON U.S. HIGHWAY 87 FOR 2.80 MI., TURN RIGHT ACROSS RAILROAD TRACKS AND
 NQ0549'CATTLEGUARD AND GO SW. 0.40 MI. TO GATE IN FENCE, GO THRU GATE AND
 NQ0549'TURN RIGHT, GO 0.10 MI. TO RD. SW. UP DRAIN, GO UP DRAIN FOR 1.50 MI.,
 NQ0549'THENCE W. UP DRAIN, 0.60 MI. TO GATE IN FENCE ON TOP OF MESA.  GO THRU
 NQ0549'GATE, TURN RIGHT AND GO 0.25 MI. TO CROSSROADS, TURN RIGHT (N.) AT
 NQ0549'CROSSROADS AND GO 0.25 MI. TO GATE IN E-W. FENCE, CONTINUE N. 0.25 MI.
 NQ0549'TO TOP OF SMALL RIDGE, THENCE SW. 0.30 MI. TO KNOLL AND STATION.
 NQ0549'
 NQ0549'STATION MARK--STANDARD TABLET STAMPED ---BTOC-1 1948--- SET IN ROCK.
 NQ0549'
 NQ0549'REFERENCE MARK--1-1/4 IN. IRON PIPE EXTENDING 8 IN. ABOVE GROUND,
 NQ0549'BEING N 46 DEG 13 MIN E, 26.30 FT.
 NQ0549'FROM STATION MARK.
 NQ0549'
 NQ0549'REFERENCE MARK NO. 2--1-1/4 IN. IRON PIPE EXTENDING 8 IN. ABOVE
 NQ0549'GROUND, BEING S 33 DEG 58 MIN E,
 NQ0549'22.85 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0266 ***********************************************************************
 NQ0266  DESIGNATION -  BTSC 1
 NQ0266  PID         -  NQ0266
 NQ0266  STATE/COUNTY-  WY/CONVERSE
 NQ0266  USGS QUAD   -  ORIN (1949)
 NQ0266
 NQ0266                         *CURRENT SURVEY CONTROL
 NQ0266  ___________________________________________________________________
 NQ0266* NAD 83(1986)-  42 38 14.     (N)    105 08 51.     (W)     SCALED    
 NQ0266* NAVD 88     -      1423.787  (meters)    4671.21   (feet)  ADJUSTED  
 NQ0266  ___________________________________________________________________
 NQ0266  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NQ0266  DYNAMIC HT  -        1422.926 (meters)    4668.38  (feet)  COMP
 NQ0266  MODELED GRAV-     979,967.0   (mgal)                       NAVD 88
 NQ0266
 NQ0266  VERT ORDER  -  FIRST     CLASS II
 NQ0266
 NQ0266.The horizontal coordinates were scaled from a topographic map and have
 NQ0266.an estimated accuracy of +/- 6 seconds.
 NQ0266
 NQ0266.The orthometric height was determined by differential leveling
 NQ0266.and adjusted by the National Geodetic Survey in June 1991..
 NQ0266
 NQ0266.The geoid height was determined by GEOID03.
 NQ0266
 NQ0266.The dynamic height is computed by dividing the NAVD 88
 NQ0266.geopotential number by the normal gravity value computed on the
 NQ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0266.degrees latitude (g = 980.6199 gals.).
 NQ0266
 NQ0266.The modeled gravity was interpolated from observed gravity values.
 NQ0266
 NQ0266;                    North         East    Units  Estimated Accuracy
 NQ0266;SPC WY E     -   237,360.      201,570.      MT  (+/- 180 meters Scaled)
 NQ0266
 NQ0266                          SUPERSEDED SURVEY CONTROL
 NQ0266
 NQ0266  NGVD 29 (??/??/92) 1422.98   (m)         4668.6    (f) COMPUTED    1 2
 NQ0266
 NQ0266.Superseded values are not recommended for survey control.
 NQ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0266.See file dsdata.txt to determine how the superseded data were derived.
 NQ0266
 NQ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH879205(NAD 83)
 NQ0266_MARKER: DD = SURVEY DISK
 NQ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0266_STAMPING: B T S C-1 1948
 NQ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0266+STABILITY: SURFACE MOTION
 NQ0266
 NQ0266  HISTORY     - Date     Condition        Report By
 NQ0266  HISTORY     - 1948     MONUMENTED       USGS
 NQ0266  HISTORY     - 1956     GOOD             NGS
 NQ0266
 NQ0266                          STATION DESCRIPTION
 NQ0266
 NQ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0266'2.6 MI SE FROM ORIN.
 NQ0266'2.55 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0266'RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILROAD STATION
 NQ0266'AT ORIN, AT A ROAD CROSSING, 146.5 FEET SOUTHWEST OF THE CENTER
 NQ0266'LINE OF U.S. HIGHWAY 87, 43.5 FEET SOUTHWEST OF THE SOUTHWEST
 NQ0266'RAIL, 36 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 3.9
 NQ0266'FEET NORTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A WITNESS POST,
 NQ0266'110.5 FEET NORTHWEST OF BENCH MARK J F 24 (U.S.G.S.), SET IN THE
 NQ0266'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 NQ0266'IN THE SOUTHEAST 1/4 OF SECTION 20, TOWNSHIP 31 NORTH, RANGE
 NQ0266'69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0257 ***********************************************************************
 NS0257  DESIGNATION -  BUCK
 NS0257  PID         -  NS0257
 NS0257  STATE/COUNTY-  WY/FREMONT
 NS0257  USGS QUAD   -  FOSSIL HILL (1991)
 NS0257
 NS0257                         *CURRENT SURVEY CONTROL
 NS0257  ___________________________________________________________________
 NS0257* NAD 83(1993)-  42 43 25.61861(N)    108 47 25.45612(W)     ADJUSTED  
 NS0257* NAVD 88     -      2380.5    (meters)    7810.     (feet)  VERTCON   
 NS0257  ___________________________________________________________________
 NS0257  LAPLACE CORR-         -20.60  (seconds)                    DEFLEC99
 NS0257  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 NS0257
 NS0257  HORZ ORDER  -  THIRD
 NS0257
 NS0257.The horizontal coordinates were established by classical geodetic methods
 NS0257.and adjusted by the National Geodetic Survey in January 1997..
 NS0257
 NS0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0257
 NS0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0257
 NS0257.The geoid height was determined by GEOID03.
 NS0257
 NS0257;                    North         East     Units Scale Factor Converg.
 NS0257;SPC WYWC     -   246,971.523   596,690.867   MT  0.99993763   -0 01 38.7
 NS0257;UTM  12      - 4,732,509.440   680,908.762   MT  1.00000266   +1 29 58.3
 NS0257
 NS0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0257!SPC WYWC     -   0.99962852  x   0.99993763  =   0.99956617
 NS0257!UTM  12      -   0.99962852  x   1.00000266  =   0.99963118
 NS0257
 NS0257:                Primary Azimuth Mark                     Grid Az
 NS0257:SPC WYWC     -  LANDER                                   048 55 47.3
 NS0257:UTM  12      -  LANDER                                   047 24 10.3
 NS0257
 NS0257|---------------------------------------------------------------------|
 NS0257| PID    Reference Object                     Distance      Geod. Az  |
 NS0257|                                                           dddmmss.s |
 NS0257| NS0238 LANDER                              APPROX. 5.8 KM 0485408.6 |
 NS0257|---------------------------------------------------------------------|
 NS0257
 NS0257                          SUPERSEDED SURVEY CONTROL
 NS0257
 NS0257  NAD 83(1986)-  42 43 25.60277(N)    108 47 25.45869(W) AD(       ) 3
 NS0257  NAD 27      -  42 43 25.75532(N)    108 47 23.03387(W) AD(       ) 3
 NS0257  NGVD 29 (07/19/86) 2379.4    (m)         7806.     (f) VERT ANG       
 NS0257
 NS0257.Superseded values are not recommended for survey control.
 NS0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0257.See file dsdata.txt to determine how the superseded data were derived.
 NS0257
 NS0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8090932509(NAD 83)
 NS0257_MARKER: DD = SURVEY DISK
 NS0257_SETTING: 66 = SET IN ROCK OUTCROP
 NS0257_SP_SET: SET IN ROCK OUTCROP
 NS0257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0257+STABILITY: POSITION/ELEVATION WELL
 NS0257
 NS0257  HISTORY     - Date     Condition        Report By
 NS0257  HISTORY     - 1951     MONUMENTED       USGS
 NS0257
 NS0257                          STATION DESCRIPTION
 NS0257
 NS0257'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0257'STATION BUCK LIES APPROXIMATELY 9.1 AIRLINE MI. SW. OF THE CITY OF
 NS0257'LANDER AND ABOUT 8.3 AIRLINE MI. W. OF THE JUNCTION OF HIGHWAY 287 AND
 NS0257'HIGHWAY 28 ON A HIGH TOP LOOKING E. DOWN THE FACE OF THE MOUNTAIN.
 NS0257'THE TOP IS SPARSLEY TIMBERED.
 NS0257'
 NS0257'FROM THE JUNCTION OF HIGHWAY 287 AND HIGHWAY 28, GO ALONG HIGHWAY 28
 NS0257'FOR 200 YARDS AND TURN RIGHT.  STAY ON MAIN TRAVELED RD. FOR 4.4 MI.
 NS0257'AND TURN RIGHT ACROSS A CATTLE GUARD.  AFTER 0.7 MI. TURN LEFT AND GO
 NS0257'THRU A GATE.  CONTINUE ON FOR 0.5  MI. AND TURN LEFT ALONG FENCE AFTER
 NS0257'GATE IS GONE THROUGH.  TAKE DIM RD. UP FACE OF MOUNTAIN FOR 1.9 MI.
 NS0257'AND TURN RIGHT ACROSS COUNTRY AFTER A ROCK PATCH AND SMALL SADDLE ARE
 NS0257'CROSSED.  CONTINUE PICKING WAY NW. FOR 1.6 MI. TO HIGH POINT OF
 NS0257'MOUNTAIN WHICH SLOPES TOWARD THE CITY OF LANDER.  TABLE MOUNTAIN LIES
 NS0257'TO THE SOUTH EAST OF THE POINT.
 NS0257'
 NS0257'STATION MARK - STANDARD USGS BRONZE TABLET CEMENTED INTO OUTCROPPING
 NS0257'ROCK.  STAMPED ---WR BUCK 1951---.
 NS0257'
 NS0257'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0669 ***********************************************************************
 NQ0669  DESIGNATION -  BUCK
 NQ0669  PID         -  NQ0669
 NQ0669  STATE/COUNTY-  WY/CONVERSE
 NQ0669  USGS QUAD   -  BUCK PEAK (1992)
 NQ0669
 NQ0669                         *CURRENT SURVEY CONTROL
 NQ0669  ___________________________________________________________________
 NQ0669* NAD 83(1993)-  42 32 27.86989(N)    105 53 59.52592(W)     ADJUSTED  
 NQ0669* NAVD 88     -      2761.1    (meters)    9059.     (feet)  VERTCON   
 NQ0669  ___________________________________________________________________
 NQ0669  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 NQ0669  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 NQ0669
 NQ0669  HORZ ORDER  -  THIRD
 NQ0669
 NQ0669.The horizontal coordinates were established by classical geodetic methods
 NQ0669.and adjusted by the National Geodetic Survey in January 1997..
 NQ0669
 NQ0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0669
 NQ0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0669
 NQ0669.The geoid height was determined by GEOID03.
 NQ0669
 NQ0669;                    North         East     Units Scale Factor Converg.
 NQ0669;SPC WY E     -   226,936.325   139,774.632   MT  0.99998211   -0 29 44.7
 NQ0669;UTM  13      - 4,710,246.337   426,109.448   MT  0.99966717   -0 36 30.4
 NQ0669
 NQ0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0669!SPC WY E     -   0.99956896  x   0.99998211  =   0.99955108
 NQ0669!UTM  13      -   0.99956896  x   0.99966717  =   0.99923628
 NQ0669
 NQ0669:                Primary Azimuth Mark                     Grid Az
 NQ0669:SPC WY E     -  POLE                                     054 08 24.0
 NQ0669:UTM  13      -  POLE                                     054 15 09.7
 NQ0669
 NQ0669|---------------------------------------------------------------------|
 NQ0669| PID    Reference Object                     Distance      Geod. Az  |
 NQ0669|                                                           dddmmss.s |
 NQ0669| NQ0666 POLE                                APPROX. 6.2 KM 0533839.3 |
 NQ0669|---------------------------------------------------------------------|
 NQ0669
 NQ0669                          SUPERSEDED SURVEY CONTROL
 NQ0669
 NQ0669  NAD 83(1986)-  42 32 27.85434(N)    105 53 59.51277(W) AD(       ) 3
 NQ0669  NAD 27      -  42 32 27.97500(N)    105 53 57.49400(W) AD(       ) 3
 NQ0669  NGVD 29 (07/19/86) 2760.0    (m)         9055.     (f) VERT ANG       
 NQ0669
 NQ0669.Superseded values are not recommended for survey control.
 NQ0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0669.See file dsdata.txt to determine how the superseded data were derived.
 NQ0669
 NQ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2610910246(NAD 83)
 NQ0669_MARKER: DD = SURVEY DISK
 NQ0669_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0669_SP_SET: SET IN ROCK OUTCROP
 NQ0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0669+STABILITY: POSITION/ELEVATION WELL
 NQ0669
 NQ0669  HISTORY     - Date     Condition        Report By
 NQ0669  HISTORY     - 1948     MONUMENTED       USGS
 NQ0669
 NQ0669                          STATION DESCRIPTION
 NQ0669
 NQ0669'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0669'STATION IS LOCATED ABOUT 5 MILES SOUTH AND SLIGHTLY WEST OF
 NQ0669'BOXELDER, IN THE MEDICINE BOW NATIONAL FOREST, AND APPROXIMATELY
 NQ0669'IN THE SOUTHEAST CORNER OF TOWNSHIP 30 NORTH, RANGE 76 WEST,
 NQ0669'ON THE TOP OF A VERY PROMINENT PEAK, LOCALLY KNOWN AS BUCK
 NQ0669'MOUNTAIN.  STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 NQ0669'TABLET STAMPED BUCK 1947.  STATION MARK AND TWO REFERENCE MARKS
 NQ0669'ARE IN ROCK OUTCROP.
 NQ0669'
 NQ0669'TO REACH FROM GLENROCK, GO EAST ON U.S. HIGHWAY 20 AND 87
 NQ0669'FOR 4.0 MILES TO STATE SECONDARY TO BOXELDER.  TAKE RIGHT
 NQ0669'FORK AND GO SOUTH FOR 21.1 MILES TO Y FORK AT MAIL BOXES
 NQ0669'AND SIGN SILVER SPRUCE 6 MILES.  TAKE RIGHT FORK AND GO SOUTHWEST
 NQ0669'2.2 MILES TO ANOTHER Y FORK.  TURN LEFT AND GO 0.7 MILE TO
 NQ0669'ROBBINS RANCH.  CONTINUE THROUGH RANCH YARD AND GO 0.3 MILE OVER
 NQ0669'BRIDGE AND TURN LEFT INTO ASPEN GROVE ON ROAD GOING TO SILVER
 NQ0669'SPRUCE.  CONTINUE UPGRADE ON WINDING ROAD 0.8 MILE TO GATE.
 NQ0669'CONTINUE 0.55 MILE TO ANOTHER GATE JUST BEYOND OLD LOG
 NQ0669'CABIN.  CONTINUE 1.1 MILE TO FINAL GATE.  GO 0.4 MILE TO
 NQ0669'POINT BELOW TOP OF HILL AND GATE.  TAKE DIM TRAIL TO THE RIGHT
 NQ0669'AND FOLLOW TRAIL FOR 0.8 MILE TO NORTHEAST SIDE OF PEAK.
 NQ0669'FROM HERE IT IS A 1 1/2-HOUR PACK GOING SOUTH UP STEEP SLOPE TO
 NQ0669'HIGHEST POINT AND STATION.
 NQ0669'
 NQ0669'NOTE--THIS INTERSECTION STATION WAS NOT OCCUPIED BY THE U.S.C. AND
 NQ0669'G. SURVEY AND WAS LOCATED FOR THE CONVENIENCE OF THE U.S.
 NQ0669'GEOLOGICAL SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0785 ***********************************************************************
 MR0785  DESIGNATION -  BUCK FEVER TEMP PT
 MR0785  PID         -  MR0785
 MR0785  STATE/COUNTY-  WY/UINTA
 MR0785  USGS QUAD   -  BUCK FEVER RIDGE (1978)
 MR0785
 MR0785                         *CURRENT SURVEY CONTROL
 MR0785  ___________________________________________________________________
 MR0785* NAD 83(1993)-  41 01 15.02269(N)    110 23 43.47058(W)     ADJUSTED  
 MR0785* NAVD 88     -      2840.5    (meters)    9319.     (feet)  VERTCON   
 MR0785  ___________________________________________________________________
 MR0785  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 MR0785  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 MR0785
 MR0785  HORZ ORDER  -  THIRD
 MR0785
 MR0785.The horizontal coordinates were established by classical geodetic methods
 MR0785.and adjusted by the National Geodetic Survey in January 1997..
 MR0785
 MR0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0785
 MR0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0785
 MR0785.The geoid height was determined by GEOID03.
 MR0785
 MR0785;                    North         East     Units Scale Factor Converg.
 MR0785;SPC WY W     -   157,882.167   773,753.393   MT  0.99994598   -0 12 17.4
 MR0785;UTM  12      - 4,541,246.488   550,831.185   MT  0.99963180   +0 23 48.6
 MR0785
 MR0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0785!SPC WY W     -   0.99955666  x   0.99994598  =   0.99950267
 MR0785!UTM  12      -   0.99955666  x   0.99963180  =   0.99918863
 MR0785
 MR0785                          SUPERSEDED SURVEY CONTROL
 MR0785
 MR0785  NAD 83(1986)-  41 01 14.99663(N)    110 23 43.46497(W) AD(       ) 3
 MR0785  NAD 27      -  41 01 15.17171(N)    110 23 40.89792(W) AD(       ) 3
 MR0785  NGVD 29 (07/19/86) 2838.9    (m)         9314.     (f) VERT ANG       
 MR0785
 MR0785.Superseded values are not recommended for survey control.
 MR0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0785.See file dsdata.txt to determine how the superseded data were derived.
 MR0785
 MR0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5083141246(NAD 83)
 MR0785_MARKER: W = UNMONUMENTED
 MR0785_SETTING: 0 = UNSPECIFIED SETTING
 MR0785
 MR0785  HISTORY     - Date     Condition        Report By
 MR0785  HISTORY     - 1964     MONUMENTED       USGS
 MR0785
 MR0785                          STATION DESCRIPTION
 MR0785
 MR0785'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MR0785'TEMPORARY POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0339 ***********************************************************************
 PX0339  DESIGNATION -  BUFF
 PX0339  PID         -  PX0339
 PX0339  STATE/COUNTY-  WY/BIG HORN
 PX0339  USGS QUAD   -  JONES RESERVOIR (1966)
 PX0339
 PX0339                         *CURRENT SURVEY CONTROL
 PX0339  ___________________________________________________________________
 PX0339* NAD 83(1993)-  44 15 00.66568(N)    108 10 10.99677(W)     ADJUSTED  
 PX0339* NAVD 88     -      1441.2    (meters)    4728.     (feet)  VERTCON   
 PX0339  ___________________________________________________________________
 PX0339  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 PX0339  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 PX0339
 PX0339  HORZ ORDER  -  SECOND
 PX0339
 PX0339.The horizontal coordinates were established by classical geodetic methods
 PX0339.and adjusted by the National Geodetic Survey in January 1997..
 PX0339
 PX0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0339
 PX0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0339
 PX0339.The geoid height was determined by GEOID03.
 PX0339
 PX0339;                    North         East     Units Scale Factor Converg.
 PX0339;SPC WYEC     -   516,887.015   333,203.145   MT  0.99999235   -0 35 01.1
 PX0339;UTM  12      - 4,903,556.933   725,961.922   MT  1.00022799   +1 58 32.8
 PX0339
 PX0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0339!SPC WYEC     -   0.99977617  x   0.99999235  =   0.99976852
 PX0339!UTM  12      -   0.99977617  x   1.00022799  =   1.00000411
 PX0339
 PX0339|---------------------------------------------------------------------|
 PX0339| PID    Reference Object                     Distance      Geod. Az  |
 PX0339|                                                           dddmmss.s |
 PX0339| CQ5205 BUFF RM 2                             7.316 METERS 04040     |
 PX0339| CQ5203 BUFF AZ MK                                         1535500.2 |
 PX0339| CQ5204 BUFF RM 1                            10.425 METERS 26051     |
 PX0339|---------------------------------------------------------------------|
 PX0339
 PX0339                          SUPERSEDED SURVEY CONTROL
 PX0339
 PX0339  NAD 83(1986)-  44 15 00.65653(N)    108 10 10.99381(W) AD(       ) 2
 PX0339  NAD 27      -  44 15 00.81430(N)    108 10 08.62310(W) AD(       ) 2
 PX0339  NGVD 29 (07/19/86) 1440.3    (m)         4725.     (f) VERT ANG       
 PX0339
 PX0339.Superseded values are not recommended for survey control.
 PX0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0339.See file dsdata.txt to determine how the superseded data were derived.
 PX0339
 PX0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ2596203557(NAD 83)
 PX0339_MARKER: DD = SURVEY DISK
 PX0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0339
 PX0339  HISTORY     - Date     Condition        Report By
 PX0339  HISTORY     - 1948     MONUMENTED       USGS
 PX0339  HISTORY     - 1957     GOOD             USGS
 PX0339  HISTORY     - 1957     GOOD             CGS
 PX0339
 PX0339                          STATION DESCRIPTION
 PX0339
 PX0339'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (OSR)
 PX0339'STATION IS ON A LOW RIDGE THAT SLOPES SLIGHTLY TO THE SOUTH,
 PX0339'WITH AN ABRUPT SLOPE TO THE NORTH AND OVERLOOKING THE BAD-LANDS
 PX0339'TO THE NORTH, ABOUT 9-1/2 MILES WEST AND 1-1/4 MILES SOUTH
 PX0339'OF MANDERSON.
 PX0339'
 PX0339'REACHED FROM THE POST OFFICE IN BASIN BY GOING SOUTHERLY ON
 PX0339'U.S. HIGHWAY 20, FOR 7.1 MILES TO A CROSSROAD AND A GATE ON
 PX0339'EITHER SIDE OF THE HIGHWAY, BEAR RIGHT, LEAVING THE HIGHWAY,
 PX0339'PASS THROUGH THE GATE AND FOLLOW A GRAVELED ROAD, WESTERLY,
 PX0339'FOR 0.1 MILE TO A FORK, KEEP THE LEFT FORK, BLADED ROAD
 PX0339'AND GO SOUTHWESTERLY, FOR 3.8 MILES TO A FORK AND SIGN HUSKY,
 PX0339'KEEP THE RIGHT FORK AND FOLLOW THE MAIN ROAD, FOR 1.35
 PX0339'MILES TO A FORK, KEEP THE LEFT FORK, MAIN ROAD AND GO WESTERLY
 PX0339'TO WHERE THE ROAD GOES UP A STEEL BUT SHORT GRADE, KEEP
 PX0339'STRAIGHT AHEAD, UP-HILL AND CONTINUE FOR 0.1 MILE TO THE
 PX0339'AZIMUTH MARK ON THE RIGHT, KEEP STRAIGHT AHEAD, ON THE MAIN
 PX0339'ROAD, FOR 0.2 MILE, BEAR RIGHT, LEAVING THE MAIN ROAD AND
 PX0339'FOLLOW SOME TRACKS, NORTHWESTERLY, FOR 0.35 MILE TO THE TOP OF
 PX0339'RIDGE AND STATION.
 PX0339'
 PX0339'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED
 PX0339'BUFF 1948 V.A.B.M. 4727, SET IN THE TOP 6 X 6 INCH SQUARE,
 PX0339'CONCRETE POST WHICH PROJECTS 10 INCHES.  A 4 IN X 4 IN WHITE
 PX0339'WITNESS POST WAS SET 3 FEET SOUTH OF THE MARK.
 PX0339'
 PX0339'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 PX0339'STAMPED BUFF NO 1 1948, SET IN A CONCRETE IMPRESSION, IN
 PX0339'THE TOP OF 3 X 3 FOOT BOULDER WHICH PROJECTS 2 FEET.,
 PX0339'
 PX0339'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 PX0339'STAMPED BUFF NO 2 1948, SET IN A CONCRETE IMPRESSION, IN THE
 PX0339'TOP OF OUTCROPPING BEDROCK WHICH PROJECTS 4 INCHES.
 PX0339'
 PX0339'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUFF USGS 1957, SET
 PX0339'IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH PROJECTS 5
 PX0339'INCHES.  IT IS 33 FEET EAST OF THE CENTER OF A TRACK ROAD.
 PX0339'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT WEST OF THE
 PX0339'MARK.
 PX0339
 PX0339                          STATION RECOVERY (1957)
 PX0339
 PX0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 PX0339'STATION IS LOCATED 10.0 MI. E. OF MANDERSON, 2.0 MI. N. OF FIVE MILE
 PX0339'CREEK, ON A KNOLL ON NE. EDGE OF LONG E-W. RIDGE.
 PX0339'
 PX0339'TO REACH FROM BASIN, FROM POST OFFICE GO S. ON U.S. HIGHWAY 20 7.5 MI.
 PX0339'TO SIDE RD. AT CURVE, TURN RIGHT OFF HIGHWAY AND GO W. 0.8 MI. TO FORK
 PX0339'TAKE LEFT FORK AND GO 2.3 MI. TO CROSS ROADS., CONTINUE STRAIGHT 1.9
 PX0339'MI. TO RD. FORK, TAKE RIGHT FORK AND GO 3.3 MI. TO FORK, TAKE RIGHT
 PX0339'FORK AND GO 0.3 MI. TO TOP OF HILL AND STATION. -JEEP MILAGE-
 PX0339'STATION MARK - STANDARD TABLET SET IN PRE-CAST CONCRETE MONUMENT,
 PX0339'STAMPED ---BUFF 1948---.
 PX0339'
 PX0339'REFERENCE MARK NO.1 - STANDARD TABLET SET IN ROCK OUTCROP, 34.2 FT.
 PX0339'FROM STATION MARK, N 80 DEG 52 MIN E, STAMPED
 PX0339'---BUFF NO.1 1948---.
 PX0339'
 PX0339'REFERENCE MARK NO.2 - STANDARD TABLET SET IN ROCK OUTCROP, 24.0 FT.
 PX0339'FROM STATION MARK, S 40 DEG 38 MIN W,
 PX0339'STAMPED ---BUFF NO.2 1948---.
 PX0339'
 PX0339'STATION RECOVERED AND DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0420 ***********************************************************************
 OV0420  DESIGNATION -  BUFFALO
 OV0420  PID         -  OV0420
 OV0420  STATE/COUNTY-  WY/HOT SPRINGS
 OV0420  USGS QUAD   -  BLUE HILL (1960)
 OV0420
 OV0420                         *CURRENT SURVEY CONTROL
 OV0420  ___________________________________________________________________
 OV0420* NAD 83(1993)-  43 33 07.26817(N)    107 59 28.88966(W)     ADJUSTED  
 OV0420* NAVD 88     -      2042.     (meters)    6699.     (feet)  SCALED    
 OV0420  ___________________________________________________________________
 OV0420  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 OV0420  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 OV0420
 OV0420  HORZ ORDER  -  THIRD
 OV0420
 OV0420.The horizontal coordinates were established by classical geodetic methods
 OV0420.and adjusted by the National Geodetic Survey in January 1997..
 OV0420
 OV0420.The orthometric height was scaled from a topographic map.
 OV0420
 OV0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0420
 OV0420.The geoid height was determined by GEOID03.
 OV0420
 OV0420;                    North         East     Units Scale Factor Converg.
 OV0420;SPC WYWC     -   339,257.840   661,299.987   MT  0.99998370   +0 31 21.8
 OV0420;UTM  13      - 4,826,466.651   258,367.668   MT  1.00031824   -2 03 43.5
 OV0420;UTM  12      - 4,826,517.067   743,028.505   MT  1.00032656   +2 04 26.4
 OV0420
 OV0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0420!SPC WYWC     -   0.99968189  x   0.99998370  =   0.99966560
 OV0420!UTM  13      -   0.99968189  x   1.00031824  =   1.00000003
 OV0420!UTM  12      -   0.99968189  x   1.00032656  =   1.00000835
 OV0420
 OV0420:                Primary Azimuth Mark                     Grid Az
 OV0420:SPC WYWC     -  BUFFALO AZ MK                            064 07 37.9
 OV0420:UTM  13      -  BUFFALO AZ MK                            066 42 43.2
 OV0420:UTM  12      -  BUFFALO AZ MK                            062 34 33.3
 OV0420
 OV0420|---------------------------------------------------------------------|
 OV0420| PID    Reference Object                     Distance      Geod. Az  |
 OV0420|                                                           dddmmss.s |
 OV0420| CP4607 BUFFALO AZ MK                                      0643859.7 |
 OV0420| CP4608 BUFFALO RM 1                         10.977 METERS 12921     |
 OV0420| CP4609 BUFFALO RM 2                         10.390 METERS 20844     |
 OV0420|---------------------------------------------------------------------|
 OV0420
 OV0420                          SUPERSEDED SURVEY CONTROL
 OV0420
 OV0420  NAD 83(1986)-  43 33 07.25029(N)    107 59 28.89199(W) AD(       ) 3
 OV0420  NAD 27      -  43 33 07.40600(N)    107 59 26.55800(W) AD(       ) 3
 OV0420
 OV0420.Superseded values are not recommended for survey control.
 OV0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0420.See file dsdata.txt to determine how the superseded data were derived.
 OV0420
 OV0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ5836826467(NAD 83)
 OV0420_MARKER: DS = TRIANGULATION STATION DISK
 OV0420_SETTING: 66 = SET IN ROCK OUTCROP
 OV0420
 OV0420  HISTORY     - Date     Condition        Report By
 OV0420  HISTORY     - 1936     MONUMENTED       CGS
 OV0420
 OV0420                          STATION DESCRIPTION
 OV0420
 OV0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OV0420'ABOUT 13 MILES SOUTHEAST OF THERMOPOLIS, ON BARE GRASSY SLOPES
 OV0420'ABOUT 3.5 MILES SOUTH OF BUFFALO CREEK, ON FIRST HILL HAVING
 OV0420'TREES ON TOP.  THERE ARE SEVERAL HILLS SOUTH AND WEST THAT
 OV0420'ARE MUCH HIGHER AND HAVE TIMBER-COVERED TOPS.  TO REACH FROM
 OV0420'THERMOPOLIS FOLLOW U.S. HIGHWAY 20 SOUTH FROM MAIN STREET 4.0
 OV0420'MILES, CROSS BRIDGE AND GO 0.1 MILE.  TURN LEFT OFF HIGHWAY
 OV0420'AND FOLLOW GRADED ROAD EAST UP BUFFALO CREEK 4.6 MILES TO
 OV0420'FORK.  RIGHT FORK LEADS TO STATION COPPER.  TAKE LEFT FORK
 OV0420'AND GO EAST 2.2 MILES KEEPING TO MAIN-TRAVELED ROAD.  ROAD
 OV0420'TO RIGHT AT RANCH HOUSE LEADS TO COPPER AZIMUTH MARK.
 OV0420'CONTINUE EAST ON MAIN-TRAVELED ROAD 3.2 MILES.  LEFT FORK
 OV0420'THROUGH GATE MARKED NO TRESPASSING LEADS TO KIRBY.  TAKE
 OV0420'RIGHT FORK THROUGH GATE OR CATTLE GUARD AND CONTINUE EAST UP
 OV0420'CANYON 1.5 MILES TO FORK TO RIGHT.  STONE HOUSE RUINS AND
 OV0420'HAY YARDS ARE ABOUT 1/4 MILE TO NORTH FROM THIS POINT.  TAKE
 OV0420'RIGHT FORK AND GO UP STEEP SLOPE SOUTH ON ROUGHT AND
 OV0420'CROOKED ROAD 3.5 MILES TO POINT ABOUT 100 YARDS SOUTH OF CREST
 OV0420'OF DIVIDE.  THERE IS FLAG ON HILL ABOUT 1/4 MILE EAST OF
 OV0420'THIS FORK.  TURN BACK TO RIGHT AND GO WEST ON OLD ROAD,
 OV0420'LITTLE BETTER THAN TRAIL, 0.6 MILE.  CROSS SMALL ROCKY WASH
 OV0420'AND TRAIL PLAYS OUT.  BEAR LEFT TO TOP OF RIDGE AND GO WEST
 OV0420'AT ABOUT SAME ELEVATION 0.7 MILE TO LOW HILL WITH SCATTERED
 OV0420'TREES AND STATION.  STATION MARK IS STANDARD DISK IN
 OV0420'OUTCROPPING BEDROCK.  REFERENCE AND AZIMUTH MARKS
 OV0420'ARE STANDARD DISKS IN OUTCROPPING BEDROCK.  NO.
 OV0420'1 IS 10.977 METERS (36.01 FEET) SOUTHEAST OF STATION
 OV0420'S 70 DEG 39 MIN E.  NO. 2 IS 10.390 METERS (34.09 FEET)
 OV0420'SOUTHWEST S 28 DEG 44 MIN W.  AZIMUTH MARK IS ON NORTH
 OV0420'SIDE OF TRAIL TO STATION, AND ABOUT 0.35 MILE NORTHEAST
 OV0420'N 64 DEG 39 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0774 ***********************************************************************
 OX0774  DESIGNATION -  BUFFALO
 OX0774  PID         -  OX0774
 OX0774  STATE/COUNTY-  WY/TETON
 OX0774  USGS QUAD   -  DAVIS HILL (1996)
 OX0774
 OX0774                         *CURRENT SURVEY CONTROL
 OX0774  ___________________________________________________________________
 OX0774* NAD 83(1993)-  43 50 24.08605(N)    110 26 50.81091(W)     ADJUSTED  
 OX0774* NAVD 88     -      2136.1    (meters)    7008.     (feet)  VERTCON   
 OX0774  ___________________________________________________________________
 OX0774  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 OX0774  GEOID HEIGHT-          -8.72  (meters)                     GEOID03
 OX0774
 OX0774  HORZ ORDER  -  SECOND
 OX0774
 OX0774.The horizontal coordinates were established by classical geodetic methods
 OX0774.and adjusted by the National Geodetic Survey in January 1997..
 OX0774
 OX0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0774
 OX0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0774
 OX0774.The geoid height was determined by GEOID03.
 OX0774
 OX0774;                    North         East     Units Scale Factor Converg.
 OX0774;SPC WY W     -   471,039.822   770,719.257   MT  0.99994804   -0 15 07.9
 OX0774;UTM  12      - 4,854,253.256   544,419.295   MT  0.99962427   +0 22 57.8
 OX0774
 OX0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0774!SPC WY W     -   0.99966652  x   0.99994804  =   0.99961458
 OX0774!UTM  12      -   0.99966652  x   0.99962427  =   0.99929092
 OX0774
 OX0774|---------------------------------------------------------------------|
 OX0774| PID    Reference Object                     Distance      Geod. Az  |
 OX0774|                                                           dddmmss.s |
 OX0774| CP4611 BUFFALO RM 1                         12.265 METERS 04029     |
 OX0774| OX0772 BALDY MOUNTAIN LOOKOUT              APPROX.11.0 KM 1214225.0 |
 OX0774| CP4610 BUFFALO AZ MK                                      2721010.9 |
 OX0774| CP4612 BUFFALO RM 2                         13.395 METERS 30241     |
 OX0774|---------------------------------------------------------------------|
 OX0774
 OX0774                          SUPERSEDED SURVEY CONTROL
 OX0774
 OX0774  NAD 83(1993)-  43 50 24.07861(N)    110 26 50.80318(W) AD(       ) 2
 OX0774  NAD 83(1986)-  43 50 24.07568(N)    110 26 50.79669(W) AD(       ) 2
 OX0774  NAD 27      -  43 50 24.28800(N)    110 26 48.05200(W) AD(       ) 2
 OX0774  NGVD 29 (07/19/86) 2134.8    (m)         7004.     (f) VERT ANG       
 OX0774
 OX0774.Superseded values are not recommended for survey control.
 OX0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0774.See file dsdata.txt to determine how the superseded data were derived.
 OX0774
 OX0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP4441954253(NAD 83)
 OX0774_MARKER: DS = TRIANGULATION STATION DISK
 OX0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0774
 OX0774  HISTORY     - Date     Condition        Report By
 OX0774  HISTORY     - 1946     MONUMENTED       CGS
 OX0774  HISTORY     - 1968     SEE DESCRIPTION  USGS
 OX0774
 OX0774                          STATION DESCRIPTION
 OX0774
 OX0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0774'THE STATION IS LOCATED ABOUT 8 MILES EAST OF MORAN, 7.7 MILES
 OX0774'EAST OF THE JUNCTION OF U.S. HIGHWAYS 187 AND 287, 1 MILE
 OX0774'EAST OF THE BRIDGE OVER LAVA CREEK, AND 1/4 MILE NORTH OF HIGHWAY
 OX0774'287, ON A SMALL KNOLL JUST ABOVE A COAL SLIDE.
 OX0774'
 OX0774'THE MARK IS A STANDARD DISK STAMPED BUFFALO 1946, SET IN THE
 OX0774'TOP OF A 10 BY 10 INCH CONCRETE POST PROJECTING ABOUT 4 INCHES.
 OX0774'IT IS 70 FEET SOUTHWEST OF A LARGE ASPEN TREE, 10 FEET NORTH
 OX0774'OF THE SHOULDER OF THE HILL, AND JUST ABOVE THE COAL SLIDE.
 OX0774'
 OX0774'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BUFFALO NO. 1
 OX0774'1946, SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST PROJECTING
 OX0774'ABOUT 4 INCHES.  IT IS 35 FEET SOUTH OF A LARGE ASPEN TREE, 45
 OX0774'FEET NORTH OF THE SHOULDER OF THE HILL, AND 3 FEET LOWER THAN
 OX0774'THE HIGHEST PART OF THE HILL.
 OX0774'
 OX0774'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BUFFALO NO. 2
 OX0774'1946, SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST PROJECTING
 OX0774'ABOUT 2 INCHES.  IT IS 30 FEET NORTHEAST OF THE SHOULDER OF
 OX0774'THE HILL, AND ABOUT 3 FEET LOWER THAN THE STATION.
 OX0774'
 OX0774'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUFFALO 1946, SET
 OX0774'IN THE SOUTHEAST END OF THE BRIDGE OVER THE LAVA CREEK.  IT
 OX0774'IS 6 FEET WEST OF THE EAST END OF THE BRIDGE, 1 FOOT ABOVE
 OX0774'THE ROAD LEVEL, 2 FEET BELOW THE TOP OF THE RAIL, AND 6 INCHES
 OX0774'NORTH OF THE RAIL.
 OX0774'
 OX0774'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON HIGHWAY
 OX0774'287 FOR 1 MILE TO THE BRIDGE OVER LAVA CREEK AND THE MARK AS
 OX0774'DESCRIBED ABOVE.
 OX0774'
 OX0774'TO REACH THE STATION FROM MORAN GO NORTH FOR 1-1/2 MILES TO THE
 OX0774'JUNCTION OF U.S. HIGHWAYS 187 AND 287.  TURN RIGHT (EAST)
 OX0774'AND GO 7.7 MILES OR 1 MILE AFTER CROSSING THE BRIDGE OVER
 OX0774'LAVA CREEK.  PACK NORTH UP A COAL SLIDE FOR ABOUT 1/4 MILE
 OX0774'TO THE TOP OF A SMALL KNOLL AND THE STATION AS DESCRIBED ABOVE.
 OX0774
 OX0774                          STATION RECOVERY (1968)
 OX0774
 OX0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0774'RECOVERED.
 OX0774'
 OX0774'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE POST,
 OX0774'STAMPED ---BUFFALO 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0461 ***********************************************************************
 PW0461  DESIGNATION -  BUFFALO
 PW0461  PID         -  PW0461
 PW0461  STATE/COUNTY-  WY/JOHNSON
 PW0461  USGS QUAD   -  T A RANCH (1970)
 PW0461
 PW0461                         *CURRENT SURVEY CONTROL
 PW0461  ___________________________________________________________________
 PW0461* NAD 83(1993)-  44 13 52.99906(N)    106 42 08.78415(W)     ADJUSTED  
 PW0461* NAVD 88     -      1643.6    (meters)    5392.     (feet)  VERTCON   
 PW0461  ___________________________________________________________________
 PW0461  LAPLACE CORR-         -23.55  (seconds)                    DEFLEC99
 PW0461  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 PW0461
 PW0461  HORZ ORDER  -  FIRST
 PW0461
 PW0461.The horizontal coordinates were established by classical geodetic methods
 PW0461.and adjusted by the National Geodetic Survey in January 1997..
 PW0461
 PW0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0461
 PW0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0461
 PW0461.The geoid height was determined by GEOID03.
 PW0461
 PW0461;                    North         East     Units Scale Factor Converg.
 PW0461;SPC WYEC     -   514,651.914   450,401.357   MT  0.99996873   +0 26 24.3
 PW0461;UTM  13      - 4,898,982.405   364,039.390   MT  0.99982734   -1 11 15.8
 PW0461
 PW0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0461!SPC WYEC     -   0.99974428  x   0.99996873  =   0.99971302
 PW0461!UTM  13      -   0.99974428  x   0.99982734  =   0.99957167
 PW0461
 PW0461|---------------------------------------------------------------------|
 PW0461| PID    Reference Object                     Distance      Geod. Az  |
 PW0461|                                                           dddmmss.s |
 PW0461| CQ5207 BUFFALO RM 1                         30.343 METERS 11308     |
 PW0461| CQ5206 BUFFALO AZ MK                                      2013128.9 |
 PW0461| CQ5208 BUFFALO RM 2                         22.160 METERS 35852     |
 PW0461|---------------------------------------------------------------------|
 PW0461
 PW0461                          SUPERSEDED SURVEY CONTROL
 PW0461
 PW0461  NAD 83(1986)-  44 13 52.97267(N)    106 42 08.74856(W) AD(       ) 1
 PW0461  NAD 27      -  44 13 53.06700(N)    106 42 06.57800(W) AD(       ) 1
 PW0461  NGVD 29 (01/15/93) 1642.8    (m)         5390.     (f) GPS OBS        
 PW0461
 PW0461.Superseded values are not recommended for survey control.
 PW0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0461.See file dsdata.txt to determine how the superseded data were derived.
 PW0461
 PW0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ6403998982(NAD 83)
 PW0461_MARKER: DS = TRIANGULATION STATION DISK
 PW0461_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PW0461+WITH SETTING: INTO GROUND
 PW0461_SP_SET: METAL PIPE
 PW0461_STAMPING: BUFFALO 1925
 PW0461_MARK LOGO: CGS   
 PW0461_MAGNETIC: P = MARKER IS A STEEL PIPE
 PW0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0461+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 PW0461
 PW0461  HISTORY     - Date     Condition        Report By
 PW0461  HISTORY     - 1925     MONUMENTED       CGS
 PW0461  HISTORY     - 1934     GOOD             CGS
 PW0461  HISTORY     - 19920817 GOOD             NGS
 PW0461
 PW0461                          STATION DESCRIPTION
 PW0461
 PW0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0461'ABOUT 8 MILES SOUTH OF BUFFALO, 300 METERS (984 FEET) EAST
 PW0461'OF CASPER-BUFFALO HIGHWAY (U.S. HIGHWAY 87) IN T. 49 N.,
 PW0461'R. 82 W., ON HIGH GRAVELED GRASSY ROUND-TOPPED BUTTE WHICH
 PW0461'IS HIGHEST POINT IN IMMEDIATE VICINITY.  TO REACH FROM BUFFALO
 PW0461'POST OFFICE, FOLLOW U.S. HIGHWAY 87 SOUTH 7.9 MILES TO POINT
 PW0461'WHERE GRADED DIRT ROAD TURNS OFF TO LEFT JUST BEFORE TOP OF
 PW0461'RIDGE, CONTINUE SOUTH ON HIGHWAY 0.45 MILE TO DIRT ROAD
 PW0461'LEADING OFF TO LEFT, TURN LEFT (EAST) ONTO THIS ROAD THROUGH
 PW0461'GATE, THEN BEAR LEFT AND NORTHEAST 0.25 MILE ON DIM ROAD TO
 PW0461'TOP OF SADDLE, LEAVE ROAD HERE AND BEAR LEFT UP HILL ABOUT
 PW0461'150 METERS (492 FEET) TO TOP AND STATION SITE.  SURFACE
 PW0461'MARK IS STANDARD STATION DISK SET IN 3-INCH IRON PIPE.
 PW0461'UNDERGROUND MARK IS TABLET.  REFERENCE MARKS AND AZIMUTH MARK ARE
 PW0461'STANDARD REFERENCE DISKS IN CONCRETE.  REFERENCE
 PW0461'MARK NO. 1 IS 99.55 FEET (SLOPE) FROM STATION
 PW0461'S 66 DEG 52 MIN E.  REFERENCE MARK NO. 2 IS 22.16 METERS (72.7
 PW0461'FEET) (SLOPE) FROM STATION N 01 DEG 08 MIN W.
 PW0461'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS
 PW0461'144.14 FEET.  AZIMUTH MARK IS 40 FEET EAST OF CENTER
 PW0461'LINE OF HIGHWAY, 2 FEET EAST OF NORTH-AND-SOUTH FENCE LINE
 PW0461'MARKING RIGHT-OF-WAY, 6 FEET SOUTH OF WIRE GATE IN FENCE,
 PW0461'AND 0.3 MILE FROM STATION S 21 DEG 32 MIN W.
 PW0461
 PW0461                          STATION RECOVERY (1992)
 PW0461
 PW0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PW0461'STATION IS LOCATED ABOUT 12 KM (7.5 MI) SOUTH OF BUFFALO, 1.5 KM
 PW0461'(0.9 MI) WEST OF INTERSTATE HIGHWAY 25, ON THE HIGHEST POINT OF A
 PW0461'NORTHWEST-SOUTHEAST ROW OF LOW HILLS, BETWEEN A MICROWAVE MAST AND A
 PW0461'MICROWAVE TOWER. OWNERSHIP--DONALD AND DOROTHY ELSOM, P.O. BOX 9A,
 PW0461'BUFFALO, WY 82834. PHONE IS 307-684-7059.
 PW0461'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 25
 PW0461'AND TRABING ROAD (EXIT 291), ABOUT 12 KM (7.5 MI) SOUTH OF BUFFALO,
 PW0461'GO WEST ON TRABING ROAD FOR 1.21 KM (0.75 MI) TO A DIM TRACK ROAD
 PW0461'LEFT JUST PAST A SERIES OF ROAD CURVES.  TURN LEFT, SOUTH, ON TRACK
 PW0461'ROAD FOR ABOUT 0.10 KM (0.06 MI) THEN BEAR RIGHT UP GENTLE SLOPE FOR
 PW0461'0.06 KM (0.04 MI) TO RIDGE AND STATION (BEST APPROACHED FROM THE
 PW0461'NORTH SIDE).
 PW0461'STATION MARK IS A PIPE AND CAP (DISK ATTACHED TO PIPE) PROJECTING 10
 PW0461'CM ABOVE GROUND.  TWO STEEL RODS PROJECT 35 CM ON EACH SIDE OF THE
 PW0461'PIPE.  IT IS ABOUT 150 M (492.1 FT) NORTHWEST OF A MAST, AND 200 M
 PW0461'(656.2 FT) EAST OF A TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0376 ***********************************************************************
 PX0376  DESIGNATION -  BUFFALO
 PX0376  PID         -  PX0376
 PX0376  STATE/COUNTY-  WY/PARK
 PX0376  USGS QUAD   -  LITTLE BUFFALO BASIN (1985)
 PX0376
 PX0376                         *CURRENT SURVEY CONTROL
 PX0376  ___________________________________________________________________
 PX0376* NAD 83(1993)-  44 05 54.67599(N)    108 47 02.99390(W)     ADJUSTED  
 PX0376* NAVD 88     -      2037.3    (meters)    6684.     (feet)  VERTCON   
 PX0376  ___________________________________________________________________
 PX0376  LAPLACE CORR-         -14.65  (seconds)                    DEFLEC99
 PX0376  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 PX0376
 PX0376  HORZ ORDER  -  THIRD
 PX0376
 PX0376.The horizontal coordinates were established by classical geodetic methods
 PX0376.and adjusted by the National Geodetic Survey in January 1997..
 PX0376
 PX0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0376
 PX0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0376
 PX0376.The geoid height was determined by GEOID03.
 PX0376
 PX0376;                    North         East     Units Scale Factor Converg.
 PX0376;SPC WYWC     -   399,696.199   597,264.467   MT  0.99993759   -0 01 25.6
 PX0376;UTM  12      - 4,885,202.686   677,359.829   MT  0.99998689   +1 32 32.6
 PX0376
 PX0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0376!SPC WYWC     -   0.99968250  x   0.99993759  =   0.99962011
 PX0376!UTM  12      -   0.99968250  x   0.99998689  =   0.99966939
 PX0376
 PX0376:                Primary Azimuth Mark                     Grid Az
 PX0376:SPC WYWC     -  RENNER                                   197 42 15.9
 PX0376:UTM  12      -  RENNER                                   196 08 17.7
 PX0376
 PX0376|---------------------------------------------------------------------|
 PX0376| PID    Reference Object                     Distance      Geod. Az  |
 PX0376|                                                           dddmmss.s |
 PX0376| PX0377 RENNER                              APPROX.11.0 KM 1974050.3 |
 PX0376|---------------------------------------------------------------------|
 PX0376
 PX0376                          SUPERSEDED SURVEY CONTROL
 PX0376
 PX0376  NAD 83(1986)-  44 05 54.66602(N)    108 47 02.98655(W) AD(       ) 3
 PX0376  NAD 27      -  44 05 54.83418(N)    108 47 00.53153(W) AD(       ) 3
 PX0376  NGVD 29 (07/19/86) 2036.2    (m)         6680.     (f) VERT ANG       
 PX0376
 PX0376.Superseded values are not recommended for survey control.
 PX0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0376.See file dsdata.txt to determine how the superseded data were derived.
 PX0376
 PX0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7736085203(NAD 83)
 PX0376_MARKER: DD = SURVEY DISK
 PX0376_SETTING: 66 = SET IN ROCK OUTCROP
 PX0376_SP_SET: SET IN ROCK OUTCROP
 PX0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0376+STABILITY: POSITION/ELEVATION WELL
 PX0376
 PX0376  HISTORY     - Date     Condition        Report By
 PX0376  HISTORY     - 1948     MONUMENTED       USGS
 PX0376
 PX0376                          STATION DESCRIPTION
 PX0376
 PX0376'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0376'STATION LOCATED ABOUT 7 MI. SE. OF MEETEETSE, ON HIGHEST POINT OF VERY
 PX0376'POINTED TREE COVERED RIDGE RUNNING PARALLEL TO HIGHWAY IN SEC. 31.
 PX0376'T.48 N., R.99 W.
 PX0376'
 PX0376'TO REACH FROM POST OFFICE IN MEETEETSE, TO SE. ON WYOMING STATE
 PX0376'HIGHWAY 120 FOR 7.3 MI. TURN RIGHT IN SOUTHWESTERLY DIRECTION TOWARD
 PX0376'HIGHEST POINT OF RIDGE FOR 0.7 MI. TO HIGHEST POINT AND STATION.
 PX0376'
 PX0376'STATION MARK - STANDARD TABLET SET IN ROCK, STAMPED ---BUFFALO 1948
 PX0376'6677---.
 PX0376'
 PX0376'REFERENCE MARK NO.1 STANDARD TABLET SET IN ROCK, STAMPED ---BUFFALO
 PX0376'NO.1 1948,--- 35.0 FT., S 36 DEG 15 MIN E.
 PX0376'
 PX0376'REFERENCE MARK NO.2 STANDARD TABLET SET IN ROCK, STAMPED ---BUFFALO
 PX0376'NO.2 1948---, 31.0 FT., N 80 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0571 ***********************************************************************
 PW0571  DESIGNATION -  BUFFALO
 PW0571  PID         -  PW0571
 PW0571  STATE/COUNTY-  WY/JOHNSON
 PW0571  USGS QUAD   -  LAKE DE SMET EAST (1970)
 PW0571
 PW0571                         *CURRENT SURVEY CONTROL
 PW0571  ___________________________________________________________________
 PW0571* NAD 83(1993)-  44 24 53.34005(N)    106 41 35.44091(W)     ADJUSTED  
 PW0571* NAVD 88     -      1511.     (meters)    4957.     (feet)  SCALED    
 PW0571  ___________________________________________________________________
 PW0571  LAPLACE CORR-         -18.51  (seconds)                    DEFLEC99
 PW0571  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 PW0571
 PW0571  HORZ ORDER  -  THIRD
 PW0571
 PW0571.The horizontal coordinates were established by classical geodetic methods
 PW0571.and adjusted by the National Geodetic Survey in January 1997..
 PW0571
 PW0571.The orthometric height was scaled from a topographic map.
 PW0571
 PW0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0571
 PW0571.The geoid height was determined by GEOID03.
 PW0571
 PW0571;                    North         East     Units Scale Factor Converg.
 PW0571;SPC WYEC     -   535,038.657   450,982.178   MT  0.99996945   +0 26 52.9
 PW0571;UTM  13      - 4,919,341.441   365,199.888   MT  0.99982347   -1 11 06.5
 PW0571
 PW0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0571!SPC WYEC     -   0.99976518  x   0.99996945  =   0.99973464
 PW0571!UTM  13      -   0.99976518  x   0.99982347  =   0.99958870
 PW0571
 PW0571:                Primary Azimuth Mark                     Grid Az
 PW0571:SPC WYEC     -  MCKINNEY                                 214 31 29.8
 PW0571:UTM  13      -  MCKINNEY                                 216 09 29.2
 PW0571
 PW0571|---------------------------------------------------------------------|
 PW0571| PID    Reference Object                     Distance      Geod. Az  |
 PW0571|                                                           dddmmss.s |
 PW0571| PW0577 MCKINNEY                            APPROX.12.9 KM 2145822.7 |
 PW0571|---------------------------------------------------------------------|
 PW0571
 PW0571                          SUPERSEDED SURVEY CONTROL
 PW0571
 PW0571  NAD 83(1986)-  44 24 53.32133(N)    106 41 35.41996(W) AD(       ) 3
 PW0571
 PW0571.Superseded values are not recommended for survey control.
 PW0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0571.See file dsdata.txt to determine how the superseded data were derived.
 PW0571
 PW0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK6520019341(NAD 83)
 PW0571_MARKER: Z = SEE DESCRIPTION
 PW0571_SETTING: 0 = UNSPECIFIED SETTING
 PW0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0571
 PW0571  HISTORY     - Date     Condition        Report By
 PW0571  HISTORY     - 1900     MONUMENTED       USGS
 PW0571
 PW0571                          STATION DESCRIPTION
 PW0571
 PW0571'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 PW0571'SITUATED ON A GRASSY POINT ON E. AND W. RIDGE, ABOUT 4 MI. N. OF
 PW0571'BUFFALO AND 3 MI. S. OF LAKE DE SMET.  IT IS 2.5 MI. E. OF
 PW0571'SHERIDAN-BUFFALO STAGE ROAD.
 PW0571'
 PW0571'STATION MARK--STANDARD IRON BENCH MARK POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1226 ***********************************************************************
 MO1226  DESIGNATION -  BUFORD WT
 MO1226  PID         -  MO1226
 MO1226  STATE/COUNTY-  WY/ALBANY
 MO1226  USGS QUAD   -  BUFORD (1987)
 MO1226
 MO1226                         *CURRENT SURVEY CONTROL
 MO1226  ___________________________________________________________________
 MO1226* NAD 83(1993)-  41 07 18.96057(N)    105 18 13.38868(W)     ADJUSTED  
 MO1226* NAVD 88     -      2416.4    (meters)    7928.     (feet)  VERTCON   
 MO1226  ___________________________________________________________________
 MO1226  LAPLACE CORR-         -14.73  (seconds)                    DEFLEC99
 MO1226  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 MO1226
 MO1226  HORZ ORDER  -  THIRD
 MO1226
 MO1226.The horizontal coordinates were established by classical geodetic methods
 MO1226.and adjusted by the National Geodetic Survey in January 1997..
 MO1226
 MO1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1226
 MO1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1226
 MO1226.The geoid height was determined by GEOID03.
 MO1226
 MO1226;                    North         East     Units Scale Factor Converg.
 MO1226;SPC WY E     -    69,070.610   188,491.064   MT  0.99993913   -0 05 24.5
 MO1226;UTM  13      - 4,552,337.422   474,503.876   MT  0.99960800   -0 11 59.1
 MO1226
 MO1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1226!SPC WY E     -   0.99962311  x   0.99993913  =   0.99956226
 MO1226!UTM  13      -   0.99962311  x   0.99960800  =   0.99923125
 MO1226
 MO1226                          SUPERSEDED SURVEY CONTROL
 MO1226
 MO1226  NAD 83(1993)-  41 07 18.94742(N)    105 18 13.38727(W) AD(       ) 3
 MO1226  NAD 83(1986)-  41 07 18.94716(N)    105 18 13.38702(W) AD(       ) 3
 MO1226  NAD 27      -  41 07 19.01111(N)    105 18 11.44984(W) AD(       ) 3
 MO1226  NGVD 29 (07/19/86) 2415.3    (m)         7924.     (f) VERT ANG       
 MO1226
 MO1226.Superseded values are not recommended for survey control.
 MO1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1226.See file dsdata.txt to determine how the superseded data were derived.
 MO1226
 MO1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7450452337(NAD 83)
 MO1226_MARKER: Z = SEE DESCRIPTION
 MO1226_SETTING: 0 = UNSPECIFIED SETTING
 MO1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1226
 MO1226  HISTORY     - Date     Condition        Report By
 MO1226  HISTORY     - 1947     MONUMENTED       USGS
 MO1226
 MO1226                          STATION DESCRIPTION
 MO1226
 MO1226'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1226'NO DESCRIPTION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0779 ***********************************************************************
 MR0779  DESIGNATION -  BUG
 MR0779  PID         -  MR0779
 MR0779  STATE/COUNTY-  WY/UINTA
 MR0779  USGS QUAD   -  LONETREE (1980)
 MR0779
 MR0779                         *CURRENT SURVEY CONTROL
 MR0779  ___________________________________________________________________
 MR0779* NAD 83(1993)-  41 00 30.29817(N)    110 07 52.12034(W)     ADJUSTED  
 MR0779* NAVD 88     -      2492.0    (meters)    8176.     (feet)  VERTCON   
 MR0779  ___________________________________________________________________
 MR0779  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 MR0779  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 MR0779
 MR0779  HORZ ORDER  -  THIRD
 MR0779
 MR0779.The horizontal coordinates were established by classical geodetic methods
 MR0779.and adjusted by the National Geodetic Survey in January 1997..
 MR0779
 MR0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0779
 MR0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0779
 MR0779.The geoid height was determined by GEOID03.
 MR0779
 MR0779;                    North         East     Units Scale Factor Converg.
 MR0779;SPC WY W     -   156,456.760   795,978.158   MT  0.99993770   -0 01 52.9
 MR0779;UTM  12      - 4,540,054.855   573,063.174   MT  0.99966570   +0 34 12.5
 MR0779
 MR0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0779!SPC WY W     -   0.99961133  x   0.99993770  =   0.99954905
 MR0779!UTM  12      -   0.99961133  x   0.99966570  =   0.99927716
 MR0779
 MR0779:                Primary Azimuth Mark                     Grid Az
 MR0779:SPC WY W     -  WIDDOP                                   134 58 51.5
 MR0779:UTM  12      -  WIDDOP                                   134 22 46.1
 MR0779
 MR0779|---------------------------------------------------------------------|
 MR0779| PID    Reference Object                     Distance      Geod. Az  |
 MR0779|                                                           dddmmss.s |
 MR0779| LO1033 WIDDOP                              APPROX. 7.3 KM 1345658.6 |
 MR0779|---------------------------------------------------------------------|
 MR0779
 MR0779                          SUPERSEDED SURVEY CONTROL
 MR0779
 MR0779  NAD 83(1986)-  41 00 30.27845(N)    110 07 52.10977(W) AD(       ) 3
 MR0779  NAD 27      -  41 00 30.46787(N)    110 07 49.53273(W) AD(       ) 3
 MR0779  NGVD 29 (07/19/86) 2490.5    (m)         8171.     (f) VERT ANG       
 MR0779
 MR0779.Superseded values are not recommended for survey control.
 MR0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0779.See file dsdata.txt to determine how the superseded data were derived.
 MR0779
 MR0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7306340055(NAD 83)
 MR0779_MARKER: DD = SURVEY DISK
 MR0779_SETTING: 0 = UNSPECIFIED SETTING
 MR0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0779
 MR0779  HISTORY     - Date     Condition        Report By
 MR0779  HISTORY     - 1965     MONUMENTED       USGS
 MR0779
 MR0779                          STATION DESCRIPTION
 MR0779
 MR0779'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MR0779'LOCATED ABOUT 2.5 MI. SSE. OF LONETREE, WYOMING, ABOUT 1 MI. E. OF
 MR0779'BEAVER CREEK, ON A LOW ROUNDED TOP.
 MR0779'
 MR0779'TO REACH FROM GENERAL STORE AND POST OFFICE IN LONETREE, DRIVE S. ON
 MR0779'MAIN RD. FOR 0.2 MI. TO T-RD., TURN LEFT (E.) AND GO 1.9 MI. TO
 MR0779'ANOTHER T-RD., CONTINUE STRAIGHT AHEAD (S.) TOWARDS HOOP LAKE AS
 MR0779'PER SIGN AND DRIVE 3.3 MI. TO A SIDE RD. TO THE LEFT (SE.), TURN LEFT
 MR0779'AND GO 0.2 MI. TO A GATE, DO NOT GO THROUGH GATE, FOLLOW TRACKS ON N.
 MR0779'SIDE OF FENCE FOR 0.6 MI., TURN LEFT (N.) AND FOLLOW DIM TRACKS UP
 MR0779'VALLEY GOING 0.6 MI. TO W. SIDE OF LOW HILLS, TURN RIGHT AND GO UP
 MR0779'STEEP GRADE FOR 0.1 MI. TO TOP OF LOW HILL, DRIVE 0.3 MI. ACROSS
 MR0779'DRAINAGE AND UP TO S. END OF HILL AND STATION SITE.
 MR0779'
 MR0779'STATION MARK--STANDARD TABLET, STAMPED ---BUG 1965---, SET IN
 MR0779'CONCRETE POST.
 MR0779'
 MR0779'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 MR0779'---BUG 1 1965---, SET IN BURIED ROCK PROJECTING 0.2 FT., 0.8 FT.
 MR0779'BELOW STATION MARK.
 MR0779'
 MR0779'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 MR0779'---BUG 2 1965---, SET IN BURIED ROCK PROJECTING 0.1 FT., 0.5 FT.
 MR0779'BELOW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1067 ***********************************************************************
 MO1067  DESIGNATION -  BUG
 MO1067  PID         -  MO1067
 MO1067  STATE/COUNTY-  WY/LARAMIE
 MO1067  USGS QUAD   -  DURHAM (1978)
 MO1067
 MO1067                         *CURRENT SURVEY CONTROL
 MO1067  ___________________________________________________________________
 MO1067* NAD 83(1993)-  41 08 22.86035(N)    104 31 20.29308(W)     ADJUSTED  
 MO1067* NAVD 88     -      1756.     (meters)    5761.     (feet)  SCALED    
 MO1067  ___________________________________________________________________
 MO1067  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 MO1067  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 MO1067
 MO1067  HORZ ORDER  -  SECOND
 MO1067
 MO1067.The horizontal coordinates were established by classical geodetic methods
 MO1067.and adjusted by the National Geodetic Survey in January 1997..
 MO1067
 MO1067.The orthometric height was scaled from a topographic map.
 MO1067
 MO1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1067
 MO1067.The geoid height was determined by GEOID03.
 MO1067
 MO1067;                    North         East     Units Scale Factor Converg.
 MO1067;SPC WY E     -    71,232.808   254,095.762   MT  0.99997350   +0 25 26.2
 MO1067;UTM  13      - 4,554,373.387   540,090.123   MT  0.99961978   +0 18 51.4
 MO1067
 MO1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1067!SPC WY E     -   0.99972736  x   0.99997350  =   0.99970086
 MO1067!UTM  13      -   0.99972736  x   0.99961978  =   0.99934724
 MO1067
 MO1067:                Primary Azimuth Mark                     Grid Az
 MO1067:SPC WY E     -  BUG AZ MK                                002 22 33.8
 MO1067:UTM  13      -  BUG AZ MK                                002 29 08.6
 MO1067
 MO1067|---------------------------------------------------------------------|
 MO1067| PID    Reference Object                     Distance      Geod. Az  |
 MO1067|                                                           dddmmss.s |
 MO1067| CP8880 BUG AZ MK                                          0024800.0 |
 MO1067| CP8882 BUG RM 2                              9.487 METERS 00354     |
 MO1067| CP8881 BUG RM 1                             10.992 METERS 17711     |
 MO1067|---------------------------------------------------------------------|
 MO1067
 MO1067                          SUPERSEDED SURVEY CONTROL
 MO1067
 MO1067  NAD 83(1986)-  41 08 22.84913(N)    104 31 20.29038(W) AD(       ) 2
 MO1067  NAD 27      -  41 08 22.91590(N)    104 31 18.42810(W) AD(       ) 2
 MO1067
 MO1067.Superseded values are not recommended for survey control.
 MO1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1067.See file dsdata.txt to determine how the superseded data were derived.
 MO1067
 MO1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF4009054373(NAD 83)
 MO1067_MARKER: DS = TRIANGULATION STATION DISK
 MO1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1067
 MO1067  HISTORY     - Date     Condition        Report By
 MO1067  HISTORY     - 1959     MONUMENTED       CGS
 MO1067  HISTORY     - 1985     GOOD             DMA
 MO1067
 MO1067                          STATION DESCRIPTION
 MO1067
 MO1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1067'THE STATION IS LOCATED, AIRLINE, ABOUT 14-1/2 MILES EAST OF
 MO1067'CHEYENNE, AND 1 MILE SOUTH OF U.S. HIGHWAY 30, ALONG THE
 MO1067'EAST SIDE OF A FARM ROAD.
 MO1067'
 MO1067'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD DEPOT IN
 MO1067'CHEYENNE, GO NORTHWEST ON CAPITOL AVENUE FOR 1 BLOCK.  TURN
 MO1067'RIGHT ONTO U.S. HIGHWAY 30 (LINCOLN HIGHWAY) AND GO EAST
 MO1067'FOR 7.25 MILES TO AN OVERPASS CROSSING OVER THE UNION PACIFIC
 MO1067'RAILROAD.  CONTINUE EAST ON THE HIGHWAY FOR 6.8 MILES TO
 MO1067'A CROSS ROAD, A SIGN ABERDEEN ANGUS- JOHN C KUPER AND THE
 MO1067'AZIMUTH MARK WHICH IS 360 FEET EAST-SOUTHEAST OF THE CENTER
 MO1067'OF THE CROSS ROAD.  TURN RIGHT AND GO SOUTH ON THE GRAVELED
 MO1067'ROAD FOR 1.2 MILES TO A METAL WITNESS SIGN ON THE LEFT, EAST
 MO1067'SIDE AND THE STATION.
 MO1067'
 MO1067'THE STATION IS A STANDARD DISK STAMPED BUG 1959 SET IN TOP
 MO1067'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 MO1067'ABOVE THE GROUND.  IT IS 21 FEET EAST OF THE CENTER OF A FARM
 MO1067'ROAD, 4 FEET NORTHWEST OF A WITNESS SIGN AND 3 FEET WEST
 MO1067'OF A NORTH-SOUTH FENCE LINE.
 MO1067'
 MO1067'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BUG NO
 MO1067'1 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MO1067'WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS THE SAME
 MO1067'ELEVATION AS THE STATION.  IT IS 23 FEET EAST OF A FARM ROAD
 MO1067'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 MO1067'
 MO1067'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BUG NO 2 1959
 MO1067'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MO1067'4 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION AS
 MO1067'THE STATION.  IT IS 23 FEET EAST OF THE CENTER OF A FARM
 MO1067'ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 MO1067'
 MO1067'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUG 1959 SET
 MO1067'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MO1067'4 INCHES ABOVE THE GROUND.  IT IS 360 FEET EAST-SOUTHEAST
 MO1067'OF THE CENTER OF A CROSS ROAD FORMED BY A GRAVELED ROAD AND
 MO1067'U.S. HIGHWAY 30, 81 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 MO1067'2 FEET EAST OF A METAL WITNESS SIGN AND 1 FOOT NORTH OF AN
 MO1067'EAST-WEST FENCE LINE.
 MO1067'
 MO1067'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 MO1067
 MO1067                          STATION RECOVERY (1985)
 MO1067
 MO1067'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (CW)
 MO1067'BUG 1959 FOUND GOOD.
 MO1067'
 MO1067'BUG NO 1 1959 FOUND GOOD.
 MO1067'
 MO1067'BUG NO 2 1959 FOUND GOOD.
 MO1067'
 MO1067'BUG AZIMUTH MARK NOT SEARCHED FOR.
 MO1067'
 MO1067'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80
 MO1067'AND WYOMING HIGHWAY 217, GO SOUTH ON HIGHWAY 217 1.1 MILES TO A
 MO1067'POWER LINE.  PROCEED SOUTH 0.2 MILES TO THE TOP OF THE HILL, A METAL
 MO1067'WITNESS POST ON THE LEFT, EAST SIDE OF THE ROAD, AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0658 ***********************************************************************
 NQ0658  DESIGNATION -  BUG
 NQ0658  PID         -  NQ0658
 NQ0658  STATE/COUNTY-  WY/CONVERSE
 NQ0658  USGS QUAD   -  HERMIT ROCK (1964)
 NQ0658
 NQ0658                         *CURRENT SURVEY CONTROL
 NQ0658  ___________________________________________________________________
 NQ0658* NAD 83(1993)-  42 43 45.68961(N)    105 38 37.69970(W)     ADJUSTED  
 NQ0658* NAVD 88     -      1915.     (meters)    6283.     (feet)  VERTCON   
 NQ0658  ___________________________________________________________________
 NQ0658  LAPLACE CORR-          -8.55  (seconds)                    DEFLEC99
 NQ0658  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 NQ0658
 NQ0658  HORZ ORDER  -  THIRD
 NQ0658
 NQ0658.The horizontal coordinates were established by classical geodetic methods
 NQ0658.and adjusted by the National Geodetic Survey in January 1997..
 NQ0658
 NQ0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0658
 NQ0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0658
 NQ0658.The geoid height was determined by GEOID03.
 NQ0658
 NQ0658;                    North         East     Units Scale Factor Converg.
 NQ0658;SPC WY E     -   247,700.433   160,925.723   MT  0.99995628   -0 19 25.5
 NQ0658;UTM  13      - 4,730,962.128   447,294.662   MT  0.99963417   -0 26 12.7
 NQ0658
 NQ0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0658!SPC WY E     -   0.99970188  x   0.99995628  =   0.99965818
 NQ0658!UTM  13      -   0.99970188  x   0.99963417  =   0.99933616
 NQ0658
 NQ0658                          SUPERSEDED SURVEY CONTROL
 NQ0658
 NQ0658  NAD 83(1986)-  42 43 45.67125(N)    105 38 37.68567(W) AD(       ) 3
 NQ0658  NAD 27      -  42 43 45.79134(N)    105 38 35.70501(W) AD(       ) 3
 NQ0658  NGVD 29 (07/19/86) 1914.     (m)         6280.     (f) VERT ANG       
 NQ0658
 NQ0658.Superseded values are not recommended for survey control.
 NQ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0658.See file dsdata.txt to determine how the superseded data were derived.
 NQ0658
 NQ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4729530962(NAD 83)
 NQ0658_MARKER: DD = SURVEY DISK
 NQ0658_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0658_SP_SET: SET IN ROCK OUTCROP
 NQ0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0658+STABILITY: POSITION/ELEVATION WELL
 NQ0658
 NQ0658  HISTORY     - Date     Condition        Report By
 NQ0658  HISTORY     - 1947     MONUMENTED       USGS
 NQ0658
 NQ0658                          STATION DESCRIPTION
 NQ0658
 NQ0658'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0658'LOCATED ABOUT 13 MI. W. OF DOUGLAS, WYOMING, ABOUT 2 MI. W. OF THE
 NQ0658'NATURAL BRIDGE ON A HIGH, BRUSH COVERED HILL BETWEEN NATURAL BRIDGE
 NQ0658'RD. AND THE WINDY RIDGE RD., THE MOST NORTHERLY POINT IN THIS
 NQ0658'VICINITY.
 NQ0658'
 NQ0658'TO REACH STATION FROM RAILROAD STATION IN DOUGLAS, PROCEED W. ON U.S.
 NQ0658'HIGHWAYS 20 AND 87, GO 12.6 MI. TO NATURAL BRIDGE FILLING STATION ON
 NQ0658'THE LEFT (S.) SIDE OF HIGHWAY.  GO S. ON WELL USED RD. 4.4 MI.  TURN
 NQ0658'RIGHT AND PASS THRU GATE GOING W. ACROSS PASTURE LAND 0.7 MI. TO
 NQ0658'FENCE ON N. SIDE OF HIGH BRUSH COVERED HILL.  END OF TRUCK TRAVEL.
 NQ0658'PROCEED S. UP HILL TO HIGHEST POINT AND STATION.  APPROXIMATELY A
 NQ0658'45 MINUTE HIKE WITH PACK.
 NQ0658'
 NQ0658'STATION MARK--STANDARD TABLET STAMPED ---BUG 1947--- SET IN ROCK
 NQ0658'ABOUT 15 FT. E. OF ROCK CAIRN.
 NQ0658'
 NQ0658'REFERENCE MARK NO. 1--3 IN. DRILL HOLE IN ROCK LOCATED 15.52 FT. NW.
 NQ0658'OF STATION MARK, APPROXIMATELY 5 FT. N. OF ROCK CAIRN.
 NQ0658'
 NQ0658'REFERENCE MARK NO. 2--2 IN. DRILL HOLE IN IRREGULAR SHAPED ROCK
 NQ0658'APPROXIMATELY 1.5 FT. HIGH LOCATED 14.90 FT. NE. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0468 ***********************************************************************
 PV0468  DESIGNATION -  BULL
 PV0468  PID         -  PV0468
 PV0468  STATE/COUNTY-  WY/CROOK
 PV0468  USGS QUAD   -  DEVILS RUN (1984)
 PV0468
 PV0468                         *CURRENT SURVEY CONTROL
 PV0468  ___________________________________________________________________
 PV0468* NAD 83(1993)-  44 58 22.29430(N)    104 17 19.41293(W)     ADJUSTED  
 PV0468* NAVD 88     -      1153.5    (meters)    3784.     (feet)  VERTCON   
 PV0468  ___________________________________________________________________
 PV0468  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 PV0468  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 PV0468
 PV0468  HORZ ORDER  -  FIRST
 PV0468
 PV0468.The horizontal coordinates were established by classical geodetic methods
 PV0468.and adjusted by the National Geodetic Survey in January 1998..
 PV0468
 PV0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0468
 PV0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0468
 PV0468.The geoid height was determined by GEOID03.
 PV0468
 PV0468;                    North         East     Units Scale Factor Converg.
 PV0468;SPC WY E     -   497,223.414   269,251.208   MT  0.99999645   +0 37 13.9
 PV0468;SPC MT       -    94,018.813 1,010,789.925   MT  1.00001640   +3 48 43.4
 PV0468;SPC MT       -   308,460.67  3,316,239.91   iFT  1.00001640   +3 48 43.4
 PV0468;UTM  13      - 4,980,181.497   556,085.749   MT  0.99963868   +0 30 09.8
 PV0468
 PV0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0468!SPC WY E     -   0.99982152  x   0.99999645  =   0.99981797
 PV0468!SPC MT       -   0.99982152  x   1.00001640  =   0.99983792
 PV0468!UTM  13      -   0.99982152  x   0.99963868  =   0.99946026
 PV0468
 PV0468|---------------------------------------------------------------------|
 PV0468| PID    Reference Object                     Distance      Geod. Az  |
 PV0468|                                                           dddmmss.s |
 PV0468| CP8884 BULL RM 1                             8.096 METERS 20748     |
 PV0468| CP8883 BULL AZ MK                                         2965647.4 |
 PV0468| CP8885 BULL RM 2                             6.648 METERS 30715     |
 PV0468|---------------------------------------------------------------------|
 PV0468
 PV0468                          SUPERSEDED SURVEY CONTROL
 PV0468
 PV0468  NAD 83(1993)-  44 58 22.29203(N)    104 17 19.41217(W) AD(       ) 1
 PV0468  NAD 83(1986)-  44 58 22.28217(N)    104 17 19.40561(W) AD(       ) 1
 PV0468  NAD 27      -  44 58 22.33100(N)    104 17 17.59500(W) AD(       ) 1
 PV0468  NGVD 29 (07/19/86) 1152.9    (m)         3782.     (f) VERT ANG       
 PV0468
 PV0468.Superseded values are not recommended for survey control.
 PV0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0468.See file dsdata.txt to determine how the superseded data were derived.
 PV0468
 PV0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK5608680181(NAD 83)
 PV0468_MARKER: DS = TRIANGULATION STATION DISK
 PV0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0468
 PV0468  HISTORY     - Date     Condition        Report By
 PV0468  HISTORY     - 1949     MONUMENTED       CGS
 PV0468
 PV0468                          STATION DESCRIPTION
 PV0468
 PV0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0468'STATION IS LOCATED ON A HIGH, GRASSY HILL, ABOUT 8 MILES SOUTHEAST
 PV0468'OF ALZADA, ABOUT 2 MILES SOUTH OF THE MONTANA-WYOMING STATE LINE,
 PV0468'8 FEET WEST OF A WITNESS POST, AND ON LAND OWNED BY MR. NEWLAND.
 PV0468'
 PV0468'TO REACH FROM THE ALZADA GARAGE IN ALZADA, GO SOUTHEAST ON
 PV0468'U.S. HIGHWAY 212 FOR 7.0 MILES TO SIDE ROAD LEFT AT MAIL BOX
 PV0468'(L.P. RIPLEY).  TURN LEFT ON TRACK ROAD AND GO NORTH FOR 0.1
 PV0468'MILE TO THE RIPLEY RANCH HOUSE.  CONTINUE NORTH-NORTHWEST ON
 PV0468'TRACK ROAD FOR 1.55 MILES TO FORK.  BEAR RIGHT AND GO 0.35 MILE
 PV0468'TO A FORK.  BEAR LEFT AND GO 0.1 MILE TO A WIRE GATE.  PASS
 PV0468'THROUGH GATE, TURN RIGHT ON TRACK ROAD, AND GO 0.7 MILE TO A
 PV0468'FORK AND AZIMUTH MARK ON LEFT.  BEAR LEFT AND GO 0.5 MILE TO
 PV0468'STATION.
 PV0468'
 PV0468'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0468'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 PV0468'STAMPED BULL 1949.
 PV0468'
 PV0468'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0468'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND
 PV0468'THE DISK IS STAMPED BULL NO 1 1949.
 PV0468'
 PV0468'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 10
 PV0468'X 10-INCH CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE
 PV0468'DISK IS STAMPED BULL NO 2 1949.
 PV0468'
 PV0468'THE HORIZONTAL DISTANCE BETWEEN THE REFERENCE MARKS IS 37.02 FEET
 PV0468'AND 11.284 METERS.
 PV0468'
 PV0468'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0468'CONCRETE POST.  IT IS 120 FEET NORTH OF A TRACK ROAD AND 6
 PV0468'FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES,
 PV0468'AND THE DISK IS STAMPED BULL 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1198 ***********************************************************************
 MO1198  DESIGNATION -  BULL CAMP
 MO1198  PID         -  MO1198
 MO1198  STATE/COUNTY-  WY/ALBANY
 MO1198  USGS QUAD   -  BULL CAMP PEAK (1981)
 MO1198
 MO1198                         *CURRENT SURVEY CONTROL
 MO1198  ___________________________________________________________________
 MO1198* NAD 83(1993)-  41 54 54.25758(N)    105 29 57.49216(W)     ADJUSTED  
 MO1198* NAVD 88     -      2316.5    (meters)    7600.     (feet)  VERTCON   
 MO1198  ___________________________________________________________________
 MO1198  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 MO1198  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 MO1198
 MO1198  HORZ ORDER  -  THIRD
 MO1198
 MO1198.The horizontal coordinates were established by classical geodetic methods
 MO1198.and adjusted by the National Geodetic Survey in January 1997..
 MO1198
 MO1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1198
 MO1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1198
 MO1198.The geoid height was determined by GEOID03.
 MO1198
 MO1198;                    North         East     Units Scale Factor Converg.
 MO1198;SPC WY E     -   157,198.604   172,405.888   MT  0.99994687   -0 13 20.0
 MO1198;UTM  13      - 4,640,467.311   458,593.886   MT  0.99962110   -0 20 00.8
 MO1198
 MO1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1198!SPC WY E     -   0.99963863  x   0.99994687  =   0.99958552
 MO1198!UTM  13      -   0.99963863  x   0.99962110  =   0.99925986
 MO1198
 MO1198:                Primary Azimuth Mark                     Grid Az
 MO1198:SPC WY E     -  DOUTH                                    005 09 16.8
 MO1198:UTM  13      -  DOUTH                                    005 15 57.6
 MO1198
 MO1198|---------------------------------------------------------------------|
 MO1198| PID    Reference Object                     Distance      Geod. Az  |
 MO1198|                                                           dddmmss.s |
 MO1198| MO1197 DOUTH                               APPROX. 8.6 KM 0045556.8 |
 MO1198|---------------------------------------------------------------------|
 MO1198
 MO1198                          SUPERSEDED SURVEY CONTROL
 MO1198
 MO1198  NAD 83(1986)-  41 54 54.24164(N)    105 29 57.48608(W) AD(       ) 3
 MO1198  NAD 27      -  41 54 54.35187(N)    105 29 55.52161(W) AD(       ) 3
 MO1198  NGVD 29 (07/19/86) 2315.5    (m)         7597.     (f) VERT ANG       
 MO1198
 MO1198.Superseded values are not recommended for survey control.
 MO1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1198.See file dsdata.txt to determine how the superseded data were derived.
 MO1198
 MO1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG5859440467(NAD 83)
 MO1198_MARKER: DD = SURVEY DISK
 MO1198_SETTING: 66 = SET IN ROCK OUTCROP
 MO1198_SP_SET: SET IN ROCK OUTCROP
 MO1198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1198+STABILITY: POSITION/ELEVATION WELL
 MO1198
 MO1198  HISTORY     - Date     Condition        Report By
 MO1198  HISTORY     - 1953     MONUMENTED       USGS
 MO1198
 MO1198                          STATION DESCRIPTION
 MO1198
 MO1198'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1198'STATION IS LOCATED ABOUT 27 MI. (AIRLINE) NE. OF ROCK RIVER, IN
 MO1198'SEC. 5, T 22 N, R 72 W, ON THE HIGHEST POINT OF A VERY PROMINENT
 MO1198'TOP, LOCALLY KNOWN AS BULL CAMP PEAK.
 MO1198'
 MO1198'TO REACH STATION FROM POST OFFICE IN ROCK RIVER, PROCEED E. 0.2 MI.
 MO1198'TO U.S. HIGHWAY 30, TURN LEFT AND GO N. 1.5 MI. TO POINT WHERE THE
 MO1198'OLD HIGHWAY FORKS OFF TO RIGHT, TAKE THE OLD RD. AND GO 1.3 MI. TO
 MO1198'CROSSROADS, TURN RIGHT ONTO GRAVEL RD. AND FOLLOW SIGNS MARKED
 MO1198'---GARRET ROUTE--- 25.3 MI. TO RD. FORK, TAKE RIGHT FORK AND GO 1.5
 MO1198'MI. TO RD. FORK, TAKE RIGHT FORK AND GO 3.0 MI., STAYING ON MAIN
 MO1198'TRAVELED RD., TO THE DODGE RANCH, TURN LEFT AFTER PASSING THROUGH
 MO1198'RANCH AND CONTINUE ON THE MAIN TRAVELED RD. 1.1 MI. TO A RD. FORK,
 MO1198'TAKE RIGHT FORK AND GO 1.8 MI., AT THIS POINT TURN RIGHT ON TO DIM
 MO1198'TRACK RD. AND GO 0.7 MI. TO A RD. FORK, TAKE LEFT FORK AND GO 0.5
 MO1198'MI., AT THIS POINT PULL LEFT OFF RD. AND GO UP THE HILL ABOUT 0.2
 MO1198'MI. TO THE END OF TRUCK TRAVEL.  FROM HERE PACK TO TOP OF HILL AND
 MO1198'STATION SITE.  A 10 MINUTE PACK.
 MO1198'
 MO1198'STATION MARK--STANDARD USGS TABLET, SET IN LARGE ROCK, SURROUNDED
 MO1198'BY ROCK CAIRN.
 MO1198'
 MO1198'REFERENCE MARKS--NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0333 ***********************************************************************
 OW0333  DESIGNATION -  BULL LAKE
 OW0333  PID         -  OW0333
 OW0333  STATE/COUNTY-  WY/FREMONT
 OW0333  USGS QUAD   -  PARADISE BASIN (1993)
 OW0333
 OW0333                         *CURRENT SURVEY CONTROL
 OW0333  ___________________________________________________________________
 OW0333* NAD 83(1993)-  43 07 11.37515(N)    109 15 43.96083(W)     ADJUSTED  
 OW0333* NAVD 88     -      3252.5    (meters)   10671.     (feet)  VERTCON   
 OW0333  ___________________________________________________________________
 OW0333  LAPLACE CORR-         -16.71  (seconds)                    DEFLEC99
 OW0333  GEOID HEIGHT-          -8.71  (meters)                     GEOID03
 OW0333
 OW0333  HORZ ORDER  -  SECOND
 OW0333
 OW0333.The horizontal coordinates were established by classical geodetic methods
 OW0333.and adjusted by the National Geodetic Survey in January 1997..
 OW0333
 OW0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0333
 OW0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0333
 OW0333.The geoid height was determined by GEOID03.
 OW0333
 OW0333;                    North         East     Units Scale Factor Converg.
 OW0333;SPC WYWC     -   291,092.286   558,317.612   MT  0.99995887   -0 21 00.4
 OW0333;UTM  12      - 4,775,587.095   641,370.191   MT  0.99984586   +1 11 16.9
 OW0333
 OW0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0333!SPC WYWC     -   0.99949156  x   0.99995887  =   0.99945045
 OW0333!UTM  12      -   0.99949156  x   0.99984586  =   0.99933750
 OW0333
 OW0333|---------------------------------------------------------------------|
 OW0333| PID    Reference Object                     Distance      Geod. Az  |
 OW0333|                                                           dddmmss.s |
 OW0333| CP4614 BULL LAKE RM 1                       13.761 METERS 01115     |
 OW0333| CP4615 BULL LAKE RM 2                       23.839 METERS 04851     |
 OW0333| CP4613 BULL LAKE AZ MK                                    2120007.0 |
 OW0333|---------------------------------------------------------------------|
 OW0333
 OW0333                          SUPERSEDED SURVEY CONTROL
 OW0333
 OW0333  NAD 83(1986)-  43 07 11.36599(N)    109 15 43.95258(W) AD(       ) 2
 OW0333  NAD 27      -  43 07 11.52000(N)    109 15 41.46400(W) AD(       ) 2
 OW0333  NGVD 29 (11/06/89) 3251.2    (m)        10667.     (f) VERT ANG       
 OW0333
 OW0333.Superseded values are not recommended for survey control.
 OW0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0333.See file dsdata.txt to determine how the superseded data were derived.
 OW0333
 OW0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN4137075587(NAD 83)
 OW0333_MARKER: DS = TRIANGULATION STATION DISK
 OW0333_SETTING: 66 = SET IN ROCK OUTCROP
 OW0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0333
 OW0333  HISTORY     - Date     Condition        Report By
 OW0333  HISTORY     - 1936     MONUMENTED       CGS
 OW0333  HISTORY     - 1950     GOOD             USGS
 OW0333
 OW0333                          STATION DESCRIPTION
 OW0333
 OW0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0333'ABOUT 21-1/2 MILES WEST-NORTHWEST FROM FORT WASHAKIE, 7 MILES
 OW0333'SOUTHWEST FROM SOUTHWEST END OF BULL LAKE, ON HIGH AND
 OW0333'PROMINENT ROCKY PEAK OF DIVIDE BETWEEN BULL LAKE CREEK AND
 OW0333'NORTH FORK OF SAGE CREEK, ON EASTERLY OF TWO ROCKY SUMMITS
 OW0333'WHICH ARE SEPARATED BY DEEP NOTCH, 40 FEET EAST BY NORTH OF
 OW0333'HIGHEST ROCKY POINT, ON FLAT BEDROCK, 5 FEET NORTH OF EDGE
 OW0333'OF VERTICAL CLIFF AT SOUTH SIDE OF SUMMIT, AND AT LOCATION OF
 OW0333'STATION BULL LAKE (U.S.G.S.), THE ROCK CAIRN MARKING OF WHICH
 OW0333'HAS BEEN REMOVED.  TO REACH FROM FORT WASHAKIE, FOLLOW STATE
 OW0333'HIGHWAY 287 NORTH 7.0 MILES, BEAR LEFT ON GRADED ROAD IN
 OW0333'BOTTOM OF BROAD VALLEY, AND CONTINUE NORTHWEST AND WEST ON
 OW0333'MAIN GRADED ROAD 5.5 MILES.  TAKE LEFT FORK AT FOOT OF GRADE
 OW0333'JUST BEYOND PASS AND CONTINUE SOUTHWEST ON MAIN-TRAVELED
 OW0333'ROAD 13.5 MILES TO END OF TRUCK TRAVEL AT ST. LAWRENCE
 OW0333'RANGER STATION.  GO WESTERLY ON HORSEBACK ALONG NORTH
 OW0333'SIDE OF ST. LAWRENCE CREEK ABOUT 1-1/2 MILES TO EDGE OF
 OW0333'TIMBER.  BEAR RIGHT UP THROUGH CANYON AND THEN ALONG
 OW0333'TIMBERED ROCKY RIDGE (PARADISE RIDGE) ABOUT 4 MILES TO
 OW0333'INTERSECTION WITH TRAIL ALONG NORTH FORK OF SAGE CREEK,
 OW0333'THENCE NORTHWESTERLY ALONG THIS TRAIL ABOUT 1-1/2 MILES
 OW0333'TO BASE OF SMOOTH GRASSY SLOPE ON WEST SIDE OF PEAK.  GO
 OW0333'UP SLOPE ABOUT 3/8 MILE TO END OF HORSE TRAVEL AT FOOT OF
 OW0333'WEST END OF ROCKY SUMMIT.  PACK EASTERLY ALONG SOUTH SIDE OF
 OW0333'SHEER CLIFFS ABOUT 1/4 MILE TO NARROW CREVICE LEADING TO TOP
 OW0333'OF EAST PEAK, JUST EAST OF DEEP NOTCH WHICH SEPARATES TWO
 OW0333'SUMMITS.  CLIMB UP THROUGH THIS CREVICE ABOUT 25 FEET TO TOP,
 OW0333'THENCE EASTERLY ABOUT 50 YARDS TO STATION.  ABOUT 4 HOURS
 OW0333'HARD RIDING FROM RANGER STATION AND 1/2 HOUR OF FAIRLY DIFFICULT
 OW0333'PACKING.  ROPE NEEDED TO HAUL PACKS UP CREVICE TO SUMMIT.
 OW0333'STATION MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.
 OW0333'REFERENCE MARKS ARE STANDARD DISKS IN OUTCROPPING BEDROCK,
 OW0333'NO. 1 IS NEAR WEST EDGE OF SLIGHTLY LOWER LEVEL
 OW0333'SPACE, IN FLAT LEDGE ROCK, AND 13.761 METERS (45.15 FEET)
 OW0333'NORTH OF STATION S 11 DEG 15 MIN E.  NO. 2 IS
 OW0333'ALONG CREST OF SUMMIT, 15 FEET NORTH OF SOUTH EDGE OF
 OW0333'SUMMIT, AND 23.839 METERS (78.21 FEET) NORTHEAST OF
 OW0333'STATION N 48 DEG 52 MIN E.  AZIMUTH MARK IS STANDARD
 OW0333'DISK IN BOULDER, ON FIRST LOCAL SUMMIT OF RIDGE
 OW0333'SOUTHWEST OF NARROW VALLEY AT FOOT OF PEAK, ABOUT 100
 OW0333'YARDS NORTH BY WEST OF TWO TRIANGLE-BLAZED TREES ON
 OW0333'EITHER SIDE OF DIM TRAIL LEADING ALONG RIDGE, IN BURNT-OVER
 OW0333'SECTION OF TIMBER, ON TOP OF VERY FRIABLE SHALE ROCK, AND
 OW0333'ABOUT 1.5 MILES SOUTHWEST OF STATION S 32 DEG 00 MIN W.
 OW0333
 OW0333                          STATION RECOVERY (1950)
 OW0333
 OW0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0333'RECOVERED BY USGS IN 1948 AND 1950.
 OW0333'
 OW0333'STATION MARK--STANDARD DISK IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0273 ***********************************************************************
 NS0273  DESIGNATION -  BUNION
 NS0273  PID         -  NS0273
 NS0273  STATE/COUNTY-  WY/SUBLETTE
 NS0273  USGS QUAD   -  TEMPLE PEAK (1991)
 NS0273
 NS0273                         *CURRENT SURVEY CONTROL
 NS0273  ___________________________________________________________________
 NS0273* NAD 83(1993)-  42 44 59.51389(N)    109 14 12.52981(W)     ADJUSTED  
 NS0273* NAVD 88     -      3393.     (meters)   11132.     (feet)  SCALED    
 NS0273  ___________________________________________________________________
 NS0273  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 NS0273  GEOID HEIGHT-          -9.09  (meters)                     GEOID03
 NS0273
 NS0273  HORZ ORDER  -  SECOND
 NS0273
 NS0273.The horizontal coordinates were established by classical geodetic methods
 NS0273.and adjusted by the National Geodetic Survey in January 1997..
 NS0273
 NS0273.The orthometric height was scaled from a topographic map.
 NS0273
 NS0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0273
 NS0273.The geoid height was determined by GEOID03.
 NS0273
 NS0273;                    North         East     Units Scale Factor Converg.
 NS0273;SPC WY W     -   350,215.462   869,301.228   MT  0.99999656   +0 34 28.7
 NS0273;SPC WYWC     -   249,982.867   560,146.541   MT  0.99995703   -0 19 49.6
 NS0273;UTM  12      - 4,734,545.700   644,297.816   MT  0.99985617   +1 11 49.4
 NS0273
 NS0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0273!SPC WY W     -   0.99946967  x   0.99999656  =   0.99946623
 NS0273!SPC WYWC     -   0.99946967  x   0.99995703  =   0.99942672
 NS0273!UTM  12      -   0.99946967  x   0.99985617  =   0.99932591
 NS0273
 NS0273|---------------------------------------------------------------------|
 NS0273| PID    Reference Object                     Distance      Geod. Az  |
 NS0273|                                                           dddmmss.s |
 NS0273| CP4617 BUNION RM 1                           9.722 METERS 16204     |
 NS0273| CP4616 BUNION AZ MK                                       2120601.3 |
 NS0273| CP4618 BUNION RM 2                           3.315 METERS 25143     |
 NS0273|---------------------------------------------------------------------|
 NS0273
 NS0273                          SUPERSEDED SURVEY CONTROL
 NS0273
 NS0273  NAD 83(1986)-  42 44 59.49396(N)    109 14 12.52610(W) AD(       ) 2
 NS0273  NAD 27      -  42 44 59.67400(N)    109 14 10.05900(W) AD(       ) 2
 NS0273
 NS0273.Superseded values are not recommended for survey control.
 NS0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0273.See file dsdata.txt to determine how the superseded data were derived.
 NS0273
 NS0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN4429834546(NAD 83)
 NS0273_MARKER: DS = TRIANGULATION STATION DISK
 NS0273_SETTING: 66 = SET IN ROCK OUTCROP
 NS0273
 NS0273  HISTORY     - Date     Condition        Report By
 NS0273  HISTORY     - 1936     MONUMENTED       CGS
 NS0273
 NS0273                          STATION DESCRIPTION
 NS0273
 NS0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0273'ABOUT 24 MILES DUE EAST OF BOULDER, ABOUT 6 MILES AIR LINE
 NS0273'NORTHEAST OF MITCHELLS CAMP AT MUD LAKE, ABOUT 3 MILES DUE
 NS0273'WEST OF BIG SANDY PEAK (WHICH IS MUCH HIGHER THAN STATION
 NS0273'PEAK), ABOUT 2 MILES NORTHWEST OF BIG SANDY LAKE, ABOUT 3/4
 NS0273'MILE NORTHEAST OF SIGN AT SUMMIT OF FISH CREEK PASS, ON SUMMIT
 NS0273'OF BUNION PEAK, A HIGH, BARE, ROCKY KNOB AT EAST END OF ROCKY
 NS0273'RIDGE BETWEEN DONALD AND FISH CREEKS.  TO REACH FROM BOULDER
 NS0273'STORE, ON ROCK SPRINGS HIGHWAY, 11.4 MILES SOUTH OF PINEDALE,
 NS0273'FOLLOW ROCK SPRINGS HIGHWAY SOUTH 14.5 MILES.  TURN LEFT OFF
 NS0273'HIGHWAY AT SIGN PLEASANT VALLEY SPEEDWAY-MITCHELLS CAMP, AND
 NS0273'FOLLOW GRADED ROAD GENERALLY NORTHEAST 7.2 MILES.  TAKE
 NS0273'RIGHT FORK AND GO EAST, PASSING TO NORTH OF SMALL STORE AND
 NS0273'GAS PUMP AT RANCH, AND FOLLOW MAIN GRADED ROAD EAST 1.9
 NS0273'MILES.  TAKE LEFT FORK AND FOLLOW ROAD NORTH 1.6 MILES,
 NS0273'PASSING UNDER FLUME AND ONTO GRADED ROAD THAT COMES IN FROM
 NS0273'LEFT.  CONTINUE ON MAIN ROAD, GENERALLY SOUTH, ALONG CREEK
 NS0273'AND TELEPHONE LINE 9.0 MILES.  BEAR LEFT OFF GRADED ROAD,
 NS0273'BUT KEEP ON MAIN-TRAVELED ROAD, FOLLOWING SAME GENERALLY EAST,
 NS0273'3.2 MILES TO ROAD COMING IN FROM SOUTH AND ARROW SIGN
 NS0273'READING ROCK SPRINGS.  CONTINUE NORTHEAST 2.0 MILES OVER
 NS0273'HILLS TO LECKIE RANCH.  CONTINUE EAST ON MAIN ROAD 2.0
 NS0273'MILES TO CROSSROADS.  TURN LEFT AT SIGN MITCHELLS CAMP AND
 NS0273'FOLLOW MAIN ROAD NORTH UP DUTCH JOE CANYON 10.4 MILES TO
 NS0273'MITCHELLS FISH CAMP, AND END OF TRUCK TRAVEL.  MR. MITCHELL
 NS0273'SUPPLIED PACK HORSES AND GUIDED PARTY TO STATION.  GENERAL
 NS0273'ROUTE TO STATION IS TO FOLLOW MAIN TRAIL NORTH ABOUT 6.0
 NS0273'MILES TO FISH CREEK, WHICH MEETS TRAIL AT RIGHT ANGLE FROM
 NS0273'EAST.  TURN RIGHT OFF MAIN TRAIL AND FOLLOW DIMMER TRAIL UP
 NS0273'FISH CREEK ABOUT 2.0 MILES TO SUMMIT OF FISH CREEK PASS.  LEAVE
 NS0273'HORSES AND BACK PACK NORTH UP THROUGH SCRUB TIMBER TO TOP
 NS0273'OF MAIN RIDGE.  TURN RIGHT AND GO EAST UP RIDGE TO TOP, HIGHEST
 NS0273'POINT AND STATION.  ABOUT 4-HOUR HORSE PACK, AND 1 1/2-HOUR
 NS0273'BACK PACK FROM MITCHELLS CAMP.  STATION MARK IS STANDARD DISK
 NS0273'IN OUTCROPPING BEDROCK.  REFERENCE MARKS ARE STANDARD
 NS0273'DISKS IN OUTCROPPING BEDROCK.  NO. 1 IS 9.722 METERS
 NS0273'(31.90 FEET) SOUTH OF STATION S 17 DEG 56 MIN E.  NO.
 NS0273'2 IS 3.315 METERS (10.88 FEET) WEST S 71 DEG 43 MIN W.
 NS0273'AZIMUTH MARK IS STANDARD DISK IN SMALL BOULDER,
 NS0273'IN SADDLE OF FISH CREEK PASS, ABOUT 200 YARDS SOUTH OF
 NS0273'SIGN FISH CREEK PASS, AND ABOUT 1 MILE SOUTHWEST OF STATION
 NS0273'S 32 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1259 ***********************************************************************
 PY1259  DESIGNATION -  BUNSEN
 PY1259  PID         -  PY1259
 PY1259  STATE/COUNTY-  WY/PARK
 PY1259  USGS QUAD   -  MAMMOTH (1986)
 PY1259
 PY1259                         *CURRENT SURVEY CONTROL
 PY1259  ___________________________________________________________________
 PY1259* NAD 83(1993)-  44 55 53.43583(N)    110 42 22.13740(W)     ADJUSTED  
 PY1259* NAVD 88     -      2611.6    (meters)    8568.     (feet)  VERTCON   
 PY1259  ___________________________________________________________________
 PY1259  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 PY1259  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY1259
 PY1259  HORZ ORDER  -  THIRD
 PY1259
 PY1259.The horizontal coordinates were established by classical geodetic methods
 PY1259.and adjusted by the National Geodetic Survey in January 1997..
 PY1259
 PY1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1259
 PY1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1259
 PY1259.The geoid height was determined by GEOID03.
 PY1259
 PY1259;                    North         East     Units Scale Factor Converg.
 PY1259;SPC WYWC     -   494,115.467   445,589.714   MT  1.00023059   -1 22 54.6
 PY1259;UTM  12      - 4,975,384.065   523,187.507   MT  0.99960661   +0 12 27.1
 PY1259
 PY1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1259!SPC WYWC     -   0.99959204  x   1.00023059  =   0.99982254
 PY1259!UTM  12      -   0.99959204  x   0.99960661  =   0.99919881
 PY1259
 PY1259:                Primary Azimuth Mark                     Grid Az
 PY1259:SPC WYWC     -  F MAMMOTH                                002 39 05.0
 PY1259:UTM  12      -  F MAMMOTH                                001 03 43.3
 PY1259
 PY1259|---------------------------------------------------------------------|
 PY1259| PID    Reference Object                     Distance      Geod. Az  |
 PY1259|                                                           dddmmss.s |
 PY1259| PY1258 F MAMMOTH                           APPROX. 5.6 KM 0011610.4 |
 PY1259|---------------------------------------------------------------------|
 PY1259
 PY1259                          SUPERSEDED SURVEY CONTROL
 PY1259
 PY1259  NAD 83(1993)-  44 55 53.43567(N)    110 42 22.13742(W) AD(       ) 3
 PY1259  NAD 83(1986)-  44 55 53.42581(N)    110 42 22.12508(W) AD(       ) 3
 PY1259  NAD 27      -  44 55 53.66433(N)    110 42 19.37025(W) AD(       ) 3
 PY1259  NGVD 29 (07/19/86) 2610.3    (m)         8564.     (f) VERT ANG       
 PY1259
 PY1259.Superseded values are not recommended for survey control.
 PY1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1259.See file dsdata.txt to determine how the superseded data were derived.
 PY1259
 PY1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ2318875384(NAD 83)
 PY1259_MARKER: DD = SURVEY DISK
 PY1259_SETTING: 0 = UNSPECIFIED SETTING
 PY1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1259
 PY1259  HISTORY     - Date     Condition        Report By
 PY1259  HISTORY     - 1955     MONUMENTED       USGS
 PY1259
 PY1259                          STATION DESCRIPTION
 PY1259
 PY1259'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1259'STATION LOCATED ON THE SE. AND LOWEST OF THREE ROCKY POINTS ON THE
 PY1259'TOP OF BUNSEN PEAK, LOCATED ABOUT 3 MI. (AIRLINE) DUE S. OF MAMMOTH
 PY1259'HOT SPRINGS IN YELLOWSTONE PARK.
 PY1259'
 PY1259'TO REACH STATION FROM THE YELLOWSTONE PARK POST OFFICE IN MAMMOTH
 PY1259'HOT SPRINGS, GO GENERALLY S. ON THE MAMMOTH TO NORRIS JUNCTION RD.
 PY1259'5.3 MI. TO THE TURNOFF ONTO DIRT RD. ON THE LEFT, TRAIL TO BUNSEN
 PY1259'PEAK LOOKOUT TAKES OFF ON THE N. SIDE OF DIRT RD. ABOUT 500 FT. E.
 PY1259'OF HIGHWAY.  PACK UP WELL MARKED TRAIL TO SE. ROCKY POINT AS
 PY1259'DESCRIBED, ABOUT 1-HOUR PACK IS REQUIRED.
 PY1259'
 PY1259'STATION MARK--STANDARD TABLET, STAMPED ---BUNSEN 1955---, SET IN 3/4
 PY1259'IN. IRON PIPE SET IN CONCRETE FLUSH WITH GROUND.
 PY1259'
 PY1259'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0276 ***********************************************************************
 OW0276  DESIGNATION -  BURGESS
 OW0276  PID         -  OW0276
 OW0276  STATE/COUNTY-  WY/FREMONT
 OW0276  USGS QUAD   -  MORRISON CANYON (1978)
 OW0276
 OW0276                         *CURRENT SURVEY CONTROL
 OW0276  ___________________________________________________________________
 OW0276* NAD 83(1993)-  43 23 31.15884(N)    108 19 24.38375(W)     ADJUSTED  
 OW0276* NAVD 88     -      1520.     (meters)    4987.     (feet)  SCALED    
 OW0276  ___________________________________________________________________
 OW0276  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 OW0276  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 OW0276
 OW0276  HORZ ORDER  -  THIRD
 OW0276
 OW0276.The horizontal coordinates were established by classical geodetic methods
 OW0276.and adjusted by the National Geodetic Survey in January 1997..
 OW0276
 OW0276.The orthometric height was scaled from a topographic map.
 OW0276
 OW0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0276
 OW0276.The geoid height was determined by GEOID03.
 OW0276
 OW0276;                    North         East     Units Scale Factor Converg.
 OW0276;SPC WYWC     -   321,288.011   634,558.057   MT  0.99995219   +0 17 35.0
 OW0276;UTM  12      - 4,807,825.674   716,774.591   MT  1.00017807   +1 50 22.1
 OW0276
 OW0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0276!SPC WYWC     -   0.99976383  x   0.99995219  =   0.99971604
 OW0276!UTM  12      -   0.99976383  x   1.00017807  =   0.99994186
 OW0276
 OW0276|---------------------------------------------------------------------|
 OW0276| PID    Reference Object                     Distance      Geod. Az  |
 OW0276|                                                           dddmmss.s |
 OW0276| CP4620 BURGESS RM 1                         16.300 METERS 02448     |
 OW0276| CP4621 BURGESS RM 2                         18.684 METERS 10519     |
 OW0276| CP4619 BURGESS AZ MK                                      1735601.5 |
 OW0276|---------------------------------------------------------------------|
 OW0276
 OW0276                          SUPERSEDED SURVEY CONTROL
 OW0276
 OW0276  NAD 83(1986)-  43 23 31.14544(N)    108 19 24.38814(W) AD(       ) 3
 OW0276  NAD 27      -  43 23 31.29000(N)    108 19 22.00300(W) AD(       ) 3
 OW0276
 OW0276.Superseded values are not recommended for survey control.
 OW0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0276.See file dsdata.txt to determine how the superseded data were derived.
 OW0276
 OW0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP1677507826(NAD 83)
 OW0276_MARKER: DS = TRIANGULATION STATION DISK
 OW0276_SETTING: 80 = SET IN A BOULDER
 OW0276_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OW0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0276
 OW0276  HISTORY     - Date     Condition        Report By
 OW0276  HISTORY     - 1936     MONUMENTED       CGS
 OW0276  HISTORY     - 1958     GOOD             CGS
 OW0276
 OW0276                          STATION DESCRIPTION
 OW0276
 OW0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0276'ABOUT 16 MILES NORTHWEST OF SHOSHONI, ABOUT 8 MILES WEST OF
 OW0276'SOUTH END OF WIND RIVER CANYON, ABOUT 3 MILES SOUTH OF BASE
 OW0276'OF OWL RANGE AND ABOUT 1 MILE SOUTH OF PROMINENT LOW HILL
 OW0276'ON THAT BASE, ABOUT 3 MILES NORTH OF LITTLE MUDDY CREEK, ON
 OW0276'LOW DIVIDE ON OLD ROAD THAT PASSES ALONG BARREN COUNTRY ABOUT
 OW0276'2 MILES WEST OF BURGESS RANCH, AND ON PROPERTY BELONGING TO
 OW0276'THAT RANCH.  TO REACH FROM MAIN HIGHWAY INTERSECTION IN
 OW0276'SHOSHONI, GO WEST ON HIGHWAY 4.4 MILES.  TURN RIGHT OFF HIGHWAY
 OW0276'AND GO WEST ON GRADED ROAD 0.3 MILE.  CROSS BRIDGE OVER
 OW0276'MAVERICK CREEK AND CONTINUE NORTH ON MAIN GRADED ROAD 4.5
 OW0276'MILES TO FORK AND SIGN BURGESS RANCH 10-1/2 MILES.  KEEP
 OW0276'STRAIGHT AHEAD (NORTH) ON RIGHT FORK TOWARD BURGESS
 OW0276'RANCH 4.1 MILES.  CROSS LITTLE MUDDY WASH AND CONTINUE
 OW0276'NORTH 0.4 MILE.  TAKE LEFT FORK, DIM AND WEEDED OVER,
 OW0276'JUST AFTER PASSING THROUGH NARROW CUT AND JUST BEFORE
 OW0276'CROSSING SMALL WOODEN CULVERT, AND FOLLOW THIS TRACK
 OW0276'ROAD, WHICH IS VERY DIM IN PLACES, NORTHWEST ACROSS
 OW0276'BARREN FLATS 3.9 MILES TO FORK.  RIGHT FORK GOES NORTHEAST
 OW0276'TO BURGESS RANCH, VISIBLE AND ABOUT 2 MILES DISTANT.
 OW0276'KEEP TO LEFT FORK AND GO NORTHWEST 2.1 MILES TO LOW BARREN
 OW0276'DIVIDE, AND STATION ABOUT 33 PACES WEST OF ROAD.  STATION MARK
 OW0276'IS STANDARD DISK IN BOULDER.  REFERENCE AND
 OW0276'AZIMUTH MARKS ARE STANDARD DISKS IN BOULDERS.  NO.
 OW0276'1 IS 16.300 METERS (53.48 FEET) NORTHEAST OF STATION
 OW0276'N 24 DEG 48 MIN E.  NO. 2 IS 18.684 METERS (61.30 FEET)
 OW0276'EAST S 74 DEG 41 MIN E.  AZIMUTH MARK IS ON SAME
 OW0276'RIDGE AS STATION, AND 0.25 MILE SOUTH THERE FROM
 OW0276'S 06 DEG 04 MIN E.
 OW0276
 OW0276                          STATION RECOVERY (1958)
 OW0276
 OW0276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ETJ)
 OW0276'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 OW0276'DESCRIPTION IS INADEQUATE AND A NEW ONE IS AS FOLLOWS.
 OW0276'
 OW0276'STATION LOCATED ABOUT 16 MILES NORTHWEST OF SHOSHONI, ABOUT
 OW0276'8 MILES WEST OF SOUTH END OF WIND RIVER CANYON, ABOUT 3
 OW0276'MILES SOUTH OF BASE OF THE OWL RANGE MOUNTAINS AND ABOUT 1
 OW0276'MILE SOUTH OF PROMINENT LOW HILL ON THAT BASE, ABOUT 3 MILES
 OW0276'NORTH OF LITTLE MUDDY CREEK.
 OW0276'
 OW0276'TO REACH THE STATION FROM SHOSHONI FOLLOW U.S. HIGHWAY 26
 OW0276'WEST 5.4 MILES FROM ITS INTERSECTION WITH U.S. HIGHWAY 20 IN
 OW0276'SHOSHONI.  AT THIS POINT TURN RIGHT ONTO A GRADED TWO LANE
 OW0276'GRAVEL ROAD AND FOLLOW 0.4 MILE TO A STREAM, CROSS STREAM
 OW0276'AND FOLLOW THIS MAIN ROAD 8.3 MILES TO ANOTHER STREAM, CROSS THIS
 OW0276'STREAM AND CONTINUE STRAIGHT AHEAD 2.3 MILES AND CROSS AN
 OW0276'IRRIGATION CANAL, CONTINUE STRAIGHT AHEAD 0.7 MILE TO ANOTHER
 OW0276'IRRIGATION CANAL, CROSS CANAL AND MAKE SHARP TURN TO LEFT
 OW0276'AND CONTINUE ALONG THIS CANAL 0.55 MILE, AT THIS POINT
 OW0276'TURN RIGHT AND CONTINUE ALONG THE WINDING ROAD 1.6
 OW0276'MILES TO A WASH THAT IS ABOUT 300 FEET WIDE, CROSS WASH
 OW0276'AND CONTINUE STRAIGHT AHEAD 4.1 MILES.  AT THIS POINT
 OW0276'THERE IS A ROAD FORK AND A GROUP OF BUILDINGS CAN BE SEEN
 OW0276'ON THE RIGHT AT A DISTANCE OF ABOUT ONE HALF MILE.  AT
 OW0276'THIS POINT TAKE THE LEFT FORK AND FOLLOW THIS WINDING
 OW0276'ONE LANE ROAD 2.6 MILES TO WHERE THE ROAD MAKES A SHARP
 OW0276'TURN TO THE RIGHT AND CROSSES A SMALL DRAIN, FOLLOW THIS
 OW0276'ROAD STRAIGHT AHEAD 0.2 MILE TO WHERE THE ROAD MAKES A
 OW0276'SHARP TURN TO THE RIGHT.  DO NOT TURN AT THIS POINT BUT
 OW0276'CONTINUE STRAIGHT AHEAD FOR ABOUT 700 FEET TO THE TOP OF A
 OW0276'SMALL RIDGE AND THE STATION.  THE STATION IS 89 FEET
 OW0276'NORTHEAST OF A DIMM CROSS ROAD.
 OW0276'
 OW0276'THE STATION MARK WAS FOUND IN GOOD CONDITION AND IS STAMPED
 OW0276'BURGESS, 1936
 OW0276'
 OW0276'REFERENCE MARK-1 WAS FOUND IN GOOD CONDITION AND IS STAMPED
 OW0276'BURGESS NO. 1 1936
 OW0276'
 OW0276'REFERENCE MARK-2 WAS FOUND IN GOOD CONDITION AND IS STAMPED
 OW0276'BURGESS NO. 2, 1936
 OW0276'
 OW0276'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION AND IS STAMPED
 OW0276'BURGESS AZ. MK. 1936
 OW0276'
 OW0276'THE PUBLISHED DISTANCES AND DIRECTIONS WERE RE-MEASURED AND
 OW0276'FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0552 ***********************************************************************
 PW0552  DESIGNATION -  BURGESS
 PW0552  PID         -  PW0552
 PW0552  STATE/COUNTY-  WY/SHERIDAN
 PW0552  USGS QUAD   -  BURGESS JUNCTION (1993)
 PW0552
 PW0552                         *CURRENT SURVEY CONTROL
 PW0552  ___________________________________________________________________
 PW0552* NAD 83(1993)-  44 47 18.75336(N)    107 30 12.08630(W)     ADJUSTED  
 PW0552* NAVD 88     -      2480.6    (meters)    8138.     (feet)  VERTCON   
 PW0552  ___________________________________________________________________
 PW0552  LAPLACE CORR-          -8.72  (seconds)                    DEFLEC99
 PW0552  GEOID HEIGHT-          -9.53  (meters)                     GEOID03
 PW0552
 PW0552  HORZ ORDER  -  SECOND
 PW0552
 PW0552.The horizontal coordinates were established by classical geodetic methods
 PW0552.and adjusted by the National Geodetic Survey in January 1997..
 PW0552
 PW0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0552
 PW0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0552
 PW0552.The geoid height was determined by GEOID03.
 PW0552
 PW0552;                    North         East     Units Scale Factor Converg.
 PW0552;SPC WYEC     -   576,380.716   386,545.771   MT  0.99993973   -0 07 11.2
 PW0552;UTM  13      - 4,962,509.282   301,972.226   MT  1.00008224   -1 45 51.0
 PW0552
 PW0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0552!SPC WYEC     -   0.99961270  x   0.99993973  =   0.99955246
 PW0552!UTM  13      -   0.99961270  x   1.00008224  =   0.99969491
 PW0552
 PW0552|---------------------------------------------------------------------|
 PW0552| PID    Reference Object                     Distance      Geod. Az  |
 PW0552|                                                           dddmmss.s |
 PW0552| CQ5212 BURGESS RM 1                         20.224 METERS 00814     |
 PW0552| CQ5213 BURGESS RM 2                         15.682 METERS 08223     |
 PW0552| PW0515 BLACK MTN LOOKOUT TOWER             APPROX.10.9 KM 1174919.4 |
 PW0552| CQ5211 BURGESS AZ MK                                      1604151.8 |
 PW0552|---------------------------------------------------------------------|
 PW0552
 PW0552                          SUPERSEDED SURVEY CONTROL
 PW0552
 PW0552  NAD 83(1986)-  44 47 18.74098(N)    107 30 12.07084(W) AD(       ) 2
 PW0552  NAD 27      -  44 47 18.87320(N)    107 30 09.75900(W) AD(       ) 2
 PW0552  NGVD 29 (07/19/86) 2479.6    (m)         8135.     (f) VERT ANG       
 PW0552
 PW0552.Superseded values are not recommended for survey control.
 PW0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0552.See file dsdata.txt to determine how the superseded data were derived.
 PW0552
 PW0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK0197262509(NAD 83)
 PW0552_MARKER: DS = TRIANGULATION STATION DISK
 PW0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0552
 PW0552  HISTORY     - Date     Condition        Report By
 PW0552  HISTORY     - 1957     MONUMENTED       CGS
 PW0552
 PW0552                          STATION DESCRIPTION
 PW0552
 PW0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0552'STATION IS ABOUT 14 MILES SOUTHWEST OF DAYTON, 1-1/4 MILES
 PW0552'SOUTHEAST OF THE BURGESS RANGER STATION, 1-1/4 MILES NORTHEAST
 PW0552'OF BURGESS JUNCTION, IN BIGHORN NATIONAL FOREST AND ABOUT 1/2
 PW0552'MILE NORTH OF U.S. HIGHWAY 14.  THE STATION HILL IS UNIFORMLY
 PW0552'ROUND AND IS BARE ON ALL SLOPES EXCEPT THE NORTHERN ONE WHICH
 PW0552'IS COVERED WITH SMALL PINE TREES.
 PW0552'
 PW0552'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND
 PW0552'WYOMING STATE HIGHWAY 14, ABOUT 28 MILES SOUTHWEST OF DAYTON
 PW0552'BY GOING EASTERLY 1.05 MILES ON U.S. HIGHWAY 14 TO A SIDE ROAD
 PW0552'LEFT, (AZIMUTH MARK IS REACHED FROM THIS POINT BY CONTINUING
 PW0552'ON U.S. HIGHWAY 14 FOR 0.1 MILE, TURN RIGHT ACROSS OPEN RANGE
 PW0552'0.4 MILE TO SEVERAL LARGE BOULDERS AND THE MARK WHICH IS SET
 PW0552'IN THE MOST NORTHERLY ONE OF THE BOULDERS) TURN LEFT 0.45
 PW0552'MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON TRACK ROAD 0.1 MILE
 PW0552'TO A CORRAL, TURN LEFT AND GO NORTHERLY UP GRADE 0.3 MILE TO
 PW0552'TOP OF HILL AND STATION.
 PW0552'
 PW0552'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP
 PW0552'OF 10 INCH SQUARE, CONCRETE POSTS.
 PW0552'
 PW0552'STATION MARKS ARE STAMPED BURGESS 1957 AND THE SURFACE MARK
 PW0552'PROJECTS 6 INCHES.  IT IS 3 FEET WEST OF A SMALL CAIRN.
 PW0552'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET NORTH OF THE
 PW0552'STATION.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 PW0552'OF CONCRETE 28 INCHES BELOW THE GROUND SURFACE.
 PW0552'
 PW0552'REFERENCE MARK 1 IS STAMPED BURGESS NO 1 1957 AND PROJECTS 6
 PW0552'INCHES.
 PW0552'
 PW0552'REFERENCE MARK 2 IS STAMPED BURGESS NO 2 1957 AND PROJECTS 6
 PW0552'INCHES.
 PW0552'
 PW0552'AZIMUTH MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE IN
 PW0552'A 2 FOOT BY 18 INCH BOULDER PROJECTING 18 INCHES.  A 4 IN X
 PW0552'4 IN WHITE WITNESS POST WAS SET 3 FEET NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0360 ***********************************************************************
 PX0360  DESIGNATION -  BURLINGTON
 PX0360  PID         -  PX0360
 PX0360  STATE/COUNTY-  WY/BIG HORN
 PX0360  USGS QUAD   -  BURLINGTON (1978)
 PX0360
 PX0360                         *CURRENT SURVEY CONTROL
 PX0360  ___________________________________________________________________
 PX0360* NAD 83(1993)-  44 25 04.13902(N)    108 23 26.48698(W)     ADJUSTED  
 PX0360* NAVD 88     -      1321.3    (meters)    4335.     (feet)  VERTCON   
 PX0360  ___________________________________________________________________
 PX0360  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 PX0360  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 PX0360
 PX0360  HORZ ORDER  -  SECOND
 PX0360
 PX0360.The horizontal coordinates were established by classical geodetic methods
 PX0360.and adjusted by the National Geodetic Survey in January 1997..
 PX0360
 PX0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0360
 PX0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0360
 PX0360.The geoid height was determined by GEOID03.
 PX0360
 PX0360;                    North         East     Units Scale Factor Converg.
 PX0360;SPC WYEC     -   535,716.458   315,795.940   MT  1.00002467   -0 44 24.3
 PX0360;UTM  12      - 4,921,592.148   707,726.947   MT  1.00013069   +1 49 36.7
 PX0360
 PX0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0360!SPC WYEC     -   0.99979497  x   1.00002467  =   0.99981963
 PX0360!UTM  12      -   0.99979497  x   1.00013069  =   0.99992563
 PX0360
 PX0360:                Primary Azimuth Mark                     Grid Az
 PX0360:SPC WYEC     -  BURLINGTON AZ MK                         088 47 25.2
 PX0360:UTM  12      -  BURLINGTON AZ MK                         086 13 24.2
 PX0360
 PX0360|---------------------------------------------------------------------|
 PX0360| PID    Reference Object                     Distance      Geod. Az  |
 PX0360|                                                           dddmmss.s |
 PX0360| CQ5214 BURLINGTON AZ MK                                   0880300.9 |
 PX0360| CQ5216 BURLINGTON RM 2                      29.458 METERS 26518     |
 PX0360| CQ5215 BURLINGTON RM 1                      26.671 METERS 35848     |
 PX0360|---------------------------------------------------------------------|
 PX0360
 PX0360                          SUPERSEDED SURVEY CONTROL
 PX0360
 PX0360  NAD 83(1986)-  44 25 04.12783(N)    108 23 26.47995(W) AD(       ) 2
 PX0360  NAD 27      -  44 25 04.28870(N)    108 23 24.07550(W) AD(       ) 2
 PX0360  NGVD 29 (07/19/86) 1320.4    (m)         4332.     (f) VERT ANG       
 PX0360
 PX0360.Superseded values are not recommended for survey control.
 PX0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0360.See file dsdata.txt to determine how the superseded data were derived.
 PX0360
 PX0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0772721592(NAD 83)
 PX0360_MARKER: DS = TRIANGULATION STATION DISK
 PX0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0360
 PX0360  HISTORY     - Date     Condition        Report By
 PX0360  HISTORY     - 1957     MONUMENTED       CGS
 PX0360  HISTORY     - 1989     GOOD             USAF
 PX0360
 PX0360                          STATION DESCRIPTION
 PX0360
 PX0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0360'STATION IS LOCATED ABOUT 2 MILES SOUTH AND 2 MILES EAST OF
 PX0360'BURLINGTON, 1-1/2 MILES NORTH AND 6 MILES WEST OF OTTO, IN
 PX0360'THE SOUTHEAST ANGLE OF A CROSSROAD AND ON THE RIGHT-OF-WAY
 PX0360'OF STATE SECONDARY HIGHWAY.
 PX0360'
 PX0360'STATION IS REACHED FROM OTTO, FROM TEXACO SERVICE STATION AND
 PX0360'STORE BY GOING WEST-NORTHWEST AND WEST ON SURFACED ROAD FOR 6.4
 PX0360'MILES TO CROSSROADS AND STATION ON LEFT.
 PX0360'
 PX0360'STATION MARKS ARE STANDARD DISKS STAMPED BURLINGTON 1957.
 PX0360'THE SURFACE MARK IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 PX0360'POST PROJECTING 5 INCHES.  IT IS 41 FEET SOUTH OF THE CENTER
 PX0360'OF THE HIGHWAY, 21 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 PX0360'GRAVEL ROAD, 6 FEET NORTHEAST OF A FENCE CORNER AND 5 FEET
 PX0360'NORTH OF A POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS POST
 PX0360'WAS SET 3 FEET WEST OF THE MARK.  THE UNDERGROUND MARK IS SET
 PX0360'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 PX0360'SURFACE.
 PX0360'
 PX0360'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A
 PX0360'10 INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES AND IS
 PX0360'STAMPED BURLINGTON NO 1 1957.  IT IS 45 FEET NORTH OF THE
 PX0360'CENTER OF THE HIGHWAY, 30 FEET WEST OF A FIELD ROAD, 22 FEET
 PX0360'AST OF THE CENTER OF A GRAVEL ROAD, 4 FEET SOUTH OF THE
 PX0360'RIGHT-OF-WAY FENCE AND 2 FEET SOUTH OF A POWERLINE POLE.
 PX0360'
 PX0360'REFERENCE MARK 2 IS A STANDARD STATE HIGHWAY DEPARTMENT
 PX0360'RIGHT-OF-WAY MARKER DISK SET IN THE TOP OF A 5 INCH SQUARE CONCRETE
 PX0360'POST PROJECTING 8 INCHES AND IS STAMPED WB S284C1 ST 943 95 EL.
 PX0360'433524.  IT IS 78 FEET WEST OF THE CENTER OF THE GRAVEL ROAD,
 PX0360'51 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 36 FEET NORTHWEST
 PX0360'OF THE CENTER OF A GATE AND FIELD ROAD, 13 FEET WEST OF A
 PX0360'FENCE CORNER, 6 FEET SOUTHWEST OF A POWERLINE POLE AND 2 FEET
 PX0360'SOUTH OF A RIGHT-OF-WAY FENCE.
 PX0360'
 PX0360'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 PX0360'SQUARE, CONCRETE POST PROJECTING 6 INCHES AND IS STAMPED
 PX0360'BURLINGTON 1957.  IT IS 47 FEET NORTH OF THE CENTER OF THE
 PX0360'HIGHWAY, 39 FEET NORTHEAST OF THE NORTH END OF A CULVERT,
 PX0360'12 FEET SOUTHEAST OF THE CENTER OF A GATE AND ENTRANCE TO FIELD,
 PX0360'2 FEET SOUTH OF A RIGHT-OF-WAY FENCE AND 2 FEET NORTH OF A
 PX0360'POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 PX0360'SET 1 FOOT SOUTH OF THE MARK.  THE MARK IS REACHED FROM THE
 PX0360'STATION BY GOING EAST ON THE HIGHWAY 0.5 MILE TO A GATE,
 PX0360'FIELD ENTRANCE AND MARK ON THE LEFT.
 PX0360
 PX0360                          STATION RECOVERY (1989)
 PX0360
 PX0360'RECOVERY NOTE BY US AIR FORCE 1989 (ESL)
 PX0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0306 ***********************************************************************
 NS0306  DESIGNATION -  BURMA ET
 NS0306  PID         -  NS0306
 NS0306  STATE/COUNTY-  WY/SUBLETTE
 NS0306  USGS QUAD   -  OLSEN RANCH (1978)
 NS0306
 NS0306                         *CURRENT SURVEY CONTROL
 NS0306  ___________________________________________________________________
 NS0306* NAD 83(1993)-  42 33 05.09312(N)    109 48 46.02147(W)     ADJUSTED  
 NS0306* NAVD 88     -      2239.8    (meters)    7348.     (feet)  VERTCON   
 NS0306  ___________________________________________________________________
 NS0306  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 NS0306  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NS0306
 NS0306  HORZ ORDER  -  THIRD
 NS0306
 NS0306.The horizontal coordinates were established by classical geodetic methods
 NS0306.and adjusted by the National Geodetic Survey in January 1997..
 NS0306
 NS0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0306
 NS0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0306
 NS0306.The geoid height was determined by GEOID03.
 NS0306
 NS0306;                    North         East     Units Scale Factor Converg.
 NS0306;SPC WY W     -   327,859.766   822,219.299   MT  0.99994357   +0 10 58.7
 NS0306;UTM  12      - 4,711,685.074   597,469.618   MT  0.99971688   +0 48 10.5
 NS0306
 NS0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0306!SPC WY W     -   0.99965090  x   0.99994357  =   0.99959449
 NS0306!UTM  12      -   0.99965090  x   0.99971688  =   0.99936788
 NS0306
 NS0306:                Primary Azimuth Mark                     Grid Az
 NS0306:SPC WY W     -  ROSS ET                                  279 14 24.2
 NS0306:UTM  12      -  ROSS ET                                  278 37 12.4
 NS0306
 NS0306|---------------------------------------------------------------------|
 NS0306| PID    Reference Object                     Distance      Geod. Az  |
 NS0306|                                                           dddmmss.s |
 NS0306| NS0307 ROSS ET                             APPROX. 8.4 KM 2792522.9 |
 NS0306|---------------------------------------------------------------------|
 NS0306
 NS0306                          SUPERSEDED SURVEY CONTROL
 NS0306
 NS0306  NAD 83(1993)-  42 33 05.07711(N)    109 48 46.02133(W) AD(       ) 3
 NS0306  NAD 83(1986)-  42 33 05.07197(N)    109 48 46.01739(W) AD(       ) 3
 NS0306  NAD 27      -  42 33 05.26374(N)    109 48 43.48963(W) AD(       ) 3
 NS0306  NGVD 29 (07/19/86) 2238.4    (m)         7344.     (f) VERT ANG       
 NS0306
 NS0306.Superseded values are not recommended for survey control.
 NS0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0306.See file dsdata.txt to determine how the superseded data were derived.
 NS0306
 NS0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN9747011685(NAD 83)
 NS0306_MARKER: DD = SURVEY DISK
 NS0306_SETTING: 0 = UNSPECIFIED SETTING
 NS0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0306
 NS0306  HISTORY     - Date     Condition        Report By
 NS0306  HISTORY     - 1964     MONUMENTED       USGS
 NS0306
 NS0306                          STATION DESCRIPTION
 NS0306
 NS0306'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NS0306'STATION LOCATED 15 MI. E. OF BIG PINEY AND 3 MI. S. OF STATE HIGHWAY
 NS0306'1801, ON THE NORTH RIM OF A SMALL BUTTE THAT LIES AT THE EASTERN END
 NS0306'OF ROSS RIDGE, ABOUT 700 FT. W. OF END OF DIM TRAIL AT EXTREME NE.
 NS0306'POINT OF BUTTE.
 NS0306'
 NS0306'FROM BIG PINEY GO N. ON U.S. HIGHWAY 189, 3.5 MI. TO JUNCTION WITH
 NS0306'STATE HIGHWAY 1801, THEN E. ON HIGHWAY 1801, 14.4 MI. TO GRADED RD. ON
 NS0306'RIGHT (LOCALLY KNOWN AS THE BURMA RD. AND 1.1 MI. E. OF NEWFORK RIVER
 NS0306'BRIDGE), GO SE. ON BURMA RD. TO TOP OF RIDGE AT 4.5 MI. TURN HARD
 NS0306'RIGHT AND GO NW. ON DIM TRAIL 0.7 MI. TO EDGE OF BUTTE AND STATION AS
 NS0306'DESCRIBED.
 NS0306'
 NS0306'STATION MARK - STANDARD ALUMINUM TABLET STAMPED ---BURMA ET 1964---,
 NS0306'SET IN CONCRETE POST PROJECTING 0.4 FT.
 NS0306'
 NS0306'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0483 ***********************************************************************
 PV0483  DESIGNATION -  BURN
 PV0483  PID         -  PV0483
 PV0483  STATE/COUNTY-  WY/CROOK
 PV0483  USGS QUAD   -  DRY DRAW (1984)
 PV0483
 PV0483                         *CURRENT SURVEY CONTROL
 PV0483  ___________________________________________________________________
 PV0483* NAD 83(1993)-  44 14 03.95803(N)    104 08 20.70194(W)     ADJUSTED  
 PV0483* NAVD 88     -      1853.0    (meters)    6079.     (feet)  VERTCON   
 PV0483  ___________________________________________________________________
 PV0483  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 PV0483  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 PV0483
 PV0483  HORZ ORDER  -  THIRD
 PV0483
 PV0483.The horizontal coordinates were established by classical geodetic methods
 PV0483.and adjusted by the National Geodetic Survey in January 1997..
 PV0483
 PV0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0483
 PV0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0483
 PV0483.The geoid height was determined by GEOID03.
 PV0483
 PV0483;                    North         East     Units Scale Factor Converg.
 PV0483;SPC WY E     -   415,310.119   282,088.282   MT  1.00002034   +0 43 00.8
 PV0483;UTM  13      - 4,898,271.646   568,750.899   MT  0.99965813   +0 36 02.1
 PV0483
 PV0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0483!SPC WY E     -   0.99971159  x   1.00002034  =   0.99973192
 PV0483!UTM  13      -   0.99971159  x   0.99965813  =   0.99936982
 PV0483
 PV0483:                Primary Azimuth Mark                     Grid Az
 PV0483:SPC WY E     -  BUTTE                                    291 16 23.9
 PV0483:UTM  13      -  BUTTE                                    291 23 22.6
 PV0483
 PV0483|---------------------------------------------------------------------|
 PV0483| PID    Reference Object                     Distance      Geod. Az  |
 PV0483|                                                           dddmmss.s |
 PV0483| PV0494 BUTTE                               APPROX.11.8 KM 2915924.7 |
 PV0483|---------------------------------------------------------------------|
 PV0483
 PV0483                          SUPERSEDED SURVEY CONTROL
 PV0483
 PV0483  NAD 83(1986)-  44 14 03.95402(N)    104 08 20.69236(W) AD(       ) 3
 PV0483  NAD 27      -  44 14 04.01756(N)    104 08 18.91442(W) AD(       ) 3
 PV0483  NGVD 29 (07/19/86) 1852.3    (m)         6077.     (f) VERT ANG       
 PV0483
 PV0483.Superseded values are not recommended for survey control.
 PV0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0483.See file dsdata.txt to determine how the superseded data were derived.
 PV0483
 PV0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ6875198272(NAD 83)
 PV0483_MARKER: DD = SURVEY DISK
 PV0483_SETTING: 66 = SET IN ROCK OUTCROP
 PV0483_SP_SET: SET IN ROCK OUTCROP
 PV0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0483+STABILITY: POSITION/ELEVATION WELL
 PV0483
 PV0483  HISTORY     - Date     Condition        Report By
 PV0483  HISTORY     - 1957     MONUMENTED       USGS
 PV0483
 PV0483                          STATION DESCRIPTION
 PV0483
 PV0483'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0483'STATION IS LOCATED ON THE MOSKEE BURN, ABOUT 11.0 MI. S. AND 12.0
 PV0483'MI. E. OF SUNDANCE, WYOMING, CROOK COUNTY.
 PV0483'
 PV0483'TO REACH STATION FROM THE CROOK COUNTY COURT HOUSE AT SUNDANCE,
 PV0483'WYOMING, PROCEED E. ALONG U.S. HIGHWAY 14 FOR 5.0 MI. TO THE JUNCTION
 PV0483'OF WYOMING STATE SECONDARY 141.  THENCE TURN RIGHT AND GO S. FOR 17.0
 PV0483'MI. TO A SMALL COMMUNITY CALLED MOSKEE.  AT MOSKEE BEAR TO THE LEFT
 PV0483'ALONG THE MAIN STREET AND CONTINUE ALONG THE GRAVELED RD. FOR 3.4 MI.
 PV0483'TO A TRACK RD. WHICH FORKS TO THE RIGHT.  TURN RIGHT AND CONTINUE
 PV0483'ALONG A TELEPHONE LINE FOR 0.2 MI., THENCE TURN RIGHT AND FOLLOW
 PV0483'THE OLD LOGGING RD. FOR 0.8 MI. TO THE HIGHEST POINT OF THIS PART
 PV0483'OF BURN AND STATION SITE.
 PV0483'
 PV0483'STATION MARK--A USGS STANDARD TABLET STAMPED ---BURN 1957--- AND
 PV0483'SET IN THE TOP OF A ROCK PROJECTING 0.2 FT. ABOVE THE GROUND.
 PV0483'
 PV0483'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1045 ***********************************************************************
 MO1045  DESIGNATION -  BURNS
 MO1045  PID         -  MO1045
 MO1045  STATE/COUNTY-  WY/LARAMIE
 MO1045  USGS QUAD   -  HILLSDALE (1963)
 MO1045
 MO1045                         *CURRENT SURVEY CONTROL
 MO1045  ___________________________________________________________________
 MO1045* NAD 83(1993)-  41 11 03.96426(N)    104 23 30.22999(W)     ADJUSTED  
 MO1045* NAVD 88     -      1700.     (meters)    5577.     (feet)  SCALED    
 MO1045  ___________________________________________________________________
 MO1045  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 MO1045  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 MO1045
 MO1045  HORZ ORDER  -  SECOND
 MO1045
 MO1045.The horizontal coordinates were established by classical geodetic methods
 MO1045.and adjusted by the National Geodetic Survey in January 1997..
 MO1045
 MO1045.The orthometric height was scaled from a topographic map.
 MO1045
 MO1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1045
 MO1045.The geoid height was determined by GEOID03.
 MO1045
 MO1045;                    North         East     Units Scale Factor Converg.
 MO1045;SPC WY E     -    76,291.811   265,013.513   MT  0.99998950   +0 30 37.1
 MO1045;UTM  13      - 4,559,409.685   551,013.655   MT  0.99963203   +0 24 02.0
 MO1045
 MO1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1045!SPC WY E     -   0.99973619  x   0.99998950  =   0.99972569
 MO1045!UTM  13      -   0.99973619  x   0.99963203  =   0.99936832
 MO1045
 MO1045:                Primary Azimuth Mark                     Grid Az
 MO1045:SPC WY E     -  BURNS MUNICIPAL TANK                     072 12 40.4
 MO1045:UTM  13      -  BURNS MUNICIPAL TANK                     072 19 15.5
 MO1045
 MO1045|---------------------------------------------------------------------|
 MO1045| PID    Reference Object                     Distance      Geod. Az  |
 MO1045|                                                           dddmmss.s |
 MO1045| MO1039 BURNS MUNICIPAL TANK                APPROX. 3.0 KM 0724317.5 |
 MO1045| CP8910 BURNS RM 1                           13.570 METERS 09426     |
 MO1045| CP8911 BURNS RM 2                           16.871 METERS 19529     |
 MO1045| CP8909 BURNS AZ MK                                        3030157.5 |
 MO1045|---------------------------------------------------------------------|
 MO1045
 MO1045                          SUPERSEDED SURVEY CONTROL
 MO1045
 MO1045  NAD 83(1986)-  41 11 03.95429(N)    104 23 30.22764(W) AD(       ) 2
 MO1045  NAD 27      -  41 11 04.02550(N)    104 23 28.37320(W) AD(       ) 2
 MO1045
 MO1045.Superseded values are not recommended for survey control.
 MO1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1045.See file dsdata.txt to determine how the superseded data were derived.
 MO1045
 MO1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF5101459410(NAD 83)
 MO1045_MARKER: DS = TRIANGULATION STATION DISK
 MO1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1045
 MO1045  HISTORY     - Date     Condition        Report By
 MO1045  HISTORY     - 1960     MONUMENTED       CGS
 MO1045  HISTORY     - 1963     GOOD             CGS
 MO1045
 MO1045                          STATION DESCRIPTION
 MO1045
 MO1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1045'THE STATION IS LOCATED, AIRLINE, ABOUT 1.75 MILES WEST OF
 MO1045'THE SMALL TOWN OF BURNS, ON A PROMINENT FLAT EAST-WEST RIDGE,
 MO1045'IN PASTURE LAND.  IT IS 0.2 MILE SOUTH OF THE COUNTY ROAD IN
 MO1045'SECTION 14, TOWNSHIP 14 N, RANGE 63 E, ON PROPERTY OWNED BY
 MO1045'MR. PAUL MC DOWELL.
 MO1045'
 MO1045'TO REACH THE STATION FROM THE CROSS-ROAD, 1 BLOCK SOUTH OF
 MO1045'THE SCHOOLHOUSE IN BURNS, GO WEST ON THE GRAVELED RAOD FOR
 MO1045'1.6 MILES TO A T-ROAD AND A GATE ON THE LEFT.  TURN LEFT, PASS
 MO1045'THROUGH THE GATE AND GO SOUTH ON A TRACK ROAD FOR 0.2 MILE.
 MO1045'TURN RIGHT, CROSS COUNTRY FOR 0.2 MILE TO THE HIGHEST POINT
 MO1045'OF THE RIDGE AND THE STATION.
 MO1045'
 MO1045'TO REACH THE AZIMUTH MARK FROM THE T-ROAD AND THE GATE MENTIONED
 MO1045'IN THE DESCRIPTION, GO WEST FOR 0.5 MILE TO A TELEPHONE POLE
 MO1045'ON THE RIGHT AND THE AZIMUTH MARK.
 MO1045'
 MO1045'THE STATION IS A STANDARD DISK STAMPED BURNS 1960 SET IN
 MO1045'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MO1045'ABOUT 5 INCHES ABOVE THE GROUND.
 MO1045'
 MO1045'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BURNS
 MO1045'NO 1 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MO1045'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 MO1045'ELEVATION AS THE STATION.
 MO1045'
 MO1045'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BURNS
 MO1045'NO 2 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MO1045'WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT
 MO1045'THE SAME ELEVATION AS THE STATION.
 MO1045'
 MO1045'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURNS 1960 SET
 MO1045'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MO1045'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 33 FEET NORTH OF THE
 MO1045'CENTER OF THE ROAD, 1 FOOT EAST-SOUTHEAST OF A TELEPHONE POLE
 MO1045'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 MO1045
 MO1045                          STATION RECOVERY (1963)
 MO1045
 MO1045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1045'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 MO1045'AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.  THE DIRECTION
 MO1045'TO THE AZIMUTH MARK MISSED THE PREVIOUS DIRECTION BY 6.3
 MO1045'SECONDS.  THE AZIMUTH MARK WAS REOBSERVED AND THE 1963 DIRECTION
 MO1045'WAS MEANED.  THE DESCRIPTION IS ENTIRELY ADEQUATE.
 MO1045'
 MO1045'NOTE--A METAL WITNESS POST WAS SET BY THIS PARTY, 2.5
 MO1045'FEET WEST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1039 ***********************************************************************
 MO1039  DESIGNATION -  BURNS MUNICIPAL TANK
 MO1039  PID         -  MO1039
 MO1039  STATE/COUNTY-  WY/LARAMIE
 MO1039  USGS QUAD   -  BURNS (1991)
 MO1039
 MO1039                         *CURRENT SURVEY CONTROL
 MO1039  ___________________________________________________________________
 MO1039* NAD 83(1993)-  41 11 33.20143(N)    104 21 25.71630(W)     ADJUSTED  
 MO1039* NAVD 88     -                                                        
 MO1039  ___________________________________________________________________
 MO1039  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 MO1039  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 MO1039
 MO1039  HORZ ORDER  -  THIRD
 MO1039
 MO1039.The horizontal coordinates were established by classical geodetic methods
 MO1039.and adjusted by the National Geodetic Survey in January 1997..
 MO1039
 MO1039
 MO1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1039
 MO1039.The geoid height was determined by GEOID03.
 MO1039
 MO1039;                    North         East     Units Scale Factor Converg.
 MO1039;SPC WY E     -    77,220.135   267,906.845   MT  0.99999423   +0 31 59.4
 MO1039;UTM  13      - 4,560,332.134   553,907.724   MT  0.99963576   +0 25 24.2
 MO1039
 MO1039                          SUPERSEDED SURVEY CONTROL
 MO1039
 MO1039  NAD 83(1986)-  41 11 33.19088(N)    104 21 25.71178(W) AD(       ) 4
 MO1039  NAD 27      -  41 11 33.26200(N)    104 21 23.85700(W) AD(       ) 3
 MO1039
 MO1039.Superseded values are not recommended for survey control.
 MO1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1039.See file dsdata.txt to determine how the superseded data were derived.
 MO1039
 MO1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF5390860332(NAD 83)
 MO1039_MARKER: 53 = ELEVATED TANK
 MO1039
 MO1039  HISTORY     - Date     Condition        Report By
 MO1039  HISTORY     - 1960     FIRST OBSERVED   CGS
 MO1039  HISTORY     - 1963     GOOD             CGS
 MO1039
 MO1039                          STATION DESCRIPTION
 MO1039
 MO1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1039'THE STATION IS THE BALL ATOP THE WATER TANK WHICH IS LOCATED
 MO1039'IN THE VILLAGE OF BURNS.
 MO1039'
 MO1039'THE TANK IS PAINTED SILVER WITH THE BOTTOM OF THE BOWL AND
 MO1039'THE TOP OF THE TANK PAINTED BLACK, SUPPORTED BY FOUR LEGS
 MO1039'AND ABOUT 80 FEET IN HEIGHT.
 MO1039'
 MO1039'THIS STATION WAS NOT PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0764 ***********************************************************************
 OX0764  DESIGNATION -  BURNT
 OX0764  PID         -  OX0764
 OX0764  STATE/COUNTY-  WY/TETON
 OX0764  USGS QUAD   -  BURNT MOUNTAIN (1996)
 OX0764
 OX0764                         *CURRENT SURVEY CONTROL
 OX0764  ___________________________________________________________________
 OX0764* NAD 83(1993)-  43 31 31.65196(N)    110 07 53.08087(W)     ADJUSTED  
 OX0764* NAVD 88     -      3019.5    (meters)    9906.     (feet)  VERTCON   
 OX0764  ___________________________________________________________________
 OX0764  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 OX0764  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 OX0764
 OX0764  HORZ ORDER  -  FIRST
 OX0764
 OX0764.The horizontal coordinates were established by classical geodetic methods
 OX0764.and adjusted by the National Geodetic Survey in January 1997..
 OX0764
 OX0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0764
 OX0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0764
 OX0764.The geoid height was determined by GEOID03.
 OX0764
 OX0764;                    North         East     Units Scale Factor Converg.
 OX0764;SPC WY W     -   436,028.608   796,113.487   MT  0.99993769   -0 01 59.2
 OX0764;SPC WYWC     -   336,954.674   488,329.397   MT  1.00009084   -0 57 05.2
 OX0764;UTM  12      - 4,819,535.218   570,191.097   MT  0.99966060   +0 35 53.5
 OX0764
 OX0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0764!SPC WY W     -   0.99952806  x   0.99993769  =   0.99946578
 OX0764!SPC WYWC     -   0.99952806  x   1.00009084  =   0.99961886
 OX0764!UTM  12      -   0.99952806  x   0.99966060  =   0.99918882
 OX0764
 OX0764|---------------------------------------------------------------------|
 OX0764| PID    Reference Object                     Distance      Geod. Az  |
 OX0764|                                                           dddmmss.s |
 OX0764| CP4623 BURNT RM 1                           10.488 METERS 07439     |
 OX0764| CP4624 BURNT RM 2                            8.958 METERS 14839     |
 OX0764| CP4622 BURNT AZ MK                                        2150242.6 |
 OX0764| OX0763 DEER CREEK LOOKOUT                  APPROX.11.1 KM 3341311.0 |
 OX0764|---------------------------------------------------------------------|
 OX0764
 OX0764                          SUPERSEDED SURVEY CONTROL
 OX0764
 OX0764  NAD 83(1993)-  43 31 31.64219(N)    110 07 53.07216(W) AD(       ) 1
 OX0764  NAD 83(1986)-  43 31 31.64169(N)    110 07 53.06900(W) AD(       ) 1
 OX0764  NAD 27      -  43 31 31.83900(N)    110 07 50.43000(W) AD(       ) 1
 OX0764  NGVD 29 (07/19/86) 3018.0    (m)         9902.     (f) VERT ANG       
 OX0764
 OX0764.Superseded values are not recommended for survey control.
 OX0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0764.See file dsdata.txt to determine how the superseded data were derived.
 OX0764
 OX0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP7019119535(NAD 83)
 OX0764_MARKER: DD = SURVEY DISK
 OX0764_SETTING: 80 = SET IN A BOULDER
 OX0764_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OX0764
 OX0764  HISTORY     - Date     Condition        Report By
 OX0764  HISTORY     - 1905     MONUMENTED       USGS
 OX0764  HISTORY     - 1946     GOOD             USGS
 OX0764
 OX0764                          STATION DESCRIPTION
 OX0764
 OX0764'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OX0764'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT MOUNTAIN
 OX0764'WHICH IS HEAVILY TIMBERED ON THE EAST AND SPARSLY TIMBERED
 OX0764'ON THE WEST.  THE TOP OF THE PEAK IS PARTLY COVERED WITH
 OX0764'BURNED TIMBER.  IT IS 25 MILES, AIRLINE, EAST-SOUTHEAST
 OX0764'OF KELLY POST OFFICE, 26 MILES, AIRLINE, WEST BY SOUTH OF
 OX0764'BUDOIS, AND 34 MILES, AIRLINE, NORTH BY EAST OF JACKSON.
 OX0764'THE MOUNTAIN IS VERY CONSPICIOUS FROM THE NORTHWEST AND IS
 OX0764'THE HIGHEST POINT IN THE VICINITY.
 OX0764'
 OX0764'THE STATION MARK IS A STANDARD USGS BM DISC CEMENTED IN A DRILL
 OX0764'HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 OX0764'AND IS ON THE HIGHEST POINT OF THE PEAK.  IT IS 1 FOOT SOUTHWEST
 OX0764'OF A CROSS CHISELED IN A BOULDER WHICH IS 3 INCHES IN DIAMETER
 OX0764'AND FLUSH WITH THE SURFACE OF THE GROUND.  IS STAMPED VA 9879
 OX0764'DATUM B AND M.
 OX0764'
 OX0764'REFERENCE MARK NO. 1 IS A STANDARD DISC WELDED ON THE TOP OF A
 OX0764'THREE INCH CAST IRON SOIL PIPE WHICH PROJECTS 6 INCHES, IS
 OX0764'ABOUT 8 FEET LOWER THAN THE STATION, AND IS ON THE EASTERN
 OX0764'SLOPE OF THE MOUNTAIN.  THE DISC IS STAMPED BURNT USGS NO 1 1946.
 OX0764'
 OX0764'REFERENCE MARK NO. 2 IS A STANDARD DISC WELDED ON THE TOP OF A
 OX0764'THREE INCH CAST IRON SOIL PIPE WHICH PROJECTS 4 INCHES, AND IS
 OX0764'APPROXIMATELY 1-1/2 FOOT LOWER THAN THE STATION MARK IT IS
 OX0764'STAMPED BURNT USGS NO 2 1946
 OX0764'
 OX0764'THE AZIMUTH MARK IS A STANDARD DISC WELDED ON THE TOP OF A THREE
 OX0764'INCH CAST IRON SOIL PIPE WHICH PROJECTS 10 INCHES ABOVE THE
 OX0764'GROUND.  IT IS 0.6 MILE SOUTHWEST ON A RIDGE JUST BELOW THE
 OX0764'STATION HILL.  THE SOUTHERN SLOPE OF THE RIDGE IS COVERED WITH
 OX0764'ASPEN TREES AND THE NORTHERN SLOPE IS COVERED WITH PINE AND
 OX0764'SPRUCE.  THE MARK IS IN A SMALL CLEARING AND IS STAMPED BURNT
 OX0764'USGS 1946.
 OX0764'
 OX0764'TO REACH THE STATION WITH HORSES IT IS NECESSARY TO TRANSPORT
 OX0764'THEM TO THE END OF TRUCK TRAVEL.  MR. CLAUDE WHAMS HORSES WERE
 OX0764'USED.  HIS RANCH IS 1 MILE NORTH AND THREE MILES EAST OF KELLY.
 OX0764'THE FOLLOWING WAS THE ROUTE TAKEN--FROM THE POST OFFICE IN
 OX0764'KELLY GO NORTH ON A GRAVELED ROAD 1.0 MILE TO CROSSROADS.  TURN
 OX0764'RIGHT, EAST, AND FOLLOW THE MAIN TRAVELED ROAD UP THE GROS
 OX0764'VENTRE RIVER CANYON FOR 12.45 MILES TO THE RED HILLS BRIDGE
 OX0764'ACROSS THE GROS VENTRE RIVER.  CROSS THE BRIDGE AND CONTINUE
 OX0764'EAST 1.55 MILES.  CROSS CRYSTAL CREEK AND CONTINUE
 OX0764'STRAIGHT AHEAD FOR 0.1 MILE TO FORKS.  KEEP LEFT FORK MAIN
 OX0764'TRAVELED ROAD FOR 0.45 MILE TO FORKS.  TAKE THE RIGHT FORK
 OX0764'MAIN TRAVELED ROAD FOR 7.5 MILES TO FORKS.  TAKE LEFT FORK
 OX0764'(RIGHT FORK GOES TO GOOSE WING GUARD STATION) AND GO 2.15
 OX0764'MILES TO FORKS.  TAKE RIGHT FORK AND GO 0.95 MILE TO FORKS.
 OX0764'TAKE LEFT FORK AND GO 1.8 MILES TO THE OLSON RANCH AND
 OX0764'BRIDGE ACROSS THE GROS VENTRE RIVER AND THE END OF TRUCK
 OX0764'TRAVEL.  FROM HERE PACK EAST OF THE RANCH BUILDINGS 0.2
 OX0764'MILE TO A GATE AT THE WESTERN FOOT OF A HILL.  PASS THROUGH
 OX0764'THE GATE AND FOLLOW A STOCK TRAIL EASTERLY ACROSS SAGE BRUSH
 OX0764'HILLS ABOUT 1-1/4 MILE TO A POINT WHERE THE TRAIL DROPS DOWN
 OX0764'INTO BACON CREEK CANYON AND BENDS SOUTH ALONG ITS WESTERN SIDE.
 OX0764'KEEP ON THE TRAIL ABOUT 1-1/4 MILE TO A POINT WHERE THE TRAIL
 OX0764'CROSSES THE CREEK.  CROSS THE CREEK AND FOLLOW A WELL DEFINED
 OX0764'FOREST SERVICE TRAIL SOUTHERLY ALONG THE EAST SIDE OF BACON
 OX0764'CREEK FOR 0.4 MILE TO SIGN ALKALI GULCH.  KEEP STRAIGHT AHEAD
 OX0764'ON THE TRAIL FOR 0.45 MILE TO A SIGN POND CREEK, KEEP STRAIGHT
 OX0764'AHEAD ON THE TRAIL FOR 0.25 MILE TO A SIGN WATER GULCH.  KEEP
 OX0764'STRAIGHT AHEAD FOR 1.4 MILES TO A SIGN LAFERTY DRAW.  HERE
 OX0764'BEAR LEFT ON THE TRAIL UP THE MAIN CANYON AND GO 1.55 MILES.
 OX0764'CROSS CREEK AND GO 0.05 MILE AND AGAIN CROSS THE CREEK.  HERE
 OX0764'BEAR LEFT, NORTHERLY AWAY FROM THE MAIN CREEK AND GO UP A
 OX0764'PROMINENT DRAW FOR 0.35 MILE A CROSS A SMALL STREAM.  HERE
 OX0764'BEAR RIGHT UP A RIDGE NORTHERLY ABOUT 0.5 MILE TO THE MAIN
 OX0764'EAST-WEST RIDGE, THENCE BEAR RIGHT ALONG ITS CREST ABOUT 0.9
 OX0764'MILE TO THE BASE OF THE MAIN MOUNTAIN ABOUT 0.3 MILE WEST
 OX0764'OF THE STATION.  GO EASTERLY UP A VERY STEEP HILLSIDE TO
 OX0764'THE SUMMIT AND THE STATION.  A 4 HOUR HORSE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0349 ***********************************************************************
 OW0349  DESIGNATION -  BURRO
 OW0349  PID         -  OW0349
 OW0349  STATE/COUNTY-  WY/FREMONT
 OW0349  USGS QUAD   -  DOWNS MOUNTAIN (1991)
 OW0349
 OW0349                         *CURRENT SURVEY CONTROL
 OW0349  ___________________________________________________________________
 OW0349* NAD 83(1993)-  43 22 27.42137(N)    109 42 31.81981(W)     ADJUSTED  
 OW0349* NAVD 88     -      3781.0    (meters)   12405.     (feet)  VERTCON   
 OW0349  ___________________________________________________________________
 OW0349  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 OW0349  GEOID HEIGHT-          -7.45  (meters)                     GEOID03
 OW0349
 OW0349  HORZ ORDER  -  THIRD
 OW0349
 OW0349.The horizontal coordinates were established by classical geodetic methods
 OW0349.and adjusted by the National Geodetic Survey in January 1997..
 OW0349
 OW0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0349
 OW0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0349
 OW0349.The geoid height was determined by GEOID03.
 OW0349
 OW0349;                    North         East     Units Scale Factor Converg.
 OW0349;SPC WYWC     -   319,679.288   522,296.234   MT  1.00001175   -0 39 30.7
 OW0349;SPC WY W     -   419,300.861   830,348.755   MT  0.99994883   +0 15 25.9
 OW0349;UTM  12      - 4,803,189.204   604,599.898   MT  0.99973459   +0 53 12.5
 OW0349
 OW0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0349!SPC WYWC     -   0.99940860  x   1.00001175  =   0.99942034
 OW0349!SPC WY W     -   0.99940860  x   0.99994883  =   0.99935746
 OW0349!UTM  12      -   0.99940860  x   0.99973459  =   0.99914334
 OW0349
 OW0349:                Primary Azimuth Mark                     Grid Az
 OW0349:SPC WYWC     -  DOWNS                                    158 10 55.1
 OW0349:SPC WY W     -  DOWNS                                    157 15 58.5
 OW0349:UTM  12      -  DOWNS                                    156 38 11.9
 OW0349
 OW0349|---------------------------------------------------------------------|
 OW0349| PID    Reference Object                     Distance      Geod. Az  |
 OW0349|                                                           dddmmss.s |
 OW0349| OW0348 DOWNS                               APPROX. 7.7 KM 1573124.4 |
 OW0349|---------------------------------------------------------------------|
 OW0349
 OW0349                          SUPERSEDED SURVEY CONTROL
 OW0349
 OW0349  NAD 83(1986)-  43 22 27.41003(N)    109 42 31.81033(W) AD(       ) 3
 OW0349  NAD 27      -  43 22 27.58455(N)    109 42 29.24990(W) AD(       ) 3
 OW0349  NGVD 29 (07/19/86) 3779.3    (m)        12399.     (f) VERT ANG       
 OW0349
 OW0349.Superseded values are not recommended for survey control.
 OW0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0349.See file dsdata.txt to determine how the superseded data were derived.
 OW0349
 OW0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP0460003189(NAD 83)
 OW0349
 OW0349  HISTORY     - Date     Condition        Report By
 OW0349  HISTORY     - 1948     MONUMENTED       USGS
 OW0349  HISTORY     - 1968     GOOD             USGS
 OW0349
 OW0349                          STATION DESCRIPTION
 OW0349
 OW0349'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OW0349'AT OR NEAR THE DIVIDE BETWEEN FREMONT AND SUBLETTE COUNTIES, WYOMING
 OW0349'11 MI. S. AND 4 MI. W. OF DUBOIS, WYOMING STATION IS ON THE HIGHEST
 OW0349'PILE OF ROCK OF A GROUP OF ROCK PILES ON RAM FLAT.  THIS IS THE OLD
 OW0349'STATION ESTABLISHED BY USGS IN 1948.
 OW0349'
 OW0349'RECOVERED.
 OW0349'
 OW0349'STATION MARK - STANDARD BRONZE TABLET STAMPED ---BURRO VABM 1968---
 OW0349'STAMPING ADDED ---VABM 1968---.
 OW0349'
 OW0349'REFERENCE MARK NO.1 - BRONZE REFERENCE MARK TABLET CEMENETED IN LARGE
 OW0349'BOULDER, STAMPED ---BURRO NO.1--- 28.50 FT. FROM STATION,
 OW0349'S 87 DEG 48 MIN E.
 OW0349'
 OW0349'REFERENCE MARK NO.2 - BRONZE REFERENCE MARK TABLET CEMENTED IN LARGE
 OW0349'BOULDER, STAMPED ---BURRO NO.2--- 16.01 FT. FROM STATION,
 OW0349'N 13 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0849 ***********************************************************************
 OX0849  DESIGNATION -  BUSTER POINT
 OX0849  PID         -  OX0849
 OX0849  STATE/COUNTY-  WY/TETON
 OX0849  USGS QUAD   -  RANGER PEAK (1968)
 OX0849
 OX0849                         *CURRENT SURVEY CONTROL
 OX0849  ___________________________________________________________________
 OX0849* NAD 83(1993)-  43 58 53.52716(N)    110 48 16.02775(W)     ADJUSTED  
 OX0849* NAVD 88     -      3266.5    (meters)   10717.     (feet)  VERTCON   
 OX0849  ___________________________________________________________________
 OX0849  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 OX0849  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 OX0849
 OX0849  HORZ ORDER  -  THIRD
 OX0849
 OX0849.The horizontal coordinates were established by classical geodetic methods
 OX0849.and adjusted by the National Geodetic Survey in January 1997..
 OX0849
 OX0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0849
 OX0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0849
 OX0849.The geoid height was determined by GEOID03.
 OX0849
 OX0849;                    North         East     Units Scale Factor Converg.
 OX0849;SPC WY W     -   486,950.622   742,147.429   MT  0.99997865   -0 30 02.8
 OX0849;UTM  12      - 4,869,840.597   515,682.737   MT  0.99960302   +0 08 08.9
 OX0849
 OX0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0849!SPC WY W     -   0.99948940  x   0.99997865  =   0.99946806
 OX0849!UTM  12      -   0.99948940  x   0.99960302  =   0.99909263
 OX0849
 OX0849:                Primary Azimuth Mark                     Grid Az
 OX0849:SPC WY W     -  OWL                                      119 56 10.2
 OX0849:UTM  12      -  OWL                                      119 17 58.5
 OX0849
 OX0849|---------------------------------------------------------------------|
 OX0849| PID    Reference Object                     Distance      Geod. Az  |
 OX0849|                                                           dddmmss.s |
 OX0849| OX0848 OWL                                 APPROX. 0.9 KM 1192607.4 |
 OX0849|---------------------------------------------------------------------|
 OX0849
 OX0849                          SUPERSEDED SURVEY CONTROL
 OX0849
 OX0849  NAD 83(1993)-  43 58 53.52500(N)    110 48 16.02490(W) AD(       ) 3
 OX0849  NAD 83(1986)-  43 58 53.52538(N)    110 48 16.01308(W) AD(       ) 3
 OX0849  NAD 27      -  43 58 53.79427(N)    110 48 13.22639(W) AD(       ) 3
 OX0849  NGVD 29 (07/19/86) 3265.1    (m)        10712.     (f) VERT ANG       
 OX0849
 OX0849.Superseded values are not recommended for survey control.
 OX0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0849.See file dsdata.txt to determine how the superseded data were derived.
 OX0849
 OX0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1568369841(NAD 83)
 OX0849
 OX0849  HISTORY     - Date     Condition        Report By
 OX0849  HISTORY     - 1955     MONUMENTED       USGS
 OX0849  HISTORY     - 1968     GOOD             USGS
 OX0849
 OX0849                          STATION DESCRIPTION
 OX0849
 OX0849'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OX0849'LOCATED ABOUT 10.0 MI. (AIRLINE) S. OF GRASSY LAKE RESERVOIR, WYOMING,
 OX0849'ABOUT 11.0 MI. (AIRLINE) SW. OF FLAGG RANCH, WYOMING, ABOUT 5.5 MI.
 OX0849'(AIRLINE) W. OF JACKSON LAKE, WYOMING, ABOUT 20.5 MI. (AIRLINE) E. OF
 OX0849'LAMONT, IDAHO.  ON HIGHEST PEAK OF DIVIDE BETWEEN OWL CREEK AND WEBB
 OX0849'CANYON.  THIS PEAK IS THE HIGHEST AND MOST PROMINENT PEAK AT THE N.
 OX0849'END OF GRAND TETON MOUNTAINS, WHEN VIEWED FROM THE W., N., AND E.
 OX0849'
 OX0849'NOTE--THIS STATION WAS REACHED VIA RDS. AND TRAILS FROM ASHTON,
 OX0849'IDAHO.  A MORE FEASIBLE DESCRIPTIVE ROUTE WOULD BE AS FOLLOWS
 OX0849'
 OX0849'TO REACH FROM MORAN, WYOMING, GO NW. ABOUT 11.0 MI. ALONG U.S. HIGHWAY
 OX0849'89 AND 287 TO ARIZONA GUARD STATION OF GRAND TETON NATIONAL PARK, NEAR
 OX0849'AND W. OF HIGHWAY CROSSING OF ARIZONA CREEK.  FROM ARIZONA GUARD
 OX0849'STATION, GO NW. ABOUT 3.2 MI. ALONG HIGHWAY TO SIDE RD. JUNCTION ON
 OX0849'W. SIDE OF HIGHWAY.  LEAVE HIGHWAY AND GO ABOUT 0.5 MI. S. AND SW.
 OX0849'ALONG SIDE RD. TO A LOW WATER FORD CROSSING N. END OF JACKSON LAKE
 OX0849'AND END OF TRUCK TRAVEL.  (NOTE--THE LOCATION OF THIS FORD VARIES
 OX0849'WITH THE HEIGHT OF THE LOW WATER.  MAKE INQUIRY AT GUARD STATION.)
 OX0849'PACK W. ALONG TRAIL, ACROSS FORD ABOUT 1.0 MI. TO OLD GUARD STATION,
 OX0849'ON W. SIDE OF JACKSON LAKE, NEAR AND W. OF MOUTH OF BERRY CREEK, GO
 OX0849'ABOUT 2.7 MI. NW. UP ---BERRY CREEK TRAIL--- TO A POINT ABOUT 0.5
 OX0849'MI. SE. OF CREEK FORK JUNCTION WITH OWL CREEK AND APPROXIMATELY
 OX0849'OPPOSITE A DRAIN FORK JUNCTION (FROM SW. INTO BERRY CREEK).  AT THIS
 OX0849'POINT, CROSS BERRY CREEK AND FOLLOW STEEP, TIMBERED RIDGE SW. ABOUT
 OX0849'2.3 MI. TO SUMMIT OF A SLANTING CLIFF POINT, AT SUMMIT OF SCRUB
 OX0849'TIMBERLINE AND END OF HORSE PACK TRAVEL.  (NOTE--THIS CLIFF POINT
 OX0849'IS PROMINENT AND VISIBLE FROM NW., N., AND E.)  BACK PACK SW. AND W.
 OX0849'ABOUT 0.8 MI. ALONG BARE, ROCKY RIDGE TO A RELATIVELY BROAD, ROUNDED
 OX0849'SUMMIT AT STATION ---OWL VA 10,611---, CONTINUE W. ABOUT 0.2 MI. DOWN
 OX0849'ALONG A RAZOR-BACK ROCKY RIDGE TO A SADDLE, CONTINUE W. ABOUT 0.2 MI.
 OX0849'W. UP A VERY STEEP ROCKY SLOPE TO A CENTRAL SUMMIT OF A N-S. NARROW
 OX0849'ROCKY RIDGE, THENCE FOLLOW RAZOR-BACK ROCKY RIDGE NW. AND N. TO A
 OX0849'SHARP, VERY NARROW ROCKY PEAK AND STATION SITE.  STATION SITE IS
 OX0849'16 FT. SE. OF HIGHEST POINT OF PEAK, AS PEAK POINT WAS COVERED WITH
 OX0849'SHATTERED ROCK.  ABOUT A 4-1/2 HOUR HORSE AND BACK PACK FROM BERRY
 OX0849'CREEK.
 OX0849'
 OX0849'RECOVERED.
 OX0849'
 OX0849'STATION MARK--STANDARD USGS TABLET, STAMPED ---BUSTER POINT - 1955---,
 OX0849'CEMENTED IN SOLID ROCK LEDGE OUTCROP, WITH LARGE ROCK CAIRN BUILT
 OX0849'OVER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0171 ***********************************************************************
 NS0171  DESIGNATION -  BUTTE
 NS0171  PID         -  NS0171
 NS0171  STATE/COUNTY-  WY/FREMONT
 NS0171  USGS QUAD   -  RED CANYON (1978)
 NS0171
 NS0171                         *CURRENT SURVEY CONTROL
 NS0171  ___________________________________________________________________
 NS0171* NAD 83(1993)-  42 31 24.89690(N)    108 20 17.17098(W)     ADJUSTED  
 NS0171* NAVD 88     -      2226.0    (meters)    7303.     (feet)  VERTCON   
 NS0171  ___________________________________________________________________
 NS0171  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 NS0171  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 NS0171
 NS0171  HORZ ORDER  -  THIRD
 NS0171
 NS0171.The horizontal coordinates were established by classical geodetic methods
 NS0171.and adjusted by the National Geodetic Survey in January 1997..
 NS0171
 NS0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0171
 NS0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0171
 NS0171.The geoid height was determined by GEOID03.
 NS0171
 NS0171;                    North         East     Units Scale Factor Converg.
 NS0171;SPC WYWC     -   224,814.990   633,842.707   MT  0.99995159   +0 16 42.2
 NS0171;UTM  12      - 4,711,345.770   718,642.492   MT  1.00018820   +1 47 59.5
 NS0171
 NS0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0171!SPC WYWC     -   0.99965298  x   0.99995159  =   0.99960458
 NS0171!UTM  12      -   0.99965298  x   1.00018820  =   0.99984111
 NS0171
 NS0171:                Primary Azimuth Mark                     Grid Az
 NS0171:SPC WYWC     -  T 28                                     045 36 08.0
 NS0171:UTM  12      -  T 28                                     044 04 50.7
 NS0171
 NS0171|---------------------------------------------------------------------|
 NS0171| PID    Reference Object                     Distance      Geod. Az  |
 NS0171|                                                           dddmmss.s |
 NS0171| NS0016 T 28                                APPROX. 7.2 KM 0455250.2 |
 NS0171|---------------------------------------------------------------------|
 NS0171
 NS0171                          SUPERSEDED SURVEY CONTROL
 NS0171
 NS0171  NAD 83(1986)-  42 31 24.88197(N)    108 20 17.17184(W) AD(       ) 3
 NS0171  NAD 27      -  42 31 25.03338(N)    108 20 14.80485(W) AD(       ) 3
 NS0171  NGVD 29 (07/19/86) 2224.9    (m)         7300.     (f) VERT ANG       
 NS0171
 NS0171.Superseded values are not recommended for survey control.
 NS0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0171.See file dsdata.txt to determine how the superseded data were derived.
 NS0171
 NS0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1864211346(NAD 83)
 NS0171_MARKER: DD = SURVEY DISK
 NS0171_SETTING: 0 = UNSPECIFIED SETTING
 NS0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0171
 NS0171  HISTORY     - Date     Condition        Report By
 NS0171  HISTORY     - 1951     MONUMENTED       USGS
 NS0171
 NS0171                          STATION DESCRIPTION
 NS0171
 NS0171'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0171'STATION IS LOCATED ABOUT 9 MI. AIRLINE E. OF BRIDGE OVER THE
 NS0171'SWEETWATER RIVER ON U.S.HIGHWAY 287. STATION IS ON THE N.END OF A LONG
 NS0171'FLAT N-S BUTTE.
 NS0171'
 NS0171'TO REACH STATION FROM BRIDGE CROSSING OVER THE SWEETWATER RIVER ON
 NS0171'U.S.HIGHWAY 287 GO NW.ON U.S.287 FOR 5.2 MI. TO DIRT RD. LEFT TO ELLIS
 NS0171'RANCH -CARTER OIL CO.- WELL NO.2-.  TURN LEFT AND CONTINUE ON ELLIS
 NS0171'RANCH RD. FOR 5.0 MI. TO RD. FORK.  TAKE RIGHT FORK OFF ELLIS RANCH
 NS0171'RD.AND CONTINUE APPROXIMATELY 1.5 MI. TO TOP OF STEEP GRADE.  STATION
 NS0171'IS ON THE N.END OF THE LONG FLAT BUTTE APPROXIMATELY 800 FT. W.-RIGHT-
 NS0171'OF THE RD.
 NS0171'
 NS0171'STATION MARK - STANDARD BRONZE TABLET SET IN CONCRETE MONUMENT.
 NS0171'STAMPED ---BUTTE 1951---.
 NS0171'
 NS0171'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET SET IN CONCRETE
 NS0171'MONUMENT.  STAMPED ---BUTTE NO.1 1951---. 41.46 FT. FROM STATION,
 NS0171'N 81 DEG 47 MIN W.
 NS0171'
 NS0171'REFERENCE MARK NO.2-STANDARD REFERENCE MARK TABLET SET IN CONCRETE
 NS0171'MONUMENT STAMPED ---BUTTE NO.2 1951---. 35.15 FT. FROM STATION,
 NS0171'N 18 DEG 34 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0634 ***********************************************************************
 NQ0634  DESIGNATION -  BUTTE
 NQ0634  PID         -  NQ0634
 NQ0634  STATE/COUNTY-  WY/ALBANY
 NQ0634  USGS QUAD   -  BOOT HEEL (1968)
 NQ0634
 NQ0634                         *CURRENT SURVEY CONTROL
 NQ0634  ___________________________________________________________________
 NQ0634* NAD 83(1993)-  42 13 15.22884(N)    105 56 54.70771(W)     ADJUSTED  
 NQ0634* NAVD 88     -      2259.7    (meters)    7414.     (feet)  VERTCON   
 NQ0634  ___________________________________________________________________
 NQ0634  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 NQ0634  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 NQ0634
 NQ0634  HORZ ORDER  -  SECOND
 NQ0634
 NQ0634.The horizontal coordinates were established by classical geodetic methods
 NQ0634.and adjusted by the National Geodetic Survey in January 1997..
 NQ0634
 NQ0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0634
 NQ0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0634
 NQ0634.The geoid height was determined by GEOID03.
 NQ0634
 NQ0634;                    North         East     Units Scale Factor Converg.
 NQ0634;SPC WY E     -   191,408.372   135,450.390   MT  0.99998875   -0 31 31.5
 NQ0634;SPC WYEC     -   292,040.934   514,328.312   MT  1.00009827   +0 55 50.4
 NQ0634;UTM  13      - 4,674,738.090   421,716.926   MT  0.99967540   -0 38 14.8
 NQ0634
 NQ0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0634!SPC WY E     -   0.99964756  x   0.99998875  =   0.99963631
 NQ0634!SPC WYEC     -   0.99964756  x   1.00009827  =   0.99974579
 NQ0634!UTM  13      -   0.99964756  x   0.99967540  =   0.99932307
 NQ0634
 NQ0634|---------------------------------------------------------------------|
 NQ0634| PID    Reference Object                     Distance      Geod. Az  |
 NQ0634|                                                           dddmmss.s |
 NQ0634| CP8919 BUTTE RM 1                            9.297 METERS 05705     |
 NQ0634| CP8918 BUTTE AZ MK                                        1851205.9 |
 NQ0634| CP8920 BUTTE RM 2                            9.648 METERS 33741     |
 NQ0634|---------------------------------------------------------------------|
 NQ0634
 NQ0634                          SUPERSEDED SURVEY CONTROL
 NQ0634
 NQ0634  NAD 83(1986)-  42 13 15.21493(N)    105 56 54.69746(W) AD(       ) 2
 NQ0634  NAD 27      -  42 13 15.33500(N)    105 56 52.66500(W) AD(       ) 2
 NQ0634  NGVD 29 (07/19/86) 2258.7    (m)         7410.     (f) VERT ANG       
 NQ0634
 NQ0634.Superseded values are not recommended for survey control.
 NQ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0634.See file dsdata.txt to determine how the superseded data were derived.
 NQ0634
 NQ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG2171774738(NAD 83)
 NQ0634_MARKER: DS = TRIANGULATION STATION DISK
 NQ0634_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0634
 NQ0634  HISTORY     - Date     Condition        Report By
 NQ0634  HISTORY     - 1948     MONUMENTED       CGS
 NQ0634
 NQ0634                          STATION DESCRIPTION
 NQ0634
 NQ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0634'THE STATION IS LOCATED IN T. 25 N., R. 77 W., ON A PROMINENT
 NQ0634'BUTTE, THE TOP CONSISTING OF A LARGE ROCK OUTCROP.  THE BUTTE
 NQ0634'HAS TWO PEAKS, THE NORTH ONE BEING THE HIGHER.  STATION IS
 NQ0634'LOCATED ALONG THE ROAD BETWEEN MEDICINE BOW AND MARSHALL.  ABOUT
 NQ0634'26 MILES AIRLINE NORTHEAST OF MEDICINE BOW.  ABOUT 7 MILES
 NQ0634'SOUTHWEST OF MARSHALL, 20 PACES WEST OF EAST EDGE OF BUTTE
 NQ0634'AND 10 FEET EAST OF AND 18 INCHES LOWER THAN THE HIGHEST
 NQ0634'POINT.  IT IS FLUSH WITH THE GROUND AND STAMPED, BUTTE 1948.
 NQ0634'
 NQ0634'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 NQ0634'STATION MARK.  IT IS FLUSH WITH THE GROUND AND STAMPED, BUTTE
 NQ0634'NO 1 1948.
 NQ0634'
 NQ0634'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 NQ0634'STATION MARK.  IT IS FLUSH WITH THE GROUND AND IS STAMPED,
 NQ0634'BUTTE NO 2 1948.
 NQ0634'
 NQ0634'THE AZIMUTH MARK IS ON A SMALL RIDGE 0.05 MILE EAST OF ROAD,
 NQ0634'100 YARDS NORTH OF FENCE LINE AND 15 FEET NORTHEAST OF A WHITE
 NQ0634'WITNESS POST.  IT IS FLUSH WITH GROUND AND STAMPED, BUTTE 1948.
 NQ0634'
 NQ0634'TO REACH THE STATION FROM MEDICINE BOW GO NORTH ON THE CASPER
 NQ0634'ROAD FOR 2.6 MILES TO FORK.  KEEP RIGHT FORK STRAIGHT AHEAD
 NQ0634'EASTERLY AND GO 9.3 MILES TO A CROSSROAD LEADING NORTH AND SOUTH.
 NQ0634'TURN LEFT AND FOLLOW GRADED ROAD NORTHERLY 7.3 MILES TO FORK,
 NQ0634'WITH LARGE STONE MONUMENT IN FORK.  KEEP RIGHT FORK STRAIGHT
 NQ0634'AHEAD AND GO 2.8 MILES TO WOODEN BRIDGE OVER SHEEP CREEK.
 NQ0634'CONTINUE NORTHERLY ON GRADED ROAD FOR 5.9 MILES TO AZIMUTH ON
 NQ0634'RIGHT, EAST.  CONTINUE NORTHERLY ON GRADED ROAD FOR 1.1 MILE TO
 NQ0634'CATTLE GUARD CROSSING AND A LARGE BUTTE STRAIGHT AHEAD.
 NQ0634'CONTINUE ON TRACK ROAD LEADING TO SHEEP PENS AT THE BASE OF THE
 NQ0634'BUTTE.  THENCE RIGHT AROUND EAST OF THE PENS FOR A TOTAL
 NQ0634'DISTANCE OF ABOUT 0.35 MILE TO BASE AND THE END OF TRUCK
 NQ0634'TRAVEL.  HERE PACK UP STEEP SLOPE TO WEST TO TOP AND
 NQ0634'STATION.  A 10 MINUTE PACK OR A DRIVE WITH A 4 WHEEL DRIVE
 NQ0634'VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0494 ***********************************************************************
 PV0494  DESIGNATION -  BUTTE
 PV0494  PID         -  PV0494
 PV0494  STATE/COUNTY-  WY/CROOK
 PV0494  USGS QUAD   -  DULING HILL (1984)
 PV0494
 PV0494                         *CURRENT SURVEY CONTROL
 PV0494  ___________________________________________________________________
 PV0494* NAD 83(1993)-  44 16 27.00021(N)    104 16 34.72967(W)     ADJUSTED  
 PV0494* NAVD 88     -      1831.0    (meters)    6007.     (feet)  VERTCON   
 PV0494  ___________________________________________________________________
 PV0494  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 PV0494  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 PV0494
 PV0494  HORZ ORDER  -  THIRD
 PV0494
 PV0494.The horizontal coordinates were established by classical geodetic methods
 PV0494.and adjusted by the National Geodetic Survey in January 1998..
 PV0494
 PV0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0494
 PV0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0494
 PV0494.The geoid height was determined by GEOID03.
 PV0494
 PV0494;                    North         East     Units Scale Factor Converg.
 PV0494;SPC WY E     -   419,596.974   271,077.785   MT  0.99999961   +0 37 17.7
 PV0494;UTM  13      - 4,902,579.291   557,753.093   MT  0.99964102   +0 30 18.8
 PV0494
 PV0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0494!SPC WY E     -   0.99971509  x   0.99999961  =   0.99971470
 PV0494!UTM  13      -   0.99971509  x   0.99964102  =   0.99935621
 PV0494
 PV0494:                Primary Azimuth Mark                     Grid Az
 PV0494:SPC WY E     -  INYANKARA RM                             220 24 38.7
 PV0494:UTM  13      -  INYANKARA RM                             220 31 37.6
 PV0494
 PV0494|---------------------------------------------------------------------|
 PV0494| PID    Reference Object                     Distance      Geod. Az  |
 PV0494|                                                           dddmmss.s |
 PV0494| PV0486 INYANKARA RM                        APPROX. 9.0 KM 2210156.4 |
 PV0494|---------------------------------------------------------------------|
 PV0494
 PV0494                          SUPERSEDED SURVEY CONTROL
 PV0494
 PV0494  NAD 83(1993)-  44 16 26.99954(N)    104 16 34.72967(W) AD(       ) 3
 PV0494  NAD 83(1986)-  44 16 26.99553(N)    104 16 34.71923(W) AD(       ) 3
 PV0494  NAD 27      -  44 16 27.06006(N)    104 16 32.91906(W) AD(       ) 3
 PV0494  NGVD 29 (07/19/86) 1830.3    (m)         6005.     (f) VERT ANG       
 PV0494
 PV0494.Superseded values are not recommended for survey control.
 PV0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0494.See file dsdata.txt to determine how the superseded data were derived.
 PV0494
 PV0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK5775302579(NAD 83)
 PV0494_MARKER: DD = SURVEY DISK
 PV0494_SETTING: 66 = SET IN ROCK OUTCROP
 PV0494_SP_SET: SET IN ROCK OUTCROP
 PV0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0494+STABILITY: POSITION/ELEVATION WELL
 PV0494
 PV0494  HISTORY     - Date     Condition        Report By
 PV0494  HISTORY     - 1957     MONUMENTED       USGS
 PV0494
 PV0494                          STATION DESCRIPTION
 PV0494
 PV0494'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0494'STATION IS LOCATED ABOUT 9.5 MI. S. AND 5.0 MI. E. OF SUNDANCE,
 PV0494'WYOMING, ON THE SOUTHEASTERLY MOST TOP OF THE BLACK BUTTES, IN CROOK
 PV0494'COUNTY, WYOMING.
 PV0494'
 PV0494'TO REACH FROM THE CROOK COUNTY COURT HOUSE IN SUNDANCE, GO E. ON U.S.
 PV0494'HIGHWAY 14 FOR 0.2 MI. TO THE JUNCTION OF WYOMING STATE HIGHWAY NO.
 PV0494'585, TURN RIGHT AND GO S. ON HIGHWAY 585 FOR 11.9 MI. TO A GATE ON THE
 PV0494'E. SIDE OF THE RD. WHICH FALLS BETWEEN AN ABANDONED SCHOOL AND A
 PV0494'CEMETERY.  TURN LEFT AND GO THROUGH THE GATE AND CONTINUE NE. ALONG
 PV0494'THE TRACK RD. FOR 1.0 MI. TO A FENCE CORNER.  TURN A SHARP RIGHT,
 PV0494'LEAVE TRAIL AND CONTINUE E. ALONG THE N. SIDE OF THE FENCE FOR 0.1 MI.
 PV0494'TO ANOTHER GATE.  GO THROUGH THE GATE AND CONTINUE E. FOR 0.15 MI. TO
 PV0494'ANOTHER TRACK RD.  TURN LEFT AND FOLLOW THIS OLD LOGGING RD. FOR 0.35
 PV0494'MI. TO A FORK.  TAKE THE LEFT FORK UP A STEEP DRAW FOR 0.35 MI. TO THE
 PV0494'SE. CORNER OF A CLEARING (END OF TRUCK TRAVEL).  CONTINUE WITH A JEEP
 PV0494'NW. ACROSS THE CLEARING FOR 0.2 MI. TO A STEEP HILL AND AN OLD SKID
 PV0494'RD.  FOLLOW THE BLAZED SKID RD. NW. FOR 0.3 MI. TO A DRAW, TURN RIGHT
 PV0494'UP THE DRAW GOING THROUGH AN OLD FENCE AND ALONG THE RIDGE FOR 0.3 MI.
 PV0494'TO THE TOP AND STATION SITE.
 PV0494'
 PV0494'STATION MARK--A USGS STANDARD TABLET SET IN A ROCK, STAMPED ---BUTTE
 PV0494'1957--- AND PROJECTING 0.0 FT. ABOVE THE GROUND.
 PV0494'
 PV0494'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0389 ***********************************************************************
 OV0389  DESIGNATION -  BUTTE ET
 OV0389  PID         -  OV0389
 OV0389  STATE/COUNTY-  WY/JOHNSON
 OV0389  USGS QUAD   -  TABLETOP (1967)
 OV0389
 OV0389                         *CURRENT SURVEY CONTROL
 OV0389  ___________________________________________________________________
 OV0389* NAD 83(1993)-  43 46 24.83291(N)    107 05 37.18875(W)     ADJUSTED  
 OV0389* NAVD 88     -      2529.3    (meters)    8298.     (feet)  VERTCON   
 OV0389  ___________________________________________________________________
 OV0389  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 OV0389  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 OV0389
 OV0389  HORZ ORDER  -  THIRD
 OV0389
 OV0389.The horizontal coordinates were established by classical geodetic methods
 OV0389.and adjusted by the National Geodetic Survey in January 1997..
 OV0389
 OV0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0389
 OV0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0389
 OV0389.The geoid height was determined by GEOID03.
 OV0389
 OV0389;                    North         East     Units Scale Factor Converg.
 OV0389;SPC WYEC     -   463,619.577   419,294.755   MT  0.99994208   +0 09 56.9
 OV0389;UTM  13      - 4,848,853.923   331,503.649   MT  0.99994921   -1 26 55.5
 OV0389
 OV0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0389!SPC WYEC     -   0.99960517  x   0.99994208  =   0.99954727
 OV0389!UTM  13      -   0.99960517  x   0.99994921  =   0.99955440
 OV0389
 OV0389:                Primary Azimuth Mark                     Grid Az
 OV0389:SPC WYEC     -  FLINT                                    049 53 40.3
 OV0389:UTM  13      -  FLINT                                    051 30 32.7
 OV0389
 OV0389|---------------------------------------------------------------------|
 OV0389| PID    Reference Object                     Distance      Geod. Az  |
 OV0389|                                                           dddmmss.s |
 OV0389| OV0384 FLINT                               APPROX.10.5 KM 0500337.2 |
 OV0389|---------------------------------------------------------------------|
 OV0389
 OV0389                          SUPERSEDED SURVEY CONTROL
 OV0389
 OV0389  NAD 83(1986)-  43 46 24.81603(N)    107 05 37.17176(W) AD(       ) 3
 OV0389  NAD 27      -  43 46 24.95030(N)    107 05 34.92925(W) AD(       ) 3
 OV0389  NGVD 29 (07/19/86) 2528.3    (m)         8295.     (f) VERT ANG       
 OV0389
 OV0389.Superseded values are not recommended for survey control.
 OV0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0389.See file dsdata.txt to determine how the superseded data were derived.
 OV0389
 OV0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ3150448854(NAD 83)
 OV0389_MARKER: DD = SURVEY DISK
 OV0389_SETTING: 66 = SET IN ROCK OUTCROP
 OV0389_SP_SET: SET IN BEDROCK
 OV0389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0389+STABILITY: POSITION/ELEVATION WELL
 OV0389
 OV0389  HISTORY     - Date     Condition        Report By
 OV0389  HISTORY     - 1966     MONUMENTED       USGS
 OV0389
 OV0389                          STATION DESCRIPTION
 OV0389
 OV0389'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0389'LOCATED IN WASHAKIE COUNTY, WYOMING, ABOUT 23.5 MI. WNW. OF KAYCEE
 OV0389'AND 12 MI. NW. OF BARNUM, NEAR THE N. END OF A SMALL LONE BUTTE.
 OV0389'SEC. CORS. 17, 18, 19, AND 20 IS 49.4 FT. E. OF STATION.  STATION
 OV0389'REACHED BY HELICOPTER.
 OV0389'
 OV0389'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN BEDROCK, STAMPED
 OV0389'---BUTTE ET 1966---.
 OV0389'
 OV0389'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0368 ***********************************************************************
 OV0368  DESIGNATION -  BUTTS
 OV0368  PID         -  OV0368
 OV0368  STATE/COUNTY-  WY/JOHNSON
 OV0368  USGS QUAD   -  WALL CREEK (1981)
 OV0368
 OV0368                         *CURRENT SURVEY CONTROL
 OV0368  ___________________________________________________________________
 OV0368* NAD 83(1993)-  43 30 40.69988(N)    106 35 16.86655(W)     ADJUSTED  
 OV0368* NAVD 88     -      1775.0    (meters)    5823.     (feet)  VERTCON   
 OV0368  ___________________________________________________________________
 OV0368  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 OV0368  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 OV0368  OBS GRAVITY -     979,980.4   (mgal)                       GRAV_OBS
 OV0368
 OV0368  HORZ ORDER  -  THIRD
 OV0368
 OV0368.The horizontal coordinates were established by classical geodetic methods
 OV0368.and adjusted by the National Geodetic Survey in January 1997..
 OV0368
 OV0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0368
 OV0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0368
 OV0368.The geoid height was determined by GEOID03.
 OV0368.The observed gravity was obtained from relative gravimeter ties
 OV0368.to the IGSN71 gravity network.
 OV0368
 OV0368;                    North         East     Units Scale Factor Converg.
 OV0368;SPC WYEC     -   434,724.977   460,263.666   MT  0.99998216   +0 30 47.4
 OV0368;UTM  13      - 4,818,821.821   371,640.788   MT  0.99980267   -1 05 36.6
 OV0368
 OV0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0368!SPC WYEC     -   0.99972376  x   0.99998216  =   0.99970593
 OV0368!UTM  13      -   0.99972376  x   0.99980267  =   0.99952649
 OV0368
 OV0368:                Primary Azimuth Mark                     Grid Az
 OV0368:SPC WYEC     -  WALL                                     022 36 30.3
 OV0368:UTM  13      -  WALL                                     024 12 54.3
 OV0368
 OV0368|---------------------------------------------------------------------|
 OV0368| PID    Reference Object                     Distance      Geod. Az  |
 OV0368|                                                           dddmmss.s |
 OV0368| OV0367 WALL                                APPROX. 8.0 KM 0230717.7 |
 OV0368|---------------------------------------------------------------------|
 OV0368
 OV0368                          SUPERSEDED SURVEY CONTROL
 OV0368
 OV0368  NAD 83(1986)-  43 30 40.68120(N)    106 35 16.84187(W) AD(       ) 3
 OV0368  NAD 27      -  43 30 40.78819(N)    106 35 14.69231(W) AD(       ) 3
 OV0368  NGVD 29 (07/19/86) 1774.2    (m)         5821.     (f) VERT ANG       
 OV0368
 OV0368.Superseded values are not recommended for survey control.
 OV0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0368.See file dsdata.txt to determine how the superseded data were derived.
 OV0368
 OV0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ7164118822(NAD 83)
 OV0368_MARKER: DD = SURVEY DISK
 OV0368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0368_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OV0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0368
 OV0368  HISTORY     - Date     Condition        Report By
 OV0368  HISTORY     - 1958     MONUMENTED       USGS
 OV0368
 OV0368                          STATION DESCRIPTION
 OV0368
 OV0368'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0368'STATION IS LOCATED ON TINSDALE RIDGE ABOUT 16.5 MI. AIR NW. OF MIDWEST
 OV0368'WYOMING, AND ABOUT 14.5 MI. AIR SE. OF KAYCEE, WYOMING.
 OV0368'
 OV0368'TO REACH STATION FROM KAYCEE POST OFFICE, FOLLOW U.S. HIGHWAY S. FOR
 OV0368'9.2 MI. TO T-RD. SW. FOLLOW PAVED RD. SW. 7.2 MI. TO OIL TANK BATTERY,
 OV0368'CONTINUE ON S. ALONG GRADED RD. 2.5 MI. TO SHARP CURVE IN RD. TO EAST
 OV0368'ON TOP OF TINSDALE RIDGE, TAKE DIM TRAIL S. AND W. 0.5 MI. TO HIGH
 OV0368'RIDGE ON W. SLOPE OF TINSDALE RIDGE AND STATION MARK.
 OV0368'
 OV0368'STATION MARK - STANDARD TABLET RIVETED AND CEMENTED ON TOP OF 3-IN.
 OV0368'IRON PIPE PROJECTING 0.6 FT. ABOVE GROUND STAMPED, ---BUTTS 1958 ---.
 OV0368'
 OV0368'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0429 ***********************************************************************
 NR0429  DESIGNATION -  BUZZARD
 NR0429  PID         -  NR0429
 NR0429  STATE/COUNTY-  WY/CARBON
 NR0429  USGS QUAD   -  BUZZARD RANCH (1981)
 NR0429
 NR0429                         *CURRENT SURVEY CONTROL
 NR0429  ___________________________________________________________________
 NR0429* NAD 83(1993)-  42 22 29.65700(N)    107 01 14.06128(W)     ADJUSTED  
 NR0429* NAVD 88     -      1954.6    (meters)    6413.     (feet)  VERTCON   
 NR0429  ___________________________________________________________________
 NR0429  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 NR0429  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 NR0429
 NR0429  HORZ ORDER  -  THIRD
 NR0429
 NR0429.The horizontal coordinates were established by classical geodetic methods
 NR0429.and adjusted by the National Geodetic Survey in January 1997..
 NR0429
 NR0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0429
 NR0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0429
 NR0429.The geoid height was determined by GEOID03.
 NR0429
 NR0429;                    North         East     Units Scale Factor Converg.
 NR0429;SPC WYEC     -   308,265.761   425,758.212   MT  0.99994566   +0 12 38.9
 NR0429;UTM  13      - 4,693,380.267   333,643.606   MT  0.99994051   -1 21 43.7
 NR0429
 NR0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0429!SPC WYEC     -   0.99969551  x   0.99994566  =   0.99964118
 NR0429!UTM  13      -   0.99969551  x   0.99994051  =   0.99963604
 NR0429
 NR0429:                Primary Azimuth Mark                     Grid Az
 NR0429:SPC WYEC     -  FORT RIDGE                               316 35 19.5
 NR0429:UTM  13      -  FORT RIDGE                               318 09 42.1
 NR0429
 NR0429|---------------------------------------------------------------------|
 NR0429| PID    Reference Object                     Distance      Geod. Az  |
 NR0429|                                                           dddmmss.s |
 NR0429| NR0428 FORT RIDGE                          APPROX.11.9 KM 3164758.4 |
 NR0429|---------------------------------------------------------------------|
 NR0429
 NR0429                          SUPERSEDED SURVEY CONTROL
 NR0429
 NR0429  NAD 83(1986)-  42 22 29.64383(N)    107 01 14.04966(W) AD(       ) 3
 NR0429  NAD 27      -  42 22 29.79434(N)    107 01 11.87353(W) AD(       ) 3
 NR0429  NGVD 29 (07/19/86) 1953.6    (m)         6409.     (f) VERT ANG       
 NR0429
 NR0429.Superseded values are not recommended for survey control.
 NR0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0429.See file dsdata.txt to determine how the superseded data were derived.
 NR0429
 NR0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3364493380(NAD 83)
 NR0429_MARKER: DD = SURVEY DISK
 NR0429_SETTING: 66 = SET IN ROCK OUTCROP
 NR0429_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NR0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0429+STABILITY: POSITION/ELEVATION WELL
 NR0429
 NR0429  HISTORY     - Date     Condition        Report By
 NR0429  HISTORY     - 1948     MONUMENTED       USGS
 NR0429
 NR0429                          STATION DESCRIPTION
 NR0429
 NR0429'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0429'STATION LOCATED ABOUT 2.0 MI. SE. FROM SINCLAIR OIL CO. PUMPING
 NR0429'STATION.  IT IS AN UPLIFT OF FOLDED AND OVERLAPPING IGNEOUS ROCK.
 NR0429'SEC. 29, T 28 N, R 85 W.  IT IS ABOUT 1.0 MI. SE. OF PATHFINDER
 NR0429'MAIN RESERVOIR.
 NR0429'
 NR0429'TO REACH FROM ALCOVA, WYOMING POST OFFICE, GO SW. OF WYOMING HIGHWAY
 NR0429'220 22.4 MI. TO BUZZARD ROAD (MARKED) TAKING OFF TO THE LEFT THRU A
 NR0429'CATTLEGUARD.  TAKE THIS RD. 3.0 MI. TO BRIDGE, CONTINUE E. 0.7 MI. TO
 NR0429'CATTLEGUARD, CONTINUE 1.0 MI. TO ANOTHER GUARD, CONTINUE 4.8 MI. PAST
 NR0429'SINCLAIR PUMPING STATION TO FORK, TAKE LEFT RD. E. 2.2 MI. THEN LEAVE
 NR0429'RD. AND GO NE. CROSS COUNTRY 0.9 MI. TO END OF TRUCK TRAVEL HALFWAY
 NR0429'UP ROCKY HILL.  STATION ABOUT 150 YDS. FROM THERE AT HIGHEST POINT.
 NR0429'
 NR0429'STATION MARK--STANDARD TABLET CEMENTED IN DRILLED HOLE IN ROCK,
 NR0429'STAMPED ---BUZZARD 1948---.
 NR0429'
 NR0429'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN DRILLED
 NR0429'HOLE IN ROCK, 24.40 FT. NE. OF STATION MARK, S 87 DEG 47 MIN W,
 NR0429'STAMPED ---BUZZARD 1948 NO. 1---.
 NR0429'
 NR0429'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN DRILLED
 NR0429'HOLE IN ROCK, 22.30 FT. SE. OF STATION MARK, N 24 DEG 15 MIN E,
 NR0429'STAMPED ---BUZZARD 1948 NO. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0807 ***********************************************************************
 MR0807  DESIGNATION -  BYRNE
 MR0807  PID         -  MR0807
 MR0807  STATE/COUNTY-  WY/UINTA
 MR0807  USGS QUAD   -  MEADOW DRAW (1978)
 MR0807
 MR0807                         *CURRENT SURVEY CONTROL
 MR0807  ___________________________________________________________________
 MR0807* NAD 83(1993)-  41 22 46.14598(N)    110 39 35.77695(W)     ADJUSTED  
 MR0807* NAVD 88     -      2049.7    (meters)    6725.     (feet)  VERTCON   
 MR0807  ___________________________________________________________________
 MR0807  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 MR0807  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 MR0807
 MR0807  HORZ ORDER  -  SECOND
 MR0807
 MR0807.The horizontal coordinates were established by classical geodetic methods
 MR0807.and adjusted by the National Geodetic Survey in January 1997..
 MR0807
 MR0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0807
 MR0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0807
 MR0807.The geoid height was determined by GEOID03.
 MR0807
 MR0807;                    North         East     Units Scale Factor Converg.
 MR0807;SPC WY W     -   197,823.550   751,769.478   MT  0.99996612   -0 22 52.2
 MR0807;UTM  12      - 4,580,940.670   528,435.090   MT  0.99960995   +0 13 29.3
 MR0807
 MR0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0807!SPC WY W     -   0.99968087  x   0.99996612  =   0.99964700
 MR0807!UTM  12      -   0.99968087  x   0.99960995  =   0.99929094
 MR0807
 MR0807|---------------------------------------------------------------------|
 MR0807| PID    Reference Object                     Distance      Geod. Az  |
 MR0807|                                                           dddmmss.s |
 MR0807| CP4629 BYRNE RM 1                           17.863 METERS 12901     |
 MR0807| CP4628 BYRNE AZ MK                                        2160834.5 |
 MR0807| MR0817 MICROWAVE TWR 10 MI E EVANSTON      APPROX.14.8 KM 2233445.9 |
 MR0807| MR0816 EVANSTON SITE REPETR 4 FAA MST      APPROX.14.7 KM 2234030.6 |
 MR0807| CP4630 BYRNE RM 2                           17.112 METERS 22958     |
 MR0807|---------------------------------------------------------------------|
 MR0807
 MR0807                          SUPERSEDED SURVEY CONTROL
 MR0807
 MR0807  NAD 83(1986)-  41 22 46.13321(N)    110 39 35.76845(W) AD(       ) 2
 MR0807  NAD 27      -  41 22 46.31960(N)    110 39 33.15640(W) AD(       ) 2
 MR0807  NGVD 29 (07/19/86) 2048.4    (m)         6720.     (f) VERT ANG       
 MR0807
 MR0807.Superseded values are not recommended for survey control.
 MR0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0807.See file dsdata.txt to determine how the superseded data were derived.
 MR0807
 MR0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL2843580941(NAD 83)
 MR0807_MARKER: DS = TRIANGULATION STATION DISK
 MR0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0807
 MR0807  HISTORY     - Date     Condition        Report By
 MR0807  HISTORY     - 1962     MONUMENTED       CGS
 MR0807
 MR0807                          STATION DESCRIPTION
 MR0807
 MR0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0807'THE STATION IS LOCATED ON A LOW RIDGE ON THE EAST SIDE OF U.S.
 MR0807'HIGHWAY 189, 7-1/2 MILES NORTH NORTHEAST OF THE JUNCTION
 MR0807'OF U.S. HIGHWAY 30S AND 189, 18 MILES NORTHEAST OF EVANSTON
 MR0807'AND 29 MILES SOUTH OF KEMMERER.
 MR0807'
 MR0807'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30N
 MR0807'AND 189 IN THE SOUTHEAST PART OF DIAMONDVILLE GO SOUTHWEST
 MR0807'AND SOUTH ON U.S. HIGHWAY 189 FOR 10.6 MILES TO A SINCLARE
 MR0807'SERVICE STATION AND TAVERN ON THE RIGHT.  CONTINUE AHEAD
 MR0807'SOUTH ON THE HIGHWAY FOR 10.95 MILES TO A SIDE ROAD LEFT AT
 MR0807'SHELTER CABIN NUMBER 3.  HERE CONTINUE SOUTH ON THE HIGHWAY
 MR0807'FOR 7.4 MILES TO THE STATION ON THE LEFT, EAST SIDE OF THE
 MR0807'ROAD.
 MR0807'
 MR0807'THE STATION MARK IS A STANDARD DISK, STAMPED BYRNE 1962, SET
 MR0807'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 MR0807'INCHES.  IT IS 4 FEET EAST OF A WITNESS POST, ABOUT 300 FEET
 MR0807'WEST OF A NORTH-SOUTH RIDGE, ABOUT 300 FEET EAST OF THE CENTERLINE
 MR0807'OF U.S. HIGHWAY 189 AND ABOUT 30 FEET HIGHER THAN THE HIGHWAY.
 MR0807'
 MR0807'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BYRNE NO 1 1962,
 MR0807'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0807'6 INCHES.  IT IS 1 FOOT HIGHER THAN THE STATION MARK.
 MR0807'
 MR0807'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BYRNE NO 2 1962,
 MR0807'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0807'8 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 MR0807'MARK.
 MR0807'
 MR0807'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BYRNE 1962, CEMENTED
 MR0807'IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER THAT PROJECTS 6
 MR0807'INCHES.  IT IS 3 FEET EAST OF THE WITNESS POST, 153 FEET EAST
 MR0807'OF THE CENTERLINE OF U.S. HIGHWAY 189 WHICH IS ABOUT 6 FEET
 MR0807'HIGHER THAN THE MARK AND 168 FEET NORTHEAST OF SHELTER CABIN
 MR0807'NUMBER 4.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 MR0807'SOUTH ON U.S. HIGHWAY 189 FOR 0.8 MILE TO THE MARK ON THE
 MR0807'LEFT, EAST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0391 ***********************************************************************
 PX0391  DESIGNATION -  BYRON MUNICIPAL TANK
 PX0391  PID         -  PX0391
 PX0391  STATE/COUNTY-  WY/BIG HORN
 PX0391  USGS QUAD   -  BYRON (1967)
 PX0391
 PX0391                         *CURRENT SURVEY CONTROL
 PX0391  ___________________________________________________________________
 PX0391* NAD 83(1993)-  44 47 49.46398(N)    108 30 20.14845(W)     ADJUSTED  
 PX0391* NAVD 88     -                                                        
 PX0391  ___________________________________________________________________
 PX0391  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 PX0391  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 PX0391
 PX0391  HORZ ORDER  -  THIRD
 PX0391
 PX0391.The horizontal coordinates were established by classical geodetic methods
 PX0391.and adjusted by the National Geodetic Survey in January 1997..
 PX0391
 PX0391
 PX0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0391
 PX0391.The geoid height was determined by GEOID03.
 PX0391
 PX0391;                    North         East     Units Scale Factor Converg.
 PX0391;SPC WYEC     -   577,983.175   307,250.800   MT  1.00004325   -0 49 33.7
 PX0391;SPC WYWC     -   477,343.653   619,337.111   MT  0.99994210   +0 10 19.9
 PX0391;UTM  12      - 4,963,435.133   697,290.373   MT  1.00007866   +1 45 29.2
 PX0391
 PX0391                          SUPERSEDED SURVEY CONTROL
 PX0391
 PX0391  NAD 83(1986)-  44 47 49.45448(N)    108 30 20.13537(W) AD(       ) 4
 PX0391  NAD 27      -  44 47 49.62500(N)    108 30 17.69600(W) AD(       ) 3
 PX0391
 PX0391.Superseded values are not recommended for survey control.
 PX0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0391.See file dsdata.txt to determine how the superseded data were derived.
 PX0391
 PX0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ9729063435(NAD 83)
 PX0391_MARKER: 53 = ELEVATED TANK
 PX0391
 PX0391  HISTORY     - Date     Condition        Report By
 PX0391  HISTORY     - 1957     FIRST OBSERVED   CGS
 PX0391  HISTORY     - 1973     GOOD             USAF
 PX0391
 PX0391                          STATION DESCRIPTION
 PX0391
 PX0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0391'STATION IS LOCATED IN THE TOWN OF BRYON.  IT IS AN ELEVATED
 PX0391'TANK, SUPPORTED BY FOUR STRUCTURAL STEEL LEGS.  IT IS 130
 PX0391'FEET HIGH, SILVER IN COLOR AND THE POINT OBSERVED ON WAS THE
 PX0391'APEX OF THE ROOF.
 PX0391
 PX0391                          STATION RECOVERY (1973)
 PX0391
 PX0391'RECOVERY NOTE BY US AIR FORCE 1973
 PX0391'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0131 ***********************************************************************
 MO0131  DESIGNATION -  C
 MO0131  PID         -  MO0131
 MO0131  STATE/COUNTY-  WY/LARAMIE
 MO0131  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0131
 MO0131                         *CURRENT SURVEY CONTROL
 MO0131  ___________________________________________________________________
 MO0131* NAD 83(1986)-  41 07 57.     (N)    104 48 45.     (W)     SCALED    
 MO0131* NAVD 88     -      1848.039  (meters)    6063.11   (feet)  ADJUSTED  
 MO0131  ___________________________________________________________________
 MO0131  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 MO0131  DYNAMIC HT  -        1846.430 (meters)    6057.83  (feet)  COMP
 MO0131  MODELED GRAV-     979,688.0   (mgal)                       NAVD 88
 MO0131
 MO0131  VERT ORDER  -  FIRST     CLASS II
 MO0131
 MO0131.The horizontal coordinates were scaled from a topographic map and have
 MO0131.an estimated accuracy of +/- 6 seconds.
 MO0131
 MO0131.The orthometric height was determined by differential leveling
 MO0131.and adjusted by the National Geodetic Survey in June 1991..
 MO0131
 MO0131.The geoid height was determined by GEOID03.
 MO0131
 MO0131.The dynamic height is computed by dividing the NAVD 88
 MO0131.geopotential number by the normal gravity value computed on the
 MO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0131.degrees latitude (g = 980.6199 gals.).
 MO0131
 MO0131.The modeled gravity was interpolated from observed gravity values.
 MO0131
 MO0131;                    North         East    Units  Estimated Accuracy
 MO0131;SPC WY E     -    70,300.      229,740.      MT  (+/- 180 meters Scaled)
 MO0131
 MO0131                          SUPERSEDED SURVEY CONTROL
 MO0131
 MO0131  NGVD 29 (??/??/92) 1847.023  (m)         6059.77   (f) ADJ UNCH    1 2
 MO0131
 MO0131.Superseded values are not recommended for survey control.
 MO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0131.See file dsdata.txt to determine how the superseded data were derived.
 MO0131
 MO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF157534(NAD 83)
 MO0131_MARKER: Z = SEE DESCRIPTION
 MO0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0131_SP_SET: STONE WINDOW SILL
 MO0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0131
 MO0131  HISTORY     - Date     Condition        Report By
 MO0131  HISTORY     - UNK      MONUMENTED       CGS
 MO0131  HISTORY     - 1956     GOOD             NGS
 MO0131  HISTORY     - 1961     MARK NOT FOUND   USGS
 MO0131  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0131
 MO0131                          STATION DESCRIPTION
 MO0131
 MO0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0131'AT CHEYENNE.
 MO0131'AT CHEYENNE, 162 YARDS NORTHEAST OF THE NORTHEAST END OF THE
 MO0131'UNION PACIFIC RAILROAD STATION, 104 YARDS SOUTHEAST OF THE
 MO0131'NORTHEAST ENTRANCE TO THE TRAIN SHEDS, 127 YARDS NORTHEAST OF AN
 MO0131'OVERPASS, 7 FEET NORTHEAST OF THE WEST CORNER OF A BRICK BUILDING,
 MO0131'3 FEET ABOVE THE GROUND, ON THE NORTHWEST SIDE OF THE BUILDING,
 MO0131'AT THE SOUTHWEST WINDOW, IN THE TOP OF A STONE WINDOW SILL, IN
 MO0131'THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 13 NORTH, RANGE 66
 MO0131'WEST.
 MO0131
 MO0131                          STATION RECOVERY (1961)
 MO0131
 MO0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MO0131'MARK NOT FOUND.
 MO0131
 MO0131                          STATION RECOVERY (1983)
 MO0131
 MO0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0148 ***********************************************************************
 PY0148  DESIGNATION -  C 10
 PY0148  PID         -  PY0148
 PY0148  STATE/COUNTY-  WY/PARK
 PY0148  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0148
 PY0148                         *CURRENT SURVEY CONTROL
 PY0148  ___________________________________________________________________
 PY0148* NAD 83(1986)-  44 30 58.     (N)    110 49 57.     (W)     SCALED    
 PY0148* NAVD 88     -      2207.713  (meters)    7243.14   (feet)  ADJUSTED  
 PY0148  ___________________________________________________________________
 PY0148  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PY0148  DYNAMIC HT  -        2206.322 (meters)    7238.57  (feet)  COMP
 PY0148  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 PY0148
 PY0148  VERT ORDER  -  FIRST     CLASS II
 PY0148
 PY0148.The horizontal coordinates were scaled from a topographic map and have
 PY0148.an estimated accuracy of +/- 6 seconds.
 PY0148
 PY0148.The orthometric height was determined by differential leveling
 PY0148.and adjusted by the National Geodetic Survey in June 1991..
 PY0148
 PY0148.The geoid height was determined by GEOID03.
 PY0148
 PY0148.The dynamic height is computed by dividing the NAVD 88
 PY0148.geopotential number by the normal gravity value computed on the
 PY0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0148.degrees latitude (g = 980.6199 gals.).
 PY0148
 PY0148.The modeled gravity was interpolated from observed gravity values.
 PY0148
 PY0148;                    North         East    Units  Estimated Accuracy
 PY0148;SPC WYWC     -   448,210.      434,440.      MT  (+/- 180 meters Scaled)
 PY0148
 PY0148                          SUPERSEDED SURVEY CONTROL
 PY0148
 PY0148  NGVD 29 (08/20/92) 2206.387  (m)         7238.79   (f) ADJUSTED    1 2
 PY0148
 PY0148.Superseded values are not recommended for survey control.
 PY0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0148.See file dsdata.txt to determine how the superseded data were derived.
 PY0148
 PY0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ133292(NAD 83)
 PY0148_MARKER: DB = BENCH MARK DISK
 PY0148_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PY0148_SP_SET: ABUTMENT
 PY0148_STAMPING: C 10 1923 7237.236
 PY0148_MARK LOGO: CGS   
 PY0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0148
 PY0148  HISTORY     - Date     Condition        Report By
 PY0148  HISTORY     - 1923     MONUMENTED       CGS
 PY0148  HISTORY     - 1934     GOOD             NGS
 PY0148  HISTORY     - 1987     GOOD             NGS
 PY0148
 PY0148                          STATION DESCRIPTION
 PY0148
 PY0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0148'4.8 MI N FROM OLD FAITHFUL.
 PY0148'4.8 MILES NORTH ALONG THE OLD FAITHFUL-MADISON JUNCTION ROAD FROM OLD
 PY0148'FAITHFUL, YELLOWSTONE NATIONAL PARK, NEAR THE INTERSECTION OF THE
 PY0148'FOUNTAIN FREIGHT ROAD, AT THE FOUNTAIN FREIGHT ROAD BRIDGE OVER
 PY0148'FIREHOLE RIVER, AND IN THE TOP OF THE SOUTHWEST ABUTMENT.  A STANDARD
 PY0148'DISK, STAMPED 7237.236 C 10 1923.
 PY0148
 PY0148                          STATION RECOVERY (1987)
 PY0148
 PY0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0148'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  18.0 KM
 PY0148'(11.20 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY FROM
 PY0148'ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN
 PY0148'MADISON JUNCTION, THENCE 0.2 KM (0.10 MI) NORTHWEST ALONG A DIRT
 PY0148'ROAD, IN TOP OF THE SOUTHEAST ABUTMENT OF A BRIDGE SPANNING THE
 PY0148'FIREHOLE RIVER, AND 3.4 M (11.2 FT) SOUTHWEST OF THE CENTER OF THE
 PY0148'ROAD.
 PY0148'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0225 ***********************************************************************
 MO0225  DESIGNATION -  C 100
 MO0225  PID         -  MO0225
 MO0225  STATE/COUNTY-  WY/LARAMIE
 MO0225  USGS QUAD   -  BORIE (1994)
 MO0225
 MO0225                         *CURRENT SURVEY CONTROL
 MO0225  ___________________________________________________________________
 MO0225* NAD 83(1986)-  41 04 04.     (N)    104 53 28.     (W)     SCALED    
 MO0225* NAVD 88     -      1931.642  (meters)    6337.40   (feet)  ADJUSTED  
 MO0225  ___________________________________________________________________
 MO0225  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 MO0225  DYNAMIC HT  -        1929.937 (meters)    6331.80  (feet)  COMP
 MO0225  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 MO0225
 MO0225  VERT ORDER  -  FIRST     CLASS II
 MO0225
 MO0225.The horizontal coordinates were scaled from a topographic map and have
 MO0225.an estimated accuracy of +/- 6 seconds.
 MO0225
 MO0225.The orthometric height was determined by differential leveling
 MO0225.and adjusted by the National Geodetic Survey in June 1991..
 MO0225
 MO0225.The geoid height was determined by GEOID03.
 MO0225
 MO0225.The dynamic height is computed by dividing the NAVD 88
 MO0225.geopotential number by the normal gravity value computed on the
 MO0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0225.degrees latitude (g = 980.6199 gals.).
 MO0225
 MO0225.The modeled gravity was interpolated from observed gravity values.
 MO0225
 MO0225;                    North         East    Units  Estimated Accuracy
 MO0225;SPC WY E     -    63,080.      223,160.      MT  (+/- 180 meters Scaled)
 MO0225
 MO0225                          SUPERSEDED SURVEY CONTROL
 MO0225
 MO0225  NGVD 29 (??/??/92) 1930.592  (m)         6333.95   (f) ADJ UNCH    1 2
 MO0225
 MO0225.Superseded values are not recommended for survey control.
 MO0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0225.See file dsdata.txt to determine how the superseded data were derived.
 MO0225
 MO0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF091462(NAD 83)
 MO0225_MARKER: DB = BENCH MARK DISK
 MO0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0225_STAMPING: C 100 1956
 MO0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0225+STABILITY: SURFACE MOTION
 MO0225
 MO0225  HISTORY     - Date     Condition        Report By
 MO0225  HISTORY     - 1956     MONUMENTED       CGS
 MO0225
 MO0225                          STATION DESCRIPTION
 MO0225
 MO0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0225'7 MI SW FROM CHEYENNE.
 MO0225'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0225'STATION AT CHEYENNE, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 MO0225'ROAD, THENCE 2.95 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD,
 MO0225'AT THE SOUTH END OF A CUT, 130 FEET EAST OF THE EAST RAIL OF
 MO0225'THE EAST TRACK, 46 FEET EAST OF A FENCE, 1.7 FEET WEST OF A
 MO0225'WITNESS POST, 6 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 MO0225'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 MO0225'IN SECTION 28, TOWNSHIP 13 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0632 ***********************************************************************
 MO0632  DESIGNATION -  C 101
 MO0632  PID         -  MO0632
 MO0632  STATE/COUNTY-  WY/ALBANY
 MO0632  USGS QUAD   -  MILLER (1978)
 MO0632
 MO0632                         *CURRENT SURVEY CONTROL
 MO0632  ___________________________________________________________________
 MO0632* NAD 83(1986)-  41 19 15.     (N)    105 45 40.     (W)     SCALED    
 MO0632* NAVD 88     -      2244.271  (meters)    7363.08   (feet)  ADJUSTED  
 MO0632  ___________________________________________________________________
 MO0632  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 MO0632  DYNAMIC HT  -        2242.308 (meters)    7356.64  (feet)  COMP
 MO0632  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 MO0632
 MO0632  VERT ORDER  -  FIRST     CLASS II
 MO0632
 MO0632.The horizontal coordinates were scaled from a topographic map and have
 MO0632.an estimated accuracy of +/- 6 seconds.
 MO0632
 MO0632.The orthometric height was determined by differential leveling
 MO0632.and adjusted by the National Geodetic Survey in June 1991..
 MO0632
 MO0632.The geoid height was determined by GEOID03.
 MO0632
 MO0632.The dynamic height is computed by dividing the NAVD 88
 MO0632.geopotential number by the normal gravity value computed on the
 MO0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0632.degrees latitude (g = 980.6199 gals.).
 MO0632
 MO0632.The modeled gravity was interpolated from observed gravity values.
 MO0632
 MO0632;                    North         East    Units  Estimated Accuracy
 MO0632;SPC WY E     -    91,320.      150,230.      MT  (+/- 180 meters Scaled)
 MO0632
 MO0632                          SUPERSEDED SURVEY CONTROL
 MO0632
 MO0632  NGVD 29 (??/??/92) 2243.199  (m)         7359.56   (f) ADJ UNCH    1 2
 MO0632
 MO0632.Superseded values are not recommended for survey control.
 MO0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0632.See file dsdata.txt to determine how the superseded data were derived.
 MO0632
 MO0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF363746(NAD 83)
 MO0632_MARKER: DB = BENCH MARK DISK
 MO0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0632_STAMPING: C 101 1956
 MO0632_MARK LOGO: CGS   
 MO0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0632+STABILITY: SURFACE MOTION
 MO0632
 MO0632  HISTORY     - Date     Condition        Report By
 MO0632  HISTORY     - 1956     MONUMENTED       CGS
 MO0632  HISTORY     - 19990824 GOOD             WYDT
 MO0632
 MO0632                          STATION DESCRIPTION
 MO0632
 MO0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0632'9.1 MI W FROM LARAMIE.
 MO0632'9.1 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0632'RAILROAD FROM THE STATION AT LARAMIE, 33.3 FEET NORTH OF THE NORTH
 MO0632'RAIL, 9 FEET NORTH OF MILEPOST 9, 1.8 FEET WEST OF A WITNESS POST,
 MO0632'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MO0632'THE GROUND, IN SECTION 25, TOWNSHIP 16 NORTH, RANGE 75 WEST.
 MO0632
 MO0632                          STATION RECOVERY (1999)
 MO0632
 MO0632'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0632'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0632'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MO0632'GOOD CONDITION.  THE RAILROAD TRACKS ARE BEING REMOVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0085 ***********************************************************************
 MP0085  DESIGNATION -  C 102
 MP0085  PID         -  MP0085
 MP0085  STATE/COUNTY-  WY/ALBANY
 MP0085  USGS QUAD   -  FOXPARK (1992)
 MP0085
 MP0085                         *CURRENT SURVEY CONTROL
 MP0085  ___________________________________________________________________
 MP0085* NAD 83(1986)-  41 07 23.     (N)    106 07 46.     (W)     SCALED    
 MP0085* NAVD 88     -      2729.159  (meters)    8953.92   (feet)  ADJUSTED  
 MP0085  ___________________________________________________________________
 MP0085  GEOID HEIGHT-         -10.66  (meters)                     GEOID03
 MP0085  DYNAMIC HT  -        2726.489 (meters)    8945.16  (feet)  COMP
 MP0085  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 MP0085
 MP0085  VERT ORDER  -  FIRST     CLASS II
 MP0085
 MP0085.The horizontal coordinates were scaled from a topographic map and have
 MP0085.an estimated accuracy of +/- 6 seconds.
 MP0085
 MP0085.The orthometric height was determined by differential leveling
 MP0085.and adjusted by the National Geodetic Survey in June 1991..
 MP0085
 MP0085.The geoid height was determined by GEOID03.
 MP0085
 MP0085.The dynamic height is computed by dividing the NAVD 88
 MP0085.geopotential number by the normal gravity value computed on the
 MP0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0085.degrees latitude (g = 980.6199 gals.).
 MP0085
 MP0085.The modeled gravity was interpolated from observed gravity values.
 MP0085
 MP0085;                    North         East    Units  Estimated Accuracy
 MP0085;SPC WY E     -    69,630.      119,150.      MT  (+/- 180 meters Scaled)
 MP0085
 MP0085                          SUPERSEDED SURVEY CONTROL
 MP0085
 MP0085  NGVD 29 (??/??/92) 2727.874  (m)         8949.70   (f) ADJ UNCH    1 2
 MP0085
 MP0085.Superseded values are not recommended for survey control.
 MP0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0085.See file dsdata.txt to determine how the superseded data were derived.
 MP0085
 MP0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF051530(NAD 83)
 MP0085_MARKER: DB = BENCH MARK DISK
 MP0085_SETTING: 66 = SET IN ROCK OUTCROP
 MP0085_SP_SET: ROCK LEDGE
 MP0085_STAMPING: C 102 1956
 MP0085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0085+STABILITY: POSITION/ELEVATION WELL
 MP0085
 MP0085  HISTORY     - Date     Condition        Report By
 MP0085  HISTORY     - 1956     MONUMENTED       CGS
 MP0085
 MP0085                          STATION DESCRIPTION
 MP0085
 MP0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0085'4.5 MI N FROM FOXPARK.
 MP0085'4.5 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0085'RAILROAD FROM THE STATION AT FOXPARK, 2 1/2 POLES WEST OF MILEPOST 50,
 MP0085'8 FEET NORTH OF THE NORTH RAIL, 1.5 FEET ABOVE THE TOP OF THE RAILS,
 MP0085'SET IN THE TOP OF THE WEST END OF A ROCK LEDGE, IN SECTION 2, TOWNSHIP
 MP0085'13 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0122 ***********************************************************************
 MQ0122  DESIGNATION -  C 103
 MQ0122  PID         -  MQ0122
 MQ0122  STATE/COUNTY-  WY/SWEETWATER
 MQ0122  USGS QUAD   -  BAXTER (1978)
 MQ0122
 MQ0122                         *CURRENT SURVEY CONTROL
 MQ0122  ___________________________________________________________________
 MQ0122* NAD 83(1986)-  41 37 27.     (N)    109 04 36.     (W)     SCALED    
 MQ0122* NAVD 88     -      1927.275  (meters)    6323.07   (feet)  ADJUSTED  
 MQ0122  ___________________________________________________________________
 MQ0122  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 MQ0122  DYNAMIC HT  -        1925.674 (meters)    6317.82  (feet)  COMP
 MQ0122  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 MQ0122
 MQ0122  VERT ORDER  -  FIRST     CLASS II
 MQ0122
 MQ0122.The horizontal coordinates were scaled from a topographic map and have
 MQ0122.an estimated accuracy of +/- 6 seconds.
 MQ0122
 MQ0122.The orthometric height was determined by differential leveling
 MQ0122.and adjusted by the National Geodetic Survey in June 1991..
 MQ0122
 MQ0122.The geoid height was determined by GEOID03.
 MQ0122
 MQ0122.The dynamic height is computed by dividing the NAVD 88
 MQ0122.geopotential number by the normal gravity value computed on the
 MQ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0122.degrees latitude (g = 980.6199 gals.).
 MQ0122
 MQ0122.The modeled gravity was interpolated from observed gravity values.
 MQ0122
 MQ0122;                    North         East    Units  Estimated Accuracy
 MQ0122;SPC WYWC     -   124,890.      572,780.      MT  (+/- 180 meters Scaled)
 MQ0122
 MQ0122                          SUPERSEDED SURVEY CONTROL
 MQ0122
 MQ0122  NGVD 29 (06/08/92) 1926.007  (m)         6318.91   (f) ADJUSTED    1 2
 MQ0122
 MQ0122.Superseded values are not recommended for survey control.
 MQ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0122.See file dsdata.txt to determine how the superseded data were derived.
 MQ0122
 MQ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM602098(NAD 83)
 MQ0122_MARKER: DB = BENCH MARK DISK
 MQ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0122_STAMPING: C 103 1956
 MQ0122_MARK LOGO: CGS   
 MQ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0122+STABILITY: SURFACE MOTION
 MQ0122
 MQ0122  HISTORY     - Date     Condition        Report By
 MQ0122  HISTORY     - 1956     MONUMENTED       CGS
 MQ0122  HISTORY     - 1973     GOOD             NGS
 MQ0122  HISTORY     - 1983     GOOD             NGS
 MQ0122
 MQ0122                          STATION DESCRIPTION
 MQ0122
 MQ0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0122'8.2 MI E FROM ROCK SPRINGS.
 MQ0122'8.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0122'ROCK SPRINGS, 8 POLES EAST OF MILEPOST 794, 86.5 FEET NORTH OF THE
 MQ0122'NORTH RAIL OF THE NORTH TRACK, 2.5 FEET NORTH OF A FENCE, 3 FEET EAST
 MQ0122'OF A WITNESS POST, 67 FEET NORTHWEST OF A TELEPHONE POLE, SET IN THE
 MQ0122'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 MQ0122'SECTION 18, TOWNSHIP 19 NORTH, RANGE 103 WEST.
 MQ0122
 MQ0122                          STATION RECOVERY (1973)
 MQ0122
 MQ0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MQ0122'RECOVERED IN GOOD CONDITION.
 MQ0122
 MQ0122                          STATION RECOVERY (1983)
 MQ0122
 MQ0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0122'RECOVERED THIS DATE.  NOTE, 8 POLES EAST OF MILEPOST 794 SHOULD BE 9
 MQ0122'POLES EAST OF MILEPOST 794.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0007 ***********************************************************************
 NQ0007  DESIGNATION -  C 104
 NQ0007  PID         -  NQ0007
 NQ0007  STATE/COUNTY-  WY/NIOBRARA
 NQ0007  USGS QUAD   -  VAN TASSELL (1977)
 NQ0007
 NQ0007                         *CURRENT SURVEY CONTROL
 NQ0007  ___________________________________________________________________
 NQ0007* NAD 83(1986)-  42 39 45.     (N)    104 05 29.     (W)     SCALED    
 NQ0007* NAVD 88     -      1444.025  (meters)    4737.61   (feet)  ADJUSTED  
 NQ0007  ___________________________________________________________________
 NQ0007  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 NQ0007  DYNAMIC HT  -        1443.181 (meters)    4734.84  (feet)  COMP
 NQ0007  MODELED GRAV-     979,985.0   (mgal)                       NAVD 88
 NQ0007
 NQ0007  VERT ORDER  -  FIRST     CLASS II
 NQ0007
 NQ0007.The horizontal coordinates were scaled from a topographic map and have
 NQ0007.an estimated accuracy of +/- 6 seconds.
 NQ0007
 NQ0007.The orthometric height was determined by differential leveling
 NQ0007.and adjusted by the National Geodetic Survey in June 1991..
 NQ0007
 NQ0007.The geoid height was determined by GEOID03.
 NQ0007
 NQ0007.The dynamic height is computed by dividing the NAVD 88
 NQ0007.geopotential number by the normal gravity value computed on the
 NQ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0007.degrees latitude (g = 980.6199 gals.).
 NQ0007
 NQ0007.The modeled gravity was interpolated from observed gravity values.
 NQ0007
 NQ0007;                    North         East    Units  Estimated Accuracy
 NQ0007;SPC WY E     -   240,720.      288,150.      MT  (+/- 180 meters Scaled)
 NQ0007
 NQ0007                          SUPERSEDED SURVEY CONTROL
 NQ0007
 NQ0007  NGVD 29 (??/??/92) 1443.330  (m)         4735.33   (f) ADJ UNCH    1 2
 NQ0007
 NQ0007.Superseded values are not recommended for survey control.
 NQ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0007.See file dsdata.txt to determine how the superseded data were derived.
 NQ0007
 NQ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH744237(NAD 83)
 NQ0007_MARKER: DB = BENCH MARK DISK
 NQ0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0007_SP_SET: CONCRETE BASE
 NQ0007_STAMPING: C 104 1956
 NQ0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0007
 NQ0007  HISTORY     - Date     Condition        Report By
 NQ0007  HISTORY     - 1956     MONUMENTED       CGS
 NQ0007
 NQ0007                          STATION DESCRIPTION
 NQ0007
 NQ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0007'AT VAN TASSELL.
 NQ0007'AT VAN TASSELL, 206 FEET WEST OF THE SOUTHWEST CORNER OF THE
 NQ0007'CHICAGO AND NORTH WESTERN RAILROAD STATION, 10.6 FEET SOUTH OF
 NQ0007'THE SOUTH RAIL, 1 FOOT ABOVE THE TOP OF THE RAILS, SET IN THE
 NQ0007'TOP OF THE EAST CORNER OF THE CONCRETE BASE OF THE NORTHEAST
 NQ0007'LEG OF AN OLD WATER TOWER WHICH HAS BEEN REMOVED, IN SECTION
 NQ0007'17, TOWNSHIP 31 NORTH, RANGE 60 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0785 ***********************************************************************
 NQ0785  DESIGNATION -  C 105 RESET
 NQ0785  PID         -  NQ0785
 NQ0785  STATE/COUNTY-  WY/NIOBRARA
 NQ0785  USGS QUAD   -  BILLS CREEK (1981)
 NQ0785
 NQ0785                         *CURRENT SURVEY CONTROL
 NQ0785  ___________________________________________________________________
 NQ0785* NAD 83(1986)-  42 46 50.     (N)    104 40 32.     (W)     SCALED    
 NQ0785* NAVD 88     -      1619.62   (meters)    5313.7    (feet)  RESET     
 NQ0785  ___________________________________________________________________
 NQ0785  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0785
 NQ0785  VERT ORDER  -  THIRD
 NQ0785
 NQ0785.The horizontal coordinates were scaled from a topographic map and have
 NQ0785.an estimated accuracy of +/- 6 seconds.
 NQ0785
 NQ0785.The orthometric height was computed from unverified reset data.
 NQ0785
 NQ0785.The geoid height was determined by GEOID03.
 NQ0785
 NQ0785;                    North         East    Units  Estimated Accuracy
 NQ0785;SPC WY E     -   253,390.      240,190.      MT  (+/- 180 meters Scaled)
 NQ0785
 NQ0785                          SUPERSEDED SURVEY CONTROL
 NQ0785
 NQ0785  NGVD 29 (03/28/06) 1618.85   (m)         5311.2    (f) RESET       3  
 NQ0785
 NQ0785.Superseded values are not recommended for survey control.
 NQ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0785.See file dsdata.txt to determine how the superseded data were derived.
 NQ0785
 NQ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH265364(NAD 83)
 NQ0785_MARKER: DV = VERTICAL CONTROL DISK
 NQ0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0785_SP_SET: CONCRETE POST
 NQ0785_STAMPING: C 105 RESET 1980
 NQ0785_MARK LOGO: NGS   
 NQ0785_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0785+STABILITY: SURFACE MOTION
 NQ0785
 NQ0785  HISTORY     - Date     Condition        Report By
 NQ0785  HISTORY     - 1980     MONUMENTED       NGS
 NQ0785
 NQ0785                          STATION DESCRIPTION
 NQ0785
 NQ0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0785'ABOUT 3.0 MILES (4.8 KM) WEST ALONG RAILROAD TRACK FROM THE RAILROAD
 NQ0785'CROSSING IN MANVILLE, 47.2 FEET (14.4 M) NORTH OF NORTH RAIL OF
 NQ0785'TRACK, 0.8 MILE (1.3 KM) SOUTH OF A FENCE, SET IN THE TOP OF A
 NQ0785'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0163 ***********************************************************************
 MO0163  DESIGNATION -  C 108
 MO0163  PID         -  MO0163
 MO0163  STATE/COUNTY-  WY/LARAMIE
 MO0163  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0163
 MO0163                         *CURRENT SURVEY CONTROL
 MO0163  ___________________________________________________________________
 MO0163* NAD 83(1986)-  41 09 11.     (N)    104 52 02.     (W)     SCALED    
 MO0163* NAVD 88     -      1877.994  (meters)    6161.39   (feet)  ADJUSTED  
 MO0163  ___________________________________________________________________
 MO0163  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 MO0163  DYNAMIC HT  -        1876.355 (meters)    6156.01  (feet)  COMP
 MO0163  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 MO0163
 MO0163  VERT ORDER  -  FIRST     CLASS II
 MO0163
 MO0163.The horizontal coordinates were scaled from a topographic map and have
 MO0163.an estimated accuracy of +/- 6 seconds.
 MO0163
 MO0163.The orthometric height was determined by differential leveling
 MO0163.and adjusted by the National Geodetic Survey in June 1991..
 MO0163
 MO0163.The geoid height was determined by GEOID03.
 MO0163
 MO0163.The dynamic height is computed by dividing the NAVD 88
 MO0163.geopotential number by the normal gravity value computed on the
 MO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0163.degrees latitude (g = 980.6199 gals.).
 MO0163
 MO0163.The modeled gravity was interpolated from observed gravity values.
 MO0163
 MO0163;                    North         East    Units  Estimated Accuracy
 MO0163;SPC WY E     -    72,560.      225,130.      MT  (+/- 180 meters Scaled)
 MO0163
 MO0163                          SUPERSEDED SURVEY CONTROL
 MO0163
 MO0163  NGVD 29 (??/??/92) 1876.968  (m)         6158.02   (f) ADJ UNCH    1 2
 MO0163
 MO0163.Superseded values are not recommended for survey control.
 MO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0163.See file dsdata.txt to determine how the superseded data were derived.
 MO0163
 MO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF111557(NAD 83)
 MO0163_MARKER: DB = BENCH MARK DISK
 MO0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0163_SP_SET: ABUTMENT
 MO0163_STAMPING: C 108 1954
 MO0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0163
 MO0163  HISTORY     - Date     Condition        Report By
 MO0163  HISTORY     - 1954     MONUMENTED       CGS
 MO0163  HISTORY     - 1960     GOOD             NGS
 MO0163
 MO0163                          STATION DESCRIPTION
 MO0163
 MO0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0163'3 MI NW FROM CHEYENNE.
 MO0163'0.6 MILE SOUTHWEST ALONG WEST 25TH STREET FROM THE STATE CAPITOL
 MO0163'BUILDING AT CHEYENNE, THENCE 2.35 MILES NORTHWEST ALONG THE
 MO0163'COLORADO AND SOUTHERN RAILROAD, ON FRANCIS E. WARREN AIR FORCE
 MO0163'BASE, AT TRESTLE 121.42, 1 BLOCK SOUTH OF CHAPEL ANNEX 1, 77.6
 MO0163'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF RED BRICK BUILDING 266,
 MO0163'4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 2.6 FEET BELOW
 MO0163'THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST
 MO0163'CONCRETE ABUTMENT OF THE TRESTLE.
 MO0163
 MO0163                          STATION RECOVERY (1960)
 MO0163
 MO0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MO0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0511 ***********************************************************************
 MO0511  DESIGNATION -  C 109
 MO0511  PID         -  MO0511
 MO0511  STATE/COUNTY-  WY/LARAMIE
 MO0511  USGS QUAD   -  HORSE CREEK (1962)
 MO0511
 MO0511                         *CURRENT SURVEY CONTROL
 MO0511  ___________________________________________________________________
 MO0511* NAD 83(1986)-  41 23 12.     (N)    105 10 36.     (W)     SCALED    
 MO0511* NAVD 88     -      2012.497  (meters)    6602.67   (feet)  ADJUSTED  
 MO0511  ___________________________________________________________________
 MO0511  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 MO0511  DYNAMIC HT  -        2010.772 (meters)    6597.01  (feet)  COMP
 MO0511  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 MO0511
 MO0511  VERT ORDER  -  FIRST     CLASS II
 MO0511
 MO0511.The horizontal coordinates were scaled from a topographic map and have
 MO0511.an estimated accuracy of +/- 6 seconds.
 MO0511
 MO0511.The orthometric height was determined by differential leveling
 MO0511.and adjusted by the National Geodetic Survey in June 1991..
 MO0511
 MO0511.The geoid height was determined by GEOID03.
 MO0511
 MO0511.The dynamic height is computed by dividing the NAVD 88
 MO0511.geopotential number by the normal gravity value computed on the
 MO0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0511.degrees latitude (g = 980.6199 gals.).
 MO0511
 MO0511.The modeled gravity was interpolated from observed gravity values.
 MO0511
 MO0511;                    North         East    Units  Estimated Accuracy
 MO0511;SPC WY E     -    98,460.      199,160.      MT  (+/- 180 meters Scaled)
 MO0511
 MO0511                          SUPERSEDED SURVEY CONTROL
 MO0511
 MO0511  NGVD 29 (??/??/92) 2011.457  (m)         6599.26   (f) ADJ UNCH    1 2
 MO0511
 MO0511.Superseded values are not recommended for survey control.
 MO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0511.See file dsdata.txt to determine how the superseded data were derived.
 MO0511
 MO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF852816(NAD 83)
 MO0511_MARKER: DB = BENCH MARK DISK
 MO0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0511_SP_SET: CULVERT
 MO0511_STAMPING: C 109 1954
 MO0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0511
 MO0511  HISTORY     - Date     Condition        Report By
 MO0511  HISTORY     - 1954     MONUMENTED       CGS
 MO0511
 MO0511                          STATION DESCRIPTION
 MO0511
 MO0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0511'2.8 MI SE FROM HORSE CREEK.
 MO0511'2.85 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0511'THE STATION AT HORSE CREEK, 26.3 FEET SOUTHEAST OF THE SOUTHEAST
 MO0511'RAIL, 11 FEET BELOW THE TOP OF THE RAILS, 1.2 MILES NORTHWEST
 MO0511'OF BENCH MARK Z 108, SET IN THE TOP OF THE NORTHEAST END OF THE
 MO0511'SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0345 ***********************************************************************
 MO0345  DESIGNATION -  C 110
 MO0345  PID         -  MO0345
 MO0345  STATE/COUNTY-  WY/LARAMIE
 MO0345  USGS QUAD   -  MC DONALD RANCH (1976)
 MO0345
 MO0345                         *CURRENT SURVEY CONTROL
 MO0345  ___________________________________________________________________
 MO0345* NAD 83(1986)-  41 39 21.     (N)    105 03 28.     (W)     SCALED    
 MO0345* NAVD 88     -      1775.159  (meters)    5824.00   (feet)  ADJUSTED  
 MO0345  ___________________________________________________________________
 MO0345  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 MO0345  DYNAMIC HT  -        1773.755 (meters)    5819.39  (feet)  COMP
 MO0345  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 MO0345
 MO0345  VERT ORDER  -  FIRST     CLASS II
 MO0345
 MO0345.The horizontal coordinates were scaled from a topographic map and have
 MO0345.an estimated accuracy of +/- 6 seconds.
 MO0345
 MO0345.The orthometric height was determined by differential leveling
 MO0345.and adjusted by the National Geodetic Survey in June 1991..
 MO0345
 MO0345.The geoid height was determined by GEOID03.
 MO0345
 MO0345.The dynamic height is computed by dividing the NAVD 88
 MO0345.geopotential number by the normal gravity value computed on the
 MO0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0345.degrees latitude (g = 980.6199 gals.).
 MO0345
 MO0345.The modeled gravity was interpolated from observed gravity values.
 MO0345
 MO0345;                    North         East    Units  Estimated Accuracy
 MO0345;SPC WY E     -   128,360.      209,070.      MT  (+/- 180 meters Scaled)
 MO0345
 MO0345                          SUPERSEDED SURVEY CONTROL
 MO0345
 MO0345  NGVD 29 (??/??/92) 1774.190  (m)         5820.82   (f) ADJ UNCH    1 2
 MO0345
 MO0345.Superseded values are not recommended for survey control.
 MO0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0345.See file dsdata.txt to determine how the superseded data were derived.
 MO0345
 MO0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG951115(NAD 83)
 MO0345_MARKER: DB = BENCH MARK DISK
 MO0345_SETTING: 66 = SET IN ROCK OUTCROP
 MO0345_SP_SET: LIMESTONE OUTCROP
 MO0345_STAMPING: C 110 1954
 MO0345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0345+STABILITY: POSITION/ELEVATION WELL
 MO0345
 MO0345  HISTORY     - Date     Condition        Report By
 MO0345  HISTORY     - 1954     MONUMENTED       CGS
 MO0345
 MO0345                          STATION DESCRIPTION
 MO0345
 MO0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0345'11.8 MI NE FROM FARTHING.
 MO0345'11.8 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0345'FROM THE STATION AT FARTHING, 0.25 MILE NORTHEAST OF MILEPOST
 MO0345'174, 61 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET NORTHWEST
 MO0345'OF A FENCE, 18 FEET SOUTHWEST OF A WITNESS POST, 0.3 FOOT ABOVE
 MO0345'THE GROUND, SET IN THE TOP OF A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0273 ***********************************************************************
 MO0273  DESIGNATION -  C 111
 MO0273  PID         -  MO0273
 MO0273  STATE/COUNTY-  WY/PLATTE
 MO0273  USGS QUAD   -  BORDEAUX (1990)
 MO0273
 MO0273                         *CURRENT SURVEY CONTROL
 MO0273  ___________________________________________________________________
 MO0273* NAD 83(1986)-  41 54 17.     (N)    104 49 33.     (W)     SCALED    
 MO0273* NAVD 88     -      1501.391  (meters)    4925.81   (feet)  ADJUSTED  
 MO0273  ___________________________________________________________________
 MO0273  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 MO0273  DYNAMIC HT  -        1500.356 (meters)    4922.42  (feet)  COMP
 MO0273  MODELED GRAV-     979,879.9   (mgal)                       NAVD 88
 MO0273
 MO0273  VERT ORDER  -  FIRST     CLASS II
 MO0273
 MO0273.The horizontal coordinates were scaled from a topographic map and have
 MO0273.an estimated accuracy of +/- 6 seconds.
 MO0273
 MO0273.The orthometric height was determined by differential leveling
 MO0273.and adjusted by the National Geodetic Survey in June 1991..
 MO0273
 MO0273.The geoid height was determined by GEOID03.
 MO0273
 MO0273.The dynamic height is computed by dividing the NAVD 88
 MO0273.geopotential number by the normal gravity value computed on the
 MO0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0273.degrees latitude (g = 980.6199 gals.).
 MO0273
 MO0273.The modeled gravity was interpolated from observed gravity values.
 MO0273
 MO0273;                    North         East    Units  Estimated Accuracy
 MO0273;SPC WY E     -   156,050.      228,280.      MT  (+/- 180 meters Scaled)
 MO0273
 MO0273                          SUPERSEDED SURVEY CONTROL
 MO0273
 MO0273  NGVD 29 (??/??/92) 1500.552  (m)         4923.06   (f) ADJ UNCH    1 2
 MO0273
 MO0273.Superseded values are not recommended for survey control.
 MO0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0273.See file dsdata.txt to determine how the superseded data were derived.
 MO0273
 MO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG144392(NAD 83)
 MO0273_MARKER: DB = BENCH MARK DISK
 MO0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0273_STAMPING: C 111 1954
 MO0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0273+STABILITY: SURFACE MOTION
 MO0273
 MO0273  HISTORY     - Date     Condition        Report By
 MO0273  HISTORY     - 1954     MONUMENTED       CGS
 MO0273
 MO0273                          STATION DESCRIPTION
 MO0273
 MO0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0273'2.4 MI N FROM SLATER.
 MO0273'2.35 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0273'THE POST OFFICE AT SLATER, 113 FEET SOUTHWEST OF MILEPOST 200,
 MO0273'75.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.5 FEET SOUTHWEST OF
 MO0273'A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 MO0273'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE
 MO0273'SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 22 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0273 ***********************************************************************
 NQ0273  DESIGNATION -  C 112
 NQ0273  PID         -  NQ0273
 NQ0273  STATE/COUNTY-  WY/PLATTE
 NQ0273  USGS QUAD   -  GLENDO (1978)
 NQ0273
 NQ0273                         *CURRENT SURVEY CONTROL
 NQ0273  ___________________________________________________________________
 NQ0273* NAD 83(1986)-  42 35 31.     (N)    105 04 17.     (W)     SCALED    
 NQ0273* NAVD 88     -      1437.980  (meters)    4717.77   (feet)  ADJUSTED  
 NQ0273  ___________________________________________________________________
 NQ0273  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 NQ0273  DYNAMIC HT  -        1437.120 (meters)    4714.95  (feet)  COMP
 NQ0273  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 NQ0273
 NQ0273  VERT ORDER  -  FIRST     CLASS II
 NQ0273
 NQ0273.The horizontal coordinates were scaled from a topographic map and have
 NQ0273.an estimated accuracy of +/- 6 seconds.
 NQ0273
 NQ0273.The orthometric height was determined by differential leveling
 NQ0273.and adjusted by the National Geodetic Survey in June 1991..
 NQ0273
 NQ0273.The geoid height was determined by GEOID03.
 NQ0273
 NQ0273.The dynamic height is computed by dividing the NAVD 88
 NQ0273.geopotential number by the normal gravity value computed on the
 NQ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0273.degrees latitude (g = 980.6199 gals.).
 NQ0273
 NQ0273.The modeled gravity was interpolated from observed gravity values.
 NQ0273
 NQ0273;                    North         East    Units  Estimated Accuracy
 NQ0273;SPC WY E     -   232,330.      207,820.      MT  (+/- 180 meters Scaled)
 NQ0273
 NQ0273                          SUPERSEDED SURVEY CONTROL
 NQ0273
 NQ0273  NGVD 29 (??/??/92) 1437.188  (m)         4715.17   (f) ADJ UNCH    1 2
 NQ0273
 NQ0273.Superseded values are not recommended for survey control.
 NQ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0273.See file dsdata.txt to determine how the superseded data were derived.
 NQ0273
 NQ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH941155(NAD 83)
 NQ0273_MARKER: DB = BENCH MARK DISK
 NQ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0273_STAMPING: C 112 1956
 NQ0273_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0273+STABILITY: SURFACE MOTION
 NQ0273
 NQ0273  HISTORY     - Date     Condition        Report By
 NQ0273  HISTORY     - 1956     MONUMENTED       CGS
 NQ0273  HISTORY     - 20000607 MARK NOT FOUND   USGS
 NQ0273
 NQ0273                          STATION DESCRIPTION
 NQ0273
 NQ0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0273'7.2 MI NW FROM GLENDO.
 NQ0273'7.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0273'RAILROAD FROM THE STATION AT GLENDO, AT THE NORTHWEST END OF A
 NQ0273'LONG CURVE, AT THE SOUTHEAST END OF A CUT, 36.4 FEET NORTHEAST
 NQ0273'OF THE NORTHEAST RAIL, 62 FEET NORTHWEST OF A TELEPHONE POLE,
 NQ0273'2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NQ0273'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE NORTHEAST
 NQ0273'1/4 OF SECTION 12, TOWNSHIP 30 NORTH, RANGE 69 WEST.  0.2 MILE
 NQ0273'SOUTHEAST OF MILEPOST 127.
 NQ0273
 NQ0273                          STATION RECOVERY (2000)
 NQ0273
 NQ0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0273'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0329 ***********************************************************************
 NQ0329  DESIGNATION -  C 113
 NQ0329  PID         -  NQ0329
 NQ0329  STATE/COUNTY-  WY/PLATTE
 NQ0329  USGS QUAD   -  SIBLEY PEAK (1981)
 NQ0329
 NQ0329                         *CURRENT SURVEY CONTROL
 NQ0329  ___________________________________________________________________
 NQ0329* NAD 83(1986)-  42 28 24.     (N)    105 00 28.     (W)     SCALED    
 NQ0329* NAVD 88     -      1414.315  (meters)    4640.13   (feet)  ADJUSTED  
 NQ0329  ___________________________________________________________________
 NQ0329  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 NQ0329  DYNAMIC HT  -        1413.463 (meters)    4637.34  (feet)  COMP
 NQ0329  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 NQ0329
 NQ0329  VERT ORDER  -  FIRST     CLASS II
 NQ0329
 NQ0329.The horizontal coordinates were scaled from a topographic map and have
 NQ0329.an estimated accuracy of +/- 6 seconds.
 NQ0329
 NQ0329.The orthometric height was determined by differential leveling
 NQ0329.and adjusted by the National Geodetic Survey in June 1991..
 NQ0329
 NQ0329.The geoid height was determined by GEOID03.
 NQ0329
 NQ0329.The dynamic height is computed by dividing the NAVD 88
 NQ0329.geopotential number by the normal gravity value computed on the
 NQ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0329.degrees latitude (g = 980.6199 gals.).
 NQ0329
 NQ0329.The modeled gravity was interpolated from observed gravity values.
 NQ0329
 NQ0329;                    North         East    Units  Estimated Accuracy
 NQ0329;SPC WY E     -   219,160.      213,070.      MT  (+/- 180 meters Scaled)
 NQ0329
 NQ0329                          SUPERSEDED SURVEY CONTROL
 NQ0329
 NQ0329  NGVD 29 (??/??/92) 1413.532  (m)         4637.56   (f) ADJ UNCH    1 2
 NQ0329
 NQ0329.Superseded values are not recommended for survey control.
 NQ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0329.See file dsdata.txt to determine how the superseded data were derived.
 NQ0329
 NQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH993023(NAD 83)
 NQ0329_MARKER: DB = BENCH MARK DISK
 NQ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0329_STAMPING: C 113 1956
 NQ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0329+STABILITY: SURFACE MOTION
 NQ0329
 NQ0329  HISTORY     - Date     Condition        Report By
 NQ0329  HISTORY     - 1956     MONUMENTED       CGS
 NQ0329
 NQ0329                          STATION DESCRIPTION
 NQ0329
 NQ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0329'2.6 MI SE FROM GLENDO.
 NQ0329'2.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0329'RAILROAD FROM THE STATION AT GLENDO, AT THE SOUTHEAST END OF A
 NQ0329'LONG CUT, 106 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET
 NQ0329'SOUTHWEST OF A FENCE, 2.6 FEET EAST OF A FENCE LEADING SOUTH,
 NQ0329'2.4 FEET SOUTH OF A WITNESS POST, 6 FEET BELOW THE TOP OF THE
 NQ0329'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 NQ0329'ABOVE THE GROUND, IN SECTION 15, TOWNSHIP 29 NORTH, RANGE 68
 NQ0329'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0094 ***********************************************************************
 MQ0094  DESIGNATION -  C 114
 MQ0094  PID         -  MQ0094
 MQ0094  STATE/COUNTY-  WY/SWEETWATER
 MQ0094  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0094
 MQ0094                         *CURRENT SURVEY CONTROL
 MQ0094  ___________________________________________________________________
 MQ0094* NAD 83(1986)-  41 37 31.     (N)    108 45 21.     (W)     SCALED    
 MQ0094* NAVD 88     -      1997.120  (meters)    6552.22   (feet)  ADJUSTED  
 MQ0094  ___________________________________________________________________
 MQ0094  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 MQ0094  DYNAMIC HT  -        1995.427 (meters)    6546.66  (feet)  COMP
 MQ0094  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 MQ0094
 MQ0094  VERT ORDER  -  FIRST     CLASS II
 MQ0094
 MQ0094.The horizontal coordinates were scaled from a topographic map and have
 MQ0094.an estimated accuracy of +/- 6 seconds.
 MQ0094
 MQ0094.The orthometric height was determined by differential leveling
 MQ0094.and adjusted by the National Geodetic Survey in June 1991..
 MQ0094
 MQ0094.The geoid height was determined by GEOID03.
 MQ0094
 MQ0094.The dynamic height is computed by dividing the NAVD 88
 MQ0094.geopotential number by the normal gravity value computed on the
 MQ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0094.degrees latitude (g = 980.6199 gals.).
 MQ0094
 MQ0094.The modeled gravity was interpolated from observed gravity values.
 MQ0094
 MQ0094;                    North         East    Units  Estimated Accuracy
 MQ0094;SPC WYWC     -   124,960.      599,510.      MT  (+/- 180 meters Scaled)
 MQ0094
 MQ0094                          SUPERSEDED SURVEY CONTROL
 MQ0094
 MQ0094  NGVD 29 (06/08/92) 1995.844  (m)         6548.03   (f) ADJUSTED    1 2
 MQ0094
 MQ0094.Superseded values are not recommended for survey control.
 MQ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0094.See file dsdata.txt to determine how the superseded data were derived.
 MQ0094
 MQ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM869106(NAD 83)
 MQ0094_MARKER: DB = BENCH MARK DISK
 MQ0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0094_SP_SET: ABUTMENT
 MQ0094_STAMPING: C 114 1956
 MQ0094_MARK LOGO: CGS   
 MQ0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0094
 MQ0094  HISTORY     - Date     Condition        Report By
 MQ0094  HISTORY     - 1956     MONUMENTED       CGS
 MQ0094  HISTORY     - 1983     GOOD             NGS
 MQ0094
 MQ0094                          STATION DESCRIPTION
 MQ0094
 MQ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0094'4.5 MI SE FROM POINT OF ROCKS.
 MQ0094'4.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0094'SIGN AT POINT OF ROCKS, 7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MQ0094'NORTHEAST TRACK, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 MQ0094'THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF A SMALL BRIDGE, IN
 MQ0094'SECTION 14, TOWNSHIP 19 NORTH, RANGE 101 WEST.
 MQ0094
 MQ0094                          STATION RECOVERY (1983)
 MQ0094
 MQ0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0094'RECOVERED THIS DATE.  NOTE, ADD 53.0 METERS (173.9 FT) NORTHWEST OF
 MQ0094'SIGNAL NUMBER 772.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0028 ***********************************************************************
 MQ0028  DESIGNATION -  C 115
 MQ0028  PID         -  MQ0028
 MQ0028  STATE/COUNTY-  WY/SWEETWATER
 MQ0028  USGS QUAD   -  TABLE ROCK (1970)
 MQ0028
 MQ0028                         *CURRENT SURVEY CONTROL
 MQ0028  ___________________________________________________________________
 MQ0028* NAD 83(1986)-  41 35 52.     (N)    108 26 58.     (W)     SCALED    
 MQ0028* NAVD 88     -      2065.715  (meters)    6777.27   (feet)  ADJUSTED  
 MQ0028  ___________________________________________________________________
 MQ0028  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 MQ0028  DYNAMIC HT  -        2063.902 (meters)    6771.32  (feet)  COMP
 MQ0028  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 MQ0028
 MQ0028  VERT ORDER  -  FIRST     CLASS II
 MQ0028
 MQ0028.The horizontal coordinates were scaled from a topographic map and have
 MQ0028.an estimated accuracy of +/- 6 seconds.
 MQ0028
 MQ0028.The orthometric height was determined by differential leveling
 MQ0028.and adjusted by the National Geodetic Survey in June 1991..
 MQ0028.WARNING-Repeat measurements at this control monument indicate possible
 MQ0028.vertical movement.
 MQ0028
 MQ0028.The geoid height was determined by GEOID03.
 MQ0028
 MQ0028.The dynamic height is computed by dividing the NAVD 88
 MQ0028.geopotential number by the normal gravity value computed on the
 MQ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0028.degrees latitude (g = 980.6199 gals.).
 MQ0028
 MQ0028.The modeled gravity was interpolated from observed gravity values.
 MQ0028
 MQ0028;                    North         East    Units  Estimated Accuracy
 MQ0028;SPC WYWC     -   121,950.      625,060.      MT  (+/- 180 meters Scaled)
 MQ0028
 MQ0028                          SUPERSEDED SURVEY CONTROL
 MQ0028
 MQ0028  NGVD 29 (06/08/92) 2064.445  (m)         6773.10   (f) ADJUSTED    1 2
 MQ0028
 MQ0028.Superseded values are not recommended for survey control.
 MQ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0028.See file dsdata.txt to determine how the superseded data were derived.
 MQ0028
 MQ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM125082(NAD 83)
 MQ0028_MARKER: DB = BENCH MARK DISK
 MQ0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0028_SP_SET: ABUTMENT
 MQ0028_STAMPING: C 115 1956
 MQ0028_MARK LOGO: CGS   
 MQ0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0028
 MQ0028  HISTORY     - Date     Condition        Report By
 MQ0028  HISTORY     - 1956     MONUMENTED       CGS
 MQ0028  HISTORY     - 1983     GOOD             NGS
 MQ0028
 MQ0028                          STATION DESCRIPTION
 MQ0028
 MQ0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0028'3.4 MI W FROM TABLE ROCK.
 MQ0028'3.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0028'TABLE ROCK, 4 POLES WEST OF MILEPOST 750, 9 FEET NORTH OF THE NORTH
 MQ0028'RAIL OF THE NORTH TRACK, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 MQ0028'TOP OF THE NORTH END OF THE EAST ABUTMENT OF A SMALL BRIDGE, IN
 MQ0028'SECTION 28, TOWNSHIP 19 NORTH, RANGE 98 WEST.
 MQ0028
 MQ0028                          STATION RECOVERY (1983)
 MQ0028
 MQ0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0263 ***********************************************************************
 MP0263  DESIGNATION -  C 116
 MP0263  PID         -  MP0263
 MP0263  STATE/COUNTY-  WY/CARBON
 MP0263  USGS QUAD   -  RAWLINS PEAK SW (1983)
 MP0263
 MP0263                         *CURRENT SURVEY CONTROL
 MP0263  ___________________________________________________________________
 MP0263* NAD 83(1986)-  41 46 42.     (N)    107 23 45.     (W)     SCALED    
 MP0263* NAVD 88     -      2101.968  (meters)    6896.21   (feet)  POSTED    
 MP0263  ___________________________________________________________________
 MP0263  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 MP0263  DYNAMIC HT  -        2100.130 (meters)    6890.18  (feet)  COMP
 MP0263  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 MP0263
 MP0263  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MP0263
 MP0263.The horizontal coordinates were scaled from a topographic map and have
 MP0263.an estimated accuracy of +/- 6 seconds.
 MP0263
 MP0263.The orthometric height was determined by differential leveling
 MP0263.and adjusted by the National Geodetic Survey in 1992..
 MP0263.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MP0263.rate of 2.1 thru 3.0 mm/km.
 MP0263
 MP0263.The geoid height was determined by GEOID03.
 MP0263
 MP0263.The dynamic height is computed by dividing the NAVD 88
 MP0263.geopotential number by the normal gravity value computed on the
 MP0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0263.degrees latitude (g = 980.6199 gals.).
 MP0263
 MP0263.The modeled gravity was interpolated from observed gravity values.
 MP0263
 MP0263;                    North         East    Units  Estimated Accuracy
 MP0263;SPC WYEC     -   241,960.      394,800.      MT  (+/- 180 meters Scaled)
 MP0263
 MP0263                          SUPERSEDED SURVEY CONTROL
 MP0263
 MP0263  NGVD 29 (??/??/92) 2100.717  (m)         6892.10   (f) ADJ UNCH    1 2
 MP0263
 MP0263.Superseded values are not recommended for survey control.
 MP0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0263.See file dsdata.txt to determine how the superseded data were derived.
 MP0263
 MP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG008279(NAD 83)
 MP0263_MARKER: DB = BENCH MARK DISK
 MP0263_SETTING: 66 = SET IN ROCK OUTCROP
 MP0263_SP_SET: SANDSTONE LEDGE
 MP0263_STAMPING: C 116 1956
 MP0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0263+STABILITY: POSITION/ELEVATION WELL
 MP0263
 MP0263  HISTORY     - Date     Condition        Report By
 MP0263  HISTORY     - 1956     MONUMENTED       CGS
 MP0263  HISTORY     - 1978     MARK NOT FOUND   USGS
 MP0263  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0263
 MP0263                          STATION DESCRIPTION
 MP0263
 MP0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0263'8.6 MI W FROM RAWLINS.
 MP0263'8.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0263'RAWLINS, IN THE MIDDLE OF A CUT, 0.5 MILE WEST OF MILEPOST 691, 21.8
 MP0263'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, LEVEL WITH THE TOP OF
 MP0263'THE RAILS, SET IN THE TOP OF A SANDSTONE LEDGE, IN SECTION 24,
 MP0263'TOWNSHIP 21 NORTH, RANGE 89 WEST.
 MP0263
 MP0263                          STATION RECOVERY (1978)
 MP0263
 MP0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MP0263'MARK NOT FOUND.
 MP0263
 MP0263                          STATION RECOVERY (1983)
 MP0263
 MP0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0374 ***********************************************************************
 MP0374  DESIGNATION -  C 117
 MP0374  PID         -  MP0374
 MP0374  STATE/COUNTY-  WY/SWEETWATER
 MP0374  USGS QUAD   -  CRESTON (1981)
 MP0374
 MP0374                         *CURRENT SURVEY CONTROL
 MP0374  ___________________________________________________________________
 MP0374* NAD 83(1986)-  41 41 28.     (N)    107 47 04.     (W)     SCALED    
 MP0374* NAVD 88     -      2153.117  (meters)    7064.02   (feet)  ADJUSTED  
 MP0374  ___________________________________________________________________
 MP0374  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MP0374  DYNAMIC HT  -        2151.183 (meters)    7057.67  (feet)  COMP
 MP0374  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 MP0374
 MP0374  VERT ORDER  -  FIRST     CLASS II
 MP0374
 MP0374.The horizontal coordinates were scaled from a topographic map and have
 MP0374.an estimated accuracy of +/- 6 seconds.
 MP0374
 MP0374.The orthometric height was determined by differential leveling
 MP0374.and adjusted by the National Geodetic Survey in June 1991..
 MP0374.WARNING-Repeat measurements at this control monument indicate possible
 MP0374.vertical movement.
 MP0374
 MP0374.The geoid height was determined by GEOID03.
 MP0374
 MP0374.The dynamic height is computed by dividing the NAVD 88
 MP0374.geopotential number by the normal gravity value computed on the
 MP0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0374.degrees latitude (g = 980.6199 gals.).
 MP0374
 MP0374.The modeled gravity was interpolated from observed gravity values.
 MP0374
 MP0374;                    North         East    Units  Estimated Accuracy
 MP0374;SPC WYWC     -   132,720.      680,380.      MT  (+/- 180 meters Scaled)
 MP0374
 MP0374                          SUPERSEDED SURVEY CONTROL
 MP0374
 MP0374  NGVD 29 (06/08/92) 2151.855  (m)         7059.88   (f) ADJUSTED    1 2
 MP0374
 MP0374.Superseded values are not recommended for survey control.
 MP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0374.See file dsdata.txt to determine how the superseded data were derived.
 MP0374
 MP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG682192(NAD 83)
 MP0374_MARKER: DB = BENCH MARK DISK
 MP0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0374_STAMPING: C 117 1956
 MP0374_MARK LOGO: CGS   
 MP0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0374+STABILITY: SURFACE MOTION
 MP0374
 MP0374  HISTORY     - Date     Condition        Report By
 MP0374  HISTORY     - 1956     MONUMENTED       CGS
 MP0374  HISTORY     - 1983     GOOD             NGS
 MP0374
 MP0374                          STATION DESCRIPTION
 MP0374
 MP0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0374'1.7 MI W FROM CRESTON.
 MP0374'1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MP0374'AT CRESTON, 0.6 MILE WEST OF MILEPOST 713, AT THE NORTHEAST END OF A
 MP0374'CUT, 106 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 MP0374'59 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET
 MP0374'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MP0374'GROUND, IN SECTION 20, TOWNSHIP 20 NORTH, RANGE 92 WEST.
 MP0374
 MP0374                          STATION RECOVERY (1983)
 MP0374
 MP0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0004 ***********************************************************************
 MQ0004  DESIGNATION -  C 118
 MQ0004  PID         -  MQ0004
 MQ0004  STATE/COUNTY-  WY/SWEETWATER
 MQ0004  USGS QUAD   -  RED DESERT (1970)
 MQ0004
 MQ0004                         *CURRENT SURVEY CONTROL
 MQ0004  ___________________________________________________________________
 MQ0004* NAD 83(1986)-  41 39 17.     (N)    108 03 39.     (W)     SCALED    
 MQ0004* NAVD 88     -      2041.079  (meters)    6696.44   (feet)  ADJUSTED  
 MQ0004  ___________________________________________________________________
 MQ0004  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0004  DYNAMIC HT  -        2039.286 (meters)    6690.56  (feet)  COMP
 MQ0004  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 MQ0004
 MQ0004  VERT ORDER  -  FIRST     CLASS II
 MQ0004
 MQ0004.The horizontal coordinates were scaled from a topographic map and have
 MQ0004.an estimated accuracy of +/- 6 seconds.
 MQ0004
 MQ0004.The orthometric height was determined by differential leveling
 MQ0004.and adjusted by the National Geodetic Survey in June 1991..
 MQ0004
 MQ0004.The geoid height was determined by GEOID03.
 MQ0004
 MQ0004.The dynamic height is computed by dividing the NAVD 88
 MQ0004.geopotential number by the normal gravity value computed on the
 MQ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0004.degrees latitude (g = 980.6199 gals.).
 MQ0004
 MQ0004.The modeled gravity was interpolated from observed gravity values.
 MQ0004
 MQ0004;                    North         East    Units  Estimated Accuracy
 MQ0004;SPC WYWC     -   128,460.      657,400.      MT  (+/- 180 meters Scaled)
 MQ0004
 MQ0004                          SUPERSEDED SURVEY CONTROL
 MQ0004
 MQ0004  NGVD 29 (??/??/92) 2039.719  (m)         6691.98   (f) ADJ UNCH    1 2
 MQ0004
 MQ0004.Superseded values are not recommended for survey control.
 MQ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0004.See file dsdata.txt to determine how the superseded data were derived.
 MQ0004
 MQ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM447156(NAD 83)
 MQ0004_MARKER: DB = BENCH MARK DISK
 MQ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0004_STAMPING: C 118 1956
 MQ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0004+STABILITY: SURFACE MOTION
 MQ0004
 MQ0004  HISTORY     - Date     Condition        Report By
 MQ0004  HISTORY     - 1956     MONUMENTED       CGS
 MQ0004  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0004
 MQ0004                          STATION DESCRIPTION
 MQ0004
 MQ0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0004'3.6 MI E FROM RED DESERT.
 MQ0004'3.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0004'AT RED DESERT, 4 POLES WEST OF MILEPOST 729, 3 POLES WEST OF THE
 MQ0004'STATION SIGN AT FREWEN, 76 FEET EAST OF THE CENTER OF A GATE, 47 FEET
 MQ0004'SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN LINE TRACK, 28.3 FEET NORTH
 MQ0004'OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 2.4 FEET WEST OF A
 MQ0004'WITNESS POST, 1.0 MILE WEST OF BENCH MARK B 118, SET IN THE TOP OF A
 MQ0004'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 1,
 MQ0004'TOWNSHIP 19 NORTH, RANGE 95 WEST.
 MQ0004
 MQ0004                          STATION RECOVERY (1983)
 MQ0004
 MQ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0004'PARTS OF THE MONUMENT WERE FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0144 ***********************************************************************
 NQ0144  DESIGNATION -  C 119
 NQ0144  PID         -  NQ0144
 NQ0144  STATE/COUNTY-  WY/PLATTE
 NQ0144  USGS QUAD   -  DWYER (1990)
 NQ0144
 NQ0144                         *CURRENT SURVEY CONTROL
 NQ0144  ___________________________________________________________________
 NQ0144* NAD 83(1986)-  42 12 19.     (N)    104 57 02.     (W)     SCALED    
 NQ0144* NAVD 88     -      1417.559  (meters)    4650.77   (feet)  ADJUSTED  
 NQ0144  ___________________________________________________________________
 NQ0144  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 NQ0144  DYNAMIC HT  -        1416.655 (meters)    4647.81  (feet)  COMP
 NQ0144  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 NQ0144
 NQ0144  VERT ORDER  -  FIRST     CLASS II
 NQ0144
 NQ0144.The horizontal coordinates were scaled from a topographic map and have
 NQ0144.an estimated accuracy of +/- 6 seconds.
 NQ0144
 NQ0144.The orthometric height was determined by differential leveling
 NQ0144.and adjusted by the National Geodetic Survey in June 1991..
 NQ0144
 NQ0144.The geoid height was determined by GEOID03.
 NQ0144
 NQ0144.The dynamic height is computed by dividing the NAVD 88
 NQ0144.geopotential number by the normal gravity value computed on the
 NQ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0144.degrees latitude (g = 980.6199 gals.).
 NQ0144
 NQ0144.The modeled gravity was interpolated from observed gravity values.
 NQ0144
 NQ0144;                    North         East    Units  Estimated Accuracy
 NQ0144;SPC WY E     -   189,400.      217,850.      MT  (+/- 180 meters Scaled)
 NQ0144
 NQ0144                          SUPERSEDED SURVEY CONTROL
 NQ0144
 NQ0144  NGVD 29 (??/??/92) 1416.757  (m)         4648.14   (f) ADJ UNCH    1 2
 NQ0144
 NQ0144.Superseded values are not recommended for survey control.
 NQ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0144.See file dsdata.txt to determine how the superseded data were derived.
 NQ0144
 NQ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG040725(NAD 83)
 NQ0144_MARKER: DB = BENCH MARK DISK
 NQ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0144_STAMPING: C 119 1956
 NQ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0144+STABILITY: SURFACE MOTION
 NQ0144
 NQ0144  HISTORY     - Date     Condition        Report By
 NQ0144  HISTORY     - 1956     MONUMENTED       CGS
 NQ0144
 NQ0144                          STATION DESCRIPTION
 NQ0144
 NQ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0144'12.9 MI NW FROM WHEATLAND.
 NQ0144'12.9 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0144'FROM THE STATION AT WHEATLAND, AT A POWER LINE CROSSING, 8 1/2
 NQ0144'RAILS SOUTH OF MILEPOST 227, 102.7 FEET WEST OF THE WEST RAIL,
 NQ0144'8 FEET WEST OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES,
 NQ0144'6 FEET WEST OF A FENCE, 2.2 FEET NORTH OF A WITNESS POST,
 NQ0144'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 NQ0144'THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 25, TOWNSHIP 26
 NQ0144'NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0110 ***********************************************************************
 PV0110  DESIGNATION -  C 120
 PV0110  PID         -  PV0110
 PV0110  STATE/COUNTY-  WY/CROOK
 PV0110  USGS QUAD   -  FREDA CREEK (1982)
 PV0110
 PV0110                         *CURRENT SURVEY CONTROL
 PV0110  ___________________________________________________________________
 PV0110* NAD 83(1986)-  44 11 23.     (N)    104 49 48.     (W)     SCALED    
 PV0110* NAVD 88     -      1317.708  (meters)    4323.18   (feet)  ADJUSTED  
 PV0110  ___________________________________________________________________
 PV0110  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0110  DYNAMIC HT  -        1317.169 (meters)    4321.41  (feet)  COMP
 PV0110  MODELED GRAV-     980,163.5   (mgal)                       NAVD 88
 PV0110
 PV0110  VERT ORDER  -  FIRST     CLASS II
 PV0110
 PV0110.The horizontal coordinates were scaled from a topographic map and have
 PV0110.an estimated accuracy of +/- 6 seconds.
 PV0110
 PV0110.The orthometric height was determined by differential leveling
 PV0110.and adjusted by the National Geodetic Survey in June 1991..
 PV0110
 PV0110.The geoid height was determined by GEOID03.
 PV0110
 PV0110.The dynamic height is computed by dividing the NAVD 88
 PV0110.geopotential number by the normal gravity value computed on the
 PV0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0110.degrees latitude (g = 980.6199 gals.).
 PV0110
 PV0110.The modeled gravity was interpolated from observed gravity values.
 PV0110
 PV0110;                    North         East    Units  Estimated Accuracy
 PV0110;SPC WY E     -   409,880.      226,920.      MT  (+/- 180 meters Scaled)
 PV0110
 PV0110                          SUPERSEDED SURVEY CONTROL
 PV0110
 PV0110  NGVD 29 (??/??/92) 1317.071  (m)         4321.09   (f) ADJ UNCH    1 2
 PV0110
 PV0110.Superseded values are not recommended for survey control.
 PV0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0110.See file dsdata.txt to determine how the superseded data were derived.
 PV0110
 PV0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ135929(NAD 83)
 PV0110_MARKER: DB = BENCH MARK DISK
 PV0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0110_STAMPING: C 120 1957
 PV0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0110+STABILITY: SURFACE MOTION
 PV0110
 PV0110  HISTORY     - Date     Condition        Report By
 PV0110  HISTORY     - 1957     MONUMENTED       CGS
 PV0110
 PV0110                          STATION DESCRIPTION
 PV0110
 PV0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0110'8.2 MI SE FROM MOORCROFT.
 PV0110'8.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0110'RAILROAD FROM THE STATION AT MOORCROFT, 0.55 MILE EAST OF THE
 PV0110'STATION SIGN AT KARA, 55 FEET NORTHEAST OF MILEPOST 561, 59 FEET
 PV0110'NORTH OF THE NORTH RAIL, 106 FEET SOUTH OF THE CENTER LINE OF
 PV0110'U.S. HIGHWAY 16, AT THE EAST END OF A FILL AND THE WEST END OF
 PV0110'A CUT, 26 FEET SOUTH OF A SNOW FENCE, 20 FEET WEST OF A TELEPHONE
 PV0110'POLE, 2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH
 PV0110'THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0224 ***********************************************************************
 PV0224  DESIGNATION -  C 121
 PV0224  PID         -  PV0224
 PV0224  STATE/COUNTY-  WY/CAMPBELL
 PV0224  USGS QUAD   -  FORTIN DRAW (1971)
 PV0224
 PV0224                         *CURRENT SURVEY CONTROL
 PV0224  ___________________________________________________________________
 PV0224* NAD 83(1986)-  44 17 10.     (N)    105 15 52.     (W)     SCALED    
 PV0224* NAVD 88     -      1322.462  (meters)    4338.78   (feet)  ADJUSTED  
 PV0224  ___________________________________________________________________
 PV0224  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 PV0224  DYNAMIC HT  -        1321.925 (meters)    4337.02  (feet)  COMP
 PV0224  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 PV0224
 PV0224  VERT ORDER  -  FIRST     CLASS II
 PV0224
 PV0224.The horizontal coordinates were scaled from a topographic map and have
 PV0224.an estimated accuracy of +/- 6 seconds.
 PV0224
 PV0224.The orthometric height was determined by differential leveling
 PV0224.and adjusted by the National Geodetic Survey in June 1991..
 PV0224.WARNING-Repeat measurements at this control monument indicate possible
 PV0224.vertical movement.
 PV0224
 PV0224.The geoid height was determined by GEOID03.
 PV0224
 PV0224.The dynamic height is computed by dividing the NAVD 88
 PV0224.geopotential number by the normal gravity value computed on the
 PV0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0224.degrees latitude (g = 980.6199 gals.).
 PV0224
 PV0224.The modeled gravity was interpolated from observed gravity values.
 PV0224
 PV0224;                    North         East    Units  Estimated Accuracy
 PV0224;SPC WY E     -   420,540.      192,200.      MT  (+/- 180 meters Scaled)
 PV0224
 PV0224                          SUPERSEDED SURVEY CONTROL
 PV0224
 PV0224  NGVD 29 (??/??/92) 1321.806  (m)         4336.63   (f) ADJ UNCH    1 2
 PV0224
 PV0224.Superseded values are not recommended for survey control.
 PV0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0224.See file dsdata.txt to determine how the superseded data were derived.
 PV0224
 PV0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK789036(NAD 83)
 PV0224_MARKER: DB = BENCH MARK DISK
 PV0224_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PV0224_SP_SET: HEADWALL
 PV0224_STAMPING: C 121 1957
 PV0224_MARK LOGO: CGS   
 PV0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0224+STABILITY: SURFACE MOTION
 PV0224
 PV0224  HISTORY     - Date     Condition        Report By
 PV0224  HISTORY     - 1957     MONUMENTED       CGS
 PV0224  HISTORY     - 1985     GOOD             NGS
 PV0224
 PV0224                          STATION DESCRIPTION
 PV0224
 PV0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0224'12 MI E FROM GILLETTE.
 PV0224'12.05 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0224'FROM THE STATION AT GILLETTE, 5 POLES WEST OF MILEPOST 585, IN
 PV0224'THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A TWIN CHANNEL
 PV0224'CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 16, 115 FEET SOUTH OF THE
 PV0224'SOUTH RAIL, 33 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 PV0224'ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 PV0224
 PV0224                          STATION RECOVERY (1985)
 PV0224
 PV0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0224'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--19.48 KM (12.10 MI) EAST
 PV0224'ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF
 PV0224'GILLETTE AVENUE AT GILLETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0276 ***********************************************************************
 PV0276  DESIGNATION -  C 122
 PV0276  PID         -  PV0276
 PV0276  STATE/COUNTY-  WY/CAMPBELL
 PV0276  USGS QUAD   -  ORIVA (1971)
 PV0276
 PV0276                         *CURRENT SURVEY CONTROL
 PV0276  ___________________________________________________________________
 PV0276* NAD 83(1986)-  44 18 14.     (N)    105 39 16.     (W)     SCALED    
 PV0276* NAVD 88     -      1433.404  (meters)    4702.76   (feet)  ADJUSTED  
 PV0276  ___________________________________________________________________
 PV0276  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 PV0276  DYNAMIC HT  -        1432.795 (meters)    4700.76  (feet)  COMP
 PV0276  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 PV0276  OBS GRAVITY -     980,144.7   (mgal)                       GRAV_OBS
 PV0276
 PV0276  VERT ORDER  -  FIRST     CLASS II
 PV0276
 PV0276.The horizontal coordinates were scaled from a topographic map and have
 PV0276.an estimated accuracy of +/- 6 seconds.
 PV0276
 PV0276.The orthometric height was determined by differential leveling
 PV0276.and adjusted by the National Geodetic Survey in June 1991..
 PV0276
 PV0276.The geoid height was determined by GEOID03.
 PV0276
 PV0276.The dynamic height is computed by dividing the NAVD 88
 PV0276.geopotential number by the normal gravity value computed on the
 PV0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0276.degrees latitude (g = 980.6199 gals.).
 PV0276
 PV0276.The modeled gravity was interpolated from observed gravity values.
 PV0276.The observed gravity was obtained from relative gravimeter ties
 PV0276.to the IGSN71 gravity network.
 PV0276
 PV0276;                    North         East    Units  Estimated Accuracy
 PV0276;SPC WY E     -   422,630.      161,080.      MT  (+/- 180 meters Scaled)
 PV0276
 PV0276                          SUPERSEDED SURVEY CONTROL
 PV0276
 PV0276  NGVD 29 (??/??/92) 1432.724  (m)         4700.53   (f) ADJ UNCH    1 2
 PV0276
 PV0276.Superseded values are not recommended for survey control.
 PV0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0276.See file dsdata.txt to determine how the superseded data were derived.
 PV0276
 PV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK477058(NAD 83)
 PV0276_MARKER: DB = BENCH MARK DISK
 PV0276_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0276_SP_SET: 20 FEET
 PV0276_STAMPING: C 122 1957
 PV0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0276
 PV0276  HISTORY     - Date     Condition        Report By
 PV0276  HISTORY     - 1957     MONUMENTED       CGS
 PV0276
 PV0276                          STATION DESCRIPTION
 PV0276
 PV0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0276'8 MI W FROM GILLETTE.
 PV0276'ABOUT 8.05 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0276'RAILROAD FROM THE STATION AT GILLETTE, AT THE EAST END OF A
 PV0276'CUT, 60 FEET NORTH OF THE NORTH RAIL, 92 FEET WEST OF THE CENTER
 PV0276'LINE OF A PRIVATE CROSS ROAD, 118 FEET NORTHWEST OF THE CENTER
 PV0276'OF THE CROSSING, 25 FEET NORTH OF A TELEPHONE POLE, 9 1/2 FEET
 PV0276'SOUTH OF THE FENCE LINE, 1 1/2 FEET WEST OF A CONCRETE WITNESS
 PV0276'POST, ABOUT LEVEL WITH THE TRACK, A DISK ON A 5/8-INCH COPPER
 PV0276'COATED ROD THAT IS DRIVEN TO A DEPTH OF 200 FEET AND IS ENCASED
 PV0276'IN A 6-INCH TILE WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0011 ***********************************************************************
 PW0011  CBN         -  This is a Cooperative Base Network Control Station.
 PW0011  DESIGNATION -  C 123
 PW0011  PID         -  PW0011
 PW0011  STATE/COUNTY-  WY/SHERIDAN
 PW0011  USGS QUAD   -  ARVADA NE (1971)
 PW0011
 PW0011                         *CURRENT SURVEY CONTROL
 PW0011  ___________________________________________________________________
 PW0011* NAD 83(1993)-  44 38 22.83629(N)    106 05 40.96048(W)     ADJUSTED  
 PW0011* NAVD 88     -      1140.217  (meters)    3740.86   (feet)  ADJUSTED  
 PW0011  ___________________________________________________________________
 PW0011  X           -  -1,260,440.123 (meters)                     COMP
 PW0011  Y           -  -4,368,410.619 (meters)                     COMP
 PW0011  Z           -   4,459,736.216 (meters)                     COMP
 PW0011  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 PW0011  ELLIP HEIGHT-        1125.30  (meters)          (09/07/01) GPS OBS
 PW0011  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 PW0011  DYNAMIC HT  -        1139.796 (meters)    3739.48  (feet)  COMP
 PW0011  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 PW0011
 PW0011  HORZ ORDER  -  B
 PW0011  VERT ORDER  -  FIRST     CLASS II
 PW0011  ELLP ORDER  -  FOURTH    CLASS I
 PW0011
 PW0011.The horizontal coordinates were established by GPS observations
 PW0011.and adjusted by the National Geodetic Survey in October 1994..
 PW0011
 PW0011.The orthometric height was determined by differential leveling
 PW0011.and adjusted by the National Geodetic Survey in June 1991..
 PW0011
 PW0011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PW0011
 PW0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0011
 PW0011.The ellipsoidal height was determined by GPS observations
 PW0011.and is referenced to NAD 83.
 PW0011
 PW0011.The geoid height was determined by GEOID03.
 PW0011
 PW0011.The dynamic height is computed by dividing the NAVD 88
 PW0011.geopotential number by the normal gravity value computed on the
 PW0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0011.degrees latitude (g = 980.6199 gals.).
 PW0011
 PW0011.The modeled gravity was interpolated from observed gravity values.
 PW0011
 PW0011;                    North         East     Units Scale Factor Converg.
 PW0011;SPC WYEC     -   560,571.168   498,265.564   MT  1.00005620   +0 52 13.4
 PW0011;UTM  13      - 4,943,507.130   413,180.877   MT  0.99969269   -0 46 09.3
 PW0011
 PW0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0011!SPC WYEC     -   0.99982359  x   1.00005620  =   0.99987978
 PW0011!UTM  13      -   0.99982359  x   0.99969269  =   0.99951634
 PW0011
 PW0011                          SUPERSEDED SURVEY CONTROL
 PW0011
 PW0011  ELLIP H (10/19/94) 1125.35   (m)                       GP(       ) 4 1
 PW0011  NAVD 88 (10/19/94) 1140.22   (m)         3740.9    (f) LEVELING    3  
 PW0011  NGVD 29 (??/??/92) 1139.542  (m)         3738.65   (f) ADJ UNCH    1 2
 PW0011
 PW0011.Superseded values are not recommended for survey control.
 PW0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0011.See file dsdata.txt to determine how the superseded data were derived.
 PW0011
 PW0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK1318143507(NAD 83)
 PW0011_MARKER: DB = BENCH MARK DISK
 PW0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0011_STAMPING: C123 1957
 PW0011_MARK LOGO: CGS   
 PW0011_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PW0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0011+STABILITY: SURFACE MOTION
 PW0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0011+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 PW0011
 PW0011  HISTORY     - Date     Condition        Report By
 PW0011  HISTORY     - 1957     MONUMENTED       CGS
 PW0011  HISTORY     - 19931103 GOOD             NGS
 PW0011  HISTORY     - 20051205 GOOD             INDIV
 PW0011
 PW0011                          STATION DESCRIPTION
 PW0011
 PW0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0011'2.0 MI SE FROM ARVADA.
 PW0011'2.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0011'FROM THE STATION AT ARVADA, 142 FEET SOUTHEAST AND ACROSS THE TRACK
 PW0011'FROM MILEPOST 639, 52 FEET SOUTH OF THE SOUTH RAIL, 53 FEET NORTH OF
 PW0011'THE CENTER LINE OF A DIRT ROAD, 1 FOOT SOUTH OF THE FENCE LINE, 2 FEET
 PW0011'EAST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE TRACK AND IN THE
 PW0011'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 PW0011
 PW0011                          STATION RECOVERY (1993)
 PW0011
 PW0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 PW0011'STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST-SOUTHEAST OF ARVADA,
 PW0011'ALONG SHERIDAN COUNTY ROAD 38 AND BURLINGTON NORTHERN RAILROAD, IN THE
 PW0011'GRASSY MEDIAN BETWEEN THE ROAD AND THE RAILROAD TRACKS, IN THE
 PW0011'SOUTHWEST 1/4 OF SECTION 23, T 54 N, R 77 W.  OWNERSHIP--BURLINGTON
 PW0011'NORTHERN RAILROAD. TO REACH FROM THE INTERSECTION OF US HIGHWAYS 14
 PW0011'AND 16 AND STATE SECONDARY HIGHWAY 341, NORTH OF ARVADA, GO SOUTH ON
 PW0011'HIGHWAY 341 FOR 2.9 KM (1.80 MI) TO A RAILROAD CROSSING.  CONTINUE
 PW0011'SOUTH ON HWY 341 FOR 2.1 KM (1.30 MI) TO END OF PAVEMENT AND END OF
 PW0011'HWY 341 IN ARVADA. CONTINUE SOUTHEAST AND EAST ON GRAVEL ROAD FOR 0.2
 PW0011'KM (0.10 MI) TO GRAVEL ROAD RIGHT.  TURN RIGHT, SOUTH, ON GRAVEL ROAD
 PW0011'FOR 0.08 KM (0.05 MI) TO GRAVEL ROAD LEFT.  TURN LEFT, EAST, ON GRAVEL
 PW0011'ROAD FOR 0.4 KM (0.25 MI) , PASSING ARVADA POST OFFICE, TO CENTER OF
 PW0011'BRIDGE OVER POWDER RIVER.  CONTINUE EAST AND SOUTHEAST ON SHERIDAN
 PW0011'COUNTY ROAD 38 FOR 3.1 KM (1.90 MI) TO TRACK ROAD LEFT.  TURN LEFT,
 PW0011'NORTHEAST, ON TRACK ROAD FOR 15 M (49.2 FT) TO STATION ON LEFT.
 PW0011'STATION MARK IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST WRAPPED
 PW0011'BY METAL SHEETING, PROJECTING 10 CM.  IT IS 15 M (49.2 FT) SOUTH OF,
 PW0011'AND 0.5 M (1.6 FT) LOWER THAN, THE RAILROAD TRACK, 13 M (42.7 FT)
 PW0011'NORTH OF, AND 0.5 M (1.6 FT) HIGHER THAN, COUNTY ROAD CENTER, 5 M
 PW0011'(16.4 FT) NORTHWEST OF TRACK ROAD, AND 0.5 M (1.6 FT) EAST OF WOODEN
 PW0011'WITNESS POST.
 PW0011
 PW0011                          STATION RECOVERY (2005)
 PW0011
 PW0011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (AWE)
 PW0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0019 ***********************************************************************
 OU0019  DESIGNATION -  C 124
 OU0019  PID         -  OU0019
 OU0019  STATE/COUNTY-  WY/WESTON
 OU0019  USGS QUAD   -  DEWEY (1951)
 OU0019
 OU0019                         *CURRENT SURVEY CONTROL
 OU0019  ___________________________________________________________________
 OU0019* NAD 83(1986)-  43 36 00.     (N)    104 04 22.     (W)     SCALED    
 OU0019* NAVD 88     -      1169.690  (meters)    3837.56   (feet)  ADJUSTED  
 OU0019  ___________________________________________________________________
 OU0019  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 OU0019  DYNAMIC HT  -        1169.204 (meters)    3835.96  (feet)  COMP
 OU0019  MODELED GRAV-     980,163.4   (mgal)                       NAVD 88
 OU0019
 OU0019  VERT ORDER  -  FIRST     CLASS II
 OU0019
 OU0019.The horizontal coordinates were scaled from a topographic map and have
 OU0019.an estimated accuracy of +/- 6 seconds.
 OU0019
 OU0019.The orthometric height was determined by differential leveling
 OU0019.and adjusted by the National Geodetic Survey in June 1991..
 OU0019
 OU0019.The geoid height was determined by GEOID03.
 OU0019
 OU0019.The dynamic height is computed by dividing the NAVD 88
 OU0019.geopotential number by the normal gravity value computed on the
 OU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0019.degrees latitude (g = 980.6199 gals.).
 OU0019
 OU0019.The modeled gravity was interpolated from observed gravity values.
 OU0019
 OU0019;                    North         East    Units  Estimated Accuracy
 OU0019;SPC WY E     -   344,890.      288,320.      MT  (+/- 180 meters Scaled)
 OU0019
 OU0019                          SUPERSEDED SURVEY CONTROL
 OU0019
 OU0019  NGVD 29 (??/??/92) 1169.109  (m)         3835.65   (f) ADJ UNCH    1 2
 OU0019
 OU0019.Superseded values are not recommended for survey control.
 OU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0019.See file dsdata.txt to determine how the superseded data were derived.
 OU0019
 OU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ748278(NAD 83)
 OU0019_MARKER: DB = BENCH MARK DISK
 OU0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OU0019_SP_SET: BRIDGE ABUTMENT
 OU0019_STAMPING: C 124 1957
 OU0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0019
 OU0019  HISTORY     - Date     Condition        Report By
 OU0019  HISTORY     - 1957     MONUMENTED       CGS
 OU0019
 OU0019                          STATION DESCRIPTION
 OU0019
 OU0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0019'19.7 MI SE FROM NEWCASTLE.
 OU0019'ABOUT 19.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0019'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 21,
 OU0019'T. 42 N., R. 60 W., IN THE TOP OF THE EAST END OF THE NORTH
 OU0019'ABUTMENT OF BRIDGE 500.94, 6 FEET EAST OF THE EAST RAIL AND
 OU0019'ABOUT 2 FEET BELOW THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0041 ***********************************************************************
 OU0041  DESIGNATION -  C 125
 OU0041  PID         -  OU0041
 OU0041  STATE/COUNTY-  WY/WESTON
 OU0041  USGS QUAD   -  NEWCASTLE (1979)
 OU0041
 OU0041                         *CURRENT SURVEY CONTROL
 OU0041  ___________________________________________________________________
 OU0041* NAD 83(1986)-  43 48 01.     (N)    104 09 48.     (W)     SCALED    
 OU0041* NAVD 88     -      1286.791  (meters)    4221.75   (feet)  ADJUSTED  
 OU0041  ___________________________________________________________________
 OU0041  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 OU0041  DYNAMIC HT  -        1286.220 (meters)    4219.87  (feet)  COMP
 OU0041  MODELED GRAV-     980,130.2   (mgal)                       NAVD 88
 OU0041
 OU0041  VERT ORDER  -  FIRST     CLASS II
 OU0041
 OU0041.The horizontal coordinates were scaled from a topographic map and have
 OU0041.an estimated accuracy of +/- 6 seconds.
 OU0041
 OU0041.The orthometric height was determined by differential leveling
 OU0041.and adjusted by the National Geodetic Survey in June 1991..
 OU0041
 OU0041.The geoid height was determined by GEOID03.
 OU0041
 OU0041.The dynamic height is computed by dividing the NAVD 88
 OU0041.geopotential number by the normal gravity value computed on the
 OU0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0041.degrees latitude (g = 980.6199 gals.).
 OU0041
 OU0041.The modeled gravity was interpolated from observed gravity values.
 OU0041
 OU0041;                    North         East    Units  Estimated Accuracy
 OU0041;SPC WY E     -   367,050.      280,740.      MT  (+/- 180 meters Scaled)
 OU0041
 OU0041                          SUPERSEDED SURVEY CONTROL
 OU0041
 OU0041  NGVD 29 (??/??/92) 1286.144  (m)         4219.62   (f) ADJ UNCH    1 2
 OU0041
 OU0041.Superseded values are not recommended for survey control.
 OU0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0041.See file dsdata.txt to determine how the superseded data were derived.
 OU0041
 OU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ673500(NAD 83)
 OU0041_MARKER: DB = BENCH MARK DISK
 OU0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OU0041_SP_SET: CULVERT
 OU0041_STAMPING: C 125 1957
 OU0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0041
 OU0041  HISTORY     - Date     Condition        Report By
 OU0041  HISTORY     - 1957     MONUMENTED       CGS
 OU0041
 OU0041                          STATION DESCRIPTION
 OU0041
 OU0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0041'4.9 MI SE FROM NEWCASTLE.
 OU0041'ABOUT 4.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0041'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, NEAR THE LINE
 OU0041'BETWEEN SECTIONS 10 AND 15, T.44 N., R.61 W., 0.75 MILE SOUTHEAST
 OU0041'OF THE OVERPASS OF U.S. HIGHWAY 85 OVER THE TRACK, 0.85 MILE
 OU0041'NORTH OF THE STATION SIGN AT SPENCER SIDING, 9 1/2 POLES SOUTHEAST
 OU0041'OF MILEPOST 516, 15 FEET WEST OF THE WEST RAIL, 6 FEET LOWER
 OU0041'THAN THE TRACK AND IN THE CENTER OF THE WEST HEAD WALL OF A
 OU0041'36-INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0086 ***********************************************************************
 PV0086  DESIGNATION -  C 126
 PV0086  PID         -  PV0086
 PV0086  STATE/COUNTY-  WY/WESTON
 PV0086  USGS QUAD   -  CLAY SPUR (1984)
 PV0086
 PV0086                         *CURRENT SURVEY CONTROL
 PV0086  ___________________________________________________________________
 PV0086* NAD 83(1986)-  44 01 40.     (N)    104 29 08.     (W)     SCALED    
 PV0086* NAVD 88     -      1269.182  (meters)    4163.97   (feet)  ADJUSTED  
 PV0086  ___________________________________________________________________
 PV0086  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PV0086  DYNAMIC HT  -        1268.655 (meters)    4162.25  (feet)  COMP
 PV0086  MODELED GRAV-     980,159.0   (mgal)                       NAVD 88
 PV0086
 PV0086  VERT ORDER  -  FIRST     CLASS II
 PV0086
 PV0086.The horizontal coordinates were scaled from a topographic map and have
 PV0086.an estimated accuracy of +/- 6 seconds.
 PV0086
 PV0086.The orthometric height was determined by differential leveling
 PV0086.and adjusted by the National Geodetic Survey in June 1991..
 PV0086
 PV0086.The geoid height was determined by GEOID03.
 PV0086
 PV0086.The dynamic height is computed by dividing the NAVD 88
 PV0086.geopotential number by the normal gravity value computed on the
 PV0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0086.degrees latitude (g = 980.6199 gals.).
 PV0086
 PV0086.The modeled gravity was interpolated from observed gravity values.
 PV0086
 PV0086;                    North         East    Units  Estimated Accuracy
 PV0086;SPC WY E     -   392,060.      254,600.      MT  (+/- 180 meters Scaled)
 PV0086
 PV0086                          SUPERSEDED SURVEY CONTROL
 PV0086
 PV0086  NGVD 29 (??/??/92) 1268.558  (m)         4161.93   (f) ADJ UNCH    1 2
 PV0086
 PV0086.Superseded values are not recommended for survey control.
 PV0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0086.See file dsdata.txt to determine how the superseded data were derived.
 PV0086
 PV0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ412750(NAD 83)
 PV0086_MARKER: DB = BENCH MARK DISK
 PV0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PV0086_SP_SET: CULVERT
 PV0086_STAMPING: C 126 1957
 PV0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0086
 PV0086  HISTORY     - Date     Condition        Report By
 PV0086  HISTORY     - 1957     MONUMENTED       CGS
 PV0086
 PV0086                          STATION DESCRIPTION
 PV0086
 PV0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0086'4.8 MI NW FROM OSAGE.
 PV0086'ABOUT 4.85 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0086'QUINCY RAILROAD FROM THE STATION AT OSAGE, 10 POLES NORTHWEST OF
 PV0086'MILEPOST 540, IN THE CENTER OF THE TOP OF THE SOUTHWEST HEAD
 PV0086'WALL OF A TWIN 12 X 16-FOOT CONCRETE BOX CULVERT OVER TURNER
 PV0086'CREEK, 26 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND 10 FEET BELOW
 PV0086'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0208 ***********************************************************************
 PW0208  DESIGNATION -  C 127
 PW0208  PID         -  PW0208
 PW0208  STATE/COUNTY-  WY/SHERIDAN
 PW0208  USGS QUAD   -  MONARCH (1978)
 PW0208
 PW0208                         *CURRENT SURVEY CONTROL
 PW0208  ___________________________________________________________________
 PW0208* NAD 83(1986)-  44 54 36.     (N)    107 03 58.     (W)     SCALED    
 PW0208* NAVD 88     -      1121.158  (meters)    3678.33   (feet)  ADJUSTED  
 PW0208  ___________________________________________________________________
 PW0208  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 PW0208  DYNAMIC HT  -        1120.766 (meters)    3677.05  (feet)  COMP
 PW0208  MODELED GRAV-     980,229.3   (mgal)                       NAVD 88
 PW0208
 PW0208  VERT ORDER  -  FIRST     CLASS II
 PW0208
 PW0208.The horizontal coordinates were scaled from a topographic map and have
 PW0208.an estimated accuracy of +/- 6 seconds.
 PW0208
 PW0208.The orthometric height was determined by differential leveling
 PW0208.and adjusted by the National Geodetic Survey in June 1991..
 PW0208
 PW0208.The geoid height was determined by GEOID03.
 PW0208
 PW0208.The dynamic height is computed by dividing the NAVD 88
 PW0208.geopotential number by the normal gravity value computed on the
 PW0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0208.degrees latitude (g = 980.6199 gals.).
 PW0208
 PW0208.The modeled gravity was interpolated from observed gravity values.
 PW0208
 PW0208;                    North         East    Units  Estimated Accuracy
 PW0208;SPC WYEC     -   589,900.      421,100.      MT  (+/- 180 meters Scaled)
 PW0208
 PW0208                          SUPERSEDED SURVEY CONTROL
 PW0208
 PW0208  NGVD 29 (??/??/92) 1120.416  (m)         3675.90   (f) ADJ UNCH    1 2
 PW0208
 PW0208.Superseded values are not recommended for survey control.
 PW0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0208.See file dsdata.txt to determine how the superseded data were derived.
 PW0208
 PW0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK369750(NAD 83)
 PW0208_MARKER: DB = BENCH MARK DISK
 PW0208_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0208_SP_SET: 29 FEET
 PW0208_STAMPING: C 127 1957
 PW0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0208
 PW0208  HISTORY     - Date     Condition        Report By
 PW0208  HISTORY     - 1957     MONUMENTED       CGS
 PW0208
 PW0208                          STATION DESCRIPTION
 PW0208
 PW0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0208'1.95 MI W FROM KLEENBURN.
 PW0208'ABOUT 1.95 MILES WEST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 PW0208'RAILROAD FROM THE STATION AT KLEENBURN, 2 1/2 POLES WEST OF MILEPOST
 PW0208'710, AT A ROAD CROSSING, 44 FEET SOUTH OF THE SOUTH RAIL 50 FEET
 PW0208'SOUTHWEST OF THE CENTER OF THE CROSSING, 23 FEET WEST OF THE CENTER
 PW0208'LINE OF THE GRAVEL ROAD, 3 FEET NORTH OF A FENCE, 3 FEET NORTH OF A
 PW0208'TELEPHONE POLE WITH 3 GUY WIRES, 2 FEET WEST OF A WHITE WOODEN WITNESS
 PW0208'POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH
 PW0208'OF 29 FEET AND ENCASED IN A 6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0167 ***********************************************************************
 PW0167  DESIGNATION -  C 128
 PW0167  PID         -  PW0167
 PW0167  STATE/COUNTY-  WY/SHERIDAN
 PW0167  USGS QUAD   -  ULM (1970)
 PW0167
 PW0167                         *CURRENT SURVEY CONTROL
 PW0167  ___________________________________________________________________
 PW0167* NAD 83(1986)-  44 39 02.     (N)    106 35 20.     (W)     SCALED    
 PW0167* NAVD 88     -      1356.825  (meters)    4451.52   (feet)  ADJUSTED  
 PW0167  ___________________________________________________________________
 PW0167  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PW0167  DYNAMIC HT  -        1356.248 (meters)    4449.62  (feet)  COMP
 PW0167  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 PW0167
 PW0167  VERT ORDER  -  FIRST     CLASS II
 PW0167
 PW0167.The horizontal coordinates were scaled from a topographic map and have
 PW0167.an estimated accuracy of +/- 6 seconds.
 PW0167
 PW0167.The orthometric height was determined by differential leveling
 PW0167.and adjusted by the National Geodetic Survey in June 1991..
 PW0167
 PW0167.The geoid height was determined by GEOID03.
 PW0167
 PW0167.The dynamic height is computed by dividing the NAVD 88
 PW0167.geopotential number by the normal gravity value computed on the
 PW0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0167.degrees latitude (g = 980.6199 gals.).
 PW0167
 PW0167.The modeled gravity was interpolated from observed gravity values.
 PW0167
 PW0167;                    North         East    Units  Estimated Accuracy
 PW0167;SPC WYEC     -   561,300.      459,050.      MT  (+/- 180 meters Scaled)
 PW0167
 PW0167                          SUPERSEDED SURVEY CONTROL
 PW0167
 PW0167  NGVD 29 (??/??/92) 1356.048  (m)         4448.97   (f) ADJ UNCH    1 2
 PW0167
 PW0167.Superseded values are not recommended for survey control.
 PW0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0167.See file dsdata.txt to determine how the superseded data were derived.
 PW0167
 PW0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK740453(NAD 83)
 PW0167_MARKER: DB = BENCH MARK DISK
 PW0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0167_STAMPING: C 128 1957
 PW0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0167+STABILITY: SURFACE MOTION
 PW0167
 PW0167  HISTORY     - Date     Condition        Report By
 PW0167  HISTORY     - 1957     MONUMENTED       CGS
 PW0167
 PW0167                          STATION DESCRIPTION
 PW0167
 PW0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0167'11.2 MI W FROM CLEARMONT.
 PW0167'11.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0167'THE STATION AT CLEARMONT, AT ULM, 6 FEET SOUTH OF THE 4TH POLE EAST OF
 PW0167'MILEPOST 672, 65 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 39
 PW0167'FEET EAST OF THE NORTHEAST CORNER OF AN OLD SECTION HOUSE, 3 FEET EAST
 PW0167'OF A FENCE AROUND THE SAME HOUSE, 2 FEET SOUTH OF A WHITE WOODEN
 PW0167'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND IN THE
 PW0167'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0125 ***********************************************************************
 PW0125  DESIGNATION -  C 129
 PW0125  PID         -  PW0125
 PW0125  STATE/COUNTY-  WY/SHERIDAN
 PW0125  USGS QUAD   -  SHERIDAN (1977)
 PW0125
 PW0125                         *CURRENT SURVEY CONTROL
 PW0125  ___________________________________________________________________
 PW0125* NAD 83(1986)-  44 48 20.     (N)    106 57 10.     (W)     SCALED    
 PW0125* NAVD 88     -      1139.112  (meters)    3737.24   (feet)  ADJUSTED  
 PW0125  ___________________________________________________________________
 PW0125  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 PW0125  DYNAMIC HT  -        1138.711 (meters)    3735.92  (feet)  COMP
 PW0125  MODELED GRAV-     980,226.0   (mgal)                       NAVD 88
 PW0125
 PW0125  VERT ORDER  -  FIRST     CLASS II
 PW0125
 PW0125.The horizontal coordinates were scaled from a topographic map and have
 PW0125.an estimated accuracy of +/- 6 seconds.
 PW0125
 PW0125.The orthometric height was determined by differential leveling
 PW0125.and adjusted by the National Geodetic Survey in June 1991..
 PW0125
 PW0125.The geoid height was determined by GEOID03.
 PW0125
 PW0125.The dynamic height is computed by dividing the NAVD 88
 PW0125.geopotential number by the normal gravity value computed on the
 PW0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0125.degrees latitude (g = 980.6199 gals.).
 PW0125
 PW0125.The modeled gravity was interpolated from observed gravity values.
 PW0125
 PW0125;                    North         East    Units  Estimated Accuracy
 PW0125;SPC WYEC     -   578,330.      430,110.      MT  (+/- 180 meters Scaled)
 PW0125
 PW0125                          SUPERSEDED SURVEY CONTROL
 PW0125
 PW0125  NGVD 29 (??/??/92) 1138.397  (m)         3734.89   (f) ADJ UNCH    1 2
 PW0125
 PW0125.Superseded values are not recommended for survey control.
 PW0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0125.See file dsdata.txt to determine how the superseded data were derived.
 PW0125
 PW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK455632(NAD 83)
 PW0125_MARKER: DB = BENCH MARK DISK
 PW0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0125_SP_SET: BUILDING
 PW0125_STAMPING: C 129 1957
 PW0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0125
 PW0125  HISTORY     - Date     Condition        Report By
 PW0125  HISTORY     - 1957     MONUMENTED       CGS
 PW0125
 PW0125                          STATION DESCRIPTION
 PW0125
 PW0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0125'IN SHERIDAN.
 PW0125'AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION IN SHERIDAN,
 PW0125'SET VERTICALLY IN THE EAST FACE OF THE STATION, 24 FEET SOUTH OF THE
 PW0125'CENTER OF THE ENTRANCE TO THE TICKET OFFICE, 5 FEET NORTH OF THE
 PW0125'CENTER OF THE ENTRANCE OF THE RAILWAY EXPRESS AGENCY OFFICE, AND ABOUT
 PW0125'3 FEET ABOVE THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0222 ***********************************************************************
 PX0222  DESIGNATION -  C 13 RESET
 PX0222  PID         -  PX0222
 PX0222  STATE/COUNTY-  WY/PARK
 PX0222  USGS QUAD   -  FLAG PEAK (1991)
 PX0222
 PX0222                         *CURRENT SURVEY CONTROL
 PX0222  ___________________________________________________________________
 PX0222* NAD 83(1986)-  44 27 32.     (N)    109 33 44.     (W)     SCALED    
 PX0222* NAVD 88     -      1774.77   (+/-2cm)    5822.7    (feet)  VERTCON   
 PX0222  ___________________________________________________________________
 PX0222  GEOID HEIGHT-          -8.39  (meters)                     GEOID03
 PX0222
 PX0222  VERT ORDER  -  THIRD (See Below)
 PX0222
 PX0222.The horizontal coordinates were scaled from a topographic map and have
 PX0222.an estimated accuracy of +/- 6 seconds.
 PX0222
 PX0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0222.The vertical order pertains to the NGVD 29 superseded value.
 PX0222
 PX0222.The geoid height was determined by GEOID03.
 PX0222
 PX0222;                    North         East    Units  Estimated Accuracy
 PX0222;SPC WYWC     -   440,060.      535,360.      MT  (+/- 180 meters Scaled)
 PX0222
 PX0222                          SUPERSEDED SURVEY CONTROL
 PX0222
 PX0222  NGVD 29 (??/??/??) 1773.59   (m)         5818.9    (f) RESET       3  
 PX0222
 PX0222.Superseded values are not recommended for survey control.
 PX0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0222.See file dsdata.txt to determine how the superseded data were derived.
 PX0222
 PX0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ143238(NAD 83)
 PX0222_MARKER: DB = BENCH MARK DISK
 PX0222_SETTING: 66 = SET IN ROCK OUTCROP
 PX0222_SP_SET: BEDROCK
 PX0222_STAMPING: 5818.541 C 13
 PX0222_MARK LOGO: CGS   
 PX0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0222+STABILITY: POSITION/ELEVATION WELL
 PX0222
 PX0222  HISTORY     - Date     Condition        Report By
 PX0222  HISTORY     - 1930     MONUMENTED       CGS
 PX0222  HISTORY     - 1930     GOOD             NGS
 PX0222  HISTORY     - 1970     GOOD             USGS
 PX0222  HISTORY     - 20000712 MARK NOT FOUND   CGS
 PX0222
 PX0222                          STATION DESCRIPTION
 PX0222
 PX0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 PX0222'25.6 MI E FROM EAST ENTRANCE.
 PX0222'25.6 MI E ALONG U.S. HWY FROM EAST ENTRANCE, YELLOWSTONE NATIONAL
 PX0222'PARK, 582 FT E OF ENTRANCE TO HANGING ROCK CAMPGROUND, 23 FT S OF HWY.
 PX0222'A STD DISK STAMPED 5818.541 C 13 AND SET VERTICALLY IN BEDROCK LEVEL
 PX0222'WITH HWY.
 PX0222
 PX0222                          STATION RECOVERY (1970)
 PX0222
 PX0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PX0222'RECOVERED IN GOOD CONDITION.
 PX0222
 PX0222                          STATION RECOVERY (2000)
 PX0222
 PX0222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0222'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0199 ***********************************************************************
 PV0199  DESIGNATION -  C 130
 PV0199  PID         -  PV0199
 PV0199  STATE/COUNTY-  WY/CAMPBELL
 PV0199  USGS QUAD   -  GILLETTE EAST (1971)
 PV0199
 PV0199                         *CURRENT SURVEY CONTROL
 PV0199  ___________________________________________________________________
 PV0199* NAD 83(1986)-  44 18 21.     (N)    105 29 20.     (W)     SCALED    
 PV0199* NAVD 88     -      1398.882  (meters)    4589.50   (feet)  POSTED    
 PV0199  ___________________________________________________________________
 PV0199  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0199  DYNAMIC HT  -        1398.310 (meters)    4587.62  (feet)  COMP
 PV0199  MODELED GRAV-     980,162.2   (mgal)                       NAVD 88
 PV0199
 PV0199  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0199
 PV0199.The horizontal coordinates were scaled from a topographic map and have
 PV0199.an estimated accuracy of +/- 6 seconds.
 PV0199
 PV0199.The orthometric height was determined by differential leveling
 PV0199.and adjusted by the National Geodetic Survey in 1992..
 PV0199.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0199.rate of 0.0 thru 1.0 mm/km.
 PV0199
 PV0199.The geoid height was determined by GEOID03.
 PV0199
 PV0199.The dynamic height is computed by dividing the NAVD 88
 PV0199.geopotential number by the normal gravity value computed on the
 PV0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0199.degrees latitude (g = 980.6199 gals.).
 PV0199
 PV0199.The modeled gravity was interpolated from observed gravity values.
 PV0199
 PV0199;                    North         East    Units  Estimated Accuracy
 PV0199;SPC WY E     -   422,780.      174,290.      MT  (+/- 180 meters Scaled)
 PV0199
 PV0199                          SUPERSEDED SURVEY CONTROL
 PV0199
 PV0199  NGVD 29 (??/??/92) 1398.236  (m)         4587.38   (f) ADJ UNCH    1 2
 PV0199
 PV0199.Superseded values are not recommended for survey control.
 PV0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0199.See file dsdata.txt to determine how the superseded data were derived.
 PV0199
 PV0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK610059(NAD 83)
 PV0199_MARKER: DB = BENCH MARK DISK
 PV0199_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PV0199+WITH SETTING: INTO GROUND
 PV0199_STAMPING: C 130 1957
 PV0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0199+STABILITY: SURFACE MOTION
 PV0199
 PV0199  HISTORY     - Date     Condition        Report By
 PV0199  HISTORY     - 1957     MONUMENTED       CGS
 PV0199  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0199
 PV0199                          STATION DESCRIPTION
 PV0199
 PV0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0199'1.5 MI N FROM GILLETTE.
 PV0199'0.35 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0199'FROM THE STATION AT GILLETTE, 1.15 MILE NORTH ALONG THE
 PV0199'GILLETTE-BROADUS ROAD, ON THE CREST OF A HILL AND AT THE JUNCTION
 PV0199'OF A ROAD EAST, 120 FEET EAST OF THE CENTER LINE OF THE MAIN
 PV0199'ROAD, 119 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 77 FEET
 PV0199'SOUTHEAST OF A TELEPHONE POLE, 2 FEET WEST OF THE FENCE, A DISK
 PV0199'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 6 INCHES.
 PV0199
 PV0199                          STATION RECOVERY (1985)
 PV0199
 PV0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0199'NOT RECOVERED.  AREA DESCRIBED IS NOW A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0169 ***********************************************************************
 MQ0169  DESIGNATION -  C 131
 MQ0169  PID         -  MQ0169
 MQ0169  STATE/COUNTY-  WY/SWEETWATER
 MQ0169  USGS QUAD   -  KANDA (1978)
 MQ0169
 MQ0169                         *CURRENT SURVEY CONTROL
 MQ0169  ___________________________________________________________________
 MQ0169* NAD 83(1986)-  41 32 44.     (N)    109 19 58.     (W)     SCALED    
 MQ0169* NAVD 88     -      1894.468  (meters)    6215.43   (feet)  ADJUSTED  
 MQ0169  ___________________________________________________________________
 MQ0169  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 MQ0169  DYNAMIC HT  -        1892.846 (meters)    6210.11  (feet)  COMP
 MQ0169  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 MQ0169
 MQ0169  VERT ORDER  -  FIRST     CLASS II
 MQ0169
 MQ0169.The horizontal coordinates were scaled from a topographic map and have
 MQ0169.an estimated accuracy of +/- 6 seconds.
 MQ0169
 MQ0169.The orthometric height was determined by differential leveling
 MQ0169.and adjusted by the National Geodetic Survey in June 1991..
 MQ0169
 MQ0169.The geoid height was determined by GEOID03.
 MQ0169
 MQ0169.The dynamic height is computed by dividing the NAVD 88
 MQ0169.geopotential number by the normal gravity value computed on the
 MQ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0169.degrees latitude (g = 980.6199 gals.).
 MQ0169
 MQ0169.The modeled gravity was interpolated from observed gravity values.
 MQ0169
 MQ0169;                    North         East    Units  Estimated Accuracy
 MQ0169;SPC WYWC     -   116,270.      551,380.      MT  (+/- 180 meters Scaled)
 MQ0169
 MQ0169                          SUPERSEDED SURVEY CONTROL
 MQ0169
 MQ0169  NGVD 29 (06/08/92) 1893.163  (m)         6211.15   (f) ADJUSTED    1 2
 MQ0169
 MQ0169.Superseded values are not recommended for survey control.
 MQ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0169.See file dsdata.txt to determine how the superseded data were derived.
 MQ0169
 MQ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM390006(NAD 83)
 MQ0169_MARKER: DB = BENCH MARK DISK
 MQ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0169_STAMPING: C 131 1958
 MQ0169_MARK LOGO: CGS   
 MQ0169_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0169+STABILITY: SURFACE MOTION
 MQ0169
 MQ0169  HISTORY     - Date     Condition        Report By
 MQ0169  HISTORY     - 1958     MONUMENTED       CGS
 MQ0169  HISTORY     - 1983     GOOD             NGS
 MQ0169  HISTORY     - 19990112 GOOD             WYDT
 MQ0169
 MQ0169                          STATION DESCRIPTION
 MQ0169
 MQ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0169'6.85 MI SW FROM ROCK SPRINGS.
 MQ0169'ABOUT 6.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0169'STATION AT ROCK SPRINGS, 13 FEET NORTHEAST OF THE FOURTH TELEPHONE
 MQ0169'POLE NORTHEAST OF MILE POST 809, IN LINE WITH THE TELEPHONE POLES, 74
 MQ0169'FEET NORTHWEST OF THE NEAR RAIL, 2 1/2 FEET SOUTHWEST OF A METAL
 MQ0169'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 MQ0169'POST PROJECTING 6 INCHES.
 MQ0169
 MQ0169                          STATION RECOVERY (1983)
 MQ0169
 MQ0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0169'RECOVERED IN GOOD CONDITION.
 MQ0169
 MQ0169                          STATION RECOVERY (1999)
 MQ0169
 MQ0169'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0169'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0169'307-777-3819.  RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0275 ***********************************************************************
 MQ0275  DESIGNATION -  C 132
 MQ0275  PID         -  MQ0275
 MQ0275  STATE/COUNTY-  WY/SWEETWATER
 MQ0275  USGS QUAD   -  GRANGER (1980)
 MQ0275
 MQ0275                         *CURRENT SURVEY CONTROL
 MQ0275  ___________________________________________________________________
 MQ0275* NAD 83(1986)-  41 33 52.     (N)    109 58 44.     (W)     SCALED    
 MQ0275* NAVD 88     -      1922.398  (meters)    6307.07   (feet)  ADJUSTED  
 MQ0275  ___________________________________________________________________
 MQ0275  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 MQ0275  DYNAMIC HT  -        1920.749 (meters)    6301.66  (feet)  COMP
 MQ0275  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 MQ0275
 MQ0275  VERT ORDER  -  FIRST     CLASS II
 MQ0275
 MQ0275.The horizontal coordinates were scaled from a topographic map and have
 MQ0275.an estimated accuracy of +/- 6 seconds.
 MQ0275
 MQ0275.The orthometric height was determined by differential leveling
 MQ0275.and adjusted by the National Geodetic Survey in June 1991..
 MQ0275
 MQ0275.The geoid height was determined by GEOID03.
 MQ0275
 MQ0275.The dynamic height is computed by dividing the NAVD 88
 MQ0275.geopotential number by the normal gravity value computed on the
 MQ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0275.degrees latitude (g = 980.6199 gals.).
 MQ0275
 MQ0275.The modeled gravity was interpolated from observed gravity values.
 MQ0275
 MQ0275;                    North         East    Units  Estimated Accuracy
 MQ0275;SPC WYWC     -   118,930.      497,500.      MT  (+/- 180 meters Scaled)
 MQ0275
 MQ0275                          SUPERSEDED SURVEY CONTROL
 MQ0275
 MQ0275  NGVD 29 (??/??/92) 1921.086  (m)         6302.76   (f) ADJ UNCH    1 2
 MQ0275
 MQ0275.Superseded values are not recommended for survey control.
 MQ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0275.See file dsdata.txt to determine how the superseded data were derived.
 MQ0275
 MQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM851019(NAD 83)
 MQ0275_MARKER: DB = BENCH MARK DISK
 MQ0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0275_SP_SET: FOUNDATION
 MQ0275_STAMPING: C 132 1958
 MQ0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0275
 MQ0275  HISTORY     - Date     Condition        Report By
 MQ0275  HISTORY     - 1958     MONUMENTED       CGS
 MQ0275
 MQ0275                          STATION DESCRIPTION
 MQ0275
 MQ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0275'3.05 MI SE FROM GRANGER.
 MQ0275'ABOUT 1.4 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0275'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 1.05 MILES WEST
 MQ0275'ALONG AN ASPHALT ROAD, THENCE ABOUT 0.6 MILE SOUTH ALONG A GRAVELED
 MQ0275'ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, IN THE
 MQ0275'TOP OF THE SOUTH SIDE OF THE CONCRETE FOUNDATION OF THE TELEVISION
 MQ0275'TOWER, AT THE SERVICE PIPE LINE COMPANY AIRPORT AND BOOSTER STATION,
 MQ0275'272 FEET EAST OF THE SOUTHEAST CORNER OF THE BOOSTER STATION, AND
 MQ0275'ABOUT 5 INCHES BELOW THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0019 ***********************************************************************
 MR0019  DESIGNATION -  C 133
 MR0019  PID         -  MR0019
 MR0019  STATE/COUNTY-  WY/UINTA
 MR0019  USGS QUAD   -  HAMPTON (1969)
 MR0019
 MR0019                         *CURRENT SURVEY CONTROL
 MR0019  ___________________________________________________________________
 MR0019* NAD 83(1986)-  41 32 24.     (N)    110 15 26.     (W)     SCALED    
 MR0019* NAVD 88     -      1936.815  (meters)    6354.37   (feet)  ADJUSTED  
 MR0019  ___________________________________________________________________
 MR0019  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 MR0019  DYNAMIC HT  -        1935.143 (meters)    6348.88  (feet)  COMP
 MR0019  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 MR0019
 MR0019  VERT ORDER  -  FIRST     CLASS II
 MR0019
 MR0019.The horizontal coordinates were scaled from a topographic map and have
 MR0019.an estimated accuracy of +/- 6 seconds.
 MR0019
 MR0019.The orthometric height was determined by differential leveling
 MR0019.and adjusted by the National Geodetic Survey in June 1991..
 MR0019
 MR0019.The geoid height was determined by GEOID03.
 MR0019
 MR0019.The dynamic height is computed by dividing the NAVD 88
 MR0019.geopotential number by the normal gravity value computed on the
 MR0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0019.degrees latitude (g = 980.6199 gals.).
 MR0019
 MR0019.The modeled gravity was interpolated from observed gravity values.
 MR0019
 MR0019;                    North         East    Units  Estimated Accuracy
 MR0019;SPC WY W     -   215,500.      785,490.      MT  (+/- 180 meters Scaled)
 MR0019
 MR0019                          SUPERSEDED SURVEY CONTROL
 MR0019
 MR0019  NGVD 29 (06/08/92) 1935.520  (m)         6350.12   (f) ADJUSTED    1 2
 MR0019
 MR0019.Superseded values are not recommended for survey control.
 MR0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0019.See file dsdata.txt to determine how the superseded data were derived.
 MR0019
 MR0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL619989(NAD 83)
 MR0019_MARKER: DB = BENCH MARK DISK
 MR0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0019_STAMPING: C 133 1958
 MR0019_MARK LOGO: CGS   
 MR0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0019+STABILITY: SURFACE MOTION
 MR0019
 MR0019  HISTORY     - Date     Condition        Report By
 MR0019  HISTORY     - 1958     MONUMENTED       CGS
 MR0019  HISTORY     - 1983     GOOD             NGS
 MR0019
 MR0019                          STATION DESCRIPTION
 MR0019
 MR0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0019'12.5 MI NE FROM CARTER.
 MR0019'ABOUT 12.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0019'STATION AT CARTER, 71 FEET SOUTHEAST OF MILEPOST 863, 117 FEET SOUTH
 MR0019'OF THE SOUTH RAIL, IN LINE WITH THE TELEPHONE POLES CROSSING OVER THE
 MR0019'TRACKS, 11 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 18 1/2 FEET SOUTH
 MR0019'OF THE SOUTH RIGHT OF WAY FENCE, 1 1/2 FEET NORTHWEST OF A CONCRETE
 MR0019'WITNESS POST, ABOUT 4 FEET BELOW THE TRACKS, AND IN THE TOP OF A
 MR0019'CONCRETE POST PROJECTING 6 INCHES.
 MR0019
 MR0019                          STATION RECOVERY (1983)
 MR0019
 MR0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0147 ***********************************************************************
 MR0147  DESIGNATION -  C 134
 MR0147  PID         -  MR0147
 MR0147  STATE/COUNTY-  WY/UINTA
 MR0147  USGS QUAD   -  EVANSTON (1978)
 MR0147
 MR0147                         *CURRENT SURVEY CONTROL
 MR0147  ___________________________________________________________________
 MR0147* NAD 83(1986)-  41 15 14.     (N)    110 56 10.     (W)     SCALED    
 MR0147* NAVD 88     -      2080.117  (meters)    6824.52   (feet)  ADJUSTED  
 MR0147  ___________________________________________________________________
 MR0147  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 MR0147  DYNAMIC HT  -        2078.183 (meters)    6818.17  (feet)  COMP
 MR0147  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 MR0147
 MR0147  VERT ORDER  -  FIRST     CLASS II
 MR0147
 MR0147.The horizontal coordinates were scaled from a topographic map and have
 MR0147.an estimated accuracy of +/- 6 seconds.
 MR0147
 MR0147.The orthometric height was determined by differential leveling
 MR0147.and adjusted by the National Geodetic Survey in June 1991..
 MR0147
 MR0147.The geoid height was determined by GEOID03.
 MR0147
 MR0147.The dynamic height is computed by dividing the NAVD 88
 MR0147.geopotential number by the normal gravity value computed on the
 MR0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0147.degrees latitude (g = 980.6199 gals.).
 MR0147
 MR0147.The modeled gravity was interpolated from observed gravity values.
 MR0147
 MR0147;                    North         East    Units  Estimated Accuracy
 MR0147;SPC WY W     -   184,070.      728,530.      MT  (+/- 180 meters Scaled)
 MR0147
 MR0147                          SUPERSEDED SURVEY CONTROL
 MR0147
 MR0147  NGVD 29 (??/??/92) 2078.70   (m)         6819.9    (f) COMPUTED    1 2
 MR0147
 MR0147.Superseded values are not recommended for survey control.
 MR0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0147.See file dsdata.txt to determine how the superseded data were derived.
 MR0147
 MR0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL053669(NAD 83)
 MR0147_MARKER: DB = BENCH MARK DISK
 MR0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0147_STAMPING: C 134 1958
 MR0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0147+STABILITY: SURFACE MOTION
 MR0147
 MR0147  HISTORY     - Date     Condition        Report By
 MR0147  HISTORY     - 1958     MONUMENTED       CGS
 MR0147  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0147
 MR0147                          STATION DESCRIPTION
 MR0147
 MR0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0147'2.1 MI SE FROM EVANSTON.
 MR0147'ABOUT 2.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0147'STATION AT EVANSTON, 22 FEET NORTHWEST OF THE 5TH POLE NORTHWEST OF
 MR0147'MILEPOST 915, AT A PRIVATE ROAD CROSSING, 87 FEET SOUTHWEST OF THE
 MR0147'SOUTHWEST RAIL, 125 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 MR0147'CROSSING, 2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 MR0147'ABOVE THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 MR0147'PROJECTING 5 INCHES.
 MR0147
 MR0147                          STATION RECOVERY (1983)
 MR0147
 MR0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0111 ***********************************************************************
 MR0111  DESIGNATION -  C 135
 MR0111  PID         -  MR0111
 MR0111  STATE/COUNTY-  WY/UINTA
 MR0111  USGS QUAD   -  BRIDGER (1978)
 MR0111
 MR0111                         *CURRENT SURVEY CONTROL
 MR0111  ___________________________________________________________________
 MR0111* NAD 83(1986)-  41 23 32.     (N)    110 34 42.     (W)     SCALED    
 MR0111* NAVD 88     -      2017.388  (meters)    6618.71   (feet)  ADJUSTED  
 MR0111  ___________________________________________________________________
 MR0111  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 MR0111  DYNAMIC HT  -        2015.615 (meters)    6612.90  (feet)  COMP
 MR0111  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 MR0111
 MR0111  VERT ORDER  -  FIRST     CLASS II
 MR0111
 MR0111.The horizontal coordinates were scaled from a topographic map and have
 MR0111.an estimated accuracy of +/- 6 seconds.
 MR0111
 MR0111.The orthometric height was determined by differential leveling
 MR0111.and adjusted by the National Geodetic Survey in June 1991..
 MR0111
 MR0111.The geoid height was determined by GEOID03.
 MR0111
 MR0111.The dynamic height is computed by dividing the NAVD 88
 MR0111.geopotential number by the normal gravity value computed on the
 MR0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0111.degrees latitude (g = 980.6199 gals.).
 MR0111
 MR0111.The modeled gravity was interpolated from observed gravity values.
 MR0111
 MR0111;                    North         East    Units  Estimated Accuracy
 MR0111;SPC WY W     -   199,200.      758,600.      MT  (+/- 180 meters Scaled)
 MR0111
 MR0111                          SUPERSEDED SURVEY CONTROL
 MR0111
 MR0111  NGVD 29 (06/08/92) 2016.113  (m)         6614.53   (f) ADJUSTED    1 2
 MR0111
 MR0111.Superseded values are not recommended for survey control.
 MR0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0111.See file dsdata.txt to determine how the superseded data were derived.
 MR0111
 MR0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL352823(NAD 83)
 MR0111_MARKER: DB = BENCH MARK DISK
 MR0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0111_SP_SET: CULVERT
 MR0111_STAMPING: C 135 1958
 MR0111_MARK LOGO: CGS   
 MR0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0111
 MR0111  HISTORY     - Date     Condition        Report By
 MR0111  HISTORY     - 1958     MONUMENTED       CGS
 MR0111  HISTORY     - 1983     GOOD             NGS
 MR0111
 MR0111                          STATION DESCRIPTION
 MR0111
 MR0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0111'9.35 MI SW FROM CARTER.
 MR0111'ABOUT 9.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0111'STATION AT CARTER, 4 1/2 POLES NORTHEAST OF MILEPOST 885, IN THE TOP
 MR0111'OF THE NORTH WING WALL OF THE NORTHWEST STONE HEAD WALL OF A 24-INCH
 MR0111'CAST IRON PIPE CULVERT 884.89, ABOUT 0.6 MILE NORTHEAST OF THE BRIDGER
 MR0111'STATION SIGN, 23 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2
 MR0111'FEET BELOW THE LEVEL OF THE TRACKS.
 MR0111
 MR0111                          STATION RECOVERY (1983)
 MR0111
 MR0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0083 ***********************************************************************
 OW0083  DESIGNATION -  C 136
 OW0083  PID         -  OW0083
 OW0083  STATE/COUNTY-  WY/FREMONT
 OW0083  USGS QUAD   -  RIVERTON WEST (1978)
 OW0083
 OW0083                         *CURRENT SURVEY CONTROL
 OW0083  ___________________________________________________________________
 OW0083* NAD 83(1986)-  43 03 40.     (N)    108 27 21.     (W)     SCALED    
 OW0083* NAVD 88     -      1664.324  (meters)    5460.37   (feet)  ADJUSTED  
 OW0083  ___________________________________________________________________
 OW0083  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 OW0083  DYNAMIC HT  -        1663.188 (meters)    5456.64  (feet)  COMP
 OW0083  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 OW0083
 OW0083  VERT ORDER  -  SECOND    CLASS 0
 OW0083
 OW0083.This mark is at Riverton Regional Airport (RIW)
 OW0083
 OW0083.The horizontal coordinates were scaled from a topographic map and have
 OW0083.an estimated accuracy of +/- 6 seconds.
 OW0083
 OW0083.The orthometric height was determined by differential leveling
 OW0083.and adjusted by the National Geodetic Survey in June 1991..
 OW0083
 OW0083.The geoid height was determined by GEOID03.
 OW0083
 OW0083.The dynamic height is computed by dividing the NAVD 88
 OW0083.geopotential number by the normal gravity value computed on the
 OW0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0083.degrees latitude (g = 980.6199 gals.).
 OW0083
 OW0083.The modeled gravity was interpolated from observed gravity values.
 OW0083
 OW0083;                    North         East    Units  Estimated Accuracy
 OW0083;SPC WYWC     -   284,480.      623,960.      MT  (+/- 180 meters Scaled)
 OW0083
 OW0083                          SUPERSEDED SURVEY CONTROL
 OW0083
 OW0083  NGVD 29 (??/??/92) 1663.295  (m)         5456.99   (f) ADJ UNCH    2 0
 OW0083
 OW0083.Superseded values are not recommended for survey control.
 OW0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0083.See file dsdata.txt to determine how the superseded data were derived.
 OW0083
 OW0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN071707(NAD 83)
 OW0083_MARKER: DB = BENCH MARK DISK
 OW0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0083_SP_SET: BUILDING
 OW0083_STAMPING: C 136 1964
 OW0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0083
 OW0083  HISTORY     - Date     Condition        Report By
 OW0083  HISTORY     - 1964     MONUMENTED       CGS
 OW0083  HISTORY     - 1979     GOOD             NGS
 OW0083
 OW0083                          STATION DESCRIPTION
 OW0083
 OW0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 OW0083'IN RIVERTON.
 OW0083'4.7 MILES WEST OF RIVERTON, WYOMING AT THE TERMINAL BUILDING OF THE
 OW0083'RIVERTON MUNICIPAL AIRPORT AND LOCATED IN THE BRICK FACING OF THE
 OW0083'TERMINAL BUILDING.  5 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE TO
 OW0083'THE BUILDING.  2.5 FEET ABOVE THE CONCRETE STEPS OF THE ENTRANCE AND
 OW0083'10 INCHES SOUTH OF THE SOUTH EDGE OF DOOR.  A STANDARD BENCH MARK DISK
 OW0083'STAMPED C 136 1964 SET IN A DRILL HOLE VERTICALLY IN THE BRICK FACING
 OW0083'OF THE TERMINAL BUILDING.
 OW0083
 OW0083                          STATION RECOVERY (1979)
 OW0083
 OW0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OW0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0355 ***********************************************************************
 PY0355  DESIGNATION -  C 14
 PY0355  PID         -  PY0355
 PY0355  STATE/COUNTY-  WY/PARK
 PY0355  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0355
 PY0355                         *CURRENT SURVEY CONTROL
 PY0355  ___________________________________________________________________
 PY0355* NAD 83(1986)-  44 39 02.     (N)    111 01 14.     (W)     SCALED    
 PY0355* NAVD 88     -      2045.746  (meters)    6711.75   (feet)  ADJUSTED  
 PY0355  ___________________________________________________________________
 PY0355  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 PY0355  DYNAMIC HT  -        2044.574 (meters)    6707.91  (feet)  COMP
 PY0355  MODELED GRAV-     979,971.3   (mgal)                       NAVD 88
 PY0355
 PY0355  VERT ORDER  -  FIRST     CLASS II
 PY0355
 PY0355.The horizontal coordinates were scaled from a topographic map and have
 PY0355.an estimated accuracy of +/- 6 seconds.
 PY0355
 PY0355.The orthometric height was determined by differential leveling
 PY0355.and adjusted by the National Geodetic Survey in June 1991..
 PY0355
 PY0355.The geoid height was determined by GEOID03.
 PY0355
 PY0355.The dynamic height is computed by dividing the NAVD 88
 PY0355.geopotential number by the normal gravity value computed on the
 PY0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0355.degrees latitude (g = 980.6199 gals.).
 PY0355
 PY0355.The modeled gravity was interpolated from observed gravity values.
 PY0355
 PY0355;                    North         East    Units  Estimated Accuracy
 PY0355;SPC WYWC     -   463,540.      419,900.      MT  (+/- 180 meters Scaled)
 PY0355
 PY0355                          SUPERSEDED SURVEY CONTROL
 PY0355
 PY0355  NGVD 29 (08/20/92) 2044.490  (m)         6707.63   (f) ADJUSTED    1 2
 PY0355
 PY0355.Superseded values are not recommended for survey control.
 PY0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0355.See file dsdata.txt to determine how the superseded data were derived.
 PY0355
 PY0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ983441(NAD 83)
 PY0355_MARKER: DB = BENCH MARK DISK
 PY0355_SETTING: 80 = SET IN A BOULDER
 PY0355_SP_SET: BOULDER
 PY0355_STAMPING: C 14 1923 6706.660
 PY0355_MARK LOGO: CGS   
 PY0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0355+STABILITY: SURFACE MOTION
 PY0355
 PY0355  HISTORY     - Date     Condition        Report By
 PY0355  HISTORY     - 1923     MONUMENTED       CGS
 PY0355  HISTORY     - 1959     GOOD             NGS
 PY0355  HISTORY     - 1960     GOOD             NGS
 PY0355  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0355  HISTORY     - 1987     GOOD             NGS
 PY0355
 PY0355                          STATION DESCRIPTION
 PY0355
 PY0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PY0355'4.1 MI E FROM WEST YELLOWSTONE.
 PY0355'ABOUT 4.1 MILES EAST ALONG THE WEST ENTRANCE ROAD TO THE YELLOWSTONE
 PY0355'NATIONAL PARK FROM THE UNION PACIFIC RAILROAD STATION AT WEST
 PY0355'YELLOWSTONE, MONTANA, IN YELLOWSTONE NATIONAL PARK, 28 FEET NORTH OF
 PY0355'THE CENTER LINE OF THE ROAD, IN THE TOP OF A ROUND ROCK WHICH PROJECTS
 PY0355'ABOUT 1 FOOT, ABOUT 0.15 MILE WEST OF A CURVE IN THE ROAD, AND ABOUT 3
 PY0355'FEET BELOW THE LEVEL OF THE ROAD.
 PY0355
 PY0355                          STATION RECOVERY (1960)
 PY0355
 PY0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 PY0355'RECOVERED IN GOOD CONDITION.
 PY0355
 PY0355                          STATION RECOVERY (1983)
 PY0355
 PY0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0355'MARK NOT FOUND.
 PY0355
 PY0355                          STATION RECOVERY (1987)
 PY0355
 PY0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0287 ***********************************************************************
 MR0287  DESIGNATION -  C 140
 MR0287  PID         -  MR0287
 MR0287  STATE/COUNTY-  WY/UINTA
 MR0287  USGS QUAD   -  WAHSATCH (1991)
 MR0287
 MR0287                         *CURRENT SURVEY CONTROL
 MR0287  ___________________________________________________________________
 MR0287* NAD 83(1986)-  41 14 57.     (N)    111 01 55.     (W)     SCALED    
 MR0287* NAVD 88     -      2050.728  (meters)    6728.10   (feet)  ADJUSTED  
 MR0287  ___________________________________________________________________
 MR0287  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 MR0287  DYNAMIC HT  -        2048.841 (meters)    6721.91  (feet)  COMP
 MR0287  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 MR0287
 MR0287  VERT ORDER  -  FIRST     CLASS II
 MR0287
 MR0287.The horizontal coordinates were scaled from a topographic map and have
 MR0287.an estimated accuracy of +/- 6 seconds.
 MR0287
 MR0287.The orthometric height was determined by differential leveling
 MR0287.and adjusted by the National Geodetic Survey in June 1991..
 MR0287
 MR0287.The geoid height was determined by GEOID03.
 MR0287
 MR0287.The dynamic height is computed by dividing the NAVD 88
 MR0287.geopotential number by the normal gravity value computed on the
 MR0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0287.degrees latitude (g = 980.6199 gals.).
 MR0287
 MR0287.The modeled gravity was interpolated from observed gravity values.
 MR0287
 MR0287;                    North         East    Units  Estimated Accuracy
 MR0287;SPC WY W     -   183,630.      720,490.      MT  (+/- 180 meters Scaled)
 MR0287
 MR0287                          SUPERSEDED SURVEY CONTROL
 MR0287
 MR0287  NGVD 29 (06/08/92) 2049.431  (m)         6723.84   (f) ADJUSTED    1 2
 MR0287
 MR0287.Superseded values are not recommended for survey control.
 MR0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0287.See file dsdata.txt to determine how the superseded data were derived.
 MR0287
 MR0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL973664(NAD 83)
 MR0287_MARKER: DB = BENCH MARK DISK
 MR0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0287_SP_SET: ABUTMENT
 MR0287_STAMPING: C 140 1958
 MR0287_MARK LOGO: CGS   
 MR0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0287
 MR0287  HISTORY     - Date     Condition        Report By
 MR0287  HISTORY     - 1958     MONUMENTED       CGS
 MR0287  HISTORY     - 1983     GOOD             NGS
 MR0287
 MR0287                          STATION DESCRIPTION
 MR0287
 MR0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0287'4.85 MI SW FROM EVANSTON.
 MR0287'ABOUT 4.85 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0287'STATION AT EVANSTON, OR ABOUT 5.45 MILES NORTHEAST ALONG THE UNION
 MR0287'PACIFIC RAILROAD FROM THE STATION AT WAHSATCH, ABOUT 0.05 MILE WEST OF
 MR0287'MILEPOST 922, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 MR0287'ABUTMENT OF BRIDGE 922.03, ABOUT 0.75 MILE EAST OF THE WYOMING AND
 MR0287'UTAH STATE LINE, 7 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS, AND
 MR0287'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 MR0287
 MR0287                          STATION RECOVERY (1983)
 MR0287
 MR0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0287'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0287'FOLLOWING EXCEPTIONS, CHANGE=THE MARK IS IN BRIDGE NUMBER 922.02 AND
 MR0287'NOT 922.03.  CHANGE=THE STATE IS WYOMING NOT UTAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0054 ***********************************************************************
 NR0054  DESIGNATION -  C 141
 NR0054  PID         -  NR0054
 NR0054  STATE/COUNTY-  WY/NATRONA
 NR0054  USGS QUAD   -  FREELAND (1960)
 NR0054
 NR0054                         *CURRENT SURVEY CONTROL
 NR0054  ___________________________________________________________________
 NR0054* NAD 83(1986)-  42 37 59.     (N)    106 22 49.     (W)     SCALED    
 NR0054* NAVD 88     -      1792.172  (meters)    5879.82   (feet)  ADJUSTED  
 NR0054  ___________________________________________________________________
 NR0054  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 NR0054  DYNAMIC HT  -        1790.972 (meters)    5875.88  (feet)  COMP
 NR0054  MODELED GRAV-     979,886.8   (mgal)                       NAVD 88
 NR0054
 NR0054  VERT ORDER  -  SECOND    CLASS 0
 NR0054
 NR0054.The horizontal coordinates were scaled from a topographic map and have
 NR0054.an estimated accuracy of +/- 6 seconds.
 NR0054
 NR0054.The orthometric height was determined by differential leveling
 NR0054.and adjusted by the National Geodetic Survey in June 1991..
 NR0054
 NR0054.The geoid height was determined by GEOID03.
 NR0054
 NR0054.The dynamic height is computed by dividing the NAVD 88
 NR0054.geopotential number by the normal gravity value computed on the
 NR0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0054.degrees latitude (g = 980.6199 gals.).
 NR0054
 NR0054.The modeled gravity was interpolated from observed gravity values.
 NR0054
 NR0054;                    North         East    Units  Estimated Accuracy
 NR0054;SPC WYEC     -   337,330.      478,170.      MT  (+/- 180 meters Scaled)
 NR0054
 NR0054                          SUPERSEDED SURVEY CONTROL
 NR0054
 NR0054  NGVD 29 (??/??/92) 1791.244  (m)         5876.77   (f) ADJ UNCH    2 0
 NR0054
 NR0054.Superseded values are not recommended for survey control.
 NR0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0054.See file dsdata.txt to determine how the superseded data were derived.
 NR0054
 NR0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH868209(NAD 83)
 NR0054_MARKER: DB = BENCH MARK DISK
 NR0054_SETTING: 80 = SET IN A BOULDER
 NR0054_SP_SET: BOULDER
 NR0054_STAMPING: C 141 1959
 NR0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0054+STABILITY: SURFACE MOTION
 NR0054
 NR0054  HISTORY     - Date     Condition        Report By
 NR0054  HISTORY     - 1959     MONUMENTED       CGS
 NR0054
 NR0054                          STATION DESCRIPTION
 NR0054
 NR0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0054'26.7 MI S FROM CASPER.
 NR0054'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0054'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0054'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0054'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0054'ROAD, THENCE ABOUT 1.9 MILES SOUTHEAST ALONG A DIRT ROAD, 22 FEET
 NR0054'NORTH OF THE CENTER LINE OF THE ROAD, IN SECTION 23, R 80 W, T 31 N,
 NR0054'ABOUT 0.1 MILE SOUTHWEST OF MARTIN RANCH HOUSE, ABOUT MIDWAY BETWEEN 2
 NR0054'POWER POLES 1 FOOT SOUTH OF A SMALL CAIRN, IN THE TOP OF A FLAT
 NR0054'BOULDER WHICH PROJECTS 2 INCHES, 219 FEET WEST OF A CATTLE GUARD, AND
 NR0054'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0087 ***********************************************************************
 NR0087  DESIGNATION -  C 142
 NR0087  PID         -  NR0087
 NR0087  STATE/COUNTY-  WY/CARBON
 NR0087  USGS QUAD   -  MOSS AGATE RESERVOIR (1984)
 NR0087
 NR0087                         *CURRENT SURVEY CONTROL
 NR0087  ___________________________________________________________________
 NR0087* NAD 83(1986)-  42 15 03.     (N)    106 07 45.     (W)     SCALED    
 NR0087* NAVD 88     -      2103.292  (meters)    6900.55   (feet)  ADJUSTED  
 NR0087  ___________________________________________________________________
 NR0087  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 NR0087  DYNAMIC HT  -        2101.638 (meters)    6895.12  (feet)  COMP
 NR0087  MODELED GRAV-     979,759.7   (mgal)                       NAVD 88
 NR0087
 NR0087  VERT ORDER  -  SECOND    CLASS 0
 NR0087
 NR0087.The horizontal coordinates were scaled from a topographic map and have
 NR0087.an estimated accuracy of +/- 6 seconds.
 NR0087
 NR0087.The orthometric height was determined by differential leveling
 NR0087.and adjusted by the National Geodetic Survey in June 1991..
 NR0087
 NR0087.The geoid height was determined by GEOID03.
 NR0087
 NR0087.The dynamic height is computed by dividing the NAVD 88
 NR0087.geopotential number by the normal gravity value computed on the
 NR0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0087.degrees latitude (g = 980.6199 gals.).
 NR0087
 NR0087.The modeled gravity was interpolated from observed gravity values.
 NR0087
 NR0087;                    North         East    Units  Estimated Accuracy
 NR0087;SPC WYEC     -   295,140.      499,370.      MT  (+/- 180 meters Scaled)
 NR0087
 NR0087                          SUPERSEDED SURVEY CONTROL
 NR0087
 NR0087  NGVD 29 (??/??/92) 2102.230  (m)         6897.07   (f) ADJ UNCH    2 0
 NR0087
 NR0087.Superseded values are not recommended for survey control.
 NR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0087.See file dsdata.txt to determine how the superseded data were derived.
 NR0087
 NR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG068782(NAD 83)
 NR0087_MARKER: DB = BENCH MARK DISK
 NR0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0087_STAMPING: C 142 1959
 NR0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0087+STABILITY: SURFACE MOTION
 NR0087
 NR0087  HISTORY     - Date     Condition        Report By
 NR0087  HISTORY     - 1959     MONUMENTED       CGS
 NR0087
 NR0087                          STATION DESCRIPTION
 NR0087
 NR0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0087'28.05 MI N FROM MEDICINE BOW.
 NR0087'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0087'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0087'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0087'ABOUT 8.95 MILES NORTHEAST ALONG A DIRT ROAD, 57 FEET WEST OF THE
 NR0087'CENTER LINE OF THE ROAD, IN SECTION 1, R 78 W, T 26 N, ABOUT 0.25 MILE
 NR0087'SOUTH OF LITTLE MEDICINE BOW RIVER BRIDGE, ABOUT LEVEL WITH THE ROAD,
 NR0087'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0332 ***********************************************************************
 NQ0332  DESIGNATION -  C 143
 NQ0332  PID         -  NQ0332
 NQ0332  STATE/COUNTY-  WY/PLATTE
 NQ0332  USGS QUAD   -  HIGHTOWER (1981)
 NQ0332
 NQ0332                         *CURRENT SURVEY CONTROL
 NQ0332  ___________________________________________________________________
 NQ0332* NAD 83(1986)-  42 04 29.     (N)    105 02 26.     (W)     SCALED    
 NQ0332* NAVD 88     -      1444.695  (meters)    4739.80   (feet)  ADJUSTED  
 NQ0332  ___________________________________________________________________
 NQ0332  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 NQ0332  DYNAMIC HT  -        1443.769 (meters)    4736.77  (feet)  COMP
 NQ0332  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 NQ0332
 NQ0332  VERT ORDER  -  SECOND    CLASS 0
 NQ0332
 NQ0332.The horizontal coordinates were scaled from a topographic map and have
 NQ0332.an estimated accuracy of +/- 6 seconds.
 NQ0332
 NQ0332.The orthometric height was determined by differential leveling
 NQ0332.and adjusted by the National Geodetic Survey in June 1991..
 NQ0332
 NQ0332.The geoid height was determined by GEOID03.
 NQ0332
 NQ0332.The dynamic height is computed by dividing the NAVD 88
 NQ0332.geopotential number by the normal gravity value computed on the
 NQ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0332.degrees latitude (g = 980.6199 gals.).
 NQ0332
 NQ0332.The modeled gravity was interpolated from observed gravity values.
 NQ0332
 NQ0332;                    North         East    Units  Estimated Accuracy
 NQ0332;SPC WY E     -   174,890.      210,440.      MT  (+/- 180 meters Scaled)
 NQ0332
 NQ0332                          SUPERSEDED SURVEY CONTROL
 NQ0332
 NQ0332  NGVD 29 (??/??/92) 1443.901  (m)         4737.20   (f) ADJ UNCH    2 0
 NQ0332
 NQ0332.Superseded values are not recommended for survey control.
 NQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0332.See file dsdata.txt to determine how the superseded data were derived.
 NQ0332
 NQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG966580(NAD 83)
 NQ0332_MARKER: DB = BENCH MARK DISK
 NQ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0332_STAMPING: C 143 1959
 NQ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0332+STABILITY: SURFACE MOTION
 NQ0332
 NQ0332  HISTORY     - Date     Condition        Report By
 NQ0332  HISTORY     - 1959     MONUMENTED       CGS
 NQ0332
 NQ0332                          STATION DESCRIPTION
 NQ0332
 NQ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0332'6.1 MI NW FROM WHEATLAND.
 NQ0332'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0332'FROM THE STATION AT WHEATLAND, THENCE ABOUT 5.7 MILES NORTHWEST
 NQ0332'ALONG STATE HIGHWAY 107, IN THE NORTHWEST CORNER OF SECTION 8,
 NQ0332'T 24 N, R 68 W, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NQ0332'ABOUT 300 FEET NORTH OF A FARMHOUSE, 68 FEET SOUTHEAST OF THE
 NQ0332'CENTER OF THE INTERSECTION OF A GRAVELED ROAD, 44 FEET SOUTH OF
 NQ0332'THE CENTER LINE OF THE GRAVELED ROAD, 38 FEET WEST OF A 40-INCH
 NQ0332'COTTONWOOD TREE, 23 FEET NORTHEAST OF A 36-INCH COTTONWOOD
 NQ0332'TREE, 8 1/2 FEET SOUTH OF A POWER POLE WITH THREE BRACES, 3.8
 NQ0332'FEET SOUTH OF STATE HIGHWAY DEPARTMENT MARKER STATION NO. 52-75,
 NQ0332'ELEVATION 4737.11, 1.0 FOOT EAST OF A METAL WITNESS POST, AND IN
 NQ0332'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0363 ***********************************************************************
 NQ0363  DESIGNATION -  C 144
 NQ0363  PID         -  NQ0363
 NQ0363  STATE/COUNTY-  WY/ALBANY
 NQ0363  USGS QUAD   -  DAVIDSON FLATS (1992)
 NQ0363
 NQ0363                         *CURRENT SURVEY CONTROL
 NQ0363  ___________________________________________________________________
 NQ0363* NAD 83(1986)-  42 07 14.     (N)    105 25 32.     (W)     SCALED    
 NQ0363* NAVD 88     -      2130.899  (meters)    6991.12   (feet)  ADJUSTED  
 NQ0363  ___________________________________________________________________
 NQ0363  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 NQ0363  DYNAMIC HT  -        2129.325 (meters)    6985.96  (feet)  COMP
 NQ0363  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 NQ0363
 NQ0363  VERT ORDER  -  SECOND    CLASS 0
 NQ0363
 NQ0363.The horizontal coordinates were scaled from a topographic map and have
 NQ0363.an estimated accuracy of +/- 6 seconds.
 NQ0363
 NQ0363.The orthometric height was determined by differential leveling
 NQ0363.and adjusted by the National Geodetic Survey in June 1991..
 NQ0363
 NQ0363.The geoid height was determined by GEOID03.
 NQ0363
 NQ0363.The dynamic height is computed by dividing the NAVD 88
 NQ0363.geopotential number by the normal gravity value computed on the
 NQ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0363.degrees latitude (g = 980.6199 gals.).
 NQ0363
 NQ0363.The modeled gravity was interpolated from observed gravity values.
 NQ0363
 NQ0363;                    North         East    Units  Estimated Accuracy
 NQ0363;SPC WY E     -   180,000.      178,590.      MT  (+/- 180 meters Scaled)
 NQ0363
 NQ0363                          SUPERSEDED SURVEY CONTROL
 NQ0363
 NQ0363  NGVD 29 (??/??/92) 2129.981  (m)         6988.11   (f) ADJ UNCH    2 0
 NQ0363
 NQ0363.Superseded values are not recommended for survey control.
 NQ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0363.See file dsdata.txt to determine how the superseded data were derived.
 NQ0363
 NQ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG648632(NAD 83)
 NQ0363_MARKER: DB = BENCH MARK DISK
 NQ0363_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0363_SP_SET: ROCK OUTCROP
 NQ0363_STAMPING: C 144 1959
 NQ0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0363+STABILITY: POSITION/ELEVATION WELL
 NQ0363
 NQ0363  HISTORY     - Date     Condition        Report By
 NQ0363  HISTORY     - 1959     MONUMENTED       CGS
 NQ0363
 NQ0363                          STATION DESCRIPTION
 NQ0363
 NQ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0363'33.2 MI NW FROM WHEATLAND.
 NQ0363'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0363'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0363'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0363'A PAVED ROAD, THENCE ABOUT 14.65 MILES WEST ALONG A GRADED
 NQ0363'DIRT ROAD TO THE COTTON PARK ROAD JUNCTION, THENCE ABOUT 2.6
 NQ0363'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, OR ABOUT 0.6 MILE
 NQ0363'SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD POST OFFICE AT
 NQ0363'GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG A GRADED DIRT
 NQ0363'ROAD, THENCE ABOUT 3.55 MILES NORTHEAST ALONG A TRACK ROAD TO
 NQ0363'THE JUNCTION OF A TRACK ROAD IN THE BOTTOM OF A DRAW, THENCE
 NQ0363'ABOUT 4.15 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE ABOUT 2.85
 NQ0363'MILES NORTHEAST ALONG A TRACK ROAD LEADING TO THE WILSON RANCH,
 NQ0363'IN THE SOUTHWEST 1/4 OF SECTION 24, T 25 N, R 72 W, 31 FEET
 NQ0363'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE
 NQ0363'SOUTHEAST SIDE OF A LARGE FLAT ROCK OUTCROP PROJECTING 1 FOOT,
 NQ0363'ABOUT 0.1 MILE SOUTHWEST OF A SMALL DAM, ABOUT MIDWAY UP A RIDGE,
 NQ0363'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0387 ***********************************************************************
 NQ0387  DESIGNATION -  C 145
 NQ0387  PID         -  NQ0387
 NQ0387  STATE/COUNTY-  WY/ALBANY
 NQ0387  USGS QUAD   -  COTTONWOOD CREEK (1992)
 NQ0387
 NQ0387                         *CURRENT SURVEY CONTROL
 NQ0387  ___________________________________________________________________
 NQ0387* NAD 83(1986)-  42 07 36.     (N)    105 44 58.     (W)     SCALED    
 NQ0387* NAVD 88     -      2153.120  (meters)    7064.03   (feet)  ADJUSTED  
 NQ0387  ___________________________________________________________________
 NQ0387  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 NQ0387  DYNAMIC HT  -        2151.449 (meters)    7058.55  (feet)  COMP
 NQ0387  MODELED GRAV-     979,767.6   (mgal)                       NAVD 88
 NQ0387
 NQ0387  VERT ORDER  -  SECOND    CLASS 0
 NQ0387
 NQ0387.The horizontal coordinates were scaled from a topographic map and have
 NQ0387.an estimated accuracy of +/- 6 seconds.
 NQ0387
 NQ0387.The orthometric height was determined by differential leveling
 NQ0387.and adjusted by the National Geodetic Survey in June 1991..
 NQ0387
 NQ0387.The geoid height was determined by GEOID03.
 NQ0387
 NQ0387.The dynamic height is computed by dividing the NAVD 88
 NQ0387.geopotential number by the normal gravity value computed on the
 NQ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0387.degrees latitude (g = 980.6199 gals.).
 NQ0387
 NQ0387.The modeled gravity was interpolated from observed gravity values.
 NQ0387
 NQ0387;                    North         East    Units  Estimated Accuracy
 NQ0387;SPC WY E     -   180,810.      151,820.      MT  (+/- 180 meters Scaled)
 NQ0387
 NQ0387                          SUPERSEDED SURVEY CONTROL
 NQ0387
 NQ0387  NGVD 29 (??/??/92) 2152.111  (m)         7060.72   (f) ADJ UNCH    2 0
 NQ0387
 NQ0387.Superseded values are not recommended for survey control.
 NQ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0387.See file dsdata.txt to determine how the superseded data were derived.
 NQ0387
 NQ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG380641(NAD 83)
 NQ0387_MARKER: DB = BENCH MARK DISK
 NQ0387_SETTING: 80 = SET IN A BOULDER
 NQ0387_SP_SET: BOULDER
 NQ0387_STAMPING: C 145 1959
 NQ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0387+STABILITY: SURFACE MOTION
 NQ0387
 NQ0387  HISTORY     - Date     Condition        Report By
 NQ0387  HISTORY     - 1959     MONUMENTED       CGS
 NQ0387
 NQ0387                          STATION DESCRIPTION
 NQ0387
 NQ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0387'9.2 MI NW FROM GARRETT.
 NQ0387'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0387'POST OFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG A
 NQ0387'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6 MILE
 NQ0387'SOUTH ALONG THE OLD FORT FETTERMAN ROAD WHICH IS COUNTY ROAD 61,
 NQ0387'AT THE JUNCTION OF A GRADED DIRT ROAD LEADING NORTHWEST WHICH
 NQ0387'IS COUNTY ROAD 64, IN THE NORTHEAST 1/4 OF SECTION 19, T 25 N,
 NQ0387'R 74 W, IN THE TOP OF A 5 X 10-FOOT GRANITE BOULDER PROJECTING
 NQ0387'2 1/2 FEET, 276 FEET WEST OF THE CENTER OF THE JUNCTION, 176 FEET
 NQ0387'SOUTH-SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD 64, AND 81
 NQ0387'FEET NORTHWEST OF THE CENTER LINE OF THE OLD FORT FETTERMAN
 NQ0387'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0411 ***********************************************************************
 NQ0411  DESIGNATION -  C 146
 NQ0411  PID         -  NQ0411
 NQ0411  STATE/COUNTY-  WY/ALBANY
 NQ0411  USGS QUAD   -  PASS CREEK (1964)
 NQ0411
 NQ0411                         *CURRENT SURVEY CONTROL
 NQ0411  ___________________________________________________________________
 NQ0411* NAD 83(1986)-  42 19 38.     (N)    105 56 50.     (W)     SCALED    
 NQ0411* NAVD 88     -      2265.995  (meters)    7434.35   (feet)  ADJUSTED  
 NQ0411  ___________________________________________________________________
 NQ0411  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 NQ0411  DYNAMIC HT  -        2264.241 (meters)    7428.60  (feet)  COMP
 NQ0411  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 NQ0411
 NQ0411  VERT ORDER  -  SECOND    CLASS 0
 NQ0411
 NQ0411.The horizontal coordinates were scaled from a topographic map and have
 NQ0411.an estimated accuracy of +/- 6 seconds.
 NQ0411
 NQ0411.The orthometric height was determined by differential leveling
 NQ0411.and adjusted by the National Geodetic Survey in June 1991..
 NQ0411
 NQ0411.The geoid height was determined by GEOID03.
 NQ0411
 NQ0411.The dynamic height is computed by dividing the NAVD 88
 NQ0411.geopotential number by the normal gravity value computed on the
 NQ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0411.degrees latitude (g = 980.6199 gals.).
 NQ0411
 NQ0411.The modeled gravity was interpolated from observed gravity values.
 NQ0411
 NQ0411;                    North         East    Units  Estimated Accuracy
 NQ0411;SPC WY E     -   203,220.      135,670.      MT  (+/- 180 meters Scaled)
 NQ0411
 NQ0411                          SUPERSEDED SURVEY CONTROL
 NQ0411
 NQ0411  NGVD 29 (??/??/92) 2264.949  (m)         7430.92   (f) ADJ UNCH    2 0
 NQ0411
 NQ0411.Superseded values are not recommended for survey control.
 NQ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0411.See file dsdata.txt to determine how the superseded data were derived.
 NQ0411
 NQ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG219865(NAD 83)
 NQ0411_MARKER: DB = BENCH MARK DISK
 NQ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0411_STAMPING: C 146 1959
 NQ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0411+STABILITY: SURFACE MOTION
 NQ0411
 NQ0411  HISTORY     - Date     Condition        Report By
 NQ0411  HISTORY     - 1959     MONUMENTED       CGS
 NQ0411
 NQ0411                          STATION DESCRIPTION
 NQ0411
 NQ0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0411'4.8 MI SE FROM LITTLE MEDICINE.
 NQ0411'ABOUT 4.85 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE RANCH
 NQ0411'BUILDINGS AT LITTLE MEDICINE, 61 FEET EAST OF THE CENTER LINE
 NQ0411'OF THE ROAD, IN THE NORTHWEST 1/4 OF SECTION 10, T 27 N, R 76 W,
 NQ0411'2.0 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS
 NQ0411'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0336 ***********************************************************************
 MP0336  DESIGNATION -  C 15
 MP0336  PID         -  MP0336
 MP0336  STATE/COUNTY-  WY/CARBON
 MP0336  USGS QUAD   -  PEACH ORCHARD FLAT (1982)
 MP0336
 MP0336                         *CURRENT SURVEY CONTROL
 MP0336  ___________________________________________________________________
 MP0336* NAD 83(1986)-  41 10 34.     (N)    107 40 50.     (W)     SCALED    
 MP0336* NAVD 88     -      1951.606  (meters)    6402.89   (feet)  ADJUSTED  
 MP0336  ___________________________________________________________________
 MP0336  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 MP0336  DYNAMIC HT  -        1949.848 (meters)    6397.13  (feet)  COMP
 MP0336  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 MP0336
 MP0336  VERT ORDER  -  FIRST     CLASS II
 MP0336
 MP0336.The horizontal coordinates were scaled from a topographic map and have
 MP0336.an estimated accuracy of +/- 6 seconds.
 MP0336
 MP0336.The orthometric height was determined by differential leveling
 MP0336.and adjusted by the National Geodetic Survey in June 1991..
 MP0336
 MP0336.The geoid height was determined by GEOID03.
 MP0336
 MP0336.The dynamic height is computed by dividing the NAVD 88
 MP0336.geopotential number by the normal gravity value computed on the
 MP0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0336.degrees latitude (g = 980.6199 gals.).
 MP0336
 MP0336.The modeled gravity was interpolated from observed gravity values.
 MP0336
 MP0336;                    North         East    Units  Estimated Accuracy
 MP0336;SPC WYEC     -   175,140.      370,870.      MT  (+/- 180 meters Scaled)
 MP0336
 MP0336                          SUPERSEDED SURVEY CONTROL
 MP0336
 MP0336  NGVD 29 (??/??/92) 1950.386  (m)         6398.89   (f) ADJ UNCH    1 2
 MP0336
 MP0336.Superseded values are not recommended for survey control.
 MP0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0336.See file dsdata.txt to determine how the superseded data were derived.
 MP0336
 MP0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF751617(NAD 83)
 MP0336_MARKER: DB = BENCH MARK DISK
 MP0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0336_STAMPING: C 15 1933
 MP0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0336+STABILITY: SURFACE MOTION
 MP0336
 MP0336  HISTORY     - Date     Condition        Report By
 MP0336  HISTORY     - 1933     MONUMENTED       CGS
 MP0336  HISTORY     - 1963     GOOD             NGS
 MP0336  HISTORY     - 1978     MARK NOT FOUND   USGS
 MP0336
 MP0336                          STATION DESCRIPTION
 MP0336
 MP0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0336'10.8 MI N FROM BAGGS.
 MP0336'ABOUT 10.8 MILES NORTH ALONG THE BAGGS-WAMSUTTER HIGHWAY FROM BAGGS,
 MP0336'CARBON COUNTY, ABOUT 1/2 MILE SOUTH OF A BRIDGE OVER A DRY GULCH, 58
 MP0336'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF A
 MP0336'24-INCH CORRUGATED IRON PIPE CULVERT, AND 20 FEET SOUTH OF THE CENTER
 MP0336'LINE OF A SIDE ROAD.  A STANDARD DISK, STAMPED C 15 1933 AND SET IN
 MP0336'THE TOP OF A CONCRETE POST.
 MP0336
 MP0336                          STATION RECOVERY (1963)
 MP0336
 MP0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MP0336'RECOVERED IN GOOD CONDITION.
 MP0336
 MP0336                          STATION RECOVERY (1978)
 MP0336
 MP0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MP0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0312 ***********************************************************************
 MO0312  DESIGNATION -  C 150
 MO0312  PID         -  MO0312
 MO0312  STATE/COUNTY-  WY/PLATTE
 MO0312  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0312
 MO0312                         *CURRENT SURVEY CONTROL
 MO0312  ___________________________________________________________________
 MO0312* NAD 83(1986)-  41 39 10.     (N)    104 48 07.     (W)     SCALED    
 MO0312* NAVD 88     -      1717.237  (meters)    5633.97   (feet)  ADJUSTED  
 MO0312  ___________________________________________________________________
 MO0312  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 MO0312  DYNAMIC HT  -        1715.911 (meters)    5629.62  (feet)  COMP
 MO0312  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 MO0312
 MO0312  VERT ORDER  -  SECOND    CLASS 0
 MO0312
 MO0312.The horizontal coordinates were scaled from a topographic map and have
 MO0312.an estimated accuracy of +/- 6 seconds.
 MO0312
 MO0312.The orthometric height was determined by differential leveling
 MO0312.and adjusted by the National Geodetic Survey in June 1991..
 MO0312
 MO0312.The geoid height was determined by GEOID03.
 MO0312
 MO0312.The dynamic height is computed by dividing the NAVD 88
 MO0312.geopotential number by the normal gravity value computed on the
 MO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0312.degrees latitude (g = 980.6199 gals.).
 MO0312
 MO0312.The modeled gravity was interpolated from observed gravity values.
 MO0312
 MO0312;                    North         East    Units  Estimated Accuracy
 MO0312;SPC WY E     -   128,080.      230,380.      MT  (+/- 180 meters Scaled)
 MO0312
 MO0312                          SUPERSEDED SURVEY CONTROL
 MO0312
 MO0312  NGVD 29 (??/??/92) 1716.34   (m)         5631.0    (f) COMPUTED    2 0
 MO0312
 MO0312.Superseded values are not recommended for survey control.
 MO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0312.See file dsdata.txt to determine how the superseded data were derived.
 MO0312
 MO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG164112(NAD 83)
 MO0312_MARKER: DB = BENCH MARK DISK
 MO0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0312_STAMPING: C 150 1960
 MO0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0312+STABILITY: SURFACE MOTION
 MO0312
 MO0312  HISTORY     - Date     Condition        Report By
 MO0312  HISTORY     - 1960     MONUMENTED       CGS
 MO0312
 MO0312                          STATION DESCRIPTION
 MO0312
 MO0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MO0312'7 MI SSE FROM CHUGWATER.
 MO0312'7.4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0312'CHUGWATER, WYOMING, THENCE 2.1 MILES EAST ALONG THE ROAD LEADING
 MO0312'TO MISSILE SITE, 52 FEET SOUTH OF CENTER OF ROAD, 8 FEET NORTH
 MO0312'OF TELEPHONE POLE, 1.5 FEET SOUTH OF FENCE, 6 FEET WEST OF A
 MO0312'WITNESS POST, ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A
 MO0312'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0053 ***********************************************************************
 MQ0053  DESIGNATION -  C 151
 MQ0053  PID         -  MQ0053
 MQ0053  STATE/COUNTY-  WY/SWEETWATER
 MQ0053  USGS QUAD   -  ERICKSON-KENT RANCH (1978)
 MQ0053
 MQ0053                         *CURRENT SURVEY CONTROL
 MQ0053  ___________________________________________________________________
 MQ0053* NAD 83(1986)-  41 12 26.     (N)    108 50 07.     (W)     SCALED    
 MQ0053* NAVD 88     -      2146.397  (meters)    7041.97   (feet)  ADJUSTED  
 MQ0053  ___________________________________________________________________
 MQ0053  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 MQ0053  DYNAMIC HT  -        2144.431 (meters)    7035.52  (feet)  COMP
 MQ0053  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 MQ0053
 MQ0053  VERT ORDER  -  SECOND    CLASS 0
 MQ0053
 MQ0053.The horizontal coordinates were scaled from a topographic map and have
 MQ0053.an estimated accuracy of +/- 6 seconds.
 MQ0053
 MQ0053.The orthometric height was determined by differential leveling
 MQ0053.and adjusted by the National Geodetic Survey in June 1991..
 MQ0053
 MQ0053.The geoid height was determined by GEOID03.
 MQ0053
 MQ0053.The dynamic height is computed by dividing the NAVD 88
 MQ0053.geopotential number by the normal gravity value computed on the
 MQ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0053.degrees latitude (g = 980.6199 gals.).
 MQ0053
 MQ0053.The modeled gravity was interpolated from observed gravity values.
 MQ0053
 MQ0053;                    North         East    Units  Estimated Accuracy
 MQ0053;SPC WYWC     -    78,540.      592,850.      MT  (+/- 180 meters Scaled)
 MQ0053
 MQ0053                          SUPERSEDED SURVEY CONTROL
 MQ0053
 MQ0053  NGVD 29 (??/??/92) 2145.03   (m)         7037.5    (f) COMPUTED    2 0
 MQ0053
 MQ0053.Superseded values are not recommended for survey control.
 MQ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0053.See file dsdata.txt to determine how the superseded data were derived.
 MQ0053
 MQ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL814640(NAD 83)
 MQ0053_MARKER: DB = BENCH MARK DISK
 MQ0053_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0053_SP_SET: OUTCROP
 MQ0053_STAMPING: C 151 1962
 MQ0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0053+STABILITY: POSITION/ELEVATION WELL
 MQ0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MQ0053+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0053
 MQ0053  HISTORY     - Date     Condition        Report By
 MQ0053  HISTORY     - 1962     MONUMENTED       CGS
 MQ0053  HISTORY     - 20011003 GOOD             WYHD
 MQ0053
 MQ0053                          STATION DESCRIPTION
 MQ0053
 MQ0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0053'39.25 MI SE FROM ROCK SPRINGS.
 MQ0053'39.25 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0053'ROCK SPRINGS, IN THE TOP OF THE WEST FACE OF AN OUTCROP, 427 FEET EAST
 MQ0053'OF THE CENTER LINE OF THE HIGHWAY, 124 FEET EAST OF A WITNESS POST,
 MQ0053'AND ABOUT 12 FEET HIGHER THAN THE HIGHWAY.
 MQ0053
 MQ0053                          STATION RECOVERY (2001)
 MQ0053
 MQ0053'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0032 ***********************************************************************
 MQ0032  DESIGNATION -  C 152
 MQ0032  PID         -  MQ0032
 MQ0032  STATE/COUNTY-  WY/SWEETWATER
 MQ0032  USGS QUAD   -  CAMEL ROCK (1976)
 MQ0032
 MQ0032                         *CURRENT SURVEY CONTROL
 MQ0032  ___________________________________________________________________
 MQ0032* NAD 83(1986)-  41 27 39.     (N)    108 56 41.     (W)     SCALED    
 MQ0032* NAVD 88     -      2005.859  (meters)    6580.89   (feet)  ADJUSTED  
 MQ0032  ___________________________________________________________________
 MQ0032  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 MQ0032  DYNAMIC HT  -        2004.152 (meters)    6575.29  (feet)  COMP
 MQ0032  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 MQ0032
 MQ0032  VERT ORDER  -  SECOND    CLASS 0
 MQ0032
 MQ0032.The horizontal coordinates were scaled from a topographic map and have
 MQ0032.an estimated accuracy of +/- 6 seconds.
 MQ0032
 MQ0032.The orthometric height was determined by differential leveling
 MQ0032.and adjusted by the National Geodetic Survey in June 1991..
 MQ0032
 MQ0032.The geoid height was determined by GEOID03.
 MQ0032
 MQ0032.The dynamic height is computed by dividing the NAVD 88
 MQ0032.geopotential number by the normal gravity value computed on the
 MQ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0032.degrees latitude (g = 980.6199 gals.).
 MQ0032
 MQ0032.The modeled gravity was interpolated from observed gravity values.
 MQ0032
 MQ0032;                    North         East    Units  Estimated Accuracy
 MQ0032;SPC WYWC     -   106,720.      583,730.      MT  (+/- 180 meters Scaled)
 MQ0032
 MQ0032                          SUPERSEDED SURVEY CONTROL
 MQ0032
 MQ0032  NGVD 29 (??/??/92) 2004.577  (m)         6576.68   (f) ADJ UNCH    2 0
 MQ0032
 MQ0032.Superseded values are not recommended for survey control.
 MQ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0032.See file dsdata.txt to determine how the superseded data were derived.
 MQ0032
 MQ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL716919(NAD 83)
 MQ0032_MARKER: DB = BENCH MARK DISK
 MQ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0032_STAMPING: C 152 1962
 MQ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0032+STABILITY: SURFACE MOTION
 MQ0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0032+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0032
 MQ0032  HISTORY     - Date     Condition        Report By
 MQ0032  HISTORY     - 1962     MONUMENTED       CGS
 MQ0032  HISTORY     - 1973     GOOD             NGS
 MQ0032  HISTORY     - 20011003 GOOD             WYHD
 MQ0032
 MQ0032                          STATION DESCRIPTION
 MQ0032
 MQ0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0032'17.7 MI SE FROM ROCK SPRINGS.
 MQ0032'17.7 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0032'ROCK SPRINGS, 0.15 MILE NORTHWEST OF THE JUNCTION OF A DIRT ROAD
 MQ0032'NORTHEAST, 98 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7.5
 MQ0032'FEET SOUTHEAST OF HIGHWAY MARKER POT 395+45, 2.1 FEET SOUTHEAST OF A
 MQ0032'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 MQ0032'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MQ0032
 MQ0032                          STATION RECOVERY (1973)
 MQ0032
 MQ0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MQ0032'RECOVERED IN GOOD CONDITION.
 MQ0032
 MQ0032                          STATION RECOVERY (2001)
 MQ0032
 MQ0032'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0214 ***********************************************************************
 MQ0214  DESIGNATION -  C 153
 MQ0214  PID         -  MQ0214
 MQ0214  STATE/COUNTY-  WY/SWEETWATER
 MQ0214  USGS QUAD   -  MINNIES GAP (1987)
 MQ0214
 MQ0214                         *CURRENT SURVEY CONTROL
 MQ0214  ___________________________________________________________________
 MQ0214* NAD 83(1986)-  41 00 23.     (N)    109 23 15.     (W)     SCALED    
 MQ0214* NAVD 88     -      1987.420  (meters)    6520.39   (feet)  ADJUSTED  
 MQ0214  ___________________________________________________________________
 MQ0214  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 MQ0214  DYNAMIC HT  -        1985.632 (meters)    6514.53  (feet)  COMP
 MQ0214  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 MQ0214
 MQ0214  VERT ORDER  -  SECOND    CLASS 0
 MQ0214
 MQ0214.The horizontal coordinates were scaled from a topographic map and have
 MQ0214.an estimated accuracy of +/- 6 seconds.
 MQ0214
 MQ0214.The orthometric height was determined by differential leveling
 MQ0214.and adjusted by the National Geodetic Survey in June 1991..
 MQ0214
 MQ0214.The geoid height was determined by GEOID03.
 MQ0214
 MQ0214.The dynamic height is computed by dividing the NAVD 88
 MQ0214.geopotential number by the normal gravity value computed on the
 MQ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0214.degrees latitude (g = 980.6199 gals.).
 MQ0214
 MQ0214.The modeled gravity was interpolated from observed gravity values.
 MQ0214
 MQ0214;                    North         East    Units  Estimated Accuracy
 MQ0214;SPC WYWC     -    56,430.      546,370.      MT  (+/- 180 meters Scaled)
 MQ0214
 MQ0214                          SUPERSEDED SURVEY CONTROL
 MQ0214
 MQ0214  NGVD 29 (??/??/92) 1986.141  (m)         6516.20   (f) ADJ UNCH    2 0
 MQ0214
 MQ0214.Superseded values are not recommended for survey control.
 MQ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0214.See file dsdata.txt to determine how the superseded data were derived.
 MQ0214
 MQ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL356407(NAD 83)
 MQ0214_MARKER: DB = BENCH MARK DISK
 MQ0214_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0214_SP_SET: OUTCROP
 MQ0214_STAMPING: C 153 1962
 MQ0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0214+STABILITY: POSITION/ELEVATION WELL
 MQ0214
 MQ0214  HISTORY     - Date     Condition        Report By
 MQ0214  HISTORY     - 1962     MONUMENTED       CGS
 MQ0214
 MQ0214                          STATION DESCRIPTION
 MQ0214
 MQ0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0214'16.15 MI E FROM LINWOOD.
 MQ0214'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 MQ0214'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 11.15 MILES
 MQ0214'NORTHEAST ALONG CLAY BASIN ROAD, SET VERTICALLY IN THE NORTH FACE OF A
 MQ0214'MASSIVE OUTCROP, 115 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6.7
 MQ0214'FEET SOUTH OF A WITNESS POST, ABOUT 10 FEET HIGHER THAN THE ROAD, AND
 MQ0214'1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0138 ***********************************************************************
 PY0138  CBN         -  This is a Cooperative Base Network Control Station.
 PY0138  DESIGNATION -  C 157
 PY0138  PID         -  PY0138
 PY0138  STATE/COUNTY-  WY/PARK
 PY0138  USGS QUAD   -  MAMMOTH (1986)
 PY0138
 PY0138                         *CURRENT SURVEY CONTROL
 PY0138  ___________________________________________________________________
 PY0138* NAD 83(1993)-  44 58 12.29096(N)    110 42 06.93849(W)     ADJUSTED  
 PY0138* NAVD 88     -      1937.218  (meters)    6355.69   (feet)  ADJUSTED  
 PY0138  ___________________________________________________________________
 PY0138  X           -  -1,598,310.153 (meters)                     COMP
 PY0138  Y           -  -4,229,374.812 (meters)                     COMP
 PY0138  Z           -   4,486,359.755 (meters)                     COMP
 PY0138  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 PY0138  ELLIP HEIGHT-        1928.67  (meters)          (09/07/01) GPS OBS
 PY0138  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0138  DYNAMIC HT  -        1936.200 (meters)    6352.35  (feet)  COMP
 PY0138  MODELED GRAV-     980,022.4   (mgal)                       NAVD 88
 PY0138
 PY0138  HORZ ORDER  -  B
 PY0138  VERT ORDER  -  FIRST     CLASS II
 PY0138  ELLP ORDER  -  FOURTH    CLASS I
 PY0138
 PY0138.The horizontal coordinates were established by GPS observations
 PY0138.and adjusted by the National Geodetic Survey in May 1992..
 PY0138
 PY0138.The orthometric height was determined by differential leveling
 PY0138.and adjusted by the National Geodetic Survey in June 1991..
 PY0138
 PY0138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0138
 PY0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0138
 PY0138.The ellipsoidal height was determined by GPS observations
 PY0138.and is referenced to NAD 83.
 PY0138
 PY0138.The geoid height was determined by GEOID03.
 PY0138
 PY0138.The dynamic height is computed by dividing the NAVD 88
 PY0138.geopotential number by the normal gravity value computed on the
 PY0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0138.degrees latitude (g = 980.6199 gals.).
 PY0138
 PY0138.The modeled gravity was interpolated from observed gravity values.
 PY0138
 PY0138;                    North         East     Units Scale Factor Converg.
 PY0138;SPC WYWC     -   498,393.589   446,026.178   MT  1.00022893   -1 22 47.2
 PY0138;UTM  12      - 4,979,669.978   523,504.907   MT  0.99960679   +0 12 38.4
 PY0138
 PY0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0138!SPC WYWC     -   0.99969770  x   1.00022893  =   0.99992656
 PY0138!UTM  12      -   0.99969770  x   0.99960679  =   0.99930461
 PY0138
 PY0138                          SUPERSEDED SURVEY CONTROL
 PY0138
 PY0138  ELLIP H (05/15/92) 1928.76   (m)                       GP(       ) 4 2
 PY0138  NAD 83(1986)-  44 58 12.28092(N)    110 42 06.92365(W) AD(       ) 1
 PY0138  NAVD 88 (05/28/92) 1937.22   (m)         6355.7    (f) LEVELING    3  
 PY0138  NGVD 29 (08/20/92) 1935.992  (m)         6351.67   (f) ADJUSTED    1 2
 PY0138
 PY0138.Superseded values are not recommended for survey control.
 PY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0138.See file dsdata.txt to determine how the superseded data were derived.
 PY0138
 PY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ2350579670(NAD 83)
 PY0138_MARKER: DB = BENCH MARK DISK
 PY0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0138_SP_SET: CONCRETE POST
 PY0138_STAMPING: C 157 1960
 PY0138_MARK LOGO: CGS   
 PY0138_PROJECTION: PROJECTING 3 CENTIMETERS
 PY0138_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0138+STABILITY: SURFACE MOTION
 PY0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0138+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0138
 PY0138  HISTORY     - Date     Condition        Report By
 PY0138  HISTORY     - 1960     MONUMENTED       CGS
 PY0138  HISTORY     - 1983     GOOD             NGS
 PY0138  HISTORY     - 1987     GOOD             NGS
 PY0138  HISTORY     - 1987     GOOD             NGS
 PY0138
 PY0138                          STATION DESCRIPTION
 PY0138
 PY0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0138'0.7 MI S FROM MAMMOTH HOT SPRINGS.
 PY0138'ABOUT 0.7 MILE SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0138'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, ON THE CREST OF
 PY0138'CAPITAL HILL, 46 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 283
 PY0138'FEET NORTHWEST OF A FIRE HYDRANT, 148 FEET WEST-NORTHWEST OF A FORKED
 PY0138'FIR TREE, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 PY0138'POST PROJECTING 2 INCHES.
 PY0138
 PY0138                          STATION RECOVERY (1983)
 PY0138
 PY0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0138'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.0 KM (0.6 MI)
 PY0138'SOUTHERLY ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION HIGHWAY FROM
 PY0138'THE POST OFFICE IN MAMMOTH HOT SPRINGS, IN ABOUT THE CENTER AND ACROSS
 PY0138'THE HIGHWAY FROM MAMMOTH HOT SPRINGS, AT THE CREST OF CAPITAL HILL,
 PY0138'14.0 METERS (45.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3
 PY0138'METER (1.0 FT) WEST OF A METAL FENCE POST.
 PY0138'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 PY0138
 PY0138                          STATION RECOVERY (1987)
 PY0138
 PY0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0138'THE STATION WAS RECOVERED AT THIS DATE.
 PY0138'
 PY0138'THE STATION IS LOCATED IN THE NORTHWEST PART OF YELLOWSTONE
 PY0138'NATIONAL PARK, 1.0 KM (0.6 MI) SOUTH OF MAMMOTH, ALONG THE
 PY0138'MAMMOTH-NORRIS JUNCTION ROAD, AT THE CREST OF A GRADE, ACROSS ROAD
 PY0138'FROM THE MAMMOTH HOT SPRINGS, JUST NORTHEAST OF A SMALL PARKING
 PY0138'AREA, IN A FLAT, OPEN AREA.  OWNERSHIP--NATIONAL PARK SERVICE,
 PY0138'PHONE 307-344-7311 (INFORMATION).
 PY0138'
 PY0138'TO REACH THE STATION FROM THE YELLOWSTONE PARK POST OFFICE IN
 PY0138'MAMMOTH, GO SOUTH FOR 1.0 KM (0.6 MI) ON THE NORRIS JUNCTION ROAD
 PY0138'TO THE TOP OF HILL AND STATION ON THE LEFT.
 PY0138'
 PY0138'THE STATION IS A STANDARD CGS BENCH MARK DISK
 PY0138'STAMPED---C 157 1960---,
 PY0138'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PY0138'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 PY0138'13.9 METERS (45.5 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 PY0138'ROAD, 0.3 METERS HIGHER THAN THE ROAD,
 PY0138'29.0 METERS (95.0 FT) NORTH FROM THE JUNCTION OF ROAD CENTER AND THE
 PY0138'NORTHWEST ENTRANCE TO A SMALL PARKING LOT AND
 PY0138'0.34 METERS (1.1 FT) SOUTHWEST FROM A SHORT METAL POST.
 PY0138'
 PY0138'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0138'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0138'
 PY0138'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0138'
 PY0138'DESCRIBED BY G.R. HEID.
 PY0138
 PY0138                          STATION RECOVERY (1987)
 PY0138
 PY0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0105 ***********************************************************************
 PY0105  DESIGNATION -  C 158
 PY0105  PID         -  PY0105
 PY0105  STATE/COUNTY-  WY/PARK
 PY0105  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0105
 PY0105                         *CURRENT SURVEY CONTROL
 PY0105  ___________________________________________________________________
 PY0105* NAD 83(1986)-  44 42 55.     (N)    110 43 42.     (W)     SCALED    
 PY0105* NAVD 88     -      2268.761  (meters)    7443.43   (feet)  POSTED    
 PY0105  ___________________________________________________________________
 PY0105  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY0105  DYNAMIC HT  -        2267.360 (meters)    7438.83  (feet)  COMP
 PY0105  MODELED GRAV-     979,917.7   (mgal)                       NAVD 88
 PY0105
 PY0105  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PY0105
 PY0105.The horizontal coordinates were scaled from a topographic map and have
 PY0105.an estimated accuracy of +/- 6 seconds.
 PY0105
 PY0105.The orthometric height was determined by differential leveling
 PY0105.and adjusted by the National Geodetic Survey in 1992..
 PY0105.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PY0105.rate greater than 8.0 mm/km.
 PY0105
 PY0105.The geoid height was determined by GEOID03.
 PY0105
 PY0105.The dynamic height is computed by dividing the NAVD 88
 PY0105.geopotential number by the normal gravity value computed on the
 PY0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0105.degrees latitude (g = 980.6199 gals.).
 PY0105
 PY0105.The modeled gravity was interpolated from observed gravity values.
 PY0105
 PY0105;                    North         East    Units  Estimated Accuracy
 PY0105;SPC WYWC     -   470,130.      443,250.      MT  (+/- 180 meters Scaled)
 PY0105
 PY0105                          SUPERSEDED SURVEY CONTROL
 PY0105
 PY0105  NGVD 29 (??/??/92) 2267.276  (m)         7438.55   (f) ADJ UNCH    1 2
 PY0105
 PY0105.Superseded values are not recommended for survey control.
 PY0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0105.See file dsdata.txt to determine how the superseded data were derived.
 PY0105
 PY0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ215513(NAD 83)
 PY0105_MARKER: DB = BENCH MARK DISK
 PY0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0105_STAMPING: C 158 1960
 PY0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0105+STABILITY: SURFACE MOTION
 PY0105
 PY0105  HISTORY     - Date     Condition        Report By
 PY0105  HISTORY     - 1960     MONUMENTED       CGS
 PY0105  HISTORY     - 1981     MARK NOT FOUND   USGS
 PY0105  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0105
 PY0105                          STATION DESCRIPTION
 PY0105
 PY0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0105'1.6 MI SW FROM NORRIS.
 PY0105'ABOUT 1.6 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0105'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, AT THE SOUTHWEST END OF
 PY0105'ELK PARK, 37 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET
 PY0105'SOUTH OF THE SOUTHEAST END OF A STONE HEADWALL 51 FEET SOUTHWEST OF
 PY0105'THE ELK PARK SIGN BOARD, 7 FEET NORTH OF A SMALL 6-INCH PINE TREE,
 PY0105'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 PY0105'PROJECTING 3 INCHES.
 PY0105
 PY0105                          STATION RECOVERY (1981)
 PY0105
 PY0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PY0105'MARK NOT FOUND.
 PY0105
 PY0105                          STATION RECOVERY (1983)
 PY0105
 PY0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0051 ***********************************************************************
 PX0051  DESIGNATION -  C 159
 PX0051  PID         -  PX0051
 PX0051  STATE/COUNTY-  WY/BIG HORN
 PX0051  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0051
 PX0051                         *CURRENT SURVEY CONTROL
 PX0051  ___________________________________________________________________
 PX0051* NAD 83(1986)-  44 29 20.     (N)    108 03 19.     (W)     SCALED    
 PX0051* NAVD 88     -      1156.221  (meters)    3793.37   (feet)  ADJUSTED  
 PX0051  ___________________________________________________________________
 PX0051  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 PX0051  DYNAMIC HT  -        1155.767 (meters)    3791.88  (feet)  COMP
 PX0051  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 PX0051  OBS GRAVITY -     980,185.6   (mgal)                       GRAV_OBS
 PX0051
 PX0051  VERT ORDER  -  FIRST     CLASS II
 PX0051
 PX0051.The horizontal coordinates were scaled from a topographic map and have
 PX0051.an estimated accuracy of +/- 6 seconds.
 PX0051
 PX0051.The orthometric height was determined by differential leveling
 PX0051.and adjusted by the National Geodetic Survey in June 1991..
 PX0051
 PX0051.The geoid height was determined by GEOID03.
 PX0051
 PX0051.The dynamic height is computed by dividing the NAVD 88
 PX0051.geopotential number by the normal gravity value computed on the
 PX0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0051.degrees latitude (g = 980.6199 gals.).
 PX0051
 PX0051.The modeled gravity was interpolated from observed gravity values.
 PX0051.The observed gravity was obtained from relative gravimeter ties
 PX0051.to the IGSN71 gravity network.
 PX0051
 PX0051;                    North         East    Units  Estimated Accuracy
 PX0051;SPC WYEC     -   543,320.      342,580.      MT  (+/- 180 meters Scaled)
 PX0051
 PX0051                          SUPERSEDED SURVEY CONTROL
 PX0051
 PX0051  NGVD 29 (06/08/92) 1155.433  (m)         3790.78   (f) ADJUSTED    1 2
 PX0051
 PX0051.Superseded values are not recommended for survey control.
 PX0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0051.See file dsdata.txt to determine how the superseded data were derived.
 PX0051
 PX0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ341303(NAD 83)
 PX0051_MARKER: DB = BENCH MARK DISK
 PX0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0051_SP_SET: FOUNDATION
 PX0051_STAMPING: C 159 1966
 PX0051_MARK LOGO: CGS   
 PX0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0051
 PX0051  HISTORY     - Date     Condition        Report By
 PX0051  HISTORY     - 1966     MONUMENTED       CGS
 PX0051  HISTORY     - 1982     GOOD             NGS
 PX0051
 PX0051                          STATION DESCRIPTION
 PX0051
 PX0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PX0051'IN GREYBULL.
 PX0051'AT GREYBULL, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF GREYBULL
 PX0051'AVENUE AND FOURTH STREET, SET VERTICALLY IN THE NORTH FACE OF THE
 PX0051'CONCRETE FOUNDATION OF THE POST OFFICE BUILDING, 4.2 FEET WEST OF THE
 PX0051'NORTHEAST CORNER OF THE BUILDING, 0.5 FOOT WEST OF THE WEST EDGE OF
 PX0051'THE CORNER STONE, AND ABOUT 1/2 FOOT HIGHER THAN THE LAWN.
 PX0051
 PX0051                          STATION RECOVERY (1982)
 PX0051
 PX0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0421 ***********************************************************************
 NQ0421  DESIGNATION -  C 16
 NQ0421  PID         -  NQ0421
 NQ0421  STATE/COUNTY-  WY/CONVERSE
 NQ0421  USGS QUAD   -  ORPHA (1974)
 NQ0421
 NQ0421                         *CURRENT SURVEY CONTROL
 NQ0421  ___________________________________________________________________
 NQ0421* NAD 83(1986)-  42 51 19.     (N)    105 35 06.     (W)     SCALED    
 NQ0421* NAVD 88     -      1490.590  (meters)    4890.38   (feet)  ADJUSTED  
 NQ0421  ___________________________________________________________________
 NQ0421  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0421  DYNAMIC HT  -        1489.649 (meters)    4887.29  (feet)  COMP
 NQ0421  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 NQ0421
 NQ0421  VERT ORDER  -  FIRST     CLASS II
 NQ0421
 NQ0421.The horizontal coordinates were scaled from a topographic map and have
 NQ0421.an estimated accuracy of +/- 6 seconds.
 NQ0421
 NQ0421.The orthometric height was determined by differential leveling
 NQ0421.and adjusted by the National Geodetic Survey in June 1991..
 NQ0421
 NQ0421.The geoid height was determined by GEOID03.
 NQ0421
 NQ0421.The dynamic height is computed by dividing the NAVD 88
 NQ0421.geopotential number by the normal gravity value computed on the
 NQ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0421.degrees latitude (g = 980.6199 gals.).
 NQ0421
 NQ0421.The modeled gravity was interpolated from observed gravity values.
 NQ0421
 NQ0421;                    North         East    Units  Estimated Accuracy
 NQ0421;SPC WY E     -   261,660.      165,810.      MT  (+/- 180 meters Scaled)
 NQ0421
 NQ0421                          SUPERSEDED SURVEY CONTROL
 NQ0421
 NQ0421  NGVD 29 (??/??/92) 1489.708  (m)         4887.48   (f) ADJ UNCH    1 2
 NQ0421
 NQ0421.Superseded values are not recommended for survey control.
 NQ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0421.See file dsdata.txt to determine how the superseded data were derived.
 NQ0421
 NQ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH522449(NAD 83)
 NQ0421_MARKER: DB = BENCH MARK DISK
 NQ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0421_STAMPING: C 16 1934
 NQ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0421+STABILITY: SURFACE MOTION
 NQ0421
 NQ0421  HISTORY     - Date     Condition        Report By
 NQ0421  HISTORY     - 1934     MONUMENTED       CGS
 NQ0421
 NQ0421                          STATION DESCRIPTION
 NQ0421
 NQ0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0421'14.1 MI NW FROM DOUGLAS.
 NQ0421'14.1 MILES, BY RAIL, N.W. OF C.B. AND Q. R.R. STATION, ALONG
 NQ0421'THE CHICAGO, BURLINGTON AND QUINCY R.R., 720 FT. S.E. OF M.P.
 NQ0421'163, AND 4.0 MILES N.W. OF ORPHA STATION.  77.0 FT. N. OF N.
 NQ0421'RAIL, 3.0 FT. E. OF FENCE, AND ABOUT 4 FT. BELOW TRACK LEVEL.
 NQ0421'MARK IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0371 ***********************************************************************
 PW0371  DESIGNATION -  C 160
 PW0371  PID         -  PW0371
 PW0371  STATE/COUNTY-  WY/BIG HORN
 PW0371  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0371
 PW0371                         *CURRENT SURVEY CONTROL
 PW0371  ___________________________________________________________________
 PW0371* NAD 83(1986)-  44 34 46.     (N)    107 40 46.     (W)     SCALED    
 PW0371* NAVD 88     -      1530.904  (meters)    5022.64   (feet)  ADJUSTED  
 PW0371  ___________________________________________________________________
 PW0371  GEOID HEIGHT-          -9.66  (meters)                     GEOID03
 PW0371  DYNAMIC HT  -        1530.258 (meters)    5020.52  (feet)  COMP
 PW0371  MODELED GRAV-     980,141.6   (mgal)                       NAVD 88
 PW0371
 PW0371  VERT ORDER  -  SECOND    CLASS 0
 PW0371
 PW0371.The horizontal coordinates were scaled from a topographic map and have
 PW0371.an estimated accuracy of +/- 6 seconds.
 PW0371
 PW0371.The orthometric height was determined by differential leveling
 PW0371.and adjusted by the National Geodetic Survey in June 1991..
 PW0371
 PW0371.The geoid height was determined by GEOID03.
 PW0371
 PW0371.The dynamic height is computed by dividing the NAVD 88
 PW0371.geopotential number by the normal gravity value computed on the
 PW0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0371.degrees latitude (g = 980.6199 gals.).
 PW0371
 PW0371.The modeled gravity was interpolated from observed gravity values.
 PW0371
 PW0371;                    North         East    Units  Estimated Accuracy
 PW0371;SPC WYEC     -   553,190.      372,510.      MT  (+/- 180 meters Scaled)
 PW0371
 PW0371                          SUPERSEDED SURVEY CONTROL
 PW0371
 PW0371  NGVD 29 (??/??/92) 1530.075  (m)         5019.92   (f) ADJ UNCH    2 0
 PW0371
 PW0371.Superseded values are not recommended for survey control.
 PW0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0371.See file dsdata.txt to determine how the superseded data were derived.
 PW0371
 PW0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK872397(NAD 83)
 PW0371_MARKER: DB = BENCH MARK DISK
 PW0371_SETTING: 66 = SET IN ROCK OUTCROP
 PW0371_SP_SET: OUTCROP
 PW0371_STAMPING: C 160 1966
 PW0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0371+STABILITY: POSITION/ELEVATION WELL
 PW0371
 PW0371  HISTORY     - Date     Condition        Report By
 PW0371  HISTORY     - 1966     MONUMENTED       CGS
 PW0371
 PW0371                          STATION DESCRIPTION
 PW0371
 PW0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0371'7.3 MI NE FROM SHELL.
 PW0371'7.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0371'SHELL, AT THE SOUTHWEST END OF A CURVE, IN THE TOP OF THE NORTHWEST
 PW0371'END OF AN OUTCROP PROJECTING ABOUT 2 FEET, 23 FEET SOUTHEAST OF THE
 PW0371'CENTER LINE OF THE HIGHWAY, 62 FEET EAST AND ACROSS THE HIGHWAY FROM
 PW0371'THE NORTHEAST END OF A SMALL ASPHALT TURNOUT, 4.2 FEET SOUTHWEST OF A
 PW0371'WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0214 ***********************************************************************
 PW0214  DESIGNATION -  C 161
 PW0214  PID         -  PW0214
 PW0214  STATE/COUNTY-  WY/SHERIDAN
 PW0214  USGS QUAD   -  WOODROCK (1993)
 PW0214
 PW0214                         *CURRENT SURVEY CONTROL
 PW0214  ___________________________________________________________________
 PW0214* NAD 83(1986)-  44 40 24.     (N)    107 29 26.     (W)     SCALED    
 PW0214* NAVD 88     -      2665.999  (meters)    8746.70   (feet)  ADJUSTED  
 PW0214  ___________________________________________________________________
 PW0214  GEOID HEIGHT-          -8.78  (meters)                     GEOID03
 PW0214  DYNAMIC HT  -        2664.497 (meters)    8741.77  (feet)  COMP
 PW0214  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 PW0214
 PW0214  VERT ORDER  -  SECOND    CLASS 0
 PW0214
 PW0214.The horizontal coordinates were scaled from a topographic map and have
 PW0214.an estimated accuracy of +/- 6 seconds.
 PW0214
 PW0214.The orthometric height was determined by differential leveling
 PW0214.and adjusted by the National Geodetic Survey in June 1991..
 PW0214
 PW0214.The geoid height was determined by GEOID03.
 PW0214
 PW0214.The dynamic height is computed by dividing the NAVD 88
 PW0214.geopotential number by the normal gravity value computed on the
 PW0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0214.degrees latitude (g = 980.6199 gals.).
 PW0214
 PW0214.The modeled gravity was interpolated from observed gravity values.
 PW0214
 PW0214;                    North         East    Units  Estimated Accuracy
 PW0214;SPC WYEC     -   563,580.      387,530.      MT  (+/- 180 meters Scaled)
 PW0214
 PW0214                          SUPERSEDED SURVEY CONTROL
 PW0214
 PW0214  NGVD 29 (??/??/92) 2664.970  (m)         8743.32   (f) ADJ UNCH    2 0
 PW0214
 PW0214.Superseded values are not recommended for survey control.
 PW0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0214.See file dsdata.txt to determine how the superseded data were derived.
 PW0214
 PW0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK025496(NAD 83)
 PW0214_MARKER: DB = BENCH MARK DISK
 PW0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0214_STAMPING: C 161 1966
 PW0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0214+STABILITY: SURFACE MOTION
 PW0214
 PW0214  HISTORY     - Date     Condition        Report By
 PW0214  HISTORY     - 1966     MONUMENTED       CGS
 PW0214
 PW0214                          STATION DESCRIPTION
 PW0214
 PW0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0214'25.3 MI NE FROM SHELL.
 PW0214'25.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0214'SHELL, 0.65 MILE SOUTHWEST OF THE JUNCTION OF A ROAD LEADING TO
 PW0214'WOODROCK GUARD STATION, 101 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PW0214'HIGHWAY, 2.2 FEET NORTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 PW0214'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 PW0214'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0238 ***********************************************************************
 PW0238  DESIGNATION -  C 162
 PW0238  PID         -  PW0238
 PW0238  STATE/COUNTY-  WY/SHERIDAN
 PW0238  USGS QUAD   -  SKULL RIDGE (1993)
 PW0238
 PW0238                         *CURRENT SURVEY CONTROL
 PW0238  ___________________________________________________________________
 PW0238* NAD 83(1986)-  44 47 28.     (N)    107 22 48.     (W)     SCALED    
 PW0238* NAVD 88     -      2386.206  (meters)    7828.74   (feet)  ADJUSTED  
 PW0238  ___________________________________________________________________
 PW0238  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 PW0238  DYNAMIC HT  -        2385.012 (meters)    7824.83  (feet)  COMP
 PW0238  MODELED GRAV-     980,027.9   (mgal)                       NAVD 88
 PW0238
 PW0238  VERT ORDER  -  SECOND    CLASS 0
 PW0238
 PW0238.The horizontal coordinates were scaled from a topographic map and have
 PW0238.an estimated accuracy of +/- 6 seconds.
 PW0238
 PW0238.The orthometric height was determined by differential leveling
 PW0238.and adjusted by the National Geodetic Survey in June 1991..
 PW0238
 PW0238.The geoid height was determined by GEOID03.
 PW0238
 PW0238.The dynamic height is computed by dividing the NAVD 88
 PW0238.geopotential number by the normal gravity value computed on the
 PW0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0238.degrees latitude (g = 980.6199 gals.).
 PW0238
 PW0238.The modeled gravity was interpolated from observed gravity values.
 PW0238
 PW0238;                    North         East    Units  Estimated Accuracy
 PW0238;SPC WYEC     -   576,650.      396,310.      MT  (+/- 180 meters Scaled)
 PW0238
 PW0238                          SUPERSEDED SURVEY CONTROL
 PW0238
 PW0238  NGVD 29 (??/??/92) 2385.284  (m)         7825.72   (f) ADJ UNCH    2 0
 PW0238
 PW0238.Superseded values are not recommended for survey control.
 PW0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0238.See file dsdata.txt to determine how the superseded data were derived.
 PW0238
 PW0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK117625(NAD 83)
 PW0238_MARKER: DB = BENCH MARK DISK
 PW0238_SETTING: 66 = SET IN ROCK OUTCROP
 PW0238_SP_SET: OUTCROP
 PW0238_STAMPING: C 162 1966
 PW0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0238+STABILITY: POSITION/ELEVATION WELL
 PW0238
 PW0238  HISTORY     - Date     Condition        Report By
 PW0238  HISTORY     - 1966     MONUMENTED       CGS
 PW0238
 PW0238                          STATION DESCRIPTION
 PW0238
 PW0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0238'15.4 MI SW FROM DAYTON.
 PW0238'15.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0238'DAYTON, AT THE NORTH SIDE OF A LARGE CLEARING, IN THE TOP OF THE SOUTH
 PW0238'END OF A LARGE OUTCROP PROJECTING ABOUT 1/2 FOOT, 63 FEET SOUTH OF THE
 PW0238'CENTER LINE OF THE HIGHWAY, 9 FEET EAST OF THE EAST SIDE OF A LARGE
 PW0238'OUTCROP WHICH PROJECTS ABOUT 3 FEET, 3.5 FEET NORTH OF A WITNESS POST,
 PW0238'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0406 ***********************************************************************
 PW0406  DESIGNATION -  C 163
 PW0406  PID         -  PW0406
 PW0406  STATE/COUNTY-  WY/WASHAKIE
 PW0406  USGS QUAD   -  TEN SLEEP (1976)
 PW0406
 PW0406                         *CURRENT SURVEY CONTROL
 PW0406  ___________________________________________________________________
 PW0406* NAD 83(1986)-  44 00 03.     (N)    107 24 33.     (W)     SCALED    
 PW0406* NAVD 88     -      1370.380  (meters)    4495.99   (feet)  ADJUSTED  
 PW0406  ___________________________________________________________________
 PW0406  GEOID HEIGHT-         -10.76  (meters)                     GEOID03
 PW0406  DYNAMIC HT  -        1369.770 (meters)    4493.99  (feet)  COMP
 PW0406  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 PW0406
 PW0406  VERT ORDER  -  SECOND    CLASS 0
 PW0406
 PW0406.The horizontal coordinates were scaled from a topographic map and have
 PW0406.an estimated accuracy of +/- 6 seconds.
 PW0406
 PW0406.The orthometric height was determined by differential leveling
 PW0406.and adjusted by the National Geodetic Survey in June 1991..
 PW0406
 PW0406.The geoid height was determined by GEOID03.
 PW0406
 PW0406.The dynamic height is computed by dividing the NAVD 88
 PW0406.geopotential number by the normal gravity value computed on the
 PW0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0406.degrees latitude (g = 980.6199 gals.).
 PW0406
 PW0406.The modeled gravity was interpolated from observed gravity values.
 PW0406
 PW0406;                    North         East    Units  Estimated Accuracy
 PW0406;SPC WYEC     -   488,850.      393,920.      MT  (+/- 180 meters Scaled)
 PW0406
 PW0406                          SUPERSEDED SURVEY CONTROL
 PW0406
 PW0406  NGVD 29 (??/??/92) 1369.625  (m)         4493.51   (f) ADJ UNCH    2 0
 PW0406
 PW0406.Superseded values are not recommended for survey control.
 PW0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0406.See file dsdata.txt to determine how the superseded data were derived.
 PW0406
 PW0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ068747(NAD 83)
 PW0406_MARKER: DB = BENCH MARK DISK
 PW0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0406_STAMPING: C 163 1966
 PW0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0406+STABILITY: SURFACE MOTION
 PW0406
 PW0406  HISTORY     - Date     Condition        Report By
 PW0406  HISTORY     - 1966     MONUMENTED       CGS
 PW0406
 PW0406                          STATION DESCRIPTION
 PW0406
 PW0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0406'3.4 MI S FROM TEN SLEEP.
 PW0406'3.4 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY 16
 PW0406'AT TEN SLEEP, AT THE SUMMIT OF A HILL, AT THE JUNCTION OF A DRIVEWAY
 PW0406'SOUTHWEST, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 27 1/2
 PW0406'FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 22 FEET NORTHWEST
 PW0406'OF THE NORTHWEST END OF A METAL GATE, 2.7 FEET NORTHEAST OF A FENCE,
 PW0406'1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 PW0406'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 PW0406'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0093 ***********************************************************************
 OV0093  DESIGNATION -  C 164
 OV0093  PID         -  OV0093
 OV0093  STATE/COUNTY-  WY/WASHAKIE
 OV0093  USGS QUAD   -  BIG TRAILS (1976)
 OV0093
 OV0093                         *CURRENT SURVEY CONTROL
 OV0093  ___________________________________________________________________
 OV0093* NAD 83(1986)-  43 48 56.     (N)    107 21 06.     (W)     SCALED    
 OV0093* NAVD 88     -      1452.212  (meters)    4764.47   (feet)  ADJUSTED  
 OV0093  ___________________________________________________________________
 OV0093  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 OV0093  DYNAMIC HT  -        1451.519 (meters)    4762.19  (feet)  COMP
 OV0093  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 OV0093
 OV0093  VERT ORDER  -  SECOND    CLASS 0
 OV0093
 OV0093.The horizontal coordinates were scaled from a topographic map and have
 OV0093.an estimated accuracy of +/- 6 seconds.
 OV0093
 OV0093.The orthometric height was determined by differential leveling
 OV0093.and adjusted by the National Geodetic Survey in June 1991..
 OV0093
 OV0093.The geoid height was determined by GEOID03.
 OV0093
 OV0093.The dynamic height is computed by dividing the NAVD 88
 OV0093.geopotential number by the normal gravity value computed on the
 OV0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0093.degrees latitude (g = 980.6199 gals.).
 OV0093
 OV0093.The modeled gravity was interpolated from observed gravity values.
 OV0093
 OV0093;                    North         East    Units  Estimated Accuracy
 OV0093;SPC WYEC     -   468,260.      398,530.      MT  (+/- 180 meters Scaled)
 OV0093
 OV0093                          SUPERSEDED SURVEY CONTROL
 OV0093
 OV0093  NGVD 29 (??/??/92) 1451.424  (m)         4761.88   (f) ADJ UNCH    2 0
 OV0093
 OV0093.Superseded values are not recommended for survey control.
 OV0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0093.See file dsdata.txt to determine how the superseded data were derived.
 OV0093
 OV0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ108540(NAD 83)
 OV0093_MARKER: DB = BENCH MARK DISK
 OV0093_SETTING: 66 = SET IN ROCK OUTCROP
 OV0093_SP_SET: SANDSTONE OUTCROP
 OV0093_STAMPING: C 164 1966
 OV0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0093+STABILITY: POSITION/ELEVATION WELL
 OV0093
 OV0093  HISTORY     - Date     Condition        Report By
 OV0093  HISTORY     - 1966     MONUMENTED       CGS
 OV0093
 OV0093                          STATION DESCRIPTION
 OV0093
 OV0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0093'17.1 MI S FROM TEN SLEEP.
 OV0093'17.1 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0093'16 AT TEN SLEEP, NEAR A POINT WHERE A POWER LINE CROSSES THE ROAD
 OV0093'TWICE, IN THE TOP OF A MASSIVE SANDSTONE OUTCROP PROJECTING ABOUT 2
 OV0093'1/2 FEET, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 85 FEET
 OV0093'SOUTHWEST OF A POWER POLE WITH TWO GUY WIRES, 13.6 FEET SOUTH OF A
 OV0093'WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0119 ***********************************************************************
 OV0119  DESIGNATION -  C 165
 OV0119  PID         -  OV0119
 OV0119  STATE/COUNTY-  WY/WASHAKIE
 OV0119  USGS QUAD   -  CORNELL GULCH (1967)
 OV0119
 OV0119                         *CURRENT SURVEY CONTROL
 OV0119  ___________________________________________________________________
 OV0119* NAD 83(1986)-  43 34 54.     (N)    107 26 51.     (W)     SCALED    
 OV0119* NAVD 88     -      1655.727  (meters)    5432.16   (feet)  ADJUSTED  
 OV0119  ___________________________________________________________________
 OV0119  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 OV0119  DYNAMIC HT  -        1654.807 (meters)    5429.15  (feet)  COMP
 OV0119  MODELED GRAV-     980,004.5   (mgal)                       NAVD 88
 OV0119
 OV0119  VERT ORDER  -  SECOND    CLASS 0
 OV0119
 OV0119.The horizontal coordinates were scaled from a topographic map and have
 OV0119.an estimated accuracy of +/- 6 seconds.
 OV0119
 OV0119.The orthometric height was determined by differential leveling
 OV0119.and adjusted by the National Geodetic Survey in June 1991..
 OV0119
 OV0119.The geoid height was determined by GEOID03.
 OV0119
 OV0119.The dynamic height is computed by dividing the NAVD 88
 OV0119.geopotential number by the normal gravity value computed on the
 OV0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0119.degrees latitude (g = 980.6199 gals.).
 OV0119
 OV0119.The modeled gravity was interpolated from observed gravity values.
 OV0119
 OV0119;                    North         East    Units  Estimated Accuracy
 OV0119;SPC WYEC     -   442,280.      390,780.      MT  (+/- 180 meters Scaled)
 OV0119
 OV0119                          SUPERSEDED SURVEY CONTROL
 OV0119
 OV0119  NGVD 29 (??/??/92) 1654.842  (m)         5429.26   (f) ADJ UNCH    2 0
 OV0119
 OV0119.Superseded values are not recommended for survey control.
 OV0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0119.See file dsdata.txt to determine how the superseded data were derived.
 OV0119
 OV0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ023283(NAD 83)
 OV0119_MARKER: DB = BENCH MARK DISK
 OV0119_SETTING: 66 = SET IN ROCK OUTCROP
 OV0119_SP_SET: SANDSTONE OUTCROP
 OV0119_STAMPING: C 165 1966
 OV0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0119+STABILITY: POSITION/ELEVATION WELL
 OV0119
 OV0119  HISTORY     - Date     Condition        Report By
 OV0119  HISTORY     - 1966     MONUMENTED       CGS
 OV0119
 OV0119                          STATION DESCRIPTION
 OV0119
 OV0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0119'40.2 MI S FROM TEN SLEEP.
 OV0119'40.2 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0119'16 AT TEN SLEEP, 0.25 MILE EAST OF A CATTLEGUARD AND A LARGE STOCK
 OV0119'PEN, SET VERTICALLY IN THE SOUTH FACE AND NEAR THE NORTH CORNER OF A
 OV0119'MASSIVE RED SANDSTONE OUTCROP PROJECTING ABOUT 4 FEET, 39 FEET NORTH
 OV0119'OF THE CENTER LINE OF THE ROAD, 69 FEET NORTH AND ACROSS THE ROAD FROM
 OV0119'A POWER POLE WITH TWO GUY WIRES, ABOUT 5 FEET NORTH OF THE NORTH SIDE
 OV0119'OF A SMALL IRRIGATION DITCH, 1.2 FEET NORTHWEST OF A WITNESS POST, AND
 OV0119'ABOUT 12 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0338 ***********************************************************************
 MO0338  DESIGNATION -  C 166
 MO0338  PID         -  MO0338
 MO0338  STATE/COUNTY-  WY/PLATTE
 MO0338  USGS QUAD   -  FERGUSON CORNER (1990)
 MO0338
 MO0338                         *CURRENT SURVEY CONTROL
 MO0338  ___________________________________________________________________
 MO0338* NAD 83(1986)-  41 58 23.     (N)    104 58 55.     (W)     SCALED    
 MO0338* NAVD 88     -      1526.764  (meters)    5009.06   (feet)  ADJUSTED  
 MO0338  ___________________________________________________________________
 MO0338  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 MO0338  DYNAMIC HT  -        1525.731 (meters)    5005.67  (feet)  COMP
 MO0338  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 MO0338
 MO0338  VERT ORDER  -  SECOND    CLASS 0
 MO0338
 MO0338.The horizontal coordinates were scaled from a topographic map and have
 MO0338.an estimated accuracy of +/- 6 seconds.
 MO0338
 MO0338.The orthometric height was determined by differential leveling
 MO0338.and adjusted by the National Geodetic Survey in June 1991..
 MO0338
 MO0338.The geoid height was determined by GEOID03.
 MO0338
 MO0338.The dynamic height is computed by dividing the NAVD 88
 MO0338.geopotential number by the normal gravity value computed on the
 MO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0338.degrees latitude (g = 980.6199 gals.).
 MO0338
 MO0338.The modeled gravity was interpolated from observed gravity values.
 MO0338
 MO0338;                    North         East    Units  Estimated Accuracy
 MO0338;SPC WY E     -   163,600.      215,310.      MT  (+/- 180 meters Scaled)
 MO0338
 MO0338                          SUPERSEDED SURVEY CONTROL
 MO0338
 MO0338  NGVD 29 (??/??/92) 1525.931  (m)         5006.33   (f) ADJ UNCH    2 0
 MO0338
 MO0338.Superseded values are not recommended for survey control.
 MO0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0338.See file dsdata.txt to determine how the superseded data were derived.
 MO0338
 MO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG014467(NAD 83)
 MO0338_MARKER: DB = BENCH MARK DISK
 MO0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0338_SP_SET: GATE WALL
 MO0338_STAMPING: C 166 1966
 MO0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0338
 MO0338  HISTORY     - Date     Condition        Report By
 MO0338  HISTORY     - 1966     MONUMENTED       CGS
 MO0338  HISTORY     - 1979     GOOD             WYHD
 MO0338
 MO0338                          STATION DESCRIPTION
 MO0338
 MO0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0338'6.8 MI S FROM WHEATLAND.
 MO0338'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE
 MO0338'AT WHEATLAND, THENCE 6.2 MILES SOUTH ALONG COUNTY ROAD 1601,
 MO0338'1.0 MILE NORTH OF BENCH MARK M 87, AT THE SOUTHEAST CORNER OF
 MO0338'THE INTERSECTION OF AN EAST-WEST GRAVELED ROAD, AT THE CROSSING
 MO0338'OF A POWER LINE, IN THE TOP OF THE EAST CONCRETE WALL OF A FLOOD
 MO0338'CONTROL GATE, 0.6 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE
 MO0338'WALL, 36 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 34 FEET
 MO0338'SOUTH OF THE CENTER LINE OF THE ROAD EAST, 21 FEET SOUTH OF THE
 MO0338'SOUTH END OF A 24-INCH PIPE CULVERT, AND ABOUT 1 FOOT HIGHER
 MO0338'THAN THE ROAD.
 MO0338
 MO0338                          STATION RECOVERY (1979)
 MO0338
 MO0338'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1979
 MO0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0754 ***********************************************************************
 MO0754  DESIGNATION -  C 167
 MO0754  PID         -  MO0754
 MO0754  STATE/COUNTY-  WY/ALBANY
 MO0754  USGS QUAD   -  BOSLER SE (1981)
 MO0754
 MO0754                         *CURRENT SURVEY CONTROL
 MO0754  ___________________________________________________________________
 MO0754* NAD 83(1986)-  41 35 30.     (N)    105 37 28.     (W)     SCALED    
 MO0754* NAVD 88     -      2190.438  (meters)    7186.46   (feet)  ADJUSTED  
 MO0754  ___________________________________________________________________
 MO0754  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 MO0754  DYNAMIC HT  -        2188.593 (meters)    7180.41  (feet)  COMP
 MO0754  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 MO0754
 MO0754  VERT ORDER  -  SECOND    CLASS 0
 MO0754
 MO0754.The horizontal coordinates were scaled from a topographic map and have
 MO0754.an estimated accuracy of +/- 6 seconds.
 MO0754
 MO0754.The orthometric height was determined by differential leveling
 MO0754.and adjusted by the National Geodetic Survey in June 1991..
 MO0754
 MO0754.The geoid height was determined by GEOID03.
 MO0754
 MO0754.The dynamic height is computed by dividing the NAVD 88
 MO0754.geopotential number by the normal gravity value computed on the
 MO0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0754.degrees latitude (g = 980.6199 gals.).
 MO0754
 MO0754.The modeled gravity was interpolated from observed gravity values.
 MO0754
 MO0754;                    North         East    Units  Estimated Accuracy
 MO0754;SPC WY E     -   121,330.      161,830.      MT  (+/- 180 meters Scaled)
 MO0754
 MO0754                          SUPERSEDED SURVEY CONTROL
 MO0754
 MO0754  NGVD 29 (??/??/92) 2189.389  (m)         7183.02   (f) ADJ UNCH    2 0
 MO0754
 MO0754.Superseded values are not recommended for survey control.
 MO0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0754.See file dsdata.txt to determine how the superseded data were derived.
 MO0754
 MO0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG479046(NAD 83)
 MO0754_MARKER: DB = BENCH MARK DISK
 MO0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0754_STAMPING: C 167 1966
 MO0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0754+STABILITY: SURFACE MOTION
 MO0754
 MO0754  HISTORY     - Date     Condition        Report By
 MO0754  HISTORY     - 1966     MONUMENTED       CGS
 MO0754
 MO0754                          STATION DESCRIPTION
 MO0754
 MO0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0754'5.9 MI NE FROM BOSLER.
 MO0754'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0754'BOSLER, THENCE 3.95 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.15
 MO0754'MILE NORTHEAST OF A T FENCE JUNCTION, 99 FEET NORTHWEST OF THE
 MO0754'CENTER LINE OF THE HIGHWAY, 46 FEET NORTHEAST OF BENCH MARK 7182
 MO0754'(WSHD), 16.8 FEET NORTHEAST OF THE NORTHEAST END OF A GATE, 2.7
 MO0754'FEET SOUTHEAST OF A FENCE, 1.9 FEET SOUTHWEST OF A WITNESS
 MO0754'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 MO0754'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0416 ***********************************************************************
 MO0416  DESIGNATION -  C 168
 MO0416  PID         -  MO0416
 MO0416  STATE/COUNTY-  WY/ALBANY
 MO0416  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0416
 MO0416                         *CURRENT SURVEY CONTROL
 MO0416  ___________________________________________________________________
 MO0416* NAD 83(1986)-  41 44 10.     (N)    105 18 46.     (W)     SCALED    
 MO0416* NAVD 88     -      1901.822  (meters)    6239.56   (feet)  ADJUSTED  
 MO0416  ___________________________________________________________________
 MO0416  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 MO0416  DYNAMIC HT  -        1900.374 (meters)    6234.81  (feet)  COMP
 MO0416  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 MO0416
 MO0416  VERT ORDER  -  SECOND    CLASS 0
 MO0416
 MO0416.The horizontal coordinates were scaled from a topographic map and have
 MO0416.an estimated accuracy of +/- 6 seconds.
 MO0416
 MO0416.The orthometric height was determined by differential leveling
 MO0416.and adjusted by the National Geodetic Survey in June 1991..
 MO0416
 MO0416.The geoid height was determined by GEOID03.
 MO0416
 MO0416.The dynamic height is computed by dividing the NAVD 88
 MO0416.geopotential number by the normal gravity value computed on the
 MO0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0416.degrees latitude (g = 980.6199 gals.).
 MO0416
 MO0416.The modeled gravity was interpolated from observed gravity values.
 MO0416
 MO0416;                    North         East    Units  Estimated Accuracy
 MO0416;SPC WY E     -   137,280.      187,850.      MT  (+/- 180 meters Scaled)
 MO0416
 MO0416                          SUPERSEDED SURVEY CONTROL
 MO0416
 MO0416  NGVD 29 (??/??/92) 1900.906  (m)         6236.56   (f) ADJ UNCH    2 0
 MO0416
 MO0416.Superseded values are not recommended for survey control.
 MO0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0416.See file dsdata.txt to determine how the superseded data were derived.
 MO0416
 MO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG739205(NAD 83)
 MO0416_MARKER: DB = BENCH MARK DISK
 MO0416_SETTING: 66 = SET IN ROCK OUTCROP
 MO0416_SP_SET: OUTCROP
 MO0416_STAMPING: C 168 1966
 MO0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0416+STABILITY: POSITION/ELEVATION WELL
 MO0416
 MO0416  HISTORY     - Date     Condition        Report By
 MO0416  HISTORY     - 1966     MONUMENTED       CGS
 MO0416
 MO0416                          STATION DESCRIPTION
 MO0416
 MO0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0416'36.6 MI SW FROM WHEATLAND.
 MO0416'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0416'WHEATLAND, THENCE 24.05 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0416'THENCE 4.85 MILES SOUTH ALONG OLD WHEATLAND ROAD, THENCE 0.95
 MO0416'MILE NORTHEAST ALONG A DIRT ROAD, 0.35 MILE NORTHEAST OF A GATE,
 MO0416'0.3 MILE NORTHEAST OF THE JUNCTION OF A ROAD, AT THE WEST END OF
 MO0416'A CURVE, IN THE TOP OF AN OUTCROP PROJECTING ABOUT 1 FOOT, 27
 MO0416'FEET NORTH OF THE CENTER LINE OF THE ROAD, 15.5 FEET
 MO0416'SOUTH-SOUTHWEST OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 MO0416'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0220 ***********************************************************************
 MR0220  DESIGNATION -  C 169
 MR0220  PID         -  MR0220
 MR0220  STATE/COUNTY-  WY/LINCOLN
 MR0220  USGS QUAD   -  SAGE (1985)
 MR0220
 MR0220                         *CURRENT SURVEY CONTROL
 MR0220  ___________________________________________________________________
 MR0220* NAD 83(1986)-  41 49 06.     (N)    110 56 46.     (W)     SCALED    
 MR0220* NAVD 88     -      1936.794  (meters)    6354.30   (feet)  ADJUSTED  
 MR0220  ___________________________________________________________________
 MR0220  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 MR0220  DYNAMIC HT  -        1935.203 (meters)    6349.08  (feet)  COMP
 MR0220  MODELED GRAV-     979,732.5   (mgal)                       NAVD 88
 MR0220
 MR0220  VERT ORDER  -  SECOND    CLASS 0
 MR0220
 MR0220.The horizontal coordinates were scaled from a topographic map and have
 MR0220.an estimated accuracy of +/- 6 seconds.
 MR0220
 MR0220.The orthometric height was determined by differential leveling
 MR0220.and adjusted by the National Geodetic Survey in June 1991..
 MR0220
 MR0220.The geoid height was determined by GEOID03.
 MR0220
 MR0220.The dynamic height is computed by dividing the NAVD 88
 MR0220.geopotential number by the normal gravity value computed on the
 MR0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0220.degrees latitude (g = 980.6199 gals.).
 MR0220
 MR0220.The modeled gravity was interpolated from observed gravity values.
 MR0220
 MR0220;                    North         East    Units  Estimated Accuracy
 MR0220;SPC WY W     -   246,760.      728,320.      MT  (+/- 180 meters Scaled)
 MR0220
 MR0220                          SUPERSEDED SURVEY CONTROL
 MR0220
 MR0220  NGVD 29 (??/??/92) 1935.496  (m)         6350.04   (f) ADJ UNCH    2 0
 MR0220
 MR0220.Superseded values are not recommended for survey control.
 MR0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0220.See file dsdata.txt to determine how the superseded data were derived.
 MR0220
 MR0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM044296(NAD 83)
 MR0220_MARKER: DB = BENCH MARK DISK
 MR0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0220_SP_SET: ABUTMENT
 MR0220_STAMPING: C 169 1966
 MR0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0220
 MR0220  HISTORY     - Date     Condition        Report By
 MR0220  HISTORY     - 1966     MONUMENTED       CGS
 MR0220
 MR0220                          STATION DESCRIPTION
 MR0220
 MR0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0220'0.85 MI E FROM SAGE.
 MR0220'0.85 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM A GRAVELED ROAD
 MR0220'CROSSING AT SAGE, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 MR0220'CONCRETE ABUTMENT OF RAILROAD BRIDGE 62.45, 6.8 FEET SOUTHEAST OF THE
 MR0220'SOUTHEAST RAIL, 0.4 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 MR0220'ABUTMENT, 0.6 FOOT SOUTHWEST OF THE NORTHEAST EDGE OF THE ABUTMENT,
 MR0220'ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0222 ***********************************************************************
 MQ0222  DESIGNATION -  C 17
 MQ0222  PID         -  MQ0222
 MQ0222  STATE/COUNTY-  WY/SWEETWATER
 MQ0222  USGS QUAD   -  HAYSTACK BUTTES SOUTH (1987)
 MQ0222
 MQ0222                         *CURRENT SURVEY CONTROL
 MQ0222  ___________________________________________________________________
 MQ0222* NAD 83(1986)-  41 03 12.     (N)    109 37 19.     (W)     SCALED    
 MQ0222* NAVD 88     -      1895.292  (meters)    6218.14   (feet)  ADJUSTED  
 MQ0222  ___________________________________________________________________
 MQ0222  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 MQ0222  DYNAMIC HT  -        1893.581 (meters)    6212.52  (feet)  COMP
 MQ0222  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 MQ0222
 MQ0222  VERT ORDER  -  FIRST     CLASS II
 MQ0222
 MQ0222.The horizontal coordinates were scaled from a topographic map and have
 MQ0222.an estimated accuracy of +/- 6 seconds.
 MQ0222
 MQ0222.The orthometric height was determined by differential leveling
 MQ0222.and adjusted by the National Geodetic Survey in June 1991..
 MQ0222
 MQ0222.The geoid height was determined by GEOID03.
 MQ0222
 MQ0222.The dynamic height is computed by dividing the NAVD 88
 MQ0222.geopotential number by the normal gravity value computed on the
 MQ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0222.degrees latitude (g = 980.6199 gals.).
 MQ0222
 MQ0222.The modeled gravity was interpolated from observed gravity values.
 MQ0222
 MQ0222;                    North         East    Units  Estimated Accuracy
 MQ0222;SPC WYWC     -    61,810.      526,700.      MT  (+/- 180 meters Scaled)
 MQ0222
 MQ0222                          SUPERSEDED SURVEY CONTROL
 MQ0222
 MQ0222  NGVD 29 (??/??/92) 1894.000  (m)         6213.90   (f) ADJ UNCH    1 2
 MQ0222
 MQ0222.Superseded values are not recommended for survey control.
 MQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0222.See file dsdata.txt to determine how the superseded data were derived.
 MQ0222
 MQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL158455(NAD 83)
 MQ0222_MARKER: DB = BENCH MARK DISK
 MQ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0222_STAMPING: 6213.898 C 17 1933
 MQ0222_MARK LOGO: CGS   
 MQ0222_PROJECTION: PROJECTING 10 CENTIMETERS
 MQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0222+STABILITY: SURFACE MOTION
 MQ0222
 MQ0222  HISTORY     - Date     Condition        Report By
 MQ0222  HISTORY     - 1933     MONUMENTED       CGS
 MQ0222  HISTORY     - 1984     GOOD             NGS
 MQ0222
 MQ0222                          STATION DESCRIPTION
 MQ0222
 MQ0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0222'4.9 MI N FROM LINWOOD, UT.
 MQ0222'IN SWEETWATER COUNTY, WYOMING, ABOUT 4.9 MILES NORTH ALONG THE
 MQ0222'LINWOOD-GREEN RIVER HIGHWAY FROM LINWOOD, DAGGETT COUNTY, UTAH, ABOUT
 MQ0222'2.0 MILES NORTH OF THE HEAD OF A TRIBUTARY TO LINWOOD CANYON, AT THE
 MQ0222'SOUTH END OF A TANGENT, ON THE TOP OF A FLAT-TOPPED RIDGE, ABOUT 450
 MQ0222'FEET SOUTH OF THE RIM, AND ABOUT 60 FEET EAST OF THE CENTER LINE OF
 MQ0222'THE HIGHWAY.  A STANDARD DISK, STAMPED 6213.898 C 17 1933 AND SET IN
 MQ0222'THE TOP OF A CONCRETE POST PROJECTING ABOUT 7 INCHES ABOVE GROUND.
 MQ0222
 MQ0222                          STATION RECOVERY (1984)
 MQ0222
 MQ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0222'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.6 KM
 MQ0222'(7.85 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM THERE
 MQ0222'JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 135.7 M (445.2 FT) SOUTHWEST
 MQ0222'OF THE CENTER OF A DIRT ROAD LEADING EAST, AND 38.7 M (127.0 FT)
 MQ0222'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 MQ0222'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MQ0222'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0009 ***********************************************************************
 NR0009  DESIGNATION -  C 18
 NR0009  PID         -  NR0009
 NR0009  STATE/COUNTY-  WY/NATRONA
 NR0009  USGS QUAD   -  CASPER (1984)
 NR0009
 NR0009                         *CURRENT SURVEY CONTROL
 NR0009  ___________________________________________________________________
 NR0009* NAD 83(1986)-  42 51 14.     (N)    106 19 24.     (W)     SCALED    
 NR0009* NAVD 88     -      1561.894  (meters)    5124.31   (feet)  ADJUSTED  
 NR0009  ___________________________________________________________________
 NR0009  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 NR0009  DYNAMIC HT  -        1560.925 (meters)    5121.13  (feet)  COMP
 NR0009  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 NR0009
 NR0009  VERT ORDER  -  FIRST     CLASS II
 NR0009
 NR0009.The horizontal coordinates were scaled from a topographic map and have
 NR0009.an estimated accuracy of +/- 6 seconds.
 NR0009
 NR0009.The orthometric height was determined by differential leveling
 NR0009.and adjusted by the National Geodetic Survey in June 1991..
 NR0009
 NR0009.The geoid height was determined by GEOID03.
 NR0009
 NR0009.The dynamic height is computed by dividing the NAVD 88
 NR0009.geopotential number by the normal gravity value computed on the
 NR0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0009.degrees latitude (g = 980.6199 gals.).
 NR0009
 NR0009.The modeled gravity was interpolated from observed gravity values.
 NR0009
 NR0009;                    North         East    Units  Estimated Accuracy
 NR0009;SPC WYEC     -   361,920.      482,550.      MT  (+/- 180 meters Scaled)
 NR0009
 NR0009                          SUPERSEDED SURVEY CONTROL
 NR0009
 NR0009  NGVD 29 (06/08/92) 1561.024  (m)         5121.46   (f) ADJUSTED    1 2
 NR0009
 NR0009.Superseded values are not recommended for survey control.
 NR0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0009.See file dsdata.txt to determine how the superseded data were derived.
 NR0009
 NR0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH918454(NAD 83)
 NR0009_MARKER: DB = BENCH MARK DISK
 NR0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NR0009_SP_SET: BUILDING
 NR0009_STAMPING: C 18 1934
 NR0009_MARK LOGO: CGS   
 NR0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0009
 NR0009  HISTORY     - Date     Condition        Report By
 NR0009  HISTORY     - 1934     MONUMENTED       CGS
 NR0009  HISTORY     - 1982     GOOD             NGS
 NR0009
 NR0009                          STATION DESCRIPTION
 NR0009
 NR0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0009'IN CASPER.
 NR0009'AT CASPER, NATRONA COUNTY, IN THE NORTH FACE OF THE CHICAGO,
 NR0009'BURLINGTON AND QUINCY RAILROAD PASSENGER STATION, 9.2 FEET EAST OF THE
 NR0009'CENTER LINE OF THE EAST ENTRANCE TO THE WAITING ROOM, 4.2 FEET WEST OF
 NR0009'THE NORTHEAST CORNER OF THE WATING ROOM, AND 3.4 FEET ABOVE THE
 NR0009'SIDEWALK.  A STANDARD DISK, STAMPED C 18 1934 AND SET VERTICALLY.
 NR0009
 NR0009                          STATION RECOVERY (1982)
 NR0009
 NR0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0009'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN CASPER, AT
 NR0009'360 EAST C STREET, SET VERTICALLY IN THE NORTH FACE OF THE EAST PIER
 NR0009'OF THE NORTH ENTRANCE TO THE BURLINGTON NORTHERN RAILROAD STATION AND
 NR0009'TRAILWAYS BUS DEPOT, 33.9 METERS (111.2 FT) EAST OF THE NORTHWEST
 NR0009'CORNER OF THE BUILDING, 12.0 METERS (39.4 FT) WEST OF THE NORTHEAST
 NR0009'CORNER OF THE BUILDING AND 2.8 METERS (9.2 FT) EAST OF THE CENTER OF
 NR0009'THE NORTH ENTRANCE.
 NR0009'THE MARK IS 1.0 M ABOVE THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0146 ***********************************************************************
 MQ0146  DESIGNATION -  C 19
 MQ0146  PID         -  MQ0146
 MQ0146  STATE/COUNTY-  WY/SWEETWATER
 MQ0146  USGS QUAD   -  PILOT BUTTE (1978)
 MQ0146
 MQ0146                         *CURRENT SURVEY CONTROL
 MQ0146  ___________________________________________________________________
 MQ0146* NAD 83(1986)-  41 40 56.     (N)    109 16 36.     (W)     SCALED    
 MQ0146* NAVD 88     -      2007.476  (meters)    6586.19   (feet)  ADJUSTED  
 MQ0146  ___________________________________________________________________
 MQ0146  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 MQ0146  DYNAMIC HT  -        2005.795 (meters)    6580.68  (feet)  COMP
 MQ0146  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 MQ0146
 MQ0146  VERT ORDER  -  FIRST     CLASS II
 MQ0146
 MQ0146.The horizontal coordinates were scaled from a topographic map and have
 MQ0146.an estimated accuracy of +/- 6 seconds.
 MQ0146
 MQ0146.The orthometric height was determined by differential leveling
 MQ0146.and adjusted by the National Geodetic Survey in June 1991..
 MQ0146
 MQ0146.The geoid height was determined by GEOID03.
 MQ0146
 MQ0146.The dynamic height is computed by dividing the NAVD 88
 MQ0146.geopotential number by the normal gravity value computed on the
 MQ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0146.degrees latitude (g = 980.6199 gals.).
 MQ0146
 MQ0146.The modeled gravity was interpolated from observed gravity values.
 MQ0146
 MQ0146;                    North         East    Units  Estimated Accuracy
 MQ0146;SPC WYWC     -   131,420.      556,150.      MT  (+/- 180 meters Scaled)
 MQ0146
 MQ0146                          SUPERSEDED SURVEY CONTROL
 MQ0146
 MQ0146  NGVD 29 (??/??/92) 2006.212  (m)         6582.05   (f) ADJ UNCH    1 2
 MQ0146
 MQ0146.Superseded values are not recommended for survey control.
 MQ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0146.See file dsdata.txt to determine how the superseded data were derived.
 MQ0146
 MQ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM434159(NAD 83)
 MQ0146_MARKER: DB = BENCH MARK DISK
 MQ0146_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0146_SP_SET: SANDSTONE OUTCROP
 MQ0146_STAMPING: 6581.929 C 19 1933
 MQ0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0146+STABILITY: POSITION/ELEVATION WELL
 MQ0146
 MQ0146  HISTORY     - Date     Condition        Report By
 MQ0146  HISTORY     - 1933     MONUMENTED       CGS
 MQ0146
 MQ0146                          STATION DESCRIPTION
 MQ0146
 MQ0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0146'7.8 MI N FROM ROCK SPRINGS.
 MQ0146'7.8 MILES NORTH ALONG U.S. HIGHWAY 187 FROM ROCK SPRINGS, SWEETWATER
 MQ0146'COUNTY, ABOUT 1/4 MILE SOUTHWEST OF A WINDMILL , 220 FEET SOUTH OF A
 MQ0146'CONCRETE CULVERT, 221 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MQ0146'HIGHWAY, AND IN THE TOP OF A SANDSTONE OUTCROP MARKED BY A PYRAMID OF
 MQ0146'LOOSE STONES.  A STANDARD DISK, STAMPED 6581.929 C 19 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0091 ***********************************************************************
 NS0091  DESIGNATION -  C 20
 NS0091  PID         -  NS0091
 NS0091  STATE/COUNTY-  WY/FREMONT
 NS0091  USGS QUAD   -  PARTING OF THE WAYS (1980)
 NS0091
 NS0091                         *CURRENT SURVEY CONTROL
 NS0091  ___________________________________________________________________
 NS0091* NAD 83(1986)-  42 15 02.     (N)    109 07 44.     (W)     SCALED    
 NS0091* NAVD 88     -      2129.777  (meters)    6987.44   (feet)  ADJUSTED  
 NS0091  ___________________________________________________________________
 NS0091  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NS0091  DYNAMIC HT  -        2127.974 (meters)    6981.53  (feet)  COMP
 NS0091  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 NS0091
 NS0091  VERT ORDER  -  FIRST     CLASS II
 NS0091
 NS0091.The horizontal coordinates were scaled from a topographic map and have
 NS0091.an estimated accuracy of +/- 6 seconds.
 NS0091
 NS0091.The orthometric height was determined by differential leveling
 NS0091.and adjusted by the National Geodetic Survey in June 1991..
 NS0091
 NS0091.The geoid height was determined by GEOID03.
 NS0091
 NS0091.The dynamic height is computed by dividing the NAVD 88
 NS0091.geopotential number by the normal gravity value computed on the
 NS0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0091.degrees latitude (g = 980.6199 gals.).
 NS0091
 NS0091.The modeled gravity was interpolated from observed gravity values.
 NS0091
 NS0091;                    North         East    Units  Estimated Accuracy
 NS0091;SPC WYWC     -   194,480.      568,730.      MT  (+/- 180 meters Scaled)
 NS0091
 NS0091                          SUPERSEDED SURVEY CONTROL
 NS0091
 NS0091  NGVD 29 (??/??/92) 2128.475  (m)         6983.17   (f) ADJ UNCH    1 2
 NS0091
 NS0091.Superseded values are not recommended for survey control.
 NS0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0091.See file dsdata.txt to determine how the superseded data were derived.
 NS0091
 NS0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM543792(NAD 83)
 NS0091_MARKER: DB = BENCH MARK DISK
 NS0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0091_STAMPING: 6982.827 C 20 1933
 NS0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0091+STABILITY: SURFACE MOTION
 NS0091
 NS0091  HISTORY     - Date     Condition        Report By
 NS0091  HISTORY     - 1933     MONUMENTED       CGS
 NS0091
 NS0091                          STATION DESCRIPTION
 NS0091
 NS0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0091'22.4 MI NE FROM FARSON.
 NS0091'IN FREMONT COUNTY, 22.4 MILES NORTHEAST ALONG THE ROAD TO SOUTH PASS
 NS0091'CITY FROM FARSON, SWEETWATER COUNTY, ABOUT 1/3 MILE NORTHEAST OF A
 NS0091'CULVERT, 0.1 MILE SOUTHWEST OF A ROAD JUNCTION, AND 79 FEET NORTHWEST
 NS0091'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED 6982.827 C
 NS0091'20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 NS0091'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0057 ***********************************************************************
 NS0057  DESIGNATION -  C 21
 NS0057  PID         -  NS0057
 NS0057  STATE/COUNTY-  WY/FREMONT
 NS0057  USGS QUAD   -  LANDER (1978)
 NS0057
 NS0057                         *CURRENT SURVEY CONTROL
 NS0057  ___________________________________________________________________
 NS0057* NAD 83(1986)-  42 50 05.     (N)    108 43 54.     (W)     SCALED    
 NS0057* NAVD 88     -      1632.717  (meters)    5356.67   (feet)  ADJUSTED  
 NS0057  ___________________________________________________________________
 NS0057  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 NS0057  DYNAMIC HT  -        1631.633 (meters)    5353.12  (feet)  COMP
 NS0057  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 NS0057
 NS0057  VERT ORDER  -  FIRST     CLASS II
 NS0057
 NS0057.The horizontal coordinates were scaled from a topographic map and have
 NS0057.an estimated accuracy of +/- 6 seconds.
 NS0057
 NS0057.The orthometric height was determined by differential leveling
 NS0057.and adjusted by the National Geodetic Survey in June 1991..
 NS0057
 NS0057.The geoid height was determined by GEOID03.
 NS0057
 NS0057.The dynamic height is computed by dividing the NAVD 88
 NS0057.geopotential number by the normal gravity value computed on the
 NS0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0057.degrees latitude (g = 980.6199 gals.).
 NS0057
 NS0057.The modeled gravity was interpolated from observed gravity values.
 NS0057
 NS0057;                    North         East    Units  Estimated Accuracy
 NS0057;SPC WYWC     -   259,290.      601,500.      MT  (+/- 180 meters Scaled)
 NS0057
 NS0057                          SUPERSEDED SURVEY CONTROL
 NS0057
 NS0057  NGVD 29 (??/??/92) 1631.704  (m)         5353.35   (f) ADJ UNCH    1 2
 NS0057
 NS0057.Superseded values are not recommended for survey control.
 NS0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0057.See file dsdata.txt to determine how the superseded data were derived.
 NS0057
 NS0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN853449(NAD 83)
 NS0057_MARKER: DB = BENCH MARK DISK
 NS0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NS0057_SP_SET: GRANITE SLAB
 NS0057_STAMPING: 5352.876 C 21 1933
 NS0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NS0057+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 NS0057
 NS0057  HISTORY     - Date     Condition        Report By
 NS0057  HISTORY     - 1933     MONUMENTED       CGS
 NS0057  HISTORY     - 1973     GOOD             NGS
 NS0057  HISTORY     - 20000917 GOOD             NGS
 NS0057
 NS0057                          STATION DESCRIPTION
 NS0057
 NS0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0057'IN LANDER.
 NS0057'AT LANDER, FREMONT COUNTY, AT THE POST OFFICE, AT THE SOUTH SIDE OF
 NS0057'THE EAST ENTRANCE, AND IN A GRANITE SLAB.  A STANDARD DISK, STAMPED
 NS0057'5352.876 C 21 1933.
 NS0057
 NS0057                          STATION RECOVERY (1973)
 NS0057
 NS0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NS0057'RECOVERED IN GOOD CONDITION.
 NS0057
 NS0057                          STATION RECOVERY (2000)
 NS0057
 NS0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 NS0057'BUILDING AT SE CORNER OF NORTH 3RD ST. AND LINCOLN ST. IS NO LONGER A
 NS0057'POST OFFICE AND COURTHOUSE.  DISK IS ABOUT 15 CM SOUTH OF USAF GRAVITY
 NS0057'DISK LANDER B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0062 ***********************************************************************
 OW0062  DESIGNATION -  C 22
 OW0062  PID         -  OW0062
 OW0062  STATE/COUNTY-  WY/FREMONT
 OW0062  USGS QUAD   -  HIDDEN VALLEY (1980)
 OW0062
 OW0062                         *CURRENT SURVEY CONTROL
 OW0062  ___________________________________________________________________
 OW0062* NAD 83(1986)-  43 14 07.     (N)    108 07 33.     (W)     SCALED    
 OW0062* NAVD 88     -      1466.116  (meters)    4810.08   (feet)  ADJUSTED  
 OW0062  ___________________________________________________________________
 OW0062  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 OW0062  DYNAMIC HT  -        1465.185 (meters)    4807.03  (feet)  COMP
 OW0062  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 OW0062
 OW0062  VERT ORDER  -  FIRST     CLASS II
 OW0062
 OW0062.The horizontal coordinates were scaled from a topographic map and have
 OW0062.an estimated accuracy of +/- 6 seconds.
 OW0062
 OW0062.The orthometric height was determined by differential leveling
 OW0062.and adjusted by the National Geodetic Survey in June 1991..
 OW0062
 OW0062.The geoid height was determined by GEOID03.
 OW0062
 OW0062.The dynamic height is computed by dividing the NAVD 88
 OW0062.geopotential number by the normal gravity value computed on the
 OW0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0062.degrees latitude (g = 980.6199 gals.).
 OW0062
 OW0062.The modeled gravity was interpolated from observed gravity values.
 OW0062
 OW0062;                    North         East    Units  Estimated Accuracy
 OW0062;SPC WYWC     -   303,980.      650,700.      MT  (+/- 180 meters Scaled)
 OW0062
 OW0062                          SUPERSEDED SURVEY CONTROL
 OW0062
 OW0062  NGVD 29 (??/??/92) 1465.174  (m)         4806.99   (f) ADJ UNCH    1 2
 OW0062
 OW0062.Superseded values are not recommended for survey control.
 OW0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0062.See file dsdata.txt to determine how the superseded data were derived.
 OW0062
 OW0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN333909(NAD 83)
 OW0062_MARKER: DB = BENCH MARK DISK
 OW0062_SETTING: 66 = SET IN ROCK OUTCROP
 OW0062_SP_SET: ROCK OUTCROP
 OW0062_STAMPING: 4806.421 C 22 1933
 OW0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0062+STABILITY: POSITION/ELEVATION WELL
 OW0062
 OW0062  HISTORY     - Date     Condition        Report By
 OW0062  HISTORY     - 1933     MONUMENTED       CGS
 OW0062  HISTORY     - 1957     GOOD             USGS
 OW0062
 OW0062                          STATION DESCRIPTION
 OW0062
 OW0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0062'0.8 MI SW FROM SHOSHONI.
 OW0062'0.8 MILE SOUTHWEST ALONG STATE HIGHWAY 320 FROM SHOSHONI, FREMONT
 OW0062'COUNTY, 0.6 MILE EAST OF A BRIDGE, EAST OF AND ANGLE IN A ROW OF
 OW0062'POLES, 55 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE
 OW0062'TOP OF A ROCK OUTCROP MARKED BY A PYRAMID OF STONES.  A STANDARD DISK,
 OW0062'STAMPED 4806.421 C 22 1933.
 OW0062
 OW0062                          STATION RECOVERY (1957)
 OW0062
 OW0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OW0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0005 ***********************************************************************
 OW0005  DESIGNATION -  C 23
 OW0005  PID         -  OW0005
 OW0005  STATE/COUNTY-  WY/HOT SPRINGS
 OW0005  USGS QUAD   -  THERMOPOLIS (1960)
 OW0005
 OW0005                         *CURRENT SURVEY CONTROL
 OW0005  ___________________________________________________________________
 OW0005* NAD 83(1986)-  43 38 59.     (N)    108 12 31.     (W)     SCALED    
 OW0005* NAVD 88     -      1319.593  (meters)    4329.36   (feet)  ADJUSTED  
 OW0005  ___________________________________________________________________
 OW0005  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 OW0005  DYNAMIC HT  -        1318.914 (meters)    4327.14  (feet)  COMP
 OW0005  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 OW0005
 OW0005  VERT ORDER  -  FIRST     CLASS II
 OW0005
 OW0005.The horizontal coordinates were scaled from a topographic map and have
 OW0005.an estimated accuracy of +/- 6 seconds.
 OW0005
 OW0005.The orthometric height was determined by differential leveling
 OW0005.and adjusted by the National Geodetic Survey in June 1991..
 OW0005
 OW0005.The geoid height was determined by GEOID03.
 OW0005
 OW0005.The dynamic height is computed by dividing the NAVD 88
 OW0005.geopotential number by the normal gravity value computed on the
 OW0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0005.degrees latitude (g = 980.6199 gals.).
 OW0005
 OW0005.The modeled gravity was interpolated from observed gravity values.
 OW0005
 OW0005;                    North         East    Units  Estimated Accuracy
 OW0005;SPC WYWC     -   349,980.      643,680.      MT  (+/- 180 meters Scaled)
 OW0005
 OW0005                          SUPERSEDED SURVEY CONTROL
 OW0005
 OW0005  NGVD 29 (??/??/92) 1318.782  (m)         4326.70   (f) ADJ UNCH    1 2
 OW0005
 OW0005.Superseded values are not recommended for survey control.
 OW0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0005.See file dsdata.txt to determine how the superseded data were derived.
 OW0005
 OW0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP251367(NAD 83)
 OW0005_MARKER: DB = BENCH MARK DISK
 OW0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0005_SP_SET: CONCRETE BASE
 OW0005_STAMPING: 4326.126 C 23 1933
 OW0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0005
 OW0005  HISTORY     - Date     Condition        Report By
 OW0005  HISTORY     - 1933     MONUMENTED       CGS
 OW0005  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0005
 OW0005                          STATION DESCRIPTION
 OW0005
 OW0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0005'IN THERMOPOLIS.
 OW0005'AT THERMOPOLIS, HOT SPRINGS COUNTY, AT THE COUNTY HIGH SCHOOL, AT THE
 OW0005'WEST ENTRANCE, AND IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 OW0005'BASE OF THE FLAGPOLE.  A STANDARD DISK, STAMPED 4326.126 C 23 1933.
 OW0005
 OW0005                          STATION RECOVERY (1982)
 OW0005
 OW0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0005'THE OLD FLAGPOLE HAS BEEN REMOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0201 ***********************************************************************
 OW0201  DESIGNATION -  C 23 RESET
 OW0201  PID         -  OW0201
 OW0201  STATE/COUNTY-  WY/HOT SPRINGS
 OW0201  USGS QUAD   -  THERMOPOLIS (1960)
 OW0201
 OW0201                         *CURRENT SURVEY CONTROL
 OW0201  ___________________________________________________________________
 OW0201* NAD 83(1986)-  43 39 02.     (N)    108 12 26.     (W)     SCALED    
 OW0201* NAVD 88     -      1319.186  (meters)    4328.03   (feet)  ADJUSTED  
 OW0201  ___________________________________________________________________
 OW0201  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 OW0201  DYNAMIC HT  -        1318.508 (meters)    4325.81  (feet)  COMP
 OW0201  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 OW0201
 OW0201  VERT ORDER  -  FIRST     CLASS II
 OW0201
 OW0201.The horizontal coordinates were scaled from a topographic map and have
 OW0201.an estimated accuracy of +/- 6 seconds.
 OW0201
 OW0201.The orthometric height was determined by differential leveling
 OW0201.and adjusted by the National Geodetic Survey in June 1991..
 OW0201
 OW0201.The geoid height was determined by GEOID03.
 OW0201
 OW0201.The dynamic height is computed by dividing the NAVD 88
 OW0201.geopotential number by the normal gravity value computed on the
 OW0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0201.degrees latitude (g = 980.6199 gals.).
 OW0201
 OW0201.The modeled gravity was interpolated from observed gravity values.
 OW0201
 OW0201;                    North         East    Units  Estimated Accuracy
 OW0201;SPC WYWC     -   350,070.      643,790.      MT  (+/- 180 meters Scaled)
 OW0201
 OW0201                          SUPERSEDED SURVEY CONTROL
 OW0201
 OW0201  NGVD 29 (06/08/92) 1318.356  (m)         4325.31   (f) ADJUSTED    1 2
 OW0201
 OW0201.Superseded values are not recommended for survey control.
 OW0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0201.See file dsdata.txt to determine how the superseded data were derived.
 OW0201
 OW0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP252368(NAD 83)
 OW0201_MARKER: DB = BENCH MARK DISK
 OW0201_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OW0201_SP_SET: BASE
 OW0201_STAMPING: C 23 RESET 1981
 OW0201_MARK LOGO: NGS   
 OW0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0201+STABILITY: SURFACE MOTION
 OW0201
 OW0201  HISTORY     - Date     Condition        Report By
 OW0201  HISTORY     - 1981     MONUMENTED       LOCENG
 OW0201  HISTORY     - 1982     GOOD             NGS
 OW0201
 OW0201                          STATION DESCRIPTION
 OW0201
 OW0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0201'IN THERMOPOLIS.
 OW0201'IN THERMOPOLIS, AT THE INTERSECTION OF SPRINGVIEW AND PARK STREETS, IN
 OW0201'THE NORTH END OF THE CONCRETE BASE OF THE FLAGPOLE AT THE HOT SPRINGS
 OW0201'COUNTY HIGH SCHOOL, 152.4 METERS (500.0 FT) EAST OF THE CENTER OF
 OW0201'SPRINGVIEW STREET, 18.3 METERS (60.0 FT) SOUTH OF THE CENTER OF PARK
 OW0201'STREET, 8.6 KM (28.2 FT) NORTHWEST OF THE CENTER OF THE NORTH ENTRANCE
 OW0201'AND 5.5 METERS (18.0 FT) NORTH OF THE NORTH FACE OF THE BUILDING.
 OW0201'NOTE--MARK ESTABLISHED BY ASSOCIATE ENGINEERING.
 OW0201'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0337 ***********************************************************************
 PW0337  DESIGNATION -  C 24
 PW0337  PID         -  PW0337
 PW0337  STATE/COUNTY-  WY/BIG HORN
 PW0337  USGS QUAD   -  RAIRDEN (1978)
 PW0337
 PW0337                         *CURRENT SURVEY CONTROL
 PW0337  ___________________________________________________________________
 PW0337* NAD 83(1986)-  44 13 35.     (N)    107 55 26.     (W)     SCALED    
 PW0337* NAVD 88     -      1195.594  (meters)    3922.54   (feet)  ADJUSTED  
 PW0337  ___________________________________________________________________
 PW0337  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 PW0337  DYNAMIC HT  -        1195.071 (meters)    3920.83  (feet)  COMP
 PW0337  MODELED GRAV-     980,140.3   (mgal)                       NAVD 88
 PW0337
 PW0337  VERT ORDER  -  FIRST     CLASS II
 PW0337
 PW0337.The horizontal coordinates were scaled from a topographic map and have
 PW0337.an estimated accuracy of +/- 6 seconds.
 PW0337
 PW0337.The orthometric height was determined by differential leveling
 PW0337.and adjusted by the National Geodetic Survey in June 1991..
 PW0337.WARNING-Repeat measurements at this control monument indicate possible
 PW0337.vertical movement.
 PW0337
 PW0337.The geoid height was determined by GEOID03.
 PW0337
 PW0337.The dynamic height is computed by dividing the NAVD 88
 PW0337.geopotential number by the normal gravity value computed on the
 PW0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0337.degrees latitude (g = 980.6199 gals.).
 PW0337
 PW0337.The modeled gravity was interpolated from observed gravity values.
 PW0337
 PW0337;                    North         East    Units  Estimated Accuracy
 PW0337;SPC WYEC     -   514,070.      352,820.      MT  (+/- 180 meters Scaled)
 PW0337
 PW0337                          SUPERSEDED SURVEY CONTROL
 PW0337
 PW0337  NGVD 29 (06/08/92) 1194.800  (m)         3919.94   (f) ADJUSTED    1 2
 PW0337
 PW0337.Superseded values are not recommended for survey control.
 PW0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0337.See file dsdata.txt to determine how the superseded data were derived.
 PW0337
 PW0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK664011(NAD 83)
 PW0337_MARKER: DB = BENCH MARK DISK
 PW0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0337_STAMPING: 3919.425 C 24 1933
 PW0337_MARK LOGO: CGS   
 PW0337_PROJECTION: PROJECTING 5 CENTIMETERS
 PW0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0337+STABILITY: SURFACE MOTION
 PW0337
 PW0337  HISTORY     - Date     Condition        Report By
 PW0337  HISTORY     - 1933     MONUMENTED       CGS
 PW0337  HISTORY     - 1934     GOOD             NGS
 PW0337  HISTORY     - 1982     GOOD             NGS
 PW0337
 PW0337                          STATION DESCRIPTION
 PW0337
 PW0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PW0337'3.7 MI SE FROM MANDERSON.
 PW0337'3.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0337'FROM MANDERSON, BIG HORN COUNTY, AT MILEAGE 383.56, AT A PRIVATE-ROAD
 PW0337'CROSSING, 72 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 3 FEET
 PW0337'EAST OF THE FENCE LINE.  A STANDARD DISK, STAMPED 3919.425 C 24 1933
 PW0337'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 PW0337'GROUND.
 PW0337
 PW0337                          STATION RECOVERY (1934)
 PW0337
 PW0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PW0337'RECOVERED IN GOOD CONDITION.
 PW0337
 PW0337                          STATION RECOVERY (1982)
 PW0337
 PW0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PW0337'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  22.8 KM (14.15
 PW0337'MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH U. S.
 PW0337'HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, THENCE 1.9 KM (1.2 MI)
 PW0337'NORTHWEST ALONG A COUNTY ROAD 34, THENCE 0.4 KM (0.25 MI) WEST ALONG A
 PW0337'GRAVELED ROAD, 24.7 METERS (81.0 FT) NORTHEAST OF THE NEAR RAIL OF THE
 PW0337'BURLINGTON NORTHERN RAILROAD, 7.9 METERS (25.9 FT) NORTH OF A FENCE
 PW0337'CORNER AND 3.5 METERS (11.5 FT) NORTHWEST OF THE CENTER OF THE ROAD.
 PW0337'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PW0337'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0126 ***********************************************************************
 OV0126  DESIGNATION -  C 26
 OV0126  PID         -  OV0126
 OV0126  STATE/COUNTY-  WY/NATRONA
 OV0126  USGS QUAD   -  HELLS HALF ACRE (1968)
 OV0126
 OV0126                         *CURRENT SURVEY CONTROL
 OV0126  ___________________________________________________________________
 OV0126* NAD 83(1986)-  43 03 52.     (N)    107 01 32.     (W)     SCALED    
 OV0126* NAVD 88     -      1740.567  (meters)    5710.51   (feet)  POSTED    
 OV0126  ___________________________________________________________________
 OV0126  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 OV0126  DYNAMIC HT  -        1739.410 (meters)    5706.71  (feet)  COMP
 OV0126  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 OV0126
 OV0126  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0126
 OV0126.The horizontal coordinates were scaled from a topographic map and have
 OV0126.an estimated accuracy of +/- 6 seconds.
 OV0126
 OV0126.The orthometric height was determined by differential leveling
 OV0126.and adjusted by the National Geodetic Survey in 1992..
 OV0126.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0126.rate of 1.1 thru 2.0 mm/km.
 OV0126
 OV0126.The geoid height was determined by GEOID03.
 OV0126
 OV0126.The dynamic height is computed by dividing the NAVD 88
 OV0126.geopotential number by the normal gravity value computed on the
 OV0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0126.degrees latitude (g = 980.6199 gals.).
 OV0126
 OV0126.The modeled gravity was interpolated from observed gravity values.
 OV0126
 OV0126;                    North         East    Units  Estimated Accuracy
 OV0126;SPC WYEC     -   384,860.      425,070.      MT  (+/- 180 meters Scaled)
 OV0126
 OV0126                          SUPERSEDED SURVEY CONTROL
 OV0126
 OV0126  NGVD 29 (??/??/92) 1739.460  (m)         5706.88   (f) ADJ UNCH    1 2
 OV0126
 OV0126.Superseded values are not recommended for survey control.
 OV0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0126.See file dsdata.txt to determine how the superseded data were derived.
 OV0126
 OV0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH350699(NAD 83)
 OV0126_MARKER: DB = BENCH MARK DISK
 OV0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0126_STAMPING: C 26 1934
 OV0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0126+STABILITY: SURFACE MOTION
 OV0126
 OV0126  HISTORY     - Date     Condition        Report By
 OV0126  HISTORY     - 1934     MONUMENTED       CGS
 OV0126
 OV0126                          STATION DESCRIPTION
 OV0126
 OV0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0126'3.8 MI NW FROM POWDER RIVER.
 OV0126'3.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0126'FROM THE STATION AT POWDER RIVER, NATRONA COUNTY, ABOUT 1,970 FEET
 OV0126'NORTH OF MILEPOST 245, ON THE EAST END OF THE FIRST HILL NORTH OF THE
 OV0126'MILEPOST, ABOUT 650 FEET NORTH OF CONCRETE CULVERT 245.25, 93.5 FEET
 OV0126'EAST OF THE EAST RAIL, AND 4.0 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 OV0126'STANDARD DISK, STAMPED C 26 1934 AND SET IN THE TOP OF A CONCRETE
 OV0126'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0135 ***********************************************************************
 PX0135  DESIGNATION -  C 26
 PX0135  PID         -  PX0135
 PX0135  STATE/COUNTY-  WY/PARK
 PX0135  USGS QUAD   -  RALSTON (1967)
 PX0135
 PX0135                         *CURRENT SURVEY CONTROL
 PX0135  ___________________________________________________________________
 PX0135* NAD 83(1986)-  44 44 17.     (N)    108 47 58.     (W)     SCALED    
 PX0135* NAVD 88     -      1360.527  (meters)    4463.66   (feet)  ADJUSTED  
 PX0135  ___________________________________________________________________
 PX0135  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 PX0135  DYNAMIC HT  -        1359.911 (meters)    4461.64  (feet)  COMP
 PX0135  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 PX0135
 PX0135  VERT ORDER  -  SECOND    CLASS 0
 PX0135
 PX0135.The horizontal coordinates were scaled from a topographic map and have
 PX0135.an estimated accuracy of +/- 6 seconds.
 PX0135
 PX0135.The orthometric height was determined by differential leveling
 PX0135.and adjusted by the National Geodetic Survey in June 1991..
 PX0135
 PX0135.The geoid height was determined by GEOID03.
 PX0135
 PX0135.The dynamic height is computed by dividing the NAVD 88
 PX0135.geopotential number by the normal gravity value computed on the
 PX0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0135.degrees latitude (g = 980.6199 gals.).
 PX0135
 PX0135.The modeled gravity was interpolated from observed gravity values.
 PX0135
 PX0135;                    North         East    Units  Estimated Accuracy
 PX0135;SPC WYWC     -   470,760.      596,080.      MT  (+/- 180 meters Scaled)
 PX0135
 PX0135                          SUPERSEDED SURVEY CONTROL
 PX0135
 PX0135  NGVD 29 (??/??/92) 1359.517  (m)         4460.35   (f) ADJ UNCH    2 0
 PX0135
 PX0135.Superseded values are not recommended for survey control.
 PX0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0135.See file dsdata.txt to determine how the superseded data were derived.
 PX0135
 PX0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ742562(NAD 83)
 PX0135_MARKER: DD = SURVEY DISK
 PX0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0135_SP_SET: HEADER
 PX0135_STAMPING: C 26 1933
 PX0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0135
 PX0135  HISTORY     - Date     Condition        Report By
 PX0135  HISTORY     - 1933     MONUMENTED       BOR
 PX0135  HISTORY     - 1966     GOOD             USGS
 PX0135
 PX0135                          STATION DESCRIPTION
 PX0135
 PX0135'DESCRIBED BY US BUREAU OF RECLAMATION 1933
 PX0135'2.1 MI SW FROM POWELL.
 PX0135'ABOUT 2.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0135'RAILROAD FROM POWELL, PARK COUNTY, ABOUT 150 FEET NORTH OF MILE POLE
 PX0135'22.2, AT AN EAST HEADER, AND IN THE TOP OF THE NORTH END.  A UNITED
 PX0135'STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED C 26 1933. NOTE--
 PX0135'THIS BENCH MARK WAS REINFORCED WITH CONCRETE IN 1933.
 PX0135
 PX0135                          STATION RECOVERY (1966)
 PX0135
 PX0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0152 ***********************************************************************
 OV0152  DESIGNATION -  C 27
 OV0152  PID         -  OV0152
 OV0152  STATE/COUNTY-  WY/FREMONT
 OV0152  USGS QUAD   -  GATES BUTTE (1952)
 OV0152
 OV0152                         *CURRENT SURVEY CONTROL
 OV0152  ___________________________________________________________________
 OV0152* NAD 83(1986)-  43 17 00.     (N)    107 47 37.     (W)     SCALED    
 OV0152* NAVD 88     -      1573.881  (meters)    5163.64   (feet)  ADJUSTED  
 OV0152  ___________________________________________________________________
 OV0152  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 OV0152  DYNAMIC HT  -        1572.862 (meters)    5160.30  (feet)  COMP
 OV0152  MODELED GRAV-     979,918.2   (mgal)                       NAVD 88
 OV0152
 OV0152  VERT ORDER  -  FIRST     CLASS II
 OV0152
 OV0152.The horizontal coordinates were scaled from a topographic map and have
 OV0152.an estimated accuracy of +/- 6 seconds.
 OV0152
 OV0152.The orthometric height was determined by differential leveling
 OV0152.and adjusted by the National Geodetic Survey in June 1991..
 OV0152
 OV0152.The geoid height was determined by GEOID03.
 OV0152
 OV0152.The dynamic height is computed by dividing the NAVD 88
 OV0152.geopotential number by the normal gravity value computed on the
 OV0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0152.degrees latitude (g = 980.6199 gals.).
 OV0152
 OV0152.The modeled gravity was interpolated from observed gravity values.
 OV0152
 OV0152;                    North         East    Units  Estimated Accuracy
 OV0152;SPC WYWC     -   309,570.      677,620.      MT  (+/- 180 meters Scaled)
 OV0152
 OV0152                          SUPERSEDED SURVEY CONTROL
 OV0152
 OV0152  NGVD 29 (??/??/92) 1572.877  (m)         5160.35   (f) ADJ UNCH    1 2
 OV0152
 OV0152.Superseded values are not recommended for survey control.
 OV0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0152.See file dsdata.txt to determine how the superseded data were derived.
 OV0152
 OV0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH733960(NAD 83)
 OV0152_MARKER: DB = BENCH MARK DISK
 OV0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0152_STAMPING: C 27 1934
 OV0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0152+STABILITY: SURFACE MOTION
 OV0152
 OV0152  HISTORY     - Date     Condition        Report By
 OV0152  HISTORY     - 1934     MONUMENTED       CGS
 OV0152
 OV0152                          STATION DESCRIPTION
 OV0152
 OV0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0152'5.8 MI W FROM LYSITE.
 OV0152'ABOUT 5.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0152'FROM THE STATION AT LYSITE, FREMONT COUNTY, ABOUT 600 FEET EAST OF
 OV0152'BRIDGE 289.45, 92 FEET SOUTH OF THE SOUTH RAIL, AND 5.5 FEET NORTH OF
 OV0152'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 27 1934 AND SET IN
 OV0152'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0201 ***********************************************************************
 NR0201  DESIGNATION -  C 28
 NR0201  PID         -  NR0201
 NR0201  STATE/COUNTY-  WY/FREMONT
 NR0201  USGS QUAD   -  JEFFREY CITY (1984)
 NR0201
 NR0201                         *CURRENT SURVEY CONTROL
 NR0201  ___________________________________________________________________
 NR0201* NAD 83(1986)-  42 29 55.     (N)    107 51 46.     (W)     SCALED    
 NR0201* NAVD 88     -      1932.345  (meters)    6339.70   (feet)  ADJUSTED  
 NR0201  ___________________________________________________________________
 NR0201  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 NR0201  DYNAMIC HT  -        1930.938 (meters)    6335.09  (feet)  COMP
 NR0201  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 NR0201
 NR0201  VERT ORDER  -  SECOND    CLASS 0
 NR0201
 NR0201.The horizontal coordinates were scaled from a topographic map and have
 NR0201.an estimated accuracy of +/- 6 seconds.
 NR0201
 NR0201.The orthometric height was determined by differential leveling
 NR0201.and adjusted by the National Geodetic Survey in June 1991..
 NR0201
 NR0201.The geoid height was determined by GEOID03.
 NR0201
 NR0201.The dynamic height is computed by dividing the NAVD 88
 NR0201.geopotential number by the normal gravity value computed on the
 NR0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0201.degrees latitude (g = 980.6199 gals.).
 NR0201
 NR0201.The modeled gravity was interpolated from observed gravity values.
 NR0201
 NR0201;                    North         East    Units  Estimated Accuracy
 NR0201;SPC WYWC     -   222,340.      672,930.      MT  (+/- 180 meters Scaled)
 NR0201
 NR0201                          SUPERSEDED SURVEY CONTROL
 NR0201
 NR0201  NGVD 29 (??/??/92) 1931.289  (m)         6336.24   (f) ADJ UNCH    2 0
 NR0201
 NR0201.Superseded values are not recommended for survey control.
 NR0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0201.See file dsdata.txt to determine how the superseded data were derived.
 NR0201
 NR0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH647091(NAD 83)
 NR0201_MARKER: DB = BENCH MARK DISK
 NR0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0201_STAMPING: C 28 1934
 NR0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0201+STABILITY: SURFACE MOTION
 NR0201
 NR0201  HISTORY     - Date     Condition        Report By
 NR0201  HISTORY     - 1934     MONUMENTED       CGS
 NR0201
 NR0201                          STATION DESCRIPTION
 NR0201
 NR0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0201'18.6 MI E FROM HUDSON.
 NR0201'ABOUT 18.6 MILES EAST ALONG U.S. HIGHWAY 287 FROM HUDSON, FREMONT
 NR0201'COUNTY, ABOUT 4.6 MILES EAST OF TWO BRIDGES, ABOUT 0.3 MILE SOUTHEAST
 NR0201'OF A BRIDGE, 42.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 NR0201'AND 7.5 FEET NORTHEAST OF A FENCE.  A STANDARD DISK, STAMPED C 28 1934
 NR0201'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1069 ***********************************************************************
 MO1069  DESIGNATION -  C 3
 MO1069  PID         -  MO1069
 MO1069  STATE/COUNTY-  WY/LARAMIE
 MO1069  USGS QUAD   -  CAMPSTOOL (1978)
 MO1069
 MO1069                         *CURRENT SURVEY CONTROL
 MO1069  ___________________________________________________________________
 MO1069* NAD 83(1993)-  41 04 20.64117(N)    104 30 14.49202(W)     ADJUSTED  
 MO1069* NAVD 88     -      1749.     (meters)    5738.     (feet)  SCALED    
 MO1069  ___________________________________________________________________
 MO1069  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 MO1069  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 MO1069
 MO1069  HORZ ORDER  -  SECOND
 MO1069
 MO1069.The horizontal coordinates were established by classical geodetic methods
 MO1069.and adjusted by the National Geodetic Survey in January 1997..
 MO1069
 MO1069.The orthometric height was scaled from a topographic map.
 MO1069
 MO1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1069
 MO1069.The geoid height was determined by GEOID03.
 MO1069
 MO1069;                    North         East     Units Scale Factor Converg.
 MO1069;SPC WY E     -    63,772.532   255,687.073   MT  0.99997565   +0 26 07.3
 MO1069;SPC CO N     -   498,373.295   998,109.799   MT  1.00005971   +0 38 36.7
 MO1069;SPC CO N     - 1,635,079.72  3,274,631.90   sFT  1.00005971   +0 38 36.7
 MO1069;UTM  13      - 4,546,912.723   541,666.605   MT  0.99962137   +0 19 33.1
 MO1069
 MO1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1069!SPC WY E     -   0.99972847  x   0.99997565  =   0.99970413
 MO1069!SPC CO N     -   0.99972847  x   1.00005971  =   0.99978817
 MO1069!UTM  13      -   0.99972847  x   0.99962137  =   0.99934995
 MO1069
 MO1069                          SUPERSEDED SURVEY CONTROL
 MO1069
 MO1069  NAD 83(1993)-  41 04 20.63105(N)    104 30 14.48771(W) AD(       ) 2
 MO1069  NAD 83(1986)-  41 04 20.63085(N)    104 30 14.48804(W) AD(       ) 2
 MO1069  NAD 27      -  41 04 20.69360(N)    104 30 12.62740(W) AD(       ) 2
 MO1069
 MO1069.Superseded values are not recommended for survey control.
 MO1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1069.See file dsdata.txt to determine how the superseded data were derived.
 MO1069
 MO1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF4166746913(NAD 83)
 MO1069_MARKER: Z = SEE DESCRIPTION
 MO1069_SETTING: 0 = UNSPECIFIED SETTING
 MO1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1069
 MO1069  HISTORY     - Date     Condition        Report By
 MO1069  HISTORY     - 1959     MONUMENTED       USE
 MO1069
 MO1069                          STATION DESCRIPTION
 MO1069
 MO1069'DESCRIBED BY US ENGINEERS 1959
 MO1069'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD DEPOT
 MO1069'IN DOWNTOWN CHEYENNE, GO NORTHWEST ON CAPITOL AVENUE FOR
 MO1069'1 BLOCK TO U.S. HIGHWAY 30.  TURN RIGHT, EASTERLY ON U.S.
 MO1069'HIGHWAY 30 AND GO 16 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT,
 MO1069'SOUTH, AS PER SIGN JOHN C. KUPER ABERDEEN ANGUS, AND GO 4.6
 MO1069'MILES.  (TO REACH THE AZIMUTH MARK FROM THIS POINT TURN LEFT
 MO1069'AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.)
 MO1069'CONTINUE STRAIGHT AHEAD, SOUTH AND GO 1.5 MILES TO A T ROAD.
 MO1069'TURN LEFT, EAST AND GO 1 MILE TO A WIRE GATE ON THE LEFT
 MO1069'JUST BEFORE REACHING A RANCH HOUSE.  TURN LEFT, NORTH
 MO1069'THROUGH WIRE GATE AND GO 100 YARDS TO THE STATION AS
 MO1069'DESCRIBED.
 MO1069'
 MO1069'C-3 CORPS OF ENGINEERS MARK IS SET IN THE TOP OF A 6 INCH
 MO1069'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED C-3 1958.
 MO1069'IT IS 3 FEET WEST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0274 ***********************************************************************
 MP0274  DESIGNATION -  C 30
 MP0274  PID         -  MP0274
 MP0274  STATE/COUNTY-  WY/CARBON
 MP0274  USGS QUAD   -  RAWLINS (1981)
 MP0274
 MP0274                         *CURRENT SURVEY CONTROL
 MP0274  ___________________________________________________________________
 MP0274* NAD 83(1986)-  41 49 12.     (N)    107 13 38.     (W)     SCALED    
 MP0274* NAVD 88     -      2095.177  (meters)    6873.93   (feet)  ADJUSTED  
 MP0274  ___________________________________________________________________
 MP0274  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 MP0274  DYNAMIC HT  -        2093.401 (meters)    6868.10  (feet)  COMP
 MP0274  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 MP0274
 MP0274  VERT ORDER  -  FIRST     CLASS II
 MP0274
 MP0274.The horizontal coordinates were scaled from a topographic map and have
 MP0274.an estimated accuracy of +/- 6 seconds.
 MP0274
 MP0274.The orthometric height was determined by differential leveling
 MP0274.and adjusted by the National Geodetic Survey in June 1991..
 MP0274
 MP0274.The geoid height was determined by GEOID03.
 MP0274
 MP0274.The dynamic height is computed by dividing the NAVD 88
 MP0274.geopotential number by the normal gravity value computed on the
 MP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0274.degrees latitude (g = 980.6199 gals.).
 MP0274
 MP0274.The modeled gravity was interpolated from observed gravity values.
 MP0274
 MP0274;                    North         East    Units  Estimated Accuracy
 MP0274;SPC WYEC     -   246,590.      408,820.      MT  (+/- 180 meters Scaled)
 MP0274
 MP0274                          SUPERSEDED SURVEY CONTROL
 MP0274
 MP0274  NGVD 29 (??/??/92) 2094.034  (m)         6870.18   (f) ADJ UNCH    1 2
 MP0274
 MP0274.Superseded values are not recommended for survey control.
 MP0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0274.See file dsdata.txt to determine how the superseded data were derived.
 MP0274
 MP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG150321(NAD 83)
 MP0274_MARKER: DB = BENCH MARK DISK
 MP0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0274_STAMPING: C 30 1933
 MP0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0274+STABILITY: SURFACE MOTION
 MP0274
 MP0274  HISTORY     - Date     Condition        Report By
 MP0274  HISTORY     - 1933     MONUMENTED       CGS
 MP0274  HISTORY     - 1982     MARK NOT FOUND   NGS
 MP0274
 MP0274                          STATION DESCRIPTION
 MP0274
 MP0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0274'2.6 MI N FROM RAWLINS.
 MP0274'2.6 MILES NORTH ALONG U.S.HIGHWAY 287 FROM THE POST OFFICE AT RAWLINS,
 MP0274'CARBON COUNTY, AT THE TOP OF A RISE FROM BOTH THE NORTH AND THE SOUTH,
 MP0274'550 FEET SOUTH OF A 36-INCH CORRUGATED-IRON PIPE CULVERT, 80 FEET FROM
 MP0274'A FARM ROAD LEADING EAST, AND 46 FEET EAST OF THE CENTER LINE OF THE
 MP0274'HIGHWAY.  A STANDARD DISK, STAMPED C 30 1933 AND SET IN THE TOP OF A
 MP0274'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 MP0274
 MP0274                          STATION RECOVERY (1982)
 MP0274
 MP0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MP0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0182 ***********************************************************************
 NR0182  DESIGNATION -  C 31
 NR0182  PID         -  NR0182
 NR0182  STATE/COUNTY-  WY/CARBON
 NR0182  USGS QUAD   -  SAVAGE PEAK (1981)
 NR0182
 NR0182                         *CURRENT SURVEY CONTROL
 NR0182  ___________________________________________________________________
 NR0182* NAD 83(1986)-  42 24 12.     (N)    107 20 38.     (W)     SCALED    
 NR0182* NAVD 88     -      1883.036  (meters)    6177.93   (feet)  ADJUSTED  
 NR0182  ___________________________________________________________________
 NR0182  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 NR0182  DYNAMIC HT  -        1881.669 (meters)    6173.44  (feet)  COMP
 NR0182  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 NR0182
 NR0182  VERT ORDER  -  FIRST     CLASS II
 NR0182
 NR0182.The horizontal coordinates were scaled from a topographic map and have
 NR0182.an estimated accuracy of +/- 6 seconds.
 NR0182
 NR0182.The orthometric height was determined by differential leveling
 NR0182.and adjusted by the National Geodetic Survey in June 1991..
 NR0182
 NR0182.The geoid height was determined by GEOID03.
 NR0182
 NR0182.The dynamic height is computed by dividing the NAVD 88
 NR0182.geopotential number by the normal gravity value computed on the
 NR0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0182.degrees latitude (g = 980.6199 gals.).
 NR0182
 NR0182.The modeled gravity was interpolated from observed gravity values.
 NR0182
 NR0182;                    North         East    Units  Estimated Accuracy
 NR0182;SPC WYEC     -   311,380.      399,130.      MT  (+/- 180 meters Scaled)
 NR0182
 NR0182                          SUPERSEDED SURVEY CONTROL
 NR0182
 NR0182  NGVD 29 (??/??/92) 1882.021  (m)         6174.60   (f) ADJ UNCH    1 2
 NR0182
 NR0182.Superseded values are not recommended for survey control.
 NR0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0182.See file dsdata.txt to determine how the superseded data were derived.
 NR0182
 NR0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG071972(NAD 83)
 NR0182_MARKER: DB = BENCH MARK DISK
 NR0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0182_STAMPING: C 31 1933
 NR0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0182+STABILITY: SURFACE MOTION
 NR0182
 NR0182  HISTORY     - Date     Condition        Report By
 NR0182  HISTORY     - 1933     MONUMENTED       CGS
 NR0182  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0182
 NR0182                          STATION DESCRIPTION
 NR0182
 NR0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0182'6.1 MI NE FROM THREE FORKS.
 NR0182'6.1 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM THREE FORKS, CARBON
 NR0182'COUNTY, AT THE TOP OF THE SECOND RISE EAST OF A WOODEN BRIDGE OVER A
 NR0182'DRY GULCH, AND 46 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 NR0182'STANDARD DISK, STAMPED C 31 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0182'PROJECTING 6 INCHES ABOVE GROUND.
 NR0182
 NR0182                          STATION RECOVERY (1982)
 NR0182
 NR0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0293 ***********************************************************************
 NR0293  DESIGNATION -  C 31 RESET
 NR0293  PID         -  NR0293
 NR0293  STATE/COUNTY-  WY/CARBON
 NR0293  USGS QUAD   -  SAVAGE PEAK (1981)
 NR0293
 NR0293                         *CURRENT SURVEY CONTROL
 NR0293  ___________________________________________________________________
 NR0293* NAD 83(1986)-  42 24 11.     (N)    107 20 45.     (W)     SCALED    
 NR0293* NAVD 88     -      1882.606  (meters)    6176.52   (feet)  ADJUSTED  
 NR0293  ___________________________________________________________________
 NR0293  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NR0293  DYNAMIC HT  -        1881.238 (meters)    6172.03  (feet)  COMP
 NR0293  MODELED GRAV-     979,827.5   (mgal)                       NAVD 88
 NR0293
 NR0293  VERT ORDER  -  FIRST     CLASS II
 NR0293
 NR0293.The horizontal coordinates were scaled from a topographic map and have
 NR0293.an estimated accuracy of +/- 6 seconds.
 NR0293
 NR0293.The orthometric height was determined by differential leveling
 NR0293.and adjusted by the National Geodetic Survey in June 1991..
 NR0293
 NR0293.The geoid height was determined by GEOID03.
 NR0293
 NR0293.The dynamic height is computed by dividing the NAVD 88
 NR0293.geopotential number by the normal gravity value computed on the
 NR0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0293.degrees latitude (g = 980.6199 gals.).
 NR0293
 NR0293.The modeled gravity was interpolated from observed gravity values.
 NR0293
 NR0293;                    North         East    Units  Estimated Accuracy
 NR0293;SPC WYEC     -   311,350.      398,970.      MT  (+/- 180 meters Scaled)
 NR0293
 NR0293                          SUPERSEDED SURVEY CONTROL
 NR0293
 NR0293  NGVD 29 (06/08/92) 1881.595  (m)         6173.20   (f) ADJUSTED    1 2
 NR0293
 NR0293.Superseded values are not recommended for survey control.
 NR0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0293.See file dsdata.txt to determine how the superseded data were derived.
 NR0293
 NR0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG069971(NAD 83)
 NR0293_MARKER: DB = BENCH MARK DISK
 NR0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0293_SP_SET: CONCRETE POST
 NR0293_STAMPING: C 31 RESET 1976
 NR0293_MARK LOGO: NGS   
 NR0293_PROJECTION: PROJECTING 5 CENTIMETERS
 NR0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0293+STABILITY: SURFACE MOTION
 NR0293
 NR0293  HISTORY     - Date     Condition        Report By
 NR0293  HISTORY     - 1976     MONUMENTED       NGS
 NR0293  HISTORY     - 1982     GOOD             NGS
 NR0293
 NR0293                          STATION DESCRIPTION
 NR0293
 NR0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0293'9.5 KM (5.9 MI) NE FROM MUDDY GAP.
 NR0293'9.5 KM (5.9 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0293'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0293'1.5 KM (0.95 MI) SOUTHWEST OF A DIRT CROSSROAD, 31.1 METERS (102.0 FT)
 NR0293'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1.2 METERS (3.9 FT)
 NR0293'NORTHWEST OF A FENCE.
 NR0293'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 NR0293'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0014 ***********************************************************************
 NQ0014  DESIGNATION -  C 311
 NQ0014  PID         -  NQ0014
 NQ0014  STATE/COUNTY-  WY/NIOBRARA
 NQ0014  USGS QUAD   -  MC MASTER RESERVOIR (1974)
 NQ0014
 NQ0014                         *CURRENT SURVEY CONTROL
 NQ0014  ___________________________________________________________________
 NQ0014* NAD 83(1986)-  42 41 23.     (N)    104 11 37.     (W)     SCALED    
 NQ0014* NAVD 88     -      1468.828  (meters)    4818.98   (feet)  ADJUSTED  
 NQ0014  ___________________________________________________________________
 NQ0014  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 NQ0014  DYNAMIC HT  -        1467.970 (meters)    4816.16  (feet)  COMP
 NQ0014  MODELED GRAV-     979,985.0   (mgal)                       NAVD 88
 NQ0014
 NQ0014  VERT ORDER  -  FIRST     CLASS II
 NQ0014
 NQ0014.The horizontal coordinates were scaled from a topographic map and have
 NQ0014.an estimated accuracy of +/- 6 seconds.
 NQ0014
 NQ0014.The orthometric height was determined by differential leveling
 NQ0014.and adjusted by the National Geodetic Survey in June 1991..
 NQ0014
 NQ0014.The geoid height was determined by GEOID03.
 NQ0014
 NQ0014.The dynamic height is computed by dividing the NAVD 88
 NQ0014.geopotential number by the normal gravity value computed on the
 NQ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0014.degrees latitude (g = 980.6199 gals.).
 NQ0014
 NQ0014.The modeled gravity was interpolated from observed gravity values.
 NQ0014
 NQ0014;                    North         East    Units  Estimated Accuracy
 NQ0014;SPC WY E     -   243,650.      279,740.      MT  (+/- 180 meters Scaled)
 NQ0014
 NQ0014                          SUPERSEDED SURVEY CONTROL
 NQ0014
 NQ0014  NGVD 29 (??/??/92) 1468.126  (m)         4816.68   (f) ADJ UNCH    1 2
 NQ0014
 NQ0014.Superseded values are not recommended for survey control.
 NQ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0014.See file dsdata.txt to determine how the superseded data were derived.
 NQ0014
 NQ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH660266(NAD 83)
 NQ0014_MARKER: DB = BENCH MARK DISK
 NQ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0014_STAMPING: C 311 1938
 NQ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0014+STABILITY: SURFACE MOTION
 NQ0014
 NQ0014  HISTORY     - Date     Condition        Report By
 NQ0014  HISTORY     - 1938     MONUMENTED       CGS
 NQ0014  HISTORY     - 1954     GOOD             NGS
 NQ0014
 NQ0014                          STATION DESCRIPTION
 NQ0014
 NQ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0014'5.6 MI W FROM VAN TASSELL.
 NQ0014'5.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0014'FROM THE STATION AT VAN TASSELL, 3 POLES WEST OF A ROAD CROSSING,
 NQ0014'31 FEET SOUTH OF THE SOUTH RAIL, 15 FEET WEST OF MILEPOST 477,
 NQ0014'2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NQ0014'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  IN SECTION 4,
 NQ0014'TOWNSHIP 31 NORTH, RANGE 61 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0353 ***********************************************************************
 OX0353  DESIGNATION -  C 313
 OX0353  PID         -  OX0353
 OX0353  STATE/COUNTY-  WY/LINCOLN
 OX0353  USGS QUAD   -  ALPINE (1966)
 OX0353
 OX0353                         *CURRENT SURVEY CONTROL
 OX0353  ___________________________________________________________________
 OX0353* NAD 83(1986)-  43 09 27.     (N)    111 00 24.     (W)     SCALED    
 OX0353* NAVD 88     -      1735.063  (meters)    5692.45   (feet)  ADJUSTED  
 OX0353  ___________________________________________________________________
 OX0353  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 OX0353  DYNAMIC HT  -        1733.941 (meters)    5688.77  (feet)  COMP
 OX0353  MODELED GRAV-     979,912.1   (mgal)                       NAVD 88
 OX0353
 OX0353  VERT ORDER  -  SECOND    CLASS 0
 OX0353
 OX0353.The horizontal coordinates were scaled from a topographic map and have
 OX0353.an estimated accuracy of +/- 6 seconds.
 OX0353
 OX0353.The orthometric height was determined by differential leveling
 OX0353.and adjusted by the National Geodetic Survey in June 1991..
 OX0353
 OX0353.The geoid height was determined by GEOID03.
 OX0353
 OX0353.The dynamic height is computed by dividing the NAVD 88
 OX0353.geopotential number by the normal gravity value computed on the
 OX0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0353.degrees latitude (g = 980.6199 gals.).
 OX0353
 OX0353.The modeled gravity was interpolated from observed gravity values.
 OX0353
 OX0353;                    North         East    Units  Estimated Accuracy
 OX0353;SPC WY W     -   395,560.      724,910.      MT  (+/- 180 meters Scaled)
 OX0353
 OX0353                          SUPERSEDED SURVEY CONTROL
 OX0353
 OX0353  NGVD 29 (??/??/92) 1733.852  (m)         5688.48   (f) ADJ UNCH    2 0
 OX0353
 OX0353.Superseded values are not recommended for survey control.
 OX0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0353.See file dsdata.txt to determine how the superseded data were derived.
 OX0353
 OX0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN994783(NAD 83)
 OX0353_MARKER: DB = BENCH MARK DISK
 OX0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0353_STAMPING: C 313 1946
 OX0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0353+STABILITY: SURFACE MOTION
 OX0353
 OX0353  HISTORY     - Date     Condition        Report By
 OX0353  HISTORY     - 1946     MONUMENTED       CGS
 OX0353  HISTORY     - 1965     MARK NOT FOUND   NGS
 OX0353
 OX0353                          STATION DESCRIPTION
 OX0353
 OX0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0353'2.9 MI S FROM ALPINE.
 OX0353'2.9 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0353'THENCE 1.1 MILES EAST ALONG THE GREYS RIVER ROAD, 45 FEET NORTH OF A
 OX0353'BRIDGER NATIONAL FOREST BOUNDRY LINE MARKER, 42 FEET EAST OF THE
 OX0353'JUNCTION OF A FARM ROAD WITH GREYS RIVER ROAD, 24 FEET NORTH OF THE
 OX0353'CENTER LINE OF THE ROAD, 12 FEET SOUTH OF A FENCE LINE, THE SAME
 OX0353'ELEVATION AS THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.  IT HAS
 OX0353'BEEN HIT BY ROAD EQUIPMENT.
 OX0353
 OX0353                          STATION RECOVERY (1965)
 OX0353
 OX0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0080 ***********************************************************************
 NT0080  DESIGNATION -  C 314
 NT0080  PID         -  NT0080
 NT0080  STATE/COUNTY-  WY/LINCOLN
 NT0080  USGS QUAD   -  BLIND BULL CREEK (1980)
 NT0080
 NT0080                         *CURRENT SURVEY CONTROL
 NT0080  ___________________________________________________________________
 NT0080* NAD 83(1986)-  42 56 47.     (N)    110 43 14.     (W)     SCALED    
 NT0080* NAVD 88     -      1996.840  (meters)    6551.30   (feet)  ADJUSTED  
 NT0080  ___________________________________________________________________
 NT0080  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 NT0080  DYNAMIC HT  -        1995.374 (meters)    6546.49  (feet)  COMP
 NT0080  MODELED GRAV-     979,815.3   (mgal)                       NAVD 88
 NT0080
 NT0080  VERT ORDER  -  SECOND    CLASS 0
 NT0080
 NT0080.The horizontal coordinates were scaled from a topographic map and have
 NT0080.an estimated accuracy of +/- 6 seconds.
 NT0080
 NT0080.The orthometric height was determined by differential leveling
 NT0080.and adjusted by the National Geodetic Survey in June 1991..
 NT0080
 NT0080.The geoid height was determined by GEOID03.
 NT0080
 NT0080.The dynamic height is computed by dividing the NAVD 88
 NT0080.geopotential number by the normal gravity value computed on the
 NT0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0080.degrees latitude (g = 980.6199 gals.).
 NT0080
 NT0080.The modeled gravity was interpolated from observed gravity values.
 NT0080
 NT0080;                    North         East    Units  Estimated Accuracy
 NT0080;SPC WY W     -   371,900.      748,000.      MT  (+/- 180 meters Scaled)
 NT0080
 NT0080                          SUPERSEDED SURVEY CONTROL
 NT0080
 NT0080  NGVD 29 (??/??/92) 1995.511  (m)         6546.94   (f) ADJ UNCH    2 0
 NT0080
 NT0080.Superseded values are not recommended for survey control.
 NT0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0080.See file dsdata.txt to determine how the superseded data were derived.
 NT0080
 NT0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN227548(NAD 83)
 NT0080_MARKER: DB = BENCH MARK DISK
 NT0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0080_STAMPING: C 314 1946
 NT0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0080+STABILITY: SURFACE MOTION
 NT0080
 NT0080  HISTORY     - Date     Condition        Report By
 NT0080  HISTORY     - 1946     MONUMENTED       CGS
 NT0080  HISTORY     - 1967     GOOD             NGS
 NT0080
 NT0080                          STATION DESCRIPTION
 NT0080
 NT0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0080'29.0 MI SE FROM ALPINE.
 NT0080'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0080'THENCE ABOUT 27.4 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 0.1 MILE
 NT0080'NORTH OF AN INTERSECTION OF GREYS RIVER ROAD AND BLIND BULL MINE ROAD,
 NT0080'AT THE SOUTHEAST END OF A LONG FLAT, 42 FEET EAST OF THE CENTER LINE
 NT0080'OF THE ROAD, 18 FEET SOUTHEAST OF A LARGE LONE PINE TREE, 12 FEET
 NT0080'NORTH OF A GROUP OF PINE TREES, 3 FEET WEST OF A WITNESS POST, ABOUT 2
 NT0080'FEET ABOVE THE ROAD LEVEL, AND SET IN THE TOP OF A CONCRETE POST.
 NT0080
 NT0080                          STATION RECOVERY (1967)
 NT0080
 NT0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NT0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0105 ***********************************************************************
 NT0105  DESIGNATION -  C 315
 NT0105  PID         -  NT0105
 NT0105  STATE/COUNTY-  WY/LINCOLN
 NT0105  USGS QUAD   -  POISON MEADOWS (1980)
 NT0105
 NT0105                         *CURRENT SURVEY CONTROL
 NT0105  ___________________________________________________________________
 NT0105* NAD 83(1986)-  42 36 34.     (N)    110 39 58.     (W)     SCALED    
 NT0105* NAVD 88     -      2407.501  (meters)    7898.61   (feet)  ADJUSTED  
 NT0105  ___________________________________________________________________
 NT0105  GEOID HEIGHT-         -10.68  (meters)                     GEOID03
 NT0105  DYNAMIC HT  -        2405.500 (meters)    7892.04  (feet)  COMP
 NT0105  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 NT0105
 NT0105  VERT ORDER  -  SECOND    CLASS 0
 NT0105
 NT0105.The horizontal coordinates were scaled from a topographic map and have
 NT0105.an estimated accuracy of +/- 6 seconds.
 NT0105
 NT0105.The orthometric height was determined by differential leveling
 NT0105.and adjusted by the National Geodetic Survey in June 1991..
 NT0105
 NT0105.The geoid height was determined by GEOID03.
 NT0105
 NT0105.The dynamic height is computed by dividing the NAVD 88
 NT0105.geopotential number by the normal gravity value computed on the
 NT0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0105.degrees latitude (g = 980.6199 gals.).
 NT0105
 NT0105.The modeled gravity was interpolated from observed gravity values.
 NT0105
 NT0105;                    North         East    Units  Estimated Accuracy
 NT0105;SPC WY W     -   334,440.      752,180.      MT  (+/- 180 meters Scaled)
 NT0105
 NT0105                          SUPERSEDED SURVEY CONTROL
 NT0105
 NT0105  NGVD 29 (??/??/92) 2406.031  (m)         7893.79   (f) ADJ UNCH    2 0
 NT0105
 NT0105.Superseded values are not recommended for survey control.
 NT0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0105.See file dsdata.txt to determine how the superseded data were derived.
 NT0105
 NT0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN273175(NAD 83)
 NT0105_MARKER: DB = BENCH MARK DISK
 NT0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0105_STAMPING: C 315 1946
 NT0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0105+STABILITY: SURFACE MOTION
 NT0105
 NT0105  HISTORY     - Date     Condition        Report By
 NT0105  HISTORY     - 1946     MONUMENTED       CGS
 NT0105  HISTORY     - 1972     GOOD             NGS
 NT0105
 NT0105                          STATION DESCRIPTION
 NT0105
 NT0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0105'36.9 MI E FROM SMOOT.
 NT0105'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0105'THENCE ABOUT 29.9 MILES EASTERLY AND NORTHEASTERLY ALONG GREYS RIVER
 NT0105'ROAD, 61 FEET NORTHEAST OF THE MOUTH OF A SMALL CREEK, 48 FEET
 NT0105'SOUTHEAST OF THE EAST END OF A WOODEN BRIDGE OVER GREYS RIVER, 44 FEET
 NT0105'EAST OF THE EAST BANK OF THE RIVER, 24 FEET SOUTHEAST OF THE CENTER
 NT0105'LINE OF THE ROAD, ABOUT 3 FEET ABOVE THE ROAD LEVEL, 3 FEET WEST OF A
 NT0105'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
 NT0105
 NT0105                          STATION RECOVERY (1972)
 NT0105
 NT0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0068 ***********************************************************************
 NT0068  DESIGNATION -  C 316
 NT0068  PID         -  NT0068
 NT0068  STATE/COUNTY-  WY/LINCOLN
 NT0068  USGS QUAD   -  PORCUPINE CREEK (1967)
 NT0068
 NT0068                         *CURRENT SURVEY CONTROL
 NT0068  ___________________________________________________________________
 NT0068* NAD 83(1986)-  42 29 54.     (N)    110 50 40.     (W)     SCALED    
 NT0068* NAVD 88     -      2393.718  (meters)    7853.39   (feet)  ADJUSTED  
 NT0068  ___________________________________________________________________
 NT0068  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 NT0068  DYNAMIC HT  -        2391.771 (meters)    7847.00  (feet)  COMP
 NT0068  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 NT0068
 NT0068  VERT ORDER  -  SECOND    CLASS 0
 NT0068
 NT0068.The horizontal coordinates were scaled from a topographic map and have
 NT0068.an estimated accuracy of +/- 6 seconds.
 NT0068
 NT0068.The orthometric height was determined by differential leveling
 NT0068.and adjusted by the National Geodetic Survey in June 1991..
 NT0068
 NT0068.The geoid height was determined by GEOID03.
 NT0068
 NT0068.The dynamic height is computed by dividing the NAVD 88
 NT0068.geopotential number by the normal gravity value computed on the
 NT0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0068.degrees latitude (g = 980.6199 gals.).
 NT0068
 NT0068.The modeled gravity was interpolated from observed gravity values.
 NT0068
 NT0068;                    North         East    Units  Estimated Accuracy
 NT0068;SPC WY W     -   322,210.      737,440.      MT  (+/- 180 meters Scaled)
 NT0068
 NT0068                          SUPERSEDED SURVEY CONTROL
 NT0068
 NT0068  NGVD 29 (??/??/92) 2392.310  (m)         7848.77   (f) ADJ UNCH    2 0
 NT0068
 NT0068.Superseded values are not recommended for survey control.
 NT0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0068.See file dsdata.txt to determine how the superseded data were derived.
 NT0068
 NT0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN127051(NAD 83)
 NT0068_MARKER: DB = BENCH MARK DISK
 NT0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0068_STAMPING: C 316 1946
 NT0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0068+STABILITY: SURFACE MOTION
 NT0068
 NT0068  HISTORY     - Date     Condition        Report By
 NT0068  HISTORY     - 1946     MONUMENTED       CGS
 NT0068
 NT0068                          STATION DESCRIPTION
 NT0068
 NT0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0068'12.2 MI SE FROM SMOOT.
 NT0068'ABOUT 7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT
 NT0068'SMOOT, THENCE ABOUT 5.2 MILES EASTERLY ALONG GREYS RIVER ROAD, AT THE
 NT0068'WEST END OF A COTTONWOOD THICKET, 66 FEET NORTHWEST OF A CORRUGATED
 NT0068'METAL CULVERT UNDER THE ROAD, 25 FEET NORTHEAST OF THE CENTER LINE OF
 NT0068'THE ROAD, 12 FEET SOUTHEAST OF A LARGE FORKED PINE TREE WITH A
 NT0068'TRIANGLE BLAZE FACING THE ROAD, ABOUT 2 FEET ABOVE THE ROAD LEVEL, 3
 NT0068'FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0559 ***********************************************************************
 MO0559  DESIGNATION -  C 317
 MO0559  PID         -  MO0559
 MO0559  STATE/COUNTY-  WY/ALBANY
 MO0559  USGS QUAD   -  BEST RANCH (1978)
 MO0559
 MO0559                         *CURRENT SURVEY CONTROL
 MO0559  ___________________________________________________________________
 MO0559* NAD 83(1986)-  41 07 28.     (N)    105 32 16.     (W)     SCALED    
 MO0559* NAVD 88     -      2314.525  (meters)    7593.57   (feet)  ADJUSTED  
 MO0559  ___________________________________________________________________
 MO0559  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 MO0559  DYNAMIC HT  -        2312.413 (meters)    7586.64  (feet)  COMP
 MO0559  MODELED GRAV-     979,626.9   (mgal)                       NAVD 88
 MO0559
 MO0559  VERT ORDER  -  FIRST     CLASS II
 MO0559
 MO0559.The horizontal coordinates were scaled from a topographic map and have
 MO0559.an estimated accuracy of +/- 6 seconds.
 MO0559
 MO0559.The orthometric height was determined by differential leveling
 MO0559.and adjusted by the National Geodetic Survey in June 1991..
 MO0559
 MO0559.The geoid height was determined by GEOID03.
 MO0559
 MO0559.The dynamic height is computed by dividing the NAVD 88
 MO0559.geopotential number by the normal gravity value computed on the
 MO0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0559.degrees latitude (g = 980.6199 gals.).
 MO0559
 MO0559.The modeled gravity was interpolated from observed gravity values.
 MO0559
 MO0559;                    North         East    Units  Estimated Accuracy
 MO0559;SPC WY E     -    69,410.      168,840.      MT  (+/- 180 meters Scaled)
 MO0559
 MO0559                          SUPERSEDED SURVEY CONTROL
 MO0559
 MO0559  NGVD 29 (06/08/92) 2313.411  (m)         7589.92   (f) ADJUSTED    1 2
 MO0559
 MO0559.Superseded values are not recommended for survey control.
 MO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0559.See file dsdata.txt to determine how the superseded data were derived.
 MO0559
 MO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF548527(NAD 83)
 MO0559_MARKER: DB = BENCH MARK DISK
 MO0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0559_STAMPING: C 317 1947
 MO0559_MARK LOGO: CGS   
 MO0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0559+STABILITY: SURFACE MOTION
 MO0559
 MO0559  HISTORY     - Date     Condition        Report By
 MO0559  HISTORY     - 1947     MONUMENTED       CGS
 MO0559  HISTORY     - 1956     GOOD             NGS
 MO0559  HISTORY     - 1983     GOOD             NGS
 MO0559
 MO0559                          STATION DESCRIPTION
 MO0559
 MO0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0559'3.9 MI NW FROM HERMOSA.
 MO0559'3.9 MILES NORTHWEST ALONG THE SOUTHWEST TRACK OF THE UNION
 MO0559'PACIFIC RAILROAD FROM THE STATION SIGN AT HERMOSA, AT THE
 MO0559'NORTHWEST END OF A CUT, 196.4 FEET SOUTHWEST OF THE SOUTHWEST
 MO0559'RAIL, 30 YARDS SOUTH OF THE NORTHWEST END OF A SNOW FENCE, 1 FOOT
 MO0559'NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN
 MO0559'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 MO0559'GROUND, IN SECTION 1, TOWNSHIP 13 NORTH, RANGE 73 WEST.
 MO0559
 MO0559                          STATION RECOVERY (1983)
 MO0559
 MO0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0559'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  22.4 KM
 MO0559'(13.9 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0559'STATION IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0602 ***********************************************************************
 MO0602  DESIGNATION -  C 318
 MO0602  PID         -  MO0602
 MO0602  STATE/COUNTY-  WY/ALBANY
 MO0602  USGS QUAD   -  HOWELL (1978)
 MO0602
 MO0602                         *CURRENT SURVEY CONTROL
 MO0602  ___________________________________________________________________
 MO0602* NAD 83(1986)-  41 24 24.     (N)    105 36 45.     (W)     SCALED    
 MO0602* NAVD 88     -      2169.255  (meters)    7116.96   (feet)  ADJUSTED  
 MO0602  ___________________________________________________________________
 MO0602  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0602  DYNAMIC HT  -        2167.406 (meters)    7110.90  (feet)  COMP
 MO0602  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 MO0602
 MO0602  VERT ORDER  -  FIRST     CLASS II
 MO0602
 MO0602.The horizontal coordinates were scaled from a topographic map and have
 MO0602.an estimated accuracy of +/- 6 seconds.
 MO0602
 MO0602.The orthometric height was determined by differential leveling
 MO0602.and adjusted by the National Geodetic Survey in June 1991..
 MO0602
 MO0602.The geoid height was determined by GEOID03.
 MO0602
 MO0602.The dynamic height is computed by dividing the NAVD 88
 MO0602.geopotential number by the normal gravity value computed on the
 MO0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0602.degrees latitude (g = 980.6199 gals.).
 MO0602
 MO0602.The modeled gravity was interpolated from observed gravity values.
 MO0602
 MO0602;                    North         East    Units  Estimated Accuracy
 MO0602;SPC WY E     -   100,780.      162,720.      MT  (+/- 180 meters Scaled)
 MO0602
 MO0602                          SUPERSEDED SURVEY CONTROL
 MO0602
 MO0602  NGVD 29 (06/08/92) 2168.220  (m)         7113.57   (f) ADJUSTED    1 2
 MO0602
 MO0602.Superseded values are not recommended for survey control.
 MO0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0602.See file dsdata.txt to determine how the superseded data were derived.
 MO0602
 MO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF488840(NAD 83)
 MO0602_MARKER: DB = BENCH MARK DISK
 MO0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0602_STAMPING: C 318 1947
 MO0602_MARK LOGO: CGS   
 MO0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0602+STABILITY: SURFACE MOTION
 MO0602
 MO0602  HISTORY     - Date     Condition        Report By
 MO0602  HISTORY     - 1947     MONUMENTED       CGS
 MO0602  HISTORY     - 1983     GOOD             NGS
 MO0602
 MO0602                          STATION DESCRIPTION
 MO0602
 MO0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0602'1 MI S FROM HOWELL.
 MO0602'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE SIGNBOARD
 MO0602'AT HOWELL, 140.0 FEET EAST OF THE SIXTH POLE SOUTH OF MILEPOST
 MO0602'573, 60.8 FEET EAST OF THE EAST RAIL OF THE EAST TRACK AND 5
 MO0602'FEET LOWER, 54.8 FEET SOUTH OF A TELEGRAPH POLE, 3.3 FEET NORTH
 MO0602'OF A REFERENCE POST, 1.0 FOOT WEST OF A FENCE, SET IN THE TOP
 MO0602'OF A CONCRETE POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 MO0602
 MO0602                          STATION RECOVERY (1983)
 MO0602
 MO0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0602'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.1 KM
 MO0602'(6.9 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0602'IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0242 ***********************************************************************
 MP0242  DESIGNATION -  C 319
 MP0242  PID         -  MP0242
 MP0242  STATE/COUNTY-  WY/CARBON
 MP0242  USGS QUAD   -  RAWLINS (1981)
 MP0242
 MP0242                         *CURRENT SURVEY CONTROL
 MP0242  ___________________________________________________________________
 MP0242* NAD 83(1986)-  41 46 49.     (N)    107 10 19.     (W)     SCALED    
 MP0242* NAVD 88     -      2022.890  (meters)    6636.76   (feet)  ADJUSTED  
 MP0242  ___________________________________________________________________
 MP0242  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 MP0242  DYNAMIC HT  -        2021.195 (meters)    6631.20  (feet)  COMP
 MP0242  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 MP0242
 MP0242  VERT ORDER  -  FIRST     CLASS II
 MP0242
 MP0242.The horizontal coordinates were scaled from a topographic map and have
 MP0242.an estimated accuracy of +/- 6 seconds.
 MP0242
 MP0242.The orthometric height was determined by differential leveling
 MP0242.and adjusted by the National Geodetic Survey in June 1991..
 MP0242
 MP0242.The geoid height was determined by GEOID03.
 MP0242
 MP0242.The dynamic height is computed by dividing the NAVD 88
 MP0242.geopotential number by the normal gravity value computed on the
 MP0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0242.degrees latitude (g = 980.6199 gals.).
 MP0242
 MP0242.The modeled gravity was interpolated from observed gravity values.
 MP0242
 MP0242;                    North         East    Units  Estimated Accuracy
 MP0242;SPC WYEC     -   242,190.      413,420.      MT  (+/- 180 meters Scaled)
 MP0242
 MP0242                          SUPERSEDED SURVEY CONTROL
 MP0242
 MP0242  NGVD 29 (??/??/92) 2021.762  (m)         6633.06   (f) ADJ UNCH    1 2
 MP0242
 MP0242.Superseded values are not recommended for survey control.
 MP0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0242.See file dsdata.txt to determine how the superseded data were derived.
 MP0242
 MP0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG195276(NAD 83)
 MP0242_MARKER: DB = BENCH MARK DISK
 MP0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0242_STAMPING: C 319 1947
 MP0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0242+STABILITY: SURFACE MOTION
 MP0242
 MP0242  HISTORY     - Date     Condition        Report By
 MP0242  HISTORY     - 1947     MONUMENTED       CGS
 MP0242
 MP0242                          STATION DESCRIPTION
 MP0242
 MP0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0242'3.6 MI E FROM RAWLINS.
 MP0242'3.6 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0242'RAWLINS, 0.9 MILE WEST OF BENCH MARK W 76, APPROXIMATELY 80 YARDS EAST
 MP0242'OF THE EAST END OF A LONG FILL, 205.0 FT. SOUTH OF THE CENTER LINE OF
 MP0242'U.S. HIGHWAY 30, 156.3 FEET SOUTH OF THE SOUTH POLE OF DOUBLE
 MP0242'TELEPHONE POLES ALONG THE SOUTH SIDE OF THE HIGHWAY, 91.6 FEET
 MP0242'NORTHWEST OF RAILWAY SIGNAL 6793, 48.3 FEET NORTH OF THE NORTH RAIL OF
 MP0242'THE NORTH TRACK AND 1 FOOT HIGHER, 32.0 FEET NORTH OF THE NORTHWEST
 MP0242'CORNER OF A BRICKED-UP SPEEDER STOP, 2.7 FEET WEST OF A REFERENCE
 MP0242'POST, 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A
 MP0242'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0471 ***********************************************************************
 MP0471  DESIGNATION -  C 319 RESET
 MP0471  PID         -  MP0471
 MP0471  STATE/COUNTY-  WY/CARBON
 MP0471  USGS QUAD   -  RAWLINS (1981)
 MP0471
 MP0471                         *CURRENT SURVEY CONTROL
 MP0471  ___________________________________________________________________
 MP0471* NAD 83(1986)-  41 46 51.     (N)    107 10 19.     (W)     SCALED    
 MP0471* NAVD 88     -      2023.903  (meters)    6640.09   (feet)  ADJUSTED  
 MP0471  ___________________________________________________________________
 MP0471  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 MP0471  DYNAMIC HT  -        2022.207 (meters)    6634.52  (feet)  COMP
 MP0471  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 MP0471
 MP0471  VERT ORDER  -  FIRST     CLASS II
 MP0471
 MP0471.The horizontal coordinates were scaled from a topographic map and have
 MP0471.an estimated accuracy of +/- 6 seconds.
 MP0471
 MP0471.The orthometric height was determined by differential leveling
 MP0471.and adjusted by the National Geodetic Survey in June 1991..
 MP0471
 MP0471.The geoid height was determined by GEOID03.
 MP0471
 MP0471.The dynamic height is computed by dividing the NAVD 88
 MP0471.geopotential number by the normal gravity value computed on the
 MP0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0471.degrees latitude (g = 980.6199 gals.).
 MP0471
 MP0471.The modeled gravity was interpolated from observed gravity values.
 MP0471
 MP0471;                    North         East    Units  Estimated Accuracy
 MP0471;SPC WYEC     -   242,250.      413,420.      MT  (+/- 180 meters Scaled)
 MP0471
 MP0471                          SUPERSEDED SURVEY CONTROL
 MP0471
 MP0471  NGVD 29 (06/08/92) 2022.766  (m)         6636.36   (f) ADJUSTED    1 2
 MP0471
 MP0471.Superseded values are not recommended for survey control.
 MP0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0471.See file dsdata.txt to determine how the superseded data were derived.
 MP0471
 MP0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG195277(NAD 83)
 MP0471_MARKER: DB = BENCH MARK DISK
 MP0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0471_SP_SET: CONCRETE POST
 MP0471_STAMPING: C 319 RESET 1979
 MP0471_MARK LOGO: NGS   
 MP0471_PROJECTION: PROJECTING 10 CENTIMETERS
 MP0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0471+STABILITY: SURFACE MOTION
 MP0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0471+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 MP0471
 MP0471  HISTORY     - Date     Condition        Report By
 MP0471  HISTORY     - 1979     MONUMENTED       NGS
 MP0471  HISTORY     - 1983     GOOD             NGS
 MP0471  HISTORY     - 20030624 GOOD             NGS
 MP0471
 MP0471                          STATION DESCRIPTION
 MP0471
 MP0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0471'3.6 MI EAST FROM RAWLINS.
 MP0471'3.6 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0471'RAWLINS, 209 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 156 FEET
 MP0471'NORTHWEST OF A POWER LINE POLE WITH A TRANSFORMER ATTACHED, 43 FEET
 MP0471'SOUTH OF THE CENTERLINE OF OLD US HIGHWAY 30, 12 FEET EAST-SOUTHEAST
 MP0471'OF A SAWED OFF POWER LINE POLE PROJECTING ABOUT 5 FEET.
 MP0471'THE MARK IS 2.0 FT  E FROM A WITNESS POST.
 MP0471'THE MARK IS 3 FT BELOW OLD US HIGHWAY 30.
 MP0471
 MP0471                          STATION RECOVERY (2003)
 MP0471
 MP0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MP0471'OLD US 30 IS NOW WY 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0150 ***********************************************************************
 NR0150  DESIGNATION -  C 32
 NR0150  PID         -  NR0150
 NR0150  STATE/COUNTY-  WY/NATRONA
 NR0150  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0150
 NR0150                         *CURRENT SURVEY CONTROL
 NR0150  ___________________________________________________________________
 NR0150* NAD 83(1986)-  42 42 13.     (N)    106 33 54.     (W)     SCALED    
 NR0150* NAVD 88     -      1600.159  (meters)    5249.85   (feet)  ADJUSTED  
 NR0150  ___________________________________________________________________
 NR0150  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NR0150  DYNAMIC HT  -        1599.132 (meters)    5246.49  (feet)  COMP
 NR0150  MODELED GRAV-     979,922.1   (mgal)                       NAVD 88
 NR0150
 NR0150  VERT ORDER  -  FIRST     CLASS II
 NR0150
 NR0150.The horizontal coordinates were scaled from a topographic map and have
 NR0150.an estimated accuracy of +/- 6 seconds.
 NR0150
 NR0150.The orthometric height was determined by differential leveling
 NR0150.and adjusted by the National Geodetic Survey in June 1991..
 NR0150.WARNING-Repeat measurements at this control monument indicate possible
 NR0150.vertical movement.
 NR0150
 NR0150.The geoid height was determined by GEOID03.
 NR0150
 NR0150.The dynamic height is computed by dividing the NAVD 88
 NR0150.geopotential number by the normal gravity value computed on the
 NR0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0150.degrees latitude (g = 980.6199 gals.).
 NR0150
 NR0150.The modeled gravity was interpolated from observed gravity values.
 NR0150
 NR0150;                    North         East    Units  Estimated Accuracy
 NR0150;SPC WYEC     -   345,020.      462,950.      MT  (+/- 180 meters Scaled)
 NR0150
 NR0150                          SUPERSEDED SURVEY CONTROL
 NR0150
 NR0150  NGVD 29 (??/??/92) 1599.268  (m)         5246.93   (f) ADJ UNCH    1 2
 NR0150
 NR0150.Superseded values are not recommended for survey control.
 NR0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0150.See file dsdata.txt to determine how the superseded data were derived.
 NR0150
 NR0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH718290(NAD 83)
 NR0150_MARKER: DB = BENCH MARK DISK
 NR0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0150_STAMPING: C 32 1933
 NR0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0150+STABILITY: SURFACE MOTION
 NR0150
 NR0150  HISTORY     - Date     Condition        Report By
 NR0150  HISTORY     - 1933     MONUMENTED       CGS
 NR0150  HISTORY     - 1959     GOOD             NGS
 NR0150  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0150
 NR0150                          STATION DESCRIPTION
 NR0150
 NR0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0150'16.5 MI SW FROM CASPER.
 NR0150'ABOUT 16.5 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0150'POSTOFFICE AT CASPER, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NR0150'48 YARDS NORTH OF THE EAST END OF A 30-INCH CULVERT, 44 FEET WEST OF A
 NR0150'FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 NR0150'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 NR0150'INCH.
 NR0150
 NR0150                          STATION RECOVERY (1982)
 NR0150
 NR0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0148 ***********************************************************************
 MO0148  DESIGNATION -  C 320
 MO0148  PID         -  MO0148
 MO0148  STATE/COUNTY-  WY/LARAMIE
 MO0148  USGS QUAD   -  BORIE (1994)
 MO0148
 MO0148                         *CURRENT SURVEY CONTROL
 MO0148  ___________________________________________________________________
 MO0148* NAD 83(1986)-  41 05 14.     (N)    104 56 38.     (W)     SCALED    
 MO0148* NAVD 88     -      1958.285  (meters)    6424.81   (feet)  ADJUSTED  
 MO0148  ___________________________________________________________________
 MO0148  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 MO0148  DYNAMIC HT  -        1956.543 (meters)    6419.09  (feet)  COMP
 MO0148  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 MO0148
 MO0148  VERT ORDER  -  FIRST     CLASS II
 MO0148
 MO0148.The horizontal coordinates were scaled from a topographic map and have
 MO0148.an estimated accuracy of +/- 6 seconds.
 MO0148
 MO0148.The orthometric height was determined by differential leveling
 MO0148.and adjusted by the National Geodetic Survey in June 1991..
 MO0148
 MO0148.The geoid height was determined by GEOID03.
 MO0148
 MO0148.The dynamic height is computed by dividing the NAVD 88
 MO0148.geopotential number by the normal gravity value computed on the
 MO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0148.degrees latitude (g = 980.6199 gals.).
 MO0148
 MO0148.The modeled gravity was interpolated from observed gravity values.
 MO0148
 MO0148;                    North         East    Units  Estimated Accuracy
 MO0148;SPC WY E     -    65,230.      218,720.      MT  (+/- 180 meters Scaled)
 MO0148
 MO0148                          SUPERSEDED SURVEY CONTROL
 MO0148
 MO0148  NGVD 29 (06/08/92) 1957.232  (m)         6421.35   (f) ADJUSTED    1 2
 MO0148
 MO0148.Superseded values are not recommended for survey control.
 MO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0148.See file dsdata.txt to determine how the superseded data were derived.
 MO0148
 MO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF047484(NAD 83)
 MO0148_MARKER: DB = BENCH MARK DISK
 MO0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0148_STAMPING: C 320 1947
 MO0148_MARK LOGO: CGS   
 MO0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0148+STABILITY: SURFACE MOTION
 MO0148
 MO0148  HISTORY     - Date     Condition        Report By
 MO0148  HISTORY     - 1947     MONUMENTED       CGS
 MO0148  HISTORY     - 1956     GOOD             NGS
 MO0148  HISTORY     - 1983     GOOD             NGS
 MO0148  HISTORY     - 20060920 GOOD             GEOCAC
 MO0148
 MO0148                          STATION DESCRIPTION
 MO0148
 MO0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0148'7.6 MI W FROM CHEYENNE.
 MO0148'7.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0148'AT CHEYENNE, 272.5 FEET NORTH OF MILEPOST 517, 146 FEET NORTHWEST
 MO0148'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 76 FEET SOUTHEAST
 MO0148'OF THE CENTER LINE OF U.S. HIGHWAY 30, 2 FEET SOUTHEAST OF A
 MO0148'FENCE, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 MO0148'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE
 MO0148'NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 13 NORTH, RANGE 68 WEST.
 MO0148
 MO0148                          STATION RECOVERY (1983)
 MO0148
 MO0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0148'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0148'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0148'80 IN CHEYENNE, THENCE 12.2 KM (7.6 MI) WESTERLY ALONG THE UNION
 MO0148'PACIFIC RAILROAD.  ADD 0.4 METER (1.3 FT) SOUTH OF A WITNESS POST AND
 MO0148'FENCE.
 MO0148
 MO0148                          STATION RECOVERY (2006)
 MO0148
 MO0148'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MO0148'OLD US HIGHWAY 30 IS NOW WY STATE HIGHWAY 225 (OTTO ROAD).  HANDHELD
 MO0148'COORDINATES ARE N41-05-15.36 W1054-56-39.54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0464 ***********************************************************************
 MO0464  DESIGNATION -  C 321
 MO0464  PID         -  MO0464
 MO0464  STATE/COUNTY-  WY/ALBANY
 MO0464  USGS QUAD   -  BUFORD (1987)
 MO0464
 MO0464                         *CURRENT SURVEY CONTROL
 MO0464  ___________________________________________________________________
 MO0464* NAD 83(1986)-  41 07 19.     (N)    105 18 13.     (W)     SCALED    
 MO0464* NAVD 88     -      2398.854  (meters)    7870.24   (feet)  ADJUSTED  
 MO0464  ___________________________________________________________________
 MO0464  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 MO0464  DYNAMIC HT  -        2396.656 (meters)    7863.03  (feet)  COMP
 MO0464  MODELED GRAV-     979,619.4   (mgal)                       NAVD 88
 MO0464
 MO0464  VERT ORDER  -  FIRST     CLASS II
 MO0464
 MO0464.The horizontal coordinates were scaled from a topographic map and have
 MO0464.an estimated accuracy of +/- 6 seconds.
 MO0464
 MO0464.The orthometric height was determined by differential leveling
 MO0464.and adjusted by the National Geodetic Survey in June 1991..
 MO0464
 MO0464.The geoid height was determined by GEOID03.
 MO0464
 MO0464.The dynamic height is computed by dividing the NAVD 88
 MO0464.geopotential number by the normal gravity value computed on the
 MO0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0464.degrees latitude (g = 980.6199 gals.).
 MO0464
 MO0464.The modeled gravity was interpolated from observed gravity values.
 MO0464
 MO0464;                    North         East    Units  Estimated Accuracy
 MO0464;SPC WY E     -    69,070.      188,500.      MT  (+/- 180 meters Scaled)
 MO0464
 MO0464                          SUPERSEDED SURVEY CONTROL
 MO0464
 MO0464  NGVD 29 (??/??/92) 2397.708  (m)         7866.48   (f) ADJ UNCH    1 2
 MO0464
 MO0464.Superseded values are not recommended for survey control.
 MO0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0464.See file dsdata.txt to determine how the superseded data were derived.
 MO0464
 MO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF745523(NAD 83)
 MO0464_MARKER: DB = BENCH MARK DISK
 MO0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0464_SP_SET: CONCRETE FOUNDATION
 MO0464_STAMPING: C 321 1947
 MO0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0464
 MO0464  HISTORY     - Date     Condition        Report By
 MO0464  HISTORY     - 1947     MONUMENTED       CGS
 MO0464  HISTORY     - 1956     GOOD             NGS
 MO0464  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0464  HISTORY     - 1985     MARK NOT FOUND   DMA
 MO0464
 MO0464                          STATION DESCRIPTION
 MO0464
 MO0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0464'AT BUFORD.
 MO0464'AT BUFORD, 75 YARDS WEST OF THE STATION SIGN, 34.5 FEET EAST OF
 MO0464'THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE NORTHEAST
 MO0464'LEG OF THE PRESENT WATER TANK, 28.6 FEET SOUTH OF THE SOUTH
 MO0464'RAIL OF THE SOUTH TRACK, 2 FEET ABOVE THE TOP OF THE RAILS, SET
 MO0464'IN THE TOP OF THE CENTER OF THE 3 X 3 FOOT CONCRETE FOUNDATION
 MO0464'OF AN OLD WATER TANK WHICH HAS BEEN REMOVED, IN THE SOUTHWEST
 MO0464'1/4 OF SECTION 1, TOWNSHIP 13 NORTH, RANGE 71 WEST.
 MO0464
 MO0464                          STATION RECOVERY (1983)
 MO0464
 MO0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0464'MARK NOT FOUND.
 MO0464
 MO0464                          STATION RECOVERY (1985)
 MO0464
 MO0464'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0006 ***********************************************************************
 MP0006  DESIGNATION -  C 322
 MP0006  PID         -  MP0006
 MP0006  STATE/COUNTY-  WY/CARBON
 MP0006  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0006
 MP0006                         *CURRENT SURVEY CONTROL
 MP0006  ___________________________________________________________________
 MP0006* NAD 83(1986)-  41 51 41.     (N)    106 05 50.     (W)     SCALED    
 MP0006* NAVD 88     -      2042.749  (meters)    6701.92   (feet)  ADJUSTED  
 MP0006  ___________________________________________________________________
 MP0006  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 MP0006  DYNAMIC HT  -        2041.040 (meters)    6696.31  (feet)  COMP
 MP0006  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 MP0006
 MP0006  VERT ORDER  -  FIRST     CLASS II
 MP0006
 MP0006.The horizontal coordinates were scaled from a topographic map and have
 MP0006.an estimated accuracy of +/- 6 seconds.
 MP0006
 MP0006.The orthometric height was determined by differential leveling
 MP0006.and adjusted by the National Geodetic Survey in June 1991..
 MP0006
 MP0006.The geoid height was determined by GEOID03.
 MP0006
 MP0006.The dynamic height is computed by dividing the NAVD 88
 MP0006.geopotential number by the normal gravity value computed on the
 MP0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0006.degrees latitude (g = 980.6199 gals.).
 MP0006
 MP0006.The modeled gravity was interpolated from observed gravity values.
 MP0006
 MP0006;                    North         East    Units  Estimated Accuracy
 MP0006;SPC WYEC     -   251,920.      502,630.      MT  (+/- 180 meters Scaled)
 MP0006
 MP0006                          SUPERSEDED SURVEY CONTROL
 MP0006
 MP0006  NGVD 29 (??/??/92) 2041.646  (m)         6698.30   (f) ADJ UNCH    1 2
 MP0006
 MP0006.Superseded values are not recommended for survey control.
 MP0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0006.See file dsdata.txt to determine how the superseded data were derived.
 MP0006
 MP0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG089349(NAD 83)
 MP0006_MARKER: DB = BENCH MARK DISK
 MP0006_SETTING: 66 = SET IN ROCK OUTCROP
 MP0006_SP_SET: SANDSTONE OUTCROP
 MP0006_STAMPING: C 322 1947
 MP0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0006+STABILITY: POSITION/ELEVATION WELL
 MP0006
 MP0006  HISTORY     - Date     Condition        Report By
 MP0006  HISTORY     - 1947     MONUMENTED       CGS
 MP0006  HISTORY     - 1971     MARK NOT FOUND   USGS
 MP0006  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0006
 MP0006                          STATION DESCRIPTION
 MP0006
 MP0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0006'6.0 MI E FROM MEDICINE BOW.
 MP0006'6.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0006'MEDICINE BOW, 6 TELEPHONE POLES WEST OF THE TELEPHONE BOOTH AND 5
 MP0006'TELEPHONE POLES WEST OF THE SIGN BOARD AT RIDGE SIDING, DIRECTLY
 MP0006'ACROSS THE TRACKS FROM THE THIRD TELEPHONE POLE EAST OF MILE POST
 MP0006'NO.617, 81.8 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK OF
 MP0006'THE MAIN LINE TRACKS, 31.5 FEET NORTH NORTHWEST OF A SPIKED POWER LINE
 MP0006'POLE, SET IN A SANDSTONE OUTCROP ABOUT 6 FEET ABOVE THE TRACKS.
 MP0006
 MP0006                          STATION RECOVERY (1971)
 MP0006
 MP0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0006'MARK NOT FOUND.
 MP0006
 MP0006                          STATION RECOVERY (1983)
 MP0006
 MP0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0006'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0032 ***********************************************************************
 MP0032  DESIGNATION -  C 323
 MP0032  PID         -  MP0032
 MP0032  STATE/COUNTY-  WY/CARBON
 MP0032  USGS QUAD   -  COMO WEST (1982)
 MP0032
 MP0032                         *CURRENT SURVEY CONTROL
 MP0032  ___________________________________________________________________
 MP0032* NAD 83(1986)-  41 54 22.     (N)    106 26 26.     (W)     SCALED    
 MP0032* NAVD 88     -      2075.930  (meters)    6810.78   (feet)  ADJUSTED  
 MP0032  ___________________________________________________________________
 MP0032  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 MP0032  DYNAMIC HT  -        2074.077 (meters)    6804.70  (feet)  COMP
 MP0032  MODELED GRAV-     979,656.4   (mgal)                       NAVD 88
 MP0032
 MP0032  VERT ORDER  -  FIRST     CLASS II
 MP0032
 MP0032.The horizontal coordinates were scaled from a topographic map and have
 MP0032.an estimated accuracy of +/- 6 seconds.
 MP0032
 MP0032.The orthometric height was determined by differential leveling
 MP0032.and adjusted by the National Geodetic Survey in June 1991..
 MP0032
 MP0032.The geoid height was determined by GEOID03.
 MP0032
 MP0032.The dynamic height is computed by dividing the NAVD 88
 MP0032.geopotential number by the normal gravity value computed on the
 MP0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0032.degrees latitude (g = 980.6199 gals.).
 MP0032
 MP0032.The modeled gravity was interpolated from observed gravity values.
 MP0032
 MP0032;                    North         East    Units  Estimated Accuracy
 MP0032;SPC WYEC     -   256,540.      474,070.      MT  (+/- 180 meters Scaled)
 MP0032
 MP0032                          SUPERSEDED SURVEY CONTROL
 MP0032
 MP0032  NGVD 29 (??/??/92) 2074.68   (m)         6806.7    (f) COMPUTED    1 2
 MP0032
 MP0032.Superseded values are not recommended for survey control.
 MP0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0032.See file dsdata.txt to determine how the superseded data were derived.
 MP0032
 MP0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG805403(NAD 83)
 MP0032_MARKER: DB = BENCH MARK DISK
 MP0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0032_SP_SET: ABUTMENT
 MP0032_STAMPING: C 323 1947
 MP0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0032
 MP0032  HISTORY     - Date     Condition        Report By
 MP0032  HISTORY     - 1947     MONUMENTED       CGS
 MP0032  HISTORY     - 1971     MARK NOT FOUND   USGS
 MP0032  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0032
 MP0032                          STATION DESCRIPTION
 MP0032
 MP0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0032'7.2 MI E FROM HANNA.
 MP0032'7.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0032'HANNA, 5 TELEPHONE POLES EAST OF MILE POST NO.636, AT THE WEST END OF
 MP0032'A 20.5-FOOT STEEL PLATE BRIDGE OVER A DRY WASH, 5.8 FEET NORTH OF THE
 MP0032'NORTH RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE TRACKS, SET IN THE
 MP0032'TOP OF AND 1.4 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE
 MP0032'ABUTMENT OF THE BRIDGE, ABOUT 1.3 FOOT BELOW THE BASE OF THE RAILS.
 MP0032
 MP0032                          STATION RECOVERY (1971)
 MP0032
 MP0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0032'MARK NOT FOUND.
 MP0032
 MP0032                          STATION RECOVERY (1983)
 MP0032
 MP0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0032'THERE IS NEW CONCRETE ON TOP OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0224 ***********************************************************************
 MP0224  DESIGNATION -  C 324
 MP0224  PID         -  MP0224
 MP0224  STATE/COUNTY-  WY/CARBON
 MP0224  USGS QUAD   -  MEADS (1982)
 MP0224
 MP0224                         *CURRENT SURVEY CONTROL
 MP0224  ___________________________________________________________________
 MP0224* NAD 83(1993)-  41 44 57.29012(N)    106 48 56.51008(W)     ADJUSTED  
 MP0224* NAVD 88     -      2031.521  (meters)    6665.08   (feet)  ADJUSTED  
 MP0224  ___________________________________________________________________
 MP0224  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 MP0224  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 MP0224  DYNAMIC HT  -        2029.753 (meters)    6659.28  (feet)  COMP
 MP0224  MODELED GRAV-     979,680.2   (mgal)                       NAVD 88
 MP0224
 MP0224  HORZ ORDER  -  THIRD
 MP0224  VERT ORDER  -  FIRST     CLASS II
 MP0224
 MP0224.The horizontal coordinates were established by classical geodetic methods
 MP0224.and adjusted by the National Geodetic Survey in January 1997..
 MP0224
 MP0224.The orthometric height was determined by differential leveling
 MP0224.and adjusted by the National Geodetic Survey in June 1991..
 MP0224
 MP0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0224
 MP0224.The geoid height was determined by GEOID03.
 MP0224
 MP0224.The dynamic height is computed by dividing the NAVD 88
 MP0224.geopotential number by the normal gravity value computed on the
 MP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0224.degrees latitude (g = 980.6199 gals.).
 MP0224
 MP0224.The modeled gravity was interpolated from observed gravity values.
 MP0224
 MP0224;                    North         East     Units Scale Factor Converg.
 MP0224;SPC WYEC     -   238,857.634   443,051.879   MT  0.99996030   +0 20 40.9
 MP0224;UTM  13      - 4,623,529.100   349,036.457   MT  0.99988045   -1 12 33.3
 MP0224
 MP0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0224!SPC WYEC     -   0.99968359  x   0.99996030  =   0.99964391
 MP0224!UTM  13      -   0.99968359  x   0.99988045  =   0.99956408
 MP0224
 MP0224:                Primary Azimuth Mark                     Grid Az
 MP0224:SPC WYEC     -  ST MARY RESET                            336 57 27.1
 MP0224:UTM  13      -  ST MARY RESET                            338 30 41.3
 MP0224
 MP0224|---------------------------------------------------------------------|
 MP0224| PID    Reference Object                     Distance      Geod. Az  |
 MP0224|                                                           dddmmss.s |
 MP0224| MP0597 ST MARY RESET                       APPROX. 5.5 KM 3371808.0 |
 MP0224|---------------------------------------------------------------------|
 MP0224
 MP0224                          SUPERSEDED SURVEY CONTROL
 MP0224
 MP0224  NAD 83(1986)-  41 44 57.27916(N)    106 48 56.50257(W) AD(       ) 3
 MP0224  NAD 27      -  41 44 57.41941(N)    106 48 54.38039(W) AD(       ) 3
 MP0224  NGVD 29 (??/??/92) 2030.332  (m)         6661.18   (f) ADJ UNCH    1 2
 MP0224
 MP0224.Superseded values are not recommended for survey control.
 MP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0224.See file dsdata.txt to determine how the superseded data were derived.
 MP0224
 MP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4903623529(NAD 83)
 MP0224_MARKER: DB = BENCH MARK DISK
 MP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0224_STAMPING: C 324 1947
 MP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0224+STABILITY: SURFACE MOTION
 MP0224
 MP0224  HISTORY     - Date     Condition        Report By
 MP0224  HISTORY     - 1947     MONUMENTED       CGS
 MP0224  HISTORY     - 1953     GOOD             USGS
 MP0224  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0224
 MP0224                          STATION DESCRIPTION
 MP0224
 MP0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0224'2.0 MI SE FROM WALCOTT.
 MP0224'2.0 MILES SOUTHEAST ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD
 MP0224'FROM THE STATION AT WALCOTT, AT A ROAD CROSSING, 140.0 FEET NORTH OF
 MP0224'MILEPOST 2, 87.0 FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING
 MP0224'TO THE EAST, 30.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK
 MP0224'AND ABOUT LEVEL WITH IT, 4.0 FEET NORTHWEST OF A REFERENCE POST, SET
 MP0224'IN THE TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MP0224
 MP0224                          STATION RECOVERY (1953)
 MP0224
 MP0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MP0224'STATION IS LOCATED APPROXIMATELY 1 MI. (AIRLINE) E. OF WALCOTT,
 MP0224'WYOMING, AND 32 FT. E. OF THE SARATOGA ENCAMPMENT VALLEY RAILROAD,
 MP0224'IN THE NE. 1/4 OF SEC. 36, T 21 N, R 84 W.
 MP0224'
 MP0224'TO REACH FROM THE POST OFFICE AT WALCOTT, WYOMING, GO E. ALONG U.S.
 MP0224'HIGHWAY 30 FOR 0.6 MI. TO DIRT RD. SE., GO RIGHT ALONG RD. FOR 0.9
 MP0224'MI. TO RAILROAD TRACKS AND STATION SITE.
 MP0224'
 MP0224'STATION MARK--STANDARD USC AND GS TABLET, STAMPED ---C 324 1947---,
 MP0224'IN THE TOP OF A CONCRETE POST, PROTRUDING 5 IN. ABOVE GROUND.
 MP0224'
 MP0224'REFERENCE MARKS--NONE
 MP0224
 MP0224                          STATION RECOVERY (1983)
 MP0224
 MP0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0198 ***********************************************************************
 OW0198  DESIGNATION -  C 326
 OW0198  PID         -  OW0198
 OW0198  STATE/COUNTY-  WY/HOT SPRINGS
 OW0198  USGS QUAD   -  THERMOPOLIS (1960)
 OW0198
 OW0198                         *CURRENT SURVEY CONTROL
 OW0198  ___________________________________________________________________
 OW0198* NAD 83(1986)-  43 41 16.     (N)    108 11 17.     (W)     SCALED    
 OW0198* NAVD 88     -      1318.558  (meters)    4325.97   (feet)  ADJUSTED  
 OW0198  ___________________________________________________________________
 OW0198  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 OW0198  DYNAMIC HT  -        1317.883 (meters)    4323.75  (feet)  COMP
 OW0198  MODELED GRAV-     980,062.3   (mgal)                       NAVD 88
 OW0198
 OW0198  VERT ORDER  -  FIRST     CLASS II
 OW0198
 OW0198.The horizontal coordinates were scaled from a topographic map and have
 OW0198.an estimated accuracy of +/- 6 seconds.
 OW0198
 OW0198.The orthometric height was determined by differential leveling
 OW0198.and adjusted by the National Geodetic Survey in June 1991..
 OW0198
 OW0198.The geoid height was determined by GEOID03.
 OW0198
 OW0198.The dynamic height is computed by dividing the NAVD 88
 OW0198.geopotential number by the normal gravity value computed on the
 OW0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0198.degrees latitude (g = 980.6199 gals.).
 OW0198
 OW0198.The modeled gravity was interpolated from observed gravity values.
 OW0198
 OW0198;                    North         East    Units  Estimated Accuracy
 OW0198;SPC WYWC     -   354,210.      645,300.      MT  (+/- 180 meters Scaled)
 OW0198
 OW0198                          SUPERSEDED SURVEY CONTROL
 OW0198
 OW0198  NGVD 29 (06/08/92) 1317.729  (m)         4323.25   (f) ADJUSTED    1 2
 OW0198
 OW0198.Superseded values are not recommended for survey control.
 OW0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0198.See file dsdata.txt to determine how the superseded data were derived.
 OW0198
 OW0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP266410(NAD 83)
 OW0198_MARKER: I = METAL ROD
 OW0198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0198_SP_SET: STAINLESS STEEL ROD
 OW0198_STAMPING: C 326 1982
 OW0198_MARK LOGO: NGS   
 OW0198_PROJECTION: FLUSH
 OW0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0198_ROD/PIPE-DEPTH: 14.6 meters
 OW0198
 OW0198  HISTORY     - Date     Condition        Report By
 OW0198  HISTORY     - 1982     MONUMENTED       NGS
 OW0198
 OW0198                          STATION DESCRIPTION
 OW0198
 OW0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0198'6.3 KM (3.9 MI) NORTH FROM THERMOPOLIS.
 OW0198'6.3 KM (3.9 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0198'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 0.5 KM (0.3 MI) NORTH OF
 OW0198'MILEPOST 136, 30.2 METERS (99.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 OW0198'HIGHWAY AND 14.3 METERS (46.9 FT) NORTH-NORTHWEST OF THE CENTER OF A
 OW0198'DRIVEWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OW0198'CAP.
 OW0198'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 OW0198'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0436 ***********************************************************************
 PW0436  DESIGNATION -  C 327
 PW0436  PID         -  PW0436
 PW0436  STATE/COUNTY-  WY/WASHAKIE
 PW0436  USGS QUAD   -  WORLAND (1978)
 PW0436
 PW0436                         *CURRENT SURVEY CONTROL
 PW0436  ___________________________________________________________________
 PW0436* NAD 83(1986)-  44 00 53.     (N)    107 58 12.     (W)     SCALED    
 PW0436* NAVD 88     -      1236.293  (meters)    4056.07   (feet)  ADJUSTED  
 PW0436  ___________________________________________________________________
 PW0436  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 PW0436  DYNAMIC HT  -        1235.719 (meters)    4054.19  (feet)  COMP
 PW0436  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 PW0436
 PW0436  VERT ORDER  -  FIRST     CLASS II
 PW0436
 PW0436.The horizontal coordinates were scaled from a topographic map and have
 PW0436.an estimated accuracy of +/- 6 seconds.
 PW0436
 PW0436.The orthometric height was determined by differential leveling
 PW0436.and adjusted by the National Geodetic Survey in June 1991..
 PW0436
 PW0436.The geoid height was determined by GEOID03.
 PW0436
 PW0436.The dynamic height is computed by dividing the NAVD 88
 PW0436.geopotential number by the normal gravity value computed on the
 PW0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0436.degrees latitude (g = 980.6199 gals.).
 PW0436
 PW0436.The modeled gravity was interpolated from observed gravity values.
 PW0436
 PW0436;                    North         East    Units  Estimated Accuracy
 PW0436;SPC WYEC     -   490,580.      348,950.      MT  (+/- 180 meters Scaled)
 PW0436
 PW0436                          SUPERSEDED SURVEY CONTROL
 PW0436
 PW0436  NGVD 29 (06/08/92) 1235.504  (m)         4053.48   (f) ADJUSTED    1 2
 PW0436
 PW0436.Superseded values are not recommended for survey control.
 PW0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0436.See file dsdata.txt to determine how the superseded data were derived.
 PW0436
 PW0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ619777(NAD 83)
 PW0436_MARKER: DB = BENCH MARK DISK
 PW0436_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PW0436_SP_SET: ABUTMENT
 PW0436_STAMPING: C 327 1982
 PW0436_MARK LOGO: NGS   
 PW0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0436+STABILITY: POSITION/ELEVATION WELL
 PW0436
 PW0436  HISTORY     - Date     Condition        Report By
 PW0436  HISTORY     - 1982     MONUMENTED       NGS
 PW0436
 PW0436                          STATION DESCRIPTION
 PW0436
 PW0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0436'1.6 KM (1.0 MI) SW FROM WORLAND.
 PW0436'1.4 KM (0.85 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 PW0436'JUNCTION WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND,
 PW0436'THENCE 0.2 KM (0.1 MI) EAST ALONG CULBERTSON STREET, IN TOP OF AND 0.1
 PW0436'METER (0.3 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 PW0436'THE STREET OVERPASS OF THE BIG HORN RIVER AND 4.3 METERS (14.1 FT)
 PW0436'NORTH OF THE CENTER OF THE STREET.
 PW0436'THE MARK IS 1.8 M BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0240 ***********************************************************************
 PX0240  DESIGNATION -  C 328
 PX0240  PID         -  PX0240
 PX0240  STATE/COUNTY-  WY/BIG HORN
 PX0240  USGS QUAD   -  FRANNIE (1966)
 PX0240
 PX0240                         *CURRENT SURVEY CONTROL
 PX0240  ___________________________________________________________________
 PX0240* NAD 83(1986)-  44 57 32.     (N)    108 37 18.     (W)     SCALED    
 PX0240* NAVD 88     -      1277.770  (meters)    4192.15   (feet)  ADJUSTED  
 PX0240  ___________________________________________________________________
 PX0240  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 PX0240  DYNAMIC HT  -        1277.276 (meters)    4190.53  (feet)  COMP
 PX0240  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 PX0240  OBS GRAVITY -     980,188.3   (mgal)                       GRAV_OBS
 PX0240
 PX0240  VERT ORDER  -  FIRST     CLASS II
 PX0240
 PX0240.The horizontal coordinates were scaled from a topographic map and have
 PX0240.an estimated accuracy of +/- 6 seconds.
 PX0240
 PX0240.The orthometric height was determined by differential leveling
 PX0240.and adjusted by the National Geodetic Survey in June 1991..
 PX0240
 PX0240.The geoid height was determined by GEOID03.
 PX0240
 PX0240.The dynamic height is computed by dividing the NAVD 88
 PX0240.geopotential number by the normal gravity value computed on the
 PX0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0240.degrees latitude (g = 980.6199 gals.).
 PX0240
 PX0240.The modeled gravity was interpolated from observed gravity values.
 PX0240.The observed gravity was obtained from relative gravimeter ties
 PX0240.to the IGSN71 gravity network.
 PX0240
 PX0240;                    North         East    Units  Estimated Accuracy
 PX0240;SPC WYEC     -   596,100.      298,350.      MT  (+/- 180 meters Scaled)
 PX0240
 PX0240                          SUPERSEDED SURVEY CONTROL
 PX0240
 PX0240  NGVD 29 (06/08/92) 1276.883  (m)         4189.24   (f) ADJUSTED    1 2
 PX0240
 PX0240.Superseded values are not recommended for survey control.
 PX0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0240.See file dsdata.txt to determine how the superseded data were derived.
 PX0240
 PX0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ875811(NAD 83)
 PX0240_MARKER: I = METAL ROD
 PX0240_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0240_SP_SET: STAINLESS STEEL ROD
 PX0240_STAMPING: C 328 1982
 PX0240_MARK LOGO: NGS   
 PX0240_PROJECTION: FLUSH
 PX0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0240_ROD/PIPE-DEPTH: 8.5  meters
 PX0240
 PX0240  HISTORY     - Date     Condition        Report By
 PX0240  HISTORY     - 1982     MONUMENTED       NGS
 PX0240
 PX0240                          STATION DESCRIPTION
 PX0240
 PX0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0240'28.2 KM (17.5 MI) NW FROM LOVELL.
 PX0240'28.2 KM (17.5 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0240'JUNCTION WITH NEVADA STREET IN LOVELL, 0.3 KM (0.2 MI) NORTH OF
 PX0240'MILEPOST 254, AT A UTILITY LINE CROSSING, 22.4 METERS (73.5 FT) WEST
 PX0240'OF THE CENTERLINE OF THE HIGHWAY, 10.2 METERS (33.5 FT) WEST-NORTHWEST
 PX0240'OF THE NORTH END OF A CONCRETE PIPE CULVERT, 9.0 METERS (29.5 FT)
 PX0240'NORTH OF THE CENTER OF A FIELD ENTRANCE AND 3.6 METERS (11.8 FT)
 PX0240'NORTHWEST OF UTILITY POLE NUMBER 24.  NOTE=ACCESS TO THE DATUM POINT
 PX0240'IS THROUGH A 5-INCH LOGO CAP.
 PX0240'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 PX0240'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0270 ***********************************************************************
 PX0270  DESIGNATION -  C 329
 PX0270  PID         -  PX0270
 PX0270  STATE/COUNTY-  WY/BIG HORN
 PX0270  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0270
 PX0270                         *CURRENT SURVEY CONTROL
 PX0270  ___________________________________________________________________
 PX0270* NAD 83(1986)-  44 41 33.     (N)    108 17 45.     (W)     SCALED    
 PX0270* NAVD 88     -      1340.220  (meters)    4397.04   (feet)  ADJUSTED  
 PX0270  ___________________________________________________________________
 PX0270  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0270  DYNAMIC HT  -        1339.653 (meters)    4395.18  (feet)  COMP
 PX0270  MODELED GRAV-     980,148.8   (mgal)                       NAVD 88
 PX0270
 PX0270  VERT ORDER  -  FIRST     CLASS II
 PX0270
 PX0270.The horizontal coordinates were scaled from a topographic map and have
 PX0270.an estimated accuracy of +/- 6 seconds.
 PX0270
 PX0270.The orthometric height was determined by differential leveling
 PX0270.and adjusted by the National Geodetic Survey in June 1991..
 PX0270
 PX0270.The geoid height was determined by GEOID03.
 PX0270
 PX0270.The dynamic height is computed by dividing the NAVD 88
 PX0270.geopotential number by the normal gravity value computed on the
 PX0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0270.degrees latitude (g = 980.6199 gals.).
 PX0270
 PX0270.The modeled gravity was interpolated from observed gravity values.
 PX0270
 PX0270;                    North         East    Units  Estimated Accuracy
 PX0270;SPC WYEC     -   566,150.      323,710.      MT  (+/- 180 meters Scaled)
 PX0270
 PX0270                          SUPERSEDED SURVEY CONTROL
 PX0270
 PX0270  NGVD 29 (06/08/92) 1339.358  (m)         4394.21   (f) ADJUSTED    1 2
 PX0270
 PX0270.Superseded values are not recommended for survey control.
 PX0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0270.See file dsdata.txt to determine how the superseded data were derived.
 PX0270
 PX0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ142523(NAD 83)
 PX0270_MARKER: I = METAL ROD
 PX0270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0270_SP_SET: STAINLESS STEEL ROD
 PX0270_STAMPING: C 329 1982
 PX0270_MARK LOGO: NGS   
 PX0270_PROJECTION: FLUSH
 PX0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0270_ROD/PIPE-DEPTH: 4.9  meters
 PX0270
 PX0270  HISTORY     - Date     Condition        Report By
 PX0270  HISTORY     - 1982     MONUMENTED       NGS
 PX0270
 PX0270                          STATION DESCRIPTION
 PX0270
 PX0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0270'19.2 KM (11.95 MI) SE FROM LOVELL.
 PX0270'19.2 KM (11.95 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0270'JUNCTION WITH NEVADA STREET IN LOVELL, 0.4 KM (0.25 MI) NORTH OF
 PX0270'MILEPOST 224 AND 44.8 METERS (147.0 FT) SOUTHWEST OF THE CENTERLINE OF
 PX0270'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 PX0270'CAP.
 PX0270'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PX0270'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0021 ***********************************************************************
 OV0021  DESIGNATION -  C 33
 OV0021  PID         -  OV0021
 OV0021  STATE/COUNTY-  WY/NATRONA
 OV0021  USGS QUAD   -  SALT CREEK (1978)
 OV0021
 OV0021                         *CURRENT SURVEY CONTROL
 OV0021  ___________________________________________________________________
 OV0021* NAD 83(1986)-  43 15 50.     (N)    106 16 17.     (W)     SCALED    
 OV0021* NAVD 88     -      1604.186  (meters)    5263.07   (feet)  ADJUSTED  
 OV0021  ___________________________________________________________________
 OV0021  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 OV0021  DYNAMIC HT  -        1603.254 (meters)    5260.01  (feet)  COMP
 OV0021  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 OV0021
 OV0021  VERT ORDER  -  FIRST     CLASS II
 OV0021
 OV0021.The horizontal coordinates were scaled from a topographic map and have
 OV0021.an estimated accuracy of +/- 6 seconds.
 OV0021
 OV0021.The orthometric height was determined by differential leveling
 OV0021.and adjusted by the National Geodetic Survey in June 1991..
 OV0021
 OV0021.The geoid height was determined by GEOID03.
 OV0021
 OV0021.The dynamic height is computed by dividing the NAVD 88
 OV0021.geopotential number by the normal gravity value computed on the
 OV0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0021.degrees latitude (g = 980.6199 gals.).
 OV0021
 OV0021.The modeled gravity was interpolated from observed gravity values.
 OV0021
 OV0021;                    North         East    Units  Estimated Accuracy
 OV0021;SPC WYEC     -   407,520.      486,220.      MT  (+/- 180 meters Scaled)
 OV0021
 OV0021                          SUPERSEDED SURVEY CONTROL
 OV0021
 OV0021  NGVD 29 (??/??/92) 1603.344  (m)         5260.30   (f) ADJ UNCH    1 2
 OV0021
 OV0021.Superseded values are not recommended for survey control.
 OV0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0021.See file dsdata.txt to determine how the superseded data were derived.
 OV0021
 OV0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH968909(NAD 83)
 OV0021_MARKER: DB = BENCH MARK DISK
 OV0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0021_SP_SET: CONCRETE POST
 OV0021_STAMPING: C 33 1933
 OV0021_MARK LOGO: CGS   
 OV0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0021+STABILITY: SURFACE MOTION
 OV0021
 OV0021  HISTORY     - Date     Condition        Report By
 OV0021  HISTORY     - 1933     MONUMENTED       CGS
 OV0021  HISTORY     - 1968     GOOD             USGS
 OV0021  HISTORY     - 1985     GOOD             NGS
 OV0021
 OV0021                          STATION DESCRIPTION
 OV0021
 OV0021'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0021'10.1 MI S FROM MIDWEST.
 OV0021'FROM THE JUNCTION OF U.S. 87 AND WYO.  387 AT MIDWEST PROCEED SOUTH
 OV0021'ALONG U.S. 87 FOR 6.8 MILES TO A Y-JUNCTION, TAKE THE LEFT FORK, OLD
 OV0021'HIGHWAY, 3.3 MILES TO BM ON RIGHT, 47 FT. WEST OF OLD HIGHWAY AND 16
 OV0021'FT. NORTH OF A FAINT TRACK ROAD. A STANDARD DISK SET IN CONCRETE.
 OV0021
 OV0021                          STATION RECOVERY (1985)
 OV0021
 OV0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0021'RECOVERED IN GOOD CONDITION.  EXCEPT HIGHWAY DESCRIBED IS NOW
 OV0021'ABANDONED AND ON THE PROPERTY OF THE TEAPOT RANCH. NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0222 ***********************************************************************
 OW0222  DESIGNATION -  C 330
 OW0222  PID         -  OW0222
 OW0222  STATE/COUNTY-  WY/FREMONT
 OW0222  USGS QUAD   -  BOYSEN (1978)
 OW0222
 OW0222                         *CURRENT SURVEY CONTROL
 OW0222  ___________________________________________________________________
 OW0222* NAD 83(1986)-  43 24 04.     (N)    108 09 58.     (W)     SCALED    
 OW0222* NAVD 88     -      1468.252  (meters)    4817.09   (feet)  ADJUSTED  
 OW0222  ___________________________________________________________________
 OW0222  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 OW0222  DYNAMIC HT  -        1467.372 (meters)    4814.20  (feet)  COMP
 OW0222  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 OW0222
 OW0222  VERT ORDER  -  FIRST     CLASS II
 OW0222
 OW0222.The horizontal coordinates were scaled from a topographic map and have
 OW0222.an estimated accuracy of +/- 6 seconds.
 OW0222
 OW0222.The orthometric height was determined by differential leveling
 OW0222.and adjusted by the National Geodetic Survey in June 1991..
 OW0222
 OW0222.The geoid height was determined by GEOID03.
 OW0222
 OW0222.The dynamic height is computed by dividing the NAVD 88
 OW0222.geopotential number by the normal gravity value computed on the
 OW0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0222.degrees latitude (g = 980.6199 gals.).
 OW0222
 OW0222.The modeled gravity was interpolated from observed gravity values.
 OW0222
 OW0222;                    North         East    Units  Estimated Accuracy
 OW0222;SPC WYWC     -   322,380.      647,300.      MT  (+/- 180 meters Scaled)
 OW0222
 OW0222                          SUPERSEDED SURVEY CONTROL
 OW0222
 OW0222  NGVD 29 (06/08/92) 1467.317  (m)         4814.02   (f) ADJUSTED    1 2
 OW0222
 OW0222.Superseded values are not recommended for survey control.
 OW0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0222.See file dsdata.txt to determine how the superseded data were derived.
 OW0222
 OW0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP294092(NAD 83)
 OW0222_MARKER: DB = BENCH MARK DISK
 OW0222_SETTING: 66 = SET IN ROCK OUTCROP
 OW0222_SP_SET: ROCK OUTCROP
 OW0222_STAMPING: C 330 1982
 OW0222_MARK LOGO: NGS   
 OW0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0222+STABILITY: POSITION/ELEVATION WELL
 OW0222
 OW0222  HISTORY     - Date     Condition        Report By
 OW0222  HISTORY     - 1982     MONUMENTED       NGS
 OW0222
 OW0222                          STATION DESCRIPTION
 OW0222
 OW0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0222'20.6 KM (12.8 MI) NORTH FROM SHOSHONI.
 OW0222'20.6 KM (12.8 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0222'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.2 KM (0.1 MI) SOUTH OF MILEPOST
 OW0222'113, IN THE SOUTHEAST END OF A 5 BY 8 FT EXPOSED AREA OF OUTCROPPING
 OW0222'BEDROCK AT THE NORTH END OF A HIGHWAY CUT, 13.9 METERS (45.6 FT)
 OW0222'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 5.9 METERS (19.4 FT)
 OW0222'SOUTHWEST OF THE SOUTHEAST END OF A GUARD RAIL.
 OW0222'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 OW0222'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0215 ***********************************************************************
 OV0215  DESIGNATION -  C 331
 OV0215  PID         -  OV0215
 OV0215  STATE/COUNTY-  WY/FREMONT
 OV0215  USGS QUAD   -  MONETA (1952)
 OV0215
 OV0215                         *CURRENT SURVEY CONTROL
 OV0215  ___________________________________________________________________
 OV0215* NAD 83(1986)-  43 09 52.     (N)    107 44 45.     (W)     SCALED    
 OV0215* NAVD 88     -      1645.720  (meters)    5399.33   (feet)  ADJUSTED  
 OV0215  ___________________________________________________________________
 OV0215  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 OV0215  DYNAMIC HT  -        1644.623 (meters)    5395.73  (feet)  COMP
 OV0215  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 OV0215
 OV0215  VERT ORDER  -  FIRST     CLASS II
 OV0215
 OV0215.The horizontal coordinates were scaled from a topographic map and have
 OV0215.an estimated accuracy of +/- 6 seconds.
 OV0215
 OV0215.The orthometric height was determined by differential leveling
 OV0215.and adjusted by the National Geodetic Survey in June 1991..
 OV0215
 OV0215.The geoid height was determined by GEOID03.
 OV0215
 OV0215.The dynamic height is computed by dividing the NAVD 88
 OV0215.geopotential number by the normal gravity value computed on the
 OV0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0215.degrees latitude (g = 980.6199 gals.).
 OV0215
 OV0215.The modeled gravity was interpolated from observed gravity values.
 OV0215
 OV0215;                    North         East    Units  Estimated Accuracy
 OV0215;SPC WYWC     -   296,410.      681,660.      MT  (+/- 180 meters Scaled)
 OV0215
 OV0215                          SUPERSEDED SURVEY CONTROL
 OV0215
 OV0215  NGVD 29 (06/08/92) 1644.700  (m)         5395.99   (f) ADJUSTED    1 2
 OV0215
 OV0215.Superseded values are not recommended for survey control.
 OV0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0215.See file dsdata.txt to determine how the superseded data were derived.
 OV0215
 OV0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH767827(NAD 83)
 OV0215_MARKER: I = METAL ROD
 OV0215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0215_SP_SET: STAINLESS STEEL ROD
 OV0215_STAMPING: C 331 1982
 OV0215_MARK LOGO: NGS   
 OV0215_PROJECTION: FLUSH
 OV0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0215_ROD/PIPE-DEPTH: 13.4 meters
 OV0215
 OV0215  HISTORY     - Date     Condition        Report By
 OV0215  HISTORY     - 1982     MONUMENTED       NGS
 OV0215
 OV0215                          STATION DESCRIPTION
 OV0215
 OV0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0215'31.5 KM (19.55 MI) EAST FROM SHOSHONI.
 OV0215'31.5 KM (19.55 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0215'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.5 KM (0.3 MI) NORTHWEST OF
 OV0215'MILEPOST 80, 38.5 METERS (126.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 OV0215'HIGHWAY AND 8.6 METERS (28.2 FT) NORTHWEST OF THE CENTER OF PAVED
 OV0215'FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OV0215'LOGO CAP.
 OV0215'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 OV0215'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0242 ***********************************************************************
 OV0242  DESIGNATION -  C 332
 OV0242  PID         -  OV0242
 OV0242  STATE/COUNTY-  WY/NATRONA
 OV0242  USGS QUAD   -  HILAND (1952)
 OV0242
 OV0242                         *CURRENT SURVEY CONTROL
 OV0242  ___________________________________________________________________
 OV0242* NAD 83(1986)-  43 05 17.     (N)    107 18 47.     (W)     SCALED    
 OV0242* NAVD 88     -      1873.182  (meters)    6145.60   (feet)  ADJUSTED  
 OV0242  ___________________________________________________________________
 OV0242  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 OV0242  DYNAMIC HT  -        1871.863 (meters)    6141.27  (feet)  COMP
 OV0242  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 OV0242
 OV0242  VERT ORDER  -  FIRST     CLASS II
 OV0242
 OV0242.The horizontal coordinates were scaled from a topographic map and have
 OV0242.an estimated accuracy of +/- 6 seconds.
 OV0242
 OV0242.The orthometric height was determined by differential leveling
 OV0242.and adjusted by the National Geodetic Survey in June 1991..
 OV0242
 OV0242.The geoid height was determined by GEOID03.
 OV0242
 OV0242.The dynamic height is computed by dividing the NAVD 88
 OV0242.geopotential number by the normal gravity value computed on the
 OV0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0242.degrees latitude (g = 980.6199 gals.).
 OV0242
 OV0242.The modeled gravity was interpolated from observed gravity values.
 OV0242
 OV0242;                    North         East    Units  Estimated Accuracy
 OV0242;SPC WYEC     -   387,440.      401,650.      MT  (+/- 180 meters Scaled)
 OV0242
 OV0242                          SUPERSEDED SURVEY CONTROL
 OV0242
 OV0242  NGVD 29 (06/08/92) 1872.133  (m)         6142.16   (f) ADJUSTED    1 2
 OV0242
 OV0242.Superseded values are not recommended for survey control.
 OV0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0242.See file dsdata.txt to determine how the superseded data were derived.
 OV0242
 OV0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH117731(NAD 83)
 OV0242_MARKER: I = METAL ROD
 OV0242_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0242_SP_SET: STAINLESS STEEL ROD
 OV0242_STAMPING: C 332 1982
 OV0242_MARK LOGO: NGS   
 OV0242_PROJECTION: FLUSH
 OV0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0242_ROD/PIPE-DEPTH: 4.0  meters
 OV0242
 OV0242  HISTORY     - Date     Condition        Report By
 OV0242  HISTORY     - 1982     MONUMENTED       NGS
 OV0242
 OV0242                          STATION DESCRIPTION
 OV0242
 OV0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0242'9.9 KM (6.15 MI) WEST FROM WALTMAN.
 OV0242'9.9 KM (6.15 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0242'WITH COUNTY ROADS 104 AND 212 IN WALTMAN AND 30.1 METERS (98.8 FT)
 OV0242'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 OV0242'POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0242'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 OV0242'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0298 ***********************************************************************
 PX0298  DESIGNATION -  C 333
 PX0298  PID         -  PX0298
 PX0298  STATE/COUNTY-  WY/BIG HORN
 PX0298  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0298
 PX0298                         *CURRENT SURVEY CONTROL
 PX0298  ___________________________________________________________________
 PX0298* NAD 83(1986)-  44 21 04.     (N)    108 02 36.     (W)     SCALED    
 PX0298* NAVD 88     -      1214.873  (meters)    3985.80   (feet)  ADJUSTED  
 PX0298  ___________________________________________________________________
 PX0298  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 PX0298  DYNAMIC HT  -        1214.349 (meters)    3984.08  (feet)  COMP
 PX0298  MODELED GRAV-     980,145.4   (mgal)                       NAVD 88
 PX0298  OBS GRAVITY -     980,145.4   (mgal)                       GRAV_OBS
 PX0298
 PX0298  VERT ORDER  -  FIRST     CLASS II
 PX0298
 PX0298.The horizontal coordinates were scaled from a topographic map and have
 PX0298.an estimated accuracy of +/- 6 seconds.
 PX0298
 PX0298.The orthometric height was determined by differential leveling
 PX0298.and adjusted by the National Geodetic Survey in June 1991..
 PX0298
 PX0298.The geoid height was determined by GEOID03.
 PX0298
 PX0298.The dynamic height is computed by dividing the NAVD 88
 PX0298.geopotential number by the normal gravity value computed on the
 PX0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0298.degrees latitude (g = 980.6199 gals.).
 PX0298
 PX0298.The modeled gravity was interpolated from observed gravity values.
 PX0298.The observed gravity was obtained from relative gravimeter ties
 PX0298.to the IGSN71 gravity network.
 PX0298
 PX0298;                    North         East    Units  Estimated Accuracy
 PX0298;SPC WYEC     -   528,010.      343,390.      MT  (+/- 180 meters Scaled)
 PX0298
 PX0298                          SUPERSEDED SURVEY CONTROL
 PX0298
 PX0298  NGVD 29 (06/08/92) 1214.062  (m)         3983.14   (f) ADJUSTED    1 2
 PX0298
 PX0298.Superseded values are not recommended for survey control.
 PX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0298.See file dsdata.txt to determine how the superseded data were derived.
 PX0298
 PX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ356151(NAD 83)
 PX0298_MARKER: I = METAL ROD
 PX0298_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0298_SP_SET: STAINLESS STEEL ROD
 PX0298_STAMPING: C 333 1982
 PX0298_MARK LOGO: NGS   
 PX0298_PROJECTION: FLUSH
 PX0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0298_ROD/PIPE-DEPTH: 5.8  meters
 PX0298
 PX0298  HISTORY     - Date     Condition        Report By
 PX0298  HISTORY     - 1982     MONUMENTED       NGS
 PX0298
 PX0298                          STATION DESCRIPTION
 PX0298
 PX0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0298'45.3 KM (28.15 MI) NORT FROM WORLAND.
 PX0298'45.3 KM (28.15 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PX0298'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 45.1 METERS
 PX0298'(148.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19.4 METERS
 PX0298'(63.6 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND 1.5 METERS
 PX0298'(4.9 FT) NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 PX0298'IS THROUGH A 5-INCH LOGO CAP.
 PX0298'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 PX0298'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0253 ***********************************************************************
 OV0253  FBN         -  This is a Federal Base Network Control Station.
 OV0253  DESIGNATION -  C 334
 OV0253  PID         -  OV0253
 OV0253  STATE/COUNTY-  WY/NATRONA
 OV0253  USGS QUAD   -  HELLS HALF ACRE (1968)
 OV0253
 OV0253                         *CURRENT SURVEY CONTROL
 OV0253  ___________________________________________________________________
 OV0253* NAD 83(1993)-  43 03 11.35163(N)    107 06 16.39404(W)     ADJUSTED  
 OV0253* NAVD 88     -      1853.096  (meters)    6079.70   (feet)  ADJUSTED  
 OV0253  ___________________________________________________________________
 OV0253  X           -  -1,373,307.918 (meters)                     COMP
 OV0253  Y           -  -4,462,745.027 (meters)                     COMP
 OV0253  Z           -   4,333,074.436 (meters)                     COMP
 OV0253  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 OV0253  ELLIP HEIGHT-        1839.71  (meters)          (07/24/97) GPS OBS
 OV0253  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 OV0253  DYNAMIC HT  -        1851.814 (meters)    6075.49  (feet)  COMP
 OV0253  MODELED GRAV-     979,862.7   (mgal)                       NAVD 88
 OV0253
 OV0253  HORZ ORDER  -  A
 OV0253  VERT ORDER  -  FIRST     CLASS II
 OV0253  ELLP ORDER  -  FIRST     CLASS I
 OV0253
 OV0253.The horizontal coordinates were established by GPS observations
 OV0253.and adjusted by the National Geodetic Survey in October 1994..
 OV0253
 OV0253.The orthometric height was determined by differential leveling
 OV0253.and adjusted by the National Geodetic Survey in June 1991..
 OV0253.WARNING-GPS observations at this control monument resulted in a GPS
 OV0253.derived orthometric height which differed from the leveled height by
 OV0253.more than one decimeter (0.1 meter).
 OV0253
 OV0253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OV0253
 OV0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0253
 OV0253.The ellipsoidal height was determined by GPS observations
 OV0253.and is referenced to NAD 83.
 OV0253
 OV0253.The geoid height was determined by GEOID03.
 OV0253
 OV0253.The dynamic height is computed by dividing the NAVD 88
 OV0253.geopotential number by the normal gravity value computed on the
 OV0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0253.degrees latitude (g = 980.6199 gals.).
 OV0253
 OV0253.The modeled gravity was interpolated from observed gravity values.
 OV0253
 OV0253;                    North         East     Units Scale Factor Converg.
 OV0253;SPC WYEC     -   383,583.777   418,637.647   MT  0.99994177   +0 09 22.3
 OV0253;UTM  13      - 4,768,866.805   328,606.536   MT  0.99996139   -1 26 13.5
 OV0253
 OV0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0253!SPC WYEC     -   0.99971158  x   0.99994177  =   0.99965336
 OV0253!UTM  13      -   0.99971158  x   0.99996139  =   0.99967298
 OV0253
 OV0253                          SUPERSEDED SURVEY CONTROL
 OV0253
 OV0253  ELLIP H (10/19/94) 1839.77   (m)                       GP(       ) 3 1
 OV0253  NAVD 88 (07/24/97) 1853.10   (m)         6079.7    (f) LEVELING    3  
 OV0253  NAVD 88 (10/19/94) 1853.10   (m)         6079.7    (f) LEVELING    3  
 OV0253  NGVD 29 (06/08/92) 1852.079  (m)         6076.36   (f) ADJUSTED    1 2
 OV0253
 OV0253.Superseded values are not recommended for survey control.
 OV0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0253.See file dsdata.txt to determine how the superseded data were derived.
 OV0253
 OV0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH2860768867(NAD 83)
 OV0253_MARKER: I = METAL ROD
 OV0253_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0253_SP_SET: SHALLOW SET METAL ROD
 OV0253_STAMPING: C334 1982
 OV0253_MARK LOGO: NGS   
 OV0253_PROJECTION: FLUSH
 OV0253_MAGNETIC: N = NO MAGNETIC MATERIAL
 OV0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0253+STABILITY: POSITION/ELEVATION WELL
 OV0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0253+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1999
 OV0253_ROD/PIPE-DEPTH: 2.7  meters
 OV0253
 OV0253  HISTORY     - Date     Condition        Report By
 OV0253  HISTORY     - 1982     MONUMENTED       NGS
 OV0253  HISTORY     - 19930723 GOOD             WYDT
 OV0253  HISTORY     - 19990729 GOOD             NGS
 OV0253
 OV0253                          STATION DESCRIPTION
 OV0253
 OV0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0253'7.7 KM (4.8 MI) EAST FROM WALTMAN.
 OV0253'7.7 KM (4.8 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OV0253'COUNTY ROADS 104 AND 212 IN WALTMAN, 1.1 KM (0.7 MI) NORTHWEST OF THE
 OV0253'NORTHWEST ENTRANCE TO HELLS HALF ACRE, 85.6 METERS (280.8 FT)
 OV0253'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.1 METERS (72.5 FT) WEST
 OV0253'OF THE CENTER OF A DIRT ROAD LEADING NORTH AND 16.8 METERS (55.1 FT)
 OV0253'NORTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 OV0253'THROUGH A 5-INCH LOGO CAP.
 OV0253'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OV0253'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OV0253
 OV0253                          STATION RECOVERY (1993)
 OV0253
 OV0253'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1993 (RR)
 OV0253'NOTE--PUNCH HOLE NEEDED TOP CENTER ON ROD FOR GPS OBSERVATIONS.
 OV0253'STATION IS LOCATED ABOUT 9 KM (5.60 MI) WEST OF POWDER RIVER, 10 KM
 OV0253'(6.20 MI) EAST OF WALTMAN, 1 KM (0.60 MI) WEST OF THE WEST ENTRANCE
 OV0253'HELLS HALF ACRE PARK, ALONG US HIGHWAYS 20 AND 26, ON THE
 OV0253'RIGHT-OF-WAY, NEAR MILE 45.9, IN SECTION 35, T 36 N, R 86 W.
 OV0253'OWNERSHIP--STATE HIGHWAY DEPARTMENT. TO REACH FROM THE JUNCTION OF US
 OV0253'HIGHWAYS 20, 26 AND COUNTY ROADS 106 AND 211 AT POWDER RIVER, GO WEST
 OV0253'ON HIGHWAYS 20 AND 26 FOR 8.88 KM (5.50 MI) TO THE WEST ENTRANCE TO
 OV0253'HELLS HALF ACRE PARK.  CONTINUE AHEAD FOR 1.22 KM (0.75 MI) TO A TRACK
 OV0253'ROAD RIGHT AT MILE 45.9.  TURN SHARP RIGHT, EASTERLY, ON TRACK ROAD
 OV0253'FOR 0.09 KM (0.05 MI) TO THE RIGHT-OF-WAY FENCE AND THE STATION.
 OV0253'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 OV0253'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 OV0253'IT IS 61 M (200.1 FT) NORTHEAST OF THE HIGHWAY CENTER, 16.8 M (55.1
 OV0253'FT) NORTHEAST OF THE TRACK ROAD CENTER, 0.3 M (1.0 FT) SOUTHWEST OF A
 OV0253'FIBERGLASS WITNESS POST IN THE FENCELINE, 16.8 M (55.1 FT) NORTHWEST
 OV0253'OF A FENCE CORNER, AND 2.6 M (8.5 FT) WEST OF A BRACED FENCE POST.
 OV0253'DESCRIBED BY WHD.  TYPED BY GRH.
 OV0253
 OV0253                          STATION RECOVERY (1999)
 OV0253
 OV0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OV0253'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 OV0253'CONDITION AND AS PREVIOUSLY DESCRIBED.  ADD THE STATION IS NOW
 OV0253'SURROUNDED BY 3 METAL I-BEAM POSTS AND IS 0.3 M (1.0 FT) SOUTHWEST OF
 OV0253'A WYDOT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0260 ***********************************************************************
 OV0260  DESIGNATION -  C 335
 OV0260  PID         -  OV0260
 OV0260  STATE/COUNTY-  WY/NATRONA
 OV0260  USGS QUAD   -  POWDER RIVER (1968)
 OV0260
 OV0260                         *CURRENT SURVEY CONTROL
 OV0260  ___________________________________________________________________
 OV0260* NAD 83(1986)-  43 01 38.     (N)    106 56 13.     (W)     SCALED    
 OV0260* NAVD 88     -      1737.852  (meters)    5701.60   (feet)  ADJUSTED  
 OV0260  ___________________________________________________________________
 OV0260  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 OV0260  DYNAMIC HT  -        1736.723 (meters)    5697.90  (feet)  COMP
 OV0260  MODELED GRAV-     979,909.2   (mgal)                       NAVD 88
 OV0260
 OV0260  VERT ORDER  -  FIRST     CLASS II
 OV0260
 OV0260.The horizontal coordinates were scaled from a topographic map and have
 OV0260.an estimated accuracy of +/- 6 seconds.
 OV0260
 OV0260.The orthometric height was determined by differential leveling
 OV0260.and adjusted by the National Geodetic Survey in June 1991..
 OV0260
 OV0260.The geoid height was determined by GEOID03.
 OV0260
 OV0260.The dynamic height is computed by dividing the NAVD 88
 OV0260.geopotential number by the normal gravity value computed on the
 OV0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0260.degrees latitude (g = 980.6199 gals.).
 OV0260
 OV0260.The modeled gravity was interpolated from observed gravity values.
 OV0260
 OV0260;                    North         East    Units  Estimated Accuracy
 OV0260;SPC WYEC     -   380,750.      432,310.      MT  (+/- 180 meters Scaled)
 OV0260
 OV0260                          SUPERSEDED SURVEY CONTROL
 OV0260
 OV0260  NGVD 29 (06/08/92) 1736.907  (m)         5698.50   (f) ADJUSTED    1 2
 OV0260
 OV0260.Superseded values are not recommended for survey control.
 OV0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0260.See file dsdata.txt to determine how the superseded data were derived.
 OV0260
 OV0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH421656(NAD 83)
 OV0260_MARKER: I = METAL ROD
 OV0260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0260_SP_SET: STAINLESS STEEL ROD
 OV0260_STAMPING: C 335 1982
 OV0260_MARK LOGO: NGS   
 OV0260_PROJECTION: FLUSH
 OV0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0260_ROD/PIPE-DEPTH: 9.5  meters
 OV0260
 OV0260  HISTORY     - Date     Condition        Report By
 OV0260  HISTORY     - 1982     MONUMENTED       NGS
 OV0260
 OV0260                          STATION DESCRIPTION
 OV0260
 OV0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0260'21.9 KM (13.6 MI) EAST FROM WALTMAN.
 OV0260'21.9 KM (13.6 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0260'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 44.5 METERS (146.0 FT)
 OV0260'NORTHWEST OF MILEPOST 37 AND 41.3 METERS (135.5 FT) NORTH-NORTHWEST OF
 OV0260'THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 OV0260'THROUGH A 5-INCH LOGO CAP.
 OV0260'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST AND FENCE
 OV0260'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0292 ***********************************************************************
 NR0292  DESIGNATION -  C 336
 NR0292  PID         -  NR0292
 NR0292  STATE/COUNTY-  WY/CARBON
 NR0292  USGS QUAD   -  SAVAGE PEAK (1981)
 NR0292
 NR0292                         *CURRENT SURVEY CONTROL
 NR0292  ___________________________________________________________________
 NR0292* NAD 83(1986)-  42 24 29.     (N)    107 19 25.     (W)     SCALED    
 NR0292* NAVD 88     -      1880.851  (meters)    6170.76   (feet)  ADJUSTED  
 NR0292  ___________________________________________________________________
 NR0292  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 NR0292  DYNAMIC HT  -        1879.495 (meters)    6166.31  (feet)  COMP
 NR0292  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 NR0292
 NR0292  VERT ORDER  -  FIRST     CLASS II
 NR0292
 NR0292.The horizontal coordinates were scaled from a topographic map and have
 NR0292.an estimated accuracy of +/- 6 seconds.
 NR0292
 NR0292.The orthometric height was determined by differential leveling
 NR0292.and adjusted by the National Geodetic Survey in June 1991..
 NR0292
 NR0292.The geoid height was determined by GEOID03.
 NR0292
 NR0292.The dynamic height is computed by dividing the NAVD 88
 NR0292.geopotential number by the normal gravity value computed on the
 NR0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0292.degrees latitude (g = 980.6199 gals.).
 NR0292
 NR0292.The modeled gravity was interpolated from observed gravity values.
 NR0292
 NR0292;                    North         East    Units  Estimated Accuracy
 NR0292;SPC WYEC     -   311,900.      400,800.      MT  (+/- 180 meters Scaled)
 NR0292
 NR0292                          SUPERSEDED SURVEY CONTROL
 NR0292
 NR0292  NGVD 29 (06/08/92) 1879.850  (m)         6167.47   (f) ADJUSTED    1 2
 NR0292
 NR0292.Superseded values are not recommended for survey control.
 NR0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0292.See file dsdata.txt to determine how the superseded data were derived.
 NR0292
 NR0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG087976(NAD 83)
 NR0292_MARKER: I = METAL ROD
 NR0292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0292_SP_SET: STAINLESS STEEL ROD
 NR0292_STAMPING: C 336 1982
 NR0292_MARK LOGO: NGS   
 NR0292_PROJECTION: FLUSH
 NR0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0292_ROD/PIPE-DEPTH: 3.7  meters
 NR0292
 NR0292  HISTORY     - Date     Condition        Report By
 NR0292  HISTORY     - 1982     MONUMENTED       NGS
 NR0292
 NR0292                          STATION DESCRIPTION
 NR0292
 NR0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0292'11.3 KM (7.0 MI) NE FROM MUDDY GAP.
 NR0292'11.3 KM (7.0 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0292'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0292'0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 51, 45.4 METERS (148.9 FT)
 NR0292'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 7.3 METERS (24.0 FT)
 NR0292'NORTHEAST OF THE CENTER OF A TRACK ROAD LEADING SOUTHEAST.  NOTE,
 NR0292'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0292'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NR0292'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0451 ***********************************************************************
 MP0451  DESIGNATION -  C 337
 MP0451  PID         -  MP0451
 MP0451  STATE/COUNTY-  WY/CARBON
 MP0451  USGS QUAD   -  RAWLINS (1981)
 MP0451
 MP0451                         *CURRENT SURVEY CONTROL
 MP0451  ___________________________________________________________________
 MP0451* NAD 83(1986)-  41 47 05.     (N)    107 14 52.     (W)     SCALED    
 MP0451* NAVD 88     -      2061.260  (meters)    6762.65   (feet)  ADJUSTED  
 MP0451  ___________________________________________________________________
 MP0451  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 MP0451  DYNAMIC HT  -        2059.518 (meters)    6756.94  (feet)  COMP
 MP0451  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 MP0451
 MP0451  VERT ORDER  -  FIRST     CLASS II
 MP0451
 MP0451.The horizontal coordinates were scaled from a topographic map and have
 MP0451.an estimated accuracy of +/- 6 seconds.
 MP0451
 MP0451.The orthometric height was determined by differential leveling
 MP0451.and adjusted by the National Geodetic Survey in June 1991..
 MP0451
 MP0451.The geoid height was determined by GEOID03.
 MP0451
 MP0451.The dynamic height is computed by dividing the NAVD 88
 MP0451.geopotential number by the normal gravity value computed on the
 MP0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0451.degrees latitude (g = 980.6199 gals.).
 MP0451
 MP0451.The modeled gravity was interpolated from observed gravity values.
 MP0451
 MP0451;                    North         East    Units  Estimated Accuracy
 MP0451;SPC WYEC     -   242,670.      407,110.      MT  (+/- 180 meters Scaled)
 MP0451
 MP0451                          SUPERSEDED SURVEY CONTROL
 MP0451
 MP0451  NGVD 29 (06/08/92) 2060.112  (m)         6758.88   (f) ADJUSTED    1 2
 MP0451
 MP0451.Superseded values are not recommended for survey control.
 MP0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0451.See file dsdata.txt to determine how the superseded data were derived.
 MP0451
 MP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG132283(NAD 83)
 MP0451_MARKER: DB = BENCH MARK DISK
 MP0451_SETTING: 66 = SET IN ROCK OUTCROP
 MP0451_SP_SET: ROCK OUTCROP
 MP0451_STAMPING: C 337 1982
 MP0451_MARK LOGO: NGS   
 MP0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0451+STABILITY: POSITION/ELEVATION WELL
 MP0451
 MP0451  HISTORY     - Date     Condition        Report By
 MP0451  HISTORY     - 1982     MONUMENTED       NGS
 MP0451
 MP0451                          STATION DESCRIPTION
 MP0451
 MP0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0451'0.8 KM (0.5 MI) WEST FROM RAWLINS.
 MP0451'0.8 KM (0.5 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0451'STATION IN RAWLINS, IN THE CENTER OF A 1 BY 3 FT EXPOSED AREA OF
 MP0451'BEDROCK AT THE EAST END OF A RAILROAD CUT, 25.6 METERS (84.0 FT)
 MP0451'SOUTHWEST OF THE SOUTH LEG OF A DOUBLE UTILITY POLE WITH FIVE GUY
 MP0451'WIRES, AND 3.2 METERS (10.5 FT) NORTH OF THE NEAR RAIL.
 MP0451'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0268 ***********************************************************************
 NR0268  DESIGNATION -  C 338
 NR0268  PID         -  NR0268
 NR0268  STATE/COUNTY-  WY/NATRONA
 NR0268  USGS QUAD   -  BENTON BASIN (1984)
 NR0268
 NR0268                         *CURRENT SURVEY CONTROL
 NR0268  ___________________________________________________________________
 NR0268* NAD 83(1986)-  42 33 08.     (N)    106 48 29.     (W)     SCALED    
 NR0268* NAVD 88     -      1833.584  (meters)    6015.68   (feet)  ADJUSTED  
 NR0268  ___________________________________________________________________
 NR0268  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 NR0268  DYNAMIC HT  -        1832.311 (meters)    6011.51  (feet)  COMP
 NR0268  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 NR0268
 NR0268  VERT ORDER  -  FIRST     CLASS II
 NR0268
 NR0268.The horizontal coordinates were scaled from a topographic map and have
 NR0268.an estimated accuracy of +/- 6 seconds.
 NR0268
 NR0268.The orthometric height was determined by differential leveling
 NR0268.and adjusted by the National Geodetic Survey in June 1991..
 NR0268
 NR0268.The geoid height was determined by GEOID03.
 NR0268
 NR0268.The dynamic height is computed by dividing the NAVD 88
 NR0268.geopotential number by the normal gravity value computed on the
 NR0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0268.degrees latitude (g = 980.6199 gals.).
 NR0268
 NR0268.The modeled gravity was interpolated from observed gravity values.
 NR0268
 NR0268;                    North         East    Units  Estimated Accuracy
 NR0268;SPC WYEC     -   328,050.      443,140.      MT  (+/- 180 meters Scaled)
 NR0268
 NR0268                          SUPERSEDED SURVEY CONTROL
 NR0268
 NR0268  NGVD 29 (06/08/92) 1832.632  (m)         6012.56   (f) ADJUSTED    1 2
 NR0268
 NR0268.Superseded values are not recommended for survey control.
 NR0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0268.See file dsdata.txt to determine how the superseded data were derived.
 NR0268
 NR0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH515126(NAD 83)
 NR0268_MARKER: I = METAL ROD
 NR0268_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0268_SP_SET: STAINLESS STEEL ROD
 NR0268_STAMPING: C 338 1982
 NR0268_MARK LOGO: NGS   
 NR0268_PROJECTION: FLUSH
 NR0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0268_ROD/PIPE-DEPTH: 12.2 meters
 NR0268
 NR0268  HISTORY     - Date     Condition        Report By
 NR0268  HISTORY     - 1982     MONUMENTED       NGS
 NR0268
 NR0268                          STATION DESCRIPTION
 NR0268
 NR0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0268'50.3 KM (31.2 MI) SW FROM CASPER.
 NR0268'50.3 KM (31.2 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0268'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.3 KM (0.2 MI) EAST OF
 NR0268'MILEPOST 82, 48.0 METERS (157.5 FT) NORTH OF THE CENTERLINE OF THE
 NR0268'HIGHWAY AND 9.0 METERS (29.5 FT) WEST OF THE CENTER OF A FIELD
 NR0268'ENTRANCE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NR0268'CAP.
 NR0268'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 NR0268'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0711 ***********************************************************************
 PY0711  DESIGNATION -  C 339
 PY0711  PID         -  PY0711
 PY0711  STATE/COUNTY-  WY/TETON
 PY0711  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0711
 PY0711                         *CURRENT SURVEY CONTROL
 PY0711  ___________________________________________________________________
 PY0711* NAD 83(1986)-  44 38 59.     (N)    111 01 01.     (W)     SCALED    
 PY0711* NAVD 88     -      2048.415  (meters)    6720.51   (feet)  ADJUSTED  
 PY0711  ___________________________________________________________________
 PY0711  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 PY0711  DYNAMIC HT  -        2047.242 (meters)    6716.66  (feet)  COMP
 PY0711  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 PY0711
 PY0711  VERT ORDER  -  FIRST     CLASS II
 PY0711
 PY0711.The horizontal coordinates were scaled from a topographic map and have
 PY0711.an estimated accuracy of +/- 6 seconds.
 PY0711
 PY0711.The orthometric height was determined by differential leveling
 PY0711.and adjusted by the National Geodetic Survey in June 1991..
 PY0711
 PY0711.The geoid height was determined by GEOID03.
 PY0711
 PY0711.The dynamic height is computed by dividing the NAVD 88
 PY0711.geopotential number by the normal gravity value computed on the
 PY0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0711.degrees latitude (g = 980.6199 gals.).
 PY0711
 PY0711.The modeled gravity was interpolated from observed gravity values.
 PY0711
 PY0711;                    North         East    Units  Estimated Accuracy
 PY0711;SPC WY W     -   561,370.      725,950.      MT  (+/- 180 meters Scaled)
 PY0711
 PY0711                          SUPERSEDED SURVEY CONTROL
 PY0711
 PY0711  NGVD 29 (08/20/92) 2047.161  (m)         6716.39   (f) ADJUSTED    1 2
 PY0711
 PY0711.Superseded values are not recommended for survey control.
 PY0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0711.See file dsdata.txt to determine how the superseded data were derived.
 PY0711
 PY0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ986440(NAD 83)
 PY0711_MARKER: I = METAL ROD
 PY0711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0711_SP_SET: STAINLESS STEEL ROD
 PY0711_STAMPING: C 339 1983
 PY0711_MARK LOGO: NGS   
 PY0711_PROJECTION: FLUSH
 PY0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0711_ROD/PIPE-DEPTH: 3.4  meters
 PY0711
 PY0711  HISTORY     - Date     Condition        Report By
 PY0711  HISTORY     - 1983     MONUMENTED       NGS
 PY0711  HISTORY     - 1987     GOOD             NGS
 PY0711
 PY0711                          STATION DESCRIPTION
 PY0711
 PY0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0711'6.7 KM (4.15 MI) EAST FROM WEST YELLOWSTONE MONTANA.
 PY0711'6.7 KM (4.15 MI) EASTERLY ALONG THE WEST YELLOWSTONE-MADISON JUNCTION
 PY0711'HIGHWAY FROM THE MUSEUM OF THE YELLOWSTONE AT WEST YELLOWSTONE
 PY0711'MONTANA, 19.2 METERS (63.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 PY0711'AND 8.2 METERS (26.9 FT) SOUTH OF THE CENTER OF A TRACK ROAD LEADING
 PY0711'SOUTHEAST.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PY0711'THE MARK IS 0.9 M BELOW THE ROAD.
 PY0711
 PY0711                          STATION RECOVERY (1987)
 PY0711
 PY0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0486 ***********************************************************************
 MP0486  DESIGNATION -  C 339 X
 MP0486  PID         -  MP0486
 MP0486  STATE/COUNTY-  WY/CARBON
 MP0486  USGS QUAD   -  HANNA (1982)
 MP0486
 MP0486                         *CURRENT SURVEY CONTROL
 MP0486  ___________________________________________________________________
 MP0486* NAD 83(1986)-  41 52 04.     (N)    106 33 16.     (W)     SCALED    
 MP0486* NAVD 88     -      2068.537  (meters)    6786.53   (feet)  ADJUSTED  
 MP0486  ___________________________________________________________________
 MP0486  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 MP0486  DYNAMIC HT  -        2066.672 (meters)    6780.41  (feet)  COMP
 MP0486  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 MP0486
 MP0486  VERT ORDER  -  FIRST     CLASS II
 MP0486
 MP0486.The horizontal coordinates were scaled from a topographic map and have
 MP0486.an estimated accuracy of +/- 6 seconds.
 MP0486
 MP0486.The orthometric height was determined by differential leveling
 MP0486.and adjusted by the National Geodetic Survey in June 1991..
 MP0486
 MP0486.The geoid height was determined by GEOID03.
 MP0486
 MP0486.The dynamic height is computed by dividing the NAVD 88
 MP0486.geopotential number by the normal gravity value computed on the
 MP0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0486.degrees latitude (g = 980.6199 gals.).
 MP0486
 MP0486.The modeled gravity was interpolated from observed gravity values.
 MP0486
 MP0486;                    North         East    Units  Estimated Accuracy
 MP0486;SPC WYEC     -   252,190.      464,660.      MT  (+/- 180 meters Scaled)
 MP0486
 MP0486                          SUPERSEDED SURVEY CONTROL
 MP0486
 MP0486  NGVD 29 (06/08/92) 2067.274  (m)         6782.38   (f) ADJUSTED    1 2
 MP0486
 MP0486.Superseded values are not recommended for survey control.
 MP0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0486.See file dsdata.txt to determine how the superseded data were derived.
 MP0486
 MP0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG709362(NAD 83)
 MP0486_MARKER: I = METAL ROD
 MP0486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0486_SP_SET: STAINLESS STEEL ROD
 MP0486_STAMPING: C 339 X 1983
 MP0486_MARK LOGO: NGS   
 MP0486_PROJECTION: FLUSH
 MP0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0486_ROD/PIPE-DEPTH: 3.0  meters
 MP0486
 MP0486  HISTORY     - Date     Condition        Report By
 MP0486  HISTORY     - 1983     MONUMENTED       NGS
 MP0486
 MP0486                          STATION DESCRIPTION
 MP0486
 MP0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0486'0.8 KM (0.5 MI) EAST FROM HANNA.
 MP0486'0.8 KM (0.5 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0486'STATION IN HANNA, 0.9 KM (0.55 MI) WEST OF MILEPOST 642, 20.0 METERS
 MP0486'(65.6 FT) SOUTH OF THE NEAR RAIL OF THE MAIN LINE TRACKS, AND
 MP0486'1.3 METERS (4.3 FT) EAST-NORTHEAST OF A UTILITY POLE.  NOTE=THE DATUM
 MP0486'POINT IS STAMPED C 339 1983.  REFUSAL WAS REACHED AT 10.0 FT.  ACCESS
 MP0486'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0486'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MP0486'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0245 ***********************************************************************
 OU0245  DESIGNATION -  C 34
 OU0245  PID         -  OU0245
 OU0245  STATE/COUNTY-  WY/CAMPBELL
 OU0245  USGS QUAD   -  PINE TREE (1977)
 OU0245
 OU0245                         *CURRENT SURVEY CONTROL
 OU0245  ___________________________________________________________________
 OU0245* NAD 83(1986)-  43 35 27.     (N)    105 52 05.     (W)     SCALED    
 OU0245* NAVD 88     -      1675.515  (meters)    5497.09   (feet)  ADJUSTED  
 OU0245  ___________________________________________________________________
 OU0245  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 OU0245  DYNAMIC HT  -        1674.553 (meters)    5493.93  (feet)  COMP
 OU0245  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 OU0245
 OU0245  VERT ORDER  -  FIRST     CLASS II
 OU0245
 OU0245.The horizontal coordinates were scaled from a topographic map and have
 OU0245.an estimated accuracy of +/- 6 seconds.
 OU0245
 OU0245.The orthometric height was determined by differential leveling
 OU0245.and adjusted by the National Geodetic Survey in June 1991..
 OU0245
 OU0245.The geoid height was determined by GEOID03.
 OU0245
 OU0245.The dynamic height is computed by dividing the NAVD 88
 OU0245.geopotential number by the normal gravity value computed on the
 OU0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0245.degrees latitude (g = 980.6199 gals.).
 OU0245
 OU0245.The modeled gravity was interpolated from observed gravity values.
 OU0245
 OU0245;                    North         East    Units  Estimated Accuracy
 OU0245;SPC WY E     -   343,530.      143,360.      MT  (+/- 180 meters Scaled)
 OU0245
 OU0245                          SUPERSEDED SURVEY CONTROL
 OU0245
 OU0245  NGVD 29 (??/??/92) 1674.681  (m)         5494.35   (f) ADJ UNCH    1 2
 OU0245
 OU0245.Superseded values are not recommended for survey control.
 OU0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0245.See file dsdata.txt to determine how the superseded data were derived.
 OU0245
 OU0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ299267(NAD 83)
 OU0245_MARKER: DB = BENCH MARK DISK
 OU0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0245_STAMPING: C 34 1933
 OU0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0245+STABILITY: SURFACE MOTION
 OU0245
 OU0245  HISTORY     - Date     Condition        Report By
 OU0245  HISTORY     - 1933     MONUMENTED       CGS
 OU0245  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0245
 OU0245                          STATION DESCRIPTION
 OU0245
 OU0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0245'5.1 MI W FROM PINE TREE.
 OU0245'5.1 MILES WEST ALONG THE MIDWEST ROAD (OLD STATE HIGHWAY 316)
 OU0245'FROM THE POST OFFICE AND STORE AT PINE TREE, CAMPBELL COUNTY,
 OU0245'32 FEET WEST OF THE CENTER LINE OF THE ROAD, 17 FEET NORTH OF
 OU0245'THE CORNER OF A WIRE FENCE, AND 3 FEET EAST OF THE FENCE.  A
 OU0245'STANDARD DISK, STAMPED C 34 1933 AND SET IN THE TOP OF A CONCRETE
 OU0245'POST PROJECTING 6 INCHES ABOVE GROUND.
 OU0245
 OU0245                          STATION RECOVERY (1985)
 OU0245
 OU0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0245'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0592 ***********************************************************************
 MR0592  DESIGNATION -  C 340
 MR0592  PID         -  MR0592
 MR0592  STATE/COUNTY-  WY/UINTA
 MR0592  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0592
 MR0592                         *CURRENT SURVEY CONTROL
 MR0592  ___________________________________________________________________
 MR0592* NAD 83(1986)-  41 12 31.     (N)    110 46 18.     (W)     SCALED    
 MR0592* NAVD 88     -      2333.164  (meters)    7654.72   (feet)  ADJUSTED  
 MR0592  ___________________________________________________________________
 MR0592  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 MR0592  DYNAMIC HT  -        2330.972 (meters)    7647.53  (feet)  COMP
 MR0592  MODELED GRAV-     979,599.9   (mgal)                       NAVD 88
 MR0592
 MR0592  VERT ORDER  -  FIRST     CLASS II
 MR0592
 MR0592.The horizontal coordinates were scaled from a topographic map and have
 MR0592.an estimated accuracy of +/- 6 seconds.
 MR0592
 MR0592.The orthometric height was determined by differential leveling
 MR0592.and adjusted by the National Geodetic Survey in June 1991..
 MR0592
 MR0592.The geoid height was determined by GEOID03.
 MR0592
 MR0592.The dynamic height is computed by dividing the NAVD 88
 MR0592.geopotential number by the normal gravity value computed on the
 MR0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0592.degrees latitude (g = 980.6199 gals.).
 MR0592
 MR0592.The modeled gravity was interpolated from observed gravity values.
 MR0592
 MR0592;                    North         East    Units  Estimated Accuracy
 MR0592;SPC WY W     -   178,920.      742,270.      MT  (+/- 180 meters Scaled)
 MR0592
 MR0592                          SUPERSEDED SURVEY CONTROL
 MR0592
 MR0592  NGVD 29 (06/08/92) 2331.839  (m)         7650.38   (f) ADJUSTED    1 2
 MR0592
 MR0592.Superseded values are not recommended for survey control.
 MR0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0592.See file dsdata.txt to determine how the superseded data were derived.
 MR0592
 MR0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL191619(NAD 83)
 MR0592_MARKER: I = METAL ROD
 MR0592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0592_SP_SET: STAINLESS STEEL ROD
 MR0592_STAMPING: C 340 1983
 MR0592_MARK LOGO: NGS   
 MR0592_PROJECTION: FLUSH
 MR0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0592_ROD/PIPE-DEPTH: 3.4  meters
 MR0592
 MR0592  HISTORY     - Date     Condition        Report By
 MR0592  HISTORY     - 1983     MONUMENTED       NGS
 MR0592
 MR0592                          STATION DESCRIPTION
 MR0592
 MR0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0592'2.4 KM (1.5 MI) NE FROM ALTAMONT.
 MR0592'2.4 KM (1.5 MI) NORTHEASTERLY ALONG A GRAVELED ROAD FROM THE UNION
 MR0592'PACIFIC RAILROAD STATION IN ALTAMONT, AT THE EAST EDGE OF A Y-FORK,
 MR0592'AND 14.0 METERS (45.9 FT) EAST OF THE CENTER OF THE ROAD.  NOTE=ACCESS
 MR0592'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MR0592'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MR0592'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0367 ***********************************************************************
 MQ0367  DESIGNATION -  C 341
 MQ0367  PID         -  MQ0367
 MQ0367  STATE/COUNTY-  WY/SWEETWATER
 MQ0367  USGS QUAD   -  NORTH BAXTER (1978)
 MQ0367
 MQ0367                         *CURRENT SURVEY CONTROL
 MQ0367  ___________________________________________________________________
 MQ0367* NAD 83(1986)-  41 38 12.     (N)    109 01 33.     (W)     SCALED    
 MQ0367* NAVD 88     -      1934.235  (meters)    6345.90   (feet)  ADJUSTED  
 MQ0367  ___________________________________________________________________
 MQ0367  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 MQ0367  DYNAMIC HT  -        1932.637 (meters)    6340.66  (feet)  COMP
 MQ0367  MODELED GRAV-     979,727.8   (mgal)                       NAVD 88
 MQ0367
 MQ0367  VERT ORDER  -  FIRST     CLASS II
 MQ0367
 MQ0367.The horizontal coordinates were scaled from a topographic map and have
 MQ0367.an estimated accuracy of +/- 6 seconds.
 MQ0367
 MQ0367.The orthometric height was determined by differential leveling
 MQ0367.and adjusted by the National Geodetic Survey in June 1991..
 MQ0367
 MQ0367.The geoid height was determined by GEOID03.
 MQ0367
 MQ0367.The dynamic height is computed by dividing the NAVD 88
 MQ0367.geopotential number by the normal gravity value computed on the
 MQ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0367.degrees latitude (g = 980.6199 gals.).
 MQ0367
 MQ0367.The modeled gravity was interpolated from observed gravity values.
 MQ0367
 MQ0367;                    North         East    Units  Estimated Accuracy
 MQ0367;SPC WYWC     -   126,260.      577,020.      MT  (+/- 180 meters Scaled)
 MQ0367
 MQ0367                          SUPERSEDED SURVEY CONTROL
 MQ0367
 MQ0367  NGVD 29 (06/08/92) 1932.971  (m)         6341.76   (f) ADJUSTED    1 2
 MQ0367
 MQ0367.Superseded values are not recommended for survey control.
 MQ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0367.See file dsdata.txt to determine how the superseded data were derived.
 MQ0367
 MQ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM644113(NAD 83)
 MQ0367_MARKER: I = METAL ROD
 MQ0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0367_SP_SET: STAINLESS STEEL ROD
 MQ0367_STAMPING: C 341 1983
 MQ0367_MARK LOGO: NGS   
 MQ0367_PROJECTION: FLUSH
 MQ0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0367_ROD/PIPE-DEPTH: 17.1 meters
 MQ0367
 MQ0367  HISTORY     - Date     Condition        Report By
 MQ0367  HISTORY     - 1983     MONUMENTED       NGS
 MQ0367
 MQ0367                          STATION DESCRIPTION
 MQ0367
 MQ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0367'17.6 KM (10.95 MI) EAST FROM ROCK SPRINGS.
 MQ0367'17.6 KM (10.95 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0367'STATION IN ROCK SPRINGS, 18.8 METERS (61.7 FT) NORTHWEST OF THE NEAR
 MQ0367'RAIL, AND 1.2 METERS (3.9 FT) SOUTHWEST OF UTILITY POLE AND MILEPOST
 MQ0367'791.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0367'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MQ0367'THE MARK IS 2.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0447 ***********************************************************************
 MP0447  DESIGNATION -  C 342
 MP0447  PID         -  MP0447
 MP0447  STATE/COUNTY-  WY/CARBON
 MP0447  USGS QUAD   -  RAWLINS PEAK SW (1983)
 MP0447
 MP0447                         *CURRENT SURVEY CONTROL
 MP0447  ___________________________________________________________________
 MP0447* NAD 83(1986)-  41 46 24.     (N)    107 24 30.     (W)     SCALED    
 MP0447* NAVD 88     -      2090.108  (meters)    6857.30   (feet)  ADJUSTED  
 MP0447  ___________________________________________________________________
 MP0447  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 MP0447  DYNAMIC HT  -        2088.273 (meters)    6851.28  (feet)  COMP
 MP0447  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 MP0447
 MP0447  VERT ORDER  -  FIRST     CLASS II
 MP0447
 MP0447.The horizontal coordinates were scaled from a topographic map and have
 MP0447.an estimated accuracy of +/- 6 seconds.
 MP0447
 MP0447.The orthometric height was determined by differential leveling
 MP0447.and adjusted by the National Geodetic Survey in June 1991..
 MP0447
 MP0447.The geoid height was determined by GEOID03.
 MP0447
 MP0447.The dynamic height is computed by dividing the NAVD 88
 MP0447.geopotential number by the normal gravity value computed on the
 MP0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0447.degrees latitude (g = 980.6199 gals.).
 MP0447
 MP0447.The modeled gravity was interpolated from observed gravity values.
 MP0447
 MP0447;                    North         East    Units  Estimated Accuracy
 MP0447;SPC WYEC     -   241,410.      393,770.      MT  (+/- 180 meters Scaled)
 MP0447
 MP0447                          SUPERSEDED SURVEY CONTROL
 MP0447
 MP0447  NGVD 29 (06/08/92) 2088.877  (m)         6853.26   (f) ADJUSTED    1 2
 MP0447
 MP0447.Superseded values are not recommended for survey control.
 MP0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0447.See file dsdata.txt to determine how the superseded data were derived.
 MP0447
 MP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG998274(NAD 83)
 MP0447_MARKER: DB = BENCH MARK DISK
 MP0447_SETTING: 66 = SET IN ROCK OUTCROP
 MP0447_SP_SET: ROCK OUTCROP
 MP0447_STAMPING: C 342 1983
 MP0447_MARK LOGO: NGS   
 MP0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0447+STABILITY: POSITION/ELEVATION WELL
 MP0447
 MP0447  HISTORY     - Date     Condition        Report By
 MP0447  HISTORY     - 1983     MONUMENTED       NGS
 MP0447
 MP0447                          STATION DESCRIPTION
 MP0447
 MP0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0447'15.2 KM (9.45 MI) WEST FROM RAWLINS.
 MP0447'15.2 KM (9.45 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0447'STATION IN RAWLINS, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST 692, IN TOP
 MP0447'OF THE CENTER OF THE SOUTHWESTERN 1/4 OF A ROCK HILL, 80.0 METERS
 MP0447'(262.5 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A 6 FT SQUARE METAL
 MP0447'BUILDING, 26.3 METERS (86.3 FT) SOUTHEAST OF THE NEAR RAIL, 18.0
 MP0447'METERS (59.1 FT) NORTHWEST OF A FENCE, AND 19.6 METERS (64.3 FT) WEST
 MP0447'OF A UTILITY POLE.
 MP0447'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MP0447'THE MARK IS 3.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0500 ***********************************************************************
 MP0500  DESIGNATION -  C 343
 MP0500  PID         -  MP0500
 MP0500  STATE/COUNTY-  WY/CARBON
 MP0500  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0500
 MP0500                         *CURRENT SURVEY CONTROL
 MP0500  ___________________________________________________________________
 MP0500* NAD 83(1986)-  41 51 40.     (N)    106 06 31.     (W)     SCALED    
 MP0500* NAVD 88     -      2040.492  (meters)    6694.51   (feet)  ADJUSTED  
 MP0500  ___________________________________________________________________
 MP0500  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 MP0500  DYNAMIC HT  -        2038.781 (meters)    6688.90  (feet)  COMP
 MP0500  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 MP0500
 MP0500  VERT ORDER  -  FIRST     CLASS II
 MP0500
 MP0500.The horizontal coordinates were scaled from a topographic map and have
 MP0500.an estimated accuracy of +/- 6 seconds.
 MP0500
 MP0500.The orthometric height was determined by differential leveling
 MP0500.and adjusted by the National Geodetic Survey in June 1991..
 MP0500
 MP0500.The geoid height was determined by GEOID03.
 MP0500
 MP0500.The dynamic height is computed by dividing the NAVD 88
 MP0500.geopotential number by the normal gravity value computed on the
 MP0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0500.degrees latitude (g = 980.6199 gals.).
 MP0500
 MP0500.The modeled gravity was interpolated from observed gravity values.
 MP0500
 MP0500;                    North         East    Units  Estimated Accuracy
 MP0500;SPC WYEC     -   251,880.      501,680.      MT  (+/- 180 meters Scaled)
 MP0500
 MP0500                          SUPERSEDED SURVEY CONTROL
 MP0500
 MP0500  NGVD 29 (06/08/92) 2039.359  (m)         6690.80   (f) ADJUSTED    1 2
 MP0500
 MP0500.Superseded values are not recommended for survey control.
 MP0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0500.See file dsdata.txt to determine how the superseded data were derived.
 MP0500
 MP0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG079349(NAD 83)
 MP0500_MARKER: DB = BENCH MARK DISK
 MP0500_SETTING: 66 = SET IN ROCK OUTCROP
 MP0500_SP_SET: ROCK OUTCROP
 MP0500_STAMPING: C 343 1983
 MP0500_MARK LOGO: NGS   
 MP0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0500+STABILITY: POSITION/ELEVATION WELL
 MP0500
 MP0500  HISTORY     - Date     Condition        Report By
 MP0500  HISTORY     - 1983     MONUMENTED       NGS
 MP0500
 MP0500                          STATION DESCRIPTION
 MP0500
 MP0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0500'8.7 KM (5.4 MI) EAST FROM MEDICINE BOW.
 MP0500'8.7 KM (5.4 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0500'STATION IN MEDICINE BOW, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 617, AT
 MP0500'THE CENTER OF A 2 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK ON TOP
 MP0500'OF A RAILROAD CUT, 53.9 METERS (176.8 FT) SOUTHWEST OF THE NEAR RAIL,
 MP0500'3.7 METERS (12.1 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT, AND
 MP0500'1.9 METERS (6.2 FT) SOUTHWEST OF A FENCE.
 MP0500'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MP0500'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0946 ***********************************************************************
 MO0946  DESIGNATION -  C 344
 MO0946  PID         -  MO0946
 MO0946  STATE/COUNTY-  WY/LARAMIE
 MO0946  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0946
 MO0946                         *CURRENT SURVEY CONTROL
 MO0946  ___________________________________________________________________
 MO0946* NAD 83(1986)-  41 07 05.     (N)    104 51 04.     (W)     SCALED    
 MO0946* NAVD 88     -      1869.691  (meters)    6134.14   (feet)  ADJUSTED  
 MO0946  ___________________________________________________________________
 MO0946  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 MO0946  DYNAMIC HT  -        1868.057 (meters)    6128.78  (feet)  COMP
 MO0946  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 MO0946
 MO0946  VERT ORDER  -  FIRST     CLASS II
 MO0946
 MO0946.The horizontal coordinates were scaled from a topographic map and have
 MO0946.an estimated accuracy of +/- 6 seconds.
 MO0946
 MO0946.The orthometric height was determined by differential leveling
 MO0946.and adjusted by the National Geodetic Survey in June 1991..
 MO0946
 MO0946.The geoid height was determined by GEOID03.
 MO0946
 MO0946.The dynamic height is computed by dividing the NAVD 88
 MO0946.geopotential number by the normal gravity value computed on the
 MO0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0946.degrees latitude (g = 980.6199 gals.).
 MO0946
 MO0946.The modeled gravity was interpolated from observed gravity values.
 MO0946
 MO0946;                    North         East    Units  Estimated Accuracy
 MO0946;SPC WY E     -    68,680.      226,500.      MT  (+/- 180 meters Scaled)
 MO0946
 MO0946                          SUPERSEDED SURVEY CONTROL
 MO0946
 MO0946  NGVD 29 (06/08/92) 1868.668  (m)         6130.79   (f) ADJUSTED    1 2
 MO0946
 MO0946.Superseded values are not recommended for survey control.
 MO0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0946.See file dsdata.txt to determine how the superseded data were derived.
 MO0946
 MO0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF124518(NAD 83)
 MO0946_MARKER: DB = BENCH MARK DISK
 MO0946_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0946_SP_SET: PIER
 MO0946_STAMPING: C 344 1983
 MO0946_MARK LOGO: NGS   
 MO0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0946
 MO0946  HISTORY     - Date     Condition        Report By
 MO0946  HISTORY     - 1983     MONUMENTED       NGS
 MO0946
 MO0946                          STATION DESCRIPTION
 MO0946
 MO0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0946'5.1 KM (3.15 MI) WEST FROM CHEYENNE.
 MO0946'1.6 KM (1.0 MI) NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 MO0946'INTERSTATE HIGHWAY 80 IN CHEYENNE, THENCE 3.5 KM (2.15 MI) WESTERLY
 MO0946'ALONG THE UNION PACIFIC RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF
 MO0946'THE MOST WESTERLY 1 OF 2 COLUMNS OF THE CENTER 1 OF 3 PIERS OF THE
 MO0946'SOUTH BOUND OVERPASS OVER INTERSTATE HIGHWAY 25, AND 8.4 METERS
 MO0946'(27.6 FT) NORTH OF THE NEAR RAIL.
 MO0946'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0937 ***********************************************************************
 MO0937  DESIGNATION -  C 345
 MO0937  PID         -  MO0937
 MO0937  STATE/COUNTY-  WY/LARAMIE
 MO0937  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0937
 MO0937                         *CURRENT SURVEY CONTROL
 MO0937  ___________________________________________________________________
 MO0937* NAD 83(1993)-  41 01 46.72796(N)    104 46 55.06104(W)     ADJUSTED  
 MO0937* NAVD 88     -      1911.673  (meters)    6271.88   (feet)  ADJUSTED  
 MO0937  ___________________________________________________________________
 MO0937  X           -  -1,229,745.628 (meters)                     COMP
 MO0937  Y           -  -4,660,340.791 (meters)                     COMP
 MO0937  Z           -   4,166,151.507 (meters)                     COMP
 MO0937  LAPLACE CORR-          -9.62  (seconds)                    DEFLEC99
 MO0937  ELLIP HEIGHT-        1895.15  (meters)          (06/01/05) GPS OBS
 MO0937  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 MO0937  DYNAMIC HT  -        1909.991 (meters)    6266.36  (feet)  COMP
 MO0937  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 MO0937
 MO0937  HORZ ORDER  -  FIRST
 MO0937  VERT ORDER  -  FIRST     CLASS II
 MO0937  ELLP ORDER  -  THIRD     CLASS II
 MO0937
 MO0937.The horizontal coordinates were established by GPS observations
 MO0937.and adjusted by the WASHINGTON GROUP INT INC in June 2005..
 MO0937.No horizontal observational check was made to the station.
 MO0937
 MO0937.The orthometric height was determined by differential leveling
 MO0937.and adjusted by the National Geodetic Survey in June 1991..
 MO0937
 MO0937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO0937
 MO0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0937
 MO0937.The ellipsoidal height was determined by GPS observations
 MO0937.and is referenced to NAD 83.
 MO0937
 MO0937.The geoid height was determined by GEOID03.
 MO0937
 MO0937.The dynamic height is computed by dividing the NAVD 88
 MO0937.geopotential number by the normal gravity value computed on the
 MO0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0937.degrees latitude (g = 980.6199 gals.).
 MO0937
 MO0937.The modeled gravity was interpolated from observed gravity values.
 MO0937
 MO0937;                    North         East     Units Scale Factor Converg.
 MO0937;SPC WY E     -    58,884.545   232,350.754   MT  0.99995038   +0 15 09.2
 MO0937;UTM  13      - 4,542,071.025   518,329.167   MT  0.99960413   +0 08 35.3
 MO0937
 MO0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0937!SPC WY E     -   0.99970282  x   0.99995038  =   0.99965321
 MO0937!UTM  13      -   0.99970282  x   0.99960413  =   0.99930706
 MO0937
 MO0937                          SUPERSEDED SURVEY CONTROL
 MO0937
 MO0937  NAVD 88 (06/01/05) 1911.67   (m)         6271.9    (f) LEVELING    3  
 MO0937  NGVD 29 (06/08/92) 1910.665  (m)         6268.57   (f) ADJUSTED    1 2
 MO0937
 MO0937.Superseded values are not recommended for survey control.
 MO0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0937.See file dsdata.txt to determine how the superseded data were derived.
 MO0937
 MO0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1832942071(NAD 83)
 MO0937_MARKER: I = METAL ROD
 MO0937_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0937_SP_SET: STAINLESS STEEL ROD
 MO0937_STAMPING: C 345 1983
 MO0937_MARK LOGO: NGS   
 MO0937_PROJECTION: FLUSH
 MO0937_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0937+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2004
 MO0937_ROD/PIPE-DEPTH: 9.80 meters
 MO0937
 MO0937  HISTORY     - Date     Condition        Report By
 MO0937  HISTORY     - 1983     MONUMENTED       NGS
 MO0937  HISTORY     - 20041230 GOOD             WASHGP
 MO0937
 MO0937                          STATION DESCRIPTION
 MO0937
 MO0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0937'10.2 KM (6.35 MI) SOUTH FROM CHEYENNE.
 MO0937'10.2 KM (6.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 MO0937'WITH INTERSTATE HIGHWAY 80 IN CHEYENNE, 0.8 KM (0.5 MI) NORTH FROM A
 MO0937'POINT EAST OF TWO 200 FT HIGH RELAY TOWERS, 0.2 KM (0.1 MI) NORTH OF
 MO0937'MILEPOST 2, 28.6 METERS (93.8 FT) EAST OF THE CENTERLINE OF THE
 MO0937'HIGHWAY, 9.1 METERS (29.9 FT) NORTH OF A T-FENCE, AND 6.4 METERS
 MO0937'(21.0 FT) NORTH OF THE CENTER OF THE NORTH ONE OF TWO FIELD ENTRANCES.
 MO0937'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MO0937'THE MARK IS 0.3 METERS  W FROM  A FENCE AND WITNESS POST
 MO0937'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MO0937
 MO0937                          STATION RECOVERY (2004)
 MO0937
 MO0937'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL INC 2004 (PAR)
 MO0937'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL, INC. 2004 (PAR)
 MO0937'TRANSPORTATION ACCESS BY CAR MARK IS IN THE SOUTH 1/2 OF SECTION 4,
 MO0937'TOWNSHIP 12 NORTH, RANGE 66 WEST, 6TH P.M. 10.2 KM (6.3 MI) SOUTH FROM
 MO0937'CHEYENNE, WYOMING. MARK IS 12.7 KM  (7.9 MI) SOUTH-SOUTHEASTERLY OF
 MO0937'THE WYOMING STATE CAPITOL BUILDING DOME,  AND 10.1 KM (6.3 MI)
 MO0937'SOUTHEASTERLY OF SPEER, WYOMING. MARK IS 3.4 KM (2.1 MI) NORTHERLY OF
 MO0937'THE WYOMING-COLORADO STATE LINE, ALONG U.S. HIGHWAY 85.   OWNERSHIP --
 MO0937'WYOMING DEPARTMENT OF TRANSPORTATION
 MO0937' 
 MO0937'TO REACH FROM THE JUNCTION OF INTERSTATE 80 WITH U.S. HIGHWAY 85 IN
 MO0937'CHEYENNE, GO SOUTHERLY ALONG U.S. HIGHWAY 85, 10.2 KM (6.3 MI) TO THE
 MO0937'MARK ON THE LEFT. MARK IS 0.2 KM (0.1 MI) NORTHERLY OF MILE POST 2.
 MO0937' 
 MO0937'MARK IS A STAINLESS STEEL ROD (WITHOUT GREASE SLEEVE) IN A 5 INCH LOGO
 MO0937'CAP,  STAMPED--C345 1983--. THE LOGO CAP IS FLUSH, WITH THE ROD TOP
 MO0937'RECESSED 12 CM  (0.4 FT). THE MARK IS 28.8 METERS (94.5 FT) EASTERLY
 MO0937'OF THE CENTERLINE OF U.S.  HIGHWAY 85, 9.3 METERS (30.5 FT) NORTHERLY
 MO0937'OF THE JUNCTION OF THE EASTERLY  HIGHWAY R/W FENCE WITH AN EAST
 MO0937'RUNNING SECTION LINE FENCE, 6.4 METERS (21.0 FT)  NORTHERLY OF THE
 MO0937'CENTERLINE OF THE NORTH ONE OF TWO FIELD ENTRANCES, 0.3 METER  (1.0
 MO0937'FT) WEST OF A CARSONITE WITNESS POST AND SAID R/W FENCE, 1.0 METER
 MO0937'(3.3 FT) BELOW THE HIGHWAY.  THE HH2 GPS = N41-01-46.8, W104-46-55.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0410 ***********************************************************************
 MQ0410  DESIGNATION -  C 346
 MQ0410  PID         -  MQ0410
 MQ0410  STATE/COUNTY-  WY/SWEETWATER
 MQ0410  USGS QUAD   -  HALFWAY HOLLOW WEST (1987)
 MQ0410
 MQ0410                         *CURRENT SURVEY CONTROL
 MQ0410  ___________________________________________________________________
 MQ0410* NAD 83(1986)-  41 21 51.     (N)    109 38 09.     (W)     SCALED    
 MQ0410* NAVD 88     -      1889.662  (meters)    6199.67   (feet)  ADJUSTED  
 MQ0410  ___________________________________________________________________
 MQ0410  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 MQ0410  DYNAMIC HT  -        1888.007 (meters)    6194.24  (feet)  COMP
 MQ0410  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 MQ0410
 MQ0410  VERT ORDER  -  FIRST     CLASS II
 MQ0410
 MQ0410.The horizontal coordinates were scaled from a topographic map and have
 MQ0410.an estimated accuracy of +/- 6 seconds.
 MQ0410
 MQ0410.The orthometric height was determined by differential leveling
 MQ0410.and adjusted by the National Geodetic Survey in June 1991..
 MQ0410
 MQ0410.The geoid height was determined by GEOID03.
 MQ0410
 MQ0410.The dynamic height is computed by dividing the NAVD 88
 MQ0410.geopotential number by the normal gravity value computed on the
 MQ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0410.degrees latitude (g = 980.6199 gals.).
 MQ0410
 MQ0410.The modeled gravity was interpolated from observed gravity values.
 MQ0410
 MQ0410;                    North         East    Units  Estimated Accuracy
 MQ0410;SPC WYWC     -    96,340.      525,890.      MT  (+/- 180 meters Scaled)
 MQ0410
 MQ0410                          SUPERSEDED SURVEY CONTROL
 MQ0410
 MQ0410.No superseded survey control is available for this station.
 MQ0410
 MQ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL140800(NAD 83)
 MQ0410_MARKER: I = METAL ROD
 MQ0410_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0410+WITH SETTING: INFORMATION.
 MQ0410_SP_SET: SHALLOW-SET METAL ROD
 MQ0410_STAMPING: C 346 1984
 MQ0410_MARK LOGO: NGS   
 MQ0410_PROJECTION: FLUSH
 MQ0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0410_ROD/PIPE-DEPTH: 2.5  meters
 MQ0410
 MQ0410  HISTORY     - Date     Condition        Report By
 MQ0410  HISTORY     - 1984     MONUMENTED       NGS
 MQ0410
 MQ0410                          STATION DESCRIPTION
 MQ0410
 MQ0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0410'25.1 KM (15.6 MI) SW FROM GREEN RIVER.
 MQ0410'25.1 KM (15.6 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0410'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0410'IN GREEN RIVER, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST 16, 126.1 M
 MQ0410'(413.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.2 M (26.9 FT)
 MQ0410'SOUTHWEST OF THE CENTER OF A DIRT ROAD LEADING NORTHWEST, AND 1.1 M
 MQ0410'(3.6 FT) NORTHWEST OF UTILITY POLE NUMBER 181201.  NOTE=REFUSAL WAS
 MQ0410'REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MQ0410'CAP.
 MQ0410'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 MQ0410'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0400 ***********************************************************************
 MQ0400  DESIGNATION -  C 348
 MQ0400  PID         -  MQ0400
 MQ0400  STATE/COUNTY-  WY/SWEETWATER
 MQ0400  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0400
 MQ0400                         *CURRENT SURVEY CONTROL
 MQ0400  ___________________________________________________________________
 MQ0400* NAD 83(1986)-  41 26 52.     (N)    109 30 53.     (W)     SCALED    
 MQ0400* NAVD 88     -      2152.699  (meters)    7062.65   (feet)  ADJUSTED  
 MQ0400  ___________________________________________________________________
 MQ0400  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 MQ0400  DYNAMIC HT  -        2150.768 (meters)    7056.31  (feet)  COMP
 MQ0400  MODELED GRAV-     979,649.2   (mgal)                       NAVD 88
 MQ0400
 MQ0400  VERT ORDER  -  FIRST     CLASS II
 MQ0400
 MQ0400.The horizontal coordinates were scaled from a topographic map and have
 MQ0400.an estimated accuracy of +/- 6 seconds.
 MQ0400
 MQ0400.The orthometric height was determined by differential leveling
 MQ0400.and adjusted by the National Geodetic Survey in June 1991..
 MQ0400
 MQ0400.The geoid height was determined by GEOID03.
 MQ0400
 MQ0400.The dynamic height is computed by dividing the NAVD 88
 MQ0400.geopotential number by the normal gravity value computed on the
 MQ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0400.degrees latitude (g = 980.6199 gals.).
 MQ0400
 MQ0400.The modeled gravity was interpolated from observed gravity values.
 MQ0400
 MQ0400;                    North         East    Units  Estimated Accuracy
 MQ0400;SPC WYWC     -   105,530.      536,100.      MT  (+/- 180 meters Scaled)
 MQ0400
 MQ0400                          SUPERSEDED SURVEY CONTROL
 MQ0400
 MQ0400.No superseded survey control is available for this station.
 MQ0400
 MQ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL240895(NAD 83)
 MQ0400_MARKER: I = METAL ROD
 MQ0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0400_SP_SET: STAINLESS STEEL ROD
 MQ0400_STAMPING: C 348 1984
 MQ0400_MARK LOGO: NGS   
 MQ0400_PROJECTION: FLUSH
 MQ0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0400_ROD/PIPE-DEPTH: 3.7  meters
 MQ0400
 MQ0400  HISTORY     - Date     Condition        Report By
 MQ0400  HISTORY     - 1984     MONUMENTED       NGS
 MQ0400
 MQ0400                          STATION DESCRIPTION
 MQ0400
 MQ0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0400'11.0 KM (6.85 MI) SW FROM GREEN RIVER.
 MQ0400'11.0 KM (6.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0400'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0400'IN GREEN RIVER, 3.4 KM (2.1 MI) NORTHEAST OF A GRAVELED ROAD LEADING
 MQ0400'SOUTH TO LOST DOG, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 8, 0.5 KM
 MQ0400'(0.3 MI) SOUTHWEST OF THE CENTER OF A TURNOUT, 61.6 M (202.1 FT)
 MQ0400'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 9.0 M (29.5 FT)
 MQ0400'SOUTHEAST OF THE NORTHEAST END OF A METAL SNOW FENCE.  NOTE=ACCESS TO
 MQ0400'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0400'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 MQ0400'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0251 ***********************************************************************
 PV0251  DESIGNATION -  C 35
 PV0251  PID         -  PV0251
 PV0251  STATE/COUNTY-  WY/CAMPBELL
 PV0251  USGS QUAD   -  APPEL BUTTE (1971)
 PV0251
 PV0251                         *CURRENT SURVEY CONTROL
 PV0251  ___________________________________________________________________
 PV0251* NAD 83(1986)-  44 14 08.     (N)    105 33 58.     (W)     SCALED    
 PV0251* NAVD 88     -      1462.111  (meters)    4796.94   (feet)  POSTED    
 PV0251  ___________________________________________________________________
 PV0251  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 PV0251  DYNAMIC HT  -        1461.490 (meters)    4794.91  (feet)  COMP
 PV0251  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 PV0251
 PV0251  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0251
 PV0251.The horizontal coordinates were scaled from a topographic map and have
 PV0251.an estimated accuracy of +/- 6 seconds.
 PV0251
 PV0251.The orthometric height was determined by differential leveling
 PV0251.and adjusted by the National Geodetic Survey in 1992..
 PV0251.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0251.rate of 0.0 thru 1.0 mm/km.
 PV0251
 PV0251.The geoid height was determined by GEOID03.
 PV0251
 PV0251.The dynamic height is computed by dividing the NAVD 88
 PV0251.geopotential number by the normal gravity value computed on the
 PV0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0251.degrees latitude (g = 980.6199 gals.).
 PV0251
 PV0251.The modeled gravity was interpolated from observed gravity values.
 PV0251
 PV0251;                    North         East    Units  Estimated Accuracy
 PV0251;SPC WY E     -   415,000.      168,090.      MT  (+/- 180 meters Scaled)
 PV0251
 PV0251                          SUPERSEDED SURVEY CONTROL
 PV0251
 PV0251  NGVD 29 (??/??/92) 1461.473  (m)         4794.85   (f) ADJ UNCH    1 2
 PV0251
 PV0251.Superseded values are not recommended for survey control.
 PV0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0251.See file dsdata.txt to determine how the superseded data were derived.
 PV0251
 PV0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ547981(NAD 83)
 PV0251_MARKER: DB = BENCH MARK DISK
 PV0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0251_STAMPING: C 35 1933
 PV0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0251+STABILITY: SURFACE MOTION
 PV0251
 PV0251  HISTORY     - Date     Condition        Report By
 PV0251  HISTORY     - 1933     MONUMENTED       CGS
 PV0251  HISTORY     - 1971     GOOD             USGS
 PV0251  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0251
 PV0251                          STATION DESCRIPTION
 PV0251
 PV0251'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0251'5.7 MI SW FROM GILLETTE.
 PV0251'APPROXIMATELY 3/8 MI. NW OF 4 J ROAD AT CENTER OF RIDGE LINE
 PV0251'AND INTERSECTION OF OLD HWY. 316 ROAD BED.  24 FT. SW OF
 PV0251'CENTERLINE CROSS TRAIL, 21 FT NW CENTERLINE OF OLD HWY ROAD
 PV0251'BED, A STD. DISK STAMPED C 35 1933 SET IN A CONCRETE POST
 PV0251'PROJECTING 4 IN. ABOVE THE GROUND.
 PV0251
 PV0251                          STATION RECOVERY (1985)
 PV0251
 PV0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0251'NOT SEARCHED FOR, MARK IS ON PRIVATE PROPERTY AND 0.6 KM OFF MAIN
 PV0251'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0374 ***********************************************************************
 PV0374  DESIGNATION -  C 353
 PV0374  PID         -  PV0374
 PV0374  STATE/COUNTY-  WY/CAMPBELL
 PV0374  USGS QUAD   -  TUTTLE DRAW (1972)
 PV0374
 PV0374                         *CURRENT SURVEY CONTROL
 PV0374  ___________________________________________________________________
 PV0374* NAD 83(1986)-  44 52 02.     (N)    105 22 25.     (W)     SCALED    
 PV0374* NAVD 88     -      1075.966  (meters)    3530.07   (feet)  ADJUSTED  
 PV0374  ___________________________________________________________________
 PV0374  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 PV0374  DYNAMIC HT  -        1075.636 (meters)    3528.98  (feet)  COMP
 PV0374  MODELED GRAV-     980,273.1   (mgal)                       NAVD 88
 PV0374
 PV0374  VERT ORDER  -  FIRST     CLASS II
 PV0374
 PV0374.The horizontal coordinates were scaled from a topographic map and have
 PV0374.an estimated accuracy of +/- 6 seconds.
 PV0374
 PV0374.The orthometric height was determined by differential leveling
 PV0374.and adjusted by the National Geodetic Survey in June 1991..
 PV0374
 PV0374.The geoid height was determined by GEOID03.
 PV0374
 PV0374.The dynamic height is computed by dividing the NAVD 88
 PV0374.geopotential number by the normal gravity value computed on the
 PV0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0374.degrees latitude (g = 980.6199 gals.).
 PV0374
 PV0374.The modeled gravity was interpolated from observed gravity values.
 PV0374
 PV0374;                    North         East    Units  Estimated Accuracy
 PV0374;SPC WY E     -   485,130.      183,650.      MT  (+/- 180 meters Scaled)
 PV0374
 PV0374                          SUPERSEDED SURVEY CONTROL
 PV0374
 PV0374.No superseded survey control is available for this station.
 PV0374
 PV0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK704682(NAD 83)
 PV0374_MARKER: I = METAL ROD
 PV0374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0374_SP_SET: STAINLESS STEEL ROD
 PV0374_STAMPING: C 353 1985
 PV0374_MARK LOGO: NGS   
 PV0374_PROJECTION: FLUSH
 PV0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0374_ROD/PIPE-DEPTH: 12.2 meters
 PV0374
 PV0374  HISTORY     - Date     Condition        Report By
 PV0374  HISTORY     - 1985     MONUMENTED       NGS
 PV0374
 PV0374                          STATION DESCRIPTION
 PV0374
 PV0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0374'27.6 KM (17.15 MI) SOUTH FROM BIDDLE MONTANA.
 PV0374'27.6 KM (17.15 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0374'SCHOOL AT BIDDLE MONTANA, ALSO 2.95 KM (1.85 MI) NORTH OF THE LITTLE
 PV0374'POWDER RIVER SCHOOL, IN THE NORTHWEST CORNER OF THE INTERSECTION OF A
 PV0374'DIRT ROAD, 0.25 KM (0.15 MI) SOUTH OF MILEPOST 161, 30.2 METERS
 PV0374'(99 FT) WEST OF THE HIGHWAY CENTERLINE, 18.7 METERS (61.5 FT) NORTH OF
 PV0374'THE CENTER OF THE ROAD, 11.1 METERS (36.5 FT) SOUTH OF A POWER POLE
 PV0374'AND 0.5 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.
 PV0374'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 PV0374'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0347 ***********************************************************************
 PV0347  DESIGNATION -  C 354
 PV0347  PID         -  PV0347
 PV0347  STATE/COUNTY-  WY/CAMPBELL
 PV0347  USGS QUAD   -  GILLETTE WEST (1971)
 PV0347
 PV0347                         *CURRENT SURVEY CONTROL
 PV0347  ___________________________________________________________________
 PV0347* NAD 83(1986)-  44 15 32.     (N)    105 32 06.     (W)     SCALED    
 PV0347* NAVD 88     -      1393.418  (meters)    4571.57   (feet)  ADJUSTED  
 PV0347  ___________________________________________________________________
 PV0347  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0347  DYNAMIC HT  -        1392.836 (meters)    4569.66  (feet)  COMP
 PV0347  MODELED GRAV-     980,151.6   (mgal)                       NAVD 88
 PV0347
 PV0347  VERT ORDER  -  FIRST     CLASS II
 PV0347
 PV0347.The horizontal coordinates were scaled from a topographic map and have
 PV0347.an estimated accuracy of +/- 6 seconds.
 PV0347
 PV0347.The orthometric height was determined by differential leveling
 PV0347.and adjusted by the National Geodetic Survey in June 1991..
 PV0347
 PV0347.The geoid height was determined by GEOID03.
 PV0347
 PV0347.The dynamic height is computed by dividing the NAVD 88
 PV0347.geopotential number by the normal gravity value computed on the
 PV0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0347.degrees latitude (g = 980.6199 gals.).
 PV0347
 PV0347.The modeled gravity was interpolated from observed gravity values.
 PV0347
 PV0347;                    North         East    Units  Estimated Accuracy
 PV0347;SPC WY E     -   417,580.      170,590.      MT  (+/- 180 meters Scaled)
 PV0347
 PV0347                          SUPERSEDED SURVEY CONTROL
 PV0347
 PV0347.No superseded survey control is available for this station.
 PV0347
 PV0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK572007(NAD 83)
 PV0347_MARKER: I = METAL ROD
 PV0347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0347_SP_SET: STAINLESS STEEL ROD
 PV0347_STAMPING: C 354 1985
 PV0347_MARK LOGO: NGS   
 PV0347_PROJECTION: FLUSH
 PV0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0347_ROD/PIPE-DEPTH: 8.5  meters
 PV0347
 PV0347  HISTORY     - Date     Condition        Report By
 PV0347  HISTORY     - 1985     MONUMENTED       NGS
 PV0347
 PV0347                          STATION DESCRIPTION
 PV0347
 PV0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0347'4.0 KM (2.5 MI) SW FROM GILLETTE.
 PV0347'4.00 KM (2.5 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS IN
 PV0347'GILLETTE, IN THE WEST CORNER OF THE T JUNCTION OF A GRAVEL DRIVE
 PV0347'LEADING NORTHWEST TO A HOUSE, NEAR THE CENTER OF A DOUBLE WOODEN POST
 PV0347'BRACE IN THE RIGHT OF WAY FENCE, 21.9 METERS (72 FT) NORTHWEST OF THE
 PV0347'CENTER OF THE ROAD, 51.5 METERS (169 FT) SOUTHWEST OF THE CENTER OF
 PV0347'THE DRIVE, 23.2 METERS (76 FT) NORTH-NORTHEAST OF THE NORTHWEST END OF
 PV0347'A 60-INCH PIPE CULVERT, 14.8 METERS (48.5 FT) NORTHEAST OF THE BRACED
 PV0347'WOODEN POST AT THE OFFSET IN THE RIGHT OF WAY FENCE,  AND 0.3 METER
 PV0347'(1 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE. NOTE--ACCESS TO DATUM
 PV0347'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0347'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PV0347'THE MARK IS 0.4 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0297 ***********************************************************************
 OU0297  DESIGNATION -  C 355
 OU0297  PID         -  OU0297
 OU0297  STATE/COUNTY-  WY/CAMPBELL
 OU0297  USGS QUAD   -  WAGS PINNACLE (1984)
 OU0297
 OU0297                         *CURRENT SURVEY CONTROL
 OU0297  ___________________________________________________________________
 OU0297* NAD 83(1986)-  43 55 32.     (N)    105 45 06.     (W)     SCALED    
 OU0297* NAVD 88     -      1517.889  (meters)    4979.94   (feet)  ADJUSTED  
 OU0297  ___________________________________________________________________
 OU0297  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0297  DYNAMIC HT  -        1517.120 (meters)    4977.42  (feet)  COMP
 OU0297  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 OU0297
 OU0297  VERT ORDER  -  FIRST     CLASS II
 OU0297
 OU0297.The horizontal coordinates were scaled from a topographic map and have
 OU0297.an estimated accuracy of +/- 6 seconds.
 OU0297
 OU0297.The orthometric height was determined by differential leveling
 OU0297.and adjusted by the National Geodetic Survey in June 1991..
 OU0297
 OU0297.The geoid height was determined by GEOID03.
 OU0297
 OU0297.The dynamic height is computed by dividing the NAVD 88
 OU0297.geopotential number by the normal gravity value computed on the
 OU0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0297.degrees latitude (g = 980.6199 gals.).
 OU0297
 OU0297.The modeled gravity was interpolated from observed gravity values.
 OU0297
 OU0297;                    North         East    Units  Estimated Accuracy
 OU0297;SPC WY E     -   380,650.      153,020.      MT  (+/- 180 meters Scaled)
 OU0297
 OU0297                          SUPERSEDED SURVEY CONTROL
 OU0297
 OU0297  NGVD 29 (06/08/92) 1517.101  (m)         4977.36   (f) ADJUSTED    1 2
 OU0297
 OU0297.Superseded values are not recommended for survey control.
 OU0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0297.See file dsdata.txt to determine how the superseded data were derived.
 OU0297
 OU0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ396638(NAD 83)
 OU0297_MARKER: I = METAL ROD
 OU0297_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0297+WITH SETTING: INFORMATION.
 OU0297_SP_SET: SHALLOW-SET METAL ROD
 OU0297_STAMPING: C 355 1985
 OU0297_MARK LOGO: NGS   
 OU0297_PROJECTION: FLUSH
 OU0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0297_ROD/PIPE-DEPTH: 2.7  meters
 OU0297
 OU0297  HISTORY     - Date     Condition        Report By
 OU0297  HISTORY     - 1985     MONUMENTED       NGS
 OU0297
 OU0297                          STATION DESCRIPTION
 OU0297
 OU0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0297'7.3 KM (4.55 MI) NORTH FROM SAVAGETON.
 OU0297'7.30 KM (4.55 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0297'SAVAGETON ROAD AT SAVAGETON, AT THE SOUTH END OF A WIRE GATE IN THE
 OU0297'RIGHT OF WAY FENCE, IN THE WEST CORNER OF THE T JUNCTION OF A GRAVEL
 OU0297'ROAD LEADING NORTHWEST, 0.27 KM (0.17 MI) NORTHWEST OF MILEPOST 31,
 OU0297'29.9 METERS (98 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 32.6 METERS
 OU0297'(107 FT) NORTHEAST OF THE CENTER OF A FIELD ACCESS ROAD, 11.4 METERS
 OU0297'(37.5 FT) SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD AND 0.5 METER
 OU0297'(1.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.  ROD SET TO 9 FOOT
 OU0297'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 OU0297'LOGO CAP.
 OU0297'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 OU0297'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0322 ***********************************************************************
 OU0322  DESIGNATION -  C 356
 OU0322  PID         -  OU0322
 OU0322  STATE/COUNTY-  WY/CAMPBELL
 OU0322  USGS QUAD   -  ARTESIAN DRAW (1954)
 OU0322
 OU0322                         *CURRENT SURVEY CONTROL
 OU0322  ___________________________________________________________________
 OU0322* NAD 83(1986)-  43 34 22.     (N)    105 52 36.     (W)     SCALED    
 OU0322* NAVD 88     -      1651.951  (meters)    5419.78   (feet)  ADJUSTED  
 OU0322  ___________________________________________________________________
 OU0322  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 OU0322  DYNAMIC HT  -        1650.996 (meters)    5416.64  (feet)  COMP
 OU0322  MODELED GRAV-     979,983.4   (mgal)                       NAVD 88
 OU0322
 OU0322  VERT ORDER  -  FIRST     CLASS II
 OU0322
 OU0322.The horizontal coordinates were scaled from a topographic map and have
 OU0322.an estimated accuracy of +/- 6 seconds.
 OU0322
 OU0322.The orthometric height was determined by differential leveling
 OU0322.and adjusted by the National Geodetic Survey in June 1991..
 OU0322
 OU0322.The geoid height was determined by GEOID03.
 OU0322
 OU0322.The dynamic height is computed by dividing the NAVD 88
 OU0322.geopotential number by the normal gravity value computed on the
 OU0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0322.degrees latitude (g = 980.6199 gals.).
 OU0322
 OU0322.The modeled gravity was interpolated from observed gravity values.
 OU0322
 OU0322;                    North         East    Units  Estimated Accuracy
 OU0322;SPC WY E     -   341,530.      142,650.      MT  (+/- 180 meters Scaled)
 OU0322
 OU0322                          SUPERSEDED SURVEY CONTROL
 OU0322
 OU0322  NGVD 29 (06/08/92) 1651.103  (m)         5416.99   (f) ADJUSTED    1 2
 OU0322
 OU0322.Superseded values are not recommended for survey control.
 OU0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0322.See file dsdata.txt to determine how the superseded data were derived.
 OU0322
 OU0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ292247(NAD 83)
 OU0322_MARKER: I = METAL ROD
 OU0322_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0322+WITH SETTING: INFORMATION.
 OU0322_SP_SET: SHALLOW-SET METAL ROD
 OU0322_STAMPING: C 356 1985
 OU0322_MARK LOGO: NGS   
 OU0322_PROJECTION: FLUSH
 OU0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0322_ROD/PIPE-DEPTH: 2.7  meters
 OU0322
 OU0322  HISTORY     - Date     Condition        Report By
 OU0322  HISTORY     - 1985     MONUMENTED       NGS
 OU0322
 OU0322                          STATION DESCRIPTION
 OU0322
 OU0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0322'9.2 KM (5.7 MI) SW FROM PINE TREE JUNCTION.
 OU0322'9.18 KM (5.71 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM PINE TREE
 OU0322'JUNCTION, IN THE SOUTH CORNER OF THE T JUNCTION OF A GRAVEL ROAD
 OU0322'LEADING SOUTHEAST, 0.67 KM (0.41 MI) NORTHEAST OF MILEPOST 126, 36.0
 OU0322'METERS (118 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 42.7 METERS (140
 OU0322'FT) SOUTHWEST OF THE CENTER OF THE ROAD, 41.8 METERS (137 FT) SOUTH OF
 OU0322'THE SOUTHWEST END OF A 18-INCH PIPE CULVERT UNDER THE GRAVEL ROAD,
 OU0322'39.9 METERS (131 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A STEEL CATTLE
 OU0322'GUARD IN THE GRAVEL ROAD AND 0.3 METER (1 FT) NORTHWEST OF THE RIGHT
 OU0322'OF WAY FENCE.  ROD SET TO 9 FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO
 OU0322'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0322'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 OU0322'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0399 ***********************************************************************
 PV0399  DESIGNATION -  C 357
 PV0399  PID         -  PV0399
 PV0399  STATE/COUNTY-  WY/CAMPBELL
 PV0399  USGS QUAD   -  GILLETTE EAST (1971)
 PV0399
 PV0399                         *CURRENT SURVEY CONTROL
 PV0399  ___________________________________________________________________
 PV0399* NAD 83(1986)-  44 21 26.     (N)    105 28 56.     (W)     SCALED    
 PV0399* NAVD 88     -      1355.199  (meters)    4446.18   (feet)  ADJUSTED  
 PV0399  ___________________________________________________________________
 PV0399  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0399  DYNAMIC HT  -        1354.659 (meters)    4444.41  (feet)  COMP
 PV0399  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 PV0399
 PV0399  VERT ORDER  -  FIRST     CLASS II
 PV0399
 PV0399.The horizontal coordinates were scaled from a topographic map and have
 PV0399.an estimated accuracy of +/- 6 seconds.
 PV0399
 PV0399.The orthometric height was determined by differential leveling
 PV0399.and adjusted by the National Geodetic Survey in June 1991..
 PV0399
 PV0399.The geoid height was determined by GEOID03.
 PV0399
 PV0399.The dynamic height is computed by dividing the NAVD 88
 PV0399.geopotential number by the normal gravity value computed on the
 PV0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0399.degrees latitude (g = 980.6199 gals.).
 PV0399
 PV0399.The modeled gravity was interpolated from observed gravity values.
 PV0399
 PV0399;                    North         East    Units  Estimated Accuracy
 PV0399;SPC WY E     -   428,490.      174,840.      MT  (+/- 180 meters Scaled)
 PV0399
 PV0399                          SUPERSEDED SURVEY CONTROL
 PV0399
 PV0399.No superseded survey control is available for this station.
 PV0399
 PV0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK615116(NAD 83)
 PV0399_MARKER: I = METAL ROD
 PV0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0399_SP_SET: STAINLESS STEEL ROD
 PV0399_STAMPING: C 357 1985
 PV0399_MARK LOGO: NGS   
 PV0399_PROJECTION: FLUSH
 PV0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0399_ROD/PIPE-DEPTH: 6.1  meters
 PV0399
 PV0399  HISTORY     - Date     Condition        Report By
 PV0399  HISTORY     - 1985     MONUMENTED       NGS
 PV0399
 PV0399                          STATION DESCRIPTION
 PV0399
 PV0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0399'12.3 KM (7.65 MI) NORTH FROM GILLETTE.
 PV0399'12.37 KM (7.66 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0399'GILLETTE AVENUE AT GILLETTE, IN THE SOUTHWEST CORNER OF THE T JUNCTION
 PV0399'OF A PAVED ROAD LEADING NORTH TO AN OIL STORAGE TANK, 0.26 KM (0.16
 PV0399'MI) NORTH OF THE T JUNCTION OF LITTLE POWDER ROAD, 0.80 KM (0.50 MI)
 PV0399'SOUTH OF MILEPOST 121, 29.6 METERS (97 FT) WEST OF THE HIGHWAY
 PV0399'CENTERLINE, 18.0 METERS (59 FT) WEST-SOUTHWEST OF THE SOUTH END OF A
 PV0399'18-INCH PIPE CULVERT UNDER THE PAVED ROAD, 16.8 METERS (55 FT) SOUTH
 PV0399'OF THE CENTER OF THE ROAD AND 0.3 METER (1 FT) EAST OF THE RIGHT OF
 PV0399'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PV0399'CAP.
 PV0399'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PV0399'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0403 ***********************************************************************
 PV0403  DESIGNATION -  C 358
 PV0403  PID         -  PV0403
 PV0403  STATE/COUNTY-  WY/CAMPBELL
 PV0403  USGS QUAD   -  GILLETTE EAST (1971)
 PV0403
 PV0403                         *CURRENT SURVEY CONTROL
 PV0403  ___________________________________________________________________
 PV0403* NAD 83(1986)-  44 17 35.     (N)    105 29 20.     (W)     SCALED    
 PV0403* NAVD 88     -      1382.148  (meters)    4534.60   (feet)  ADJUSTED  
 PV0403  ___________________________________________________________________
 PV0403  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0403  DYNAMIC HT  -        1381.582 (meters)    4532.74  (feet)  COMP
 PV0403  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 PV0403
 PV0403  VERT ORDER  -  FIRST     CLASS II
 PV0403
 PV0403.The horizontal coordinates were scaled from a topographic map and have
 PV0403.an estimated accuracy of +/- 6 seconds.
 PV0403
 PV0403.The orthometric height was determined by differential leveling
 PV0403.and adjusted by the National Geodetic Survey in June 1991..
 PV0403
 PV0403.The geoid height was determined by GEOID03.
 PV0403
 PV0403.The dynamic height is computed by dividing the NAVD 88
 PV0403.geopotential number by the normal gravity value computed on the
 PV0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0403.degrees latitude (g = 980.6199 gals.).
 PV0403
 PV0403.The modeled gravity was interpolated from observed gravity values.
 PV0403
 PV0403;                    North         East    Units  Estimated Accuracy
 PV0403;SPC WY E     -   421,360.      174,290.      MT  (+/- 180 meters Scaled)
 PV0403
 PV0403                          SUPERSEDED SURVEY CONTROL
 PV0403
 PV0403.No superseded survey control is available for this station.
 PV0403
 PV0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK609045(NAD 83)
 PV0403_MARKER: DB = BENCH MARK DISK
 PV0403_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0403_SP_SET: BRIDGE PIER
 PV0403_STAMPING: C 358 1985
 PV0403_MARK LOGO: NGS   
 PV0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0403+STABILITY: POSITION/ELEVATION WELL
 PV0403
 PV0403  HISTORY     - Date     Condition        Report By
 PV0403  HISTORY     - 1985     MONUMENTED       NGS
 PV0403
 PV0403                          STATION DESCRIPTION
 PV0403
 PV0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0403'1.2 KM (0.75 MI) EAST FROM GILLETTE.
 PV0403'1.22 KM (0.76 MI) EAST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0403'FROM THE JUNCTION OF GILLETTE AVENUE AT GILLETTE, SET VERTICALLY IN
 PV0403'THE CENTER OF THE NORTH FACE OF THE FIRST PIER NORTH OF THE BURLINGTON
 PV0403'NORTHERN RAILROAD FOR THE GURLEY AVENUE OVERPASS BRIDGE, 62.5 METERS
 PV0403'(205 FT) NORTH OF THE HIGHWAY CENTERLINE AND 15.7 METERS (51.5 FT)
 PV0403'NORTH OF THE NORTH RAIL.
 PV0403'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0175 ***********************************************************************
 PV0175  DESIGNATION -  C 36
 PV0175  PID         -  PV0175
 PV0175  STATE/COUNTY-  WY/CAMPBELL
 PV0175  USGS QUAD   -  TUTTLE DRAW (1972)
 PV0175
 PV0175                         *CURRENT SURVEY CONTROL
 PV0175  ___________________________________________________________________
 PV0175* NAD 83(1986)-  44 49 22.     (N)    105 22 17.     (W)     SCALED    
 PV0175* NAVD 88     -      1086.248  (meters)    3563.80   (feet)  ADJUSTED  
 PV0175  ___________________________________________________________________
 PV0175  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 PV0175  DYNAMIC HT  -        1085.908 (meters)    3562.68  (feet)  COMP
 PV0175  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 PV0175
 PV0175  VERT ORDER  -  FIRST     CLASS II
 PV0175
 PV0175.The horizontal coordinates were scaled from a topographic map and have
 PV0175.an estimated accuracy of +/- 6 seconds.
 PV0175
 PV0175.The orthometric height was determined by differential leveling
 PV0175.and adjusted by the National Geodetic Survey in June 1991..
 PV0175
 PV0175.The geoid height was determined by GEOID03.
 PV0175
 PV0175.The dynamic height is computed by dividing the NAVD 88
 PV0175.geopotential number by the normal gravity value computed on the
 PV0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0175.degrees latitude (g = 980.6199 gals.).
 PV0175
 PV0175.The modeled gravity was interpolated from observed gravity values.
 PV0175
 PV0175;                    North         East    Units  Estimated Accuracy
 PV0175;SPC WY E     -   480,190.      183,810.      MT  (+/- 180 meters Scaled)
 PV0175
 PV0175                          SUPERSEDED SURVEY CONTROL
 PV0175
 PV0175  NGVD 29 (??/??/92) 1085.606  (m)         3561.69   (f) ADJ UNCH    1 2
 PV0175
 PV0175.Superseded values are not recommended for survey control.
 PV0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0175.See file dsdata.txt to determine how the superseded data were derived.
 PV0175
 PV0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK706633(NAD 83)
 PV0175_MARKER: DB = BENCH MARK DISK
 PV0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0175_SP_SET: CONCRETE POST
 PV0175_STAMPING: C 36 1933
 PV0175_MARK LOGO: CGS   
 PV0175_PROJECTION: PROJECTING 12 CENTIMETERS
 PV0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0175+STABILITY: SURFACE MOTION
 PV0175
 PV0175  HISTORY     - Date     Condition        Report By
 PV0175  HISTORY     - 1933     MONUMENTED       CGS
 PV0175  HISTORY     - 1971     GOOD             USGS
 PV0175  HISTORY     - 1971     GOOD             NGS
 PV0175  HISTORY     - 1985     GOOD             NGS
 PV0175
 PV0175                          STATION DESCRIPTION
 PV0175
 PV0175'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0175'41.3 MI N FROM GILLETTE.
 PV0175'R.R. STATION AT GILLETTE, 41.3 MILES NORTH ALONG GILLETTE.
 PV0175'WESTON POST OFFICE, 13.5 MILES N. OF ALONG WYOMING STATE HIGHWAY
 PV0175'59, 02.1 MI. N. OF ELK CREEK BRIDGE, 180 FT. E. OF THE CENTER
 PV0175'LINE OF THE HWY., 78 FT. E. OF A T-FENCE CORNER, 17 FT. 4 IN. E.
 PV0175'OF 1922 USGLO 1/4 CORNER S. 22 S. 23, 03 FT. S. OF A FENCE LINE,
 PV0175'02 FT. E. OF A WITNESS POST.  A STANDARD DISK, STAMPED C 36
 PV0175'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PV0175'ABOVE GROUND.
 PV0175
 PV0175                          STATION RECOVERY (1971)
 PV0175
 PV0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PV0175'RECOVERED IN GOOD CONDITION.
 PV0175
 PV0175                          STATION RECOVERY (1985)
 PV0175
 PV0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0175'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  32.6 KM
 PV0175'(20.35 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY SCHOOL IN
 PV0175'BIDDLE MONTANA, ALSO 2.05 KM (1.3 MI) SOUTH OF THE LITTLE POWDER RIVER
 PV0175'SCHOOL, ON THE OUTSIDE OF THE NORTH END OF A LONG CURVE, 0.43 KM
 PV0175'(0.27 MI) SOUTH OF MILEPOST 158, 54.1 METERS (178 FT) SOUTHEAST OF THE
 PV0175'HIGHWAY CENTERLINE, 23.9 METERS (78.5 FT) EAST OF A FENCE T JUNCTION
 PV0175'AND 1.0 METER (3.5 FT) SOUTH OF AN EAST-WEST FENCE.
 PV0175'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 PV0175'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0297 ***********************************************************************
 OV0297  DESIGNATION -  C 360
 OV0297  PID         -  OV0297
 OV0297  STATE/COUNTY-  WY/NATRONA
 OV0297  USGS QUAD   -  SALT CREEK (1978)
 OV0297
 OV0297                         *CURRENT SURVEY CONTROL
 OV0297  ___________________________________________________________________
 OV0297* NAD 83(1986)-  43 20 56.     (N)    106 15 46.     (W)     SCALED    
 OV0297* NAVD 88     -      1555.025  (meters)    5101.78   (feet)  ADJUSTED  
 OV0297  ___________________________________________________________________
 OV0297  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 OV0297  DYNAMIC HT  -        1554.152 (meters)    5098.91  (feet)  COMP
 OV0297  MODELED GRAV-     980,003.2   (mgal)                       NAVD 88
 OV0297
 OV0297  VERT ORDER  -  FIRST     CLASS II
 OV0297
 OV0297.The horizontal coordinates were scaled from a topographic map and have
 OV0297.an estimated accuracy of +/- 6 seconds.
 OV0297
 OV0297.The orthometric height was determined by differential leveling
 OV0297.and adjusted by the National Geodetic Survey in June 1991..
 OV0297
 OV0297.The geoid height was determined by GEOID03.
 OV0297
 OV0297.The dynamic height is computed by dividing the NAVD 88
 OV0297.geopotential number by the normal gravity value computed on the
 OV0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0297.degrees latitude (g = 980.6199 gals.).
 OV0297
 OV0297.The modeled gravity was interpolated from observed gravity values.
 OV0297
 OV0297;                    North         East    Units  Estimated Accuracy
 OV0297;SPC WYEC     -   416,970.      486,790.      MT  (+/- 180 meters Scaled)
 OV0297
 OV0297                          SUPERSEDED SURVEY CONTROL
 OV0297
 OV0297  NGVD 29 (06/08/92) 1554.210  (m)         5099.10   (f) ADJUSTED    1 2
 OV0297
 OV0297.Superseded values are not recommended for survey control.
 OV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0297.See file dsdata.txt to determine how the superseded data were derived.
 OV0297
 OV0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ976003(NAD 83)
 OV0297_MARKER: I = METAL ROD
 OV0297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0297_SP_SET: STAINLESS STEEL ROD
 OV0297_STAMPING: C 360 1985
 OV0297_MARK LOGO: NGS   
 OV0297_PROJECTION: FLUSH
 OV0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0297_ROD/PIPE-DEPTH: 3.7  meters
 OV0297
 OV0297  HISTORY     - Date     Condition        Report By
 OV0297  HISTORY     - 1985     MONUMENTED       NGS
 OV0297
 OV0297                          STATION DESCRIPTION
 OV0297
 OV0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0297'6.9 KM (4.3 MI) SOUTH FROM MIDWEST.
 OV0297'6.87 KM (4.27 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0297'STATE HIGHWAY 387 AT MIDWEST, ON THE TOP OF THE SOUTH END OF A TALL
 OV0297'CUT, IN THE NORTHEAST CORNER OF THE JUNCTION OF A DIRT ROAD, 0.11 KM
 OV0297'(0.07 MI) SOUTH OF MILEPOST 24, 45.1 METERS (148 FT) EAST OF THE
 OV0297'HIGHWAY CENTERLINE, 75.9 METERS (249 FT) SOUTH OF THE SOUTHEAST POWER
 OV0297'POLE ON TOP OF THE CUT FOR A POWER LINE CROSSING, 12.2 METERS (40 FT)
 OV0297'NORTH OF THE CENTER OF THE ROAD, 11.9 METERS (39 FT) WEST OF THE WEST
 OV0297'CORNER OF AN IRON PIPE CATTLE GUARD IN THE ROAD AND 0.3 METER (1 FT)
 OV0297'WEST OF THE RIGHT OF WAY FENCE.
 OV0297'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OV0297'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0433 ***********************************************************************
 PV0433  DESIGNATION -  C 361
 PV0433  PID         -  PV0433
 PV0433  STATE/COUNTY-  WY/WESTON
 PV0433  USGS QUAD   -  THORNTON (1984)
 PV0433
 PV0433                         *CURRENT SURVEY CONTROL
 PV0433  ___________________________________________________________________
 PV0433* NAD 83(1986)-  44 07 54.     (N)    104 40 51.     (W)     SCALED    
 PV0433* NAVD 88     -      1317.444  (meters)    4322.31   (feet)  ADJUSTED  
 PV0433  ___________________________________________________________________
 PV0433  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 PV0433  DYNAMIC HT  -        1316.909 (meters)    4320.56  (feet)  COMP
 PV0433  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 PV0433
 PV0433  VERT ORDER  -  FIRST     CLASS II
 PV0433
 PV0433.The horizontal coordinates were scaled from a topographic map and have
 PV0433.an estimated accuracy of +/- 6 seconds.
 PV0433
 PV0433.The orthometric height was determined by differential leveling
 PV0433.and adjusted by the National Geodetic Survey in June 1991..
 PV0433
 PV0433.The geoid height was determined by GEOID03.
 PV0433
 PV0433.The dynamic height is computed by dividing the NAVD 88
 PV0433.geopotential number by the normal gravity value computed on the
 PV0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0433.degrees latitude (g = 980.6199 gals.).
 PV0433
 PV0433.The modeled gravity was interpolated from observed gravity values.
 PV0433
 PV0433;                    North         East    Units  Estimated Accuracy
 PV0433;SPC WY E     -   403,490.      238,880.      MT  (+/- 180 meters Scaled)
 PV0433
 PV0433                          SUPERSEDED SURVEY CONTROL
 PV0433
 PV0433.No superseded survey control is available for this station.
 PV0433
 PV0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ255865(NAD 83)
 PV0433_MARKER: I = METAL ROD
 PV0433_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0433+WITH SETTING: INFORMATION.
 PV0433_SP_SET: SHALLOW-SET METAL ROD
 PV0433_STAMPING: C 361 1985
 PV0433_MARK LOGO: NGS   
 PV0433_PROJECTION: FLUSH
 PV0433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PV0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0433_ROD/PIPE-DEPTH: 3.0  meters
 PV0433
 PV0433  HISTORY     - Date     Condition        Report By
 PV0433  HISTORY     - 1985     MONUMENTED       NGS
 PV0433  HISTORY     - 19991025 GOOD             WYDT
 PV0433
 PV0433                          STATION DESCRIPTION
 PV0433
 PV0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0433'5.7 KM (3.55 MI) NW FROM UPTON.
 PV0433'5.7 KM (3.55 MI) NORTHWEST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0433'UPTON, AT THE T JUNCTION OF A DIRT ROAD LEADING NORTHEAST, 0.6 KM (0.4
 PV0433'MI) SOUTHEAST OF MILEPOST 16, 30.2 METERS (99 FT) SOUTHWEST OF THE
 PV0433'HIGHWAY CENTERLINE, 32.0 METERS (105 FT) SOUTHEAST OF THE EXTENDED
 PV0433'CENTER OF THE ROAD, AND 0.3 METER (1 FT) NORTHEAST OF A RIGHT-OF-WAY
 PV0433'FENCE.  ROD SET TO 10-FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM
 PV0433'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0433'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PV0433'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 PV0433
 PV0433                          STATION RECOVERY (1999)
 PV0433
 PV0433'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (RDR)
 PV0433'FOUND AS DESCRIBED WITH THIS CORRECTION- MILEPOSTS IN THE DESCRIPTION
 PV0433'IS IN THE 200 SERIES.  POINT AT HIGHWAY MILEPOST 216.4.  LATITUDE AND
 PV0433'LONGITUDE ARE FROM A HAND HELD GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0341 ***********************************************************************
 OU0341  DESIGNATION -  C 362
 OU0341  PID         -  OU0341
 OU0341  STATE/COUNTY-  WY/WESTON
 OU0341  USGS QUAD   -  NEWCASTLE (1979)
 OU0341
 OU0341                         *CURRENT SURVEY CONTROL
 OU0341  ___________________________________________________________________
 OU0341* NAD 83(1986)-  43 51 18.     (N)    104 11 11.     (W)     SCALED    
 OU0341* NAVD 88     -      1360.029  (meters)    4462.03   (feet)  ADJUSTED  
 OU0341  ___________________________________________________________________
 OU0341  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 OU0341  DYNAMIC HT  -        1359.412 (meters)    4460.00  (feet)  COMP
 OU0341  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 OU0341
 OU0341  VERT ORDER  -  FIRST     CLASS II
 OU0341
 OU0341.The horizontal coordinates were scaled from a topographic map and have
 OU0341.an estimated accuracy of +/- 6 seconds.
 OU0341
 OU0341.The orthometric height was determined by differential leveling
 OU0341.and adjusted by the National Geodetic Survey in June 1991..
 OU0341
 OU0341.The geoid height was determined by GEOID03.
 OU0341
 OU0341.The dynamic height is computed by dividing the NAVD 88
 OU0341.geopotential number by the normal gravity value computed on the
 OU0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0341.degrees latitude (g = 980.6199 gals.).
 OU0341
 OU0341.The modeled gravity was interpolated from observed gravity values.
 OU0341
 OU0341;                    North         East    Units  Estimated Accuracy
 OU0341;SPC WY E     -   373,110.      278,810.      MT  (+/- 180 meters Scaled)
 OU0341
 OU0341                          SUPERSEDED SURVEY CONTROL
 OU0341
 OU0341.No superseded survey control is available for this station.
 OU0341
 OU0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ653560(NAD 83)
 OU0341_MARKER: DB = BENCH MARK DISK
 OU0341_SETTING: 66 = SET IN ROCK OUTCROP
 OU0341_SP_SET: SANDSTONE OUTCROP
 OU0341_STAMPING: C 362 1985
 OU0341_MARK LOGO: NGS   
 OU0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0341+STABILITY: POSITION/ELEVATION WELL
 OU0341
 OU0341  HISTORY     - Date     Condition        Report By
 OU0341  HISTORY     - 1985     MONUMENTED       NGS
 OU0341
 OU0341                          STATION DESCRIPTION
 OU0341
 OU0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0341'1.1 KM (0.7 MI) NORTH FROM NEWCASTLE.
 OU0341'1.15 KM (0.75 MI) NORTH ALONG US HIGHWAY 85 FROM ITS OVERPASS BRIDGE
 OU0341'OVER THE BURLINGTON NORTHERN RAILROAD AT NEWCASTLE, IN TOP OF AND 0.3
 OU0341'METER (1 FT) SOUTHEAST OF THE NORTHWEST END OF A 1- BY 2-FOOT SHELF OF
 OU0341'SANDSTONE, IN THE NORTHWEST END OF A MASSIVE ROCK CUT, 0.65 KM (0.4
 OU0341'MI) NORTH OF THE JUNCTION OF US HIGHWAY 16, 0.42 KM (0.26 MI)
 OU0341'SOUTHEAST OF MILEPOST 230, 21.0 METERS (69 FT) NORTHEAST OF THE
 OU0341'HIGHWAY CENTERLINE, 42.1 METERS (138 FT) SOUTHEAST OF THE CENTER OF A
 OU0341'PAVED ROAD LEADING NORTHEAST AND 1.0 METER (3.5 FT) ABOVE THE BASE OF
 OU0341'THE CUT.
 OU0341'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 OU0341'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0319 ***********************************************************************
 OV0319  DESIGNATION -  C 364
 OV0319  PID         -  OV0319
 OV0319  STATE/COUNTY-  WY/NATRONA
 OV0319  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0319
 OV0319                         *CURRENT SURVEY CONTROL
 OV0319  ___________________________________________________________________
 OV0319* NAD 83(1986)-  43 01 53.     (N)    106 20 01.     (W)     SCALED    
 OV0319* NAVD 88     -      1646.207  (meters)    5400.93   (feet)  ADJUSTED  
 OV0319  ___________________________________________________________________
 OV0319  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 OV0319  DYNAMIC HT  -        1645.179 (meters)    5397.56  (feet)  COMP
 OV0319  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 OV0319
 OV0319  VERT ORDER  -  FIRST     CLASS II
 OV0319
 OV0319.The horizontal coordinates were scaled from a topographic map and have
 OV0319.an estimated accuracy of +/- 6 seconds.
 OV0319
 OV0319.The orthometric height was determined by differential leveling
 OV0319.and adjusted by the National Geodetic Survey in June 1991..
 OV0319
 OV0319.The geoid height was determined by GEOID03.
 OV0319
 OV0319.The dynamic height is computed by dividing the NAVD 88
 OV0319.geopotential number by the normal gravity value computed on the
 OV0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0319.degrees latitude (g = 980.6199 gals.).
 OV0319
 OV0319.The modeled gravity was interpolated from observed gravity values.
 OV0319
 OV0319;                    North         East    Units  Estimated Accuracy
 OV0319;SPC WYEC     -   381,630.      481,470.      MT  (+/- 180 meters Scaled)
 OV0319
 OV0319                          SUPERSEDED SURVEY CONTROL
 OV0319
 OV0319  NGVD 29 (06/08/92) 1645.317  (m)         5398.01   (f) ADJUSTED    1 2
 OV0319
 OV0319.Superseded values are not recommended for survey control.
 OV0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0319.See file dsdata.txt to determine how the superseded data were derived.
 OV0319
 OV0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH913651(NAD 83)
 OV0319_MARKER: I = METAL ROD
 OV0319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0319_SP_SET: STAINLESS STEEL ROD
 OV0319_STAMPING: C 364 1985
 OV0319_MARK LOGO: NGS   
 OV0319_PROJECTION: FLUSH
 OV0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0319_ROD/PIPE-DEPTH: 4.0  meters
 OV0319
 OV0319  HISTORY     - Date     Condition        Report By
 OV0319  HISTORY     - 1985     MONUMENTED       NGS
 OV0319
 OV0319                          STATION DESCRIPTION
 OV0319
 OV0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0319'20.9 KM (13.0 MI) NORTH FROM CASPER.
 OV0319'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 OV0319'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 OV0319'14.99 KM (9.32 MI) NORTH ALONG THE I 25 SERVICE ROAD, IN TOP OF A LOW
 OV0319'MOUND, IN THE NORTH CORNER OF A Y JUNCTION OF A GRAVEL ROAD LEADING
 OV0319'NORTHEAST, 45.1 METERS (148 FT) EAST OF THE CENTER OF THE ROAD,
 OV0319'48.5 METERS (159 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD AND
 OV0319'0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 OV0319'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OV0319'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OV0319'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0913 ***********************************************************************
 PY0913  DESIGNATION -  C 365
 PY0913  PID         -  PY0913
 PY0913  STATE/COUNTY-  WY/PARK
 PY0913  USGS QUAD   -  MARY LAKE (1986)
 PY0913
 PY0913                         *CURRENT SURVEY CONTROL
 PY0913  ___________________________________________________________________
 PY0913* NAD 83(1986)-  44 35 49.     (N)    110 39 16.     (W)     SCALED    
 PY0913* NAVD 88     -      2360.222  (meters)    7743.49   (feet)  ADJUSTED  
 PY0913  ___________________________________________________________________
 PY0913  GEOID HEIGHT-          -8.73  (meters)                     GEOID03
 PY0913  DYNAMIC HT  -        2358.653 (meters)    7738.35  (feet)  COMP
 PY0913  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 PY0913
 PY0913  VERT ORDER  -  FIRST     CLASS II
 PY0913
 PY0913.The horizontal coordinates were scaled from a topographic map and have
 PY0913.an estimated accuracy of +/- 6 seconds.
 PY0913
 PY0913.The orthometric height was determined by differential leveling
 PY0913.and adjusted by the National Geodetic Survey in June 1991..
 PY0913
 PY0913.The geoid height was determined by GEOID03.
 PY0913
 PY0913.The dynamic height is computed by dividing the NAVD 88
 PY0913.geopotential number by the normal gravity value computed on the
 PY0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0913.degrees latitude (g = 980.6199 gals.).
 PY0913
 PY0913.The modeled gravity was interpolated from observed gravity values.
 PY0913
 PY0913;                    North         East    Units  Estimated Accuracy
 PY0913;SPC WYWC     -   456,840.      448,800.      MT  (+/- 180 meters Scaled)
 PY0913
 PY0913                          SUPERSEDED SURVEY CONTROL
 PY0913
 PY0913  NGVD 29 (08/20/92) 2358.818  (m)         7738.89   (f) ADJUSTED    1 2
 PY0913
 PY0913.Superseded values are not recommended for survey control.
 PY0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0913.See file dsdata.txt to determine how the superseded data were derived.
 PY0913
 PY0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ274382(NAD 83)
 PY0913_MARKER: DB = BENCH MARK DISK
 PY0913_SETTING: 80 = SET IN A BOULDER
 PY0913_SP_SET: BOULDER
 PY0913_STAMPING: C 365 1987
 PY0913_MARK LOGO: NGS   
 PY0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0913
 PY0913  HISTORY     - Date     Condition        Report By
 PY0913  HISTORY     - 1987     MONUMENTED       NGS
 PY0913
 PY0913                          STATION DESCRIPTION
 PY0913
 PY0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0913'24.6 KM (15.30 MI) SE FROM MADISON JUNCTION.
 PY0913'10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD FROM MADISON
 PY0913'JUNCTION, THENCE 3.5 KM (2.15 MI) EASTERLY ALONG A SERVICE ROAD AND
 PY0913'MARY MOUNTAIN TRAIL TO A FOOT BRIDGE ACROSS NEZ PERCE CREEK, THENCE
 PY0913'11.0 KM (6.85 MI) EASTERLY ALONG MARY MOUNTAIN TRAIL, CEMENTED IN A
 PY0913'DRILL HOLE IN THE NORTH EDGE OF A 4 X 5 FOOT EXPOSED AREA OF AN
 PY0913'IMBEDDED BOULDER WHICH PROJECTS TWO FEET, 21.3 M (69.9 FT)
 PY0913'NORTH-NORTHWEST OF THE TRAIL CENTER, 20.4 M (66.9 FT) NORTH OF A
 PY0913'20-INCH PINE TREE AND RED TRAIL MARKER SIGN, AND 4.0 M (13.1 FT)
 PY0913'NORTHWEST OF AN 18-INCH PINE TREE THAT IS LEANING TO THE NORTH.
 PY0913'THE MARK IS 2.4 M ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0982 ***********************************************************************
 PY0982  DESIGNATION -  C 366
 PY0982  PID         -  PY0982
 PY0982  STATE/COUNTY-  WY/PARK
 PY0982  USGS QUAD   -  TOWER JUNCTION (1986)
 PY0982
 PY0982                         *CURRENT SURVEY CONTROL
 PY0982  ___________________________________________________________________
 PY0982* NAD 83(1986)-  44 53 33.     (N)    110 23 17.     (W)     SCALED    
 PY0982* NAVD 88     -      1966.461  (meters)    6451.63   (feet)  ADJUSTED  
 PY0982  ___________________________________________________________________
 PY0982  GEOID HEIGHT-          -8.42  (meters)                     GEOID03
 PY0982  DYNAMIC HT  -        1965.369 (meters)    6448.05  (feet)  COMP
 PY0982  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 PY0982
 PY0982  VERT ORDER  -  FIRST     CLASS II
 PY0982
 PY0982.The horizontal coordinates were scaled from a topographic map and have
 PY0982.an estimated accuracy of +/- 6 seconds.
 PY0982
 PY0982.The orthometric height was determined by differential leveling
 PY0982.and adjusted by the National Geodetic Survey in June 1991..
 PY0982
 PY0982.The geoid height was determined by GEOID03.
 PY0982
 PY0982.The dynamic height is computed by dividing the NAVD 88
 PY0982.geopotential number by the normal gravity value computed on the
 PY0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0982.degrees latitude (g = 980.6199 gals.).
 PY0982
 PY0982.The modeled gravity was interpolated from observed gravity values.
 PY0982
 PY0982;                    North         East    Units  Estimated Accuracy
 PY0982;SPC WYWC     -   489,220.      470,610.      MT  (+/- 180 meters Scaled)
 PY0982
 PY0982                          SUPERSEDED SURVEY CONTROL
 PY0982
 PY0982  NGVD 29 (08/20/92) 1965.194  (m)         6447.47   (f) ADJUSTED    1 2
 PY0982
 PY0982.Superseded values are not recommended for survey control.
 PY0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0982.See file dsdata.txt to determine how the superseded data were derived.
 PY0982
 PY0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ483711(NAD 83)
 PY0982_MARKER: DB = BENCH MARK DISK
 PY0982_SETTING: 66 = SET IN ROCK OUTCROP
 PY0982_SP_SET: BEDROCK
 PY0982_STAMPING: C 366 1987
 PY0982_MARK LOGO: NGS   
 PY0982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0982+STABILITY: POSITION/ELEVATION WELL
 PY0982
 PY0982  HISTORY     - Date     Condition        Report By
 PY0982  HISTORY     - 1987     MONUMENTED       NGS
 PY0982
 PY0982                          STATION DESCRIPTION
 PY0982
 PY0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0982'4.0 KM (2.50 MI) SOUTH FROM TOWER JUNCTION.
 PY0982'4.0 KM (2.50 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0982'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE CENTER OF
 PY0982'A 2 BY 4 FOOT ROCK LEDGE, 6.3 M (20.7 FT) WEST OF THE CENTERLINE OF
 PY0982'THE HIGHWAY, 3.6 M (11.8 FT) NORTH OF THE WEST GUARDRAIL OF A HIGHWAY
 PY0982'BRIDGE SPANNING TOWER CREEK, AND 0.7 M (2.3 FT) NORTH OF THE SOUTH
 PY0982'END OF THE LEDGE.
 PY0982'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0962 ***********************************************************************
 PY0962  DESIGNATION -  C 367
 PY0962  PID         -  PY0962
 PY0962  STATE/COUNTY-  WY/PARK
 PY0962  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0962
 PY0962                         *CURRENT SURVEY CONTROL
 PY0962  ___________________________________________________________________
 PY0962* NAD 83(1986)-  44 42 15.     (N)    110 36 21.     (W)     SCALED    
 PY0962* NAVD 88     -      2489.488  (meters)    8167.60   (feet)  ADJUSTED  
 PY0962  ___________________________________________________________________
 PY0962  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0962  DYNAMIC HT  -        2487.896 (meters)    8162.37  (feet)  COMP
 PY0962  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 PY0962
 PY0962  VERT ORDER  -  FIRST     CLASS II
 PY0962
 PY0962.The horizontal coordinates were scaled from a topographic map and have
 PY0962.an estimated accuracy of +/- 6 seconds.
 PY0962
 PY0962.The orthometric height was determined by differential leveling
 PY0962.and adjusted by the National Geodetic Survey in June 1991..
 PY0962
 PY0962.The geoid height was determined by GEOID03.
 PY0962
 PY0962.The dynamic height is computed by dividing the NAVD 88
 PY0962.geopotential number by the normal gravity value computed on the
 PY0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0962.degrees latitude (g = 980.6199 gals.).
 PY0962
 PY0962.The modeled gravity was interpolated from observed gravity values.
 PY0962
 PY0962;                    North         East    Units  Estimated Accuracy
 PY0962;SPC WYWC     -   468,670.      452,930.      MT  (+/- 180 meters Scaled)
 PY0962
 PY0962                          SUPERSEDED SURVEY CONTROL
 PY0962
 PY0962  NGVD 29 (08/20/92) 2488.126  (m)         8163.13   (f) ADJUSTED    1 2
 PY0962
 PY0962.Superseded values are not recommended for survey control.
 PY0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0962.See file dsdata.txt to determine how the superseded data were derived.
 PY0962
 PY0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ312501(NAD 83)
 PY0962_MARKER: I = METAL ROD
 PY0962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0962_SP_SET: STAINLESS STEEL ROD
 PY0962_STAMPING: C 367 1987
 PY0962_MARK LOGO: NGS   
 PY0962_PROJECTION: FLUSH
 PY0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0962_ROD/PIPE-DEPTH: 3.3  meters
 PY0962
 PY0962  HISTORY     - Date     Condition        Report By
 PY0962  HISTORY     - 1987     MONUMENTED       NGS
 PY0962
 PY0962                          STATION DESCRIPTION
 PY0962
 PY0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0962'8.6 KM (5.35 MI) EAST FROM NORRIS JUNCTION.
 PY0962'8.6 KM (5.35 MI) EASTERLY ALONG CANYON VILLAGE HIGHWAY FROM THE
 PY0962'MUSEUM IN NORRIS JUNCTION, 27.3 M (89.6 FT) SOUTH OF THE CENTERLINE
 PY0962'OF THE HIGHWAY, AND 1.0 M (3.3 FT) EAST OF A UTILITY POLE.
 PY0962'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0962'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0939 ***********************************************************************
 PY0939  DESIGNATION -  C 368
 PY0939  PID         -  PY0939
 PY0939  STATE/COUNTY-  WY/TETON
 PY0939  USGS QUAD   -  LAKE (1986)
 PY0939
 PY0939                         *CURRENT SURVEY CONTROL
 PY0939  ___________________________________________________________________
 PY0939* NAD 83(1986)-  44 30 48.     (N)    110 29 54.     (W)     SCALED    
 PY0939* NAVD 88     -      2525.693  (meters)    8286.38   (feet)  ADJUSTED  
 PY0939  ___________________________________________________________________
 PY0939  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 PY0939  DYNAMIC HT  -        2523.965 (meters)    8280.71  (feet)  COMP
 PY0939  MODELED GRAV-     979,841.8   (mgal)                       NAVD 88
 PY0939
 PY0939  VERT ORDER  -  FIRST     CLASS II
 PY0939
 PY0939.The horizontal coordinates were scaled from a topographic map and have
 PY0939.an estimated accuracy of +/- 6 seconds.
 PY0939
 PY0939.The orthometric height was determined by differential leveling
 PY0939.and adjusted by the National Geodetic Survey in June 1991..
 PY0939
 PY0939.The geoid height was determined by GEOID03.
 PY0939
 PY0939.The dynamic height is computed by dividing the NAVD 88
 PY0939.geopotential number by the normal gravity value computed on the
 PY0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0939.degrees latitude (g = 980.6199 gals.).
 PY0939
 PY0939.The modeled gravity was interpolated from observed gravity values.
 PY0939
 PY0939;                    North         East    Units  Estimated Accuracy
 PY0939;SPC WY W     -   545,870.      767,010.      MT  (+/- 180 meters Scaled)
 PY0939
 PY0939                          SUPERSEDED SURVEY CONTROL
 PY0939
 PY0939  NGVD 29 (08/20/92) 2524.280  (m)         8281.74   (f) ADJUSTED    1 2
 PY0939
 PY0939.Superseded values are not recommended for survey control.
 PY0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0939.See file dsdata.txt to determine how the superseded data were derived.
 PY0939
 PY0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ398290(NAD 83)
 PY0939_MARKER: I = METAL ROD
 PY0939_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0939_SP_SET: STAINLESS STEEL ROD
 PY0939_STAMPING: C 368 1987
 PY0939_MARK LOGO: NGS   
 PY0939_PROJECTION: FLUSH
 PY0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0939_ROD/PIPE-DEPTH: 3.7  meters
 PY0939
 PY0939  HISTORY     - Date     Condition        Report By
 PY0939  HISTORY     - 1987     MONUMENTED       NGS
 PY0939
 PY0939                          STATION DESCRIPTION
 PY0939
 PY0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0939'9.2 KM (5.70 MI) SW FROM LAKE VILLAGE.
 PY0939'3.2 KM (2.00 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE
 PY0939'JUNCTION OF LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, THENCE 6.0 KM
 PY0939'(3.75 MI) SOUTHWESTERLY ALONG A SERVICE ROAD (OLD HIGHWAY), 50.5 M
 PY0939'(165.7 FT) EAST OF AN UTILITY POLE, 49.0 M (160.8 FT) WEST OF AN
 PY0939'UTILITY POLE, 5.3 M (17.4 FT) NORTH OF AN UTILITY LINE, AND 3.6 M
 PY0939'(11.8 FT) SOUTH OF THE CENTER OF THE ROAD.  NOTE--ACCESS TO DATUM
 PY0939'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0939'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0812 ***********************************************************************
 PY0812  DESIGNATION -  C 369
 PY0812  PID         -  PY0812
 PY0812  STATE/COUNTY-  WY/TETON
 PY0812  USGS QUAD   -  LEWIS FALLS (1986)
 PY0812
 PY0812                         *CURRENT SURVEY CONTROL
 PY0812  ___________________________________________________________________
 PY0812* NAD 83(1986)-  44 16 06.     (N)    110 38 00.     (W)     SCALED    
 PY0812* NAVD 88     -      2356.633  (meters)    7731.72   (feet)  ADJUSTED  
 PY0812  ___________________________________________________________________
 PY0812  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0812  DYNAMIC HT  -        2355.050 (meters)    7726.53  (feet)  COMP
 PY0812  MODELED GRAV-     979,860.9   (mgal)                       NAVD 88
 PY0812
 PY0812  VERT ORDER  -  FIRST     CLASS II
 PY0812
 PY0812.The horizontal coordinates were scaled from a topographic map and have
 PY0812.an estimated accuracy of +/- 6 seconds.
 PY0812
 PY0812.The orthometric height was determined by differential leveling
 PY0812.and adjusted by the National Geodetic Survey in June 1991..
 PY0812
 PY0812.The geoid height was determined by GEOID03.
 PY0812
 PY0812.The dynamic height is computed by dividing the NAVD 88
 PY0812.geopotential number by the normal gravity value computed on the
 PY0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0812.degrees latitude (g = 980.6199 gals.).
 PY0812
 PY0812.The modeled gravity was interpolated from observed gravity values.
 PY0812
 PY0812;                    North         East    Units  Estimated Accuracy
 PY0812;SPC WY W     -   518,710.      756,090.      MT  (+/- 180 meters Scaled)
 PY0812
 PY0812                          SUPERSEDED SURVEY CONTROL
 PY0812
 PY0812  NGVD 29 (08/20/92) 2355.271  (m)         7727.25   (f) ADJUSTED    1 2
 PY0812
 PY0812.Superseded values are not recommended for survey control.
 PY0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0812.See file dsdata.txt to determine how the superseded data were derived.
 PY0812
 PY0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ292017(NAD 83)
 PY0812_MARKER: DB = BENCH MARK DISK
 PY0812_SETTING: 66 = SET IN ROCK OUTCROP
 PY0812_SP_SET: BEDROCK
 PY0812_STAMPING: C 369 1987
 PY0812_MARK LOGO: NGS   
 PY0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0812+STABILITY: POSITION/ELEVATION WELL
 PY0812
 PY0812  HISTORY     - Date     Condition        Report By
 PY0812  HISTORY     - 1987     MONUMENTED       NGS
 PY0812
 PY0812                          STATION DESCRIPTION
 PY0812
 PY0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0812'17.3 KM (10.75 MI) SOUTH FROM GRANT VILLAGE.
 PY0812'17.3 KM (10.75 MI) SOUTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM
 PY0812'THEJUNCTION OF GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, IN AN
 PY0812'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 18.0 M (59.1 FT) NORTHEAST
 PY0812'OF THE NORTH CORNER OF A HIGHWAY BRIDGE SPANNING LEWIS RIVER, AND 8.6
 PY0812'M (28.2 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0812'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0286 ***********************************************************************
 PW0286  DESIGNATION -  C 37
 PW0286  PID         -  PW0286
 PW0286  STATE/COUNTY-  WY/WASHAKIE
 PW0286  USGS QUAD   -  OLD MAID GULCH (1993)
 PW0286
 PW0286                         *CURRENT SURVEY CONTROL
 PW0286  ___________________________________________________________________
 PW0286* NAD 83(1986)-  44 03 51.     (N)    107 21 43.     (W)     SCALED    
 PW0286* NAVD 88     -      1493.772  (meters)    4900.82   (feet)  ADJUSTED  
 PW0286  ___________________________________________________________________
 PW0286  GEOID HEIGHT-         -10.12  (meters)                     GEOID03
 PW0286  DYNAMIC HT  -        1493.039 (meters)    4898.41  (feet)  COMP
 PW0286  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 PW0286
 PW0286  VERT ORDER  -  FIRST     CLASS II
 PW0286
 PW0286.The horizontal coordinates were scaled from a topographic map and have
 PW0286.an estimated accuracy of +/- 6 seconds.
 PW0286
 PW0286.The orthometric height was determined by differential leveling
 PW0286.and adjusted by the National Geodetic Survey in June 1991..
 PW0286
 PW0286.The geoid height was determined by GEOID03.
 PW0286
 PW0286.The dynamic height is computed by dividing the NAVD 88
 PW0286.geopotential number by the normal gravity value computed on the
 PW0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0286.degrees latitude (g = 980.6199 gals.).
 PW0286
 PW0286.The modeled gravity was interpolated from observed gravity values.
 PW0286
 PW0286;                    North         East    Units  Estimated Accuracy
 PW0286;SPC WYEC     -   495,880.      397,710.      MT  (+/- 180 meters Scaled)
 PW0286
 PW0286                          SUPERSEDED SURVEY CONTROL
 PW0286
 PW0286  NGVD 29 (??/??/92) 1492.956  (m)         4898.14   (f) ADJ UNCH    1 2
 PW0286
 PW0286.Superseded values are not recommended for survey control.
 PW0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0286.See file dsdata.txt to determine how the superseded data were derived.
 PW0286
 PW0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ108817(NAD 83)
 PW0286_MARKER: DB = BENCH MARK DISK
 PW0286_SETTING: 80 = SET IN A BOULDER
 PW0286_STAMPING: C 37 1934
 PW0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0286+STABILITY: SURFACE MOTION
 PW0286
 PW0286  HISTORY     - Date     Condition        Report By
 PW0286  HISTORY     - 1934     MONUMENTED       CGS
 PW0286
 PW0286                          STATION DESCRIPTION
 PW0286
 PW0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0286'5.5 MI NE FROM TEN SLEEP.
 PW0286'5.5 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0286'COUNTY, 3.1 MILES SOUTHWEST OF THE LEE CREEK CAMPING GROUNDS, 200 FEET
 PW0286'NORTHEAST OF A VERTICAL LIMESTONE CLIFF, AT A CURVE FROM SOUTHEAST TO
 PW0286'EAST, 73.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 71.5 FEET
 PW0286'SOUTHWEST OF A FENCE CORNER, IN THE TOP OF A BOULDER, AND ABOUT 6 FEET
 PW0286'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 37 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0623 ***********************************************************************
 PV0623  DESIGNATION -  C 370
 PV0623  PID         -  PV0623
 PV0623  STATE/COUNTY-  WY/CROOK
 PV0623  USGS QUAD   -  SCHOOLMARM BUTTE (1984)
 PV0623
 PV0623                         *CURRENT SURVEY CONTROL
 PV0623  ___________________________________________________________________
 PV0623* NAD 83(1986)-  44 32 03.     (N)    104 10 06.     (W)     SCALED    
 PV0623* NAVD 88     -      1163.229  (meters)    3816.36   (feet)  ADJUSTED  
 PV0623  ___________________________________________________________________
 PV0623  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 PV0623  DYNAMIC HT  -        1162.844 (meters)    3815.10  (feet)  COMP
 PV0623  MODELED GRAV-     980,246.5   (mgal)                       NAVD 88
 PV0623
 PV0623  VERT ORDER  -  FIRST     CLASS II
 PV0623
 PV0623.The horizontal coordinates were scaled from a topographic map and have
 PV0623.an estimated accuracy of +/- 6 seconds.
 PV0623
 PV0623.The orthometric height was determined by differential leveling
 PV0623.and adjusted by the National Geodetic Survey in September 1993..
 PV0623
 PV0623.The geoid height was determined by GEOID03.
 PV0623
 PV0623.The dynamic height is computed by dividing the NAVD 88
 PV0623.geopotential number by the normal gravity value computed on the
 PV0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0623.degrees latitude (g = 980.6199 gals.).
 PV0623
 PV0623.The modeled gravity was interpolated from observed gravity values.
 PV0623
 PV0623;                    North         East    Units  Estimated Accuracy
 PV0623;SPC WY E     -   448,590.      279,350.      MT  (+/- 180 meters Scaled)
 PV0623
 PV0623                          SUPERSEDED SURVEY CONTROL
 PV0623
 PV0623.No superseded survey control is available for this station.
 PV0623
 PV0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK660315(NAD 83)
 PV0623_MARKER: DV = VERTICAL CONTROL DISK
 PV0623_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0623_SP_SET: PIER
 PV0623_STAMPING: C 370 1991
 PV0623_MARK LOGO: NGS   
 PV0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0623+STABILITY: POSITION/ELEVATION WELL
 PV0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0623+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0623
 PV0623  HISTORY     - Date     Condition        Report By
 PV0623  HISTORY     - 1991     MONUMENTED       NGS
 PV0623
 PV0623                          STATION DESCRIPTION
 PV0623
 PV0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0623'6.5 M (21.3 FT) WESTERLY ALONG A PAVED ROAD (INTERSTATE HIGHWAY 90
 PV0623'FRONTAGE ROAD) FROM THE POST OFFICE IN BEULAH, SET VERTICALLY IN THE
 PV0623'EAST FACE OF THE CENTER 1 OF 3 CONCRETE COLUMNS OF THE MOST WESTERLY
 PV0623'PIER OF THE WESTBOUND INTERSTATE HIGHWAY 90 OVERPASS (LETTERED DHK)
 PV0623'OF A GRAVELED ROAD, 91.0 M (298.6 FT) SOUTH OF THE CENTERLINE OF THE
 PV0623'HIGHWAY, 4.1 M (13.5 FT) WEST OF THE CENTER OF THE ROAD, AND 1.2 M
 PV0623'(3.9 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0038 ***********************************************************************
 PW0038  DESIGNATION -  C 39
 PW0038  PID         -  PW0038
 PW0038  STATE/COUNTY-  WY/SHERIDAN
 PW0038  USGS QUAD   -  CLEARMONT (1971)
 PW0038
 PW0038                         *CURRENT SURVEY CONTROL
 PW0038  ___________________________________________________________________
 PW0038* NAD 83(1986)-  44 38 09.     (N)    106 23 02.     (W)     SCALED    
 PW0038* NAVD 88     -      1193.159  (meters)    3914.56   (feet)  ADJUSTED  
 PW0038  ___________________________________________________________________
 PW0038  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 PW0038  DYNAMIC HT  -        1192.691 (meters)    3913.02  (feet)  COMP
 PW0038  MODELED GRAV-     980,185.0   (mgal)                       NAVD 88
 PW0038
 PW0038  VERT ORDER  -  FIRST     CLASS II
 PW0038
 PW0038.The horizontal coordinates were scaled from a topographic map and have
 PW0038.an estimated accuracy of +/- 6 seconds.
 PW0038
 PW0038.The orthometric height was determined by differential leveling
 PW0038.and adjusted by the National Geodetic Survey in June 1991..
 PW0038
 PW0038.The geoid height was determined by GEOID03.
 PW0038
 PW0038.The dynamic height is computed by dividing the NAVD 88
 PW0038.geopotential number by the normal gravity value computed on the
 PW0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0038.degrees latitude (g = 980.6199 gals.).
 PW0038
 PW0038.The modeled gravity was interpolated from observed gravity values.
 PW0038
 PW0038;                    North         East    Units  Estimated Accuracy
 PW0038;SPC WYEC     -   559,840.      475,330.      MT  (+/- 180 meters Scaled)
 PW0038
 PW0038                          SUPERSEDED SURVEY CONTROL
 PW0038
 PW0038  NGVD 29 (??/??/92) 1192.442  (m)         3912.20   (f) ADJ UNCH    1 2
 PW0038
 PW0038.Superseded values are not recommended for survey control.
 PW0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0038.See file dsdata.txt to determine how the superseded data were derived.
 PW0038
 PW0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK902434(NAD 83)
 PW0038_MARKER: DB = BENCH MARK DISK
 PW0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0038_STAMPING: C 39 1934
 PW0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0038+STABILITY: SURFACE MOTION
 PW0038
 PW0038  HISTORY     - Date     Condition        Report By
 PW0038  HISTORY     - 1934     MONUMENTED       CGS
 PW0038  HISTORY     - 1957     MARK NOT FOUND   NGS
 PW0038
 PW0038                          STATION DESCRIPTION
 PW0038
 PW0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0038'0.3 MI SW FROM CLEARMONT.
 PW0038'0.3 MILE SOUTHWEST ALONG THE WYOMING RAILWAY FROM CLEARMONT, SHERIDAN
 PW0038'COUNTY, BETWEEN THE WYOMING RAILWAY AND THE CHICAGO, BURLINGTON AND
 PW0038'QUINCY RAILROAD, 200 FEET SOUTH OF CHICAGO, BURLINGTON AND QUINCY
 PW0038'RAILROAD MILEPOST 661, 460 FEET SOUTH OF THE STOCKYARDS, 105 FEET
 PW0038'NORTHEAST OF THE NORTHEAST END OF CHICAGO, BURLINGTON AND QUINCY
 PW0038'RAILROAD CONCRETE BRIDGE 661.06, 93.4 FEET WEST OF THE WEST RAIL OF
 PW0038'THE WYOMING RAILWAY, AND 661.1 FEET EAST OF THE EAST RAIL OF THE
 PW0038'CHICAGO, BURLINGTON AND QUINCY RAILROAD.  A STANDARD DISK, STAMPED C
 PW0038'39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0038
 PW0038                          STATION RECOVERY (1957)
 PW0038
 PW0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PW0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0123 ***********************************************************************
 PW0123  DESIGNATION -  C 4
 PW0123  PID         -  PW0123
 PW0123  STATE/COUNTY-  WY/SHERIDAN
 PW0123  USGS QUAD   -  SHERIDAN (1977)
 PW0123
 PW0123                         *CURRENT SURVEY CONTROL
 PW0123  ___________________________________________________________________
 PW0123* NAD 83(1986)-  44 49 33.     (N)    106 57 17.     (W)     SCALED    
 PW0123* NAVD 88     -      1133.733  (meters)    3719.59   (feet)  POSTED    
 PW0123  ___________________________________________________________________
 PW0123  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 PW0123  DYNAMIC HT  -        1133.340 (meters)    3718.30  (feet)  COMP
 PW0123  MODELED GRAV-     980,231.0   (mgal)                       NAVD 88
 PW0123
 PW0123  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PW0123
 PW0123.The horizontal coordinates were scaled from a topographic map and have
 PW0123.an estimated accuracy of +/- 6 seconds.
 PW0123
 PW0123.The orthometric height was determined by differential leveling
 PW0123.and adjusted by the National Geodetic Survey in 1992..
 PW0123.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PW0123.rate of 0.0 thru 1.0 mm/km.
 PW0123
 PW0123.The geoid height was determined by GEOID03.
 PW0123
 PW0123.The dynamic height is computed by dividing the NAVD 88
 PW0123.geopotential number by the normal gravity value computed on the
 PW0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0123.degrees latitude (g = 980.6199 gals.).
 PW0123
 PW0123.The modeled gravity was interpolated from observed gravity values.
 PW0123
 PW0123;                    North         East    Units  Estimated Accuracy
 PW0123;SPC WYEC     -   580,580.      429,940.      MT  (+/- 180 meters Scaled)
 PW0123
 PW0123                          SUPERSEDED SURVEY CONTROL
 PW0123
 PW0123.No superseded survey control is available for this station.
 PW0123
 PW0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK454654(NAD 83)
 PW0123_MARKER: B = BOLT
 PW0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0123_SP_SET: SIPHON
 PW0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0123
 PW0123  HISTORY     - Date     Condition        Report By
 PW0123  HISTORY     - UNK      MONUMENTED       CGS
 PW0123  HISTORY     - 1957     MARK NOT FOUND   NGS
 PW0123
 PW0123                          STATION DESCRIPTION
 PW0123
 PW0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0123'1.4 MI N FROM SHERIDAN.
 PW0123'1.4 MILES N. ALONG THE CHICAGO, BURLINGTON AND QUINCY RR FROM
 PW0123'SHERIDAN, SHERIDAN COUNTY, AT AN INVERTED SIPHON FOR AN IRRIGATION
 PW0123'DITCH UNDER THE TRACK, IN THE CENTER OF THE COPING OF THE CONCRETE
 PW0123'WALL, AND 10 FEET WEST OF THE TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0169 ***********************************************************************
 OX0169  DESIGNATION -  C 41
 OX0169  PID         -  OX0169
 OX0169  STATE/COUNTY-  WY/TETON
 OX0169  USGS QUAD   -  MOOSE (1968)
 OX0169
 OX0169                         *CURRENT SURVEY CONTROL
 OX0169  ___________________________________________________________________
 OX0169* NAD 83(1986)-  43 40 50.     (N)    110 43 41.     (W)     SCALED    
 OX0169* NAVD 88     -      2016.611  (meters)    6616.16   (feet)  ADJUSTED  
 OX0169  ___________________________________________________________________
 OX0169  GEOID HEIGHT-          -9.13  (meters)                     GEOID03
 OX0169  DYNAMIC HT  -        2015.282 (meters)    6611.80  (feet)  COMP
 OX0169  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 OX0169
 OX0169  VERT ORDER  -  SECOND    CLASS 0
 OX0169
 OX0169.The horizontal coordinates were scaled from a topographic map and have
 OX0169.an estimated accuracy of +/- 6 seconds.
 OX0169
 OX0169.The orthometric height was determined by differential leveling
 OX0169.and adjusted by the National Geodetic Survey in June 1991..
 OX0169
 OX0169.The geoid height was determined by GEOID03.
 OX0169
 OX0169.The dynamic height is computed by dividing the NAVD 88
 OX0169.geopotential number by the normal gravity value computed on the
 OX0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0169.degrees latitude (g = 980.6199 gals.).
 OX0169
 OX0169.The modeled gravity was interpolated from observed gravity values.
 OX0169
 OX0169;                    North         East    Units  Estimated Accuracy
 OX0169;SPC WY W     -   453,460.      748,020.      MT  (+/- 180 meters Scaled)
 OX0169
 OX0169                          SUPERSEDED SURVEY CONTROL
 OX0169
 OX0169  NGVD 29 (??/??/92) 2015.324  (m)         6611.94   (f) ADJ UNCH    2 0
 OX0169
 OX0169.Superseded values are not recommended for survey control.
 OX0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0169.See file dsdata.txt to determine how the superseded data were derived.
 OX0169
 OX0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP219364(NAD 83)
 OX0169_MARKER: DB = BENCH MARK DISK
 OX0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0169_SP_SET: CULVERT
 OX0169_STAMPING: C 41 1934
 OX0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0169
 OX0169  HISTORY     - Date     Condition        Report By
 OX0169  HISTORY     - 1934     MONUMENTED       CGS
 OX0169
 OX0169                          STATION DESCRIPTION
 OX0169
 OX0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0169'14.8 MI N FROM JACKSON.
 OX0169'ABOUT 14.8 MILES NORTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON
 OX0169'COUNTY, ABOUT 1.9 MILES NORTH OF THE BRIDGE OVER SNAKE RIVER, ABOUT
 OX0169'0.5 MILE SOUTH OF BEAVER CREEK, ABOUT 0.4 MILE SOUTH OF THE
 OX0169'HEADQUARTERS OF THE TETON NATIONAL PARK, AT A CONCRETE CULVERT, IN THE
 OX0169'TOP OF THE NORTH HEAD WALL, AND 15.1 FEET NORTH OF THE CENTER LINE OF
 OX0169'THE HIGHWAY.  A STANDARD DISK, STAMPED C 41 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0007 ***********************************************************************
 OX0007  DESIGNATION -  C 42
 OX0007  PID         -  OX0007
 OX0007  STATE/COUNTY-  WY/TETON
 OX0007  USGS QUAD   -  ROSIES RIDGE (1996)
 OX0007
 OX0007                         *CURRENT SURVEY CONTROL
 OX0007  ___________________________________________________________________
 OX0007* NAD 83(1986)-  43 51 37.     (N)    110 16 40.     (W)     SCALED    
 OX0007* NAVD 88     -      2112.435  (meters)    6930.55   (feet)  ADJUSTED  
 OX0007  ___________________________________________________________________
 OX0007  GEOID HEIGHT-          -8.28  (meters)                     GEOID03
 OX0007  DYNAMIC HT  -        2110.969 (meters)    6925.74  (feet)  COMP
 OX0007  MODELED GRAV-     979,849.4   (mgal)                       NAVD 88
 OX0007
 OX0007  VERT ORDER  -  SECOND    CLASS 0
 OX0007
 OX0007.The horizontal coordinates were scaled from a topographic map and have
 OX0007.an estimated accuracy of +/- 6 seconds.
 OX0007
 OX0007.The orthometric height was determined by differential leveling
 OX0007.and adjusted by the National Geodetic Survey in June 1991..
 OX0007
 OX0007.The geoid height was determined by GEOID03.
 OX0007
 OX0007.The dynamic height is computed by dividing the NAVD 88
 OX0007.geopotential number by the normal gravity value computed on the
 OX0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0007.degrees latitude (g = 980.6199 gals.).
 OX0007
 OX0007.The modeled gravity was interpolated from observed gravity values.
 OX0007
 OX0007;                    North         East    Units  Estimated Accuracy
 OX0007;SPC WY W     -   473,240.      784,370.      MT  (+/- 180 meters Scaled)
 OX0007
 OX0007                          SUPERSEDED SURVEY CONTROL
 OX0007
 OX0007  NGVD 29 (??/??/92) 2111.096  (m)         6926.15   (f) ADJ UNCH    2 0
 OX0007
 OX0007.Superseded values are not recommended for survey control.
 OX0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0007.See file dsdata.txt to determine how the superseded data were derived.
 OX0007
 OX0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP580566(NAD 83)
 OX0007_MARKER: DB = BENCH MARK DISK
 OX0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0007_STAMPING: C 42 1934
 OX0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0007+STABILITY: SURFACE MOTION
 OX0007
 OX0007  HISTORY     - Date     Condition        Report By
 OX0007  HISTORY     - 1934     MONUMENTED       CGS
 OX0007  HISTORY     - 1944     GOOD             NGS
 OX0007
 OX0007                          STATION DESCRIPTION
 OX0007
 OX0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OX0007'18.4 MI E FROM MORAN.
 OX0007'18.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, TETON
 OX0007'COUNTY, 17.1 MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY 187, ABOUT
 OX0007'3.5 MILES EAST OF THE BLACK ROCK RANGER STATION ABOUT 0.4 MILE WEST OF
 OX0007'THE BRIDGE OVER BUFFALO FORK CREEK, 0.3 MILE EAST OF A CREEK, 118.5
 OX0007'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY WITH A
 OX0007'ROAD LEADING SOUTHEAST AND 48.0 FEET NORTH OF THE CENTERLINE OF THE
 OX0007'HIGHWAY.  A STANDARD DISK, STAMPED C 42 1934 AND SET IN THE TOP OF A
 OX0007'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0153 ***********************************************************************
 OW0153  DESIGNATION -  C 43 RESET
 OW0153  PID         -  OW0153
 OW0153  STATE/COUNTY-  WY/FREMONT
 OW0153  USGS QUAD   -  DUBOIS (1991)
 OW0153
 OW0153                         *CURRENT SURVEY CONTROL
 OW0153  ___________________________________________________________________
 OW0153* NAD 83(1986)-  43 33 00.     (N)    109 40 25.     (W)     SCALED    
 OW0153* NAVD 88     -      2137.34   (+/-2cm)    7012.3    (feet)  VERTCON   
 OW0153  ___________________________________________________________________
 OW0153  GEOID HEIGHT-          -7.94  (meters)                     GEOID03
 OW0153
 OW0153  VERT ORDER  -  THIRD (See Below)
 OW0153
 OW0153.The horizontal coordinates were scaled from a topographic map and have
 OW0153.an estimated accuracy of +/- 6 seconds.
 OW0153
 OW0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0153.The vertical order pertains to the NGVD 29 superseded value.
 OW0153
 OW0153.The geoid height was determined by GEOID03.
 OW0153
 OW0153;                    North         East    Units  Estimated Accuracy
 OW0153;SPC WYWC     -   339,170.      525,370.      MT  (+/- 180 meters Scaled)
 OW0153
 OW0153                          SUPERSEDED SURVEY CONTROL
 OW0153
 OW0153  NGVD 29 (03/28/06) 2136.15   (m)         7008.4    (f) RESET       3  
 OW0153
 OW0153.Superseded values are not recommended for survey control.
 OW0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0153.See file dsdata.txt to determine how the superseded data were derived.
 OW0153
 OW0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP071227(NAD 83)
 OW0153_MARKER: DD = SURVEY DISK
 OW0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0153_STAMPING: C 43 RESET 1940
 OW0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0153+STABILITY: SURFACE MOTION
 OW0153
 OW0153  HISTORY     - Date     Condition        Report By
 OW0153  HISTORY     - 1940     MONUMENTED       WYHD
 OW0153
 OW0153                          STATION DESCRIPTION
 OW0153
 OW0153'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1940
 OW0153'2.2 MI W FROM DUBOIS.
 OW0153'2.2 MILES WEST OF DUBOIS BY HIGHWAY, ALONG U.S. HIGHWAY NO. 87 W,
 OW0153'BETWEEN MORAN AND DUBOIS, 7.0 MILES EAST OF EAST BRIDGE OVER WIND
 OW0153'RIVER, 37.0 FEET SOUTH OF CENTERLINE OF U.S. HIGHWAY NO. 87 W, 2.0
 OW0153'FEET NORTH OF FENCE, 0.4 MILES WEST OF TAYLOR CREEK, 2.8 MILES EAST OF
 OW0153'ENTRANCE TO POWER PLANT, IN POWER LINE.  STANDARD DISK, STAMPED C 43
 OW0153'RESET 1940, SET IN TOP OF A CONCRETE POST.  NOTE-- 41 FEET SOUTH THE
 OW0153'ORIGINAL LOCATION OF C 43.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0127 ***********************************************************************
 NS0127  DESIGNATION -  C 44
 NS0127  PID         -  NS0127
 NS0127  STATE/COUNTY-  WY/SUBLETTE
 NS0127  USGS QUAD   -  BOULDER LAKE (1978)
 NS0127
 NS0127                         *CURRENT SURVEY CONTROL
 NS0127  ___________________________________________________________________
 NS0127* NAD 83(1986)-  42 46 01.     (N)    109 44 38.     (W)     SCALED    
 NS0127* NAVD 88     -      2140.795  (meters)    7023.59   (feet)  ADJUSTED  
 NS0127  ___________________________________________________________________
 NS0127  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 NS0127  DYNAMIC HT  -        2139.033 (meters)    7017.81  (feet)  COMP
 NS0127  MODELED GRAV-     979,722.2   (mgal)                       NAVD 88
 NS0127
 NS0127  VERT ORDER  -  FIRST     CLASS II
 NS0127
 NS0127.The horizontal coordinates were scaled from a topographic map and have
 NS0127.an estimated accuracy of +/- 6 seconds.
 NS0127
 NS0127.The orthometric height was determined by differential leveling
 NS0127.and adjusted by the National Geodetic Survey in June 1991..
 NS0127
 NS0127.The geoid height was determined by GEOID03.
 NS0127
 NS0127.The dynamic height is computed by dividing the NAVD 88
 NS0127.geopotential number by the normal gravity value computed on the
 NS0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0127.degrees latitude (g = 980.6199 gals.).
 NS0127
 NS0127.The modeled gravity was interpolated from observed gravity values.
 NS0127
 NS0127;                    North         East    Units  Estimated Accuracy
 NS0127;SPC WY W     -   351,820.      827,780.      MT  (+/- 180 meters Scaled)
 NS0127
 NS0127                          SUPERSEDED SURVEY CONTROL
 NS0127
 NS0127  NGVD 29 (??/??/92) 2139.38   (m)         7018.9    (f) COMPUTED    1 2
 NS0127
 NS0127.Superseded values are not recommended for survey control.
 NS0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0127.See file dsdata.txt to determine how the superseded data were derived.
 NS0127
 NS0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN027357(NAD 83)
 NS0127_MARKER: DB = BENCH MARK DISK
 NS0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0127_STAMPING: C-44 1934
 NS0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0127+STABILITY: SURFACE MOTION
 NS0127
 NS0127  HISTORY     - Date     Condition        Report By
 NS0127  HISTORY     - 1934     MONUMENTED       CGS
 NS0127
 NS0127                          STATION DESCRIPTION
 NS0127
 NS0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0127'1.9 MI N FROM BOULDER.
 NS0127'1.9 MILE NORTH OF THE POST OFFICE IN BOULDER BY HIGHWAY.  ALONG U.S.
 NS0127'HIGHWAY 187 BETWEEN PINEDALE AND BOULDER, 9.8 MILES SOUTH OF THE
 NS0127'COURTHOUSE IN PINEDALE BY HIGHWAY, 350 FEET NORTH OF BRIDGE IN RAVINE,
 NS0127'35.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4.5 FEET EAST OF
 NS0127'RIGHT-OF-WAY FENCE.  THE MARK IS SET HORIZONTALLY IN TOP OF CONCRETE
 NS0127'POST AND IS ABOUT LEVEL WITH THE TOP OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0128 ***********************************************************************
 NS0128  DESIGNATION -  C 44 RESET
 NS0128  PID         -  NS0128
 NS0128  STATE/COUNTY-  WY/SUBLETTE
 NS0128  USGS QUAD   -  BOULDER LAKE (1978)
 NS0128
 NS0128                         *CURRENT SURVEY CONTROL
 NS0128  ___________________________________________________________________
 NS0128* NAD 83(1986)-  42 46 02.     (N)    109 44 38.     (W)     SCALED    
 NS0128* NAVD 88     -      2140.88   (meters)    7023.9    (feet)  RESET     
 NS0128  ___________________________________________________________________
 NS0128  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 NS0128
 NS0128  VERT ORDER  -  THIRD
 NS0128
 NS0128.The horizontal coordinates were scaled from a topographic map and have
 NS0128.an estimated accuracy of +/- 6 seconds.
 NS0128
 NS0128.The orthometric height was computed from unverified reset data.
 NS0128.No vertical observational check was made to the station.
 NS0128
 NS0128.The geoid height was determined by GEOID03.
 NS0128
 NS0128;                    North         East    Units  Estimated Accuracy
 NS0128;SPC WY W     -   351,850.      827,780.      MT  (+/- 180 meters Scaled)
 NS0128
 NS0128                          SUPERSEDED SURVEY CONTROL
 NS0128
 NS0128  NGVD 29 (??/??/??) 2139.46   (m)         7019.2    (f) RESET       3  
 NS0128
 NS0128.Superseded values are not recommended for survey control.
 NS0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0128.See file dsdata.txt to determine how the superseded data were derived.
 NS0128
 NS0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN027357(NAD 83)
 NS0128_MARKER: DB = BENCH MARK DISK
 NS0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0128_STAMPING: C 44 RESET 1935
 NS0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0128+STABILITY: SURFACE MOTION
 NS0128
 NS0128  HISTORY     - Date     Condition        Report By
 NS0128  HISTORY     - 1935     MONUMENTED       WYHD
 NS0128
 NS0128                          STATION DESCRIPTION
 NS0128
 NS0128'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1935
 NS0128'IN BOULDER.
 NS0128'A STANDARD DISK, STAMPED C 44 RESET 1935 AND SET IN THE TOP OF A
 NS0128'CONCRETE POST 36.8 FEET WEST OF THE ORIGINAL LOCATION OF BENCH MARK C
 NS0128'44 DESCRIDBED ON PAGE 2 OF THIS LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0044 ***********************************************************************
 OX0044  DESIGNATION -  C 45 RESET
 OX0044  PID         -  OX0044
 OX0044  STATE/COUNTY-  WY/SUBLETTE
 OX0044  USGS QUAD   -  SIGNAL HILL (1982)
 OX0044
 OX0044                         *CURRENT SURVEY CONTROL
 OX0044  ___________________________________________________________________
 OX0044* NAD 83(1986)-  43 07 08.     (N)    110 10 46.     (W)     SCALED    
 OX0044* NAVD 88     -      2390.72   (+/-2cm)    7843.6    (feet)  VERTCON   
 OX0044  ___________________________________________________________________
 OX0044  GEOID HEIGHT-         -10.59  (meters)                     GEOID03
 OX0044
 OX0044  VERT ORDER  -  THIRD (See Below)
 OX0044
 OX0044.The horizontal coordinates were scaled from a topographic map and have
 OX0044.an estimated accuracy of +/- 6 seconds.
 OX0044
 OX0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0044.The vertical order pertains to the NGVD 29 superseded value.
 OX0044
 OX0044.The geoid height was determined by GEOID03.
 OX0044
 OX0044;                    North         East    Units  Estimated Accuracy
 OX0044;SPC WY W     -   390,870.      792,180.      MT  (+/- 180 meters Scaled)
 OX0044
 OX0044                          SUPERSEDED SURVEY CONTROL
 OX0044
 OX0044  NGVD 29 (03/28/06) 2389.15   (m)         7838.4    (f) RESET       3  
 OX0044
 OX0044.Superseded values are not recommended for survey control.
 OX0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0044.See file dsdata.txt to determine how the superseded data were derived.
 OX0044
 OX0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN667743(NAD 83)
 OX0044_MARKER: DB = BENCH MARK DISK
 OX0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0044_STAMPING: C 45 RESET 1971
 OX0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0044+STABILITY: SURFACE MOTION
 OX0044
 OX0044  HISTORY     - Date     Condition        Report By
 OX0044  HISTORY     - 1971     MONUMENTED       WYHD
 OX0044
 OX0044                          STATION DESCRIPTION
 OX0044
 OX0044'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1971
 OX0044'27.7 MI NW FROM PINEDALE.
 OX0044'ABOUT 27.7 MILES NORTHWEST ALONG U. S. HIGHWAY 187 FROM THE COURT
 OX0044'HOUSE AT PINEDALE, 16.8 MILES NORTHWEST OF THE JUNCTION OF STATE
 OX0044'HIGHWAY 287, 1.6 MILES SOUTHEAST OF THE SOUTH ENTRANCE TO THE TETON
 OX0044'NATIONAL FOREST, ABOUT 0.6 MILE WEST OF THE BRIDGE OVER NORTH BEAVER
 OX0044'CREEK, 98 FEET LEFT OF HIGHWAY STATION 44+00 OF STATE HIGHWAY PROJECT
 OX0044'SCP 6450, AT A JOG IN THE RIGHT-OF-WAY FENCE AND ON THE NORTHEAST SIDE
 OX0044'OF THE HIGHWAY, ABOUT 400 FEET SOUTHEAST OF HISTORICAL MARKER ASTORIAN
 OX0044'INCIDENT, NEAR MILEPOST 128 ON U. S. HIGHWAY 187-189 AND SET IN THE
 OX0044'TOP OF A CONCRETE POST.  NOTE-- THIS MARK WAS SET AT THE SAME
 OX0044'ELEVATION AS THE ORIGINAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0077 ***********************************************************************
 OX0077  DESIGNATION -  C 46
 OX0077  PID         -  OX0077
 OX0077  STATE/COUNTY-  WY/TETON
 OX0077  USGS QUAD   -  CAMP DAVIS (1996)
 OX0077
 OX0077                         *CURRENT SURVEY CONTROL
 OX0077  ___________________________________________________________________
 OX0077* NAD 83(1986)-  43 21 50.     (N)    110 43 27.     (W)     SCALED    
 OX0077* NAVD 88     -      1826.472  (meters)    5992.35   (feet)  ADJUSTED  
 OX0077  ___________________________________________________________________
 OX0077  GEOID HEIGHT-         -10.00  (meters)                     GEOID03
 OX0077  DYNAMIC HT  -        1825.240 (meters)    5988.31  (feet)  COMP
 OX0077  MODELED GRAV-     979,881.1   (mgal)                       NAVD 88
 OX0077
 OX0077  VERT ORDER  -  FIRST     CLASS II
 OX0077
 OX0077.The horizontal coordinates were scaled from a topographic map and have
 OX0077.an estimated accuracy of +/- 6 seconds.
 OX0077
 OX0077.The orthometric height was determined by differential leveling
 OX0077.and adjusted by the National Geodetic Survey in June 1991..
 OX0077
 OX0077.The geoid height was determined by GEOID03.
 OX0077
 OX0077.The dynamic height is computed by dividing the NAVD 88
 OX0077.geopotential number by the normal gravity value computed on the
 OX0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0077.degrees latitude (g = 980.6199 gals.).
 OX0077
 OX0077.The modeled gravity was interpolated from observed gravity values.
 OX0077
 OX0077;                    North         East    Units  Estimated Accuracy
 OX0077;SPC WY W     -   418,280.      748,060.      MT  (+/- 180 meters Scaled)
 OX0077
 OX0077                          SUPERSEDED SURVEY CONTROL
 OX0077
 OX0077  NGVD 29 (??/??/92) 1825.188  (m)         5988.14   (f) ADJ UNCH    1 2
 OX0077
 OX0077.Superseded values are not recommended for survey control.
 OX0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0077.See file dsdata.txt to determine how the superseded data were derived.
 OX0077
 OX0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP223012(NAD 83)
 OX0077_MARKER: DB = BENCH MARK DISK
 OX0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0077_STAMPING: C 46 1934
 OX0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0077+STABILITY: SURFACE MOTION
 OX0077
 OX0077  HISTORY     - Date     Condition        Report By
 OX0077  HISTORY     - 1934     MONUMENTED       CGS
 OX0077  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0077
 OX0077                          STATION DESCRIPTION
 OX0077
 OX0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0077'10.4 MI S FROM JACKSON.
 OX0077'10.4 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0077'ABOUT 0.4 MILE SOUTH OF A SCHOOLHOUSE, 75.0 FEET NORTHEAST OF THE
 OX0077'CENTER OF THE JUNCTION WITH THE T-ROAD LEADING TO THE W.A. SCOTT
 OX0077'RANCH, 54.0 FEET SOUTHEAST OF A CONCRETE CULVERT OVER PORCUPINE CREEK,
 OX0077'29.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 49.0 FEET EAST OF
 OX0077'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 46 1934
 OX0077'AND SET IN THE TOP OF A CONCRETE POST.
 OX0077
 OX0077                          STATION RECOVERY (1965)
 OX0077
 OX0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0090 ***********************************************************************
 OW0090  DESIGNATION -  C 48
 OW0090  PID         -  OW0090
 OW0090  STATE/COUNTY-  WY/FREMONT
 OW0090  USGS QUAD   -  ARGO BUTTE (1978)
 OW0090
 OW0090                         *CURRENT SURVEY CONTROL
 OW0090  ___________________________________________________________________
 OW0090* NAD 83(1986)-  43 14 00.     (N)    108 55 44.     (W)     SCALED    
 OW0090* NAVD 88     -      1708.536  (meters)    5605.42   (feet)  ADJUSTED  
 OW0090  ___________________________________________________________________
 OW0090  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OW0090  DYNAMIC HT  -        1707.415 (meters)    5601.74  (feet)  COMP
 OW0090  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 OW0090
 OW0090  VERT ORDER  -  SECOND    CLASS 0
 OW0090
 OW0090.The horizontal coordinates were scaled from a topographic map and have
 OW0090.an estimated accuracy of +/- 6 seconds.
 OW0090
 OW0090.The orthometric height was determined by differential leveling
 OW0090.and adjusted by the National Geodetic Survey in June 1991..
 OW0090
 OW0090.The geoid height was determined by GEOID03.
 OW0090
 OW0090.The dynamic height is computed by dividing the NAVD 88
 OW0090.geopotential number by the normal gravity value computed on the
 OW0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0090.degrees latitude (g = 980.6199 gals.).
 OW0090
 OW0090.The modeled gravity was interpolated from observed gravity values.
 OW0090
 OW0090;                    North         East    Units  Estimated Accuracy
 OW0090;SPC WYWC     -   303,590.      585,470.      MT  (+/- 180 meters Scaled)
 OW0090
 OW0090                          SUPERSEDED SURVEY CONTROL
 OW0090
 OW0090  NGVD 29 (??/??/92) 1707.507  (m)         5602.05   (f) ADJ UNCH    2 0
 OW0090
 OW0090.Superseded values are not recommended for survey control.
 OW0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0090.See file dsdata.txt to determine how the superseded data were derived.
 OW0090
 OW0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN681888(NAD 83)
 OW0090_MARKER: DB = BENCH MARK DISK
 OW0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0090_SP_SET: CULVERT
 OW0090_STAMPING: C 48 1934
 OW0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0090
 OW0090  HISTORY     - Date     Condition        Report By
 OW0090  HISTORY     - 1934     MONUMENTED       CGS
 OW0090
 OW0090                          STATION DESCRIPTION
 OW0090
 OW0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0090'51.5 MI E FROM DUBOIS.
 OW0090'ABOUT 51.5 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0090'DUBOIS, FREMONT COUNTY, ABOUT 31.5 MILES WEST OF RIVERTON, AT A
 OW0090'CONCRETE CULVERT, IN THE TOP OF THE NORTH HEAD WALL, 15.5 FEET NORTH
 OW0090'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2.0 FEET LOWER THAN THE
 OW0090'HIGHWAY.  A STANDARD DISK, STAMPED C 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0042 ***********************************************************************
 OW0042  DESIGNATION -  C 49
 OW0042  PID         -  OW0042
 OW0042  STATE/COUNTY-  WY/HOT SPRINGS
 OW0042  USGS QUAD   -  THOMPSON RESERVOIRS (1965)
 OW0042
 OW0042                         *CURRENT SURVEY CONTROL
 OW0042  ___________________________________________________________________
 OW0042* NAD 83(1986)-  43 42 34.     (N)    108 26 01.     (W)     SCALED    
 OW0042* NAVD 88     -      1506.734  (meters)    4943.34   (feet)  ADJUSTED  
 OW0042  ___________________________________________________________________
 OW0042  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 OW0042  DYNAMIC HT  -        1505.911 (meters)    4940.64  (feet)  COMP
 OW0042  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 OW0042
 OW0042  VERT ORDER  -  SECOND    CLASS 0
 OW0042
 OW0042.The horizontal coordinates were scaled from a topographic map and have
 OW0042.an estimated accuracy of +/- 6 seconds.
 OW0042
 OW0042.The orthometric height was determined by differential leveling
 OW0042.and adjusted by the National Geodetic Survey in June 1991..
 OW0042
 OW0042.The geoid height was determined by GEOID03.
 OW0042
 OW0042.The dynamic height is computed by dividing the NAVD 88
 OW0042.geopotential number by the normal gravity value computed on the
 OW0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0042.degrees latitude (g = 980.6199 gals.).
 OW0042
 OW0042.The modeled gravity was interpolated from observed gravity values.
 OW0042
 OW0042;                    North         East    Units  Estimated Accuracy
 OW0042;SPC WYWC     -   356,520.      625,500.      MT  (+/- 180 meters Scaled)
 OW0042
 OW0042                          SUPERSEDED SURVEY CONTROL
 OW0042
 OW0042  NGVD 29 (??/??/92) 1505.847  (m)         4940.43   (f) ADJ UNCH    2 0
 OW0042
 OW0042.Superseded values are not recommended for survey control.
 OW0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0042.See file dsdata.txt to determine how the superseded data were derived.
 OW0042
 OW0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP067428(NAD 83)
 OW0042_MARKER: DB = BENCH MARK DISK
 OW0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0042_STAMPING: C 49 1934
 OW0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0042+STABILITY: SURFACE MOTION
 OW0042
 OW0042  HISTORY     - Date     Condition        Report By
 OW0042  HISTORY     - 1934     MONUMENTED       CGS
 OW0042
 OW0042                          STATION DESCRIPTION
 OW0042
 OW0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0042'13.4 MI W FROM THERMOPOLIS.
 OW0042'ABOUT 13.4 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0042'THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 0.5 MILE NORTH OF THE JUNCTION
 OW0042'OF A DIRT ROAD LEADING TO HAMILTON DOME, ABOUT 0.2 MILE SOUTH OF A
 OW0042'RIGHT-ANGLE TURN TO THE WEST, 48 FEET WEST OF THE CENTER LINE OF THE
 OW0042'HIGHWAY, 12 FEET NORTH OF THE CENTER LINE OF AN IRRIGATION DITCH, 16
 OW0042'FEET WEST OF A RIGHT-OF-WAY FENCE, 2 FEET NORTH OF THE EAST-AND-WEST
 OW0042'FENCE LINE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 OW0042'STAMPED C 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0016 ***********************************************************************
 NT0016  DESIGNATION -  C 50
 NT0016  PID         -  NT0016
 NT0016  STATE/COUNTY-  WY/SUBLETTE
 NT0016  USGS QUAD   -  DANIEL (1970)
 NT0016
 NT0016                         *CURRENT SURVEY CONTROL
 NT0016  ___________________________________________________________________
 NT0016* NAD 83(1986)-  42 48 45.     (N)    110 02 49.     (W)     SCALED    
 NT0016* NAVD 88     -      2212.575  (meters)    7259.09   (feet)  ADJUSTED  
 NT0016  ___________________________________________________________________
 NT0016  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 NT0016  DYNAMIC HT  -        2210.792 (meters)    7253.24  (feet)  COMP
 NT0016  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 NT0016
 NT0016  VERT ORDER  -  SECOND    CLASS 0
 NT0016
 NT0016.The horizontal coordinates were scaled from a topographic map and have
 NT0016.an estimated accuracy of +/- 6 seconds.
 NT0016
 NT0016.The orthometric height was determined by differential leveling
 NT0016.and adjusted by the National Geodetic Survey in June 1991..
 NT0016
 NT0016.The geoid height was determined by GEOID03.
 NT0016
 NT0016.The dynamic height is computed by dividing the NAVD 88
 NT0016.geopotential number by the normal gravity value computed on the
 NT0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0016.degrees latitude (g = 980.6199 gals.).
 NT0016
 NT0016.The modeled gravity was interpolated from observed gravity values.
 NT0016
 NT0016;                    North         East    Units  Estimated Accuracy
 NT0016;SPC WY W     -   356,830.      802,980.      MT  (+/- 180 meters Scaled)
 NT0016
 NT0016                          SUPERSEDED SURVEY CONTROL
 NT0016
 NT0016  NGVD 29 (??/??/92) 2211.164  (m)         7254.46   (f) ADJ UNCH    2 0
 NT0016
 NT0016.Superseded values are not recommended for survey control.
 NT0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0016.See file dsdata.txt to determine how the superseded data were derived.
 NT0016
 NT0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN779404(NAD 83)
 NT0016_MARKER: DB = BENCH MARK DISK
 NT0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0016_SP_SET: DRAIN
 NT0016_STAMPING: C 50 1934
 NT0016_MARK LOGO: CGS   
 NT0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0016
 NT0016  HISTORY     - Date     Condition        Report By
 NT0016  HISTORY     - 1934     MONUMENTED       CGS
 NT0016  HISTORY     - 1970     GOOD             NGS
 NT0016  HISTORY     - 1989     MARK NOT FOUND   WYHD
 NT0016  HISTORY     - 19891113 GOOD             WYDT
 NT0016
 NT0016                          STATION DESCRIPTION
 NT0016
 NT0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NT0016'4.2 MI S FROM DANIEL.
 NT0016'TO REACH FROM POST OFFICE IN DANIEL, WYO., TAKE US HIGHWAY 189 SOUTH
 NT0016'FOR 4.2 MILES TO TO ROAD AT DRAIN.  MARK IS LOCATED 700 FEET SOUTHEAST
 NT0016'OF ROAD AT DRAIN, ALONG OLD HIGHWAY.  IT IS ABOUT 225 FEET SOUTH OF A
 NT0016'WASHED OUT BRIDGE AND 53 FEET EAST OF THE OLD CENTERLINE. IT IS ABOUT
 NT0016'5 FEET HIGHER THAN OLD HIGHWAY.
 NT0016
 NT0016                          STATION RECOVERY (1989)
 NT0016
 NT0016'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1989 (SVW)
 NT0016'MARK NOT FOUND.
 NT0016
 NT0016                          STATION RECOVERY (1989)
 NT0016
 NT0016'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1989 (SVW)
 NT0016'RECOVERED AS DESCRIBED.  HIGHWAY DESCRIBED IS OLD HIGHWAY.  NEW
 NT0016'HIGHWAY (STILL US 189) IS APPROXIMATELY 500 FEET (152.4 M) WESTERLY OF
 NT0016'MONUMENT.  SET STEEL POST 1 FOOT (0.3 M) WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0235 ***********************************************************************
 MR0235  DESIGNATION -  C 52
 MR0235  PID         -  MR0235
 MR0235  STATE/COUNTY-  WY/LINCOLN
 MR0235  USGS QUAD   -  KEMMERER (1985)
 MR0235
 MR0235                         *CURRENT SURVEY CONTROL
 MR0235  ___________________________________________________________________
 MR0235* NAD 83(1986)-  41 45 07.     (N)    110 31 58.     (W)     SCALED    
 MR0235* NAVD 88     -      2089.353  (meters)    6854.82   (feet)  ADJUSTED  
 MR0235  ___________________________________________________________________
 MR0235  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MR0235  DYNAMIC HT  -        2087.544 (meters)    6848.88  (feet)  COMP
 MR0235  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 MR0235
 MR0235  VERT ORDER  -  SECOND    CLASS 0
 MR0235
 MR0235.The horizontal coordinates were scaled from a topographic map and have
 MR0235.an estimated accuracy of +/- 6 seconds.
 MR0235
 MR0235.The orthometric height was determined by differential leveling
 MR0235.and adjusted by the National Geodetic Survey in June 1991..
 MR0235
 MR0235.The geoid height was determined by GEOID03.
 MR0235
 MR0235.The dynamic height is computed by dividing the NAVD 88
 MR0235.geopotential number by the normal gravity value computed on the
 MR0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0235.degrees latitude (g = 980.6199 gals.).
 MR0235
 MR0235.The modeled gravity was interpolated from observed gravity values.
 MR0235
 MR0235;                    North         East    Units  Estimated Accuracy
 MR0235;SPC WY W     -   239,130.      762,620.      MT  (+/- 180 meters Scaled)
 MR0235
 MR0235                          SUPERSEDED SURVEY CONTROL
 MR0235
 MR0235  NGVD 29 (??/??/92) 2087.970  (m)         6850.28   (f) ADJ UNCH    2 0
 MR0235
 MR0235.Superseded values are not recommended for survey control.
 MR0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0235.See file dsdata.txt to determine how the superseded data were derived.
 MR0235
 MR0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM388223(NAD 83)
 MR0235_MARKER: DB = BENCH MARK DISK
 MR0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0235_SP_SET: ABUTMENT
 MR0235_STAMPING: C 52 1934
 MR0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0235
 MR0235  HISTORY     - Date     Condition        Report By
 MR0235  HISTORY     - 1934     MONUMENTED       CGS
 MR0235  HISTORY     - 1960     GOOD             NGS
 MR0235
 MR0235                          STATION DESCRIPTION
 MR0235
 MR0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MR0235'3 MI E FROM KEMMERER.
 MR0235'ALONG THE UNION PACIFIC RAILROAD BETWEEN KEMMERER AND OPAL, 1410 FEET
 MR0235'EAST OF MILE POST 37 BY RAIL, 2 MILES SOUTHEAST OF DIAMONDVILLE, 0.1
 MR0235'MILES SOUTHWEST OF MINE NO. 2, 8.4 FEET SOUTH OF SOUTH RAIL.  THE MARK
 MR0235'IS SET HORIZONTALLY IN THE SOUTH END OF WEST CONCRETE ABUTMENT OF
 MR0235'BRIDGE NO. 36.72 AND IS ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
 MR0235'NOTE-- REPORT 26 APRIL 1960.  SHOULD READ IN THE TOP OF THE EAST END
 MR0235'OF THE SOUTH CONCRETE ABUTMENT, 8.4 FEET EAST OF THE EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0106 ***********************************************************************
 OU0106  DESIGNATION -  C 53
 OU0106  PID         -  OU0106
 OU0106  STATE/COUNTY-  WY/NIOBRARA
 OU0106  USGS QUAD   -  MULE CREEK SE (1978)
 OU0106
 OU0106                         *CURRENT SURVEY CONTROL
 OU0106  ___________________________________________________________________
 OU0106* NAD 83(1986)-  43 18 34.     (N)    104 07 21.     (W)     SCALED    
 OU0106* NAVD 88     -      1248.962  (meters)    4097.64   (feet)  ADJUSTED  
 OU0106  ___________________________________________________________________
 OU0106  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 OU0106  DYNAMIC HT  -        1248.396 (meters)    4095.78  (feet)  COMP
 OU0106  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 OU0106
 OU0106  VERT ORDER  -  SECOND    CLASS 0
 OU0106
 OU0106.The horizontal coordinates were scaled from a topographic map and have
 OU0106.an estimated accuracy of +/- 6 seconds.
 OU0106
 OU0106.The orthometric height was determined by differential leveling
 OU0106.and adjusted by the National Geodetic Survey in June 1991..
 OU0106
 OU0106.The geoid height was determined by GEOID03.
 OU0106
 OU0106.The dynamic height is computed by dividing the NAVD 88
 OU0106.geopotential number by the normal gravity value computed on the
 OU0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0106.degrees latitude (g = 980.6199 gals.).
 OU0106
 OU0106.The modeled gravity was interpolated from observed gravity values.
 OU0106
 OU0106;                    North         East    Units  Estimated Accuracy
 OU0106;SPC WY E     -   312,560.      284,710.      MT  (+/- 180 meters Scaled)
 OU0106
 OU0106                          SUPERSEDED SURVEY CONTROL
 OU0106
 OU0106  NGVD 29 (??/??/92) 1248.367  (m)         4095.68   (f) ADJ UNCH    2 0
 OU0106
 OU0106.Superseded values are not recommended for survey control.
 OU0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0106.See file dsdata.txt to determine how the superseded data were derived.
 OU0106
 OU0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH711955(NAD 83)
 OU0106_MARKER: DB = BENCH MARK DISK
 OU0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0106_STAMPING: C 53 1934
 OU0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0106+STABILITY: SURFACE MOTION
 OU0106
 OU0106  HISTORY     - Date     Condition        Report By
 OU0106  HISTORY     - 1934     MONUMENTED       CGS
 OU0106  HISTORY     - 1974     MARK NOT FOUND   USGS
 OU0106
 OU0106                          STATION DESCRIPTION
 OU0106
 OU0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0106'15.7 MI W FROM EDGEMONT.
 OU0106'IN NIOBRARA COUNTY, WYOMING, 15.7 MILES WEST ALONG U.S. HIGHWAY
 OU0106'18 FROM THE POST OFFICE AT EDGEMONT, FALL RIVER COUNTY, SOUTH
 OU0106'DAKOTA, THENCE 0.2 MILE SOUTH ALONG U.S. HIGHWAY 85, 47 FEET
 OU0106'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF THE
 OU0106'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 53 1934 AND SET
 OU0106'IN THE TOP OF A CONCRETE POST.
 OU0106
 OU0106                          STATION RECOVERY (1974)
 OU0106
 OU0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OU0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0052 ***********************************************************************
 NQ0052  DESIGNATION -  C 54
 NQ0052  PID         -  NQ0052
 NQ0052  STATE/COUNTY-  WY/NIOBRARA
 NQ0052  USGS QUAD   -  LUSK (1981)
 NQ0052
 NQ0052                         *CURRENT SURVEY CONTROL
 NQ0052  ___________________________________________________________________
 NQ0052* NAD 83(1986)-  42 48 51.     (N)    104 25 45.     (W)     SCALED    
 NQ0052* NAVD 88     -      1549.542  (meters)    5083.79   (feet)  ADJUSTED  
 NQ0052  ___________________________________________________________________
 NQ0052  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NQ0052  DYNAMIC HT  -        1548.680 (meters)    5080.96  (feet)  COMP
 NQ0052  MODELED GRAV-     980,008.4   (mgal)                       NAVD 88
 NQ0052
 NQ0052  VERT ORDER  -  SECOND    CLASS 0
 NQ0052
 NQ0052.The horizontal coordinates were scaled from a topographic map and have
 NQ0052.an estimated accuracy of +/- 6 seconds.
 NQ0052
 NQ0052.The orthometric height was determined by differential leveling
 NQ0052.and adjusted by the National Geodetic Survey in June 1991..
 NQ0052
 NQ0052.The geoid height was determined by GEOID03.
 NQ0052
 NQ0052.The dynamic height is computed by dividing the NAVD 88
 NQ0052.geopotential number by the normal gravity value computed on the
 NQ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0052.degrees latitude (g = 980.6199 gals.).
 NQ0052
 NQ0052.The modeled gravity was interpolated from observed gravity values.
 NQ0052
 NQ0052;                    North         East    Units  Estimated Accuracy
 NQ0052;SPC WY E     -   257,270.      260,310.      MT  (+/- 180 meters Scaled)
 NQ0052
 NQ0052                          SUPERSEDED SURVEY CONTROL
 NQ0052
 NQ0052  NGVD 29 (??/??/92) 1548.844  (m)         5081.50   (f) ADJ UNCH    2 0
 NQ0052
 NQ0052.Superseded values are not recommended for survey control.
 NQ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0052.See file dsdata.txt to determine how the superseded data were derived.
 NQ0052
 NQ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH466403(NAD 83)
 NQ0052_MARKER: DB = BENCH MARK DISK
 NQ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0052_STAMPING: C 54 1934
 NQ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0052+STABILITY: SURFACE MOTION
 NQ0052
 NQ0052  HISTORY     - Date     Condition        Report By
 NQ0052  HISTORY     - 1934     MONUMENTED       CGS
 NQ0052  HISTORY     - 1941     GOOD             NGS
 NQ0052  HISTORY     - 1976     GOOD             USGS
 NQ0052
 NQ0052                          STATION DESCRIPTION
 NQ0052
 NQ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0052'4 MI N FROM LUSK.
 NQ0052'4.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 NQ0052'AT LUSK, NIOBRARA COUNTY, 32.5 FEET NORTH OF A POLE, 50 FEET WEST
 NQ0052'OF THE CENTERLINE OF THE HIGHWAY, AND 4.5 FEET SOUTH OF THE
 NQ0052'CORNER POST AT A JOG IN THE FENCE.  A STANDARD DISK, STAMPED C 54
 NQ0052'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NQ0052
 NQ0052                          STATION RECOVERY (1976)
 NQ0052
 NQ0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NQ0052'A NEW DESCRIPTION FOLLOWS DUE TO ROAD CHANGES. TO REACH FROM THE
 NQ0052'RAILROAD STATION IN LUSK GO NORTH ON U.S. HIGHWAY 85 FOR 3.8 MILES TO
 NQ0052'A DIRT SIDE ROAD LEFT. TURN LEFT AND GO WEST FOR ABOUT 200 FEET TO
 NQ0052'THE OLD HIGHWAY ROADBED. TURN RIGHT AND FOLLOW THE OLD HIGHWAY ROAD
 NQ0052'BED FOR ABOUT 0.05 MILE TO THE MARK ON THE LEFT. THE MARK IS A
 NQ0052'STANDARD DISK SET IN THE TOP OF A SIX INCH SQUARE CONCRETE POST
 NQ0052'PROJECTING ABOUT 1 FOOT. IT IS 373 FEET NORTHEAST ALONG THE OLD ROAD
 NQ0052'BED FROM THE GATE IN THE RIGHT OF WAY FENCE, 53 FEET WEST OF THE
 NQ0052'CENTERLINE OF THE OLD HIGHWAY AND 32.5 FEET NORTH OF A POWER POLE.
 NQ0052'THE MARK IS STAMPED C 54 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0190 ***********************************************************************
 OU0190  DESIGNATION -  C 56
 OU0190  PID         -  OU0190
 OU0190  STATE/COUNTY-  WY/WESTON
 OU0190  USGS QUAD   -  CLARETON (1982)
 OU0190
 OU0190                         *CURRENT SURVEY CONTROL
 OU0190  ___________________________________________________________________
 OU0190* NAD 83(1986)-  43 38 18.     (N)    104 41 59.     (W)     SCALED    
 OU0190* NAVD 88     -      1296.597  (meters)    4253.92   (feet)  ADJUSTED  
 OU0190  ___________________________________________________________________
 OU0190  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 OU0190  DYNAMIC HT  -        1295.962 (meters)    4251.84  (feet)  COMP
 OU0190  MODELED GRAV-     980,085.0   (mgal)                       NAVD 88
 OU0190
 OU0190  VERT ORDER  -  SECOND    CLASS 0
 OU0190
 OU0190.The horizontal coordinates were scaled from a topographic map and have
 OU0190.an estimated accuracy of +/- 6 seconds.
 OU0190
 OU0190.The orthometric height was determined by differential leveling
 OU0190.and adjusted by the National Geodetic Survey in June 1991..
 OU0190
 OU0190.The geoid height was determined by GEOID03.
 OU0190
 OU0190.The dynamic height is computed by dividing the NAVD 88
 OU0190.geopotential number by the normal gravity value computed on the
 OU0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0190.degrees latitude (g = 980.6199 gals.).
 OU0190
 OU0190.The modeled gravity was interpolated from observed gravity values.
 OU0190
 OU0190;                    North         East    Units  Estimated Accuracy
 OU0190;SPC WY E     -   348,670.      237,680.      MT  (+/- 180 meters Scaled)
 OU0190
 OU0190                          SUPERSEDED SURVEY CONTROL
 OU0190
 OU0190  NGVD 29 (??/??/92) 1295.891  (m)         4251.60   (f) ADJ UNCH    2 0
 OU0190
 OU0190.Superseded values are not recommended for survey control.
 OU0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0190.See file dsdata.txt to determine how the superseded data were derived.
 OU0190
 OU0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ242317(NAD 83)
 OU0190_MARKER: DB = BENCH MARK DISK
 OU0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0190_STAMPING: C-56 1934
 OU0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0190+STABILITY: SURFACE MOTION
 OU0190
 OU0190  HISTORY     - Date     Condition        Report By
 OU0190  HISTORY     - 1934     MONUMENTED       CGS
 OU0190  HISTORY     - 1938     GOOD             NGS
 OU0190  HISTORY     - 1975     MARK NOT FOUND   USGS
 OU0190
 OU0190                          STATION DESCRIPTION
 OU0190
 OU0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OU0190'4 MI SW FROM CLARETON.
 OU0190'ALONG THE HIGHWAY BETWEEN NEWCASTLE AND HAMPSHIRE, 4.6 MILES
 OU0190'NORTH OF HAMPSHIRE AND 4 MILES SOUTHWEST OF CLARETON, 40 FEET
 OU0190'WEST OF CENTERLINE HWY. AND 8 FEET SOUTH OF SOUTH END OF GATE.
 OU0190'A STANDARD TABLET SET IN TOP OF A PRECAST CONCRETE POST.
 OU0190
 OU0190                          STATION RECOVERY (1975)
 OU0190
 OU0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OU0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0215 ***********************************************************************
 OU0215  DESIGNATION -  C 57
 OU0215  PID         -  OU0215
 OU0215  STATE/COUNTY-  WY/CONVERSE
 OU0215  USGS QUAD   -  TIN CAN LAKE (1971)
 OU0215
 OU0215                         *CURRENT SURVEY CONTROL
 OU0215  ___________________________________________________________________
 OU0215* NAD 83(1986)-  43 16 32.     (N)    105 09 30.     (W)     SCALED    
 OU0215* NAVD 88     -      1444.307  (meters)    4738.53   (feet)  ADJUSTED  
 OU0215  ___________________________________________________________________
 OU0215  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 OU0215  DYNAMIC HT  -        1443.518 (meters)    4735.94  (feet)  COMP
 OU0215  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 OU0215
 OU0215  VERT ORDER  -  SECOND    CLASS 0
 OU0215
 OU0215.The horizontal coordinates were scaled from a topographic map and have
 OU0215.an estimated accuracy of +/- 6 seconds.
 OU0215
 OU0215.The orthometric height was determined by differential leveling
 OU0215.and adjusted by the National Geodetic Survey in June 1991..
 OU0215
 OU0215.The geoid height was determined by GEOID03.
 OU0215
 OU0215.The dynamic height is computed by dividing the NAVD 88
 OU0215.geopotential number by the normal gravity value computed on the
 OU0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0215.degrees latitude (g = 980.6199 gals.).
 OU0215
 OU0215.The modeled gravity was interpolated from observed gravity values.
 OU0215
 OU0215;                    North         East    Units  Estimated Accuracy
 OU0215;SPC WY E     -   308,270.      200,680.      MT  (+/- 180 meters Scaled)
 OU0215
 OU0215                          SUPERSEDED SURVEY CONTROL
 OU0215
 OU0215  NGVD 29 (??/??/92) 1443.526  (m)         4735.97   (f) ADJ UNCH    2 0
 OU0215
 OU0215.Superseded values are not recommended for survey control.
 OU0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0215.See file dsdata.txt to determine how the superseded data were derived.
 OU0215
 OU0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH871914(NAD 83)
 OU0215_MARKER: DB = BENCH MARK DISK
 OU0215_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OU0215_SP_SET: PREFAB CONC. POST IN EARTH
 OU0215_STAMPING: C 57 1934
 OU0215_MARK LOGO: CGS   
 OU0215_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OU0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0215
 OU0215  HISTORY     - Date     Condition        Report By
 OU0215  HISTORY     - 1934     MONUMENTED       CGS
 OU0215  HISTORY     - 19700624 GOOD             USGS
 OU0215
 OU0215                          STATION DESCRIPTION
 OU0215
 OU0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0215'8 MI NE FROM DRY CREEK.
 OU0215'2 MILES NORTH ALONG STATE HIGHWAY 387 FROM THE COMMUNITY CENTER
 OU0215'AT DRY CREEK, CONVERSE COUNTY, THENCE ABOUT 6 MILES EAST ALONG
 OU0215'THE ROAD LEADING TO DULL CENTER, ABOUT 200 FEET WEST OF THE
 OU0215'JUNCTION OF A ROAD, 37 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 OU0215'AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OU0215'STAMPED C 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OU0215'NOTE-- THE COMMUNITY OF DRY CREEK IS NOW KNOWN AS BILL.
 OU0215
 OU0215                          STATION RECOVERY (1970)
 OU0215
 OU0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 OU0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0207 ***********************************************************************
 OU0207  DESIGNATION -  C 58
 OU0207  PID         -  OU0207
 OU0207  STATE/COUNTY-  WY/CAMPBELL
 OU0207  USGS QUAD   -  RATTLESNAKE DRAW (1984)
 OU0207
 OU0207                         *CURRENT SURVEY CONTROL
 OU0207  ___________________________________________________________________
 OU0207* NAD 83(1986)-  43 40 20.     (N)    105 30 16.     (W)     SCALED    
 OU0207* NAVD 88     -      1531.129  (meters)    5023.38   (feet)  ADJUSTED  
 OU0207  ___________________________________________________________________
 OU0207  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 OU0207  DYNAMIC HT  -        1530.300 (meters)    5020.66  (feet)  COMP
 OU0207  MODELED GRAV-     980,024.6   (mgal)                       NAVD 88
 OU0207
 OU0207  VERT ORDER  -  SECOND    CLASS 0
 OU0207
 OU0207.The horizontal coordinates were scaled from a topographic map and have
 OU0207.an estimated accuracy of +/- 6 seconds.
 OU0207
 OU0207.The orthometric height was determined by differential leveling
 OU0207.and adjusted by the National Geodetic Survey in June 1991..
 OU0207
 OU0207.The geoid height was determined by GEOID03.
 OU0207
 OU0207.The dynamic height is computed by dividing the NAVD 88
 OU0207.geopotential number by the normal gravity value computed on the
 OU0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0207.degrees latitude (g = 980.6199 gals.).
 OU0207
 OU0207.The modeled gravity was interpolated from observed gravity values.
 OU0207
 OU0207;                    North         East    Units  Estimated Accuracy
 OU0207;SPC WY E     -   352,390.      172,760.      MT  (+/- 180 meters Scaled)
 OU0207
 OU0207                          SUPERSEDED SURVEY CONTROL
 OU0207
 OU0207  NGVD 29 (??/??/92) 1530.32   (m)         5020.7    (f) COMPUTED    2 0
 OU0207
 OU0207.Superseded values are not recommended for survey control.
 OU0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0207.See file dsdata.txt to determine how the superseded data were derived.
 OU0207
 OU0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ593355(NAD 83)
 OU0207_MARKER: DB = BENCH MARK DISK
 OU0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0207_STAMPING: G 58 1934
 OU0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0207+STABILITY: SURFACE MOTION
 OU0207
 OU0207  HISTORY     - Date     Condition        Report By
 OU0207  HISTORY     - 1934     MONUMENTED       CGS
 OU0207  HISTORY     - 1960     GOOD             USGS
 OU0207
 OU0207                          STATION DESCRIPTION
 OU0207
 OU0207'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 OU0207'6 MI S FROM RENO JUNCTION.
 OU0207'ABOUT 6.0 MI. S. ALONG STATE HWY. 59 FROM RENO JUNCTION, THENCE
 OU0207'2.1 MI. W. ALONG RD. TO COSNER RANCH, THENCE 0.3 MI. S. ALONG
 OU0207'UNIMPROVED RD., NEAR 1/2 COR. BETWEEN SECS. 27 AND 28, T. 43 N.,
 OU0207'R 72 W., 48 FT. W. OF CENTER OF RD.  A STD. DISK STAMPED C 58 1934
 OU0207'AND SET IN TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0322 ***********************************************************************
 NQ0322  DESIGNATION -  C 59
 NQ0322  PID         -  NQ0322
 NQ0322  STATE/COUNTY-  WY/CONVERSE
 NQ0322  USGS QUAD   -  ANTELOPE CREEK (1973)
 NQ0322
 NQ0322                         *CURRENT SURVEY CONTROL
 NQ0322  ___________________________________________________________________
 NQ0322* NAD 83(1986)-  42 52 00.     (N)    105 16 21.     (W)     SCALED    
 NQ0322* NAVD 88     -      1625.926  (meters)    5334.39   (feet)  ADJUSTED  
 NQ0322  ___________________________________________________________________
 NQ0322  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NQ0322  DYNAMIC HT  -        1624.900 (meters)    5331.03  (feet)  COMP
 NQ0322  MODELED GRAV-     979,932.0   (mgal)                       NAVD 88
 NQ0322
 NQ0322  VERT ORDER  -  SECOND    CLASS 0
 NQ0322
 NQ0322.The horizontal coordinates were scaled from a topographic map and have
 NQ0322.an estimated accuracy of +/- 6 seconds.
 NQ0322
 NQ0322.The orthometric height was determined by differential leveling
 NQ0322.and adjusted by the National Geodetic Survey in June 1991..
 NQ0322
 NQ0322.The geoid height was determined by GEOID03.
 NQ0322
 NQ0322.The dynamic height is computed by dividing the NAVD 88
 NQ0322.geopotential number by the normal gravity value computed on the
 NQ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0322.degrees latitude (g = 980.6199 gals.).
 NQ0322
 NQ0322.The modeled gravity was interpolated from observed gravity values.
 NQ0322
 NQ0322;                    North         East    Units  Estimated Accuracy
 NQ0322;SPC WY E     -   262,850.      191,350.      MT  (+/- 180 meters Scaled)
 NQ0322
 NQ0322                          SUPERSEDED SURVEY CONTROL
 NQ0322
 NQ0322  NGVD 29 (??/??/92) 1625.06   (m)         5331.6    (f) COMPUTED    2 0
 NQ0322
 NQ0322.Superseded values are not recommended for survey control.
 NQ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0322.See file dsdata.txt to determine how the superseded data were derived.
 NQ0322
 NQ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH777460(NAD 83)
 NQ0322_MARKER: DB = BENCH MARK DISK
 NQ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0322_STAMPING: C 59 1934
 NQ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0322+STABILITY: SURFACE MOTION
 NQ0322
 NQ0322  HISTORY     - Date     Condition        Report By
 NQ0322  HISTORY     - 1934     MONUMENTED       CGS
 NQ0322  HISTORY     - 1949     GOOD             NGS
 NQ0322
 NQ0322                          STATION DESCRIPTION
 NQ0322
 NQ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0322'9.4 MI NE FROM DOUGLAS.
 NQ0322'ABOUT 9.4 MILES NORTHEAST ALONG STATE HIGHWAY 185 FROM THE POST
 NQ0322'OFFICE AT DOUGLAS, CONVERSE COUNTY, NEAR THE TOP OF HILLS, 97.5
 NQ0322'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 9.0 FEET NORTH OF
 NQ0322'THE NORTH GATEPOST OF A GATE IN THE WEST RIGHT-OF-WAY FENCE, AND
 NQ0322'2.5 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED C 59 1934
 NQ0322'AND SET IN THE TOP OF A CONCRETE POST.
 NQ0322
 NQ0322                          STATION RECOVERY (1949)
 NQ0322
 NQ0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NQ0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0133 ***********************************************************************
 MR0133  DESIGNATION -  C 6
 MR0133  PID         -  MR0133
 MR0133  STATE/COUNTY-  WY/UINTA
 MR0133  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0133
 MR0133                         *CURRENT SURVEY CONTROL
 MR0133  ___________________________________________________________________
 MR0133* NAD 83(1986)-  41 11 45.     (N)    110 47 22.     (W)     SCALED    
 MR0133* NAVD 88     -      2202.095  (meters)    7224.71   (feet)  ADJUSTED  
 MR0133  ___________________________________________________________________
 MR0133  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 MR0133  DYNAMIC HT  -        2200.014 (meters)    7217.88  (feet)  COMP
 MR0133  MODELED GRAV-     979,600.0   (mgal)                       NAVD 88
 MR0133
 MR0133  VERT ORDER  -  FIRST     CLASS II
 MR0133
 MR0133.The horizontal coordinates were scaled from a topographic map and have
 MR0133.an estimated accuracy of +/- 6 seconds.
 MR0133
 MR0133.The orthometric height was determined by differential leveling
 MR0133.and adjusted by the National Geodetic Survey in June 1991..
 MR0133.WARNING-Repeat measurements at this control monument indicate possible
 MR0133.vertical movement.
 MR0133
 MR0133.The geoid height was determined by GEOID03.
 MR0133
 MR0133.The dynamic height is computed by dividing the NAVD 88
 MR0133.geopotential number by the normal gravity value computed on the
 MR0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0133.degrees latitude (g = 980.6199 gals.).
 MR0133
 MR0133.The modeled gravity was interpolated from observed gravity values.
 MR0133
 MR0133;                    North         East    Units  Estimated Accuracy
 MR0133;SPC WY W     -   177,510.      740,770.      MT  (+/- 180 meters Scaled)
 MR0133
 MR0133                          SUPERSEDED SURVEY CONTROL
 MR0133
 MR0133  NGVD 29 (06/08/92) 2200.749  (m)         7220.29   (f) ADJUSTED    1 2
 MR0133
 MR0133.Superseded values are not recommended for survey control.
 MR0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0133.See file dsdata.txt to determine how the superseded data were derived.
 MR0133
 MR0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL176605(NAD 83)
 MR0133_MARKER: Q = CHISELED SQUARE
 MR0133_SETTING: 0 = UNSPECIFIED SETTING
 MR0133_MARK LOGO: CGS   
 MR0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0133
 MR0133  HISTORY     - Date     Condition        Report By
 MR0133  HISTORY     - 1903     MONUMENTED       CGS
 MR0133  HISTORY     - 1958     GOOD             NGS
 MR0133  HISTORY     - 1983     GOOD             NGS
 MR0133
 MR0133                          STATION DESCRIPTION
 MR0133
 MR0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0133'IN ALTAMONT.
 MR0133'AT ALTAMONT, ABOUT 0.2 MILE SOUTH OF THE UNION PACIFIC RAILROAD
 MR0133'STATION, 43 FEET NORTHEAST OF THE 9TH POLE NORTH OF MILEPOST 904, 207
 MR0133'FEET EAST OF THE EAST RAIL OF THE MAIN TRACKS, 3 FEET WEST OF THE
 MR0133'RIGHT OF WAY FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 10
 MR0133'FEET BELOW THE LEVEL OF THE TRACKS, THE BOTTOM OF A SQUARE HOLE
 MR0133'SURROUNDED BY THE LETTERS U.S.B.M. AND FLUSH WITH THE GROUND.
 MR0133
 MR0133                          STATION RECOVERY (1983)
 MR0133
 MR0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0158 ***********************************************************************
 PV0158  DESIGNATION -  C 60
 PV0158  PID         -  PV0158
 PV0158  STATE/COUNTY-  WY/CROOK
 PV0158  USGS QUAD   -  OSHOTO (1984)
 PV0158
 PV0158                         *CURRENT SURVEY CONTROL
 PV0158  ___________________________________________________________________
 PV0158* NAD 83(1986)-  44 35 15.     (N)    104 56 16.     (W)     SCALED    
 PV0158* NAVD 88     -      1252.984  (meters)    4110.83   (feet)  ADJUSTED  
 PV0158  ___________________________________________________________________
 PV0158  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 PV0158  DYNAMIC HT  -        1252.529 (meters)    4109.34  (feet)  COMP
 PV0158  MODELED GRAV-     980,210.6   (mgal)                       NAVD 88
 PV0158
 PV0158  VERT ORDER  -  SECOND    CLASS 0
 PV0158
 PV0158.The horizontal coordinates were scaled from a topographic map and have
 PV0158.an estimated accuracy of +/- 6 seconds.
 PV0158
 PV0158.The orthometric height was determined by differential leveling
 PV0158.and adjusted by the National Geodetic Survey in June 1991..
 PV0158
 PV0158.The geoid height was determined by GEOID03.
 PV0158
 PV0158.The dynamic height is computed by dividing the NAVD 88
 PV0158.geopotential number by the normal gravity value computed on the
 PV0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0158.degrees latitude (g = 980.6199 gals.).
 PV0158
 PV0158.The modeled gravity was interpolated from observed gravity values.
 PV0158
 PV0158;                    North         East    Units  Estimated Accuracy
 PV0158;SPC WY E     -   454,050.      218,180.      MT  (+/- 180 meters Scaled)
 PV0158
 PV0158                          SUPERSEDED SURVEY CONTROL
 PV0158
 PV0158  NGVD 29 (??/??/92) 1252.355  (m)         4108.77   (f) ADJ UNCH    2 0
 PV0158
 PV0158.Superseded values are not recommended for survey control.
 PV0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0158.See file dsdata.txt to determine how the superseded data were derived.
 PV0158
 PV0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK049371(NAD 83)
 PV0158_MARKER: DB = BENCH MARK DISK
 PV0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0158_STAMPING: C 60 1934
 PV0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0158+STABILITY: SURFACE MOTION
 PV0158
 PV0158  HISTORY     - Date     Condition        Report By
 PV0158  HISTORY     - 1934     MONUMENTED       CGS
 PV0158  HISTORY     - 1944     GOOD             NGS
 PV0158  HISTORY     - 1982     MARK NOT FOUND   USGS
 PV0158
 PV0158                          STATION DESCRIPTION
 PV0158
 PV0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0158'1.2 MI E FROM CARLILE.
 PV0158'1.2 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PV0158'CARLILE, CROOK COUNTY, THENCE ABOUT 12.5 MILES NORTHWEST ALONG
 PV0158'THE ROAD LEADING TO STRONER VIA OSHOTO, 84.5 FEET EAST OF THE
 PV0158'SOUTHEAST CORNER OF THE GENERAL STORE, AND 23 FEET EAST OF THE
 PV0158'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED C 60 1934 AND
 PV0158'SET IN THE TOP OF A CONCRETE POST.
 PV0158
 PV0158                          STATION RECOVERY (1944)
 PV0158
 PV0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 PV0158'RECOVERED IN GOOD CONDITION.
 PV0158
 PV0158                          STATION RECOVERY (1982)
 PV0158
 PV0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PV0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0005 ***********************************************************************
 PV0005  DESIGNATION -  C 61
 PV0005  PID         -  PV0005
 PV0005  STATE/COUNTY-  WY/CROOK
 PV0005  USGS QUAD   -  SHEPARD RESERVOIR (1984)
 PV0005
 PV0005                         *CURRENT SURVEY CONTROL
 PV0005  ___________________________________________________________________
 PV0005* NAD 83(1993)-  44 55 31.61359(N)    104 11 56.99133(W)     ADJUSTED  
 PV0005* NAVD 88     -      1085.507  (meters)    3561.37   (feet)  ADJUSTED  
 PV0005  ___________________________________________________________________
 PV0005  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 PV0005  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 PV0005  DYNAMIC HT  -        1085.229 (meters)    3560.46  (feet)  COMP
 PV0005  MODELED GRAV-     980,322.0   (mgal)                       NAVD 88
 PV0005
 PV0005  HORZ ORDER  -  SECOND
 PV0005  VERT ORDER  -  SECOND    CLASS 0
 PV0005
 PV0005.The horizontal coordinates were established by classical geodetic methods
 PV0005.and adjusted by the National Geodetic Survey in January 1998..
 PV0005
 PV0005.The orthometric height was determined by differential leveling
 PV0005.and adjusted by the National Geodetic Survey in June 1991..
 PV0005
 PV0005.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0005
 PV0005.The geoid height was determined by GEOID03.
 PV0005
 PV0005.The dynamic height is computed by dividing the NAVD 88
 PV0005.geopotential number by the normal gravity value computed on the
 PV0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0005.degrees latitude (g = 980.6199 gals.).
 PV0005
 PV0005.The modeled gravity was interpolated from observed gravity values.
 PV0005
 PV0005;                    North         East     Units Scale Factor Converg.
 PV0005;SPC WY E     -   492,035.302   276,378.605   MT  1.00000921   +0 40 59.8
 PV0005;SPC SD N     -   129,953.599   268,648.129   MT  0.99994151   -2 58 18.9
 PV0005;SPC SD N     -   426,356.10    881,389.74   sFT  0.99994151   -2 58 18.9
 PV0005;SPC MT       -    89,235.602 1,018,195.434   MT  1.00004556   +3 52 39.3
 PV0005;SPC MT       -   292,767.72  3,340,536.20   iFT  1.00004556   +3 52 39.3
 PV0005;UTM  13      - 4,974,980.615   563,199.913   MT  0.99964911   +0 33 56.0
 PV0005
 PV0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0005!SPC WY E     -   0.99983218  x   1.00000921  =   0.99984139
 PV0005!SPC SD N     -   0.99983218  x   0.99994151  =   0.99977370
 PV0005!SPC MT       -   0.99983218  x   1.00004556  =   0.99987773
 PV0005!UTM  13      -   0.99983218  x   0.99964911  =   0.99948135
 PV0005
 PV0005                          SUPERSEDED SURVEY CONTROL
 PV0005
 PV0005  NAD 83(1993)-  44 55 31.61097(N)    104 11 56.99115(W) AD(       ) 2
 PV0005  NAD 83(1986)-  44 55 31.60202(N)    104 11 56.98479(W) AD(       ) 2
 PV0005  NAD 27      -  44 55 31.65200(N)    104 11 55.19100(W) AD(       ) 2
 PV0005  NGVD 29 (??/??/92) 1084.974  (m)         3559.62   (f) ADJ UNCH    2 0
 PV0005
 PV0005.Superseded values are not recommended for survey control.
 PV0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0005.See file dsdata.txt to determine how the superseded data were derived.
 PV0005
 PV0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK6320074981(NAD 83)
 PV0005_MARKER: DB = BENCH MARK DISK
 PV0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0005_STAMPING: C 61 1934
 PV0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0005+STABILITY: SURFACE MOTION
 PV0005
 PV0005  HISTORY     - Date     Condition        Report By
 PV0005  HISTORY     - 1949     MONUMENTED       CGS
 PV0005  HISTORY     - 1957     GOOD             USGS
 PV0005
 PV0005                          STATION DESCRIPTION
 PV0005
 PV0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PV0005'THE STATION CAN BE REACHED FROM THE INTERSECTION OF STATE STREET
 PV0005'AND SIXTH AVENUE IN THE TOWN OF BELLE FOURCHE BY GOING NORTH
 PV0005'ON U.S. HIGHWAY 212 AND 85 FOR 0.5 MILE TO THE FORK OF THE
 PV0005'HIGHWAY.  TAKE THE LEFT FORK, U.S. HIGHWAY 212, NORTHWEST, FOR
 PV0005'23.6 MILES TO A GRADED ROAD LEADING TO THE RIGHT ACROSS A CATTLE
 PV0005'GUARD.  TURN RIGHT, NORTH NORTHEAST, AND FOLLOW THE GRADED ROAD
 PV0005'FOR 1.85 MILES TO A T ROAD INTERSECTION NEAR THE CREST OF THE
 PV0005'RIDGE.  TURN LEFT THROUGH A GATE, THEN BEAR NORTHWEST FOR
 PV0005'ABOUT 70 YARDS TO THE CREST OF THE RIDGE AND STATION COLONY.
 PV0005'
 PV0005'BENCH MARK C 61, STAMPED C 61 1934, IS A STANDARD USC AND GS
 PV0005'BENCH MARK DISK THAT IS SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 PV0005'POST THAT PROJECTS ABOVE THE GROUND ABOUT 5 INCHES.  IT IS 3 FEET
 PV0005'SOUTHWEST OF THE FENCE, 36 FEET SOUTHWEST OF THE CENTER OF THE
 PV0005'ROADWAY, AND 150 FEET WEST NORTHWEST OF THE FENCE CORNER.  LEVELS
 PV0005'WERE RUN TO STATION COLONY AND IT WAS FOUND TO BE 3.370 METERS
 PV0005'HIGHER THAN THE BENCH MARK.
 PV0005
 PV0005                          STATION RECOVERY (1957)
 PV0005
 PV0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 PV0005'2.3 MI NW FROM COLONY.
 PV0005'2.3 MILES NORTHWEST ALONG THE ALZADA-BELLE FOURCHE HIGHWAY (OLD
 PV0005'U.S. HIGHWAY 212) FROM COLONY, CROOK COUNTY, ON A BREAK OF THE
 PV0005'NORTH SLOPE OF A HILL AT A SLIGHT TURN IN THE HIGHWAY, 0.1 MILE
 PV0005'NORTHWEST, 0.05 MILE NORTHWEST OF T-JUNCTION OF ROADS, 33 FEET
 PV0005'SOUTHWEST OF CENTERLINE OF OLD HIGHWAY 212, 3 FEET SOUTHWEST
 PV0005'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 61 1934
 PV0005'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED
 PV0005'IN AUGUST 1949 THAT U.S. HIGHWAY 212 NOW PASSES 2 MILES SOUTHWEST
 PV0005'OF THIS POINT.  THE MARK CAN BE REACHED FROM ALZADA, BY GOING
 PV0005'13.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 212 TO A ROAD TO THE
 PV0005'LEFT, FOLLOW THE ROAD TO THE LEFT 1.9 MILES TO A T-ROAD, AND
 PV0005'TURN LEFT 75 YARDS TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0065 ***********************************************************************
 PV0065  DESIGNATION -  C 62
 PV0065  PID         -  PV0065
 PV0065  STATE/COUNTY-  WY/CROOK
 PV0065  USGS QUAD   -  SUNDANCE EAST (1984)
 PV0065
 PV0065                         *CURRENT SURVEY CONTROL
 PV0065  ___________________________________________________________________
 PV0065* NAD 83(1986)-  44 25 18.     (N)    104 18 22.     (W)     SCALED    
 PV0065* NAVD 88     -      1377.152  (meters)    4518.21   (feet)  ADJUSTED  
 PV0065  ___________________________________________________________________
 PV0065  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 PV0065  DYNAMIC HT  -        1376.624 (meters)    4516.47  (feet)  COMP
 PV0065  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 PV0065
 PV0065  VERT ORDER  -  SECOND    CLASS 0
 PV0065
 PV0065.The horizontal coordinates were scaled from a topographic map and have
 PV0065.an estimated accuracy of +/- 6 seconds.
 PV0065
 PV0065.The orthometric height was determined by differential leveling
 PV0065.and adjusted by the National Geodetic Survey in June 1991..
 PV0065
 PV0065.The geoid height was determined by GEOID03.
 PV0065
 PV0065.The dynamic height is computed by dividing the NAVD 88
 PV0065.geopotential number by the normal gravity value computed on the
 PV0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0065.degrees latitude (g = 980.6199 gals.).
 PV0065
 PV0065.The modeled gravity was interpolated from observed gravity values.
 PV0065
 PV0065;                    North         East    Units  Estimated Accuracy
 PV0065;SPC WY E     -   435,960.      268,530.      MT  (+/- 180 meters Scaled)
 PV0065
 PV0065                          SUPERSEDED SURVEY CONTROL
 PV0065
 PV0065  NGVD 29 (??/??/92) 1376.541  (m)         4516.20   (f) ADJ UNCH    2 0
 PV0065
 PV0065.Superseded values are not recommended for survey control.
 PV0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0065.See file dsdata.txt to determine how the superseded data were derived.
 PV0065
 PV0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK552189(NAD 83)
 PV0065_MARKER: DB = BENCH MARK DISK
 PV0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0065_STAMPING: C 62 1934
 PV0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0065+STABILITY: SURFACE MOTION
 PV0065
 PV0065  HISTORY     - Date     Condition        Report By
 PV0065  HISTORY     - 1934     MONUMENTED       CGS
 PV0065  HISTORY     - 1982     MARK NOT FOUND   USGS
 PV0065  HISTORY     - 19910828 MARK NOT FOUND   NGS
 PV0065
 PV0065                          STATION DESCRIPTION
 PV0065
 PV0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0065'3.8 MI NE FROM SUNDANCE.
 PV0065'3.8 MILES NORTHEAST OF COURTHOUSE.  ALONG U.S. HIGHWAY 16,
 PV0065'BETWEEN SUNDANCE AND BUELAH, NEAR A PLACE WHERE A ROAD TURNS
 PV0065'OFF FROM THE HIGHWAY TO THE EAST, 56.5 FEET SOUTHEAST OF THE
 PV0065'CENTERLINE OF THE HIGHWAY, 6.5 FEET SOUTHEAST OF RIGHT OF WAY
 PV0065'FENCE, AND 21 FEET NORTH OF THE CENTERLINE OF SIDE ROAD.  STANDARD
 PV0065'DISK STAMPED C 62 1934.
 PV0065
 PV0065                          STATION RECOVERY (1982)
 PV0065
 PV0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PV0065'MARK NOT FOUND.
 PV0065
 PV0065                          STATION RECOVERY (1991)
 PV0065
 PV0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0065'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0019 ***********************************************************************
 MO0019  DESIGNATION -  C 63
 MO0019  PID         -  MO0019
 MO0019  STATE/COUNTY-  WY/GOSHEN
 MO0019  USGS QUAD   -  YODER (1990)
 MO0019
 MO0019                         *CURRENT SURVEY CONTROL
 MO0019  ___________________________________________________________________
 MO0019* NAD 83(1986)-  41 54 00.     (N)    104 18 38.     (W)     SCALED    
 MO0019* NAVD 88     -      1299.696  (meters)    4264.09   (feet)  ADJUSTED  
 MO0019  ___________________________________________________________________
 MO0019  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 MO0019  DYNAMIC HT  -        1298.835 (meters)    4261.26  (feet)  COMP
 MO0019  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 MO0019
 MO0019  VERT ORDER  -  SECOND    CLASS 0
 MO0019
 MO0019.The horizontal coordinates were scaled from a topographic map and have
 MO0019.an estimated accuracy of +/- 6 seconds.
 MO0019
 MO0019.The orthometric height was determined by differential leveling
 MO0019.and adjusted by the National Geodetic Survey in June 1991..
 MO0019
 MO0019.The geoid height was determined by GEOID03.
 MO0019
 MO0019.The dynamic height is computed by dividing the NAVD 88
 MO0019.geopotential number by the normal gravity value computed on the
 MO0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0019.degrees latitude (g = 980.6199 gals.).
 MO0019
 MO0019.The modeled gravity was interpolated from observed gravity values.
 MO0019
 MO0019;                    North         East    Units  Estimated Accuracy
 MO0019;SPC WY E     -   155,830.      271,040.      MT  (+/- 180 meters Scaled)
 MO0019
 MO0019                          SUPERSEDED SURVEY CONTROL
 MO0019
 MO0019  NGVD 29 (??/??/92) 1298.924  (m)         4261.55   (f) ADJ UNCH    2 0
 MO0019
 MO0019.Superseded values are not recommended for survey control.
 MO0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0019.See file dsdata.txt to determine how the superseded data were derived.
 MO0019
 MO0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG571389(NAD 83)
 MO0019_MARKER: DB = BENCH MARK DISK
 MO0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0019_STAMPING: C 63 1934
 MO0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0019+STABILITY: SURFACE MOTION
 MO0019
 MO0019  HISTORY     - Date     Condition        Report By
 MO0019  HISTORY     - 1934     MONUMENTED       CGS
 MO0019  HISTORY     - 1960     MARK NOT FOUND   NGS
 MO0019
 MO0019                          STATION DESCRIPTION
 MO0019
 MO0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0019'1.9 MI S FROM YODER.
 MO0019'1.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0019'AT YODER, 1.0 MILE SOUTH OF THE SOUTH END OF THE WYE WEST OF
 MO0019'YODER, AT A HIGHWAY CROSSING, 38.7 FEET SOUTH OF THE CENTERLINE
 MO0019'OF THE HIGHWAY, 46 FEET WEST OF THE WEST RAIL, AT A FENCE
 MO0019'CORNER, 4.2 FEET SOUTH OF THE HIGHWAY RIGHT-OF-WAY FENCE, AND
 MO0019'2 FEET EAST OF THE RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD
 MO0019'DISK, STAMPED C 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0573 ***********************************************************************
 MO0573  DESIGNATION -  C 66
 MO0573  PID         -  MO0573
 MO0573  STATE/COUNTY-  WY/ALBANY
 MO0573  USGS QUAD   -  RED BUTTES (1978)
 MO0573
 MO0573                         *CURRENT SURVEY CONTROL
 MO0573  ___________________________________________________________________
 MO0573* NAD 83(1986)-  41 12 30.     (N)    105 36 09.     (W)     SCALED    
 MO0573* NAVD 88     -      2210.331  (meters)    7251.73   (feet)  ADJUSTED  
 MO0573  ___________________________________________________________________
 MO0573  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 MO0573  DYNAMIC HT  -        2208.328 (meters)    7245.16  (feet)  COMP
 MO0573  MODELED GRAV-     979,637.5   (mgal)                       NAVD 88
 MO0573
 MO0573  VERT ORDER  -  FIRST     CLASS II
 MO0573
 MO0573.The horizontal coordinates were scaled from a topographic map and have
 MO0573.an estimated accuracy of +/- 6 seconds.
 MO0573
 MO0573.The orthometric height was determined by differential leveling
 MO0573.and adjusted by the National Geodetic Survey in June 1991..
 MO0573.WARNING-Repeat measurements at this control monument indicate possible
 MO0573.vertical movement.
 MO0573
 MO0573.The geoid height was determined by GEOID03.
 MO0573
 MO0573.The dynamic height is computed by dividing the NAVD 88
 MO0573.geopotential number by the normal gravity value computed on the
 MO0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0573.degrees latitude (g = 980.6199 gals.).
 MO0573
 MO0573.The modeled gravity was interpolated from observed gravity values.
 MO0573
 MO0573;                    North         East    Units  Estimated Accuracy
 MO0573;SPC WY E     -    78,750.      163,450.      MT  (+/- 180 meters Scaled)
 MO0573
 MO0573                          SUPERSEDED SURVEY CONTROL
 MO0573
 MO0573  NGVD 29 (06/08/92) 2209.204  (m)         7248.03   (f) ADJUSTED    1 2
 MO0573
 MO0573.Superseded values are not recommended for survey control.
 MO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0573.See file dsdata.txt to determine how the superseded data were derived.
 MO0573
 MO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF494620(NAD 83)
 MO0573_MARKER: DB = BENCH MARK DISK
 MO0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0573_STAMPING: C 66 1934
 MO0573_MARK LOGO: CGS   
 MO0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0573+STABILITY: SURFACE MOTION
 MO0573
 MO0573  HISTORY     - Date     Condition        Report By
 MO0573  HISTORY     - 1934     MONUMENTED       CGS
 MO0573  HISTORY     - 1956     GOOD             NGS
 MO0573  HISTORY     - 1983     GOOD             NGS
 MO0573
 MO0573                          STATION DESCRIPTION
 MO0573
 MO0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0573'2 MI N FROM RED BUTTES.
 MO0573'2.0 MILES NORTH ALONG THE WEST TRACK OF THE UNION PACIFIC
 MO0573'RAILROAD FROM THE STATION SIGN AT RED BUTTES, 57 FEET SOUTHWEST
 MO0573'OF THE 14TH POLE NORTH OF MILEPOST 559, AT A PRIVATE ROAD
 MO0573'CROSSING, 37.1 FEET EAST OF THE EAST RAIL, 6 FEET SOUTHWEST OF
 MO0573'THE SOUTH END OF A GATE, 4.1 FEET WEST OF A FENCE, 2 FEET SOUTH
 MO0573'OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 MO0573'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 MO0573'IN SECTION 5, TOWNSHIP 14 NORTH, RANGE 73 WEST.
 MO0573
 MO0573                          STATION RECOVERY (1983)
 MO0573
 MO0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0573'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.2 KM
 MO0573'(6.95 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0573'STATION IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0237 ***********************************************************************
 MR0237  DESIGNATION -  C 69
 MR0237  PID         -  MR0237
 MR0237  STATE/COUNTY-  WY/LINCOLN
 MR0237  USGS QUAD   -  BECKWITH (1985)
 MR0237
 MR0237                         *CURRENT SURVEY CONTROL
 MR0237  ___________________________________________________________________
 MR0237* NAD 83(1986)-  41 58 38.     (N)    110 57 04.     (W)     SCALED    
 MR0237* NAVD 88     -      1886.939  (meters)    6190.73   (feet)  ADJUSTED  
 MR0237  ___________________________________________________________________
 MR0237  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 MR0237  DYNAMIC HT  -        1885.388 (meters)    6185.64  (feet)  COMP
 MR0237  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 MR0237
 MR0237  VERT ORDER  -  SECOND    CLASS 0
 MR0237
 MR0237.The horizontal coordinates were scaled from a topographic map and have
 MR0237.an estimated accuracy of +/- 6 seconds.
 MR0237
 MR0237.The orthometric height was determined by differential leveling
 MR0237.and adjusted by the National Geodetic Survey in June 1991..
 MR0237
 MR0237.The geoid height was determined by GEOID03.
 MR0237
 MR0237.The dynamic height is computed by dividing the NAVD 88
 MR0237.geopotential number by the normal gravity value computed on the
 MR0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0237.degrees latitude (g = 980.6199 gals.).
 MR0237
 MR0237.The modeled gravity was interpolated from observed gravity values.
 MR0237
 MR0237;                    North         East    Units  Estimated Accuracy
 MR0237;SPC WY W     -   264,410.      728,080.      MT  (+/- 180 meters Scaled)
 MR0237
 MR0237                          SUPERSEDED SURVEY CONTROL
 MR0237
 MR0237  NGVD 29 (??/??/92) 1885.614  (m)         6186.39   (f) ADJ UNCH    2 0
 MR0237
 MR0237.Superseded values are not recommended for survey control.
 MR0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0237.See file dsdata.txt to determine how the superseded data were derived.
 MR0237
 MR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM040472(NAD 83)
 MR0237_MARKER: DB = BENCH MARK DISK
 MR0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0237_STAMPING: C 69 1934
 MR0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0237+STABILITY: SURFACE MOTION
 MR0237
 MR0237  HISTORY     - Date     Condition        Report By
 MR0237  HISTORY     - 1934     MONUMENTED       CGS
 MR0237  HISTORY     - 1952     MARK NOT FOUND   USGS
 MR0237
 MR0237                          STATION DESCRIPTION
 MR0237
 MR0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0237'7.7 MI S FROM COKEVILLE.
 MR0237'7.7 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0237'COKEVILLE, LINCOLN COUNTY, 0.3 MILE SOUTH OF THE PIXLEY-ONE-MILE SIGN,
 MR0237'0.2 MILE NORTH OF CULVERT 75.92, 700 FEET NORTH OF MILEPOST 76, 700
 MR0237'FEET NORTH OF THE NORTH END OF A CURVE, 96 FEET EAST OF THE CENTER
 MR0237'LINE OF THE TRACK, AND 4 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 MR0237'STANDARD DISK, STAMPED C 69 1934 AND SET IN THE TOP OF A CONCRETE
 MR0237'POST.
 MR0237
 MR0237                          STATION RECOVERY (1952)
 MR0237
 MR0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 MR0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0222 ***********************************************************************
 MR0222  DESIGNATION -  C 70
 MR0222  PID         -  MR0222
 MR0222  STATE/COUNTY-  WY/LINCOLN
 MR0222  USGS QUAD   -  SAGE (1985)
 MR0222
 MR0222                         *CURRENT SURVEY CONTROL
 MR0222  ___________________________________________________________________
 MR0222* NAD 83(1986)-  41 48 48.     (N)    110 57 43.     (W)     SCALED    
 MR0222* NAVD 88     -      1930.066  (meters)    6332.22   (feet)  ADJUSTED  
 MR0222  ___________________________________________________________________
 MR0222  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MR0222  DYNAMIC HT  -        1928.478 (meters)    6327.01  (feet)  COMP
 MR0222  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 MR0222
 MR0222  VERT ORDER  -  SECOND    CLASS 0
 MR0222
 MR0222.The horizontal coordinates were scaled from a topographic map and have
 MR0222.an estimated accuracy of +/- 6 seconds.
 MR0222
 MR0222.The orthometric height was determined by differential leveling
 MR0222.and adjusted by the National Geodetic Survey in June 1991..
 MR0222
 MR0222.The geoid height was determined by GEOID03.
 MR0222
 MR0222.The dynamic height is computed by dividing the NAVD 88
 MR0222.geopotential number by the normal gravity value computed on the
 MR0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0222.degrees latitude (g = 980.6199 gals.).
 MR0222
 MR0222.The modeled gravity was interpolated from observed gravity values.
 MR0222
 MR0222;                    North         East    Units  Estimated Accuracy
 MR0222;SPC WY W     -   246,220.      727,000.      MT  (+/- 180 meters Scaled)
 MR0222
 MR0222                          SUPERSEDED SURVEY CONTROL
 MR0222
 MR0222  NGVD 29 (??/??/92) 1928.76   (m)         6327.9    (f) COMPUTED    2 0
 MR0222
 MR0222.Superseded values are not recommended for survey control.
 MR0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0222.See file dsdata.txt to determine how the superseded data were derived.
 MR0222
 MR0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM031290(NAD 83)
 MR0222_MARKER: DB = BENCH MARK DISK
 MR0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0222+STABILITY: SURFACE MOTION
 MR0222
 MR0222  HISTORY     - Date     Condition        Report By
 MR0222  HISTORY     - UNK      MONUMENTED       CGS
 MR0222  HISTORY     - 1966     MARK NOT FOUND   NGS
 MR0222
 MR0222                          STATION DESCRIPTION
 MR0222
 MR0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0222'IN SAGE.
 MR0222'290 FEET SOUTHWEST OF WEST CORNER OF SAGE RAILROAD STATION.  60 FEET
 MR0222'NORTHEAST OF CENTERLINE OF CROSS ROAD.  45 FEET NORTH OF BLOCK SIGNAL
 MR0222'RELAY.  42 FEET NORTHWEST OF CENTERLINE OF UNION PACIFIC RAILROAD MAIN
 MR0222'LINE TRACK.  15 FEET EAST OF SIGNAL LINE POLE.  4 FEET WEST OF SOUTH
 MR0222'FENCE CORNER.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0281 ***********************************************************************
 MQ0281  DESIGNATION -  C 71
 MQ0281  PID         -  MQ0281
 MQ0281  STATE/COUNTY-  WY/SWEETWATER
 MQ0281  USGS QUAD   -  GRANGER (1980)
 MQ0281
 MQ0281                         *CURRENT SURVEY CONTROL
 MQ0281  ___________________________________________________________________
 MQ0281* NAD 83(1986)-  41 35 56.     (N)    109 58 51.     (W)     SCALED    
 MQ0281* NAVD 88     -      1916.466  (meters)    6287.61   (feet)  ADJUSTED  
 MQ0281  ___________________________________________________________________
 MQ0281  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 MQ0281  DYNAMIC HT  -        1914.829 (meters)    6282.23  (feet)  COMP
 MQ0281  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 MQ0281
 MQ0281  VERT ORDER  -  FIRST     CLASS II
 MQ0281
 MQ0281.The horizontal coordinates were scaled from a topographic map and have
 MQ0281.an estimated accuracy of +/- 6 seconds.
 MQ0281
 MQ0281.The orthometric height was determined by differential leveling
 MQ0281.and adjusted by the National Geodetic Survey in June 1991..
 MQ0281
 MQ0281.The geoid height was determined by GEOID03.
 MQ0281
 MQ0281.The dynamic height is computed by dividing the NAVD 88
 MQ0281.geopotential number by the normal gravity value computed on the
 MQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0281.degrees latitude (g = 980.6199 gals.).
 MQ0281
 MQ0281.The modeled gravity was interpolated from observed gravity values.
 MQ0281
 MQ0281;                    North         East    Units  Estimated Accuracy
 MQ0281;SPC WYWC     -   122,760.      497,390.      MT  (+/- 180 meters Scaled)
 MQ0281
 MQ0281                          SUPERSEDED SURVEY CONTROL
 MQ0281
 MQ0281  NGVD 29 (06/08/92) 1915.154  (m)         6283.30   (f) ADJUSTED    1 2
 MQ0281
 MQ0281.Superseded values are not recommended for survey control.
 MQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0281.See file dsdata.txt to determine how the superseded data were derived.
 MQ0281
 MQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM849057(NAD 83)
 MQ0281_MARKER: DB = BENCH MARK DISK
 MQ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0281_SP_SET: CONCRETE POST
 MQ0281_STAMPING: C 71 1934
 MQ0281_MARK LOGO: CGS   
 MQ0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0281+STABILITY: SURFACE MOTION
 MQ0281
 MQ0281  HISTORY     - Date     Condition        Report By
 MQ0281  HISTORY     - 1934     MONUMENTED       CGS
 MQ0281  HISTORY     - 1961     GOOD             NGS
 MQ0281  HISTORY     - 1983     GOOD             NGS
 MQ0281  HISTORY     - 19911026 GOOD             LOCENG
 MQ0281
 MQ0281                          STATION DESCRIPTION
 MQ0281
 MQ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0281'1.1 MI N FROM GRANGER.
 MQ0281'ABOUT 1.1 MILES NORTH ALONG U.S. HIGHWAY 30 N FROM THE UNION PACIFIC
 MQ0281'RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, AT THE LANDING FIELD,
 MQ0281'ABOUT 160 FEET EAST OF THE AVIATION STATION POWER HOUSE, 61 FEET SOUTH
 MQ0281'OF THE CENTER LINE OF THE GATE TO THE FIELD, 3 FEET SOUTH OF THE
 MQ0281'SOUTHWEST CORNER POST OF THE FENCE AROUND THE FIELD, AND ABOUT 75 FEET
 MQ0281'EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 71
 MQ0281'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MQ0281
 MQ0281                          STATION RECOVERY (1961)
 MQ0281
 MQ0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 MQ0281'RECOVERED IN GOOD CONDITION.
 MQ0281
 MQ0281                          STATION RECOVERY (1983)
 MQ0281
 MQ0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0281'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0281'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW OLD U.S. HIGHWAY 30.  ADD 0.3
 MQ0281'METER (1.0 FT) NORTH OF A WITNESS POST.
 MQ0281
 MQ0281                          STATION RECOVERY (1991)
 MQ0281
 MQ0281'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 MQ0281'RECOVERED IN GOOD CONDITION.  NOTE--DELETE--ABOUT 160 FEET (48.8 M)
 MQ0281'EAST OF THE AVIATION STATION POWER HOUSE, 61 FEET (18.6 M) SOUTH OF
 MQ0281'THE CENTERLINE OF THE GATE TO THE FIELD, 3 FEET (0.9 M) SOUTH OF THE
 MQ0281'SOUTHWEST CORNER POST OF THE FENCE AROUND THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0112 ***********************************************************************
 NS0112  DESIGNATION -  C 72
 NS0112  PID         -  NS0112
 NS0112  STATE/COUNTY-  WY/SWEETWATER
 NS0112  USGS QUAD   -  SIMPSON GULCH SE (1980)
 NS0112
 NS0112                         *CURRENT SURVEY CONTROL
 NS0112  ___________________________________________________________________
 NS0112* NAD 83(1986)-  42 01 09.     (N)    109 30 17.     (W)     SCALED    
 NS0112* NAVD 88     -      1991.504  (meters)    6533.79   (feet)  ADJUSTED  
 NS0112  ___________________________________________________________________
 NS0112  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NS0112  DYNAMIC HT  -        1989.844 (meters)    6528.35  (feet)  COMP
 NS0112  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 NS0112
 NS0112  VERT ORDER  -  SECOND    CLASS 0
 NS0112
 NS0112.The horizontal coordinates were scaled from a topographic map and have
 NS0112.an estimated accuracy of +/- 6 seconds.
 NS0112
 NS0112.The orthometric height was determined by differential leveling
 NS0112.and adjusted by the National Geodetic Survey in June 1991..
 NS0112
 NS0112.The geoid height was determined by GEOID03.
 NS0112
 NS0112.The dynamic height is computed by dividing the NAVD 88
 NS0112.geopotential number by the normal gravity value computed on the
 NS0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0112.degrees latitude (g = 980.6199 gals.).
 NS0112
 NS0112.The modeled gravity was interpolated from observed gravity values.
 NS0112
 NS0112;                    North         East    Units  Estimated Accuracy
 NS0112;SPC WYWC     -   168,980.      537,490.      MT  (+/- 180 meters Scaled)
 NS0112
 NS0112                          SUPERSEDED SURVEY CONTROL
 NS0112
 NS0112  NGVD 29 (??/??/92) 1990.239  (m)         6529.64   (f) ADJ UNCH    2 0
 NS0112
 NS0112.Superseded values are not recommended for survey control.
 NS0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0112.See file dsdata.txt to determine how the superseded data were derived.
 NS0112
 NS0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM238529(NAD 83)
 NS0112_MARKER: DB = BENCH MARK DISK
 NS0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0112_STAMPING: C 72 1934
 NS0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0112+STABILITY: SURFACE MOTION
 NS0112
 NS0112  HISTORY     - Date     Condition        Report By
 NS0112  HISTORY     - 1934     MONUMENTED       CGS
 NS0112  HISTORY     - 1968     GOOD             USGS
 NS0112
 NS0112                          STATION DESCRIPTION
 NS0112
 NS0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0112'9.3 MI SW FROM EDEN, WY.
 NS0112'EDEN, WYOMING, P.O., 3.5 MILES S ALONG U.S. HY. 187, THENCE 4.6 MILES
 NS0112'WEST (RIGHT) ALONG TRACK ROAD TO CROSSROADS, THENCE 1.2 MILES NE
 NS0112'(RIGHT) ALONG TRACK ROAD TO CROSSROADS, THENCE 800 FEET SW (LEFT) TO
 NS0112'STANDARD DISK IN CONCRETE POST 20 FEET SE OF CENTERLINE, STAMPED C 72
 NS0112'1934.
 NS0112
 NS0112                          STATION RECOVERY (1968)
 NS0112
 NS0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NS0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0300 ***********************************************************************
 MP0300  DESIGNATION -  C 74
 MP0300  PID         -  MP0300
 MP0300  STATE/COUNTY-  WY/CARBON
 MP0300  USGS QUAD   -  COTTONWOOD RIM (1983)
 MP0300
 MP0300                         *CURRENT SURVEY CONTROL
 MP0300  ___________________________________________________________________
 MP0300* NAD 83(1986)-  41 05 56.     (N)    107 14 46.     (W)     SCALED    
 MP0300* NAVD 88     -      2456.154  (meters)    8058.23   (feet)  ADJUSTED  
 MP0300  ___________________________________________________________________
 MP0300  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 MP0300  DYNAMIC HT  -        2453.792 (meters)    8050.48  (feet)  COMP
 MP0300  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 MP0300
 MP0300  VERT ORDER  -  SECOND    CLASS 0
 MP0300
 MP0300.The horizontal coordinates were scaled from a topographic map and have
 MP0300.an estimated accuracy of +/- 6 seconds.
 MP0300
 MP0300.The orthometric height was determined by differential leveling
 MP0300.and adjusted by the National Geodetic Survey in June 1991..
 MP0300
 MP0300.The geoid height was determined by GEOID03.
 MP0300
 MP0300.The dynamic height is computed by dividing the NAVD 88
 MP0300.geopotential number by the normal gravity value computed on the
 MP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0300.degrees latitude (g = 980.6199 gals.).
 MP0300
 MP0300.The modeled gravity was interpolated from observed gravity values.
 MP0300
 MP0300;                    North         East    Units  Estimated Accuracy
 MP0300;SPC WYEC     -   166,510.      407,330.      MT  (+/- 180 meters Scaled)
 MP0300
 MP0300                          SUPERSEDED SURVEY CONTROL
 MP0300
 MP0300  NGVD 29 (??/??/92) 2454.857  (m)         8053.98   (f) ADJ UNCH    2 0
 MP0300
 MP0300.Superseded values are not recommended for survey control.
 MP0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0300.See file dsdata.txt to determine how the superseded data were derived.
 MP0300
 MP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF113521(NAD 83)
 MP0300_MARKER: DB = BENCH MARK DISK
 MP0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0300_STAMPING: C 74 1934
 MP0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0300+STABILITY: SURFACE MOTION
 MP0300
 MP0300  HISTORY     - Date     Condition        Report By
 MP0300  HISTORY     - 1934     MONUMENTED       CGS
 MP0300
 MP0300                          STATION DESCRIPTION
 MP0300
 MP0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0300'12.1 MI E FROM SLATER, CO.
 MP0300'IN CARBON COUNTY, WYOMING, 12.1 MILES EAST ALONG THE ENCAMPMENT ROAD
 MP0300'FROM SLATER, MOFFAT COUNTY, COLORADO, 4.1 MILES EAST OF THE BOUNDARY
 MP0300'LINE OF THE MEDICINE BOW NATIONAL FOREST, ABOUT 800 FEET SOUTH OF A
 MP0300'TRAIL CROSSING, ON A LARGE SUMMIT, ON THE OUTSIDE OF AN ABRUPT CURVE,
 MP0300'122 FEET NORTHEAST OF A CORRUGATED-IRON CULVERT, AND 24 FEET SOUTHEAST
 MP0300'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 74 1934 AND
 MP0300'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0169 ***********************************************************************
 MP0169  DESIGNATION -  C 75
 MP0169  PID         -  MP0169
 MP0169  STATE/COUNTY-  WY/CARBON
 MP0169  USGS QUAD   -  BARCUS PEAK (1992)
 MP0169
 MP0169                         *CURRENT SURVEY CONTROL
 MP0169  ___________________________________________________________________
 MP0169* NAD 83(1986)-  41 08 28.     (N)    106 32 21.     (W)     SCALED    
 MP0169* NAVD 88     -      2359.697  (meters)    7741.77   (feet)  ADJUSTED  
 MP0169  ___________________________________________________________________
 MP0169  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 MP0169  DYNAMIC HT  -        2357.463 (meters)    7734.44  (feet)  COMP
 MP0169  MODELED GRAV-     979,591.7   (mgal)                       NAVD 88
 MP0169
 MP0169  VERT ORDER  -  SECOND    CLASS 0
 MP0169
 MP0169.The horizontal coordinates were scaled from a topographic map and have
 MP0169.an estimated accuracy of +/- 6 seconds.
 MP0169
 MP0169.The orthometric height was determined by differential leveling
 MP0169.and adjusted by the National Geodetic Survey in June 1991..
 MP0169
 MP0169.The geoid height was determined by GEOID03.
 MP0169
 MP0169.The dynamic height is computed by dividing the NAVD 88
 MP0169.geopotential number by the normal gravity value computed on the
 MP0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0169.degrees latitude (g = 980.6199 gals.).
 MP0169
 MP0169.The modeled gravity was interpolated from observed gravity values.
 MP0169
 MP0169;                    North         East    Units  Estimated Accuracy
 MP0169;SPC WYEC     -   171,500.      466,670.      MT  (+/- 180 meters Scaled)
 MP0169
 MP0169                          SUPERSEDED SURVEY CONTROL
 MP0169
 MP0169  NGVD 29 (??/??/92) 2358.447  (m)         7737.67   (f) ADJ UNCH    2 0
 MP0169
 MP0169.Superseded values are not recommended for survey control.
 MP0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0169.See file dsdata.txt to determine how the superseded data were derived.
 MP0169
 MP0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF708555(NAD 83)
 MP0169_MARKER: DB = BENCH MARK DISK
 MP0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0169_STAMPING: C 75 1934
 MP0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0169+STABILITY: SURFACE MOTION
 MP0169
 MP0169  HISTORY     - Date     Condition        Report By
 MP0169  HISTORY     - 1934     MONUMENTED       CGS
 MP0169
 MP0169                          STATION DESCRIPTION
 MP0169
 MP0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0169'16.3 MI E FROM ENCAMPMENT.
 MP0169'16.3 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, 0.8 MILE
 MP0169'NORTHWEST OF A CREEK CROSSING BETWEEN TWO NARROW CLIFFS, ABOUT 420
 MP0169'FEET NORTH OF A LOG CABIN ON THE NORTH BANK OF A CREEK, 75 FEET WEST
 MP0169'OF THE PROJECTED LINE OF THE WEST SIDE OF THE CABIN, AND 51 FEET NORTH
 MP0169'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 75 1934 AND
 MP0169'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0219 ***********************************************************************
 MP0219  DESIGNATION -  C 76
 MP0219  PID         -  MP0219
 MP0219  STATE/COUNTY-  WY/CARBON
 MP0219  USGS QUAD   -  MEADS (1982)
 MP0219
 MP0219                         *CURRENT SURVEY CONTROL
 MP0219  ___________________________________________________________________
 MP0219* NAD 83(1986)-  41 38 17.     (N)    106 47 33.     (W)     SCALED    
 MP0219* NAVD 88     -      2118.022  (meters)    6948.88   (feet)  ADJUSTED  
 MP0219  ___________________________________________________________________
 MP0219  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 MP0219  DYNAMIC HT  -        2116.160 (meters)    6942.77  (feet)  COMP
 MP0219  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 MP0219
 MP0219  VERT ORDER  -  SECOND    CLASS 0
 MP0219
 MP0219.The horizontal coordinates were scaled from a topographic map and have
 MP0219.an estimated accuracy of +/- 6 seconds.
 MP0219
 MP0219.The orthometric height was determined by differential leveling
 MP0219.and adjusted by the National Geodetic Survey in June 1991..
 MP0219
 MP0219.The geoid height was determined by GEOID03.
 MP0219
 MP0219.The dynamic height is computed by dividing the NAVD 88
 MP0219.geopotential number by the normal gravity value computed on the
 MP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0219.degrees latitude (g = 980.6199 gals.).
 MP0219
 MP0219.The modeled gravity was interpolated from observed gravity values.
 MP0219
 MP0219;                    North         East    Units  Estimated Accuracy
 MP0219;SPC WYEC     -   226,520.      445,060.      MT  (+/- 180 meters Scaled)
 MP0219
 MP0219                          SUPERSEDED SURVEY CONTROL
 MP0219
 MP0219  NGVD 29 (??/??/92) 2116.821  (m)         6944.94   (f) ADJ UNCH    2 0
 MP0219
 MP0219.Superseded values are not recommended for survey control.
 MP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0219.See file dsdata.txt to determine how the superseded data were derived.
 MP0219
 MP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG507111(NAD 83)
 MP0219_MARKER: DB = BENCH MARK DISK
 MP0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0219_STAMPING: C 76 1934
 MP0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0219+STABILITY: SURFACE MOTION
 MP0219
 MP0219  HISTORY     - Date     Condition        Report By
 MP0219  HISTORY     - 1934     MONUMENTED       CGS
 MP0219  HISTORY     - 1954     MARK NOT FOUND   USGS
 MP0219
 MP0219                          STATION DESCRIPTION
 MP0219
 MP0219'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 MP0219'10.4 MI S FROM WALCOTT.
 MP0219'ABOUT 1.6 MILE NORTH OF OVERLAND SIDING.  1150 FEET SOUTH OF CATTLE
 MP0219'GUARD.  48 FEET NORTHWEST OF TRAIL CROSSING RAILWAY TRACK.  39 FEET
 MP0219'WEST OF CENTERLINE OF TRACK AND 39 FEET NORTH OF TRAIL.  TABLET SET IN
 MP0219'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0554 ***********************************************************************
 MO0554  DESIGNATION -  C 77
 MO0554  PID         -  MO0554
 MO0554  STATE/COUNTY-  WY/ALBANY
 MO0554  USGS QUAD   -  DALE CREEK (1987)
 MO0554
 MO0554                         *CURRENT SURVEY CONTROL
 MO0554  ___________________________________________________________________
 MO0554* NAD 83(1986)-  41 02 25.     (N)    105 27 02.     (W)     SCALED    
 MO0554* NAVD 88     -      2425.360  (meters)    7957.20   (feet)  ADJUSTED  
 MO0554  ___________________________________________________________________
 MO0554  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 MO0554  DYNAMIC HT  -        2423.126 (meters)    7949.87  (feet)  COMP
 MO0554  MODELED GRAV-     979,613.7   (mgal)                       NAVD 88
 MO0554
 MO0554  VERT ORDER  -  SECOND    CLASS 0
 MO0554
 MO0554.The horizontal coordinates were scaled from a topographic map and have
 MO0554.an estimated accuracy of +/- 6 seconds.
 MO0554
 MO0554.The orthometric height was determined by differential leveling
 MO0554.and adjusted by the National Geodetic Survey in June 1991..
 MO0554
 MO0554.The geoid height was determined by GEOID03.
 MO0554
 MO0554.The dynamic height is computed by dividing the NAVD 88
 MO0554.geopotential number by the normal gravity value computed on the
 MO0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0554.degrees latitude (g = 980.6199 gals.).
 MO0554
 MO0554.The modeled gravity was interpolated from observed gravity values.
 MO0554
 MO0554;                    North         East    Units  Estimated Accuracy
 MO0554;SPC WY E     -    60,030.      176,130.      MT  (+/- 180 meters Scaled)
 MO0554
 MO0554                          SUPERSEDED SURVEY CONTROL
 MO0554
 MO0554  NGVD 29 (??/??/92) 2424.227  (m)         7953.48   (f) ADJ UNCH    2 0
 MO0554
 MO0554.Superseded values are not recommended for survey control.
 MO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0554.See file dsdata.txt to determine how the superseded data were derived.
 MO0554
 MO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF621433(NAD 83)
 MO0554_MARKER: DB = BENCH MARK DISK
 MO0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0554_STAMPING: C 77 1934
 MO0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0554+STABILITY: SURFACE MOTION
 MO0554
 MO0554  HISTORY     - Date     Condition        Report By
 MO0554  HISTORY     - 1934     MONUMENTED       CGS
 MO0554
 MO0554                          STATION DESCRIPTION
 MO0554
 MO0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0554'4.5 MI SE FROM TIE SIDING.
 MO0554'4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 MO0554'AT TIE SIDING, ALBANY COUNTY, 360 FEET NORTHWEST OF A PROMINENT
 MO0554'ROCK OUTCROP ON THE NORTH BANK OF THE HIGHWAY, ON THE OUTSIDE
 MO0554'OF A CURVE, 215 FEET EAST OF THE INTERSECTION OF A ROW OF POLES,
 MO0554'75 FEET NORTH OF THE NORTHEAST END OF A CULVERT, 52 FEET
 MO0554'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 6 FEET NORTH OF
 MO0554'THE PROJECTED TANGENT TO THE NORTHWEST END OF THE CURVE.  A
 MO0554'STANDARD DISK, STAMPED C 77 1934 AND SET IN THE TOP OF A CONCRETE
 MO0554'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0130 ***********************************************************************
 OX0130  DESIGNATION -  C 78
 OX0130  PID         -  OX0130
 OX0130  STATE/COUNTY-  WY/LINCOLN
 OX0130  USGS QUAD   -  MUNGER MOUNTAIN (1996)
 OX0130
 OX0130                         *CURRENT SURVEY CONTROL
 OX0130  ___________________________________________________________________
 OX0130* NAD 83(1986)-  43 17 30.     (N)    110 47 45.     (W)     SCALED    
 OX0130* NAVD 88     -      1782.964  (meters)    5849.61   (feet)  ADJUSTED  
 OX0130  ___________________________________________________________________
 OX0130  GEOID HEIGHT-         -10.17  (meters)                     GEOID03
 OX0130  DYNAMIC HT  -        1781.763 (meters)    5845.67  (feet)  COMP
 OX0130  MODELED GRAV-     979,883.6   (mgal)                       NAVD 88
 OX0130
 OX0130  VERT ORDER  -  SECOND    CLASS 0
 OX0130
 OX0130.The horizontal coordinates were scaled from a topographic map and have
 OX0130.an estimated accuracy of +/- 6 seconds.
 OX0130
 OX0130.The orthometric height was determined by differential leveling
 OX0130.and adjusted by the National Geodetic Survey in June 1991..
 OX0130
 OX0130.The geoid height was determined by GEOID03.
 OX0130
 OX0130.The dynamic height is computed by dividing the NAVD 88
 OX0130.geopotential number by the normal gravity value computed on the
 OX0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0130.degrees latitude (g = 980.6199 gals.).
 OX0130
 OX0130.The modeled gravity was interpolated from observed gravity values.
 OX0130
 OX0130;                    North         East    Units  Estimated Accuracy
 OX0130;SPC WY W     -   410,300.      742,180.      MT  (+/- 180 meters Scaled)
 OX0130
 OX0130                          SUPERSEDED SURVEY CONTROL
 OX0130
 OX0130  NGVD 29 (??/??/92) 1781.693  (m)         5845.44   (f) ADJ UNCH    2 0
 OX0130
 OX0130.Superseded values are not recommended for survey control.
 OX0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0130.See file dsdata.txt to determine how the superseded data were derived.
 OX0130
 OX0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN165932(NAD 83)
 OX0130_MARKER: DB = BENCH MARK DISK
 OX0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0130_STAMPING: C 78 1948
 OX0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0130+STABILITY: SURFACE MOTION
 OX0130
 OX0130  HISTORY     - Date     Condition        Report By
 OX0130  HISTORY     - 1948     MONUMENTED       CGS
 OX0130  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0130
 OX0130                          STATION DESCRIPTION
 OX0130
 OX0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0130'4.6 MI SW FROM MOUTH OF HOBACK RIVER.
 OX0130'4.6 MILES SOUTHWEST ALONG THE GRAND CANYON ROAD FROM THE MOUTH OF THE
 OX0130'HOBACK RIVER, ABOUT 0.2 MILE NORTH OF A GRAVEL ROAD LEADING NORTHWEST
 OX0130'TO WILSON, 90.0 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 OX0130'WEST TO THE BUREAU OF PUBLIC WORKS MAINTAINANCE SHOPS, 76.0 FEET NORTH
 OX0130'WEST OF THE CENTER LINE OF THE GRAND CANYON ROAD, SET IN THE TOP OF A
 OX0130'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OX0130
 OX0130                          STATION RECOVERY (1963)
 OX0130
 OX0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0667 ***********************************************************************
 MO0667  DESIGNATION -  C 79
 MO0667  PID         -  MO0667
 MO0667  STATE/COUNTY-  WY/ALBANY
 MO0667  USGS QUAD   -  DOWNEY LAKES (1978)
 MO0667
 MO0667                         *CURRENT SURVEY CONTROL
 MO0667  ___________________________________________________________________
 MO0667* NAD 83(1986)-  41 03 25.     (N)    105 47 59.     (W)     SCALED    
 MO0667* NAVD 88     -      2247.142  (meters)    7372.50   (feet)  ADJUSTED  
 MO0667  ___________________________________________________________________
 MO0667  GEOID HEIGHT-         -11.20  (meters)                     GEOID03
 MO0667  DYNAMIC HT  -        2245.087 (meters)    7365.76  (feet)  COMP
 MO0667  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 MO0667
 MO0667  VERT ORDER  -  SECOND    CLASS 0
 MO0667
 MO0667.The horizontal coordinates were scaled from a topographic map and have
 MO0667.an estimated accuracy of +/- 6 seconds.
 MO0667
 MO0667.The orthometric height was determined by differential leveling
 MO0667.and adjusted by the National Geodetic Survey in June 1991..
 MO0667
 MO0667.The geoid height was determined by GEOID03.
 MO0667
 MO0667.The dynamic height is computed by dividing the NAVD 88
 MO0667.geopotential number by the normal gravity value computed on the
 MO0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0667.degrees latitude (g = 980.6199 gals.).
 MO0667
 MO0667.The modeled gravity was interpolated from observed gravity values.
 MO0667
 MO0667;                    North         East    Units  Estimated Accuracy
 MO0667;SPC WY E     -    62,040.      146,790.      MT  (+/- 180 meters Scaled)
 MO0667
 MO0667                          SUPERSEDED SURVEY CONTROL
 MO0667
 MO0667  NGVD 29 (??/??/92) 2245.998  (m)         7368.75   (f) ADJ UNCH    2 0
 MO0667
 MO0667.Superseded values are not recommended for survey control.
 MO0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0667.See file dsdata.txt to determine how the superseded data were derived.
 MO0667
 MO0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF328453(NAD 83)
 MO0667_MARKER: DB = BENCH MARK DISK
 MO0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0667_STAMPING: C 79 1951
 MO0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0667+STABILITY: SURFACE MOTION
 MO0667
 MO0667  HISTORY     - Date     Condition        Report By
 MO0667  HISTORY     - 1951     MONUMENTED       CGS
 MO0667
 MO0667                          STATION DESCRIPTION
 MO0667
 MO0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0667'17.8 MI W FROM TIE SIDING.
 MO0667'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 MO0667'AT TIE SIDING, THENCE 16.75 MILES WEST ALONG A WINDING GRAVELED
 MO0667'ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET
 MO0667'SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE
 MO0667'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0270 ***********************************************************************
 PV0270  DESIGNATION -  C 8
 PV0270  PID         -  PV0270
 PV0270  STATE/COUNTY-  WY/CAMPBELL
 PV0270  USGS QUAD   -  GILLETTE WEST (1971)
 PV0270
 PV0270                         *CURRENT SURVEY CONTROL
 PV0270  ___________________________________________________________________
 PV0270* NAD 83(1986)-  44 17 46.     (N)    105 33 57.     (W)     SCALED    
 PV0270* NAVD 88     -      1422.780  (meters)    4667.90   (feet)  POSTED    
 PV0270  ___________________________________________________________________
 PV0270  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 PV0270  DYNAMIC HT  -        1422.190 (meters)    4665.97  (feet)  COMP
 PV0270  MODELED GRAV-     980,151.3   (mgal)                       NAVD 88
 PV0270
 PV0270  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PV0270
 PV0270.The horizontal coordinates were scaled from a topographic map and have
 PV0270.an estimated accuracy of +/- 6 seconds.
 PV0270
 PV0270.The orthometric height was determined by differential leveling
 PV0270.and adjusted by the National Geodetic Survey in 1992..
 PV0270.No vertical observational check was made to the station.
 PV0270.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PV0270.was located on a no-check spur therefore a value was not computed.
 PV0270
 PV0270.The geoid height was determined by GEOID03.
 PV0270
 PV0270.The dynamic height is computed by dividing the NAVD 88
 PV0270.geopotential number by the normal gravity value computed on the
 PV0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0270.degrees latitude (g = 980.6199 gals.).
 PV0270
 PV0270.The modeled gravity was interpolated from observed gravity values.
 PV0270
 PV0270;                    North         East    Units  Estimated Accuracy
 PV0270;SPC WY E     -   421,730.      168,150.      MT  (+/- 180 meters Scaled)
 PV0270
 PV0270                          SUPERSEDED SURVEY CONTROL
 PV0270
 PV0270  NGVD 29 (??/??/92) 1422.034  (m)         4665.46   (f) ADJ UNCH    1 2
 PV0270
 PV0270.Superseded values are not recommended for survey control.
 PV0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0270.See file dsdata.txt to determine how the superseded data were derived.
 PV0270
 PV0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK548049(NAD 83)
 PV0270_MARKER: Z = SEE DESCRIPTION
 PV0270_SETTING: 66 = SET IN ROCK OUTCROP
 PV0270_SP_SET: ROCK OUTCROP
 PV0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0270+STABILITY: POSITION/ELEVATION WELL
 PV0270
 PV0270  HISTORY     - Date     Condition        Report By
 PV0270  HISTORY     - 1908     MONUMENTED       CGS
 PV0270  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0270
 PV0270                          STATION DESCRIPTION
 PV0270
 PV0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0270'3.1 MI W FROM GILLETTE.
 PV0270'3.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0270'FROM THE STATION AT GILLETTE, CAMPBELL COUNTY, 1.7 MILES WEST
 PV0270'OF A HIGHWAY UNDERPASS, AT A SLIGHT CURVE, AT THE EAST END OF A
 PV0270'CUT, AND ON A FLAT ROCK OUTCROP, 69.8 FEET SOUTH OF THE SOUTH
 PV0270'RAIL.  THE BOTTOM OF A CHISELED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0114 ***********************************************************************
 MP0114  DESIGNATION -  C 80
 MP0114  PID         -  MP0114
 MP0114  STATE/COUNTY-  WY/ALBANY
 MP0114  USGS QUAD   -  WOODS LANDING (1992)
 MP0114
 MP0114                         *CURRENT SURVEY CONTROL
 MP0114  ___________________________________________________________________
 MP0114* NAD 83(1986)-  41 05 02.     (N)    106 04 53.     (W)     SCALED    
 MP0114* NAVD 88     -      2661.619  (meters)    8732.33   (feet)  ADJUSTED  
 MP0114  ___________________________________________________________________
 MP0114  GEOID HEIGHT-         -10.80  (meters)                     GEOID03
 MP0114  DYNAMIC HT  -        2659.021 (meters)    8723.80  (feet)  COMP
 MP0114  MODELED GRAV-     979,549.8   (mgal)                       NAVD 88
 MP0114
 MP0114  VERT ORDER  -  SECOND    CLASS 0
 MP0114
 MP0114.The horizontal coordinates were scaled from a topographic map and have
 MP0114.an estimated accuracy of +/- 6 seconds.
 MP0114
 MP0114.The orthometric height was determined by differential leveling
 MP0114.and adjusted by the National Geodetic Survey in June 1991..
 MP0114
 MP0114.The geoid height was determined by GEOID03.
 MP0114
 MP0114.The dynamic height is computed by dividing the NAVD 88
 MP0114.geopotential number by the normal gravity value computed on the
 MP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0114.degrees latitude (g = 980.6199 gals.).
 MP0114
 MP0114.The modeled gravity was interpolated from observed gravity values.
 MP0114
 MP0114;                    North         East    Units  Estimated Accuracy
 MP0114;SPC WY E     -    65,240.      123,140.      MT  (+/- 180 meters Scaled)
 MP0114
 MP0114                          SUPERSEDED SURVEY CONTROL
 MP0114
 MP0114  NGVD 29 (??/??/92) 2660.351  (m)         8728.17   (f) ADJ UNCH    2 0
 MP0114
 MP0114.Superseded values are not recommended for survey control.
 MP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0114.See file dsdata.txt to determine how the superseded data were derived.
 MP0114
 MP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF091486(NAD 83)
 MP0114_MARKER: DB = BENCH MARK DISK
 MP0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0114_SP_SET: CULVERT
 MP0114_STAMPING: C 80 1951
 MP0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0114
 MP0114  HISTORY     - Date     Condition        Report By
 MP0114  HISTORY     - 1951     MONUMENTED       CGS
 MP0114  HISTORY     - 1960     MARK NOT FOUND   USGS
 MP0114
 MP0114                          STATION DESCRIPTION
 MP0114
 MP0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MP0114'5.1 MI SW FROM WOODS LANDING.
 MP0114'5.1 MILES SOUTHWEST ALONG STATE HIGHWAY 230 FROM THE LARAMIE RIVER
 MP0114'BRIDGE AT WOODS LANDING, 15 FEET WEST OF THE CENTER LINE OF THE
 MP0114'HIGHWAY, 0.65 MILE NORTHEAST OF BENCH MARK X 79, SET IN THE TOP OF THE
 MP0114'SOUTH END OF THE EAST HEADWALL OF A ROCK CATCH BASIN WHICH IS AT THE
 MP0114'WEST END OF AN 18 INCH PIPE CULVERT.
 MP0114
 MP0114                          STATION RECOVERY (1960)
 MP0114
 MP0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MP0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0105 ***********************************************************************
 MO0105  DESIGNATION -  C 81
 MO0105  PID         -  MO0105
 MO0105  STATE/COUNTY-  WY/LARAMIE
 MO0105  USGS QUAD   -  CARPENTER (1991)
 MO0105
 MO0105                         *CURRENT SURVEY CONTROL
 MO0105  ___________________________________________________________________
 MO0105* NAD 83(1986)-  41 02 58.     (N)    104 21 05.     (W)     SCALED    
 MO0105* NAVD 88     -      1656.944  (meters)    5436.16   (feet)  ADJUSTED  
 MO0105  ___________________________________________________________________
 MO0105  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 MO0105  DYNAMIC HT  -        1655.580 (meters)    5431.68  (feet)  COMP
 MO0105  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 MO0105
 MO0105  VERT ORDER  -  SECOND    CLASS 0
 MO0105
 MO0105.The horizontal coordinates were scaled from a topographic map and have
 MO0105.an estimated accuracy of +/- 6 seconds.
 MO0105
 MO0105.The orthometric height was determined by differential leveling
 MO0105.and adjusted by the National Geodetic Survey in June 1991..
 MO0105
 MO0105.The geoid height was determined by GEOID03.
 MO0105
 MO0105.The dynamic height is computed by dividing the NAVD 88
 MO0105.geopotential number by the normal gravity value computed on the
 MO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0105.degrees latitude (g = 980.6199 gals.).
 MO0105
 MO0105.The modeled gravity was interpolated from observed gravity values.
 MO0105
 MO0105;                    North         East    Units  Estimated Accuracy
 MO0105;SPC WY E     -    61,330.      268,540.      MT  (+/- 180 meters Scaled)
 MO0105
 MO0105                          SUPERSEDED SURVEY CONTROL
 MO0105
 MO0105  NGVD 29 (??/??/92) 1656.051  (m)         5433.23   (f) ADJ UNCH    2 0
 MO0105
 MO0105.Superseded values are not recommended for survey control.
 MO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0105.See file dsdata.txt to determine how the superseded data were derived.
 MO0105
 MO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF545444(NAD 83)
 MO0105_MARKER: DB = BENCH MARK DISK
 MO0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0105_STAMPING: C 81 1952
 MO0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0105+STABILITY: SURFACE MOTION
 MO0105
 MO0105  HISTORY     - Date     Condition        Report By
 MO0105  HISTORY     - 1952     MONUMENTED       CGS
 MO0105
 MO0105                          STATION DESCRIPTION
 MO0105
 MO0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0105'0.9 MI NE FROM CARPENTER.
 MO0105'0.9 MILE NORTHEAST ALONG STATE SECONDARY ROAD 179 FROM THE
 MO0105'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT CARPENTER,
 MO0105'AT A CURVE IN THE ROAD, 213 FEET SOUTHEAST OF THE CENTER LINE
 MO0105'OF STATE SECONDARY ROAD 179, 113 FEET WEST OF THE CENTER LINE
 MO0105'OF A GRAVELED ROAD LEADING SOUTH, 102 FEET WEST OF A FENCE
 MO0105'CORNER, 37 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD
 MO0105'LEADING WEST, 1.8 FEET NORTH OF A FENCE, 3.1 FEET WEST OF A
 MO0105'WITNESS POST, 86 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF A
 MO0105'FARMHOUSE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 MO0105'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0196 ***********************************************************************
 OV0196  DESIGNATION -  C 82
 OV0196  PID         -  OV0196
 OV0196  STATE/COUNTY-  WY/WASHAKIE
 OV0196  USGS QUAD   -  BANJO FLATS WEST (1978)
 OV0196
 OV0196                         *CURRENT SURVEY CONTROL
 OV0196  ___________________________________________________________________
 OV0196* NAD 83(1986)-  43 58 16.     (N)    107 57 06.     (W)     SCALED    
 OV0196* NAVD 88     -      1272.921  (meters)    4176.24   (feet)  ADJUSTED  
 OV0196  ___________________________________________________________________
 OV0196  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 OV0196  DYNAMIC HT  -        1272.321 (meters)    4174.27  (feet)  COMP
 OV0196  MODELED GRAV-     980,103.7   (mgal)                       NAVD 88
 OV0196
 OV0196  VERT ORDER  -  SECOND    CLASS 0
 OV0196
 OV0196.This mark is at Worland Municipal Airport (WRL)
 OV0196
 OV0196.The horizontal coordinates were scaled from a topographic map and have
 OV0196.an estimated accuracy of +/- 6 seconds.
 OV0196
 OV0196.The orthometric height was determined by differential leveling
 OV0196.and adjusted by the National Geodetic Survey in June 1991..
 OV0196
 OV0196.The geoid height was determined by GEOID03.
 OV0196
 OV0196.The dynamic height is computed by dividing the NAVD 88
 OV0196.geopotential number by the normal gravity value computed on the
 OV0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0196.degrees latitude (g = 980.6199 gals.).
 OV0196
 OV0196.The modeled gravity was interpolated from observed gravity values.
 OV0196
 OV0196;                    North         East    Units  Estimated Accuracy
 OV0196;SPC WYEC     -   485,730.      350,390.      MT  (+/- 180 meters Scaled)
 OV0196
 OV0196                          SUPERSEDED SURVEY CONTROL
 OV0196
 OV0196  NGVD 29 (??/??/92) 1272.132  (m)         4173.65   (f) ADJ UNCH    2 0
 OV0196
 OV0196.Superseded values are not recommended for survey control.
 OV0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0196.See file dsdata.txt to determine how the superseded data were derived.
 OV0196
 OV0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ632729(NAD 83)
 OV0196_MARKER: DB = BENCH MARK DISK
 OV0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OV0196_SP_SET: CONCRETE APRON
 OV0196_STAMPING: C 82 1967
 OV0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0196
 OV0196  HISTORY     - Date     Condition        Report By
 OV0196  HISTORY     - 1967     MONUMENTED       CGS
 OV0196  HISTORY     - 1970     GOOD             NGS
 OV0196
 OV0196                          STATION DESCRIPTION
 OV0196
 OV0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OV0196'IN WORLAND MUNICIPAL AP.
 OV0196'THE BENCH MARK IS SITUATED ON THE WORLAND MUNICIPAL AIRPORT AT THE
 OV0196'SOUTHERNMOST HANGAR IN A GROUP OF SIX SUCH STRUCTURES ON THE EAST SIDE
 OV0196'OF RUNWAY 16-34.  THE MARK IS LOCATED 1.9 FT SOUTH OF THE NORTH EDGE
 OV0196'OF A CONCRETE DOOR TRACK SUPPORTING THE HANGARS SLIDING VERTICAL DOORS
 OV0196'AND 10.9 FT. NORTH OF THE 63 FT. X 62 FT. HANGARS NORTH WALL. THE
 OV0196'STATION IS A STANDARD USC AND GS BENCH MARK DISK STAMPED C 82 1967 SET
 OV0196'IN TOP OF THE CONCRETE APRON.
 OV0196
 OV0196                          STATION RECOVERY (1970)
 OV0196
 OV0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OV0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0060 ***********************************************************************
 PX0060  DESIGNATION -  C 83
 PX0060  PID         -  PX0060
 PX0060  STATE/COUNTY-  WY/HOT SPRINGS
 PX0060  USGS QUAD   -  HILLBERRY RIM (1951)
 PX0060
 PX0060                         *CURRENT SURVEY CONTROL
 PX0060  ___________________________________________________________________
 PX0060* NAD 83(1986)-  44 02 56.     (N)    108 42 49.     (W)     SCALED    
 PX0060* NAVD 88     -      1702.148  (meters)    5584.46   (feet)  ADJUSTED  
 PX0060  ___________________________________________________________________
 PX0060  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 PX0060  DYNAMIC HT  -        1701.170 (meters)    5581.26  (feet)  COMP
 PX0060  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 PX0060
 PX0060  VERT ORDER  -  SECOND    CLASS 0
 PX0060
 PX0060.The horizontal coordinates were scaled from a topographic map and have
 PX0060.an estimated accuracy of +/- 6 seconds.
 PX0060
 PX0060.The orthometric height was determined by differential leveling
 PX0060.and adjusted by the National Geodetic Survey in June 1991..
 PX0060
 PX0060.The geoid height was determined by GEOID03.
 PX0060
 PX0060.The dynamic height is computed by dividing the NAVD 88
 PX0060.geopotential number by the normal gravity value computed on the
 PX0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0060.degrees latitude (g = 980.6199 gals.).
 PX0060
 PX0060.The modeled gravity was interpolated from observed gravity values.
 PX0060
 PX0060;                    North         East    Units  Estimated Accuracy
 PX0060;SPC WYWC     -   394,180.      602,920.      MT  (+/- 180 meters Scaled)
 PX0060
 PX0060                          SUPERSEDED SURVEY CONTROL
 PX0060
 PX0060  NGVD 29 (??/??/92) 1701.095  (m)         5581.01   (f) ADJ UNCH    2 0
 PX0060
 PX0060.Superseded values are not recommended for survey control.
 PX0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0060.See file dsdata.txt to determine how the superseded data were derived.
 PX0060
 PX0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP831798(NAD 83)
 PX0060_MARKER: DB = BENCH MARK DISK
 PX0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0060_SP_SET: CONCRETE POST
 PX0060_STAMPING: C 83 1934
 PX0060_MARK LOGO: CGS   
 PX0060_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0060+STABILITY: SURFACE MOTION
 PX0060
 PX0060  HISTORY     - Date     Condition        Report By
 PX0060  HISTORY     - 1934     MONUMENTED       CGS
 PX0060  HISTORY     - 1950     GOOD             USGS
 PX0060  HISTORY     - 19840420 GOOD             WYDT
 PX0060
 PX0060                          STATION DESCRIPTION
 PX0060
 PX0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0060'10.5 MI NW FROM MEETEETSE.
 PX0060'10.5 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 PX0060'GRASS CREEK, HOT SPRINGS COUNTY, 11.3 MILES SOUTHEAST OF THE POST
 PX0060'OFFICE AT MEETEETSE, PARK COUNTY, 1000 FEET SOUTH OF HIGHWAY, 850 FEET
 PX0060'EAST OF A DRAIN, .30 FEET NORTH OF OLD HIGHWAY.  A STANDARD DISK,
 PX0060'STAMPED C 83 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PX0060
 PX0060                          STATION RECOVERY (1950)
 PX0060
 PX0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 PX0060'RECOVERED IN GOOD CONDITION.
 PX0060
 PX0060                          STATION RECOVERY (1984)
 PX0060
 PX0060'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1984
 PX0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0167 ***********************************************************************
 PX0167  DESIGNATION -  C 84
 PX0167  PID         -  PX0167
 PX0167  STATE/COUNTY-  WY/PARK
 PX0167  USGS QUAD   -  CODY (1987)
 PX0167
 PX0167                         *CURRENT SURVEY CONTROL
 PX0167  ___________________________________________________________________
 PX0167* NAD 83(1993)-  44 33 31.73746(N)    109 05 15.99377(W)     ADJUSTED  
 PX0167* NAVD 88     -      1594.690  (meters)    5231.91   (feet)  ADJUSTED  
 PX0167  ___________________________________________________________________
 PX0167  X           -  -1,488,987.839 (meters)                     COMP
 PX0167  Y           -  -4,302,909.074 (meters)                     COMP
 PX0167  Z           -   4,453,658.212 (meters)                     COMP
 PX0167  LAPLACE CORR-         -19.21  (seconds)                    DEFLEC99
 PX0167  ELLIP HEIGHT-        1583.04  (meters)          (02/28/01) GPS OBS
 PX0167  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 PX0167  DYNAMIC HT  -        1593.888 (meters)    5229.28  (feet)  COMP
 PX0167  MODELED GRAV-     980,059.2   (mgal)                       NAVD 88
 PX0167
 PX0167  HORZ ORDER  -  A
 PX0167  VERT ORDER  -  SECOND    CLASS 0
 PX0167  ELLP ORDER  -  SECOND    CLASS I
 PX0167
 PX0167.The horizontal coordinates were established by GPS observations
 PX0167.and adjusted by the National Geodetic Survey in February 2001..
 PX0167
 PX0167.The orthometric height was determined by differential leveling
 PX0167.and adjusted by the National Geodetic Survey in June 1991..
 PX0167
 PX0167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PX0167
 PX0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0167
 PX0167.The ellipsoidal height was determined by GPS observations
 PX0167.and is referenced to NAD 83.
 PX0167
 PX0167.The geoid height was determined by GEOID03.
 PX0167
 PX0167.The dynamic height is computed by dividing the NAVD 88
 PX0167.geopotential number by the normal gravity value computed on the
 PX0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0167.degrees latitude (g = 980.6199 gals.).
 PX0167
 PX0167.The modeled gravity was interpolated from observed gravity values.
 PX0167
 PX0167;                    North         East     Units Scale Factor Converg.
 PX0167;SPC WYWC     -   450,895.282   573,165.514   MT  0.99994635   -0 14 13.2
 PX0167;UTM  12      - 4,935,720.793   651,865.073   MT  0.99988362   +1 20 31.0
 PX0167
 PX0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0167!SPC WYWC     -   0.99975185  x   0.99994635  =   0.99969821
 PX0167!UTM  12      -   0.99975185  x   0.99988362  =   0.99963550
 PX0167
 PX0167:                Primary Azimuth Mark                     Grid Az
 PX0167:SPC WYWC     -  PORT                                     126 24 33.2
 PX0167:UTM  12      -  PORT                                     124 49 49.0
 PX0167
 PX0167|---------------------------------------------------------------------|
 PX0167| PID    Reference Object                     Distance      Geod. Az  |
 PX0167|                                                           dddmmss.s |
 PX0167| PX0402 PORT                                APPROX. 7.4 KM 1261020.0 |
 PX0167|---------------------------------------------------------------------|
 PX0167
 PX0167                          SUPERSEDED SURVEY CONTROL
 PX0167
 PX0167  NAD 83(1993)-  44 33 31.75086(N)    109 05 15.99339(W) AD(       ) 3
 PX0167  NAD 83(1986)-  44 33 31.73999(N)    109 05 15.99012(W) AD(       ) 3
 PX0167  NAD 27      -  44 33 31.88219(N)    109 05 13.47241(W) AD(       ) 3
 PX0167  NAVD 88 (02/28/01) 1594.69   (m)         5231.9    (f) LEVELING    3  
 PX0167  NGVD 29 (??/??/92) 1593.608  (m)         5228.36   (f) ADJ UNCH    2 0
 PX0167
 PX0167.Superseded values are not recommended for survey control.
 PX0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0167.See file dsdata.txt to determine how the superseded data were derived.
 PX0167
 PX0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5186535721(NAD 83)
 PX0167_MARKER: DB = BENCH MARK DISK
 PX0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0167_STAMPING: C 84 1934
 PX0167_MARK LOGO: CGS   
 PX0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0167+STABILITY: SURFACE MOTION
 PX0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0167+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2001
 PX0167
 PX0167  HISTORY     - Date     Condition        Report By
 PX0167  HISTORY     - 19340101 MONUMENTED       CGS
 PX0167  HISTORY     - 1934     GOOD             CGS
 PX0167  HISTORY     - 1983     GOOD             USGS
 PX0167  HISTORY     - 19991013 GOOD             HOLMBL
 PX0167  HISTORY     - 20010704 GOOD             NGS
 PX0167
 PX0167                          STATION DESCRIPTION
 PX0167
 PX0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0167'LOCATED ABOUT 3 MI. NW. OF CODY WYOMING, ABOUT 1 MI. NW. OF THE
 PX0167'BURLINGTON DEPOT AT CODY, ON THE OLD CODY TO CLARK RD. ABOUT 53 FT.
 PX0167'SW. OF THE OLD RD. ABOUT 30 FT. N. OF
 PX0167'THE HEART MOUNTAIN CANAL, IN THE NE. CORNER OF A WHEAT FIELD.
 PX0167'
 PX0167'TO REACH FROM THE POST OFFICE AT CODY, WYOMING, FOLLOW THE NEW HIGHWAY
 PX0167'TOWARD CLARK FOR ABOUT 4 MI. TURN BACK S. ON OLD RD. AND FOLLOW FOR
 PX0167'2550 FT. TO THE HEART MOUNTAIN CANAL.  STATION IS LOCATED IN THE
 PX0167'CORNER OF FIELD ABOUT 53 FT. SW. OF THE CENTER OF THE OLD RD.
 PX0167'
 PX0167'STATION MARK - STANDARD NGS BENCH MARK TABLET STAMPED ---C-84 1934---
 PX0167'SET IN TOP OF CONCRETE POST.
 PX0167'
 PX0167'REFERENCE MARKS - NONE.
 PX0167
 PX0167                          STATION RECOVERY (1934)
 PX0167
 PX0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PX0167'3.3 MI W FROM CODY.
 PX0167'3.3 MILES WEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE POST
 PX0167'OFFICE AT CODY, PARK COUNTY, ABOUT 1.9 MILES NORTH OF THE CHICAGO,
 PX0167'BURLINGTON AND QUINCY RAILROAD STATION AT CODY, 53 FEET SOUTHWEST OF
 PX0167'THE CENTER LINE OF THE ROAD, AND 72 FEET WEST OF A POLE.  A STANDARD
 PX0167'DISK, STAMPED C 84 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 PX0167'ALONG THE OLD ROAD LEADING TO CLARK, WYOMING, 1500 FEET NORTHEAST OF
 PX0167'NEW ROAD.  MARK IS ON SOUTH SIDE OF OLD ROAD, IN THE NORTHEAST CORNER
 PX0167'OF FIELD AND 51 FEET WEST OF THE CENTERLINE OF THE HART MOUNTAIN
 PX0167'CANAL.
 PX0167
 PX0167                          STATION RECOVERY (1983)
 PX0167
 PX0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0167'CODY, PARK COUNTY WYOMING, FROM THE INTERSECTION OF U.S. 14-20 AND
 PX0167'U.S. 14 A, 0.4 MILE NORTH ALONG U.S. 14 A JCT. STATE 120, TURN LEFT
 PX0167'2.6 MILES TO HEART MTN. CANAL, BENCH MARK IS ON THE SOUTH SIDE OF OLD
 PX0167'ROAD SCAR AND 51 FEET NORTHWEST OF TH E CENTERLINE OF THE HEART
 PX0167'MOUNTAIN CANAL, PROJECTING 0.6 FT. A STANDARD TABLET STAMPED 'C 84
 PX0167'1934'.
 PX0167
 PX0167                          STATION RECOVERY (1999)
 PX0167
 PX0167'RECOVERY NOTE BY HOLM, BLOUGH AND COMPANY 1999 (RBB)
 PX0167'RECOVERED AS DESCRIBED.  ADD - FROM THE NORTH SIDE OF THE CANAL, TURN
 PX0167'INTO THE FIRST CATTLEGUARD TO THE EAST THEN TOWARD THE CANAL TO THE
 PX0167'SOUTH.  IT IS ABOUT 1500 FT (457.2 M) MORE OR LESS EAST OF STATE
 PX0167'HIGHWAY 120 (BELFRY HIGHWAY) ALONG THE NORTH SIDE OF THE HEART
 PX0167'MOUNTAIN CANAL ON THE SOUTHWEST SIDE OF AN OLD ROAD SCAR.
 PX0167'OWNERSHIP--U.S.  BUREAU OF RECLAMATION.  MARK IS A CGS BENCH MARK DISH
 PX0167'SET IN 6 INCH SQUARE CONCRETE MONUMENT PROJECTING 9 INCHES ABOVE
 PX0167'GROUND.  RECOVERED BY RUSSEL BLOUGH OF HOLM BLOUGH AND CO.
 PX0167
 PX0167                          STATION RECOVERY (2001)
 PX0167
 PX0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 PX0167'RECOVERED AS DESCRIBED.  ADD--FROM A DRIVEWAY ALONG THE SOUTH
 PX0167'SIDE OF A HOUSE, GO NORTHEASTERLY ALONG THE NORTH SIDE OF A LARGE
 PX0167'CANAL FOR 0.28 MI TO THE STATION JUST PAST SEVERAL PILES OF ROCK AND
 PX0167'DIRT.
 PX0167'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0110 ***********************************************************************
 PX0110  DESIGNATION -  C 85
 PX0110  PID         -  PX0110
 PX0110  STATE/COUNTY-  WY/PARK
 PX0110  USGS QUAD   -  CORBETT DAM (1966)
 PX0110
 PX0110                         *CURRENT SURVEY CONTROL
 PX0110  ___________________________________________________________________
 PX0110* NAD 83(1986)-  44 30 03.     (N)    108 55 09.     (W)     SCALED    
 PX0110* NAVD 88     -      1593.533  (meters)    5228.12   (feet)  ADJUSTED  
 PX0110  ___________________________________________________________________
 PX0110  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 PX0110  DYNAMIC HT  -        1592.704 (meters)    5225.40  (feet)  COMP
 PX0110  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 PX0110
 PX0110  VERT ORDER  -  SECOND    CLASS 0
 PX0110
 PX0110.The horizontal coordinates were scaled from a topographic map and have
 PX0110.an estimated accuracy of +/- 6 seconds.
 PX0110
 PX0110.The orthometric height was determined by differential leveling
 PX0110.and adjusted by the National Geodetic Survey in June 1991..
 PX0110
 PX0110.The geoid height was determined by GEOID03.
 PX0110
 PX0110.The dynamic height is computed by dividing the NAVD 88
 PX0110.geopotential number by the normal gravity value computed on the
 PX0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0110.degrees latitude (g = 980.6199 gals.).
 PX0110
 PX0110.The modeled gravity was interpolated from observed gravity values.
 PX0110
 PX0110;                    North         East    Units  Estimated Accuracy
 PX0110;SPC WYWC     -   444,410.      586,550.      MT  (+/- 180 meters Scaled)
 PX0110
 PX0110                          SUPERSEDED SURVEY CONTROL
 PX0110
 PX0110  NGVD 29 (??/??/92) 1592.442  (m)         5224.54   (f) ADJ UNCH    2 0
 PX0110
 PX0110.Superseded values are not recommended for survey control.
 PX0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0110.See file dsdata.txt to determine how the superseded data were derived.
 PX0110
 PX0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ654296(NAD 83)
 PX0110_MARKER: DB = BENCH MARK DISK
 PX0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0110_STAMPING: C 85 1934
 PX0110_MARK LOGO: CGS   
 PX0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0110+STABILITY: SURFACE MOTION
 PX0110
 PX0110  HISTORY     - Date     Condition        Report By
 PX0110  HISTORY     - 1934     MONUMENTED       CGS
 PX0110  HISTORY     - 1966     MARK NOT FOUND   USGS
 PX0110  HISTORY     - 20000712 MARK NOT FOUND   CGS
 PX0110
 PX0110                          STATION DESCRIPTION
 PX0110
 PX0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0110'7.9 MI E FROM CODY.
 PX0110'ABOUT 7.9 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PX0110'CODY, PARK COUNTY, ABOUT 5.5 MILES EAST OF THE JUNCTION OF STATE
 PX0110'HIGHWAY 420, ABOUT 3.6 MILES EAST OF A SCHOOL, 60.7 FEET NORTH OF THE
 PX0110'CENTER LINE OF THE HIGHWAY, AND ABOUT 4.0 FEET LOWER THAN THE HIGHWAY.
 PX0110'A STANDARD DISK, STAMPED C 85 1934 AND SET IN THE TOP OF A CONCRETE
 PX0110'POST.
 PX0110
 PX0110                          STATION RECOVERY (1966)
 PX0110
 PX0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0110'MARK NOT FOUND.
 PX0110
 PX0110                          STATION RECOVERY (2000)
 PX0110
 PX0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0110'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0182 ***********************************************************************
 PW0182  DESIGNATION -  C 86
 PW0182  PID         -  PW0182
 PW0182  STATE/COUNTY-  WY/SHERIDAN
 PW0182  USGS QUAD   -  ACME (1978)
 PW0182
 PW0182                         *CURRENT SURVEY CONTROL
 PW0182  ___________________________________________________________________
 PW0182* NAD 83(1986)-  44 56 08.     (N)    106 56 08.     (W)     SCALED    
 PW0182* NAVD 88     -      1098.869  (meters)    3605.21   (feet)  ADJUSTED  
 PW0182  ___________________________________________________________________
 PW0182  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 PW0182  DYNAMIC HT  -        1098.502 (meters)    3604.00  (feet)  COMP
 PW0182  MODELED GRAV-     980,245.2   (mgal)                       NAVD 88
 PW0182
 PW0182  VERT ORDER  -  SECOND    CLASS 0
 PW0182
 PW0182.The horizontal coordinates were scaled from a topographic map and have
 PW0182.an estimated accuracy of +/- 6 seconds.
 PW0182
 PW0182.The orthometric height was determined by differential leveling
 PW0182.and adjusted by the National Geodetic Survey in June 1991..
 PW0182
 PW0182.The geoid height was determined by GEOID03.
 PW0182
 PW0182.The dynamic height is computed by dividing the NAVD 88
 PW0182.geopotential number by the normal gravity value computed on the
 PW0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0182.degrees latitude (g = 980.6199 gals.).
 PW0182
 PW0182.The modeled gravity was interpolated from observed gravity values.
 PW0182
 PW0182;                    North         East    Units  Estimated Accuracy
 PW0182;SPC WYEC     -   592,780.      431,400.      MT  (+/- 180 meters Scaled)
 PW0182
 PW0182                          SUPERSEDED SURVEY CONTROL
 PW0182
 PW0182  NGVD 29 (??/??/92) 1098.170  (m)         3602.91   (f) ADJ UNCH    2 0
 PW0182
 PW0182.Superseded values are not recommended for survey control.
 PW0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0182.See file dsdata.txt to determine how the superseded data were derived.
 PW0182
 PW0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK472776(NAD 83)
 PW0182_MARKER: DB = BENCH MARK DISK
 PW0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0182_STAMPING: C 86 1934
 PW0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0182+STABILITY: SURFACE MOTION
 PW0182
 PW0182  HISTORY     - Date     Condition        Report By
 PW0182  HISTORY     - 1934     MONUMENTED       CGS
 PW0182  HISTORY     - 1968     MARK NOT FOUND   USGS
 PW0182
 PW0182                          STATION DESCRIPTION
 PW0182
 PW0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0182'7.9 MI NE FROM MONARCH.
 PW0182'3.7 MILES EAST ALONG U.S. HIGHWAY 87E FROM THE CHICAGO, BURLINGTON AND
 PW0182'QUINCY RAILROAD STATION AT MONARCH, SHERIDAN COUNTY, THENCE 4.2 MILES
 PW0182'NORTHEAST ALONG THE ROAD LEADING TO BIRNEY, MONTANA.  AT THE TOP OF A
 PW0182'HILL, 120.8 FEET EAST OF THE NORTHEAST CORNER OF A SCHOOLHOUSE, 43.3
 PW0182'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND 6.8 FEET NORTHEAST
 PW0182'OF A FENCE.  A STANDARD DISK, STAMPED C 86 1934 AND SET IN THE TOP OF
 PW0182'A CONCRETE POST.
 PW0182
 PW0182                          STATION RECOVERY (1968)
 PW0182
 PW0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PW0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0146 ***********************************************************************
 NQ0146  DESIGNATION -  C 87
 NQ0146  PID         -  NQ0146
 NQ0146  STATE/COUNTY-  WY/PLATTE
 NQ0146  USGS QUAD   -  DWYER (1990)
 NQ0146
 NQ0146                         *CURRENT SURVEY CONTROL
 NQ0146  ___________________________________________________________________
 NQ0146* NAD 83(1986)-  42 10 40.     (N)    104 57 07.     (W)     SCALED    
 NQ0146* NAVD 88     -      1394.658  (meters)    4575.64   (feet)  ADJUSTED  
 NQ0146  ___________________________________________________________________
 NQ0146  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 NQ0146  DYNAMIC HT  -        1393.767 (meters)    4572.72  (feet)  COMP
 NQ0146  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 NQ0146
 NQ0146  VERT ORDER  -  FIRST     CLASS II
 NQ0146
 NQ0146.The horizontal coordinates were scaled from a topographic map and have
 NQ0146.an estimated accuracy of +/- 6 seconds.
 NQ0146
 NQ0146.The orthometric height was determined by differential leveling
 NQ0146.and adjusted by the National Geodetic Survey in June 1991..
 NQ0146
 NQ0146.The geoid height was determined by GEOID03.
 NQ0146
 NQ0146.The dynamic height is computed by dividing the NAVD 88
 NQ0146.geopotential number by the normal gravity value computed on the
 NQ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0146.degrees latitude (g = 980.6199 gals.).
 NQ0146
 NQ0146.The modeled gravity was interpolated from observed gravity values.
 NQ0146
 NQ0146;                    North         East    Units  Estimated Accuracy
 NQ0146;SPC WY E     -   186,350.      217,740.      MT  (+/- 180 meters Scaled)
 NQ0146
 NQ0146                          SUPERSEDED SURVEY CONTROL
 NQ0146
 NQ0146  NGVD 29 (??/??/92) 1393.857  (m)         4573.01   (f) ADJ UNCH    1 2
 NQ0146
 NQ0146.Superseded values are not recommended for survey control.
 NQ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0146.See file dsdata.txt to determine how the superseded data were derived.
 NQ0146
 NQ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG039695(NAD 83)
 NQ0146_MARKER: DB = BENCH MARK DISK
 NQ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0146_STAMPING: C 87 1934
 NQ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0146+STABILITY: SURFACE MOTION
 NQ0146
 NQ0146  HISTORY     - Date     Condition        Report By
 NQ0146  HISTORY     - 1934     MONUMENTED       CGS
 NQ0146  HISTORY     - 1956     GOOD             NGS
 NQ0146
 NQ0146                          STATION DESCRIPTION
 NQ0146
 NQ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0146'11 MI NW FROM WHEATLAND.
 NQ0146'11.0 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0146'FROM THE STATION AT WHEATLAND, AT THE SOUTH END OF A CUT,
 NQ0146'205 FEET SOUTHEAST OF MILEPOST 225, 85 FEET EAST OF THE EAST
 NQ0146'RAIL, 12.6 FEET WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS
 NQ0146'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 NQ0146'FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 36,
 NQ0146'TOWNSHIP 26 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0394 ***********************************************************************
 MO0394  DESIGNATION -  C 88
 MO0394  PID         -  MO0394
 MO0394  STATE/COUNTY-  WY/ALBANY
 MO0394  USGS QUAD   -  GUIDE ROCK (1981)
 MO0394
 MO0394                         *CURRENT SURVEY CONTROL
 MO0394  ___________________________________________________________________
 MO0394* NAD 83(1986)-  41 45 44.     (N)    105 22 57.     (W)     SCALED    
 MO0394* NAVD 88     -      1876.984  (meters)    6158.07   (feet)  ADJUSTED  
 MO0394  ___________________________________________________________________
 MO0394  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 MO0394  DYNAMIC HT  -        1875.562 (meters)    6153.41  (feet)  COMP
 MO0394  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 MO0394
 MO0394  VERT ORDER  -  SECOND    CLASS 0
 MO0394
 MO0394.The horizontal coordinates were scaled from a topographic map and have
 MO0394.an estimated accuracy of +/- 6 seconds.
 MO0394
 MO0394.The orthometric height was determined by differential leveling
 MO0394.and adjusted by the National Geodetic Survey in June 1991..
 MO0394
 MO0394.The geoid height was determined by GEOID03.
 MO0394
 MO0394.The dynamic height is computed by dividing the NAVD 88
 MO0394.geopotential number by the normal gravity value computed on the
 MO0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0394.degrees latitude (g = 980.6199 gals.).
 MO0394
 MO0394.The modeled gravity was interpolated from observed gravity values.
 MO0394
 MO0394;                    North         East    Units  Estimated Accuracy
 MO0394;SPC WY E     -   140,190.      182,050.      MT  (+/- 180 meters Scaled)
 MO0394
 MO0394                          SUPERSEDED SURVEY CONTROL
 MO0394
 MO0394  NGVD 29 (??/??/92) 1876.065  (m)         6155.06   (f) ADJ UNCH    2 0
 MO0394
 MO0394.Superseded values are not recommended for survey control.
 MO0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0394.See file dsdata.txt to determine how the superseded data were derived.
 MO0394
 MO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG682234(NAD 83)
 MO0394_MARKER: DB = BENCH MARK DISK
 MO0394_SETTING: 66 = SET IN ROCK OUTCROP
 MO0394_SP_SET: MASSIVE OUTCROP
 MO0394_STAMPING: C 88 1934
 MO0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0394+STABILITY: POSITION/ELEVATION WELL
 MO0394
 MO0394  HISTORY     - Date     Condition        Report By
 MO0394  HISTORY     - 1934     MONUMENTED       CGS
 MO0394  HISTORY     - 1966     GOOD             NGS
 MO0394
 MO0394                          STATION DESCRIPTION
 MO0394
 MO0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0394'35.2 MI SW FROM WHEATLAND.
 MO0394'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0394'WHEATLAND, THENCE 28.5 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0394'NORTHWEST AND ACROSS THE HIGHWAY FROM A PULLOUT, IN THE TOP AND
 MO0394'AT THE BASE OF A MASSIVE OUTCROP, 86 FEET NORTHWEST OF THE
 MO0394'CENTER LINE OF THE HIGHWAY, 65 FEET NORTH OF THE NORTHEAST END
 MO0394'OF A GATE, 28.6 FEET NORTHWEST OF A FENCE, 28.9 FEET NORTHWEST
 MO0394'OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE HIGHWAY AND
 MO0394'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0062 ***********************************************************************
 MO0062  DESIGNATION -  C 89
 MO0062  PID         -  MO0062
 MO0062  STATE/COUNTY-  WY/LARAMIE
 MO0062  USGS QUAD   -  ROUND TOP (1991)
 MO0062
 MO0062                         *CURRENT SURVEY CONTROL
 MO0062  ___________________________________________________________________
 MO0062* NAD 83(1986)-  41 29 41.     (N)    104 20 50.     (W)     SCALED    
 MO0062* NAVD 88     -      1567.240  (meters)    5141.85   (feet)  ADJUSTED  
 MO0062  ___________________________________________________________________
 MO0062  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 MO0062  DYNAMIC HT  -        1566.058 (meters)    5137.98  (feet)  COMP
 MO0062  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 MO0062
 MO0062  VERT ORDER  -  SECOND    CLASS 0
 MO0062
 MO0062.The horizontal coordinates were scaled from a topographic map and have
 MO0062.an estimated accuracy of +/- 6 seconds.
 MO0062
 MO0062.The orthometric height was determined by differential leveling
 MO0062.and adjusted by the National Geodetic Survey in June 1991..
 MO0062
 MO0062.The geoid height was determined by GEOID03.
 MO0062
 MO0062.The dynamic height is computed by dividing the NAVD 88
 MO0062.geopotential number by the normal gravity value computed on the
 MO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0062.degrees latitude (g = 980.6199 gals.).
 MO0062
 MO0062.The modeled gravity was interpolated from observed gravity values.
 MO0062
 MO0062;                    North         East    Units  Estimated Accuracy
 MO0062;SPC WY E     -   110,790.      268,420.      MT  (+/- 180 meters Scaled)
 MO0062
 MO0062                          SUPERSEDED SURVEY CONTROL
 MO0062
 MO0062  NGVD 29 (??/??/92) 1566.398  (m)         5139.09   (f) ADJ UNCH    2 0
 MO0062
 MO0062.Superseded values are not recommended for survey control.
 MO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0062.See file dsdata.txt to determine how the superseded data were derived.
 MO0062
 MO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF544938(NAD 83)
 MO0062_MARKER: DB = BENCH MARK DISK
 MO0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0062_STAMPING: C 89 1934
 MO0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0062+STABILITY: SURFACE MOTION
 MO0062
 MO0062  HISTORY     - Date     Condition        Report By
 MO0062  HISTORY     - 1934     MONUMENTED       CGS
 MO0062  HISTORY     - 1958     MARK NOT FOUND   USGS
 MO0062
 MO0062                          STATION DESCRIPTION
 MO0062
 MO0062'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO0062'15.7 MI SW FROM LAGRANGE.
 MO0062'IN LARAMIE COUNTY, 4.0 MILES WEST ALONG THE OILED COUNTY ROAD
 MO0062'LEADING TO U.S. HIGHWAY 85 FROM THE POST OFFICE AT LAGRANGE,
 MO0062'GOSHEN COUNTY, THENCE 11.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 85,
 MO0062'42.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT LEVEL
 MO0062'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 89 1934 AND SET
 MO0062'IN THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0123 ***********************************************************************
 PY0123  DESIGNATION -  C 9
 PY0123  PID         -  PY0123
 PY0123  STATE/COUNTY-  WY/PARK
 PY0123  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0123
 PY0123                         *CURRENT SURVEY CONTROL
 PY0123  ___________________________________________________________________
 PY0123* NAD 83(1986)-  44 50 34.     (N)    110 43 59.     (W)     SCALED    
 PY0123* NAVD 88     -      2238.029  (meters)    7342.60   (feet)  ADJUSTED  
 PY0123  ___________________________________________________________________
 PY0123  GEOID HEIGHT-          -8.43  (meters)                     GEOID03
 PY0123  DYNAMIC HT  -        2236.706 (meters)    7338.26  (feet)  COMP
 PY0123  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 PY0123
 PY0123  VERT ORDER  -  FIRST     CLASS II
 PY0123
 PY0123.The horizontal coordinates were scaled from a topographic map and have
 PY0123.an estimated accuracy of +/- 6 seconds.
 PY0123
 PY0123.The orthometric height was determined by differential leveling
 PY0123.and adjusted by the National Geodetic Survey in June 1991..
 PY0123
 PY0123.The geoid height was determined by GEOID03.
 PY0123
 PY0123.The dynamic height is computed by dividing the NAVD 88
 PY0123.geopotential number by the normal gravity value computed on the
 PY0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0123.degrees latitude (g = 980.6199 gals.).
 PY0123
 PY0123.The modeled gravity was interpolated from observed gravity values.
 PY0123
 PY0123;                    North         East    Units  Estimated Accuracy
 PY0123;SPC WYWC     -   484,310.      443,230.      MT  (+/- 180 meters Scaled)
 PY0123
 PY0123                          SUPERSEDED SURVEY CONTROL
 PY0123
 PY0123  NGVD 29 (08/20/92) 2236.716  (m)         7338.29   (f) ADJUSTED    1 2
 PY0123
 PY0123.Superseded values are not recommended for survey control.
 PY0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0123.See file dsdata.txt to determine how the superseded data were derived.
 PY0123
 PY0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ210655(NAD 83)
 PY0123_MARKER: DB = BENCH MARK DISK
 PY0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0123_SP_SET: CONCRETE POST
 PY0123_STAMPING: C 9 1923 7337.380
 PY0123_MARK LOGO: CGS   
 PY0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0123+STABILITY: SURFACE MOTION
 PY0123
 PY0123  HISTORY     - Date     Condition        Report By
 PY0123  HISTORY     - 1923     MONUMENTED       CGS
 PY0123  HISTORY     - 1960     GOOD             NGS
 PY0123  HISTORY     - 1983     GOOD             NGS
 PY0123  HISTORY     - 1987     GOOD             NGS
 PY0123
 PY0123                          STATION DESCRIPTION
 PY0123
 PY0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0123'10.0 MI N FROM NORRIS.
 PY0123'ABOUT 10.0 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS
 PY0123'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 28 FEET NORTHEAST OF THE
 PY0123'CENTER LINE OF THE HIGHWAY, 29 FEET NORTHWEST OF THE CENTER OF THE
 PY0123'MORE NORTHWESTERLY STONE STEPS LEADING TO APOLLINORIS SPRINGS, 28 FEET
 PY0123'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 1/2 FEET ABOVE
 PY0123'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 PY0123
 PY0123                          STATION RECOVERY (1983)
 PY0123
 PY0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0123'RECOVERED IN GOOD CONDITION.
 PY0123
 PY0123                          STATION RECOVERY (1987)
 PY0123
 PY0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0208 ***********************************************************************
 MO0208  DESIGNATION -  C 90
 MO0208  PID         -  MO0208
 MO0208  STATE/COUNTY-  WY/LARAMIE
 MO0208  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0208
 MO0208                         *CURRENT SURVEY CONTROL
 MO0208  ___________________________________________________________________
 MO0208* NAD 83(1986)-  41 07 47.     (N)    104 47 10.     (W)     SCALED    
 MO0208* NAVD 88     -      1839.760  (meters)    6035.95   (feet)  ADJUSTED  
 MO0208  ___________________________________________________________________
 MO0208  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 MO0208  DYNAMIC HT  -        1838.159 (meters)    6030.69  (feet)  COMP
 MO0208  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 MO0208
 MO0208  VERT ORDER  -  FIRST     CLASS II
 MO0208
 MO0208.The horizontal coordinates were scaled from a topographic map and have
 MO0208.an estimated accuracy of +/- 6 seconds.
 MO0208
 MO0208.The orthometric height was determined by differential leveling
 MO0208.and adjusted by the National Geodetic Survey in June 1991..
 MO0208
 MO0208.The geoid height was determined by GEOID03.
 MO0208
 MO0208.The dynamic height is computed by dividing the NAVD 88
 MO0208.geopotential number by the normal gravity value computed on the
 MO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0208.degrees latitude (g = 980.6199 gals.).
 MO0208
 MO0208.The modeled gravity was interpolated from observed gravity values.
 MO0208
 MO0208;                    North         East    Units  Estimated Accuracy
 MO0208;SPC WY E     -    70,000.      231,950.      MT  (+/- 180 meters Scaled)
 MO0208
 MO0208                          SUPERSEDED SURVEY CONTROL
 MO0208
 MO0208  NGVD 29 (06/08/92) 1838.745  (m)         6032.62   (f) ADJUSTED    1 2
 MO0208
 MO0208.Superseded values are not recommended for survey control.
 MO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0208.See file dsdata.txt to determine how the superseded data were derived.
 MO0208
 MO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF179531(NAD 83)
 MO0208_MARKER: DB = BENCH MARK DISK
 MO0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0208_STAMPING: C 90 1934
 MO0208_MARK LOGO: CGS   
 MO0208_PROJECTION: FLUSH
 MO0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0208+STABILITY: SURFACE MOTION
 MO0208
 MO0208  HISTORY     - Date     Condition        Report By
 MO0208  HISTORY     - 1934     MONUMENTED       CGS
 MO0208  HISTORY     - 1960     MARK NOT FOUND   USGS
 MO0208  HISTORY     - 1982     GOOD             NGS
 MO0208  HISTORY     - 1983     GOOD             NGS
 MO0208
 MO0208                          STATION DESCRIPTION
 MO0208
 MO0208'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MO0208'1.4 MI E FROM CHEYENNE.
 MO0208'1.4 MILES E ALONG THE UNION PACIFIC RR FROM THE STATION AT
 MO0208'CHEYENNE, LARAMIE COUNTY, 275 FEET E OF MILEPOST 508, 82.9 FEET
 MO0208'S OF THE CENTERLINE OF THE TRACK, AND 2 FEET HIGHER THAN THE
 MO0208'TRACK.  A STANDARD DISK, STAMPED C 90 1934 AND SET IN THE TOP
 MO0208'OF A CONCRETE POST.
 MO0208
 MO0208                          STATION RECOVERY (1982)
 MO0208
 MO0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MO0208'THE MARK WAS NOT RECOVERED IN 1960 BY THE USGS. A NEW DESCRIPTION
 MO0208'FOLLOWS. 2.5 KM (1.4 MI) EAST ALONG THE UNION PACIFIC RR FROM THE
 MO0208'STATION IN CHEYENNE AND JUST NORTH OF THE HUSKY OIL REFINERY IN
 MO0208'SOUTHEAST CHEYENNE. IT IS 84 M (275 FT) EAST OF MILEPOST 508, 25 M
 MO0208'(82 FT) NORTH FROM THE CENTERLINE OF CAMP STOOL ROAD, 18.6 M (61 FT)
 MO0208'SOUTH FROM THE CENTER OF THE SOUTHERMOST TRACK ON THE UNION PACIFIC
 MO0208'RAILROAD, AND ON A SMALL RIDE IN THE RIGHT OF WAY THAT HAS BEEN CUT
 MO0208'AROUND THE MARK.
 MO0208
 MO0208                          STATION RECOVERY (1983)
 MO0208
 MO0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0208'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.3 KM
 MO0208'(1.4 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MO0208'CHEYENNE, 83.8 METERS (274.9 FT) EAST OF MILEPOST 508, 25.0 METERS
 MO0208'(82.0 FT) NORTH OF THE CENTERLINE OF CAMPSTOOL ROAD, AND 18.6 METERS
 MO0208'(61.0 FT) SOUTH OF THE NEAR RAIL.
 MO0208'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 MO0208'THE MARK IS ABOVE LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0094 ***********************************************************************
 MO0094  DESIGNATION -  C 91
 MO0094  PID         -  MO0094
 MO0094  STATE/COUNTY-  WY/LARAMIE
 MO0094  USGS QUAD   -  PINE BLUFFS (1992)
 MO0094
 MO0094                         *CURRENT SURVEY CONTROL
 MO0094  ___________________________________________________________________
 MO0094* NAD 83(1986)-  41 11 07.     (N)    104 03 39.     (W)     SCALED    
 MO0094* NAVD 88     -      1536.938  (meters)    5042.44   (feet)  ADJUSTED  
 MO0094  ___________________________________________________________________
 MO0094  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 MO0094  DYNAMIC HT  -        1535.739 (meters)    5038.50  (feet)  COMP
 MO0094  MODELED GRAV-     979,789.8   (mgal)                       NAVD 88
 MO0094
 MO0094  VERT ORDER  -  SECOND    CLASS 0
 MO0094
 MO0094.The horizontal coordinates were scaled from a topographic map and have
 MO0094.an estimated accuracy of +/- 6 seconds.
 MO0094
 MO0094.The orthometric height was determined by differential leveling
 MO0094.and adjusted by the National Geodetic Survey in June 1991..
 MO0094
 MO0094.The geoid height was determined by GEOID03.
 MO0094
 MO0094.The dynamic height is computed by dividing the NAVD 88
 MO0094.geopotential number by the normal gravity value computed on the
 MO0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0094.degrees latitude (g = 980.6199 gals.).
 MO0094
 MO0094.The modeled gravity was interpolated from observed gravity values.
 MO0094
 MO0094;                    North         East    Units  Estimated Accuracy
 MO0094;SPC WY E     -    76,690.      292,770.      MT  (+/- 180 meters Scaled)
 MO0094
 MO0094                          SUPERSEDED SURVEY CONTROL
 MO0094
 MO0094  NGVD 29 (??/??/92) 1536.137  (m)         5039.81   (f) ADJ UNCH    2 0
 MO0094
 MO0094.Superseded values are not recommended for survey control.
 MO0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0094.See file dsdata.txt to determine how the superseded data were derived.
 MO0094
 MO0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF787597(NAD 83)
 MO0094_MARKER: DB = BENCH MARK DISK
 MO0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0094_STAMPING: C 91 1934
 MO0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0094+STABILITY: SURFACE MOTION
 MO0094
 MO0094  HISTORY     - Date     Condition        Report By
 MO0094  HISTORY     - 1934     MONUMENTED       CGS
 MO0094  HISTORY     - 1960     GOOD             NGS
 MO0094  HISTORY     - 1978     POOR             WYHD
 MO0094
 MO0094                          STATION DESCRIPTION
 MO0094
 MO0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0094'0.4 MI E FROM PINE BLUFFS.
 MO0094'0.45 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0094'STATION AT PINE BLUFFS, 0.4 MILE WEST OF THE NEBRASKA AND
 MO0094'WYOMING STATE LINE, 52.2 FEET SOUTH OF THE SOUTH RAIL OF THE
 MO0094'SOUTH TRACK, 22.5 FEET NORTH OF A FENCE, 14.8 FEET NORTH OF A
 MO0094'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST, 4 POLES
 MO0094'EAST OF A ROAD CROSSING.
 MO0094
 MO0094                          STATION RECOVERY (1978)
 MO0094
 MO0094'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1978
 MO0094'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0261 ***********************************************************************
 MO0261  DESIGNATION -  C 92
 MO0261  PID         -  MO0261
 MO0261  STATE/COUNTY-  WY/LARAMIE
 MO0261  USGS QUAD   -  NIMMO RANCH (1991)
 MO0261
 MO0261                         *CURRENT SURVEY CONTROL
 MO0261  ___________________________________________________________________
 MO0261* NAD 83(1986)-  41 29 48.     (N)    104 53 58.     (W)     SCALED    
 MO0261* NAVD 88     -      1815.193  (meters)    5955.35   (feet)  ADJUSTED  
 MO0261  ___________________________________________________________________
 MO0261  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 MO0261  DYNAMIC HT  -        1813.723 (meters)    5950.52  (feet)  COMP
 MO0261  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 MO0261
 MO0261  VERT ORDER  -  SECOND    CLASS 0
 MO0261
 MO0261.The horizontal coordinates were scaled from a topographic map and have
 MO0261.an estimated accuracy of +/- 6 seconds.
 MO0261
 MO0261.The orthometric height was determined by differential leveling
 MO0261.and adjusted by the National Geodetic Survey in June 1991..
 MO0261
 MO0261.The geoid height was determined by GEOID03.
 MO0261
 MO0261.The dynamic height is computed by dividing the NAVD 88
 MO0261.geopotential number by the normal gravity value computed on the
 MO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0261.degrees latitude (g = 980.6199 gals.).
 MO0261
 MO0261.The modeled gravity was interpolated from observed gravity values.
 MO0261
 MO0261;                    North         East    Units  Estimated Accuracy
 MO0261;SPC WY E     -   110,710.      222,310.      MT  (+/- 180 meters Scaled)
 MO0261
 MO0261                          SUPERSEDED SURVEY CONTROL
 MO0261
 MO0261  NGVD 29 (??/??/92) 1814.257  (m)         5952.27   (f) ADJ UNCH    2 0
 MO0261
 MO0261.Superseded values are not recommended for survey control.
 MO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0261.See file dsdata.txt to determine how the superseded data were derived.
 MO0261
 MO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF083938(NAD 83)
 MO0261_MARKER: DB = BENCH MARK DISK
 MO0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0261_STAMPING: C 92 1934
 MO0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0261+STABILITY: SURFACE MOTION
 MO0261
 MO0261  HISTORY     - Date     Condition        Report By
 MO0261  HISTORY     - 1934     MONUMENTED       CGS
 MO0261  HISTORY     - 1941     GOOD             NGS
 MO0261  HISTORY     - 1984     GOOD             DMA
 MO0261
 MO0261                          STATION DESCRIPTION
 MO0261
 MO0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0261'20 MI S FROM CHUGWATER.
 MO0261'IN LARAMIE COUNTY, 20 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM
 MO0261'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD WATER TANK AT
 MO0261'CHUGWATER, PLATTE COUNTY, 410 FEET NORTHWEST OF THE NORTH END
 MO0261'OF A WOODEN BRIDGE OVER LITTLE BEAR CREEK, 48 FEET WEST OF THE
 MO0261'CENTERLINE OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTERLINE
 MO0261'OF A FARM ROAD LEADING WEST, AND 2-1/2 FEET EAST OF A FENCE.
 MO0261'A STANDARD DISK, STAMPED C 92 1934 AND SET IN THE TOP OF A
 MO0261'CONCRETE POST.
 MO0261
 MO0261                          STATION RECOVERY (1984)
 MO0261
 MO0261'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0079 ***********************************************************************
 NQ0079  DESIGNATION -  C 95
 NQ0079  PID         -  NQ0079
 NQ0079  STATE/COUNTY-  WY/GOSHEN
 NQ0079  USGS QUAD   -  LINGLE (1990)
 NQ0079
 NQ0079                         *CURRENT SURVEY CONTROL
 NQ0079  ___________________________________________________________________
 NQ0079* NAD 83(1986)-  42 11 52.     (N)    104 17 56.     (W)     SCALED    
 NQ0079* NAVD 88     -      1301.177  (meters)    4268.94   (feet)  ADJUSTED  
 NQ0079  ___________________________________________________________________
 NQ0079  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 NQ0079  DYNAMIC HT  -        1300.351 (meters)    4266.23  (feet)  COMP
 NQ0079  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 NQ0079
 NQ0079  VERT ORDER  -  SECOND    CLASS 0
 NQ0079
 NQ0079.The horizontal coordinates were scaled from a topographic map and have
 NQ0079.an estimated accuracy of +/- 6 seconds.
 NQ0079
 NQ0079.The orthometric height was determined by differential leveling
 NQ0079.and adjusted by the National Geodetic Survey in June 1991..
 NQ0079
 NQ0079.The geoid height was determined by GEOID03.
 NQ0079
 NQ0079.The dynamic height is computed by dividing the NAVD 88
 NQ0079.geopotential number by the normal gravity value computed on the
 NQ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0079.degrees latitude (g = 980.6199 gals.).
 NQ0079
 NQ0079.The modeled gravity was interpolated from observed gravity values.
 NQ0079
 NQ0079;                    North         East    Units  Estimated Accuracy
 NQ0079;SPC WY E     -   188,910.      271,670.      MT  (+/- 180 meters Scaled)
 NQ0079
 NQ0079                          SUPERSEDED SURVEY CONTROL
 NQ0079
 NQ0079  NGVD 29 (??/??/92) 1300.408  (m)         4266.42   (f) ADJ UNCH    2 0
 NQ0079
 NQ0079.Superseded values are not recommended for survey control.
 NQ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0079.See file dsdata.txt to determine how the superseded data were derived.
 NQ0079
 NQ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG578719(NAD 83)
 NQ0079_MARKER: DB = BENCH MARK DISK
 NQ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0079_STAMPING: C 95 1934
 NQ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0079+STABILITY: SURFACE MOTION
 NQ0079
 NQ0079  HISTORY     - Date     Condition        Report By
 NQ0079  HISTORY     - 1934     MONUMENTED       CGS
 NQ0079  HISTORY     - 1941     GOOD             NGS
 NQ0079  HISTORY     - 1951     MARK NOT FOUND   NGS
 NQ0079
 NQ0079                          STATION DESCRIPTION
 NQ0079
 NQ0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0079'5.4 MI N FROM LINGLE.
 NQ0079'5.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 NQ0079'LINGLE, GOSHEN COUNTY, 12.5 FEET SOUTH OF THE POST AT THE
 NQ0079'CHANGE FROM FEDERAL AID PROJECT 150 A TO FEDERAL AID PROJECT
 NQ0079'150 D, 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4.3
 NQ0079'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NQ0079'C 95 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK
 NQ0079'IS 300 FEET NORTH OF A PROPERTY LINE FENCE.
 NQ0079
 NQ0079                          STATION RECOVERY (1951)
 NQ0079
 NQ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 NQ0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0080 ***********************************************************************
 NQ0080  DESIGNATION -  C 95 RESET
 NQ0080  PID         -  NQ0080
 NQ0080  STATE/COUNTY-  WY/GOSHEN
 NQ0080  USGS QUAD   -  LINGLE (1990)
 NQ0080
 NQ0080                         *CURRENT SURVEY CONTROL
 NQ0080  ___________________________________________________________________
 NQ0080* NAD 83(1986)-  42 11 52.     (N)    104 17 57.     (W)     SCALED    
 NQ0080* NAVD 88     -      1301.06   (meters)    4268.6    (feet)  RESET     
 NQ0080  ___________________________________________________________________
 NQ0080  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 NQ0080
 NQ0080  VERT ORDER  -  THIRD
 NQ0080
 NQ0080.The horizontal coordinates were scaled from a topographic map and have
 NQ0080.an estimated accuracy of +/- 6 seconds.
 NQ0080
 NQ0080.The orthometric height was computed from unverified reset data.
 NQ0080.No vertical observational check was made to the station.
 NQ0080
 NQ0080.The geoid height was determined by GEOID03.
 NQ0080
 NQ0080;                    North         East    Units  Estimated Accuracy
 NQ0080;SPC WY E     -   188,910.      271,650.      MT  (+/- 180 meters Scaled)
 NQ0080
 NQ0080                          SUPERSEDED SURVEY CONTROL
 NQ0080
 NQ0080  NGVD 29 (??/??/??) 1300.29   (m)         4266.0    (f) RESET       3  
 NQ0080
 NQ0080.Superseded values are not recommended for survey control.
 NQ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0080.See file dsdata.txt to determine how the superseded data were derived.
 NQ0080
 NQ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG578719(NAD 83)
 NQ0080_MARKER: DB = BENCH MARK DISK
 NQ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0080_STAMPING: C 95 RESET 1967
 NQ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0080+STABILITY: SURFACE MOTION
 NQ0080
 NQ0080  HISTORY     - Date     Condition        Report By
 NQ0080  HISTORY     - 1967     MONUMENTED       WYHD
 NQ0080
 NQ0080                          STATION DESCRIPTION
 NQ0080
 NQ0080'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1967
 NQ0080'5.4 MI N FROM LINGLE.
 NQ0080'ABOUT 5.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 NQ0080'AT LINGLE 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 NQ0080'EAST OF A FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 NQ0080'PROJECTING 1/2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0047 ***********************************************************************
 MO0047  DESIGNATION -  C 96
 MO0047  PID         -  MO0047
 MO0047  STATE/COUNTY-  WY/LARAMIE
 MO0047  USGS QUAD   -  TRACY (1963)
 MO0047
 MO0047                         *CURRENT SURVEY CONTROL
 MO0047  ___________________________________________________________________
 MO0047* NAD 83(1986)-  41 09 49.     (N)    104 14 29.     (W)     SCALED    
 MO0047* NAVD 88     -      1605.482  (meters)    5267.32   (feet)  ADJUSTED  
 MO0047  ___________________________________________________________________
 MO0047  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 MO0047  DYNAMIC HT  -        1604.185 (meters)    5263.06  (feet)  COMP
 MO0047  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 MO0047
 MO0047  VERT ORDER  -  SECOND    CLASS 0
 MO0047
 MO0047.The horizontal coordinates were scaled from a topographic map and have
 MO0047.an estimated accuracy of +/- 6 seconds.
 MO0047
 MO0047.The orthometric height was determined by differential leveling
 MO0047.and adjusted by the National Geodetic Survey in June 1991..
 MO0047
 MO0047.The geoid height was determined by GEOID03.
 MO0047
 MO0047.The dynamic height is computed by dividing the NAVD 88
 MO0047.geopotential number by the normal gravity value computed on the
 MO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0047.degrees latitude (g = 980.6199 gals.).
 MO0047
 MO0047.The modeled gravity was interpolated from observed gravity values.
 MO0047
 MO0047;                    North         East    Units  Estimated Accuracy
 MO0047;SPC WY E     -    74,100.      277,650.      MT  (+/- 180 meters Scaled)
 MO0047
 MO0047                          SUPERSEDED SURVEY CONTROL
 MO0047
 MO0047  NGVD 29 (??/??/92) 1604.605  (m)         5264.44   (f) ADJ UNCH    2 0
 MO0047
 MO0047.Superseded values are not recommended for survey control.
 MO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0047.See file dsdata.txt to determine how the superseded data were derived.
 MO0047
 MO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF636571(NAD 83)
 MO0047_MARKER: DB = BENCH MARK DISK
 MO0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0047_STAMPING: C 96 1934
 MO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0047+STABILITY: SURFACE MOTION
 MO0047
 MO0047  HISTORY     - Date     Condition        Report By
 MO0047  HISTORY     - 1934     MONUMENTED       CGS
 MO0047  HISTORY     - 1963     MARK NOT FOUND   USGS
 MO0047
 MO0047                          STATION DESCRIPTION
 MO0047
 MO0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0047'0.7 MI E FROM EGBERT.
 MO0047'0.7 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0047'AT EGBERT, AT THE JUNCTION OF THE MAIN LINE AND THE BRANCH LINE
 MO0047'LEADING TO YODER, AT THE WEST END OF THE WYE, 9.5 FEET EAST OF
 MO0047'THE SECOND POLE WEST OF THE JUNCTION, 116.5 FEET NORTHEAST OF
 MO0047'THE SWITCH STAND, AND 50.8 FEET NORTH OF THE NORTH RAIL OF THE
 MO0047'BRANCH TRACK.  A STANDARD DISK, STAMPED C 96 1934 AND SET IN THE
 MO0047'TOP OF A CONCRETE POST.
 MO0047
 MO0047                          STATION RECOVERY (1963)
 MO0047
 MO0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0010 ***********************************************************************
 MO0010  DESIGNATION -  C 97
 MO0010  PID         -  MO0010
 MO0010  STATE/COUNTY-  WY/GOSHEN
 MO0010  USGS QUAD   -  LA GRANGE (1990)
 MO0010
 MO0010                         *CURRENT SURVEY CONTROL
 MO0010  ___________________________________________________________________
 MO0010* NAD 83(1986)-  41 39 58.     (N)    104 10 55.     (W)     SCALED    
 MO0010* NAVD 88     -      1380.664  (meters)    4529.73   (feet)  ADJUSTED  
 MO0010  ___________________________________________________________________
 MO0010  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 MO0010  DYNAMIC HT  -        1379.692 (meters)    4526.54  (feet)  COMP
 MO0010  MODELED GRAV-     979,871.4   (mgal)                       NAVD 88
 MO0010
 MO0010  VERT ORDER  -  SECOND    CLASS 0
 MO0010
 MO0010.The horizontal coordinates were scaled from a topographic map and have
 MO0010.an estimated accuracy of +/- 6 seconds.
 MO0010
 MO0010.The orthometric height was determined by differential leveling
 MO0010.and adjusted by the National Geodetic Survey in June 1991..
 MO0010
 MO0010.The geoid height was determined by GEOID03.
 MO0010
 MO0010.The dynamic height is computed by dividing the NAVD 88
 MO0010.geopotential number by the normal gravity value computed on the
 MO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0010.degrees latitude (g = 980.6199 gals.).
 MO0010
 MO0010.The modeled gravity was interpolated from observed gravity values.
 MO0010
 MO0010;                    North         East    Units  Estimated Accuracy
 MO0010;SPC WY E     -   129,960.      282,010.      MT  (+/- 180 meters Scaled)
 MO0010
 MO0010                          SUPERSEDED SURVEY CONTROL
 MO0010
 MO0010  NGVD 29 (??/??/92) 1379.867  (m)         4527.11   (f) ADJ UNCH    2 0
 MO0010
 MO0010.Superseded values are not recommended for survey control.
 MO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0010.See file dsdata.txt to determine how the superseded data were derived.
 MO0010
 MO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG681130(NAD 83)
 MO0010_MARKER: DB = BENCH MARK DISK
 MO0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0010_STAMPING: C 97 1934
 MO0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0010+STABILITY: SURFACE MOTION
 MO0010
 MO0010  HISTORY     - Date     Condition        Report By
 MO0010  HISTORY     - 1934     MONUMENTED       CGS
 MO0010
 MO0010                          STATION DESCRIPTION
 MO0010
 MO0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0010'2 MI NW FROM LAGRANGE.
 MO0010'2.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0010'STATION AT LAGRANGE, 0.5 MILE NORTH OF MILEPOST 42, AT THE
 MO0010'CROSSING OF THE SECTION ROAD BETWEEN SECTIONS 27 AND 34, T. 20 N.,
 MO0010'R. 61 W., 48.8 FEET NORTHEAST OF THE EAST RAIL, IN A FENCE
 MO0010'CORNER, 10 FEET SOUTH OF THE SECTION FENCE, AND 1.8 FEET NORTHEAST
 MO0010'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 97 1934
 MO0010'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0325 ***********************************************************************
 MO0325  DESIGNATION -  C 99
 MO0325  PID         -  MO0325
 MO0325  STATE/COUNTY-  WY/PLATTE
 MO0325  USGS QUAD   -  CHUGWATER (1990)
 MO0325
 MO0325                         *CURRENT SURVEY CONTROL
 MO0325  ___________________________________________________________________
 MO0325* NAD 83(1986)-  41 45 19.     (N)    104 46 11.     (W)     SCALED    
 MO0325* NAVD 88     -      1663.329  (meters)    5457.11   (feet)  ADJUSTED  
 MO0325  ___________________________________________________________________
 MO0325  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 MO0325  DYNAMIC HT  -        1662.099 (meters)    5453.07  (feet)  COMP
 MO0325  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 MO0325
 MO0325  VERT ORDER  -  SECOND    CLASS 0
 MO0325
 MO0325.The horizontal coordinates were scaled from a topographic map and have
 MO0325.an estimated accuracy of +/- 6 seconds.
 MO0325
 MO0325.The orthometric height was determined by differential leveling
 MO0325.and adjusted by the National Geodetic Survey in June 1991..
 MO0325
 MO0325.The geoid height was determined by GEOID03.
 MO0325
 MO0325.The dynamic height is computed by dividing the NAVD 88
 MO0325.geopotential number by the normal gravity value computed on the
 MO0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0325.degrees latitude (g = 980.6199 gals.).
 MO0325
 MO0325.The modeled gravity was interpolated from observed gravity values.
 MO0325
 MO0325;                    North         East    Units  Estimated Accuracy
 MO0325;SPC WY E     -   139,470.      233,010.      MT  (+/- 180 meters Scaled)
 MO0325
 MO0325                          SUPERSEDED SURVEY CONTROL
 MO0325
 MO0325  NGVD 29 (??/??/92) 1662.480  (m)         5454.32   (f) ADJ UNCH    2 0
 MO0325
 MO0325.Superseded values are not recommended for survey control.
 MO0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0325.See file dsdata.txt to determine how the superseded data were derived.
 MO0325
 MO0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG191226(NAD 83)
 MO0325_MARKER: DB = BENCH MARK DISK
 MO0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0325_STAMPING: C 99 1934
 MO0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0325+STABILITY: SURFACE MOTION
 MO0325
 MO0325  HISTORY     - Date     Condition        Report By
 MO0325  HISTORY     - 1934     MONUMENTED       CGS
 MO0325  HISTORY     - 1941     GOOD             NGS
 MO0325  HISTORY     - 1961     MARK NOT FOUND   USGS
 MO0325
 MO0325                          STATION DESCRIPTION
 MO0325
 MO0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0325'3 MI E FROM CHUGWATER.
 MO0325'3 MILES EAST ALONG THE COUNTY ROAD LEADING TO HAWK SPRINGS FROM
 MO0325'THE COLORADO AND SOUTHERN RAILWAY STATION AT CHUGWATER, PLATTE
 MO0325'COUNTY, AT A CROSS ROAD, 42 FEET SOUTH OF THE CENTERLINE OF THE
 MO0325'HAWK SPRINGS ROAD, 36 FEET WEST OF THE CENTERLINE OF THE CROSS
 MO0325'ROAD, IN A FENCE CORNER, 9 FEET SOUTH OF THE EAST-AND-WEST FENCE,
 MO0325'AND 3 FEET WEST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 MO0325'STAMPED C 99 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0325
 MO0325                          STATION RECOVERY (1961)
 MO0325
 MO0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MO0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0156 ***********************************************************************
 NQ0156  DESIGNATION -  C B 13
 NQ0156  PID         -  NQ0156
 NQ0156  STATE/COUNTY-  WY/PLATTE
 NQ0156  USGS QUAD   -  WHEATLAND (1990)
 NQ0156
 NQ0156                         *CURRENT SURVEY CONTROL
 NQ0156  ___________________________________________________________________
 NQ0156* NAD 83(1986)-  42 06 02.     (N)    104 56 51.     (W)     SCALED    
 NQ0156* NAVD 88     -      1401.415  (meters)    4597.81   (feet)  ADJUSTED  
 NQ0156  ___________________________________________________________________
 NQ0156  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NQ0156  DYNAMIC HT  -        1400.516 (meters)    4594.86  (feet)  COMP
 NQ0156  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 NQ0156
 NQ0156  VERT ORDER  -  FIRST     CLASS II
 NQ0156
 NQ0156.The horizontal coordinates were scaled from a topographic map and have
 NQ0156.an estimated accuracy of +/- 6 seconds.
 NQ0156
 NQ0156.The orthometric height was determined by differential leveling
 NQ0156.and adjusted by the National Geodetic Survey in June 1991..
 NQ0156
 NQ0156.The geoid height was determined by GEOID03.
 NQ0156
 NQ0156.The dynamic height is computed by dividing the NAVD 88
 NQ0156.geopotential number by the normal gravity value computed on the
 NQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0156.degrees latitude (g = 980.6199 gals.).
 NQ0156
 NQ0156.The modeled gravity was interpolated from observed gravity values.
 NQ0156
 NQ0156;                    North         East    Units  Estimated Accuracy
 NQ0156;SPC WY E     -   177,770.      218,130.      MT  (+/- 180 meters Scaled)
 NQ0156
 NQ0156                          SUPERSEDED SURVEY CONTROL
 NQ0156
 NQ0156  NGVD 29 (??/??/92) 1400.62   (m)         4595.2    (f) COMPUTED    1 2
 NQ0156
 NQ0156.Superseded values are not recommended for survey control.
 NQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0156.See file dsdata.txt to determine how the superseded data were derived.
 NQ0156
 NQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG043609(NAD 83)
 NQ0156_MARKER: DD = SURVEY DISK
 NQ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0156_STAMPING: C B 13 1947 4595
 NQ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0156+STABILITY: SURFACE MOTION
 NQ0156
 NQ0156  HISTORY     - Date     Condition        Report By
 NQ0156  HISTORY     - 1947     MONUMENTED       USGS
 NQ0156  HISTORY     - 1956     GOOD             NGS
 NQ0156  HISTORY     - 20030924 MARK NOT FOUND   USPSQD
 NQ0156
 NQ0156                          STATION DESCRIPTION
 NQ0156
 NQ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0156'3.2 MI NW FROM WHEATLAND.
 NQ0156'3.2 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 NQ0156'THE STATION AT WHEATLAND, AT A ROAD CROSSING, 50 FEET NORTHWEST
 NQ0156'OF THE NORTHWEST RAIL, 54 FEET SOUTHEAST OF A FENCE, 42 FEET NORTH
 NQ0156'OF THE CENTER LINE OF A GRAVELED ROAD, 0.6 FOOT EAST OF A
 NQ0156'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0156'0.1 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 30,
 NQ0156'TOWNSHIP 25 NORTH, RANGE 67 WEST.
 NQ0156
 NQ0156                          STATION RECOVERY (2003)
 NQ0156
 NQ0156'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJG)
 NQ0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0661 ***********************************************************************
 NT0661  DESIGNATION -  CABIN
 NT0661  PID         -  NT0661
 NT0661  STATE/COUNTY-  WY/LINCOLN
 NT0661  USGS QUAD   -  ROCK LAKE PEAK (1980)
 NT0661
 NT0661                         *CURRENT SURVEY CONTROL
 NT0661  ___________________________________________________________________
 NT0661* NAD 83(1993)-  42 51 53.49020(N)    110 46 55.59846(W)     ADJUSTED  
 NT0661* NAVD 88     -      3125.4    (meters)   10254.     (feet)  VERTCON   
 NT0661  ___________________________________________________________________
 NT0661  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 NT0661  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 NT0661
 NT0661  HORZ ORDER  -  FIRST
 NT0661
 NT0661.The horizontal coordinates were established by classical geodetic methods
 NT0661.and adjusted by the National Geodetic Survey in January 1997..
 NT0661
 NT0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0661
 NT0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0661
 NT0661.The geoid height was determined by GEOID03.
 NT0661
 NT0661;                    North         East     Units Scale Factor Converg.
 NT0661;SPC WY W     -   362,878.517   742,899.764   MT  0.99997760   -0 28 31.3
 NT0661;UTM  12      - 4,745,830.750   517,798.675   MT  0.99960390   +0 08 53.6
 NT0661
 NT0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0661!SPC WY W     -   0.99951174  x   0.99997760  =   0.99948935
 NT0661!UTM  12      -   0.99951174  x   0.99960390  =   0.99911584
 NT0661
 NT0661|---------------------------------------------------------------------|
 NT0661| PID    Reference Object                     Distance      Geod. Az  |
 NT0661|                                                           dddmmss.s |
 NT0661| CP4632 CABIN RM 1                            5.263 METERS 02127     |
 NT0661| CP4631 CABIN AZ MK                                        0260854.9 |
 NT0661| NT0087 SHEEP CREEK AZ MK                   APPROX. 6.7 KM 0904925.3 |
 NT0661| CP4633 CABIN RM 2                           11.598 METERS 11645     |
 NT0661| NT0660 CABIN CREEK LOOKOUT CABIN             9.188 METERS 32403     |
 NT0661|---------------------------------------------------------------------|
 NT0661
 NT0661                          SUPERSEDED SURVEY CONTROL
 NT0661
 NT0661  NAD 83(1993)-  42 51 53.48896(N)    110 46 55.59674(W) AD(       ) 1
 NT0661  NAD 83(1986)-  42 51 53.47779(N)    110 46 55.58597(W) AD(       ) 1
 NT0661  NAD 27      -  42 51 53.73700(N)    110 46 52.89100(W) AD(       ) 1
 NT0661  NGVD 29 (07/19/86) 3123.9    (m)        10249.     (f) VERT ANG       
 NT0661
 NT0661.Superseded values are not recommended for survey control.
 NT0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0661.See file dsdata.txt to determine how the superseded data were derived.
 NT0661
 NT0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN1779945831(NAD 83)
 NT0661_MARKER: DS = TRIANGULATION STATION DISK
 NT0661_SETTING: 66 = SET IN ROCK OUTCROP
 NT0661
 NT0661  HISTORY     - Date     Condition        Report By
 NT0661  HISTORY     - 1946     MONUMENTED       CGS
 NT0661
 NT0661                          STATION DESCRIPTION
 NT0661
 NT0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0661'THE STATION IS LOCATED ON THE SUMMIT OF CABIN CREEK PEAK,
 NT0661'ONE OF THE PEAKS OF THE SALT RIVER RANGE, A HIGH RANGE OF
 NT0661'MOUNTAINS BETWEEN THE SALT AND GREYS RIVER AND THE SITE OF
 NT0661'THE U.S. FOREST SERVICE CABIN CREEK LOOKOUT CABIN.  THE PEAK
 NT0661'IS ABOUT 3 MILES (AIRLINE) WEST OF THE CONFLUENCE OF SHEEP
 NT0661'CREEK AND GREYS RIVER. THE DISK IS SET FLUSH IN ROCK OUTCROP
 NT0661'PROJECTING ABOUT 2 INCHES, 22 FEET SOUTH BY EAST OF THE
 NT0661'SOUTHEAST CORNER OF THE CABIN, 29-1/2 FEET SOUTHEAST OF THE
 NT0661'SOUTHWEST CORNER OF THE CABIN AND IS STAMPED CABIN 1946.
 NT0661'
 NT0661'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN OUTCROPPING ROCK
 NT0661'FLUSH WITH THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE
 NT0661'STATION.  IT IS SOUTHEAST OF THE STATION, 18-1/2 FEET EAST
 NT0661'OF THE SOUTHEAST CORNER OF THE CABIN, 23 FEET EAST-SOUTHEAST
 NT0661'OF THE NORTHEAST CORNER OF THE CABIN AND IS STAMPED CABIN
 NT0661'NO. 1 1946.
 NT0661'
 NT0661'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN ROCK OUTCROP
 NT0661'PROJECTING ABOUT 2 FEET AND ABOUT 10 FEET LOWER THAN THE
 NT0661'STATION.  IT IS NORTH-NORTHEAST OF THE STATION AND STAMPED
 NT0661'CABIN NO. 2 1946.
 NT0661'
 NT0661'THE AZIMUTH MARK IS APPROXIMATELY 0.75 MILE NORTH-NORTHEAST
 NT0661'OF THE STATION.  IT IS SET FLUSH IN THE TOP OF A LONE, PROMINENT
 NT0661'ROCK OUTCROP ABOUT 10 FEET HIGH AND ON THE NORTH SIDE OF THE
 NT0661'TRAIL LEADING TO THE STATION AND IS STAMPED CABIN 1946.  IT
 NT0661'IS ABOUT 2 HOURS ALONG THE TRAIL FROM THE MEADOW CREEK RANGER
 NT0661'STATION AND JUST BEFORE REACHING A SNOW BASIN AT THE BASE OF
 NT0661'THE STATION PEAK.
 NT0661'
 NT0661'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 NT0661'89 AND STATE HIGHWAY NO. 29 IN ALPINE, WYO., GO SOUTH ON
 NT0661'HIGHWAYS NOS. 89 AND 29 FOR 1.6 MILES.  HERE TURN LEFT, EAST,
 NT0661'ON THE GREYS RIVER ROAD AS PER SIGN AND GO 27.5 MILES TO
 NT0661'YOUNGS RANCH AND STORE, CONTINUE ON UP THE RIVER FOR 3.45
 NT0661'MILES TO SIGN MEADOW CREEK RANGER STATION, TURN RIGHT ACROSS
 NT0661'THE RIVER AND GO 0.1 MILE TO THE RANGER STATION AND THE
 NT0661'END OF TRUCK TRAVEL.  FROM HERE FOLLOW WELL DEFINED TRAIL
 NT0661'FROM THE RANGER STATION WEST TO THE END OF A PASTURE, ABOUT
 NT0661'0.25 MILE, THEN TAKE LEFT FORK UP RIDGE ON THE SOUTH SIDE
 NT0661'OF THE CANYON, THEN FOLLOW ALONG THE CREST OF THE RIDGE
 NT0661'BETWEEN DEADHORSE AND MEADOW CREEKS UP TO THE HEAD OF
 NT0661'DEADHORSE CREEK AND THE SNOW BASIN AT THE FOOT AND
 NT0661'NORTH OF CABIN CREEK PEAK.  (THE AZIMUTH MARK IS ALONG
 NT0661'THE TRAIL JUST BEFORE REACHING THIS POINT).  FROM HERE
 NT0661'FOLLOW THE TRAIL ALONG THE STEEP SIDEHILL TO THE NORTH AND
 NT0661'WEST SIDE OF THE BASIN TO THE CREST OF THE RIDGE
 NT0661'NORTHWEST OF THE PEAK.  HERE GO LEFT ALONG CREST OF RIDGE
 NT0661'AND FOLLOW TO THE PEAK, THE LOOKOUT CABIN AND THE
 NT0661'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0383 ***********************************************************************
 PX0383  DESIGNATION -  CABIN
 PX0383  PID         -  PX0383
 PX0383  STATE/COUNTY-  WY/PARK
 PX0383  USGS QUAD   -  ELK BUTTE (1985)
 PX0383
 PX0383                         *CURRENT SURVEY CONTROL
 PX0383  ___________________________________________________________________
 PX0383* NAD 83(1993)-  44 17 46.73332(N)    108 52 38.44601(W)     ADJUSTED  
 PX0383* NAVD 88     -      1855.4    (meters)    6087.     (feet)  VERTCON   
 PX0383  ___________________________________________________________________
 PX0383  LAPLACE CORR-         -14.81  (seconds)                    DEFLEC99
 PX0383  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 PX0383
 PX0383  HORZ ORDER  -  THIRD
 PX0383
 PX0383.The horizontal coordinates were established by classical geodetic methods
 PX0383.and adjusted by the National Geodetic Survey in January 1997..
 PX0383
 PX0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0383
 PX0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0383
 PX0383.The geoid height was determined by GEOID03.
 PX0383
 PX0383;                    North         East     Units Scale Factor Converg.
 PX0383;SPC WYWC     -   421,680.210   589,837.659   MT  0.99993877   -0 05 20.2
 PX0383;UTM  12      - 4,906,975.800   669,333.641   MT  0.99995265   +1 28 57.9
 PX0383
 PX0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0383!SPC WYWC     -   0.99971102  x   0.99993877  =   0.99964981
 PX0383!UTM  12      -   0.99971102  x   0.99995265  =   0.99966369
 PX0383
 PX0383                          SUPERSEDED SURVEY CONTROL
 PX0383
 PX0383  NAD 83(1986)-  44 17 46.72338(N)    108 52 38.43849(W) AD(       ) 3
 PX0383  NAD 27      -  44 17 46.88364(N)    108 52 35.95942(W) AD(       ) 3
 PX0383  NGVD 29 (07/19/86) 1854.3    (m)         6084.     (f) VERT ANG       
 PX0383
 PX0383.Superseded values are not recommended for survey control.
 PX0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0383.See file dsdata.txt to determine how the superseded data were derived.
 PX0383
 PX0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6933406976(NAD 83)
 PX0383_MARKER: DD = SURVEY DISK
 PX0383_SETTING: 66 = SET IN ROCK OUTCROP
 PX0383_SP_SET: SET IN ROCK OUTCROP
 PX0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0383+STABILITY: POSITION/ELEVATION WELL
 PX0383
 PX0383  HISTORY     - Date     Condition        Report By
 PX0383  HISTORY     - 1948     MONUMENTED       USGS
 PX0383
 PX0383                          STATION DESCRIPTION
 PX0383
 PX0383'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0383'STATION IS LOCATED ON E. END OF HIGHEST KNOLL -NOT HIGHEST POINT-.
 PX0383'
 PX0383'TO REACH STATION FROM U.S. POST OFFICE IN MEETEETSE, GO N. ON WYOMING
 PX0383'STATE HIGHWAY 120 -MEETEETSE TO CODY RD.- FOR 13.3 MI., TURN RIGHT
 PX0383'EASTERLY FOR 1.85 MI. AND GO LEFT NORTHERLY ACROSS FIELD FOR 0.6 MI.
 PX0383'TO TOP OF RIDGE AND STATION.
 PX0383'
 PX0383'STATION MARK - STANDARD TABLET SET IN ROCK, STAMPED ---CABIN 1948---.
 PX0383'
 PX0383'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER DRIVEN INTO TREE, 32.8
 PX0383'FT. SE. OF STATION.
 PX0383'
 PX0383'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER DRIVEN INTO TREE, 77.6
 PX0383'FT. W. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1181 ***********************************************************************
 MO1181  DESIGNATION -  CABIN
 MO1181  PID         -  MO1181
 MO1181  STATE/COUNTY-  WY/PLATTE
 MO1181  USGS QUAD   -  MC DONALD RANCH (1976)
 MO1181
 MO1181                         *CURRENT SURVEY CONTROL
 MO1181  ___________________________________________________________________
 MO1181* NAD 83(1993)-  41 44 49.84346(N)    105 06 31.91830(W)     ADJUSTED  
 MO1181* NAVD 88     -      1978.8    (meters)    6492.     (feet)  VERTCON   
 MO1181  ___________________________________________________________________
 MO1181  LAPLACE CORR-         -12.04  (seconds)                    DEFLEC99
 MO1181  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 MO1181
 MO1181  HORZ ORDER  -  THIRD
 MO1181
 MO1181.The horizontal coordinates were established by classical geodetic methods
 MO1181.and adjusted by the National Geodetic Survey in January 1997..
 MO1181
 MO1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1181
 MO1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1181
 MO1181.The geoid height was determined by GEOID03.
 MO1181
 MO1181;                    North         East     Units Scale Factor Converg.
 MO1181;SPC WY E     -   138,500.019   204,807.422   MT  0.99993778   +0 02 18.6
 MO1181;UTM  13      - 4,621,712.116   490,948.360   MT  0.99960101   -0 04 21.0
 MO1181
 MO1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1181!SPC WY E     -   0.99969181  x   0.99993778  =   0.99962961
 MO1181!UTM  13      -   0.99969181  x   0.99960101  =   0.99929294
 MO1181
 MO1181:                Primary Azimuth Mark                     Grid Az
 MO1181:SPC WY E     -  DIAMOND                                  128 53 41.0
 MO1181:UTM  13      -  DIAMOND                                  129 00 20.6
 MO1181
 MO1181|---------------------------------------------------------------------|
 MO1181| PID    Reference Object                     Distance      Geod. Az  |
 MO1181|                                                           dddmmss.s |
 MO1181| MO1180 DIAMOND                             APPROX. 5.3 KM 1285559.6 |
 MO1181|---------------------------------------------------------------------|
 MO1181
 MO1181                          SUPERSEDED SURVEY CONTROL
 MO1181
 MO1181  NAD 83(1986)-  41 44 49.82725(N)    105 06 31.91482(W) AD(       ) 3
 MO1181  NAD 27      -  41 44 49.92634(N)    105 06 30.00355(W) AD(       ) 3
 MO1181  NGVD 29 (07/19/86) 1977.9    (m)         6489.     (f) VERT ANG       
 MO1181
 MO1181.Superseded values are not recommended for survey control.
 MO1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1181.See file dsdata.txt to determine how the superseded data were derived.
 MO1181
 MO1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9094821712(NAD 83)
 MO1181
 MO1181  HISTORY     - Date     Condition        Report By
 MO1181  HISTORY     - 1951     MONUMENTED       USGS
 MO1181  HISTORY     - 1961     GOOD             USGS
 MO1181
 MO1181                          STATION DESCRIPTION
 MO1181
 MO1181'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (GMP)
 MO1181'STATION LOCATED ON SMALL HILL ON W. EDGE OF SERIES OF LOW BRUSHLESS
 MO1181'RIDGES, ABOUT 14 MI. W. OF CHUGWATER.
 MO1181'
 MO1181'TO REACH STATION FROM CHUGWATER POST OFFICE, TAKE GRAVEL RD. W. TO
 MO1181'DIAMOND HOME RANCH FOR 0.6 MI. TO RD. JUNCTION, TURN RIGHT ON GRADED
 MO1181'GRAVEL RD. 9.3 MI. TO RD. JUNCTION, TAKE RD. TO LEFT 3.1 MI. TO
 MO1181'DIAMOND HOME RANCH, TURN RIGHT ON DIRT RD. 3.0 MI. TO SUMMIT OF RD.,
 MO1181'TURN LEFT 0.1 MI. TO TOP OF SMALL HILL AND STATION.
 MO1181'
 MO1181'RECOVERED.
 MO1181'
 MO1181'STATION MARK--STANDARD TABLET, SET IN TOP OF 7 X 7 IN. CONCRETE POST,
 MO1181'PROJECTING ABOUT 3 IN. ABOVE GROUND, STAMPED ---JSC-CABIN 1951---.
 MO1181'
 MO1181'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0526 ***********************************************************************
 PV0526  DESIGNATION -  CABIN
 PV0526  PID         -  PV0526
 PV0526  STATE/COUNTY-  WY/CROOK
 PV0526  USGS QUAD   -  OSHOTO (1984)
 PV0526
 PV0526                         *CURRENT SURVEY CONTROL
 PV0526  ___________________________________________________________________
 PV0526* NAD 83(1993)-  44 31 18.41322(N)    104 53 05.19505(W)     ADJUSTED  
 PV0526* NAVD 88     -      1309.0    (meters)    4295.     (feet)  VERTCON   
 PV0526  ___________________________________________________________________
 PV0526  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 PV0526  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 PV0526
 PV0526  HORZ ORDER  -  THIRD
 PV0526
 PV0526.The horizontal coordinates were established by classical geodetic methods
 PV0526.and adjusted by the National Geodetic Survey in January 1997..
 PV0526
 PV0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0526
 PV0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0526
 PV0526.The geoid height was determined by GEOID03.
 PV0526
 PV0526;                    North         East     Units Scale Factor Converg.
 PV0526;SPC WY E     -   446,763.314   222,408.862   MT  0.99994367   +0 11 51.6
 PV0526;UTM  13      - 4,929,835.070   509,156.606   MT  0.99960103   +0 04 50.9
 PV0526
 PV0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0526!SPC WY E     -   0.99979700  x   0.99994367  =   0.99974068
 PV0526!UTM  13      -   0.99979700  x   0.99960103  =   0.99939811
 PV0526
 PV0526:                Primary Azimuth Mark                     Grid Az
 PV0526:SPC WY E     -  OSHOTO                                   280 21 01.5
 PV0526:UTM  13      -  OSHOTO                                   280 28 02.2
 PV0526
 PV0526|---------------------------------------------------------------------|
 PV0526| PID    Reference Object                     Distance      Geod. Az  |
 PV0526|                                                           dddmmss.s |
 PV0526| PV0537 OSHOTO                              APPROX.12.2 KM 2803253.1 |
 PV0526|---------------------------------------------------------------------|
 PV0526
 PV0526                          SUPERSEDED SURVEY CONTROL
 PV0526
 PV0526  NAD 83(1986)-  44 31 18.40031(N)    104 53 05.17723(W) AD(       ) 3
 PV0526  NAD 27      -  44 31 18.46173(N)    104 53 03.27555(W) AD(       ) 3
 PV0526  NGVD 29 (07/19/86) 1308.4    (m)         4293.     (f) VERT ANG       
 PV0526
 PV0526.Superseded values are not recommended for survey control.
 PV0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0526.See file dsdata.txt to determine how the superseded data were derived.
 PV0526
 PV0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK0915729835(NAD 83)
 PV0526_MARKER: H = DRILL HOLE
 PV0526_SETTING: 0 = UNSPECIFIED SETTING
 PV0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0526
 PV0526  HISTORY     - Date     Condition        Report By
 PV0526  HISTORY     - 1953     MONUMENTED       USGS
 PV0526
 PV0526                          STATION DESCRIPTION
 PV0526
 PV0526'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0526'LOCATED ABOUT 10 MI. SW. OF DEVILS TOWER AND ABOUT 5 MI. SE. OF
 PV0526'OSHOTO, ON S. POINT OF SMALL TOP.
 PV0526'
 PV0526'TO REACH STATION FROM JUNCTION U.S. HIGHWAY 14 AND DEVILS TOWER
 PV0526'CUTOFF, GO ON GRAVEL RD. AND GO 7.9 MI. TO T-JUNCTION TO THE LEFT.
 PV0526'TURN LEFT AND GO 0.3 MI. TO TWO GATES.  PASS THRU GATE ON THE LEFT
 PV0526'AND CROSS COUNTRY 0.4 MI. TO THE S. OF TOP AND STATION.
 PV0526'
 PV0526'STATION MARK--DRILL HOLE IN EMBEDDED SANDSTONE.
 PV0526'
 PV0526'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0660 ***********************************************************************
 NT0660  DESIGNATION -  CABIN CREEK LOOKOUT CABIN
 NT0660  PID         -  NT0660
 NT0660  STATE/COUNTY-  WY/LINCOLN
 NT0660  USGS QUAD   -  ROCK LAKE PEAK (1980)
 NT0660
 NT0660                         *CURRENT SURVEY CONTROL
 NT0660  ___________________________________________________________________
 NT0660* NAD 83(1993)-  42 51 53.73125(N)    110 46 55.83609(W)     ADJUSTED  
 NT0660* NAVD 88     -      3125.     (meters)   10253.     (feet)  SCALED    
 NT0660  ___________________________________________________________________
 NT0660  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 NT0660  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 NT0660
 NT0660  HORZ ORDER  -  THIRD
 NT0660
 NT0660.The horizontal coordinates were established by classical geodetic methods
 NT0660.and adjusted by the National Geodetic Survey in January 1997..
 NT0660
 NT0660.The orthometric height was scaled from a topographic map.
 NT0660
 NT0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0660
 NT0660.The geoid height was determined by GEOID03.
 NT0660
 NT0660;                    North         East     Units Scale Factor Converg.
 NT0660;SPC WY W     -   362,886.000   742,894.432   MT  0.99997760   -0 28 31.5
 NT0660;UTM  12      - 4,745,838.172   517,793.264   MT  0.99960389   +0 08 53.4
 NT0660
 NT0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0660!SPC WY W     -   0.99951173  x   0.99997760  =   0.99948934
 NT0660!UTM  12      -   0.99951173  x   0.99960389  =   0.99911581
 NT0660
 NT0660                          SUPERSEDED SURVEY CONTROL
 NT0660
 NT0660  NAD 83(1993)-  42 51 53.73001(N)    110 46 55.83438(W) AD(       ) 4
 NT0660  NAD 83(1986)-  42 51 53.71878(N)    110 46 55.82373(W) AD(       ) 4
 NT0660  NAD 27      -  42 51 53.97800(N)    110 46 53.12900(W) AD(       ) 3
 NT0660
 NT0660.Superseded values are not recommended for survey control.
 NT0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0660.See file dsdata.txt to determine how the superseded data were derived.
 NT0660
 NT0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN1779345838(NAD 83)
 NT0660_MARKER: 73 = LOOKOUT HOUSE
 NT0660
 NT0660  HISTORY     - Date     Condition        Report By
 NT0660  HISTORY     - 1946     FIRST OBSERVED   CGS
 NT0660
 NT0660                          STATION DESCRIPTION
 NT0660
 NT0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0660'THIS STATION IS THE U.S. FOREST SERVICE CABIN CREEK LOOKOUT
 NT0660'CABIN.  IT IS LOCATED ON THE SUMMIT OF CABIN CREEK PEAK, ONE
 NT0660'OF THE PEAKS OF THE SALT RIVER RANGE, A HIGH RANGE OF MOUNTAINS
 NT0660'BETWEEN THE SALT AND GREYS RIVER.  THE PEAK IS ABOUT 3 MILES
 NT0660'AIRLINE WEST OF THE CONFLUENCE OF SHEEP CREEK AND GREYS RIVER
 NT0660'AND ABOUT 4 MILES AIRLINE WEST OF THE U.S. FOREST SERVICE
 NT0660'MEADOW CREEK RANGER STATION.
 NT0660'
 NT0660'THE STATION IS THE CENTER OF THE ALIDADE IN THE CENTER OF THE
 NT0660'LOOKOUT CABIN, A SQUARE WOODEN CABIN ABOUT 15 FEET HIGH.
 NT0660'
 NT0660'DISTANCE FROM TRIANGULATION STATION CABIN = 30.15 FEET, 9.190
 NT0660'METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0786 ***********************************************************************
 OX0786  DESIGNATION -  CACHE
 OX0786  PID         -  OX0786
 OX0786  STATE/COUNTY-  WY/TETON
 OX0786  USGS QUAD   -  TURQUOISE LAKE (1996)
 OX0786
 OX0786                         *CURRENT SURVEY CONTROL
 OX0786  ___________________________________________________________________
 OX0786* NAD 83(1993)-  43 25 26.55751(N)    110 36 37.27675(W)     ADJUSTED  
 OX0786* NAVD 88     -      3142.3    (meters)   10309.     (feet)  VERTCON   
 OX0786  ___________________________________________________________________
 OX0786  LAPLACE CORR-          12.40  (seconds)                    DEFLEC99
 OX0786  GEOID HEIGHT-          -9.51  (meters)                     GEOID03
 OX0786
 OX0786  HORZ ORDER  -  FIRST
 OX0786
 OX0786.The horizontal coordinates were established by classical geodetic methods
 OX0786.and adjusted by the National Geodetic Survey in January 1997..
 OX0786
 OX0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0786
 OX0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0786
 OX0786.The geoid height was determined by GEOID03.
 OX0786
 OX0786;                    North         East     Units Scale Factor Converg.
 OX0786;SPC WY W     -   424,895.680   757,325.505   MT  0.99995989   -0 21 44.2
 OX0786;UTM  12      - 4,807,979.606   531,540.091   MT  0.99961224   +0 16 04.2
 OX0786
 OX0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0786!SPC WY W     -   0.99950897  x   0.99995989  =   0.99946888
 OX0786!UTM  12      -   0.99950897  x   0.99961224  =   0.99912140
 OX0786
 OX0786|---------------------------------------------------------------------|
 OX0786| PID    Reference Object                     Distance      Geod. Az  |
 OX0786|                                                           dddmmss.s |
 OX0786| CP4635 CACHE RM 1                            5.130 METERS 15747     |
 OX0786| CP4636 CACHE RM 2                            6.040 METERS 26654     |
 OX0786| CP4634 CACHE AZ MK                                        2782829.1 |
 OX0786| OX0835 GRAND TETON                         APPROX.38.5 KM 3361654.1 |
 OX0786|---------------------------------------------------------------------|
 OX0786
 OX0786                          SUPERSEDED SURVEY CONTROL
 OX0786
 OX0786  NAD 83(1993)-  43 25 26.55271(N)    110 36 37.27263(W) AD(       ) 1
 OX0786  NAD 83(1986)-  43 25 26.54645(N)    110 36 37.26311(W) AD(       ) 1
 OX0786  NAD 27      -  43 25 26.79900(N)    110 36 34.55200(W) AD(       ) 1
 OX0786  NGVD 29 (07/19/86) 3140.8    (m)        10304.     (f) VERT ANG       
 OX0786
 OX0786.Superseded values are not recommended for survey control.
 OX0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0786.See file dsdata.txt to determine how the superseded data were derived.
 OX0786
 OX0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3154007980(NAD 83)
 OX0786_MARKER: DS = TRIANGULATION STATION DISK
 OX0786_SETTING: 80 = SET IN A BOULDER
 OX0786_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OX0786
 OX0786  HISTORY     - Date     Condition        Report By
 OX0786  HISTORY     - 1946     MONUMENTED       CGS
 OX0786
 OX0786                          STATION DESCRIPTION
 OX0786
 OX0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0786'THE STATION IS LOCATED ON A VERY PROMINENT PEAK ABOUT 8
 OX0786'MILES EAST OF JACKSON, 3 MILES EAST OF JACKSON PEAK, AND AT
 OX0786'THE HEAD OF CACHE CREEK.  THIS PEAK WAS USED AS A FIRE LOOKOUT
 OX0786'STATION FOR SOME TIME.  IT IS A STANDARD DISK STAMPED CACHE
 OX0786'1946, SET IN A BOULDER PROJECTING ABOUT 6 INCHES.  THE MARK
 OX0786'IS LOCATED ON THE HIGHEST PART OF THE HILL, 4 FEET NORTHWEST
 OX0786'OF A CAIRN.
 OX0786'
 OX0786'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CACHE NO. 1
 OX0786'1946, SET IN A BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE
 OX0786'GROUND.  IT IS 8 FEET NORTH OF THE HIGHEST PART OF THE RIDGE,
 OX0786'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 OX0786'
 OX0786'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CACHE NO. 2
 OX0786'1946, SET IN A BOULDER PROJECTING ABOUT 10 INCHES ABOVE THE
 OX0786'GROUND.  IT IS ON THE NORTH SLOPE OF THE MOUNTAIN, AND ABOUT
 OX0786'6 FEET LOWER THAN THE STATION.
 OX0786'
 OX0786'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CACHE 1946, SET
 OX0786'IN A BOULDER PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT
 OX0786'IS 300 FEET UP THE TRAIL FROM THE END OF TRUCK TRAVEL ABOUT
 OX0786'30 FEET ABOVE THE ROAD, AND ON THE LEFT OF THE TRAIL AT A
 OX0786'POINT WHERE THE TRAIL MAKES A BEND TO THE RIGHT UP HILL.
 OX0786'
 OX0786'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 OX0786'IN JACKSON GO EAST FOR 0.9 MILE, KEEP RIGHT AT THE FOOT
 OX0786'OF THE HILL AND GO 0.5 MILE TO WHERE THE MAIN ROAD TURNS
 OX0786'RIGHT THROUGH A GATE, PASS THROUGH THE GATE AND FOLLOW THE MAIN
 OX0786'ROAD FOR 0.5 MILE TO A GATE, PASS THROUGH THE GATE AND FOLLOW
 OX0786'THE MAIN ROAD FOR 6.5 MILES TO THE FOOT OF JACKSON SPRING
 OX0786'TRAIL, AND THE END OF TRUCK TRAVEL.  PACK UP JACKSON SPRING
 OX0786'TRAIL AND FOLLOW IT FOR ABOUT 1-1/2 MILES TO A FORK, TAKE
 OX0786'THE LEFT FORK UP THE LEFT HAND SIDE OF THE CREEK AND CROSS
 OX0786'OVER A RIDGE FOR ABOUT 1 MILE, THEN CROSS ANOTHER CREEK
 OX0786'AND BEAR LEFT UP THE SIDE OF A HILL ABOUT 1/2 MILE TO JUST
 OX0786'BEFORE CROSSING A SMALL STREAM, THENCE BEAR SHARP RIGHT
 OX0786'ALONG THE SIDE OF THE HILL AND GO TO THE SOUTH OF A BIG ROCK
 OX0786'BLUFF FOR ABOUT 1-1/2 MILES TO A POINT WHERE THE TRAIL
 OX0786'STARTS DOWN HILL, THENCE BEAR RIGHT ON A DIM TRAIL UP
 OX0786'HILL FOR ABOUT 1 MILE TO THE HIGHEST MOUNTAIN IN THE
 OX0786'VICINITY AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0342 ***********************************************************************
 NR0342  DESIGNATION -  CACTUS
 NR0342  PID         -  NR0342
 NR0342  STATE/COUNTY-  WY/NATRONA
 NR0342  USGS QUAD   -  PRATTS SODA LAKES (1984)
 NR0342
 NR0342                         *CURRENT SURVEY CONTROL
 NR0342  ___________________________________________________________________
 NR0342* NAD 83(1993)-  42 57 08.05367(N)    106 10 22.88520(W)     ADJUSTED  
 NR0342* NAVD 88     -      1697.3    (meters)    5569.     (feet)  VERTCON   
 NR0342  ___________________________________________________________________
 NR0342  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 NR0342  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 NR0342
 NR0342  HORZ ORDER  -  THIRD
 NR0342  VERT ORDER  -  THIRD ? (See Below)
 NR0342
 NR0342.The horizontal coordinates were established by classical geodetic methods
 NR0342.and adjusted by the National Geodetic Survey in January 1997..
 NR0342
 NR0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0342.The vertical order pertains to the NGVD 29 superseded value.
 NR0342
 NR0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0342
 NR0342.The geoid height was determined by GEOID03.
 NR0342
 NR0342;                    North         East     Units Scale Factor Converg.
 NR0342;SPC WYEC     -   373,001.317   494,680.581   MT  1.00004774   +0 47 26.4
 NR0342;UTM  13      - 4,756,178.297   404,314.261   MT  0.99971263   -0 47 57.6
 NR0342
 NR0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0342!SPC WYEC     -   0.99973601  x   1.00004774  =   0.99978374
 NR0342!UTM  13      -   0.99973601  x   0.99971263  =   0.99944872
 NR0342
 NR0342:                Primary Azimuth Mark                     Grid Az
 NR0342:SPC WYEC     -  SANDY                                    138 19 54.6
 NR0342:UTM  13      -  SANDY                                    139 55 18.6
 NR0342
 NR0342|---------------------------------------------------------------------|
 NR0342| PID    Reference Object                     Distance      Geod. Az  |
 NR0342|                                                           dddmmss.s |
 NR0342| NR0340 SANDY                               APPROX. 5.1 KM 1390721.0 |
 NR0342|---------------------------------------------------------------------|
 NR0342
 NR0342                          SUPERSEDED SURVEY CONTROL
 NR0342
 NR0342  NAD 83(1986)-  42 57 08.03835(N)    106 10 22.86382(W) AD(       ) 3
 NR0342  NAD 27      -  42 57 08.16117(N)    106 10 20.79539(W) AD(       ) 3
 NR0342  NGVD 29 (07/19/86) 1696.4    (m)         5566.     (f) LEVELING    3  
 NR0342
 NR0342.Superseded values are not recommended for survey control.
 NR0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0342.See file dsdata.txt to determine how the superseded data were derived.
 NR0342
 NR0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH0431456178(NAD 83)
 NR0342_MARKER: DD = SURVEY DISK
 NR0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0342_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0342+STABILITY: SURFACE MOTION
 NR0342
 NR0342  HISTORY     - Date     Condition        Report By
 NR0342  HISTORY     - 1947     MONUMENTED       USGS
 NR0342
 NR0342                          STATION DESCRIPTION
 NR0342
 NR0342'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NR0342'STATION IS LOCATED ON A HIGH POINT OF AN E-W. RIDGE OVERLOOKING
 NR0342'SURROUNDING VALLEYS.  ABOUT 1/2 MI. NE. OF SWIGERT COAL MINE
 NR0342'(ABANDONED) AND ABOUT 4 MI. SW. OF COAL CREEK OIL FIELD (GENERAL
 NR0342'PETROLEUM CO.), LOCATED IN THE SE. 1/4 OF SW. 1/4 SEC. 35, T 35 N,
 NR0342'R 78 W.
 NR0342'
 NR0342'TO REACH FROM CASPER, FROM JUNCTION OF U.S. HIGHWAYS 20 AND 87, ABOUT
 NR0342'1 MI. W. OF CASPER CITY LIMITS, FOLLOW U.S. HIGHWAY 87 N. FOR 5.7 MI.
 NR0342'TO T-RD. E. (COAL CREEK RD.), TURN E. ON COAL CREEK RD. AND GO E. FOR
 NR0342'5.10 MI., THENCE NE. FOR 3.5 MI. TO RD. FORKS NE. AND E. AT SWIGERT
 NR0342'COAL MINE (ABANDONED) TAKE LEFT FORK (NE.) AND CONTINUE NE. TO TOP OF
 NR0342'HILL WHERE RD. TURNS E., AT THIS POINT LEAVE RD. AND GO NW. AND W. FOR
 NR0342'0.25 MI. TO HIGHEST POINT AND STATION.  STATION IS ABOUT 512 FT. WNW.
 NR0342'OF GENERAL LAND OFFICE 1/4 CORNER, SECS. 35 AND 2, TPS. 34 AND 35 N,
 NR0342'R 78 W.
 NR0342'
 NR0342'STATION MARK--STANDARD TABLET STAMPED ---CACTUS 1947 5566--- SET IN
 NR0342'8 X 8 IN. X 4 FT. CONCRETE POST.
 NR0342'
 NR0342'REFERENCE MARK NO. 1--A 1-1/2 IN. IRON PIPE EXTENDING 8 IN. ABOVE
 NR0342'GROUND 28.10 FT. W. OF STATION MARK.
 NR0342'
 NR0342'REFERENCE MARK NO. 2--A 1-1/2 IN. IRON PIPE EXTENDING 8 IN. ABOVE
 NR0342'GROUND 27.90 FT. N. OF STATION MARK.
 NR0342'
 NR0342'NOTE--CHAINED DISTANCE FROM 1/4 CORNER, SECS. 35 AND 2, T 34 AND 35 N,
 NR0342'R 78 W, IS 512.51 FT. TO STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0451 ***********************************************************************
 PW0451  DESIGNATION -  CADIZ
 PW0451  PID         -  PW0451
 PW0451  STATE/COUNTY-  WY/SHERIDAN
 PW0451  USGS QUAD   -  GARDNER GULCH (1971)
 PW0451
 PW0451                         *CURRENT SURVEY CONTROL
 PW0451  ___________________________________________________________________
 PW0451* NAD 83(1993)-  44 46 27.92078(N)    106 16 38.85909(W)     ADJUSTED  
 PW0451* NAVD 88     -      1317.4    (meters)    4322.     (feet)  VERTCON   
 PW0451  ___________________________________________________________________
 PW0451  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 PW0451  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 PW0451
 PW0451  HORZ ORDER  -  FIRST
 PW0451
 PW0451.The horizontal coordinates were established by classical geodetic methods
 PW0451.and adjusted by the National Geodetic Survey in January 1997..
 PW0451
 PW0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0451
 PW0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0451
 PW0451.The geoid height was determined by GEOID03.
 PW0451
 PW0451;                    North         East     Units Scale Factor Converg.
 PW0451;SPC WYEC     -   575,340.010   483,573.043   MT  1.00002336   +0 44 37.4
 PW0451;UTM  13      - 4,958,685.788   398,922.184   MT  0.99972563   -0 53 59.3
 PW0451
 PW0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0451!SPC WYEC     -   0.99979582  x   1.00002336  =   0.99981917
 PW0451!UTM  13      -   0.99979582  x   0.99972563  =   0.99952150
 PW0451
 PW0451|---------------------------------------------------------------------|
 PW0451| PID    Reference Object                     Distance      Geod. Az  |
 PW0451|                                                           dddmmss.s |
 PW0451| CQ5226 CADIZ RM 2                           13.600 METERS 09923     |
 PW0451| CQ5224 CADIZ AZ MK                                        1060621.7 |
 PW0451| CQ5225 CADIZ RM 1                           11.570 METERS 34800     |
 PW0451|---------------------------------------------------------------------|
 PW0451
 PW0451                          SUPERSEDED SURVEY CONTROL
 PW0451
 PW0451  NAD 83(1993)-  44 46 27.89718(N)    106 16 38.84559(W) AD(       ) 1
 PW0451  NAD 83(1986)-  44 46 27.89946(N)    106 16 38.82507(W) AD(       ) 1
 PW0451  NAD 27      -  44 46 27.95200(N)    106 16 36.69300(W) AD(       ) 1
 PW0451  NGVD 29 (07/19/86) 1316.7    (m)         4320.     (f) VERT ANG       
 PW0451
 PW0451.Superseded values are not recommended for survey control.
 PW0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0451.See file dsdata.txt to determine how the superseded data were derived.
 PW0451
 PW0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK9892258686(NAD 83)
 PW0451_MARKER: DS = TRIANGULATION STATION DISK
 PW0451_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PW0451_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 PW0451
 PW0451  HISTORY     - Date     Condition        Report By
 PW0451  HISTORY     - 1934     MONUMENTED       CGS
 PW0451  HISTORY     - 1944     GOOD             LOCENG
 PW0451  HISTORY     - 1971     GOOD             USGS
 PW0451
 PW0451                          STATION DESCRIPTION
 PW0451
 PW0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PW0451'THE STATION IS ABOUT 10-1/2 MILES NORTHEAST OF CLEARMONT,
 PW0451'WYOMING, 11 MILES NORTHWEST OF ARVADA, AND 3-1/2 MILES NORTH
 PW0451'OF CADIZ RAILROAD SIDING.  IT IS ABOUT 0.3 MILE WEST OF THE
 PW0451'COUNTY ROAD, (GRADED DIRT), THAT RUNS BETWEEN CADIZ AND PASSAIC.
 PW0451'ON A HIGH BUTTE OF THE FIRST HIGH RIDGE NORTH OF CADIZ.  IT
 PW0451'IS ALSO ABOUT 2 MILES NORTH OF FORK IN THIS SAME ROAD, WHICH
 PW0451'IS JUST NORTH OF WHERE THE ROAD CROSSES A LARGE CORRUGATED
 PW0451'CULVERT.
 PW0451'
 PW0451'THE STATION MAY BE REACHED FROM CLEARMONT BY GOING NORTHEAST
 PW0451'ON U.S. HIGHWAY 16, 8.15 MILES TO CADIZ POST OFFICE.  LEAVE
 PW0451'THE HIGHWAY AND TURN LEFT, NORTH, AND GO 0.3 MILE ON GRADED
 PW0451'DIRT ROAD TO RAILROAD CROSSING.  CONTINUE NORTH AND EAST ON
 PW0451'GRADED DIRT ROAD 1.65 MILES TO FORK JUST AFTER CROSSING LARGE
 PW0451'CORRUGATED CULVERT.  TURN LEFT AND GO NORTH 2.1 MILES TO TOP OF
 PW0451'SADDLE.  LEAVE THE GRADED DIRT ROAD AND TURN LEFT THROUGH
 PW0451'GATE AND GO WEST ABOUT 0.2 MILE TO FOOT OF STEEP HILL.  FROM
 PW0451'HERE PACK UP HILL TO TOP AND STATION.  ABOUT A 10-MINUTE
 PW0451'PACK.  SUPPLIES AT CLEARMONT OR ARVADA.  WATER AT CADIZ.
 PW0451'
 PW0451'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 PW0451'SET IN CONCRETE.
 PW0451'
 PW0451'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION.
 PW0451'
 PW0451'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION.
 PW0451'
 PW0451'THE AZIMUTH MARK IS EAST OF THE STATION.  2.4 FEET NORTHWEST
 PW0451'OF FENCE, AND 17 FEET NORTHEAST OF WIRE GATE IN FENCE ALONG WEST
 PW0451'SIDE OF CADIZ-PASSAIC COUNTY ROAD.  THIS POINT IS 2.1 MILES
 PW0451'NORTH ALONG ROAD FROM FORKS, JUST NORTH OF WHERE THE ROAD CROSSES
 PW0451'A LARGE CORRUGATED CULVERT, AND WHICH IS 1.95 MILES NORTH OF
 PW0451'CADIZ POST OFFICE.
 PW0451'
 PW0451'THERE ARE TWO PEAKS THAT MAY BE USED FOR NATURAL AZIMUTHS.
 PW0451'THE FIRST IS A CONE-SHAPED PEAK AT THE NORTHERN END OF A RANGE
 PW0451'OF HIGH HILLS TO THE EAST OF THE STATION.  THE SECOND IS A
 PW0451'SHARP-POINTED PEAK ON THE TOP OF A ROUNDING MOUNTAIN TO THE
 PW0451'SOUTH-SOUTHWEST OF THE STATION IN THE BIG HORN MOUNTAINS.
 PW0451'THIS SECOND PEAK IS NORTH OF THE MAIN RANGE OF PEAKS IN THE
 PW0451'BIG HORNS.
 PW0451'
 PW0451'A 4-FOOT STAND WILL CLEAR ALL LINES.
 PW0451
 PW0451                          STATION RECOVERY (1944)
 PW0451
 PW0451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (WBT)
 PW0451'STATION RECOVERED BY CARTER OIL CO.
 PW0451'
 PW0451'STATION STAMPED CADIZ RECOVERED IN GOOD CONDITION.  STATION
 PW0451'FOUND WITHOUT DIFFICULTY.
 PW0451
 PW0451                          STATION RECOVERY (1971)
 PW0451
 PW0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRS)
 PW0451'THE STATION MAY BE REACHED FROM CLEARMONT, WYOMING BY PROCEEDING
 PW0451'NORTH-EAST ON U.S. HWY. 16, 8.15 MILES TO LEITER POST OFFICE.
 PW0451'TURN LEFT (NORTH) 0.3 MILE ON GRADED ROAD TO R.R. CROSSING,
 PW0451'CONTINUE NORTH ON GRADED ROAD 1.65 MILES TO ROAD FORK, TAKE
 PW0451'LEFT (MAIN ROAD NORTH) 2.1 MILES TO TOP OF SADDLE, CONTINUE
 PW0451'2.3 MILES TO T-RD WEST, PROCEED 0.2 MILE TO WEST AND TO GATE
 PW0451'IN S ROW FENCE, TURN LEFT THRU GATE, PROCEED 2.1 MILES SSE
 PW0451'ACROSS DIKE AND FOLLOW ALONG EAST SIDE OF MAIN DRAIN TO
 PW0451'TOP OF SUMMIT AND STATION.  FOUR-WHEEL DRIVE VEHICLE
 PW0451'NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0572 ***********************************************************************
 PW0572  DESIGNATION -  CADIZ
 PW0572  PID         -  PW0572
 PW0572  STATE/COUNTY-  WY/SHERIDAN
 PW0572  USGS QUAD   -  ARVADA (1971)
 PW0572
 PW0572                         *CURRENT SURVEY CONTROL
 PW0572  ___________________________________________________________________
 PW0572* NAD 83(1993)-  44 41 04.92424(N)    106 13 26.64035(W)     ADJUSTED  
 PW0572* NAVD 88     -      1352.     (meters)    4436.     (feet)  SCALED    
 PW0572  ___________________________________________________________________
 PW0572  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 PW0572  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 PW0572
 PW0572  HORZ ORDER  -  THIRD
 PW0572
 PW0572.The horizontal coordinates were established by classical geodetic methods
 PW0572.and adjusted by the National Geodetic Survey in January 1997..
 PW0572
 PW0572.The orthometric height was scaled from a topographic map.
 PW0572
 PW0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0572
 PW0572.The geoid height was determined by GEOID03.
 PW0572
 PW0572;                    North         East     Units Scale Factor Converg.
 PW0572;SPC WYEC     -   565,426.451   487,935.084   MT  1.00003256   +0 46 48.3
 PW0572;UTM  13      - 4,948,654.375   402,997.075   MT  0.99971571   -0 51 39.0
 PW0572
 PW0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0572!SPC WYEC     -   0.99979044  x   1.00003256  =   0.99982300
 PW0572!UTM  13      -   0.99979044  x   0.99971571  =   0.99950621
 PW0572
 PW0572:                Primary Azimuth Mark                     Grid Az
 PW0572:SPC WYEC     -  POWDER                                   078 31 26.6
 PW0572:UTM  13      -  POWDER                                   080 09 53.9
 PW0572
 PW0572|---------------------------------------------------------------------|
 PW0572| PID    Reference Object                     Distance      Geod. Az  |
 PW0572|                                                           dddmmss.s |
 PW0572| PW0578 POWDER                              APPROX.12.6 KM 0791814.9 |
 PW0572|---------------------------------------------------------------------|
 PW0572
 PW0572                          SUPERSEDED SURVEY CONTROL
 PW0572
 PW0572  NAD 83(1986)-  44 41 04.90651(N)    106 13 26.61050(W) AD(       ) 3
 PW0572
 PW0572.Superseded values are not recommended for survey control.
 PW0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0572.See file dsdata.txt to determine how the superseded data were derived.
 PW0572
 PW0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK0299748654(NAD 83)
 PW0572_MARKER: DS = TRIANGULATION STATION DISK
 PW0572_SETTING: 0 = UNSPECIFIED SETTING
 PW0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0572
 PW0572  HISTORY     - Date     Condition        Report By
 PW0572  HISTORY     - 1908     MONUMENTED       USGS
 PW0572
 PW0572                          STATION DESCRIPTION
 PW0572
 PW0572'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 PW0572'STATION IS LOCATED ABOUT 4.0 MI. SE. OF CADIZ AND ABOUT 5.0 MI. NW.
 PW0572'OF ARVADA, ON HIGHEST POINT OF RANGE OF HILLS LYING BETWEEN CADIZ
 PW0572'AND ARVADA, AROUND FOOT OF WHICH RAILWAY BETWEEN THESE TWO STATIONS
 PW0572'IS BUILT.
 PW0572'
 PW0572'STATION MARK--ALUMINUM TRIANGULATION TABLET CEMENTED IN STONE AND
 PW0572'PLACED IN GROUND, LEVEL WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1113 ***********************************************************************
 MO1113  DESIGNATION -  CAGC 1
 MO1113  PID         -  MO1113
 MO1113  STATE/COUNTY-  WY/LARAMIE
 MO1113  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO1113
 MO1113                         *CURRENT SURVEY CONTROL
 MO1113  ___________________________________________________________________
 MO1113* NAD 83(1993)-  41 08 07.98837(N)    104 57 12.94086(W)     ADJUSTED  
 MO1113* NAVD 88     -      1981.     (meters)    6499.     (feet)  SCALED    
 MO1113  ___________________________________________________________________
 MO1113  LAPLACE CORR-         -13.32  (seconds)                    DEFLEC99
 MO1113  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 MO1113
 MO1113  HORZ ORDER  -  THIRD
 MO1113
 MO1113.The horizontal coordinates were established by classical geodetic methods
 MO1113.and adjusted by the National Geodetic Survey in January 1997..
 MO1113
 MO1113.The orthometric height was scaled from a topographic map.
 MO1113
 MO1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1113
 MO1113.The geoid height was determined by GEOID03.
 MO1113
 MO1113;                    North         East     Units Scale Factor Converg.
 MO1113;SPC WY E     -    70,595.804   217,888.961   MT  0.99994144   +0 08 24.6
 MO1113;UTM  13      - 4,553,805.871   503,894.752   MT  0.99960019   +0 01 49.9
 MO1113
 MO1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1113!SPC WY E     -   0.99969177  x   0.99994144  =   0.99963323
 MO1113!UTM  13      -   0.99969177  x   0.99960019  =   0.99929208
 MO1113
 MO1113:                Primary Azimuth Mark                     Grid Az
 MO1113:SPC WY E     -  CHEYENNE STATE CAPITOL DOME              087 08 23.7
 MO1113:UTM  13      -  CHEYENNE STATE CAPITOL DOME              087 14 58.4
 MO1113
 MO1113|---------------------------------------------------------------------|
 MO1113| PID    Reference Object                     Distance      Geod. Az  |
 MO1113|                                                           dddmmss.s |
 MO1113| MO1082 CHEYENNE STATE CAPITOL DOME         APPROX.11.2 KM 0871648.3 |
 MO1113| MO0445 CONRAD                              APPROX. 8.4 KM 2432352.8 |
 MO1113|---------------------------------------------------------------------|
 MO1113
 MO1113                          SUPERSEDED SURVEY CONTROL
 MO1113
 MO1113  NAD 83(1986)-  41 08 07.97284(N)    104 57 12.93828(W) AD(       ) 3
 MO1113  NAD 27      -  41 08 08.04016(N)    104 57 11.04327(W) AD(       ) 3
 MO1113
 MO1113.Superseded values are not recommended for survey control.
 MO1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1113.See file dsdata.txt to determine how the superseded data were derived.
 MO1113
 MO1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0389553806(NAD 83)
 MO1113_MARKER: DD = SURVEY DISK
 MO1113_SETTING: 0 = UNSPECIFIED SETTING
 MO1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1113
 MO1113  HISTORY     - Date     Condition        Report By
 MO1113  HISTORY     - 1947     MONUMENTED       USGS
 MO1113  HISTORY     - 1960     GOOD             USGS
 MO1113
 MO1113                          STATION DESCRIPTION
 MO1113
 MO1113'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1113'STATION IS LOCATED IN SW. 1/4 OF SEC. 36, T 14 N, R 68 W, NEAR
 MO1113'TOWNSHIP LINE.
 MO1113'
 MO1113'TO REACH FROM CHEYENNE POST OFFICE, GO W. ON 19TH ST. 3.7 MI. TO A RD.
 MO1113'CROSSING, CONTINUE W. ON GRAVELED RD. 2.2 MI. TO RANCH RD., TURN LEFT
 MO1113'AND GO 0.3 MI. TO FORKS OF RD., TURN RIGHT AND GO 0.3 MI. NW. ALONG
 MO1113'POWER LINE RD. TO FORKS, TURN RIGHT AND FOLLOW WINDING RD. UP DRAIN
 MO1113'0.9 MI. TO WHERE RD. CROSSES POWER LINE.  STATION IS 311 FT. NW., ON
 MO1113'TOP OF RIDGE.
 MO1113
 MO1113                          STATION RECOVERY (1960)
 MO1113
 MO1113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1113'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED
 MO1113'---CAGC-1 1947---.
 MO1113'
 MO1113'REFERENCE MARK NO. 1--3/4-IN. IRON ROD, 52.93 FT. NNW. OF STATION.
 MO1113'
 MO1113'REFERENCE MARK NO. 2--3/4-IN. IRON ROD, 66.30 FT. NNE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0508 ***********************************************************************
 MQ0508  DESIGNATION -  CAIRN ET
 MQ0508  PID         -  MQ0508
 MQ0508  STATE/COUNTY-  WY/SWEETWATER
 MQ0508  USGS QUAD   -  PITTMAN WELL (1963)
 MQ0508
 MQ0508                         *CURRENT SURVEY CONTROL
 MQ0508  ___________________________________________________________________
 MQ0508* NAD 83(1993)-  41 52 48.89413(N)    109 32 44.46953(W)     ADJUSTED  
 MQ0508* NAVD 88     -      2050.8    (meters)    6728.     (feet)  VERTCON   
 MQ0508  ___________________________________________________________________
 MQ0508  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 MQ0508  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 MQ0508
 MQ0508  HORZ ORDER  -  THIRD
 MQ0508
 MQ0508.The horizontal coordinates were established by classical geodetic methods
 MQ0508.and adjusted by the National Geodetic Survey in January 1997..
 MQ0508
 MQ0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0508
 MQ0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0508
 MQ0508.The geoid height was determined by GEOID03.
 MQ0508
 MQ0508;                    North         East     Units Scale Factor Converg.
 MQ0508;SPC WYWC     -   153,583.627   533,957.247   MT  0.99999115   -0 31 52.3
 MQ0508;UTM  12      - 4,637,502.957   620,669.818   MT  0.99977918   +0 58 15.5
 MQ0508
 MQ0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0508!SPC WYWC     -   0.99968072  x   0.99999115  =   0.99967188
 MQ0508!UTM  12      -   0.99968072  x   0.99977918  =   0.99945997
 MQ0508
 MQ0508:                Primary Azimuth Mark                     Grid Az
 MQ0508:SPC WYWC     -  KAY ET                                   254 16 27.8
 MQ0508:UTM  12      -  KAY ET                                   252 46 20.0
 MQ0508
 MQ0508|---------------------------------------------------------------------|
 MQ0508| PID    Reference Object                     Distance      Geod. Az  |
 MQ0508|                                                           dddmmss.s |
 MQ0508| MQ0509 KAY ET                              APPROX. 4.5 KM 2534435.5 |
 MQ0508|---------------------------------------------------------------------|
 MQ0508
 MQ0508                          SUPERSEDED SURVEY CONTROL
 MQ0508
 MQ0508  NAD 83(1986)-  41 52 48.87608(N)    109 32 44.46540(W) AD(       ) 3
 MQ0508  NAD 27      -  41 52 49.02854(N)    109 32 41.96887(W) AD(       ) 3
 MQ0508  NGVD 29 (07/19/86) 2049.5    (m)         6724.     (f) VERT ANG       
 MQ0508
 MQ0508.Superseded values are not recommended for survey control.
 MQ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0508.See file dsdata.txt to determine how the superseded data were derived.
 MQ0508
 MQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM2067037503(NAD 83)
 MQ0508
 MQ0508  HISTORY     - Date     Condition        Report By
 MQ0508  HISTORY     - 1962     MONUMENTED       USGS
 MQ0508  HISTORY     - 1963     GOOD             USGS
 MQ0508
 MQ0508                          STATION DESCRIPTION
 MQ0508
 MQ0508'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MQ0508'STATION LOCATED IN SWEETWATER COUNTY, 17.0 MI. (AIRLINE) SW. OF
 MQ0508'FARSON, WYOMING.
 MQ0508'
 MQ0508'TO REACH STATION FROM FARSON, GO NNW. 1.1 MI. ALONG U.S. HIGHWAY 187
 MQ0508'TO FARSON CUTOFF RD., TURN LEFT AND GO 17.6 MI. SW. ALONG FARSON
 MQ0508'CUTOFF RD. TO JUNCTION.  TURN LEFT 0.3 MI. TO BRIDGE OVER SAND CREEK,
 MQ0508'CROSS CREEK AND PROCEED 8.8 MI. ALONG BLUE RIM ROAD TO T-JUNCTION
 MQ0508'WITH SEISMOGRAPH TRAIL E.  TURN LEFT 2.2 MI. ALONG SEISMOGRAPH TRAIL
 MQ0508'TO TOP OF HILL, TURN LEFT (N.) 0.2 MI. ACROSS COUNTRY TO STATION AND
 MQ0508'LARGE ROCK.  CAIRN NE. OF STATION.
 MQ0508'
 MQ0508'RECOVERED.
 MQ0508'
 MQ0508'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP FLUSH WITH GROUND,
 MQ0508'STAMPED ---CAIRN-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0327 ***********************************************************************
 OW0327  DESIGNATION -  CALDWELL
 OW0327  PID         -  OW0327
 OW0327  STATE/COUNTY-  WY/FREMONT
 OW0327  USGS QUAD   -  WIGGINS PEAK (1991)
 OW0327
 OW0327                         *CURRENT SURVEY CONTROL
 OW0327  ___________________________________________________________________
 OW0327* NAD 83(1993)-  43 50 42.84439(N)    109 27 41.30564(W)     ADJUSTED  
 OW0327* NAVD 88     -      3625.4    (meters)   11894.     (feet)  VERTCON   
 OW0327  ___________________________________________________________________
 OW0327  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 OW0327  GEOID HEIGHT-          -7.58  (meters)                     GEOID03
 OW0327
 OW0327  HORZ ORDER  -  THIRD
 OW0327
 OW0327.The horizontal coordinates were established by classical geodetic methods
 OW0327.and adjusted by the National Geodetic Survey in January 1997..
 OW0327
 OW0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0327
 OW0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0327
 OW0327.The geoid height was determined by GEOID03.
 OW0327
 OW0327;                    North         East     Units Scale Factor Converg.
 OW0327;SPC WYWC     -   371,800.350   542,790.785   MT  0.99997774   -0 29 34.3
 OW0327;UTM  12      - 4,855,833.957   623,670.780   MT  0.99978812   +1 03 57.2
 OW0327
 OW0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0327!SPC WYWC     -   0.99943302  x   0.99997774  =   0.99941077
 OW0327!UTM  12      -   0.99943302  x   0.99978812  =   0.99922126
 OW0327
 OW0327:                Primary Azimuth Mark                     Grid Az
 OW0327:SPC WYWC     -  WIGGINS PEAK CAIRN                       129 08 46.7
 OW0327:UTM  12      -  WIGGINS PEAK CAIRN                       127 35 15.2
 OW0327
 OW0327|---------------------------------------------------------------------|
 OW0327| PID    Reference Object                     Distance      Geod. Az  |
 OW0327|                                                           dddmmss.s |
 OW0327| OW0326 WIGGINS PEAK CAIRN                  APPROX. 4.4 KM 1283912.4 |
 OW0327|---------------------------------------------------------------------|
 OW0327
 OW0327                          SUPERSEDED SURVEY CONTROL
 OW0327
 OW0327  NAD 83(1986)-  43 50 42.83324(N)    109 27 41.29423(W) AD(       ) 3
 OW0327  NAD 27      -  43 50 42.99454(N)    109 27 38.73692(W) AD(       ) 3
 OW0327  NGVD 29 (07/19/86) 3623.8    (m)        11889.     (f) VERT ANG       
 OW0327
 OW0327.Superseded values are not recommended for survey control.
 OW0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0327.See file dsdata.txt to determine how the superseded data were derived.
 OW0327
 OW0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP2367155834(NAD 83)
 OW0327_MARKER: DD = SURVEY DISK
 OW0327_SETTING: 66 = SET IN ROCK OUTCROP
 OW0327_SP_SET: SET IN ROCK OUTCROP
 OW0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0327+STABILITY: POSITION/ELEVATION WELL
 OW0327
 OW0327  HISTORY     - Date     Condition        Report By
 OW0327  HISTORY     - 1954     MONUMENTED       USGS
 OW0327
 OW0327                          STATION DESCRIPTION
 OW0327
 OW0327'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0327'STATION LOCATED IN FREMONT COUNTY, WYOMING ABOUT 1 MI. AIR NW. OF
 OW0327'CALDWELL CREEK, ABOUT 3 MI. AIR NW. OF WIGGINS PEAK, AND ABOUT 5 MI.
 OW0327'AIR NE. OF NORTON POINT.
 OW0327'
 OW0327'STATION WAS REACHED FROM THE FIRST CREEK NW. OF THE SHORT DIVIDE
 OW0327'BETWEEN THE HEAD WATERS OF CALDWELL CREEK AND THE NORTH FORK WIND
 OW0327'RIVER. HORSES CAN BE TAKEN UP THIS DRAIN TO ROCK OUTCROPPING ON THE
 OW0327'RIDGE.  STATION IS THEN ABOUT 3 MI. SW. ALONG THIS RIDGE-A 2 HR.
 OW0327'BACKPACK.
 OW0327'
 OW0327'STATION MARK - STANDARD TABLET SET IN PLACED ROCK AND STAMPED
 OW0327'---CALDWELL 1954--- FLUSH WITH GROUND.
 OW0327'
 OW0327'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0606 ***********************************************************************
 NQ0606  DESIGNATION -  CALL
 NQ0606  PID         -  NQ0606
 NQ0606  STATE/COUNTY-  WY/PLATTE
 NQ0606  USGS QUAD   -  LEWIS FLAT (1981)
 NQ0606
 NQ0606                         *CURRENT SURVEY CONTROL
 NQ0606  ___________________________________________________________________
 NQ0606* NAD 83(1993)-  42 14 33.94171(N)    105 02 40.65627(W)     ADJUSTED  
 NQ0606* NAVD 88     -      1520.7    (meters)    4989.     (feet)  VERTCON   
 NQ0606  ___________________________________________________________________
 NQ0606  LAPLACE CORR-          -9.98  (seconds)                    DEFLEC99
 NQ0606  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 NQ0606
 NQ0606  HORZ ORDER  -  SECOND
 NQ0606
 NQ0606.The horizontal coordinates were established by classical geodetic methods
 NQ0606.and adjusted by the National Geodetic Survey in January 1997..
 NQ0606
 NQ0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0606
 NQ0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0606
 NQ0606.The geoid height was determined by GEOID03.
 NQ0606
 NQ0606;                    North         East     Units Scale Factor Converg.
 NQ0606;SPC WY E     -   193,548.141   210,071.950   MT  0.99993875   +0 04 55.4
 NQ0606;UTM  13      - 4,676,731.302   496,318.200   MT  0.99960017   -0 01 48.0
 NQ0606
 NQ0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0606!SPC WY E     -   0.99976372  x   0.99993875  =   0.99970248
 NQ0606!UTM  13      -   0.99976372  x   0.99960017  =   0.99936398
 NQ0606
 NQ0606:                Primary Azimuth Mark                     Grid Az
 NQ0606:SPC WY E     -  BELL TEL MICROWAVE NW DWYER              003 54 06.6
 NQ0606:UTM  13      -  BELL TEL MICROWAVE NW DWYER              004 00 50.0
 NQ0606
 NQ0606|---------------------------------------------------------------------|
 NQ0606| PID    Reference Object                     Distance      Geod. Az  |
 NQ0606|                                                           dddmmss.s |
 NQ0606| NQ0597 BELL TEL MICROWAVE NW DWYER         APPROX.11.5 KM 0035902.0 |
 NQ0606| CP8936 CALL RM 2                            15.277 METERS 12619     |
 NQ0606| CP8935 CALL AZ MK                                         1342822.7 |
 NQ0606| CP8937 CALL RM 3                            42.090 METERS 19916     |
 NQ0606|---------------------------------------------------------------------|
 NQ0606
 NQ0606                          SUPERSEDED SURVEY CONTROL
 NQ0606
 NQ0606  NAD 83(1986)-  42 14 33.92153(N)    105 02 40.64907(W) AD(       ) 2
 NQ0606  NAD 27      -  42 14 34.02770(N)    105 02 38.74030(W) AD(       ) 2
 NQ0606  NGVD 29 (07/19/86) 1519.9    (m)         4987.     (f) VERT ANG       
 NQ0606
 NQ0606.Superseded values are not recommended for survey control.
 NQ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0606.See file dsdata.txt to determine how the superseded data were derived.
 NQ0606
 NQ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9631876731(NAD 83)
 NQ0606_MARKER: DD = SURVEY DISK
 NQ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0606
 NQ0606  HISTORY     - Date     Condition        Report By
 NQ0606  HISTORY     - 1947     MONUMENTED       USGS
 NQ0606  HISTORY     - 1963     GOOD             USGS
 NQ0606
 NQ0606                          STATION DESCRIPTION
 NQ0606
 NQ0606'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0606'STATION LOCATED IN THE SW. CORNER OF THE NW. 1/4 OF SEC. 8, T 26 N,
 NQ0606'R 68 W, ON LAND OWNED BY LEONARD CALL, 471 FT. IN TRUE AZIMUTH AS
 NQ0606'DETERMINED BY ANGLES FROM THE 1/4 CORNER.
 NQ0606'
 NQ0606'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 26 APPROXIMATELY
 NQ0606'14.0 MI. N. OF WHEATLAND AND 14.0 MI. W. OF GUERNSEY, GO N. OF U.S.
 NQ0606'HIGHWAY 87 TO A SIDE RD. W. ABOUT 200 FT. S. OF THE DWYER MERC.
 NQ0606'SERVICE STATION AND STORE, GO 1.6 MI. W. TO DIM RD. S., GO S.
 NQ0606'THROUGH GATE 0.2 MI. TO STATION.
 NQ0606'
 NQ0606'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED
 NQ0606'---CALL 1947---.
 NQ0606'
 NQ0606'REFERENCE MARK NO. 1--STANDARD TABLET, SET IN A CONCRETE POST, 50.05
 NQ0606'FT. S. OF STATION, N 21 DEG 51 MIN E.
 NQ0606'
 NQ0606'REFERENCE MARK NO. 2--STANDARD TABLET, SET IN A CONCRETE POST, 50.10
 NQ0606'FT. ESE. OF STATION, N 53 DEG 43 MIN W.
 NQ0606
 NQ0606                          STATION RECOVERY (1963)
 NQ0606
 NQ0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (BMK)
 NQ0606'THE STATION IS LOCATED ABOUT 15-1/2 MILES WEST AND 2 MILES
 NQ0606'SOUTH OF GUERNSEY, IN THE NW 1/4 OF SEC. 8 T26N R68W, ON A
 NQ0606'LOW KNOLL IN CULTIVATED LAND OWNED BY MR. LEONARD CALL.
 NQ0606'
 NQ0606'TO REACH THE STATION FROM THE POST OFFICE IN GUERNSEY, GO
 NQ0606'NORTH FOR 1 BLOCK TO U.S. HIGHWAY 26.  TURN LEFT AND GO WESTERLY
 NQ0606'ON U.S. HIGHWAY 26 FOR 13.7 MILES TO THE JUNCTION OF U.S.
 NQ0606'HIGHWAYS 26 AND 87.  TURN RIGHT AND GO NORTHWEST ON U.S.
 NQ0606'HIGHWAYS 26 AND 87 FOR 1.4 MILES TO A DIAGONAL CROSSROAD.
 NQ0606'TURN LEFT AND GO WEST AND SOUTHWEST ON THE GRAVELED ROAD FOR
 NQ0606'0.2 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 NQ0606'SOUTHWEST AND WEST ON A TRACK ROAD FOR 1.5 MILES TO A
 NQ0606'T-INTERSECTION.  TURN LEFT AND GO SOUTH ON A TRACK ROAD FOR
 NQ0606'0.2 MILE TO A WIRE GATE.  (TO REACH THE AZIMUTH MARK FROM THIS
 NQ0606'POINT, TURN LEFT AND FOLLOW THE FENCE LINE EAST AND
 NQ0606'SOUTHEAST FOR 0.35 MILE TO THE MARK.) TURN SHARP LEFT AND
 NQ0606'GO EAST-NORTHEAST, ACROSS COUNTRY, FOR 0.05 MILE TO THE HIGHEST
 NQ0606'POINT IN THE GENERAL VICINITY AND THE STATION.
 NQ0606'
 NQ0606'THE STATION MARK, STAMPED VABM 4984 CALL 1947, IS A U.S.G.S.
 NQ0606'STATION DISK SET IN THE TOP OF A 6-INCH SQUARE, CONCRETE
 NQ0606'MONUMENT THAT PROJECTS 1 INCH.  IT IS 143 FEET NORTH OF A
 NQ0606'FENCE AND 2.9 FEET SOUTHWEST OF A WITNESS POST.
 NQ0606'
 NQ0606'REFERENCE MARK NO. 2 (USGS), STAMPED CALL REF MK NO 2, IS A
 NQ0606'U.S.G.S. STATION DISK SET IN THE TOP OF A 6-INCH SQUARE,
 NQ0606'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 50.2 FEET
 NQ0606'SOUTHEAST OF THE WITNESS POST.
 NQ0606'
 NQ0606'REFERENCE MARK NO. 3, STAMPED CALL USGS NO 3 1963, IS A STANDARD
 NQ0606'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 NQ0606'THAT PROJECTS 3 INCHES.  IT IS 141.0 FEET SOUTH-SOUTHWEST
 NQ0606'OF THE WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 NQ0606'
 NQ0606'THE AZIMUTH MARK, STAMPED CALL USGS 1963, IS A STANDARD DISK
 NQ0606'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 NQ0606'PROJECTS 1 INCH.  IT IS 2.8 FEET NORTHWEST OF A WITNESS POST
 NQ0606'AND 2 FEET NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0480 ***********************************************************************
 PV0480  DESIGNATION -  CAMBRIA
 PV0480  PID         -  PV0480
 PV0480  STATE/COUNTY-  WY/WESTON
 PV0480  USGS QUAD   -  FOUR CORNERS (1984)
 PV0480
 PV0480                         *CURRENT SURVEY CONTROL
 PV0480  ___________________________________________________________________
 PV0480* NAD 83(1993)-  44 02 43.43652(N)    104 11 39.01539(W)     ADJUSTED  
 PV0480* NAVD 88     -      1961.7    (meters)    6436.     (feet)  VERTCON   
 PV0480  ___________________________________________________________________
 PV0480  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 PV0480  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 PV0480
 PV0480  HORZ ORDER  -  FIRST
 PV0480
 PV0480.The horizontal coordinates were established by classical geodetic methods
 PV0480.and adjusted by the National Geodetic Survey in January 1998..
 PV0480
 PV0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0480
 PV0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0480
 PV0480.The geoid height was determined by GEOID03.
 PV0480
 PV0480;                    North         East     Units Scale Factor Converg.
 PV0480;SPC WY E     -   394,253.269   277,935.939   MT  1.00001218   +0 40 34.1
 PV0480;UTM  13      - 4,877,230.862   564,557.419   MT  0.99965126   +0 33 36.9
 PV0480
 PV0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0480!SPC WY E     -   0.99969458  x   1.00001218  =   0.99970676
 PV0480!UTM  13      -   0.99969458  x   0.99965126  =   0.99934595
 PV0480
 PV0480:                Primary Azimuth Mark                     Grid Az
 PV0480:SPC WY E     -  CORNERS                                  035 44 19.9
 PV0480:UTM  13      -  CORNERS                                  035 51 17.1
 PV0480
 PV0480|---------------------------------------------------------------------|
 PV0480| PID    Reference Object                     Distance      Geod. Az  |
 PV0480|                                                           dddmmss.s |
 PV0480| PV0481 CORNERS                             APPROX. 7.9 KM 0362454.0 |
 PV0480| CP8938 CAMBRIA RM                           27.670 METERS 23238     |
 PV0480|---------------------------------------------------------------------|
 PV0480
 PV0480                          SUPERSEDED SURVEY CONTROL
 PV0480
 PV0480  NAD 83(1993)-  44 02 43.43321(N)    104 11 39.01679(W) AD(       ) 1
 PV0480  NAD 83(1986)-  44 02 43.43140(N)    104 11 39.00701(W) AD(       ) 1
 PV0480  NAD 27      -  44 02 43.50200(N)    104 11 37.22000(W) AD(       ) 1
 PV0480  NGVD 29 (07/19/86) 1961.0    (m)         6434.     (f) VERT ANG       
 PV0480
 PV0480.Superseded values are not recommended for survey control.
 PV0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0480.See file dsdata.txt to determine how the superseded data were derived.
 PV0480
 PV0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ6455777231(NAD 83)
 PV0480_MARKER: DS = TRIANGULATION STATION DISK
 PV0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0480_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PV0480
 PV0480  HISTORY     - Date     Condition        Report By
 PV0480  HISTORY     - 1912     MONUMENTED       CGS
 PV0480  HISTORY     - 1957     GOOD             USGS
 PV0480  HISTORY     - 1962     GOOD             CGS
 PV0480  HISTORY     - 1989     GOOD             USPSQD
 PV0480
 PV0480                          STATION DESCRIPTION
 PV0480
 PV0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 PV0480'ABOUT 7 MILES NORTH OF TOWN OF CAMBRIA, AND 1-1/2 MILES WEST
 PV0480'OF CAMBRIA-HORTON WAGON ROAD, ON FLAT-TOPPED RIDGE EXTENDING
 PV0480'EAST AND WEST, LOCALLY KNOWN AS SWEETWATER MOUNTAIN, ON HIGHEST
 PV0480'PART OF RIDGE, A FEW METERS FROM ABRUPT SLOPE TO NORTH, AND
 PV0480'ABOUT 150 YARDS EAST OF SMALL CULTIVATED FIELD.  SURFACE
 PV0480'MARK IS STANDARD STATION DISK IN CONCRETE-FILLED,
 PV0480'GALVANIZED-IRON CYLINDER PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 PV0480'UNDERGROUND MARK IS BRASS BOLT IN CONCRETE BLOCK.
 PV0480'REFERENCE MARK IS STANDARD REFERENCE DISK IN
 PV0480'CONCRETE-FILLED, GALVANIZED-IRON CYLINDER PROJECTING ABOUT
 PV0480'3 INCHES ABOVE GROUND, 1.4 METERS (5 FEET) BELOW STATION,
 PV0480'AND 27.67 METERS (90.8 FEET) FROM STATION IN AZIMUTH 52 DEG 38
 PV0480'MIN.
 PV0480
 PV0480                          STATION RECOVERY (1957)
 PV0480
 PV0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (BLS)
 PV0480'STATION MARK--A STANDARD DISK, NOT STAMPED, SET AT THE CENTER OF A
 PV0480'CONCRETE FILLED GALVANIZED IRON CYLINDER, PROJECTING 4 IN. ABOVE THE
 PV0480'GROUND.
 PV0480
 PV0480                          STATION RECOVERY (1962)
 PV0480
 PV0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 PV0480'THE STATION AND THE REFERENCE MARK WAS RECOVERED AND FOUND IN
 PV0480'GOOD CONDITION.  THE HORIZONTAL DISTANCE TO THE REFERENCE
 PV0480'MARK WAS FOUND TO BE 27.716 METERS INSTEAD OF 27.67 METERS.
 PV0480'A NEW DESCRIPTION FOLLOWS--
 PV0480'
 PV0480'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF CAMBRIA AND ABOUT
 PV0480'3.5 MILES SOUTHWEST OF FOUR CORNERS, ON THE HIGHEST PART OF
 PV0480'AN EAST-WEST RIDGE WHICH IS LOCALLY KNOWN AS SWEETWATER MOUNTAIN.
 PV0480'IT IS NEAR THE SOUTH EDGE OF THE SW 1/4 OF SECTION 16, T 47 N,
 PV0480'R 61 W.
 PV0480'
 PV0480'TO REACH THE STATION FROM FOUR CORNERS, GO SOUTH ON U.S. HIGHWAY
 PV0480'NO. 85 FOR 4.0 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 PV0480'GO NORTHWEST ON A GRADED ROAD FOR 1.2 MILES TO A FARM HOUSE.
 PV0480'PASS TO THE EAST OF A GARAGE AND GO NORTH AND WEST ON A TRACK
 PV0480'ROAD FOR 0.4 MILE TO A WIRE GATE.  CONTINUE WEST ON A TRACK ROAD
 PV0480'FOR 1.05 MILES TO A WIRE GATE.  PASS THROUGH GATE, TURN RIGHT
 PV0480'AND GO NORTH AND WEST ON A TRACK ROAD FOR 0.2 MILE TO A SIDE
 PV0480'ROAD ON THE RIGHT AT THE TOP OF A RIDGE.  TURN RIGHT AND GO
 PV0480'NORTH ON A TRACK ROAD FOR 0.1 MILE TO THE SOUTH EDGE OF A
 PV0480'CLEARING.  TURN RIGHT AND GO EAST ACROSS CLEARING FOR 0.05
 PV0480'MILE TO A WIRE GATE.  CONTINUE EAST FOR 0.1 MILE TO THE TOP
 PV0480'OF RIDGE AND STATION SITE.
 PV0480'
 PV0480'STATION MARK, A STANDARD DISK NOT STAMPED, IS SET AT THE CENTER
 PV0480'OF A 6-INCH CONCRETE CYLINDER WHICH IS SURROUNDED BY A
 PV0480'GALVANIZED-IRON PIPE PROJECTING 4-INCHES.  IT IS 25 FEET EAST OF AN
 PV0480'8-INCH TRIANGLE BLAZED PINE TREE AND 27 FEET NORTHWEST OF
 PV0480'A 12-INCH TRIANGLE BLAZED PINE TREE.
 PV0480'
 PV0480'REFERENCE MARK, A STANDARD DISK NOT STAMPED, IS SET AT THE
 PV0480'CENTER OF A 5-INCH CONCRETE CYLINDER WHICH IS SURROUNDED BY A
 PV0480'GALVANIZED-IRON PIPE PROJECTING 3-INCHES.  IT IS 17 FEET WEST
 PV0480'OF A 10-INCH TRIANGLE BLAZED PINE TREE AND 24 FEET SOUTHWEST
 PV0480'OF AN 8-INCH TRIANGLE BLAZED PINE TREE.
 PV0480
 PV0480                          STATION RECOVERY (1989)
 PV0480
 PV0480'RECOVERY NOTE BY US POWER SQUADRON 1989 (DP)
 PV0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1080 ***********************************************************************
 MO1080  DESIGNATION -  CAMEL
 MO1080  PID         -  MO1080
 MO1080  STATE/COUNTY-  WY/LARAMIE
 MO1080  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO1080
 MO1080                         *CURRENT SURVEY CONTROL
 MO1080  ___________________________________________________________________
 MO1080* NAD 83(1993)-  41 10 30.75005(N)    104 47 55.61896(W)     ADJUSTED  
 MO1080* NAVD 88     -      1907.3    (meters)    6258.     (feet)  VERTCON   
 MO1080  ___________________________________________________________________
 MO1080  LAPLACE CORR-         -10.36  (seconds)                    DEFLEC99
 MO1080  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 MO1080
 MO1080  HORZ ORDER  -  FIRST
 MO1080
 MO1080.The horizontal coordinates were established by classical geodetic methods
 MO1080.and adjusted by the National Geodetic Survey in January 1997..
 MO1080
 MO1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1080
 MO1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1080
 MO1080.The geoid height was determined by GEOID03.
 MO1080
 MO1080;                    North         East     Units Scale Factor Converg.
 MO1080;SPC WY E     -    75,042.965   230,867.947   MT  0.99994922   +0 14 31.9
 MO1080;UTM  13      - 4,558,226.659   516,877.767   MT  0.99960351   +0 07 56.9
 MO1080
 MO1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1080!SPC WY E     -   0.99970346  x   0.99994922  =   0.99965269
 MO1080!UTM  13      -   0.99970346  x   0.99960351  =   0.99930709
 MO1080
 MO1080|---------------------------------------------------------------------|
 MO1080| PID    Reference Object                     Distance      Geod. Az  |
 MO1080|                                                           dddmmss.s |
 MO1080| CP8940 CAMEL RM 2                           12.935 METERS 05634     |
 MO1080| MO1084 CHEYENNE NORTH MUNICIPAL TANK       387.393 METERS 05949     |
 MO1080| CP8941 CAMEL RM 3                           14.395 METERS 08705     |
 MO1080| MO1082 CHEYENNE STATE CAPITOL DOME         APPROX. 4.3 KM 2045235.2 |
 MO1080| MO1105 CHEYENNE SPEER MICROWAVE TOWER      APPROX.16.1 KM 2090033.9 |
 MO1080| MO1103 CHEYENNE RAD STA KVWO NEW MST       APPROX. 6.9 KM 2101320.6 |
 MO1080| MO1110 WARREN USAF BASE TANK               APPROX. 7.7 KM 2383241.9 |
 MO1080| MO1213 RADIO STATION KFBC MAST             APPROX.19.4 KM 2443321.4 |
 MO1080| MO1214 CHEYENNE MOUNTAIN BELL MAST         APPROX.20.8 KM 2462337.8 |
 MO1080| CP8939 CAMEL RM 1                           15.175 METERS 28759     |
 MO1080| MO1079 WARREN AFB MICROWAVE TOWER          APPROX. 6.7 KM 3100833.6 |
 MO1080|---------------------------------------------------------------------|
 MO1080
 MO1080                          SUPERSEDED SURVEY CONTROL
 MO1080
 MO1080  NAD 83(1986)-  41 10 30.73475(N)    104 47 55.61668(W) AD(       ) 1
 MO1080  NAD 27      -  41 10 30.80570(N)    104 47 53.73160(W) AD(       ) 1
 MO1080  NGVD 29 (07/19/86) 1906.3    (m)         6254.     (f) VERT ANG       
 MO1080
 MO1080.Superseded values are not recommended for survey control.
 MO1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1080.See file dsdata.txt to determine how the superseded data were derived.
 MO1080
 MO1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1687858227(NAD 83)
 MO1080_MARKER: DS = TRIANGULATION STATION DISK
 MO1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1080
 MO1080  HISTORY     - Date     Condition        Report By
 MO1080  HISTORY     - 1947     MONUMENTED       USGS
 MO1080  HISTORY     - 1960     GOOD             USGS
 MO1080  HISTORY     - 1960     GOOD             USGS
 MO1080  HISTORY     - 1965     GOOD             CGS
 MO1080  HISTORY     - 1973     GOOD             NGS
 MO1080
 MO1080                          STATION DESCRIPTION
 MO1080
 MO1080'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1080'STATION IS ABOUT 2.5 MI. N. OF CHEYENNE, LOCATED IN S. 1/2 SEC. 17,
 MO1080'T 14 N, R 66 W.  IT IS ON THE FIRST RANGE OF HILLS N. OF CHEYENNE.
 MO1080'
 MO1080'TO REACH FROM POST OFFICE IN CHEYENNE, GO N. ON U.S. HIGHWAYS 85 AND
 MO1080'87 2.4 MI. TO THE FIRST GRAVEL RD. N. OF THE AIRPORT, TURN RIGHT AND
 MO1080'GO 1.0 MI. TO A T-RD. INTERSECTION, CONTINUE STRAIGHT AHEAD THROUGH
 MO1080'WIRE GATE AND GO 1.0 MI. NE. TO STATION.
 MO1080
 MO1080                          STATION RECOVERY (1960)
 MO1080
 MO1080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (CTH)
 MO1080'THE STATION IS LOCATED 3 MILES, AIRLINE, NORTHEAST OF DOWNTOWN
 MO1080'CHEYENNE NEAR THE SOUTHWEST END OF A LOW GRASSY RIDGE WHICH
 MO1080'RUNS IN A NORTHEAST-SOUTHWEST DIRECTION, IN THE SE CORNER OF THE
 MO1080'SW 1/4 OF SECTION 17, T. 14 N. R. 66 W.
 MO1080'
 MO1080'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN
 MO1080'CHEYENNE GO NORTHERLY ON U.S. HIGHWAY 85 AND 87 FOR 1.5 MILES
 MO1080'TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTH AND GO 1 MILE TO A
 MO1080'CROSSROAD.  TURN RIGHT, EAST AND GO 1 MILE TO ANOTHER CROSSROAD.
 MO1080'CONTINUE STRAIGHT AHEAD AND GO 0.5 MILE TO A WIRE GATE.  PASS
 MO1080'THROUGH THE GATE AND GO NORTHEAST FOR 100 YARDS TO THE TOP
 MO1080'OF THE HILL AND THE STATION AS DESCRIBED.
 MO1080'
 MO1080'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK
 MO1080'DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT,
 MO1080'WHICH PROJECTS 4 INCHES AND IS STAMPED CAMEL CAMEL 1947.  IT
 MO1080'IS 47 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 MO1080'
 MO1080'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 MO1080'MARK DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT,
 MO1080'WHICH IS SET FLUSH AND IS STAMPED CAMEL NO 1.
 MO1080'
 MO1080'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 MO1080'MARK DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT,
 MO1080'WHICH PROJECTS 4 INCHES AND IS STAMPED CAMEL NO 2.  IT IS
 MO1080'8 FEET WEST OF A NORTH-SOUTH FENCE LINE AND IS 1 FOOT LOWER
 MO1080'IN ELEVATION THAN THE STATION MARK.
 MO1080'
 MO1080'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 MO1080'
 MO1080'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 MO1080
 MO1080                          STATION RECOVERY (1960)
 MO1080
 MO1080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1080'RECOVERED BY TOM WILLIAMS (USGS) 1960.
 MO1080'
 MO1080'STATION MARK--STANDARD TABLET, SET IN A CONCRETE MONUMENT AND
 MO1080'STAMPED ---CAMEL 1947---.
 MO1080'
 MO1080'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---CAMEL NO.
 MO1080'1 1947---, SET IN CONCRETE MONUMENT, 49.8 FT. W. OF STATION.
 MO1080'
 MO1080'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---CAMEL NO.
 MO1080'2 1947---, SET IN CONCRETE MONUMENT, 42.5 FT. NE. OF STATION.
 MO1080
 MO1080                          STATION RECOVERY (1965)
 MO1080
 MO1080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MO1080'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 MO1080'CONDITION AS DESCRIBED BY THE ORIGINAL DESCRIPTION OF CTH IN
 MO1080'1960.  THE TOP OF R.M. NO. 2 HAS BEEN KNOCKED OFF WITH ONLY
 MO1080'PART OF THE CONCRETE MONUMENT REMAINING.
 MO1080
 MO1080                          STATION RECOVERY (1973)
 MO1080
 MO1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1080'THE STATION MARK AND REFERENCE MARK ONE WERE RECOVERED IN
 MO1080'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED AND
 MO1080'A NEW REFERENCE MARK 3 WAS ESTABLISHED.  DIRECTION AND MEASUREMENTS
 MO1080'TO REFERENCE MARK 1 COMPARED WITH PREVIOUS DATA.  A COMPLETE
 MO1080'DESCRIPTION FOLLOWS.
 MO1080'
 MO1080'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF DOWNTOWN
 MO1080'CHEYENNE, 0.25 MILE SOUTHWEST OF THE NORTH CHEYENNE MUNICIPAL
 MO1080'WATER TANK, AND ON A GRAVELLY, EAST-WEST RIDGE IN PASTURE
 MO1080'LAND OWNED BY MR. FRANK M. COLE, PHONE NUMBER 632-9323.
 MO1080'
 MO1080'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE WHERE
 MO1080'INTERSTATE HIGHWAY 25 CROSSES OVER INTERSTATE HIGHWAY 80 AT
 MO1080'THE SOUTHWEST EDGE OF CHEYENNE GO NORTH ON INTERSTATE HIGHWAY
 MO1080'25 FOR 3.6 MILES TO EXIT NO. 7 (CENTRAL AVENUE).  EXIT FROM
 MO1080'INTERSTATE HIGHWAY 25 AND GO SOUTHEAST ON CENTRAL AVENUE
 MO1080'0.9 MILE TO YELLOWSTONE ROAD ON THE LEFT.  TURN LEFT AND GO
 MO1080'NORTH ON YELLOWSTONE ROAD 1.0 MILE TO STOREY BLVD. ON THE
 MO1080'RIGHT.  TURN RIGHT AND GO EAST ON STOREY BLVD. 1.0 MILE TO A
 MO1080'5-WAY INTERSECTION.  TURN LEFT AND GO NORTHEAST ON PAVED
 MO1080'ROAD 0.25 MILE TO A GATE AND BLADED SIDE ROAD ON THE RIGHT.
 MO1080'TURN RIGHT AND GO EAST ON BLADED AND TRACK ROAD 0.35 MILE TO
 MO1080'FENCE CORNER IN NORTH-SOUTH FENCE.  TURN RIGHT AND CLIMB
 MO1080'SOUTH ALONG EAST SIDE OF FENCE 0.15 MILE TO WIRE GATE.
 MO1080'PASS THROUGH GATE AND CLIMB 0.15 MILE TO STATION NEAR EAST
 MO1080'END OF RIDGE.
 MO1080'
 MO1080'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION BENCH
 MO1080'MARK DISK STAMPED CAMEL CAMEL 1947 CEMENTED IN THE TOP OF A
 MO1080'6-INCH SQUARE PRECAST CONCRETE POST PROJECTING 6 INCHES ABOVE
 MO1080'GROUND.  IT IS 48 FEET WEST OF A METAL WITNESS POST WITH
 MO1080'SIGN IN THE NORTH-SOUTH FENCE LINE.
 MO1080'
 MO1080'REFERENCE MARK NUMBER 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 MO1080'MARK DISK STAMPED CAMEL NO 1 CEMENTED IN THE TOP OF A 4-INCH
 MO1080'PRECAST CONCRETE SQUARE POST PROJECTING 1 INCH ABOVE GROUND.
 MO1080'IT IS 95.4 FEET WEST OF THE METAL WITNESS POST IN THE NORTH-SOUTH
 MO1080'FENCE LINE AND AT THE SAME ELEVATION AS THE STATION.
 MO1080'
 MO1080'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED CAMEL USGS
 MO1080'NO 3 1973 1960 CEMENTED IN THE TOP OF A 12-INCH DIAMETER
 MO1080'CYLINDRICAL CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
 MO1080'IT IS 2.8 FEET SOUTH OF THE METAL WITNESS POST IN THE NORTH-SOUTH
 MO1080'FENCE LINE AND 0.8 FOOT WEST OF THE FENCE LINE.
 MO1080'
 MO1080'NO AZIMUTH MARK DISK WAS ESTABLISHED FOR THIS STATION.
 MO1080'
 MO1080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MO1080'NORTHEAST OF CHEYENNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0202 ***********************************************************************
 NS0202  DESIGNATION -  CAMP
 NS0202  PID         -  NS0202
 NS0202  STATE/COUNTY-  WY/FREMONT
 NS0202  USGS QUAD   -  LEWISTON LAKES (1978)
 NS0202
 NS0202                         *CURRENT SURVEY CONTROL
 NS0202  ___________________________________________________________________
 NS0202* NAD 83(1993)-  42 24 40.50821(N)    108 22 44.54159(W)     ADJUSTED  
 NS0202* NAVD 88     -      2289.1    (meters)    7510.     (feet)  VERTCON   
 NS0202  ___________________________________________________________________
 NS0202  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 NS0202  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NS0202
 NS0202  HORZ ORDER  -  THIRD
 NS0202
 NS0202.The horizontal coordinates were established by classical geodetic methods
 NS0202.and adjusted by the National Geodetic Survey in January 1997..
 NS0202
 NS0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0202
 NS0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0202
 NS0202.The geoid height was determined by GEOID03.
 NS0202
 NS0202;                    North         East     Units Scale Factor Converg.
 NS0202;SPC WYWC     -   212,322.312   630,533.796   MT  0.99994897   +0 15 00.7
 NS0202;UTM  12      - 4,698,766.832   715,665.402   MT  1.00017230   +1 46 06.2
 NS0202
 NS0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0202!SPC WYWC     -   0.99964311  x   0.99994897  =   0.99959209
 NS0202!UTM  12      -   0.99964311  x   1.00017230  =   0.99981534
 NS0202
 NS0202:                Primary Azimuth Mark                     Grid Az
 NS0202:SPC WYWC     -  SWEET                                    312 38 46.1
 NS0202:UTM  12      -  SWEET                                    311 07 40.6
 NS0202
 NS0202|---------------------------------------------------------------------|
 NS0202| PID    Reference Object                     Distance      Geod. Az  |
 NS0202|                                                           dddmmss.s |
 NS0202| NS0204 SWEET                               APPROX. 2.6 KM 3125346.8 |
 NS0202|---------------------------------------------------------------------|
 NS0202
 NS0202                          SUPERSEDED SURVEY CONTROL
 NS0202
 NS0202  NAD 83(1986)-  42 24 40.49305(N)    108 22 44.54186(W) AD(       ) 3
 NS0202  NAD 27      -  42 24 40.64466(N)    108 22 42.16861(W) AD(       ) 3
 NS0202  NGVD 29 (07/19/86) 2287.9    (m)         7506.     (f) VERT ANG       
 NS0202
 NS0202.Superseded values are not recommended for survey control.
 NS0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0202.See file dsdata.txt to determine how the superseded data were derived.
 NS0202
 NS0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM1566598767(NAD 83)
 NS0202
 NS0202  HISTORY     - Date     Condition        Report By
 NS0202  HISTORY     - 1951     MONUMENTED       USGS
 NS0202  HISTORY     - 1953     GOOD             USGS
 NS0202
 NS0202                          STATION DESCRIPTION
 NS0202
 NS0202'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HLP)
 NS0202'STATION IN SW 1/4 SEC.11, T.28N., R.97,W.
 NS0202'FROM LANDER PROCEED SE. ON U.S. HIGHWAY 287 34.0 MI. TO CARTER OIL
 NS0202'SIGN, TURN SOUTH AND PROCEED 4.9 MI. ON MAIN RD. TO JUNCTION, TURN
 NS0202'LEFT AT JUNCTION, DRIVE 3.8 MI. CROSS SWEETWATER RIVER AND GATE THRU
 NS0202'ELLIS RANCH.  GO THRU GATE AND TURN W. PROCEED 1.7 MI. TAKE LEFT FORK
 NS0202'MAIN RD.  DRIVE 1.0 MI. TAKE RIGHT TURN - MAIN RD.- THEN 3.5 MI. TURN
 NS0202'LEFT.  DRIVE 1.8 MI. TURN RIGHT.  PROCEED 0.5 MI. TURN RIGHT 0.8 MI.
 NS0202'IN GOING ACROSS COUNTRY, DRIVE OVER FIRST RIDGE AND CONTINUE TO
 NS0202'SECOND RIDGE AND STATION.
 NS0202'
 NS0202'RECOVERED BY H.L. PLANSOEN, 1953.
 NS0202'
 NS0202'STATION MARK - A STANDARD BRONZE TABLET CEMENTED INTO OUTCROPPED
 NS0202'BEDROCK, STAMPED --- WR-CAMP 1951 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0274 ***********************************************************************
 OW0274  DESIGNATION -  CAMP
 OW0274  PID         -  OW0274
 OW0274  STATE/COUNTY-  WY/FREMONT
 OW0274  USGS QUAD   -  LOST WELLS BUTTE (1978)
 OW0274
 OW0274                         *CURRENT SURVEY CONTROL
 OW0274  ___________________________________________________________________
 OW0274* NAD 83(1993)-  43 14 44.77249(N)    108 22 32.87414(W)     ADJUSTED  
 OW0274* NAVD 88     -      1604.     (meters)    5262.     (feet)  SCALED    
 OW0274  ___________________________________________________________________
 OW0274  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 OW0274  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 OW0274
 OW0274  HORZ ORDER  -  THIRD
 OW0274
 OW0274.The horizontal coordinates were established by classical geodetic methods
 OW0274.and adjusted by the National Geodetic Survey in January 1997..
 OW0274
 OW0274.The orthometric height was scaled from a topographic map.
 OW0274
 OW0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0274
 OW0274.The geoid height was determined by GEOID03.
 OW0274
 OW0274;                    North         East     Units Scale Factor Converg.
 OW0274;SPC WYWC     -   305,023.927   630,388.982   MT  0.99994886   +0 15 23.0
 OW0274;UTM  12      - 4,791,451.576   713,044.540   MT  1.00015837   +1 47 54.9
 OW0274
 OW0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0274!SPC WYWC     -   0.99975073  x   0.99994886  =   0.99969960
 OW0274!UTM  12      -   0.99975073  x   1.00015837  =   0.99990906
 OW0274
 OW0274|---------------------------------------------------------------------|
 OW0274| PID    Reference Object                     Distance      Geod. Az  |
 OW0274|                                                           dddmmss.s |
 OW0274| CP4641 CAMP RM 1                            14.658 METERS 09117     |
 OW0274| OW0259 SHOSHONE C AND NW RR TANK           APPROX.22.0 KM 0931109.3 |
 OW0274| CP4640 CAMP AZ MK                                         1803402.5 |
 OW0274| OW0273 RED WHITE FLAG NEAR LOST WELL       APPROX. 8.3 KM 2065112.9 |
 OW0274| CP4642 CAMP RM 2                            12.650 METERS 29817     |
 OW0274|---------------------------------------------------------------------|
 OW0274
 OW0274                          SUPERSEDED SURVEY CONTROL
 OW0274
 OW0274  NAD 83(1986)-  43 14 44.75770(N)    108 22 32.88042(W) AD(       ) 3
 OW0274  NAD 27      -  43 14 44.91400(N)    108 22 30.50100(W) AD(       ) 3
 OW0274
 OW0274.Superseded values are not recommended for survey control.
 OW0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0274.See file dsdata.txt to determine how the superseded data were derived.
 OW0274
 OW0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1304591452(NAD 83)
 OW0274_MARKER: DS = TRIANGULATION STATION DISK
 OW0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0274
 OW0274  HISTORY     - Date     Condition        Report By
 OW0274  HISTORY     - 1936     MONUMENTED       CGS
 OW0274
 OW0274                          STATION DESCRIPTION
 OW0274
 OW0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0274'ABOUT 17 MILES NORTH OF RIVERTON, ABOUT 14 MILES WEST OF
 OW0274'SHOSHONI, ABOUT 3-1/2 MILES NORTH OF FIVE-MILE OR MAVERICK
 OW0274'CREEK, ON A LOW GRAVEL RIDGE WHICH OVERLOOKS ALL COUNTRY
 OW0274'TO EAST AND SOUTH, BUT IS SOMEWHAT LOWER THAN MAIN DIVIDE
 OW0274'TO NORTHWEST.  TO REACH FROM MAIN HIGHWAY INTERSECTION IN
 OW0274'SHOSHONI, GO WEST ON MAIN HIGHWAY TOWARDS RIVERTON 3.4 MILES.
 OW0274'FROM WEST END OF BRIDGE CONTINUE ON 0.9 MILE.  TURN RIGHT OFF
 OW0274'HIGHWAY AND FOLLOW GRADED DIRT ROAD WEST 0.3 MILE.  CROSS
 OW0274'FIVE-MILE OR MAVERICK CREEK BRIDGE, TURN LEFT AND GO WEST
 OW0274'ON TRACK ROAD ALONG RIDGE 2.3 MILES.  TURN RIGHT AT SMALL
 OW0274'TRIANGLE TRENCH AND GO WEST AGAIN DOWN SMALL CANYON AND
 OW0274'FOLLOW MAIN OLD ROAD, WEEDED OVER BUT PASSABLE, 2.1 MILES.
 OW0274'PASS WATER TANK AND PUMP AND CONTINUE WEST 3.3 MILES.
 OW0274'KEEP STRAIGHT AHEAD AT OLD CROSSROADS AND GO WEST 1.5
 OW0274'MILES TO TRENCH AT RIGHT.  TURN RIGHT AND GO NORTH
 OW0274'ACROSS COUNTRY, PASSING TO LEFT OF MUSHROOM ROCKS AND UP
 OW0274'FLAT VALLEY 1.9 MILES TO END OF TRUCK TRAVEL AT BASE OF
 OW0274'HILL AND OLD SHEEP CAMP SITE.  TRUCK CAN BE DRIVEN TO TOP
 OW0274'OF HILL BY SELECTING ROUTE FIRST.  HARD PULL OF ABOUT 100
 OW0274'FEET.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 OW0274'DISKS IN CONCRETE.  REFERENCE MARKS ARE
 OW0274'STANDARD DISKS IN CONCRETE.  NO. 1 IS 14.658 METERS
 OW0274'(48.09 FEET) EAST OF STATION S 88 DEG 43 MIN E.  NO.
 OW0274'2 IS 12.650 METERS (41.50 FEET) WEST N 61 DEG 43 MIN W.
 OW0274'AZIMUTH MARK IS STANDARD DISK IN SANDSTONE,
 OW0274'NEAR VERY LARGE MUSHROOM-SHAPED SANDSTONE
 OW0274'ROCK, 0.25 MILE SOUTH FROM STATION S 0 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0479 ***********************************************************************
 PX0479  DESIGNATION -  CAMP
 PX0479  PID         -  PX0479
 PX0479  STATE/COUNTY-  WY/PARK
 PX0479  USGS QUAD   -  LOGAN MOUNTAIN (1991)
 PX0479
 PX0479                         *CURRENT SURVEY CONTROL
 PX0479  ___________________________________________________________________
 PX0479* NAD 83(1993)-  44 35 05.76276(N)    109 17 09.58880(W)     ADJUSTED  
 PX0479* NAVD 88     -      2564.3    (meters)    8413.     (feet)  VERTCON   
 PX0479  ___________________________________________________________________
 PX0479  LAPLACE CORR-         -21.55  (seconds)                    DEFLEC99
 PX0479  GEOID HEIGHT-         -10.19  (meters)                     GEOID03
 PX0479
 PX0479  HORZ ORDER  -  THIRD
 PX0479
 PX0479.The horizontal coordinates were established by classical geodetic methods
 PX0479.and adjusted by the National Geodetic Survey in January 1997..
 PX0479
 PX0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0479
 PX0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0479
 PX0479.The geoid height was determined by GEOID03.
 PX0479
 PX0479;                    North         East     Units Scale Factor Converg.
 PX0479;SPC WYWC     -   453,881.692   557,436.984   MT  0.99995977   -0 22 34.5
 PX0479;UTM  12      - 4,938,272.339   636,061.752   MT  0.99982766   +1 12 12.1
 PX0479
 PX0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0479!SPC WYWC     -   0.99959968  x   0.99995977  =   0.99955947
 PX0479!UTM  12      -   0.99959968  x   0.99982766  =   0.99942741
 PX0479
 PX0479:                Primary Azimuth Mark                     Grid Az
 PX0479:SPC WYWC     -  TRAIL                                    325 56 18.5
 PX0479:UTM  12      -  TRAIL                                    324 21 31.9
 PX0479
 PX0479|---------------------------------------------------------------------|
 PX0479| PID    Reference Object                     Distance      Geod. Az  |
 PX0479|                                                           dddmmss.s |
 PX0479| PX0503 TRAIL                               APPROX. 5.3 KM 3253344.0 |
 PX0479|---------------------------------------------------------------------|
 PX0479
 PX0479                          SUPERSEDED SURVEY CONTROL
 PX0479
 PX0479  NAD 83(1986)-  44 35 05.75350(N)    109 17 09.57693(W) AD(       ) 3
 PX0479  NGVD 29 (09/11/89) 2563.1    (m)         8409.     (f) VERT ANG       
 PX0479
 PX0479.Superseded values are not recommended for survey control.
 PX0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0479.See file dsdata.txt to determine how the superseded data were derived.
 PX0479
 PX0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ3606238272(NAD 83)
 PX0479_MARKER: DS = TRIANGULATION STATION DISK
 PX0479_SETTING: 0 = UNSPECIFIED SETTING
 PX0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0479
 PX0479  HISTORY     - Date     Condition        Report By
 PX0479  HISTORY     - 1948     MONUMENTED       USGS
 PX0479
 PX0479                          STATION DESCRIPTION
 PX0479
 PX0479'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0479'STATION IS LOCATED ABOUT 11 MI. W. OF CODY, PARK COUNTY, WYOMING.
 PX0479'ABOUT 5 MI. N. AND 3000 FT. HIGHER, OF WHERE U.S. HIGHWAY CROSSES
 PX0479'RATTLESNAKE CANYON.  ABOUT 1 MI. SE. OF SAWMILL CAMP.  ON THE TOP AND
 PX0479'UPPER END OF A BALD RIDGE ON THE W. END OF RATTLESNAKE MOUNTAIN.  THIS
 PX0479'STATION IS ABOUT 35 FT. SE. OF THE OUT-IN POINT RATTLESNAKE, WHICH
 PX0479'DOES NOT CHECK.  A STANDARD GEOLOGICAL SURVEY STATION TABLET STAMPED
 PX0479'---CAMP 1948--- CEMENTED IN THE TOP OF EXPOSED LEDGE.
 PX0479'
 PX0479'TO REACH STATION FROM CODY, WYOMING FOLLOW THE BLACK AND WHITE TRAIL
 PX0479'N. TOWARD CLARK, WYOMING FOR 9.0 MI. TO JUNCTION OF THE MONUMENT HILL
 PX0479'RD.   TURN LEFT AND FOLLOW THE MONUMENT HILL RD. FOR 10.5 MI. TO
 PX0479'JUNCTION OF TRAIL RD. S.  TURN LEFT, PASS THROUGH A WIRE GATE AND
 PX0479'FOLLOW BEST TRAVELED TRAIL RD. S. FOR 2.5 MI. TO A SMALL SAWMILL AND
 PX0479'CABINS.  CONTINUE AROUND SAWMILL TO THE LEFT ACROSS AN OPEN
 PX0479'GRASSEY SPOT TO AN OLD SKID RD., FOLLOW OLD SKID RD. ALONG THE SIDE OF
 PX0479'RATTLESNAKE MOUNTAIN FOR ABOUT 1.4 MI. TO FIRST LARGE OPEN GRASSY
 PX0479'MEADOW.  CONTINUE TO UPPER END OF MEADOW AND TOP OF BARE ROCK RIDGE
 PX0479'WHERE TRAIL ENTERS TIMBER.  STATION IS AT TIMBER EDGE ON TOP OF RIDGE.
 PX0479'
 PX0479'STATION MARK - A STANDARD STATION MARK STAMPED---CAMP 1948---
 PX0479'CEMENTED IN A ROCK LEDGE.
 PX0479'
 PX0479'REFERENCE MARK NO.1 - REFERENCE TABLET STAMPED---NO.1--- CEMENTED IN
 PX0479'EXPOSED ROCK N. 12.28 FT. FROM STATION N 54 DEGREES
 PX0479'44 MINUTES NE.
 PX0479'
 PX0479'REFERENCE MARK NO.2 - REFERENCE TABLET STAMPED---NO.2--- CEMENTED IN
 PX0479'EXPOSED ROCK E. 26.34 FT. FROM STATION N 57 DEGREES 53 MINUTES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0485 ***********************************************************************
 NQ0485  DESIGNATION -  CAMP GUERNSEY NATL GUARD TANK
 NQ0485  PID         -  NQ0485
 NQ0485  STATE/COUNTY-  WY/PLATTE
 NQ0485  USGS QUAD   -  GUERNSEY (1990)
 NQ0485
 NQ0485                         *CURRENT SURVEY CONTROL
 NQ0485  ___________________________________________________________________
 NQ0485* NAD 83(1993)-  42 15 50.59465(N)    104 43 58.19391(W)     ADJUSTED  
 NQ0485* NAVD 88     -                                                        
 NQ0485  ___________________________________________________________________
 NQ0485  LAPLACE CORR-          -7.84  (seconds)                    DEFLEC99
 NQ0485  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 NQ0485
 NQ0485  HORZ ORDER  -  THIRD
 NQ0485
 NQ0485.The horizontal coordinates were established by classical geodetic methods
 NQ0485.and adjusted by the National Geodetic Survey in January 1997..
 NQ0485
 NQ0485
 NQ0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0485
 NQ0485.The geoid height was determined by GEOID03.
 NQ0485
 NQ0485;                    North         East     Units Scale Factor Converg.
 NQ0485;SPC WY E     -   195,997.049   235,792.376   MT  0.99995326   +0 17 30.4
 NQ0485;UTM  13      - 4,679,129.074   522,034.545   MT  0.99960597   +0 10 46.9
 NQ0485
 NQ0485                          SUPERSEDED SURVEY CONTROL
 NQ0485
 NQ0485  NAD 83(1986)-  42 15 50.57134(N)    104 43 58.18544(W) AD(       ) 4
 NQ0485  NAD 27      -  42 15 50.68300(N)    104 43 56.31200(W) AD(       ) 3
 NQ0485
 NQ0485.Superseded values are not recommended for survey control.
 NQ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0485.See file dsdata.txt to determine how the superseded data were derived.
 NQ0485
 NQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2203579129(NAD 83)
 NQ0485_MARKER: 53 = ELEVATED TANK
 NQ0485
 NQ0485  HISTORY     - Date     Condition        Report By
 NQ0485  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0485
 NQ0485                          STATION DESCRIPTION
 NQ0485
 NQ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0485'THE STATION IS LOCATED ABOUT 3/4 MILE EAST OF GUERNSEY AT
 NQ0485'THE CAMP GUERNSEY NATIONAL GUARD AIRFIELD.
 NQ0485'
 NQ0485'THE STATION IS A VENT, PAINTED BLACK, ATOP THE FOUR-LEGGED, STEEL,
 NQ0485'STRUCTURE.  THE WATER TANK IS ALTERNATELY PAINTED ORANGE
 NQ0485'AND WHITE AND IS APPROXIMATELY 105 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0583 ***********************************************************************
 MP0583  DESIGNATION -  CAMPBELL
 MP0583  PID         -  MP0583
 MP0583  STATE/COUNTY-  WY/CARBON
 MP0583  USGS QUAD   -  TENMILE SPRING (1982)
 MP0583
 MP0583                         *CURRENT SURVEY CONTROL
 MP0583  ___________________________________________________________________
 MP0583* NAD 83(1993)-  41 58 33.71197(N)    106 41 23.95683(W)     ADJUSTED  
 MP0583* NAVD 88     -      2089.8    (meters)    6856.     (feet)  VERTCON   
 MP0583  ___________________________________________________________________
 MP0583  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 MP0583  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 MP0583
 MP0583  HORZ ORDER  -  THIRD
 MP0583
 MP0583.The horizontal coordinates were established by classical geodetic methods
 MP0583.and adjusted by the National Geodetic Survey in January 1997..
 MP0583
 MP0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0583
 MP0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0583
 MP0583.The geoid height was determined by GEOID03.
 MP0583
 MP0583;                    North         East     Units Scale Factor Converg.
 MP0583;SPC WYEC     -   264,115.795   453,318.436   MT  0.99997247   +0 25 49.1
 MP0583;UTM  13      - 4,648,496.275   359,984.523   MT  0.99984123   -1 07 49.7
 MP0583
 MP0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0583!SPC WYEC     -   0.99967454  x   0.99997247  =   0.99964702
 MP0583!UTM  13      -   0.99967454  x   0.99984123  =   0.99951582
 MP0583
 MP0583:                Primary Azimuth Mark                     Grid Az
 MP0583:SPC WYEC     -  HAY                                      076 38 09.7
 MP0583:UTM  13      -  HAY                                      078 11 48.5
 MP0583
 MP0583|---------------------------------------------------------------------|
 MP0583| PID    Reference Object                     Distance      Geod. Az  |
 MP0583|                                                           dddmmss.s |
 MP0583| MP0578 HAY                                 APPROX. 5.6 KM 0770358.8 |
 MP0583|---------------------------------------------------------------------|
 MP0583
 MP0583                          SUPERSEDED SURVEY CONTROL
 MP0583
 MP0583  NAD 83(1986)-  41 58 33.69886(N)    106 41 23.94866(W) AD(       ) 3
 MP0583  NAD 27      -  41 58 33.83703(N)    106 41 21.83052(W) AD(       ) 3
 MP0583  NGVD 29 (07/19/86) 2088.6    (m)         6852.     (f) VERT ANG       
 MP0583
 MP0583.Superseded values are not recommended for survey control.
 MP0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0583.See file dsdata.txt to determine how the superseded data were derived.
 MP0583
 MP0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5998548496(NAD 83)
 MP0583_MARKER: DD = SURVEY DISK
 MP0583_SETTING: 0 = UNSPECIFIED SETTING
 MP0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0583
 MP0583  HISTORY     - Date     Condition        Report By
 MP0583  HISTORY     - 1951     MONUMENTED       USGS
 MP0583  HISTORY     - 1971     GOOD             USGS
 MP0583
 MP0583                          STATION DESCRIPTION
 MP0583
 MP0583'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0583'STATION LOCATED ABOUT 7.6 MI. N. AND 6.6 MI. W. OF HANNA, WYOMING, ON
 MP0583'TOP OF SMALL HILL.
 MP0583'
 MP0583'TO REACH FROM UNION PACIFIC STORE IN HANNA, WYOMING,PROCEED N. 0.1 MI.
 MP0583'TO ROAD ON LEFT WHICH IS SEMINOE-DAM RD. THEN LEFT 6.1 MI. TO T-RD.
 MP0583'INTERSECTION, THENCE LEFT 1.9 MI. TO FORK THEN RIGHT 6.6 MI. TO FORK,
 MP0583'THENCE RIGHT 0.1 MI. TO SHARP RIGHT CURVE, THENCE LEFT ABOUT 500 FT.
 MP0583'TO TOP OF SMALL HILL AND STATION.
 MP0583
 MP0583                          STATION RECOVERY (1971)
 MP0583
 MP0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (TET)
 MP0583'RECOVERED - R.M. NO.2 HAS BEEN DISTURBED.
 MP0583'
 MP0583'STATION MARK - STANDARD TABLET SET IN CONCRETE POST, STAMPED
 MP0583'---CAMPBELL 1951---.
 MP0583'
 MP0583'REFERENCE MARK NO. 1 STANDARD REFERENCE TABLET SET IN ROCK STAMPED
 MP0583'---CAMPBELL 1951 NO.1--- 29.53 FT. FROM STATION, S 74 DEG 57 MIN E.
 MP0583'
 MP0583'REFERENCE MARK NO. 2 - STANDARD TABLET SET IN CONCRETE POST AND
 MP0583'STAMPED ---CAMPBELL 1951 NO.2--- 29.55 FT. FROM STATION,
 MP0583'S 16 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0573 ***********************************************************************
 PW0573  DESIGNATION -  CAMPBELL
 PW0573  PID         -  PW0573
 PW0573  STATE/COUNTY-  WY/SHERIDAN
 PW0573  USGS QUAD   -  WOLF (1993)
 PW0573
 PW0573                         *CURRENT SURVEY CONTROL
 PW0573  ___________________________________________________________________
 PW0573* NAD 83(1993)-  44 51 27.03386(N)    107 09 27.86381(W)     ADJUSTED  
 PW0573* NAVD 88     -      1289.     (meters)    4229.     (feet)  SCALED    
 PW0573  ___________________________________________________________________
 PW0573  LAPLACE CORR-         -13.68  (seconds)                    DEFLEC99
 PW0573  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 PW0573
 PW0573  HORZ ORDER  -  THIRD
 PW0573
 PW0573.The horizontal coordinates were established by classical geodetic methods
 PW0573.and adjusted by the National Geodetic Survey in January 1997..
 PW0573
 PW0573.The orthometric height was scaled from a topographic map.
 PW0573
 PW0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0573
 PW0573.The geoid height was determined by GEOID03.
 PW0573
 PW0573;                    North         East     Units Scale Factor Converg.
 PW0573;SPC WYEC     -   584,045.338   413,878.388   MT  0.99993987   +0 07 25.9
 PW0573;UTM  13      - 4,969,386.533   329,515.842   MT  0.99995741   -1 31 20.3
 PW0573
 PW0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0573!SPC WYEC     -   0.99979994  x   0.99993987  =   0.99973982
 PW0573!UTM  13      -   0.99979994  x   0.99995741  =   0.99975736
 PW0573
 PW0573:                Primary Azimuth Mark                     Grid Az
 PW0573:SPC WYEC     -  RANCHESTER SE BASE                       348 40 29.1
 PW0573:UTM  13      -  RANCHESTER SE BASE                       350 19 15.3
 PW0573
 PW0573|---------------------------------------------------------------------|
 PW0573| PID    Reference Object                     Distance      Geod. Az  |
 PW0573|                                                           dddmmss.s |
 PW0573| PW0582 RANCHESTER SE BASE                  APPROX. 6.3 KM 3484755.0 |
 PW0573|---------------------------------------------------------------------|
 PW0573
 PW0573                          SUPERSEDED SURVEY CONTROL
 PW0573
 PW0573  NAD 83(1986)-  44 51 27.01944(N)    107 09 27.84143(W) AD(       ) 3
 PW0573
 PW0573.Superseded values are not recommended for survey control.
 PW0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0573.See file dsdata.txt to determine how the superseded data were derived.
 PW0573
 PW0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK2951669387(NAD 83)
 PW0573_MARKER: P = PIPE CAP
 PW0573_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0573
 PW0573  HISTORY     - Date     Condition        Report By
 PW0573  HISTORY     - 1896     MONUMENTED       USGS
 PW0573
 PW0573                          STATION DESCRIPTION
 PW0573
 PW0573'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PW0573'ABOUT 3 MI. S. OF HARDIN AND CAMPBELLS RANCH, ON TONGUE RIVER, ON A
 PW0573'LOW SPUR RUNNING TOWARD WOLF CREEK, 2 MI. SE. OF BINGHAM POST OFFICE.
 PW0573'
 PW0573'RECOVERED BY USGS IN 1964 AND REVISED DESCRIPTION AS FOLLOWS
 PW0573'
 PW0573'TO REACH FROM THE INTERSECTION OF 5TH AND N. MAIN STREETS IN SHERIDAN,
 PW0573'FOLLOW 5TH STREET W. OUT OF TOWN 5.2 MI. TO A FORK, TAKE RIGHT FORK,
 PW0573'CROSS CATTLEGUARD AND TAKE LEFT FORK ONTO GRADED RD.  FOLLOW GRADED
 PW0573'RD. 5.9 MI. TO THE TOP OF A HILL AND A TRACK RD. LEADING SW. (LEFT).
 PW0573'TURN LEFT ONTO TRACK RD. AND GO 0.5 MI. TO HIGHEST POINT AND STATION
 PW0573'ON RIGHT.  (STAMPING ON BENCH MARK ADDED BY USGS IN 1964.)
 PW0573'
 PW0573'STATION MARK--IRON BENCH MARK CAP RIVETED TO 3 IN. IRON PIPE,
 PW0573'STAMPED---CAMPBELL 1898---, PIPE PROJECTS 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0475 ***********************************************************************
 NR0475  DESIGNATION -  CAN
 NR0475  PID         -  NR0475
 NR0475  STATE/COUNTY-  WY/FREMONT
 NR0475  USGS QUAD   -  PUDDLE SPRINGS (1984)
 NR0475
 NR0475                         *CURRENT SURVEY CONTROL
 NR0475  ___________________________________________________________________
 NR0475* NAD 83(1993)-  42 45 44.26981(N)    107 45 00.89417(W)     ADJUSTED  
 NR0475* NAVD 88     -      1939.0    (meters)    6362.     (feet)  VERTCON   
 NR0475  ___________________________________________________________________
 NR0475  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 NR0475  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 NR0475
 NR0475  HORZ ORDER  -  THIRD
 NR0475
 NR0475.The horizontal coordinates were established by classical geodetic methods
 NR0475.and adjusted by the National Geodetic Survey in January 1997..
 NR0475
 NR0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0475
 NR0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0475
 NR0475.The geoid height was determined by GEOID03.
 NR0475
 NR0475;                    North         East     Units Scale Factor Converg.
 NR0475;SPC WYWC     -   251,733.668   681,829.474   MT  1.00001985   +0 40 43.8
 NR0475;UTM  13      - 4,738,087.375   274,962.718   MT  1.00022307   -1 52 05.1
 NR0475
 NR0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0475!SPC WYWC     -   0.99969799  x   1.00001985  =   0.99971783
 NR0475!UTM  13      -   0.99969799  x   1.00022307  =   0.99992099
 NR0475
 NR0475:                Primary Azimuth Mark                     Grid Az
 NR0475:SPC WYWC     -  LOW                                      003 09 55.3
 NR0475:UTM  13      -  LOW                                      005 42 44.2
 NR0475
 NR0475|---------------------------------------------------------------------|
 NR0475| PID    Reference Object                     Distance      Geod. Az  |
 NR0475|                                                           dddmmss.s |
 NR0475| NR0473 LOW                                 APPROX. 5.7 KM 0035039.1 |
 NR0475|---------------------------------------------------------------------|
 NR0475
 NR0475                          SUPERSEDED SURVEY CONTROL
 NR0475
 NR0475  NAD 83(1986)-  42 45 44.25829(N)    107 45 00.89548(W) AD(       ) 3
 NR0475  NAD 27      -  42 45 44.41324(N)    107 44 58.61964(W) AD(       ) 3
 NR0475  NGVD 29 (07/19/86) 1938.0    (m)         6358.     (f) VERT ANG       
 NR0475
 NR0475.Superseded values are not recommended for survey control.
 NR0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0475.See file dsdata.txt to determine how the superseded data were derived.
 NR0475
 NR0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7496338087(NAD 83)
 NR0475_MARKER: DD = SURVEY DISK
 NR0475_SETTING: 0 = UNSPECIFIED SETTING
 NR0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0475
 NR0475  HISTORY     - Date     Condition        Report By
 NR0475  HISTORY     - 1950     MONUMENTED       USGS
 NR0475
 NR0475                          STATION DESCRIPTION
 NR0475
 NR0475'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0475'STATION IS LOCATED ABOUT 27.2 MI. S. AND 2.0 MI. W. OF MONETA,
 NR0475'WYOMING.
 NR0475'
 NR0475'TO REACH FROM THE POST OFFICE AT MONETA PROCEED EASTERLY ALONG U.S.
 NR0475'HIGHWAY (20)(26) FOR 0.4 MI., TURN RIGHT S. ON GRADED RD. AND PROCEED
 NR0475'1.2 MI. TO RD. FORKS, TURN RIGHT W. AND CONTINUE ON MAIN GRADED COUNTY
 NR0475'RD. 21.9 MI. TO RD. FORKS, TURN RIGHT AND CONTINUT 1.1 MI. TO
 NR0475'INTERSECTION WITH THE PIPELINE RD., CONTINUE STRAIGHT AHEAD 4.9 MI.
 NR0475'TO RD. FORKS, TURN RIGHT, SW. AND CONTINUE 0.8 MI. TO MUSKRAT CREEK,
 NR0475'CROSS MUSKRAT CREEK AND CONTINUE 0.6 MI. TO RD. FORKS, TURN LEFT AND
 NR0475'CONTINUE 2.0 MI. TO CROSSROAD, CONTINUE STRAIGHT AHEAD 0.5 MI.
 NR0475'STATION IS LOCATED ON A SMALL RIDGE ABOUT 750 FT. TO THE LEFT OF THE
 NR0475'RD.
 NR0475'
 NR0475'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST AND PROJECTING
 NR0475'2 IN. ABOVE THE GROUND SURFACE, AND STAMPED ---WR CAN 1950 VABM
 NR0475'6358---.
 NR0475'
 NR0475'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1016 ***********************************************************************
 MO1016  DESIGNATION -  CANAL
 MO1016  PID         -  MO1016
 MO1016  STATE/COUNTY-  WY/GOSHEN
 MO1016  USGS QUAD   -  VETERAN (1990)
 MO1016
 MO1016                         *CURRENT SURVEY CONTROL
 MO1016  ___________________________________________________________________
 MO1016* NAD 83(1993)-  41 58 27.39778(N)    104 28 46.77059(W)     ADJUSTED  
 MO1016* NAVD 88     -      1319.26   (+/-2cm)    4328.3    (feet)  VERTCON   
 MO1016  ___________________________________________________________________
 MO1016  LAPLACE CORR-          -9.17  (seconds)                    DEFLEC99
 MO1016  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 MO1016
 MO1016  HORZ ORDER  -  SECOND
 MO1016  VERT ORDER  -  THIRD ? (See Below)
 MO1016
 MO1016.The horizontal coordinates were established by classical geodetic methods
 MO1016.and adjusted by the National Geodetic Survey in January 1997..
 MO1016
 MO1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1016.The vertical order pertains to the NGVD 29 superseded value.
 MO1016
 MO1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1016
 MO1016.The geoid height was determined by GEOID03.
 MO1016
 MO1016;                    North         East     Units Scale Factor Converg.
 MO1016;SPC WY E     -   163,949.090   256,938.655   MT  0.99997738   +0 27 34.1
 MO1016;UTM  13      - 4,647,051.179   543,110.860   MT  0.99962287   +0 20 52.8
 MO1016
 MO1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1016!SPC WY E     -   0.99979573  x   0.99997738  =   0.99977311
 MO1016!UTM  13      -   0.99979573  x   0.99962287  =   0.99941868
 MO1016
 MO1016:                Primary Azimuth Mark                     Grid Az
 MO1016:SPC WY E     -  4248.29                                  001 37 26.2
 MO1016:UTM  13      -  4248.29                                  001 44 07.5
 MO1016
 MO1016|---------------------------------------------------------------------|
 MO1016| PID    Reference Object                     Distance      Geod. Az  |
 MO1016|                                                           dddmmss.s |
 MO1016| CP9687 4248.29                                            0020500.3 |
 MO1016| MO1012 YODER MUNICIPAL TANK                APPROX.16.6 KM 1124751.1 |
 MO1016| MO1010 YODER PLATTE PLINE CO RAD MST       APPROX.20.0 KM 1165855.8 |
 MO1016| CP8945 CANAL RM 1                           19.517 METERS 26854     |
 MO1016| CP8946 CANAL RM 2                           16.759 METERS 35205     |
 MO1016|---------------------------------------------------------------------|
 MO1016
 MO1016                          SUPERSEDED SURVEY CONTROL
 MO1016
 MO1016  NAD 83(1986)-  41 58 27.37872(N)    104 28 46.77137(W) AD(       ) 2
 MO1016  NAD 27      -  41 58 27.49360(N)    104 28 44.91920(W) AD(       ) 2
 MO1016  NGVD 29 (07/19/86) 1318.48   (m)         4325.7    (f) LEVELING    3  
 MO1016
 MO1016.Superseded values are not recommended for survey control.
 MO1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1016.See file dsdata.txt to determine how the superseded data were derived.
 MO1016
 MO1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4311147051(NAD 83)
 MO1016_MARKER: DB = BENCH MARK DISK
 MO1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1016
 MO1016  HISTORY     - Date     Condition        Report By
 MO1016  HISTORY     - 1948     MONUMENTED       USGS
 MO1016  HISTORY     - 1958     GOOD             CGS
 MO1016  HISTORY     - 1963     GOOD             CGS
 MO1016  HISTORY     - 1963     GOOD             USGS
 MO1016
 MO1016                          STATION DESCRIPTION
 MO1016
 MO1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MO1016'RECOVERED.
 MO1016
 MO1016                          STATION RECOVERY (1963)
 MO1016
 MO1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1016'THE STATION IS 16-1/4 MILES SOUTHWEST OF TORRINGTON, 9-1/2
 MO1016'MILES WEST AND 4 MILES NORTH OF YODER, IN THE SOUTHEAST CORNER
 MO1016'OF SECTION 12, T 23 N, R 64 W, AND ON PROPERTY OWNED BY MR.
 MO1016'MC CLUN.
 MO1016'
 MO1016'TO REACH THE STATION FROM THE POST OFFICE IN YODER, GO SOUTH
 MO1016'ON A BLACKTOP STREET FOR 0.15 MILE TO A T INTERSECTION.  TURN
 MO1016'RIGHT AND GO WEST ON A BLACKTOP ROAD FOR 0.4 MILE TO WHERE
 MO1016'THE BLACKTOP ROAD BEARS LEFT AND A GRAVEL ROAD GOES STRAIGHT
 MO1016'AHEAD.  CONTINUE STRAIGHT AHEAD AND GO WEST ON THE GRAVEL ROAD
 MO1016'FOR 4.1 MILES TO A CROSSROAD.  CONTINUE WEST ON THE GRAVEL ROAD
 MO1016'FOR 5.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 MO1016'GRADED ROAD FOR 2.0 MILES TO WHERE THE MAIN ROAD TURNS RIGHT
 MO1016'AND A CATTLE GUARD AND DIRT ROAD STRAIGHT AHEAD.  CONTINUE
 MO1016'STRAIGHT AHEAD, CROSS THE CATTLE GUARD, AND GO NORTH ON THE
 MO1016'DIRT ROAD FOR 2.0 MILES TO A CATTLE GUARD.  CROSS THE
 MO1016'CATTLE GUARD AND GO NORTH ON THE DIRT ROAD FOR 0.05 MILE TO
 MO1016'THE TOP OF A RISE AND THE STATION ON THE LEFT, 117 FEET
 MO1016'WEST OF THE CENTER OF THE ROAD.
 MO1016'
 MO1016'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 MO1016'STAMPED CANAL 1948 4326, SET IN A 6 INCH SQUARE CONCRETE POST
 MO1016'WHICH PROJECTS 4 INCHES.  IT IS 3.5 FEET WEST OF A METAL WITNESS
 MO1016'POST.
 MO1016'
 MO1016'REFERENCE MARK NO. 1, IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MO1016'DISK STAMPED CANAL R.M. 1 1948, SET IN A 6 INCH SQUARE CONCRETE
 MO1016'POST WHICH PROJECTS 4 INCHES.  IT IS 181 FEET WEST OF THE
 MO1016'CENTER OF THE ROAD AND AT THE SAME ELEVATION AS THE STATION.
 MO1016'
 MO1016'REFERENCE MARK NO. 2, IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MO1016'DISK STAMPED CANAL R.M. 2 1948, SET IN A 6 INCH SQUARE CONCRETE
 MO1016'POST WHICH PROJECTS 7 INCHES.  IT IS 124 FEET WEST OF THE
 MO1016'CENTER OF THE ROAD, ON THE NORTH SLOPE OF THE RISE, AND 3 FEET
 MO1016'LOWER IN ELEVATION THAN THE STATION.
 MO1016'
 MO1016'B.M. (USRS) (AZIMUTH MARK), A U.S. RECLAMATION SERVICE BENCH
 MO1016'MARK DISK STAMPED 4248.29, IS CEMENTED IN A DRILL HOLE IN THE
 MO1016'TOP OF A CONCRETE ABUTMENT OVER AN IRRIGATION DITCH.  IT IS
 MO1016'59 FEET NORTHEAST OF THE CENTER OF A CATTLE GUARD, 13 FEET
 MO1016'WEST OF THE EAST END OF THE ABUTMENT, AND 7 FEET NORTH OF A
 MO1016'METAL WITNESS POST.  THE CONCRETE ABUTMENT PROJECTS ABOUT 4
 MO1016'FEET ABOVE THE GROUND.
 MO1016'
 MO1016'B.M. RF 26 (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 MO1016'STAMPED RF 26 1947 4245, SET IN A 6 INCH SQUARE CONCRETE
 MO1016'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 26 FEET
 MO1016'EAST OF THE CENTER OF THE TRACK ROAD, 7 FEET NORTH OF THE
 MO1016'NORTH GATE POST OF A WIRE GATE, AND 0.5 FOOT WEST OF A FENCE.
 MO1016'
 MO1016'TO REACH B.M. (USRS) (AZIMUTH MARK) FROM THE STATION, GO NORTH
 MO1016'ON THE DIRT ROAD FOR 0.5 MILE TO A CATTLE GUARD, A DIRT ROAD,
 MO1016'AND THE AZIMUTH MARK ON THE RIGHT.
 MO1016'
 MO1016'TO REACH B.M. RF 26 (USGS) FROM THE STATION, GO NORTH ON THE
 MO1016'DIRT ROAD FOR 0.5 MILE TO A CATTLE GUARD AND A DIRT ROAD ON
 MO1016'THE RIGHT.  CONTINUE STRAIGHT AHEAD ON THE DIRT ROAD AND GO
 MO1016'NORTH ALONG THE WEST SIDE OF A FENCE FOR 0.45 MILE TO WHERE
 MO1016'THE DIRT ROAD TURNS LEFT AND A TRACK ROAD STRAIGHT AHEAD,
 MO1016'AND THE USGS BENCH MARK ON THE RIGHT.
 MO1016'
 MO1016'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MO1016
 MO1016                          STATION RECOVERY (1963)
 MO1016
 MO1016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO1016'THE STATION IS LOCATED NEAR THE SE. 1/4 OF SEC. 12, T 23 N,
 MO1016'R 64 W.
 MO1016'
 MO1016'TO REACH FROM BARNES, WYOMING, A POINT ON THE CHICAGO, BURLINGTON,
 MO1016'AND QUINCY RAILROAD, AND 4 MI. E. OF FT. LARAMIE, WYOMING, LEAVE U.S.
 MO1016'HIGHWAY 26 AT BARNES AND PROCEED S. OVER BRIDGE 5.3 MI. TO T-RD.
 MO1016'THENCE W. 1.0 MI. TO T-RD., THENCE 2.9 MI. S. TO T-RD.  THIS RD.
 MO1016'LEAVES T-RD. TO THE S., BUT LATER HEADS W., THENCE 7.2 MI. S. PAST
 MO1016'CANAL TO HIGHEST POINT OF A HILL.  STATION LIES 100 FT. W. OF RD.
 MO1016'
 MO1016'THE STATION IS 16-1/4 MI. SW. OF TORRINGTON, 9-1/2 MI. W. AND 4 MI.
 MO1016'N. OF YODER, IN THE SE. CORNER OF SEC. 12, T 23 N, R 64 W, AND ON
 MO1016'PROPERTY OWNED BY MR. MCCLUN.
 MO1016'
 MO1016'TO REACH THE STATION FROM THE POST OFFICE IN YODER, GO S. ON A
 MO1016'BLACKTOP STREET FOR 0.15 MI. TO A T-INTERSECTION.  TURN RIGHT AND GO
 MO1016'W. ON A BLACKTOP RD. FOR 0.4 MI. TO WHERE THE BLACKTOP RD. BEARS LEFT
 MO1016'AND A GRAVEL RD. GOES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD AND GO
 MO1016'W. ON THE GRAVEL RD. FOR 4.1 MI. TO A CROSSROAD.  CONTINUE W. ON THE
 MO1016'GRAVEL RD. FOR 5.0 MI. TO A CROSSROAD.  TURN RIGHT AND GO N. ON A
 MO1016'GRADED RD. FOR 2.0 MI. TO WHERE THE MAIN RD. TURNS RIGHT AND A
 MO1016'CATTLEGUARD AND DIRT RD. STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD,
 MO1016'CROSS THE CATTLEGUARD, AND GO N. ON THE DIRT RD. FOR 2.0 MI. TO A
 MO1016'CATTLEGUARD.  CROSS THE CATTLEGUARD AND GO N. ON THE DIRT RD. FOR 0.05
 MO1016'MI. TO THE TOP OF A RISE AND THE STATION ON THE LEFT, 117 FT. W. OF
 MO1016'THE CENTER OF THE RD.
 MO1016'
 MO1016'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 MO1016'---CANAL 1948 4326---, SET IN A 6 IN. SQUARE CONCRETE POST WHICH
 MO1016'PROJECTS 4 IN.  IT IS 3.5 FT. W. OF A METAL WITNESS POST.
 MO1016'
 MO1016'REFERENCE MARK NO. 1--A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MO1016'STAMPED---CANAL R.M. 1 1948---, SET IN A 6 IN. SQUARE CONCRETE POST
 MO1016'WHICH PROJECTS 4 IN.  IT IS 181 FT. W. OF THE CENTER OF THE RD. AND
 MO1016'AT THE SAME ELEVATION AS THE STATION.
 MO1016'
 MO1016'REFERENCE MARK NO. 2--A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MO1016'STAMPED---CANAL R.M. 2 1948---, SET IN A 6 IN. SQUARE CONCRETE POST
 MO1016'WHICH PROJECTS 7 IN.  IT IS 124 FT. W. OF THE CENTER OF THE RD., ON
 MO1016'THE N. SLOPE OF THE RISE, AND 3 FT. LOWER IN ELEVATION THAN THE
 MO1016'STATION.
 MO1016'
 MO1016'B.M. (USRS)(AZIMUTH MARK)--A U.S. RECLAMATION SERVICE BENCH MARK DISK
 MO1016'STAMPED---4248.29---, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A
 MO1016'CONCRETE ABUTMENT OVER AN IRRIGATION DITCH.  IT IS 59 FT. NE. OF THE
 MO1016'CENTER OF A CATTLEGUARD, 13 FT. W. OF THE E. END OF THE ABUTMENT, AND
 MO1016'7 FT. N. OF A METAL WITNESS POST.  THE CONCRETE ABUTMENT PROJECTS
 MO1016'ABOUT 4 FT. ABOVE THE GROUND.
 MO1016'
 MO1016'B.M. RF 26 (USGS)--IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 MO1016'STAMPED---RF 26 1947 4245---, SET IN A 6 IN. SQUARE CONCRETE POST
 MO1016'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 26 FT. E. OF THE CENTER
 MO1016'OF THE TRACK RD., 7 FT. N. OF THE N. GATE POST OF A WIRE GATE, AND 0.5
 MO1016'FT. W. OF A FENCE.
 MO1016'
 MO1016'TO REACH B.M. (USRS)(AZIMUTH MARK) FROM THE STATION, GO N. ON THE
 MO1016'DIRT RD. FOR 0.5 MI. TO A CATTLEGUARD, A DIRT RD., AND THE AZIMUTH
 MO1016'MARK ON THE RIGHT.
 MO1016'
 MO1016'TO REACH B.M. RF 26 (USGS) FROM THE STATION, GO N. ON THE DIRT RD. FOR
 MO1016'0.5 MI. TO A CATTLEGUARD AND A DIRT RD. ON THE RIGHT.  CONTINUE
 MO1016'STRAIGHT AHEAD ON THE DIRT RD. AND GO N. ALONG THE W. SIDE OF A FENCE
 MO1016'FOR 0.45 MI. TO WHERE THE DIRT RD. TURNS LEFT AND A TRACK RD. STRAIGHT
 MO1016'AHEAD, AND THE USGS BENCH MARK ON THE RIGHT.
 MO1016'
 MO1016'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0314 ***********************************************************************
 NS0314  DESIGNATION -  CANAL
 NS0314  PID         -  NS0314
 NS0314  STATE/COUNTY-  WY/FREMONT
 NS0314  USGS QUAD   -  ARAPAHOE (1978)
 NS0314
 NS0314                         *CURRENT SURVEY CONTROL
 NS0314  ___________________________________________________________________
 NS0314* NAD 83(1993)-  42 58 46.22340(N)    108 29 56.18216(W)     ADJUSTED  
 NS0314* NAVD 88     -      1550.3    (meters)    5086.     (feet)  VERTCON   
 NS0314  ___________________________________________________________________
 NS0314  LAPLACE CORR-          -8.44  (seconds)                    DEFLEC99
 NS0314  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NS0314
 NS0314  HORZ ORDER  -  THIRD
 NS0314
 NS0314.The horizontal coordinates were established by classical geodetic methods
 NS0314.and adjusted by the National Geodetic Survey in January 1997..
 NS0314
 NS0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0314
 NS0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0314
 NS0314.The geoid height was determined by GEOID03.
 NS0314
 NS0314;                    North         East     Units Scale Factor Converg.
 NS0314;SPC WYWC     -   275,407.831   620,477.244   MT  0.99994266   +0 10 16.2
 NS0314;UTM  12      - 4,761,574.408   703,929.728   MT  1.00011164   +1 42 20.3
 NS0314
 NS0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0314!SPC WYWC     -   0.99975906  x   0.99994266  =   0.99970174
 NS0314!UTM  12      -   0.99975906  x   1.00011164  =   0.99987068
 NS0314
 NS0314:                Primary Azimuth Mark                     Grid Az
 NS0314:SPC WYWC     -  HUDSON                                   192 11 27.9
 NS0314:UTM  12      -  HUDSON                                   190 39 23.8
 NS0314
 NS0314|---------------------------------------------------------------------|
 NS0314| PID    Reference Object                     Distance      Geod. Az  |
 NS0314|                                                           dddmmss.s |
 NS0314| NS0236 HUDSON                              APPROX. 8.2 KM 1922144.1 |
 NS0314|---------------------------------------------------------------------|
 NS0314
 NS0314                          SUPERSEDED SURVEY CONTROL
 NS0314
 NS0314  NAD 83(1986)-  42 58 46.20807(N)    108 29 56.19072(W) AD(       ) 3
 NS0314  NGVD 29 (11/06/89) 1549.3    (m)         5083.     (f) VERT ANG       
 NS0314
 NS0314.Superseded values are not recommended for survey control.
 NS0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0314.See file dsdata.txt to determine how the superseded data were derived.
 NS0314
 NS0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0393061574(NAD 83)
 NS0314_MARKER: DS = TRIANGULATION STATION DISK
 NS0314_SETTING: 0 = UNSPECIFIED SETTING
 NS0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0314
 NS0314  HISTORY     - Date     Condition        Report By
 NS0314  HISTORY     - 1950     MONUMENTED       USGS
 NS0314
 NS0314                          STATION DESCRIPTION
 NS0314
 NS0314'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0314'STATION IS LOCATED APPROXIMATELY 5 AIRLINE MI. NE. OF HUDSON, WYOMING,
 NS0314'AND 1 MI. NNE. OF ARAPAHOE INDIAN AGENCY, W.R.I.R., IN NW. 1/4
 NS0314'SEC. 14, T 1 S, R 3 E.
 NS0314'
 NS0314'TO REACH STATION FROM WORLD WAR II MEMORIAL MONUMENT NEAR THE CENTER
 NS0314'OF HUDSON, WYOMING, TAKE WYOMING STATE HIGHWAY 320 TOWARD RIVERTON
 NS0314'FOR 6.9 MI.  TURN LEFT (W.) ON RD. TO ARAPAHOE INDIAN AGENCY, CONTINUE
 NS0314'FOR 0.8 MI. TO Y-INTERSECTION JUST AFTER CROSSING RAILROAD TRACKS,
 NS0314'TAKE RIGHT FORK OF RD. FOR 0.1 MI., THENCE TAKE LEFT FORK OF
 NS0314'Y-INTERSECTION WHICH PASSES TO RIGHT (N.) OF SCHOOL HOUSE, FOR 0.5 MI.
 NS0314'HERE TAKE RIGHT (N.) FORK OF T-INTERSECTION FOR 0.9 MI.  STATION IS
 NS0314'LOCATED 10 FT. E. OF FENCE AND ACROSS THE RD. (E.) FROM A WHITE FARM
 NS0314'HOUSE.
 NS0314'
 NS0314'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 2 IN.
 NS0314'ABOVE THE GROUND, STAMPED---WR-CANAL 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0344 ***********************************************************************
 PX0344  DESIGNATION -  CANDY
 PX0344  PID         -  PX0344
 PX0344  STATE/COUNTY-  WY/BIG HORN
 PX0344  USGS QUAD   -  SCHUSTER FLATS NW (1976)
 PX0344
 PX0344                         *CURRENT SURVEY CONTROL
 PX0344  ___________________________________________________________________
 PX0344* NAD 83(1993)-  44 12 57.69830(N)    108 14 33.53776(W)     ADJUSTED  
 PX0344* NAVD 88     -      1572.8    (meters)    5160.     (feet)  VERTCON   
 PX0344  ___________________________________________________________________
 PX0344  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 PX0344  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 PX0344
 PX0344  HORZ ORDER  -  FIRST
 PX0344
 PX0344.The horizontal coordinates were established by classical geodetic methods
 PX0344.and adjusted by the National Geodetic Survey in January 1997..
 PX0344
 PX0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0344
 PX0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0344
 PX0344.The geoid height was determined by GEOID03.
 PX0344
 PX0344;                    North         East     Units Scale Factor Converg.
 PX0344;SPC WYEC     -   513,153.674   327,336.823   MT  1.00000241   -0 38 03.0
 PX0344;UTM  12      - 4,899,564.575   720,266.886   MT  1.00019673   +1 55 25.1
 PX0344
 PX0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0344!SPC WYEC     -   0.99975555  x   1.00000241  =   0.99975796
 PX0344!UTM  12      -   0.99975555  x   1.00019673  =   0.99995223
 PX0344
 PX0344:                Primary Azimuth Mark                     Grid Az
 PX0344:SPC WYEC     -  CANDY AZ MK                              047 01 10.2
 PX0344:UTM  12      -  CANDY AZ MK                              044 27 42.1
 PX0344
 PX0344|---------------------------------------------------------------------|
 PX0344| PID    Reference Object                     Distance      Geod. Az  |
 PX0344|                                                           dddmmss.s |
 PX0344| CQ5237 CANDY AZ MK                                        0462307.2 |
 PX0344| CQ5239 CANDY RM 2                            8.753 METERS 12333     |
 PX0344| OV0424 WRL MUN AIRPORT BEACON              APPROX.35.2 KM 1393504.9 |
 PX0344| PX0343 NO WHERE                              2.940 METERS 32139     |
 PX0344| CQ5238 CANDY RM 1                            7.818 METERS 35832     |
 PX0344|---------------------------------------------------------------------|
 PX0344
 PX0344                          SUPERSEDED SURVEY CONTROL
 PX0344
 PX0344  NAD 83(1986)-  44 12 57.68940(N)    108 14 33.53581(W) AD(       ) 1
 PX0344  NAD 27      -  44 12 57.84790(N)    108 14 31.15660(W) AD(       ) 1
 PX0344  NGVD 29 (07/19/86) 1571.9    (m)         5157.     (f) VERT ANG       
 PX0344
 PX0344.Superseded values are not recommended for survey control.
 PX0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0344.See file dsdata.txt to determine how the superseded data were derived.
 PX0344
 PX0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2026799565(NAD 83)
 PX0344_MARKER: DS = TRIANGULATION STATION DISK
 PX0344_SETTING: 0 = UNSPECIFIED SETTING
 PX0344
 PX0344  HISTORY     - Date     Condition        Report By
 PX0344  HISTORY     - 1957     MONUMENTED       CGS
 PX0344
 PX0344                          STATION DESCRIPTION
 PX0344
 PX0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0344'STATION IS ABOUT 13-1/2 MILES WEST AND 3-1/2 MILES SOUTH
 PX0344'OF MANDERSON, ABOUT 5-1/2 MILES SOUTH OF ELK CREEK AND 3 MILES
 PX0344'SOUTH OF THE HEAD OF FIVE MILE CREEK.  IT IS ON THE SUMMIT
 PX0344'OF A PROMINENT HILL THAT IS THE HIGHEST POINT OF THE BADLANDS
 PX0344'LYING TO THE WEST OF MANDERSON AND TO THE SOUTH OF OTTO.
 PX0344'THE HILL APPEARS AS A SHARP PONT WHEN VIEWED FROM THE NORTH
 PX0344'AND AS A SUGARLOAF-LIKE BUTTE WHEN VIEWED FROM THE EAST.
 PX0344'
 PX0344'THE ROADS LEADING TO THE STATION WERE VERY BADLY CUT BY RAIN
 PX0344'WASHES AND MANY DEEP GULLEYS HAD TO BE PARTIALLY FILLED
 PX0344'BEFORE A CROSSING ROAD COULD BE MADE WITH A JEEP.  IT WILL
 PX0344'BE NECESSARY TO USE A 4-WHEEL-DRIVE VEHICLE TO REACH THE
 PX0344'STATION.  THE DRIVE FROM THE TOWN OF BASIN REQUIRES ABOUT 3
 PX0344'HOURS.
 PX0344'
 PX0344'TO REACH FROM THE POST OFFICE IN BASIN, GO SOUTH ON U.S. HIGHWAY
 PX0344'20, TOWARD MANDERSON AND WORLAND, FOR 7.0 MILES TO A CROSSROAD
 PX0344'AND GATES ON BOTH SIDES OF THE ROAD.  TURN RIGHT, THROUGH
 PX0344'GATE, AND FOLLOW GRAVEL ROAD WEST FOR 0.1 MILE TO A FORK.
 PX0344'TAKE THE LEFT FORK AND CONTINUE SOUTHERLY ON THE MAIN ROAD FOR
 PX0344'3.8 MILES TO A FORK AND SMALL SIGN, HUSKY.  TAKE THE RIGHT
 PX0344'FORK AND CONTINUE WESTERLY FOR 1.4 MILES TO A SIDE ROAD LEFT.
 PX0344'TURN LEFT AND CONTINUE WESTERLY ON MAIN ROAD FOR 5.5 MILES
 PX0344'TO A 5-ROAD INTERSECTION (IRON PIPE STOB IN THE SOUTHWEST
 PX0344'ANGLE).  TAKE THE EXTREME LEFT FORK AND CONTINUE SOUTH FOR
 PX0344'1.0 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTH
 PX0344'FOR 0.4 MILE TO A REVERSE FORK ON THE LEFT.  CONTINUE
 PX0344'STRAIGHT AHEAD, SOUTHERLY, FOR 0.1 MILE TO JEEP TRACKS ON
 PX0344'THE RIGHT, DETOURING THE DEEP GULLEY AHEAD.  TURN RIGHT
 PX0344'AND FOLLOW THE JEEP TRACKS WESTERLY ACROSS THE GULLEY, THENCE
 PX0344'LEFT ON THE ROAD LEADING DOWN THE FIVE MILE CREEK BOTTON AND
 PX0344'CONTINUE SOUTHERLY FOR 0.5 MILE TO A REVERSE FORK ON THE
 PX0344'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO A DEEP GULLEY.
 PX0344'CROSS THE GULLEY AND CONTINUE SOUTH ON THE MAIN ROAD
 PX0344'FOR 1.9 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT
 PX0344'AHEAD, SOUTH, ON THE MAIN ROAD FOR 0.6 MILE TO A ROAD RIGHT,
 PX0344'AT THE POINT WHERE THE MAIN ROAD EMERGES FROM THE SMALL
 PX0344'HILLS.  TURN RIGHT, WEST, AND CONTINUE ON DIM, BLADED TRAIL
 PX0344'ROAD FOR 0.6 MILE TO A WIRE GATE.  PASS THROUGH GATE,
 PX0344'CROSSING A DEEP GULLEY AND CONTINUE NORTHWEST FOR 0.75 MILE
 PX0344'TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, NORTH, FOR 1.3
 PX0344'MILES TO A FORK AT THE WEST END OF A RESERVOIR.  TAKE THE
 PX0344'RIGHT FORK AND CONTINUE NORTHWESTERLY FOR 0.2 MILE TO A
 PX0344'POINT WHERE THE DEEP GULLEY CAN BE CROSSED.  BEAR LEFT,
 PX0344'CROSSING GULLEY, THENCE SHARP LEFT DOWN THE WEST SIDE OF
 PX0344'THE GULLEY FOR 0.2 MILE TO THE ROAD LEADING LEFT FROM THE
 PX0344'FORK AT RESERVOIR.  TURN RIGHT AND CONTINUE SOUTHERLY
 PX0344'AND WESTERLY FOR 0.7 MILE TO THE SUMMIT OF THE DIVIDE.  CONTINUE
 PX0344'NORTHWESTERLY FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND
 PX0344'CONTINUE NORTHWEST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 PX0344'LEFT AT THE END OF THE ROAD AND END OF TRUCK TRAVEL.  PACK
 PX0344'SOUTHERLY UP DRAWS AND STEEP SUMMIT TO THE HIGHEST POINT
 PX0344'AND STATION.
 PX0344'
 PX0344'STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A 4-INCH
 PX0344'IRON PIPE WHICH PROJECTS 5 INCHES AND IS STAMPED CANDY 1957.
 PX0344'NO UNDERGROUND MARK OR WHITE WITNESS POST WAS SET.
 PX0344'
 PX0344'REFERENCE MARK 1 IS A STANDARD DISK WELDED TO THE TOP OF A 4-INCH
 PX0344'IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS STAMPED CANDY
 PX0344'NO 1 1957.
 PX0344'
 PX0344'REFERENCE MARK 2 IS A STANDARD DISK WELDED TO THE TOP OF A
 PX0344'4-INCH IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS STAMPED
 PX0344'CANDY NO 2 1957.
 PX0344'
 PX0344'AZIMUTH MARK IS A STANDARD REFERENCE MARK WELDED TO THE TOP
 PX0344'OF A 4-INCH IRON PIPE WHICH PROJECTS 14 INCHES.  IT IS STAMPED
 PX0344'CANDY AZIMUTH 1957.
 PX0344'
 PX0344'PIPE MARK IS A 1 INCH GALVANIZED PIPE WHICH PROJECTS 6 INCHES.
 PX0344'THE ATTACHED METAL TAG IS STAMPED NO WHERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0450 ***********************************************************************
 PX0450  DESIGNATION -  CANFIELD
 PX0450  PID         -  PX0450
 PX0450  STATE/COUNTY-  WY/PARK
 PX0450  USGS QUAD   -  EAGLE CREEK (1991)
 PX0450
 PX0450                         *CURRENT SURVEY CONTROL
 PX0450  ___________________________________________________________________
 PX0450* NAD 83(1993)-  44 27 41.80357(N)    109 59 52.73880(W)     ADJUSTED  
 PX0450* NAVD 88     -      3188.8    (meters)   10462.     (feet)  VERTCON   
 PX0450  ___________________________________________________________________
 PX0450  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 PX0450  GEOID HEIGHT-          -7.62  (meters)                     GEOID03
 PX0450
 PX0450  HORZ ORDER  -  THIRD
 PX0450
 PX0450.The horizontal coordinates were established by classical geodetic methods
 PX0450.and adjusted by the National Geodetic Survey in January 1997..
 PX0450
 PX0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0450
 PX0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0450
 PX0450.The geoid height was determined by GEOID03.
 PX0450
 PX0450;                    North         East     Units Scale Factor Converg.
 PX0450;SPC WYWC     -   440,796.572   500,689.404   MT  1.00005875   -0 52 27.1
 PX0450;UTM  12      - 4,923,633.391   579,710.430   MT  0.99967814   +0 42 06.8
 PX0450
 PX0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0450!SPC WYWC     -   0.99950145  x   1.00005875  =   0.99956017
 PX0450!UTM  12      -   0.99950145  x   0.99967814  =   0.99917975
 PX0450
 PX0450:                Primary Azimuth Mark                     Grid Az
 PX0450:SPC WYWC     -  CROW                                     039 34 52.8
 PX0450:UTM  12      -  CROW                                     038 00 18.9
 PX0450
 PX0450|---------------------------------------------------------------------|
 PX0450| PID    Reference Object                     Distance      Geod. Az  |
 PX0450|                                                           dddmmss.s |
 PX0450| PX0463 CROW                                APPROX. 7.5 KM 0384225.7 |
 PX0450|---------------------------------------------------------------------|
 PX0450
 PX0450                          SUPERSEDED SURVEY CONTROL
 PX0450
 PX0450  NAD 83(1993)-  44 27 41.79677(N)    109 59 52.73165(W) AD(       ) 3
 PX0450  NAD 83(1986)-  44 27 41.79223(N)    109 59 52.72500(W) AD(       ) 3
 PX0450  NAD 27      -  44 27 41.99012(N)    109 59 50.04978(W) AD(       ) 3
 PX0450  NGVD 29 (07/19/86) 3187.4    (m)        10457.     (f) VERT ANG       
 PX0450
 PX0450.Superseded values are not recommended for survey control.
 PX0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0450.See file dsdata.txt to determine how the superseded data were derived.
 PX0450
 PX0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ7971023633(NAD 83)
 PX0450
 PX0450  HISTORY     - Date     Condition        Report By
 PX0450  HISTORY     - 1953     MONUMENTED       USGS
 PX0450  HISTORY     - 1970     GOOD             USGS
 PX0450
 PX0450                          STATION DESCRIPTION
 PX0450
 PX0450'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (IGT)
 PX0450'THE STATION IS LOCATED 2.50 MI. (AIRLINE) SW. OF PAHASKA TEEPEE,
 PX0450'WYOMING.
 PX0450'
 PX0450'TO REACH FROM THE LODGE AT PAHASKA, GO WESTERLY ALONG THE HIGHWAY
 PX0450'UNTIL ABOUT 1.0 MI. W. OF THE ENTRANCE OF YELLOWSTONE PARK, AT A
 PX0450'DRAIN JUNCTION, THENCE WALK SOUTHEASTERLY UP A BROAD RIDGE, KEEPING
 PX0450'TO THE W. SIDE OF MAIN DRAINAGE, TO THE TOP OF AN E-W. RIDGE, ABOUT
 PX0450'A 5 HOUR CLIMB.
 PX0450'
 PX0450'RECOVERED.
 PX0450'
 PX0450'STATION MARK--STANDARD ALUMINUM TABLET, CEMENTED IN BEDROCK,
 PX0450'STAMPED ---CANFIELD 1953---.
 PX0450'
 PX0450'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0496 ***********************************************************************
 PV0496  DESIGNATION -  CANFIELD
 PV0496  PID         -  PV0496
 PV0496  STATE/COUNTY-  WY/CROOK
 PV0496  USGS QUAD   -  PFEIFFER HILL (1984)
 PV0496
 PV0496                         *CURRENT SURVEY CONTROL
 PV0496  ___________________________________________________________________
 PV0496* NAD 83(1993)-  44 16 09.95680(N)    104 27 40.76175(W)     ADJUSTED  
 PV0496* NAVD 88     -      1485.4    (meters)    4873.     (feet)  VERTCON   
 PV0496  ___________________________________________________________________
 PV0496  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 PV0496  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 PV0496
 PV0496  HORZ ORDER  -  THIRD
 PV0496
 PV0496.The horizontal coordinates were established by classical geodetic methods
 PV0496.and adjusted by the National Geodetic Survey in January 1997..
 PV0496
 PV0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0496
 PV0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0496
 PV0496.The geoid height was determined by GEOID03.
 PV0496
 PV0496;                    North         East     Units Scale Factor Converg.
 PV0496;SPC WY E     -   418,927.360   256,312.832   MT  0.99997649   +0 29 32.5
 PV0496;UTM  13      - 4,901,939.891   542,992.069   MT  0.99962273   +0 22 33.7
 PV0496
 PV0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0496!SPC WY E     -   0.99976928  x   0.99997649  =   0.99974577
 PV0496!UTM  13      -   0.99976928  x   0.99962273  =   0.99939210
 PV0496
 PV0496:                Primary Azimuth Mark                     Grid Az
 PV0496:SPC WY E     -  HEWES                                    003 02 35.0
 PV0496:UTM  13      -  HEWES                                    003 09 33.8
 PV0496
 PV0496|---------------------------------------------------------------------|
 PV0496| PID    Reference Object                     Distance      Geod. Az  |
 PV0496|                                                           dddmmss.s |
 PV0496| PV0495 HEWES                               APPROX. 9.3 KM 0033207.5 |
 PV0496|---------------------------------------------------------------------|
 PV0496
 PV0496                          SUPERSEDED SURVEY CONTROL
 PV0496
 PV0496  NAD 83(1986)-  44 16 09.95291(N)    104 27 40.74782(W) AD(       ) 3
 PV0496  NAD 27      -  44 16 10.01630(N)    104 27 38.91893(W) AD(       ) 3
 PV0496  NGVD 29 (07/19/86) 1484.8    (m)         4871.     (f) VERT ANG       
 PV0496
 PV0496.Superseded values are not recommended for survey control.
 PV0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0496.See file dsdata.txt to determine how the superseded data were derived.
 PV0496
 PV0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK4299201940(NAD 83)
 PV0496_MARKER: X = CHISELED CROSS
 PV0496_SETTING: 80 = SET IN A BOULDER
 PV0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0496+STABILITY: SURFACE MOTION
 PV0496
 PV0496  HISTORY     - Date     Condition        Report By
 PV0496  HISTORY     - 1957     MONUMENTED       USGS
 PV0496
 PV0496                          STATION DESCRIPTION
 PV0496
 PV0496'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0496'STATION IS LOCATED IN CROOK COUNTY, WYOMING, ON THE W. EDGE OF A FLAT
 PV0496'CLEAR HILL, WITH SCATTERED TREES ON THE S. OF THE HILL.  IT IS LOCATED
 PV0496'APPROXIMATELY THE E. EDGE OF SEC. 31, T 50 N, R 63 W, ABOUT 9.0 MI. S.
 PV0496'AND 4.0 MI. W. OF SUNDANCE.
 PV0496'
 PV0496'STATION MARK--A CHISELED CROSS ON A BOULDER FLAT WITH THE GROUND.
 PV0496'
 PV0496'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0448 ***********************************************************************
 NR0448  DESIGNATION -  CANOE
 NR0448  PID         -  NR0448
 NR0448  STATE/COUNTY-  WY/CARBON
 NR0448  USGS QUAD   -  YOUNGS PASS (1981)
 NR0448
 NR0448                         *CURRENT SURVEY CONTROL
 NR0448  ___________________________________________________________________
 NR0448* NAD 83(1993)-  42 17 16.17908(N)    107 21 37.11274(W)     ADJUSTED  
 NR0448* NAVD 88     -      2922.8    (meters)    9589.     (feet)  VERTCON   
 NR0448  ___________________________________________________________________
 NR0448  LAPLACE CORR-           7.29  (seconds)                    DEFLEC99
 NR0448  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 NR0448
 NR0448  HORZ ORDER  -  THIRD
 NR0448
 NR0448.The horizontal coordinates were established by classical geodetic methods
 NR0448.and adjusted by the National Geodetic Survey in January 1997..
 NR0448
 NR0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0448
 NR0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0448
 NR0448.The geoid height was determined by GEOID03.
 NR0448
 NR0448;                    North         East     Units Scale Factor Converg.
 NR0448;SPC WYEC     -   298,546.823   397,775.277   MT  0.99993756   -0 01 05.3
 NR0448;UTM  13      - 4,684,431.953   305,402.888   MT  1.00006595   -1 35 19.1
 NR0448
 NR0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0448!SPC WYEC     -   0.99954384  x   0.99993756  =   0.99948143
 NR0448!UTM  13      -   0.99954384  x   1.00006595  =   0.99960976
 NR0448
 NR0448:                Primary Azimuth Mark                     Grid Az
 NR0448:SPC WYEC     -  FORK                                     317 56 11.1
 NR0448:UTM  13      -  FORK                                     319 30 24.9
 NR0448
 NR0448|---------------------------------------------------------------------|
 NR0448| PID    Reference Object                     Distance      Geod. Az  |
 NR0448|                                                           dddmmss.s |
 NR0448| NR0449 FORK                                APPROX. 7.6 KM 3175505.8 |
 NR0448|---------------------------------------------------------------------|
 NR0448
 NR0448                          SUPERSEDED SURVEY CONTROL
 NR0448
 NR0448  NAD 83(1986)-  42 17 16.16540(N)    107 21 37.10656(W) AD(       ) 3
 NR0448  NAD 27      -  42 17 16.31373(N)    107 21 34.87946(W) AD(       ) 3
 NR0448  NGVD 29 (07/19/86) 2921.6    (m)         9585.     (f) VERT ANG       
 NR0448
 NR0448.Superseded values are not recommended for survey control.
 NR0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0448.See file dsdata.txt to determine how the superseded data were derived.
 NR0448
 NR0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG0540384432(NAD 83)
 NR0448
 NR0448  HISTORY     - Date     Condition        Report By
 NR0448  HISTORY     - 1948     MONUMENTED       USGS
 NR0448  HISTORY     - 1951     GOOD             USGS
 NR0448
 NR0448                          STATION DESCRIPTION
 NR0448
 NR0448'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (CEL)
 NR0448'STATION IS LOCATED ABOUT 8 MI. SE. OF THREE FORKS, 10 MI. NE. OF
 NR0448'LAMONT, ON THE W. END OF FERRIS MOUNTAIN.
 NR0448'
 NR0448'TO REACH FROM THREE FORKS, GO NE. ON STATE HIGHWAY 220 4.8 MI. TO
 NR0448'GATE ON RIGHT.  TAKE RD. TO RIGHT THRU GATE S. 1.8 MI. TO FORK.  TAKE
 NR0448'RIGHT FORK 0.4 MI. TO CROSSROADS, CONTINUE 0.2 MI. TO CROSSROADS, THEN
 NR0448'4.2 MI. WHERE RD. ENTERS GULLY.  TURN RIGHT AND GO W. CROSS COUNTRY
 NR0448'0.1 MI. TO END OF TRUCK TRAVEL.  CONTINUE ON FOOT W. 0.3 MI. TO NEXT
 NR0448'GULLY.  GO THRU FENCE TO OPEN AREA.  HEAD FOR LEFT SIDE OF WHITE CHALK
 NR0448'CLIFF HIGH UP ON MOUNTAIN SIDE (S.) BY GOING TO TOP OF FIRST RIDGE
 NR0448'(HEAVILY WOODED ON SLOPE) FOLLOWING TOP OF RIDGE TO NEAR BASE OF
 NR0448'CLIFF.  TURN LEFT AND GO AROUND E. SIDE OF CLIFF.  AFTER GOING
 NR0448'AROUND CLIFF, CONTINUE S. TO HIGHEST POINT AND STATION.  WALKING
 NR0448'TIME ABOUT 2 HRS.
 NR0448'
 NR0448'RECOVERED.
 NR0448'
 NR0448'STATION MARK--STANDARD TABLET SET IN ROCK, STAMPED ---CANOE 1948---.
 NR0448'
 NR0448'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---CANOE
 NR0448'NO. 1 1948---, SET IN ROCK, 15.66 FT. FROM STATION, N 19 DEG 40 MIN E.
 NR0448'
 NR0448'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---CANOE
 NR0448'NO. 2 1948---, SET IN ROCK, 36.66 FT. FROM STATION, S 86 DEG 20 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1147 ***********************************************************************
 MO1147  DESIGNATION -  CANSEE
 MO1147  PID         -  MO1147
 MO1147  STATE/COUNTY-  WY/PLATTE
 MO1147  USGS QUAD   -  KLUTZ CANYON (1990)
 MO1147
 MO1147                         *CURRENT SURVEY CONTROL
 MO1147  ___________________________________________________________________
 MO1147* NAD 83(1993)-  41 49 44.78485(N)    104 40 53.14812(W)     ADJUSTED  
 MO1147* NAVD 88     -      1630.     (meters)    5348.     (feet)  SCALED    
 MO1147  ___________________________________________________________________
 MO1147  LAPLACE CORR-         -10.99  (seconds)                    DEFLEC99
 MO1147  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 MO1147
 MO1147  HORZ ORDER  -  SECOND
 MO1147
 MO1147.The horizontal coordinates were established by classical geodetic methods
 MO1147.and adjusted by the National Geodetic Survey in January 1997..
 MO1147
 MO1147.The orthometric height was scaled from a topographic map.
 MO1147
 MO1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1147
 MO1147.The geoid height was determined by GEOID03.
 MO1147
 MO1147;                    North         East     Units Scale Factor Converg.
 MO1147;SPC WY E     -   147,711.359   240,307.146   MT  0.99995748   +0 19 25.0
 MO1147;UTM  13      - 4,630,851.490   526,453.696   MT  0.99960861   +0 12 44.9
 MO1147
 MO1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1147!SPC WY E     -   0.99974690  x   0.99995748  =   0.99970439
 MO1147!UTM  13      -   0.99974690  x   0.99960861  =   0.99935561
 MO1147
 MO1147:                Primary Azimuth Mark                     Grid Az
 MO1147:SPC WY E     -  CANSEE AZ MK                             098 27 50.7
 MO1147:UTM  13      -  CANSEE AZ MK                             098 34 30.8
 MO1147
 MO1147|---------------------------------------------------------------------|
 MO1147| PID    Reference Object                     Distance      Geod. Az  |
 MO1147|                                                           dddmmss.s |
 MO1147| CP8947 CANSEE AZ MK                                       0984715.7 |
 MO1147| CP8948 CANSEE RM 1                          14.645 METERS 22415     |
 MO1147| CP8949 CANSEE RM 2                          15.753 METERS 32456     |
 MO1147|---------------------------------------------------------------------|
 MO1147
 MO1147                          SUPERSEDED SURVEY CONTROL
 MO1147
 MO1147  NAD 83(1986)-  41 49 44.76773(N)    104 40 53.14707(W) AD(       ) 2
 MO1147  NAD 27      -  41 49 44.87350(N)    104 40 51.27260(W) AD(       ) 2
 MO1147
 MO1147.Superseded values are not recommended for survey control.
 MO1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1147.See file dsdata.txt to determine how the superseded data were derived.
 MO1147
 MO1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2645430851(NAD 83)
 MO1147_MARKER: DB = BENCH MARK DISK
 MO1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1147
 MO1147  HISTORY     - Date     Condition        Report By
 MO1147  HISTORY     - 1963     MONUMENTED       USGS
 MO1147
 MO1147                          STATION DESCRIPTION
 MO1147
 MO1147'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (RLS)
 MO1147'THE STATION IS 7-1/4 MILES EAST AND 5 MILES NORTH OF CHUGWATER,
 MO1147'IN THE SOUTHWEST QUARTER OF SECTION 32, T 21 N, R 65 W, AND IN
 MO1147'PASTURE LAND OWNED BY MR. HERB HAVELY.
 MO1147'
 MO1147'TO REACH THE STATION FROM THE POST OFFICE IN CHUGWATER, GO SOUTH
 MO1147'ON U.S. HIGHWAY 87 FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT
 MO1147'AND GO EAST ON A BLACKTOP ROAD, WYOMING SECONDARY 1602, FOR
 MO1147'9.25 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVEL
 MO1147'ROAD FOR 5.0 MILES TO WHERE THE ROAD CURVES TO THE WEST.
 MO1147'CONTINUE WEST ON THE GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD
 MO1147'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR
 MO1147'1.0 MILE TO A GATE ON THE LEFT, AND THE AZIMUTH MARK 12 FEET
 MO1147'NORTH OF THE NORTH END OF THE GATE.  TURN LEFT, PASS THROUGH
 MO1147'THE GATE AND GO WEST ALONG THE SOUTH SIDE OF A FENCE FOR 0.4
 MO1147'MILE TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE
 MO1147'GATE AND GO NORTHERLY ACROSS PASTURE FOR 0.1 MILE TO THE
 MO1147'HIGHEST POINT ON THE HILL AND THE STATION.
 MO1147'
 MO1147'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MO1147'STAMPED CANSEE 1947, SET IN A SQUARE CONCRETE POST WHICH
 MO1147'PROJECTS 1 INCH.
 MO1147'
 MO1147'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MO1147'DISK STAMPED CANSEE NO 1 1947, IS SET IN A SQUARE CONCRETE
 MO1147'POST WHICH PROJECTS 4 INCHES.
 MO1147'
 MO1147'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MO1147'DISK STAMPED CANSEE NO 2 1947, IS SET IN A SQUARE CONCRETE
 MO1147'POST WHICH PROJECTS 5 INCHES.
 MO1147'
 MO1147'AZIMUTH MARK, A STANDARD DISK STAMPED CANSEE USGS 1963, IS
 MO1147'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 MO1147'32 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 15.5 FEET SOUTH
 MO1147'OF A T-FENCE CORNER POST, 2.5 FEET NORTH OF A METAL WITNESS POST,
 MO1147'AND 1 FOOT WEST OF A FENCE.
 MO1147'
 MO1147'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 MO1147'
 MO1147'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0476 ***********************************************************************
 NR0476  DESIGNATION -  CANYON
 NR0476  PID         -  NR0476
 NR0476  STATE/COUNTY-  WY/FREMONT
 NR0476  USGS QUAD   -  LOVE RANCH (1984)
 NR0476
 NR0476                         *CURRENT SURVEY CONTROL
 NR0476  ___________________________________________________________________
 NR0476* NAD 83(1993)-  42 55 53.30636(N)    107 37 37.06782(W)     ADJUSTED  
 NR0476* NAVD 88     -      1888.4    (meters)    6196.     (feet)  VERTCON   
 NR0476  ___________________________________________________________________
 NR0476  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 NR0476  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NR0476
 NR0476  HORZ ORDER  -  THIRD
 NR0476
 NR0476.The horizontal coordinates were established by classical geodetic methods
 NR0476.and adjusted by the National Geodetic Survey in January 1997..
 NR0476
 NR0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0476
 NR0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0476
 NR0476.The geoid height was determined by GEOID03.
 NR0476
 NR0476;                    North         East     Units Scale Factor Converg.
 NR0476;SPC WYWC     -   270,653.517   691,669.904   MT  1.00004084   +0 45 53.9
 NR0476;UTM  13      - 4,756,553.528   285,637.219   MT  1.00016534   -1 47 23.9
 NR0476
 NR0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0476!SPC WYWC     -   0.99970604  x   1.00004084  =   0.99974686
 NR0476!UTM  13      -   0.99970604  x   1.00016534  =   0.99987133
 NR0476
 NR0476:                Primary Azimuth Mark                     Grid Az
 NR0476:SPC WYWC     -  YELLOW                                   161 26 20.1
 NR0476:UTM  13      -  YELLOW                                   163 59 37.9
 NR0476
 NR0476|---------------------------------------------------------------------|
 NR0476| PID    Reference Object                     Distance      Geod. Az  |
 NR0476|                                                           dddmmss.s |
 NR0476| NR0467 YELLOW                              APPROX. 9.4 KM 1621214.0 |
 NR0476|---------------------------------------------------------------------|
 NR0476
 NR0476                          SUPERSEDED SURVEY CONTROL
 NR0476
 NR0476  NAD 83(1986)-  42 55 53.29750(N)    107 37 37.07113(W) AD(       ) 3
 NR0476  NAD 27      -  42 55 53.45524(N)    107 37 34.81447(W) AD(       ) 3
 NR0476  NGVD 29 (07/19/86) 1887.4    (m)         6192.     (f) VERT ANG       
 NR0476
 NR0476.Superseded values are not recommended for survey control.
 NR0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0476.See file dsdata.txt to determine how the superseded data were derived.
 NR0476
 NR0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH8563756554(NAD 83)
 NR0476_MARKER: DD = SURVEY DISK
 NR0476_SETTING: 0 = UNSPECIFIED SETTING
 NR0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0476
 NR0476  HISTORY     - Date     Condition        Report By
 NR0476  HISTORY     - 1950     MONUMENTED       USGS
 NR0476
 NR0476                          STATION DESCRIPTION
 NR0476
 NR0476'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0476'STATION IS LOCATED ABOUT 15 MI. S. AND 5 MI. E. OF MONETA, WYOMING,
 NR0476'ON LOW RIDGE IN MIDST OF SHARPLY ERODED GULLEYS.
 NR0476'
 NR0476'TO REACH FROM MONETA, PROCEED EASTERLY ALONG U.S. HIGHWAY 26 FOR 0.5
 NR0476'MI. TO GRADED RD. RIGHT, THENCE RIGHT CROSSING POISON CREEK FOR 1.2
 NR0476'MI. TO FORKS, THENCE RIGHT 15.3 MI. ALONG GRADED RD. TO DIM TRAIL RD.
 NR0476'E., THENCE LEFT 0.8 MI. TO RESERVOIR, THENCE RIGHT ALONG TRAIL RD.
 NR0476'0.9 MI. TO CROSSROAD, CONTINUE AHEAD IN AN EASTERLY DIRECTION
 NR0476'CROSSING SEVERAL BLADED TRAILS 1.4 MI. TO WIRE CORRAL, THENCE PASS
 NR0476'TO RIGHT OF CORRAL 1.6 MI. TO CROSSROADS, THENCE RIGHT 0.4 MI. TO
 NR0476'STATION ON SMALL RIDGE ABOUT 90 FT. W. OF RD.
 NR0476'
 NR0476'STATION MARK--STANDARD TABLET SET IN A SMALL SANDSTONE OUTCROP
 NR0476'PROJECTING ABOUT 15 IN. ABOVE THE GROUND, AND STAMPED ---CANYON
 NR0476'1950 VABM 6192---.
 NR0476'
 NR0476'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET SET IN A SANDSTONE
 NR0476'OUTCROP, AND STAMPED ---CANYON NO. 1 1950---, DISTANT 31.89 FT.,
 NR0476'S 55 DEG 23 MIN E, FROM STATION.
 NR0476'
 NR0476'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET SET IN A CONCRETE
 NR0476'POST, AND STAMPED ---CANYON NO. 2 1950---, DISTANCE 71.19 FT.,
 NR0476'S 31 DEG 33 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0257 ***********************************************************************
 OW0257  DESIGNATION -  CANYON
 OW0257  PID         -  OW0257
 OW0257  STATE/COUNTY-  WY/HOT SPRINGS
 OW0257  USGS QUAD   -  BOYSEN (1978)
 OW0257
 OW0257                         *CURRENT SURVEY CONTROL
 OW0257  ___________________________________________________________________
 OW0257* NAD 83(1993)-  43 27 31.17213(N)    108 11 39.58786(W)     ADJUSTED  
 OW0257* NAVD 88     -      2304.1    (meters)    7559.     (feet)  VERTCON   
 OW0257  ___________________________________________________________________
 OW0257  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 OW0257  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 OW0257
 OW0257  HORZ ORDER  -  SECOND
 OW0257
 OW0257.The horizontal coordinates were established by classical geodetic methods
 OW0257.and adjusted by the National Geodetic Survey in January 1997..
 OW0257
 OW0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0257
 OW0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0257
 OW0257.The geoid height was determined by GEOID03.
 OW0257
 OW0257;                    North         East     Units Scale Factor Converg.
 OW0257;SPC WYWC     -   328,756.309   644,968.627   MT  0.99996237   +0 22 56.0
 OW0257;UTM  12      - 4,815,574.307   726,982.225   MT  1.00023379   +1 55 50.3
 OW0257
 OW0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0257!SPC WYWC     -   0.99964088  x   0.99996237  =   0.99960326
 OW0257!UTM  12      -   0.99964088  x   1.00023379  =   0.99987458
 OW0257
 OW0257|---------------------------------------------------------------------|
 OW0257| PID    Reference Object                     Distance      Geod. Az  |
 OW0257|                                                           dddmmss.s |
 OW0257| CP4647 CANYON RM 1                          12.529 METERS 03855     |
 OW0257| CP4648 CANYON RM 2                           9.852 METERS 12830     |
 OW0257| OW0258 CANYON CAIRN                         94.700 METERS 15519     |
 OW0257| CP4646 CANYON AZ MK                                       2693935.4 |
 OW0257|---------------------------------------------------------------------|
 OW0257
 OW0257                          SUPERSEDED SURVEY CONTROL
 OW0257
 OW0257  NAD 83(1986)-  43 27 31.15735(N)    108 11 39.59411(W) AD(       ) 2
 OW0257  NAD 27      -  43 27 31.30700(N)    108 11 37.24700(W) AD(       ) 2
 OW0257  NGVD 29 (11/06/89) 2303.2    (m)         7556.     (f) VERT ANG       
 OW0257
 OW0257.Superseded values are not recommended for survey control.
 OW0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0257.See file dsdata.txt to determine how the superseded data were derived.
 OW0257
 OW0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2698215574(NAD 83)
 OW0257_MARKER: DD = SURVEY DISK
 OW0257_SETTING: 80 = SET IN A BOULDER
 OW0257_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OW0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0257
 OW0257  HISTORY     - Date     Condition        Report By
 OW0257  HISTORY     - 1936     MONUMENTED       USGS
 OW0257  HISTORY     - 1949     GOOD             USGS
 OW0257
 OW0257                          STATION DESCRIPTION
 OW0257
 OW0257'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 OW0257'ABOUT 13 MILES SOUTH OF THERMOPOLIS, ON HIGHEST POINT AT
 OW0257'EAST END OF OWL MOUNTAIN, OVERLOOKING WIND RIVER CANYON, ABOUT
 OW0257'1 MILE WEST OF BOTTOM OF CANYON, ON LONGITUDINAL AND TRANSVERSE
 OW0257'CENTERS OF LOW ROCKY RIDGE HAVING A FEW SCATTERED TREES ON
 OW0257'SUMMIT, WHICH LIES ALONG (PARALLEL TO) CANYON RIM, 103 YARDS
 OW0257'NORTH OF 7-FOOT STONE CAIRN ESTABLISHED IN LOCAL GEOLOGICAL
 OW0257'SURVEY BY GRADUATE STUDENTS OF PRINCETON UNIVERSITY, 40 FEET
 OW0257'WEST OF TOP RIM OF CANYON, AND IN TOP OF LARGE CUBICAL BOULDER
 OW0257'ABOUT 4 FEET HIGH.  TO REACH FROM JUNCTION OF MAIN STREET
 OW0257'AND U.S. HIGHWAY 20 IN THERMOPOLIS, FOLLOW HIGHWAY SOUTH 3.5
 OW0257'MILES. TURN RIGHT THROUGH GATE ON TRACK ROAD JUST AFTER
 OW0257'CROSSING BRIDGE OVER RAILROAD TRACKS, THENCE SOUTH 1.5 MILES.
 OW0257'TAKE LEFT FORK OVER RED CREEK WASH, GO 0.2 MILE, KEEP
 OW0257'STRAIGHT AHEAD AT SLANTING CROSS ROAD, GO SOUTH 0.3 MILE,
 OW0257'PASSING TO RIGHT OF STOCKYARDS.  GO THROUGH GATE AND FOLLOW
 OW0257'TRACK ROAD UP STEEP GRADE 6.1 MILES TO INTERSECTION OF
 OW0257'NUMBER OF DIM ROADS AT SALT GROUND.  BEAR ABOUT HALF LEFT.
 OW0257'AND FOLLOW ROUGH BUT WELL-TRAVELED ROAD SOUTH AND SOUTHEAST ALONG
 OW0257'CANYON 3.5 MILES TO COW CAMP, THENCE SOUTH 0.3 MILE AND
 OW0257'PASS THROUGH GATE.  GO SOUTHEAST 0.3 MILE TO TOP OF RIDGE
 OW0257'(SUMMIT OF OWL MOUNTAIN), THENCE DUE EAST ALONG SUMMIT,
 OW0257'ACROSS COUNTRY 2.7 MILES TO STATION ON EDGE OF CANYON.
 OW0257'STATION MARK IS UNSTAMPED U.S. GEOLOGICAL SURVEY DISK SET IN
 OW0257'DRILL HOLE IN BOULDER.  REFERENCE MARK NO. 1 IS
 OW0257'STANDARD DISK IN OUTCROPPING BEDROCK, AT RIM OF
 OW0257'CANYON, 12.529 METERS (41.11 FEET) NORTHEAST OF STATION
 OW0257'N 38 DEG 55 MIN E.  REFERENCE MARK NO. 2 IS STANDARD DISK
 OW0257'IN TOP OF LARGE BOULDER, 9.852 METERS (32.32 FEET)
 OW0257'SOUTHEAST OF STATION S 51 DEG 30 MIN E.  AZIMUTH
 OW0257'MARK IS STANDARD DISK IN OUTCROPPING BEDROCK, 300
 OW0257'YARDS NORTH OF CANYON RIM, ON SMALL ROCKY POINT AT NORTHEAST
 OW0257'EDGE OF LOW RIM RIDGE LYING JUST EAST OF POINT WHERE CANYON
 OW0257'CUTS IN FROM NORTH, 7 YARDS NORTH OF HIGHEST POINT OF ROCKS,
 OW0257'AND APPROXIMATELY 0.35 MILE WEST OF STATION
 OW0257'S 89 DEG 40 MIN W.  CAIRN NEAR STATION CANYON (U.S.G.S.)
 OW0257'MENTIONED ABOVE
 OW0257'IS 94.70 METERS (310.7 FEET) FROM STATION S 24 DEG 41 MIN E.
 OW0257
 OW0257                          STATION RECOVERY (1949)
 OW0257
 OW0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 OW0257'ABOUT 13 MI. S. OF THERMOPOLIS, ON HIGHEST POINT AT E. END OF OWL
 OW0257'MOUNTAIN, OVERLOOKING WIND RIVER CANYON, ABOUT 1 MI. W. OF BOTTOM OF
 OW0257'CANYON, ON LONGITUDINAL AND TRANSVERSE CENTERS OF LOW ROCKY RIDGE
 OW0257'HAVING A FEW SCATTERED TREES ON SUMMIT, WHICH LIES ALONG (PARALLEL
 OW0257'TO) CANYON RIM, 103 YDS. N. OF 7 FT. STONE CAIRN ESTABLISHED IN LOCAL
 OW0257'GEOLOGICAL SURVEY BY GRADUATE STUDENTS OF PRINCETON UNIVERSITY, 40 FT.
 OW0257'W. OF TOP RIM OF CANYON, AND IN TOP OF LARGE CUBICAL BOULDER ABOUT 4
 OW0257'FT. HIGH.
 OW0257'
 OW0257'TO REACH FROM JUNCTION OF MAIN STREET AND U.S. HIGHWAY 20 IN
 OW0257'THERMOPOLIS, FOLLOW HIGHWAY S. 3.5 MI., TURN RIGHT THROUGH GATE ON
 OW0257'TRACK RD. JUST AFTER CROSSING BRIDGE OVER RAILROAD TRACKS, THENCE S.
 OW0257'1.5 MI., TAKE LEFT FORK OVER RED CREEK WASH, GO 0.2 MI., KEEP STRAIGHT
 OW0257'AHEAD AT SLANTING CROSSROAD, GO S. 0.3 MI., PASSING TO RIGHT OF
 OW0257'STOCKYARDS, GO THROUGH GATE AND FOLLOW TRACK RD. UP STEEP GRADE 6.1
 OW0257'MI. TO INTERSECTION OF NUMBER OF DIM RDS. AT SALT GROUND, BEAR ABOUT
 OW0257'HALF LEFT, AND FOLLOW ROUGH BUT WELL-TRAVELED RD. S. AND SE. ALONG
 OW0257'CANYON 3.5 MI. TO COW CAMP, THENCE S. 0.3 MI. AND PASS THROUGH GATE,
 OW0257'GO SE. 0.3 MI. TO TOP OF RIDGE (SUMMIT OF OWL MOUNTAIN), THENCE DUE
 OW0257'E. ALONG SUMMIT ACROSS COUNTY 2.7 MI. TO STATION ON EDGE OF CANYON.
 OW0257'
 OW0257'STATION MARK--UNSTAMPED U.S. GEOLOGICAL SURVEY DISK SET IN DRILL HOLE
 OW0257'IN BOULDER DESCRIBED ABOVE.
 OW0257'
 OW0257'REFERENCE MARK NO. 1--STANDARD DISK IN OUTCROPPING BEDROCK, AT RIM
 OW0257'OF CANYON, 12.529 METERS (41.11 FT.) NE. OF STATION, N 38
 OW0257'DEGREES 55 MINUTES, SW.
 OW0257'
 OW0257'REFERENCE MARK NO. 2--STANDARD DISK IN TOP OF LARGE BOULDER, 9.852
 OW0257'METERS (32.32 FT.) SE. OF STATION, N 51 DEGREES 30 MINUTES, NW.
 OW0257'
 OW0257'AZIMUTH MARK--STANDARD DISK IN OUTCROPPING BEDROCK, 300 YDS. N. OF
 OW0257'CANYON RIM, ON SMALL ROCKY POINT AT NE. EDGE OF LOW RIM RIDGE LYING
 OW0257'JUST E. OF POINT WHERE CANYON CUTS IN FROM N., 7 YDS. N. OF HIGHEST
 OW0257'POINT OF ROCKS, AND APPROXIMATELY 0.35 MI. W. OF STATION, N 89
 OW0257'DEGREES 40 MINUTES, NE.
 OW0257'
 OW0257'CAIRN NEAR STATION --CANYON (USGS)-- (SEE GEOGRAPHIC POSITION AND
 OW0257'DESCRIPTION THEREOF) MENTIONED ABOVE IS 94.70 METERS (310.7 FT.) FROM
 OW0257'STATION, N 24 DEGREES 41 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1213 ***********************************************************************
 PY1213  DESIGNATION -  CANYON
 PY1213  PID         -  PY1213
 PY1213  STATE/COUNTY-  WY/PARK
 PY1213  USGS QUAD   -  CANYON VILLAGE (1986)
 PY1213
 PY1213                         *CURRENT SURVEY CONTROL
 PY1213  ___________________________________________________________________
 PY1213* NAD 83(1993)-  44 42 41.17948(N)    110 29 11.45436(W)     ADJUSTED  
 PY1213* NAVD 88     -      2421.2    (meters)    7944.     (feet)  VERTCON   
 PY1213  ___________________________________________________________________
 PY1213  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 PY1213  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY1213
 PY1213  HORZ ORDER  -  THIRD
 PY1213
 PY1213.The horizontal coordinates were established by classical geodetic methods
 PY1213.and adjusted by the National Geodetic Survey in January 1997..
 PY1213
 PY1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1213
 PY1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1213
 PY1213.The geoid height was determined by GEOID03.
 PY1213
 PY1213;                    North         East     Units Scale Factor Converg.
 PY1213;SPC WYWC     -   469,266.062   462,404.132   MT  1.00017024   -1 13 18.8
 PY1213;UTM  12      - 4,951,023.941   540,673.092   MT  0.99962034   +0 21 40.5
 PY1213
 PY1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1213!SPC WYWC     -   0.99962186  x   1.00017024  =   0.99979204
 PY1213!UTM  12      -   0.99962186  x   0.99962034  =   0.99924235
 PY1213
 PY1213:                Primary Azimuth Mark                     Grid Az
 PY1213:SPC WYWC     -  SULPHUR                                  172 25 24.6
 PY1213:UTM  12      -  SULPHUR                                  170 50 25.3
 PY1213
 PY1213|---------------------------------------------------------------------|
 PY1213| PID    Reference Object                     Distance      Geod. Az  |
 PY1213|                                                           dddmmss.s |
 PY1213| PY1212 SULPHUR                             APPROX. 7.0 KM 1711205.8 |
 PY1213|---------------------------------------------------------------------|
 PY1213
 PY1213                          SUPERSEDED SURVEY CONTROL
 PY1213
 PY1213  NAD 83(1993)-  44 42 41.17954(N)    110 29 11.45439(W) AD(       ) 3
 PY1213  NAD 83(1986)-  44 42 41.17553(N)    110 29 11.43351(W) AD(       ) 3
 PY1213  NAD 27      -  44 42 41.40213(N)    110 29 08.71092(W) AD(       ) 3
 PY1213  NGVD 29 (07/19/86) 2419.8    (m)         7939.     (f) VERT ANG       
 PY1213
 PY1213.Superseded values are not recommended for survey control.
 PY1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1213.See file dsdata.txt to determine how the superseded data were derived.
 PY1213
 PY1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4067351024(NAD 83)
 PY1213_MARKER: DD = SURVEY DISK
 PY1213_SETTING: 0 = UNSPECIFIED SETTING
 PY1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1213
 PY1213  HISTORY     - Date     Condition        Report By
 PY1213  HISTORY     - 1955     MONUMENTED       USGS
 PY1213
 PY1213                          STATION DESCRIPTION
 PY1213
 PY1213'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1213'STATION IS LOCATED ABOUT 100 FT. W. AND 3 FT. LOWER THAN HIGHEST
 PY1213'POINT OF A PARTLY WOODED HILL, ABOUT 0.9 MI. NE. OF CANYON JUNCTION,
 PY1213'YELLOWSTONE PARK.
 PY1213'
 PY1213'TO REACH STATION FROM CANYON JUNCTION, GO NE. ON CANYON LODGE ROAD FOR
 PY1213'0.7 MI. TO TURNOFF TO RIGHT, GO 0.2 MI. TO WOODLOT AND DRAIN, TAKE
 PY1213'TRACK RD. TO LEFT ABOUT 0.1 MI., THENCE LEAVE RD. AND GO UP HILL TO
 PY1213'SE. TO TOP.  HILL IS COVERED WITH TREES ON N. AND BARE ON S.
 PY1213'
 PY1213'STATION MARK--STANDARD TABLET, SET IN PIPE PROJECTING 0.3 FT. ABOVE
 PY1213'GROUND, AND STAMPED ---CANYON 1955---.
 PY1213'
 PY1213'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0521 ***********************************************************************
 NR0521  DESIGNATION -  CANYON
 NR0521  PID         -  NR0521
 NR0521  STATE/COUNTY-  WY/NATRONA
 NR0521  USGS QUAD   -  PATHFINDER DAM (1982)
 NR0521
 NR0521                         *CURRENT SURVEY CONTROL
 NR0521  ___________________________________________________________________
 NR0521* NAD 83(1993)-  42 29 32.43868(N)    106 48 16.99137(W)     ADJUSTED  
 NR0521* NAVD 88     -      1976.7    (meters)    6485.     (feet)  VERTCON   
 NR0521  ___________________________________________________________________
 NR0521  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 NR0521  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 NR0521
 NR0521  HORZ ORDER  -  THIRD
 NR0521
 NR0521.The horizontal coordinates were established by classical geodetic methods
 NR0521.and adjusted by the National Geodetic Survey in January 1997..
 NR0521
 NR0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0521
 NR0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0521
 NR0521.The geoid height was determined by GEOID03.
 NR0521
 NR0521;                    North         East     Units Scale Factor Converg.
 NR0521;SPC WYEC     -   321,398.334   443,454.148   MT  0.99996072   +0 21 25.5
 NR0521;UTM  13      - 4,706,021.005   351,692.874   MT  0.99987062   -1 13 09.5
 NR0521
 NR0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0521!SPC WYEC     -   0.99969204  x   0.99996072  =   0.99965277
 NR0521!UTM  13      -   0.99969204  x   0.99987062  =   0.99956270
 NR0521
 NR0521:                Primary Azimuth Mark                     Grid Az
 NR0521:SPC WYEC     -  PATHFINDER                               257 50 25.3
 NR0521:UTM  13      -  PATHFINDER                               259 25 00.3
 NR0521
 NR0521|---------------------------------------------------------------------|
 NR0521| PID    Reference Object                     Distance      Geod. Az  |
 NR0521|                                                           dddmmss.s |
 NR0521| NR0391 PATHFINDER                          APPROX. 6.1 KM 2581150.8 |
 NR0521|---------------------------------------------------------------------|
 NR0521
 NR0521                          SUPERSEDED SURVEY CONTROL
 NR0521
 NR0521  NAD 83(1986)-  42 29 32.42101(N)    106 48 16.97774(W) AD(       ) 3
 NR0521  NGVD 29 (09/08/93) 1975.7    (m)         6482.     (f) VERT ANG       
 NR0521
 NR0521.Superseded values are not recommended for survey control.
 NR0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0521.See file dsdata.txt to determine how the superseded data were derived.
 NR0521
 NR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH5169306021(NAD 83)
 NR0521_MARKER: DS = TRIANGULATION STATION DISK
 NR0521_SETTING: 0 = UNSPECIFIED SETTING
 NR0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0521
 NR0521  HISTORY     - Date     Condition        Report By
 NR0521  HISTORY     - 1948     MONUMENTED       USGS
 NR0521
 NR0521                          STATION DESCRIPTION
 NR0521
 NR0521'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0521'LOCATED ABOUT 1.0 MI. W. OF NORTH PLATTE RIVER NARROWS, IN THE W. PART
 NR0521'OF SEC. 8, T 29 N, R 83 W, ABOUT 3.0 MI. NE. OF PATHFINDER DAM.
 NR0521'
 NR0521'TO REACH FROM ALCOVA VILLAGE, FOLLOW STATE HIGHWAY 220 W. FROM THE
 NR0521'ALCOVA POST OFFICE 6.1 MI., THEN GO S. ON THE PATHFINDER DAM ROAD 0.3
 NR0521'MI., TURN E. AND FOLLOW RD. 3.0 MI. TO FORK, TURN W. 0.1 MI.  THE
 NR0521'STATION IS 21.0 FT. N. FROM THE CENTER OF THE ROAD.
 NR0521'
 NR0521'STATION MARK--STANDARD TABLET SET IN TOP OF A CONCRETE POST PROJECTING
 NR0521'6 IN. ABOVE GROUND, AND STAMPED---CANYON 1948---, STAMPED---VABM
 NR0521'6477---.
 NR0521'
 NR0521'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TOP OF CONCRETE POST
 NR0521'BURIED IN GROUND, 57.0 FT. N. OF STATION MARK, N 26 DEGREES
 NR0521'48 MINUTES, SE.
 NR0521'
 NR0521'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TOP OF CONCRETE POST
 NR0521'BURIED IN GROUND, 65.73 FT. E. OF STATION MARK, N 65 DEGREES
 NR0521'06 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0258 ***********************************************************************
 OW0258  DESIGNATION -  CANYON CAIRN
 OW0258  PID         -  OW0258
 OW0258  STATE/COUNTY-  WY/FREMONT
 OW0258  USGS QUAD   -  BOYSEN (1978)
 OW0258
 OW0258                         *CURRENT SURVEY CONTROL
 OW0258  ___________________________________________________________________
 OW0258* NAD 83(1993)-  43 27 28.38388(N)    108 11 37.82897(W)     ADJUSTED  
 OW0258* NAVD 88     -      2302.     (meters)    7552.     (feet)  SCALED    
 OW0258  ___________________________________________________________________
 OW0258  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 OW0258  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 OW0258
 OW0258  HORZ ORDER  -  THIRD
 OW0258
 OW0258.The horizontal coordinates were established by classical geodetic methods
 OW0258.and adjusted by the National Geodetic Survey in January 1997..
 OW0258
 OW0258.The orthometric height was scaled from a topographic map.
 OW0258
 OW0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0258
 OW0258.The geoid height was determined by GEOID03.
 OW0258
 OW0258;                    North         East     Units Scale Factor Converg.
 OW0258;SPC WYWC     -   328,670.528   645,008.740   MT  0.99996241   +0 22 57.2
 OW0258;UTM  12      - 4,815,489.618   727,024.653   MT  1.00023403   +1 55 51.4
 OW0258
 OW0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0258!SPC WYWC     -   0.99964122  x   0.99996241  =   0.99960364
 OW0258!UTM  12      -   0.99964122  x   1.00023403  =   0.99987517
 OW0258
 OW0258                          SUPERSEDED SURVEY CONTROL
 OW0258
 OW0258  NAD 83(1986)-  43 27 28.36911(N)    108 11 37.83522(W) AD(       ) 4
 OW0258  NAD 27      -  43 27 28.51900(N)    108 11 35.48800(W) AD(       ) 3
 OW0258
 OW0258.Superseded values are not recommended for survey control.
 OW0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0258.See file dsdata.txt to determine how the superseded data were derived.
 OW0258
 OW0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2702515490(NAD 83)
 OW0258_MARKER: 72 = CAIRN
 OW0258
 OW0258  HISTORY     - Date     Condition        Report By
 OW0258  HISTORY     - 1936     FIRST OBSERVED   LOCSUR
 OW0258
 OW0258                          STATION DESCRIPTION
 OW0258
 OW0258'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1936 (JB)
 OW0258'SEVEN-FOOT CAIRN ESTABLISHED IN LOCAL SURVEY BY GRADUATE
 OW0258'STUDENTS OF PRINCETON UNIVERSITY, 94.70 METERS (310.7 FEET)
 OW0258'S 24 DEG 41 MIN E FROM STATION CANYON (U.S.G.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1209 ***********************************************************************
 MO1209  DESIGNATION -  CAPW 1
 MO1209  PID         -  MO1209
 MO1209  STATE/COUNTY-  WY/LARAMIE
 MO1209  USGS QUAD   -  SILVER CROWN (1978)
 MO1209
 MO1209                         *CURRENT SURVEY CONTROL
 MO1209  ___________________________________________________________________
 MO1209* NAD 83(1993)-  41 07 59.08654(N)    105 00 40.24103(W)     ADJUSTED  
 MO1209* NAVD 88     -      2026.     (meters)    6647.     (feet)  SCALED    
 MO1209  ___________________________________________________________________
 MO1209  LAPLACE CORR-         -14.60  (seconds)                    DEFLEC99
 MO1209  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 MO1209
 MO1209  HORZ ORDER  -  THIRD
 MO1209
 MO1209.The horizontal coordinates were established by classical geodetic methods
 MO1209.and adjusted by the National Geodetic Survey in January 1997..
 MO1209
 MO1209.The orthometric height was scaled from a topographic map.
 MO1209
 MO1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1209
 MO1209.The geoid height was determined by GEOID03.
 MO1209
 MO1209;                    North         East     Units Scale Factor Converg.
 MO1209;SPC WY E     -    70,310.979   213,054.901   MT  0.99993960   +0 06 08.2
 MO1209;UTM  13      - 4,553,530.391   499,061.801   MT  0.99960001   -0 00 26.5
 MO1209
 MO1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1209!SPC WY E     -   0.99968466  x   0.99993960  =   0.99962427
 MO1209!UTM  13      -   0.99968466  x   0.99960001  =   0.99928479
 MO1209
 MO1209:                Primary Azimuth Mark                     Grid Az
 MO1209:SPC WY E     -  CONRAD                                   217 33 50.5
 MO1209:UTM  13      -  CONRAD                                   217 40 25.2
 MO1209
 MO1209|---------------------------------------------------------------------|
 MO1209| PID    Reference Object                     Distance      Geod. Az  |
 MO1209|                                                           dddmmss.s |
 MO1209| MO0445 CONRAD                              APPROX. 4.4 KM 2173958.7 |
 MO1209|---------------------------------------------------------------------|
 MO1209
 MO1209                          SUPERSEDED SURVEY CONTROL
 MO1209
 MO1209  NAD 83(1993)-  41 07 59.07101(N)    105 00 40.23831(W) AD(       ) 3
 MO1209  NAD 83(1986)-  41 07 59.07097(N)    105 00 40.23827(W) AD(       ) 3
 MO1209  NAD 27      -  41 07 59.14043(N)    105 00 38.33598(W) AD(       ) 3
 MO1209
 MO1209.Superseded values are not recommended for survey control.
 MO1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1209.See file dsdata.txt to determine how the superseded data were derived.
 MO1209
 MO1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9906253530(NAD 83)
 MO1209_MARKER: DD = SURVEY DISK
 MO1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1209
 MO1209  HISTORY     - Date     Condition        Report By
 MO1209  HISTORY     - 1947     MONUMENTED       USGS
 MO1209  HISTORY     - 1960     GOOD             USGS
 MO1209
 MO1209                          STATION DESCRIPTION
 MO1209
 MO1209'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1209'STATION LOCATED IN SEC. 33, T 14 N, R 68 W.
 MO1209'
 MO1209'TO REACH FROM CHEYENNE POST OFFICE, GO W. ON 19TH ST. 3.7 MI. TO A RD.
 MO1209'CROSSING, CONTINUE W. ON GRAVEL RD. 6.8 MI. TO FARM HOUSE ON RIGHT,
 MO1209'TURN LEFT THRU WIRE GATE, CONTINUE 0.1 MI. S. TO SECOND WIRE GATE,
 MO1209'TURN RIGHT ON TRAIL AND TRAVEL W. 0.5 MI. TO TOP OF RIDGE AND POWER
 MO1209'LINE STATION, TURN S. AND TRAVEL 0.9 MI. TO FENCE CORNER.  STATION IS
 MO1209'ABOUT 524 FT. NNW. OF CORNER, ON TOP OF RIDGE.
 MO1209
 MO1209                          STATION RECOVERY (1960)
 MO1209
 MO1209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1209'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST AND STAMPED
 MO1209'---CAPW-1 1947---.
 MO1209'
 MO1209'REFERENCE MARK NO. 1--3/4-IN. IRON ROD, 34.63 FT. E. OF STATION.
 MO1209'
 MO1209'REFERENCE MARK NO. 2--3/4-IN. IRON ROD, 38.03 FT. S. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0651 ***********************************************************************
 NQ0651  DESIGNATION -  CAREY
 NQ0651  PID         -  NQ0651
 NQ0651  STATE/COUNTY-  WY/CONVERSE
 NQ0651  USGS QUAD   -  CAREYHURST (1974)
 NQ0651
 NQ0651                         *CURRENT SURVEY CONTROL
 NQ0651  ___________________________________________________________________
 NQ0651* NAD 83(1993)-  42 49 09.77967(N)    105 43 09.68221(W)     ADJUSTED  
 NQ0651* NAVD 88     -      1602.9    (meters)    5259.     (feet)  VERTCON   
 NQ0651  ___________________________________________________________________
 NQ0651  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 NQ0651  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 NQ0651
 NQ0651  HORZ ORDER  -  SECOND
 NQ0651
 NQ0651.The horizontal coordinates were established by classical geodetic methods
 NQ0651.and adjusted by the National Geodetic Survey in January 1997..
 NQ0651
 NQ0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0651
 NQ0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0651
 NQ0651.The geoid height was determined by GEOID03.
 NQ0651
 NQ0651;                    North         East     Units Scale Factor Converg.
 NQ0651;SPC WY E     -   257,738.305   154,804.155   MT  0.99996262   -0 22 32.4
 NQ0651;UTM  13      - 4,741,008.846   441,194.896   MT  0.99964254   -0 29 20.2
 NQ0651
 NQ0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0651!SPC WY E     -   0.99975085  x   0.99996262  =   0.99971348
 NQ0651!UTM  13      -   0.99975085  x   0.99964254  =   0.99939348
 NQ0651
 NQ0651:                Primary Azimuth Mark                     Grid Az
 NQ0651:SPC WY E     -  WELCH STA STANOLIND PLINE TANK           006 48 44.2
 NQ0651:UTM  13      -  WELCH STA STANOLIND PLINE TANK           006 55 32.0
 NQ0651
 NQ0651|---------------------------------------------------------------------|
 NQ0651| PID    Reference Object                     Distance      Geod. Az  |
 NQ0651|                                                           dddmmss.s |
 NQ0651| NQ0652 WELCH STA STANOLIND PLINE TANK      APPROX. 4.3 KM 0062611.8 |
 NQ0651| CP8954 CAREY RM 1                            8.361 METERS 19729     |
 NQ0651| CP8956 CAREY RM 3                           15.799 METERS 22152     |
 NQ0651| CP8955 CAREY RM 2                            9.638 METERS 28746     |
 NQ0651| CP8953 CAREY AZ MK                                        3342647.3 |
 NQ0651|---------------------------------------------------------------------|
 NQ0651
 NQ0651                          SUPERSEDED SURVEY CONTROL
 NQ0651
 NQ0651  NAD 83(1986)-  42 49 09.76177(N)    105 43 09.66681(W) AD(       ) 2
 NQ0651  NAD 27      -  42 49 09.88200(N)    105 43 07.67700(W) AD(       ) 2
 NQ0651  NGVD 29 (07/19/86) 1602.0    (m)         5256.     (f) VERT ANG       
 NQ0651
 NQ0651.Superseded values are not recommended for survey control.
 NQ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0651.See file dsdata.txt to determine how the superseded data were derived.
 NQ0651
 NQ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4119541009(NAD 83)
 NQ0651_MARKER: DD = SURVEY DISK
 NQ0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0651
 NQ0651  HISTORY     - Date     Condition        Report By
 NQ0651  HISTORY     - 1948     MONUMENTED       USGS
 NQ0651
 NQ0651                          STATION DESCRIPTION
 NQ0651
 NQ0651'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0651'THE STATION IS LOCATED ABOUT 17 MILES AIRLINE WEST-NORTHWEST
 NQ0651'OF DOUGLAS, ABOUT 8 MILES AIRLINE EAST-SOUTHEAST OF GLENROCK,
 NQ0651'ABOUT 0.8 MILE SOUTH OF U.S. HIGHWAY 20 AND ABOUT 0.5 MILE
 NQ0651'NORTHWEST OF HUNTON CREEK, ON A GRASS COVERED BUTTE.  THE
 NQ0651'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN AN
 NQ0651'8 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS SET
 NQ0651'ON HIGHEST POINT OF BUTTE AND IS STAMPED, CAREY 1947.
 NQ0651'
 NQ0651'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NQ0651'SET IN AN 8 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES,
 NQ0651'IS THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED, 1947
 NQ0651'CAREY REF. NO. 1.
 NQ0651'
 NQ0651'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NQ0651'SET IN AN 8 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES,
 NQ0651'IS THE SAME ELEVATION AS THE STATION MARK AND IS STAMPED, 1947
 NQ0651'CAREY REF. NO. 2.
 NQ0651'
 NQ0651'REFERENCE MARK NO. 3 IS SET FLUSH 1 FOOT LOWER THAN THE STATION
 NQ0651'MARK.  IT IS STAMPED, CAREY NO 3 1948.
 NQ0651'
 NQ0651'THE AZIMUTH MARK IS SET IN THE SOUTH HEADWALL OF A CULVERT
 NQ0651'ON THE SOUTH EDGE OF U.S. HIGHWAY 20.  IT IS 30 FEET NORTHEAST
 NQ0651'OF A WHITE WITNESS POST THAT IS SET IN A FENCE LINE.  THE MARK
 NQ0651'IS STAMPED, CAREY 1948.
 NQ0651'
 NQ0651'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DOUGLAS.
 NQ0651'GO WEST ON U.S. HIGHWAY 20, 16.4 MILES TO A BRIDGE OVER HUNTON
 NQ0651'CREEK.  CONTINUE ON HIGHWAY 2.55 MILES TO AZIMUTH MARK ON LEFT.
 NQ0651'CONTINUE 50 YARDS TO A ROAD LEFT THROUGH A CATTLE GUARD.
 NQ0651'TURN LEFT, GO 0.9 MILE TO TOP OF RIDGE.  TURN RIGHT, FOLLOW RIDGE
 NQ0651'0.15 MILE TO TOP OF BUTTE AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0432 ***********************************************************************
 PX0432  DESIGNATION -  CARTER
 PX0432  PID         -  PX0432
 PX0432  STATE/COUNTY-  WY/PARK
 PX0432  USGS QUAD   -  ALDRICH BASIN (1991)
 PX0432
 PX0432                         *CURRENT SURVEY CONTROL
 PX0432  ___________________________________________________________________
 PX0432* NAD 83(1993)-  44 11 49.85547(N)    109 24 40.23655(W)     ADJUSTED  
 PX0432* NAVD 88     -      3756.4    (meters)   12324.     (feet)  VERTCON   
 PX0432  ___________________________________________________________________
 PX0432  LAPLACE CORR-          -7.49  (seconds)                    DEFLEC99
 PX0432  GEOID HEIGHT-          -8.33  (meters)                     GEOID03
 PX0432
 PX0432  HORZ ORDER  -  THIRD
 PX0432
 PX0432.The horizontal coordinates were established by classical geodetic methods
 PX0432.and adjusted by the National Geodetic Survey in January 1997..
 PX0432
 PX0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0432
 PX0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0432
 PX0432.The geoid height was determined by GEOID03.
 PX0432
 PX0432;                    North         East     Units Scale Factor Converg.
 PX0432;SPC WYWC     -   410,870.263   547,148.737   MT  0.99997184   -0 27 39.4
 PX0432;UTM  12      - 4,895,001.129   626,960.339   MT  0.99979824   +1 06 27.9
 PX0432
 PX0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0432!SPC WYWC     -   0.99941265  x   0.99997184  =   0.99938450
 PX0432!UTM  12      -   0.99941265  x   0.99979824  =   0.99921100
 PX0432
 PX0432|---------------------------------------------------------------------|
 PX0432| PID    Reference Object                     Distance      Geod. Az  |
 PX0432|                                                           dddmmss.s |
 PX0432| CQ5255 CARTER RM 2                           4.145 METERS 02144     |
 PX0432| CQ5254 CARTER RM 1                          12.015 METERS 18108     |
 PX0432| CQ5253 CARTER AZ MK                                       2620527.9 |
 PX0432|---------------------------------------------------------------------|
 PX0432
 PX0432                          SUPERSEDED SURVEY CONTROL
 PX0432
 PX0432  NAD 83(1986)-  44 11 49.84560(N)    109 24 40.22607(W) AD(       ) 3
 PX0432  NAD 27      -  44 11 50.02800(N)    109 24 37.66100(W) AD(       ) 3
 PX0432  NGVD 29 (07/19/86) 3754.7    (m)        12319.     (f) VERT ANG       
 PX0432
 PX0432.Superseded values are not recommended for survey control.
 PX0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0432.See file dsdata.txt to determine how the superseded data were derived.
 PX0432
 PX0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP2696095001(NAD 83)
 PX0432_MARKER: DS = TRIANGULATION STATION DISK
 PX0432_SETTING: 80 = SET IN A BOULDER
 PX0432_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PX0432
 PX0432  HISTORY     - Date     Condition        Report By
 PX0432  HISTORY     - 1950     MONUMENTED       CGS
 PX0432  HISTORY     - 1954     GOOD             USGS
 PX0432
 PX0432                          STATION DESCRIPTION
 PX0432
 PX0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0432'STATION IS ON THE WEST EDGE OF A HIGH BARE RANGE OF HILLS THAT
 PX0432'LIE BETWEEN THE SHOSHONE AND THE GREYBULL RIVERS.  ABOUT 26
 PX0432'MILES AIR LINE WEST OF MEETEETSE, AND ABOUT 28 MILES AIR
 PX0432'LINE SOUTHWEST OF CODY.  IT IS LOCATED AT THE HEAD OF PICKETT
 PX0432'CREEK, ON THE HIGHEST POINT IN THE VICINITY.  STATION MARK
 PX0432'IS SET IN A BOULDER AND THE DISK IS STAMPED CARTER 1950.
 PX0432'
 PX0432'REFERENCE MARK NO. 1 IS SET IN A BOULDER AND THE DISK IS STAMPED
 PX0432'CARTER NO 1 1950.
 PX0432'
 PX0432'REFERENCE MARK NO. 2 IS SET IN A BOULDER AND THE DISK IS STAMPED
 PX0432'CARTER NO 2 1950.
 PX0432'
 PX0432'PICKETT (USGS) IS A COPPER PLUG SET IN A BOULDER AND STAMPED
 PX0432'USGS.
 PX0432'
 PX0432'THE AZIMUTH MARK IS ON A KNOLL SLIGHTLY LOWER THAN THE HILL
 PX0432'WHICH THE STATION IS ON.  THE MARK IS SET IN A BOULDER AND
 PX0432'THE DISK IS STAMPED CARTER 1950.  TO REACH FROM THE STATION,
 PX0432'GO WEST DOWN ALONG RIDGE THEN UP LITTLE KNOLL TO TOP AND
 PX0432'THE AZIMUTH MARK.
 PX0432'
 PX0432'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 120 AND THE
 PX0432'PITCHFORK ROAD IN MEETEETSE, GO WEST ON THE PITCHFORK ROAD
 PX0432'FOR 10.7 MILES TO END OF PAVEMENT AND A FORK.  TAKE RIGHT FORK FOR
 PX0432'0.2 MILE TO A FORK JUST BEFORE CROSSING BRIDGE OVER GREYBULL
 PX0432'RIVER.  TAKE THE LEFT FORK AND GO 1.4 MILES TO ROAD PASSING
 PX0432'THROUGH RANCH YARD.  CONTINUE ON MAIN ROAD FOR 3.7 MILES TO A
 PX0432'FORK AT A BRIDGE.  KEEP RIGHT FORK ACROSS THE BRIDGE FOR 0.2
 PX0432'MILE TO A FORK AT THE PITCHFORK RANCH BUILDINGS.  TAKE LEFT
 PX0432'FORK AND PASS TO THE LEFT OF ALL THE BUILDINGS FOR 0.3 MILE
 PX0432'TO A FORK.  KEEP THE RIGHT FORK FOR 0.2 MILE TO SOME MORE
 PX0432'RANCH BUILDINGS.  CONTINUE UP THE BLUFF ON MAIN ROAD FOR
 PX0432'0.3 MILE TO A GATE IN EAST-WEST FENCE LINE AND 3 FORKS JUST
 PX0432'AFTER PASSING THROUGH GATE.  TAKE THE LEFT FORK FOLLOWING
 PX0432'ROAD NORTHWESTERLY FOR 1.55 MILES TO AN IRON GATE AT
 PX0432'FENCE CORNER.  CONTINUE WEST ON MAIN ROAD FOR 3.85 MILES TO A
 PX0432'FORK.  KEEP THE LEFT FORK, WESTERLY, FOR 1.6 MILES TO A GATE
 PX0432'AND A SIGN SHOSHONE NATIONAL FOREST BOUNDARY.  PASS
 PX0432'THROUGH GATE AND GO 0.2 MILE TO ANOTHER GATE.  PASS THROUGH
 PX0432'GATE AND CONTINUE ON MAIN ROAD FOR 1.8 MILES TO END OF
 PX0432'TRUCK TRAVEL JUST AFTER PASSING CABIN.  FROM END OF
 PX0432'TRUCK TRAVEL.  CONTINUE ON TRAIL UP PICKETT CREEK FOR 1/2
 PX0432'HOUR ON HORSE BACK TO A FORK IN THE CREEK, WITH HIGH RIDGE
 PX0432'BETWEEN THE CREEKS.  TAKE THE LEFT FORK AND FOLLOW AONG
 PX0432'THE RIGHT SIDE OF THE CREEK FOR 3 HOURS TO THE HEAD OF THE
 PX0432'CANYON AND CREEK AND THE END OF HORSE BACK RIDING.
 PX0432'FROM HERE A PACK HORSE CAN BE LED UP A GRASSY SLOPE ON THE
 PX0432'LEFT WHICH IS VERY STEEP TO TOP OF RIDGE.  THEN RIGHT ALONG
 PX0432'RIDGE TO HIGHEST POINT AND THE STATION, ABOUT 2
 PX0432'1/2-HOURS WALK.
 PX0432
 PX0432                          STATION RECOVERY (1954)
 PX0432
 PX0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 PX0432'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0028 ***********************************************************************
 NR0028  DESIGNATION -  CASPER
 NR0028  PID         -  NR0028
 NR0028  STATE/COUNTY-  WY/NATRONA
 NR0028  USGS QUAD   -  CASPER (1984)
 NR0028
 NR0028                         *CURRENT SURVEY CONTROL
 NR0028  ___________________________________________________________________
 NR0028* NAD 83(1986)-  42 50 33.     (N)    106 19 30.     (W)     SCALED    
 NR0028* NAVD 88     -      1567.441  (meters)    5142.51   (feet)  ADJUSTED  
 NR0028  ___________________________________________________________________
 NR0028  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 NR0028  DYNAMIC HT  -        1566.468 (meters)    5139.32  (feet)  COMP
 NR0028  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 NR0028
 NR0028  VERT ORDER  -  FIRST     CLASS II
 NR0028
 NR0028.The horizontal coordinates were scaled from a topographic map and have
 NR0028.an estimated accuracy of +/- 6 seconds.
 NR0028
 NR0028.The orthometric height was determined by differential leveling
 NR0028.and adjusted by the National Geodetic Survey in June 1991..
 NR0028
 NR0028.The geoid height was determined by GEOID03.
 NR0028
 NR0028.The dynamic height is computed by dividing the NAVD 88
 NR0028.geopotential number by the normal gravity value computed on the
 NR0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0028.degrees latitude (g = 980.6199 gals.).
 NR0028
 NR0028.The modeled gravity was interpolated from observed gravity values.
 NR0028
 NR0028;                    North         East    Units  Estimated Accuracy
 NR0028;SPC WYEC     -   360,650.      482,430.      MT  (+/- 180 meters Scaled)
 NR0028
 NR0028                          SUPERSEDED SURVEY CONTROL
 NR0028
 NR0028  NGVD 29 (06/08/92) 1566.570  (m)         5139.66   (f) ADJUSTED    1 2
 NR0028
 NR0028.Superseded values are not recommended for survey control.
 NR0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0028.See file dsdata.txt to determine how the superseded data were derived.
 NR0028
 NR0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH917441(NAD 83)
 NR0028_MARKER: DB = BENCH MARK DISK
 NR0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0028_SP_SET: CONCRETE POST
 NR0028_STAMPING: CASPER 1933
 NR0028_MARK LOGO: CGS   
 NR0028_PROJECTION: FLUSH
 NR0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0028+STABILITY: SURFACE MOTION
 NR0028
 NR0028  HISTORY     - Date     Condition        Report By
 NR0028  HISTORY     - 1933     MONUMENTED       CGS
 NR0028  HISTORY     - 1982     GOOD             NGS
 NR0028  HISTORY     - 1987     GOOD             NGS
 NR0028
 NR0028                          STATION DESCRIPTION
 NR0028
 NR0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0028'IN CASPER.
 NR0028'AT CASPER, NATRONA COUNTY, AT THE INTERSECTION OF SOUTH CENTER STREET
 NR0028'AND WEST EIGHTH STREET, AT THE CITY HALL, IN THE SOUTHEAST CORNER OF
 NR0028'THE YARD, IN A 30-DEGREE ANGLE FORMED BY THE WEST EIGHTH STREET
 NR0028'SIDEWALK AND A DIAGONAL CONCRETE WALK LEADING TO THE ENTRANCE, 46 FEET
 NR0028'WEST OF THE CENTER LINE OF SOUTH CENTER STREET, AND 35 FEET NORTH OF
 NR0028'THE CENTER LINE OF WEST EIGHTH STREET.  A STANDARD DISK, STAMPED
 NR0028'CASPER 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 NR0028'ABOVE GROUND.
 NR0028
 NR0028                          STATION RECOVERY (1982)
 NR0028
 NR0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0028'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN CASPER, AT
 NR0028'THE INTERSECTION OF SOUTH CENTER AND WEST EIGHTH STREETS, IN THE
 NR0028'SOUTHEAST CORNER OF THE LAWN OF THE CITY PARK, 14.1 METERS (46.3 FT)
 NR0028'WEST OF THE CENTER OF THE STREET, 10.7 METERS (35.1 FT) NORTH OF THE
 NR0028'CENTER OF THE STREET, 5.6 METERS (18.4 FT) NORTH OF THE NORTH CURB OF
 NR0028'WEST EIGHTH STREET, 5.5 METERS (18.0 FT) WEST OF THE WEST CURB OF
 NR0028'SOUTH CENTER STREET AND 0.5 METER (1.6 FT) NORTH OF THE NORTH EDGE OF
 NR0028'A SIDEWALK.
 NR0028'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 NR0028
 NR0028                          STATION RECOVERY (1987)
 NR0028
 NR0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NR0028'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CASPER,
 NR0028'AT THE INTERSECTION OF SOUTH CENTER AND WEST EIGHTH STREETS, NEAR THE
 NR0028'SOUTHEAST CORNER OF THE LAWN OF THE SENIOR CITIZENS CENTER, 42.0 M
 NR0028'(137.8 FT) SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, 14.1 M
 NR0028'(46.3 FT) WEST OF THE CENTERLINE OF CENTER STREET, 12.0 M (39.4 FT)
 NR0028'SOUTH OF THE SOUTH END OF A WAR MEMORIAL MOMUMENT, 10.7 M (35.1 FT)
 NR0028'NORTH OF THE CENTERLINE OF EIGHTH STREET, 4.7 M (15.4 FT) WEST OF A
 NR0028'FIRE HYDRANT, AND 0.5 M (1.6 FT) NORTH OF THE NORTH EDGE OF A
 NR0028'SIDEWALK.
 NR0028'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0349 ***********************************************************************
 NR0349  DESIGNATION -  CASPER
 NR0349  PID         -  NR0349
 NR0349  STATE/COUNTY-  WY/NATRONA
 NR0349  USGS QUAD   -  CRIMSON DAWN (1984)
 NR0349
 NR0349                         *CURRENT SURVEY CONTROL
 NR0349  ___________________________________________________________________
 NR0349* NAD 83(1993)-  42 44 25.37500(N)    106 21 46.13898(W)     ADJUSTED  
 NR0349* NAVD 88     -      2474.8    (meters)    8119.     (feet)  VERTCON   
 NR0349  ___________________________________________________________________
 NR0349  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 NR0349  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 NR0349
 NR0349  HORZ ORDER  -  FIRST
 NR0349
 NR0349.The horizontal coordinates were established by classical geodetic methods
 NR0349.and adjusted by the National Geodetic Survey in January 1997..
 NR0349
 NR0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0349
 NR0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0349
 NR0349.The geoid height was determined by GEOID03.
 NR0349
 NR0349;                    North         East     Units Scale Factor Converg.
 NR0349;SPC WYEC     -   349,271.339   479,464.597   MT  1.00001516   +0 39 31.3
 NR0349;UTM  13      - 4,732,885.747   388,451.708   MT  0.99975308   -0 55 30.0
 NR0349
 NR0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0349!SPC WYEC     -   0.99961399  x   1.00001516  =   0.99962915
 NR0349!UTM  13      -   0.99961399  x   0.99975308  =   0.99936717
 NR0349
 NR0349|---------------------------------------------------------------------|
 NR0349| PID    Reference Object                     Distance      Geod. Az  |
 NR0349|                                                           dddmmss.s |
 NR0349| CP4654 CASPER RM 1                          12.485 METERS 00601     |
 NR0349| NR0355 CASPER HIGH SCHOOL STACK            APPROX.11.6 KM 0131939.0 |
 NR0349| NR0360 CASPER MTN ST PWR LT CO STK         APPROX.13.1 KM 0132317.3 |
 NR0349| NR0358 CASPER C B AND Q RR CO STACK        APPROX.13.2 KM 0134946.3 |
 NR0349| NR0357 CASPER COURTHOUSE FINIAL            APPROX.12.7 KM 0135949.9 |
 NR0349| CP4652 CASPER AZ MK                                       1130652.6 |
 NR0349| CP4653 CASPER AZ MK 2                                     1141600.9 |
 NR0349| CP4655 CASPER RM 2                          17.699 METERS 28437     |
 NR0349|---------------------------------------------------------------------|
 NR0349
 NR0349                          SUPERSEDED SURVEY CONTROL
 NR0349
 NR0349  NAD 83(1986)-  42 44 25.36038(N)    106 21 46.11848(W) AD(       ) 1
 NR0349  NAD 27      -  42 44 25.48500(N)    106 21 44.02100(W) AD(       ) 1
 NR0349  NGVD 29 (09/08/93) 2473.8    (m)         8116.     (f) VERT ANG       
 NR0349
 NR0349.Superseded values are not recommended for survey control.
 NR0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0349.See file dsdata.txt to determine how the superseded data were derived.
 NR0349
 NR0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8845232886(NAD 83)
 NR0349_MARKER: DD = SURVEY DISK
 NR0349_SETTING: 66 = SET IN ROCK OUTCROP
 NR0349_SP_SET: SET IN BEDROCK
 NR0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0349+STABILITY: POSITION/ELEVATION WELL
 NR0349
 NR0349  HISTORY     - Date     Condition        Report By
 NR0349  HISTORY     - 1903     MONUMENTED       USGS
 NR0349  HISTORY     - 1934     GOOD             USGS
 NR0349  HISTORY     - 1948     GOOD             CGS
 NR0349
 NR0349                          STATION DESCRIPTION
 NR0349
 NR0349'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 NR0349'STATION MARK--STANDARD USGS TABLET SET IN BEDROCK PROJECTING 6 IN.,
 NR0349'NOT STAMPED.
 NR0349
 NR0349                          STATION RECOVERY (1934)
 NR0349
 NR0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (WRP)
 NR0349'ABOUT 8 MILES SOUTH OF CASPER AT HEAD OF C.Y. CANYON, IN T. 32 N.,
 NR0349'R. 80 W., ON PARTIALLY-TIMBERED ROCKY KNOB (HIGHER GROUND
 NR0349'TO EAST AND SOUTHEAST).  TO REACH FROM CORNER OF YELLOWSTONE
 NR0349'AND WOLCOTT STREETS IN CASPER, GO SOUTH AND UP GRADE 7.9
 NR0349'MILES ON WOLCOTT STREET (CASPER MOUNTAIN ROAD), PASS BROOKSIDE
 NR0349'INN ON RIGHT SIDE OF ROAD, GO 0.7 MILE TO BARREL SPRING IN
 NR0349'U-TURN IN ROAD, AND CONTINUE 1.1 MILES ON MAIN ROAD, TURN
 NR0349'LEFT AND GO 0.35 MILE, FOLLOW RIGHT FORK (STRAIGHT AHEAD)
 NR0349'0.2 MILE, FOLLOW RIGHT FORK (EADEVILLE ROAD) WEST 0.4 MILE,
 NR0349'FOLLOW LEFT FORK 0.25 MILE, PASS THROUGH WIRE GATE, AND
 NR0349'CONTINUE 0.15 MILE, TURN RIGHT ONTO ROAD PASSING TO RIGHT OF
 NR0349'PEAK AND GO 0.1 MILE TO TOP OF RIDGE IN TIMBER AND END OF
 NR0349'TRUCK TRAVEL, TURN LEFT (WEST) AND GO UP HILL ABOUT 200 YARDS
 NR0349'TO STATION SITE.  MARKED BY U.S. GEOLOGICAL SURVEY TABLET
 NR0349'IN BEDROCK.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NR0349'DISKS IN BEDROCK.  NO. 1 IS 12.68 METERS (41.6 FEET)
 NR0349'FROM STATION.  NO. 2 IS 17.83 METERS
 NR0349'(58.5 FEET) FROM STATION.
 NR0349'DISTANCE BETWEEN REFERENCE MARKS IS 65.95 FEET.  AZIMUTH MARK
 NR0349'IS 25.6 FEET NORTH OF CENTER LINE OF ROAD, AND APPROXIMATELY 1
 NR0349'1/4 MILES (BY ROAD) FROM STATION.
 NR0349'FOLLOWING BEARINGS ARE FROM STATION--CASPER HIGH
 NR0349'SCHOOL, STACK N 13 DEG 20 MIN E.  CASPER, MOUNTAIN STATES
 NR0349'POWER AND LIGHT CO., STACK, N 13 DEG 23 MIN E.  CASPER,
 NR0349'CHICAGO, BURLINGTON AND QUINCY RAILROAD CO., STACK,
 NR0349'N 13 DEG 50 MIN E.  AND CASPER, COURTHOUSE, FINIAL, N 14 DEG E.
 NR0349
 NR0349                          STATION RECOVERY (1948)
 NR0349
 NR0349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0349'STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD CONDITION
 NR0349'AND AS DESCRIBED WITH THE EXCEPTION OF DISTANCES TO REFERENCE MARKS.
 NR0349'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  A NEW
 NR0349'AZIMUTH MARK WAS ESTABLISHED.
 NR0349'
 NR0349'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF CASPER ON
 NR0349'CASPER MOUNTAIN IN A SMALL CLEARED AREA, ON TOP OF A PROMINENT
 NR0349'RIDGE.  THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH
 NR0349'MARK SET IN BEDROCK ON HIGHEST POINT OF RIDGE.  IT PROJECTS
 NR0349'6 INCHES AND IS UNSTAMPED.
 NR0349'
 NR0349'REFERENCE MARK NO. 1 IS SET FLUSH 7
 NR0349'FEET LOWER THAN THE STATION MARK.  IT IS STAMPED, CASPER NO
 NR0349'1 1934.
 NR0349'
 NR0349'REFERENCE MARK NO. 2 IS SET FLUSH 5
 NR0349'FEET LOWER THAN THE STATION MARK.  IT IS STAMPED, CASPER
 NR0349'NO 2 1934.
 NR0349'
 NR0349'THE AZIMUTH MARK IS A REFERENCE MARK,
 NR0349'PROJECTS 6 INCHES, IS SET 100 FEET WEST OF A ROAD AND 3 FEET
 NR0349'WEST OF A WHITE WITNESS POST.  IT IS STAMPED, CASPER AZIMUTH
 NR0349'1948.
 NR0349'
 NR0349'TO REACH THE STATION FROM SECOND STREET IN CASPER.  GO
 NR0349'SOUTH ON WOLCOTT STREET, THE CASPER MOUNTAIN ROAD, 5.1 MILES TO
 NR0349'A FORK.  KEEP TO LEFT, GO 3.0 MILES TO THE BROOKSIDE INN ON
 NR0349'RIGHT.  CONTINUE 1.1 MILE TO A FORK AT END OF PAVEMENT.  TURN
 NR0349'RIGHT, FOLLOW MAIN ROAD 1.65 MILE TO A FORK AT SIGN ON LEFT,
 NR0349'EADSVILLE.  CONTINUE TO RIGHT 0.1 MILE TO AZIMUTH MARK ON RIGHT.
 NR0349'CONTINUE 0.3 MILE TO A FORK.  TURN LEFT, GO 0.2 MILE TO A
 NR0349'FORK.  TURN RIGHT, GO 0.25 MILE THEN TURN LEFT, GO NORTH
 NR0349'0.2 MILE TO TOP OF RIDGE AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0356 ***********************************************************************
 NR0356  DESIGNATION -  CASPER BROADCAST STA RAD MAST
 NR0356  PID         -  NR0356
 NR0356  STATE/COUNTY-  WY/NATRONA
 NR0356  USGS QUAD   -  CASPER (1984)
 NR0356
 NR0356                         *CURRENT SURVEY CONTROL
 NR0356  ___________________________________________________________________
 NR0356* NAD 83(1993)-  42 51 03.36871(N)    106 17 56.16143(W)     ADJUSTED  
 NR0356* NAVD 88     -                                                        
 NR0356  ___________________________________________________________________
 NR0356  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 NR0356  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NR0356
 NR0356  HORZ ORDER  -  THIRD
 NR0356
 NR0356.The horizontal coordinates were established by classical geodetic methods
 NR0356.and adjusted by the National Geodetic Survey in January 1997..
 NR0356
 NR0356
 NR0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0356
 NR0356.The geoid height was determined by GEOID03.
 NR0356
 NR0356;                    North         East     Units Scale Factor Converg.
 NR0356;SPC WYEC     -   361,614.131   484,544.622   MT  1.00002540   +0 42 12.7
 NR0356;UTM  13      - 4,745,079.921   393,869.778   MT  0.99973857   -0 53 00.5
 NR0356
 NR0356                          SUPERSEDED SURVEY CONTROL
 NR0356
 NR0356  NAD 83(1986)-  42 51 03.35544(N)    106 17 56.13985(W) AD(       ) 4
 NR0356  NAD 27      -  42 51 03.47900(N)    106 17 54.05000(W) AD(       ) 3
 NR0356
 NR0356.Superseded values are not recommended for survey control.
 NR0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0356.See file dsdata.txt to determine how the superseded data were derived.
 NR0356
 NR0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9387045080(NAD 83)
 NR0356_MARKER: 42 = RADIO/TV MAST
 NR0356
 NR0356  HISTORY     - Date     Condition        Report By
 NR0356  HISTORY     - 1934     FIRST OBSERVED   CGS
 NR0356
 NR0356                          STATION DESCRIPTION
 NR0356
 NR0356'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0358 ***********************************************************************
 NR0358  DESIGNATION -  CASPER C B AND Q RR CO STACK
 NR0358  PID         -  NR0358
 NR0358  STATE/COUNTY-  WY/NATRONA
 NR0358  USGS QUAD   -  CASPER (1984)
 NR0358
 NR0358                         *CURRENT SURVEY CONTROL
 NR0358  ___________________________________________________________________
 NR0358* NAD 83(1993)-  42 51 20.50214(N)    106 19 27.23282(W)     ADJUSTED  
 NR0358* NAVD 88     -                                                        
 NR0358  ___________________________________________________________________
 NR0358  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 NR0358  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NR0358
 NR0358  HORZ ORDER  -  THIRD
 NR0358
 NR0358.The horizontal coordinates were established by classical geodetic methods
 NR0358.and adjusted by the National Geodetic Survey in January 1997..
 NR0358
 NR0358
 NR0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0358
 NR0358.The geoid height was determined by GEOID03.
 NR0358
 NR0358;                    North         East     Units Scale Factor Converg.
 NR0358;SPC WYEC     -   362,117.734   482,470.621   MT  1.00002114   +0 41 11.0
 NR0358;UTM  13      - 4,745,640.614   391,811.102   MT  0.99974400   -0 54 02.8
 NR0358
 NR0358                          SUPERSEDED SURVEY CONTROL
 NR0358
 NR0358  NAD 83(1986)-  42 51 20.48667(N)    106 19 27.21208(W) AD(       ) 4
 NR0358  NAD 27      -  42 51 20.60200(N)    106 19 25.12000(W) AD(       ) 3
 NR0358
 NR0358.Superseded values are not recommended for survey control.
 NR0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0358.See file dsdata.txt to determine how the superseded data were derived.
 NR0358
 NR0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9181145641(NAD 83)
 NR0358_MARKER: 63 = STACK
 NR0358
 NR0358  HISTORY     - Date     Condition        Report By
 NR0358  HISTORY     - 1934     FIRST OBSERVED   CGS
 NR0358
 NR0358                          STATION DESCRIPTION
 NR0358
 NR0358'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0249 ***********************************************************************
 NR0249  DESIGNATION -  CASPER CBL 0
 NR0249  PID         -  NR0249
 NR0249  STATE/COUNTY-  WY/NATRONA
 NR0249  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0249
 NR0249                         *CURRENT SURVEY CONTROL
 NR0249  ___________________________________________________________________
 NR0249* NAD 83(1986)-  42 42 49.     (N)    106 32 38.     (W)     SCALED    
 NR0249* NAVD 88     -      1597.629  (meters)    5241.55   (feet)  ADJUSTED  
 NR0249  ___________________________________________________________________
 NR0249  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NR0249  DYNAMIC HT  -        1596.609 (meters)    5238.21  (feet)  COMP
 NR0249  MODELED GRAV-     979,926.5   (mgal)                       NAVD 88
 NR0249
 NR0249  VERT ORDER  -  FIRST     CLASS II
 NR0249
 NR0249.The horizontal coordinates were scaled from a topographic map and have
 NR0249.an estimated accuracy of +/- 6 seconds.
 NR0249
 NR0249.The orthometric height was determined by differential leveling
 NR0249.and adjusted by the National Geodetic Survey in June 1991..
 NR0249
 NR0249.The geoid height was determined by GEOID03.
 NR0249
 NR0249.The dynamic height is computed by dividing the NAVD 88
 NR0249.geopotential number by the normal gravity value computed on the
 NR0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0249.degrees latitude (g = 980.6199 gals.).
 NR0249
 NR0249.The modeled gravity was interpolated from observed gravity values.
 NR0249
 NR0249;                    North         East    Units  Estimated Accuracy
 NR0249;SPC WYEC     -   346,140.      464,670.      MT  (+/- 180 meters Scaled)
 NR0249
 NR0249                          SUPERSEDED SURVEY CONTROL
 NR0249
 NR0249  NGVD 29 (06/08/92) 1596.741  (m)         5238.64   (f) ADJUSTED    1 2
 NR0249
 NR0249.Superseded values are not recommended for survey control.
 NR0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0249.See file dsdata.txt to determine how the superseded data were derived.
 NR0249
 NR0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH735301(NAD 83)
 NR0249_MARKER: DQ = CALIBRATION BASE LINE DISK
 NR0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0249_SP_SET: CONCRETE POST
 NR0249_STAMPING: 0 1983
 NR0249_MARK LOGO: NGS   
 NR0249_PROJECTION: PROJECTING 3 CENTIMETERS
 NR0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 NR0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0249+STABILITY: SURFACE MOTION
 NR0249
 NR0249  HISTORY     - Date     Condition        Report By
 NR0249  HISTORY     - 1983     MONUMENTED       NGS
 NR0249  HISTORY     - 1983     GOOD             NGS
 NR0249  HISTORY     - 19841010 GOOD             NGS
 NR0249
 NR0249                          STATION DESCRIPTION
 NR0249
 NR0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NR0249'19.9 KM (12.35 MI) SW FROM CASPER.
 NR0249'19.9 KM (12.35 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0249'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.6 KM (0.35 MI) SOUTHWEST
 NR0249'OF THE INTERSECTION OF MEDICINE BOW ROAD LEADING SOUTHWEST, 60.7
 NR0249'METERS (199.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 48.8
 NR0249'METERS (160.1 FT) SOUTHWEST OF BENCH MARK D 32, 15.2 METERS (49.9 FT)
 NR0249'SOUTHWEST OF THE CENTER OF A DRIVEWAY.  NOTE, THE DISK IS A STANDARD
 NR0249'CALIBRATION BASELINE DISK.
 NR0249'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 NR0249'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 NR0249
 NR0249                          STATION RECOVERY (1984)
 NR0249
 NR0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NR0249'THIS CALIBRATION BASE LINE WAS READJUSTED ON MARCH 7, 1990.  THE
 NR0249'ORIGINAL ADJUSTMENT (DATED OCTOBER 17, 1988) WAS MADE USING
 NR0249'INCORRECTLY CALIBRATED INVAR TAPES.
 NR0249' 
 NR0249'THE BASE LINE IS LOCATED ABOUT 22.5 KM (14.0 MI) SOUTHWEST OF CASPER,
 NR0249'ABOUT 4.8 KM (3.0 MI) NORTHEAST OF THE JUNCTION OF WYOMING STATE
 NR0249'HIGHWAY 220 AND WYOMING STATE HIGHWAY 487 AND IS SET NORTHWEST OF AND
 NR0249'PARALLEL TO STATE HIGHWAY 220.
 NR0249' 
 NR0249'TO REACH THE BASE LINE FROM THE JUNCTION OF WYOMING STATE HIGHWAY 220
 NR0249'AND STATE SECONDARY ROAD 258, WHICH IS OUTER DRIVE AND IS LOCATED IN
 NR0249'THE SOUTHWEST SECTION OF CASPER, GO SOUTHWEST ALONG STATE HIGHWAY 220
 NR0249'FOR 20.1 KM (12.5 MI) TO A DIRT ROAD RIGHT. TURN RIGHT AND GO NORTH
 NR0249'ALONG THE DIRT ROAD FOR 36.6 M (120.0 FT) TO THE 0 METER POINT ON THE
 NR0249'LEFT. THE 150, 430, AND 1400 METER POINTS ARE 0.2 KM (0.1 MI), 0.24 KM
 NR0249'(0.15 MI), AND 1.0 KM (0.6 MI) RESPECTIVELY, SOUTHWEST ALONG STATE
 NR0249'HIGHWAY 220 FROM THE 0 METER POINT.
 NR0249' 
 NR0249'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 NR0249'THE NORTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER
 NR0249'POINTS. THERE IS A DISK SET AT 100 FEET NORTH-NORTHWEST OF THE 0 METER
 NR0249'POINT TO BE USED FOR TAPE CALIBRATION. THE BASE LINE IS SET IN THE
 NR0249'APPROXIMATE CENTER OF A LARGE HIGHWAY EASEMENT BETWEEN STATE HIGHWAY
 NR0249'220 AND A WIRE FENCE. THERE IS AN UPHILL SLOPE FROM THE 430 METER
 NR0249'POINT TO THE 1400 METER POINT. THE HORIZONTAL DISTANCE FROM 0 TO THE
 NR0249'100 FOOT TAPING MARK MEASURED 30.460 M OR 99.93 FT.
 NR0249' 
 NR0249'THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 NR0249'STAMPED--0 1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33 CM
 NR0249'(13.0 IN) IN DIAMETER PROJECTING 13 CM (5.0 IN) ABOVE THE GROUND, 38.1
 NR0249'M (125.0 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A DIRT ROAD LEADING
 NR0249'WEST, 36.6 M (120.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF
 NR0249'STATE HIGHWAY 220, 16.8 M (55.0 FT) SOUTHWEST FROM THE CENTER OF A
 NR0249'DIRT ROAD LEADING NORTH, AND 1.0 M (3.3 FT) NORTHWEST OF A WITNESS
 NR0249'POST. THE 0 METER POINT IS SET ABOUT 0.9 M (3.0 FT) ABOVE THE LEVEL OF
 NR0249'A DIRT ROAD LEADING NORTH.
 NR0249' 
 NR0249'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 NR0249'ELEVATIONS ARE FOR CBL USE ONLY.
 NR0249' 
 NR0249'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE PROFESSIONAL
 NR0249'LAND SURVEYORS OF WYOMING. FOR FURTHER INFORMATION CONTACT PAUL A.
 NR0249'REID, PATH FINDER ENGINEERING AND LAND SURVEYING INC., P.O. BOX 9250,
 NR0249'CASPER, WYOMING, 82609. TELEPHONE (307) 266-3809.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0251 ***********************************************************************
 NR0251  DESIGNATION -  CASPER CBL 1400
 NR0251  PID         -  NR0251
 NR0251  STATE/COUNTY-  WY/NATRONA
 NR0251  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0251
 NR0251                         *CURRENT SURVEY CONTROL
 NR0251  ___________________________________________________________________
 NR0251* NAD 83(1986)-  42 42 31.     (N)    106 33 33.     (W)     SCALED    
 NR0251* NAVD 88     -      1603.509  (meters)    5260.85   (feet)  ADJUSTED  
 NR0251  ___________________________________________________________________
 NR0251  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NR0251  DYNAMIC HT  -        1602.482 (meters)    5257.48  (feet)  COMP
 NR0251  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 NR0251
 NR0251  VERT ORDER  -  FIRST     CLASS II
 NR0251
 NR0251.The horizontal coordinates were scaled from a topographic map and have
 NR0251.an estimated accuracy of +/- 6 seconds.
 NR0251
 NR0251.The orthometric height was determined by differential leveling
 NR0251.and adjusted by the National Geodetic Survey in June 1991..
 NR0251
 NR0251.The geoid height was determined by GEOID03.
 NR0251
 NR0251.The dynamic height is computed by dividing the NAVD 88
 NR0251.geopotential number by the normal gravity value computed on the
 NR0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0251.degrees latitude (g = 980.6199 gals.).
 NR0251
 NR0251.The modeled gravity was interpolated from observed gravity values.
 NR0251
 NR0251;                    North         East    Units  Estimated Accuracy
 NR0251;SPC WYEC     -   345,580.      463,420.      MT  (+/- 180 meters Scaled)
 NR0251
 NR0251                          SUPERSEDED SURVEY CONTROL
 NR0251
 NR0251  NGVD 29 (06/08/92) 1602.617  (m)         5257.92   (f) ADJUSTED    1 2
 NR0251
 NR0251.Superseded values are not recommended for survey control.
 NR0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0251.See file dsdata.txt to determine how the superseded data were derived.
 NR0251
 NR0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH723296(NAD 83)
 NR0251_MARKER: DQ = CALIBRATION BASE LINE DISK
 NR0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0251_SP_SET: CONCRETE POST
 NR0251_STAMPING: 1400 1983
 NR0251_MARK LOGO: NGS   
 NR0251_PROJECTION: PROJECTING 6 CENTIMETERS
 NR0251_MAGNETIC: N = NO MAGNETIC MATERIAL
 NR0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0251+STABILITY: SURFACE MOTION
 NR0251
 NR0251  HISTORY     - Date     Condition        Report By
 NR0251  HISTORY     - 1983     MONUMENTED       NGS
 NR0251  HISTORY     - 1983     GOOD             NGS
 NR0251  HISTORY     - 19841010 GOOD             NGS
 NR0251
 NR0251                          STATION DESCRIPTION
 NR0251
 NR0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NR0251'21.3 KM (13.25 MI) SW FROM CASPER.
 NR0251'21.3 KM (13.25 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0251'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, AND 60.7 METERS (199.1 FT)
 NR0251'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE, THE DISK IS A
 NR0251'STANDARD CALIBRATION BASELINE DISK.
 NR0251'THE MARK IS 1.0 METERS  NW FROM A WITNESS POST.
 NR0251'THE MARK IS 1.0 M ABOVE THE HIKHWAY.
 NR0251
 NR0251                          STATION RECOVERY (1984)
 NR0251
 NR0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NR0251'THIS CALIBRATION BASE LINE WAS READJUSTED ON MARCH 7, 1990.  THE
 NR0251'ORIGINAL ADJUSTMENT (DATED OCTOBER 17, 1988) WAS MADE USING
 NR0251'INCORRECTLY CALIBRATED INVAR TAPES.
 NR0251' 
 NR0251'THE BASE LINE IS LOCATED ABOUT 22.5 KM (14.0 MI) SOUTHWEST OF CASPER,
 NR0251'ABOUT 4.8 KM (3.0 MI) NORTHEAST OF THE JUNCTION OF WYOMING STATE
 NR0251'HIGHWAY 220 AND WYOMING STATE HIGHWAY 487 AND IS SET NORTHWEST OF AND
 NR0251'PARALLEL TO STATE HIGHWAY 220.
 NR0251' 
 NR0251'TO REACH THE BASE LINE FROM THE JUNCTION OF WYOMING STATE HIGHWAY 220
 NR0251'AND STATE SECONDARY ROAD 258, WHICH IS OUTER DRIVE AND IS LOCATED IN
 NR0251'THE SOUTHWEST SECTION OF CASPER, GO SOUTHWEST ALONG STATE HIGHWAY 220
 NR0251'FOR 20.1 KM (12.5 MI) TO A DIRT ROAD RIGHT. TURN RIGHT AND GO NORTH
 NR0251'ALONG THE DIRT ROAD FOR 36.6 M (120.0 FT) TO THE 0 METER POINT ON THE
 NR0251'LEFT. THE 150, 430, AND 1400 METER POINTS ARE 0.2 KM (0.1 MI), 0.24 KM
 NR0251'(0.15 MI), AND 1.0 KM (0.6 MI) RESPECTIVELY, SOUTHWEST ALONG STATE
 NR0251'HIGHWAY 220 FROM THE 0 METER POINT.
 NR0251' 
 NR0251'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON
 NR0251'THE NORTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER
 NR0251'POINTS. THERE IS A DISK SET AT 100 FEET NORTH-NORTHWEST OF THE 0 METER
 NR0251'POINT TO BE USED FOR TAPE CALIBRATION. THE BASE LINE IS SET IN THE
 NR0251'APPROXIMATE CENTER OF A LARGE HIGHWAY EASEMENT BETWEEN STATE HIGHWAY
 NR0251'220 AND A WIRE FENCE. THERE IS AN UPHILL SLOPE FROM THE 430 METER
 NR0251'POINT TO THE 1400 METER POINT. THE HORIZONTAL DISTANCE FROM 0 TO THE
 NR0251'100 FOOT TAPING MARK MEASURED 30.460 M OR 99.93 FT.
 NR0251' 
 NR0251'THE 1400 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 NR0251'STAMPED--1400 1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 33
 NR0251'CM (13.0 IN) IN DIAMETER PROJECTING 10 CM (4.0 IN) ABOVE THE GROUND,
 NR0251'54.9 M (180.0 FT) SOUTH-SOUTHEAST FROM A WIRE FENCE, 39.6 M (130.0 FT)
 NR0251'NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF STATE HIGHWAY 220, 1.3 M
 NR0251'(4.3 FT) NORTHWEST OF A WITNESS POST, AND 0.6 M (2.1 FT)
 NR0251'SOUTH-SOUTHEAST FROM A METAL POST.  THE 1400 METER POINT IS SET ABOUT
 NR0251'0.6 M (2.0 FT) BELOW THE LEVEL OF STATE HIGHWAY 220.
 NR0251' 
 NR0251'USER NOTES-- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 NR0251'ELEVATIONS ARE FOR CBL USE ONLY.
 NR0251' 
 NR0251'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE PROFESSIONAL
 NR0251'LAND SURVEYORS OF WYOMING. FOR FURTHER INFORMATION CONTACT PAUL A.
 NR0251'REID, PATH FINDER ENGINEERING AND LAND SURVEYING INC., P.O. BOX 9250,
 NR0251'CASPER, WYOMING, 82609. TELEPHONE (307) 266-3809.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5435 ***********************************************************************
 AI5435  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI5435  DESIGNATION -  CASPER CORS ARP
 AI5435  CORS_ID     -  CASP
 AI5435  PID         -  AI5435
 AI5435  STATE/COUNTY-  WY/NATRONA
 AI5435  USGS QUAD   -  GOOSE EGG (1984)
 AI5435
 AI5435                         *CURRENT SURVEY CONTROL
 AI5435  ___________________________________________________________________
 AI5435* NAD 83(CORS)-  42 49 08.99846(N)    106 23 02.61494(W)     ADJUSTED  
 AI5435* NAVD 88     -      1585.1    (meters)    5200.     (feet)  GPS OBS   
 AI5435  ___________________________________________________________________
 AI5435  EPOCH DATE  -        2002.00
 AI5435  X           -  -1,322,022.503 (meters)                     COMP
 AI5435  Y           -  -4,496,465.341 (meters)                     COMP
 AI5435  Z           -   4,313,856.603 (meters)                     COMP
 AI5435  ELLIP HEIGHT-        1572.20  (meters)          (03/??/02) GPS OBS
 AI5435  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 AI5435
 AI5435  HORZ ORDER  -  SPECIAL (CORS)
 AI5435  ELLP ORDER  -  SPECIAL (CORS)
 AI5435
 AI5435.ITRF positions are available for this station.
 AI5435.The coordinates were established by GPS observations
 AI5435.and adjusted by the National Geodetic Survey in March 2002..
 AI5435.The coordinates are valid at the epoch date displayed above.
 AI5435.The epoch date for horizontal control is a decimal equivalence
 AI5435.of Year/Month/Day.
 AI5435
 AI5435.The orthometric height was determined by GPS observations and a
 AI5435.high-resolution geoid model.
 AI5435
 AI5435.The PID for the CORS L1 Phase Center is DF3998.
 AI5435
 AI5435.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI5435
 AI5435.The ellipsoidal height was determined by GPS observations
 AI5435.and is referenced to NAD 83.
 AI5435
 AI5435.The geoid height was determined by GEOID03.
 AI5435
 AI5435;                    North         East     Units Scale Factor Converg.
 AI5435;SPC WYEC     -   358,003.134   477,626.723   MT  1.00001161   +0 38 42.9
 AI5435
 AI5435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5435!SPC WYEC     -   0.99975350  x   1.00001161  =   0.99976510
 AI5435
 AI5435                          SUPERSEDED SURVEY CONTROL
 AI5435
 AI5435  NAD 83(CORS)-  42 49 08.99784(N)    106 23 02.61495(W) AD(1997.00) c
 AI5435  ELLIP H (05/??/00) 1572.17   (m)                       GP(1997.00) c c
 AI5435
 AI5435.Superseded values are not recommended for survey control.
 AI5435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5435.See file dsdata.txt to determine how the superseded data were derived.
 AI5435
 AI5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8685641663(NAD 83)
 AI5435_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI5435
 AI5435                          STATION DESCRIPTION
 AI5435
 AI5435'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI5435'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI5435'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI5435'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI5435'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI5435'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DF3998 ***********************************************************************
 DF3998  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF3998  DESIGNATION -  CASPER CORS L1 PHASE CENTER
 DF3998  CORS_ID     -  CASP
 DF3998  PID         -  DF3998
 DF3998  STATE/COUNTY-  WY/NATRONA
 DF3998  USGS QUAD   -  GOOSE EGG (1984)
 DF3998
 DF3998                         *CURRENT SURVEY CONTROL
 DF3998  ___________________________________________________________________
 DF3998* NAD 83(CORS)-  42 49 08.99846(N)    106 23 02.61489(W)     ADJUSTED  
 DF3998* NAVD 88     -                                                        
 DF3998  ___________________________________________________________________
 DF3998  EPOCH DATE  -        2002.00
 DF3998  X           -  -1,322,022.517 (meters)                     COMP
 DF3998  Y           -  -4,496,465.391 (meters)                     COMP
 DF3998  Z           -   4,313,856.650 (meters)                     COMP
 DF3998  ELLIP HEIGHT-        1572.27  (meters)          (03/??/02) GPS OBS
 DF3998  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 DF3998
 DF3998  HORZ ORDER  -  SPECIAL (CORS)
 DF3998  ELLP ORDER  -  SPECIAL (CORS)
 DF3998
 DF3998.ITRF positions are available for this station.
 DF3998.The coordinates were established by GPS observations
 DF3998.and adjusted by the National Geodetic Survey in March 2002..
 DF3998.The coordinates are valid at the epoch date displayed above.
 DF3998.The epoch date for horizontal control is a decimal equivalence
 DF3998.of Year/Month/Day.
 DF3998
 DF3998
 DF3998.The PID for the CORS ARP is AI5435.
 DF3998
 DF3998.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF3998
 DF3998.The ellipsoidal height was determined by GPS observations
 DF3998.and is referenced to NAD 83.
 DF3998
 DF3998.The geoid height was determined by GEOID03.
 DF3998
 DF3998;                    North         East     Units Scale Factor Converg.
 DF3998;SPC WYEC     -   358,003.134   477,626.724   MT  1.00001161   +0 38 42.9
 DF3998
 DF3998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3998!SPC WYEC     -   0.99975349  x   1.00001161  =   0.99976509
 DF3998
 DF3998                          SUPERSEDED SURVEY CONTROL
 DF3998
 DF3998  NAD 83(CORS)-  42 49 08.99783(N)    106 23 02.61490(W) AD(1997.00) c
 DF3998  ELLIP H (05/??/00) 1572.25   (m)                       GP(1997.00) c c
 DF3998
 DF3998.Superseded values are not recommended for survey control.
 DF3998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3998.See file dsdata.txt to determine how the superseded data were derived.
 DF3998
 DF3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8685641663(NAD 83)
 DF3998_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF3998
 DF3998                          STATION DESCRIPTION
 DF3998
 DF3998'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF3998'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF3998'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF3998'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF3998'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF3998'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0357 ***********************************************************************
 NR0357  DESIGNATION -  CASPER COURTHOUSE FINIAL
 NR0357  PID         -  NR0357
 NR0357  STATE/COUNTY-  WY/NATRONA
 NR0357  USGS QUAD   -  CASPER (1984)
 NR0357
 NR0357                         *CURRENT SURVEY CONTROL
 NR0357  ___________________________________________________________________
 NR0357* NAD 83(1993)-  42 51 05.39210(N)    106 19 30.60945(W)     ADJUSTED  
 NR0357* NAVD 88     -                                                        
 NR0357  ___________________________________________________________________
 NR0357  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 NR0357  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NR0357
 NR0357  HORZ ORDER  -  THIRD
 NR0357
 NR0357.The horizontal coordinates were established by classical geodetic methods
 NR0357.and adjusted by the National Geodetic Survey in January 1997..
 NR0357
 NR0357
 NR0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0357
 NR0357.The geoid height was determined by GEOID03.
 NR0357
 NR0357;                    North         East     Units Scale Factor Converg.
 NR0357;SPC WYEC     -   361,650.569   482,399.545   MT  1.00002100   +0 41 08.5
 NR0357;UTM  13      - 4,745,175.726   391,727.138   MT  0.99974422   -0 54 04.8
 NR0357
 NR0357                          SUPERSEDED SURVEY CONTROL
 NR0357
 NR0357  NAD 83(1986)-  42 51 05.38510(N)    106 19 30.58764(W) AD(       ) 4
 NR0357  NAD 27      -  42 51 05.50000(N)    106 19 28.49000(W) AD(       ) 3
 NR0357
 NR0357.Superseded values are not recommended for survey control.
 NR0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0357.See file dsdata.txt to determine how the superseded data were derived.
 NR0357
 NR0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9172745176(NAD 83)
 NR0357_MARKER: 82 = FINIAL
 NR0357
 NR0357  HISTORY     - Date     Condition        Report By
 NR0357  HISTORY     - 1934     FIRST OBSERVED   CGS
 NR0357
 NR0357                          STATION DESCRIPTION
 NR0357
 NR0357'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0355 ***********************************************************************
 NR0355  DESIGNATION -  CASPER HIGH SCHOOL STACK
 NR0355  PID         -  NR0355
 NR0355  STATE/COUNTY-  WY/NATRONA
 NR0355  USGS QUAD   -  CASPER (1984)
 NR0355
 NR0355                         *CURRENT SURVEY CONTROL
 NR0355  ___________________________________________________________________
 NR0355* NAD 83(1993)-  42 50 30.44235(N)    106 19 48.61267(W)     ADJUSTED  
 NR0355* NAVD 88     -                                                        
 NR0355  ___________________________________________________________________
 NR0355  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 NR0355  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 NR0355
 NR0355  HORZ ORDER  -  THIRD
 NR0355
 NR0355.The horizontal coordinates were established by classical geodetic methods
 NR0355.and adjusted by the National Geodetic Survey in January 1997..
 NR0355
 NR0355
 NR0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0355
 NR0355.The geoid height was determined by GEOID03.
 NR0355
 NR0355;                    North         East     Units Scale Factor Converg.
 NR0355;SPC WYEC     -   360,567.256   482,003.649   MT  1.00002020   +0 40 55.8
 NR0355;UTM  13      - 4,744,104.087   391,301.511   MT  0.99974536   -0 54 16.5
 NR0355
 NR0355                          SUPERSEDED SURVEY CONTROL
 NR0355
 NR0355  NAD 83(1986)-  42 50 30.42843(N)    106 19 48.59143(W) AD(       ) 4
 NR0355  NAD 27      -  42 50 30.55200(N)    106 19 46.49700(W) AD(       ) 3
 NR0355
 NR0355.Superseded values are not recommended for survey control.
 NR0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0355.See file dsdata.txt to determine how the superseded data were derived.
 NR0355
 NR0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9130244104(NAD 83)
 NR0355_MARKER: 63 = STACK
 NR0355
 NR0355  HISTORY     - Date     Condition        Report By
 NR0355  HISTORY     - 1934     FIRST OBSERVED   CGS
 NR0355
 NR0355                          STATION DESCRIPTION
 NR0355
 NR0355'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0360 ***********************************************************************
 NR0360  DESIGNATION -  CASPER MTN ST PWR LT CO STK
 NR0360  PID         -  NR0360
 NR0360  STATE/COUNTY-  WY/NATRONA
 NR0360  USGS QUAD   -  CASPER (1984)
 NR0360
 NR0360                         *CURRENT SURVEY CONTROL
 NR0360  ___________________________________________________________________
 NR0360* NAD 83(1993)-  42 51 18.24255(N)    106 19 32.56763(W)     ADJUSTED  
 NR0360* NAVD 88     -                                                        
 NR0360  ___________________________________________________________________
 NR0360  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 NR0360  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NR0360
 NR0360  HORZ ORDER  -  THIRD
 NR0360
 NR0360.The horizontal coordinates were established by classical geodetic methods
 NR0360.and adjusted by the National Geodetic Survey in January 1997..
 NR0360
 NR0360
 NR0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0360
 NR0360.The geoid height was determined by GEOID03.
 NR0360
 NR0360;                    North         East     Units Scale Factor Converg.
 NR0360;SPC WYEC     -   362,046.560   482,350.344   MT  1.00002090   +0 41 07.3
 NR0360;UTM  13      - 4,745,572.818   391,688.934   MT  0.99974432   -0 54 06.4
 NR0360
 NR0360                          SUPERSEDED SURVEY CONTROL
 NR0360
 NR0360  NAD 83(1986)-  42 51 18.22807(N)    106 19 32.54666(W) AD(       ) 4
 NR0360  NAD 27      -  42 51 18.35200(N)    106 19 30.45300(W) AD(       ) 3
 NR0360
 NR0360.Superseded values are not recommended for survey control.
 NR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0360.See file dsdata.txt to determine how the superseded data were derived.
 NR0360
 NR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9168945573(NAD 83)
 NR0360_MARKER: 63 = STACK
 NR0360
 NR0360  HISTORY     - Date     Condition        Report By
 NR0360  HISTORY     - 1934     FIRST OBSERVED   CGS
 NR0360
 NR0360                          STATION DESCRIPTION
 NR0360
 NR0360'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0107 ***********************************************************************
 NQ0107  DESIGNATION -  CASSA
 NQ0107  PID         -  NQ0107
 NQ0107  STATE/COUNTY-  WY/PLATTE
 NQ0107  USGS QUAD   -  CASSA (1990)
 NQ0107
 NQ0107                         *CURRENT SURVEY CONTROL
 NQ0107  ___________________________________________________________________
 NQ0107* NAD 83(1993)-  42 24 54.92649(N)    104 57 02.03740(W)     ADJUSTED  
 NQ0107* NAVD 88     -      1368.682  (meters)    4490.42   (feet)  ADJUSTED  
 NQ0107  ___________________________________________________________________
 NQ0107  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 NQ0107  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 NQ0107  DYNAMIC HT  -        1367.865 (meters)    4487.74  (feet)  COMP
 NQ0107  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 NQ0107
 NQ0107  HORZ ORDER  -  SECOND
 NQ0107  VERT ORDER  -  FIRST     CLASS II
 NQ0107
 NQ0107.The horizontal coordinates were established by classical geodetic methods
 NQ0107.and adjusted by the National Geodetic Survey in January 1997..
 NQ0107
 NQ0107.The orthometric height was determined by differential leveling
 NQ0107.and adjusted by the National Geodetic Survey in June 1991..
 NQ0107
 NQ0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0107
 NQ0107.The geoid height was determined by GEOID03.
 NQ0107
 NQ0107.The dynamic height is computed by dividing the NAVD 88
 NQ0107.geopotential number by the normal gravity value computed on the
 NQ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0107.degrees latitude (g = 980.6199 gals.).
 NQ0107
 NQ0107.The modeled gravity was interpolated from observed gravity values.
 NQ0107
 NQ0107;                    North         East     Units Scale Factor Converg.
 NQ0107;SPC WY E     -   212,723.131   217,786.125   MT  0.99994139   +0 08 44.7
 NQ0107;UTM  13      - 4,695,884.631   504,067.286   MT  0.99960020   +0 02 00.0
 NQ0107
 NQ0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0107!SPC WY E     -   0.99978760  x   0.99994139  =   0.99972900
 NQ0107!UTM  13      -   0.99978760  x   0.99960020  =   0.99938788
 NQ0107
 NQ0107|---------------------------------------------------------------------|
 NQ0107| PID    Reference Object                     Distance      Geod. Az  |
 NQ0107|                                                           dddmmss.s |
 NQ0107| NQ0106 CASSA RM 2                            9.029 METERS 00644     |
 NQ0107| NQ0109 O 1                                  16.150 METERS 17341     |
 NQ0107| NQ0110 CASSA AZ MK                                        1772636.4 |
 NQ0107| NQ0108 CASSA RM 1                            8.900 METERS 26913     |
 NQ0107|---------------------------------------------------------------------|
 NQ0107
 NQ0107                          SUPERSEDED SURVEY CONTROL
 NQ0107
 NQ0107  NAD 83(1986)-  42 24 54.90505(N)    104 57 02.02848(W) AD(       ) 2
 NQ0107  NAD 27      -  42 24 55.01200(N)    104 57 00.13700(W) AD(       ) 2
 NQ0107  NGVD 29 (??/??/92) 1367.917  (m)         4487.91   (f) ADJ UNCH    1 2
 NQ0107
 NQ0107.Superseded values are not recommended for survey control.
 NQ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0107.See file dsdata.txt to determine how the superseded data were derived.
 NQ0107
 NQ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0406795885(NAD 83)
 NQ0107_MARKER: DS = TRIANGULATION STATION DISK
 NQ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0107_STAMPING: CASSA 1948
 NQ0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0107+STABILITY: SURFACE MOTION
 NQ0107
 NQ0107  HISTORY     - Date     Condition        Report By
 NQ0107  HISTORY     - 1948     MONUMENTED       CGS
 NQ0107  HISTORY     - 1956     GOOD             CGS
 NQ0107  HISTORY     - 1956     GOOD             NGS
 NQ0107  HISTORY     - 20000607 MARK NOT FOUND   USGS
 NQ0107
 NQ0107                          STATION DESCRIPTION
 NQ0107
 NQ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0107'STATION IS LOCATED IN THE LOW, FLAT AREA NEAR THE NORTH PLATTE
 NQ0107'RIVER, ABOUT 7.5 MILES AIR LINE SOUTHEAST OF GLENDO, 40 FEET EAST
 NQ0107'OF THE MOST EASTERLY OF THREE TRACKS OF THE CHICAGO, BURLINGTON
 NQ0107'AND QUINCY RAILROAD AT CASSA SIDING, 8 PACES NORTH OF TELEPHONE
 NQ0107'POLE, 8 PACES EAST OF MAIL PICKUP HANGER, 4 FEET WEST OF
 NQ0107'WHITE WITNESS POST, PROJECTS 6 INCHES, AND STAMPED, CASSA 1948.
 NQ0107'
 NQ0107'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET HIGHER THAN STATION,
 NQ0107'3 PACES EAST OF EAST TRACK, 2 PACES SOUTH OF MAIL PICKUP HANGAR,
 NQ0107'PROJECTS 4 INCHES, AND STAMPED, CASSA NO 1 1948.
 NQ0107'
 NQ0107'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 NQ0107'STATION, 40 FEET EAST OF EAST TRACK, 1 FOOT WEST OF
 NQ0107'EAST RIGHT-OF-WAY FENCE, PROJECTS 4 INCHES, AND STAMPED, CASSA
 NQ0107'NO 2 1948.
 NQ0107'
 NQ0107'REFERENCE MARK NO. 3 IS THE U.S.C. AND G.S. BENCH MARK 0.1.
 NQ0107'IT IS A WYOMING SANDSTONE POST WITH A SQUARE HOLE IN THE TOP
 NQ0107'SURRONDED BY THE LETTERS USBM AND IS ABOUT 0.6 FOOT LOWER
 NQ0107'THAN THE STATION.
 NQ0107'
 NQ0107'AZIMUTH MARK IS ABOUT 200 FEET NORTH OF WOODEN RAILROAD WATER
 NQ0107'TANK, 50 FEET WEST OF EAST RIGHT-OF-WAY FENCE, 40 FEET EAST
 NQ0107'OF EAST TRACK, 3 FEET WEST OF TELEPHONE POLE, 3 FEET NORTH OF
 NQ0107'WHITE WITNESS POST, PROJECTS 5 INCHES, AND STAMPED, CASSA
 NQ0107'1948.
 NQ0107'
 NQ0107'TO REACH FROM POST OFFICE IN GLENDO, GO SOUTHWEST ON U.S. HIGHWAY
 NQ0107'87 FOR 6.3 MILES TO A SIDE ROAD LEFT--TURN LEFT AND FOLLOW
 NQ0107'GRADED ROAD FOR 2.3 MILES TO FORK, JUST BEFORE CROSSING RAILROAD
 NQ0107'TRACKS.  TURN RIGHT AND FOLLOW ROAD FOR 0.65 MILE TO A ROAD
 NQ0107'LEFT.  TURN LEFT AND FOLLOW ROAD FOR 0.1 MILE TO AN OLD BOX
 NQ0107'CAR USED FOR RAILROAD STATION.  TURN RIGHT AND FOLLOW ALONG WEST
 NQ0107'SIDE OF EAST RIGHT-OF-WAY FENCE LINE FOR 0.1 MILE TO STATION
 NQ0107'AS DESCRIBED ABOVE.  A DRIVE STATION.
 NQ0107
 NQ0107                          STATION RECOVERY (1956)
 NQ0107
 NQ0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NQ0107'8.45 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0107'RAILROAD FROM THE STATION AT GLENDO, 0.15 MILE SOUTH OF THE
 NQ0107'VACANT STATION AT CASSA, 7-1/2 RAILS SOUTH OF A ROAD CROSSING,
 NQ0107'36.6 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 30.3 FEET
 NQ0107'NORTH OF A TELEPHONE POLE, 6 FEET WEST OF A FENCE, 1.2 FEET
 NQ0107'SOUTH OF A WITNESS POST, IN THE SOUTHEAST 1/4 OF SECTION 12,
 NQ0107'TOWNSHIP 28 NORTH, RANGE 68 WEST, A TRIANGULATION STATION
 NQ0107'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 NQ0107'FOOT ABOVE THE GROUND, STAMPED CASSA 1948.
 NQ0107'
 NQ0107'CASSA R.M. 1 IS 29.2 FEET WEST OF TRIANGULATION STATION CASSA
 NQ0107'1948, 7.4 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 NQ0107'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NQ0107'PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED CASSA NO 1 1948.
 NQ0107'
 NQ0107'CASSA R.M. 2 IS 29.7 FEET NORTH OF TRIANGULATION STATION CASSA
 NQ0107'1948, 41.4 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, A
 NQ0107'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NQ0107'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED CASSA NO 2 1948.
 NQ0107'
 NQ0107'CASSA 1948 AZIMUTH IS 0.25 MILE SOUTHEAST OF TRIANGULATION
 NQ0107'STATION CASSA 1948, 34.4 FEET EAST OF THE EAST RAIL OF THE MAIN
 NQ0107'TRACK, 0.4 MILE SOUTH OF THE VACANT STATION AT CASSA, 3.4 FEET
 NQ0107'WEST OF A TELEPHONE POLE, 64 FEET WEST OF A FENCE, 2.3 FEET
 NQ0107'NORTH OF A WITNESS POST, IN THE NORTHEAST 1/4 OF SECTION 13,
 NQ0107'TOWNSHIP 28 NORTH, RANGE 68 WEST, AN AZIMUTH MARK DISK SET
 NQ0107'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 NQ0107'THE GROUND, STAMPED CASSA 1948
 NQ0107
 NQ0107                          STATION RECOVERY (1956)
 NQ0107
 NQ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NQ0107'8.4 MI SE FROM GLENDO.
 NQ0107'8.45 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0107'RAILROAD FROM THE STATION AT GLENDO, 0.15 MILE SOUTH OF THE
 NQ0107'VACANT STATION AT CASA, 7 1/2 RAILS SOUTH OF A ROAD CROSSING,
 NQ0107'36.6 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 30.3 FEET
 NQ0107'NORTH OF A TELEPHONE POLE, 6 FEET WEST OF A FENCE, 1.2 FEET
 NQ0107'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NQ0107'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4
 NQ0107'OF SECTION 12, TOWNSHIP 28 NORTH, RANGE 68 WEST.
 NQ0107
 NQ0107                          STATION RECOVERY (2000)
 NQ0107
 NQ0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0107'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0110 ***********************************************************************
 NQ0110  DESIGNATION -  CASSA AZ MK
 NQ0110  PID         -  NQ0110
 NQ0110  STATE/COUNTY-  WY/PLATTE
 NQ0110  USGS QUAD   -  CASSA (1990)
 NQ0110
 NQ0110                         *CURRENT SURVEY CONTROL
 NQ0110  ___________________________________________________________________
 NQ0110* NAD 83(1986)-  42 24 41.     (N)    104 56 58.     (W)     SCALED    
 NQ0110* NAVD 88     -      1368.953  (meters)    4491.31   (feet)  ADJUSTED  
 NQ0110  ___________________________________________________________________
 NQ0110  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 NQ0110  DYNAMIC HT  -        1368.134 (meters)    4488.62  (feet)  COMP
 NQ0110  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 NQ0110
 NQ0110  VERT ORDER  -  FIRST     CLASS II
 NQ0110
 NQ0110.The horizontal coordinates were scaled from a topographic map and have
 NQ0110.an estimated accuracy of +/- 6 seconds.
 NQ0110
 NQ0110.The orthometric height was determined by differential leveling
 NQ0110.and adjusted by the National Geodetic Survey in June 1991..
 NQ0110
 NQ0110.The geoid height was determined by GEOID03.
 NQ0110
 NQ0110.The dynamic height is computed by dividing the NAVD 88
 NQ0110.geopotential number by the normal gravity value computed on the
 NQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0110.degrees latitude (g = 980.6199 gals.).
 NQ0110
 NQ0110.The modeled gravity was interpolated from observed gravity values.
 NQ0110
 NQ0110;                    North         East    Units  Estimated Accuracy
 NQ0110;SPC WY E     -   212,290.      217,880.      MT  (+/- 180 meters Scaled)
 NQ0110
 NQ0110                          SUPERSEDED SURVEY CONTROL
 NQ0110
 NQ0110  NGVD 29 (??/??/92) 1368.19   (m)         4488.8    (f) COMPUTED    1 2
 NQ0110
 NQ0110.Superseded values are not recommended for survey control.
 NQ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0110.See file dsdata.txt to determine how the superseded data were derived.
 NQ0110
 NQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG041954(NAD 83)
 NQ0110_MARKER: DZ = AZIMUTH MARK DISK
 NQ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0110_STAMPING: CASSA 1948
 NQ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0110+STABILITY: SURFACE MOTION
 NQ0110
 NQ0110  HISTORY     - Date     Condition        Report By
 NQ0110  HISTORY     - 1948     MONUMENTED       CGS
 NQ0110  HISTORY     - 1956     GOOD             NGS
 NQ0110
 NQ0110                          STATION DESCRIPTION
 NQ0110
 NQ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0110'8.7 MI SE FROM GLENDO.
 NQ0110'8.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0110'RAILROAD FROM THE STATION AT GLENDO, 0.4 MILE SOUTH OF THE
 NQ0110'VACANT STATION AT CASSA, 0.25 MILE SOUTHEAST OF TRIANGULATION
 NQ0110'STATION CASSA 1948, 34.4 FEET EAST OF THE EAST RAIL OF THE MAIN
 NQ0110'TRACK, 3.4 FEET WEST OF A TELEPHONE POLE, 64 FEET WEST OF A
 NQ0110'FENCE, 2.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 NQ0110'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE
 NQ0110'NORTHEAST 1/4 OF SECTION 13, TOWNSHIP 28 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0108 ***********************************************************************
 NQ0108  DESIGNATION -  CASSA RM 1
 NQ0108  PID         -  NQ0108
 NQ0108  STATE/COUNTY-  WY/PLATTE
 NQ0108  USGS QUAD   -  CASSA (1990)
 NQ0108
 NQ0108                         *CURRENT SURVEY CONTROL
 NQ0108  ___________________________________________________________________
 NQ0108* NAD 83(1986)-  42 24 54.     (N)    104 57 03.     (W)     SCALED    
 NQ0108* NAVD 88     -      1369.221  (meters)    4492.19   (feet)  ADJUSTED  
 NQ0108  ___________________________________________________________________
 NQ0108  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 NQ0108  DYNAMIC HT  -        1368.404 (meters)    4489.51  (feet)  COMP
 NQ0108  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 NQ0108
 NQ0108  VERT ORDER  -  FIRST     CLASS II
 NQ0108
 NQ0108.The horizontal coordinates were scaled from a topographic map and have
 NQ0108.an estimated accuracy of +/- 6 seconds.
 NQ0108
 NQ0108.The orthometric height was determined by differential leveling
 NQ0108.and adjusted by the National Geodetic Survey in June 1991..
 NQ0108
 NQ0108.The geoid height was determined by GEOID03.
 NQ0108
 NQ0108.The dynamic height is computed by dividing the NAVD 88
 NQ0108.geopotential number by the normal gravity value computed on the
 NQ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0108.degrees latitude (g = 980.6199 gals.).
 NQ0108
 NQ0108.The modeled gravity was interpolated from observed gravity values.
 NQ0108
 NQ0108;                    North         East    Units  Estimated Accuracy
 NQ0108;SPC WY E     -   212,690.      217,760.      MT  (+/- 180 meters Scaled)
 NQ0108
 NQ0108                          SUPERSEDED SURVEY CONTROL
 NQ0108
 NQ0108  NGVD 29 (??/??/92) 1368.455  (m)         4489.67   (f) ADJ UNCH    1 2
 NQ0108
 NQ0108.Superseded values are not recommended for survey control.
 NQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0108.See file dsdata.txt to determine how the superseded data were derived.
 NQ0108
 NQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG040958(NAD 83)
 NQ0108_MARKER: DR = REFERENCE MARK DISK
 NQ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0108_STAMPING: CASSA NO 1 1948
 NQ0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0108+STABILITY: SURFACE MOTION
 NQ0108
 NQ0108  HISTORY     - Date     Condition        Report By
 NQ0108  HISTORY     - 1948     MONUMENTED       CGS
 NQ0108  HISTORY     - 1956     GOOD             NGS
 NQ0108  HISTORY     - 20000607 POOR             USGS
 NQ0108
 NQ0108                          STATION DESCRIPTION
 NQ0108
 NQ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0108'8.4 MI SE FROM GLENDO.
 NQ0108'8.45 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0108'RAILROAD FROM THE STATION AT GLENDO, 0.15 MILE SOUTH OF THE
 NQ0108'VACANT STATION AT CASSA, 29.2 FEET WEST OF TRIANGULATION STATION
 NQ0108'CASSA 1948, 7.4 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, SET
 NQ0108'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 NQ0108'GROUND, IN THE SOUTHEAST 1/4 OF SECTION 12, TOWNSHIP 28 NORTH,
 NQ0108'RANGE 68 WEST.
 NQ0108
 NQ0108                          STATION RECOVERY (2000)
 NQ0108
 NQ0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0108'MARK FOUND IN POOR CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0106 ***********************************************************************
 NQ0106  DESIGNATION -  CASSA RM 2
 NQ0106  PID         -  NQ0106
 NQ0106  STATE/COUNTY-  WY/PLATTE
 NQ0106  USGS QUAD   -  CASSA (1990)
 NQ0106
 NQ0106                         *CURRENT SURVEY CONTROL
 NQ0106  ___________________________________________________________________
 NQ0106* NAD 83(1986)-  42 24 54.     (N)    104 57 03.     (W)     SCALED    
 NQ0106* NAVD 88     -      1368.600  (meters)    4490.15   (feet)  ADJUSTED  
 NQ0106  ___________________________________________________________________
 NQ0106  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 NQ0106  DYNAMIC HT  -        1367.783 (meters)    4487.47  (feet)  COMP
 NQ0106  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 NQ0106
 NQ0106  VERT ORDER  -  FIRST     CLASS II
 NQ0106
 NQ0106.The horizontal coordinates were scaled from a topographic map and have
 NQ0106.an estimated accuracy of +/- 6 seconds.
 NQ0106
 NQ0106.The orthometric height was determined by differential leveling
 NQ0106.and adjusted by the National Geodetic Survey in June 1991..
 NQ0106
 NQ0106.The geoid height was determined by GEOID03.
 NQ0106
 NQ0106.The dynamic height is computed by dividing the NAVD 88
 NQ0106.geopotential number by the normal gravity value computed on the
 NQ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0106.degrees latitude (g = 980.6199 gals.).
 NQ0106
 NQ0106.The modeled gravity was interpolated from observed gravity values.
 NQ0106
 NQ0106;                    North         East    Units  Estimated Accuracy
 NQ0106;SPC WY E     -   212,690.      217,760.      MT  (+/- 180 meters Scaled)
 NQ0106
 NQ0106                          SUPERSEDED SURVEY CONTROL
 NQ0106
 NQ0106  NGVD 29 (??/??/92) 1367.834  (m)         4487.64   (f) ADJ UNCH    1 2
 NQ0106
 NQ0106.Superseded values are not recommended for survey control.
 NQ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0106.See file dsdata.txt to determine how the superseded data were derived.
 NQ0106
 NQ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG040958(NAD 83)
 NQ0106_MARKER: DR = REFERENCE MARK DISK
 NQ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0106_STAMPING: CASSA NO 2 1948
 NQ0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0106+STABILITY: SURFACE MOTION
 NQ0106
 NQ0106  HISTORY     - Date     Condition        Report By
 NQ0106  HISTORY     - 1948     MONUMENTED       CGS
 NQ0106  HISTORY     - 1956     GOOD             NGS
 NQ0106  HISTORY     - 20000607 MARK NOT FOUND   USGS
 NQ0106
 NQ0106                          STATION DESCRIPTION
 NQ0106
 NQ0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0106'8.4 MI SE FROM GLENDO.
 NQ0106'8.45 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0106'RAILROAD FROM THE STATION AT GLENDO, 0.15 MILE SOUTH OF THE
 NQ0106'VACANT STATION AT CASSA, 29.7 FEET NORTH OF TRIANGULATION
 NQ0106'STATION CASSA 1948, 41.4 FEET EAST OF THE EAST RAIL OF THE MAIN
 NQ0106'TRACK, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 NQ0106'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN THE SOUTHEAST
 NQ0106'1/4 OF SECTION 12, TOWNSHIP 28 NORTH, RANGE 68 WEST.
 NQ0106
 NQ0106                          STATION RECOVERY (2000)
 NQ0106
 NQ0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0106'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0139 ***********************************************************************
 MO0139  DESIGNATION -  CASSIA
 MO0139  PID         -  MO0139
 MO0139  STATE/COUNTY-  WY/LARAMIE
 MO0139  USGS QUAD   -  BORIE (1994)
 MO0139
 MO0139                         *CURRENT SURVEY CONTROL
 MO0139  ___________________________________________________________________
 MO0139* NAD 83(1993)-  41 06 58.03670(N)    104 53 12.62668(W)     ADJUSTED  
 MO0139* NAVD 88     -      1916.168  (meters)    6286.63   (feet)  ADJUSTED  
 MO0139  ___________________________________________________________________
 MO0139  LAPLACE CORR-         -12.07  (seconds)                    DEFLEC99
 MO0139  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 MO0139  DYNAMIC HT  -        1914.486 (meters)    6281.11  (feet)  COMP
 MO0139  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 MO0139
 MO0139  HORZ ORDER  -  THIRD
 MO0139  VERT ORDER  -  FIRST     CLASS II
 MO0139
 MO0139.The horizontal coordinates were established by classical geodetic methods
 MO0139.and adjusted by the National Geodetic Survey in January 1997..
 MO0139
 MO0139.The orthometric height was determined by differential leveling
 MO0139.and adjusted by the National Geodetic Survey in June 1991..
 MO0139
 MO0139.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0139
 MO0139.The geoid height was determined by GEOID03.
 MO0139
 MO0139.The dynamic height is computed by dividing the NAVD 88
 MO0139.geopotential number by the normal gravity value computed on the
 MO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0139.degrees latitude (g = 980.6199 gals.).
 MO0139
 MO0139.The modeled gravity was interpolated from observed gravity values.
 MO0139
 MO0139;                    North         East     Units Scale Factor Converg.
 MO0139;SPC WY E     -    68,453.856   223,500.382   MT  0.99994429   +0 11 02.4
 MO0139;UTM  13      - 4,551,653.928   509,500.145   MT  0.99960111   +0 04 27.9
 MO0139
 MO0139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0139!SPC WY E     -   0.99970201  x   0.99994429  =   0.99964632
 MO0139!UTM  13      -   0.99970201  x   0.99960111  =   0.99930324
 MO0139
 MO0139:                Primary Azimuth Mark                     Grid Az
 MO0139:SPC WY E     -  CHEYENNE STATE CAPITOL DOME              064 11 14.6
 MO0139:UTM  13      -  CHEYENNE STATE CAPITOL DOME              064 17 49.1
 MO0139
 MO0139|---------------------------------------------------------------------|
 MO0139| PID    Reference Object                     Distance      Geod. Az  |
 MO0139|                                                           dddmmss.s |
 MO0139| MO1082 CHEYENNE STATE CAPITOL DOME         APPROX. 6.2 KM 0642217.0 |
 MO0139|---------------------------------------------------------------------|
 MO0139
 MO0139                          SUPERSEDED SURVEY CONTROL
 MO0139
 MO0139  NAD 83(1993)-  41 06 58.02135(N)    104 53 12.62440(W) AD(       ) 3
 MO0139  NAD 83(1986)-  41 06 58.02133(N)    104 53 12.62429(W) AD(       ) 3
 MO0139  NAD 27      -  41 06 58.08974(N)    104 53 10.73145(W) AD(       ) 3
 MO0139  NGVD 29 (??/??/92) 1915.13   (m)         6283.2    (f) COMPUTED    1 2
 MO0139
 MO0139.Superseded values are not recommended for survey control.
 MO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0139.See file dsdata.txt to determine how the superseded data were derived.
 MO0139
 MO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0950051654(NAD 83)
 MO0139_MARKER: DD = SURVEY DISK
 MO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0139_STAMPING: CASSIA 1947
 MO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0139+STABILITY: SURFACE MOTION
 MO0139
 MO0139  HISTORY     - Date     Condition        Report By
 MO0139  HISTORY     - 1947     MONUMENTED       USGS
 MO0139  HISTORY     - 1956     GOOD             NGS
 MO0139  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0139
 MO0139                          STATION DESCRIPTION
 MO0139
 MO0139'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO0139'STATION IS LOCATED IN THE NE. CORNER OF SEC. 9, T 13 N, R 67 W, AT AN
 MO0139'OVERPASS ON U.S. INTERSTATE HIGHWAY 80, OVER A N-S. BLACK TOPPED RD.
 MO0139'
 MO0139'TO REACH FROM THE U.S. POST OFFICE AT CHEYENNE, GO W. ALONG U.S.
 MO0139'INTERSTATE HIGHWAY 80 FOR 4.0 MI. TO AN OVERPASS ON U.S. INTERSTATE
 MO0139'HIGHWAY 80, OVER A N-S. BLACK TOPPED RD.  STATION IS 205 FT. S. OF
 MO0139'MEDIAN ON HIGHWAY AND 100 FT. W. OF CENTER OF N-S. RD., AT THE W. EDGE
 MO0139'OF A CUT.
 MO0139'
 MO0139'STATION MARK--STANDARD TABLET, SET IN A CONCRETE POST, STAMPED
 MO0139'---CASSIA 1947---.
 MO0139'
 MO0139'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---CASSIA NO.
 MO0139'1 1947---, SET IN A CONCRETE POST, 70.84 FT. N. OF STATION.
 MO0139'
 MO0139'REFERENCE MARK NO. 2--DESTROYED.
 MO0139
 MO0139                          STATION RECOVERY (1956)
 MO0139
 MO0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MO0139'4.9 MI W FROM CHEYENNE.
 MO0139'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0139'AT CHEYENNE, THENCE 0.7 MILE NORTH ALONG AN OILED ROAD, ON TOP OF
 MO0139'A HILL, ON THE WEST BANK OF A CUT, 98 FEET WEST OF THE CENTER
 MO0139'LINE OF AN OILED ROAD, 3 FEET EAST OF A FENCE, 1.7 FEET NORTH
 MO0139'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0139'PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 MO0139'SECTION 9, TOWNSHIP 13 NORTH, RANGE 67 WEST.
 MO0139
 MO0139                          STATION RECOVERY (1983)
 MO0139
 MO0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0140 ***********************************************************************
 MO0140  DESIGNATION -  CASSIA RM 1
 MO0140  PID         -  MO0140
 MO0140  STATE/COUNTY-  WY/LARAMIE
 MO0140  USGS QUAD   -  BORIE (1994)
 MO0140
 MO0140                         *CURRENT SURVEY CONTROL
 MO0140  ___________________________________________________________________
 MO0140* NAD 83(1986)-  41 06 59.     (N)    104 53 12.     (W)     SCALED    
 MO0140* NAVD 88     -      1916.028  (meters)    6286.17   (feet)  ADJUSTED  
 MO0140  ___________________________________________________________________
 MO0140  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 MO0140  DYNAMIC HT  -        1914.347 (meters)    6280.65  (feet)  COMP
 MO0140  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 MO0140
 MO0140  VERT ORDER  -  FIRST     CLASS II
 MO0140
 MO0140.The horizontal coordinates were scaled from a topographic map and have
 MO0140.an estimated accuracy of +/- 6 seconds.
 MO0140
 MO0140.The orthometric height was determined by differential leveling
 MO0140.and adjusted by the National Geodetic Survey in June 1991..
 MO0140
 MO0140.The geoid height was determined by GEOID03.
 MO0140
 MO0140.The dynamic height is computed by dividing the NAVD 88
 MO0140.geopotential number by the normal gravity value computed on the
 MO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0140.degrees latitude (g = 980.6199 gals.).
 MO0140
 MO0140.The modeled gravity was interpolated from observed gravity values.
 MO0140
 MO0140;                    North         East    Units  Estimated Accuracy
 MO0140;SPC WY E     -    68,480.      223,520.      MT  (+/- 180 meters Scaled)
 MO0140
 MO0140                          SUPERSEDED SURVEY CONTROL
 MO0140
 MO0140  NGVD 29 (??/??/92) 1914.99   (m)         6282.8    (f) COMPUTED    1 2
 MO0140
 MO0140.Superseded values are not recommended for survey control.
 MO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0140.See file dsdata.txt to determine how the superseded data were derived.
 MO0140
 MO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF095516(NAD 83)
 MO0140_MARKER: DR = REFERENCE MARK DISK
 MO0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0140_STAMPING: CASSIA NO 1
 MO0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0140+STABILITY: SURFACE MOTION
 MO0140
 MO0140  HISTORY     - Date     Condition        Report By
 MO0140  HISTORY     - UNK      MONUMENTED       USGS
 MO0140  HISTORY     - 1956     GOOD             NGS
 MO0140  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0140
 MO0140                          STATION DESCRIPTION
 MO0140
 MO0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0140'4.9 MI W FROM CHEYENNE.
 MO0140'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0140'AT CHEYENNE, THENCE 0.7 MILE NORTH ALONG AN OILED ROAD, ON TOP
 MO0140'OF A HILL, 70.6 FEET NORTH OF BENCH MARK CASSIA 1947 (U.S.G.S.),
 MO0140'105 FEET WEST OF THE CENTER LINE OF AN OILED ROAD, 5.8 FEET WEST
 MO0140'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0140'0.2 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 9,
 MO0140'TOWNSHIP 13 NORTH, RANGE 67 WEST.
 MO0140
 MO0140                          STATION RECOVERY (1983)
 MO0140
 MO0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0141 ***********************************************************************
 MO0141  DESIGNATION -  CASSIA RM 2
 MO0141  PID         -  MO0141
 MO0141  STATE/COUNTY-  WY/LARAMIE
 MO0141  USGS QUAD   -  BORIE (1994)
 MO0141
 MO0141                         *CURRENT SURVEY CONTROL
 MO0141  ___________________________________________________________________
 MO0141* NAD 83(1986)-  41 06 58.     (N)    104 53 10.     (W)     SCALED    
 MO0141* NAVD 88     -      1915.739  (meters)    6285.22   (feet)  ADJUSTED  
 MO0141  ___________________________________________________________________
 MO0141  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 MO0141  DYNAMIC HT  -        1914.059 (meters)    6279.71  (feet)  COMP
 MO0141  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 MO0141
 MO0141  VERT ORDER  -  FIRST     CLASS II
 MO0141
 MO0141.The horizontal coordinates were scaled from a topographic map and have
 MO0141.an estimated accuracy of +/- 6 seconds.
 MO0141
 MO0141.The orthometric height was determined by differential leveling
 MO0141.and adjusted by the National Geodetic Survey in June 1991..
 MO0141
 MO0141.The geoid height was determined by GEOID03.
 MO0141
 MO0141.The dynamic height is computed by dividing the NAVD 88
 MO0141.geopotential number by the normal gravity value computed on the
 MO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0141.degrees latitude (g = 980.6199 gals.).
 MO0141
 MO0141.The modeled gravity was interpolated from observed gravity values.
 MO0141
 MO0141;                    North         East    Units  Estimated Accuracy
 MO0141;SPC WY E     -    68,450.      223,560.      MT  (+/- 180 meters Scaled)
 MO0141
 MO0141                          SUPERSEDED SURVEY CONTROL
 MO0141
 MO0141  NGVD 29 (??/??/92) 1914.71   (m)         6281.8    (f) COMPUTED    1 2
 MO0141
 MO0141.Superseded values are not recommended for survey control.
 MO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0141.See file dsdata.txt to determine how the superseded data were derived.
 MO0141
 MO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF095516(NAD 83)
 MO0141_MARKER: DR = REFERENCE MARK DISK
 MO0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0141_STAMPING: CASSIA NO 2
 MO0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0141+STABILITY: SURFACE MOTION
 MO0141
 MO0141  HISTORY     - Date     Condition        Report By
 MO0141  HISTORY     - UNK      MONUMENTED       USGS
 MO0141  HISTORY     - 1956     GOOD             NGS
 MO0141  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0141
 MO0141                          STATION DESCRIPTION
 MO0141
 MO0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0141'4.9 MI W FROM CHEYENNE.
 MO0141'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0141'AT CHEYENNE, THENCE 0.7 MILE NORTH ALONG AN OILED ROAD, ON TOP
 MO0141'OF A HILL, ON THE EAST BANK OF A CUT, 193.9 FEET EAST OF BENCH
 MO0141'MARK CASSIA 1947 (U.S.G.S.), 98 FEET EAST OF THE CENTER LINE OF
 MO0141'AN OILED ROAD, 2 FEET WEST OF A FENCE, SET IN THE TOP OF A
 MO0141'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE
 MO0141'NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 13 NORTH, RANGE 67 WEST.
 MO0141
 MO0141                          STATION RECOVERY (1983)
 MO0141
 MO0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0321 ***********************************************************************
 OW0321  DESIGNATION -  CASTLE ROCK
 OW0321  PID         -  OW0321
 OW0321  STATE/COUNTY-  WY/FREMONT
 OW0321  USGS QUAD   -  CASTLE ROCK (1991)
 OW0321
 OW0321                         *CURRENT SURVEY CONTROL
 OW0321  ___________________________________________________________________
 OW0321* NAD 83(1993)-  43 43 37.18331(N)    109 23 56.03656(W)     ADJUSTED  
 OW0321* NAVD 88     -                                                        
 OW0321  ___________________________________________________________________
 OW0321  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 OW0321  GEOID HEIGHT-          -7.94  (meters)                     GEOID03
 OW0321
 OW0321  HORZ ORDER  -  THIRD
 OW0321
 OW0321.The horizontal coordinates were established by classical geodetic methods
 OW0321.and adjusted by the National Geodetic Survey in January 1997..
 OW0321
 OW0321
 OW0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0321
 OW0321.The geoid height was determined by GEOID03.
 OW0321
 OW0321;                    North         East     Units Scale Factor Converg.
 OW0321;SPC WYWC     -   358,622.427   547,719.441   MT  0.99997111   -0 26 54.8
 OW0321;UTM  12      - 4,842,797.148   628,954.758   MT  0.99980454   +1 06 24.7
 OW0321
 OW0321                          SUPERSEDED SURVEY CONTROL
 OW0321
 OW0321  NAD 83(1986)-  43 43 37.16790(N)    109 23 56.02300(W) AD(       ) 4
 OW0321  NAD 27      -  43 43 37.31300(N)    109 23 53.49700(W) AD(       ) 3
 OW0321
 OW0321.Superseded values are not recommended for survey control.
 OW0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0321.See file dsdata.txt to determine how the superseded data were derived.
 OW0321
 OW0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP2895542797(NAD 83)
 OW0321
 OW0321  HISTORY     - Date     Condition        Report By
 OW0321  HISTORY     - UNK      MONUMENTED
 OW0321  HISTORY     - 1954     GOOD             USGS
 OW0321
 OW0321                          STATION DESCRIPTION
 OW0321
 OW0321'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0321'RECOVERED.
 OW0321'
 OW0321'STATION MARK - STANDARD NGS DISK SET IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0309 ***********************************************************************
 OW0309  DESIGNATION -  CASTLE ROCKS
 OW0309  PID         -  OW0309
 OW0309  STATE/COUNTY-  WY/HOT SPRINGS
 OW0309  USGS QUAD   -  COTTONWOOD PEAK (1991)
 OW0309
 OW0309                         *CURRENT SURVEY CONTROL
 OW0309  ___________________________________________________________________
 OW0309* NAD 83(1993)-  43 45 04.49001(N)    109 02 32.44030(W)     ADJUSTED  
 OW0309* NAVD 88     -      1389.     (meters)    4557.     (feet)  SCALED    
 OW0309  ___________________________________________________________________
 OW0309  LAPLACE CORR-         -20.95  (seconds)                    DEFLEC99
 OW0309  GEOID HEIGHT-          -9.26  (meters)                     GEOID03
 OW0309
 OW0309  HORZ ORDER  -  THIRD
 OW0309
 OW0309.The horizontal coordinates were established by classical geodetic methods
 OW0309.and adjusted by the National Geodetic Survey in January 1997..
 OW0309
 OW0309.The orthometric height was scaled from a topographic map.
 OW0309
 OW0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0309
 OW0309.The geoid height was determined by GEOID03.
 OW0309
 OW0309;                    North         East     Units Scale Factor Converg.
 OW0309;SPC WYWC     -   361,153.710   576,455.882   MT  0.99994432   -0 12 07.8
 OW0309;UTM  12      - 4,846,107.373   657,608.937   MT  0.99990554   +1 21 14.6
 OW0309
 OW0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0309!SPC WYWC     -   0.99978363  x   0.99994432  =   0.99972796
 OW0309!UTM  12      -   0.99978363  x   0.99990554  =   0.99968919
 OW0309
 OW0309:                Primary Azimuth Mark                     Grid Az
 OW0309:SPC WYWC     -  CASTLE ROCKS AZ MK                       131 04 26.5
 OW0309:UTM  12      -  CASTLE ROCKS AZ MK                       129 31 04.1
 OW0309
 OW0309|---------------------------------------------------------------------|
 OW0309| PID    Reference Object                     Distance      Geod. Az  |
 OW0309|                                                           dddmmss.s |
 OW0309| CP4656 CASTLE ROCKS AZ MK                                 1305218.7 |
 OW0309| CP4657 CASTLE ROCKS RM 1                     4.073 METERS 24412     |
 OW0309| CP4658 CASTLE ROCKS RM 2                     3.281 METERS 31234     |
 OW0309|---------------------------------------------------------------------|
 OW0309
 OW0309                          SUPERSEDED SURVEY CONTROL
 OW0309
 OW0309  NAD 83(1986)-  43 45 04.47644(N)    109 02 32.43300(W) AD(       ) 3
 OW0309  NAD 27      -  43 45 04.64400(N)    109 02 29.94100(W) AD(       ) 3
 OW0309
 OW0309.Superseded values are not recommended for survey control.
 OW0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0309.See file dsdata.txt to determine how the superseded data were derived.
 OW0309
 OW0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP5760946107(NAD 83)
 OW0309_MARKER: DS = TRIANGULATION STATION DISK
 OW0309_SETTING: 66 = SET IN ROCK OUTCROP
 OW0309
 OW0309  HISTORY     - Date     Condition        Report By
 OW0309  HISTORY     - 1936     MONUMENTED       CGS
 OW0309  HISTORY     - 1954     GOOD             USGS
 OW0309
 OW0309                          STATION DESCRIPTION
 OW0309
 OW0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0309'ABOUT 44 MILES WEST AND 8 MILES NORTH OF THERMOPOLIS, 4-1/2
 OW0309'MILES AIR LINE IN AZIMUTH 278 DEG MAGNETIC FROM T. MC COYS
 OW0309'RANCH BUILDINGS AND VISIBLE THEREFROM, 1-1/4 MILES NORTHEAST
 OW0309'OF NORTH FORK OF OWL CREEK, IN CENTER OF SEC. 25, T. 44 N.,
 OW0309'R. 102 W., ON HIGHEST POINT OF MIDDLE ONE OF THREE ROCKY PEAKS
 OW0309'KNOWN LOCALLY AS THREE PEAKS, BUT NAMED CASTLE ROCKS ON U.S.
 OW0309'GEOLOGICAL SURVEY QUADRANGLE SHEET.  NORTH PEAK IS SLIGHTLY
 OW0309'HIGHER THAN STATION PEAK, AND SOUTH PEAK IS SLIGHTLY LOWER.
 OW0309'TO REACH FROM THERMOPOLIS POST OFFICE, GO SOUTH 1 BLOCK,
 OW0309'THENCE WEST ON ANCHOR HIGHWAY.  AT 5.7 MILES CROSS OWL CREEK
 OW0309'AND BEGIN TRAVEL ON OILED HIGHWAY.  AT 18.2 MILES REACH END OF
 OW0309'OILED ROAD.  AT 26.3 MILES, EMBAR SCHOOL, TAKE LEFT FORK
 OW0309'AND GO WESTERLY.  AT 34.0 MILES, ANCHOR SCHOOL ON LEFT,
 OW0309'TAKE RIGHT FORK UP OVER HILL NORTHWESTERLY, AND FOLLOW
 OW0309'MAIN-TRAVELED ROAD.  AT 35.3 MILES, T-ROAD LEADS NORTH
 OW0309'TO BUFFALO HEAD RANCH, CONTINUE STRAIGHT AHEAD ON
 OW0309'MAIN-TRAVELED ROAD.  AT 35.6 MILES TAKE LEFT FORK ABOUT 50
 OW0309'YARDS WEST OF MAIL BOX WITH PANEL FROM CAR HOOD FOR
 OW0309'DOOR-RIGHT FORK GOES TO ANCHOR POST OFFICE ABOUT 1-1/2 MILES
 OW0309'DISTANT.  AT 36.2 MILES PASS THROUGH WIRE GATE AND GO WEST
 OW0309'ALONG SOUTH SIDE OF FENCE.  AT 37.3 MILES PASS THROUGH WIRE
 OW0309'GATE IN NORTH-SOUTH FENCE AND CONTINUE WEST ON MAIN ROAD ON
 OW0309'NORTH SIDE OF NORTH FORK OF OWL CREEK.  AT 41.7 MILES
 OW0309'REACH TIM MC COYS RANCH BUILDINGS AT JUNCTION OF NORTH FORK
 OW0309'OF OWL CREEK AND DUDE CAMP CREEK, GO THROUGH POLE GATE AT
 OW0309'SOUTHEAST CORNER OF YARD, TURN WEST AND FOLLOW MAIN-TRAVELED
 OW0309'ROAD UP NORTH SIDE OF NORTH FORK OF OWL CREEK.  AT 46.3 MILES
 OW0309'TAKE RIGHT FORK, NATURAL WATER HOLE ON NORTH SIDE OF ROAD, AND
 OW0309'GO NORTH AND EAST UP SLOPE (CABIN IS IN FLAT ABOUT 1/2 MILE
 OW0309'DISTANT ON ROAD GOING STRAIGHT AHEAD).  AT 46.8 MILES, CABIN
 OW0309'ON RIGHT OF ROAD, CONTINUE UP SLOPE TO NORTH.  AT 47.6 MILES
 OW0309'AZIMUTH MARK IS ABOUT 100 FEET NORTH OF ROAD.  AT 47.7 MILES,
 OW0309'OLD LOG CABIN IS ON RIGHT (NORTH) SIDE OF ROAD, CONTINUE
 OW0309'NORTHWEST ON SKID ROAD ON SOUTH SIDE OF DRAW AND THROUGH
 OW0309'TREES.  AT 47.9 MILES CROSS DRAW AND GO NORTH ACROSS
 OW0309'COUNTRY OVER LOW DIVIDE.  AT 48.4 MILES CROSS SMALL BROOK
 OW0309'AND GO WEST ACROSS COUNTRY ALONG NORTH SIDE OF VALLEY AND
 OW0309'NORTH OF ASPEN GROVE.  AT 48.8 MILES REACH END OF TRUCK
 OW0309'TRAVEL AT BASE OF STEEP SLOPE LEADING UP NORTHEAST SLOPE
 OW0309'OF NORTH PEAK.  FROM HERE STATION IS ON MIDDLE ONE OF
 OW0309'THREE ROCKY PEAKS TO WEST.  BEST REACHED BY CLIMBING ALONG
 OW0309'SLOPE TO SADDLE BETWEEN MIDDLE AND NORTH PEAKS, THENCE SOUTH
 OW0309'TO STATION.  VERTICAL CLIFFS MAKE ACCESS BY ANY OTHER
 OW0309'ROUTE DIFFICULT.  PACK REQUIRES 3/4 HOUR.  ROAD IN VICINITY
 OW0309'OF MC COYS RANCH HAS SPOTS OF GUMBO AND IS VERY STICKY IN
 OW0309'WET WEATHER.  STATION MARK IS STANDARD DISK IN OUTCROPPING
 OW0309'BEDROCK.  REFERENCE MARKS ARE STANDARD DISKS IN
 OW0309'OUTCROPPING BEDROCK.  NO. 1 IS 4.073 METERS
 OW0309'(13.36 FEET) SOUTHWEST OF STATION S 64 DEG 12 MIN W.
 OW0309'NO. 2 IS 3.281 METERS (10.76 FEET) NORTHWEST
 OW0309'N 47 DEG 25 MIN W.  DISTANCE BETWEEN REFERENCE MARKS
 OW0309'IS 4.190 METERS (13.75 FEET).  AZIMUTH MARK IS STANDARD DISK
 OW0309'IN BOULDER, IN VALLEY, ABOUT 0.1 MILE SOUTHEAST OF
 OW0309'OLD LOG CABIN, ABOUT 100 FEET NORTH OF TRACK ROAD, ON TOP OF
 OW0309'LARGE LONE BOULDER ABOUT 1/8 MILE WEST OF GROUP OF LARGE
 OW0309'BOULDERS, AND ABOUT 1 MILE SOUTHEAST OF STATION
 OW0309'S 49 DEG 08 MIN E.  ALL MARKS ARE FLUSH WITH GROUND.
 OW0309
 OW0309                          STATION RECOVERY (1954)
 OW0309
 OW0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OW0309'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0540 ***********************************************************************
 PV0540  DESIGNATION -  CAT
 PV0540  PID         -  PV0540
 PV0540  STATE/COUNTY-  WY/CAMPBELL
 PV0540  USGS QUAD   -  WESTON (1972)
 PV0540
 PV0540                         *CURRENT SURVEY CONTROL
 PV0540  ___________________________________________________________________
 PV0540* NAD 83(1993)-  44 42 02.97245(N)    105 22 25.83952(W)     ADJUSTED  
 PV0540* NAVD 88     -      1123.65   (+/-2cm)    3686.5    (feet)  VERTCON   
 PV0540  ___________________________________________________________________
 PV0540  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 PV0540  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 PV0540
 PV0540  HORZ ORDER  -  SECOND
 PV0540  VERT ORDER  -  THIRD ? (See Below)
 PV0540
 PV0540.The horizontal coordinates were established by classical geodetic methods
 PV0540.and adjusted by the National Geodetic Survey in January 1997..
 PV0540
 PV0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0540.The vertical order pertains to the NGVD 29 superseded value.
 PV0540
 PV0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0540
 PV0540.The geoid height was determined by GEOID03.
 PV0540
 PV0540;                    North         East     Units Scale Factor Converg.
 PV0540;SPC WY E     -   466,640.442   183,580.939   MT  0.99994081   -0 08 44.6
 PV0540;UTM  13      - 4,949,784.766   470,382.417   MT  0.99961079   -0 15 46.7
 PV0540
 PV0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0540!SPC WY E     -   0.99982613  x   0.99994081  =   0.99976695
 PV0540!UTM  13      -   0.99982613  x   0.99961079  =   0.99943698
 PV0540
 PV0540|---------------------------------------------------------------------|
 PV0540| PID    Reference Object                     Distance      Geod. Az  |
 PV0540|                                                           dddmmss.s |
 PV0540| CP8969 CAT RM 1                             13.908 METERS 20034     |
 PV0540| PV0171 Y 35                                 12.673 METERS 31346     |
 PV0540| CP8968 CAT AZ MK                                          3492938.8 |
 PV0540|---------------------------------------------------------------------|
 PV0540
 PV0540                          SUPERSEDED SURVEY CONTROL
 PV0540
 PV0540  NAD 83(1986)-  44 42 02.95247(N)    105 22 25.81833(W) AD(       ) 2
 PV0540  NAD 27      -  44 42 03.01300(N)    105 22 23.84500(W) AD(       ) 2
 PV0540  NGVD 29 (07/19/86) 1123.00   (m)         3684.4    (f) LEVELING    3  
 PV0540
 PV0540.Superseded values are not recommended for survey control.
 PV0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0540.See file dsdata.txt to determine how the superseded data were derived.
 PV0540
 PV0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK7038249785(NAD 83)
 PV0540_MARKER: DS = TRIANGULATION STATION DISK
 PV0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0540
 PV0540  HISTORY     - Date     Condition        Report By
 PV0540  HISTORY     - 1949     MONUMENTED       CGS
 PV0540  HISTORY     - 1963     GOOD             CGS
 PV0540
 PV0540                          STATION DESCRIPTION
 PV0540
 PV0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0540'THE STATION IS LOCATED ABOUT 5.2 MILES NORTH OF WESTON POST
 PV0540'OFFICE, 60 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 PV0540'DIRT ROAD, 26.2 FEET NORTHEAST OF A WITNESS POST, 22.9 FEET
 PV0540'EAST OF A WIRE FENCE, AND ON LAND OWNED BY MR. BILL SMITH.
 PV0540'
 PV0540'TO REACH THE STATION FROM THE POST OFFICE IN WESTON, GO NORTH
 PV0540'ON THE BROADUS ROAD AND FOLLOW THE MAIN GRADED DIRT ROAD FOR
 PV0540'5.1 MILES TO THE STATION ON THE RIGHT.  THIS IS 0.1 MILE SOUTH
 PV0540'OF A SMALL WOODEN BRIDGE.
 PV0540'
 PV0540'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 PV0540'MAIN ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 PV0540'
 PV0540'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PV0540'CAT 1949.
 PV0540'
 PV0540'REFERENCE MARK NO. 1 IS 37 FEET EAST OF THE APPROXIMATE
 PV0540'CENTERLINE OF THE ROAD, AND 1 FOOT EAST OF A WIRE FENCE.  THE
 PV0540'MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED CAT NO 1 1949.
 PV0540'
 PV0540'BENCH MARK Y 35 1933 WAS USED AS A REFERENCE MARK.  IT IS 36
 PV0540'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 2.6
 PV0540'FEET WEST OF A WIRE FENCE.  THE MARK IS A STANDARD BENCH
 PV0540'MARK DISK SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST,
 PV0540'PROJECTING 3 INCHES, AND IS STAMPED Y 35 1933.
 PV0540'
 PV0540'THE AZIMUTH MARK IS 50 FEET EAST OF THE APPROXIMATE CENTERLINE
 PV0540'OF THE ROAD, 4 FEET SOUTH OF A WIRE FENCE, AND 1.8 FEET EAST OF
 PV0540'A WITNESS POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK
 PV0540'IS STAMPED CAT 1949.
 PV0540'
 PV0540'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10-INCH
 PV0540'CONCRETE POSTS.
 PV0540
 PV0540                          STATION RECOVERY (1963)
 PV0540
 PV0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 PV0540'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1120 ***********************************************************************
 MO1120  DESIGNATION -  CATAWA
 MO1120  PID         -  MO1120
 MO1120  STATE/COUNTY-  WY/LARAMIE
 MO1120  USGS QUAD   -  P O RANCH (1978)
 MO1120
 MO1120                         *CURRENT SURVEY CONTROL
 MO1120  ___________________________________________________________________
 MO1120* NAD 83(1993)-  41 16 28.56745(N)    104 51 11.29063(W)     ADJUSTED  
 MO1120* NAVD 88     -      1926.27   (+/-2cm)    6319.8    (feet)  VERTCON   
 MO1120  ___________________________________________________________________
 MO1120  LAPLACE CORR-         -11.28  (seconds)                    DEFLEC99
 MO1120  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 MO1120
 MO1120  HORZ ORDER  -  THIRD
 MO1120  VERT ORDER  -  THIRD ? (See Below)
 MO1120
 MO1120.The horizontal coordinates were established by classical geodetic methods
 MO1120.and adjusted by the National Geodetic Survey in January 1997..
 MO1120
 MO1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1120.The vertical order pertains to the NGVD 29 superseded value.
 MO1120
 MO1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1120
 MO1120.The geoid height was determined by GEOID03.
 MO1120
 MO1120;                    North         East     Units Scale Factor Converg.
 MO1120;SPC WY E     -    86,062.936   226,267.527   MT  0.99994599   +0 12 24.6
 MO1120;UTM  13      - 4,569,251.624   512,300.060   MT  0.99960186   +0 05 48.8
 MO1120
 MO1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1120!SPC WY E     -   0.99970042  x   0.99994599  =   0.99964642
 MO1120!UTM  13      -   0.99970042  x   0.99960186  =   0.99930240
 MO1120
 MO1120:                Primary Azimuth Mark                     Grid Az
 MO1120:SPC WY E     -  ANCHOR                                   090 25 48.3
 MO1120:UTM  13      -  ANCHOR                                   090 32 24.1
 MO1120
 MO1120|---------------------------------------------------------------------|
 MO1120| PID    Reference Object                     Distance      Geod. Az  |
 MO1120|                                                           dddmmss.s |
 MO1120| MO1119 ANCHOR                              APPROX. 6.3 KM 0903812.9 |
 MO1120|---------------------------------------------------------------------|
 MO1120
 MO1120                          SUPERSEDED SURVEY CONTROL
 MO1120
 MO1120  NAD 83(1986)-  41 16 28.55150(N)    104 51 11.28889(W) AD(       ) 3
 MO1120  NAD 27      -  41 16 28.62681(N)    104 51 09.40041(W) AD(       ) 3
 MO1120  NGVD 29 (07/19/86) 1925.26   (m)         6316.5    (f) LEVELING    3  
 MO1120
 MO1120.Superseded values are not recommended for survey control.
 MO1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1120.See file dsdata.txt to determine how the superseded data were derived.
 MO1120
 MO1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1230069252(NAD 83)
 MO1120_MARKER: DD = SURVEY DISK
 MO1120_SETTING: 0 = UNSPECIFIED SETTING
 MO1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1120
 MO1120  HISTORY     - Date     Condition        Report By
 MO1120  HISTORY     - 1947     MONUMENTED       USGS
 MO1120  HISTORY     - 1960     GOOD             USGS
 MO1120
 MO1120                          STATION DESCRIPTION
 MO1120
 MO1120'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1120'LOCATED ON THE HIGHEST POINT OF RIDGE, IN THE NE. 1/4 OF SEC. 14,
 MO1120'T 15 N, R 67 W.
 MO1120'
 MO1120'TO REACH FROM THE CHEYENNE POST OFFICE, GO N. ON U.S. HIGHWAYS 85 AND
 MO1120'87 7.8 MI. TO JUNCTION, CONTINUE N. 2.6 MI. ON HIGHWAY 87 TO SECTION
 MO1120'CORNER, THENCE W. 1.0 MI. TO CORNER, THENCE S. 0.1 MI. TO GATE, THENCE
 MO1120'W. 0.3 MI. ALONG RIDGE TO HIGHEST POINT AND STATION.
 MO1120
 MO1120                          STATION RECOVERY (1960)
 MO1120
 MO1120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1120'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST AND STAMPED
 MO1120'---CATAWA 1947---.
 MO1120'
 MO1120'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---CATAWA
 MO1120'REF. MK. NO. 1---, SET IN CONCRETE POST, 42.66 FT. SW. OF STATION.
 MO1120'
 MO1120'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---CATAWA
 MO1120'REF. MK. NO. 2---, SET IN CONCRETE POST, 35.76 FT. SE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0423 ***********************************************************************
 PX0423  DESIGNATION -  CAVERN
 PX0423  PID         -  PX0423
 PX0423  STATE/COUNTY-  WY/PARK
 PX0423  USGS QUAD   -  IRMA FLATS (1987)
 PX0423
 PX0423                         *CURRENT SURVEY CONTROL
 PX0423  ___________________________________________________________________
 PX0423* NAD 83(1993)-  44 28 52.41414(N)    109 10 17.69879(W)     ADJUSTED  
 PX0423* NAVD 88     -      1824.7    (meters)    5987.     (feet)  VERTCON   
 PX0423  ___________________________________________________________________
 PX0423  LAPLACE CORR-         -15.32  (seconds)                    DEFLEC99
 PX0423  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 PX0423
 PX0423  HORZ ORDER  -  THIRD
 PX0423
 PX0423.The horizontal coordinates were established by classical geodetic methods
 PX0423.and adjusted by the National Geodetic Survey in January 1997..
 PX0423
 PX0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0423
 PX0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0423
 PX0423.The geoid height was determined by GEOID03.
 PX0423
 PX0423;                    North         East     Units Scale Factor Converg.
 PX0423;SPC WYWC     -   442,304.808   566,463.022   MT  0.99995133   -0 17 43.4
 PX0423;UTM  12      - 4,926,949.697   645,402.160   MT  0.99986000   +1 16 52.9
 PX0423
 PX0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0423!SPC WYWC     -   0.99971567  x   0.99995133  =   0.99966702
 PX0423!UTM  12      -   0.99971567  x   0.99986000  =   0.99957571
 PX0423
 PX0423:                Primary Azimuth Mark                     Grid Az
 PX0423:SPC WYWC     -  SULPHER                                  113 21 37.4
 PX0423:UTM  12      -  SULPHER                                  111 47 01.1
 PX0423
 PX0423|---------------------------------------------------------------------|
 PX0423| PID    Reference Object                     Distance      Geod. Az  |
 PX0423|                                                           dddmmss.s |
 PX0423| PX0416 SULPHER                             APPROX. 4.5 KM 1130354.0 |
 PX0423|---------------------------------------------------------------------|
 PX0423
 PX0423                          SUPERSEDED SURVEY CONTROL
 PX0423
 PX0423  NAD 83(1986)-  44 28 52.40263(N)    109 10 17.69249(W) AD(       ) 3
 PX0423  NAD 27      -  44 28 52.55117(N)    109 10 15.15381(W) AD(       ) 3
 PX0423  NGVD 29 (07/19/86) 1823.6    (m)         5983.     (f) VERT ANG       
 PX0423
 PX0423.Superseded values are not recommended for survey control.
 PX0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0423.See file dsdata.txt to determine how the superseded data were derived.
 PX0423
 PX0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4540226950(NAD 83)
 PX0423_MARKER: DD = SURVEY DISK
 PX0423_SETTING: 80 = SET IN A BOULDER
 PX0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0423+STABILITY: SURFACE MOTION
 PX0423
 PX0423  HISTORY     - Date     Condition        Report By
 PX0423  HISTORY     - 1947     MONUMENTED       USGS
 PX0423
 PX0423                          STATION DESCRIPTION
 PX0423
 PX0423'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0423'LOCATED IN SEC.8, T.52 N., R.103 W., ABOUT 7 MI. SW. OF CODY, WYOMING
 PX0423'ON TOP OF A WHITE GYPSUM BENCH ABOUT 1 MI. S. OF CEDAR MOUNTAIN, ABOUT
 PX0423'2 MI. N. OF IRMA FLAT.  THE GYPSUM BENCH IS LOW ON THE S. FLANK OF
 PX0423'CEDAR MOUNTAIN OVERLOOKING THE MOST EASTERLY NECK OF SHOSHONE
 PX0423'RESERVOIR.
 PX0423'
 PX0423'TO REACH STATION FROM THE POST OFFICE IN CODY, WYOMING, FOLLOW THE S.
 PX0423'FORK HIGHWAY FOR ABOUT 6.9 MI. TO A RD. FORK N. JUST AFTER CROSSING
 PX0423'THE CODY CANAL.  TAKE TRACK RD. N. AND FOLLOW FOR 1.3 MI. TO WHERE THE
 PX0423'RD. PASSES THROUGH A GATE.  LEAVE TRUCK AT THIS POINT AND FOLLOW A
 PX0423'VERY OLD WAGON RD. NW. FOR ABOUT 1 MI. TO THE CREST OF A WHITE GYPSUM
 PX0423'LIKE BENCH.  STATION IS LOCATED ABOUT 25 FT. N. OF THE OLD WAGON RD.
 PX0423'ON A FLAT EMBEDDED BOULDER FLUSH WITH THE GROUND.
 PX0423'
 PX0423'STATION MARK - STANDARD STATION TABLET STAMPED---CAVERN 1947---
 PX0423'CEMENTED IN FLAT EMBEDDED QUARTZITE BOULDER.
 PX0423'
 PX0423'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED--NO.1 CAVERN--
 PX0423'AND CEMENTED IN A RED HARD SANDSTONE BOULDER 17.250 FT. FROM STATION,
 PX0423'N 41 DEG 52 MIN E.
 PX0423'
 PX0423'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED--NO.2 CAVERN--
 PX0423'AND CEMENTED IN A FLAT GREY BOULDER 52.710 FT. FROM STATION,
 PX0423'S 26 DEG 37 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA1862 ***********************************************************************
 AA1862  CBN         -  This is a Cooperative Base Network Control Station.
 AA1862  DESIGNATION -  CB 20
 AA1862  PID         -  AA1862
 AA1862  STATE/COUNTY-  WY/CONVERSE
 AA1862  USGS QUAD   -  GLENROCK (1974)
 AA1862
 AA1862                         *CURRENT SURVEY CONTROL
 AA1862  ___________________________________________________________________
 AA1862* NAD 83(1993)-  42 50 12.36049(N)    105 48 41.55217(W)     ADJUSTED  
 AA1862* NAVD 88     -      1523.6    (meters)    4999.     (feet)  GPS OBS   
 AA1862  ___________________________________________________________________
 AA1862  X           -  -1,276,652.454 (meters)                     COMP
 AA1862  Y           -  -4,508,127.555 (meters)                     COMP
 AA1862  Z           -   4,315,248.558 (meters)                     COMP
 AA1862  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 AA1862  ELLIP HEIGHT-        1509.89  (meters)          (09/07/01) GPS OBS
 AA1862  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 AA1862
 AA1862  HORZ ORDER  -  B
 AA1862  ELLP ORDER  -  FOURTH    CLASS I
 AA1862
 AA1862.The horizontal coordinates were established by GPS observations
 AA1862.and adjusted by the National Geodetic Survey in October 1994..
 AA1862
 AA1862.The orthometric height was determined by GPS observations and a
 AA1862.high-resolution geoid model.
 AA1862
 AA1862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1862
 AA1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1862
 AA1862.The ellipsoidal height was determined by GPS observations
 AA1862.and is referenced to NAD 83.
 AA1862
 AA1862.The geoid height was determined by GEOID03.
 AA1862
 AA1862;                    North         East     Units Scale Factor Converg.
 AA1862;SPC WY E     -   259,722.873   147,280.446   MT  0.99997168   -0 26 18.5
 AA1862;UTM  13      - 4,743,007.651   433,677.524   MT  0.99965411   -0 33 06.5
 AA1862
 AA1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1862!SPC WY E     -   0.99976327  x   0.99997168  =   0.99973495
 AA1862!UTM  13      -   0.99976327  x   0.99965411  =   0.99941746
 AA1862
 AA1862                          SUPERSEDED SURVEY CONTROL
 AA1862
 AA1862  ELLIP H (10/19/94) 1509.93   (m)                       GP(       ) 4 1
 AA1862
 AA1862.Superseded values are not recommended for survey control.
 AA1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1862.See file dsdata.txt to determine how the superseded data were derived.
 AA1862
 AA1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3367843008(NAD 83)
 AA1862_MARKER: DD = SURVEY DISK
 AA1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1862_STAMPING: CB 20 1947 4996
 AA1862_MARK LOGO: USGS  
 AA1862_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1862+STABILITY: SURFACE MOTION
 AA1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1862+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1993
 AA1862
 AA1862  HISTORY     - Date     Condition        Report By
 AA1862  HISTORY     - 1947     MONUMENTED       USGS
 AA1862  HISTORY     - 19930613 GOOD             NGS
 AA1862
 AA1862                          STATION DESCRIPTION
 AA1862
 AA1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA1862'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHEAST OF GLENROCK, IN THE
 AA1862'SOUTH ANGLE OF THE JUNCTION OF STATE HIGHWAY 90 AND THE BUSINESS
 AA1862'ROUTES FOR INTERSTATE HIGHWAY 25 AND US HIGHWAYS 20, 26 AND 87, ON
 AA1862'HIGHWAY RIGHT-OF-WAY, IN THE NORTHEAST CORNER OF SECTION 14, T 33 N, R
 AA1862'75 W.  OWNERSHIP--STATE HIGHWAY DEPARTMENT. TO REACH FROM THE
 AA1862'UNDERPASS AT THE JUNCTION OF THE BYPASS AND BUSINESS ROUTES FOR
 AA1862'INTERSTATE HIGHWAY 25 AND US HIGHWAYS 20, 26 AND 87 (EXIT 160), ABOUT
 AA1862'8 KM (4.95 MI) SOUTHEAST OF GLENROCK, GO NORTHEAST ON BUSINESS ROUTES
 AA1862'FOR HIGHWAYS 25, 20, 26 AND 87 FOR 1.90 KM (1.20 MI) TO A PAVED ROAD
 AA1862'LEFT.  TURN LEFT, SOUTHWEST, ON STATE HIGHWAY 90 FOR 0.06 KM (0.05 MI)
 AA1862'TO THE STATION ON THE LEFT. STATION MARK IS SET IN THE TOP OF A 25-CM
 AA1862'SQUARE CONCRETE POST PROJECTING 5 CM ABOVE GROUND.  IT IS 14.5 M (47.6
 AA1862'FT) SOUTHEAST OF, AND 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY CENTER,
 AA1862'4.8 M (15.7 FT) SOUTHWEST OF A FENCE CORNER, 24.8 M (81.4 FT)
 AA1862'NORTHEAST OF UTILITY POLE 149900, 0.6 M (2.0 FT) NORTHWEST OF THE
 AA1862'RIGHT-OF-WAY FENCE, AND 0.4 M (1.3 FT) SOUTHEAST OF A FIBERGLASS
 AA1862'WITNESS POST. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0107 ***********************************************************************
 NR0107  DESIGNATION -  CB 59
 NR0107  PID         -  NR0107
 NR0107  STATE/COUNTY-  WY/NATRONA
 NR0107  USGS QUAD   -  SQUAW SPRING (1992)
 NR0107
 NR0107                         *CURRENT SURVEY CONTROL
 NR0107  ___________________________________________________________________
 NR0107* NAD 83(1986)-  42 26 41.     (N)    106 06 57.     (W)     SCALED    
 NR0107* NAVD 88     -      2350.544  (meters)    7711.74   (feet)  ADJUSTED  
 NR0107  ___________________________________________________________________
 NR0107  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 NR0107  DYNAMIC HT  -        2348.707 (meters)    7705.72  (feet)  COMP
 NR0107  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 NR0107
 NR0107  VERT ORDER  -  SECOND    CLASS 0
 NR0107
 NR0107.The horizontal coordinates were scaled from a topographic map and have
 NR0107.an estimated accuracy of +/- 6 seconds.
 NR0107
 NR0107.The orthometric height was determined by differential leveling
 NR0107.and adjusted by the National Geodetic Survey in June 1991..
 NR0107
 NR0107.The geoid height was determined by GEOID03.
 NR0107
 NR0107.The dynamic height is computed by dividing the NAVD 88
 NR0107.geopotential number by the normal gravity value computed on the
 NR0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0107.degrees latitude (g = 980.6199 gals.).
 NR0107
 NR0107.The modeled gravity was interpolated from observed gravity values.
 NR0107
 NR0107;                    North         East    Units  Estimated Accuracy
 NR0107;SPC WYEC     -   316,690.      500,160.      MT  (+/- 180 meters Scaled)
 NR0107
 NR0107                          SUPERSEDED SURVEY CONTROL
 NR0107
 NR0107  NGVD 29 (??/??/92) 2349.444  (m)         7708.13   (f) ADJ UNCH    2 0
 NR0107
 NR0107.Superseded values are not recommended for survey control.
 NR0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0107.See file dsdata.txt to determine how the superseded data were derived.
 NR0107
 NR0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG082997(NAD 83)
 NR0107_MARKER: DD = SURVEY DISK
 NR0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0107_STAMPING: CB 59 1947
 NR0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0107+STABILITY: SURFACE MOTION
 NR0107
 NR0107  HISTORY     - Date     Condition        Report By
 NR0107  HISTORY     - 1947     MONUMENTED       USGS
 NR0107  HISTORY     - 1959     GOOD             NGS
 NR0107
 NR0107                          STATION DESCRIPTION
 NR0107
 NR0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0107'43.75 MI N FROM MEDICINE BOW.
 NR0107'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0107'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 NORTH ALONG A
 NR0107'PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0107'ABOUT 24.65 MILES NORTHEAST ALONG A DIRT ROAD, AT THE JUNCTION OF A
 NR0107'ROAD LEADING NORTHEAST, 21 FEET NORTHWEST OF THE CENTER LINE OF THE
 NR0107'ROAD, IN SECTION 31, R 77 W, T 29 N, 14 FEET SOUTHEAST OF THE CENTER
 NR0107'LINE OF THE ROAD LEADING NORTHEAST, ABOUT LEVEL WITH THE ROADS, AND IN
 NR0107'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0106 ***********************************************************************
 NR0106  DESIGNATION -  CB 60
 NR0106  PID         -  NR0106
 NR0106  STATE/COUNTY-  WY/NATRONA
 NR0106  USGS QUAD   -  SQUAW SPRING (1992)
 NR0106
 NR0106                         *CURRENT SURVEY CONTROL
 NR0106  ___________________________________________________________________
 NR0106* NAD 83(1986)-  42 26 16.     (N)    106 06 07.     (W)     SCALED    
 NR0106* NAVD 88     -      2276.771  (meters)    7469.71   (feet)  ADJUSTED  
 NR0106  ___________________________________________________________________
 NR0106  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 NR0106  DYNAMIC HT  -        2275.012 (meters)    7463.94  (feet)  COMP
 NR0106  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 NR0106
 NR0106  VERT ORDER  -  SECOND    CLASS 0
 NR0106
 NR0106.The horizontal coordinates were scaled from a topographic map and have
 NR0106.an estimated accuracy of +/- 6 seconds.
 NR0106
 NR0106.The orthometric height was determined by differential leveling
 NR0106.and adjusted by the National Geodetic Survey in June 1991..
 NR0106
 NR0106.The geoid height was determined by GEOID03.
 NR0106
 NR0106.The dynamic height is computed by dividing the NAVD 88
 NR0106.geopotential number by the normal gravity value computed on the
 NR0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0106.degrees latitude (g = 980.6199 gals.).
 NR0106
 NR0106.The modeled gravity was interpolated from observed gravity values.
 NR0106
 NR0106;                    North         East    Units  Estimated Accuracy
 NR0106;SPC WYEC     -   315,940.      501,310.      MT  (+/- 180 meters Scaled)
 NR0106
 NR0106                          SUPERSEDED SURVEY CONTROL
 NR0106
 NR0106  NGVD 29 (??/??/92) 2275.690  (m)         7466.16   (f) ADJ UNCH    2 0
 NR0106
 NR0106.Superseded values are not recommended for survey control.
 NR0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0106.See file dsdata.txt to determine how the superseded data were derived.
 NR0106
 NR0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG093989(NAD 83)
 NR0106_MARKER: DD = SURVEY DISK
 NR0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0106_STAMPING: CB 60 1947
 NR0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0106+STABILITY: SURFACE MOTION
 NR0106
 NR0106  HISTORY     - Date     Condition        Report By
 NR0106  HISTORY     - 1947     MONUMENTED       USGS
 NR0106  HISTORY     - 1959     GOOD             NGS
 NR0106
 NR0106                          STATION DESCRIPTION
 NR0106
 NR0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0106'42.75 MI N FROM MEDICINE BOW.
 NR0106'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0106'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0106'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0106'ABOUT 23.65 MILES NORTHEAST ALONG A DIRT ROAD, 32 FEET NORTHEAST OF
 NR0106'THE CENTER LINE OF THE ROAD, IN SECTION 32, R 77 W, T 29 N, ABOUT 0.3
 NR0106'MILE NORTH OF THE CARBON-NATRONA COUNTY LINE, ABOUT LEVEL WITH THE
 NR0106'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0395 ***********************************************************************
 OW0395  DESIGNATION -  CE 1
 OW0395  PID         -  OW0395
 OW0395  STATE/COUNTY-  WY/FREMONT
 OW0395  USGS QUAD   -  BULL LAKE WEST (1993)
 OW0395
 OW0395                         *CURRENT SURVEY CONTROL
 OW0395  ___________________________________________________________________
 OW0395* NAD 83(1993)-  43 14 38.16301(N)    109 07 35.00469(W)     ADJUSTED  
 OW0395* NAVD 88     -      1932.8    (meters)    6341.     (feet)  VERTCON   
 OW0395  ___________________________________________________________________
 OW0395  LAPLACE CORR-         -18.31  (seconds)                    DEFLEC99
 OW0395  GEOID HEIGHT-         -10.15  (meters)                     GEOID03
 OW0395
 OW0395  HORZ ORDER  -  THIRD
 OW0395
 OW0395.The horizontal coordinates were established by classical geodetic methods
 OW0395.and adjusted by the National Geodetic Survey in January 1997..
 OW0395
 OW0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0395
 OW0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0395
 OW0395.The geoid height was determined by GEOID03.
 OW0395
 OW0395;                    North         East     Units Scale Factor Converg.
 OW0395;SPC WYWC     -   304,820.766   569,432.366   MT  0.99994899   -0 15 28.3
 OW0395;UTM  12      - 4,789,608.069   652,111.043   MT  0.99988463   +1 17 01.9
 OW0395
 OW0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0395!SPC WYWC     -   0.99969859  x   0.99994899  =   0.99964759
 OW0395!UTM  12      -   0.99969859  x   0.99988463  =   0.99958325
 OW0395
 OW0395:                Primary Azimuth Mark                     Grid Az
 OW0395:SPC WYWC     -  CROWHEART                                018 51 08.9
 OW0395:UTM  12      -  CROWHEART                                017 18 38.7
 OW0395
 OW0395|---------------------------------------------------------------------|
 OW0395| PID    Reference Object                     Distance      Geod. Az  |
 OW0395|                                                           dddmmss.s |
 OW0395| OW0328 CROWHEART                           APPROX. 7.8 KM 0183540.6 |
 OW0395|---------------------------------------------------------------------|
 OW0395
 OW0395                          SUPERSEDED SURVEY CONTROL
 OW0395
 OW0395  NAD 83(1986)-  43 14 38.15368(N)    109 07 34.99270(W) AD(       ) 3
 OW0395  NGVD 29 (11/06/89) 1931.7    (m)         6338.     (f) VERT ANG       
 OW0395
 OW0395.Superseded values are not recommended for survey control.
 OW0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0395.See file dsdata.txt to determine how the superseded data were derived.
 OW0395
 OW0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN5211189608(NAD 83)
 OW0395_MARKER: DS = TRIANGULATION STATION DISK
 OW0395_SETTING: 0 = UNSPECIFIED SETTING
 OW0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0395
 OW0395  HISTORY     - Date     Condition        Report By
 OW0395  HISTORY     - 1948     MONUMENTED       USGS
 OW0395
 OW0395                          STATION DESCRIPTION
 OW0395
 OW0395'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0395'LOCATED ABOUT 21 MI. (AIRLINE) NW. OF FORT WASHAKIE ON A NW. SMALL
 OW0395'SANDY HILL TOP, IN SW. 1/4 SEC. 9, T 3 N, R 3 W.
 OW0395'
 OW0395'TO REACH FROM FORT WASHAKIE, DRIVE W. ON U.S. HIGHWAY 287, 25.2 MI.
 OW0395'TO DIRT RD. RUNNING SE.  TURN LEFT (S.) OFF OF HIGHWAY ON TO DIRT RD.
 OW0395'AND DRIVE S. AND E. DOWN HILL 0.3 MI. TO STREAM, FORD STREAM AND
 OW0395'PROCEED SOUTHERLY UP HILL ALONG OLD HIGHWAY TO TOP 0.3 MI. AND RD.
 OW0395'FORK WHERE OLD HIGHWAY GOES E. AND OTHER DIRT RD. RUNS S.  TAKE DIRT
 OW0395'RD. TO S. 1.6 MI., CROSSING SANDY DRAW AND PARALLEL WITH FENCE AND
 OW0395'DRAW.  PROCEED S. ALONG FENCE AND ON E. SIDE OF DRAW 0.4 MI.  TURN W.
 OW0395'(RIGHT) CROSSING DRAW NEAR FENCE CORNER.  CONTINUE SW. ALONG RD. 0.15
 OW0395'MI.  TURN OFF RD. TO RIGHT (NW.) AND HEAD FOR SMALL HILL ABOUT 1500
 OW0395'FT. FROM RD. AND STATION SITE.
 OW0395'
 OW0395'STATION MARK--STANDARD TABLET STAMPED---BMCE-1 1948 6324---, SET IN
 OW0395'CONCRETE AND BURIED IN GROUND.
 OW0395'
 OW0395'REFERENCE MARK NO. 1--CHISELED CROSS IN SMALL BOULDER, 20.22 FT. FROM
 OW0395'THE STATION MARK IN TRUE AZIMUTH.
 OW0395'
 OW0395'REFERENCE MARK NO. 2--CHISELED CROSS IN SMALL BOULDER, 25.47 FT. FROM
 OW0395'THE STATION MARK IN TRUE AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0556 ***********************************************************************
 MP0556  DESIGNATION -  CEDAR
 MP0556  PID         -  MP0556
 MP0556  STATE/COUNTY-  WY/CARBON
 MP0556  USGS QUAD   -  FINLEY RESERVOIR (1992)
 MP0556
 MP0556                         *CURRENT SURVEY CONTROL
 MP0556  ___________________________________________________________________
 MP0556* NAD 83(1993)-  41 24 09.25665(N)    106 39 44.82024(W)     ADJUSTED  
 MP0556* NAVD 88     -      2384.0    (meters)    7822.     (feet)  VERTCON   
 MP0556  ___________________________________________________________________
 MP0556  LAPLACE CORR-           8.58  (seconds)                    DEFLEC99
 MP0556  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 MP0556
 MP0556  HORZ ORDER  -  SECOND
 MP0556
 MP0556.The horizontal coordinates were established by classical geodetic methods
 MP0556.and adjusted by the National Geodetic Survey in January 1997..
 MP0556
 MP0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0556
 MP0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0556
 MP0556.The geoid height was determined by GEOID03.
 MP0556
 MP0556;                    North         East     Units Scale Factor Converg.
 MP0556;SPC WYEC     -   200,444.163   456,096.713   MT  0.99997621   +0 26 37.3
 MP0556;UTM  13      - 4,584,781.347   361,037.075   MT  0.99983765   -1 05 58.7
 MP0556
 MP0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0556!SPC WYEC     -   0.99962804  x   0.99997621  =   0.99960425
 MP0556!UTM  13      -   0.99962804  x   0.99983765  =   0.99946575
 MP0556
 MP0556|---------------------------------------------------------------------|
 MP0556| PID    Reference Object                     Distance      Geod. Az  |
 MP0556|                                                           dddmmss.s |
 MP0556| CP4663 CEDAR RM 1                           11.036 METERS 03155     |
 MP0556| CP4662 CEDAR AZ MK                                        0711308.9 |
 MP0556| CP4664 CEDAR RM 2                           12.058 METERS 27230     |
 MP0556|---------------------------------------------------------------------|
 MP0556
 MP0556                          SUPERSEDED SURVEY CONTROL
 MP0556
 MP0556  NAD 83(1986)-  41 24 09.24845(N)    106 39 44.81590(W) AD(       ) 2
 MP0556  NAD 27      -  41 24 09.37600(N)    106 39 42.69900(W) AD(       ) 2
 MP0556  NGVD 29 (07/19/86) 2382.8    (m)         7818.     (f) VERT ANG       
 MP0556
 MP0556.Superseded values are not recommended for survey control.
 MP0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0556.See file dsdata.txt to determine how the superseded data were derived.
 MP0556
 MP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF6103784781(NAD 83)
 MP0556_MARKER: DS = TRIANGULATION STATION DISK
 MP0556_SETTING: 80 = SET IN A BOULDER
 MP0556_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0556
 MP0556  HISTORY     - Date     Condition        Report By
 MP0556  HISTORY     - 1948     MONUMENTED       CGS
 MP0556  HISTORY     - 1959     GOOD             USGS
 MP0556
 MP0556                          STATION DESCRIPTION
 MP0556
 MP0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0556'THE STATION IS LOCATED ABOUT 8.5 MILES AIR LINE SOUTHEAST OF
 MP0556'SARATOGA ON A LOW SAGEBRUSH-COVERED HILL THAT SLOPES GRADUALLY
 MP0556'TO THE EAST AND SHARPLY TO THE WEST.  THE STATION MARK PROJECTS
 MP0556'3 INCHES, IS SET 40 FEET NORTH OF A ROCK OUTCROP WHICH PROJECTS
 MP0556'5 FEET, 25 FEET SOUTHWEST OF A ROCK OUTCROP WHICH PROJECTS
 MP0556'4 FEET, AND 9 FEET NORTHEAST OF A WHITE WITNESS POST.  IT IS
 MP0556'STAMPED, CEDAR 1948.
 MP0556'
 MP0556'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS SET 12 FEET NORTH
 MP0556'OF A ROCK OUTCROP WHICH PROJECTS 4 FEET, AND IS AT THE SAME
 MP0556'ELEVATION AS THE STATION MARK.  IT IS STAMPED, CEDAR NO 1 1948.
 MP0556'
 MP0556'REFERENCE MARK NO. 2 IS SET FLUSH, 2 FEET LOWER THAN THE STATION
 MP0556'MARK.  IT IS STAMPED, CEDAR NO 2 1948.
 MP0556'
 MP0556'THE AZIMUTH MARK PROJECTS 14 INCHES, IS SET ON A SAGEBRUSH-COVERED
 MP0556'RIDGE 0.15 MILE WEST OF A LONE CEDAR TREE AND 10 FEET WEST
 MP0556'OF A WHITE WITNESS POST.  IT IS STAMPED, CEDAR 1948.
 MP0556'
 MP0556'TO REACH THE STATION FROM THE DEPOT IN SARATOGA.  GO EAST ON
 MP0556'A GRAVEL ROAD 1.45 MILE TO A FORK.  CONTINUE TO THE RIGHT ON
 MP0556'MAIN ROAD 7.95 MILES TO A ROAD RIGHT JUST AFTER CROSSING AN
 MP0556'IRRIGATION DITCH.  TURN RIGHT, GO 0.15 MILE TO TRACKS LEADING
 MP0556'RIGHT.  TURN RIGHT, GO WEST 0.4 MILE TO A LONE CEDAR TREE.
 MP0556'CONTINUE WEST 0.15 MILE TO TOP OF RIDGE AND AZIMUTH MARK.
 MP0556'CONTINUE WEST 0.4 MILE TO THE HIGHEST POINT OF HILL AND
 MP0556'STATION.  A DRIVE STATION.
 MP0556
 MP0556                          STATION RECOVERY (1959)
 MP0556
 MP0556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0556'RECOVERED.
 MP0556'
 MP0556'STATION MARK--STANDARD USC AND GS DISK, CEMENTED IN A CONCRETE POST,
 MP0556'STAMPED ---CEDAR 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0490 ***********************************************************************
 NR0490  DESIGNATION -  CEDAR
 NR0490  PID         -  NR0490
 NR0490  STATE/COUNTY-  WY/FREMONT
 NR0490  USGS QUAD   -  MUSKRAT BASIN (1984)
 NR0490
 NR0490                         *CURRENT SURVEY CONTROL
 NR0490  ___________________________________________________________________
 NR0490* NAD 83(1993)-  42 44 08.70943(N)    107 50 56.75192(W)     ADJUSTED  
 NR0490* NAVD 88     -      2259.5    (meters)    7413.     (feet)  VERTCON   
 NR0490  ___________________________________________________________________
 NR0490  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 NR0490  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 NR0490
 NR0490  HORZ ORDER  -  THIRD
 NR0490
 NR0490.The horizontal coordinates were established by classical geodetic methods
 NR0490.and adjusted by the National Geodetic Survey in January 1997..
 NR0490
 NR0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0490
 NR0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0490
 NR0490.The geoid height was determined by GEOID03.
 NR0490
 NR0490;                    North         East     Units Scale Factor Converg.
 NR0490;SPC WYWC     -   248,693.923   673,770.089   MT  1.00000443   +0 36 41.0
 NR0490;UTM  13      - 4,735,408.058   266,774.328   MT  1.00026925   -1 56 03.5
 NR0490
 NR0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0490!SPC WYWC     -   0.99964776  x   1.00000443  =   0.99965218
 NR0490!UTM  13      -   0.99964776  x   1.00026925  =   0.99991691
 NR0490
 NR0490:                Primary Azimuth Mark                     Grid Az
 NR0490:SPC WYWC     -  BETWEEN                                  089 08 26.4
 NR0490:UTM  13      -  BETWEEN                                  091 41 10.9
 NR0490
 NR0490|---------------------------------------------------------------------|
 NR0490| PID    Reference Object                     Distance      Geod. Az  |
 NR0490|                                                           dddmmss.s |
 NR0490| NR0489 BETWEEN                             APPROX. 7.2 KM 0894507.4 |
 NR0490|---------------------------------------------------------------------|
 NR0490
 NR0490                          SUPERSEDED SURVEY CONTROL
 NR0490
 NR0490  NAD 83(1986)-  42 44 08.69684(N)    107 50 56.75340(W) AD(       ) 3
 NR0490  NAD 27      -  42 44 08.85071(N)    107 50 54.46342(W) AD(       ) 3
 NR0490  NGVD 29 (07/19/86) 2258.4    (m)         7409.     (f) VERT ANG       
 NR0490
 NR0490.Superseded values are not recommended for survey control.
 NR0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0490.See file dsdata.txt to determine how the superseded data were derived.
 NR0490
 NR0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH6677435408(NAD 83)
 NR0490_MARKER: DD = SURVEY DISK
 NR0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0490+STABILITY: SURFACE MOTION
 NR0490
 NR0490  HISTORY     - Date     Condition        Report By
 NR0490  HISTORY     - 1950     MONUMENTED       USGS
 NR0490
 NR0490                          STATION DESCRIPTION
 NR0490
 NR0490'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0490'STATION IS LOCATED ON NORTHERLY POINT OF RIM ABOUT 10 MI. NE. OF
 NR0490'SWEETWATER BRIDGE ON HIGHWAY 287 AND 40 MI. SE. OF LANDER, WYOMING,
 NR0490'AND ABOUT 11 MI. (AIRLINE) E. OF SAND DRAW PUMPING STATION.
 NR0490'
 NR0490'TO REACH FROM BRIDGE OVER SWEETWATER RIVER ON HIGHWAY 287, ABOUT 40
 NR0490'MI. SE. OF LANDER, WYOMING, GO E. ON HIGHWAY 287 FOR 2.7 MI. TO
 NR0490'JUNCTION OF DIRT RD. N., TURN LEFT THRU CATTLEGUARD AND FOLLOW MAIN
 NR0490'RD. 2.9 MI. TO JUNCTION OF OLD HIGHWAY, TURN RIGHT (E.) AND FOLLOW
 NR0490'OLD HIGHWAY 5.4 MI. TO ENTRANCE OF GRAHAM RANCH, TURN LEFT ON RANCH
 NR0490'RD. 0.4 MI. TO CATTLEGUARD, THENCE 0.4 MI. TO BRIDGE OVER SWEETWATER
 NR0490'RIVER, THENCE UP HILL 0.1 MI. TO FRONT OF GRAHAM RANCH HOUSE, TURN
 NR0490'RIGHT (E.) ALONG FENCE 0.1 MI. TO GATE, FOLLOW MAIN TRAVELED TRACK
 NR0490'RD. IN GENERAL DIRECTION OF SWEETWATER RIVER 1.8 MI. TO GATE AT RIVER
 NR0490'BANK, CONTINUE ON MAIN RD. 0.6 MI. TO GATE LEAVING SWEETWATER RIVER
 NR0490'AND HEADING N., CONTINUE NORTHERLY 2.4 MI. TO CROSSROADS NEAR
 NR0490'WINDMILL, CONTINUE STRAIGHT N. FOR 3.2 MI. TO Y-RD., TURN RIGHT (E.)
 NR0490'0.4 MI. TO Y-RD., TURN LEFT (N.) 1.3 MI. TO SECOND GATE, CONTINUE 2.7
 NR0490'MI. TO RD. FORKS, TAKE RIGHT ON BLADED RD. 2.7 MI. TO CROSSROADS,
 NR0490'CONTINUE STRAIGHT N. FOR 1.6 MI. TO CROSSROADS, CONTINUE STRAIGHT
 NR0490'N. FOR 0.6 MI. TO T-RD. AT N. EDGE OF RIM, TURN RIGHT (E.) AND
 NR0490'FOLLOW N. EDGE OF RIM 0.9 MI. TO HIGHEST AND MOST NORTHERLY PORTION
 NR0490'OF RIM AND STATION SITE 40 FT. S. OF RIM.
 NR0490'
 NR0490'STATION MARK--STANDARD BRONZE TABLET SET IN 6 X 6 IN. CONCRETE POST
 NR0490'PROJECTING 4 IN., AND STAMPED ---CEDAR 1950 VABM 7409---.
 NR0490'
 NR0490'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET SET IN 6 X 6 IN. CONCRETE
 NR0490'POST PROJECTING 6 IN., AND STAMPED ---CEDAR NO. 1 1950---, AND IS
 NR0490'81.05 FT. SW. OF STATION, N 36 DEG 44 MIN E.
 NR0490'
 NR0490'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET SET IN 6 X 6 IN. CONCRETE
 NR0490'POST PROJECTING 5 IN., AND STAMPED ---CEDAR NO. 2 1950---, AND IS
 NR0490'80.10 FT. NW. OF STATION, S 57 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0172 ***********************************************************************
 NS0172  DESIGNATION -  CEDAR
 NS0172  PID         -  NS0172
 NS0172  STATE/COUNTY-  WY/FREMONT
 NS0172  USGS QUAD   -  RED CANYON (1978)
 NS0172
 NS0172                         *CURRENT SURVEY CONTROL
 NS0172  ___________________________________________________________________
 NS0172* NAD 83(1993)-  42 37 24.20129(N)    108 22 05.54475(W)     ADJUSTED  
 NS0172* NAVD 88     -      1913.0    (meters)    6276.     (feet)  VERTCON   
 NS0172  ___________________________________________________________________
 NS0172  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 NS0172  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 NS0172
 NS0172  HORZ ORDER  -  THIRD
 NS0172
 NS0172.The horizontal coordinates were established by classical geodetic methods
 NS0172.and adjusted by the National Geodetic Survey in January 1997..
 NS0172
 NS0172.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0172
 NS0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0172
 NS0172.The geoid height was determined by GEOID03.
 NS0172
 NS0172;                    North         East     Units Scale Factor Converg.
 NS0172;SPC WYWC     -   235,889.718   631,319.302   MT  0.99994956   +0 15 30.8
 NS0172;UTM  12      - 4,722,352.055   715,825.003   MT  1.00017312   +1 46 58.3
 NS0172
 NS0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0172!SPC WYWC     -   0.99970204  x   0.99994956  =   0.99965162
 NS0172!UTM  12      -   0.99970204  x   1.00017312  =   0.99987511
 NS0172
 NS0172:                Primary Azimuth Mark                     Grid Az
 NS0172:SPC WYWC     -  SANDRAW OIL STACK                        044 38 04.0
 NS0172:UTM  12      -  SANDRAW OIL STACK                        043 06 36.5
 NS0172
 NS0172|---------------------------------------------------------------------|
 NS0172| PID    Reference Object                     Distance      Geod. Az  |
 NS0172|                                                           dddmmss.s |
 NS0172| NS0153 SANDRAW OIL STACK                   APPROX.21.7 KM 0445334.8 |
 NS0172| NS0165 DEVILS GAP                          APPROX.10.4 KM 0751936.2 |
 NS0172|---------------------------------------------------------------------|
 NS0172
 NS0172                          SUPERSEDED SURVEY CONTROL
 NS0172
 NS0172  NAD 83(1986)-  42 37 24.18573(N)    108 22 05.54472(W) AD(       ) 3
 NS0172  NAD 27      -  42 37 24.38781(N)    108 22 03.53900(W) AD(       ) 3
 NS0172  NGVD 29 (07/19/86) 1912.0    (m)         6273.     (f) VERT ANG       
 NS0172
 NS0172.Superseded values are not recommended for survey control.
 NS0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0172.See file dsdata.txt to determine how the superseded data were derived.
 NS0172
 NS0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1582522352(NAD 83)
 NS0172_MARKER: DD = SURVEY DISK
 NS0172_SETTING: 66 = SET IN ROCK OUTCROP
 NS0172_SP_SET: SET IN BEDROCK
 NS0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0172+STABILITY: POSITION/ELEVATION WELL
 NS0172
 NS0172  HISTORY     - Date     Condition        Report By
 NS0172  HISTORY     - 1951     MONUMENTED       USGS
 NS0172
 NS0172                          STATION DESCRIPTION
 NS0172
 NS0172'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0172'LOCATED ABOUT 27 MI.AIRLINE SE. OF POST OFFICE IN LANDER, WYOMING.
 NS0172'ABOUT 12 MI. -AIRLINE- FROM BRIDGE CROSSING OVER THE SWEETWATER RIVER
 NS0172'ON U.S. HIGHWAY 287.
 NS0172'STATION IS S. OF U.S. HIGHWAY 287 ON CEDAR RIDGE.
 NS0172'
 NS0172'TO REACH STATION FROM POST OFFICE IN LANDER, GO ONE BLOCK S. TO
 NS0172'JUNCTION OF U.S. HIGHWAY 287.  TURN LEFT AND PROCEED SE. ON U.S. 287
 NS0172'FOR 25.7 MI.  TURN RIGHT OFF U.S. 287 ONTO DIRT RD. GOING SOUTH DOWN
 NS0172'W.SIDE OF LARGE N-S. DRAIN.  CONTINUE ON THIS RD. FOR 0.9 MI. TO FENCE
 NS0172'GATE.  GO THROUGH GATE AND CONTINUE ON RD. FOR 0.7 MI. TO PASSING
 NS0172'PLACE AT BEND IN RD.  LEAVE VEHICLE AT THIS POINT.  STATION CAN BE
 NS0172'REACHED BY A TWENTY MINUTE HIKE UP RIDGE TO W. OF RD.  STATION IS
 NS0172'LOCATED ON N. END OF THE HIGHEST PART OF RIDGE.  RIDGE IS SPOTTED WITH
 NS0172'CEDAR SCRUB.
 NS0172'
 NS0172'STATION MARK - A STANDARD BRONZE TABLET SET IN LARGE FLAT BEDROCK
 NS0172'OUTCROP.  STAMPED WR CEDAR 1951.
 NS0172'
 NS0172'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0422 ***********************************************************************
 PX0422  DESIGNATION -  CEDAR
 PX0422  PID         -  PX0422
 PX0422  STATE/COUNTY-  WY/PARK
 PX0422  USGS QUAD   -  IRMA FLATS (1987)
 PX0422
 PX0422                         *CURRENT SURVEY CONTROL
 PX0422  ___________________________________________________________________
 PX0422* NAD 83(1993)-  44 29 35.66404(N)    109 10 10.92844(W)     ADJUSTED  
 PX0422* NAVD 88     -      2405.5    (meters)    7892.     (feet)  VERTCON   
 PX0422  ___________________________________________________________________
 PX0422  LAPLACE CORR-         -16.26  (seconds)                    DEFLEC99
 PX0422  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 PX0422
 PX0422  HORZ ORDER  -  THIRD
 PX0422
 PX0422.The horizontal coordinates were established by classical geodetic methods
 PX0422.and adjusted by the National Geodetic Survey in January 1997..
 PX0422
 PX0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0422
 PX0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0422
 PX0422.The geoid height was determined by GEOID03.
 PX0422
 PX0422;                    North         East     Units Scale Factor Converg.
 PX0422;SPC WYWC     -   443,638.957   566,619.480   MT  0.99995120   -0 17 38.9
 PX0422;UTM  12      - 4,928,287.525   645,521.834   MT  0.99986043   +1 16 58.6
 PX0422
 PX0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0422!SPC WYWC     -   0.99962467  x   0.99995120  =   0.99957589
 PX0422!UTM  12      -   0.99962467  x   0.99986043  =   0.99948515
 PX0422
 PX0422:                Primary Azimuth Mark                     Grid Az
 PX0422:SPC WYWC     -  TIMBER                                   239 03 44.4
 PX0422:UTM  12      -  TIMBER                                   237 29 06.9
 PX0422
 PX0422|---------------------------------------------------------------------|
 PX0422| PID    Reference Object                     Distance      Geod. Az  |
 PX0422|                                                           dddmmss.s |
 PX0422| PX0435 TIMBER                              APPROX.18.8 KM 2384605.5 |
 PX0422|---------------------------------------------------------------------|
 PX0422
 PX0422                          SUPERSEDED SURVEY CONTROL
 PX0422
 PX0422  NAD 83(1986)-  44 29 35.65265(N)    109 10 10.92133(W) AD(       ) 3
 PX0422  NAD 27      -  44 29 35.79851(N)    109 10 08.38578(W) AD(       ) 3
 PX0422  NGVD 29 (07/19/86) 2404.4    (m)         7888.     (f) VERT ANG       
 PX0422
 PX0422.Superseded values are not recommended for survey control.
 PX0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0422.See file dsdata.txt to determine how the superseded data were derived.
 PX0422
 PX0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4552228288(NAD 83)
 PX0422_MARKER: DD = SURVEY DISK
 PX0422_SETTING: 80 = SET IN A BOULDER
 PX0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0422+STABILITY: SURFACE MOTION
 PX0422
 PX0422  HISTORY     - Date     Condition        Report By
 PX0422  HISTORY     - 1954     MONUMENTED       USGS
 PX0422
 PX0422                          STATION DESCRIPTION
 PX0422
 PX0422'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0422'THE STATION IS LOCATED ABOUT 7 MI. SW. FROM CODY, WYOMING, AND ON THE
 PX0422'HIGHEST POINT OF CEDAR MOUNTAIN.
 PX0422'
 PX0422'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND 20 AND STATE
 PX0422'SECONDARY 148, WHICH IS 2 MI. W. OF CODY, GO 1.8 MI. ON NO.148, TURN
 PX0422'RIGHT AND LEAVE NO.148 AND PASS THRU TWO GATES ABOUT 50 FT. APART AND
 PX0422'GO 4.5 MI. ON ROCKY RD. TO Y-JUNCTION, TAKE LEFT FORK 0.2 MI. PASSING
 PX0422'SMALL CONCRETE BLOCK HOUSE ON TOP OF MOUNTAIN.  PROCEED ON TRAIL RD.
 PX0422'THRU TIMBER 0.9 MI. FROM HOUSE TO END OF RD. AT STATION.
 PX0422'
 PX0422'STATION MARK - STANDARD USGS TRIANGULATION MARKER CEMENTED ON A
 PX0422'BOULDER STAMPED ---CEDAR 1954---.
 PX0422'
 PX0422'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK CEMENTED IN LEDGE ROCK,
 PX0422'STAMPED ---CEDAR REF NO.1--- 11.40 FT. FROM STATION,
 PX0422'S 07 DEG 16 MIN W.
 PX0422'
 PX0422'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER CEMENTED IN BOULDER 9.90
 PX0422'FT. FROM STATION, N 77 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0523 ***********************************************************************
 NQ0523  DESIGNATION -  CEDAR
 NQ0523  PID         -  NQ0523
 NQ0523  STATE/COUNTY-  WY/PLATTE
 NQ0523  USGS QUAD   -  CEDAR TOP (1949)
 NQ0523
 NQ0523                         *CURRENT SURVEY CONTROL
 NQ0523  ___________________________________________________________________
 NQ0523* NAD 83(1993)-  42 31 15.49227(N)    104 48 38.60415(W)     ADJUSTED  
 NQ0523* NAVD 88     -      1725.1    (meters)    5660.     (feet)  VERTCON   
 NQ0523  ___________________________________________________________________
 NQ0523  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 NQ0523  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NQ0523
 NQ0523  HORZ ORDER  -  SECOND
 NQ0523
 NQ0523.The horizontal coordinates were established by classical geodetic methods
 NQ0523.and adjusted by the National Geodetic Survey in January 1997..
 NQ0523
 NQ0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0523
 NQ0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0523
 NQ0523.The geoid height was determined by GEOID03.
 NQ0523
 NQ0523;                    North         East     Units Scale Factor Converg.
 NQ0523;SPC WY E     -   224,503.993   229,246.597   MT  0.99994802   +0 14 26.1
 NQ0523;UTM  13      - 4,707,638.927   515,546.933   MT  0.99960297   +0 07 40.5
 NQ0523
 NQ0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0523!SPC WY E     -   0.99973174  x   0.99994802  =   0.99967978
 NQ0523!UTM  13      -   0.99973174  x   0.99960297  =   0.99933482
 NQ0523
 NQ0523|---------------------------------------------------------------------|
 NQ0523| PID    Reference Object                     Distance      Geod. Az  |
 NQ0523|                                                           dddmmss.s |
 NQ0523| CP8981 CEDAR RM 2                            4.762 METERS 02319     |
 NQ0523| CP8979 CEDAR AZ MK                                        1743505.9 |
 NQ0523| CP8980 CEDAR RM 1                            7.072 METERS 20115     |
 NQ0523|---------------------------------------------------------------------|
 NQ0523
 NQ0523                          SUPERSEDED SURVEY CONTROL
 NQ0523
 NQ0523  NAD 83(1986)-  42 31 15.46972(N)    104 48 38.59500(W) AD(       ) 2
 NQ0523  NAD 27      -  42 31 15.58300(N)    104 48 36.71800(W) AD(       ) 2
 NQ0523  NGVD 29 (07/19/86) 1724.3    (m)         5657.     (f) VERT ANG       
 NQ0523
 NQ0523.Superseded values are not recommended for survey control.
 NQ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0523.See file dsdata.txt to determine how the superseded data were derived.
 NQ0523
 NQ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH1554707639(NAD 83)
 NQ0523_MARKER: DD = SURVEY DISK
 NQ0523_SETTING: 0 = UNSPECIFIED SETTING
 NQ0523
 NQ0523  HISTORY     - Date     Condition        Report By
 NQ0523  HISTORY     - 1948     MONUMENTED       USGS
 NQ0523
 NQ0523                          STATION DESCRIPTION
 NQ0523
 NQ0523'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0523'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE EAST OF GLENDO
 NQ0523'ON A HIGH PROMINENT HILL THAT LIES IN A NORTHEAST AND SOUTHWEST
 NQ0523'DIRECTION AND DROPS OFF ABRUPTLY ON THE NORTHWEST SIDE.  THE
 NQ0523'HILL HAS TWO DISTINCT PEAKS AND HAS SCATTERED PINE TREES ON
 NQ0523'ALL SIDES.  THE STATION MARK IS A U.S. GEOLOGICAL SURVEY
 NQ0523'BENCH MARK SET FLUSH IN BEDROCK ON THE HIGHEST POINT OF THE
 NQ0523'SOUTHWEST PEAK.  IT IS STAMPED, CEDAR 1947.
 NQ0523'
 NQ0523'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 NQ0523'SET FLUSH IN BEDROCK 3 FEET EAST OF THE EDGE OF CLIFF.  IT IS
 NQ0523'30 INCHES LOWER THAN THE STATION MARK AND IS STAMPED, CEDAR
 NQ0523'REF. MK. 1.
 NQ0523'
 NQ0523'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 NQ0523'SET FLUSH IN BEDROCK 10 FEET EAST OF THE EDGE OF CLIFF.  IT
 NQ0523'IS 18 INCHES LOWER THAN THE STATION MARK AND IS STAMPED,
 NQ0523'CEDAR REF. MK. 2.
 NQ0523'
 NQ0523'THE AZIMUTH MARK IS SET ON A SMALL KNOLL 20 FEET SOUTH-SOUTHWEST
 NQ0523'OF A PINE TREE AND 3 FEET SOUTHWEST OF A CAIRN.  IT PROJECTS
 NQ0523'18 INCHES AND IS STAMPED, CEDAR 1948.
 NQ0523'
 NQ0523'TO REACH THE STATION FROM GLENDO, GO NORTH ON U.S. HIGHWAY 87
 NQ0523'FOR 1.3 MILE TO A ROAD RIGHT.  TURN RIGHT, GO 3.75 MILES TO
 NQ0523'A ROAD LEFT.  TURN LEFT, GO 1.6 MILE TO A ROAD LEFT.  TURN
 NQ0523'LEFT, GO 1.2 MILE TO A CROSSROAD.  TURN RIGHT, GO 6.3 MILES
 NQ0523'TO A ROAD RIGHT.  TURN RIGHT, PASS THROUGH GATE, GO 2.8 MILES
 NQ0523'TO A GATE JUST AFTER PASSING RANCH BUILDINGS ON LEFT.  PASS
 NQ0523'THROUGH GATE, TURN RIGHT AND FOLLOW FENCE 0.25 MILE TO FENCE
 NQ0523'CORNER.  CONTINUE ON ROAD 0.25 MILE TO A WASH.  CONTINUE ON
 NQ0523'ROAD 0.1 MILE.  THEN TURN RIGHT OFF ROAD AND GO 0.1 MILE TO
 NQ0523'SMALL KNOLL AND AZIMUTH MARK ON RIGHT.  CONTINUE NORTHWEST 0.2
 NQ0523'MILE TO A FENCE LINE AND END OF TRUCK TRAVEL.  WALK UP STEEP
 NQ0523'SLOPE TO HIGHEST POINT OF PEAK AND STATION.  A 5-MINUTE
 NQ0523'PACK.  A TWO WHEEL DRIVE VEHICLE MAY NOT BE ABLE TO
 NQ0523'TRAVEL THE LAST 0.55 MILE OF THE ABOVE MILEAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0503 ***********************************************************************
 MQ0503  DESIGNATION -  CEDAR ET
 MQ0503  PID         -  MQ0503
 MQ0503  STATE/COUNTY-  WY/SWEETWATER
 MQ0503  USGS QUAD   -  HORSE RANCH (1980)
 MQ0503
 MQ0503                         *CURRENT SURVEY CONTROL
 MQ0503  ___________________________________________________________________
 MQ0503* NAD 83(1993)-  41 13 54.79619(N)    109 54 47.90756(W)     ADJUSTED  
 MQ0503* NAVD 88     -      2361.2    (meters)    7747.     (feet)  VERTCON   
 MQ0503  ___________________________________________________________________
 MQ0503  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 MQ0503  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 MQ0503
 MQ0503  HORZ ORDER  -  THIRD
 MQ0503
 MQ0503.The horizontal coordinates were established by classical geodetic methods
 MQ0503.and adjusted by the National Geodetic Survey in January 1997..
 MQ0503
 MQ0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0503
 MQ0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0503
 MQ0503.The geoid height was determined by GEOID03.
 MQ0503
 MQ0503;                    North         East     Units Scale Factor Converg.
 MQ0503;SPC WYWC     -    81,924.636   502,473.928   MT  1.00005452   -0 46 00.5
 MQ0503;UTM  12      - 4,565,068.608   591,072.160   MT  0.99970208   +0 42 58.7
 MQ0503
 MQ0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0503!SPC WYWC     -   0.99963206  x   1.00005452  =   0.99968656
 MQ0503!UTM  12      -   0.99963206  x   0.99970208  =   0.99933425
 MQ0503
 MQ0503:                Primary Azimuth Mark                     Grid Az
 MQ0503:SPC WYWC     -  SUMMERS ET                               347 47 04.0
 MQ0503:UTM  12      -  SUMMERS ET                               346 18 04.8
 MQ0503
 MQ0503|---------------------------------------------------------------------|
 MQ0503| PID    Reference Object                     Distance      Geod. Az  |
 MQ0503|                                                           dddmmss.s |
 MQ0503| MQ0506 SUMMERS ET                          APPROX.16.3 KM 3470103.5 |
 MQ0503|---------------------------------------------------------------------|
 MQ0503
 MQ0503                          SUPERSEDED SURVEY CONTROL
 MQ0503
 MQ0503  NAD 83(1986)-  41 13 54.78351(N)    109 54 47.89562(W) AD(       ) 3
 MQ0503  NAD 27      -  41 13 54.95715(N)    109 54 45.35918(W) AD(       ) 3
 MQ0503  NGVD 29 (07/19/86) 2359.8    (m)         7742.     (f) VERT ANG       
 MQ0503
 MQ0503.Superseded values are not recommended for survey control.
 MQ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0503.See file dsdata.txt to determine how the superseded data were derived.
 MQ0503
 MQ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL9107265069(NAD 83)
 MQ0503_MARKER: DD = SURVEY DISK
 MQ0503_SETTING: 0 = UNSPECIFIED SETTING
 MQ0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0503
 MQ0503  HISTORY     - Date     Condition        Report By
 MQ0503  HISTORY     - 1964     MONUMENTED       USGS
 MQ0503
 MQ0503                          STATION DESCRIPTION
 MQ0503
 MQ0503'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MQ0503'LOCATED IN SWEETWATER COUNTY, ABOUT 30 MI. (AIRLINE) SW. OF GREEN
 MQ0503'RIVER, WYOMING, 22 MI. (AIRLINE) S. OF LITTLE AMERICA ON THE
 MQ0503'NORTHERN MOST POINT OF CEDAR MOUNTAIN.  STATION IS ABOUT 30 FT. S.
 MQ0503'AND 20 FT. E. OF THE EDGE OF THE BLUFF.
 MQ0503'
 MQ0503'STATION REACHED BY HELICOPTER.
 MQ0503'
 MQ0503'STATION MARK--STANDARD TABLET, IN CONCRETE POST PROJECTING 8 IN.,
 MQ0503'STAMPED ---CEDAR ET 1964---.
 MQ0503'
 MQ0503'REFERENCE MARK--IRON PIPE, PROJECTING 8 IN., 38.12 FT. FROM STATION,
 MQ0503'N 20 DEG 40 MIN 35 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0364 ***********************************************************************
 OV0364  DESIGNATION -  CELLERS
 OV0364  PID         -  OV0364
 OV0364  STATE/COUNTY-  WY/JOHNSON
 OV0364  USGS QUAD   -  HIBBARD DRAW (1981)
 OV0364
 OV0364                         *CURRENT SURVEY CONTROL
 OV0364  ___________________________________________________________________
 OV0364* NAD 83(1993)-  43 49 21.24347(N)    106 38 15.96458(W)     ADJUSTED  
 OV0364* NAVD 88     -      1610.7    (meters)    5284.     (feet)  VERTCON   
 OV0364  ___________________________________________________________________
 OV0364  LAPLACE CORR-         -14.03  (seconds)                    DEFLEC99
 OV0364  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 OV0364
 OV0364  HORZ ORDER  -  THIRD
 OV0364
 OV0364.The horizontal coordinates were established by classical geodetic methods
 OV0364.and adjusted by the National Geodetic Survey in January 1997..
 OV0364
 OV0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0364
 OV0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0364
 OV0364.The geoid height was determined by GEOID03.
 OV0364
 OV0364;                    North         East     Units Scale Factor Converg.
 OV0364;SPC WYEC     -   469,271.120   455,951.202   MT  0.99997599   +0 28 53.9
 OV0364;UTM  13      - 4,853,469.634   368,301.968   MT  0.99981333   -1 08 03.1
 OV0364
 OV0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0364!SPC WYEC     -   0.99974951  x   0.99997599  =   0.99972550
 OV0364!UTM  13      -   0.99974951  x   0.99981333  =   0.99956289
 OV0364
 OV0364:                Primary Azimuth Mark                     Grid Az
 OV0364:SPC WYEC     -  GRAVEL                                   033 47 38.4
 OV0364:UTM  13      -  GRAVEL                                   035 24 35.4
 OV0364
 OV0364|---------------------------------------------------------------------|
 OV0364| PID    Reference Object                     Distance      Geod. Az  |
 OV0364|                                                           dddmmss.s |
 OV0364| OV0363 GRAVEL                              APPROX. 5.7 KM 0341632.3 |
 OV0364|---------------------------------------------------------------------|
 OV0364
 OV0364                          SUPERSEDED SURVEY CONTROL
 OV0364
 OV0364  NAD 83(1986)-  43 49 21.22663(N)    106 38 15.93685(W) AD(       ) 3
 OV0364  NAD 27      -  43 49 21.32200(N)    106 38 13.77488(W) AD(       ) 3
 OV0364  NGVD 29 (07/19/86) 1609.9    (m)         5282.     (f) VERT ANG       
 OV0364
 OV0364.Superseded values are not recommended for survey control.
 OV0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0364.See file dsdata.txt to determine how the superseded data were derived.
 OV0364
 OV0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ6830253470(NAD 83)
 OV0364
 OV0364  HISTORY     - Date     Condition        Report By
 OV0364  HISTORY     - 1958     MONUMENTED       USGS
 OV0364  HISTORY     - 1961     GOOD             USGS
 OV0364
 OV0364                          STATION DESCRIPTION
 OV0364
 OV0364'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 OV0364'STATION IS LOCATED ABOUT 8.5 MI. AIR E. OF MAYOWORTH AND ABOUT 7.5 MI.
 OV0364'AIR N. OF KAYCEE, WYOMING.
 OV0364'
 OV0364'TO REACH STATION FROM KAYCEE POST OFFICE, FOLLOW U.S. HIGHWAY 87 N.
 OV0364'FOR 8.0 MI. TO A T-RD. W., TAKE MAIN TRACK RD. W. 1.8 MI. TO A STOCK
 OV0364'POND, CONTINUE ON TRACK RD. 0.2 MI. TO CROSSROADS, TAKE RIGHT -N.- RD.
 OV0364'0.7 MI. TO A GATE IN AN E-W. FENCE, CONTINUE N. ON TRACK RD. 0.4 MI.
 OV0364'TO A Y-RD. FORK,TAKE RIGHT FORK N-E.ALONG BASE OF HIGH RIDGE 0.2 MI.TO
 OV0364'A SADDLE, THENCE S. AND E. ALONG RIDGE 0.3 MI. TO STATION SITE.
 OV0364'
 OV0364'RECOVERED.
 OV0364'
 OV0364'STATION MARK - STANDARD TABLET IN A CONCRETE POST PROJECTING 0.8 FT.
 OV0364'ABOVE GROUND, STAMPED --- CELLERS 1958 ---.
 OV0364'
 OV0364'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0474 ***********************************************************************
 PV0474  DESIGNATION -  CEMENT RIDGE FLAG
 PV0474  PID         -  PV0474
 PV0474  STATE/COUNTY-  WY/CROOK
 PV0474  USGS QUAD   -  OLD BALDY MTN (1984)
 PV0474
 PV0474                         *CURRENT SURVEY CONTROL
 PV0474  ___________________________________________________________________
 PV0474* NAD 83(1993)-  44 21 17.42260(N)    104 04 32.00495(W)     ADJUSTED  
 PV0474* NAVD 88     -      2026.76   (+/-2cm)    6649.5    (feet)  VERTCON   
 PV0474  ___________________________________________________________________
 PV0474  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 PV0474  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 PV0474
 PV0474  HORZ ORDER  -  THIRD
 PV0474  VERT ORDER  -  THIRD ? (See Below)
 PV0474
 PV0474.The horizontal coordinates were established by classical geodetic methods
 PV0474.and adjusted by the National Geodetic Survey in January 1998..
 PV0474
 PV0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0474.The vertical order pertains to the NGVD 29 superseded value.
 PV0474
 PV0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0474
 PV0474.The geoid height was determined by GEOID03.
 PV0474
 PV0474;                    North         East     Units Scale Factor Converg.
 PV0474;SPC WY E     -   428,754.175   286,985.195   MT  1.00003052   +0 45 46.2
 PV0474;UTM  13      - 4,911,700.848   573,673.329   MT  0.99966675   +0 38 46.7
 PV0474
 PV0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0474!SPC WY E     -   0.99968440  x   1.00003052  =   0.99971491
 PV0474!UTM  13      -   0.99968440  x   0.99966675  =   0.99935126
 PV0474
 PV0474:                Primary Azimuth Mark                     Grid Az
 PV0474:SPC WY E     -  BURN                                     200 00 46.9
 PV0474:UTM  13      -  BURN                                     200 07 46.4
 PV0474
 PV0474|---------------------------------------------------------------------|
 PV0474| PID    Reference Object                     Distance      Geod. Az  |
 PV0474|                                                           dddmmss.s |
 PV0474| PV0483 BURN                                APPROX.14.3 KM 2004633.1 |
 PV0474|---------------------------------------------------------------------|
 PV0474
 PV0474                          SUPERSEDED SURVEY CONTROL
 PV0474
 PV0474  NAD 83(1993)-  44 21 17.42146(N)    104 04 32.00550(W) AD(       ) 3
 PV0474  NAD 83(1986)-  44 21 17.41687(N)    104 04 31.99641(W) AD(       ) 3
 PV0474  NAD 27      -  44 21 17.47689(N)    104 04 30.22682(W) AD(       ) 3
 PV0474  NGVD 29 (07/19/86) 2026.05   (m)         6647.1    (f) LEVELING    3  
 PV0474
 PV0474.Superseded values are not recommended for survey control.
 PV0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0474.See file dsdata.txt to determine how the superseded data were derived.
 PV0474
 PV0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7367311701(NAD 83)
 PV0474_MARKER: DD = SURVEY DISK
 PV0474_SETTING: 0 = UNSPECIFIED SETTING
 PV0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0474
 PV0474  HISTORY     - Date     Condition        Report By
 PV0474  HISTORY     - 1939     MONUMENTED       USGS
 PV0474
 PV0474                          STATION DESCRIPTION
 PV0474
 PV0474'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 PV0474'STATION IS LOCATED IN T 50 AND 51 N, R 60 W, NEAR THE CORNER OF SEC.
 PV0474'4, 5, 32, 33, ABOUT 1.0 MI. W. OF THE WYOMING-SOUTH DAKOTA STATE LINE,
 PV0474'ABOUT 2.0 MI. (AIRLINE) SW. OF TINTON, AT CEMENT RIDGE FOREST LOOKOUT
 PV0474'STATION, ABOUT 5 IN. W. OF A 4 IN. IRON PIPE SET IN CONCRETE.  LOCATED
 PV0474'IN CROOK COUNTY, WYOMING.
 PV0474'
 PV0474'TO REACH THE STATION FROM THE CROOK COUNTY COURT HOUSE IN SUNDANCE, GO
 PV0474'E. ALONG U.S. HIGHWAY 14 FOR 5.0 MI. TO THE JUNCTION OF WYOMING STATE
 PV0474'SECONDARY 141.  TURN RIGHT AND GO S. ALONG STATE SECONDARY 141 FOR 8.4
 PV0474'MI. TO A RD. FORK AND SIGN SAYING CEMENT RIDGE FIRE LOOKOUT 12.0 MI.
 PV0474'TAKE THE LEFT FORK UP THE GRAND CANYON STAYING ON THE MAIN TRAVELED
 PV0474'RD. FOR 4.3 MI. TO ANOTHER FORK AT RATTLESNAKE CANYON.  TAKE THE LEFT
 PV0474'FORK FOR 2.0 MI. TO ANOTHER RD. FORK.  TAKE LEFT FORK FOR 2.4 MI. TO
 PV0474'AN ABANDONED LOG CABIN ON THE RIGHT AND A GATE ON THE LEFT.  TURN
 PV0474'LEFT, GO THROUGH THE GATE AND CONTINUE ALONG THE TRACK RD. FOR 1.0 MI.
 PV0474'TO ANOTHER RD. FORK.  TAKE THE LEFT FORK FOR 1.0 MI. TO THE CEMENT
 PV0474'RIDGE FIRE LOOKOUT STATION AND THE STATION MARK.
 PV0474'
 PV0474'STATION MARK--A USGS STANDARD TABLET STAMPED ---CEMENT RIDGE FLAG
 PV0474'1939--- AND SET IN THE CONCRETE FLUSH WITH THE GROUND.
 PV0474'
 PV0474'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0525 ***********************************************************************
 MP0525  DESIGNATION -  CENTENNIAL
 MP0525  PID         -  MP0525
 MP0525  STATE/COUNTY-  WY/ALBANY
 MP0525  USGS QUAD   -  CENTENNIAL (1992)
 MP0525
 MP0525                         *CURRENT SURVEY CONTROL
 MP0525  ___________________________________________________________________
 MP0525* NAD 83(1993)-  41 17 01.24123(N)    106 10 02.30465(W)     ADJUSTED  
 MP0525* NAVD 88     -      2972.2    (meters)    9751.     (feet)  GPS OBS   
 MP0525  ___________________________________________________________________
 MP0525  X           -  -1,337,108.611 (meters)                     COMP
 MP0525  Y           -  -4,612,179.441 (meters)                     COMP
 MP0525  Z           -   4,188,102.553 (meters)                     COMP
 MP0525  LAPLACE CORR-         -11.71  (seconds)                    DEFLEC99
 MP0525  ELLIP HEIGHT-        2961.54  (meters)          (09/07/01) GPS OBS
 MP0525  GEOID HEIGHT-         -10.60  (meters)                     GEOID03
 MP0525
 MP0525  HORZ ORDER  -  B
 MP0525  ELLP ORDER  -  FOURTH    CLASS I
 MP0525
 MP0525.The horizontal coordinates were established by GPS observations
 MP0525.and adjusted by the National Geodetic Survey in October 1994..
 MP0525
 MP0525.The orthometric height was determined by GPS observations and a
 MP0525.high-resolution geoid model.
 MP0525
 MP0525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0525
 MP0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0525
 MP0525.The ellipsoidal height was determined by GPS observations
 MP0525.and is referenced to NAD 83.
 MP0525
 MP0525.The geoid height was determined by GEOID03.
 MP0525
 MP0525;                    North         East     Units Scale Factor Converg.
 MP0525;SPC WY E     -    87,506.405   116,177.627   MT  1.00002394   -0 39 36.9
 MP0525;SPC WYEC     -   187,679.261   497,676.810   MT  1.00005488   +0 46 09.8
 MP0525;UTM  13      - 4,570,905.840   402,248.937   MT  0.99971760   -0 46 12.8
 MP0525
 MP0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0525!SPC WY E     -   0.99953568  x   1.00002394  =   0.99955961
 MP0525!SPC WYEC     -   0.99953568  x   1.00005488  =   0.99959054
 MP0525!UTM  13      -   0.99953568  x   0.99971760  =   0.99925341
 MP0525
 MP0525:                Primary Azimuth Mark                     Grid Az
 MP0525:SPC WY E     -  CENTENNIAL AZ MK                         002 16 49.5
 MP0525:SPC WYEC     -  CENTENNIAL AZ MK                         000 51 02.8
 MP0525:UTM  13      -  CENTENNIAL AZ MK                         002 23 25.4
 MP0525
 MP0525|---------------------------------------------------------------------|
 MP0525| PID    Reference Object                     Distance      Geod. Az  |
 MP0525|                                                           dddmmss.s |
 MP0525| CP4671 CENTENNIAL AZ MK                                   0013712.6 |
 MP0525| CP4673 CENTENNIAL RM 2                      12.577 METERS 08606     |
 MP0525| CP4672 CENTENNIAL RM 1                       7.722 METERS 34930     |
 MP0525|---------------------------------------------------------------------|
 MP0525
 MP0525                          SUPERSEDED SURVEY CONTROL
 MP0525
 MP0525  ELLIP H (10/19/94) 2961.59   (m)                       GP(       ) 4 1
 MP0525  NAD 83(1986)-  41 17 01.22352(N)    106 10 02.30620(W) AD(       ) 3
 MP0525  NAD 27      -  41 17 01.32200(N)    106 10 00.26500(W) AD(       ) 3
 MP0525  NGVD 29 (07/19/86) 2970.7    (m)         9746.     (f) VERT ANG       
 MP0525
 MP0525.Superseded values are not recommended for survey control.
 MP0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0525.See file dsdata.txt to determine how the superseded data were derived.
 MP0525
 MP0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0224970906(NAD 83)
 MP0525_MARKER: DS = TRIANGULATION STATION DISK
 MP0525_SETTING: 66 = SET IN ROCK OUTCROP
 MP0525_STAMPING: CENTENNIAL 1948
 MP0525_MARK LOGO: CGS   
 MP0525_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0525+STABILITY: POSITION/ELEVATION WELL
 MP0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0525+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1993
 MP0525
 MP0525  HISTORY     - Date     Condition        Report By
 MP0525  HISTORY     - 1948     MONUMENTED       CGS
 MP0525  HISTORY     - 1959     GOOD             USGS
 MP0525  HISTORY     - 19930812 GOOD             NGS
 MP0525  HISTORY     - 19990917 GOOD             WYDT
 MP0525
 MP0525                          STATION DESCRIPTION
 MP0525
 MP0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0525'STATION IS LOCATED ON TOP OF WHAT IS LOCALLY KNOWN AS CENTENNIAL
 MP0525'RIDGE, ON BARE, GRASSY KNOLL NEAR NORTHERN PORTION OF RIDGE,
 MP0525'ABOUT 2 MILES AIRLINE SOUTHWEST OF CENTENNIAL, 175 YARDS SOUTH
 MP0525'OF OLD CABIN, 5 FEET NORTHEAST OF WHITE WITNESS POST, SET
 MP0525'FLUSH WITH GROUND, AND STAMPED, CENTENNIAL 1948.
 MP0525'
 MP0525'REFERENCE MARK NO. 1 IS ABOUT 14 INCHES LOWER THAN STATION,
 MP0525'PROJECTS 6 INCHES, AND STAMPED, CENTENNIAL NO 1 1948.
 MP0525'
 MP0525'REFERENCE MARK NO. 2 IS ABOUT 30 INCHES LOWER THAN STATION,
 MP0525'SET FLUSH WITH GROUND, AND STAMPED, CENTENNIAL NO 2 1948.
 MP0525'
 MP0525'AZIMUTH MARK IS LOCATED ABOUT 100 YARDS EAST OF WHERE ROAD,
 MP0525'LEADING TO STATION, COMES OUT OF TIMBER INTO GRASSY AREA,
 MP0525'3 FEET NORTHEAST OF WHITE WITNESS POST, PROJECTS 6 INCHES, AND
 MP0525'STAMPED, CENTENNIAL 1948.
 MP0525'
 MP0525'TO REACH FROM POST OFFICE IN CENTENNIAL, DRIVE WESTERLY ON
 MP0525'STATE HIGHWAY 130 FOR 1.25 MILE TO A GRADED, DIRT ROAD LEFT.
 MP0525'TURN LEFT AND FOLLOW GRADED ROAD FOR 1.4 MILE TO FORK.  TAKE
 MP0525'LEFT FORK AND GO 0.85 MILE TO FORK (0.05 MILE BEFORE COMING TO
 MP0525'ANOTHER FORK AND SIGN NELSON PARK 7, MIDDLE FORK 1).  KEEP
 MP0525'LEFT FORK AND GO 0.1 MILE TO CROSSROAD.  TURN LEFT AND FOLLOW
 MP0525'TRACK ROAD THROUGH TIMBER FOR 0.7 MILE TO OPEN GRASSY AREA
 MP0525'AND AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  LEAVE ROAD
 MP0525'AND DRIVE SOUTH TOWARD HILL WITH OLD CABIN ON IT FOR 0.1 MILE
 MP0525'TO END OF TRUCK TRAVEL.  PACK SOUTH UP RIDGE TO CABIN,
 MP0525'THENCE ABOUT 175 YARDS SOUTH OF CABIN TO STATION AS
 MP0525'DESCRIBED ABOVE.  A 5-MINUTE PACK.
 MP0525
 MP0525                          STATION RECOVERY (1959)
 MP0525
 MP0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0525'RECOVERED.
 MP0525'
 MP0525'STATION MARK--STANDARD USC AND GS DISK, CEMENTED IN ROCK, STAMPED
 MP0525'---CENTENNIAL 1948---.
 MP0525
 MP0525                          STATION RECOVERY (1993)
 MP0525
 MP0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 MP0525'STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF CENTENNIAL, IN
 MP0525'THE MEDICINE BOW NATIONAL FOREST, ON CENTENNIAL RIDGE, A NORTH-SOUTH
 MP0525'GRASSY HILL, AT THE TOP OF A SOUTHBOUND RISE, ABOUT 200 M (656.2 FT)
 MP0525'NORTH OF HIGHEST POINT OF THE GRASSY SECTION OF THE RIDGE, ALONG A
 MP0525'TRACK ROAD, IN WEST CENTRAL SECTION 9 T, 15 N, R 78 W.  OWNERSHIP--US
 MP0525'DEPARTMENT OF AGRICULTURE. TO REACH FROM THE CENTENNIAL SCHOOL IN
 MP0525'CENTENNIAL, GO WEST ON STATE HIGHWAY 130 FOR 2.13 KM (1.30 MI) TO A
 MP0525'GRADED ROAD LEFT, JUST BEFORE REACHING A NATIONAL FOREST VISITORS
 MP0525'CENTER ON THE RIGHT.  TURN LEFT, SOUTH, ON FOREST SERVICE ROAD 338 FOR
 MP0525'3.35 KM (2.10 MI) TO A ROAD LEFT.  TURN LEFT, SOUTHWEST, LEAVING MAIN
 MP0525'ROAD, FOR 0.45 KM (0.25 MI) TO AN ROAD RIGHT.  CONTINUE AHEAD, SOUTH,
 MP0525'MAIN ROAD FOR 0.59 KM (0.35 MI) TO A ROAD RIGHT AT ROAD CURVE LEFT.
 MP0525'KEEP LEFT, SOUTHEAST, MAIN ROAD FOR 0.66 KM (0.40 MI) TO A ROAD RIGHT
 MP0525'LEADING DOWNHILL.  TURN RIGHT, SOUTH, FOR 0.40 KM (0.25 MI) TO A WOODS
 MP0525'ROAD LEFT.  TURN LEFT, EAST, UPGRADE, ON ROUGH ROAD FOR 0.82 KM (0.50
 MP0525'MI) TO A TRACK ROAD RIGHT IN A CLEARED VALLEY.  CONTINUE AHEAD FOR
 MP0525'0.09 KM (0.05 MI) TO A TRACK ROAD RIGHT AT LARGE DEAD TREE ON THE
 MP0525'RIGHT. BEAR RIGHT, EASTERLY, ON TRACK ROAD FOR 0.16 KM (0.10 MI) TO A
 MP0525'T-ROAD.  TURN RIGHT, SOUTH, ON THE ROCKY TRACK ROAD, UPHILL, FOR 0.15
 MP0525'KM (0.10 MI) TO A ROCKY BENCH.  CONTINUE AHEAD FOR 0.15 KM (0.10 MI)
 MP0525'TO TOP OF GRADE AND STATION ON THE LEFT. STATION MARK IS SET IN A
 MP0525'DRILL HOLE IN AN 0.2 M (0.7 FT) X 0.3 M (1.0 FT) LOW OUTCROP. IT IS
 MP0525'5.8 M (19.0 FT) SOUTHEAST OF, AND LEVEL WITH THE ROAD CENTER, AND 1.9
 MP0525'M (6.2 FT) NORTHEAST OF A FIBERGLASS WITNESS POST WEDGED IN ROCKS.
 MP0525
 MP0525                          STATION RECOVERY (1999)
 MP0525
 MP0525'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999
 MP0525'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MP0525'307-777-3819.  RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 MP0525'WYDOT REVISED (REC) STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST
 MP0525'OF CENTENNIAL, IN THE MEDICINE BOW NATIONAL FOREST, ON CENTENNIAL
 MP0525'RIDGE, A NORTH-SOUTH GRASSY HILL, AT THE TOP OF A SOUTHBOUND RISE,
 MP0525'ABOUT 200 M (656.2 FT) NORTH OF HIGHEST POINT OF THE GRASSY SECTION OF
 MP0525'THE RIDGE, ALONG A TRACK ROAD, IN WEST CENTRAL SECTION 9 T, 15 N, R 78
 MP0525'W.  OWNERSHIP--US DEPARTMENT OF AGRICULTURE.  TO REACH FROM THE
 MP0525'CENTENNIAL SCHOOL IN CENTENNIAL, GO WEST ON STATE HIGHWAY 130 FOR 2.13
 MP0525'KM (1.30 MI) TO A GRADED ROAD LEFT, JUST BEFORE REACHING A NATIONAL
 MP0525'FOREST VISITORS CENTER ON THE RIGHT.  TURN LEFT, SOUTH, ON FOREST
 MP0525'SERVICE ROAD 338 FOR 3.35 KM (2.10 MI) TO A ROAD LEFT.  TURN LEFT,
 MP0525'SOUTHWEST, LEAVING MAIN ROAD, FOR 0.45 KM (0.25 MI) TO AN ROAD RIGHT.
 MP0525'CONTINUE AHEAD, SOUTH, MAIN ROAD FOR 0.59 KM (0.35 MI) TO A ROAD RIGHT
 MP0525'AT ROAD CURVE LEFT.  KEEP LEFT, SOUTHEAST, MAIN ROAD FOR 0.66 KM (0.40
 MP0525'MI) TO ROAD RIGHT LEADING DOWNHILL.  TURN RIGHT, SOUTH, FOR 0.40 KM
 MP0525'(0.25 MI) TO A BEGIN REVISION ROAD WASHED OUT SIGN IN THE MIDDLE OF
 MP0525'THE ROAD.  TURN LEFT ONTO A WOODS ROAD, CONTINIE END REVISION EAST,
 MP0525'UPGRADE, ON ROUGH ROAD FOR 0.82 KM (0.50 MI) TO A TRACK ROAD RIGHT IN
 MP0525'A CLEARED VALLEY BEGIN REVISION NEAR AN ABANDONED DRAGLINE FRAME.
 MP0525'TURN RIGHT, UPHILL, ON LOGGING ROAD FOR 0.241 KM (0.15 MI) TO A
 MP0525'LOGGING ROAD LEFT.  TURN LEFT, UPHILL FOR 0.241 KM (0.15 MI) TO A T
 MP0525'INTERSECTION (IN AN OPEN VALLEY) WITH THE OLDER ROAD TO THE STATION.
 MP0525'TURN RIGHT, UPHILL, 0.082 KM (0.05 MI) END REVISION TO TOP OF GRADE
 MP0525'AND STATION ON THE LEFT.  STATION MARK IS SET IN A DRILL HOLE IN AN
 MP0525'0.2 M (0.7 FT) X 0.3 M (1.0 FT) LOW OUTCROP.  IT IS 5.8 M (19.0 FT)
 MP0525'SOUTHEAST OF, AND LEVEL WITH THE ROAD CENTER, AND 1.9 M (6.2 FT)
 MP0525'NORTHEAST OF A FIBERGLASS WITNESS POST WEDGED IN ROCKS. 1, NATIONAL
 MP0525'GEODETIC SURVEY, RETRIEVAL DATE=OCTOBER 20, 1997, 2, WYDOT
 MP0525'PHOTOGRAMMETRY SURVEYS, RETRIEVAL DATE=SEPTEMBER 17, 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0211 ***********************************************************************
 NS0211  DESIGNATION -  CENTENNIAL
 NS0211  PID         -  NS0211
 NS0211  STATE/COUNTY-  WY/FREMONT
 NS0211  USGS QUAD   -  CONTINENTAL PEAK (1980)
 NS0211
 NS0211                         *CURRENT SURVEY CONTROL
 NS0211  ___________________________________________________________________
 NS0211* NAD 83(1993)-  42 16 05.06195(N)    108 43 07.06196(W)     ADJUSTED  
 NS0211* NAVD 88     -      2571.0    (meters)    8435.     (feet)  VERTCON   
 NS0211  ___________________________________________________________________
 NS0211  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 NS0211  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 NS0211
 NS0211  HORZ ORDER  -  THIRD
 NS0211
 NS0211.The horizontal coordinates were established by classical geodetic methods
 NS0211.and adjusted by the National Geodetic Survey in January 1997..
 NS0211
 NS0211.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0211
 NS0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0211
 NS0211.The geoid height was determined by GEOID03.
 NS0211
 NS0211;                    North         East     Units Scale Factor Converg.
 NS0211;SPC WYWC     -   196,352.752   602,588.068   MT  0.99993758   +0 01 16.0
 NS0211;UTM  12      - 4,682,060.847   688,147.523   MT  1.00003558   +1 32 05.6
 NS0211
 NS0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0211!SPC WYWC     -   0.99959897  x   0.99993758  =   0.99953657
 NS0211!UTM  12      -   0.99959897  x   1.00003558  =   0.99963453
 NS0211
 NS0211:                Primary Azimuth Mark                     Grid Az
 NS0211:SPC WYWC     -  OREGON                                   254 08 00.7
 NS0211:UTM  12      -  OREGON                                   252 37 11.1
 NS0211
 NS0211|---------------------------------------------------------------------|
 NS0211| PID    Reference Object                     Distance      Geod. Az  |
 NS0211|                                                           dddmmss.s |
 NS0211| NS0215 OREGON                              APPROX.11.1 KM 2540916.7 |
 NS0211|---------------------------------------------------------------------|
 NS0211
 NS0211                          SUPERSEDED SURVEY CONTROL
 NS0211
 NS0211  NAD 83(1986)-  42 16 05.04657(N)    108 43 07.06068(W) AD(       ) 3
 NS0211  NAD 27      -  42 16 05.20036(N)    108 43 04.66093(W) AD(       ) 3
 NS0211  NGVD 29 (07/19/86) 2569.7    (m)         8431.     (f) VERT ANG       
 NS0211
 NS0211.Superseded values are not recommended for survey control.
 NS0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0211.See file dsdata.txt to determine how the superseded data were derived.
 NS0211
 NS0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM8814882061(NAD 83)
 NS0211_MARKER: DD = SURVEY DISK
 NS0211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0211_SP_SET: PREFABRICATED CONCRETE POST
 NS0211
 NS0211  HISTORY     - Date     Condition        Report By
 NS0211  HISTORY     - 1951     MONUMENTED       USGS
 NS0211  HISTORY     - 1957     GOOD             USGS
 NS0211
 NS0211                          STATION DESCRIPTION
 NS0211
 NS0211'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (GMB)
 NS0211'LOCATED ABOUT 17.0 MI. AIRLINE SE. OF NEW SOUTH PASS, WYOMING, ON A
 NS0211'VERY PROMINIENT POINT OVERLOOKING SWEETWATER VALLEY TO THE N. AND THE
 NS0211'RED DESERT TO THE S. KNOWN LOCALLY AS ---CONTINENTAL PEAK---.
 NS0211'
 NS0211'TO REACH FROM THE INTERSECTION OF U.S.HIGHWAY 28 AND SWEETWATER RIVER
 NS0211'S.OF NEW SOUTH PASS,WYOMING PROCEED S.ON HIGHWAY 28 0.4 MI. TO A RD.
 NS0211'LEFT-SE.-FROM HIGHWAY TURN LEFT GO 0.5 MI. TO T-RD.  TURN RIGHT -SW.-
 NS0211'AND GO 250 FT. TURN LEFT -SE.- OREGON TRAIL UNIT NO.1 - AND GO 2.3 MI.
 NS0211'TO A CROSSROAD.  CONTINUE S. ON MAIN TRAVELED RD. 3.85 MI. TO A Y-RD.
 NS0211'TURN RIGHT AND CONTINUE 2.5 MI. TO A Y-RD. AND TOP OF RIDGE BETWEEN
 NS0211'SWEETWATER VALLEY AND THE RED DESERT.  TURN LEFT -SE.- AND FOLLOW DIM
 NS0211'RD. DOWN RIDGE TO A DIM CROSSROAD N. OF THE STATION.  TURN RIGHT S.
 NS0211'AND GO 1.05 MI.  LEAVE RD. AND CONTINUE CROSS COUNTRY FOR 1.10 MI. TO
 NS0211'A SADDLE N. OF PEAK, A 10 MIN. PACK. S. TO TOP OF MOUNTAIN AND STATION
 NS0211'SITE.
 NS0211'NOTE - A 4-WHEEL DRIVE IS NECESSARY FOR THE TRIP CROSS COUNTRY FROM
 NS0211'RD. TO TOP.
 NS0211'
 NS0211'STATION AND REFERENCE MARK NO.1 RECOVERED IN GOOD CONDITION AS
 NS0211'DESCRIBED.  REFERENCE MARK NO. 2 DESTROYED.
 NS0211'STATION REACHED VIA HELICOPTER.
 NS0211'
 NS0211'STATION MARK - STANDARD BRONZE TABLET WELDED IN A 4-IN. IRON PIPE,
 NS0211'PROTRUDING 7-IN. ABOVE SURFACE OF GROUND, STAMPED ---CENTENNIAL 1951--
 NS0211'
 NS0211'REFERENCE MARK NO.1 - STANDARD RM TABLET WEDGED INTO A 1-IN. IRON PIPE
 NS0211'DRIVEN INTO GROUND AND PROTRUDING 3-IN. ABOVE SURFACE OF GROUND.
 NS0211'STAMPED ---CENTENNIAL NO.1 1951--- 25.38 FT. FROM STATION,
 NS0211'S 89 DEG 41 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0590 ***********************************************************************
 MP0590  DESIGNATION -  CENTER
 MP0590  PID         -  MP0590
 MP0590  STATE/COUNTY-  WY/CARBON
 MP0590  USGS QUAD   -  MEADS (1982)
 MP0590
 MP0590                         *CURRENT SURVEY CONTROL
 MP0590  ___________________________________________________________________
 MP0590* NAD 83(1993)-  41 40 10.19647(N)    106 51 53.93483(W)     ADJUSTED  
 MP0590* NAVD 88     -      2135.68   (+/-2cm)    7006.8    (feet)  VERTCON   
 MP0590  ___________________________________________________________________
 MP0590  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 MP0590  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 MP0590
 MP0590  HORZ ORDER  -  SECOND
 MP0590  VERT ORDER  -  THIRD ? (See Below)
 MP0590
 MP0590.The horizontal coordinates were established by classical geodetic methods
 MP0590.and adjusted by the National Geodetic Survey in January 1997..
 MP0590
 MP0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0590.The vertical order pertains to the NGVD 29 superseded value.
 MP0590
 MP0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0590
 MP0590.The geoid height was determined by GEOID03.
 MP0590
 MP0590;                    North         East     Units Scale Factor Converg.
 MP0590;SPC WYEC     -   229,977.219   439,001.027   MT  0.99995621   +0 18 41.0
 MP0590;UTM  13      - 4,614,762.323   344,746.760   MT  0.99989662   -1 14 24.5
 MP0590
 MP0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0590!SPC WYEC     -   0.99966721  x   0.99995621  =   0.99962343
 MP0590!UTM  13      -   0.99966721  x   0.99989662  =   0.99956386
 MP0590
 MP0590:                Primary Azimuth Mark                     Grid Az
 MP0590:SPC WYEC     -  174 BR 254                               067 02 54.7
 MP0590:UTM  13      -  174 BR 254                               068 36 00.2
 MP0590
 MP0590|---------------------------------------------------------------------|
 MP0590| PID    Reference Object                     Distance      Geod. Az  |
 MP0590|                                                           dddmmss.s |
 MP0590| CP5849 174 BR 254                                         0672135.7 |
 MP0590| CP4674 CENTER RM 1                          10.594 METERS 14841     |
 MP0590| CP4675 CENTER RM 2                           7.222 METERS 23747     |
 MP0590|---------------------------------------------------------------------|
 MP0590
 MP0590                          SUPERSEDED SURVEY CONTROL
 MP0590
 MP0590  NAD 83(1986)-  41 40 10.18574(N)    106 51 53.92700(W) AD(       ) 2
 MP0590  NAD 27      -  41 40 10.32900(N)    106 51 51.79800(W) AD(       ) 2
 MP0590  NGVD 29 (07/19/86) 2134.51   (m)         7003.0    (f) LEVELING    3  
 MP0590
 MP0590.Superseded values are not recommended for survey control.
 MP0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0590.See file dsdata.txt to determine how the superseded data were derived.
 MP0590
 MP0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4474714762(NAD 83)
 MP0590_MARKER: DS = TRIANGULATION STATION DISK
 MP0590_SETTING: 66 = SET IN ROCK OUTCROP
 MP0590
 MP0590  HISTORY     - Date     Condition        Report By
 MP0590  HISTORY     - 1948     MONUMENTED       CGS
 MP0590  HISTORY     - 1953     GOOD             USGS
 MP0590
 MP0590                          STATION DESCRIPTION
 MP0590
 MP0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0590'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE NORTH OF SARATOGA,
 MP0590'5.5 MILES SOUTHWEST OF WALCOTT JUNCTION, ON A PROMINENT, ROCKY
 MP0590'RIDGE.  THE STATION MARK PROJECTS 2 INCHES AND IS SET 25 FEET
 MP0590'NORTHWEST OF A 6 FOOT CAIRN THAT IS ON THE HIGHEST POINT OF
 MP0590'RIDGE.  IT IS STAMPED, CENTER 1948.
 MP0590'
 MP0590'REFERENCE MARK NO. 1 IS SET FLUSH 8 FEET SOUTHWEST OF CAIRN
 MP0590'AT THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED,
 MP0590'CENTER NO 1 1948.
 MP0590'
 MP0590'REFERENCE MARK NO. 2 IS SET FLUSH 18 INCHES LOWER THAN THE
 MP0590'STATION MARK AND IS STAMPED, CENTER NO 2 1948.
 MP0590'
 MP0590'THE AZIMUTH MARK IS A STATE HIGHWAY DEPARTMENT MARK SET IN
 MP0590'THE TOP OF A 7 INCH SQUARE CONCRETE POST THAT PROJECTS 14 INCHES.
 MP0590'IT IS SET 75 FEET WEST OF STATE HIGHWAY 130 AND 3 FEET NORTHEAST
 MP0590'OF A WHITE WITNESS POST.  IT IS STAMPED 174 BR 254 09.7.
 MP0590'
 MP0590'TO REACH THE STATION FROM WALCOTT JUNCTION--GO SOUTH ON STATE
 MP0590'HIGHWAY 130 FOR 5.9 MILES TO THE AZIMUTH MARK ON RIGHT.
 MP0590'CONTINUE 1.0 MILE TO A ROAD RIGHT--TURN RIGHT, GO 3.2 MILES.
 MP0590'THEN TURN RIGHT OFF ROAD AND GO 0.2 MILE TO TOP OF RIDGE AND
 MP0590'STATION.  A DRIVE STATION.
 MP0590
 MP0590                          STATION RECOVERY (1953)
 MP0590
 MP0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MP0590'RECOVERED.
 MP0590'
 MP0590'STATION MARK--STANDARD USC AND GS DISK, SET IN ROCK OUTCROP,
 MP0590'STAMPED ---CENTER 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0745 ***********************************************************************
 MR0745  DESIGNATION -  CENTER
 MR0745  PID         -  MR0745
 MR0745  STATE/COUNTY-  WY/LINCOLN
 MR0745  USGS QUAD   -  SHUTE CREEK LAKE (1980)
 MR0745
 MR0745                         *CURRENT SURVEY CONTROL
 MR0745  ___________________________________________________________________
 MR0745* NAD 83(1993)-  41 55 13.36444(N)    110 14 14.79488(W)     ADJUSTED  
 MR0745* NAVD 88     -      2061.1    (meters)    6762.     (feet)  VERTCON   
 MR0745  ___________________________________________________________________
 MR0745  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 MR0745  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MR0745
 MR0745  HORZ ORDER  -  FIRST
 MR0745
 MR0745.The horizontal coordinates were established by classical geodetic methods
 MR0745.and adjusted by the National Geodetic Survey in January 1997..
 MR0745
 MR0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0745
 MR0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0745
 MR0745.The geoid height was determined by GEOID03.
 MR0745
 MR0745;                    North         East     Units Scale Factor Converg.
 MR0745;SPC WY W     -   257,746.052   787,216.788   MT  0.99993951   -0 06 10.7
 MR0745;UTM  12      - 4,641,217.191   563,232.025   MT  0.99964920   +0 30 34.1
 MR0745
 MR0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0745!SPC WY W     -   0.99967908  x   0.99993951  =   0.99961861
 MR0745!UTM  12      -   0.99967908  x   0.99964920  =   0.99932839
 MR0745
 MR0745|---------------------------------------------------------------------|
 MR0745| PID    Reference Object                     Distance      Geod. Az  |
 MR0745|                                                           dddmmss.s |
 MR0745| CP4677 CENTER RM 1                          12.786 METERS 08025     |
 MR0745| MR0761 OPAL EL PASO NATURAL GAS STACK      APPROX.18.2 KM 2091354.4 |
 MR0745| CP4676 CENTER AZ MK                                       2402607.3 |
 MR0745| MR0839 KEMMERER MTN STS TEL MICROWAVE      APPROX.23.9 KM 2472622.0 |
 MR0745| CP4678 CENTER RM 2                          10.217 METERS 34536     |
 MR0745|---------------------------------------------------------------------|
 MR0745
 MR0745                          SUPERSEDED SURVEY CONTROL
 MR0745
 MR0745  NAD 83(1986)-  41 55 13.35784(N)    110 14 14.78983(W) AD(       ) 1
 MR0745  NAD 27      -  41 55 13.54390(N)    110 14 12.21120(W) AD(       ) 1
 MR0745  NGVD 29 (07/19/86) 2059.7    (m)         6758.     (f) VERT ANG       
 MR0745
 MR0745.Superseded values are not recommended for survey control.
 MR0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0745.See file dsdata.txt to determine how the superseded data were derived.
 MR0745
 MR0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6323241217(NAD 83)
 MR0745_MARKER: DS = TRIANGULATION STATION DISK
 MR0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0745_STAMPING: CENTER 1962
 MR0745_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0745+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 MR0745
 MR0745  HISTORY     - Date     Condition        Report By
 MR0745  HISTORY     - 1962     MONUMENTED       CGS
 MR0745  HISTORY     - 19970301 GOOD             SCHERB
 MR0745  HISTORY     - 20060923 GOOD             INDIV
 MR0745
 MR0745                          STATION DESCRIPTION
 MR0745
 MR0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0745'STATION IS ABOUT 15-1/2 MILES EAST AND 9 MILES NORTH OF KEMMERER AND
 MR0745'1-1/2 MILES SOUTHEAST OF U.S. HIGHWAY 189.
 MR0745'
 MR0745'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 30N AND 189 IN THE
 MR0745'NORTH EDGE OF KEMMERER.  GO NORTH AND NORTHEASTERLY ON U.S.
 MR0745'HIGHWAY 189 FOR 19.2 MILES TO A GRAVELED SIDE ROAD RIGHT AT
 MR0745'SIGN OPAL 13.  TURN RIGHT, EASTERLY ON GRAVELED ROAD FOR 1.65
 MR0745'MILES TO A CROSS ROAD.  TURN LEFT, NORTHERLY ON GRADED ROAD FOR
 MR0745'0.5 MILE TO THE TOP OF A SMALL RISE.  (TO REACH THE AZIMUTH
 MR0745'MARK, TURN LEFT, ACROSS COUNTRY FOR 0.1 MILE TO THE WEST EDGE OF
 MR0745'A BANK).  CONTINUE AHEAD ON THE GRADED ROAD FOR 0.6 MILE TO THE
 MR0745'STATION ON THE LEFT.
 MR0745'
 MR0745'STATION MARKS ARE STANDARD DISKS, STAMPED CENTER 1962.  THE
 MR0745'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MR0745'PROJECTING 8 INCHES.  IT IS 71 FEET NORTH OF THE CENTERLINE OF
 MR0745'THE GRADED ROAD, 59 FEET NORTHEAST OF THE CENTERLINE OF A
 MR0745'TRACK ROAD AND 4 FEET NORTH-NORTHWEST OF A WITNESS POST.  THE
 MR0745'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 MR0745'INCHES BELOW THE GROUND.
 MR0745'
 MR0745'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CENTER NO 1 1962, SET
 MR0745'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 10 INCHES.
 MR0745'IT IS 90 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD, 69
 MR0745'FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD AND ABOUT 1 FOOT
 MR0745'LOWER THAN THE STATION.
 MR0745'
 MR0745'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CENTER NO 2 1962,
 MR0745'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8
 MR0745'INCHES.  IT IS 105 FEET NORTH OF THE CENTERLINE OF THE GRADED
 MR0745'ROAD, 81 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD AND
 MR0745'ABOUT 1 FOOT LOWER THAN THE STATION.
 MR0745'
 MR0745'AZIMUTH MARK IS A STANDARD DISK, STAMPED CENTER 1962, SET IN
 MR0745'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 10 INCHES.
 MR0745'IT IS 39 FEET EAST OF THE WEST EDGE OF THE BANK AND 3 FEET
 MR0745'NORTHWEST OF A WITNESS POST.
 MR0745
 MR0745                          STATION RECOVERY (1997)
 MR0745
 MR0745'RECOVERY NOTE BY SURVEYOR SCHERBEL LIMITED 1997 (PNS)
 MR0745'AZIMUTH MARK AND NO 1 AND NO 2 REFERENCE MONUMENTS ALSO RECOVERED AND
 MR0745'ALL ARE EXCELLENT CONDITION.  PLACED NGS SIGN ON FENCE POST TO S, 3.8
 MR0745'FT (1.2 M) .
 MR0745
 MR0745                          STATION RECOVERY (2006)
 MR0745
 MR0745'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PO)
 MR0745'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0414 ***********************************************************************
 PX0414  DESIGNATION -  CENTER
 PX0414  PID         -  PX0414
 PX0414  STATE/COUNTY-  WY/PARK
 PX0414  USGS QUAD   -  INDIAN PASS (1987)
 PX0414
 PX0414                         *CURRENT SURVEY CONTROL
 PX0414  ___________________________________________________________________
 PX0414* NAD 83(1993)-  44 28 52.19336(N)    109 01 58.11068(W)     ADJUSTED  
 PX0414* NAVD 88     -      1705.9    (meters)    5597.     (feet)  VERTCON   
 PX0414  ___________________________________________________________________
 PX0414  LAPLACE CORR-         -15.80  (seconds)                    DEFLEC99
 PX0414  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 PX0414
 PX0414  HORZ ORDER  -  THIRD
 PX0414
 PX0414.The horizontal coordinates were established by classical geodetic methods
 PX0414.and adjusted by the National Geodetic Survey in January 1997..
 PX0414
 PX0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0414
 PX0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0414
 PX0414.The geoid height was determined by GEOID03.
 PX0414
 PX0414;                    North         East     Units Scale Factor Converg.
 PX0414;SPC WYWC     -   442,250.445   577,502.527   MT  0.99994372   -0 11 53.4
 PX0414;UTM  12      - 4,927,199.106   656,438.241   MT  0.99990097   +1 22 43.1
 PX0414
 PX0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0414!SPC WYWC     -   0.99973443  x   0.99994372  =   0.99967817
 PX0414!UTM  12      -   0.99973443  x   0.99990097  =   0.99963543
 PX0414
 PX0414:                Primary Azimuth Mark                     Grid Az
 PX0414:SPC WYWC     -  PORT                                     020 35 24.9
 PX0414:UTM  12      -  PORT                                     019 00 48.4
 PX0414
 PX0414|---------------------------------------------------------------------|
 PX0414| PID    Reference Object                     Distance      Geod. Az  |
 PX0414|                                                           dddmmss.s |
 PX0414| PX0402 PORT                                APPROX. 4.6 KM 0202331.5 |
 PX0414|---------------------------------------------------------------------|
 PX0414
 PX0414                          SUPERSEDED SURVEY CONTROL
 PX0414
 PX0414  NAD 83(1986)-  44 28 52.18283(N)    109 01 58.10459(W) AD(       ) 3
 PX0414  NAD 27      -  44 28 52.33268(N)    109 01 55.59435(W) AD(       ) 3
 PX0414  NGVD 29 (07/19/86) 1704.8    (m)         5593.     (f) VERT ANG       
 PX0414
 PX0414.Superseded values are not recommended for survey control.
 PX0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0414.See file dsdata.txt to determine how the superseded data were derived.
 PX0414
 PX0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5643827199(NAD 83)
 PX0414_MARKER: DD = SURVEY DISK
 PX0414_SETTING: 66 = SET IN ROCK OUTCROP
 PX0414_SP_SET: SET IN A ROCK LEDGE
 PX0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0414+STABILITY: POSITION/ELEVATION WELL
 PX0414
 PX0414  HISTORY     - Date     Condition        Report By
 PX0414  HISTORY     - 1947     MONUMENTED       USGS
 PX0414
 PX0414                          STATION DESCRIPTION
 PX0414
 PX0414'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0414'STATION IS LOCATED ABOUT 3 MI. AIR SE. OF CODY, WYOMING, NEAR THE SE.
 PX0414'CORNER OF SEC.6 T.52 N.,R.101 W., ON THE HIGHEST POINT OF AN UPTURNED
 PX0414'LIMESTONE OUTCROP WHICH FORMS THE HIGHEST HOGBACK RIDGE IN THE AREA
 PX0414'BETWEEN SULPHER CREEK AND SAGE CREEK.  THIS AREA IS LOCALLY KNOWN AS
 PX0414'HORSE CENTER.
 PX0414'
 PX0414'TO REACH STATION FROM POST OFFICE IN CODY, WYOMING, FOLLOW WYOMING
 PX0414'STATE HIGHWAY 420 S. FOR 5.9 MI. TO A DIM RD. W. TURN W ON DIM RD. FOR
 PX0414'ABOUT 250 FT. TO A TELEPHONE LINE.  FOLLOW TELEPHONE LINE N. FOR 0.2
 PX0414'MI. THEN TURN W. AND FOLLOW UP A SMOOTH GRASSY SLOPE FOR 0.3 MI. TO
 PX0414'WHERE SLOPE ENDS IN A CUT CREEK.  LEAVE TRUCK AND CLIMB W. ABOUT 1200
 PX0414'FT. TO TOP OF HOGBACK STATION SITE.
 PX0414'
 PX0414'STATION MARK - STANDARD STATION TABLET STAMPED ---CENTER 1947---
 PX0414'CEMENTED IN A ROCK LEDGE.
 PX0414'
 PX0414'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED ---REF.1---
 PX0414'CEMENTED IN A LIMESTONE REEF 62.41 FT. FROM STATION,
 PX0414'S 20 DEG 31 MIN E.
 PX0414'
 PX0414'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED ---REF 2---
 PX0414'CEMENTED IN A LIMESTONE OUTCROP 360.61 FT. FROM STATION,
 PX0414'S 70 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0580 ***********************************************************************
 NQ0580  DESIGNATION -  CFMT 1
 NQ0580  PID         -  NQ0580
 NQ0580  STATE/COUNTY-  WY/CONVERSE
 NQ0580  USGS QUAD   -  ANTELOPE CREEK (1973)
 NQ0580
 NQ0580                         *CURRENT SURVEY CONTROL
 NQ0580  ___________________________________________________________________
 NQ0580* NAD 83(1993)-  42 45 33.80418(N)    105 19 46.67748(W)     ADJUSTED  
 NQ0580* NAVD 88     -      1531.     (meters)    5023.     (feet)  VERTCON   
 NQ0580  ___________________________________________________________________
 NQ0580  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 NQ0580  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0580
 NQ0580  HORZ ORDER  -  THIRD
 NQ0580
 NQ0580.The horizontal coordinates were established by classical geodetic methods
 NQ0580.and adjusted by the National Geodetic Survey in January 1997..
 NQ0580
 NQ0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0580
 NQ0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0580
 NQ0580.The geoid height was determined by GEOID03.
 NQ0580
 NQ0580;                    North         East     Units Scale Factor Converg.
 NQ0580;SPC WY E     -   250,938.874   186,660.697   MT  0.99993969   -0 06 38.3
 NQ0580;UTM  13      - 4,734,148.711   473,027.577   MT  0.99960895   -0 13 25.7
 NQ0580
 NQ0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0580!SPC WY E     -   0.99976223  x   0.99993969  =   0.99970193
 NQ0580!UTM  13      -   0.99976223  x   0.99960895  =   0.99937127
 NQ0580
 NQ0580:                Primary Azimuth Mark                     Grid Az
 NQ0580:SPC WY E     -  TEPEE                                    145 04 12.9
 NQ0580:UTM  13      -  TEPEE                                    145 11 00.3
 NQ0580
 NQ0580|---------------------------------------------------------------------|
 NQ0580| PID    Reference Object                     Distance      Geod. Az  |
 NQ0580|                                                           dddmmss.s |
 NQ0580| NQ0560 TEPEE                               APPROX. 5.4 KM 1445734.6 |
 NQ0580|---------------------------------------------------------------------|
 NQ0580
 NQ0580                          SUPERSEDED SURVEY CONTROL
 NQ0580
 NQ0580  NAD 83(1986)-  42 45 33.78315(N)    105 19 46.66472(W) AD(       ) 3
 NQ0580  NAD 27      -  42 45 33.90031(N)    105 19 44.72781(W) AD(       ) 3
 NQ0580  NGVD 29 (07/19/86) 1530.     (m)         5020.     (f) VERT ANG       
 NQ0580
 NQ0580.Superseded values are not recommended for survey control.
 NQ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0580.See file dsdata.txt to determine how the superseded data were derived.
 NQ0580
 NQ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7302834149(NAD 83)
 NQ0580_MARKER: DD = SURVEY DISK
 NQ0580_SETTING: 0 = UNSPECIFIED SETTING
 NQ0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0580
 NQ0580  HISTORY     - Date     Condition        Report By
 NQ0580  HISTORY     - 1948     MONUMENTED       USGS
 NQ0580
 NQ0580                          STATION DESCRIPTION
 NQ0580
 NQ0580'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0580'LOCATED ON HIGHEST POINT 2 FT. N. OF E-W. FENCE LINE IN SECTION 12,
 NQ0580'R 71 W, T 32 N.
 NQ0580'
 NQ0580'TO REACH FROM IN FRONT OF CONVERSE COUNTY COURTHOUSE IN DOUGLAS, GO
 NQ0580'N. 1-1/4 BLOCKS, TURN RIGHT (E.) FOR 0.3 MI., TURN LEFT (N. AND E.)
 NQ0580'ONTO GRAVELED COUNTY RD. FOR 3.1 MI., TURN RIGHT (S.) ALONG N-S.
 NQ0580'FENCE LINE FOR 0.5 MI., TURN RIGHT (W.) ALONG E-W. FENCE LINE FOR
 NQ0580'0.4 MI. TO HIGHEST POINT AND STATION.
 NQ0580'
 NQ0580'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 NQ0580'---CFMT-1-1948---.
 NQ0580'
 NQ0580'REFERENCE MARK NO. 1--1 IN. PIPE, DISTANCE OF 45.8 FT.,
 NQ0580'S 03 DEG 55 MIN E, FROM STATION.
 NQ0580'
 NQ0580'REFERENCE MARK NO. 2--1 IN. PIPE, DISTANCE OF 41.2 FT.,
 NQ0580'N 87 DEG 13 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0593 ***********************************************************************
 NQ0593  DESIGNATION -  CGDGB 1
 NQ0593  PID         -  NQ0593
 NQ0593  STATE/COUNTY-  WY/PLATTE
 NQ0593  USGS QUAD   -  SIBLEY PEAK (1981)
 NQ0593
 NQ0593                         *CURRENT SURVEY CONTROL
 NQ0593  ___________________________________________________________________
 NQ0593* NAD 83(1993)-  42 22 37.71997(N)    105 04 43.92349(W)     ADJUSTED  
 NQ0593* NAVD 88     -      1652.     (meters)    5420.     (feet)  VERTCON   
 NQ0593  ___________________________________________________________________
 NQ0593  LAPLACE CORR-          -8.43  (seconds)                    DEFLEC99
 NQ0593  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NQ0593
 NQ0593  HORZ ORDER  -  THIRD
 NQ0593
 NQ0593.The horizontal coordinates were established by classical geodetic methods
 NQ0593.and adjusted by the National Geodetic Survey in January 1997..
 NQ0593
 NQ0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0593
 NQ0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0593
 NQ0593.The geoid height was determined by GEOID03.
 NQ0593
 NQ0593;                    North         East     Units Scale Factor Converg.
 NQ0593;SPC WY E     -   208,470.885   207,230.654   MT  0.99993814   +0 03 33.0
 NQ0593;UTM  13      - 4,691,654.532   493,507.080   MT  0.99960052   -0 03 11.4
 NQ0593
 NQ0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0593!SPC WY E     -   0.99974315  x   0.99993814  =   0.99968131
 NQ0593!UTM  13      -   0.99974315  x   0.99960052  =   0.99934378
 NQ0593
 NQ0593:                Primary Azimuth Mark                     Grid Az
 NQ0593:SPC WY E     -  COLEMAN                                  252 52 23.4
 NQ0593:UTM  13      -  COLEMAN                                  252 59 07.8
 NQ0593
 NQ0593|---------------------------------------------------------------------|
 NQ0593| PID    Reference Object                     Distance      Geod. Az  |
 NQ0593|                                                           dddmmss.s |
 NQ0593| NQ0595 COLEMAN                             APPROX. 3.6 KM 2525556.4 |
 NQ0593|---------------------------------------------------------------------|
 NQ0593
 NQ0593                          SUPERSEDED SURVEY CONTROL
 NQ0593
 NQ0593  NAD 83(1986)-  42 22 37.69904(N)    105 04 43.91496(W) AD(       ) 3
 NQ0593  NAD 27      -  42 22 37.80793(N)    105 04 42.00475(W) AD(       ) 3
 NQ0593  NGVD 29 (07/19/86) 1651.     (m)         5417.     (f) VERT ANG       
 NQ0593
 NQ0593.Superseded values are not recommended for survey control.
 NQ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0593.See file dsdata.txt to determine how the superseded data were derived.
 NQ0593
 NQ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9350791655(NAD 83)
 NQ0593_MARKER: DD = SURVEY DISK
 NQ0593_SETTING: 80 = SET IN A BOULDER
 NQ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0593+STABILITY: SURFACE MOTION
 NQ0593
 NQ0593  HISTORY     - Date     Condition        Report By
 NQ0593  HISTORY     - 1948     MONUMENTED       USGS
 NQ0593
 NQ0593                          STATION DESCRIPTION
 NQ0593
 NQ0593'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0593'LOCATED ABOUT 6-1/4 MI. W. AND 2 MI. S. OF CASSA POST OFFICE, IN
 NQ0593'SEC. 25, T 28 N, R 69 W.
 NQ0593'
 NQ0593'TO REACH FROM CASSA, GO W. 0.05 MI. TO T-RD. E., TURN LEFT AND GO S.
 NQ0593'3.05 MI. TO A T-RD. E., TURN LEFT AND GO S. 5.45 MI. TO BEACON NO. 9
 NQ0593'AND A T-RD. W., TURN RIGHT AND GO W. PAST RANCH HOUSE AND ON MAIN
 NQ0593'TRAVELED RD. 2.8 MI. TO RD. AND PIPELINE CROSSING, CONTINUE W. 0.75
 NQ0593'MI., LEAVE RD. AND GO W. ON RIDGE 0.9 MI. TO E. SIDE OF N. TOP OF
 NQ0593'THREE (3) CONICAL TOPS.  WALK TO TOP OF RIDGE AND STATION.
 NQ0593'
 NQ0593'STATION MARK--A STANDARD TABLET STAMPED ---CGDGB-1, 1948 5418--- AND
 NQ0593'SET IN BOULDER EXTENDING 6 IN. ABOVE GROUND.
 NQ0593'
 NQ0593'REFERENCE MARKS--(1) A CHISELED ARROW WITH CROSS IN CENTER AND IS 25.3
 NQ0593'FT. S. OF STATION, N 19 DEG 17 MIN E.
 NQ0593'(2) A CHISELED ARROW WITH CROSS IN CENTER AND IS 40.5 FT. FROM
 NQ0593'STATION, N 60 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0525 ***********************************************************************
 NQ0525  DESIGNATION -  CGSZ 1
 NQ0525  PID         -  NQ0525
 NQ0525  STATE/COUNTY-  WY/PLATTE
 NQ0525  USGS QUAD   -  JEWEL SPRINGS (1961)
 NQ0525
 NQ0525                         *CURRENT SURVEY CONTROL
 NQ0525  ___________________________________________________________________
 NQ0525* NAD 83(1993)-  42 30 10.22741(N)    104 59 50.88001(W)     ADJUSTED  
 NQ0525* NAVD 88     -      1489.     (meters)    4885.     (feet)  VERTCON   
 NQ0525  ___________________________________________________________________
 NQ0525  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 NQ0525  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NQ0525
 NQ0525  HORZ ORDER  -  THIRD
 NQ0525
 NQ0525.The horizontal coordinates were established by classical geodetic methods
 NQ0525.and adjusted by the National Geodetic Survey in January 1997..
 NQ0525
 NQ0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0525
 NQ0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0525
 NQ0525.The geoid height was determined by GEOID03.
 NQ0525
 NQ0525;                    North         East     Units Scale Factor Converg.
 NQ0525;SPC WY E     -   222,442.750   213,906.576   MT  0.99993988   +0 06 51.5
 NQ0525;UTM  13      - 4,705,608.538   500,208.145   MT  0.99960000   +0 00 06.2
 NQ0525
 NQ0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0525!SPC WY E     -   0.99976877  x   0.99993988  =   0.99970866
 NQ0525!UTM  13      -   0.99976877  x   0.99960000  =   0.99936886
 NQ0525
 NQ0525:                Primary Azimuth Mark                     Grid Az
 NQ0525:SPC WY E     -  GRANDE                                   278 44 45.0
 NQ0525:UTM  13      -  GRANDE                                   278 51 30.3
 NQ0525
 NQ0525|---------------------------------------------------------------------|
 NQ0525| PID    Reference Object                     Distance      Geod. Az  |
 NQ0525|                                                           dddmmss.s |
 NQ0525| NQ0542 GRANDE                              APPROX. 9.2 KM 2785136.5 |
 NQ0525|---------------------------------------------------------------------|
 NQ0525
 NQ0525                          SUPERSEDED SURVEY CONTROL
 NQ0525
 NQ0525  NAD 83(1986)-  42 30 10.20595(N)    104 59 50.87022(W) AD(       ) 3
 NQ0525  NAD 27      -  42 30 10.31738(N)    104 59 48.97288(W) AD(       ) 3
 NQ0525  NGVD 29 (07/19/86) 1488.     (m)         4882.     (f) VERT ANG       
 NQ0525
 NQ0525.Superseded values are not recommended for survey control.
 NQ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0525.See file dsdata.txt to determine how the superseded data were derived.
 NQ0525
 NQ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH0020805609(NAD 83)
 NQ0525_MARKER: DD = SURVEY DISK
 NQ0525_SETTING: 0 = UNSPECIFIED SETTING
 NQ0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0525
 NQ0525  HISTORY     - Date     Condition        Report By
 NQ0525  HISTORY     - 1948     MONUMENTED       USGS
 NQ0525
 NQ0525                          STATION DESCRIPTION
 NQ0525
 NQ0525'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0525'LOCATED AT RD. FORKS ON TOP OF SMALL MESA ABOUT 1.50 MI. E. OF GLENDO,
 NQ0525'NEAR W. EDGE OF NE. 1/4 SEC. 10, T 29 N, R 68 W.
 NQ0525'
 NQ0525'TO REACH FROM GLENDO, FROM POST OFFICE, GO N. TWO BLOCKS, THENCE E.
 NQ0525'THREE BLOCKS TO SCHOOLHOUSE, THENCE N. TWO BLOCKS.  GO E. THRU GATE
 NQ0525'IN FENCE AT S. SIDE OF WINDMILL, CONTINUE E. 0.30 MI. TO GATE IN N-S.
 NQ0525'FENCE AT FENCE W., GO THRU GATE AND CONTINUE IN AN EASTERLY DIRECTION
 NQ0525'FOR 1.20 MI. TO RD. FORKS AND STATION.  STATION IS 59.00 FT. W. OF
 NQ0525'CENTER OF RD. FORKS, 6.00 FT. N. OF CENTER OF S. FORK AND 10.50 FT. S.
 NQ0525'OF CENTER OF N. FORK.
 NQ0525'
 NQ0525'STATION MARK--STANDARD TABLET STAMPED ---CGSZ-1 1948--- SET IN
 NQ0525'CONCRETE POST.
 NQ0525'
 NQ0525'REFERENCE MARK NO. 1--3/4 IN. IRON PIPE EXTENDING 8 IN. ABOVE GROUND,
 NQ0525'BEING N 64 DEG 31 MIN E, 68.20 FT.
 NQ0525'FROM STATION MARK.
 NQ0525'
 NQ0525'REFERENCE MARK NO. 2--3/4 IN. IRON PIPE EXTENDING 8 IN. ABOVE GROUND,
 NQ0525'BEING N 20 DEG 16 MIN W, 113.30 FT.
 NQ0525'FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0371 ***********************************************************************
 NR0371  DESIGNATION -  CHALK
 NR0371  PID         -  NR0371
 NR0371  STATE/COUNTY-  WY/CARBON
 NR0371  USGS QUAD   -  WILD IRISH RESERVOIR (1984)
 NR0371
 NR0371                         *CURRENT SURVEY CONTROL
 NR0371  ___________________________________________________________________
 NR0371* NAD 83(1993)-  42 20 40.01921(N)    106 28 29.23829(W)     ADJUSTED  
 NR0371* NAVD 88     -      2440.4    (meters)    8007.     (feet)  VERTCON   
 NR0371  ___________________________________________________________________
 NR0371  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 NR0371  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NR0371
 NR0371  HORZ ORDER  -  FIRST
 NR0371
 NR0371.The horizontal coordinates were established by classical geodetic methods
 NR0371.and adjusted by the National Geodetic Survey in January 1997..
 NR0371
 NR0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0371
 NR0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0371
 NR0371.The geoid height was determined by GEOID03.
 NR0371
 NR0371;                    North         East     Units Scale Factor Converg.
 NR0371;SPC WYEC     -   305,192.670   470,742.032   MT  0.99999905   +0 34 42.0
 NR0371;UTM  13      - 4,689,074.467   378,521.167   MT  0.99978157   -0 59 36.7
 NR0371
 NR0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0371!SPC WYEC     -   0.99961935  x   0.99999905  =   0.99961840
 NR0371!UTM  13      -   0.99961935  x   0.99978157  =   0.99940101
 NR0371
 NR0371|---------------------------------------------------------------------|
 NR0371| PID    Reference Object                     Distance      Geod. Az  |
 NR0371|                                                           dddmmss.s |
 NR0371| NR0370 T27 28N R81 80W SECS 1 6 31 36       62.501 METERS 01149     |
 NR0371| NR0352 STINKING                            APPROX.21.3 KM 0120305.0 |
 NR0371| CP4680 CHALK RM 1                           23.997 METERS 11012     |
 NR0371| CP4679 BM                                                 1441259.2 |
 NR0371| CP4681 CHALK RM 2                           24.897 METERS 19755     |
 NR0371|---------------------------------------------------------------------|
 NR0371
 NR0371                          SUPERSEDED SURVEY CONTROL
 NR0371
 NR0371  NAD 83(1986)-  42 20 40.00797(N)    106 28 29.22331(W) AD(       ) 1
 NR0371  NAD 27      -  42 20 40.14300(N)    106 28 27.11800(W) AD(       ) 1
 NR0371  NGVD 29 (09/08/93) 2439.3    (m)         8003.     (f) VERT ANG       
 NR0371
 NR0371.Superseded values are not recommended for survey control.
 NR0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0371.See file dsdata.txt to determine how the superseded data were derived.
 NR0371
 NR0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG7852189074(NAD 83)
 NR0371_MARKER: DS = TRIANGULATION STATION DISK
 NR0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0371
 NR0371  HISTORY     - Date     Condition        Report By
 NR0371  HISTORY     - 1934     MONUMENTED       CGS
 NR0371  HISTORY     - 1948     GOOD             CGS
 NR0371  HISTORY     - 1948     GOOD             USGS
 NR0371  HISTORY     - 1951     GOOD             USGS
 NR0371  HISTORY     - 1960     GOOD             CGS
 NR0371  HISTORY     - 1969     GOOD             LOCSUR
 NR0371
 NR0371                          STATION DESCRIPTION
 NR0371
 NR0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NR0371'ABOUT 21 MILES SOUTHEAST OF ALCOVA, 19 MILES EAST OF PATHFINDER
 NR0371'RESERVOIR, 5 MILES EAST OF POINT WHERE OLD PEDRO-SHIRLEY ROAD
 NR0371'DROPS OVER RIM TO SOUTH, IN T. 27 N., R. 81 W., ON EXTREME
 NR0371'EASTERN END OF MESA KNOWN LOCALLY AS CHALK HILLS WHICH EXTENDS
 NR0371'IN NORTHWESTERLY AND SOUTHEASTERLY DIRECTION, AND OVERLOOKS
 NR0371'DEEP VALLEYS TO NORTH AND SOUTH.  THERE IS HIGHER GROUND TO
 NR0371'SOUTHEAST.  TO REACH FROM ALCOVA BRIDGE OVER NORTH PLATTE
 NR0371'RIVER AT ALCOVA, GO SOUTH 9.05 MILES ON SAGE CREEK ROAD,
 NR0371'FOLLOW LEFT FORK 0.5 MILE TO CROSSROADS, TURN LEFT (EAST) ONTO
 NR0371'SCRAPED ROAD AND GO 1.95 MILES, FOLLOW LEFT FORK 0.1 MILE,
 NR0371'FOLLOW LEFT FORK (MAIN ROAD) 0.6 MILE, FOLLOW RIGHT FORK 0.85
 NR0371'MILE, FOLLOW LEFT FORK 0.2 MILE TO CROSSROADS, CONTINUE 2.1
 NR0371'MILES (KEEPING STRAIGHT AHEAD AT ALL CROSSROADS) TO FORKS
 NR0371'JUST BEFORE CROSSING SMALL CREEK, CONTINUE 0.6 MILE, FOLLOW
 NR0371'LEFT FORK 1.4 MILES TO POINT WHERE ROAD JOINS FROM RIGHT,
 NR0371'CONTINUE SOUTH 1.45 MILES AND PASS SMALL TAR-PAPER SHACK
 NR0371'WHICH IS ABOUT 1/2 MILE EAST OF ROAD, CONTINUE 2.2 MILES TO
 NR0371'POINT WHERE ROAD JOINS FROM RIGHT AT EDGE OF RIM, CONTINUE
 NR0371'0.15 MILE, FOLLOW LEFT FORK EAST 1.45 MILES (RIGHT FORK LEADS
 NR0371'OVER RIM TO STATION SHIRLEY (U.S.G.S.), ABOUT 6 MILES TO WEST)
 NR0371'ALONG EDGE OF RIM TO POINT WHERE ROAD STARTS TO DROP OVER
 NR0371'RIM, CONTINUE 0.55 MILE, FOLLOW LEFT FORK 1.25 MILES TO
 NR0371'SHEEP-BEDDING GROUND, TURN RIGHT (SOUTH) AND GO TO TOP OF
 NR0371'HIGHEST ROUND HILL (FOLLOWING SHEEP AND STOCK TRAILS), TURN EAST
 NR0371'AND FOLLOW ALONG RIDGE 2.35 MILES TO HIGHEST AND MOST EASTERLY
 NR0371'END OF MESA NEAR SOUTH RIM.  SURFACE AND UNDERGROUND MARKS
 NR0371'ARE STANDARD STATION DISKS IN CONCRETE.
 NR0371'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 NR0371'NO. 1 IS 24.03 METERS (78.8 FEET) (SLOPE) FROM STATION.
 NR0371'NO. 2 IS 24.95 METERS (81.9 FEET)
 NR0371'(SLOPE) FROM STATION.  DISTANCE
 NR0371'BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 111.2 FEET.  AZIMUTH
 NR0371'MARK IS STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK (BRASS-CAPPED
 NR0371'3-INCH PIPE), APPROXIMATELY 0.15 MILE FROM STATION.
 NR0371'BEARING FROM STATION TO CONE-SHAPED
 NR0371'PEAK ,S 3 DEG 06 MIN W, AND TO ANOTHER CONE-SHAPED PEAK
 NR0371'N 76 DEG 56 MIN W.
 NR0371
 NR0371                          STATION RECOVERY (1948)
 NR0371
 NR0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0371'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND
 NR0371'AS DESCRIBED.
 NR0371'
 NR0371'A TRAVERSE AND LEVEL CONNECTION WAS MADE TO A GENERAL LAND
 NR0371'OFFICE MARK NEAR THE STATION.
 NR0371'
 NR0371'THE STATION IS LOCATED ABOUT 21 MILES AIRLINE SOUTHEAST OF
 NR0371'ALCOVA AND ABOUT 19 MILES AIRLINE EAST OF THE PATHFINDER
 NR0371'RESERVOIR ON THE EASTERN END OF A PROMINENT MESA KNOWN LOCALLY
 NR0371'AS THE CHALK HILLS.  THE STATION MARK
 NR0371'PROJECTS 8 INCHES, IS 100 FEET SOUTHWEST OF A TRACK ROAD
 NR0371'AND 10 FEET SOUTHWEST OF A WHITE WITNESS POST.  IT IS STAMPED,
 NR0371'CHALK 1934.
 NR0371'
 NR0371'REFERENCE MARK NO. 1 PROJECTS 6 INCHES,
 NR0371'IS 5 FEET LOWER THAN THE STATION MARK AND IS STAMPED, CHALK
 NR0371'NO 1 1934.
 NR0371'
 NR0371'REFERENCE MARK NO. 2 PROJECTS 4 INCHES,
 NR0371'IS 3 FEET LOWER THAN THE STATION MARK AND IS STAMPED, CHALK
 NR0371'NO 2 1934.
 NR0371'
 NR0371'THE U.S. GENERAL LAND OFFICE MARK IS A BRONZE DISK RIVETED
 NR0371'TO THE TOP OF AN IRON PIPE THAT PROJECTS 12 INCHES, IS 7 FEET
 NR0371'LOWER THAN THE STATION MARK AND IS STAMPED, R81W, R80W, S36, S31,
 NR0371'S7, S6, T27N, 1938.
 NR0371'
 NR0371'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK RIVETED
 NR0371'TO THE TOP OF AN PIPE THAT PROJECTS 14 INCHES AND IS SET
 NR0371'30 FEET NORTHEAST OF A TRACK ROAD.  IT IS UNSTAMPED.
 NR0371'
 NR0371'TO REACH THE STATION FROM THE BRIDGE OVER THE NORTH PLATTE
 NR0371'RIVER AT ALCOVA.  GO SOUTH ON GRAVEL ROAD 11.1 MILES TO A
 NR0371'CROSSROAD AT TOP OF HILL.  TURN LEFT, GO 2.1 MILES TO A FORK.
 NR0371'KEEP TO LEFT, GO 0.65 MILE TO A FORK.  KEEP TO RIGHT, GO 3.75
 NR0371'MILES TO A FORK AT A DRAW.  TURN RIGHT, FOLLOW MAIN ROAD 1.25
 NR0371'MILE TO A FORK.  KEEP TO RIGHT, GO 2.6 MILES TO A CROSSROAD.
 NR0371'TURN RIGHT, GO 1.9 MILE TO A CATTLE GUARD.  CONTINUE 0.55 MILE
 NR0371'TO A FORK.  KEEP TO LEFT ALONG TOP OF MESA 5.3 MILES TO A DIM
 NR0371'ROAD LEFT WHERE MAIN ROAD GOES DOWN GRADE.  TURN LEFT, GO 0.4
 NR0371'MILE TO STATION ON RIGHT.  A DRIVE STATION.
 NR0371
 NR0371                          STATION RECOVERY (1948)
 NR0371
 NR0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NR0371'RECOVERED BY USGS IN 1948.
 NR0371'
 NR0371'STATION MARK--STANDARD STATION DISK SET IN CONCRETE.
 NR0371
 NR0371                          STATION RECOVERY (1951)
 NR0371
 NR0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NR0371'STATION FOUND AS DESCRIBED.
 NR0371
 NR0371                          STATION RECOVERY (1960)
 NR0371
 NR0371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 NR0371'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NR0371
 NR0371                          STATION RECOVERY (1969)
 NR0371
 NR0371'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969 (MB)
 NR0371'RECOVERED BY CE SPURLOCK.
 NR0371'
 NR0371'TRIANGULATION STATION CHALK-GOOD - TO REACH FROM MEDICINE BOW
 NR0371'GO N. 38 MI ON STATE HIGHWAY 487 ON TOP OF MESA TURN LEFT ON
 NR0371'GRADED ROAD AND PROCEED TO TOP OF CHALK MTN TURN RIGHT AND PROCEED
 NR0371'SE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0564 ***********************************************************************
 NQ0564  DESIGNATION -  CHALK
 NQ0564  PID         -  NQ0564
 NQ0564  STATE/COUNTY-  WY/CONVERSE
 NQ0564  USGS QUAD   -  IRVINE (1949)
 NQ0564
 NQ0564                         *CURRENT SURVEY CONTROL
 NQ0564  ___________________________________________________________________
 NQ0564* NAD 83(1993)-  42 40 02.08960(N)    105 22 17.74800(W)     ADJUSTED  
 NQ0564* NAVD 88     -      1655.4    (meters)    5431.     (feet)  VERTCON   
 NQ0564  ___________________________________________________________________
 NQ0564  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 NQ0564  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 NQ0564
 NQ0564  HORZ ORDER  -  SECOND
 NQ0564
 NQ0564.The horizontal coordinates were established by classical geodetic methods
 NQ0564.and adjusted by the National Geodetic Survey in January 1997..
 NQ0564
 NQ0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0564
 NQ0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0564
 NQ0564.The geoid height was determined by GEOID03.
 NQ0564
 NQ0564;                    North         East     Units Scale Factor Converg.
 NQ0564;SPC WY E     -   240,711.099   183,200.968   MT  0.99994097   -0 08 20.0
 NQ0564;UTM  13      - 4,723,931.157   469,548.822   MT  0.99961141   -0 15 06.7
 NQ0564
 NQ0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0564!SPC WY E     -   0.99974265  x   0.99994097  =   0.99968363
 NQ0564!UTM  13      -   0.99974265  x   0.99961141  =   0.99935416
 NQ0564
 NQ0564:                Primary Azimuth Mark                     Grid Az
 NQ0564:SPC WY E     -  CHALK AZ MK                              047 40 13.1
 NQ0564:UTM  13      -  CHALK AZ MK                              047 46 59.8
 NQ0564
 NQ0564|---------------------------------------------------------------------|
 NQ0564| PID    Reference Object                     Distance      Geod. Az  |
 NQ0564|                                                           dddmmss.s |
 NQ0564| CP8997 CHALK AZ MK                                        0473153.1 |
 NQ0564| CP9000 CHALK RM 3                            6.301 METERS 10934     |
 NQ0564| CP8998 CHALK RM 1                            7.727 METERS 24749     |
 NQ0564| CP8999 CHALK RM 2                            8.793 METERS 32838     |
 NQ0564|---------------------------------------------------------------------|
 NQ0564
 NQ0564                          SUPERSEDED SURVEY CONTROL
 NQ0564
 NQ0564  NAD 83(1986)-  42 40 02.06942(N)    105 22 17.73600(W) AD(       ) 2
 NQ0564  NAD 27      -  42 40 02.18400(N)    105 22 15.79300(W) AD(       ) 2
 NQ0564  NGVD 29 (07/19/86) 1654.5    (m)         5428.     (f) VERT ANG       
 NQ0564
 NQ0564.Superseded values are not recommended for survey control.
 NQ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0564.See file dsdata.txt to determine how the superseded data were derived.
 NQ0564
 NQ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6954923931(NAD 83)
 NQ0564_MARKER: DD = SURVEY DISK
 NQ0564_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0564_SP_SET: PARTIALLY EXPOSED BEDROCK
 NQ0564
 NQ0564  HISTORY     - Date     Condition        Report By
 NQ0564  HISTORY     - 1948     MONUMENTED       USGS
 NQ0564  HISTORY     - 1969     GOOD             USAF
 NQ0564
 NQ0564                          STATION DESCRIPTION
 NQ0564
 NQ0564'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0564'THE STATION, A U.S. GEOLOGICAL SURVEY BENCH MARK, IS LOCATED
 NQ0564'IN T.31N., R.71W., SEC. 9, ABOUT 6 MILES AIR LINE SOUTH OF
 NQ0564'DOUGLAS, ON A HIGH BLUFF LOCALLY KNOWN AS CHALK BLUFF.  THE
 NQ0564'BLUFF IS BETWEEN THE NORTH PLATTE RIVER AND THE C. AND N.W.
 NQ0564'RAILROAD, ON THE NORTHEAST SIDE OF THE RIVER WHERE IT MAKES
 NQ0564'A RIGHT ANGLE BEND.  THE BLUFF HAS VERTICAL CLIFFS ON THE
 NQ0564'WEST SIDE AND A GRADUAL SLOPE TO THE EAST, AND IS THE HIGHEST
 NQ0564'POINT IN THE VICINITY.  THE STATION IS ON THE EAST SLOPE,
 NQ0564'19 FEET NORTHEAST OF THE SOUTHWEST RIM, SET IN BEDROCK WHICH
 NQ0564'PROJECTS 6 INCHES, AND STAMPED, CHALK 1947.
 NQ0564'
 NQ0564'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY REFERENCE
 NQ0564'DISK, IS APPROXIMATELY 3 FEET HIGHER THAN THE STATION, 3
 NQ0564'FEET NORTHEAST OF THE SOUTHWEST RIM, SET IN BEDROCK, PROJECTS
 NQ0564'3 FEET, AND STAMPED, CHALK NO 1 1947.
 NQ0564'
 NQ0564'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK,
 NQ0564'IS APPROXIMATELY THE SAME ELEVATION AS THE STATION, 15 FEET
 NQ0564'EAST OF THE WEST RIM, SET IN BEDROCK, PROJECTS 3 INCHES,
 NQ0564'AND STAMPED, CHALK NO 2 1947.
 NQ0564'
 NQ0564'REFERENCE MARK NO. 3, A BRONZE DISK, IS APPROXIMATELY 2
 NQ0564'FEET LOWER THAN THE STATION, 27 FEET NORTHEAST OF THE SOUTHWEST
 NQ0564'RIM, SET FLUSH, STAMPED, CHALK NO 3 1948.
 NQ0564'
 NQ0564'THE AZIMUTH MARK IS LOCATED ALONG TRACK ROAD TO STATION, ON
 NQ0564'A ROCKY POINT WHICH DROPS OFF ABRUPTLY TO THE EAST, 42 PACES
 NQ0564'NORTH OF AND APPROXIMATELY 3 FEET LOWER THAN THE CENTER LINE
 NQ0564'OF TRACK ROAD, 8 FEET SOUTHWEST OF THE EAST RIM, 3 FEET
 NQ0564'NORTH OF A 4 X 4 INCH WITNESS POST, SET FLUSH, AND STAMPED,
 NQ0564'CHALK 1948.
 NQ0564'
 NQ0564'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 87 AND 20 AND STATE
 NQ0564'HIGHWAY 89 IN DOUGLAS, GO SOUTH ON U.S. HIGHWAY 87 AND 20
 NQ0564'FOR 0.7 MILE TO A POINT WHERE THE HIGHWAY TURNS LEFT (EAST).
 NQ0564'CONTINUE STRAIGHT AHEAD (SOUTH) ON A GRAVEL ROAD FOR 0.6
 NQ0564'MILE TO A ROAD RIGHT.  TURN RIGHT, CROSS RAILROAD TRACKS
 NQ0564'AND GO 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW
 NQ0564'GRAVEL ROAD FOR 1.0 MILE TO FORK.  TAKE THE LEFT FORK AND
 NQ0564'FOLLOW MAIN ROAD FOR 2.7 MILES TO AN IRON GATE IN FENCE ON
 NQ0564'THE RIGHT AT THE TOP OF A SMALL HILL.  TURN RIGHT THROUGH
 NQ0564'IRON GATE AND FOLLOW TRACK ROAD WEST, THEN SOUTH FOR 0.55
 NQ0564'MILE TO A WINDMILL ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON
 NQ0564'TRACK ROAD FOR 0.7 MILE TO A DIM TRACK ROAD LEFT.  TURN
 NQ0564'LEFT ON DIM TRACK ROAD (TOWARD DRAW) FOR 0.4 MILE, GOING
 NQ0564'DOWN INTO DRAW THENCE RIGHT UP BANK ON RIGHT SIDE OF
 NQ0564'DRAW TO A POND ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.2
 NQ0564'MILE TO A POINT WHERE COW PATH CONTINUES STRAIGHT AHEAD
 NQ0564'AND DIM TRACKS GO RIGHT.  TURN RIGHT ON DIM TRACKS AND GO
 NQ0564'APPROXIMATELY 200 YARDS TO THE END OF AN IRRIGATION
 NQ0564'DITCH.  TURN RIGHT ON DIM TRACKS AND FOLLOW TRACKS UP
 NQ0564'RIDGE FOR 0.35 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE UP
 NQ0564'RIDGE TO TOP OF HILL AT A LONE CEDAR TREE AND STATION,
 NQ0564'APPROXIMATELY 0.35 MILE.  A DRIVE STATION WITH FOUR
 NQ0564'WHEEL DRIVE VEHICLE, OTHERWISE A 5-MINUTE PACK.
 NQ0564
 NQ0564                          STATION RECOVERY (1969)
 NQ0564
 NQ0564'RECOVERY NOTE BY US AIR FORCE 1969
 NQ0564'STATION, ALL THREE REFERENCE MARKS, AND AZIMUTH MARK WERE
 NQ0564'FOUND IN GOOD CONDITION.
 NQ0564'
 NQ0564'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NQ0564'
 NQ0564'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87/20
 NQ0564'AND STATE HIGHWAY 59 IN DOUGLAS, WYO., GO SOUTH ON U.S. HIGHWAY
 NQ0564'87/20 FOR 0.7 MILE.  LEAVE THE HIGHWAY, AND CONTINUE STRAIGHT
 NQ0564'AHEAD (SOUTH) ON SECONDARY PAVED ROAD FOR 0.6 MILE TO PAVED
 NQ0564'ROAD RIGHT AND RAILROAD CROSSING.  CROSS RAILROAD TRACKS,
 NQ0564'AND TURN LEFT (SOUTH) ON GRAVELED ROAD FOR 1.0 MILE TO A
 NQ0564'FORK.  TAKE LEFT FORK FOR 2.7 MILES TO THE TOP OF A SMALL
 NQ0564'KNOLL, AND IRON GATE ON THE RIGHT IN A NORTH-SOUTH FENCELINE.
 NQ0564'ENTER GATE (WEST), AND FOLLOW DIRT ROAD FOR 0.4 MILE TO A
 NQ0564'DIRT ROAD LEFT.  TURN LEFT (SOUTH) FOR 0.3 MILES TO A
 NQ0564'WINDMILL ON THE LEFT AND A HOUSE ON THE RIGHT.  CONTINUE
 NQ0564'STRAIGHT FOR 0.1 MILE TO A FENCE AND A RIGHT-LEFT
 NQ0564'ZIG-ZAG THROUGH A GATE, AND FOLLOW TRACK ROAD FOR 0.6
 NQ0564'MILE TO A GATE AND DIM TRACK ROAD LEFT.  TURN LEFT ON
 NQ0564'THE DIM TRACK ROAD FOR 0.4 MILE THROUGH TWO DRAWS TO A
 NQ0564'POND AND WINDMILL ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 NQ0564'FOR 0.2 MILE TO A DIM FORK.  TAKE RIGHT FORK FOR 0.5 MILE,
 NQ0564'UP THE RIDGE, TO THE AZIMUTH MARK ON THE RIGHT SIDE OF
 NQ0564'THE ROAD.  GO WEST FOR 0.35 MILE, LEAVE VEHICLE, AND PACK
 NQ0564'0.1 MILE TO TOP OF RIDGE AND THE STATION.
 NQ0564'
 NQ0564'NOTE--INQUIRE AT HOUSE WITH WINDMILL FOR PERMISSION TO GO
 NQ0564'ON OWNERS PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0480 ***********************************************************************
 PX0480  DESIGNATION -  CHAPMAN
 PX0480  PID         -  PX0480
 PX0480  STATE/COUNTY-  WY/PARK
 PX0480  USGS QUAD   -  CHAPMAN BENCH (1987)
 PX0480
 PX0480                         *CURRENT SURVEY CONTROL
 PX0480  ___________________________________________________________________
 PX0480* NAD 83(1993)-  44 49 44.29386(N)    109 08 11.68299(W)     ADJUSTED  
 PX0480* NAVD 88     -      1377.5    (meters)    4519.     (feet)  VERTCON   
 PX0480  ___________________________________________________________________
 PX0480  LAPLACE CORR-         -16.48  (seconds)                    DEFLEC99
 PX0480  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 PX0480
 PX0480  HORZ ORDER  -  THIRD
 PX0480
 PX0480.The horizontal coordinates were established by classical geodetic methods
 PX0480.and adjusted by the National Geodetic Survey in January 1997..
 PX0480
 PX0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0480
 PX0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0480
 PX0480.The geoid height was determined by GEOID03.
 PX0480
 PX0480;                    North         East     Units Scale Factor Converg.
 PX0480;SPC WYWC     -   480,931.750   569,430.866   MT  0.99994899   -0 16 21.1
 PX0480;UTM  12      - 4,965,640.482   647,302.572   MT  0.99986682   +1 18 50.2
 PX0480
 PX0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0480!SPC WYWC     -   0.99978596  x   0.99994899  =   0.99973496
 PX0480!UTM  12      -   0.99978596  x   0.99986682  =   0.99965281
 PX0480
 PX0480:                Primary Azimuth Mark                     Grid Az
 PX0480:SPC WYWC     -  RIM                                      153 47 16.2
 PX0480:UTM  12      -  RIM                                      152 12 04.9
 PX0480
 PX0480|---------------------------------------------------------------------|
 PX0480| PID    Reference Object                     Distance      Geod. Az  |
 PX0480|                                                           dddmmss.s |
 PX0480| PX0497 RIM                                 APPROX. 9.4 KM 1533055.1 |
 PX0480|---------------------------------------------------------------------|
 PX0480
 PX0480                          SUPERSEDED SURVEY CONTROL
 PX0480
 PX0480  NAD 83(1986)-  44 49 44.27982(N)    109 08 11.65823(W) AD(       ) 3
 PX0480  NGVD 29 (09/11/89) 1376.4    (m)         4516.     (f) VERT ANG       
 PX0480
 PX0480.Superseded values are not recommended for survey control.
 PX0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0480.See file dsdata.txt to determine how the superseded data were derived.
 PX0480
 PX0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4730365640(NAD 83)
 PX0480_MARKER: DS = TRIANGULATION STATION DISK
 PX0480_SETTING: 0 = UNSPECIFIED SETTING
 PX0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0480
 PX0480  HISTORY     - Date     Condition        Report By
 PX0480  HISTORY     - 1947     MONUMENTED       USGS
 PX0480
 PX0480                          STATION DESCRIPTION
 PX0480
 PX0480'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0480'LOCATED IN THE NW. 1/4 OF SEC. 15, T.56 N., R.102 W. ABOUT 725 FT. E.
 PX0480'OF THE W. LINE AND 1200 FT. N. OF THE S. LINE OF THE SEC., ON THE TOP
 PX0480'OF THE NE. OF TWO SMALL SANDSTONE HILLS NEAR THE N. END OF CHAPMAN
 PX0480'BENCH.
 PX0480'
 PX0480'TO REACH STATION FROM LINDQUIST BROTHERS STORE AT CLARK, WYOMING,
 PX0480'FOLLOW MAIN RD. TOWARD CODY, TO RD. INTERSECTION AND FENCE CORNER 2.2
 PX0480'MI. SE. OF BRIDGE ACROSS CLARKS FORK OF THE YELLOWSTONE RIVER.  TAKE
 PX0480'LEFT FORK E. 0.5 MI. TO DIM RD. FORK S. FOLLOW DIM RD. S. AND E. 0.2
 PX0480'MI. TO SMALL SADDLE BETWEEN TWO HILLS, LEAVE RD. IN SADDLE AND GO NE
 PX0480'550 FT. TO TOP OF SANDSTONE CAPPED HILL AND STATION.
 PX0480'
 PX0480'STATION MARK - STANDARD TABLET STAMPED---CHAPMAN--- CEMENTED IN
 PX0480'SANDSTONE OUTCROP.
 PX0480'
 PX0480'REFERENCE MARK NO.1 - NAIL CEMENTED IN DRILL HOLE 34.01 FT. S.71 15W.
 PX0480'(MAG) FROM STATION N 71 DEGREES 15 MINUTES, NE.
 PX0480'S.
 PX0480'(NOTE-UNABLE TO OBTAIN TRUE AZIMUTH).
 PX0480'
 PX0480'REFERENCE MARK NO.2 - NAIL CEMENTED IN DRILL HOLE 21.76 FT. N.13
 PX0480'40 E.(MAG) FROM STATION N 13 DEGREES 40 MINUTES NE.
 PX0480'(NOTE-UNABLE TO OBTAIN TRUE AZIMUTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1283 ***********************************************************************
 MO1283  DESIGNATION -  CHAPPEL
 MO1283  PID         -  MO1283
 MO1283  STATE/COUNTY-  WY/ALBANY
 MO1283  USGS QUAD   -  ALSOP LAKE (1978)
 MO1283
 MO1283                         *CURRENT SURVEY CONTROL
 MO1283  ___________________________________________________________________
 MO1283* NAD 83(1993)-  41 26 20.21338(N)    105 47 21.54901(W)     ADJUSTED  
 MO1283* NAVD 88     -      2185.8    (meters)    7171.     (feet)  VERTCON   
 MO1283  ___________________________________________________________________
 MO1283  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 MO1283  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 MO1283
 MO1283  HORZ ORDER  -  SECOND
 MO1283
 MO1283.The horizontal coordinates were established by classical geodetic methods
 MO1283.and adjusted by the National Geodetic Survey in January 1997..
 MO1283
 MO1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1283
 MO1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1283
 MO1283.The geoid height was determined by GEOID03.
 MO1283
 MO1283;                    North         East     Units Scale Factor Converg.
 MO1283;SPC WY E     -   104,453.922   147,965.228   MT  0.99997081   -0 24 43.5
 MO1283;UTM  13      - 4,587,786.949   434,059.139   MT  0.99965351   -0 31 20.7
 MO1283
 MO1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1283!SPC WY E     -   0.99965908  x   0.99997081  =   0.99962990
 MO1283!UTM  13      -   0.99965908  x   0.99965351  =   0.99931271
 MO1283
 MO1283|---------------------------------------------------------------------|
 MO1283| PID    Reference Object                     Distance      Geod. Az  |
 MO1283|                                                           dddmmss.s |
 MO1283| CP9001 CHAPPEL RM 2                         12.750 METERS 00849     |
 MO1283| MO1284 34                                   10.726 METERS 17214     |
 MO1283| CP9445 35                                                 1794817.2 |
 MO1283|---------------------------------------------------------------------|
 MO1283
 MO1283                          SUPERSEDED SURVEY CONTROL
 MO1283
 MO1283  NAD 83(1986)-  41 26 20.19902(N)    105 47 21.55075(W) AD(       ) 2
 MO1283  NAD 27      -  41 26 20.29200(N)    105 47 19.56800(W) AD(       ) 2
 MO1283  NGVD 29 (07/19/86) 2184.7    (m)         7168.     (f) VERT ANG       
 MO1283
 MO1283.Superseded values are not recommended for survey control.
 MO1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1283.See file dsdata.txt to determine how the superseded data were derived.
 MO1283
 MO1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF3405987787(NAD 83)
 MO1283_MARKER: DS = TRIANGULATION STATION DISK
 MO1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1283
 MO1283  HISTORY     - Date     Condition        Report By
 MO1283  HISTORY     - 1948     MONUMENTED       CGS
 MO1283  HISTORY     - 1954     GOOD             FAS
 MO1283
 MO1283                          STATION DESCRIPTION
 MO1283
 MO1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1283'THE STATION IS LOCATED ABOUT 17 MILES AIR LINE NORTHWEST OF
 MO1283'LARAMIE ON THE SUMMIT OF A SMALL BLUFF THAT SLOPES SHARPLY TO
 MO1283'THE SOUTH.  THE STATION MARK PROJECTS 4 INCHES, IS SET 100
 MO1283'FEET SOUTH OF A FENCE CORNER, 6 FEET WEST OF A FENCE, 6 FEET
 MO1283'NORTHWEST OF A WHITE WITNESS POST AND IS STAMPED CHAPPEL 1948.
 MO1283'
 MO1283'REFERENCE MARK NO. 1 IS A U.S.C. AND G.S. AND STATE SURVEY
 MO1283'MARK SET IN THE TOP OF A 7-INCH SQUARE CONCRETE POST THAT
 MO1283'PROJECTS 1 FOOT, IS SET 18 INCHES WEST OF A FENCE AT THE SAME
 MO1283'ELEVATION AS THE STATION MARK.  IT IS STAMPED, 34.
 MO1283'
 MO1283'REFERENCE MARK NO. 2 IS SET FLUSH 2 FEET WEST OF A FENCE AT THE
 MO1283'SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED, CHAPPEL
 MO1283'NO 2 1948.
 MO1283'
 MO1283'THE AZIMUTH MARK IS A U.S.C. AND G.S. AND STATE SURVEY MARK
 MO1283'SET IN THE TOP OF A 7-INCH SQUARE CONCRETE POST THAT PROJECTS
 MO1283'1 FOOT, IS SET 36 PACES WEST OF THE CENTERLINE OF ROAD, 6
 MO1283'FEET NORTH OF A WHITE WITNESS POST AND 2 FEET EAST OF A FENCE.
 MO1283'IT IS STAMPED 35.
 MO1283'
 MO1283'TO REACH THE STATION FROM LARAMIE, GO WEST ON STATE HIGHWAY
 MO1283'130, 4.5 MILES TO THE AIRPORT.  CONTINUE 2.2 MILES TO A
 MO1283'ROAD RIGHT.  TURN RIGHT, GO NORTH 6.4 MILES TO POINT WHERE
 MO1283'THE MAIN ROAD TURNS LEFT AND A DIM ROAD CONTINUES STRAIGHT
 MO1283'AHEAD.  CONTINUE STRAIGHT AHEAD NORTH 1.0 MILE TO THE AZIMUTH
 MO1283'MARK ON LEFT.  CONTINUE 2.0 MILES TO A FORK AT TOP OF RIDGE.
 MO1283'TURN RIGHT, GO EAST 0.05 MILE TO FENCE LINE AND STATION.
 MO1283'A DRIVE STATION.
 MO1283
 MO1283                          STATION RECOVERY (1954)
 MO1283
 MO1283'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 MO1283'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0635 ***********************************************************************
 MP0635  DESIGNATION -  CHECK ET
 MP0635  PID         -  MP0635
 MP0635  STATE/COUNTY-  WY/CARBON
 MP0635  USGS QUAD   -  JACK CREEK RESERVOIR (1961)
 MP0635
 MP0635                         *CURRENT SURVEY CONTROL
 MP0635  ___________________________________________________________________
 MP0635* NAD 83(1993)-  41 24 38.15023(N)    107 06 41.50808(W)     ADJUSTED  
 MP0635* NAVD 88     -      2443.9    (meters)    8018.     (feet)  VERTCON   
 MP0635  ___________________________________________________________________
 MP0635  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 MP0635  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 MP0635
 MP0635  HORZ ORDER  -  THIRD
 MP0635
 MP0635.The horizontal coordinates were established by classical geodetic methods
 MP0635.and adjusted by the National Geodetic Survey in January 1997..
 MP0635
 MP0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0635
 MP0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0635
 MP0635.The geoid height was determined by GEOID03.
 MP0635
 MP0635;                    North         East     Units Scale Factor Converg.
 MP0635;SPC WYEC     -   201,142.025   418,544.021   MT  0.99994173   +0 08 48.2
 MP0635;UTM  13      - 4,586,490.409   323,518.626   MT  0.99998331   -1 23 49.3
 MP0635
 MP0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0635!SPC WYEC     -   0.99961871  x   0.99994173  =   0.99956046
 MP0635!UTM  13      -   0.99961871  x   0.99998331  =   0.99960203
 MP0635
 MP0635:                Primary Azimuth Mark                     Grid Az
 MP0635:SPC WYEC     -  FLINT                                    208 04 22.5
 MP0635:UTM  13      -  FLINT                                    209 37 00.0
 MP0635
 MP0635|---------------------------------------------------------------------|
 MP0635| PID    Reference Object                     Distance      Geod. Az  |
 MP0635|                                                           dddmmss.s |
 MP0635| MP0641 FLINT                               APPROX. 3.6 KM 2081310.7 |
 MP0635|---------------------------------------------------------------------|
 MP0635
 MP0635                          SUPERSEDED SURVEY CONTROL
 MP0635
 MP0635  NAD 83(1986)-  41 24 38.14091(N)    107 06 41.49989(W) AD(       ) 3
 MP0635  NAD 27      -  41 24 38.28039(N)    107 06 39.31586(W) AD(       ) 3
 MP0635  NGVD 29 (07/19/86) 2442.7    (m)         8014.     (f) VERT ANG       
 MP0635
 MP0635.Superseded values are not recommended for survey control.
 MP0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0635.See file dsdata.txt to determine how the superseded data were derived.
 MP0635
 MP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF2351986490(NAD 83)
 MP0635
 MP0635  HISTORY     - Date     Condition        Report By
 MP0635  HISTORY     - UNK      MONUMENTED
 MP0635  HISTORY     - 1959     GOOD             USGS
 MP0635
 MP0635                          STATION DESCRIPTION
 MP0635
 MP0635'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0635'LOCATED ABOUT 5.0 MI. (AIRLINE) W. OF THE CONFLUENCE OF JACK CREEK
 MP0635'AND WILLOW CREEK, ABOUT 1.0 MI. (AIRLINE) N. OF THE N. FORK OF
 MP0635'WILLOW CREEK.  ON THE N. END AND HIGHEST PART OF A PROMINENT TOP.
 MP0635'
 MP0635'TO REACH FROM POST OFFICE AT SARATOGA, WYOMING, GO W. ON GRADED RD.
 MP0635'12.2 MI. TO A BRIDGE ABOUT 1.0 MI. S. OF THE CONFLUENCE OF JACK
 MP0635'CREEK AND WILLOW CREEK, CROSS OVER JACK CREEK AND GO 3.4 MI. TO A
 MP0635'Y-RD., TAKE RIGHT FORK 1.9 MI. TO A Y-RD., TAKE RIGHT FORK 0.3 MI.
 MP0635'TO A Y-RD., TAKE LEFT FORK 0.7 MI. TO A GATE, PASS THRU GATE AND
 MP0635'BACK LEFT ON TRACK RD. 1.2 MI., LEAVE TRACK RD. AND GO CROSS
 MP0635'COUNTRY LEFT TO N. END AND HIGHEST PART OF MOUNTAIN AND STATION
 MP0635'SITE.
 MP0635'
 MP0635'RECOVERED.
 MP0635'
 MP0635'STATION MARK--STANDARD TABLET, STAMPED ---CHECK ET-VABM 1959---,
 MP0635'CEMENTED IN SOLID ROCK OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0693 ***********************************************************************
 MP0693  DESIGNATION -  CHEROKEE 2
 MP0693  PID         -  MP0693
 MP0693  STATE/COUNTY-  WY/CARBON
 MP0693  USGS QUAD   -  GUNST RESERVOIR (1983)
 MP0693
 MP0693                         *CURRENT SURVEY CONTROL
 MP0693  ___________________________________________________________________
 MP0693* NAD 83(1986)-  41 13 05.     (N)    106 41 12.     (W)     SCALED    
 MP0693* NAVD 88     -      2240.04   (+/-2cm)    7349.2    (feet)  VERTCON   
 MP0693  ___________________________________________________________________
 MP0693  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 MP0693
 MP0693  VERT ORDER  -  THIRD (See Below)
 MP0693
 MP0693.The horizontal coordinates were scaled from a topographic map and have
 MP0693.an estimated accuracy of +/- 6 seconds.
 MP0693
 MP0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0693.The vertical order pertains to the NGVD 29 superseded value.
 MP0693
 MP0693.The geoid height was determined by GEOID03.
 MP0693
 MP0693;                    North         East    Units  Estimated Accuracy
 MP0693;SPC WYEC     -   179,940.      454,220.      MT  (+/- 180 meters Scaled)
 MP0693
 MP0693                          SUPERSEDED SURVEY CONTROL
 MP0693
 MP0693  NGVD 29 (03/28/06) 2238.80   (m)         7345.1    (f) RESET       3  
 MP0693
 MP0693.Superseded values are not recommended for survey control.
 MP0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0693.See file dsdata.txt to determine how the superseded data were derived.
 MP0693
 MP0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF586643(NAD 83)
 MP0693_MARKER: DS = TRIANGULATION STATION DISK
 MP0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0693_SP_SET: CONCRETE POST
 MP0693_STAMPING: CHEROKEE 2 1983
 MP0693_MARK LOGO: NGS   
 MP0693_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0693+STABILITY: SURFACE MOTION
 MP0693
 MP0693  HISTORY     - Date     Condition        Report By
 MP0693  HISTORY     - 1983     MONUMENTED       NGS
 MP0693  HISTORY     - 19831019 GOOD             NGS
 MP0693
 MP0693                          STATION DESCRIPTION
 MP0693
 MP0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0693'FROM THE POST OFFICE IN ENCAMPMENT, GO NORTH ON STATE HIGHWAY 70 FOR
 MP0693'1.5 KM (0.9 MI) TO THE JUNCTION OF STATE HIGHWAY 70 AND 230.  TURN
 MP0693'RIGHT, EAST, ON HIGHWAY 230 FOR 9.8 KM (6.1 MI) TO THE TOP OF THE
 MP0693'RISE AND THE MARK ON THE RIGHT.  IT IS 27.0 METERS SOUTH FROM THE
 MP0693'CENTERLINE OF THE HIGHWAY, 4.3 KM (2.7 MI) EAST-NORTHEAST FROM THE
 MP0693'UTILITY POLE WITH A BRACE POLE, 1.4 KM (0.9 MI) EAST FROM A METAL
 MP0693'WITNESS POST, AND 1.2 METERS NORTH FROM THE RIGHT-OF-WAY FENCE.
 MP0693
 MP0693                          STATION RECOVERY (1983)
 MP0693
 MP0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MP0693'STATION MARK WAS RECOVERED IN GOOD CONDITION AND ON A PILLAR LEFT
 MP0693'DURING ROAD CONSTRUCTION.  THE REFERENCE MARKS 1 AND 2 WERE DESTROYED
 MP0693'AS WAS THE AZIMUTH MARK.  A STATION MARK 2, REFERENCE MARKS 3 AND 4,
 MP0693'AND AZIMUTH MARK WERE SET AT THIS TIME IN A SAFE PLACE AWAY FROM
 MP0693'CONSTRUCTION.  THE ANGLES FROM THE STATION MARK CHECKED COMPUTED
 MP0693'VALUES AND A CHECK WAS MADE ON THE UNDERGROUND MARK WHICH WAS WITHIN
 MP0693'THE TRIANGLE OF THE SURFACE MARK.  THE DISTANCES AND INTERIOR ANGLES
 MP0693'CHECKED WITHIN LIMITS.  THE AZIMUTH MARK WAS POSITIONED FROM THE OLD
 MP0693'STATION MARK.  THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) EAST OF
 MP0693'ENCAMPMENT, 7.7 KM (4.80 MI) EAST OF RIVERSIDE, ALONG STATE HIGHWAY
 MP0693'230, ON THE TOP OF A RISE.  OWNERSHIP- THE STATION MARK IS ON STATE
 MP0693'HIGHWAY RIGHT OF WAY.  CONTACT DAVID L MULLEN, RESIDENT ENGINEER,
 MP0693'WYOMING HIGHWAY DEPARTMENT, PO BOX 1040, RAWLINS, WYOMING 82301,
 MP0693'TELEPHONE 307-324-2249.  TO REACH THE STATION FROM THE POST OFFICE IN
 MP0693'ENCAMPMENT, WYOMING, GO NORTH ON STATE HIGHWAY 70 FOR 1.5 KM (0.95 MI)
 MP0693'TO THE JUNCTION OF STATE HIGHWAY 70 AND 230.  TURN RIGHT, EAST ON
 MP0693'HIGHWAY 230 FOR 7.6 KM (4.70 MI) TO A CROSSROAD AND A SIGN- CHEROKEE
 MP0693'RANCH-.  CONTINUE AHEAD EAST ON HIGHWAY FOR 2.2 KM (1.35 MI) TO THE
 MP0693'TOP OF A RISE AND THE STATION ON THE RIGHT.
 MP0693' 
 MP0693'THE STATION IS A STANDARD NGS DISK STAMPED--CHEROKEE 2 1983--, SET
 MP0693'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 MP0693'DIAMETER FLUSH WITH GROUND LOCATED 88.5 FT (27.0 M) S FROM THE
 MP0693'CENTERLINE OF HIGHWAY, 14 FT (4.3 M) ENE FROM THE UTILITY POLE WITH A
 MP0693'BRACE POLE, 4 FT (1.2 M) N FROM THE RIGHT OF WAY FENCE, 4.5 FT (1.4 M)
 MP0693'W FROM A METAL WITNESS POST, AND 4.5 FT (1.4 M) E FROM A METAL WITNESS
 MP0693'POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--CHEROKEE 2
 MP0693'1983--, SET INTO AN IRREGULAR MASS OF CONCRETE 3.2 FT (1.0 M) BELOW
 MP0693'THE SURFACE.
 MP0693' 
 MP0693'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CHEROKEE 2 NO 3
 MP0693'1983-, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 MP0693'IN DIAMETER FLUSH WITH GROUND.  THE REFERENCE MARK IS IN THE FENCE
 MP0693'LINE.  IT IS LOCATED 93 FT (28.3 M) S FROM THE CENTER LINE OF HIGHWAY,
 MP0693'44.5 FT (13.6 M) E FROM A UTILITY POLE WITH A BRACE POLE, AND 27 FT
 MP0693'(8.2 M) ESE FROM A METAL WITNESS POST WITH SIGN.
 MP0693' 
 MP0693'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--CHEROKEE 2 NO 4
 MP0693'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 MP0693'CM) IN DIAMETER FLUSH WITH GROUND LOCATED 113 FT (34.4 M) S FROM THE
 MP0693'CENTER LINE OF THE HIGHWAY, 28 FT (8.5 M) SSW FROM A METAL WITNESS
 MP0693'POST WITH SIGN, 22.5 FT (6.9 M) S FROM A UTILITY POLE WITH BRACE POLE,
 MP0693'2 FT (0.6 M) WSW FROM THE BURIED END OF THE BRACE POLE, AND 1 FT (0.3
 MP0693'M) HIGHER THAN THE STATION.
 MP0693' 
 MP0693'AZIMUTH MARK NO 1 IS A STANDARD WYHD DISK STAMPED--CHEROKEE 2 1983 AZ
 MP0693'MK--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 6 INCHES (15 CM)
 MP0693'ON SIDE PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND LOCATED 90 FT
 MP0693'(27.4 M) S FROM THE CENTER LINE OF THE HIGHWAY, 69 FT (21.0 M) W FROM
 MP0693'A UTILITY POLE, 2 FT (0.6 M) S FROM A METAL WITNESS POST WITH SIGN,
 MP0693'AND 1.1 FT (0.3 M) S FROM A RIGHT OF WAY FENCE.  TO REACH THE AZIMUTH
 MP0693'MARK FROM THE STATION MARK, GO EAST ON STATE HIGHWAY 230 FOR 0.8 KM
 MP0693'(0.50 MI) TO THE AZIMUTH ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0694 ***********************************************************************
 MP0694  DESIGNATION -  CHEROKEE 2 RM 3
 MP0694  PID         -  MP0694
 MP0694  STATE/COUNTY-  WY/CARBON
 MP0694  USGS QUAD   -  GUNST RESERVOIR (1983)
 MP0694
 MP0694                         *CURRENT SURVEY CONTROL
 MP0694  ___________________________________________________________________
 MP0694* NAD 83(1986)-  41 13 06.     (N)    106 41 13.     (W)     SCALED    
 MP0694* NAVD 88     -      2240.05   (meters)    7349.2    (feet)  RESET     
 MP0694  ___________________________________________________________________
 MP0694  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 MP0694
 MP0694  VERT ORDER  -  THIRD
 MP0694
 MP0694.The horizontal coordinates were scaled from a topographic map and have
 MP0694.an estimated accuracy of +/- 6 seconds.
 MP0694
 MP0694.The orthometric height was computed from unverified reset data.
 MP0694
 MP0694.The geoid height was determined by GEOID03.
 MP0694
 MP0694;                    North         East    Units  Estimated Accuracy
 MP0694;SPC WYEC     -   179,970.      454,200.      MT  (+/- 180 meters Scaled)
 MP0694
 MP0694                          SUPERSEDED SURVEY CONTROL
 MP0694
 MP0694  NGVD 29 (03/28/06) 2239.03   (m)         7345.9    (f) RESET       3  
 MP0694
 MP0694.Superseded values are not recommended for survey control.
 MP0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0694.See file dsdata.txt to determine how the superseded data were derived.
 MP0694
 MP0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF585643(NAD 83)
 MP0694_MARKER: DR = REFERENCE MARK DISK
 MP0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0694_SP_SET: CONCRETE POST
 MP0694_STAMPING: CHEROKEE 2 NO 3 1983
 MP0694_MARK LOGO: NGS   
 MP0694_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0694+STABILITY: SURFACE MOTION
 MP0694
 MP0694  HISTORY     - Date     Condition        Report By
 MP0694  HISTORY     - 1983     MONUMENTED       NGS
 MP0694
 MP0694                          STATION DESCRIPTION
 MP0694
 MP0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0694'FROM THE POST OFFICE IN ENCAMPMENT, GO NORTH ON STATE HIGHWAY 70 FOR
 MP0694'1.5 KM (0.9 MI) TO THE JUNCTION OF STATE HIGHWAY 70 AND 230, TURN
 MP0694'RIGHT, EAST, ON HIGHWAY 230 FOR 9.8 KM (6.1 MI) TO THE TOP OF THE
 MP0694'RISE AND THE MARK ON THE RIGHT.  IT IS 28.3 METERS SOUTH FROM THE
 MP0694'CENTERLINE OF THE HIGHWAY, 13.6 METERS EAST FROM A UTILITY POLE WITH A
 MP0694'BRACE POLE, AND IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0695 ***********************************************************************
 MP0695  DESIGNATION -  CHEROKEE 2 RM 4
 MP0695  PID         -  MP0695
 MP0695  STATE/COUNTY-  WY/CARBON
 MP0695  USGS QUAD   -  GUNST RESERVOIR (1983)
 MP0695
 MP0695                         *CURRENT SURVEY CONTROL
 MP0695  ___________________________________________________________________
 MP0695* NAD 83(1986)-  41 13 06.     (N)    106 41 13.     (W)     SCALED    
 MP0695* NAVD 88     -      2240.50   (meters)    7350.7    (feet)  RESET     
 MP0695  ___________________________________________________________________
 MP0695  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 MP0695
 MP0695  VERT ORDER  -  THIRD
 MP0695
 MP0695.The horizontal coordinates were scaled from a topographic map and have
 MP0695.an estimated accuracy of +/- 6 seconds.
 MP0695
 MP0695.The orthometric height was computed from unverified reset data.
 MP0695
 MP0695.The geoid height was determined by GEOID03.
 MP0695
 MP0695;                    North         East    Units  Estimated Accuracy
 MP0695;SPC WYEC     -   179,970.      454,200.      MT  (+/- 180 meters Scaled)
 MP0695
 MP0695                          SUPERSEDED SURVEY CONTROL
 MP0695
 MP0695  NGVD 29 (03/28/06) 2239.25   (m)         7346.6    (f) RESET       3  
 MP0695
 MP0695.Superseded values are not recommended for survey control.
 MP0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0695.See file dsdata.txt to determine how the superseded data were derived.
 MP0695
 MP0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF585643(NAD 83)
 MP0695_MARKER: DR = REFERENCE MARK DISK
 MP0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0695_SP_SET: CONCRETE POST
 MP0695_STAMPING: CHEROKEE 2 NO 4 1983
 MP0695_MARK LOGO: NGS   
 MP0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0695+STABILITY: SURFACE MOTION
 MP0695
 MP0695  HISTORY     - Date     Condition        Report By
 MP0695  HISTORY     - 1983     MONUMENTED       NGS
 MP0695
 MP0695                          STATION DESCRIPTION
 MP0695
 MP0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0695'FROM THE POST OFFICE IN ENCAMPMENT, GO NORTH ON STATE HIGHWAY 70 FOR
 MP0695'1.5 KM (0.9 MI) TO THE JUNCTIONS OF STATE HIGHWAY 70 AND 230, TURN
 MP0695'RIGHT, EAST, ON HIGHWAY 230 FOR 9.8 KM (6.1 MI) TO THE TOP OF THE
 MP0695'RISE AND THE MARK ON THE RIGHT.  IT IS 34.4 METERS SOUTH FROM THE
 MP0695'CENTERLINE OF THE HIGHWAY, 6.9 METERS SOUTH FROM A UTILITY POLE WITH
 MP0695'BRACE POLE, AND 0.6 METERS WEST-SOUTHWEST FROM THE BURIED END OF THE
 MP0695'BRACE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0631 ***********************************************************************
 MP0631  DESIGNATION -  CHEROKEE CAIRN
 MP0631  PID         -  MP0631
 MP0631  STATE/COUNTY-  WY/CARBON
 MP0631  USGS QUAD   -  RAWLINS PEAK (1983)
 MP0631
 MP0631                         *CURRENT SURVEY CONTROL
 MP0631  ___________________________________________________________________
 MP0631* NAD 83(1993)-  41 49 05.12953(N)    107 19 30.17989(W)     ADJUSTED  
 MP0631* NAVD 88     -                                                        
 MP0631  ___________________________________________________________________
 MP0631  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 MP0631  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 MP0631
 MP0631  HORZ ORDER  -  THIRD
 MP0631
 MP0631.The horizontal coordinates were established by classical geodetic methods
 MP0631.and adjusted by the National Geodetic Survey in January 1997..
 MP0631
 MP0631
 MP0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0631
 MP0631.The geoid height was determined by GEOID03.
 MP0631
 MP0631;                    North         East     Units Scale Factor Converg.
 MP0631;SPC WYEC     -   246,374.163   400,688.191   MT  0.99993751   +0 00 19.9
 MP0631;UTM  13      - 4,632,192.716   306,891.481   MT  1.00005890   -1 33 02.7
 MP0631
 MP0631                          SUPERSEDED SURVEY CONTROL
 MP0631
 MP0631  NAD 83(1986)-  41 49 05.12008(N)    107 19 30.17434(W) AD(       ) 4
 MP0631  NAD 27      -  41 49 05.27000(N)    107 19 27.98000(W) AD(       ) 3
 MP0631
 MP0631.Superseded values are not recommended for survey control.
 MP0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0631.See file dsdata.txt to determine how the superseded data were derived.
 MP0631
 MP0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG0689132193(NAD 83)
 MP0631_MARKER: 72 = CAIRN
 MP0631
 MP0631  HISTORY     - Date     Condition        Report By
 MP0631  HISTORY     - 1933     FIRST OBSERVED   USGS
 MP0631
 MP0631                          STATION DESCRIPTION
 MP0631
 MP0631'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0632 ***********************************************************************
 MP0632  DESIGNATION -  CHEROKEE RESET
 MP0632  PID         -  MP0632
 MP0632  STATE/COUNTY-  WY/CARBON
 MP0632  USGS QUAD   -  RAWLINS PEAK (1983)
 MP0632
 MP0632                         *CURRENT SURVEY CONTROL
 MP0632  ___________________________________________________________________
 MP0632* NAD 83(1993)-  41 48 55.78489(N)    107 19 33.98113(W)     ADJUSTED  
 MP0632* NAVD 88     -      2389.7    (meters)    7840.     (feet)  VERTCON   
 MP0632  ___________________________________________________________________
 MP0632  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 MP0632  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 MP0632
 MP0632  HORZ ORDER  -  THIRD
 MP0632
 MP0632.The horizontal coordinates were established by classical geodetic methods
 MP0632.and adjusted by the National Geodetic Survey in January 1997..
 MP0632
 MP0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0632
 MP0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0632
 MP0632.The geoid height was determined by GEOID03.
 MP0632
 MP0632;                    North         East     Units Scale Factor Converg.
 MP0632;SPC WYEC     -   246,085.866   400,600.490   MT  0.99993750   +0 00 17.3
 MP0632;UTM  13      - 4,631,906.872   306,795.971   MT  1.00005935   -1 33 04.9
 MP0632
 MP0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0632!SPC WYEC     -   0.99962748  x   0.99993750  =   0.99956500
 MP0632!UTM  13      -   0.99962748  x   1.00005935  =   0.99968681
 MP0632
 MP0632:                Primary Azimuth Mark                     Grid Az
 MP0632:SPC WYEC     -  RAWLINS                                  124 26 13.4
 MP0632:UTM  13      -  RAWLINS                                  125 59 35.6
 MP0632
 MP0632|---------------------------------------------------------------------|
 MP0632| PID    Reference Object                     Distance      Geod. Az  |
 MP0632|                                                           dddmmss.s |
 MP0632| MP0613 RAWLINS                             APPROX. 8.7 KM 1242630.7 |
 MP0632|---------------------------------------------------------------------|
 MP0632
 MP0632                          SUPERSEDED SURVEY CONTROL
 MP0632
 MP0632  NAD 83(1986)-  41 48 55.77206(N)    107 19 33.97115(W) AD(       ) 3
 MP0632  NAD 27      -  41 48 55.92577(N)    107 19 31.77837(W) AD(       ) 3
 MP0632  NGVD 29 (07/19/86) 2388.5    (m)         7836.     (f) VERT ANG       
 MP0632
 MP0632.Superseded values are not recommended for survey control.
 MP0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0632.See file dsdata.txt to determine how the superseded data were derived.
 MP0632
 MP0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG0679631907(NAD 83)
 MP0632_MARKER: DD = SURVEY DISK
 MP0632_SETTING: 66 = SET IN ROCK OUTCROP
 MP0632_SP_SET: SET IN A ROCK LEDGE
 MP0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0632+STABILITY: POSITION/ELEVATION WELL
 MP0632
 MP0632  HISTORY     - Date     Condition        Report By
 MP0632  HISTORY     - 1951     MONUMENTED       USGS
 MP0632  HISTORY     - 1955     GOOD             USGS
 MP0632
 MP0632                          STATION DESCRIPTION
 MP0632
 MP0632'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (KBM)
 MP0632'STATION LOCATED ABOUT 4.5 MILES WEST AND 2 MILES NORTH OF RAWLINS,
 MP0632'WYOMING, ON THE EXTREME NORTHWEST END OF CHEROKEE MOUNTAIN.
 MP0632'
 MP0632'TO REACH FROM THE POST OFFICE IN RAWLINS, PROCEED WESTERLY ALONG U.S.
 MP0632'HWY. 30 3.2 MI., THENCE RIGHT ALONG BLADED ROAD 0.1 MI. TO FORKS.
 MP0632'THENCE RIGHT, N. 1.0 MI. TO FORKS, THENCE LEFT UP DRAIN AND ALONG S.
 MP0632'SLOPE 0.4 MI. TO TOP OF RIDGE, THENCE RIGHT FOLLOWING RIDGE KEEPING TO
 MP0632'N. OF FIRST TOP WITH ROCK CAIRN, CONTINUING NW. ALONG DIM TRAIL RD.
 MP0632'1.7 MI. TO END OF TRUCK TRAVEL.  STATION LIES ABOUT 1,500 FT. ON
 MP0632'HIGHEST POINT OF QUARTZITE PINNACLE.
 MP0632'
 MP0632'STATION MARK - STANDARD TABLET SET IN LEDGE ROCK AND STAMPED
 MP0632'---CHEROKEE 1951---.
 MP0632'
 MP0632'REFERENCE MARK NO. 1 - STANDARD REFERENCE TABLET SET IN LEDGE ROCK AND
 MP0632'STAMPED ---CHEROKEE 1951 NO.1--- DISTANCE 13.80 FT.,
 MP0632'N 64 DEG 21 MIN E, FROM STATION.
 MP0632'
 MP0632'REFERENCE MARK NO. 2 -STANDARD REFERENCE TABLET SET IN LEDGE ROCK AND
 MP0632'STAMPED --- CHEROKEE 1951 NO.2 ---.  DISTANCE 46.70 FT.,
 MP0632'S 39 DEG 36 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0492 ***********************************************************************
 NQ0492  DESIGNATION -  CHERRY
 NQ0492  PID         -  NQ0492
 NQ0492  STATE/COUNTY-  WY/PLATTE
 NQ0492  USGS QUAD   -  EAGLES NEST (1990)
 NQ0492
 NQ0492                         *CURRENT SURVEY CONTROL
 NQ0492  ___________________________________________________________________
 NQ0492* NAD 83(1993)-  42 02 35.42649(N)    104 41 47.21595(W)     ADJUSTED  
 NQ0492* NAVD 88     -      1647.     (meters)    5404.     (feet)  SCALED    
 NQ0492  ___________________________________________________________________
 NQ0492  LAPLACE CORR-         -10.38  (seconds)                    DEFLEC99
 NQ0492  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 NQ0492
 NQ0492  HORZ ORDER  -  SECOND
 NQ0492
 NQ0492.The horizontal coordinates were established by classical geodetic methods
 NQ0492.and adjusted by the National Geodetic Survey in January 1997..
 NQ0492
 NQ0492.The orthometric height was scaled from a topographic map.
 NQ0492
 NQ0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0492
 NQ0492.The geoid height was determined by GEOID03.
 NQ0492
 NQ0492;                    North         East     Units Scale Factor Converg.
 NQ0492;SPC WY E     -   171,479.895   238,929.170   MT  0.99995614   +0 18 53.7
 NQ0492;UTM  13      - 4,654,614.373   525,122.394   MT  0.99960777   +0 12 11.8
 NQ0492
 NQ0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0492!SPC WY E     -   0.99974419  x   0.99995614  =   0.99970034
 NQ0492!UTM  13      -   0.99974419  x   0.99960777  =   0.99935206
 NQ0492
 NQ0492:                Primary Azimuth Mark                     Grid Az
 NQ0492:SPC WY E     -  CHERRY AZ MK                             010 13 45.5
 NQ0492:UTM  13      -  CHERRY AZ MK                             010 20 27.4
 NQ0492
 NQ0492|---------------------------------------------------------------------|
 NQ0492| PID    Reference Object                     Distance      Geod. Az  |
 NQ0492|                                                           dddmmss.s |
 NQ0492| CP9005 CHERRY AZ MK                                       0103239.2 |
 NQ0492| NQ0493 CHERRY                                2.537 METERS 03550     |
 NQ0492| CP9008 CHERRY RM 1                          19.208 METERS 04000     |
 NQ0492| CP9006 CHERRY RM 1                          17.925 METERS 04019     |
 NQ0492| CP9007 CHERRY RM 2                           9.098 METERS 06532     |
 NQ0492| NQ0491 ANTELOPE GAP FAA MICROWAVE MST      APPROX. 4.2 KM 2494201.1 |
 NQ0492|---------------------------------------------------------------------|
 NQ0492
 NQ0492                          SUPERSEDED SURVEY CONTROL
 NQ0492
 NQ0492  NAD 83(1986)-  42 02 35.40693(N)    104 41 47.21348(W) AD(       ) 2
 NQ0492  NAD 27      -  42 02 35.52070(N)    104 41 45.34210(W) AD(       ) 2
 NQ0492
 NQ0492.Superseded values are not recommended for survey control.
 NQ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0492.See file dsdata.txt to determine how the superseded data were derived.
 NQ0492
 NQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2512254614(NAD 83)
 NQ0492_MARKER: DS = TRIANGULATION STATION DISK
 NQ0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0492
 NQ0492  HISTORY     - Date     Condition        Report By
 NQ0492  HISTORY     - 1963     MONUMENTED       CGS
 NQ0492
 NQ0492                          STATION DESCRIPTION
 NQ0492
 NQ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0492'THE STATION IS LOCATED ABOUT 13-1/2 MILES EAST AND 1/2 MILE
 NQ0492'SOUTH OF WHEATLAND, ON THE HIGHEST POINT OF A PROMINENT HILL
 NQ0492'LOCALLY KNOWN AS CHERRY HILL, IN THE NE 1/4 OF SEC. 19 T24N
 NQ0492'R65W, ON PROPERTY OWNED BY MR. JIM VALENTINE.
 NQ0492'
 NQ0492'TO REACH THE STATION FROM THE POST OFFICE IN WHEATLAND, GO
 NQ0492'NORTH 1/2 BLOCK THENCE TURN RIGHT AND GO EAST ON A SURFACED
 NQ0492'ROAD FOR 11.7 MILES TO THE END OF THE PAVEMENT AT A CROSSROAD.
 NQ0492'CONTINUE AHEAD, EAST, ON A TRACK ROAD FOR 1.7 MILES TO A T-ROAD
 NQ0492'TO THE LEFT.  TURN LEFT AND GO NORTH ON A TRACK ROAD FOR 0.5
 NQ0492'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 NQ0492'NORTHERLY ON A TRACK ROAD FOR 0.4 MILE TO A T-ROAD TO THE
 NQ0492'RIGHT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 NQ0492'NORTH FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 NQ0492'AND GO NORTH, ACROSS COUNTRY, FOR 0.1 MILE TO A POWER
 NQ0492'POLE AND THE MARK.) TURN RIGHT AND GO EAST FOR 0.1 MILE
 NQ0492'TO TOP OF HILL AND THE STATION.
 NQ0492'
 NQ0492'THE STATION MARK, STAMPED CHERRY 1963, IS A STANDARD DISK
 NQ0492'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 NQ0492'PROJECTS 1 INCH.  IT IS 38 FEET SOUTHWEST OF THE SOUTHWEST
 NQ0492'CORNER OF A CONCRETE BLOCK BUILDING, 13 FEET SOUTH-SOUTHEAST
 NQ0492'OF A POWER POLE, AND 2.1 FEET NORTH OF A WITNESS POST.
 NQ0492'
 NQ0492'REFERENCE MARK NO. 1, STAMPED CHERRY NO 1 1963, IS A STANDARD
 NQ0492'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF
 NQ0492'THE NORTHWEST LEG OF A MICRO-WAVE TOWER.  IT IS 60.9 FEET
 NQ0492'NORTHEAST OF THE WITNESS POST AND 9 FEET NORTH-NORTHWEST OF
 NQ0492'THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING.
 NQ0492'
 NQ0492'CHERRY (USGS), STAMPED VABM 5389 CHERRY 1947, IS A STANDARD
 NQ0492'U.S. GEOLOGICAL SURVE Y DISK SET IN THE TOP OF AN 8-INCH
 NQ0492'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 30
 NQ0492'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 NQ0492'BUILDING AND 10.4 FEET NORTHEAST OF THE WITNESS POST.
 NQ0492'
 NQ0492'REFERENCE MARK NO. 1 (USGS), STAMPED CHERRY REF NO 1 1947, IS
 NQ0492'A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF AN
 NQ0492'8-INCH SQUARE, CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NQ0492'GROUND.  IT IS 65.0 FEET NORTHEAST OF THE WITNESS POST AND
 NQ0492'14 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 NQ0492'BLOCK BUILDING.
 NQ0492'
 NQ0492'REFERENCE MARK NO. 2 (USGS), STAMPED CHERRY REF NO 2 1947, IS
 NQ0492'A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF
 NQ0492'AN 8-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 NQ0492'IT IS 31.4 FEET NORTHEAST OF THE WITNESS POST AND 12 FEET
 NQ0492'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 NQ0492'BUILDING.
 NQ0492'
 NQ0492'THE AZIMUTH MARK, STAMPED CHERRY 1963, IS A STANDARD DISK
 NQ0492'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 NQ0492'PROJECTS 2 INCHES.  IT IS 2.3 FEET WEST-NORTHWEST OF A WITNESS
 NQ0492'POST AND 2 FEET WEST-SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0493 ***********************************************************************
 NQ0493  DESIGNATION -  CHERRY
 NQ0493  PID         -  NQ0493
 NQ0493  STATE/COUNTY-  WY/PLATTE
 NQ0493  USGS QUAD   -  EAGLES NEST (1990)
 NQ0493
 NQ0493                         *CURRENT SURVEY CONTROL
 NQ0493  ___________________________________________________________________
 NQ0493* NAD 83(1993)-  42 02 35.49315(N)    104 41 47.15137(W)     ADJUSTED  
 NQ0493* NAVD 88     -      1647.     (meters)    5404.     (feet)  SCALED    
 NQ0493  ___________________________________________________________________
 NQ0493  LAPLACE CORR-         -10.38  (seconds)                    DEFLEC99
 NQ0493  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 NQ0493
 NQ0493  HORZ ORDER  -  SECOND
 NQ0493
 NQ0493.The horizontal coordinates were established by classical geodetic methods
 NQ0493.and adjusted by the National Geodetic Survey in January 1997..
 NQ0493
 NQ0493.The orthometric height was scaled from a topographic map.
 NQ0493
 NQ0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0493
 NQ0493.The geoid height was determined by GEOID03.
 NQ0493
 NQ0493;                    North         East     Units Scale Factor Converg.
 NQ0493;SPC WY E     -   171,481.960   238,930.643   MT  0.99995614   +0 18 53.7
 NQ0493;UTM  13      - 4,654,616.434   525,123.871   MT  0.99960777   +0 12 11.9
 NQ0493
 NQ0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0493!SPC WY E     -   0.99974419  x   0.99995614  =   0.99970034
 NQ0493!UTM  13      -   0.99974419  x   0.99960777  =   0.99935206
 NQ0493
 NQ0493                          SUPERSEDED SURVEY CONTROL
 NQ0493
 NQ0493  NAD 83(1986)-  42 02 35.47359(N)    104 41 47.14890(W) AD(       ) 2
 NQ0493  NAD 27      -  42 02 35.58730(N)    104 41 45.27760(W) AD(       ) 2
 NQ0493
 NQ0493.Superseded values are not recommended for survey control.
 NQ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0493.See file dsdata.txt to determine how the superseded data were derived.
 NQ0493
 NQ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2512454616(NAD 83)
 NQ0493_MARKER: DD = SURVEY DISK
 NQ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0493_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0493+STABILITY: SURFACE MOTION
 NQ0493
 NQ0493  HISTORY     - Date     Condition        Report By
 NQ0493  HISTORY     - 1963     MONUMENTED       USGS
 NQ0493
 NQ0493                          STATION DESCRIPTION
 NQ0493
 NQ0493'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NQ0493'STATION CHERRY IS LOCATED ABOUT 13-1/2 MILES EAST AND 1/2 MILE
 NQ0493'SOUTH OF WHEATLAND, ON THE HIGHEST POINT OF A PROMINENT HILL
 NQ0493'LOCALLY KNOWN AS CHERRY HILL, IN THE NE 1/4 OF SEC. 19 T24N
 NQ0493'R65W, ON PROPERTY OWNED BY MR. JIM VALENTINE.
 NQ0493'
 NQ0493'CHERRY (USGS), STAMPED VABM 5389 CHERRY 1947, IS A STANDARD
 NQ0493'U.S. GEOLOGICAL SURVE Y DISK SET IN THE TOP OF AN 8-INCH
 NQ0493'SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 30
 NQ0493'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 NQ0493'BUILDING AND 10.4 FEET NORTHEAST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0522 ***********************************************************************
 NR0522  DESIGNATION -  CHERRY
 NR0522  PID         -  NR0522
 NR0522  STATE/COUNTY-  WY/CARBON
 NR0522  USGS QUAD   -  FOURMILE RIDGE (1982)
 NR0522
 NR0522                         *CURRENT SURVEY CONTROL
 NR0522  ___________________________________________________________________
 NR0522* NAD 83(1993)-  42 21 41.95943(N)    106 44 01.73397(W)     ADJUSTED  
 NR0522* NAVD 88     -      2092.5    (meters)    6865.     (feet)  VERTCON   
 NR0522  ___________________________________________________________________
 NR0522  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 NR0522  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NR0522
 NR0522  HORZ ORDER  -  THIRD
 NR0522
 NR0522.The horizontal coordinates were established by classical geodetic methods
 NR0522.and adjusted by the National Geodetic Survey in January 1997..
 NR0522
 NR0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0522
 NR0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0522
 NR0522.The geoid height was determined by GEOID03.
 NR0522
 NR0522;                    North         East     Units Scale Factor Converg.
 NR0522;SPC WYEC     -   306,920.826   449,385.304   MT  0.99996750   +0 24 14.3
 NR0522;UTM  13      - 4,691,387.517   357,223.451   MT  0.99985082   -1 10 06.4
 NR0522
 NR0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0522!SPC WYEC     -   0.99967388  x   0.99996750  =   0.99964139
 NR0522!UTM  13      -   0.99967388  x   0.99985082  =   0.99952475
 NR0522
 NR0522:                Primary Azimuth Mark                     Grid Az
 NR0522:SPC WYEC     -  TOPS                                     270 05 15.1
 NR0522:UTM  13      -  TOPS                                     271 39 35.8
 NR0522
 NR0522|---------------------------------------------------------------------|
 NR0522| PID    Reference Object                     Distance      Geod. Az  |
 NR0522|                                                           dddmmss.s |
 NR0522| NR0545 TOPS                                APPROX. 4.8 KM 2702929.4 |
 NR0522|---------------------------------------------------------------------|
 NR0522
 NR0522                          SUPERSEDED SURVEY CONTROL
 NR0522
 NR0522  NAD 83(1986)-  42 21 41.94585(N)    106 44 01.72302(W) AD(       ) 3
 NR0522  NGVD 29 (09/08/93) 2091.5    (m)         6862.     (f) VERT ANG       
 NR0522
 NR0522.Superseded values are not recommended for survey control.
 NR0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0522.See file dsdata.txt to determine how the superseded data were derived.
 NR0522
 NR0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5722391388(NAD 83)
 NR0522_MARKER: DS = TRIANGULATION STATION DISK
 NR0522_SETTING: 0 = UNSPECIFIED SETTING
 NR0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0522
 NR0522  HISTORY     - Date     Condition        Report By
 NR0522  HISTORY     - 1948     MONUMENTED       USGS
 NR0522
 NR0522                          STATION DESCRIPTION
 NR0522
 NR0522'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0522'STATION LOCATED ABOUT 8.5 MI. E. OF PATHFINDER RESERVOIR AND ABOUT
 NR0522'3.0 MI. S. OF CANYON CREEK, SEC. 35, T 28 N, R 83 W.
 NR0522'
 NR0522'THE STATION IS LOCATED ON COUNTY RD. 16.4 MI. S. OF ALCOVA BRIDGE,
 NR0522'OVER THE NORTH PLATTE RIVER AT ALCOVA.  THE STATION IS 125 FT. E.
 NR0522'FROM THE CENTER OF THE HIGHWAY.  THE STATION IS 608.5 FT. S. FROM
 NR0522'RD. FORK.
 NR0522'
 NR0522'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 NR0522'6 IN. ABOVE GROUND, STAMPED---CHERRY 1948---.
 NR0522'
 NR0522'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN TOP OF A
 NR0522'CONCRETE POST PROJECTING 6 IN. ABOVE GROUND, 58.0 FT. FROM STATION
 NR0522'MARK, STAMPED---CHERRY 1948 NO. 1---, N 05 DEGREES
 NR0522'29 MINUTES, SW.
 NR0522'
 NR0522'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN TOP OF A
 NR0522'CONCRETE POST PROJECTING 6 IN. ABOVE GROUND, 58.7 FT. FROM STATION
 NR0522'MARK STAMPED---CHERRY 1948 NO. 2---,  N 87 DEGREES
 NR0522'50 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0488 ***********************************************************************
 NQ0488  DESIGNATION -  CHERRY HILL SAWYER STOCK L MST
 NQ0488  PID         -  NQ0488
 NQ0488  STATE/COUNTY-  WY/PLATTE
 NQ0488  USGS QUAD   -  EAGLES NEST (1990)
 NQ0488
 NQ0488                         *CURRENT SURVEY CONTROL
 NQ0488  ___________________________________________________________________
 NQ0488* NAD 83(1993)-  42 02 29.68318(N)    104 41 34.29178(W)     ADJUSTED  
 NQ0488* NAVD 88     -                                                        
 NQ0488  ___________________________________________________________________
 NQ0488  LAPLACE CORR-         -10.50  (seconds)                    DEFLEC99
 NQ0488  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 NQ0488
 NQ0488  HORZ ORDER  -  THIRD
 NQ0488
 NQ0488.The horizontal coordinates were established by classical geodetic methods
 NQ0488.and adjusted by the National Geodetic Survey in January 1997..
 NQ0488
 NQ0488
 NQ0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0488
 NQ0488.The geoid height was determined by GEOID03.
 NQ0488
 NQ0488;                    North         East     Units Scale Factor Converg.
 NQ0488;SPC WY E     -   171,304.342   239,227.370   MT  0.99995643   +0 19 02.3
 NQ0488;UTM  13      - 4,654,438.300   525,420.148   MT  0.99960795   +0 12 20.5
 NQ0488
 NQ0488                          SUPERSEDED SURVEY CONTROL
 NQ0488
 NQ0488  NAD 83(1986)-  42 02 29.66319(N)    104 41 34.28602(W) AD(       ) 4
 NQ0488  NAD 27      -  42 02 29.77600(N)    104 41 32.41400(W) AD(       ) 3
 NQ0488
 NQ0488.Superseded values are not recommended for survey control.
 NQ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0488.See file dsdata.txt to determine how the superseded data were derived.
 NQ0488
 NQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2542054438(NAD 83)
 NQ0488_MARKER: 42 = RADIO/TV MAST
 NQ0488
 NQ0488  HISTORY     - Date     Condition        Report By
 NQ0488  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0488
 NQ0488                          STATION DESCRIPTION
 NQ0488
 NQ0488'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0489 ***********************************************************************
 NQ0489  DESIGNATION -  CHERRY HILL WYHD MICROWAVE
 NQ0489  PID         -  NQ0489
 NQ0489  STATE/COUNTY-  WY/PLATTE
 NQ0489  USGS QUAD   -  EAGLES NEST (1990)
 NQ0489
 NQ0489                         *CURRENT SURVEY CONTROL
 NQ0489  ___________________________________________________________________
 NQ0489* NAD 83(1993)-  42 02 36.84416(N)    104 41 47.96587(W)     ADJUSTED  
 NQ0489* NAVD 88     -                                                        
 NQ0489  ___________________________________________________________________
 NQ0489  LAPLACE CORR-         -10.37  (seconds)                    DEFLEC99
 NQ0489  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 NQ0489
 NQ0489  HORZ ORDER  -  THIRD
 NQ0489
 NQ0489.The horizontal coordinates were established by classical geodetic methods
 NQ0489.and adjusted by the National Geodetic Survey in January 1997..
 NQ0489
 NQ0489
 NQ0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0489
 NQ0489.The geoid height was determined by GEOID03.
 NQ0489
 NQ0489;                    North         East     Units Scale Factor Converg.
 NQ0489;SPC WY E     -   171,523.538   238,911.683   MT  0.99995612   +0 18 53.2
 NQ0489;UTM  13      - 4,654,658.035   525,104.999   MT  0.99960776   +0 12 11.3
 NQ0489
 NQ0489                          SUPERSEDED SURVEY CONTROL
 NQ0489
 NQ0489  NAD 83(1986)-  42 02 36.82354(N)    104 41 47.96039(W) AD(       ) 4
 NQ0489  NAD 27      -  42 02 36.93400(N)    104 41 46.08900(W) AD(       ) 3
 NQ0489
 NQ0489.Superseded values are not recommended for survey control.
 NQ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0489.See file dsdata.txt to determine how the superseded data were derived.
 NQ0489
 NQ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2510554658(NAD 83)
 NQ0489_MARKER: 44 = MICROWAVE MAST
 NQ0489
 NQ0489  HISTORY     - Date     Condition        Report By
 NQ0489  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0489
 NQ0489                          STATION DESCRIPTION
 NQ0489
 NQ0489'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0388 ***********************************************************************
 NR0388  DESIGNATION -  CHEYENNE
 NR0388  PID         -  NR0388
 NR0388  STATE/COUNTY-  WY/CARBON
 NR0388  USGS QUAD   -  SEMINOE DAM SW (1982)
 NR0388
 NR0388                         *CURRENT SURVEY CONTROL
 NR0388  ___________________________________________________________________
 NR0388* NAD 83(1993)-  42 04 29.42164(N)    106 56 50.26576(W)     ADJUSTED  
 NR0388* NAVD 88     -      2161.3    (meters)    7091.     (feet)  VERTCON   
 NR0388  ___________________________________________________________________
 NR0388  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 NR0388  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 NR0388
 NR0388  HORZ ORDER  -  THIRD
 NR0388
 NR0388.The horizontal coordinates were established by classical geodetic methods
 NR0388.and adjusted by the National Geodetic Survey in January 1997..
 NR0388
 NR0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0388
 NR0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0388
 NR0388.The geoid height was determined by GEOID03.
 NR0388
 NR0388;                    North         East     Units Scale Factor Converg.
 NR0388;SPC WYEC     -   274,962.015   431,944.008   MT  0.99995005   +0 15 31.3
 NR0388;UTM  13      - 4,659,920.292   338,915.460   MT  0.99991929   -1 18 18.6
 NR0388
 NR0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0388!SPC WYEC     -   0.99966326  x   0.99995005  =   0.99961333
 NR0388!UTM  13      -   0.99966326  x   0.99991929  =   0.99958258
 NR0388
 NR0388:                Primary Azimuth Mark                     Grid Az
 NR0388:SPC WYEC     -  SHYAN                                    316 04 05.1
 NR0388:UTM  13      -  SHYAN                                    317 37 55.0
 NR0388
 NR0388|---------------------------------------------------------------------|
 NR0388| PID    Reference Object                     Distance      Geod. Az  |
 NR0388|                                                           dddmmss.s |
 NR0388| NR0437 SHYAN                               APPROX. 7.1 KM 3161936.4 |
 NR0388|---------------------------------------------------------------------|
 NR0388
 NR0388                          SUPERSEDED SURVEY CONTROL
 NR0388
 NR0388  NAD 83(1986)-  42 04 29.40951(N)    106 56 50.25726(W) AD(       ) 3
 NR0388  NAD 27      -  42 04 29.55502(N)    106 56 48.09709(W) AD(       ) 3
 NR0388  NGVD 29 (07/19/86) 2160.2    (m)         7087.     (f) VERT ANG       
 NR0388
 NR0388.Superseded values are not recommended for survey control.
 NR0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0388.See file dsdata.txt to determine how the superseded data were derived.
 NR0388
 NR0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3891559920(NAD 83)
 NR0388_MARKER: DD = SURVEY DISK
 NR0388_SETTING: 66 = SET IN ROCK OUTCROP
 NR0388_SP_SET: SET IN A ROCK LEDGE
 NR0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0388+STABILITY: POSITION/ELEVATION WELL
 NR0388
 NR0388  HISTORY     - Date     Condition        Report By
 NR0388  HISTORY     - 1951     MONUMENTED       USGS
 NR0388
 NR0388                          STATION DESCRIPTION
 NR0388
 NR0388'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0388'STATION IS LOCATED ABOUT 20 MI. N. AND 9 MI. E. OF SINCLAIR, WYOMING,
 NR0388'ON HIGHEST TOP NEAR E. END OF PROMINENT E-W. RIDGE KNOWN AS CHEYENNE
 NR0388'RIDGE.
 NR0388'
 NR0388'TO REACH FROM SINCLAIR HOTEL, PROCEED W. ALONG U.S. HIGHWAY 30 FOR 3
 NR0388'BLOCKS, THENCE RIGHT NORTHERLY, FOLLOWING  ROAD TO SEMINOE DAM FOR
 NR0388'24.8 MI. TO DIM RD. LEFT ABOUT 1,000 FT. S. OF WELL TRAVELED RD.
 NR0388'TOWARD LAKE, THENCE LEFT ALONG DIM RD. AND ACROSS COUNTRY W. UP RIDGE
 NR0388'0.7 MI. TO RIDGE OF SAND BLOCKING TRUCK TRAVEL. STATION LIES ABOUT
 NR0388'2500 FT. W. ON HIGHEST POINT.
 NR0388'
 NR0388'STATION MARK - STANDARD TABLET SET IN LEDGE ROCK AND STAMPED
 NR0388'--- CHEYENNE 1951.---
 NR0388'
 NR0388'REFERENCE MARK NO. 1 - STANDARD REFERENCE TABLET SET IN LEDGE ROCK
 NR0388'DISTANCE 26.40 FT., S 02 DEG 45 MIN W, FROM STATION
 NR0388'AND STAMPED --- CHEYENNE NO.1 1951 ---.
 NR0388'
 NR0388'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET SET IN LEDGE ROCK
 NR0388'DISTANCE 79.74 FT., N 71 DEG 56 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0424 ***********************************************************************
 OU0424  DESIGNATION -  CHEYENNE
 OU0424  PID         -  OU0424
 OU0424  STATE/COUNTY-  WY/CONVERSE
 OU0424  USGS QUAD   -  SUICIDE HILL (1984)
 OU0424
 OU0424                         *CURRENT SURVEY CONTROL
 OU0424  ___________________________________________________________________
 OU0424* NAD 83(1993)-  43 14 35.53907(N)    105 40 12.19255(W)     ADJUSTED  
 OU0424* NAVD 88     -      1654.32   (+/-2cm)    5427.5    (feet)  VERTCON   
 OU0424  ___________________________________________________________________
 OU0424  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 OU0424  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 OU0424
 OU0424  HORZ ORDER  -  FIRST
 OU0424  VERT ORDER  -  THIRD ? (See Below)
 OU0424
 OU0424.The horizontal coordinates were established by classical geodetic methods
 OU0424.and adjusted by the National Geodetic Survey in January 1997..
 OU0424
 OU0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0424.The vertical order pertains to the NGVD 29 superseded value.
 OU0424
 OU0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0424
 OU0424.The geoid height was determined by GEOID03.
 OU0424
 OU0424;                    North         East     Units Scale Factor Converg.
 OU0424;SPC WY E     -   304,794.045   159,118.136   MT  0.99995805   -0 20 41.5
 OU0424;UTM  13      - 4,788,040.834   445,600.866   MT  0.99963640   -0 27 32.6
 OU0424
 OU0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0424!SPC WY E     -   0.99974297  x   0.99995805  =   0.99970103
 OU0424!UTM  13      -   0.99974297  x   0.99963640  =   0.99937946
 OU0424
 OU0424|---------------------------------------------------------------------|
 OU0424| PID    Reference Object                     Distance      Geod. Az  |
 OU0424|                                                           dddmmss.s |
 OU0424| CP9013 CHEYENNE RM 1                        11.360 METERS 22257     |
 OU0424| CP9012 CHEYENNE AZ MK                                     2645737.9 |
 OU0424| CP9014 CHEYENNE RM 2                        12.105 METERS 32538     |
 OU0424|---------------------------------------------------------------------|
 OU0424
 OU0424                          SUPERSEDED SURVEY CONTROL
 OU0424
 OU0424  NAD 83(1986)-  43 14 35.51877(N)    105 40 12.17304(W) AD(       ) 1
 OU0424  NAD 27      -  43 14 35.63700(N)    105 40 10.19100(W) AD(       ) 1
 OU0424  NGVD 29 (07/19/86) 1653.44   (m)         5424.7    (f) LEVELING    3  
 OU0424
 OU0424.Superseded values are not recommended for survey control.
 OU0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0424.See file dsdata.txt to determine how the superseded data were derived.
 OU0424
 OU0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4560188041(NAD 83)
 OU0424_MARKER: DS = TRIANGULATION STATION DISK
 OU0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0424
 OU0424  HISTORY     - Date     Condition        Report By
 OU0424  HISTORY     - 1938     MONUMENTED       CGS
 OU0424  HISTORY     - 1955     GOOD             USGS
 OU0424
 OU0424                          STATION DESCRIPTION
 OU0424
 OU0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OU0424'STATION CHEYENNE LOCATED IN EASTERN WYOMING, IN THE CENTRAL PART
 OU0424'OF CONVERSE COUNTY, IN THE NE 1/4 OF SEC. 30, TOWNSHIP 38 N, R
 OU0424'73 W, AT THE TOP OF THE DIVIDE BETWEEN CHEYENNE RIVER, AND
 OU0424'BEAR CREEK.  STATION IS 29 MILES AIRLINE NE OF GLENROCK.
 OU0424'ABOUT 37 MILES AIRLINE NW OF DOUGLAS.  AND ABOUT 45 MILES
 OU0424'AIRLINE NE OF CASPER.
 OU0424'
 OU0424'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 OU0424'BRONZE DISKS SET IN CONCRETE.
 OU0424'
 OU0424'STATION CHEYENNE IS REACHED FROM THE BRIDGE OVER THE NORTH
 OU0424'PLATTE RIVER, WHICH IS ON U.S. HIGHWAY 20, ABOUT 1/2 MILE W OF
 OU0424'DOUGLAS, BY GOING W FROM U.S. HIGHWAY 20 FOR 2.0 MILES TO A FORK.
 OU0424'TAKE RIGHT FORK AND FOLLOW GRAVEL ROAD FOR 2.45 MILES.  THEN TAKE
 OU0424'LEFT FORK AND GO NW ALONG RAILROAD TRACKS FOR 3.45 MILES.  THEN
 OU0424'CROSS TRACKS AND CONTINUE W AND N FOR 1.6 MILES TO A RAILROAD
 OU0424'UNDERPASS, JUST AFTER CROSSING RIVER.  TAKE RIGHT FORK AND
 OU0424'CONTINUE NW ON GRADED ROAD FOR 0.45 MILE TO A FORK.  TAKE LEFT
 OU0424'FORK AND GO NW ON GRADED DIRT ROAD FOR 1.3 MILES.  CONTINUE
 OU0424'STRAIGHT AHEAD ON RIGHT FORK FOR 0.35 MILE.  THEN TAKE LEFT
 OU0424'FORK AND FOLLOW THE MAIN-TRAVELED ROAD 17.9 MILES TO A
 OU0424'CROSS ROAD AND A SIGN READING BADGER COAL MINE.  CONTINUE N
 OU0424'ON GRADED DIRT ROAD 9.6 MILES TO A BRIDGE OVER CREEK.  THEN
 OU0424'CONTINUE N FOR 2.0 MILES TO A FORK ON TOP OF RIDGE.
 OU0424'AZIMUTH MARK IS AT THIS POINT, 200 FEET E OF GRADED ROAD
 OU0424'AND 35 FEET S OF UNIMPROVED ROAD.  LEAVE GRADED ROAD,
 OU0424'TURN RIGHT AND GO E ALONG THE TOP OF RIDGE 0.75 MILE TO A
 OU0424'GATE.  CONTINUE E ON ROAD 0.65 MILE TO STATION ON PROMINENT
 OU0424'HILL ON RIGHT.
 OU0424
 OU0424                          STATION RECOVERY (1955)
 OU0424
 OU0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (IJB)
 OU0424'STATION RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING
 OU0424'
 OU0424'ROUTE DESCRIPTION REDESCRIBED TO CONFORM TO LOCAL RD. CHANGES.
 OU0424'
 OU0424'STATION ---CHEYENNE--- IS REACHED FROM THE BRIDGE OVER THE NORTH
 OU0424'PLATTE RIVER, ON U.S. HIGHWAY 87, ABOUT 0.5 MI. W. OF DOUGLAS, BY
 OU0424'GOING W. 2.0 MI. TO THE JUNCTION OF THE ORPHA SECONDARY, TURN RIGHT
 OU0424'AND FOLLOW SECONDARY 7.3 MI. TO BRIDGE AND RAILROAD UNDERPASS (END
 OU0424'OF PAVEMENT), CONTINUE ALONG ROSS ROAD, PAST RD. FORK LEADING TO
 OU0424'ORPHA ON THE LEFT, 9.4 MI. TO CROSSROAD (HIGHLAND LOOP ROAD),
 OU0424'CONTINUE NW. ON ROSS ROAD 10.3 MI. TO CROSSROAD TO OLD ---BADGER
 OU0424'COAL MINE---, CONTINUE STRAIGHT 9.5 MI. TO BRIDGE OVER DRY FORK OF
 OU0424'CHEYENNE RIVER, CONTINUE 1.9 MI. TO TRAIL FORK AT TOP OF RIDGE
 OU0424'(AZIMUTH MARK IS AT THIS POINT, 200 FT. E. AND 35 FT. S. OF THE TRACK
 OU0424'RD. JUNCTION), TURN RIGHT AND GO E. 0.7 MI. TO GATE, CONTINUE THROUGH
 OU0424'GATE FOR 0.65 MI. ALONG TOP OF RIDGE TO THE STATION, ON A PROMINENT
 OU0424'HILL ON THE RIGHT AND ABOUT 150 FT. E. OF THE HIGHEST POINT OF THE
 OU0424'HILL.
 OU0424'
 OU0424'STATION MARK--STANDARD USC AND GS TRIANGULATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1125 ***********************************************************************
 MO1125  DESIGNATION -  CHEYENNE EAST BASE
 MO1125  PID         -  MO1125
 MO1125  STATE/COUNTY-  WY/LARAMIE
 MO1125  USGS QUAD   -  FARTHING RANCH (1991)
 MO1125
 MO1125                         *CURRENT SURVEY CONTROL
 MO1125  ___________________________________________________________________
 MO1125* NAD 83(1993)-  41 16 48.63781(N)    104 57 47.45965(W)     ADJUSTED  
 MO1125* NAVD 88     -      2012.3    (meters)    6602.     (feet)  VERTCON   
 MO1125  ___________________________________________________________________
 MO1125  LAPLACE CORR-         -13.16  (seconds)                    DEFLEC99
 MO1125  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 MO1125
 MO1125  HORZ ORDER  -  FIRST
 MO1125
 MO1125.The horizontal coordinates were established by classical geodetic methods
 MO1125.and adjusted by the National Geodetic Survey in January 1997..
 MO1125
 MO1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1125
 MO1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1125
 MO1125.The geoid height was determined by GEOID03.
 MO1125
 MO1125;                    North         East     Units Scale Factor Converg.
 MO1125;SPC WY E     -    86,654.624   217,046.354   MT  0.99994107   +0 08 03.3
 MO1125;UTM  13      - 4,569,860.798   503,083.197   MT  0.99960012   +0 01 27.4
 MO1125
 MO1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1125!SPC WY E     -   0.99968684  x   0.99994107  =   0.99962793
 MO1125!UTM  13      -   0.99968684  x   0.99960012  =   0.99928709
 MO1125
 MO1125|---------------------------------------------------------------------|
 MO1125| PID    Reference Object                     Distance      Geod. Az  |
 MO1125|                                                           dddmmss.s |
 MO1125| CP9015 CHEYENNE EAST BASE RM 1              16.469 METERS 18050     |
 MO1125| CP9016 CHEYENNE EAST BASE RM 2               8.891 METERS 28400     |
 MO1125| MO1135 WHITAKER                            APPROX.13.4 KM 3484206.8 |
 MO1125|---------------------------------------------------------------------|
 MO1125
 MO1125                          SUPERSEDED SURVEY CONTROL
 MO1125
 MO1125  NAD 83(1986)-  41 16 48.62146(N)    104 57 47.45724(W) AD(       ) 1
 MO1125  NAD 27      -  41 16 48.69700(N)    104 57 45.56000(W) AD(       ) 1
 MO1125  NGVD 29 (07/19/86) 2011.2    (m)         6598.     (f) VERT ANG       
 MO1125
 MO1125.Superseded values are not recommended for survey control.
 MO1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1125.See file dsdata.txt to determine how the superseded data were derived.
 MO1125
 MO1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0308369861(NAD 83)
 MO1125_MARKER: DS = TRIANGULATION STATION DISK
 MO1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1125
 MO1125  HISTORY     - Date     Condition        Report By
 MO1125  HISTORY     - 1913     MONUMENTED       CGS
 MO1125  HISTORY     - 1954     GOOD             FAS
 MO1125  HISTORY     - 1959     GOOD             CGS
 MO1125  HISTORY     - 1961     GOOD             USGS
 MO1125  HISTORY     - 1970     GOOD             LOCSUR
 MO1125
 MO1125                          STATION DESCRIPTION
 MO1125
 MO1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 MO1125'ABOUT 14 MILES BY ROAD NORTHWEST OF CHEYENNE, ON THE HIGHEST
 MO1125'POINT OF A RIDGE EXTENDING EAST AND WEST, AND ABOUT 25 METERS
 MO1125'SOUTH OF THE QUARTER SECTION CORNER ON THE LINE BETWEEN SECS. 11
 MO1125'AND 12, T. 15 N., R. 68 W.  SECTION 11 IS OWNED BY CLARENCE
 MO1125'SORENSON, WHO LIVES 5/8 MILE NORTH OF THE STATION.  THE STATION
 MO1125'IS MARKED BY A STANDARD DISK STATION MARK,
 MO1125'SET IN A CYLINDER OF CONCRETE 16 INCHES IN DIAMETER AND 24
 MO1125'INCHES LONG, THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE
 MO1125'GROUND.  THE UNDERGROUND MARK IS A TWENTY-PENNY NAIL SET IN A
 MO1125'CYLINDER OF CONCRETE 10 INCHES IN DIAMETER AND 10 INCHES
 MO1125'LONG, ABOUT 30 INCHES BELOW THE SURFACE OF THE GROUND.  A
 MO1125'STANDARD DISK REFERENCE MARK, SET IN A
 MO1125'CYLINDER OF CONCRETE 12 INCHES IN DIAMETER AND 24 INCHES
 MO1125'LONG, IS 16.47 METERS (54.04 FEET) FROM THE STATION.
 MO1125'N 00 DEG 51 MIN E.
 MO1125
 MO1125                          STATION RECOVERY (1954)
 MO1125
 MO1125'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 MO1125'SURFACE MARK RECOVERED IN GOOD CONDITION.
 MO1125'
 MO1125'TO REACH THE STATION FROM STATE CAPITOL BUILDING IN CHEYENNE,
 MO1125'0.6 MI. S TO U.S. HIGHWAY 30, TURN RIGHT (W) AND CONTINUE FOR
 MO1125'4.3 MI. ON U.S. HIGHWAY 30 TO A T-ROAD N (STATE SECONDARY 152),
 MO1125'TURN RIGHT (N) ON STATE SECONDARY 152 AND CONTINUE FOR 1.9
 MO1125'MI. TO A CROSSROAD, CONTINUE STRAIGHT AHEAD (N) FOR 0.2 MI. TO
 MO1125'A CROSSROAD, CONTINUE STRAIGHT AHEAD (N) FOR 2.1 MI. TO A
 MO1125'CROSSROAD AND RAILROAD CROSSING, CONTINUE FOR 1.1 MI. ON A
 MO1125'MAIN-TRAVELED ROAD TO CHEYENNE HORTICULTURE FIELD STATION.
 MO1125'CONTINUE ON A MAIN-TRAVELED ROAD (N) FOR 3.3 MI. TO A
 MO1125'CROSSROAD, CONTINUE N FOR 3.2 MI. TO A T-ROAD W, TURN LEFT (W)
 MO1125'AND CONTINUE FOR 2.2 MI. TO A DIM ROAD NW, TURN RIGHT
 MO1125'(NW) FOR 1.6 MI. TO A CREEKBED, CROSS AND CONTINUE N FOR 0.15
 MO1125'MI. TO THE TOP OF THE RIDGE AND A DIM ROAD E, TURN RIGHT
 MO1125'(E) TO A FENCE INTERSECTION AND THE STATION.
 MO1125
 MO1125                          STATION RECOVERY (1959)
 MO1125
 MO1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1125'THE STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED AND
 MO1125'WERE FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK WAS ESTABLISHED
 MO1125'AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 MO1125'
 MO1125'THE STATION IS LOCATED ABOUT 10-1/2 MILES, AIRLINE,
 MO1125'NORTH-NORTHWEST OF CHEYENNE, ON A LONG EAST-WEST RIDGE AND ON
 MO1125'PROPERTY OWNED BY THE WARREN LIVESTOCK COMPANY.
 MO1125'
 MO1125'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN CHEYENNE,
 MO1125'GO NORTHWEST ON CENTRAL AVENUE FOR 0.4 MILE.  TURN LEFT ON
 MO1125'PERSHING BOULEVARD AND GO WEST FOR 0.8 MILE TO AN OVERPASS.
 MO1125'TURN RIGHT ON INTERSTATE HIGHWAY 25 AND GO NORTH FOR 4.9 MILES
 MO1125'TO SECONDARY STATE HIGHWAY 1100.  TURN LEFT ON HIGHWAY 1100
 MO1125'AND GO WEST FOR 3.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 MO1125'NORTHWEST AND NORTH FOR 3.05 MILES TO A CROSSROAD.  TURN
 MO1125'LEFT AND GO WEST FOR 2.0 MILES TO A SIDE ROAD LEFT AND A WIRE
 MO1125'GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE AND GO
 MO1125'NORTHWESTERLY ON A FIELD ROAD FOR 1.4 MILES TO A FENCE
 MO1125'CORNER AND A WIRE GATE IN THE EAST-WEST FENCE.  PASS THROUGH
 MO1125'GATE AND GO NORTH ON THE EAST SIDE OF THE FENCE FOR 0.25 MILE TO
 MO1125'THE TOP OF THE RIDGE AND THE STATION.
 MO1125'
 MO1125'THE STATION IS 29 FEET EAST OF A NORTH-SOUTH FENCE AND 35 FEET
 MO1125'NORTHEAST OF THE CENTER OF A WIRE GATE.  THE MONUMENT IS FLUSH
 MO1125'AND THE DISK IS STAMPED CHEYENNE EAST BASE 1913.
 MO1125'
 MO1125'REFERENCE MARK 1 IS 28 FEET EAST OF THE FENCE AND 44 FEET
 MO1125'SOUTHEAST OF THE CENTER OF THE GATE.  THE MONUMENT IS FLUSH AND
 MO1125'THE DISK IS STAMPED CHEYENNE EAST BASE NO 1 1913.
 MO1125'
 MO1125'REFERENCE MARK 2 IS 1 FOOT EAST OF THE FENCE AND 28 FEET NORTH
 MO1125'OF THE CENTER OF THE GATE.  THE MONUMENT IS FLUSH AND THE DISK IS
 MO1125'STAMPED CHEYENNE EAST BASE NO 2 1913 1959.
 MO1125
 MO1125                          STATION RECOVERY (1961)
 MO1125
 MO1125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JBF)
 MO1125'NEW ROUTE DESCRIPTION AS FOLLOWS
 MO1125'
 MO1125'STATION IS APPROXIMATELY MIDWAY BETWEEN SEC. CORNER AND 1/4 CORNER,
 MO1125'INSTEAD OF 25 METERS S. OF 1/4 CORNER.
 MO1125'
 MO1125'TO REACH FROM THE STATE CAPITOL IN CHEYENNE, WYOMING, GO NW. 0.4 MI.
 MO1125'ALONG CENTRAL AVE. TO THE JUNCTION OF PERSHING BOULEVARD, TURN LEFT
 MO1125'(W.) AND CONTINUE 0.8 MI. ALONG PERSHING BOULEVARD TO INTERSTATE
 MO1125'HIGHWAY 25, TURN RIGHT (N.) AND PROCEED ALONG INTERSTATE HIGHWAY 25
 MO1125'5.4 MI. TO THE JUNCTION OF THE IRON MOUNTAIN ROAD (STATE SECONDARY
 MO1125'HIGHWAY 1100), CONTINUE W. ALONG THE IRON MOUNTAIN ROAD 3.5 MI. TO
 MO1125'CROSSROADS, TURN RIGHT (NW.) AND PROCEED NW. AND N. 4.6 MI. TO
 MO1125'T-JUNCTION OF N-S. RD. AND RD. W., TURN LEFT (W.) AND CONTINUE 1.0 MI.
 MO1125'ALONG GRADED RD. TO RANCH, CONTINUE W. ALONG TRACK RD. 1.0 MI. TO
 MO1125'CORRAL AND SHED, CONTINUE GENERALLY W. ACROSS COUNTRY ALONG RIDGE TO
 MO1125'GATE IN N-S. FENCE AND STATION ON RIGHT.
 MO1125'
 MO1125'STATION MARK--STANDARD USC AND GS STATION DISK, IN CYLINDER OF
 MO1125'CONCRETE, 16 IN. IN DIAMETER AND 24 IN. LONG, TOP FLUSH WITH SURFACE
 MO1125'OF GROUND, STAMPED ---CHEYENNE EAST BASE 1913---.
 MO1125'
 MO1125'REFERENCE MARKS--NONE.
 MO1125
 MO1125                          STATION RECOVERY (1970)
 MO1125
 MO1125'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (RLH)
 MO1125'RECOVERED BY R.L. HUDSON, LAND SURVEYOR.
 MO1125'
 MO1125'(STATION) NOT STAMPED-FOUND IN GOOD CONDITION.
 MO1125'
 MO1125'(R.M. 1) STAMPED AS PER RECORD-FOUND IN GOOD CONDITION.
 MO1125'
 MO1125'(R.M. 2) STAMPED AS PER RECORD-FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0197 ***********************************************************************
 MO0197  DESIGNATION -  CHEYENNE FED BLDG DRILL HOLE
 MO0197  PID         -  MO0197
 MO0197  STATE/COUNTY-  WY/LARAMIE
 MO0197  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0197
 MO0197                         *CURRENT SURVEY CONTROL
 MO0197  ___________________________________________________________________
 MO0197* NAD 83(1986)-  41 08 11.     (N)    104 49 12.     (W)     SCALED    
 MO0197* NAVD 88     -      1853.050  (meters)    6079.55   (feet)  ADJUSTED  
 MO0197  ___________________________________________________________________
 MO0197  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 MO0197  DYNAMIC HT  -        1851.437 (meters)    6074.26  (feet)  COMP
 MO0197  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 MO0197
 MO0197  VERT ORDER  -  FIRST     CLASS II
 MO0197
 MO0197.The horizontal coordinates were scaled from a topographic map and have
 MO0197.an estimated accuracy of +/- 6 seconds.
 MO0197
 MO0197.The orthometric height was determined by differential leveling
 MO0197.and adjusted by the National Geodetic Survey in June 1991..
 MO0197
 MO0197.The geoid height was determined by GEOID03.
 MO0197
 MO0197.The dynamic height is computed by dividing the NAVD 88
 MO0197.geopotential number by the normal gravity value computed on the
 MO0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0197.degrees latitude (g = 980.6199 gals.).
 MO0197
 MO0197.The modeled gravity was interpolated from observed gravity values.
 MO0197
 MO0197;                    North         East    Units  Estimated Accuracy
 MO0197;SPC WY E     -    70,730.      229,110.      MT  (+/- 180 meters Scaled)
 MO0197
 MO0197                          SUPERSEDED SURVEY CONTROL
 MO0197
 MO0197  NGVD 29 (??/??/92) 1852.03   (m)         6076.2    (f) COMPUTED    1 2
 MO0197
 MO0197.Superseded values are not recommended for survey control.
 MO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0197.See file dsdata.txt to determine how the superseded data were derived.
 MO0197
 MO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF151539(NAD 83)
 MO0197_MARKER: Z = SEE DESCRIPTION
 MO0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0197_SP_SET: RETAINING WALL
 MO0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0197
 MO0197  HISTORY     - Date     Condition        Report By
 MO0197  HISTORY     - UNK      MONUMENTED       USGS
 MO0197  HISTORY     - 1947     GOOD             NGS
 MO0197  HISTORY     - 20030924 MARK NOT FOUND   USPSQD
 MO0197
 MO0197                          STATION DESCRIPTION
 MO0197
 MO0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0197'AT CHEYENNE.
 MO0197'AT CHEYENNE, AT THE FEDERAL BUILDING WHICH IS IN THE NORTHWEST
 MO0197'ANGLE OF THE INTERSECTION OF CAREY AVENUE AND TWENTY-FIRST
 MO0197'STREET WEST, 6.3 FEET EAST OF THE SOUTHWEST CORNER OF THE
 MO0197'BUILDING, A 3/16-INCH ROUND HOLE DRILLED 1/8 INCH DEEP IN THE
 MO0197'TOP OF AND 0.4 FOOT EAST OF THE WEST SIDE, 0.2 FOOT SOUTH OF
 MO0197'THE NORTH END AND 0.1 FOOT WEST OF THE EAST SIDE OF THE NORTH
 MO0197'END OF THE MOST WESTERN PART OF A GRANITE RETAINING WALL AROUND
 MO0197'THE MOST WESTERN WINDOW ON THE SOUTH SIDE OF THE BUILDING.
 MO0197
 MO0197                          STATION RECOVERY (2003)
 MO0197
 MO0197'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 MO0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0545 ***********************************************************************
 NQ0545  DESIGNATION -  CHEYENNE GREAT FALLS AWY BCN 9
 NQ0545  PID         -  NQ0545
 NQ0545  STATE/COUNTY-  WY/PLATTE
 NQ0545  USGS QUAD   -  GLENDO (1978)
 NQ0545
 NQ0545                         *CURRENT SURVEY CONTROL
 NQ0545  ___________________________________________________________________
 NQ0545* NAD 83(1993)-  42 33 15.73343(N)    105 03 31.84567(W)     ADJUSTED  
 NQ0545* NAVD 88     -      1552.     (meters)    5092.     (feet)  SCALED    
 NQ0545  ___________________________________________________________________
 NQ0545  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 NQ0545  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 NQ0545
 NQ0545  HORZ ORDER  -  THIRD
 NQ0545
 NQ0545.The horizontal coordinates were established by classical geodetic methods
 NQ0545.and adjusted by the National Geodetic Survey in January 1997..
 NQ0545
 NQ0545.The orthometric height was scaled from a topographic map.
 NQ0545
 NQ0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0545
 NQ0545.The geoid height was determined by GEOID03.
 NQ0545
 NQ0545;                    North         East     Units Scale Factor Converg.
 NQ0545;SPC WY E     -   228,158.228   208,854.515   MT  0.99993846   +0 04 22.5
 NQ0545;UTM  13      - 4,711,331.997   495,169.041   MT  0.99960029   -0 02 23.3
 NQ0545
 NQ0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0545!SPC WY E     -   0.99975889  x   0.99993846  =   0.99969736
 NQ0545!UTM  13      -   0.99975889  x   0.99960029  =   0.99935927
 NQ0545
 NQ0545                          SUPERSEDED SURVEY CONTROL
 NQ0545
 NQ0545  NAD 83(1986)-  42 33 15.71207(N)    105 03 31.83544(W) AD(       ) 4
 NQ0545  NAD 27      -  42 33 15.82500(N)    105 03 29.94100(W) AD(       ) 3
 NQ0545
 NQ0545.Superseded values are not recommended for survey control.
 NQ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0545.See file dsdata.txt to determine how the superseded data were derived.
 NQ0545
 NQ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9516911332(NAD 83)
 NQ0545_MARKER: 22 = AIRWAY BEACON
 NQ0545
 NQ0545  HISTORY     - Date     Condition        Report By
 NQ0545  HISTORY     - 1948     FIRST OBSERVED   CGS
 NQ0545
 NQ0545                          STATION DESCRIPTION
 NQ0545
 NQ0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0545'STATION IS THE CENTER OF THE BASE OF THE STANDARD C.A.A.
 NQ0545'AIRWAY BEACON NO. 9 LOCATED APPROXIMATELY 4 MILES AIRLINE
 NQ0545'NORTH OF GLENDO ON A PROMINENT, BRUSH-COVERED HILL.  THE
 NQ0545'BEACON IS ABOUT 50 FEET HIGH AND IS ABOUT 1 MILE SOUTHWEST OF
 NQ0545'U.S. HIGHWAY NO. 87.  REFERENCE MARK NO. 2 FOR TRIANGULATION
 NQ0545'STATION ELKHORN 1948 IS SET IN THE CENTER OF THE CONCRETE
 NQ0545'BASE DIRECTLY UNDER THE ROTATING BEACON AND IS CONNECTED BY
 NQ0545'TRAVERSE TO THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0596 ***********************************************************************
 NQ0596  DESIGNATION -  CHEYENNE GREAT FALLS AWY BCN 8
 NQ0596  PID         -  NQ0596
 NQ0596  STATE/COUNTY-  WY/PLATTE
 NQ0596  USGS QUAD   -  COLEMAN BUTTE (1981)
 NQ0596
 NQ0596                         *CURRENT SURVEY CONTROL
 NQ0596  ___________________________________________________________________
 NQ0596* NAD 83(1993)-  42 20 46.84502(N)    105 02 13.35894(W)     ADJUSTED  
 NQ0596* NAVD 88     -                                                        
 NQ0596  ___________________________________________________________________
 NQ0596  LAPLACE CORR-          -8.03  (seconds)                    DEFLEC99
 NQ0596  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 NQ0596
 NQ0596  HORZ ORDER  -  THIRD
 NQ0596
 NQ0596.The horizontal coordinates were established by classical geodetic methods
 NQ0596.and adjusted by the National Geodetic Survey in January 1997..
 NQ0596
 NQ0596
 NQ0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0596
 NQ0596.The geoid height was determined by GEOID03.
 NQ0596
 NQ0596;                    North         East     Units Scale Factor Converg.
 NQ0596;SPC WY E     -   205,054.385   210,680.225   MT  0.99993890   +0 05 14.3
 NQ0596;UTM  13      - 4,688,232.436   496,948.784   MT  0.99960011   -0 01 29.8
 NQ0596
 NQ0596                          SUPERSEDED SURVEY CONTROL
 NQ0596
 NQ0596  NAD 83(1986)-  42 20 46.82404(N)    105 02 13.35044(W) AD(       ) 4
 NQ0596  NAD 27      -  42 20 46.93100(N)    105 02 11.44900(W) AD(       ) 3
 NQ0596
 NQ0596.Superseded values are not recommended for survey control.
 NQ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0596.See file dsdata.txt to determine how the superseded data were derived.
 NQ0596
 NQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9694988232(NAD 83)
 NQ0596_MARKER: 22 = AIRWAY BEACON
 NQ0596
 NQ0596  HISTORY     - Date     Condition        Report By
 NQ0596  HISTORY     - 1948     FIRST OBSERVED   CGS
 NQ0596
 NQ0596                          STATION DESCRIPTION
 NQ0596
 NQ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0596'STATION IS THE CENTER OF THE BASE OF THE STANDARD C.A.A.
 NQ0596'AIRWAY BEACON NO. 8, APPROXIMATELY 11 MILES SOUTH OF GLENDO
 NQ0596'AND 1/4 MILE EAST OF U.S. HIGHWAY NO. 87.  THE BEACON IS
 NQ0596'ABOUT 50 FEET HIGH.  REFERENCE MARK NO. 1 FOR TRIANGULATION
 NQ0596'STATION BEAR 1948 IS SET IN THE CENTER OF THE CONCRETE BASE OF
 NQ0596'THE BEACON AND IS DIRECTLY UNDER THE ROTATING LIGHT.  TRAVERSE
 NQ0596'CONNECTION WAS MADE WITH STATION BEAR 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0649 ***********************************************************************
 NQ0649  DESIGNATION -  CHEYENNE GREAT FALLS AWY BN 12
 NQ0649  PID         -  NQ0649
 NQ0649  STATE/COUNTY-  WY/CONVERSE
 NQ0649  USGS QUAD   -  ORPHA (1974)
 NQ0649
 NQ0649                         *CURRENT SURVEY CONTROL
 NQ0649  ___________________________________________________________________
 NQ0649* NAD 83(1993)-  42 47 54.86356(N)    105 37 19.01402(W)     ADJUSTED  
 NQ0649* NAVD 88     -                                                        
 NQ0649  ___________________________________________________________________
 NQ0649  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 NQ0649  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 NQ0649
 NQ0649  HORZ ORDER  -  THIRD
 NQ0649
 NQ0649.The horizontal coordinates were established by classical geodetic methods
 NQ0649.and adjusted by the National Geodetic Survey in January 1997..
 NQ0649
 NQ0649
 NQ0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0649
 NQ0649.The geoid height was determined by GEOID03.
 NQ0649
 NQ0649;                    North         East     Units Scale Factor Converg.
 NQ0649;SPC WY E     -   255,379.053   162,757.152   MT  0.99995456   -0 18 33.6
 NQ0649;UTM  13      - 4,738,634.641   449,140.659   MT  0.99963182   -0 25 21.3
 NQ0649
 NQ0649                          SUPERSEDED SURVEY CONTROL
 NQ0649
 NQ0649  NAD 83(1986)-  42 47 54.84482(N)    105 37 18.99944(W) AD(       ) 4
 NQ0649  NAD 27      -  42 47 54.96400(N)    105 37 17.02400(W) AD(       ) 3
 NQ0649
 NQ0649.Superseded values are not recommended for survey control.
 NQ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0649.See file dsdata.txt to determine how the superseded data were derived.
 NQ0649
 NQ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4914138635(NAD 83)
 NQ0649_MARKER: 22 = AIRWAY BEACON
 NQ0649
 NQ0649  HISTORY     - Date     Condition        Report By
 NQ0649  HISTORY     - 1948     FIRST OBSERVED   CGS
 NQ0649
 NQ0649                          STATION DESCRIPTION
 NQ0649
 NQ0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0649'STATION IS THE CENTER OF THE STANDARD C.A.A. AIRWAY BEACON
 NQ0649'NO. 12, LOCATED ABOUT 14.0 MILES EAST-SOUTHEAST OF GLENROCK,
 NQ0649'11.5 MILES AIR LINE WEST-NORTHWEST OF DOUGLAS, ON A GRASS-COVERED
 NQ0649'RIDGE IN PASTURE LAND ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY
 NQ0649'87.  THE BEACON IS ABOUT 50 FEET HIGH AND CONSTRUCTED OF
 NQ0649'STRUCTURAL STEEL.  THE CENTER OF THE BASE OF THE BEACON WAS
 NQ0649'CONNECTED BY TRAVERSE TO TRIANGULATION STATION BEACON 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0678 ***********************************************************************
 NQ0678  DESIGNATION -  CHEYENNE GREAT FALLS AWY BN 14
 NQ0678  PID         -  NQ0678
 NQ0678  STATE/COUNTY-  WY/CONVERSE
 NQ0678  USGS QUAD   -  PARKERTON (1973)
 NQ0678
 NQ0678                         *CURRENT SURVEY CONTROL
 NQ0678  ___________________________________________________________________
 NQ0678* NAD 83(1993)-  42 49 52.05379(N)    105 57 55.50806(W)     ADJUSTED  
 NQ0678* NAVD 88     -                                                        
 NQ0678  ___________________________________________________________________
 NQ0678  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 NQ0678  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NQ0678
 NQ0678  HORZ ORDER  -  THIRD
 NQ0678
 NQ0678.The horizontal coordinates were established by classical geodetic methods
 NQ0678.and adjusted by the National Geodetic Survey in January 1997..
 NQ0678
 NQ0678
 NQ0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0678
 NQ0678.The geoid height was determined by GEOID03.
 NQ0678
 NQ0678;                    North         East     Units Scale Factor Converg.
 NQ0678;SPC WY E     -   259,204.037   134,694.802   MT  0.99998995   -0 32 35.0
 NQ0678;SPC WYEC     -   359,802.281   511,839.881   MT  1.00009133   +0 55 48.2
 NQ0678;UTM  13      - 4,742,513.865   421,094.849   MT  0.99967659   -0 39 22.9
 NQ0678
 NQ0678                          SUPERSEDED SURVEY CONTROL
 NQ0678
 NQ0678  NAD 83(1986)-  42 49 52.03983(N)    105 57 55.48777(W) AD(       ) 4
 NQ0678  NAD 27      -  42 49 52.15800(N)    105 57 53.45500(W) AD(       ) 3
 NQ0678
 NQ0678.Superseded values are not recommended for survey control.
 NQ0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0678.See file dsdata.txt to determine how the superseded data were derived.
 NQ0678
 NQ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2109542514(NAD 83)
 NQ0678_MARKER: 22 = AIRWAY BEACON
 NQ0678
 NQ0678  HISTORY     - Date     Condition        Report By
 NQ0678  HISTORY     - 1948     FIRST OBSERVED   CGS
 NQ0678
 NQ0678                          STATION DESCRIPTION
 NQ0678
 NQ0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0678'STATION IS THE CENTER OF THE STANDARD C.A.A. AIRWAY BEACON NO.
 NQ0678'14.  IT IS LOCATED ABOUT 4 MILES AIR LINE WEST-SOUTHWEST OF
 NQ0678'GLENROCK, ON THE NORTHWESTERLY POINT OF A PROMINENT EAST-WEST
 NQ0678'BENCH, JUST SOUTH OF THE CONTINENTAL OIL FIELD.  THE BEACON
 NQ0678'IS APPROXIMATELY 50 FEET HIGH.  THE CENTER OF THE ROTATING
 NQ0678'BEACON WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0563 ***********************************************************************
 NQ0563  DESIGNATION -  CHEYENNE GRT FALLS AWY BN 11A
 NQ0563  PID         -  NQ0563
 NQ0563  STATE/COUNTY-  WY/CONVERSE
 NQ0563  USGS QUAD   -  IRVINE (1949)
 NQ0563
 NQ0563                         *CURRENT SURVEY CONTROL
 NQ0563  ___________________________________________________________________
 NQ0563* NAD 83(1993)-  42 43 05.07888(N)    105 18 53.76160(W)     ADJUSTED  
 NQ0563* NAVD 88     -                                                        
 NQ0563  ___________________________________________________________________
 NQ0563  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 NQ0563  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 NQ0563
 NQ0563  HORZ ORDER  -  THIRD
 NQ0563
 NQ0563.The horizontal coordinates were established by classical geodetic methods
 NQ0563.and adjusted by the National Geodetic Survey in January 1997..
 NQ0563
 NQ0563
 NQ0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0563
 NQ0563.The geoid height was determined by GEOID03.
 NQ0563
 NQ0563;                    North         East     Units Scale Factor Converg.
 NQ0563;SPC WY E     -   246,347.624   187,855.788   MT  0.99993931   -0 06 02.1
 NQ0563;UTM  13      - 4,729,556.630   474,213.209   MT  0.99960818   -0 12 49.1
 NQ0563
 NQ0563                          SUPERSEDED SURVEY CONTROL
 NQ0563
 NQ0563  NAD 83(1986)-  42 43 05.05951(N)    105 18 53.74828(W) AD(       ) 4
 NQ0563  NAD 27      -  42 43 05.17500(N)    105 18 51.81600(W) AD(       ) 3
 NQ0563
 NQ0563.Superseded values are not recommended for survey control.
 NQ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0563.See file dsdata.txt to determine how the superseded data were derived.
 NQ0563
 NQ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7421329557(NAD 83)
 NQ0563_MARKER: 22 = AIRWAY BEACON
 NQ0563
 NQ0563  HISTORY     - Date     Condition        Report By
 NQ0563  HISTORY     - 1948     FIRST OBSERVED   CGS
 NQ0563  HISTORY     - 1958     GOOD             CGS
 NQ0563  HISTORY     - 1960     GOOD             CGS
 NQ0563
 NQ0563                          STATION DESCRIPTION
 NQ0563
 NQ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0563'STATION IS THE CENTER OF THE STANDARD C.A.A. AIRWAY BEACON NO.
 NQ0563'11A LOCATED ABOUT 4-1/2 MILES AIRLINE SOUTHEAST OF DOUGLAS.  THE
 NQ0563'BEACON IS APPROXIMATELY 50 FEET HIGH.  THE CENTER OF THE ROTATING
 NQ0563'BEACON WAS THE POINT OBSERVED ON.
 NQ0563
 NQ0563                          STATION RECOVERY (1958)
 NQ0563
 NQ0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NQ0563'INTERSECTION STATION RECOVERED AS DESCRIBED.
 NQ0563
 NQ0563                          STATION RECOVERY (1960)
 NQ0563
 NQ0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 NQ0563'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1116 ***********************************************************************
 MO1116  DESIGNATION -  CHEYENNE JCT RIN MICROWAVE TWR
 MO1116  PID         -  MO1116
 MO1116  STATE/COUNTY-  WY/LARAMIE
 MO1116  USGS QUAD   -  LEWIS RANCH (1991)
 MO1116
 MO1116                         *CURRENT SURVEY CONTROL
 MO1116  ___________________________________________________________________
 MO1116* NAD 83(1993)-  41 22 56.89502(N)    104 52 22.90383(W)     ADJUSTED  
 MO1116* NAVD 88     -                                                        
 MO1116  ___________________________________________________________________
 MO1116  LAPLACE CORR-         -11.75  (seconds)                    DEFLEC99
 MO1116  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 MO1116
 MO1116  HORZ ORDER  -  THIRD
 MO1116
 MO1116.The horizontal coordinates were established by classical geodetic methods
 MO1116.and adjusted by the National Geodetic Survey in January 1997..
 MO1116
 MO1116
 MO1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1116
 MO1116.The geoid height was determined by GEOID03.
 MO1116
 MO1116;                    North         East     Units Scale Factor Converg.
 MO1116;SPC WY E     -    98,036.317   224,560.387   MT  0.99994492   +0 11 38.8
 MO1116;UTM  13      - 4,581,224.144   510,616.503   MT  0.99960139   +0 05 02.2
 MO1116
 MO1116                          SUPERSEDED SURVEY CONTROL
 MO1116
 MO1116  NAD 83(1986)-  41 22 56.87729(N)    104 52 22.89681(W) AD(       ) 4
 MO1116  NAD 27      -  41 22 56.95100(N)    104 52 21.01900(W) AD(       ) 3
 MO1116
 MO1116.Superseded values are not recommended for survey control.
 MO1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1116.See file dsdata.txt to determine how the superseded data were derived.
 MO1116
 MO1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1061781224(NAD 83)
 MO1116_MARKER: 45 = MICROWAVE TOWER
 MO1116
 MO1116  HISTORY     - Date     Condition        Report By
 MO1116  HISTORY     - 1959     FIRST OBSERVED   CGS
 MO1116  HISTORY     - 1963     GOOD             CGS
 MO1116  HISTORY     - 1973     GOOD             NGS
 MO1116
 MO1116                          STATION DESCRIPTION
 MO1116
 MO1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1116'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN
 MO1116'CHEYENNE, GO NORTHWEST ON CENTRAL AVENUE FOR 0.4 MILE.  TURN
 MO1116'LEFT ONTO PERSHING BLVD. AND GO WEST FOR 0.8 MILE.  TURN RIGHT
 MO1116'ONTO INTERSTATE HIGHWAY 25 AND GO NORTH FOR 16.5 MILES TO THE
 MO1116'STATION ON THE LEFT, WEST SIDE OF THE HIGHWAY.
 MO1116'
 MO1116'THE STATION IS A STEEL TOWER WITH A 28 FOOT SQUARE BASE, 190
 MO1116'FEET HIGH AND IS PAINTED ALTERNATELY ORANGE AND WHITE.  THE
 MO1116'POINT OF INTERSECTION IS THE BLINKING RED LIGHT AT THE APEX.
 MO1116
 MO1116                          STATION RECOVERY (1963)
 MO1116
 MO1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1116'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 MO1116
 MO1116                          STATION RECOVERY (1973)
 MO1116
 MO1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1116'THE CHEYENNE JUNCTION, RIN MICROWAVE TOWER 1959, WAS VISITED
 MO1116'AND RECOVERED AS DESCRIBED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1214 ***********************************************************************
 MO1214  DESIGNATION -  CHEYENNE MOUNTAIN BELL MAST
 MO1214  PID         -  MO1214
 MO1214  STATE/COUNTY-  WY/LARAMIE
 MO1214  USGS QUAD   -  EMKAY (1978)
 MO1214
 MO1214                         *CURRENT SURVEY CONTROL
 MO1214  ___________________________________________________________________
 MO1214* NAD 83(1993)-  41 06 00.51720(N)    105 01 30.65112(W)     ADJUSTED  
 MO1214* NAVD 88     -                                                        
 MO1214  ___________________________________________________________________
 MO1214  LAPLACE CORR-         -15.14  (seconds)                    DEFLEC99
 MO1214  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 MO1214
 MO1214  HORZ ORDER  -  THIRD
 MO1214
 MO1214.The horizontal coordinates were established by classical geodetic methods
 MO1214.and adjusted by the National Geodetic Survey in January 1997..
 MO1214
 MO1214
 MO1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1214
 MO1214.The geoid height was determined by GEOID03.
 MO1214
 MO1214;                    North         East     Units Scale Factor Converg.
 MO1214;SPC WY E     -    66,651.464   211,885.157   MT  0.99993924   +0 05 34.8
 MO1214;UTM  13      - 4,549,874.361   497,885.459   MT  0.99960006   -0 00 59.6
 MO1214
 MO1214                          SUPERSEDED SURVEY CONTROL
 MO1214
 MO1214  NAD 83(1993)-  41 06 00.50194(N)    105 01 30.64711(W) AD(       ) 4
 MO1214  NAD 83(1986)-  41 06 00.50080(N)    105 01 30.64349(W) AD(       ) 4
 MO1214  NAD 27      -  41 06 00.56662(N)    105 01 28.73982(W) AD(       ) 3
 MO1214
 MO1214.Superseded values are not recommended for survey control.
 MO1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1214.See file dsdata.txt to determine how the superseded data were derived.
 MO1214
 MO1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9788549874(NAD 83)
 MO1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MO1214+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 MO1214
 MO1214  HISTORY     - Date     Condition        Report By
 MO1214  HISTORY     - 1973     FIRST OBSERVED   NGS
 MO1214  HISTORY     - 20060920 GOOD             GEOCAC
 MO1214
 MO1214                          STATION DESCRIPTION
 MO1214
 MO1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1214'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE CHEYENNE,
 MO1214'MOUNTAIN BELL, KOH 275, MAST THAT IS LOCATED ABOUT 8.5 MILES
 MO1214'WEST OF CHEYENNE, 0.1 MILE SOUTH OF INTERSTATE HIGHWAY 80 AND
 MO1214'ON THE HIGHEST POINT OF A CONE SHAPED HILL.  THE MAST IS
 MO1214'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED
 MO1214'AND WHITE AND IS ABOUT 260 FEET IN HEIGHT.
 MO1214
 MO1214                          STATION RECOVERY (2006)
 MO1214
 MO1214'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MO1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1100 ***********************************************************************
 MO1100  DESIGNATION -  CHEYENNE RADIO STA KVWO MAST
 MO1100  PID         -  MO1100
 MO1100  STATE/COUNTY-  WY/LARAMIE
 MO1100  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO1100
 MO1100                         *CURRENT SURVEY CONTROL
 MO1100  ___________________________________________________________________
 MO1100* NAD 83(1993)-  41 07 16.42313(N)    104 50 49.75375(W)     ADJUSTED  
 MO1100* NAVD 88     -                                                        
 MO1100  ___________________________________________________________________
 MO1100  LAPLACE CORR-         -11.23  (seconds)                    DEFLEC99
 MO1100  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 MO1100
 MO1100  HORZ ORDER  -  THIRD
 MO1100
 MO1100.The horizontal coordinates were established by classical geodetic methods
 MO1100.and adjusted by the National Geodetic Survey in January 1997..
 MO1100
 MO1100
 MO1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1100
 MO1100.The geoid height was determined by GEOID03.
 MO1100
 MO1100;                    North         East     Units Scale Factor Converg.
 MO1100;SPC WY E     -    69,032.487   226,831.299   MT  0.99994636   +0 12 36.5
 MO1100;UTM  13      - 4,552,225.989   512,831.018   MT  0.99960203   +0 06 01.9
 MO1100
 MO1100                          SUPERSEDED SURVEY CONTROL
 MO1100
 MO1100  NAD 83(1993)-  41 07 16.40604(N)    104 50 49.75103(W) AD(       ) 4
 MO1100  NAD 83(1986)-  41 07 16.40519(N)    104 50 49.74670(W) AD(       ) 4
 MO1100  NAD 27      -  41 07 16.47800(N)    104 50 47.86500(W) AD(       ) 3
 MO1100
 MO1100.Superseded values are not recommended for survey control.
 MO1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1100.See file dsdata.txt to determine how the superseded data were derived.
 MO1100
 MO1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1283152226(NAD 83)
 MO1100_MARKER: 42 = RADIO/TV MAST
 MO1100
 MO1100  HISTORY     - Date     Condition        Report By
 MO1100  HISTORY     - 1959     FIRST OBSERVED   CGS
 MO1100  HISTORY     - 1973     GOOD             NGS
 MO1100
 MO1100                          STATION DESCRIPTION
 MO1100
 MO1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1100'THE STATION IS LOCATED AT THE WEST EDGE OF CHEYENNE, ALONG
 MO1100'THE NORTH SIDE OF U.S. HIGHWAY 30.
 MO1100'
 MO1100'THE STATION IS CONSTRUCTED OF STEEL, OF TRIANGULAR CONSTRUCTION
 MO1100'AND IS PAINTED ALTERNATELY RED AND WHITE.  IT IS 207 FEET
 MO1100'HIGH.
 MO1100'
 MO1100'THE POINT OF INTERSECTION WAS THE CENTER OF THE TOP.
 MO1100
 MO1100                          STATION RECOVERY (1973)
 MO1100
 MO1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1100'THE SITE OF THE CHEYENNE, RADIO STATION KVWO, MAST 1959 WAS
 MO1100'VISITED AND THE MAST HAS BEEN RELOCATED AT A NEW LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1105 ***********************************************************************
 MO1105  DESIGNATION -  CHEYENNE SPEER MICROWAVE TOWER
 MO1105  PID         -  MO1105
 MO1105  STATE/COUNTY-  WY/LARAMIE
 MO1105  USGS QUAD   -  BORIE (1994)
 MO1105
 MO1105                         *CURRENT SURVEY CONTROL
 MO1105  ___________________________________________________________________
 MO1105* NAD 83(1993)-  41 02 53.59897(N)    104 53 30.37821(W)     ADJUSTED  
 MO1105* NAVD 88     -                                                        
 MO1105  ___________________________________________________________________
 MO1105  LAPLACE CORR-         -11.77  (seconds)                    DEFLEC99
 MO1105  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 MO1105
 MO1105  HORZ ORDER  -  THIRD
 MO1105
 MO1105.The horizontal coordinates were established by classical geodetic methods
 MO1105.and adjusted by the National Geodetic Survey in January 1997..
 MO1105
 MO1105
 MO1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1105
 MO1105.The geoid height was determined by GEOID03.
 MO1105
 MO1105;                    North         East     Units Scale Factor Converg.
 MO1105;SPC WY E     -    60,912.398   223,110.040   MT  0.99994407   +0 10 49.9
 MO1105;SPC CO N     -   495,393.294   965,540.260   MT  1.00005373   +0 23 34.8
 MO1105;SPC CO N     - 1,625,302.83  3,167,776.67   sFT  1.00005373   +0 23 34.8
 MO1105;UTM  13      - 4,544,115.818   509,095.527   MT  0.99960102   +0 04 15.9
 MO1105
 MO1105                          SUPERSEDED SURVEY CONTROL
 MO1105
 MO1105  NAD 83(1993)-  41 02 53.58345(N)    104 53 30.37586(W) AD(       ) 4
 MO1105  NAD 83(1986)-  41 02 53.58234(N)    104 53 30.37061(W) AD(       ) 4
 MO1105  NAD 27      -  41 02 53.64600(N)    104 53 28.49000(W) AD(       ) 3
 MO1105
 MO1105.Superseded values are not recommended for survey control.
 MO1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1105.See file dsdata.txt to determine how the superseded data were derived.
 MO1105
 MO1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0909644116(NAD 83)
 MO1105_MARKER: 45 = MICROWAVE TOWER
 MO1105
 MO1105  HISTORY     - Date     Condition        Report By
 MO1105  HISTORY     - 1959     FIRST OBSERVED   CGS
 MO1105  HISTORY     - 1973     GOOD             NGS
 MO1105
 MO1105                          STATION DESCRIPTION
 MO1105
 MO1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1105'THE STATION IS LOCATED, AIRLINE, ABOUT 6 MILES SOUTHWEST OF
 MO1105'CHEYENNE, AND ABOUT 0.4 MILE NORTH OF U.S. HIGHWAY 87.
 MO1105'
 MO1105'THE STATION IS CONSTRUCTED OF STEEL, HAS A 36 FOOT SQUARE
 MO1105'BASE, ABOUT 190 FEET HIGH AND IS PAINTED ALTERNATELY RED AND
 MO1105'WHITE.  THE POINT OF INTERSECTION WAS THE BLINKING RED LIGHT
 MO1105'AT THE APEX.
 MO1105
 MO1105                          STATION RECOVERY (1973)
 MO1105
 MO1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1105'THE CHEYENNE SPEER MICROWAVE TOWER 1959, WAS VISITED AND RECOVERED
 MO1105'AS DESCRIBED IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1082 ***********************************************************************
 MO1082  DESIGNATION -  CHEYENNE STATE CAPITOL DOME
 MO1082  PID         -  MO1082
 MO1082  STATE/COUNTY-  WY/LARAMIE
 MO1082  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO1082
 MO1082                         *CURRENT SURVEY CONTROL
 MO1082  ___________________________________________________________________
 MO1082* NAD 83(1993)-  41 08 24.95552(N)    104 49 12.77161(W)     ADJUSTED  
 MO1082* NAVD 88     -      1901.     (meters)    6237.     (feet)  VERTCON   
 MO1082  ___________________________________________________________________
 MO1082  LAPLACE CORR-         -10.78  (seconds)                    DEFLEC99
 MO1082  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 MO1082
 MO1082  HORZ ORDER  -  THIRD
 MO1082
 MO1082.The horizontal coordinates were established by classical geodetic methods
 MO1082.and adjusted by the National Geodetic Survey in January 1997..
 MO1082
 MO1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1082
 MO1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1082
 MO1082.The geoid height was determined by GEOID03.
 MO1082
 MO1082;                    North         East     Units Scale Factor Converg.
 MO1082;SPC WY E     -    71,155.163   229,085.155   MT  0.99994791   +0 13 40.6
 MO1082;UTM  13      - 4,554,343.618   515,088.153   MT  0.99960280   +0 07 05.8
 MO1082
 MO1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1082!SPC WY E     -   0.99970444  x   0.99994791  =   0.99965236
 MO1082!UTM  13      -   0.99970444  x   0.99960280  =   0.99930735
 MO1082
 MO1082                          SUPERSEDED SURVEY CONTROL
 MO1082
 MO1082  NAD 83(1986)-  41 08 24.94017(N)    104 49 12.76910(W) AD(       ) 4
 MO1082  NAD 27      -  41 08 25.00800(N)    104 49 10.88400(W) AD(       ) 3
 MO1082  NGVD 29 (07/19/86) 1900.     (m)         6234.     (f) VERT ANG       
 MO1082
 MO1082.Superseded values are not recommended for survey control.
 MO1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1082.See file dsdata.txt to determine how the superseded data were derived.
 MO1082
 MO1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1508854344(NAD 83)
 MO1082_MARKER: 87 = DOME
 MO1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO1082+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003
 MO1082
 MO1082  HISTORY     - Date     Condition        Report By
 MO1082  HISTORY     - 1912     FIRST OBSERVED   CGS
 MO1082  HISTORY     - 1947     GOOD             USGS
 MO1082  HISTORY     - 1958     GOOD             CGS
 MO1082  HISTORY     - 1961     GOOD             CGS
 MO1082  HISTORY     - 1965     GOOD             CGS
 MO1082  HISTORY     - 1973     GOOD             NGS
 MO1082  HISTORY     - 20020803 GOOD             USPSQD
 MO1082  HISTORY     - 20030924 GOOD             USPSQD
 MO1082
 MO1082                          STATION DESCRIPTION
 MO1082
 MO1082'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (GDF)
 MO1082'STATION INTERSECTED.
 MO1082'
 MO1082'STATION MARK--TOP OF SMALL DOME.
 MO1082
 MO1082                          STATION RECOVERY (1958)
 MO1082
 MO1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 MO1082'NO PREVIOUS DESCRIPTION.
 MO1082'
 MO1082'RECOVERED IN GOOD CONDITION.  DESCRIPTION FOLLOWS--
 MO1082'
 MO1082'TOP OF SMALL DOME IN CENTER OF CAPITOL BUILDING.  CAPITOL
 MO1082'BUILDING IS LOCATED APPROXIMATELY IN CENTER OF CHEYENNE, WYOMING.
 MO1082
 MO1082                          STATION RECOVERY (1961)
 MO1082
 MO1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 MO1082'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MO1082
 MO1082                          STATION RECOVERY (1965)
 MO1082
 MO1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 MO1082'RECOVERED AS DESCRIBED BY THE RECOVERY NOTE OF WTJ IN 1958.
 MO1082
 MO1082                          STATION RECOVERY (1973)
 MO1082
 MO1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1082'THE CHEYENNE, STATE CAPITOL DOME 1912, WAS VISITED AND RECOVERED
 MO1082'AS DESCRIBED IN 1958.
 MO1082
 MO1082                          STATION RECOVERY (2002)
 MO1082
 MO1082'RECOVERY NOTE BY US POWER SQUADRON 2002 (MLH)
 MO1082'.
 MO1082
 MO1082                          STATION RECOVERY (2003)
 MO1082
 MO1082'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 MO1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1202 ***********************************************************************
 MO1202  DESIGNATION -  CHEYENNE WEST BASE
 MO1202  PID         -  MO1202
 MO1202  STATE/COUNTY-  WY/LARAMIE
 MO1202  USGS QUAD   -  FEDERAL (1978)
 MO1202
 MO1202                         *CURRENT SURVEY CONTROL
 MO1202  ___________________________________________________________________
 MO1202* NAD 83(1993)-  41 17 56.01362(N)    105 02 18.95777(W)     ADJUSTED  
 MO1202* NAVD 88     -      2075.3    (meters)    6809.     (feet)  VERTCON   
 MO1202  ___________________________________________________________________
 MO1202  LAPLACE CORR-         -14.40  (seconds)                    DEFLEC99
 MO1202  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 MO1202
 MO1202  HORZ ORDER  -  FIRST
 MO1202
 MO1202.The horizontal coordinates were established by classical geodetic methods
 MO1202.and adjusted by the National Geodetic Survey in January 1997..
 MO1202
 MO1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1202
 MO1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1202
 MO1202.The geoid height was determined by GEOID03.
 MO1202
 MO1202;                    North         East     Units Scale Factor Converg.
 MO1202;SPC WY E     -    88,720.969   210,725.473   MT  0.99993892   +0 05 04.3
 MO1202;UTM  13      - 4,571,938.566   496,768.442   MT  0.99960013   -0 01 31.7
 MO1202
 MO1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1202!SPC WY E     -   0.99967688  x   0.99993892  =   0.99961582
 MO1202!UTM  13      -   0.99967688  x   0.99960013  =   0.99927714
 MO1202
 MO1202:                Primary Azimuth Mark                     Grid Az
 MO1202:SPC WY E     -  WHITAKER                                 018 13 09.5
 MO1202:UTM  13      -  WHITAKER                                 018 19 45.5
 MO1202
 MO1202|---------------------------------------------------------------------|
 MO1202| PID    Reference Object                     Distance      Geod. Az  |
 MO1202|                                                           dddmmss.s |
 MO1202| MO1135 WHITAKER                            APPROX.11.7 KM 0181813.8 |
 MO1202| CP9017 CHEYENNE WEST BASE RM 1              18.806 METERS 18729     |
 MO1202| CP9018 CHEYENNE WEST BASE RM 2               9.235 METERS 29127     |
 MO1202|---------------------------------------------------------------------|
 MO1202
 MO1202                          SUPERSEDED SURVEY CONTROL
 MO1202
 MO1202  NAD 83(1986)-  41 17 55.99721(N)    105 02 18.95526(W) AD(       ) 1
 MO1202  NAD 27      -  41 17 56.07500(N)    105 02 17.04900(W) AD(       ) 1
 MO1202  NGVD 29 (07/19/86) 2074.2    (m)         6805.     (f) VERT ANG       
 MO1202
 MO1202.Superseded values are not recommended for survey control.
 MO1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1202.See file dsdata.txt to determine how the superseded data were derived.
 MO1202
 MO1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9676871939(NAD 83)
 MO1202_MARKER: DS = TRIANGULATION STATION DISK
 MO1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1202_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1202
 MO1202  HISTORY     - Date     Condition        Report By
 MO1202  HISTORY     - 1913     MONUMENTED       CGS
 MO1202  HISTORY     - 1954     GOOD             FAS
 MO1202  HISTORY     - 1959     GOOD             CGS
 MO1202  HISTORY     - 1961     GOOD             USGS
 MO1202  HISTORY     - 1970     GOOD             LOCSUR
 MO1202
 MO1202                          STATION DESCRIPTION
 MO1202
 MO1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (CVH)
 MO1202'ABOUT 17 MILES BY ROAD NORTHWEST OF CHEYENNE AND 1/2 MILE
 MO1202'SOUTH OF THE HOUSE OF WILLIAM PELLIS, ON THE HIGHEST PART
 MO1202'OF AN EAST AND WEST RIDGE AND ABOUT 15 METERS SOUTH OF THE
 MO1202'QUARTER SECTION CORNER ON THE LINE BETWEEN SECS. 5 AND
 MO1202'6, T. 15 N., R. 68 W.  THE STATION IS MARKED BY A STANDARD
 MO1202'DISK STATION MARK SET IN A CYLINDER
 MO1202'OF CONCRETE 16 INCHES IN DIAMETER AND 24 INCHES LONG, THE
 MO1202'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 MO1202'UNDERGROUND MARK IS SIMILAR TO THE SURFACE MARK EXCEPT THAT
 MO1202'THE CYLINDER OF CONCRETE IS ONLY 10 INCHES IN DIAMETER AND
 MO1202'10 INCHES LONG.  IT IS 30 INCHES BELOW THE GROUND AND 6
 MO1202'INCHES BELOW THE BOTTOM OF THE SURFACE MARK.  A STANDARD
 MO1202'DISK REFERENCE MARK, SET IN A
 MO1202'CYLINDER OF CONCRETE 12 INCHES IN DIAMETER AND 24 INCHES
 MO1202'LONG, IS ON THE SECTION LINE 18.80 METERS (61.7 FEET) FROM
 MO1202'THE STATION.
 MO1202
 MO1202                          STATION RECOVERY (1954)
 MO1202
 MO1202'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 MO1202'RECOVERED THE SURFACE MARK IN GOOD CONDITION.
 MO1202'
 MO1202'TO REACH THE STATION FROM STATE CAPITOL BUILDING IN CHEYENNE,
 MO1202'0.6 MI. S TO U.S. HIGHWAY 30, TURN RIGHT (W) AND CONTINUE
 MO1202'FOR 4.3 MI. ON U.S. HIGHWAY 30 TO A T-ROAD N (STATE SECONDARY
 MO1202'152), TURN RIGHT (N) ON STATE SECONDARY 152 AND CONTINUE
 MO1202'FOR 1.9 MI. TO A CROSSROAD, CONTINUE STRAIGHT AHEAD (N) FOR
 MO1202'0.2 MI. TO A CROSSROAD, CONTINUE STRAIGHT AHEAD (N) FOR 2.1
 MO1202'MI. TO A CROSSROAD AND RAILROAD CROSSING, CONTINUE FOR 1.1
 MO1202'MI. ON THE MAIN-TRAVELED ROAD TO CHEYENNE HORTICULTURE FIELD
 MO1202'STATION, CONTINUE ON A MAIN-TRAVELED ROAD (N) FOR 3.3 MI.
 MO1202'TO A CROSSROAD, CONTINUE N FOR 3.2 MI. TO A T-ROAD W, TURN
 MO1202'LEFT (W) AND CONTINUE FOR 2.1 MI. TO A T-ROAD S, CONTINUE
 MO1202'W FOR 1.1 MI. TO A CATTLE GUARD, CONTINUE W FOR 5.2 MI. TO
 MO1202'A T-ROAD N, TURN RIGHT (N) AND CONTINUE FOR 1.0 MI.,
 MO1202'ENTER A GATE AND CONTINUE ON A DIM ROAD N-NE FOR 1.1 MI.
 MO1202'TO A WINDMILL, CONTINUE N-NE FOR 0.5 MI. TO THE TOP OF
 MO1202'A RIDGE, TURN RIGHT (E) AND CONTINUE FOR 0.6 MI. TO A
 MO1202'FENCE LINE AND THE STATION.
 MO1202
 MO1202                          STATION RECOVERY (1959)
 MO1202
 MO1202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1202'THE STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED
 MO1202'AND BOTH WERE FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK
 MO1202'WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 MO1202'
 MO1202'THE STATION IS LOCATED, AIRLINE, ABOUT 15 MILES NORTHWEST
 MO1202'OF CHEYENNE, IN OPEN RANGE LAND.
 MO1202'
 MO1202'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN CHEYENNE,
 MO1202'GO NORTHWEST ON CENTRAL AVENUE FOR 0.4 MILE, TURN LEFT ONTO
 MO1202'PERSHING BLVD. AND GO WEST FOR 0.8 MILE TO AN OVERPASS.  TURN
 MO1202'RIGHT ONTO INTERSTATE HIGHWAY 25 AND GO NORTH FOR 4.9 MILES.
 MO1202'TURN LEFT OFF THE HIGHWAY, ONTO SECONDARY STATE HIGHWAY 1100
 MO1202'AND GO WEST FOR 12.2 MILES.  TURN RIGHT OFF THE HIGHWAY AND
 MO1202'GO NORTH ON A TRACK ROAD FOR 1.2 MILES.  TAKE THE LEFT FORK,
 MO1202'STRAIGHT AHEAD FOR 0.9 MILE TO A GATE.  PASS THROUGH THE
 MO1202'GATE AND CONTINUE NORTH FOR 0.65 MILE ON THE TRACK ROAD.
 MO1202'TURN RIGHT OFF THE TRACK ROAD AND GO EASTERLY CROSS COUNTRY
 MO1202'FOR 0.35 MILE TO A NORTH-SOUTH FENCE LINE AND THE STATION.
 MO1202'
 MO1202'THE STATION IS A STANDARD DISK STAMPED CHEYENNE WEST BASE
 MO1202'1913 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 16-INCHES
 MO1202'IN DIAMETER AND IS FLUSH WITH THE GROUND.
 MO1202'
 MO1202'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHEYENNE
 MO1202'WEST BASE NO 1 1913 SET IN TOP OF A CONCRETE CYLINDER WHICH
 MO1202'IS ABOUT 12-INCHES IN DIAMETER, FLUSH WITH THE GROUND AND
 MO1202'THE SAME ELEVATION AS THE STATION.
 MO1202'
 MO1202'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHEYENNE
 MO1202'WEST BASE NO 2 1913 1959 SET IN TOP OF 10-INCH SQUARE
 MO1202'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND IS THE
 MO1202'SAME ELEVATION AS THE STATION.
 MO1202
 MO1202                          STATION RECOVERY (1961)
 MO1202
 MO1202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (GMP)
 MO1202'REVISED TO REACH DESCRIPTION AS FOLLOWS
 MO1202'
 MO1202'TO REACH FROM THE STATE CAPITOL IN CHEYENNE, WYOMING, GO NW. 0.4 MI.
 MO1202'ALONG CENTRAL AVE. TO THE JUNCTION OF PERSHING BOULEVARD, TURN LEFT
 MO1202'(W.) AND CONTINUE 0.8 MI. ALONG PERSHING BOULEVARD TO INTERSTATE
 MO1202'HIGHWAY 25, TURN RIGHT (N.) AND PROCEED ALONG INTERSTATE HIGHWAY 25
 MO1202'5.4 MI. TO THE JUNCTION OF THE IRON MOUNTAIN ROAD (STATE SECONDARY
 MO1202'HIGHWAY 1100), CONTINUE W. ALONG THE IRON MOUNTAIN ROAD 13.3 MI. TO
 MO1202'A CURVE IN RD. AND JUNCTION OF RD. N., TURN RIGHT (N.) AND PROCEED
 MO1202'1.0 MI. ALONG RD. TO A RIGHT ANGLE BEND TO W. ON MAIN TRAVELED RD.
 MO1202'AND JUNCTION OF TRACK RD. NE., CONTINUE NE. ALONG TRACK RD. 0.2 MI.
 MO1202'TO Y-RD. JUNCTION, CONTINUE STRAIGHT AHEAD (NNE.) ALONG LEFT HAND RD.
 MO1202'0.9 MI. TO GATE IN E-W. FENCE, GO THROUGH GATE AND CONTINUE ACROSS
 MO1202'COUNTRY 0.4 MI. TO TOP OF RIDGE, TURN RIGHT AND CONTINUE DOWN RIDGE
 MO1202'0.6 MI. TO FENCE AND STATION.
 MO1202'
 MO1202'STATION MARK--STANDARD USC AND GS STATION DISK, IN CONCRETE CYLINDER,
 MO1202'STAMPED ---CHEYENNE WEST BASE 1913---.
 MO1202'
 MO1202'REFERENCE MARKS--NONE.
 MO1202
 MO1202                          STATION RECOVERY (1970)
 MO1202
 MO1202'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (RLH)
 MO1202'RECOVERED BY R.L. HUDSON, LAND SURVEYOR.
 MO1202'
 MO1202'(STATION) STAMPED AS PER RECORD-FOUND IN GOOD CONDITION
 MO1202'
 MO1202'(R.M. 1)-NOT SEARCHED FOR
 MO1202'
 MO1202'(R.M. 2)-NOT SEARCHED FOR
 MO1202'
 MO1202'STATION IS LOCATED ABOUT 2 FEET WEST OF A NORTH-SOUTH WIRE
 MO1202'FENCE.  GATE DESCRIBED IN RECOVERY NOTE OF 1959 WAS FOUND
 MO1202'LOCKED.
 MO1202'
 MO1202'STATION CAN BE REACHED FROM CHEYENNE EAST BASE BY GOING
 MO1202'WEST, CROSS-COUNTRY, 2.0 MILES TO A DIRT ROAD, TURN RIGHT (N)
 MO1202'ONTO ROAD AND FOLLOW ROAD NORTH, PAST WINDMILL, THEN WEST TO
 MO1202'TOP OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0854 ***********************************************************************
 MR0854  DESIGNATION -  CHICK ET
 MR0854  PID         -  MR0854
 MR0854  STATE/COUNTY-  WY/LINCOLN
 MR0854  USGS QUAD   -  ELKOL SW (1978)
 MR0854
 MR0854                         *CURRENT SURVEY CONTROL
 MR0854  ___________________________________________________________________
 MR0854* NAD 83(1993)-  41 37 16.27628(N)    110 40 25.19511(W)     ADJUSTED  
 MR0854* NAVD 88     -      2292.1    (meters)    7520.     (feet)  VERTCON   
 MR0854  ___________________________________________________________________
 MR0854  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 MR0854  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 MR0854
 MR0854  HORZ ORDER  -  THIRD
 MR0854
 MR0854.The horizontal coordinates were established by classical geodetic methods
 MR0854.and adjusted by the National Geodetic Survey in January 1997..
 MR0854
 MR0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0854
 MR0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0854
 MR0854.The geoid height was determined by GEOID03.
 MR0854
 MR0854;                    North         East     Units Scale Factor Converg.
 MR0854;SPC WY W     -   224,674.166   750,804.513   MT  0.99996727   -0 23 31.6
 MR0854;UTM  12      - 4,607,769.961   527,185.977   MT  0.99960909   +0 13 00.3
 MR0854
 MR0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0854!SPC WY W     -   0.99964289  x   0.99996727  =   0.99961017
 MR0854!UTM  12      -   0.99964289  x   0.99960909  =   0.99925212
 MR0854
 MR0854:                Primary Azimuth Mark                     Grid Az
 MR0854:SPC WY W     -  FOSSIL 2                                 014 40 57.1
 MR0854:UTM  12      -  FOSSIL 2                                 014 04 25.2
 MR0854
 MR0854|---------------------------------------------------------------------|
 MR0854| PID    Reference Object                     Distance      Geod. Az  |
 MR0854|                                                           dddmmss.s |
 MR0854| MR0855 FOSSIL 2                            APPROX.13.0 KM 0141725.5 |
 MR0854|---------------------------------------------------------------------|
 MR0854
 MR0854                          SUPERSEDED SURVEY CONTROL
 MR0854
 MR0854  NAD 83(1986)-  41 37 16.26524(N)    110 40 25.19069(W) AD(       ) 3
 MR0854  NAD 27      -  41 37 16.45142(N)    110 40 22.56153(W) AD(       ) 3
 MR0854  NGVD 29 (07/19/86) 2290.7    (m)         7515.     (f) VERT ANG       
 MR0854
 MR0854.Superseded values are not recommended for survey control.
 MR0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0854.See file dsdata.txt to determine how the superseded data were derived.
 MR0854
 MR0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM2718607770(NAD 83)
 MR0854_MARKER: DD = SURVEY DISK
 MR0854_SETTING: 0 = UNSPECIFIED SETTING
 MR0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0854+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 MR0854
 MR0854  HISTORY     - Date     Condition        Report By
 MR0854  HISTORY     - 1961     MONUMENTED       USGS
 MR0854  HISTORY     - 20051110 GOOD             INDIV
 MR0854
 MR0854                          STATION DESCRIPTION
 MR0854
 MR0854'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 MR0854'LOCATED ON ROUNDED TOP ABOUT 14.0 MI. AIR SW. OF KEMMERER, WYOMING
 MR0854'ABOUT 5.0 MI. AIR W. OF U.S. HIGHWAY 189.
 MR0854'
 MR0854'TO REACH FROM KEMMERER POST OFFICE, GO S. ON U.S. HIGHWAY 189, 12.5
 MR0854'MI. TO GRAVEL CROSSROADS, TURN RIGHT W. FOLLOWING MAIN RD. 4.4 MI. TO
 MR0854'BARN ON LEFT AND TANK ON RIGHT, TURN LEFT OFF MAIN RD. ABOUT 200 FT.
 MR0854'E. OF LARGE BARN AND FOLLOW TRAIL W. ALONG RIDGE 1.8 MI. TO TRAIL FORK
 MR0854'KEEP LEFT, GOING 0.2 MI. TO CROSSTRAIL, TURN LEFT, CONTINUING 0.2 MI.
 MR0854'TO TRAIL FORK IN SADDLE, KEEP RIGHT CONTINUING 0.7 MI. TO TRAIL
 MR0854'CROSSING GRAVEL RIDGE, LEAVE TRAIL AT THIS POINT AND GO LEFT (S.) UP
 MR0854'GRAVEL RIDGE 0.2 MI. TO GRAVEL TOP AND STATION SITE.
 MR0854'
 MR0854'STATION MARK - STANDARD TABLET STAMPED ---E.T. CHICK 1961--- EMBEDDED
 MR0854'IN CONCRETE FILLED IRON PIPE AND SET SOLIDLY IN GRAVEL TOP AND ENCASED
 MR0854'IN CONCRETE.
 MR0854'
 MR0854'REFERENCE MARK - NONE.
 MR0854
 MR0854                          STATION RECOVERY (2005)
 MR0854
 MR0854'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PO)
 MR0854'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1230 ***********************************************************************
 PY1230  DESIGNATION -  CHICKEN
 PY1230  PID         -  PY1230
 PY1230  STATE/COUNTY-  WY/TETON
 PY1230  USGS QUAD   -  MOUNT HANCOCK (1996)
 PY1230
 PY1230                         *CURRENT SURVEY CONTROL
 PY1230  ___________________________________________________________________
 PY1230* NAD 83(1993)-  44 12 41.21980(N)    110 23 24.96922(W)     ADJUSTED  
 PY1230* NAVD 88     -      3011.6    (meters)    9881.     (feet)  VERTCON   
 PY1230  ___________________________________________________________________
 PY1230  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 PY1230  GEOID HEIGHT-          -7.98  (meters)                     GEOID03
 PY1230
 PY1230  HORZ ORDER  -  THIRD
 PY1230
 PY1230.The horizontal coordinates were established by classical geodetic methods
 PY1230.and adjusted by the National Geodetic Survey in January 1997..
 PY1230
 PY1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1230
 PY1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1230
 PY1230.The geoid height was determined by GEOID03.
 PY1230
 PY1230;                    North         East     Units Scale Factor Converg.
 PY1230;SPC WY W     -   512,288.780   775,470.970   MT  0.99994490   -0 12 50.5
 PY1230;UTM  12      - 4,895,539.292   548,710.702   MT  0.99962918   +0 25 30.6
 PY1230
 PY1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1230!SPC WY W     -   0.99952926  x   0.99994490  =   0.99947418
 PY1230!UTM  12      -   0.99952926  x   0.99962918  =   0.99915861
 PY1230
 PY1230:                Primary Azimuth Mark                     Grid Az
 PY1230:SPC WY W     -  HANCOCK                                  199 23 54.7
 PY1230:UTM  12      -  HANCOCK                                  198 45 33.6
 PY1230
 PY1230|---------------------------------------------------------------------|
 PY1230| PID    Reference Object                     Distance      Geod. Az  |
 PY1230|                                                           dddmmss.s |
 PY1230| PY1231 HANCOCK                             APPROX. 6.6 KM 1991104.2 |
 PY1230|---------------------------------------------------------------------|
 PY1230
 PY1230                          SUPERSEDED SURVEY CONTROL
 PY1230
 PY1230  NAD 83(1993)-  44 12 41.21365(N)    110 23 24.96544(W) AD(       ) 3
 PY1230  NAD 83(1986)-  44 12 41.21004(N)    110 23 24.95554(W) AD(       ) 3
 PY1230  NAD 27      -  44 12 41.41572(N)    110 23 22.22710(W) AD(       ) 3
 PY1230  NGVD 29 (07/19/86) 3010.2    (m)         9876.     (f) VERT ANG       
 PY1230
 PY1230.Superseded values are not recommended for survey control.
 PY1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1230.See file dsdata.txt to determine how the superseded data were derived.
 PY1230
 PY1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP4871195539(NAD 83)
 PY1230_MARKER: DD = SURVEY DISK
 PY1230_SETTING: 0 = UNSPECIFIED SETTING
 PY1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1230
 PY1230  HISTORY     - Date     Condition        Report By
 PY1230  HISTORY     - 1955     MONUMENTED       USGS
 PY1230
 PY1230                          STATION DESCRIPTION
 PY1230
 PY1230'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1230'STATION LOCATED ABOUT 15 MI. (AIRLINE) ENE. OF S. ENTRANCE TO
 PY1230'YELLOWSTONE PARK AND ABOUT 4 MI. (AIRLINE) SE. OF THE OUTLET OF HEART
 PY1230'LAKE, ON THE FIRST TOP S. OF THE HIGHEST POINT ON THE CHICKEN RIDGE.
 PY1230'
 PY1230'TO REACH STATION FROM S. ENTRANCE, TAKE SNAKE RIVER TRAIL ABOUT 8 MI.
 PY1230'TO JUNCTION WITH TRAIL TO HEART LAKE, TAKE HEART LAKE TRAIL ABOUT 6
 PY1230'MI. MORE UP SNAKE RIVER TO JUNCTION WITH TRAIL UP BASIN CREEK,
 PY1230'CONTINUE ON SNAKE RIVER TRAIL ABOUT 4 MI. MORE TO BURN AREA ON LEFT.
 PY1230'PROCEED UP N. EDGE OF BURN AREA TO BARE RIDGE, THEN UP BARE RIDGE TO
 PY1230'FIRST HIGH TOP S. OF HIGHEST POINT ON RIDGE AND STATION.
 PY1230'
 PY1230'STATION MARK--STANDARD TABLET, IN PIPE PROJECTING 1 FT. ABOVE GROUND,
 PY1230'AND STAMPED ---CHICKEN 1955---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0859 ***********************************************************************
 MR0859  DESIGNATION -  CHIMNEY
 MR0859  PID         -  MR0859
 MR0859  STATE/COUNTY-  WY/UINTA
 MR0859  USGS QUAD   -  SAWTOOTH MOUNTAIN (1978)
 MR0859
 MR0859                         *CURRENT SURVEY CONTROL
 MR0859  ___________________________________________________________________
 MR0859* NAD 83(1993)-  41 31 48.37121(N)    110 53 19.20887(W)     ADJUSTED  
 MR0859* NAVD 88     -      2500.     (meters)    8202.     (feet)  SCALED    
 MR0859  ___________________________________________________________________
 MR0859  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 MR0859  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 MR0859
 MR0859  HORZ ORDER  -  SECOND
 MR0859
 MR0859.The horizontal coordinates were established by classical geodetic methods
 MR0859.and adjusted by the National Geodetic Survey in January 1997..
 MR0859
 MR0859.The orthometric height was scaled from a topographic map.
 MR0859
 MR0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0859
 MR0859.The geoid height was determined by GEOID03.
 MR0859
 MR0859;                    North         East     Units Scale Factor Converg.
 MR0859;SPC WY W     -   214,703.300   732,792.623   MT  0.99999307   -0 32 02.3
 MR0859;SPC UT N     - 1,133,082.558   551,018.123   MT  0.99996870   +0 24 11.1
 MR0859;UTM  12      - 4,597,612.236   509,287.679   MT  0.99960106   +0 04 25.7
 MR0859
 MR0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0859!SPC WY W     -   0.99961026  x   0.99999307  =   0.99960333
 MR0859!SPC UT N     -   0.99961026  x   0.99996870  =   0.99957897
 MR0859!UTM  12      -   0.99961026  x   0.99960106  =   0.99921147
 MR0859
 MR0859:                Primary Azimuth Mark                     Grid Az
 MR0859:SPC WY W     -  MEDICINE BUTTE                           185 12 24.5
 MR0859:SPC UT N     -  MEDICINE BUTTE                           184 16 11.1
 MR0859:UTM  12      -  MEDICINE BUTTE                           184 35 56.5
 MR0859
 MR0859|---------------------------------------------------------------------|
 MR0859| PID    Reference Object                     Distance      Geod. Az  |
 MR0859|                                                           dddmmss.s |
 MR0859| MR0823 MEDICINE BUTTE                      APPROX.19.8 KM 1844022.2 |
 MR0859|---------------------------------------------------------------------|
 MR0859
 MR0859                          SUPERSEDED SURVEY CONTROL
 MR0859
 MR0859  NAD 83(1986)-  41 31 48.35815(N)    110 53 19.20117(W) AD(       ) 2
 MR0859  NAD 27      -  41 31 48.55270(N)    110 53 16.54600(W) AD(       ) 2
 MR0859
 MR0859.Superseded values are not recommended for survey control.
 MR0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0859.See file dsdata.txt to determine how the superseded data were derived.
 MR0859
 MR0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0928897612(NAD 83)
 MR0859_MARKER: DD = SURVEY DISK
 MR0859_SETTING: 66 = SET IN ROCK OUTCROP
 MR0859_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MR0859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0859+STABILITY: POSITION/ELEVATION WELL
 MR0859
 MR0859  HISTORY     - Date     Condition        Report By
 MR0859  HISTORY     - UNK      MONUMENTED       USGS
 MR0859  HISTORY     - 1962     GOOD             NGS
 MR0859  HISTORY     - 1962     GOOD             USGS
 MR0859  HISTORY     - 1989     MARK NOT FOUND   BLM
 MR0859
 MR0859                          STATION DESCRIPTION
 MR0859
 MR0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 MR0859'RECOVERED.
 MR0859'
 MR0859'STATION MARK--AN ALUMINUM TABLET, CEMENTED IN SOLID ROCK.
 MR0859
 MR0859                          STATION RECOVERY (1962)
 MR0859
 MR0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (JCC)
 MR0859'STATION IS ON THE HIGHEST POINT OF A FLAT TOPPED BUTTE, ALONG
 MR0859'THE TOP OF THE DIVIDE BETWEEN THE BEAR RIVER AND LITTLE MUDDY
 MR0859'CREEK.  ABOUT 14 MILES EAST OF WOODRUFF, 15 MILES WEST OF U.S.
 MR0859'HIGHWAY 189 AND 26 MILES SOUTHWEST OF KEMMERER.
 MR0859'
 MR0859'THE MARK IS A U.S. GEOLOGICAL SURVEY DISK, UNSTAMPED, CEMENTED
 MR0859'IN A DRILL HOLE IN OUTCROPPING BEDROCK 1 INCH BELOW THE SURFACE
 MR0859'OF THE GROUND.  IT IS 8 FEET NORTHEAST OF A 6 FOOT HIGH CAIRN
 MR0859'AND ON THE HIGHEST PART OF THE BUTTE.
 MR0859'
 MR0859'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DIVIDE
 MR0859'THE DISTANCE BEING 8.03 FEET OR 2.447 METERS NORTH-NORTHEAST.
 MR0859
 MR0859                          STATION RECOVERY (1989)
 MR0859
 MR0859'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1989 (DP)
 MR0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1274 ***********************************************************************
 MO1274  DESIGNATION -  CHIMNEY
 MO1274  PID         -  MO1274
 MO1274  STATE/COUNTY-  WY/ALBANY
 MO1274  USGS QUAD   -  DOWNEY LAKES (1978)
 MO1274
 MO1274                         *CURRENT SURVEY CONTROL
 MO1274  ___________________________________________________________________
 MO1274* NAD 83(1993)-  41 01 09.87216(N)    105 45 49.64449(W)     ADJUSTED  
 MO1274* NAVD 88     -      2409.7    (meters)    7906.     (feet)  VERTCON   
 MO1274  ___________________________________________________________________
 MO1274  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 MO1274  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 MO1274
 MO1274  HORZ ORDER  -  SECOND
 MO1274
 MO1274.The horizontal coordinates were established by classical geodetic methods
 MO1274.and adjusted by the National Geodetic Survey in January 1997..
 MO1274
 MO1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1274
 MO1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1274
 MO1274.The geoid height was determined by GEOID03.
 MO1274
 MO1274;                    North         East     Units Scale Factor Converg.
 MO1274;SPC WY E     -    57,848.136   149,778.658   MT  0.99996853   -0 23 30.9
 MO1274;SPC CO N     -   492,050.939   892,213.302   MT  1.00004684   -0 10 13.6
 MO1274;SPC CO N     - 1,614,337.12  2,927,203.14   sFT  1.00004684   -0 10 13.6
 MO1274;UTM  13      - 4,541,192.572   435,782.660   MT  0.99965075   -0 30 04.7
 MO1274
 MO1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1274!SPC WY E     -   0.99962392  x   0.99996853  =   0.99959246
 MO1274!SPC CO N     -   0.99962392  x   1.00004684  =   0.99967074
 MO1274!UTM  13      -   0.99962392  x   0.99965075  =   0.99927480
 MO1274
 MO1274:                Primary Azimuth Mark                     Grid Az
 MO1274:SPC WY E     -  CHIMNEY AZ MK                            048 45 33.7
 MO1274:SPC CO N     -  CHIMNEY AZ MK                            048 32 16.4
 MO1274:UTM  13      -  CHIMNEY AZ MK                            048 52 07.5
 MO1274
 MO1274|---------------------------------------------------------------------|
 MO1274| PID    Reference Object                     Distance      Geod. Az  |
 MO1274|                                                           dddmmss.s |
 MO1274| CP9019 CHIMNEY AZ MK                                      0482202.8 |
 MO1274| CP9020 CHIMNEY RM 1                         12.841 METERS 09117     |
 MO1274| CP9021 CHIMNEY RM 2                         16.516 METERS 16420     |
 MO1274|---------------------------------------------------------------------|
 MO1274
 MO1274                          SUPERSEDED SURVEY CONTROL
 MO1274
 MO1274  NAD 83(1993)-  41 01 09.86378(N)    105 45 49.64726(W) AD(       ) 2
 MO1274  NAD 83(1986)-  41 01 09.86403(N)    105 45 49.64585(W) AD(       ) 2
 MO1274  NAD 27      -  41 01 09.94400(N)    105 45 47.65800(W) AD(       ) 2
 MO1274  NGVD 29 (07/19/86) 2408.5    (m)         7902.     (f) VERT ANG       
 MO1274
 MO1274.Superseded values are not recommended for survey control.
 MO1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1274.See file dsdata.txt to determine how the superseded data were derived.
 MO1274
 MO1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF3578341193(NAD 83)
 MO1274_MARKER: DS = TRIANGULATION STATION DISK
 MO1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1274
 MO1274  HISTORY     - Date     Condition        Report By
 MO1274  HISTORY     - 1949     MONUMENTED       CGS
 MO1274  HISTORY     - 1954     GOOD             FAS
 MO1274
 MO1274                          STATION DESCRIPTION
 MO1274
 MO1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MO1274'THE STATION IS LOCATED ABOUT 0.5 MILE AIR LINE NORTH OF THE
 MO1274'COLORADO-WYOMING STATE LINE, ABOUT 1.0 MILE AIR LINE NORTH OF
 MO1274'CHIMNEY ROCK AND ABOUT 0.5 MILE AIR LINE WEST OF SAND CREEK
 MO1274'ON A SMALL RIDGE THAT DROPS OFF SHARPLY TO THE EAST AND
 MO1274'SLOPES GRADUALLY TO THE WEST.  THE STATION MARK IS SET 8 FEET
 MO1274'SOUTH OF A WHITE WITNESS POST, PROJECTS 4 INCHES AND IS STAMPED,
 MO1274'CHIMNEY 1949.
 MO1274'
 MO1274'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 FEET LOWER THAN THE
 MO1274'STATION, SET FLUSH IN THE RIM ROCK BORDERING THE EAST EDGE
 MO1274'OF THE RIDGE AND IS STAMPED, CHIMNEY NO 1 1949.
 MO1274'
 MO1274'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 FEET LOWER THAN THE
 MO1274'STATION, SET FLUSH IN THE RIM ROCK BORDERING THE EAST EDGE OF
 MO1274'THE RIDGE AND IS STAMPED, CHIMNEY NO 2 1949.
 MO1274'
 MO1274'THE AZIMUTH MARK IS LOCATED ABOUT 12 PACES WEST-NORTHWEST
 MO1274'OF A BLADED ROAD, 2 FEET SOUTHWEST OF A WHITE WITNESS POST,
 MO1274'PROJECTS 4 INCHES AND IS STAMPED, CHIMNEY 1949.
 MO1274'
 MO1274'TO REACH THE STATION FROM THE POST OFFICE IN LARAMIE, GO SOUTH
 MO1274'ON U.S. HIGHWAY 287 FOR 3.2 MILES TO THE MONOLITH CEMENT PLANT
 MO1274'ON THE RIGHT, WEST.  TURN RIGHT, CROSS THE RAILROAD TRACKS, THEN
 MO1274'TURN LEFT AND FOLLOW THE GRAVELED ROAD FOR 0.4 MILE TO A CATTLE
 MO1274'GUARD. CONTINUE SOUTHWESTERLY ON THE MAIN ROAD FOR 12.1 MILES TO A
 MO1274'FORK AND SIGN, WOODEN SHOE RANCH.  TAKE THE LEFT FORK FOR 4.1 MILES
 MO1274'TO A CATTLEGUARD AND A T-INTERSECTION.  TURN RIGHT FOR 0.5
 MO1274'MILE TO A FORK.  TAKE THE LEFT FORK FOR 2.65 MILES TO THE
 MO1274'AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.  CONTINUE ON
 MO1274'THE MAIN ROAD FOR 0.05 MILE TO A TRACK ROAD RIGHT, WEST.  TURN
 MO1274'RIGHT ON THE TRACK ROAD FOR 1.2 MILES TO THE PLACE WHERE THE
 MO1274'ROAD COMES ONTO LEVEL GROUND AGAIN.  TURN LEFT, SOUTH, AND
 MO1274'FOLLOW AN OLD FENCE LINE UPHILL FOR 0.4 MILE TO THE STATION
 MO1274'AS DESCRIBED ABOVE.  A DRIVE STATION.
 MO1274
 MO1274                          STATION RECOVERY (1954)
 MO1274
 MO1274'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 MO1274'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0278 ***********************************************************************
 MQ0278  DESIGNATION -  CHISELED CROSS
 MQ0278  PID         -  MQ0278
 MQ0278  STATE/COUNTY-  WY/SWEETWATER
 MQ0278  USGS QUAD   -  GRANGER (1980)
 MQ0278
 MQ0278                         *CURRENT SURVEY CONTROL
 MQ0278  ___________________________________________________________________
 MQ0278* NAD 83(1986)-  41 35 36.     (N)    109 58 07.     (W)     SCALED    
 MQ0278* NAVD 88     -      1912.112  (meters)    6273.32   (feet)  ADJUSTED  
 MQ0278  ___________________________________________________________________
 MQ0278  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MQ0278  DYNAMIC HT  -        1910.477 (meters)    6267.96  (feet)  COMP
 MQ0278  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 MQ0278
 MQ0278  VERT ORDER  -  FIRST     CLASS II
 MQ0278
 MQ0278.The horizontal coordinates were scaled from a topographic map and have
 MQ0278.an estimated accuracy of +/- 6 seconds.
 MQ0278
 MQ0278.The orthometric height was determined by differential leveling
 MQ0278.and adjusted by the National Geodetic Survey in June 1991..
 MQ0278
 MQ0278.The geoid height was determined by GEOID03.
 MQ0278
 MQ0278.The dynamic height is computed by dividing the NAVD 88
 MQ0278.geopotential number by the normal gravity value computed on the
 MQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0278.degrees latitude (g = 980.6199 gals.).
 MQ0278
 MQ0278.The modeled gravity was interpolated from observed gravity values.
 MQ0278
 MQ0278;                    North         East    Units  Estimated Accuracy
 MQ0278;SPC WYWC     -   122,130.      498,400.      MT  (+/- 180 meters Scaled)
 MQ0278
 MQ0278                          SUPERSEDED SURVEY CONTROL
 MQ0278
 MQ0278  NGVD 29 (??/??/92) 1910.803  (m)         6269.03   (f) ADJ UNCH    1 2
 MQ0278
 MQ0278.Superseded values are not recommended for survey control.
 MQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0278.See file dsdata.txt to determine how the superseded data were derived.
 MQ0278
 MQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM859051(NAD 83)
 MQ0278_MARKER: X = CHISELED CROSS
 MQ0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0278_SP_SET: FOUNDATION
 MQ0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0278
 MQ0278  HISTORY     - Date     Condition        Report By
 MQ0278  HISTORY     - UNK      MONUMENTED       UPRR
 MQ0278  HISTORY     - 1958     GOOD             NGS
 MQ0278  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0278
 MQ0278                          STATION DESCRIPTION
 MQ0278
 MQ0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0278'IN GRANGER.
 MQ0278'AT GRANGER, 5 1/2 RAILS SOUTHWEST OF THE SOUTHWEST END OF THE UNION
 MQ0278'PACIFIC RAILROAD STATION, 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL, A
 MQ0278'CHISELED SQUARE ON THE NORTH CORNER OF THE NORTH CONCRETE FOUNDATION
 MQ0278'OF THE RAILROAD WATER TOWER, AND ABOUT 3 FEET BELOW THE TRACKS.
 MQ0278
 MQ0278                          STATION RECOVERY (1983)
 MQ0278
 MQ0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0278'THE WATER TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0903 ***********************************************************************
 PY0903  DESIGNATION -  CHISELED CROSS
 PY0903  PID         -  PY0903
 PY0903  STATE/COUNTY-  WY/PARK
 PY0903  USGS QUAD   -  LAKE (1986)
 PY0903
 PY0903                         *CURRENT SURVEY CONTROL
 PY0903  ___________________________________________________________________
 PY0903* NAD 83(1986)-  44 37 21.     (N)    110 29 49.     (W)     SCALED    
 PY0903* NAVD 88     -      2379.015  (meters)    7805.15   (feet)  ADJUSTED  
 PY0903  ___________________________________________________________________
 PY0903  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 PY0903  DYNAMIC HT  -        2377.437 (meters)    7799.97  (feet)  COMP
 PY0903  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 PY0903
 PY0903  VERT ORDER  -  FIRST     CLASS II
 PY0903
 PY0903.The horizontal coordinates were scaled from a topographic map and have
 PY0903.an estimated accuracy of +/- 6 seconds.
 PY0903
 PY0903.The orthometric height was determined by differential leveling
 PY0903.and adjusted by the National Geodetic Survey in June 1991..
 PY0903
 PY0903.The geoid height was determined by GEOID03.
 PY0903
 PY0903.The dynamic height is computed by dividing the NAVD 88
 PY0903.geopotential number by the normal gravity value computed on the
 PY0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0903.degrees latitude (g = 980.6199 gals.).
 PY0903
 PY0903.The modeled gravity was interpolated from observed gravity values.
 PY0903
 PY0903;                    North         East    Units  Estimated Accuracy
 PY0903;SPC WYWC     -   459,400.      461,370.      MT  (+/- 180 meters Scaled)
 PY0903
 PY0903                          SUPERSEDED SURVEY CONTROL
 PY0903
 PY0903  NGVD 29 (08/20/92) 2377.618  (m)         7800.57   (f) ADJUSTED    1 2
 PY0903
 PY0903.Superseded values are not recommended for survey control.
 PY0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0903.See file dsdata.txt to determine how the superseded data were derived.
 PY0903
 PY0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ399411(NAD 83)
 PY0903_MARKER: X = CHISELED CROSS
 PY0903_SETTING: 80 = SET IN A BOULDER
 PY0903_SP_SET: BOULDER
 PY0903_MARK LOGO: NGS   
 PY0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0903+STABILITY: SURFACE MOTION
 PY0903
 PY0903  HISTORY     - Date     Condition        Report By
 PY0903  HISTORY     - 1987     MONUMENTED       NGS
 PY0903
 PY0903                          STATION DESCRIPTION
 PY0903
 PY0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0903'14.8 KM (9.20 MI) SOUTH FROM CANYON JUNCTION.
 PY0903'10.9 KM (6.75 MI) SOUTH ALONG THE MAIN ROAD FROM CANYON JUNCTION,
 PY0903'THENCE 3.9 KM (2.40 MI) WESTERLY ALONG TROUT CREEK TRAIL (OLD FIRE
 PY0903'ROAD TO MARY LAKE), A CHISLED CROSS VERTICAL IN THE SOUTHWEST FACE OF
 PY0903'A 3 X 4 FOOT BOULDER THAT PROJECTS 3-1/2 FEET, NEAR THE SOUTH EDGE OF
 PY0903'AN OLD GRAVEL PIT AND APPOXIMATELY 50 YARDS NORTH OF THE TRAIL
 PY0903'CENTER.
 PY0903'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0003 ***********************************************************************
 MR0003  DESIGNATION -  CHISELED SQUARE
 MR0003  PID         -  MR0003
 MR0003  STATE/COUNTY-  WY/SWEETWATER
 MR0003  USGS QUAD   -  VERNE (1969)
 MR0003
 MR0003                         *CURRENT SURVEY CONTROL
 MR0003  ___________________________________________________________________
 MR0003* NAD 83(1986)-  41 34 23.     (N)    110 01 55.     (W)     SCALED    
 MR0003* NAVD 88     -      1924.675  (meters)    6314.54   (feet)  ADJUSTED  
 MR0003  ___________________________________________________________________
 MR0003  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 MR0003  DYNAMIC HT  -        1923.024 (meters)    6309.12  (feet)  COMP
 MR0003  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 MR0003
 MR0003  VERT ORDER  -  FIRST     CLASS II
 MR0003
 MR0003.The horizontal coordinates were scaled from a topographic map and have
 MR0003.an estimated accuracy of +/- 6 seconds.
 MR0003
 MR0003.The orthometric height was determined by differential leveling
 MR0003.and adjusted by the National Geodetic Survey in June 1991..
 MR0003
 MR0003.The geoid height was determined by GEOID03.
 MR0003
 MR0003.The dynamic height is computed by dividing the NAVD 88
 MR0003.geopotential number by the normal gravity value computed on the
 MR0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0003.degrees latitude (g = 980.6199 gals.).
 MR0003
 MR0003.The modeled gravity was interpolated from observed gravity values.
 MR0003
 MR0003;                    North         East    Units  Estimated Accuracy
 MR0003;SPC WYWC     -   119,950.      493,090.      MT  (+/- 180 meters Scaled)
 MR0003
 MR0003                          SUPERSEDED SURVEY CONTROL
 MR0003
 MR0003  NGVD 29 (??/??/92) 1923.36   (m)         6310.2    (f) COMPUTED    1 2
 MR0003
 MR0003.Superseded values are not recommended for survey control.
 MR0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0003.See file dsdata.txt to determine how the superseded data were derived.
 MR0003
 MR0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM807028(NAD 83)
 MR0003_MARKER: Q = CHISELED SQUARE
 MR0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0003_SP_SET: ABUTMENT
 MR0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0003
 MR0003  HISTORY     - Date     Condition        Report By
 MR0003  HISTORY     - UNK      MONUMENTED       UPRR
 MR0003  HISTORY     - 1958     GOOD             NGS
 MR0003  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0003
 MR0003                          STATION DESCRIPTION
 MR0003
 MR0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0003'3.65 MI SW FROM GRANGER.
 MR0003'ABOUT 3.65 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0003'STATION AT GRANGER, 7 1/2 POLES NORTHEAST OF MILEPOST 851, A CHISELED
 MR0003'SQUARE IN THE TOP OF THE NORTH CORNER OF THE NORTHEAST CONCRETE
 MR0003'ABUTMENT OF BRIDGE NUMBER 850.82, 6 FEET NORTHWEST OF THE NORTHWEST
 MR0003'RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 MR0003
 MR0003                          STATION RECOVERY (1983)
 MR0003
 MR0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0205 ***********************************************************************
 MO0205  DESIGNATION -  CHISELED SQUARE
 MO0205  PID         -  MO0205
 MO0205  STATE/COUNTY-  WY/LARAMIE
 MO0205  USGS QUAD   -  ARCHER (1978)
 MO0205
 MO0205                         *CURRENT SURVEY CONTROL
 MO0205  ___________________________________________________________________
 MO0205* NAD 83(1986)-  41 08 19.     (N)    104 43 27.     (W)     SCALED    
 MO0205* NAVD 88     -      1814.223  (meters)    5952.16   (feet)  ADJUSTED  
 MO0205  ___________________________________________________________________
 MO0205  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 MO0205  DYNAMIC HT  -        1812.642 (meters)    5946.98  (feet)  COMP
 MO0205  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 MO0205
 MO0205  VERT ORDER  -  SECOND    CLASS 0
 MO0205
 MO0205.The horizontal coordinates were scaled from a topographic map and have
 MO0205.an estimated accuracy of +/- 6 seconds.
 MO0205
 MO0205.The orthometric height was determined by differential leveling
 MO0205.and adjusted by the National Geodetic Survey in June 1991..
 MO0205
 MO0205.The geoid height was determined by GEOID03.
 MO0205
 MO0205.The dynamic height is computed by dividing the NAVD 88
 MO0205.geopotential number by the normal gravity value computed on the
 MO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0205.degrees latitude (g = 980.6199 gals.).
 MO0205
 MO0205.The modeled gravity was interpolated from observed gravity values.
 MO0205
 MO0205;                    North         East    Units  Estimated Accuracy
 MO0205;SPC WY E     -    71,010.      237,150.      MT  (+/- 180 meters Scaled)
 MO0205
 MO0205                          SUPERSEDED SURVEY CONTROL
 MO0205
 MO0205  NGVD 29 (??/??/92) 1813.20   (m)         5948.8    (f) COMPUTED    2 0
 MO0205
 MO0205.Superseded values are not recommended for survey control.
 MO0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0205.See file dsdata.txt to determine how the superseded data were derived.
 MO0205
 MO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF231541(NAD 83)
 MO0205_MARKER: Q = CHISELED SQUARE
 MO0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0205_SP_SET: CONCRETE BASE
 MO0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0205
 MO0205  HISTORY     - Date     Condition        Report By
 MO0205  HISTORY     - UNK      MONUMENTED       CGS
 MO0205  HISTORY     - 1938     GOOD             NGS
 MO0205
 MO0205                          STATION DESCRIPTION
 MO0205
 MO0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MO0205'4.7 MI E FROM CHEYENNE.
 MO0205'4.7 MILES E ALONG THE UNION PACIFIC RR FROM THE STATION AT
 MO0205'CHEYENNE, LARAMIE COUNTY, AT A BLOCK SIGNAL TOWER, ON THE TOP
 MO0205'OF THE NE CORNER OF THE CONCRETE BASE, AND 10 FEET S OF THE
 MO0205'CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0909 ***********************************************************************
 PY0909  DESIGNATION -  CHISELED SQUARE
 PY0909  PID         -  PY0909
 PY0909  STATE/COUNTY-  WY/PARK
 PY0909  USGS QUAD   -  BEACH LAKE (1986)
 PY0909
 PY0909                         *CURRENT SURVEY CONTROL
 PY0909  ___________________________________________________________________
 PY0909* NAD 83(1986)-  44 36 51.     (N)    110 35 40.     (W)     SCALED    
 PY0909* NAVD 88     -      2458.201  (meters)    8064.95   (feet)  ADJUSTED  
 PY0909  ___________________________________________________________________
 PY0909  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 PY0909  DYNAMIC HT  -        2456.565 (meters)    8059.58  (feet)  COMP
 PY0909  MODELED GRAV-     979,863.4   (mgal)                       NAVD 88
 PY0909
 PY0909  VERT ORDER  -  FIRST     CLASS II
 PY0909
 PY0909.The horizontal coordinates were scaled from a topographic map and have
 PY0909.an estimated accuracy of +/- 6 seconds.
 PY0909
 PY0909.The orthometric height was determined by differential leveling
 PY0909.and adjusted by the National Geodetic Survey in June 1991..
 PY0909
 PY0909.The geoid height was determined by GEOID03.
 PY0909
 PY0909.The dynamic height is computed by dividing the NAVD 88
 PY0909.geopotential number by the normal gravity value computed on the
 PY0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0909.degrees latitude (g = 980.6199 gals.).
 PY0909
 PY0909.The modeled gravity was interpolated from observed gravity values.
 PY0909
 PY0909;                    North         East    Units  Estimated Accuracy
 PY0909;SPC WYWC     -   458,650.      453,610.      MT  (+/- 180 meters Scaled)
 PY0909
 PY0909                          SUPERSEDED SURVEY CONTROL
 PY0909
 PY0909  NGVD 29 (08/20/92) 2456.805  (m)         8060.37   (f) ADJUSTED    1 2
 PY0909
 PY0909.Superseded values are not recommended for survey control.
 PY0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0909.See file dsdata.txt to determine how the superseded data were derived.
 PY0909
 PY0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ321401(NAD 83)
 PY0909_MARKER: Q = CHISELED SQUARE
 PY0909_SETTING: 80 = SET IN A BOULDER
 PY0909_SP_SET: BOULDER
 PY0909_MARK LOGO: USGS  
 PY0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0909+STABILITY: SURFACE MOTION
 PY0909
 PY0909  HISTORY     - Date     Condition        Report By
 PY0909  HISTORY     - 1955     MONUMENTED       USGS
 PY0909  HISTORY     - 1987     POOR             NGS
 PY0909
 PY0909                          STATION DESCRIPTION
 PY0909
 PY0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0909'24.0 KM (14.90 MI) SW FROM CANYON JUNCTION.
 PY0909'10.9 KM (6.75 MI) SOUTH ALONG THE MAIN ROAD FROM CANYON JUNCTION,
 PY0909'THENCE 14.2 KM (8.80 MI) WESTERLY ALONG TROUT CREEK TRAIL (OLD FIRE
 PY0909'ROAD TO MARY LAKE), A CHISELED SQUARE IN THE TOP OF A 5 X 6 FOOT
 PY0909'BOULDER THAT PROJECTS 3-1/2 FEET, NEAR THE EASTERN EDGE OF A LARGE
 PY0909'OPEN PARK AREA,AND 0.5 M (1.6 FT) WEST OF BENCH MARK A 365.
 PY0909'THE MARK IS 0.9 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0686 ***********************************************************************
 NQ0686  DESIGNATION -  CHRIS
 NQ0686  PID         -  NQ0686
 NQ0686  STATE/COUNTY-  WY/GOSHEN
 NQ0686  USGS QUAD   -  TEA KETTLE ROCK (1990)
 NQ0686
 NQ0686                         *CURRENT SURVEY CONTROL
 NQ0686  ___________________________________________________________________
 NQ0686* NAD 83(1993)-  42 10 58.58482(N)    104 14 04.10970(W)     ADJUSTED  
 NQ0686* NAVD 88     -      1384.5    (meters)    4542.     (feet)  VERTCON   
 NQ0686  ___________________________________________________________________
 NQ0686  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 NQ0686  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 NQ0686
 NQ0686  HORZ ORDER  -  THIRD
 NQ0686
 NQ0686.The horizontal coordinates were established by classical geodetic methods
 NQ0686.and adjusted by the National Geodetic Survey in January 1997..
 NQ0686
 NQ0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0686
 NQ0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0686
 NQ0686.The geoid height was determined by GEOID03.
 NQ0686
 NQ0686;                    North         East     Units Scale Factor Converg.
 NQ0686;SPC WY E     -   187,317.219   277,006.714   MT  1.00001044   +0 37 33.6
 NQ0686;UTM  13      - 4,670,371.791   563,217.240   MT  0.99964917   +0 30 50.6
 NQ0686
 NQ0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0686!SPC WY E     -   0.99978558  x   1.00001044  =   0.99979602
 NQ0686!UTM  13      -   0.99978558  x   0.99964917  =   0.99943483
 NQ0686
 NQ0686:                Primary Azimuth Mark                     Grid Az
 NQ0686:SPC WY E     -  ET 1 GT                                  198 22 01.6
 NQ0686:UTM  13      -  ET 1 GT                                  198 28 44.6
 NQ0686
 NQ0686|---------------------------------------------------------------------|
 NQ0686| PID    Reference Object                     Distance      Geod. Az  |
 NQ0686|                                                           dddmmss.s |
 NQ0686| NQ0687 ET 1 GT                             APPROX. 7.7 KM 1985935.2 |
 NQ0686|---------------------------------------------------------------------|
 NQ0686
 NQ0686                          SUPERSEDED SURVEY CONTROL
 NQ0686
 NQ0686  NAD 83(1986)-  42 10 58.56265(N)    104 14 04.11876(W) AD(       ) 3
 NQ0686  NGVD 29 (09/11/89) 1383.7    (m)         4540.     (f) VERT ANG       
 NQ0686
 NQ0686.Superseded values are not recommended for survey control.
 NQ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0686.See file dsdata.txt to determine how the superseded data were derived.
 NQ0686
 NQ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6321770372(NAD 83)
 NQ0686_MARKER: DS = TRIANGULATION STATION DISK
 NQ0686_SETTING: 0 = UNSPECIFIED SETTING
 NQ0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0686
 NQ0686  HISTORY     - Date     Condition        Report By
 NQ0686  HISTORY     - 1963     MONUMENTED       USGS
 NQ0686
 NQ0686                          STATION DESCRIPTION
 NQ0686
 NQ0686'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NQ0686'STATION LOCATED ABOUT 8.0 MI. N. AND 2.5 MI. W. OF TORRINGTON, GOSHEN
 NQ0686'CO., WYOMING, ABOUT 3.0 MI. N. AND 6.0 MI. E. OF LINGLE, WYOMING.  IN
 NQ0686'SECTION 31, T 26 N, R 61 W, ABOUT 1.3 MI. N. OF THE J. C. CHRISTENSEN
 NQ0686'RANCH BUILDINGS, ON THE WESTERN POINT OF A PROMINENT RIDGE IN THIS
 NQ0686'VICINITY.
 NQ0686'
 NQ0686'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 NQ0686'ABOUT 0.3 FT., STAMPED---CHRIS-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0744 ***********************************************************************
 MR0744  DESIGNATION -  CHRISMAN
 MR0744  PID         -  MR0744
 MR0744  STATE/COUNTY-  WY/LINCOLN
 MR0744  USGS QUAD   -  COW HOLLOW CREEK (1969)
 MR0744
 MR0744                         *CURRENT SURVEY CONTROL
 MR0744  ___________________________________________________________________
 MR0744* NAD 83(1993)-  41 47 15.04915(N)    110 13 21.50585(W)     ADJUSTED  
 MR0744* NAVD 88     -      2028.3    (meters)    6655.     (feet)  VERTCON   
 MR0744  ___________________________________________________________________
 MR0744  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 MR0744  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 MR0744
 MR0744  HORZ ORDER  -  SECOND
 MR0744
 MR0744.The horizontal coordinates were established by classical geodetic methods
 MR0744.and adjusted by the National Geodetic Survey in January 1997..
 MR0744
 MR0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0744
 MR0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0744
 MR0744.The geoid height was determined by GEOID03.
 MR0744
 MR0744;                    North         East     Units Scale Factor Converg.
 MR0744;SPC WY W     -   242,987.454   788,420.699   MT  0.99993915   -0 05 34.2
 MR0744;UTM  12      - 4,626,476.548   564,593.023   MT  0.99965134   +0 31 04.9
 MR0744
 MR0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0744!SPC WY W     -   0.99968426  x   0.99993915  =   0.99962343
 MR0744!UTM  12      -   0.99968426  x   0.99965134  =   0.99933571
 MR0744
 MR0744:                Primary Azimuth Mark                     Grid Az
 MR0744:SPC WY W     -  CHRISMAN AZ MK                           105 15 22.7
 MR0744:UTM  12      -  CHRISMAN AZ MK                           104 38 43.6
 MR0744
 MR0744|---------------------------------------------------------------------|
 MR0744| PID    Reference Object                     Distance      Geod. Az  |
 MR0744|                                                           dddmmss.s |
 MR0744| CP4688 CHRISMAN AZ MK                                     1050948.5 |
 MR0744| CP4690 CHRISMAN RM 2                        12.774 METERS 26838     |
 MR0744| CP4689 CHRISMAN RM 1                        14.411 METERS 35909     |
 MR0744|---------------------------------------------------------------------|
 MR0744
 MR0744                          SUPERSEDED SURVEY CONTROL
 MR0744
 MR0744  NAD 83(1986)-  41 47 15.04164(N)    110 13 21.50035(W) AD(       ) 2
 MR0744  NAD 27      -  41 47 15.22160(N)    110 13 18.92760(W) AD(       ) 2
 MR0744  NGVD 29 (07/19/86) 2026.9    (m)         6650.     (f) VERT ANG       
 MR0744
 MR0744.Superseded values are not recommended for survey control.
 MR0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0744.See file dsdata.txt to determine how the superseded data were derived.
 MR0744
 MR0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6459326477(NAD 83)
 MR0744_MARKER: DS = TRIANGULATION STATION DISK
 MR0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0744+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 MR0744
 MR0744  HISTORY     - Date     Condition        Report By
 MR0744  HISTORY     - 1962     MONUMENTED       CGS
 MR0744  HISTORY     - 1969     GOOD             CGS
 MR0744  HISTORY     - 20051010 GOOD             INDIV
 MR0744
 MR0744                          STATION DESCRIPTION
 MR0744
 MR0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0744'THE STATION IS ABOUT 6-1/2 MILES EAST-NORTHEAST OF OPAL, 7-1/2
 MR0744'MILES WEST OF THE LINCOLN-SWEETWATER COUNTY LINE, 1 FOOT
 MR0744'NORTH OF THE HAMS FORK RIVER ON DESERT LAND OWNED BY THE
 MR0744'CHRISMAN RANCH.
 MR0744'
 MR0744'TO REACH THE STATION FROM THE RAILROAD DEPOT IN OPAL, GO
 MR0744'EAST ON U.S. HIGHWAY 30 N FOR 3.8 MILES TO THE NELSON RANCH
 MR0744'ON THE RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 2.45 MILES
 MR0744'TO THE TOP OF A HILL AND A SIDE ROAD ON THE LEFT.  (THE
 MR0744'AZIMUTH MARK IS 0.4 OF A MILE EAST OF THIS POINT) TURN LEFT
 MR0744'AND GO SOUTH ON A WELL DEFINED TRACK ROAD FOR 0.1 MILE TO THE
 MR0744'STATION ON THE LEFT.
 MR0744'
 MR0744'THE STATION MARK IS A STANDARD DISK, STAMPED CHRISMAN 1962,
 MR0744'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0744'7 INCHES.  IT IS 8.4 FEET SOUTH OF A WITNESS POST AND 28.6
 MR0744'FEET WEST OF THE CENTERLINE OF THE TRACK ROAD.
 MR0744'
 MR0744'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHRISMAN NO
 MR0744'1 1962, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST
 MR0744'PROJECTING 7 INCHES.  IT IS 34.5 FEET WEST OF THE CENTERLINE
 MR0744'OF THE ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0744'
 MR0744'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHRISMAN NO 2 1962,
 MR0744'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0744'7 INCHES.  IT IS 71.0 FEET WEST OF THE CENTERLINE OF THE ROAD
 MR0744'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0744'
 MR0744'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHRISMAN 1962,
 MR0744'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0744'8 INCHES.  IT IS IN ALIGNMENT WITH AN OLD FENCE LINE, 2 FEET
 MR0744'WEST OF A WITNESS POST AND 98.9 FEET NORTH OF THE CENTERLINE
 MR0744'OF U.S. HIGHWAY 30 N.
 MR0744
 MR0744                          STATION RECOVERY (1969)
 MR0744
 MR0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MR0744'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 MR0744'CONDITION AS DESCRIBED.  NO SEARCH WAS MADE FOR THE AZIMUTH
 MR0744'MARK.  A NEW ROUTE DESCRIPTION IS AS FOLLOWS--TO REACH FROM
 MR0744'THE INTERSECTION OF U.S. HIGHWAY 30 NORTH AND THE MAIN PAVED
 MR0744'ROAD LEADING INTO GRANGER, WYO., PROCEED NORTH ON U.S. HIGHWAY
 MR0744'30 NORTH FOR 23.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 MR0744'GO 0.1 MILE TO STATION ON LEFT.
 MR0744
 MR0744                          STATION RECOVERY (2005)
 MR0744
 MR0744'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PO)
 MR0744'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0547 ***********************************************************************
 NQ0547  DESIGNATION -  CHUCK
 NQ0547  PID         -  NQ0547
 NQ0547  STATE/COUNTY-  WY/PLATTE
 NQ0547  USGS QUAD   -  GLENDO (1978)
 NQ0547
 NQ0547                         *CURRENT SURVEY CONTROL
 NQ0547  ___________________________________________________________________
 NQ0547* NAD 83(1993)-  42 34 52.94287(N)    105 06 54.75333(W)     ADJUSTED  
 NQ0547* NAVD 88     -      1511.1    (meters)    4958.     (feet)  VERTCON   
 NQ0547  ___________________________________________________________________
 NQ0547  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 NQ0547  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 NQ0547
 NQ0547  HORZ ORDER  -  THIRD
 NQ0547
 NQ0547.The horizontal coordinates were established by classical geodetic methods
 NQ0547.and adjusted by the National Geodetic Survey in January 1997..
 NQ0547
 NQ0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0547
 NQ0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0547
 NQ0547.The geoid height was determined by GEOID03.
 NQ0547
 NQ0547;                    North         East     Units Scale Factor Converg.
 NQ0547;SPC WY E     -   231,153.258   204,223.995   MT  0.99993772   +0 02 05.3
 NQ0547;UTM  13      - 4,714,335.119   490,545.984   MT  0.99960110   -0 04 40.6
 NQ0547
 NQ0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0547!SPC WY E     -   0.99976527  x   0.99993772  =   0.99970300
 NQ0547!UTM  13      -   0.99976527  x   0.99960110  =   0.99936646
 NQ0547
 NQ0547:                Primary Azimuth Mark                     Grid Az
 NQ0547:SPC WY E     -  BONA                                     282 13 13.7
 NQ0547:UTM  13      -  BONA                                     282 19 59.6
 NQ0547
 NQ0547|---------------------------------------------------------------------|
 NQ0547| PID    Reference Object                     Distance      Geod. Az  |
 NQ0547|                                                           dddmmss.s |
 NQ0547| NQ0548 BONA                                APPROX. 6.5 KM 2821519.0 |
 NQ0547|---------------------------------------------------------------------|
 NQ0547
 NQ0547                          SUPERSEDED SURVEY CONTROL
 NQ0547
 NQ0547  NAD 83(1986)-  42 34 52.92183(N)    105 06 54.74263(W) AD(       ) 3
 NQ0547  NAD 27      -  42 34 53.03507(N)    105 06 52.83130(W) AD(       ) 3
 NQ0547  NGVD 29 (07/19/86) 1510.3    (m)         4955.     (f) VERT ANG       
 NQ0547
 NQ0547.Superseded values are not recommended for survey control.
 NQ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0547.See file dsdata.txt to determine how the superseded data were derived.
 NQ0547
 NQ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9054614335(NAD 83)
 NQ0547_MARKER: DD = SURVEY DISK
 NQ0547_SETTING: 0 = UNSPECIFIED SETTING
 NQ0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0547
 NQ0547  HISTORY     - Date     Condition        Report By
 NQ0547  HISTORY     - 1947     MONUMENTED       USGS
 NQ0547
 NQ0547                          STATION DESCRIPTION
 NQ0547
 NQ0547'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0547'STATION LOCATED ABOUT 3.2 MI. S. AND 1.2 MI. W. OF AMMON, WYOMING,
 NQ0547'ON A GRASS KNOLL.
 NQ0547'
 NQ0547'TO REACH STATION FROM AMMON, PROCEED S. ON U.S. HIGHWAY 87 FOR 2.35
 NQ0547'MI.  TURN RIGHT AND GO W. UNDER RAILWAY TRESTLE AND THRU GATE FOR
 NQ0547'0.9 MI. TO RANCH HOUSE.  CONTINUE 0.15 MI. TO GATE.  FOLLOW RD. 0.85
 NQ0547'MI. W. TO ANOTHER GATE.  FROM HERE IT IS 0.2 MI. TO TOP OF KNOLL,
 NQ0547'WHERE STATION IS A FEW RODS E. OF RD.
 NQ0547'
 NQ0547'STATION MARK--STANDARD TABLET STAMPED ---CHUCK 1947--- AND SET IN
 NQ0547'TOP OF A CONCRETE MONUMENT.
 NQ0547'
 NQ0547'REFERENCE MARK NO. 1--IRON PIPE EXTENDING ABOVE THE GROUND 6 IN., 41
 NQ0547'FT. 9 IN. W. OF STATION, S 71 DEG 33 MIN E.
 NQ0547'
 NQ0547'REFERENCE MARK NO. 2--IRON PIPE EXTENDING ABOVE THE GROUND 6 IN., 43
 NQ0547'FT. 8 IN. N. OF STATION, S 06 DEG DEG 12 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1187 ***********************************************************************
 MO1187  DESIGNATION -  CHUG
 MO1187  PID         -  MO1187
 MO1187  STATE/COUNTY-  WY/ALBANY
 MO1187  USGS QUAD   -  GOAT MOUNTAIN (1981)
 MO1187
 MO1187                         *CURRENT SURVEY CONTROL
 MO1187  ___________________________________________________________________
 MO1187* NAD 83(1993)-  41 31 10.28693(N)    105 18 16.12114(W)     ADJUSTED  
 MO1187* NAVD 88     -      2252.1    (meters)    7389.     (feet)  VERTCON   
 MO1187  ___________________________________________________________________
 MO1187  LAPLACE CORR-         -15.48  (seconds)                    DEFLEC99
 MO1187  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 MO1187
 MO1187  HORZ ORDER  -  THIRD
 MO1187
 MO1187.The horizontal coordinates were established by classical geodetic methods
 MO1187.and adjusted by the National Geodetic Survey in January 1997..
 MO1187
 MO1187.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1187
 MO1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1187
 MO1187.The geoid height was determined by GEOID03.
 MO1187
 MO1187;                    North         East     Units Scale Factor Converg.
 MO1187;SPC WY E     -   113,224.431   188,497.448   MT  0.99993913   -0 05 28.9
 MO1187;UTM  13      - 4,596,476.526   474,595.034   MT  0.99960794   -0 12 06.6
 MO1187
 MO1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1187!SPC WY E     -   0.99964883  x   0.99993913  =   0.99958798
 MO1187!UTM  13      -   0.99964883  x   0.99960794  =   0.99925691
 MO1187
 MO1187:                Primary Azimuth Mark                     Grid Az
 MO1187:SPC WY E     -  HOWARD                                   100 50 42.7
 MO1187:UTM  13      -  HOWARD                                   100 57 20.4
 MO1187
 MO1187|---------------------------------------------------------------------|
 MO1187| PID    Reference Object                     Distance      Geod. Az  |
 MO1187|                                                           dddmmss.s |
 MO1187| MO1186 HOWARD                              APPROX. 3.6 KM 1004513.8 |
 MO1187|---------------------------------------------------------------------|
 MO1187
 MO1187                          SUPERSEDED SURVEY CONTROL
 MO1187
 MO1187  NAD 83(1986)-  41 31 10.27154(N)    105 18 16.11785(W) AD(       ) 3
 MO1187  NAD 27      -  41 31 10.36086(N)    105 18 14.18310(W) AD(       ) 3
 MO1187  NGVD 29 (07/19/86) 2251.1    (m)         7385.     (f) VERT ANG       
 MO1187
 MO1187.Superseded values are not recommended for survey control.
 MO1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1187.See file dsdata.txt to determine how the superseded data were derived.
 MO1187
 MO1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7459596477(NAD 83)
 MO1187_MARKER: DD = SURVEY DISK
 MO1187_SETTING: 66 = SET IN ROCK OUTCROP
 MO1187_SP_SET: SET IN ROCK OUTCROP
 MO1187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1187+STABILITY: POSITION/ELEVATION WELL
 MO1187
 MO1187  HISTORY     - Date     Condition        Report By
 MO1187  HISTORY     - 1947     MONUMENTED       USGS
 MO1187  HISTORY     - 1961     GOOD             USGS
 MO1187
 MO1187                          STATION DESCRIPTION
 MO1187
 MO1187'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1187'STATION IS LOCATED ABOUT 21.0 MI. NE. OF LARAMIE AND 10.0 MI. NW. OF
 MO1187'HORSE CREEK, IN SEC. 24, T 18 N, R 71 W, ON TOP OF A PROMINENT HILL,
 MO1187'ABOUT 2.0 MI. W. OF A RANCH HOUSE.
 MO1187'
 MO1187'TO REACH FROM LARAMIE POST OFFICE, GO N. ON 9TH ST. 2.3 MI. TO RD.
 MO1187'FORK, TAKE RIGHT FORK AND GO 11.0 MI. TO A Y-RD. FORK JUST PAST A
 MO1187'CATTLEGUARD, TAKE LEFT FORK AND GO 1.5 MI. TO RD. FORK, TAKE RIGHT
 MO1187'FORK AND GO E. ALONG N. EDGE OF MEADOW 1.5 MI. TO RD. FORK, TURN
 MO1187'LEFT AND N. 3.6 MI. TO RD. FORK, TURN RIGHT AND GO NE. 0.7 MI. TO
 MO1187'FORK, TURN RIGHT AND GO 5.4 MI. TO DRAIN AT END OF IRON MOUNTAIN,
 MO1187'CONTINUE E. ON MAIN TRAVELED RD. 0.8 MI. TO T-RD. INTERSECTION, TURN
 MO1187'LEFT AND GO N. 3.0 MI. TO A RANCH HOUSE, CONTINUE N. 0.3 MI. AND TURN
 MO1187'LEFT, CONTINUE W. 0.3 MI. TO RD. FORK, TAKE RIGHT FORK AND CONTINUE
 MO1187'W. ALONG N. SIDE OF FENCE 0.7 MI. TO GATE, CONTINUE W. 0.4 MI. TO END
 MO1187'OF TRUCK TRAVEL.  WALK W. OVER RIDGES TO HIGHEST HILL AND STATION
 MO1187'(45 MINUTE WALK).
 MO1187
 MO1187                          STATION RECOVERY (1961)
 MO1187
 MO1187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JBF)
 MO1187'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP AND STAMPED ---CHUG
 MO1187'1947---.
 MO1187'
 MO1187'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---CHUG NO. 1
 MO1187'1947---, SET IN A BOULDER, 37.6 FT. NE. OF STATION.
 MO1187'
 MO1187'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---CHUG NO. 2
 MO1187'1947---, SET IN A BOULDER, 27.4 FT. NW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1172 ***********************************************************************
 MO1172  DESIGNATION -  CHUGWATER
 MO1172  PID         -  MO1172
 MO1172  STATE/COUNTY-  WY/PLATTE
 MO1172  USGS QUAD   -  RICHEAU HILLS (1981)
 MO1172
 MO1172                         *CURRENT SURVEY CONTROL
 MO1172  ___________________________________________________________________
 MO1172* NAD 83(1993)-  41 48 05.69318(N)    105 01 49.70705(W)     ADJUSTED  
 MO1172* NAVD 88     -      2032.8    (meters)    6669.     (feet)  VERTCON   
 MO1172  ___________________________________________________________________
 MO1172  LAPLACE CORR-         -14.99  (seconds)                    DEFLEC99
 MO1172  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 MO1172
 MO1172  HORZ ORDER  -  FIRST
 MO1172
 MO1172.The horizontal coordinates were established by classical geodetic methods
 MO1172.and adjusted by the National Geodetic Survey in January 1997..
 MO1172
 MO1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1172
 MO1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1172
 MO1172.The geoid height was determined by GEOID03.
 MO1172
 MO1172;                    North         East     Units Scale Factor Converg.
 MO1172;SPC WY E     -   144,549.441   211,317.931   MT  0.99993908   +0 05 26.8
 MO1172;UTM  13      - 4,627,746.870   497,468.376   MT  0.99960008   -0 01 13.1
 MO1172
 MO1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1172!SPC WY E     -   0.99968342  x   0.99993908  =   0.99962252
 MO1172!UTM  13      -   0.99968342  x   0.99960008  =   0.99928362
 MO1172
 MO1172|---------------------------------------------------------------------|
 MO1172| PID    Reference Object                     Distance      Geod. Az  |
 MO1172|                                                           dddmmss.s |
 MO1172| CP9022 CHUGWATER RM 1                       33.901 METERS 00802     |
 MO1172| MO1167 AIRWAY BN 8 10 MI SE WHEATLAND      APPROX.12.4 KM 0514153.2 |
 MO1172| CP9023 CHUGWATER RM 2                        1.780 METERS 07936     |
 MO1172| MO1147 CANSEE                              APPROX.29.2 KM 0835157.8 |
 MO1172| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.68.2 KM 2094256.1 |
 MO1172| CP9024 CHUGWATER RM 3                        6.180 METERS 24131     |
 MO1172|---------------------------------------------------------------------|
 MO1172
 MO1172                          SUPERSEDED SURVEY CONTROL
 MO1172
 MO1172  NAD 83(1986)-  41 48 05.67650(N)    105 01 49.70380(W) AD(       ) 1
 MO1172  NAD 27      -  41 48 05.77800(N)    105 01 47.80100(W) AD(       ) 1
 MO1172  NGVD 29 (07/19/86) 2031.9    (m)         6666.     (f) VERT ANG       
 MO1172
 MO1172.Superseded values are not recommended for survey control.
 MO1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1172.See file dsdata.txt to determine how the superseded data were derived.
 MO1172
 MO1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9746827747(NAD 83)
 MO1172
 MO1172  HISTORY     - Date     Condition        Report By
 MO1172  HISTORY     - 1912     MONUMENTED       CGS
 MO1172  HISTORY     - 1933     GOOD             CGS
 MO1172  HISTORY     - 1951     GOOD             USGS
 MO1172  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MO1172  HISTORY     - 1963     GOOD             CGS
 MO1172
 MO1172                          STATION DESCRIPTION
 MO1172
 MO1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MO1172'ABOUT 9 MILES WEST OF CHUGWATER, AND 18 MILES S, 12 DEG W.
 MO1172'OF WHEATLAND, TOWNS ON COLORADO AND SOUTHERN RAILWAY, ABOUT
 MO1172'5 MILES EAST OF THE HUGH FERGUSON RANCH, 2 MILES WEST OF
 MO1172'RESHAW CREEK, AND 1/2 MILE NORTH OF MAXWELL, ON EXTREME
 MO1172'NORTHEASTERN ROUND-TOPPED HILL OF RESHAW RANGE (SUMMIT ABOUT
 MO1172'300 FEET IN DIAMETER), COVERED WITH LARGE RAGGED BOULDERS
 MO1172'AND ALMOST SURROUNDED BY SMALL CLIFF 4 TO 10 FEET HIGH.  TO
 MO1172'REACH FROM CONOCO SERVICE STATION AT INTERSECTION IN CHUGWATER
 MO1172'OF U.S. HIGHWAY 87 AND GRAVEL ROAD LEADING EAST TO RAILROAD
 MO1172'STATION, GO WEST 2 BLOCKS, TO LEFT ONE BLOCK, TO RIGHT ONE
 MO1172'BLOCK, THEN TO LEFT 0.3 MILE, THEN TAKE RIGHT FORK, AND GO
 MO1172'WEST 7.4 MILES ON DIAMOND RANCH ROAD, THEN TO LEFT 0.2
 MO1172'MILE AND TO RIGHT 1.6 MILES.  FOLLOW MAIN-TRAVELED ROAD
 MO1172'0.8 MILE THROUGH CATTLE GUARD AND ACROSS DIAMOND RANCH,
 MO1172'AND LEAVE MAIN-TRAVELED ROAD AND FOLLOW RIGHT FORK 1.2
 MO1172'MILES TO PLACE WHERE ROAD COMES IN FROM LEFT.  CONTINUE
 MO1172'1.1 MILES TO THE HILL RANCH, ENTER FARMYARD AND FOLLOW
 MO1172'ROAD PAST FRONT OF HOUSE AND UP CREEK 0.4 MILE TAKE LEFT FORK
 MO1172'(MAIN ROAD) AND GO 0.1 MILE TO GATE, GO THROUGH GATE,
 MO1172'AND TURN LEFT ALONG FENCE 0.8 MILE TO TWO SMALL BUILDINGS.
 MO1172'LEAVE MAIN-TRAVELED ROAD HERE, TURN RIGHT ONTO DIM TRAIL,
 MO1172'AND FOLLOW IT IN NORTHWESTERLY DIRECTION ABOUT 1 MILE TO SHEEP
 MO1172'CORRAL.  FROM HERE STATION IS ON HILL TO EAST ABOUT 1/2
 MO1172'HOURS PACK WITH LOAD.  MARKED BY STANDARD STATION DISK IN
 MO1172'SOLID ROCK.  OLD REFERENCE MARK IS HORIZONTAL DRILL HOLE
 MO1172'0.56 METER (1.8 FEET) ABOVE GROUND IN WEST FACE OF LARGEST
 MO1172'BOULDER ON PEAK, AND 1.78 METERS (5.8 FEET) FROM
 MO1172'STATION N 79 DEG 36 MIN E.  REFERENCE MARK
 MO1172'ESTABLISHED 1933 IS STANDARD REFERENCE DISK IN BOULDER,
 MO1172'111.54 FEET FROM STATION N 08 DEG 03 MIN E.  CHIMNEY
 MO1172'OF LARGE STONE HOUSE ON RAINSFORDS HILL RANCH ON MAXWELL
 MO1172'CREEK IS 1 MILE FROM STATION S 00 DEG 40 MIN E.
 MO1172
 MO1172                          STATION RECOVERY (1951)
 MO1172
 MO1172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 MO1172'RECOVERED.
 MO1172'
 MO1172'STATION MARK--STANDARD USC AND GS DISK, SET IN DRILL HOLE IN
 MO1172'OUTCROPPING BEDROCK, STAMPED ---CHUGWATER 1912---.
 MO1172
 MO1172                          STATION RECOVERY (1960)
 MO1172
 MO1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1172'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MO1172'FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK WAS ESTABLISHED.
 MO1172'A COMPLETE DESCRIPTION FOLLOWS.
 MO1172'
 MO1172'THE STATION IS LOCATED, AIRLINE, ABOUT 9 MILES WEST OF
 MO1172'CHUGWATER, ABOUT 5 MILES EAST OF THE FERGUSON RANCH, ABOUT
 MO1172'2 MILES WEST OF RESHAW CREEK AND ABOUT 1/2 MILE NORTH OF MAXWELL,
 MO1172'ON THE EXTREME NORTHEASTERN MOST ROUND TOPPED HILL OF THE
 MO1172'RESHAW RANGE.  IT IS VERY ROCKY ON TOP, SURROUNDED WITH RIMROCK.
 MO1172'
 MO1172'TO REACH THE STATION FROM THE POST OFFICE IN CHUGWATER, GO
 MO1172'SOUTH ON U.S. HIGHWAY 87 FOR 0.2 MILE.  TURN RIGHT OFF THE
 MO1172'HIGHWAY AND GO WEST ON GRAVELED ROAD FOR 0.1 MILE TO A
 MO1172'STOP SIGN.  TURN LEFT AND GO SOUTH AND WEST FOR 0.35 MILE
 MO1172'TO A CROSS-ROAD.  CONTINUE WESTERLY AS PER SIGN DIAMOND RANCH FOR
 MO1172'9.55 MILES, PASSING THROUGH THE RANCH YARD, TO FORKS AND
 MO1172'SIGN HILL RANCH.  A USGS BM IS IN THE NORTHWEST ANGLE OF THE
 MO1172'FORK AND IS USED FOR THE AZIMUTH MARK.  TAKE THE RIGHT FORK
 MO1172'AND GO NORTHEAST FOR 0.5 MILE.  TAKE THE LEFT FORK AND GO
 MO1172'NORTHERLY FOR 1.4 MILES TO A FORK AT A RESERVOIR.  TAKE THE
 MO1172'LEFT FORK AND GO NORTHERLY FOR 1.2 MILES.  PASS THROUGH A
 MO1172'WIRE GATE AND GO NORTH AND WEST, PASSING TO THE RIGHT OF
 MO1172'A SMALL POND FOR 0.4 MILE TO A DIM TRACK ROAD ON THE
 MO1172'RIGHT.  TURN RIGHT ON THE TRACK ROAD, CROSSING A RAVINE,
 MO1172'AND GO NORTHERLY FOR 0.1 MILE TO A SMALL CABIN.  TURN
 MO1172'LEFT AND FOLLOW DIM TRACKS WESTERLY UP THE RIDGE FOR
 MO1172'1.25 MILES TO A SADDLE.  CONTINUE NORTHWESTERLY ON THE
 MO1172'TRACK ROAD, DOWNHILL FOR 0.15 MILE.  TURN RIGHT AND GO
 MO1172'CROSS COUNTRY UP A FAIRLY WIDE DRAW, EASTERLY FOR 0.3 MILE
 MO1172'TO A SADDLE AND THE END OF TRUCK TRAVEL.  PACK
 MO1172'SOUTHERLY ALONG THE RIDGE TO THE HIGHEST POINT AND THE
 MO1172'STATION.  A 10 MINUTE PACK FOR AN OBSERVING PARTY.
 MO1172'
 MO1172'THE STATION IS A STANDARD DISK STAMPED CHUGWATER 1912 SET
 MO1172'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 MO1172'4 INCHES ABOVE THE GROUND.
 MO1172'
 MO1172'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHUGWATER
 MO1172'NO 1 1912 1933 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH
 MO1172'PROJECTS ABOUT 4 FEET ABOVE THE GROUND AND IS ABOUT 3 FEET
 MO1172'LOWER THAN THE STATION.
 MO1172'
 MO1172'REFERENCE POINT NUMBER TWO IS A DRILL HOLE IN THE SIDE OF A
 MO1172'LARGE BOULDER ABOUT 1.8 FEET ABOVE THE GROUND.
 MO1172'
 MO1172'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED CHUGWATER
 MO1172'NO 3 1912 1960 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH
 MO1172'PROJECTS ABOUT 3 FEET ABOVE THE GROUND AND IS ABOUT THE
 MO1172'SAME ELEVATION AS THE STATION.
 MO1172'
 MO1172'USGS BM 15 WWC IS A STANDARD USGS BENCH MARK DISK STAMPED
 MO1172'15 WWC 5678 1951 SET IN TOP OF A 5-INCH CONCRETE MONUMENT
 MO1172'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 145 FEET
 MO1172'WEST OF THE CENTER LINE OF THE ROAD FORK AND 60 FEET NORTH
 MO1172'OF THE CENTER LINE OF AN EAST-WEST ROAD.
 MO1172
 MO1172                          STATION RECOVERY (1963)
 MO1172
 MO1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1172'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 MO1172'3 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  THE
 MO1172'DIRECTION TO REFERENCE MARK NO. 1 WAS VERIFIED.  THE DISTANCE
 MO1172'TO REFERENCE MARK NO. 3 WAS VERIFIED, HOWEVER, THE DIRECTION
 MO1172'TO THE MARK MISSED THE PREVIOUS DIRECTION BY 02 MINUTES 07
 MO1172'SECONDS, PROBABLY DUE TO THE CLOSENESS OF THE MARK.  THE DIRECTION
 MO1172'TO THE AZIMUTH MARK WAS VERIFIED.  REFERENCE MARK NO. 2
 MO1172'IS A LARGE DRILL HOLE IN THE SIDE OF A LARGE BOULDER, 5
 MO1172'FEET FROM THE STATION.  DISTANCE OR DIRECTION WAS NOT
 MO1172'ATTEMPTED.
 MO1172'
 MO1172'THE TO REACH THE STATION IS ADEQUATE.
 MO1172'
 MO1172'NOTE--DISTANCE TO THE REFERENCE MARKS WERE COMPUTED FROM
 MO1172'SLOPE MEASUREMENTS AND VERTICAL ANGLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1163 ***********************************************************************
 MO1163  DESIGNATION -  CHUGWATER FAA 3 MICROWAVE TWR
 MO1163  PID         -  MO1163
 MO1163  STATE/COUNTY-  WY/LARAMIE
 MO1163  USGS QUAD   -  WHITCOMB HILL (1990)
 MO1163
 MO1163                         *CURRENT SURVEY CONTROL
 MO1163  ___________________________________________________________________
 MO1163* NAD 83(1993)-  41 39 07.37889(N)    104 53 08.73369(W)     ADJUSTED  
 MO1163* NAVD 88     -                                                        
 MO1163  ___________________________________________________________________
 MO1163  LAPLACE CORR-         -12.76  (seconds)                    DEFLEC99
 MO1163  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 MO1163
 MO1163  HORZ ORDER  -  THIRD
 MO1163
 MO1163.The horizontal coordinates were established by classical geodetic methods
 MO1163.and adjusted by the National Geodetic Survey in January 1997..
 MO1163
 MO1163
 MO1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1163
 MO1163.The geoid height was determined by GEOID03.
 MO1163
 MO1163;                    North         East     Units Scale Factor Converg.
 MO1163;SPC WY E     -   127,971.444   223,398.289   MT  0.99994423   +0 11 12.1
 MO1163;UTM  13      - 4,611,151.178   509,512.505   MT  0.99960111   +0 04 33.3
 MO1163
 MO1163                          SUPERSEDED SURVEY CONTROL
 MO1163
 MO1163  NAD 83(1986)-  41 39 07.36207(N)    104 53 08.72708(W) AD(       ) 4
 MO1163  NAD 27      -  41 39 07.45500(N)    104 53 06.83300(W) AD(       ) 3
 MO1163
 MO1163.Superseded values are not recommended for survey control.
 MO1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1163.See file dsdata.txt to determine how the superseded data were derived.
 MO1163
 MO1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0951311151(NAD 83)
 MO1163_MARKER: 45 = MICROWAVE TOWER
 MO1163
 MO1163  HISTORY     - Date     Condition        Report By
 MO1163  HISTORY     - 1963     FIRST OBSERVED   CGS
 MO1163
 MO1163                          STATION DESCRIPTION
 MO1163
 MO1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1163'THE STATION IS THE LIGHT ATOP THE TOWER WHICH IS 7 MILES SOUTH
 MO1163'AND 3-1/4 MILES WEST OF CHUGWATER, 2 MILES WEST OF U.S. HIGHWAY
 MO1163'87, AND 0.15 MILE SOUTH OF THE PLATTE-LARAMIE COUNTY LINE.
 MO1163'
 MO1163'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE, PAINTED RED AND
 MO1163'WHITE, APPROXIMATELY 50 FEET HIGH.
 MO1163'
 MO1163'NOTE--THIS TOWER IS USED AS PART OF THE WHEATLAND TO DENVER
 MO1163'MICROWAVE SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0772 ***********************************************************************
 MR0772  DESIGNATION -  CHURCH
 MR0772  PID         -  MR0772
 MR0772  STATE/COUNTY-  WY/UINTA
 MR0772  USGS QUAD   -  WILDCAT BUTTE (1964)
 MR0772
 MR0772                         *CURRENT SURVEY CONTROL
 MR0772  ___________________________________________________________________
 MR0772* NAD 83(1993)-  41 25 51.23781(N)    110 07 21.08123(W)     ADJUSTED  
 MR0772* NAVD 88     -      2064.7    (meters)    6774.     (feet)  VERTCON   
 MR0772  ___________________________________________________________________
 MR0772  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 MR0772  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MR0772
 MR0772  HORZ ORDER  -  FIRST
 MR0772
 MR0772.The horizontal coordinates were established by classical geodetic methods
 MR0772.and adjusted by the National Geodetic Survey in January 1997..
 MR0772
 MR0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0772
 MR0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0772
 MR0772.The geoid height was determined by GEOID03.
 MR0772
 MR0772;                    North         East     Units Scale Factor Converg.
 MR0772;SPC WY W     -   203,373.677   796,724.578   MT  0.99993763   -0 01 33.4
 MR0772;SPC WYWC     -   104,282.238   485,283.674   MT  1.00009940   -0 54 29.9
 MR0772;UTM  12      - 4,586,964.283   573,314.856   MT  0.99966615   +0 34 50.4
 MR0772
 MR0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0772!SPC WY W     -   0.99967856  x   0.99993763  =   0.99961621
 MR0772!SPC WYWC     -   0.99967856  x   1.00009940  =   0.99977793
 MR0772!UTM  12      -   0.99967856  x   0.99966615  =   0.99934482
 MR0772
 MR0772:                Primary Azimuth Mark                     Grid Az
 MR0772:SPC WY W     -  CHURCH RM 3 AZIMUTH                      040 04 14.4
 MR0772:SPC WYWC     -  CHURCH RM 3 AZIMUTH                      040 57 10.9
 MR0772:UTM  12      -  CHURCH RM 3 AZIMUTH                      039 27 50.6
 MR0772
 MR0772|---------------------------------------------------------------------|
 MR0772| PID    Reference Object                     Distance      Geod. Az  |
 MR0772|                                                           dddmmss.s |
 MR0772| CP4694 CHURCH RM 3 AZIMUTH                                0400241.0 |
 MR0772| CP4692 CHURCH RM 1                          10.850 METERS 07227     |
 MR0772| MR0773 AIRWAY BN 11 11 MI SSW GRANGER      APPROX. 5.9 KM 0750425.9 |
 MR0772| MR0774 MICROWAVE REL TWR SSW GRANGER       APPROX. 3.8 KM 1233913.0 |
 MR0772| MR0775 MOUNTAIN FUEL UNITA PLT E STK       APPROX. 4.8 KM 1422057.7 |
 MR0772| CP4691 CHURCH AZ MK                                       1824109.7 |
 MR0772| CP4693 CHURCH RM 2                          12.960 METERS 33805     |
 MR0772|---------------------------------------------------------------------|
 MR0772
 MR0772                          SUPERSEDED SURVEY CONTROL
 MR0772
 MR0772  NAD 83(1986)-  41 25 51.22782(N)    110 07 21.07220(W) AD(       ) 1
 MR0772  NAD 27      -  41 25 51.39200(N)    110 07 18.54030(W) AD(       ) 1
 MR0772  NGVD 29 (07/19/86) 2063.4    (m)         6770.     (f) VERT ANG       
 MR0772
 MR0772.Superseded values are not recommended for survey control.
 MR0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0772.See file dsdata.txt to determine how the superseded data were derived.
 MR0772
 MR0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7331586964(NAD 83)
 MR0772_MARKER: DS = TRIANGULATION STATION DISK
 MR0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0772
 MR0772  HISTORY     - Date     Condition        Report By
 MR0772  HISTORY     - 1962     MONUMENTED       CGS
 MR0772  HISTORY     - 1974     GOOD             NGS
 MR0772  HISTORY     - 1975     GOOD             NGS
 MR0772
 MR0772                          STATION DESCRIPTION
 MR0772
 MR0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0772'THE STATION IS LOCATED ON THE WEST MOST POINT OF CHURCH BUTTE
 MR0772'ON THE NORTH SIDE OF U.S. HIGHWAY 30S.  IT IS 2-3/4 MILES
 MR0772'NORTHWEST OF THE CHURCH BUTTE TOWER, 4 MILES WEST OF THE
 MR0772'UINTA-SWEETWATER COUNTY LINE AND 11 MILES NORTHEAST OF LYMAN.
 MR0772'
 MR0772'TO REACH THE STATION FROM THE POST OFFICE IN LYMAN GO NORTHEAST
 MR0772'ON U.S. HIGHWAY 30S FOR 3.7 MILES TO WHERE THE OLD HIGHWAY
 MR0772'FORKS TO THE LEFT AND NOW LEADS TO A DUMP AREA.  CONTINUE
 MR0772'ON THE HIGHWAY FOR 8.3 MILES TO THE AZIMUTH MARK ON THE
 MR0772'RIGHT, SOUTH SIDE OF THE HIGHWAY.  CONTINUE ON THE HIGHWAY
 MR0772'FOR 0.6 MILE TO A CROSS ROAD.  THERE WILL BE AN EXIT AT THIS
 MR0772'POINT OF THE NEW INTERSTATE HIGHWAY AS THEY ARE WORKING ON THE
 MR0772'ROAD AT THIS TIME.  THIS IS JUST AFTER YOU GET UP ON TOP OF
 MR0772'A FLAT MESA.  TURN LEFT AND GO NORTH ALONG A TELEPHONE LINE
 MR0772'ON A GOOD DIRT ROAD FOR 0.45 MILE TO A BLADED ROAD LEFT.
 MR0772'TURN VERY SHARP LEFT AND FOLLOW A BLADED ROAD SOUTHWEST FOR
 MR0772'0.7 MILE TO A FORK.  TAKE THE RIGHT FORK, TRACK ROAD, FOR
 MR0772'0.1 MILE TO A DIM TRACK ROAD RIGHT.  TURN RIGHT FOR 150 FEET
 MR0772'TO THE HIGHEST POINT OF A NARROW RIDGE EXTENDING WEST FROM
 MR0772'THE MAIN RIDGE AND THE STATION.
 MR0772'
 MR0772'THE STATION MARK IS A STANDARD DISK, STAMPED CHURCH 1962,
 MR0772'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0772'6 INCHES.  IT IS 3.3 FEET SOUTHWEST OF A WITNESS POST, 30
 MR0772'FEET EAST OF THE HIGHEST POINT AND ON A LOW MESA OVER LOOKING
 MR0772'THE HIGHWAY.
 MR0772'
 MR0772'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHURCH NO 1 1962,
 MR0772'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0772'4 INCHES.  IT IS THE SAME ELEVATION AS THE STATION MARK.
 MR0772'
 MR0772'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHURCH NO 2 1962,
 MR0772'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0772'4 INCHES.  IT IS 3 FEET LOWER THAN THE STATION MARK.
 MR0772'
 MR0772'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHURCH 1962,
 MR0772'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER PROJECTING
 MR0772'2 INCHES.  IT IS 2.8 FEET SOUTHWEST OF A WITNESS POST, 80
 MR0772'FEET SOUTH OF THE HIGHWAY RIGHT OF WAY FENCE AND 10 FEET LOWER
 MR0772'THAN THE HIGHWAY.
 MR0772
 MR0772                          STATION RECOVERY (1974)
 MR0772
 MR0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MR0772'THE STATION MARK, REFERENCE MARKS 1, 2, WERE RECOVERED AND
 MR0772'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 MR0772'R.M. 1 COMPARED FAVORABLY WITH THE 1962 DATA.  A LONGER DISTANCE
 MR0772'OF 0.016 METER TO R.M. 2 WAS VERIFIED.  A NEW DESCRIPTION
 MR0772'FOLLOWS--
 MR0772'
 MR0772'THE STATION IS LOCATED 11 MILES NORTHEAST OF LYMAN, 4 MILES
 MR0772'WEST OF THE UINTA-SWEETWATER COUNTY LINE, AND 0.3 MILE NORTH
 MR0772'OF INTERSTATE HIGHWAY 80.
 MR0772'
 MR0772'TO REACH THE STATION FROM THE CHURCH BUTTE ROAD EXIT ON
 MR0772'INTERSTATE HIGHWAY 80, PASS UNDER THE OVERPASS AND GO NORTH
 MR0772'FOR 0.1 MILE TO A FORK.  KEEP LEFT FORK AND GO WEST AND
 MR0772'NORTH ON GRAVEL ROAD FOR 0.2 MILE TO A TRACK ROAD ON THE LEFT.
 MR0772'TURN LEFT AND GO WEST ON THE TRACK ROAD FOR 0.3 MILE TO A
 MR0772'FORK.  TAKE LEFT FORK AND GO SOUTH ON THE TRACK ROAD FOR 0.2
 MR0772'MILE TO R.M. 3 ON THE RIGHT.  CONTINUE SOUTH AND WEST ON THE
 MR0772'TRACK ROAD FOR 0.25 MILE TO THE WEST END OF A RIDGE AND THE
 MR0772'STATION.
 MR0772'
 MR0772'THE STATION MARK IS A STANDARD DISK STAMPED CHURCH 1962,
 MR0772'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MR0772'THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 2.5 FEET
 MR0772'SOUTH OF A METAL WITNESS POST.
 MR0772'
 MR0772'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHURCH NO 1 1962,
 MR0772'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MR0772'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 35.5 FEET
 MR0772'EAST OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS
 MR0772'THE STATION.
 MR0772'
 MR0772'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHURCH NO 2 1962,
 MR0772'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MR0772'THAT PROJECTS 2 INCHES ABOVE THE GROUND AND IS ABOUT 2 FEET
 MR0772'LOWER THAN THE STATION.  IT IS 42 FEET NORTHWEST OF A METAL
 MR0772'WITNESS POST.
 MR0772'
 MR0772'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHURCH AZ NO 3
 MR0772'1962 1974, CEMENTED IN THE TOP OF A 12-INCH ROUND CONCRETE
 MR0772'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 60
 MR0772'FEET WEST OF THE TRACK ROAD AND 2.6 FEET EAST OF A METAL
 MR0772'WITNESS POST.
 MR0772'
 MR0772'NOTE--THE 1962 AZIMUTH MARK WAS NOT FOUND.
 MR0772'
 MR0772'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MR0772'
 MR0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 MR0772'NORTHEAST OF LYMAN.
 MR0772
 MR0772                          STATION RECOVERY (1975)
 MR0772
 MR0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFA)
 MR0772'ALL MARKS RECOVERED AS DESCRIBED.  ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0319 ***********************************************************************
 PX0319  DESIGNATION -  CINDER
 PX0319  PID         -  PX0319
 PX0319  STATE/COUNTY-  WY/BIG HORN
 PX0319  USGS QUAD   -  EMBLEM SE (1966)
 PX0319
 PX0319                         *CURRENT SURVEY CONTROL
 PX0319  ___________________________________________________________________
 PX0319* NAD 83(1993)-  44 30 49.77055(N)    108 15 36.57271(W)     ADJUSTED  
 PX0319* NAVD 88     -      1335.7    (meters)    4382.     (feet)  VERTCON   
 PX0319  ___________________________________________________________________
 PX0319  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 PX0319  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 PX0319
 PX0319  HORZ ORDER  -  THIRD
 PX0319
 PX0319.The horizontal coordinates were established by classical geodetic methods
 PX0319.and adjusted by the National Geodetic Survey in January 1997..
 PX0319
 PX0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0319
 PX0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0319
 PX0319.The geoid height was determined by GEOID03.
 PX0319
 PX0319;                    North         East     Units Scale Factor Converg.
 PX0319;SPC WYEC     -   546,258.454   326,311.920   MT  1.00000425   -0 38 59.3
 PX0319;UTM  12      - 4,932,596.500   717,761.235   MT  1.00018319   +1 55 17.8
 PX0319
 PX0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0319!SPC WYEC     -   0.99979268  x   1.00000425  =   0.99979693
 PX0319!UTM  12      -   0.99979268  x   1.00018319  =   0.99997584
 PX0319
 PX0319:                Primary Azimuth Mark                     Grid Az
 PX0319:SPC WYEC     -  GERMANIA                                 203 35 01.3
 PX0319:UTM  12      -  GERMANIA                                 201 00 44.2
 PX0319
 PX0319|---------------------------------------------------------------------|
 PX0319| PID    Reference Object                     Distance      Geod. Az  |
 PX0319|                                                           dddmmss.s |
 PX0319| PX0348 GERMANIA                            APPROX. 5.4 KM 2025602.0 |
 PX0319|---------------------------------------------------------------------|
 PX0319
 PX0319                          SUPERSEDED SURVEY CONTROL
 PX0319
 PX0319  NAD 83(1986)-  44 30 49.76003(N)    108 15 36.56768(W) AD(       ) 3
 PX0319  NAD 27      -  44 30 49.91698(N)    108 15 34.17969(W) AD(       ) 3
 PX0319  NGVD 29 (07/19/86) 1334.8    (m)         4379.     (f) VERT ANG       
 PX0319
 PX0319.Superseded values are not recommended for survey control.
 PX0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0319.See file dsdata.txt to determine how the superseded data were derived.
 PX0319
 PX0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ1776132596(NAD 83)
 PX0319_MARKER: DD = SURVEY DISK
 PX0319_SETTING: 0 = UNSPECIFIED SETTING
 PX0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0319
 PX0319  HISTORY     - Date     Condition        Report By
 PX0319  HISTORY     - 1948     MONUMENTED       USGS
 PX0319
 PX0319                          STATION DESCRIPTION
 PX0319
 PX0319'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0319'STATION IS LOCATED ABOUT 10 MINUTES W. OF GREYBULL, 7 MI. E. OF
 PX0319'EMBLEM, ABOUT 1/2 MI. N. OF BRIDGE OVER DRY CREEK ON U.S. HIGHWAY 20,
 PX0319'ON HIGHEST POINT OF LOW RIDGE JUST N. OF DRY CREEK.
 PX0319'
 PX0319'TO REACH FROM MAIN STREET IN GREYBULL, GO N.AND W. ON U.S. HIGHWAY 20
 PX0319'FOR 9.9 MI. TO DIRT TRAIL LEADING RIGHT N., LEAVE PAVED HIGHWAY AND
 PX0319'FOLLOW DIRT RD. N. FOR 0.7 MI. TO RD. FORK, TAKE LEFT FORK AND GO 1.2
 PX0319'MI. TURN LEFT OFF RD. TOWARD CENTER OF RIDGE TO S. AND GO 0.4 MI.
 PX0319'ACROSS COUNTRY TO TOP OF RIDGE AND STATION.
 PX0319'
 PX0319'STATION MARK - STANDARD TABLET, STAMPED ---CINDER 1948--- IN TOP OF
 PX0319'CONCRETE MONUMENT BURIED IN GROUND AND PROJECTING ABOUT 3 IN.
 PX0319'
 PX0319'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET, STAMPED ---CINDER
 PX0319'NO.1 1948--- IN TOP OF CONCRETE MONUMENT BURIED IN GROUND AND
 PX0319'PROJECTING ABOUT 6 IN., 36.75 FT. FROM STATION, S 45 DEG 59 MIN W.
 PX0319'
 PX0319'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET, STAMPED ---CINDER
 PX0319'NO.2 1948--- IN TOP OF CONCRETE MONUMENT BURIED IN GROUND AND
 PX0319'PROJECTING ABOUT 6 IN., 47.44 FT. FROM STATION, N 31 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0346 ***********************************************************************
 OW0346  DESIGNATION -  CIRCLE
 OW0346  PID         -  OW0346
 OW0346  STATE/COUNTY-  WY/FREMONT
 OW0346  USGS QUAD   -  INK WELLS (1991)
 OW0346
 OW0346                         *CURRENT SURVEY CONTROL
 OW0346  ___________________________________________________________________
 OW0346* NAD 83(1993)-  43 22 23.15745(N)    109 33 29.81149(W)     ADJUSTED  
 OW0346* NAVD 88     -      3533.5    (meters)   11593.     (feet)  VERTCON   
 OW0346  ___________________________________________________________________
 OW0346  LAPLACE CORR-         -11.50  (seconds)                    DEFLEC99
 OW0346  GEOID HEIGHT-          -7.69  (meters)                     GEOID03
 OW0346
 OW0346  HORZ ORDER  -  FIRST
 OW0346
 OW0346.The horizontal coordinates were established by classical geodetic methods
 OW0346.and adjusted by the National Geodetic Survey in January 1997..
 OW0346
 OW0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0346
 OW0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0346
 OW0346.The geoid height was determined by GEOID03.
 OW0346
 OW0346;                    North         East     Units Scale Factor Converg.
 OW0346;SPC WYWC     -   319,418.478   534,496.137   MT  0.99999026   -0 33 18.4
 OW0346;UTM  12      - 4,803,257.475   616,799.349   MT  0.99976781   +0 59 24.7
 OW0346
 OW0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0346!SPC WYWC     -   0.99944741  x   0.99999026  =   0.99943767
 OW0346!UTM  12      -   0.99944741  x   0.99976781  =   0.99921535
 OW0346
 OW0346|---------------------------------------------------------------------|
 OW0346| PID    Reference Object                     Distance      Geod. Az  |
 OW0346|                                                           dddmmss.s |
 OW0346| CP4697 CIRCLE RM 2                           3.797 METERS 01530     |
 OW0346| CP4695 CIRCLE AZ MK                                       0871026.6 |
 OW0346| CP4696 CIRCLE RM 1                           5.600 METERS 11725     |
 OW0346| OW0355 GANNETT PEAK                        APPROX.20.5 KM 2002345.4 |
 OW0346| OW0347 DOWNS PEAK                          APPROX.11.5 KM 2325019.8 |
 OW0346|---------------------------------------------------------------------|
 OW0346
 OW0346                          SUPERSEDED SURVEY CONTROL
 OW0346
 OW0346  NAD 83(1986)-  43 22 23.14592(N)    109 33 29.80286(W) AD(       ) 1
 OW0346  NAD 27      -  43 22 23.31800(N)    109 33 27.24900(W) AD(       ) 1
 OW0346  NGVD 29 (07/19/86) 3532.0    (m)        11588.     (f) VERT ANG       
 OW0346
 OW0346.Superseded values are not recommended for survey control.
 OW0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0346.See file dsdata.txt to determine how the superseded data were derived.
 OW0346
 OW0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP1679903257(NAD 83)
 OW0346_MARKER: DD = SURVEY DISK
 OW0346_SETTING: 80 = SET IN A BOULDER
 OW0346_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OW0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0346
 OW0346  HISTORY     - Date     Condition        Report By
 OW0346  HISTORY     - 1905     MONUMENTED       USGS
 OW0346  HISTORY     - 1946     GOOD             USGS
 OW0346  HISTORY     - 1968     GOOD             USGS
 OW0346
 OW0346                          STATION DESCRIPTION
 OW0346
 OW0346'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OW0346'THE STATION IS LOCATED ON A PROMINENT GRASSY HILL, 6 MILES SOUTH
 OW0346'OF TORREY LAKE, 4 MILES SOUTH OF THE TRAIL LAKE RANCH, AND
 OW0346'1-1/4 MILES EAST OF GLACIER TRAIL.
 OW0346'
 OW0346'THE MARK IS A STANDARD USGS DISK NOT STAMPED, SET IN A BOULDER,
 OW0346'WHICH IS ABOUT 10 FEET ABOVE THE TOP OF THE MOUNTAIN IN A ROCK
 OW0346'PILE, ABOUT 10 BY 20 FEET, ON THE HIGHEST PART OF THE HILL, AND
 OW0346'50 FEET FROM THE WEST SHOULDER OF THE HILL.
 OW0346'
 OW0346'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CIRCLE (USGS) NO.
 OW0346'2 1946, SET IN A BOULDER, WHICH MAKES UP PART OF THE ROCK
 OW0346'PILE, 5 FEET FROM THE NORTH END OF THE ROCK PILE AND 2.5 FEET
 OW0346'LOWER THAN THE STATION.
 OW0346'
 OW0346'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CIRCLE (USGS) NO.
 OW0346'1 1946, SET IN A BOULDER, PROJECTING ABOUT 2 FEET, 60 FEET EAST
 OW0346'OF THE SHOULDER OF THE HILL, AND 12 FEET EAST OF THE ROCK PILE.
 OW0346'
 OW0346'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CIRCLE (USGS) 1946,
 OW0346'SET IN THE TOP OF A LARGE ROCK BOULDER, ABOUT 8 FEET ABOVE THE
 OW0346'GROUND.  IT IS ON THE SOUTH END OF THE MIDDLE ONE OF A GROUP, 4
 OW0346'FEET FROM THE SOUTH END AND ABOUT 4 FEET LOWER THAN THE HIGHEST
 OW0346'PART OF THE ROCK.
 OW0346'
 OW0346'TO REACH THE AZIMUTH MARK FROM THE STATION GO DOWN THE LONG SLOPE
 OW0346'TO THE EAST FOR ABOUT 3/4 MILE TO THE GROUP OF BOULDERS AND THE
 OW0346'MARK AS DESCRIBED ABOVE.
 OW0346'
 OW0346'TO REACH THE STATION FROM THE DUBOIS POST OFFICE GO EAST ON U.S.
 OW0346'HIGHWAY 287 FOR 3.85 MILES.  TURN RIGHT AND GO 0.25 MILES TO
 OW0346'FORK, TAKE THE LEFT FORK AND GO 1.65 MILES TO FORKS, TAKE THE
 OW0346'LEFT FORK (TORREY LAKE) AND GO 1.15 MILES, CONTINUE AHEAD FOR
 OW0346'1.15 MILES, KEEP RIGHT THROUGH THE GATE AND GO 2.20 MILES TO A
 OW0346'SELF OPENING GATE, PASS THROUGH THE GATE THENCE RIGHT AND GO
 OW0346'ABOUT 2 MILES ON THE MAIN ROAD TO THE TRAIL LAKE RANCH AND END
 OW0346'OF TRUCK TRAVEL.  PACK ACROSS THE CREEK AT THE SADDLE BARN AND
 OW0346'PICK UP TRAIL LEADING WEST ON THE SOUTH SIDE OF THE CREEK
 OW0346'(THIS TRAIL IS WELL MARKED WITH CAIRNS) FOR ABOUT 5 MILES OR A
 OW0346'3 HOUR HORSE PACK.  STAY ON THE TRAIL THAT IS ON THE SOUTH AND
 OW0346'EAST SIDE OF A CREEK ALL THE WAY.  WHEN AT THE SOUTH END OF
 OW0346'A RIDGE THE STEEP BLUFF OF THE WEST SIDE OF THE HILL THAT THE
 OW0346'STATION IS ON CAN BE SEEN, ALSO THE LARGE ROCK PILE.  LEAVE
 OW0346'THE TRAIL AND CROSS COUNTRY FOR ABOUT 1-1/4 MILES TO THE TOP
 OW0346'OF THE HILL AND THE STATION AS DESCRIBED ABOVE.
 OW0346
 OW0346                          STATION RECOVERY (1968)
 OW0346
 OW0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OW0346'STATION MARK--STANDARD USGS TABLET SET IN BOULDER, WHICH IS ABOUT
 OW0346'10 FT. ABOVE TOP OF MOUNTAIN IN A ROCK PILE, STAMPED---VABM CIRCLE
 OW0346'1905 - 1946---.  STAMPING ADDED IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0439 ***********************************************************************
 PX0439  DESIGNATION -  CIRCLE H
 PX0439  PID         -  PX0439
 PX0439  STATE/COUNTY-  WY/PARK
 PX0439  USGS QUAD   -  WAPITI (1991)
 PX0439
 PX0439                         *CURRENT SURVEY CONTROL
 PX0439  ___________________________________________________________________
 PX0439* NAD 83(1993)-  44 29 46.35184(N)    109 28 35.22997(W)     ADJUSTED  
 PX0439* NAVD 88     -      2257.4    (meters)    7406.     (feet)  VERTCON   
 PX0439  ___________________________________________________________________
 PX0439  LAPLACE CORR-         -14.50  (seconds)                    DEFLEC99
 PX0439  GEOID HEIGHT-          -8.83  (meters)                     GEOID03
 PX0439
 PX0439  HORZ ORDER  -  THIRD
 PX0439
 PX0439.The horizontal coordinates were established by classical geodetic methods
 PX0439.and adjusted by the National Geodetic Survey in January 1997..
 PX0439
 PX0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0439
 PX0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0439
 PX0439.The geoid height was determined by GEOID03.
 PX0439
 PX0439;                    North         East     Units Scale Factor Converg.
 PX0439;SPC WYWC     -   444,139.862   542,225.367   MT  0.99997853   -0 30 33.0
 PX0439;UTM  12      - 4,928,116.895   621,126.700   MT  0.99978043   +1 04 04.5
 PX0439
 PX0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0439!SPC WYWC     -   0.99964756  x   0.99997853  =   0.99962610
 PX0439!UTM  12      -   0.99964756  x   0.99978043  =   0.99942807
 PX0439
 PX0439:                Primary Azimuth Mark                     Grid Az
 PX0439:SPC WYWC     -  SIGNAL                                   274 00 40.6
 PX0439:UTM  12      -  SIGNAL                                   272 26 03.1
 PX0439
 PX0439|---------------------------------------------------------------------|
 PX0439| PID    Reference Object                     Distance      Geod. Az  |
 PX0439|                                                           dddmmss.s |
 PX0439| PX0442 SIGNAL                              APPROX. 5.6 KM 2733007.6 |
 PX0439|---------------------------------------------------------------------|
 PX0439
 PX0439                          SUPERSEDED SURVEY CONTROL
 PX0439
 PX0439  NAD 83(1986)-  44 29 46.33871(N)    109 28 35.22088(W) AD(       ) 3
 PX0439  NAD 27      -  44 29 46.49036(N)    109 28 32.61788(W) AD(       ) 3
 PX0439  NGVD 29 (07/19/86) 2256.2    (m)         7402.     (f) VERT ANG       
 PX0439
 PX0439.Superseded values are not recommended for survey control.
 PX0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0439.See file dsdata.txt to determine how the superseded data were derived.
 PX0439
 PX0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2112728117(NAD 83)
 PX0439_MARKER: DD = SURVEY DISK
 PX0439_SETTING: 66 = SET IN ROCK OUTCROP
 PX0439_SP_SET: SET IN ROCK OUTCROP
 PX0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0439+STABILITY: POSITION/ELEVATION WELL
 PX0439
 PX0439  HISTORY     - Date     Condition        Report By
 PX0439  HISTORY     - 1948     MONUMENTED       USGS
 PX0439
 PX0439                          STATION DESCRIPTION
 PX0439
 PX0439'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0439'STATION IS LOCATED ABOUT 23 MI. W. OF CODY, WYOMING, ON HIGH RANGE S.
 PX0439'OF JIM MOUNTAIN, ON THE N. SIDE OF THE SHOSHONE RIVER. 1.5 MI. N. OF
 PX0439'SHOSHONE RIVER, ABOUT 6 MI. W. OF UPPER END OF SHOSHONE RESERVIOR,
 PX0439'NOW CALLED BUFFALO BILL RESERVOIR, 2.1 MI. NW. OF U.S. HIGHWAY 20 AND
 PX0439'SHOSHONE RIVER CROSSING.  1.8 MI. N. OF U.S. HIGHWAY 20 1.6 MI. E. OF
 PX0439'BIG CREEK.
 PX0439'
 PX0439'TO REACH STATION FROM POST OFFICE IN CODY, WYOMING, FOLLOW U.S.
 PX0439'HIGHWAY 20 THE CODY E. ENTRANCE RD. TOWARD YELLOWSTONE PARK FOR ABOUT
 PX0439'20.6 MI. TO DIM RD.JUNCTION LEADING W. ALONG N. SIDE OF RIVER.  THIS
 PX0439'JUNCTION IS AT N. END OF BRIDGE OVER SHOSHONE RIVER. FOLLOW W. ALONG
 PX0439'TRAIL RD. ON N. SIDE OF RIVER ABOUT 0.6 MI. TO SMALL CABIN.  LEAVE
 PX0439'TRUCK AND CLIMB NW. ABOUT 1.9 MI. TO TOP OF HIGH SHARP ROCKY PEAK S.
 PX0439'OF JIM MOUNTAIN AND STATION LOCATION.  STATION IS LOCATED ON HIGH
 PX0439'SHARP POINT ON SMALL RIDGE PROJECTING S. FROM TIMBERED HIGH POINT ON
 PX0439'PEAK.
 PX0439'
 PX0439'STATION MARK - A STANDARD GS TABLET STAMPED ---CIRCLE H 1948--- AND
 PX0439'CEMENTED IN TOP OF ROCK OUTCROP.
 PX0439'
 PX0439'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET STAMPED ---CIRCLE
 PX0439'H NO.1--- CEMENTED IN TOP OF AN EMBEDDED BOULDER 12.360 FT. N.,
 PX0439'S 04 DEG 30 MIN E.
 PX0439'
 PX0439'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET STAMPED --- CIRCLE H
 PX0439'NO.2 --- CEMENTED IN TOP OF AN EMBEDDED BOULDER 25.960 FT. E.,
 PX0439'S 73 DEG 13 MIN W.
 PX0439'
 PX0439'SIGNAL DATA - RED OVER WHITE CROSS TARGET 1954 DIST FT. ABOVE STATION
 PX0439'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0168 ***********************************************************************
 NS0168  DESIGNATION -  CIRUS
 NS0168  PID         -  NS0168
 NS0168  STATE/COUNTY-  WY/FREMONT
 NS0168  USGS QUAD   -  RED CANYON (1978)
 NS0168
 NS0168                         *CURRENT SURVEY CONTROL
 NS0168  ___________________________________________________________________
 NS0168* NAD 83(1993)-  42 36 46.00873(N)    108 15 55.56972(W)     ADJUSTED  
 NS0168* NAVD 88     -      2144.0    (meters)    7034.     (feet)  VERTCON   
 NS0168  ___________________________________________________________________
 NS0168  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 NS0168  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NS0168
 NS0168  HORZ ORDER  -  THIRD
 NS0168
 NS0168.The horizontal coordinates were established by classical geodetic methods
 NS0168.and adjusted by the National Geodetic Survey in January 1997..
 NS0168
 NS0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0168
 NS0168.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0168
 NS0168.The geoid height was determined by GEOID03.
 NS0168
 NS0168;                    North         East     Units Scale Factor Converg.
 NS0168;SPC WYWC     -   234,754.442   639,756.577   MT  0.99995694   +0 19 41.1
 NS0168;UTM  12      - 4,721,441.387   724,291.545   MT  1.00021897   +1 51 07.8
 NS0168
 NS0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0168!SPC WYWC     -   0.99966586  x   0.99995694  =   0.99962281
 NS0168!UTM  12      -   0.99966586  x   1.00021897  =   0.99988475
 NS0168
 NS0168:                Primary Azimuth Mark                     Grid Az
 NS0168:SPC WYWC     -  DEVILS GAP                               023 18 36.5
 NS0168:UTM  12      -  DEVILS GAP                               021 47 09.8
 NS0168
 NS0168|---------------------------------------------------------------------|
 NS0168| PID    Reference Object                     Distance      Geod. Az  |
 NS0168|                                                           dddmmss.s |
 NS0168| NS0165 DEVILS GAP                          APPROX. 4.2 KM 0233817.6 |
 NS0168|---------------------------------------------------------------------|
 NS0168
 NS0168                          SUPERSEDED SURVEY CONTROL
 NS0168
 NS0168  NAD 83(1986)-  42 36 45.99411(N)    108 15 55.57119(W) AD(       ) 3
 NS0168  NAD 27      -  42 36 46.14463(N)    108 15 53.21478(W) AD(       ) 3
 NS0168  NGVD 29 (07/19/86) 2142.9    (m)         7030.     (f) VERT ANG       
 NS0168
 NS0168.Superseded values are not recommended for survey control.
 NS0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0168.See file dsdata.txt to determine how the superseded data were derived.
 NS0168
 NS0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2429221441(NAD 83)
 NS0168_MARKER: DD = SURVEY DISK
 NS0168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0168
 NS0168  HISTORY     - Date     Condition        Report By
 NS0168  HISTORY     - 1951     MONUMENTED       USGS
 NS0168
 NS0168                          STATION DESCRIPTION
 NS0168
 NS0168'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0168'LOCATED ABOUT 2.0 MI. AIRLINE MI. N. OF A POINT WHERE U.S. HIGHWAY 287
 NS0168'GOES OVER BEAVER PASS.  ABOUT 100 FT. SE. OF A DIM T-RD. E. AND JUST
 NS0168'E. OF THE HIGHEST PART OF RIDGE OR RIM.
 NS0168'
 NS0168'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 28 AND U.S. HIGHWAY 287,
 NS0168'E. OF LANDER, WYOMING, PROCEED E. ON U.S. HIGHWAY 287 OVER BEAVER PASS
 NS0168'FOR 25.35 MI. TO A RD. N. LEFT FROM HIGHWAY.  TURN LEFT W. AND GO 0.55
 NS0168'MI. TO A GATE AND DIM Y-RD.  PROCEED THROUGH GATE AND ALONG MAIN
 NS0168'TRAVELED RD. FOR 1.5 MI. TO A T-RD. E. AND STATION SITE.
 NS0168'
 NS0168'STATION MARK - A STANDARD BRONZE TABLET WELDED IN A 4-IN. IRON PIPE,
 NS0168'PROTRUDING 7 IN. ABOVE SURFACE OF GROUND.  STAMPED ---W.R. CIRUS
 NS0168'1951---.
 NS0168'
 NS0168'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2138 ***********************************************************************
 AA2138  FBN         -  This is a Federal Base Network Control Station.
 AA2138  DESIGNATION -  CITY POINT 91 3
 AA2138  PID         -  AA2138
 AA2138  STATE/COUNTY-  WY/NATRONA
 AA2138  USGS QUAD   -  CASPER (1984)
 AA2138
 AA2138                         *CURRENT SURVEY CONTROL
 AA2138  ___________________________________________________________________
 AA2138* NAD 83(1993)-  42 48 52.20755(N)    106 17 29.48165(W)     ADJUSTED  
 AA2138* NAVD 88     -      1711.3    (meters)    5614.     (feet)  GPS OBS   
 AA2138  ___________________________________________________________________
 AA2138  X           -  -1,314,883.428 (meters)                     COMP
 AA2138  Y           -  -4,499,021.584 (meters)                     COMP
 AA2138  Z           -   4,313,562.196 (meters)                     COMP
 AA2138  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AA2138  ELLIP HEIGHT-        1698.38  (meters)          (02/28/01) GPS OBS
 AA2138  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 AA2138
 AA2138  HORZ ORDER  -  B
 AA2138  ELLP ORDER  -  SECOND    CLASS I
 AA2138
 AA2138.The horizontal coordinates were established by GPS observations
 AA2138.and adjusted by the National Geodetic Survey in October 1994..
 AA2138
 AA2138.The orthometric height was determined by GPS observations and a
 AA2138.high-resolution geoid model.
 AA2138
 AA2138.Photographs are available for this station.
 AA2138
 AA2138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2138
 AA2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2138
 AA2138.The ellipsoidal height was determined by GPS observations
 AA2138.and is referenced to NAD 83.
 AA2138
 AA2138.The geoid height was determined by GEOID03.
 AA2138
 AA2138;                    North         East     Units Scale Factor Converg.
 AA2138;SPC WYEC     -   357,574.401   485,200.391   MT  1.00002677   +0 42 29.1
 AA2138;UTM  13      - 4,741,024.754   394,413.298   MT  0.99973715   -0 52 40.2
 AA2138
 AA2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2138!SPC WYEC     -   0.99973372  x   1.00002677  =   0.99976048
 AA2138!UTM  13      -   0.99973372  x   0.99973715  =   0.99947094
 AA2138
 AA2138                          SUPERSEDED SURVEY CONTROL
 AA2138
 AA2138  ELLIP H (10/19/94) 1698.42   (m)                       GP(       ) 4 1
 AA2138
 AA2138.Superseded values are not recommended for survey control.
 AA2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2138.See file dsdata.txt to determine how the superseded data were derived.
 AA2138
 AA2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9441341025(NAD 83)
 AA2138_MARKER: I = METAL ROD
 AA2138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA2138_STAMPING: PHOTO PT. NO. 2084 DESIG. NO. 91-3
 AA2138_MARK LOGO: MERRIC
 AA2138_PROJECTION: FLUSH
 AA2138_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2138+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1999
 AA2138_ROD/PIPE-DEPTH: 1    meters
 AA2138
 AA2138  HISTORY     - Date     Condition        Report By
 AA2138  HISTORY     - 1991     MONUMENTED       MERRIC
 AA2138  HISTORY     - 19990729 GOOD             NGS
 AA2138
 AA2138                          STATION DESCRIPTION
 AA2138
 AA2138'DESCRIBED BY MERRICK AND COMPANY 1991 (JA)
 AA2138'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHEAST OF CASPER, ALONG
 AA2138'STATE HIGHWAY 258, 0.15 KM (0.10 MI) SOUTHWEST OF MILE POST 15, IN THE
 AA2138'NW 1/4 OF SECTION 23, T 33 N, R 79 W.  OWNERSHIP--WYOMING DEPARTMENT
 AA2138'OF TRANSPORTATION. TO REACH FROM THE INTERSECTION OF INTERSTATE
 AA2138'HIGHWAY 25 AND STATE HIGHWAY 258 ON THE EAST SIDE OF CASPER, GO SOUTH
 AA2138'ON HIGHWAY 258 FOR 3.9 KM (2.40 MI) TO A CROSS ROAD (COUNTRY CLUB
 AA2138'ROAD).  CONTINUE SOUTH ON HIGHWAY 258 FOR 1.5 KM (0.95 MI) TO THE
 AA2138'STATION ON THE RIGHT. STATION MARK IS A TOP CENTER PUNCH HOLE ON A ROD
 AA2138'ENCASED IN A 12.7 CM PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET
 AA2138'FLUSH WITH THE GROUND.  IT IS 0.15 M (0.49 FT) EAST OF A YELLOW
 AA2138'FIBERGLASS WITNESS POST AND NEAR THE RIGHT-OF-WAY FENCE.
 AA2138
 AA2138                          STATION RECOVERY (1999)
 AA2138
 AA2138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA2138'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 AA2138'CONDITION AND TO REACH AS PREVIOUSLY DESCRIBED.  ADD 28.65 M (94.00
 AA2138'FT) NORTHWEST OF THE CENTER OF THE HIGHWAY AND ABOUT 1.82 M (5.97 FT)
 AA2138'ABOVE THE HIGHWAY, 1.52 M (4.99 FT) SOUTHEAST OF THE HIGHWAY
 AA2138'RIGHT-OF-WAY FENCE AND 0.45 M (1.48 FT) SOUTHEAST OF A FIBERGLASS
 AA2138'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0251 ***********************************************************************
 NS0251  DESIGNATION -  CLAIM
 NS0251  PID         -  NS0251
 NS0251  STATE/COUNTY-  WY/FREMONT
 NS0251  USGS QUAD   -  MINERS DELIGHT (1991)
 NS0251
 NS0251                         *CURRENT SURVEY CONTROL
 NS0251  ___________________________________________________________________
 NS0251* NAD 83(1993)-  42 33 16.89412(N)    108 44 43.43253(W)     ADJUSTED  
 NS0251* NAVD 88     -      2676.2    (meters)    8780.     (feet)  VERTCON   
 NS0251  ___________________________________________________________________
 NS0251  LAPLACE CORR-         -11.56  (seconds)                    DEFLEC99
 NS0251  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 NS0251
 NS0251  HORZ ORDER  -  THIRD
 NS0251
 NS0251.The horizontal coordinates were established by classical geodetic methods
 NS0251.and adjusted by the National Geodetic Survey in January 1997..
 NS0251
 NS0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0251
 NS0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0251
 NS0251.The geoid height was determined by GEOID03.
 NS0251
 NS0251;                    North         East     Units Scale Factor Converg.
 NS0251;SPC WYWC     -   228,188.417   600,377.933   MT  0.99993750   +0 00 11.2
 NS0251;UTM  12      - 4,713,829.685   685,094.555   MT  1.00002153   +1 31 30.7
 NS0251
 NS0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0251!SPC WYWC     -   0.99958219  x   0.99993750  =   0.99951972
 NS0251!UTM  12      -   0.99958219  x   1.00002153  =   0.99960371
 NS0251
 NS0251:                Primary Azimuth Mark                     Grid Az
 NS0251:SPC WYWC     -  LIMESTONE                                044 58 19.2
 NS0251:UTM  12      -  LIMESTONE                                043 26 59.7
 NS0251
 NS0251|---------------------------------------------------------------------|
 NS0251| PID    Reference Object                     Distance      Geod. Az  |
 NS0251|                                                           dddmmss.s |
 NS0251| NS0247 LIMESTONE                           APPROX. 3.7 KM 0445830.4 |
 NS0251|---------------------------------------------------------------------|
 NS0251
 NS0251                          SUPERSEDED SURVEY CONTROL
 NS0251
 NS0251  NAD 83(1986)-  42 33 16.87752(N)    108 44 43.43365(W) AD(       ) 3
 NS0251  NAD 27      -  42 33 17.04180(N)    108 44 41.01941(W) AD(       ) 3
 NS0251  NGVD 29 (07/19/86) 2675.0    (m)         8776.     (f) VERT ANG       
 NS0251
 NS0251.Superseded values are not recommended for survey control.
 NS0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0251.See file dsdata.txt to determine how the superseded data were derived.
 NS0251
 NS0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8509513830(NAD 83)
 NS0251_MARKER: DD = SURVEY DISK
 NS0251_SETTING: 66 = SET IN ROCK OUTCROP
 NS0251_SP_SET: SET IN BEDROCK
 NS0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0251+STABILITY: POSITION/ELEVATION WELL
 NS0251
 NS0251  HISTORY     - Date     Condition        Report By
 NS0251  HISTORY     - 1951     MONUMENTED       USGS
 NS0251
 NS0251                          STATION DESCRIPTION
 NS0251
 NS0251'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0251'STATION CLAIM LIES APPROXIMATELY 4.05 AIRLINE MI. N. OF ATLANTIC CITY.
 NS0251'STATION LIES AT NE. END OF ROCKY RIDGE.
 NS0251'
 NS0251'FROM THE JUNCTION OF HIGHWAYS 287 AND 28 PROCEED ON HIGHWAY 28 FOR
 NS0251'18.2 MI. TO A RD. TURNING W. BETWEEN SNOW FENCES.  PROCEED ALONG RD.
 NS0251'FOR .7 MI. AND TURN RIGHT.  AFTER .2 MI. TURN RIGHT AGAIN.  AFTER .2
 NS0251'MI. TURN RIGHT ACROSS COUNTRY TO HIGH POINT AND STATION -LAST RIGHT
 NS0251'TURN IS MADE AFTER YOU CLIMB A SHORT STEEP HILL AND CROSS A SADDLE.-
 NS0251'
 NS0251'STATION MARK - STANDARD USGS BRONZE TABLET CEMENTED INTO SOLID BEDROCK
 NS0251'STATION IS STAMPED -WR CLAIM 1951-.
 NS0251'
 NS0251'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0437 ***********************************************************************
 OU0437  DESIGNATION -  CLARK
 OU0437  PID         -  OU0437
 OU0437  STATE/COUNTY-  WY/CAMPBELL
 OU0437  USGS QUAD   -  PERSSON DRAW (1984)
 OU0437
 OU0437                         *CURRENT SURVEY CONTROL
 OU0437  ___________________________________________________________________
 OU0437* NAD 83(1993)-  43 59 25.63080(N)    105 43 59.61934(W)     ADJUSTED  
 OU0437* NAVD 88     -      1609.6    (meters)    5281.     (feet)  VERTCON   
 OU0437  ___________________________________________________________________
 OU0437  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 OU0437  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 OU0437
 OU0437  HORZ ORDER  -  THIRD
 OU0437  VERT ORDER  -  THIRD ? (See Below)
 OU0437
 OU0437.The horizontal coordinates were established by classical geodetic methods
 OU0437.and adjusted by the National Geodetic Survey in January 1997..
 OU0437
 OU0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0437.The vertical order pertains to the NGVD 29 superseded value.
 OU0437
 OU0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0437
 OU0437.The geoid height was determined by GEOID03.
 OU0437
 OU0437;                    North         East     Units Scale Factor Converg.
 OU0437;SPC WY E     -   387,844.660   154,553.832   MT  0.99996289   -0 23 36.6
 OU0437;UTM  13      - 4,871,073.776   441,204.645   MT  0.99964252   -0 30 33.4
 OU0437
 OU0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0437!SPC WY E     -   0.99974995  x   0.99996289  =   0.99971285
 OU0437!UTM  13      -   0.99974995  x   0.99964252  =   0.99939256
 OU0437
 OU0437:                Primary Azimuth Mark                     Grid Az
 OU0437:SPC WY E     -  WARDEN                                   193 40 38.9
 OU0437:UTM  13      -  WARDEN                                   193 47 35.7
 OU0437
 OU0437|---------------------------------------------------------------------|
 OU0437| PID    Reference Object                     Distance      Geod. Az  |
 OU0437|                                                           dddmmss.s |
 OU0437| OU0455 WARDEN                              APPROX.13.3 KM 1931702.3 |
 OU0437|---------------------------------------------------------------------|
 OU0437
 OU0437                          SUPERSEDED SURVEY CONTROL
 OU0437
 OU0437  NAD 83(1986)-  43 59 25.61235(N)    105 43 59.59542(W) AD(       ) 3
 OU0437  NAD 27      -  43 59 25.70741(N)    105 43 57.59309(W) AD(       ) 3
 OU0437  NGVD 29 (07/19/86) 1608.8    (m)         5278.     (f) LEVELING    3  
 OU0437
 OU0437.Superseded values are not recommended for survey control.
 OU0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0437.See file dsdata.txt to determine how the superseded data were derived.
 OU0437
 OU0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ4120571074(NAD 83)
 OU0437_MARKER: DD = SURVEY DISK
 OU0437_SETTING: 0 = UNSPECIFIED SETTING
 OU0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0437
 OU0437  HISTORY     - Date     Condition        Report By
 OU0437  HISTORY     - 1955     MONUMENTED       USGS
 OU0437
 OU0437                          STATION DESCRIPTION
 OU0437
 OU0437'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0437'STATION IS LOCATED IN SEC. 3, T 46 N, R 74 W, ABOUT 24.5 MI. (AIRLINE)
 OU0437'SW. OF GILLETTE, ABOUT 9.0 MI. (AIRLINE) NNE. OF SAVAGETON, AND ABOUT
 OU0437'0.5 MI. W. OF STATE SECONDARY 109, ON THE TOP OF A PROMINENT GRASS
 OU0437'COVERED HILL.
 OU0437'
 OU0437'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO W. ON FOURTH
 OU0437'STREET 0.45 MI. TO THE 4-J ROAD (STATE SECONDARY 109), TURN LEFT
 OU0437'(GENERALLY SW.) 11.7 MI. TO GRADED RD. LEFT, CONTINUE ALONG SECONDARY
 OU0437'7.3 MI. (SW. TO S.) TO A GATE AND TRACK RD. ON THE RIGHT, TURN RIGHT
 OU0437'(W.) GO 0.4 MI. TO RD. FORK NEAR TOP OF RIDGE, TURN LEFT (S.) GO 0.1
 OU0437'MI. TO RD. BEND, LEAVE RD. AND GO S. ANOTHER 0.1 MI. ALONG A DIM
 OU0437'TRAIL TO THE TOP AND THE STATION ON THE LEFT.
 OU0437'
 OU0437'STATION MARK--STANDARD TABLET, SET IN THE TOP OF A CONCRETE POST,
 OU0437'PROJECTING ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---CLARK 1955---.
 OU0437'
 OU0437'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0523 ***********************************************************************
 NR0523  DESIGNATION -  CLARK
 NR0523  PID         -  NR0523
 NR0523  STATE/COUNTY-  WY/NATRONA
 NR0523  USGS QUAD   -  REID CANYON (1951)
 NR0523
 NR0523                         *CURRENT SURVEY CONTROL
 NR0523  ___________________________________________________________________
 NR0523* NAD 83(1993)-  42 58 28.15222(N)    106 52 27.88277(W)     ADJUSTED  
 NR0523* NAVD 88     -      2047.7    (meters)    6718.     (feet)  VERTCON   
 NR0523  ___________________________________________________________________
 NR0523  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 NR0523  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 NR0523
 NR0523  HORZ ORDER  -  THIRD
 NR0523
 NR0523.The horizontal coordinates were established by classical geodetic methods
 NR0523.and adjusted by the National Geodetic Survey in January 1997..
 NR0523
 NR0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0523
 NR0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0523
 NR0523.The geoid height was determined by GEOID03.
 NR0523
 NR0523;                    North         East     Units Scale Factor Converg.
 NR0523;SPC WYEC     -   374,921.818   437,434.068   MT  0.99995473   +0 18 46.2
 NR0523;UTM  13      - 4,759,686.192   347,154.606   MT  0.99988740   -1 16 40.7
 NR0523
 NR0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0523!SPC WYEC     -   0.99968104  x   0.99995473  =   0.99963578
 NR0523!UTM  13      -   0.99968104  x   0.99988740  =   0.99956848
 NR0523
 NR0523:                Primary Azimuth Mark                     Grid Az
 NR0523:SPC WYEC     -  EASY                                     027 37 40.0
 NR0523:UTM  13      -  EASY                                     029 13 06.9
 NR0523
 NR0523|---------------------------------------------------------------------|
 NR0523| PID    Reference Object                     Distance      Geod. Az  |
 NR0523|                                                           dddmmss.s |
 NR0523| OV0430 EASY                                APPROX.22.1 KM 0275626.2 |
 NR0523|---------------------------------------------------------------------|
 NR0523
 NR0523                          SUPERSEDED SURVEY CONTROL
 NR0523
 NR0523  NAD 83(1986)-  42 58 28.13136(N)    106 52 27.86022(W) AD(       ) 3
 NR0523  NGVD 29 (09/08/93) 2046.7    (m)         6715.     (f) VERT ANG       
 NR0523
 NR0523.Superseded values are not recommended for survey control.
 NR0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0523.See file dsdata.txt to determine how the superseded data were derived.
 NR0523
 NR0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH4715559686(NAD 83)
 NR0523_MARKER: DD = SURVEY DISK
 NR0523_SETTING: 0 = UNSPECIFIED SETTING
 NR0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0523
 NR0523  HISTORY     - Date     Condition        Report By
 NR0523  HISTORY     - 1905     MONUMENTED       USGS
 NR0523  HISTORY     - 1948     GOOD             USGS
 NR0523
 NR0523                          STATION DESCRIPTION
 NR0523
 NR0523'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0523'FROM NATRONA POST OFFICE, GO S. ON DIRT RD. JUST E. OF THE NATRONA
 NR0523'POST OFFICE, FOR 2.5 MI. TO RD. FORK, TAKE LEFT FORK AND CONTINUE S.
 NR0523'1.4 MI. TO DIRT RD. TO RIGHT, 300 FT. N. OF AN A-TRUSS BRIDGE, TURN
 NR0523'RIGHT AND GO W. ON THIS RD. FOR 0.3 MI. TO A GATE, CONTINUE ON RD.,
 NR0523'GOING W. AND SW. FOR 5.1 MI. TO OIL DRILLING RIG ON TOP OF MOUNTAIN,
 NR0523'STATION IS 0.3 MI. N-NW., ON HIGH POINT.
 NR0523'
 NR0523'STATION MARK--STANDARD TABLET, STAMPED ---CLARK 1947 VABM 6719---,
 NR0523'AND SET IN DRILL HOLE OF ORIGINAL STATION MARK AS SET IN 1905 BY
 NR0523'USGS.
 NR0523'
 NR0523'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN CONCRETE
 NR0523'MONUMENT ABOUT 3 IN. ABOVE GROUND, STAMPED ---CLARK NO. 1 1947---,
 NR0523'IN SAME POSITION AS ORIGINAL AND 41.04 FT. E. OF THE STATION MARK,
 NR0523'N 56 DEG 07 MIN W.
 NR0523'
 NR0523'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN CONCRETE
 NR0523'MONUMENT ABOUT 3 IN. ABOVE GROUND, STAMPED ---CLARK NO. 2 1947---,
 NR0523'AND 42.92 FT. S. OF STATION MARK, N 21 DEG 31 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0798 ***********************************************************************
 OX0798  DESIGNATION -  CLAUSE RESET
 OX0798  PID         -  OX0798
 OX0798  STATE/COUNTY-  WY/LINCOLN
 OX0798  USGS QUAD   -  CLAUSE PEAK (1996)
 OX0798
 OX0798                         *CURRENT SURVEY CONTROL
 OX0798  ___________________________________________________________________
 OX0798* NAD 83(1993)-  43 09 30.30702(N)    110 34 51.10703(W)     ADJUSTED  
 OX0798* NAVD 88     -      3236.0    (meters)   10617.     (feet)  VERTCON   
 OX0798  ___________________________________________________________________
 OX0798  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 OX0798  GEOID HEIGHT-         -10.35  (meters)                     GEOID03
 OX0798
 OX0798  HORZ ORDER  -  THIRD
 OX0798
 OX0798.The horizontal coordinates were established by classical geodetic methods
 OX0798.and adjusted by the National Geodetic Survey in January 1997..
 OX0798
 OX0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0798
 OX0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0798
 OX0798.The geoid height was determined by GEOID03.
 OX0798
 OX0798;                    North         East     Units Scale Factor Converg.
 OX0798;SPC WY W     -   395,372.248   759,537.820   MT  0.99995763   -0 20 25.2
 OX0798;UTM  12      - 4,778,492.412   534,075.282   MT  0.99961428   +0 17 12.1
 OX0798
 OX0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0798!SPC WY W     -   0.99949440  x   0.99995763  =   0.99945206
 OX0798!UTM  12      -   0.99949440  x   0.99961428  =   0.99910888
 OX0798
 OX0798:                Primary Azimuth Mark                     Grid Az
 OX0798:SPC WY W     -  RAM ET                                   006 36 13.7
 OX0798:UTM  12      -  RAM ET                                   005 58 36.4
 OX0798
 OX0798|---------------------------------------------------------------------|
 OX0798| PID    Reference Object                     Distance      Geod. Az  |
 OX0798|                                                           dddmmss.s |
 OX0798| OX0797 RAM ET                              APPROX. 7.8 KM 0061548.5 |
 OX0798|---------------------------------------------------------------------|
 OX0798
 OX0798                          SUPERSEDED SURVEY CONTROL
 OX0798
 OX0798  NAD 83(1993)-  43 09 30.30498(N)    110 34 51.10306(W) AD(       ) 3
 OX0798  NAD 83(1986)-  43 09 30.29232(N)    110 34 51.09466(W) AD(       ) 3
 OX0798  NAD 27      -  43 09 30.53811(N)    110 34 48.40803(W) AD(       ) 3
 OX0798  NGVD 29 (07/19/86) 3234.5    (m)        10612.     (f) VERT ANG       
 OX0798
 OX0798.Superseded values are not recommended for survey control.
 OX0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0798.See file dsdata.txt to determine how the superseded data were derived.
 OX0798
 OX0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN3407578492(NAD 83)
 OX0798
 OX0798  HISTORY     - Date     Condition        Report By
 OX0798  HISTORY     - 1965     MONUMENTED       USGS
 OX0798  HISTORY     - 1965     GOOD             USGS
 OX0798
 OX0798                          STATION DESCRIPTION
 OX0798
 OX0798'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0798'ON DIVIDE BETWEEN FALL RIVER AND WILLOW CREEK AND OVERLOOKING BOTH
 OX0798'OF THOSE STREAMS.  IT IS THE MOST PROMINENT POINT N. OF HOBACK PEAK
 OX0798'BETWEEN THAT PEAK AND FALL RIVER.  THE SUMMIT IS COMPOSED OF LIGHT
 OX0798'RED ROCK AND EARTH AND CAN PROBABLY BE REACHED BEST FROM ABOUT
 OX0798'HALFWAY DOWN CLIFF CREEK.  THE STATION IS ABOUT 4 MI. N. OF CLIFF
 OX0798'CREEK PASS AND CAN BE REACHED BY FOLLOWING THE DIVIDE FROM PASS.
 OX0798'HORSES CAN BE TAKEN TO ABOUT 2 MI. FROM PASS.
 OX0798'
 OX0798'RECOVERED.
 OX0798'
 OX0798'STATION MARK--ALUMINUM USGS BM TABLET, CEMENTED IN STONE AT GROUND
 OX0798'LEVEL, STAMPED ---CLAUSE 1907 - ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0477 ***********************************************************************
 NQ0477  DESIGNATION -  CLAWSON
 NQ0477  PID         -  NQ0477
 NQ0477  STATE/COUNTY-  WY/GOSHEN
 NQ0477  USGS QUAD   -  COTTIER (1990)
 NQ0477
 NQ0477                         *CURRENT SURVEY CONTROL
 NQ0477  ___________________________________________________________________
 NQ0477* NAD 83(1993)-  42 02 18.36597(N)    104 21 24.47261(W)     ADJUSTED  
 NQ0477* NAVD 88     -      1411.     (meters)    4629.     (feet)  SCALED    
 NQ0477  ___________________________________________________________________
 NQ0477  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 NQ0477  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 NQ0477
 NQ0477  HORZ ORDER  -  SECOND
 NQ0477
 NQ0477.The horizontal coordinates were established by classical geodetic methods
 NQ0477.and adjusted by the National Geodetic Survey in January 1997..
 NQ0477
 NQ0477.The orthometric height was scaled from a topographic map.
 NQ0477
 NQ0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0477
 NQ0477.The geoid height was determined by GEOID03.
 NQ0477
 NQ0477;                    North         East     Units Scale Factor Converg.
 NQ0477;SPC WY E     -   171,163.913   267,053.891   MT  0.99999281   +0 32 32.4
 NQ0477;UTM  13      - 4,654,243.733   553,236.514   MT  0.99963487   +0 25 50.6
 NQ0477
 NQ0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0477!SPC WY E     -   0.99978144  x   0.99999281  =   0.99977425
 NQ0477!UTM  13      -   0.99978144  x   0.99963487  =   0.99941639
 NQ0477
 NQ0477:                Primary Azimuth Mark                     Grid Az
 NQ0477:SPC WY E     -  ET 3 GT                                  094 06 36.3
 NQ0477:UTM  13      -  ET 3 GT                                  094 13 18.1
 NQ0477
 NQ0477|---------------------------------------------------------------------|
 NQ0477| PID    Reference Object                     Distance      Geod. Az  |
 NQ0477|                                                           dddmmss.s |
 NQ0477| NQ0688 ET 3 GT                             APPROX. 0.8 KM 0943908.7 |
 NQ0477| CP9026 CLAWSON RM 1                          8.150 METERS 10657     |
 NQ0477| MO1012 YODER MUNICIPAL TANK                APPROX.14.5 KM 1591334.0 |
 NQ0477| NQ0476 BM                                    5.140 METERS 29747     |
 NQ0477|---------------------------------------------------------------------|
 NQ0477
 NQ0477                          SUPERSEDED SURVEY CONTROL
 NQ0477
 NQ0477  NAD 83(1986)-  42 02 18.34669(N)    104 21 24.47480(W) AD(       ) 2
 NQ0477  NAD 27      -  42 02 18.46770(N)    104 21 22.63890(W) AD(       ) 2
 NQ0477
 NQ0477.Superseded values are not recommended for survey control.
 NQ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0477.See file dsdata.txt to determine how the superseded data were derived.
 NQ0477
 NQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5323754244(NAD 83)
 NQ0477_MARKER: DS = TRIANGULATION STATION DISK
 NQ0477_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0477
 NQ0477  HISTORY     - Date     Condition        Report By
 NQ0477  HISTORY     - 1963     MONUMENTED       CGS
 NQ0477  HISTORY     - 1966     GOOD             USDA
 NQ0477
 NQ0477                          STATION DESCRIPTION
 NQ0477
 NQ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 NQ0477'THE STATION IS 8-1/2 MILES WEST AND 1-1/2 MILES SOUTH OF TORRINGTON,
 NQ0477'5-1/4 MILE NORTH AND 1-1/2 MILE EAST OF VETERAN, ON THE NORTHWEST
 NQ0477'END AND HIGHEST POINT OF THE HIGHEST ONE OF THREE BUTTES AND
 NQ0477'ON PROPERTY OWNED BY MR. JOSEPH CLAWSON.
 NQ0477'
 NQ0477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 NQ0477'STATE HIGHWAY 92, 2.3 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAYS
 NQ0477'85 AND 26 IN TORRINGTON, GO NORTH ON HIGHWAY 85 FOR 0.15 MILE
 NQ0477'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST AND SOUTH ON
 NQ0477'STATE SECONDARY HIGHWAY 0803 FOR 1.4 MILES TO A POINT WHERE
 NQ0477'THE MAIN ROAD BEARS RIGHT AND A ROAD STRAIGHT AHEAD.  BEAR
 NQ0477'RIGHT WITH THE MAIN ROAD AND GO WEST FOR 6.3 MILES TO A
 NQ0477'CROSSROAD.  TURN RIGHT, CROSS A BRIDGE OVER A CANAL AND GO NORTH
 NQ0477'ON A BLADED ROAD FOR 2.0 MILES TO A T-ROAD.  TURN LEFT AND GO
 NQ0477'WEST ON A GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE
 NQ0477'RIGHT.  KEEP LEFT, STRAIGHT AHEAD ON THE GRAVEL ROAD FOR
 NQ0477'0.4 MILE TO THE DRIVEWAY TO THE CLAWSON RESIDENCE ON THE
 NQ0477'LEFT.  TURN LEFT, PASSING TO THE EAST OF THE HOUSE AND
 NQ0477'BETWEEN BARN AND BOARD FENCE FOR 0.1 MILE TO A WIRE GATE
 NQ0477'AT THE SOUTHEAST CORNER OF BARN LOT.  PASS THROUGH THE GATE
 NQ0477'AND GO SOUTH ON A TRACK ROAD ALONG THE EAST SIDE OF A LANE
 NQ0477'FOR 0.35 MILE TO A WIRE GATE.  PASS THROUGH THE GATE,* AND GO
 NQ0477'SOUTH FOR 0.05 MILE TO A SOUTHEAST FENCE CORNER.  TURN
 NQ0477'RIGHT AND GO WEST ALONG THE SOUTH SIDE OF A FENCE FOR 0.45
 NQ0477'MILE TO THE BASE OF THE NORTHWEST END OF A SHARP BUTTE.  PACK
 NQ0477'SOUTHEASTERLY FOR ABOUT 200 FEET TO THE STATION ON THE
 NQ0477'NORTHWEST SUMMIT OF THE BUTTE.
 NQ0477'
 NQ0477'STATION MARK IS A STANDARD DISK STAMPED CLAWSON 1963, CEMENTED
 NQ0477'IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH THE SURROUNDING
 NQ0477'SURFACE.  NO UNDERGROUND MARK WAS SET.
 NQ0477'
 NQ0477'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLAWSON NO 1
 NQ0477'1963, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 NQ0477'
 NQ0477'REFERENCE MARK NO. 2, A U.S. BUREAU OF RECLAMATION DISK, NO
 NQ0477'STAMPING, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 NQ0477'
 NQ0477'BM ET 3GT (AZIMUTH MARK) IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 NQ0477'DISK STAMPED ET 3GT 1958, SET IN A SQUARE CONCRETE POST WHICH
 NQ0477'PROJECTS 4 INCHES.  IT IS 20.5 FEET SOUTH WEST OF THE SOUTHWEST
 NQ0477'CORNER OF A SMALL BUILDING AND 6 FEET SOUTHEAST OF RADIO ANTENNA
 NQ0477'GUY WIRE.
 NQ0477'
 NQ0477'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EASTERLY ON A
 NQ0477'TRACK ROAD FOR 0.25 MILE TO THE MARK ON THE SUMMIT OF A LONE,
 NQ0477'ROCKY BUTTE.
 NQ0477
 NQ0477                          STATION RECOVERY (1966)
 NQ0477
 NQ0477'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1966 (TLJ)
 NQ0477'CLAWSON-GOOD.
 NQ0477'
 NQ0477'1963.
 NQ0477'
 NQ0477'USGS.
 NQ0477'
 NQ0477'REFERENCE MARKS 1 AND 2 WERE FOUND INTACT AND IN GOOD CONDITION
 NQ0477'IN THEIR DESCRIBED LOCATION.  AZIMUTH MARK ET-3GT-1958 A
 NQ0477'USGS=BM WAS ALSO LOCATED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0326 ***********************************************************************
 PX0326  DESIGNATION -  CLAY
 PX0326  PID         -  PX0326
 PX0326  STATE/COUNTY-  WY/BIG HORN
 PX0326  USGS QUAD   -  EMBLEM (1967)
 PX0326
 PX0326                         *CURRENT SURVEY CONTROL
 PX0326  ___________________________________________________________________
 PX0326* NAD 83(1993)-  44 33 15.73830(N)    108 28 16.00168(W)     ADJUSTED  
 PX0326* NAVD 88     -      1410.8    (meters)    4629.     (feet)  VERTCON   
 PX0326  ___________________________________________________________________
 PX0326  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 PX0326  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 PX0326
 PX0326  HORZ ORDER  -  THIRD
 PX0326
 PX0326.The horizontal coordinates were established by classical geodetic methods
 PX0326.and adjusted by the National Geodetic Survey in January 1997..
 PX0326
 PX0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0326
 PX0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0326
 PX0326.The geoid height was determined by GEOID03.
 PX0326
 PX0326;                    North         East     Units Scale Factor Converg.
 PX0326;SPC WYEC     -   550,975.712   309,602.679   MT  1.00003796   -0 47 53.9
 PX0326;UTM  12      - 4,936,559.573   700,855.118   MT  1.00009614   +1 46 29.4
 PX0326
 PX0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0326!SPC WYEC     -   0.99978094  x   1.00003796  =   0.99981889
 PX0326!UTM  12      -   0.99978094  x   1.00009614  =   0.99987706
 PX0326
 PX0326:                Primary Azimuth Mark                     Grid Az
 PX0326:SPC WYEC     -  ZION                                     071 32 03.5
 PX0326:UTM  12      -  ZION                                     068 57 40.2
 PX0326
 PX0326|---------------------------------------------------------------------|
 PX0326| PID    Reference Object                     Distance      Geod. Az  |
 PX0326|                                                           dddmmss.s |
 PX0326| PX0325 ZION                                APPROX. 6.7 KM 0704409.6 |
 PX0326|---------------------------------------------------------------------|
 PX0326
 PX0326                          SUPERSEDED SURVEY CONTROL
 PX0326
 PX0326  NAD 83(1986)-  44 33 15.72744(N)    108 28 15.99497(W) AD(       ) 3
 PX0326  NAD 27      -  44 33 15.88554(N)    108 28 13.57772(W) AD(       ) 3
 PX0326  NGVD 29 (07/19/86) 1409.8    (m)         4625.     (f) VERT ANG       
 PX0326
 PX0326.Superseded values are not recommended for survey control.
 PX0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0326.See file dsdata.txt to determine how the superseded data were derived.
 PX0326
 PX0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0085536560(NAD 83)
 PX0326_MARKER: DD = SURVEY DISK
 PX0326_SETTING: 0 = UNSPECIFIED SETTING
 PX0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0326
 PX0326  HISTORY     - Date     Condition        Report By
 PX0326  HISTORY     - 1948     MONUMENTED       USGS
 PX0326
 PX0326                          STATION DESCRIPTION
 PX0326
 PX0326'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0326'STATION IS LOCATED  21.0 MI. NW. OF GREYBULL, 32.0 MI. E. OF CODY, 8.0
 PX0326'MI. N. OF BURLINGTON, 5.0 MI. NW. OF EMBLEM, ON A LOW REDDISH CLAY
 PX0326'HILL 0.25 MI. W. OF TELEPHONE LINE.  GROUND RISES SLIGHTLY TOWARDS NW.
 PX0326'FROM STATION.
 PX0326'
 PX0326'TO REACH FROM MAIN STREET IN GREY BULL, GO N. AND W. ON U.S. HIGHWAY
 PX0326'20 FOR 18.7 MI. TO ROCK SCHOOLHOUSE AT EMBLEM, TURN RIGHT AND GO N. ON
 PX0326'COUNTY RD. FOR 1.5 MI. TO FORD ACROSS DRY CREEK, CROSS CREEK AND GO
 PX0326'ABOUT 100 FT. TO A TRAIL LEADING LEFT, TURN LEFT AND FOLLOW TRAIL W.
 PX0326'ALONG N. SIDE OF DRY CREEK FOR 0.5 MI. TO FORK, TAKE RIGHT FORK
 PX0326'-MAIN TRAVELED RD.- AND FOLLOW W. FOR 2.0 MI. TO FORK, TAKE RIGHT FORK
 PX0326'AND GO 0.7 MI. -0.3 MI. PAST TELEPHONE LINE- TO JUNCTION WITH N.S.
 PX0326'TRAIL, TURN RIGHT AND FOLLOW TRAIL N. FOR 1.4 MI. TO FORK, TAKE RIGHT
 PX0326'FORK AND FOLLOW TELEPHONE LINE N. FOR 1.7 MI. TO TOP OF RIDGE AND DIM
 PX0326'TRAIL LEFT, TAKE DIM LEFT TRAIL AND GO NW. FOR 0.5 MI. TO REDDISH
 PX0326'COLORED HILL AND STATION.
 PX0326'
 PX0326'STATION MARK - STANDARD TABLET, STAMPED ---CLAY 1948--- IN TOP OF
 PX0326'CONCRETE MONUMENT BURIED IN GROUND AND PROTRUDING ABOUT 8 IN.
 PX0326'
 PX0326'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET, STAMPED ---CLAY NO.1
 PX0326'1948--- IN TOP OF CONCRETE MONUMENT BURIED IN GROUND PROJECTING ABOUT
 PX0326'12 IN., 48.41 FT. FROM STATION, N 17 DEG 13 MIN E.
 PX0326'
 PX0326'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET, STAMPED ---CLAY NO.2
 PX0326'1948--- IN TOP OF CONCRETE MONUMENT BURIED IN GROUND PROJECTING ABOUT
 PX0326'8 IN., 40.94 FT. FROM STATION, S 60 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0481 ***********************************************************************
 PX0481  DESIGNATION -  CLAY
 PX0481  PID         -  PX0481
 PX0481  STATE/COUNTY-  WY/PARK
 PX0481  USGS QUAD   -  MUDDY CREEK (1991)
 PX0481
 PX0481                         *CURRENT SURVEY CONTROL
 PX0481  ___________________________________________________________________
 PX0481* NAD 83(1993)-  44 56 39.65254(N)    109 37 35.42919(W)     ADJUSTED  
 PX0481* NAVD 88     -      2993.7    (meters)    9822.     (feet)  VERTCON   
 PX0481  ___________________________________________________________________
 PX0481  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 PX0481  GEOID HEIGHT-          -7.97  (meters)                     GEOID03
 PX0481
 PX0481  HORZ ORDER  -  THIRD
 PX0481
 PX0481.The horizontal coordinates were established by classical geodetic methods
 PX0481.and adjusted by the National Geodetic Survey in January 1997..
 PX0481
 PX0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0481
 PX0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0481
 PX0481.The geoid height was determined by GEOID03.
 PX0481
 PX0481;                    North         East     Units Scale Factor Converg.
 PX0481;SPC WYWC     -   494,053.866   530,827.555   MT  0.99999632   -0 37 09.1
 PX0481;UTM  12      - 4,977,685.751   608,356.949   MT  0.99974437   +0 58 13.3
 PX0481
 PX0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0481!SPC WYWC     -   0.99953210  x   0.99999632  =   0.99952842
 PX0481!UTM  12      -   0.99953210  x   0.99974437  =   0.99927659
 PX0481
 PX0481:                Primary Azimuth Mark                     Grid Az
 PX0481:SPC WYWC     -  FANTAN                                   114 57 00.9
 PX0481:UTM  12      -  FANTAN                                   113 21 38.5
 PX0481
 PX0481|---------------------------------------------------------------------|
 PX0481| PID    Reference Object                     Distance      Geod. Az  |
 PX0481|                                                           dddmmss.s |
 PX0481| PX0451 FANTAN                              APPROX. 7.4 KM 1141951.8 |
 PX0481|---------------------------------------------------------------------|
 PX0481
 PX0481                          SUPERSEDED SURVEY CONTROL
 PX0481
 PX0481  NAD 83(1993)-  44 56 39.64844(N)    109 37 35.41532(W) AD(       ) 3
 PX0481  NAD 83(1986)-  44 56 39.64428(N)    109 37 35.41355(W) AD(       ) 3
 PX0481  NGVD 29 (09/11/89) 2992.4    (m)         9818.     (f) VERT ANG       
 PX0481
 PX0481.Superseded values are not recommended for survey control.
 PX0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0481.See file dsdata.txt to determine how the superseded data were derived.
 PX0481
 PX0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ0835777686(NAD 83)
 PX0481_MARKER: DS = TRIANGULATION STATION DISK
 PX0481_SETTING: 0 = UNSPECIFIED SETTING
 PX0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0481
 PX0481  HISTORY     - Date     Condition        Report By
 PX0481  HISTORY     - 1947     MONUMENTED       USGS
 PX0481
 PX0481                          STATION DESCRIPTION
 PX0481
 PX0481'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0481'STATION IS LOCATED NEAR THE SE. COR. OF SEC.2  T.57 N., R.106 W. ON S.
 PX0481'CEMENT STEP OF ENTRANCE TO GARAGE ON GROUND FLOOR OF CLAY BUTTE FIRE
 PX0481'LOOKOUT TOWER.  STEP IS LOCATED AT THE SE. CORNER OF TOWER.
 PX0481'
 PX0481'TO REACH STATION FROM RED LODGE, MONTANA,  FOLLOW COOKE CITY HIGHWAY
 PX0481'TOWARD COOKE CITY FOR ABOUT 45 MI. TO RD. FORK N. AT SIGN WHICH READS
 PX0481'---CLAY BUTTE FIRE TOWER 3 MI.--- FOLLOW THIS RD. TO FIRE TOWER.
 PX0481'
 PX0481'STATION MARK - STANDARD STATION TABLET STAMPED---CLAY 1947---
 PX0481'CEMENTED IN CEMENT STEP.
 PX0481'
 PX0481'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1---
 PX0481'CEMENTED IN CEMENT STEP AT FOOT OF STEPS LEADING TO TOP OF TOWER,
 PX0481'14.00 FT. FROM STATION N 42 DEGREES 56 MINUTES, NW.
 PX0481'
 PX0481'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED---REF 2---
 PX0481'CEMENTED IN CEMENT FLOOR OF TOWER AND CENTERED UNDER CENTER OF TOWER
 PX0481'14.16 FT. FROM STATION N 29 DEGREES 14 MINUTES, SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0482 ***********************************************************************
 MQ0482  DESIGNATION -  CLAY BASIN
 MQ0482  PID         -  MQ0482
 MQ0482  STATE/COUNTY-  WY/SWEETWATER
 MQ0482  USGS QUAD   -  RICHARDS GAP (1978)
 MQ0482
 MQ0482                         *CURRENT SURVEY CONTROL
 MQ0482  ___________________________________________________________________
 MQ0482* NAD 83(1993)-  41 00 05.91893(N)    109 12 29.77718(W)     ADJUSTED  
 MQ0482* NAVD 88     -      2209.6    (meters)    7249.     (feet)  VERTCON   
 MQ0482  ___________________________________________________________________
 MQ0482  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 MQ0482  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 MQ0482
 MQ0482  HORZ ORDER  -  SECOND
 MQ0482
 MQ0482.The horizontal coordinates were established by classical geodetic methods
 MQ0482.and adjusted by the National Geodetic Survey in January 1997..
 MQ0482
 MQ0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0482
 MQ0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0482
 MQ0482.The geoid height was determined by GEOID03.
 MQ0482
 MQ0482;                    North         East     Units Scale Factor Converg.
 MQ0482;SPC WYWC     -    55,804.804   561,446.557   MT  0.99995579   -0 18 02.4
 MQ0482;SPC UT N     - 1,076,757.531   692,781.357   MT  0.99996624   +1 30 39.8
 MQ0482;UTM  12      - 4,540,485.645   650,686.838   MT  0.99987947   +1 10 32.7
 MQ0482
 MQ0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0482!SPC WYWC     -   0.99965574  x   0.99995579  =   0.99961154
 MQ0482!SPC UT N     -   0.99965574  x   0.99996624  =   0.99962199
 MQ0482!UTM  12      -   0.99965574  x   0.99987947  =   0.99953525
 MQ0482
 MQ0482:                Primary Azimuth Mark                     Grid Az
 MQ0482:SPC WYWC     -  CLAY BASIN AZ MK                         094 55 40.3
 MQ0482:SPC UT N     -  CLAY BASIN AZ MK                         093 06 58.1
 MQ0482:UTM  12      -  CLAY BASIN AZ MK                         093 27 05.2
 MQ0482
 MQ0482|---------------------------------------------------------------------|
 MQ0482| PID    Reference Object                     Distance      Geod. Az  |
 MQ0482|                                                           dddmmss.s |
 MQ0482| CP4701 CLAY BASIN AZ MK                                   0943737.9 |
 MQ0482| CP4702 CLAY BASIN RM 1                       3.749 METERS 09458     |
 MQ0482| CP4703 CLAY BASIN RM 2                       4.712 METERS 32747     |
 MQ0482|---------------------------------------------------------------------|
 MQ0482
 MQ0482                          SUPERSEDED SURVEY CONTROL
 MQ0482
 MQ0482  NAD 83(1993)-  41 00 05.90299(N)    109 12 29.76759(W) AD(       ) 2
 MQ0482  NAD 83(1986)-  41 00 05.90141(N)    109 12 29.76839(W) AD(       ) 2
 MQ0482  NAD 27      -  41 00 06.04800(N)    109 12 27.30400(W) AD(       ) 2
 MQ0482  NGVD 29 (10/23/89) 2208.3    (m)         7245.     (f) VERT ANG       
 MQ0482
 MQ0482.Superseded values are not recommended for survey control.
 MQ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0482.See file dsdata.txt to determine how the superseded data were derived.
 MQ0482
 MQ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5068740486(NAD 83)
 MQ0482_MARKER: DS = TRIANGULATION STATION DISK
 MQ0482_SETTING: 80 = SET IN A BOULDER
 MQ0482_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MQ0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0482
 MQ0482  HISTORY     - Date     Condition        Report By
 MQ0482  HISTORY     - 1937     MONUMENTED       CGS
 MQ0482  HISTORY     - 1950     GOOD             USGS
 MQ0482
 MQ0482                          STATION DESCRIPTION
 MQ0482
 MQ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MQ0482'STATION IS LOCATED ON A HIGH POINT OF THE N RIM OVERLOOKING
 MQ0482'THE CLAY BASIN OIL FIELD, AND IS 1.5 MILES N OF THE CLAY BASIN
 MQ0482'OIL CAMP.
 MQ0482'
 MQ0482'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 MQ0482'WEDGED IN DRILL HOLES IN BOULDERS.
 MQ0482'
 MQ0482'THE STATION IS ABOUT 10 FEET N OF THE RIM ROCK AND ABOUT 10
 MQ0482'FEET S OF A SANDSTONE LEDGE ABOUT 2 FEET HIGH.  THE STATION MARK
 MQ0482'IS IN A SLIGHT DEPRESSION AND WILL PROBABLY BE COVERED WITH
 MQ0482'A LIGHT LAYER OF DIRT.  THE REFERENCE MARKS SHOULD REMAIN
 MQ0482'EXPOSED.
 MQ0482'
 MQ0482'THE AZIMUTH MARK IS ABOUT 0.2 MILE E OF THE STATION ON THE
 MQ0482'SECOND POINT PROJECTING SLIGHTLY TO THE S.
 MQ0482'
 MQ0482'REACHED FROM THE CLAY BASIN OIL CAMP, WHICH IS 55 MILES S
 MQ0482'OF ROCK SPRINGS, WYOMING, BY TAKING THE MAIN ROAD N OUT TOWARDS
 MQ0482'ROCK SPRINGS FROM THE NE END OF THE CAMP AND GOING FOR 0.5
 MQ0482'MILE TO A FORK.  TAKE LEFT FORK NE AND N, PAST METER HOUSE
 MQ0482'AND TANKS FOR 1.8 MILES TO WHERE THE ROAD TURNS RIGHT ON THE
 MQ0482'BANK OF RED CREEK AND THERE IS A TALL SPIKE OF ERODED SANDSTONE
 MQ0482'ON THE RIGHT OF THE ROAD.  THIS IS THE END OF TRUCK TRAVEL.
 MQ0482'ABOUT 50 FEET S OF THIS SANDSTONE THERE IS A DIM FOOT-TRAIL
 MQ0482'WHICH SWINGS LEFT UP THE BLUFF BEHIND THE SPIKE.  FOLLOW THIS
 MQ0482'TRAIL UP THE BLUFF AND E ALONG THE RIDGE TO A SMALL SAND
 MQ0482'WASH ON THE BENCH ABOVE.  THENCE FOLLOW THE DIM TRAIL UP
 MQ0482'THIS WASH EASTERLY FOR ABOUT 0.75 MILE TO A PROSPECT HOLE.
 MQ0482'FROM THE PROSPECT HOLE CONTINUE ON EASTERLY UP THE WASH
 MQ0482'FOR ABOUT 400 YARDS AND SWING RIGHT, SOUTHERLY, UP THE
 MQ0482'RIDGE TO A HIGH POINT.  THENCE FOLLOW THE RIDGE EASTERLY
 MQ0482'FOR ABOUT 0.5 MILE TO A HIGHER POINT AND STATION SITE.
 MQ0482
 MQ0482                          STATION RECOVERY (1950)
 MQ0482
 MQ0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 MQ0482'RECOVERED BY USGS IN 1950.
 MQ0482'
 MQ0482'STATION MARK--STANDARD USC AND GS DISK WEDGED IN DRILL HOLE IN
 MQ0482'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0574 ***********************************************************************
 PW0574  DESIGNATION -  CLEAR
 PW0574  PID         -  PW0574
 PW0574  STATE/COUNTY-  WY/SHERIDAN
 PW0574  USGS QUAD   -  CLEARMONT (1971)
 PW0574
 PW0574                         *CURRENT SURVEY CONTROL
 PW0574  ___________________________________________________________________
 PW0574* NAD 83(1993)-  44 40 20.97046(N)    106 28 53.68874(W)     ADJUSTED  
 PW0574* NAVD 88     -      1428.7    (meters)    4687.     (feet)  VERTCON   
 PW0574  ___________________________________________________________________
 PW0574  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 PW0574  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 PW0574
 PW0574  HORZ ORDER  -  THIRD
 PW0574
 PW0574.The horizontal coordinates were established by classical geodetic methods
 PW0574.and adjusted by the National Geodetic Survey in January 1997..
 PW0574
 PW0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0574
 PW0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0574
 PW0574.The geoid height was determined by GEOID03.
 PW0574
 PW0574;                    North         East     Units Scale Factor Converg.
 PW0574;SPC WYEC     -   563,824.073   467,535.336   MT  0.99999357   +0 35 55.9
 PW0574;UTM  13      - 4,947,637.031   382,565.336   MT  0.99976959   -1 02 30.3
 PW0574
 PW0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0574!SPC WYEC     -   0.99977831  x   0.99999357  =   0.99977188
 PW0574!UTM  13      -   0.99977831  x   0.99976959  =   0.99954795
 PW0574
 PW0574:                Primary Azimuth Mark                     Grid Az
 PW0574:SPC WYEC     -  LEITER RESET                             340 36 51.7
 PW0574:UTM  13      -  LEITER RESET                             342 15 17.9
 PW0574
 PW0574|---------------------------------------------------------------------|
 PW0574| PID    Reference Object                     Distance      Geod. Az  |
 PW0574|                                                           dddmmss.s |
 PW0574| PW0465 LEITER RESET                        APPROX. 9.7 KM 3411247.6 |
 PW0574|---------------------------------------------------------------------|
 PW0574
 PW0574                          SUPERSEDED SURVEY CONTROL
 PW0574
 PW0574  NAD 83(1986)-  44 40 20.95397(N)    106 28 53.66198(W) AD(       ) 3
 PW0574  NGVD 29 (11/30/89) 1428.0    (m)         4685.     (f) VERT ANG       
 PW0574
 PW0574.Superseded values are not recommended for survey control.
 PW0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0574.See file dsdata.txt to determine how the superseded data were derived.
 PW0574
 PW0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK8256547637(NAD 83)
 PW0574_MARKER: DS = TRIANGULATION STATION DISK
 PW0574_SETTING: 0 = UNSPECIFIED SETTING
 PW0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0574
 PW0574  HISTORY     - Date     Condition        Report By
 PW0574  HISTORY     - 1908     MONUMENTED       USGS
 PW0574
 PW0574                          STATION DESCRIPTION
 PW0574
 PW0574'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 PW0574'RECOVERED BY USGS IN 1970 AND REDESCRIBED AS FOLLOWS
 PW0574'
 PW0574'IN SHERIDAN COUNTY, WYOMING, T 54 N, R 80 W, NEAR THE N. LINE OF
 PW0574'SEC. 10.
 PW0574'
 PW0574'TO REACH FROM CLEARMONT, PROCEED SW. ON U.S. HIGHWAY NO. 16 2.2 MI. TO
 PW0574'A GRADED COUNTY RD. ON THE RIGHT, THENCE W. ACROSS RAILROAD AND DRIVE
 PW0574'2.5 MI. TO A WIRE GATE ON THE RIGHT, THENCE N. THROUGH GATE AND DRIVE
 PW0574'GENERALLY NW. 3.0 MI. TO THE FADDIS-KENNEDY COW CAMP IN PINHEAD DRAW.
 PW0574'CHARLES BETZ IS THE FOREMAN AT PRESENT AND LIVES HERE - CONTINUE UP
 PW0574'DRAW 0.8 MI. TO A RESERVOIR ON THE RIGHT, TURN N. ACROSS DAM AND
 PW0574'FOLLOW TRACK RD. 0.1 MI. TO A WIRE GATE IN E-W. FENCE, PASS THROUGH
 PW0574'GATE AND GO NE. 0.2 MI. TO A Y-FORK, TAKE LEFT FORK N. 0.4 MI. TO A
 PW0574'Y-FORK, TAKE RIGHT FORK E. AND NE. 1.0 MI. TO A Y-FORK ON A PROMINENT
 PW0574'RIDGE RUNNING NW. AND SE., THENCE SE. ALONG THIS RIDGE, WITH SEVERAL
 PW0574'SADDLES AND TOPS, FOR 1.5 MI. TO A ROCKY POINT ABOUT 300 FT. N. OF A
 PW0574'FENCE AND END OF DRIVING.  STATION IS ABOUT 200 YDS. SE., ACROSS THE
 PW0574'FENCE, ON A RED ROCKY TOP.  SOMEONE HAS BROKEN THE TABLET OFF THE
 PW0574'STEM.  ONLY THE STEM WAS FOUND.
 PW0574'
 PW0574'STATION MARK--ALUMINUM TRIANGULATION TABLET CEMENTED IN STONE AND
 PW0574'PLACED IN GROUND, LEVEL WITH SURFACE.  (TABLET HAS BEEN BROKEN OFF
 PW0574'THE STEM.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0754 ***********************************************************************
 MR0754  DESIGNATION -  CLIFF
 MR0754  PID         -  MR0754
 MR0754  STATE/COUNTY-  WY/UINTA
 MR0754  USGS QUAD   -  MULKAY SPRING (1969)
 MR0754
 MR0754                         *CURRENT SURVEY CONTROL
 MR0754  ___________________________________________________________________
 MR0754* NAD 83(1993)-  41 31 44.47860(N)    110 22 49.38901(W)     ADJUSTED  
 MR0754* NAVD 88     -      2035.8    (meters)    6679.     (feet)  VERTCON   
 MR0754  ___________________________________________________________________
 MR0754  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 MR0754  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 MR0754
 MR0754  HORZ ORDER  -  FIRST
 MR0754
 MR0754.The horizontal coordinates were established by classical geodetic methods
 MR0754.and adjusted by the National Geodetic Survey in January 1997..
 MR0754
 MR0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0754
 MR0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0754
 MR0754.The geoid height was determined by GEOID03.
 MR0754
 MR0754;                    North         East     Units Scale Factor Converg.
 MR0754;SPC WY W     -   214,312.653   775,209.866   MT  0.99994506   -0 11 49.0
 MR0754;UTM  12      - 4,597,671.526   551,691.744   MT  0.99963288   +0 24 38.9
 MR0754
 MR0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0754!SPC WY W     -   0.99968308  x   0.99994506  =   0.99962816
 MR0754!UTM  12      -   0.99968308  x   0.99963288  =   0.99931608
 MR0754
 MR0754|---------------------------------------------------------------------|
 MR0754| PID    Reference Object                     Distance      Geod. Az  |
 MR0754|                                                           dddmmss.s |
 MR0754| CP4705 CLIFF RM 1                           13.262 METERS 06709     |
 MR0754| MR0773 AIRWAY BN 11 11 MI SSW GRANGER      APPROX.28.8 KM 1085644.9 |
 MR0754| MR0774 MICROWAVE REL TWR SSW GRANGER       APPROX.27.9 KM 1173941.1 |
 MR0754| CP4706 CLIFF RM 2                           15.970 METERS 15532     |
 MR0754| CP4704 CLIFF AZ MK                                        1861814.6 |
 MR0754|---------------------------------------------------------------------|
 MR0754
 MR0754                          SUPERSEDED SURVEY CONTROL
 MR0754
 MR0754  NAD 83(1986)-  41 31 44.46740(N)    110 22 49.38155(W) AD(       ) 1
 MR0754  NAD 27      -  41 31 44.64500(N)    110 22 46.80430(W) AD(       ) 1
 MR0754  NGVD 29 (07/19/86) 2034.5    (m)         6675.     (f) VERT ANG       
 MR0754
 MR0754.Superseded values are not recommended for survey control.
 MR0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0754.See file dsdata.txt to determine how the superseded data were derived.
 MR0754
 MR0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5169297672(NAD 83)
 MR0754_MARKER: DS = TRIANGULATION STATION DISK
 MR0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0754
 MR0754  HISTORY     - Date     Condition        Report By
 MR0754  HISTORY     - 1962     MONUMENTED       CGS
 MR0754
 MR0754                          STATION DESCRIPTION
 MR0754
 MR0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0754'THE STATION IS ON THE NORTHWEST END OF A FLAT TOPPED, SAGE
 MR0754'BRUSH COVERED MESA, THAT SLOPES OFF TO THE EAST AND SOUTH AND
 MR0754'BREAKS OFF SHARP TO THE WEST AND NORTH.  IT IS ABOUT 7 MILES
 MR0754'NORTH-NORTHEAST OF CARTER AND 3-1/2 MILES SOUTH OF THE
 MR0754'UINTA - LINCOLN COUNTY LINES.
 MR0754'
 MR0754'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CARTER, GO
 MR0754'NORTHWEST ON A GRAVELED ROAD FOR 0.4 MILE TO A FORK JUST
 MR0754'AFTER PASSING A TELEPHONE LINE THAT CROSSES THE ROAD.  TAKE THE
 MR0754'RIGHT FORK AND GO NORTHEASTERLY PASSING THROUGH A DUMP AREA
 MR0754'FOR 1.8 MILES TO A SMALL BRIDGE.  CROSS THE BRIDGE AND CONTINUE
 MR0754'NORTHEASTERLY ON MAIN ROAD FOR 4.4 MILES TO THE TOP OF THE MESA.
 MR0754'CONTINUE ALONG THE TOP OF THE MESA ON GRADED ROAD FOR 0.3 MILE.
 MR0754'TO REACH THE AZIMUTH MARK TURN LEFT ACROSS COUNTRY FOR 0.1 TO
 MR0754'THE WEST EDGE OF THE MESA AND THE MARK.  CONTINUE ALONG THE TOP
 MR0754'OF THE MESA ON THE GRADED ROAD FOR 0.75 MILE TO A SIDE ROAD
 MR0754'SHARP LEFT.  TURN SHARP LEFT, WEST, ON DIM TRACK ROAD FOR
 MR0754'0.25 MILE, FOLLOWING ALONG THE RIM OF THE MESA TO THE
 MR0754'STATION.
 MR0754'
 MR0754'STATION MARK IS A STANDARD DISK, STAMPED CLIFF 1962, SET IN THE
 MR0754'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MR0754'IT IS 26 FEET EAST-SOUTHEAST OF A 3 FOOT HIGH CAIRN AND 7.2 FEET
 MR0754'NORTH OF A WITNESS POST.
 MR0754'
 MR0754'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLIFF NO 1 1962,
 MR0754'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0754'2 INCHES.  IT IS 64 FEET EAST OF THE CAIRN AND 47 FEET NORTHEAST
 MR0754'OF THE WITNESS POST.  IT IS ABOUT THE SAME ELEVATION AS THE
 MR0754'STATION.
 MR0754'
 MR0754'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLIFF NO 2 1962,
 MR0754'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 MR0754'SURFACE OF THE GROUND.  IT IS 75 FEET SOUTHEAST OF THE CAIRN
 MR0754'AND 46.5 FEET SOUTHEAST OF THE WITNESS POST.  IT IS ABOUT THE
 MR0754'SAME ELEVATION AS THE STATION.
 MR0754'
 MR0754'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLIFF 1962, SET IN THE
 MR0754'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 MR0754'IT IS 20 FEET NORTH OF THE NORTH EDGE OF A SMALL DRAW RUNNING
 MR0754'EAST AND WEST, 18 FEET EAST OF THE WEST EDGE OF THE CLIFF AND
 MR0754'3.5 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0477 ***********************************************************************
 NR0477  DESIGNATION -  CLIFF
 NR0477  PID         -  NR0477
 NR0477  STATE/COUNTY-  WY/FREMONT
 NR0477  USGS QUAD   -  LOVE RANCH (1984)
 NR0477
 NR0477                         *CURRENT SURVEY CONTROL
 NR0477  ___________________________________________________________________
 NR0477* NAD 83(1993)-  42 56 17.21072(N)    107 44 19.78075(W)     ADJUSTED  
 NR0477* NAVD 88     -      1797.6    (meters)    5898.     (feet)  VERTCON   
 NR0477  ___________________________________________________________________
 NR0477  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 NR0477  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 NR0477
 NR0477  HORZ ORDER  -  THIRD
 NR0477
 NR0477.The horizontal coordinates were established by classical geodetic methods
 NR0477.and adjusted by the National Geodetic Survey in January 1997..
 NR0477
 NR0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0477
 NR0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0477
 NR0477.The geoid height was determined by GEOID03.
 NR0477
 NR0477;                    North         East     Units Scale Factor Converg.
 NR0477;SPC WYWC     -   271,275.290   682,529.803   MT  1.00002126   +0 41 19.9
 NR0477;UTM  13      - 4,757,582.319   276,532.479   MT  1.00021439   -1 51 59.3
 NR0477
 NR0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0477!SPC WYWC     -   0.99972030  x   1.00002126  =   0.99974156
 NR0477!UTM  13      -   0.99972030  x   1.00021439  =   0.99993463
 NR0477
 NR0477:                Primary Azimuth Mark                     Grid Az
 NR0477:SPC WYWC     -  SINCLAIR                                 226 10 31.1
 NR0477:UTM  13      -  SINCLAIR                                 228 43 50.3
 NR0477
 NR0477|---------------------------------------------------------------------|
 NR0477| PID    Reference Object                     Distance      Geod. Az  |
 NR0477|                                                           dddmmss.s |
 NR0477| NR0500 SINCLAIR                            APPROX. 8.2 KM 2265151.0 |
 NR0477|---------------------------------------------------------------------|
 NR0477
 NR0477                          SUPERSEDED SURVEY CONTROL
 NR0477
 NR0477  NAD 83(1986)-  42 56 17.20128(N)    107 44 19.78239(W) AD(       ) 3
 NR0477  NAD 27      -  42 56 17.36102(N)    107 44 17.49395(W) AD(       ) 3
 NR0477  NGVD 29 (07/19/86) 1796.6    (m)         5894.     (f) VERT ANG       
 NR0477
 NR0477.Superseded values are not recommended for survey control.
 NR0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0477.See file dsdata.txt to determine how the superseded data were derived.
 NR0477
 NR0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7653257582(NAD 83)
 NR0477_MARKER: DD = SURVEY DISK
 NR0477_SETTING: 0 = UNSPECIFIED SETTING
 NR0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0477
 NR0477  HISTORY     - Date     Condition        Report By
 NR0477  HISTORY     - 1950     MONUMENTED       USGS
 NR0477
 NR0477                          STATION DESCRIPTION
 NR0477
 NR0477'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0477'STATION IS LOCATED ABOUT 15.2 MI. S. AND 1.2 MI. W. OF MONETA,
 NR0477'WYOMING.
 NR0477'
 NR0477'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED E. ON U.S. HIGHWAY
 NR0477'(20-26) FOR 0.4 MI., THENCE RIGHT ON GRADED COUNTY RD. 1.2 MI. TO RD.
 NR0477'FORKS, THENCE RIGHT, W., AND CONTINUE ON MAIN GRADED RD. 15.0 MI.,
 NR0477'THENCE RIGHT, 0.3 MI. TO CROSSROADS, THENCE RIGHT 0.2 MI. TO RD.
 NR0477'FORKS, THENCE RIGHT 0.3 MI. TO CROSSROADS, THENCE RIGHT, W., 0.8 MI.
 NR0477'TO MUSKRAT CREEK, CROSS CREEK AND PROCEED ON SEISMOGRAPH TRAIL FOR
 NR0477'0.5 MI. TO CROSSROADS, THENCE LEFT 0.1 MI. TO CROSSROADS, STRAIGHT
 NR0477'AHEAD 0.3 MI.  STATION LIES TO THE RIGHT, W., OF THE RD. ABOUT 75
 NR0477'FT. ON HILL OVERLOOKING MUSKRAT CREEK TO THE E.
 NR0477'
 NR0477'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING
 NR0477'ABOUT 3 IN. ABOVE GROUND SURFACE, AND STAMPED ---WR CLIFF 1950
 NR0477'VABM 5894---.
 NR0477'
 NR0477'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0369 ***********************************************************************
 OV0369  DESIGNATION -  CLIFF
 OV0369  PID         -  OV0369
 OV0369  STATE/COUNTY-  WY/JOHNSON
 OV0369  USGS QUAD   -  WALL CREEK (1981)
 OV0369
 OV0369                         *CURRENT SURVEY CONTROL
 OV0369  ___________________________________________________________________
 OV0369* NAD 83(1993)-  43 36 47.93542(N)    106 36 04.73846(W)     ADJUSTED  
 OV0369* NAVD 88     -      1574.0    (meters)    5164.     (feet)  VERTCON   
 OV0369  ___________________________________________________________________
 OV0369  LAPLACE CORR-          -9.76  (seconds)                    DEFLEC99
 OV0369  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 OV0369  OBS GRAVITY -     980,027.5   (mgal)                       GRAV_OBS
 OV0369
 OV0369  HORZ ORDER  -  THIRD
 OV0369
 OV0369.The horizontal coordinates were established by classical geodetic methods
 OV0369.and adjusted by the National Geodetic Survey in January 1997..
 OV0369
 OV0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0369
 OV0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0369
 OV0369.The geoid height was determined by GEOID03.
 OV0369.The observed gravity was obtained from relative gravimeter ties
 OV0369.to the IGSN71 gravity network.
 OV0369
 OV0369;                    North         East     Units Scale Factor Converg.
 OV0369;SPC WYEC     -   446,048.447   459,088.663   MT  0.99998043   +0 30 17.8
 OV0369;UTM  13      - 4,830,171.794   370,784.183   MT  0.99980537   -1 06 17.0
 OV0369
 OV0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0369!SPC WYEC     -   0.99975529  x   0.99998043  =   0.99973572
 OV0369!UTM  13      -   0.99975529  x   0.99980537  =   0.99956070
 OV0369
 OV0369:                Primary Azimuth Mark                     Grid Az
 OV0369:SPC WYEC     -  WALL                                     132 22 18.6
 OV0369:UTM  13      -  WALL                                     133 58 53.4
 OV0369
 OV0369|---------------------------------------------------------------------|
 OV0369| PID    Reference Object                     Distance      Geod. Az  |
 OV0369|                                                           dddmmss.s |
 OV0369| OV0367 WALL                                APPROX. 5.8 KM 1325236.4 |
 OV0369|---------------------------------------------------------------------|
 OV0369
 OV0369                          SUPERSEDED SURVEY CONTROL
 OV0369
 OV0369  NAD 83(1986)-  43 36 47.91719(N)    106 36 04.71296(W) AD(       ) 3
 OV0369  NAD 27      -  43 36 48.01746(N)    106 36 02.55795(W) AD(       ) 3
 OV0369  NGVD 29 (07/19/86) 1573.2    (m)         5161.     (f) VERT ANG       
 OV0369
 OV0369.Superseded values are not recommended for survey control.
 OV0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0369.See file dsdata.txt to determine how the superseded data were derived.
 OV0369
 OV0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ7078430172(NAD 83)
 OV0369
 OV0369  HISTORY     - Date     Condition        Report By
 OV0369  HISTORY     - 1950     MONUMENTED       USGS
 OV0369  HISTORY     - 1958     GOOD             USGS
 OV0369
 OV0369                          STATION DESCRIPTION
 OV0369
 OV0369'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0369'STATION RECOVERED IN GOOD CONDITION BY USGS IN 1958, AS DESCRIBED BY
 OV0369'USBR.
 OV0369'
 OV0369'BEGINNING AT U.S. POST OFFICE, KAYCEE, WYOMING, TRAVEL S. ON U.S.
 OV0369'HIGHWAY 87 6.35 MI. TO TURNOFF, THENCE RIGHT, THROUGH GATE IN E-W.
 OV0369'RIGHT OF WAY FENCE, TRAVEL S. ON DIM RD. 0.15 MI. TO RD. FORK,
 OV0369'THENCE LEFT, TRAVEL UP STEEP SLOPE 1.25 MI. TO STATION AT EXTREME TOP
 OV0369'OF HILL.
 OV0369'
 OV0369'STATION MARK - STANDARD USBR TRIANGULATION TABLET RIVETED ON TOP OF A
 OV0369'2 IN. IRON PIPE PROJECTING 0.6 FT. ABOVE GROUND, STAMPED,
 OV0369'---CLIFF 1950 ---.
 OV0369'
 OV0369'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0398 ***********************************************************************
 OW0398  DESIGNATION -  CLIFF
 OW0398  PID         -  OW0398
 OW0398  STATE/COUNTY-  WY/HOT SPRINGS
 OW0398  USGS QUAD   -  BARGEE (1977)
 OW0398
 OW0398                         *CURRENT SURVEY CONTROL
 OW0398  ___________________________________________________________________
 OW0398* NAD 83(1993)-  43 35 22.19175(N)    108 46 57.07278(W)     ADJUSTED  
 OW0398* NAVD 88     -      2900.8    (meters)    9517.     (feet)  VERTCON   
 OW0398  ___________________________________________________________________
 OW0398  LAPLACE CORR-          -9.02  (seconds)                    DEFLEC99
 OW0398  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 OW0398
 OW0398  HORZ ORDER  -  THIRD
 OW0398
 OW0398.The horizontal coordinates were established by classical geodetic methods
 OW0398.and adjusted by the National Geodetic Survey in January 1997..
 OW0398
 OW0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0398
 OW0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0398
 OW0398.The geoid height was determined by GEOID03.
 OW0398
 OW0398;                    North         East     Units Scale Factor Converg.
 OW0398;SPC WYWC     -   343,142.499   597,373.925   MT  0.99993758   -0 01 20.7
 OW0398;UTM  12      - 4,828,669.904   679,007.919   MT  0.99999416   +1 31 45.6
 OW0398
 OW0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0398!SPC WYWC     -   0.99954704  x   0.99993758  =   0.99948465
 OW0398!UTM  12      -   0.99954704  x   0.99999416  =   0.99954120
 OW0398
 OW0398:                Primary Azimuth Mark                     Grid Az
 OW0398:SPC WYWC     -  RIM                                      140 47 07.6
 OW0398:UTM  12      -  RIM                                      139 14 01.3
 OW0398
 OW0398|---------------------------------------------------------------------|
 OW0398| PID    Reference Object                     Distance      Geod. Az  |
 OW0398|                                                           dddmmss.s |
 OW0398| OW0441 RIM                                 APPROX. 4.1 KM 1404546.9 |
 OW0398|---------------------------------------------------------------------|
 OW0398
 OW0398                          SUPERSEDED SURVEY CONTROL
 OW0398
 OW0398  NAD 83(1986)-  43 35 22.17859(N)    108 46 57.07512(W) AD(       ) 3
 OW0398  NGVD 29 (11/06/89) 2899.6    (m)         9513.     (f) VERT ANG       
 OW0398
 OW0398.Superseded values are not recommended for survey control.
 OW0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0398.See file dsdata.txt to determine how the superseded data were derived.
 OW0398
 OW0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7900828670(NAD 83)
 OW0398_MARKER: DS = TRIANGULATION STATION DISK
 OW0398_SETTING: 0 = UNSPECIFIED SETTING
 OW0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0398
 OW0398  HISTORY     - Date     Condition        Report By
 OW0398  HISTORY     - 1950     MONUMENTED       USGS
 OW0398
 OW0398                          STATION DESCRIPTION
 OW0398
 OW0398'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0398'STATION IS LOCATED ON RIM OF CLIFF ON TOP OF OWL CREEK MOUNTAIN,
 OW0398'APPROXIMATELY 4.0 MI. DUE E. OF MERRITS PASS.  NEAR N. 1/4 CORNER
 OW0398'SEC. 17, T 7 N, R 1 E.
 OW0398'
 OW0398'TO REACH FROM THERMOPOLIS, INTERSECTION OF U.S. HIGHWAY 20 AND WYOMING
 OW0398'STATE HIGHWAY 120, PROCEED NW. ALONG STATE HIGHWAY 120 FOR 7.8 MI. TO
 OW0398'STATE SECONDARY RD. TO LEFT (W.), TURN LEFT (W.) AND GO ALONG STATE
 OW0398'SECONDARY RD. FOR 9.5 MI. TO T-RD. N. TO HAMILTON DOME, CONTINUE
 OW0398'STRAIGHT AHEAD (W.) 0.6 MI. TO END OF PAVEMENT (1950), CONTINUE 8.2
 OW0398'MI. TO FORK AND SCHOOL HOUSE, TAKE LEFT FORK (W.) PASSING TO S. OF
 OW0398'SCHOOL HOUSE, AND GO 2.0 MI. TO FORK ABOUT 200 FT. BEYOND CATTLEGUARD,
 OW0398'TAKE LEFT FORK (S.) AND GO ALONG E. BANK OF --SOUTH FORK OWL
 OW0398'CREEK-- FOR 1.0 MI. TO GATE AND INDIAN RESERVATION BOUNDARY, PASS
 OW0398'THRU GATE AND CONTINUE 2.9 MI. TO CATTLEGUARD, CONTINUE 4.7 MI. UP
 OW0398'STEEP GRADE AND SWITCH BACK RD. TO TOP AND CATTLEGUARD, CONTINUE 1.7
 OW0398'MI. TO FORK OF OLD TRACK RD. TO LEFT (E.), CONTINUE STRAIGHT AHEAD
 OW0398'ALONG MAIN RD. FOR 1.8 MI. TO CATTLEGUARD, CONTINUE 0.1 MI. TO FORK
 OW0398'LEFT (E.), TURN LEFT (E.) AND CONTINUE ALONG OLD TRACK RD. FOR 0.6
 OW0398'MI. TO CABIN, CONTINUE PAST CABIN AND GO UP STEEP GRADE 0.5 MI. TO
 OW0398'TOP, BEAR RIGHT AND FOLLOW OLD TRACK RD. AROUND RIM OF CANYON FOR 1.6
 OW0398'MI. TO DIM FORK LEFT (NE.), TAKE LEFT FORK (NE.) AND GO 0.6 MI. UP
 OW0398'STEEP GRADE TO TOP MOUNTAIN AND OPEN SADDLE, CONTINUE ACROSS SADDLE
 OW0398'AND UP GRADE ALONG TOP MOUNTAIN FOR 0.5 MI. TO STATION ON S. RIM OF
 OW0398'MOUNTAIN.
 OW0398'
 OW0398'RECOVERED BY USGS IN 1952.
 OW0398'
 OW0398'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE, STAMPED
 OW0398'---WR CLIFF 1950 VA 9513---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0847 ***********************************************************************
 OX0847  DESIGNATION -  CLIFF POINT
 OX0847  PID         -  OX0847
 OX0847  STATE/COUNTY-  WY/TETON
 OX0847  USGS QUAD   -  RANGER PEAK (1968)
 OX0847
 OX0847                         *CURRENT SURVEY CONTROL
 OX0847  ___________________________________________________________________
 OX0847* NAD 83(1993)-  43 58 54.77095(N)    110 46 50.48247(W)     ADJUSTED  
 OX0847* NAVD 88     -      3043.0    (meters)    9984.     (feet)  VERTCON   
 OX0847  ___________________________________________________________________
 OX0847  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 OX0847  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 OX0847
 OX0847  HORZ ORDER  -  THIRD
 OX0847
 OX0847.The horizontal coordinates were established by classical geodetic methods
 OX0847.and adjusted by the National Geodetic Survey in January 1997..
 OX0847
 OX0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0847
 OX0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0847
 OX0847.The geoid height was determined by GEOID03.
 OX0847
 OX0847;                    North         East     Units Scale Factor Converg.
 OX0847;SPC WY W     -   486,972.620   744,054.137   MT  0.99997598   -0 29 03.4
 OX0847;UTM  12      - 4,869,883.762   517,588.370   MT  0.99960380   +0 09 08.3
 OX0847
 OX0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0847!SPC WY W     -   0.99952441  x   0.99997598  =   0.99950040
 OX0847!UTM  12      -   0.99952441  x   0.99960380  =   0.99912840
 OX0847
 OX0847:                Primary Azimuth Mark                     Grid Az
 OX0847:SPC WY W     -  BUSTER POINT                             269 20 20.3
 OX0847:UTM  12      -  BUSTER POINT                             268 42 08.6
 OX0847
 OX0847|---------------------------------------------------------------------|
 OX0847| PID    Reference Object                     Distance      Geod. Az  |
 OX0847|                                                           dddmmss.s |
 OX0847| OX0849 BUSTER POINT                        APPROX. 1.9 KM 2685116.9 |
 OX0847|---------------------------------------------------------------------|
 OX0847
 OX0847                          SUPERSEDED SURVEY CONTROL
 OX0847
 OX0847  NAD 83(1993)-  43 58 54.76858(N)    110 46 50.47958(W) AD(       ) 3
 OX0847  NAD 83(1986)-  43 58 54.76885(N)    110 46 50.46818(W) AD(       ) 3
 OX0847  NAD 27      -  43 58 55.03634(N)    110 46 47.68867(W) AD(       ) 3
 OX0847  NGVD 29 (07/19/86) 3041.6    (m)         9979.     (f) VERT ANG       
 OX0847
 OX0847.Superseded values are not recommended for survey control.
 OX0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0847.See file dsdata.txt to determine how the superseded data were derived.
 OX0847
 OX0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1758869884(NAD 83)
 OX0847_MARKER: Z = SEE DESCRIPTION
 OX0847_SETTING: 66 = SET IN ROCK OUTCROP
 OX0847_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 OX0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0847+STABILITY: POSITION/ELEVATION WELL
 OX0847
 OX0847  HISTORY     - Date     Condition        Report By
 OX0847  HISTORY     - 1955     MONUMENTED       USGS
 OX0847
 OX0847                          STATION DESCRIPTION
 OX0847
 OX0847'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OX0847'STATION IS LOCATED ABOUT 10.0 MI. (AIRLINE) S. OF GRASSY LAKE
 OX0847'RESERVOIR, WYOMING, ABOUT 10.5 MI. (AIRLINE) SSW. OF FLAGG RANCH,
 OX0847'WYOMING, ABOUT 4.5 MI. (AIRLINE) W. OF JACKSON LAKE, WYOMING,
 OX0847'ABOUT 22.0 MI. (AIRLINE) E. OF LAMONT, IDAHO.  ON DIVIDE BETWEEN
 OX0847'OWL CREEK AND WEBB CANYON, AT SUMMIT OF A CLIFF POINT, WHICH IS
 OX0847'JUST ABOVE THE HIGHEST POINT OF SCRUB TIMBER AND BRUSH AT TIMBERLINE.
 OX0847'ON W. POINT OF SLANTING CLIFF POINT, WHICH IS VERY PROMINENT WHEN
 OX0847'VIEWED FROM THE NW., N., AND E.
 OX0847'
 OX0847'STATION MARK--A COPPER NAIL AND WASHER, CEMENTED IN DRILL HOLE IN
 OX0847'SOLID LEDGE ROCK, LOCATED 25 FT. NE. OF SW. TIP OF SLANTING ROCKY
 OX0847'CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0469 ***********************************************************************
 PX0469  DESIGNATION -  CLOSED
 PX0469  PID         -  PX0469
 PX0469  STATE/COUNTY-  WY/PARK
 PX0469  USGS QUAD   -  CANOE LAKE (1991)
 PX0469
 PX0469                         *CURRENT SURVEY CONTROL
 PX0469  ___________________________________________________________________
 PX0469* NAD 83(1993)-  44 51 43.31028(N)    109 54 03.75349(W)     ADJUSTED  
 PX0469* NAVD 88     -      3447.9    (meters)   11312.     (feet)  VERTCON   
 PX0469  ___________________________________________________________________
 PX0469  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 PX0469  GEOID HEIGHT-          -7.57  (meters)                     GEOID03
 PX0469
 PX0469  HORZ ORDER  -  THIRD
 PX0469
 PX0469.The horizontal coordinates were established by classical geodetic methods
 PX0469.and adjusted by the National Geodetic Survey in January 1997..
 PX0469
 PX0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0469
 PX0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0469
 PX0469.The geoid height was determined by GEOID03.
 PX0469
 PX0469;                    North         East     Units Scale Factor Converg.
 PX0469;SPC WYWC     -   485,177.351   509,032.034   MT  1.00003922   -0 48 43.2
 PX0469;UTM  12      - 4,968,211.323   586,822.301   MT  0.99969269   +0 46 30.9
 PX0469
 PX0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0469!SPC WYWC     -   0.99946089  x   1.00003922  =   0.99950009
 PX0469!UTM  12      -   0.99946089  x   0.99969269  =   0.99915374
 PX0469
 PX0469:                Primary Azimuth Mark                     Grid Az
 PX0469:SPC WYWC     -  HURRICANE                                099 15 00.4
 PX0469:UTM  12      -  HURRICANE                                097 39 46.3
 PX0469
 PX0469|---------------------------------------------------------------------|
 PX0469| PID    Reference Object                     Distance      Geod. Az  |
 PX0469|                                                           dddmmss.s |
 PX0469| PX0468 HURRICANE                           APPROX. 7.4 KM 0982617.2 |
 PX0469|---------------------------------------------------------------------|
 PX0469
 PX0469                          SUPERSEDED SURVEY CONTROL
 PX0469
 PX0469  NAD 83(1993)-  44 51 43.30538(N)    109 54 03.74725(W) AD(       ) 3
 PX0469  NAD 83(1986)-  44 51 43.29984(N)    109 54 03.74183(W) AD(       ) 3
 PX0469  NAD 27      -  44 51 43.50627(N)    109 54 01.08552(W) AD(       ) 3
 PX0469  NGVD 29 (07/19/86) 3446.5    (m)        11307.     (f) VERT ANG       
 PX0469
 PX0469.Superseded values are not recommended for survey control.
 PX0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0469.See file dsdata.txt to determine how the superseded data were derived.
 PX0469
 PX0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ8682268211(NAD 83)
 PX0469_MARKER: DD = SURVEY DISK
 PX0469_SETTING: 66 = SET IN ROCK OUTCROP
 PX0469_SP_SET: SET IN ROCK OUTCROP
 PX0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0469+STABILITY: POSITION/ELEVATION WELL
 PX0469
 PX0469  HISTORY     - Date     Condition        Report By
 PX0469  HISTORY     - 1953     MONUMENTED       USGS
 PX0469
 PX0469                          STATION DESCRIPTION
 PX0469
 PX0469'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0469'THE STATION IS LOCATED ABOUT 11.0 MI. (AIRLINE) SSE. OF COOKE,
 PX0469'MONTANA.  ON HIGH RIDGE TO THE S. AND NEAR THE HEAD OF NORTH FORK
 PX0469'CRANDALL CREEK.
 PX0469'
 PX0469'TO REACH FROM CRANDALL RANGER STATION, CROSS CRANDALL CREEK AND
 PX0469'FOLLOW THE TRAIL, A HORSE TRAIL, W. UP THE NORTH FORK OF CRANDALL
 PX0469'CREEK TO A POINT N. OF CLOSED WHERE THE MAIN DRAINS DIVIDE.  LEAVE
 PX0469'THE TRAIL HERE AND WORK HORSES UP THE LEFT HAND DRAIN OVER GAME
 PX0469'TRAILS AND ANY POSSIBLE ROUTE TO A HIGH SADDLE NW. OF STATION SITE.
 PX0469'BACK PACK FROM SADDLE, FOLLOWING BELOW THE RIDGE ON THE LEFT HAND
 PX0469'SIDE, ABOUT 30 MINUTES TO HIGH POINT OF THREE INTERSECTING RIDGES
 PX0469'AND STATION SITE.
 PX0469'
 PX0469'STATION MARK--STANDARD ALUMINUM TABLET, CEMENTED IN ROCK, STAMPED
 PX0469'---CLOSED 1953---.
 PX0469'
 PX0469'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0533 ***********************************************************************
 PV0533  DESIGNATION -  CLOSSON
 PV0533  PID         -  PV0533
 PV0533  STATE/COUNTY-  WY/CAMPBELL
 PV0533  USGS QUAD   -  ROCKYPOINT (1972)
 PV0533
 PV0533                         *CURRENT SURVEY CONTROL
 PV0533  ___________________________________________________________________
 PV0533* NAD 83(1993)-  44 57 17.69887(N)    105 06 09.34454(W)     ADJUSTED  
 PV0533* NAVD 88     -      1363.0    (meters)    4472.     (feet)  VERTCON   
 PV0533  ___________________________________________________________________
 PV0533  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 PV0533  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 PV0533
 PV0533  HORZ ORDER  -  FIRST
 PV0533
 PV0533.The horizontal coordinates were established by classical geodetic methods
 PV0533.and adjusted by the National Geodetic Survey in January 1997..
 PV0533
 PV0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0533
 PV0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0533
 PV0533.The geoid height was determined by GEOID03.
 PV0533
 PV0533;                    North         East     Units Scale Factor Converg.
 PV0533;SPC WY E     -   494,856.487   205,055.437   MT  0.99993781   +0 02 43.0
 PV0533;SPC MT       -    88,092.322   946,820.439   MT  1.00002736   +3 13 00.2
 PV0533;SPC MT       -   289,016.80  3,106,366.27   iFT  1.00002736   +3 13 00.2
 PV0533;UTM  13      - 4,977,947.317   491,907.550   MT  0.99960081   -0 04 21.0
 PV0533
 PV0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0533!SPC WY E     -   0.99978859  x   0.99993781  =   0.99972642
 PV0533!SPC MT       -   0.99978859  x   1.00002736  =   0.99981595
 PV0533!UTM  13      -   0.99978859  x   0.99960081  =   0.99938949
 PV0533
 PV0533|---------------------------------------------------------------------|
 PV0533| PID    Reference Object                     Distance      Geod. Az  |
 PV0533|                                                           dddmmss.s |
 PV0533| CP9030 CLOSSON RM 1                         10.312 METERS 23329     |
 PV0533| CP9029 CLOSSON AZ MK                                      3301750.1 |
 PV0533| CP9031 CLOSSON RM 2                         10.688 METERS 34958     |
 PV0533|---------------------------------------------------------------------|
 PV0533
 PV0533                          SUPERSEDED SURVEY CONTROL
 PV0533
 PV0533  NAD 83(1986)-  44 57 17.68281(N)    105 06 09.32823(W) AD(       ) 1
 PV0533  NAD 27      -  44 57 17.73700(N)    105 06 07.38900(W) AD(       ) 1
 PV0533  NGVD 29 (07/19/86) 1362.4    (m)         4470.     (f) VERT ANG       
 PV0533
 PV0533.Superseded values are not recommended for survey control.
 PV0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0533.See file dsdata.txt to determine how the superseded data were derived.
 PV0533
 PV0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK9190877947(NAD 83)
 PV0533_MARKER: DS = TRIANGULATION STATION DISK
 PV0533_SETTING: 0 = UNSPECIFIED SETTING
 PV0533
 PV0533  HISTORY     - Date     Condition        Report By
 PV0533  HISTORY     - 1949     MONUMENTED       CGS
 PV0533  HISTORY     - 1963     GOOD             CGS
 PV0533
 PV0533                          STATION DESCRIPTION
 PV0533
 PV0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0533'STATION IS LOCATED ON A HIGH GRASSY HILL, ABOUT 3.5 MILES
 PV0533'SOUTH OF THE MONTANA-WYOMING STATE LINE, ABOUT 2.5 MILES NORTH
 PV0533'OF ROCKYPOINT POST OFFICE, AND ON LAND OWNED BY JOHN G. CLOSSON.
 PV0533'
 PV0533'TO REACH FROM THE ROCKYPOINT POST OFFICE, GO NORTH ON DIRT
 PV0533'ROAD FOR 2.1 MILES TO A SIGN (ERNEST LAU) AND WIRE GATE ON
 PV0533'LEFT.  TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD NORTH,
 PV0533'PASSING TO THE LEFT OF A POND, FOR 0.45 MILE TO A FORK.  BEAR
 PV0533'LEFT AND GO 1.2 MILES TO A REVERSE Y.  TURN SHARP RIGHT AND GO
 PV0533'0.05 MILE TO A GATE.  PASS THROUGH GATE, TURN RIGHT, AND GO
 PV0533'0.2 MILE TO EDGE OF HAY FIELD.  GO NORTH ACROSS FIELD FOR 0.25
 PV0533'MILE TO A WIRE GATE.  PASS THROUGH GATE AND FOLLOW DIM TRACK
 PV0533'ROAD FOR 0.9 MILE TO TWO GATES.  PASS THROUGH LEFT GATE AND
 PV0533'GO 0.35 MILE TO TOP OF HILL AND STATION.
 PV0533'
 PV0533'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 PV0533'FOR 0.35 MILE TO A ROUND-TOPPED HILL AND AZIMUTH MARK.
 PV0533'
 PV0533'STATION MARK IS A STANDARD DISK WELDED ON THE TOP OF A 2-INCH
 PV0533'IRON PIPE PROJECTING 3 INCHES.  THE DISK IS STAMPED CLOSSON
 PV0533'1949.
 PV0533'
 PV0533'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED ON THE TOP OF A
 PV0533'2-INCH IRON PIPE PROJECTING 4 INCHES.  THE DISK IS STAMPED
 PV0533'CLOSSON NO 1 1949.
 PV0533'
 PV0533'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED ON THE TOP
 PV0533'OF A 2-INCH IRON PIPE PROJECTING 3 INCHES.  THE DISK IS
 PV0533'STAMPED CLOSSON NO 2 1949.
 PV0533'
 PV0533'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A BOWLDER
 PV0533'PROJECTING 3 FEET.  IT IS 135 FEET NORTH OF A DIM TRACK ROAD,
 PV0533'12 FEET SOUTH OF A WITNESS POST, AND IS STAMPED CLOSSON 1949.
 PV0533
 PV0533                          STATION RECOVERY (1963)
 PV0533
 PV0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 PV0533'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0524 ***********************************************************************
 PW0524  DESIGNATION -  CLOUD PEAK
 PW0524  PID         -  PW0524
 PW0524  STATE/COUNTY-  WY/JOHNSON
 PW0524  USGS QUAD   -  CLOUD PEAK (1993)
 PW0524
 PW0524                         *CURRENT SURVEY CONTROL
 PW0524  ___________________________________________________________________
 PW0524* NAD 83(1993)-  44 22 55.69819(N)    107 10 26.09197(W)     ADJUSTED  
 PW0524* NAVD 88     -      4013.3    (meters)   13167.     (feet)  VERTCON   
 PW0524  ___________________________________________________________________
 PW0524  LAPLACE CORR-          -7.81  (seconds)                    DEFLEC99
 PW0524  GEOID HEIGHT-          -8.15  (meters)                     GEOID03
 PW0524
 PW0524  HORZ ORDER  -  SECOND
 PW0524
 PW0524.The horizontal coordinates were established by classical geodetic methods
 PW0524.and adjusted by the National Geodetic Survey in January 1997..
 PW0524
 PW0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0524
 PW0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0524
 PW0524.The geoid height was determined by GEOID03.
 PW0524
 PW0524;                    North         East     Units Scale Factor Converg.
 PW0524;SPC WYEC     -   531,220.706   412,703.236   MT  0.99993948   +0 06 41.4
 PW0524;UTM  13      - 4,916,615.902   326,829.940   MT  0.99996880   -1 31 15.2
 PW0524
 PW0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0524!SPC WYEC     -   0.99937240  x   0.99993948  =   0.99931191
 PW0524!UTM  13      -   0.99937240  x   0.99996880  =   0.99934122
 PW0524
 PW0524                          SUPERSEDED SURVEY CONTROL
 PW0524
 PW0524  NAD 83(1986)-  44 22 55.67953(N)    107 10 26.07515(W) AD(       ) 2
 PW0524  NAD 27      -  44 22 55.80700(N)    107 10 23.85700(W) AD(       ) 2
 PW0524  NGVD 29 (07/19/86) 4012.0    (m)        13163.     (f) VERT ANG       
 PW0524
 PW0524.Superseded values are not recommended for survey control.
 PW0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0524.See file dsdata.txt to determine how the superseded data were derived.
 PW0524
 PW0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK2683016616(NAD 83)
 PW0524_MARKER: DD = SURVEY DISK
 PW0524_SETTING: 80 = SET IN A BOULDER
 PW0524_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PW0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0524+STABILITY: SURFACE MOTION
 PW0524
 PW0524  HISTORY     - Date     Condition        Report By
 PW0524  HISTORY     - 1957     MONUMENTED       USGS
 PW0524
 PW0524                          STATION DESCRIPTION
 PW0524
 PW0524'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (OSR)
 PW0524'THE STATION IS ON LINE BETWEEN JOHNSON AND BIG HORN COUNTIES, ON
 PW0524'THE HIGHEST POINT OF CLOUD PEAK WHICH IS 13,165 FEET IN HEIGHT
 PW0524'AND THE HIGHEST POINT OF THE BIG HORN MOUNTAIN RANGE.  IT IS
 PW0524'ABOUT 30 MILES SOUTH-SOUTHWEST OF SHERIDAN, 24 MILES WEST OF
 PW0524'BUFFALO AND 23 MILES EAST-NORTHEAST OF HYATTVILLE.  IT IS AT THE
 PW0524'EAST END OF THE FLAT SUMMIT, IN THE TOP OF A 12 X 12 FOOT
 PW0524'BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND SURFACE.  A
 PW0524'CHISELED CROSS IN THE TOP OF THE BOULDER WAS THE POINT USED BY
 PW0524'THE U.S.  GEOLOGICAL SURVEY.  A STANDARD TRIANGULATION STATION
 PW0524'MARK DISK WAS CEMENTED IN A DRILL HOLE IN THE CENTER OF
 PW0524'THE CHISELED CROSS AND WAS STAMPED CLOUD PEAK USGS.  HOLES
 PW0524'WERE DRILLED FOR THE REFERENCE MARKS AND AN AZIMUTH MARK.
 PW0524'REFERENCE MARKS ARE ABOUT 30 FEET WEST-NORTHWEST AND
 PW0524'NORTH-NORTHEAST OF THE STATION.  AZIMUTH MARK IS ABOUT
 PW0524'0.15 MILE WEST OF THE STATION, NEAR THE WEST TIP OF THE
 PW0524'SUMMIT AND NEAR A CAIRN.  THE STATION WAS NOT OCCUPIED BY AN
 PW0524'OBSERVING UNIT AT THIS TIME.
 PW0524'
 PW0524'THE STATION WAS REACHED FROM HYATTVILLE BY TRUCK AND PACK
 PW0524'HORSES VIA LAKE SOLITUDE TO THE END OF HORSE TRAVEL, THEN BACK
 PW0524'PACK FOR 5 HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0505 ***********************************************************************
 NR0505  DESIGNATION -  CLOUDY
 NR0505  PID         -  NR0505
 NR0505  STATE/COUNTY-  WY/FREMONT
 NR0505  USGS QUAD   -  DOUBLE BUTTE (1984)
 NR0505
 NR0505                         *CURRENT SURVEY CONTROL
 NR0505  ___________________________________________________________________
 NR0505* NAD 83(1993)-  42 55 22.09190(N)    107 53 01.38123(W)     ADJUSTED  
 NR0505* NAVD 88     -      1790.1    (meters)    5873.     (feet)  VERTCON   
 NR0505  ___________________________________________________________________
 NR0505  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 NR0505  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NR0505
 NR0505  HORZ ORDER  -  THIRD
 NR0505
 NR0505.The horizontal coordinates were established by classical geodetic methods
 NR0505.and adjusted by the National Geodetic Survey in January 1997..
 NR0505
 NR0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0505
 NR0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0505
 NR0505.The geoid height was determined by GEOID03.
 NR0505
 NR0505;                    North         East     Units Scale Factor Converg.
 NR0505;SPC WYWC     -   269,442.490   670,721.700   MT  0.99999901   +0 35 23.9
 NR0505;UTM  13      - 4,756,277.423   264,651.586   MT  1.00028146   -1 57 53.1
 NR0505
 NR0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0505!SPC WYWC     -   0.99972149  x   0.99999901  =   0.99972050
 NR0505!UTM  13      -   0.99972149  x   1.00028146  =   1.00000288
 NR0505
 NR0505:                Primary Azimuth Mark                     Grid Az
 NR0505:SPC WYWC     -  SAGE                                     352 17 10.6
 NR0505:UTM  13      -  SAGE                                     354 50 27.6
 NR0505
 NR0505|---------------------------------------------------------------------|
 NR0505| PID    Reference Object                     Distance      Geod. Az  |
 NR0505|                                                           dddmmss.s |
 NR0505| NR0507 SAGE                                APPROX. 5.4 KM 3525234.5 |
 NR0505|---------------------------------------------------------------------|
 NR0505
 NR0505                          SUPERSEDED SURVEY CONTROL
 NR0505
 NR0505  NAD 83(1986)-  42 55 22.07982(N)    107 53 01.38607(W) AD(       ) 3
 NR0505  NAD 27      -  42 55 22.23156(N)    107 52 59.09200(W) AD(       ) 3
 NR0505  NGVD 29 (07/19/86) 1789.1    (m)         5870.     (f) VERT ANG       
 NR0505
 NR0505.Superseded values are not recommended for survey control.
 NR0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0505.See file dsdata.txt to determine how the superseded data were derived.
 NR0505
 NR0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH6465256277(NAD 83)
 NR0505_MARKER: DD = SURVEY DISK
 NR0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0505+STABILITY: SURFACE MOTION
 NR0505
 NR0505  HISTORY     - Date     Condition        Report By
 NR0505  HISTORY     - 1950     MONUMENTED       USGS
 NR0505
 NR0505                          STATION DESCRIPTION
 NR0505
 NR0505'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0505'LOCATED ABOUT 8.0 MI. S. AND 26.0 MI. E. OF RIVERTON, ON THE RIM OF
 NR0505'A BLUFF IN THE SW. 1/4 OF SEC. 17, T 34 N, R 92 W.
 NR0505'
 NR0505'TO REACH FROM RIVERTON POST OFFICE, DRIVE E. THREE (3) BLOCKS ON U.S.
 NR0505'HIGHWAY 320, TURN RIGHT (S.) ALONG HIGHWAY 320 FOR 1.15 MI. TO Y-FORK
 NR0505'JUST BEYOND BRIDGE OVER WIND RIVER, THENCE LEFT (SE.) ONTO SANDRAW
 NR0505'RD. FOR 1.3 MI. TO T-JUNCTION E., THENCE LEFT (E.) ONTO MUSKRAT RD.
 NR0505'4.1 MI. TO Y-FORK, THENCE RIGHT (E.) KEEPING TO MAIN TRAVELED RD. E.
 NR0505'FOR 14.0 MI. TO T-JUNCTION S., TURN LEFT (E.) 9.9 MI. TO Y-FORK SE.,
 NR0505'THENCE RIGHT (SE.) 2.3 MI. TO E-W. CROSS-TRAIL, TURN RIGHT (W.) 0.1
 NR0505'MI. TO RIM OF BLUFF AND STATION.  STATION LIES 28 FT. N. OF CENTER
 NR0505'LINE OF DIM E-W. TRAIL-RD.
 NR0505'
 NR0505'STATION MARK--STANDARD TABLET STAMPED ---WR CLOUDY 1950 VABM 5870---,
 NR0505'IN TOP OF 6 IN. X 6 IN. CONCRETE POST PROJECTING 6 IN. ABOVE GROUND.
 NR0505'
 NR0505'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0208 ***********************************************************************
 OW0208  DESIGNATION -  CLUB
 OW0208  PID         -  OW0208
 OW0208  STATE/COUNTY-  WY/HOT SPRINGS
 OW0208  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0208
 OW0208                         *CURRENT SURVEY CONTROL
 OW0208  ___________________________________________________________________
 OW0208* NAD 83(1993)-  43 35 34.00928(N)    108 12 19.53057(W)     ADJUSTED  
 OW0208* NAVD 88     -      1344.161  (meters)    4409.97   (feet)  ADJUSTED  
 OW0208  ___________________________________________________________________
 OW0208  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 OW0208  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 OW0208  DYNAMIC HT  -        1343.456 (meters)    4407.66  (feet)  COMP
 OW0208  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 OW0208
 OW0208  HORZ ORDER  -  THIRD
 OW0208  VERT ORDER  -  FIRST     CLASS II
 OW0208
 OW0208.The horizontal coordinates were established by classical geodetic methods
 OW0208.and adjusted by the National Geodetic Survey in January 1997..
 OW0208
 OW0208.The orthometric height was determined by differential leveling
 OW0208.and adjusted by the National Geodetic Survey in June 1991..
 OW0208
 OW0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0208
 OW0208.The geoid height was determined by GEOID03.
 OW0208
 OW0208.The dynamic height is computed by dividing the NAVD 88
 OW0208.geopotential number by the normal gravity value computed on the
 OW0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0208.degrees latitude (g = 980.6199 gals.).
 OW0208
 OW0208.The modeled gravity was interpolated from observed gravity values.
 OW0208
 OW0208;                    North         East     Units Scale Factor Converg.
 OW0208;SPC WYWC     -   343,650.775   643,973.190   MT  0.99996128   +0 22 31.8
 OW0208;UTM  12      - 4,830,440.373   725,583.804   MT  1.00022598   +1 55 39.9
 OW0208
 OW0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0208!SPC WYWC     -   0.99979129  x   0.99996128  =   0.99975258
 OW0208!UTM  12      -   0.99979129  x   1.00022598  =   1.00001722
 OW0208
 OW0208|---------------------------------------------------------------------|
 OW0208| PID    Reference Object                     Distance      Geod. Az  |
 OW0208|                                                           dddmmss.s |
 OW0208| CP4708 CLUB RM 1                            16.714 METERS 01719     |
 OW0208| CP4707 CLUB AZ MK                                         0473937.8 |
 OW0208| CP4709 CLUB RM 2                            18.513 METERS 27343     |
 OW0208| OW0243 THERMOPOLIS PUB SCHOOL CUPOLA       APPROX. 6.0 KM 3502434.0 |
 OW0208|---------------------------------------------------------------------|
 OW0208
 OW0208                          SUPERSEDED SURVEY CONTROL
 OW0208
 OW0208  NAD 83(1986)-  43 35 33.99497(N)    108 12 19.53516(W) AD(       ) 3
 OW0208  NAD 27      -  43 35 34.15300(N)    108 12 17.18100(W) AD(       ) 3
 OW0208  NGVD 29 (06/08/92) 1343.318  (m)         4407.20   (f) ADJUSTED    1 2
 OW0208
 OW0208.Superseded values are not recommended for survey control.
 OW0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0208.See file dsdata.txt to determine how the superseded data were derived.
 OW0208
 OW0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2558430440(NAD 83)
 OW0208_MARKER: DS = TRIANGULATION STATION DISK
 OW0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0208_SP_SET: CONCRETE POST
 OW0208_STAMPING: CLUB 1936
 OW0208_MARK LOGO: CGS   
 OW0208_PROJECTION: PROJECTING 10 CENTIMETERS
 OW0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0208+STABILITY: SURFACE MOTION
 OW0208
 OW0208  HISTORY     - Date     Condition        Report By
 OW0208  HISTORY     - 1936     MONUMENTED       CGS
 OW0208  HISTORY     - 1957     GOOD             USGS
 OW0208  HISTORY     - 1958     GOOD             CGS
 OW0208  HISTORY     - 1982     GOOD             NGS
 OW0208
 OW0208                          STATION DESCRIPTION
 OW0208
 OW0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0208'FIVE MILES SOUTH OF THERMOPOLIS POST OFFICE, ALONG U.S. HIGHWAY
 OW0208'20, AT ENTRANCE TO THERMOPOLIS COUNTRY CLUB, 70 FEET SOUTHEAST
 OW0208'OF CENTER LINE OF HIGHWAY, 46 FEET EAST OF CENTER OF ROAD LEADING
 OW0208'TO COUNTRY CLUB, IN SOUTHWEST CORNER OF PASTURE, 5 FEET EAST
 OW0208'AND 4 FEET NORTH OF FENCE CORNER.  SURFACE AND UNDERGROUND MARKS
 OW0208'ARE STANDARD DISKS IN CONCRETE.  REFERENCE
 OW0208'MARK NO. 1 IS STANDARD DISK IN CONCRETE, 1 FOOT SOUTH
 OW0208'OF FENCE LINE SOUTH OF HIGHWAY, AND 16.714 METERS (54.84 FEET)
 OW0208'NORTH OF STATION N 17 DEG 19 MIN E.  REFERENCE MARK
 OW0208'NO. 2 IS PROBABLY STANDARD DISK IN NORTH END OF WEST
 OW0208'CONCRETE HEADWALL OF PIPE CULVERT UNDER ROAD LEADING TO
 OW0208'COUNTRY CLUB, AND 18.513 METERS (60.74 FEET) WEST OF
 OW0208'STATION N 86 DEG 17 MIN W.  DISTANCE BETWEEN
 OW0208'REFERENCE MARKS IS 27.706 METERS (90.90 FEET).  AZIMUTH
 OW0208'MARK IS STANDARD DISK IN CONCRETE, ABOUT 100 YARDS
 OW0208'SOUTHWEST OF SUMMIT OF SLIGHT RIDGE, ABOUT 40 FEET SOUTHEAST
 OW0208'OF CENTER LINE OF HIGHWAY, 7 FEET SOUTHEAST OF FENCE
 OW0208'LINE, AND APPROXIMATELY 0.3 MILE NORTHEAST OF STATION
 OW0208'N 47 DEG 40 MIN E.  THERMOPOLIS, PUBLIC
 OW0208'SCHOOL, CUPOLA MAY BE
 OW0208'USED AS AZIMUTH MARK.
 OW0208
 OW0208                          STATION RECOVERY (1957)
 OW0208
 OW0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OW0208'DESCRIPTION AND POSITION LISTED IN NGS QUAD 43108-1, STATION 1002.
 OW0208'
 OW0208'RECOVERED BY USGS IN 1957.
 OW0208'
 OW0208'STATION MARK--USC AND GS STANDARD DISK SET IN CONCRETE.
 OW0208
 OW0208                          STATION RECOVERY (1958)
 OW0208
 OW0208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ETJ)
 OW0208'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION
 OW0208'IS ADEQUATE.  THE PUBLISHED DISTANCES AND DIRECTIONS WERE
 OW0208'RE-MEASURED AND FOUND TO BE CORRECT.
 OW0208
 OW0208                          STATION RECOVERY (1982)
 OW0208
 OW0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0208'9.2 KM (5.7 MI) SOUTH FROM THERMOPOLIS.
 OW0208'7.9 KM (4.9 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0208'WITH STATE HIGHWAY 120 IN THERMOPOLIS, THENCE 1.3 KM (0.8 MI)
 OW0208'NORTHEAST ALONG A PAVED ROAD, 14.4 METERS (47.2 FT) EAST OF THE CENTER
 OW0208'OF A GRAVELED ROAD LEADING SOUTH, 14.1 METERS (46.3 FT) SOUTHEAST OF
 OW0208'THE CENTER OF THE ROAD AND 1.8 METERS (5.9 FT) NORTH OF A FENCE
 OW0208'CORNER.
 OW0208'THE MARK IS 5.2 METERS  E FROM  A WITNESS POST AND FENCE
 OW0208'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0587 ***********************************************************************
 MP0587  DESIGNATION -  COAD
 MP0587  PID         -  MP0587
 MP0587  STATE/COUNTY-  WY/CARBON
 MP0587  USGS QUAD   -  COAD MOUNTAIN (1992)
 MP0587
 MP0587                         *CURRENT SURVEY CONTROL
 MP0587  ___________________________________________________________________
 MP0587* NAD 83(1993)-  41 34 01.12687(N)    106 35 01.52295(W)     ADJUSTED  
 MP0587* NAVD 88     -      2883.3    (meters)    9460.     (feet)  VERTCON   
 MP0587  ___________________________________________________________________
 MP0587  LAPLACE CORR-           7.20  (seconds)                    DEFLEC99
 MP0587  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 MP0587
 MP0587  HORZ ORDER  -  SECOND
 MP0587
 MP0587.The horizontal coordinates were established by classical geodetic methods
 MP0587.and adjusted by the National Geodetic Survey in January 1997..
 MP0587
 MP0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0587
 MP0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0587
 MP0587.The geoid height was determined by GEOID03.
 MP0587
 MP0587;                    North         East     Units Scale Factor Converg.
 MP0587;SPC WYEC     -   218,756.900   462,518.583   MT  0.99998558   +0 29 50.5
 MP0587;UTM  13      - 4,602,911.373   367,949.551   MT  0.99981459   -1 03 03.5
 MP0587
 MP0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0587!SPC WYEC     -   0.99954987  x   0.99998558  =   0.99953546
 MP0587!UTM  13      -   0.99954987  x   0.99981459  =   0.99936455
 MP0587
 MP0587:                Primary Azimuth Mark                     Grid Az
 MP0587:SPC WYEC     -  COAD AZ MK                               149 13 19.8
 MP0587:UTM  13      -  COAD AZ MK                               150 46 13.8
 MP0587
 MP0587|---------------------------------------------------------------------|
 MP0587| PID    Reference Object                     Distance      Geod. Az  |
 MP0587|                                                           dddmmss.s |
 MP0587| CP4710 COAD AZ MK                                         1494310.3 |
 MP0587| CP4711 COAD RM 1                             5.489 METERS 18845     |
 MP0587| CP4712 COAD RM 2                             8.811 METERS 34344     |
 MP0587|---------------------------------------------------------------------|
 MP0587
 MP0587                          SUPERSEDED SURVEY CONTROL
 MP0587
 MP0587  NAD 83(1986)-  41 34 01.11825(N)    106 35 01.51664(W) AD(       ) 2
 MP0587  NAD 27      -  41 34 01.25100(N)    106 34 59.42600(W) AD(       ) 2
 MP0587  NGVD 29 (07/19/86) 2882.0    (m)         9455.     (f) VERT ANG       
 MP0587
 MP0587.Superseded values are not recommended for survey control.
 MP0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0587.See file dsdata.txt to determine how the superseded data were derived.
 MP0587
 MP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG6795002911(NAD 83)
 MP0587_MARKER: DS = TRIANGULATION STATION DISK
 MP0587_SETTING: 80 = SET IN A BOULDER
 MP0587_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0587
 MP0587  HISTORY     - Date     Condition        Report By
 MP0587  HISTORY     - 1948     MONUMENTED       CGS
 MP0587  HISTORY     - 1953     GOOD             USGS
 MP0587
 MP0587                          STATION DESCRIPTION
 MP0587
 MP0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0587'STATION LOCATED ON THE HIGHEST POINT OF A LOW, PROMINENT, SHARP,
 MP0587'CONE-SHAPED MOUNTAIN LOCALLY KNOWN AS COAD MOUNTAIN, WHICH
 MP0587'LIES ABOUT MIDWAY BETWEEN ELK MOUNTAIN AND PENNOCK MOUNTAIN
 MP0587'WHICH ARE HIGHER, ABOUT 14.0 MILES AIRLINE NORTHEAST OF
 MP0587'SARATOGA, SET FLUSH WITH GROUND, AND STAMPED, COAD 1948.
 MP0587'
 MP0587'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 MP0587'STATION, PROJECTS 18 INCHES, AND STAMPED, COAD NO 1 1948.
 MP0587'
 MP0587'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN
 MP0587'STATION, PROJECTS 24 INCHES, AND STAMPED, COAD NO 2 1948.
 MP0587'
 MP0587'AZIMUTH MARK IS LOCATED ON PROMINENT, WHITE ROCK, 25 FEET
 MP0587'EAST OF WHITE WITNESS POST NAILED TO FENCE, 20 FEET NORTHEAST
 MP0587'OF FENCE, PROJECTS 3 FEET, AND STAMPED, COAD 1948.
 MP0587'
 MP0587'TO REACH FROM POST OFFICE IN SARATOGA, GO EAST AND NORTH ON
 MP0587'STATE ROUTE 130 FOR 11.5 MILES TO A GRADED DIRT ROAD ON RIGHT.
 MP0587'TURN RIGHT, EASTERLY PASSING TO NORTH OF STOCK CORRAL AND
 MP0587'FOLLOW MAIN ROAD FOR 3.95 MILES TO FORK.  TAKE RIGHT FORK AND
 MP0587'GO 3.35 MILES TO FORK AND SIGN R.J. AULT.  TAKE RIGHT FORK
 MP0587'CROSSING SMALL BRIDGE AND GO 2.55 MILES TO FORK.  TAKE RIGHT
 MP0587'FORK AND GO 0.75 MILE TO DIM TRACK ROAD RIGHT, JUST AFTER
 MP0587'PASSING SMALL STREAM.  TURN RIGHT ONTO DIM TRACK ROAD AND
 MP0587'GO 0.25 MILE TO A DIAGONAL CROSS ROAD.  TAKE LEFT TRACK ROAD
 MP0587'AND GO 0.75 MILE TO REVERSE Y AT POLE GATE.  TURN LEFT ALONG
 MP0587'NORTH SIDE OF FENCE AND GO 0.25 MILE TO GATE.  PASS THROUGH
 MP0587'AND FOLLOW TRACK ROAD FOR 1.7 MILE TO GATE.  PASS THROUGH
 MP0587'GATE AND FOLLOW TRACK ROAD FOR 0.45 MILE TO GATE.  PASS
 MP0587'THROUGH GATE AND GO 0.25 MILE TO DIM FORK.  TAKE RIGHT
 MP0587'FORK AND GO 0.2 MILE TO FENCE, KEEPING JUST TO LEFT OF
 MP0587'OLD CORRAL, AND END OF TRUCK TRAVEL AND AZIMUTH MARK AS
 MP0587'DESCRIBED ABOVE.  PACK NORTHWEST UP STEEP RIDGE TO
 MP0587'HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  ABOUT A 1
 MP0587'1/2 HOUR PACK.
 MP0587'
 MP0587'NOTE--IT IS POSSIBLE TO CUT PACK DOWN TO 20 MINUTES, WITH A
 MP0587'FOUR WHEEL DRIVE VEHICLE.  AT LAST GATE MENTIONED ABOVE LEAVE
 MP0587'ROAD AND DRIVE NORTHWEST UP RIDGE, THIS IS THE RIDGE TO THE
 MP0587'LEFT OF ONE MENTIONED ABOVE, FOR ABOUT 1.0 MILE TO END OF TRUCK
 MP0587'TRAVEL.  PACK ON UP RIDGE, EAST ACROSS SMALL SADDLE AND UP
 MP0587'RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.
 MP0587
 MP0587                          STATION RECOVERY (1953)
 MP0587
 MP0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MP0587'RECOVERED.
 MP0587'
 MP0587'STATION MARK--STANDARD DISK, WEDGED IN A DRILL HOLE IN A BOULDER,
 MP0587'STAMPED ---COAD 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0249 ***********************************************************************
 OW0249  DESIGNATION -  COAL
 OW0249  PID         -  OW0249
 OW0249  STATE/COUNTY-  WY/HOT SPRINGS
 OW0249  USGS QUAD   -  GLOIN RESERVOIR (1985)
 OW0249
 OW0249                         *CURRENT SURVEY CONTROL
 OW0249  ___________________________________________________________________
 OW0249* NAD 83(1993)-  43 45 21.83612(N)    108 23 33.01405(W)     ADJUSTED  
 OW0249* NAVD 88     -      1605.8    (meters)    5268.     (feet)  VERTCON   
 OW0249  ___________________________________________________________________
 OW0249  LAPLACE CORR-          -8.08  (seconds)                    DEFLEC99
 OW0249  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 OW0249
 OW0249  HORZ ORDER  -  THIRD
 OW0249
 OW0249.The horizontal coordinates were established by classical geodetic methods
 OW0249.and adjusted by the National Geodetic Survey in January 1997..
 OW0249
 OW0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0249
 OW0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0249
 OW0249.The geoid height was determined by GEOID03.
 OW0249
 OW0249;                    North         East     Units Scale Factor Converg.
 OW0249;SPC WYWC     -   361,709.610   628,788.826   MT  0.99994769   +0 14 50.1
 OW0249;UTM  12      - 4,848,084.695   709,911.540   MT  1.00014200   +1 48 14.3
 OW0249
 OW0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0249!SPC WYWC     -   0.99975026  x   0.99994769  =   0.99969796
 OW0249!UTM  12      -   0.99975026  x   1.00014200  =   0.99989223
 OW0249
 OW0249|---------------------------------------------------------------------|
 OW0249| PID    Reference Object                     Distance      Geod. Az  |
 OW0249|                                                           dddmmss.s |
 OW0249| CP4714 COAL RM 1                            19.462 METERS 04021     |
 OW0249| CP4713 COAL AZ MK                                         1820047.0 |
 OW0249| CP4715 COAL RM 2                            12.278 METERS 32815     |
 OW0249|---------------------------------------------------------------------|
 OW0249
 OW0249                          SUPERSEDED SURVEY CONTROL
 OW0249
 OW0249  NAD 83(1986)-  43 45 21.82451(N)    108 23 33.02198(W) AD(       ) 3
 OW0249  NAD 27      -  43 45 21.98800(N)    108 23 30.64100(W) AD(       ) 3
 OW0249  NGVD 29 (11/06/89) 1604.9    (m)         5265.     (f) VERT ANG       
 OW0249
 OW0249.Superseded values are not recommended for survey control.
 OW0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0249.See file dsdata.txt to determine how the superseded data were derived.
 OW0249
 OW0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP0991248085(NAD 83)
 OW0249_MARKER: DS = TRIANGULATION STATION DISK
 OW0249_SETTING: 80 = SET IN A BOULDER
 OW0249_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OW0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0249
 OW0249  HISTORY     - Date     Condition        Report By
 OW0249  HISTORY     - 1936     MONUMENTED       CGS
 OW0249  HISTORY     - 1943     GOOD             CGS
 OW0249  HISTORY     - 1965     GOOD             USGS
 OW0249
 OW0249                          STATION DESCRIPTION
 OW0249
 OW0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0249'ABOUT 12 MILES NORTHWEST OF THERMOPOLIS, ON SOUTHEAST END OF
 OW0249'BARREN RIDGE LYING 4-1/2 MILES (AIR LINE) NORTH OF
 OW0249'THERMOPOLIS-ANCHOR OILED HIGHWAY, 4 MILES (AIR LINE) SOUTHEAST
 OW0249'OF WAUGH DOME OIL FIELD, 150 YARDS SOUTHWEST OF HIGHEST ROAD
 OW0249'SUMMIT ON GRADED ROAD LEADING NORTH FROM OILED HIGHWAY TO OIL
 OW0249'FIELD MENTIONED ABOVE, AND ON DIVIDE BETWEEN COAL DRAW TO
 OW0249'NORTH AND ANOTHER DRAW TO SOUTH.  RIDGE SLOPES OFF TO WEST,
 OW0249'THEN UP TO HIGHER PEAK ABOUT 3/4 MILE TO NORTHWEST ON WHICH
 OW0249'IS CAIRN.  RIDGE DROPS OFF STEEPLY TO SOUTH OF STATION.  TO
 OW0249'REACH FROM THERMOPOLIS, MAIN INTERSECTION--FOLLOW ANCHOR
 OW0249'GRADED HIGHWAY WEST 5.4 MILES TO STEEL TRUSS BRIDGE OVER
 OW0249'OWL CREEK.  CONTINUE WEST ON OILED HIGHWAY 2.5 MILES TO
 OW0249'GRADED ROAD TO RIGHT AT OLD TIN MAIL BOX MARKED CROM
 OW0249'MILLER.  TURN RIGHT ONTO THIS ROAD AND FOLLOW IT
 OW0249'NORTHWESTERLY TOWARDS WAUGH DOME OIL FIELD 5.2 MILES TO ROAD
 OW0249'SUMMIT AT CREST OF RIDGE.  TURN LEFT OFF ROAD AND GO WEST
 OW0249'ABOUT 150 YARDS UP STEEP SLOPE TO HIGHEST POINT AND STATION.
 OW0249'STATION MARK IS STANDARD DISK IN BOULDER.
 OW0249'REFERENCE MARKS ARE STANDARD DISKS IN BOULDERS.  NO. 1 IS
 OW0249'19.462 METERS (63.85 FEET) NORTHEAST OF STATION
 OW0249'N 40 DEG 21 MIN E, AND NO. 2 IS 12.278 METERS (40.28 FEET)
 OW0249'NORTHWEST N 31 DEG 45 MIN W.  AZIMUTH MARK IS
 OW0249'PROBABLY STANDARD DISK SET IN TOP OF HUGE SANDSTONE
 OW0249'OUTCROP PROJECTING ABOUT 15 FEET ABOVE GROUND, ABOUT 150 YARDS
 OW0249'NORTH OF LARGE WASH, ABOUT 50 YARDS SOUTHWEST OF GRADED HIGHWAY
 OW0249'LEADING TO STATION, ABOUT 20 YARDS WEST OF EAST END OF LONG
 OW0249'LINE OF ROCK OUTCROPS, AND APPROXIMATELY 1-1/4 MILES SOUTH
 OW0249'FROM STATION S O2 DEG 01 MIN W.  OTHER DISTANCES
 OW0249'AND BEARINGS FROM STATION ARE AS FOLLOWS--WAUGH DOME OIL
 OW0249'FIELD, MOST EASTERLY STORAGE TANK, CENTER, APPROXIMATELY 4
 OW0249'MILES, N 33 DEG 50 MIN W.  WHITE FARMHOUSE, NORTH CORNER,
 OW0249'APPROXIMATELY 4 MILES, S 16 DEG 46 MIN E.
 OW0249
 OW0249                          STATION RECOVERY (1943)
 OW0249
 OW0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (COS)
 OW0249'STATION IN GOOD CONDITION.
 OW0249'
 OW0249'A SIMPLE AND EFFECTIVE ROUTE TO THE STATION IS AS FOLLOWS--
 OW0249'
 OW0249'FOLLOW STATE HIGHWAY 120 NW OUT OF THERMOPOLIS TO A POINT
 OW0249'11.5 MILES FROM HIGHWAY JUNCTION IN THERMOPOLIS.  STATION CAN
 OW0249'BE SEEN FROM HIGHWAY 120.  TURN RIGHT OFF HIGHWAY AND FOLLOW
 OW0249'TRAIL N AND E TO STATION.
 OW0249
 OW0249                          STATION RECOVERY (1965)
 OW0249
 OW0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OW0249'RECOVERED BY USGS IN 1965.
 OW0249'
 OW0249'STATION MARK--STANDARD USC AND GS DISK WEDGED IN DRILL HOLE IN
 OW0249'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0681 ***********************************************************************
 MP0681  DESIGNATION -  COAL BANK
 MP0681  PID         -  MP0681
 MP0681  STATE/COUNTY-  WY/CARBON
 MP0681  USGS QUAD   -  HIGH POINT (1981)
 MP0681
 MP0681                         *CURRENT SURVEY CONTROL
 MP0681  ___________________________________________________________________
 MP0681* NAD 83(1993)-  41 36 55.64852(N)    107 47 05.98983(W)     ADJUSTED  
 MP0681* NAVD 88     -      2232.7    (meters)    7325.     (feet)  VERTCON   
 MP0681  ___________________________________________________________________
 MP0681  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 MP0681  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 MP0681
 MP0681  HORZ ORDER  -  SECOND
 MP0681
 MP0681.The horizontal coordinates were established by classical geodetic methods
 MP0681.and adjusted by the National Geodetic Survey in January 1997..
 MP0681
 MP0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0681
 MP0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0681
 MP0681.The geoid height was determined by GEOID03.
 MP0681
 MP0681;                    North         East     Units Scale Factor Converg.
 MP0681;SPC WYEC     -   223,968.007   362,357.164   MT  0.99995493   -0 17 59.9
 MP0681;UTM  13      - 4,610,829.286   267,958.809   MT  1.00026264   -1 51 01.5
 MP0681
 MP0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0681!SPC WYEC     -   0.99965221  x   0.99995493  =   0.99960715
 MP0681!UTM  13      -   0.99965221  x   1.00026264  =   0.99991475
 MP0681
 MP0681:                Primary Azimuth Mark                     Grid Az
 MP0681:SPC WYEC     -  FILLMORE                                 053 37 28.3
 MP0681:UTM  13      -  FILLMORE                                 055 10 29.9
 MP0681
 MP0681|---------------------------------------------------------------------|
 MP0681| PID    Reference Object                     Distance      Geod. Az  |
 MP0681|                                                           dddmmss.s |
 MP0681| MP0675 FILLMORE                            APPROX. 5.9 KM 0531928.4 |
 MP0681|---------------------------------------------------------------------|
 MP0681
 MP0681                          SUPERSEDED SURVEY CONTROL
 MP0681
 MP0681  NAD 83(1986)-  41 36 55.63615(N)    107 47 05.97912(W) AD(       ) 2
 MP0681  NAD 27      -  41 36 55.78752(N)    107 47 03.69770(W) AD(       ) 2
 MP0681  NGVD 29 (10/23/89) 2231.4    (m)         7321.     (f) VERT ANG       
 MP0681
 MP0681.Superseded values are not recommended for survey control.
 MP0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0681.See file dsdata.txt to determine how the superseded data were derived.
 MP0681
 MP0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG6795910829(NAD 83)
 MP0681_MARKER: DB = BENCH MARK DISK
 MP0681_SETTING: 80 = SET IN A BOULDER
 MP0681_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MP0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0681
 MP0681  HISTORY     - Date     Condition        Report By
 MP0681  HISTORY     - 1912     MONUMENTED       USGS
 MP0681  HISTORY     - 1966     GOOD             USGS
 MP0681  HISTORY     - 1972     GOOD             NGS
 MP0681
 MP0681                          STATION DESCRIPTION
 MP0681
 MP0681'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MP0681'ON HIGHEST PART OF FLAT HILL ON CONTINENTAL DIVIDE ABOUT 6 MI. S. BY
 MP0681'1 MI. W. OF CRESTON STATION ON THE UNION PACIFIC RAILROAD, ABOUT 4 MI.
 MP0681'NW. OF COAL BANK SPRINGS AND 5 MI. E. OF ECHO SPRINGS.
 MP0681'
 MP0681'STATION IS NEAR THE LINE BETWEEN SECS. 16 AND 17, T 19 N, R 92 W.
 MP0681'
 MP0681'STATION IS LOCATED IN CARBON COUNTY, WYOMING, ABOUT 10.5 MI. SE. OF
 MP0681'WAMSUTTER AND 6.9 MI. S. OF CONTINENTAL DIVIDE ON THE HIGHEST PART OF
 MP0681'FLAT HILL ON THE CONTINENTAL DIVIDE.
 MP0681'
 MP0681'TO REACH FROM CRESTON, WYOMING, GO S. ON STATE HIGHWAY 789 FOR 7.6 MI.
 MP0681'TO SIDE ROAD RIGHT, GO RIGHT THROUGH GATE FOR 0.5 MI. TO CROSSROAD,
 MP0681'GO RIGHT FOR 0.2 MI. TO Y-RD., TAKE LEFT FORK W. UP HILL FOR 0.9 MI.
 MP0681'TO TOP AND STATION ABOUT 70 FT. N. OF ROAD.
 MP0681
 MP0681                          STATION RECOVERY (1966)
 MP0681
 MP0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MP0681'ON HIGHEST PART OF FLAT HILL ON CONTINENTAL DIVIDE, ABOUT 6 MI. S.
 MP0681'BY 1 MI. W. OF CRESTON STATION ON THE UNION PACIFIC RAILROAD, ABOUT
 MP0681'4 MI. NW. OF COAL BANK SPRINGS AND 5 MI. E. OF ECHO SPRINGS.  STATION
 MP0681'IS NEAR THE LINE BETWEEN SECS. 16 AND 17, T 19 N, R 92 W.
 MP0681'
 MP0681'RECOVERED AND DESCRIBED AS FOLLOWS
 MP0681'
 MP0681'STATION IS LOCATED IN CARBON COUNTY, WYOMING, ABOUT 10.5 MI. SE. OF
 MP0681'WAMSUTTER AND 6.9 MI. S. OF CONTINENTAL DIVIDE, ON THE HIGHEST PART OF
 MP0681'FLAT HILL ON THE CONTINENTAL DIVIDE.
 MP0681'
 MP0681'TO REACH FROM CRESTON, WYOMING, GO S. ON STATE HIGHWAY 789 FOR 7.6 MI.
 MP0681'TO SIDE RD. RIGHT, GO RIGHT THROUGH GATE FOR 0.5 MI. TO CROSSROAD, GO
 MP0681'RIGHT FOR 0.2 MI. TO Y-RD., TAKE LEFT FORK W. UP HILL FOR 0.9 MI. TO
 MP0681'TOP AND STATION ABOUT 70 FT. N. OF RD.
 MP0681'
 MP0681'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN BOULDER, STAMPED
 MP0681'---COAL BANK 1912 ET 1966---.
 MP0681
 MP0681                          STATION RECOVERY (1972)
 MP0681
 MP0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MP0681'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH-SOUTHWEST OF CRESTON, 8
 MP0681'MILES SOUTH OF INTERSTATE HIGHWAY 80, 1.3 MILES WEST OF STATE
 MP0681'HIGHWAY 789 AND ON A LOW FLAT HILL.  PERMISSION WAS OBTAINED FROM
 MP0681'MR. ROY ECHEVARRIS, BOX 1290, RAWLINS, WYOMING 82301.
 MP0681'
 MP0681'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 MP0681'STATE HIGHWAY 789 ABOUT 30 MILES WEST OF RAWLINS GO SOUTH ON STATE
 MP0681'HIGHWAY 789 FOR 7.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 MP0681'WEST ON TRACK ROAD FOR 100 FEET TO A GATE (AZIMUTH MARK ON THE
 MP0681'RIGHT).  PASS THROUGH GATE AND CONTINUE WESTERLY ON TRACK ROAD
 MP0681'FOR 0.55 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON TRACK
 MP0681'ROAD FOR 0.2 MILE TO A FORK.  KEEP LEFT FORK AND GO WEST-SOUTHWEST
 MP0681'FOR 1.0 MILE TO TOP OF THE LOW FLAT HILL.
 MP0681'
 MP0681'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED COAL BANK
 MP0681'1912 ET 1966, SET IN A DRILL HOLE IN THE TOP OF A 6-INCH GRANITE
 MP0681'POST PROJECTING 6 INCHES.  IT IS 44 FEET WEST OF THE METAL WITNESS
 MP0681'POST WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0324 ***********************************************************************
 OV0324  DESIGNATION -  COATES
 OV0324  PID         -  OV0324
 OV0324  STATE/COUNTY-  WY/JOHNSON
 OV0324  USGS QUAD   -  FORT RENO SE (1973)
 OV0324
 OV0324                         *CURRENT SURVEY CONTROL
 OV0324  ___________________________________________________________________
 OV0324* NAD 83(1993)-  43 47 41.73094(N)    106 05 08.69422(W)     ADJUSTED  
 OV0324* NAVD 88     -      1496.3    (meters)    4909.     (feet)  VERTCON   
 OV0324  ___________________________________________________________________
 OV0324  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 OV0324  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 OV0324  OBS GRAVITY -     980,049.6   (mgal)                       GRAV_OBS
 OV0324
 OV0324  HORZ ORDER  -  THIRD
 OV0324
 OV0324.The horizontal coordinates were established by classical geodetic methods
 OV0324.and adjusted by the National Geodetic Survey in January 1997..
 OV0324
 OV0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0324
 OV0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0324
 OV0324.The geoid height was determined by GEOID03.
 OV0324.The observed gravity was obtained from relative gravimeter ties
 OV0324.to the IGSN71 gravity network.
 OV0324
 OV0324;                    North         East     Units Scale Factor Converg.
 OV0324;SPC WYEC     -   466,721.415   500,402.127   MT  1.00006145   +0 51 48.6
 OV0324;UTM  13      - 4,849,668.866   412,651.589   MT  0.99969384   -0 45 05.3
 OV0324
 OV0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0324!SPC WYEC     -   0.99976769  x   1.00006145  =   0.99982913
 OV0324!UTM  13      -   0.99976769  x   0.99969384  =   0.99946160
 OV0324
 OV0324:                Primary Azimuth Mark                     Grid Az
 OV0324:SPC WYEC     -  NORTH BUTTE                              080 50 44.1
 OV0324:UTM  13      -  NORTH BUTTE                              082 27 38.0
 OV0324
 OV0324|---------------------------------------------------------------------|
 OV0324| PID    Reference Object                     Distance      Geod. Az  |
 OV0324|                                                           dddmmss.s |
 OV0324| OU0456 NORTH BUTTE                         APPROX.10.6 KM 0814232.7 |
 OV0324|---------------------------------------------------------------------|
 OV0324
 OV0324                          SUPERSEDED SURVEY CONTROL
 OV0324
 OV0324  NAD 83(1986)-  43 47 41.71202(N)    106 05 08.66788(W) AD(       ) 3
 OV0324  NAD 27      -  43 47 41.80259(N)    106 05 06.60862(W) AD(       ) 3
 OV0324  NGVD 29 (07/19/86) 1495.5    (m)         4906.     (f) VERT ANG       
 OV0324
 OV0324.Superseded values are not recommended for survey control.
 OV0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0324.See file dsdata.txt to determine how the superseded data were derived.
 OV0324
 OV0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ1265249669(NAD 83)
 OV0324_MARKER: DD = SURVEY DISK
 OV0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OV0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0324+STABILITY: SURFACE MOTION
 OV0324
 OV0324  HISTORY     - Date     Condition        Report By
 OV0324  HISTORY     - 1952     MONUMENTED       USGS
 OV0324
 OV0324                          STATION DESCRIPTION
 OV0324
 OV0324'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OV0324'STATION IS LOCATED APPROXIMATELY 9.0 MI. E. AND 2.0 MI. N. OF SUSSEX,
 OV0324'WYOMING, ABOUT 150 FT. S. OF TRAIL RD., ON BARE ROUNDED HILL TOP.
 OV0324'
 OV0324'TO REACH FROM SUSSEX, WYOMING, PROCEED SE. ON STATE SECTION ROAD FOR
 OV0324'4.7 MI.  TURN LEFT ON TRAIL RD. FOR 1.6 MI.  TURN RIGHT AT Y-FORKS
 OV0324'IN TRAIL RD. 7.8 MI.  TURN RIGHT AT Y-FORK FOR 3.1 MI. TO WIRE GAP
 OV0324'IN FENCE.  TURN LEFT AND FOLLOW TRAIL RD. ALONG FENCE LINE 1.0 MI.
 OV0324'TO STATION.  STATION IS ABOUT 50 FT. W. OF FENCE LINE, ON HIGHEST
 OV0324'POINT OF HILL.
 OV0324'
 OV0324'STATION MARK--STANDARD BRONZE TABLET, SET IN 6 X 6 IN. CONCRETE BLOCK,
 OV0324'BURIED IN GROUND AND EXTENDING APPROXIMATELY 4 IN., STAMPED ---COATES
 OV0324'1952---.
 OV0324'
 OV0324'REFERENCE MARK NO. 1--A 5.0 FT. STEEL ROD POST, DRIVEN IN GROUND AND
 OV0324'EXTENDING 4 IN., 52.55 FT. S. OF STATION MARK, N 10 DEG E.
 OV0324'
 OV0324'REFERENCE MARK NO. 2--A 4 X 4 IN. CONCRETE POST WITH STEEL ROD,
 OV0324'BURIED IN GROUND IN FENCE LINE, 62.23 FT. E. OF STATION MARK,
 OV0324'S 83 DEG 44 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0519 ***********************************************************************
 PX0519  DESIGNATION -  COD AP STA A
 PX0519  PID         -  PX0519
 PX0519  STATE/COUNTY-  WY/PARK
 PX0519  USGS QUAD   -  CODY (1987)
 PX0519
 PX0519                         *CURRENT SURVEY CONTROL
 PX0519  ___________________________________________________________________
 PX0519* NAD 83(1986)-  44 31 28.     (N)    109 01 00.     (W)     SCALED    
 PX0519* NAVD 88     -      1544.19   (+/-2cm)    5066.2    (feet)  VERTCON   
 PX0519  ___________________________________________________________________
 PX0519  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 PX0519
 PX0519  VERT ORDER  -  THIRD ? (See Below)
 PX0519
 PX0519.This mark is at Yellowstone Regional Airport (COD)
 PX0519
 PX0519.The horizontal coordinates were scaled from a topographic map and have
 PX0519.an estimated accuracy of +/- 6 seconds.
 PX0519
 PX0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0519.The vertical order pertains to the NGVD 29 superseded value.
 PX0519
 PX0519.The geoid height was determined by GEOID03.
 PX0519
 PX0519;                    North         East    Units  Estimated Accuracy
 PX0519;SPC WYWC     -   447,060.      578,800.      MT  (+/- 180 meters Scaled)
 PX0519
 PX0519                          SUPERSEDED SURVEY CONTROL
 PX0519
 PX0519  NGVD 29 (07/19/86) 1543.12   (m)         5062.7    (f) LEVELING    3  
 PX0519
 PX0519.Superseded values are not recommended for survey control.
 PX0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0519.See file dsdata.txt to determine how the superseded data were derived.
 PX0519
 PX0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ576320(NAD 83)
 PX0519_MARKER: DT = TOPOGRAPHIC STATION DISK
 PX0519_SETTING: 0 = UNSPECIFIED SETTING
 PX0519_STAMPING: AP 1964 STA A
 PX0519_MARK LOGO: CGS   
 PX0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0519
 PX0519  HISTORY     - Date     Condition        Report By
 PX0519  HISTORY     - 1964     MONUMENTED       CGS
 PX0519
 PX0519                          STATION DESCRIPTION
 PX0519
 PX0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (MLG)
 PX0519'STATION IS LOCATED NORTHWEST OF THE NORTHEAST END OF RUNWAY
 PX0519'4-22.  STATION IS 439.6 FT. NORTH NORTHEAST OF THE INTERSECTION
 PX0519'OF A ROCKPILE AND FENCE LINE (SUB PT. 1), 122.7 FT. NORTHWEST
 PX0519'OF NORTHWEST CORNER OF RUNWAY 4 (SUB PT. 2).  THE STATION IS A
 PX0519'STANDARD TOPOGRAPHIC DISK STAMPED---AP 1964 STA A---, AND
 PX0519'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0163 ***********************************************************************
 PX0163  DESIGNATION -  COD AP STA B
 PX0163  PID         -  PX0163
 PX0163  STATE/COUNTY-  WY/PARK
 PX0163  USGS QUAD   -  CODY (1987)
 PX0163
 PX0163                         *CURRENT SURVEY CONTROL
 PX0163  ___________________________________________________________________
 PX0163* NAD 83(1986)-  44 30 56.     (N)    109 01 58.     (W)     SCALED    
 PX0163* NAVD 88     -      1551.388  (meters)    5089.85   (feet)  POSTED    
 PX0163  ___________________________________________________________________
 PX0163  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 PX0163  DYNAMIC HT  -        1550.610 (meters)    5087.29  (feet)  COMP
 PX0163  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 PX0163
 PX0163  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PX0163
 PX0163.This mark is at Yellowstone Regional Airport (COD)
 PX0163
 PX0163.The horizontal coordinates were scaled from a topographic map and have
 PX0163.an estimated accuracy of +/- 6 seconds.
 PX0163
 PX0163.The orthometric height was determined by differential leveling
 PX0163.and adjusted by the National Geodetic Survey in 1992..
 PX0163.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PX0163.rate of 4.1 thru 8.0 mm/km.
 PX0163
 PX0163.The geoid height was determined by GEOID03.
 PX0163
 PX0163.The dynamic height is computed by dividing the NAVD 88
 PX0163.geopotential number by the normal gravity value computed on the
 PX0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0163.degrees latitude (g = 980.6199 gals.).
 PX0163
 PX0163.The modeled gravity was interpolated from observed gravity values.
 PX0163
 PX0163;                    North         East    Units  Estimated Accuracy
 PX0163;SPC WYWC     -   446,070.      577,520.      MT  (+/- 180 meters Scaled)
 PX0163
 PX0163                          SUPERSEDED SURVEY CONTROL
 PX0163
 PX0163  NGVD 29 (??/??/92) 1550.312  (m)         5086.32   (f) ADJ UNCH    2 0
 PX0163
 PX0163.Superseded values are not recommended for survey control.
 PX0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0163.See file dsdata.txt to determine how the superseded data were derived.
 PX0163
 PX0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ563310(NAD 83)
 PX0163_MARKER: DT = TOPOGRAPHIC STATION DISK
 PX0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0163_SP_SET: MONUMENT
 PX0163_STAMPING: AP 1964 STA B
 PX0163_MARK LOGO: CGS   
 PX0163_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PX0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0163+STABILITY: SURFACE MOTION
 PX0163
 PX0163  HISTORY     - Date     Condition        Report By
 PX0163  HISTORY     - 1964     MONUMENTED       CGS
 PX0163  HISTORY     - 1964     GOOD             CGS
 PX0163  HISTORY     - 1977     GOOD             NGS
 PX0163  HISTORY     - 1977     GOOD             NGS
 PX0163  HISTORY     - 19860630 GOOD             NGS
 PX0163
 PX0163                          STATION DESCRIPTION
 PX0163
 PX0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (MLG)
 PX0163'STATION IS LOCATED ABOUT 70 FT NORTHWEST OF THE NORTH EDGE OF
 PX0163'THE SOUTHWEST END OF THE NORTHEAST-SOUTHWEST RUNWAY.  IT IS
 PX0163'200.12 FT. NORTH OF CENTERLINE OF RUNWAY END, 182 FT. NORTH
 PX0163'OF SUB PT. 1, AND 157 FT. NORTH-NORTHEAST OF SUB PT. 2
 PX0163'(RUNWAY INTERSECTIONS).  THE STATION IS A STANDARD TOPOGRAPHIC
 PX0163'DISK STAMPED---AP 1964 STA B---, AND SET IN THE TOP OF A CONCRETE
 PX0163'MONUMENT SET FLUSH WITH THE GROUND.
 PX0163
 PX0163                          STATION RECOVERY (1964)
 PX0163
 PX0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PX0163'2 MI SE FROM CODY.
 PX0163'2 MILES SOUTHEAST ALONG U. S. HIGHWAY 20 FROM THE POST OFFICE AT CODY,
 PX0163'PARK COUNTY, THEN NORTHWEST ALONG NORTHWEST-SOUTHEAST TAXIWAY TO SOUTH
 PX0163'END OF NORTHEAST-SOUTHWEST RUNWAY.  STATION IS LOCATED ABOUT 70 FT.
 PX0163'NORTHWEST OF THE NORTH EDGE OF THE SOUTHWEST END OF THE
 PX0163'NORTHEAST-SOUTHWEST RUNWAY.  IT IS 200 FT. NORTH OF THE CENTERLINE AT
 PX0163'THE END OF THE NORTHEAST-SOUTHWEST RUNWAY AND 157 FT. NORTH-NORTHEAST
 PX0163'OF THE INTERSECTION OF THE NORTH EDGE OF THIS RUNWAY WITH A
 PX0163'NORTHWEST-SOUTHEAST RUNWAY.  IT IS A STANDARD TOPOGRAPHIC DISK
 PX0163'STAMPED---AP 1964 STA B---, AND
 PX0163'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 PX0163'GROUND.
 PX0163
 PX0163                          STATION RECOVERY (1977)
 PX0163
 PX0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 PX0163'THE STATION IS LOCATED ON THE WEST SIDE OF THE NE-SW RUNWAY AT THE SW
 PX0163'END.  IT IS 87.2 FEET WEST OF THE FIRST RUNWAY LIGHT NE OF THE
 PX0163'RUNWAY END ON THE WEST SIDE OF THE RUNWAY.  151.7 FEET NORTH OF THE
 PX0163'MOST NORTHWESTERLY THRESHOLD LIGHT.  122.7 FEET NW OF THE
 PX0163'CENTERLINE OF THE RUNWAY AND 165.6 FEET NNW OF THE CENTERLINE END
 PX0163'OF RUNWAY 04.
 PX0163'
 PX0163'THE MARK IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE
 PX0163'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED AP 1964 STA B.
 PX0163'
 PX0163'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SE OF
 PX0163'CODY.
 PX0163
 PX0163                          STATION RECOVERY (1977)
 PX0163
 PX0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PX0163'THE STATION IS LOCATED ON THE WEST SIDE OF THE NE-SW RUNWAY AT THE SW
 PX0163'END. IT IS 87.2 FEET WEST OF THE FIRST RUNWAY LIGHT NE OF THE RUNWAY
 PX0163'END ON THE WEST SIDE OF THE RUNWAY. 151.7 FEET NORTH OF THE MOST
 PX0163'NORTHWESTERLY THRESHOLD LIGHT. 122.7 FEET NW OF THE CENTERLINE OF THE
 PX0163'RUNWAY AND 165.6 FEET NNW OF THE CENTERLINE END OF RUNWAY 04.
 PX0163
 PX0163                          STATION RECOVERY (1986)
 PX0163
 PX0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 PX0163'THE STATION IS LOCATED AT THE E.E.  FAUST REGIONAL AIRPORT NORTHWEST
 PX0163'OF RUNWAY 4-22.  IT IS 1500 FEET (457.2 M) NORTHEAST OF RUNWAY END
 PX0163'4,138.5 FEET NORTH OF THE 7TH RUNWAY LIGHT FROM RUNWAY END 4, 123.2
 PX0163'FEET (37.6 M) NORTHWEST OF THE CENTERLINE OF THE RUNWAY, 97.7 FEET
 PX0163'(29.8 M) WEST OF THE 8TH RUNWAY LIGHT FROM THE RUNWAY END AND 4.0 FEET
 PX0163'(1.2 M) SOUTH OF A STEEL WITNESS POST.  THE MARK IS A STANDARD
 PX0163'TOPOGRAPHICAL DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 PX0163'THE GROUND AND STAMPED AP 1964 STA B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0164 ***********************************************************************
 PX0164  DESIGNATION -  COD ARP
 PX0164  PID         -  PX0164
 PX0164  STATE/COUNTY-  WY/PARK
 PX0164  USGS QUAD   -  CODY (1987)
 PX0164
 PX0164                         *CURRENT SURVEY CONTROL
 PX0164  ___________________________________________________________________
 PX0164* NAD 83(1986)-  44 31 09.     (N)    109 01 27.     (W)     SCALED    
 PX0164* NAVD 88     -      1546.928  (meters)    5075.21   (feet)  POSTED    
 PX0164  ___________________________________________________________________
 PX0164  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 PX0164  DYNAMIC HT  -        1546.150 (meters)    5072.66  (feet)  COMP
 PX0164  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 PX0164
 PX0164  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PX0164
 PX0164.This mark is at Yellowstone Regional Airport (COD)
 PX0164
 PX0164.The horizontal coordinates were scaled from a topographic map and have
 PX0164.an estimated accuracy of +/- 6 seconds.
 PX0164
 PX0164.The orthometric height was determined by differential leveling
 PX0164.and adjusted by the National Geodetic Survey in 1992..
 PX0164.No vertical observational check was made to the station.
 PX0164.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PX0164.was located on a no-check spur therefore a value was not computed.
 PX0164
 PX0164.The geoid height was determined by GEOID03.
 PX0164
 PX0164.The dynamic height is computed by dividing the NAVD 88
 PX0164.geopotential number by the normal gravity value computed on the
 PX0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0164.degrees latitude (g = 980.6199 gals.).
 PX0164
 PX0164.The modeled gravity was interpolated from observed gravity values.
 PX0164
 PX0164;                    North         East    Units  Estimated Accuracy
 PX0164;SPC WYWC     -   446,470.      578,200.      MT  (+/- 180 meters Scaled)
 PX0164
 PX0164                          SUPERSEDED SURVEY CONTROL
 PX0164
 PX0164  NGVD 29 (??/??/92) 1545.85   (m)         5071.7    (f) COMPUTED    2 0
 PX0164
 PX0164.Superseded values are not recommended for survey control.
 PX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0164.See file dsdata.txt to determine how the superseded data were derived.
 PX0164
 PX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ570314(NAD 83)
 PX0164_MARKER: DT = TOPOGRAPHIC STATION DISK
 PX0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0164_SP_SET: MONUMENT
 PX0164_STAMPING: ARP 1964
 PX0164_MARK LOGO: CGS   
 PX0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0164
 PX0164  HISTORY     - Date     Condition        Report By
 PX0164  HISTORY     - 1964     MONUMENTED       CGS
 PX0164  HISTORY     - 1964     GOOD             CGS
 PX0164  HISTORY     - 1982     GOOD             NGS
 PX0164  HISTORY     - 1983     MARK NOT FOUND   USGS
 PX0164
 PX0164                          STATION DESCRIPTION
 PX0164
 PX0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (MLG)
 PX0164'STATION IS LOCATED 602.5 FT. EAST OF CENTERLINE RUNWAY END
 PX0164'16, 549 FT. EAST SOUTHEAST OF A SMALL BUSH (SUB PT. 1) AND
 PX0164'448 FT. SOUTHEAST OF THE INTERSECTION OF TWO DITCHES (SUB PT. 2).
 PX0164'THE STATION IS ABOUT 200 FT. SOUTHEAST OF THE CENTERLINE OF RUNWAY
 PX0164'4-22.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 PX0164'STAMPED---ARP 1964---, AND IS
 PX0164'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 PX0164
 PX0164                          STATION RECOVERY (1964)
 PX0164
 PX0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PX0164'2 MI SE FROM CODY.
 PX0164'2 MILES SOUTHEAST ALONG U. S. HIGHWAY 20 FROM THE POST OFFICE AT CODY,
 PX0164'PARK COUNTY, THEN NORTHEAST ALONG THE NORTHEAST-SOUTHWEST TAXIWAY TO
 PX0164'ITS JUNCTION WITH THE MAIN RUNWAY (PAVED RUNWAY ORIENTED
 PX0164'NORTHEAST-SOUTHWEST) AND TURN RIGHT AND GO NORTHEAST ALONG THE RUNWAY
 PX0164'ABOUT ONE TENTH (0.1) MILE.  STATION IS ABOUT 200 FT. SOUTHEAST OF THE
 PX0164'MAIN RUNWAY CENTERLINE.  IT IS 603 FT. EAST OF THE JUNCTION OF THE
 PX0164'CENTERLINE OF THE TAXIWAY WITH THE NORTH SIDE OF THE MAIN RUNWAY AND
 PX0164'448 FT. SOUTHEAST OF THE INTERSECTION OF TWO DITCHES THAT ARE IN A
 PX0164'FIELD JUST NORTH OF THE MAIN RUNWAY.  THE STATION IS A STANDARD
 PX0164'TOPOGRAPHIC DISK STAMPED ARP 1964 SET IN THE TOP OF A CONCRETE
 PX0164'MONUMENT FLUSH WITH THE GROUND.  THERE IS A METAL WITNESS POST ABOUT 6
 PX0164'FT. SOUTH OF THE STATION.
 PX0164
 PX0164                          STATION RECOVERY (1982)
 PX0164
 PX0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RAH)
 PX0164'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION, THE AIRPORT NAME
 PX0164'IS NOW E.E. FAUST REGIONAL AIRPORT.
 PX0164
 PX0164                          STATION RECOVERY (1983)
 PX0164
 PX0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8889 ***********************************************************************
 AJ8889  PACS        -  This is a Primary Airport Control Station.
 AJ8889  DESIGNATION -  COD D
 AJ8889  PID         -  AJ8889
 AJ8889  STATE/COUNTY-  WY/PARK
 AJ8889  USGS QUAD   -  CODY (1987)
 AJ8889
 AJ8889                         *CURRENT SURVEY CONTROL
 AJ8889  ___________________________________________________________________
 AJ8889* NAD 83(1993)-  44 31 12.06092(N)    109 01 35.95425(W)     ADJUSTED  
 AJ8889* NAVD 88     -      1549.04   (meters)    5082.1    (feet)  GPS OBS   
 AJ8889  ___________________________________________________________________
 AJ8889  X           -  -1,485,372.158 (meters)                     COMP
 AJ8889  Y           -  -4,307,323.630 (meters)                     COMP
 AJ8889  Z           -   4,450,552.161 (meters)                     COMP
 AJ8889  LAPLACE CORR-         -15.15  (seconds)                    DEFLEC99
 AJ8889  ELLIP HEIGHT-        1537.09  (meters)          (04/15/02) GPS OBS
 AJ8889  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 AJ8889
 AJ8889  HORZ ORDER  -  B
 AJ8889  ELLP ORDER  -  FIRST     CLASS I
 AJ8889
 AJ8889.This mark is at Yellowstone Regional Airport (COD)
 AJ8889
 AJ8889.The horizontal coordinates were established by GPS observations
 AJ8889.and adjusted by the National Geodetic Survey in April 2002..
 AJ8889
 AJ8889.The orthometric height was determined by GPS observations and a
 AJ8889.high-resolution geoid model.
 AJ8889
 AJ8889.GPS derived orthometric heights for airport stations designated as
 AJ8889.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8889.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8889.not indicate centimeter accuracy relative to other marks which are
 AJ8889.part of the NAVD 88 network.
 AJ8889
 AJ8889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8889
 AJ8889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8889
 AJ8889.The ellipsoidal height was determined by GPS observations
 AJ8889.and is referenced to NAD 83.
 AJ8889
 AJ8889.The geoid height was determined by GEOID03.
 AJ8889
 AJ8889;                    North         East     Units Scale Factor Converg.
 AJ8889;SPC WYWC     -   446,565.825   578,006.734   MT  0.99994345   -0 11 38.3
 AJ8889;UTM  12      - 4,931,526.548   656,823.454   MT  0.99990245   +1 23 02.1
 AJ8889
 AJ8889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8889!SPC WYWC     -   0.99975905  x   0.99994345  =   0.99970251
 AJ8889!UTM  12      -   0.99975905  x   0.99990245  =   0.99966152
 AJ8889
 AJ8889                          SUPERSEDED SURVEY CONTROL
 AJ8889
 AJ8889.No superseded survey control is available for this station.
 AJ8889
 AJ8889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5682331527(NAD 83)
 AJ8889_MARKER: I = METAL ROD
 AJ8889_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8889_STAMPING: COD D 2001
 AJ8889_MARK LOGO: NGS   
 AJ8889_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8889_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8889+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2002
 AJ8889_ROD/PIPE-DEPTH:  3.7 meters
 AJ8889_SLEEVE-DEPTH  : 0.90 meters
 AJ8889
 AJ8889  HISTORY     - Date     Condition        Report By
 AJ8889  HISTORY     - 20010704 MONUMENTED       NGS
 AJ8889  HISTORY     - 20010704 GOOD             NGS
 AJ8889  HISTORY     - 20010704 GOOD             NGS
 AJ8889  HISTORY     - 20020520 GOOD             NGS
 AJ8889
 AJ8889                          STATION DESCRIPTION
 AJ8889
 AJ8889'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ8889'THE STATION IS LOCATED ABOUT 1 MI SOUTHEAST OF CODY AT THE
 AJ8889'YELLOWSTONE REGIONAL AIRPORT,  ON A LOW RISE NEAR THE CENTER OF
 AJ8889'THE NORTHWEST EDGE OF THE AIRFIELD, AND ADJACENT TO A WINDSOCK,
 AJ8889'TETRAHEDRON AND AWOS.  OWNERSHIP--YELLOWSTONE REGIONAL
 AJ8889'AIRPORT, 3001 DUGGLEBY DRIVE, P.O. BOX 2748, CODY, WY 82414.  AIRPORT
 AJ8889'MANAGER IS DAVID R. ULANE, A.A.E.  PHONE 307-587-5096.  FAX
 AJ8889'307-527-4909.
 AJ8889'CONTACT HIM FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS
 AJ8889'THROUGH THE LOCKED GATE.
 AJ8889'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 14,16, 120 AND STATE
 AJ8889'HIGHWAY 120 EAST ON THE SOUTHEAST SIDE OF CODY, GO 0.2 MI WEST ON
 AJ8889'HIGHWAYS 14,16, AND 120 TO THE ENTRANCE ROAD ON THE RIGHT.  TURN
 AJ8889'RIGHT, NORTH, ON THE ROAD FOR 0.1 MI TO GATE 3.  PASS THROUGH THE
 AJ8889'GATE, NORTHEAST, ACROSS THE APRON FOR 0.1 MI TOTAXI C.  TURN RIGHT,
 AJ8889'NORTHEAST, ALONG THE TAXI FOR 0.4 MI TO RUNWAY 4-28.  CONTINUE
 AJ8889'AHEAD, NORTH, CROSSING THE RUNWAY FOR 0.1 MI TO THE TETRAHEDRON,
 AJ8889'SEGMENTED CIRCLE AND A WINDSOCK AND THE STATION AS DESCRIBED.
 AJ8889'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN
 AJ8889'A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AJ8889'WITH A LOGO CAP SURROUNDED BY CONCRETE RECESSED 5 CM BELOW THE
 AJ8889'GROUND.  IT IS 400.3 FT NORTHEAST OF AND ABOUT 2 M HIGHER THAN THE
 AJ8889'RUNWAY CENTER, 119.7 FT NORTH OF A WINDSOCK, 97.8 FT SOUTHEAST OF A
 AJ8889'FENCE CORNER, 94.5 FT SOUTH OF AN AWOS, AND 0.65 FT SOUTHEAST OF A
 AJ8889'FIBERGLASS WITNESS POST.
 AJ8889'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 AJ8889'
 AJ8889
 AJ8889                          STATION RECOVERY (2001)
 AJ8889
 AJ8889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ8889'RECOVERED AS DESCRIBED.
 AJ8889
 AJ8889                          STATION RECOVERY (2002)
 AJ8889
 AJ8889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ED)
 AJ8889'RECOVERED AS DESCRIBED
 AJ8889'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8911 ***********************************************************************
 AJ8911  SACS        -  This is a Secondary Airport Control Station.
 AJ8911  DESIGNATION -  COD E
 AJ8911  PID         -  AJ8911
 AJ8911  STATE/COUNTY-  WY/PARK
 AJ8911  USGS QUAD   -  CODY (1987)
 AJ8911
 AJ8911                         *CURRENT SURVEY CONTROL
 AJ8911  ___________________________________________________________________
 AJ8911* NAD 83(1993)-  44 31 24.84764(N)    109 01 14.74398(W)     ADJUSTED  
 AJ8911* NAVD 88     -      1540.26   (meters)    5053.3    (feet)  GPS OBS   
 AJ8911  ___________________________________________________________________
 AJ8911  X           -  -1,484,836.957 (meters)                     COMP
 AJ8911  Y           -  -4,307,208.694 (meters)                     COMP
 AJ8911  Z           -   4,450,827.447 (meters)                     COMP
 AJ8911  LAPLACE CORR-         -14.93  (seconds)                    DEFLEC99
 AJ8911  ELLIP HEIGHT-        1528.26  (meters)          (04/15/02) GPS OBS
 AJ8911  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 AJ8911
 AJ8911  HORZ ORDER  -  FIRST
 AJ8911  ELLP ORDER  -  SECOND    CLASS I
 AJ8911
 AJ8911.This mark is at Yellowstone Regional Airport (COD)
 AJ8911
 AJ8911.The horizontal coordinates were established by GPS observations
 AJ8911.and adjusted by the National Geodetic Survey in April 2002..
 AJ8911
 AJ8911.The orthometric height was determined by GPS observations and a
 AJ8911.high-resolution geoid model.
 AJ8911
 AJ8911.GPS derived orthometric heights for airport stations designated as
 AJ8911.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8911.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8911.not indicate centimeter accuracy relative to other marks which are
 AJ8911.part of the NAVD 88 network.
 AJ8911
 AJ8911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8911
 AJ8911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8911
 AJ8911.The ellipsoidal height was determined by GPS observations
 AJ8911.and is referenced to NAD 83.
 AJ8911
 AJ8911.The geoid height was determined by GEOID03.
 AJ8911
 AJ8911;                    North         East     Units Scale Factor Converg.
 AJ8911;SPC WYWC     -   446,958.924   578,476.420   MT  0.99994319   -0 11 23.5
 AJ8911;UTM  12      - 4,931,932.415   657,282.119   MT  0.99990422   +1 23 17.3
 AJ8911
 AJ8911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8911!SPC WYWC     -   0.99976043  x   0.99994319  =   0.99970364
 AJ8911!UTM  12      -   0.99976043  x   0.99990422  =   0.99966468
 AJ8911
 AJ8911                          SUPERSEDED SURVEY CONTROL
 AJ8911
 AJ8911.No superseded survey control is available for this station.
 AJ8911
 AJ8911_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5728231932(NAD 83)
 AJ8911_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8911_STAMPING: COD E 2001
 AJ8911_MARK LOGO: NGS   
 AJ8911_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8911+STABILITY: SURFACE MOTION
 AJ8911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8911+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2001
 AJ8911
 AJ8911  HISTORY     - Date     Condition        Report By
 AJ8911  HISTORY     - 20010704 MONUMENTED       NGS
 AJ8911
 AJ8911                          STATION DESCRIPTION
 AJ8911
 AJ8911'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ8911'THE STATION IS LOCATED ABOUT 1 MI SOUTHEAST OF CODY AT THE
 AJ8911'YELLOWSTONE REGIONAL AIRPORT,  ON LOW GROUND IN THE
 AJ8911'NORTHEAST PART OF THE AIRFIELD, NEAR THE NORTHWEST EDGE OF THE
 AJ8911'AIRFIELD, ABOUT 1000 FT WEST-SOUTHWEST 0F RUNWAY END 22, AND ON
 AJ8911'THE EXTENSION OF A TALL NORTH-SOUTH FENCE.
 AJ8911'OWNERSHIP--YELLOWSTONE REGIONAL AIRPORT, 3001 DUGGLEBY DRIVE,
 AJ8911'P.O. BOX 2748, CODY, WY 82414.  AIRPORT MANAGER IS DAVID R. ULANE,
 AJ8911'A.A.E.  PHONE 307-587-5096.  FAX 307-527-4909.  CONTACT HIM FOR
 AJ8911'PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED
 AJ8911'GATE.
 AJ8911'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 14,16, 120 AND STATE
 AJ8911'HIGHWAY 120 EAST ON THE SOUTHEAST SIDE OF CODY, GO 0.2 MI WEST ON
 AJ8911'HIGHWAYS 14,16, AND 120 TO THE ENTRANCE ROAD ON THE RIGHT.  TURN
 AJ8911'RIGHT, NORTH, ON THE ROAD FOR 0.1 MI TO GATE 3.  PASS THROUGH THE
 AJ8911'GATE, NORTHEAST, ACROSS THE APRON FOR 0.1 MI TOTAXI C.  TURN RIGHT,
 AJ8911'NORTHEAST, ALONG THE TAXI FOR 0.4 MI TO RUNWAY 4-28.  CONTINUE
 AJ8911'AHEAD, NORTH, CROSSING THE RUNWAY FOR 0.1 MI TO THE TETRAHEDRON,
 AJ8911'SEGMENTED CIRCLE AND A WINDSOCK.  TURN RIGHT, NORTHEAST, ON A
 AJ8911'SERVICE ROAD FOR 0.4 MITO THE STATION ON THE LEFT.
 AJ8911'THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 AJ8911'RECESSED 5 CM BELOW THE GROUND.  IT IS 488.2 FT NORTHWEST OF AND
 AJ8911'ABOUT 3 M BELOW THE RUNWAY CENTER, 25.6 FT SOUTHEAST OF THE
 AJ8911'CENTER OF A GATE,14.8 FT SOUTH OF A FENCE CORNER, AND 12.1 FT
 AJ8911'SOUTHEAST OF A FENCE.
 AJ8911'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ8911'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8912 ***********************************************************************
 AJ8912  SACS        -  This is a Secondary Airport Control Station.
 AJ8912  DESIGNATION -  COD F
 AJ8912  PID         -  AJ8912
 AJ8912  STATE/COUNTY-  WY/PARK
 AJ8912  USGS QUAD   -  CODY (1987)
 AJ8912
 AJ8912                         *CURRENT SURVEY CONTROL
 AJ8912  ___________________________________________________________________
 AJ8912* NAD 83(1993)-  44 30 50.72576(N)    109 02 14.07195(W)     ADJUSTED  
 AJ8912* NAVD 88     -      1553.35   (meters)    5096.3    (feet)  GPS OBS   
 AJ8912  ___________________________________________________________________
 AJ8912  X           -  -1,486,319.793 (meters)                     COMP
 AJ8912  Y           -  -4,307,488.608 (meters)                     COMP
 AJ8912  Z           -   4,450,085.552 (meters)                     COMP
 AJ8912  LAPLACE CORR-         -15.65  (seconds)                    DEFLEC99
 AJ8912  ELLIP HEIGHT-        1541.49  (meters)          (04/15/02) GPS OBS
 AJ8912  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 AJ8912
 AJ8912  HORZ ORDER  -  FIRST
 AJ8912  ELLP ORDER  -  SECOND    CLASS I
 AJ8912
 AJ8912.This mark is at Yellowstone Regional Airport (COD)
 AJ8912
 AJ8912.The horizontal coordinates were established by GPS observations
 AJ8912.and adjusted by the National Geodetic Survey in April 2002..
 AJ8912
 AJ8912.The orthometric height was determined by GPS observations and a
 AJ8912.high-resolution geoid model.
 AJ8912
 AJ8912.GPS derived orthometric heights for airport stations designated as
 AJ8912.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8912.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8912.not indicate centimeter accuracy relative to other marks which are
 AJ8912.part of the NAVD 88 network.
 AJ8912
 AJ8912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8912
 AJ8912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8912
 AJ8912.The ellipsoidal height was determined by GPS observations
 AJ8912.and is referenced to NAD 83.
 AJ8912
 AJ8912.The geoid height was determined by GEOID03.
 AJ8912
 AJ8912;                    North         East     Units Scale Factor Converg.
 AJ8912;SPC WYWC     -   445,910.211   577,162.681   MT  0.99994391   -0 12 05.0
 AJ8912;UTM  12      - 4,930,847.972   655,997.809   MT  0.99989927   +1 22 34.8
 AJ8912
 AJ8912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8912!SPC WYWC     -   0.99975836  x   0.99994391  =   0.99970228
 AJ8912!UTM  12      -   0.99975836  x   0.99989927  =   0.99965765
 AJ8912
 AJ8912                          SUPERSEDED SURVEY CONTROL
 AJ8912
 AJ8912.No superseded survey control is available for this station.
 AJ8912
 AJ8912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5599830848(NAD 83)
 AJ8912_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8912_STAMPING: COD F 2001
 AJ8912_MARK LOGO: NGS   
 AJ8912_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8912+STABILITY: SURFACE MOTION
 AJ8912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8912+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2001
 AJ8912
 AJ8912  HISTORY     - Date     Condition        Report By
 AJ8912  HISTORY     - 20010704 MONUMENTED       NGS
 AJ8912
 AJ8912                          STATION DESCRIPTION
 AJ8912
 AJ8912'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ8912'THE STATION IS LOCATED ABOUT 1 MI SOUTHEAST OF CODY AT THE
 AJ8912'YELLOWSTONE REGIONAL AIRPORT,  ON FLAT GROUND WITH
 AJ8912'SAGEBRUSH AND ROCKS IN THE WESTERN PART OF THE AIRFIELD, NEAR THE
 AJ8912'NORTHWEST EDGE OF THE AIRFIELD, NEAR RUNWAY END 4 AND IN LINE
 AJ8912'WITH THE RUNWAY END.  OWNERSHIP--YELLOWSTONE REGIONAL AIRPORT,
 AJ8912'3001 DUGGLEBY DRIVE, P.O. BOX 2748, CODY, WY 82414.  AIRPORT MANAGER
 AJ8912'IS DAVID R. ULANE, A.A.E.  PHONE 307-587-5096.  FAX 307-527-4909.
 AJ8912'CONTACT
 AJ8912'HIM FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE
 AJ8912'LOCKED GATE.
 AJ8912'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 14,16, 120 AND STATE
 AJ8912'HIGHWAY 120 EAST ON THE SOUTHEAST SIDE OF CODY, GO 0.2 MI WEST ON
 AJ8912'HIGHWAYS 14,16, AND 120 TO THE ENTRANCE ROAD ON THE RIGHT.  TURN
 AJ8912'RIGHT, NORTH, ON THE ROAD FOR 0.1 MI TO GATE 3.  PASS THROUGH THE
 AJ8912'GATE, NORTHEAST, ACROSS THE APRON FOR 0.1 MI TOTAXI C.  TURN RIGHT,
 AJ8912'NORTHEAST, ALONG THE TAXI FOR 0.4 MI TO RUNWAY 4-28.  CONTINUE
 AJ8912'AHEAD, NORTH, CROSSING THE RUNWAY FOR 0.1 MI TO THE TETRAHEDRON,
 AJ8912'SEGMENTED CIRCLE AND A WINDSOCK.  TURN LEFT, SOUTHWEST, ALONG
 AJ8912'THE RUNWAY FOR 0.65 MI TO THE STATION ON THE RIGHT.
 AJ8912'THE STATION IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST
 AJ8912'RECESSED 5 CM BELOW THE GROUND.  IT IS 379.2 FT NORTHWEST OF AND
 AJ8912'ABOUT 0.8 M LOWER THAN THE RUNWAY CENTER AND IN LINE WITH THE
 AJ8912'RUNWAY END, 249.3 FT SOUTHEAST OF A FENCE, 3.6 FT NORTHEAST OF A
 AJ8912'FIBERGLASS WITNESS POST, AND 2.6 FT SOUTHWEST OF A FIBERLASS
 AJ8912'WITNESS POST.
 AJ8912'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ8912'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0404 ***********************************************************************
 PX0404  DESIGNATION -  CODY RADIO STATION KODI MAST
 PX0404  PID         -  PX0404
 PX0404  STATE/COUNTY-  WY/PARK
 PX0404  USGS QUAD   -  CODY (1987)
 PX0404
 PX0404                         *CURRENT SURVEY CONTROL
 PX0404  ___________________________________________________________________
 PX0404* NAD 83(1993)-  44 30 45.82902(N)    109 03 23.00603(W)     ADJUSTED  
 PX0404* NAVD 88     -                                                        
 PX0404  ___________________________________________________________________
 PX0404  LAPLACE CORR-         -16.59  (seconds)                    DEFLEC99
 PX0404  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 PX0404
 PX0404  HORZ ORDER  -  THIRD
 PX0404
 PX0404.The horizontal coordinates were established by classical geodetic methods
 PX0404.and adjusted by the National Geodetic Survey in January 1997..
 PX0404
 PX0404
 PX0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0404
 PX0404.The geoid height was determined by GEOID03.
 PX0404
 PX0404;                    North         East     Units Scale Factor Converg.
 PX0404;SPC WYWC     -   445,764.601   575,639.716   MT  0.99994480   -0 12 53.3
 PX0404;UTM  12      - 4,930,660.494   654,479.503   MT  0.99989348   +1 21 46.3
 PX0404
 PX0404                          SUPERSEDED SURVEY CONTROL
 PX0404
 PX0404  NAD 83(1986)-  44 30 45.82072(N)    109 03 22.98825(W) AD(       ) 4
 PX0404  NAD 27      -  44 30 45.98700(N)    109 03 20.48500(W) AD(       ) 3
 PX0404
 PX0404.Superseded values are not recommended for survey control.
 PX0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0404.See file dsdata.txt to determine how the superseded data were derived.
 PX0404
 PX0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5448030660(NAD 83)
 PX0404_MARKER: 42 = RADIO/TV MAST
 PX0404
 PX0404  HISTORY     - Date     Condition        Report By
 PX0404  HISTORY     - 1950     FIRST OBSERVED   CGS
 PX0404  HISTORY     - 1964     GOOD             CGS
 PX0404
 PX0404                          STATION DESCRIPTION
 PX0404
 PX0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0404'STATION IS THE TOP CENTER OF THE KODI RADIO STATION MAST WHICH
 PX0404'IS ABOUT 1-1/2 MILES SOUTH OF THE MAIN STREET IN CODY AND ABOUT
 PX0404'1/4 MILE SOUTHWEST OF U.S. HIGHWAY 14 AND 20.  IT IS A STRUCTURAL
 PX0404'STEEL TOWER WITH A RED OBSTRUCTION LIGHT ON TOP.  THE LIGHT ON
 PX0404'THE TOP CENTER WAS THE POINT OBSERVED ON.
 PX0404
 PX0404                          STATION RECOVERY (1964)
 PX0404
 PX0404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (MLG)
 PX0404'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY THE ORIGINAL
 PX0404'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0646 ***********************************************************************
 NT0646  DESIGNATION -  COKE
 NT0646  PID         -  NT0646
 NT0646  STATE/COUNTY-  WY/LINCOLN
 NT0646  USGS QUAD   -  SUBLETTE CANYON (1967)
 NT0646
 NT0646                         *CURRENT SURVEY CONTROL
 NT0646  ___________________________________________________________________
 NT0646* NAD 83(1993)-  42 03 46.24439(N)    110 47 48.44515(W)     ADJUSTED  
 NT0646* NAVD 88     -      2711.7    (meters)    8897.     (feet)  VERTCON   
 NT0646  ___________________________________________________________________
 NT0646  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 NT0646  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 NT0646
 NT0646  HORZ ORDER  -  THIRD
 NT0646
 NT0646.The horizontal coordinates were established by classical geodetic methods
 NT0646.and adjusted by the National Geodetic Survey in January 1997..
 NT0646
 NT0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0646
 NT0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0646
 NT0646.The geoid height was determined by GEOID03.
 NT0646
 NT0646;                    North         East     Units Scale Factor Converg.
 NT0646;SPC WY W     -   273,804.100   740,951.275   MT  0.99998039   -0 28 40.8
 NT0646;UTM  12      - 4,656,773.919   516,812.776   MT  0.99960348   +0 08 10.1
 NT0646
 NT0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0646!SPC WY W     -   0.99957694  x   0.99998039  =   0.99955734
 NT0646!UTM  12      -   0.99957694  x   0.99960348  =   0.99918059
 NT0646
 NT0646:                Primary Azimuth Mark                     Grid Az
 NT0646:SPC WY W     -  8479=ROCK                                186 25 55.8
 NT0646:UTM  12      -  8479=ROCK                                185 49 04.9
 NT0646
 NT0646|---------------------------------------------------------------------|
 NT0646| PID    Reference Object                     Distance      Geod. Az  |
 NT0646|                                                           dddmmss.s |
 NT0646| MR0864 8479=ROCK                           APPROX.11.8 KM 1855715.0 |
 NT0646|---------------------------------------------------------------------|
 NT0646
 NT0646                          SUPERSEDED SURVEY CONTROL
 NT0646
 NT0646  NAD 83(1993)-  42 03 46.23674(N)    110 47 48.44396(W) AD(       ) 3
 NT0646  NAD 83(1986)-  42 03 46.23452(N)    110 47 48.44033(W) AD(       ) 3
 NT0646  NAD 27      -  42 03 46.44947(N)    110 47 45.80029(W) AD(       ) 3
 NT0646  NGVD 29 (07/19/86) 2710.2    (m)         8892.     (f) VERT ANG       
 NT0646
 NT0646.Superseded values are not recommended for survey control.
 NT0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0646.See file dsdata.txt to determine how the superseded data were derived.
 NT0646
 NT0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM1681356774(NAD 83)
 NT0646
 NT0646  HISTORY     - Date     Condition        Report By
 NT0646  HISTORY     - 1952     MONUMENTED       USGS
 NT0646  HISTORY     - 1952     GOOD             USGS
 NT0646
 NT0646                          STATION DESCRIPTION
 NT0646
 NT0646'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 NT0646'REDESCRIBED AS FOLLOWS, TO REACH STATION FROM INTERSECTION OF U.S.
 NT0646'HIGHWAYS 30N AND 189 IN KEMMERER, TAKE THE LATTER CROSS BRIDGE OVER
 NT0646'OREGON SHORT LINE RAILROAD AND CONTINUE NORTHERLY 1.5 MI., TAKE LEFT
 NT0646'FORK LEADING UP HAMS FORK 3.4 MI. TO POINT ABOUT 300 FT. S. OF BRIDGE
 NT0646'OVER HAMS FORK, TAKE LEFT FORK HERE PROCEED UP STEEP GRADE AND INCLINE
 NT0646'TO RIGHT THROUGH A GATE. GO 13.1 MI. AND LEAVE USGS BENCH MARK
 NT0646'---GWM 7 1939--- ABOUT 200 FT. TO RIGHT, CONTINUE ON MAIN RD. WHICH
 NT0646'FOLLOWS RIDGE SLIGHTLY ON E. SLOPE 6.7 MI. AND TAKE LEFT FORK AT BENCH
 NT0646'MARK IN SADDLE, TAKE RD. AROUND W. SIDE OF HILL STILL FOLLOWING
 NT0646'DEMPSEY RIDGE AND DRIVE 4.6 MI. TO STATION ON HIGHEST POINT.  NOTE
 NT0646'THAT THE RD. PASSES ALONG THE W. SIDE OF A GROVE ABOUT 0.4 MI. BEFORE
 NT0646'REACHING STATION.
 NT0646'
 NT0646'RECOVERED.
 NT0646'
 NT0646'STATION MARK - ALUMINUM TABLET IN GRANITE BOULDER.
 NT0646'
 NT0646'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET CEMENTED IN
 NT0646'BOULDER 26.33 FT. FROM STATION, S 61 DEG 58 MIN E.
 NT0646'
 NT0646'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET CEMENTED IN
 NT0646'BOULDER 11.60 FT. FROM STATION, S 07 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0379 ***********************************************************************
 NR0379  DESIGNATION -  COLD
 NR0379  PID         -  NR0379
 NR0379  STATE/COUNTY-  WY/CARBON
 NR0379  USGS QUAD   -  SCHNEIDER RIDGE (1982)
 NR0379
 NR0379                         *CURRENT SURVEY CONTROL
 NR0379  ___________________________________________________________________
 NR0379* NAD 83(1993)-  42 07 06.13866(N)    106 37 49.90859(W)     ADJUSTED  
 NR0379* NAVD 88     -      2541.9    (meters)    8340.     (feet)  VERTCON   
 NR0379  ___________________________________________________________________
 NR0379  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 NR0379  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 NR0379
 NR0379  HORZ ORDER  -  THIRD
 NR0379
 NR0379.The horizontal coordinates were established by classical geodetic methods
 NR0379.and adjusted by the National Geodetic Survey in January 1997..
 NR0379
 NR0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0379
 NR0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0379
 NR0379.The geoid height was determined by GEOID03.
 NR0379
 NR0379;                    North         East     Units Scale Factor Converg.
 NR0379;SPC WYEC     -   279,964.035   458,116.255   MT  0.99997904   +0 28 16.9
 NR0379;UTM  13      - 4,664,205.506   365,212.064   MT  0.99982355   -1 05 37.3
 NR0379
 NR0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0379!SPC WYEC     -   0.99960357  x   0.99997904  =   0.99958262
 NR0379!UTM  13      -   0.99960357  x   0.99982355  =   0.99942719
 NR0379
 NR0379:                Primary Azimuth Mark                     Grid Az
 NR0379:SPC WYEC     -  QUEALEY                                  060 24 57.9
 NR0379:UTM  13      -  QUEALEY                                  061 58 52.1
 NR0379
 NR0379|---------------------------------------------------------------------|
 NR0379| PID    Reference Object                     Distance      Geod. Az  |
 NR0379|                                                           dddmmss.s |
 NR0379| NR0378 QUEALEY                             APPROX. 8.4 KM 0605314.8 |
 NR0379|---------------------------------------------------------------------|
 NR0379
 NR0379                          SUPERSEDED SURVEY CONTROL
 NR0379
 NR0379  NAD 83(1986)-  42 07 06.12604(N)    106 37 49.89798(W) AD(       ) 3
 NR0379  NAD 27      -  42 07 06.26326(N)    106 37 47.78236(W) AD(       ) 3
 NR0379  NGVD 29 (07/19/86) 2540.6    (m)         8335.     (f) VERT ANG       
 NR0379
 NR0379.Superseded values are not recommended for survey control.
 NR0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0379.See file dsdata.txt to determine how the superseded data were derived.
 NR0379
 NR0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG6521264206(NAD 83)
 NR0379_MARKER: DD = SURVEY DISK
 NR0379_SETTING: 66 = SET IN ROCK OUTCROP
 NR0379_SP_SET: SET IN ROCK OUTCROP
 NR0379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0379+STABILITY: POSITION/ELEVATION WELL
 NR0379
 NR0379  HISTORY     - Date     Condition        Report By
 NR0379  HISTORY     - 1951     MONUMENTED       USGS
 NR0379
 NR0379                          STATION DESCRIPTION
 NR0379
 NR0379'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0379'STATION IS LOCATED APPROX. 7.5 MI. E. AND 10.0 MI. S. OF LEO,WYOMING
 NR0379'POST OFFICE ON RIDGE SLOPING TO SW.
 NR0379'
 NR0379'TO REACH FROM LEO, WYOMING POST OFFICE PROCEED ON LEO - HANNA RD. FOR
 NR0379'19.0 MI. TO RD. TO N. AND LEFT.
 NR0379'TURN LEFT ON RD. FOR 2.3 MI. TO Y-FORK IN RD.  TAKE RD. TO LEFT FOR
 NR0379'8.2 MI.  STATION IS 840 FT. W. AND LEFT OF RD. AND USGS BENCH MARK.
 NR0379'
 NR0379'STATION MARK - STANDARD TABLET SET IN CONCRETE IN SOLID ROCK AND
 NR0379'STAMPED ---LFR COLD 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0429 ***********************************************************************
 OU0429  DESIGNATION -  COLE
 OU0429  PID         -  OU0429
 OU0429  STATE/COUNTY-  WY/CONVERSE
 OU0429  USGS QUAD   -  GUMBO HILL (1984)
 OU0429
 OU0429                         *CURRENT SURVEY CONTROL
 OU0429  ___________________________________________________________________
 OU0429* NAD 83(1993)-  43 04 44.13106(N)    105 56 52.89679(W)     ADJUSTED  
 OU0429* NAVD 88     -      1869.0    (meters)    6132.     (feet)  VERTCON   
 OU0429  ___________________________________________________________________
 OU0429  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 OU0429  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 OU0429
 OU0429  HORZ ORDER  -  FIRST
 OU0429
 OU0429.The horizontal coordinates were established by classical geodetic methods
 OU0429.and adjusted by the National Geodetic Survey in January 1997..
 OU0429
 OU0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0429
 OU0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0429
 OU0429.The geoid height was determined by GEOID03.
 OU0429
 OU0429;                    North         East     Units Scale Factor Converg.
 OU0429;SPC WY E     -   286,717.652   136,372.581   MT  0.99998729   -0 32 01.3
 OU0429;SPC WYEC     -   387,352.859   512,808.246   MT  1.00009400   +0 56 46.6
 OU0429;UTM  13      - 4,770,015.470   422,826.626   MT  0.99967326   -0 38 51.1
 OU0429
 OU0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0429!SPC WY E     -   0.99970920  x   0.99998729  =   0.99969649
 OU0429!SPC WYEC     -   0.99970920  x   1.00009400  =   0.99980317
 OU0429!UTM  13      -   0.99970920  x   0.99967326  =   0.99938256
 OU0429
 OU0429|---------------------------------------------------------------------|
 OU0429| PID    Reference Object                     Distance      Geod. Az  |
 OU0429|                                                           dddmmss.s |
 OU0429| CP9040 COLE RM 2                            12.863 METERS 10817     |
 OU0429| CP9038 COLE AZ MK                                         2594923.8 |
 OU0429| OV0352 TEAPOT                              APPROX.30.5 KM 2753335.5 |
 OU0429| CP9039 COLE RM 1                             8.550 METERS 34813     |
 OU0429|---------------------------------------------------------------------|
 OU0429
 OU0429                          SUPERSEDED SURVEY CONTROL
 OU0429
 OU0429  NAD 83(1986)-  43 04 44.11240(N)    105 56 52.87656(W) AD(       ) 1
 OU0429  NAD 27      -  43 04 44.23200(N)    105 56 50.85600(W) AD(       ) 1
 OU0429  NGVD 29 (07/19/86) 1868.0    (m)         6129.     (f) VERT ANG       
 OU0429
 OU0429.Superseded values are not recommended for survey control.
 OU0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0429.See file dsdata.txt to determine how the superseded data were derived.
 OU0429
 OU0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2282770015(NAD 83)
 OU0429_MARKER: DS = TRIANGULATION STATION DISK
 OU0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0429
 OU0429  HISTORY     - Date     Condition        Report By
 OU0429  HISTORY     - 1938     MONUMENTED       CGS
 OU0429  HISTORY     - 1948     GOOD             CGS
 OU0429  HISTORY     - 1962     GOOD             CGS
 OU0429
 OU0429                          STATION DESCRIPTION
 OU0429
 OU0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OU0429'STATION COLE IS LOCATED IN CENTRAL WYOMING.  IN THE NORTHWESTERN
 OU0429'PART OF CONVERSE COUNTY.  ABOUT 6-1/2 MILES EAST OF THE COUNTY
 OU0429'LINE.  ABOUT 16 MILES AIRLINE NORTHWEST OF GLENROCK.  ABOUT 26
 OU0429'MILES AIRLINE NORTHEAST OF CASPER.  AND ABOUT 28 MILES AIRLINE
 OU0429'SOUTHEAST OF MIDWEST.  IN THE SOUTHWEST 1/4 OF SECTION 14,
 OU0429'TWP. 36 N., R. 76W., ON TOP OF THE DIVIDE AT THE HEAD OF COLE
 OU0429'CREEK.
 OU0429'
 OU0429'STATION COLE IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 20
 OU0429'AND U.S. HIGHWAY 87, WHICH IS 1.8 MILES WEST OF CASPER, BY
 OU0429'GOING NORTH ON U.S. HIGHWAY 87 FOR 5.7 MILES TO A SIGN POINTING
 OU0429'TO COLE CREEK, AND A SIGN READING SWIGERT COAL MINE ROAD.
 OU0429'LEAVE U.S. HIGHWAY 87, TURN RIGHT AND GO EAST ON GRADED DIRT
 OU0429'ROAD FOR 7.9 MILES.  TAKE RIGHT FORK AND GO EAST ON GRADED
 OU0429'ROAD FOR 2.7 MILES TO A T ROAD.  GO STRAIGHT AHEAD AT THIS
 OU0429'POINT ACROSS TWO CATTLE GUARDS AND FOLLOW THE MAIN TRAVELED
 OU0429'ROAD 7.1 MILES TO A SHEEP SHED, THAT IS EAST OF A SMALL LAKE.
 OU0429'GO STRAIGHT AHEAD THROUGH A GATE AND CONTINUE 0.9 MILE TO
 OU0429'THE COLE CREEK RANCH.  TURN RIGHT AND GO EAST UP HILL ON
 OU0429'ROAD FOR 0.15 MILE.  TAKE LEFT FORK AND FOLLOW MAIN ROAD
 OU0429'0.5 MILE TO A CREEK CROSSING.  CROSS CREEK, TAKE RIGHT FORK
 OU0429'AND FOLLOW ALONG LEFT SIDE OF CREEK FOR 1.35 MILE TO A GATE.
 OU0429'CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD 1.85 MILE
 OU0429'TO A FORK.  TAKE RIGHT FORK AND GO EAST 0.5 MILE TO ANOTHER
 OU0429'FORK.  THEN TAKE LEFT FORK FOR 0.8 MILE.  CONTINUE 0.75
 OU0429'MILE TO ANOTHER FORK.  (AZIMUTH MARK IS AT THIS POINT, 30
 OU0429'FEET NORTH OF ROAD.) TURN LEFT AND GO EAST AND NORTHEAST ON
 OU0429'A DIM ROAD FOR 1.0 MILE TO A FORK.  THEN LEAVE ROAD AND
 OU0429'CONTINUE STRAIGHT AHEAD UP HILL FOR 0.1 MILE TO THE TOP OF HILL
 OU0429'AND STATION.
 OU0429
 OU0429                          STATION RECOVERY (1948)
 OU0429
 OU0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 OU0429'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 OU0429'CONDITION.
 OU0429'
 OU0429'THE STATION IS LOCATED ABOUT 26 MILES AIRLINE NORTHEAST OF
 OU0429'CASPER AND ABOUT 16 MILES AIRLINE NORTHWEST OF GLENROCK ON
 OU0429'A SMALL KNOLL OF A RIDGE AT THE HEAD OF COLE CREEK.  THE STATION
 OU0429'MARK PROJECTS 5 INCHES, IS SET ON
 OU0429'HIGHEST POINT OF KNOLL, 60 FEET NORTHEAST OF A FENCE AND 7
 OU0429'FEET WEST OF A WHITE WITNESS POST.  IT IS STAMPED, COLE 1938.
 OU0429'
 OU0429'REFERENCE MARK NO. 1 SET IN A SQUARE CONCRETE POST, PROJECTS 8
 OU0429'INCHES, IS 1 FOOT LOWER THAN THE STATION MARK AND IS STAMPED,
 OU0429'COLE NO 1 1938.
 OU0429'
 OU0429'REFERENCE MARK NO. 2 SET IN DRILLHOLE IN OUTCROPPING BEDROCK,
 OU0429'PROJECTS 12 INCHES, IS 30 INCHES LOWER THAN THE STATION MARK AND IS
 OU0429'STAMPED COLE NO 2 1938.
 OU0429'
 OU0429'THE AZIMUTH MARK IS SET IN A SQUARE CONCRETE POST, PROJECTS 4 INCHES,
 OU0429'IS SET ON THE SOUTH SLOPE OF THE RIDGE THAT RUNS WEST FROM
 OU0429'THE STATION.  IT IS 20 PACES EAST OF A ROAD AND 3 FEET SOUTH
 OU0429'OF A WHITE WITNESS POST.  IT IS STAMPED, COLE 1938.
 OU0429'
 OU0429'TO REACH THE STATION FROM THE CAUTION LIGHT IN GLENROCK.  GO
 OU0429'EAST ON U.S. HIGHWAY 20, ONE BLOCK TO A CROSS STREET.  TURN
 OU0429'LEFT, FOLLOW MAIN ROAD 1.0 MILE TO A T INTERSECTION JUST AFTER
 OU0429'PASSING UNDER AN UNDERPASS.  TURN RIGHT, GO 2.3 MILES TO A
 OU0429'ROAD LEFT AT SIGN, BADGER COAL MINE.  TURN LEFT, GO 6.5 MILES
 OU0429'TO A ROAD LEFT, JUST AFTER CROSSING A WOODEN BRIDGE.  TURN
 OU0429'LEFT, GO 2.8 MILES TO A FORK.  KEEP TO THE RIGHT, GO 1.5
 OU0429'MILE TO A RANCH HOUSE.  TURN LEFT AT HOUSE, CROSS WASH, TURN
 OU0429'LEFT, GO 0.35 MILE TO A GATE.  PASS THROUGH GATE, FOLLOW
 OU0429'MAIN ROAD 3.0 MILES TO A FENCE.  TURN RIGHT ALONG EAST SIDE
 OU0429'OF FENCE, GO 2.85 MILES, PASSING THROUGH TWO GATES ENROUTE,
 OU0429'TO TRACKS ON RIGHT JUST BEFORE REACHING ANOTHER GATE.
 OU0429'TURN RIGHT, UP STEEP SLOPE, GO 0.1 MILE TO TOP OF KNOLL
 OU0429'AND STATION.  A DRIVE STATION.
 OU0429
 OU0429                          STATION RECOVERY (1962)
 OU0429
 OU0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (ECL)
 OU0429'STATION WAS FOUND IN GOOD CONDITION.  STATION SHOULD BE DESCRIBED
 OU0429'AS BEING IN SE 1/4 NE 1/4 SEC. 22 INSTEAD OF SW 1/4 SEC. 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0595 ***********************************************************************
 NQ0595  DESIGNATION -  COLEMAN
 NQ0595  PID         -  NQ0595
 NQ0595  STATE/COUNTY-  WY/PLATTE
 NQ0595  USGS QUAD   -  COLEMAN BUTTE (1981)
 NQ0595
 NQ0595                         *CURRENT SURVEY CONTROL
 NQ0595  ___________________________________________________________________
 NQ0595* NAD 83(1993)-  42 22 03.08233(N)    105 07 15.93744(W)     ADJUSTED  
 NQ0595* NAVD 88     -      1691.61   (+/-2cm)    5549.9    (feet)  VERTCON   
 NQ0595  ___________________________________________________________________
 NQ0595  LAPLACE CORR-          -8.95  (seconds)                    DEFLEC99
 NQ0595  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 NQ0595
 NQ0595  HORZ ORDER  -  FIRST
 NQ0595  VERT ORDER  -  THIRD ? (See Below)
 NQ0595
 NQ0595.The horizontal coordinates were established by classical geodetic methods
 NQ0595.and adjusted by the National Geodetic Survey in January 1997..
 NQ0595
 NQ0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0595.The vertical order pertains to the NGVD 29 superseded value.
 NQ0595
 NQ0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0595
 NQ0595.The geoid height was determined by GEOID03.
 NQ0595
 NQ0595;                    North         East     Units Scale Factor Converg.
 NQ0595;SPC WY E     -   207,399.455   203,753.713   MT  0.99993767   +0 01 50.6
 NQ0595;UTM  13      - 4,690,590.280   490,029.219   MT  0.99960122   -0 04 53.8
 NQ0595
 NQ0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0595!SPC WY E     -   0.99973689  x   0.99993767  =   0.99967458
 NQ0595!UTM  13      -   0.99973689  x   0.99960122  =   0.99933822
 NQ0595
 NQ0595:                Primary Azimuth Mark                     Grid Az
 NQ0595:SPC WY E     -  BELL TEL MICROWAVE NW DWYER              108 21 20.6
 NQ0595:UTM  13      -  BELL TEL MICROWAVE NW DWYER              108 28 05.0
 NQ0595
 NQ0595|---------------------------------------------------------------------|
 NQ0595| PID    Reference Object                     Distance      Geod. Az  |
 NQ0595|                                                           dddmmss.s |
 NQ0595| NQ0597 BELL TEL MICROWAVE NW DWYER         APPROX. 7.5 KM 1082311.2 |
 NQ0595| CP9043 COLEMAN RM 2                          7.385 METERS 13556     |
 NQ0595| CP9041 COLEMAN AZ MK                                      1542050.8 |
 NQ0595| CP9042 COLEMAN RM                           20.891 METERS 30234     |
 NQ0595|---------------------------------------------------------------------|
 NQ0595
 NQ0595                          SUPERSEDED SURVEY CONTROL
 NQ0595
 NQ0595  NAD 83(1986)-  42 22 03.06172(N)    105 07 15.92867(W) AD(       ) 1
 NQ0595  NAD 27      -  42 22 03.16900(N)    105 07 14.01700(W) AD(       ) 1
 NQ0595  NGVD 29 (07/19/86) 1690.75   (m)         5547.1    (f) LEVELING    3  
 NQ0595
 NQ0595.Superseded values are not recommended for survey control.
 NQ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0595.See file dsdata.txt to determine how the superseded data were derived.
 NQ0595
 NQ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9002990590(NAD 83)
 NQ0595
 NQ0595  HISTORY     - Date     Condition        Report By
 NQ0595  HISTORY     - 1912     MONUMENTED       CGS
 NQ0595  HISTORY     - 1933     GOOD             CGS
 NQ0595  HISTORY     - 1941     GOOD             USGS
 NQ0595  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NQ0595  HISTORY     - 1963     GOOD             CGS
 NQ0595
 NQ0595                          STATION DESCRIPTION
 NQ0595
 NQ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NQ0595'ABOUT 24 MILES NORTH-NORTHWEST OF WHEATLAND, 14 MILES NORTHWEST
 NQ0595'OF HARTVILLE JUNCTION, 10 MILES WEST-SOUTHWEST OF CASSA,
 NQ0595'7-1/2 MILES WEST OF NORTH FROM M.F. COLEMANS RANCH, WHICH
 NQ0595'IS ON WHEATLAND-DOUGLAS WAGON ROAD WHERE IT CROSSES COTTONWOOD
 NQ0595'CREEK, 1-1/2 MILES NORTH OF OLD WHEATLAND-DOUGLAS WAGON ROAD
 NQ0595'(NOW ABANDONED AS A PUBLIC ROUTE), JUST WEST OF LARGE
 NQ0595'TABLE-TOPPED RIDGE NEARLY DEVOID OF TREES, AND ON TOP OF AND NEAR
 NQ0595'WESTERN SLOPE OF ROUND-TOPPED KNOLL ON WHICH ARE 3 TREES,
 NQ0595'TWO NEAR TOP AND ONE NEAR BOTTOM.  IN 1933 SEVERAL SMALL
 NQ0595'PINES WERE ALSO ON SLOPE.  TO REACH FROM WHEATLAND GO
 NQ0595'NORTH 22-1/2 MILES ON U.S. HIGHWAY 87 TO POINT OPPOSITE
 NQ0595'CHALK BLUFF ON EAST.  TURN WEST ON UNGRADED TRAIL AND
 NQ0595'FOLLOW MAIN TRAIL WEST ALONG RIDGE SOUTH OF LITTLE BEAR
 NQ0595'CREEK 4-1/4 MILES, THENCE NORTH ACROSS PASTURE 1-1/4
 NQ0595'MILES TO STATION SITE.  TRUCK CAN BE DRIVEN TO WITHIN 50
 NQ0595'YARDS OF STATION.  MARKED BY STANDARD STATION DISK
 NQ0595'STAMPED COLEMAN 1912, IN BEDROCK.  REFERENCE MARK IS
 NQ0595'STANDARD REFERENCE DISK STAMPED COLEMAN 1912 IN TOP OF
 NQ0595'LARGE ROUNDED BOULDER AT TOP OF WESTERN SLOPE OF KNOLL,
 NQ0595'0.26 METER (0.9 FOOT) BELOW AND 20.887 METERS (68.53 FEET)
 NQ0595'FROM STATION.  CAIRN ABOUT 6 FEET
 NQ0595'IN DIAMETER AT BOTTOM AND ABOUT 4 FEET HIGH IS 11.8 METERS
 NQ0595'(39 FEET) FROM STATION N 72 DEG 12 MIN W.  TRIANGULAR
 NQ0595'BLAZE ON NEAREST PINE TREE IS 13 METERS (43 FEET) FROM STATION
 NQ0595'S 62 DEG 02 MIN W.  BEARING FROM STATION TO ORIN WATER
 NQ0595'TANK IS N 18 DEG 57 MIN W.  AND TO WHEATLAND, STANDPIPE
 NQ0595'IS S 20 DEG 41 MIN E.  1,693 METERS (5,554 FEET).
 NQ0595
 NQ0595                          STATION RECOVERY (1941)
 NQ0595
 NQ0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1941
 NQ0595'RECOVERED.
 NQ0595'
 NQ0595'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---COLEMAN 1912---,
 NQ0595'SET IN BEDROCK.
 NQ0595
 NQ0595                          STATION RECOVERY (1948)
 NQ0595
 NQ0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0595'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION
 NQ0595'AS DESCRIBED.  A NEW REFERENCE MARK AND AZIMUTH MARK WERE
 NQ0595'ESTABLISHED.
 NQ0595'
 NQ0595'THE STATION IS LOCATED ABOUT 24 MILES AIR LINE NORTH-NORTHWEST
 NQ0595'OF WHEATLAND, ABOUT 14 MILES AIR LINE NORTHWEST OF HARTVILLE
 NQ0595'JUNCTION, ABOUT 10 MILES AIR LINE WEST-SOUTHWEST OF CASSA,
 NQ0595'ABOUT 7.5 MILES AIR LINE NORTHWEST OF M.F. COLEMANS RANCH,
 NQ0595'AND ABOUT 1.5 MILE NORTH OF THE OLD WHEATLAND-DOUGLAS WAGON
 NQ0595'ROAD WHICH IS NOW ABANDONED, JUST WEST OF A LARGE TABLE-TOPPED
 NQ0595'RIDGE NEARLY DEVOID OF TREES.  IT IS ON THE WEST END OF A LOW,
 NQ0595'ROUND-TOPPED KNOLL ON WHICH IS 3 TREES, TWO NEAR THE TOP AND
 NQ0595'ONE NEAR THE BOTTOM.  THE MARK IS 15 PACES NORTHEAST OF A
 NQ0595'14-INCH PINE TREE, 13 PACES EAST OF A 5 FOOT CAIRN, PROJECTS 3
 NQ0595'INCHES, STAMPED, COLEMAN 1912, A BRONZE DISK SET IN A DRILL HOLE
 NQ0595'IN OUTCROPPING BEDROCK.
 NQ0595'
 NQ0595'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 NQ0595'AS THE STATION, 10 PACES NORTH OF A DOUBLE PINE TREE, ON
 NQ0595'THE WEST RIM OF KNOLL, PROJECTS 2 INCHES AND IS STAMPED, COLEMAN
 NQ0595'1912, A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER.
 NQ0595'
 NQ0595'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 NQ0595'STATION, A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER, PROJECTS
 NQ0595'6 INCHES AND IS STAMPED, COLEMAN NO 2 1948.
 NQ0595'
 NQ0595'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, SET
 NQ0595'IN TOP OF THE CONCRETE FOUNDATION OF WINDMILL MENTIONED IN THE
 NQ0595'TO REACH, A BRONZE DISK, PROJECTS 10 INCHES, AND IS STAMPED,
 NQ0595'COLEMAN 1948.
 NQ0595'
 NQ0595'TO REACH FROM GLENDO, GO SOUTH ON U.S. HIGHWAY 87 FOR 14.4
 NQ0595'MILES TO A TRACK CROSSROAD AT A WIRE GATE ON EACH SIDE OF THE
 NQ0595'ROAD.  (THIS IS WEST OF A CHALK BUTTE WITH AN AIRWAY BEACON
 NQ0595'ON IT).  TURN RIGHT (WEST) AND FOLLOW TRACK ROAD WESTERLY
 NQ0595'ON THE SOUTH SIDE OF LITTLE BEAR CREEK FOR 2.25 MILES TO A
 NQ0595'GATE.  CONTINUE WEST-NORTHWEST ALONG TRACK ROAD FOR 1.0 MILE
 NQ0595'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.2 MILE TO A GATE
 NQ0595'AT FENCE CORNER.  CONTINUE ALONG TRACK ROAD FOR 0.8 MILE TO
 NQ0595'A FORK.  TAKE THE RIGHT FORK AND GO 0.4 MILE TO A WINDMILL,
 NQ0595'WATER TANK AND AZIMUTH MARK AS DESCRIBED ABOVE.  AT THIS
 NQ0595'POINT THE ROAD SWINGS WEST.  TURN WEST AND FOLLOW TRACK
 NQ0595'ROAD FOR 0.9 MILE TO ITS END AT THE BASE OF THE KNOLL AND
 NQ0595'END OF TRUCK TRAVEL.  PACK 50 YARDS TO TOP OF KNOLL AND
 NQ0595'STATION SITE.
 NQ0595'
 NQ0595'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 NQ0595
 NQ0595                          STATION RECOVERY (1963)
 NQ0595
 NQ0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0595'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN
 NQ0595'THE 1948 DESCRIPTION AND FOUND TO BE IN GOOD CONDITION.  A
 NQ0595'NEW WITNESS POST WAS SET 5.1 FEET WEST OF THE STATION.  A
 NQ0595'NEW WITNESS POST WAS ALSO SET 2.9 FEET WEST OF THE AZIMUTH
 NQ0595'MARK.
 NQ0595'
 NQ0595'A NEW TO REACH FOLLOWS--
 NQ0595'
 NQ0595'THE STATION IS LOCATED ABOUT 20 MILES WEST AND 7 MILES NORTH
 NQ0595'OF GUERNSEY, 22 MILES NORTH AND 8 MILES WEST OF WHEATLAND
 NQ0595'IN THE SOUTHWEST 1/4 OF SECTION 27, R69W AND T28N ON THE WEST
 NQ0595'END OF A LOW ROUND KNOLL THAT IS ON THE PROPERTY OF MR. BILL
 NQ0595'JOHNSON.
 NQ0595'
 NQ0595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 NQ0595'AND 26 WHICH IS 14 MILES WEST OF GUERNSEY AND 14 MILES NORTH
 NQ0595'OF WHEATLAND AND 0.1 MILE SOUTH OF THE PEPPERVILLE SERVICE
 NQ0595'STATION, GO NORTH ON U.S. HIGHWAY 87 FOR 8.45 MILES TO THE
 NQ0595'BEACON HILL EXIT.  TURN RIGHT AND GO EAST FOR 25 YARDS TO A
 NQ0595'T ROAD, TURN RIGHT AND GO SOUTH AND WEST FOR 0.2 MILE PASSING
 NQ0595'UNDER THE HIGHWAY TO A T ROAD.  TURN RIGHT AND GO NORTH FOR
 NQ0595'0.15 MILE TO A SIDE ROAD LEFT, CONTINUE NORTH FOR 0.15 MILE TO
 NQ0595'A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW THE TRACK
 NQ0595'ROAD WEST FOR 0.95 MILE TO A FORK, KEEP LEFT AND CONTINUE
 NQ0595'WEST FOR 1.2 MILES TO A WIRE GATE.  PASS THROUGH THE
 NQ0595'GATE AND CONTINUE WEST FOR 1 MILE TO A WIRE GATE AFTER PASSING A
 NQ0595'CORRAL ON THE RIGHT.  PASS THROUGH THE GATE AND CONTINUE
 NQ0595'WEST FOR 0.75 MILE TO A DIM FORK, KEEP RIGHT FORK AND GO
 NQ0595'NORTHWEST DOWN GRADE AND ACROSS DRAW FOR 0.3 MILE, BEAR
 NQ0595'RIGHT AND GO EAST FOR 0.15 MILE TO WINDMILL AND THE AZIMUTH
 NQ0595'MARK.  FROM THE AZIMUTH MARK GO NORTHWEST FOR 0.7 MILE
 NQ0595'TO THE HEAD OF DRAW AND A NORTH-SOUTH FENCE, FOLLOW
 NQ0595'FENCE NORTH FOR 0.1 MILE.  BEAR RIGHT AND GO EAST FOR
 NQ0595'0.15 MILE TO THE WEST BASE OF KNOLL AND THE STATION AT
 NQ0595'THE TOP.  A 25 YARD PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0672 ***********************************************************************
 MR0672  DESIGNATION -  COLES
 MR0672  PID         -  MR0672
 MR0672  STATE/COUNTY-  WY/UINTA
 MR0672  USGS QUAD   -  NEPONSET RESERVOIR NE (1991)
 MR0672
 MR0672                         *CURRENT SURVEY CONTROL
 MR0672  ___________________________________________________________________
 MR0672* NAD 83(1993)-  41 24 36.08575(N)    111 02 23.51102(W)     ADJUSTED  
 MR0672* NAVD 88     -      2019.0    (meters)    6624.     (feet)  VERTCON   
 MR0672  ___________________________________________________________________
 MR0672  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 MR0672  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 MR0672
 MR0672  HORZ ORDER  -  SECOND
 MR0672
 MR0672.The horizontal coordinates were established by classical geodetic methods
 MR0672.and adjusted by the National Geodetic Survey in January 1997..
 MR0672
 MR0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0672
 MR0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0672
 MR0672.The geoid height was determined by GEOID03.
 MR0672
 MR0672;                    North         East     Units Scale Factor Converg.
 MR0672;SPC WY W     -   201,496.169   720,027.420   MT  1.00001618   -0 37 57.8
 MR0672;SPC UT N     - 1,119,669.061   538,471.016   MT  0.99996069   +0 18 12.2
 MR0672;UTM  12      - 4,584,275.987   496,668.225   MT  0.99960014   -0 01 34.9
 MR0672
 MR0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0672!SPC WY W     -   0.99968579  x   1.00001618  =   0.99970197
 MR0672!SPC UT N     -   0.99968579  x   0.99996069  =   0.99964649
 MR0672!UTM  12      -   0.99968579  x   0.99960014  =   0.99928606
 MR0672
 MR0672:                Primary Azimuth Mark                     Grid Az
 MR0672:SPC WY W     -  WIND                                     008 45 41.0
 MR0672:SPC UT N     -  WIND                                     007 49 31.0
 MR0672:UTM  12      -  WIND                                     008 09 18.1
 MR0672
 MR0672|---------------------------------------------------------------------|
 MR0672| PID    Reference Object                     Distance      Geod. Az  |
 MR0672|                                                           dddmmss.s |
 MR0672| MR0661 WIND                                APPROX.11.6 KM 0080743.2 |
 MR0672| CM5358 COLES RM 1                           22.236 METERS 22523     |
 MR0672| CM5359 COLES RM 2                           17.209 METERS 31945     |
 MR0672|---------------------------------------------------------------------|
 MR0672
 MR0672                          SUPERSEDED SURVEY CONTROL
 MR0672
 MR0672  NAD 83(1986)-  41 24 36.07194(N)    111 02 23.50073(W) AD(       ) 2
 MR0672  NAD 27      -  41 24 36.26920(N)    111 02 20.82840(W) AD(       ) 2
 MR0672  NGVD 29 (07/19/86) 2017.6    (m)         6619.     (f) VERT ANG       
 MR0672
 MR0672.Superseded values are not recommended for survey control.
 MR0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0672.See file dsdata.txt to determine how the superseded data were derived.
 MR0672
 MR0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9666884276(NAD 83)
 MR0672_MARKER: DS = TRIANGULATION STATION DISK
 MR0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0672_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MR0672
 MR0672  HISTORY     - Date     Condition        Report By
 MR0672  HISTORY     - 1962     MONUMENTED       CGS
 MR0672  HISTORY     - 1966     GOOD             USGS
 MR0672  HISTORY     - 1980     GOOD             NGS
 MR0672
 MR0672                          STATION DESCRIPTION
 MR0672
 MR0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0672'THE STATION IS ABOUT 1/4 MILE EAST OF STATE HIGHWAY 89, 1/2
 MR0672'MILE EAST OF THE WYOMING-UTAH STATE LINE, 10 MILES SOUTHEAST
 MR0672'OF WOODRUFF UTAH AND 11 MILES NORTHWEST OF EVANSTON WYOMING.
 MR0672'
 MR0672'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 30S AND STATE HIGHWAY
 MR0672'89 IN THE NORTHEAST EDGE OF EVANSTON.  GO NORTH ON STATE HIGHWAY
 MR0672'89 FOR 7.35 MILES TO A BRIDGE OVER THE BEAR RIVER.  CONTINUE
 MR0672'NORTH ON THE HIGHWAY FOR 2.8 MILES TO USLO MARK ON THE RIGHT.
 MR0672'CONTINUE NORTH ON THE HIGHWAY FOR 0.1 MILE TO A SIDE ROAD
 MR0672'RIGHT.  TURN RIGHT, EAST, ON TRACK ROAD FOR 0.05 MILE TO A FORK.
 MR0672'TAKE THE LEFT FORK, NORTHEAST, FOR 0.15 MILE TO A POWERLINE
 MR0672'AND STATION.
 MR0672'
 MR0672'STATION MARK IS A STANDARD DISK, STAMPED COLES 1962, SET IN
 MR0672'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 MR0672'IS 11 FEET SOUTHEAST OF THE CENTERLINE OF A TRACK ROAD, 5
 MR0672'FEET SOUTHWEST OF THE WEST ONE OF TWO POWERLINE POLES AND 5.5
 MR0672'FEET NORTH OF A WITNESS POST.
 MR0672'
 MR0672'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLES NO 1 1962,
 MR0672'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 MR0672'INCHES.  IT IS 78 FEET SOUTHWEST OF THE POWERLINE POLE, 12.5 FEET
 MR0672'NORTHWEST OF THE CENTERLINE OF THE ROAD AND ABOUT 1 FOOT LOWER
 MR0672'THAN THE STATION.
 MR0672'
 MR0672'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLES NO 2 1962,
 MR0672'SET IN TOP OF AN 12 INCH SQUARE CONCRETE POST PROJECTING 5
 MR0672'INCHES.  IT IS 63 FEET NORTHWEST OF THE POWERLINE POLE, 54
 MR0672'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD AND ABOUT
 MR0672'THE SAME ELEVATION AS THE STATION.
 MR0672'
 MR0672'THE USLO MARK IS A U.S. LAND OFFICE DISK STAMPED, SO T 17 N
 MR0672'R 121 W R 120 W S 36 S 31, BRADDED TO THE TOP OF A 3 INCH
 MR0672'IRON PIPE PROJECTING 10 INCHES.  IT IS 133 FEET EAST OF THE
 MR0672'CENTERLINE OF STATE HIGHWAY 89, 48 FEET SOUTHEAST OF A CATTLE
 MR0672'GUARD, 20 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD, 1 FOOT
 MR0672'SOUTH OF A FENCE AND 1.7 FEET EAST OF A WITNESS POST.
 MR0672'
 MR0672'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 95.61 FEET OR 29.143 METERS.
 MR0672
 MR0672                          STATION RECOVERY (1966)
 MR0672
 MR0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MR0672'RECOVERED IN GOOD CONDITION.
 MR0672
 MR0672                          STATION RECOVERY (1980)
 MR0672
 MR0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MR0672'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 MR0672'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS
 MR0672'DATA.  STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 189 AND
 MR0672'STATE HIGHWAY 89 IN SOUTHEAST SECTION OF EVASTON.  GO NORTHERLY ON
 MR0672'HIGHWAY 89 FOR 5.35 MILES TO THE ALMY AIRPORT ON THE LEFT, CONTINUE
 MR0672'ON HIGHWAY 89 FOR 2.5 MILES TO A CONCRETE BRIDGE, CONTINUE ON HIGHWAY
 MR0672'89 FOR 2.9 MILES TO A GRADED ROAD, FENCE CORNER AND AZIMUTH MARK GLO
 MR0672'ON RIGHT, CONTINUE AHEAD ON HIGHWAY 89 FOR 0.15 MILE TO A TRACK ROAD
 MR0672'ON RIGHT.  TURN RIGHT AND PROCEED EAST ON ROAD FOR 0.1 MILE TO A
 MR0672'FORK, KEEP LEFT AND CONTINUE ON A TRACK ROAD, NORTHEAST FOR 0.15 MILE,
 MR0672'TOP HILL, POWER LINE POLES AND STATION.
 MR0672'
 MR0672'STATION IS A STANDARD DISK, STAMPED---COLES 1962--- SET IN TOP OF A
 MR0672'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 7 INCHES, 13 FEET SOUTHEAST
 MR0672'OF CENTER OF A TRACK ROAD, 4.6 FEET SOUTH-SOUTHWEST OF WEST 1 OF 2
 MR0672'POWER LINE POLES, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, 2.0 FEET
 MR0672'SOUTHWEST OF A METAL WITNESS POST.
 MR0672'
 MR0672'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---COLES NO 1 1962---
 MR0672'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6
 MR0672'INCHES, 9 FEET NORTHWEST OF THE TRACK ROAD.
 MR0672'
 MR0672'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---COLES NO 2 1962---
 MR0672'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 7
 MR0672'INCHES, 44 FEET NORTHWEST OF THE TRACK ROAD.
 MR0672'
 MR0672'AZIMUTH MARK IS A STANDARD U.S. GENERAL LAND OFFICE CAP DISK,
 MR0672'STAMPED---SO T17 N R 121 W R 120 W S 36 S 31--- BRADED TO TOP OF A
 MR0672'3 INCH PIPE PROJECTING ABOUT 12 INCHES, 165 FEET EAST OF CENTER OF
 MR0672'HIGHWAY 89, 100 FEET EAST-SOUTHEAST OF THE SOUTH END OF A CATTLE
 MR0672'GUARD, 40 FEET SOUTH OF A GRADED ROAD, 6 FEET SOUTH OF A FENCE, 1.9
 MR0672'FEET EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0451 ***********************************************************************
 PV0451  DESIGNATION -  COLONY
 PV0451  PID         -  PV0451
 PV0451  STATE/COUNTY-  WY/CROOK
 PV0451  USGS QUAD   -  SHEPARD RESERVOIR (1984)
 PV0451
 PV0451                         *CURRENT SURVEY CONTROL
 PV0451  ___________________________________________________________________
 PV0451* NAD 83(1993)-  44 55 32.66638(N)    104 11 55.15317(W)     ADJUSTED  
 PV0451* NAVD 88     -      1088.87   (+/-2cm)    3572.4    (feet)  VERTCON   
 PV0451  ___________________________________________________________________
 PV0451  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 PV0451  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 PV0451
 PV0451  HORZ ORDER  -  FIRST
 PV0451  VERT ORDER  -  THIRD ? (See Below)
 PV0451
 PV0451.The horizontal coordinates were established by classical geodetic methods
 PV0451.and adjusted by the National Geodetic Survey in January 1998..
 PV0451
 PV0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0451.The vertical order pertains to the NGVD 29 superseded value.
 PV0451
 PV0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0451
 PV0451.The geoid height was determined by GEOID03.
 PV0451
 PV0451;                    North         East     Units Scale Factor Converg.
 PV0451;SPC WY E     -   492,068.280   276,418.526   MT  1.00000928   +0 41 01.1
 PV0451;SPC SD N     -   129,983.963   268,690.068   MT  0.99994150   -2 58 17.6
 PV0451;SPC SD N     -   426,455.72    881,527.33   sFT  0.99994150   -2 58 17.6
 PV0451;SPC MT       -    89,270.755 1,018,233.457   MT  1.00004538   +3 52 40.6
 PV0451;SPC MT       -   292,883.05  3,340,660.95   iFT  1.00004538   +3 52 40.6
 PV0451;UTM  13      - 4,975,013.499   563,239.887   MT  0.99964918   +0 33 57.3
 PV0451
 PV0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0451!SPC WY E     -   0.99983165  x   1.00000928  =   0.99984093
 PV0451!SPC SD N     -   0.99983165  x   0.99994150  =   0.99977316
 PV0451!SPC MT       -   0.99983165  x   1.00004538  =   0.99987703
 PV0451!UTM  13      -   0.99983165  x   0.99964918  =   0.99948089
 PV0451
 PV0451|---------------------------------------------------------------------|
 PV0451| PID    Reference Object                     Distance      Geod. Az  |
 PV0451|                                                           dddmmss.s |
 PV0451| CP9045 COLONY RM 1                          12.172 METERS 14129     |
 PV0451| CP9044 COLONY AZ MK                                       1521315.4 |
 PV0451| PV0005 C 61                                 51.780 METERS 23107     |
 PV0451| CP9046 COLONY RM 2                          14.614 METERS 25911     |
 PV0451|---------------------------------------------------------------------|
 PV0451
 PV0451                          SUPERSEDED SURVEY CONTROL
 PV0451
 PV0451  NAD 83(1993)-  44 55 32.66376(N)    104 11 55.15298(W) AD(       ) 1
 PV0451  NAD 83(1986)-  44 55 32.65480(N)    104 11 55.14664(W) AD(       ) 1
 PV0451  NAD 27      -  44 55 32.70500(N)    104 11 53.35300(W) AD(       ) 1
 PV0451  NGVD 29 (07/19/86) 1088.34   (m)         3570.7    (f) LEVELING    3  
 PV0451
 PV0451.Superseded values are not recommended for survey control.
 PV0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0451.See file dsdata.txt to determine how the superseded data were derived.
 PV0451
 PV0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK6324075013(NAD 83)
 PV0451_MARKER: DS = TRIANGULATION STATION DISK
 PV0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0451
 PV0451  HISTORY     - Date     Condition        Report By
 PV0451  HISTORY     - 1949     MONUMENTED       CGS
 PV0451
 PV0451                          STATION DESCRIPTION
 PV0451
 PV0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0451'THE STATION IS ON A LOW TIMBERED RIDGE THAT IS ABOUT 24 MILES
 PV0451'NORTHWEST OF BELLE FOURCHE, 14 MILES SOUTHEAST OF THE VILLAGE OF
 PV0451'ALZADA, AND ABOUT 25 MILES NORTHEAST OF THE VILLAGE OF HULETT.
 PV0451'IT IS ABOUT 0.25 MILE NORTHWEST OF THE NEWLAND RANCH BUILDINGS.
 PV0451'
 PV0451'THE STATION CAN BE REACHED FROM THE INTERSECTION OF STATE STREET
 PV0451'AND SIXTH AVENUE IN THE TOWN OF BELLE FOURCHE BY GOING NORTH
 PV0451'ON U.S. HIGHWAY 212 AND 85 FOR 0.5 MILE TO THE FORK OF THE
 PV0451'HIGHWAY.  TAKE THE LEFT FORK, U.S. HIGHWAY 212, NORTHWEST, FOR
 PV0451'23.6 MILES TO A GRADED ROAD LEADING TO THE RIGHT ACROSS A CATTLE
 PV0451'GUARD.  TURN RIGHT, NORTH NORTHEAST, AND FOLLOW THE GRADED ROAD
 PV0451'FOR 1.85 MILES TO A T ROAD INTERSECTION NEAR THE CREST OF THE
 PV0451'RIDGE.  TURN LEFT THROUGH A GATE, THEN BEAR NORTHWEST FOR
 PV0451'ABOUT 70 YARDS TO THE CREST OF THE RIDGE AND THE STATION.
 PV0451'
 PV0451'THE AZIMUTH MARK CAN BE REACHED FROM THE T ROAD INTERSECTION
 PV0451'MENTIONED ABOVE BY GOING EAST SOUTHEAST ALONG THE ROAD THAT
 PV0451'FOLLOWS THE RIDGE FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 PV0451'RIGHT.
 PV0451'
 PV0451'THE STATION MARK IS A STANDARD STATION MARK DISK THAT IS SET
 PV0451'IN THE TOP OF A 10 X 10 INCH CONCRETE POST THAT PROJECTS ABOUT
 PV0451'5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 134 FEET NORTH
 PV0451'NORTHEAST OF A GRADED ROAD, ABOUT 190 FEET WEST NORTHWEST OF
 PV0451'A FENCELINE, AND ABOUT 210 FEET NORTH OF THE ROAD INTERSECTION.
 PV0451'THE MARK IS STAMPED COLONY 1949 AND IS MARKED BY A WHITE WITNESS
 PV0451'POST 14 FEET TO THE EAST.
 PV0451'
 PV0451'REFERENCE MARK NUMBER 1, STAMPED COLONY NO 1 1949, IS A STANDARD
 PV0451'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH
 PV0451'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE
 PV0451'OF THE GROUND.  IT IS ABOUT 150 FEET WEST NORTHWEST OF A FENCELINE
 PV0451'AND IT IS THE SAME ELEVATION AS THE STATION.
 PV0451'
 PV0451'REFERENCE MARK NUMBER 2, STAMPED COLONY NO 2 1949, IS A STANDARD
 PV0451'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH
 PV0451'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE
 PV0451'OF THE GROUND.  IT IS 90 FEET NORTH OF THE ROAD AND IT IS ABOUT
 PV0451'2 FEET LOWER THAN THE STATION.
 PV0451'
 PV0451'THE AZIMUTH MARK, STAMPED COLONY 1949, IS ALONG THE ROAD
 PV0451'RIGHT OF WAY, 24 FEET SOUTHWEST OF THE CENTER OF THE ROAD, 1.5
 PV0451'FEET NORTH OF A FENCE, AND 4 FEET WEST NORTHWEST OF A WHITE WITNESS
 PV0451'POST.  THE MARK IS A STANDARD AZIMUTH MARK DISK THAT IS SET
 PV0451'IN THE TOP OF A 10 X 10 INCH CONCRETE POST THAT PROJECTS ABOUT
 PV0451'5 INCHES ABOVE THE GROUND.
 PV0451'
 PV0451'BENCH MARK C 61, STAMPED C 61 1934, IS A STANDARD USC AND GS
 PV0451'BENCH MARK DISK THAT IS SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 PV0451'POST THAT PROJECTS ABOVE THE GROUND ABOUT 5 INCHES.  IT IS 3 FEET
 PV0451'SOUTHWEST OF THE FENCE, 36 FEET SOUTHWEST OF THE CENTER OF THE
 PV0451'ROADWAY, AND 150 FEET WEST NORTHWEST OF THE FENCE CORNER.  LEVELS
 PV0451'WERE RUN TO THE STATION AND IT WAS FOUND TO BE 3.370 METERS
 PV0451'HIGHER THAN THE BENCH MARK.
 PV0451'
 PV0451'HEIGHT OF LIGHT ABOVE STATION MARK 6.05 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0299 ***********************************************************************
 NS0299  DESIGNATION -  COLORADO
 NS0299  PID         -  NS0299
 NS0299  STATE/COUNTY-  WY/SUBLETTE
 NS0299  USGS QUAD   -  SUGAR LOAF NW (1969)
 NS0299
 NS0299                         *CURRENT SURVEY CONTROL
 NS0299  ___________________________________________________________________
 NS0299* NAD 83(1993)-  42 24 44.64053(N)    109 56 06.09891(W)     ADJUSTED  
 NS0299* NAVD 88     -      2220.2    (meters)    7284.     (feet)  VERTCON   
 NS0299  ___________________________________________________________________
 NS0299  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 NS0299  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NS0299
 NS0299  HORZ ORDER  -  FIRST
 NS0299
 NS0299.The horizontal coordinates were established by classical geodetic methods
 NS0299.and adjusted by the National Geodetic Survey in January 1997..
 NS0299
 NS0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0299
 NS0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0299
 NS0299.The geoid height was determined by GEOID03.
 NS0299
 NS0299;                    North         East     Units Scale Factor Converg.
 NS0299;SPC WY W     -   312,393.799   812,206.835   MT  0.99993933   +0 06 00.1
 NS0299;UTM  12      - 4,696,115.491   587,627.181   MT  0.99969447   +0 43 06.0
 NS0299
 NS0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0299!SPC WY W     -   0.99965402  x   0.99993933  =   0.99959337
 NS0299!UTM  12      -   0.99965402  x   0.99969447  =   0.99934859
 NS0299
 NS0299|---------------------------------------------------------------------|
 NS0299| PID    Reference Object                     Distance      Geod. Az  |
 NS0299|                                                           dddmmss.s |
 NS0299| CP4719 COLORADO RM 1                        31.791 METERS 05909     |
 NS0299| NS0296 CONE CONICAL BARE BUTTE             APPROX.46.0 KM 0864815.2 |
 NS0299| CP4720 COLORADO RM 2                        27.618 METERS 15219     |
 NS0299| CP4718 COLORADO AZ MK                                     3283232.2 |
 NS0299|---------------------------------------------------------------------|
 NS0299
 NS0299                          SUPERSEDED SURVEY CONTROL
 NS0299
 NS0299  NAD 83(1993)-  42 24 44.63392(N)    109 56 06.10004(W) AD(       ) 1
 NS0299  NAD 83(1986)-  42 24 44.62342(N)    109 56 06.09690(W) AD(       ) 1
 NS0299  NAD 27      -  42 24 44.81910(N)    109 56 03.55880(W) AD(       ) 1
 NS0299  NGVD 29 (07/19/86) 2218.8    (m)         7280.     (f) VERT ANG       
 NS0299
 NS0299.Superseded values are not recommended for survey control.
 NS0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0299.See file dsdata.txt to determine how the superseded data were derived.
 NS0299
 NS0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM8762796115(NAD 83)
 NS0299_MARKER: DS = TRIANGULATION STATION DISK
 NS0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0299_PROJECTION: FLUSH
 NS0299_MAGNETIC: N = NO MAGNETIC MATERIAL
 NS0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0299
 NS0299  HISTORY     - Date     Condition        Report By
 NS0299  HISTORY     - 1933     MONUMENTED       CGS
 NS0299  HISTORY     - 1960     GOOD             CGS
 NS0299  HISTORY     - 1962     GOOD             CGS
 NS0299  HISTORY     - 1964     GOOD             USGS
 NS0299  HISTORY     - 1989     GOOD             WYHD
 NS0299  HISTORY     - 19951201 GOOD             SCHERB
 NS0299
 NS0299                          STATION DESCRIPTION
 NS0299
 NS0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NS0299'ABOUT 33 MILES NORTHWEST OF FARSON, 12 MILES SOUTHEAST OF
 NS0299'BIG PINEY, AND 7 MILES EAST OF GREEN RIVER, IN T. 28 N.,
 NS0299'R. 110 W., ON HIGHEST PART OF FLAT-TOPPED HILL COVERED WITH
 NS0299'SAGEBRUSH.  TO REACH FROM FARSON, GO NORTH 6.1 MILES ON U.S.
 NS0299'HIGHWAY 187, THEN TO LEFT ON SAGEBRUSH ROAD THAT PARALLELS
 NS0299'HIGHWAY ABOUT 100 YARDS, THEN TURN NORTHWEST, FOLLOW THIS
 NS0299'ROAD 3.6 MILES TO FORK, TAKE RIGHT FORK AND CONTINUE 7.7
 NS0299'MILES, CONTINUE ON ANOTHER RIGHT FORK 0.9 MILE, THEN TAKE
 NS0299'LEFT FORK JUST BEFORE COMING TO SHEEP CORRALS ON RIGHT AND
 NS0299'GO 0.2 MILE TO CROSSROADS, THEN GO 0.05 MILE TO ANOTHER
 NS0299'CROSSROAD, THEN 0.15 MILE AND KEEP STRAIGHT AHEAD FOR 11.35
 NS0299'MILES TO DIM CROSSROADS.  TURN LEFT OFF MAIN ROAD AND GO
 NS0299'3.0 MILES, TAKE RIGHT FORK, CROSS WASH, AND GO 1.0 MILE TO
 NS0299'WHERE ROAD COMES IN FROM LEFT, CONTINUE 2.8 MILES TO FORK,
 NS0299'TAKE LEFT FORK AND GO 0.15 MILE CROSS WASH, AND CONTINUE
 NS0299'ON DIM ROAD UP DRAW ABOUT 2.4 MILES WHERE ROAD BECOMES A
 NS0299'TRAIL.  FOLLOW HORSE TRAIL AND OPEN GLADES 1.1 MILES TO
 NS0299'TOP OF HILL AT HEAD OF DRAW, THEN GO STRAIGHT AHEAD 0.1
 NS0299'MILE DOWN HILL AND SOUTHEAST 0.5 MILE TO TOP OF HILL AND
 NS0299'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 NS0299'STATION DISKS IN CONCRETE.  REFERENCE MARKS
 NS0299'ARE STANDARD REFERENCE DISKS IN CONCRETE.
 NS0299'NO. 1 IS 104.3 FEET FROM STATION N 59 DEG 09 MIN E.
 NS0299'NO. 2 IS 90.61 FEET FROM STATION S 27 DEG 41 MIN E.
 NS0299'NO. 3 IS ON FIRST RIDGE FROM STATION ABOUT 10 FEET
 NS0299'FROM LEFT OF ROAD (FACING STATION), ABOUT 0.4 MILE FROM
 NS0299'STATION, AND N 31 DEG 27 MIN W.
 NS0299'ELEVATION--2,229.6 METERS (7,315 FEET).
 NS0299
 NS0299                          STATION RECOVERY (1960)
 NS0299
 NS0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 NS0299'STATION AND REFERENCES MARKS RECOVERED IN GOOD CONDITION.
 NS0299'A NEW REACH DESCRIPTION FOLLOWS--
 NS0299'
 NS0299'TO REACH STATION FROM BIG PINEY, GO SOUTH ON U.S. HIGHWAY
 NS0299'189 FOR 5.5 MILES, TURN LEFT (EAST) ON DIRT ROAD, GO EAST
 NS0299'FOR 0.4 MILES TO BRIDGE OVER GREEN RIVER.  CONTINUE ON ROAD
 NS0299'(NORTH AND EAST) FOR 1.3 MILES TO A FORK, TAKE RIGHT (SOUTH)
 NS0299'FORK FOR 1.2 MILES TO A CURVE TO THE RIGHT (WEST), CONTINUE
 NS0299'ON FOR 1.1 MILES TO A S CURVE AND DIRT ROAD LEFT, KEEP RIGHT
 NS0299'(SOUTH).  CONTINUE ON MAIN TRAVELED ROAD FOR 0.8 MILES TO A
 NS0299'CURVE TO THE LEFT (EAST), GO 1.9 MILES TO T ROAD RIGHT, KEEP
 NS0299'STRAIGHT AHEAD FOR 4.7 MILES TO A Y INTERSECTION (TRACK ROAD
 NS0299'TO THE LEFT), GO RIGHT (SOUTH) FOR 1.0 MILES TO A TRIANGLE
 NS0299'INTERSECTION.  AZIMUTH MARK IS 0.1 MILES TO THE LEFT ON TOP
 NS0299'OF A SMALL RISE, ON THE RIGHT HAND SIDE OF THE TRACK ROAD.
 NS0299'TO REACH THE STATION FROM THE TRIANGLE INTERSECTION, GO
 NS0299'0.3 MILES ON THE RIGHT FORK TO THE TOP OF THE RIDGE AND
 NS0299'THE STATION ON LEFT.
 NS0299
 NS0299                          STATION RECOVERY (1962)
 NS0299
 NS0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 NS0299'STATION VISITED BY LIGHTKEEPER ONLY.  ALL MARKS FOUND AS
 NS0299'DESCRIBED IN 1933 AND ARE IN GOOD CONDITION.  A BLADED ROAD
 NS0299'NOW LEADS TO THE STATION FROM THE SOUTH.  FOLLOWING IS THE
 NS0299'NEW ROUTE TO THE STATION.
 NS0299'
 NS0299'FROM THE JUNCTION OF U.S. HIGHWAYS 30N AND 189, IN THE NORTH
 NS0299'EDGE OF KEMMERER, GO NORTHEASTERLY ON U.S. HIGHWAY 189 FOR
 NS0299'24.6 MILES TO A SIDE ROAD RIGHT AND A SIGN FONTENELLE COMMUNITY
 NS0299'9 MILES - FONTENELLE DAM.  TURN RIGHT AND FOLLOW GRADED ROAD
 NS0299'NORTHEASTERLY FOR 7.7 MILES TO A CROSSROAD AND SIGN FARSON.
 NS0299'CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 2.8 MILES TO A
 NS0299'STEEL BRIDGE OVER GREEN RIVER.  CROSS BRIDGE, GO 0.05 MILE
 NS0299'TO A FORK AND SIGN GASSON BRIDGE, FARSON 40 MI.  TAKE THE LEFT
 NS0299'FORK AND FOLLOW BLADED ROAD NORTHERLY FOR 2.8 MILES TO A
 NS0299'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.5 MILES TO A FORK
 NS0299'AND SIGN HUMBLE OIL AND REF. CO., FIGURE FOUR CANYON LEASE.
 NS0299'TAKE THE LEFT FORK FOR 3.8 MILES TO A SIDE ROAD RIGHT.
 NS0299'CONTINUE STRAIGHT AHEAD FOR 7.8 MILES TO A LARGE CAIRN ABOUT
 NS0299'0.15 MILE TO THE RIGHT OF THE ROAD.  CONTINUE NORTHERLY ON
 NS0299'THE BLADED ROAD FOR 2.2 MILES TO A FORK.  TAKE THE RIGHT
 NS0299'FORK, MAIN TRAVELED ROAD, AND GO 8.0 MILES TO A SIDE ROAD LEFT
 NS0299'AT A HUMBLE OIL SIGN.  CONTINUE STRAIGHT AHEAD FOR 4.8 MILES TO
 NS0299'A FORK.  TAKE THE RIGHT FORK, MAIN ROAD, AND GO 0.6 MILES
 NS0299'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.8 MILES TO A
 NS0299'BLADED ROAD SHARP LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.8
 NS0299'MILE TO A CATTLE GUARD.  CONTINUE NORTHEASTERLY FOR 4.4 MILES TO
 NS0299'THE STATION ON THE HIGHEST PART OF RISE.
 NS0299'
 NS0299'TO REACH REFERENCE MARK 3 (AZIMUTH MARK) FROM THE STATION,
 NS0299'CONTINUE NORTHWESTERLY ON THE MAIN ROAD FOR 0.25 MILE TO A
 NS0299'FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO TOP OF RIDGE
 NS0299'AND THE MARK ON THE RIGHT.
 NS0299'
 NS0299'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 NS0299
 NS0299                          STATION RECOVERY (1964)
 NS0299
 NS0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NS0299'STATION HAS BEEN RECOVERED.
 NS0299'
 NS0299'REVISED DESCRIPTION--TO REACH FROM BIG PINEY GO SOUTH ALONG
 NS0299'U.S. 189 FOR 5.8 MILES, TURN LEFT AND EAST ON GRADED ROAD,
 NS0299'CROSS GREEN RIVER BRIDGE AND CONTINUE EASTERLY TO T-RD JCT.
 NS0299'AT 7.5 MILES, TAKE RIGHT FORK AND GO SOUTH ALONG GRADED ROAD
 NS0299'TURNING EASTWARD UP REARDON DRAW AT ABOUT 11.1 MILES, CONTINUE
 NS0299'EASTERLY TO ROAD FORK AT 19 MILES, TAKE RIGHT FORK, AT 19.4
 NS0299'MILES FROM BIG PINEY REACH LOW HILL AND STATION ON LEFT,
 NS0299'35 FEET EAST OF ROAD.
 NS0299
 NS0299                          STATION RECOVERY (1989)
 NS0299
 NS0299'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1989 (SVW)
 NS0299'RECOVERED IN GOOD CONDITION.
 NS0299
 NS0299                          STATION RECOVERY (1995)
 NS0299
 NS0299'RECOVERY NOTE BY SURVEYOR SCHERBEL LIMITED 1995 (PNS)
 NS0299'COLORADO EXCELLENT, RM NO 1 AND 2 EXCELLENT.  PNS SET FENCE POST WITH
 NS0299'WHITE SIGN ON TRIANGULATION POINT COLORADO AND R S NO 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1267 ***********************************************************************
 MO1267  DESIGNATION -  COLORES
 MO1267  PID         -  MO1267
 MO1267  STATE/COUNTY-  WY/ALBANY
 MO1267  USGS QUAD   -  RED BUTTES (1978)
 MO1267
 MO1267                         *CURRENT SURVEY CONTROL
 MO1267  ___________________________________________________________________
 MO1267* NAD 83(1993)-  41 07 47.63753(N)    105 33 04.08598(W)     ADJUSTED  
 MO1267* NAVD 88     -      2305.6    (meters)    7564.     (feet)  VERTCON   
 MO1267  ___________________________________________________________________
 MO1267  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 MO1267  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 MO1267
 MO1267  HORZ ORDER  -  SECOND
 MO1267
 MO1267.The horizontal coordinates were established by classical geodetic methods
 MO1267.and adjusted by the National Geodetic Survey in January 1997..
 MO1267
 MO1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1267
 MO1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1267
 MO1267.The geoid height was determined by GEOID03.
 MO1267
 MO1267;                    North         East     Units Scale Factor Converg.
 MO1267;SPC WY E     -    70,017.400   167,718.261   MT  0.99995032   -0 15 10.4
 MO1267;UTM  13      - 4,553,323.631   453,739.726   MT  0.99962634   -0 21 45.1
 MO1267
 MO1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1267!SPC WY E     -   0.99964031  x   0.99995032  =   0.99959064
 MO1267!UTM  13      -   0.99964031  x   0.99962634  =   0.99926678
 MO1267
 MO1267|---------------------------------------------------------------------|
 MO1267| PID    Reference Object                     Distance      Geod. Az  |
 MO1267|                                                           dddmmss.s |
 MO1267| CP9047 COLORES RM 1                         15.944 METERS 02730     |
 MO1267| MO1229 PORTLAND KANSAS CITY AWY BCN 9      APPROX.10.7 KM 1440150.3 |
 MO1267| CP9048 COLORES RM 2                          7.992 METERS 31332     |
 MO1267| MO0563 COLORES AZ MK                                      3245933.6 |
 MO1267|---------------------------------------------------------------------|
 MO1267
 MO1267                          SUPERSEDED SURVEY CONTROL
 MO1267
 MO1267  NAD 83(1993)-  41 07 47.62289(N)    105 33 04.08498(W) AD(       ) 2
 MO1267  NAD 83(1986)-  41 07 47.62254(N)    105 33 04.08470(W) AD(       ) 2
 MO1267  NAD 27      -  41 07 47.68400(N)    105 33 02.11700(W) AD(       ) 2
 MO1267  NGVD 29 (07/19/86) 2304.5    (m)         7561.     (f) VERT ANG       
 MO1267
 MO1267.Superseded values are not recommended for survey control.
 MO1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1267.See file dsdata.txt to determine how the superseded data were derived.
 MO1267
 MO1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5374053324(NAD 83)
 MO1267_MARKER: DS = TRIANGULATION STATION DISK
 MO1267_SETTING: 66 = SET IN ROCK OUTCROP
 MO1267
 MO1267  HISTORY     - Date     Condition        Report By
 MO1267  HISTORY     - 1948     MONUMENTED       CGS
 MO1267  HISTORY     - 1954     GOOD             FAS
 MO1267  HISTORY     - 1956     SEE DESCRIPTION  CGS
 MO1267
 MO1267                          STATION DESCRIPTION
 MO1267
 MO1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1267'THE STATION IS LOCATED ABOUT 13 MILES AIR LINE SOUTH OF LARAMIE,
 MO1267'ABOUT 4 MILES AIR LINE SOUTH-SOUTHEAST OF THE RAILROAD STATION
 MO1267'AT RED BUTTES, ON THE SOUTH SIDE OF THE UNION PACIFIC RAILROAD
 MO1267'AND ON THE EAST SIDE OF U.S. HIGHWAY 287, ABOUT 100 YARDS SOUTH
 MO1267'OF THE SOUTHWEST END OF OVERPASS, ON A SMALL GRAY ROCKY POINT,
 MO1267'36 PACES SOUTH OF A EAST-WEST FENCE LINE, 36 PACES EAST OF
 MO1267'A NORTH-SOUTH FENCE LINE, ON THE HIGHEST POINT, SET FLUSH,
 MO1267'STAMPED, COLORES 1948.
 MO1267'
 MO1267'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MO1267'THE STATION, 18 PACES SOUTH OF AN EAST-WEST FENCE LINE, ABOUT
 MO1267'6 INCHES BELOW THE GROUND SURFACE, STAMPED, COLORES NO 1 1948.
 MO1267'
 MO1267'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MO1267'STATION, ON THE WEST SLOPE, 28 PACES EAST OF A NORTH-SOUTH FENCE
 MO1267'LINE, PROJECTS 6 INCHES.  STAMPED, COLORES NO 2 1948.
 MO1267'
 MO1267'THE AZIMUTH MARK IS LOCATED ENROUTE TO THE STATION ALONG U.S.
 MO1267'HIGHWAY 287, 18 PACES EAST OF THE CENTER LINE OF HIGHWAY, 12
 MO1267'FEET SOUTH OF A LARGE SIGN CONNOR HOTEL.  3 FEET EAST OF A
 MO1267'NORTH-SOUTH FENCE LINE, PROJECTS 4 INCHES, STAMPED, COLORES
 MO1267'1948.
 MO1267'
 MO1267'TO REACH FROM THE POST OFFICE IN LARAMIE, GO WEST 1 BLOCK TO 2ND
 MO1267'STREET, THEN SOUTH ON U.S. HIGHWAY 287 FOR 9.35 MILE TO THE
 MO1267'RAILROAD STATION AT RED BUTTES.  CONTINUE SOUTH AND SOUTHEAST
 MO1267'ALONG THE HIGHWAY FOR 4.1 MILES TO THE AZIMUTH MARK ON THE
 MO1267'LEFT (EAST) SIDE OF HIGHWAY AS DESCRIBED ABOVE.  CONTINUE SOUTH
 MO1267'FOR 0.8 MILE TO THE OVERPASS AND STATION AS DESCRIBED ABOVE.
 MO1267'A DRIVE STATION.
 MO1267
 MO1267                          STATION RECOVERY (1954)
 MO1267
 MO1267'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 MO1267'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION ADEQUATE.
 MO1267
 MO1267                          STATION RECOVERY (1956)
 MO1267
 MO1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 MO1267'THE TRIANGULATION STATION HAS BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 MO1267'THE POST WAS FOUND LAYING ON TOP OF THE GROUND.
 MO1267'
 MO1267'COLORES R.M. 1 HAS PROBABLY BEEN DESTROYED BY HIGHWAY CONSTRUCTION
 MO1267'BUT THE POST WAS NOT FOUND.
 MO1267'
 MO1267'COLORES R.M. 2 HAS BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 MO1267'THE POST WAS FOUND LAYING ON TOP OF THE GROUND.
 MO1267'
 MO1267'COLORES 1948 AZIMUTH IS 5.5 MILES NORTHWEST ALONG THE SOUTHWEST
 MO1267'TRACK OF THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MO1267'AT HERMOSA, 0.7 MILE NORTHWEST OF THE OVERPASS OF U.S. HIGHWAY
 MO1267'287, 0.1 MILE SOUTHWEST OF THE NEW HIGHWAY, 100 YARDS NORTHEAST
 MO1267'OF THE NORTHEAST RAIL, 3-1/2 POLES SOUTHEAST OF MILEPOST 554,
 MO1267'54 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 2
 MO1267'FEET SOUTHEAST OF A WITNESS POST, AN AZIMUTH MARK DISK SET
 MO1267'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MO1267'THE GROUND, STAMPED COLORES 1948, IN SECTION 35, TOWNSHIP 14
 MO1267'NORTH, RANGE 73 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0563 ***********************************************************************
 MO0563  DESIGNATION -  COLORES AZ MK
 MO0563  PID         -  MO0563
 MO0563  STATE/COUNTY-  WY/ALBANY
 MO0563  USGS QUAD   -  RED BUTTES (1978)
 MO0563
 MO0563                         *CURRENT SURVEY CONTROL
 MO0563  ___________________________________________________________________
 MO0563* NAD 83(1986)-  41 08 18.     (N)    105 33 30.     (W)     SCALED    
 MO0563* NAVD 88     -      2282.504  (meters)    7488.52   (feet)  ADJUSTED  
 MO0563  ___________________________________________________________________
 MO0563  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 MO0563  DYNAMIC HT  -        2280.432 (meters)    7481.72  (feet)  COMP
 MO0563  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 MO0563
 MO0563  VERT ORDER  -  FIRST     CLASS II
 MO0563
 MO0563.The horizontal coordinates were scaled from a topographic map and have
 MO0563.an estimated accuracy of +/- 6 seconds.
 MO0563
 MO0563.The orthometric height was determined by differential leveling
 MO0563.and adjusted by the National Geodetic Survey in June 1991..
 MO0563
 MO0563.The geoid height was determined by GEOID03.
 MO0563
 MO0563.The dynamic height is computed by dividing the NAVD 88
 MO0563.geopotential number by the normal gravity value computed on the
 MO0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0563.degrees latitude (g = 980.6199 gals.).
 MO0563
 MO0563.The modeled gravity was interpolated from observed gravity values.
 MO0563
 MO0563;                    North         East    Units  Estimated Accuracy
 MO0563;SPC WY E     -    70,960.      167,120.      MT  (+/- 180 meters Scaled)
 MO0563
 MO0563                          SUPERSEDED SURVEY CONTROL
 MO0563
 MO0563  NGVD 29 (06/08/92) 2281.394  (m)         7484.87   (f) ADJUSTED    1 2
 MO0563
 MO0563.Superseded values are not recommended for survey control.
 MO0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0563.See file dsdata.txt to determine how the superseded data were derived.
 MO0563
 MO0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF531542(NAD 83)
 MO0563_MARKER: DZ = AZIMUTH MARK DISK
 MO0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0563_STAMPING: COLORES 1948
 MO0563_MARK LOGO: CGS   
 MO0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0563+STABILITY: SURFACE MOTION
 MO0563
 MO0563  HISTORY     - Date     Condition        Report By
 MO0563  HISTORY     - 1948     MONUMENTED       CGS
 MO0563  HISTORY     - 1956     GOOD             NGS
 MO0563  HISTORY     - 1983     GOOD             NGS
 MO0563
 MO0563                          STATION DESCRIPTION
 MO0563
 MO0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0563'5.5 MI NW FROM HERMOSA.
 MO0563'5.5 MILES NORTHWEST ALONG THE SOUTHWEST TRACK OF THE UNION
 MO0563'PACIFIC RAILROAD FROM THE STATION SIGN AT HERMOSA, 0.7 MILE
 MO0563'NORTHWEST OF THE OVERPASS OF U.S. HIGHWAY 287, 0.1 MILE SOUTHWEST
 MO0563'OF THE NEW HIGHWAY, 100 YARDS NORTHEAST OF THE NORTHEAST RAIL,
 MO0563'3 1/2 POLES SOUTHEAST OF MILEPOST 554, 54 FEET NORTHEAST OF THE
 MO0563'CENTER LINE OF THE OLD HIGHWAY, 2 FEET SOUTHEAST OF A WITNESS
 MO0563'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MO0563'ABOVE THE GROUND, IN SECTION 35, TOWNSHIP 14 NORTH, RANGE 73
 MO0563'WEST.
 MO0563
 MO0563                          STATION RECOVERY (1983)
 MO0563
 MO0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0563'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.9 KM
 MO0563'(12.35 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0563'STATION IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0473 ***********************************************************************
 MQ0473  DESIGNATION -  COLT
 MQ0473  PID         -  MQ0473
 MQ0473  STATE/COUNTY-  WY/SWEETWATER
 MQ0473  USGS QUAD   -  GREEN RIVER (1980)
 MQ0473
 MQ0473                         *CURRENT SURVEY CONTROL
 MQ0473  ___________________________________________________________________
 MQ0473* NAD 83(1993)-  41 37 23.00438(N)    109 29 55.16535(W)     ADJUSTED  
 MQ0473* NAVD 88     -      2110.6    (meters)    6925.     (feet)  VERTCON   
 MQ0473  ___________________________________________________________________
 MQ0473  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 MQ0473  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 MQ0473
 MQ0473  HORZ ORDER  -  FIRST
 MQ0473
 MQ0473.The horizontal coordinates were established by classical geodetic methods
 MQ0473.and adjusted by the National Geodetic Survey in January 1997..
 MQ0473
 MQ0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0473
 MQ0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0473
 MQ0473.The geoid height was determined by GEOID03.
 MQ0473
 MQ0473;                    North         East     Units Scale Factor Converg.
 MQ0473;SPC WYWC     -   124,984.135   537,612.169   MT  0.99998538   -0 29 50.3
 MQ0473;UTM  12      - 4,609,014.586   625,070.458   MT  0.99979250   +0 59 50.5
 MQ0473
 MQ0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0473!SPC WYWC     -   0.99967137  x   0.99998538  =   0.99965676
 MQ0473!UTM  12      -   0.99967137  x   0.99979250  =   0.99946394
 MQ0473
 MQ0473|---------------------------------------------------------------------|
 MQ0473| PID    Reference Object                     Distance      Geod. Az  |
 MQ0473|                                                           dddmmss.s |
 MQ0473| MQ0472 HORSE                                 7.673 METERS 06433     |
 MQ0473| MQ0468 SWEETWATER COUNTY TV CORP MAST      APPROX.15.6 KM 1082929.1 |
 MQ0473| MQ0471 AIRWAY BCN 15 4 MI ENE GREEN R      APPROX.12.1 KM 1305832.4 |
 MQ0473| MQ0497 MICROWAVE STA 4 MI S GREEN R        APPROX.16.4 KM 1745655.7 |
 MQ0473| CP4721 COLT AZ MK                                         2054754.8 |
 MQ0473| CP4722 COLT RM 1                            19.765 METERS 35207     |
 MQ0473|---------------------------------------------------------------------|
 MQ0473
 MQ0473                          SUPERSEDED SURVEY CONTROL
 MQ0473
 MQ0473  NAD 83(1986)-  41 37 22.99624(N)    109 29 55.16060(W) AD(       ) 1
 MQ0473  NAD 27      -  41 37 23.12970(N)    109 29 52.65830(W) AD(       ) 1
 MQ0473  NGVD 29 (02/10/93) 2109.3    (m)         6920.     (f) GPS OBS        
 MQ0473
 MQ0473.Superseded values are not recommended for survey control.
 MQ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0473.See file dsdata.txt to determine how the superseded data were derived.
 MQ0473
 MQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM2507009015(NAD 83)
 MQ0473_MARKER: DS = TRIANGULATION STATION DISK
 MQ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0473_SP_SET: CONCRETE POST
 MQ0473_STAMPING: COLT 1962
 MQ0473_MARK LOGO: CGS   
 MQ0473_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MQ0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0473+STABILITY: SURFACE MOTION
 MQ0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0473+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 MQ0473
 MQ0473  HISTORY     - Date     Condition        Report By
 MQ0473  HISTORY     - 1962     MONUMENTED       CGS
 MQ0473  HISTORY     - 1962     GOOD             CGS
 MQ0473  HISTORY     - 1974     GOOD             NGS
 MQ0473  HISTORY     - 19920804 GOOD             NOS
 MQ0473
 MQ0473                          STATION DESCRIPTION
 MQ0473
 MQ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0473'THE STATION IS LOCATED ON A FLAT TOP, SAGE BRUSH COVERED
 MQ0473'RIDGE THAT IS BARE ON TOP.  IT IS 7 MILES NORTH OF GREEN
 MQ0473'RIVER, 14-1/2 MILES NORTHWEST OF ROCK SPRINGS AND 20 MILES
 MQ0473'EAST NORTHEAST OF LITTLE AMERICA.
 MQ0473'
 MQ0473'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND STATE HIGHWAY
 MQ0473'530 IN THE WEST PART OF GREEN RIVER GO WEST ON U.S. HIGHWAY
 MQ0473'30 FOR 2.9 MILES TO A GRAVELED SIDE ROAD RIGHT, (BLUE RIM ROAD)
 MQ0473'WHICH IS ACROSS THE HIGHWAY FROM THE ADAMS TRAILER SALES.
 MQ0473'TURN RIGHT AND GO NORTHERLY FOR 2.0 MILES TO A FORK.  TAKE
 MQ0473'THE RIGHT FORK A DIRT ROAD FOR 0.25 MILE TO A FORK, TAKE THE
 MQ0473'LEFT FORK CONTINUING NORTHERLY FOR 0.7 MILE TO A FORK.  TAKE
 MQ0473'THE RIGHT FORK FOR 2.15 MILES TO THE AZIMUTH MARK ON THE
 MQ0473'RIGHT SIDE OF THE ROAD.  CONTINUE FOR 0.45 MILE TO A DIM
 MQ0473'SIDE ROAD LEFT.  TURN SHARP LEFT UP HILL FOR 0.05 MILE TO
 MQ0473'THE TOP OF THE HILL AND THE STATION.
 MQ0473'
 MQ0473'THE STATION MARK IS A STANDARD DISK, STAMPED COLT 1962, SET
 MQ0473'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0473'4 INCHES.  IT IS 5 FEET NORTH OF A WITNESS POST AND 21 FEET
 MQ0473'NORTH OF THE CENTERLINE OF THE TRACK ROAD.  THE MARK IS ON
 MQ0473'THE HIGHEST POINT.
 MQ0473'
 MQ0473'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLT NO 1 1962,
 MQ0473'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0473'3 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 MQ0473'MARK.
 MQ0473'
 MQ0473'HORSE (USGS) IS A STANDARD U.S. GEOLOGICAL BENCH MARK DISK,
 MQ0473'STAMPED HORSE 1958, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 MQ0473'POST PROJECTING 6 INCHES.  IT IS THE SAME ELEVATION AS THE
 MQ0473'STATION MARK.
 MQ0473'
 MQ0473'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COLT 1962, SET
 MQ0473'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0473'3 INCHES.  IT IS 3 FEET SOUTHEAST OF A WITNESS POST AND 19
 MQ0473'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD.
 MQ0473
 MQ0473                          STATION RECOVERY (1962)
 MQ0473
 MQ0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MQ0473'RECOVERED IN GOOD CONDITION.
 MQ0473
 MQ0473                          STATION RECOVERY (1974)
 MQ0473
 MQ0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MQ0473'THE STATION MARK, REFERENCE MARK 1, HORSE (USGS) AND THE
 MQ0473'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 MQ0473'TO REFERENCE MARK 1 CHECKED.  THE DISTANCE OBTAINED TO HORSE
 MQ0473'(USGS) WAS 0.007 METER LONGER THAN THE PREVIOUS MEASUREMENT.
 MQ0473'THIS LONGER MEASUREMENT MAY HAVE BEEN CAUSED BY A LARGE
 MQ0473'BADGER HOLE WHICH EXPOSED ABOUT 2 FEET OF THE EAST FACE OF
 MQ0473'THE MARK.
 MQ0473'
 MQ0473'THE STATION IS LOCATED ON A FLAT TOPPED RIDGE ABOUT 7 MILES
 MQ0473'NORTH OF GREEN RIVER, 14-1/2 MILES NORTHWEST OF ROCK SPRINGS,
 MQ0473'20 MILES EAST-NORTHEAST OF LITTLE AMERICA AND NEAR THE SOUTHWEST
 MQ0473'CORNER OF SECTION 16, T19N, R107W.
 MQ0473'
 MQ0473'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 MQ0473'80 BUSINESS, U.S. HIGHWAY 30 AND STATE HIGHWAY 530, IN THE
 MQ0473'WEST PART OF GREEN RIVER, DRIVE WEST-NORTHWEST ON U.S. HIGHWAY
 MQ0473'30 AND INTERSTATE HIGHWAY 80 BUSINESS FOR 0.6 MILE TO A FORK.
 MQ0473'KEEP LEFT AND GO NORTHWEST ON PAVED ROAD (OLD U.S. HIGHWAY
 MQ0473'30) FOR 2.05 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 MQ0473'GO NORTH, NORTHWEST AND NORTH ON THE PAVED AND GRAVELED ROAD
 MQ0473'FOR 1.4 MILES TO A GRAVEL PIT ON THE RIGHT, EAST, SIDE OF THE
 MQ0473'ROAD.  CONTINUE NORTH ON THE MAIN GRAVELED ROAD FOR 0.9 MILE
 MQ0473'TO A FORK.  KEEP RIGHT AND GO NORTHEASTERLY ON A TRACK ROAD
 MQ0473'FOR 0.3 MILE TO A FORK.  KEEP LEFT AND GO NORTH ON THE
 MQ0473'TRACK ROAD FOR 0.7 MILE TO A DIM FORK.  KEEP RIGHT AND
 MQ0473'CONTINUE NORTHERLY ON THE MAIN TRACK ROAD FOR 0.9 MILE
 MQ0473'TO A FORK.  KEEP LEFT AND CONTINUE NORTHERLY ON THE MAIN
 MQ0473'TRACK ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 MQ0473'CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.45 MILE TO A DIM
 MQ0473'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE DIM TRACK
 MQ0473'ROAD TO THE SUMMIT OF THE RIDGE AND THE STATION, A DISTANCE
 MQ0473'OF 0.15 MILE.
 MQ0473'
 MQ0473'THE STATION MARK IS A STANDARD DISK, STAMPED COLT 1962, SET
 MQ0473'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 MQ0473'4 INCHES.  IT IS 5 FEET SOUTH OF A METAL WITNESS POST.
 MQ0473'
 MQ0473'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLT NO 1 1962,
 MQ0473'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 MQ0473'FLUSH WITH THE GROUND SURFACE.  IT IS 59.9 FEET NORTH OF THE
 MQ0473'METAL WITNESS POST.
 MQ0473'
 MQ0473'HORSE (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 MQ0473'STAMPED HORSE 1958, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 MQ0473'POST PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 MQ0473'25 EAST OF THE METAL WITNESS POST.
 MQ0473'
 MQ0473'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COLT 1962, SET
 MQ0473'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 MQ0473'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 19 FEET EAST OF THE
 MQ0473'CENTER OF THE TRACK ROAD AND 2.8 FEET EAST OF A METAL WITNESS
 MQ0473'POST.
 MQ0473'
 MQ0473'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 MQ0473'
 MQ0473'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 MQ0473'NORTHWEST OF GREEN RIVER.
 MQ0473
 MQ0473                          STATION RECOVERY (1992)
 MQ0473
 MQ0473'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 MQ0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1115 ***********************************************************************
 MO1115  DESIGNATION -  COLT
 MO1115  PID         -  MO1115
 MO1115  STATE/COUNTY-  WY/LARAMIE
 MO1115  USGS QUAD   -  LEWIS RANCH (1991)
 MO1115
 MO1115                         *CURRENT SURVEY CONTROL
 MO1115  ___________________________________________________________________
 MO1115* NAD 83(1993)-  41 25 01.84981(N)    104 49 34.15771(W)     ADJUSTED  
 MO1115* NAVD 88     -      1917.     (meters)    6289.     (feet)  SCALED    
 MO1115  ___________________________________________________________________
 MO1115  LAPLACE CORR-         -10.94  (seconds)                    DEFLEC99
 MO1115  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 MO1115
 MO1115  HORZ ORDER  -  SECOND
 MO1115
 MO1115.The horizontal coordinates were established by classical geodetic methods
 MO1115.and adjusted by the National Geodetic Survey in January 1997..
 MO1115
 MO1115.The orthometric height was scaled from a topographic map.
 MO1115
 MO1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1115
 MO1115.The geoid height was determined by GEOID03.
 MO1115
 MO1115;                    North         East     Units Scale Factor Converg.
 MO1115;SPC WY E     -   101,905.340   228,465.861   MT  0.99994747   +0 13 30.9
 MO1115;UTM  13      - 4,585,084.318   514,528.065   MT  0.99960260   +0 06 54.0
 MO1115
 MO1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1115!SPC WY E     -   0.99970185  x   0.99994747  =   0.99964934
 MO1115!UTM  13      -   0.99970185  x   0.99960260  =   0.99930457
 MO1115
 MO1115:                Primary Azimuth Mark                     Grid Az
 MO1115:SPC WY E     -  COLT AZ MK                               179 20 38.5
 MO1115:UTM  13      -  COLT AZ MK                               179 27 15.4
 MO1115
 MO1115|---------------------------------------------------------------------|
 MO1115| PID    Reference Object                     Distance      Geod. Az  |
 MO1115|                                                           dddmmss.s |
 MO1115| CP9049 COLT AZ MK                                         1793409.4 |
 MO1115| CP9051 COLT RM 2                            14.454 METERS 17952     |
 MO1115| MO1116 CHEYENNE JCT RIN MICROWAVE TWR      APPROX. 5.5 KM 2252937.7 |
 MO1115| MO1117 AIRWAY BCN 1 18 MI N CHEYENNE       APPROX. 3.7 KM 2433447.0 |
 MO1115| CP9050 COLT RM 1                            13.410 METERS 35935     |
 MO1115|---------------------------------------------------------------------|
 MO1115
 MO1115                          SUPERSEDED SURVEY CONTROL
 MO1115
 MO1115  NAD 83(1986)-  41 25 01.83352(N)    104 49 34.15543(W) AD(       ) 2
 MO1115  NAD 27      -  41 25 01.91030(N)    104 49 32.26930(W) AD(       ) 2
 MO1115
 MO1115.Superseded values are not recommended for survey control.
 MO1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1115.See file dsdata.txt to determine how the superseded data were derived.
 MO1115
 MO1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1452885084(NAD 83)
 MO1115_MARKER: DS = TRIANGULATION STATION DISK
 MO1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1115
 MO1115  HISTORY     - Date     Condition        Report By
 MO1115  HISTORY     - 1963     MONUMENTED       CGS
 MO1115  HISTORY     - 1985     GOOD             DMA
 MO1115
 MO1115                          STATION DESCRIPTION
 MO1115
 MO1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1115'THE STATION IS 18-1/2 MILES NORTH AND 1/2 MILE WEST OF CHEYENNE,
 MO1115'2 MILES EAST OF U.S. HIGHWAY 87, IN THE NORTHWEST QUARTER OF
 MO1115'SECTION 30, T 16 N, R 66 W, ON PROPERTY OWNED BY MR. H.T. LEWIS
 MO1115'OF CHEYENNE.
 MO1115'
 MO1115'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S. HIGHWAYS
 MO1115'85 AND 87, ABOUT 7 MILES NORTH OF CHEYENNE, GO NORTH ON HIGHWAY
 MO1115'87 FOR 10.3 MILES TO A MICROWAVE TOWER ON THE LEFT AND A SIDE ROAD
 MO1115'ON THE RIGHT.  TURN RIGHT, CROSS A CATTLE GUARD AND GO SOUTHEAST
 MO1115'ON OLD HIGHWAY 87 FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT.
 MO1115'TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 1.9 MILES TO A
 MO1115'CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVEL AND TRACK ROAD
 MO1115'FOR 0.9 MILE TO A FENCE CORNER.  CONTINUE STRAIGHT AHEAD ON A
 MO1115'TRACK ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT AT
 MO1115'THE NORTHWEST CORNER OF A CORRAL.  CONTINUE NORTH ON THE TRACK
 MO1115'ROAD ALONG THE WEST SIDE OF A FENCE FOR 0.4 MILE TO A GATE IN
 MO1115'AN EAST-WEST FENCE.  PASS THROUGH THE GATE AND CONTINUE
 MO1115'NORTH ALONG THE EAST SIDE OF A FENCE FOR 0.15 MILE TO THE
 MO1115'STATION ON THE LEFT.
 MO1115'
 MO1115'STATION MARKS ARE STANDARD DISKS STAMPED COLT 1963.  THE SURFACE
 MO1115'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO1115'OF THE GROUND.  IT IS 4.5 FEET EAST OF AN NORTH-SOUTH FENCE AND
 MO1115'4 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 MO1115'IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE
 MO1115'OF THE GROUND.
 MO1115'
 MO1115'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COLT NO 1 1963,
 MO1115'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 MO1115'44 FEET NORTH OF THE METAL WITNESS POST AND 5 FEET EAST OF THE
 MO1115'FENCE.
 MO1115'
 MO1115'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COLT NO 2 1963,
 MO1115'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 48
 MO1115'FEET SOUTH OF THE METAL WITNESS POST AND 5 FEET EAST OF THE
 MO1115'FENCE.
 MO1115'
 MO1115'AZIMUTH MARK IS A STANDARD DISK STAMPED COLT 1963, SET IN A
 MO1115'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 28 FEET
 MO1115'EAST OF THE CENTER OF A TRACK ROAD, 3 FEET NORTHWEST OF A FENCE
 MO1115'CORNER AND 2 FEET NORTH OF A METAL WITNESS POST.
 MO1115'
 MO1115'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MO1115
 MO1115                          STATION RECOVERY (1985)
 MO1115
 MO1115'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (RSB)
 MO1115'COLT 1963 FOUND GOOD.
 MO1115'
 MO1115'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED AS
 MO1115'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0520 ***********************************************************************
 PW0520  DESIGNATION -  COLUMBUS
 PW0520  PID         -  PW0520
 PW0520  STATE/COUNTY-  WY/SHERIDAN
 PW0520  USGS QUAD   -  COLUMBUS PEAK (1993)
 PW0520
 PW0520                         *CURRENT SURVEY CONTROL
 PW0520  ___________________________________________________________________
 PW0520* NAD 83(1993)-  44 55 33.79195(N)    107 23 41.17125(W)     ADJUSTED  
 PW0520* NAVD 88     -      1653.0    (meters)    5423.     (feet)  VERTCON   
 PW0520  ___________________________________________________________________
 PW0520  LAPLACE CORR-         -18.21  (seconds)                    DEFLEC99
 PW0520  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 PW0520
 PW0520  HORZ ORDER  -  FIRST
 PW0520
 PW0520.The horizontal coordinates were established by classical geodetic methods
 PW0520.and adjusted by the National Geodetic Survey in January 1997..
 PW0520
 PW0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0520
 PW0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0520
 PW0520.The geoid height was determined by GEOID03.
 PW0520
 PW0520;                    North         East     Units Scale Factor Converg.
 PW0520;SPC WYEC     -   591,648.960   395,150.006   MT  0.99993779   -0 02 36.2
 PW0520;SPC MT       -    77,379.991   766,191.608   MT  1.00004518   +1 32 23.9
 PW0520;SPC MT       -   253,871.36  2,513,751.99   iFT  1.00004518   +1 32 23.9
 PW0520;UTM  13      - 4,977,525.855   311,012.669   MT  1.00003920   -1 41 30.0
 PW0520
 PW0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0520!SPC WYEC     -   0.99974271  x   0.99993779  =   0.99968052
 PW0520!SPC MT       -   0.99974271  x   1.00004518  =   0.99978788
 PW0520!UTM  13      -   0.99974271  x   1.00003920  =   0.99978190
 PW0520
 PW0520|---------------------------------------------------------------------|
 PW0520| PID    Reference Object                     Distance      Geod. Az  |
 PW0520|                                                           dddmmss.s |
 PW0520| PW0521 COLUMBUS                              3.693 METERS 12748     |
 PW0520| CQ5326 COLUMBUS RM 2                        13.404 METERS 30426     |
 PW0520| CQ5325 COLUMBUS AZ MK                                     3263157.8 |
 PW0520|---------------------------------------------------------------------|
 PW0520
 PW0520                          SUPERSEDED SURVEY CONTROL
 PW0520
 PW0520  NAD 83(1986)-  44 55 33.77997(N)    107 23 41.15595(W) AD(       ) 1
 PW0520  NAD 27      -  44 55 33.89600(N)    107 23 38.85300(W) AD(       ) 1
 PW0520  NGVD 29 (07/19/86) 1652.2    (m)         5421.     (f) VERT ANG       
 PW0520
 PW0520.Superseded values are not recommended for survey control.
 PW0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0520.See file dsdata.txt to determine how the superseded data were derived.
 PW0520
 PW0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1101377526(NAD 83)
 PW0520_MARKER: DS = TRIANGULATION STATION DISK
 PW0520_SETTING: 0 = UNSPECIFIED SETTING
 PW0520
 PW0520  HISTORY     - Date     Condition        Report By
 PW0520  HISTORY     - 1925     MONUMENTED       CGS
 PW0520  HISTORY     - 1957     GOOD             CGS
 PW0520
 PW0520                          STATION DESCRIPTION
 PW0520
 PW0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PW0520'ABOUT 3-1/2 MILES AIR LINE SOUTHWEST OF PARKMAN, 3/4 MILE
 PW0520'SOUTH OF CHARLEY PAULUS HOUSE, ON SHARP-PEAKED RIDGE ON DIVIDE
 PW0520'BETWEEN COLUMBUS CREEK AND TWINS CREEK, 1/2 MILE EAST OF ROAD FROM
 PW0520'PARKMAN WHICH MAKES AROUND WESTERN END OF RIDGE, ON HIGHEST POINT
 PW0520'IN VICINITY.  STATION IS ABOUT 10 FEET NORTH OF WEST FROM IRON
 PW0520'PIPE MARKING STATION COLUMBUS (U.S.G.S.) TO REACH STATION GO TO
 PW0520'PARKMAN, TAKE ROAD LEADING SOUTH ACROSS VIADUCT OVER CHICAGO,
 PW0520'BURLINGTON AND QUINCY RAILROAD TRACKS, FOLLOW ROAD SOUTH AND WEST
 PW0520'TO CHARLEY PAULUS HOUSE.  FROM THERE TRUCK CAN BE DRIVEN THROUGH
 PW0520'PASTURE TO POINT 1/2 MILE FROM STATION.  SURFACE MARK IS TABLET ON
 PW0520'IRON PIPE.  UNDERGROUND MARK IS TABLET.  STATION COLUMBUS (U.S.G.S.)
 PW0520'(SEE DESCRIPTION THEREOF), MARKED BY IRON PIPE PROJECTING 2
 PW0520'FEET ABOVE SURFACE OF GROUND, IS 3.703 METERS (12.15 FEET)
 PW0520'FROM STATION.
 PW0520
 PW0520                          STATION RECOVERY (1957)
 PW0520
 PW0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0520'STATION WAS RECOVERED AND THE STATION MARK WAS FOUND IN GOOD
 PW0520'CONDITION.  A U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED FOR
 PW0520'REFERENCE MARK 1.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 PW0520'SET BY THIS PARTY.
 PW0520'
 PW0520'A COMPLETE NEW DESCRIPTION FOLLOWS--
 PW0520'
 PW0520'STATION IS ON A HIGH, SHARP, PROMINENT RIDGE, ABOUT 4 MILES
 PW0520'SOUTHWEST OF PARKMAN, IN THE FOOTHILLS OF THE BIG HORN MOUNTAINS.
 PW0520'
 PW0520'REACHED FROM THE DEPOT IN PARKMAN BY GOING NORTHERLY ON
 PW0520'MACADAM STREET FOR 0.3 MILE TO A BRIDGE OVER RAILROAD TRACKS,
 PW0520'ON THE LEFT, TURN LEFT, CROSSING BRIDGE, AND FOLLOW GRAVEL ROAD
 PW0520'WESTERLY FOR 3.4 MILES TO A SIDE ROAD RIGHT, CONTINUE WESTERLY
 PW0520'ON GRAVEL ROAD FOR 1.8 MILES TO A WIRE GATE ON THE LEFT, TURN
 PW0520'LEFT, THROUGH GATE, AND FOLLOW DIM TRACK ROAD, PASSING BETWEEN
 PW0520'TWO SMALL HILLS, FOR 0.4 MILE TO THE BASE OF THE HILL, THIS
 PW0520'IS END OF TRUCK TRAVEL FOR CONVENTIONAL DRIVE TRUCKS, FROM
 PW0520'THIS POINT FOLLOW DIM TRACKS UP STEEP GRADE FOR ABOUT 100
 PW0520'YARDS TO AN IRRIGATION DITCH, TURN SHARP LEFT AT THE DITCH
 PW0520'AND FOLLOW THE DITCH WESTERLY FOR 0.15 MILE, TURN SHARP
 PW0520'RIGHT AT THE TOP OF RIDGE (THE AZIMUTH MARK IS ON THE RIGHT
 PW0520'AT THIS POINT) AND FOLLOW THE RIDGE EASTERLY FOR 0.5 MILE TO
 PW0520'THE HIGHEST PART OF THE RIDGE AND STATION.
 PW0520'
 PW0520'STATION MARK IS A U.S. COAST AND GEODETIC SURVEY STATION MARK
 PW0520'CAP BOLTED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 10
 PW0520'INCHES.
 PW0520'
 PW0520'USGS BM WAS USED AS REFERENCE MARK 1.  IT IS A U.S. GEOLOGICAL
 PW0520'SURVEY BENCH MARK CAP BOLTED TO THE TOP OF A 3-INCH IRON PIPE
 PW0520'PROJECTING 24 INCHES.
 PW0520'
 PW0520'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLUMBUS NO 2
 PW0520'1925, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 PW0520'THE GROUND SURFACE.
 PW0520'
 PW0520'AZIMUTH MARK IS A STANDARD DISK, STAMPED COLUMBUS 1925, SET
 PW0520'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 PW0520'SURFACE.  A WHITE POST WAS SET 2 FEET SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0521 ***********************************************************************
 PW0521  DESIGNATION -  COLUMBUS
 PW0521  PID         -  PW0521
 PW0521  STATE/COUNTY-  WY/SHERIDAN
 PW0521  USGS QUAD   -  COLUMBUS PEAK (1993)
 PW0521
 PW0521                         *CURRENT SURVEY CONTROL
 PW0521  ___________________________________________________________________
 PW0521* NAD 83(1993)-  44 55 33.71863(N)    107 23 41.03819(W)     ADJUSTED  
 PW0521* NAVD 88     -      1653.     (meters)    5423.     (feet)  SCALED    
 PW0521  ___________________________________________________________________
 PW0521  LAPLACE CORR-         -18.21  (seconds)                    DEFLEC99
 PW0521  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 PW0521
 PW0521  HORZ ORDER  -  SECOND
 PW0521
 PW0521.The horizontal coordinates were established by classical geodetic methods
 PW0521.and adjusted by the National Geodetic Survey in January 1997..
 PW0521
 PW0521.The orthometric height was scaled from a topographic map.
 PW0521
 PW0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0521
 PW0521.The geoid height was determined by GEOID03.
 PW0521
 PW0521;                    North         East     Units Scale Factor Converg.
 PW0521;SPC WYEC     -   591,646.695   395,152.922   MT  0.99993779   -0 02 36.1
 PW0521;SPC MT       -    77,377.807   766,194.586   MT  1.00004520   +1 32 24.0
 PW0521;SPC MT       -   253,864.20  2,513,761.77   iFT  1.00004520   +1 32 24.0
 PW0521;UTM  13      - 4,977,523.507   311,015.519   MT  1.00003919   -1 41 29.9
 PW0521
 PW0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0521!SPC WYEC     -   0.99974274  x   0.99993779  =   0.99968055
 PW0521!SPC MT       -   0.99974274  x   1.00004520  =   0.99978793
 PW0521!UTM  13      -   0.99974274  x   1.00003919  =   0.99978192
 PW0521
 PW0521                          SUPERSEDED SURVEY CONTROL
 PW0521
 PW0521  NAD 83(1986)-  44 55 33.70664(N)    107 23 41.02289(W) AD(       ) 2
 PW0521  NAD 27      -  44 55 33.82280(N)    107 23 38.71990(W) AD(       ) 2
 PW0521
 PW0521.Superseded values are not recommended for survey control.
 PW0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0521.See file dsdata.txt to determine how the superseded data were derived.
 PW0521
 PW0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1101677524(NAD 83)
 PW0521_MARKER: I = METAL ROD
 PW0521_SETTING: 0 = UNSPECIFIED SETTING
 PW0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0521
 PW0521  HISTORY     - Date     Condition        Report By
 PW0521  HISTORY     - 1925     MONUMENTED       USGS
 PW0521  HISTORY     - 1957     GOOD             CGS
 PW0521
 PW0521                          STATION DESCRIPTION
 PW0521
 PW0521'DESCRIBED BY US GEOLOGICAL SURVEY 1925 (HO)
 PW0521'ABOUT 3-1/2 MILES AIR LINE SOUTHWEST OF PARKMAN, 3/4 MILE SOUTH
 PW0521'OF CHARLEY PAULUS HOUSE, ON SHARP PEAKED RIDGE ON DIVIDE BETWEEN
 PW0521'COLUMBUS CREEK AND TWINS CREEK, 1/2 MILE EAST OF ROAD FROM
 PW0521'PARKMAN WHICH MAKES AROUND WESTERN END OF RIDGE, ON HIGHEST
 PW0521'POINT IN VICINITY.  STATION IS ABOUT 10 FEET SOUTH OF EAST
 PW0521'OF STATION COLUMBUS.  MARK IS IRON PIPE PROJECTING 2 FEET
 PW0521'ABOVE SURFACE OF GROUND.  BEARING FROM STATION TO STATION
 PW0521'COLUMBUS (SEE DESCRIPTION THEREOF) 3.703 METERS (12.15 FEET)
 PW0521'DISTANT, N 52 DEG 14 MIN W.
 PW0521
 PW0521                          STATION RECOVERY (1957)
 PW0521
 PW0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0521'THIS MARK IS LOCATED NEAR TRIANGULATION STATION COLUMBUS 1925.
 PW0521'IT WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 PW0521'A DIFFERENCE OF 0.020 METER WAS NOTED IN THE DISTANCE TO THE
 PW0521'TRIANGULATION STATION.  THE MEASUREMENT IN 1957 WAS MADE WITH
 PW0521'A 30 METER STEEL TAPE.
 PW0521'
 PW0521'IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK CAP BOLTED TO THE
 PW0521'TOP OF A 3-INCH IRON PIPE PROJECTING 24 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0581 ***********************************************************************
 NQ0581  DESIGNATION -  COMBS
 NQ0581  PID         -  NQ0581
 NQ0581  STATE/COUNTY-  WY/CONVERSE
 NQ0581  USGS QUAD   -  ANTELOPE CREEK (1973)
 NQ0581
 NQ0581                         *CURRENT SURVEY CONTROL
 NQ0581  ___________________________________________________________________
 NQ0581* NAD 83(1993)-  42 50 57.95045(N)    105 19 49.24807(W)     ADJUSTED  
 NQ0581* NAVD 88     -      1622.     (meters)    5322.     (feet)  VERTCON   
 NQ0581  ___________________________________________________________________
 NQ0581  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 NQ0581  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 NQ0581
 NQ0581  HORZ ORDER  -  THIRD
 NQ0581
 NQ0581.The horizontal coordinates were established by classical geodetic methods
 NQ0581.and adjusted by the National Geodetic Survey in January 1997..
 NQ0581
 NQ0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0581
 NQ0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0581
 NQ0581.The geoid height was determined by GEOID03.
 NQ0581
 NQ0581;                    North         East     Units Scale Factor Converg.
 NQ0581;SPC WY E     -   260,940.883   186,621.664   MT  0.99993970   -0 06 40.7
 NQ0581;UTM  13      - 4,744,147.468   473,008.321   MT  0.99960896   -0 13 28.8
 NQ0581
 NQ0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0581!SPC WY E     -   0.99974800  x   0.99993970  =   0.99968771
 NQ0581!UTM  13      -   0.99974800  x   0.99960896  =   0.99935705
 NQ0581
 NQ0581                          SUPERSEDED SURVEY CONTROL
 NQ0581
 NQ0581  NAD 83(1986)-  42 50 57.92964(N)    105 19 49.23455(W) AD(       ) 3
 NQ0581  NAD 27      -  42 50 58.04522(N)    105 19 47.29901(W) AD(       ) 3
 NQ0581  NGVD 29 (07/19/86) 1621.     (m)         5318.     (f) VERT ANG       
 NQ0581
 NQ0581.Superseded values are not recommended for survey control.
 NQ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0581.See file dsdata.txt to determine how the superseded data were derived.
 NQ0581
 NQ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7300844147(NAD 83)
 NQ0581_MARKER: DD = SURVEY DISK
 NQ0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0581_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0581+STABILITY: SURFACE MOTION
 NQ0581
 NQ0581  HISTORY     - Date     Condition        Report By
 NQ0581  HISTORY     - 1947     MONUMENTED       USGS
 NQ0581
 NQ0581                          STATION DESCRIPTION
 NQ0581
 NQ0581'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0581'LOCATED ON SE. FINGER OF APPROXIMATE N-S. RIDGE, NEAR W. EDGE OF NW.
 NQ0581'1/4 SEC. 12, T 33 N, R 71 W.
 NQ0581'
 NQ0581'TO REACH STATION FROM DOUGLAS, AT FOURTH AND CENTER STREETS, GO N. ON
 NQ0581'STATE HIGHWAY 59, 6.20 MI. TO Y-RD. N., TURN N. ON COUNTY RD. FOR 2.0
 NQ0581'MI. TO CATTLEGUARD ACROSS RD., CONTINUE 0.45 MI. TO TOP OF RIDGE AND
 NQ0581'FARM RD. W., TURN W. ON FARM RD. AND GO W. AND S. 0.25 MI. TO FENCE
 NQ0581'LINE NW., GO NW. ALONG FENCE 0.1 MI. TO FENCE CORNER, TURN SW. ALONG
 NQ0581'FENCE LINE 0.2 MI., THENCE S. ON DIM RD. 0.3 MI. TO HIGHEST POINT AT
 NQ0581'END OF RIDGE AND STATION.
 NQ0581'
 NQ0581'STATION MARK--STANDARD TABLET STAMPED ---1947 COMBS CHW--- SET IN
 NQ0581'8 X 8 IN. X 4 FT. CONCRETE POST.
 NQ0581'
 NQ0581'REFERENCE MARK NO. 1--A CHISELED ARROW POINTING TOWARD STATION, 122.3
 NQ0581'FT. W. BY SW. OF STATION ON ROCK LEDGE, 1.0 FT. E. OF LARGE PONDEROSA
 NQ0581'PINE TREE.
 NQ0581'
 NQ0581'REFERENCE MARK NO. 2--A CHISELED ARROW POINTING TOWARD STATION, 92.7
 NQ0581'FT. S. BY SE. OF STATION ON SMOOTH RIBBON ROCK OUTCROP IN SMALL
 NQ0581'SADDLE.
 NQ0581'
 NQ0581'LARGE DYING PONDEROSA PINE TREE 148 FT. E. OF STATION ON E. SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0640 ***********************************************************************
 NT0640  DESIGNATION -  COMMISSARY
 NT0640  PID         -  NT0640
 NT0640  STATE/COUNTY-  WY/LINCOLN
 NT0640  USGS QUAD   -  GRAHAM PEAK (1967)
 NT0640
 NT0640                         *CURRENT SURVEY CONTROL
 NT0640  ___________________________________________________________________
 NT0640* NAD 83(1993)-  42 28 08.86614(N)    110 41 16.68903(W)     ADJUSTED  
 NT0640* NAVD 88     -      3145.6    (meters)   10320.     (feet)  VERTCON   
 NT0640  ___________________________________________________________________
 NT0640  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 NT0640  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 NT0640
 NT0640  HORZ ORDER  -  THIRD
 NT0640
 NT0640.The horizontal coordinates were established by classical geodetic methods
 NT0640.and adjusted by the National Geodetic Survey in January 1997..
 NT0640
 NT0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0640
 NT0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0640
 NT0640.The geoid height was determined by GEOID03.
 NT0640
 NT0640;                    North         East     Units Scale Factor Converg.
 NT0640;SPC WY W     -   318,861.493   750,278.115   MT  0.99996791   -0 24 29.7
 NT0640;UTM  12      - 4,701,912.432   525,650.985   MT  0.99960810   +0 12 38.5
 NT0640
 NT0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0640!SPC WY W     -   0.99950867  x   0.99996791  =   0.99947659
 NT0640!UTM  12      -   0.99950867  x   0.99960810  =   0.99911696
 NT0640
 NT0640:                Primary Azimuth Mark                     Grid Az
 NT0640:SPC WY W     -  MT THOMPSON                              071 03 16.5
 NT0640:UTM  12      -  MT THOMPSON                              070 26 08.3
 NT0640
 NT0640|---------------------------------------------------------------------|
 NT0640| PID    Reference Object                     Distance      Geod. Az  |
 NT0640|                                                           dddmmss.s |
 NT0640| NT0637 MT THOMPSON                         APPROX. 8.3 KM 0703846.8 |
 NT0640|---------------------------------------------------------------------|
 NT0640
 NT0640                          SUPERSEDED SURVEY CONTROL
 NT0640
 NT0640  NAD 83(1993)-  42 28 08.86402(N)    110 41 16.69093(W) AD(       ) 3
 NT0640  NAD 83(1986)-  42 28 08.85418(N)    110 41 16.67568(W) AD(       ) 3
 NT0640  NAD 27      -  42 28 09.09125(N)    110 41 14.02418(W) AD(       ) 3
 NT0640  NGVD 29 (07/19/86) 3144.0    (m)        10315.     (f) VERT ANG       
 NT0640
 NT0640.Superseded values are not recommended for survey control.
 NT0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0640.See file dsdata.txt to determine how the superseded data were derived.
 NT0640
 NT0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2565101912(NAD 83)
 NT0640_MARKER: DD = SURVEY DISK
 NT0640_SETTING: 66 = SET IN ROCK OUTCROP
 NT0640_SP_SET: SET IN ROCK OUTCROP
 NT0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0640+STABILITY: POSITION/ELEVATION WELL
 NT0640
 NT0640  HISTORY     - Date     Condition        Report By
 NT0640  HISTORY     - 1934     MONUMENTED       USGS
 NT0640  HISTORY     - 1967     GOOD             USGS
 NT0640
 NT0640                          STATION DESCRIPTION
 NT0640
 NT0640'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NT0640'LOCATED APPROXIMATELY 4 MI. S. OF LA BARGE RANGER STATION, ON THE
 NT0640'SECOND HIGHEST POINT FROM THE N. END OF COMMISSARY RIDGE.
 NT0640'
 NT0640'TO REACH FROM LA BARGE RANGER STATION, TAKE RD. APPROXIMATELY 2 MI.
 NT0640'E. TO POKER CANYON OR DIP CREEK.  CAR CAN BE DRIVEN NO FARTHER.
 NT0640'FOLLOW TRAIL UP DIP CREEK TO SADDLE, THEN CLIMB HILL TO E. AND
 NT0640'FOLLOW RIDGE TO SECOND HIGH POINT FROM THE N.
 NT0640'
 NT0640'RECOVERED, WITH FOLLOWING NOTE
 NT0640'
 NT0640'DESCRIPTION ADEQUATE EXCEPT CREEK IS ---LITTLE CORRAL CREEK---.
 NT0640'
 NT0640'STATION MARK--STANDARD TABLET, CEMENTED IN CENTER OF BOULDER ABOUT 6
 NT0640'FT. SQUARE AND 3 FT. HIGH ON E. SIDE OF TOP, STAMPED ---COMMISSARY
 NT0640'1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0644 ***********************************************************************
 NT0644  DESIGNATION -  COMMISSARY
 NT0644  PID         -  NT0644
 NT0644  STATE/COUNTY-  WY/LINCOLN
 NT0644  USGS QUAD   -  SOUTH FORK MOUNTAIN (1967)
 NT0644
 NT0644                         *CURRENT SURVEY CONTROL
 NT0644  ___________________________________________________________________
 NT0644* NAD 83(1993)-  42 04 35.81200(N)    110 34 14.48262(W)     ADJUSTED  
 NT0644* NAVD 88     -      2889.8    (meters)    9481.     (feet)  VERTCON   
 NT0644  ___________________________________________________________________
 NT0644  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 NT0644  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 NT0644
 NT0644  HORZ ORDER  -  THIRD
 NT0644
 NT0644.The horizontal coordinates were established by classical geodetic methods
 NT0644.and adjusted by the National Geodetic Survey in January 1997..
 NT0644
 NT0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0644
 NT0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0644
 NT0644.The geoid height was determined by GEOID03.
 NT0644
 NT0644;                    North         East     Units Scale Factor Converg.
 NT0644;SPC WY W     -   275,201.994   759,673.102   MT  0.99995750   -0 19 35.7
 NT0644;UTM  12      - 4,658,371.852   535,511.819   MT  0.99961552   +0 17 15.7
 NT0644
 NT0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0644!SPC WY W     -   0.99954901  x   0.99995750  =   0.99950653
 NT0644!UTM  12      -   0.99954901  x   0.99961552  =   0.99916470
 NT0644
 NT0644:                Primary Azimuth Mark                     Grid Az
 NT0644:SPC WY W     -  OYSTER ONE                               052 55 23.7
 NT0644:UTM  12      -  OYSTER ONE                               052 18 32.3
 NT0644
 NT0644|---------------------------------------------------------------------|
 NT0644| PID    Reference Object                     Distance      Geod. Az  |
 NT0644|                                                           dddmmss.s |
 NT0644| NT0643 OYSTER ONE                          APPROX. 6.1 KM 0523548.0 |
 NT0644|---------------------------------------------------------------------|
 NT0644
 NT0644                          SUPERSEDED SURVEY CONTROL
 NT0644
 NT0644  NAD 83(1993)-  42 04 35.80450(N)    110 34 14.48105(W) AD(       ) 3
 NT0644  NAD 83(1986)-  42 04 35.80195(N)    110 34 14.47931(W) AD(       ) 3
 NT0644  NAD 27      -  42 04 36.01529(N)    110 34 11.86196(W) AD(       ) 3
 NT0644  NGVD 29 (07/19/86) 2888.3    (m)         9476.     (f) VERT ANG       
 NT0644
 NT0644.Superseded values are not recommended for survey control.
 NT0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0644.See file dsdata.txt to determine how the superseded data were derived.
 NT0644
 NT0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3551258372(NAD 83)
 NT0644_MARKER: DD = SURVEY DISK
 NT0644_SETTING: 66 = SET IN ROCK OUTCROP
 NT0644
 NT0644  HISTORY     - Date     Condition        Report By
 NT0644  HISTORY     - 1942     MONUMENTED       USGS
 NT0644
 NT0644                          STATION DESCRIPTION
 NT0644
 NT0644'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 NT0644'LOCATED ON HIGHEST TOP (PARTLY TIMBERED) OF SOUTH FORK MOUNTAIN,
 NT0644'ABOUT 20.0 MI. N. OF KEMMERER AND ABOUT 6.0 MI. E. OF HAMS FORK CREEK,
 NT0644'BETWEEN THE HEADS OF LAKE CREEK AND SPRING CREEK.
 NT0644'
 NT0644'TO REACH THE STATION FROM THE KEMMERER RESERVOIR DAM, DRIVE 2.1 MI.
 NT0644'NW. ALONG THE HAMS FORK RD. TO RD. FORK E. UP STEEP EMBANKMENT, TURN
 NT0644'RIGHT E. UP STEEP EMBANKMENT AND DRIVE 6.1 MI. KEEPING TO MAIN
 NT0644'TRAVELED RD. UP RIDGE TO RD. INTERSECTION IN HEAD OF DRAIN, TURN LEFT
 NT0644'N. AND DRIVE 4.7 MI. FOLLOWING DIM RD. ALONG RIDGE TO HIGHEST POINT
 NT0644'AND STATION.
 NT0644'
 NT0644'STATION MARK - STANDARD TABLET STAMPED ---COMMISSARY 1942--- CEMENTED
 NT0644'IN ROCK IN PLACE ON HIGHEST PART OF TOP.
 NT0644'
 NT0644'REFERENCE MARK NO.1- COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR
 NT0644'BLAZE ON E. SIDE OF 6-IN. FIR TREE, 31.00 FT. FROM STATION,
 NT0644'S 34 DEG 50 MIN E.
 NT0644'
 NT0644'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR
 NT0644'BLAZE ON S. SIDE OF 8 IN. FIR TREE, 60.47 FT. FROM STATION,
 NT0644'S 33 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0504 ***********************************************************************
 MP0504  DESIGNATION -  COMO
 MP0504  PID         -  MP0504
 MP0504  STATE/COUNTY-  WY/ALBANY
 MP0504  USGS QUAD   -  AURORA LAKE (1971)
 MP0504
 MP0504                         *CURRENT SURVEY CONTROL
 MP0504  ___________________________________________________________________
 MP0504* NAD 83(1993)-  41 53 05.54266(N)    106 03 35.02734(W)     ADJUSTED  
 MP0504* NAVD 88     -      2189.1    (meters)    7182.     (feet)  VERTCON   
 MP0504  ___________________________________________________________________
 MP0504  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 MP0504  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 MP0504
 MP0504  HORZ ORDER  -  SECOND
 MP0504
 MP0504.The horizontal coordinates were established by classical geodetic methods
 MP0504.and adjusted by the National Geodetic Survey in January 1997..
 MP0504
 MP0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0504
 MP0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0504
 MP0504.The geoid height was determined by GEOID03.
 MP0504
 MP0504;                    North         East     Units Scale Factor Converg.
 MP0504;SPC WY E     -   154,176.782   125,880.119   MT  1.00000508   -0 35 46.6
 MP0504;SPC WYEC     -   254,575.525   505,703.362   MT  1.00007494   +0 51 01.4
 MP0504;UTM  13      - 4,637,536.818   412,077.125   MT  0.99969512   -0 42 27.2
 MP0504
 MP0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0504!SPC WY E     -   0.99965875  x   1.00000508  =   0.99966383
 MP0504!SPC WYEC     -   0.99965875  x   1.00007494  =   0.99973367
 MP0504!UTM  13      -   0.99965875  x   0.99969512  =   0.99935398
 MP0504
 MP0504:                Primary Azimuth Mark                     Grid Az
 MP0504:SPC WY E     -  PINE                                     222 17 34.4
 MP0504:SPC WYEC     -  PINE                                     220 50 46.4
 MP0504:UTM  13      -  PINE                                     222 24 15.0
 MP0504
 MP0504|---------------------------------------------------------------------|
 MP0504| PID    Reference Object                     Distance      Geod. Az  |
 MP0504|                                                           dddmmss.s |
 MP0504| MP0506 PINE                                APPROX.13.9 KM 2214147.8 |
 MP0504| MP0507 MEDICINE BOW TANK                   APPROX.11.7 KM 2765210.6 |
 MP0504|---------------------------------------------------------------------|
 MP0504
 MP0504                          SUPERSEDED SURVEY CONTROL
 MP0504
 MP0504  NAD 83(1986)-  41 53 05.52986(N)    106 03 35.02107(W) AD(       ) 2
 MP0504  NAD 27      -  41 53 05.65000(N)    106 03 32.97500(W) AD(       ) 2
 MP0504  NGVD 29 (07/19/86) 2188.0    (m)         7178.     (f) VERT ANG       
 MP0504
 MP0504.Superseded values are not recommended for survey control.
 MP0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0504.See file dsdata.txt to determine how the superseded data were derived.
 MP0504
 MP0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG1207737537(NAD 83)
 MP0504_MARKER: DD = SURVEY DISK
 MP0504_SETTING: 80 = SET IN A BOULDER
 MP0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0504+STABILITY: SURFACE MOTION
 MP0504
 MP0504  HISTORY     - Date     Condition        Report By
 MP0504  HISTORY     - 1933     MONUMENTED       USGS
 MP0504  HISTORY     - 1953     GOOD             USGS
 MP0504  HISTORY     - 1958     GOOD             CGS
 MP0504  HISTORY     - 1974     GOOD             DMA
 MP0504
 MP0504                          STATION DESCRIPTION
 MP0504
 MP0504'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MP0504'ABOUT 8 MILES EAST OF MEDICINE BOW, 1/2 MILE EAST OF CARBON-ALBANY
 MP0504'COUNTY LINE, IN T. 22 N., R. 77 W., ON ROUNDED HUMP ON LONG
 MP0504'EAST-AND-WEST RIDGE KNOWN AS COMO RIDGE.  TO REACH FROM
 MP0504'MEDICINE BOW, GO EAST 6.3 MILES ON U.S. HIGHWAY 30 TO COUNTY
 MP0504'LINE, FOLLOW LEFT FORK (OLD ROAD) 0.1 MILE, TURN LEFT AND
 MP0504'FOLLOW ROAD 1.4 MILES TOWARD RIDGE, AND GO NORTH ACROSS COUNTRY
 MP0504'TO RIDGE.  MARKED BY STANDARD U.S. GEOLOGICAL SURVEY STATION
 MP0504'DISK SET IN ROCK.
 MP0504
 MP0504                          STATION RECOVERY (1953)
 MP0504
 MP0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MP0504'THE STATION WAS ESTABLISHED IN SEC. 16, T 22 N, R 77 W, ABOUT 7 MI.
 MP0504'E. OF MEDICINE BOW, ON A HIGH BALD RIDGE, LOCALLY KNOWN AS COMO
 MP0504'RIDGE.
 MP0504'
 MP0504'THIS STATION CAN BE REACHED BY DRIVING E. ALONG THE RAILROAD FROM
 MP0504'MEDICINE BOW TO A POINT WHERE THE RD. BENDS SHARPLY TOWARD THE S.,
 MP0504'THEN FOLLOW A DIM TRAIL ON THE S. SIDE OF THE RIDGE FOR A MI., AND
 MP0504'THENCE DIRECT TO THE STATION.  THE STATION IS NEARLY DUE S. OF THE
 MP0504'E. END OF AURORA LAKE.
 MP0504'
 MP0504'RECOVERED.
 MP0504'
 MP0504'STATION MARK--BRONZE USGS TABLET, SET IN SOLID ROCK.
 MP0504'
 MP0504'REFERENCE MARK NO. 1--ARROWHEAD CUT IN ROCK, DISTANT 9.90 FT. W. 60
 MP0504'DEGREES E.
 MP0504'
 MP0504'REFERENCE MARK NO. 2--ARROWHEAD CUT IN ROCK, DISTANT 24.30 FT. W.
 MP0504
 MP0504                          STATION RECOVERY (1958)
 MP0504
 MP0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MP0504'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE
 MP0504'AND CORRECT EXCEPT FOR THE FOLLOWING.  TO REACH FROM RAILROAD
 MP0504'DEPOT IN MEDICINE BOW GO 6.8 MILES SOUTHEASTERLY ON U.S.
 MP0504'HIGHWAY 30 TO CARBON-ALBANY COUNTY LINE AND SERVICE STATION
 MP0504'ON LEFT, CONTINUE ABOUT 0.05 MILE TO WIRE GATE AND DIRT ROAD
 MP0504'ON LEFT JUST EAST OF SERVICE STATION, TAKE DIRT ROAD 0.5
 MP0504'EAST AND NORTH TO WIRE GATE, PASS THROUGH WIRE GATE, TAKE
 MP0504'DIM TRACK ROAD ABOUT 1.0 MILE NORTHEASTERLY TO END OF TRUCK
 MP0504'TRAVEL, PACK ABOUT 0.5 MILE NORTHEASTERLY TO HIGHEST POINT
 MP0504'ON RIDGE AND STATION.
 MP0504
 MP0504                          STATION RECOVERY (1974)
 MP0504
 MP0504'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 MP0504'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 MP0504'NO REFERENCE MARKS WERE RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0145 ***********************************************************************
 NS0145  DESIGNATION -  CONANT
 NS0145  PID         -  NS0145
 NS0145  STATE/COUNTY-  WY/FREMONT
 NS0145  USGS QUAD   -  CAMPBELL RIDGE (1953)
 NS0145
 NS0145                         *CURRENT SURVEY CONTROL
 NS0145  ___________________________________________________________________
 NS0145* NAD 83(1993)-  42 53 51.77165(N)    108 03 11.06241(W)     ADJUSTED  
 NS0145* NAVD 88     -      1771.     (meters)    5810.     (feet)  VERTCON   
 NS0145  ___________________________________________________________________
 NS0145  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 NS0145  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 NS0145
 NS0145  HORZ ORDER  -  THIRD
 NS0145
 NS0145.The horizontal coordinates were established by classical geodetic methods
 NS0145.and adjusted by the National Geodetic Survey in January 1997..
 NS0145
 NS0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0145
 NS0145.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0145
 NS0145.The geoid height was determined by GEOID03.
 NS0145
 NS0145;                    North         East     Units Scale Factor Converg.
 NS0145;SPC WYWC     -   266,527.039   656,918.832   MT  0.99997734   +0 28 27.9
 NS0145;UTM  12      - 4,753,670.031   740,605.163   MT  1.00031225   +2 00 24.9
 NS0145;UTM  13      - 4,753,979.215   250,727.846   MT  1.00036449   -2 04 45.4
 NS0145
 NS0145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0145!SPC WYWC     -   0.99972449  x   0.99997734  =   0.99970184
 NS0145!UTM  12      -   0.99972449  x   1.00031225  =   1.00003665
 NS0145!UTM  13      -   0.99972449  x   1.00036449  =   1.00008888
 NS0145
 NS0145:                Primary Azimuth Mark                     Grid Az
 NS0145:SPC WYWC     -  CONANT AZ MK                             117 05 30.7
 NS0145:UTM  12      -  CONANT AZ MK                             115 33 33.7
 NS0145:UTM  13      -  CONANT AZ MK                             119 38 44.0
 NS0145
 NS0145|---------------------------------------------------------------------|
 NS0145| PID    Reference Object                     Distance      Geod. Az  |
 NS0145|                                                           dddmmss.s |
 NS0145| NS0146 CONANT AZ MK                        APPROX. 3.6 KM 1173358.6 |
 NS0145| CP4727 CONANT RM 1                          13.380 METERS 21218     |
 NS0145| CP4728 CONANT RM 2                          11.521 METERS 30610     |
 NS0145|---------------------------------------------------------------------|
 NS0145
 NS0145                          SUPERSEDED SURVEY CONTROL
 NS0145
 NS0145  NAD 83(1986)-  42 53 51.75756(N)    108 03 11.06696(W) AD(       ) 3
 NS0145  NAD 27      -  42 53 51.90400(N)    108 03 08.74400(W) AD(       ) 3
 NS0145  NGVD 29 (07/19/86) 1770.     (m)         5807.     (f) VERT ANG       
 NS0145
 NS0145.Superseded values are not recommended for survey control.
 NS0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0145.See file dsdata.txt to determine how the superseded data were derived.
 NS0145
 NS0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN4060553670(NAD 83)
 NS0145_MARKER: DS = TRIANGULATION STATION DISK
 NS0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0145
 NS0145  HISTORY     - Date     Condition        Report By
 NS0145  HISTORY     - 1936     MONUMENTED       CGS
 NS0145  HISTORY     - 1950     GOOD             USGS
 NS0145
 NS0145                          STATION DESCRIPTION
 NS0145
 NS0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0145'ABOUT 35 MILES EAST BY NORTH OF LANDER, ABOUT 19 MILES EAST-SOUTHEAST
 NS0145'OF RIVERTON, ON BARE HILL AT HEAD OF SIDE VALLEY RUNNING
 NS0145'INTO CONANT CREEK FROM WEST.  TO REACH FROM JUNCTION OF EAST
 NS0145'MAIN STREET AND U.S. HIGHWAY 320 IN RIVERTON, FOLLOW ROAD
 NS0145'SOUTHERLY TOWARDS LANDER 1.1 MILES TO Y JUST BEYOND WIND
 NS0145'RIVER STEEL BRIDGE.  BEAR LEFT OFF PAVEMENT ONTO SANDRAW ROAD
 NS0145'AND GO 1.3 MILES.  TURN LEFT (EAST) ONTO T-ROAD PASSING BETWEEN
 NS0145'TWO STONE CAIRNS ON FENCE LINE AND GO 0.5 MILE TO Y AT FENCE
 NS0145'CORNER ON LEFT.  BEAR RIGHT AND GO 3.4 MILES TO Y.  BEAR
 NS0145'LEFT ONTO MUSKRAT ROAD AND GO 3.4 MILES TO BRIDGE IN WASH.
 NS0145'CROSS BRIDGE AND CONTINUE ON MAIN-TRAVELED ROAD 4.3 MILES
 NS0145'TO Y.  BEAR LEFT WITH MAIN-TRAVELED ROAD AND GO 0.5 MILE,
 NS0145'OR 0.1 MILE BEYOND PLANK CORDUROY IN WASH.  BEAR RIGHT
 NS0145'ONTO OLD AND WELL-TRAVELED ROAD WHICH WINDS IN GENERAL
 NS0145'DIRECTION ALONG WEST SIDE OF DRAINAGE OF MUSKRAT AND CONANT
 NS0145'CREEKS 4.7 MILES TO Y.  BEAR LEFT AND GO 3.9 MILES TO
 NS0145'REVERSED Y AT WIRE GATE IN FENCE, FROM WHICH LON POSTONS
 NS0145'RANCH BUILDINGS ARE PLAINLY VISIBLE, DISTANT 0.3 MILE.
 NS0145'TURN SHARPLY BACK TO RIGHT AND FOLLOW DIM ROAD UP DRAW
 NS0145'1.4 MILES TO Y.  BEAR LEFT AND DRIVE UP HILL 0.4 MILE TO
 NS0145'TOP AND STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 NS0145'DISKS IN CONCRETE.  REFERENCE MARKS
 NS0145'ARE STANDARD DISKS IN SQUARE CONCRETE POSTS.  NO. 1 IS 13.380
 NS0145'METERS (43.90 FEET) SOUTHWEST FROM STATION S 32 DEG 18 MIN W.
 NS0145'NO. 2 IS 11.521 METERS (37.80 FEET) NORTHWEST N 53 DEG 50 MIN W.
 NS0145'CONANT AZIMUTH MARK (SEE GEOGRAPHIC
 NS0145'POSITION AND DESCRIPTION THEREOF) IS MARKED BY A STANDARD
 NS0145'DISK IN OUTCROPPING BEDROCK, AND IS 2 MILES EAST OF STATION
 NS0145'S 62 DEG 26 MIN E.
 NS0145
 NS0145                          STATION RECOVERY (1950)
 NS0145
 NS0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950 (MLR)
 NS0145'STATION FOUND IN GOOD CONDITION.
 NS0145'DESCRIPTION FOLLOWS
 NS0145'
 NS0145'TO REACH FROM RIVERTON POST OFFICE, FOLLOW MAIN STREET W. TO JUNCTION
 NS0145'OF U.S. 26 AND 320.  TURN RIGHT AND FOLLOW MAIN RD. TO LANDER FOR 1.0
 NS0145'MI.  TURN LEFT ON GRAVEL RD. AFTER CROSSING BRIDGE OVER WIND RIVER AND
 NS0145'PROCEED SE. FOR 1.3 MI. TO T-RD. E. (MUSKRAT RD.).  TURN LEFT AND
 NS0145'FOLLOW MAIN GRADED RD. TO INDIAN RESERVATION FENCE, 11.4 MI.  CONTINUE
 NS0145'E. ON MAIN GRADED RD. FOR 5.5 MI. TO T-RD. TO S.  TURN RIGHT, S. FOR
 NS0145'3.5 MI. TO FORK.  TAKE LEFT FORK AND DRIVE ON MAIN RD. FOR 2.5 MI. TO
 NS0145'DIM TRAIL INTERSECTING MAIN RD. AT CURVE.  TURN RIGHT, SW., INTO
 NS0145'TRAIL, AND PROCEED 0.5 MI. TO FORK IN TRAIL.  TAKE LEFT FORK 0.3 MI.
 NS0145'TO HIGHEST POINT AND STATION.
 NS0145'
 NS0145'STATION MARK--STANDARD DISK SET IN CONCRETE, AND STAMPED ---CONANT
 NS0145'1936---.
 NS0145'
 NS0145'REFERENCE MARK NO. 1--STANDARD DISK SET IN CONCRETE, 13.380 METERS
 NS0145'(43.90 FT.) SW. FROM STATION, S 32 DEG 18 MIN W.
 NS0145'
 NS0145'REFERENCE MARK NO. 2--STANDARD DISK SET IN CONCRETE, 11.521 METERS
 NS0145'(37.80 FT.) NW. FROM STATION, N 53 DEG 50 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0146 ***********************************************************************
 NS0146  DESIGNATION -  CONANT AZ MK
 NS0146  PID         -  NS0146
 NS0146  STATE/COUNTY-  WY/FREMONT
 NS0146  USGS QUAD   -  CAMPBELL RIDGE (1953)
 NS0146
 NS0146                         *CURRENT SURVEY CONTROL
 NS0146  ___________________________________________________________________
 NS0146* NAD 83(1993)-  42 52 57.71688(N)    108 00 50.32301(W)     ADJUSTED  
 NS0146* NAVD 88     -      1752.     (meters)    5748.     (feet)  VERTCON   
 NS0146  ___________________________________________________________________
 NS0146  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 NS0146  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 NS0146
 NS0146  HORZ ORDER  -  THIRD
 NS0146
 NS0146.The horizontal coordinates were established by classical geodetic methods
 NS0146.and adjusted by the National Geodetic Survey in January 1997..
 NS0146
 NS0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0146
 NS0146.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0146
 NS0146.The geoid height was determined by GEOID03.
 NS0146
 NS0146;                    North         East     Units Scale Factor Converg.
 NS0146;SPC WYWC     -   264,886.263   660,126.303   MT  0.99998196   +0 30 03.2
 NS0146;UTM  12      - 4,752,115.079   743,856.474   MT  1.00033164   +2 01 58.7
 NS0146;UTM  13      - 4,752,196.511   253,860.213   MT  1.00034540   -2 03 07.3
 NS0146
 NS0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0146!SPC WYWC     -   0.99972745  x   0.99998196  =   0.99970942
 NS0146!UTM  12      -   0.99972745  x   1.00033164  =   1.00005900
 NS0146!UTM  13      -   0.99972745  x   1.00034540  =   1.00007276
 NS0146
 NS0146:                Primary Azimuth Mark                     Grid Az
 NS0146:SPC WYWC     -  CONANT                                   297 05 31.2
 NS0146:UTM  12      -  CONANT                                   295 33 35.7
 NS0146:UTM  13      -  CONANT                                   299 38 41.7
 NS0146
 NS0146|---------------------------------------------------------------------|
 NS0146| PID    Reference Object                     Distance      Geod. Az  |
 NS0146|                                                           dddmmss.s |
 NS0146| NS0145 CONANT                              APPROX. 3.6 KM 2973534.4 |
 NS0146|---------------------------------------------------------------------|
 NS0146
 NS0146                          SUPERSEDED SURVEY CONTROL
 NS0146
 NS0146  NAD 83(1986)-  42 52 57.70280(N)    108 00 50.32709(W) AD(       ) 3
 NS0146  NAD 27      -  42 52 57.84900(N)    108 00 48.01300(W) AD(       ) 3
 NS0146  NGVD 29 (07/19/86) 1751.     (m)         5745.     (f) VERT ANG       
 NS0146
 NS0146.Superseded values are not recommended for survey control.
 NS0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0146.See file dsdata.txt to determine how the superseded data were derived.
 NS0146
 NS0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN4385652115(NAD 83)
 NS0146_MARKER: DS = TRIANGULATION STATION DISK
 NS0146_SETTING: 66 = SET IN ROCK OUTCROP
 NS0146_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NS0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0146+STABILITY: POSITION/ELEVATION WELL
 NS0146
 NS0146  HISTORY     - Date     Condition        Report By
 NS0146  HISTORY     - 1936     MONUMENTED       CGS
 NS0146  HISTORY     - 1950     GOOD             USGS
 NS0146
 NS0146                          STATION DESCRIPTION
 NS0146
 NS0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0146'ABOUT 21-1/2 MILES EAST-SOUTHEAST OF RIVERTON, 1-1/2 MILES
 NS0146'SOUTH BY EAST OF POSTONS RANCH, 1/4 MILE EAST OF CONANT CREEK,
 NS0146'ON SECOND POINT OF BLUFF EAST OF CREEK, 0.4 MILE WEST OF
 NS0146'HIGHEST POINT OF BLUFF, AT SOUTH EDGE OF CREST OF BLUFF, 10
 NS0146'FEET EAST OF STONE CAIRN, AND IN RANGE WITH POSTONS RANCH AND
 NS0146'EAST END OF HIGHEST RIDGE ON HORIZON TO SOUTH.  TO REACH
 NS0146'FROM RIVERTON, FOLLOW ROUTE GIVEN IN DESCRIPTION OF STATION
 NS0146'CONANT (P. 162) UNTIL WIRE GATE 0.3 MILE FROM POSTONS RANCH
 NS0146'IS REACHED.  PASS THROUGH GATE, GO 0.3 MILE, TURN RIGHT ALONG
 NS0146'EAST SIDE OF OPEN RESERVOIR AT RANCH.  AND GO SOUTH ON ROAD
 NS0146'UP VALLEY 0.4 MILE.  PASS THROUGH GATE AND GO 0.6 MILE.
 NS0146'PASS THROUGH GATE, GO 50 YARDS, BEAR LEFT ON DIM ROAD AND GO
 NS0146'0.5 MILE.  TURN LEFT THROUGH GATE IN CREEK FENCE, CROSS
 NS0146'CREEK, BEAR LEFT AND GO NORTHEAST ACROSS COUNTRY 0.3 MILE
 NS0146'TO WHERE GULLY BREAKS THROUGH BLUFF, AND END OF TRUCK
 NS0146'TRAVEL.  GO ABOUT 50 YARDS TO TOP OF BLUFF, THENCE
 NS0146'ALONG CREST ABOUT 50 YARDS TO STATION.  MARK IS
 NS0146'STANDARD DISK IN OUTCROPPING BEDROCK.  STATION
 NS0146'CONANT (SEE GEOGRAPHIC POSITION AND DESCRIPTION THEREOF)
 NS0146'IS ABOUT 2 MILES DISTANT N 62 DEG 24 MIN W.
 NS0146'BEARING TO WESTERLY OF THREE SURFACE TANKS AT POSTONS
 NS0146'RANCH.  DISTANT ABOUT 1-1/2 MILES, IS N 03 DEG 34 MIN W.
 NS0146
 NS0146                          STATION RECOVERY (1950)
 NS0146
 NS0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NS0146'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 NS0146'STATION OCCUPIED FOR VERTICAL ANGLES
 NS0146'AND SUPPLEMENTAL OBS. ONLY.  USGS DESCRIPTION FOLLOWS
 NS0146'
 NS0146'NEW DESCRIPTION BY USGS AS FOLLOWS - NECESSARY DUE TO RELOCATION OF
 NS0146'COUNTY RD. SYSTEM.
 NS0146'
 NS0146'STATION LOCATED ABOUT 10 MI. S. AND 19 MI. E. OF RIVERTON, WYOMING,
 NS0146'ON LOW BLUFF E. OF CONANT CREEK IN SW. 1/4 OF SEC. 29, T 34 N, R 93 W.
 NS0146'
 NS0146'TO REACH STATION FROM POST OFFICE IN RIVERTON, WYOMING, PROCEED E. ON
 NS0146'WYOMING HIGHWAY 320 3 BLOCKS, THENCE RIGHT (S.) ALONG HIGHWAY 320 1.15
 NS0146'MI. TO Y-FORK JUST BEYOND BRIDGE OVER WIND RIVER, THENCE LEFT (SE.)
 NS0146'ONTO SANDRAW RD. 1.3 MI. TO T-JUNCTION E., THENCE LEFT (E.) ONTO
 NS0146'MUSKRAT RD. 4.1 MI. TO Y-FORK, THENCE RIGHT (E.) KEEPING TO MAIN
 NS0146'TRAVELED RD. E. 14.0 MI. TO T-JUNCTION S., THENCE RIGHT (S.) KEEPING
 NS0146'ON MAIN RD. 7.7 MI. TO GATE WITHIN SIGHT OF POSTONS RANCH, THENCE
 NS0146'THROUGH GATE 0.3 MI. AND TURN RIGHT ALONG E. SIDE OF OPEN RESERVOIR
 NS0146'AT RANCH, PROCEED 1.0 MI. S. UP VALLEY TO GATE, THENCE THROUGH GATE
 NS0146'FOR ABOUT 50 YDS. AND BEAR LEFT ON DIM RD. 0.5 MI. TO FENCE AND GATE,
 NS0146'THENCE THROUGH GATE AND BEAR RIGHT CROSSING CONANT CREEK, THENCE LEFT
 NS0146'(NE.) CROSS COUNTRY 0.3 MI. TO WHERE GULLY BREAKS THROUGH BLUFF,
 NS0146'PROCEED ALONG BLADED RD. TO TOP OF BLUFF, TURN LEFT ALONG RIM OF
 NS0146'BLUFF FOR 50 YDS. TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0332 ***********************************************************************
 OV0332  DESIGNATION -  CONE
 OV0332  PID         -  OV0332
 OV0332  STATE/COUNTY-  WY/JOHNSON
 OV0332  USGS QUAD   -  SUSSEX (1973)
 OV0332
 OV0332                         *CURRENT SURVEY CONTROL
 OV0332  ___________________________________________________________________
 OV0332* NAD 83(1993)-  43 37 54.62297(N)    106 19 58.27500(W)     ADJUSTED  
 OV0332* NAVD 88     -      1500.5    (meters)    4923.     (feet)  VERTCON   
 OV0332  ___________________________________________________________________
 OV0332  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 OV0332  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 OV0332
 OV0332  HORZ ORDER  -  THIRD
 OV0332
 OV0332.The horizontal coordinates were established by classical geodetic methods
 OV0332.and adjusted by the National Geodetic Survey in January 1997..
 OV0332
 OV0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0332
 OV0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0332
 OV0332.The geoid height was determined by GEOID03.
 OV0332
 OV0332;                    North         East     Units Scale Factor Converg.
 OV0332;SPC WYEC     -   448,332.491   480,734.311   MT  1.00001764   +0 41 25.4
 OV0332;UTM  13      - 4,831,846.430   392,480.567   MT  0.99974219   -0 55 11.2
 OV0332
 OV0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0332!SPC WYEC     -   0.99976695  x   1.00001764  =   0.99978458
 OV0332!UTM  13      -   0.99976695  x   0.99974219  =   0.99950920
 OV0332
 OV0332:                Primary Azimuth Mark                     Grid Az
 OV0332:SPC WYEC     -  RIG                                      258 24 26.4
 OV0332:UTM  13      -  RIG                                      260 01 03.0
 OV0332
 OV0332|---------------------------------------------------------------------|
 OV0332| PID    Reference Object                     Distance      Geod. Az  |
 OV0332|                                                           dddmmss.s |
 OV0332| OV0334 RIG                                 APPROX. 6.8 KM 2590551.8 |
 OV0332|---------------------------------------------------------------------|
 OV0332
 OV0332                          SUPERSEDED SURVEY CONTROL
 OV0332
 OV0332  NAD 83(1986)-  43 37 54.60424(N)    106 19 58.24876(W) AD(       ) 3
 OV0332  NAD 27      -  43 37 54.69920(N)    106 19 56.14935(W) AD(       ) 3
 OV0332  NGVD 29 (07/19/86) 1499.7    (m)         4920.     (f) VERT ANG       
 OV0332
 OV0332.Superseded values are not recommended for survey control.
 OV0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0332.See file dsdata.txt to determine how the superseded data were derived.
 OV0332
 OV0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ9248131846(NAD 83)
 OV0332_MARKER: DS = TRIANGULATION STATION DISK
 OV0332_SETTING: 66 = SET IN ROCK OUTCROP
 OV0332_SP_SET: SET IN ROCK OUTCROP
 OV0332_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0332+STABILITY: POSITION/ELEVATION WELL
 OV0332
 OV0332  HISTORY     - Date     Condition        Report By
 OV0332  HISTORY     - 1958     MONUMENTED       USGS
 OV0332
 OV0332                          STATION DESCRIPTION
 OV0332
 OV0332'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0332'STATION IS LOCATED ABOUT 15.5 MI. AIR SE. OF KAYCEE AND ABOUT 8.0 MI.
 OV0332'AIR NW. OF LINCH,WYOMING.
 OV0332'
 OV0332'TO REACH STATION FROM LINCH POST OFFICE, GO S.ONE BLOCK,THENCE 8.7 MI.
 OV0332'W.ALONG MAIN TRAVELED GRADED RD.TO A T-TRAIL N.,THENCE N.ALONG TRAIL
 OV0332'0.2 MI. TO A TRAIL FORK, TAKE LEFT FORK 0.1 MI. TO BASE OF CONE SHAPED
 OV0332'HILL AND END OF TRUCK TRAVEL.  STATION IS A 5 MIN. PACK UP CONE SHAPED
 OV0332'HILL.
 OV0332'
 OV0332'STATION MARK - STANDARD TABLET SET IN A ROCK OUTCROP, STAMPED,
 OV0332'--- CONE 1958.---
 OV0332'
 OV0332'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1189 ***********************************************************************
 MO1189  DESIGNATION -  CONE
 MO1189  PID         -  MO1189
 MO1189  STATE/COUNTY-  WY/ALBANY
 MO1189  USGS QUAD   -  BALDY MOUNTAIN (1981)
 MO1189
 MO1189                         *CURRENT SURVEY CONTROL
 MO1189  ___________________________________________________________________
 MO1189* NAD 83(1993)-  41 31 23.95542(N)    105 25 43.51533(W)     ADJUSTED  
 MO1189* NAVD 88     -      2411.4    (meters)    7911.     (feet)  VERTCON   
 MO1189  ___________________________________________________________________
 MO1189  LAPLACE CORR-          -9.39  (seconds)                    DEFLEC99
 MO1189  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 MO1189
 MO1189  HORZ ORDER  -  THIRD
 MO1189
 MO1189.The horizontal coordinates were established by classical geodetic methods
 MO1189.and adjusted by the National Geodetic Survey in January 1997..
 MO1189
 MO1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1189
 MO1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1189
 MO1189.The geoid height was determined by GEOID03.
 MO1189
 MO1189;                    North         East     Units Scale Factor Converg.
 MO1189;SPC WY E     -   113,670.089   178,125.901   MT  0.99994339   -0 10 25.5
 MO1189;UTM  13      - 4,596,942.030   464,227.782   MT  0.99961575   -0 17 03.2
 MO1189
 MO1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1189!SPC WY E     -   0.99962376  x   0.99994339  =   0.99956717
 MO1189!UTM  13      -   0.99962376  x   0.99961575  =   0.99923966
 MO1189
 MO1189:                Primary Azimuth Mark                     Grid Az
 MO1189:SPC WY E     -  TAURIS                                   295 16 58.8
 MO1189:UTM  13      -  TAURIS                                   295 23 36.5
 MO1189
 MO1189|---------------------------------------------------------------------|
 MO1189| PID    Reference Object                     Distance      Geod. Az  |
 MO1189|                                                           dddmmss.s |
 MO1189| MO1190 TAURIS                              APPROX. 5.8 KM 2950633.3 |
 MO1189|---------------------------------------------------------------------|
 MO1189
 MO1189                          SUPERSEDED SURVEY CONTROL
 MO1189
 MO1189  NAD 83(1986)-  41 31 23.94060(N)    105 25 43.51227(W) AD(       ) 3
 MO1189  NAD 27      -  41 31 24.02879(N)    105 25 41.57131(W) AD(       ) 3
 MO1189  NGVD 29 (07/19/86) 2410.3    (m)         7908.     (f) VERT ANG       
 MO1189
 MO1189.Superseded values are not recommended for survey control.
 MO1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1189.See file dsdata.txt to determine how the superseded data were derived.
 MO1189
 MO1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6422896942(NAD 83)
 MO1189_MARKER: DD = SURVEY DISK
 MO1189_SETTING: 0 = UNSPECIFIED SETTING
 MO1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1189
 MO1189  HISTORY     - Date     Condition        Report By
 MO1189  HISTORY     - 1947     MONUMENTED       USGS
 MO1189
 MO1189                          STATION DESCRIPTION
 MO1189
 MO1189'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1189'STATION IS LOCATED IN SEC. 25, T 18 N, R 72 W, ON ROCKY KNOLL.
 MO1189'
 MO1189'TO REACH FROM LARAMIE POST OFFICE, GO 7.3 MI. E. ON IVINSON AVE.,
 MO1189'THENCE N. ON 9TH STREET TO A SIDE RD. JUST AFTER CROSSING SMALL
 MO1189'BRIDGE, THENCE LEFT 6.8 MI. OVER SUMMIT TO RD. FORK, THENCE RIGHT
 MO1189'1.7 MI. TO A RD. FORK, THENCE 1.0 MI. TO RD. FORK, THENCE RIGHT
 MO1189'2.1 MI. TO RD. FORK, THENCE LEFT 0.4 MI. TO A POINT ACROSS DRAIN,
 MO1189'LEAVE RD. AND GO LEFT (W-NW.) 1.2 MI. TO HIGH POINT AND STATION.
 MO1189'
 MO1189'STATION MARK--STANDARD TABLET, STAMPED ---CONE 1947---.
 MO1189'
 MO1189'REFERENCE MARK NO. 1--DRILL HOLE IN CHISELED ARROW, 30.9 FT.,
 MO1189'S 17 DEG W.
 MO1189'
 MO1189'REFERENCE MARK NO. 2--DRILL HOLE IN CHISELED ARROW, 16.9 FT.,
 MO1189'N 65 DEG W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0296 ***********************************************************************
 NS0296  DESIGNATION -  CONE CONICAL BARE BUTTE
 NS0296  PID         -  NS0296
 NS0296  STATE/COUNTY-  WY/SUBLETTE
 NS0296  USGS QUAD   -  TABERNACLE BUTTE (1969)
 NS0296
 NS0296                         *CURRENT SURVEY CONTROL
 NS0296  ___________________________________________________________________
 NS0296* NAD 83(1993)-  42 26 02.84976(N)    109 22 36.93934(W)     ADJUSTED  
 NS0296* NAVD 88     -                                                        
 NS0296  ___________________________________________________________________
 NS0296  LAPLACE CORR-           7.68  (seconds)                    DEFLEC99
 NS0296  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 NS0296
 NS0296  HORZ ORDER  -  THIRD
 NS0296
 NS0296.The horizontal coordinates were established by classical geodetic methods
 NS0296.and adjusted by the National Geodetic Survey in January 1997..
 NS0296
 NS0296
 NS0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0296
 NS0296.The geoid height was determined by GEOID03.
 NS0296
 NS0296;                    North         East     Units Scale Factor Converg.
 NS0296;SPC WY W     -   315,037.985   858,123.268   MT  0.99997905   +0 28 36.0
 NS0296;UTM  12      - 4,699,254.522   633,503.113   MT  0.99981929   +1 05 43.1
 NS0296
 NS0296                          SUPERSEDED SURVEY CONTROL
 NS0296
 NS0296  NAD 83(1986)-  42 26 02.83206(N)    109 22 36.92311(W) AD(       ) 4
 NS0296  NAD 27      -  42 26 03.00500(N)    109 22 34.48200(W) AD(       ) 3
 NS0296
 NS0296.Superseded values are not recommended for survey control.
 NS0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0296.See file dsdata.txt to determine how the superseded data were derived.
 NS0296
 NS0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM3350399255(NAD 83)
 NS0296
 NS0296  HISTORY     - Date     Condition        Report By
 NS0296  HISTORY     - UNK      MONUMENTED
 NS0296  HISTORY     - 1956     SEE DESCRIPTION  USFS
 NS0296
 NS0296                          STATION DESCRIPTION
 NS0296
 NS0296'DESCRIBED BY US FOREST SERVICE 1956
 NS0296'STATION IS ON THE SOUTHEAST AND HIGHEST PART OF A CONICAL
 NS0296'BUTTE.  A CHELED CROSS IN VERY SOFT ROCK WAS FOUND OVER WHICH
 NS0296'WAS A SMALL CROSSED FLAGPOLE.  A NAIL WAS DRIVEN IN THE SOFT
 NS0296'ROCK AS A REFERENCE MARK, 1.5 FEET FROM STATION AND 69 DEG
 NS0296'35 MIN IN TRUE AZIMUTH.
 NS0296'
 NS0296'OFFICE NOTE--THE U.S. FOREST SERVICE ESTABLISHED A POINT CALLED
 NS0296'CONE USFS 1956 12 FEET SOUTH AND 37 FEET EAST OF CONE 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0259 ***********************************************************************
 NS0259  DESIGNATION -  CONEY
 NS0259  PID         -  NS0259
 NS0259  STATE/COUNTY-  WY/FREMONT
 NS0259  USGS QUAD   -  CONY MOUNTAIN (1991)
 NS0259
 NS0259                         *CURRENT SURVEY CONTROL
 NS0259  ___________________________________________________________________
 NS0259* NAD 83(1993)-  42 38 45.20219(N)    108 55 43.57935(W)     ADJUSTED  
 NS0259* NAVD 88     -      3387.7    (meters)   11114.     (feet)  VERTCON   
 NS0259  ___________________________________________________________________
 NS0259  LAPLACE CORR-         -15.43  (seconds)                    DEFLEC99
 NS0259  GEOID HEIGHT-          -9.99  (meters)                     GEOID03
 NS0259
 NS0259  HORZ ORDER  -  THIRD
 NS0259
 NS0259.The horizontal coordinates were established by classical geodetic methods
 NS0259.and adjusted by the National Geodetic Survey in January 1997..
 NS0259
 NS0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0259
 NS0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0259
 NS0259.The geoid height was determined by GEOID03.
 NS0259
 NS0259;                    North         East     Units Scale Factor Converg.
 NS0259;SPC WYWC     -   238,333.847   585,340.238   MT  0.99994014   -0 07 16.0
 NS0259;UTM  12      - 4,723,572.239   669,791.710   MT  0.99995470   +1 24 12.7
 NS0259
 NS0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0259!SPC WYWC     -   0.99947055  x   0.99994014  =   0.99941072
 NS0259!UTM  12      -   0.99947055  x   0.99995470  =   0.99942527
 NS0259
 NS0259:                Primary Azimuth Mark                     Grid Az
 NS0259:SPC WYWC     -  GRANITE                                  159 47 24.1
 NS0259:UTM  12      -  GRANITE                                  158 15 55.4
 NS0259
 NS0259|---------------------------------------------------------------------|
 NS0259| PID    Reference Object                     Distance      Geod. Az  |
 NS0259|                                                           dddmmss.s |
 NS0259| NS0258 GRANITE                             APPROX.11.4 KM 1594008.1 |
 NS0259|---------------------------------------------------------------------|
 NS0259
 NS0259                          SUPERSEDED SURVEY CONTROL
 NS0259
 NS0259  NAD 83(1986)-  42 38 45.18570(N)    108 55 43.58089(W) AD(       ) 3
 NS0259  NAD 27      -  42 38 45.34249(N)    108 55 41.14733(W) AD(       ) 3
 NS0259  NGVD 29 (07/19/86) 3386.3    (m)        11110.     (f) VERT ANG       
 NS0259
 NS0259.Superseded values are not recommended for survey control.
 NS0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0259.See file dsdata.txt to determine how the superseded data were derived.
 NS0259
 NS0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6979223572(NAD 83)
 NS0259_MARKER: DD = SURVEY DISK
 NS0259_SETTING: 66 = SET IN ROCK OUTCROP
 NS0259_SP_SET: SET IN ROCK OUTCROP
 NS0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0259+STABILITY: POSITION/ELEVATION WELL
 NS0259
 NS0259  HISTORY     - Date     Condition        Report By
 NS0259  HISTORY     - 1951     MONUMENTED       USGS
 NS0259
 NS0259                          STATION DESCRIPTION
 NS0259
 NS0259'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0259'LOCATED ABOUT 5.0 MI. NW. OF CRISTINA LAKE, ABOUT 6.0 MI. W. OF
 NS0259'FIDDLERS LAKE. ON A HIGH BARE ROCKY MOUNTAIN.
 NS0259'
 NS0259'TO REACH FROM INTERSECTION OF BLUE RIDGE FIRE LOOKOUT STATION RD. AND
 NS0259'RD.FROM LANDER,WYOMING, TO U.S.HIGHWAY 28 VIA THE SINKS, FIDDLERS
 NS0259'LAKE, AND LORDS LAKE.  PROCEED S. ON BLUE RIDGE FIRE LOOKOUT RD. 1.0
 NS0259'MI. TO LOOKOUT STASTATION CONTINUE ON DIM RD. 0.6 MI. TO END OF TRUCK
 NS0259'TRAVEL.  (THERE HAVE BEEN TRUCKS ALL THE WAY TO SILAS LAKES).  PACK S.
 NS0259'AND W ALONG RIDGE TO HIGHEST PART OF A HIGH MOUNTAIN TO STATION SITE.
 NS0259'
 NS0259'STATION MARK-A STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK OUTCROP,
 NS0259'STAMPED ---CONEY 1951---.
 NS0259'
 NS0259'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0328 ***********************************************************************
 OV0328  DESIGNATION -  CONEY
 OV0328  PID         -  OV0328
 OV0328  STATE/COUNTY-  WY/JOHNSON
 OV0328  USGS QUAD   -  HOE RANCH (1973)
 OV0328
 OV0328                         *CURRENT SURVEY CONTROL
 OV0328  ___________________________________________________________________
 OV0328* NAD 83(1993)-  43 56 42.90100(N)    106 11 07.14645(W)     ADJUSTED  
 OV0328* NAVD 88     -      1372.8    (meters)    4504.     (feet)  VERTCON   
 OV0328  ___________________________________________________________________
 OV0328  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 OV0328  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 OV0328  OBS GRAVITY -     980,093.2   (mgal)                       GRAV_OBS
 OV0328
 OV0328  HORZ ORDER  -  THIRD
 OV0328
 OV0328.The horizontal coordinates were established by classical geodetic methods
 OV0328.and adjusted by the National Geodetic Survey in January 1997..
 OV0328
 OV0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0328
 OV0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0328
 OV0328.The geoid height was determined by GEOID03.
 OV0328.The observed gravity was obtained from relative gravimeter ties
 OV0328.to the IGSN71 gravity network.
 OV0328
 OV0328;                    North         East     Units Scale Factor Converg.
 OV0328;SPC WYEC     -   483,307.123   492,157.010   MT  1.00004192   +0 47 48.3
 OV0328;UTM  13      - 4,866,474.788   404,880.540   MT  0.99971128   -0 49 21.5
 OV0328
 OV0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0328!SPC WYEC     -   0.99978704  x   1.00004192  =   0.99982895
 OV0328!UTM  13      -   0.99978704  x   0.99971128  =   0.99949838
 OV0328
 OV0328                          SUPERSEDED SURVEY CONTROL
 OV0328
 OV0328  NAD 83(1986)-  43 56 42.88174(N)    106 11 07.11855(W) AD(       ) 3
 OV0328  NAD 27      -  43 56 42.96438(N)    106 11 05.04612(W) AD(       ) 3
 OV0328  NGVD 29 (07/19/86) 1372.1    (m)         4502.     (f) VERT ANG       
 OV0328
 OV0328.Superseded values are not recommended for survey control.
 OV0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0328.See file dsdata.txt to determine how the superseded data were derived.
 OV0328
 OV0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ0488166475(NAD 83)
 OV0328_MARKER: DD = SURVEY DISK
 OV0328_SETTING: 0 = UNSPECIFIED SETTING
 OV0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0328
 OV0328  HISTORY     - Date     Condition        Report By
 OV0328  HISTORY     - 1950     MONUMENTED       BOR
 OV0328
 OV0328                          STATION DESCRIPTION
 OV0328
 OV0328'DESCRIBED BY US BUREAU OF RECLAMATION 1950
 OV0328'STATION IS LOCATED ON SHARP ROCKY HILL, ABOUT 300 FT. NE. OF RD.
 OV0328'
 OV0328'TO REACH FROM SUSSEX SCHOOL, TURN LEFT ON COUNTY RD. FOR 19.7 MI.
 OV0328'TO T-RD., TURN LEFT FOR 3.0 MI. TO BOTTOM OF ROCKY HILL, ABOUT
 OV0328'300 FT. NE. OF RD.  STATION IS ON HIGHEST POINT.
 OV0328'
 OV0328'STATION MARK--STANDARD USBR BRONZE DISK, ON PIPE, STAMPED ---CONEY
 OV0328'1950---.
 OV0328'
 OV0328'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0526 ***********************************************************************
 NQ0526  DESIGNATION -  CONNIO
 NQ0526  PID         -  NQ0526
 NQ0526  STATE/COUNTY-  WY/CONVERSE
 NQ0526  USGS QUAD   -  AMEND RANCH (1950)
 NQ0526
 NQ0526                         *CURRENT SURVEY CONTROL
 NQ0526  ___________________________________________________________________
 NQ0526* NAD 83(1993)-  42 43 22.07221(N)    104 53 34.89529(W)     ADJUSTED  
 NQ0526* NAVD 88     -      1558.6    (meters)    5114.     (feet)  VERTCON   
 NQ0526  ___________________________________________________________________
 NQ0526  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 NQ0526  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NQ0526
 NQ0526  HORZ ORDER  -  FIRST
 NQ0526
 NQ0526.The horizontal coordinates were established by classical geodetic methods
 NQ0526.and adjusted by the National Geodetic Survey in January 1997..
 NQ0526
 NQ0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0526
 NQ0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0526
 NQ0526.The geoid height was determined by GEOID03.
 NQ0526
 NQ0526;                    North         East     Units Scale Factor Converg.
 NQ0526;SPC WY E     -   246,897.614   222,411.535   MT  0.99994368   +0 11 08.3
 NQ0526;UTM  13      - 4,730,038.262   508,758.330   MT  0.99960094   +0 04 21.3
 NQ0526
 NQ0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0526!SPC WY E     -   0.99975787  x   0.99994368  =   0.99970156
 NQ0526!UTM  13      -   0.99975787  x   0.99960094  =   0.99935891
 NQ0526
 NQ0526:                Primary Azimuth Mark                     Grid Az
 NQ0526:SPC WY E     -  CONNIO AZ MK                             359 56 38.4
 NQ0526:UTM  13      -  CONNIO AZ MK                             000 03 25.4
 NQ0526
 NQ0526|---------------------------------------------------------------------|
 NQ0526| PID    Reference Object                     Distance      Geod. Az  |
 NQ0526|                                                           dddmmss.s |
 NQ0526| CP9055 CONNIO AZ MK                                       0000746.7 |
 NQ0526| CP9056 CONNIO RM 1                          20.188 METERS 28431     |
 NQ0526| CP9057 CONNIO RM 2                          18.991 METERS 35508     |
 NQ0526|---------------------------------------------------------------------|
 NQ0526
 NQ0526                          SUPERSEDED SURVEY CONTROL
 NQ0526
 NQ0526  NAD 83(1986)-  42 43 22.05001(N)    104 53 34.88445(W) AD(       ) 1
 NQ0526  NAD 27      -  42 43 22.16700(N)    104 53 32.99900(W) AD(       ) 1
 NQ0526  NGVD 29 (07/19/86) 1557.8    (m)         5111.     (f) VERT ANG       
 NQ0526
 NQ0526.Superseded values are not recommended for survey control.
 NQ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0526.See file dsdata.txt to determine how the superseded data were derived.
 NQ0526
 NQ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH0875830038(NAD 83)
 NQ0526_MARKER: DS = TRIANGULATION STATION DISK
 NQ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0526
 NQ0526  HISTORY     - Date     Condition        Report By
 NQ0526  HISTORY     - 1938     MONUMENTED       CGS
 NQ0526  HISTORY     - 1948     GOOD             CGS
 NQ0526  HISTORY     - 1970     GOOD             USGS
 NQ0526
 NQ0526                          STATION DESCRIPTION
 NQ0526
 NQ0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 NQ0526'STATION CONNIO IS LOCATED IN THE NW 1/4 OF SECTION 27, TWP. 32 N.,
 NQ0526'R. 67 W.  ABOUT 3 MILES AIRLINE SOUTHEAST OF LOST SPRINGS.  ABOUT
 NQ0526'3 MILES AIRLINE EAST SOUTHEAST OF SHAWNEE.  AND ABOUT 10 MILES
 NQ0526'SOUTHWEST OF KEELINE.  STATION IS JUST EAST OF A NORTH AND
 NQ0526'SOUTH ROAD WHICH IS ON THE CONVERSE-NIOBRARA COUNTY LINE,
 NQ0526'ON TOP OF A LOW FLAT-TOPPED RIDGE.  ON PROPERTY OF MR. M.R.
 NQ0526'GALBRETH.
 NQ0526'
 NQ0526'STATION CONNIO IS REACHED FROM LOST SPRINGS BY GOING EAST ON
 NQ0526'U.S. HIGHWAY 20 FOR 1.7 MILES TO A DIRT ROAD GOING SOUTH ON THE
 NQ0526'CONVERSE-NIOBRARA COUNTY LINE.  TURN RIGHT, SOUTH, AND GO 1.8
 NQ0526'MILES TO THE AZIMUTH MARK.  THE AZIMUTH MARK IS 20 FEET EAST
 NQ0526'OF THE ROAD AND 2 FEET WEST OF THE FENCE LINE.  CONTINUE SOUTH
 NQ0526'0.5 MILES TO A CROSSROAD.  THEN CONTINUE SOUTH 0.2 MILES TO THE
 NQ0526'STATION ON LEFT OF ROAD.
 NQ0526
 NQ0526                          STATION RECOVERY (1948)
 NQ0526
 NQ0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0526'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 NQ0526'AS DESCRIBED.
 NQ0526'
 NQ0526'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 27,
 NQ0526'TOWNSHIP 32 NORTH., RANGE 67 W., ABOUT 10 MILES AIRLINE
 NQ0526'SOUTHWEST OF KEELINE, ABOUT 6 MILES AIRLINE EAST-SOUTHEAST
 NQ0526'OF SHAWNEE, AND ABOUT 3 MILES AIRINE SOUTHEAST OF LOST SPRINGS.
 NQ0526'IT IS JUST EAST OF AN OLD NORTH-SOUTH ROAD WHICH IS ON THE
 NQ0526'CONVERSE-NIOBRARA COUNTY LINE, ON TOP OF A LOW, FLAT-TOPPED
 NQ0526'RIDGE, PROPERTY OF MR. M.R. GALBRETH, 47 FEET EAST OF THE
 NQ0526'CENTERLINE OF TRACK ROAD, 13 FEET SOUTH OF A 4 X 4 WITNESS
 NQ0526'POST, 4 FEET EAST OF FENCE LINE, A BRONZE DISK AS DESCRIBED,
 NQ0526'PROJECTS 8 INCHES, STAMPED, CONNIO 1938.
 NQ0526'
 NQ0526'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NQ0526'THE STATION, 21 FEET WEST OF THE CENTER LINE OF TRACK ROAD,
 NQ0526'A BRONZE DISK AS DESCRIBED, PROJECTS 10 INCHES,
 NQ0526'AND IS STAMPED, CONNIO NO 1 1938.
 NQ0526'
 NQ0526'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 NQ0526'STATION, 36 FEET EAST OF THE CENTER LINE OF TRACK ROAD, 2 FEET
 NQ0526'WEST OF FENCE LINE, A BRONZE DISK AS DESCRIBED,
 NQ0526'PROJECTS 8 INCHES AND IS STAMPED, CONNIO NO 2 1938.
 NQ0526'
 NQ0526'THE AZIMUTH MARK IS LOCATED ALONG TRACK ROAD TO STATION, 105
 NQ0526'PACES SOUTH OF A FENCE CORNER, APPROXIMATELY 100 YARDS EAST OF
 NQ0526'A WINDMILL AND WATER TANK, 12 FEET EAST OF THE CENTER LINE OF
 NQ0526'TRACK ROAD TO STATION, 2 FEET WEST OF A 4 X 4 WITNESS POST, A
 NQ0526'BRONZE DISK AS DESCRIBED, PROJECTS 8 INCHES, STAMPED,
 NQ0526'CONNIO 1938.
 NQ0526'
 NQ0526'TO REACH FROM THE MAIN INTERSECTION OF ROADS IN LOST SPRINGS.
 NQ0526'GO EAST ON U.S. HIGHWAY 20 FOR 1.7 MILES TO A DIRT ROAD SOUTH
 NQ0526'ON THE CONVERSE-NIOBRARA COUNTY LINE.  TURN RIGHT (SOUTH) AND
 NQ0526'FOLLOW TRACK ROAD FOR 1.8 MILE TO THE AZIMUTH MARK ON LEFT
 NQ0526'AS DESCRIBED ABOVE.  CONTINUE SOUTH FOR 0.5 MILE TO A CROSSROAD.
 NQ0526'CROSS THIS ROAD AND CONTINUE FOR 0.2 MILE TO STATION ON LEFT AS
 NQ0526'DESCRIBED ABOVE.  A DRIVE STATION.
 NQ0526'
 NQ0526'OBSERVATIONS MADE FROM A 1.1 METER TRIPOD.
 NQ0526
 NQ0526                          STATION RECOVERY (1970)
 NQ0526
 NQ0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WCN)
 NQ0526'NEW DRIVING DESCRIPTION.
 NQ0526'
 NQ0526'FROM LOST SPRING, WYOMING PROCEED EAST ON U.S. HWY 20 FOR 3.6
 NQ0526'MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT (SOUTH) FOR 3.3
 NQ0526'MILES TO A SIDE ROAD RIGHT, TURN RIGHT (WEST) FOR 1.0 MILE
 NQ0526'TO T-ROAD SOUTH, CONTINUE WEST FOR 1.0 MILE TO FENCE CORNER
 NQ0526'ON THE RIGHT, PASS THROUGH GATE IN NORTH-SOUTH FENCE LINE AND
 NQ0526'PROCEED NORTH ON EAST SIDE OF FENCE FOR 0.55 MILE TO FENCE
 NQ0526'CORNER, TURN RIGHT (EAST) ALONG SOUTH SIDE OF FENCE FOR 0.35
 NQ0526'MILE TO GATE, PASS THROUGH GATE AND PROCEED NW ACROSS PASTURE
 NQ0526'ANGLING TOWARD HIGHER GROUND AND NORTH-SOUTH FENCE LINE FOR
 NQ0526'0.4 MILE TO STATION.  STATION IS 33 FT EAST OF NORTH-SOUTH
 NQ0526'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0445 ***********************************************************************
 MO0445  DESIGNATION -  CONRAD
 MO0445  PID         -  MO0445
 MO0445  STATE/COUNTY-  WY/LARAMIE
 MO0445  USGS QUAD   -  EMKAY (1978)
 MO0445
 MO0445                         *CURRENT SURVEY CONTROL
 MO0445  ___________________________________________________________________
 MO0445* NAD 83(1993)-  41 06 05.37963(N)    105 02 36.26444(W)     ADJUSTED  
 MO0445* NAVD 88     -      2106.028  (meters)    6909.53   (feet)  ADJUSTED  
 MO0445  ___________________________________________________________________
 MO0445  LAPLACE CORR-         -15.55  (seconds)                    DEFLEC99
 MO0445  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MO0445  DYNAMIC HT  -        2104.145 (meters)    6903.35  (feet)  COMP
 MO0445  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 MO0445
 MO0445  HORZ ORDER  -  THIRD
 MO0445  VERT ORDER  -  FIRST     CLASS II
 MO0445
 MO0445.The horizontal coordinates were established by classical geodetic methods
 MO0445.and adjusted by the National Geodetic Survey in January 1997..
 MO0445
 MO0445.The orthometric height was determined by differential leveling
 MO0445.and adjusted by the National Geodetic Survey in June 1991..
 MO0445
 MO0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0445
 MO0445.The geoid height was determined by GEOID03.
 MO0445
 MO0445.The dynamic height is computed by dividing the NAVD 88
 MO0445.geopotential number by the normal gravity value computed on the
 MO0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0445.degrees latitude (g = 980.6199 gals.).
 MO0445
 MO0445.The modeled gravity was interpolated from observed gravity values.
 MO0445
 MO0445;                    North         East     Units Scale Factor Converg.
 MO0445;SPC WY E     -    66,799.130   210,353.922   MT  0.99993882   +0 04 51.7
 MO0445;UTM  13      - 4,550,024.904   496,355.028   MT  0.99960016   -0 01 42.7
 MO0445
 MO0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0445!SPC WY E     -   0.99967209  x   0.99993882  =   0.99961093
 MO0445!UTM  13      -   0.99967209  x   0.99960016  =   0.99927238
 MO0445
 MO0445:                Primary Azimuth Mark                     Grid Az
 MO0445:SPC WY E     -  MAYO                                     164 22 53.8
 MO0445:UTM  13      -  MAYO                                     164 29 28.2
 MO0445
 MO0445|---------------------------------------------------------------------|
 MO0445| PID    Reference Object                     Distance      Geod. Az  |
 MO0445|                                                           dddmmss.s |
 MO0445| MO1215 MAYO                                APPROX. 7.3 KM 1642745.5 |
 MO0445|---------------------------------------------------------------------|
 MO0445
 MO0445                          SUPERSEDED SURVEY CONTROL
 MO0445
 MO0445  NAD 83(1993)-  41 06 05.36418(N)    105 02 36.26157(W) AD(       ) 3
 MO0445  NAD 83(1986)-  41 06 05.36409(N)    105 02 36.26156(W) AD(       ) 3
 MO0445  NAD 27      -  41 06 05.43270(N)    105 02 34.35601(W) AD(       ) 3
 MO0445  NGVD 29 (??/??/92) 2104.95   (m)         6906.0    (f) COMPUTED    1 2
 MO0445
 MO0445.Superseded values are not recommended for survey control.
 MO0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0445.See file dsdata.txt to determine how the superseded data were derived.
 MO0445
 MO0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9635550025(NAD 83)
 MO0445_MARKER: DS = TRIANGULATION STATION DISK
 MO0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0445_STAMPING: CONRAD 1947
 MO0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0445+STABILITY: SURFACE MOTION
 MO0445
 MO0445  HISTORY     - Date     Condition        Report By
 MO0445  HISTORY     - 1947     MONUMENTED       USGS
 MO0445  HISTORY     - 1956     GOOD             NGS
 MO0445  HISTORY     - 1961     GOOD             USGS
 MO0445  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0445
 MO0445                          STATION DESCRIPTION
 MO0445
 MO0445'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO0445'STATION IS LOCATED AT THE W. END OF PROMINENT RIDGE, IN THE NE. 1/4 OF
 MO0445'SEC. 18, T 13 N, R 68 W, ON THE CONRAD RANCH.
 MO0445'
 MO0445'TO REACH FROM CHEYENNE POST OFFICE, GO W. 12.5 MI. ON U.S. HIGHWAY 30
 MO0445'TO GATE ON RIGHT LEADING TO CONRAD RANCH, TURN RIGHT AND CONTINUE 0.3
 MO0445'MI. THROUGH RANCH YARD TO GATE, THEN NE. 0.2 MI. TO TOP OF RIDGE AND
 MO0445'STATION.
 MO0445
 MO0445                          STATION RECOVERY (1956)
 MO0445
 MO0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MO0445'2.2 MI NE FROM OTTO.
 MO0445'1.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0445'SIGN AT OTTO, THENCE 0.3 MILE NORTHWEST ALONG A PRIVATE ROAD,
 MO0445'THENCE 0.3 MILE NORTHEAST ACROSS A PASTURE, ON TOP OF A LONG
 MO0445'RIDGE, 220 FEET NORTHWEST OF AN UNDERGROUND CABLE MARKER, 146
 MO0445'FEET NORTHEAST OF ANOTHER UNDERGROUND CABLE MARKER, 2.5 FEET
 MO0445'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0445'WHICH PROJECTS 2.5 FEET WEST OF A WITNESS POST, SET IN THE
 MO0445'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 MO0445'IN SECTION 18, TOWNSHIP 13 NORTH, RANGE 68 WEST.
 MO0445
 MO0445                          STATION RECOVERY (1961)
 MO0445
 MO0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JBF)
 MO0445'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED ---CONRAD
 MO0445'1947 6906---.
 MO0445'
 MO0445'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---CONRAD NO.
 MO0445'1---, SET IN CONCRETE POST, 66.09 FT. FROM STATION,
 MO0445'N 85 DEG W.
 MO0445'
 MO0445'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---CONRAD NO.
 MO0445'2---, SET IN CONCRETE POST, 56.98 FT. FROM STATION,
 MO0445'N 02 DEG E.
 MO0445
 MO0445                          STATION RECOVERY (1983)
 MO0445
 MO0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0445'THIS MARK IS ON PRIVATE POSTED PROPERTY AND THE OWNER WAS NOT HOME AT
 MO0445'THE TIME OF THIS VISIT.  THE MARK IS POSSIBLY STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0443 ***********************************************************************
 MO0443  DESIGNATION -  CONRAD RM 1
 MO0443  PID         -  MO0443
 MO0443  STATE/COUNTY-  WY/LARAMIE
 MO0443  USGS QUAD   -  EMKAY (1978)
 MO0443
 MO0443                         *CURRENT SURVEY CONTROL
 MO0443  ___________________________________________________________________
 MO0443* NAD 83(1986)-  41 06 05.     (N)    105 02 37.     (W)     SCALED    
 MO0443* NAVD 88     -      2106.292  (meters)    6910.39   (feet)  ADJUSTED  
 MO0443  ___________________________________________________________________
 MO0443  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 MO0443  DYNAMIC HT  -        2104.408 (meters)    6904.21  (feet)  COMP
 MO0443  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 MO0443
 MO0443  VERT ORDER  -  FIRST     CLASS II
 MO0443
 MO0443.The horizontal coordinates were scaled from a topographic map and have
 MO0443.an estimated accuracy of +/- 6 seconds.
 MO0443
 MO0443.The orthometric height was determined by differential leveling
 MO0443.and adjusted by the National Geodetic Survey in June 1991..
 MO0443
 MO0443.The geoid height was determined by GEOID03.
 MO0443
 MO0443.The dynamic height is computed by dividing the NAVD 88
 MO0443.geopotential number by the normal gravity value computed on the
 MO0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0443.degrees latitude (g = 980.6199 gals.).
 MO0443
 MO0443.The modeled gravity was interpolated from observed gravity values.
 MO0443
 MO0443;                    North         East    Units  Estimated Accuracy
 MO0443;SPC WY E     -    66,790.      210,340.      MT  (+/- 180 meters Scaled)
 MO0443
 MO0443                          SUPERSEDED SURVEY CONTROL
 MO0443
 MO0443  NGVD 29 (??/??/92) 2105.21   (m)         6906.8    (f) COMPUTED    1 2
 MO0443
 MO0443.Superseded values are not recommended for survey control.
 MO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0443.See file dsdata.txt to determine how the superseded data were derived.
 MO0443
 MO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF963500(NAD 83)
 MO0443_MARKER: DR = REFERENCE MARK DISK
 MO0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0443_STAMPING: CONRAD NO 1
 MO0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0443+STABILITY: SURFACE MOTION
 MO0443
 MO0443  HISTORY     - Date     Condition        Report By
 MO0443  HISTORY     - 1947     MONUMENTED       USGS
 MO0443  HISTORY     - 1956     GOOD             NGS
 MO0443  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0443
 MO0443                          STATION DESCRIPTION
 MO0443
 MO0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0443'2.2 M NE FROM OTTO.
 MO0443'1.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0443'SIGN AT OTTO, THENCE 0.3 MILE NORTHWEST ALONG A PRIVATE ROAD,
 MO0443'THENCE 0.3 MILE NORTHEAST ACROSS A PASTURE, ON TOP OF A LONG
 MO0443'RIDGE, 104 FEET NORTHEAST OF AN UNDERGROUND CABLE MARKER, 66
 MO0443'FEET WEST OF BENCH MARK CONRAD 1947 (U.S.G.S.), SET IN THE
 MO0443'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 MO0443'IN SECTION 18, TOWNSHIP 13 NORTH, RANGE 68 WEST.
 MO0443
 MO0443                          STATION RECOVERY (1983)
 MO0443
 MO0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0444 ***********************************************************************
 MO0444  DESIGNATION -  CONRAD RM 2
 MO0444  PID         -  MO0444
 MO0444  STATE/COUNTY-  WY/LARAMIE
 MO0444  USGS QUAD   -  EMKAY (1978)
 MO0444
 MO0444                         *CURRENT SURVEY CONTROL
 MO0444  ___________________________________________________________________
 MO0444* NAD 83(1986)-  41 06 06.     (N)    105 02 36.     (W)     SCALED    
 MO0444* NAVD 88     -      2105.764  (meters)    6908.66   (feet)  ADJUSTED  
 MO0444  ___________________________________________________________________
 MO0444  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MO0444  DYNAMIC HT  -        2103.881 (meters)    6902.48  (feet)  COMP
 MO0444  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 MO0444
 MO0444  VERT ORDER  -  FIRST     CLASS II
 MO0444
 MO0444.The horizontal coordinates were scaled from a topographic map and have
 MO0444.an estimated accuracy of +/- 6 seconds.
 MO0444
 MO0444.The orthometric height was determined by differential leveling
 MO0444.and adjusted by the National Geodetic Survey in June 1991..
 MO0444
 MO0444.The geoid height was determined by GEOID03.
 MO0444
 MO0444.The dynamic height is computed by dividing the NAVD 88
 MO0444.geopotential number by the normal gravity value computed on the
 MO0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0444.degrees latitude (g = 980.6199 gals.).
 MO0444
 MO0444.The modeled gravity was interpolated from observed gravity values.
 MO0444
 MO0444;                    North         East    Units  Estimated Accuracy
 MO0444;SPC WY E     -    66,820.      210,360.      MT  (+/- 180 meters Scaled)
 MO0444
 MO0444                          SUPERSEDED SURVEY CONTROL
 MO0444
 MO0444  NGVD 29 (??/??/92) 2104.69   (m)         6905.1    (f) COMPUTED    1 2
 MO0444
 MO0444.Superseded values are not recommended for survey control.
 MO0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0444.See file dsdata.txt to determine how the superseded data were derived.
 MO0444
 MO0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF963500(NAD 83)
 MO0444_MARKER: DR = REFERENCE MARK DISK
 MO0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0444_STAMPING: CONRAD NO 2
 MO0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0444+STABILITY: SURFACE MOTION
 MO0444
 MO0444  HISTORY     - Date     Condition        Report By
 MO0444  HISTORY     - 1947     MONUMENTED       USGS
 MO0444  HISTORY     - 1956     GOOD             NGS
 MO0444  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0444
 MO0444                          STATION DESCRIPTION
 MO0444
 MO0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0444'2.2 MI NE FROM OTTO.
 MO0444'1.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0444'SIGN AT OTTO, THENCE 0.3 MILE NORTHWEST ALONG A PRIVATE ROAD,
 MO0444'THENCE 0.3 MILE NORTHEAST ACROSS A PASTURE, ON TOP OF A LONG
 MO0444'RIDGE, 66.9 FEET NORTHWEST OF BENCH MARK CONRAD 1947 (U.S.G.S.),
 MO0444'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MO0444'ABOVE THE GROUND, IN SECTION 18, TOWNSHIP 13 NORTH, RANGE
 MO0444'68 WEST.
 MO0444
 MO0444                          STATION RECOVERY (1983)
 MO0444
 MO0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0343 ***********************************************************************
 OW0343  DESIGNATION -  CONTACT
 OW0343  PID         -  OW0343
 OW0343  STATE/COUNTY-  WY/FREMONT
 OW0343  USGS QUAD   -  BLUE HOLES (1991)
 OW0343
 OW0343                         *CURRENT SURVEY CONTROL
 OW0343  ___________________________________________________________________
 OW0343* NAD 83(1993)-  43 27 25.79891(N)    109 29 58.59224(W)     ADJUSTED  
 OW0343* NAVD 88     -      2227.2    (meters)    7307.     (feet)  VERTCON   
 OW0343  ___________________________________________________________________
 OW0343  LAPLACE CORR-         -13.75  (seconds)                    DEFLEC99
 OW0343  GEOID HEIGHT-          -8.27  (meters)                     GEOID03
 OW0343
 OW0343  HORZ ORDER  -  FIRST
 OW0343
 OW0343.The horizontal coordinates were established by classical geodetic methods
 OW0343.and adjusted by the National Geodetic Survey in January 1997..
 OW0343
 OW0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0343
 OW0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0343
 OW0343.The geoid height was determined by GEOID03.
 OW0343
 OW0343;                    North         East     Units Scale Factor Converg.
 OW0343;SPC WYWC     -   328,713.466   539,334.972   MT  0.99998275   -0 30 56.2
 OW0343;UTM  12      - 4,812,677.672   621,384.592   MT  0.99978124   +1 01 55.6
 OW0343
 OW0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0343!SPC WYWC     -   0.99965217  x   0.99998275  =   0.99963492
 OW0343!UTM  12      -   0.99965217  x   0.99978124  =   0.99943348
 OW0343
 OW0343|---------------------------------------------------------------------|
 OW0343| PID    Reference Object                     Distance      Geod. Az  |
 OW0343|                                                           dddmmss.s |
 OW0343| CP4734 CONTACT RM 2                          4.190 METERS 05605     |
 OW0343| CP4735 CONTACT RM 3                          9.098 METERS 06726     |
 OW0343| OW0344 CONTACT AZ MK                       APPROX. 2.1 KM 1673248.8 |
 OW0343| CP4733 CONTACT RM 1                          6.970 METERS 29516     |
 OW0343|---------------------------------------------------------------------|
 OW0343
 OW0343                          SUPERSEDED SURVEY CONTROL
 OW0343
 OW0343  NAD 83(1986)-  43 27 25.78703(N)    109 29 58.58292(W) AD(       ) 1
 OW0343  NAD 27      -  43 27 25.95000(N)    109 29 56.03700(W) AD(       ) 1
 OW0343  NGVD 29 (11/06/89) 2226.0    (m)         7303.     (f) VERT ANG       
 OW0343
 OW0343.Superseded values are not recommended for survey control.
 OW0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0343.See file dsdata.txt to determine how the superseded data were derived.
 OW0343
 OW0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP2138512678(NAD 83)
 OW0343_MARKER: DS = TRIANGULATION STATION DISK
 OW0343_SETTING: 66 = SET IN ROCK OUTCROP
 OW0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0343
 OW0343  HISTORY     - Date     Condition        Report By
 OW0343  HISTORY     - 1936     MONUMENTED       CGS
 OW0343  HISTORY     - 1946     GOOD             CGS
 OW0343
 OW0343                          STATION DESCRIPTION
 OW0343
 OW0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0343'ABOUT 7 MILES EAST AND 5-1/2 MILES SOUTH OF DUBOIS, 1-1/4
 OW0343'MILES NORTH BY WEST FROM SPRING IN RED DRAW BASIN, 1 MILE DUE
 OW0343'WEST FROM J.H. ANDERSONS RANCH ON WIND RIVER AND U.S. HIGHWAY
 OW0343'287, 1/3 MILE NORTH AND ON SECOND RIDGE FROM WIRE GATE IN
 OW0343'EAST-WEST FENCE, ON WEST END AND HIGHEST POINT OF SHORT STEEP
 OW0343'BARE RIDGE WITH RED SIDES, AND NEAR SMALL CAIRN ON HIGHEST
 OW0343'POINT OF SMALL LOCAL RIDGE A FEW YARDS NORTH AND ABOVE SEVERAL
 OW0343'LARGE PINES IN SIDE OF DRAW.  FROM SMALL SADDLE WHICH IS 6
 OW0343'FEET LOWER THAN AND 30 FEET TO SOUTHWEST OF STATION, THERE
 OW0343'RISES TO WEST AND SOUTHWEST MUCH HIGHER RIDGE, STREWN WITH
 OW0343'LARGE BOULDERS.  TO REACH FROM BURRIS POST OFFICE ON U.S.
 OW0343'HIGHWAY 287 ABOUT 27 MILES SOUTHEAST OF DUBOIS, FOLLOW
 OW0343'HIGHWAY NORTHWESTERLY 6.7 MILES TO SACAJAWEA LODGE ON
 OW0343'DINWOODY CREEK.  CONTINUE ON HIGHWAY 287
 OW0343'NORTHWESTERLY 6.5 MILES.  CROSS OLD STEEL BRIDGE OVER
 OW0343'WIND RIVER (NEW BRIDGE UNDER CONSTRUCTION), AND
 OW0343'CONTINUE NORTHERLY 1.1 MILES TO END OF TRUCK TRAVEL AT
 OW0343'J.H. ANDERSONS RANCH 200 YARDS TO LEFT BELOW HIGHWAY, AND
 OW0343'ROAD FORKS WITH SIGN HUNTING CAMP 19 MILES HAROLD BUTLER.
 OW0343'CROSS WIND RIVER ABOUT 150 YARDS BELOW ANDERSONS HOUSE
 OW0343'AND GO SOUTHWESTERLY ON TRAIL AND OLD WAGON ROAD UP RED
 OW0343'DRAW WHICH RUNS ALONG NORTHWEST FOOT OF BUTTE 1.0 MILE TO
 OW0343'SOUTHWEST OF ANDERSONS HOUSE.  WHEN ENTERING CANYON, GO
 OW0343'AROUND FENCE CORNER TO LEFT AND NOT THROUGH GATE.  CONTINUE
 OW0343'UP RED DRAW ABOUT 1 MILE FROM RIVER TO SPRING OF GOOD WATER
 OW0343'IN BASIN SOME YARDS TO LEFT OF TRAIL.  TRAIL DIVIDES HERE,
 OW0343'RIGHT BRANCH GOING TO STATION, OTHER TO AZIMUTH MARK.  TURN
 OW0343'RIGHT AT SPRING AND CLIMB NORTH UP THROUGH RED CLIFF BREAKS
 OW0343'TO TOP OF RIDGE, THENCE NORTH ACROSS DRAWS TO LONE SOUTHEAST
 OW0343'FENCE CORNER.  FENCE RUNS WEST AND NORTHEAST FROM CORNER.
 OW0343'TURN LEFT (WEST) UP FENCE LINE 200 YARDS TO WIRE GATE.  PASS
 OW0343'THROUGH GATE AND GO NORTH UP THROUGH NEAR SADDLE AND ON
 OW0343'NORTH ACROSS DRAW ABOUT 1/4 MILE TO NEXT RIDGE AND STATION.
 OW0343'TOTAL DISTANCE FROM SPRING IS ABOUT 1-1/4 MILES.  STATION
 OW0343'MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.  REFERENCE
 OW0343'MARKS ARE STANDARD DISKS IN OUTCROPPING BEDROCK.
 OW0343'NO. 1 IS 6.970 METERS (22.87 FEET) NORTH OF STATION
 OW0343'N 11 DEG 10 MIN E.  NO. 2 IS 4.190 METERS (13.75 FEET)
 OW0343'NORTHEAST N 56 DEG 05 MIN E.  CONTACT AZIMUTH MARK
 OW0343'IS MARKED BY STANDARD DISK IN
 OW0343'BEDROCK, AND IS ABOUT 1-1/4 MILES SOUTH OF STATION
 OW0343'S 12 DEG 27 MIN E.
 OW0343
 OW0343                          STATION RECOVERY (1946)
 OW0343
 OW0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 OW0343'ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE BUT BY USING
 OW0343'4 X 4 VEHICLES ONE CAN DRIVE TO STATION.
 OW0343'
 OW0343'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OW0343'
 OW0343'R.M. NO. 1 WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT
 OW0343'IS NORTH OF STATION.
 OW0343'
 OW0343'R.M. NO. 2 WAS NOT FOUND AS THERE WAS NO 1936 DESCRIPTION
 OW0343'AT TIME O PARTY OCCUPIED STATION.
 OW0343'
 OW0343'R.M. NO. 3 WAS ESTABLISHED NORTHEAST OF STATION AND WAS USED
 OW0343'FOR THE 1946 OBSERVATIONS IN ORDER TO SEE THE LINE TO STATION
 OW0343'CIRCLE.
 OW0343'
 OW0343'A NEW DESCRIPTION FOLLOWS--
 OW0343'
 OW0343'LOCATED ABOUT 8 MILES (AIRLINE) SOUTHEAST OF DUBOIS ON A NORTHEAST
 OW0343'SLOPE AND ON THE WEST END OF A SHORT RIDGE LEADING UP TO A
 OW0343'LOW GRASSY AND SAGE BRUSH COVERED HILL.  IT IS A FEW YARDS
 OW0343'NORTH AND ABOVE SEVERAL LARGE PINES IN SIDE DRAW.  FROM SADDLE
 OW0343'WHICH IS SIX FEET LOWER AND 30 FEET SOUTHWEST OF STATION,
 OW0343'THERE RISES MUCH HIGHER RIDGE WHICH IS STUDDED WITH LARGE
 OW0343'BOULDERS.
 OW0343'
 OW0343'REACHED FROM THE POST OFFICE IN DUBOIS BY GOING EAST ON U.S.
 OW0343'HIGHWAY 287 FOR 8.45 MILES TO BRIDGE, CONTINUE FOR 0.5 MILE TO
 OW0343'SIDE ROAD RIGHT AND LEADING TO LARGE BRIDGE, TURN RIGHT AND
 OW0343'GO FOR 0.2 MILE TO THE FAR END OF THE BRIDGE AND FORK, KEEP
 OW0343'LEFT THROUGH GATE AND GO 0.25 MILE TO GATE, PASS THROUGH AND
 OW0343'GO 0.1 MILE TO ANOTHER GATE, PASS THROUGH AND CONTINUE FOR
 OW0343'0.35 MILE TO FORK, KEEP RIGHT AND THROUGH GATE (25 YARDS)
 OW0343'IN AN EAST-WEST FENCE, STATION CAN NOW BE SEEN DIRECTLY SOUTH
 OW0343'AND UP ON THE SIDE HILL ABOUT 0.8 MILE IN THE ONLY OPEN
 OW0343'GRASSY SPOT ON THE RIDGE.  CONTINUE STRAIGHT AHEAD SOUTH FROM
 OW0343'THIS GATE AND GO 0.2 MILE TO WHERE DIM ROAD TURNS RIGHT,
 OW0343'CONTINUE ON SOUTH AND PICK WAY UP HILL SIDE FOR 0.6 MILE TO
 OW0343'STATION.  NOTE THIS LAST 0.6 MILE IS UP STEEP GRADE AND A 4
 OW0343'X 4 DRIVE TRUCK IS NEEDED TO DRIVE IT.
 OW0343'
 OW0343'THE AZIMUTH MARK WAS REACHED BY WALKING FROM THE STATION
 OW0343'DIRECTLY TO IT, IT CAN BE SEEN TO THE SOUTHEAST ON THE SOUTHWEST
 OW0343'END OF A PROMINENT CLIFF BUTTE 1.25 MILES (AIRLINE).  FROM
 OW0343'STATION ONE MUST GO DOWN THROUGH A LARGE CANYON OR BASIN
 OW0343'AND THEN BACK UP RIDGE THROUGH BREAK IN ROCK TO THE TOP AND
 OW0343'THE AZIMUTH MARK AT THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0344 ***********************************************************************
 OW0344  DESIGNATION -  CONTACT AZ MK
 OW0344  PID         -  OW0344
 OW0344  STATE/COUNTY-  WY/FREMONT
 OW0344  USGS QUAD   -  BLUE HOLES (1991)
 OW0344
 OW0344                         *CURRENT SURVEY CONTROL
 OW0344  ___________________________________________________________________
 OW0344* NAD 83(1993)-  43 26 19.91050(N)    109 29 38.62420(W)     ADJUSTED  
 OW0344* NAVD 88     -      2280.     (meters)    7480.     (feet)  SCALED    
 OW0344  ___________________________________________________________________
 OW0344  LAPLACE CORR-         -15.44  (seconds)                    DEFLEC99
 OW0344  GEOID HEIGHT-          -8.22  (meters)                     GEOID03
 OW0344
 OW0344  HORZ ORDER  -  SECOND
 OW0344
 OW0344.The horizontal coordinates were established by classical geodetic methods
 OW0344.and adjusted by the National Geodetic Survey in January 1997..
 OW0344
 OW0344.The orthometric height was scaled from a topographic map.
 OW0344
 OW0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0344
 OW0344.The geoid height was determined by GEOID03.
 OW0344
 OW0344;                    North         East     Units Scale Factor Converg.
 OW0344;SPC WYWC     -   326,676.142   539,765.700   MT  0.99998211   -0 30 41.8
 OW0344;UTM  12      - 4,810,653.129   621,870.083   MT  0.99978269   +1 02 08.1
 OW0344
 OW0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0344!SPC WYWC     -   0.99964385  x   0.99998211  =   0.99962597
 OW0344!UTM  12      -   0.99964385  x   0.99978269  =   0.99942662
 OW0344
 OW0344|---------------------------------------------------------------------|
 OW0344| PID    Reference Object                     Distance      Geod. Az  |
 OW0344|                                                           dddmmss.s |
 OW0344| CP4734 CONTACT RM 2                                       15631     |
 OW0344| CP4733 CONTACT RM 1                                       26221     |
 OW0344| OW0343 CONTACT                             APPROX. 2.1 KM 3473302.5 |
 OW0344|---------------------------------------------------------------------|
 OW0344
 OW0344                          SUPERSEDED SURVEY CONTROL
 OW0344
 OW0344  NAD 83(1986)-  43 26 19.89869(N)    109 29 38.61509(W) AD(       ) 2
 OW0344  NAD 27      -  43 26 20.06200(N)    109 29 36.07000(W) AD(       ) 2
 OW0344
 OW0344.Superseded values are not recommended for survey control.
 OW0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0344.See file dsdata.txt to determine how the superseded data were derived.
 OW0344
 OW0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP2187010653(NAD 83)
 OW0344_MARKER: DS = TRIANGULATION STATION DISK
 OW0344_SETTING: 66 = SET IN ROCK OUTCROP
 OW0344_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OW0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0344+STABILITY: POSITION/ELEVATION WELL
 OW0344
 OW0344  HISTORY     - Date     Condition        Report By
 OW0344  HISTORY     - 1936     MONUMENTED       CGS
 OW0344
 OW0344                          STATION DESCRIPTION
 OW0344
 OW0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0344'AT SOUTHWEST END OF PROMINENT CLIFF BUTTE WHICH CAN BE SEEN
 OW0344'1.0 MILE TO SOUTHWEST FROM ANDERSONS HOUSE.
 OW0344'TO REACH STATION FROM SPRING
 OW0344'IN RED DRAW BASIN, MENTIONED IN DESCRIPTION OF STATION CONTACT,
 OW0344'CONTINUE SOUTHWESTERLY UP THROUGH BASIN, KEEPING TO LEFT IN
 OW0344'MAIN DRAINAGE.  GO THROUGH WIRE GATE 1/2 MILE FROM SPRING,
 OW0344'THEN SWING BACK EAST ALONG SMOOTH SADDLE AND CLIMB THROUGH
 OW0344'BREAK IN CLIFFS TO HIGHEST POINT ON RIDGE AND AZIMUTH MARK.
 OW0344'MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.
 OW0344'AZIMUTH FROM MARK TO STATION CONTACT, DISTANT ABOUT 1-1/4
 OW0344'MILES, IS N 12 DEG 27 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ1668 ***********************************************************************
 AJ1668  FBN         -  This is a Federal Base Network Control Station.
 AJ1668  DESIGNATION -  CONVERSE 12098
 AJ1668  PID         -  AJ1668
 AJ1668  STATE/COUNTY-  WY/CONVERSE
 AJ1668  USGS QUAD   -  DOUGLAS (1974)
 AJ1668
 AJ1668                         *CURRENT SURVEY CONTROL
 AJ1668  ___________________________________________________________________
 AJ1668* NAD 83(1993)-  42 47 54.22781(N)    105 23 13.21987(W)     ADJUSTED  
 AJ1668* NAVD 88     -      1496.6    (meters)    4910.     (feet)  GPS OBS   
 AJ1668  ___________________________________________________________________
 AJ1668  X           -  -1,243,977.948 (meters)                     COMP
 AJ1668  Y           -  -4,520,237.457 (meters)                     COMP
 AJ1668  Z           -   4,312,102.345 (meters)                     COMP
 AJ1668  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 AJ1668  ELLIP HEIGHT-        1482.18  (meters)          (02/28/01) GPS OBS
 AJ1668  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 AJ1668
 AJ1668  HORZ ORDER  -  A
 AJ1668  ELLP ORDER  -  SECOND    CLASS I
 AJ1668
 AJ1668.The horizontal coordinates were established by GPS observations
 AJ1668.and adjusted by the National Geodetic Survey in February 2001..
 AJ1668
 AJ1668.The orthometric height was determined by GPS observations and a
 AJ1668.high-resolution geoid model.
 AJ1668
 AJ1668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1668
 AJ1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1668
 AJ1668.The ellipsoidal height was determined by GPS observations
 AJ1668.and is referenced to NAD 83.
 AJ1668
 AJ1668.The geoid height was determined by GEOID03.
 AJ1668
 AJ1668;                    North         East     Units Scale Factor Converg.
 AJ1668;SPC WY E     -   255,282.449   181,975.852   MT  0.99994150   -0 08 58.9
 AJ1668;UTM  13      - 4,738,500.096   468,352.865   MT  0.99961232   -0 15 46.6
 AJ1668
 AJ1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1668!SPC WY E     -   0.99976761  x   0.99994150  =   0.99970912
 AJ1668!UTM  13      -   0.99976761  x   0.99961232  =   0.99938002
 AJ1668
 AJ1668                          SUPERSEDED SURVEY CONTROL
 AJ1668
 AJ1668.No superseded survey control is available for this station.
 AJ1668
 AJ1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6835338500(NAD 83)
 AJ1668_MARKER: DD = SURVEY DISK
 AJ1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1668_STAMPING: CONVERSE 12098 1991 DMA
 AJ1668_MARK LOGO: DMA   
 AJ1668_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1668+STABILITY: SURFACE MOTION
 AJ1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1668+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1999
 AJ1668
 AJ1668  HISTORY     - Date     Condition        Report By
 AJ1668  HISTORY     - 1991     MONUMENTED       DMA
 AJ1668  HISTORY     - 19990807 GOOD             NGS
 AJ1668
 AJ1668                          STATION DESCRIPTION
 AJ1668
 AJ1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AJ1668'THE STATION IS LOCATED ABOUT 8.85 KM (5.50 MI) NORTHWEST OF DOUGLAS AT
 AJ1668'THE CONVERSE COUNTY AIRPORT, ABOUT MIDFIELD AND APPROXIMATELY CENTERED
 AJ1668'BETWEEN THE WIND SOCK IN A SEGMENTED CIRCLE AND THE TETRAHEDRON IN AN
 AJ1668'OPEN GRASSY AREA.  NOTE--CONTACT AIRPORT MANAGER, MR.STEVE GOOD ONE
 AJ1668'DAY IN ADVANCE BEFORE OCCUPYING THIS STATION. PHONE-- (307) 358-4924.
 AJ1668'OWNERSHIP--CONVERSE COUNTY TO REACH THE STATION FROM THE JUNCTION OF
 AJ1668'US HIGHWAYS 20,26,87 AND STATE HIGHWAYS 59, 91 AND 94 LOCATED AT THE
 AJ1668'EAST END OF THE EXIT RAMP OF EXIT (140) OF INTERSTATE HIGHWAY 25, ON
 AJ1668'THE WEST SIDE OF DOUGLAS.  GO NORTHEAST ON STATE HIGHWAY 59 FOR 5.39
 AJ1668'KM (3.35 MI) TO THE ENTRANCE ROAD TO CONVERSE COUNTY AIRPORT ON THE
 AJ1668'LEFT, TURN LEFT, WEST-NORTHWEST ON THE AIRPORT ROAD FOR 1.93 KM (1.20
 AJ1668'MI) TO THE ENTRANCE ROAD OF THE AIRPORT OFFICE BUILDING, TURN LEFT,
 AJ1668'SOUTHWEST ON THE ROAD FOR 0.08 KM (0.05 MI) TO THE OFFICE ENTRANCE ON
 AJ1668'THE RIGHT, CONTINUE AHEAD, NORTHWEST ACROSS THE APRON FOR 0.08 KM
 AJ1668'(0.05 MI) TO ITS SOUTHWEST EDGE, TURN RIGHT, NORTHWEST ON THE APRON
 AJ1668'FOR 0.16 KM (0.10 MI) TO THE END OF THE APRON-TIE DOWN AREA, TURN
 AJ1668'LEFT, SOUTHWEST CROSSING AN OPEN GRASSY FIELD FOR 0.08 KM (0.05 MI) TO
 AJ1668'THE STATION ON THE RIGHT, SOUTHWEST OF A FIBERGLASS WITNESS POST AND
 AJ1668'APROXIMATELY CENTERED BETWEEN THE WIND SOCK AND TETRAHEDRON.  THE
 AJ1668'STATION IS A STANDARD DMA ALUMINUM DISK SET IN THE TOP OF A 20 CM
 AJ1668'CONCRETE POST ABOUT FLUSH WITH THE GROUND, ENCASED IN A 20 CM PVC PIPE
 AJ1668'SET TO THE DEPTH OF 4.58 M (15.03 FT) .  LOCATED 114.15 M (374.51 FT)
 AJ1668'WEST-NORTHWEST OF THE METAL POLE SUPPORTING THE TETRAHEDRON, 119.33 M
 AJ1668'(391.50 FT) SOUTHEAST OF THE WIND SOCK, 78.49 M (257.51 FT) NORTHEAST
 AJ1668'OF THE CENTER OF THE TAXIWAY PARALLELING RUNWAY 10/28 AND 1.6 M (5.2
 AJ1668'FT) SOUTHWEST OF A DMA FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0559 ***********************************************************************
 NQ0559  DESIGNATION -  CONVERSE CO APT AP STA A
 NQ0559  PID         -  NQ0559
 NQ0559  STATE/COUNTY-  WY/CONVERSE
 NQ0559  USGS QUAD   -  IRVINE (1949)
 NQ0559
 NQ0559                         *CURRENT SURVEY CONTROL
 NQ0559  ___________________________________________________________________
 NQ0559* NAD 83(1993)-  42 44 29.02789(N)    105 21 34.86102(W)     ADJUSTED  
 NQ0559* NAVD 88     -      1486.7    (meters)    4878.     (feet)  GPS OBS   
 NQ0559  ___________________________________________________________________
 NQ0559  X           -  -1,242,959.582 (meters)                     COMP
 NQ0559  Y           -  -4,524,970.402 (meters)                     COMP
 NQ0559  Z           -   4,307,446.368 (meters)                     COMP
 NQ0559  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 NQ0559  ELLIP HEIGHT-        1472.40  (meters)          (09/07/01) GPS OBS
 NQ0559  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0559
 NQ0559  HORZ ORDER  -  B
 NQ0559  ELLP ORDER  -  FOURTH    CLASS I
 NQ0559
 NQ0559.This mark is at Converse County Airport (DGW)
 NQ0559
 NQ0559.The horizontal coordinates were established by GPS observations
 NQ0559.and adjusted by the National Geodetic Survey in October 1994..
 NQ0559
 NQ0559.The orthometric height was determined by GPS observations and a
 NQ0559.high-resolution geoid model.
 NQ0559
 NQ0559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NQ0559
 NQ0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0559
 NQ0559.The ellipsoidal height was determined by GPS observations
 NQ0559.and is referenced to NAD 83.
 NQ0559
 NQ0559.The geoid height was determined by GEOID03.
 NQ0559
 NQ0559;                    North         East     Units Scale Factor Converg.
 NQ0559;SPC WY E     -   248,945.336   184,196.353   MT  0.99994057   -0 07 51.6
 NQ0559;UTM  13      - 4,732,160.699   470,560.117   MT  0.99961066   -0 14 38.8
 NQ0559
 NQ0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0559!SPC WY E     -   0.99976914  x   0.99994057  =   0.99970972
 NQ0559!UTM  13      -   0.99976914  x   0.99961066  =   0.99937989
 NQ0559
 NQ0559:                Primary Azimuth Mark                     Grid Az
 NQ0559:SPC WY E     -  CONVERSE COUNTY APT ARP                  301 04 22.3
 NQ0559:UTM  13      -  CONVERSE COUNTY APT ARP                  301 11 09.5
 NQ0559
 NQ0559|---------------------------------------------------------------------|
 NQ0559| PID    Reference Object                     Distance      Geod. Az  |
 NQ0559|                                                           dddmmss.s |
 NQ0559| NQ0562 CONVERSE COUNTY APT ARP             APPROX. 0.6 KM 3005630.7 |
 NQ0559| NQ0561 AIRPORT BEACON CONVERSE CO APT      APPROX. 1.0 KM 3141934.3 |
 NQ0559|---------------------------------------------------------------------|
 NQ0559
 NQ0559                          SUPERSEDED SURVEY CONTROL
 NQ0559
 NQ0559  ELLIP H (10/19/94) 1472.44   (m)                       GP(       ) 4 1
 NQ0559  NAD 83(1986)-  42 44 28.99120(N)    105 21 34.83775(W) AD(       ) 3
 NQ0559  NAD 27      -  42 44 29.10700(N)    105 21 32.89600(W) AD(       ) 3
 NQ0559  NGVD 29 (07/19/86) 1485.96   (m)         4875.2    (f) LEVELING    3  
 NQ0559
 NQ0559.Superseded values are not recommended for survey control.
 NQ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0559.See file dsdata.txt to determine how the superseded data were derived.
 NQ0559
 NQ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7056032161(NAD 83)
 NQ0559_MARKER: DT = TOPOGRAPHIC STATION DISK
 NQ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0559_STAMPING: AP 1960 STA A
 NQ0559_MARK LOGO: CGS   
 NQ0559_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0559+STABILITY: SURFACE MOTION
 NQ0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0559+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1993
 NQ0559
 NQ0559  HISTORY     - Date     Condition        Report By
 NQ0559  HISTORY     - 1960     MONUMENTED       CGS
 NQ0559  HISTORY     - 19930615 GOOD             NGS
 NQ0559
 NQ0559                          STATION DESCRIPTION
 NQ0559
 NQ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 NQ0559'ON THE SOUTHERLY EDGE OF THE NW/SE RUNWAY.  509.20 FT. NW OF
 NQ0559'THE SE END OF THE RUNWAY.  A STANDARD TOPO DISK IN CONCRETE
 NQ0559'MONUMENT FLUSH WITH SURFACE OF RUNWAY.
 NQ0559
 NQ0559                          STATION RECOVERY (1993)
 NQ0559
 NQ0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 NQ0559'NOTE--THE WITNESS POST AT THE STATION MAY BE ONLY TEMPORARY AS STATION
 NQ0559'IS AT A DRAG STRIP.  RACES ARE USUALLY HELD BIWEEKLY IN THE SUMMER
 NQ0559'MONTHS, ON THE WEEKENDS.  NO WORK ALLOWED AT STATION DURING RACES.
 NQ0559'STATION IS LOCATED ON THE SOUTH SIDE OF DOUGLAS, AT THE OLD COUNTY
 NQ0559'AIRPORT, NOW THE DOUGLAS INTERNATIONAL RACEWAY, ALONG THE OLD RUNWAY,
 NQ0559'IN THE SOUTH EDGE OF THE PAVEMENT, NEAR THE SOUTHWEST END OF THE
 NQ0559'RUNWAY, IN THE SOUTHWEST 1/4 OF SECTION 15, T 32 N, R 71 W.
 NQ0559'OWNERSHIP--CONVERSE COUNTY, C/O JOHN PEXTON, COUNTY COMMISSIONER,
 NQ0559'PHONE 307-358-4932 TO REACH FROM THE UNDERPASS AT EXIT 135 OF
 NQ0559'INTERSTATE HIGHWAY 25 JUST SOUTHEAST OF DOUGLAS, GO NORTHWEST ON
 NQ0559'BUSINESS ROUTES FOR HIGHWAY 25 AND US HIGHWAYS 20, 26 AND 87 FOR 2.91
 NQ0559'KM (1.80 MI) TO CHEYENNE STREET ON THE RIGHT.  CONTINUE AHEAD FOR 0.19
 NQ0559'KM (0.10 MI) TO HARRISON STREET ON THE RIGHT AND ENTRANCE TO THE
 NQ0559'RACEWAY ON THE LEFT. TURN LEFT, SOUTHWEST, ON PAVED ROAD FOR 30 M
 NQ0559'(98.4 FT) TO A T-ROAD. TURN RIGHT, WESTERLY, ON ROAD FOR 0.15 KM (0.10
 NQ0559'MI) TO AN OLD TAXI JUST PAST HANGAR ON THE RIGHT.  BEAR RIGHT,
 NQ0559'WESTERLY, ON TAXI FOR 0.3 O KM TO THE NORTHWEST END OF THE OLD RUNWAY.
 NQ0559'TURN LEFT, SOUTHEAST, ALONG SOUTHWEST SIDE OF RUNWAY FOR 1.23 KM (0.75
 NQ0559'MI) TO PAVED LANE ON THE LEFT AT END OF METAL GUARDRAIL.  CONTINUE
 NQ0559'AHEAD FOR 158 M (518.4 FT) TO STATION ON THE RIGHT. STATION MARK IS
 NQ0559'SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 1 CM BELOW GROUND AND 5
 NQ0559'CM BELOW PAVEMENT LAYER.  POST IS PARTIALLY COVERED BY THE OVERLAY,
 NQ0559'0.1 M (0.3 FT) SOUTHWEST OF THE RUNWAY EDGE, 11.6 M (38.1 FT)
 NQ0559'SOUTHWEST OF THE RUNWAY CENTER, 0.7 M (2.3 FT) NORTHEAST OF A
 NQ0559'FIBERGLASS WITNESS POST, 155.1 M (508.9 FT) NORTHWEST OF THE RUNWAY
 NQ0559'END, 75.3 M (247.0 FT) NORTHWEST OF BEND IN PAVEMENT EDGE AT TURNOUT,
 NQ0559'AND 51.6 M (169.3 FT) NORTH-NORTHEAST OF A LARGE FENCE POST AT SLIGHT
 NQ0559'BEND IN FENCE LINE. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0562 ***********************************************************************
 NQ0562  DESIGNATION -  CONVERSE COUNTY APT ARP
 NQ0562  PID         -  NQ0562
 NQ0562  STATE/COUNTY-  WY/CONVERSE
 NQ0562  USGS QUAD   -  IRVINE (1949)
 NQ0562
 NQ0562                         *CURRENT SURVEY CONTROL
 NQ0562  ___________________________________________________________________
 NQ0562* NAD 83(1993)-  42 44 39.41537(N)    105 21 58.37145(W)     ADJUSTED  
 NQ0562* NAVD 88     -      1480.45   (+/-2cm)    4857.1    (feet)  VERTCON   
 NQ0562  ___________________________________________________________________
 NQ0562  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 NQ0562  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NQ0562
 NQ0562  HORZ ORDER  -  THIRD
 NQ0562  VERT ORDER  -  THIRD ? (See Below)
 NQ0562
 NQ0562.This mark is at Converse County Airport (DGW)
 NQ0562
 NQ0562.The horizontal coordinates were established by classical geodetic methods
 NQ0562.and adjusted by the National Geodetic Survey in January 1997..
 NQ0562
 NQ0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0562.The vertical order pertains to the NGVD 29 superseded value.
 NQ0562
 NQ0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0562
 NQ0562.The geoid height was determined by GEOID03.
 NQ0562
 NQ0562;                    North         East     Units Scale Factor Converg.
 NQ0562;SPC WY E     -   249,267.093   183,662.399   MT  0.99994078   -0 08 07.6
 NQ0562;UTM  13      - 4,732,483.404   470,026.974   MT  0.99961105   -0 14 54.8
 NQ0562
 NQ0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0562!SPC WY E     -   0.99977012  x   0.99994078  =   0.99971091
 NQ0562!UTM  13      -   0.99977012  x   0.99961105  =   0.99938126
 NQ0562
 NQ0562:                Primary Azimuth Mark                     Grid Az
 NQ0562:SPC WY E     -  AIRPORT BEACON CONVERSE CO APT           332 35 11.9
 NQ0562:UTM  13      -  AIRPORT BEACON CONVERSE CO APT           332 41 59.1
 NQ0562
 NQ0562|---------------------------------------------------------------------|
 NQ0562| PID    Reference Object                     Distance      Geod. Az  |
 NQ0562|                                                           dddmmss.s |
 NQ0562| NQ0561 AIRPORT BEACON CONVERSE CO APT      463.793 METERS 3322704.3 |
 NQ0562|---------------------------------------------------------------------|
 NQ0562
 NQ0562                          SUPERSEDED SURVEY CONTROL
 NQ0562
 NQ0562  NAD 83(1986)-  42 44 39.37911(N)    105 21 58.34871(W) AD(       ) 3
 NQ0562  NAD 27      -  42 44 39.49500(N)    105 21 56.40700(W) AD(       ) 3
 NQ0562  NGVD 29 (07/19/86) 1479.58   (m)         4854.3    (f) LEVELING    3  
 NQ0562
 NQ0562.Superseded values are not recommended for survey control.
 NQ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0562.See file dsdata.txt to determine how the superseded data were derived.
 NQ0562
 NQ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7002732483(NAD 83)
 NQ0562_MARKER: DT = TOPOGRAPHIC STATION DISK
 NQ0562_SETTING: 0 = UNSPECIFIED SETTING
 NQ0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0562
 NQ0562  HISTORY     - Date     Condition        Report By
 NQ0562  HISTORY     - 1960     MONUMENTED       CGS
 NQ0562
 NQ0562                          STATION DESCRIPTION
 NQ0562
 NQ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 NQ0562'IN THE APPROXIMATE CENTER OF THE AIRPORT, 103.6 FT. N. OF THE
 NQ0562'NORTHERLY EDGE OF THE NW/SE RUNWAY.  9.8 FT. SE OF THE THIRD
 NQ0562'RUNWAY LIGHT SE OF INTERSECTION OF RUNWAYS AND TAXIWAY.  3.7 FT.
 NQ0562'E. OF A 4 X 4 WITNESS POST.  A STANDARD TOPO DISK IN CONCRETE
 NQ0562'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0544 ***********************************************************************
 NQ0544  DESIGNATION -  CONVEX
 NQ0544  PID         -  NQ0544
 NQ0544  STATE/COUNTY-  WY/CONVERSE
 NQ0544  USGS QUAD   -  GLENDO (1978)
 NQ0544
 NQ0544                         *CURRENT SURVEY CONTROL
 NQ0544  ___________________________________________________________________
 NQ0544* NAD 83(1993)-  42 36 59.44684(N)    105 02 08.09332(W)     ADJUSTED  
 NQ0544* NAVD 88     -      1554.2    (meters)    5099.     (feet)  VERTCON   
 NQ0544  ___________________________________________________________________
 NQ0544  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 NQ0544  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NQ0544
 NQ0544  HORZ ORDER  -  SECOND
 NQ0544
 NQ0544.The horizontal coordinates were established by classical geodetic methods
 NQ0544.and adjusted by the National Geodetic Survey in January 1997..
 NQ0544
 NQ0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0544
 NQ0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0544
 NQ0544.The geoid height was determined by GEOID03.
 NQ0544
 NQ0544;                    North         East     Units Scale Factor Converg.
 NQ0544;SPC WY E     -   235,063.584   210,754.374   MT  0.99993892   +0 05 19.5
 NQ0544;UTM  13      - 4,718,231.263   497,081.842   MT  0.99960010   -0 01 26.7
 NQ0544
 NQ0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0544!SPC WY E     -   0.99975853  x   0.99993892  =   0.99969747
 NQ0544!UTM  13      -   0.99975853  x   0.99960010  =   0.99935873
 NQ0544
 NQ0544:                Primary Azimuth Mark                     Grid Az
 NQ0544:SPC WY E     -  CB 66                                    021 54 04.5
 NQ0544:UTM  13      -  CB 66                                    022 00 50.7
 NQ0544
 NQ0544|---------------------------------------------------------------------|
 NQ0544| PID    Reference Object                     Distance      Geod. Az  |
 NQ0544|                                                           dddmmss.s |
 NQ0544| CQ4300 CB 66                                              0215924.0 |
 NQ0544| CP9060 CONVEX RM 3                           8.712 METERS 13705     |
 NQ0544| CP9058 CONVEX RM 1                          13.773 METERS 22445     |
 NQ0544| CP9059 CONVEX RM 2                           9.404 METERS 32458     |
 NQ0544|---------------------------------------------------------------------|
 NQ0544
 NQ0544                          SUPERSEDED SURVEY CONTROL
 NQ0544
 NQ0544  NAD 83(1986)-  42 36 59.42519(N)    105 02 08.08274(W) AD(       ) 2
 NQ0544  NAD 27      -  42 36 59.53900(N)    105 02 06.18100(W) AD(       ) 2
 NQ0544  NGVD 29 (07/19/86) 1553.4    (m)         5096.     (f) VERT ANG       
 NQ0544
 NQ0544.Superseded values are not recommended for survey control.
 NQ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0544.See file dsdata.txt to determine how the superseded data were derived.
 NQ0544
 NQ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9708218231(NAD 83)
 NQ0544_MARKER: DD = SURVEY DISK
 NQ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0544
 NQ0544  HISTORY     - Date     Condition        Report By
 NQ0544  HISTORY     - 1948     MONUMENTED       USGS
 NQ0544
 NQ0544                          STATION DESCRIPTION
 NQ0544
 NQ0544'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0544'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE SOUTHWEST OF
 NQ0544'SHAWNEE AND ABOUT 8 MILES AIRLINE NORTH OF GLENDO ON THE
 NQ0544'HIGHEST PART OF A LARGE, FLAT-TOPPED, GRASS-COVERED HILL.
 NQ0544'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 NQ0544'IN AN 8 INCH SQUARE, CONCRETE POST THAT PROJECTS 4 INCHES.
 NQ0544'IT IS 80 PACES NORTH OF A WIRE FENCE, 14 PACES WEST OF A
 NQ0544'ROAD AND 10 FEET WEST OF A WHITE WITNESS POST.  IT IS STAMPED,
 NQ0544'CONVEX 1947.
 NQ0544'
 NQ0544'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 NQ0544'MARK SET IN AN 8 INCH SQUARE, CONCRETE POST THAT PROJECTS
 NQ0544'4 INCHES.  IT IS THE SAME ELEVATION AS THE STATION MARK AND
 NQ0544'IS STAMPED, CONVEX NO. 1.
 NQ0544'
 NQ0544'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 NQ0544'MARK SET IN AN 8 INCH SQUARE, CONCRETE POST THAT PROJECTS
 NQ0544'5 INCHES.  IT IS THE SAME ELEVATION AS THE STATION MARK AND
 NQ0544'IS STAMPED, CONVEX NO. 2.
 NQ0544'
 NQ0544'REFERENCE MARK NO. 3 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 NQ0544'AS THE STATION MARK AND IS STAMPED, CONVEX NO 3 1948.
 NQ0544'
 NQ0544'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 NQ0544'IN AN 8 INCH SQUARE, CONCRETE POST THAT PROJECTS 4 INCHES AND
 NQ0544'IS 17 PACES EAST OF A ROAD AND 6 FEET NORTH OF A WHITE WITNESS
 NQ0544'POST.  IT IS STAMPED, CB 66 1947.
 NQ0544'
 NQ0544'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND
 NQ0544'87 AT ORIN.  GO NORTHEAST ON U.S. HIGHWAY 20, 4.2 MILES TO
 NQ0544'A ROAD RIGHT THROUGH A CATTLE GUARD.  TURN RIGHT, GO 3.3
 NQ0544'MILES TO A CROSSROAD.  TURN RIGHT, GO 2.1 MILES TO A FORK.
 NQ0544'TURN LEFT, GO 0.8 MILE TO A ROAD RIGHT.  TURN RIGHT, GO 1.9
 NQ0544'MILE TO AZIMUTH MARK ON LEFT.  CONTINUE 0.9 MILE TO STATION
 NQ0544'ON RIGHT.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1256 ***********************************************************************
 PY1256  DESIGNATION -  COOK
 PY1256  PID         -  PY1256
 PY1256  STATE/COUNTY-  WY/PARK
 PY1256  USGS QUAD   -  COOK PEAK (1986)
 PY1256
 PY1256                         *CURRENT SURVEY CONTROL
 PY1256  ___________________________________________________________________
 PY1256* NAD 83(1993)-  44 50 33.87452(N)    110 34 31.32887(W)     ADJUSTED  
 PY1256* NAVD 88     -      2970.8    (meters)    9747.     (feet)  VERTCON   
 PY1256  ___________________________________________________________________
 PY1256  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 PY1256  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY1256
 PY1256  HORZ ORDER  -  THIRD
 PY1256
 PY1256.The horizontal coordinates were established by classical geodetic methods
 PY1256.and adjusted by the National Geodetic Survey in January 1997..
 PY1256
 PY1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1256
 PY1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1256
 PY1256.The geoid height was determined by GEOID03.
 PY1256
 PY1256;                    North         East     Units Scale Factor Converg.
 PY1256;SPC WYWC     -   484,010.727   455,691.119   MT  1.00019350   -1 17 14.7
 PY1256;UTM  12      - 4,965,569.065   533,558.831   MT  0.99961385   +0 17 58.0
 PY1256
 PY1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1256!SPC WYWC     -   0.99953575  x   1.00019350  =   0.99972916
 PY1256!UTM  12      -   0.99953575  x   0.99961385  =   0.99914978
 PY1256
 PY1256:                Primary Azimuth Mark                     Grid Az
 PY1256:SPC WYWC     -  PROSPECT                                 050 02 38.3
 PY1256:UTM  12      -  PROSPECT                                 048 27 25.6
 PY1256
 PY1256|---------------------------------------------------------------------|
 PY1256| PID    Reference Object                     Distance      Geod. Az  |
 PY1256|                                                           dddmmss.s |
 PY1256| PY1254 PROSPECT                            APPROX. 7.6 KM 0484523.6 |
 PY1256|---------------------------------------------------------------------|
 PY1256
 PY1256                          SUPERSEDED SURVEY CONTROL
 PY1256
 PY1256  NAD 83(1993)-  44 50 33.87445(N)    110 34 31.32884(W) AD(       ) 3
 PY1256  NAD 83(1986)-  44 50 33.86450(N)    110 34 31.31309(W) AD(       ) 3
 PY1256  NAD 27      -  44 50 34.09875(N)    110 34 28.58036(W) AD(       ) 3
 PY1256  NGVD 29 (07/19/86) 2969.4    (m)         9742.     (f) VERT ANG       
 PY1256
 PY1256.Superseded values are not recommended for survey control.
 PY1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1256.See file dsdata.txt to determine how the superseded data were derived.
 PY1256
 PY1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ3355965569(NAD 83)
 PY1256_MARKER: DD = SURVEY DISK
 PY1256_SETTING: 66 = SET IN ROCK OUTCROP
 PY1256_SP_SET: SET IN ROCK OUTCROP
 PY1256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1256+STABILITY: POSITION/ELEVATION WELL
 PY1256
 PY1256  HISTORY     - Date     Condition        Report By
 PY1256  HISTORY     - 1955     MONUMENTED       USGS
 PY1256  HISTORY     - 1958     POOR             USGS
 PY1256
 PY1256                          STATION DESCRIPTION
 PY1256
 PY1256'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1256'STATION LOCATED ON HIGHEST POINT OF COOK PEAK, ABOUT 11 MI. (AIRLINE)
 PY1256'SE. OF MAMMOTH HOT SPRINGS IN YELLOWSTONE PARK.
 PY1256'
 PY1256'TO REACH STATION FROM THE POST OFFICE IN MAMMOTH, GO SE. ON THE
 PY1256'MAMMOTH TOWER FALLS ROAD 7.2 MI. TO BLACKTAIL DEER CREEK AND DIRT RD.
 PY1256'TO THE RIGHT.  TURN RIGHT (S.) ONTO MAIN TRACK RD. AND PROCEED 3.8
 PY1256'MI. TO A LOCKED GATE AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 PY1256'IN SE. DIRECTION UP RIDGE LEADING TO COOK PEAK.  THIS IS 3-1/2-HOUR
 PY1256'PACK WITH HORSES.
 PY1256
 PY1256                          STATION RECOVERY (1958)
 PY1256
 PY1256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PY1256'STATION LOCATED ON HIGHEST POINT OF COOK PEAK, ABOUT 11 MI. (AIRLINE)
 PY1256'SE. OF MAMMOTH HOT SPRINGS IN YELLOWSTONE PARK.
 PY1256'
 PY1256'TO REACH STATION FROM THE POST OFFICE IN MAMMOTH, GO SE. ON THE
 PY1256'MAMMOTH TOWER FALLS ROAD 7.2 MI. TO BLACKTAIL DEER CREEK AND DIRT RD.
 PY1256'TO THE RIGHT.  TURN RIGHT (S.) ONTO MAIN TRACK RD. AND PROCEED 3.8
 PY1256'MI. TO A LOCKED GATE AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 PY1256'IN SE. DIRECTION UP RIDGE LEADING TO COOK PEAK.  THIS IS 3-1/2 HOUR
 PY1256'PACK WITH HORSES.
 PY1256'
 PY1256'RECOVERED AND REPORTED TABLET IS LYING LOOSE ON TOP
 PY1256'OF THE ROCK.
 PY1256'
 PY1256'STATION MARK--STANDARD TABLET, STAMPED ---COOK 1955---, SET IN A LARGE
 PY1256'ROCK AT THE HIGHEST POINT OF THE PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0471 ***********************************************************************
 PX0471  DESIGNATION -  COOKE
 PX0471  PID         -  PX0471
 PX0471  STATE/COUNTY-  WY/PARK
 PX0471  USGS QUAD   -  PILOT PEAK (1991)
 PX0471
 PX0471                         *CURRENT SURVEY CONTROL
 PX0471  ___________________________________________________________________
 PX0471* NAD 83(1993)-  44 58 39.53921(N)    109 54 04.88532(W)     ADJUSTED  
 PX0471* NAVD 88     -      3309.6    (meters)   10858.     (feet)  VERTCON   
 PX0471  ___________________________________________________________________
 PX0471  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 PX0471  GEOID HEIGHT-          -7.48  (meters)                     GEOID03
 PX0471
 PX0471  HORZ ORDER  -  FIRST
 PX0471
 PX0471.The horizontal coordinates were established by classical geodetic methods
 PX0471.and adjusted by the National Geodetic Survey in January 1997..
 PX0471
 PX0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0471
 PX0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0471
 PX0471.The geoid height was determined by GEOID03.
 PX0471
 PX0471;                    North         East     Units Scale Factor Converg.
 PX0471;SPC WYWC     -   498,025.692   509,189.517   MT  1.00003887   -0 48 49.9
 PX0471;SPC WY W     -   597,396.835   814,352.935   MT  0.99994003   +0 07 43.1
 PX0471;SPC MT       -    80,961.661   568,341.679   MT  1.00001349   -0 17 36.9
 PX0471;SPC MT       -   265,622.25  1,864,638.05   iFT  1.00001349   -0 17 36.9
 PX0471;UTM  12      - 4,981,054.638   586,623.541   MT  0.99969227   +0 46 35.8
 PX0471
 PX0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0471!SPC WYWC     -   0.99948254  x   1.00003887  =   0.99952139
 PX0471!SPC WY W     -   0.99948254  x   0.99994003  =   0.99942260
 PX0471!SPC MT       -   0.99948254  x   1.00001349  =   0.99949602
 PX0471!UTM  12      -   0.99948254  x   0.99969227  =   0.99917497
 PX0471
 PX0471:                Primary Azimuth Mark                     Grid Az
 PX0471:SPC WYWC     -  PILOT PEAK                               096 37 57.5
 PX0471:SPC WY W     -  PILOT PEAK                               095 41 24.5
 PX0471:SPC MT       -  PILOT PEAK                               096 06 44.5
 PX0471:UTM  12      -  PILOT PEAK                               095 02 31.8
 PX0471
 PX0471|---------------------------------------------------------------------|
 PX0471| PID    Reference Object                     Distance      Geod. Az  |
 PX0471|                                                           dddmmss.s |
 PX0471| PX0470 PILOT PEAK                          APPROX. 1.6 KM 0954907.6 |
 PX0471| CQ5334 COOKE RM 1                            3.788 METERS 15646     |
 PX0471| CQ5335 COOKE RM 2                            4.757 METERS 32519     |
 PX0471| CQ5333 COOKE AZ MK                                        3325716.7 |
 PX0471|---------------------------------------------------------------------|
 PX0471
 PX0471                          SUPERSEDED SURVEY CONTROL
 PX0471
 PX0471  NAD 83(1993)-  44 58 39.53768(N)    109 54 04.87944(W) AD(       ) 1
 PX0471  NAD 83(1986)-  44 58 39.53111(N)    109 54 04.87408(W) AD(       ) 1
 PX0471  NAD 27      -  44 58 39.74700(N)    109 54 02.22100(W) AD(       ) 1
 PX0471  NGVD 29 (07/19/86) 3308.2    (m)        10854.     (f) VERT ANG       
 PX0471
 PX0471.Superseded values are not recommended for survey control.
 PX0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0471.See file dsdata.txt to determine how the superseded data were derived.
 PX0471
 PX0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ8662481055(NAD 83)
 PX0471_MARKER: DS = TRIANGULATION STATION DISK
 PX0471_SETTING: 66 = SET IN ROCK OUTCROP
 PX0471
 PX0471  HISTORY     - Date     Condition        Report By
 PX0471  HISTORY     - 1950     MONUMENTED       CGS
 PX0471  HISTORY     - 1953     GOOD             USGS
 PX0471  HISTORY     - 1955     GOOD             CGS
 PX0471
 PX0471                          STATION DESCRIPTION
 PX0471
 PX0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0471'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF COOKE CITY,
 PX0471'2 MILES SOUTH OF THE MONTANA-WYOMING STATE LINE, AND 1 MILE
 PX0471'WEST OF PILOT PEAK.  THE STATION IS ON A ROCKY PEAK, IT BEING
 PX0471'THE MIDDLE ONE OF THREE PEAKS IN A NORTH-SOUTH DIRECTION, AND
 PX0471'CONNECTED TO PILOT PEAK BY A HOGBACK RIDGE.  THE STATION MARK
 PX0471'IS SET FLUSH WITH THE GROUND, AND THE DISK IS STAMPED COOKE
 PX0471'1950.
 PX0471'
 PX0471'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE GROUND, AND THE
 PX0471'DISK IS STAMPED COOKE NO 1 1950.
 PX0471'
 PX0471'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE GROUND, AND THE
 PX0471'DISK IS STAMPED COOKE NO 2 1950.
 PX0471'
 PX0471'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE NORTHWEST OF THE
 PX0471'STATION ALONG THE EAST EDGE OF A HOGBACK RIDGE AND ABOUT
 PX0471'500 FEET LOWER IN ELEVATION.  THE MARK IS ABOUT 50 FEET
 PX0471'NORTH OF A SHARP PINNACLE AND 6 FEET WEST OF THE EAST EDGE
 PX0471'OF THE RIDGE.  THE DISK IS SET IN A BOULDER PROJECTING 4 FEET
 PX0471'AND STAMPED COOKE 1950.
 PX0471'
 PX0471'TO REACH THE STATION FROM THE MAIN INTERSECTION IN COOKE CITY,
 PX0471'GO SOUTH ON U.S. HIGHWAY 12 FOR 0.15 MILE TO A TRACK ROAD LEFT
 PX0471'AT A FILLING STATION.  TURN LEFT AND GO 0.1 MILE TO A FORK.
 PX0471'TAKE THE LEFT FORK, EASTERLY, AND GO 0.7 MILE TO A MINE.
 PX0471'FROM HERE GO THROUGH THE TIMBER FOR ABOUT 0.5 MILE TO WOODY
 PX0471'CREEK.  TURN RIGHT AND GO UP THE LEFT SIDE OF THE CREEK FOR
 PX0471'ABOUT 3 MILES TO A MEADOW AT THE EDGE OF TIMBER LINE.  GO
 PX0471'SOUTHERLY UP A CANYON FOR ABOUT 3 MILES, FOLLOWING THE
 PX0471'CREEK, TO THE MOST SUITABLE OPENING TO THE EAST.  TURN
 PX0471'LEFT, EASTERLY, AND GO UP THE STEEP SLOPE TO THE EDGE OF
 PX0471'TIMBER LINE AND END OF HORSE TRAVEL.  FROM HERE PACK UP
 PX0471'THE STEEP ROCKY SLOPE TO THE HIGHEST POINT AND STATION
 PX0471'SITE.  HORSE PACK WILL BE ABOUT 3 HOURS.  BACK PACK IS 1
 PX0471'HOUR.
 PX0471
 PX0471                          STATION RECOVERY (1953)
 PX0471
 PX0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (EDE)
 PX0471'FOUND IN GOOD CONDITION AS DESCRIBED.
 PX0471'
 PX0471'RECOVERED.
 PX0471
 PX0471                          STATION RECOVERY (1955)
 PX0471
 PX0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 PX0471'THE STATION AND MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 PX0471'CONDITION.  THE TRUCK AND PACK ROUTE TO THE STATION WAS FOUND
 PX0471'TO BE ADEQUATE.
 PX0471'
 PX0471'THE STATION WAS VISITED BY A LIGHTKEEPER AND NO CHECK OF THE
 PX0471'DISTANCES AND DIRECTIONS TO THE MARKS WAS OBTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0393 ***********************************************************************
 PX0393  DESIGNATION -  COON
 PX0393  PID         -  PX0393
 PX0393  STATE/COUNTY-  WY/BIG HORN
 PX0393  USGS QUAD   -  GILMORE HILL NE (1966)
 PX0393
 PX0393                         *CURRENT SURVEY CONTROL
 PX0393  ___________________________________________________________________
 PX0393* NAD 83(1993)-  44 44 44.30093(N)    108 30 55.62044(W)     ADJUSTED  
 PX0393* NAVD 88     -      1307.1    (meters)    4288.     (feet)  VERTCON   
 PX0393  ___________________________________________________________________
 PX0393  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 PX0393  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 PX0393
 PX0393  HORZ ORDER  -  SECOND
 PX0393
 PX0393.The horizontal coordinates were established by classical geodetic methods
 PX0393.and adjusted by the National Geodetic Survey in January 1997..
 PX0393
 PX0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0393
 PX0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0393
 PX0393.The geoid height was determined by GEOID03.
 PX0393
 PX0393;                    North         East     Units Scale Factor Converg.
 PX0393;SPC WYEC     -   572,279.066   306,388.147   MT  1.00004522   -0 49 56.0
 PX0393;SPC WYWC     -   471,625.972   618,573.996   MT  0.99994174   +0 09 54.4
 PX0393;UTM  12      - 4,957,697.754   696,685.638   MT  1.00007573   +1 44 58.5
 PX0393
 PX0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0393!SPC WYEC     -   0.99979717  x   1.00004522  =   0.99984238
 PX0393!SPC WYWC     -   0.99979717  x   0.99994174  =   0.99973892
 PX0393!UTM  12      -   0.99979717  x   1.00007573  =   0.99987289
 PX0393
 PX0393:                Primary Azimuth Mark                     Grid Az
 PX0393:SPC WYEC     -  BYRON MUNICIPAL TANK                     008 35 58.2
 PX0393:SPC WYWC     -  BYRON MUNICIPAL TANK                     007 36 07.8
 PX0393:UTM  12      -  BYRON MUNICIPAL TANK                     006 01 03.7
 PX0393
 PX0393|---------------------------------------------------------------------|
 PX0393| PID    Reference Object                     Distance      Geod. Az  |
 PX0393|                                                           dddmmss.s |
 PX0393| PX0391 BYRON MUNICIPAL TANK                APPROX. 5.8 KM 0074602.2 |
 PX0393| CQ5337 COON RM 1                             5.163 METERS 05004     |
 PX0393| CQ5336 COON AZ MK                                         0845244.0 |
 PX0393| CQ5338 COON RM 2                            10.557 METERS 24608     |
 PX0393|---------------------------------------------------------------------|
 PX0393
 PX0393                          SUPERSEDED SURVEY CONTROL
 PX0393
 PX0393  NAD 83(1986)-  44 44 44.29225(N)    108 30 55.60697(W) AD(       ) 2
 PX0393  NAD 27      -  44 44 44.46430(N)    108 30 53.17380(W) AD(       ) 2
 PX0393  NGVD 29 (07/19/86) 1306.2    (m)         4285.     (f) VERT ANG       
 PX0393
 PX0393.Superseded values are not recommended for survey control.
 PX0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0393.See file dsdata.txt to determine how the superseded data were derived.
 PX0393
 PX0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ9668657698(NAD 83)
 PX0393_MARKER: DS = TRIANGULATION STATION DISK
 PX0393_SETTING: 66 = SET IN ROCK OUTCROP
 PX0393_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PX0393
 PX0393  HISTORY     - Date     Condition        Report By
 PX0393  HISTORY     - 1957     MONUMENTED       CGS
 PX0393  HISTORY     - 1975     GOOD             NGS
 PX0393
 PX0393                          STATION DESCRIPTION
 PX0393
 PX0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0393'LOCATED ON A LOW, SANDROCK RIDGE, ABOUT 3-1/2 MILES SOUTH-SOUTHWEST
 PX0393'OF BYRON, 3.75 MILES EAST OF THE PARKMAN-BIG HORN COUNTY LINE AND
 PX0393'1 MILE EAST OF COON CREEK.  THERE IS A MUCH HIGHER RIDGE ABOUT
 PX0393'0.3 MILE SOUTH OF THE STATION SITE.
 PX0393'
 PX0393'REACHED FROM THE POST OFFICE IN BYRON, BY GOING WEST ON STATE
 PX0393'HIGHWAY 14 FOR 0.15 MILE TO INTERSECTION AND GROCERY ON THE
 PX0393'RIGHT, TURN LEFT, SOUTHERLY, FOR 0.3 MILE TO A STEEL BRIDGE, CROSS
 PX0393'BRIDGE AND CONTINUE ON GRAVEL ROAD 0.2 MILE TO A FORK, TAKE LEFT
 PX0393'FORK AND FOLLOW GRADED DIRT ROAD FOR 0.65 MILE TO A FORK WHERE
 PX0393'MAIN DIRT ROAD TURNS LEFT, TAKE RIGHT FORK, SOUTHERLY, FOR 0.45
 PX0393'MILE TO INTERSECTION OF MACADAM ROAD, TURN RIGHT, WESTERLY,
 PX0393'ON MACADAM ROAD FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 PX0393'SOUTHERLY, AND FOLLOW GRADED ROAD FOR 1.85 MILE TO A SIDE
 PX0393'ROAD RIGHT JUST AFTER CROSSING A WOODEN BRIDGE OVER
 PX0393'IRRIGATION CANAL, TURN RIGHT ON DIRT ROAD FOR 0.6 MILE TO THE
 PX0393'AZIMUTH MARK ON THE RIGHT, CONTINUE ON DIRT ROAD, WESTERLY,
 PX0393'FOR 0.35 MILE TO A DIM ROAD RIGHT CROSSING THROUGH SADDLE IN
 PX0393'LOW RIDGE AND FOLLOW DIM TRACKS NORTHERLY FOR 0.1 MILE TO
 PX0393'EDGE OF RIDGE AND STATION.
 PX0393'
 PX0393'STATION MARK IS A STANDARD DISK, STAMPED COON 1957, SET IN A
 PX0393'DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE.  IT IS 9 FEET
 PX0393'SOUTHEAST OF THE NORTHWEST EDGE OF RIDGE.  A WHITE POST WAS SET
 PX0393'IN THE CENTER OF A CAIRN 11 FEET NORTH OF THE MARK.
 PX0393'
 PX0393'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COON NO 1 1957,
 PX0393'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE.
 PX0393'IT IS 6 FEET EAST OF THE CAIRN AND 4 FEET SOUTHEAST OF THE
 PX0393'NORTHWEST EDGE OF THE RIDGE.
 PX0393'
 PX0393'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COON NO 2 1957, SET
 PX0393'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE.  IT IS
 PX0393'45 FEET NORTHEAST OF THE CAIRN AND 2 FEET SOUTHEAST OF THE
 PX0393'NORTHWEST EDGE OF THE RIDGE.
 PX0393'
 PX0393'AZIMUTH MARK IS A STANDARD DISK, STAMPED COON 1957, SET IN A DRILL
 PX0393'HOLE IN BEDROCK PROJECTING 12 INCHES.  IT IS 37 FEET NORTH OF THE
 PX0393'CENTER OF A TRACK ROAD.  A WHITE POST WAS SET 3 FEET NORTH OF THE
 PX0393'MARK.
 PX0393
 PX0393                          STATION RECOVERY (1975)
 PX0393
 PX0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PX0393'A VISUAL RECOVERY ONLY.  ALL MARKS WERE RECOVERED AND ARE IN GOOD
 PX0393'CONDITION.  THE ROUTE TO STATION IS ADEQUATE WITH ONE MINOR CHANGE.
 PX0393'A FENCELINE NOW BLOCKS THE LAST 0.1 MILE DRIVE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1177 ***********************************************************************
 MO1177  DESIGNATION -  COONEY
 MO1177  PID         -  MO1177
 MO1177  STATE/COUNTY-  WY/PLATTE
 MO1177  USGS QUAD   -  SQUAW ROCK (1981)
 MO1177
 MO1177                         *CURRENT SURVEY CONTROL
 MO1177  ___________________________________________________________________
 MO1177* NAD 83(1993)-  41 58 44.78549(N)    105 08 16.41265(W)     ADJUSTED  
 MO1177* NAVD 88     -      1798.6    (meters)    5901.     (feet)  VERTCON   
 MO1177  ___________________________________________________________________
 MO1177  LAPLACE CORR-         -13.58  (seconds)                    DEFLEC99
 MO1177  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 MO1177
 MO1177  HORZ ORDER  -  THIRD
 MO1177
 MO1177.The horizontal coordinates were established by classical geodetic methods
 MO1177.and adjusted by the National Geodetic Survey in January 1997..
 MO1177
 MO1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1177
 MO1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1177
 MO1177.The geoid height was determined by GEOID03.
 MO1177
 MO1177;                    North         East     Units Scale Factor Converg.
 MO1177;SPC WY E     -   164,257.621   202,384.600   MT  0.99993757   +0 01 09.3
 MO1177;UTM  13      - 4,647,465.707   488,576.343   MT  0.99960161   -0 05 32.0
 MO1177
 MO1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1177!SPC WY E     -   0.99972006  x   0.99993757  =   0.99965764
 MO1177!UTM  13      -   0.99972006  x   0.99960161  =   0.99932178
 MO1177
 MO1177:                Primary Azimuth Mark                     Grid Az
 MO1177:SPC WY E     -  SQUAW ROCK                               231 51 31.7
 MO1177:UTM  13      -  SQUAW ROCK                               231 58 13.0
 MO1177
 MO1177|---------------------------------------------------------------------|
 MO1177| PID    Reference Object                     Distance      Geod. Az  |
 MO1177|                                                           dddmmss.s |
 MO1177| MO1178 SQUAW ROCK                          APPROX. 9.7 KM 2315241.0 |
 MO1177|---------------------------------------------------------------------|
 MO1177
 MO1177                          SUPERSEDED SURVEY CONTROL
 MO1177
 MO1177  NAD 83(1986)-  41 58 44.76775(N)    105 08 16.40744(W) AD(       ) 3
 MO1177  NAD 27      -  41 58 44.86882(N)    105 08 14.47849(W) AD(       ) 3
 MO1177  NGVD 29 (07/19/86) 1797.8    (m)         5898.     (f) VERT ANG       
 MO1177
 MO1177.Superseded values are not recommended for survey control.
 MO1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1177.See file dsdata.txt to determine how the superseded data were derived.
 MO1177
 MO1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG8857647466(NAD 83)
 MO1177
 MO1177  HISTORY     - Date     Condition        Report By
 MO1177  HISTORY     - UNK      MONUMENTED
 MO1177  HISTORY     - 1953     GOOD             USGS
 MO1177
 MO1177                          STATION DESCRIPTION
 MO1177
 MO1177'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (JWZ)
 MO1177'STATION LOCATED 13 MI. SW. OF WHEATLAND, WYOMING, ON THE CENTER AND
 MO1177'HIGHEST OF THREE HILLS, LOCALLY KNOWN AS THE COONER HILLS.
 MO1177'
 MO1177'TO REACH STATION FROM WHEATLAND, CONOCO SERVICE STATION, ON U.S.
 MO1177'HIGHWAY 87, GO 4.5 MI. W. ON HARD SURFACE RD., TURN LEFT AT T-RD.
 MO1177'INTERSECTION AND GO 1.0 MI. S., TURN RIGHT ON GRAVEL RD., GO W. ON
 MO1177'MAIN RD. 2.5 MI. TO CATTLEGUARD AND RD. FORK, TAKE LEFT FORK,
 MO1177'CONTINUE 5.3 MI. TO DIM RD. FORK, TAKE LEFT FORK AND CONTINUE ON
 MO1177'DIM RD. 1.3 MI. TO FOOT OF HIGHEST POINT AND END OF RD. (A 50 MINUTE
 MO1177'WALK TO TOP OF HILL).
 MO1177'
 MO1177'RECOVERED.
 MO1177'
 MO1177'STATION MARK--STANDARD TABLET, STAMPED ---COONEY 1947---, SET IN
 MO1177'LARGE BOULDER.
 MO1177'
 MO1177'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0614 ***********************************************************************
 MP0614  DESIGNATION -  COOP
 MP0614  PID         -  MP0614
 MP0614  STATE/COUNTY-  WY/CARBON
 MP0614  USGS QUAD   -  RAWLINS (1981)
 MP0614
 MP0614                         *CURRENT SURVEY CONTROL
 MP0614  ___________________________________________________________________
 MP0614* NAD 83(1993)-  41 45 24.59048(N)    107 07 38.25012(W)     ADJUSTED  
 MP0614* NAVD 88     -      2072.5    (meters)    6800.     (feet)  VERTCON   
 MP0614  ___________________________________________________________________
 MP0614  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 MP0614  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 MP0614
 MP0614  HORZ ORDER  -  THIRD
 MP0614
 MP0614.The horizontal coordinates were established by classical geodetic methods
 MP0614.and adjusted by the National Geodetic Survey in January 1997..
 MP0614
 MP0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0614
 MP0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0614
 MP0614.The geoid height was determined by GEOID03.
 MP0614
 MP0614;                    North         East     Units Scale Factor Converg.
 MP0614;SPC WYEC     -   239,590.882   417,134.477   MT  0.99994111   +0 08 14.0
 MP0614;UTM  13      - 4,624,964.961   323,148.943   MT  0.99998489   -1 25 01.5
 MP0614
 MP0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0614!SPC WYEC     -   0.99967715  x   0.99994111  =   0.99961828
 MP0614!UTM  13      -   0.99967715  x   0.99998489  =   0.99966204
 MP0614
 MP0614:                Primary Azimuth Mark                     Grid Az
 MP0614:SPC WYEC     -  GRENNVILLE                               129 58 56.5
 MP0614:UTM  13      -  GRENNVILLE                               131 32 12.0
 MP0614
 MP0614|---------------------------------------------------------------------|
 MP0614| PID    Reference Object                     Distance      Geod. Az  |
 MP0614|                                                           dddmmss.s |
 MP0614| MP0618 GRENNVILLE                          APPROX. 4.8 KM 1300710.5 |
 MP0614|---------------------------------------------------------------------|
 MP0614
 MP0614                          SUPERSEDED SURVEY CONTROL
 MP0614
 MP0614  NAD 83(1986)-  41 45 24.57860(N)    107 07 38.24156(W) AD(       ) 3
 MP0614  NAD 27      -  41 45 24.72504(N)    107 07 36.06921(W) AD(       ) 3
 MP0614  NGVD 29 (07/19/86) 2071.4    (m)         6796.     (f) VERT ANG       
 MP0614
 MP0614.Superseded values are not recommended for survey control.
 MP0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0614.See file dsdata.txt to determine how the superseded data were derived.
 MP0614
 MP0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2314924965(NAD 83)
 MP0614_MARKER: DD = SURVEY DISK
 MP0614_SETTING: 0 = UNSPECIFIED SETTING
 MP0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0614
 MP0614  HISTORY     - Date     Condition        Report By
 MP0614  HISTORY     - 1951     MONUMENTED       USGS
 MP0614
 MP0614                          STATION DESCRIPTION
 MP0614
 MP0614'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0614'STATION LOCATED ABOUT 5.3 MI. S. AND 0.8 MI. W. OF THE TOWN OF
 MP0614'SINCLAIR ON A SMALL E-W. RIDGE IMMEADIATELY S. OF A DRY BASIN.
 MP0614'
 MP0614'TO REACH FROM RAWLINS POST OFFICE, PROCEED E. ON U.S. HWY. 30 4.0 MI.
 MP0614'TO GRADE CROSSING, THENCE RIGHT ACROSS RAILROAD TO TRACK RD. WHICH
 MP0614'PARALLELS R.R., THENCE LEFT E. ALONG R.R. 2.3 MI. TO SURFACE PIPELINE,
 MP0614'THENCE RIGHT ALONG PIPELINE 0.9 MI. TO CREST OF RIDGE,
 MP0614'THENCE LEFT ABOUT 0.3 MI. TO END OF RIDGE, THENCE LEFT, SE. ABOUT 1.0
 MP0614'MI. TOWARDS ROCK CAIRN WHICH IS ON A SHARP RIDGE WHICH BORDERS THE S.
 MP0614'EDGE OF A DRY BASIN.  STATION IS ON RIDGE ABOUT 1000 FT. W. OF CAIRN.
 MP0614'
 MP0614'STATION MARK - STANDARD TABLET SET IN CONCRETE POST AND STAMPED
 MP0614'---LFR-COOP 1951 VABM 6796---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0321 ***********************************************************************
 OV0321  DESIGNATION -  COOPER
 OV0321  PID         -  OV0321
 OV0321  STATE/COUNTY-  WY/JOHNSON
 OV0321  USGS QUAD   -  THE NIPPLE (1953)
 OV0321
 OV0321                         *CURRENT SURVEY CONTROL
 OV0321  ___________________________________________________________________
 OV0321* NAD 83(1993)-  43 54 25.35589(N)    106 02 11.09253(W)     ADJUSTED  
 OV0321* NAVD 88     -      1514.2    (meters)    4968.     (feet)  VERTCON   
 OV0321  ___________________________________________________________________
 OV0321  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 OV0321  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 OV0321  OBS GRAVITY -     980,059.8   (mgal)                       GRAV_OBS
 OV0321
 OV0321  HORZ ORDER  -  THIRD
 OV0321
 OV0321.The horizontal coordinates were established by classical geodetic methods
 OV0321.and adjusted by the National Geodetic Survey in January 1997..
 OV0321
 OV0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0321
 OV0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0321
 OV0321.The geoid height was determined by GEOID03.
 OV0321.The observed gravity was obtained from relative gravimeter ties
 OV0321.to the IGSN71 gravity network.
 OV0321
 OV0321;                    North         East     Units Scale Factor Converg.
 OV0321;SPC WYEC     -   479,239.154   504,177.027   MT  1.00007094   +0 53 58.1
 OV0321;UTM  13      - 4,862,070.454   416,776.578   MT  0.99968519   -0 43 07.6
 OV0321
 OV0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0321!SPC WYEC     -   0.99976488  x   1.00007094  =   0.99983581
 OV0321!UTM  13      -   0.99976488  x   0.99968519  =   0.99945015
 OV0321
 OV0321:                Primary Azimuth Mark                     Grid Az
 OV0321:SPC WYEC     -  TILTON                                   273 26 25.4
 OV0321:UTM  13      -  TILTON                                   275 03 31.1
 OV0321
 OV0321|---------------------------------------------------------------------|
 OV0321| PID    Reference Object                     Distance      Geod. Az  |
 OV0321|                                                           dddmmss.s |
 OV0321| OV0322 TILTON                              APPROX. 5.0 KM 2742023.5 |
 OV0321|---------------------------------------------------------------------|
 OV0321
 OV0321                          SUPERSEDED SURVEY CONTROL
 OV0321
 OV0321  NAD 83(1986)-  43 54 25.33646(N)    106 02 11.06600(W) AD(       ) 3
 OV0321  NAD 27      -  43 54 25.42312(N)    106 02 09.01854(W) AD(       ) 3
 OV0321  NGVD 29 (07/19/86) 1513.5    (m)         4966.     (f) VERT ANG       
 OV0321
 OV0321.Superseded values are not recommended for survey control.
 OV0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0321.See file dsdata.txt to determine how the superseded data were derived.
 OV0321
 OV0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ1677762070(NAD 83)
 OV0321_MARKER: DD = SURVEY DISK
 OV0321_SETTING: 66 = SET IN ROCK OUTCROP
 OV0321_SP_SET: SET IN ROCK OUTCROP
 OV0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0321+STABILITY: POSITION/ELEVATION WELL
 OV0321
 OV0321  HISTORY     - Date     Condition        Report By
 OV0321  HISTORY     - 1952     MONUMENTED       USGS
 OV0321
 OV0321                          STATION DESCRIPTION
 OV0321
 OV0321'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OV0321'STATION IS LOCATED ABOUT 19 MI. (AIRLINE) NE. OF SUSSEX, ON A
 OV0321'PROMINENT TOP.
 OV0321'
 OV0321'TO REACH FROM THE SUSSEX GENERAL STORE, GO S. ON COUNTY RD. 4.8 MI.
 OV0321'TO CATTLEGUARD AND RD. E., TURN LEFT AND KEEP LEFT ON MAIN TRAVELED
 OV0321'RD. 8.9 MI. TO FORK, KEEP RIGHT 4.1 MI. TO FORK ABOUT 3/4 MI. E. OF
 OV0321'STREETER RANCH, TAKE RIGHT FORK 0.1 MI., TURN LEFT 0.5 MI., TURN
 OV0321'RIGHT, CROSS DAM, GO RIGHT 2.0 MI. TO GATE, CONTINUE AHEAD 1.1 MI.,
 OV0321'TAKE LEFT FORK, GO 1.2 MI., TAKE LEFT FORK DOWN RIDGE AND GO 3.9 MI.
 OV0321'TO CREEK CROSSING, GO 0.5 MI., TAKE RIGHT FORK, GO 1.0 MI. TO TOP
 OV0321'OF RIDGE, TURN RIGHT AND FOLLOW RIDGE TO E. 6.6 MI. TO PROMINENT
 OV0321'TOP AND STATION.
 OV0321'
 OV0321'STATION MARK--STANDARD TABLET, IN ROCK ABOUT 0.5 FT. BELOW SURFACE,
 OV0321'STAMPED ---COOPER 1952---.
 OV0321'
 OV0321'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN ROCK, 34.53
 OV0321'FT. FROM STATION, S 57 DEG 46 MIN E, AND STAMPED
 OV0321'---COOPER NO. 1---.
 OV0321'
 OV0321'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN ROCK, 7.15
 OV0321'FT. FROM STATION, S 27 DEG 48 MIN W, AND STAMPED
 OV0321'---COOPER NO. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0429 ***********************************************************************
 OV0429  DESIGNATION -  COPPER
 OV0429  PID         -  OV0429
 OV0429  STATE/COUNTY-  WY/FREMONT
 OV0429  USGS QUAD   -  GUFFY PEAK (1952)
 OV0429
 OV0429                         *CURRENT SURVEY CONTROL
 OV0429  ___________________________________________________________________
 OV0429* NAD 83(1993)-  43 26 50.91934(N)    107 53 05.79611(W)     ADJUSTED  
 OV0429* NAVD 88     -      2484.3    (meters)    8151.     (feet)  VERTCON   
 OV0429  ___________________________________________________________________
 OV0429  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 OV0429  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 OV0429
 OV0429  HORZ ORDER  -  THIRD
 OV0429
 OV0429.The horizontal coordinates were established by classical geodetic methods
 OV0429.and adjusted by the National Geodetic Survey in January 1997..
 OV0429
 OV0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0429
 OV0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0429
 OV0429.The geoid height was determined by GEOID03.
 OV0429
 OV0429;                    North         East     Units Scale Factor Converg.
 OV0429;SPC WYWC     -   327,727.645   670,019.296   MT  0.99999779   +0 35 41.7
 OV0429;UTM  13      - 4,814,551.709   266,561.129   MT  1.00027036   -1 59 05.4
 OV0429
 OV0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0429!SPC WYWC     -   0.99961259  x   0.99999779  =   0.99961038
 OV0429!UTM  13      -   0.99961259  x   1.00027036  =   0.99988285
 OV0429
 OV0429:                Primary Azimuth Mark                     Grid Az
 OV0429:SPC WYWC     -  DERANCH                                  041 29 14.8
 OV0429:UTM  13      -  DERANCH                                  044 04 01.9
 OV0429
 OV0429|---------------------------------------------------------------------|
 OV0429| PID    Reference Object                     Distance      Geod. Az  |
 OV0429|                                                           dddmmss.s |
 OV0429| OV0418 DERANCH                             APPROX.18.0 KM 0420456.5 |
 OV0429|---------------------------------------------------------------------|
 OV0429
 OV0429                          SUPERSEDED SURVEY CONTROL
 OV0429
 OV0429  NAD 83(1986)-  43 26 50.89736(N)    107 53 05.79921(W) AD(       ) 3
 OV0429  NGVD 29 (09/08/93) 2483.3    (m)         8147.     (f) VERT ANG       
 OV0429
 OV0429.Superseded values are not recommended for survey control.
 OV0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0429.See file dsdata.txt to determine how the superseded data were derived.
 OV0429
 OV0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ6656114552(NAD 83)
 OV0429_MARKER: DD = SURVEY DISK
 OV0429_SETTING: 0 = UNSPECIFIED SETTING
 OV0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0429
 OV0429  HISTORY     - Date     Condition        Report By
 OV0429  HISTORY     - 1905     MONUMENTED       USGS
 OV0429  HISTORY     - 1950     GOOD             USGS
 OV0429
 OV0429                          STATION DESCRIPTION
 OV0429
 OV0429'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OV0429'ON A HIGH GRASSEY HILL OF COPPER MOUNTAIN BETWEEN SOUTH BRIDGER CREEK
 OV0429'ON THE E. AND WEST BRIDGER CREEK ON THE N. AND THE DRAINAGE OF DRY
 OV0429'CREEK ON THE S., 5 MI. W. OF DE RANCH AND 2 MI. W. OF DE PASS.
 OV0429'STATION IS ON RIM OF WEST BRIDGER BASIN AND VISIBLE FOR A GREAT
 OV0429'DISTANCE, EASILY REACHED FROM THE N.  A BIG LONE PINE NEAR STATION
 OV0429'DISTINGUISHES THE HILL.
 OV0429'
 OV0429'STATION MARK--A BRONZE TRIANGULATION TABLET, CEMENTED INTO A LARGE
 OV0429'STONE BURIED FLUSH WITH GROUND AND CENTERED UNDER A SMALL ROCK
 OV0429'MONUMENT AND TRIPOD SIGNAL, STAMPED ---VABM 4187---.
 OV0429'
 OV0429'REFERENCE MARK--TOP OF TWO NAILS DRIVEN INTO A BLAZED PLACE, 6 FT.
 OV0429'ABOVE GROUND IN A BIG PINE TREE 42.05 FT. SE. OF STATION.
 OV0429'
 OV0429'STATION RECOVERED AS DESCRIBED, AND
 OV0429'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0410 ***********************************************************************
 OV0410  DESIGNATION -  COPPER AZ MK
 OV0410  PID         -  OV0410
 OV0410  STATE/COUNTY-  WY/FREMONT
 OV0410  USGS QUAD   -  GUFFY PEAK (1952)
 OV0410
 OV0410                         *CURRENT SURVEY CONTROL
 OV0410  ___________________________________________________________________
 OV0410* NAD 83(1993)-  43 27 06.97794(N)    107 58 39.59341(W)     ADJUSTED  
 OV0410* NAVD 88     -      2513.     (meters)    8245.     (feet)  SCALED    
 OV0410  ___________________________________________________________________
 OV0410  LAPLACE CORR-           4.40  (seconds)                    DEFLEC99
 OV0410  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 OV0410
 OV0410  HORZ ORDER  -  SECOND
 OV0410
 OV0410.The horizontal coordinates were established by classical geodetic methods
 OV0410.and adjusted by the National Geodetic Survey in January 1997..
 OV0410
 OV0410.The orthometric height was scaled from a topographic map.
 OV0410
 OV0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0410
 OV0410.The geoid height was determined by GEOID03.
 OV0410
 OV0410;                    North         East     Units Scale Factor Converg.
 OV0410;SPC WYWC     -   328,149.457   662,509.626   MT  0.99998555   +0 31 52.3
 OV0410;UTM  13      - 4,815,311.350   259,075.808   MT  1.00031405   -2 02 55.9
 OV0410;UTM  12      - 4,815,441.629   744,538.671   MT  1.00033564   +2 04 46.7
 OV0410
 OV0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0410!SPC WYWC     -   0.99960810  x   0.99998555  =   0.99959365
 OV0410!UTM  13      -   0.99960810  x   1.00031405  =   0.99992202
 OV0410!UTM  12      -   0.99960810  x   1.00033564  =   0.99994360
 OV0410
 OV0410:                Primary Azimuth Mark                     Grid Az
 OV0410:SPC WYWC     -  COPPER RESET                             262 33 46.7
 OV0410:UTM  13      -  COPPER RESET                             265 08 34.9
 OV0410:UTM  12      -  COPPER RESET                             261 00 52.3
 OV0410
 OV0410|---------------------------------------------------------------------|
 OV0410| PID    Reference Object                     Distance      Geod. Az  |
 OV0410|                                                           dddmmss.s |
 OV0410| OW0252 COPPER RESET                        APPROX. 4.5 KM 2630539.0 |
 OV0410|---------------------------------------------------------------------|
 OV0410
 OV0410                          SUPERSEDED SURVEY CONTROL
 OV0410
 OV0410  NAD 83(1986)-  43 27 06.96298(N)    107 58 39.59712(W) AD(       ) 2
 OV0410  NAD 27      -  43 27 07.11000(N)    107 58 37.26000(W) AD(       ) 2
 OV0410
 OV0410.Superseded values are not recommended for survey control.
 OV0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0410.See file dsdata.txt to determine how the superseded data were derived.
 OV0410
 OV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ5907615311(NAD 83)
 OV0410_MARKER: DD = SURVEY DISK
 OV0410_SETTING: 66 = SET IN ROCK OUTCROP
 OV0410_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OV0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0410+STABILITY: POSITION/ELEVATION WELL
 OV0410
 OV0410  HISTORY     - Date     Condition        Report By
 OV0410  HISTORY     - 1936     MONUMENTED       CGS
 OV0410
 OV0410                          STATION DESCRIPTION
 OV0410
 OV0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OV0410'ABOUT 17 MILES SOUTHEAST BY SOUTH OF THERMOPOLIS, ABOUT 9
 OV0410'MILES EAST OF WIND RIVER CANYON, ON EASTERLY RIDGE OF COPPER
 OV0410'MOUNTAIN RANGE LYING ALONG EAST SIDE OF JONES CREEK BASIN,
 OV0410'ON SECOND AND HIGHEST RIDGE ACROSS BASIN TO EAST FROM MAIN
 OV0410'RIDGE OF COPPER MOUNTAINS, ON HIGHEST ROCKY POINT OF RIDGE,
 OV0410'ABOUT 1 MILE EAST OF JONES CREEK COW CAMP, AND ON SUMMIT OF
 OV0410'HIGH POINT OF ROCKS JUST ABOVE SOUTH END OF DRIFT FENCE
 OV0410'ALONG CREST OF RIDGE.  TO REACH FROM THERMOPOLIS, FOLLOW
 OV0410'U.S. HIGHWAY 20 SOUTH FROM MAIN STREET 4.1 MILES OR 0.1 MILE
 OV0410'BEYOND LARGE STEEL BRIDGE.  BEAR LEFT (EAST) ON GRADED DIRT
 OV0410'ROAD, AND GO 6.8 MILES.  TURN RIGHT AROUND FENCE CORNER OFF
 OV0410'GRADED ROAD, JUST AFTER PASSING THROUGH CATTLE GUARD, AND
 OV0410'GO SOUTH TOWARDS RANCH HOUSE 100 YARDS.  TAKE RIGHT FORK
 OV0410'THROUGH FENCE, CROSS BUFFALO CREEK AND FOLLOW TRACK ROAD
 OV0410'UP STEEP SLOPE 3.7 MILES.  KEEP TO LEFT FORK (SOUTH) INTO
 OV0410'JONES CREEK VALLEY, AND CONTINUE SOUTH UP JONES CREEK 3.4
 OV0410'MILES TO TWO-STORY HOUSE ON LEFT.  CONTINUE SOUTH ON DIM
 OV0410'ROAD 0.7 MILE TO CROSSROADS AT EAST SIDE OF JONES
 OV0410'CREEK CROSSING, THENCE SOUTH UP JONES CREEK 3.0 MILES TO
 OV0410'JONES CREEK COW CAMP.  TURN LEFT ACROSS CREEK JUST AFTER
 OV0410'PASSING HOUSE, GO DIAGONALLY ACROSS PASTURE TO GATE, PASS
 OV0410'THROUGH GATE AND BEAR LEFT TO TOP OF RIDGE, THENCE
 OV0410'EAST ACROSS MEADOW TO GATE-TOTAL DISTANCE OF 0.5 MILE
 OV0410'FROM COW CAMP.  PASS THROUGH GATE AND GO EAST ALONG SMALL
 OV0410'IRRIGATION DITCH 0.2 MILE.  TURN RIGHT AND GO SOUTH UP
 OV0410'CANYON ABOUT 1 MILE TO SUMMIT OF RIDGE.  TURN LEFT AND
 OV0410'FOLLOW OLD ROAD EASTERLY ALONG SUMMIT ABOUT 0.5 MILE TO END
 OV0410'OF TRUCK TRAVEL AT SOUTH END OF DRIFT FENCE AT BASE OF
 OV0410'ROCKY POINT.  GO SOUTH THROUGH GAP TO RIGHT OF ROCKY POINT
 OV0410'200 YARDS TO OPEN GRASSY SPACE AMONG ROCKS, TURN LEFT AT POINT
 OV0410'WHERE ROCK WALL IS BROKEN DOWN, AND CLIMB EAST THROUGH ROCKS
 OV0410'ABOUT 50 YARDS TO SUMMIT AND STATION.  STATION MARKED BY
 OV0410'STANDARD DISK IN OUTCROPPING BEDROCK.  STATION COPPER
 OV0410'(SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS ABOUT
 OV0410'2 MILES WEST OF STATION S 83 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0254 ***********************************************************************
 OW0254  DESIGNATION -  COPPER MTN ST TT MICROWAVE
 OW0254  PID         -  OW0254
 OW0254  STATE/COUNTY-  WY/FREMONT
 OW0254  USGS QUAD   -  BIRDSEYE PASS (1951)
 OW0254
 OW0254                         *CURRENT SURVEY CONTROL
 OW0254  ___________________________________________________________________
 OW0254* NAD 83(1993)-  43 26 49.40902(N)    108 01 57.95254(W)     ADJUSTED  
 OW0254* NAVD 88     -                                                        
 OW0254  ___________________________________________________________________
 OW0254  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 OW0254  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 OW0254
 OW0254  HORZ ORDER  -  THIRD
 OW0254
 OW0254.The horizontal coordinates were established by classical geodetic methods
 OW0254.and adjusted by the National Geodetic Survey in January 1997..
 OW0254
 OW0254
 OW0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0254
 OW0254.The geoid height was determined by GEOID03.
 OW0254
 OW0254;                    North         East     Units Scale Factor Converg.
 OW0254;SPC WYWC     -   327,567.414   658,054.733   MT  0.99997894   +0 29 35.7
 OW0254;UTM  12      - 4,814,739.186   740,099.622   MT  1.00030917   +2 02 29.4
 OW0254;UTM  13      - 4,814,930.296   254,597.685   MT  1.00034084   -2 05 11.8
 OW0254
 OW0254                          SUPERSEDED SURVEY CONTROL
 OW0254
 OW0254  NAD 83(1986)-  43 26 49.39419(N)    108 01 57.95697(W) AD(       ) 4
 OW0254  NAD 27      -  43 26 49.53939(N)    108 01 55.61689(W) AD(       ) 3
 OW0254
 OW0254.Superseded values are not recommended for survey control.
 OW0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0254.See file dsdata.txt to determine how the superseded data were derived.
 OW0254
 OW0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP4010014739(NAD 83)
 OW0254_MARKER: 45 = MICROWAVE TOWER
 OW0254
 OW0254  HISTORY     - Date     Condition        Report By
 OW0254  HISTORY     - 1972     FIRST OBSERVED   NGS
 OW0254
 OW0254                          STATION DESCRIPTION
 OW0254
 OW0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 OW0254'THE POINT INTERSECTED WAS THE TOP CENTER OF THE COPPER MOUNTAIN,
 OW0254'MOUNTAIN STATES TELEPHONE AND TELEGRAPH, MICROWAVE KPR 60, TOWER
 OW0254'THAT IS LOCATED 16 MILES SOUTHEAST OF THERMOPOLIS, 15 MILES
 OW0254'NORTH-NORTHEAST OF SHOSHONI AND NEAR THE HIGHEST POINT OF THE WEST
 OW0254'END OF COPPER MOUNTAIN.  IT IS A FOUR LEGGED STRUCTURAL STEEL
 OW0254'TOWER, UNPAINTED WITH A NUMBER OF FAN SHAPED ANTENNAS LOCATED
 OW0254'AT VARIOUS HEIGHTS ON THE TOWER.  THERE IS A POLE ANTENNA
 OW0254'EXTENDING FROM THE TOP OF THE TOWER.  THE OVERALL HEIGHT IS 77
 OW0254'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0413 ***********************************************************************
 OV0413  DESIGNATION -  COPPER MTN TELECOM MICROWAVE
 OV0413  PID         -  OV0413
 OV0413  STATE/COUNTY-  WY/FREMONT
 OV0413  USGS QUAD   -  GUFFY PEAK (1952)
 OV0413
 OV0413                         *CURRENT SURVEY CONTROL
 OV0413  ___________________________________________________________________
 OV0413* NAD 83(1993)-  43 26 15.47350(N)    107 59 52.92767(W)     ADJUSTED  
 OV0413* NAVD 88     -                                                        
 OV0413  ___________________________________________________________________
 OV0413  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 OV0413  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 OV0413
 OV0413  HORZ ORDER  -  THIRD
 OV0413
 OV0413.The horizontal coordinates were established by classical geodetic methods
 OV0413.and adjusted by the National Geodetic Survey in January 1997..
 OV0413
 OV0413
 OV0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0413
 OV0413.The geoid height was determined by GEOID03.
 OV0413
 OV0413;                    North         East     Units Scale Factor Converg.
 OV0413;SPC WYWC     -   326,544.960   660,875.251   MT  0.99998307   +0 31 01.3
 OV0413;UTM  13      - 4,813,781.530   257,370.301   MT  1.00032420   -2 03 44.4
 OV0413;UTM  12      - 4,813,792.988   742,947.693   MT  1.00032610   +2 03 54.2
 OV0413
 OV0413                          SUPERSEDED SURVEY CONTROL
 OV0413
 OV0413  NAD 83(1986)-  43 26 15.45481(N)    107 59 52.93535(W) AD(       ) 4
 OV0413  NAD 27      -  43 26 15.59706(N)    107 59 50.58941(W) AD(       ) 3
 OV0413
 OV0413.Superseded values are not recommended for survey control.
 OV0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0413.See file dsdata.txt to determine how the superseded data were derived.
 OV0413
 OV0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ5737013782(NAD 83)
 OV0413_MARKER: 45 = MICROWAVE TOWER
 OV0413
 OV0413  HISTORY     - Date     Condition        Report By
 OV0413  HISTORY     - 1972     FIRST OBSERVED   NGS
 OV0413
 OV0413                          STATION DESCRIPTION
 OV0413
 OV0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 OV0413'THE POINT INTERSECTED WAS THE TOP CENTER OF THE COPPER MOUNTAIN,
 OV0413'TELECOMUNICATIONS INCORPORATED, WYOMING, MICROWAVE KPB 65, TOWER
 OV0413'THAT IS LOCATED ABOUT 18 MILES SOUTHEAST OF THERMOPOLIS, 15
 OV0413'MILES NORTH-NORTHEAST OF SHOSHONI AND ON THE HIGHEST POINT OF
 OV0413'HOODOO PEAK, THE HIGHEST POINT OF COPPER MOUNTAIN.  IT IS A FOUR
 OV0413'LEGGED STRUCTURAL STEEL TOWER, UNPAINTED, STEEL TOWER,
 OV0413'UNPAINTED, THAT SUPPORTS ELEVEN DISH SHAPED ANTENNAS LOCATED
 OV0413'AT VARIOUS HEIGHTS ON THE TOWER.  THE OVERALL HEIGHT IS 84 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0252 ***********************************************************************
 OW0252  DESIGNATION -  COPPER RESET
 OW0252  PID         -  OW0252
 OW0252  STATE/COUNTY-  WY/FREMONT
 OW0252  USGS QUAD   -  BIRDSEYE PASS (1951)
 OW0252
 OW0252                         *CURRENT SURVEY CONTROL
 OW0252  ___________________________________________________________________
 OW0252* NAD 83(1993)-  43 26 49.45010(N)    108 01 57.68234(W)     ADJUSTED  
 OW0252* NAVD 88     -      2454.0    (meters)    8051.     (feet)  VERTCON   
 OW0252  ___________________________________________________________________
 OW0252  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 OW0252  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 OW0252
 OW0252  HORZ ORDER  -  FIRST
 OW0252
 OW0252.The horizontal coordinates were established by classical geodetic methods
 OW0252.and adjusted by the National Geodetic Survey in January 1997..
 OW0252
 OW0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0252
 OW0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0252
 OW0252.The geoid height was determined by GEOID03.
 OW0252
 OW0252;                    North         East     Units Scale Factor Converg.
 OW0252;SPC WYWC     -   327,568.734   658,060.797   MT  0.99997895   +0 29 35.9
 OW0252;UTM  12      - 4,814,740.670   740,105.651   MT  1.00030921   +2 02 29.6
 OW0252;UTM  13      - 4,814,931.343   254,603.805   MT  1.00034081   -2 05 11.7
 OW0252
 OW0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0252!SPC WYWC     -   0.99961736  x   0.99997895  =   0.99959632
 OW0252!UTM  12      -   0.99961736  x   1.00030921  =   0.99992646
 OW0252!UTM  13      -   0.99961736  x   1.00034081  =   0.99995804
 OW0252
 OW0252:                Primary Azimuth Mark                     Grid Az
 OW0252:SPC WYWC     -  WORLAND HOLLY SUGAR CO STACK             004 08 45.0
 OW0252:UTM  12      -  WORLAND HOLLY SUGAR CO STACK             002 35 51.3
 OW0252:UTM  13      -  WORLAND HOLLY SUGAR CO STACK             006 43 32.6
 OW0252
 OW0252|---------------------------------------------------------------------|
 OW0252| PID    Reference Object                     Distance      Geod. Az  |
 OW0252|                                                           dddmmss.s |
 OW0252| PW0544 WORLAND HOLLY SUGAR CO STACK        APPROX.62.8 KM 0043820.9 |
 OW0252| OW0253 COPPER RM 3                          44.849 METERS 06003     |
 OW0252| CP4738 COPPER RM 2                           7.503 METERS 23240     |
 OW0252| CP4736 COPPER AZ MK 2                                     2923254.3 |
 OW0252| PX0369 SQUAW                               APPROX.85.6 KM 3292610.0 |
 OW0252| CP4739 COPPER RM 4                          29.565 METERS 33119     |
 OW0252| CP4737 COPPER RM 1                          12.036 METERS 33833     |
 OW0252|---------------------------------------------------------------------|
 OW0252
 OW0252                          SUPERSEDED SURVEY CONTROL
 OW0252
 OW0252  NAD 83(1986)-  43 26 49.43520(N)    108 01 57.68676(W) AD(       ) 1
 OW0252  NAD 27      -  43 26 49.57900(N)    108 01 55.35000(W) AD(       ) 1
 OW0252  NGVD 29 (07/19/86) 2453.0    (m)         8048.     (f) VERT ANG       
 OW0252
 OW0252.Superseded values are not recommended for survey control.
 OW0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0252.See file dsdata.txt to determine how the superseded data were derived.
 OW0252
 OW0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP4010614741(NAD 83)
 OW0252_MARKER: DS = TRIANGULATION STATION DISK
 OW0252_SETTING: 66 = SET IN ROCK OUTCROP
 OW0252_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 OW0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0252
 OW0252  HISTORY     - Date     Condition        Report By
 OW0252  HISTORY     - 1931     MONUMENTED       CGS
 OW0252  HISTORY     - 1936     GOOD             CGS
 OW0252  HISTORY     - 1938     GOOD             CGS
 OW0252  HISTORY     - 1961     GOOD             LOCENG
 OW0252  HISTORY     - 1972     GOOD             NGS
 OW0252  HISTORY     - 1972     GOOD             USGS
 OW0252
 OW0252                          STATION DESCRIPTION
 OW0252
 OW0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 OW0252'ABOUT 17 MILES SE BY S OF THERMOPOLIS, ABOUT 15 MILES N BY E OF
 OW0252'SHOSHONI, ABOUT 7 MILES E OF WIND RIVER CANYON, ABOUT 2 MILES
 OW0252'SE OF HEAD OF GRASS CREEK, IN NW PART OF T 40 N, R 93 W, PROBABLY
 OW0252'NEAR LINE BETWEEN SECTIONS 8 AND 17, 2-1/2 MILES E OF GOLD
 OW0252'NUGGET MINE, ABOUT 1-1/2 MILES WSW OF JONES CREEK COW CAMP,
 OW0252'AT S EDGE OF W END OF LOCAL SUMMIT, ABOUT 100 YARDS W OF LOCAL
 OW0252'HIGH POINT, 20 FEET N OF S EDGE OF HIGHEST LEVEL OF SUMMIT,
 OW0252'ON BROAD FLAT LEDGE.  STATION RIDGE IS SLIGHTLY WOODED, AND
 OW0252'RISES GRADUALLY FROM W, BUT IS ROUGH TO E.  TO REACH FROM
 OW0252'MAIN STREET IN THERMOPOLIS, FOLLOW U.S. HIGHWAY 20 S 4.1
 OW0252'MILES OR 0.1 MILE BEYOND LARGE STEEL BRIDGE.  BEAR LEFT, E,
 OW0252'ON GRADED DIRT ROAD AND GO 4.6 MILES.  TAKE RIGHT FORK AND
 OW0252'GO S ON ROAD TO GOLD NUGGET MINE 8.9 MILES TO FORK 0.1 MILE
 OW0252'S OF LONE ON CREEK.  KEEP RIGHT FORK S, FOR 0.5 MILE,
 OW0252'PASS TO RIGHT OF SHEEP CAMP, AND GO SW 0.9 MILE TO GATE
 OW0252'AT TOP OF GRADE.  TURN LEFT THROUGH GATE AND GO ABOUT
 OW0252'100 YARDS, THEN BEAR LEFT, ONTO DIM ROAD AND GO S ALONG
 OW0252'FENCE 0.8 MILE.  TURN LEFT THROUGH GATE AT SW CORNER OF
 OW0252'FENCE AND GO 0.1 MILE.  PASS THROUGH CORRAL, KEEP TO LEFT OF
 OW0252'OLD LOG CABIN, AND GO E UP DRAW AND FOLLOW OLD ROAD ALONG S
 OW0252'SIDE OF DRAW AND UP BARE ROCKY SLOPE 2.3 MILES TO SUMMIT AND
 OW0252'STATION.  STATION MARK IS STANDARD DISK IN OUTCROPPING
 OW0252'BEDROCK.  REFERENCE MARKS ARE STANDARD DISKS IN
 OW0252'OUTCROPPING BEDROCK.  NO. 1 IS IN RANGE FROM
 OW0252'STATION WITH PROMINENT ROCKY-TOPPED HILL ABOUT 3 MILES
 OW0252'DISTANT, IN SMALL ROCK OUTCROP, 12.190 METERS (39.99 FEET)
 OW0252'NW OF STATION N 20 DEG 55 MIN W.  NO. 2 IS ON
 OW0252'CREST OF SUMMIT, 7.496 METERS (24.59 FEET) SW OF STATION
 OW0252'S 53 DEG 14 MIN W.  COPPER AZIMUTH MARK
 OW0252'IS MARKED BY STANDARD DISK
 OW0252'IN OUTCROPPING BEDROCK, AND IS ABOUT 3.0 MILES E
 OW0252'OF STATION  N 83 DEG 03 MIN E.  WORLAND, HOLLY
 OW0252'SUGAR CO., STACK MAY ALSO
 OW0252'BE USED AS AZIMUTH MARK.
 OW0252
 OW0252                          STATION RECOVERY (1938)
 OW0252
 OW0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OW0252'STATION IS LOCATED ABOUT 17 MILES AIRLINE SE BY S OF THERMOPOLIS,
 OW0252'AND ABOUT 15 MILES AIRLINE N X E OF SHOSHONI, 8 MILES E
 OW0252'OF THE BIG HORN RIVER, 2 MILES SE OF THE HEAD OF GRASS CREEK,
 OW0252'ON ONE OF THE HIGHEST POINTS OF COPPER MOUNTAIN, ON A
 OW0252'ROCKY-TOPPED, SLIGHTLY WOODED RIDGE THAT SLOPES UP GRADUALLY FROM
 OW0252'THE W AND IS ROUGH TO THE E.  THERE IS A SLIGHTLY HIGHER
 OW0252'POINT ABOUT 2 MILES E OF THE STATION.
 OW0252'
 OW0252'REACHED FROM THERMOPOLIS AS FOLLOWS--FROM THE POST OFFICE GO
 OW0252'S ON U.S. HIGHWAY 20 FOR 4.00 MILES TO BRIDGE OVER BIG HORN
 OW0252'RIVER.  CONTINUE 0.2 MILE TO GOOD GRADED ROAD LEADING TO LEFT.
 OW0252'TURN LEFT ON THIS ROAD AND FOLLOW IT UP BUFFALO CREEK FOR 4.3
 OW0252'MILES TO FORK AND SIGN READING GOLD NUGGET MINE 10 MILES,
 OW0252'HERE LEAVE MAIN ROAD, AND TAKE RIGHT FORK AND FOLLOW UNIMPROVED
 OW0252'ROAD, SOUTHWARD, AND ALONG GRASS CREEK, UP MOUNTAIN FOR 8.8
 OW0252'MILES TO ROAD FORKS, (CORRALS ON THE RIGHT AND 1-ROOM CABIN
 OW0252'ON THE LEFT).  TAKE RIGHT FORK AND GO 0.05 MILE PASSING
 OW0252'CORRALS ON THE RIGHT, CONTINUE SW FOR 0.45 MILE TO GATE.
 OW0252'CONTINUE 1.0 MILE TO ANOTHER GATE.  (AZIMUTH ABOUT 150
 OW0252'YARDS N OF GATE.) HERE TURN LEFT LEAVING MAIN ROAD, AND GO E
 OW0252'AND S FOR 0.45 MILE TO A CORRAL.  CONTINUE 0.25 MILE TO
 OW0252'CROSSROADS AND GATE AT LEFT SIDE OF A CORRAL.  GO THROUGH
 OW0252'GATE AND CONTINUE 0.05 MILE TO ANOTHER GATE.  GO THROUGH GATE
 OW0252'AND KEEP TO THE N SIDE OF CABIN IN DRAW AND GO 0.1 MILE TO
 OW0252'CREEK CROSSING.  CONTINUE ON ROAD UP HILL E FOR 0.15 MILE
 OW0252'TO GATE.  CONTINUE 1 MILE TO END OF DIM ROAD.  FROM HERE
 OW0252'FOLLOW ALONG TRAIL OVER ROCKY GROUND FOR ABOUT 0.7 MILE
 OW0252'UP RIDGE TO STATION SITE.
 OW0252'
 OW0252'AZIMUTH IS 3 MILES WNW, ABOUT 150 YARDS N OF GATE AND 40
 OW0252'PACES E OF ROAD.
 OW0252'
 OW0252'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OW0252'OBSERVATIONS WERE MADE FROM A 12-FOOT STAND.
 OW0252
 OW0252                          STATION RECOVERY (1961)
 OW0252
 OW0252'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 OW0252'RECOVERED BY MTN ST T-T CO.
 OW0252'
 OW0252'REFERENCE MARK 2 WAS DESTROYED DUE TO THE CONSTRUCTION OF A
 OW0252'MICROWAVE TOWER ON TOP OF COPPER MOUNTAIN.  STATION MARK AND
 OW0252'R.M. 1 WERE NOT DISTURBED.
 OW0252
 OW0252                          STATION RECOVERY (1972)
 OW0252
 OW0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 OW0252'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 OW0252'REFERENCE MARKS 1 AND 2, THE AZIMUTH MARK HAVE BEEN DESTROYED.
 OW0252'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME AND
 OW0252'REFERENCE MARK 3 WAS OCCUPIED AT THIS DATE.
 OW0252'
 OW0252'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHEAST OF
 OW0252'THERMOPOLIS, 16 MILES NORTH-NORTHEAST OF SHOSHONI, 7 MILES
 OW0252'EAST OF WIND RIVER CANYON, AND ON TOP OF COPPER MOUNTAIN.
 OW0252'THE PROPERTY IS OWNED BY THE MOUNTAIN STATES TELEPHONE AND
 OW0252'TELEGRAPH COMPANY.
 OW0252'
 OW0252'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 AND
 OW0252'U.S. HIGHWAY 20 IN SHOSHONI GO NORTH ON U.S. HIGHWAY 20 FOR
 OW0252'8.75 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON
 OW0252'GRAVEL ROAD FOR 3.4 MILES TO A FORK.  KEEP LEFT FORK ON MAIN
 OW0252'ROAD AND GO NORTH FOR 3.15 MILES TO A T-ROAD.  TURN RIGHT AND
 OW0252'GO NORTHERLY ON MAIN ROAD FOR 1.3 MILES TO A FORK.  KEEP RIGHT
 OW0252'FORK AND GO EASTERLY ON MAIN ROAD FOR 0.2 MILE TO A GATE.
 OW0252'PASS THROUGH GATE AND CONTINUE EASTERLY ON MAIN ROD FOR 1.15
 OW0252'MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE EASTERLY ON
 OW0252'MAIN ROAD FOR 1.6 MILES TO THE TOP OF COPPER MOUNTAIN AND
 OW0252'THE STATION JUST EAST OF BUILDING.
 OW0252'
 OW0252'THE STATION MARK IS A STANDARD DISK STAMPED COPPER 1931,
 OW0252'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 94
 OW0252'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 13
 OW0252'FEET EAST OF THE NORTHEAST LEG OF A TOWER.
 OW0252'
 OW0252'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COPPER 1931 NO 3
 OW0252'1972, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 9
 OW0252'FEET SOUTHWEST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 OW0252'
 OW0252'REFERENCE MARK 4 IS A STANDARD DISK STAMPED COPPER 1931 NO 4
 OW0252'1972, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 OW0252'180 FEET WEST-NORTHWEST OF THE METAL WITNESS POST WITH SIGN
 OW0252'ATTACHED, 90 FEET NORTH OF THE NORTHEAST LEG OF TOWER AND
 OW0252'4 FEET SOUTHWEST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 OW0252'
 OW0252'THE ABOVE TRAVERSE DISTANCE WAS REDUCED TO SEA LEVEL.
 OW0252'
 OW0252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 OW0252'NORTH-NORTHEAST OF SHOSHONI.
 OW0252
 OW0252                          STATION RECOVERY (1972)
 OW0252
 OW0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OW0252'ON A HIGH GRASSY HILL OF COPPER MOUNTAIN BETWEEN SOUTH BRIDGER CREEK
 OW0252'ON THE E. AND WEST BRIDGER CREEK ON THE N. AND THE DRAINAGE OF DRY
 OW0252'CREEK ON THE S., 5 MI. W. OF DE RANCH AND 2 MI. W. OF DE PASS.
 OW0252'STATION IS ON RIM OF WEST BRIDGER BASIN AND VISIBLE FOR A GREAT
 OW0252'DISTANCE, EASILY REACHED FROM THE N.  A BIG LONE PINE NEAR STATION
 OW0252'DISTINGUISHES THE HILL.
 OW0252'
 OW0252'STATION MARK--STANDARD DISK STAMPED---COPPER 1931---, CEMENTED IN A
 OW0252'DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0253 ***********************************************************************
 OW0253  DESIGNATION -  COPPER RM 3
 OW0253  PID         -  OW0253
 OW0253  STATE/COUNTY-  WY/FREMONT
 OW0253  USGS QUAD   -  BIRDSEYE PASS (1951)
 OW0253
 OW0253                         *CURRENT SURVEY CONTROL
 OW0253  ___________________________________________________________________
 OW0253* NAD 83(1993)-  43 26 50.17553(N)    108 01 55.95405(W)     ADJUSTED  
 OW0253* NAVD 88     -      2455.2    (meters)    8055.     (feet)  VERTCON   
 OW0253  ___________________________________________________________________
 OW0253  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 OW0253  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 OW0253
 OW0253  HORZ ORDER  -  FIRST
 OW0253
 OW0253.The horizontal coordinates were established by classical geodetic methods
 OW0253.and adjusted by the National Geodetic Survey in January 1997..
 OW0253
 OW0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0253
 OW0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0253
 OW0253.The geoid height was determined by GEOID03.
 OW0253
 OW0253;                    North         East     Units Scale Factor Converg.
 OW0253;SPC WYWC     -   327,591.455   658,099.463   MT  0.99997901   +0 29 37.1
 OW0253;UTM  12      - 4,814,764.436   740,143.701   MT  1.00030943   +2 02 30.8
 OW0253;UTM  13      - 4,814,952.308   254,643.469   MT  1.00034057   -2 05 10.5
 OW0253
 OW0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0253!SPC WYWC     -   0.99961718  x   0.99997901  =   0.99959619
 OW0253!UTM  12      -   0.99961718  x   1.00030943  =   0.99992649
 OW0253!UTM  13      -   0.99961718  x   1.00034057  =   0.99995762
 OW0253
 OW0253:                Primary Azimuth Mark                     Grid Az
 OW0253:SPC WYWC     -  COPPER MTN TELECOM MICROWAVE             110 39 24.5
 OW0253:UTM  12      -  COPPER MTN TELECOM MICROWAVE             109 06 30.8
 OW0253:UTM  13      -  COPPER MTN TELECOM MICROWAVE             113 14 12.1
 OW0253
 OW0253|---------------------------------------------------------------------|
 OW0253| PID    Reference Object                     Distance      Geod. Az  |
 OW0253|                                                           dddmmss.s |
 OW0253| OV0413 COPPER MTN TELECOM MICROWAVE        APPROX. 3.0 KM 1110901.6 |
 OW0253| OW0252 COPPER RESET                         44.849 METERS 24003     |
 OW0253| OW0254 COPPER MTN ST TT MICROWAVE           50.783 METERS 24214     |
 OW0253| CP4739 COPPER RM 4                          53.151 METERS 27349     |
 OW0253|---------------------------------------------------------------------|
 OW0253
 OW0253                          SUPERSEDED SURVEY CONTROL
 OW0253
 OW0253  NAD 83(1986)-  43 26 50.16060(N)    108 01 55.95853(W) AD(       ) 1
 OW0253  NAD 27      -  43 26 50.30573(N)    108 01 53.61898(W) AD(       ) 1
 OW0253  NGVD 29 (07/19/86) 2454.2    (m)         8052.     (f) VERT ANG       
 OW0253
 OW0253.Superseded values are not recommended for survey control.
 OW0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0253.See file dsdata.txt to determine how the superseded data were derived.
 OW0253
 OW0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP4014414764(NAD 83)
 OW0253_MARKER: DR = REFERENCE MARK DISK
 OW0253_SETTING: 66 = SET IN ROCK OUTCROP
 OW0253_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OW0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0253+STABILITY: POSITION/ELEVATION WELL
 OW0253
 OW0253  HISTORY     - Date     Condition        Report By
 OW0253  HISTORY     - 1972     MONUMENTED       NGS
 OW0253
 OW0253                          STATION DESCRIPTION
 OW0253
 OW0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 OW0253'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHEAST OF THERMOPOLIS,
 OW0253'16 MILES NORTH-NORTHEAST OF SHOSHONI, 7 MILES EAST OF WIND RIVER
 OW0253'CANYON, AND ON TOP OF COPPER MOUNTAIN.  THE PROPERTY IS OWNED BY
 OW0253'THE MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY.
 OW0253'
 OW0253'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 AND U.S.
 OW0253'HIGHWAY 20 IN SHOSHONI GO NORTH ON U.S. HIGHWAY 20 FOR 8.75 MILES
 OW0253'TO A CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON GRAVEL ROAD FOR 3.4
 OW0253'MILES TO A FORK.  KEEP LEFT FORK ON MAIN ROAD AND GO NORTH FOR
 OW0253'3.15 MILES TO A T-ROAD.  TURN RIGHT AND GO NORTHERLY ON MAIN ROAD
 OW0253'FOR 1.3 MILES TO A FORK.  KEEP RIGHT FORK AND GO EASTERLY ON MAIN
 OW0253'ROAD FOR 0.2 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 OW0253'EASTERLY ON MAIN ROAD FOR 1.15 MILES TO A GATE.  PASS THROUGH GATE
 OW0253'AND CONTINUE EASTERLY ON MAIN ROAD FOR 1.6 MILES TO THE TOP
 OW0253'OF COPPER MOUNTAIN AND THE STATION JUST EAST OF BUILDING.
 OW0253'
 OW0253'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED COPPER
 OW0253'1931 NO 3 1972, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 OW0253'IS 9 FEET SOUTHWEST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 OW0253'
 OW0253'THE MARK IS A STANDARD TRIANGULATION STATION DISK STAMPED COPPER
 OW0253'1931, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 94
 OW0253'FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED AND 13 FEET
 OW0253'EAST OF THE NORTHEAST LEG OF A TOWER.
 OW0253'
 OW0253'REFERENCE MARK 4 IS A STANDARD DISK STAMPED COPPER 1931 NO 4 1972,
 OW0253'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 180 FEET
 OW0253'WEST-NORTHWEST OF THE METAL WITNESS POST WITH SIGN ATTACHED, 90
 OW0253'FEET NORTH OF THE NORTHEAST LEG OF TOWER AND 4 FEET SOUTHWEST OF
 OW0253'THE METAL WITNESS POST WITH SIGN ATTACHED.
 OW0253'
 OW0253'THE ABOVE TRAVERSE DISTANCE WAS REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0616 ***********************************************************************
 NT0616  DESIGNATION -  CORA RESET
 NT0616  PID         -  NT0616
 NT0616  STATE/COUNTY-  WY/SUBLETTE
 NT0616  USGS QUAD   -  DANIEL JUNCTION (1970)
 NT0616
 NT0616                         *CURRENT SURVEY CONTROL
 NT0616  ___________________________________________________________________
 NT0616* NAD 83(1993)-  42 55 08.56563(N)    110 00 54.75024(W)     ADJUSTED  
 NT0616* NAVD 88     -      2417.6    (meters)    7932.     (feet)  VERTCON   
 NT0616  ___________________________________________________________________
 NT0616  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 NT0616  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 NT0616
 NT0616  HORZ ORDER  -  FIRST
 NT0616
 NT0616.The horizontal coordinates were established by classical geodetic methods
 NT0616.and adjusted by the National Geodetic Survey in January 1997..
 NT0616
 NT0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0616
 NT0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0616
 NT0616.The geoid height was determined by GEOID03.
 NT0616
 NT0616;                    North         East     Units Scale Factor Converg.
 NT0616;SPC WY W     -   368,663.255   805,561.913   MT  0.99993788   +0 02 47.0
 NT0616;UTM  12      - 4,752,295.444   580,374.333   MT  0.99967947   +0 40 14.3
 NT0616
 NT0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0616!SPC WY W     -   0.99962277  x   0.99993788  =   0.99956068
 NT0616!UTM  12      -   0.99962277  x   0.99967947  =   0.99930236
 NT0616
 NT0616|---------------------------------------------------------------------|
 NT0616| PID    Reference Object                     Distance      Geod. Az  |
 NT0616|                                                           dddmmss.s |
 NT0616| CP4740 CORA RM 1                            25.830 METERS 03707     |
 NT0616| NS0299 COLORADO                            APPROX.56.7 KM 1731840.2 |
 NT0616| CP4741 CORA RM 2 AZIMUTH                                  19036     |
 NT0616| NT0620 PROSPECT MTN LOOKOUT CABIN          APPROX.39.3 KM 2682619.7 |
 NT0616| CP4742 CORA RM 3                            40.624 METERS 30716     |
 NT0616|---------------------------------------------------------------------|
 NT0616
 NT0616                          SUPERSEDED SURVEY CONTROL
 NT0616
 NT0616  NAD 83(1993)-  42 55 08.55919(N)    110 00 54.74829(W) AD(       ) 1
 NT0616  NAD 83(1986)-  42 55 08.54323(N)    110 00 54.73737(W) AD(       ) 1
 NT0616  NAD 27      -  42 55 08.75500(N)    110 00 52.16600(W) AD(       ) 1
 NT0616  NGVD 29 (07/19/86) 2416.2    (m)         7927.     (f) VERT ANG       
 NT0616
 NT0616.Superseded values are not recommended for survey control.
 NT0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0616.See file dsdata.txt to determine how the superseded data were derived.
 NT0616
 NT0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN8037452295(NAD 83)
 NT0616_MARKER: DS = TRIANGULATION STATION DISK
 NT0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0616
 NT0616  HISTORY     - Date     Condition        Report By
 NT0616  HISTORY     - 1933     MONUMENTED       CGS
 NT0616  HISTORY     - 1946     GOOD             CGS
 NT0616  HISTORY     - 1964     GOOD             USGS
 NT0616  HISTORY     - 1970     GOOD             USGS
 NT0616
 NT0616                          STATION DESCRIPTION
 NT0616
 NT0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NT0616'ABOUT 8 MILES NORTHWEST OF PINEDALE, 3 MILES WEST BY SOUTH OF CORA,
 NT0616'5 MILES NORTHEAST OF DANIEL, IN T. 34 N., R. 110 W., ON HIGHEST
 NT0616'POINT (NORTH END) OF SUMMIT OF LOW FLAT-TOPPED BARE HILL.  TO
 NT0616'REACH FROM PINEDALE, GO WEST 6.0 MILES ON U.S. HIGHWAY 187, TURN
 NT0616'RIGHT AT CORA SIGN AND CONTINUE NORTH ON GRADED ROAD 1.6 MILES,
 NT0616'THEN WEST ON OLD GRADED ROAD ALONG TELEPHONE LINE 1.35 MILES TO
 NT0616'TOP OF SADDLE, LEAVE GRADED ROAD, TURN TO RIGHT UP HILL AND FOLLOW
 NT0616'DIM ROAD TO TOP OF RIDGE, CONTINUE 1.1 MILES TO WIRE FENCE.
 NT0616'STATION IS 225 PACES NORTH OF FENCE.  SURFACE MARK IS
 NT0616'STANDARD STATION DISK IN CONCRETE.  UNDERGROUND MARK
 NT0616'IS OLD U.S.  GEOLOGICAL SURVEY MARK SET IN STONE 10 INCHES LONG,
 NT0616'9 INCHES THICK, IN MASS OF CONCRETE.  REFERENCE MARKS ARE
 NT0616'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 133.28
 NT0616'FEET FROM STATION.  NO. 2 IS AT GATE
 NT0616'IN EAST-AND-WEST FENCE, APPROXIMATELY 1/8 MILE FROM STATION.
 NT0616'NO. 3 IS 84.74 FEET FROM STATION N 52 DEG 44 MIN W.
 NT0616'ELEVATION--2,416.2 METERS (7,927 FEET).
 NT0616
 NT0616                          STATION RECOVERY (1946)
 NT0616
 NT0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0616'THE STATION AND REFERENCE MARKS NO. 1, 2 AND 3 WERE RECOVERED
 NT0616'AND FOUND IN GOOD CONDITION.  DIFFERENCES WERE NOTED IN THE
 NT0616'DISTANCES TO R.M. NO. 1 AND 3 AND ARE HEREIN CORRECTED.  THE
 NT0616'COMPLETE DESCRIPTION FOLLOWS.
 NT0616'
 NT0616'THE STATION IS LOCATED ON THE HIGHEST POINT AND NORTH
 NT0616'END OF A LOW FLAT TOPPED BARE HILL, 3 MILES WEST BY SOUTH OF CORA,
 NT0616'5 MILES NORTHEAST OF DANIEL, ABOUT 8 MILES NORTHWEST OF PINEDALE
 NT0616'AND IN T34N, R110W.  THE DISK IS SET FLUSH IN A CONCRETE MONUMENT
 NT0616'PROJECTING ABOUT 6 INCHES AND IS STAMPED CORA USGS 1933.  THE
 NT0616'UNDERGROUND MARK IS AN OLD U.S. GEOLOGICAL SURVEY MARK SET IN
 NT0616'STONE 10 INCHES LONG, 9 INCHES THICK, IN A MASS OF CONCRETE.
 NT0616'
 NT0616'REFERENCE MARK NO. 1 IS A DISK SET IN A CONCRETE
 NT0616'MONUMENT PROJECTING 6 INCHES AND IS STAMPED CORA USGS NO 1 1933.
 NT0616'IT IS NORTH NORTHEAST OF THE STATION.
 NT0616'
 NT0616'REFERENCE MARK NO. 2 IS A DISK SET IN A CONCRETE
 NT0616'MONUMENT PROJECTING ABOUT 6 INCHES AND IS STAMPED CORA USGS NO 2
 NT0616'1933.  IT IS ABOUT 0.1 MILE SOUTH BY WEST OF THE STATION, IN AN
 NT0616'EAST-WEST FENCE LINE AND AT THE WEST SIDE OF A GATE.
 NT0616'
 NT0616'REFERENCE MARK NO. 3 IS A DISK SET IN A CONCRETE
 NT0616'MONUMENT PROJECTING ABOUT 6 INCHES AND IS STAMPED CORA USGS NO
 NT0616'3 1933.  IT IS WEST NORTHWEST OF THE STATION.
 NT0616'
 NT0616'TO REACH THE STATION FROM PINEDALE GO WEST ON U.S. HIGHWAY NO. 187
 NT0616'FOR 6.0 MILES TO A PAVED ROAD RIGHT AND SIGN CORA.  TURN RIGHT
 NT0616'AND FOLLOW THIS ROAD NORTH FOR 1.6 MILES TO A SIDE ROAD LEFT
 NT0616'ALONG A TELEPHONE LINE, TURN LEFT AND FOLLOW THIS ROAD WEST FOR
 NT0616'1.35 TO A FORK AT THE TOP OF A SADDLE.  TAKE THE RIGHT FORK AND
 NT0616'FOLLOW ROAD UP A RIDGE AND ALONG THE TOP IN A NORTHERLY
 NT0616'DIRECTION FOR 1.1 MILE TO A GATE.  PASS THROUGH GATE AND
 NT0616'CONTINUE NORTH FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 NT0616
 NT0616                          STATION RECOVERY (1964)
 NT0616
 NT0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JHL)
 NT0616'FROM PINEDALE P.O. GO WEST ALONG U.S. 187, PASSING CORA ROAD AT
 NT0616'5.0 MILES, AT 10 MILES LEAVE U.S. 187, TURN RIGHT THROUGH WIRE
 NT0616'GATE AND GO NORTHEAST ON TRACK ROAD, AT 0.6 MILE PASS THROUGH
 NT0616'WIRE GATE, AT 2.8 MILES REACH ROAD FORK, TAKE LEFT FORK AND GO
 NT0616'NORTHWEST UP HILL TO FENCE AND BARRED GATE AT 3.9 MILES.  STATION
 NT0616'IS 225 PACES NORTH OF GATE AT NORTH END OF FLAT HILLTOP.
 NT0616
 NT0616                          STATION RECOVERY (1970)
 NT0616
 NT0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NT0616'RECOVERED.
 NT0616'
 NT0616'STATION MARK--STANDARD USC AND GS TABLET, SET IN TOP OF CONCRETE
 NT0616'POST, AND STAMPED ---USGS CORA 1933---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0617 ***********************************************************************
 NQ0617  DESIGNATION -  CORNER
 NQ0617  PID         -  NQ0617
 NQ0617  STATE/COUNTY-  WY/PLATTE
 NQ0617  USGS QUAD   -  ESTERBROOK (1992)
 NQ0617
 NQ0617                         *CURRENT SURVEY CONTROL
 NQ0617  ___________________________________________________________________
 NQ0617* NAD 83(1993)-  42 27 43.02938(N)    105 15 30.95652(W)     ADJUSTED  
 NQ0617* NAVD 88     -      1732.6    (meters)    5684.     (feet)  VERTCON   
 NQ0617  ___________________________________________________________________
 NQ0617  LAPLACE CORR-          -8.61  (seconds)                    DEFLEC99
 NQ0617  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 NQ0617
 NQ0617  HORZ ORDER  -  THIRD
 NQ0617
 NQ0617.The horizontal coordinates were established by classical geodetic methods
 NQ0617.and adjusted by the National Geodetic Survey in January 1997..
 NQ0617
 NQ0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0617
 NQ0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0617
 NQ0617.The geoid height was determined by GEOID03.
 NQ0617
 NQ0617;                    North         East     Units Scale Factor Converg.
 NQ0617;SPC WY E     -   217,891.270   192,439.143   MT  0.99993820   -0 03 43.4
 NQ0617;UTM  13      - 4,701,100.757   478,739.034   MT  0.99960556   -0 10 28.5
 NQ0617
 NQ0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0617!SPC WY E     -   0.99973044  x   0.99993820  =   0.99966866
 NQ0617!UTM  13      -   0.99973044  x   0.99960556  =   0.99933611
 NQ0617
 NQ0617:                Primary Azimuth Mark                     Grid Az
 NQ0617:SPC WY E     -  OREGON                                   347 12 12.1
 NQ0617:UTM  13      -  OREGON                                   347 18 57.2
 NQ0617
 NQ0617|---------------------------------------------------------------------|
 NQ0617| PID    Reference Object                     Distance      Geod. Az  |
 NQ0617|                                                           dddmmss.s |
 NQ0617| NQ0566 OREGON                              APPROX. 6.0 KM 3470828.7 |
 NQ0617|---------------------------------------------------------------------|
 NQ0617
 NQ0617                          SUPERSEDED SURVEY CONTROL
 NQ0617
 NQ0617  NAD 83(1986)-  42 27 43.00928(N)    105 15 30.94652(W) AD(       ) 3
 NQ0617  NAD 27      -  42 27 43.12110(N)    105 15 29.01891(W) AD(       ) 3
 NQ0617  NGVD 29 (07/19/86) 1731.7    (m)         5681.     (f) VERT ANG       
 NQ0617
 NQ0617.Superseded values are not recommended for survey control.
 NQ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0617.See file dsdata.txt to determine how the superseded data were derived.
 NQ0617
 NQ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7873901101(NAD 83)
 NQ0617_MARKER: DD = SURVEY DISK
 NQ0617_SETTING: 80 = SET IN A BOULDER
 NQ0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0617+STABILITY: SURFACE MOTION
 NQ0617
 NQ0617  HISTORY     - Date     Condition        Report By
 NQ0617  HISTORY     - 1941     MONUMENTED       USGS
 NQ0617
 NQ0617                          STATION DESCRIPTION
 NQ0617
 NQ0617'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 NQ0617'LOCATED 3.2 MI. N. OF, THENCE 5.1 MI. E. OF ESTERBROOK.  ONE MILE N.
 NQ0617'OF NORTH HORSESHOE CREEK, ON TOP OF N. BANK OF A SMALL TRIBUTARY OF
 NQ0617'NORTH HORSESHOE CREEK.  ON A LOW BARE KNOLL ON DIVIDE.
 NQ0617'
 NQ0617'TO REACH STATION FROM GLENDO, DRIVE S. FOR ABOUT 0.2 MI. ON U.S.
 NQ0617'HIGHWAY 87, TURN W., HERE ON RD. TO ESTERBROOK, GO 13.75 MI. AND PASS
 NQ0617'THROUGH CATTLEGUARD.  DRIVE 2.1 MI. AND PASS P.B.M. AT LEFT SIDE OF
 NQ0617'RD.  DRIVE 0.1 MI. AND TAKE LEFT FORK ON TOP OF RIDGE.  DRIVE 2.0 MI.
 NQ0617'(E.) AND PASS THROUGH GATE.  DRIVE 0.2 MI. TO STATION WHICH IS 180
 NQ0617'FT. S. OF A FENCE CORNER.
 NQ0617'
 NQ0617'STATION MARK--STANDARD TABLET STAMPED ---CORNER 1941--- CEMENTED IN
 NQ0617'BOULDER SET IN GROUND.  THERE IS A ROCK PILE 12 FT. S. OF STATION
 NQ0617'MARK.
 NQ0617'
 NQ0617'REFERENCE MARKS--STANDARD REFERENCE TABLETS, CEMENTED IN EMBEDDED
 NQ0617'BOULDERS, (1) 2.1 FT. E. AND 1.25 FT. S. OF A FENCE CORNER, 179.55
 NQ0617'FT. FROM STATION MARK, S 03 DEG 08 MIN E, STAMPED
 NQ0617'---NO 1 1941---, (2) 97.15 FT. FROM STATION MARK, N 72 DEG 30 MIN W,
 NQ0617'STAMPED ---NO 2 1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0524 ***********************************************************************
 MP0524  DESIGNATION -  CORNER MTN ET
 MP0524  PID         -  MP0524
 MP0524  STATE/COUNTY-  WY/ALBANY
 MP0524  USGS QUAD   -  REX LAKE (1992)
 MP0524
 MP0524                         *CURRENT SURVEY CONTROL
 MP0524  ___________________________________________________________________
 MP0524* NAD 83(1993)-  41 20 22.98064(N)    106 06 14.33185(W)     ADJUSTED  
 MP0524* NAVD 88     -      2922.8    (meters)    9589.     (feet)  VERTCON   
 MP0524  ___________________________________________________________________
 MP0524  LAPLACE CORR-         -11.45  (seconds)                    DEFLEC99
 MP0524  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 MP0524
 MP0524  HORZ ORDER  -  THIRD
 MP0524
 MP0524.The horizontal coordinates were established by classical geodetic methods
 MP0524.and adjusted by the National Geodetic Survey in January 1997..
 MP0524
 MP0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0524
 MP0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0524
 MP0524.The geoid height was determined by GEOID03.
 MP0524
 MP0524;                    North         East     Units Scale Factor Converg.
 MP0524;SPC WY E     -    93,670.584   121,549.628   MT  1.00001321   -0 37 08.9
 MP0524;UTM  13      - 4,577,057.799   407,631.114   MT  0.99970500   -0 43 45.3
 MP0524
 MP0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0524!SPC WY E     -   0.99954346  x   1.00001321  =   0.99955666
 MP0524!UTM  13      -   0.99954346  x   0.99970500  =   0.99924859
 MP0524
 MP0524:                Primary Azimuth Mark                     Grid Az
 MP0524:SPC WY E     -  MIDDLE ET                                016 48 50.3
 MP0524:UTM  13      -  MIDDLE ET                                016 55 26.7
 MP0524
 MP0524|---------------------------------------------------------------------|
 MP0524| PID    Reference Object                     Distance      Geod. Az  |
 MP0524|                                                           dddmmss.s |
 MP0524| MP0523 MIDDLE ET                           APPROX. 6.3 KM 0161141.4 |
 MP0524|---------------------------------------------------------------------|
 MP0524
 MP0524                          SUPERSEDED SURVEY CONTROL
 MP0524
 MP0524  NAD 83(1986)-  41 20 22.96838(N)    106 06 14.33130(W) AD(       ) 3
 MP0524  NAD 27      -  41 20 23.06747(N)    106 06 12.30019(W) AD(       ) 3
 MP0524  NGVD 29 (07/19/86) 2921.5    (m)         9585.     (f) VERT ANG       
 MP0524
 MP0524.Superseded values are not recommended for survey control.
 MP0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0524.See file dsdata.txt to determine how the superseded data were derived.
 MP0524
 MP0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0763177058(NAD 83)
 MP0524_MARKER: DD = SURVEY DISK
 MP0524_SETTING: 66 = SET IN ROCK OUTCROP
 MP0524_SP_SET: SET IN ROCK OUTCROP
 MP0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0524+STABILITY: POSITION/ELEVATION WELL
 MP0524
 MP0524  HISTORY     - Date     Condition        Report By
 MP0524  HISTORY     - 1959     MONUMENTED       USGS
 MP0524
 MP0524                          STATION DESCRIPTION
 MP0524
 MP0524'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0524'LOCATED ABOUT 3.2 MI. (AIRLINE) NE. OF CENTENNIAL, WYOMING, AND
 MP0524'ABOUT 2.0 MI. S. OF THE S. FORK OF MILL CREEK.  ON THE HIGHEST PART
 MP0524'AND NEAR THE W. END OF BALD MOUNTAIN.
 MP0524'
 MP0524'TO REACH FROM RAILROAD DEPOT AT CENTENNIAL, WYOMING, GO E. ON STATE
 MP0524'ROAD NO. 130 4.5 MI. TO A RD. N., TURN LEFT (N.) AND GO 0.6 MI.
 MP0524'CROSSING RAILROAD TO A GATE, PASS THRU GATE, GO 2.8 MI. N. TO A DRAIN,
 MP0524'CROSS DRAIN, GO 0.5 MI. E. ALONG TRACK RD. TO A CORRAL, TURN LEFT (W.)
 MP0524'ALONG TRACK RD. 4.4 MI. TO HIGHEST PART OF A PROMINENT MOUNTAIN AND
 MP0524'STATION SITE.
 MP0524'
 MP0524'STATION MARK--STANDARD TABLET, STAMPED ---VABM 9582---, CEMENTED
 MP0524'IN SOLID ROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0481 ***********************************************************************
 PV0481  DESIGNATION -  CORNERS
 PV0481  PID         -  PV0481
 PV0481  STATE/COUNTY-  WY/WESTON
 PV0481  USGS QUAD   -  FOUR CORNERS (1984)
 PV0481
 PV0481                         *CURRENT SURVEY CONTROL
 PV0481  ___________________________________________________________________
 PV0481* NAD 83(1993)-  44 06 08.58060(N)    104 08 08.95644(W)     ADJUSTED  
 PV0481* NAVD 88     -      1848.0    (meters)    6063.     (feet)  VERTCON   
 PV0481  ___________________________________________________________________
 PV0481  LAPLACE CORR-           7.76  (seconds)                    DEFLEC99
 PV0481  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 PV0481
 PV0481  HORZ ORDER  -  THIRD
 PV0481
 PV0481.The horizontal coordinates were established by classical geodetic methods
 PV0481.and adjusted by the National Geodetic Survey in January 1997..
 PV0481
 PV0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0481
 PV0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0481
 PV0481.The geoid height was determined by GEOID03.
 PV0481
 PV0481;                    North         East     Units Scale Factor Converg.
 PV0481;SPC WY E     -   400,641.503   282,532.865   MT  1.00002125   +0 43 02.8
 PV0481;UTM  13      - 4,883,607.473   569,165.596   MT  0.99965884   +0 36 05.2
 PV0481
 PV0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0481!SPC WY E     -   0.99971236  x   1.00002125  =   0.99973360
 PV0481!UTM  13      -   0.99971236  x   0.99965884  =   0.99937130
 PV0481
 PV0481:                Primary Azimuth Mark                     Grid Az
 PV0481:SPC WY E     -  HORTON                                   299 55 17.5
 PV0481:UTM  13      -  HORTON                                   300 02 15.1
 PV0481
 PV0481|---------------------------------------------------------------------|
 PV0481| PID    Reference Object                     Distance      Geod. Az  |
 PV0481|                                                           dddmmss.s |
 PV0481| PV0482 HORTON                              APPROX. 4.7 KM 3003820.3 |
 PV0481|---------------------------------------------------------------------|
 PV0481
 PV0481                          SUPERSEDED SURVEY CONTROL
 PV0481
 PV0481  NAD 83(1986)-  44 06 08.57786(N)    104 08 08.94789(W) AD(       ) 3
 PV0481  NAD 27      -  44 06 08.64658(N)    104 08 07.17280(W) AD(       ) 3
 PV0481  NGVD 29 (07/19/86) 1847.3    (m)         6061.     (f) VERT ANG       
 PV0481
 PV0481.Superseded values are not recommended for survey control.
 PV0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0481.See file dsdata.txt to determine how the superseded data were derived.
 PV0481
 PV0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ6916683607(NAD 83)
 PV0481_MARKER: H = DRILL HOLE
 PV0481_SETTING: 66 = SET IN ROCK OUTCROP
 PV0481_SP_SET: SET IN BEDROCK
 PV0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0481+STABILITY: POSITION/ELEVATION WELL
 PV0481
 PV0481  HISTORY     - Date     Condition        Report By
 PV0481  HISTORY     - 1957     MONUMENTED       USGS
 PV0481
 PV0481                          STATION DESCRIPTION
 PV0481
 PV0481'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0481'STATION IS LOCATED ON A LOW OPEN RIDGE ABOUT 1 MI. N. OF FOUR CORNERS,
 PV0481'WYOMING (JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 585).  IT IS IN
 PV0481'THE NW. CORNER OF SEC. 36, T 48 N, R 60 W, ABOUT 16 FT. S. OF A
 PV0481'POWERLINE.
 PV0481'
 PV0481'STATION MARK--DRILL HOLE IN BEDROCK.
 PV0481'
 PV0481'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0245 ***********************************************************************
 NS0245  DESIGNATION -  COTTON
 NS0245  PID         -  NS0245
 NS0245  STATE/COUNTY-  WY/FREMONT
 NS0245  USGS QUAD   -  WEISER PASS (1978)
 NS0245
 NS0245                         *CURRENT SURVEY CONTROL
 NS0245  ___________________________________________________________________
 NS0245* NAD 83(1993)-  42 37 44.79904(N)    108 36 09.15957(W)     ADJUSTED  
 NS0245* NAVD 88     -      2095.3    (meters)    6874.     (feet)  VERTCON   
 NS0245  ___________________________________________________________________
 NS0245  LAPLACE CORR-         -11.36  (seconds)                    DEFLEC99
 NS0245  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 NS0245
 NS0245  HORZ ORDER  -  THIRD
 NS0245
 NS0245.The horizontal coordinates were established by classical geodetic methods
 NS0245.and adjusted by the National Geodetic Survey in January 1997..
 NS0245
 NS0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0245
 NS0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0245
 NS0245.The geoid height was determined by GEOID03.
 NS0245
 NS0245;                    North         East     Units Scale Factor Converg.
 NS0245;SPC WYWC     -   236,465.142   612,094.989   MT  0.99993930   +0 05 59.5
 NS0245;UTM  12      - 4,722,415.892   696,588.725   MT  1.00007550   +1 37 27.1
 NS0245
 NS0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0245!SPC WYWC     -   0.99967336  x   0.99993930  =   0.99961268
 NS0245!UTM  12      -   0.99967336  x   1.00007550  =   0.99974884
 NS0245
 NS0245:                Primary Azimuth Mark                     Grid Az
 NS0245:SPC WYWC     -  SNOW                                     204 15 12.5
 NS0245:UTM  12      -  SNOW                                     202 43 44.9
 NS0245
 NS0245|---------------------------------------------------------------------|
 NS0245| PID    Reference Object                     Distance      Geod. Az  |
 NS0245|                                                           dddmmss.s |
 NS0245| NS0248 SNOW                                APPROX. 7.7 KM 2042112.0 |
 NS0245|---------------------------------------------------------------------|
 NS0245
 NS0245                          SUPERSEDED SURVEY CONTROL
 NS0245
 NS0245  NAD 83(1986)-  42 37 44.78316(N)    108 36 09.16111(W) AD(       ) 3
 NS0245  NAD 27      -  42 37 44.93731(N)    108 36 06.76537(W) AD(       ) 3
 NS0245  NGVD 29 (07/19/86) 2094.2    (m)         6871.     (f) VERT ANG       
 NS0245
 NS0245.Superseded values are not recommended for survey control.
 NS0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0245.See file dsdata.txt to determine how the superseded data were derived.
 NS0245
 NS0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9658922416(NAD 83)
 NS0245_MARKER: DD = SURVEY DISK
 NS0245_SETTING: 66 = SET IN ROCK OUTCROP
 NS0245_SP_SET: SET IN A ROCK LEDGE
 NS0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0245+STABILITY: POSITION/ELEVATION WELL
 NS0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0245+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 NS0245
 NS0245  HISTORY     - Date     Condition        Report By
 NS0245  HISTORY     - 1950     MONUMENTED       USGS
 NS0245  HISTORY     - 20050329 GOOD             INDIV
 NS0245
 NS0245                          STATION DESCRIPTION
 NS0245
 NS0245'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0245'STATION IS LOCATED ABOUT 13 MI. S. AND 7 MI. E. OF LANDER, WYOMING, ON
 NS0245'W. EDGE OF HIGH RIDGE DIRECTLY OVERLOOKING WYOMING STATE HIGHWAY 28.
 NS0245'
 NS0245'TO REACH FROM THE POST OFFICE IN LANDER, PROCEED SOUTHEASTERLY ALONG
 NS0245'U.S.HIGHWAY 287 FOR 7.8 MI.TO JUNCTION THENCE RIGHT ALONG STATE
 NS0245'HIGHWAY TOWARD ROCK SPRINGS FOR 9.0 MI. TO LARGE DRAIN CROSSING
 NS0245'HIGHWAY CAN BE REACHED BY A 15-MINUTE HIKE TO W.TIP OF RIDGE COVERED
 NS0245'WITH SCATTERED CEDARS, ON THE E. SIDE OF HIGHWAY.
 NS0245'
 NS0245'STATION MARK - A STANDARD TABLET SET FLUSH WITH SURFACE OF SLOPING
 NS0245'LEDGE ROCK AND STAMPED ---COTTON 1950---.
 NS0245'
 NS0245'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET SET IN LARGE BOULDER
 NS0245'AND STAMPED --- COTTON NO. 1 1950--- DISTANT 51.07 FT.,
 NS0245'N 57 DEG 38 MIN W, FROM STATION.
 NS0245'
 NS0245'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET SET IN BOULDER AND
 NS0245'STAMPED ---COTTON NO.2 1959--- DISTANT 23.78 FT., N 01 DEG W.
 NS0245
 NS0245                          STATION RECOVERY (2005)
 NS0245
 NS0245'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RED)
 NS0245'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0599 ***********************************************************************
 NQ0599  DESIGNATION -  COTTON
 NQ0599  PID         -  NQ0599
 NQ0599  STATE/COUNTY-  WY/PLATTE
 NQ0599  USGS QUAD   -  COLEMAN BUTTE (1981)
 NQ0599
 NQ0599                         *CURRENT SURVEY CONTROL
 NQ0599  ___________________________________________________________________
 NQ0599* NAD 83(1993)-  42 16 51.70420(N)    105 01 39.28961(W)     ADJUSTED  
 NQ0599* NAVD 88     -      1530.     (meters)    5020.     (feet)  VERTCON   
 NQ0599  ___________________________________________________________________
 NQ0599  LAPLACE CORR-          -8.89  (seconds)                    DEFLEC99
 NQ0599  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 NQ0599
 NQ0599  HORZ ORDER  -  THIRD
 NQ0599
 NQ0599.The horizontal coordinates were established by classical geodetic methods
 NQ0599.and adjusted by the National Geodetic Survey in January 1997..
 NQ0599
 NQ0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0599
 NQ0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0599
 NQ0599.The geoid height was determined by GEOID03.
 NQ0599
 NQ0599;                    North         East     Units Scale Factor Converg.
 NQ0599;SPC WY E     -   197,800.708   211,471.841   MT  0.99993912   +0 05 36.9
 NQ0599;UTM  13      - 4,680,979.681   497,725.931   MT  0.99960006   -0 01 06.8
 NQ0599
 NQ0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0599!SPC WY E     -   0.99976230  x   0.99993912  =   0.99970144
 NQ0599!UTM  13      -   0.99976230  x   0.99960006  =   0.99936246
 NQ0599
 NQ0599                          SUPERSEDED SURVEY CONTROL
 NQ0599
 NQ0599  NAD 83(1986)-  42 16 51.68369(N)    105 01 39.28220(W) AD(       ) 3
 NQ0599  NAD 27      -  42 16 51.79285(N)    105 01 37.37718(W) AD(       ) 3
 NQ0599  NGVD 29 (07/19/86) 1529.     (m)         5016.     (f) VERT ANG       
 NQ0599
 NQ0599.Superseded values are not recommended for survey control.
 NQ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0599.See file dsdata.txt to determine how the superseded data were derived.
 NQ0599
 NQ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9772680980(NAD 83)
 NQ0599_MARKER: DD = SURVEY DISK
 NQ0599_SETTING: 0 = UNSPECIFIED SETTING
 NQ0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0599
 NQ0599  HISTORY     - Date     Condition        Report By
 NQ0599  HISTORY     - 1948     MONUMENTED       USGS
 NQ0599
 NQ0599                          STATION DESCRIPTION
 NQ0599
 NQ0599'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0599'STATION IS LOCATED ABOUT 5 MI. NW. OF DWYER, WYOMING.
 NQ0599'
 NQ0599'TO REACH STATION FROM GLENDO POST OFFICE, GO S. FOR 17.4 MI. ON U.S.
 NQ0599'HIGHWAY 87 TO COUNTRY JUST S. OF COTTONWOOD CREEK, TURN LEFT ON
 NQ0599'COUNTRY RD. AND GO FOR 1.2 MI., LEAVE TRUCK AND GO S. ABOUT 1500 FT.
 NQ0599'TO HIGHEST POINT ON W. END OF LONG RIDGE, WHERE STATION IS LOCATED.
 NQ0599'
 NQ0599'STATION MARK--STANDARD TABLET STAMPED ---COTTON 1947--- AND SET IN
 NQ0599'TOP OF A CONCRETE MONUMENT.
 NQ0599'
 NQ0599'REFERENCE MARK NO. 1--IRON PIPE 44.3 FT. NE. OF STATION.
 NQ0599'
 NQ0599'REFERENCE MARK NO. 2--IRON PIPE 36.8 FT. SE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0399 ***********************************************************************
 OW0399  DESIGNATION -  COTTON
 OW0399  PID         -  OW0399
 OW0399  STATE/COUNTY-  WY/HOT SPRINGS
 OW0399  USGS QUAD   -  ANCHOR RESERVOIR (1965)
 OW0399
 OW0399                         *CURRENT SURVEY CONTROL
 OW0399  ___________________________________________________________________
 OW0399* NAD 83(1993)-  43 37 50.96386(N)    108 46 15.30865(W)     ADJUSTED  
 OW0399* NAVD 88     -      2382.9    (meters)    7818.     (feet)  VERTCON   
 OW0399  ___________________________________________________________________
 OW0399  LAPLACE CORR-         -12.42  (seconds)                    DEFLEC99
 OW0399  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 OW0399
 OW0399  HORZ ORDER  -  THIRD
 OW0399
 OW0399.The horizontal coordinates were established by classical geodetic methods
 OW0399.and adjusted by the National Geodetic Survey in January 1997..
 OW0399
 OW0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0399
 OW0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0399
 OW0399.The geoid height was determined by GEOID03.
 OW0399
 OW0399;                    North         East     Units Scale Factor Converg.
 OW0399;SPC WYWC     -   347,733.375   598,311.898   MT  0.99993754   -0 00 52.0
 OW0399;UTM  12      - 4,833,284.775   679,821.228   MT  0.99999775   +1 32 18.6
 OW0399
 OW0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0399!SPC WYWC     -   0.99962819  x   0.99993754  =   0.99956575
 OW0399!UTM  12      -   0.99962819  x   0.99999775  =   0.99962594
 OW0399
 OW0399:                Primary Azimuth Mark                     Grid Az
 OW0399:SPC WYWC     -  MORANTS                                  340 16 23.5
 OW0399:UTM  12      -  MORANTS                                  338 43 12.9
 OW0399
 OW0399|---------------------------------------------------------------------|
 OW0399| PID    Reference Object                     Distance      Geod. Az  |
 OW0399|                                                           dddmmss.s |
 OW0399| OW0301 MORANTS                             APPROX.13.0 KM 3401531.5 |
 OW0399|---------------------------------------------------------------------|
 OW0399
 OW0399                          SUPERSEDED SURVEY CONTROL
 OW0399
 OW0399  NAD 83(1986)-  43 37 50.95410(N)    108 46 15.30848(W) AD(       ) 3
 OW0399  NGVD 29 (11/06/89) 2381.7    (m)         7814.     (f) VERT ANG       
 OW0399
 OW0399.Superseded values are not recommended for survey control.
 OW0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0399.See file dsdata.txt to determine how the superseded data were derived.
 OW0399
 OW0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7982133285(NAD 83)
 OW0399_MARKER: DS = TRIANGULATION STATION DISK
 OW0399_SETTING: 0 = UNSPECIFIED SETTING
 OW0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0399
 OW0399  HISTORY     - Date     Condition        Report By
 OW0399  HISTORY     - 1950     MONUMENTED       USGS
 OW0399
 OW0399                          STATION DESCRIPTION
 OW0399
 OW0399'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0399'STATION LOCATED ON TOP OF LONG SPUR RIDGE, LEADING N. FROM OWL CREEK
 OW0399'MOUNTAIN, APPROXIMATELY 2.5 MI. W. OF COTTONWOOD RANGER STATION.
 OW0399'
 OW0399'TO REACH FROM THERMOPOLIS, INTERSECTION OF U.S. HIGHWAY 20 AND WYOMING
 OW0399'STATE HIGHWAY 120, PROCEED NW. ALONG STATE HIGHWAY 120 FOR 7.8 MI. TO
 OW0399'T-RD. W. (STATE SECONDARY), TURN LEFT (W.) AND GO ALONG STATE
 OW0399'SECONDARY RD. FOR 9.5 MI. TO T-RD. N. TO HAMILTON DOME, CONTINUE
 OW0399'STRAIGHT AHEAD FOR 0.6 MI. TO END OF PAVEMENT (1950), CONTINUE 8.1 MI.
 OW0399'TO FORK AND SCHOOL HOUSE, TAKE LEFT FORK, PASSING TO S. OF SCHOOL
 OW0399'HOUSE, AND GO 2.0 MI. TO FORK ABOUT 200 FT. BEYOND CATTLEGUARD, TAKE
 OW0399'LEFT FORK AND GO ALONG E. BANK OF S. FORK OWL CREEK FOR 1.0 MI. TO
 OW0399'GATE AND INDIAN RESERVATION BOUNDARY, PASS THRU GATE AND CONTINUE
 OW0399'2.9 MI. TO CATTLEGUARD, CONTINUE 2.3 MI. TO FOOT OF SWITCH BACK RD.
 OW0399'LEADING UP MOUNTAIN, LEAVE MAIN RD. AND TURN LEFT ON DIM TRACK RD. FOR
 OW0399'0.05 MI. TO BOTTOM RAVINE, CONTINUE UP S. SIDE RAVINE AND BEAR RIGHT
 OW0399'(SW.) AND FOLLOW OLD DIM TRACK RD. UP CANYON FOR 0.8 MI. TO OLD FENCE
 OW0399'LINE, CONTINUE UP STEEP GRADE TO TOP OF SMALL SADDLE FOR 1.5 MI.,
 OW0399'CONTINUE E. 0.1 MI. TO E. EDGE OF HILL, BEAR RIGHT (S.) AND GO ALONG
 OW0399'EDGE OF HILL FOR 0.1 MI. TO OLD FENCE LINE, BEAR RIGHT 0.1 MI. AND
 OW0399'PICK UP OLD TRACK RD., BEAR LEFT (E.) AND FOLLOW OLD TRACK RD. DOWN
 OW0399'STEEP GRADE FOR 0.2 MI. TO BOTTOM RAVINE, AND SURFACE STREAM CROSSING,
 OW0399'CONTINUE UP STEEP GRADE 0.15 MI. TO TOP AND OLD FENCE LINE, CONTINUE
 OW0399'ACROSS COUNTRY SE. TOWARDS LONE TREE ON TOP OF LOW SPUR RIDGE FOR 0.9
 OW0399'MI., TURN RIGHT (S.) AND FOLLOW ALONG TOP RIDGE 0.1 MI. TO LARGE LONE
 OW0399'ROCK AND STATION SITE.
 OW0399'
 OW0399'STATION MARK--STANDARD TABLET SET IN DRILL HOLE, STAMPED---WR-COTTON
 OW0399'1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0765 ***********************************************************************
 OX0765  DESIGNATION -  COTTONWOOD
 OX0765  PID         -  OX0765
 OX0765  STATE/COUNTY-  WY/TETON
 OX0765  USGS QUAD   -  BURNT MOUNTAIN (1996)
 OX0765
 OX0765                         *CURRENT SURVEY CONTROL
 OX0765  ___________________________________________________________________
 OX0765* NAD 83(1993)-  43 32 41.79207(N)    110 14 55.85150(W)     ADJUSTED  
 OX0765* NAVD 88     -      2309.93   (+/-2cm)    7578.5    (feet)  VERTCON   
 OX0765  ___________________________________________________________________
 OX0765  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 OX0765  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 OX0765
 OX0765  HORZ ORDER  -  SECOND
 OX0765  VERT ORDER  -  THIRD ? (See Below)
 OX0765
 OX0765.The horizontal coordinates were established by classical geodetic methods
 OX0765.and adjusted by the National Geodetic Survey in January 1997..
 OX0765
 OX0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0765.The vertical order pertains to the NGVD 29 superseded value.
 OX0765
 OX0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0765
 OX0765.The geoid height was determined by GEOID03.
 OX0765
 OX0765;                    North         East     Units Scale Factor Converg.
 OX0765;SPC WY W     -   438,205.323   786,624.521   MT  0.99993970   -0 06 50.5
 OX0765;UTM  12      - 4,821,606.639   560,681.438   MT  0.99964529   +0 31 03.0
 OX0765
 OX0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0765!SPC WY W     -   0.99963926  x   0.99993970  =   0.99957898
 OX0765!UTM  12      -   0.99963926  x   0.99964529  =   0.99928467
 OX0765
 OX0765|---------------------------------------------------------------------|
 OX0765| PID    Reference Object                     Distance      Geod. Az  |
 OX0765|                                                           dddmmss.s |
 OX0765| CP4746 COTTONWOOD RM 1                      13.829 METERS 02504     |
 OX0765| OX0763 DEER CREEK LOOKOUT                  APPROX. 9.1 KM 0305412.0 |
 OX0765| CP4747 COTTONWOOD RM 2                      13.653 METERS 12418     |
 OX0765| OX0762 SODA                                APPROX. 3.0 KM 1711837.6 |
 OX0765|---------------------------------------------------------------------|
 OX0765
 OX0765                          SUPERSEDED SURVEY CONTROL
 OX0765
 OX0765  NAD 83(1993)-  43 32 41.78296(N)    110 14 55.84511(W) AD(       ) 2
 OX0765  NAD 83(1986)-  43 32 41.78187(N)    110 14 55.83914(W) AD(       ) 2
 OX0765  NAD 27      -  43 32 41.98700(N)    110 14 53.16500(W) AD(       ) 2
 OX0765  NGVD 29 (07/19/86) 2308.50   (m)         7573.8    (f) LEVELING    3  
 OX0765
 OX0765.Superseded values are not recommended for survey control.
 OX0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0765.See file dsdata.txt to determine how the superseded data were derived.
 OX0765
 OX0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP6068121607(NAD 83)
 OX0765_MARKER: DS = TRIANGULATION STATION DISK
 OX0765_SETTING: 80 = SET IN A BOULDER
 OX0765_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OX0765
 OX0765  HISTORY     - Date     Condition        Report By
 OX0765  HISTORY     - 1946     MONUMENTED       CGS
 OX0765  HISTORY     - 1965     GOOD             USGS
 OX0765
 OX0765                          STATION DESCRIPTION
 OX0765
 OX0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0765'LOCATED ABOUT 3/4 MILE SOUTHEAST OF THE CONFLUENCE OF THE GROS
 OX0765'VENTRE RIVER AND SODA CREEK ON A SLIGHT RISE IN THE GRASSY BENCH
 OX0765'AND IS BETWEEN THE GROS VENTRE RIVER AND THE MAIN RIVER ROAD
 OX0765'AND ON A PROLONGATION OF AN EAST AND WEST FENCE LINE.  STATION IS
 OX0765'A STANDARD DISK SET IN A FOOT SQUARE BOULDER WHICH PROJECTS
 OX0765'ABOUT 3 INCHES.  STAMPED COTTONWOOD 1946.
 OX0765'
 OX0765'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION IN A 2 X 3 FOOT
 OX0765'BOULDER WHICH PROJECTS ABOUT 9 INCHES ON THE LOWER SIDE AND
 OX0765'IS ABOUT 2 FT. LOWER THAN THE STATION.  STAMPED COTTONWOOD 1946
 OX0765'NO. 1.
 OX0765'
 OX0765'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION SET IN 12 X 15
 OX0765'INCH BOULDER WHICH PROJECTS ABOUT 3 INCHES.  SAME ELEVATION
 OX0765'AS STATION.  STAMPED COTTONWOOD NO. 2 1946.
 OX0765'
 OX0765'STATION SODA WAS USED AS AN AZIMUTH MARK.
 OX0765'
 OX0765'REACHED FROM THE POST OFFICE IN KELLY, WYOMING BY GOING NORTH
 OX0765'ON GRAVEL ROAD FOR ONE MILE.  TURN RIGHT AND GO FOR 22.2 MILES
 OX0765'TO FORK (THIS ROAD IS KNOWN AS THE GROS VENTRE RIVER CANYON
 OX0765'ROAD), KEEP LEFT, (RIGHT ROAD LEADS GOOSEWING GUARD STATION) AND
 OX0765'GO 2.15 MILES TO FORK, KEEP RIGHT AND GO 0.95 MILE TO FORK,
 OX0765'KEEP LEFT FOR 0.55 MILE TO GATE IN RAIL FENCE, HERE TURN LEFT
 OX0765'AND GO NORTH TO T FENCE, HERE TURN LEFT AT RIGHT ANGLES AND GO
 OX0765'0.15 MILES TO LOW RISE AND STATION.
 OX0765
 OX0765                          STATION RECOVERY (1965)
 OX0765
 OX0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0384 ***********************************************************************
 PX0384  DESIGNATION -  COTTONWOOD
 PX0384  PID         -  PX0384
 PX0384  STATE/COUNTY-  WY/PARK
 PX0384  USGS QUAD   -  ELK BUTTE (1985)
 PX0384
 PX0384                         *CURRENT SURVEY CONTROL
 PX0384  ___________________________________________________________________
 PX0384* NAD 83(1993)-  44 15 39.41923(N)    108 55 37.07138(W)     ADJUSTED  
 PX0384* NAVD 88     -      1986.9    (meters)    6519.     (feet)  VERTCON   
 PX0384  ___________________________________________________________________
 PX0384  LAPLACE CORR-         -17.21  (seconds)                    DEFLEC99
 PX0384  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 PX0384
 PX0384  HORZ ORDER  -  THIRD
 PX0384
 PX0384.The horizontal coordinates were established by classical geodetic methods
 PX0384.and adjusted by the National Geodetic Survey in January 1997..
 PX0384
 PX0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0384
 PX0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0384
 PX0384.The geoid height was determined by GEOID03.
 PX0384
 PX0384;                    North         East     Units Scale Factor Converg.
 PX0384;SPC WYWC     -   417,758.118   585,869.609   MT  0.99993995   -0 07 24.6
 PX0384;UTM  12      - 4,902,946.363   665,474.601   MT  0.99993676   +1 26 49.8
 PX0384
 PX0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0384!SPC WYWC     -   0.99969034  x   0.99993995  =   0.99963031
 PX0384!UTM  12      -   0.99969034  x   0.99993676  =   0.99962712
 PX0384
 PX0384:                Primary Azimuth Mark                     Grid Az
 PX0384:SPC WYWC     -  CABIN                                    045 20 01.3
 PX0384:UTM  12      -  CABIN                                    043 45 46.9
 PX0384
 PX0384|---------------------------------------------------------------------|
 PX0384| PID    Reference Object                     Distance      Geod. Az  |
 PX0384|                                                           dddmmss.s |
 PX0384| PX0383 CABIN                               APPROX. 5.6 KM 0451236.7 |
 PX0384|---------------------------------------------------------------------|
 PX0384
 PX0384                          SUPERSEDED SURVEY CONTROL
 PX0384
 PX0384  NAD 83(1986)-  44 15 39.40930(N)    108 55 37.06366(W) AD(       ) 3
 PX0384  NAD 27      -  44 15 39.57358(N)    108 55 34.57371(W) AD(       ) 3
 PX0384  NGVD 29 (07/19/86) 1985.8    (m)         6515.     (f) VERT ANG       
 PX0384
 PX0384.Superseded values are not recommended for survey control.
 PX0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0384.See file dsdata.txt to determine how the superseded data were derived.
 PX0384
 PX0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6547502946(NAD 83)
 PX0384_MARKER: DD = SURVEY DISK
 PX0384_SETTING: 0 = UNSPECIFIED SETTING
 PX0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0384
 PX0384  HISTORY     - Date     Condition        Report By
 PX0384  HISTORY     - 1948     MONUMENTED       USGS
 PX0384
 PX0384                          STATION DESCRIPTION
 PX0384
 PX0384'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0384'STATION IS LOCATED ON HIGHEST POINT OF SMALL SPUR RIDGE ON NW. CORNER
 PX0384'OF SMALL HIGH BUTTE.
 PX0384'
 PX0384'TO REACH FROM POST OFFICE IN MEETEETSE, GO N. ON WYOMING STATE HIGHWAY
 PX0384'120 -MEETEETSE TO CODY RD. FOR 11.7 MI. TURN LEFT WESTERLY ON MAIN
 PX0384'TRAVELED DIRT RD. FOR 3.5 MI. AND GO LEFT, SOUTHERLY ON FAINT TRAIL
 PX0384'ALONG POWER LINE FOR 0.4 MI. TO TOP OF RIDGE.  STATION IS ON TOP OF
 PX0384'HIGH BUTTE ABOUT 0.8 MI. TO E.
 PX0384'
 PX0384'STATION MARK - STANDARD TABLET SET IN CONCRETE MONUMENT STAMPED
 PX0384'--- COTTONWOOD 1948.---
 PX0384'
 PX0384'REFERENCE MARK NO.1 - STANDARD TABLET SET IN CONCRETE MONUMENT STAMPED
 PX0384'---COTTONWOOD NO.1 1948---, 46.25 FT., S 54 DEG 52 MIN W.
 PX0384'
 PX0384'REFERENCE MARK NO.2 - STANDARD TABLET SET IN CONCRETE MONUMENT STAMPED
 PX0384'---COTTONWOOD NO.2 1948---, 29.05 FT., N 44 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0378 ***********************************************************************
 OU0378  DESIGNATION -  COTTONWOOD
 OU0378  PID         -  OU0378
 OU0378  STATE/COUNTY-  WY/NIOBRARA
 OU0378  USGS QUAD   -  MULE CREEK SE (1978)
 OU0378
 OU0378                         *CURRENT SURVEY CONTROL
 OU0378  ___________________________________________________________________
 OU0378* NAD 83(1993)-  43 15 13.80117(N)    104 06 04.42063(W)     ADJUSTED  
 OU0378* NAVD 88     -      1314.8    (meters)    4314.     (feet)  VERTCON   
 OU0378  ___________________________________________________________________
 OU0378  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 OU0378  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 OU0378
 OU0378  HORZ ORDER  -  FIRST
 OU0378
 OU0378.The horizontal coordinates were established by classical geodetic methods
 OU0378.and adjusted by the National Geodetic Survey in January 1998..
 OU0378
 OU0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0378
 OU0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0378
 OU0378.The geoid height was determined by GEOID03.
 OU0378
 OU0378;                    North         East     Units Scale Factor Converg.
 OU0378;SPC WY E     -   306,402.936   286,513.331   MT  1.00002954   +0 43 48.4
 OU0378;SPC SD S     -   109,197.914   294,157.244   MT  0.99992700   -2 35 57.4
 OU0378;SPC SD S     -   358,260.16    965,080.89   sFT  0.99992700   -2 35 57.4
 OU0378;UTM  13      - 4,789,395.331   572,955.335   MT  0.99966547   +0 36 57.2
 OU0378
 OU0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0378!SPC WY E     -   0.99979619  x   1.00002954  =   0.99982572
 OU0378!SPC SD S     -   0.99979619  x   0.99992700  =   0.99972320
 OU0378!UTM  13      -   0.99979619  x   0.99966547  =   0.99946173
 OU0378
 OU0378:                Primary Azimuth Mark                     Grid Az
 OU0378:SPC WY E     -  PROVO WEST BASE                          120 10 13.8
 OU0378:SPC SD S     -  PROVO WEST BASE                          123 29 59.6
 OU0378:UTM  13      -  PROVO WEST BASE                          120 17 05.0
 OU0378
 OU0378|---------------------------------------------------------------------|
 OU0378| PID    Reference Object                     Distance      Geod. Az  |
 OU0378|                                                           dddmmss.s |
 OU0378| OT0809 PROVO WEST BASE                     APPROX.17.4 KM 1205402.2 |
 OU0378| CP9070 COTTONWOOD RM                                      16721     |
 OU0378|---------------------------------------------------------------------|
 OU0378
 OU0378                          SUPERSEDED SURVEY CONTROL
 OU0378
 OU0378  NAD 83(1993)-  43 15 13.79778(N)    104 06 04.42196(W) AD(       ) 1
 OU0378  NAD 83(1986)-  43 15 13.78265(N)    104 06 04.40057(W) AD(       ) 1
 OU0378  NAD 27      -  43 15 13.88400(N)    104 06 02.64000(W) AD(       ) 1
 OU0378  NGVD 29 (07/19/86) 1314.2    (m)         4312.     (f) VERT ANG       
 OU0378
 OU0378.Superseded values are not recommended for survey control.
 OU0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0378.See file dsdata.txt to determine how the superseded data were derived.
 OU0378
 OU0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH7295589395(NAD 83)
 OU0378_MARKER: DS = TRIANGULATION STATION DISK
 OU0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0378_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OU0378
 OU0378  HISTORY     - Date     Condition        Report By
 OU0378  HISTORY     - 1912     MONUMENTED       CGS
 OU0378  HISTORY     - 1962     GOOD             USFS
 OU0378
 OU0378                          STATION DESCRIPTION
 OU0378
 OU0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 OU0378'ABOUT 14-1/2 MILES SOUTH, 76 DEG W., DIRECT, AND 18 MILES BY
 OU0378'ROAD FROM EDGEMONT, S. DAKOTA, 2 MILES NORTH OF EAST OF VALENTINE
 OU0378'PHESTER RANCH, AND 2-1/2 MILES WEST OF SOUTH DAKOTA-WYOMING
 OU0378'BOUNDARY LINE, ON HIGHEST PART OF THE BALD COTTONWOOD DIVIDE IN
 OU0378'THAT VICINITY, WITHIN A FEW FEET OF LOCATION OF U.S. GEOLOGICAL
 OU0378'SURVEY STATION COTTONWOOD WHICH COULD NOT BE FOUND.  SURFACE
 OU0378'MARK IS STANDARD STATION DISK IN CONCRETE-FILLED,
 OU0378'GALVANIZED-IRON CYLINDER PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OU0378'UNDERGROUND MARK IS BRASS BOLT IN CONCRETE BLOCK.
 OU0378'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE-FILLED,
 OU0378'GALVANIZED-IRON CYLINDER PROJECTING ABOUT 3 INCHES ABOVE
 OU0378'GROUND, 41.228 METERS (135.26 FEET) FROM STATION S 12 DEG 39 MIN E.
 OU0378
 OU0378                          STATION RECOVERY (1962)
 OU0378
 OU0378'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0378'ALL MARKS WERE FOUND IN GOOD CONDITION.  AS THIS STATION WAS
 OU0378'VERY DIFFICULT TO FIND BECAUSE THE SURROUNDING COUNTRY IS RELATIVELY
 OU0378'FEATURELESS, A NEW DESCRIPTION FOLLOWS--
 OU0378'
 OU0378'STATION IS LOCATED ON A HIGH GRASSY RIDGE ABOUT 14-1/2 MILES
 OU0378'AIRLINE WSW FROM EDGEMONT, SOUTH DAKOTA AND ABOUT 11 MILES
 OU0378'AIRLINE FROM THE NEW MULE CREEK JUNCTION ON U.S. 85 (BETWEEN
 OU0378'LUSK AND NEWCASTLE, WYOMING).  THE STATION IS SITUATED IN T 39 N,
 OU0378'R 60 W, 6TH PRINCIPAL MERIDIAN, ABOUT 2-1/5 MILES WEST OF THE
 OU0378'WYOMING - SOUTH DAKOTA STATE LINE, IN NIOBRARA COUNTY, WYOMING.
 OU0378'
 OU0378'TO REACH THE STATION FROM THE NEW MULE CREEK JUNCTION AT THE
 OU0378'INTERSECTION OF NEW U.S. 85 AND U.S. 18.  85A BETWEEN LUSK AND
 OU0378'NEWCASTLE, WYOMING, PROCEED SOUTHEASTERLY ON U.S. 18.  85A
 OU0378'FOR 6.4 MILES TO THE OLD MULE CREEK JUNCTION AT THE INTERSECTION
 OU0378'OF OLD U.S. 85 AND U.S. 18.  85A, THENCE TURN RIGHT
 OU0378'(SOUTHWESTERLY) FOR 4.3 MILES TO ENTRANCE OF THE PFISTER RANCH ON
 OU0378'THE LEFT.  TAKE THE TRACK ROAD LEFT, ENTERING THE PFISTER RANCH,
 OU0378'AND PROCEED SOUTHEASTERLY 0.2 MILE PASSING THROUGH FARMYARD
 OU0378'TO A GATE IN N-S FENCE.  PASS THROUGH GATE AND PROCEED
 OU0378'EASTERLY 0.1 MILE TO A Y FORK.  TAKE LEFT AND CONTINUE
 OU0378'EASTERLY ALONG SOUTH SIDE OF AN E-W FENCE AND UP A RIDGE FOR
 OU0378'1.6 MILES TO A T ROAD RIGHT.  TAKE TRACK ROAD RIGHT AND PROCEED
 OU0378'ALONG MAIN TRAVELED TRACK ROAD ON RIDGELINE 0.7 MILE PASSING
 OU0378'THROUGH A GATE IN AN E-W FENCELINE THENCE CONTINUE 1.2 MILES TO
 OU0378'TOP OF A STEEP RISE AND A Y FORK.  TAKE LEFT AND PROCEED ALONG
 OU0378'RIDGELINE ON THE MAIN TRAVELED TRACK ROAD 0.25 MILE TO
 OU0378'ANOTHER Y FORK, THENCE TAKE LEFT AND CONTINUE 1.3 MILES
 OU0378'TO ANOTHER Y FORK, THEN TAKE LEFT AND CONTINUE 0.4 MILE TO
 OU0378'A Y FORK, THEN TAKE LEFT AND CONTINUE ALONG RIDGELINE ON
 OU0378'THE MAIN TRACK FOR 1.55 MILES TO ANOTHER Y FORK.  TAKE
 OU0378'LEFT AND PROCEED ON MAIN TRACK 0.4 MILE TO A DIM TRACK
 OU0378'LEFT, THENCE CONTINUE STRAIGHT AHEAD ALONG RIDGELINE ON MAIN
 OU0378'TRACK 1.8 MILES TO A Y FORK.  TAKE MAIN TRACK LEFT AND
 OU0378'PROCEED ALONG RIDGELINE FOR 0.6 MILE TO A DIM TRACK RIGHT JUST
 OU0378'AFTER PASSING TO THE LEFT OF THE HEAD OF A DRY WASH.  TAKE DIM
 OU0378'TRACK RIGHT AND PROCEED 0.6 MILE TO THE HIGH POINT OF THE SPUR
 OU0378'RIDGE AND STATION SITE.
 OU0378'
 OU0378'A CEDAR 4 X 4 WITNESS POST PAINTED WHITE WITH U.S. WAS SET 5 FT
 OU0378'SOUTH OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0524 ***********************************************************************
 NR0524  DESIGNATION -  COTTONWOOD
 NR0524  PID         -  NR0524
 NR0524  STATE/COUNTY-  WY/CARBON
 NR0524  USGS QUAD   -  BEAR SPRING (1982)
 NR0524
 NR0524                         *CURRENT SURVEY CONTROL
 NR0524  ___________________________________________________________________
 NR0524* NAD 83(1993)-  42 26 27.52007(N)    106 44 32.86594(W)     ADJUSTED  
 NR0524* NAVD 88     -      2049.24   (+/-2cm)    6723.2    (feet)  VERTCON   
 NR0524  ___________________________________________________________________
 NR0524  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 NR0524  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 NR0524
 NR0524  HORZ ORDER  -  THIRD
 NR0524  VERT ORDER  -  THIRD ? (See Below)
 NR0524
 NR0524.The horizontal coordinates were established by classical geodetic methods
 NR0524.and adjusted by the National Geodetic Survey in January 1997..
 NR0524
 NR0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0524.The vertical order pertains to the NGVD 29 superseded value.
 NR0524
 NR0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0524
 NR0524.The geoid height was determined by GEOID03.
 NR0524
 NR0524;                    North         East     Units Scale Factor Converg.
 NR0524;SPC WYEC     -   315,726.550   448,611.670   MT  0.99996656   +0 23 55.5
 NR0524;UTM  13      - 4,700,210.148   356,691.987   MT  0.99985268   -1 10 33.8
 NR0524
 NR0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0524!SPC WYEC     -   0.99968066  x   0.99996656  =   0.99964723
 NR0524!UTM  13      -   0.99968066  x   0.99985268  =   0.99953339
 NR0524
 NR0524:                Primary Azimuth Mark                     Grid Az
 NR0524:SPC WYEC     -  HANSEN                                   350 52 19.5
 NR0524:UTM  13      -  HANSEN                                   352 26 48.8
 NR0524
 NR0524|---------------------------------------------------------------------|
 NR0524| PID    Reference Object                     Distance      Geod. Az  |
 NR0524|                                                           dddmmss.s |
 NR0524| NR0528 HANSEN                              APPROX. 4.0 KM 3511615.0 |
 NR0524|---------------------------------------------------------------------|
 NR0524
 NR0524                          SUPERSEDED SURVEY CONTROL
 NR0524
 NR0524  NAD 83(1986)-  42 26 27.50491(N)    106 44 32.85392(W) AD(       ) 3
 NR0524  NGVD 29 (08/25/89) 2048.24   (m)         6719.9    (f) LEVELING    3  
 NR0524
 NR0524.Superseded values are not recommended for survey control.
 NR0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0524.See file dsdata.txt to determine how the superseded data were derived.
 NR0524
 NR0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH5669200210(NAD 83)
 NR0524_MARKER: DS = TRIANGULATION STATION DISK
 NR0524_SETTING: 0 = UNSPECIFIED SETTING
 NR0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0524
 NR0524  HISTORY     - Date     Condition        Report By
 NR0524  HISTORY     - 1948     MONUMENTED       USGS
 NR0524
 NR0524                          STATION DESCRIPTION
 NR0524
 NR0524'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0524'LOCATED 2193 FT. NW. OF BM NO. 38, 100 FT. S. OF COUNTY RD., 470 FT.
 NR0524'E. OF OLD USGS BM, IRON POST, ---6717---, IN THE NE. CORNER OF
 NR0524'SEC. 2, T 28 N, R 82 W.
 NR0524'
 NR0524'FROM ALCOVA, WYOMING POST OFFICE, TAKE BLACK TOP ROAD S. 1.0 MI. TO
 NR0524'BRIDGE OVER NORTH PLATTE RIVER, CONTINUE S. 9.8 MI. TO CATTLEGUARD,
 NR0524'CONTINUE 0.3 MI.  STATION IS THEN 100 FT. S. OF THE ROAD.
 NR0524'
 NR0524'STATION MARK--STANDARD TABLET SET IN TOP OF A CONCRETE POST PROJECTING
 NR0524'6 IN. ABOVE THE GROUND, AND STAMPED---COTTONWOOD, 1947---.
 NR0524'
 NR0524'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN TOP OF A
 NR0524'CONCRETE POST PROJECTING 6 IN. ABOVE THE GROUND, 58.6 FT. S. OF THE
 NR0524'STATION MARK, STAMPED---COTTONWOOD NO. 1, 1947---, N 18 DEGREES
 NR0524'23 MINUTES, NE.
 NR0524'
 NR0524'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN TOP OF A
 NR0524'CONCRETE POST PROJECTING 6 IN. ABOVE THE GROUND, 37.6 FT. E. OF THE
 NR0524'STATION MARK, STAMPED---COTTONWOOD NO. 2, 1947---, N 84 DEGREES
 NR0524'13 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0400 ***********************************************************************
 OW0400  DESIGNATION -  COTTONWOOD
 OW0400  PID         -  OW0400
 OW0400  STATE/COUNTY-  WY/FREMONT
 OW0400  USGS QUAD   -  MORRISON CANYON (1978)
 OW0400
 OW0400                         *CURRENT SURVEY CONTROL
 OW0400  ___________________________________________________________________
 OW0400* NAD 83(1993)-  43 23 41.64169(N)    108 15 22.12830(W)     ADJUSTED  
 OW0400* NAVD 88     -      1519.3    (meters)    4985.     (feet)  VERTCON   
 OW0400  ___________________________________________________________________
 OW0400  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 OW0400  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 OW0400
 OW0400  HORZ ORDER  -  THIRD
 OW0400
 OW0400.The horizontal coordinates were established by classical geodetic methods
 OW0400.and adjusted by the National Geodetic Survey in January 1997..
 OW0400
 OW0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0400
 OW0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0400
 OW0400.The geoid height was determined by GEOID03.
 OW0400
 OW0400;                    North         East     Units Scale Factor Converg.
 OW0400;SPC WYWC     -   321,641.589   640,007.952   MT  0.99995718   +0 20 21.5
 OW0400;UTM  12      - 4,808,326.325   722,214.253   MT  1.00020745   +1 53 09.1
 OW0400
 OW0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0400!SPC WYWC     -   0.99976394  x   0.99995718  =   0.99972113
 OW0400!UTM  12      -   0.99976394  x   1.00020745  =   0.99997134
 OW0400
 OW0400:                Primary Azimuth Mark                     Grid Az
 OW0400:SPC WYWC     -  HOODOO                                   095 50 10.5
 OW0400:UTM  12      -  HOODOO                                   094 17 22.9
 OW0400
 OW0400|---------------------------------------------------------------------|
 OW0400| PID    Reference Object                     Distance      Geod. Az  |
 OW0400|                                                           dddmmss.s |
 OW0400| OV0441 HOODOO                              APPROX.21.7 KM 0961032.0 |
 OW0400|---------------------------------------------------------------------|
 OW0400
 OW0400                          SUPERSEDED SURVEY CONTROL
 OW0400
 OW0400  NAD 83(1986)-  43 23 41.62672(N)    108 15 22.13474(W) AD(       ) 3
 OW0400  NGVD 29 (11/06/89) 1518.4    (m)         4982.     (f) VERT ANG       
 OW0400
 OW0400.Superseded values are not recommended for survey control.
 OW0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0400.See file dsdata.txt to determine how the superseded data were derived.
 OW0400
 OW0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2221408326(NAD 83)
 OW0400_MARKER: DS = TRIANGULATION STATION DISK
 OW0400_SETTING: 0 = UNSPECIFIED SETTING
 OW0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0400
 OW0400  HISTORY     - Date     Condition        Report By
 OW0400  HISTORY     - 1948     MONUMENTED       USGS
 OW0400
 OW0400                          STATION DESCRIPTION
 OW0400
 OW0400'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0400'LOCATED ABOUT 7 MI. W. AND 11 MI. N. OF SHOSHONI ON THE S. END OF A
 OW0400'N-S. RIDGE.
 OW0400'
 OW0400'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 20 AND WYOMING STATE
 OW0400'HIGHWAY 320 IN SHOSHONI, TAKE STATE HIGHWAY 320 W. 3.6 MI. TO THROUGH
 OW0400'TRUSS BRIDGE, CONTINUE 0.3 MI. TO RD. ON RIGHT, TAKE THIS RD. N. 0.3
 OW0400'MI. TO BRIDGE, CONTINUE ON MAIN-TRAVELED RD. N. 1.5 MI. TO FORK, TAKE
 OW0400'LEFT FORK AND CONTINUE N. 1.5 MI. TO CROSSROADS, KEEP STRAIGHT AND GO
 OW0400'N. 0.95 MI. TO BRIDGE, CONTINUE 0.15 MI. TO FORK, TAKE RIGHT FORK AND
 OW0400'GO N. 0.9 MI. TO FENCE CORNER ON RIGHT, CONTINUE N. 0.65 MI. TO FORK,
 OW0400'TAKE LEFT FORK KEEPING ON MAIN-TRAVELED RD. AND GO N. 2.65 MI. TO
 OW0400'WASH, CONTINUE 0.35 MI. TO FORK, TAKE LEFT FORK KEEPING STRAIGHT AND
 OW0400'GO N. 2.8 MI. TO SMALL BRIDGE ACROSS NARROW WASH, CONTINUE N. 1.5 MI.
 OW0400'TO POINT WHERE RD. REACHES TOP OF RIDGE AND TURNS W., TURN LEFT ON
 OW0400'DIM RD. AND GO S. ALONG TOP OF RIDGE 1.15 MI. TO END OF RIDGE AND
 OW0400'STATION.
 OW0400'
 OW0400'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST AND STAMPED
 OW0400'---COTTONWOOD 1948---.
 OW0400'
 OW0400'REFERENCE MARK NO. 1--3 BY 3 IN. CONCRETE POST, 59.69 FT. S. OF
 OW0400'STATION, N 15 DEGREES 44 MINUTES, NE.
 OW0400'
 OW0400'REFERENCE MARK NO. 2--3 BY 3 IN. CONCRETE POST, 104.58 FT. NE. OF
 OW0400'STATION, N 48 DEGREES 05 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0310 ***********************************************************************
 OW0310  DESIGNATION -  COTTONWOOD 2
 OW0310  PID         -  OW0310
 OW0310  STATE/COUNTY-  WY/HOT SPRINGS
 OW0310  USGS QUAD   -  COTTONWOOD PEAK (1991)
 OW0310
 OW0310                         *CURRENT SURVEY CONTROL
 OW0310  ___________________________________________________________________
 OW0310* NAD 83(1993)-  43 49 15.55976(N)    109 03 52.10919(W)     ADJUSTED  
 OW0310* NAVD 88     -      3329.3    (meters)   10923.     (feet)  VERTCON   
 OW0310  ___________________________________________________________________
 OW0310  LAPLACE CORR-         -18.88  (seconds)                    DEFLEC99
 OW0310  GEOID HEIGHT-          -9.13  (meters)                     GEOID03
 OW0310
 OW0310  HORZ ORDER  -  THIRD
 OW0310
 OW0310.The horizontal coordinates were established by classical geodetic methods
 OW0310.and adjusted by the National Geodetic Survey in January 1997..
 OW0310
 OW0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0310
 OW0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0310
 OW0310.The geoid height was determined by GEOID03.
 OW0310
 OW0310;                    North         East     Units Scale Factor Converg.
 OW0310;SPC WYWC     -   368,908.612   574,703.039   MT  0.99994537   -0 13 03.9
 OW0310;UTM  12      - 4,853,811.445   655,646.087   MT  0.99989797   +1 20 25.6
 OW0310
 OW0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0310!SPC WYWC     -   0.99947965  x   0.99994537  =   0.99942505
 OW0310!UTM  12      -   0.99947965  x   0.99989797  =   0.99937767
 OW0310
 OW0310:                Primary Azimuth Mark                     Grid Az
 OW0310:SPC WYWC     -  BERRY                                    040 19 33.3
 OW0310:UTM  12      -  BERRY                                    038 46 03.8
 OW0310
 OW0310|---------------------------------------------------------------------|
 OW0310| PID    Reference Object                     Distance      Geod. Az  |
 OW0310|                                                           dddmmss.s |
 OW0310| OW0308 BERRY                               APPROX. 8.0 KM 0400629.4 |
 OW0310|---------------------------------------------------------------------|
 OW0310
 OW0310                          SUPERSEDED SURVEY CONTROL
 OW0310
 OW0310  NAD 83(1986)-  43 49 15.55044(N)    109 03 52.10083(W) AD(       ) 3
 OW0310  NAD 27      -  43 49 15.71802(N)    109 03 49.61496(W) AD(       ) 3
 OW0310  NGVD 29 (07/19/86) 3327.8    (m)        10918.     (f) VERT ANG       
 OW0310
 OW0310.Superseded values are not recommended for survey control.
 OW0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0310.See file dsdata.txt to determine how the superseded data were derived.
 OW0310
 OW0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP5564653811(NAD 83)
 OW0310_MARKER: DD = SURVEY DISK
 OW0310_SETTING: 80 = SET IN A BOULDER
 OW0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0310+STABILITY: SURFACE MOTION
 OW0310
 OW0310  HISTORY     - Date     Condition        Report By
 OW0310  HISTORY     - 1954     MONUMENTED       USGS
 OW0310
 OW0310                          STATION DESCRIPTION
 OW0310
 OW0310'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0310'THIS ID THE SITE OF THE OLD USGS STATION COTTONWOOD ESTABLISHED IN
 OW0310'1904 BY USGS.  THE OLD STATION MARK WAS FOUND TO BE IN UNSTABLE
 OW0310'POSITION AND WAS DESTROYED BY THIS PARTY.  THE NEW STATION MARK TABLET
 OW0310'WAS SET APPROXIMATELY 10 FT. S. OF THE OLD POSITION.
 OW0310'
 OW0310'STATION IS LOCATED APPROXIMATELY 25 MI. AIR SSW. OF MEETEETSE, WYOMING
 OW0310'AT THE HEAD OF COTTONWOOD CREEK, ON A HIGH PEAK, LOCALLY KNOWN AS
 OW0310'COTTONWOOD PEAK, ABOVE TIMBER LINE, IN SEC. T.45 N., R.102 W.,
 OW0310'
 OW0310'TO REACH THE STATION FROM THE POST OFFICE AT MEETEETSE GO SE. ON
 OW0310'WYOMING STATE HIGHWAY 120, 18.2 MI., THEN GO RIGHT S. ON AN OILED RD.
 OW0310'4.8 MI. TO GRASS CREEK, WYOMING AND GO W. AND SW. ON AN ALTERNATELY
 OW0310'OILED AND GRADED DIRT RD., WHICH FOLLOWS THE MAIN BRANCH OF GRASS
 OW0310'CREEK CLOSELY FOR 21.1 MI. TO A SAWMILL HIGH ON GRASS CREEK, GO 1.8
 OW0310'MI. TO THE END OF THE RD. AND THE BEGINNING OF A U.S. FOREST SERVICE
 OW0310'TRAIL NEAR THE HEAD OF GRASS CREEK.  THE TRAIL LEADS WESTERLY UP THE
 OW0310'CREST OF A DIVIDE OVERLOOKING COTTONWOOD CREEK TO THE S. AND W. AND
 OW0310'SW. ALONG THE DIVIDE TO COTTONWOOD PEAK AND THE STATION.  THE TOTAL
 OW0310'DISTANCE ALONG THE TRAIL IS APPROXIMATELY 5 MI. AND WAS TRAVELED ON
 OW0310'FOOT IN 4 1/4 HOURS.
 OW0310'
 OW0310'STATION MARK - STANDARD TABLET STAMPED ---COTTONWOOD 2 1954---
 OW0310'CEMENTED IN A BOULDER PROJECTING ABOUT 5 IN. ABOVE GROUND.
 OW0310'
 OW0310'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN A BOULDER
 OW0310'14.88 FT., N 81 DEG 13 MIN E.
 OW0310'
 OW0310'REFERENCE MARK NO.2 - CHISLED  CROSS WITHIN A TRIANGLE CHISLED ON A
 OW0310'FLAT TOPPED BOULDER 19.92 FT., N 33 DEG 59 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0404 ***********************************************************************
 OV0404  DESIGNATION -  COTTONWOOD PASS
 OV0404  PID         -  OV0404
 OV0404  STATE/COUNTY-  WY/FREMONT
 OV0404  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0404
 OV0404                         *CURRENT SURVEY CONTROL
 OV0404  ___________________________________________________________________
 OV0404* NAD 83(1993)-  43 27 18.12086(N)    107 33 44.39026(W)     ADJUSTED  
 OV0404* NAVD 88     -      2317.2    (meters)    7602.     (feet)  VERTCON   
 OV0404  ___________________________________________________________________
 OV0404  LAPLACE CORR-           9.43  (seconds)                    DEFLEC99
 OV0404  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 OV0404
 OV0404  HORZ ORDER  -  FIRST
 OV0404
 OV0404.The horizontal coordinates were established by classical geodetic methods
 OV0404.and adjusted by the National Geodetic Survey in January 1997..
 OV0404
 OV0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0404
 OV0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0404
 OV0404.The geoid height was determined by GEOID03.
 OV0404
 OV0404;                    North         East     Units Scale Factor Converg.
 OV0404;SPC WYWC     -   328,888.802   696,120.385   MT  1.00005111   +0 49 00.9
 OV0404;UTM  13      - 4,814,536.849   292,692.602   MT  1.00012867   -1 45 46.7
 OV0404
 OV0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0404!SPC WYWC     -   0.99963869  x   1.00005111  =   0.99968978
 OV0404!UTM  13      -   0.99963869  x   1.00012867  =   0.99976731
 OV0404
 OV0404:                Primary Azimuth Mark                     Grid Az
 OV0404:SPC WYWC     -  COTTONWOOD PASS AZ MK                    037 23 30.4
 OV0404:UTM  13      -  COTTONWOOD PASS AZ MK                    039 58 18.0
 OV0404
 OV0404|---------------------------------------------------------------------|
 OV0404| PID    Reference Object                     Distance      Geod. Az  |
 OV0404|                                                           dddmmss.s |
 OV0404| CP4748 COTTONWOOD PASS AZ MK                              0381231.3 |
 OV0404| CP4749 COTTONWOOD PASS RM 1                  8.365 METERS 17140     |
 OV0404| CP4750 COTTONWOOD PASS RM 2                  9.555 METERS 24826     |
 OV0404|---------------------------------------------------------------------|
 OV0404
 OV0404                          SUPERSEDED SURVEY CONTROL
 OV0404
 OV0404  NAD 83(1986)-  43 27 18.09980(N)    107 33 44.38766(W) AD(       ) 1
 OV0404  NAD 27      -  43 27 18.24500(N)    107 33 42.11000(W) AD(       ) 1
 OV0404  NGVD 29 (09/08/93) 2316.2    (m)         7599.     (f) VERT ANG       
 OV0404
 OV0404.Superseded values are not recommended for survey control.
 OV0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0404.See file dsdata.txt to determine how the superseded data were derived.
 OV0404
 OV0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ9269314537(NAD 83)
 OV0404_MARKER: DD = SURVEY DISK
 OV0404_SETTING: 66 = SET IN ROCK OUTCROP
 OV0404_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 OV0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0404+STABILITY: POSITION/ELEVATION WELL
 OV0404
 OV0404  HISTORY     - Date     Condition        Report By
 OV0404  HISTORY     - 1905     MONUMENTED       USGS
 OV0404  HISTORY     - 1938     GOOD             USGS
 OV0404  HISTORY     - 1950     GOOD             USGS
 OV0404
 OV0404                          STATION DESCRIPTION
 OV0404
 OV0404'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 OV0404'STATION MARK--STANDARD USGS TABLET, SET IN DRILL HOLE IN OUTCROPPING
 OV0404'BEDROCK.
 OV0404
 OV0404                          STATION RECOVERY (1938)
 OV0404
 OV0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938 (PLB)
 OV0404'LOCATED ON THE HIGHEST POINT OF THE NE END OF A GROUP OF
 OV0404'LIMESTONE-CAPPED RIDGES, ABOUT 1.3 MILES E OF COTTONWOOD
 OV0404'PASS.
 OV0404'
 OV0404'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 OV0404'IN OUTCROPPING BEDROCK.  REFERENCE
 OV0404'MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 OV0404'AZIMUTH MARK IS A STANDARD BRONZE
 OV0404'DISK SET IN CONCRETE.
 OV0404'
 OV0404'REACHED FROM TOWN OF MONETA, ON U.S. HIGHWAY 20 AS FOLLOWS.
 OV0404'GO N ON MAIN GRADED DIRT ROAD FOR 8.6 MILES TO TOWN OF LYSITE.
 OV0404'FROM THE N END OF MAIN STREET OF LYSITE, TURN RIGHT, E, AND
 OV0404'FOLLOW THE MAIN-TRAVELED ROAD E AND N FOR 3.1 MILES TO THE
 OV0404'TOWN OF LOST CABIN.  TURN LEFT AND GO 0.2 MILE TO THE N END
 OV0404'OF THE MAIN STREET.  THEN TURN RIGHT AND FOLLOW THE MAIN
 OV0404'ROAD NE AND N FOR 1.6 MILES TO A CATTLE GUARD.  CONTINUE ON
 OV0404'N ON MAIN ROAD FOR 2.6 MILES TO A ROAD FORK AT A FENCE CORNER
 OV0404'(RIGHT HAND ROAD GOES TO DAVIS RANCH AND ARMINTO).  TAKE
 OV0404'LEFT FORK NW AND GO 1.2 MILES TO ANOTHER FORK, TAKE LEFT
 OV0404'FORK HERE AT Y-FORK AND GO 1.4 MILES TO ANOTHER Y-FORK AND
 OV0404'SIGN NOWOOD, THEN TAKE LEFT FORK AND GO 1.0 MILE TO A DIM
 OV0404'FORK.  TAKE RIGHT FORK AND FOLLOW THE MAIN ROAD (WHICH
 OV0404'GOES TO THE FOOT OF MOUNTAINS AND TURNS LEFT) FOR 3.9
 OV0404'MILES TO WHERE ROAD CROSSES A SMALL CREEK BED, UNDER A
 OV0404'LARGE COTTONWOOD TREE, AT MOUTH OF COTTONWOOD PASS
 OV0404'VALLEY.  TURN RIGHT UP THE VALLEY FOR 2.8 MILES TO A DIM
 OV0404'ROAD TO THE LEFT, AND LOG CABIN BELOW ON THE LEFT.  KEEP THE
 OV0404'RIGHT MAIN ROAD AND GO 0.6 MILE TO AN UNIMPROVED ROAD ON
 OV0404'TOP OF RIDGE.  TAKE THIS ROAD, RIGHT, AND GO 1.1 MILES
 OV0404'(AZIMUTH 0.3 MILE STRAIGHT AHEAD FROM HERE ON SW SIDE OF
 OV0404'ROAD).  LEAVE ROAD AND TURN RIGHT, S, ACROSS PRAIRIE AND
 OV0404'GO ABOUT 0.5 MILE TO THE FOOT OF ROCK-CAPPED RIDGE AND
 OV0404'END OF TRUCK TRAVEL.  STATION IS LOCATED ON TOP OF THIS
 OV0404'RIDGE.  ABOUT A 10 MINUTE PACK.
 OV0404'
 OV0404'AZIMUTH IS LOCATED 1-1/2 MILES NE ON TOP OF SMALL RIDGE WHERE
 OV0404'ROAD TURNS SLIGHTLY TO THE LEFT.  AZIMUTH IS ABOUT 5 PACES
 OV0404'SW OF ROAD.
 OV0404'
 OV0404'STATION MARK IS A STANDARD U.S.G.S. DISK SET IN A DRILL HOLE
 OV0404'IN OUTCROPPING BEDROCK.
 OV0404'
 OV0404'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 OV0404
 OV0404                          STATION RECOVERY (1950)
 OV0404
 OV0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OV0404'STATION MARK--STANDARD USGS TABLET, SET IN DRILL HOLE IN OUTCROPPING
 OV0404'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0366 ***********************************************************************
 OW0366  DESIGNATION -  COUGAR
 OW0366  PID         -  OW0366
 OW0366  STATE/COUNTY-  WY/FREMONT
 OW0366  USGS QUAD   -  FIVE POCKETS (1991)
 OW0366
 OW0366                         *CURRENT SURVEY CONTROL
 OW0366  ___________________________________________________________________
 OW0366* NAD 83(1993)-  43 49 58.33261(N)    109 37 51.79662(W)     ADJUSTED  
 OW0366* NAVD 88     -      3606.7    (meters)   11833.     (feet)  VERTCON   
 OW0366  ___________________________________________________________________
 OW0366  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 OW0366  GEOID HEIGHT-          -7.48  (meters)                     GEOID03
 OW0366
 OW0366  HORZ ORDER  -  THIRD
 OW0366
 OW0366.The horizontal coordinates were established by classical geodetic methods
 OW0366.and adjusted by the National Geodetic Survey in January 1997..
 OW0366
 OW0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0366
 OW0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0366
 OW0366.The geoid height was determined by GEOID03.
 OW0366
 OW0366;                    North         East     Units Scale Factor Converg.
 OW0366;SPC WYWC     -   370,557.915   529,140.210   MT  0.99999924   -0 36 36.7
 OW0366;UTM  12      - 4,854,221.058   610,062.043   MT  0.99974899   +0 56 53.4
 OW0366
 OW0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0366!SPC WYWC     -   0.99943593  x   0.99999924  =   0.99943517
 OW0366!UTM  12      -   0.99943593  x   0.99974899  =   0.99918506
 OW0366
 OW0366:                Primary Azimuth Mark                     Grid Az
 OW0366:SPC WYWC     -  PLATEAU                                  322 24 40.7
 OW0366:UTM  12      -  PLATEAU                                  320 51 10.6
 OW0366
 OW0366|---------------------------------------------------------------------|
 OW0366| PID    Reference Object                     Distance      Geod. Az  |
 OW0366|                                                           dddmmss.s |
 OW0366| OW0367 PLATEAU                             APPROX. 9.6 KM 3214804.0 |
 OW0366|---------------------------------------------------------------------|
 OW0366
 OW0366                          SUPERSEDED SURVEY CONTROL
 OW0366
 OW0366  NAD 83(1986)-  43 49 58.32134(N)    109 37 51.78538(W) AD(       ) 3
 OW0366  NAD 27      -  43 49 58.48011(N)    109 37 49.20266(W) AD(       ) 3
 OW0366  NGVD 29 (07/19/86) 3605.1    (m)        11828.     (f) VERT ANG       
 OW0366
 OW0366.Superseded values are not recommended for survey control.
 OW0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0366.See file dsdata.txt to determine how the superseded data were derived.
 OW0366
 OW0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP1006254221(NAD 83)
 OW0366_MARKER: DD = SURVEY DISK
 OW0366_SETTING: 0 = UNSPECIFIED SETTING
 OW0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0366
 OW0366  HISTORY     - Date     Condition        Report By
 OW0366  HISTORY     - 1954     MONUMENTED       USGS
 OW0366
 OW0366                          STATION DESCRIPTION
 OW0366
 OW0366'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0366'STATION LOCATED IN FREMONT COUNTY 2.5 MI. SE. OF COUGAR PASS, ABOUT
 OW0366'3 MI. ESE. OF SECRET OR HIDDEN BASIN AND ABOUT 4 MI. WNW. OF NORTON
 OW0366'POINT.  IT IS ON A HIDDEN BASIN AND ABOUT 4 MI. WNW. OF NORTON POINT.
 OW0366'IT IS ON A HIGH ROCKY BUTTE WHICH IS NW. OF AND SET APART FROM THE
 OW0366'MAIN HIGH GRASSY DIVIDE.
 OW0366'
 OW0366'TO REACH FROM COUGAR PASS GO SE. ALONG THE DIVIDE ABOUT 2.5 MI. HORSES
 OW0366'CAN BE TAKEN TO WITHIN A 15 MIN. BACKPACK OF THE STATION.
 OW0366'
 OW0366'STATION MARK - STANDARD TABLET SET IN LARGE, LIGHTWEIGHT, LOOSE ROCK
 OW0366'ABOUT 1.0 FT. HIGH AND STAMPED ---COUGAR 1954---.
 OW0366'
 OW0366'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0317 ***********************************************************************
 OW0317  DESIGNATION -  COULEE
 OW0317  PID         -  OW0317
 OW0317  STATE/COUNTY-  WY/FREMONT
 OW0317  USGS QUAD   -  CROW MOUNTAIN (1979)
 OW0317
 OW0317                         *CURRENT SURVEY CONTROL
 OW0317  ___________________________________________________________________
 OW0317* NAD 83(1993)-  43 33 29.72420(N)    109 18 46.02976(W)     ADJUSTED  
 OW0317* NAVD 88     -      2765.1    (meters)    9072.     (feet)  VERTCON   
 OW0317  ___________________________________________________________________
 OW0317  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 OW0317  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 OW0317
 OW0317  HORZ ORDER  -  FIRST
 OW0317
 OW0317.The horizontal coordinates were established by classical geodetic methods
 OW0317.and adjusted by the National Geodetic Survey in January 1997..
 OW0317
 OW0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0317
 OW0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0317
 OW0317.The geoid height was determined by GEOID03.
 OW0317
 OW0317;                    North         East     Units Scale Factor Converg.
 OW0317;SPC WYWC     -   339,825.091   554,530.324   MT  0.99996292   -0 23 16.1
 OW0317;UTM  12      - 4,824,194.107   636,271.486   MT  0.99982842   +1 09 46.2
 OW0317
 OW0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0317!SPC WYWC     -   0.99956796  x   0.99996292  =   0.99953089
 OW0317!UTM  12      -   0.99956796  x   0.99982842  =   0.99939645
 OW0317
 OW0317:                Primary Azimuth Mark                     Grid Az
 OW0317:SPC WYWC     -  LOOKOUT                                  072 58 31.0
 OW0317:UTM  12      -  LOOKOUT                                  071 25 28.7
 OW0317
 OW0317|---------------------------------------------------------------------|
 OW0317| PID    Reference Object                     Distance      Geod. Az  |
 OW0317|                                                           dddmmss.s |
 OW0317| OW0318 LOOKOUT                             APPROX. 3.3 KM 0723514.9 |
 OW0317| CP4753 COULEE AZ MK                                       0774051.5 |
 OW0317| CP4754 COULEE RM 1                           6.365 METERS 20922     |
 OW0317| OW0344 CONTACT AZ MK                       APPROX.19.8 KM 2275531.1 |
 OW0317| CP4755 COULEE RM 2                           6.585 METERS 29557     |
 OW0317| OW0321 CASTLE ROCK                         APPROX.20.0 KM 3394140.1 |
 OW0317|---------------------------------------------------------------------|
 OW0317
 OW0317                          SUPERSEDED SURVEY CONTROL
 OW0317
 OW0317  NAD 83(1986)-  43 33 29.71144(N)    109 18 46.01985(W) AD(       ) 1
 OW0317  NAD 27      -  43 33 29.86200(N)    109 18 43.51900(W) AD(       ) 1
 OW0317  NGVD 29 (07/19/86) 2763.8    (m)         9068.     (f) VERT ANG       
 OW0317
 OW0317.Superseded values are not recommended for survey control.
 OW0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0317.See file dsdata.txt to determine how the superseded data were derived.
 OW0317
 OW0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP3627124194(NAD 83)
 OW0317_MARKER: DD = SURVEY DISK
 OW0317_SETTING: 80 = SET IN A BOULDER
 OW0317_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OW0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0317
 OW0317  HISTORY     - Date     Condition        Report By
 OW0317  HISTORY     - 1905     MONUMENTED       USGS
 OW0317  HISTORY     - 1936     GOOD             USGS
 OW0317  HISTORY     - 1946     GOOD             CGS
 OW0317  HISTORY     - 1967     GOOD             USGS
 OW0317
 OW0317                          STATION DESCRIPTION
 OW0317
 OW0317'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 OW0317'ABOUT 16 MILES EAST AND 1 MILE NORTH OF DUBOIS, ON HIGHEST
 OW0317'POINT OF CROW PEAK WHICH IS ON WEST SPUR OF CROW MOUNTAIN,
 OW0317'1-1/2 MILES WEST-SOUTHWEST OF POINT WHERE ROAD FROM LENORE
 OW0317'TO CROW BASIN CROSSES SUMMIT OF CROW MOUNTAIN, AND SOMEWHAT
 OW0317'LOWER THAN ROAD AT THIS SUMMIT.  PEAK IS SHARP, ROCKY, AND
 OW0317'TIMBERED NEAR TOP.  TO REACH FROM LENORE POST OFFICE, FOLLOW
 OW0317'ROUTE GIVEN IN DESCRIPTION OF STATION CROW (P. 188) AS FAR
 OW0317'AS ROAD SUMMIT ON CROW MOUNTAIN, 20.9 MILES FROM LENORE.
 OW0317'AZIMUTH MARK IS AT THIS SUMMIT.  FROM HERE GO SOUTHWESTERLY
 OW0317'ALONG NORTHWEST SIDE OF SLOPE, AND ON EAST SIDE OF RAVINE TO
 OW0317'POINT EAST OF STATION.  FROM END OF TRUCK TRAVEL IS ABOUT
 OW0317'30-MINUTE PACK WEST TO TOP OF RIDGE AND STATION.  STATION
 OW0317'MARK IS BRONZE DISK IN BOULDER.  REFERENCE MARK NO. 1
 OW0317'IS STANDARD DISK IN BOULDER, 6.368 METERS (20.89
 OW0317'FEET) SOUTHWEST OF STATION S 29 DEG 20 MIN W.  NO. 2
 OW0317'IS STANDARD DISK IN OUTCROPPING BEDROCK, 6.587 METERS
 OW0317'(21.61 FEET) WEST OF STATION N 64 DEG 03 MIN W.
 OW0317'DISTANCE BETWEEN REFERENCE MARKS IS 8.888 METERS (29.16
 OW0317'FEET).  AZIMUTH MARK IS STANDARD DISK IN OUTCROPPING BEDROCK,
 OW0317'AT POINT WHERE LENORE-CROW BASIN ROAD CROSSES
 OW0317'SUMMIT, 20 FEET EAST OF CENTER LINE OF ROAD, NEAR
 OW0317'SOUTHWEST END OF LOW ROCKY LEDGE, AND ABOUT 1-1/2 MILES
 OW0317'FROM STATION N 77 DEG 41 MIN E.
 OW0317
 OW0317                          STATION RECOVERY (1946)
 OW0317
 OW0317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 OW0317'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE IN GOOD
 OW0317'CONDITION.  THE STATION IS LOCATED ABOUT 16 MILES EAST AND 1
 OW0317'MILE NORTH OF DUBOIS, ON HIGHEST POINT OF CROW PEAK WHICH IS
 OW0317'ON THE WEST SPUR OF CROW MOUNTAIN, 1-1/2 MILES WEST-SOUTHWEST
 OW0317'OF A POINT WHERE ROAD FROM LENORE TO CROW BASIN CROSSES THE
 OW0317'SUMMIT OF CROW MOUNTAIN, AND SOMEWHAT LOWER THAN ROAD AT
 OW0317'THIS SUMMIT.  THE PEAK WHICH IS ROCKY AND SOME SCATTERED TIMBER
 OW0317'NEAR THE TOP IS 1 MILE WEST OF A PEAK THAT HAS SEVERAL SWITCH
 OW0317'BACKS ON ITS SOUTH SIDE, AND THE ROAD GOES AROUND THE WEST
 OW0317'SIDE OF THE PEAK.
 OW0317'
 OW0317'THE STATION IS A USGS B M DISK, NOT STAMPED SET IN THE TOP OF
 OW0317'A BOULDER FLUSH WITH THE TOP OF THE HILL.  IT IS 15 FEET EAST
 OW0317'OF AN OLD STUMP, 15 FT. SOUTH AND 3 FEET HIGHER THAN A LARGE
 OW0317'BOULDER WITH A TRIANGLE CARVED UPON THE SOUTH SIDE WITH THE
 OW0317'LETTERS R P ON EACH SIDE OF THE TRIANGLE, AND ON THE HIGHEST
 OW0317'PART OF THE HILL.
 OW0317'
 OW0317'R.M. NO. 1 IS A STANDARD DISK STAMPED COULEE (USGS) 1936 NO.
 OW0317'1, SET IN A BOULDER 4 FEET ABOVE THE GROUND.  IT IS 4 FEET
 OW0317'NORTH OF THE EDGE OF THE HILL, AND ABOUT THE SAME ELEVATION
 OW0317'AS THE STATION.
 OW0317'
 OW0317'R.M. NO. 2 IS A STANDARD DISK STAMPED COULEE (USGS) NO. 2 1936,
 OW0317'SET IN A BOULDER PROJECTING ABOUT 3 FEET.  IT IS 8 FEET SOUTHWEST
 OW0317'OF A PINE TREE, 3 FEET SOUTH OF THE EDGE OF THE HILL, AND ABOUT
 OW0317'5 FEET LOWER THAN THE STATION.
 OW0317'
 OW0317'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COULEE (USGS)
 OW0317'1936, SET IN A BOULDER FLUSH WITH THE GROUND.  IT IS 25 FEET
 OW0317'SOUTH OF THE ROAD, 3 FT. WEST OF A ROCK PILE, AND 3 FEET LOWER
 OW0317'THAN THE HIGHEST PART OF THE HILL.
 OW0317'
 OW0317'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 1 MILE
 OW0317'TO THE ROAD THENCE LEFT (NORTH) FOR 0.1 MILE TO A TRACK ROAD
 OW0317'TO THE LEFT, BEAR LEFT ON TRACK ROAD AND KEEP THE RIGHT ONE
 OW0317'OF TWO FOR ABOUT 0.2 MILE TO THE TOP OF A RISE AND THE MARK
 OW0317'ON THE RIGHT (EAST) 100 FEET BEFORE A REVERSE FORK AND THE
 OW0317'MARK AS DESCRIBED ABOVE.
 OW0317'
 OW0317'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS GO EAST
 OW0317'ON U.S. HIGHWAY 287 FOR 25.8 MILES TO A POINT 0.35 MILES
 OW0317'BEFORE REACHING BURRIS POST OFFICE.  TURN LEFT (NORTH) AND GO
 OW0317'5.6 MILES TO A T ROAD RIGHT, CONTINUE AHEAD 0.2 MILE, CROSS
 OW0317'BRIDGE AND GO 0.8 MILE TO THE TOP OF HILL.  TURN SHARP LEFT AND
 OW0317'GO 0.3 TO FORKS, TAKE THE LEFT FORK AND GO 0.5 MILES TO FORK,
 OW0317'KEEP TO THE RIGHT AND GO 0.4 MILES TO FORK, KEEP RIGHT AND
 OW0317'GO 1.3 MILES TO REVERSE FORK, CONTINUE AHEAD FOR 8.5 MILES TO
 OW0317'A CATTLE GUARD, PASS THROUGH THE GUARD AND BEAR LEFT FOR 0.6
 OW0317'MILES TO ANOTHER CATTLE GUARD, PASS THROUGH THE GUARD AND
 OW0317'FOLLOW THE MAIN GRADED ROAD FOR 7.6 MILES TO A POINT OPPOSITE A
 OW0317'ROCKY PARTIALLY WOODED KNOLL ON THE RIGHT AND A PIPE
 OW0317'CULVERT.  (THIS POINT IS JUST AFTER MAKING SEVERAL SWITCH
 OW0317'BACKS ON THE SOUTH SIDE OF THIS KNOLL).  TURN LEFT (WEST)
 OW0317'AND GO ACROSS COUNTRY FOR 1 MILE TO A ROCKY PEAK AND THE
 OW0317'STATION AS DESCRIBED ABOVE.
 OW0317
 OW0317                          STATION RECOVERY (1967)
 OW0317
 OW0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OW0317'STATION MARK--STANDARD USGS TABLET SET IN ROCK OUTCROP PROJECTING
 OW0317'0.4 FT., LOCATED ON HIGH POINT OF ROCKY TOP, STAMPED---COULEE
 OW0317'1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1261 ***********************************************************************
 MO1261  DESIGNATION -  COUNTY ROAD 2
 MO1261  PID         -  MO1261
 MO1261  STATE/COUNTY-  WY/ALBANY
 MO1261  USGS QUAD   -  LARAMIE SW (1978)
 MO1261
 MO1261                         *CURRENT SURVEY CONTROL
 MO1261  ___________________________________________________________________
 MO1261* NAD 83(1993)-  41 21 01.76033(N)    105 42 29.77227(W)     ADJUSTED  
 MO1261* NAVD 88     -      2243.3    (meters)    7360.     (feet)  VERTCON   
 MO1261  ___________________________________________________________________
 MO1261  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MO1261  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 MO1261
 MO1261  HORZ ORDER  -  SECOND
 MO1261
 MO1261.The horizontal coordinates were established by classical geodetic methods
 MO1261.and adjusted by the National Geodetic Survey in January 1997..
 MO1261.No horizontal observational check was made to the station.
 MO1261
 MO1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1261
 MO1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1261
 MO1261.The geoid height was determined by GEOID03.
 MO1261
 MO1261;                    North         East     Units Scale Factor Converg.
 MO1261;SPC WY E     -    94,584.521   154,677.083   MT  0.99996277   -0 21 28.2
 MO1261;UTM  13      - 4,577,907.802   440,749.865   MT  0.99964320   -0 28 04.6
 MO1261
 MO1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1261!SPC WY E     -   0.99965005  x   0.99996277  =   0.99961283
 MO1261!UTM  13      -   0.99965005  x   0.99964320  =   0.99929338
 MO1261
 MO1261|---------------------------------------------------------------------|
 MO1261| PID    Reference Object                     Distance      Geod. Az  |
 MO1261|                                                           dddmmss.s |
 MO1261| CP9077 COUNTY ROAD 2 RM 4                   26.800 METERS 02320     |
 MO1261| CP9079 COUNTY ROAD RM 1 AZIMUTH                           0983952.8 |
 MO1261| MO1262 COUNTY ROAD RESET                   110.773 METERS 11415     |
 MO1261| MO1259 LARAMIE CEMENT PLANT STACK          APPROX.12.6 KM 1354853.2 |
 MO1261| CP9076 COUNTY ROAD 2 AZ MK                                2161934.0 |
 MO1261| CP9078 COUNTY ROAD 2 RM 5                   21.310 METERS 29212     |
 MO1261|---------------------------------------------------------------------|
 MO1261
 MO1261                          SUPERSEDED SURVEY CONTROL
 MO1261
 MO1261  NAD 83(1986)-  41 21 01.74591(N)    105 42 29.77477(W) AD(       ) 2
 MO1261  NAD 27      -  41 21 01.83065(N)    105 42 27.80261(W) AD(       ) 2
 MO1261  NGVD 29 (07/19/86) 2242.2    (m)         7356.     (f) VERT ANG       
 MO1261
 MO1261.Superseded values are not recommended for survey control.
 MO1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1261.See file dsdata.txt to determine how the superseded data were derived.
 MO1261
 MO1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4075077908(NAD 83)
 MO1261_MARKER: DD = SURVEY DISK
 MO1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1261_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1261
 MO1261  HISTORY     - Date     Condition        Report By
 MO1261  HISTORY     - 1965     MONUMENTED       USGS
 MO1261
 MO1261                          STATION DESCRIPTION
 MO1261
 MO1261'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (EBB)
 MO1261'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF LARAMIE,
 MO1261'0.7 MILE WEST OF FIVE RADIO TOWERS, AND ON THE HIGHEST POINT
 MO1261'OF A RIDGE THAT RUNS EAST AND WEST AND DROPS OFF STEEP TO THE
 MO1261'NORTH.
 MO1261'
 MO1261'TO REACH THE STATION FROM THE NORTH LARAMIE INTERCHANGE ON
 MO1261'INTERSTATE HIGHWAY 80, GO WEST ON INTERSTATE HIGHWAY 80 FOR
 MO1261'ABOUT 6.0 MILES TO THE HIGHEST POINT OF RIDGE AND THE STATION
 MO1261'ON THE RIGHT.
 MO1261'
 MO1261'THE STATION MARKS ARE STANDARD DISKS STAMPED COUNTY ROAD 2 USGS
 MO1261'1965.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 MO1261'POST WHICH PROJECTS 4 INCHES.  IT IS ABOUT 225 FEET NORTH OF THE
 MO1261'CENTER OF WESTBOUND LANE OF INTERSTATE HIGHWAY 80, ABOUT 50
 MO1261'FEET NORTH OF THE NORTH RIGHT-OF-WAY OF INTERSTATE 80, AND 3 FEET
 MO1261'EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 MO1261'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 MO1261'OF THE GROUND.
 MO1261'
 MO1261'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED COUNTY ROAD 2
 MO1261'USGS NO 4 1965, IS SET IN THE TOP OF A ROUND CONCRETE POST
 MO1261'WHICH PROJECTS 4 INCHES.  IT IS NEAR THE EAST EDGE OF THE
 MO1261'MESA.
 MO1261'
 MO1261'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED COUNTY ROAD 2
 MO1261'USGS NO 4 1965, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 MO1261'PROJECTS 4 INCHES.
 MO1261'
 MO1261'AZIMUTH MARK, A STANDARD DISK STAMPED COUNTY ROAD 2 USGS 1965,
 MO1261'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 MO1261'INCHES.  IT IS 42 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MO1261'VORTAC BUILDING, AND 1.5 FEET NORTHEAST OF THE SOUTHEAST CORNER
 MO1261'OF A WHITE BOARD FENCE AROUND THE VORTAC.
 MO1261'
 MO1261'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 MO1261'30, 287 AND STATE HIGHWAYS 130 AND 230 IN LARAMIE, GO WEST,
 MO1261'SOUTH, AND WEST ON STATE HIGHWAYS 130 AND 230 FOR 1.4 MILES
 MO1261'TO AN UNDERPASS ON INTERSTATE HIGHWAY 80.  CONTINUE WEST ON THE
 MO1261'HIGHWAY FOR 0.75 MILE TO A ROAD FORK.  TAKE THE RIGHT FORK AND
 MO1261'GO WESTERLY ON STATE HIGHWAY 130 FOR 2.45 MILES TO THE ENTRANCE
 MO1261'TO THE AIRPORT ON THE LEFT.  CONTINUE WEST AND NORTHWEST ON
 MO1261'STATE HIGHWAY 130 FOR 2.1 MILES TO A SURFACE T-ROAD ON THE
 MO1261'RIGHT.  TURN RIGHT AND GO NORTH ON THE SURFACED ROAD FOR 0.75
 MO1261'MILE TO A ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A ROCK
 MO1261'ROAD FOR 0.2 MILE TO THE VORTAC AND THE AZIMUTH MARK.
 MO1261'
 MO1261'NOTE--DISTANCE BETWEEN REFERENCE MARK NO. 4 AND REFERENCE MARK
 MO1261'NO. 5 IS 113.38 FEET.
 MO1261'
 MO1261'DIFFERENCE IN ELEVATION BETWEEN COUNTY ROAD 2 USGS 1965 AND
 MO1261'COUNTY ROAD USGS 1933 IS -2.77 FEET.  OR COUNTY ROAD 2 USGS
 MO1261'1965 IS 2.77 FEET BELOW THE OLD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0742 ***********************************************************************
 MR0742  DESIGNATION -  COW
 MR0742  PID         -  MR0742
 MR0742  STATE/COUNTY-  WY/LINCOLN
 MR0742  USGS QUAD   -  COW HOLLOW CREEK (1969)
 MR0742
 MR0742                         *CURRENT SURVEY CONTROL
 MR0742  ___________________________________________________________________
 MR0742* NAD 83(1993)-  41 50 35.85686(N)    110 09 26.15151(W)     ADJUSTED  
 MR0742* NAVD 88     -      2078.7    (meters)    6820.     (feet)  VERTCON   
 MR0742  ___________________________________________________________________
 MR0742  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 MR0742  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 MR0742
 MR0742  HORZ ORDER  -  FIRST
 MR0742
 MR0742.The horizontal coordinates were established by classical geodetic methods
 MR0742.and adjusted by the National Geodetic Survey in January 1997..
 MR0742
 MR0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0742
 MR0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0742
 MR0742.The geoid height was determined by GEOID03.
 MR0742
 MR0742;                    North         East     Units Scale Factor Converg.
 MR0742;SPC WY W     -   249,175.788   793,860.141   MT  0.99993796   -0 02 57.5
 MR0742;SPC WYWC     -   150,130.714   483,127.446   MT  1.00010552   -0 56 20.0
 MR0742;UTM  12      - 4,632,720.787   569,964.624   MT  0.99966023   +0 33 43.9
 MR0742
 MR0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0742!SPC WY W     -   0.99967636  x   0.99993796  =   0.99961434
 MR0742!SPC WYWC     -   0.99967636  x   1.00010552  =   0.99978185
 MR0742!UTM  12      -   0.99967636  x   0.99966023  =   0.99933670
 MR0742
 MR0742|---------------------------------------------------------------------|
 MR0742| PID    Reference Object                     Distance      Geod. Az  |
 MR0742|                                                           dddmmss.s |
 MR0742| CP4759 COW RM 1                              9.976 METERS 01345     |
 MR0742| CP4758 COW AZ MK                                          2263644.7 |
 MR0742| CP4760 COW RM 2                             12.250 METERS 27025     |
 MR0742|---------------------------------------------------------------------|
 MR0742
 MR0742                          SUPERSEDED SURVEY CONTROL
 MR0742
 MR0742  NAD 83(1986)-  41 50 35.85032(N)    110 09 26.14575(W) AD(       ) 1
 MR0742  NAD 27      -  41 50 36.03020(N)    110 09 23.57840(W) AD(       ) 1
 MR0742  NGVD 29 (07/19/86) 2077.3    (m)         6815.     (f) VERT ANG       
 MR0742
 MR0742.Superseded values are not recommended for survey control.
 MR0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0742.See file dsdata.txt to determine how the superseded data were derived.
 MR0742
 MR0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6996532721(NAD 83)
 MR0742_MARKER: DS = TRIANGULATION STATION DISK
 MR0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0742+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 MR0742
 MR0742  HISTORY     - Date     Condition        Report By
 MR0742  HISTORY     - 1962     MONUMENTED       CGS
 MR0742  HISTORY     - 1962     GOOD             USGS
 MR0742  HISTORY     - 20050310 GOOD             INDIV
 MR0742
 MR0742                          STATION DESCRIPTION
 MR0742
 MR0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0742'THE STATION IS ABOUT 11 MILES NORTHEAS OF OPAL, 21 MILES
 MR0742'EAST-NORTHEAST OF KEMERER, 4-1/2 MILES WEST OF THE
 MR0742'LINCOLN-SWEETWATER COUNTY LINE AND ON THE HIGHEST POINT OF A
 MR0742'PROMINENT EAST-WEST RIDGE WHICH IS PARTIALLY COVERED WITH
 MR0742'SAGEBRUSH AND DROPS OFF SHARPLY AT THE EAST END.
 MR0742'
 MR0742'TO REACH THE STATION FROM THE RAILROAD DEPOT IN OPAL, GO
 MR0742'EAST ON U.S. HIGHWAY 30 N FOR 3.5 MILES TO THE NELSON RANCH
 MR0742'ON THE RIGHT.  CONTINUE EAST ON SOUTHEAST ON THE HIGHWAY
 MR0742'FOR 6.7 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 MR0742'NORTHERLY FOR 0.8 MILE TO A REVERSE FORK ON THE LEFT LEADING
 MR0742'SOUTHEAST ALONG THE RIM OF THE MESA.  CONTINUE NORTHERLY
 MR0742'ON THE MAIN ROAD FOR 4.2 MILES TO A FORK.  TAKE THE RIGHT FORK
 MR0742'AND GO NORTHEASTERLY FOR 0.75 MILE TO THE AZIMUTH MARK ON
 MR0742'THE RIGHT.  CONTINUE NORTHERLY FOR 0.4 MILE TO THE HIGHEST
 MR0742'POINT AND THE STATION.
 MR0742'
 MR0742'THE STATION MARK IS A STANDARD DISK, STAMPED COW 1962, SET
 MR0742'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 7
 MR0742'INCHES.  IT IS 7.7 FEET WEST OF A WITNESS POST AND 157 FEET
 MR0742'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 MR0742'
 MR0742'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COW NO 1 1962,
 MR0742'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0742'7 INCHES.  IT IS 87.6 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 MR0742'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0742'
 MR0742'REFERENCE MARK 2 IS A STANDARD DISK, STMPED COW NO 2 1962,
 MR0742'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0742'8 INCHES.  IT IS 130 FEET EAST-SOUTHEAST OF THE CENTERLINE
 MR0742'OF THE ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0742'
 MR0742'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COW 1962, SET IN
 MR0742'THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 7 INCHES.
 MR0742'IT IS 2.6 FEET SOUTH OF A WITNESS POST AND 20.5 FEET EAST OF
 MR0742'THE ROAD.
 MR0742
 MR0742                          STATION RECOVERY (1962)
 MR0742
 MR0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MR0742'RECOVERED.
 MR0742'
 MR0742'STATION MARK--STANDARD USC AND GS DISK, IN CONCRETE POST PROJECTING
 MR0742'ABOUT 0.3 FT., STAMPED ---COW 1962---.
 MR0742
 MR0742                          STATION RECOVERY (2005)
 MR0742
 MR0742'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PO)
 MR0742'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0555 ***********************************************************************
 PV0555  DESIGNATION -  COW
 PV0555  PID         -  PV0555
 PV0555  STATE/COUNTY-  WY/CAMPBELL
 PV0555  USGS QUAD   -  GREEN HILL (1971)
 PV0555
 PV0555                         *CURRENT SURVEY CONTROL
 PV0555  ___________________________________________________________________
 PV0555* NAD 83(1993)-  44 27 28.21232(N)    105 21 47.35884(W)     ADJUSTED  
 PV0555* NAVD 88     -      1424.6    (meters)    4674.     (feet)  VERTCON   
 PV0555  ___________________________________________________________________
 PV0555  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 PV0555  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0555
 PV0555  HORZ ORDER  -  FIRST
 PV0555
 PV0555.The horizontal coordinates were established by classical geodetic methods
 PV0555.and adjusted by the National Geodetic Survey in January 1997..
 PV0555
 PV0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0555
 PV0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0555
 PV0555.The geoid height was determined by GEOID03.
 PV0555
 PV0555;                    North         East     Units Scale Factor Converg.
 PV0555;SPC WY E     -   439,638.235   184,363.070   MT  0.99994051   -0 08 15.4
 PV0555;UTM  13      - 4,922,789.933   471,109.174   MT  0.99961026   -0 15 15.7
 PV0555
 PV0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0555!SPC WY E     -   0.99977890  x   0.99994051  =   0.99971942
 PV0555!UTM  13      -   0.99977890  x   0.99961026  =   0.99938925
 PV0555
 PV0555|---------------------------------------------------------------------|
 PV0555| PID    Reference Object                     Distance      Geod. Az  |
 PV0555|                                                           dddmmss.s |
 PV0555| CP9084 COW RM 2                              6.754 METERS 00113     |
 PV0555| CP9083 COW RM 1                             10.905 METERS 10520     |
 PV0555| CP9082 COW AZ MK                                          1504152.5 |
 PV0555|---------------------------------------------------------------------|
 PV0555
 PV0555                          SUPERSEDED SURVEY CONTROL
 PV0555
 PV0555  NAD 83(1986)-  44 27 28.19658(N)    105 21 47.33366(W) AD(       ) 1
 PV0555  NAD 27      -  44 27 28.26400(N)    105 21 45.35400(W) AD(       ) 1
 PV0555  NGVD 29 (07/19/86) 1424.0    (m)         4672.     (f) VERT ANG       
 PV0555
 PV0555.Superseded values are not recommended for survey control.
 PV0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0555.See file dsdata.txt to determine how the superseded data were derived.
 PV0555
 PV0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK7110922790(NAD 83)
 PV0555_MARKER: Z = SEE DESCRIPTION
 PV0555_SETTING: 0 = UNSPECIFIED SETTING
 PV0555
 PV0555  HISTORY     - Date     Condition        Report By
 PV0555  HISTORY     - 1925     MONUMENTED       CGS
 PV0555  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PV0555  HISTORY     - 1963     GOOD             USFS
 PV0555  HISTORY     - 1971     GOOD             USGS
 PV0555  HISTORY     - 1987     GOOD             BLM
 PV0555
 PV0555                          STATION DESCRIPTION
 PV0555
 PV0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PV0555'ABOUT 12 MILES NORTHEAST OF GILLETTE, ON HIGHEST POINT OF
 PV0555'TIMBERED RIDGE, JUST SOUTH OF DRAINAGE TO COW CREEK, AND ABOUT
 PV0555'15 FEET EAST OF OLD WAGON ROAD ALONG TOP OF RIDGE.  RIDGE
 PV0555'EXTENDS IN NORTHWEST-AND-SOUTHEAST DIRECTION AND HAS SMALL
 PV0555'SCATTERED PINE TREES ON TOP.  ABANDONED SAWMILL SITE ON SOUTHWEST
 PV0555'SIDE OF RIDGE IS ABOUT 250 METERS (820 FEET) SOUTH OF WEST
 PV0555'OF STATION.  TO REACH FROM GILLETTE, FOLLOW CASPER-BUFFALO
 PV0555'HIGHWAY TO NORTH KEEPING TO RIGHT OF LAKE, CONTINUE TO TOP OF
 PV0555'HILL LAND, TAKE FIRST RIGHT-HAND ROAD, FOLLOW THIS
 PV0555'MAIN-TRAVELED ROAD TO TOP OF DIVIDE AT COW CREEK (FIRST DIVIDE
 PV0555'AT WHICH VIEW IS GIVEN OF BADLANDS AHEAD), PASS OVER DIVIDE
 PV0555'FOR 1/2 MILE, TAKE LEFT-HAND ROAD, FOLLOW TO SECOND GATE,
 PV0555'TAKE LEFT-HAND ROAD, FOLLOW TO CREEK (ROAD IS WASHED OUT
 PV0555'AT CREEK BUT IN DRY WEATHER MAY BE TRAVELED), TURN TO RIGHT
 PV0555'IN CREEK, FOLLOW UP CREEK ABOUT 50 METERS (164 FEET) AND
 PV0555'OUT ON THE LEFT SIDE, AND FOLLOW OLD ROAD TO SAWMILL
 PV0555'MENTIONED ABOVE ABOUT 1 MILE TO STATION SITE.  IN ANY EXCEPT
 PV0555'VERY DRY WEATHER TRUCK SHOULD BE LEFT ON HIGH BANK JUST
 PV0555'BEFORE REACHING CREEK.  IN ANY CASE TRUCK CANNOT BE TAKEN
 PV0555'FURTHER THAN SITE OF OLD SAWMILL.  (TYPE OF STATION MARK WAS NOT
 PV0555'DESCRIBED.) THERE ARE NO REFERENCE MARKS.
 PV0555
 PV0555                          STATION RECOVERY (1949)
 PV0555
 PV0555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0555'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK WAS FOUND
 PV0555'TO BE IN GOOD CONDITION.  AN AZIMUTH MARK AND TWO REFERENCE MARKS
 PV0555'WERE ESTABLISHED BY THIS PARTY.  A COMPLETE DESCRIPTION FOLLOWS--
 PV0555'
 PV0555'STATION IS ON THE HIGHEST POINT OF A TIMBERED RIDGE, ABOUT 12
 PV0555'MILES NORTHEAST OF GILLETTE, ABOUT 0.5 MILE SOUTH OF THE
 PV0555'DRAINAGE TO COW CREEK, ABOUT 300 YARDS NORTH OF THE SOUTH SIDE
 PV0555'OF THE RIDGE, 15 FEET EAST OF A DIM TRACK ROAD, ON LAND OWNED
 PV0555'BY THE U.S. GOVERNMENT.
 PV0555'
 PV0555'TO REACH FROM THE MAIN INTERSECTION IN GILLETTE, GO EAST ON U.S.
 PV0555'HIGHWAY 14 AND 16 FOR 2.7 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 PV0555'AND FOLLOW MAIN DIRT ROAD FOR 9.2 MILES TO A FORK AND RANCH
 PV0555'HOUSE ON RIGHT.  BEAR RIGHT AND GO 0.8 MILE TO A FORK.  BEAR
 PV0555'LEFT AND GO 0.7 MILE TO A RANCH HOUSE.  PASS TO THE LEFT OF
 PV0555'HOUSE AND GO 0.1 MILE TO GATE.  PASS THROUGH GATE, TURN LEFT,
 PV0555'AND GO 2.1 MILES TO A DIM TRACK ROAD LEFT AND A SMALL WHITE
 PV0555'SCHOOLHOUSE ABOUT 200 YARDS AHEAD.  TURN LEFT AND GO 0.4 MILE
 PV0555'TO A POND ON LEFT.  PASS TO RIGHT OF POND AND GO 0.15 MILE TO
 PV0555'GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.3 MILE
 PV0555'TO LEFT TURN IN ROAD AND AZIMUTH MARK ABOUT 200 YARDS
 PV0555'EAST-SOUTHEAST ON HIGH RIDGE.  CONTINUE ON TRACK ROAD FOR 0.6 MILE
 PV0555'TO CREEK AND ETT.  CROSS CREEK AND PACK NORTH FOR ABOUT 1.0
 PV0555'MILE TO THE HIGHEST POINT OF FLAT TIMBERED RIDGE AND STATION.
 PV0555'(A 1-HOUR PACK.)
 PV0555'
 PV0555'STATION MARK IS A STANDARD CAP DISK RIVETED ON THE TOP OF A
 PV0555'4-INCH IRON PIPE PROJECTING 3 INCHES, AND IS STAMPED COW 1925.
 PV0555'
 PV0555'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED ON THE TOP OF A
 PV0555'2-INCH IRON PIPE PROJECTING 5 INCHES, AND IS STAMPED COW NO 1
 PV0555'1949.
 PV0555'
 PV0555'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED ON THE TOP OF A
 PV0555'2-INCH IRON PIPE PROJECTING 6 INCHES, AND IS STAMPED COW NO 2
 PV0555'1949.
 PV0555'
 PV0555'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0555'CONCRETE POST, PROJECTING 3 INCHES.  IT IS 200 YARDS
 PV0555'EAST-SOUTHEAST OF LEFT TURN IN ROAD, 4 FEET NORTHWEST OF A
 PV0555'WITNESS POST, ON THE NORTHWEST SLOPE OF A HIGH RIDGE, AND IS
 PV0555'STAMPED COW 1949.
 PV0555
 PV0555                          STATION RECOVERY (1963)
 PV0555
 PV0555'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PV0555'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 PV0555
 PV0555                          STATION RECOVERY (1971)
 PV0555
 PV0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WCN)
 PV0555'FROM THE INTERSECTION OF U.S. HWYS 14, 16 AND GILLETTE AVE. IN
 PV0555'DOWNTOWN GILLETTE, PROCEED EAST ON U.S. HWY 14 AND 16 FOR 2.7
 PV0555'MILES TO GRAVEL ROAD ON THE LEFT, TURN LEFT FOLLOWING GRAVEL
 PV0555'ROAD 1.5 MILES TO CROSSROAD, CONTINUE STRAIGHT AHEAD 4.8 MILES
 PV0555'TO SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 2.8 MILES
 PV0555'TO ROAD FORK, TAKE RIGHT FORK 0.9 MILE TO CATTLE GUARD, CONTINUE
 PV0555'STRAIGHT AHEAD 0.4 MILE TO METAL GATE, PASS THROUGH AND
 PV0555'CONTINUE 0.2 MILE TO ROAD FORK, TAKE LEFT FORK AND GO 0.5 MILE
 PV0555'TO WIRE GATE, PASS THROUGH AND GO 0.8 MILE TO METAL GATE,
 PV0555'PASS THROUGH AND GO 1.0 MILE TO ROAD FORK, TAKE LEFT FORK 0.6
 PV0555'MILE TO WIRE GATE, PASS THROUGH AND CONTINUE FOR 1.5 MILES
 PV0555'TO WIRE FENCE ACROSS THE ROAD, BEAR LEFT FOR 100 FT AND PASS
 PV0555'THROUGH WIRE GATE AND CONTINUE ON ROAD FOR 0.9 MILE TO AN
 PV0555'ABANDONED OIL WELL SITE.  STATION IS 162 FT SOUTH OF CAPPED
 PV0555'DRILL HOLE, 36 FT SOUTH OF CUT IN HILL MADE BY LEVELING OF
 PV0555'OIL WELL SITE.
 PV0555
 PV0555                          STATION RECOVERY (1987)
 PV0555
 PV0555'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 PV0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0662 ***********************************************************************
 MP0662  DESIGNATION -  COW BUTTE
 MP0662  PID         -  MP0662
 MP0662  STATE/COUNTY-  WY/CARBON
 MP0662  USGS QUAD   -  GARDEN GULCH (1982)
 MP0662
 MP0662                         *CURRENT SURVEY CONTROL
 MP0662  ___________________________________________________________________
 MP0662* NAD 83(1993)-  41 21 45.38303(N)    107 30 20.24246(W)     ADJUSTED  
 MP0662* NAVD 88     -      2418.1    (meters)    7933.     (feet)  VERTCON   
 MP0662  ___________________________________________________________________
 MP0662  LAPLACE CORR-          11.87  (seconds)                    DEFLEC99
 MP0662  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 MP0662
 MP0662  HORZ ORDER  -  THIRD
 MP0662
 MP0662.The horizontal coordinates were established by classical geodetic methods
 MP0662.and adjusted by the National Geodetic Survey in January 1997..
 MP0662
 MP0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0662
 MP0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0662
 MP0662.The geoid height was determined by GEOID03.
 MP0662
 MP0662;                    North         East     Units Scale Factor Converg.
 MP0662;SPC WYEC     -   195,803.004   385,585.016   MT  0.99994006   -0 06 49.9
 MP0662;UTM  13      - 4,582,040.352   290,423.792   MT  1.00014057   -1 39 22.9
 MP0662
 MP0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0662!SPC WYEC     -   0.99962296  x   0.99994006  =   0.99956304
 MP0662!UTM  13      -   0.99962296  x   1.00014057  =   0.99976348
 MP0662
 MP0662:                Primary Azimuth Mark                     Grid Az
 MP0662:SPC WYEC     -  50 A                                     180 44 41.7
 MP0662:UTM  13      -  50 A                                     182 17 14.7
 MP0662
 MP0662|---------------------------------------------------------------------|
 MP0662| PID    Reference Object                     Distance      Geod. Az  |
 MP0662|                                                           dddmmss.s |
 MP0662| MP0663 50 A                                APPROX.11.4 KM 1803751.8 |
 MP0662|---------------------------------------------------------------------|
 MP0662
 MP0662                          SUPERSEDED SURVEY CONTROL
 MP0662
 MP0662  NAD 83(1986)-  41 21 45.37260(N)    107 30 20.23323(W) AD(       ) 3
 MP0662  NAD 27      -  41 21 45.51295(N)    107 30 18.00206(W) AD(       ) 3
 MP0662  NGVD 29 (07/19/86) 2416.8    (m)         7929.     (f) VERT ANG       
 MP0662
 MP0662.Superseded values are not recommended for survey control.
 MP0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0662.See file dsdata.txt to determine how the superseded data were derived.
 MP0662
 MP0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF9042482040(NAD 83)
 MP0662
 MP0662  HISTORY     - Date     Condition        Report By
 MP0662  HISTORY     - 1956     MONUMENTED       USGS
 MP0662  HISTORY     - 1959     GOOD             USGS
 MP0662
 MP0662                          STATION DESCRIPTION
 MP0662
 MP0662'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0662'STATION IS LOCATED ABOUT 23 MI. (AIRLINE) NNE. OF BAGGS, WYOMING, ON
 MP0662'THE HIGHEST AND MOST SW. POINT OF A PROMINENT BUTTE, LOCALLY CALLED
 MP0662'---COW CREEK BUTTE---.
 MP0662'
 MP0662'TO REACH THE STATION FROM THE POST OFFICE IN BAGGS, WYOMING, PROCEED
 MP0662'N. ALONG WYOMING STATE HIGHWAY 789 21.4 MI. TO GRADED CROSSROADS AT
 MP0662'---DAD---, TURN RIGHT AND FOLLOW GRADED RD. 4.2 MI. TO RD. FORK,
 MP0662'TURN LEFT 0.2 MI. TO RD. FORK, E. OF BRIDGE, TURN LEFT FOR 1.9 MI.
 MP0662'TO RD. FORK LEADING TO THE J. O. RANCH, TURN RIGHT 2.2 MI. TO THE
 MP0662'J. O. RANCH BUILDINGS, CONTINUE PAST THE BUILDINGS 0.4 MI. TO FORK,
 MP0662'TURN RIGHT UP THE RIDGE 2.8 MI. TO RD. FORK, TURN LEFT, AND KEEPING
 MP0662'TO THE MAIN TRAVELED RD., CONTINUE 4.2 MI. GENERALLY BEARING NNE. TO
 MP0662'RD. AT SUMMIT AT THE NW. END OF COW BUTTE, TURN RIGHT, LEAVING RD.,
 MP0662'AND GO SE. UP RIDGE TO THE HIGHEST POINT AND THE STATION.
 MP0662'
 MP0662'RECOVERED.
 MP0662'
 MP0662'STATION MARK--STANDARD USGS TABLET, CEMENTED IN SANDSTONE ROCK
 MP0662'PROJECTING ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---COW BUTTE 1956
 MP0662'7929---.  STATION WAS NOT STAMPED IN 1912.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0255 ***********************************************************************
 PX0255  DESIGNATION -  COWLEY AIRPORT
 PX0255  PID         -  PX0255
 PX0255  STATE/COUNTY-  WY/BIG HORN
 PX0255  USGS QUAD   -  COWLEY (1978)
 PX0255
 PX0255                         *CURRENT SURVEY CONTROL
 PX0255  ___________________________________________________________________
 PX0255* NAD 83(1993)-  44 55 04.61534(N)    108 27 05.05493(W)     ADJUSTED  
 PX0255* NAVD 88     -      1248.634  (meters)    4096.56   (feet)  ADJUSTED  
 PX0255  ___________________________________________________________________
 PX0255  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 PX0255  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 PX0255  DYNAMIC HT  -        1248.176 (meters)    4095.06  (feet)  COMP
 PX0255  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 PX0255
 PX0255  HORZ ORDER  -  SECOND
 PX0255  VERT ORDER  -  FIRST     CLASS II
 PX0255
 PX0255.This mark is at North Big Horn County Airport (U68)
 PX0255
 PX0255.The horizontal coordinates were established by classical geodetic methods
 PX0255.and adjusted by the National Geodetic Survey in January 1997..
 PX0255
 PX0255.The orthometric height was determined by differential leveling
 PX0255.and adjusted by the National Geodetic Survey in June 1991..
 PX0255
 PX0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0255
 PX0255.The geoid height was determined by GEOID03.
 PX0255
 PX0255.The dynamic height is computed by dividing the NAVD 88
 PX0255.geopotential number by the normal gravity value computed on the
 PX0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0255.degrees latitude (g = 980.6199 gals.).
 PX0255
 PX0255.The modeled gravity was interpolated from observed gravity values.
 PX0255
 PX0255;                    North         East     Units Scale Factor Converg.
 PX0255;SPC WYEC     -   591,354.721   311,723.417   MT  1.00003329   -0 47 22.2
 PX0255;SPC WYWC     -   490,789.889   623,575.443   MT  0.99994433   +0 12 39.0
 PX0255;UTM  12      - 4,976,995.598   701,155.103   MT  1.00009758   +1 48 00.5
 PX0255
 PX0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0255!SPC WYEC     -   0.99980625  x   1.00003329  =   0.99983953
 PX0255!SPC WYWC     -   0.99980625  x   0.99994433  =   0.99975059
 PX0255!UTM  12      -   0.99980625  x   1.00009758  =   0.99990381
 PX0255
 PX0255|---------------------------------------------------------------------|
 PX0255| PID    Reference Object                     Distance      Geod. Az  |
 PX0255|                                                           dddmmss.s |
 PX0255| CQ5353 COWLEY AIRPORT RM 3                   8.840 METERS 13856     |
 PX0255| PX0333 LOVELL GREAT WESTERN SUGAR TK       APPROX. 9.6 KM 1571753.7 |
 PX0255| PX0334 LOVELL GREAT WESTERN SUGAR STK      APPROX. 9.7 KM 1574939.3 |
 PX0255| PX0254 COWLEY AIRPORT AZ MK                               2325711.2 |
 PX0255| CQ5352 COWLEY AIRPORT RM 2                   9.501 METERS 23316     |
 PX0255| CQ5351 COWLEY AIRPORT RM 1                  10.562 METERS 32644     |
 PX0255|---------------------------------------------------------------------|
 PX0255
 PX0255                          SUPERSEDED SURVEY CONTROL
 PX0255
 PX0255  NAD 83(1986)-  44 55 04.60625(N)    108 27 05.04028(W) AD(       ) 2
 PX0255  NAD 27      -  44 55 04.77570(N)    108 27 02.60940(W) AD(       ) 2
 PX0255  NGVD 29 (06/08/92) 1247.784  (m)         4093.77   (f) ADJUSTED    1 2
 PX0255
 PX0255.Superseded values are not recommended for survey control.
 PX0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0255.See file dsdata.txt to determine how the superseded data were derived.
 PX0255
 PX0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0115576996(NAD 83)
 PX0255_MARKER: DS = TRIANGULATION STATION DISK
 PX0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0255_SP_SET: CONCRETE POST
 PX0255_STAMPING: COWLEY AIRPORT
 PX0255_MARK LOGO: CGS   
 PX0255_PROJECTION: PROJECTING 15 CENTIMETERS
 PX0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0255+STABILITY: SURFACE MOTION
 PX0255
 PX0255  HISTORY     - Date     Condition        Report By
 PX0255  HISTORY     - 1957     MONUMENTED       CGS
 PX0255  HISTORY     - 1960     GOOD             WYHD
 PX0255  HISTORY     - 1977     GOOD             NGS
 PX0255  HISTORY     - 1982     GOOD             NGS
 PX0255  HISTORY     - 19821212 GOOD             NGS
 PX0255  HISTORY     - 19940630 GOOD             NGS
 PX0255
 PX0255                          STATION DESCRIPTION
 PX0255
 PX0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0255'STATION IS ABOUT 2 MILES NORTH AND 3/4 MILE EAST OF THE SMALL
 PX0255'TOWN OF COWLEY AND IS ON THE NORTHWEST CORNER OF THE
 PX0255'LOVELL-COWLEY AIRPORT.
 PX0255'
 PX0255'TO REACH THE STATION FROM THE POST OFFICE IN COWLEY, GO
 PX0255'WEST ON U.S. HIGHWAY 310-1/2 BLOCK TO INTERSECTION AT SIGN
 PX0255'LOVELL-COWLEY AIRPORT 3, TURN RIGHT AND FOLLOW GRAVEL ROAD
 PX0255'NORTH 1.65 MILES TO FORKS, TAKE CENTER ONE OF THREE GRADED
 PX0255'ROADS AND GO NORTHEASTERLY 0.8 MILE TO THE AZIMUTH MARK ON
 PX0255'THE RIGHT, CONTINUE 0.3 MILE TO THE STATION ON THE RIGHT AT
 PX0255'T-ROAD RIGHT AND SIGN COWLEY-LOVELL AIRPORT.
 PX0255'
 PX0255'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH
 PX0255'SQUARE, CONCRETE POSTS.
 PX0255'
 PX0255'STATION MARKS ARE STAMPED COWLEY AIRPORT 1957.  THE SURFACE
 PX0255'MARK PROJECTS 6 INCHES.  IT IS 77 FEET SOUTH-SOUTHWEST
 PX0255'OF THE CENTER OF THE GRADED ROAD, 64 FEET SOUTHEAST
 PX0255'OF THE CENTER OF THE MAIN TRAVELED GRADED ROAD.  THE UNDERGROUND
 PX0255'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 PX0255'GROUND SURFACE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2
 PX0255'FEET NORTHWEST OF THE MARK.
 PX0255'
 PX0255'REFERENCE MARK 1 IS STAMPED COWLEY AIRPORT NO 1 1957
 PX0255'AND PROJECTS 4 INCHES.  IT IS 52 FEET SOUTH-SOUTHWEST OF THE
 PX0255'CENTR OF THE GRADED ROAD AND 29 FEET SOUTHEAST OF THE CENTER
 PX0255'OF THE MAIN TRAVELED GRADED ROAD.
 PX0255'
 PX0255'REFERENCE MARK 2 IS STAMPED COWLEY AIRPORT NO 2 1957 AND
 PX0255'PROJECTS 5 INCHES.  IT IS 111 FEET SOUTH-SOUTHWEST OF THE
 PX0255'CENTER OF THE GRADED ROAD AND 61 FEET SOUTHEAST OF THE CENTER
 PX0255'OF THE MAIN TRAVELED GRADED ROAD.
 PX0255'
 PX0255'AZIMUTH MARK IS STAMPED COWLEY AIRPORT 1957 AND PROJECTS 4
 PX0255'INCHES.  IT IS 48 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 PX0255'28 FEET SOUTHEAST OF THE CENTER OF THE MAIN TRAVELED GRADED
 PX0255'ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET NORTHWEST
 PX0255'OF THE MARK.
 PX0255
 PX0255                          STATION RECOVERY (1960)
 PX0255
 PX0255'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1960
 PX0255'STATION AND R.M. 2 FOUND IN GOOD CONDITION. R.M. 1 WAS REMOVED
 PX0255'TO BUILD ROAD.
 PX0255
 PX0255                          STATION RECOVERY (1977)
 PX0255
 PX0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PX0255'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 PX0255'AND ARE IN GOOD CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE
 PX0255'MARK 1 WAS FOUND OUT OF GROUND WITH DISK REMOVED.  A NEW REFERENCE
 PX0255'MARK, NUMBER 3 WAS ESTABLISHED AT THIS TIME.  DISTANCE AND
 PX0255'DIRECTION TO REFERENCE MARK 2 CHECKED FAIRLY WELL.  THE LAST 1.05
 PX0255'MILES OF THE AIRPORT ROAD IS NOW PAVED AND THE FIRST PART IS NOW
 PX0255'UNDER CONSTRUCTION.
 PX0255'
 PX0255'STATION IS REACHED FROM THE POST OFFICE IN COWLEY.  GO WEST ON MAIN
 PX0255'STREET FOR 0.1 MILE TO A GRADED STREET AND AIRPORT SIGN ON RIGHT.
 PX0255'TURN RIGHT AND GO NORTH ON THE GRADED ROAD FOR 1.6 MILES TO A
 PX0255'CATTLE GUARD AND BEGINING OF A SURFACED ROAD.  CONTINUE STRAIGHT
 PX0255'AHEAD ON THE SURFACED ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON
 PX0255'THE LEFT, AS DESCRIBED.  CONTINUE ON SURFACED ROAD FOR 0.3 MILE TO
 PX0255'A FENCE CORNER AND THE STATION ON RIGHT, AS DESCRIBED.  IN ORDER TO
 PX0255'DRIVE A VEHICLE TO STATION MARK CONTINUE NORTH AND EAST ON THE
 PX0255'SURFACED ROAD TO THE AIRPORT TERMINAL AND GATE.  PASS THROUGH THE
 PX0255'GATE, THENCE RIGHT AND DRIVE WEST, ALONG AIRPORT FENCE BACK TO
 PX0255'CORNER AND STATION.
 PX0255'
 PX0255'STATION IS A STANDARD STATION MARK DISK, STAMPED COWLEY AIRPORT
 PX0255'1957, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6
 PX0255'INCHES.  MARK IS 48 FEET SOUTHEAST OF THE SURFACED ROAD, 15 FEET
 PX0255'SOUTH OF THE FENCE CORNER POST, 11.0 SOUTHEAST OF FENCELINE AND
 PX0255'2.0 FEET EAST-NORTHEAST OF A 4 INCH X 4 INCH WOOD WITNESS POST.
 PX0255'
 PX0255'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED COWLEY
 PX0255'AIRPORT NO 2 1957, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 PX0255'PROJECTING ABOUT 4 INCHES.  MARK IS 48 FEET SOUTHEAST OF THE
 PX0255'SURFACED ROAD AND 11.0 FEET SOUTHEAST OF FENCELINE.
 PX0255'
 PX0255'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED COWLEY
 PX0255'1957 NO 3 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 PX0255'PROJECTING ABOUT 3 INCHES.  MARK IS 8 FEET SOUTH-SOUTHWEST OF AN
 PX0255'EAST-WEST FENCELINE.  A METAL ROD WAS PLACED IN THE CONCRETE
 PX0255'MONUMENT.
 PX0255'
 PX0255'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED COWLEY AIRPORT
 PX0255'1957, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 PX0255'4 INCHES.  MARK IS 126 FEET NORTHWEST OF THE SURFACED AIRPORT ROAD,
 PX0255'3.8 FEET NORTHEAST OF A METAL WITNESS POST WITH A METAL WITNESS
 PX0255'SIGN ATTACHED AND 3.4 FEET SOUTHEAST OF A 4 INCH X 4 INCH WOOD
 PX0255'WITNESS POST.
 PX0255'
 PX0255'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 PX0255'NNE OF COWLEY.
 PX0255
 PX0255                          STATION RECOVERY (1982)
 PX0255
 PX0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0255'14.2 KM (8.8 MI) NW FROM LOVELL.
 PX0255'9.9 KM (6.15 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0255'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 4.3 KM (2.65 MI)
 PX0255'NORTHEASTERLY ALONG A PAVED ROAD, 19.5 METERS (64.0 FT) SOUTHEAST OF
 PX0255'THE CENTER OF THE ROAD, 4.7 METERS (15.4 FT) SOUTHEAST OF A FENCE
 PX0255'CORNER, 3.9 METERS (12.8 FT) SOUTHEAST OF A FENCE AND 2.9 METERS (9.5
 PX0255'FT) SOUTHWEST OF A FENCE.
 PX0255'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 PX0255'THE MARK IS 0.3 M ABOVE THE ROAD.
 PX0255
 PX0255                          STATION RECOVERY (1982)
 PX0255
 PX0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0255'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 PX0255'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE 1977 DESCRIPTION.
 PX0255'THE AZIMUTH MARK WAS POSITIONED AT THIS TIME.  THE ANGLES AND
 PX0255'DISTANCES WERE IN AGREEMENT WITH THE 1957 AND 1977 DATA.
 PX0255
 PX0255                          STATION RECOVERY (1994)
 PX0255
 PX0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 PX0255'THE STATION IS LOCATED IN THE NORTH SECTION OF THE AIRPORT 15 FT. (4.6
 PX0255'M) SOUTH OF THE FENCE CORNER, 11 FT.  (3.4 M) SE OF THE FENCE LINE, 64
 PX0255'FT.  (19.5 M) SE OF THE ROAD CL AND 77 FT.  (23.5 M) SW OF THE CL OF
 PX0255'THE ROAD TO THE AIRPORT.  THE MARK IS A CGS DISK SET IN A CONCRETE
 PX0255'POST.  5 FT.  (1.5 M) ABOVE THE SURFACE AND STAMPED COWLEY AIRPORT
 PX0255'1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0254 ***********************************************************************
 PX0254  DESIGNATION -  COWLEY AIRPORT AZ MK
 PX0254  PID         -  PX0254
 PX0254  STATE/COUNTY-  WY/BIG HORN
 PX0254  USGS QUAD   -  COWLEY (1978)
 PX0254
 PX0254                         *CURRENT SURVEY CONTROL
 PX0254  ___________________________________________________________________
 PX0254* NAD 83(1986)-  44 54 55.     (N)    108 27 21.     (W)     SCALED    
 PX0254* NAVD 88     -      1248.381  (meters)    4095.73   (feet)  ADJUSTED  
 PX0254  ___________________________________________________________________
 PX0254  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 PX0254  DYNAMIC HT  -        1247.922 (meters)    4094.22  (feet)  COMP
 PX0254  MODELED GRAV-     980,207.1   (mgal)                       NAVD 88
 PX0254
 PX0254  VERT ORDER  -  FIRST     CLASS II
 PX0254
 PX0254.This mark is at North Big Horn County Airport (U68)
 PX0254
 PX0254.The horizontal coordinates were scaled from a topographic map and have
 PX0254.an estimated accuracy of +/- 6 seconds.
 PX0254
 PX0254.The orthometric height was determined by differential leveling
 PX0254.and adjusted by the National Geodetic Survey in June 1991..
 PX0254
 PX0254.The geoid height was determined by GEOID03.
 PX0254
 PX0254.The dynamic height is computed by dividing the NAVD 88
 PX0254.geopotential number by the normal gravity value computed on the
 PX0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0254.degrees latitude (g = 980.6199 gals.).
 PX0254
 PX0254.The modeled gravity was interpolated from observed gravity values.
 PX0254
 PX0254;                    North         East    Units  Estimated Accuracy
 PX0254;SPC WYEC     -   591,060.      311,370.      MT  (+/- 180 meters Scaled)
 PX0254
 PX0254                          SUPERSEDED SURVEY CONTROL
 PX0254
 PX0254  NGVD 29 (06/08/92) 1247.530  (m)         4092.94   (f) ADJUSTED    1 2
 PX0254
 PX0254.Superseded values are not recommended for survey control.
 PX0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0254.See file dsdata.txt to determine how the superseded data were derived.
 PX0254
 PX0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ008766(NAD 83)
 PX0254_MARKER: DZ = AZIMUTH MARK DISK
 PX0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0254_SP_SET: CONCRETE POST
 PX0254_STAMPING: COWLEY AIRPORT 1957
 PX0254_MARK LOGO: CGS   
 PX0254_PROJECTION: PROJECTING 15 CENTIMETERS
 PX0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0254+STABILITY: SURFACE MOTION
 PX0254
 PX0254  HISTORY     - Date     Condition        Report By
 PX0254  HISTORY     - 1957     MONUMENTED       CGS
 PX0254  HISTORY     - 1982     GOOD             NGS
 PX0254  HISTORY     - 19820815 GOOD             NGS
 PX0254  HISTORY     - 19941231 GOOD             NGS
 PX0254
 PX0254                          STATION DESCRIPTION
 PX0254
 PX0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0254'13.7 KM (8.5 MI) NW FROM LOVELL.
 PX0254'9.9 KM (6.15 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0254'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 3.8 KM (2.35 MI)
 PX0254'NORTHEASTERLY ALONG A PAVED ROAD, 39.7 METERS (130.2 FT) NORTHWEST OF
 PX0254'THE CENTER OF THE ROAD AND 0.7 METER (2.3 FT) SOUTHEAST OF A WOODEN
 PX0254'WITNESS POST.
 PX0254'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 PX0254'THE MARK IS 0.9 M ABOVE THE ROAD.
 PX0254
 PX0254                          STATION RECOVERY (1982)
 PX0254
 PX0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0254'THE AZIMUTH MARK WAS POSITIONED AT THIS TIME.  TO REACH THE AZIMUTH
 PX0254'MARK FROM THE POST OFFICE IN COWLEY, GO WEST ON MAIN STREET FOR 0.2 KM
 PX0254'(0.10 MI) TO AN INTERSECTION.  TURN RIGHT, NORTH FOR ON A PAVED ROAD
 PX0254'FOR 2.6 KM (1.60 MI) TO A CATTLE GUARD.  CONTINUE STRAIGHT AHEAD FOR
 PX0254'1.2 KM (0.75 MI) TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK IS
 PX0254'A STANDARD AZIMUTH DISK, STAMPED--COWLEY AIRPORT 1957--, SET IN THE
 PX0254'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES (10 CM).
 PX0254'THE MARK IS 38.4 M (126.0 FT) NORTHWEST OF THE PAVED ROAD AND 1.2 M
 PX0254'(3.9 FT) NORTHEAST OF A METAL WITNESS POST WITH A SIGN.  A WOODEN
 PX0254'WITNESS POST IS SET 1.0 M (3.3 FT) NORTHWEST OF THE AZIMUTH MARK.
 PX0254
 PX0254                          STATION RECOVERY (1994)
 PX0254
 PX0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 PX0254'THIS STATION IS LOCATED JUST WEST OF THE AIRPORT PROPERTY, 226 FT
 PX0254'(68.9 M) NW OF A FENCE CORNER, FENCE AROUND AIRPORT, 130 FT. (39.6 M)
 PX0254'NW OF ROAD CL, 188 FT.  (57.3 M) NE OF A MAN HOLE CENTER, 210 FT.
 PX0254'(64.0 M) NE OF A VENT PIPE, 2.7 FT.  (0.8 M) NE OF METAL WITNESS POST
 PX0254'AND 2.4 FT (0.7 M) SE OF A WOODEN WITNESS POST.  THE MARK IS A
 PX0254'STANDARD CGS AZ MK DISK SET IN SQUARE CONCRETE MONUMENT.  5 FT (1.5 M)
 PX0254'ABOVE THE SURFACE AND STAMPED COWLEY AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0557 ***********************************************************************
 MP0557  DESIGNATION -  COYOTE
 MP0557  PID         -  MP0557
 MP0557  STATE/COUNTY-  WY/CARBON
 MP0557  USGS QUAD   -  BARCUS PEAK (1992)
 MP0557
 MP0557                         *CURRENT SURVEY CONTROL
 MP0557  ___________________________________________________________________
 MP0557* NAD 83(1993)-  41 07 40.42452(N)    106 34 24.62830(W)     ADJUSTED  
 MP0557* NAVD 88     -      2510.1    (meters)    8235.     (feet)  VERTCON   
 MP0557  ___________________________________________________________________
 MP0557  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 MP0557  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 MP0557
 MP0557  HORZ ORDER  -  SECOND
 MP0557
 MP0557.The horizontal coordinates were established by classical geodetic methods
 MP0557.and adjusted by the National Geodetic Survey in January 1997..
 MP0557
 MP0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0557
 MP0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0557
 MP0557.The geoid height was determined by GEOID03.
 MP0557
 MP0557;                    North         East     Units Scale Factor Converg.
 MP0557;SPC WYEC     -   170,001.920   463,800.592   MT  0.99998758   +0 29 59.2
 MP0557;UTM  13      - 4,554,147.936   367,919.442   MT  0.99981471   -1 02 06.4
 MP0557
 MP0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0557!SPC WYEC     -   0.99960817  x   0.99998758  =   0.99959576
 MP0557!UTM  13      -   0.99960817  x   0.99981471  =   0.99942295
 MP0557
 MP0557|---------------------------------------------------------------------|
 MP0557| PID    Reference Object                     Distance      Geod. Az  |
 MP0557|                                                           dddmmss.s |
 MP0557| CP4764 COYOTE RM 1                          11.518 METERS 01719     |
 MP0557| CP6081 25 9B STA 708+66.6 8079.09                         0220651.7 |
 MP0557| CP4765 COYOTE RM 2                           6.743 METERS 20651     |
 MP0557|---------------------------------------------------------------------|
 MP0557
 MP0557                          SUPERSEDED SURVEY CONTROL
 MP0557
 MP0557  NAD 83(1993)-  41 07 40.42021(N)    106 34 24.62640(W) AD(       ) 2
 MP0557  NAD 83(1986)-  41 07 40.42013(N)    106 34 24.62494(W) AD(       ) 2
 MP0557  NAD 27      -  41 07 40.53100(N)    106 34 22.50300(W) AD(       ) 2
 MP0557  NGVD 29 (07/19/86) 2508.8    (m)         8231.     (f) VERT ANG       
 MP0557
 MP0557.Superseded values are not recommended for survey control.
 MP0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0557.See file dsdata.txt to determine how the superseded data were derived.
 MP0557
 MP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF6791954148(NAD 83)
 MP0557_MARKER: DS = TRIANGULATION STATION DISK
 MP0557_SETTING: 80 = SET IN A BOULDER
 MP0557_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0557
 MP0557  HISTORY     - Date     Condition        Report By
 MP0557  HISTORY     - 1949     MONUMENTED       CGS
 MP0557  HISTORY     - 1959     GOOD             USGS
 MP0557
 MP0557                          STATION DESCRIPTION
 MP0557
 MP0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0557'THE STATION IS LOCATED ON THE HIGHEST POINT OF A BARE DOME-SHAPED
 MP0557'HILL, ABOUT 12.5 MILES AIR LINE SOUTHEAST OF ENCAMPMENT, ABOUT
 MP0557'31 MILES AIR LINE NORTHWEST OF WALDEN, AND ABOUT 0.3 MILE AIR
 MP0557'LINE WEST OF WYOMING STATE HIGHWAY 230.  THIS HILL IS LOCALLY
 MP0557'KNOWN AS COYOTE HILL.  THE STATION MARK IS 10 FEET NORTH OF
 MP0557'A WHITE WITNESS POST IN THE CENTER OF A CAIRN, PROJECTS 7
 MP0557'INCHES AND IS STAMPED, COYOTE 1949.
 MP0557'
 MP0557'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 MP0557'STATION MARK, PROJECTS 6 INCHES AND IS STAMPED, COYOTE NO 1
 MP0557'1949.
 MP0557'
 MP0557'REFERENCE MARK NO. 2 IS APPROXIMATELY 18 INCHES LOWER THAN
 MP0557'THE STATION MARK, PROJECTS 6 INCHES AND IS STAMPED, COYOTE
 MP0557'NO 2 1949.
 MP0557'
 MP0557'THE AZIMUTH MARK IS A STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY
 MP0557'MARKER SET IN A 6X6 INCH CONCRETE POST, PROJECTING 10 INCHES,
 MP0557'100 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY IN LINE WITH
 MP0557'THE RIGHT-OF-WAY FENCE.  IT IS STAMPED, 25 9B 708+66.6 8079.09.
 MP0557'
 MP0557'TO REACH THE STATION FROM THE POST OFFICE IN WALDEN, GO NORTH
 MP0557'ON STATE HIGHWAY 125 FOR 13.5 MILES TO THE JUNCTION OF STATE
 MP0557'HIGHWAYS 125 AND 127.  TAKE THE LEFT FORK STATE HIGHWAY 125
 MP0557'FOR 8.5 MILES TO THE COLORADO-WYOMING STATE LINE.  CONTINUE
 MP0557'NORTH ON HIGHWAY FOR 12.7 MILES TO A TRACK ROAD LEFT AND A
 MP0557'SIGN ON A MINITURE LOG HOUSE MAIL BOX, SKYLINE RANCH, (TO
 MP0557'REACH THE AZIMUTH FROM HERE CONTINUE NORTH ON HIGHWAY 0.1 MILE
 MP0557'TO THE AZIMUTH MARK ON THE LEFT, WEST, AS DESCRIBED ABOVE).
 MP0557'TURN LEFT, WEST, ON TRACK ROAD PASSING THROUGH GATE AND GO
 MP0557'0.3 MILE.  TURN LEFT, SOUTH, LEAVING ROAD AND GO ACROSS
 MP0557'COUNTRY FOR 0.35 MILE TO THE SUMMIT OF HILL AND STATION.  A
 MP0557'DRIVE STATION.
 MP0557
 MP0557                          STATION RECOVERY (1959)
 MP0557
 MP0557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0557'RECOVERED.
 MP0557'
 MP0557'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---COYOTE 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0582 ***********************************************************************
 MP0582  DESIGNATION -  COYOTE
 MP0582  PID         -  MP0582
 MP0582  STATE/COUNTY-  WY/CARBON
 MP0582  USGS QUAD   -  DANA (1982)
 MP0582
 MP0582                         *CURRENT SURVEY CONTROL
 MP0582  ___________________________________________________________________
 MP0582* NAD 83(1993)-  41 45 49.33086(N)    106 41 32.41111(W)     ADJUSTED  
 MP0582* NAVD 88     -      2410.8    (meters)    7909.     (feet)  VERTCON   
 MP0582  ___________________________________________________________________
 MP0582  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 MP0582  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 MP0582
 MP0582  HORZ ORDER  -  THIRD
 MP0582
 MP0582.The horizontal coordinates were established by classical geodetic methods
 MP0582.and adjusted by the National Geodetic Survey in January 1997..
 MP0582
 MP0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0582
 MP0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0582
 MP0582.The geoid height was determined by GEOID03.
 MP0582
 MP0582;                    North         East     Units Scale Factor Converg.
 MP0582;SPC WYEC     -   240,532.205   453,299.901   MT  0.99997245   +0 25 37.0
 MP0582;UTM  13      - 4,624,924.968   359,325.053   MT  0.99984352   -1 07 38.6
 MP0582
 MP0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0582!SPC WYEC     -   0.99962416  x   0.99997245  =   0.99959662
 MP0582!UTM  13      -   0.99962416  x   0.99984352  =   0.99946774
 MP0582
 MP0582:                Primary Azimuth Mark                     Grid Az
 MP0582:SPC WYEC     -  C 324                                    260 43 10.5
 MP0582:UTM  13      -  C 324                                    262 16 26.1
 MP0582
 MP0582|---------------------------------------------------------------------|
 MP0582| PID    Reference Object                     Distance      Geod. Az  |
 MP0582|                                                           dddmmss.s |
 MP0582| MP0224 C 324                               APPROX.10.4 KM 2610847.5 |
 MP0582|---------------------------------------------------------------------|
 MP0582
 MP0582                          SUPERSEDED SURVEY CONTROL
 MP0582
 MP0582  NAD 83(1986)-  41 45 49.32003(N)    106 41 32.40405(W) AD(       ) 3
 MP0582  NAD 27      -  41 45 49.45834(N)    106 41 30.29507(W) AD(       ) 3
 MP0582  NGVD 29 (07/19/86) 2409.5    (m)         7905.     (f) VERT ANG       
 MP0582
 MP0582.Superseded values are not recommended for survey control.
 MP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0582.See file dsdata.txt to determine how the superseded data were derived.
 MP0582
 MP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5932524925(NAD 83)
 MP0582
 MP0582  HISTORY     - Date     Condition        Report By
 MP0582  HISTORY     - UNK      MONUMENTED
 MP0582  HISTORY     - 1953     GOOD             USGS
 MP0582
 MP0582                          STATION DESCRIPTION
 MP0582
 MP0582'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0582'STATION IS LOCATED APPROXIMATELY 8 MI. (AIRLINE) E. OF WALCOTT,
 MP0582'WYOMING, AND 10.0 MI. SW. OF HANNA, WYOMING, ON THE HIGHEST PART
 MP0582'OF THE FIRST POINT E. OF THE HIGHEST POINT ON DANA RIDGE.
 MP0582'
 MP0582'TO REACH FROM WALCOTT POST OFFICE, GO E. ALONG U.S. HIGHWAY 30 8.85
 MP0582'MI. TO TRACK RD. SE., GO RIGHT (SE.) ALONG RD. 1.6 MI. TO CROSSROADS
 MP0582'AT TOP OF HILL, GO RIGHT (SW.) ALONG RD. 1.6 MI. TO OLD SHEEP CAMP,
 MP0582'CONTINUE ON S. ACROSS COUNTRY 0.1 MI. TO DIM TRACK RD. E., GO LEFT
 MP0582'(E.) ALONG RD. 0.6 MI. TO TOE OF SMALL SPUR RIDGE, GO ACROSS COUNTRY
 MP0582'(S.) UP RIDGE 0.6 MI. TO END OF JEEP TRAVEL, PACK S. UP HILL TO TOP
 MP0582'OF RIDGE AND STATION SITE.
 MP0582'
 MP0582'STATION MARK--STANDARD TABLET, STAMPED ---COYOTE 1953---, CEMENTED IN
 MP0582'A BOULDER IN PLACE.  THIS IS SAME STATION MARK AS 1916 STATION
 MP0582'---D---.  TABLET STAMPED IN 1953.
 MP0582'
 MP0582'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0501 ***********************************************************************
 MQ0501  DESIGNATION -  COYOTE
 MQ0501  PID         -  MQ0501
 MQ0501  STATE/COUNTY-  WY/SWEETWATER
 MQ0501  USGS QUAD   -  MASSACRE HILL (1996)
 MQ0501
 MQ0501                         *CURRENT SURVEY CONTROL
 MQ0501  ___________________________________________________________________
 MQ0501* NAD 83(1993)-  41 29 04.07836(N)    109 42 54.54716(W)     ADJUSTED  
 MQ0501* NAVD 88     -      1975.8    (meters)    6482.     (feet)  VERTCON   
 MQ0501  ___________________________________________________________________
 MQ0501  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 MQ0501  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 MQ0501
 MQ0501  HORZ ORDER  -  THIRD
 MQ0501
 MQ0501.The horizontal coordinates were established by classical geodetic methods
 MQ0501.and adjusted by the National Geodetic Survey in January 1997..
 MQ0501
 MQ0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0501
 MQ0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0501
 MQ0501.The geoid height was determined by GEOID03.
 MQ0501
 MQ0501;                    North         East     Units Scale Factor Converg.
 MQ0501;SPC WYWC     -   109,771.559   519,398.816   MT  1.00001742   -0 38 21.7
 MQ0501;UTM  12      - 4,593,336.427   607,263.715   MT  0.99974159   +0 51 04.3
 MQ0501
 MQ0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0501!SPC WYWC     -   0.99969255  x   1.00001742  =   0.99970997
 MQ0501!UTM  12      -   0.99969255  x   0.99974159  =   0.99943422
 MQ0501
 MQ0501:                Primary Azimuth Mark                     Grid Az
 MQ0501:SPC WYWC     -  WEST                                     325 09 50.7
 MQ0501:UTM  12      -  WEST                                     323 40 24.7
 MQ0501
 MQ0501|---------------------------------------------------------------------|
 MQ0501| PID    Reference Object                     Distance      Geod. Az  |
 MQ0501|                                                           dddmmss.s |
 MQ0501| MQ0520 WEST                                APPROX.11.0 KM 3243129.0 |
 MQ0501|---------------------------------------------------------------------|
 MQ0501
 MQ0501                          SUPERSEDED SURVEY CONTROL
 MQ0501
 MQ0501  NAD 83(1986)-  41 29 04.07059(N)    109 42 54.53882(W) AD(       ) 3
 MQ0501  NAD 27      -  41 29 04.21189(N)    109 42 52.00507(W) AD(       ) 3
 MQ0501  NGVD 29 (07/19/86) 1974.5    (m)         6478.     (f) VERT ANG       
 MQ0501
 MQ0501.Superseded values are not recommended for survey control.
 MQ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0501.See file dsdata.txt to determine how the superseded data were derived.
 MQ0501
 MQ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0726493336(NAD 83)
 MQ0501_MARKER: DD = SURVEY DISK
 MQ0501_SETTING: 0 = UNSPECIFIED SETTING
 MQ0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0501
 MQ0501  HISTORY     - Date     Condition        Report By
 MQ0501  HISTORY     - 1955     MONUMENTED       USGS
 MQ0501  HISTORY     - 1955     GOOD             USGS
 MQ0501
 MQ0501                          STATION DESCRIPTION
 MQ0501
 MQ0501'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MQ0501'LOCATED ABOUT 5.0 MI. S. OF U.S. HIGHWAY 30 AT A POINT WHERE HIGHWAY
 MQ0501'CROSSES BLACKS FORK RIVER AND ABOUT 2.0 MI. W. OF BLACKS FORK ON A
 MQ0501'BARE MESA TOP AND HIGHEST POINT IN VICINITY.
 MQ0501'
 MQ0501'TO REACH FROM POST OFFICE AT GREEN RIVER, WYOMING, GO W. ON U.S.
 MQ0501'HIGHWAY 30 11.8 MI. TO A RD. S. FROM HIGHWAY ABOUT 500 FT. W. OF
 MQ0501'BLACKS FORK RIVER BRIDGE, TURN LEFT (S.) ON DIRT RD. AND GO 0.7 MI.
 MQ0501'TO PIPELINE, CONTINUE S. 3.6 MI. TO A CROSSROAD, TURN RIGHT 0.1 MI.,
 MQ0501'THENCE CROSS COUNTRY W. TO HIGHEST PART OF MOUNTAIN AND STATION SITE.
 MQ0501'
 MQ0501'STATION MARK--STANDARD TABLET, IN A CONCRETE POST, STAMPED ---COYOTE
 MQ0501'1955---, PROJECTING 0.4 FT. ABOVE GROUND.
 MQ0501'
 MQ0501'REFERENCE MARKS--NONE.
 MQ0501
 MQ0501                          STATION RECOVERY (1955)
 MQ0501
 MQ0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MQ0501'LOCATED ABOUT 5.0 MI. S. OF U.S. HIGHWAY 30, AT A POINT WHERE HIGHWAY
 MQ0501'CROSSES BLACKS FORK RIVER AND ABOUT 2.0 MI. W. OF BLACKS FORK ON A
 MQ0501'BARE MESA TOP AND HIGHEST POINT IN VICINITY.
 MQ0501'
 MQ0501'TO REACH FROM POST OFFICE AT GREEN RIVER, WYOMING, GO W. ON U.S.
 MQ0501'HIGHWAY 30 11.8 MI. TO A RD. S. FROM HIGHWAY ABOUT 500 FT. W. OF
 MQ0501'BLACKS FORK RIVER BRIDGE, TURN LEFT (S.) ON DIRT RD. AND GO 0.7 MI.
 MQ0501'TO PIPELINE, CONTINUE S. 3.6 MI. TO A CROSSROAD, TURN RIGHT 0.1 MI.,
 MQ0501'THENCE CROSS COUNTRY W. TO HIGHEST PART OF MOUNTAIN AND STATION SITE.
 MQ0501'
 MQ0501'RECOVERED.
 MQ0501'
 MQ0501'STATION MARK--STANDARD TABLET, IN A CONCRETE POST, STAMPED ---COYOTE
 MQ0501'1955---, PROJECTING 0.4 FT. ABOVE GROUND.
 MQ0501'
 MQ0501'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1060 ***********************************************************************
 MO1060  DESIGNATION -  COYOTE
 MO1060  PID         -  MO1060
 MO1060  STATE/COUNTY-  WY/LARAMIE
 MO1060  USGS QUAD   -  J H D RANCH (1991)
 MO1060
 MO1060                         *CURRENT SURVEY CONTROL
 MO1060  ___________________________________________________________________
 MO1060* NAD 83(1993)-  41 24 44.58656(N)    104 38 59.52778(W)     ADJUSTED  
 MO1060* NAVD 88     -      1719.     (meters)    5640.     (feet)  SCALED    
 MO1060  ___________________________________________________________________
 MO1060  LAPLACE CORR-          -8.18  (seconds)                    DEFLEC99
 MO1060  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 MO1060
 MO1060  HORZ ORDER  -  SECOND
 MO1060
 MO1060.The horizontal coordinates were established by classical geodetic methods
 MO1060.and adjusted by the National Geodetic Survey in January 1997..
 MO1060
 MO1060.The orthometric height was scaled from a topographic map.
 MO1060
 MO1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1060
 MO1060.The geoid height was determined by GEOID03.
 MO1060
 MO1060;                    North         East     Units Scale Factor Converg.
 MO1060;SPC WY E     -   101,445.729   243,206.121   MT  0.99996047   +0 20 30.7
 MO1060;UTM  13      - 4,584,596.513   529,262.293   MT  0.99961054   +0 13 53.8
 MO1060
 MO1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1060!SPC WY E     -   0.99973302  x   0.99996047  =   0.99969350
 MO1060!UTM  13      -   0.99973302  x   0.99961054  =   0.99934366
 MO1060
 MO1060|---------------------------------------------------------------------|
 MO1060| PID    Reference Object                     Distance      Geod. Az  |
 MO1060|                                                           dddmmss.s |
 MO1060| CP9085 COYOTE RM 1                           6.450 METERS 00457     |
 MO1060| CP9086 COYOTE RM 2                           7.423 METERS 08157     |
 MO1060| MO1058 BERRY                               APPROX. 4.9 KM 1733051.0 |
 MO1060|---------------------------------------------------------------------|
 MO1060
 MO1060                          SUPERSEDED SURVEY CONTROL
 MO1060
 MO1060  NAD 83(1986)-  41 24 44.57112(N)    104 38 59.52626(W) AD(       ) 2
 MO1060  NAD 27      -  41 24 44.64340(N)    104 38 57.65410(W) AD(       ) 2
 MO1060
 MO1060.Superseded values are not recommended for survey control.
 MO1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1060.See file dsdata.txt to determine how the superseded data were derived.
 MO1060
 MO1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2926284597(NAD 83)
 MO1060_MARKER: DS = TRIANGULATION STATION DISK
 MO1060_SETTING: 66 = SET IN ROCK OUTCROP
 MO1060
 MO1060  HISTORY     - Date     Condition        Report By
 MO1060  HISTORY     - 1959     MONUMENTED       CGS
 MO1060
 MO1060                          STATION DESCRIPTION
 MO1060
 MO1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1060'THE STATION IS LOCATED, AIRLINE, ABOUT 22 MILES NORTHEAST
 MO1060'OF CHEYENNE AND ABOUT 6 MILES NORTH OF U.S. HIGHWAY 85,
 MO1060'ON THE NORTHWEST END OF A ROCKY, BRUSH COVERED BUTTE.
 MO1060'
 MO1060'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN
 MO1060'CHEYENNE, GO NORTHWEST ON CENTRAL AVENUE FOR 0.4 MILE.  TURN
 MO1060'LEFT ONTO PERSHING BLVD. AND GO WEST FOR 0.8 MILE.  TURN RIGHT
 MO1060'ONTO INTERSTATE HIGHWAY 25 AND GO NORTH FOR 5.7 MILES.  TURN
 MO1060'RIGHT AND GO NORTHWEST ON U.S. HIGHWAY 85 FOR 10.0 MILES.
 MO1060'TURN LEFT OFF THE HIGHWAY AND GO NORTH ON A GRAVELED ROAD
 MO1060'FOR 2.35 MILES.  TURN RIGHT ON THE DIRT SIDE ROAD AND GO
 MO1060'EAST AND NORTH FOR 4.2 MILES.  TAKE THE RIGHT FORK AND
 MO1060'CONTINUE NORTHERLY ON THE MAIN TRAVELED ROAD FOR 0.75 MILE.
 MO1060'TURN LEFT OFF THE MAIN TRAVELED ROAD ONTO A TRACK ROAD AND
 MO1060'GO WEST FOR 0.45 MILE.  TURN RIGHT OFF THE TRACK ROAD
 MO1060'AND GO NORTHWESTERLY CROSS COUNTRY FOR 0.1 MILE TO THE NORTHWEST
 MO1060'END OF A ROCKY, BRUSH COVERED BUTTE AND THE STATION.
 MO1060'
 MO1060'THE STATION IS A STANDARD DISK STAMPED COYOTE 1959 SET IN
 MO1060'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH
 MO1060'WITH THE SURROUNDING SURFACE.  IT IS 29 FEET SOUTHEAST OF
 MO1060'THE NORTHWEST END OF THE BUTTE.
 MO1060'
 MO1060'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COYOTE
 MO1060'NO 1 1959 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 MO1060'IS FLUSH WITH THE SURROUNDING SURFACE AND THE SAME ELEVATION
 MO1060'AS THE STATION.  IT IS 4 FEET SOUTH OF THE NORTH EDGE OF
 MO1060'THE BUTTE.
 MO1060'
 MO1060'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COYOTE
 MO1060'NO 2 1959 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 MO1060'IS FLUSH WITH THE SURROUNDING SURFACE AND THE SAME ELEVATION
 MO1060'AS THE STATION.  IT IS 4 FEET SOUTHWEST OF THE NORTHEAST
 MO1060'EDGE OF THE BUTTE.
 MO1060'
 MO1060'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0315 ***********************************************************************
 NS0315  DESIGNATION -  COYOTE
 NS0315  PID         -  NS0315
 NS0315  STATE/COUNTY-  WY/FREMONT
 NS0315  USGS QUAD   -  RAY LAKE (1978)
 NS0315
 NS0315                         *CURRENT SURVEY CONTROL
 NS0315  ___________________________________________________________________
 NS0315* NAD 83(1993)-  42 54 23.29981(N)    108 45 35.04837(W)     ADJUSTED  
 NS0315* NAVD 88     -      1747.3    (meters)    5733.     (feet)  VERTCON   
 NS0315  ___________________________________________________________________
 NS0315  LAPLACE CORR-         -15.59  (seconds)                    DEFLEC99
 NS0315  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 NS0315
 NS0315  HORZ ORDER  -  THIRD
 NS0315
 NS0315.The horizontal coordinates were established by classical geodetic methods
 NS0315.and adjusted by the National Geodetic Survey in January 1997..
 NS0315
 NS0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0315
 NS0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0315
 NS0315.The geoid height was determined by GEOID03.
 NS0315
 NS0315;                    North         East     Units Scale Factor Converg.
 NS0315;SPC WYWC     -   267,264.296   599,204.992   MT  0.99993751   -0 00 23.9
 NS0315;UTM  12      - 4,752,863.507   682,880.448   MT  1.00001147   +1 31 32.2
 NS0315
 NS0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0315!SPC WYWC     -   0.99972793  x   0.99993751  =   0.99966546
 NS0315!UTM  12      -   0.99972793  x   1.00001147  =   0.99973940
 NS0315
 NS0315:                Primary Azimuth Mark                     Grid Az
 NS0315:SPC WYWC     -  MILL RESET                               322 12 40.5
 NS0315:UTM  12      -  MILL RESET                               320 40 44.4
 NS0315
 NS0315|---------------------------------------------------------------------|
 NS0315| PID    Reference Object                     Distance      Geod. Az  |
 NS0315|                                                           dddmmss.s |
 NS0315| NS0260 MILL RESET                          APPROX. 4.7 KM 3221216.6 |
 NS0315|---------------------------------------------------------------------|
 NS0315
 NS0315                          SUPERSEDED SURVEY CONTROL
 NS0315
 NS0315  NAD 83(1986)-  42 54 23.28431(N)    108 45 35.05235(W) AD(       ) 3
 NS0315  NGVD 29 (11/06/89) 1746.3    (m)         5729.     (f) VERT ANG       
 NS0315
 NS0315.Superseded values are not recommended for survey control.
 NS0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0315.See file dsdata.txt to determine how the superseded data were derived.
 NS0315
 NS0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8288052864(NAD 83)
 NS0315_MARKER: DS = TRIANGULATION STATION DISK
 NS0315_SETTING: 0 = UNSPECIFIED SETTING
 NS0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0315
 NS0315  HISTORY     - Date     Condition        Report By
 NS0315  HISTORY     - 1950     MONUMENTED       USGS
 NS0315
 NS0315                          STATION DESCRIPTION
 NS0315
 NS0315'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0315'STATION IS LOCATED APPROXIMATELY 4.5 MI. AIRLINE N. OF LANDER AND 2
 NS0315'MI. AIRLINE E. OF MILFORD ON A RIDGE OF THE ERRODED BLUFFS, WHICH LIE
 NS0315'E. AND OVERLOOK THE NORTH FORK OF THE POPO AGIE RIVER, IN NE. 1/4
 NS0315'SEC. 9, T 2 S, R 1 E.
 NS0315'
 NS0315'TO REACH STATION FROM LANDER, TAKE NORTH SECOND STREET N. TO CITY
 NS0315'LIMITS, CONTINUE N. ON COUNTY RD. FOR 3.8 MI. TO Y-FORKS, CONTINUE
 NS0315'STRAIGHT AHEAD ON RIGHT FORK, ACROSS RIVER AND ON MAIN TRAVELED RD.,
 NS0315'WHICH FOLLOWS ALONG UNDER (W.) OF ERRODED BLUFFS, FOR 2.8 MI., THENCE
 NS0315'TURN RIGHT (E.) AND DRIVE CROSS-COUNTRY FOR 0.1 MI. FOLLOWING DRAIN
 NS0315'COURSE TO ITS HEAD.  HERE TURN RIGHT AND DRIVE UP ON TOP OF RIDGE TO
 NS0315'STATION SITE, WHICH IS 480 FT. FROM W. END OF RIDGE AND 10 FT. FROM
 NS0315'THE E. EDGE OF SMALL SADDLE IN RIDGE.
 NS0315'
 NS0315'STATION MARK--STANDARD TABLET SET IN CONCRETE POST FLUSH WITH GROUND,
 NS0315'STAMPED---WR-COYOTE 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9901 ***********************************************************************
 AC9901  SACS        -  This is a Secondary Airport Control Station.
 AC9901  DESIGNATION -  CPR AP STA B
 AC9901  PID         -  AC9901
 AC9901  STATE/COUNTY-  WY/NATRONA
 AC9901  USGS QUAD   -  BISHOP (1978)
 AC9901
 AC9901                         *CURRENT SURVEY CONTROL
 AC9901  ___________________________________________________________________
 AC9901* NAD 83(1993)-  42 54 30.24544(N)    106 26 58.20452(W)     ADJUSTED  
 AC9901* NAVD 88     -      1621.58   (meters)    5320.1    (feet)  GPS OBS   
 AC9901  ___________________________________________________________________
 AC9901  X           -  -1,325,254.849 (meters)                     COMP
 AC9901  Y           -  -4,488,508.780 (meters)                     COMP
 AC9901  Z           -   4,321,149.117 (meters)                     COMP
 AC9901  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AC9901  ELLIP HEIGHT-        1608.40  (meters)          (05/24/02) GPS OBS
 AC9901  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 AC9901
 AC9901  HORZ ORDER  -  FIRST
 AC9901  ELLP ORDER  -  THIRD     CLASS II
 AC9901
 AC9901.This mark is at Natrona Co Intl Airport (CPR)
 AC9901
 AC9901.The horizontal coordinates were established by GPS observations
 AC9901.and adjusted by the National Geodetic Survey in May 2002..
 AC9901
 AC9901.The orthometric height was determined by GPS observations and a
 AC9901.high-resolution geoid model.
 AC9901
 AC9901.GPS derived orthometric heights for airport stations designated as
 AC9901.PACS or SACS are published to 2 decimal places.  This maintains
 AC9901.centimeter relative accuracy between the PACS and SACS.  It does
 AC9901.not indicate centimeter accuracy relative to other marks which are
 AC9901.part of the NAVD 88 network.
 AC9901
 AC9901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9901
 AC9901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9901
 AC9901.The ellipsoidal height was determined by GPS observations
 AC9901.and is referenced to NAD 83.
 AC9901
 AC9901.The geoid height was determined by GEOID03.
 AC9901
 AC9901;                    North         East     Units Scale Factor Converg.
 AC9901;SPC WYEC     -   367,857.567   472,171.188   MT  1.00000156   +0 36 06.3
 AC9901;UTM  13      - 4,751,662.129   381,677.249   MT  0.99977224   -0 59 13.1
 AC9901
 AC9901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9901!SPC WYEC     -   0.99974783  x   1.00000156  =   0.99974939
 AC9901!UTM  13      -   0.99974783  x   0.99977224  =   0.99952012
 AC9901
 AC9901                          SUPERSEDED SURVEY CONTROL
 AC9901
 AC9901.No superseded survey control is available for this station.
 AC9901
 AC9901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8167751662(NAD 83)
 AC9901_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC9901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9901_STAMPING: AP 1962 STA B
 AC9901_MARK LOGO: CGS   
 AC9901_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9901+STABILITY: SURFACE MOTION
 AC9901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9901+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2001
 AC9901
 AC9901  HISTORY     - Date     Condition        Report By
 AC9901  HISTORY     - 19620101 MONUMENTED       CGS
 AC9901  HISTORY     - 19930801 GOOD             NGS
 AC9901  HISTORY     - 20010805 GOOD             NGS
 AC9901
 AC9901                          STATION DESCRIPTION
 AC9901
 AC9901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC9901'THE STATION IS LOCATED AT THE CASPER AIR TERMINAL, CASPER, 198 FEET
 AC9901'(60.4 M) S OF THE CENTERLINE RUNWAY END 26, 50 FEET (15.2 M) S OF THE
 AC9901'SE CORNER OF THE PAVEMENT, 48.6 FEET (14.8 M) SW OF THE S MOST
 AC9901'THRESHOLD LIGHT.  THE MARK IS A STANDARD TOPO DISK SET IN A CONCRETE
 AC9901'POST FLUSH WITH THE GROUND, STAMPED---AP 1962 STA B---.
 AC9901
 AC9901                          STATION RECOVERY (2001)
 AC9901
 AC9901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AC9901'THE STATION IS LOCATED ABOUT 7 MI NORTHWEST OF CASPER AT THE
 AC9901'NATRONA COUNTY INTERNATIONAL AIRPORT, NEAR THE CENTER OF THE
 AC9901'EAST PART OF THE AIRFIELDSOUTH OF AND ABOUT IN LINE WITH THE PAINT
 AC9901'BAR FOR RUNWAY END 26.  OWNERSHIP--NATRONA COUNTY AIRPORT
 AC9901'AUTHORITY, 8500 AIRPORT PARKWAY, CASPER, WYOMING 82604.  AIRPORT
 AC9901'MANAGER IS DAN E. MANN.  PHONE 307-472-6688, FAX 307-472-1805.
 AC9901'CONTACT
 AC9901'HIM IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS
 AC9901'THROUGH THE LOCKED GATE.
 AC9901'TO REACH FROM THE JUNCTOIN OF INTERSTATE HIGHWAY 25 AND U.S.
 AC9901'HIGHWAY 20 IN CASPER, GO NORTHWESTERLY ON HIGHWAY 20 FOR 6.65 MI
 AC9901'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON
 AC9901'THE ROAD FOR 0.75 MI TO A ROAD RIGHT JUST BEFORE THE TERMINAL ON
 AC9901'THE LEFT.  TURN RIGHT, NORTHEAST, ON THE ROAD FOR 0.1 MI TO A GATE
 AC9901'ON THE LEFT JUST PAST THE CFR BUILDING.  TURN LEFT, NORTHWEST,
 AC9901'PASSING THROUGH THE GATE FOR 0.15 MI TO THE APRON.  TURN RIGHT,
 AC9901'NORTHEAST, ON THE APRON AND ALONG TAXI A FOR 0.95 MI CROSSING
 AC9901'RUNWAY 30 TO THE STATION ON THE RIGHT.
 AC9901'THE STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST SET
 AC9901'FLUSH WITH THE GROUND.  IT IS 198.0 FT SOUTH OF THE CENTER OF
 AC9901'RUNWAY 8-26, 116.5 FT SOUTH OF THE SOUTH 1 OF 4 THRESHOLD LIGHTS,
 AC9901'88.2 FT SOUTHWEST OF A REIL, 84.0 FT NORTH OF THE CENTER OF A GRAVEL
 AC9901'SERVICE ROAD, AND 5.5 FT EAST OF THE EXTENDED END OF THE PAINT BAR.
 AC9901'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AC9901'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9898 ***********************************************************************
 AC9898  PACS        -  This is a Primary Airport Control Station.
 AC9898  DESIGNATION -  CPR ARP
 AC9898  PID         -  AC9898
 AC9898  STATE/COUNTY-  WY/NATRONA
 AC9898  USGS QUAD   -  BISHOP (1978)
 AC9898
 AC9898                         *CURRENT SURVEY CONTROL
 AC9898  ___________________________________________________________________
 AC9898* NAD 83(1993)-  42 54 29.59975(N)    106 28 08.66843(W)     ADJUSTED  
 AC9898* NAVD 88     -      1627.20   (meters)    5338.6    (feet)  GPS OBS   
 AC9898  ___________________________________________________________________
 AC9898  X           -  -1,326,793.146 (meters)                     COMP
 AC9898  Y           -  -4,488,072.753 (meters)                     COMP
 AC9898  Z           -   4,321,138.352 (meters)                     COMP
 AC9898  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AC9898  ELLIP HEIGHT-        1614.03  (meters)          (05/24/02) GPS OBS
 AC9898  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 AC9898
 AC9898  HORZ ORDER  -  B
 AC9898  ELLP ORDER  -  SECOND    CLASS I
 AC9898
 AC9898.This mark is at Natrona Co Intl Airport (CPR)
 AC9898
 AC9898.The horizontal coordinates were established by GPS observations
 AC9898.and adjusted by the National Geodetic Survey in May 2002..
 AC9898
 AC9898.The orthometric height was determined by GPS observations and a
 AC9898.high-resolution geoid model.
 AC9898
 AC9898.GPS derived orthometric heights for airport stations designated as
 AC9898.PACS or SACS are published to 2 decimal places.  This maintains
 AC9898.centimeter relative accuracy between the PACS and SACS.  It does
 AC9898.not indicate centimeter accuracy relative to other marks which are
 AC9898.part of the NAVD 88 network.
 AC9898
 AC9898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9898
 AC9898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9898
 AC9898.The ellipsoidal height was determined by GPS observations
 AC9898.and is referenced to NAD 83.
 AC9898
 AC9898.The geoid height was determined by GEOID03.
 AC9898
 AC9898;                    North         East     Units Scale Factor Converg.
 AC9898;SPC WYEC     -   367,821.042   470,573.083   MT  0.99999875   +0 35 18.4
 AC9898;UTM  13      - 4,751,669.924   380,079.107   MT  0.99977692   -1 00 01.1
 AC9898
 AC9898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9898!SPC WYEC     -   0.99974694  x   0.99999875  =   0.99974569
 AC9898!UTM  13      -   0.99974694  x   0.99977692  =   0.99952392
 AC9898
 AC9898                          SUPERSEDED SURVEY CONTROL
 AC9898
 AC9898.No superseded survey control is available for this station.
 AC9898
 AC9898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8007951670(NAD 83)
 AC9898_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC9898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9898_STAMPING: ARP 1952
 AC9898_MARK LOGO: CGS   
 AC9898_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9898+STABILITY: SURFACE MOTION
 AC9898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9898+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 AC9898
 AC9898  HISTORY     - Date     Condition        Report By
 AC9898  HISTORY     - 19520101 MONUMENTED       CGS
 AC9898  HISTORY     - 19880630 GOOD             NGS
 AC9898  HISTORY     - 20010805 GOOD             NGS
 AC9898  HISTORY     - 20010808 GOOD             NGS
 AC9898
 AC9898                          STATION DESCRIPTION
 AC9898
 AC9898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC9898'ARP 1952 IS LOCATED AT THE SE CORNER OF THE INTERSECTION OF RWYS 8-26
 AC9898'AND 17-35.  IT IS 163 FT (49.7 M) SOUTH OF THE CENTERLINE OF RWY 8-26,
 AC9898'164.  FT (50.0 M) EAST OF THE CENTERLINE OF RWY 17-35 AND 81.3 FT.
 AC9898'(24.8 M) SSW OF 1ST RWY LIGHT EAST OF INTERSECTION.  THE MARK IS A
 AC9898'STANDARD TOPO DISK SET FLUSH WITH THE GROUND IN A CONCRETE POST AND
 AC9898'STAMPED---ARP 1952---.
 AC9898
 AC9898                          STATION RECOVERY (2001)
 AC9898
 AC9898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AC9898'RECOVERED AS DESCRIBED.
 AC9898
 AC9898                          STATION RECOVERY (2001)
 AC9898
 AC9898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AC9898'THE STATION IS LOCATED ABOUT 7 MI NORTHWEST OF CASPER AT THE
 AC9898'NATRONA COUNTY INTERNATIONAL AIRPORT, NEAR MIDFIELD AND IN THE
 AC9898'SOUTHEAST QUADRANT OF THE JUNCTION OF RUNWAYS 17-35 AND 8-26.
 AC9898' 
 AC9898'OWNERSHIP--NATRONA COUNTY AIRPORT AUTHORITY, 8500 AIRPORT
 AC9898'PARKWAY, CASPER, WYOMING 82604.  AIRPORT MANAGER IS DAN E. MANN.
 AC9898'PHONE 307-472-6688, FAX 307-472-1805.  CONTACT HIM IN ADVANCE FOR
 AC9898'PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED
 AC9898'GATE.
 AC9898' 
 AC9898'TO REACH FROM THE JUNCTOIN OF INTERSTATE HIGHWAY 25 AND U.S.
 AC9898'HIGHWAY 20 IN CASPER, GO NORTHWESTERLY ON HIGHWAY 20 FOR 6.65 MI
 AC9898'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON
 AC9898'THE ROAD FOR 0.75 MI TO A ROAD RIGHT JUST BEFORE THE TERMINAL ON
 AC9898'THE LEFT.  TURN RIGHT, NORTHEAST, ON THE ROAD FOR 0.1 MI TO A GATE
 AC9898'ON THE LEFT JUST PAST THE CFR BUILDING.  TURN LEFT, NORTHWEST,
 AC9898'PASSING THROUGH THE GATE FOR 0.15 MI TO THE APRON.  TURN RIGHT,
 AC9898'NORTHEAST, ON THE APRON FOR 0.25 MI TO A TAXI ON THE LEFT LEADING
 AC9898'TO THE COMPASS ROSE.  TURN, LEFT, NORTHWEST, ALONG THE TAXI
 AC9898'CROSSING RUNWAY 3-21 FOR 0.55 MI TO THE JUNCTION OF RUNWAQY 17-35.
 AC9898'TURN RIHGT, NORTH, ALONG THE RUNWAY FOR 0.1 MI TO THE STATION.
 AC9898' 
 AC9898'THE STATION IS SET IN THE TOP OF A 30 CM CONCRETE POST RECESSED 5
 AC9898'CM.  IT IS 163.3 FT SOUTH OF THE CENTER OF RUNWAY 8-26, 164.0 FT EAST
 AC9898'OF THE CENTER OF RUNWAY 17-35, AND 81.3 FT SOUTH-SOUTHWEST OF THE
 AC9898'1ST RUNWAY LIGHT BASE (LIGHT REMOVED) EAST OF THE RUNWAYS
 AC9898'JUNCTION.
 AC9898' 
 AC9898'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 AC9898' 
 AC9898'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9902 ***********************************************************************
 AC9902  SACS        -  This is a Secondary Airport Control Station.
 AC9902  DESIGNATION -  CPR C
 AC9902  PID         -  AC9902
 AC9902  STATE/COUNTY-  WY/NATRONA
 AC9902  USGS QUAD   -  BISHOP (1978)
 AC9902
 AC9902                         *CURRENT SURVEY CONTROL
 AC9902  ___________________________________________________________________
 AC9902* NAD 83(1993)-  42 53 35.04365(N)    106 28 24.67302(W)     ADJUSTED  
 AC9902* NAVD 88     -      1621.72   (meters)    5320.6    (feet)  GPS OBS   
 AC9902  ___________________________________________________________________
 AC9902  X           -  -1,327,465.315 (meters)                     COMP
 AC9902  Y           -  -4,489,065.227 (meters)                     COMP
 AC9902  Z           -   4,319,901.098 (meters)                     COMP
 AC9902  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AC9902  ELLIP HEIGHT-        1608.59  (meters)          (05/24/02) GPS OBS
 AC9902  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 AC9902
 AC9902  HORZ ORDER  -  FIRST
 AC9902  ELLP ORDER  -  THIRD     CLASS II
 AC9902
 AC9902.This mark is at Natrona Co Intl Airport (CPR)
 AC9902
 AC9902.The horizontal coordinates were established by GPS observations
 AC9902.and adjusted by the National Geodetic Survey in May 2002..
 AC9902
 AC9902.The orthometric height was determined by GPS observations and a
 AC9902.high-resolution geoid model.
 AC9902
 AC9902.GPS derived orthometric heights for airport stations designated as
 AC9902.PACS or SACS are published to 2 decimal places.  This maintains
 AC9902.centimeter relative accuracy between the PACS and SACS.  It does
 AC9902.not indicate centimeter accuracy relative to other marks which are
 AC9902.part of the NAVD 88 network.
 AC9902
 AC9902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9902
 AC9902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9902
 AC9902.The ellipsoidal height was determined by GPS observations
 AC9902.and is referenced to NAD 83.
 AC9902
 AC9902.The geoid height was determined by GEOID03.
 AC9902
 AC9902;                    North         East     Units Scale Factor Converg.
 AC9902;SPC WYEC     -   366,133.891   470,227.254   MT  0.99999815   +0 35 06.9
 AC9902;UTM  13      - 4,749,993.379   379,686.727   MT  0.99977808   -1 00 11.0
 AC9902
 AC9902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9902!SPC WYEC     -   0.99974780  x   0.99999815  =   0.99974595
 AC9902!UTM  13      -   0.99974780  x   0.99977808  =   0.99952593
 AC9902
 AC9902                          SUPERSEDED SURVEY CONTROL
 AC9902
 AC9902.No superseded survey control is available for this station.
 AC9902
 AC9902_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH7968749993(NAD 83)
 AC9902_MARKER: DD = SURVEY DISK
 AC9902_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC9902_SP_SET: LARGE DRAIN
 AC9902_STAMPING: CPR C 1993
 AC9902_MARK LOGO: NOS   
 AC9902_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9902+STABILITY: SURFACE MOTION
 AC9902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9902+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2001
 AC9902
 AC9902  HISTORY     - Date     Condition        Report By
 AC9902  HISTORY     - 19930101 MONUMENTED       NOS
 AC9902  HISTORY     - 20010805 GOOD             NGS
 AC9902
 AC9902                          STATION DESCRIPTION
 AC9902
 AC9902'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JDH)
 AC9902'THE STATION IS LOCATED AT THE SOUTHWEST SECTION OF THE NATRONA COUNTY
 AC9902'INTERNATIONAL AIRPORT 423 EAST CL END RWY 3, 108.7 FT.  (33.1 M)
 AC9902'NORTHWEST OF THE EDGE OF PARALLEL TAXIWAY, 107.3 FT (32.7 M) SOUTHWEST
 AC9902'OF THE TAXIWAY A-2, 100.9 FT (30.8 M) NORTHEAST OF THE TAXIWAY A-I.
 AC9902'THE STATION IS AN NOS DISK SET IN THE WEST MOST CORNER OF A CONCRETE
 AC9902'CATCH BASIN, AND STAMPED---CPR C 1993---.
 AC9902
 AC9902                          STATION RECOVERY (2001)
 AC9902
 AC9902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AC9902'THE STATION IS LOCATED ABOUT 7 MI NORTHWEST OF CASPER AT THE
 AC9902'NATRONA COUNTY INTERNATIONAL AIRPORT, IN THE
 AC9902'SOUTHWESTERN PART OF THE AIRFIELD, NEAR THE CENTER OF A
 AC9902'GRASS ISLAND BETWEEN RUNWAY 3 AND THE PARALLEL TAXI AND JUST
 AC9902'EAST OF RUNWAY END 3.  OWNERSHIP--NATRONA COUNTY AIRPORT
 AC9902'AUTHORITY, 8500 AIRPORT PARKWAY, CASPER, WYOMING 82604.  AIRPORT
 AC9902'MANAGER IS DAN E. MANN.  PHONE 307-472-6688, FAX 307-472-1805.
 AC9902'CONTACT
 AC9902'HIM IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AND ACCESS
 AC9902'THROUGH THE LOCKED GATE.
 AC9902'TO REACH FROM THE JUNCTOIN OF INTERSTATE HIGHWAY 25 AND U.S.
 AC9902'HIGHWAY 20 IN CASPER, GO NORTHWESTERLY ON HIGHWAY 20 FOR 6.65 MI
 AC9902'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON
 AC9902'THE ROAD FOR 0.75 MI TO A ROAD RIGHT JUST BEFORE THE TERMINAL ON
 AC9902'THE LEFT.  TURN RIGHT, NORTHEAST, ON THE ROAD FOR 0.1 MI TO A GATE
 AC9902'ON THE LEFT JUST PAST THE CFR BUILDING.  TURN LEFT, NORTHWEST,
 AC9902'PASSING THROUGH THE GATE FOR 0.15 MI TO THE APRON.  TURN LEFT,
 AC9902'SOUTHEAST, ON THE APRON AND ALONG TAXI A FOR 0.7 MI TO THE STATION
 AC9902'ON THE RIGHT.
 AC9902'THE STATION IS SET IN THE TOP OF AND NEAR THE WEST CORNER OF A
 AC9902'LARGE DRAIN SET FLUSH WITH THE GROUND.  IT IS 423 FT EAST OF THE
 AC9902'CENTER OF RUNWAY END 3, 108.7 FT NORTHWEST OF THE EDGE OF THE
 AC9902'PARALLEL TAXI, 107.3 FT SOUTHEAST OF THE EDGE OF TAXI A2, AND 100.9 FT
 AC9902'NORTHEAST OF THE EDGE OF TAXI A1.
 AC9902'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AC9902'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0645 ***********************************************************************
 NQ0645  DESIGNATION -  CPTP 1
 NQ0645  PID         -  NQ0645
 NQ0645  STATE/COUNTY-  WY/CONVERSE
 NQ0645  USGS QUAD   -  GILBERT LAKE (1949)
 NQ0645
 NQ0645                         *CURRENT SURVEY CONTROL
 NQ0645  ___________________________________________________________________
 NQ0645* NAD 83(1993)-  42 53 12.23086(N)    105 35 44.66346(W)     ADJUSTED  
 NQ0645* NAVD 88     -      1559.     (meters)    5115.     (feet)  VERTCON   
 NQ0645  ___________________________________________________________________
 NQ0645  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 NQ0645  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NQ0645
 NQ0645  HORZ ORDER  -  THIRD
 NQ0645
 NQ0645.The horizontal coordinates were established by classical geodetic methods
 NQ0645.and adjusted by the National Geodetic Survey in January 1997..
 NQ0645
 NQ0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0645
 NQ0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0645
 NQ0645.The geoid height was determined by GEOID03.
 NQ0645
 NQ0645;                    North         East     Units Scale Factor Converg.
 NQ0645;SPC WY E     -   265,160.618   164,950.925   MT  0.99995261   -0 17 31.2
 NQ0645;UTM  13      - 4,748,408.687   451,353.061   MT  0.99962911   -0 24 19.6
 NQ0645
 NQ0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0645!SPC WY E     -   0.99975784  x   0.99995261  =   0.99971046
 NQ0645!UTM  13      -   0.99975784  x   0.99962911  =   0.99938704
 NQ0645
 NQ0645:                Primary Azimuth Mark                     Grid Az
 NQ0645:SPC WY E     -  PHONE                                    109 07 29.8
 NQ0645:UTM  13      -  PHONE                                    109 14 18.2
 NQ0645
 NQ0645|---------------------------------------------------------------------|
 NQ0645| PID    Reference Object                     Distance      Geod. Az  |
 NQ0645|                                                           dddmmss.s |
 NQ0645| NQ0644 PHONE                               APPROX. 1.5 KM 1084958.6 |
 NQ0645|---------------------------------------------------------------------|
 NQ0645
 NQ0645                          SUPERSEDED SURVEY CONTROL
 NQ0645
 NQ0645  NAD 83(1986)-  42 53 12.21166(N)    105 35 44.64797(W) AD(       ) 3
 NQ0645  NAD 27      -  42 53 12.33306(N)    105 35 42.67427(W) AD(       ) 3
 NQ0645  NGVD 29 (07/19/86) 1558.     (m)         5112.     (f) VERT ANG       
 NQ0645
 NQ0645.Superseded values are not recommended for survey control.
 NQ0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0645.See file dsdata.txt to determine how the superseded data were derived.
 NQ0645
 NQ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5135348409(NAD 83)
 NQ0645_MARKER: DD = SURVEY DISK
 NQ0645_SETTING: 0 = UNSPECIFIED SETTING
 NQ0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0645
 NQ0645  HISTORY     - Date     Condition        Report By
 NQ0645  HISTORY     - 1948     MONUMENTED       USGS
 NQ0645
 NQ0645                          STATION DESCRIPTION
 NQ0645
 NQ0645'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0645'TO REACH STATION FROM POST OFFICE AT DOUGLAS, GO S. 1 BLOCK TO U.S.
 NQ0645'HIGHWAYS 87 AND 20, THENCE W. ON U.S. HIGHWAYS 87 AND 20 FOR 2.85
 NQ0645'MI., THENCE RIGHT (NW.) ALONG ROSS ROAD 12.4 MI. TO TELEPHONE LINE
 NQ0645'AND PIPE LINE RD., THENCE LEFT (W.) ALONG PIPE LINE RD. FOR 3.0 MI.
 NQ0645'TO CROSSROADS, STATION IS 95 FT. S. AND 20 FT. W. OF INTERSECTION
 NQ0645'OF RDS.
 NQ0645'
 NQ0645'STATION MARK--STANDARD TABLET SET IN CONCRETE POST 3 IN. ABOVE GROUND,
 NQ0645'STAMPED ---CPTP-1, 1948---.
 NQ0645'
 NQ0645'REFERENCE MARK NO. 1--A 3/4 IN. PIPE 4 IN. ABOVE GROUND, 1 FT. E. OF
 NQ0645'TELEPHONE POLE, 99.09 FT. NW. OF STATION, S 63 DEG 05 MIN E.
 NQ0645'
 NQ0645'REFERENCE MARK NO. 2--A 3/4 IN. PIPE 4 IN. ABOVE GROUND, 1 FT. E. OF
 NQ0645'TELEPHONE POLE, 99.26 FT. NE. OF STATION, S 37 DEG 17 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0236 ***********************************************************************
 NQ0236  DESIGNATION -  CPWF 1 RESET
 NQ0236  PID         -  NQ0236
 NQ0236  STATE/COUNTY-  WY/CONVERSE
 NQ0236  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0236
 NQ0236                         *CURRENT SURVEY CONTROL
 NQ0236  ___________________________________________________________________
 NQ0236* NAD 83(1986)-  42 45 04.     (N)    104 59 57.     (W)     SCALED    
 NQ0236* NAVD 88     -      1531.35   (meters)    5024.1    (feet)  RESET     
 NQ0236  ___________________________________________________________________
 NQ0236  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0236
 NQ0236  VERT ORDER  -  THIRD
 NQ0236
 NQ0236.The horizontal coordinates were scaled from a topographic map and have
 NQ0236.an estimated accuracy of +/- 6 seconds.
 NQ0236
 NQ0236.The orthometric height was computed from unverified reset data.
 NQ0236.No vertical observational check was made to the station.
 NQ0236
 NQ0236.The geoid height was determined by GEOID03.
 NQ0236
 NQ0236;                    North         East    Units  Estimated Accuracy
 NQ0236;SPC WY E     -   250,020.      213,710.      MT  (+/- 180 meters Scaled)
 NQ0236
 NQ0236                          SUPERSEDED SURVEY CONTROL
 NQ0236
 NQ0236  NGVD 29 (??/??/??) 1530.56   (m)         5021.5    (f) RESET       3  
 NQ0236
 NQ0236.Superseded values are not recommended for survey control.
 NQ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0236.See file dsdata.txt to determine how the superseded data were derived.
 NQ0236
 NQ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH000331(NAD 83)
 NQ0236_MARKER: DD = SURVEY DISK
 NQ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0236_STAMPING: CPWF-1 RESET 1963
 NQ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0236+STABILITY: SURFACE MOTION
 NQ0236
 NQ0236  HISTORY     - Date     Condition        Report By
 NQ0236  HISTORY     - 1963     MONUMENTED       WYHD
 NQ0236  HISTORY     - 1964     GOOD             NGS
 NQ0236
 NQ0236                          STATION DESCRIPTION
 NQ0236
 NQ0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NQ0236'0.6 MI E FROM SHAWNEE.
 NQ0236'0.6 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0236'THE STATION AT SHAWNEE, 2 POLES WEST OF MILEPOST 520, 224 FEET
 NQ0236'SOUTH OF THE SOUTH RAIL, 81.8 FEET SOUTH OF CENTERLINE OF U.S.
 NQ0236'20 STA. 628+00, 33 FEET EAST OF THE CENTER OF A GATE, 68 FEET
 NQ0236'NORTH OF A WIRE FENCE, 1 1/2 FEET NORTHEAST OF A WITNESS POST,
 NQ0236'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 NQ0236'ABOVE THE GROUND.  IN SECTION 15, TOWNSHIP 32 NORTH, RANGE 68
 NQ0236'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0535 ***********************************************************************
 PV0535  DESIGNATION -  CRACKER
 PV0535  PID         -  PV0535
 PV0535  STATE/COUNTY-  WY/CAMPBELL
 PV0535  USGS QUAD   -  BONNIE RESERVOIR (1972)
 PV0535
 PV0535                         *CURRENT SURVEY CONTROL
 PV0535  ___________________________________________________________________
 PV0535* NAD 83(1993)-  44 48 01.31680(N)    105 06 34.05009(W)     ADJUSTED  
 PV0535* NAVD 88     -      1340.8    (meters)    4399.     (feet)  VERTCON   
 PV0535  ___________________________________________________________________
 PV0535  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 PV0535  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 PV0535
 PV0535  HORZ ORDER  -  FIRST
 PV0535
 PV0535.The horizontal coordinates were established by classical geodetic methods
 PV0535.and adjusted by the National Geodetic Survey in January 1997..
 PV0535
 PV0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0535
 PV0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0535
 PV0535.The geoid height was determined by GEOID03.
 PV0535
 PV0535;                    North         East     Units Scale Factor Converg.
 PV0535;SPC WY E     -   477,682.045   204,526.047   MT  0.99993775   +0 02 25.1
 PV0535;UTM  13      - 4,960,779.784   491,343.102   MT  0.99960092   -0 04 37.7
 PV0535
 PV0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0535!SPC WY E     -   0.99979209  x   0.99993775  =   0.99972985
 PV0535!UTM  13      -   0.99979209  x   0.99960092  =   0.99939309
 PV0535
 PV0535|---------------------------------------------------------------------|
 PV0535| PID    Reference Object                     Distance      Geod. Az  |
 PV0535|                                                           dddmmss.s |
 PV0535| CP9088 CRACKER RM 1                         10.211 METERS 20446     |
 PV0535| CP9089 CRACKER RM 2                         11.129 METERS 30422     |
 PV0535| CP9087 CRACKER AZ MK                                      3050739.1 |
 PV0535|---------------------------------------------------------------------|
 PV0535
 PV0535                          SUPERSEDED SURVEY CONTROL
 PV0535
 PV0535  NAD 83(1986)-  44 48 01.29935(N)    105 06 34.03040(W) AD(       ) 1
 PV0535  NAD 27      -  44 48 01.35600(N)    105 06 32.09200(W) AD(       ) 1
 PV0535  NGVD 29 (07/19/86) 1340.1    (m)         4397.     (f) VERT ANG       
 PV0535
 PV0535.Superseded values are not recommended for survey control.
 PV0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0535.See file dsdata.txt to determine how the superseded data were derived.
 PV0535
 PV0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK9134360780(NAD 83)
 PV0535_MARKER: DS = TRIANGULATION STATION DISK
 PV0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0535
 PV0535  HISTORY     - Date     Condition        Report By
 PV0535  HISTORY     - 1949     MONUMENTED       CGS
 PV0535  HISTORY     - 1960     GOOD             CGS
 PV0535  HISTORY     - 1963     GOOD             CGS
 PV0535  HISTORY     - 1987     GOOD             BLM
 PV0535
 PV0535                          STATION DESCRIPTION
 PV0535
 PV0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0535'THE STATION IS LOCATED ABOUT 15.5 MILES NORTHEAST OF THE WESTON
 PV0535'POST OFFICE, 8.5 MILES SOUTH OF ROCKYPOINT POST OFFICE,
 PV0535'ABOUT 1 MILE WEST OF THE CROOK-CAMPBELL COUNTY LINE, AND 1/4
 PV0535'MILE NORTHEAST OF A RANCH HOUSE.  IT IS LOCATED ON THE HIGHEST
 PV0535'POINT OF A PROMINENT BARE RIDGE.  THE TOP IS A SHORT
 PV0535'NORTHWEST-SOUTHEAST CLAY RIDGE DROPPING VERY SHARPLY ON THE
 PV0535'NORTHEAST AND SLOPES GRADUALLY TO THE NORTHWEST.  IT IS ON
 PV0535'LAND OWNED BY MRS. MITCHEL BATINOVICH.
 PV0535'
 PV0535'TO REACH THE STATION FROM THE WESTON POST OFFICE, GO EAST ON
 PV0535'THE MAIN GRAVEL ROAD VIA SODA WELL FOR 2.1 MILES TO A FORK.
 PV0535'BEAR LEFT, NORTHERLY, AND FOLLOW THE MAIN GRAVEL ROAD FOR
 PV0535'17.25 MILES TO A POINT WHERE ROAD SWINGS NORTH DROPPING OVER
 PV0535'HILL, CONTINUE NORTH ON THE MAIN ROAD FOR 2.2 MILES TO A SIDE
 PV0535'ROAD ON THE RIGHT AND SIGN, GEO PAVLOVICK HERFORD RANCH,
 PV0535'TURN RIGHT, EAST, ON GRADED ROAD FOR 2 MILES TO A RANCH
 PV0535'HOUSE ON THE LEFT, CONTINUE SOUTHEAST FOR 0.3 MILE TO A CROSS
 PV0535'ROAD JUST SOUTHWEST OF ANOTHER SMALL RANCH HOUSE.  TURN
 PV0535'RIGHT, WESTERLY, PASSING THROUGH A WIRE GATE AND FOLLOW THE
 PV0535'MAIN TRACK ROAD FOR 0.85 MILE TO A GATE.  PASS THROUGH
 PV0535'GATE AND CONTINUE SOUTHERLY ON THE MAIN TRACK ROAD FOR
 PV0535'0.3 MILE TO ANOTHER GATE, PASS THROUGH, AND PROCEED SOUTHERLY ON
 PV0535'THE MAIN TRACK ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON
 PV0535'THE LEFT.  BEAR LEFT, SOUTHEASTERLY ACROSS
 PV0535'PASTURE LAND AND UP RIDGE FOR 0.5 MILE TO THE HIGHEST
 PV0535'POINT AND STATION.
 PV0535'
 PV0535'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PV0535'CRACKER 1949.
 PV0535'
 PV0535'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PV0535'CRACKER NO 1 1949.
 PV0535'
 PV0535'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PV0535'CRACKER NO 2 1949.
 PV0535'
 PV0535'THE AZIMUTH MARK IS 29 FEET EAST OF THE APPROXIMATE CENTERLINE
 PV0535'OF A TRACK ROAD AND 2.7 FEET SOUTH OF A WITNESS POST.  THE
 PV0535'MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED CRACKER 1949.
 PV0535'
 PV0535'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 X 10
 PV0535'INCH CONCRETE POSTS.
 PV0535
 PV0535                          STATION RECOVERY (1960)
 PV0535
 PV0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DER)
 PV0535'STATION STAMPED CRACKER 1949 WAS FOUND IN EXCELLENT CONDITION.
 PV0535
 PV0535                          STATION RECOVERY (1963)
 PV0535
 PV0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 PV0535'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 PV0535
 PV0535                          STATION RECOVERY (1987)
 PV0535
 PV0535'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 PV0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0458 ***********************************************************************
 PX0458  DESIGNATION -  CRAG
 PX0458  PID         -  PX0458
 PX0458  STATE/COUNTY-  WY/PARK
 PX0458  USGS QUAD   -  DEAD INDIAN PEAK (1991)
 PX0458
 PX0458                         *CURRENT SURVEY CONTROL
 PX0458  ___________________________________________________________________
 PX0458* NAD 83(1993)-  44 34 40.05697(N)    109 32 33.50874(W)     ADJUSTED  
 PX0458* NAVD 88     -      3674.5    (meters)   12055.     (feet)  VERTCON   
 PX0458  ___________________________________________________________________
 PX0458  LAPLACE CORR-         -14.17  (seconds)                    DEFLEC99
 PX0458  GEOID HEIGHT-          -8.41  (meters)                     GEOID03
 PX0458
 PX0458  HORZ ORDER  -  THIRD
 PX0458
 PX0458.The horizontal coordinates were established by classical geodetic methods
 PX0458.and adjusted by the National Geodetic Survey in January 1997..
 PX0458
 PX0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0458
 PX0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0458
 PX0458.The geoid height was determined by GEOID03.
 PX0458
 PX0458;                    North         East     Units Scale Factor Converg.
 PX0458;SPC WYWC     -   453,254.142   537,049.366   MT  0.99998621   -0 33 22.9
 PX0458;UTM  12      - 4,937,083.281   615,702.778   MT  0.99976463   +1 01 22.8
 PX0458
 PX0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0458!SPC WYWC     -   0.99942551  x   0.99998621  =   0.99941173
 PX0458!UTM  12      -   0.99942551  x   0.99976463  =   0.99919027
 PX0458
 PX0458:                Primary Azimuth Mark                     Grid Az
 PX0458:SPC WYWC     -  TROUT                                    028 32 21.0
 PX0458:UTM  12      -  TROUT                                    026 57 35.3
 PX0458
 PX0458|---------------------------------------------------------------------|
 PX0458| PID    Reference Object                     Distance      Geod. Az  |
 PX0458|                                                           dddmmss.s |
 PX0458| PX0457 TROUT                               APPROX. 2.9 KM 0275858.1 |
 PX0458|---------------------------------------------------------------------|
 PX0458
 PX0458                          SUPERSEDED SURVEY CONTROL
 PX0458
 PX0458  NAD 83(1986)-  44 34 40.04675(N)    109 32 33.49708(W) AD(       ) 3
 PX0458  NAD 27      -  44 34 40.23443(N)    109 32 30.88652(W) AD(       ) 3
 PX0458  NGVD 29 (07/19/86) 3673.0    (m)        12051.     (f) VERT ANG       
 PX0458
 PX0458.Superseded values are not recommended for survey control.
 PX0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0458.See file dsdata.txt to determine how the superseded data were derived.
 PX0458
 PX0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1570337083(NAD 83)
 PX0458_MARKER: DD = SURVEY DISK
 PX0458_SETTING: 66 = SET IN ROCK OUTCROP
 PX0458_SP_SET: SET IN ROCK OUTCROP
 PX0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0458+STABILITY: POSITION/ELEVATION WELL
 PX0458
 PX0458  HISTORY     - Date     Condition        Report By
 PX0458  HISTORY     - 1953     MONUMENTED       USGS
 PX0458
 PX0458                          STATION DESCRIPTION
 PX0458
 PX0458'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0458'STATION LOCATED ABOUT 23.0 MI. (AIRLINE) WNW. OF CODY, WYOMING, ON
 PX0458'THE S. END OF A LARGE OPEN MESA.
 PX0458'
 PX0458'TO REACH FROM THE DEAD INDIAN CAMP GROUND ON THE CODY ROAD, FOLLOW
 PX0458'THE HORSE TRAIL UP DEAD INDIAN CREEK AND ONTO THE RIDGE AT THE HEAD
 PX0458'OF RATTLESNAKE CANYON AT THE SITE OF THE OLD RATTLESNAKE RANGER
 PX0458'CABIN.  CONTINUE SW. ALONG GOOD TRAIL ABOUT 7.0 MI. TO THE W. ONE OF
 PX0458'TWO RIDGES LEADING S. TO TROUT PEAK.  CONTINUE ON RIDGE, LEAVING
 PX0458'TRAIL, ABOUT 0.5 MI. TO A POINT UNDER TROUT PEAK.  BACK PACK FROM
 PX0458'HERE OVER TROUT PEAK AND ACROSS SHARP RIDGE LEADING SW. TO A LARGE
 PX0458'OPEN MESA AND STATION SITE.  STATION IS ON THE S. ONE OF THREE
 PX0458'HIGH POINTS ON THE MESA.  ABOUT A 2 HOUR CLIMB.
 PX0458'
 PX0458'STATION MARK--STANDARD ALUMINUM TABLET, CEMENTED IN ROCK, STAMPED
 PX0458'---CRAG 1953---.
 PX0458'
 PX0458'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0459 ***********************************************************************
 PW0459  DESIGNATION -  CRAIN
 PW0459  PID         -  PW0459
 PW0459  STATE/COUNTY-  WY/JOHNSON
 PW0459  USGS QUAD   -  TRABING (1970)
 PW0459
 PW0459                         *CURRENT SURVEY CONTROL
 PW0459  ___________________________________________________________________
 PW0459* NAD 83(1993)-  44 00 01.33289(N)    106 30 11.19717(W)     ADJUSTED  
 PW0459* NAVD 88     -      1424.9    (meters)    4675.     (feet)  VERTCON   
 PW0459  ___________________________________________________________________
 PW0459  LAPLACE CORR-          -9.52  (seconds)                    DEFLEC99
 PW0459  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 PW0459
 PW0459  HORZ ORDER  -  THIRD
 PW0459  VERT ORDER  -  THIRD ? (See Below)
 PW0459
 PW0459.The horizontal coordinates were established by classical geodetic methods
 PW0459.and adjusted by the National Geodetic Survey in January 1997..
 PW0459
 PW0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0459.The vertical order pertains to the NGVD 29 superseded value.
 PW0459
 PW0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0459
 PW0459.The geoid height was determined by GEOID03.
 PW0459
 PW0459;                    North         East     Units Scale Factor Converg.
 PW0459;SPC WYEC     -   489,125.580   466,584.536   MT  0.99999201   +0 34 36.3
 PW0459;UTM  13      - 4,873,012.179   379,489.710   MT  0.99977862   -1 02 39.4
 PW0459
 PW0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0459!SPC WYEC     -   0.99977875  x   0.99999201  =   0.99977076
 PW0459!UTM  13      -   0.99977875  x   0.99977862  =   0.99955742
 PW0459
 PW0459:                Primary Azimuth Mark                     Grid Az
 PW0459:SPC WYEC     -  VOR                                      093 18 01.4
 PW0459:UTM  13      -  VOR                                      094 55 17.1
 PW0459
 PW0459|---------------------------------------------------------------------|
 PW0459| PID    Reference Object                     Distance      Geod. Az  |
 PW0459|                                                           dddmmss.s |
 PW0459| OV0341 VOR                                 APPROX. 5.5 KM 0935237.7 |
 PW0459|---------------------------------------------------------------------|
 PW0459
 PW0459                          SUPERSEDED SURVEY CONTROL
 PW0459
 PW0459  NAD 83(1986)-  44 00 01.31509(N)    106 30 11.16667(W) AD(       ) 3
 PW0459  NAD 27      -  44 00 01.39645(N)    106 30 09.02411(W) AD(       ) 3
 PW0459  NGVD 29 (07/19/86) 1424.1    (m)         4672.     (f) LEVELING    3  
 PW0459
 PW0459.Superseded values are not recommended for survey control.
 PW0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0459.See file dsdata.txt to determine how the superseded data were derived.
 PW0459
 PW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ7949073012(NAD 83)
 PW0459_MARKER: DD = SURVEY DISK
 PW0459_SETTING: 0 = UNSPECIFIED SETTING
 PW0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0459
 PW0459  HISTORY     - Date     Condition        Report By
 PW0459  HISTORY     - 1958     MONUMENTED       USGS
 PW0459
 PW0459                          STATION DESCRIPTION
 PW0459
 PW0459'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PW0459'STATION IS LOCATED  ON A HIGH RIDGE, ABOUT 21.0 MI. AIR NE. OF KAYCEE
 PW0459'AND ABOUT 23.0 MI. AIR NW. OF SUSSEX.
 PW0459'
 PW0459'TO REACH STATION FROM SUSSEX POST OFFICE, FOLLOW STATE SECONDARY
 PW0459'HIGHWAY 1002 N.AND W. FOR 5.0 MI. TO A T-RD. N., TAKE MAIN TRAVELED
 PW0459'GRADED RD. N. 23.8 MI. TO TOP OF RIDGE AND STATION SITE.  STATION IS
 PW0459'132 FT. W. OF N.S. RD.
 PW0459'
 PW0459'STATION MARK - A STANDARD USGS TABLET SET IN A CONCRETE POST
 PW0459'PROJECTING 0.5 FT. ABOVE GROUND STAMPED --- CRAIN 1958 ---.
 PW0459'
 PW0459'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0415 ***********************************************************************
 PX0415  DESIGNATION -  CRATER
 PX0415  PID         -  PX0415
 PX0415  STATE/COUNTY-  WY/PARK
 PX0415  USGS QUAD   -  INDIAN PASS (1987)
 PX0415
 PX0415                         *CURRENT SURVEY CONTROL
 PX0415  ___________________________________________________________________
 PX0415* NAD 83(1993)-  44 24 46.61470(N)    109 02 57.47729(W)     ADJUSTED  
 PX0415* NAVD 88     -      1897.0    (meters)    6224.     (feet)  VERTCON   
 PX0415  ___________________________________________________________________
 PX0415  LAPLACE CORR-         -15.99  (seconds)                    DEFLEC99
 PX0415  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 PX0415
 PX0415  HORZ ORDER  -  THIRD
 PX0415
 PX0415.The horizontal coordinates were established by classical geodetic methods
 PX0415.and adjusted by the National Geodetic Survey in January 1997..
 PX0415
 PX0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0415
 PX0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0415
 PX0415.The geoid height was determined by GEOID03.
 PX0415
 PX0415;                    North         East     Units Scale Factor Converg.
 PX0415;SPC WYWC     -   434,675.325   576,162.959   MT  0.99994449   -0 12 34.0
 PX0415;UTM  12      - 4,919,590.357   655,307.548   MT  0.99989664   +1 21 55.5
 PX0415
 PX0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0415!SPC WYWC     -   0.99970442  x   0.99994449  =   0.99964893
 PX0415!UTM  12      -   0.99970442  x   0.99989664  =   0.99960109
 PX0415
 PX0415:                Primary Azimuth Mark                     Grid Az
 PX0415:SPC WYWC     -  CENTER                                   010 01 41.7
 PX0415:UTM  12      -  CENTER                                   008 27 12.2
 PX0415
 PX0415|---------------------------------------------------------------------|
 PX0415| PID    Reference Object                     Distance      Geod. Az  |
 PX0415|                                                           dddmmss.s |
 PX0415| PX0414 CENTER                              APPROX. 7.7 KM 0094907.7 |
 PX0415|---------------------------------------------------------------------|
 PX0415
 PX0415                          SUPERSEDED SURVEY CONTROL
 PX0415
 PX0415  NAD 83(1986)-  44 24 46.60400(N)    109 02 57.47036(W) AD(       ) 3
 PX0415  NAD 27      -  44 24 46.75781(N)    109 02 54.95700(W) AD(       ) 3
 PX0415  NGVD 29 (07/19/86) 1895.9    (m)         6220.     (f) VERT ANG       
 PX0415
 PX0415.Superseded values are not recommended for survey control.
 PX0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0415.See file dsdata.txt to determine how the superseded data were derived.
 PX0415
 PX0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5530819590(NAD 83)
 PX0415_MARKER: DD = SURVEY DISK
 PX0415_SETTING: 0 = UNSPECIFIED SETTING
 PX0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0415
 PX0415  HISTORY     - Date     Condition        Report By
 PX0415  HISTORY     - 1947     MONUMENTED       USGS
 PX0415
 PX0415                          STATION DESCRIPTION
 PX0415
 PX0415'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0415'STATION IS LOCATED ABOUT 13 MI. S. OF CODY, WYOMING, ABOUT 5 MI. NE.
 PX0415'OF THE HALFMOON OIL FIELD, ON A PROMINIENT AND THE HIGHEST LIMESTONE
 PX0415'HOGBACK ON THE DIVIDE BETWEEN SULPHUR CREEK AND SAGE CREEK.  STATION
 PX0415'IS NEAR THE W. END OF THE HOGBACK AND ABOUT 6 FT. W. OF A LONE TWIN
 PX0415'CEDAR BUSH, WHICH IS THE ONLY BUSH ON THE HOGBACK.  THE BUSH IS
 PX0415'VISABLE FOR MILES IN ALL DIRECTIONS.
 PX0415'
 PX0415'TO REACH STATION FROM THE POST OFFICE IN CODY, WYOMING, FOLLOW WYOMING
 PX0415'STATE HIGHWAY 420, S. 10.1 MI. TO INTERSECTION OF A GRADED RD. W. TURN
 PX0415'W. AND FOLLOW GRADED RD. FOR 1.3 MI. TO A RD. FORK LEFT.  TURN LEFT
 PX0415'AND FOLLOW TRACK RD. FOR 1.3 MI. TO A RD. FORK RIGHT, TURN RIGHT AND
 PX0415'FOLLOW RD. FOR 0.4 MI. TO A RD. FORK LEFT, TURN LEFT AND FOLLOW RD.
 PX0415'FOR 0.5 MI. TO A SADDLE.  LEAVE TRUCK IN SADDLE AND CLIMB OVER SMALL
 PX0415'HOGBACK DOWN INTO A SADDLE AND UP TO TOP OF NEXT HOGBACK AND STATION
 PX0415'LOCATION.
 PX0415'
 PX0415'STATION MARK - STANDARD STATION TABLET STAMPED ---CRATER 1947--- AND
 PX0415'CEMENTED IN UPTURNED LEDGE OF THE HOGBACK.
 PX0415'
 PX0415'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED ---NO.1---
 PX0415'AND CEMENTED IN TOP OF UPTURNED LEDGE OF HOGBACK 72.25 FT. FROM
 PX0415'STATION, N 66 DEG 07 MIN W.
 PX0415'
 PX0415'REFEENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED --- NO.2 ---
 PX0415'AND CEMENTED IN A ROCK OUTCROP ON THE S. FLANK OF THE HOGBACK 11.58
 PX0415'FT. FROM STATION, N 39 DEG 20 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0762 ***********************************************************************
 MR0762  DESIGNATION -  CRAVEN
 MR0762  PID         -  MR0762
 MR0762  STATE/COUNTY-  WY/LINCOLN
 MR0762  USGS QUAD   -  OPAL (1969)
 MR0762
 MR0762                         *CURRENT SURVEY CONTROL
 MR0762  ___________________________________________________________________
 MR0762* NAD 83(1993)-  41 46 44.51583(N)    110 19 01.41615(W)     ADJUSTED  
 MR0762* NAVD 88     -      2108.1    (meters)    6916.     (feet)  VERTCON   
 MR0762  ___________________________________________________________________
 MR0762  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 MR0762  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 MR0762
 MR0762  HORZ ORDER  -  SECOND
 MR0762
 MR0762.The horizontal coordinates were established by classical geodetic methods
 MR0762.and adjusted by the National Geodetic Survey in January 1997..
 MR0762
 MR0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0762
 MR0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0762
 MR0762.The geoid height was determined by GEOID03.
 MR0762
 MR0762;                    North         East     Units Scale Factor Converg.
 MR0762;SPC WY W     -   242,062.507   780,569.924   MT  0.99994214   -0 09 20.6
 MR0762;UTM  12      - 4,625,468.260   556,754.868   MT  0.99963964   +0 27 18.1
 MR0762
 MR0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0762!SPC WY W     -   0.99967174  x   0.99994214  =   0.99961390
 MR0762!UTM  12      -   0.99967174  x   0.99963964  =   0.99931150
 MR0762
 MR0762|---------------------------------------------------------------------|
 MR0762| PID    Reference Object                     Distance      Geod. Az  |
 MR0762|                                                           dddmmss.s |
 MR0762| CP4770 CRAVEN RM 1                          23.373 METERS 08641     |
 MR0762| CP4771 CRAVEN RM 2                          19.956 METERS 17307     |
 MR0762| CP4769 CRAVEN AZ MK                                       2583123.2 |
 MR0762| MR0839 KEMMERER MTN STS TEL MICROWAVE      APPROX.16.8 KM 2925341.9 |
 MR0762|---------------------------------------------------------------------|
 MR0762
 MR0762                          SUPERSEDED SURVEY CONTROL
 MR0762
 MR0762  NAD 83(1986)-  41 46 44.50784(N)    110 19 01.41120(W) AD(       ) 2
 MR0762  NAD 27      -  41 46 44.68970(N)    110 18 58.82900(W) AD(       ) 2
 MR0762  NGVD 29 (07/19/86) 2106.7    (m)         6912.     (f) VERT ANG       
 MR0762
 MR0762.Superseded values are not recommended for survey control.
 MR0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0762.See file dsdata.txt to determine how the superseded data were derived.
 MR0762
 MR0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM5675525468(NAD 83)
 MR0762_MARKER: DS = TRIANGULATION STATION DISK
 MR0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0762+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2006
 MR0762
 MR0762  HISTORY     - Date     Condition        Report By
 MR0762  HISTORY     - 1962     MONUMENTED       CGS
 MR0762  HISTORY     - 20060430 GOOD             WYPLS
 MR0762
 MR0762                          STATION DESCRIPTION
 MR0762
 MR0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0762'STATION IS ON A HIGH SAGE BRUSH COVERED RIDGE, ABOUT 11-1/2 MILES
 MR0762'EAST OF KEMMERER, 4 MILES SOUTH-SOUTHWEST OF CRAVEN CREEK AND
 MR0762'1/2 MILE NORTHEAST OF OPAL.
 MR0762'
 MR0762'TO REACH FROM THE RAILROAD DEPOT IN OPAL.  GO NORTHWEST ON
 MR0762'A GRAVELED ROAD, JUST WEST OF THE OPAL HOTEL FOR 0.75 MILE TO A
 MR0762'SIDE ROAD RIGHT AT THE TOP OF HILL.  TURN RIGHT, EASTERLY, UP HILL
 MR0762'ON TRACK ROAD FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK,
 MR0762'EASTERLY ALONG THE NORTH EDGE OF MESA FOR 0.3 MILE TO A CROSS
 MR0762'ROAD UNDER A TELEPHONE LINE AND AZIMUTH MARK ON THE RIGHT.
 MR0762'CONTINUE AHEAD ON THE MAIN ROAD FOR 0.25 MILE TO THE STATION
 MR0762'ON THE RIGHT.
 MR0762'
 MR0762'STATION MARKS ARE STANDARD DISKS, STAMPED CRAVEN 1962.  THE
 MR0762'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MR0762'POST PROJECTING 2 INCHES.  THE UNDERGROUND DISK IS SET IN AN
 MR0762'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND.  IT
 MR0762'IS 42 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD AND 3.5 FEET
 MR0762'SOUTHWEST OF A WITNESS POST.
 MR0762'
 MR0762'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRAVEN NO 1 1962,
 MR0762'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0762'2 INCHES.  IT IS 38 FEET SOUTH OF THE CENTERLINE OF THE
 MR0762'TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0762'
 MR0762'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRAVEN NO 2 1962,
 MR0762'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0762'4 INCHES.  IT IS 106 FEET SOUTH OF THE CENTERLINE OF THE
 MR0762'TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0762'
 MR0762'AZIMUTH MARK IS A STANDARD DISK, STAMPED CRAVEN 1962, SET IN
 MR0762'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 MR0762'IT IS 192 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 13
 MR0762'FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 2.6 FEET SOUTH
 MR0762'OF A WITNESS POST AND 2 FEET NORTH OF A TELEPHONE LINE POLE.
 MR0762'
 MR0762'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 97.69 FEET OR 29.777
 MR0762'METERS.
 MR0762
 MR0762                          STATION RECOVERY (2006)
 MR0762
 MR0762'RECOVERY NOTE BY WYOMING PROFESSIONAL LAND SURVEYOR 2006 (JLS)
 MR0762'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1246 ***********************************************************************
 PY1246  DESIGNATION -  CRAWFISH
 PY1246  PID         -  PY1246
 PY1246  STATE/COUNTY-  WY/TETON
 PY1246  USGS QUAD   -  LEWIS CANYON (1996)
 PY1246
 PY1246                         *CURRENT SURVEY CONTROL
 PY1246  ___________________________________________________________________
 PY1246* NAD 83(1993)-  44 13 40.80068(N)    110 44 50.30637(W)     ADJUSTED  
 PY1246* NAVD 88     -      2651.1    (meters)    8698.     (feet)  VERTCON   
 PY1246  ___________________________________________________________________
 PY1246  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 PY1246  GEOID HEIGHT-          -8.71  (meters)                     GEOID03
 PY1246
 PY1246  HORZ ORDER  -  THIRD
 PY1246
 PY1246.The horizontal coordinates were established by classical geodetic methods
 PY1246.and adjusted by the National Geodetic Survey in January 1997..
 PY1246
 PY1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1246
 PY1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1246
 PY1246.The geoid height was determined by GEOID03.
 PY1246
 PY1246;                    North         East     Units Scale Factor Converg.
 PY1246;SPC WY W     -   514,296.256   746,952.817   MT  0.99997210   -0 27 47.3
 PY1246;UTM  12      - 4,897,227.869   520,181.668   MT  0.99960501   +0 10 34.5
 PY1246
 PY1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1246!SPC WY W     -   0.99958584  x   0.99997210  =   0.99955795
 PY1246!UTM  12      -   0.99958584  x   0.99960501  =   0.99919101
 PY1246
 PY1246:                Primary Azimuth Mark                     Grid Az
 PY1246:SPC WY W     -  BOUNDARY MON 15 M WY YNP                 130 17 46.8
 PY1246:UTM  12      -  BOUNDARY MON 15 M WY YNP                 129 39 25.0
 PY1246
 PY1246|---------------------------------------------------------------------|
 PY1246| PID    Reference Object                     Distance      Geod. Az  |
 PY1246|                                                           dddmmss.s |
 PY1246| PY1241 BOUNDARY MON 15 M WY YNP            APPROX.16.5 KM 1294959.5 |
 PY1246|---------------------------------------------------------------------|
 PY1246
 PY1246                          SUPERSEDED SURVEY CONTROL
 PY1246
 PY1246  NAD 83(1993)-  44 13 40.79512(N)    110 44 50.30470(W) AD(       ) 3
 PY1246  NAD 83(1986)-  44 13 40.79304(N)    110 44 50.29005(W) AD(       ) 3
 PY1246  NAD 27      -  44 13 41.01266(N)    110 44 47.51015(W) AD(       ) 3
 PY1246  NGVD 29 (07/19/86) 2649.7    (m)         8693.     (f) VERT ANG       
 PY1246
 PY1246.Superseded values are not recommended for survey control.
 PY1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1246.See file dsdata.txt to determine how the superseded data were derived.
 PY1246
 PY1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2018297228(NAD 83)
 PY1246_MARKER: DD = SURVEY DISK
 PY1246_SETTING: 0 = UNSPECIFIED SETTING
 PY1246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1246
 PY1246  HISTORY     - Date     Condition        Report By
 PY1246  HISTORY     - 1955     MONUMENTED       USGS
 PY1246
 PY1246                          STATION DESCRIPTION
 PY1246
 PY1246'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1246'STATION LOCATED ABOUT 7 MI. (AIRLINE) NW. FROM THE S. GATE OF
 PY1246'YELLOWSTONE PARK, WYOMING, ABOUT 6 MI. SW. OF THE EXIT OF LEWIS
 PY1246'LAKE IN YELLOWSTONE PARK, WYOMING, ON THE E. RIM OF THE PITCHSTONE
 PY1246'PLATEAU, AND ABOUT 0.5 MI. W. OF PHANTOM CAMP SITE.
 PY1246'
 PY1246'TO REACH STATION FROM THE S. GATE OF YELLOWSTONE PARK, WYOMING, GO
 PY1246'N. ABOUT 8 MI. ALONG HIGHWAY TO RD. CAMP ON LEFT AND END OF TRUCK
 PY1246'TRAVEL.  HIKE W. ALONG TRAIL 6.0 MI. TO FIRST DRAIN WITH WATER AND
 PY1246'MEADOW.  CONTINUE ABOUT HALF WAY UP AND GO W. TO TOP OF RIDGE AND
 PY1246'BM ---53 RDS 1955---, CONTINUE W. ABOUT 1500 FT. TO A SMALL TOP AND
 PY1246'STATION, ON S. SLOPE AND ABOUT 1 FT. LOWER THAN TOP.
 PY1246'
 PY1246'STATION MARK--STANDARD TABLET, IN 3/4 IN. IRON PIPE PROJECTING 0.2
 PY1246'FT., AND STAMPED ---CRAWFISH 1955---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0505 ***********************************************************************
 MQ0505  DESIGNATION -  CREEK
 MQ0505  PID         -  MQ0505
 MQ0505  STATE/COUNTY-  WY/SWEETWATER
 MQ0505  USGS QUAD   -  ANTELOPE KNOLL (1964)
 MQ0505
 MQ0505                         *CURRENT SURVEY CONTROL
 MQ0505  ___________________________________________________________________
 MQ0505* NAD 83(1993)-  41 28 31.54857(N)    109 52 33.42517(W)     ADJUSTED  
 MQ0505* NAVD 88     -      1986.3    (meters)    6517.     (feet)  VERTCON   
 MQ0505  ___________________________________________________________________
 MQ0505  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 MQ0505  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 MQ0505
 MQ0505  HORZ ORDER  -  SECOND
 MQ0505
 MQ0505.The horizontal coordinates were established by classical geodetic methods
 MQ0505.and adjusted by the National Geodetic Survey in January 1997..
 MQ0505
 MQ0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0505
 MQ0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0505
 MQ0505.The geoid height was determined by GEOID03.
 MQ0505
 MQ0505;                    North         East     Units Scale Factor Converg.
 MQ0505;SPC WYWC     -   108,930.370   505,956.967   MT  1.00004630   -0 44 44.8
 MQ0505;UTM  12      - 4,592,146.269   593,852.409   MT  0.99970840   +0 44 40.2
 MQ0505
 MQ0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0505!SPC WYWC     -   0.99969090  x   1.00004630  =   0.99973718
 MQ0505!UTM  12      -   0.99969090  x   0.99970840  =   0.99939939
 MQ0505
 MQ0505|---------------------------------------------------------------------|
 MQ0505| PID    Reference Object                     Distance      Geod. Az  |
 MQ0505|                                                           dddmmss.s |
 MQ0505| CP4773 CREEK RM 1                            9.583 METERS 01223     |
 MQ0505| MQ0504 T17N R110W SECS 6 7 1/4 COR          23.350 METERS 11510     |
 MQ0505| CP4774 CREEK RM 2                           17.946 METERS 12214     |
 MQ0505| CP4772 CREEK AZ MK                                        2125055.7 |
 MQ0505| MQ0524 LITTLE AMERICA N STANDPIPE          APPROX. 8.2 KM 3542156.6 |
 MQ0505|---------------------------------------------------------------------|
 MQ0505
 MQ0505                          SUPERSEDED SURVEY CONTROL
 MQ0505
 MQ0505  NAD 83(1986)-  41 28 31.53957(N)    109 52 33.41306(W) AD(       ) 2
 MQ0505  NAD 27      -  41 28 31.68760(N)    109 52 30.90260(W) AD(       ) 2
 MQ0505  NGVD 29 (07/19/86) 1985.0    (m)         6512.     (f) VERT ANG       
 MQ0505
 MQ0505.Superseded values are not recommended for survey control.
 MQ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0505.See file dsdata.txt to determine how the superseded data were derived.
 MQ0505
 MQ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL9385292146(NAD 83)
 MQ0505_MARKER: DS = TRIANGULATION STATION DISK
 MQ0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0505
 MQ0505  HISTORY     - Date     Condition        Report By
 MQ0505  HISTORY     - 1962     MONUMENTED       CGS
 MQ0505
 MQ0505                          STATION DESCRIPTION
 MQ0505
 MQ0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0505'THE STATION IS LOCATED ON THE NORTHEAST END OF A LONG FLAT
 MQ0505'TOP RIDGE THAT IS PARTLY COVERED WITH SAGE BRUSH.  IT IS
 MQ0505'21-1/2 MILES WEST SOUTHWEST OF GREEN RIVER, 5 MILES SOUTH
 MQ0505'OF LITTLE AMERICA AND 1-1/2 MILES SOUTHEAST OF A CREEK.
 MQ0505'
 MQ0505'TO REACH THE STATION FROM LITTLE AMERICA, GO WEST ON U.S.
 MQ0505'HIGHWAY 30 FOR 0.5 MILE TO THE JUNCTION OF U.S. HIGHWAY 30N
 MQ0505'AND 30S.  TAKE THE LEFT FORK U.S. HIGHWAY 30S FOR 3.0 MILES
 MQ0505'TO A CROSSROAD, TURN LEFT OFF THE HIGHWAY AND GO SOUTHEASTERLY
 MQ0505'ON A ROUGH BLADED ROAD FOR 0.45 MILE TO A SMALL WOODEN BRIDGE,
 MQ0505'CROSS OVER AND CONTINUE SOUTHEASTERLY FOR 0.6 MILE TO WHERE
 MQ0505'THE ROAD CROSSES A WASH.  CROSS THE WASH AND CONTINUE
 MQ0505'SOUTHEASTERLY FOR 0.85 MILE TO A SIDE ROAD LEADING NORTH.
 MQ0505'CONTINUE AHEAD SOUTHEASTERLY FOR 0.9 MILE TO A T-ROAD,
 MQ0505'TURN RIGHT AND GO SOUTHERLY FOR 0.15 MILES TO WHERE THE
 MQ0505'ROAD CROSSES A WASH.  CROSS THE WASH AND CONTINUE
 MQ0505'SOUTHERLY FOR 1.65 MILES TO WHERE THE ROAD CROSSES
 MQ0505'ANOTHER WASH.  CROSS THE WASH AND CONTINUE SOUTHERLY
 MQ0505'FOR 0.45 MILE TO WHERE THE ROAD CROSSES A DRY CREEK BED.
 MQ0505'CROSS THE CREEK BED AND CONTINUE SOUTHERLY ON THE MAIN ROAD
 MQ0505'FOR 0.8 MILE TO A FORK AT THE WEST END OF THE RIDGE.
 MQ0505'TAKE THE LEFT FORK A TRACK ROAD AND CROSS OVER A PIPE
 MQ0505'LINE JUST NORTH OF A GAS VALVE WITH A SIGN 6 - 1 ON THE
 MQ0505'TOP OF THE VALVE, FOR 0.4 MILE.  HERE TURN LEFT ACROSS
 MQ0505'COUNTRY FOR 0.15 MILE TO THE TOP OF THE RIDGE.  HERE TURN
 MQ0505'RIGHT AND FOLLOW THE RIDGE EASTERLY TO THE EAST END OF THE
 MQ0505'RIDGE FOR 1.2 MILES TO THE STATION.  THERE ARE TWO DETACHED
 MQ0505'PARTS TO THE RIDGE THAT ARE ABOUT THE SAME ELEVATION TO THE
 MQ0505'SOUTHEAST OF THE STATION.  A 4-WHEEL DRIVE VEHICLE SHOULD BE
 MQ0505'USED TO DRIVE TO THE STATION.
 MQ0505'
 MQ0505'THE STATION MARK IS A STANDARD DISK, STAMPED CREEK 1962,
 MQ0505'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0505'6 INCHES.  IT IS 4.5 FEET NORTHEAST OF THE WITNESS POST, 85
 MQ0505'FEET WEST OF WHERE THE MESA DROPS OFF SHARP TO THE SOUTHEAST
 MQ0505'AND 95 FEET NORTHEAST OF WHERE THE MESA DRAINS TO THE SOUTHWEST.
 MQ0505'
 MQ0505'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CREEK NO 1 1962,
 MQ0505'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0505'6 INCHES.  IT IS THE SAME ELEVATION AS THE STATION MARK.
 MQ0505'
 MQ0505'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CREEK NO 2 1962,
 MQ0505'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0505'6 INCHES.  IT IS 1 FOOT LOWER THAN THE STATION MARK.
 MQ0505'
 MQ0505'A U.S. GENERAL LAND OFFICE SURVEY MARK, STAMPED 1/4 S6 S7
 MQ0505'1912, A 2 INCH CAP ON A 1 INCH PIPE THAT PROJECTS 16 INCHES.
 MQ0505'IT IS 1 FOOT LOWER THAN THE STATION MARK AND 10 FEET WEST
 MQ0505'OF WHERE THE MESA DROPS OFF TO THE EAST.
 MQ0505'
 MQ0505'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CREEK 1962, SET
 MQ0505'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5
 MQ0505'INCHES.  IT IS 3 FEET EAST OF A WITNESS POST AND SET ON A
 MQ0505'FLAT MESA ABOUT 20 FEET EAST OF WHERE IT DROPS OFF SHARP
 MQ0505'TO THE WEST.  THE MARK IS 0.5 MILE BEFORE REACHING THE STATION
 MQ0505'ON THE WEST SIDE OF THE MESA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0283 ***********************************************************************
 NS0283  DESIGNATION -  CREEKS
 NS0283  PID         -  NS0283
 NS0283  STATE/COUNTY-  WY/FREMONT
 NS0283  USGS QUAD   -  HALLS MEADOW SPRING (1986)
 NS0283
 NS0283                         *CURRENT SURVEY CONTROL
 NS0283  ___________________________________________________________________
 NS0283* NAD 83(1993)-  42 28 03.88624(N)    109 01 09.30685(W)     ADJUSTED  
 NS0283* NAVD 88     -      2414.1    (meters)    7920.     (feet)  VERTCON   
 NS0283  ___________________________________________________________________
 NS0283  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 NS0283  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 NS0283
 NS0283  HORZ ORDER  -  THIRD
 NS0283
 NS0283.The horizontal coordinates were established by classical geodetic methods
 NS0283.and adjusted by the National Geodetic Survey in January 1997..
 NS0283
 NS0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0283
 NS0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0283
 NS0283.The geoid height was determined by GEOID03.
 NS0283
 NS0283;                    North         East     Units Scale Factor Converg.
 NS0283;SPC WYWC     -   218,565.826   577,857.765   MT  0.99994353   -0 10 54.5
 NS0283;UTM  12      - 4,703,612.474   662,836.953   MT  0.99992625   +1 20 15.5
 NS0283
 NS0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0283!SPC WYWC     -   0.99962332  x   0.99994353  =   0.99956687
 NS0283!UTM  12      -   0.99962332  x   0.99992625  =   0.99954959
 NS0283
 NS0283:                Primary Azimuth Mark                     Grid Az
 NS0283:SPC WYWC     -  SKULL                                    187 41 39.0
 NS0283:UTM  12      -  SKULL                                    186 10 29.0
 NS0283
 NS0283|---------------------------------------------------------------------|
 NS0283| PID    Reference Object                     Distance      Geod. Az  |
 NS0283|                                                           dddmmss.s |
 NS0283| NS0284 SKULL                               APPROX. 5.3 KM 1873044.5 |
 NS0283|---------------------------------------------------------------------|
 NS0283
 NS0283                          SUPERSEDED SURVEY CONTROL
 NS0283
 NS0283  NAD 83(1986)-  42 28 03.86881(N)    109 01 09.30577(W) AD(       ) 3
 NS0283  NAD 27      -  42 28 04.03744(N)    109 01 06.87654(W) AD(       ) 3
 NS0283  NGVD 29 (07/19/86) 2412.8    (m)         7916.     (f) VERT ANG       
 NS0283
 NS0283.Superseded values are not recommended for survey control.
 NS0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0283.See file dsdata.txt to determine how the superseded data were derived.
 NS0283
 NS0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6283703612(NAD 83)
 NS0283_MARKER: DD = SURVEY DISK
 NS0283_SETTING: 66 = SET IN ROCK OUTCROP
 NS0283_SP_SET: SET IN ROCK OUTCROP
 NS0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0283+STABILITY: POSITION/ELEVATION WELL
 NS0283
 NS0283  HISTORY     - Date     Condition        Report By
 NS0283  HISTORY     - 1951     MONUMENTED       USGS
 NS0283
 NS0283                          STATION DESCRIPTION
 NS0283
 NS0283'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0283'LOCATED ABOUT 9.0 MI. AIRLINE W. OF U.S. HIGHWAY 28 AND ABOUT 1.0 MI.
 NS0283'AIRLINE  E. OF SWEETWATER RIVER.
 NS0283'
 NS0283'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 28 AND SWEETWATER RIVER S.
 NS0283'OF NEW SOUTH PASS, WYOMING, GO SOUTH ON HIGHWAY 0.8 MI. TO RD. W.
 NS0283'TURN RIGHT W. GO 5.6 MI. TO A CROSSROAD, TAKE RIGHT FORK,  GO 1.0 MI.
 NS0283'TO SWEETWATER RIVER.  FORD RIVER AND GO ABOUT 0.7 MI. ACROSS MEADOW
 NS0283'AND TO A DRAIN FORK.  GO CROSS COUNTRY E. UP SLOPE TO TOP AND STATION
 NS0283'SITE.
 NS0283'
 NS0283'STATION MARK - STANDARD BRONZE TABLET CEMENTED INTO SOLID ROCK
 NS0283'OUTCROP, STAMPED ---WR CREEKS 1951 7918---.
 NS0283'
 NS0283'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1217 ***********************************************************************
 PY1217  DESIGNATION -  CRESCENT
 PY1217  PID         -  PY1217
 PY1217  STATE/COUNTY-  WY/PARK
 PY1217  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1217
 PY1217                         *CURRENT SURVEY CONTROL
 PY1217  ___________________________________________________________________
 PY1217* NAD 83(1993)-  44 56 15.07319(N)    110 28 10.59024(W)     ADJUSTED  
 PY1217* NAVD 88     -      2407.4    (meters)    7898.     (feet)  VERTCON   
 PY1217  ___________________________________________________________________
 PY1217  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 PY1217  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY1217
 PY1217  HORZ ORDER  -  THIRD
 PY1217
 PY1217.The horizontal coordinates were established by classical geodetic methods
 PY1217.and adjusted by the National Geodetic Survey in January 1997..
 PY1217
 PY1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1217
 PY1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1217
 PY1217.The geoid height was determined by GEOID03.
 PY1217
 PY1217;                    North         East     Units Scale Factor Converg.
 PY1217;SPC WYWC     -   494,360.217   464,275.452   MT  1.00016394   -1 12 53.3
 PY1217;UTM  12      - 4,976,146.556   541,848.380   MT  0.99962153   +0 22 28.7
 PY1217
 PY1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1217!SPC WYWC     -   0.99962402  x   1.00016394  =   0.99978790
 PY1217!UTM  12      -   0.99962402  x   0.99962153  =   0.99924569
 PY1217
 PY1217:                Primary Azimuth Mark                     Grid Az
 PY1217:SPC WYWC     -  WASHBURN                                 170 54 18.3
 PY1217:UTM  12      -  WASHBURN                                 169 18 56.3
 PY1217
 PY1217|---------------------------------------------------------------------|
 PY1217| PID    Reference Object                     Distance      Geod. Az  |
 PY1217|                                                           dddmmss.s |
 PY1217| PY1215 WASHBURN                            APPROX.15.8 KM 1694125.0 |
 PY1217|---------------------------------------------------------------------|
 PY1217
 PY1217                          SUPERSEDED SURVEY CONTROL
 PY1217
 PY1217  NAD 83(1993)-  44 56 15.07290(N)    110 28 10.59048(W) AD(       ) 3
 PY1217  NAD 83(1986)-  44 56 15.06418(N)    110 28 10.57768(W) AD(       ) 3
 PY1217  NAD 27      -  44 56 15.29680(N)    110 28 07.84473(W) AD(       ) 3
 PY1217  NGVD 29 (07/19/86) 2406.1    (m)         7894.     (f) VERT ANG       
 PY1217
 PY1217.Superseded values are not recommended for survey control.
 PY1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1217.See file dsdata.txt to determine how the superseded data were derived.
 PY1217
 PY1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4184876147(NAD 83)
 PY1217_MARKER: I = METAL ROD
 PY1217_SETTING: 0 = UNSPECIFIED SETTING
 PY1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1217
 PY1217  HISTORY     - Date     Condition        Report By
 PY1217  HISTORY     - 1955     MONUMENTED       USGS
 PY1217
 PY1217                          STATION DESCRIPTION
 PY1217
 PY1217'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1217'STATION LOCATED ON HIGHEST POINT OF CRESCENT HILL, LOCATED ABOUT 13
 PY1217'MI. (AIRLINE) SE. OF MAMMOTH HOT SPRINGS IN YELLOWSTONE PARK.
 PY1217'
 PY1217'STATION MARK--COPPERWELD ROD, PROJECTING 2.0 FT. ABOVE GROUND SURFACE.
 PY1217'
 PY1217'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0382 ***********************************************************************
 OW0382  DESIGNATION -  CRESCENT MTN
 OW0382  PID         -  OW0382
 OW0382  STATE/COUNTY-  WY/PARK
 OW0382  USGS QUAD   -  SHOSHONE PASS (1991)
 OW0382
 OW0382                         *CURRENT SURVEY CONTROL
 OW0382  ___________________________________________________________________
 OW0382* NAD 83(1993)-  43 50 13.17715(N)    109 50 59.75897(W)     ADJUSTED  
 OW0382* NAVD 88     -      3467.4    (meters)   11376.     (feet)  VERTCON   
 OW0382  ___________________________________________________________________
 OW0382  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 OW0382  GEOID HEIGHT-          -7.47  (meters)                     GEOID03
 OW0382
 OW0382  HORZ ORDER  -  THIRD
 OW0382
 OW0382.The horizontal coordinates were established by classical geodetic methods
 OW0382.and adjusted by the National Geodetic Survey in January 1997..
 OW0382
 OW0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0382
 OW0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0382
 OW0382.The geoid height was determined by GEOID03.
 OW0382
 OW0382;                    North         East     Units Scale Factor Converg.
 OW0382;SPC WYWC     -   371,226.827   511,542.680   MT  1.00003371   -0 45 42.7
 OW0382;UTM  12      - 4,854,411.080   592,457.926   MT  0.99970514   +0 47 47.8
 OW0382
 OW0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0382!SPC WYWC     -   0.99945775  x   1.00003371  =   0.99949144
 OW0382!UTM  12      -   0.99945775  x   0.99970514  =   0.99916305
 OW0382
 OW0382:                Primary Azimuth Mark                     Grid Az
 OW0382:SPC WYWC     -  ROUND                                    127 06 49.2
 OW0382:UTM  12      -  ROUND                                    125 33 18.7
 OW0382
 OW0382|---------------------------------------------------------------------|
 OW0382| PID    Reference Object                     Distance      Geod. Az  |
 OW0382|                                                           dddmmss.s |
 OW0382| OW0381 ROUND                               APPROX. 9.3 KM 1262106.5 |
 OW0382|---------------------------------------------------------------------|
 OW0382
 OW0382                          SUPERSEDED SURVEY CONTROL
 OW0382
 OW0382  NAD 83(1986)-  43 50 13.16610(N)    109 50 59.74744(W) AD(       ) 3
 OW0382  NAD 27      -  43 50 13.33458(N)    109 50 57.13611(W) AD(       ) 3
 OW0382  NGVD 29 (07/19/86) 3465.8    (m)        11371.     (f) VERT ANG       
 OW0382
 OW0382.Superseded values are not recommended for survey control.
 OW0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0382.See file dsdata.txt to determine how the superseded data were derived.
 OW0382
 OW0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP9245854411(NAD 83)
 OW0382_MARKER: DD = SURVEY DISK
 OW0382_SETTING: 66 = SET IN ROCK OUTCROP
 OW0382_SP_SET: SET IN ROCK OUTCROP
 OW0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0382+STABILITY: POSITION/ELEVATION WELL
 OW0382
 OW0382  HISTORY     - Date     Condition        Report By
 OW0382  HISTORY     - 1954     MONUMENTED       USGS
 OW0382
 OW0382                          STATION DESCRIPTION
 OW0382
 OW0382'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0382'STATION IS LOCATED ABOUT 23 AIR MI. NNW. FROM DUBOIS, WYOMING, ON THE
 OW0382'HIGHEST POINT OF CRESCENT MOUNTAIN.
 OW0382'
 OW0382'FROM DUBOIS, WYOMING, GO 9.5 MI. NW. ALONG U.S. HIGHWAY 287 AND GO
 OW0382'ABOUT 4 MI. N-NW. ALONG AN IMPROVED DIRT RD. WHICH FOLLOWS THE E. SIDE
 OW0382'OF DUNOIR CREEK, THEN RIGHT N. ABOUT 4 MI. ALONG AN UNIMPROVED DIRT
 OW0382'RD. TO TRAIL LAKE.  THIS IS THE END OF TRUCK TRAVEL.
 OW0382'THEN ABOUT 6 MI. N. ALONG TRAIL FOLLOWING THE E. SIDE OF THE E. FORK
 OW0382'OF DU NOIR CREEK TO SHOSHONE PASS.  GO WESTERLY FOLLOWING ALONG THE S.
 OW0382'RIM OF A LEDGE PAST THE S. EDGE OF CRESCENT MOUNTAIN, KEEPING BELOW
 OW0382'THE ROCKY TERRAIN GO NORTHERLY ALONG THE W. EDGE OF THE MOUNTAIN AND
 OW0382'START TO CLIMB FROM THE N. FACE OF THE HILL.  HORSES MAY BE TAKEN TO
 OW0382'WITHIN 0.25 MI. TO THE TOP.-10 MINUTE BACKPACK.- THIS POINT IS ABOUT 4
 OW0382'HOURS FROM TRAIL LAKE.
 OW0382'
 OW0382'STATION MARK - STANDARD TABLET SET IN PLACED ROCK, 1.0 FT. ABOVE
 OW0382'GROUND, STAMPED ---CRESCENT MTN. 1954---.
 OW0382'
 OW0382'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0401 ***********************************************************************
 OW0401  DESIGNATION -  CREST
 OW0401  PID         -  OW0401
 OW0401  STATE/COUNTY-  WY/HOT SPRINGS
 OW0401  USGS QUAD   -  KATES BASIN (1952)
 OW0401
 OW0401                         *CURRENT SURVEY CONTROL
 OW0401  ___________________________________________________________________
 OW0401* NAD 83(1993)-  43 34 05.49180(N)    108 36 38.24643(W)     ADJUSTED  
 OW0401* NAVD 88     -      2659.6    (meters)    8726.     (feet)  VERTCON   
 OW0401  ___________________________________________________________________
 OW0401  LAPLACE CORR-         -13.76  (seconds)                    DEFLEC99
 OW0401  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 OW0401
 OW0401  HORZ ORDER  -  THIRD
 OW0401
 OW0401.The horizontal coordinates were established by classical geodetic methods
 OW0401.and adjusted by the National Geodetic Survey in January 1997..
 OW0401
 OW0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0401
 OW0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0401
 OW0401.The geoid height was determined by GEOID03.
 OW0401
 OW0401;                    North         East     Units Scale Factor Converg.
 OW0401;SPC WYWC     -   340,784.440   611,258.870   MT  0.99993906   +0 05 45.8
 OW0401;UTM  12      - 4,826,688.477   692,952.842   MT  1.00005797   +1 38 50.3
 OW0401
 OW0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0401!SPC WYWC     -   0.99958495  x   0.99993906  =   0.99952403
 OW0401!UTM  12      -   0.99958495  x   1.00005797  =   0.99964289
 OW0401
 OW0401:                Primary Azimuth Mark                     Grid Az
 OW0401:SPC WYWC     -  BROOKS                                   336 03 36.8
 OW0401:UTM  12      -  BROOKS                                   334 30 32.3
 OW0401
 OW0401|---------------------------------------------------------------------|
 OW0401| PID    Reference Object                     Distance      Geod. Az  |
 OW0401|                                                           dddmmss.s |
 OW0401| OW0397 BROOKS                              APPROX. 6.7 KM 3360922.6 |
 OW0401|---------------------------------------------------------------------|
 OW0401
 OW0401                          SUPERSEDED SURVEY CONTROL
 OW0401
 OW0401  NAD 83(1986)-  43 34 05.48039(N)    108 36 38.25066(W) AD(       ) 3
 OW0401  NGVD 29 (11/06/89) 2658.5    (m)         8722.     (f) VERT ANG       
 OW0401
 OW0401.Superseded values are not recommended for survey control.
 OW0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0401.See file dsdata.txt to determine how the superseded data were derived.
 OW0401
 OW0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9295326688(NAD 83)
 OW0401_MARKER: DS = TRIANGULATION STATION DISK
 OW0401_SETTING: 0 = UNSPECIFIED SETTING
 OW0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0401
 OW0401  HISTORY     - Date     Condition        Report By
 OW0401  HISTORY     - 1950     MONUMENTED       USGS
 OW0401
 OW0401                          STATION DESCRIPTION
 OW0401
 OW0401'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0401'STATION LOCATED ON TOP OF HIGH ROCK ON TOP OF DIVIDE OF MAIN OWL CREEK
 OW0401'MOUNTAIN, APPROXIMATELY 200 YDS. E. OF DIRT RD. GOING OVER DIVIDE, IN
 OW0401'W. 1/2 SEC. 23, T 7 N, R 2 E.
 OW0401'
 OW0401'TO REACH FROM THERMOPOLIS, INTERSECTION U.S. HIGHWAY 20 AND STATE
 OW0401'HIGHWAY 120, PROCEED NW. ALONG STATE HIGHWAY 120 FOR 4.9 MI. TO BRIDGE
 OW0401'AND SIDE GRAVEL RD. TO LEFT (W.), TURN LEFT (W.) AND GO ALONG GRAVEL
 OW0401'RD. FOR 3.4 MI. TO FORK, TAKE LEFT FORK (W.) AND CONTINUE UP CANYON
 OW0401'FOR 5.1 MI. TO GATE, PASS THRU GATE, TURN LEFT (S.) VERY SHARP GO
 OW0401'ALONG OLD DIRT RD., PASSING OVER WOOD BRIDGE FOR 0.9 MI. TO
 OW0401'CATTLEGUARD, CONTINUE 1.5 MI. TO ANOTHER CATTLEGUARD, CONTINUE 1.5 MI.
 OW0401'TO ANOTHER CATTLEGUARD, CONTINUE 1.0 MI. TO DIM TRACK RD. RIGHT (W.),
 OW0401'TURN OFF MAIN RD. RIGHT (W.), GO 0.05 MI. TO GATE, PASS THRU GATE,
 OW0401'CONTINUE 1.0 MI. TO GATE, CONTINUE 0.6 MI. TO CABIN AND GATE, CONTINUE
 OW0401'0.1 MI. TO GATE, CONTINUE 0.05 MI. TO GATE, CONTINUE 1.1 MI. TO FORK,
 OW0401'TAKE RIGHT FORK STRAIGHT AHEAD AND GO 0.05 MI. TO FORK, TAKE LEFT
 OW0401'FORK (W.) AND GO 4.2 MI. TO GATE, PASS THRU GATE AND TAKE RIGHT FORK
 OW0401'AND GO 0.4 MI. TO GATE, CONTINUE 0.3 MI. TO FORK, TAKE LEFT FORK (S.)
 OW0401'AND GO 0.8 MI. TO TOP OF MAIN DIVIDE AND END OF TRUCK TRAVEL, STATION
 OW0401'LOCATED ON TOP OF HIGH ROCKY POINT TO S., ALONG TOP OF DIVIDE,
 OW0401'APPROXIMATELY 300 YDS. ON HIGHEST POINT.
 OW0401'
 OW0401'RECOVERED BY USGS IN 1952.
 OW0401'
 OW0401'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN BASE ROCK,
 OW0401'STAMPED---WR CREST, 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0678 ***********************************************************************
 MP0678  DESIGNATION -  CRESTON ATT MICROWAVE
 MP0678  PID         -  MP0678
 MP0678  STATE/COUNTY-  WY/SWEETWATER
 MP0678  USGS QUAD   -  CRESTON (1981)
 MP0678
 MP0678                         *CURRENT SURVEY CONTROL
 MP0678  ___________________________________________________________________
 MP0678* NAD 83(1993)-  41 44 42.49657(N)    107 49 33.36647(W)     ADJUSTED  
 MP0678* NAVD 88     -                                                        
 MP0678  ___________________________________________________________________
 MP0678  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 MP0678  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 MP0678
 MP0678  HORZ ORDER  -  THIRD
 MP0678
 MP0678.The horizontal coordinates were established by classical geodetic methods
 MP0678.and adjusted by the National Geodetic Survey in January 1997..
 MP0678
 MP0678
 MP0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0678
 MP0678.The geoid height was determined by GEOID03.
 MP0678
 MP0678;                    North         East     Units Scale Factor Converg.
 MP0678;SPC WYWC     -   138,684.441   676,859.792   MT  1.00001017   +0 36 55.0
 MP0678;UTM  13      - 4,625,339.775   265,020.256   MT  1.00027951   -1 52 56.7
 MP0678
 MP0678                          SUPERSEDED SURVEY CONTROL
 MP0678
 MP0678  NAD 83(1986)-  41 44 42.48403(N)    107 49 33.35777(W) AD(       ) 4
 MP0678  NAD 27      -  41 44 42.63908(N)    107 49 31.07462(W) AD(       ) 3
 MP0678
 MP0678.Superseded values are not recommended for survey control.
 MP0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0678.See file dsdata.txt to determine how the superseded data were derived.
 MP0678
 MP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG6502025340(NAD 83)
 MP0678_MARKER: 45 = MICROWAVE TOWER
 MP0678
 MP0678  HISTORY     - Date     Condition        Report By
 MP0678  HISTORY     - 1972     FIRST OBSERVED   NGS
 MP0678
 MP0678                          STATION DESCRIPTION
 MP0678
 MP0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MP0678'THE POINT INTERSECTED WAS THE TOP CENTER OF THE CRESTON, AMERICAN
 MP0678'TELEPHONE AND TELEGRAPH, MICROWAVE KOB 76, TOWER THAT IS LOCATED
 MP0678'ABOUT 9.5 MILES NORTHEAST OF WAMSUTTER, 5 MILES WEST-NORTHWEST OF
 MP0678'THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 789 AND
 MP0678'ALONG THE CONTINENTAL DIVIDE.  IT IS A FOUR LEGGED STRUCTURAL
 MP0678'STEEL TOWER, UNPAINTED, SUPPORTING TWO FAN SHAPED ANTENNAS FACING
 MP0678'TO THE WEST AND IS 75 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0679 ***********************************************************************
 MP0679  DESIGNATION -  CRESTON UPRR MICROWAVE
 MP0679  PID         -  MP0679
 MP0679  STATE/COUNTY-  WY/SWEETWATER
 MP0679  USGS QUAD   -  CRESTON (1981)
 MP0679
 MP0679                         *CURRENT SURVEY CONTROL
 MP0679  ___________________________________________________________________
 MP0679* NAD 83(1993)-  41 44 40.28095(N)    107 49 46.95681(W)     ADJUSTED  
 MP0679* NAVD 88     -                                                        
 MP0679  ___________________________________________________________________
 MP0679  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 MP0679  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 MP0679
 MP0679  HORZ ORDER  -  THIRD
 MP0679
 MP0679.The horizontal coordinates were established by classical geodetic methods
 MP0679.and adjusted by the National Geodetic Survey in January 1997..
 MP0679
 MP0679
 MP0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0679
 MP0679.The geoid height was determined by GEOID03.
 MP0679
 MP0679;                    North         East     Units Scale Factor Converg.
 MP0679;SPC WYWC     -   138,612.722   676,546.524   MT  1.00000958   +0 36 46.0
 MP0679;UTM  13      - 4,625,281.760   264,704.075   MT  1.00028135   -1 53 05.7
 MP0679
 MP0679                          SUPERSEDED SURVEY CONTROL
 MP0679
 MP0679  NAD 83(1986)-  41 44 40.26821(N)    107 49 46.94839(W) AD(       ) 4
 MP0679  NAD 27      -  41 44 40.42339(N)    107 49 44.66523(W) AD(       ) 3
 MP0679
 MP0679.Superseded values are not recommended for survey control.
 MP0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0679.See file dsdata.txt to determine how the superseded data were derived.
 MP0679
 MP0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG6470425282(NAD 83)
 MP0679_MARKER: 44 = MICROWAVE MAST
 MP0679
 MP0679  HISTORY     - Date     Condition        Report By
 MP0679  HISTORY     - 1972     FIRST OBSERVED   NGS
 MP0679
 MP0679                          STATION DESCRIPTION
 MP0679
 MP0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MP0679'THE POINT INTERSECTED WAS THE TOP CENTER OF THE CRESTON, UNION
 MP0679'PACIFIC RAILROAD MICROWAVE KBY 31, MAST THAT IS LOCATED ABOUT 9.5
 MP0679'MILES NORTHEAST OF WAMSUTTER, 5 MILES WEST-NORTHWEST OF THE
 MP0679'JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 789 AND ALONG
 MP0679'THE CONTINENTAL DIVIDE.  THE MAST IS SQUARE IN
 MP0679'CROSS-SECTION, UNPAINTED AND UNLIGHTED THAT SUPPORTS FOUR FAN
 MP0679'SHAPED ANTENNAS.  IT IS 60 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0631 ***********************************************************************
 NT0631  DESIGNATION -  CRETACEOUS
 NT0631  PID         -  NT0631
 NT0631  STATE/COUNTY-  WY/SUBLETTE
 NT0631  USGS QUAD   -  CRETACEOUS MOUNTAIN (1969)
 NT0631
 NT0631                         *CURRENT SURVEY CONTROL
 NT0631  ___________________________________________________________________
 NT0631* NAD 83(1993)-  42 25 27.17612(N)    110 19 49.82802(W)     ADJUSTED  
 NT0631* NAVD 88     -      2619.7    (meters)    8595.     (feet)  VERTCON   
 NT0631  ___________________________________________________________________
 NT0631  LAPLACE CORR-         -10.84  (seconds)                    DEFLEC99
 NT0631  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 NT0631
 NT0631  HORZ ORDER  -  THIRD
 NT0631
 NT0631.The horizontal coordinates were established by classical geodetic methods
 NT0631.and adjusted by the National Geodetic Survey in January 1997..
 NT0631
 NT0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0631
 NT0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0631
 NT0631.The geoid height was determined by GEOID03.
 NT0631
 NT0631;                    North         East     Units Scale Factor Converg.
 NT0631;SPC WY W     -   313,725.137   779,659.253   MT  0.99994259   -0 10 00.3
 NT0631;UTM  12      - 4,697,095.224   555,076.082   MT  0.99963732   +0 27 06.0
 NT0631
 NT0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0631!SPC WY W     -   0.99959123  x   0.99994259  =   0.99953385
 NT0631!UTM  12      -   0.99959123  x   0.99963732  =   0.99922870
 NT0631
 NT0631:                Primary Azimuth Mark                     Grid Az
 NT0631:SPC WY W     -  TULSA                                    175 31 04.0
 NT0631:UTM  12      -  TULSA                                    174 53 57.7
 NT0631
 NT0631|---------------------------------------------------------------------|
 NT0631| PID    Reference Object                     Distance      Geod. Az  |
 NT0631|                                                           dddmmss.s |
 NT0631| NT0634 TULSA                               APPROX.11.0 KM 1752103.7 |
 NT0631|---------------------------------------------------------------------|
 NT0631
 NT0631                          SUPERSEDED SURVEY CONTROL
 NT0631
 NT0631  NAD 83(1993)-  42 25 27.17340(N)    110 19 49.82793(W) AD(       ) 3
 NT0631  NAD 83(1986)-  42 25 27.16080(N)    110 19 49.82258(W) AD(       ) 3
 NT0631  NAD 27      -  42 25 27.38161(N)    110 19 47.21955(W) AD(       ) 3
 NT0631  NGVD 29 (07/19/86) 2618.2    (m)         8590.     (f) VERT ANG       
 NT0631
 NT0631.Superseded values are not recommended for survey control.
 NT0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0631.See file dsdata.txt to determine how the superseded data were derived.
 NT0631
 NT0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM5507697095(NAD 83)
 NT0631
 NT0631  HISTORY     - Date     Condition        Report By
 NT0631  HISTORY     - 1934     MONUMENTED       USGS
 NT0631  HISTORY     - 1969     GOOD             USGS
 NT0631
 NT0631                          STATION DESCRIPTION
 NT0631
 NT0631'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NT0631'RECOVERED AND REDESCRIBED AS FOLLOWS
 NT0631'
 NT0631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 189 AND STATE
 NT0631'HIGHWAY 1800 IN BIG PINEY, WYOMING, GO S. ON HIGHWAY 189 3.2 MI.,
 NT0631'LEAVE HIGHWAY AND GO WSW. ON A PAVED RD. 10.7 MI. TO A GRAVELED RD.
 NT0631'W.  TAKE GRAVELED RD. W. 3.0 MI. TO A RD. FORK, TAKE LEFT FORK 0.9
 NT0631'MI. TO A RD. FORK, TAKE LEFT FORK ALONG RIDGE 0.1 MI. TO FORK, THEN
 NT0631'LEFT 0.2 MI. TO RD. FORKS, TAKE THE RD. THAT GOES UP THE RIDGE 0.9
 NT0631'MI. TO AN OIL WELL AND END OF RD.  WITH FOUR WHEEL DRIVE TAKE DIM
 NT0631'TRAIL E. 0.2 MI. TO HIGHEST POINT AND STATION SITE.
 NT0631'
 NT0631'STATION MARK--STANDARD TABLET, CEMENTED IN TOP OF CONCRETE POST,
 NT0631'STAMPED ---CRETACEOUS-1934---.
 NT0631'
 NT0631'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 NT0631'BEDROCK 68.88 FT. FROM STATION, N 33 DEG 21 MIN E.
 NT0631'
 NT0631'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 NT0631'BEDROCK 37.00 FT. FROM STATION, N 52 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0402 ***********************************************************************
 OW0402  DESIGNATION -  CRKCC 1
 OW0402  PID         -  OW0402
 OW0402  STATE/COUNTY-  WY/HOT SPRINGS
 OW0402  USGS QUAD   -  BIRDSEYE PASS (1951)
 OW0402
 OW0402                         *CURRENT SURVEY CONTROL
 OW0402  ___________________________________________________________________
 OW0402* NAD 83(1993)-  43 28 59.83226(N)    108 06 29.83925(W)     ADJUSTED  
 OW0402* NAVD 88     -      2254.9    (meters)    7398.     (feet)  VERTCON   
 OW0402  ___________________________________________________________________
 OW0402  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 OW0402  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 OW0402
 OW0402  HORZ ORDER  -  THIRD
 OW0402
 OW0402.The horizontal coordinates were established by classical geodetic methods
 OW0402.and adjusted by the National Geodetic Survey in January 1997..
 OW0402
 OW0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0402
 OW0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0402
 OW0402.The geoid height was determined by GEOID03.
 OW0402
 OW0402;                    North         East     Units Scale Factor Converg.
 OW0402;SPC WYWC     -   331,542.392   651,910.608   MT  0.99997063   +0 26 29.8
 OW0402;UTM  12      - 4,818,547.857   733,848.334   MT  1.00027271   +1 59 26.9
 OW0402
 OW0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0402!SPC WYWC     -   0.99964855  x   0.99997063  =   0.99961919
 OW0402!UTM  12      -   0.99964855  x   1.00027271  =   0.99992116
 OW0402
 OW0402:                Primary Azimuth Mark                     Grid Az
 OW0402:SPC WYWC     -  COPPER RESET                             122 51 59.3
 OW0402:UTM  12      -  COPPER RESET                             121 19 02.2
 OW0402
 OW0402|---------------------------------------------------------------------|
 OW0402| PID    Reference Object                     Distance      Geod. Az  |
 OW0402|                                                           dddmmss.s |
 OW0402| OW0252 COPPER RESET                        APPROX. 7.3 KM 1231829.1 |
 OW0402|---------------------------------------------------------------------|
 OW0402
 OW0402                          SUPERSEDED SURVEY CONTROL
 OW0402
 OW0402  NAD 83(1986)-  43 28 59.81777(N)    108 06 29.84575(W) AD(       ) 3
 OW0402  NGVD 29 (11/06/89) 2254.0    (m)         7395.     (f) VERT ANG       
 OW0402
 OW0402.Superseded values are not recommended for survey control.
 OW0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0402.See file dsdata.txt to determine how the superseded data were derived.
 OW0402
 OW0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP3384818548(NAD 83)
 OW0402_MARKER: DS = TRIANGULATION STATION DISK
 OW0402_SETTING: 0 = UNSPECIFIED SETTING
 OW0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0402
 OW0402  HISTORY     - Date     Condition        Report By
 OW0402  HISTORY     - 1949     MONUMENTED       USGS
 OW0402
 OW0402                          STATION DESCRIPTION
 OW0402
 OW0402'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 OW0402'STATION IS LOCATED ABOUT 14 MI. SE. OF THERMOPOLIS, 16 MI. N. OF
 OW0402'SHOSHONI, AND 3 MI. E. OF THE BIG HORN RIVER.
 OW0402'
 OW0402'TO REACH FROM THE POST OFFICE IN THERMOPOLIS, GO W. 1 BLOCK TO U.S.
 OW0402'HIGHWAY 20, TURN LEFT AND GO S. ON U.S. HIGHWAY 20 FOR 4.1 MI. TO
 OW0402'BUFFALO CREEK RD., TURN LEFT AND GO E. 0.2 MI. TO RD. S., TURN RIGHT
 OW0402'AND GO S. 2.5 MI. TO A RD. FORK, TAKE LEFT FORK AND GO 0.3 MI. TO
 OW0402'FORK, TAKE RIGHT FORK AND GO 2.0 MI. TO A GATE, PASS THROUGH GATE AND
 OW0402'GO S. 1.4 MI. TO A RESERVOIR, CONTINUE 0.1 MI. TO A GATE, PASS THROUGH
 OW0402'GATE AND GO SE. 1.2 MI. TO A GATE, CONTINUE SE. 0.4 MI. TO A
 OW0402'RESERVOIR, PASS TO RIGHT OF RESERVOIR AND GO SE. 1.5 MI. TO A GATE,
 OW0402'PASS THROUGH GATE AND GO SE. AND E. 0.9 MI. TO A DRAIN, TURN RIGHT AND
 OW0402'GO SE. CROSS COUNTRY 0.3 MI. TO STATION.
 OW0402'
 OW0402'STATION MARK--STANDARD TABLET STAMPED---CRKCC 1 1949 VABM 7390---,
 OW0402'SET IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0646 ***********************************************************************
 PV0646  DESIGNATION -  CRMS 12
 PV0646  PID         -  PV0646
 PV0646  STATE/COUNTY-  WY/CROOK
 PV0646  USGS QUAD   -  GRASSHOPPER BUTTE (1984)
 PV0646
 PV0646                         *CURRENT SURVEY CONTROL
 PV0646  ___________________________________________________________________
 PV0646* NAD 83(1986)-  44 16 21.     (N)    104 50 13.     (W)     SCALED    
 PV0646* NAVD 88     -      1282.804  (meters)    4208.67   (feet)  ADJUSTED  
 PV0646  ___________________________________________________________________
 PV0646  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PV0646  DYNAMIC HT  -        1282.303 (meters)    4207.02  (feet)  COMP
 PV0646  MODELED GRAV-     980,182.1   (mgal)                       NAVD 88
 PV0646
 PV0646  VERT ORDER  -  FIRST     CLASS II
 PV0646
 PV0646.The horizontal coordinates were scaled from a topographic map and have
 PV0646.an estimated accuracy of +/- 6 seconds.
 PV0646
 PV0646.The orthometric height was determined by differential leveling
 PV0646.and adjusted by the National Geodetic Survey in September 1993..
 PV0646
 PV0646.The geoid height was determined by GEOID03.
 PV0646
 PV0646.The dynamic height is computed by dividing the NAVD 88
 PV0646.geopotential number by the normal gravity value computed on the
 PV0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0646.degrees latitude (g = 980.6199 gals.).
 PV0646
 PV0646.The modeled gravity was interpolated from observed gravity values.
 PV0646
 PV0646;                    North         East    Units  Estimated Accuracy
 PV0646;SPC WY E     -   419,080.      226,320.      MT  (+/- 180 meters Scaled)
 PV0646
 PV0646                          SUPERSEDED SURVEY CONTROL
 PV0646
 PV0646.No superseded survey control is available for this station.
 PV0646
 PV0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK130021(NAD 83)
 PV0646_MARKER: DD = SURVEY DISK
 PV0646_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0646+WITH SETTING: INFORMATION.
 PV0646_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0646_STAMPING: CRMS 12
 PV0646_MARK LOGO: WYHD  
 PV0646_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0646+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0646
 PV0646  HISTORY     - Date     Condition        Report By
 PV0646  HISTORY     - UNK      MONUMENTED       WYHD
 PV0646  HISTORY     - 19910828 GOOD             NGS
 PV0646
 PV0646                          STATION DESCRIPTION
 PV0646
 PV0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0646'10.8 KM (6.70 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 PV0646'JUNCTION WITH U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 33.2 M (108.9
 PV0646'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PV0646'2.2 M (7.2 FT) SOUTH OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT)
 PV0646'ABOVE THE LEVEL OF THE HIGHWAY, AND THE DISK PROJECTS 0.05 M (0.16
 PV0646'FT) ABOVE THE GROUND SURFACE.  NOTE--THE ROD DEPTH IS UNKNOWNWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0644 ***********************************************************************
 PV0644  DESIGNATION -  CRMS 15
 PV0644  PID         -  PV0644
 PV0644  STATE/COUNTY-  WY/CROOK
 PV0644  USGS QUAD   -  GRASSHOPPER BUTTE (1984)
 PV0644
 PV0644                         *CURRENT SURVEY CONTROL
 PV0644  ___________________________________________________________________
 PV0644* NAD 83(1986)-  44 16 32.     (N)    104 48 28.     (W)     SCALED    
 PV0644* NAVD 88     -      1264.594  (meters)    4148.92   (feet)  ADJUSTED  
 PV0644  ___________________________________________________________________
 PV0644  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 PV0644  DYNAMIC HT  -        1264.105 (meters)    4147.32  (feet)  COMP
 PV0644  MODELED GRAV-     980,187.0   (mgal)                       NAVD 88
 PV0644
 PV0644  VERT ORDER  -  FIRST     CLASS II
 PV0644
 PV0644.The horizontal coordinates were scaled from a topographic map and have
 PV0644.an estimated accuracy of +/- 6 seconds.
 PV0644
 PV0644.The orthometric height was determined by differential leveling
 PV0644.and adjusted by the National Geodetic Survey in September 1993..
 PV0644
 PV0644.The geoid height was determined by GEOID03.
 PV0644
 PV0644.The dynamic height is computed by dividing the NAVD 88
 PV0644.geopotential number by the normal gravity value computed on the
 PV0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0644.degrees latitude (g = 980.6199 gals.).
 PV0644
 PV0644.The modeled gravity was interpolated from observed gravity values.
 PV0644
 PV0644;                    North         East    Units  Estimated Accuracy
 PV0644;SPC WY E     -   419,430.      228,650.      MT  (+/- 180 meters Scaled)
 PV0644
 PV0644                          SUPERSEDED SURVEY CONTROL
 PV0644
 PV0644.No superseded survey control is available for this station.
 PV0644
 PV0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK153024(NAD 83)
 PV0644_MARKER: DD = SURVEY DISK
 PV0644_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0644+WITH SETTING: INFORMATION.
 PV0644_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0644_STAMPING: CRMS 15
 PV0644_MARK LOGO: WYHD  
 PV0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0644+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0644
 PV0644  HISTORY     - Date     Condition        Report By
 PV0644  HISTORY     - UNK      MONUMENTED       WYHD
 PV0644  HISTORY     - 19910828 GOOD             NGS
 PV0644
 PV0644                          STATION DESCRIPTION
 PV0644
 PV0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0644'13.2 KM (8.20 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0644'JUNCTION OF U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 48.5 M (159.1
 PV0644'FT) NORTHEAST OF THE NORTHEAST CORNER OF THE WESTBOUND BRIDGE
 PV0644'SPANNING WIND CREEK, 32.4 M (106.3 FT) NORTH OF THE CENTERLINE OF THE
 PV0644'WESTBOUND LANES OF THE HIGHWAY, 4.5 M (14.8 FT) SOUTHWEST OF A
 PV0644'Y-FENCE CORNER, 1.0 M (3.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE,
 PV0644'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE DISK IS FLUSH
 PV0644'WITH THE GROUND SURFACE.  NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0643 ***********************************************************************
 PV0643  DESIGNATION -  CRMS 18
 PV0643  PID         -  PV0643
 PV0643  STATE/COUNTY-  WY/CROOK
 PV0643  USGS QUAD   -  GRASSHOPPER BUTTE (1984)
 PV0643
 PV0643                         *CURRENT SURVEY CONTROL
 PV0643  ___________________________________________________________________
 PV0643* NAD 83(1986)-  44 16 38.     (N)    104 47 26.     (W)     SCALED    
 PV0643* NAVD 88     -      1297.208  (meters)    4255.92   (feet)  ADJUSTED  
 PV0643  ___________________________________________________________________
 PV0643  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 PV0643  DYNAMIC HT  -        1296.711 (meters)    4254.29  (feet)  COMP
 PV0643  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 PV0643
 PV0643  VERT ORDER  -  FIRST     CLASS II
 PV0643
 PV0643.The horizontal coordinates were scaled from a topographic map and have
 PV0643.an estimated accuracy of +/- 6 seconds.
 PV0643
 PV0643.The orthometric height was determined by differential leveling
 PV0643.and adjusted by the National Geodetic Survey in September 1993..
 PV0643
 PV0643.The geoid height was determined by GEOID03.
 PV0643
 PV0643.The dynamic height is computed by dividing the NAVD 88
 PV0643.geopotential number by the normal gravity value computed on the
 PV0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0643.degrees latitude (g = 980.6199 gals.).
 PV0643
 PV0643.The modeled gravity was interpolated from observed gravity values.
 PV0643
 PV0643;                    North         East    Units  Estimated Accuracy
 PV0643;SPC WY E     -   419,620.      230,020.      MT  (+/- 180 meters Scaled)
 PV0643
 PV0643                          SUPERSEDED SURVEY CONTROL
 PV0643
 PV0643.No superseded survey control is available for this station.
 PV0643
 PV0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK167026(NAD 83)
 PV0643_MARKER: DD = SURVEY DISK
 PV0643_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0643+WITH SETTING: INFORMATION.
 PV0643_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0643_STAMPING: CRMS 18
 PV0643_MARK LOGO: WYHD  
 PV0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0643+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0643
 PV0643  HISTORY     - Date     Condition        Report By
 PV0643  HISTORY     - UNK      MONUMENTED       WYHD
 PV0643  HISTORY     - 19910828 GOOD             NGS
 PV0643
 PV0643                          STATION DESCRIPTION
 PV0643
 PV0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0643'14.6 KM (9.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0643'JUNCTION WITH U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 36.2 M (118.8
 PV0643'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PV0643'6.9 M (22.6 FT) SOUTH OF A WITNESS POST AND FENCE, 3.0 M (9.8 FT)
 PV0643'ABOVE THE LEVEL OF THE HIGHWAY, AND THE DISK PROJECTS 0.05 M (0.16
 PV0643'FT) ABOVE THE GROUND SURFACE.  NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0642 ***********************************************************************
 PV0642  DESIGNATION -  CRMS 20
 PV0642  PID         -  PV0642
 PV0642  STATE/COUNTY-  WY/CROOK
 PV0642  USGS QUAD   -  GRASSHOPPER BUTTE (1984)
 PV0642
 PV0642                         *CURRENT SURVEY CONTROL
 PV0642  ___________________________________________________________________
 PV0642* NAD 83(1986)-  44 16 42.     (N)    104 46 08.     (W)     SCALED    
 PV0642* NAVD 88     -      1298.394  (meters)    4259.81   (feet)  ADJUSTED  
 PV0642  ___________________________________________________________________
 PV0642  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 PV0642  DYNAMIC HT  -        1297.901 (meters)    4258.20  (feet)  COMP
 PV0642  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 PV0642
 PV0642  VERT ORDER  -  FIRST     CLASS II
 PV0642
 PV0642.The horizontal coordinates were scaled from a topographic map and have
 PV0642.an estimated accuracy of +/- 6 seconds.
 PV0642
 PV0642.The orthometric height was determined by differential leveling
 PV0642.and adjusted by the National Geodetic Survey in September 1993..
 PV0642
 PV0642.The geoid height was determined by GEOID03.
 PV0642
 PV0642.The dynamic height is computed by dividing the NAVD 88
 PV0642.geopotential number by the normal gravity value computed on the
 PV0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0642.degrees latitude (g = 980.6199 gals.).
 PV0642
 PV0642.The modeled gravity was interpolated from observed gravity values.
 PV0642
 PV0642;                    North         East    Units  Estimated Accuracy
 PV0642;SPC WY E     -   419,750.      231,750.      MT  (+/- 180 meters Scaled)
 PV0642
 PV0642                          SUPERSEDED SURVEY CONTROL
 PV0642
 PV0642.No superseded survey control is available for this station.
 PV0642
 PV0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK184028(NAD 83)
 PV0642_MARKER: DD = SURVEY DISK
 PV0642_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0642+WITH SETTING: INFORMATION.
 PV0642_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0642_STAMPING: CRMS 20
 PV0642_MARK LOGO: WYHD  
 PV0642_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0642+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0642
 PV0642  HISTORY     - Date     Condition        Report By
 PV0642  HISTORY     - UNK      MONUMENTED       WYHD
 PV0642  HISTORY     - 19910828 GOOD             NGS
 PV0642
 PV0642                          STATION DESCRIPTION
 PV0642
 PV0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0642'16.3 KM (10.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0642'JUNCTION OF U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 190.0 M (623.4
 PV0642'FT) EAST OF THE EAST END OF AN EASTBOUND PARKING AREA, 38.3 M (125.7
 PV0642'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 PV0642'2.5 M (8.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.4 M (4.6 FT) NORTH
 PV0642'OF A FENCE, 0.9 M (3.0 FT) NORTHEAST OF A METAL POST, AND THE DISK IS
 PV0642'FLUSH WITH THE GROUND SURFACE.  NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0641 ***********************************************************************
 PV0641  DESIGNATION -  CRMS 23
 PV0641  PID         -  PV0641
 PV0641  STATE/COUNTY-  WY/CROOK
 PV0641  USGS QUAD   -  IRON MOUNTAIN (1984)
 PV0641
 PV0641                         *CURRENT SURVEY CONTROL
 PV0641  ___________________________________________________________________
 PV0641* NAD 83(1986)-  44 16 54.     (N)    104 44 32.     (W)     SCALED    
 PV0641* NAVD 88     -      1290.086  (meters)    4232.56   (feet)  ADJUSTED  
 PV0641  ___________________________________________________________________
 PV0641  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 PV0641  DYNAMIC HT  -        1289.598 (meters)    4230.96  (feet)  COMP
 PV0641  MODELED GRAV-     980,193.7   (mgal)                       NAVD 88
 PV0641
 PV0641  VERT ORDER  -  FIRST     CLASS II
 PV0641
 PV0641.The horizontal coordinates were scaled from a topographic map and have
 PV0641.an estimated accuracy of +/- 6 seconds.
 PV0641
 PV0641.The orthometric height was determined by differential leveling
 PV0641.and adjusted by the National Geodetic Survey in September 1993..
 PV0641
 PV0641.The geoid height was determined by GEOID03.
 PV0641
 PV0641.The dynamic height is computed by dividing the NAVD 88
 PV0641.geopotential number by the normal gravity value computed on the
 PV0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0641.degrees latitude (g = 980.6199 gals.).
 PV0641
 PV0641.The modeled gravity was interpolated from observed gravity values.
 PV0641
 PV0641;                    North         East    Units  Estimated Accuracy
 PV0641;SPC WY E     -   420,130.      233,880.      MT  (+/- 180 meters Scaled)
 PV0641
 PV0641                          SUPERSEDED SURVEY CONTROL
 PV0641
 PV0641.No superseded survey control is available for this station.
 PV0641
 PV0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK205031(NAD 83)
 PV0641_MARKER: DD = SURVEY DISK
 PV0641_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0641+WITH SETTING: INFORMATION.
 PV0641_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0641_STAMPING: CRMS 23
 PV0641_MARK LOGO: WYHD  
 PV0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0641+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0641
 PV0641  HISTORY     - Date     Condition        Report By
 PV0641  HISTORY     - UNK      MONUMENTED       WYHD
 PV0641  HISTORY     - 19910828 GOOD             NGS
 PV0641
 PV0641                          STATION DESCRIPTION
 PV0641
 PV0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0641'18.5 KM (11.50 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0641'JUNCTION OF U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 53.1 M (174.2
 PV0641'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PV0641'20.5 M (67.3 FT) NORTHWEST OF THE CENTER 1 OF 3 BRACED FENCE POSTS,
 PV0641'4.0 M (13.1 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.4 M (4.6 FT) SOUTH
 PV0641'OF THE CENTER 1 OF 3 BRACED FENCE POSTS, 1.0 M (3.3 FT) NORTHEAST OF
 PV0641'A METAL POST, AND THE DISK IS FLUSH WITH THE GROUND SURFACE.
 PV0641'NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0639 ***********************************************************************
 PV0639  DESIGNATION -  CRMS 27
 PV0639  PID         -  PV0639
 PV0639  STATE/COUNTY-  WY/CROOK
 PV0639  USGS QUAD   -  IRON MOUNTAIN (1984)
 PV0639
 PV0639                         *CURRENT SURVEY CONTROL
 PV0639  ___________________________________________________________________
 PV0639* NAD 83(1986)-  44 16 57.     (N)    104 42 16.     (W)     SCALED    
 PV0639* NAVD 88     -      1289.067  (meters)    4229.21   (feet)  ADJUSTED  
 PV0639  ___________________________________________________________________
 PV0639  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 PV0639  DYNAMIC HT  -        1288.576 (meters)    4227.60  (feet)  COMP
 PV0639  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 PV0639
 PV0639  VERT ORDER  -  FIRST     CLASS II
 PV0639
 PV0639.The horizontal coordinates were scaled from a topographic map and have
 PV0639.an estimated accuracy of +/- 6 seconds.
 PV0639
 PV0639.The orthometric height was determined by differential leveling
 PV0639.and adjusted by the National Geodetic Survey in September 1993..
 PV0639
 PV0639.The geoid height was determined by GEOID03.
 PV0639
 PV0639.The dynamic height is computed by dividing the NAVD 88
 PV0639.geopotential number by the normal gravity value computed on the
 PV0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0639.degrees latitude (g = 980.6199 gals.).
 PV0639
 PV0639.The modeled gravity was interpolated from observed gravity values.
 PV0639
 PV0639;                    North         East    Units  Estimated Accuracy
 PV0639;SPC WY E     -   420,240.      236,890.      MT  (+/- 180 meters Scaled)
 PV0639
 PV0639                          SUPERSEDED SURVEY CONTROL
 PV0639
 PV0639.No superseded survey control is available for this station.
 PV0639
 PV0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK235032(NAD 83)
 PV0639_MARKER: DD = SURVEY DISK
 PV0639_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0639+WITH SETTING: INFORMATION.
 PV0639_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0639_STAMPING: CRMS 27
 PV0639_MARK LOGO: WYHD  
 PV0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0639+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0639
 PV0639  HISTORY     - Date     Condition        Report By
 PV0639  HISTORY     - UNK      MONUMENTED       WYHD
 PV0639  HISTORY     - 19910828 GOOD             NGS
 PV0639
 PV0639                          STATION DESCRIPTION
 PV0639
 PV0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0639'21.6 KM (13.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0639'JUNCTION OF U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 97.0 M (318.2
 PV0639'FT) WEST OF A T-FENCE CORNER, 34.5 M (113.2 FT) NORTH OF AND LEVEL
 PV0639'WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3
 PV0639'FT) SOUTH OF A WITNESS POST AND FENCE, AND THE DISK IS FLUSH WITH THE
 PV0639'GROUND SURFACE.  NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0650 ***********************************************************************
 PV0650  DESIGNATION -  CRMS 3
 PV0650  PID         -  PV0650
 PV0650  STATE/COUNTY-  WY/CROOK
 PV0650  USGS QUAD   -  MOORCROFT (1984)
 PV0650
 PV0650                         *CURRENT SURVEY CONTROL
 PV0650  ___________________________________________________________________
 PV0650* NAD 83(1986)-  44 15 52.     (N)    104 55 36.     (W)     SCALED    
 PV0650* NAVD 88     -      1347.257  (meters)    4420.13   (feet)  ADJUSTED  
 PV0650  ___________________________________________________________________
 PV0650  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 PV0650  DYNAMIC HT  -        1346.718 (meters)    4418.36  (feet)  COMP
 PV0650  MODELED GRAV-     980,170.5   (mgal)                       NAVD 88
 PV0650
 PV0650  VERT ORDER  -  FIRST     CLASS II
 PV0650
 PV0650.The horizontal coordinates were scaled from a topographic map and have
 PV0650.an estimated accuracy of +/- 6 seconds.
 PV0650
 PV0650.The orthometric height was determined by differential leveling
 PV0650.and adjusted by the National Geodetic Survey in September 1993..
 PV0650
 PV0650.The geoid height was determined by GEOID03.
 PV0650
 PV0650.The dynamic height is computed by dividing the NAVD 88
 PV0650.geopotential number by the normal gravity value computed on the
 PV0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0650.degrees latitude (g = 980.6199 gals.).
 PV0650
 PV0650.The modeled gravity was interpolated from observed gravity values.
 PV0650
 PV0650;                    North         East    Units  Estimated Accuracy
 PV0650;SPC WY E     -   418,160.      219,160.      MT  (+/- 180 meters Scaled)
 PV0650
 PV0650                          SUPERSEDED SURVEY CONTROL
 PV0650
 PV0650.No superseded survey control is available for this station.
 PV0650
 PV0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK058012(NAD 83)
 PV0650_MARKER: DD = SURVEY DISK
 PV0650_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0650+WITH SETTING: INFORMATION.
 PV0650_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0650_STAMPING: CRMS 3
 PV0650_MARK LOGO: WYHD  
 PV0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0650+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0650
 PV0650  HISTORY     - Date     Condition        Report By
 PV0650  HISTORY     - UNK      MONUMENTED       WYHD
 PV0650  HISTORY     - 19910828 GOOD             NGS
 PV0650
 PV0650                          STATION DESCRIPTION
 PV0650
 PV0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0650'3.5 KM (2.15 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0650'JUNCTION OF U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 62.9 M (206.4
 PV0650'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 PV0650'12.3 M (40.4 FT) NORTHEAST OF A Y-FENCE CORNER, 11.0 M (36.1 FT)
 PV0650'ABOVE THE LEVEL OF THE HIGHWAY, 5.0 M (16.4 FT) NORTH OF A FENCE, 0.9
 PV0650'M (3.0 FT) NORTHEAST OF A METAL POST, AND THE DISK IS FLUSH WITH THE
 PV0650'GROUND SURFACE.  NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0638 ***********************************************************************
 PV0638  DESIGNATION -  CRMS 30
 PV0638  PID         -  PV0638
 PV0638  STATE/COUNTY-  WY/CROOK
 PV0638  USGS QUAD   -  IRON MOUNTAIN (1984)
 PV0638
 PV0638                         *CURRENT SURVEY CONTROL
 PV0638  ___________________________________________________________________
 PV0638* NAD 83(1986)-  44 17 11.     (N)    104 40 38.     (W)     SCALED    
 PV0638* NAVD 88     -      1296.090  (meters)    4252.26   (feet)  ADJUSTED  
 PV0638  ___________________________________________________________________
 PV0638  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 PV0638  DYNAMIC HT  -        1295.593 (meters)    4250.62  (feet)  COMP
 PV0638  MODELED GRAV-     980,189.0   (mgal)                       NAVD 88
 PV0638
 PV0638  VERT ORDER  -  FIRST     CLASS II
 PV0638
 PV0638.The horizontal coordinates were scaled from a topographic map and have
 PV0638.an estimated accuracy of +/- 6 seconds.
 PV0638
 PV0638.The orthometric height was determined by differential leveling
 PV0638.and adjusted by the National Geodetic Survey in September 1993..
 PV0638
 PV0638.The geoid height was determined by GEOID03.
 PV0638
 PV0638.The dynamic height is computed by dividing the NAVD 88
 PV0638.geopotential number by the normal gravity value computed on the
 PV0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0638.degrees latitude (g = 980.6199 gals.).
 PV0638
 PV0638.The modeled gravity was interpolated from observed gravity values.
 PV0638
 PV0638;                    North         East    Units  Estimated Accuracy
 PV0638;SPC WY E     -   420,690.      239,070.      MT  (+/- 180 meters Scaled)
 PV0638
 PV0638                          SUPERSEDED SURVEY CONTROL
 PV0638
 PV0638.No superseded survey control is available for this station.
 PV0638
 PV0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK257037(NAD 83)
 PV0638_MARKER: DD = SURVEY DISK
 PV0638_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0638+WITH SETTING: INFORMATION.
 PV0638_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0638_STAMPING: CRMS 30
 PV0638_MARK LOGO: WYHD  
 PV0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0638+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0638
 PV0638  HISTORY     - Date     Condition        Report By
 PV0638  HISTORY     - UNK      MONUMENTED       WYHD
 PV0638  HISTORY     - 19910828 GOOD             NGS
 PV0638
 PV0638                          STATION DESCRIPTION
 PV0638
 PV0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0638'23.8 KM (14.80 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0638'JUNCTION OF U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 49.1 M (161.1
 PV0638'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 PV0638'25.6 M (84.0 FT) SOUTHWEST OF A FENCE CORNER, 11.3 M (37.1 FT) WEST
 PV0638'OF A T-FENCE CORNER, 7.0 M (23.0 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 PV0638'6.4 M (21.0 FT) NORTH OF A FENCE, 1.2 M (3.9 FT) NORTHEAST OF A
 PV0638'WITNESS POST, AND THE DISK IS FLUSH WITH THE GROUND SURFACE.
 PV0638'NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0668 ***********************************************************************
 PV0668  DESIGNATION -  CRMS 33
 PV0668  PID         -  PV0668
 PV0668  STATE/COUNTY-  WY/CROOK
 PV0668  USGS QUAD   -  IRON MOUNTAIN (1984)
 PV0668
 PV0668                         *CURRENT SURVEY CONTROL
 PV0668  ___________________________________________________________________
 PV0668* NAD 83(1986)-  44 17 27.     (N)    104 39 19.     (W)     SCALED    
 PV0668* NAVD 88     -      1297.566  (meters)    4257.10   (feet)  ADJUSTED  
 PV0668  ___________________________________________________________________
 PV0668  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 PV0668  DYNAMIC HT  -        1297.066 (meters)    4255.46  (feet)  COMP
 PV0668  MODELED GRAV-     980,187.6   (mgal)                       NAVD 88
 PV0668
 PV0668  VERT ORDER  -  FIRST     CLASS II
 PV0668
 PV0668.The horizontal coordinates were scaled from a topographic map and have
 PV0668.an estimated accuracy of +/- 6 seconds.
 PV0668
 PV0668.The orthometric height was determined by differential leveling
 PV0668.and adjusted by the National Geodetic Survey in September 1993..
 PV0668
 PV0668.The geoid height was determined by GEOID03.
 PV0668
 PV0668.The dynamic height is computed by dividing the NAVD 88
 PV0668.geopotential number by the normal gravity value computed on the
 PV0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0668.degrees latitude (g = 980.6199 gals.).
 PV0668
 PV0668.The modeled gravity was interpolated from observed gravity values.
 PV0668
 PV0668;                    North         East    Units  Estimated Accuracy
 PV0668;SPC WY E     -   421,190.      240,810.      MT  (+/- 180 meters Scaled)
 PV0668
 PV0668                          SUPERSEDED SURVEY CONTROL
 PV0668
 PV0668.No superseded survey control is available for this station.
 PV0668
 PV0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK275042(NAD 83)
 PV0668_MARKER: DD = SURVEY DISK
 PV0668_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0668+WITH SETTING: INFORMATION.
 PV0668_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0668_STAMPING: CRMS 33
 PV0668_MARK LOGO: WYHD  
 PV0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0668+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0668
 PV0668  HISTORY     - Date     Condition        Report By
 PV0668  HISTORY     - UNK      MONUMENTED       WYHD
 PV0668  HISTORY     - 19910828 GOOD             NGS
 PV0668
 PV0668                          STATION DESCRIPTION
 PV0668
 PV0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0668'25.6 KM (15.90 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION
 PV0668'OF U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 35.5 M (116.5 FT) NORTH
 PV0668'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 4.0 M (13.1
 PV0668'FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT) NORTH OF A FENCE,
 PV0668'1.1 M (3.6 FT) NORTHEAST OF A METAL POST, AND THE DISK IS FLUSH WITH
 PV0668'THE GROUND SURFACE.  NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0667 ***********************************************************************
 PV0667  DESIGNATION -  CRMS 35
 PV0667  PID         -  PV0667
 PV0667  STATE/COUNTY-  WY/CROOK
 PV0667  USGS QUAD   -  IRON MOUNTAIN (1984)
 PV0667
 PV0667                         *CURRENT SURVEY CONTROL
 PV0667  ___________________________________________________________________
 PV0667* NAD 83(1986)-  44 17 38.     (N)    104 37 57.     (W)     SCALED    
 PV0667* NAVD 88     -      1323.106  (meters)    4340.89   (feet)  ADJUSTED  
 PV0667  ___________________________________________________________________
 PV0667  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 PV0667  DYNAMIC HT  -        1322.593 (meters)    4339.21  (feet)  COMP
 PV0667  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 PV0667
 PV0667  VERT ORDER  -  FIRST     CLASS II
 PV0667
 PV0667.The horizontal coordinates were scaled from a topographic map and have
 PV0667.an estimated accuracy of +/- 6 seconds.
 PV0667
 PV0667.The orthometric height was determined by differential leveling
 PV0667.and adjusted by the National Geodetic Survey in September 1993..
 PV0667
 PV0667.The geoid height was determined by GEOID03.
 PV0667
 PV0667.The dynamic height is computed by dividing the NAVD 88
 PV0667.geopotential number by the normal gravity value computed on the
 PV0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0667.degrees latitude (g = 980.6199 gals.).
 PV0667
 PV0667.The modeled gravity was interpolated from observed gravity values.
 PV0667
 PV0667;                    North         East    Units  Estimated Accuracy
 PV0667;SPC WY E     -   421,540.      242,630.      MT  (+/- 180 meters Scaled)
 PV0667
 PV0667                          SUPERSEDED SURVEY CONTROL
 PV0667
 PV0667.No superseded survey control is available for this station.
 PV0667
 PV0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK293045(NAD 83)
 PV0667_MARKER: DD = SURVEY DISK
 PV0667_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0667+WITH SETTING: INFORMATION.
 PV0667_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0667_STAMPING: CRMS 35
 PV0667_MARK LOGO: WYHD  
 PV0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0667+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0667
 PV0667  HISTORY     - Date     Condition        Report By
 PV0667  HISTORY     - UNK      MONUMENTED       WYHD
 PV0667  HISTORY     - 19910828 GOOD             NGS
 PV0667
 PV0667                          STATION DESCRIPTION
 PV0667
 PV0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0667'27.5 KM (17.10 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0667'JUNCTION OF U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 43.9 M (144.0
 PV0667'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PV0667'9.8 M (32.2 FT) WEST OF THE CENTER 1 OF 3 BRACED FENCE POSTS, 2.5 M
 PV0667'(8.2 FT) ABOVE THE LEVEL OF THE HIGHWAY, 1.6 M (5.2 FT) SOUTH OF THE
 PV0667'CENTER 1 OF 3 BRACED FENCE POSTS AT A JOG IN THE FENCE, 1.3 M (4.3
 PV0667'FT) EAST OF A METAL POST, AND THE DISK IS FLUSH WITH THE GROUND
 PV0667'SURFACE.  NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0666 ***********************************************************************
 PV0666  DESIGNATION -  CRMS 36
 PV0666  PID         -  PV0666
 PV0666  STATE/COUNTY-  WY/CROOK
 PV0666  USGS QUAD   -  LINDEN (1984)
 PV0666
 PV0666                         *CURRENT SURVEY CONTROL
 PV0666  ___________________________________________________________________
 PV0666* NAD 83(1986)-  44 17 55.     (N)    104 37 28.     (W)     SCALED    
 PV0666* NAVD 88     -      1336.315  (meters)    4384.23   (feet)  ADJUSTED  
 PV0666  ___________________________________________________________________
 PV0666  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 PV0666  DYNAMIC HT  -        1335.796 (meters)    4382.52  (feet)  COMP
 PV0666  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 PV0666
 PV0666  VERT ORDER  -  FIRST     CLASS II
 PV0666
 PV0666.The horizontal coordinates were scaled from a topographic map and have
 PV0666.an estimated accuracy of +/- 6 seconds.
 PV0666
 PV0666.The orthometric height was determined by differential leveling
 PV0666.and adjusted by the National Geodetic Survey in September 1993..
 PV0666
 PV0666.The geoid height was determined by GEOID03.
 PV0666
 PV0666.The dynamic height is computed by dividing the NAVD 88
 PV0666.geopotential number by the normal gravity value computed on the
 PV0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0666.degrees latitude (g = 980.6199 gals.).
 PV0666
 PV0666.The modeled gravity was interpolated from observed gravity values.
 PV0666
 PV0666;                    North         East    Units  Estimated Accuracy
 PV0666;SPC WY E     -   422,070.      243,270.      MT  (+/- 180 meters Scaled)
 PV0666
 PV0666                          SUPERSEDED SURVEY CONTROL
 PV0666
 PV0666.No superseded survey control is available for this station.
 PV0666
 PV0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK299051(NAD 83)
 PV0666_MARKER: DD = SURVEY DISK
 PV0666_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0666+WITH SETTING: INFORMATION.
 PV0666_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0666_STAMPING: CRMS 36
 PV0666_MARK LOGO: WYHD  
 PV0666_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0666+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0666
 PV0666  HISTORY     - Date     Condition        Report By
 PV0666  HISTORY     - UNK      MONUMENTED       WYHD
 PV0666  HISTORY     - 19910828 GOOD             NGS
 PV0666
 PV0666                          STATION DESCRIPTION
 PV0666
 PV0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0666'27.1 KM (16.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0666'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 110.0 M (360.9
 PV0666'FT) SOUTHWEST OF THE SOUTHWEST END OF AN EASTBOUND PARKING AREA, 33.0
 PV0666'M (108.3 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF
 PV0666'THE HIGHWAY, 9.0 M (29.5 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 PV0666'ROAD, 4.9 M (16.1 FT) WEST OF A WITNESS POST AND FENCE, 3.0 M (9.8
 PV0666'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE DISK IS FLUSH WITH THE
 PV0666'GROUND SURFACE.  NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0664 ***********************************************************************
 PV0664  DESIGNATION -  CRMS 40
 PV0664  PID         -  PV0664
 PV0664  STATE/COUNTY-  WY/CROOK
 PV0664  USGS QUAD   -  LINDEN (1984)
 PV0664
 PV0664                         *CURRENT SURVEY CONTROL
 PV0664  ___________________________________________________________________
 PV0664* NAD 83(1986)-  44 19 02.     (N)    104 36 20.     (W)     SCALED    
 PV0664* NAVD 88     -      1312.574  (meters)    4306.34   (feet)  ADJUSTED  
 PV0664  ___________________________________________________________________
 PV0664  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 PV0664  DYNAMIC HT  -        1312.056 (meters)    4304.64  (feet)  COMP
 PV0664  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 PV0664
 PV0664  VERT ORDER  -  FIRST     CLASS II
 PV0664
 PV0664.The horizontal coordinates were scaled from a topographic map and have
 PV0664.an estimated accuracy of +/- 6 seconds.
 PV0664
 PV0664.The orthometric height was determined by differential leveling
 PV0664.and adjusted by the National Geodetic Survey in September 1993..
 PV0664
 PV0664.The geoid height was determined by GEOID03.
 PV0664
 PV0664.The dynamic height is computed by dividing the NAVD 88
 PV0664.geopotential number by the normal gravity value computed on the
 PV0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0664.degrees latitude (g = 980.6199 gals.).
 PV0664
 PV0664.The modeled gravity was interpolated from observed gravity values.
 PV0664
 PV0664;                    North         East    Units  Estimated Accuracy
 PV0664;SPC WY E     -   424,150.      244,760.      MT  (+/- 180 meters Scaled)
 PV0664
 PV0664                          SUPERSEDED SURVEY CONTROL
 PV0664
 PV0664.No superseded survey control is available for this station.
 PV0664
 PV0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK314071(NAD 83)
 PV0664_MARKER: DD = SURVEY DISK
 PV0664_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0664+WITH SETTING: INFORMATION.
 PV0664_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0664_STAMPING: CRMS 40
 PV0664_MARK LOGO: WYHD  
 PV0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0664+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0664
 PV0664  HISTORY     - Date     Condition        Report By
 PV0664  HISTORY     - UNK      MONUMENTED       WYHD
 PV0664  HISTORY     - 19910828 GOOD             NGS
 PV0664
 PV0664                          STATION DESCRIPTION
 PV0664
 PV0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0664'24.1 KM (14.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0664'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 23.2 M (76.1
 PV0664'FT) NORTHWEST OF A FENCE, 15.2 M (49.9 FT) SOUTHEAST OF THE
 PV0664'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 3.7 M (12.1 FT)
 PV0664'NORTHWEST OF THE NORTHWEST LEG OF A HIGHWAY INFORMATION SIGN
 PV0664'(SUNDANCE 13 SPEARFISH 47), 0.9 M (3.0 FT) NORTHEAST OF A METAL POST,
 PV0664'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE DISK IS FLUSH
 PV0664'WITH THE GROUND SURFACE.  NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0663 ***********************************************************************
 PV0663  DESIGNATION -  CRMS 44
 PV0663  PID         -  PV0663
 PV0663  STATE/COUNTY-  WY/CROOK
 PV0663  USGS QUAD   -  LINDEN (1984)
 PV0663
 PV0663                         *CURRENT SURVEY CONTROL
 PV0663  ___________________________________________________________________
 PV0663* NAD 83(1986)-  44 19 20.     (N)    104 35 03.     (W)     SCALED    
 PV0663* NAVD 88     -      1342.340  (meters)    4403.99   (feet)  ADJUSTED  
 PV0663  ___________________________________________________________________
 PV0663  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 PV0663  DYNAMIC HT  -        1341.807 (meters)    4402.25  (feet)  COMP
 PV0663  MODELED GRAV-     980,173.8   (mgal)                       NAVD 88
 PV0663
 PV0663  VERT ORDER  -  FIRST     CLASS II
 PV0663
 PV0663.The horizontal coordinates were scaled from a topographic map and have
 PV0663.an estimated accuracy of +/- 6 seconds.
 PV0663
 PV0663.The orthometric height was determined by differential leveling
 PV0663.and adjusted by the National Geodetic Survey in September 1993..
 PV0663
 PV0663.The geoid height was determined by GEOID03.
 PV0663
 PV0663.The dynamic height is computed by dividing the NAVD 88
 PV0663.geopotential number by the normal gravity value computed on the
 PV0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0663.degrees latitude (g = 980.6199 gals.).
 PV0663
 PV0663.The modeled gravity was interpolated from observed gravity values.
 PV0663
 PV0663;                    North         East    Units  Estimated Accuracy
 PV0663;SPC WY E     -   424,720.      246,460.      MT  (+/- 180 meters Scaled)
 PV0663
 PV0663                          SUPERSEDED SURVEY CONTROL
 PV0663
 PV0663.No superseded survey control is available for this station.
 PV0663
 PV0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK331077(NAD 83)
 PV0663_MARKER: DD = SURVEY DISK
 PV0663_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0663+WITH SETTING: INFORMATION.
 PV0663_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0663_STAMPING: CRMS 44
 PV0663_MARK LOGO: WYHD  
 PV0663_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0663+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0663
 PV0663  HISTORY     - Date     Condition        Report By
 PV0663  HISTORY     - UNK      MONUMENTED       WYHD
 PV0663  HISTORY     - 19910828 GOOD             NGS
 PV0663
 PV0663                          STATION DESCRIPTION
 PV0663
 PV0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0663'22.3 KM (13.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0663'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 310.0 M (1017.1
 PV0663'FT) WEST OF THE SOUTHWEST CORNER OF THE EASTBOUND HIGHWAY OVERPASS
 PV0663'(LETTERED BIL) OF A TRACK ROAD, 43.8 M (143.7 FT) SOUTH OF THE
 PV0663'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 5.6 M (18.4 FT)
 PV0663'WEST OF A BRACED FENCE POST, 2.0 M (6.6 FT) NORTH OF A WITNESS POST
 PV0663'AND FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 PV0663'DISK IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE ROD DEPTH IS
 PV0663'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0662 ***********************************************************************
 PV0662  DESIGNATION -  CRMS 46
 PV0662  PID         -  PV0662
 PV0662  STATE/COUNTY-  WY/CROOK
 PV0662  USGS QUAD   -  LINDEN (1984)
 PV0662
 PV0662                         *CURRENT SURVEY CONTROL
 PV0662  ___________________________________________________________________
 PV0662* NAD 83(1986)-  44 19 31.     (N)    104 34 05.     (W)     SCALED    
 PV0662* NAVD 88     -      1362.398  (meters)    4469.80   (feet)  ADJUSTED  
 PV0662  ___________________________________________________________________
 PV0662  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 PV0662  DYNAMIC HT  -        1361.855 (meters)    4468.02  (feet)  COMP
 PV0662  MODELED GRAV-     980,171.9   (mgal)                       NAVD 88
 PV0662
 PV0662  VERT ORDER  -  FIRST     CLASS II
 PV0662
 PV0662.The horizontal coordinates were scaled from a topographic map and have
 PV0662.an estimated accuracy of +/- 6 seconds.
 PV0662
 PV0662.The orthometric height was determined by differential leveling
 PV0662.and adjusted by the National Geodetic Survey in September 1993..
 PV0662
 PV0662.The geoid height was determined by GEOID03.
 PV0662
 PV0662.The dynamic height is computed by dividing the NAVD 88
 PV0662.geopotential number by the normal gravity value computed on the
 PV0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0662.degrees latitude (g = 980.6199 gals.).
 PV0662
 PV0662.The modeled gravity was interpolated from observed gravity values.
 PV0662
 PV0662;                    North         East    Units  Estimated Accuracy
 PV0662;SPC WY E     -   425,070.      247,750.      MT  (+/- 180 meters Scaled)
 PV0662
 PV0662                          SUPERSEDED SURVEY CONTROL
 PV0662
 PV0662.No superseded survey control is available for this station.
 PV0662
 PV0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK344080(NAD 83)
 PV0662_MARKER: DD = SURVEY DISK
 PV0662_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0662+WITH SETTING: INFORMATION.
 PV0662_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0662_STAMPING: CRMS 46
 PV0662_MARK LOGO: WYHD  
 PV0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0662+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0662
 PV0662  HISTORY     - Date     Condition        Report By
 PV0662  HISTORY     - UNK      MONUMENTED       WYHD
 PV0662  HISTORY     - 19910828 GOOD             NGS
 PV0662
 PV0662                          STATION DESCRIPTION
 PV0662
 PV0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0662'21.0 KM (13.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0662'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 170.0 M (557.7
 PV0662'FT) EAST OF THE SOUTHEAST CORNER OF AN EASTBOUND CATTLE UNDERPASS,
 PV0662'34.4 M (112.9 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES
 PV0662'OF THE HIGHWAY, 24.6 M (80.7 FT) NORTH OF A T-FENCE CORNER, 0.9 M
 PV0662'(3.0 FT) NORTHEAST OF A METAL FENCE POST, 0.3 M (1.0 FT) ABOVE THE
 PV0662'LEVEL OF THE HIGHWAY, AND THE DISK IS FLUSH WITH THE GROUND SURFACE.
 PV0662'NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0661 ***********************************************************************
 PV0661  DESIGNATION -  CRMS 49
 PV0661  PID         -  PV0661
 PV0661  STATE/COUNTY-  WY/CROOK
 PV0661  USGS QUAD   -  LINDEN (1984)
 PV0661
 PV0661                         *CURRENT SURVEY CONTROL
 PV0661  ___________________________________________________________________
 PV0661* NAD 83(1986)-  44 19 52.     (N)    104 32 39.     (W)     SCALED    
 PV0661* NAVD 88     -      1410.425  (meters)    4627.37   (feet)  ADJUSTED  
 PV0661  ___________________________________________________________________
 PV0661  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 PV0661  DYNAMIC HT  -        1409.858 (meters)    4625.51  (feet)  COMP
 PV0661  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 PV0661
 PV0661  VERT ORDER  -  FIRST     CLASS II
 PV0661
 PV0661.The horizontal coordinates were scaled from a topographic map and have
 PV0661.an estimated accuracy of +/- 6 seconds.
 PV0661
 PV0661.The orthometric height was determined by differential leveling
 PV0661.and adjusted by the National Geodetic Survey in September 1993..
 PV0661
 PV0661.The geoid height was determined by GEOID03.
 PV0661
 PV0661.The dynamic height is computed by dividing the NAVD 88
 PV0661.geopotential number by the normal gravity value computed on the
 PV0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0661.degrees latitude (g = 980.6199 gals.).
 PV0661
 PV0661.The modeled gravity was interpolated from observed gravity values.
 PV0661
 PV0661;                    North         East    Units  Estimated Accuracy
 PV0661;SPC WY E     -   425,730.      249,650.      MT  (+/- 180 meters Scaled)
 PV0661
 PV0661                          SUPERSEDED SURVEY CONTROL
 PV0661
 PV0661.No superseded survey control is available for this station.
 PV0661
 PV0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK363087(NAD 83)
 PV0661_MARKER: DD = SURVEY DISK
 PV0661_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0661+WITH SETTING: INFORMATION.
 PV0661_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0661_STAMPING: CRMS 49
 PV0661_MARK LOGO: WYHD  
 PV0661_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0661+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0661
 PV0661  HISTORY     - Date     Condition        Report By
 PV0661  HISTORY     - UNK      MONUMENTED       WYHD
 PV0661  HISTORY     - 19910828 GOOD             NGS
 PV0661
 PV0661                          STATION DESCRIPTION
 PV0661
 PV0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0661'18.8 KM (11.70 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0661'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 23.0 M (75.5
 PV0661'FT) NORTHEAST OF A FENCE, 17.4 M (57.1 FT) SOUTHWEST OF THE
 PV0661'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 9.6 M (31.5 FT)
 PV0661'SOUTH OF A HIGHWAY WARNING SIGN (SLIPPERY WHEN WET), 1.0 M (3.3 FT)
 PV0661'EAST OF A METAL POST, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PV0661'AND THE DISK IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE ROD DEPTH
 PV0661'IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0649 ***********************************************************************
 PV0649  DESIGNATION -  CRMS 5
 PV0649  PID         -  PV0649
 PV0649  STATE/COUNTY-  WY/CROOK
 PV0649  USGS QUAD   -  MOORCROFT (1984)
 PV0649
 PV0649                         *CURRENT SURVEY CONTROL
 PV0649  ___________________________________________________________________
 PV0649* NAD 83(1986)-  44 16 06.     (N)    104 53 48.     (W)     SCALED    
 PV0649* NAVD 88     -      1328.217  (meters)    4357.66   (feet)  ADJUSTED  
 PV0649  ___________________________________________________________________
 PV0649  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0649  DYNAMIC HT  -        1327.690 (meters)    4355.93  (feet)  COMP
 PV0649  MODELED GRAV-     980,173.9   (mgal)                       NAVD 88
 PV0649
 PV0649  VERT ORDER  -  FIRST     CLASS II
 PV0649
 PV0649.The horizontal coordinates were scaled from a topographic map and have
 PV0649.an estimated accuracy of +/- 6 seconds.
 PV0649
 PV0649.The orthometric height was determined by differential leveling
 PV0649.and adjusted by the National Geodetic Survey in September 1993..
 PV0649
 PV0649.The geoid height was determined by GEOID03.
 PV0649
 PV0649.The dynamic height is computed by dividing the NAVD 88
 PV0649.geopotential number by the normal gravity value computed on the
 PV0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0649.degrees latitude (g = 980.6199 gals.).
 PV0649
 PV0649.The modeled gravity was interpolated from observed gravity values.
 PV0649
 PV0649;                    North         East    Units  Estimated Accuracy
 PV0649;SPC WY E     -   418,600.      221,560.      MT  (+/- 180 meters Scaled)
 PV0649
 PV0649                          SUPERSEDED SURVEY CONTROL
 PV0649
 PV0649.No superseded survey control is available for this station.
 PV0649
 PV0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK082016(NAD 83)
 PV0649_MARKER: DD = SURVEY DISK
 PV0649_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0649+WITH SETTING: INFORMATION.
 PV0649_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0649_STAMPING: CRMS 5
 PV0649_MARK LOGO: WYHD  
 PV0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0649+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0649
 PV0649  HISTORY     - Date     Condition        Report By
 PV0649  HISTORY     - UNK      MONUMENTED       WYHD
 PV0649  HISTORY     - 19910828 GOOD             NGS
 PV0649
 PV0649                          STATION DESCRIPTION
 PV0649
 PV0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0649'5.6 KM (3.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0649'JUNCTION OF U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 38.7 M (127.0
 PV0649'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 PV0649'8.5 M (27.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 5.4 M (17.7 FT) NORTH
 PV0649'OF A FENCE, 1.2 M (3.9 FT) NORTH-NORTHEAST OF A METAL POST, AND THE
 PV0649'DISK IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE ROD DEPTH IS
 PV0649'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0659 ***********************************************************************
 PV0659  DESIGNATION -  CRMS 54
 PV0659  PID         -  PV0659
 PV0659  STATE/COUNTY-  WY/CROOK
 PV0659  USGS QUAD   -  LINDEN (1984)
 PV0659
 PV0659                         *CURRENT SURVEY CONTROL
 PV0659  ___________________________________________________________________
 PV0659* NAD 83(1986)-  44 19 13.     (N)    104 30 44.     (W)     SCALED    
 PV0659* NAVD 88     -      1456.954  (meters)    4780.02   (feet)  ADJUSTED  
 PV0659  ___________________________________________________________________
 PV0659  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 PV0659  DYNAMIC HT  -        1456.363 (meters)    4778.08  (feet)  COMP
 PV0659  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 PV0659
 PV0659  VERT ORDER  -  FIRST     CLASS II
 PV0659
 PV0659.The horizontal coordinates were scaled from a topographic map and have
 PV0659.an estimated accuracy of +/- 6 seconds.
 PV0659
 PV0659.The orthometric height was determined by differential leveling
 PV0659.and adjusted by the National Geodetic Survey in September 1993..
 PV0659
 PV0659.The geoid height was determined by GEOID03.
 PV0659
 PV0659.The dynamic height is computed by dividing the NAVD 88
 PV0659.geopotential number by the normal gravity value computed on the
 PV0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0659.degrees latitude (g = 980.6199 gals.).
 PV0659
 PV0659.The modeled gravity was interpolated from observed gravity values.
 PV0659
 PV0659;                    North         East    Units  Estimated Accuracy
 PV0659;SPC WY E     -   424,540.      252,200.      MT  (+/- 180 meters Scaled)
 PV0659
 PV0659                          SUPERSEDED SURVEY CONTROL
 PV0659
 PV0659.No superseded survey control is available for this station.
 PV0659
 PV0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK388075(NAD 83)
 PV0659_MARKER: DD = SURVEY DISK
 PV0659_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0659+WITH SETTING: INFORMATION.
 PV0659_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0659_STAMPING: CRMS 54
 PV0659_MARK LOGO: WYHD  
 PV0659_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0659+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0659
 PV0659  HISTORY     - Date     Condition        Report By
 PV0659  HISTORY     - UNK      MONUMENTED       WYHD
 PV0659  HISTORY     - 19910828 GOOD             NGS
 PV0659
 PV0659                          STATION DESCRIPTION
 PV0659
 PV0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0659'13.7 KM (8.50 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0659'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 43.3 M (142.1
 PV0659'FT) EAST OF THE SOUTHEAST CORNER OF THE EASTBOUND HIGHWAY OVERPASS
 PV0659'(LETTERED BIQ) OF A TRACK ROAD, 38.5 M (126.3 FT) SOUTHEAST OF THE
 PV0659'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 2.5 M (8.2 FT)
 PV0659'ABOVE THE LEVEL OF THE HIGHWAY, 1.3 M (4.3 FT) NORTHWEST OF A FENCE,
 PV0659'1.0 M (3.3 FT) NORTHEAST OF A METAL POST, AND THE DISK PROJECTS 0.03
 PV0659'M (0.10 FT) ABOVE THE GROUND SURFACE.  NOTE--THE ROD DEPTH IS
 PV0659'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0658 ***********************************************************************
 PV0658  DESIGNATION -  CRMS 56
 PV0658  PID         -  PV0658
 PV0658  STATE/COUNTY-  WY/CROOK
 PV0658  USGS QUAD   -  PFEIFFER HILL (1984)
 PV0658
 PV0658                         *CURRENT SURVEY CONTROL
 PV0658  ___________________________________________________________________
 PV0658* NAD 83(1986)-  44 19 40.     (N)    104 29 48.     (W)     SCALED    
 PV0658* NAVD 88     -      1432.225  (meters)    4698.89   (feet)  ADJUSTED  
 PV0658  ___________________________________________________________________
 PV0658  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 PV0658  DYNAMIC HT  -        1431.635 (meters)    4696.96  (feet)  COMP
 PV0658  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 PV0658
 PV0658  VERT ORDER  -  FIRST     CLASS II
 PV0658
 PV0658.The horizontal coordinates were scaled from a topographic map and have
 PV0658.an estimated accuracy of +/- 6 seconds.
 PV0658
 PV0658.The orthometric height was determined by differential leveling
 PV0658.and adjusted by the National Geodetic Survey in September 1993..
 PV0658
 PV0658.The geoid height was determined by GEOID03.
 PV0658
 PV0658.The dynamic height is computed by dividing the NAVD 88
 PV0658.geopotential number by the normal gravity value computed on the
 PV0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0658.degrees latitude (g = 980.6199 gals.).
 PV0658
 PV0658.The modeled gravity was interpolated from observed gravity values.
 PV0658
 PV0658;                    North         East    Units  Estimated Accuracy
 PV0658;SPC WY E     -   425,390.      253,440.      MT  (+/- 180 meters Scaled)
 PV0658
 PV0658                          SUPERSEDED SURVEY CONTROL
 PV0658
 PV0658.No superseded survey control is available for this station.
 PV0658
 PV0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK401084(NAD 83)
 PV0658_MARKER: DD = SURVEY DISK
 PV0658_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0658+WITH SETTING: INFORMATION.
 PV0658_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0658_STAMPING: CRMS 56
 PV0658_MARK LOGO: WYHD  
 PV0658_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0658+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0658
 PV0658  HISTORY     - Date     Condition        Report By
 PV0658  HISTORY     - UNK      MONUMENTED       WYHD
 PV0658  HISTORY     - 19910828 GOOD             NGS
 PV0658
 PV0658                          STATION DESCRIPTION
 PV0658
 PV0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0658'14.2 KM (8.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0658'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 0.3 KM (0.20
 PV0658'MI) WEST OF THE INTERSECTION OF COAL DIVIDE ROAD (EXIT 178), 33.9 M
 PV0658'(111.2 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 PV0658'HIGHWAY, 29.6 M (97.1 FT) EAST OF THE SOUTHEAST LEG OF A HIGHWAY
 PV0658'INFORMATION SIGN (EXIT 178 COAL DIVIDE ROAD), 11.7 M (38.4 FT)
 PV0658'NORTHWEST OF A WITNESS POST AND FENCE, 4.0 M (13.1 FT) ABOVE THE
 PV0658'LEVEL OF THE HIGHWAY, AND THE DISK IS FLUSH WITH THE GROUND SURFACE.
 PV0658'NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0656 ***********************************************************************
 PV0656  DESIGNATION -  CRMS 58
 PV0656  PID         -  PV0656
 PV0656  STATE/COUNTY-  WY/CROOK
 PV0656  USGS QUAD   -  PFEIFFER HILL (1984)
 PV0656
 PV0656                         *CURRENT SURVEY CONTROL
 PV0656  ___________________________________________________________________
 PV0656* NAD 83(1986)-  44 20 16.     (N)    104 28 52.     (W)     SCALED    
 PV0656* NAVD 88     -      1435.476  (meters)    4709.56   (feet)  ADJUSTED  
 PV0656  ___________________________________________________________________
 PV0656  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 PV0656  DYNAMIC HT  -        1434.881 (meters)    4707.61  (feet)  COMP
 PV0656  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 PV0656
 PV0656  VERT ORDER  -  FIRST     CLASS II
 PV0656
 PV0656.The horizontal coordinates were scaled from a topographic map and have
 PV0656.an estimated accuracy of +/- 6 seconds.
 PV0656
 PV0656.The orthometric height was determined by differential leveling
 PV0656.and adjusted by the National Geodetic Survey in September 1993..
 PV0656
 PV0656.The geoid height was determined by GEOID03.
 PV0656
 PV0656.The dynamic height is computed by dividing the NAVD 88
 PV0656.geopotential number by the normal gravity value computed on the
 PV0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0656.degrees latitude (g = 980.6199 gals.).
 PV0656
 PV0656.The modeled gravity was interpolated from observed gravity values.
 PV0656
 PV0656;                    North         East    Units  Estimated Accuracy
 PV0656;SPC WY E     -   426,510.      254,670.      MT  (+/- 180 meters Scaled)
 PV0656
 PV0656                          SUPERSEDED SURVEY CONTROL
 PV0656
 PV0656.No superseded survey control is available for this station.
 PV0656
 PV0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK413095(NAD 83)
 PV0656_MARKER: DD = SURVEY DISK
 PV0656_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0656+WITH SETTING: INFORMATION.
 PV0656_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0656_STAMPING: CRMS 58
 PV0656_MARK LOGO: WYHD  
 PV0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0656+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0656
 PV0656  HISTORY     - Date     Condition        Report By
 PV0656  HISTORY     - UNK      MONUMENTED       WYHD
 PV0656  HISTORY     - 19910828 GOOD             NGS
 PV0656
 PV0656                          STATION DESCRIPTION
 PV0656
 PV0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0656'12.6 KM (7.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0656'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 1.2 KM (0.75
 PV0656'MI) EAST OF THE INTERSECTION OF COAL DIVIDE ROAD (EXIT 178), 82.0 M
 PV0656'(269.0 FT) NORTHEAST OF A T-FENCE CORNER, 36.6 M (120.1 FT) SOUTHEAST
 PV0656'OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE
 PV0656'HIGHWAY, 20.7 M (67.9 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 PV0656'CULVERT, 1.8 M (5.9 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND
 PV0656'THE DISK IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE ROD DEPTH IS
 PV0656'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0655 ***********************************************************************
 PV0655  DESIGNATION -  CRMS 60
 PV0655  PID         -  PV0655
 PV0655  STATE/COUNTY-  WY/CROOK
 PV0655  USGS QUAD   -  PFEIFFER HILL (1984)
 PV0655
 PV0655                         *CURRENT SURVEY CONTROL
 PV0655  ___________________________________________________________________
 PV0655* NAD 83(1986)-  44 20 55.     (N)    104 28 12.     (W)     SCALED    
 PV0655* NAVD 88     -      1475.550  (meters)    4841.03   (feet)  ADJUSTED  
 PV0655  ___________________________________________________________________
 PV0655  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 PV0655  DYNAMIC HT  -        1474.940 (meters)    4839.03  (feet)  COMP
 PV0655  MODELED GRAV-     980,152.0   (mgal)                       NAVD 88
 PV0655
 PV0655  VERT ORDER  -  FIRST     CLASS II
 PV0655
 PV0655.The horizontal coordinates were scaled from a topographic map and have
 PV0655.an estimated accuracy of +/- 6 seconds.
 PV0655
 PV0655.The orthometric height was determined by differential leveling
 PV0655.and adjusted by the National Geodetic Survey in September 1993..
 PV0655
 PV0655.The geoid height was determined by GEOID03.
 PV0655
 PV0655.The dynamic height is computed by dividing the NAVD 88
 PV0655.geopotential number by the normal gravity value computed on the
 PV0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0655.degrees latitude (g = 980.6199 gals.).
 PV0655
 PV0655.The modeled gravity was interpolated from observed gravity values.
 PV0655
 PV0655;                    North         East    Units  Estimated Accuracy
 PV0655;SPC WY E     -   427,720.      255,550.      MT  (+/- 180 meters Scaled)
 PV0655
 PV0655                          SUPERSEDED SURVEY CONTROL
 PV0655
 PV0655.No superseded survey control is available for this station.
 PV0655
 PV0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK422107(NAD 83)
 PV0655_MARKER: DD = SURVEY DISK
 PV0655_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0655+WITH SETTING: INFORMATION.
 PV0655_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0655_STAMPING: CRMS 60
 PV0655_MARK LOGO: WYHD  
 PV0655_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0655+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0655
 PV0655  HISTORY     - Date     Condition        Report By
 PV0655  HISTORY     - UNK      MONUMENTED       WYHD
 PV0655  HISTORY     - 19910828 GOOD             NGS
 PV0655
 PV0655                          STATION DESCRIPTION
 PV0655
 PV0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0655'11.0 KM (6.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0655'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 36.6 M (120.1
 PV0655'FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 PV0655'HIGHWAY, 13.2 M (43.3 FT) SOUTHEAST OF A FENCE, 5.0 M (16.4 FT) ABOVE
 PV0655'THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) EAST OF A METAL POST, AND
 PV0655'THE DISK PROJECTS 0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.
 PV0655'NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0654 ***********************************************************************
 PV0654  DESIGNATION -  CRMS 62
 PV0654  PID         -  PV0654
 PV0654  STATE/COUNTY-  WY/CROOK
 PV0654  USGS QUAD   -  PFEIFFER HILL (1984)
 PV0654
 PV0654                         *CURRENT SURVEY CONTROL
 PV0654  ___________________________________________________________________
 PV0654* NAD 83(1986)-  44 21 28.     (N)    104 27 24.     (W)     SCALED    
 PV0654* NAVD 88     -      1500.639  (meters)    4923.35   (feet)  ADJUSTED  
 PV0654  ___________________________________________________________________
 PV0654  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 PV0654  DYNAMIC HT  -        1500.022 (meters)    4921.32  (feet)  COMP
 PV0654  MODELED GRAV-     980,152.9   (mgal)                       NAVD 88
 PV0654
 PV0654  VERT ORDER  -  FIRST     CLASS II
 PV0654
 PV0654.The horizontal coordinates were scaled from a topographic map and have
 PV0654.an estimated accuracy of +/- 6 seconds.
 PV0654
 PV0654.The orthometric height was determined by differential leveling
 PV0654.and adjusted by the National Geodetic Survey in September 1993..
 PV0654
 PV0654.The geoid height was determined by GEOID03.
 PV0654
 PV0654.The dynamic height is computed by dividing the NAVD 88
 PV0654.geopotential number by the normal gravity value computed on the
 PV0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0654.degrees latitude (g = 980.6199 gals.).
 PV0654
 PV0654.The modeled gravity was interpolated from observed gravity values.
 PV0654
 PV0654;                    North         East    Units  Estimated Accuracy
 PV0654;SPC WY E     -   428,750.      256,600.      MT  (+/- 180 meters Scaled)
 PV0654
 PV0654                          SUPERSEDED SURVEY CONTROL
 PV0654
 PV0654.No superseded survey control is available for this station.
 PV0654
 PV0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK432117(NAD 83)
 PV0654_MARKER: DD = SURVEY DISK
 PV0654_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0654+WITH SETTING: INFORMATION.
 PV0654_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0654_STAMPING: CRMS 62
 PV0654_MARK LOGO: WYHD  
 PV0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0654+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0654
 PV0654  HISTORY     - Date     Condition        Report By
 PV0654  HISTORY     - UNK      MONUMENTED       WYHD
 PV0654  HISTORY     - 19910828 GOOD             NGS
 PV0654
 PV0654                          STATION DESCRIPTION
 PV0654
 PV0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0654'9.4 KM (5.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0654'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 260.0 M (853.0
 PV0654'FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE WESTBOUND HIGHWAY BRIDGE
 PV0654'(LETTERED BIZ) SPANNING A DRY WASH, 32.4 M (106.3 FT) NORTHWEST OF
 PV0654'AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PV0654'1.4 M (4.6 FT) SOUTHEAST OF A WITNESS POST AND A BRACED FENCE POST,
 PV0654'AND THE DISK IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE ROD DEPTH
 PV0654'IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0651 ***********************************************************************
 PV0651  DESIGNATION -  CRMS 64
 PV0651  PID         -  PV0651
 PV0651  STATE/COUNTY-  WY/CROOK
 PV0651  USGS QUAD   -  PFEIFFER HILL (1984)
 PV0651
 PV0651                         *CURRENT SURVEY CONTROL
 PV0651  ___________________________________________________________________
 PV0651* NAD 83(1986)-  44 22 12.     (N)    104 26 40.     (W)     SCALED    
 PV0651* NAVD 88     -      1530.046  (meters)    5019.83   (feet)  ADJUSTED  
 PV0651  ___________________________________________________________________
 PV0651  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 PV0651  DYNAMIC HT  -        1529.420 (meters)    5017.77  (feet)  COMP
 PV0651  MODELED GRAV-     980,154.0   (mgal)                       NAVD 88
 PV0651
 PV0651  VERT ORDER  -  FIRST     CLASS II
 PV0651
 PV0651.The horizontal coordinates were scaled from a topographic map and have
 PV0651.an estimated accuracy of +/- 6 seconds.
 PV0651
 PV0651.The orthometric height was determined by differential leveling
 PV0651.and adjusted by the National Geodetic Survey in September 1993..
 PV0651
 PV0651.The geoid height was determined by GEOID03.
 PV0651
 PV0651.The dynamic height is computed by dividing the NAVD 88
 PV0651.geopotential number by the normal gravity value computed on the
 PV0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0651.degrees latitude (g = 980.6199 gals.).
 PV0651
 PV0651.The modeled gravity was interpolated from observed gravity values.
 PV0651
 PV0651;                    North         East    Units  Estimated Accuracy
 PV0651;SPC WY E     -   430,110.      257,560.      MT  (+/- 180 meters Scaled)
 PV0651
 PV0651                          SUPERSEDED SURVEY CONTROL
 PV0651
 PV0651.No superseded survey control is available for this station.
 PV0651
 PV0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK442131(NAD 83)
 PV0651_MARKER: DD = SURVEY DISK
 PV0651_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0651+WITH SETTING: INFORMATION.
 PV0651_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0651_STAMPING: CRMS 64
 PV0651_MARK LOGO: WYHD  
 PV0651_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0651+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0651
 PV0651  HISTORY     - Date     Condition        Report By
 PV0651  HISTORY     - UNK      MONUMENTED       WYHD
 PV0651  HISTORY     - 19910828 GOOD             NGS
 PV0651
 PV0651                          STATION DESCRIPTION
 PV0651
 PV0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0651'7.8 KM (4.85 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0651'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 37.7 M (123.7
 PV0651'FT) SOUTH OF THE SOUTHWEST CORNER OF THE EASTBOUND HIGHWAY OVERPASS
 PV0651'(LETTERED BJA) OF A DIRT ROAD, 37.3 M (122.4 FT) SOUTHEAST OF THE
 PV0651'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 27.3 M (89.6 FT)
 PV0651'NORTH-NORTHEAST OF A T-FENCE CORNER, 1.9 M (6.2 FT) ABOVE THE LEVEL
 PV0651'OF THE HIGHWAY, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST AND FENCE,
 PV0651'AND THE DISK IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE ROD DEPTH
 PV0651'IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0652 ***********************************************************************
 PV0652  DESIGNATION -  CRMS 66
 PV0652  PID         -  PV0652
 PV0652  STATE/COUNTY-  WY/CROOK
 PV0652  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0652
 PV0652                         *CURRENT SURVEY CONTROL
 PV0652  ___________________________________________________________________
 PV0652* NAD 83(1986)-  44 22 40.     (N)    104 25 51.     (W)     SCALED    
 PV0652* NAVD 88     -      1545.930  (meters)    5071.94   (feet)  ADJUSTED  
 PV0652  ___________________________________________________________________
 PV0652  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 PV0652  DYNAMIC HT  -        1545.301 (meters)    5069.88  (feet)  COMP
 PV0652  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 PV0652
 PV0652  VERT ORDER  -  FIRST     CLASS II
 PV0652
 PV0652.The horizontal coordinates were scaled from a topographic map and have
 PV0652.an estimated accuracy of +/- 6 seconds.
 PV0652
 PV0652.The orthometric height was determined by differential leveling
 PV0652.and adjusted by the National Geodetic Survey in September 1993..
 PV0652
 PV0652.The geoid height was determined by GEOID03.
 PV0652
 PV0652.The dynamic height is computed by dividing the NAVD 88
 PV0652.geopotential number by the normal gravity value computed on the
 PV0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0652.degrees latitude (g = 980.6199 gals.).
 PV0652
 PV0652.The modeled gravity was interpolated from observed gravity values.
 PV0652
 PV0652;                    North         East    Units  Estimated Accuracy
 PV0652;SPC WY E     -   430,990.      258,640.      MT  (+/- 180 meters Scaled)
 PV0652
 PV0652                          SUPERSEDED SURVEY CONTROL
 PV0652
 PV0652.No superseded survey control is available for this station.
 PV0652
 PV0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK453139(NAD 83)
 PV0652_MARKER: DD = SURVEY DISK
 PV0652_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0652+WITH SETTING: INFORMATION.
 PV0652_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0652_STAMPING: CRMS 66
 PV0652_MARK LOGO: WYHD  
 PV0652_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0652+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0652
 PV0652  HISTORY     - Date     Condition        Report By
 PV0652  HISTORY     - UNK      MONUMENTED       WYHD
 PV0652  HISTORY     - 19910828 GOOD             NGS
 PV0652
 PV0652                          STATION DESCRIPTION
 PV0652
 PV0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0652'6.3 KM (3.90 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0652'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 36.3 M (119.1
 PV0652'FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 PV0652'HIGHWAY, 11.3 M (37.1 FT) SOUTHEAST OF THE SOUTHEAST LEG OF A HIGHWAY
 PV0652'INFORMATION SIGN (EXIT 185 FOOD CAMPING), 4.7 M (15.4 FT) NORTHEAST
 PV0652'OF A BRACED FENCE POST, 1.3 M (4.3 FT) NORTHWEST OF A WITNESS POST
 PV0652'AND FENCE, AND THE DISK IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 PV0652'ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0653 ***********************************************************************
 PV0653  DESIGNATION -  CRMS 69
 PV0653  PID         -  PV0653
 PV0653  STATE/COUNTY-  WY/CROOK
 PV0653  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0653
 PV0653                         *CURRENT SURVEY CONTROL
 PV0653  ___________________________________________________________________
 PV0653* NAD 83(1986)-  44 22 56.     (N)    104 24 41.     (W)     SCALED    
 PV0653* NAVD 88     -      1528.325  (meters)    5014.18   (feet)  ADJUSTED  
 PV0653  ___________________________________________________________________
 PV0653  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 PV0653  DYNAMIC HT  -        1527.703 (meters)    5012.14  (feet)  COMP
 PV0653  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 PV0653
 PV0653  VERT ORDER  -  FIRST     CLASS II
 PV0653
 PV0653.The horizontal coordinates were scaled from a topographic map and have
 PV0653.an estimated accuracy of +/- 6 seconds.
 PV0653
 PV0653.The orthometric height was determined by differential leveling
 PV0653.and adjusted by the National Geodetic Survey in September 1993..
 PV0653
 PV0653.The geoid height was determined by GEOID03.
 PV0653
 PV0653.The dynamic height is computed by dividing the NAVD 88
 PV0653.geopotential number by the normal gravity value computed on the
 PV0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0653.degrees latitude (g = 980.6199 gals.).
 PV0653
 PV0653.The modeled gravity was interpolated from observed gravity values.
 PV0653
 PV0653;                    North         East    Units  Estimated Accuracy
 PV0653;SPC WY E     -   431,500.      260,180.      MT  (+/- 180 meters Scaled)
 PV0653
 PV0653                          SUPERSEDED SURVEY CONTROL
 PV0653
 PV0653.No superseded survey control is available for this station.
 PV0653
 PV0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK468144(NAD 83)
 PV0653_MARKER: DD = SURVEY DISK
 PV0653_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0653+WITH SETTING: INFORMATION.
 PV0653_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0653_STAMPING: CRMS 69
 PV0653_MARK LOGO: WYHD  
 PV0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0653+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0653
 PV0653  HISTORY     - Date     Condition        Report By
 PV0653  HISTORY     - UNK      MONUMENTED       WYHD
 PV0653  HISTORY     - 19910828 GOOD             NGS
 PV0653
 PV0653                          STATION DESCRIPTION
 PV0653
 PV0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0653'4.5 KM (2.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0653'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 54.8 M (179.8
 PV0653'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 PV0653'35.0 M (114.8 FT) WEST OF A BRACED FENCE POST, 4.2 M (13.8 FT) ABOVE
 PV0653'THE LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT) SOUTHWEST OF A WITNESS POST
 PV0653'AND FENCE, AND THE DISK IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 PV0653'ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0648 ***********************************************************************
 PV0648  DESIGNATION -  CRMS 8
 PV0648  PID         -  PV0648
 PV0648  STATE/COUNTY-  WY/CROOK
 PV0648  USGS QUAD   -  MOORCROFT (1984)
 PV0648
 PV0648                         *CURRENT SURVEY CONTROL
 PV0648  ___________________________________________________________________
 PV0648* NAD 83(1986)-  44 16 10.     (N)    104 52 36.     (W)     SCALED    
 PV0648* NAVD 88     -      1310.900  (meters)    4300.84   (feet)  ADJUSTED  
 PV0648  ___________________________________________________________________
 PV0648  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PV0648  DYNAMIC HT  -        1310.381 (meters)    4299.14  (feet)  COMP
 PV0648  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 PV0648
 PV0648  VERT ORDER  -  FIRST     CLASS II
 PV0648
 PV0648.The horizontal coordinates were scaled from a topographic map and have
 PV0648.an estimated accuracy of +/- 6 seconds.
 PV0648
 PV0648.The orthometric height was determined by differential leveling
 PV0648.and adjusted by the National Geodetic Survey in September 1993..
 PV0648
 PV0648.The geoid height was determined by GEOID03.
 PV0648
 PV0648.The dynamic height is computed by dividing the NAVD 88
 PV0648.geopotential number by the normal gravity value computed on the
 PV0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0648.degrees latitude (g = 980.6199 gals.).
 PV0648
 PV0648.The modeled gravity was interpolated from observed gravity values.
 PV0648
 PV0648;                    North         East    Units  Estimated Accuracy
 PV0648;SPC WY E     -   418,730.      223,150.      MT  (+/- 180 meters Scaled)
 PV0648
 PV0648                          SUPERSEDED SURVEY CONTROL
 PV0648
 PV0648.No superseded survey control is available for this station.
 PV0648
 PV0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK098018(NAD 83)
 PV0648_MARKER: DD = SURVEY DISK
 PV0648_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0648+WITH SETTING: INFORMATION.
 PV0648_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0648_STAMPING: CRMS 8
 PV0648_MARK LOGO: WYHD  
 PV0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0648+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0648
 PV0648  HISTORY     - Date     Condition        Report By
 PV0648  HISTORY     - UNK      MONUMENTED       WYHD
 PV0648  HISTORY     - 19910828 GOOD             NGS
 PV0648
 PV0648                          STATION DESCRIPTION
 PV0648
 PV0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0648'7.5 KM (4.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0648'JUNCTION OF U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 32.4 M (106.3
 PV0648'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 PV0648'7.7 M (25.3 FT) NORTH OF A WITNESS POST AND FENCE, 1.5 M (4.9 FT)
 PV0648'ABOVE THE LEVEL OF THE HIGHWAY, AND THE DISK IS FLUSH WITH THE GROUND
 PV0648'SURFACE.  NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0647 ***********************************************************************
 PV0647  DESIGNATION -  CRMS 9
 PV0647  PID         -  PV0647
 PV0647  STATE/COUNTY-  WY/CROOK
 PV0647  USGS QUAD   -  GRASSHOPPER BUTTE (1984)
 PV0647
 PV0647                         *CURRENT SURVEY CONTROL
 PV0647  ___________________________________________________________________
 PV0647* NAD 83(1986)-  44 16 16.     (N)    104 51 56.     (W)     SCALED    
 PV0647* NAVD 88     -      1292.849  (meters)    4241.62   (feet)  ADJUSTED  
 PV0647  ___________________________________________________________________
 PV0647  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 PV0647  DYNAMIC HT  -        1292.338 (meters)    4239.95  (feet)  COMP
 PV0647  MODELED GRAV-     980,177.9   (mgal)                       NAVD 88
 PV0647
 PV0647  VERT ORDER  -  FIRST     CLASS II
 PV0647
 PV0647.The horizontal coordinates were scaled from a topographic map and have
 PV0647.an estimated accuracy of +/- 6 seconds.
 PV0647
 PV0647.The orthometric height was determined by differential leveling
 PV0647.and adjusted by the National Geodetic Survey in September 1993..
 PV0647
 PV0647.The geoid height was determined by GEOID03.
 PV0647
 PV0647.The dynamic height is computed by dividing the NAVD 88
 PV0647.geopotential number by the normal gravity value computed on the
 PV0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0647.degrees latitude (g = 980.6199 gals.).
 PV0647
 PV0647.The modeled gravity was interpolated from observed gravity values.
 PV0647
 PV0647;                    North         East    Units  Estimated Accuracy
 PV0647;SPC WY E     -   418,920.      224,040.      MT  (+/- 180 meters Scaled)
 PV0647
 PV0647                          SUPERSEDED SURVEY CONTROL
 PV0647
 PV0647.No superseded survey control is available for this station.
 PV0647
 PV0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK107019(NAD 83)
 PV0647_MARKER: DD = SURVEY DISK
 PV0647_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0647+WITH SETTING: INFORMATION.
 PV0647_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0647_STAMPING: CRMS 9
 PV0647_MARK LOGO: WYHD  
 PV0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0647+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0647
 PV0647  HISTORY     - Date     Condition        Report By
 PV0647  HISTORY     - UNK      MONUMENTED       WYHD
 PV0647  HISTORY     - 19910828 GOOD             NGS
 PV0647
 PV0647                          STATION DESCRIPTION
 PV0647
 PV0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0647'8.5 KM (5.30 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0647'JUNCTION OF U.S. HIGHWAY 16 IN MOORCROFT, 37.5 M (123.0 FT) NORTH OF
 PV0647'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 32.9 M (107.9
 PV0647'FT) WEST OF A BRACED FENCE POST, 2.0 M (6.6 FT) ABOVE THE LEVEL OF
 PV0647'THE HIGHWAY, 1.9 M (6.2 FT) NORTH OF A WITNESS POST AND FENCE, AND
 PV0647'THE DISK PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 PV0647'NOTE--THE ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0316 ***********************************************************************
 NS0316  DESIGNATION -  CROOK
 NS0316  PID         -  NS0316
 NS0316  STATE/COUNTY-  WY/FREMONT
 NS0316  USGS QUAD   -  WIND RIVER (1975)
 NS0316
 NS0316                         *CURRENT SURVEY CONTROL
 NS0316  ___________________________________________________________________
 NS0316* NAD 83(1993)-  42 58 10.99410(N)    108 59 35.36586(W)     ADJUSTED  
 NS0316* NAVD 88     -      2031.1    (meters)    6664.     (feet)  VERTCON   
 NS0316  ___________________________________________________________________
 NS0316  LAPLACE CORR-         -25.00  (seconds)                    DEFLEC99
 NS0316  GEOID HEIGHT-         -10.35  (meters)                     GEOID03
 NS0316
 NS0316  HORZ ORDER  -  THIRD
 NS0316
 NS0316.The horizontal coordinates were established by classical geodetic methods
 NS0316.and adjusted by the National Geodetic Survey in January 1997..
 NS0316
 NS0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0316
 NS0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0316
 NS0316.The geoid height was determined by GEOID03.
 NS0316
 NS0316;                    North         East     Units Scale Factor Converg.
 NS0316;SPC WYWC     -   274,318.864   580,164.230   MT  0.99994234   -0 09 56.7
 NS0316;UTM  12      - 4,759,406.331   663,657.177   MT  0.99992950   +1 22 05.5
 NS0316
 NS0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0316!SPC WYWC     -   0.99968320  x   0.99994234  =   0.99962556
 NS0316!UTM  12      -   0.99968320  x   0.99992950  =   0.99961272
 NS0316
 NS0316:                Primary Azimuth Mark                     Grid Az
 NS0316:SPC WYWC     -  TEL                                      188 23 21.4
 NS0316:UTM  12      -  TEL                                      186 51 19.2
 NS0316
 NS0316|---------------------------------------------------------------------|
 NS0316| PID    Reference Object                     Distance      Geod. Az  |
 NS0316|                                                           dddmmss.s |
 NS0316| NS0265 TEL                                 APPROX. 2.9 KM 1881324.7 |
 NS0316|---------------------------------------------------------------------|
 NS0316
 NS0316                          SUPERSEDED SURVEY CONTROL
 NS0316
 NS0316  NAD 83(1986)-  42 58 10.98075(N)    108 59 35.36571(W) AD(       ) 3
 NS0316  NGVD 29 (11/06/89) 2030.0    (m)         6660.     (f) VERT ANG       
 NS0316
 NS0316.Superseded values are not recommended for survey control.
 NS0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0316.See file dsdata.txt to determine how the superseded data were derived.
 NS0316
 NS0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6365759406(NAD 83)
 NS0316_MARKER: DD = SURVEY DISK
 NS0316_SETTING: 0 = UNSPECIFIED SETTING
 NS0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0316
 NS0316  HISTORY     - Date     Condition        Report By
 NS0316  HISTORY     - 1950     MONUMENTED       USGS
 NS0316
 NS0316                          STATION DESCRIPTION
 NS0316
 NS0316'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0316'STATION IS LOCATED APPROXIMATELY 6 AIRLINE MI. SW. OF FT. WASHAKIE AND
 NS0316'1 MI. AIRLINE S. OF WASHAKIE RESERVOIR ON HIGH GRANITE COVERED RIDGE,
 NS0316'WHICH OVERLOOKS CROOKED CREEK TO THE S. AND WASHAKIE RESERVOIR TO THE
 NS0316'N., IN SE. 1/4 SEC. 16, T 1 S, R 2 W.
 NS0316'
 NS0316'TO REACH STATION FROM FT. WASHAKIE, GO S. FROM CONOCO GASOLINE STATION
 NS0316'(ON U.S. HIGHWAY 287) 1.0 MI. TO ETHETE-WIND RIVER CROSSROADS, WITH
 NS0316'L.D.S. CHURCH ON RIGHT, TURN RIGHT, GO SW. TO WIND RIVER, AN INDIAN
 NS0316'VILLAGE 0.7 MI. FROM CROSSROADS, KEEP ON GRADED GRAVEL-SURFACED RD.
 NS0316'STRAIGHT AHEAD (W.) 2.6 MI. TO WASHAKIE RESERVOIR Y-FORKS, LEAVE
 NS0316'GRAVEL RD. AND CONTINUE ON RIGHT, IMPROVED DIRT RD. FORK FOR 1.2 MI.,
 NS0316'TURN LEFT JUST AFTER PASSING THRU GATE, ON TRACKED FORK, CONTINUE FOR
 NS0316'1.9 MI., HERE TURN RIGHT AND DRIVE CROSS-COUNTRY FOR 0.3 MI. TO
 NS0316'BOTTOM OF HIGH GRANITE BOULDER COVERED RIDGE, LEAVE TRUCK AND PACK
 NS0316'STRAIGHT UP SLOPE OF RIDGE TO HIGHEST POINT.  STATION IS ABOUT 10 FT.
 NS0316'(N.) OF LONE DWARF CEDAR TREE IN A GRANITE BOULDER-IN-PLACE, A ROCK
 NS0316'CAIRN 1.5 FT. HIGH IS ADJACENT TO STATION.
 NS0316'
 NS0316'STATION MARK--STANDARD USGS TABLET SET FLUSH IN GRANITE
 NS0316'BOULDER-IN-PLACE, STAMPED---WR-CROOK 1950 VA 6664---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0328 ***********************************************************************
 PX0328  DESIGNATION -  CROOKED
 PX0328  PID         -  PX0328
 PX0328  STATE/COUNTY-  WY/BIG HORN
 PX0328  USGS QUAD   -  SYKES SPRING (1978)
 PX0328
 PX0328                         *CURRENT SURVEY CONTROL
 PX0328  ___________________________________________________________________
 PX0328* NAD 83(1993)-  44 56 18.45572(N)    108 16 53.77837(W)     ADJUSTED  
 PX0328* NAVD 88     -      1408.3    (meters)    4620.     (feet)  VERTCON   
 PX0328  ___________________________________________________________________
 PX0328  LAPLACE CORR-           8.02  (seconds)                    DEFLEC99
 PX0328  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 PX0328
 PX0328  HORZ ORDER  -  FIRST
 PX0328
 PX0328.The horizontal coordinates were established by classical geodetic methods
 PX0328.and adjusted by the National Geodetic Survey in January 1997..
 PX0328
 PX0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0328
 PX0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0328
 PX0328.The geoid height was determined by GEOID03.
 PX0328
 PX0328;                    North         East     Units Scale Factor Converg.
 PX0328;SPC WYEC     -   593,463.284   325,156.444   MT  1.00000635   -0 40 11.4
 PX0328;SPC MT       -    77,273.224   696,169.089   MT  1.00003749   +0 53 28.5
 PX0328;SPC MT       -   253,521.08  2,284,019.32   iFT  1.00003749   +0 53 28.5
 PX0328;UTM  12      - 4,979,709.373   714,480.606   MT  1.00016569   +1 55 15.1
 PX0328
 PX0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0328!SPC WYEC     -   0.99978115  x   1.00000635  =   0.99978750
 PX0328!SPC MT       -   0.99978115  x   1.00003749  =   0.99981864
 PX0328!UTM  12      -   0.99978115  x   1.00016569  =   0.99994681
 PX0328
 PX0328|---------------------------------------------------------------------|
 PX0328| PID    Reference Object                     Distance      Geod. Az  |
 PX0328|                                                           dddmmss.s |
 PX0328| CQ5360 CROOKED RM 1                          7.308 METERS 07806     |
 PX0328| CQ5359 CROOKED AZ MK                                      1464823.3 |
 PX0328| CQ5361 CROOKED RM 2                          4.938 METERS 16850     |
 PX0328|---------------------------------------------------------------------|
 PX0328
 PX0328                          SUPERSEDED SURVEY CONTROL
 PX0328
 PX0328  NAD 83(1986)-  44 56 18.44708(N)    108 16 53.76280(W) AD(       ) 1
 PX0328  NAD 27      -  44 56 18.60960(N)    108 16 51.35040(W) AD(       ) 1
 PX0328  NGVD 29 (07/19/86) 1407.5    (m)         4618.     (f) VERT ANG       
 PX0328
 PX0328.Superseded values are not recommended for survey control.
 PX0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0328.See file dsdata.txt to determine how the superseded data were derived.
 PX0328
 PX0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ1448179709(NAD 83)
 PX0328_MARKER: DS = TRIANGULATION STATION DISK
 PX0328_SETTING: 66 = SET IN ROCK OUTCROP
 PX0328
 PX0328  HISTORY     - Date     Condition        Report By
 PX0328  HISTORY     - 1957     MONUMENTED       CGS
 PX0328
 PX0328                          STATION DESCRIPTION
 PX0328
 PX0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0328'STATION IS ABOUT 7 MILES NORTH AND 6-1/2 MILES EAST OF LOVELL,
 PX0328'4-1/4 MILES SOUTH OF THE WYOMING-MONTANA STATE LINE, ABOUT
 PX0328'2 MILES SOUTH OF CROOKED CREEK, ON THE HIGHEST POINT OF A
 PX0328'ROCKY BUTTE, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 PX0328'
 PX0328'REACH FROM THE JUNCTON OF U.S. HIGHWAY 310 AND STATE HIGHWAY 14
 PX0328'AT THE EAST EDGE OF LOVELL BY GOING EAST ON HIGHWAY 14 FOR
 PX0328'8.85 MILES TO A CROSSROADS ABOUT 300 FEET WEST OF A RAILROAD
 PX0328'CROSSING, TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 2.0
 PX0328'MILES TO A SIDE ROAD ON THE LEFT AT A CEMETERY, TURN LEFT
 PX0328'AND GO WEST AND NORTHWEST ON A GRADED DIRT ROAD FOR 2.95
 PX0328'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWESTERLY
 PX0328'FOR 2.05 MILES TO A TRACK ROAD ON THE RIGHT, TURN RIGHT AND
 PX0328'FOLLOW THE TRACK ROAD NORTHERLY FOR 0.2 MILE TO THE END OF
 PX0328'TRUCK TRAVEL.  FROM THIS POINT PACK NORTH AND NORTHWEST FOR
 PX0328'1 HOUR TO THE HIGHEST POINT AND THE STATION.
 PX0328'
 PX0328'STATION MARK IS A STANDARD DISK, STAMPED CROOKED 1957, CEMENTED
 PX0328'IN A DRILL HOLE IN A 10 FT X 20 FT ROCK OUTCROP THAT PROJECTS
 PX0328'8 FEET.  IT IS 8 FEET EAST OF A CAIRN.
 PX0328'
 PX0328'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROOKED NO 1 1957,
 PX0328'CEMENTED IN A DRILL HOLE IN AN 8 FT X 10 FT ROCK OUTCROP THAT
 PX0328'PROJECTS 5 FEET.  IT IS 31 FEET EAST OF THE CAIRN AND ABOUT
 PX0328'2 FEET LOWER THAN THE STATION.
 PX0328'
 PX0328'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROOKED NO 2 1957,
 PX0328'CEMENTED IN A DRILL HOLE 7 FT X 15 FT ROCK OUTCROP THAT PROJECTS
 PX0328'5 FEET.  IT IS 20 FET SOUTHEAST OF THE CAIRN.
 PX0328'
 PX0328'AZIMUTH MARK IS A UNITED STATES BUREAU OF RECLAMATION BENCH
 PX0328'MARK DISK (NOT STAMPED) BRAZED TO THE TOP OF A 2-INCH
 PX0328'IRON PIPE THAT PROJECTS 3 INCHES.  IT IS 59 FEET SOUTHWEST OF
 PX0328'THE CENTER OF THE ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 PX0328'SET 8 INCHES NORTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0462 ***********************************************************************
 NR0462  DESIGNATION -  CROOKS MTN BLM RAD MAST
 NR0462  PID         -  NR0462
 NR0462  STATE/COUNTY-  WY/FREMONT
 NR0462  USGS QUAD   -  CROOKS MOUNTAIN (1984)
 NR0462
 NR0462                         *CURRENT SURVEY CONTROL
 NR0462  ___________________________________________________________________
 NR0462* NAD 83(1993)-  42 24 00.23378(N)    107 57 31.42057(W)     ADJUSTED  
 NR0462* NAVD 88     -                                                        
 NR0462  ___________________________________________________________________
 NR0462  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 NR0462  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 NR0462
 NR0462  HORZ ORDER  -  THIRD
 NR0462
 NR0462.The horizontal coordinates were established by classical geodetic methods
 NR0462.and adjusted by the National Geodetic Survey in January 1997..
 NR0462
 NR0462
 NR0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0462
 NR0462.The geoid height was determined by GEOID03.
 NR0462
 NR0462;                    North         East     Units Scale Factor Converg.
 NR0462;SPC WYWC     -   211,316.339   665,141.377   MT  0.99998969   +0 32 00.9
 NR0462;UTM  13      - 4,698,438.005   256,496.026   MT  1.00032960   -1 59 45.8
 NR0462;UTM  12      - 4,698,678.097   750,297.952   MT  1.00037089   +2 03 06.5
 NR0462
 NR0462                          SUPERSEDED SURVEY CONTROL
 NR0462
 NR0462  NAD 83(1986)-  42 24 00.21799(N)    107 57 31.42041(W) AD(       ) 4
 NR0462  NAD 27      -  42 24 00.37963(N)    107 57 29.12760(W) AD(       ) 3
 NR0462
 NR0462.Superseded values are not recommended for survey control.
 NR0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0462.See file dsdata.txt to determine how the superseded data were derived.
 NR0462
 NR0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG5649698438(NAD 83)
 NR0462_MARKER: 42 = RADIO/TV MAST
 NR0462
 NR0462  HISTORY     - Date     Condition        Report By
 NR0462  HISTORY     - 1972     FIRST OBSERVED   NGS
 NR0462
 NR0462                          STATION DESCRIPTION
 NR0462
 NR0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 NR0462'THE POINT INTERSECTED WAS THE TOP CENTER OF THE CROOKS MOUNTAIN,
 NR0462'BUREAU OF LAND MANAGEMENT, RADIO KOD 462, MAST THAT IS LOCATED 9.5
 NR0462'MILES SOUTH-SOUTHWEST OF JEFFREY CITY, 8 MILES SOUTH OF U.S.
 NR0462'HIGHWAY 287 AND ON THE HIGHEST POINT OF CROOKS MOUNTAIN.  THE MAST
 NR0462'IS TRIANGULAR IN CROSS SECTION, UNPAINTED AND HAS A POLE
 NR0462'ANTENNA EXTENDING FROM THE TOP.  IT IS 110 FEET OVERALL IN
 NR0462'HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0453 ***********************************************************************
 MQ0453  DESIGNATION -  CROSS
 MQ0453  PID         -  MQ0453
 MQ0453  STATE/COUNTY-  WY/SWEETWATER
 MQ0453  USGS QUAD   -  DEER BUTTE (1986)
 MQ0453
 MQ0453                         *CURRENT SURVEY CONTROL
 MQ0453  ___________________________________________________________________
 MQ0453* NAD 83(1993)-  41 50 00.68302(N)    109 02 28.98533(W)     ADJUSTED  
 MQ0453* NAVD 88     -      2406.6    (meters)    7896.     (feet)  VERTCON   
 MQ0453  ___________________________________________________________________
 MQ0453  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 MQ0453  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 MQ0453
 MQ0453  HORZ ORDER  -  THIRD
 MQ0453
 MQ0453.The horizontal coordinates were established by classical geodetic methods
 MQ0453.and adjusted by the National Geodetic Survey in January 1997..
 MQ0453
 MQ0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0453
 MQ0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0453
 MQ0453.The geoid height was determined by GEOID03.
 MQ0453
 MQ0453;                    North         East     Units Scale Factor Converg.
 MQ0453;SPC WYWC     -   148,129.048   575,797.225   MT  0.99994471   -0 11 39.6
 MQ0453;UTM  12      - 4,633,147.143   662,633.509   MT  0.99992548   +1 18 23.8
 MQ0453
 MQ0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0453!SPC WYWC     -   0.99962486  x   0.99994471  =   0.99956959
 MQ0453!UTM  12      -   0.99962486  x   0.99992548  =   0.99955036
 MQ0453
 MQ0453:                Primary Azimuth Mark                     Grid Az
 MQ0453:SPC WYWC     -  NORTH                                    232 57 11.1
 MQ0453:UTM  12      -  NORTH                                    231 27 07.7
 MQ0453
 MQ0453|---------------------------------------------------------------------|
 MQ0453| PID    Reference Object                     Distance      Geod. Az  |
 MQ0453|                                                           dddmmss.s |
 MQ0453| MQ0454 NORTH                               APPROX.13.5 KM 2324531.5 |
 MQ0453|---------------------------------------------------------------------|
 MQ0453
 MQ0453                          SUPERSEDED SURVEY CONTROL
 MQ0453
 MQ0453  NAD 83(1986)-  41 50 00.66969(N)    109 02 28.97883(W) AD(       ) 3
 MQ0453  NAD 27      -  41 50 00.80449(N)    109 02 26.54115(W) AD(       ) 3
 MQ0453  NGVD 29 (07/19/86) 2405.3    (m)         7891.     (f) VERT ANG       
 MQ0453
 MQ0453.Superseded values are not recommended for survey control.
 MQ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0453.See file dsdata.txt to determine how the superseded data were derived.
 MQ0453
 MQ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM6263433147(NAD 83)
 MQ0453
 MQ0453  HISTORY     - Date     Condition        Report By
 MQ0453  HISTORY     - 1957     MONUMENTED       USGS
 MQ0453  HISTORY     - 1958     GOOD             USGS
 MQ0453
 MQ0453                          STATION DESCRIPTION
 MQ0453
 MQ0453'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (BLS)
 MQ0453'STATION LOCATED APPROX. 6 MI. -AIRLINE- N-NW. OF SUPERIOR ON THE
 MQ0453'HIGHEST POINT OF A PROMINIENT BLUFF- KNOWN LOCALLY  AS DEER OR SPRING
 MQ0453'BUTTE OVERLOOKING HEAD OF LONG CANYON TO N. IN SEC.35 T.22 N.,R.,103
 MQ0453'W.
 MQ0453'
 MQ0453'STATION REACHED BY HELICOPTER.
 MQ0453'
 MQ0453'STATION MARK - STANDARD ALUMINUM TABLET SET FLUSH IN SANDSTONE BOULDER
 MQ0453'STAMPED --- CROSS 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0456 ***********************************************************************
 MQ0456  DESIGNATION -  CROSS
 MQ0456  PID         -  MQ0456
 MQ0456  STATE/COUNTY-  WY/SWEETWATER
 MQ0456  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0456
 MQ0456                         *CURRENT SURVEY CONTROL
 MQ0456  ___________________________________________________________________
 MQ0456* NAD 83(1993)-  41 35 55.43194(N)    109 13 05.17815(W)     ADJUSTED  
 MQ0456* NAVD 88     -      1969.4    (meters)    6461.     (feet)  VERTCON   
 MQ0456  ___________________________________________________________________
 MQ0456  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 MQ0456  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 MQ0456
 MQ0456  HORZ ORDER  -  SECOND
 MQ0456
 MQ0456.The horizontal coordinates were established by classical geodetic methods
 MQ0456.and adjusted by the National Geodetic Survey in January 1997..
 MQ0456
 MQ0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0456
 MQ0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0456
 MQ0456.The geoid height was determined by GEOID03.
 MQ0456
 MQ0456;                    North         East     Units Scale Factor Converg.
 MQ0456;SPC WYWC     -   122,117.644   560,976.830   MT  0.99995623   -0 18 38.8
 MQ0456;UTM  12      - 4,606,758.690   648,498.671   MT  0.99987138   +1 10 59.6
 MQ0456
 MQ0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0456!SPC WYWC     -   0.99969344  x   0.99995623  =   0.99964968
 MQ0456!UTM  12      -   0.99969344  x   0.99987138  =   0.99956485
 MQ0456
 MQ0456:                Primary Azimuth Mark                     Grid Az
 MQ0456:SPC WYWC     -  MICRO STA 5.5 MI NE ROCK SPRGS           037 27 59.0
 MQ0456:UTM  12      -  MICRO STA 5.5 MI NE ROCK SPRGS           035 58 20.6
 MQ0456
 MQ0456|---------------------------------------------------------------------|
 MQ0456| PID    Reference Object                     Distance      Geod. Az  |
 MQ0456|                                                           dddmmss.s |
 MQ0456| MQ0461 MICRO STA 5.5 MI NE ROCK SPRGS      APPROX. 8.1 KM 0370920.2 |
 MQ0456| MQ0457 ROCK SPRINGS E EDGER ST SPIPE       APPROX. 2.3 KM 1691952.5 |
 MQ0456| CP4779 CROSS RM 2                            9.025 METERS 23900     |
 MQ0456| MQ0468 SWEETWATER COUNTY TV CORP MAST      APPROX. 8.9 KM 2551048.6 |
 MQ0456| MQ0459 CROSS AZ MK                         APPROX. 0.6 KM 2993007.2 |
 MQ0456| CP4780 CROSS RM 4                            6.584 METERS 34333     |
 MQ0456| CP4778 CROSS RM 1                            6.570 METERS 34336     |
 MQ0456|---------------------------------------------------------------------|
 MQ0456
 MQ0456                          SUPERSEDED SURVEY CONTROL
 MQ0456
 MQ0456  NAD 83(1986)-  41 35 55.42500(N)    109 13 05.17070(W) AD(       ) 2
 MQ0456  NAD 27      -  41 35 55.55180(N)    109 13 02.71000(W) AD(       ) 2
 MQ0456  NGVD 29 (07/19/86) 1968.1    (m)         6457.     (f) VERT ANG       
 MQ0456
 MQ0456.Superseded values are not recommended for survey control.
 MQ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0456.See file dsdata.txt to determine how the superseded data were derived.
 MQ0456
 MQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM4849906759(NAD 83)
 MQ0456_MARKER: DS = TRIANGULATION STATION DISK
 MQ0456_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0456
 MQ0456  HISTORY     - Date     Condition        Report By
 MQ0456  HISTORY     - 1962     MONUMENTED       CGS
 MQ0456  HISTORY     - 1978     MARK NOT FOUND   NGS
 MQ0456
 MQ0456                          STATION DESCRIPTION
 MQ0456
 MQ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0456'STATION IS LOCATED ABOUT 3/4 MILE NORTH OF THE CENTER OF
 MQ0456'ROCK SPRINGS, 0.4 MILE SOUTH OF THE COUNTY FAIR GROUNDS AND
 MQ0456'ON THE HIGHEST POINT OF A ROCKY RIDGE THAT IS JUST NORTH
 MQ0456'OF A RESIDENTIAL DISTRICT.
 MQ0456'
 MQ0456'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30,
 MQ0456'187 AND STATE HIGHWAY 430, IN ROCK SPRINGS, GO NORTHERLY
 MQ0456'ON HIGHWAY 187 FOR 0.7 MILE TO THE WYOMING HIGHWAY DEPARTMENT
 MQ0456'BUILDING ON THE LEFT AND A FORK.  TAKE THE RIGHT FORK FOR
 MQ0456'0.35 MILE TO THE NATIONAL GUARD ARMORY BUILDING ON THE RIGHT,
 MQ0456'A FORK AND THE AZIMUTH MARK IN THE Y OF THE FORK.  TAKE THE
 MQ0456'RIGHT FORK FOR 0.05 MILE TO A FORK JUST RIGHT OF THE RACE
 MQ0456'TRACK.  TAKE THE RIGHT FORK, UPHILL, FOR 0.1 MILE TO A FORK.
 MQ0456'TAKE THE RIGHT FORK AND GO 0.1 MILE TO A FORK.  TAKE THE
 MQ0456'LEFT FORK FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION.
 MQ0456'
 MQ0456'STATION MARK IS A STANDARD DISK, STAMPED CROSS 1962, CEMENTED
 MQ0456'IN A DRILL HOLE IN OUTCROPPING ROCK FLUSH WITH THE GROUND
 MQ0456'AND 19.6 FEET NORTHEAST OF A PARTLY BURNED POST.
 MQ0456'
 MQ0456'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CROSS NO 1 1962,
 MQ0456'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK FLUSH WITH THE
 MQ0456'GROUND, 1.3 FEET LOWER THAN THE STATION AND 39.5 FEET NORTH
 MQ0456'OF THE BURNED POST.
 MQ0456'
 MQ0456'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CROSS NO 2 1962,
 MQ0456'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK FLUSH WITH THE
 MQ0456'GROUND, 2.4 FEET LOWER THAN THE STATION AND 19.6 FEET WEST
 MQ0456'OF THE BURNED POST.
 MQ0456'
 MQ0456'AZIMUTH MARK IS A STANDARD DISK, STAMPED CROSS 1962, CEMENTED
 MQ0456'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE FLOOR
 MQ0456'OF A PICNIC PATIO.  IT IS 184.5 FEET NORTHEAST OF THE NORTHEAST
 MQ0456'CORNER OF THE WYOMING NATIONAL GUARD BUILDING, 65.0 FEET SOUTH
 MQ0456'OF THE CENTERLINE OF A HARDTOP ROAD AND 53.0 FEET NORTH
 MQ0456'OF THE CENTERLINE OF A HARDTOP ROAD.
 MQ0456
 MQ0456                          STATION RECOVERY (1978)
 MQ0456
 MQ0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MQ0456'AZIMUTH MARK AND REFERENCE MARK 2 WERE ONLY MARKS FOUND.  STATION
 MQ0456'MARK WAS REESTABLISHED USING RM2, AZIMUTH MARK AND THE SWEETWATER
 MQ0456'COUNTY TELEVISION CORPORATION MAST.  A REFERENCE MARK 3 WAS
 MQ0456'ESTABLISHED BUT WAS FOUND DESTROYED WHEN REVISITED IN 1979.  A
 MQ0456'REFERENCE MARK 4 WAS ALSO ESTABLISHED AT THAT TIME.
 MQ0456'
 MQ0456'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 30, 187 AND
 MQ0456'STATE HIGHWAY 430 IN ROCK SPRINGS.  GO NORTHERLY ON HIGHWAY 187 FOR
 MQ0456'0.65 MILE TO STATE HIGHWAY DEPARTMENT BUILDING ON LEFT AND SIDE ROAD
 MQ0456'ON RIGHT, TURN RIGHT AND GO EASTERLY ON A SURFACED ROAD FOR 0.35 MILE
 MQ0456'TO THE NATIONAL GUARD BUILDING ON RIGHT AND PICNIC PATIO AND AZIMUTH
 MQ0456'MARK ON LEFT, CONTINUE ON ROAD FOR 0.05 MILE TO FORK, KEEP RIGHT AND
 MQ0456'FOLLOW A DIRT ROAD EAST AND SOUTH FOR 0.15 MILE, TURN RIGHT AND
 MQ0456'CONTINUE IN A SOUTHERLY DIRECTION ON ROAD, UPGRADE FOR 0.15 MILE,
 MQ0456'TURN RIGHT FOR 0.05 MILE, TURN RIGHT AND CONTINUE UP STEEP GRADE FOR
 MQ0456'140 FEET TO STATION.  STATION IS A STANDARD DISK, STAMPED---CROSS 1962
 MQ0456'1978--- CEMENTED IN A DRILL HOLE, IN THE TOP OF BEDROCK ABOUT 3
 MQ0456'INCHES BELOW ROCK SURFACE.
 MQ0456'
 MQ0456'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---CROSS NO 2 1962---
 MQ0456'CEMENTED IN A DRILL HOLE, IN THE TOP OF A BEDROCK IS ABOUT 2.5 FEET
 MQ0456'LOWER IN ELEVATION THAN STATION MARK.
 MQ0456'
 MQ0456'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---CROSS 1962 NO 4
 MQ0456'1979--- CEMENTED IN A DRILL HOLE, IN THE TOP OF BEDROCK ABOUT 1 FOOT
 MQ0456'LOWER IN ELEVATION THAN STATION MARK.
 MQ0456'
 MQ0456'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CROSS 1962--- CEMENTED IN
 MQ0456'A DRILL HOLE, IN THE TOP OF AND AT SOUTHEAST CORNER OF A CONCRETE
 MQ0456'PICNIC PATIO SLAB WHICH IS IN Y OF TWO ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0658 ***********************************************************************
 NT0658  DESIGNATION -  CROSSLEY
 NT0658  PID         -  NT0658
 NT0658  STATE/COUNTY-  WY/LINCOLN
 NT0658  USGS QUAD   -  SMOOT (1980)
 NT0658
 NT0658                         *CURRENT SURVEY CONTROL
 NT0658  ___________________________________________________________________
 NT0658* NAD 83(1993)-  42 31 59.40479(N)    110 58 58.52096(W)     ADJUSTED  
 NT0658* NAVD 88     -      2681.2    (meters)    8797.     (feet)  VERTCON   
 NT0658  ___________________________________________________________________
 NT0658  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 NT0658  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 NT0658
 NT0658  HORZ ORDER  -  THIRD
 NT0658
 NT0658.The horizontal coordinates were established by classical geodetic methods
 NT0658.and adjusted by the National Geodetic Survey in January 1997..
 NT0658
 NT0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0658
 NT0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0658
 NT0658.The geoid height was determined by GEOID03.
 NT0658
 NT0658;                    North         East     Units Scale Factor Converg.
 NT0658;SPC WY W     -   326,189.711   726,098.106   MT  1.00000467   -0 36 29.4
 NT0658;UTM  12      - 4,708,976.159   501,402.451   MT  0.99960002   +0 00 41.6
 NT0658
 NT0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0658!SPC WY W     -   0.99958148  x   1.00000467  =   0.99958615
 NT0658!UTM  12      -   0.99958148  x   0.99960002  =   0.99918167
 NT0658
 NT0658:                Primary Azimuth Mark                     Grid Az
 NT0658:SPC WY W     -  COMMISSARY                               106 51 38.8
 NT0658:UTM  12      -  COMMISSARY                               106 14 27.8
 NT0658
 NT0658|---------------------------------------------------------------------|
 NT0658| PID    Reference Object                     Distance      Geod. Az  |
 NT0658|                                                           dddmmss.s |
 NT0658| NT0640 COMMISSARY                          APPROX.25.3 KM 1061509.4 |
 NT0658|---------------------------------------------------------------------|
 NT0658
 NT0658                          SUPERSEDED SURVEY CONTROL
 NT0658
 NT0658  NAD 83(1993)-  42 31 59.40361(N)    110 58 58.52389(W) AD(       ) 3
 NT0658  NAD 83(1986)-  42 31 59.39339(N)    110 58 58.50402(W) AD(       ) 3
 NT0658  NAD 27      -  42 31 59.64246(N)    110 58 55.80527(W) AD(       ) 3
 NT0658  NGVD 29 (07/19/86) 2679.8    (m)         8792.     (f) VERT ANG       
 NT0658
 NT0658.Superseded values are not recommended for survey control.
 NT0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0658.See file dsdata.txt to determine how the superseded data were derived.
 NT0658
 NT0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN0140208976(NAD 83)
 NT0658
 NT0658  HISTORY     - Date     Condition        Report By
 NT0658  HISTORY     - 1934     MONUMENTED       USGS
 NT0658  HISTORY     - 1974     GOOD             USGS
 NT0658
 NT0658                          STATION DESCRIPTION
 NT0658
 NT0658'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NT0658'LOCATED ABOUT 15 MI. S. OF AFTON, ON RIM OF THE HIGHEST POINT OF THE
 NT0658'RIDGE LOCALLY KNOWN AS ---CROSSLEY RIDGE---, AT THE HEAD OF WHITE
 NT0658'CANYON.
 NT0658'
 NT0658'TO REACH STATION FROM AFTON, TAKE STATE HIGHWAY 89 S. 15 MI., THENCE
 NT0658'W. AND N. 0.6 MI. UP WHITE CANYON.  LEAVE CAR HERE AND CLIMB RIDGE W.
 NT0658'TO RIM, AND THENCE FOLLOW RIM N. TO STATION.  FOUR HOUR HIKE TO
 NT0658'STATION.
 NT0658'
 NT0658'RECOVERED.
 NT0658'
 NT0658'STATION MARK--STANDARD TABLET, CEMENTED IN BURIED BOULDER, AND
 NT0658'STAMPED ---CROSSLEY-1934---.
 NT0658'
 NT0658'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 NT0658'BOULDER 20.94 FT. FROM STATION, N 44 DEG 51 MIN E.
 NT0658'
 NT0658'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 NT0658'BOULDER 26.10 FT. FROM STATION, S 60 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0496 ***********************************************************************
 NT0496  DESIGNATION -  CROW
 NT0496  PID         -  NT0496
 NT0496  STATE/COUNTY-  WY/LINCOLN
 NT0496  USGS QUAD   -  SAGE VALLEY (1980)
 NT0496
 NT0496                         *CURRENT SURVEY CONTROL
 NT0496  ___________________________________________________________________
 NT0496* NAD 83(1993)-  42 40 47.40165(N)    111 01 14.41815(W)     ADJUSTED  
 NT0496* NAVD 88     -      2216.7    (meters)    7273.     (feet)  VERTCON   
 NT0496  ___________________________________________________________________
 NT0496  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 NT0496  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 NT0496
 NT0496  HORZ ORDER  -  SECOND
 NT0496
 NT0496.The horizontal coordinates were established by classical geodetic methods
 NT0496.and adjusted by the National Geodetic Survey in July 1992..
 NT0496
 NT0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0496
 NT0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0496
 NT0496.The geoid height was determined by GEOID03.
 NT0496
 NT0496;                    North         East     Units Scale Factor Converg.
 NT0496;SPC WY W     -   342,514.869   723,177.399   MT  1.00001008   -0 38 07.6
 NT0496;SPC ID E     -   113,170.095   293,924.825   MT  1.00005586   +0 46 36.9
 NT0496;UTM  12      - 4,725,262.088   498,306.361   MT  0.99960004   -0 00 50.4
 NT0496
 NT0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0496!SPC WY W     -   0.99965424  x   1.00001008  =   0.99966432
 NT0496!SPC ID E     -   0.99965424  x   1.00005586  =   0.99971008
 NT0496!UTM  12      -   0.99965424  x   0.99960004  =   0.99925442
 NT0496
 NT0496|---------------------------------------------------------------------|
 NT0496| PID    Reference Object                     Distance      Geod. Az  |
 NT0496|                                                           dddmmss.s |
 NT0496| CM5406 CROW RM 1                            11.163 METERS 03906     |
 NT0496| NT0659 AFTON LATTER DAY SAINTS CHURCH      APPROX. 9.7 KM 0555710.2 |
 NT0496| CM5407 CROW RM 2                             8.155 METERS 11853     |
 NT0496|---------------------------------------------------------------------|
 NT0496
 NT0496                          SUPERSEDED SURVEY CONTROL
 NT0496
 NT0496  NAD 83(1986)-  42 40 47.39096(N)    111 01 14.40898(W) AD(       ) 2
 NT0496  NAD 27      -  42 40 47.63900(N)    111 01 11.65400(W) AD(       ) 2
 NT0496  NGVD 29 (07/19/86) 2215.4    (m)         7268.     (f) VERT ANG       
 NT0496
 NT0496.Superseded values are not recommended for survey control.
 NT0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0496.See file dsdata.txt to determine how the superseded data were derived.
 NT0496
 NT0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9830625262(NAD 83)
 NT0496_MARKER: DS = TRIANGULATION STATION DISK
 NT0496_SETTING: 0 = UNSPECIFIED SETTING
 NT0496
 NT0496  HISTORY     - Date     Condition        Report By
 NT0496  HISTORY     - 1946     MONUMENTED       CGS
 NT0496
 NT0496                          STATION DESCRIPTION
 NT0496
 NT0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0496'THE STATION IS LOCATED ON A HIGH PROMINENT SAGE BRUSH COVERED
 NT0496'HILL ON THE WEST SIDE OF STAR VALLEY, 5 MILES, AIRLINE, SOUTHWEST
 NT0496'OF AFTON, 2 MILES SOUTHWEST OF FAIRVIEW, 1.2 MILES EAST OF THE
 NT0496'IDAHO-WYOMING STATE LINE AND ON THE NORTH SIDE OF CROW CREEK.
 NT0496'IT IS SURROUNDED BY HILLS OF APPROXIMATELY THE SAME ELEVATION
 NT0496'TO THE SOUTH, WEST, AND NORTHWEST.
 NT0496'
 NT0496'THE STATION MARK IS A STANDARD DISC WELDED ON THE TOP OF A THREE
 NT0496'INCH CAST IRON SOIL PIPE WHICH IS SURROUNDED BY CONCRETE
 NT0496'AND IS ON THE HIGHEST POINT OF THE HILL.  IT PROJECTS 6 INCHES
 NT0496'AND IS STAMPED CROW 1946.
 NT0496'
 NT0496'REFERENCE MARK NO. 1 IS A STANDARD DISC WELDED ON THE TOP
 NT0496'OF A THREE INCH CAST IRON SOIL PIPE WHICH PROJECTS 2 INCHES
 NT0496'AND IS APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 NT0496'IT IS STAMPED CROW NO 1 1946.
 NT0496'
 NT0496'REFERENCE MARK NO. 2 IS A STANDARD DISC WELDED ON THE TOP OF A
 NT0496'THREE INCH CAST IRON SOIL PIPE WHICH PROJECTS 3 INCHES AND
 NT0496'IS REINFORCED WITH CONCRETE.  IT IS ABOUT THE SAME ELEVATION
 NT0496'AS THE STATION MARK AND IS STAMPED CROW NO 2 1946.
 NT0496'
 NT0496'STATION BAGLEY MAY BE USED FOR AN AZIMUTH MARK.
 NT0496'
 NT0496'NO SUITABLE OBJECT WAS FOUND FOR A SUBSTITUTE CONTROL STATION.
 NT0496'
 NT0496'TO REACH FROM THE POST OFFICE IN AFTON GO SOUTH ON U.S. HIGHWAY
 NT0496'NO. 89 FOR 2.25 MILES TO A ROAD LEADING RIGHT, WEST, AT THE
 NT0496'UPPER STAR VALLEY CHEESE ASSOCIATION FACTORY.  TURN RIGHT,
 NT0496'WEST, AND GO 3.45 MILES TO A T- ROAD JUST BEYOND A CREEK
 NT0496'CROSSING.  TURN LEFT, SOUTH, AND GO 0.3 MILE TO FORKS.  KEEP
 NT0496'STRAIGHT AHEAD ON THE RIGHT FORK FOR 2.0 MILES TO A GATE
 NT0496'ON THE RIGHT INTO A FIELD JUST WEST OF AN OLD CABIN, TURN
 NT0496'RIGHT THROUGH GATE AND FOLLOW AN OLD ROAD NORTH UP CANYON
 NT0496'FOR 1.0 MILE TO THE EDGE OF A FIELD.  KEEP LEFT AND GO AROUND
 NT0496'WEST EDGE OF THE FIELD FOR 0.4 MILE TO A FENCE LINE.  TURN
 NT0496'RIGHT AND PICK WAY ALONG RIDGE SOUTHEASTERLY FOR 0.5 MILE
 NT0496'TO THE HIGHEST POINT AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0316 ***********************************************************************
 OW0316  DESIGNATION -  CROW
 OW0316  PID         -  OW0316
 OW0316  STATE/COUNTY-  WY/FREMONT
 OW0316  USGS QUAD   -  EAST FORK BASIN (1991)
 OW0316
 OW0316                         *CURRENT SURVEY CONTROL
 OW0316  ___________________________________________________________________
 OW0316* NAD 83(1993)-  43 44 21.59076(N)    109 15 46.36300(W)     ADJUSTED  
 OW0316* NAVD 88     -      3732.     (meters)   12244.     (feet)  SCALED    
 OW0316  ___________________________________________________________________
 OW0316  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 OW0316  GEOID HEIGHT-          -8.17  (meters)                     GEOID03
 OW0316
 OW0316  HORZ ORDER  -  THIRD
 OW0316
 OW0316.The horizontal coordinates were established by classical geodetic methods
 OW0316.and adjusted by the National Geodetic Survey in January 1997..
 OW0316
 OW0316.The orthometric height was scaled from a topographic map.
 OW0316
 OW0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0316
 OW0316.The geoid height was determined by GEOID03.
 OW0316
 OW0316;                    North         East     Units Scale Factor Converg.
 OW0316;SPC WYWC     -   359,916.092   558,686.845   MT  0.99995849   -0 21 16.6
 OW0316;UTM  12      - 4,844,387.843   639,881.446   MT  0.99984067   +1 12 04.3
 OW0316
 OW0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0316!SPC WYWC     -   0.99941647  x   0.99995849  =   0.99937498
 OW0316!UTM  12      -   0.99941647  x   0.99984067  =   0.99925723
 OW0316
 OW0316:                Primary Azimuth Mark                     Grid Az
 OW0316:SPC WYWC     -  WASHAKIE NEEDLES HIGHEST POINT           079 50 55.7
 OW0316:UTM  12      -  WASHAKIE NEEDLES HIGHEST POINT           078 17 34.8
 OW0316
 OW0316|---------------------------------------------------------------------|
 OW0316| PID    Reference Object                     Distance      Geod. Az  |
 OW0316|                                                           dddmmss.s |
 OW0316| OW0315 WASHAKIE NEEDLES HIGHEST POINT      APPROX. 5.0 KM 0792939.1 |
 OW0316| CP4781 CROW AZ MK                                         1853626.6 |
 OW0316| CP4782 CROW RM 1                            16.302 METERS 20720     |
 OW0316| CP4783 CROW RM 2                             9.245 METERS 26937     |
 OW0316|---------------------------------------------------------------------|
 OW0316
 OW0316                          SUPERSEDED SURVEY CONTROL
 OW0316
 OW0316  NAD 83(1986)-  43 44 21.57729(N)    109 15 46.35132(W) AD(       ) 3
 OW0316  NAD 27      -  43 44 21.75500(N)    109 15 43.86900(W) AD(       ) 3
 OW0316
 OW0316.Superseded values are not recommended for survey control.
 OW0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0316.See file dsdata.txt to determine how the superseded data were derived.
 OW0316
 OW0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP3988144388(NAD 83)
 OW0316_MARKER: DS = TRIANGULATION STATION DISK
 OW0316_SETTING: 80 = SET IN A BOULDER
 OW0316_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OW0316
 OW0316  HISTORY     - Date     Condition        Report By
 OW0316  HISTORY     - 1936     MONUMENTED       CGS
 OW0316
 OW0316                          STATION DESCRIPTION
 OW0316
 OW0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0316'ABOUT 19 MILES WEST AND 14 MILES NORTH OF DUBOIS, 11 MILES NORTH
 OW0316'OF FRENCHS SHEEP CAMP IN CROW CREEK BASIN, ABOUT 3 MILES
 OW0316'WEST AND 1/2 MILE SOUTH OF WASHAKIE NEEDLES, AND DUE NORTH OF
 OW0316'HEAD OF CROW CREEK, ON HIGHEST PEAK FOR MANY MILES AROUND
 OW0316'EXCEPT WASHAKIE NEEDLES AND DOME MOUNTAIN.  TO REACH FROM
 OW0316'LENORE POST OFFICE, GO NORTHWESTERLY ON MAIN GRADED ROAD UP
 OW0316'WIND RIVER.  AT 1.1 MILES, GRADED FORKS.  TURN RIGHT, LEAVE
 OW0316'MAIN ROAD AND TAKE ROAD LEADING TO TIPPERARY.  AT 8.8 MILES
 OW0316'TAKE LEFT FORK WITH SIGN TIPPERARY AND GO NORTHERLY ON BLADED
 OW0316'ROAD.  AT 13.0 MILES TAKE LEFT FORK WITH SIGN TIPPERARY AND
 OW0316'GO NORTHERLY.  AT 13.8 MILES CROSS LANE THROUGH TWO WIRE
 OW0316'GATES AND CONTINUE NORTHWESTERLY ON MAIN-TRAVELED ROAD.
 OW0316'AT 15.4 MILES KEEP TO LEFT FORK WEST ALONG SOUTH SIDE OF
 OW0316'FENCE.  AT 15.8 MILES PASS THROUGH WIRE GATE AND GO NORTH
 OW0316'ALONG WEST SIDE OF FENCE ON TRACK ROAD WHICH IS BEING
 OW0316'SURVEYED (1936) FOR IMPROVEMENT.  FROM HERE ROAD WINDING
 OW0316'UP MOUNTAIN IS VISIBLE STRAIGHT AHEAD.  AT 16.8 MILES FOOT
 OW0316'OF STEEP MOUNTAIN GRADE IS REACHED.  CONTINUE UP CROW
 OW0316'MOUNTAIN ROAD.  AT 20.9 MILES REACH SUMMIT OF ROAD.  AT
 OW0316'22.9 MILES ROAD FORKS AT DUG TRIANGLE.  CONTINUE STRAIGHT AHEAD,
 OW0316'NORTHERLY, ON MAIN-TRAVELED ROAD.  AT 24 MILES REACH
 OW0316'CABINS IN SOUTH END OF CROW BASIN KNOWN AS FRENCHS SHEEP
 OW0316'CAMP.  FROM HERE HORSE TRAIL LEADS UP CROW CREEK, THE LAST
 OW0316'MILE OR SO BEING HARDLY MORE THAN A SHEEP TRAIL AND HARD TO
 OW0316'FOLLOW BUT NOT HARD GOING.  FROM HEAD OF CROW CREEK IS ABOUT
 OW0316'30-MINUTE HORSE PACK TO TOP OF RIDGE AND STATION.  FROM FRENCHS
 OW0316'SHEEP CAMP TO STATION IS ABOUT 5- OR 6-HOUR HORSE PACK.
 OW0316'STATION CAN ALSO BE REACHED FROM STATION MUDDY (U.S.G.S.)
 OW0316'BY FOLLOWING ALONG TOP OF RIDGE, ABOUT
 OW0316'3 1/2-HOUR HORSE PACK.  GOING IS ROUGH IN PLACES AND TRAIL
 OW0316'UP CROW CREEK IS PREFERRED.  STATION MARK IS STANDARD DISK
 OW0316'IN BOULDER.  REFERENCE MARK NO. 1 IS STANDARD DISK
 OW0316'IN OUTCROPPING BEDROCK, 16.302 METERS (53.48 FEET)
 OW0316'SOUTHWEST OF STATION S 27 DEG 20 MIN W.  NO. 2 IS
 OW0316'STANDARD DISK IN OUTCROPPING BEDROCK, 9.245 METERS
 OW0316'(30.33 FEET) WEST S 89 DEG 37 MIN W.  AZIMUTH MARK
 OW0316'IS STANDARD DISK IN BOULDER, ABOUT 1/4 MILE SOUTH
 OW0316'OF STATION S 05 DEG 36 MIN W.  IT IS NEAR
 OW0316'SOUTH END OF KNOLL BEFORE IT BECOMES SADDLE LEADING TO SOUTH, AND IS
 OW0316'ABOUT 20 YARDS WEST OF BREAK ON EAST SIDE.  WIGGINS PEAK,
 OW0316'CAIRN AND WASHAKIE NEEDLES, HIGHEST POINT
 OW0316'MAY ALSO BE USED AS AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0463 ***********************************************************************
 PX0463  DESIGNATION -  CROW
 PX0463  PID         -  PX0463
 PX0463  STATE/COUNTY-  WY/PARK
 PX0463  USGS QUAD   -  PAHASKA TEPEE (1991)
 PX0463
 PX0463                         *CURRENT SURVEY CONTROL
 PX0463  ___________________________________________________________________
 PX0463* NAD 83(1993)-  44 30 50.35558(N)    109 56 21.50882(W)     ADJUSTED  
 PX0463* NAVD 88     -      2796.5    (meters)    9175.     (feet)  VERTCON   
 PX0463  ___________________________________________________________________
 PX0463  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 PX0463  GEOID HEIGHT-          -7.61  (meters)                     GEOID03
 PX0463
 PX0463  HORZ ORDER  -  THIRD
 PX0463
 PX0463.The horizontal coordinates were established by classical geodetic methods
 PX0463.and adjusted by the National Geodetic Survey in January 1997..
 PX0463
 PX0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0463
 PX0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0463
 PX0463.The geoid height was determined by GEOID03.
 PX0463
 PX0463;                    North         East     Units Scale Factor Converg.
 PX0463;SPC WYWC     -   446,546.726   505,443.256   MT  1.00004741   -0 50 01.9
 PX0463;UTM  12      - 4,929,510.003   584,302.554   MT  0.99968740   +0 44 37.2
 PX0463
 PX0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0463!SPC WYWC     -   0.99956291  x   1.00004741  =   0.99961030
 PX0463!UTM  12      -   0.99956291  x   0.99968740  =   0.99925045
 PX0463
 PX0463:                Primary Azimuth Mark                     Grid Az
 PX0463:SPC WYWC     -  NOTCH                                    002 12 56.5
 PX0463:UTM  12      -  NOTCH                                    000 38 17.4
 PX0463
 PX0463|---------------------------------------------------------------------|
 PX0463| PID    Reference Object                     Distance      Geod. Az  |
 PX0463|                                                           dddmmss.s |
 PX0463| PX0464 NOTCH                               APPROX.13.0 KM 0012254.6 |
 PX0463|---------------------------------------------------------------------|
 PX0463
 PX0463                          SUPERSEDED SURVEY CONTROL
 PX0463
 PX0463  NAD 83(1993)-  44 30 50.34665(N)    109 56 21.50044(W) AD(       ) 3
 PX0463  NAD 83(1986)-  44 30 50.34445(N)    109 56 21.49536(W) AD(       ) 3
 PX0463  NAD 27      -  44 30 50.54039(N)    109 56 18.83856(W) AD(       ) 3
 PX0463  NGVD 29 (07/19/86) 2795.2    (m)         9171.     (f) VERT ANG       
 PX0463
 PX0463.Superseded values are not recommended for survey control.
 PX0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0463.See file dsdata.txt to determine how the superseded data were derived.
 PX0463
 PX0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ8430329510(NAD 83)
 PX0463_MARKER: DD = SURVEY DISK
 PX0463_SETTING: 66 = SET IN ROCK OUTCROP
 PX0463_SP_SET: SET IN BEDROCK
 PX0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0463+STABILITY: POSITION/ELEVATION WELL
 PX0463
 PX0463  HISTORY     - Date     Condition        Report By
 PX0463  HISTORY     - 1953     MONUMENTED       USGS
 PX0463
 PX0463                          STATION DESCRIPTION
 PX0463
 PX0463'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0463'THE STATION IS LOCATED 1.5 MI. (AIRLINE) NNE. OF PAHASKA TEEPEE,
 PX0463'WYOMING.
 PX0463'
 PX0463'TO REACH FROM THE LODGE AT PAHASKA, GO E. 400 FT. ALONG HIGHWAY TO
 PX0463'THE E. BANK OF THE NORTH FORK SHOSHONE RIVER, THENCE GO ABOUT 0.2
 PX0463'MI. NORTHERLY ALONG RD. AND TRAIL TO SECOND MAIN RIDGE ON RIGHT,
 PX0463'CLIMB THIS RIDGE EASTERLY TO THE RIM OF WOODED TABLELAND, THENCE
 PX0463'FOLLOW GENERALLY SE. ALONG THIS RIM TO ITS SE. EXTREMITY.  ABOUT
 PX0463'A 1-1/2 HOUR CLIMB.  SIGNAL IS LOCATED ON A BARE POINT ABOUT 30 FT.
 PX0463'N. OF A VERTICAL RIM AND 144 FT. E. OF TREES.
 PX0463'
 PX0463'STATION MARK--STANDARD ALUMINUM TABLET, CEMENTED IN BEDROCK, STAMPED
 PX0463'---CROW 1953---.
 PX0463'
 PX0463'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1234 ***********************************************************************
 MO1234  DESIGNATION -  CROW
 MO1234  PID         -  MO1234
 MO1234  STATE/COUNTY-  WY/ALBANY
 MO1234  USGS QUAD   -  SHERMAN MOUNTAINS WEST (1992)
 MO1234
 MO1234                         *CURRENT SURVEY CONTROL
 MO1234  ___________________________________________________________________
 MO1234* NAD 83(1993)-  41 13 58.98578(N)    105 26 32.46915(W)     ADJUSTED  
 MO1234* NAVD 88     -      2706.64   (+/-2cm)    8880.0    (feet)  VERTCON   
 MO1234  ___________________________________________________________________
 MO1234  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 MO1234  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 MO1234
 MO1234  HORZ ORDER  -  THIRD
 MO1234  VERT ORDER  -  THIRD ? (See Below)
 MO1234
 MO1234.The horizontal coordinates were established by classical geodetic methods
 MO1234.and adjusted by the National Geodetic Survey in January 1997..
 MO1234
 MO1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1234.The vertical order pertains to the NGVD 29 superseded value.
 MO1234
 MO1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1234
 MO1234.The geoid height was determined by GEOID03.
 MO1234
 MO1234;                    North         East     Units Scale Factor Converg.
 MO1234;SPC WY E     -    81,437.917   176,888.443   MT  0.99994407   -0 10 54.2
 MO1234;UTM  13      - 4,564,722.850   462,928.773   MT  0.99961691   -0 17 29.6
 MO1234
 MO1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1234!SPC WY E     -   0.99957749  x   0.99994407  =   0.99952158
 MO1234!UTM  13      -   0.99957749  x   0.99961691  =   0.99919456
 MO1234
 MO1234:                Primary Azimuth Mark                     Grid Az
 MO1234:SPC WY E     -  SAN FRANCISCO NEW YORK AIRWAY BEACON 37  010 49 19.0
 MO1234:UTM  13      -  SAN FRANCISCO NEW YORK AIRWAY BEACON 37  010 55 54.4
 MO1234
 MO1234|---------------------------------------------------------------------|
 MO1234| PID    Reference Object                     Distance      Geod. Az  |
 MO1234|                                                           dddmmss.s |
 MO1234| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX. 3.9 KM 0103824.8 |
 MO1234| MO1232 POLE                                APPROX. 3.9 KM 0901351.7 |
 MO1234|---------------------------------------------------------------------|
 MO1234
 MO1234                          SUPERSEDED SURVEY CONTROL
 MO1234
 MO1234  NAD 83(1986)-  41 13 58.97150(N)    105 26 32.46632(W) AD(       ) 3
 MO1234  NAD 27      -  41 13 59.03927(N)    105 26 30.51694(W) AD(       ) 3
 MO1234  NGVD 29 (07/19/86) 2705.42   (m)         8876.0    (f) LEVELING    3  
 MO1234
 MO1234.Superseded values are not recommended for survey control.
 MO1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1234.See file dsdata.txt to determine how the superseded data were derived.
 MO1234
 MO1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6292964723(NAD 83)
 MO1234_MARKER: DB = BENCH MARK DISK
 MO1234_SETTING: 80 = SET IN A BOULDER
 MO1234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1234
 MO1234  HISTORY     - Date     Condition        Report By
 MO1234  HISTORY     - 1947     MONUMENTED       USGS
 MO1234  HISTORY     - 1947     GOOD             USGS
 MO1234
 MO1234                          STATION DESCRIPTION
 MO1234
 MO1234'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1234'STATION IS LOCATED IN THE NW. CORNER SEC. 35, T 15 N, R 72 W, ON
 MO1234'A HIGH PARTLY TIMBERED SUMMIT, ON RIDGE RUNNING NEARLY N. AND S., 10
 MO1234'MI. SE. FROM LARAMIE, ABOUT 10 MI. N. OF AMES MONUMENT AT OLD SHERMAN,
 MO1234'ABOUT 10 MI. N. OF THE SIDING.  OLD RD. RUNNING ALONG CREST OF
 MO1234'RIDGE PASSES 100 YDS. E. OF STATION, IS REACHED BY RD. N. FROM TIE
 MO1234'SIDING VIA AUG. BORGERMANS RANCH.  STATION IS 3/4 MI. S. OF LARAMIE
 MO1234'CHEYENNE ROAD, AT CHEYENNE PASS.
 MO1234'
 MO1234'BEST REACHED BY GOING E. FROM LARAMIE 11.5 MI. ON U.S. HIGHWAY 30 TO
 MO1234'SUMMIT INN.  STATION IS UNDER OBSERVATION TOWER, 100 YDS. W. AT HIGH
 MO1234'POINT OF HILL.
 MO1234
 MO1234                          STATION RECOVERY (1947)
 MO1234
 MO1234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (GDF)
 MO1234'TWO STANDARD REFERENCE MARKS WERE ADDED.
 MO1234'
 MO1234'STATION MARK--BENCH MARK TABLET, CEMENTED IN SOLID SANDSTONE, STAMPED
 MO1234'---8878 FT.---.
 MO1234'
 MO1234'REFERENCE MARK NO. 1--STAMPED ---CROW NO. 1---, 64.50 FT. DISTANCE.
 MO1234'
 MO1234'REFERENCE MARK NO. 2--STAMPED ---CROW NO. 2---, 44.60 FT. DISTANCE.
 MO1234'
 MO1234'REFERENCE MARKS NO. 1 AND 2 ARE 103.10 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0317 ***********************************************************************
 NS0317  DESIGNATION -  CROW
 NS0317  PID         -  NS0317
 NS0317  STATE/COUNTY-  WY/FREMONT
 NS0317  USGS QUAD   -  MOUNT ARTER SE (1991)
 NS0317
 NS0317                         *CURRENT SURVEY CONTROL
 NS0317  ___________________________________________________________________
 NS0317* NAD 83(1993)-  42 52 04.51912(N)    108 45 37.28980(W)     ADJUSTED  
 NS0317* NAVD 88     -      1702.7    (meters)    5586.     (feet)  VERTCON   
 NS0317  ___________________________________________________________________
 NS0317  LAPLACE CORR-         -17.18  (seconds)                    DEFLEC99
 NS0317  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 NS0317
 NS0317  HORZ ORDER  -  THIRD
 NS0317
 NS0317.The horizontal coordinates were established by classical geodetic methods
 NS0317.and adjusted by the National Geodetic Survey in January 1997..
 NS0317
 NS0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0317
 NS0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0317
 NS0317.The geoid height was determined by GEOID03.
 NS0317
 NS0317;                    North         East     Units Scale Factor Converg.
 NS0317;SPC WYWC     -   262,982.008   599,153.622   MT  0.99993751   -0 00 25.4
 NS0317;UTM  12      - 4,748,581.059   682,943.565   MT  1.00001176   +1 31 26.7
 NS0317
 NS0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0317!SPC WYWC     -   0.99973490  x   0.99993751  =   0.99967243
 NS0317!UTM  12      -   0.99973490  x   1.00001176  =   0.99974666
 NS0317
 NS0317:                Primary Azimuth Mark                     Grid Az
 NS0317:SPC WYWC     -  TATRO                                    251 07 53.0
 NS0317:UTM  12      -  TATRO                                    249 36 00.9
 NS0317
 NS0317|---------------------------------------------------------------------|
 NS0317| PID    Reference Object                     Distance      Geod. Az  |
 NS0317|                                                           dddmmss.s |
 NS0317| NS0261 TATRO                               APPROX. 8.3 KM 2510727.6 |
 NS0317|---------------------------------------------------------------------|
 NS0317
 NS0317                          SUPERSEDED SURVEY CONTROL
 NS0317
 NS0317  NAD 83(1986)-  42 52 04.50283(N)    108 45 37.29432(W) AD(       ) 3
 NS0317  NGVD 29 (11/06/89) 1701.7    (m)         5583.     (f) VERT ANG       
 NS0317
 NS0317.Superseded values are not recommended for survey control.
 NS0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0317.See file dsdata.txt to determine how the superseded data were derived.
 NS0317
 NS0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8294448581(NAD 83)
 NS0317_MARKER: DS = TRIANGULATION STATION DISK
 NS0317_SETTING: 0 = UNSPECIFIED SETTING
 NS0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0317
 NS0317  HISTORY     - Date     Condition        Report By
 NS0317  HISTORY     - 1950     MONUMENTED       USGS
 NS0317
 NS0317                          STATION DESCRIPTION
 NS0317
 NS0317'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0317'STATION IS LOCATED APPROXIMATELY 2 MI. NNW. OF LANDER AND 1.0 MI. S.
 NS0317'OF MILFORD ON N. EDGE OF LONG FLAT-TOPPED RIDGE WHICH RUNS E. AND W.,
 NS0317'KNOWN LOCALLY AS --LANDER HILL-- AND OVERLOOKS THE NORTH FORK OF THE
 NS0317'POPO AGIE RIVER.
 NS0317'
 NS0317'TO REACH STATION FROM FREMONT COUNTY VOCATIONAL HIGH SCHOOL AT THE W.
 NS0317'END OF LANDER, TAKE U.S. HIGHWAY 287 N. FOR 2.1 MI.  HERE TURN RIGHT
 NS0317'(E.) THROUGH GATE AND CONTINUE E. FOR 0.9 MI. TO GATE.  AFTER PASSING
 NS0317'THROUGH GATE TURN RIGHT ON DIM RD. WHICH LEADS DOWN TO AND ACROSS
 NS0317'IRRIGATION DRAINAGE STREAM AND ALKALI FLATS FOR 0.1 MI., HERE
 NS0317'IRRIGATION CANAL RUNNING ALONG SIDE OF HILL IS REACHED.  PARK TRUCK
 NS0317'AND PACK UP SIDE OF HILL FOR 300 FT. TO HIGHEST AND MOST PROMINENT
 NS0317'SAGE COVERED KNOLL.  STATION IS LOCATED ABOUT 75 FT. FROM FENCE
 NS0317'CORNER ON ROCKY KNOLL, WHICH LIES IN THE NE. CORNER OF AN IRRIGATED
 NS0317'HAY FIELD.
 NS0317'
 NS0317'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 2 IN.
 NS0317'ABOVE THE GROUND, STAMPED---WR-CROW 1950---.
 NS0317'
 NS0317'NOTE--STATION CAN BE DRIVEN TO FROM S. SIDE, HOWEVER OWNERS
 NS0317'PERMISSION TO DRIVE ACROSS HIS FIELDS MUST BE OBTAINED SINCE ALL
 NS0317'ACCESS RDS. ARE --HAYING RDS.-- SUBJECT TO SEASONAL USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0328 ***********************************************************************
 OW0328  DESIGNATION -  CROWHEART
 OW0328  PID         -  OW0328
 OW0328  STATE/COUNTY-  WY/FREMONT
 OW0328  USGS QUAD   -  CROWHEART BUTTE (1993)
 OW0328
 OW0328                         *CURRENT SURVEY CONTROL
 OW0328  ___________________________________________________________________
 OW0328* NAD 83(1993)-  43 18 36.40440(N)    109 05 45.23842(W)     ADJUSTED  
 OW0328* NAVD 88     -      2064.0    (meters)    6772.     (feet)  VERTCON   
 OW0328  ___________________________________________________________________
 OW0328  LAPLACE CORR-         -14.33  (seconds)                    DEFLEC99
 OW0328  GEOID HEIGHT-         -10.42  (meters)                     GEOID03
 OW0328
 OW0328  HORZ ORDER  -  FIRST
 OW0328
 OW0328.The horizontal coordinates were established by classical geodetic methods
 OW0328.and adjusted by the National Geodetic Survey in January 1997..
 OW0328
 OW0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0328
 OW0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0328
 OW0328.The geoid height was determined by GEOID03.
 OW0328
 OW0328;                    North         East     Units Scale Factor Converg.
 OW0328;SPC WYWC     -   312,161.892   571,939.019   MT  0.99994718   -0 14 14.2
 OW0328;UTM  12      - 4,797,013.579   654,419.014   MT  0.99989333   +1 18 22.9
 OW0328
 OW0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0328!SPC WYWC     -   0.99967806  x   0.99994718  =   0.99962526
 OW0328!UTM  12      -   0.99967806  x   0.99989333  =   0.99957142
 OW0328
 OW0328|---------------------------------------------------------------------|
 OW0328| PID    Reference Object                     Distance      Geod. Az  |
 OW0328|                                                           dddmmss.s |
 OW0328| CP4785 CROWHEART RM 1                       52.792 METERS 12808     |
 OW0328| CP4786 CROWHEART RM 2                       24.218 METERS 22402     |
 OW0328| CP4784 CROWHEART AZ MK                                    3244920.6 |
 OW0328|---------------------------------------------------------------------|
 OW0328
 OW0328                          SUPERSEDED SURVEY CONTROL
 OW0328
 OW0328  NAD 83(1986)-  43 18 36.39042(N)    109 05 45.23023(W) AD(       ) 1
 OW0328  NAD 27      -  43 18 36.54600(N)    109 05 42.76300(W) AD(       ) 1
 OW0328  NGVD 29 (07/19/86) 2063.0    (m)         6768.     (f) VERT ANG       
 OW0328
 OW0328.Superseded values are not recommended for survey control.
 OW0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0328.See file dsdata.txt to determine how the superseded data were derived.
 OW0328
 OW0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN5441997014(NAD 83)
 OW0328_MARKER: DD = SURVEY DISK
 OW0328_SETTING: 66 = SET IN ROCK OUTCROP
 OW0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0328
 OW0328  HISTORY     - Date     Condition        Report By
 OW0328  HISTORY     - 1936     MONUMENTED       USGS
 OW0328  HISTORY     - 1944     GOOD             LOCENG
 OW0328  HISTORY     - 1946     GOOD             CGS
 OW0328  HISTORY     - 1950     GOOD             USGS
 OW0328
 OW0328                          STATION DESCRIPTION
 OW0328
 OW0328'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 OW0328'ON SUMMIT OF CROWHEART BUTTE, PROMINENT BARREN SANDSTONE BUTTE,
 OW0328'23 MILES NORTHWEST OF FORT WASHAKIE, 2 MILES SOUTHEAST
 OW0328'OF LENORE POST OFFICE, 1-1/2 MILES NORTHEAST OF WIND
 OW0328'RIVER, AND 3/4 MILE NORTHEAST OF MORTON-LENORE GRADED
 OW0328'ROAD.  TO REACH FROM FORT WASHAKIE, FOLLOW STATE HIGHWAY
 OW0328'287 NORTH 15.5 MILES TO U.S. HIGHWAY 287 ON SOUTHWEST SIDE OF
 OW0328'DIVERSION DAM.  TURN RIGHT ONTO HIGHWAY 287 AND GO NORTH ACROSS
 OW0328'DAM 1.0 MILE TO GRADED ROAD TO LEFT ABOUT 100 YARDS BEYOND
 OW0328'NORTH END OF BRIDGE.  TURN LEFT OFF HIGHWAY AND FOLLOW ROAD
 OW0328'ALONG CANAL 0.2 MILE TO RED TRUSS BRIDGE OVER CANAL.  TURN LEFT
 OW0328'OVER THIS BRIDGE AND GO 0.3 MILE TO FORKS.  KEEP TO LEFT ON
 OW0328'MAIN ROAD UP HILL 0.1 MILE TO FORKS.  TAKE RIGHT FORK AND
 OW0328'FOLLOW GRADED ROAD OVER HILL 1.2 MILES TO T-INTERSECTION WITH
 OW0328'ANOTHER GRADED ROAD.  TURN LEFT AND FOLLOW GRADED ROAD
 OW0328'NORTHWESTERLY 8.7 MILES TO MAIL BOX ON RIGHT MARKED E.W.
 OW0328'BRUBAKER.  CONTINUE ON GRADED ROAD 1.9 MILES ALONG
 OW0328'SOUTHWEST FOOT OF CROWHEART BUTTE TO ROAD SUMMIT, AND ON 0.3
 OW0328'MILE TO TRACK ROAD TO RIGHT.  LEAVE GRADED ROAD AND FOLLOW
 OW0328'TRACK ROAD EAST UP AND OVER MESA 1.1 MILES.  TURN RIGHT AND
 OW0328'DRIVE SOUTHEAST ACROSS COUNTRY 0.6 MILE, KEEPING ON NORTHEAST
 OW0328'SIDE OF DEEP GULLY, TO END OF TRUCK TRAVEL IN DEEP CANYON.
 OW0328'FROM HERE CLIMB STEEP SLOPE TO TOP OF BUTTE AND STATION, ABOUT
 OW0328'1/2-HOUR PACK.  STATION MARK IS U.S. GEOLOGICAL SURVEY DISK.
 OW0328'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN OUTCROPPING
 OW0328'BEDROCK.  NO. 1 IS 52.792 METERS (173.20 FEET) SOUTHEAST
 OW0328'OF STATION, S 51 DEG 52 MIN E.  AND NO. 2 IS 24.218
 OW0328'METERS (79.46 FEET) SOUTHWEST S 43 DEG 52 MIN W.  AZIMUTH
 OW0328'MARK IS ABOUT 50 YARDS EAST OF END OF TRUCK TRAVEL (SEE ABOVE)
 OW0328'IN DEEP VALLEY ON NORTHWEST SIDE OF HILL, ON SOUTH SIDE OF STEEP
 OW0328'SLOPE, ABOUT 25 YARDS NORTH OF GULLY AT BOTTOM OF VALLEY, ABOUT
 OW0328'15 FEET NORTH OF PECULIAR-LOOKING ROUND ROCK PEDESTAL SET ON
 OW0328'TOP OF SANDSTONE COLUMN ABOUT 7 FEET HIGH, AND IN TOP OF
 OW0328'SANDSTONE OUTCROP.  IT IS ABOUT 1/2 MILE NORTHWEST FROM
 OW0328'STATION N 25 DEG 11 MIN W.  AZIMUTH AND
 OW0328'REFERENCE MARKS ARE IN SOFT SANDSTONE AND WILL PROBABLY NOT
 OW0328'LAST MORE THAN FIVE YEARS.
 OW0328
 OW0328                          STATION RECOVERY (1944)
 OW0328
 OW0328'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944
 OW0328'STATION RECOVERED BY THE CARTER OIL CO.
 OW0328'
 OW0328'VERY GOOD DESCRIPTION.  EASY TO FIND.
 OW0328
 OW0328                          STATION RECOVERY (1946)
 OW0328
 OW0328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 OW0328'AT THE TIME OF OCCUPATION OF THIS STATION, THIS PARTY WAS NOT
 OW0328'FURNISHED WITH A DETAILED DESCRIPTION.  THE STATION MARK AND
 OW0328'AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.  THE TWO
 OW0328'REFERENCE MARKS WERE NOT RECOVERED BUT ARE APPARENTLY IN GOOD
 OW0328'CONDITION.
 OW0328'
 OW0328'THE STATION IS ON THE SUMMIT OF CROWHEART BUTTE, PROMINENT BARREN
 OW0328'SANDSTONE BUTTE, 23 MILES NORTHWEST OF FORT WASHAKIE, 2 MILES
 OW0328'SOUTHEAST OF LENORE POST OFFICE, 1-1/2 MILES NORTHEAST OF WIND
 OW0328'RIVER, AND 3/4 MILE NORTHEAST OF MORTON-LENORE GRADED ROAD.  THE
 OW0328'STATION MARK IS A U.S. GEOLOGICAL DISK, REFERENCE MARKS AND
 OW0328'AZIMUTH MARK ARE STANDARD DISKS (USC AND GS) IN OUTCROPPING
 OW0328'BEDROCK.
 OW0328'
 OW0328'NO. 1 IS 52.792 METERS (173.20 FEET) SOUTHEAST OF THE STATION.
 OW0328'NO. 2 IS 24.128 METERS (79.46 FEET)
 OW0328'SOUTHWEST.  AZIMUTH MARK IS ABOUT 50 YARDS
 OW0328'EAST OF END OF TRUCK TRAVEL (SEE BELOW) IN DEEP VALLEY ON
 OW0328'NORTHWEST SIDE OF HILL, ON SOUTH SIDE OF STEEP SLOPE, ABOUT 25
 OW0328'YARDS NORTH OF GULLY AT BOTTOM OF VALLEY, ABOUT 15 FEET NORTH
 OW0328'OF PECULIAR-LOOKING ROUND ROCK PEDESTAL SET ON TOP
 OW0328'OF SANDSTONE COLUMN ABOUT 7 FEET HIGH, AND IN TOP OF
 OW0328'SANDSTONE OUTCROP.  IT IS ABOUT 1/2 MILE NORTHWEST FROM
 OW0328'STATION.
 OW0328'
 OW0328'TO REACH FROM FORT WASHAKIE, FOLLOW U.S. 287 NORTH 15.5 MILES TO
 OW0328'JUNCTION WITH STATE HIGHWAY 287 EAST ON SOUTHWEST SIDE OF
 OW0328'DIVERSION DAM.  TURN RIGHT ON STATE HIGHWAY 287 AND GO NORTH
 OW0328'ACROSS DAM 1.0 MILE TO GRADED ROAD TO LEFT ABOUT 100 YARDS
 OW0328'BEYOND NORTH END OF BRIDGE.  TURN LEFT OFF HIGHWAY AND FOLLOW
 OW0328'ROAD ALONG CANAL 0.2 MILE TO RED TRUSS BRIDGE OVER CANAL.  TURN
 OW0328'LEFT OVER THIS BRIDGE AND GO 0.3 MILE TO FORKS.  KEEP TO LEFT
 OW0328'ON MAIN ROAD UP HILL 0.1 MILE TO FORKS.  TAKE RIGHT FORK AND
 OW0328'FOLLOW GRADED ROAD OVER HILL 1.2 MILES TO T-INTERSECTION WITH
 OW0328'ANOTHER GRADED ROAD.  TURN LEFT AND FOLLOW GRADED ROAD
 OW0328'NORTHWESTERLY 8.7 MILES TO MAIL BOX ON RIGHT MARKED E.W.
 OW0328'BRUBAKER.  CONTINUE ON GRADED ROAD 1.9 MILES ALONG SOUTHWEST FOOT
 OW0328'OF CROWHEART BUTTE TO ROAD SUMMIT, AND ON 0.3 MILE TO
 OW0328'TRACK ROAD TO RIGHT.  LEAVE GRADED ROAD EAST UP AND OVER MESA
 OW0328'1.1 MILES.  TURN RIGHT AND DRIVE SOUTHEAST ACROSS COUNTRY
 OW0328'0.6 MILE, KEEPING ON NORTHEAST SIDE OF DEEP GULLY TO END OF
 OW0328'TRUCK TRAVEL IN DEEP CANYON.  FROM HERE CLIMB STEEP SLOPE TO
 OW0328'TOP OF BUTTE AND STATION, ABOUT 1/2 HOUR PACK.
 OW0328'
 OW0328'THE ABOVE ROUTE WAS NOT FOLLOWED BY THIS PARTY.  CROWHEART BUTTE
 OW0328'IS VERY PROMINENT AND IS EASILY RECOGNIZED FROM U.S. HIGHWAY
 OW0328'287 AT THE VILLAGE AND POST OFFICE OF CROWHEART.  TO REACH
 OW0328'FROM THIS POINT GO WEST ON HIGHWAY ABOUT 1 MILE TO SIDE ROAD
 OW0328'NORTH, TURN NORTH AND FOLLOW ROAD ACROSS WIND RIVER THEN BEAR
 OW0328'RIGHT AND DRIVE IN A SOUTHEASTERLY DIRECTION TOWARDS THE BUTTE.
 OW0328'WHEN LEAVING GRADED ROAD THE ABOVE DESCRIPTION IS FOLLOWED.
 OW0328
 OW0328                          STATION RECOVERY (1950)
 OW0328
 OW0328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0328'STATION MARK--U.S. GEOLOGICAL SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0565 ***********************************************************************
 NQ0565  DESIGNATION -  CTRD 1
 NQ0565  PID         -  NQ0565
 NQ0565  STATE/COUNTY-  WY/CONVERSE
 NQ0565  USGS QUAD   -  IRVINE (1949)
 NQ0565
 NQ0565                         *CURRENT SURVEY CONTROL
 NQ0565  ___________________________________________________________________
 NQ0565* NAD 83(1993)-  42 38 31.78350(N)    105 18 01.57580(W)     ADJUSTED  
 NQ0565* NAVD 88     -      1441.     (meters)    4728.     (feet)  VERTCON   
 NQ0565  ___________________________________________________________________
 NQ0565  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 NQ0565  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 NQ0565
 NQ0565  HORZ ORDER  -  THIRD
 NQ0565
 NQ0565.The horizontal coordinates were established by classical geodetic methods
 NQ0565.and adjusted by the National Geodetic Survey in January 1997..
 NQ0565
 NQ0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0565
 NQ0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0565
 NQ0565.The geoid height was determined by GEOID03.
 NQ0565
 NQ0565;                    North         East     Units Scale Factor Converg.
 NQ0565;SPC WY E     -   237,912.992   189,029.779   MT  0.99993898   -0 05 26.2
 NQ0565;UTM  13      - 4,721,122.495   475,370.182   MT  0.99960746   -0 12 12.7
 NQ0565
 NQ0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0565!SPC WY E     -   0.99977628  x   0.99993898  =   0.99971527
 NQ0565!UTM  13      -   0.99977628  x   0.99960746  =   0.99938382
 NQ0565
 NQ0565:                Primary Azimuth Mark                     Grid Az
 NQ0565:SPC WY E     -  DOME                                     166 13 10.2
 NQ0565:UTM  13      -  DOME                                     166 19 56.7
 NQ0565
 NQ0565|---------------------------------------------------------------------|
 NQ0565| PID    Reference Object                     Distance      Geod. Az  |
 NQ0565|                                                           dddmmss.s |
 NQ0565| NQ0567 DOME                                APPROX. 6.2 KM 1660744.0 |
 NQ0565|---------------------------------------------------------------------|
 NQ0565
 NQ0565                          SUPERSEDED SURVEY CONTROL
 NQ0565
 NQ0565  NAD 83(1986)-  42 38 31.76309(N)    105 18 01.56411(W) AD(       ) 3
 NQ0565  NAD 27      -  42 38 31.87754(N)    105 17 59.62984(W) AD(       ) 3
 NQ0565  NGVD 29 (07/19/86) 1440.     (m)         4724.     (f) VERT ANG       
 NQ0565
 NQ0565.Superseded values are not recommended for survey control.
 NQ0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0565.See file dsdata.txt to determine how the superseded data were derived.
 NQ0565
 NQ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7537021122(NAD 83)
 NQ0565_MARKER: DD = SURVEY DISK
 NQ0565_SETTING: 0 = UNSPECIFIED SETTING
 NQ0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0565
 NQ0565  HISTORY     - Date     Condition        Report By
 NQ0565  HISTORY     - 1948     MONUMENTED       USGS
 NQ0565
 NQ0565                          STATION DESCRIPTION
 NQ0565
 NQ0565'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0565'LOCATED ON E-W. FENCE LINE AT BEND IN RD. N. AT T-RD. S. TO RANCH
 NQ0565'HOUSE, ABOUT 6.00 MI. W. OF ORIN AND ABOUT 8.00 MI. S. OF DOUGLAS
 NQ0565'ON S. SIDE OF NORTH PLATTE RIVER.
 NQ0565'
 NQ0565'TO REACH FROM DOUGLAS, FROM S. END OF DOUGLAS, GO S. ON ESTERBROOK
 NQ0565'RD. 0.65 MI. TO RAILROAD CROSSING, CROSS TRACKS, THENCE S. 1.10 MI.
 NQ0565'TO T-RD. W.  CONTINUE IN A S. DIRECTION FOR 7.60 MI. TO T-RD. S.
 NQ0565'TAKE RIGHT FORK (S.) AND GO 1.00 MI. TO BRIDGE OVER NORTH PLATTE
 NQ0565'RIVER, CROSS BRIDGE AND GO 0.10 MI. TO CATTLEGUARD, THENCE FOLLOW RD.
 NQ0565'W. ON S. SIDE OF FENCE 0.40 MI. TO SMALL WOODEN BRIDGE, CONTINUE W.
 NQ0565'0.20 MI. TO BEND IN RD. N. AT T-RD. S. AND STATION.  STATION IS 35.00
 NQ0565'FT. W. OF GATE IN FENCE AND ABOUT 500 FT. N. OF RANCH HOUSE ON FENCE
 NQ0565'LINE.
 NQ0565'
 NQ0565'STATION MARK--STANDARD TABLET STAMPED ---C T R D-1 1948--- SET IN
 NQ0565'CONCRETE POST.
 NQ0565'
 NQ0565'REFERENCE MARK NO. 1--3/4 IN. IRON PIPE EXTENDING 6.00 IN. ABOVE
 NQ0565'GROUND, BEING N 80 DEG 59 MIN E,
 NQ0565'23.75 FT. FROM STATION MARK.
 NQ0565'
 NQ0565'REFERENCE MARK NO. 2--3/4 IN. IRON PIPE EXTENDING 6.00 IN. ABOVE
 NQ0565'GROUND, BEING S 07 DEG 54 MIN E,
 NQ0565'65.75 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1106 ***********************************************************************
 MO1106  DESIGNATION -  CTWH 1
 MO1106  PID         -  MO1106
 MO1106  STATE/COUNTY-  WY/LARAMIE
 MO1106  USGS QUAD   -  BORIE (1994)
 MO1106
 MO1106                         *CURRENT SURVEY CONTROL
 MO1106  ___________________________________________________________________
 MO1106* NAD 83(1993)-  41 00 17.56842(N)    104 54 45.23914(W)     ADJUSTED  
 MO1106* NAVD 88     -      1881.     (meters)    6171.     (feet)  SCALED    
 MO1106  ___________________________________________________________________
 MO1106  LAPLACE CORR-         -11.63  (seconds)                    DEFLEC99
 MO1106  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 MO1106
 MO1106  HORZ ORDER  -  THIRD
 MO1106
 MO1106.The horizontal coordinates were established by classical geodetic methods
 MO1106.and adjusted by the National Geodetic Survey in January 1997..
 MO1106
 MO1106.The orthometric height was scaled from a topographic map.
 MO1106
 MO1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1106
 MO1106.The geoid height was determined by GEOID03.
 MO1106
 MO1106;                    North         East     Units Scale Factor Converg.
 MO1106;SPC WY E     -    56,094.092   221,375.868   MT  0.99994312   +0 10 00.2
 MO1106;UTM  13      - 4,539,302.482   507,352.755   MT  0.99960067   +0 03 26.5
 MO1106
 MO1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1106!SPC WY E     -   0.99970752  x   0.99994312  =   0.99965065
 MO1106!UTM  13      -   0.99970752  x   0.99960067  =   0.99930830
 MO1106
 MO1106:                Primary Azimuth Mark                     Grid Az
 MO1106:SPC WY E     -  WARREN                                   065 16 21.3
 MO1106:UTM  13      -  WARREN                                   065 22 55.0
 MO1106
 MO1106|---------------------------------------------------------------------|
 MO1106| PID    Reference Object                     Distance      Geod. Az  |
 MO1106|                                                           dddmmss.s |
 MO1106| MO1101 WARREN                              APPROX. 4.0 KM 0652621.5 |
 MO1106|---------------------------------------------------------------------|
 MO1106
 MO1106                          SUPERSEDED SURVEY CONTROL
 MO1106
 MO1106  NAD 83(1993)-  41 00 17.55312(N)    104 54 45.23756(W) AD(       ) 3
 MO1106  NAD 83(1986)-  41 00 17.55307(N)    104 54 45.23711(W) AD(       ) 3
 MO1106  NAD 27      -  41 00 17.61030(N)    104 54 43.35491(W) AD(       ) 3
 MO1106
 MO1106.Superseded values are not recommended for survey control.
 MO1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1106.See file dsdata.txt to determine how the superseded data were derived.
 MO1106
 MO1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0735339302(NAD 83)
 MO1106_MARKER: DD = SURVEY DISK
 MO1106_SETTING: 0 = UNSPECIFIED SETTING
 MO1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1106
 MO1106  HISTORY     - Date     Condition        Report By
 MO1106  HISTORY     - 1947     MONUMENTED       USGS
 MO1106  HISTORY     - 1960     GOOD             USGS
 MO1106
 MO1106                          STATION DESCRIPTION
 MO1106
 MO1106'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1106'STATION IS LOCATED IN SE. 1/4 OF SEC. 17, T 12 N, R 67 W, ABOUT 0.25
 MO1106'MI. W. OF WARRENTON.
 MO1106'
 MO1106'TO REACH FROM CHEYENNE POST OFFICE, GO S. ON U.S. HIGHWAYS 85 AND 87
 MO1106'5.4 MI. TO JUNCTION, TURN RIGHT AND GO 7.8 MI. ON HIGHWAY 87 TO A
 MO1106'T-RD. W. AT WARRENTON, TURN RIGHT AND GO 0.3 MI. TO A RD. FORKS, TURN
 MO1106'LEFT AND GO 0.1 MI. TO A RD. CROSSING.  STATION IS ABOUT 105 FT. SW.
 MO1106'OF RD. CROSSING.
 MO1106
 MO1106                          STATION RECOVERY (1960)
 MO1106
 MO1106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1106'STATION MARK--STANDARD TABLET, SET IN A CONCRETE POST AND STAMPED
 MO1106'---CTWH-1 1947---.
 MO1106'
 MO1106'REFERENCE MARK NO. 1--3/4-IN. IRON ROD, 38.66 FT. E. OF STATION.
 MO1106'
 MO1106'REFERENCE MARK NO. 2--3/4-IN. IRON ROD, 51.57 FT. S. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0524 ***********************************************************************
 NQ0524  DESIGNATION -  CTZD 2
 NQ0524  PID         -  NQ0524
 NQ0524  STATE/COUNTY-  WY/CONVERSE
 NQ0524  USGS QUAD   -  JEWEL SPRINGS (1961)
 NQ0524
 NQ0524                         *CURRENT SURVEY CONTROL
 NQ0524  ___________________________________________________________________
 NQ0524* NAD 83(1993)-  42 37 24.89663(N)    104 58 10.61507(W)     ADJUSTED  
 NQ0524* NAVD 88     -      1465.     (meters)    4806.     (feet)  VERTCON   
 NQ0524  ___________________________________________________________________
 NQ0524  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 NQ0524  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 NQ0524
 NQ0524  HORZ ORDER  -  THIRD
 NQ0524
 NQ0524.The horizontal coordinates were established by classical geodetic methods
 NQ0524.and adjusted by the National Geodetic Survey in January 1997..
 NQ0524
 NQ0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0524
 NQ0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0524
 NQ0524.The geoid height was determined by GEOID03.
 NQ0524
 NQ0524;                    North         East     Units Scale Factor Converg.
 NQ0524;SPC WY E     -   235,859.333   216,164.486   MT  0.99994071   +0 08 00.4
 NQ0524;UTM  13      - 4,719,016.088   502,491.671   MT  0.99960008   +0 01 14.1
 NQ0524
 NQ0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0524!SPC WY E     -   0.99977256  x   0.99994071  =   0.99971328
 NQ0524!UTM  13      -   0.99977256  x   0.99960008  =   0.99937273
 NQ0524
 NQ0524:                Primary Azimuth Mark                     Grid Az
 NQ0524:SPC WY E     -  CONVEX                                   261 37 57.4
 NQ0524:UTM  13      -  CONVEX                                   261 44 43.7
 NQ0524
 NQ0524|---------------------------------------------------------------------|
 NQ0524| PID    Reference Object                     Distance      Geod. Az  |
 NQ0524|                                                           dddmmss.s |
 NQ0524| NQ0544 CONVEX                              APPROX. 5.5 KM 2614557.8 |
 NQ0524|---------------------------------------------------------------------|
 NQ0524
 NQ0524                          SUPERSEDED SURVEY CONTROL
 NQ0524
 NQ0524  NAD 83(1986)-  42 37 24.87463(N)    104 58 10.60429(W) AD(       ) 3
 NQ0524  NAD 27      -  42 37 24.98913(N)    104 58 08.71201(W) AD(       ) 3
 NQ0524  NGVD 29 (07/19/86) 1464.     (m)         4803.     (f) VERT ANG       
 NQ0524
 NQ0524.Superseded values are not recommended for survey control.
 NQ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0524.See file dsdata.txt to determine how the superseded data were derived.
 NQ0524
 NQ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH0249219016(NAD 83)
 NQ0524_MARKER: DD = SURVEY DISK
 NQ0524_SETTING: 0 = UNSPECIFIED SETTING
 NQ0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0524
 NQ0524  HISTORY     - Date     Condition        Report By
 NQ0524  HISTORY     - 1948     MONUMENTED       USGS
 NQ0524
 NQ0524                          STATION DESCRIPTION
 NQ0524
 NQ0524'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0524'LOCATED ABOUT 10.0 MI. SSE. OF SHAWNEE, IN SW. CORNER OF SEC. 25,
 NQ0524'T 31 N, R 68 W, 125 FT. N. OF GATE AND 35 FT. E. OF FENCE.
 NQ0524'
 NQ0524'TO REACH FROM SHAWNEE, FROM CHICAGO AND NORTHWESTERN RAILROAD DEPOT,
 NQ0524'GO S. ON COUNTY RD. 6.5 MI. TO A T-RD. INTERSECTION, TURN LEFT AND GO
 NQ0524'E. 2.1 MI., TURN RIGHT AND GO S. 1.0 MI. TO GATE, CONTINUE S. 1.0 MI.
 NQ0524'TO STATION.
 NQ0524'
 NQ0524'STATION MARK--A STANDARD TABLET SET IN A PRECAST CONCRETE POST AND
 NQ0524'STAMPED ---CTZD-2---.
 NQ0524'
 NQ0524'REFERENCE MARK NO. 1--A 1 IN. IRON PIPE ON N-S. FENCE 34.5 FT. FROM
 NQ0524'MARK.
 NQ0524'
 NQ0524'REFERENCE MARK NO. 2--A 1 IN. IRON PIPE 46.2 FT. FROM MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0373 ***********************************************************************
 NR0373  DESIGNATION -  CUB
 NR0373  PID         -  NR0373
 NR0373  STATE/COUNTY-  WY/CARBON
 NR0373  USGS QUAD   -  FOURMILE POINT (1982)
 NR0373
 NR0373                         *CURRENT SURVEY CONTROL
 NR0373  ___________________________________________________________________
 NR0373* NAD 83(1993)-  42 21 46.69579(N)    106 35 06.10895(W)     ADJUSTED  
 NR0373* NAVD 88     -      2292.86   (+/-2cm)    7522.5    (feet)  VERTCON   
 NR0373  ___________________________________________________________________
 NR0373  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 NR0373  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NR0373
 NR0373  HORZ ORDER  -  THIRD
 NR0373  VERT ORDER  -  THIRD ? (See Below)
 NR0373
 NR0373.The horizontal coordinates were established by classical geodetic methods
 NR0373.and adjusted by the National Geodetic Survey in January 1997..
 NR0373
 NR0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0373.The vertical order pertains to the NGVD 29 superseded value.
 NR0373
 NR0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0373
 NR0373.The geoid height was determined by GEOID03.
 NR0373
 NR0373;                    North         East     Units Scale Factor Converg.
 NR0373;SPC WYEC     -   307,164.100   461,640.214   MT  0.99998423   +0 30 15.3
 NR0373;UTM  13      - 4,691,294.432   369,478.636   MT  0.99980961   -1 04 05.5
 NR0373
 NR0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0373!SPC WYEC     -   0.99964248  x   0.99998423  =   0.99962672
 NR0373!UTM  13      -   0.99964248  x   0.99980961  =   0.99945216
 NR0373
 NR0373:                Primary Azimuth Mark                     Grid Az
 NR0373:SPC WYEC     -  WHIMP                                    192 34 44.7
 NR0373:UTM  13      -  WHIMP                                    194 09 05.5
 NR0373
 NR0373|---------------------------------------------------------------------|
 NR0373| PID    Reference Object                     Distance      Geod. Az  |
 NR0373|                                                           dddmmss.s |
 NR0373| NR0374 WHIMP                               APPROX. 8.3 KM 1930500.0 |
 NR0373|---------------------------------------------------------------------|
 NR0373
 NR0373                          SUPERSEDED SURVEY CONTROL
 NR0373
 NR0373  NAD 83(1986)-  42 21 46.68628(N)    106 35 06.10114(W) AD(       ) 3
 NR0373  NAD 27      -  42 21 46.82366(N)    106 35 03.97794(W) AD(       ) 3
 NR0373  NGVD 29 (07/19/86) 2291.76   (m)         7518.9    (f) LEVELING    3  
 NR0373
 NR0373.Superseded values are not recommended for survey control.
 NR0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0373.See file dsdata.txt to determine how the superseded data were derived.
 NR0373
 NR0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG6947991294(NAD 83)
 NR0373_MARKER: DS = TRIANGULATION STATION DISK
 NR0373_SETTING: 0 = UNSPECIFIED SETTING
 NR0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0373
 NR0373  HISTORY     - Date     Condition        Report By
 NR0373  HISTORY     - 1948     MONUMENTED       USGS
 NR0373  HISTORY     - 1951     GOOD             USGS
 NR0373
 NR0373                          STATION DESCRIPTION
 NR0373
 NR0373'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0373'RECOVERED IN 1951 AS DESCRIBED BELOW
 NR0373'
 NR0373'STATION IS LOCATED ABOUT 20 MI. NE. OF LEO, 16 MI. SSE. OF ALCOVA, 4
 NR0373'MI. W. OF CHALK MTN., 1.5 MI. W. OF BOLTON RD., ON N. RIM OF SHIRLEY
 NR0373'BASIN, IN SEC. 34, T 29 N, R 82 W.
 NR0373'
 NR0373'TO REACH STATION FROM ALCOVA POST OFFICE, GO SE. ON KORTES DAM RD. 0.9
 NR0373'MI. TO BRIDGE OVER N. PLATTE RIVER AT ALCOVA DAM, CROSS BRIDGE AND
 NR0373'FOLLOW MAIN RD. 10.2 MI. TO PEDRO CROSSROADS, TURN LEFT (E.) AND
 NR0373'FOLLOW GRADED RD. 2.7 MI. TO CATTLEGUARD, CONTINUE 2.3 MI. TO
 NR0373'CATTLEGUARD, CONTINUE 1.7 MI. TO CANYON CREEK, CROSS CREEK AND
 NR0373'CONTINUE 1.2 MI. TO RD. FORK, TURN RIGHT (SE.) 2.8 MI. TO BOLTON
 NR0373'CREEK RD., TURN RIGHT (S.) 2.5 MI. TO CROSSROADS, TURN RIGHT (W.)
 NR0373'AND GO 1.2 MI.  STATION IS 46 FT. S. OF CENTER OF RD.
 NR0373'
 NR0373'STATION MARK--STANDARD TABLET STAMPED---CUB 1948---, IN TOP OF
 NR0373'CONCRETE POST PROJECTING 12 IN. ABOVE GROUND.
 NR0373'
 NR0373'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET IN TOP OF CONCRETE
 NR0373'POST PROJECTING 12 IN. ABOVE GROUND, 55.20 FT. N. OF STATION MARK,
 NR0373'IN TRUE AZIMUTH 170 DEGREES 16 MINUTES, STAMPED---CUB NO. 1 1948---.
 NR0373'
 NR0373'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---CUB NO. 2
 NR0373'1948---, IN TOP OF CONCRETE POST PROJECTING 12 IN. ABOVE GROUND, 58.90
 NR0373'FT. S. OF STATION MARK, N 85 DEGREES 27 MINUTES, NE.
 NR0373
 NR0373                          STATION RECOVERY (1951)
 NR0373
 NR0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NR0373'STATION IS LOCATED ABOUT 20 MI. NE. OF LEO, 16 MI. SSE. OF ALCOVA.  4
 NR0373'MI. W. OF CHALK MTN., 1.5 MI. W. OF BOLTON RD. ON N. RIM OF SHIRLEY
 NR0373'BASIN, IN SEC. 34, T. 29N. R. 82W.
 NR0373'
 NR0373'TO REACH STATION FROM ALCOVA P.O. GO SE. ON KORTES DAM RD., 0.9 MI. TO
 NR0373'BRIDGE OVER N. PLATTE RIVER AT ALCOVA DAM, ACROSS BRIDGE AND FOLLOW
 NR0373'MAIN RD. 10.2 MI. TO PEDRO CROSSROADS, TURN LEFT E. AND FOLLOW GRADED
 NR0373'RD. 2.7 MI. TO CATTLEGUARD, CONTINUE 2.3 MI. TO CATTLEGUARD, CONTINUE
 NR0373'1.7 MI. TO CANYON CREEK, CROSS CREEK AND CONTINUE 1.2 MI. TO RD. FORK,
 NR0373'TURN RIGHT SE. 2.8 MI. TO BOLTON CREEK RD. , TURN RIGHT S. 2.5 MI. TO
 NR0373'CROSSROADS. TURN RIGHT W. AND GO 1.2 MI. STATION IS 46 FT. S. OF
 NR0373'CENTER OF RD.
 NR0373'
 NR0373'STATION MARK - STANDARD TABLET STAMPED ---CUB 1948--- IN TOP OF CONC.
 NR0373'POST PROJ. 12 IN ABOVE GROUND.
 NR0373'
 NR0373'REFERENCE MARK - NO.1 - STANDARD REFERENCE TABLET IN TOP OF CONCRETE
 NR0373'POST PROJECTING 12 IN. ABOVE GROUND. 55.20 FT. N. OF STATION MARK,
 NR0373'S 09 DEG 44 MIN E, STAMPED ---CUB NO.1 1948---.
 NR0373'
 NR0373'REFERENCE MARK -NO.2- STANDARD REFERENCE TABLET STAMPED ---CUB NO.2
 NR0373'1948--- IN TOP OF CONCRETE POST PROJECTING 12 IN. ABOVE GROUND.  58.90
 NR0373'FT. S. OF STATION MARK, N 85 DEG 27 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0863 ***********************************************************************
 MR0863  DESIGNATION -  CUNDICK
 MR0863  PID         -  MR0863
 MR0863  STATE/COUNTY-  WY/LINCOLN
 MR0863  USGS QUAD   -  THE ROCK SLIDE (1985)
 MR0863
 MR0863                         *CURRENT SURVEY CONTROL
 MR0863  ___________________________________________________________________
 MR0863* NAD 83(1993)-  41 53 30.77582(N)    110 46 43.26344(W)     ADJUSTED  
 MR0863* NAVD 88     -      2465.4    (meters)    8089.     (feet)  VERTCON   
 MR0863  ___________________________________________________________________
 MR0863  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 MR0863  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 MR0863
 MR0863  HORZ ORDER  -  THIRD
 MR0863
 MR0863.The horizontal coordinates were established by classical geodetic methods
 MR0863.and adjusted by the National Geodetic Survey in January 1997..
 MR0863
 MR0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0863
 MR0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0863
 MR0863.The geoid height was determined by GEOID03.
 MR0863
 MR0863;                    North         East     Units Scale Factor Converg.
 MR0863;SPC WY W     -   254,803.392   742,295.676   MT  0.99997846   -0 27 51.5
 MR0863;UTM  12      - 4,637,795.817   518,359.840   MT  0.99960415   +0 08 52.0
 MR0863
 MR0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0863!SPC WY W     -   0.99961563  x   0.99997846  =   0.99959410
 MR0863!UTM  12      -   0.99961563  x   0.99960415  =   0.99921993
 MR0863
 MR0863:                Primary Azimuth Mark                     Grid Az
 MR0863:SPC WY W     -  8479=ROCK                                339 49 48.3
 MR0863:UTM  12      -  8479=ROCK                                339 13 04.8
 MR0863
 MR0863|---------------------------------------------------------------------|
 MR0863| PID    Reference Object                     Distance      Geod. Az  |
 MR0863|                                                           dddmmss.s |
 MR0863| MR0864 8479=ROCK                           APPROX. 7.7 KM 3392156.8 |
 MR0863|---------------------------------------------------------------------|
 MR0863
 MR0863                          SUPERSEDED SURVEY CONTROL
 MR0863
 MR0863  NAD 83(1986)-  41 53 30.76601(N)    110 46 43.25895(W) AD(       ) 3
 MR0863  NAD 27      -  41 53 30.95860(N)    110 46 40.60983(W) AD(       ) 3
 MR0863  NGVD 29 (07/19/86) 2464.0    (m)         8084.     (f) VERT ANG       
 MR0863
 MR0863.Superseded values are not recommended for survey control.
 MR0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0863.See file dsdata.txt to determine how the superseded data were derived.
 MR0863
 MR0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM1836037796(NAD 83)
 MR0863_MARKER: DD = SURVEY DISK
 MR0863_SETTING: 0 = UNSPECIFIED SETTING
 MR0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0863
 MR0863  HISTORY     - Date     Condition        Report By
 MR0863  HISTORY     - 1952     MONUMENTED       USGS
 MR0863  HISTORY     - 1983     GOOD             LOCENG
 MR0863
 MR0863                          STATION DESCRIPTION
 MR0863
 MR0863'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 MR0863'STATION IS LOCATED ABOUT 5 MI. N. AND 3 MI. W. OF FOSSIL, ABOUT 2.5
 MR0863'MI. E. OF ROCK CREEK ON TOP OF HIGH LONE HILL.  IN SEC. 14, T.22 N.
 MR0863'R. 118 W.  TO REACH FROM KEMMERER POST OFFICE, GO W. ON U.S. HIGHWAY
 MR0863'30 N. 10.6 MI. TO RD. ON LEFT TO FOSSIL.  CONTINUE W. 2.0 MI. TO RD.
 MR0863'ON RIGHT, TURN RIGHT N. GO 1.3 MI. TO RD. FORK.  TAKE RIGHT FORK N. GO
 MR0863'0.9 MI. TO ABANDONED RANCH YARD.  GO BETWEEN HOUSE AND CORRAL AND
 MR0863'CONTINUE N. ON RD. 2.4 MI. TO SHARP TURN TO RIGHT ON TOP OF RIDGE AT
 MR0863'W. END.  CONTINUE ON RD. E. AND N. 1.2 MI. TO RD. FORK.  TAKE LEFT
 MR0863'FORK NW. GO 0.3 MI. LEAVE RD. TURN RIGHT E. GO 0.3 MI. UP SIDE OF HILL
 MR0863'TO TOP AND STATION.
 MR0863'
 MR0863'STATION MARK - STANDARD TABLET WELDED IN TOP OF 3-IN. IRON PIPE
 MR0863'PROJECTING ABOUT 1 IN. ABOVE GROUND, STAMPED ---CUNDICK 1952 VABM
 MR0863'8084---.
 MR0863'
 MR0863'REFERENCE MARK NO.1 - A 5/8 IN. IRON ROD DRIVEN IN GROUND, STAMPED
 MR0863'---52--- IN TOP  43.80 FT. FROM STATION, S 03 DEG 52 MIN W.
 MR0863'
 MR0863'REFERENCE MARK NO.2 - A 5/8 IN. IRON ROD DRIVEN IN GROUND, STAMPED
 MR0863'---52---IN TOP 47.60 FT. FROM STATION, S 87 DEG 37 MIN E.
 MR0863
 MR0863                          STATION RECOVERY (1983)
 MR0863
 MR0863'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JM)
 MR0863'CUNDICK RECOVERED EXCELLENT.  MONUMENT AT GROUND
 MR0863'LEVEL.  NO R.M.S LOCATED.  BEING OVER GROWN BY SAGE.
 MR0863'
 MR0863'TAKE CURRENT MAIN ROAD THROUGH FOSSIL BUTTE NATIONAL PARK, DRIVE
 MR0863'TO FENCE LINE AT N. BOUNDARY MONUMENT IS LOCATED ON RIDGE TO THE
 MR0863'EAST, SOUTH OF CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0806 ***********************************************************************
 MR0806  DESIGNATION -  CURL
 MR0806  PID         -  MR0806
 MR0806  STATE/COUNTY-  WY/UINTA
 MR0806  USGS QUAD   -  RAGAN (1978)
 MR0806
 MR0806                         *CURRENT SURVEY CONTROL
 MR0806  ___________________________________________________________________
 MR0806* NAD 83(1993)-  41 17 00.69555(N)    110 42 02.63972(W)     ADJUSTED  
 MR0806* NAVD 88     -      2381.9    (meters)    7815.     (feet)  VERTCON   
 MR0806  ___________________________________________________________________
 MR0806  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 MR0806  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MR0806
 MR0806  HORZ ORDER  -  FIRST
 MR0806
 MR0806.The horizontal coordinates were established by classical geodetic methods
 MR0806.and adjusted by the National Geodetic Survey in January 1997..
 MR0806
 MR0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0806
 MR0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0806
 MR0806.The geoid height was determined by GEOID03.
 MR0806
 MR0806;                    North         East     Units Scale Factor Converg.
 MR0806;SPC WY W     -   187,190.464   748,281.277   MT  0.99997041   -0 24 26.5
 MR0806;UTM  12      - 4,570,275.157   525,060.644   MT  0.99960773   +0 11 50.8
 MR0806
 MR0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0806!SPC WY W     -   0.99962878  x   0.99997041  =   0.99959920
 MR0806!UTM  12      -   0.99962878  x   0.99960773  =   0.99923665
 MR0806
 MR0806|---------------------------------------------------------------------|
 MR0806| PID    Reference Object                     Distance      Geod. Az  |
 MR0806|                                                           dddmmss.s |
 MR0806| CP4788 CURL RM 1                            15.809 METERS 12907     |
 MR0806| CP4789 CURL RM 2                            13.665 METERS 23355     |
 MR0806| MR0817 MICROWAVE TWR 10 MI E EVANSTON      APPROX. 6.8 KM 2691559.3 |
 MR0806| MR0816 EVANSTON SITE REPETR 4 FAA MST      APPROX. 6.7 KM 2700245.8 |
 MR0806| CP4787 CURL AZ MK                                         3391509.7 |
 MR0806|---------------------------------------------------------------------|
 MR0806
 MR0806                          SUPERSEDED SURVEY CONTROL
 MR0806
 MR0806  NAD 83(1986)-  41 17 00.68239(N)    110 42 02.62914(W) AD(       ) 1
 MR0806  NAD 27      -  41 17 00.87020(N)    110 42 00.01410(W) AD(       ) 1
 MR0806  NGVD 29 (07/19/86) 2380.6    (m)         7810.     (f) VERT ANG       
 MR0806
 MR0806.Superseded values are not recommended for survey control.
 MR0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0806.See file dsdata.txt to determine how the superseded data were derived.
 MR0806
 MR0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL2506170275(NAD 83)
 MR0806_MARKER: DS = TRIANGULATION STATION DISK
 MR0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0806
 MR0806  HISTORY     - Date     Condition        Report By
 MR0806  HISTORY     - 1962     MONUMENTED       CGS
 MR0806  HISTORY     - 1974     GOOD             NGS
 MR0806  HISTORY     - 1981     GOOD             LOCENG
 MR0806
 MR0806                          STATION DESCRIPTION
 MR0806
 MR0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0806'THE STATION IS ON A FLAT TOPPED, SAGE BRUSH COVERED RIDGE THAT
 MR0806'HAS BRUSH TO THE SOUTH AND WEST.  IT IS ABOUT 2-1/2 MILES
 MR0806'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 30 S AND 189, 14
 MR0806'MILES EAST OF EVANSTON AND 16-1/2 MILES WEST OF FORT BRIDGER.
 MR0806'
 MR0806'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 S AND
 MR0806'189, WHICH IS 13-1/2 MILES EAST OF EVANSTON, GO EAST ON U.S.
 MR0806'HIGHWAY 30 S FOR 1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 MR0806'CONTINUE EAST ON THE HIGHWAY FOR 2.3 MILES TO THE COAL ROAD
 MR0806'EXIT.  TURN RIGHT OFF THE HIGHWAY AND GO WEST FOR 0.05 MILE
 MR0806'TO A CROSSROAD.  TURN LEFT AND GO SOUTHEAST FOR 0.2 MILE TO A
 MR0806'FORK.  TURN SHARP RIGHT, UP HILL, ON BLADED ROAD FOR 0.25
 MR0806'MILE TO AN OLD OIL WELL ON THE LEFT.  KEEP RIGHT, UP HILL
 MR0806'FOR 0.15 MILE TO A DIAGONAL CROSSROAD.  CONTINUE AHEAD ON
 MR0806'BLADED ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 MR0806'CONTINUE UP HILL FOR 0.7 MILE TO A CROSSROAD.  CONTINUE UP
 MR0806'HILL ON TRACK ROAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT
 MR0806'FORK AND CONTINUE UP HILL FOR 0.65 MILE TO THE HIGHEST POINT
 MR0806'AND THE STATION.
 MR0806'
 MR0806'STATION MARK IS A STANDARD DISK, STAMPED CURL 1962, SET IN THE
 MR0806'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 MR0806'IT IS 6 FEET NORTHWEST OF A WITNESS POST.
 MR0806'
 MR0806'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CURL NO 1 1962,
 MR0806'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0806'5 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 MR0806'
 MR0806'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CURL NO 2 1962,
 MR0806'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0806'5 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 MR0806'
 MR0806'AZIMUTH MARK IS A STANDARD DISK, STAMPED CURL 1962, SET IN
 MR0806'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MR0806'IT IS 150 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30 S,
 MR0806'26 FEET NORTH OF A WIRE FENCE AND 3.4 FEET SOUTHEAST OF A WITNESS
 MR0806'POST.
 MR0806
 MR0806                          STATION RECOVERY (1974)
 MR0806
 MR0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MR0806'THE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE
 MR0806'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL
 MR0806'MARKS COMPARED FAVORABLY WITH THE OLD DATA.
 MR0806'
 MR0806'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 MR0806'
 MR0806'STATION IS LOCATED ABOUT 22.0 MILES WEST OF LYMAN, 12.0 MILES
 MR0806'EAST OF EVANSTON, 1.0 SOUTH OF INTERSTATE 80 AND ON TOP OF FLAT
 MR0806'RIDGE THAT IS COVERED WITH SAGE BRUSH TO THE SOUTH AND WEST OF
 MR0806'STATION.  STATION IS ON THE PROPERTY OF MR. CHARLES F. GUILD, HIS
 MR0806'PHONE NUMBER IS 789-3799 IN EVANSTON.
 MR0806'
 MR0806'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 189 AND INTERSTATE
 MR0806'80, GO EAST ON INTERSTATE 80 FOR 1.5 MILES TO THE AZIMUTH MARK
 MR0806'ON RIGHT, ABOUT 200 FEET SOUTH OF INTERSTATE 80.  CONTINUE EAST ON
 MR0806'INTERSTATE 80 FOR 2.3 MILES TO COAL ROAD EXIT.  TURN SHARP RIGHT
 MR0806'AND GO WEST FOR 0.05 MILE TO A CROSSROAD.  KEEP WEST ON TRACK
 MR0806'ROAD ALONG THE FENCE LINE FOR 0.65 MILE TO A CURVE IN THE ROAD.
 MR0806'CONTINUE SOUTHERLY UPHILL ON THE TRACK ROAD FOR 0.5 MILE TO A
 MR0806'REVERSE FORK.  KEEP RIGHT GOING WESTERLY FOR 0.2 MILE TO A
 MR0806'SECOND FORK.  KEEP LEFT FORK, SOUTHWESTERLY FOR 0.4 MILE
 MR0806'TO A DIAGONAL CROSSROAD.  TURN RIGHT AND GO WESTERLY UPHILL
 MR0806'FOR 0.1 MILE TO A FORK.  KEEP THE LEFT FORK UPHILL,
 MR0806'SOUTHWESTERLY FOR 0.7 MILE TO THE TOP OF RIDGE AND STATION.
 MR0806'
 MR0806'STATION MARK IS A STANDARD DISK STAMPED CURL 1962, SET IN THE
 MR0806'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 MR0806'ABOVE GROUND SURFACE.  IT IS 19.0 FEET NORTH OF A TRACK ROAD, 6
 MR0806'FEET NORTH OF A METAL WITNESS POST AND ON TOP OF THE HIGHEST PART
 MR0806'OF THE RIDGE.
 MR0806'
 MR0806'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CURL NO 1 1962,
 MR0806'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 MR0806'INCHES ABOVE GROUND SURFACE.  IT IS 48.0 FEET SOUTHEAST OF A METAL
 MR0806'WITNESS POST, 31.5 FEET SOUTH OF THE TRACK ROAD AND ABOUT THE SAME
 MR0806'ELEVATION AS STATION.
 MR0806'
 MR0806'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CURL NO 2 1962,
 MR0806'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MR0806'4 INCHES ABOVE GROUND SURFACE.  IT IS 41.6 FEET WEST-SOUTHWEST
 MR0806'OF A METAL WITNESS POST, 17.0 FEET NORTH OF THE TRACK ROAD AND
 MR0806'ABOUT THE SAME ELEVATION AS STATION.
 MR0806'
 MR0806'AZIMUTH MARK IS A STANDARD DISK STAMPED CURL 1962 SET IN TOP OF
 MR0806'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE
 MR0806'GROUND SURFACE.  IT IS ABOUT 200 FEET SOUTH OF INTERSTATE 80, 26.0
 MR0806'FEET NORTH OF A FENCE LINE, 3.7 FEET SOUTHEAST OF A METAL WITNESS
 MR0806'POST AND ON TOP OF A KNOLL THAT IS HIGHER IN ELEVATION THAN
 MR0806'INTERSTATE 80.
 MR0806
 MR0806                          STATION RECOVERY (1981)
 MR0806
 MR0806'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (NM)
 MR0806'CURL RECOVERED IN GOOD CONDITION.
 MR0806'
 MR0806'RM 1 RECOVERED IN GOOD CONDITION.
 MR0806'
 MR0806'RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0532 ***********************************************************************
 MQ0532  DESIGNATION -  CUSS
 MQ0532  PID         -  MQ0532
 MQ0532  STATE/COUNTY-  WY/SWEETWATER
 MQ0532  USGS QUAD   -  MAXON RANCH (1978)
 MQ0532
 MQ0532                         *CURRENT SURVEY CONTROL
 MQ0532  ___________________________________________________________________
 MQ0532* NAD 83(1993)-  41 10 16.18292(N)    109 07 52.24797(W)     ADJUSTED  
 MQ0532* NAVD 88     -      2598.5    (meters)    8525.     (feet)  VERTCON   
 MQ0532  ___________________________________________________________________
 MQ0532  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 MQ0532  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 MQ0532
 MQ0532  HORZ ORDER  -  THIRD
 MQ0532
 MQ0532.The horizontal coordinates were established by classical geodetic methods
 MQ0532.and adjusted by the National Geodetic Survey in January 1997..
 MQ0532
 MQ0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0532
 MQ0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0532
 MQ0532.The geoid height was determined by GEOID03.
 MQ0532
 MQ0532;                    North         East     Units Scale Factor Converg.
 MQ0532;SPC WYWC     -    74,598.408   568,014.426   MT  0.99995009   -0 15 03.4
 MQ0532;UTM  12      - 4,559,441.327   656,767.092   MT  0.99990247   +1 13 49.9
 MQ0532
 MQ0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0532!SPC WYWC     -   0.99959476  x   0.99995009  =   0.99954487
 MQ0532!UTM  12      -   0.99959476  x   0.99990247  =   0.99949727
 MQ0532
 MQ0532:                Primary Azimuth Mark                     Grid Az
 MQ0532:SPC WYWC     -  MAXON                                    064 38 28.4
 MQ0532:UTM  12      -  MAXON                                    063 09 35.1
 MQ0532
 MQ0532|---------------------------------------------------------------------|
 MQ0532| PID    Reference Object                     Distance      Geod. Az  |
 MQ0532|                                                           dddmmss.s |
 MQ0532| MQ0536 MAXON                               APPROX. 9.1 KM 0642325.0 |
 MQ0532|---------------------------------------------------------------------|
 MQ0532
 MQ0532                          SUPERSEDED SURVEY CONTROL
 MQ0532
 MQ0532  NAD 83(1986)-  41 10 16.17053(N)    109 07 52.24172(W) AD(       ) 3
 MQ0532  NGVD 29 (10/23/89) 2597.1    (m)         8521.     (f) VERT ANG       
 MQ0532
 MQ0532.Superseded values are not recommended for survey control.
 MQ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0532.See file dsdata.txt to determine how the superseded data were derived.
 MQ0532
 MQ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5676759441(NAD 83)
 MQ0532_MARKER: DS = TRIANGULATION STATION DISK
 MQ0532_SETTING: 0 = UNSPECIFIED SETTING
 MQ0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0532
 MQ0532  HISTORY     - Date     Condition        Report By
 MQ0532  HISTORY     - 1963     MONUMENTED       USGS
 MQ0532
 MQ0532                          STATION DESCRIPTION
 MQ0532
 MQ0532'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MQ0532'STATION LOCATED ABOUT 30.0 MI. S. AND 4.3 MI. E. OF ROCK SPRINGS,
 MQ0532'WYOMING, 1.8 MI. N. AND 4.0 MI. E. OF MAXON RANCH, S. OF 1/4 COR. OF
 MQ0532'SECTIONS 20 AND 28, T 14 N, R 104 W, ON S. EDGE OF BLUFF ON MILLER
 MQ0532'MOUNTAIN.
 MQ0532'
 MQ0532'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP, STAMPED---CUSS-ET
 MQ0532'1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0420 ***********************************************************************
 OU0420  DESIGNATION -  CUT
 OU0420  PID         -  OU0420
 OU0420  STATE/COUNTY-  WY/CONVERSE
 OU0420  USGS QUAD   -  MACKEN DRAW (1984)
 OU0420
 OU0420                         *CURRENT SURVEY CONTROL
 OU0420  ___________________________________________________________________
 OU0420* NAD 83(1993)-  43 24 57.22667(N)    105 40 08.65742(W)     ADJUSTED  
 OU0420* NAVD 88     -      1615.7    (meters)    5301.     (feet)  VERTCON   
 OU0420  ___________________________________________________________________
 OU0420  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 OU0420  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 OU0420
 OU0420  HORZ ORDER  -  THIRD
 OU0420  VERT ORDER  -  THIRD ? (See Below)
 OU0420
 OU0420.The horizontal coordinates were established by classical geodetic methods
 OU0420.and adjusted by the National Geodetic Survey in January 1997..
 OU0420
 OU0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0420.The vertical order pertains to the NGVD 29 superseded value.
 OU0420
 OU0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0420
 OU0420.The geoid height was determined by GEOID03.
 OU0420
 OU0420;                    North         East     Units Scale Factor Converg.
 OU0420;SPC WY E     -   323,978.236   159,313.322   MT  0.99995786   -0 20 43.1
 OU0420;UTM  13      - 4,807,218.425   445,834.272   MT  0.99963609   -0 27 35.5
 OU0420
 OU0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0420!SPC WY E     -   0.99974904  x   0.99995786  =   0.99970691
 OU0420!UTM  13      -   0.99974904  x   0.99963609  =   0.99938522
 OU0420
 OU0420:                Primary Azimuth Mark                     Grid Az
 OU0420:SPC WY E     -  LAURIN                                   332 59 22.0
 OU0420:UTM  13      -  LAURIN                                   333 06 14.4
 OU0420
 OU0420|---------------------------------------------------------------------|
 OU0420| PID    Reference Object                     Distance      Geod. Az  |
 OU0420|                                                           dddmmss.s |
 OU0420| OU0447 LAURIN                              APPROX.14.9 KM 3323838.9 |
 OU0420|---------------------------------------------------------------------|
 OU0420
 OU0420                          SUPERSEDED SURVEY CONTROL
 OU0420
 OU0420  NAD 83(1986)-  43 24 57.20755(N)    105 40 08.63506(W) AD(       ) 3
 OU0420  NAD 27      -  43 24 57.31847(N)    105 40 06.64821(W) AD(       ) 3
 OU0420  NGVD 29 (07/19/86) 1614.8    (m)         5298.     (f) LEVELING    3  
 OU0420
 OU0420.Superseded values are not recommended for survey control.
 OU0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0420.See file dsdata.txt to determine how the superseded data were derived.
 OU0420
 OU0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ4583407218(NAD 83)
 OU0420_MARKER: DD = SURVEY DISK
 OU0420_SETTING: 0 = UNSPECIFIED SETTING
 OU0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0420
 OU0420  HISTORY     - Date     Condition        Report By
 OU0420  HISTORY     - 1955     MONUMENTED       USGS
 OU0420
 OU0420                          STATION DESCRIPTION
 OU0420
 OU0420'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0420'STATION IS LOCATED APPROXIMATELY IN SEC. 19, T 40 N, R 73 W, ABOUT
 OU0420'11.0 MI. (AIRLINE) ESE. OF ROSS, ON A PROMINENT TOP, N. OF AN E-W.
 OU0420'RD., AND ABOUT 2.5 MI. S. OF FRED TAYLORS RANCH BUILDINGS.
 OU0420'
 OU0420'TO REACH THE STATION FROM ROSS, OGALALLA STORE, GO SE. 6.4 MI. ALONG
 OU0420'THE ROSS ROAD TO A RD. E., TURN LEFT (E.) AND GO 10.0 MI. TO GATE ON
 OU0420'THE LEFT AND RD. LEADING TO FRED TAYLORS RANCH, KEEP RIGHT AND
 OU0420'CONTINUE GENERALLY E. 1.0 MI. TO RD. SUMMIT, TURN LEFT, LEAVING RD.
 OU0420'FOR ABOUT 250 FT. TO TOP OF PROMINENT HILL AND THE STATION.
 OU0420'
 OU0420'STATION MARK--STANDARD TABLET, SET IN THE TOP OF A CONCRETE POST,
 OU0420'PROJECTING ABOUT 0.2 FT. ABOVE GROUND, STAMPED ---CUT 1955---.
 OU0420'
 OU0420'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0831 ***********************************************************************
 PY0831  DESIGNATION -  CVO 84 1
 PY0831  PID         -  PY0831
 PY0831  STATE/COUNTY-  WY/PARK
 PY0831  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0831
 PY0831                         *CURRENT SURVEY CONTROL
 PY0831  ___________________________________________________________________
 PY0831* NAD 83(1986)-  44 43 39.     (N)    110 29 40.     (W)     SCALED    
 PY0831* NAVD 88     -      2414.694  (meters)    7922.21   (feet)  ADJUSTED  
 PY0831  ___________________________________________________________________
 PY0831  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0831  DYNAMIC HT  -        2413.151 (meters)    7917.15  (feet)  COMP
 PY0831  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 PY0831
 PY0831  VERT ORDER  -  FIRST     CLASS II
 PY0831
 PY0831.The horizontal coordinates were scaled from a topographic map and have
 PY0831.an estimated accuracy of +/- 6 seconds.
 PY0831
 PY0831.The orthometric height was determined by differential leveling
 PY0831.and adjusted by the National Geodetic Survey in June 1991..
 PY0831.WARNING-Repeat measurements at this control monument indicate possible
 PY0831.vertical movement.
 PY0831
 PY0831.The geoid height was determined by GEOID03.
 PY0831
 PY0831.The dynamic height is computed by dividing the NAVD 88
 PY0831.geopotential number by the normal gravity value computed on the
 PY0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0831.degrees latitude (g = 980.6199 gals.).
 PY0831
 PY0831.The modeled gravity was interpolated from observed gravity values.
 PY0831
 PY0831;                    North         East    Units  Estimated Accuracy
 PY0831;SPC WYWC     -   471,060.      461,810.      MT  (+/- 180 meters Scaled)
 PY0831
 PY0831                          SUPERSEDED SURVEY CONTROL
 PY0831
 PY0831  NGVD 29 (08/20/92) 2413.330  (m)         7917.73   (f) ADJUSTED    1 2
 PY0831
 PY0831.Superseded values are not recommended for survey control.
 PY0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0831.See file dsdata.txt to determine how the superseded data were derived.
 PY0831
 PY0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ400528(NAD 83)
 PY0831_MARKER: DB = BENCH MARK DISK
 PY0831_SETTING: 80 = SET IN A BOULDER
 PY0831_SP_SET: BOULDER
 PY0831_STAMPING: CVO 84-1
 PY0831_MARK LOGO: USGS  
 PY0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0831+STABILITY: SURFACE MOTION
 PY0831
 PY0831  HISTORY     - Date     Condition        Report By
 PY0831  HISTORY     - 1984     MONUMENTED       USGS
 PY0831  HISTORY     - 1987     GOOD             NGS
 PY0831
 PY0831                          STATION DESCRIPTION
 PY0831
 PY0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0831'1.0 KM (0.60 MI) SOUTH FROM CANYON VILLAGE.
 PY0831'1.0 KM (0.60 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0831'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN A 4 BY 6 FOOT
 PY0831'BOULDER THAT PROJECTS 36-INCHES ABOVE THE GROUND SURFACE, AT A
 PY0831'HIGHWAY PULLOUT, 30.5 M (100.1 FT) NORTHWEST OF THE WEST END OF A
 PY0831'STONE CULVERT, AND 8.6 M (28.2 FT) WEST OF THE CENTERLINE OF THE
 PY0831'HIGHWAY.
 PY0831'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0866 ***********************************************************************
 PY0866  DESIGNATION -  CVO 84 10
 PY0866  PID         -  PY0866
 PY0866  STATE/COUNTY-  WY/PARK
 PY0866  USGS QUAD   -  LAKE (1986)
 PY0866
 PY0866                         *CURRENT SURVEY CONTROL
 PY0866  ___________________________________________________________________
 PY0866* NAD 83(1986)-  44 35 55.     (N)    110 23 15.     (W)     SCALED    
 PY0866* NAVD 88     -      2364.412  (meters)    7757.24   (feet)  ADJUSTED  
 PY0866  ___________________________________________________________________
 PY0866  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0866  DYNAMIC HT  -        2362.853 (meters)    7752.13  (feet)  COMP
 PY0866  MODELED GRAV-     979,873.2   (mgal)                       NAVD 88
 PY0866
 PY0866  VERT ORDER  -  FIRST     CLASS II
 PY0866
 PY0866.The horizontal coordinates were scaled from a topographic map and have
 PY0866.an estimated accuracy of +/- 6 seconds.
 PY0866
 PY0866.The orthometric height was determined by differential leveling
 PY0866.and adjusted by the National Geodetic Survey in June 1991..
 PY0866
 PY0866.The geoid height was determined by GEOID03.
 PY0866
 PY0866.The dynamic height is computed by dividing the NAVD 88
 PY0866.geopotential number by the normal gravity value computed on the
 PY0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0866.degrees latitude (g = 980.6199 gals.).
 PY0866
 PY0866.The modeled gravity was interpolated from observed gravity values.
 PY0866
 PY0866;                    North         East    Units  Estimated Accuracy
 PY0866;SPC WYWC     -   456,570.      470,000.      MT  (+/- 180 meters Scaled)
 PY0866
 PY0866                          SUPERSEDED SURVEY CONTROL
 PY0866
 PY0866  NGVD 29 (08/20/92) 2363.030  (m)         7752.71   (f) ADJUSTED    1 2
 PY0866
 PY0866.Superseded values are not recommended for survey control.
 PY0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0866.See file dsdata.txt to determine how the superseded data were derived.
 PY0866
 PY0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ486385(NAD 83)
 PY0866_MARKER: DB = BENCH MARK DISK
 PY0866_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0866_SP_SET: HE4ADWALL
 PY0866_STAMPING: CVO 84-10
 PY0866_MARK LOGO: USGS  
 PY0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0866+STABILITY: SURFACE MOTION
 PY0866
 PY0866  HISTORY     - Date     Condition        Report By
 PY0866  HISTORY     - 1984     MONUMENTED       USGS
 PY0866  HISTORY     - 1987     GOOD             NGS
 PY0866
 PY0866                          STATION DESCRIPTION
 PY0866
 PY0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0866'3.8 KM (2.35 MI) NORTH FROM LAKE JUNCTION.
 PY0866'3.8 KM (2.35 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0866'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, IN TOP OF AND
 PY0866'0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE WEST HEADWALL OF A STONE
 PY0866'CULVERT, 20.0 M (65.6 FT) SOUTHWEST OF THE SOUTH END OF A PAVED
 PY0866'HIGHWAY PULLOUT, AND 6.0 M (19.7 FT) WEST OF THE CENTERLINE OF THE
 PY0866'HIGHWAY.
 PY0866'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0869 ***********************************************************************
 PY0869  DESIGNATION -  CVO 84 11
 PY0869  PID         -  PY0869
 PY0869  STATE/COUNTY-  WY/PARK
 PY0869  USGS QUAD   -  LAKE (1986)
 PY0869
 PY0869                         *CURRENT SURVEY CONTROL
 PY0869  ___________________________________________________________________
 PY0869* NAD 83(1986)-  44 35 00.     (N)    110 22 57.     (W)     SCALED    
 PY0869* NAVD 88     -      2382.213  (meters)    7815.64   (feet)  ADJUSTED  
 PY0869  ___________________________________________________________________
 PY0869  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0869  DYNAMIC HT  -        2380.639 (meters)    7810.48  (feet)  COMP
 PY0869  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 PY0869
 PY0869  VERT ORDER  -  FIRST     CLASS II
 PY0869
 PY0869.The horizontal coordinates were scaled from a topographic map and have
 PY0869.an estimated accuracy of +/- 6 seconds.
 PY0869
 PY0869.The orthometric height was determined by differential leveling
 PY0869.and adjusted by the National Geodetic Survey in June 1991..
 PY0869
 PY0869.The geoid height was determined by GEOID03.
 PY0869
 PY0869.The dynamic height is computed by dividing the NAVD 88
 PY0869.geopotential number by the normal gravity value computed on the
 PY0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0869.degrees latitude (g = 980.6199 gals.).
 PY0869
 PY0869.The modeled gravity was interpolated from observed gravity values.
 PY0869
 PY0869;                    North         East    Units  Estimated Accuracy
 PY0869;SPC WYWC     -   454,860.      470,360.      MT  (+/- 180 meters Scaled)
 PY0869
 PY0869                          SUPERSEDED SURVEY CONTROL
 PY0869
 PY0869  NGVD 29 (08/20/92) 2380.835  (m)         7811.12   (f) ADJUSTED    1 2
 PY0869
 PY0869.Superseded values are not recommended for survey control.
 PY0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0869.See file dsdata.txt to determine how the superseded data were derived.
 PY0869
 PY0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ490368(NAD 83)
 PY0869_MARKER: DB = BENCH MARK DISK
 PY0869_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0869_SP_SET: HEADWALL
 PY0869_STAMPING: CVO 84-11
 PY0869_MARK LOGO: USGS  
 PY0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0869+STABILITY: SURFACE MOTION
 PY0869
 PY0869  HISTORY     - Date     Condition        Report By
 PY0869  HISTORY     - 1984     MONUMENTED       USGS
 PY0869  HISTORY     - 1987     GOOD             NGS
 PY0869
 PY0869                          STATION DESCRIPTION
 PY0869
 PY0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0869'2.0 KM (1.25 MI) NORTH FROM LAKE JUNCTION.
 PY0869'2.0 KM (1.25 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0869'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, IN TOP OF AND
 PY0869'0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE WEST HEADWALL OF A STONE
 PY0869'CULVERT, AND 6.1 M (20.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0881 ***********************************************************************
 PY0881  DESIGNATION -  CVO 84 12
 PY0881  PID         -  PY0881
 PY0881  STATE/COUNTY-  WY/PARK
 PY0881  USGS QUAD   -  LAKE BUTTE (1986)
 PY0881
 PY0881                         *CURRENT SURVEY CONTROL
 PY0881  ___________________________________________________________________
 PY0881* NAD 83(1986)-  44 33 35.     (N)    110 19 26.     (W)     SCALED    
 PY0881* NAVD 88     -      2373.595  (meters)    7787.37   (feet)  ADJUSTED  
 PY0881  ___________________________________________________________________
 PY0881  GEOID HEIGHT-          -8.42  (meters)                     GEOID03
 PY0881  DYNAMIC HT  -        2372.008 (meters)    7782.16  (feet)  COMP
 PY0881  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 PY0881
 PY0881  VERT ORDER  -  FIRST     CLASS II
 PY0881
 PY0881.The horizontal coordinates were scaled from a topographic map and have
 PY0881.an estimated accuracy of +/- 6 seconds.
 PY0881
 PY0881.The orthometric height was determined by differential leveling
 PY0881.and adjusted by the National Geodetic Survey in June 1991..
 PY0881
 PY0881.The geoid height was determined by GEOID03.
 PY0881
 PY0881.The dynamic height is computed by dividing the NAVD 88
 PY0881.geopotential number by the normal gravity value computed on the
 PY0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0881.degrees latitude (g = 980.6199 gals.).
 PY0881
 PY0881.The modeled gravity was interpolated from observed gravity values.
 PY0881
 PY0881;                    North         East    Units  Estimated Accuracy
 PY0881;SPC WYWC     -   452,150.      474,970.      MT  (+/- 180 meters Scaled)
 PY0881
 PY0881                          SUPERSEDED SURVEY CONTROL
 PY0881
 PY0881  NGVD 29 (08/20/92) 2372.213  (m)         7782.84   (f) ADJUSTED    1 2
 PY0881
 PY0881.Superseded values are not recommended for survey control.
 PY0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0881.See file dsdata.txt to determine how the superseded data were derived.
 PY0881
 PY0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ536342(NAD 83)
 PY0881_MARKER: DB = BENCH MARK DISK
 PY0881_SETTING: 66 = SET IN ROCK OUTCROP
 PY0881_SP_SET: BEDROCK
 PY0881_STAMPING: CVO 84-12
 PY0881_MARK LOGO: USGS  
 PY0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0881+STABILITY: POSITION/ELEVATION WELL
 PY0881
 PY0881  HISTORY     - Date     Condition        Report By
 PY0881  HISTORY     - 1984     MONUMENTED       USGS
 PY0881  HISTORY     - 1987     GOOD             NGS
 PY0881  HISTORY     - 1988     GOOD             USGS
 PY0881
 PY0881                          STATION DESCRIPTION
 PY0881
 PY0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0881'5.5 KM (3.40 MI) SE FROM LAKE JUNCTION.
 PY0881'5.5 KM (3.40 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0881'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, NEAR THE
 PY0881'NORTHEAST END OF A LAVA OUTCROP AT THE WEST END OF A PARKING AREA FOR
 PY0881'INDIAN POND, 85.0 M (278.9 FT) SOUTHEAST OF THE CENTER OF A SERVICE
 PY0881'ROAD LEADING EAST TO TURBID LAKE, 30.0 M (98.4 FT) SOUTH OF THE
 PY0881'CENTERLINE OF THE HIGHWAY, AND 20.0 M (65.6 FT) NORTH OF THE NORTH
 PY0881'SHORE OF INDIAN POND.
 PY0881'THE MARK IS 5.0 M BELOW THE HIGHWAY.
 PY0881
 PY0881                          STATION RECOVERY (1988)
 PY0881
 PY0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0884 ***********************************************************************
 PY0884  DESIGNATION -  CVO 84 13
 PY0884  PID         -  PY0884
 PY0884  STATE/COUNTY-  WY/PARK
 PY0884  USGS QUAD   -  LAKE BUTTE (1986)
 PY0884
 PY0884                         *CURRENT SURVEY CONTROL
 PY0884  ___________________________________________________________________
 PY0884* NAD 83(1986)-  44 32 18.     (N)    110 17 25.     (W)     SCALED    
 PY0884* NAVD 88     -      2360.509  (meters)    7744.44   (feet)  ADJUSTED  
 PY0884  ___________________________________________________________________
 PY0884  GEOID HEIGHT-          -8.30  (meters)                     GEOID03
 PY0884  DYNAMIC HT  -        2358.949 (meters)    7739.32  (feet)  COMP
 PY0884  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 PY0884
 PY0884  VERT ORDER  -  FIRST     CLASS II
 PY0884
 PY0884.The horizontal coordinates were scaled from a topographic map and have
 PY0884.an estimated accuracy of +/- 6 seconds.
 PY0884
 PY0884.The orthometric height was determined by differential leveling
 PY0884.and adjusted by the National Geodetic Survey in June 1991..
 PY0884
 PY0884.The geoid height was determined by GEOID03.
 PY0884
 PY0884.The dynamic height is computed by dividing the NAVD 88
 PY0884.geopotential number by the normal gravity value computed on the
 PY0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0884.degrees latitude (g = 980.6199 gals.).
 PY0884
 PY0884.The modeled gravity was interpolated from observed gravity values.
 PY0884
 PY0884;                    North         East    Units  Estimated Accuracy
 PY0884;SPC WYWC     -   449,720.      477,590.      MT  (+/- 180 meters Scaled)
 PY0884
 PY0884                          SUPERSEDED SURVEY CONTROL
 PY0884
 PY0884  NGVD 29 (08/20/92) 2359.151  (m)         7739.98   (f) ADJUSTED    1 2
 PY0884
 PY0884.Superseded values are not recommended for survey control.
 PY0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0884.See file dsdata.txt to determine how the superseded data were derived.
 PY0884
 PY0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ563319(NAD 83)
 PY0884_MARKER: DB = BENCH MARK DISK
 PY0884_SETTING: 66 = SET IN ROCK OUTCROP
 PY0884_SP_SET: BEDROCK
 PY0884_STAMPING: CVO 84-13
 PY0884_MARK LOGO: USGS  
 PY0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0884+STABILITY: POSITION/ELEVATION WELL
 PY0884
 PY0884  HISTORY     - Date     Condition        Report By
 PY0884  HISTORY     - 1984     MONUMENTED       USGS
 PY0884  HISTORY     - 1987     GOOD             NGS
 PY0884  HISTORY     - 1988     GOOD             USGS
 PY0884
 PY0884                          STATION DESCRIPTION
 PY0884
 PY0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0884'9.1 KM (5.65 MI) SE FROM LAKE JUNCTION.
 PY0884'9.1 KM (5.65 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0884'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN A 12 BY
 PY0884'14 FOOT AREA OF OUTCROPPING BEDROCK ALONG THE EAST SHORE OF LAKE
 PY0884'YELLOWSTONE, 0.4 KM (0.25 MI) NORTHEAST OF HOLMES POINT, 20.0 M (65.6
 PY0884'FT) NORTH OF THE CENTER OF A PAVED HIGHWAY PULLOUT, 11.1 M (36.4 FT)
 PY0884'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 6.0 M (19.7 FT) EAST OF
 PY0884'THE WATERS EDGE.
 PY0884'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PY0884
 PY0884                          STATION RECOVERY (1988)
 PY0884
 PY0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0885 ***********************************************************************
 PY0885  DESIGNATION -  CVO 84 14
 PY0885  PID         -  PY0885
 PY0885  STATE/COUNTY-  WY/PARK
 PY0885  USGS QUAD   -  LAKE BUTTE (1986)
 PY0885
 PY0885                         *CURRENT SURVEY CONTROL
 PY0885  ___________________________________________________________________
 PY0885* NAD 83(1986)-  44 31 57.     (N)    110 17 45.     (W)     SCALED    
 PY0885* NAVD 88     -      2367.605  (meters)    7767.72   (feet)  ADJUSTED  
 PY0885  ___________________________________________________________________
 PY0885  GEOID HEIGHT-          -8.30  (meters)                     GEOID03
 PY0885  DYNAMIC HT  -        2366.050 (meters)    7762.62  (feet)  COMP
 PY0885  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 PY0885
 PY0885  VERT ORDER  -  FIRST     CLASS II
 PY0885
 PY0885.The horizontal coordinates were scaled from a topographic map and have
 PY0885.an estimated accuracy of +/- 6 seconds.
 PY0885
 PY0885.The orthometric height was determined by differential leveling
 PY0885.and adjusted by the National Geodetic Survey in June 1991..
 PY0885
 PY0885.The geoid height was determined by GEOID03.
 PY0885
 PY0885.The dynamic height is computed by dividing the NAVD 88
 PY0885.geopotential number by the normal gravity value computed on the
 PY0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0885.degrees latitude (g = 980.6199 gals.).
 PY0885
 PY0885.The modeled gravity was interpolated from observed gravity values.
 PY0885
 PY0885;                    North         East    Units  Estimated Accuracy
 PY0885;SPC WYWC     -   449,080.      477,140.      MT  (+/- 180 meters Scaled)
 PY0885
 PY0885                          SUPERSEDED SURVEY CONTROL
 PY0885
 PY0885  NGVD 29 (08/20/92) 2366.260  (m)         7763.30   (f) ADJUSTED    1 2
 PY0885
 PY0885.Superseded values are not recommended for survey control.
 PY0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0885.See file dsdata.txt to determine how the superseded data were derived.
 PY0885
 PY0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ559312(NAD 83)
 PY0885_MARKER: DB = BENCH MARK DISK
 PY0885_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0885_SP_SET: HEADWALL
 PY0885_STAMPING: CVO 84-14
 PY0885_MARK LOGO: USGS  
 PY0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0885+STABILITY: SURFACE MOTION
 PY0885
 PY0885  HISTORY     - Date     Condition        Report By
 PY0885  HISTORY     - 1984     MONUMENTED       USGS
 PY0885  HISTORY     - 1987     GOOD             NGS
 PY0885  HISTORY     - 1988     GOOD             USGS
 PY0885
 PY0885                          STATION DESCRIPTION
 PY0885
 PY0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0885'10.2 KM (6.35 MI) SE FROM LAKE JUNCTION.
 PY0885'10.2 KM (6.35 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0885'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN TOP OF
 PY0885'AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A
 PY0885'STONE CULVERT, 0.1 KM (0.05 MI) NORTH OF THE NORTH END OF A PAVED
 PY0885'HIGHWAY PULLOUT, AND 6.0 M (19.7 FT) EAST OF THE CENTERLINE OF THE
 PY0885'HIGHWAY.
 PY0885'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PY0885
 PY0885                          STATION RECOVERY (1988)
 PY0885
 PY0885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0878 ***********************************************************************
 PY0878  DESIGNATION -  CVO 84 15
 PY0878  PID         -  PY0878
 PY0878  STATE/COUNTY-  WY/PARK
 PY0878  USGS QUAD   -  LAKE BUTTE (1986)
 PY0878
 PY0878                         *CURRENT SURVEY CONTROL
 PY0878  ___________________________________________________________________
 PY0878* NAD 83(1986)-  44 33 28.     (N)    110 20 33.     (W)     SCALED    
 PY0878* NAVD 88     -      2363.887  (meters)    7755.52   (feet)  ADJUSTED  
 PY0878  ___________________________________________________________________
 PY0878  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY0878  DYNAMIC HT  -        2362.314 (meters)    7750.36  (feet)  COMP
 PY0878  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 PY0878
 PY0878  VERT ORDER  -  FIRST     CLASS II
 PY0878
 PY0878.The horizontal coordinates were scaled from a topographic map and have
 PY0878.an estimated accuracy of +/- 6 seconds.
 PY0878
 PY0878.The orthometric height was determined by differential leveling
 PY0878.and adjusted by the National Geodetic Survey in June 1991..
 PY0878
 PY0878.The geoid height was determined by GEOID03.
 PY0878
 PY0878.The dynamic height is computed by dividing the NAVD 88
 PY0878.geopotential number by the normal gravity value computed on the
 PY0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0878.degrees latitude (g = 980.6199 gals.).
 PY0878
 PY0878.The modeled gravity was interpolated from observed gravity values.
 PY0878
 PY0878;                    North         East    Units  Estimated Accuracy
 PY0878;SPC WYWC     -   451,960.      473,480.      MT  (+/- 180 meters Scaled)
 PY0878
 PY0878                          SUPERSEDED SURVEY CONTROL
 PY0878
 PY0878  NGVD 29 (08/20/92) 2362.511  (m)         7751.00   (f) ADJUSTED    1 2
 PY0878
 PY0878.Superseded values are not recommended for survey control.
 PY0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0878.See file dsdata.txt to determine how the superseded data were derived.
 PY0878
 PY0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ522340(NAD 83)
 PY0878_MARKER: DB = BENCH MARK DISK
 PY0878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0878_SP_SET: HEADWALL
 PY0878_STAMPING: CVO 84-15
 PY0878_MARK LOGO: USGS  
 PY0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0878+STABILITY: SURFACE MOTION
 PY0878
 PY0878  HISTORY     - Date     Condition        Report By
 PY0878  HISTORY     - 1984     MONUMENTED       USGS
 PY0878  HISTORY     - 1987     GOOD             NGS
 PY0878  HISTORY     - 1988     GOOD             USGS
 PY0878
 PY0878                          STATION DESCRIPTION
 PY0878
 PY0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0878'3.9 KM (2.40 MI) SE FROM LAKE JUNCTION.
 PY0878'3.9 KM (2.40 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0878'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN TOP OF
 PY0878'AND 0.4 M (1.3 FT) EAST OF THE WEST END OF THE SOUTH HEADWALL OF A
 PY0878'STONE CULVERT, AND 6.0 M (19.7 FT) SOUTH OF THE CENTERLINE OF THE
 PY0878'HIGHWAY.
 PY0878'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PY0878
 PY0878                          STATION RECOVERY (1988)
 PY0878
 PY0878'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0882 ***********************************************************************
 PY0882  DESIGNATION -  CVO 84 16
 PY0882  PID         -  PY0882
 PY0882  STATE/COUNTY-  WY/PARK
 PY0882  USGS QUAD   -  LAKE BUTTE (1986)
 PY0882
 PY0882                         *CURRENT SURVEY CONTROL
 PY0882  ___________________________________________________________________
 PY0882* NAD 83(1986)-  44 33 17.     (N)    110 18 33.     (W)     SCALED    
 PY0882* NAVD 88     -      2360.854  (meters)    7745.57   (feet)  ADJUSTED  
 PY0882  ___________________________________________________________________
 PY0882  GEOID HEIGHT-          -8.38  (meters)                     GEOID03
 PY0882  DYNAMIC HT  -        2359.284 (meters)    7740.42  (feet)  COMP
 PY0882  MODELED GRAV-     979,867.7   (mgal)                       NAVD 88
 PY0882
 PY0882  VERT ORDER  -  FIRST     CLASS II
 PY0882
 PY0882.The horizontal coordinates were scaled from a topographic map and have
 PY0882.an estimated accuracy of +/- 6 seconds.
 PY0882
 PY0882.The orthometric height was determined by differential leveling
 PY0882.and adjusted by the National Geodetic Survey in June 1991..
 PY0882
 PY0882.The geoid height was determined by GEOID03.
 PY0882
 PY0882.The dynamic height is computed by dividing the NAVD 88
 PY0882.geopotential number by the normal gravity value computed on the
 PY0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0882.degrees latitude (g = 980.6199 gals.).
 PY0882
 PY0882.The modeled gravity was interpolated from observed gravity values.
 PY0882
 PY0882;                    North         East    Units  Estimated Accuracy
 PY0882;SPC WYWC     -   451,570.      476,120.      MT  (+/- 180 meters Scaled)
 PY0882
 PY0882                          SUPERSEDED SURVEY CONTROL
 PY0882
 PY0882  NGVD 29 (08/20/92) 2359.483  (m)         7741.07   (f) ADJUSTED    1 2
 PY0882
 PY0882.Superseded values are not recommended for survey control.
 PY0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0882.See file dsdata.txt to determine how the superseded data were derived.
 PY0882
 PY0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ548337(NAD 83)
 PY0882_MARKER: DB = BENCH MARK DISK
 PY0882_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0882_SP_SET: HEADWALL
 PY0882_STAMPING: CVO 84-16
 PY0882_MARK LOGO: USGS  
 PY0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0882+STABILITY: SURFACE MOTION
 PY0882
 PY0882  HISTORY     - Date     Condition        Report By
 PY0882  HISTORY     - 1984     MONUMENTED       USGS
 PY0882  HISTORY     - 1987     GOOD             NGS
 PY0882  HISTORY     - 1988     GOOD             USGS
 PY0882
 PY0882                          STATION DESCRIPTION
 PY0882
 PY0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0882'6.8 KM (4.25 MI) SE FROM LAKE JUNCTION.
 PY0882'6.8 KM (4.25 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0882'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN TOP OF
 PY0882'AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 PY0882'HEADWALL OF A STONE CULVERT, 14.3 M (46.9 FT) NORTH OF A SIGN (MARYS
 PY0882'BAY), AND 7.0 M (23.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0882'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PY0882
 PY0882                          STATION RECOVERY (1988)
 PY0882
 PY0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0883 ***********************************************************************
 PY0883  CBN         -  This is a Cooperative Base Network Control Station.
 PY0883  DESIGNATION -  CVO 84 17
 PY0883  PID         -  PY0883
 PY0883  STATE/COUNTY-  WY/PARK
 PY0883  USGS QUAD   -  LAKE BUTTE (1986)
 PY0883
 PY0883                         *CURRENT SURVEY CONTROL
 PY0883  ___________________________________________________________________
 PY0883* NAD 83(1993)-  44 32 58.58516(N)    110 17 54.32409(W)     ADJUSTED  
 PY0883* NAVD 88     -      2359.978  (meters)    7742.69   (feet)  ADJUSTED  
 PY0883  ___________________________________________________________________
 PY0883  X           -  -1,580,007.364 (meters)                     COMP
 PY0883  Y           -  -4,271,676.163 (meters)                     COMP
 PY0883  Z           -   4,453,468.013 (meters)                     COMP
 PY0883  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 PY0883  ELLIP HEIGHT-        2351.64  (meters)          (09/07/01) GPS OBS
 PY0883  GEOID HEIGHT-          -8.34  (meters)                     GEOID03
 PY0883  DYNAMIC HT  -        2358.411 (meters)    7737.55  (feet)  COMP
 PY0883  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 PY0883
 PY0883  HORZ ORDER  -  B
 PY0883  VERT ORDER  -  FIRST     CLASS II
 PY0883  ELLP ORDER  -  FOURTH    CLASS I
 PY0883
 PY0883.The horizontal coordinates were established by GPS observations
 PY0883.and adjusted by the National Geodetic Survey in May 1992..
 PY0883
 PY0883.The orthometric height was determined by differential leveling
 PY0883.and adjusted by the National Geodetic Survey in June 1991..
 PY0883
 PY0883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0883
 PY0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0883
 PY0883.The ellipsoidal height was determined by GPS observations
 PY0883.and is referenced to NAD 83.
 PY0883
 PY0883.The geoid height was determined by GEOID03.
 PY0883
 PY0883.The dynamic height is computed by dividing the NAVD 88
 PY0883.geopotential number by the normal gravity value computed on the
 PY0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0883.degrees latitude (g = 980.6199 gals.).
 PY0883
 PY0883.The modeled gravity was interpolated from observed gravity values.
 PY0883
 PY0883;                    North         East     Units Scale Factor Converg.
 PY0883;SPC WYWC     -   450,982.946   476,966.463   MT  1.00012359   -1 05 11.0
 PY0883;UTM  12      - 4,933,158.780   555,726.476   MT  0.99963819   +0 29 31.9
 PY0883
 PY0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0883!SPC WYWC     -   0.99963141  x   1.00012359  =   0.99975495
 PY0883!UTM  12      -   0.99963141  x   0.99963819  =   0.99926973
 PY0883
 PY0883                          SUPERSEDED SURVEY CONTROL
 PY0883
 PY0883  ELLIP H (05/15/92) 2351.73   (m)                       GP(       ) 4 2
 PY0883  NAD 83(1993)-  44 32 58.57668(N)    110 17 54.30660(W) AD(       ) 1
 PY0883  NAVD 88 (05/28/92) 2359.98   (m)         7742.7    (f) LEVELING    3  
 PY0883  NGVD 29 (08/20/92) 2358.610  (m)         7738.21   (f) ADJUSTED    1 2
 PY0883
 PY0883.Superseded values are not recommended for survey control.
 PY0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0883.See file dsdata.txt to determine how the superseded data were derived.
 PY0883
 PY0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5572633159(NAD 83)
 PY0883_MARKER: DB = BENCH MARK DISK
 PY0883_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0883_SP_SET: COPPER-CLAD STEEL ROD
 PY0883_STAMPING: CVO 84-17
 PY0883_MARK LOGO: USGS  
 PY0883_MAGNETIC: I = MARKER IS A STEEL ROD
 PY0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0883+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0883
 PY0883  HISTORY     - Date     Condition        Report By
 PY0883  HISTORY     - 1984     MONUMENTED       USGS
 PY0883  HISTORY     - 1987     GOOD             NGS
 PY0883  HISTORY     - 1987     GOOD             NGS
 PY0883  HISTORY     - 1988     GOOD             USGS
 PY0883
 PY0883                          STATION DESCRIPTION
 PY0883
 PY0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0883'THE STATION WAS RECOVERED AT THIS DATE.
 PY0883'
 PY0883'THE STATION IS LOCATED IN THE EAST CENTRAL SECTION OF YELLOWSTONE
 PY0883'NATIONAL PARK, ABOUT 7.8 KM (4.85 MI) SOUTHEAST OF LAKE JUNCTION,
 PY0883'ALONG THE EAST ENTRANCE ROAD.
 PY0883'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0883'
 PY0883'TO REACH THE STATION FROM LAKE JUNCTION IN YELLOWSTONE NATIONAL
 PY0883'PARK, GO EASTERLY FOR 7.8 KM (4.85 MI) ON THE EAST ENTRANCE ROAD TO
 PY0883'THE STATION ON THE LEFT, ABOUT 0.2 KM (0.1 MI) SOUTHEAST OF THE
 PY0883'SOUTHEAST END OF A PAVED PARKING AREA.
 PY0883'
 PY0883'THE STATION IS A STANDARD USGS DISK
 PY0883'STAMPED---CVO 84-17---,
 PY0883'AFFIXED TO THE TOP OF A COPPER-CLAD STEEL ROD.  LOCATED
 PY0883'10.0 METERS (32.8 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF ROAD
 PY0883'AND ABOUT 1 METER LOWER THAN THE ROAD.
 PY0883'
 PY0883'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0883'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0883'
 PY0883'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0883'
 PY0883'DESCRIBED BY M.R. MATHWIG.
 PY0883
 PY0883                          STATION RECOVERY (1987)
 PY0883
 PY0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0883'7.8 KM (4.85 MI) SE FROM LAKE JUNCTION.
 PY0883'7.8 KM (4.85 MI) EASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM THE
 PY0883'JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, 0.2 KM (0.10
 PY0883'MI) SOUTHEAST OF THE SOUTHEAST END OF A PAVED PARKING AREA, AND 10.0
 PY0883'M (32.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0883'ENCASED IN A PIPE FLUSH WITH THE GROUND.
 PY0883'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PY0883
 PY0883                          STATION RECOVERY (1988)
 PY0883
 PY0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0886 ***********************************************************************
 PY0886  DESIGNATION -  CVO 84 18
 PY0886  PID         -  PY0886
 PY0886  STATE/COUNTY-  WY/PARK
 PY0886  USGS QUAD   -  LAKE BUTTE (1986)
 PY0886
 PY0886                         *CURRENT SURVEY CONTROL
 PY0886  ___________________________________________________________________
 PY0886* NAD 83(1986)-  44 31 44.     (N)    110 17 21.     (W)     SCALED    
 PY0886* NAVD 88     -      2378.514  (meters)    7803.51   (feet)  ADJUSTED  
 PY0886  ___________________________________________________________________
 PY0886  GEOID HEIGHT-          -8.27  (meters)                     GEOID03
 PY0886  DYNAMIC HT  -        2376.957 (meters)    7798.40  (feet)  COMP
 PY0886  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 PY0886
 PY0886  VERT ORDER  -  FIRST     CLASS II
 PY0886
 PY0886.The horizontal coordinates were scaled from a topographic map and have
 PY0886.an estimated accuracy of +/- 6 seconds.
 PY0886
 PY0886.The orthometric height was determined by differential leveling
 PY0886.and adjusted by the National Geodetic Survey in June 1991..
 PY0886
 PY0886.The geoid height was determined by GEOID03.
 PY0886
 PY0886.The dynamic height is computed by dividing the NAVD 88
 PY0886.geopotential number by the normal gravity value computed on the
 PY0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0886.degrees latitude (g = 980.6199 gals.).
 PY0886
 PY0886.The modeled gravity was interpolated from observed gravity values.
 PY0886
 PY0886;                    North         East    Units  Estimated Accuracy
 PY0886;SPC WYWC     -   448,670.      477,660.      MT  (+/- 180 meters Scaled)
 PY0886
 PY0886                          SUPERSEDED SURVEY CONTROL
 PY0886
 PY0886  NGVD 29 (08/20/92) 2377.178  (m)         7799.12   (f) ADJUSTED    1 2
 PY0886
 PY0886.Superseded values are not recommended for survey control.
 PY0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0886.See file dsdata.txt to determine how the superseded data were derived.
 PY0886
 PY0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ564308(NAD 83)
 PY0886_MARKER: DB = BENCH MARK DISK
 PY0886_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0886_SP_SET: HEADWALL
 PY0886_STAMPING: CVO 84-18
 PY0886_MARK LOGO: USGS  
 PY0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0886+STABILITY: SURFACE MOTION
 PY0886
 PY0886  HISTORY     - Date     Condition        Report By
 PY0886  HISTORY     - 1984     MONUMENTED       USGS
 PY0886  HISTORY     - 1987     GOOD             NGS
 PY0886  HISTORY     - 1988     GOOD             USGS
 PY0886
 PY0886                          STATION DESCRIPTION
 PY0886
 PY0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0886'11.1 KM (6.90 MI) SE FROM LAKE JUNCTION.
 PY0886'11.1 KM (6.90 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0886'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN TOP OF
 PY0886'AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH HEADWALL OF A
 PY0886'STONE CULVERT, AND 6.0 M (19.7 FT) NORTH OF THE CENTERLINE OF THE
 PY0886'HIGHWAY.
 PY0886'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PY0886
 PY0886                          STATION RECOVERY (1988)
 PY0886
 PY0886'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0887 ***********************************************************************
 PY0887  DESIGNATION -  CVO 84 19
 PY0887  PID         -  PY0887
 PY0887  STATE/COUNTY-  WY/PARK
 PY0887  USGS QUAD   -  LAKE BUTTE (1986)
 PY0887
 PY0887                         *CURRENT SURVEY CONTROL
 PY0887  ___________________________________________________________________
 PY0887* NAD 83(1986)-  44 31 24.     (N)    110 16 52.     (W)     SCALED    
 PY0887* NAVD 88     -      2362.118  (meters)    7749.72   (feet)  ADJUSTED  
 PY0887  ___________________________________________________________________
 PY0887  GEOID HEIGHT-          -8.23  (meters)                     GEOID03
 PY0887  DYNAMIC HT  -        2360.577 (meters)    7744.66  (feet)  COMP
 PY0887  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 PY0887
 PY0887  VERT ORDER  -  FIRST     CLASS II
 PY0887
 PY0887.The horizontal coordinates were scaled from a topographic map and have
 PY0887.an estimated accuracy of +/- 6 seconds.
 PY0887
 PY0887.The orthometric height was determined by differential leveling
 PY0887.and adjusted by the National Geodetic Survey in June 1991..
 PY0887
 PY0887.The geoid height was determined by GEOID03.
 PY0887
 PY0887.The dynamic height is computed by dividing the NAVD 88
 PY0887.geopotential number by the normal gravity value computed on the
 PY0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0887.degrees latitude (g = 980.6199 gals.).
 PY0887
 PY0887.The modeled gravity was interpolated from observed gravity values.
 PY0887
 PY0887;                    North         East    Units  Estimated Accuracy
 PY0887;SPC WYWC     -   448,040.      478,290.      MT  (+/- 180 meters Scaled)
 PY0887
 PY0887                          SUPERSEDED SURVEY CONTROL
 PY0887
 PY0887  NGVD 29 (08/20/92) 2360.791  (m)         7745.36   (f) ADJUSTED    1 2
 PY0887
 PY0887.Superseded values are not recommended for survey control.
 PY0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0887.See file dsdata.txt to determine how the superseded data were derived.
 PY0887
 PY0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ571302(NAD 83)
 PY0887_MARKER: DB = BENCH MARK DISK
 PY0887_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PY0887_SP_SET: HEADWALL
 PY0887_STAMPING: CVO 84 19
 PY0887_MARK LOGO: USGS  
 PY0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0887
 PY0887  HISTORY     - Date     Condition        Report By
 PY0887  HISTORY     - 1984     MONUMENTED       USGS
 PY0887  HISTORY     - 1987     GOOD             NGS
 PY0887  HISTORY     - 1988     GOOD             USGS
 PY0887
 PY0887                          STATION DESCRIPTION
 PY0887
 PY0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0887'12.3 KM (7.65 MI) SE FROM LAKE JUNCTION.
 PY0887'12.3 KM (7.65 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0887'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN TOP OF
 PY0887'AND 1.0 M (3.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST
 PY0887'HEADWALL OF A HIGHWAY BRIDGE SPANNING SLEDGE CREEK, AND 4.0 M (13.1
 PY0887'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0887'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 PY0887
 PY0887                          STATION RECOVERY (1988)
 PY0887
 PY0887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0839 ***********************************************************************
 PY0839  DESIGNATION -  CVO 84 2
 PY0839  PID         -  PY0839
 PY0839  STATE/COUNTY-  WY/PARK
 PY0839  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0839
 PY0839                         *CURRENT SURVEY CONTROL
 PY0839  ___________________________________________________________________
 PY0839* NAD 83(1986)-  44 41 06.     (N)    110 29 48.     (W)     SCALED    
 PY0839* NAVD 88     -      2343.661  (meters)    7689.16   (feet)  ADJUSTED  
 PY0839  ___________________________________________________________________
 PY0839  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 PY0839  DYNAMIC HT  -        2342.134 (meters)    7684.15  (feet)  COMP
 PY0839  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 PY0839
 PY0839  VERT ORDER  -  FIRST     CLASS II
 PY0839
 PY0839.The horizontal coordinates were scaled from a topographic map and have
 PY0839.an estimated accuracy of +/- 6 seconds.
 PY0839
 PY0839.The orthometric height was determined by differential leveling
 PY0839.and adjusted by the National Geodetic Survey in June 1991..
 PY0839
 PY0839.The geoid height was determined by GEOID03.
 PY0839
 PY0839.The dynamic height is computed by dividing the NAVD 88
 PY0839.geopotential number by the normal gravity value computed on the
 PY0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0839.degrees latitude (g = 980.6199 gals.).
 PY0839
 PY0839.The modeled gravity was interpolated from observed gravity values.
 PY0839
 PY0839;                    North         East    Units  Estimated Accuracy
 PY0839;SPC WYWC     -   466,350.      461,540.      MT  (+/- 180 meters Scaled)
 PY0839
 PY0839                          SUPERSEDED SURVEY CONTROL
 PY0839
 PY0839  NGVD 29 (08/20/92) 2342.268  (m)         7684.59   (f) ADJUSTED    1 2
 PY0839
 PY0839.Superseded values are not recommended for survey control.
 PY0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0839.See file dsdata.txt to determine how the superseded data were derived.
 PY0839
 PY0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ398480(NAD 83)
 PY0839_MARKER: DB = BENCH MARK DISK
 PY0839_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0839_SP_SET: HEADWALL
 PY0839_STAMPING: CVO 84-2
 PY0839_MARK LOGO: USGS  
 PY0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0839+STABILITY: SURFACE MOTION
 PY0839
 PY0839  HISTORY     - Date     Condition        Report By
 PY0839  HISTORY     - 1984     MONUMENTED       USGS
 PY0839  HISTORY     - 1987     GOOD             NGS
 PY0839
 PY0839                          STATION DESCRIPTION
 PY0839
 PY0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0839'6.3 KM (3.90 MI) SOUTH FROM CANYON VILLAGE.
 PY0839'6.3 KM (3.90 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0839'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 0.3 M
 PY0839'(1.0 FT) NORTH OF THE SOUTH END OF THE WEST HEADWALL OF A STONE
 PY0839'CULVERT, AND 5.1 M (16.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0839'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0891 ***********************************************************************
 PY0891  DESIGNATION -  CVO 84 20
 PY0891  PID         -  PY0891
 PY0891  STATE/COUNTY-  WY/PARK
 PY0891  USGS QUAD   -  LAKE BUTTE (1986)
 PY0891
 PY0891                         *CURRENT SURVEY CONTROL
 PY0891  ___________________________________________________________________
 PY0891* NAD 83(1986)-  44 30 25.     (N)    110 15 05.     (W)     SCALED    
 PY0891* NAVD 88     -      2467.232  (meters)    8094.58   (feet)  ADJUSTED  
 PY0891  ___________________________________________________________________
 PY0891  GEOID HEIGHT-          -8.10  (meters)                     GEOID03
 PY0891  DYNAMIC HT  -        2465.597 (meters)    8089.21  (feet)  COMP
 PY0891  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 PY0891
 PY0891  VERT ORDER  -  FIRST     CLASS II
 PY0891
 PY0891.The horizontal coordinates were scaled from a topographic map and have
 PY0891.an estimated accuracy of +/- 6 seconds.
 PY0891
 PY0891.The orthometric height was determined by differential leveling
 PY0891.and adjusted by the National Geodetic Survey in June 1991..
 PY0891
 PY0891.The geoid height was determined by GEOID03.
 PY0891
 PY0891.The dynamic height is computed by dividing the NAVD 88
 PY0891.geopotential number by the normal gravity value computed on the
 PY0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0891.degrees latitude (g = 980.6199 gals.).
 PY0891
 PY0891.The modeled gravity was interpolated from observed gravity values.
 PY0891
 PY0891;                    North         East    Units  Estimated Accuracy
 PY0891;SPC WYWC     -   446,170.      480,620.      MT  (+/- 180 meters Scaled)
 PY0891
 PY0891                          SUPERSEDED SURVEY CONTROL
 PY0891
 PY0891  NGVD 29 (08/20/92) 2465.897  (m)         8090.20   (f) ADJUSTED    1 2
 PY0891
 PY0891.Superseded values are not recommended for survey control.
 PY0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0891.See file dsdata.txt to determine how the superseded data were derived.
 PY0891
 PY0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ595284(NAD 83)
 PY0891_MARKER: DB = BENCH MARK DISK
 PY0891_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0891_SP_SET: HEADWALL
 PY0891_STAMPING: CVO 84-20
 PY0891_MARK LOGO: USGS  
 PY0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0891+STABILITY: SURFACE MOTION
 PY0891
 PY0891  HISTORY     - Date     Condition        Report By
 PY0891  HISTORY     - 1984     MONUMENTED       USGS
 PY0891  HISTORY     - 1987     GOOD             NGS
 PY0891  HISTORY     - 1988     GOOD             USGS
 PY0891
 PY0891                          STATION DESCRIPTION
 PY0891
 PY0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0891'15.9 KM (9.90 MI) SE FROM LAKE JUNCTION.
 PY0891'15.9 KM (9.90 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0891'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN TOP OF
 PY0891'AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE NORTH HEADWALL OF A
 PY0891'STONE CULVERT, AND 6.1 M (20.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 PY0891'HIGHWAY.
 PY0891'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PY0891
 PY0891                          STATION RECOVERY (1988)
 PY0891
 PY0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0893 ***********************************************************************
 PY0893  DESIGNATION -  CVO 84 21
 PY0893  PID         -  PY0893
 PY0893  STATE/COUNTY-  WY/PARK
 PY0893  USGS QUAD   -  MOUNT CHITTENDEN (1991)
 PY0893
 PY0893                         *CURRENT SURVEY CONTROL
 PY0893  ___________________________________________________________________
 PY0893* NAD 83(1986)-  44 30 12.     (N)    110 14 06.     (W)     SCALED    
 PY0893* NAVD 88     -      2548.751  (meters)    8362.03   (feet)  ADJUSTED  
 PY0893  ___________________________________________________________________
 PY0893  GEOID HEIGHT-          -8.03  (meters)                     GEOID03
 PY0893  DYNAMIC HT  -        2547.056 (meters)    8356.47  (feet)  COMP
 PY0893  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 PY0893
 PY0893  VERT ORDER  -  FIRST     CLASS II
 PY0893
 PY0893.The horizontal coordinates were scaled from a topographic map and have
 PY0893.an estimated accuracy of +/- 6 seconds.
 PY0893
 PY0893.The orthometric height was determined by differential leveling
 PY0893.and adjusted by the National Geodetic Survey in June 1991..
 PY0893
 PY0893.The geoid height was determined by GEOID03.
 PY0893
 PY0893.The dynamic height is computed by dividing the NAVD 88
 PY0893.geopotential number by the normal gravity value computed on the
 PY0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0893.degrees latitude (g = 980.6199 gals.).
 PY0893
 PY0893.The modeled gravity was interpolated from observed gravity values.
 PY0893
 PY0893;                    North         East    Units  Estimated Accuracy
 PY0893;SPC WYWC     -   445,750.      481,910.      MT  (+/- 180 meters Scaled)
 PY0893
 PY0893                          SUPERSEDED SURVEY CONTROL
 PY0893
 PY0893  NGVD 29 (08/20/92) 2547.422  (m)         8357.67   (f) ADJUSTED    1 2
 PY0893
 PY0893.Superseded values are not recommended for survey control.
 PY0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0893.See file dsdata.txt to determine how the superseded data were derived.
 PY0893
 PY0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ608280(NAD 83)
 PY0893_MARKER: DB = BENCH MARK DISK
 PY0893_SETTING: 66 = SET IN ROCK OUTCROP
 PY0893_SP_SET: BEDROCK
 PY0893_STAMPING: CVO 84-21
 PY0893_MARK LOGO: USGS  
 PY0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0893+STABILITY: POSITION/ELEVATION WELL
 PY0893
 PY0893  HISTORY     - Date     Condition        Report By
 PY0893  HISTORY     - 1984     MONUMENTED       USGS
 PY0893  HISTORY     - 1987     GOOD             NGS
 PY0893  HISTORY     - 1988     GOOD             USGS
 PY0893
 PY0893                          STATION DESCRIPTION
 PY0893
 PY0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0893'17.5 KM (10.85 MI) SE FROM LAKE JUNCTION.
 PY0893'17.5 KM (10.85 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0893'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, NEAR THE
 PY0893'WEST END OF A 30 FOOT ROCK LEDGE THAT PROJECTS 12-INCHES ALONG THE
 PY0893'SOUTH EDGE, AND 14.9 M (48.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 PY0893'HIGHWAY.
 PY0893'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 PY0893
 PY0893                          STATION RECOVERY (1988)
 PY0893
 PY0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0857 ***********************************************************************
 PY0857  DESIGNATION -  CVO 84 22
 PY0857  PID         -  PY0857
 PY0857  STATE/COUNTY-  WY/PARK
 PY0857  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0857
 PY0857                         *CURRENT SURVEY CONTROL
 PY0857  ___________________________________________________________________
 PY0857* NAD 83(1986)-  44 37 49.     (N)    110 26 22.     (W)     SCALED    
 PY0857* NAVD 88     -      2365.168  (meters)    7759.72   (feet)  ADJUSTED  
 PY0857  ___________________________________________________________________
 PY0857  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY0857  DYNAMIC HT  -        2363.615 (meters)    7754.63  (feet)  COMP
 PY0857  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 PY0857
 PY0857  VERT ORDER  -  FIRST     CLASS II
 PY0857
 PY0857.The horizontal coordinates were scaled from a topographic map and have
 PY0857.an estimated accuracy of +/- 6 seconds.
 PY0857
 PY0857.The orthometric height was determined by differential leveling
 PY0857.and adjusted by the National Geodetic Survey in June 1991..
 PY0857
 PY0857.The geoid height was determined by GEOID03.
 PY0857
 PY0857.The dynamic height is computed by dividing the NAVD 88
 PY0857.geopotential number by the normal gravity value computed on the
 PY0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0857.degrees latitude (g = 980.6199 gals.).
 PY0857
 PY0857.The modeled gravity was interpolated from observed gravity values.
 PY0857
 PY0857;                    North         East    Units  Estimated Accuracy
 PY0857;SPC WYWC     -   460,170.      465,950.      MT  (+/- 180 meters Scaled)
 PY0857
 PY0857                          SUPERSEDED SURVEY CONTROL
 PY0857
 PY0857  NGVD 29 (08/20/92) 2363.786  (m)         7755.19   (f) ADJUSTED    1 2
 PY0857
 PY0857.Superseded values are not recommended for survey control.
 PY0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0857.See file dsdata.txt to determine how the superseded data were derived.
 PY0857
 PY0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ444420(NAD 83)
 PY0857_MARKER: DB = BENCH MARK DISK
 PY0857_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0857_SP_SET: HEADWALL
 PY0857_STAMPING: 84 22
 PY0857_MARK LOGO: USGS  
 PY0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0857+STABILITY: SURFACE MOTION
 PY0857
 PY0857  HISTORY     - Date     Condition        Report By
 PY0857  HISTORY     - 1984     MONUMENTED       USGS
 PY0857  HISTORY     - 1987     GOOD             NGS
 PY0857  HISTORY     - 1988     GOOD             USGS
 PY0857
 PY0857                          STATION DESCRIPTION
 PY0857
 PY0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0857'10.2 KM (6.35 MI) NORTH FROM LAKE JUNCTION.
 PY0857'10.2 KM (6.35 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0857'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, IN TOP OF AND
 PY0857'0.3 M (1.0 FT) WEST OF THE EAST END OF THE SOUTH HEADWALL OF A STONE
 PY0857'CULVERT, ACROSS THE HIGHWAY FROM THE EAST END OF THE HAYDEN VALLEY
 PY0857'GEOLOGY EXHIBIT PARKING AREA, AND 6.0 M (19.7 FT) SOUTH OF THE
 PY0857'CENTERLINE OF THE HIGHWAY.
 PY0857'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PY0857
 PY0857                          STATION RECOVERY (1988)
 PY0857
 PY0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0874 ***********************************************************************
 PY0874  CBN         -  This is a Cooperative Base Network Control Station.
 PY0874  DESIGNATION -  CVO 84 23
 PY0874  PID         -  PY0874
 PY0874  STATE/COUNTY-  WY/TETON
 PY0874  USGS QUAD   -  LAKE (1986)
 PY0874
 PY0874                         *CURRENT SURVEY CONTROL
 PY0874  ___________________________________________________________________
 PY0874* NAD 83(1993)-  44 34 04.98978(N)    110 23 10.46879(W)     ADJUSTED  
 PY0874* NAVD 88     -      2376.059  (meters)    7795.45   (feet)  ADJUSTED  
 PY0874  ___________________________________________________________________
 PY0874  X           -  -1,586,055.533 (meters)                     COMP
 PY0874  Y           -  -4,267,911.468 (meters)                     COMP
 PY0874  Z           -   4,454,940.225 (meters)                     COMP
 PY0874  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 PY0874  ELLIP HEIGHT-        2367.55  (meters)          (09/07/01) GPS OBS
 PY0874  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0874  DYNAMIC HT  -        2374.495 (meters)    7790.32  (feet)  COMP
 PY0874  MODELED GRAV-     979,873.6   (mgal)                       NAVD 88
 PY0874
 PY0874  HORZ ORDER  -  B
 PY0874  VERT ORDER  -  FIRST     CLASS II
 PY0874  ELLP ORDER  -  FOURTH    CLASS I
 PY0874
 PY0874.The horizontal coordinates were established by GPS observations
 PY0874.and adjusted by the National Geodetic Survey in May 1992..
 PY0874
 PY0874.The orthometric height was determined by differential leveling
 PY0874.and adjusted by the National Geodetic Survey in June 1991..
 PY0874.WARNING-Repeat measurements at this control monument indicate possible
 PY0874.vertical movement.
 PY0874
 PY0874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0874
 PY0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0874
 PY0874.The ellipsoidal height was determined by GPS observations
 PY0874.and is referenced to NAD 83.
 PY0874
 PY0874.The geoid height was determined by GEOID03.
 PY0874
 PY0874.The dynamic height is computed by dividing the NAVD 88
 PY0874.geopotential number by the normal gravity value computed on the
 PY0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0874.degrees latitude (g = 980.6199 gals.).
 PY0874
 PY0874.The modeled gravity was interpolated from observed gravity values.
 PY0874
 PY0874;                    North         East     Units Scale Factor Converg.
 PY0874;SPC WY W     -   551,910.770   775,939.401   MT  0.99994462   -0 12 45.2
 PY0874;UTM  12      - 4,935,151.538   548,735.659   MT  0.99962921   +0 25 50.6
 PY0874
 PY0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0874!SPC WY W     -   0.99962892  x   0.99994462  =   0.99957356
 PY0874!UTM  12      -   0.99962892  x   0.99962921  =   0.99925827
 PY0874
 PY0874                          SUPERSEDED SURVEY CONTROL
 PY0874
 PY0874  ELLIP H (05/15/92) 2367.63   (m)                       GP(       ) 4 2
 PY0874  NAD 83(1993)-  44 34 04.98118(N)    110 23 10.45119(W) AD(       ) 1
 PY0874  NAVD 88 (05/28/92) 2376.06   (m)         7795.5    (f) LEVELING    3  
 PY0874  NGVD 29 (08/20/92) 2374.693  (m)         7790.97   (f) ADJUSTED    1 2
 PY0874
 PY0874.Superseded values are not recommended for survey control.
 PY0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0874.See file dsdata.txt to determine how the superseded data were derived.
 PY0874
 PY0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4873635152(NAD 83)
 PY0874_MARKER: DB = BENCH MARK DISK
 PY0874_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0874_SP_SET: HEADWALL
 PY0874_STAMPING: 84 23
 PY0874_MARK LOGO: USGS  
 PY0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0874+STABILITY: SURFACE MOTION
 PY0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0874+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0874
 PY0874  HISTORY     - Date     Condition        Report By
 PY0874  HISTORY     - 1984     MONUMENTED       USGS
 PY0874  HISTORY     - 1987     GOOD             NGS
 PY0874  HISTORY     - 1987     GOOD             NGS
 PY0874  HISTORY     - 1988     GOOD             USGS
 PY0874
 PY0874                          STATION DESCRIPTION
 PY0874
 PY0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0874'THE STATION WAS RECOVERED AT THIS DATE.
 PY0874'
 PY0874'THE STATION IS LOCATED IN THE EAST CENTRAL SECTION OF YELLOWSTONE
 PY0874'NATIONAL PARK, ALONG THE EAST ENTRANCE HIGHWAY, ABOUT 0.1 KM (0.5
 PY0874'MI) SOUTHEAST OF LAKE JUNCTION, IN THE TOP OF A CULVERT HEADWALL.
 PY0874'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0874'
 PY0874'TO REACH THE STATION FROM LAKE JUNCTION IN YELLOWSTONE NATIONAL
 PY0874'PARK, GO SOUTHEASTERLY FOR 0.1 KM (0.05 MI) ON THE EAST ENTRANCE ROAD
 PY0874'TO THE STATION ON THE LEFT.
 PY0874'
 PY0874'THE STATION IS A STANDARD USGS DISK
 PY0874'STAMPED---84 23---,
 PY0874'SET INTO THE TOP OF THE NORTH HEADWALL OF A STONE CULVERT.
 PY0874'LOCATED
 PY0874'11.9 METERS (39.0 FT) NORTH FROM THE APPROXIMATE CENTER OF ROAD,
 PY0874'10.0 METERS (32.8 FT) SOUTH FROM BENCH MARK A 11 AND
 PY0874'0.3 METERS (1.0 FT) WEST FROM THE EAST END OF NORTH HEADWALL OF
 PY0874'CULVERT.
 PY0874'
 PY0874'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND
 PY0874'HEBGEN LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER
 PY0874'1987.
 PY0874'
 PY0874'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0874'
 PY0874'DESCRIBED BY M.R. MATHWIG.
 PY0874
 PY0874                          STATION RECOVERY (1987)
 PY0874
 PY0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0874'0.1 KM (0.05 MI) SE FROM LAKE JUNCTION.
 PY0874'0.1 KM (0.05 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0874'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN TOP OF
 PY0874'AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE NORTH HEADWALL OF A
 PY0874'STONE CULVERT, 11.9 M (39.0 FT) NORTH OF THE CENTERLINE OF THE
 PY0874'HIGHWAY, AND 10.0 M (32.8 FT) SOUTH OF BENCH MARK A 11.
 PY0874'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PY0874
 PY0874                          STATION RECOVERY (1988)
 PY0874
 PY0874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0888 ***********************************************************************
 PY0888  CBN         -  This is a Cooperative Base Network Control Station.
 PY0888  DESIGNATION -  CVO 84 24
 PY0888  PID         -  PY0888
 PY0888  STATE/COUNTY-  WY/PARK
 PY0888  USGS QUAD   -  LAKE BUTTE (1986)
 PY0888
 PY0888                         *CURRENT SURVEY CONTROL
 PY0888  ___________________________________________________________________
 PY0888* NAD 83(1993)-  44 31 02.07061(N)    110 16 34.36305(W)     ADJUSTED  
 PY0888* NAVD 88     -      2362.127  (meters)    7749.74   (feet)  ADJUSTED  
 PY0888  ___________________________________________________________________
 PY0888  X           -  -1,579,226.272 (meters)                     COMP
 PY0888  Y           -  -4,274,656.787 (meters)                     COMP
 PY0888  Z           -   4,450,904.951 (meters)                     COMP
 PY0888  LAPLACE CORR-           9.05  (seconds)                    DEFLEC99
 PY0888  ELLIP HEIGHT-        2353.95  (meters)          (09/07/01) GPS OBS
 PY0888  GEOID HEIGHT-          -8.21  (meters)                     GEOID03
 PY0888  DYNAMIC HT  -        2360.598 (meters)    7744.73  (feet)  COMP
 PY0888  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 PY0888
 PY0888  HORZ ORDER  -  B
 PY0888  VERT ORDER  -  FIRST     CLASS II
 PY0888  ELLP ORDER  -  FOURTH    CLASS I
 PY0888
 PY0888.The horizontal coordinates were established by GPS observations
 PY0888.and adjusted by the National Geodetic Survey in May 1992..
 PY0888
 PY0888.The orthometric height was determined by differential leveling
 PY0888.and adjusted by the National Geodetic Survey in June 1991..
 PY0888
 PY0888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0888
 PY0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0888
 PY0888.The ellipsoidal height was determined by GPS observations
 PY0888.and is referenced to NAD 83.
 PY0888
 PY0888.The geoid height was determined by GEOID03.
 PY0888
 PY0888.The dynamic height is computed by dividing the NAVD 88
 PY0888.geopotential number by the normal gravity value computed on the
 PY0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0888.degrees latitude (g = 980.6199 gals.).
 PY0888
 PY0888.The modeled gravity was interpolated from observed gravity values.
 PY0888
 PY0888;                    North         East     Units Scale Factor Converg.
 PY0888;SPC WYWC     -   447,353.419   478,664.127   MT  1.00011849   -1 04 12.7
 PY0888;UTM  12      - 4,929,579.107   557,522.589   MT  0.99964069   +0 30 26.9
 PY0888
 PY0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0888!SPC WYWC     -   0.99963105  x   1.00011849  =   0.99974949
 PY0888!UTM  12      -   0.99963105  x   0.99964069  =   0.99927187
 PY0888
 PY0888                          SUPERSEDED SURVEY CONTROL
 PY0888
 PY0888  ELLIP H (05/15/92) 2354.05   (m)                       GP(       ) 4 2
 PY0888  NAD 83(1993)-  44 31 02.06121(N)    110 16 34.34706(W) AD(       ) 1
 PY0888  NAVD 88 (05/28/92) 2362.13   (m)         7749.8    (f) LEVELING    3  
 PY0888  NGVD 29 (08/20/92) 2360.815  (m)         7745.44   (f) ADJUSTED    1 2
 PY0888
 PY0888.Superseded values are not recommended for survey control.
 PY0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0888.See file dsdata.txt to determine how the superseded data were derived.
 PY0888
 PY0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5752329579(NAD 83)
 PY0888_MARKER: DB = BENCH MARK DISK
 PY0888_SETTING: 66 = SET IN ROCK OUTCROP
 PY0888_SP_SET: BEDROCK
 PY0888_STAMPING: CVO 84 24 USGS
 PY0888_MARK LOGO: USGS  
 PY0888_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0888+STABILITY: POSITION/ELEVATION WELL
 PY0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0888+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0888
 PY0888  HISTORY     - Date     Condition        Report By
 PY0888  HISTORY     - 1984     MONUMENTED       USGS
 PY0888  HISTORY     - 1987     GOOD             NGS
 PY0888  HISTORY     - 1987     GOOD             NGS
 PY0888  HISTORY     - 1988     GOOD             USGS
 PY0888
 PY0888                          STATION DESCRIPTION
 PY0888
 PY0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0888'THE STATION WAS RECOVERED AT THIS DATE.
 PY0888'
 PY0888'THE STATION IS LOCATED IN THE EAST CENTRAL SECTION OF YELLOWSTONE
 PY0888'NATIONAL PARK, ABOUT 10.5 KM (6.5 MI) SOUTHEAST OF LAKE JUNCTION,
 PY0888'3.1 KM (1.9 MI) SOUTH-SOUTHEAST OF THE SOUTHEAST END OF MARY BAY,
 PY0888'1.1 KM (0.7 MI) NORTHWEST OF LAKE BUTTE, 0.1 KM (0.05 MI) NORTH OF
 PY0888'A TURNOUT, AT THE NORTHWEST END OF A LARGE OUTCROP ON THE WEST
 PY0888'SLOPE OF A HILL.
 PY0888'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0888'
 PY0888'TO REACH THE STATION FROM THE JUNCTION AT FISHING BRIDGE (LAKE
 PY0888'JUNCTION) IN YELLOWSTONE NATIONAL PARK, GO EAST FOR
 PY0888'12.2 KM (7.6 MI) ON THE EAST ENTRANCE ROAD TO A SMALL BRIDGE OVER
 PY0888'SEDGE CREEK.  CONTINUE AHEAD FOR 0.8 KM (0.5 MI) TO THE STATION ON
 PY0888'THE LEFT, AT A POINT WHERE THE ROAD AND LAKE MERGE.
 PY0888'
 PY0888'THE STATION IS A STANDARD USGS CASCADES VOLCANO OBSERVATORY DISK
 PY0888'THAT IS ---UNSTAMPED---,
 PY0888'SET INTO A DRILL HOLE IN THE NORTHWEST END OF THE LARGE IRREGULAR
 PY0888'OUTCROP.  LOCATED
 PY0888'20.6 METERS (67.5 FT) EAST FROM THE APPROXIMATE CENTER OF ROAD,
 PY0888'0.5 METERS HIGHER THAN THE ROAD, 1 METER LOWER THAN THE HIGHEST
 PY0888'POINT OF THE OUTCROP,
 PY0888'26.9 METERS (88.2 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A ROCK
 PY0888'CULVERT HEADWALL,
 PY0888'1.3 METERS (4.3 FT) SOUTHEAST FROM THE NORTHWEST END OF THE OUTCROP
 PY0888'AND 1 METER ABOVE GROUND.
 PY0888'
 PY0888'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0888'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0888'
 PY0888'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0888'
 PY0888'DESCRIBED BY G.R. HEID.
 PY0888
 PY0888                          STATION RECOVERY (1987)
 PY0888
 PY0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0888'13.1 KM (8.15 MI) SE FROM LAKE JUNCTION.
 PY0888'13.1 KM (8.15 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0888'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, NEAR THE
 PY0888'SOUTHWEST END OF A LARGE PROMINATE ROCK OUTCROP THAT PROJECTS 8-FEET
 PY0888'ON THE SOUTH SIDE, ACROSS THE HIGHWAY FROM THE EAST END OF A PARKING
 PY0888'AREA, AND 20.1 M (65.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PY0888'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 PY0888
 PY0888                          STATION RECOVERY (1988)
 PY0888
 PY0888'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0889 ***********************************************************************
 PY0889  DESIGNATION -  CVO 84 25
 PY0889  PID         -  PY0889
 PY0889  STATE/COUNTY-  WY/PARK
 PY0889  USGS QUAD   -  LAKE BUTTE (1986)
 PY0889
 PY0889                         *CURRENT SURVEY CONTROL
 PY0889  ___________________________________________________________________
 PY0889* NAD 83(1986)-  44 30 47.     (N)    110 16 43.     (W)     SCALED    
 PY0889* NAVD 88     -      2380.704  (meters)    7810.69   (feet)  ADJUSTED  
 PY0889  ___________________________________________________________________
 PY0889  GEOID HEIGHT-          -8.20  (meters)                     GEOID03
 PY0889  DYNAMIC HT  -        2379.163 (meters)    7805.64  (feet)  COMP
 PY0889  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 PY0889
 PY0889  VERT ORDER  -  FIRST     CLASS II
 PY0889
 PY0889.The horizontal coordinates were scaled from a topographic map and have
 PY0889.an estimated accuracy of +/- 6 seconds.
 PY0889
 PY0889.The orthometric height was determined by differential leveling
 PY0889.and adjusted by the National Geodetic Survey in June 1991..
 PY0889
 PY0889.The geoid height was determined by GEOID03.
 PY0889
 PY0889.The dynamic height is computed by dividing the NAVD 88
 PY0889.geopotential number by the normal gravity value computed on the
 PY0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0889.degrees latitude (g = 980.6199 gals.).
 PY0889
 PY0889.The modeled gravity was interpolated from observed gravity values.
 PY0889
 PY0889;                    North         East    Units  Estimated Accuracy
 PY0889;SPC WYWC     -   446,890.      478,470.      MT  (+/- 180 meters Scaled)
 PY0889
 PY0889                          SUPERSEDED SURVEY CONTROL
 PY0889
 PY0889  NGVD 29 (08/20/92) 2379.396  (m)         7806.40   (f) ADJUSTED    1 2
 PY0889
 PY0889.Superseded values are not recommended for survey control.
 PY0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0889.See file dsdata.txt to determine how the superseded data were derived.
 PY0889
 PY0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ573291(NAD 83)
 PY0889_MARKER: DB = BENCH MARK DISK
 PY0889_SETTING: 66 = SET IN ROCK OUTCROP
 PY0889_SP_SET: BEDROCK
 PY0889_STAMPING: CVO 84-25
 PY0889_MARK LOGO: USGS  
 PY0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0889+STABILITY: POSITION/ELEVATION WELL
 PY0889
 PY0889  HISTORY     - Date     Condition        Report By
 PY0889  HISTORY     - 1984     MONUMENTED       USGS
 PY0889  HISTORY     - 1987     GOOD             NGS
 PY0889  HISTORY     - 1988     GOOD             USGS
 PY0889
 PY0889                          STATION DESCRIPTION
 PY0889
 PY0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0889'13.8 KM (8.60 MI) SE FROM LAKE JUNCTION.
 PY0889'13.8 KM (8.60 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0889'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, AT THE BASE
 PY0889'OF THE NORTH END OF A VERTICAL ROCK CUT, 70.0 M (229.7 FT) NORTH OF
 PY0889'THE NORTH END OF A GRAVELED HIGHWAY PULLOUT, AND 5.1 M (16.7 FT) EAST
 PY0889'OF THE CENTERLINE OF THE HIGHWAY.
 PY0889'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 PY0889
 PY0889                          STATION RECOVERY (1988)
 PY0889
 PY0889'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0890 ***********************************************************************
 PY0890  DESIGNATION -  CVO 84 26
 PY0890  PID         -  PY0890
 PY0890  STATE/COUNTY-  WY/PARK
 PY0890  USGS QUAD   -  LAKE BUTTE (1986)
 PY0890
 PY0890                         *CURRENT SURVEY CONTROL
 PY0890  ___________________________________________________________________
 PY0890* NAD 83(1986)-  44 30 18.     (N)    110 15 42.     (W)     SCALED    
 PY0890* NAVD 88     -      2439.413  (meters)    8003.31   (feet)  ADJUSTED  
 PY0890  ___________________________________________________________________
 PY0890  GEOID HEIGHT-          -8.13  (meters)                     GEOID03
 PY0890  DYNAMIC HT  -        2437.814 (meters)    7998.06  (feet)  COMP
 PY0890  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 PY0890
 PY0890  VERT ORDER  -  FIRST     CLASS II
 PY0890
 PY0890.The horizontal coordinates were scaled from a topographic map and have
 PY0890.an estimated accuracy of +/- 6 seconds.
 PY0890
 PY0890.The orthometric height was determined by differential leveling
 PY0890.and adjusted by the National Geodetic Survey in June 1991..
 PY0890
 PY0890.The geoid height was determined by GEOID03.
 PY0890
 PY0890.The dynamic height is computed by dividing the NAVD 88
 PY0890.geopotential number by the normal gravity value computed on the
 PY0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0890.degrees latitude (g = 980.6199 gals.).
 PY0890
 PY0890.The modeled gravity was interpolated from observed gravity values.
 PY0890
 PY0890;                    North         East    Units  Estimated Accuracy
 PY0890;SPC WYWC     -   445,970.      479,800.      MT  (+/- 180 meters Scaled)
 PY0890
 PY0890                          SUPERSEDED SURVEY CONTROL
 PY0890
 PY0890  NGVD 29 (08/20/92) 2438.094  (m)         7998.98   (f) ADJUSTED    1 2
 PY0890
 PY0890.Superseded values are not recommended for survey control.
 PY0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0890.See file dsdata.txt to determine how the superseded data were derived.
 PY0890
 PY0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ586282(NAD 83)
 PY0890_MARKER: DB = BENCH MARK DISK
 PY0890_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0890_SP_SET: HEADWALL
 PY0890_STAMPING: CVO 84-26
 PY0890_MARK LOGO: USGS  
 PY0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0890+STABILITY: SURFACE MOTION
 PY0890
 PY0890  HISTORY     - Date     Condition        Report By
 PY0890  HISTORY     - 1984     MONUMENTED       USGS
 PY0890  HISTORY     - 1987     GOOD             NGS
 PY0890  HISTORY     - 1988     GOOD             USGS
 PY0890
 PY0890                          STATION DESCRIPTION
 PY0890
 PY0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0890'15.0 KM (9.30 MI) SE FROM LAKE JUNCTION.
 PY0890'15.0 KM (9.30 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0890'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN TOP OF
 PY0890'AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH HEADWALL OF A
 PY0890'STONE CULVERT, AND 5.1 M (16.7 FT) NORTH OF THE CENTERLINE OF THE
 PY0890'HIGHWAY.
 PY0890'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PY0890
 PY0890                          STATION RECOVERY (1988)
 PY0890
 PY0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0880 ***********************************************************************
 PY0880  DESIGNATION -  CVO 84 27
 PY0880  PID         -  PY0880
 PY0880  STATE/COUNTY-  WY/PARK
 PY0880  USGS QUAD   -  LAKE BUTTE (1986)
 PY0880
 PY0880                         *CURRENT SURVEY CONTROL
 PY0880  ___________________________________________________________________
 PY0880* NAD 83(1986)-  44 33 36.     (N)    110 19 26.     (W)     SCALED    
 PY0880* NAVD 88     -      2377.705  (meters)    7800.85   (feet)  ADJUSTED  
 PY0880  ___________________________________________________________________
 PY0880  GEOID HEIGHT-          -8.42  (meters)                     GEOID03
 PY0880  DYNAMIC HT  -        2376.115 (meters)    7795.64  (feet)  COMP
 PY0880  MODELED GRAV-     979,863.4   (mgal)                       NAVD 88
 PY0880
 PY0880  VERT ORDER  -  FIRST     CLASS II
 PY0880
 PY0880.The horizontal coordinates were scaled from a topographic map and have
 PY0880.an estimated accuracy of +/- 6 seconds.
 PY0880
 PY0880.The orthometric height was determined by differential leveling
 PY0880.and adjusted by the National Geodetic Survey in June 1991..
 PY0880
 PY0880.The geoid height was determined by GEOID03.
 PY0880
 PY0880.The dynamic height is computed by dividing the NAVD 88
 PY0880.geopotential number by the normal gravity value computed on the
 PY0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0880.degrees latitude (g = 980.6199 gals.).
 PY0880
 PY0880.The modeled gravity was interpolated from observed gravity values.
 PY0880
 PY0880;                    North         East    Units  Estimated Accuracy
 PY0880;SPC WYWC     -   452,180.      474,970.      MT  (+/- 180 meters Scaled)
 PY0880
 PY0880                          SUPERSEDED SURVEY CONTROL
 PY0880
 PY0880  NGVD 29 (08/20/92) 2376.325  (m)         7796.33   (f) ADJUSTED    1 2
 PY0880
 PY0880.Superseded values are not recommended for survey control.
 PY0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0880.See file dsdata.txt to determine how the superseded data were derived.
 PY0880
 PY0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ536342(NAD 83)
 PY0880_MARKER: DB = BENCH MARK DISK
 PY0880_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0880_SP_SET: HEADWALL
 PY0880_STAMPING: 84 27
 PY0880_MARK LOGO: USGS  
 PY0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0880+STABILITY: SURFACE MOTION
 PY0880
 PY0880  HISTORY     - Date     Condition        Report By
 PY0880  HISTORY     - 1984     MONUMENTED       USGS
 PY0880  HISTORY     - 1987     GOOD             NGS
 PY0880  HISTORY     - 1988     GOOD             USGS
 PY0880
 PY0880                          STATION DESCRIPTION
 PY0880
 PY0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0880'5.5 KM (3.40 MI) SE FROM LAKE JUNCTION.
 PY0880'5.5 KM (3.40 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0880'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN TOP OF
 PY0880'AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE SOUTH HEADWALL OF A
 PY0880'STONE CULVERT, 70.0 M (229.7 FT) EAST OF THE CENTER OF A SERVICE ROAD
 PY0880'LEADING EAST TO TURBID LAKE, 10.1 M (33.1 FT) WEST OF THE EAST END OF
 PY0880'A PARKING AREA FOR INDIAN POND, AND 6.1 M (20.0 FT) SOUTH OF THE
 PY0880'CENTERLINE OF THE HIGHWAY.
 PY0880'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PY0880
 PY0880                          STATION RECOVERY (1988)
 PY0880
 PY0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0892 ***********************************************************************
 PY0892  DESIGNATION -  CVO 84 28
 PY0892  PID         -  PY0892
 PY0892  STATE/COUNTY-  WY/PARK
 PY0892  USGS QUAD   -  MOUNT CHITTENDEN (1991)
 PY0892
 PY0892                         *CURRENT SURVEY CONTROL
 PY0892  ___________________________________________________________________
 PY0892* NAD 83(1986)-  44 30 25.     (N)    110 14 43.     (W)     SCALED    
 PY0892* NAVD 88     -      2502.394  (meters)    8209.94   (feet)  ADJUSTED  
 PY0892  ___________________________________________________________________
 PY0892  GEOID HEIGHT-          -8.08  (meters)                     GEOID03
 PY0892  DYNAMIC HT  -        2500.731 (meters)    8204.48  (feet)  COMP
 PY0892  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 PY0892
 PY0892  VERT ORDER  -  FIRST     CLASS II
 PY0892
 PY0892.The horizontal coordinates were scaled from a topographic map and have
 PY0892.an estimated accuracy of +/- 6 seconds.
 PY0892
 PY0892.The orthometric height was determined by differential leveling
 PY0892.and adjusted by the National Geodetic Survey in June 1991..
 PY0892
 PY0892.The geoid height was determined by GEOID03.
 PY0892
 PY0892.The dynamic height is computed by dividing the NAVD 88
 PY0892.geopotential number by the normal gravity value computed on the
 PY0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0892.degrees latitude (g = 980.6199 gals.).
 PY0892
 PY0892.The modeled gravity was interpolated from observed gravity values.
 PY0892
 PY0892;                    North         East    Units  Estimated Accuracy
 PY0892;SPC WYWC     -   446,160.      481,100.      MT  (+/- 180 meters Scaled)
 PY0892
 PY0892                          SUPERSEDED SURVEY CONTROL
 PY0892
 PY0892  NGVD 29 (08/20/92) 2501.060  (m)         8205.56   (f) ADJUSTED    1 2
 PY0892
 PY0892.Superseded values are not recommended for survey control.
 PY0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0892.See file dsdata.txt to determine how the superseded data were derived.
 PY0892
 PY0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ599284(NAD 83)
 PY0892_MARKER: DB = BENCH MARK DISK
 PY0892_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0892_SP_SET: HEADWALL
 PY0892_STAMPING: CVO 84-28
 PY0892_MARK LOGO: USGS  
 PY0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0892+STABILITY: SURFACE MOTION
 PY0892
 PY0892  HISTORY     - Date     Condition        Report By
 PY0892  HISTORY     - 1984     MONUMENTED       USGS
 PY0892  HISTORY     - 1987     GOOD             NGS
 PY0892  HISTORY     - 1988     GOOD             USGS
 PY0892
 PY0892                          STATION DESCRIPTION
 PY0892
 PY0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0892'16.7 KM (10.40 MI) SE FROM LAKE JUNCTION.
 PY0892'16.7 KM (10.40 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0892'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, IN TOP OF
 PY0892'AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH HEADWALL OF A
 PY0892'STONE CULVERT, AND 6.0 M (19.7 FT) NORTH OF THE CENTERLINE OF THE
 PY0892'HIGHWAY.
 PY0892'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PY0892
 PY0892                          STATION RECOVERY (1988)
 PY0892
 PY0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0843 ***********************************************************************
 PY0843  DESIGNATION -  CVO 84 3
 PY0843  PID         -  PY0843
 PY0843  STATE/COUNTY-  WY/PARK
 PY0843  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0843
 PY0843                         *CURRENT SURVEY CONTROL
 PY0843  ___________________________________________________________________
 PY0843* NAD 83(1986)-  44 40 26.     (N)    110 28 51.     (W)     SCALED    
 PY0843* NAVD 88     -      2342.779  (meters)    7686.27   (feet)  ADJUSTED  
 PY0843  ___________________________________________________________________
 PY0843  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0843  DYNAMIC HT  -        2341.243 (meters)    7681.23  (feet)  COMP
 PY0843  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 PY0843
 PY0843  VERT ORDER  -  FIRST     CLASS II
 PY0843
 PY0843.The horizontal coordinates were scaled from a topographic map and have
 PY0843.an estimated accuracy of +/- 6 seconds.
 PY0843
 PY0843.The orthometric height was determined by differential leveling
 PY0843.and adjusted by the National Geodetic Survey in June 1991..
 PY0843
 PY0843.The geoid height was determined by GEOID03.
 PY0843
 PY0843.The dynamic height is computed by dividing the NAVD 88
 PY0843.geopotential number by the normal gravity value computed on the
 PY0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0843.degrees latitude (g = 980.6199 gals.).
 PY0843
 PY0843.The modeled gravity was interpolated from observed gravity values.
 PY0843
 PY0843;                    North         East    Units  Estimated Accuracy
 PY0843;SPC WYWC     -   465,080.      462,770.      MT  (+/- 180 meters Scaled)
 PY0843
 PY0843                          SUPERSEDED SURVEY CONTROL
 PY0843
 PY0843  NGVD 29 (08/20/92) 2341.382  (m)         7681.68   (f) ADJUSTED    1 2
 PY0843
 PY0843.Superseded values are not recommended for survey control.
 PY0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0843.See file dsdata.txt to determine how the superseded data were derived.
 PY0843
 PY0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ411468(NAD 83)
 PY0843_MARKER: DB = BENCH MARK DISK
 PY0843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0843_SP_SET: HEADWALL
 PY0843_STAMPING: CVO 84-3
 PY0843_MARK LOGO: USGS  
 PY0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0843+STABILITY: SURFACE MOTION
 PY0843
 PY0843  HISTORY     - Date     Condition        Report By
 PY0843  HISTORY     - 1984     MONUMENTED       USGS
 PY0843  HISTORY     - 1987     GOOD             NGS
 PY0843
 PY0843                          STATION DESCRIPTION
 PY0843
 PY0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0843'8.4 KM (5.20 MI) SOUTH FROM CANYON VILLAGE.
 PY0843'8.4 KM (5.20 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0843'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 1.6 M
 PY0843'(5.2 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF
 PY0843'A STONE CULVERT SPANNING A SMALL STREAM, AND 7.9 M (25.9 FT)
 PY0843'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0843'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0847 ***********************************************************************
 PY0847  DESIGNATION -  CVO 84 4
 PY0847  PID         -  PY0847
 PY0847  STATE/COUNTY-  WY/PARK
 PY0847  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0847
 PY0847                         *CURRENT SURVEY CONTROL
 PY0847  ___________________________________________________________________
 PY0847* NAD 83(1986)-  44 39 52.     (N)    110 27 56.     (W)     SCALED    
 PY0847* NAVD 88     -      2346.684  (meters)    7699.08   (feet)  ADJUSTED  
 PY0847  ___________________________________________________________________
 PY0847  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0847  DYNAMIC HT  -        2345.138 (meters)    7694.01  (feet)  COMP
 PY0847  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 PY0847
 PY0847  VERT ORDER  -  FIRST     CLASS II
 PY0847
 PY0847.The horizontal coordinates were scaled from a topographic map and have
 PY0847.an estimated accuracy of +/- 6 seconds.
 PY0847
 PY0847.The orthometric height was determined by differential leveling
 PY0847.and adjusted by the National Geodetic Survey in June 1991..
 PY0847
 PY0847.The geoid height was determined by GEOID03.
 PY0847
 PY0847.The dynamic height is computed by dividing the NAVD 88
 PY0847.geopotential number by the normal gravity value computed on the
 PY0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0847.degrees latitude (g = 980.6199 gals.).
 PY0847
 PY0847.The modeled gravity was interpolated from observed gravity values.
 PY0847
 PY0847;                    North         East    Units  Estimated Accuracy
 PY0847;SPC WYWC     -   464,010.      463,960.      MT  (+/- 180 meters Scaled)
 PY0847
 PY0847                          SUPERSEDED SURVEY CONTROL
 PY0847
 PY0847  NGVD 29 (08/20/92) 2345.284  (m)         7694.49   (f) ADJUSTED    1 2
 PY0847
 PY0847.Superseded values are not recommended for survey control.
 PY0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0847.See file dsdata.txt to determine how the superseded data were derived.
 PY0847
 PY0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ423458(NAD 83)
 PY0847_MARKER: DB = BENCH MARK DISK
 PY0847_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0847_SP_SET: HEADWALL
 PY0847_STAMPING: CVO 84-4 USGS
 PY0847_MARK LOGO: USGS  
 PY0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0847+STABILITY: SURFACE MOTION
 PY0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0847+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 PY0847
 PY0847  HISTORY     - Date     Condition        Report By
 PY0847  HISTORY     - 1984     MONUMENTED       USGS
 PY0847  HISTORY     - 1987     GOOD             NGS
 PY0847  HISTORY     - 20011002 GOOD             NGS
 PY0847
 PY0847                          STATION DESCRIPTION
 PY0847
 PY0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0847'10.1 KM (6.30 MI) SOUTH FROM CANYON VILLAGE.
 PY0847'10.1 KM (6.30 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0847'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 0.3 M
 PY0847'(1.0 FT) NORTH OF THE SOUTH END OF THE WEST HEADWALL OF A STONE
 PY0847'CULVERT, AND 5.1 M (16.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0847'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PY0847
 PY0847                          STATION RECOVERY (2001)
 PY0847
 PY0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 PY0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0851 ***********************************************************************
 PY0851  DESIGNATION -  CVO 84 5
 PY0851  PID         -  PY0851
 PY0851  STATE/COUNTY-  WY/PARK
 PY0851  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0851
 PY0851                         *CURRENT SURVEY CONTROL
 PY0851  ___________________________________________________________________
 PY0851* NAD 83(1986)-  44 39 15.     (N)    110 27 52.     (W)     SCALED    
 PY0851* NAVD 88     -      2344.814  (meters)    7692.94   (feet)  ADJUSTED  
 PY0851  ___________________________________________________________________
 PY0851  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0851  DYNAMIC HT  -        2343.274 (meters)    7687.89  (feet)  COMP
 PY0851  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 PY0851
 PY0851  VERT ORDER  -  FIRST     CLASS II
 PY0851
 PY0851.The horizontal coordinates were scaled from a topographic map and have
 PY0851.an estimated accuracy of +/- 6 seconds.
 PY0851
 PY0851.The orthometric height was determined by differential leveling
 PY0851.and adjusted by the National Geodetic Survey in June 1991..
 PY0851
 PY0851.The geoid height was determined by GEOID03.
 PY0851
 PY0851.The dynamic height is computed by dividing the NAVD 88
 PY0851.geopotential number by the normal gravity value computed on the
 PY0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0851.degrees latitude (g = 980.6199 gals.).
 PY0851
 PY0851.The modeled gravity was interpolated from observed gravity values.
 PY0851
 PY0851;                    North         East    Units  Estimated Accuracy
 PY0851;SPC WYWC     -   462,870.      464,020.      MT  (+/- 180 meters Scaled)
 PY0851
 PY0851                          SUPERSEDED SURVEY CONTROL
 PY0851
 PY0851  NGVD 29 (08/20/92) 2343.422  (m)         7688.38   (f) ADJUSTED    1 2
 PY0851
 PY0851.Superseded values are not recommended for survey control.
 PY0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0851.See file dsdata.txt to determine how the superseded data were derived.
 PY0851
 PY0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ424446(NAD 83)
 PY0851_MARKER: DB = BENCH MARK DISK
 PY0851_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0851_SP_SET: HEADWALL
 PY0851_STAMPING: CVO 84-5
 PY0851_MARK LOGO: USGS  
 PY0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0851+STABILITY: SURFACE MOTION
 PY0851
 PY0851  HISTORY     - Date     Condition        Report By
 PY0851  HISTORY     - 1984     MONUMENTED       USGS
 PY0851  HISTORY     - 1987     GOOD             NGS
 PY0851
 PY0851                          STATION DESCRIPTION
 PY0851
 PY0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0851'11.2 KM (6.95 MI) SOUTH FROM CANYON VILLAGE.
 PY0851'11.2 KM (6.95 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0851'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 0.8 M
 PY0851'(2.6 FT) SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A STONE
 PY0851'CULVERT, AND 5.0 M (16.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0851'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0846 ***********************************************************************
 PY0846  DESIGNATION -  CVO 84 6
 PY0846  PID         -  PY0846
 PY0846  STATE/COUNTY-  WY/PARK
 PY0846  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0846
 PY0846                         *CURRENT SURVEY CONTROL
 PY0846  ___________________________________________________________________
 PY0846* NAD 83(1986)-  44 40 10.     (N)    110 28 14.     (W)     SCALED    
 PY0846* NAVD 88     -      2371.429  (meters)    7780.26   (feet)  ADJUSTED  
 PY0846  ___________________________________________________________________
 PY0846  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0846  DYNAMIC HT  -        2369.871 (meters)    7775.15  (feet)  COMP
 PY0846  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 PY0846
 PY0846  VERT ORDER  -  FIRST     CLASS II
 PY0846
 PY0846.The horizontal coordinates were scaled from a topographic map and have
 PY0846.an estimated accuracy of +/- 6 seconds.
 PY0846
 PY0846.The orthometric height was determined by differential leveling
 PY0846.and adjusted by the National Geodetic Survey in June 1991..
 PY0846
 PY0846.The geoid height was determined by GEOID03.
 PY0846
 PY0846.The dynamic height is computed by dividing the NAVD 88
 PY0846.geopotential number by the normal gravity value computed on the
 PY0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0846.degrees latitude (g = 980.6199 gals.).
 PY0846
 PY0846.The modeled gravity was interpolated from observed gravity values.
 PY0846
 PY0846;                    North         East    Units  Estimated Accuracy
 PY0846;SPC WYWC     -   464,570.      463,570.      MT  (+/- 180 meters Scaled)
 PY0846
 PY0846                          SUPERSEDED SURVEY CONTROL
 PY0846
 PY0846  NGVD 29 (08/20/92) 2370.032  (m)         7775.68   (f) ADJUSTED    1 2
 PY0846
 PY0846.Superseded values are not recommended for survey control.
 PY0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0846.See file dsdata.txt to determine how the superseded data were derived.
 PY0846
 PY0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ419463(NAD 83)
 PY0846_MARKER: DB = BENCH MARK DISK
 PY0846_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0846_SP_SET: HEADWALL
 PY0846_STAMPING: CVO 84-6
 PY0846_MARK LOGO: USGS  
 PY0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0846+STABILITY: SURFACE MOTION
 PY0846
 PY0846  HISTORY     - Date     Condition        Report By
 PY0846  HISTORY     - 1984     MONUMENTED       USGS
 PY0846  HISTORY     - 1987     GOOD             NGS
 PY0846
 PY0846                          STATION DESCRIPTION
 PY0846
 PY0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0846'9.5 KM (5.90 MI) SOUTH FROM CANYON VILLAGE.
 PY0846'9.5 KM (5.90 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0846'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 0.3 M
 PY0846'(1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF
 PY0846'A STONE CULVERT, AND 5.1 M (16.7 FT) SOUTHWEST OF THE CENTERLINE OF
 PY0846'THE HIGHWAY.
 PY0846'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0853 ***********************************************************************
 PY0853  DESIGNATION -  CVO 84 7
 PY0853  PID         -  PY0853
 PY0853  STATE/COUNTY-  WY/PARK
 PY0853  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0853
 PY0853                         *CURRENT SURVEY CONTROL
 PY0853  ___________________________________________________________________
 PY0853* NAD 83(1986)-  44 38 05.     (N)    110 26 52.     (W)     SCALED    
 PY0853* NAVD 88     -      2371.152  (meters)    7779.35   (feet)  ADJUSTED  
 PY0853  ___________________________________________________________________
 PY0853  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 PY0853  DYNAMIC HT  -        2369.600 (meters)    7774.26  (feet)  COMP
 PY0853  MODELED GRAV-     979,877.5   (mgal)                       NAVD 88
 PY0853
 PY0853  VERT ORDER  -  FIRST     CLASS II
 PY0853
 PY0853.The horizontal coordinates were scaled from a topographic map and have
 PY0853.an estimated accuracy of +/- 6 seconds.
 PY0853
 PY0853.The orthometric height was determined by differential leveling
 PY0853.and adjusted by the National Geodetic Survey in June 1991..
 PY0853.WARNING-Repeat measurements at this control monument indicate possible
 PY0853.vertical movement.
 PY0853
 PY0853.The geoid height was determined by GEOID03.
 PY0853
 PY0853.The dynamic height is computed by dividing the NAVD 88
 PY0853.geopotential number by the normal gravity value computed on the
 PY0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0853.degrees latitude (g = 980.6199 gals.).
 PY0853
 PY0853.The modeled gravity was interpolated from observed gravity values.
 PY0853
 PY0853;                    North         East    Units  Estimated Accuracy
 PY0853;SPC WYWC     -   460,680.      465,300.      MT  (+/- 180 meters Scaled)
 PY0853
 PY0853                          SUPERSEDED SURVEY CONTROL
 PY0853
 PY0853  NGVD 29 (08/20/92) 2369.774  (m)         7774.83   (f) ADJUSTED    1 2
 PY0853
 PY0853.Superseded values are not recommended for survey control.
 PY0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0853.See file dsdata.txt to determine how the superseded data were derived.
 PY0853
 PY0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ437425(NAD 83)
 PY0853_MARKER: DB = BENCH MARK DISK
 PY0853_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0853_SP_SET: HEADWALL
 PY0853_STAMPING: CVO 84-7
 PY0853_MARK LOGO: USGS  
 PY0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0853+STABILITY: SURFACE MOTION
 PY0853
 PY0853  HISTORY     - Date     Condition        Report By
 PY0853  HISTORY     - 1984     MONUMENTED       USGS
 PY0853  HISTORY     - 1987     GOOD             NGS
 PY0853
 PY0853                          STATION DESCRIPTION
 PY0853
 PY0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0853'11.0 KM (6.85 MI) NORTH FROM LAKE JUNCTION.
 PY0853'11.0 KM (6.85 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0853'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, IN TOP OF AND
 PY0853'0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 PY0853'HEADWALL OF A STONE CULVERT, 40.0 M (131.2 FT) EAST OF THE SOUTHEAST
 PY0853'END OF A WILDLIFE EXHIBIT PARKING AREA, AND 6.1 M (20.0 FT) SOUTHWEST
 PY0853'OF THE CENTERLINE OF THE HIGHWAY.
 PY0853'THE MARK IS 228 METERS  NE FROM  A WITNESS POST
 PY0853'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0858 ***********************************************************************
 PY0858  DESIGNATION -  CVO 84 8
 PY0858  PID         -  PY0858
 PY0858  STATE/COUNTY-  WY/PARK
 PY0858  USGS QUAD   -  LAKE (1986)
 PY0858
 PY0858                         *CURRENT SURVEY CONTROL
 PY0858  ___________________________________________________________________
 PY0858* NAD 83(1986)-  44 37 21.     (N)    110 25 50.     (W)     SCALED    
 PY0858* NAVD 88     -      2355.952  (meters)    7729.49   (feet)  ADJUSTED  
 PY0858  ___________________________________________________________________
 PY0858  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 PY0858  DYNAMIC HT  -        2354.401 (meters)    7724.40  (feet)  COMP
 PY0858  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 PY0858
 PY0858  VERT ORDER  -  FIRST     CLASS II
 PY0858
 PY0858.The horizontal coordinates were scaled from a topographic map and have
 PY0858.an estimated accuracy of +/- 6 seconds.
 PY0858
 PY0858.The orthometric height was determined by differential leveling
 PY0858.and adjusted by the National Geodetic Survey in June 1991..
 PY0858
 PY0858.The geoid height was determined by GEOID03.
 PY0858
 PY0858.The dynamic height is computed by dividing the NAVD 88
 PY0858.geopotential number by the normal gravity value computed on the
 PY0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0858.degrees latitude (g = 980.6199 gals.).
 PY0858
 PY0858.The modeled gravity was interpolated from observed gravity values.
 PY0858
 PY0858;                    North         East    Units  Estimated Accuracy
 PY0858;SPC WYWC     -   459,290.      466,630.      MT  (+/- 180 meters Scaled)
 PY0858
 PY0858                          SUPERSEDED SURVEY CONTROL
 PY0858
 PY0858  NGVD 29 (08/20/92) 2354.565  (m)         7724.94   (f) ADJUSTED    1 2
 PY0858
 PY0858.Superseded values are not recommended for survey control.
 PY0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0858.See file dsdata.txt to determine how the superseded data were derived.
 PY0858
 PY0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ451411(NAD 83)
 PY0858_MARKER: DB = BENCH MARK DISK
 PY0858_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0858_SP_SET: HEADWALL
 PY0858_STAMPING: CVO 84-8
 PY0858_MARK LOGO: USGS  
 PY0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0858+STABILITY: SURFACE MOTION
 PY0858
 PY0858  HISTORY     - Date     Condition        Report By
 PY0858  HISTORY     - 1984     MONUMENTED       USGS
 PY0858  HISTORY     - 1987     GOOD             NGS
 PY0858
 PY0858                          STATION DESCRIPTION
 PY0858
 PY0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0858'9.0 KM (5.60 MI) NORTH FROM LAKE JUNCTION.
 PY0858'9.0 KM (5.60 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FRON THE
 PY0858'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, IN TOP OF AND
 PY0858'0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 PY0858'HEADWALL OF A STONE CULVERT, AND 6.0 M (19.7 FT) SOUTHWEST OF THE
 PY0858'CENTERLINE OF THE HIGHWAY.
 PY0858'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0861 ***********************************************************************
 PY0861  DESIGNATION -  CVO 84 9
 PY0861  PID         -  PY0861
 PY0861  STATE/COUNTY-  WY/PARK
 PY0861  USGS QUAD   -  LAKE (1986)
 PY0861
 PY0861                         *CURRENT SURVEY CONTROL
 PY0861  ___________________________________________________________________
 PY0861* NAD 83(1986)-  44 36 40.     (N)    110 24 38.     (W)     SCALED    
 PY0861* NAVD 88     -      2352.287  (meters)    7717.46   (feet)  ADJUSTED  
 PY0861  ___________________________________________________________________
 PY0861  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0861  DYNAMIC HT  -        2350.725 (meters)    7712.34  (feet)  COMP
 PY0861  MODELED GRAV-     979,869.1   (mgal)                       NAVD 88
 PY0861
 PY0861  VERT ORDER  -  FIRST     CLASS II
 PY0861
 PY0861.The horizontal coordinates were scaled from a topographic map and have
 PY0861.an estimated accuracy of +/- 6 seconds.
 PY0861
 PY0861.The orthometric height was determined by differential leveling
 PY0861.and adjusted by the National Geodetic Survey in June 1991..
 PY0861
 PY0861.The geoid height was determined by GEOID03.
 PY0861
 PY0861.The dynamic height is computed by dividing the NAVD 88
 PY0861.geopotential number by the normal gravity value computed on the
 PY0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0861.degrees latitude (g = 980.6199 gals.).
 PY0861
 PY0861.The modeled gravity was interpolated from observed gravity values.
 PY0861
 PY0861;                    North         East    Units  Estimated Accuracy
 PY0861;SPC WYWC     -   457,990.      468,200.      MT  (+/- 180 meters Scaled)
 PY0861
 PY0861                          SUPERSEDED SURVEY CONTROL
 PY0861
 PY0861  NGVD 29 (08/20/92) 2350.888  (m)         7712.87   (f) ADJUSTED    1 2
 PY0861
 PY0861.Superseded values are not recommended for survey control.
 PY0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0861.See file dsdata.txt to determine how the superseded data were derived.
 PY0861
 PY0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ467399(NAD 83)
 PY0861_MARKER: DB = BENCH MARK DISK
 PY0861_SETTING: 80 = SET IN A BOULDER
 PY0861_SP_SET: BOULDER
 PY0861_STAMPING: CVO 84-9
 PY0861_MARK LOGO: USGS  
 PY0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0861+STABILITY: SURFACE MOTION
 PY0861
 PY0861  HISTORY     - Date     Condition        Report By
 PY0861  HISTORY     - 1984     MONUMENTED       USGS
 PY0861  HISTORY     - 1987     GOOD             NGS
 PY0861
 PY0861                          STATION DESCRIPTION
 PY0861
 PY0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0861'6.9 KM (4.30 MI) NORTH FROM LAKE JUNCTION.
 PY0861'6.9 KM (4.30 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0861'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, NEAR THE
 PY0861'CENTER OF A LARGE DOME SHAPED BOULDER, 90.0 M (295.3 FT) WEST OF THE
 PY0861'CENTER OF A PICNIC AREA, 20.6 M (67.6 FT) SOUTHWEST OF THE CENTERLINE
 PY0861'OF THE HIGHWAY, AND 10.0 M (32.8 FT) SOUTH OF A STONE CULVERT.
 PY0861'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0870 ***********************************************************************
 PY0870  DESIGNATION -  CVO 85 220
 PY0870  PID         -  PY0870
 PY0870  STATE/COUNTY-  WY/PARK
 PY0870  USGS QUAD   -  LAKE (1986)
 PY0870
 PY0870                         *CURRENT SURVEY CONTROL
 PY0870  ___________________________________________________________________
 PY0870* NAD 83(1986)-  44 35 01.     (N)    110 22 57.     (W)     SCALED    
 PY0870* NAVD 88     -      2382.240  (meters)    7815.73   (feet)  ADJUSTED  
 PY0870  ___________________________________________________________________
 PY0870  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0870  DYNAMIC HT  -        2380.665 (meters)    7810.57  (feet)  COMP
 PY0870  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 PY0870
 PY0870  VERT ORDER  -  FIRST     CLASS II
 PY0870
 PY0870.The horizontal coordinates were scaled from a topographic map and have
 PY0870.an estimated accuracy of +/- 6 seconds.
 PY0870
 PY0870.The orthometric height was determined by differential leveling
 PY0870.and adjusted by the National Geodetic Survey in June 1991..
 PY0870
 PY0870.The geoid height was determined by GEOID03.
 PY0870
 PY0870.The dynamic height is computed by dividing the NAVD 88
 PY0870.geopotential number by the normal gravity value computed on the
 PY0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0870.degrees latitude (g = 980.6199 gals.).
 PY0870
 PY0870.The modeled gravity was interpolated from observed gravity values.
 PY0870
 PY0870;                    North         East    Units  Estimated Accuracy
 PY0870;SPC WYWC     -   454,890.      470,360.      MT  (+/- 180 meters Scaled)
 PY0870
 PY0870                          SUPERSEDED SURVEY CONTROL
 PY0870
 PY0870  NGVD 29 (08/20/92) 2380.861  (m)         7811.21   (f) ADJUSTED    1 2
 PY0870
 PY0870.Superseded values are not recommended for survey control.
 PY0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0870.See file dsdata.txt to determine how the superseded data were derived.
 PY0870
 PY0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ490368(NAD 83)
 PY0870_MARKER: DB = BENCH MARK DISK
 PY0870_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0870_SP_SET: HEADWALL
 PY0870_STAMPING: CVO 85-220
 PY0870_MARK LOGO: USGS  
 PY0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0870+STABILITY: SURFACE MOTION
 PY0870
 PY0870  HISTORY     - Date     Condition        Report By
 PY0870  HISTORY     - 1985     MONUMENTED       USGS
 PY0870  HISTORY     - 1987     GOOD             NGS
 PY0870  HISTORY     - 1988     GOOD             USGS
 PY0870
 PY0870                          STATION DESCRIPTION
 PY0870
 PY0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0870'2.0 KM (1.25 MI) NORTH FROM LAKE JUNCTION.
 PY0870'2.0 KM (1.25 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0870'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, IN TOP OF AND
 PY0870'0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A STONE
 PY0870'CULVERT, AND 6.1 M (20.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0870
 PY0870                          STATION RECOVERY (1988)
 PY0870
 PY0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0867 ***********************************************************************
 PY0867  DESIGNATION -  CVO 85 221
 PY0867  PID         -  PY0867
 PY0867  STATE/COUNTY-  WY/PARK
 PY0867  USGS QUAD   -  LAKE (1986)
 PY0867
 PY0867                         *CURRENT SURVEY CONTROL
 PY0867  ___________________________________________________________________
 PY0867* NAD 83(1986)-  44 35 56.     (N)    110 23 15.     (W)     SCALED    
 PY0867* NAVD 88     -      2364.477  (meters)    7757.45   (feet)  ADJUSTED  
 PY0867  ___________________________________________________________________
 PY0867  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0867  DYNAMIC HT  -        2362.919 (meters)    7752.34  (feet)  COMP
 PY0867  MODELED GRAV-     979,873.2   (mgal)                       NAVD 88
 PY0867
 PY0867  VERT ORDER  -  FIRST     CLASS II
 PY0867
 PY0867.The horizontal coordinates were scaled from a topographic map and have
 PY0867.an estimated accuracy of +/- 6 seconds.
 PY0867
 PY0867.The orthometric height was determined by differential leveling
 PY0867.and adjusted by the National Geodetic Survey in June 1991..
 PY0867
 PY0867.The geoid height was determined by GEOID03.
 PY0867
 PY0867.The dynamic height is computed by dividing the NAVD 88
 PY0867.geopotential number by the normal gravity value computed on the
 PY0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0867.degrees latitude (g = 980.6199 gals.).
 PY0867
 PY0867.The modeled gravity was interpolated from observed gravity values.
 PY0867
 PY0867;                    North         East    Units  Estimated Accuracy
 PY0867;SPC WYWC     -   456,600.      470,000.      MT  (+/- 180 meters Scaled)
 PY0867
 PY0867                          SUPERSEDED SURVEY CONTROL
 PY0867
 PY0867  NGVD 29 (08/20/92) 2363.096  (m)         7752.92   (f) ADJUSTED    1 2
 PY0867
 PY0867.Superseded values are not recommended for survey control.
 PY0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0867.See file dsdata.txt to determine how the superseded data were derived.
 PY0867
 PY0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ486385(NAD 83)
 PY0867_MARKER: DB = BENCH MARK DISK
 PY0867_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0867_SP_SET: HEADWALL
 PY0867_STAMPING: CVO 85-221
 PY0867_MARK LOGO: USGS  
 PY0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0867+STABILITY: SURFACE MOTION
 PY0867
 PY0867  HISTORY     - Date     Condition        Report By
 PY0867  HISTORY     - 1985     MONUMENTED       USGS
 PY0867  HISTORY     - 1987     GOOD             NGS
 PY0867  HISTORY     - 1988     GOOD             USGS
 PY0867
 PY0867                          STATION DESCRIPTION
 PY0867
 PY0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0867'3.8 KM (2.35 MI) NORTH FROM LAKE JUNCTION.
 PY0867'3.8 KM (2.35 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0867'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, IN TOP OF AND
 PY0867'0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A STONE
 PY0867'CULVERT, 19.0 M (62.3 FT) SOUTHWEST OF THE SOUTH END OF A PAVED
 PY0867'HIGHWAY PULLOUT, AND 6.0 M (19.7 FT) WEST OF THE CENTERLINE OF THE
 PY0867'HIGHWAY.
 PY0867'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PY0867
 PY0867                          STATION RECOVERY (1988)
 PY0867
 PY0867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0862 ***********************************************************************
 PY0862  DESIGNATION -  CVO 85 222
 PY0862  PID         -  PY0862
 PY0862  STATE/COUNTY-  WY/PARK
 PY0862  USGS QUAD   -  LAKE (1986)
 PY0862
 PY0862                         *CURRENT SURVEY CONTROL
 PY0862  ___________________________________________________________________
 PY0862* NAD 83(1986)-  44 36 40.     (N)    110 24 39.     (W)     SCALED    
 PY0862* NAVD 88     -      2352.143  (meters)    7716.99   (feet)  ADJUSTED  
 PY0862  ___________________________________________________________________
 PY0862  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0862  DYNAMIC HT  -        2350.581 (meters)    7711.86  (feet)  COMP
 PY0862  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 PY0862
 PY0862  VERT ORDER  -  FIRST     CLASS II
 PY0862
 PY0862.The horizontal coordinates were scaled from a topographic map and have
 PY0862.an estimated accuracy of +/- 6 seconds.
 PY0862
 PY0862.The orthometric height was determined by differential leveling
 PY0862.and adjusted by the National Geodetic Survey in June 1991..
 PY0862
 PY0862.The geoid height was determined by GEOID03.
 PY0862
 PY0862.The dynamic height is computed by dividing the NAVD 88
 PY0862.geopotential number by the normal gravity value computed on the
 PY0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0862.degrees latitude (g = 980.6199 gals.).
 PY0862
 PY0862.The modeled gravity was interpolated from observed gravity values.
 PY0862
 PY0862;                    North         East    Units  Estimated Accuracy
 PY0862;SPC WYWC     -   457,990.      468,170.      MT  (+/- 180 meters Scaled)
 PY0862
 PY0862                          SUPERSEDED SURVEY CONTROL
 PY0862
 PY0862  NGVD 29 (08/20/92) 2350.744  (m)         7712.40   (f) ADJUSTED    1 2
 PY0862
 PY0862.Superseded values are not recommended for survey control.
 PY0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0862.See file dsdata.txt to determine how the superseded data were derived.
 PY0862
 PY0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ467399(NAD 83)
 PY0862_MARKER: DB = BENCH MARK DISK
 PY0862_SETTING: 80 = SET IN A BOULDER
 PY0862_SP_SET: BOULDER
 PY0862_STAMPING: CVO 85-222
 PY0862_MARK LOGO: USGS  
 PY0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0862+STABILITY: SURFACE MOTION
 PY0862
 PY0862  HISTORY     - Date     Condition        Report By
 PY0862  HISTORY     - 1985     MONUMENTED       USGS
 PY0862  HISTORY     - 1987     GOOD             NGS
 PY0862  HISTORY     - 1988     GOOD             USGS
 PY0862
 PY0862                          STATION DESCRIPTION
 PY0862
 PY0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0862'6.9 KM (4.30 MI) NORTH FROM LAKE JUNCTION.
 PY0862'6.9 KM (4.30 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0862'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, IN A LARGE
 PY0862'DOME SHAPED BOULDER, 90.0 M (295.3 FT) WEST OF THE CENTER OF A PICNIC
 PY0862'AREA, 20.6 M (67.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PY0862'AND 10.0 M (32.8 FT) SOUTH OF A STONE CULVERT.
 PY0862'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PY0862
 PY0862                          STATION RECOVERY (1988)
 PY0862
 PY0862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0859 ***********************************************************************
 PY0859  DESIGNATION -  CVO 85 223
 PY0859  PID         -  PY0859
 PY0859  STATE/COUNTY-  WY/PARK
 PY0859  USGS QUAD   -  LAKE (1986)
 PY0859
 PY0859                         *CURRENT SURVEY CONTROL
 PY0859  ___________________________________________________________________
 PY0859* NAD 83(1986)-  44 37 21.     (N)    110 25 51.     (W)     SCALED    
 PY0859* NAVD 88     -      2355.995  (meters)    7729.63   (feet)  ADJUSTED  
 PY0859  ___________________________________________________________________
 PY0859  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 PY0859  DYNAMIC HT  -        2354.444 (meters)    7724.54  (feet)  COMP
 PY0859  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 PY0859
 PY0859  VERT ORDER  -  FIRST     CLASS II
 PY0859
 PY0859.The horizontal coordinates were scaled from a topographic map and have
 PY0859.an estimated accuracy of +/- 6 seconds.
 PY0859
 PY0859.The orthometric height was determined by differential leveling
 PY0859.and adjusted by the National Geodetic Survey in June 1991..
 PY0859.WARNING-Repeat measurements at this control monument indicate possible
 PY0859.vertical movement.
 PY0859
 PY0859.The geoid height was determined by GEOID03.
 PY0859
 PY0859.The dynamic height is computed by dividing the NAVD 88
 PY0859.geopotential number by the normal gravity value computed on the
 PY0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0859.degrees latitude (g = 980.6199 gals.).
 PY0859
 PY0859.The modeled gravity was interpolated from observed gravity values.
 PY0859
 PY0859;                    North         East    Units  Estimated Accuracy
 PY0859;SPC WYWC     -   459,290.      466,610.      MT  (+/- 180 meters Scaled)
 PY0859
 PY0859                          SUPERSEDED SURVEY CONTROL
 PY0859
 PY0859  NGVD 29 (08/20/92) 2354.608  (m)         7725.08   (f) ADJUSTED    1 2
 PY0859
 PY0859.Superseded values are not recommended for survey control.
 PY0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0859.See file dsdata.txt to determine how the superseded data were derived.
 PY0859
 PY0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ451411(NAD 83)
 PY0859_MARKER: DB = BENCH MARK DISK
 PY0859_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0859_SP_SET: HEADWALL
 PY0859_STAMPING: CVO 85-223
 PY0859_MARK LOGO: USGS  
 PY0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0859+STABILITY: SURFACE MOTION
 PY0859
 PY0859  HISTORY     - Date     Condition        Report By
 PY0859  HISTORY     - 1985     MONUMENTED       USGS
 PY0859  HISTORY     - 1987     GOOD             NGS
 PY0859  HISTORY     - 1988     GOOD             USGS
 PY0859
 PY0859                          STATION DESCRIPTION
 PY0859
 PY0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0859'9.0 KM (5.60 MI) NORTH FROM LAKE JUNCTION.
 PY0859'9.0 KM (5.60 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0859'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, IN TOP OF AND
 PY0859'0.4 M (1.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 PY0859'HEADWALL OF A STONE CULVERT, AND 6.0 M (19.7 FT) SOUTHWEST OF THE
 PY0859'CENTERLINE OF THE HIGHWAY.
 PY0859'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PY0859
 PY0859                          STATION RECOVERY (1988)
 PY0859
 PY0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0854 ***********************************************************************
 PY0854  DESIGNATION -  CVO 85 224
 PY0854  PID         -  PY0854
 PY0854  STATE/COUNTY-  WY/PARK
 PY0854  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0854
 PY0854                         *CURRENT SURVEY CONTROL
 PY0854  ___________________________________________________________________
 PY0854* NAD 83(1986)-  44 38 04.     (N)    110 26 52.     (W)     SCALED    
 PY0854* NAVD 88     -      2371.191  (meters)    7779.48   (feet)  ADJUSTED  
 PY0854  ___________________________________________________________________
 PY0854  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 PY0854  DYNAMIC HT  -        2369.639 (meters)    7774.39  (feet)  COMP
 PY0854  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 PY0854
 PY0854  VERT ORDER  -  FIRST     CLASS II
 PY0854
 PY0854.The horizontal coordinates were scaled from a topographic map and have
 PY0854.an estimated accuracy of +/- 6 seconds.
 PY0854
 PY0854.The orthometric height was determined by differential leveling
 PY0854.and adjusted by the National Geodetic Survey in June 1991..
 PY0854.WARNING-Repeat measurements at this control monument indicate possible
 PY0854.vertical movement.
 PY0854
 PY0854.The geoid height was determined by GEOID03.
 PY0854
 PY0854.The dynamic height is computed by dividing the NAVD 88
 PY0854.geopotential number by the normal gravity value computed on the
 PY0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0854.degrees latitude (g = 980.6199 gals.).
 PY0854
 PY0854.The modeled gravity was interpolated from observed gravity values.
 PY0854
 PY0854;                    North         East    Units  Estimated Accuracy
 PY0854;SPC WYWC     -   460,650.      465,300.      MT  (+/- 180 meters Scaled)
 PY0854
 PY0854                          SUPERSEDED SURVEY CONTROL
 PY0854
 PY0854  NGVD 29 (08/20/92) 2369.802  (m)         7774.93   (f) ADJUSTED    1 2
 PY0854
 PY0854.Superseded values are not recommended for survey control.
 PY0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0854.See file dsdata.txt to determine how the superseded data were derived.
 PY0854
 PY0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ437424(NAD 83)
 PY0854_MARKER: DB = BENCH MARK DISK
 PY0854_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0854_SP_SET: HEADWALL
 PY0854_STAMPING: CVO 85-224
 PY0854_MARK LOGO: USGS  
 PY0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0854+STABILITY: SURFACE MOTION
 PY0854
 PY0854  HISTORY     - Date     Condition        Report By
 PY0854  HISTORY     - 1985     MONUMENTED       USGS
 PY0854  HISTORY     - 1987     GOOD             NGS
 PY0854  HISTORY     - 1988     GOOD             USGS
 PY0854
 PY0854                          STATION DESCRIPTION
 PY0854
 PY0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0854'11.0 KM (6.85 MI) NORTH FROM LAKE JUNCTION.
 PY0854'11.0 KM (6.85 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0854'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, IN TOP OF AND
 PY0854'0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 PY0854'HEADWALL OF A STONE CULVERT, 40.0 M (131.2 FT) SOUTHEAST OF THE
 PY0854'SOUTHEAST END OF A WILDLIFE EXHIBIT PARKING AREA, AND 6.0 M (19.7 FT)
 PY0854'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0854'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PY0854
 PY0854                          STATION RECOVERY (1988)
 PY0854
 PY0854'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0850 ***********************************************************************
 PY0850  DESIGNATION -  CVO 85 225
 PY0850  PID         -  PY0850
 PY0850  STATE/COUNTY-  WY/PARK
 PY0850  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0850
 PY0850                         *CURRENT SURVEY CONTROL
 PY0850  ___________________________________________________________________
 PY0850* NAD 83(1986)-  44 39 16.     (N)    110 27 52.     (W)     SCALED    
 PY0850* NAVD 88     -      2344.857  (meters)    7693.09   (feet)  ADJUSTED  
 PY0850  ___________________________________________________________________
 PY0850  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0850  DYNAMIC HT  -        2343.317 (meters)    7688.03  (feet)  COMP
 PY0850  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 PY0850
 PY0850  VERT ORDER  -  FIRST     CLASS II
 PY0850
 PY0850.The horizontal coordinates were scaled from a topographic map and have
 PY0850.an estimated accuracy of +/- 6 seconds.
 PY0850
 PY0850.The orthometric height was determined by differential leveling
 PY0850.and adjusted by the National Geodetic Survey in June 1991..
 PY0850
 PY0850.The geoid height was determined by GEOID03.
 PY0850
 PY0850.The dynamic height is computed by dividing the NAVD 88
 PY0850.geopotential number by the normal gravity value computed on the
 PY0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0850.degrees latitude (g = 980.6199 gals.).
 PY0850
 PY0850.The modeled gravity was interpolated from observed gravity values.
 PY0850
 PY0850;                    North         East    Units  Estimated Accuracy
 PY0850;SPC WYWC     -   462,900.      464,020.      MT  (+/- 180 meters Scaled)
 PY0850
 PY0850                          SUPERSEDED SURVEY CONTROL
 PY0850
 PY0850  NGVD 29 (08/20/92) 2343.465  (m)         7688.52   (f) ADJUSTED    1 2
 PY0850
 PY0850.Superseded values are not recommended for survey control.
 PY0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0850.See file dsdata.txt to determine how the superseded data were derived.
 PY0850
 PY0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ424447(NAD 83)
 PY0850_MARKER: DB = BENCH MARK DISK
 PY0850_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0850_SP_SET: HEADWALL
 PY0850_STAMPING: CVO 85-225
 PY0850_MARK LOGO: USGS  
 PY0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0850+STABILITY: SURFACE MOTION
 PY0850
 PY0850  HISTORY     - Date     Condition        Report By
 PY0850  HISTORY     - 1985     MONUMENTED       USGS
 PY0850  HISTORY     - 1987     GOOD             NGS
 PY0850  HISTORY     - 1988     GOOD             USGS
 PY0850
 PY0850                          STATION DESCRIPTION
 PY0850
 PY0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0850'11.2 KM (6.95 MI) SOUTH FROM CANYON VILLAGE.
 PY0850'11.2 KM (6.95 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0850'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 0.3 M
 PY0850'(1.0 FT) SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A STONE
 PY0850'CULVERT, AND 5.0 M (16.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0850'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PY0850
 PY0850                          STATION RECOVERY (1988)
 PY0850
 PY0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0848 ***********************************************************************
 PY0848  DESIGNATION -  CVO 85 226
 PY0848  PID         -  PY0848
 PY0848  STATE/COUNTY-  WY/PARK
 PY0848  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0848
 PY0848                         *CURRENT SURVEY CONTROL
 PY0848  ___________________________________________________________________
 PY0848* NAD 83(1986)-  44 39 53.     (N)    110 27 56.     (W)     SCALED    
 PY0848* NAVD 88     -      2346.656  (meters)    7698.99   (feet)  ADJUSTED  
 PY0848  ___________________________________________________________________
 PY0848  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0848  DYNAMIC HT  -        2345.109 (meters)    7693.91  (feet)  COMP
 PY0848  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 PY0848
 PY0848  VERT ORDER  -  FIRST     CLASS II
 PY0848
 PY0848.The horizontal coordinates were scaled from a topographic map and have
 PY0848.an estimated accuracy of +/- 6 seconds.
 PY0848
 PY0848.The orthometric height was determined by differential leveling
 PY0848.and adjusted by the National Geodetic Survey in June 1991..
 PY0848.WARNING-Repeat measurements at this control monument indicate possible
 PY0848.vertical movement.
 PY0848
 PY0848.The geoid height was determined by GEOID03.
 PY0848
 PY0848.The dynamic height is computed by dividing the NAVD 88
 PY0848.geopotential number by the normal gravity value computed on the
 PY0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0848.degrees latitude (g = 980.6199 gals.).
 PY0848
 PY0848.The modeled gravity was interpolated from observed gravity values.
 PY0848
 PY0848;                    North         East    Units  Estimated Accuracy
 PY0848;SPC WYWC     -   464,040.      463,960.      MT  (+/- 180 meters Scaled)
 PY0848
 PY0848                          SUPERSEDED SURVEY CONTROL
 PY0848
 PY0848  NGVD 29 (08/20/92) 2345.255  (m)         7694.39   (f) ADJUSTED    1 2
 PY0848
 PY0848.Superseded values are not recommended for survey control.
 PY0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0848.See file dsdata.txt to determine how the superseded data were derived.
 PY0848
 PY0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ423458(NAD 83)
 PY0848_MARKER: DB = BENCH MARK DISK
 PY0848_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0848_SP_SET: HEADWALL
 PY0848_STAMPING: CVO 85-226
 PY0848_MARK LOGO: USGS  
 PY0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0848+STABILITY: SURFACE MOTION
 PY0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0848+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 PY0848
 PY0848  HISTORY     - Date     Condition        Report By
 PY0848  HISTORY     - 1985     MONUMENTED       USGS
 PY0848  HISTORY     - 1987     GOOD             NGS
 PY0848  HISTORY     - 1988     GOOD             USGS
 PY0848  HISTORY     - 20011002 GOOD             NGS
 PY0848
 PY0848                          STATION DESCRIPTION
 PY0848
 PY0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0848'10.1 KM (6.30 MI) SOUTH FROM CANYON VILLAGE.
 PY0848'10.1 KM (6.30 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0848'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 0.3 M
 PY0848'(1.0 FT) SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A STONE
 PY0848'CULVERT, AND 5.1 M (16.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0848'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PY0848
 PY0848                          STATION RECOVERY (1988)
 PY0848
 PY0848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0848'RECOVERED IN GOOD CONDITION.
 PY0848
 PY0848                          STATION RECOVERY (2001)
 PY0848
 PY0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 PY0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0845 ***********************************************************************
 PY0845  DESIGNATION -  CVO 85 227
 PY0845  PID         -  PY0845
 PY0845  STATE/COUNTY-  WY/PARK
 PY0845  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0845
 PY0845                         *CURRENT SURVEY CONTROL
 PY0845  ___________________________________________________________________
 PY0845* NAD 83(1986)-  44 40 10.     (N)    110 28 15.     (W)     SCALED    
 PY0845* NAVD 88     -      2371.489  (meters)    7780.46   (feet)  ADJUSTED  
 PY0845  ___________________________________________________________________
 PY0845  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0845  DYNAMIC HT  -        2369.931 (meters)    7775.35  (feet)  COMP
 PY0845  MODELED GRAV-     979,875.0   (mgal)                       NAVD 88
 PY0845
 PY0845  VERT ORDER  -  FIRST     CLASS II
 PY0845
 PY0845.The horizontal coordinates were scaled from a topographic map and have
 PY0845.an estimated accuracy of +/- 6 seconds.
 PY0845
 PY0845.The orthometric height was determined by differential leveling
 PY0845.and adjusted by the National Geodetic Survey in June 1991..
 PY0845
 PY0845.The geoid height was determined by GEOID03.
 PY0845
 PY0845.The dynamic height is computed by dividing the NAVD 88
 PY0845.geopotential number by the normal gravity value computed on the
 PY0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0845.degrees latitude (g = 980.6199 gals.).
 PY0845
 PY0845.The modeled gravity was interpolated from observed gravity values.
 PY0845
 PY0845;                    North         East    Units  Estimated Accuracy
 PY0845;SPC WYWC     -   464,570.      463,550.      MT  (+/- 180 meters Scaled)
 PY0845
 PY0845                          SUPERSEDED SURVEY CONTROL
 PY0845
 PY0845  NGVD 29 (08/20/92) 2370.092  (m)         7775.88   (f) ADJUSTED    1 2
 PY0845
 PY0845.Superseded values are not recommended for survey control.
 PY0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0845.See file dsdata.txt to determine how the superseded data were derived.
 PY0845
 PY0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ419463(NAD 83)
 PY0845_MARKER: DB = BENCH MARK DISK
 PY0845_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0845_SP_SET: HEADWALL
 PY0845_STAMPING: CVO 85-227
 PY0845_MARK LOGO: USGS  
 PY0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0845+STABILITY: SURFACE MOTION
 PY0845
 PY0845  HISTORY     - Date     Condition        Report By
 PY0845  HISTORY     - 1985     MONUMENTED       USGS
 PY0845  HISTORY     - 1987     GOOD             NGS
 PY0845  HISTORY     - 1988     GOOD             USGS
 PY0845
 PY0845                          STATION DESCRIPTION
 PY0845
 PY0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0845'9.5 KM (5.90 MI) SOUTH FROM CANYON VILLAGE.
 PY0845'9.5 KM (5.90 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0845'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 0.3 M
 PY0845'(1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF
 PY0845'A STONE CULVERT, AND 5.1 M (16.7 FT) SOUTHWEST OF THE CENTERLINE OF
 PY0845'THE HIGHWAY.
 PY0845'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PY0845
 PY0845                          STATION RECOVERY (1988)
 PY0845
 PY0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0844 ***********************************************************************
 PY0844  DESIGNATION -  CVO 85 228
 PY0844  PID         -  PY0844
 PY0844  STATE/COUNTY-  WY/PARK
 PY0844  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0844
 PY0844                         *CURRENT SURVEY CONTROL
 PY0844  ___________________________________________________________________
 PY0844* NAD 83(1986)-  44 40 25.     (N)    110 28 51.     (W)     SCALED    
 PY0844* NAVD 88     -      2342.799  (meters)    7686.33   (feet)  ADJUSTED  
 PY0844  ___________________________________________________________________
 PY0844  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0844  DYNAMIC HT  -        2341.263 (meters)    7681.29  (feet)  COMP
 PY0844  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 PY0844
 PY0844  VERT ORDER  -  FIRST     CLASS II
 PY0844
 PY0844.The horizontal coordinates were scaled from a topographic map and have
 PY0844.an estimated accuracy of +/- 6 seconds.
 PY0844
 PY0844.The orthometric height was determined by differential leveling
 PY0844.and adjusted by the National Geodetic Survey in June 1991..
 PY0844.WARNING-Repeat measurements at this control monument indicate possible
 PY0844.vertical movement.
 PY0844
 PY0844.The geoid height was determined by GEOID03.
 PY0844
 PY0844.The dynamic height is computed by dividing the NAVD 88
 PY0844.geopotential number by the normal gravity value computed on the
 PY0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0844.degrees latitude (g = 980.6199 gals.).
 PY0844
 PY0844.The modeled gravity was interpolated from observed gravity values.
 PY0844
 PY0844;                    North         East    Units  Estimated Accuracy
 PY0844;SPC WYWC     -   465,050.      462,770.      MT  (+/- 180 meters Scaled)
 PY0844
 PY0844                          SUPERSEDED SURVEY CONTROL
 PY0844
 PY0844  NGVD 29 (08/20/92) 2341.398  (m)         7681.74   (f) ADJUSTED    1 2
 PY0844
 PY0844.Superseded values are not recommended for survey control.
 PY0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0844.See file dsdata.txt to determine how the superseded data were derived.
 PY0844
 PY0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ411468(NAD 83)
 PY0844_MARKER: DB = BENCH MARK DISK
 PY0844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0844_SP_SET: HEADWALL
 PY0844_STAMPING: CVO 85-228
 PY0844_MARK LOGO: USGS  
 PY0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0844+STABILITY: SURFACE MOTION
 PY0844
 PY0844  HISTORY     - Date     Condition        Report By
 PY0844  HISTORY     - 1985     MONUMENTED       USGS
 PY0844  HISTORY     - 1987     GOOD             NGS
 PY0844  HISTORY     - 1988     GOOD             USGS
 PY0844
 PY0844                          STATION DESCRIPTION
 PY0844
 PY0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0844'8.4 KM (5.20 MI) SOUTH FROM CANYON VILLAGE.
 PY0844'8.4 KM (5.20 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0844'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 1.0 M
 PY0844'(3.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF
 PY0844'A STONE CULVERT SPANNING A SMALL STREAM, AND 7.9 M (25.9 FT)
 PY0844'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0844'THE MARK IS 3.0 M BELOW THE HIGHWAY.
 PY0844
 PY0844                          STATION RECOVERY (1988)
 PY0844
 PY0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0840 ***********************************************************************
 PY0840  DESIGNATION -  CVO 85 229
 PY0840  PID         -  PY0840
 PY0840  STATE/COUNTY-  WY/PARK
 PY0840  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0840
 PY0840                         *CURRENT SURVEY CONTROL
 PY0840  ___________________________________________________________________
 PY0840* NAD 83(1986)-  44 41 07.     (N)    110 29 48.     (W)     SCALED    
 PY0840* NAVD 88     -      2343.657  (meters)    7689.15   (feet)  ADJUSTED  
 PY0840  ___________________________________________________________________
 PY0840  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 PY0840  DYNAMIC HT  -        2342.130 (meters)    7684.14  (feet)  COMP
 PY0840  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 PY0840
 PY0840  VERT ORDER  -  FIRST     CLASS II
 PY0840
 PY0840.The horizontal coordinates were scaled from a topographic map and have
 PY0840.an estimated accuracy of +/- 6 seconds.
 PY0840
 PY0840.The orthometric height was determined by differential leveling
 PY0840.and adjusted by the National Geodetic Survey in June 1991..
 PY0840
 PY0840.The geoid height was determined by GEOID03.
 PY0840
 PY0840.The dynamic height is computed by dividing the NAVD 88
 PY0840.geopotential number by the normal gravity value computed on the
 PY0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0840.degrees latitude (g = 980.6199 gals.).
 PY0840
 PY0840.The modeled gravity was interpolated from observed gravity values.
 PY0840
 PY0840;                    North         East    Units  Estimated Accuracy
 PY0840;SPC WYWC     -   466,380.      461,540.      MT  (+/- 180 meters Scaled)
 PY0840
 PY0840                          SUPERSEDED SURVEY CONTROL
 PY0840
 PY0840  NGVD 29 (08/20/92) 2342.264  (m)         7684.58   (f) ADJUSTED    1 2
 PY0840
 PY0840.Superseded values are not recommended for survey control.
 PY0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0840.See file dsdata.txt to determine how the superseded data were derived.
 PY0840
 PY0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ398481(NAD 83)
 PY0840_MARKER: DB = BENCH MARK DISK
 PY0840_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0840_SP_SET: HEADWALL
 PY0840_STAMPING: CVO CVO 85-229
 PY0840_MARK LOGO: USGS  
 PY0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0840+STABILITY: SURFACE MOTION
 PY0840
 PY0840  HISTORY     - Date     Condition        Report By
 PY0840  HISTORY     - 1985     MONUMENTED       USGS
 PY0840  HISTORY     - 1987     GOOD             NGS
 PY0840
 PY0840                          STATION DESCRIPTION
 PY0840
 PY0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0840'6.3 KM (3.90 MI) SOUTH FROM CANYON VILLAGE.
 PY0840'6.3 KM (3.90 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0840'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN TOP OF AND 0.3 M
 PY0840'(1.0 FT) SOUTH OF THE NORTH END OF THE WEST HEADWALL OF A STONE
 PY0840'CULVERT, AND 5.1 M (16.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0840'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0832 ***********************************************************************
 PY0832  DESIGNATION -  CVO 85 230
 PY0832  PID         -  PY0832
 PY0832  STATE/COUNTY-  WY/PARK
 PY0832  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0832
 PY0832                         *CURRENT SURVEY CONTROL
 PY0832  ___________________________________________________________________
 PY0832* NAD 83(1986)-  44 43 38.     (N)    110 29 40.     (W)     SCALED    
 PY0832* NAVD 88     -      2414.837  (meters)    7922.68   (feet)  ADJUSTED  
 PY0832  ___________________________________________________________________
 PY0832  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0832  DYNAMIC HT  -        2413.294 (meters)    7917.62  (feet)  COMP
 PY0832  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 PY0832
 PY0832  VERT ORDER  -  FIRST     CLASS II
 PY0832
 PY0832.The horizontal coordinates were scaled from a topographic map and have
 PY0832.an estimated accuracy of +/- 6 seconds.
 PY0832
 PY0832.The orthometric height was determined by differential leveling
 PY0832.and adjusted by the National Geodetic Survey in June 1991..
 PY0832.WARNING-Repeat measurements at this control monument indicate possible
 PY0832.vertical movement.
 PY0832
 PY0832.The geoid height was determined by GEOID03.
 PY0832
 PY0832.The dynamic height is computed by dividing the NAVD 88
 PY0832.geopotential number by the normal gravity value computed on the
 PY0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0832.degrees latitude (g = 980.6199 gals.).
 PY0832
 PY0832.The modeled gravity was interpolated from observed gravity values.
 PY0832
 PY0832;                    North         East    Units  Estimated Accuracy
 PY0832;SPC WYWC     -   471,030.      461,810.      MT  (+/- 180 meters Scaled)
 PY0832
 PY0832                          SUPERSEDED SURVEY CONTROL
 PY0832
 PY0832  NGVD 29 (08/20/92) 2413.473  (m)         7918.20   (f) ADJUSTED    1 2
 PY0832
 PY0832.Superseded values are not recommended for survey control.
 PY0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0832.See file dsdata.txt to determine how the superseded data were derived.
 PY0832
 PY0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ400527(NAD 83)
 PY0832_MARKER: DB = BENCH MARK DISK
 PY0832_SETTING: 80 = SET IN A BOULDER
 PY0832_SP_SET: BOULDER
 PY0832_STAMPING: CVO 85-230
 PY0832_MARK LOGO: USGS  
 PY0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0832+STABILITY: SURFACE MOTION
 PY0832
 PY0832  HISTORY     - Date     Condition        Report By
 PY0832  HISTORY     - 1985     MONUMENTED       USGS
 PY0832  HISTORY     - 1987     GOOD             NGS
 PY0832  HISTORY     - 1988     GOOD             USGS
 PY0832
 PY0832                          STATION DESCRIPTION
 PY0832
 PY0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0832'1.0 KM (0.60 MI) SOUTH FROM CANYON VILLAGE.
 PY0832'1.0 KM (0.60 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0832'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, IN A 4 BY 6 FOOT
 PY0832'BOULDER THAT PROJECTS 36-INCHES ABOVE THE GROUND SURFACE, AT A
 PY0832'HIGHWAY PULLOUT, 30.5 M (100.1 FT) NORTHWEST OF THE NORTH END OF A
 PY0832'STONE CULVERT, AND 8.6 M (28.2 FT) WEST OF THE CENTERLINE OF THE
 PY0832'HIGHWAY.
 PY0832'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 PY0832
 PY0832                          STATION RECOVERY (1988)
 PY0832
 PY0832'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0811 ***********************************************************************
 PY0811  DESIGNATION -  CVO 86 10
 PY0811  PID         -  PY0811
 PY0811  STATE/COUNTY-  WY/TETON
 PY0811  USGS QUAD   -  LEWIS FALLS (1986)
 PY0811
 PY0811                         *CURRENT SURVEY CONTROL
 PY0811  ___________________________________________________________________
 PY0811* NAD 83(1986)-  44 16 19.     (N)    110 37 40.     (W)     SCALED    
 PY0811* NAVD 88     -      2363.889  (meters)    7755.53   (feet)  ADJUSTED  
 PY0811  ___________________________________________________________________
 PY0811  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0811  DYNAMIC HT  -        2362.302 (meters)    7750.32  (feet)  COMP
 PY0811  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 PY0811
 PY0811  VERT ORDER  -  FIRST     CLASS II
 PY0811
 PY0811.The horizontal coordinates were scaled from a topographic map and have
 PY0811.an estimated accuracy of +/- 6 seconds.
 PY0811
 PY0811.The orthometric height was determined by differential leveling
 PY0811.and adjusted by the National Geodetic Survey in June 1991..
 PY0811
 PY0811.The geoid height was determined by GEOID03.
 PY0811
 PY0811.The dynamic height is computed by dividing the NAVD 88
 PY0811.geopotential number by the normal gravity value computed on the
 PY0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0811.degrees latitude (g = 980.6199 gals.).
 PY0811
 PY0811.The modeled gravity was interpolated from observed gravity values.
 PY0811
 PY0811;                    North         East    Units  Estimated Accuracy
 PY0811;SPC WY W     -   519,110.      756,540.      MT  (+/- 180 meters Scaled)
 PY0811
 PY0811                          SUPERSEDED SURVEY CONTROL
 PY0811
 PY0811  NGVD 29 (08/20/92) 2362.529  (m)         7751.06   (f) ADJUSTED    1 2
 PY0811
 PY0811.Superseded values are not recommended for survey control.
 PY0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0811.See file dsdata.txt to determine how the superseded data were derived.
 PY0811
 PY0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ297021(NAD 83)
 PY0811_MARKER: DB = BENCH MARK DISK
 PY0811_SETTING: 80 = SET IN A BOULDER
 PY0811_SP_SET: BOULDER
 PY0811_STAMPING: 86-10
 PY0811_MARK LOGO: USGS  
 PY0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0811+STABILITY: SURFACE MOTION
 PY0811
 PY0811  HISTORY     - Date     Condition        Report By
 PY0811  HISTORY     - 1986     MONUMENTED       USGS
 PY0811  HISTORY     - 1987     GOOD             NGS
 PY0811
 PY0811                          STATION DESCRIPTION
 PY0811
 PY0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0811'16.7 KM (10.40 MI) SOUTH FROM GRANT VILLAGE.
 PY0811'16.7 KM (10.40 MI) SOUTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM
 PY0811'THE JUNCTION OF GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, NEAR
 PY0811'THE NORTH END OF A 2 BY 3 FOOT BOULDER THAT PROJECTS 12-INCHES ABOVE
 PY0811'THE GROUND SURFACE, AND 8.3 M (27.2 FT) SOUTHEAST OF THE CENTERLINE
 PY0811'OF THE HIGHWAY.
 PY0811'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0807 ***********************************************************************
 PY0807  DESIGNATION -  CVO 86 11
 PY0807  PID         -  PY0807
 PY0807  STATE/COUNTY-  WY/TETON
 PY0807  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY0807
 PY0807                         *CURRENT SURVEY CONTROL
 PY0807  ___________________________________________________________________
 PY0807* NAD 83(1986)-  44 18 33.     (N)    110 36 03.     (W)     SCALED    
 PY0807* NAVD 88     -      2373.991  (meters)    7788.67   (feet)  ADJUSTED  
 PY0807  ___________________________________________________________________
 PY0807  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0807  DYNAMIC HT  -        2372.387 (meters)    7783.41  (feet)  COMP
 PY0807  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 PY0807
 PY0807  VERT ORDER  -  FIRST     CLASS II
 PY0807
 PY0807.The horizontal coordinates were scaled from a topographic map and have
 PY0807.an estimated accuracy of +/- 6 seconds.
 PY0807
 PY0807.The orthometric height was determined by differential leveling
 PY0807.and adjusted by the National Geodetic Survey in June 1991..
 PY0807
 PY0807.The geoid height was determined by GEOID03.
 PY0807
 PY0807.The dynamic height is computed by dividing the NAVD 88
 PY0807.geopotential number by the normal gravity value computed on the
 PY0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0807.degrees latitude (g = 980.6199 gals.).
 PY0807
 PY0807.The modeled gravity was interpolated from observed gravity values.
 PY0807
 PY0807;                    North         East    Units  Estimated Accuracy
 PY0807;SPC WY W     -   523,230.      758,710.      MT  (+/- 180 meters Scaled)
 PY0807
 PY0807                          SUPERSEDED SURVEY CONTROL
 PY0807
 PY0807  NGVD 29 (08/20/92) 2372.616  (m)         7784.16   (f) ADJUSTED    1 2
 PY0807
 PY0807.Superseded values are not recommended for survey control.
 PY0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0807.See file dsdata.txt to determine how the superseded data were derived.
 PY0807
 PY0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ318062(NAD 83)
 PY0807_MARKER: DB = BENCH MARK DISK
 PY0807_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0807_SP_SET: HEADWALL
 PY0807_STAMPING: 86-11
 PY0807_MARK LOGO: USGS  
 PY0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0807+STABILITY: SURFACE MOTION
 PY0807
 PY0807  HISTORY     - Date     Condition        Report By
 PY0807  HISTORY     - 1986     MONUMENTED       USGS
 PY0807  HISTORY     - 1987     GOOD             NGS
 PY0807
 PY0807                          STATION DESCRIPTION
 PY0807
 PY0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0807'10.4 KM (6.45 MI) SOUTH FROM GRANT VILLAGE.
 PY0807'10.4 KM (6.45 MI) SOUTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0807'JUNCTION OF THE GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, IN TOP
 PY0807'OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE EAST HEADWALL OF
 PY0807'A STONE CULVERT, AND 5.9 M (19.4 FT) EAST OF THE CENTERLINE OF THE
 PY0807'HIGHWAY.
 PY0807'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1127 ***********************************************************************
 PY1127  DESIGNATION -  CVO 86 12
 PY1127  PID         -  PY1127
 PY1127  STATE/COUNTY-  WY/TETON
 PY1127  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY1127
 PY1127                         *CURRENT SURVEY CONTROL
 PY1127  ___________________________________________________________________
 PY1127* NAD 83(1986)-  44 19 52.     (N)    110 35 41.     (W)     SCALED    
 PY1127* NAVD 88     -      2410.151  (meters)    7907.30   (feet)  ADJUSTED  
 PY1127  ___________________________________________________________________
 PY1127  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY1127  DYNAMIC HT  -        2408.531 (meters)    7901.99  (feet)  COMP
 PY1127  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 PY1127
 PY1127  VERT ORDER  -  FIRST     CLASS II
 PY1127
 PY1127.The horizontal coordinates were scaled from a topographic map and have
 PY1127.an estimated accuracy of +/- 6 seconds.
 PY1127
 PY1127.The orthometric height was determined by differential leveling
 PY1127.and adjusted by the National Geodetic Survey in June 1991..
 PY1127
 PY1127.The geoid height was determined by GEOID03.
 PY1127
 PY1127.The dynamic height is computed by dividing the NAVD 88
 PY1127.geopotential number by the normal gravity value computed on the
 PY1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1127.degrees latitude (g = 980.6199 gals.).
 PY1127
 PY1127.The modeled gravity was interpolated from observed gravity values.
 PY1127
 PY1127;                    North         East    Units  Estimated Accuracy
 PY1127;SPC WY W     -   525,670.      759,220.      MT  (+/- 180 meters Scaled)
 PY1127
 PY1127                          SUPERSEDED SURVEY CONTROL
 PY1127
 PY1127.No superseded survey control is available for this station.
 PY1127
 PY1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ323087(NAD 83)
 PY1127_MARKER: DB = BENCH MARK DISK
 PY1127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1127_SP_SET: CULVERT
 PY1127_STAMPING: CVO 86-12
 PY1127_MARK LOGO: USGS  
 PY1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1127+STABILITY: SURFACE MOTION
 PY1127
 PY1127  HISTORY     - Date     Condition        Report By
 PY1127  HISTORY     - 1986     MONUMENTED       USGS
 PY1127
 PY1127                          STATION DESCRIPTION
 PY1127
 PY1127'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1127'10.6 KM (6.60 MI) SOUTH FROM WEST THUMB JUNCTION.
 PY1127'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 6.6 MILES SOUTH
 PY1127'ALONG HIGHWAY TOWARD SOUTH ENTRANCE, NORTH END OF CULVERT, 6.5 METERS
 PY1127'EAST OF CENTERLINE AND 1.5 METERS BELOW ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1128 ***********************************************************************
 PY1128  DESIGNATION -  CVO 86 13
 PY1128  PID         -  PY1128
 PY1128  STATE/COUNTY-  WY/TETON
 PY1128  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY1128
 PY1128                         *CURRENT SURVEY CONTROL
 PY1128  ___________________________________________________________________
 PY1128* NAD 83(1986)-  44 20 43.     (N)    110 35 21.     (W)     SCALED    
 PY1128* NAVD 88     -      2417.424  (meters)    7931.17   (feet)  ADJUSTED  
 PY1128  ___________________________________________________________________
 PY1128  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY1128  DYNAMIC HT  -        2415.797 (meters)    7925.83  (feet)  COMP
 PY1128  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 PY1128
 PY1128  VERT ORDER  -  FIRST     CLASS II
 PY1128
 PY1128.The horizontal coordinates were scaled from a topographic map and have
 PY1128.an estimated accuracy of +/- 6 seconds.
 PY1128
 PY1128.The orthometric height was determined by differential leveling
 PY1128.and adjusted by the National Geodetic Survey in June 1991..
 PY1128
 PY1128.The geoid height was determined by GEOID03.
 PY1128
 PY1128.The dynamic height is computed by dividing the NAVD 88
 PY1128.geopotential number by the normal gravity value computed on the
 PY1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1128.degrees latitude (g = 980.6199 gals.).
 PY1128
 PY1128.The modeled gravity was interpolated from observed gravity values.
 PY1128
 PY1128;                    North         East    Units  Estimated Accuracy
 PY1128;SPC WY W     -   527,240.      759,670.      MT  (+/- 180 meters Scaled)
 PY1128
 PY1128                          SUPERSEDED SURVEY CONTROL
 PY1128
 PY1128.No superseded survey control is available for this station.
 PY1128
 PY1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ327103(NAD 83)
 PY1128_MARKER: DB = BENCH MARK DISK
 PY1128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1128_SP_SET: CULVERT
 PY1128_STAMPING: CVO86-13
 PY1128_MARK LOGO: USGS  
 PY1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1128+STABILITY: SURFACE MOTION
 PY1128
 PY1128  HISTORY     - Date     Condition        Report By
 PY1128  HISTORY     - 1986     MONUMENTED       USGS
 PY1128
 PY1128                          STATION DESCRIPTION
 PY1128
 PY1128'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1128'8.9 KM (5.50 MI) SOUTH FROM WEST THUMB JUNCTION.
 PY1128'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 5.5 MILES SOUTH
 PY1128'ALONG HIGHWAY TOWARD SOUTH ENTRANCE, ON THE NORTH END OF A CULVERT,
 PY1128'5.8 METERS WEST OF CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1129 ***********************************************************************
 PY1129  DESIGNATION -  CVO 86 14
 PY1129  PID         -  PY1129
 PY1129  STATE/COUNTY-  WY/TETON
 PY1129  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY1129
 PY1129                         *CURRENT SURVEY CONTROL
 PY1129  ___________________________________________________________________
 PY1129* NAD 83(1986)-  44 21 20.     (N)    110 35 00.     (W)     SCALED    
 PY1129* NAVD 88     -      2433.560  (meters)    7984.10   (feet)  ADJUSTED  
 PY1129  ___________________________________________________________________
 PY1129  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY1129  DYNAMIC HT  -        2431.922 (meters)    7978.73  (feet)  COMP
 PY1129  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 PY1129
 PY1129  VERT ORDER  -  FIRST     CLASS II
 PY1129
 PY1129.The horizontal coordinates were scaled from a topographic map and have
 PY1129.an estimated accuracy of +/- 6 seconds.
 PY1129
 PY1129.The orthometric height was determined by differential leveling
 PY1129.and adjusted by the National Geodetic Survey in June 1991..
 PY1129
 PY1129.The geoid height was determined by GEOID03.
 PY1129
 PY1129.The dynamic height is computed by dividing the NAVD 88
 PY1129.geopotential number by the normal gravity value computed on the
 PY1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1129.degrees latitude (g = 980.6199 gals.).
 PY1129
 PY1129.The modeled gravity was interpolated from observed gravity values.
 PY1129
 PY1129;                    North         East    Units  Estimated Accuracy
 PY1129;SPC WY W     -   528,380.      760,140.      MT  (+/- 180 meters Scaled)
 PY1129
 PY1129                          SUPERSEDED SURVEY CONTROL
 PY1129
 PY1129.No superseded survey control is available for this station.
 PY1129
 PY1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ332114(NAD 83)
 PY1129_MARKER: DB = BENCH MARK DISK
 PY1129_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1129_SP_SET: CULVERT
 PY1129_STAMPING: CVO86-14
 PY1129_MARK LOGO: USGS  
 PY1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1129+STABILITY: SURFACE MOTION
 PY1129
 PY1129  HISTORY     - Date     Condition        Report By
 PY1129  HISTORY     - 1986     MONUMENTED       USGS
 PY1129
 PY1129                          STATION DESCRIPTION
 PY1129
 PY1129'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1129'7.4 KM (4.60 MI) SOUTH FROM WEST THUMB JUNCTION.
 PY1129'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 4.6 MILES SOUTH
 PY1129'ALONG HIGHWAY TOWARDS SOUTH ENTRANCE, ON SOUTH END OF CULVERT, 6.8
 PY1129'METERS WEST OF CENTERLINE AND 0.5 METER BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1130 ***********************************************************************
 PY1130  DESIGNATION -  CVO 86 15
 PY1130  PID         -  PY1130
 PY1130  STATE/COUNTY-  WY/TETON
 PY1130  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY1130
 PY1130                         *CURRENT SURVEY CONTROL
 PY1130  ___________________________________________________________________
 PY1130* NAD 83(1986)-  44 22 10.     (N)    110 34 53.     (W)     SCALED    
 PY1130* NAVD 88     -      2426.979  (meters)    7962.51   (feet)  ADJUSTED  
 PY1130  ___________________________________________________________________
 PY1130  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY1130  DYNAMIC HT  -        2425.345 (meters)    7957.15  (feet)  COMP
 PY1130  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 PY1130
 PY1130  VERT ORDER  -  FIRST     CLASS II
 PY1130
 PY1130.The horizontal coordinates were scaled from a topographic map and have
 PY1130.an estimated accuracy of +/- 6 seconds.
 PY1130
 PY1130.The orthometric height was determined by differential leveling
 PY1130.and adjusted by the National Geodetic Survey in June 1991..
 PY1130
 PY1130.The geoid height was determined by GEOID03.
 PY1130
 PY1130.The dynamic height is computed by dividing the NAVD 88
 PY1130.geopotential number by the normal gravity value computed on the
 PY1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1130.degrees latitude (g = 980.6199 gals.).
 PY1130
 PY1130.The modeled gravity was interpolated from observed gravity values.
 PY1130
 PY1130;                    North         East    Units  Estimated Accuracy
 PY1130;SPC WY W     -   529,920.      760,300.      MT  (+/- 180 meters Scaled)
 PY1130
 PY1130                          SUPERSEDED SURVEY CONTROL
 PY1130
 PY1130.No superseded survey control is available for this station.
 PY1130
 PY1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ333129(NAD 83)
 PY1130_MARKER: DB = BENCH MARK DISK
 PY1130_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1130_SP_SET: CULVERT
 PY1130_STAMPING: CVO86-15
 PY1130_MARK LOGO: USGS  
 PY1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1130+STABILITY: SURFACE MOTION
 PY1130
 PY1130  HISTORY     - Date     Condition        Report By
 PY1130  HISTORY     - 1986     MONUMENTED       USGS
 PY1130
 PY1130                          STATION DESCRIPTION
 PY1130
 PY1130'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1130'5.8 KM (3.60 MI) SOUTH FROM WEST THUMB JUNCTION.
 PY1130'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 3.6 MILES SOUTH
 PY1130'ALONG HIGHWAY TOWARD SOUTH ENTRANCE, ON THE NORTH END OF A CULVERT,
 PY1130'6.3 METERS EAST OF CENTERLINE AND 1.5 METERS BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1131 ***********************************************************************
 PY1131  DESIGNATION -  CVO 86 16
 PY1131  PID         -  PY1131
 PY1131  STATE/COUNTY-  WY/TETON
 PY1131  USGS QUAD   -  WEST THUMB (1986)
 PY1131
 PY1131                         *CURRENT SURVEY CONTROL
 PY1131  ___________________________________________________________________
 PY1131* NAD 83(1986)-  44 22 53.     (N)    110 34 31.     (W)     SCALED    
 PY1131* NAVD 88     -      2421.158  (meters)    7943.42   (feet)  ADJUSTED  
 PY1131  ___________________________________________________________________
 PY1131  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY1131  DYNAMIC HT  -        2419.529 (meters)    7938.07  (feet)  COMP
 PY1131  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 PY1131
 PY1131  VERT ORDER  -  FIRST     CLASS II
 PY1131
 PY1131.The horizontal coordinates were scaled from a topographic map and have
 PY1131.an estimated accuracy of +/- 6 seconds.
 PY1131
 PY1131.The orthometric height was determined by differential leveling
 PY1131.and adjusted by the National Geodetic Survey in June 1991..
 PY1131
 PY1131.The geoid height was determined by GEOID03.
 PY1131
 PY1131.The dynamic height is computed by dividing the NAVD 88
 PY1131.geopotential number by the normal gravity value computed on the
 PY1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1131.degrees latitude (g = 980.6199 gals.).
 PY1131
 PY1131.The modeled gravity was interpolated from observed gravity values.
 PY1131
 PY1131;                    North         East    Units  Estimated Accuracy
 PY1131;SPC WY W     -   531,240.      760,800.      MT  (+/- 180 meters Scaled)
 PY1131
 PY1131                          SUPERSEDED SURVEY CONTROL
 PY1131
 PY1131.No superseded survey control is available for this station.
 PY1131
 PY1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ338143(NAD 83)
 PY1131_MARKER: DB = BENCH MARK DISK
 PY1131_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1131_SP_SET: CULVERT
 PY1131_STAMPING: CVO86-16
 PY1131_MARK LOGO: USGS  
 PY1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1131+STABILITY: SURFACE MOTION
 PY1131
 PY1131  HISTORY     - Date     Condition        Report By
 PY1131  HISTORY     - 1986     MONUMENTED       USGS
 PY1131
 PY1131                          STATION DESCRIPTION
 PY1131
 PY1131'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1131'4.3 KM (2.70 MI) SOUTH FROM WEST THUMB JUNCTION.
 PY1131'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 2.7 MILES SOUTH
 PY1131'ALONG HIGHWAY TOWARD SOUTH ENTRANCE, ON THE NORTH END OF A CULVERT,
 PY1131'6.9 METERS WEST OF CENTERLINE AND 1.5 METERS BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1133 ***********************************************************************
 PY1133  DESIGNATION -  CVO 86 17
 PY1133  PID         -  PY1133
 PY1133  STATE/COUNTY-  WY/TETON
 PY1133  USGS QUAD   -  WEST THUMB (1986)
 PY1133
 PY1133                         *CURRENT SURVEY CONTROL
 PY1133  ___________________________________________________________________
 PY1133* NAD 83(1986)-  44 25 17.     (N)    110 36 35.     (W)     SCALED    
 PY1133* NAVD 88     -      2510.134  (meters)    8235.33   (feet)  ADJUSTED  
 PY1133  ___________________________________________________________________
 PY1133  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 PY1133  DYNAMIC HT  -        2508.411 (meters)    8229.68  (feet)  COMP
 PY1133  MODELED GRAV-     979,840.4   (mgal)                       NAVD 88
 PY1133
 PY1133  VERT ORDER  -  FIRST     CLASS II
 PY1133
 PY1133.The horizontal coordinates were scaled from a topographic map and have
 PY1133.an estimated accuracy of +/- 6 seconds.
 PY1133
 PY1133.The orthometric height was determined by differential leveling
 PY1133.and adjusted by the National Geodetic Survey in June 1991..
 PY1133
 PY1133.The geoid height was determined by GEOID03.
 PY1133
 PY1133.The dynamic height is computed by dividing the NAVD 88
 PY1133.geopotential number by the normal gravity value computed on the
 PY1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1133.degrees latitude (g = 980.6199 gals.).
 PY1133
 PY1133.The modeled gravity was interpolated from observed gravity values.
 PY1133
 PY1133;                    North         East    Units  Estimated Accuracy
 PY1133;SPC WY W     -   535,700.      758,080.      MT  (+/- 180 meters Scaled)
 PY1133
 PY1133                          SUPERSEDED SURVEY CONTROL
 PY1133
 PY1133.No superseded survey control is available for this station.
 PY1133
 PY1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ310187(NAD 83)
 PY1133_MARKER: DB = BENCH MARK DISK
 PY1133_SETTING: 80 = SET IN A BOULDER
 PY1133_SP_SET: BOULDER
 PY1133_STAMPING: CVO86-17
 PY1133_MARK LOGO: USGS  
 PY1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1133+STABILITY: SURFACE MOTION
 PY1133
 PY1133  HISTORY     - Date     Condition        Report By
 PY1133  HISTORY     - 1986     MONUMENTED       USGS
 PY1133
 PY1133                          STATION DESCRIPTION
 PY1133
 PY1133'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1133'4.0 KM (2.50 MI) NW FROM WEST THUMB JUNCTION.
 PY1133'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 2.5 MILES
 PY1133'NORTHWEST ALONG HIGHWAY TOWARD OLD FAITHFUL, ON A 1-METER BOULDER
 PY1133'PROJECTING 30 CM, 9.4 METERS NORTH OF CENTERLINE, 5 METERS EAST OF
 PY1133'CULVERT, 1 METER BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1134 ***********************************************************************
 PY1134  DESIGNATION -  CVO 86 18
 PY1134  PID         -  PY1134
 PY1134  STATE/COUNTY-  WY/TETON
 PY1134  USGS QUAD   -  WEST THUMB (1986)
 PY1134
 PY1134                         *CURRENT SURVEY CONTROL
 PY1134  ___________________________________________________________________
 PY1134* NAD 83(1986)-  44 25 48.     (N)    110 37 28.     (W)     SCALED    
 PY1134* NAVD 88     -      2527.113  (meters)    8291.04   (feet)  ADJUSTED  
 PY1134  ___________________________________________________________________
 PY1134  GEOID HEIGHT-          -8.70  (meters)                     GEOID03
 PY1134  DYNAMIC HT  -        2525.364 (meters)    8285.30  (feet)  COMP
 PY1134  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 PY1134
 PY1134  VERT ORDER  -  FIRST     CLASS II
 PY1134
 PY1134.The horizontal coordinates were scaled from a topographic map and have
 PY1134.an estimated accuracy of +/- 6 seconds.
 PY1134
 PY1134.The orthometric height was determined by differential leveling
 PY1134.and adjusted by the National Geodetic Survey in June 1991..
 PY1134
 PY1134.The geoid height was determined by GEOID03.
 PY1134
 PY1134.The dynamic height is computed by dividing the NAVD 88
 PY1134.geopotential number by the normal gravity value computed on the
 PY1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1134.degrees latitude (g = 980.6199 gals.).
 PY1134
 PY1134.The modeled gravity was interpolated from observed gravity values.
 PY1134
 PY1134;                    North         East    Units  Estimated Accuracy
 PY1134;SPC WY W     -   536,670.      756,920.      MT  (+/- 180 meters Scaled)
 PY1134
 PY1134                          SUPERSEDED SURVEY CONTROL
 PY1134
 PY1134.No superseded survey control is available for this station.
 PY1134
 PY1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ298197(NAD 83)
 PY1134_MARKER: DB = BENCH MARK DISK
 PY1134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1134_SP_SET: CULVERT
 PY1134_STAMPING: CVO86-18
 PY1134_MARK LOGO: USGS  
 PY1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1134+STABILITY: SURFACE MOTION
 PY1134
 PY1134  HISTORY     - Date     Condition        Report By
 PY1134  HISTORY     - 1986     MONUMENTED       USGS
 PY1134
 PY1134                          STATION DESCRIPTION
 PY1134
 PY1134'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1134'5.8 KM (3.60 MI) NW FROM WEST THUMB JUNCTION.
 PY1134'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 3.6 MILES
 PY1134'NORTHWEST ALONG HIGHWAY TOWARDS OLD FAITHFUL, ON THE NORTH SIDE OF
 PY1134'ROAD, ON THE EAST END OF A CULVERT, 1 METER BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1136 ***********************************************************************
 PY1136  DESIGNATION -  CVO 86 19
 PY1136  PID         -  PY1136
 PY1136  STATE/COUNTY-  WY/TETON
 PY1136  USGS QUAD   -  CRAIG PASS (1986)
 PY1136
 PY1136                         *CURRENT SURVEY CONTROL
 PY1136  ___________________________________________________________________
 PY1136* NAD 83(1986)-  44 26 04.     (N)    110 38 39.     (W)     SCALED    
 PY1136* NAVD 88     -      2551.952  (meters)    8372.53   (feet)  ADJUSTED  
 PY1136  ___________________________________________________________________
 PY1136  GEOID HEIGHT-          -8.72  (meters)                     GEOID03
 PY1136  DYNAMIC HT  -        2550.168 (meters)    8366.68  (feet)  COMP
 PY1136  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 PY1136
 PY1136  VERT ORDER  -  FIRST     CLASS II
 PY1136
 PY1136.The horizontal coordinates were scaled from a topographic map and have
 PY1136.an estimated accuracy of +/- 6 seconds.
 PY1136
 PY1136.The orthometric height was determined by differential leveling
 PY1136.and adjusted by the National Geodetic Survey in June 1991..
 PY1136
 PY1136.The geoid height was determined by GEOID03.
 PY1136
 PY1136.The dynamic height is computed by dividing the NAVD 88
 PY1136.geopotential number by the normal gravity value computed on the
 PY1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1136.degrees latitude (g = 980.6199 gals.).
 PY1136
 PY1136.The modeled gravity was interpolated from observed gravity values.
 PY1136
 PY1136;                    North         East    Units  Estimated Accuracy
 PY1136;SPC WY W     -   537,170.      755,350.      MT  (+/- 180 meters Scaled)
 PY1136
 PY1136                          SUPERSEDED SURVEY CONTROL
 PY1136
 PY1136.No superseded survey control is available for this station.
 PY1136
 PY1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ283201(NAD 83)
 PY1136_MARKER: DB = BENCH MARK DISK
 PY1136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1136_SP_SET: CULVERT
 PY1136_STAMPING: CVO86-19
 PY1136_MARK LOGO: USGS  
 PY1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1136+STABILITY: SURFACE MOTION
 PY1136
 PY1136  HISTORY     - Date     Condition        Report By
 PY1136  HISTORY     - 1986     MONUMENTED       USGS
 PY1136
 PY1136                          STATION DESCRIPTION
 PY1136
 PY1136'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1136'7.6 KM (4.70 MI) NW FROM WEST THUMB JUNCTION.
 PY1136'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 4.7 MILES
 PY1136'NORTHWEST ALONG HIGHWAY TOWARDS OLD FAITHFUL, ON THE WEST END OF A
 PY1136'CULVERT AT A SMALL MEADOW, 7 METERS NORTH OF CENTERLINE AND 2 METERS
 PY1136'BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1137 ***********************************************************************
 PY1137  DESIGNATION -  CVO 86 20
 PY1137  PID         -  PY1137
 PY1137  STATE/COUNTY-  WY/TETON
 PY1137  USGS QUAD   -  CRAIG PASS (1986)
 PY1137
 PY1137                         *CURRENT SURVEY CONTROL
 PY1137  ___________________________________________________________________
 PY1137* NAD 83(1986)-  44 25 56.     (N)    110 39 35.     (W)     SCALED    
 PY1137* NAVD 88     -      2596.327  (meters)    8518.12   (feet)  ADJUSTED  
 PY1137  ___________________________________________________________________
 PY1137  GEOID HEIGHT-          -8.74  (meters)                     GEOID03
 PY1137  DYNAMIC HT  -        2594.504 (meters)    8512.14  (feet)  COMP
 PY1137  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 PY1137
 PY1137  VERT ORDER  -  FIRST     CLASS II
 PY1137
 PY1137.The horizontal coordinates were scaled from a topographic map and have
 PY1137.an estimated accuracy of +/- 6 seconds.
 PY1137
 PY1137.The orthometric height was determined by differential leveling
 PY1137.and adjusted by the National Geodetic Survey in June 1991..
 PY1137
 PY1137.The geoid height was determined by GEOID03.
 PY1137
 PY1137.The dynamic height is computed by dividing the NAVD 88
 PY1137.geopotential number by the normal gravity value computed on the
 PY1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1137.degrees latitude (g = 980.6199 gals.).
 PY1137
 PY1137.The modeled gravity was interpolated from observed gravity values.
 PY1137
 PY1137;                    North         East    Units  Estimated Accuracy
 PY1137;SPC WY W     -   536,940.      754,110.      MT  (+/- 180 meters Scaled)
 PY1137
 PY1137                          SUPERSEDED SURVEY CONTROL
 PY1137
 PY1137.No superseded survey control is available for this station.
 PY1137
 PY1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ270199(NAD 83)
 PY1137_MARKER: DB = BENCH MARK DISK
 PY1137_SETTING: 80 = SET IN A BOULDER
 PY1137_SP_SET: BOULDER
 PY1137_STAMPING: CVO86-20
 PY1137_MARK LOGO: USGS  
 PY1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1137+STABILITY: SURFACE MOTION
 PY1137
 PY1137  HISTORY     - Date     Condition        Report By
 PY1137  HISTORY     - 1986     MONUMENTED       USGS
 PY1137
 PY1137                          STATION DESCRIPTION
 PY1137
 PY1137'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1137'9.0 KM (5.60 MI) NW FROM WEST THUMB JUNCTION.
 PY1137'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 5.6 MILES
 PY1137'NORTHWEST ALONG HIGHWAY TOWARDS OLD FAITHFUL, ON THE WEST END OF A
 PY1137'1-METER BOULDER PROJECTING 30 CM, 7.6 METERS NORTH OF CENTERLINE OF
 PY1137'HIGHWAY, ON THE WEST END OF A LARGE ROADCUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1138 ***********************************************************************
 PY1138  DESIGNATION -  CVO 86 21
 PY1138  PID         -  PY1138
 PY1138  STATE/COUNTY-  WY/TETON
 PY1138  USGS QUAD   -  CRAIG PASS (1986)
 PY1138
 PY1138                         *CURRENT SURVEY CONTROL
 PY1138  ___________________________________________________________________
 PY1138* NAD 83(1986)-  44 26 00.     (N)    110 40 29.     (W)     SCALED    
 PY1138* NAVD 88     -      2555.404  (meters)    8383.85   (feet)  ADJUSTED  
 PY1138  ___________________________________________________________________
 PY1138  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 PY1138  DYNAMIC HT  -        2553.647 (meters)    8378.09  (feet)  COMP
 PY1138  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 PY1138
 PY1138  VERT ORDER  -  FIRST     CLASS II
 PY1138
 PY1138.The horizontal coordinates were scaled from a topographic map and have
 PY1138.an estimated accuracy of +/- 6 seconds.
 PY1138
 PY1138.The orthometric height was determined by differential leveling
 PY1138.and adjusted by the National Geodetic Survey in June 1991..
 PY1138
 PY1138.The geoid height was determined by GEOID03.
 PY1138
 PY1138.The dynamic height is computed by dividing the NAVD 88
 PY1138.geopotential number by the normal gravity value computed on the
 PY1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1138.degrees latitude (g = 980.6199 gals.).
 PY1138
 PY1138.The modeled gravity was interpolated from observed gravity values.
 PY1138
 PY1138;                    North         East    Units  Estimated Accuracy
 PY1138;SPC WY W     -   537,070.      752,920.      MT  (+/- 180 meters Scaled)
 PY1138
 PY1138                          SUPERSEDED SURVEY CONTROL
 PY1138
 PY1138.No superseded survey control is available for this station.
 PY1138
 PY1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ258200(NAD 83)
 PY1138_MARKER: DB = BENCH MARK DISK
 PY1138_SETTING: 80 = SET IN A BOULDER
 PY1138_SP_SET: BOULDER
 PY1138_STAMPING: CVO86-21
 PY1138_MARK LOGO: USGS  
 PY1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1138+STABILITY: SURFACE MOTION
 PY1138
 PY1138  HISTORY     - Date     Condition        Report By
 PY1138  HISTORY     - 1986     MONUMENTED       USGS
 PY1138
 PY1138                          STATION DESCRIPTION
 PY1138
 PY1138'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1138'10.6 KM (6.60 MI) NW FROM WEST THUMB JUNCTION.
 PY1138'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 6.6 MILES
 PY1138'NORTHWEST ALONG HIGHWAY TOWARDS OLD FAITHFUL, ON A 3-METER BOULDER BY
 PY1138'SMALL ROADCUT ON THE NORTH SIDE OF ROAD, 7.9 METERS NORTH OF
 PY1138'CENTERLINE, 1.5 METERS ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1139 ***********************************************************************
 PY1139  DESIGNATION -  CVO 86 22
 PY1139  PID         -  PY1139
 PY1139  STATE/COUNTY-  WY/TETON
 PY1139  USGS QUAD   -  CRAIG PASS (1986)
 PY1139
 PY1139                         *CURRENT SURVEY CONTROL
 PY1139  ___________________________________________________________________
 PY1139* NAD 83(1986)-  44 26 28.     (N)    110 40 34.     (W)     SCALED    
 PY1139* NAVD 88     -      2536.241  (meters)    8320.98   (feet)  ADJUSTED  
 PY1139  ___________________________________________________________________
 PY1139  GEOID HEIGHT-          -8.74  (meters)                     GEOID03
 PY1139  DYNAMIC HT  -        2534.502 (meters)    8315.28  (feet)  COMP
 PY1139  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 PY1139
 PY1139  VERT ORDER  -  FIRST     CLASS II
 PY1139
 PY1139.The horizontal coordinates were scaled from a topographic map and have
 PY1139.an estimated accuracy of +/- 6 seconds.
 PY1139
 PY1139.The orthometric height was determined by differential leveling
 PY1139.and adjusted by the National Geodetic Survey in June 1991..
 PY1139
 PY1139.The geoid height was determined by GEOID03.
 PY1139
 PY1139.The dynamic height is computed by dividing the NAVD 88
 PY1139.geopotential number by the normal gravity value computed on the
 PY1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1139.degrees latitude (g = 980.6199 gals.).
 PY1139
 PY1139.The modeled gravity was interpolated from observed gravity values.
 PY1139
 PY1139;                    North         East    Units  Estimated Accuracy
 PY1139;SPC WY W     -   537,930.      752,810.      MT  (+/- 180 meters Scaled)
 PY1139
 PY1139                          SUPERSEDED SURVEY CONTROL
 PY1139
 PY1139.No superseded survey control is available for this station.
 PY1139
 PY1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ257209(NAD 83)
 PY1139_MARKER: DB = BENCH MARK DISK
 PY1139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY1139_SP_SET: CULVERT
 PY1139_STAMPING: CVO86-22
 PY1139_MARK LOGO: USGS  
 PY1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1139+STABILITY: SURFACE MOTION
 PY1139
 PY1139  HISTORY     - Date     Condition        Report By
 PY1139  HISTORY     - 1986     MONUMENTED       USGS
 PY1139
 PY1139                          STATION DESCRIPTION
 PY1139
 PY1139'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1139'11.6 KM (7.20 MI) NW FROM WEST THUMB JUNCTION.
 PY1139'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 7.2 MILES
 PY1139'NORTHWEST ALONG HIGHWAY TOWARDS OLD FAITHFUL, ON THE WEST END OF
 PY1139'CULVERT, 6.5 METERS SOUTH OF CENTERLINE, 1 METER BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1140 ***********************************************************************
 PY1140  DESIGNATION -  CVO 86 23
 PY1140  PID         -  PY1140
 PY1140  STATE/COUNTY-  WY/TETON
 PY1140  USGS QUAD   -  CRAIG PASS (1986)
 PY1140
 PY1140                         *CURRENT SURVEY CONTROL
 PY1140  ___________________________________________________________________
 PY1140* NAD 83(1986)-  44 26 57.     (N)    110 40 40.     (W)     SCALED    
 PY1140* NAVD 88     -      2459.775  (meters)    8070.11   (feet)  ADJUSTED  
 PY1140  ___________________________________________________________________
 PY1140  GEOID HEIGHT-          -8.74  (meters)                     GEOID03
 PY1140  DYNAMIC HT  -        2458.087 (meters)    8064.57  (feet)  COMP
 PY1140  MODELED GRAV-     979,842.6   (mgal)                       NAVD 88
 PY1140
 PY1140  VERT ORDER  -  FIRST     CLASS II
 PY1140
 PY1140.The horizontal coordinates were scaled from a topographic map and have
 PY1140.an estimated accuracy of +/- 6 seconds.
 PY1140
 PY1140.The orthometric height was determined by differential leveling
 PY1140.and adjusted by the National Geodetic Survey in June 1991..
 PY1140
 PY1140.The geoid height was determined by GEOID03.
 PY1140
 PY1140.The dynamic height is computed by dividing the NAVD 88
 PY1140.geopotential number by the normal gravity value computed on the
 PY1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1140.degrees latitude (g = 980.6199 gals.).
 PY1140
 PY1140.The modeled gravity was interpolated from observed gravity values.
 PY1140
 PY1140;                    North         East    Units  Estimated Accuracy
 PY1140;SPC WY W     -   538,830.      752,690.      MT  (+/- 180 meters Scaled)
 PY1140
 PY1140                          SUPERSEDED SURVEY CONTROL
 PY1140
 PY1140.No superseded survey control is available for this station.
 PY1140
 PY1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ256218(NAD 83)
 PY1140_MARKER: DB = BENCH MARK DISK
 PY1140_SETTING: 80 = SET IN A BOULDER
 PY1140_SP_SET: BOULDER
 PY1140_STAMPING: CVO86-23
 PY1140_MARK LOGO: USGS  
 PY1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1140+STABILITY: SURFACE MOTION
 PY1140
 PY1140  HISTORY     - Date     Condition        Report By
 PY1140  HISTORY     - 1986     MONUMENTED       USGS
 PY1140
 PY1140                          STATION DESCRIPTION
 PY1140
 PY1140'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1140'13.7 KM (8.50 MI) NW FROM WEST THUMB JUNCTION.
 PY1140'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 8.5 MILES
 PY1140'NORTHWEST ALONG HIGHWAY TOWARDS OLD FAITHFUL, ON A 1-METER BOULDER
 PY1140'PROJECTING 0.5 METER, 7.3 METERS EAST OF CENTERLINE, 5 METERS NORTH
 PY1140'OF CULVERT BY SMALL STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1108 ***********************************************************************
 MO1108  DESIGNATION -  CWSH 1
 MO1108  PID         -  MO1108
 MO1108  STATE/COUNTY-  WY/LARAMIE
 MO1108  USGS QUAD   -  BORIE (1994)
 MO1108
 MO1108                         *CURRENT SURVEY CONTROL
 MO1108  ___________________________________________________________________
 MO1108* NAD 83(1993)-  41 00 00.03723(N)    104 57 48.71231(W)     ADJUSTED  
 MO1108* NAVD 88     -      1895.     (meters)    6217.     (feet)  SCALED    
 MO1108  ___________________________________________________________________
 MO1108  LAPLACE CORR-         -13.54  (seconds)                    DEFLEC99
 MO1108  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 MO1108
 MO1108  HORZ ORDER  -  THIRD
 MO1108
 MO1108.The horizontal coordinates were established by classical geodetic methods
 MO1108.and adjusted by the National Geodetic Survey in January 1997..
 MO1108
 MO1108.The orthometric height was scaled from a topographic map.
 MO1108
 MO1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1108
 MO1108.The geoid height was determined by GEOID03.
 MO1108
 MO1108;                    North         East     Units Scale Factor Converg.
 MO1108;SPC WY E     -    55,542.093   217,089.775   MT  0.99994109   +0 07 59.8
 MO1108;UTM  13      - 4,538,758.850   503,067.082   MT  0.99960012   +0 01 26.1
 MO1108
 MO1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1108!SPC WY E     -   0.99970528  x   0.99994109  =   0.99964638
 MO1108!UTM  13      -   0.99970528  x   0.99960012  =   0.99930551
 MO1108
 MO1108:                Primary Azimuth Mark                     Grid Az
 MO1108:SPC WY E     -  HESSIA                                   117 55 35.1
 MO1108:UTM  13      -  HESSIA                                   118 02 08.8
 MO1108
 MO1108|---------------------------------------------------------------------|
 MO1108| PID    Reference Object                     Distance      Geod. Az  |
 MO1108|                                                           dddmmss.s |
 MO1108| LL1284 HESSIA                              APPROX. 5.4 KM 1180334.9 |
 MO1108|---------------------------------------------------------------------|
 MO1108
 MO1108                          SUPERSEDED SURVEY CONTROL
 MO1108
 MO1108  NAD 83(1993)-  41 00 00.02189(N)    104 57 48.71103(W) AD(       ) 3
 MO1108  NAD 83(1986)-  41 00 00.02180(N)    104 57 48.71053(W) AD(       ) 3
 MO1108  NAD 27      -  41 00 00.07895(N)    104 57 46.82901(W) AD(       ) 3
 MO1108
 MO1108.Superseded values are not recommended for survey control.
 MO1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1108.See file dsdata.txt to determine how the superseded data were derived.
 MO1108
 MO1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0306738759(NAD 83)
 MO1108_MARKER: DD = SURVEY DISK
 MO1108_SETTING: 0 = UNSPECIFIED SETTING
 MO1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1108
 MO1108  HISTORY     - Date     Condition        Report By
 MO1108  HISTORY     - 1947     MONUMENTED       USGS
 MO1108  HISTORY     - 1960     GOOD             USGS
 MO1108
 MO1108                          STATION DESCRIPTION
 MO1108
 MO1108'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1108'STATION IS LOCATED ABOUT 10 MI. SW. OF CHEYENNE, NEAR NE. CORNER OF
 MO1108'SEC. 23, T 12 N, R 68 W.
 MO1108'
 MO1108'TO REACH FROM CHEYENNE POST OFFICE, GO S. ON U.S. HIGHWAYS 85 AND 87
 MO1108'5.4 MI. TO JUNCTION, TURN RIGHT AND GO 7.8 MI. ON HIGHWAY 87 TO A
 MO1108'T-RD. W. AT WARRENTON AT RAILROAD CROSSING, TURN RIGHT AND GO W. 0.3
 MO1108'MI. TO A RD. FORKS, TURN LEFT AND GO W. 3.1 MI. ALONG MAIN TRAVELED
 MO1108'RD.  STATION IS 150 FT. S. OF A BEND IN RD., ON A SMALL RISE.
 MO1108
 MO1108                          STATION RECOVERY (1960)
 MO1108
 MO1108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1108'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED
 MO1108'---CWSH-1 1947---.
 MO1108'
 MO1108'REFERENCE MARK NO. 1--3/4-IN. IRON ROD, 35.75 FT. E. OF STATION.
 MO1108'
 MO1108'REFERENCE MARK NO. 2--3/4-IN. IRON ROD, 31.95 FT. S. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0419 ***********************************************************************
 NR0419  DESIGNATION -  CYCLONE
 NR0419  PID         -  NR0419
 NR0419  STATE/COUNTY-  WY/NATRONA
 NR0419  USGS QUAD   -  ERVAY BASIN SW (1984)
 NR0419
 NR0419                         *CURRENT SURVEY CONTROL
 NR0419  ___________________________________________________________________
 NR0419* NAD 83(1993)-  42 51 12.16187(N)    107 24 25.37374(W)     ADJUSTED  
 NR0419* NAVD 88     -      2433.8    (meters)    7985.     (feet)  VERTCON   
 NR0419  ___________________________________________________________________
 NR0419  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 NR0419  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NR0419
 NR0419  HORZ ORDER  -  THIRD
 NR0419
 NR0419.The horizontal coordinates were established by classical geodetic methods
 NR0419.and adjusted by the National Geodetic Survey in January 1997..
 NR0419
 NR0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0419
 NR0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0419
 NR0419.The geoid height was determined by GEOID03.
 NR0419
 NR0419;                    North         East     Units Scale Factor Converg.
 NR0419;SPC WYEC     -   361,369.035   393,975.317   MT  0.99993795   -0 03 00.5
 NR0419;UTM  13      - 4,747,343.396   303,335.178   MT  1.00007584   -1 38 15.4
 NR0419
 NR0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0419!SPC WYEC     -   0.99962044  x   0.99993795  =   0.99955842
 NR0419!UTM  13      -   0.99962044  x   1.00007584  =   0.99969625
 NR0419
 NR0419:                Primary Azimuth Mark                     Grid Az
 NR0419:SPC WYEC     -  ATOM                                     115 32 37.8
 NR0419:UTM  13      -  ATOM                                     117 07 52.7
 NR0419
 NR0419|---------------------------------------------------------------------|
 NR0419| PID    Reference Object                     Distance      Geod. Az  |
 NR0419|                                                           dddmmss.s |
 NR0419| NR0417 ATOM                                APPROX. 3.7 KM 1152937.3 |
 NR0419|---------------------------------------------------------------------|
 NR0419
 NR0419                          SUPERSEDED SURVEY CONTROL
 NR0419
 NR0419  NAD 83(1986)-  42 51 12.15461(N)    107 24 25.37240(W) AD(       ) 3
 NR0419  NAD 27      -  42 51 12.31382(N)    107 24 23.13612(W) AD(       ) 3
 NR0419  NGVD 29 (07/19/86) 2432.7    (m)         7981.     (f) VERT ANG       
 NR0419
 NR0419.Superseded values are not recommended for survey control.
 NR0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0419.See file dsdata.txt to determine how the superseded data were derived.
 NR0419
 NR0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0333547343(NAD 83)
 NR0419
 NR0419  HISTORY     - Date     Condition        Report By
 NR0419  HISTORY     - 1950     MONUMENTED       USGS
 NR0419  HISTORY     - 1957     GOOD             USGS
 NR0419
 NR0419                          STATION DESCRIPTION
 NR0419
 NR0419'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NR0419'RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 NR0419'
 NR0419'STATION IS LOCATED ABOUT 14 MI. S. AND 10 MI. W. OF WALTMAN, WYOMING,
 NR0419'ON W. EDGE OF RATTLESNAKE MOUNTAIN RANGE.  IN NE. 1/4 SEC. 8,
 NR0419'T 33 N, R 88 W.
 NR0419'
 NR0419'TO REACH FROM WALTMAN, PROCEED S. ALONG DIRT RD. 1.1 MI. TO FORKS,
 NR0419'THENCE ALONG RIGHT FORK 17.0 MI. TO FORKS S. OF BRIDGE, THENCE RIGHT
 NR0419'THROUGH ERVAY 2.2 MI. TO A GATE, LEAVE RD. AND PROCEED ALONG E. SIDE
 NR0419'OF FENCE 0.2 MI. TO RIDGE NE., THENCE ALONG RIDGE 0.2 MI. TO SMALL
 NR0419'TOP, THENCE S. ACROSS SMALL DEEP SADDLE UP SMOOTH RIDGE, TURNING E.
 NR0419'BEFORE REACHING SUMMIT, SKIRTING ROCKS 0.7 MI. TO GATE IN TREES,
 NR0419'THENCE EASTERLY UP SAGE COVERED SWALE, CROSS FENCE, 1.5 MI. TO
 NR0419'HIGHEST POINT AND STATION WHICH IS ON NORTHERNMOST OF HIGH RIDGES.
 NR0419'
 NR0419'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 6
 NR0419'IN. ABOVE THE GROUND, AND STAMPED ---CYCLONE 1950 VABM 7982---.
 NR0419'
 NR0419'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET SET IN A CONCRETE
 NR0419'POST, AND STAMPED ---CYCLONE NO. 1, 1950---, DISTANT 74.29 FT.,
 NR0419'N 49 DEG 40 MIN E, FROM STATION.
 NR0419'
 NR0419'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET SET IN A CONCRETE
 NR0419'POST, AND STAMPED ---CYCLONE NO. 2, 1950---, SLOPE DISTANCE 68.20
 NR0419'FT., N 26 DEG 17 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0482 ***********************************************************************
 PX0482  DESIGNATION -  CYCLONE
 PX0482  PID         -  PX0482
 PX0482  STATE/COUNTY-  WY/PARK
 PX0482  USGS QUAD   -  BALD PEAK (1991)
 PX0482
 PX0482                         *CURRENT SURVEY CONTROL
 PX0482  ___________________________________________________________________
 PX0482* NAD 83(1993)-  44 52 00.88054(N)    109 21 02.58409(W)     ADJUSTED  
 PX0482* NAVD 88     -      2965.2    (meters)    9728.     (feet)  VERTCON   
 PX0482  ___________________________________________________________________
 PX0482  LAPLACE CORR-         -34.79  (seconds)                    DEFLEC99
 PX0482  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 PX0482
 PX0482  HORZ ORDER  -  THIRD
 PX0482
 PX0482.The horizontal coordinates were established by classical geodetic methods
 PX0482.and adjusted by the National Geodetic Survey in January 1997..
 PX0482
 PX0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0482
 PX0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0482
 PX0482.The geoid height was determined by GEOID03.
 PX0482
 PX0482;                    North         East     Units Scale Factor Converg.
 PX0482;SPC WYWC     -   485,250.655   552,528.742   MT  0.99996520   -0 25 25.7
 PX0482;UTM  12      - 4,969,489.180   630,289.352   MT  0.99980874   +1 09 49.2
 PX0482
 PX0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0482!SPC WYWC     -   0.99953688  x   0.99996520  =   0.99950209
 PX0482!UTM  12      -   0.99953688  x   0.99980874  =   0.99934571
 PX0482
 PX0482:                Primary Azimuth Mark                     Grid Az
 PX0482:SPC WYWC     -  THIEF                                    284 29 48.2
 PX0482:UTM  12      -  THIEF                                    282 54 33.3
 PX0482
 PX0482|---------------------------------------------------------------------|
 PX0482| PID    Reference Object                     Distance      Geod. Az  |
 PX0482|                                                           dddmmss.s |
 PX0482| PX0502 THIEF                               APPROX. 6.4 KM 2840422.5 |
 PX0482|---------------------------------------------------------------------|
 PX0482
 PX0482                          SUPERSEDED SURVEY CONTROL
 PX0482
 PX0482  NAD 83(1993)-  44 52 00.86996(N)    109 21 02.56078(W) AD(       ) 3
 PX0482  NAD 83(1986)-  44 52 00.86613(N)    109 21 02.55670(W) AD(       ) 3
 PX0482  NGVD 29 (09/11/89) 2963.9    (m)         9724.     (f) VERT ANG       
 PX0482
 PX0482.Superseded values are not recommended for survey control.
 PX0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0482.See file dsdata.txt to determine how the superseded data were derived.
 PX0482
 PX0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ3028969489(NAD 83)
 PX0482_MARKER: DS = TRIANGULATION STATION DISK
 PX0482_SETTING: 0 = UNSPECIFIED SETTING
 PX0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0482
 PX0482  HISTORY     - Date     Condition        Report By
 PX0482  HISTORY     - 1947     MONUMENTED       USGS
 PX0482
 PX0482                          STATION DESCRIPTION
 PX0482
 PX0482'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0482'LOCATED ABOUT 0.5 MI. W. AND 1.85 MI. N. OF SEC. COR. 11,14,12,13, T.
 PX0482'56 N., R.104 W., ABOUT 8 MI. W. AND 4 MI. S. OF LINDQUIST BROTHERS
 PX0482'STORE AT CLARK, WYOMING AND ABOUT 6000 FT. HIGHER.  ABOUT 2 MI. N. AND
 PX0482'5400 FT. HIGHER THAN THE MOUTH OF CYCLONE BAR CREEK, ON THE HIGHEST
 PX0482'BALD MOUNTAIN ON THE DIVIDE BETWEEN CLARKSFORK OF THE YELLOWSTONE
 PX0482'RIVER AND LITTLE ROCK CREEK.
 PX0482'
 PX0482'TO REACH STATION FROM THE POST OFFICE AT CODY, WYOMING FOLLOW THE MAIN
 PX0482'RD. TOWARD CLARK, WYOMING TO A RD. FORK ABOUT 1.5 MI. S. OF THE CLARK
 PX0482'SCHOOL.  TAKE RD. W. AND FOLLOW THE RD. INTO CLARKSFORK CANYON OF THE
 PX0482'YELLOWSTONE RIVER, FOLLOW UP THIS RD. TO THE END OF THE RD. AND WHERE
 PX0482'A SWITCHBACK TRAIL LEAVES CANYON AND CLIMB ABOUT 1200 FT. TO TOP OF
 PX0482'FIRST BENCH, FOLLOW THIS TRAIL TO TOP OF BENCH, LEAVE TRAIL AT TOP OF
 PX0482'BENCH AND FOLLOW ALONG RIDGE N. FOR ABOUT 1.2 MI. TO A GOOD PACK TRAIL
 PX0482'E., FOLLOW THIS PACK TRAIL PAST  MORRISONS COW CAMP, KEEPING TO THE
 PX0482'LEFT OF THE CABIN AND CONTINUE FOR ABOUT 5 MI. TO THE TOP OF THE
 PX0482'DIVIDE.  TURN E. ON TOP OF THE DIVIDE AND FOLLOW THE DIVIDE FOR ABOUT
 PX0482'4 MI. TO HIGHEST BALD MOUNTAIN.  STATION IS LOCATED ABOUT CENTER AND
 PX0482'APPROXIMATELY ON THE HIGHEST PART OF THE MOUNTAIN.  THIS IS A 2 DAY
 PX0482'PACK TRIP FROM THE END OF THE RD. IN CLARKSFORK CANYON.  THIS STATION
 PX0482'IS ACCESSIBLE FROM JULY 15 TO SEPTEMBER 15. HORSES CAN BE FOUND AT THE
 PX0482'MARTIN RANCH AT THE MOUTH OF THE CANYON.  WATER IS AVAILABLE ANYWHERE
 PX0482'ALONG THE ROUTE EXCEPT DURING THE LAST HALF OF AUGUST.
 PX0482'
 PX0482'STATION MARK - STANDARD STATION TABLET STAMPED---CYCLONE 1947 VABM
 PX0482'9724--- AND CEMENTED IN A LARGE EMBEDDED BOULDER.
 PX0482'
 PX0482'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1 ---
 PX0482'CEMENTED IN EMBEDDED BOULDER 41.63 FT. FROM STATION IN TRUE
 PX0482'AZIMUTH 111 DEGREES 41 MINUTES.
 PX0482'
 PX0482'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED---REF 2 ---
 PX0482'CEMENTED IN LARGE EMBEDDED BOULDER 32.26 FT. FROM STATION IN TRUE
 PX0482'AZIMUTH 188 DEGREES 07 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3524 ***********************************************************************
 DH3524  PACS        -  This is a Primary Airport Control Station.
 DH3524  DESIGNATION -  CYSA
 DH3524  PID         -  DH3524
 DH3524  STATE/COUNTY-  WY/LARAMIE
 DH3524  USGS QUAD   -  CHEYENNE NORTH (1994)
 DH3524
 DH3524                         *CURRENT SURVEY CONTROL
 DH3524  ___________________________________________________________________
 DH3524* NAD 83(1993)-  41 09 19.85371(N)    104 48 48.07438(W)     ADJUSTED  
 DH3524* NAVD 88     -      1869.20   (meters)    6132.5    (feet)  GPS OBS   
 DH3524  ___________________________________________________________________
 DH3524  X           -  -1,229,941.027 (meters)                     COMP
 DH3524  Y           -  -4,650,750.672 (meters)                     COMP
 DH3524  Z           -   4,176,661.701 (meters)                     COMP
 DH3524  LAPLACE CORR-         -10.61  (seconds)                    DEFLEC99
 DH3524  ELLIP HEIGHT-        1853.01  (meters)          (06/01/05) GPS OBS
 DH3524  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 DH3524
 DH3524  HORZ ORDER  -  B
 DH3524  ELLP ORDER  -  THIRD     CLASS II
 DH3524
 DH3524.This mark is at Cheyenne Airport (CYS)
 DH3524
 DH3524.The horizontal coordinates were established by GPS observations
 DH3524.and adjusted by the WASHINGTON GROUP INT INC in June 2005..
 DH3524
 DH3524.The orthometric height was determined by GPS observations and a
 DH3524.high-resolution geoid model.
 DH3524
 DH3524.GPS derived orthometric heights for airport stations designated as
 DH3524.PACS or SACS are published to 2 decimal places.  This maintains
 DH3524.centimeter relative accuracy between the PACS and SACS.  It does
 DH3524.not indicate centimeter accuracy relative to other marks which are
 DH3524.part of the NAVD 88 network.
 DH3524
 DH3524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3524
 DH3524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3524
 DH3524.The ellipsoidal height was determined by GPS observations
 DH3524.and is referenced to NAD 83.
 DH3524
 DH3524.The geoid height was determined by GEOID03.
 DH3524
 DH3524;                    North         East     Units Scale Factor Converg.
 DH3524;SPC WY E     -    72,850.935   229,654.220   MT  0.99994832   +0 13 57.1
 DH3524;UTM  13      - 4,556,037.713   515,660.265   MT  0.99960302   +0 07 22.2
 DH3524
 DH3524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3524!SPC WY E     -   0.99970943  x   0.99994832  =   0.99965776
 DH3524!UTM  13      -   0.99970943  x   0.99960302  =   0.99931256
 DH3524
 DH3524                          SUPERSEDED SURVEY CONTROL
 DH3524
 DH3524.No superseded survey control is available for this station.
 DH3524
 DH3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1566056038(NAD 83)
 DH3524_MARKER: Z = SEE DESCRIPTION
 DH3524_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH3524_STAMPING: CYSA 2005
 DH3524_MARK LOGO: NONE  
 DH3524_PROJECTION: FLUSH
 DH3524_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3524+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 DH3524_ROD/PIPE-DEPTH: 7.25 meters
 DH3524_SLEEVE-DEPTH  :  0.9 meters
 DH3524
 DH3524  HISTORY     - Date     Condition        Report By
 DH3524  HISTORY     - 20050218 MONUMENTED       WASHGP
 DH3524
 DH3524                          STATION DESCRIPTION
 DH3524
 DH3524'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL INC 2005 (PAR)
 DH3524'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL, INC. 2005 (PAR)
 DH3524'TRANSPORTATION ACCESS BY CAR MARK IS IN THE NE 1/4 OF SECTION 30,
 DH3524'TOWNSHIP 14 NORTH, RANGE 66 WEST, 6TH  P.M., 4.1 KM (2.6 MI) NORTHERLY
 DH3524'FROM THE JUNCTION OF U.S HIGHWAY 85 AND  INTERSTATE HIGHWAY 80, 1.8 KM
 DH3524'(1.1 MI) NORTHEASTERLY OF THE WYOMING STATE  CAPITOL BUILDING DOME, AT
 DH3524'THE CHEYENNE REGIONAL AIRPORT, IN CHEYENNE, WYOMING. FOR PERMISSION TO
 DH3524'ENTER AIRPORT PROPERTY, CONTACT MR. SCOTT HINDERMAN, A.A.E.  MR.
 DH3524'HINDERMAN IS THE AIRPORT MANAGER AND HE CAN BE CONTACTED AT PHONE NO.
 DH3524'307-634-7071, POSTAL ADDRESS P.O. BOX 2210, 200 EAST 8TH AVENUE,
 DH3524'CHEYENNE,  WYOMING, 82003. THIS AIRPORT IS CONTROLLED ACCESS.
 DH3524' 
 DH3524'TO REACH FROM THE JUNCTION OF INTERSTATE 80 WITH U.S. HIGHWAY 85 IN
 DH3524'CHEYENNE,  WYOMING, GO NORTHERLY ALONG U.S. HIGHWAY 85 (BEING ALSO
 DH3524'NAMED CENTRAL AVENUE  AND THEN NAMED WARREN AVENUE) 4.1 KM (2.6 MI) TO
 DH3524'THE JUNCTION WITH EAST 8TH  AVENUE, TURN RIGHT AND GO EASTERLY AND
 DH3524'SOUTHEASTERLY ALONG EAST 8TH AVENUE  0.2 KM (0.1 MI) TO THE MERGING OF
 DH3524'EAST 8TH AVENUE WITH EVANS AVENUE, GO SOUTH  ALONG EVANS AVENUE 0.2 KM
 DH3524'(0.1 MI) TO A GATE ON THE NORTH SIDE OF THE AIRPORT  OPERATIONS
 DH3524'MAINTENANCE BUILDING AT 3715 EVANS AVENUE, TURN LEFT AND GO EASTERLY
 DH3524'THROUGH THE GATE 0.1 KM (200 FT) TO THE APRON, TURN LEFT AND GO
 DH3524'NORTHERLY ALONG  THE APRON 0.3 KM (0.2 MI) TO TAXIWAY ''A3'', TURN
 DH3524'RIGHT AND GO NORTHEASTERLY  ALONG TAXIWAY ''A3'' 0.1 KM (0.1 MI) TO
 DH3524'THE JUNCTION WITH RUNWAY ''13/31'' AND  TAXIWAY ''B2'', CONTINUE
 DH3524'NORTHEASTERLY ACROSS RUNWAY ''13/31''AND ALONG TAXIWAY  ''B2'' 0.1 KM
 DH3524'(0.1 MI) TO THE JUNCTION WITH TAXIWAY ''B'', TURN RIGHT AND GO
 DH3524'EASTERLY ALONG TAXIWAY ''B'' 0.2 KM (0.15 MI) TO THE JUNCTION WITH THE
 DH3524'CUTOFF  ROAD ON THE LEFT, TURN LEFT ONTO THE INFIELD AND GO NORTH 0.1
 DH3524'KM (245 FT) TO  THE TOP OF A RISE AND TO THE MARK.
 DH3524' 
 DH3524'MARK IS THE CENTER PUNCHED TOP OF A 9/16-INCH DIAMETER STAINLESS STEEL
 DH3524'ROD,  DRIVEN TO A SLOW DRIVING RATE DEPTH OF 7.25 METERS (23.8 FT).
 DH3524'THE LOGO CAP IS  STAMPED--CYSA 2005--. THE ROD IS IN A 2.5 CM (1.0
 DH3524'INCH INSIDE DIAMETER),  91 CM (3.0 FT) LONG, GREASE FILLED, FLUTED
 DH3524'PLASTIC SLEEVE, AND IS ENCASED BY  A 6-INCH DIAMETER PVC PIPE WITH
 DH3524'ATTACHED LOGO CAP SET IN A CONCRETE POST THAT  IS FLUSH WITH THE
 DH3524'GROUND. THE ROD TOP IS RECESSED 9.5 CM BELOW THE LOGO CAP.  MARK IS
 DH3524'APPROXIMATELY 488 METERS (1600 FT) NORTHEASTERLY OF THE AIRPORT
 DH3524'TERMINAL BUILDING, APPROXIMATELY 245 METERS (800 FT) WEST OF TAXIWAY
 DH3524'''B3''.  MARK IS 74.8 METERS (245.4 FT) NORTH OF THE NORTH EDGE OF
 DH3524'TAXIWAY ''B''  PAVEMENT, 55.1 METERS (180.9 FT) EASTERLY OF THE
 DH3524'SOUTHEAST CORNER OF THE  ''AIRCRAFT RESTRAINT STRUCTURE'', 54.9 METERS
 DH3524'(180.0 FT) SOUTH OF THE SOUTH  EDGE OF RUNWAY ''9/27'' PAVEMENT, 52.4
 DH3524'METERS (171.9 FT) SOUTH OF RUNWAY  ''9/27'' LIGHT. NO WITNESS POSTS
 DH3524'ALLOWED. THE HH2 GPS = N41-09-19.9, W104-48-48.1. THIS STATION IS
 DH3524'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3525 ***********************************************************************
 DH3525  SACS        -  This is a Secondary Airport Control Station.
 DH3525  DESIGNATION -  CYSB
 DH3525  PID         -  DH3525
 DH3525  STATE/COUNTY-  WY/LARAMIE
 DH3525  USGS QUAD   -  CHEYENNE NORTH (1994)
 DH3525
 DH3525                         *CURRENT SURVEY CONTROL
 DH3525  ___________________________________________________________________
 DH3525* NAD 83(1993)-  41 09 33.76782(N)    104 49 36.91975(W)     ADJUSTED  
 DH3525* NAVD 88     -      1876.20   (meters)    6155.5    (feet)  GPS OBS   
 DH3525  ___________________________________________________________________
 DH3525  X           -  -1,230,971.385 (meters)                     COMP
 DH3525  Y           -  -4,650,191.265 (meters)                     COMP
 DH3525  Z           -   4,176,989.630 (meters)                     COMP
 DH3525  LAPLACE CORR-         -10.69  (seconds)                    DEFLEC99
 DH3525  ELLIP HEIGHT-        1860.09  (meters)          (06/01/05) GPS OBS
 DH3525  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 DH3525
 DH3525  HORZ ORDER  -  FIRST
 DH3525  ELLP ORDER  -  THIRD     CLASS II
 DH3525
 DH3525.This mark is at Cheyenne Airport (CYS)
 DH3525
 DH3525.The horizontal coordinates were established by GPS observations
 DH3525.and adjusted by the WASHINGTON GROUP INT INC in June 2005..
 DH3525
 DH3525.The orthometric height was determined by GPS observations and a
 DH3525.high-resolution geoid model.
 DH3525
 DH3525.GPS derived orthometric heights for airport stations designated as
 DH3525.PACS or SACS are published to 2 decimal places.  This maintains
 DH3525.centimeter relative accuracy between the PACS and SACS.  It does
 DH3525.not indicate centimeter accuracy relative to other marks which are
 DH3525.part of the NAVD 88 network.
 DH3525
 DH3525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3525
 DH3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3525
 DH3525.The ellipsoidal height was determined by GPS observations
 DH3525.and is referenced to NAD 83.
 DH3525
 DH3525.The geoid height was determined by GEOID03.
 DH3525
 DH3525;                    North         East     Units Scale Factor Converg.
 DH3525;SPC WY E     -    73,275.615   228,513.741   MT  0.99994750   +0 13 25.0
 DH3525;UTM  13      - 4,556,464.429   514,520.995   MT  0.99960260   +0 06 50.1
 DH3525
 DH3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3525!SPC WY E     -   0.99970832  x   0.99994750  =   0.99965583
 DH3525!UTM  13      -   0.99970832  x   0.99960260  =   0.99931103
 DH3525
 DH3525                          SUPERSEDED SURVEY CONTROL
 DH3525
 DH3525.No superseded survey control is available for this station.
 DH3525
 DH3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1452156464(NAD 83)
 DH3525_MARKER: Z = SEE DESCRIPTION
 DH3525_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH3525_STAMPING: CYSB 2005
 DH3525_MARK LOGO: NONE  
 DH3525_PROJECTION: FLUSH
 DH3525_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3525+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 DH3525_ROD/PIPE-DEPTH: 8.16 meters
 DH3525_SLEEVE-DEPTH  :  0.9 meters
 DH3525
 DH3525  HISTORY     - Date     Condition        Report By
 DH3525  HISTORY     - 20050218 MONUMENTED       WASHGP
 DH3525
 DH3525                          STATION DESCRIPTION
 DH3525
 DH3525'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL INC 2005 (PAR)
 DH3525'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL, INC. 2005 (PAR)
 DH3525'TRANSPORTATION ACCESS BY CAR MARK IS IN THE NW 1/4 OF SECTION 30,
 DH3525'TOWNSHIP 14 NORTH, RANGE 66 WEST, 6TH  P.M., 4.9 KM (3.0 MI)
 DH3525'NORTHWESTERLY FROM THE JUNCTION OF U.S HIGHWAY 85 AND  INTERSTATE
 DH3525'HIGHWAY 80, 2.2 KM (1.4 MI) NORTH-NORTHWESTERLY OF THE WYOMING  STATE
 DH3525'CAPITOL BUILDING DOME, 0.2 KM (0.1 MI) SOUTHEASTERLY OF THE JUNCTION
 DH3525'OF CENTRAL AVENUE WITH YELLOWSTONE ROAD. MARK IS AT THE CHEYENNE
 DH3525'REGIONAL  AIRPORT, IN CHEYENNE, WYOMING, NEAR THE WESTERLY BOUNDARY
 DH3525'THEREOF. FOR  PERMISSION TO ENTER AIRPORT PROPERTY, CONTACT MR. SCOTT
 DH3525'HINDERMAN, A.A.E.  MR. HINDERMAN IS THE AIRPORT MANAGER AND HE CAN BE
 DH3525'CONTACTED AT PHONE  NO. 307-634-7071, POSTAL ADDRESS  P.O. BOX 2210,
 DH3525'200 EAST 8TH AVEENUE, CHEYENNE, WYOMING, 82003.  THIS AIRPORT IS
 DH3525'CONTROLLED ACCESS.
 DH3525' 
 DH3525'TO REACH FROM THE JUNCTION OF INTERSTATE 80 WITH U.S. HIGHWAY 85 IN
 DH3525'CHEYENNE,  WYOMING, GO NORTHERLY ALONG U.S. HIGHWAY 85 (BEING ALSO
 DH3525'NAMED CENTRAL AVENUE  AND THEN NAMED WARREN AVENUE) 4.1 KM (2.6 MI) TO
 DH3525'THE JUNCTION WITH EAST 8TH  AVENUE, TURN RIGHT AND GO EASTERLY AND
 DH3525'SOUTHEASTERLY ALONG EAST 8TH AVENUE  0.2 KM (0.1 MI) TO THE MERGING OF
 DH3525'EAST 8TH AVENUE WITH EVANS AVENUE, GO SOUTH  ALONG EVANS AVENUE 0.2 KM
 DH3525'(0.1 MI) TO A GATE ON THE NORTH SIDE OF THE AIRPORT  OPERATIONS
 DH3525'MAINTENANCE BUILDING AT 3715 EVANS AVENUE, TURN LEFT AND GO EASTERLY
 DH3525'THROUGH THE GATE 0.1 KM (200 FT) TO THE APRON, TURN LEFT AND GO
 DH3525'NORTHERLY ALONG  THE APRON 0.3 KM (0.2 MI), CONTINUE ALONG THE APRON
 DH3525'NORTHWESTERLY 0.2 KM  (0.1 MI), CONTINUE ALONG THE APRON WESTERLY 0.2
 DH3525'KM (0.1 MI) TO THE NORTHWEST  CORNER OF THE APRON AND THE JUNCTION
 DH3525'WITH A GRAVEL ROAD, TURN RIGHT AND GO  NORTHWESTERLY ALONG THE GRAVEL
 DH3525'ROAD (ADJACENT TO THE AIRPORT SECURITY FENCE)  0.6 KM (0.4 MI) TO THE
 DH3525'MARK ON THE RIGHT.
 DH3525' 
 DH3525'MARK IS THE CENTER PUNCHED TOP OF A 9/16-INCH DIAMETER STAINLESS STEEL
 DH3525'ROD,  DRIVEN TO A REFUSAL DEPTH OF 8.16 METERS (26.8 FT). THE LOGO CAP
 DH3525'IS STAMPED --CYSB 2005--. THE ROD IS IN A 2.5 CM (1.0 INCH INSIDE
 DH3525'DIAMETER), 91 CM  (3.0 FT) LONG, GREASE FILLED, FLUTED PLASTIC SLEEVE,
 DH3525'AND IS ENCASED BY A  6-INCH DIAMETER PVC PIPE WITH ATTACHED LOGO CAP
 DH3525'SET IN A CONCRETE POST THAT  IS FLUSH WITH THE GROUND. THE ROD TOP IS
 DH3525'RECESSED 7.6 CM BELOW THE LOGO CAP.  MARK IS 43.0 METERS (141.0 FT)
 DH3525'SOUTHEASTERLY OF AN AIRPORT SECURITY FENCE  ANGLE POINT, 12.1 M (39.8
 DH3525'FT) EASTERLY OF THE WESTERLY AIRPORT SECURITY FENCE.  MARK IS 39.7
 DH3525'METERS (130.4 FT) NORTHWESTERLY OF A TAXIWAY LIGHT, 24.0 METERS  (78.8
 DH3525'FT) SOUTHWESTERLY OF A TAXIWAY LIGHT, 17.7 METERS (58.0 FT)
 DH3525'SOUTHWESTERLY OF THE WESTERLY EDGE OF TAXIWAY ''A'' (CONCRETE)
 DH3525'PAVEMENT.  NO WITNESS POSTS ALLOWED. THE HH2 GPS = N41-09-33.8,
 DH3525'W104-49-37.0. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 DH3525'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3526 ***********************************************************************
 DH3526  SACS        -  This is a Secondary Airport Control Station.
 DH3526  DESIGNATION -  CYSC
 DH3526  PID         -  DH3526
 DH3526  STATE/COUNTY-  WY/LARAMIE
 DH3526  USGS QUAD   -  CHEYENNE NORTH (1994)
 DH3526
 DH3526                         *CURRENT SURVEY CONTROL
 DH3526  ___________________________________________________________________
 DH3526* NAD 83(1993)-  41 09 08.91537(N)    104 47 22.24796(W)     ADJUSTED  
 DH3526* NAVD 88     -      1858.43   (meters)    6097.2    (feet)  GPS OBS   
 DH3526  ___________________________________________________________________
 DH3526  X           -  -1,228,060.361 (meters)                     COMP
 DH3526  Y           -  -4,651,468.887 (meters)                     COMP
 DH3526  Z           -   4,176,400.388 (meters)                     COMP
 DH3526  LAPLACE CORR-         -10.27  (seconds)                    DEFLEC99
 DH3526  ELLIP HEIGHT-        1842.12  (meters)          (06/01/05) GPS OBS
 DH3526  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 DH3526
 DH3526  HORZ ORDER  -  FIRST
 DH3526  ELLP ORDER  -  THIRD     CLASS II
 DH3526
 DH3526.This mark is at Cheyenne Airport (CYS)
 DH3526
 DH3526.The horizontal coordinates were established by GPS observations
 DH3526.and adjusted by the WASHINGTON GROUP INT INC in June 2005..
 DH3526
 DH3526.The orthometric height was determined by GPS observations and a
 DH3526.high-resolution geoid model.
 DH3526
 DH3526.GPS derived orthometric heights for airport stations designated as
 DH3526.PACS or SACS are published to 2 decimal places.  This maintains
 DH3526.centimeter relative accuracy between the PACS and SACS.  It does
 DH3526.not indicate centimeter accuracy relative to other marks which are
 DH3526.part of the NAVD 88 network.
 DH3526
 DH3526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3526
 DH3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3526
 DH3526.The ellipsoidal height was determined by GPS observations
 DH3526.and is referenced to NAD 83.
 DH3526
 DH3526.The geoid height was determined by GEOID03.
 DH3526
 DH3526;                    North         East     Units Scale Factor Converg.
 DH3526;SPC WY E     -    72,521.911   231,656.680   MT  0.99994983   +0 14 53.5
 DH3526;UTM  13      - 4,555,704.972   517,661.399   MT  0.99960384   +0 08 18.7
 DH3526
 DH3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3526!SPC WY E     -   0.99971113  x   0.99994983  =   0.99966098
 DH3526!UTM  13      -   0.99971113  x   0.99960384  =   0.99931509
 DH3526
 DH3526                          SUPERSEDED SURVEY CONTROL
 DH3526
 DH3526.No superseded survey control is available for this station.
 DH3526
 DH3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1766155705(NAD 83)
 DH3526_MARKER: Z = SEE DESCRIPTION
 DH3526_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH3526_STAMPING: CYSC 2005
 DH3526_MARK LOGO: NONE  
 DH3526_PROJECTION: FLUSH
 DH3526_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3526+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 DH3526_ROD/PIPE-DEPTH: 5.61 meters
 DH3526_SLEEVE-DEPTH  :  0.9 meters
 DH3526
 DH3526  HISTORY     - Date     Condition        Report By
 DH3526  HISTORY     - 20050218 MONUMENTED       WASHGP
 DH3526
 DH3526                          STATION DESCRIPTION
 DH3526
 DH3526'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL INC 2005 (PAR)
 DH3526'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL, INC. 2005 (PAR)
 DH3526'TRANSPORTATION ACCESS BY CAR MARK IS IN THE WEST 1/2 OF SECTION 28,
 DH3526'TOWNSHIP 14 NORTH, RANGE 66 WEST, 6TH  P.M., 3.9 KM (2.4 MI)
 DH3526'NORTHEASTERLY FROM THE JUNCTION OF U.S HIGHWAY 85 AND  INTERSTATE
 DH3526'HIGHWAY 80, 2.9 KM (1.8 MI) NORTHEASTERLY OF THE WYOMING STATE
 DH3526'CAPITOL BUILDING DOME. MARK IS 0.5 KM (0.3 MI) NORTHWESTERLY OF THE
 DH3526'VETERANS  ADMINISTRATION HOSPITAL, 0.3 KM (0.2 MI) WESTERLY OF
 DH3526'CONVERSE AVENUE, 0.1 KM  (200 FT) NORTHWESTERLY OF THE CONVERSE AVENUE
 DH3526'SOFTBALL COMPLEX, AT THE  CHEYENNE REGIONAL AIRPORT, IN CHEYENNE,
 DH3526'WYOMING, NEAR THE EASTERLY BOUNDARY  THEREOF. FOR PERMISSION TO ENTER
 DH3526'AIRPORT PROPERTY, CONTACT MR. SCOTT HINDERMAN, A.A.E. MR. HINDERMAN IS
 DH3526'THE AIRPORT MANAGER AND HE CAN BE CONTACTED AT PHONE  NO.
 DH3526'307-634-7071, POSTAL ADDRESS P.O. BOX 2210, 200 EAST 8TH AVENUE,
 DH3526'CHEYENNE,  WYOMING, 82003. THIS AIRPORT IS CONTROLLED ACCESS.
 DH3526' 
 DH3526'TO REACH FROM THE JUNCTION OF INTERSTATE 80 WITH U.S. HIGHWAY 85 IN
 DH3526'CHEYENNE,  WYOMING, GO NORTHERLY ALONG U.S. HIGHWAY 85 (BEING ALSO
 DH3526'NAMED CENTRAL AVENUE  AND THEN NAMED WARREN AVENUE) 4.1 KM (2.6 MI) TO
 DH3526'THE JUNCTION WITH EAST 8TH  AVENUE, TURN RIGHT AND GO EASTERLY AND
 DH3526'SOUTHEASTERLY ALONG EAST 8TH AVENUE  0.2 KM (0.1 MI) TO THE MERGING OF
 DH3526'EAST 8TH AVENUE WITH EVANS AVENUE, GO SOUTH  ALONG EVANS AVENUE 0.2 KM
 DH3526'(0.1 MI) TO A GATE ON THE NORTH SIDE OF THE AIRPORT  OPERATIONS
 DH3526'MAINTENANCE BUILDING AT 3715 EVANS AVENUE, TURN LEFT AND GO EASTERLY
 DH3526'THROUGH THE GATE 0.1 KM (200 FT) TO THE APRON, TURN LEFT AND GO
 DH3526'NORTHERLY  ALONG THE APRON 0.3 KM (0.2 MI) TO TAXIWAY ''A3'', TURN
 DH3526'RIGHT AND GO  NORTHEASTERLY ALONG TAXIWAY ''A3'' 0.1 KM (0.1 MI) TO
 DH3526'THE JUNCTION WITH  RUNWAY ''13/31'' AND TAXIWAY ''B2'', CONTINUE
 DH3526'NORTHEASTERLY ACROSS RUNWAY  ''13/31''AND ALONG TAXIWAY ''B2'' 0.1 KM
 DH3526'(0.1 MI) TO THE JUNCTION WITH TAXIWAY  ''B'', TURN RIGHT AND GO
 DH3526'EASTERLY ALONG TAXIWAY ''B'' 0.9 KM (0.5 MI) TO THE  JUNCTION WITH A
 DH3526'PAVED T-ROAD RIGHT (ROAD TO ''PRESTON UNIVERSITY''), TURN  RIGHT AND
 DH3526'GO SOUTHERLY ALONG THE PAVED ROAD 0.1 KM (200 FT) TO THE JUNCTION
 DH3526'WITH A GRAVEL T-ROAD LEFT, TURN LEFT AND GO SOUTHEASTERLY ALONG THE
 DH3526'GRAVEL  ROAD 0.2 KM (0.1 MI) TO A 6 FT HIGH CHAIN LINK FENCE (AIRPORT
 DH3526'SECURITY FENCE),  TURN LEFT AND GO EASTERLY ALONG THE GRAVEL ROAD
 DH3526'(ADJACENT TO THE AIRPORT  SECURITY FENCE) 1.3 KM (0.8 MI) TO THE MARK
 DH3526'ON THE LEFT.
 DH3526' 
 DH3526'MARK IS THE CENTER PUNCHED TOP OF A 9/16-INCH DIAMETER STAINLESS STEEL
 DH3526'ROD,  DRIVEN TO A SLOW DRIVING RATE DEPTH OF 5.61 METERS (18.4 FT).
 DH3526'THE LOGO CAP IS  STAMPED--CYSC 2005--. THE ROD IS IN A 2.5 CM (1.0
 DH3526'INCH INSIDE DIAMETER), 91 CM  (3.0 FT) LONG, GREASE FILLED, FLUTED
 DH3526'PLASTIC SLEEVE, AND IS ENCASED BY A  6-INCH DIAMETER PVC PIPE WITH
 DH3526'ATTACHED LOGO CAP SET IN A CONCRETE POST THAT  IS FLUSH WITH THE
 DH3526'GROUND. THE ROD TOP IS RECESSED 6.0 CM BELOW THE LOGO CAP.  MARK IS
 DH3526'APPROX. 45.7 METERS (150 FT) SOUTH OF (UNDER CONSTRUCTION) TAXIWAY
 DH3526'''B''. MARK IS 37.8 METERS (124.1 FT) EASTERLY OF AN AIRPORT SECURITY
 DH3526'FENCE  ANGLE POINT, 39.7 METERS (130.1 FT) NORTHERLY OF THE SOUTHERLY
 DH3526'AIRPORT  SECURITY FENCE. MARK IS 32.2 METERS (105.5 FT) NORTHEASTERLY
 DH3526'OF A WATER  SHUTOFF VALVE. NO WITNESS POSTS ALLOWED. THE HH2 GPS =
 DH3526'N41-09-09.0, W104-47-22.3. THIS STATION IS DESIGNATED AS A SECONDARY
 DH3526'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0045 ***********************************************************************
 PY0045  DESIGNATION -  D 10
 PY0045  PID         -  PY0045
 PY0045  STATE/COUNTY-  WY/TETON
 PY0045  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0045
 PY0045                         *CURRENT SURVEY CONTROL
 PY0045  ___________________________________________________________________
 PY0045* NAD 83(1986)-  44 28 48.     (N)    110 50 59.     (W)     SCALED    
 PY0045* NAVD 88     -      2238.395  (meters)    7343.80   (feet)  ADJUSTED  
 PY0045  ___________________________________________________________________
 PY0045  GEOID HEIGHT-          -8.90  (meters)                     GEOID03
 PY0045  DYNAMIC HT  -        2236.973 (meters)    7339.14  (feet)  COMP
 PY0045  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 PY0045
 PY0045  VERT ORDER  -  FIRST     CLASS II
 PY0045
 PY0045.The horizontal coordinates were scaled from a topographic map and have
 PY0045.an estimated accuracy of +/- 6 seconds.
 PY0045
 PY0045.The orthometric height was determined by differential leveling
 PY0045.and adjusted by the National Geodetic Survey in June 1991..
 PY0045
 PY0045.The geoid height was determined by GEOID03.
 PY0045
 PY0045.The dynamic height is computed by dividing the NAVD 88
 PY0045.geopotential number by the normal gravity value computed on the
 PY0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0045.degrees latitude (g = 980.6199 gals.).
 PY0045
 PY0045.The modeled gravity was interpolated from observed gravity values.
 PY0045
 PY0045;                    North         East    Units  Estimated Accuracy
 PY0045;SPC WY W     -   542,370.      739,030.      MT  (+/- 180 meters Scaled)
 PY0045
 PY0045                          SUPERSEDED SURVEY CONTROL
 PY0045
 PY0045  NGVD 29 (08/20/92) 2237.070  (m)         7339.45   (f) ADJUSTED    1 2
 PY0045
 PY0045.Superseded values are not recommended for survey control.
 PY0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0045.See file dsdata.txt to determine how the superseded data were derived.
 PY0045
 PY0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ119251(NAD 83)
 PY0045_MARKER: DB = BENCH MARK DISK
 PY0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0045_SP_SET: CONCRETE POST
 PY0045_STAMPING: D 10 1923 7337.895
 PY0045_MARK LOGO: CGS   
 PY0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0045+STABILITY: SURFACE MOTION
 PY0045
 PY0045  HISTORY     - Date     Condition        Report By
 PY0045  HISTORY     - 1923     MONUMENTED       CGS
 PY0045  HISTORY     - 1934     GOOD             NGS
 PY0045  HISTORY     - 1987     GOOD             NGS
 PY0045
 PY0045                          STATION DESCRIPTION
 PY0045
 PY0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0045'2.0 MI NW FROM OLD FAITHFUL.
 PY0045'2.0 MILES NORTHWEST ALONG THE OLD FAITHFUL-MADISON JUNCTION ROAD FROM
 PY0045'OLD FAITHFUL, YELLOWSTONE NATIONAL PARK, 60 FEET NORTH OF THE
 PY0045'SECOND-MILEPOST FROM OLD FAITHFUL, 110 FEET NORTHEAST OF GEM POOL, AND
 PY0045'20 FEET WEST OF THE ROAD.  A STANDARD DISK, STAMPED 7337.895 D 10 1923
 PY0045'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE
 PY0045'GROUND.
 PY0045
 PY0045                          STATION RECOVERY (1987)
 PY0045
 PY0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0045'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.6 KM
 PY0045'(13.40 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY FROM
 PY0045'ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN
 PY0045'MADISON JUNCTION, THENCE 0.7 KM (0.45 MI) SOUTH ALONG A FOOT TRAIL,
 PY0045'31.3 M (102.7 FT) NORTHEAST OF GEM POOL, 6.1 M (20.0 FT) NORTH OF A
 PY0045'SMALL HOT SPRING, AND 6.1 M (20.0 FT) WEST OF THE CENTER OF THE
 PY0045'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0224 ***********************************************************************
 MO0224  DESIGNATION -  D 100
 MO0224  PID         -  MO0224
 MO0224  STATE/COUNTY-  WY/LARAMIE
 MO0224  USGS QUAD   -  BORIE (1994)
 MO0224
 MO0224                         *CURRENT SURVEY CONTROL
 MO0224  ___________________________________________________________________
 MO0224* NAD 83(1986)-  41 03 25.     (N)    104 53 34.     (W)     SCALED    
 MO0224* NAVD 88     -      1941.725  (meters)    6370.48   (feet)  ADJUSTED  
 MO0224  ___________________________________________________________________
 MO0224  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 MO0224  DYNAMIC HT  -        1940.012 (meters)    6364.86  (feet)  COMP
 MO0224  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 MO0224
 MO0224  VERT ORDER  -  FIRST     CLASS II
 MO0224
 MO0224.The horizontal coordinates were scaled from a topographic map and have
 MO0224.an estimated accuracy of +/- 6 seconds.
 MO0224
 MO0224.The orthometric height was determined by differential leveling
 MO0224.and adjusted by the National Geodetic Survey in June 1991..
 MO0224
 MO0224.The geoid height was determined by GEOID03.
 MO0224
 MO0224.The dynamic height is computed by dividing the NAVD 88
 MO0224.geopotential number by the normal gravity value computed on the
 MO0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0224.degrees latitude (g = 980.6199 gals.).
 MO0224
 MO0224.The modeled gravity was interpolated from observed gravity values.
 MO0224
 MO0224;                    North         East    Units  Estimated Accuracy
 MO0224;SPC WY E     -    61,880.      223,020.      MT  (+/- 180 meters Scaled)
 MO0224
 MO0224                          SUPERSEDED SURVEY CONTROL
 MO0224
 MO0224  NGVD 29 (??/??/92) 1940.675  (m)         6367.03   (f) ADJ UNCH    1 2
 MO0224
 MO0224.Superseded values are not recommended for survey control.
 MO0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0224.See file dsdata.txt to determine how the superseded data were derived.
 MO0224
 MO0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF090450(NAD 83)
 MO0224_MARKER: DB = BENCH MARK DISK
 MO0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0224_STAMPING: D 100 1956
 MO0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0224+STABILITY: SURFACE MOTION
 MO0224
 MO0224  HISTORY     - Date     Condition        Report By
 MO0224  HISTORY     - 1956     MONUMENTED       CGS
 MO0224
 MO0224                          STATION DESCRIPTION
 MO0224
 MO0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0224'7.8 MI SW FROM CHEYENNE.
 MO0224'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0224'STATION AT CHEYENNE, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 MO0224'ROAD, THENCE 3.75 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD,
 MO0224'0.2 MILE NORTH OF THE SECTION FOREMANS HOUSE AT SPEER, 53.6 FEET
 MO0224'EAST OF THE 8TH POLE NORTH OF MIELPOST 98, 84 FEET EAST OF THE
 MO0224'EAST RAIL, 1.8 FEET EAST OF A FENCE, 2.3 FEET NORTH OF A WITNESS
 MO0224'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 MO0224'ABOVE THE GROUND, IN SECTION 33, TOWNSHIP 13 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0634 ***********************************************************************
 MO0634  DESIGNATION -  D 101
 MO0634  PID         -  MO0634
 MO0634  STATE/COUNTY-  WY/ALBANY
 MO0634  USGS QUAD   -  MILLER (1978)
 MO0634
 MO0634                         *CURRENT SURVEY CONTROL
 MO0634  ___________________________________________________________________
 MO0634* NAD 83(1986)-  41 19 01.     (N)    105 47 58.     (W)     SCALED    
 MO0634* NAVD 88     -      2253.329  (meters)    7392.80   (feet)  ADJUSTED  
 MO0634  ___________________________________________________________________
 MO0634  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 MO0634  DYNAMIC HT  -        2251.342 (meters)    7386.28  (feet)  COMP
 MO0634  MODELED GRAV-     979,660.0   (mgal)                       NAVD 88
 MO0634
 MO0634  VERT ORDER  -  FIRST     CLASS II
 MO0634
 MO0634.The horizontal coordinates were scaled from a topographic map and have
 MO0634.an estimated accuracy of +/- 6 seconds.
 MO0634
 MO0634.The orthometric height was determined by differential leveling
 MO0634.and adjusted by the National Geodetic Survey in June 1991..
 MO0634
 MO0634.The geoid height was determined by GEOID03.
 MO0634
 MO0634.The dynamic height is computed by dividing the NAVD 88
 MO0634.geopotential number by the normal gravity value computed on the
 MO0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0634.degrees latitude (g = 980.6199 gals.).
 MO0634
 MO0634.The modeled gravity was interpolated from observed gravity values.
 MO0634
 MO0634;                    North         East    Units  Estimated Accuracy
 MO0634;SPC WY E     -    90,910.      147,020.      MT  (+/- 180 meters Scaled)
 MO0634
 MO0634                          SUPERSEDED SURVEY CONTROL
 MO0634
 MO0634  NGVD 29 (??/??/92) 2252.243  (m)         7389.23   (f) ADJ UNCH    1 2
 MO0634
 MO0634.Superseded values are not recommended for survey control.
 MO0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0634.See file dsdata.txt to determine how the superseded data were derived.
 MO0634
 MO0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF330742(NAD 83)
 MO0634_MARKER: DB = BENCH MARK DISK
 MO0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0634_STAMPING: D 101 1956
 MO0634_MARK LOGO: CGS   
 MO0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0634+STABILITY: SURFACE MOTION
 MO0634
 MO0634  HISTORY     - Date     Condition        Report By
 MO0634  HISTORY     - 1956     MONUMENTED       CGS
 MO0634  HISTORY     - 19990824 GOOD             WYDT
 MO0634
 MO0634                          STATION DESCRIPTION
 MO0634
 MO0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0634'11.1 MI W FROM LARAMIE.
 MO0634'11.1 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0634'RAILROAD FROM THE STATION AT LARAMIE, 32.7 FEET NORTH OF THE
 MO0634'NORTH RAIL, 9.2 FEET NORTHEAST OF MILEPOST 11, 3 FEET EAST OF A
 MO0634'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MO0634'FOOT ABOVE THE GROUND, IN SECTION 34, TOWNSHIP 16 NORTH, RANGE
 MO0634'75 WEST.
 MO0634
 MO0634                          STATION RECOVERY (1999)
 MO0634
 MO0634'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0634'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0634'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MO0634'GOOD CONDITION.  THE RAILROAD TRACKS ARE BEING REMOVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0083 ***********************************************************************
 MP0083  DESIGNATION -  D 102
 MP0083  PID         -  MP0083
 MP0083  STATE/COUNTY-  WY/ALBANY
 MP0083  USGS QUAD   -  LAKE OWEN (1992)
 MP0083
 MP0083                         *CURRENT SURVEY CONTROL
 MP0083  ___________________________________________________________________
 MP0083* NAD 83(1986)-  41 08 08.     (N)    106 06 21.     (W)     SCALED    
 MP0083* NAVD 88     -      2729.822  (meters)    8956.09   (feet)  ADJUSTED  
 MP0083  ___________________________________________________________________
 MP0083  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 MP0083  DYNAMIC HT  -        2727.176 (meters)    8947.41  (feet)  COMP
 MP0083  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 MP0083
 MP0083  VERT ORDER  -  FIRST     CLASS II
 MP0083
 MP0083.The horizontal coordinates were scaled from a topographic map and have
 MP0083.an estimated accuracy of +/- 6 seconds.
 MP0083
 MP0083.The orthometric height was determined by differential leveling
 MP0083.and adjusted by the National Geodetic Survey in June 1991..
 MP0083
 MP0083.The geoid height was determined by GEOID03.
 MP0083
 MP0083.The dynamic height is computed by dividing the NAVD 88
 MP0083.geopotential number by the normal gravity value computed on the
 MP0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0083.degrees latitude (g = 980.6199 gals.).
 MP0083
 MP0083.The modeled gravity was interpolated from observed gravity values.
 MP0083
 MP0083;                    North         East    Units  Estimated Accuracy
 MP0083;SPC WY E     -    71,000.      121,150.      MT  (+/- 180 meters Scaled)
 MP0083
 MP0083                          SUPERSEDED SURVEY CONTROL
 MP0083
 MP0083  NGVD 29 (??/??/92) 2728.563  (m)         8951.96   (f) ADJ UNCH    1 2
 MP0083
 MP0083.Superseded values are not recommended for survey control.
 MP0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0083.See file dsdata.txt to determine how the superseded data were derived.
 MP0083
 MP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF071543(NAD 83)
 MP0083_MARKER: DB = BENCH MARK DISK
 MP0083_SETTING: 66 = SET IN ROCK OUTCROP
 MP0083_SP_SET: GRANITE ROCK
 MP0083_STAMPING: D 102 1956
 MP0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0083+STABILITY: POSITION/ELEVATION WELL
 MP0083
 MP0083  HISTORY     - Date     Condition        Report By
 MP0083  HISTORY     - 1956     MONUMENTED       CGS
 MP0083
 MP0083                          STATION DESCRIPTION
 MP0083
 MP0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0083'6.2 MI N FROM FOXPARK.
 MP0083'6.2 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0083'RAILROAD FROM THE STATION AT FOXPARK, 10 POLES SOUTH OF MILEPOST 48,
 MP0083'39.4 FEET NORTHEAST OF THE EAST CORNER OF A CATTLE GUARD, 46 FEET
 MP0083'SOUTHWEST OF THE CENTER OF A TRACK ROAD CROSSING, 10 FEET SOUTHEAST OF
 MP0083'THE SOUTHEAST RAIL, 16 FEET NORTHWEST OF THE CENTER LINE OF A TRACK
 MP0083'ROAD, SET IN THE TOP OF A FLAT GRANITE ROCK, IN SECTION 36, TOWNSHIP
 MP0083'14 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0121 ***********************************************************************
 MQ0121  DESIGNATION -  D 103
 MQ0121  PID         -  MQ0121
 MQ0121  STATE/COUNTY-  WY/SWEETWATER
 MQ0121  USGS QUAD   -  NORTH BAXTER (1978)
 MQ0121
 MQ0121                         *CURRENT SURVEY CONTROL
 MQ0121  ___________________________________________________________________
 MQ0121* NAD 83(1986)-  41 37 41.     (N)    109 03 27.     (W)     SCALED    
 MQ0121* NAVD 88     -      1929.942  (meters)    6331.82   (feet)  ADJUSTED  
 MQ0121  ___________________________________________________________________
 MQ0121  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 MQ0121  DYNAMIC HT  -        1928.342 (meters)    6326.57  (feet)  COMP
 MQ0121  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 MQ0121
 MQ0121  VERT ORDER  -  FIRST     CLASS II
 MQ0121
 MQ0121.The horizontal coordinates were scaled from a topographic map and have
 MQ0121.an estimated accuracy of +/- 6 seconds.
 MQ0121
 MQ0121.The orthometric height was determined by differential leveling
 MQ0121.and adjusted by the National Geodetic Survey in June 1991..
 MQ0121
 MQ0121.The geoid height was determined by GEOID03.
 MQ0121
 MQ0121.The dynamic height is computed by dividing the NAVD 88
 MQ0121.geopotential number by the normal gravity value computed on the
 MQ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0121.degrees latitude (g = 980.6199 gals.).
 MQ0121
 MQ0121.The modeled gravity was interpolated from observed gravity values.
 MQ0121
 MQ0121;                    North         East    Units  Estimated Accuracy
 MQ0121;SPC WYWC     -   125,310.      574,380.      MT  (+/- 180 meters Scaled)
 MQ0121
 MQ0121                          SUPERSEDED SURVEY CONTROL
 MQ0121
 MQ0121  NGVD 29 (06/08/92) 1928.675  (m)         6327.66   (f) ADJUSTED    1 2
 MQ0121
 MQ0121.Superseded values are not recommended for survey control.
 MQ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0121.See file dsdata.txt to determine how the superseded data were derived.
 MQ0121
 MQ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM618103(NAD 83)
 MQ0121_MARKER: DB = BENCH MARK DISK
 MQ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0121_STAMPING: D 103 1956
 MQ0121_MARK LOGO: CGS   
 MQ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0121+STABILITY: SURFACE MOTION
 MQ0121
 MQ0121  HISTORY     - Date     Condition        Report By
 MQ0121  HISTORY     - 1956     MONUMENTED       CGS
 MQ0121  HISTORY     - 1983     GOOD             NGS
 MQ0121
 MQ0121                          STATION DESCRIPTION
 MQ0121
 MQ0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0121'9.2 MI E FROM ROCK SPRINGS.
 MQ0121'9.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0121'ROCK SPRINGS, 8 POLES EAST OF MILEPOST 793, 85.5 FEET NORTH OF THE
 MQ0121'NORTH RAIL OF THE NORTH TRACK, 28.5 FEET NORTHEAST OF A TELEPHONE
 MQ0121'POLE, 2 FEET NORTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN
 MQ0121'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 MQ0121'IN THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 19 NORTH, RANGE 103 WEST.
 MQ0121
 MQ0121                          STATION RECOVERY (1983)
 MQ0121
 MQ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0008 ***********************************************************************
 NQ0008  DESIGNATION -  D 104
 NQ0008  PID         -  NQ0008
 NQ0008  STATE/COUNTY-  WY/NIOBRARA
 NQ0008  USGS QUAD   -  VAN TASSELL (1977)
 NQ0008
 NQ0008                         *CURRENT SURVEY CONTROL
 NQ0008  ___________________________________________________________________
 NQ0008* NAD 83(1986)-  42 39 54.     (N)    104 06 09.     (W)     SCALED    
 NQ0008* NAVD 88     -      1442.294  (meters)    4731.93   (feet)  ADJUSTED  
 NQ0008  ___________________________________________________________________
 NQ0008  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 NQ0008  DYNAMIC HT  -        1441.449 (meters)    4729.15  (feet)  COMP
 NQ0008  MODELED GRAV-     979,983.8   (mgal)                       NAVD 88
 NQ0008
 NQ0008  VERT ORDER  -  FIRST     CLASS II
 NQ0008
 NQ0008.The horizontal coordinates were scaled from a topographic map and have
 NQ0008.an estimated accuracy of +/- 6 seconds.
 NQ0008
 NQ0008.The orthometric height was determined by differential leveling
 NQ0008.and adjusted by the National Geodetic Survey in June 1991..
 NQ0008
 NQ0008.Photographs are available for this station.
 NQ0008
 NQ0008.The geoid height was determined by GEOID03.
 NQ0008
 NQ0008.The dynamic height is computed by dividing the NAVD 88
 NQ0008.geopotential number by the normal gravity value computed on the
 NQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0008.degrees latitude (g = 980.6199 gals.).
 NQ0008
 NQ0008.The modeled gravity was interpolated from observed gravity values.
 NQ0008
 NQ0008;                    North         East    Units  Estimated Accuracy
 NQ0008;SPC WY E     -   240,990.      287,240.      MT  (+/- 180 meters Scaled)
 NQ0008
 NQ0008                          SUPERSEDED SURVEY CONTROL
 NQ0008
 NQ0008  NGVD 29 (??/??/92) 1441.597  (m)         4729.64   (f) ADJ UNCH    1 2
 NQ0008
 NQ0008.Superseded values are not recommended for survey control.
 NQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0008.See file dsdata.txt to determine how the superseded data were derived.
 NQ0008
 NQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH735240(NAD 83)
 NQ0008_MARKER: DB = BENCH MARK DISK
 NQ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0008_STAMPING: D 104 1954
 NQ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0008+STABILITY: SURFACE MOTION
 NQ0008
 NQ0008  HISTORY     - Date     Condition        Report By
 NQ0008  HISTORY     - 1954     MONUMENTED       CGS
 NQ0008  HISTORY     - 1974     POOR             USGS
 NQ0008
 NQ0008                          STATION DESCRIPTION
 NQ0008
 NQ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0008'0.6 MI W FROM VAN TASSELL.
 NQ0008'0.6 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0008'THE STATION AT VAN TASSELL, 106 FEET SOUTHWEST OF MILEPOST 472,
 NQ0008'90 FEET SOUTH OF THE SOUTH RAIL, 91 FEET SOUTH OF THE SOUTHEAST
 NQ0008'CORNER OF A TRESTLE, 2 FEET NORTH OF A FENCE, 3 FEET EAST OF
 NQ0008'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0008'0.4 FOOT ABOVE THE GROUND.  IN SECTION 17, TOWNSHIP 31 NORTH,
 NQ0008'RANGE 60 WEST.
 NQ0008
 NQ0008                          STATION RECOVERY (1974)
 NQ0008
 NQ0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NQ0008'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0208 ***********************************************************************
 NQ0208  DESIGNATION -  D 105
 NQ0208  PID         -  NQ0208
 NQ0208  STATE/COUNTY-  WY/NIOBRARA
 NQ0208  USGS QUAD   -  BILLS CREEK (1981)
 NQ0208
 NQ0208                         *CURRENT SURVEY CONTROL
 NQ0208  ___________________________________________________________________
 NQ0208* NAD 83(1986)-  42 46 04.     (N)    104 42 13.     (W)     SCALED    
 NQ0208* NAVD 88     -      1630.066  (meters)    5347.97   (feet)  ADJUSTED  
 NQ0208  ___________________________________________________________________
 NQ0208  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 NQ0208  DYNAMIC HT  -        1629.096 (meters)    5344.79  (feet)  COMP
 NQ0208  MODELED GRAV-     979,967.0   (mgal)                       NAVD 88
 NQ0208
 NQ0208  VERT ORDER  -  FIRST     CLASS II
 NQ0208
 NQ0208.The horizontal coordinates were scaled from a topographic map and have
 NQ0208.an estimated accuracy of +/- 6 seconds.
 NQ0208
 NQ0208.The orthometric height was determined by differential leveling
 NQ0208.and adjusted by the National Geodetic Survey in June 1991..
 NQ0208
 NQ0208.The geoid height was determined by GEOID03.
 NQ0208
 NQ0208.The dynamic height is computed by dividing the NAVD 88
 NQ0208.geopotential number by the normal gravity value computed on the
 NQ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0208.degrees latitude (g = 980.6199 gals.).
 NQ0208
 NQ0208.The modeled gravity was interpolated from observed gravity values.
 NQ0208
 NQ0208;                    North         East    Units  Estimated Accuracy
 NQ0208;SPC WY E     -   251,960.      237,900.      MT  (+/- 180 meters Scaled)
 NQ0208
 NQ0208                          SUPERSEDED SURVEY CONTROL
 NQ0208
 NQ0208  NGVD 29 (??/??/92) 1629.292  (m)         5345.44   (f) ADJ UNCH    1 2
 NQ0208
 NQ0208.Superseded values are not recommended for survey control.
 NQ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0208.See file dsdata.txt to determine how the superseded data were derived.
 NQ0208
 NQ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH242350(NAD 83)
 NQ0208_MARKER: DB = BENCH MARK DISK
 NQ0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0208_STAMPING: D 105 1954
 NQ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0208+STABILITY: SURFACE MOTION
 NQ0208
 NQ0208  HISTORY     - Date     Condition        Report By
 NQ0208  HISTORY     - 1957     MONUMENTED       CGS
 NQ0208
 NQ0208                          STATION DESCRIPTION
 NQ0208
 NQ0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NQ0208'4.7 MI W FROM MANVILLE.
 NQ0208'4.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0208'FROM THE STATION AT MANVILLE, AT THE EAST END OF A LONG FILL,
 NQ0208'AT THE WEST END OF A CUT, 40 FEET SOUTH OF THE SOUTH RAIL, 11
 NQ0208'FEET EAST OF THE 10TH POLE EAST OF MILEPOST 505, 2 FEET WEST OF A
 NQ0208'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0208'0.4 FOOT ABOVE THE GROUND.  IN THE SOUTHEAST 1/4 OF SECTION
 NQ0208'6, TOWNSHIP 32 NORTH, RANGE 65 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0160 ***********************************************************************
 MO0160  DESIGNATION -  D 108
 MO0160  PID         -  MO0160
 MO0160  STATE/COUNTY-  WY/LARAMIE
 MO0160  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO0160
 MO0160                         *CURRENT SURVEY CONTROL
 MO0160  ___________________________________________________________________
 MO0160* NAD 83(1986)-  41 10 18.     (N)    104 53 44.     (W)     SCALED    
 MO0160* NAVD 88     -      1897.669  (meters)    6225.94   (feet)  ADJUSTED  
 MO0160  ___________________________________________________________________
 MO0160  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 MO0160  DYNAMIC HT  -        1896.004 (meters)    6220.47  (feet)  COMP
 MO0160  MODELED GRAV-     979,679.0   (mgal)                       NAVD 88
 MO0160
 MO0160  VERT ORDER  -  FIRST     CLASS II
 MO0160
 MO0160.The horizontal coordinates were scaled from a topographic map and have
 MO0160.an estimated accuracy of +/- 6 seconds.
 MO0160
 MO0160.The orthometric height was determined by differential leveling
 MO0160.and adjusted by the National Geodetic Survey in June 1991..
 MO0160
 MO0160.The geoid height was determined by GEOID03.
 MO0160
 MO0160.The dynamic height is computed by dividing the NAVD 88
 MO0160.geopotential number by the normal gravity value computed on the
 MO0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0160.degrees latitude (g = 980.6199 gals.).
 MO0160
 MO0160.The modeled gravity was interpolated from observed gravity values.
 MO0160
 MO0160;                    North         East    Units  Estimated Accuracy
 MO0160;SPC WY E     -    74,620.      222,750.      MT  (+/- 180 meters Scaled)
 MO0160
 MO0160                          SUPERSEDED SURVEY CONTROL
 MO0160
 MO0160  NGVD 29 (??/??/92) 1896.631  (m)         6222.53   (f) ADJ UNCH    1 2
 MO0160
 MO0160.Superseded values are not recommended for survey control.
 MO0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0160.See file dsdata.txt to determine how the superseded data were derived.
 MO0160
 MO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF087578(NAD 83)
 MO0160_MARKER: DB = BENCH MARK DISK
 MO0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0160_STAMPING: D 108 1954
 MO0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0160+STABILITY: SURFACE MOTION
 MO0160
 MO0160  HISTORY     - Date     Condition        Report By
 MO0160  HISTORY     - 1954     MONUMENTED       CGS
 MO0160  HISTORY     - 1974     GOOD             LOCENG
 MO0160  HISTORY     - 1984     GOOD             DMA
 MO0160
 MO0160                          STATION DESCRIPTION
 MO0160
 MO0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0160'5.1 MI NW FROM CHEYENNE.
 MO0160'0.6 MILES SOUTHWEST ALONG WEST 25TH STREET FORM THE STATE CAPITOL
 MO0160'BUILDING AT CHEYENNE, THENCE 4.5 MILES NORTHWEST ALONG THE
 MO0160'COLORADO AND SOUTHERN RAILROAD.  80 FEET SOUTH OF THE CENTER LINE
 MO0160'OF A GRAVELED ROAD, 61.8 FEET NORTH OF THE NORTH RAIL, 38.6
 MO0160'FEET SOUTH OF A TELEPHONE POLE, 2.6 FEET WEST OF A WITNESS POST,
 MO0160'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MO0160'THE GROUND.
 MO0160
 MO0160                          STATION RECOVERY (1974)
 MO0160
 MO0160'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MO0160'RECOVERED IN GOOD CONDITION.
 MO0160
 MO0160                          STATION RECOVERY (1984)
 MO0160
 MO0160'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0667 ***********************************************************************
 NT0667  DESIGNATION -  D 11
 NT0667  PID         -  NT0667
 NT0667  STATE/COUNTY-  WY/SWEETWATER
 NT0667  USGS QUAD   -  FONTENELLE RESERVOIR SE (1978)
 NT0667
 NT0667                         *CURRENT SURVEY CONTROL
 NT0667  ___________________________________________________________________
 NT0667* NAD 83(1986)-  42 01 50.     (N)    110 03 04.     (W)     SCALED    
 NT0667* NAVD 88     -      1995.584  (meters)    6547.18   (feet)  ADJUSTED  
 NT0667  ___________________________________________________________________
 NT0667  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 NT0667  DYNAMIC HT  -        1993.928 (meters)    6541.75  (feet)  COMP
 NT0667  MODELED GRAV-     979,721.4   (mgal)                       NAVD 88
 NT0667
 NT0667  VERT ORDER  -  THIRD
 NT0667
 NT0667.The horizontal coordinates were scaled from a topographic map and have
 NT0667.an estimated accuracy of +/- 6 seconds.
 NT0667
 NT0667.The orthometric height was determined by differential leveling
 NT0667.and adjusted by the National Geodetic Survey in December 1993..
 NT0667
 NT0667.The geoid height was determined by GEOID03.
 NT0667
 NT0667.The dynamic height is computed by dividing the NAVD 88
 NT0667.geopotential number by the normal gravity value computed on the
 NT0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0667.degrees latitude (g = 980.6199 gals.).
 NT0667
 NT0667.The modeled gravity was interpolated from observed gravity values.
 NT0667
 NT0667;                    North         East    Units  Estimated Accuracy
 NT0667;SPC WYWC     -   170,790.      492,260.      MT  (+/- 180 meters Scaled)
 NT0667
 NT0667                          SUPERSEDED SURVEY CONTROL
 NT0667
 NT0667  NGVD 29 (??/??/92) 1994.25   (m)         6542.8    (f) COMPUTED    3 0
 NT0667
 NT0667.Superseded values are not recommended for survey control.
 NT0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0667.See file dsdata.txt to determine how the superseded data were derived.
 NT0667
 NT0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM785536(NAD 83)
 NT0667_MARKER: DB = BENCH MARK DISK
 NT0667_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NT0667_SP_SET: PREFAB CONC. POST IN EARTH
 NT0667_STAMPING: D-11 6542.72 67 + 00
 NT0667_MARK LOGO: BOR   
 NT0667_MAGNETIC: I = MARKER IS A STEEL ROD
 NT0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0667+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1968
 NT0667
 NT0667  HISTORY     - Date     Condition        Report By
 NT0667  HISTORY     - UNK      MONUMENTED       BOR
 NT0667  HISTORY     - 19680625 GOOD             USGS
 NT0667
 NT0667                          STATION DESCRIPTION
 NT0667
 NT0667'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NT0667'FROM A ROAD JUNCTTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NT0667'3.7 MILES EAST AND NORTH OF A ROAD JUNCTION ALONG COUNTY ROAD
 NT0667'CROSSING GREEN RIVER, THENCE 1.0 MILE NORTH ALONG COUNTY LINE ROAD
 NT0667'(BLM ROAD NUMBER 4240.5) TO A TRAIL CROSSING, THENCE 0.3 MILES
 NT0667'NORTHWEST ALONG A ROAD TO FONTENELLE RESERVOIR, NEAR THE CENTER OF
 NT0667'SECTION 30/TOWNSHIP 24 NORTH/RANGE 111 WEST, APPROXIMATELY 200 FEET
 NT0667'NORTH OF THE ROAD AND IN LINE WITH A DAM AXIS, PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0343 ***********************************************************************
 MO0343  DESIGNATION -  D 110
 MO0343  PID         -  MO0343
 MO0343  STATE/COUNTY-  WY/PLATTE
 MO0343  USGS QUAD   -  MC DONALD RANCH (1976)
 MO0343
 MO0343                         *CURRENT SURVEY CONTROL
 MO0343  ___________________________________________________________________
 MO0343* NAD 83(1986)-  41 39 23.     (N)    105 02 17.     (W)     SCALED    
 MO0343* NAVD 88     -      1756.332  (meters)    5762.23   (feet)  ADJUSTED  
 MO0343  ___________________________________________________________________
 MO0343  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 MO0343  DYNAMIC HT  -        1754.950 (meters)    5757.70  (feet)  COMP
 MO0343  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 MO0343
 MO0343  VERT ORDER  -  FIRST     CLASS II
 MO0343
 MO0343.The horizontal coordinates were scaled from a topographic map and have
 MO0343.an estimated accuracy of +/- 6 seconds.
 MO0343
 MO0343.The orthometric height was determined by differential leveling
 MO0343.and adjusted by the National Geodetic Survey in June 1991..
 MO0343
 MO0343.The geoid height was determined by GEOID03.
 MO0343
 MO0343.The dynamic height is computed by dividing the NAVD 88
 MO0343.geopotential number by the normal gravity value computed on the
 MO0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0343.degrees latitude (g = 980.6199 gals.).
 MO0343
 MO0343.The modeled gravity was interpolated from observed gravity values.
 MO0343
 MO0343;                    North         East    Units  Estimated Accuracy
 MO0343;SPC WY E     -   128,420.      210,710.      MT  (+/- 180 meters Scaled)
 MO0343
 MO0343                          SUPERSEDED SURVEY CONTROL
 MO0343
 MO0343  NGVD 29 (??/??/92) 1755.368  (m)         5759.07   (f) ADJ UNCH    1 2
 MO0343
 MO0343.Superseded values are not recommended for survey control.
 MO0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0343.See file dsdata.txt to determine how the superseded data were derived.
 MO0343
 MO0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG968116(NAD 83)
 MO0343_MARKER: DB = BENCH MARK DISK
 MO0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0343_SP_SET: BRIDGE PIER
 MO0343_STAMPING: D 110 1954
 MO0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0343
 MO0343  HISTORY     - Date     Condition        Report By
 MO0343  HISTORY     - 1954     MONUMENTED       CGS
 MO0343
 MO0343                          STATION DESCRIPTION
 MO0343
 MO0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0343'12.8 MI NE FROM FARTHING.
 MO0343'12.85 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0343'FROM THE STATION AT FARTHING, AT MC DONALD CROSSING, 50 FEET
 MO0343'WEST OF THE CENTER LINE OF A DIRT ROAD, 6 FEET SOUTHEAST OF THE
 MO0343'SOUTHEAST RAIL, 6 FEET BELOW THE TOP OF THE RAILS, AT THE PLATTE
 MO0343'AND LARAMIE COUNTY LINE, SET IN THE TOP OF THE SOUTHEAST END OF
 MO0343'THE NORTHEAST CONCRETE PIER OF BRIDGE 175.28 OVER CHUGWATER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0272 ***********************************************************************
 MO0272  DESIGNATION -  D 111
 MO0272  PID         -  MO0272
 MO0272  STATE/COUNTY-  WY/PLATTE
 MO0272  USGS QUAD   -  BORDEAUX (1990)
 MO0272
 MO0272                         *CURRENT SURVEY CONTROL
 MO0272  ___________________________________________________________________
 MO0272* NAD 83(1986)-  41 55 05.     (N)    104 50 00.     (W)     SCALED    
 MO0272* NAVD 88     -      1493.098  (meters)    4898.61   (feet)  ADJUSTED  
 MO0272  ___________________________________________________________________
 MO0272  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 MO0272  DYNAMIC HT  -        1492.072 (meters)    4895.24  (feet)  COMP
 MO0272  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 MO0272
 MO0272  VERT ORDER  -  FIRST     CLASS II
 MO0272
 MO0272.The horizontal coordinates were scaled from a topographic map and have
 MO0272.an estimated accuracy of +/- 6 seconds.
 MO0272
 MO0272.The orthometric height was determined by differential leveling
 MO0272.and adjusted by the National Geodetic Survey in June 1991..
 MO0272
 MO0272.The geoid height was determined by GEOID03.
 MO0272
 MO0272.The dynamic height is computed by dividing the NAVD 88
 MO0272.geopotential number by the normal gravity value computed on the
 MO0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0272.degrees latitude (g = 980.6199 gals.).
 MO0272
 MO0272.The modeled gravity was interpolated from observed gravity values.
 MO0272
 MO0272;                    North         East    Units  Estimated Accuracy
 MO0272;SPC WY E     -   157,530.      227,650.      MT  (+/- 180 meters Scaled)
 MO0272
 MO0272                          SUPERSEDED SURVEY CONTROL
 MO0272
 MO0272  NGVD 29 (??/??/92) 1492.261  (m)         4895.86   (f) ADJ UNCH    1 2
 MO0272
 MO0272.Superseded values are not recommended for survey control.
 MO0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0272.See file dsdata.txt to determine how the superseded data were derived.
 MO0272
 MO0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG138406(NAD 83)
 MO0272_MARKER: DB = BENCH MARK DISK
 MO0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0272_STAMPING: D 111 1954
 MO0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0272+STABILITY: SURFACE MOTION
 MO0272
 MO0272  HISTORY     - Date     Condition        Report By
 MO0272  HISTORY     - 1954     MONUMENTED       CGS
 MO0272
 MO0272                          STATION DESCRIPTION
 MO0272
 MO0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0272'3.4 MI N FROM SLATER.
 MO0272'3.35 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0272'THE POST OFFICE AT SLATER, 67 FEET SOUTHWEST OF MILEPOST 201, 50
 MO0272'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET SOUTHWEST OF A
 MO0272'FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 MO0272'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE
 MO0272'SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0283 ***********************************************************************
 NQ0283  DESIGNATION -  D 112
 NQ0283  PID         -  NQ0283
 NQ0283  STATE/COUNTY-  WY/PLATTE
 NQ0283  USGS QUAD   -  SIBLEY PEAK (1981)
 NQ0283
 NQ0283                         *CURRENT SURVEY CONTROL
 NQ0283  ___________________________________________________________________
 NQ0283* NAD 83(1986)-  42 29 51.     (N)    105 01 39.     (W)     SCALED    
 NQ0283* NAVD 88     -      1436.370  (meters)    4712.49   (feet)  ADJUSTED  
 NQ0283  ___________________________________________________________________
 NQ0283  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 NQ0283  DYNAMIC HT  -        1435.509 (meters)    4709.67  (feet)  COMP
 NQ0283  MODELED GRAV-     979,971.3   (mgal)                       NAVD 88
 NQ0283
 NQ0283  VERT ORDER  -  FIRST     CLASS II
 NQ0283
 NQ0283.The horizontal coordinates were scaled from a topographic map and have
 NQ0283.an estimated accuracy of +/- 6 seconds.
 NQ0283
 NQ0283.The orthometric height was determined by differential leveling
 NQ0283.and adjusted by the National Geodetic Survey in June 1991..
 NQ0283
 NQ0283.The geoid height was determined by GEOID03.
 NQ0283
 NQ0283.The dynamic height is computed by dividing the NAVD 88
 NQ0283.geopotential number by the normal gravity value computed on the
 NQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0283.degrees latitude (g = 980.6199 gals.).
 NQ0283
 NQ0283.The modeled gravity was interpolated from observed gravity values.
 NQ0283
 NQ0283;                    North         East    Units  Estimated Accuracy
 NQ0283;SPC WY E     -   221,850.      211,440.      MT  (+/- 180 meters Scaled)
 NQ0283
 NQ0283                          SUPERSEDED SURVEY CONTROL
 NQ0283
 NQ0283  NGVD 29 (??/??/92) 1435.587  (m)         4709.92   (f) ADJ UNCH    1 2
 NQ0283
 NQ0283.Superseded values are not recommended for survey control.
 NQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0283.See file dsdata.txt to determine how the superseded data were derived.
 NQ0283
 NQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH977050(NAD 83)
 NQ0283_MARKER: DB = BENCH MARK DISK
 NQ0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0283_SP_SET: CONCRETE CROSS BEAM
 NQ0283_STAMPING: D 112 1956
 NQ0283_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0283
 NQ0283  HISTORY     - Date     Condition        Report By
 NQ0283  HISTORY     - 1956     MONUMENTED       CGS
 NQ0283  HISTORY     - 20000607 GOOD             USGS
 NQ0283
 NQ0283                          STATION DESCRIPTION
 NQ0283
 NQ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0283'0.4 MI SE FROM GLENDO.
 NQ0283'0.4 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0283'RAILROAD FROM THE STATION AT GLENDO, AT THE OVERPASS OF U.S.
 NQ0283'HIGHWAY 87, 66 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 NQ0283'TRACK, 4 FEET ABOVE THE TOP OF THE RAILS, BETWEEN THE TWO MOST
 NQ0283'SOUTHERLY CONCRETE PILLARS OF THE OVERPASS, SET IN THE TOP OF THE
 NQ0283'CENTER OF A CONCRETE CROSS BEAM, IN THE SOUTHWEST 1/4 OF SECTION
 NQ0283'9, TOWNSHIP 29 NORTH, RANGE 68 WEST.
 NQ0283
 NQ0283                          STATION RECOVERY (2000)
 NQ0283
 NQ0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0283'MARK FOUND IN GOOD CONDITION.  NOT SUITABLE FOR GPS-OVERPASS BLOCKS
 NQ0283'THE SKY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0100 ***********************************************************************
 NQ0100  DESIGNATION -  D 113
 NQ0100  PID         -  NQ0100
 NQ0100  STATE/COUNTY-  WY/PLATTE
 NQ0100  USGS QUAD   -  CASSA (1990)
 NQ0100
 NQ0100                         *CURRENT SURVEY CONTROL
 NQ0100  ___________________________________________________________________
 NQ0100* NAD 83(1986)-  42 28 10.     (N)    104 59 28.     (W)     SCALED    
 NQ0100* NAVD 88     -      1405.875  (meters)    4612.44   (feet)  ADJUSTED  
 NQ0100  ___________________________________________________________________
 NQ0100  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 NQ0100  DYNAMIC HT  -        1405.029 (meters)    4609.67  (feet)  COMP
 NQ0100  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 NQ0100
 NQ0100  VERT ORDER  -  FIRST     CLASS II
 NQ0100
 NQ0100.The horizontal coordinates were scaled from a topographic map and have
 NQ0100.an estimated accuracy of +/- 6 seconds.
 NQ0100
 NQ0100.The orthometric height was determined by differential leveling
 NQ0100.and adjusted by the National Geodetic Survey in June 1991..
 NQ0100
 NQ0100.The geoid height was determined by GEOID03.
 NQ0100
 NQ0100.The dynamic height is computed by dividing the NAVD 88
 NQ0100.geopotential number by the normal gravity value computed on the
 NQ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0100.degrees latitude (g = 980.6199 gals.).
 NQ0100
 NQ0100.The modeled gravity was interpolated from observed gravity values.
 NQ0100
 NQ0100;                    North         East    Units  Estimated Accuracy
 NQ0100;SPC WY E     -   218,730.      214,440.      MT  (+/- 180 meters Scaled)
 NQ0100
 NQ0100                          SUPERSEDED SURVEY CONTROL
 NQ0100
 NQ0100  NGVD 29 (??/??/92) 1405.095  (m)         4609.88   (f) ADJ UNCH    1 2
 NQ0100
 NQ0100.Superseded values are not recommended for survey control.
 NQ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0100.See file dsdata.txt to determine how the superseded data were derived.
 NQ0100
 NQ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH007019(NAD 83)
 NQ0100_MARKER: DB = BENCH MARK DISK
 NQ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0100+STABILITY: SURFACE MOTION
 NQ0100
 NQ0100  HISTORY     - Date     Condition        Report By
 NQ0100  HISTORY     - 1956     MONUMENTED       CGS
 NQ0100
 NQ0100                          STATION DESCRIPTION
 NQ0100
 NQ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0100'3.6 MI SE FROM GLENDO.
 NQ0100'3.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0100'RAILROAD FROM THE STATION AT GLENDO, 0.2 MILE EAST OF A POWER
 NQ0100'LINE CROSSING, AT THE EAST END OF A SMALL CUT, 75 FEET WEST OF
 NQ0100'THE CENTER OF A WASH, 101 FEET SOUTH OF THE SOUTH RAIL, 2.3 FEET
 NQ0100'SOUTH OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, 5 FEET ABOVE
 NQ0100'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 NQ0100'PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 22, TOWNSHIP
 NQ0100'29 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0093 ***********************************************************************
 MQ0093  DESIGNATION -  D 114
 MQ0093  PID         -  MQ0093
 MQ0093  STATE/COUNTY-  WY/SWEETWATER
 MQ0093  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0093
 MQ0093                         *CURRENT SURVEY CONTROL
 MQ0093  ___________________________________________________________________
 MQ0093* NAD 83(1986)-  41 36 50.     (N)    108 44 47.     (W)     SCALED    
 MQ0093* NAVD 88     -      1999.583  (meters)    6560.30   (feet)  ADJUSTED  
 MQ0093  ___________________________________________________________________
 MQ0093  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MQ0093  DYNAMIC HT  -        1997.881 (meters)    6554.71  (feet)  COMP
 MQ0093  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 MQ0093
 MQ0093  VERT ORDER  -  FIRST     CLASS II
 MQ0093
 MQ0093.The horizontal coordinates were scaled from a topographic map and have
 MQ0093.an estimated accuracy of +/- 6 seconds.
 MQ0093
 MQ0093.The orthometric height was determined by differential leveling
 MQ0093.and adjusted by the National Geodetic Survey in June 1991..
 MQ0093.WARNING-Repeat measurements at this control monument indicate possible
 MQ0093.vertical movement.
 MQ0093
 MQ0093.The geoid height was determined by GEOID03.
 MQ0093
 MQ0093.The dynamic height is computed by dividing the NAVD 88
 MQ0093.geopotential number by the normal gravity value computed on the
 MQ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0093.degrees latitude (g = 980.6199 gals.).
 MQ0093
 MQ0093.The modeled gravity was interpolated from observed gravity values.
 MQ0093
 MQ0093;                    North         East    Units  Estimated Accuracy
 MQ0093;SPC WYWC     -   123,700.      600,300.      MT  (+/- 180 meters Scaled)
 MQ0093
 MQ0093                          SUPERSEDED SURVEY CONTROL
 MQ0093
 MQ0093  NGVD 29 (06/08/92) 1998.305  (m)         6556.11   (f) ADJUSTED    1 2
 MQ0093
 MQ0093.Superseded values are not recommended for survey control.
 MQ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0093.See file dsdata.txt to determine how the superseded data were derived.
 MQ0093
 MQ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM877093(NAD 83)
 MQ0093_MARKER: DB = BENCH MARK DISK
 MQ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0093_STAMPING: D 114 1956
 MQ0093_MARK LOGO: CGS   
 MQ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0093+STABILITY: SURFACE MOTION
 MQ0093
 MQ0093  HISTORY     - Date     Condition        Report By
 MQ0093  HISTORY     - 1956     MONUMENTED       CGS
 MQ0093  HISTORY     - 1983     GOOD             NGS
 MQ0093
 MQ0093                          STATION DESCRIPTION
 MQ0093
 MQ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0093'5.5 MI SE FROM POINT OF ROCKS.
 MQ0093'5.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0093'SIGN AT POINT OF ROCKS, 0.45 MILE NORTHWEST OF THE SECTION FOREMANS
 MQ0093'HOUSE AT HALLVILLE, 3 POLES NORTHWEST OF A SEMAPHORE, 76 FEET
 MQ0093'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 13.3 FEET
 MQ0093'SOUTHWEST OF A FENCE, 4 FEET SOUTHEAST OF A TELEPHONE POLE, 3.5 FEET
 MQ0093'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MQ0093'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION
 MQ0093'24, TOWNSHIP 19 NORTH, RANGE 101 WEST.
 MQ0093
 MQ0093                          STATION RECOVERY (1983)
 MQ0093
 MQ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0093'RECOVERED THIS DATE.  NOTE, 4 FEET SOUTHEAST OF A TELEPHONE POLE
 MQ0093'SHOULD BE 4 FEET SOUTHEAST OF TELEPHONE POLE NUMBER E 21 AF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0027 ***********************************************************************
 MQ0027  DESIGNATION -  D 115
 MQ0027  PID         -  MQ0027
 MQ0027  STATE/COUNTY-  WY/SWEETWATER
 MQ0027  USGS QUAD   -  TABLE ROCK (1970)
 MQ0027
 MQ0027                         *CURRENT SURVEY CONTROL
 MQ0027  ___________________________________________________________________
 MQ0027* NAD 83(1986)-  41 36 12.     (N)    108 25 45.     (W)     SCALED    
 MQ0027* NAVD 88     -      2067.902  (meters)    6784.44   (feet)  ADJUSTED  
 MQ0027  ___________________________________________________________________
 MQ0027  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 MQ0027  DYNAMIC HT  -        2066.082 (meters)    6778.47  (feet)  COMP
 MQ0027  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 MQ0027
 MQ0027  VERT ORDER  -  FIRST     CLASS II
 MQ0027
 MQ0027.The horizontal coordinates were scaled from a topographic map and have
 MQ0027.an estimated accuracy of +/- 6 seconds.
 MQ0027
 MQ0027.The orthometric height was determined by differential leveling
 MQ0027.and adjusted by the National Geodetic Survey in June 1991..
 MQ0027.WARNING-Repeat measurements at this control monument indicate possible
 MQ0027.vertical movement.
 MQ0027
 MQ0027.The geoid height was determined by GEOID03.
 MQ0027
 MQ0027.The dynamic height is computed by dividing the NAVD 88
 MQ0027.geopotential number by the normal gravity value computed on the
 MQ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0027.degrees latitude (g = 980.6199 gals.).
 MQ0027
 MQ0027.The modeled gravity was interpolated from observed gravity values.
 MQ0027
 MQ0027;                    North         East    Units  Estimated Accuracy
 MQ0027;SPC WYWC     -   122,570.      626,740.      MT  (+/- 180 meters Scaled)
 MQ0027
 MQ0027                          SUPERSEDED SURVEY CONTROL
 MQ0027
 MQ0027  NGVD 29 (06/08/92) 2066.629  (m)         6780.27   (f) ADJUSTED    1 2
 MQ0027
 MQ0027.Superseded values are not recommended for survey control.
 MQ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0027.See file dsdata.txt to determine how the superseded data were derived.
 MQ0027
 MQ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM142089(NAD 83)
 MQ0027_MARKER: DB = BENCH MARK DISK
 MQ0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0027_SP_SET: ABUTMENT
 MQ0027_STAMPING: D 115 1956
 MQ0027_MARK LOGO: CGS   
 MQ0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0027
 MQ0027  HISTORY     - Date     Condition        Report By
 MQ0027  HISTORY     - 1956     MONUMENTED       CGS
 MQ0027  HISTORY     - 1983     GOOD             NGS
 MQ0027
 MQ0027                          STATION DESCRIPTION
 MQ0027
 MQ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0027'2.3 MI W FROM TABLE ROCK.
 MQ0027'2.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0027'TABLE ROCK, 1 POLE EAST OF MILEPOST 749, 7.7 FEET NORTH OF THE NORTH
 MQ0027'RAIL OF THE NORTH TRACK, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 MQ0027'TOP OF THE NORTH END OF THE WEST ABUTMENT OF A BRIDGE, IN SECTION 27,
 MQ0027'TOWNSHIP 19 NORTH, RANGE 98 WEST.
 MQ0027
 MQ0027                          STATION RECOVERY (1983)
 MQ0027
 MQ0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0264 ***********************************************************************
 MP0264  DESIGNATION -  D 116
 MP0264  PID         -  MP0264
 MP0264  STATE/COUNTY-  WY/CARBON
 MP0264  USGS QUAD   -  RAWLINS PEAK SW (1983)
 MP0264
 MP0264                         *CURRENT SURVEY CONTROL
 MP0264  ___________________________________________________________________
 MP0264* NAD 83(1986)-  41 46 28.     (N)    107 24 25.     (W)     SCALED    
 MP0264* NAVD 88     -      2092.873  (meters)    6866.37   (feet)  POSTED    
 MP0264  ___________________________________________________________________
 MP0264  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 MP0264  DYNAMIC HT  -        2091.040 (meters)    6860.35  (feet)  COMP
 MP0264  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 MP0264
 MP0264  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MP0264
 MP0264.The horizontal coordinates were scaled from a topographic map and have
 MP0264.an estimated accuracy of +/- 6 seconds.
 MP0264
 MP0264.The orthometric height was determined by differential leveling
 MP0264.and adjusted by the National Geodetic Survey in 1992..
 MP0264.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MP0264.rate of 2.1 thru 3.0 mm/km.
 MP0264
 MP0264.The geoid height was determined by GEOID03.
 MP0264
 MP0264.The dynamic height is computed by dividing the NAVD 88
 MP0264.geopotential number by the normal gravity value computed on the
 MP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0264.degrees latitude (g = 980.6199 gals.).
 MP0264
 MP0264.The modeled gravity was interpolated from observed gravity values.
 MP0264
 MP0264;                    North         East    Units  Estimated Accuracy
 MP0264;SPC WYEC     -   241,530.      393,880.      MT  (+/- 180 meters Scaled)
 MP0264
 MP0264                          SUPERSEDED SURVEY CONTROL
 MP0264
 MP0264  NGVD 29 (??/??/92) 2091.620  (m)         6862.26   (f) ADJ UNCH    1 2
 MP0264
 MP0264.Superseded values are not recommended for survey control.
 MP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0264.See file dsdata.txt to determine how the superseded data were derived.
 MP0264
 MP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG999275(NAD 83)
 MP0264_MARKER: DB = BENCH MARK DISK
 MP0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0264_STAMPING: D 116 1956
 MP0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0264+STABILITY: SURFACE MOTION
 MP0264
 MP0264  HISTORY     - Date     Condition        Report By
 MP0264  HISTORY     - 1956     MONUMENTED       CGS
 MP0264  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0264
 MP0264                          STATION DESCRIPTION
 MP0264
 MP0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0264'9.3 MI W FROM RAWLINS.
 MP0264'9.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0264'RAWLINS, AT THE NORTHEAST END OF A LONG FILL, 19.7 FEET NORTHWEST OF
 MP0264'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 9.3 FEET NORTHWEST OF THE
 MP0264'NORTH CORNER OF A BATTERY BOX, 6 FEET EAST OF A TELEPHONE POLE, 6 FEET
 MP0264'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0264'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 24, TOWNSHIP 21 NORTH,
 MP0264'RANGE 89 WEST.
 MP0264
 MP0264                          STATION RECOVERY (1983)
 MP0264
 MP0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0375 ***********************************************************************
 MP0375  DESIGNATION -  D 117
 MP0375  PID         -  MP0375
 MP0375  STATE/COUNTY-  WY/SWEETWATER
 MP0375  USGS QUAD   -  CRESTON (1981)
 MP0375
 MP0375                         *CURRENT SURVEY CONTROL
 MP0375  ___________________________________________________________________
 MP0375* NAD 83(1986)-  41 41 19.     (N)    107 47 22.     (W)     SCALED    
 MP0375* NAVD 88     -      2145.549  (meters)    7039.19   (feet)  ADJUSTED  
 MP0375  ___________________________________________________________________
 MP0375  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MP0375  DYNAMIC HT  -        2143.621 (meters)    7032.86  (feet)  COMP
 MP0375  MODELED GRAV-     979,647.7   (mgal)                       NAVD 88
 MP0375
 MP0375  VERT ORDER  -  FIRST     CLASS II
 MP0375
 MP0375.The horizontal coordinates were scaled from a topographic map and have
 MP0375.an estimated accuracy of +/- 6 seconds.
 MP0375
 MP0375.The orthometric height was determined by differential leveling
 MP0375.and adjusted by the National Geodetic Survey in June 1991..
 MP0375
 MP0375.The geoid height was determined by GEOID03.
 MP0375
 MP0375.The dynamic height is computed by dividing the NAVD 88
 MP0375.geopotential number by the normal gravity value computed on the
 MP0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0375.degrees latitude (g = 980.6199 gals.).
 MP0375
 MP0375.The modeled gravity was interpolated from observed gravity values.
 MP0375
 MP0375;                    North         East    Units  Estimated Accuracy
 MP0375;SPC WYWC     -   132,440.      679,970.      MT  (+/- 180 meters Scaled)
 MP0375
 MP0375                          SUPERSEDED SURVEY CONTROL
 MP0375
 MP0375  NGVD 29 (??/??/92) 2144.204  (m)         7034.78   (f) ADJ UNCH    1 2
 MP0375
 MP0375.Superseded values are not recommended for survey control.
 MP0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0375.See file dsdata.txt to determine how the superseded data were derived.
 MP0375
 MP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG678189(NAD 83)
 MP0375_MARKER: DB = BENCH MARK DISK
 MP0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0375_SP_SET: CULVERT
 MP0375_STAMPING: D 117 1956
 MP0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0375
 MP0375  HISTORY     - Date     Condition        Report By
 MP0375  HISTORY     - 1956     MONUMENTED       CGS
 MP0375  HISTORY     - 1966     MARK NOT FOUND   USGS
 MP0375  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0375
 MP0375                          STATION DESCRIPTION
 MP0375
 MP0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0375'2.1 MI W FROM CRESTON.
 MP0375'2.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MP0375'AT CRESTON, 2 POLES NORTHEAST OF MILEPOST 714, 11.7 FEET NORTHWEST OF
 MP0375'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 3 FEET BELOW THE TOP OF THE
 MP0375'RAILS, SET IN THE TOP OF THE WEST WINGWALL OF A 36 INCH STEEL PIPE
 MP0375'CULVERT, IN SECTION20, TOWNSHIP 20 NORTH, RANGE 92 WEST.
 MP0375
 MP0375                          STATION RECOVERY (1966)
 MP0375
 MP0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MP0375'MARK NOT FOUND.
 MP0375
 MP0375                          STATION RECOVERY (1983)
 MP0375
 MP0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0005 ***********************************************************************
 MQ0005  DESIGNATION -  D 118
 MQ0005  PID         -  MQ0005
 MQ0005  STATE/COUNTY-  WY/SWEETWATER
 MQ0005  USGS QUAD   -  RED DESERT (1970)
 MQ0005
 MQ0005                         *CURRENT SURVEY CONTROL
 MQ0005  ___________________________________________________________________
 MQ0005* NAD 83(1986)-  41 39 15.     (N)    108 04 49.     (W)     SCALED    
 MQ0005* NAVD 88     -      2044.281  (meters)    6706.95   (feet)  ADJUSTED  
 MQ0005  ___________________________________________________________________
 MQ0005  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0005  DYNAMIC HT  -        2042.486 (meters)    6701.06  (feet)  COMP
 MQ0005  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 MQ0005
 MQ0005  VERT ORDER  -  FIRST     CLASS II
 MQ0005
 MQ0005.The horizontal coordinates were scaled from a topographic map and have
 MQ0005.an estimated accuracy of +/- 6 seconds.
 MQ0005
 MQ0005.The orthometric height was determined by differential leveling
 MQ0005.and adjusted by the National Geodetic Survey in June 1991..
 MQ0005.WARNING-Repeat measurements at this control monument indicate possible
 MQ0005.vertical movement.
 MQ0005
 MQ0005.The geoid height was determined by GEOID03.
 MQ0005
 MQ0005.The dynamic height is computed by dividing the NAVD 88
 MQ0005.geopotential number by the normal gravity value computed on the
 MQ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0005.degrees latitude (g = 980.6199 gals.).
 MQ0005
 MQ0005.The modeled gravity was interpolated from observed gravity values.
 MQ0005
 MQ0005;                    North         East    Units  Estimated Accuracy
 MQ0005;SPC WYWC     -   128,390.      655,780.      MT  (+/- 180 meters Scaled)
 MQ0005
 MQ0005                          SUPERSEDED SURVEY CONTROL
 MQ0005
 MQ0005  NGVD 29 (06/08/92) 2043.051  (m)         6702.91   (f) ADJUSTED    1 2
 MQ0005
 MQ0005.Superseded values are not recommended for survey control.
 MQ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0005.See file dsdata.txt to determine how the superseded data were derived.
 MQ0005
 MQ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM431154(NAD 83)
 MQ0005_MARKER: DB = BENCH MARK DISK
 MQ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0005_STAMPING: D 118 1956
 MQ0005_MARK LOGO: CGS   
 MQ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0005+STABILITY: SURFACE MOTION
 MQ0005
 MQ0005  HISTORY     - Date     Condition        Report By
 MQ0005  HISTORY     - 1956     MONUMENTED       CGS
 MQ0005  HISTORY     - 1983     GOOD             NGS
 MQ0005
 MQ0005                          STATION DESCRIPTION
 MQ0005
 MQ0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0005'2.6 MI E FROM RED DESERT.
 MQ0005'2.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0005'AT RED DESERT, 4 POLES WEST OF MILEPOST 730, 68.6 FEET NORTH OF THE
 MQ0005'NORTH RAIL OF THE NORTH TRACK, 4 FEET NORTH OF A FENCE, 11.5 FEET EAST
 MQ0005'OF A TELEPHONE POLE, 11.5 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MQ0005'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN
 MQ0005'SECTION 2, TOWNSHIP 19 NORTH, RANGE 95 WEST.
 MQ0005
 MQ0005                          STATION RECOVERY (1983)
 MQ0005
 MQ0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0005'RECOVERED THIS DATE.  NOTE, THE RAILROAD STATION AND SIGN IN RED
 MQ0005'DESERT HAS BEEN REMOVED.  NEW TO REACH FOLLOWS.  9.5 KM (5.9 MI)
 MQ0005'WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MQ0005'WAMSUTTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0145 ***********************************************************************
 NQ0145  DESIGNATION -  D 119
 NQ0145  PID         -  NQ0145
 NQ0145  STATE/COUNTY-  WY/PLATTE
 NQ0145  USGS QUAD   -  DWYER (1990)
 NQ0145
 NQ0145                         *CURRENT SURVEY CONTROL
 NQ0145  ___________________________________________________________________
 NQ0145* NAD 83(1986)-  42 11 28.     (N)    104 57 12.     (W)     SCALED    
 NQ0145* NAVD 88     -      1405.671  (meters)    4611.77   (feet)  ADJUSTED  
 NQ0145  ___________________________________________________________________
 NQ0145  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 NQ0145  DYNAMIC HT  -        1404.773 (meters)    4608.83  (feet)  COMP
 NQ0145  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 NQ0145
 NQ0145  VERT ORDER  -  FIRST     CLASS II
 NQ0145
 NQ0145.The horizontal coordinates were scaled from a topographic map and have
 NQ0145.an estimated accuracy of +/- 6 seconds.
 NQ0145
 NQ0145.The orthometric height was determined by differential leveling
 NQ0145.and adjusted by the National Geodetic Survey in June 1991..
 NQ0145
 NQ0145.The geoid height was determined by GEOID03.
 NQ0145
 NQ0145.The dynamic height is computed by dividing the NAVD 88
 NQ0145.geopotential number by the normal gravity value computed on the
 NQ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0145.degrees latitude (g = 980.6199 gals.).
 NQ0145
 NQ0145.The modeled gravity was interpolated from observed gravity values.
 NQ0145
 NQ0145;                    North         East    Units  Estimated Accuracy
 NQ0145;SPC WY E     -   187,830.      217,620.      MT  (+/- 180 meters Scaled)
 NQ0145
 NQ0145                          SUPERSEDED SURVEY CONTROL
 NQ0145
 NQ0145  NGVD 29 (??/??/92) 1404.870  (m)         4609.14   (f) ADJ UNCH    1 2
 NQ0145
 NQ0145.Superseded values are not recommended for survey control.
 NQ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0145.See file dsdata.txt to determine how the superseded data were derived.
 NQ0145
 NQ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG038709(NAD 83)
 NQ0145_MARKER: DB = BENCH MARK DISK
 NQ0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0145_STAMPING: D 119 1956
 NQ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0145+STABILITY: SURFACE MOTION
 NQ0145
 NQ0145  HISTORY     - Date     Condition        Report By
 NQ0145  HISTORY     - 1956     MONUMENTED       CGS
 NQ0145
 NQ0145                          STATION DESCRIPTION
 NQ0145
 NQ0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0145'11.8 MI NW FROM WHEATLAND.
 NQ0145'11.85 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0145'FROM THE STATION AT WHEATLAND, AT A ROAD CROSSING, 0.15 MILE
 NQ0145'SOUTH OF MILEPOST 226, 97 FEET WEST OF THE WEST RAIL, 19 FEET
 NQ0145'SOUTH OF THE CENTER LINE OF A TRACK, ROAD, 10 FEET WEST OF A
 NQ0145'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.7
 NQ0145'FEET NORTH OF A FENCE CORNER, IN LINE WITH A FENCE LEADING SOUTH,
 NQ0145'2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NQ0145'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE NORTHEAST
 NQ0145'1/4 OF SECTION 36, TOWNSHIP 26 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0002 ***********************************************************************
 PY0002  DESIGNATION -  D 12
 PY0002  PID         -  PY0002
 PY0002  STATE/COUNTY-  WY/PARK
 PY0002  USGS QUAD   -  LAKE BUTTE (1986)
 PY0002
 PY0002                         *CURRENT SURVEY CONTROL
 PY0002  ___________________________________________________________________
 PY0002* NAD 83(1986)-  44 33 22.     (N)    110 16 46.     (W)     SCALED    
 PY0002* NAVD 88     -      2438.792  (meters)    8001.27   (feet)  POSTED    
 PY0002  ___________________________________________________________________
 PY0002  GEOID HEIGHT-          -8.30  (meters)                     GEOID03
 PY0002  DYNAMIC HT  -        2437.140 (meters)    7995.85  (feet)  COMP
 PY0002  MODELED GRAV-     979,853.7   (mgal)                       NAVD 88
 PY0002
 PY0002  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0002
 PY0002.The horizontal coordinates were scaled from a topographic map and have
 PY0002.an estimated accuracy of +/- 6 seconds.
 PY0002
 PY0002.The orthometric height was determined by differential leveling
 PY0002.and adjusted by the National Geodetic Survey in 1992..
 PY0002.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0002.rate of 4.1 thru 8.0 mm/km.
 PY0002
 PY0002.The geoid height was determined by GEOID03.
 PY0002
 PY0002.The dynamic height is computed by dividing the NAVD 88
 PY0002.geopotential number by the normal gravity value computed on the
 PY0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0002.degrees latitude (g = 980.6199 gals.).
 PY0002
 PY0002.The modeled gravity was interpolated from observed gravity values.
 PY0002
 PY0002;                    North         East    Units  Estimated Accuracy
 PY0002;SPC WYWC     -   451,680.      478,490.      MT  (+/- 180 meters Scaled)
 PY0002
 PY0002                          SUPERSEDED SURVEY CONTROL
 PY0002
 PY0002  NGVD 29 (??/??/92) 2437.154  (m)         7995.90   (f) ADJ UNCH    1 2
 PY0002
 PY0002.Superseded values are not recommended for survey control.
 PY0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0002.See file dsdata.txt to determine how the superseded data were derived.
 PY0002
 PY0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ572338(NAD 83)
 PY0002_MARKER: DB = BENCH MARK DISK
 PY0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0002_SP_SET: CONCRETE POST
 PY0002_STAMPING: D 12 1923 7995.752
 PY0002_MARK LOGO: CGS   
 PY0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0002+STABILITY: SURFACE MOTION
 PY0002
 PY0002  HISTORY     - Date     Condition        Report By
 PY0002  HISTORY     - 1923     MONUMENTED       CGS
 PY0002  HISTORY     - 1958     GOOD             USGS
 PY0002  HISTORY     - 1976     GOOD             USGS
 PY0002
 PY0002                          STATION DESCRIPTION
 PY0002
 PY0002'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0002'5.5 MI E FROM LAKE JUNCTION.
 PY0002'LAKE JUNCTION, 3.1 MILES EAST OF ROAD TO EAST ENTRANCE.  THENCE 2.1
 PY0002'MILES EAST ALONG GRADED ROAD THRU LOCKED GATE.  140 SOUTH EAST AND 5
 PY0002'FEET HIGHER THAN ROAD AT WEST END OF SMALL CLEARING NORTH OF ROAD. 19
 PY0002'FEET NORTHEAST AND 1.5 FEET HIGHER THAN ROAD.  27 FEET WEST OF
 PY0002'TELEPHONE POLE.  A STANDARD DISK, STAMPED 7995.752 D 12 1923 AND SET
 PY0002'IN THE TOP OF CONCRETE POST PROJECTING 1.3 FEET ABOVE GROUND.
 PY0002
 PY0002                          STATION RECOVERY (1976)
 PY0002
 PY0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PY0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0111 ***********************************************************************
 PV0111  DESIGNATION -  D 120
 PV0111  PID         -  PV0111
 PV0111  STATE/COUNTY-  WY/CROOK
 PV0111  USGS QUAD   -  FREDA CREEK (1982)
 PV0111
 PV0111                         *CURRENT SURVEY CONTROL
 PV0111  ___________________________________________________________________
 PV0111* NAD 83(1986)-  44 11 36.     (N)    104 51 00.     (W)     SCALED    
 PV0111* NAVD 88     -      1326.689  (meters)    4352.65   (feet)  ADJUSTED  
 PV0111  ___________________________________________________________________
 PV0111  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 PV0111  DYNAMIC HT  -        1326.144 (meters)    4350.86  (feet)  COMP
 PV0111  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 PV0111
 PV0111  VERT ORDER  -  FIRST     CLASS II
 PV0111
 PV0111.The horizontal coordinates were scaled from a topographic map and have
 PV0111.an estimated accuracy of +/- 6 seconds.
 PV0111
 PV0111.The orthometric height was determined by differential leveling
 PV0111.and adjusted by the National Geodetic Survey in June 1991..
 PV0111
 PV0111.The geoid height was determined by GEOID03.
 PV0111
 PV0111.The dynamic height is computed by dividing the NAVD 88
 PV0111.geopotential number by the normal gravity value computed on the
 PV0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0111.degrees latitude (g = 980.6199 gals.).
 PV0111
 PV0111.The modeled gravity was interpolated from observed gravity values.
 PV0111
 PV0111;                    North         East    Units  Estimated Accuracy
 PV0111;SPC WY E     -   410,280.      225,310.      MT  (+/- 180 meters Scaled)
 PV0111
 PV0111                          SUPERSEDED SURVEY CONTROL
 PV0111
 PV0111  NGVD 29 (??/??/92) 1326.050  (m)         4350.55   (f) ADJ UNCH    1 2
 PV0111
 PV0111.Superseded values are not recommended for survey control.
 PV0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0111.See file dsdata.txt to determine how the superseded data were derived.
 PV0111
 PV0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ119933(NAD 83)
 PV0111_MARKER: DB = BENCH MARK DISK
 PV0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0111_STAMPING: D 120 1957
 PV0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0111+STABILITY: SURFACE MOTION
 PV0111
 PV0111  HISTORY     - Date     Condition        Report By
 PV0111  HISTORY     - 1957     MONUMENTED       CGS
 PV0111
 PV0111                          STATION DESCRIPTION
 PV0111
 PV0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0111'7.2 MI SE FROM MOORCROFT.
 PV0111'7.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0111'RAILROAD FROM THE STATION AT MOORCROFT, 95 FEET NORTH-NORTHEAST
 PV0111'OF MILEPOST 562, AT THE WEST END OF A CUT AND THE EAST END OF
 PV0111'A FILL, 72 FEET NORTH OF THE NORTH RAIL, 2 1/2 FEET NORTH OF
 PV0111'THE FENCE LINE, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT
 PV0111'2 FEET LOWER THAN THE TRACK, AND IN THE TOP OF A CONCRETE POST
 PV0111'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0225 ***********************************************************************
 PV0225  DESIGNATION -  D 121
 PV0225  PID         -  PV0225
 PV0225  STATE/COUNTY-  WY/CAMPBELL
 PV0225  USGS QUAD   -  FORTIN DRAW (1971)
 PV0225
 PV0225                         *CURRENT SURVEY CONTROL
 PV0225  ___________________________________________________________________
 PV0225* NAD 83(1986)-  44 17 21.     (N)    105 17 03.     (W)     SCALED    
 PV0225* NAVD 88     -      1328.225  (meters)    4357.68   (feet)  ADJUSTED  
 PV0225  ___________________________________________________________________
 PV0225  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 PV0225  DYNAMIC HT  -        1327.688 (meters)    4355.92  (feet)  COMP
 PV0225  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 PV0225
 PV0225  VERT ORDER  -  FIRST     CLASS II
 PV0225
 PV0225.The horizontal coordinates were scaled from a topographic map and have
 PV0225.an estimated accuracy of +/- 6 seconds.
 PV0225
 PV0225.The orthometric height was determined by differential leveling
 PV0225.and adjusted by the National Geodetic Survey in June 1991..
 PV0225
 PV0225.The geoid height was determined by GEOID03.
 PV0225
 PV0225.The dynamic height is computed by dividing the NAVD 88
 PV0225.geopotential number by the normal gravity value computed on the
 PV0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0225.degrees latitude (g = 980.6199 gals.).
 PV0225
 PV0225.The modeled gravity was interpolated from observed gravity values.
 PV0225
 PV0225;                    North         East    Units  Estimated Accuracy
 PV0225;SPC WY E     -   420,890.      190,620.      MT  (+/- 180 meters Scaled)
 PV0225
 PV0225                          SUPERSEDED SURVEY CONTROL
 PV0225
 PV0225  NGVD 29 (??/??/92) 1327.598  (m)         4355.63   (f) ADJ UNCH    1 2
 PV0225
 PV0225.Superseded values are not recommended for survey control.
 PV0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0225.See file dsdata.txt to determine how the superseded data were derived.
 PV0225
 PV0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK773040(NAD 83)
 PV0225_MARKER: DB = BENCH MARK DISK
 PV0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0225_STAMPING: D 121 1957
 PV0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0225+STABILITY: SURFACE MOTION
 PV0225
 PV0225  HISTORY     - Date     Condition        Report By
 PV0225  HISTORY     - 1957     MONUMENTED       CGS
 PV0225  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0225
 PV0225                          STATION DESCRIPTION
 PV0225
 PV0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0225'11 MI E FROM GILLETTE.
 PV0225'11.05 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0225'FROM THE STATION AT GILLETTE, 6 POLES WEST OF MILEPOST 586, 311
 PV0225'FEET WEST OF THE CENTER LINE OF A PRIVATE CROSS ROAD, 265 FEET
 PV0225'EAST OF A LONE 36-INCH COTTONWOOD, 79 FEET SOUTH OF THE SOUTH
 PV0225'RAIL, 69 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 16,
 PV0225'2 1/2 FEET NORTH OF THE FENCE LINE, 1 FOOT WEST OF A WHITE WOODEN
 PV0225'WITNESS POST, ABOUT 5 FEET LOWER THAN THE TRACK AND IN THE TOP
 PV0225'OF A CONCRETE POST PROJECTING 6 INCHES.
 PV0225
 PV0225                          STATION RECOVERY (1985)
 PV0225
 PV0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0225'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0277 ***********************************************************************
 PV0277  DESIGNATION -  D 122
 PV0277  PID         -  PV0277
 PV0277  STATE/COUNTY-  WY/CAMPBELL
 PV0277  USGS QUAD   -  ORIVA (1971)
 PV0277
 PV0277                         *CURRENT SURVEY CONTROL
 PV0277  ___________________________________________________________________
 PV0277* NAD 83(1986)-  44 18 52.     (N)    105 39 58.     (W)     SCALED    
 PV0277* NAVD 88     -      1418.289  (meters)    4653.17   (feet)  ADJUSTED  
 PV0277  ___________________________________________________________________
 PV0277  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 PV0277  DYNAMIC HT  -        1417.691 (meters)    4651.21  (feet)  COMP
 PV0277  MODELED GRAV-     980,146.0   (mgal)                       NAVD 88
 PV0277  OBS GRAVITY -     980,147.6   (mgal)                       GRAV_OBS
 PV0277
 PV0277  VERT ORDER  -  FIRST     CLASS II
 PV0277
 PV0277.The horizontal coordinates were scaled from a topographic map and have
 PV0277.an estimated accuracy of +/- 6 seconds.
 PV0277
 PV0277.The orthometric height was determined by differential leveling
 PV0277.and adjusted by the National Geodetic Survey in June 1991..
 PV0277
 PV0277.The geoid height was determined by GEOID03.
 PV0277
 PV0277.The dynamic height is computed by dividing the NAVD 88
 PV0277.geopotential number by the normal gravity value computed on the
 PV0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0277.degrees latitude (g = 980.6199 gals.).
 PV0277
 PV0277.The modeled gravity was interpolated from observed gravity values.
 PV0277.The observed gravity was obtained from relative gravimeter ties
 PV0277.to the IGSN71 gravity network.
 PV0277
 PV0277;                    North         East    Units  Estimated Accuracy
 PV0277;SPC WY E     -   423,810.      160,160.      MT  (+/- 180 meters Scaled)
 PV0277
 PV0277                          SUPERSEDED SURVEY CONTROL
 PV0277
 PV0277  NGVD 29 (??/??/92) 1417.613  (m)         4650.95   (f) ADJ UNCH    1 2
 PV0277
 PV0277.Superseded values are not recommended for survey control.
 PV0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0277.See file dsdata.txt to determine how the superseded data were derived.
 PV0277
 PV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK468070(NAD 83)
 PV0277_MARKER: DB = BENCH MARK DISK
 PV0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0277_STAMPING: D 122 1957
 PV0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0277+STABILITY: SURFACE MOTION
 PV0277
 PV0277  HISTORY     - Date     Condition        Report By
 PV0277  HISTORY     - 1957     MONUMENTED       CGS
 PV0277
 PV0277                          STATION DESCRIPTION
 PV0277
 PV0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0277'9 MI W FROM GILLETTE.
 PV0277'ABOUT 8.95 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0277'RAILROAD FROM THE STATION AT GILLETTE, 0.15 MILE NORTHWEST
 PV0277'OF MILEPOST 606, 0.3 MILE SOUTHEAST OF THE SECTION FOREMANS
 PV0277'HOME AT ORIVA, 89 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 100
 PV0277'YARDS NORTH AND ACROSS A DIRT ROAD FROM THE NORTH EDGE OF A STOCK
 PV0277'POND, 112 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 56 FEET
 PV0277'SOUTHEAST OF THE CENTER LINE OF A PRIVATE CROSS ROAD, 4 FEET
 PV0277'NORTHEAST OF A SNOW FENCE, ABOUT 6 FEET BELOW THE TRACK AND
 PV0277'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0010 ***********************************************************************
 PW0010  DESIGNATION -  D 123
 PW0010  PID         -  PW0010
 PW0010  STATE/COUNTY-  WY/SHERIDAN
 PW0010  USGS QUAD   -  ARVADA NE (1971)
 PW0010
 PW0010                         *CURRENT SURVEY CONTROL
 PW0010  ___________________________________________________________________
 PW0010* NAD 83(1986)-  44 38 37.     (N)    106 04 23.     (W)     SCALED    
 PW0010* NAVD 88     -      1158.003  (meters)    3799.21   (feet)  ADJUSTED  
 PW0010  ___________________________________________________________________
 PW0010  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 PW0010  DYNAMIC HT  -        1157.578 (meters)    3797.82  (feet)  COMP
 PW0010  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 PW0010
 PW0010  VERT ORDER  -  FIRST     CLASS II
 PW0010
 PW0010.The horizontal coordinates were scaled from a topographic map and have
 PW0010.an estimated accuracy of +/- 6 seconds.
 PW0010
 PW0010.The orthometric height was determined by differential leveling
 PW0010.and adjusted by the National Geodetic Survey in June 1991..
 PW0010
 PW0010.The geoid height was determined by GEOID03.
 PW0010
 PW0010.The dynamic height is computed by dividing the NAVD 88
 PW0010.geopotential number by the normal gravity value computed on the
 PW0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0010.degrees latitude (g = 980.6199 gals.).
 PW0010
 PW0010.The modeled gravity was interpolated from observed gravity values.
 PW0010
 PW0010;                    North         East    Units  Estimated Accuracy
 PW0010;SPC WYEC     -   561,040.      499,980.      MT  (+/- 180 meters Scaled)
 PW0010
 PW0010                          SUPERSEDED SURVEY CONTROL
 PW0010
 PW0010  NGVD 29 (??/??/92) 1157.329  (m)         3797.00   (f) ADJ UNCH    1 2
 PW0010
 PW0010.Superseded values are not recommended for survey control.
 PW0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0010.See file dsdata.txt to determine how the superseded data were derived.
 PW0010
 PW0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK149439(NAD 83)
 PW0010_MARKER: DB = BENCH MARK DISK
 PW0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0010_STAMPING: D 123 1957
 PW0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0010+STABILITY: SURFACE MOTION
 PW0010
 PW0010  HISTORY     - Date     Condition        Report By
 PW0010  HISTORY     - 1957     MONUMENTED       CGS
 PW0010
 PW0010                          STATION DESCRIPTION
 PW0010
 PW0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0010'3.15 MI SE FROM ARVADA.
 PW0010'3.15 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0010'FROM THE STATION AT ARVADA, 0.45 MILE WEST OF A ROAD CROSSING, 94 FEET
 PW0010'SOUTH OF THE 6TH POLE EAST OF MILEPOST 638, AT THE EAST END OF A CUT,
 PW0010'135 YARDS SOUTHWEST AND ACROSS THE TRACK FROM A SMALL STOCK POND, 7
 PW0010'RAILS WEST OF THE CENTER OF A SHALLOW DRAW, 65 FEET NORTH OF THE
 PW0010'CENTER LINE OF A DIRT ROAD, 39 FEET SOUTH OF THE SOUTH RAIL, 2 FEET
 PW0010'SOUTH OF THE FENCE LINE, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 PW0010'POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 PW0010'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0020 ***********************************************************************
 OU0020  DESIGNATION -  D 124
 OU0020  PID         -  OU0020
 OU0020  STATE/COUNTY-  WY/WESTON
 OU0020  USGS QUAD   -  DEWEY (1951)
 OU0020
 OU0020                         *CURRENT SURVEY CONTROL
 OU0020  ___________________________________________________________________
 OU0020* NAD 83(1986)-  43 36 53.     (N)    104 04 20.     (W)     SCALED    
 OU0020* NAVD 88     -      1181.767  (meters)    3877.18   (feet)  ADJUSTED  
 OU0020  ___________________________________________________________________
 OU0020  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 OU0020  DYNAMIC HT  -        1181.275 (meters)    3875.57  (feet)  COMP
 OU0020  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 OU0020
 OU0020  VERT ORDER  -  FIRST     CLASS II
 OU0020
 OU0020.The horizontal coordinates were scaled from a topographic map and have
 OU0020.an estimated accuracy of +/- 6 seconds.
 OU0020
 OU0020.The orthometric height was determined by differential leveling
 OU0020.and adjusted by the National Geodetic Survey in June 1991..
 OU0020
 OU0020.The geoid height was determined by GEOID03.
 OU0020
 OU0020.The dynamic height is computed by dividing the NAVD 88
 OU0020.geopotential number by the normal gravity value computed on the
 OU0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0020.degrees latitude (g = 980.6199 gals.).
 OU0020
 OU0020.The modeled gravity was interpolated from observed gravity values.
 OU0020
 OU0020;                    North         East    Units  Estimated Accuracy
 OU0020;SPC WY E     -   346,530.      288,340.      MT  (+/- 180 meters Scaled)
 OU0020
 OU0020                          SUPERSEDED SURVEY CONTROL
 OU0020
 OU0020  NGVD 29 (??/??/92) 1181.183  (m)         3875.26   (f) ADJ UNCH    1 2
 OU0020
 OU0020.Superseded values are not recommended for survey control.
 OU0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0020.See file dsdata.txt to determine how the superseded data were derived.
 OU0020
 OU0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ748295(NAD 83)
 OU0020_MARKER: DB = BENCH MARK DISK
 OU0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OU0020_SP_SET: CULVERT
 OU0020_STAMPING: D 124 1957
 OU0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0020
 OU0020  HISTORY     - Date     Condition        Report By
 OU0020  HISTORY     - 1957     MONUMENTED       CGS
 OU0020
 OU0020                          STATION DESCRIPTION
 OU0020
 OU0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0020'18.7 MI SE FROM NEWCASTLE.
 OU0020'ABOUT 18.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0020'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 16,
 OU0020'T. 42 N., R. 60 W., IN THE TOP OF THE NORTH END OF THE EAST HEAD
 OU0020'WALL OF A 10X10-FOOT CONCRETE BOX CULVERT NO. 501.95, 10 1/2
 OU0020'FEET EAST OF THE EAST RAIL AND ABOUT 3 FEET BELOW THE LEVEL OF
 OU0020'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0042 ***********************************************************************
 OU0042  DESIGNATION -  D 125
 OU0042  PID         -  OU0042
 OU0042  STATE/COUNTY-  WY/WESTON
 OU0042  USGS QUAD   -  NEWCASTLE (1979)
 OU0042
 OU0042                         *CURRENT SURVEY CONTROL
 OU0042  ___________________________________________________________________
 OU0042* NAD 83(1986)-  43 48 37.     (N)    104 10 14.     (W)     SCALED    
 OU0042* NAVD 88     -      1297.079  (meters)    4255.50   (feet)  ADJUSTED  
 OU0042  ___________________________________________________________________
 OU0042  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 OU0042  DYNAMIC HT  -        1296.502 (meters)    4253.61  (feet)  COMP
 OU0042  MODELED GRAV-     980,129.3   (mgal)                       NAVD 88
 OU0042
 OU0042  VERT ORDER  -  FIRST     CLASS II
 OU0042
 OU0042.The horizontal coordinates were scaled from a topographic map and have
 OU0042.an estimated accuracy of +/- 6 seconds.
 OU0042
 OU0042.The orthometric height was determined by differential leveling
 OU0042.and adjusted by the National Geodetic Survey in June 1991..
 OU0042
 OU0042.The geoid height was determined by GEOID03.
 OU0042
 OU0042.The dynamic height is computed by dividing the NAVD 88
 OU0042.geopotential number by the normal gravity value computed on the
 OU0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0042.degrees latitude (g = 980.6199 gals.).
 OU0042
 OU0042.The modeled gravity was interpolated from observed gravity values.
 OU0042
 OU0042;                    North         East    Units  Estimated Accuracy
 OU0042;SPC WY E     -   368,150.      280,140.      MT  (+/- 180 meters Scaled)
 OU0042
 OU0042                          SUPERSEDED SURVEY CONTROL
 OU0042
 OU0042  NGVD 29 (??/??/92) 1296.427  (m)         4253.36   (f) ADJ UNCH    1 2
 OU0042
 OU0042.Superseded values are not recommended for survey control.
 OU0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0042.See file dsdata.txt to determine how the superseded data were derived.
 OU0042
 OU0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ667511(NAD 83)
 OU0042_MARKER: DB = BENCH MARK DISK
 OU0042_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OU0042_SP_SET: CONCRETE FOUNDATION
 OU0042_STAMPING: D 125 1957
 OU0042_MARK LOGO: CGS   
 OU0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0042+STABILITY: SURFACE MOTION
 OU0042
 OU0042  HISTORY     - Date     Condition        Report By
 OU0042  HISTORY     - 1957     MONUMENTED       CGS
 OU0042  HISTORY     - 1985     GOOD             NGS
 OU0042
 OU0042                          STATION DESCRIPTION
 OU0042
 OU0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0042'4.2 MI SE FROM NEWCASTLE.
 OU0042'ABOUT 4.15 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0042'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 10,
 OU0042'T.44 N., R.61 W., AT THE OVERPASS OF U.S. HIGHWAY 85 OVER THE
 OU0042'TRACK (BRIDGE 516.52), IN THE TOP OF THE SOUTHWEST CORNER OF
 OU0042'THE CONCRETE FOUNDATION OF THE NORTH COLUMN OF THE FIRST BENT
 OU0042'EAST OF THE TRACK, 7 1/2 FEET EAST OF THE EAST RAIL AND ABOUT
 OU0042'1 FOOT ABOVE THE TRACK.
 OU0042
 OU0042                          STATION RECOVERY (1985)
 OU0042
 OU0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0042'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.0 KM
 OU0042'(3.1 MI) SOUTHEAST ALONG OLD US HIGHWAY 85 FROM THE NEW US HIGHWAY 85
 OU0042'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT NEWCASTLE, IN
 OU0042'TOP OF THE SOUTH CORNER OF THE CONCRETE FOOTING FOR THE NORTHWEST ONE
 OU0042'OF TWO NORTHEAST STEEL PIERS FOR THE OLD HIGHWAY BRIDGE OVER THE
 OU0042'RAILROAD, 2.4 METERS (8 FT) NORTHEAST OF THE NORTHEAST RAIL.
 OU0042'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0088 ***********************************************************************
 PV0088  DESIGNATION -  D 126
 PV0088  PID         -  PV0088
 PV0088  STATE/COUNTY-  WY/WESTON
 PV0088  USGS QUAD   -  UPTON EAST (1984)
 PV0088
 PV0088                         *CURRENT SURVEY CONTROL
 PV0088  ___________________________________________________________________
 PV0088* NAD 83(1986)-  44 02 36.     (N)    104 30 59.     (W)     SCALED    
 PV0088* NAVD 88     -      1278.892  (meters)    4195.83   (feet)  ADJUSTED  
 PV0088  ___________________________________________________________________
 PV0088  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PV0088  DYNAMIC HT  -        1278.366 (meters)    4194.11  (feet)  COMP
 PV0088  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 PV0088
 PV0088  VERT ORDER  -  FIRST     CLASS II
 PV0088
 PV0088.The horizontal coordinates were scaled from a topographic map and have
 PV0088.an estimated accuracy of +/- 6 seconds.
 PV0088
 PV0088.The orthometric height was determined by differential leveling
 PV0088.and adjusted by the National Geodetic Survey in June 1991..
 PV0088
 PV0088.The geoid height was determined by GEOID03.
 PV0088
 PV0088.The dynamic height is computed by dividing the NAVD 88
 PV0088.geopotential number by the normal gravity value computed on the
 PV0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0088.degrees latitude (g = 980.6199 gals.).
 PV0088
 PV0088.The modeled gravity was interpolated from observed gravity values.
 PV0088
 PV0088;                    North         East    Units  Estimated Accuracy
 PV0088;SPC WY E     -   393,770.      252,120.      MT  (+/- 180 meters Scaled)
 PV0088
 PV0088                          SUPERSEDED SURVEY CONTROL
 PV0088
 PV0088  NGVD 29 (??/??/92) 1278.27   (m)         4193.8    (f) COMPUTED    1 2
 PV0088
 PV0088.Superseded values are not recommended for survey control.
 PV0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0088.See file dsdata.txt to determine how the superseded data were derived.
 PV0088
 PV0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ387767(NAD 83)
 PV0088_MARKER: DB = BENCH MARK DISK
 PV0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0088_SP_SET: BRIDGE ABUTMENT
 PV0088_STAMPING: D 126 1957
 PV0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0088
 PV0088  HISTORY     - Date     Condition        Report By
 PV0088  HISTORY     - 1957     MONUMENTED       CGS
 PV0088
 PV0088                          STATION DESCRIPTION
 PV0088
 PV0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0088'6.7 MI NW FROM OSAGE.
 PV0088'6.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0088'RAILROAD FROM THE STATION AT OSAGE, 6.85 MILES SOUTHEAST OF THE
 PV0088'STATION AT UPTON, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 PV0088'ABUTMENT OF BRIDGE 542.15 OVER PUMP CREEK, 6 FEET SOUTHWEST OF
 PV0088'THE SOUTHWEST RAIL AND ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0196 ***********************************************************************
 PW0196  DESIGNATION -  D 127
 PW0196  PID         -  PW0196
 PW0196  STATE/COUNTY-  WY/SHERIDAN
 PW0196  USGS QUAD   -  RANCHESTER (1978)
 PW0196
 PW0196                         *CURRENT SURVEY CONTROL
 PW0196  ___________________________________________________________________
 PW0196* NAD 83(1986)-  44 56 13.     (N)    107 13 51.     (W)     SCALED    
 PW0196* NAVD 88     -      1211.662  (meters)    3975.26   (feet)  ADJUSTED  
 PW0196  ___________________________________________________________________
 PW0196  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 PW0196  DYNAMIC HT  -        1211.228 (meters)    3973.84  (feet)  COMP
 PW0196  MODELED GRAV-     980,217.4   (mgal)                       NAVD 88
 PW0196
 PW0196  VERT ORDER  -  FIRST     CLASS II
 PW0196
 PW0196.The horizontal coordinates were scaled from a topographic map and have
 PW0196.an estimated accuracy of +/- 6 seconds.
 PW0196
 PW0196.The orthometric height was determined by differential leveling
 PW0196.and adjusted by the National Geodetic Survey in June 1991..
 PW0196
 PW0196.The geoid height was determined by GEOID03.
 PW0196
 PW0196.The dynamic height is computed by dividing the NAVD 88
 PW0196.geopotential number by the normal gravity value computed on the
 PW0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0196.degrees latitude (g = 980.6199 gals.).
 PW0196
 PW0196.The modeled gravity was interpolated from observed gravity values.
 PW0196
 PW0196;                    North         East    Units  Estimated Accuracy
 PW0196;SPC WYEC     -   592,860.      408,090.      MT  (+/- 180 meters Scaled)
 PW0196
 PW0196                          SUPERSEDED SURVEY CONTROL
 PW0196
 PW0196  NGVD 29 (??/??/92) 1210.895  (m)         3972.74   (f) ADJ UNCH    1 2
 PW0196
 PW0196.Superseded values are not recommended for survey control.
 PW0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0196.See file dsdata.txt to determine how the superseded data were derived.
 PW0196
 PW0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK239783(NAD 83)
 PW0196_MARKER: DB = BENCH MARK DISK
 PW0196_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0196_SP_SET: 11 FEET
 PW0196_STAMPING: D 127 1957
 PW0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0196
 PW0196  HISTORY     - Date     Condition        Report By
 PW0196  HISTORY     - 1957     MONUMENTED       CGS
 PW0196  HISTORY     - 1983     GOOD             NGS
 PW0196
 PW0196                          STATION DESCRIPTION
 PW0196
 PW0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0196'3.75 MI NW FROM RANCHESTER.
 PW0196'ABOUT 3.75 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0196'RAILROAD FROM THE STATION AT RANCHESTER, 20 FEET NORTH-NORTHEAST OF
 PW0196'THE 16TH POLE EAST-SOUTHEAST OF MILEPOST 719, AT A ROAD CROSSING, 44
 PW0196'1/2 FEET NORTH-NORTHEAST OF THE NEAR RAIL, 59 FEET NORTH-NORTHWEST OF
 PW0196'THE CENTER OF THE CROSSING, 91 FEET SOUTH-SOUTHWEST OF THE CENTER LINE
 PW0196'OF U.S. HIGHWAY 87, 3 FEET SOUTH-SOUTHWEST OF A FENCE, 3 FEET
 PW0196'SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND ON THE TOP OF A 5/8-INCH
 PW0196'COPPER COATED ROD DRIVEN TO A DEPTH OF 11 FEET AND ENCASED IN A 6-INCH
 PW0196'TILE WHICH PROJECTS 5 INCHES.
 PW0196
 PW0196                          STATION RECOVERY (1983)
 PW0196
 PW0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0196'ADD: THE FENCE IS NOW GONE AND AN ORANGE PAINTED FENCE POST IS 0.5 M
 PW0196'(1.5 FT) EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0164 ***********************************************************************
 PW0164  DESIGNATION -  D 128
 PW0164  PID         -  PW0164
 PW0164  STATE/COUNTY-  WY/SHERIDAN
 PW0164  USGS QUAD   -  ULM (1970)
 PW0164
 PW0164                         *CURRENT SURVEY CONTROL
 PW0164  ___________________________________________________________________
 PW0164* NAD 83(1986)-  44 40 45.     (N)    106 36 02.     (W)     SCALED    
 PW0164* NAVD 88     -      1315.508  (meters)    4315.96   (feet)  ADJUSTED  
 PW0164  ___________________________________________________________________
 PW0164  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 PW0164  DYNAMIC HT  -        1314.961 (meters)    4314.17  (feet)  COMP
 PW0164  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 PW0164
 PW0164  VERT ORDER  -  FIRST     CLASS II
 PW0164
 PW0164.The horizontal coordinates were scaled from a topographic map and have
 PW0164.an estimated accuracy of +/- 6 seconds.
 PW0164
 PW0164.The orthometric height was determined by differential leveling
 PW0164.and adjusted by the National Geodetic Survey in June 1991..
 PW0164
 PW0164.The geoid height was determined by GEOID03.
 PW0164
 PW0164.The dynamic height is computed by dividing the NAVD 88
 PW0164.geopotential number by the normal gravity value computed on the
 PW0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0164.degrees latitude (g = 980.6199 gals.).
 PW0164
 PW0164.The modeled gravity was interpolated from observed gravity values.
 PW0164
 PW0164;                    North         East    Units  Estimated Accuracy
 PW0164;SPC WYEC     -   564,470.      458,100.      MT  (+/- 180 meters Scaled)
 PW0164
 PW0164                          SUPERSEDED SURVEY CONTROL
 PW0164
 PW0164  NGVD 29 (??/??/92) 1314.742  (m)         4313.45   (f) ADJ UNCH    1 2
 PW0164
 PW0164.Superseded values are not recommended for survey control.
 PW0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0164.See file dsdata.txt to determine how the superseded data were derived.
 PW0164
 PW0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK731485(NAD 83)
 PW0164_MARKER: DB = BENCH MARK DISK
 PW0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0164_STAMPING: D 128 1957
 PW0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0164+STABILITY: SURFACE MOTION
 PW0164
 PW0164  HISTORY     - Date     Condition        Report By
 PW0164  HISTORY     - 1957     MONUMENTED       CGS
 PW0164
 PW0164                          STATION DESCRIPTION
 PW0164
 PW0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0164'13.4 MI NW FROM CLEARMONT.
 PW0164'13.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0164'FROM THE STATION AT CLEARMONT, 104 FEET SOUTHWEST OF AND ACROSS THE
 PW0164'TRACK FROM THE 3RD POLE NORTHWEST OF MILEPOST 674, 40 FEET SOUTHWEST
 PW0164'OF THE SOUTHWEST RAIL, 46 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 PW0164'CROSSING, 13 FEET SOUTHEAST OF THE CENTER LINE OF A GATE, 3 FEET
 PW0164'NORTHEAST OF A FENCE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 PW0164'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 PW0164'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0129 ***********************************************************************
 PW0129  DESIGNATION -  D 129
 PW0129  PID         -  PW0129
 PW0129  STATE/COUNTY-  WY/SHERIDAN
 PW0129  USGS QUAD   -  SHERIDAN (1977)
 PW0129
 PW0129                         *CURRENT SURVEY CONTROL
 PW0129  ___________________________________________________________________
 PW0129* NAD 83(1986)-  44 47 09.     (N)    106 57 29.     (W)     SCALED    
 PW0129* NAVD 88     -      1178.490  (meters)    3866.43   (feet)  ADJUSTED  
 PW0129  ___________________________________________________________________
 PW0129  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 PW0129  DYNAMIC HT  -        1178.068 (meters)    3865.04  (feet)  COMP
 PW0129  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 PW0129
 PW0129  VERT ORDER  -  FIRST     CLASS II
 PW0129
 PW0129.The horizontal coordinates were scaled from a topographic map and have
 PW0129.an estimated accuracy of +/- 6 seconds.
 PW0129
 PW0129.The orthometric height was determined by differential leveling
 PW0129.and adjusted by the National Geodetic Survey in June 1991..
 PW0129
 PW0129.The geoid height was determined by GEOID03.
 PW0129
 PW0129.The dynamic height is computed by dividing the NAVD 88
 PW0129.geopotential number by the normal gravity value computed on the
 PW0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0129.degrees latitude (g = 980.6199 gals.).
 PW0129
 PW0129.The modeled gravity was interpolated from observed gravity values.
 PW0129
 PW0129;                    North         East    Units  Estimated Accuracy
 PW0129;SPC WYEC     -   576,130.      429,700.      MT  (+/- 180 meters Scaled)
 PW0129
 PW0129                          SUPERSEDED SURVEY CONTROL
 PW0129
 PW0129  NGVD 29 (??/??/92) 1177.772  (m)         3864.07   (f) ADJ UNCH    1 2
 PW0129
 PW0129.Superseded values are not recommended for survey control.
 PW0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0129.See file dsdata.txt to determine how the superseded data were derived.
 PW0129
 PW0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK451610(NAD 83)
 PW0129_MARKER: DB = BENCH MARK DISK
 PW0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0129_SP_SET: BUILDING
 PW0129_STAMPING: D 129 1957
 PW0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0129
 PW0129  HISTORY     - Date     Condition        Report By
 PW0129  HISTORY     - 1957     MONUMENTED       CGS
 PW0129
 PW0129                          STATION DESCRIPTION
 PW0129
 PW0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0129'0.65 MI S FROM SHERIDAN.
 PW0129'0.2 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE SHERIDAN COUNTY
 PW0129'COURTHOUSE, THENCE 0.1 MILE WEST ALONG WEST COLLEGE AVENUE, THENCE
 PW0129'0.35 MILE SOUTH ALONG BIG HORN AVENUE, AT THE FIRST BAPTIST CHURCH,
 PW0129'SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHEAST CORNER OF THE
 PW0129'BUILDING, 1 1/2 FEET WEST OF THE SOUTHEAST CORNER, AND ABOUT 2 1/2
 PW0129'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0223 ***********************************************************************
 PX0223  DESIGNATION -  D 13
 PX0223  PID         -  PX0223
 PX0223  STATE/COUNTY-  WY/PARK
 PX0223  USGS QUAD   -  FLAG PEAK (1991)
 PX0223
 PX0223                         *CURRENT SURVEY CONTROL
 PX0223  ___________________________________________________________________
 PX0223* NAD 83(1986)-  44 27 37.     (N)    109 31 42.     (W)     SCALED    
 PX0223* NAVD 88     -      1759.726  (meters)    5773.37   (feet)  POSTED    
 PX0223  ___________________________________________________________________
 PX0223  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PX0223  DYNAMIC HT  -        1758.790 (meters)    5770.30  (feet)  COMP
 PX0223  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 PX0223
 PX0223  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PX0223
 PX0223.The horizontal coordinates were scaled from a topographic map and have
 PX0223.an estimated accuracy of +/- 6 seconds.
 PX0223
 PX0223.The orthometric height was determined by differential leveling
 PX0223.and adjusted by the National Geodetic Survey in 1992..
 PX0223.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PX0223.rate of 1.1 thru 2.0 mm/km.
 PX0223
 PX0223.The geoid height was determined by GEOID03.
 PX0223
 PX0223.The dynamic height is computed by dividing the NAVD 88
 PX0223.geopotential number by the normal gravity value computed on the
 PX0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0223.degrees latitude (g = 980.6199 gals.).
 PX0223
 PX0223.The modeled gravity was interpolated from observed gravity values.
 PX0223
 PX0223;                    North         East    Units  Estimated Accuracy
 PX0223;SPC WYWC     -   440,190.      538,060.      MT  (+/- 180 meters Scaled)
 PX0223
 PX0223                          SUPERSEDED SURVEY CONTROL
 PX0223
 PX0223  NGVD 29 (??/??/92) 1758.586  (m)         5769.63   (f) ADJ UNCH    2 0
 PX0223
 PX0223.Superseded values are not recommended for survey control.
 PX0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0223.See file dsdata.txt to determine how the superseded data were derived.
 PX0223
 PX0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ170240(NAD 83)
 PX0223_MARKER: DB = BENCH MARK DISK
 PX0223_SETTING: 80 = SET IN A BOULDER
 PX0223_STAMPING: 5769.313 D 13 1923
 PX0223_MARK LOGO: CGS   
 PX0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0223+STABILITY: SURFACE MOTION
 PX0223
 PX0223  HISTORY     - Date     Condition        Report By
 PX0223  HISTORY     - 1923     MONUMENTED       CGS
 PX0223  HISTORY     - 1935     GOOD             NGS
 PX0223  HISTORY     - 1970     MARK NOT FOUND   USGS
 PX0223  HISTORY     - 20000712 MARK NOT FOUND   CGS
 PX0223
 PX0223                          STATION DESCRIPTION
 PX0223
 PX0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PX0223'23.5 MI W FROM CODY.
 PX0223'23.5 MILES WEST ALONG THE CODY-EAST ENTRANCE ROAD FROM CODY, PARK
 PX0223'COUNTY, 0.2 MILE WEST OF THE POST OFFICE AT WAPITI, 100 FEET SOUTH OF
 PX0223'SHOSHONE RIVER, AT THE INSIDE OF A CURVE, 25 FEET NORTH OF THE ROAD, 1
 PX0223'FOOT LOWER THAN THE ROAD, IN THE TOP OF A BOULDER, AND 1 FOOT ABOVE
 PX0223'THE GROUND.  A STANDARD DISK, STAMPED 5769.313 D 13 1923.
 PX0223
 PX0223                          STATION RECOVERY (1970)
 PX0223
 PX0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PX0223'MARK NOT FOUND.
 PX0223
 PX0223                          STATION RECOVERY (2000)
 PX0223
 PX0223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0223'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0201 ***********************************************************************
 PV0201  DESIGNATION -  D 130
 PV0201  PID         -  PV0201
 PV0201  STATE/COUNTY-  WY/CAMPBELL
 PV0201  USGS QUAD   -  GILLETTE EAST (1971)
 PV0201
 PV0201                         *CURRENT SURVEY CONTROL
 PV0201  ___________________________________________________________________
 PV0201* NAD 83(1986)-  44 20 27.     (N)    105 28 59.     (W)     SCALED    
 PV0201* NAVD 88     -      1359.927  (meters)    4461.69   (feet)  ADJUSTED  
 PV0201  ___________________________________________________________________
 PV0201  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0201  DYNAMIC HT  -        1359.382 (meters)    4459.91  (feet)  COMP
 PV0201  MODELED GRAV-     980,168.8   (mgal)                       NAVD 88
 PV0201
 PV0201  VERT ORDER  -  FIRST     CLASS II
 PV0201
 PV0201.The horizontal coordinates were scaled from a topographic map and have
 PV0201.an estimated accuracy of +/- 6 seconds.
 PV0201
 PV0201.The orthometric height was determined by differential leveling
 PV0201.and adjusted by the National Geodetic Survey in June 1991..
 PV0201
 PV0201.The geoid height was determined by GEOID03.
 PV0201
 PV0201.The dynamic height is computed by dividing the NAVD 88
 PV0201.geopotential number by the normal gravity value computed on the
 PV0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0201.degrees latitude (g = 980.6199 gals.).
 PV0201
 PV0201.The modeled gravity was interpolated from observed gravity values.
 PV0201
 PV0201;                    North         East    Units  Estimated Accuracy
 PV0201;SPC WY E     -   426,670.      174,770.      MT  (+/- 180 meters Scaled)
 PV0201
 PV0201                          SUPERSEDED SURVEY CONTROL
 PV0201
 PV0201  NGVD 29 (??/??/92) 1359.261  (m)         4459.51   (f) ADJ UNCH    1 2
 PV0201
 PV0201.Superseded values are not recommended for survey control.
 PV0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0201.See file dsdata.txt to determine how the superseded data were derived.
 PV0201
 PV0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK614098(NAD 83)
 PV0201_MARKER: DB = BENCH MARK DISK
 PV0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0201_SP_SET: SHALLOW-SET PIPE
 PV0201_STAMPING: D 130 1957
 PV0201_MARK LOGO: CGS   
 PV0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0201+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 PV0201
 PV0201  HISTORY     - Date     Condition        Report By
 PV0201  HISTORY     - 1957     MONUMENTED       CGS
 PV0201  HISTORY     - 1985     GOOD             NGS
 PV0201  HISTORY     - 20060819 GOOD             INDIV
 PV0201
 PV0201                          STATION DESCRIPTION
 PV0201
 PV0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0201'4 MI N FROM GILLETTE.
 PV0201'0.35 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0201'FROM THE STATION AT GILLETTE, 3.6 MILES NORTH ALONG THE
 PV0201'GILLETTE-BROADUS ROAD, 43 FEET EAST OF THE CENTER LINE OF THE ROAD,
 PV0201'19 1/2 FEET WEST OF A TELEPHONE POLE, 138 FEET SOUTHWEST OF A
 PV0201'TELEPHONE POLE, 2 FEET WEST OF A FENCE, A DISK ON THE TOP OF A
 PV0201'3-INCH IRON PIPE PROJECTING 6 INCHES.
 PV0201
 PV0201                          STATION RECOVERY (1985)
 PV0201
 PV0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0201'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.23 KM
 PV0201'(3.25 MI) NORTH ALONG GURLEY AVENUE AND THE LITTLE POWDER ROAD FROM
 PV0201'THE NORTH END OF THE GURLEY AVENUE OVERPASS BRIDGE AT GILLETTE,
 PV0201'1.60 KM (1.00 MI) SOUTH OF THE T JUNCTION OF STATE HIGHWAY 59, 14.2
 PV0201'METERS (46.5 FT) EAST OF THE CENTERLINE AND 0.6 METER (2 FT) WEST OF
 PV0201'THE RIGHT OF WAY FENCE.  NOTE--DISK IS WELDED ON THE TOP OF A 3-INCH
 PV0201'PIPE PROJECTING 0.4 FEET.
 PV0201'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0201'THE MARK IS ABOVE LEVEL WITH GURLEY AVENUE.
 PV0201
 PV0201                          STATION RECOVERY (2006)
 PV0201
 PV0201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (GJD)
 PV0201'GOOD CONDITION ALONG A HIGHWAY RIGHT-OF-WAY FENCE. LITTLE POWDER RIVER
 PV0201'ROAD HAS BEEN RE-ROUTED SO THIS BENCHMARK IS INSIDE A FENCED OFF AREA.
 PV0201' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0172 ***********************************************************************
 MQ0172  DESIGNATION -  D 131
 MQ0172  PID         -  MQ0172
 MQ0172  STATE/COUNTY-  WY/SWEETWATER
 MQ0172  USGS QUAD   -  KANDA (1978)
 MQ0172
 MQ0172                         *CURRENT SURVEY CONTROL
 MQ0172  ___________________________________________________________________
 MQ0172* NAD 83(1986)-  41 31 57.     (N)    109 21 03.     (W)     SCALED    
 MQ0172* NAVD 88     -      1884.802  (meters)    6183.72   (feet)  ADJUSTED  
 MQ0172  ___________________________________________________________________
 MQ0172  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 MQ0172  DYNAMIC HT  -        1883.178 (meters)    6178.39  (feet)  COMP
 MQ0172  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 MQ0172
 MQ0172  VERT ORDER  -  FIRST     CLASS II
 MQ0172
 MQ0172.The horizontal coordinates were scaled from a topographic map and have
 MQ0172.an estimated accuracy of +/- 6 seconds.
 MQ0172
 MQ0172.The orthometric height was determined by differential leveling
 MQ0172.and adjusted by the National Geodetic Survey in June 1991..
 MQ0172
 MQ0172.The geoid height was determined by GEOID03.
 MQ0172
 MQ0172.The dynamic height is computed by dividing the NAVD 88
 MQ0172.geopotential number by the normal gravity value computed on the
 MQ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0172.degrees latitude (g = 980.6199 gals.).
 MQ0172
 MQ0172.The modeled gravity was interpolated from observed gravity values.
 MQ0172
 MQ0172;                    North         East    Units  Estimated Accuracy
 MQ0172;SPC WYWC     -   114,830.      549,860.      MT  (+/- 180 meters Scaled)
 MQ0172
 MQ0172                          SUPERSEDED SURVEY CONTROL
 MQ0172
 MQ0172  NGVD 29 (06/08/92) 1883.488  (m)         6179.41   (f) ADJUSTED    1 2
 MQ0172
 MQ0172.Superseded values are not recommended for survey control.
 MQ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0172.See file dsdata.txt to determine how the superseded data were derived.
 MQ0172
 MQ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL375991(NAD 83)
 MQ0172_MARKER: DB = BENCH MARK DISK
 MQ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0172_STAMPING: D 131 1958
 MQ0172_MARK LOGO: CGS   
 MQ0172_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0172+STABILITY: SURFACE MOTION
 MQ0172
 MQ0172  HISTORY     - Date     Condition        Report By
 MQ0172  HISTORY     - 1958     MONUMENTED       CGS
 MQ0172  HISTORY     - 1983     GOOD             NGS
 MQ0172  HISTORY     - 19990112 GOOD             WYDT
 MQ0172
 MQ0172                          STATION DESCRIPTION
 MQ0172
 MQ0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0172'8.3 MI SW FROM ROCK SPRINGS.
 MQ0172'ABOUT 8.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0172'STATION AT ROCK SPRINGS, 105 FEET SOUTHWEST OF SEMAPHORE NUMBER 810.3,
 MQ0172'60 FEET NORTHEAST AND AT THE TOE OF A BLUFF, 95 1/2 FEET WEST OF THE
 MQ0172'NEAR RAIL, 72 FEET SOUTHWEST OF A TELEPHONE POLE, 3 FEET EAST OF THE
 MQ0172'WEST RIGHT OF WAY FENCE, 2 FEET NORTH OF A METAL WITNESS POST, ABOUT 8
 MQ0172'FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 MQ0172'INCHES.
 MQ0172
 MQ0172                          STATION RECOVERY (1983)
 MQ0172
 MQ0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0172'RECOVERED THIS DATE.  NOTE, DELETE 105 FEET SOUTHWEST OF SEMAPHORE
 MQ0172'NUMBER 810.3.  ADD 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST 810.
 MQ0172
 MQ0172                          STATION RECOVERY (1999)
 MQ0172
 MQ0172'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0172'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0172'307-777-3819.  REECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0262 ***********************************************************************
 MQ0262  DESIGNATION -  D 132
 MQ0262  PID         -  MQ0262
 MQ0262  STATE/COUNTY-  WY/SWEETWATER
 MQ0262  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0262
 MQ0262                         *CURRENT SURVEY CONTROL
 MQ0262  ___________________________________________________________________
 MQ0262* NAD 83(1986)-  41 32 35.     (N)    109 47 17.     (W)     SCALED    
 MQ0262* NAVD 88     -      1921.782  (meters)    6305.05   (feet)  ADJUSTED  
 MQ0262  ___________________________________________________________________
 MQ0262  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 MQ0262  DYNAMIC HT  -        1920.121 (meters)    6299.60  (feet)  COMP
 MQ0262  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 MQ0262
 MQ0262  VERT ORDER  -  FIRST     CLASS II
 MQ0262
 MQ0262.The horizontal coordinates were scaled from a topographic map and have
 MQ0262.an estimated accuracy of +/- 6 seconds.
 MQ0262
 MQ0262.The orthometric height was determined by differential leveling
 MQ0262.and adjusted by the National Geodetic Survey in June 1991..
 MQ0262
 MQ0262.The geoid height was determined by GEOID03.
 MQ0262
 MQ0262.The dynamic height is computed by dividing the NAVD 88
 MQ0262.geopotential number by the normal gravity value computed on the
 MQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0262.degrees latitude (g = 980.6199 gals.).
 MQ0262
 MQ0262.The modeled gravity was interpolated from observed gravity values.
 MQ0262
 MQ0262;                    North         East    Units  Estimated Accuracy
 MQ0262;SPC WYWC     -   116,350.      513,390.      MT  (+/- 180 meters Scaled)
 MQ0262
 MQ0262                          SUPERSEDED SURVEY CONTROL
 MQ0262
 MQ0262  NGVD 29 (??/??/92) 1920.469  (m)         6300.74   (f) ADJ UNCH    1 2
 MQ0262
 MQ0262.Superseded values are not recommended for survey control.
 MQ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0262.See file dsdata.txt to determine how the superseded data were derived.
 MQ0262
 MQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL010997(NAD 83)
 MQ0262_MARKER: DB = BENCH MARK DISK
 MQ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0262_STAMPING: D 132 1958
 MQ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0262+STABILITY: SURFACE MOTION
 MQ0262
 MQ0262  HISTORY     - Date     Condition        Report By
 MQ0262  HISTORY     - 1958     MONUMENTED       CGS
 MQ0262  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0262
 MQ0262                          STATION DESCRIPTION
 MQ0262
 MQ0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0262'11.6 MI E FROM GRANGER.
 MQ0262'ABOUT 2.75 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0262'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 2.2 MILES SOUTHEAST
 MQ0262'ALONG U. S. HIGHWAY 30 N, THENCE ABOUT 6.65 MILES EAST ALONG U. S.
 MQ0262'HIGHWAY 30, 127 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ON THE
 MQ0262'CREST OF A LOW HILL, 2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 4
 MQ0262'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 MQ0262'PROJECTING 6 INCHES.
 MQ0262
 MQ0262                          STATION RECOVERY (1983)
 MQ0262
 MQ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0020 ***********************************************************************
 MR0020  DESIGNATION -  D 133
 MR0020  PID         -  MR0020
 MR0020  STATE/COUNTY-  WY/UINTA
 MR0020  USGS QUAD   -  HAMPTON (1969)
 MR0020
 MR0020                         *CURRENT SURVEY CONTROL
 MR0020  ___________________________________________________________________
 MR0020* NAD 83(1986)-  41 32 34.     (N)    110 16 41.     (W)     SCALED    
 MR0020* NAVD 88     -      1940.501  (meters)    6366.46   (feet)  ADJUSTED  
 MR0020  ___________________________________________________________________
 MR0020  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 MR0020  DYNAMIC HT  -        1938.826 (meters)    6360.97  (feet)  COMP
 MR0020  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 MR0020
 MR0020  VERT ORDER  -  FIRST     CLASS II
 MR0020
 MR0020.The horizontal coordinates were scaled from a topographic map and have
 MR0020.an estimated accuracy of +/- 6 seconds.
 MR0020
 MR0020.The orthometric height was determined by differential leveling
 MR0020.and adjusted by the National Geodetic Survey in June 1991..
 MR0020
 MR0020.The geoid height was determined by GEOID03.
 MR0020
 MR0020.The dynamic height is computed by dividing the NAVD 88
 MR0020.geopotential number by the normal gravity value computed on the
 MR0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0020.degrees latitude (g = 980.6199 gals.).
 MR0020
 MR0020.The modeled gravity was interpolated from observed gravity values.
 MR0020
 MR0020;                    North         East    Units  Estimated Accuracy
 MR0020;SPC WY W     -   215,820.      783,750.      MT  (+/- 180 meters Scaled)
 MR0020
 MR0020                          SUPERSEDED SURVEY CONTROL
 MR0020
 MR0020  NGVD 29 (06/08/92) 1939.208  (m)         6362.22   (f) ADJUSTED    1 2
 MR0020
 MR0020.Superseded values are not recommended for survey control.
 MR0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0020.See file dsdata.txt to determine how the superseded data were derived.
 MR0020
 MR0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL602992(NAD 83)
 MR0020_MARKER: DB = BENCH MARK DISK
 MR0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0020_STAMPING: D 133 1958
 MR0020_MARK LOGO: CGS   
 MR0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0020+STABILITY: SURFACE MOTION
 MR0020
 MR0020  HISTORY     - Date     Condition        Report By
 MR0020  HISTORY     - 1958     MONUMENTED       CGS
 MR0020  HISTORY     - 1983     GOOD             NGS
 MR0020
 MR0020                          STATION DESCRIPTION
 MR0020
 MR0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0020'11.4 MI NE FROM CARTER.
 MR0020'ABOUT 11.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0020'STATION AT CARTER, 24 FEET SOUTHEAST OF THE 3RD TELEPHONE POLE WEST OF
 MR0020'MILEPOST 864, 7 FEET SOUTH OF THE SOUTH RAILROAD RIGHT OF WAY FENCE,
 MR0020'111 FEET SOUTH OF THE SOUTH RAIL, 95 FEET NORTH OF THE CENTER LINE OF
 MR0020'A TRACK ROAD, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 10 FEET
 MR0020'BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 MR0020'INCHES.
 MR0020
 MR0020                          STATION RECOVERY (1983)
 MR0020
 MR0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0145 ***********************************************************************
 MR0145  DESIGNATION -  D 134
 MR0145  PID         -  MR0145
 MR0145  STATE/COUNTY-  WY/UINTA
 MR0145  USGS QUAD   -  MILLIS (1965)
 MR0145
 MR0145                         *CURRENT SURVEY CONTROL
 MR0145  ___________________________________________________________________
 MR0145* NAD 83(1986)-  41 13 38.     (N)    110 55 03.     (W)     SCALED    
 MR0145* NAVD 88     -      2098.100  (meters)    6883.52   (feet)  ADJUSTED  
 MR0145  ___________________________________________________________________
 MR0145  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 MR0145  DYNAMIC HT  -        2096.140 (meters)    6877.09  (feet)  COMP
 MR0145  MODELED GRAV-     979,614.7   (mgal)                       NAVD 88
 MR0145
 MR0145  VERT ORDER  -  FIRST     CLASS II
 MR0145
 MR0145.The horizontal coordinates were scaled from a topographic map and have
 MR0145.an estimated accuracy of +/- 6 seconds.
 MR0145
 MR0145.The orthometric height was determined by differential leveling
 MR0145.and adjusted by the National Geodetic Survey in June 1991..
 MR0145
 MR0145.The geoid height was determined by GEOID03.
 MR0145
 MR0145.The dynamic height is computed by dividing the NAVD 88
 MR0145.geopotential number by the normal gravity value computed on the
 MR0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0145.degrees latitude (g = 980.6199 gals.).
 MR0145
 MR0145.The modeled gravity was interpolated from observed gravity values.
 MR0145
 MR0145;                    North         East    Units  Estimated Accuracy
 MR0145;SPC WY W     -   181,090.      730,060.      MT  (+/- 180 meters Scaled)
 MR0145
 MR0145                          SUPERSEDED SURVEY CONTROL
 MR0145
 MR0145  NGVD 29 (06/08/92) 2096.772  (m)         6879.16   (f) ADJUSTED    1 2
 MR0145
 MR0145.Superseded values are not recommended for survey control.
 MR0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0145.See file dsdata.txt to determine how the superseded data were derived.
 MR0145
 MR0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL069639(NAD 83)
 MR0145_MARKER: DB = BENCH MARK DISK
 MR0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0145_STAMPING: D 134 1958
 MR0145_MARK LOGO: CGS   
 MR0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0145
 MR0145  HISTORY     - Date     Condition        Report By
 MR0145  HISTORY     - 1958     MONUMENTED       CGS
 MR0145  HISTORY     - 1983     GOOD             NGS
 MR0145
 MR0145                          STATION DESCRIPTION
 MR0145
 MR0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0145'4.2 MI SE FROM EVANSTON.
 MR0145'ABOUT 4.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0145'STATION AT EVANSTON, 8 FEET SOUTHEAST OF MILEPOST 913, ABOUT 0.5 MILE
 MR0145'NORTHWEST OF MILLIS SIDING SIGN, 97 FEET SOUTHWEST OF THE SOUTHWEST
 MR0145'RAIL, 75 FEET NORTHEAST OF THE RIGHT OF WAY FENCE, 1 FOOT NORTHWEST OF
 MR0145'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS, AND
 MR0145'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 5 INCHES.
 MR0145
 MR0145                          STATION RECOVERY (1983)
 MR0145
 MR0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0125 ***********************************************************************
 MR0125  DESIGNATION -  D 135
 MR0125  PID         -  MR0125
 MR0125  STATE/COUNTY-  WY/UINTA
 MR0125  USGS QUAD   -  RAGAN (1978)
 MR0125
 MR0125                         *CURRENT SURVEY CONTROL
 MR0125  ___________________________________________________________________
 MR0125* NAD 83(1986)-  41 15 23.     (N)    110 40 49.     (W)     SCALED    
 MR0125* NAVD 88     -      2124.940  (meters)    6971.57   (feet)  ADJUSTED  
 MR0125  ___________________________________________________________________
 MR0125  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MR0125  DYNAMIC HT  -        2123.006 (meters)    6965.23  (feet)  COMP
 MR0125  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 MR0125
 MR0125  VERT ORDER  -  FIRST     CLASS II
 MR0125
 MR0125.The horizontal coordinates were scaled from a topographic map and have
 MR0125.an estimated accuracy of +/- 6 seconds.
 MR0125
 MR0125.The orthometric height was determined by differential leveling
 MR0125.and adjusted by the National Geodetic Survey in June 1991..
 MR0125
 MR0125.The geoid height was determined by GEOID03.
 MR0125
 MR0125.The dynamic height is computed by dividing the NAVD 88
 MR0125.geopotential number by the normal gravity value computed on the
 MR0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0125.degrees latitude (g = 980.6199 gals.).
 MR0125
 MR0125.The modeled gravity was interpolated from observed gravity values.
 MR0125
 MR0125;                    North         East    Units  Estimated Accuracy
 MR0125;SPC WY W     -   184,170.      749,970.      MT  (+/- 180 meters Scaled)
 MR0125
 MR0125                          SUPERSEDED SURVEY CONTROL
 MR0125
 MR0125  NGVD 29 (06/08/92) 2123.643  (m)         6967.32   (f) ADJUSTED    1 2
 MR0125
 MR0125.Superseded values are not recommended for survey control.
 MR0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0125.See file dsdata.txt to determine how the superseded data were derived.
 MR0125
 MR0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL267672(NAD 83)
 MR0125_MARKER: DB = BENCH MARK DISK
 MR0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0125_STAMPING: D 135 1958
 MR0125_MARK LOGO: CGS   
 MR0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0125
 MR0125  HISTORY     - Date     Condition        Report By
 MR0125  HISTORY     - 1958     MONUMENTED       CGS
 MR0125  HISTORY     - 1983     GOOD             NGS
 MR0125
 MR0125                          STATION DESCRIPTION
 MR0125
 MR0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0125'7.1 MI NE FROM ALTAMONT.
 MR0125'ABOUT 7.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0125'STATION AT ALTAMONT, ABOUT 0.5 MILE NORTHEAST OF MILEPOST 897, ABOUT
 MR0125'11 1/2 RAILS NORTHEAST OF SIGNAL 9865, AT THE FOOT OF THE SOUTHEAST
 MR0125'SLOPE OF A HILL, 89 FEET NORTHWEST OF THE NORTHWEST RAIL, 55 FEET
 MR0125'NORTHWEST OF THE RIGHT OF WAY FENCE, 7 FEET NORTHEAST OF A TELEPHONE
 MR0125'POLE, 1 1/2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 MR0125'THE LEVEL OF THE TRACKS, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE
 MR0125'PROJECTING 14 INCHES.
 MR0125
 MR0125                          STATION RECOVERY (1983)
 MR0125
 MR0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0195 ***********************************************************************
 PX0195  DESIGNATION -  D 14
 PX0195  PID         -  PX0195
 PX0195  STATE/COUNTY-  WY/PARK
 PX0195  USGS QUAD   -  WAPITI (1991)
 PX0195
 PX0195                         *CURRENT SURVEY CONTROL
 PX0195  ___________________________________________________________________
 PX0195* NAD 83(1986)-  44 28 26.     (N)    109 25 01.     (W)     SCALED    
 PX0195* NAVD 88     -      1702.238  (meters)    5584.76   (feet)  ADJUSTED  
 PX0195  ___________________________________________________________________
 PX0195  GEOID HEIGHT-          -9.18  (meters)                     GEOID03
 PX0195  DYNAMIC HT  -        1701.362 (meters)    5581.89  (feet)  COMP
 PX0195  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 PX0195
 PX0195  VERT ORDER  -  SECOND    CLASS 0
 PX0195
 PX0195.The horizontal coordinates were scaled from a topographic map and have
 PX0195.an estimated accuracy of +/- 6 seconds.
 PX0195
 PX0195.The orthometric height was determined by differential leveling
 PX0195.and adjusted by the National Geodetic Survey in June 1991..
 PX0195
 PX0195.The geoid height was determined by GEOID03.
 PX0195
 PX0195.The dynamic height is computed by dividing the NAVD 88
 PX0195.geopotential number by the normal gravity value computed on the
 PX0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0195.degrees latitude (g = 980.6199 gals.).
 PX0195
 PX0195.The modeled gravity was interpolated from observed gravity values.
 PX0195
 PX0195;                    North         East    Units  Estimated Accuracy
 PX0195;SPC WYWC     -   441,620.      546,940.      MT  (+/- 180 meters Scaled)
 PX0195
 PX0195                          SUPERSEDED SURVEY CONTROL
 PX0195
 PX0195  NGVD 29 (??/??/92) 1701.121  (m)         5581.09   (f) ADJ UNCH    2 0
 PX0195
 PX0195.Superseded values are not recommended for survey control.
 PX0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0195.See file dsdata.txt to determine how the superseded data were derived.
 PX0195
 PX0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ259257(NAD 83)
 PX0195_MARKER: DD = SURVEY DISK
 PX0195_SETTING: 80 = SET IN A BOULDER
 PX0195_STAMPING: 5580.750
 PX0195_MARK LOGO: USGS  
 PX0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0195+STABILITY: SURFACE MOTION
 PX0195
 PX0195  HISTORY     - Date     Condition        Report By
 PX0195  HISTORY     - 1923     MONUMENTED       USGS
 PX0195  HISTORY     - 1934     GOOD             NGS
 PX0195  HISTORY     - 20000712 MARK NOT FOUND   CGS
 PX0195
 PX0195                          STATION DESCRIPTION
 PX0195
 PX0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0195'19.3 MI W FROM CODY.
 PX0195'19.3 MILES WEST ALONG THE CODY-EAST ENTRANCE ROAD FROM CODY, PARK
 PX0195'COUNTY, 4.0 MILES WEST OF TROUT CREEK, 2,500 FEET WEST OF A LARGE
 PX0195'FRAME HOUSE NEAR THE RIVER, 20 FEET NORTHEAST OF A CULVERT, 36 FEET
 PX0195'NORTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A THUMB-SHAPED
 PX0195'BOULDER 4 FEET HIGH.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 PX0195'5580.750.
 PX0195
 PX0195                          STATION RECOVERY (2000)
 PX0195
 PX0195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0195'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0051 ***********************************************************************
 NR0051  DESIGNATION -  D 141
 NR0051  PID         -  NR0051
 NR0051  STATE/COUNTY-  WY/NATRONA
 NR0051  USGS QUAD   -  SHEEP CREEK (1960)
 NR0051
 NR0051                         *CURRENT SURVEY CONTROL
 NR0051  ___________________________________________________________________
 NR0051* NAD 83(1986)-  42 36 56.     (N)    106 21 20.     (W)     SCALED    
 NR0051* NAVD 88     -      1855.658  (meters)    6088.10   (feet)  ADJUSTED  
 NR0051  ___________________________________________________________________
 NR0051  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 NR0051  DYNAMIC HT  -        1854.395 (meters)    6083.96  (feet)  COMP
 NR0051  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 NR0051
 NR0051  VERT ORDER  -  SECOND    CLASS 0
 NR0051
 NR0051.The horizontal coordinates were scaled from a topographic map and have
 NR0051.an estimated accuracy of +/- 6 seconds.
 NR0051
 NR0051.The orthometric height was determined by differential leveling
 NR0051.and adjusted by the National Geodetic Survey in June 1991..
 NR0051
 NR0051.The geoid height was determined by GEOID03.
 NR0051
 NR0051.The dynamic height is computed by dividing the NAVD 88
 NR0051.geopotential number by the normal gravity value computed on the
 NR0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0051.degrees latitude (g = 980.6199 gals.).
 NR0051
 NR0051.The modeled gravity was interpolated from observed gravity values.
 NR0051
 NR0051;                    North         East    Units  Estimated Accuracy
 NR0051;SPC WYEC     -   335,410.      480,220.      MT  (+/- 180 meters Scaled)
 NR0051
 NR0051                          SUPERSEDED SURVEY CONTROL
 NR0051
 NR0051  NGVD 29 (??/??/92) 1854.714  (m)         6085.01   (f) ADJ UNCH    2 0
 NR0051
 NR0051.Superseded values are not recommended for survey control.
 NR0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0051.See file dsdata.txt to determine how the superseded data were derived.
 NR0051
 NR0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH888190(NAD 83)
 NR0051_MARKER: DB = BENCH MARK DISK
 NR0051_SETTING: 80 = SET IN A BOULDER
 NR0051_SP_SET: BOULDER
 NR0051_STAMPING: D 141 1959
 NR0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0051+STABILITY: SURFACE MOTION
 NR0051
 NR0051  HISTORY     - Date     Condition        Report By
 NR0051  HISTORY     - 1959     MONUMENTED       CGS
 NR0051
 NR0051                          STATION DESCRIPTION
 NR0051
 NR0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0051'28.65 MI S FROM CASPER.
 NR0051'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0051'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0051'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0051'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0051'ROAD, THENCE ABOUT 3.85 MILES SOUTHEAST ALONG A DIRT ROAD, 70 FEET
 NR0051'EAST OF THE CENTER LINE OF THE ROAD, IN SECTION 25, R 80 W, T 31 N, IN
 NR0051'THE TOP OF THE SOUTHEAST END OF A BOULDER WHICH IS ABOUT 6 FEET LONG,
 NR0051'67 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 54
 NR0051'FEET EAST OF A NORTH-SOUTH FENCE, 30 FEET SOUTH OF AN EAST-WEST FENCE,
 NR0051'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD, AND ABOUT 1 FOOT ABOVE THE
 NR0051'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0088 ***********************************************************************
 NR0088  DESIGNATION -  D 142
 NR0088  PID         -  NR0088
 NR0088  STATE/COUNTY-  WY/CARBON
 NR0088  USGS QUAD   -  CHALK HILLS (1984)
 NR0088
 NR0088                         *CURRENT SURVEY CONTROL
 NR0088  ___________________________________________________________________
 NR0088* NAD 83(1986)-  42 15 34.     (N)    106 07 18.     (W)     SCALED    
 NR0088* NAVD 88     -      2104.786  (meters)    6905.45   (feet)  ADJUSTED  
 NR0088  ___________________________________________________________________
 NR0088  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 NR0088  DYNAMIC HT  -        2103.138 (meters)    6900.05  (feet)  COMP
 NR0088  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 NR0088
 NR0088  VERT ORDER  -  SECOND    CLASS 0
 NR0088
 NR0088.The horizontal coordinates were scaled from a topographic map and have
 NR0088.an estimated accuracy of +/- 6 seconds.
 NR0088
 NR0088.The orthometric height was determined by differential leveling
 NR0088.and adjusted by the National Geodetic Survey in June 1991..
 NR0088
 NR0088.The geoid height was determined by GEOID03.
 NR0088
 NR0088.The dynamic height is computed by dividing the NAVD 88
 NR0088.geopotential number by the normal gravity value computed on the
 NR0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0088.degrees latitude (g = 980.6199 gals.).
 NR0088
 NR0088.The modeled gravity was interpolated from observed gravity values.
 NR0088
 NR0088;                    North         East    Units  Estimated Accuracy
 NR0088;SPC WYEC     -   296,110.      499,970.      MT  (+/- 180 meters Scaled)
 NR0088
 NR0088                          SUPERSEDED SURVEY CONTROL
 NR0088
 NR0088  NGVD 29 (??/??/92) 2103.728  (m)         6901.98   (f) ADJ UNCH    2 0
 NR0088
 NR0088.Superseded values are not recommended for survey control.
 NR0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0088.See file dsdata.txt to determine how the superseded data were derived.
 NR0088
 NR0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG074791(NAD 83)
 NR0088_MARKER: DB = BENCH MARK DISK
 NR0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0088_STAMPING: D 142 1959
 NR0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0088+STABILITY: SURFACE MOTION
 NR0088
 NR0088  HISTORY     - Date     Condition        Report By
 NR0088  HISTORY     - 1959     MONUMENTED       CGS
 NR0088
 NR0088                          STATION DESCRIPTION
 NR0088
 NR0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0088'28.8 MI N FROM MEDICINE BOW.
 NR0088'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0088'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0088'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0088'ABOUT 9.7 MILES NORTHEAST ALONG A DIRT ROAD, 48 FEET SOUTHEAST OF THE
 NR0088'CENTER LINE OF THE ROAD, IN SECTION 31, R 77 W, T 27 N, ABOUT 0.5 MILE
 NR0088'NORTHEAST OF LITTLE MEDICINE BOW RIVER BRIDGE, 140 FEET SOUTH OF THE
 NR0088'CENTER OF THE JUNCTION OF A ROAD LEADING EAST, ABOUT LEVEL WITH THE
 NR0088'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0334 ***********************************************************************
 NQ0334  DESIGNATION -  D 143
 NQ0334  PID         -  NQ0334
 NQ0334  STATE/COUNTY-  WY/PLATTE
 NQ0334  USGS QUAD   -  HIGHTOWER (1981)
 NQ0334
 NQ0334                         *CURRENT SURVEY CONTROL
 NQ0334  ___________________________________________________________________
 NQ0334* NAD 83(1986)-  42 05 20.     (N)    105 03 37.     (W)     SCALED    
 NQ0334* NAVD 88     -      1428.913  (meters)    4688.03   (feet)  ADJUSTED  
 NQ0334  ___________________________________________________________________
 NQ0334  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 NQ0334  DYNAMIC HT  -        1428.003 (meters)    4685.04  (feet)  COMP
 NQ0334  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 NQ0334
 NQ0334  VERT ORDER  -  SECOND    CLASS 0
 NQ0334
 NQ0334.The horizontal coordinates were scaled from a topographic map and have
 NQ0334.an estimated accuracy of +/- 6 seconds.
 NQ0334
 NQ0334.The orthometric height was determined by differential leveling
 NQ0334.and adjusted by the National Geodetic Survey in June 1991..
 NQ0334
 NQ0334.The geoid height was determined by GEOID03.
 NQ0334
 NQ0334.The dynamic height is computed by dividing the NAVD 88
 NQ0334.geopotential number by the normal gravity value computed on the
 NQ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0334.degrees latitude (g = 980.6199 gals.).
 NQ0334
 NQ0334.The modeled gravity was interpolated from observed gravity values.
 NQ0334
 NQ0334;                    North         East    Units  Estimated Accuracy
 NQ0334;SPC WY E     -   176,460.      208,800.      MT  (+/- 180 meters Scaled)
 NQ0334
 NQ0334                          SUPERSEDED SURVEY CONTROL
 NQ0334
 NQ0334  NGVD 29 (??/??/92) 1428.121  (m)         4685.43   (f) ADJ UNCH    2 0
 NQ0334
 NQ0334.Superseded values are not recommended for survey control.
 NQ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0334.See file dsdata.txt to determine how the superseded data were derived.
 NQ0334
 NQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG950596(NAD 83)
 NQ0334_MARKER: DB = BENCH MARK DISK
 NQ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0334_STAMPING: D 143 1959
 NQ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0334+STABILITY: SURFACE MOTION
 NQ0334
 NQ0334  HISTORY     - Date     Condition        Report By
 NQ0334  HISTORY     - 1959     MONUMENTED       CGS
 NQ0334
 NQ0334                          STATION DESCRIPTION
 NQ0334
 NQ0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0334'8.1 MI NW FROM WHEATLAND.
 NQ0334'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0334'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.7 MILES NORTHWEST
 NQ0334'ALONG STATE HIGHWAY 107, IN THE NORTHEAST CORNER OF SECTION 1,
 NQ0334'T 24 N, R 69 W, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 NQ0334'83 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A GRADED DIRT ROAD
 NQ0334'LEADING SOUTH, 66 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD, 41
 NQ0334'FEET EAST OF A BRACED POWER POLE, 2 1/2 FEET NORTH OF A FENCE, 2.5
 NQ0334'FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL
 NQ0334'OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 NQ0334'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0364 ***********************************************************************
 NQ0364  DESIGNATION -  D 144
 NQ0364  PID         -  NQ0364
 NQ0364  STATE/COUNTY-  WY/ALBANY
 NQ0364  USGS QUAD   -  DAVIDSON FLATS (1992)
 NQ0364
 NQ0364                         *CURRENT SURVEY CONTROL
 NQ0364  ___________________________________________________________________
 NQ0364* NAD 83(1986)-  42 06 59.     (N)    105 25 49.     (W)     SCALED    
 NQ0364* NAVD 88     -      2161.446  (meters)    7091.34   (feet)  ADJUSTED  
 NQ0364  ___________________________________________________________________
 NQ0364  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 NQ0364  DYNAMIC HT  -        2159.848 (meters)    7086.10  (feet)  COMP
 NQ0364  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 NQ0364
 NQ0364  VERT ORDER  -  SECOND    CLASS 0
 NQ0364
 NQ0364.The horizontal coordinates were scaled from a topographic map and have
 NQ0364.an estimated accuracy of +/- 6 seconds.
 NQ0364
 NQ0364.The orthometric height was determined by differential leveling
 NQ0364.and adjusted by the National Geodetic Survey in June 1991..
 NQ0364
 NQ0364.The geoid height was determined by GEOID03.
 NQ0364
 NQ0364.The dynamic height is computed by dividing the NAVD 88
 NQ0364.geopotential number by the normal gravity value computed on the
 NQ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0364.degrees latitude (g = 980.6199 gals.).
 NQ0364
 NQ0364.The modeled gravity was interpolated from observed gravity values.
 NQ0364
 NQ0364;                    North         East    Units  Estimated Accuracy
 NQ0364;SPC WY E     -   179,540.      178,200.      MT  (+/- 180 meters Scaled)
 NQ0364
 NQ0364                          SUPERSEDED SURVEY CONTROL
 NQ0364
 NQ0364  NGVD 29 (??/??/92) 2160.531  (m)         7088.34   (f) ADJ UNCH    2 0
 NQ0364
 NQ0364.Superseded values are not recommended for survey control.
 NQ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0364.See file dsdata.txt to determine how the superseded data were derived.
 NQ0364
 NQ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG644627(NAD 83)
 NQ0364_MARKER: DB = BENCH MARK DISK
 NQ0364_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0364_SP_SET: ROCK OUTCROP
 NQ0364_STAMPING: D 144 1959
 NQ0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0364+STABILITY: POSITION/ELEVATION WELL
 NQ0364
 NQ0364  HISTORY     - Date     Condition        Report By
 NQ0364  HISTORY     - 1959     MONUMENTED       CGS
 NQ0364
 NQ0364                          STATION DESCRIPTION
 NQ0364
 NQ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0364'13.6 MI E FROM GARRETT.
 NQ0364'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0364'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG
 NQ0364'A GRADED DIRT ROAD, THENCE ABOUT 3.55 MILES NORTHEAST ALONG A
 NQ0364'TRACK ROAD TO THE JUNCTION OF A TRACK ROAD IN THE BOTTOM OF A
 NQ0364'DRAW, THENCE ABOUT 4.15 MILES SOUTHEAST ALONG A TRACK ROAD,
 NQ0364'THENCE ABOUT 2.4 MILES NORTHEAST ALONG A TRACK ROAD LEADING TO
 NQ0364'THE WILSON RANCH, OR ABOUT 0.4 MILE NORTH ALONG THE COLORADO
 NQ0364'AND SOUTHERN RAILROAD FROM THE STATION AT WHEATLAND, THENCE
 NQ0364'ABOUT 7.95 MILES NORTHWEST ALONG STATE HIGHWAY 107, THENCE ABOUT
 NQ0364'7.6 MILES NORTHWEST ALONG A PAVED ROAD, THENCE ABOUT 14.65 MILES
 NQ0364'WEST ALONG A GRADED DIRT ROAD TO THE COTTONWOOD PARK ROAD
 NQ0364'JUNCTION, THENCE ABOUT 3.05 MILES SOUTHWEST ALONG A GRADED
 NQ0364'DIRT ROAD, IN THE EAST SIDE OF SECTION 26, T 25 N, R 72 W, 64
 NQ0364'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 NQ0364'ROCK OUTCROP PROJECTING 6 INCHES, AT THE JUNCTION OF A GRADED
 NQ0364'DIRT ROAD LEADING SOUTHEAST, ON THE CREST OF A SMALL ROCKY KNOLL
 NQ0364'WHICH IS ABOUT 200 FEET NORTH OF A PROMINENT ROCK WALL ON THE
 NQ0364'CREST OF A KNOB HILL, 205 FEET SOUTH OF A FENCE, 172 FEET SOUTH
 NQ0364'OF THE CENTER OF THE JUNCTION, AND ABOUT 129 FEET SOUTHEAST OF
 NQ0364'THE CENTER OF THE TRACK ROAD.  THE MARK IS ABOUT 6 FEET ABOVE
 NQ0364'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0388 ***********************************************************************
 NQ0388  DESIGNATION -  D 145
 NQ0388  PID         -  NQ0388
 NQ0388  STATE/COUNTY-  WY/ALBANY
 NQ0388  USGS QUAD   -  ROGERS CREEK (1968)
 NQ0388
 NQ0388                         *CURRENT SURVEY CONTROL
 NQ0388  ___________________________________________________________________
 NQ0388* NAD 83(1986)-  42 08 00.     (N)    105 45 54.     (W)     SCALED    
 NQ0388* NAVD 88     -      2156.296  (meters)    7074.45   (feet)  ADJUSTED  
 NQ0388  ___________________________________________________________________
 NQ0388  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 NQ0388  DYNAMIC HT  -        2154.621 (meters)    7068.95  (feet)  COMP
 NQ0388  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 NQ0388
 NQ0388  VERT ORDER  -  SECOND    CLASS 0
 NQ0388
 NQ0388.The horizontal coordinates were scaled from a topographic map and have
 NQ0388.an estimated accuracy of +/- 6 seconds.
 NQ0388
 NQ0388.The orthometric height was determined by differential leveling
 NQ0388.and adjusted by the National Geodetic Survey in June 1991..
 NQ0388
 NQ0388.The geoid height was determined by GEOID03.
 NQ0388
 NQ0388.The dynamic height is computed by dividing the NAVD 88
 NQ0388.geopotential number by the normal gravity value computed on the
 NQ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0388.degrees latitude (g = 980.6199 gals.).
 NQ0388
 NQ0388.The modeled gravity was interpolated from observed gravity values.
 NQ0388
 NQ0388;                    North         East    Units  Estimated Accuracy
 NQ0388;SPC WY E     -   181,560.      150,530.      MT  (+/- 180 meters Scaled)
 NQ0388
 NQ0388                          SUPERSEDED SURVEY CONTROL
 NQ0388
 NQ0388  NGVD 29 (??/??/92) 2155.285  (m)         7071.13   (f) ADJ UNCH    2 0
 NQ0388
 NQ0388.Superseded values are not recommended for survey control.
 NQ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0388.See file dsdata.txt to determine how the superseded data were derived.
 NQ0388
 NQ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG367648(NAD 83)
 NQ0388_MARKER: DB = BENCH MARK DISK
 NQ0388_SETTING: 0 = UNSPECIFIED SETTING
 NQ0388_STAMPING: D 145 1959
 NQ0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0388
 NQ0388  HISTORY     - Date     Condition        Report By
 NQ0388  HISTORY     - 1959     MONUMENTED       CGS
 NQ0388
 NQ0388                          STATION DESCRIPTION
 NQ0388
 NQ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0388'10.4 MI NW FROM GARRETT.
 NQ0388'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0388'POST OFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG A
 NQ0388'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6 MILE
 NQ0388'SOUTH ALONG THE OLD FORT FETTERMAN ROAD WHICH IS COUNTY ROAD 61,
 NQ0388'THENCE ABOUT 1.1 MILES NORTHWEST ALONG A GRADED DIRT ROAD WHICH
 NQ0388'IS COUNTY ROAD 64, IN THE WEST SIDE OF SECTION 18, T 25 N,
 NQ0388'R 74 W, 81 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 NQ0388'0.15 MILE SOUTHEAST OF THE JUNCTION OF A TRACK ROAD, 1.5 FEET
 NQ0388'NORTHWEST OF A METAL WITNESS POST, AND ABOUT 3 FEET BELOW THE
 NQ0388'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0412 ***********************************************************************
 NQ0412  DESIGNATION -  D 146
 NQ0412  PID         -  NQ0412
 NQ0412  STATE/COUNTY-  WY/ALBANY
 NQ0412  USGS QUAD   -  PASS CREEK (1964)
 NQ0412
 NQ0412                         *CURRENT SURVEY CONTROL
 NQ0412  ___________________________________________________________________
 NQ0412* NAD 83(1986)-  42 20 29.     (N)    105 56 50.     (W)     SCALED    
 NQ0412* NAVD 88     -      2255.660  (meters)    7400.44   (feet)  ADJUSTED  
 NQ0412  ___________________________________________________________________
 NQ0412  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 NQ0412  DYNAMIC HT  -        2253.911 (meters)    7394.71  (feet)  COMP
 NQ0412  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 NQ0412
 NQ0412  VERT ORDER  -  SECOND    CLASS 0
 NQ0412
 NQ0412.The horizontal coordinates were scaled from a topographic map and have
 NQ0412.an estimated accuracy of +/- 6 seconds.
 NQ0412
 NQ0412.The orthometric height was determined by differential leveling
 NQ0412.and adjusted by the National Geodetic Survey in June 1991..
 NQ0412
 NQ0412.The geoid height was determined by GEOID03.
 NQ0412
 NQ0412.The dynamic height is computed by dividing the NAVD 88
 NQ0412.geopotential number by the normal gravity value computed on the
 NQ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0412.degrees latitude (g = 980.6199 gals.).
 NQ0412
 NQ0412.The modeled gravity was interpolated from observed gravity values.
 NQ0412
 NQ0412;                    North         East    Units  Estimated Accuracy
 NQ0412;SPC WY E     -   204,790.      135,680.      MT  (+/- 180 meters Scaled)
 NQ0412
 NQ0412                          SUPERSEDED SURVEY CONTROL
 NQ0412
 NQ0412  NGVD 29 (??/??/92) 2254.608  (m)         7396.99   (f) ADJ UNCH    2 0
 NQ0412
 NQ0412.Superseded values are not recommended for survey control.
 NQ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0412.See file dsdata.txt to determine how the superseded data were derived.
 NQ0412
 NQ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG219881(NAD 83)
 NQ0412_MARKER: DB = BENCH MARK DISK
 NQ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0412_STAMPING: D 146 1959
 NQ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0412+STABILITY: SURFACE MOTION
 NQ0412
 NQ0412  HISTORY     - Date     Condition        Report By
 NQ0412  HISTORY     - 1959     MONUMENTED       CGS
 NQ0412
 NQ0412                          STATION DESCRIPTION
 NQ0412
 NQ0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0412'3.8 MI SE FROM LITTLE MEDICINE.
 NQ0412'ABOUT 3.75 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE RANCH
 NQ0412'BUILDINGS AT LITTLE MEDICINE, 56 FEET NORTHEAST OF THE CENTER
 NQ0412'LINE OF THE ROAD, IN THE WEST SIDE OF SECTION 3, T 27 N, R 76 W,
 NQ0412'ABOUT 0.4 MILE NORTHWEST OF THE JUNCTION OF A DIM TRACK ROAD
 NQ0412'LEADING EAST FROM THE TOP OF A HILL, 50 FEET NORTHEAST OF THE
 NQ0412'NORTHEAST END OF A CATTLE GUARD, 3 FEET NORTHWEST OF A FENCE,
 NQ0412'2.0 FEET NORTHEAST OF A METAL WITNESS POST, AND IN THE TOP
 NQ0412'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0337 ***********************************************************************
 MP0337  DESIGNATION -  D 15
 MP0337  PID         -  MP0337
 MP0337  STATE/COUNTY-  WY/CARBON
 MP0337  USGS QUAD   -  PEACH ORCHARD FLAT (1982)
 MP0337
 MP0337                         *CURRENT SURVEY CONTROL
 MP0337  ___________________________________________________________________
 MP0337* NAD 83(1986)-  41 09 20.     (N)    107 40 07.     (W)     SCALED    
 MP0337* NAVD 88     -      1942.374  (meters)    6372.61   (feet)  ADJUSTED  
 MP0337  ___________________________________________________________________
 MP0337  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MP0337  DYNAMIC HT  -        1940.625 (meters)    6366.87  (feet)  COMP
 MP0337  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 MP0337
 MP0337  VERT ORDER  -  FIRST     CLASS II
 MP0337
 MP0337.The horizontal coordinates were scaled from a topographic map and have
 MP0337.an estimated accuracy of +/- 6 seconds.
 MP0337
 MP0337.The orthometric height was determined by differential leveling
 MP0337.and adjusted by the National Geodetic Survey in June 1991..
 MP0337
 MP0337.The geoid height was determined by GEOID03.
 MP0337
 MP0337.The dynamic height is computed by dividing the NAVD 88
 MP0337.geopotential number by the normal gravity value computed on the
 MP0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0337.degrees latitude (g = 980.6199 gals.).
 MP0337
 MP0337.The modeled gravity was interpolated from observed gravity values.
 MP0337
 MP0337;                    North         East    Units  Estimated Accuracy
 MP0337;SPC WYEC     -   172,850.      371,860.      MT  (+/- 180 meters Scaled)
 MP0337
 MP0337                          SUPERSEDED SURVEY CONTROL
 MP0337
 MP0337  NGVD 29 (??/??/92) 1941.160  (m)         6368.62   (f) ADJ UNCH    1 2
 MP0337
 MP0337.Superseded values are not recommended for survey control.
 MP0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0337.See file dsdata.txt to determine how the superseded data were derived.
 MP0337
 MP0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF760594(NAD 83)
 MP0337_MARKER: DB = BENCH MARK DISK
 MP0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0337_STAMPING: D 15 1933
 MP0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0337+STABILITY: SURFACE MOTION
 MP0337
 MP0337  HISTORY     - Date     Condition        Report By
 MP0337  HISTORY     - 1933     MONUMENTED       CGS
 MP0337  HISTORY     - 1945     GOOD             NGS
 MP0337  HISTORY     - 1978     GOOD             USGS
 MP0337
 MP0337                          STATION DESCRIPTION
 MP0337
 MP0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0337'9.2 MI N FROM BAGGS.
 MP0337'ABOUT 9.2 MILES NORTH ALONG THE BAGGS-WAMSUTTER HIGHWAY FROM BAGGS,
 MP0337'CARBON COUNTY, ABOUT 500 FEET NORTH OF WHERE MUDDY RIVER HAS NEARLY
 MP0337'CUT INTO THE HIGHWAY, AT THE POINT OF A REVERSE CURVE WHERE THE OLD
 MP0337'ROAD RUNS INTO A SIDEHILL CUT ON A SMALL HILL WEST OF THE NEW ROAD,
 MP0337'NEAR RAMPS ON BOTH SIDES OF THE ROAD, 35 FEET SOUTH OF A 30-INCH
 MP0337'CORRUGATED IRON PIPE CULVERT, 77 FEET EAST OF THE CENTER LINE OF THE
 MP0337'HIGHWAY, AND 27 FEET SOUTH OF THE CENTER LINE OF THE EAST RAMP.  A
 MP0337'STANDARD DISK, STAMPED D 15 1933 AND SET IN THE TOP OF A CONCRETE
 MP0337'POST.
 MP0337
 MP0337                          STATION RECOVERY (1945)
 MP0337
 MP0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 MP0337'RECOVERED IN GOOD CONDITION.
 MP0337
 MP0337                          STATION RECOVERY (1978)
 MP0337
 MP0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MP0337'ABOUT 9.2 MILES NORTH ALONG STATE HIGHWAY 789 FROM THE POST OFFICE
 MP0337'AT, APPROXIMATELY 1.2 MILES NORTH OF TWO LARGE METAL BUILDINGS ON
 MP0337'EAST SIDE OF HIGHWAY, ABOUT 500 FT. NORTH OF WHERE MUDDY CREEK HAS
 MP0337'NEARLY CUT INTO THE HIGHWAY, 47 FT. SOUTH OF A SMALL DRAIN, 137 FT.
 MP0337'EAST OF CENTER OF HIGHWAY, 38 FT. EAST OF ROW FENCE, IN CONCRETE POST
 MP0337'PROJECTING 0.5 FT., A STANDARD DISK STAMPED D 15, 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0313 ***********************************************************************
 MO0313  DESIGNATION -  D 150
 MO0313  PID         -  MO0313
 MO0313  STATE/COUNTY-  WY/PLATTE
 MO0313  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0313
 MO0313                         *CURRENT SURVEY CONTROL
 MO0313  ___________________________________________________________________
 MO0313* NAD 83(1986)-  41 39 36.     (N)    104 47 17.     (W)     SCALED    
 MO0313* NAVD 88     -      1717.467  (meters)    5634.72   (feet)  ADJUSTED  
 MO0313  ___________________________________________________________________
 MO0313  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 MO0313  DYNAMIC HT  -        1716.148 (meters)    5630.40  (feet)  COMP
 MO0313  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 MO0313
 MO0313  VERT ORDER  -  SECOND    CLASS 0
 MO0313
 MO0313.The horizontal coordinates were scaled from a topographic map and have
 MO0313.an estimated accuracy of +/- 6 seconds.
 MO0313
 MO0313.The orthometric height was determined by differential leveling
 MO0313.and adjusted by the National Geodetic Survey in June 1991..
 MO0313
 MO0313.The geoid height was determined by GEOID03.
 MO0313
 MO0313.The dynamic height is computed by dividing the NAVD 88
 MO0313.geopotential number by the normal gravity value computed on the
 MO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0313.degrees latitude (g = 980.6199 gals.).
 MO0313
 MO0313.The modeled gravity was interpolated from observed gravity values.
 MO0313
 MO0313;                    North         East    Units  Estimated Accuracy
 MO0313;SPC WY E     -   128,890.      231,530.      MT  (+/- 180 meters Scaled)
 MO0313
 MO0313                          SUPERSEDED SURVEY CONTROL
 MO0313
 MO0313  NGVD 29 (??/??/92) 1716.58   (m)         5631.8    (f) COMPUTED    2 0
 MO0313
 MO0313.Superseded values are not recommended for survey control.
 MO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0313.See file dsdata.txt to determine how the superseded data were derived.
 MO0313
 MO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG176120(NAD 83)
 MO0313_MARKER: DB = BENCH MARK DISK
 MO0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0313_STAMPING: D 150 1960
 MO0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0313+STABILITY: SURFACE MOTION
 MO0313
 MO0313  HISTORY     - Date     Condition        Report By
 MO0313  HISTORY     - 1960     MONUMENTED       CGS
 MO0313
 MO0313                          STATION DESCRIPTION
 MO0313
 MO0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MO0313'7 MI SE FROM CHUGWATER.
 MO0313'7.4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0313'CHUGWATER, WYOMING, THENCE 2.7 MILES EAST ALONG THE ROAD LEADING
 MO0313'TO MISSILE SITE, THENCE 0.5 MILE NORTH ALONG SAME ROAD, 49 FEET
 MO0313'EAST OF CENTER OF ROAD, 3 FEET NORTH OF A GATE, 1 FOOT WEST OF
 MO0313'A FENCE, 4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MO0313'CONCRETE POST PROJECTING 10 INCHES, ABOUT 2 FEET ABOVE THE LEVEL
 MO0313'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0054 ***********************************************************************
 MQ0054  DESIGNATION -  D 151
 MQ0054  PID         -  MQ0054
 MQ0054  STATE/COUNTY-  WY/SWEETWATER
 MQ0054  USGS QUAD   -  ERICKSON-KENT RANCH (1978)
 MQ0054
 MQ0054                         *CURRENT SURVEY CONTROL
 MQ0054  ___________________________________________________________________
 MQ0054* NAD 83(1986)-  41 11 37.     (N)    108 50 04.     (W)     SCALED    
 MQ0054* NAVD 88     -      2148.796  (meters)    7049.84   (feet)  ADJUSTED  
 MQ0054  ___________________________________________________________________
 MQ0054  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 MQ0054  DYNAMIC HT  -        2146.810 (meters)    7043.33  (feet)  COMP
 MQ0054  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 MQ0054
 MQ0054  VERT ORDER  -  SECOND    CLASS 0
 MQ0054
 MQ0054.The horizontal coordinates were scaled from a topographic map and have
 MQ0054.an estimated accuracy of +/- 6 seconds.
 MQ0054
 MQ0054.The orthometric height was determined by differential leveling
 MQ0054.and adjusted by the National Geodetic Survey in June 1991..
 MQ0054
 MQ0054.The geoid height was determined by GEOID03.
 MQ0054
 MQ0054.The dynamic height is computed by dividing the NAVD 88
 MQ0054.geopotential number by the normal gravity value computed on the
 MQ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0054.degrees latitude (g = 980.6199 gals.).
 MQ0054
 MQ0054.The modeled gravity was interpolated from observed gravity values.
 MQ0054
 MQ0054;                    North         East    Units  Estimated Accuracy
 MQ0054;SPC WYWC     -    77,030.      592,920.      MT  (+/- 180 meters Scaled)
 MQ0054
 MQ0054                          SUPERSEDED SURVEY CONTROL
 MQ0054
 MQ0054  NGVD 29 (??/??/92) 2147.41   (m)         7045.3    (f) COMPUTED    2 0
 MQ0054
 MQ0054.Superseded values are not recommended for survey control.
 MQ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0054.See file dsdata.txt to determine how the superseded data were derived.
 MQ0054
 MQ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL815625(NAD 83)
 MQ0054_MARKER: DB = BENCH MARK DISK
 MQ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0054_STAMPING: D 151 1962
 MQ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0054+STABILITY: SURFACE MOTION
 MQ0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0054+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0054
 MQ0054  HISTORY     - Date     Condition        Report By
 MQ0054  HISTORY     - 1962     MONUMENTED       CGS
 MQ0054  HISTORY     - 1982     GOOD             NGS
 MQ0054  HISTORY     - 20011003 GOOD             WYHD
 MQ0054
 MQ0054                          STATION DESCRIPTION
 MQ0054
 MQ0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0054'40.2 MI SE FROM ROCK SPRINGS.
 MQ0054'40.2 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0054'ROCK SPRINGS, AT THE JUNCTION OF A DIRT ROAD WEST, 68 FEET WEST OF THE
 MQ0054'CENTER LINE OF THE HIGHWAY, 93 FEET NORTH OF THE CENTER LINE OF THE
 MQ0054'ROAD, 5.4 FEET SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN
 MQ0054'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 MQ0054'ABOVE THE GROUND.
 MQ0054
 MQ0054                          STATION RECOVERY (1982)
 MQ0054
 MQ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0054'A NEW WITNESS POST SIGN WAS ADDED. IT IS 64.7 KM (40.2 MI) SOUTHEAST
 MQ0054'ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT ROCK SPRINGS AND 20.7
 MQ0054'M (68 FT) WEST-SOUTHWEST FROM STATE HIGHWAY 430.
 MQ0054
 MQ0054                          STATION RECOVERY (2001)
 MQ0054
 MQ0054'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0033 ***********************************************************************
 MQ0033  DESIGNATION -  D 152
 MQ0033  PID         -  MQ0033
 MQ0033  STATE/COUNTY-  WY/SWEETWATER
 MQ0033  USGS QUAD   -  CAMEL ROCK (1976)
 MQ0033
 MQ0033                         *CURRENT SURVEY CONTROL
 MQ0033  ___________________________________________________________________
 MQ0033* NAD 83(1986)-  41 26 49.     (N)    108 56 24.     (W)     SCALED    
 MQ0033* NAVD 88     -      2016.909  (meters)    6617.14   (feet)  ADJUSTED  
 MQ0033  ___________________________________________________________________
 MQ0033  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 MQ0033  DYNAMIC HT  -        2015.188 (meters)    6611.50  (feet)  COMP
 MQ0033  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 MQ0033
 MQ0033  VERT ORDER  -  SECOND    CLASS 0
 MQ0033
 MQ0033.The horizontal coordinates were scaled from a topographic map and have
 MQ0033.an estimated accuracy of +/- 6 seconds.
 MQ0033
 MQ0033.The orthometric height was determined by differential leveling
 MQ0033.and adjusted by the National Geodetic Survey in June 1991..
 MQ0033
 MQ0033.The geoid height was determined by GEOID03.
 MQ0033
 MQ0033.The dynamic height is computed by dividing the NAVD 88
 MQ0033.geopotential number by the normal gravity value computed on the
 MQ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0033.degrees latitude (g = 980.6199 gals.).
 MQ0033
 MQ0033.The modeled gravity was interpolated from observed gravity values.
 MQ0033
 MQ0033;                    North         East    Units  Estimated Accuracy
 MQ0033;SPC WYWC     -   105,170.      584,120.      MT  (+/- 180 meters Scaled)
 MQ0033
 MQ0033                          SUPERSEDED SURVEY CONTROL
 MQ0033
 MQ0033  NGVD 29 (??/??/92) 2015.624  (m)         6612.93   (f) ADJ UNCH    2 0
 MQ0033
 MQ0033.Superseded values are not recommended for survey control.
 MQ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0033.See file dsdata.txt to determine how the superseded data were derived.
 MQ0033
 MQ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL720904(NAD 83)
 MQ0033_MARKER: DB = BENCH MARK DISK
 MQ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0033_STAMPING: D 152 1962
 MQ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0033+STABILITY: SURFACE MOTION
 MQ0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0033+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0033
 MQ0033  HISTORY     - Date     Condition        Report By
 MQ0033  HISTORY     - 1962     MONUMENTED       CGS
 MQ0033  HISTORY     - 20011003 GOOD             WYHD
 MQ0033
 MQ0033                          STATION DESCRIPTION
 MQ0033
 MQ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0033'18.7 MI SE FROM ROCK SPRINGS.
 MQ0033'18.7 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0033'ROCK SPRINGS, 65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 MQ0033'WEST OF A DRAINAGE DITCH, 2.1 FEET SOUTH OF A WITNESS POST, ABOUT 1
 MQ0033'1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MQ0033'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MQ0033
 MQ0033                          STATION RECOVERY (2001)
 MQ0033
 MQ0033'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0213 ***********************************************************************
 MQ0213  DESIGNATION -  D 153
 MQ0213  PID         -  MQ0213
 MQ0213  STATE/COUNTY-  WY/SWEETWATER
 MQ0213  USGS QUAD   -  HAWKS NEST (1987)
 MQ0213
 MQ0213                         *CURRENT SURVEY CONTROL
 MQ0213  ___________________________________________________________________
 MQ0213* NAD 83(1986)-  41 00 02.     (N)    109 22 26.     (W)     SCALED    
 MQ0213* NAVD 88     -      2001.309  (meters)    6565.96   (feet)  ADJUSTED  
 MQ0213  ___________________________________________________________________
 MQ0213  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 MQ0213  DYNAMIC HT  -        1999.495 (meters)    6560.01  (feet)  COMP
 MQ0213  MODELED GRAV-     979,646.4   (mgal)                       NAVD 88
 MQ0213
 MQ0213  VERT ORDER  -  SECOND    CLASS 0
 MQ0213
 MQ0213.The horizontal coordinates were scaled from a topographic map and have
 MQ0213.an estimated accuracy of +/- 6 seconds.
 MQ0213
 MQ0213.The orthometric height was determined by differential leveling
 MQ0213.and adjusted by the National Geodetic Survey in June 1991..
 MQ0213
 MQ0213.The geoid height was determined by GEOID03.
 MQ0213
 MQ0213.The dynamic height is computed by dividing the NAVD 88
 MQ0213.geopotential number by the normal gravity value computed on the
 MQ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0213.degrees latitude (g = 980.6199 gals.).
 MQ0213
 MQ0213.The modeled gravity was interpolated from observed gravity values.
 MQ0213
 MQ0213;                    North         East    Units  Estimated Accuracy
 MQ0213;SPC WYWC     -    55,770.      547,510.      MT  (+/- 180 meters Scaled)
 MQ0213
 MQ0213                          SUPERSEDED SURVEY CONTROL
 MQ0213
 MQ0213  NGVD 29 (??/??/92) 2000.018  (m)         6561.73   (f) ADJ UNCH    2 0
 MQ0213
 MQ0213.Superseded values are not recommended for survey control.
 MQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0213.See file dsdata.txt to determine how the superseded data were derived.
 MQ0213
 MQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL367400(NAD 83)
 MQ0213_MARKER: DB = BENCH MARK DISK
 MQ0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0213_SP_SET: FOUNDATION
 MQ0213_STAMPING: D 153 1962
 MQ0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0213
 MQ0213  HISTORY     - Date     Condition        Report By
 MQ0213  HISTORY     - 1962     MONUMENTED       CGS
 MQ0213
 MQ0213                          STATION DESCRIPTION
 MQ0213
 MQ0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0213'16.95 MI E FROM LINWOOD.
 MQ0213'5.0 MILES SOUTHEAST ALONG THE ROAD TO FLAMING GORGE DAM FROM THE
 MQ0213'JUNCTION OF WYOMING STATE HIGHWAY 530 AT LINWOOD, THENCE 11.95 MILES
 MQ0213'NORTHEAST ALONG CLAY BASIN ROAD, AT THE WYOMING-UTAH STATE LINE, IN
 MQ0213'THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE FOUNDATION OF A
 MQ0213'CATTLEGUARD, 8.1 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT
 MQ0213'28 FEET NORTH OF THE STATE LINE, ABOUT LEVEL WITH THE ROAD, AND LEVEL
 MQ0213'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0136 ***********************************************************************
 PY0136  DESIGNATION -  D 157
 PY0136  PID         -  PY0136
 PY0136  STATE/COUNTY-  WY/PARK
 PY0136  USGS QUAD   -  MAMMOTH (1986)
 PY0136
 PY0136                         *CURRENT SURVEY CONTROL
 PY0136  ___________________________________________________________________
 PY0136* NAD 83(1986)-  44 57 35.     (N)    110 42 14.     (W)     SCALED    
 PY0136* NAVD 88     -      1966.936  (meters)    6453.19   (feet)  ADJUSTED  
 PY0136  ___________________________________________________________________
 PY0136  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0136  DYNAMIC HT  -        1965.888 (meters)    6449.75  (feet)  COMP
 PY0136  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 PY0136
 PY0136  VERT ORDER  -  FIRST     CLASS II
 PY0136
 PY0136.The horizontal coordinates were scaled from a topographic map and have
 PY0136.an estimated accuracy of +/- 6 seconds.
 PY0136
 PY0136.The orthometric height was determined by differential leveling
 PY0136.and adjusted by the National Geodetic Survey in June 1991..
 PY0136
 PY0136.The geoid height was determined by GEOID03.
 PY0136
 PY0136.The dynamic height is computed by dividing the NAVD 88
 PY0136.geopotential number by the normal gravity value computed on the
 PY0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0136.degrees latitude (g = 980.6199 gals.).
 PY0136
 PY0136.The modeled gravity was interpolated from observed gravity values.
 PY0136
 PY0136;                    North         East    Units  Estimated Accuracy
 PY0136;SPC WYWC     -   497,250.      445,840.      MT  (+/- 180 meters Scaled)
 PY0136
 PY0136                          SUPERSEDED SURVEY CONTROL
 PY0136
 PY0136  NGVD 29 (08/20/92) 1965.698  (m)         6449.13   (f) ADJUSTED    1 2
 PY0136
 PY0136.Superseded values are not recommended for survey control.
 PY0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0136.See file dsdata.txt to determine how the superseded data were derived.
 PY0136
 PY0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ233785(NAD 83)
 PY0136_MARKER: DB = BENCH MARK DISK
 PY0136_SETTING: 66 = SET IN ROCK OUTCROP
 PY0136_SP_SET: BEDROCK
 PY0136_STAMPING: D 157 1960
 PY0136_MARK LOGO: CGS   
 PY0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0136+STABILITY: POSITION/ELEVATION WELL
 PY0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0136+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 PY0136
 PY0136  HISTORY     - Date     Condition        Report By
 PY0136  HISTORY     - 1960     MONUMENTED       CGS
 PY0136  HISTORY     - 1983     GOOD             NGS
 PY0136  HISTORY     - 1987     GOOD             NGS
 PY0136  HISTORY     - 20011002 GOOD             NGS
 PY0136
 PY0136                          STATION DESCRIPTION
 PY0136
 PY0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0136'1.5 MI S FROM MAMMOTH HOT SPRINGS.
 PY0136'ABOUT 1.5 MILES SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0136'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, AT A ROAD
 PY0136'JUNCTION, 210 FEET SOUTHEAST OF THE CENTER OF A SHARP HORSESHOE CURVE
 PY0136'IN THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST EDGE OF A 7 X 8 FEET
 PY0136'ROCK OUTCROP WHICH PROJECTS 2 FEET ABOVE THE GROUND ON THE SOUTHWEST
 PY0136'SIDE, 66 FEET NORTHEAST OF THE CENTER LINE OF A SERVICE ROAD, 53 FEET
 PY0136'WEST OF A 7 FOOT TALL ROCK OUT CROP LOCATED ON THE NORTHWEST EDGE OF A
 PY0136'HILL, 11 FEET SOUTHWEST OF A LONE 28-INCH FIR TREE, ABOUT LEVEL WITH
 PY0136'THE SERVICE ROAD AND ABOUT 6 FEET ABOVE THE HIGHWAY.
 PY0136
 PY0136                          STATION RECOVERY (1983)
 PY0136
 PY0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0136'RECOVERED IN GOOD CONDITION.
 PY0136
 PY0136                          STATION RECOVERY (1987)
 PY0136
 PY0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0136'RECOVERED IN GOOD CONDITION.
 PY0136
 PY0136                          STATION RECOVERY (2001)
 PY0136
 PY0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 PY0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0103 ***********************************************************************
 PY0103  DESIGNATION -  D 158
 PY0103  PID         -  PY0103
 PY0103  STATE/COUNTY-  WY/PARK
 PY0103  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0103
 PY0103                         *CURRENT SURVEY CONTROL
 PY0103  ___________________________________________________________________
 PY0103* NAD 83(1986)-  44 42 18.     (N)    110 44 40.     (W)     SCALED    
 PY0103* NAVD 88     -      2239.098  (meters)    7346.11   (feet)  ADJUSTED  
 PY0103  ___________________________________________________________________
 PY0103  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 PY0103  DYNAMIC HT  -        2237.728 (meters)    7341.61  (feet)  COMP
 PY0103  MODELED GRAV-     979,925.3   (mgal)                       NAVD 88
 PY0103
 PY0103  VERT ORDER  -  FIRST     CLASS II
 PY0103
 PY0103.The horizontal coordinates were scaled from a topographic map and have
 PY0103.an estimated accuracy of +/- 6 seconds.
 PY0103
 PY0103.The orthometric height was determined by differential leveling
 PY0103.and adjusted by the National Geodetic Survey in June 1991..
 PY0103.WARNING-Repeat measurements at this control monument indicate possible
 PY0103.vertical movement.
 PY0103
 PY0103.The geoid height was determined by GEOID03.
 PY0103
 PY0103.The dynamic height is computed by dividing the NAVD 88
 PY0103.geopotential number by the normal gravity value computed on the
 PY0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0103.degrees latitude (g = 980.6199 gals.).
 PY0103
 PY0103.The modeled gravity was interpolated from observed gravity values.
 PY0103
 PY0103;                    North         East    Units  Estimated Accuracy
 PY0103;SPC WYWC     -   469,020.      441,950.      MT  (+/- 180 meters Scaled)
 PY0103
 PY0103                          SUPERSEDED SURVEY CONTROL
 PY0103
 PY0103  NGVD 29 (08/20/92) 2237.775  (m)         7341.77   (f) ADJUSTED    1 2
 PY0103
 PY0103.Superseded values are not recommended for survey control.
 PY0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0103.See file dsdata.txt to determine how the superseded data were derived.
 PY0103
 PY0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ202502(NAD 83)
 PY0103_MARKER: DB = BENCH MARK DISK
 PY0103_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0103_SP_SET: COPPER-CLAD STEEL ROD
 PY0103_STAMPING: D 158 1960
 PY0103_MARK LOGO: CGS   
 PY0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0103
 PY0103  HISTORY     - Date     Condition        Report By
 PY0103  HISTORY     - 1960     MONUMENTED       CGS
 PY0103  HISTORY     - 1983     GOOD             NGS
 PY0103  HISTORY     - 1987     GOOD             NGS
 PY0103
 PY0103                          STATION DESCRIPTION
 PY0103
 PY0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0103'2.8 MI SW FROM NORRIS.
 PY0103'ABOUT 2.8 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0103'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, AT THE NORTHWEST EDGE OF
 PY0103'GIBBONS MEADOW, 129 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 PY0103'58 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 PY0103'NORTHEAST TO A GRAVEL PIT, IN THE SOUTHEAST EDGE OF A CLUSTER OF PINE
 PY0103'TREES, 179 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE GIBBON
 PY0103'MEADOW SIGN BOARD, ABOUT 1 1/2 FEET BELOW THE HIGHWAY, AND ON THE TOP
 PY0103'OF A 5/8-INCH COPPER COATED STEEL ROD THAT IS DRIVEN TO A DEPTH OF 61
 PY0103'1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS 3 INCHES.
 PY0103
 PY0103                          STATION RECOVERY (1983)
 PY0103
 PY0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0103'RECOVERED IN GOOD CONDITION.
 PY0103
 PY0103                          STATION RECOVERY (1987)
 PY0103
 PY0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0052 ***********************************************************************
 PX0052  DESIGNATION -  D 159
 PX0052  PID         -  PX0052
 PX0052  STATE/COUNTY-  WY/BIG HORN
 PX0052  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0052
 PX0052                         *CURRENT SURVEY CONTROL
 PX0052  ___________________________________________________________________
 PX0052* NAD 83(1986)-  44 29 43.     (N)    108 03 20.     (W)     SCALED    
 PX0052* NAVD 88     -      1155.129  (meters)    3789.79   (feet)  ADJUSTED  
 PX0052  ___________________________________________________________________
 PX0052  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 PX0052  DYNAMIC HT  -        1154.676 (meters)    3788.30  (feet)  COMP
 PX0052  MODELED GRAV-     980,186.0   (mgal)                       NAVD 88
 PX0052
 PX0052  VERT ORDER  -  FIRST     CLASS II
 PX0052
 PX0052.The horizontal coordinates were scaled from a topographic map and have
 PX0052.an estimated accuracy of +/- 6 seconds.
 PX0052
 PX0052.The orthometric height was determined by differential leveling
 PX0052.and adjusted by the National Geodetic Survey in June 1991..
 PX0052
 PX0052.The geoid height was determined by GEOID03.
 PX0052
 PX0052.The dynamic height is computed by dividing the NAVD 88
 PX0052.geopotential number by the normal gravity value computed on the
 PX0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0052.degrees latitude (g = 980.6199 gals.).
 PX0052
 PX0052.The modeled gravity was interpolated from observed gravity values.
 PX0052
 PX0052;                    North         East    Units  Estimated Accuracy
 PX0052;SPC WYEC     -   544,030.      342,560.      MT  (+/- 180 meters Scaled)
 PX0052
 PX0052                          SUPERSEDED SURVEY CONTROL
 PX0052
 PX0052  NGVD 29 (06/08/92) 1154.340  (m)         3787.20   (f) ADJUSTED    1 2
 PX0052
 PX0052.Superseded values are not recommended for survey control.
 PX0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0052.See file dsdata.txt to determine how the superseded data were derived.
 PX0052
 PX0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ340311(NAD 83)
 PX0052_MARKER: DB = BENCH MARK DISK
 PX0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0052_SP_SET: FOUNDATION
 PX0052_STAMPING: D 159 1966
 PX0052_MARK LOGO: CGS   
 PX0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0052
 PX0052  HISTORY     - Date     Condition        Report By
 PX0052  HISTORY     - 1966     MONUMENTED       CGS
 PX0052  HISTORY     - 1982     GOOD             NGS
 PX0052
 PX0052                          STATION DESCRIPTION
 PX0052
 PX0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PX0052'IN GREYBULL.
 PX0052'AT GREYBULL, AT THE NORTHWEST CORNER OF NORTH 6TH STREET (U.S. HIGHWAY
 PX0052'16 AND 20) AND SIXTH AVENUE NORTH, SET VERTICALLY IN THE EAST FACE OF
 PX0052'THE CONCRETE FOUNDATION OF GREYBULL UNION HIGH SCHOOL BUILDING, 0.3
 PX0052'FOOT NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 90 1/2 FEET SOUTH
 PX0052'OF THE CENTER OF THE MAIN ENTRANCE, AND ABOUT 1/2 FOOT ABOVE THE
 PX0052'GROUND.
 PX0052
 PX0052                          STATION RECOVERY (1982)
 PX0052
 PX0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0422 ***********************************************************************
 NQ0422  DESIGNATION -  D 16
 NQ0422  PID         -  NQ0422
 NQ0422  STATE/COUNTY-  WY/CONVERSE
 NQ0422  USGS QUAD   -  ORPHA (1974)
 NQ0422
 NQ0422                         *CURRENT SURVEY CONTROL
 NQ0422  ___________________________________________________________________
 NQ0422* NAD 83(1986)-  42 51 20.     (N)    105 36 48.     (W)     SCALED    
 NQ0422* NAVD 88     -      1493.449  (meters)    4899.76   (feet)  ADJUSTED  
 NQ0422  ___________________________________________________________________
 NQ0422  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 NQ0422  DYNAMIC HT  -        1492.511 (meters)    4896.68  (feet)  COMP
 NQ0422  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 NQ0422
 NQ0422  VERT ORDER  -  FIRST     CLASS II
 NQ0422
 NQ0422.The horizontal coordinates were scaled from a topographic map and have
 NQ0422.an estimated accuracy of +/- 6 seconds.
 NQ0422
 NQ0422.The orthometric height was determined by differential leveling
 NQ0422.and adjusted by the National Geodetic Survey in June 1991..
 NQ0422
 NQ0422.The geoid height was determined by GEOID03.
 NQ0422
 NQ0422.The dynamic height is computed by dividing the NAVD 88
 NQ0422.geopotential number by the normal gravity value computed on the
 NQ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0422.degrees latitude (g = 980.6199 gals.).
 NQ0422
 NQ0422.The modeled gravity was interpolated from observed gravity values.
 NQ0422
 NQ0422;                    North         East    Units  Estimated Accuracy
 NQ0422;SPC WY E     -   261,710.      163,500.      MT  (+/- 180 meters Scaled)
 NQ0422
 NQ0422                          SUPERSEDED SURVEY CONTROL
 NQ0422
 NQ0422  NGVD 29 (??/??/92) 1492.571  (m)         4896.88   (f) ADJ UNCH    1 2
 NQ0422
 NQ0422.Superseded values are not recommended for survey control.
 NQ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0422.See file dsdata.txt to determine how the superseded data were derived.
 NQ0422
 NQ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH498449(NAD 83)
 NQ0422_MARKER: DB = BENCH MARK DISK
 NQ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0422_STAMPING: D 16 1934
 NQ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0422+STABILITY: SURFACE MOTION
 NQ0422
 NQ0422  HISTORY     - Date     Condition        Report By
 NQ0422  HISTORY     - 1934     MONUMENTED       CGS
 NQ0422  HISTORY     - 1944     GOOD             SHELL
 NQ0422
 NQ0422                          STATION DESCRIPTION
 NQ0422
 NQ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0422'IN ALBERTA.
 NQ0422'IN ALBERTA, ALONG THE CHICAGO, BURLINGTON AND QUINCY R.R. 1750 FT.
 NQ0422'S.E. OF M.P. 164.  43.0 FT. W. OF W. END OF SIDE TRACK, AND 95.0
 NQ0422'FT. N. OF N. RAIL.  MARK IN TOP OF CONCRETE POST.  27.2 FT.
 NQ0422'E. CENTERLINE OF ROAD, AND 5.3 FT. S. OF FENCE.  NOTE-- THERE
 NQ0422'IS NO SIDETRACK NOW.
 NQ0422
 NQ0422                          STATION RECOVERY (1944)
 NQ0422
 NQ0422'RECOVERY NOTE BY SHELL OIL COMPANY 1944
 NQ0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0373 ***********************************************************************
 PW0373  DESIGNATION -  D 160
 PW0373  PID         -  PW0373
 PW0373  STATE/COUNTY-  WY/BIG HORN
 PW0373  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0373
 PW0373                         *CURRENT SURVEY CONTROL
 PW0373  ___________________________________________________________________
 PW0373* NAD 83(1986)-  44 34 55.     (N)    107 39 54.     (W)     SCALED    
 PW0373* NAVD 88     -      1608.601  (meters)    5277.55   (feet)  ADJUSTED  
 PW0373  ___________________________________________________________________
 PW0373  GEOID HEIGHT-          -9.54  (meters)                     GEOID03
 PW0373  DYNAMIC HT  -        1607.894 (meters)    5275.23  (feet)  COMP
 PW0373  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 PW0373
 PW0373  VERT ORDER  -  SECOND    CLASS 0
 PW0373
 PW0373.The horizontal coordinates were scaled from a topographic map and have
 PW0373.an estimated accuracy of +/- 6 seconds.
 PW0373
 PW0373.The orthometric height was determined by differential leveling
 PW0373.and adjusted by the National Geodetic Survey in June 1991..
 PW0373
 PW0373.The geoid height was determined by GEOID03.
 PW0373
 PW0373.The dynamic height is computed by dividing the NAVD 88
 PW0373.geopotential number by the normal gravity value computed on the
 PW0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0373.degrees latitude (g = 980.6199 gals.).
 PW0373
 PW0373.The modeled gravity was interpolated from observed gravity values.
 PW0373
 PW0373;                    North         East    Units  Estimated Accuracy
 PW0373;SPC WYEC     -   553,460.      373,660.      MT  (+/- 180 meters Scaled)
 PW0373
 PW0373                          SUPERSEDED SURVEY CONTROL
 PW0373
 PW0373  NGVD 29 (??/??/92) 1607.748  (m)         5274.75   (f) ADJ UNCH    2 0
 PW0373
 PW0373.Superseded values are not recommended for survey control.
 PW0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0373.See file dsdata.txt to determine how the superseded data were derived.
 PW0373
 PW0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK884399(NAD 83)
 PW0373_MARKER: DB = BENCH MARK DISK
 PW0373_SETTING: 66 = SET IN ROCK OUTCROP
 PW0373_SP_SET: OUTCROP
 PW0373_STAMPING: D 160 1966
 PW0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0373+STABILITY: POSITION/ELEVATION WELL
 PW0373
 PW0373  HISTORY     - Date     Condition        Report By
 PW0373  HISTORY     - 1966     MONUMENTED       CGS
 PW0373
 PW0373                          STATION DESCRIPTION
 PW0373
 PW0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0373'8.05 MI NE FROM SHELL.
 PW0373'8.05 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0373'SHELL, ON THE OUTSIDE OF A HORSESHOE CURVE, AT THE CROSSING OF
 PW0373'COTTONWOOD CREEK, IN THE TOP OF THE NORTH END OF A LARGE OUTCROP WHICH
 PW0373'PROJECTS ABOUT 15 FEET ABOVE THE GROUND, 60 FEET SOUTHEAST OF THE
 PW0373'CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF THE CENTER OF THE EAST END
 PW0373'OF A 36-INCH PIPE CULVERT, 3.0 FEET NORTHEAST OF A WITNESS POST, AND
 PW0373'ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0215 ***********************************************************************
 PW0215  DESIGNATION -  D 161
 PW0215  PID         -  PW0215
 PW0215  STATE/COUNTY-  WY/SHERIDAN
 PW0215  USGS QUAD   -  WOODROCK (1993)
 PW0215
 PW0215                         *CURRENT SURVEY CONTROL
 PW0215  ___________________________________________________________________
 PW0215* NAD 83(1986)-  44 41 12.     (N)    107 29 32.     (W)     SCALED    
 PW0215* NAVD 88     -      2635.222  (meters)    8645.72   (feet)  ADJUSTED  
 PW0215  ___________________________________________________________________
 PW0215  GEOID HEIGHT-          -8.84  (meters)                     GEOID03
 PW0215  DYNAMIC HT  -        2633.746 (meters)    8640.88  (feet)  COMP
 PW0215  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 PW0215
 PW0215  VERT ORDER  -  SECOND    CLASS 0
 PW0215
 PW0215.The horizontal coordinates were scaled from a topographic map and have
 PW0215.an estimated accuracy of +/- 6 seconds.
 PW0215
 PW0215.The orthometric height was determined by differential leveling
 PW0215.and adjusted by the National Geodetic Survey in June 1991..
 PW0215
 PW0215.The geoid height was determined by GEOID03.
 PW0215
 PW0215.The dynamic height is computed by dividing the NAVD 88
 PW0215.geopotential number by the normal gravity value computed on the
 PW0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0215.degrees latitude (g = 980.6199 gals.).
 PW0215
 PW0215.The modeled gravity was interpolated from observed gravity values.
 PW0215
 PW0215;                    North         East    Units  Estimated Accuracy
 PW0215;SPC WYEC     -   565,060.      387,410.      MT  (+/- 180 meters Scaled)
 PW0215
 PW0215                          SUPERSEDED SURVEY CONTROL
 PW0215
 PW0215  NGVD 29 (??/??/92) 2634.197  (m)         8642.36   (f) ADJ UNCH    2 0
 PW0215
 PW0215.Superseded values are not recommended for survey control.
 PW0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0215.See file dsdata.txt to determine how the superseded data were derived.
 PW0215
 PW0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK025511(NAD 83)
 PW0215_MARKER: DB = BENCH MARK DISK
 PW0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0215_STAMPING: D 161 1966
 PW0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0215+STABILITY: SURFACE MOTION
 PW0215
 PW0215  HISTORY     - Date     Condition        Report By
 PW0215  HISTORY     - 1966     MONUMENTED       CGS
 PW0215
 PW0215                          STATION DESCRIPTION
 PW0215
 PW0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0215'26.3 MI NE FROM SHELL.
 PW0215'26.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0215'SHELL, 0.35 MILE NORTHEAST OF THE JUNCTION OF A ROAD LEADING TO
 PW0215'WOODROCK GUARD STATION, 110 FEET WEST OF THE CENTER LINE OF THE
 PW0215'HIGHWAY, 2.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 PW0215'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 PW0215'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0237 ***********************************************************************
 PW0237  DESIGNATION -  D 162
 PW0237  PID         -  PW0237
 PW0237  STATE/COUNTY-  WY/SHERIDAN
 PW0237  USGS QUAD   -  SKULL RIDGE (1993)
 PW0237
 PW0237                         *CURRENT SURVEY CONTROL
 PW0237  ___________________________________________________________________
 PW0237* NAD 83(1986)-  44 47 26.     (N)    107 23 29.     (W)     SCALED    
 PW0237* NAVD 88     -      2408.448  (meters)    7901.72   (feet)  ADJUSTED  
 PW0237  ___________________________________________________________________
 PW0237  GEOID HEIGHT-         -10.05  (meters)                     GEOID03
 PW0237  DYNAMIC HT  -        2407.213 (meters)    7897.66  (feet)  COMP
 PW0237  MODELED GRAV-     980,014.7   (mgal)                       NAVD 88
 PW0237
 PW0237  VERT ORDER  -  SECOND    CLASS 0
 PW0237
 PW0237.The horizontal coordinates were scaled from a topographic map and have
 PW0237.an estimated accuracy of +/- 6 seconds.
 PW0237
 PW0237.The orthometric height was determined by differential leveling
 PW0237.and adjusted by the National Geodetic Survey in June 1991..
 PW0237
 PW0237.The geoid height was determined by GEOID03.
 PW0237
 PW0237.The dynamic height is computed by dividing the NAVD 88
 PW0237.geopotential number by the normal gravity value computed on the
 PW0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0237.degrees latitude (g = 980.6199 gals.).
 PW0237
 PW0237.The modeled gravity was interpolated from observed gravity values.
 PW0237
 PW0237;                    North         East    Units  Estimated Accuracy
 PW0237;SPC WYEC     -   576,590.      395,410.      MT  (+/- 180 meters Scaled)
 PW0237
 PW0237                          SUPERSEDED SURVEY CONTROL
 PW0237
 PW0237  NGVD 29 (??/??/92) 2407.498  (m)         7898.60   (f) ADJ UNCH    2 0
 PW0237
 PW0237.Superseded values are not recommended for survey control.
 PW0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0237.See file dsdata.txt to determine how the superseded data were derived.
 PW0237
 PW0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK108624(NAD 83)
 PW0237_MARKER: DB = BENCH MARK DISK
 PW0237_SETTING: 66 = SET IN ROCK OUTCROP
 PW0237_SP_SET: OUTCROP
 PW0237_STAMPING: D 162 1966
 PW0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0237+STABILITY: POSITION/ELEVATION WELL
 PW0237
 PW0237  HISTORY     - Date     Condition        Report By
 PW0237  HISTORY     - 1966     MONUMENTED       CGS
 PW0237
 PW0237                          STATION DESCRIPTION
 PW0237
 PW0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0237'15.95 MI SW FROM DAYTON.
 PW0237'15.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0237'DAYTON, 0.2 MILE EAST OF THE JUNCTION OF A ROAD SOUTH TO A HIGHWAY
 PW0237'BARROW PIT, AT THE WEST END OF A SMALL CUT, IN THE TOP OF A 4- BY 5
 PW0237'1/2-FOOT OUTCROP PROJECTING ABOUT 1 FOOT, 59 FEET NORTH OF THE CENTER
 PW0237'LINE OF THE HIGHWAY, 2.7 FEET SOUTH OF A WITNESS POST, AND ABOUT LEVEL
 PW0237'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0074 ***********************************************************************
 OV0074  DESIGNATION -  D 163
 OV0074  PID         -  OV0074
 OV0074  STATE/COUNTY-  WY/WASHAKIE
 OV0074  USGS QUAD   -  JOE EMGE CREEK (1976)
 OV0074
 OV0074                         *CURRENT SURVEY CONTROL
 OV0074  ___________________________________________________________________
 OV0074* NAD 83(1986)-  43 59 39.     (N)    107 24 06.     (W)     SCALED    
 OV0074* NAVD 88     -      1365.990  (meters)    4481.59   (feet)  ADJUSTED  
 OV0074  ___________________________________________________________________
 OV0074  GEOID HEIGHT-         -10.76  (meters)                     GEOID03
 OV0074  DYNAMIC HT  -        1365.376 (meters)    4479.57  (feet)  COMP
 OV0074  MODELED GRAV-     980,121.5   (mgal)                       NAVD 88
 OV0074
 OV0074  VERT ORDER  -  SECOND    CLASS 0
 OV0074
 OV0074.The horizontal coordinates were scaled from a topographic map and have
 OV0074.an estimated accuracy of +/- 6 seconds.
 OV0074
 OV0074.The orthometric height was determined by differential leveling
 OV0074.and adjusted by the National Geodetic Survey in June 1991..
 OV0074
 OV0074.The geoid height was determined by GEOID03.
 OV0074
 OV0074.The dynamic height is computed by dividing the NAVD 88
 OV0074.geopotential number by the normal gravity value computed on the
 OV0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0074.degrees latitude (g = 980.6199 gals.).
 OV0074
 OV0074.The modeled gravity was interpolated from observed gravity values.
 OV0074
 OV0074;                    North         East    Units  Estimated Accuracy
 OV0074;SPC WYEC     -   488,100.      394,520.      MT  (+/- 180 meters Scaled)
 OV0074
 OV0074                          SUPERSEDED SURVEY CONTROL
 OV0074
 OV0074  NGVD 29 (??/??/92) 1365.229  (m)         4479.09   (f) ADJ UNCH    2 0
 OV0074
 OV0074.Superseded values are not recommended for survey control.
 OV0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0074.See file dsdata.txt to determine how the superseded data were derived.
 OV0074
 OV0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ074740(NAD 83)
 OV0074_MARKER: DB = BENCH MARK DISK
 OV0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0074_SP_SET: ABUTMENT
 OV0074_STAMPING: D 163 1966
 OV0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0074
 OV0074  HISTORY     - Date     Condition        Report By
 OV0074  HISTORY     - 1966     MONUMENTED       CGS
 OV0074
 OV0074                          STATION DESCRIPTION
 OV0074
 OV0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0074'4.0 MI S FROM TEN SLEEP.
 OV0074'4.0 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY 16
 OV0074'AT TEN SLEEP, AT THE CROSSING OF A CREEK, IN THE TOP AND 1.9 FEET
 OV0074'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 OV0074'AN ABANDONED BRIDGE, 66 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 OV0074'100 FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST END OF PIPE CULVERT,
 OV0074'AND ABOUT 10 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0094 ***********************************************************************
 OV0094  DESIGNATION -  D 164
 OV0094  PID         -  OV0094
 OV0094  STATE/COUNTY-  WY/WASHAKIE
 OV0094  USGS QUAD   -  BIG TRAILS (1976)
 OV0094
 OV0094                         *CURRENT SURVEY CONTROL
 OV0094  ___________________________________________________________________
 OV0094* NAD 83(1986)-  43 48 46.     (N)    107 20 38.     (W)     SCALED    
 OV0094* NAVD 88     -      1436.931  (meters)    4714.33   (feet)  ADJUSTED  
 OV0094  ___________________________________________________________________
 OV0094  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 OV0094  DYNAMIC HT  -        1436.248 (meters)    4712.09  (feet)  COMP
 OV0094  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 OV0094
 OV0094  VERT ORDER  -  SECOND    CLASS 0
 OV0094
 OV0094.The horizontal coordinates were scaled from a topographic map and have
 OV0094.an estimated accuracy of +/- 6 seconds.
 OV0094
 OV0094.The orthometric height was determined by differential leveling
 OV0094.and adjusted by the National Geodetic Survey in June 1991..
 OV0094
 OV0094.The geoid height was determined by GEOID03.
 OV0094
 OV0094.The dynamic height is computed by dividing the NAVD 88
 OV0094.geopotential number by the normal gravity value computed on the
 OV0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0094.degrees latitude (g = 980.6199 gals.).
 OV0094
 OV0094.The modeled gravity was interpolated from observed gravity values.
 OV0094
 OV0094;                    North         East    Units  Estimated Accuracy
 OV0094;SPC WYEC     -   467,950.      399,150.      MT  (+/- 180 meters Scaled)
 OV0094
 OV0094                          SUPERSEDED SURVEY CONTROL
 OV0094
 OV0094  NGVD 29 (??/??/92) 1436.145  (m)         4711.75   (f) ADJ UNCH    2 0
 OV0094
 OV0094.Superseded values are not recommended for survey control.
 OV0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0094.See file dsdata.txt to determine how the superseded data were derived.
 OV0094
 OV0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ114537(NAD 83)
 OV0094_MARKER: DB = BENCH MARK DISK
 OV0094_SETTING: 66 = SET IN ROCK OUTCROP
 OV0094_SP_SET: SANDSTONE OUTCROP
 OV0094_STAMPING: D 164 1966
 OV0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0094+STABILITY: POSITION/ELEVATION WELL
 OV0094
 OV0094  HISTORY     - Date     Condition        Report By
 OV0094  HISTORY     - 1966     MONUMENTED       CGS
 OV0094
 OV0094                          STATION DESCRIPTION
 OV0094
 OV0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0094'17.6 MI S FROM TEN SLEEP.
 OV0094'17.6 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0094'16 AT TEN SLEEP, ON THE OUTSIDE OF A CURVE, SET VERTICALLY IN THE
 OV0094'SOUTHWEST FACE OF AND NEAR THE SOUTHEAST END OF A MASSIVE SANDSTONE
 OV0094'OUTCROP WHICH PROJECTS ABOUT 30 FEET, 90 FEET NORTHEAST OF THE CENTER
 OV0094'LINE OF THE ROAD, 126 FEET NORTH AND ACROSS THE ROAD FROM A FENCE
 OV0094'CORNER, ABOUT 12 FEET HIGHER THAN THE ROAD, AND 3 FEET ABOVE THE
 OV0094'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0120 ***********************************************************************
 OV0120  DESIGNATION -  D 165
 OV0120  PID         -  OV0120
 OV0120  STATE/COUNTY-  WY/WASHAKIE
 OV0120  USGS QUAD   -  CORNELL GULCH (1967)
 OV0120
 OV0120                         *CURRENT SURVEY CONTROL
 OV0120  ___________________________________________________________________
 OV0120* NAD 83(1986)-  43 34 54.     (N)    107 27 57.     (W)     SCALED    
 OV0120* NAVD 88     -      1716.954  (meters)    5633.04   (feet)  ADJUSTED  
 OV0120  ___________________________________________________________________
 OV0120  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 OV0120  DYNAMIC HT  -        1715.974 (meters)    5629.82  (feet)  COMP
 OV0120  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 OV0120
 OV0120  VERT ORDER  -  SECOND    CLASS 0
 OV0120
 OV0120.The horizontal coordinates were scaled from a topographic map and have
 OV0120.an estimated accuracy of +/- 6 seconds.
 OV0120
 OV0120.The orthometric height was determined by differential leveling
 OV0120.and adjusted by the National Geodetic Survey in June 1991..
 OV0120
 OV0120.The geoid height was determined by GEOID03.
 OV0120
 OV0120.The dynamic height is computed by dividing the NAVD 88
 OV0120.geopotential number by the normal gravity value computed on the
 OV0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0120.degrees latitude (g = 980.6199 gals.).
 OV0120
 OV0120.The modeled gravity was interpolated from observed gravity values.
 OV0120
 OV0120;                    North         East    Units  Estimated Accuracy
 OV0120;SPC WYEC     -   442,280.      389,300.      MT  (+/- 180 meters Scaled)
 OV0120
 OV0120                          SUPERSEDED SURVEY CONTROL
 OV0120
 OV0120  NGVD 29 (??/??/92) 1716.045  (m)         5630.06   (f) ADJ UNCH    2 0
 OV0120
 OV0120.Superseded values are not recommended for survey control.
 OV0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0120.See file dsdata.txt to determine how the superseded data were derived.
 OV0120
 OV0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ009283(NAD 83)
 OV0120_MARKER: DB = BENCH MARK DISK
 OV0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0120_STAMPING: D 165 1966
 OV0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0120+STABILITY: SURFACE MOTION
 OV0120
 OV0120  HISTORY     - Date     Condition        Report By
 OV0120  HISTORY     - 1966     MONUMENTED       CGS
 OV0120
 OV0120                          STATION DESCRIPTION
 OV0120
 OV0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0120'41.3 MI S FROM TEN SLEEP.
 OV0120'41.3 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0120'16 AT TEN SLEEP, AT THE SOUTHWEST END OF A SMALL CUT, 42 FEET
 OV0120'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHEAST OF A
 OV0120'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 OV0120'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0361 ***********************************************************************
 MO0361  DESIGNATION -  D 166
 MO0361  PID         -  MO0361
 MO0361  STATE/COUNTY-  WY/PLATTE
 MO0361  USGS QUAD   -  NATWICK (1981)
 MO0361
 MO0361                         *CURRENT SURVEY CONTROL
 MO0361  ___________________________________________________________________
 MO0361* NAD 83(1986)-  41 57 31.     (N)    105 00 24.     (W)     SCALED    
 MO0361* NAVD 88     -      1550.320  (meters)    5086.34   (feet)  ADJUSTED  
 MO0361  ___________________________________________________________________
 MO0361  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 MO0361  DYNAMIC HT  -        1549.269 (meters)    5082.89  (feet)  COMP
 MO0361  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 MO0361
 MO0361  VERT ORDER  -  SECOND    CLASS 0
 MO0361
 MO0361.The horizontal coordinates were scaled from a topographic map and have
 MO0361.an estimated accuracy of +/- 6 seconds.
 MO0361
 MO0361.The orthometric height was determined by differential leveling
 MO0361.and adjusted by the National Geodetic Survey in June 1991..
 MO0361
 MO0361.The geoid height was determined by GEOID03.
 MO0361
 MO0361.The dynamic height is computed by dividing the NAVD 88
 MO0361.geopotential number by the normal gravity value computed on the
 MO0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0361.degrees latitude (g = 980.6199 gals.).
 MO0361
 MO0361.The modeled gravity was interpolated from observed gravity values.
 MO0361
 MO0361;                    North         East    Units  Estimated Accuracy
 MO0361;SPC WY E     -   161,990.      213,260.      MT  (+/- 180 meters Scaled)
 MO0361
 MO0361                          SUPERSEDED SURVEY CONTROL
 MO0361
 MO0361  NGVD 29 (??/??/92) 1549.488  (m)         5083.61   (f) ADJ UNCH    2 0
 MO0361
 MO0361.Superseded values are not recommended for survey control.
 MO0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0361.See file dsdata.txt to determine how the superseded data were derived.
 MO0361
 MO0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG994451(NAD 83)
 MO0361_MARKER: DB = BENCH MARK DISK
 MO0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0361_STAMPING: D 166 1966
 MO0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0361+STABILITY: SURFACE MOTION
 MO0361
 MO0361  HISTORY     - Date     Condition        Report By
 MO0361  HISTORY     - 1966     MONUMENTED       CGS
 MO0361
 MO0361                          STATION DESCRIPTION
 MO0361
 MO0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0361'9.6 MI SW FROM WHEATLAND.
 MO0361'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0361'WHEATLAND, THENCE 2.95 MILES WEST ALONG STATE HIGHWAY 34, AT
 MO0361'THE JUNCTION OF A DRIVEWAY SOUTH TO A STUCCOED HOUSE, 39 FEET SOUTH
 MO0361'OF THE CENTER LINE OF THE HIGHWAY, 91 FEET WEST OF THE CENTER LINE
 MO0361'OF THE DRIVEWAY, 2 1/2 FEET NORTH OF POWER POLE W 2152 WITH A
 MO0361'GUY WIRE AND A TRANSFORMER, 4 FEET WEST OF A FENCE JUNCTION, 1.5
 MO0361'FEET NORTH OF A FENCE, 1.6 FEET EAST OF A WITNESS POST, ABOUT
 MO0361'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MO0361'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0752 ***********************************************************************
 MO0752  DESIGNATION -  D 167
 MO0752  PID         -  MO0752
 MO0752  STATE/COUNTY-  WY/ALBANY
 MO0752  USGS QUAD   -  BOSLER SE (1981)
 MO0752
 MO0752                         *CURRENT SURVEY CONTROL
 MO0752  ___________________________________________________________________
 MO0752* NAD 83(1986)-  41 36 08.     (N)    105 36 31.     (W)     SCALED    
 MO0752* NAVD 88     -      2193.087  (meters)    7195.15   (feet)  ADJUSTED  
 MO0752  ___________________________________________________________________
 MO0752  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 MO0752  DYNAMIC HT  -        2191.255 (meters)    7189.14  (feet)  COMP
 MO0752  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 MO0752
 MO0752  VERT ORDER  -  SECOND    CLASS 0
 MO0752
 MO0752.The horizontal coordinates were scaled from a topographic map and have
 MO0752.an estimated accuracy of +/- 6 seconds.
 MO0752
 MO0752.The orthometric height was determined by differential leveling
 MO0752.and adjusted by the National Geodetic Survey in June 1991..
 MO0752
 MO0752.The geoid height was determined by GEOID03.
 MO0752
 MO0752.The dynamic height is computed by dividing the NAVD 88
 MO0752.geopotential number by the normal gravity value computed on the
 MO0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0752.degrees latitude (g = 980.6199 gals.).
 MO0752
 MO0752.The modeled gravity was interpolated from observed gravity values.
 MO0752
 MO0752;                    North         East    Units  Estimated Accuracy
 MO0752;SPC WY E     -   122,490.      163,160.      MT  (+/- 180 meters Scaled)
 MO0752
 MO0752                          SUPERSEDED SURVEY CONTROL
 MO0752
 MO0752  NGVD 29 (??/??/92) 2192.045  (m)         7191.73   (f) ADJ UNCH    2 0
 MO0752
 MO0752.Superseded values are not recommended for survey control.
 MO0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0752.See file dsdata.txt to determine how the superseded data were derived.
 MO0752
 MO0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG492057(NAD 83)
 MO0752_MARKER: DB = BENCH MARK DISK
 MO0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0752_STAMPING: D 167 1966
 MO0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0752+STABILITY: SURFACE MOTION
 MO0752
 MO0752  HISTORY     - Date     Condition        Report By
 MO0752  HISTORY     - 1966     MONUMENTED       CGS
 MO0752
 MO0752                          STATION DESCRIPTION
 MO0752
 MO0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0752'6.9 MI NE FROM BOSLER.
 MO0752'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0752'BOSLER, THENCE 4.95 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.3
 MO0752'MILE SOUTHWEST OF A WOODEN BRIDGE OVER A WASH, NEAR THE SUMMIT
 MO0752'OF A SMALL GRADE, 98 FEET NORTHWEST OF THE CENTER LINE OF THE
 MO0752'HIGHWAY, 28.3 FEET NORTHEAST OF BENCH MARK 7192 (WSHD), 3.2 FEET
 MO0752'SOUTHEAST OF A FENCE, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 MO0752'1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 MO0752'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0417 ***********************************************************************
 MO0417  DESIGNATION -  D 168
 MO0417  PID         -  MO0417
 MO0417  STATE/COUNTY-  WY/ALBANY
 MO0417  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0417
 MO0417                         *CURRENT SURVEY CONTROL
 MO0417  ___________________________________________________________________
 MO0417* NAD 83(1986)-  41 43 38.     (N)    105 18 09.     (W)     SCALED    
 MO0417* NAVD 88     -      1929.698  (meters)    6331.02   (feet)  ADJUSTED  
 MO0417  ___________________________________________________________________
 MO0417  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 MO0417  DYNAMIC HT  -        1928.220 (meters)    6326.17  (feet)  COMP
 MO0417  MODELED GRAV-     979,787.0   (mgal)                       NAVD 88
 MO0417
 MO0417  VERT ORDER  -  SECOND    CLASS 0
 MO0417
 MO0417.The horizontal coordinates were scaled from a topographic map and have
 MO0417.an estimated accuracy of +/- 6 seconds.
 MO0417
 MO0417.The orthometric height was determined by differential leveling
 MO0417.and adjusted by the National Geodetic Survey in June 1991..
 MO0417
 MO0417.The geoid height was determined by GEOID03.
 MO0417
 MO0417.The dynamic height is computed by dividing the NAVD 88
 MO0417.geopotential number by the normal gravity value computed on the
 MO0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0417.degrees latitude (g = 980.6199 gals.).
 MO0417
 MO0417.The modeled gravity was interpolated from observed gravity values.
 MO0417
 MO0417;                    North         East    Units  Estimated Accuracy
 MO0417;SPC WY E     -   136,290.      188,700.      MT  (+/- 180 meters Scaled)
 MO0417
 MO0417                          SUPERSEDED SURVEY CONTROL
 MO0417
 MO0417  NGVD 29 (??/??/92) 1928.774  (m)         6327.99   (f) ADJ UNCH    2 0
 MO0417
 MO0417.Superseded values are not recommended for survey control.
 MO0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0417.See file dsdata.txt to determine how the superseded data were derived.
 MO0417
 MO0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG748195(NAD 83)
 MO0417_MARKER: DB = BENCH MARK DISK
 MO0417_SETTING: 66 = SET IN ROCK OUTCROP
 MO0417_SP_SET: OUTCROP
 MO0417_STAMPING: D 168 1966
 MO0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0417+STABILITY: POSITION/ELEVATION WELL
 MO0417
 MO0417  HISTORY     - Date     Condition        Report By
 MO0417  HISTORY     - 1966     MONUMENTED       CGS
 MO0417
 MO0417                          STATION DESCRIPTION
 MO0417
 MO0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0417'37.4 MI SW FROM WHEATLAND.
 MO0417'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0417'WHEATLAND, THENCE 24.05 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0417'THENCE 4.85 MILES SOUTH ALONG OLD WHEATLAND ROAD, THENCE 1.75
 MO0417'MILES EAST AND SOUTHEAST ALONG A DIRT ROAD, 0.2 MILE SOUTHEAST
 MO0417'OF A FENCE LINE AND A GATE, IN THE TOP OF AN OUTCROP PROJECTING
 MO0417'ABOUT 2 1/2 FEET, 95 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MO0417'ROAD, ABOUT 41 FEET SOUTHEAST OF THE CENTER OF A WASH, 38.1 FEET
 MO0417'SOUTHWEST OF A WITNESS POST, AND ABOUT 11 FEET HIGHER THAN
 MO0417'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0221 ***********************************************************************
 MR0221  DESIGNATION -  D 169
 MR0221  PID         -  MR0221
 MR0221  STATE/COUNTY-  WY/LINCOLN
 MR0221  USGS QUAD   -  SAGE (1985)
 MR0221
 MR0221                         *CURRENT SURVEY CONTROL
 MR0221  ___________________________________________________________________
 MR0221* NAD 83(1986)-  41 48 48.     (N)    110 57 44.     (W)     SCALED    
 MR0221* NAVD 88     -      1929.933  (meters)    6331.79   (feet)  ADJUSTED  
 MR0221  ___________________________________________________________________
 MR0221  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MR0221  DYNAMIC HT  -        1928.345 (meters)    6326.58  (feet)  COMP
 MR0221  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 MR0221
 MR0221  VERT ORDER  -  SECOND    CLASS 0
 MR0221
 MR0221.The horizontal coordinates were scaled from a topographic map and have
 MR0221.an estimated accuracy of +/- 6 seconds.
 MR0221
 MR0221.The orthometric height was determined by differential leveling
 MR0221.and adjusted by the National Geodetic Survey in June 1991..
 MR0221
 MR0221.The geoid height was determined by GEOID03.
 MR0221
 MR0221.The dynamic height is computed by dividing the NAVD 88
 MR0221.geopotential number by the normal gravity value computed on the
 MR0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0221.degrees latitude (g = 980.6199 gals.).
 MR0221
 MR0221.The modeled gravity was interpolated from observed gravity values.
 MR0221
 MR0221;                    North         East    Units  Estimated Accuracy
 MR0221;SPC WY W     -   246,220.      726,980.      MT  (+/- 180 meters Scaled)
 MR0221
 MR0221                          SUPERSEDED SURVEY CONTROL
 MR0221
 MR0221  NGVD 29 (??/??/92) 1928.633  (m)         6327.52   (f) ADJ UNCH    2 0
 MR0221
 MR0221.Superseded values are not recommended for survey control.
 MR0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0221.See file dsdata.txt to determine how the superseded data were derived.
 MR0221
 MR0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM031290(NAD 83)
 MR0221_MARKER: DB = BENCH MARK DISK
 MR0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0221_STAMPING: D 169 1966
 MR0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0221+STABILITY: SURFACE MOTION
 MR0221
 MR0221  HISTORY     - Date     Condition        Report By
 MR0221  HISTORY     - 1966     MONUMENTED       CGS
 MR0221  HISTORY     - 1979     GOOD             LOCENG
 MR0221
 MR0221                          STATION DESCRIPTION
 MR0221
 MR0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0221'IN SAGE.
 MR0221'AT SAGE, 3 POLES SOUTHWEST OF MILEPOLE 63.25, AT A GRAVELED ROAD
 MR0221'CROSSING, 55.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 46 1/2 FEET
 MR0221'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHEAST OF THE
 MR0221'NORTHWEST ONE OF 2 TELEPHONE POLES WITH 4 GUY WIRES, 25.7 FEET
 MR0221'NORTHWEST OF THE NORTH CORNER OF A 6 FOOT BY 6 FOOT METAL BUILDING,
 MR0221'2.9 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 MR0221'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MR0221'GROUND.
 MR0221
 MR0221                          STATION RECOVERY (1979)
 MR0221
 MR0221'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 MR0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0012 ***********************************************************************
 NR0012  DESIGNATION -  D 18
 NR0012  PID         -  NR0012
 NR0012  STATE/COUNTY-  WY/NATRONA
 NR0012  USGS QUAD   -  CASPER (1984)
 NR0012
 NR0012                         *CURRENT SURVEY CONTROL
 NR0012  ___________________________________________________________________
 NR0012* NAD 83(1986)-  42 50 45.     (N)    106 21 36.     (W)     SCALED    
 NR0012* NAVD 88     -      1565.494  (meters)    5136.12   (feet)  POSTED    
 NR0012  ___________________________________________________________________
 NR0012  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 NR0012  DYNAMIC HT  -        1564.530 (meters)    5132.96  (feet)  COMP
 NR0012  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 NR0012
 NR0012  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NR0012
 NR0012.The horizontal coordinates were scaled from a topographic map and have
 NR0012.an estimated accuracy of +/- 6 seconds.
 NR0012
 NR0012.The orthometric height was determined by differential leveling
 NR0012.and adjusted by the National Geodetic Survey in 1992..
 NR0012.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NR0012.rate of 0.0 thru 1.0 mm/km.
 NR0012
 NR0012.The geoid height was determined by GEOID03.
 NR0012
 NR0012.The dynamic height is computed by dividing the NAVD 88
 NR0012.geopotential number by the normal gravity value computed on the
 NR0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0012.degrees latitude (g = 980.6199 gals.).
 NR0012
 NR0012.The modeled gravity was interpolated from observed gravity values.
 NR0012
 NR0012;                    North         East    Units  Estimated Accuracy
 NR0012;SPC WYEC     -   360,990.      479,560.      MT  (+/- 180 meters Scaled)
 NR0012
 NR0012                          SUPERSEDED SURVEY CONTROL
 NR0012
 NR0012  NGVD 29 (??/??/92) 1564.628  (m)         5133.28   (f) ADJ UNCH    1 2
 NR0012
 NR0012.Superseded values are not recommended for survey control.
 NR0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0012.See file dsdata.txt to determine how the superseded data were derived.
 NR0012
 NR0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH888445(NAD 83)
 NR0012_MARKER: DB = BENCH MARK DISK
 NR0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NR0012_SP_SET: FOOTING
 NR0012_STAMPING: D 18 1934
 NR0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0012
 NR0012  HISTORY     - Date     Condition        Report By
 NR0012  HISTORY     - 1934     MONUMENTED       CGS
 NR0012  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0012
 NR0012                          STATION DESCRIPTION
 NR0012
 NR0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0012'1.9 MI NW FROM CASPER.
 NR0012'ABOUT 1.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NR0012'RAILROAD FROM THE STATION AT CASPER, NATRONA COUNTY, ABOUT 485 FEET
 NR0012'NORTHWEST OF MILEPOST 204, AT A HIGHWAY BRIDGE OVER THE TRACK, IN THE
 NR0012'TOP OF THE CONCRETE FOOTING OF THE SIXTH PILE BENT FROM THE SOUTH END
 NR0012'OF THE BRIDGE, 1.0 FOOT NORTHEAST OF THE NORTHEAST FACE OF THE WEST
 NR0012'COLUMN, AND 16.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD
 NR0012'DISK, STAMPED D 18 1934.
 NR0012
 NR0012                          STATION RECOVERY (1982)
 NR0012
 NR0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0012'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0147 ***********************************************************************
 MQ0147  DESIGNATION -  D 19
 MQ0147  PID         -  MQ0147
 MQ0147  STATE/COUNTY-  WY/SWEETWATER
 MQ0147  USGS QUAD   -  PILOT BUTTE (1978)
 MQ0147
 MQ0147                         *CURRENT SURVEY CONTROL
 MQ0147  ___________________________________________________________________
 MQ0147* NAD 83(1986)-  41 42 40.     (N)    109 17 21.     (W)     SCALED    
 MQ0147* NAVD 88     -      2021.853  (meters)    6633.36   (feet)  ADJUSTED  
 MQ0147  ___________________________________________________________________
 MQ0147  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 MQ0147  DYNAMIC HT  -        2020.161 (meters)    6627.81  (feet)  COMP
 MQ0147  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 MQ0147
 MQ0147  VERT ORDER  -  FIRST     CLASS II
 MQ0147
 MQ0147.The horizontal coordinates were scaled from a topographic map and have
 MQ0147.an estimated accuracy of +/- 6 seconds.
 MQ0147
 MQ0147.The orthometric height was determined by differential leveling
 MQ0147.and adjusted by the National Geodetic Survey in June 1991..
 MQ0147
 MQ0147.The geoid height was determined by GEOID03.
 MQ0147
 MQ0147.The dynamic height is computed by dividing the NAVD 88
 MQ0147.geopotential number by the normal gravity value computed on the
 MQ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0147.degrees latitude (g = 980.6199 gals.).
 MQ0147
 MQ0147.The modeled gravity was interpolated from observed gravity values.
 MQ0147
 MQ0147;                    North         East    Units  Estimated Accuracy
 MQ0147;SPC WYWC     -   134,630.      555,130.      MT  (+/- 180 meters Scaled)
 MQ0147
 MQ0147                          SUPERSEDED SURVEY CONTROL
 MQ0147
 MQ0147  NGVD 29 (??/??/92) 2020.59   (m)         6629.2    (f) COMPUTED    1 2
 MQ0147
 MQ0147.Superseded values are not recommended for survey control.
 MQ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0147.See file dsdata.txt to determine how the superseded data were derived.
 MQ0147
 MQ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM423191(NAD 83)
 MQ0147_MARKER: DB = BENCH MARK DISK
 MQ0147_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0147_SP_SET: BED ROCK
 MQ0147_STAMPING: 6629.078 D 19 1933
 MQ0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0147+STABILITY: POSITION/ELEVATION WELL
 MQ0147
 MQ0147  HISTORY     - Date     Condition        Report By
 MQ0147  HISTORY     - 1933     MONUMENTED       CGS
 MQ0147  HISTORY     - 1958     MARK NOT FOUND   USGS
 MQ0147
 MQ0147                          STATION DESCRIPTION
 MQ0147
 MQ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0147'9.8 MI N FROM ROCK SPRINGS.
 MQ0147'9.8 MILES NORTH ALONG U.S. HIGHWAY 187 FROM ROCK SPRINGS, SWEETWATER
 MQ0147'COUNTY, AT A SMALL CUT, 51 FEET NORTHEAST OF THE CENTER LINE OF THE
 MQ0147'HIGHWAY, IN BEDROCK, AND MARKED BY A PYRAMID OF LOOSE STONES.  A
 MQ0147'STANDARD DISK, STAMPED 662.078 D 19 1933.
 MQ0147
 MQ0147                          STATION RECOVERY (1958)
 MQ0147
 MQ0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MQ0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0092 ***********************************************************************
 NS0092  DESIGNATION -  D 20
 NS0092  PID         -  NS0092
 NS0092  STATE/COUNTY-  WY/FREMONT
 NS0092  USGS QUAD   -  HAY MEADOW RESERVOIR (1980)
 NS0092
 NS0092                         *CURRENT SURVEY CONTROL
 NS0092  ___________________________________________________________________
 NS0092* NAD 83(1986)-  42 15 43.     (N)    109 05 16.     (W)     SCALED    
 NS0092* NAVD 88     -      2128.819  (meters)    6984.30   (feet)  ADJUSTED  
 NS0092  ___________________________________________________________________
 NS0092  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 NS0092  DYNAMIC HT  -        2127.023 (meters)    6978.41  (feet)  COMP
 NS0092  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 NS0092
 NS0092  VERT ORDER  -  FIRST     CLASS II
 NS0092
 NS0092.The horizontal coordinates were scaled from a topographic map and have
 NS0092.an estimated accuracy of +/- 6 seconds.
 NS0092
 NS0092.The orthometric height was determined by differential leveling
 NS0092.and adjusted by the National Geodetic Survey in June 1991..
 NS0092
 NS0092.The geoid height was determined by GEOID03.
 NS0092
 NS0092.The dynamic height is computed by dividing the NAVD 88
 NS0092.geopotential number by the normal gravity value computed on the
 NS0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0092.degrees latitude (g = 980.6199 gals.).
 NS0092
 NS0092.The modeled gravity was interpolated from observed gravity values.
 NS0092
 NS0092;                    North         East    Units  Estimated Accuracy
 NS0092;SPC WYWC     -   195,730.      572,130.      MT  (+/- 180 meters Scaled)
 NS0092
 NS0092                          SUPERSEDED SURVEY CONTROL
 NS0092
 NS0092  NGVD 29 (??/??/92) 2127.520  (m)         6980.04   (f) ADJ UNCH    1 2
 NS0092
 NS0092.Superseded values are not recommended for survey control.
 NS0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0092.See file dsdata.txt to determine how the superseded data were derived.
 NS0092
 NS0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM577806(NAD 83)
 NS0092_MARKER: DB = BENCH MARK DISK
 NS0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0092_STAMPING: 6979.687 D 20 1933
 NS0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0092+STABILITY: SURFACE MOTION
 NS0092
 NS0092  HISTORY     - Date     Condition        Report By
 NS0092  HISTORY     - 1933     MONUMENTED       CGS
 NS0092
 NS0092                          STATION DESCRIPTION
 NS0092
 NS0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0092'21.9 MI SW FROM SOUTH PASS CITY.
 NS0092'21.9 MILES SOUTHWEST ALONG THE ROAD TO FARSON FROM THE POST OFFICE AT
 NS0092'SOUTH PASS CITY, FREMONT COUNTY, AT A ROAD INTERSECTION, 73 FEET
 NS0092'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, AND 7 FEET NORTH OF THE
 NS0092'CENTER LINE OF THE SIDE ROAD.  A STANDARD DISK, STAMPED 6979.687 D 20
 NS0092'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NS0092'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0006 ***********************************************************************
 OW0006  DESIGNATION -  D 23
 OW0006  PID         -  OW0006
 OW0006  STATE/COUNTY-  WY/HOT SPRINGS
 OW0006  USGS QUAD   -  THERMOPOLIS (1960)
 OW0006
 OW0006                         *CURRENT SURVEY CONTROL
 OW0006  ___________________________________________________________________
 OW0006* NAD 83(1986)-  43 40 21.     (N)    108 12 19.     (W)     SCALED    
 OW0006* NAVD 88     -      1316.864  (meters)    4320.41   (feet)  ADJUSTED  
 OW0006  ___________________________________________________________________
 OW0006  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 OW0006  DYNAMIC HT  -        1316.195 (meters)    4318.22  (feet)  COMP
 OW0006  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 OW0006
 OW0006  VERT ORDER  -  FIRST     CLASS II
 OW0006
 OW0006.The horizontal coordinates were scaled from a topographic map and have
 OW0006.an estimated accuracy of +/- 6 seconds.
 OW0006
 OW0006.The orthometric height was determined by differential leveling
 OW0006.and adjusted by the National Geodetic Survey in June 1991..
 OW0006
 OW0006.The geoid height was determined by GEOID03.
 OW0006
 OW0006.The dynamic height is computed by dividing the NAVD 88
 OW0006.geopotential number by the normal gravity value computed on the
 OW0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0006.degrees latitude (g = 980.6199 gals.).
 OW0006
 OW0006.The modeled gravity was interpolated from observed gravity values.
 OW0006
 OW0006;                    North         East    Units  Estimated Accuracy
 OW0006;SPC WYWC     -   352,510.      643,930.      MT  (+/- 180 meters Scaled)
 OW0006
 OW0006                          SUPERSEDED SURVEY CONTROL
 OW0006
 OW0006  NGVD 29 (06/08/92) 1316.040  (m)         4317.71   (f) ADJUSTED    1 2
 OW0006
 OW0006.Superseded values are not recommended for survey control.
 OW0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0006.See file dsdata.txt to determine how the superseded data were derived.
 OW0006
 OW0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP252392(NAD 83)
 OW0006_MARKER: DB = BENCH MARK DISK
 OW0006_SETTING: 66 = SET IN ROCK OUTCROP
 OW0006_SP_SET: ROCK CLIFF
 OW0006_STAMPING: 4317.203 D 23 1933
 OW0006_MARK LOGO: CGS   
 OW0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0006+STABILITY: POSITION/ELEVATION WELL
 OW0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OW0006+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 OW0006
 OW0006  HISTORY     - Date     Condition        Report By
 OW0006  HISTORY     - 1933     MONUMENTED       CGS
 OW0006  HISTORY     - 1982     GOOD             NGS
 OW0006  HISTORY     - 20060902 GOOD             INDIV
 OW0006
 OW0006                          STATION DESCRIPTION
 OW0006
 OW0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0006'2.1 MI N FROM THERMOPOLIS.
 OW0006'2.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OW0006'THERMOPOLIS, HOT SPRINGS COUNTY, AT MILEAGE 338.01, 180 FEET WEST OF
 OW0006'THE CENTER LINE OF THE TRACK, 30 FEET WEST OF THE EMERY HOTEL SWIMMING
 OW0006'POOL, AND IN THE FACE OF A CLIFF.  A STANDARD DISK, STAMPED 4317.203 D
 OW0006'23 1933 AND SET VERTICALLY.
 OW0006
 OW0006                          STATION RECOVERY (1982)
 OW0006
 OW0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0006'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  4.0 KM (2.5 MI)
 OW0006'NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH STATE HIGHWAY
 OW0006'120 IN THERMOPOLIS, SET VERTICALL IN THE CENTER OF AN 8 BY 50 FT ROCK
 OW0006'CLIFF IN THE FOUNTAIN OF YOUTH RV PARK, 56.7 METERS (186.0 FT) EAST OF
 OW0006'THE CENTER OF THE HIGHWAY, 18.9 METERS (62.0 FT) WEST OF THE NORTHWEST
 OW0006'CORNER OF A SWIMMING POOL AND 9.2 METERS (30.2 FT) WEST OF THE WEST
 OW0006'EDGE OF THE SWIMMING POOL.  NOTE=THIS MARK WILL BE DESTROYED IN THE
 OW0006'NEAR FUTURE DUE TO EXPANSION OF THE RV PARK.
 OW0006'THE MARK IS 1.2 M ABOVE THE GROUND.
 OW0006
 OW0006                          STATION RECOVERY (2006)
 OW0006
 OW0006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (GJD)
 OW0006'FOUND AS DESCRIPED APPEARS TO BE HOLDING WELL BUT THE STAMPING IS
 OW0006'GETTING HARD TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0338 ***********************************************************************
 PW0338  DESIGNATION -  D 24
 PW0338  PID         -  PW0338
 PW0338  STATE/COUNTY-  WY/BIG HORN
 PW0338  USGS QUAD   -  MANDERSON (1978)
 PW0338
 PW0338                         *CURRENT SURVEY CONTROL
 PW0338  ___________________________________________________________________
 PW0338* NAD 83(1986)-  44 15 01.     (N)    107 56 32.     (W)     SCALED    
 PW0338* NAVD 88     -      1195.668  (meters)    3922.79   (feet)  ADJUSTED  
 PW0338  ___________________________________________________________________
 PW0338  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 PW0338  DYNAMIC HT  -        1195.147 (meters)    3921.08  (feet)  COMP
 PW0338  MODELED GRAV-     980,141.4   (mgal)                       NAVD 88
 PW0338
 PW0338  VERT ORDER  -  FIRST     CLASS II
 PW0338
 PW0338.The horizontal coordinates were scaled from a topographic map and have
 PW0338.an estimated accuracy of +/- 6 seconds.
 PW0338
 PW0338.The orthometric height was determined by differential leveling
 PW0338.and adjusted by the National Geodetic Survey in June 1991..
 PW0338
 PW0338.The geoid height was determined by GEOID03.
 PW0338
 PW0338.The dynamic height is computed by dividing the NAVD 88
 PW0338.geopotential number by the normal gravity value computed on the
 PW0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0338.degrees latitude (g = 980.6199 gals.).
 PW0338
 PW0338.The modeled gravity was interpolated from observed gravity values.
 PW0338
 PW0338;                    North         East    Units  Estimated Accuracy
 PW0338;SPC WYEC     -   516,740.      351,370.      MT  (+/- 180 meters Scaled)
 PW0338
 PW0338                          SUPERSEDED SURVEY CONTROL
 PW0338
 PW0338  NGVD 29 (??/??/92) 1194.891  (m)         3920.24   (f) ADJ UNCH    1 2
 PW0338
 PW0338.Superseded values are not recommended for survey control.
 PW0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0338.See file dsdata.txt to determine how the superseded data were derived.
 PW0338
 PW0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK651038(NAD 83)
 PW0338_MARKER: DB = BENCH MARK DISK
 PW0338_SETTING: 66 = SET IN ROCK OUTCROP
 PW0338_SP_SET: ROCK OUTCROP
 PW0338_STAMPING: 3919.730 D 24 1933
 PW0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0338+STABILITY: POSITION/ELEVATION WELL
 PW0338
 PW0338  HISTORY     - Date     Condition        Report By
 PW0338  HISTORY     - 1933     MONUMENTED       CGS
 PW0338  HISTORY     - 1958     MARK NOT FOUND   NGS
 PW0338  HISTORY     - 1982     MARK NOT FOUND   NGS
 PW0338
 PW0338                          STATION DESCRIPTION
 PW0338
 PW0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PW0338'1.8 MI SE FROM MANDERSON.
 PW0338'1.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0338'FROM MANDERSON, BIG HORN COUNTY, AT MILEAGE 385.48, 21 FEET EAST OF
 PW0338'THE CENTER LINE OF THE TRACK, IN THE FACE OF A ROCK OUTCROP, 4 FEET
 PW0338'NORTH OF THE PAINTED LETTERS USBM AND 4 FEET ABOVE THE TRACK.  A
 PW0338'STANDARD DISK, STAMPED 3919.730 D 24 1933 AND SET VERTICALLY.  NOTE--
 PW0338'LOOKS LIKE ROCK LEDGE HAS BEEN CUT BACK.  THERE IS NO ROCK LEDGS IN
 PW0338'THIS AREA WITHIN 30 FEET OF THE TRACK.
 PW0338
 PW0338                          STATION RECOVERY (1958)
 PW0338
 PW0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 PW0338'MARK NOT FOUND.
 PW0338
 PW0338                          STATION RECOVERY (1982)
 PW0338
 PW0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PW0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0019 ***********************************************************************
 PX0019  DESIGNATION -  D 25
 PX0019  PID         -  PX0019
 PX0019  STATE/COUNTY-  WY/BIG HORN
 PX0019  USGS QUAD   -  LOVELL LAKES (1978)
 PX0019
 PX0019                         *CURRENT SURVEY CONTROL
 PX0019  ___________________________________________________________________
 PX0019* NAD 83(1986)-  44 46 54.     (N)    108 20 13.     (W)     SCALED    
 PX0019* NAVD 88     -      1221.394  (meters)    4007.19   (feet)  ADJUSTED  
 PX0019  ___________________________________________________________________
 PX0019  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 PX0019  DYNAMIC HT  -        1220.915 (meters)    4005.62  (feet)  COMP
 PX0019  MODELED GRAV-     980,183.5   (mgal)                       NAVD 88
 PX0019
 PX0019  VERT ORDER  -  FIRST     CLASS II
 PX0019
 PX0019.The horizontal coordinates were scaled from a topographic map and have
 PX0019.an estimated accuracy of +/- 6 seconds.
 PX0019
 PX0019.The orthometric height was determined by differential leveling
 PX0019.and adjusted by the National Geodetic Survey in June 1991..
 PX0019
 PX0019.The geoid height was determined by GEOID03.
 PX0019
 PX0019.The dynamic height is computed by dividing the NAVD 88
 PX0019.geopotential number by the normal gravity value computed on the
 PX0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0019.degrees latitude (g = 980.6199 gals.).
 PX0019
 PX0019.The modeled gravity was interpolated from observed gravity values.
 PX0019
 PX0019;                    North         East    Units  Estimated Accuracy
 PX0019;SPC WYEC     -   576,090.      320,570.      MT  (+/- 180 meters Scaled)
 PX0019
 PX0019                          SUPERSEDED SURVEY CONTROL
 PX0019
 PX0019  NGVD 29 (06/08/92) 1220.542  (m)         4004.39   (f) ADJUSTED    1 2
 PX0019
 PX0019.Superseded values are not recommended for survey control.
 PX0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0019.See file dsdata.txt to determine how the superseded data were derived.
 PX0019
 PX0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ106621(NAD 83)
 PX0019_MARKER: DB = BENCH MARK DISK
 PX0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0019_STAMPING: 4003.985 D 25 1933
 PX0019_MARK LOGO: CGS   
 PX0019_PROJECTION: PROJECTING 10 CENTIMETERS
 PX0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0019+STABILITY: SURFACE MOTION
 PX0019
 PX0019  HISTORY     - Date     Condition        Report By
 PX0019  HISTORY     - 1933     MONUMENTED       CGS
 PX0019  HISTORY     - 1934     GOOD             NGS
 PX0019  HISTORY     - 1982     GOOD             NGS
 PX0019
 PX0019                          STATION DESCRIPTION
 PX0019
 PX0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0019'5.8 MI SE FROM LOVELL.
 PX0019'5.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 310 FROM LOVELL, BIG HORN
 PX0019'COUNTY, 0.1 MILE NORTH OF A CONCRETE CULVERT, 220 FEET SOUTH OF A
 PX0019'SIMILAR CONCRETE CULVERT, AND 55 FEET WEST OF THE CENTER LINE OF THE
 PX0019'HIGHWAY.  A STANDARD DISK, STAMPED 4003.985 D 25 1933 AND SET IN THE
 PX0019'TOP OF A CONCRETE POST.
 PX0019
 PX0019                          STATION RECOVERY (1934)
 PX0019
 PX0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0019'RECOVERED IN GOOD CONDITION.
 PX0019
 PX0019                          STATION RECOVERY (1982)
 PX0019
 PX0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0019'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.7 KM (5.4 MI)
 PX0019'SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH NEVADA
 PX0019'STREET IN LOVEL, THENCE 0.4 KM (0.25 MI) NORTH ALONG A PAVED ROAD AND
 PX0019'17.1 METERS (56.1 FT) WEST OF THE CENTERLINE OF THE ROAD.
 PX0019'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PX0019'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0136 ***********************************************************************
 PX0136  DESIGNATION -  D 26
 PX0136  PID         -  PX0136
 PX0136  STATE/COUNTY-  WY/PARK
 PX0136  USGS QUAD   -  RALSTON (1967)
 PX0136
 PX0136                         *CURRENT SURVEY CONTROL
 PX0136  ___________________________________________________________________
 PX0136* NAD 83(1986)-  44 43 43.     (N)    108 50 01.     (W)     SCALED    
 PX0136* NAVD 88     -      1380.483  (meters)    4529.13   (feet)  ADJUSTED  
 PX0136  ___________________________________________________________________
 PX0136  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 PX0136  DYNAMIC HT  -        1379.851 (meters)    4527.06  (feet)  COMP
 PX0136  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 PX0136
 PX0136  VERT ORDER  -  SECOND    CLASS 0
 PX0136
 PX0136.The horizontal coordinates were scaled from a topographic map and have
 PX0136.an estimated accuracy of +/- 6 seconds.
 PX0136
 PX0136.The orthometric height was determined by differential leveling
 PX0136.and adjusted by the National Geodetic Survey in June 1991..
 PX0136
 PX0136.The geoid height was determined by GEOID03.
 PX0136
 PX0136.The dynamic height is computed by dividing the NAVD 88
 PX0136.geopotential number by the normal gravity value computed on the
 PX0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0136.degrees latitude (g = 980.6199 gals.).
 PX0136
 PX0136.The modeled gravity was interpolated from observed gravity values.
 PX0136
 PX0136;                    North         East    Units  Estimated Accuracy
 PX0136;SPC WYWC     -   469,710.      593,380.      MT  (+/- 180 meters Scaled)
 PX0136
 PX0136                          SUPERSEDED SURVEY CONTROL
 PX0136
 PX0136  NGVD 29 (??/??/92) 1379.463  (m)         4525.79   (f) ADJ UNCH    2 0
 PX0136
 PX0136.Superseded values are not recommended for survey control.
 PX0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0136.See file dsdata.txt to determine how the superseded data were derived.
 PX0136
 PX0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ715550(NAD 83)
 PX0136_MARKER: DB = BENCH MARK DISK
 PX0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0136_SP_SET: IRRIGATION SPILLWAY
 PX0136_STAMPING: 4525.434 D 26 1933
 PX0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0136
 PX0136  HISTORY     - Date     Condition        Report By
 PX0136  HISTORY     - 1933     MONUMENTED       CGS
 PX0136
 PX0136                          STATION DESCRIPTION
 PX0136
 PX0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0136'2.0 MI NE FROM RALSTON.
 PX0136'ABOUT 2.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0136'RAILROAD FROM RALSTON, PARK COUNTY, AT MILEAGE 23.99, ABOUT 130 FEET
 PX0136'NORTH OF THE CENTER LINE OF THE TRACK, AT AN IRRIGATION SPILLWAY, AND
 PX0136'IN THE TOP OF THE SOUTH CORNER.  A STANDARD DISK, STAMPED 4525.434 D
 PX0136'26 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0127 ***********************************************************************
 OV0127  DESIGNATION -  D 26
 OV0127  PID         -  OV0127
 OV0127  STATE/COUNTY-  WY/NATRONA
 OV0127  USGS QUAD   -  HELLS HALF ACRE (1968)
 OV0127
 OV0127                         *CURRENT SURVEY CONTROL
 OV0127  ___________________________________________________________________
 OV0127* NAD 83(1986)-  43 05 10.     (N)    107 02 18.     (W)     SCALED    
 OV0127* NAVD 88     -      1751.940  (meters)    5747.82   (feet)  POSTED    
 OV0127  ___________________________________________________________________
 OV0127  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 OV0127  DYNAMIC HT  -        1750.780 (meters)    5744.02  (feet)  COMP
 OV0127  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 OV0127
 OV0127  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0127
 OV0127.The horizontal coordinates were scaled from a topographic map and have
 OV0127.an estimated accuracy of +/- 6 seconds.
 OV0127
 OV0127.The orthometric height was determined by differential leveling
 OV0127.and adjusted by the National Geodetic Survey in 1992..
 OV0127.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0127.rate of 1.1 thru 2.0 mm/km.
 OV0127
 OV0127.The geoid height was determined by GEOID03.
 OV0127
 OV0127.The dynamic height is computed by dividing the NAVD 88
 OV0127.geopotential number by the normal gravity value computed on the
 OV0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0127.degrees latitude (g = 980.6199 gals.).
 OV0127
 OV0127.The modeled gravity was interpolated from observed gravity values.
 OV0127
 OV0127;                    North         East    Units  Estimated Accuracy
 OV0127;SPC WYEC     -   387,260.      424,020.      MT  (+/- 180 meters Scaled)
 OV0127
 OV0127                          SUPERSEDED SURVEY CONTROL
 OV0127
 OV0127  NGVD 29 (??/??/92) 1750.834  (m)         5744.19   (f) ADJ UNCH    1 2
 OV0127
 OV0127.Superseded values are not recommended for survey control.
 OV0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0127.See file dsdata.txt to determine how the superseded data were derived.
 OV0127
 OV0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH340723(NAD 83)
 OV0127_MARKER: DB = BENCH MARK DISK
 OV0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0127_STAMPING: D 26 1934
 OV0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0127+STABILITY: SURFACE MOTION
 OV0127
 OV0127  HISTORY     - Date     Condition        Report By
 OV0127  HISTORY     - 1934     MONUMENTED       CGS
 OV0127
 OV0127                          STATION DESCRIPTION
 OV0127
 OV0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0127'5.5 MI NW FROM POWDER RIVER.
 OV0127'5.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0127'FROM THE STATION AT POWDER RIVER, NATRONA COUNTY, AT MILEPOST 247,
 OV0127'93.2 FEET NORTHEAST OF THE NORTH RAIL, 4.5 FEET SOUTHWEST OF THE
 OV0127'RIGHT-OF-WAY FENCE, AND ABOUT 2.5 FEET LOWER THAN THE TRACK.  A
 OV0127'STANDARD DISK, STAMPED D 26 1934 AND SET IN THE TOP OF A CONCRETE
 OV0127'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0153 ***********************************************************************
 OV0153  DESIGNATION -  D 27
 OV0153  PID         -  OV0153
 OV0153  STATE/COUNTY-  WY/FREMONT
 OV0153  USGS QUAD   -  GATES BUTTE (1952)
 OV0153
 OV0153                         *CURRENT SURVEY CONTROL
 OV0153  ___________________________________________________________________
 OV0153* NAD 83(1986)-  43 17 02.     (N)    107 49 43.     (W)     SCALED    
 OV0153* NAVD 88     -      1563.455  (meters)    5129.44   (feet)  ADJUSTED  
 OV0153  ___________________________________________________________________
 OV0153  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 OV0153  DYNAMIC HT  -        1562.448 (meters)    5126.13  (feet)  COMP
 OV0153  MODELED GRAV-     979,922.1   (mgal)                       NAVD 88
 OV0153
 OV0153  VERT ORDER  -  FIRST     CLASS II
 OV0153
 OV0153.The horizontal coordinates were scaled from a topographic map and have
 OV0153.an estimated accuracy of +/- 6 seconds.
 OV0153
 OV0153.The orthometric height was determined by differential leveling
 OV0153.and adjusted by the National Geodetic Survey in June 1991..
 OV0153
 OV0153.The geoid height was determined by GEOID03.
 OV0153
 OV0153.The dynamic height is computed by dividing the NAVD 88
 OV0153.geopotential number by the normal gravity value computed on the
 OV0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0153.degrees latitude (g = 980.6199 gals.).
 OV0153
 OV0153.The modeled gravity was interpolated from observed gravity values.
 OV0153
 OV0153;                    North         East    Units  Estimated Accuracy
 OV0153;SPC WYWC     -   309,600.      674,780.      MT  (+/- 180 meters Scaled)
 OV0153
 OV0153                          SUPERSEDED SURVEY CONTROL
 OV0153
 OV0153  NGVD 29 (??/??/92) 1562.461  (m)         5126.17   (f) ADJ UNCH    1 2
 OV0153
 OV0153.Superseded values are not recommended for survey control.
 OV0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0153.See file dsdata.txt to determine how the superseded data were derived.
 OV0153
 OV0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH705962(NAD 83)
 OV0153_MARKER: DB = BENCH MARK DISK
 OV0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0153_STAMPING: D 27 1934
 OV0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0153+STABILITY: SURFACE MOTION
 OV0153
 OV0153  HISTORY     - Date     Condition        Report By
 OV0153  HISTORY     - 1934     MONUMENTED       CGS
 OV0153
 OV0153                          STATION DESCRIPTION
 OV0153
 OV0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0153'7.7 MI W FROM LYSITE.
 OV0153'ABOUT 7.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0153'FROM THE STATION AT LYSITE, FREMONT COUNTY, AT THE WEST END OF THE
 OV0153'SIDING AT SCHOENING, ABOUT 545 FEET WEST OF MILEPOST 291, ABOUT 600
 OV0153'FEET EAST OF A BRIDGE AT THE WEST END OF THE SIDING, ABOUT 90 FEET
 OV0153'SOUTH OF THE SOUTH RAIL, AND 3.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 OV0153'A STANDARD DISK, STAMPED D 27 1934 AND SET IN THE TOP OF A CONCRETE
 OV0153'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0202 ***********************************************************************
 NR0202  DESIGNATION -  D 28
 NR0202  PID         -  NR0202
 NR0202  STATE/COUNTY-  WY/FREMONT
 NR0202  USGS QUAD   -  GRAHAM RANCH (1984)
 NR0202
 NR0202                         *CURRENT SURVEY CONTROL
 NR0202  ___________________________________________________________________
 NR0202* NAD 83(1986)-  42 30 18.     (N)    107 53 49.     (W)     SCALED    
 NR0202* NAVD 88     -      1934.351  (meters)    6346.28   (feet)  ADJUSTED  
 NR0202  ___________________________________________________________________
 NR0202  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 NR0202  DYNAMIC HT  -        1932.945 (meters)    6341.67  (feet)  COMP
 NR0202  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 NR0202
 NR0202  VERT ORDER  -  SECOND    CLASS 0
 NR0202
 NR0202.The horizontal coordinates were scaled from a topographic map and have
 NR0202.an estimated accuracy of +/- 6 seconds.
 NR0202
 NR0202.The orthometric height was determined by differential leveling
 NR0202.and adjusted by the National Geodetic Survey in June 1991..
 NR0202
 NR0202.The geoid height was determined by GEOID03.
 NR0202
 NR0202.The dynamic height is computed by dividing the NAVD 88
 NR0202.geopotential number by the normal gravity value computed on the
 NR0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0202.degrees latitude (g = 980.6199 gals.).
 NR0202
 NR0202.The modeled gravity was interpolated from observed gravity values.
 NR0202
 NR0202;                    North         East    Units  Estimated Accuracy
 NR0202;SPC WYWC     -   223,020.      670,110.      MT  (+/- 180 meters Scaled)
 NR0202
 NR0202                          SUPERSEDED SURVEY CONTROL
 NR0202
 NR0202  NGVD 29 (??/??/92) 1933.296  (m)         6342.82   (f) ADJ UNCH    2 0
 NR0202
 NR0202.Superseded values are not recommended for survey control.
 NR0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0202.See file dsdata.txt to determine how the superseded data were derived.
 NR0202
 NR0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH619099(NAD 83)
 NR0202_MARKER: DB = BENCH MARK DISK
 NR0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0202_STAMPING: D 28 1934
 NR0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0202+STABILITY: SURFACE MOTION
 NR0202
 NR0202  HISTORY     - Date     Condition        Report By
 NR0202  HISTORY     - 1934     MONUMENTED       CGS
 NR0202
 NR0202                          STATION DESCRIPTION
 NR0202
 NR0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0202'16.8 MI E FROM HUDSON.
 NR0202'ABOUT 16.8 MILES EAST ALONG U.S. HIGHWAY 287 FROM HUDSON, FREMONT
 NR0202'COUNTY, ABOUT 2.8 MILES SOUTHEAST OF TWO BRIDGES, AT THE JUNCTION OF A
 NR0202'RANCH ROAD LEADING NORTH, 41.5 FEET SOUTHEAST OF THE CENTER LINE OF
 NR0202'THE RANCH ROAD, 48.2 FEET EAST OF THE EAST CORNER OF A MAIL BOX, AND
 NR0202'57 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 NR0202'STAMPED D 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0026 ***********************************************************************
 NS0026  DESIGNATION -  D 29
 NS0026  PID         -  NS0026
 NS0026  STATE/COUNTY-  WY/FREMONT
 NS0026  USGS QUAD   -  DEL MONTE RIDGE (1978)
 NS0026
 NS0026                         *CURRENT SURVEY CONTROL
 NS0026  ___________________________________________________________________
 NS0026* NAD 83(1986)-  42 39 57.     (N)    108 26 38.     (W)     SCALED    
 NS0026* NAVD 88     -      1859.803  (meters)    6101.70   (feet)  ADJUSTED  
 NS0026  ___________________________________________________________________
 NS0026  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 NS0026  DYNAMIC HT  -        1858.506 (meters)    6097.45  (feet)  COMP
 NS0026  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 NS0026
 NS0026  VERT ORDER  -  SECOND    CLASS 0
 NS0026
 NS0026.The horizontal coordinates were scaled from a topographic map and have
 NS0026.an estimated accuracy of +/- 6 seconds.
 NS0026
 NS0026.The orthometric height was determined by differential leveling
 NS0026.and adjusted by the National Geodetic Survey in June 1991..
 NS0026
 NS0026.The geoid height was determined by GEOID03.
 NS0026
 NS0026.The dynamic height is computed by dividing the NAVD 88
 NS0026.geopotential number by the normal gravity value computed on the
 NS0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0026.degrees latitude (g = 980.6199 gals.).
 NS0026
 NS0026.The modeled gravity was interpolated from observed gravity values.
 NS0026
 NS0026;                    North         East    Units  Estimated Accuracy
 NS0026;SPC WYWC     -   240,580.      625,090.      MT  (+/- 180 meters Scaled)
 NS0026
 NS0026                          SUPERSEDED SURVEY CONTROL
 NS0026
 NS0026  NGVD 29 (??/??/92) 1858.740  (m)         6098.22   (f) ADJ UNCH    2 0
 NS0026
 NS0026.Superseded values are not recommended for survey control.
 NS0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0026.See file dsdata.txt to determine how the superseded data were derived.
 NS0026
 NS0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN094268(NAD 83)
 NS0026_MARKER: DB = BENCH MARK DISK
 NS0026_SETTING: 80 = SET IN A BOULDER
 NS0026_SP_SET: BOULDER
 NS0026_STAMPING: D 29 1934
 NS0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0026+STABILITY: SURFACE MOTION
 NS0026
 NS0026  HISTORY     - Date     Condition        Report By
 NS0026  HISTORY     - 1934     MONUMENTED       CGS
 NS0026
 NS0026                          STATION DESCRIPTION
 NS0026
 NS0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0026'20.9 MI SE FROM LANDER.
 NS0026'LANDER, ABOUT 20.9 MILES SE ALONG HWY. 287, NE 1/4 SECTION 17, T. 31
 NS0026'N. R. 97 W., ABOUT 18.8 MILES SE OF ALONG HWY. BRIDGE OVER SWEETWATER
 NS0026'RIVER, APPROX. 0.5 MILES NW OF SOIL CONSERVATION SERVICE TEST PLOT, 31
 NS0026'FEET WEST OF HWY. IN A BURIED BOULDER.  A STANDARD DISC STAMPED D 29
 NS0026'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0023 ***********************************************************************
 MQ0023  DESIGNATION -  D 3
 MQ0023  PID         -  MQ0023
 MQ0023  STATE/COUNTY-  WY/SWEETWATER
 MQ0023  USGS QUAD   -  J O DUGWAY (1970)
 MQ0023
 MQ0023                         *CURRENT SURVEY CONTROL
 MQ0023  ___________________________________________________________________
 MQ0023* NAD 83(1986)-  41 37 10.     (N)    108 21 45.     (W)     SCALED    
 MQ0023* NAVD 88     -      2089.611  (meters)    6855.67   (feet)  ADJUSTED  
 MQ0023  ___________________________________________________________________
 MQ0023  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 MQ0023  DYNAMIC HT  -        2087.759 (meters)    6849.59  (feet)  COMP
 MQ0023  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 MQ0023
 MQ0023  VERT ORDER  -  FIRST     CLASS II
 MQ0023
 MQ0023.The horizontal coordinates were scaled from a topographic map and have
 MQ0023.an estimated accuracy of +/- 6 seconds.
 MQ0023
 MQ0023.The orthometric height was determined by differential leveling
 MQ0023.and adjusted by the National Geodetic Survey in June 1991..
 MQ0023
 MQ0023.The geoid height was determined by GEOID03.
 MQ0023
 MQ0023.The dynamic height is computed by dividing the NAVD 88
 MQ0023.geopotential number by the normal gravity value computed on the
 MQ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0023.degrees latitude (g = 980.6199 gals.).
 MQ0023
 MQ0023.The modeled gravity was interpolated from observed gravity values.
 MQ0023
 MQ0023;                    North         East    Units  Estimated Accuracy
 MQ0023;SPC WYWC     -   124,390.      632,290.      MT  (+/- 180 meters Scaled)
 MQ0023
 MQ0023                          SUPERSEDED SURVEY CONTROL
 MQ0023
 MQ0023  NGVD 29 (??/??/92) 2088.215  (m)         6851.09   (f) ADJ UNCH    1 2
 MQ0023
 MQ0023.Superseded values are not recommended for survey control.
 MQ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0023.See file dsdata.txt to determine how the superseded data were derived.
 MQ0023
 MQ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM197108(NAD 83)
 MQ0023_MARKER: Z = SEE DESCRIPTION
 MQ0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0023_SP_SET: ABUTMENT
 MQ0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0023
 MQ0023  HISTORY     - Date     Condition        Report By
 MQ0023  HISTORY     - UNK      MONUMENTED       CGS
 MQ0023  HISTORY     - 1956     GOOD             NGS
 MQ0023  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0023
 MQ0023                          STATION DESCRIPTION
 MQ0023
 MQ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0023'1.3 MI E FROM TABLE ROCK.
 MQ0023'1.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0023'TABLE ROCK, 15 POLES WEST OF MILEPOST 745, 12.7 FEET SOUTH OF THE
 MQ0023'SOUTH RAIL OF THE NORTH TRACK, 6 FEET BELOW THE TOP OF THE RAILS,
 MQ0023'SURROUNDED BY THE LETTERS USBM, IN THE TOP OF THE SOUTH END OF THE
 MQ0023'EAST ABUTMENT OF A STEEL GIRDER BRIDGE, IN THE SOUTHWEST 1/4 OF
 MQ0023'SECTION 17, TOWNSHIP 19 NORTH, RANGE 97 WEST.
 MQ0023
 MQ0023                          STATION RECOVERY (1983)
 MQ0023
 MQ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0275 ***********************************************************************
 MP0275  DESIGNATION -  D 30
 MP0275  PID         -  MP0275
 MP0275  STATE/COUNTY-  WY/CARBON
 MP0275  USGS QUAD   -  RAWLINS (1981)
 MP0275
 MP0275                         *CURRENT SURVEY CONTROL
 MP0275  ___________________________________________________________________
 MP0275* NAD 83(1986)-  41 50 44.     (N)    107 14 53.     (W)     SCALED    
 MP0275* NAVD 88     -      2135.214  (meters)    7005.28   (feet)  ADJUSTED  
 MP0275  ___________________________________________________________________
 MP0275  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 MP0275  DYNAMIC HT  -        2133.402 (meters)    6999.34  (feet)  COMP
 MP0275  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 MP0275
 MP0275  VERT ORDER  -  FIRST     CLASS II
 MP0275
 MP0275.The horizontal coordinates were scaled from a topographic map and have
 MP0275.an estimated accuracy of +/- 6 seconds.
 MP0275
 MP0275.The orthometric height was determined by differential leveling
 MP0275.and adjusted by the National Geodetic Survey in June 1991..
 MP0275
 MP0275.The geoid height was determined by GEOID03.
 MP0275
 MP0275.The dynamic height is computed by dividing the NAVD 88
 MP0275.geopotential number by the normal gravity value computed on the
 MP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0275.degrees latitude (g = 980.6199 gals.).
 MP0275
 MP0275.The modeled gravity was interpolated from observed gravity values.
 MP0275
 MP0275;                    North         East    Units  Estimated Accuracy
 MP0275;SPC WYEC     -   249,430.      407,080.      MT  (+/- 180 meters Scaled)
 MP0275
 MP0275                          SUPERSEDED SURVEY CONTROL
 MP0275
 MP0275  NGVD 29 (??/??/92) 2134.069  (m)         7001.52   (f) ADJ UNCH    1 2
 MP0275
 MP0275.Superseded values are not recommended for survey control.
 MP0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0275.See file dsdata.txt to determine how the superseded data were derived.
 MP0275
 MP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG133350(NAD 83)
 MP0275_MARKER: DB = BENCH MARK DISK
 MP0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0275_STAMPING: D 30 1933
 MP0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0275+STABILITY: SURFACE MOTION
 MP0275
 MP0275  HISTORY     - Date     Condition        Report By
 MP0275  HISTORY     - 1933     MONUMENTED       CGS
 MP0275  HISTORY     - 1982     MARK NOT FOUND   NGS
 MP0275
 MP0275                          STATION DESCRIPTION
 MP0275
 MP0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0275'4.8 MI N FROM RAWLINS.
 MP0275'4.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MP0275'RAWLINS, CARBON COUNTY, AT THE TOP OF A SMALL RISE FROM BOTH THE NORTH
 MP0275'AND THE SOUTH, AT THE JUNCTION OF A FARM ROAD LEADING EAST, 108 FEET
 MP0275'NORTH OF THE FARM ROAD, AND 58 FEET EAST OF THE CENTER LINE OF THE
 MP0275'HIGHWAY.  A STANDARD DISK, STAMPED D 30 1933 AND SET IN THE TOP OF A
 MP0275'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 MP0275
 MP0275                          STATION RECOVERY (1982)
 MP0275
 MP0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MP0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0183 ***********************************************************************
 NR0183  DESIGNATION -  D 31
 NR0183  PID         -  NR0183
 NR0183  STATE/COUNTY-  WY/CARBON
 NR0183  USGS QUAD   -  SAVAGE PEAK (1981)
 NR0183
 NR0183                         *CURRENT SURVEY CONTROL
 NR0183  ___________________________________________________________________
 NR0183* NAD 83(1986)-  42 25 01.     (N)    107 18 43.     (W)     SCALED    
 NR0183* NAVD 88     -      1866.624  (meters)    6124.08   (feet)  ADJUSTED  
 NR0183  ___________________________________________________________________
 NR0183  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 NR0183  DYNAMIC HT  -        1865.291 (meters)    6119.71  (feet)  COMP
 NR0183  MODELED GRAV-     979,840.6   (mgal)                       NAVD 88
 NR0183
 NR0183  VERT ORDER  -  FIRST     CLASS II
 NR0183
 NR0183.The horizontal coordinates were scaled from a topographic map and have
 NR0183.an estimated accuracy of +/- 6 seconds.
 NR0183
 NR0183.The orthometric height was determined by differential leveling
 NR0183.and adjusted by the National Geodetic Survey in June 1991..
 NR0183
 NR0183.The geoid height was determined by GEOID03.
 NR0183
 NR0183.The dynamic height is computed by dividing the NAVD 88
 NR0183.geopotential number by the normal gravity value computed on the
 NR0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0183.degrees latitude (g = 980.6199 gals.).
 NR0183
 NR0183.The modeled gravity was interpolated from observed gravity values.
 NR0183
 NR0183;                    North         East    Units  Estimated Accuracy
 NR0183;SPC WYEC     -   312,890.      401,760.      MT  (+/- 180 meters Scaled)
 NR0183
 NR0183                          SUPERSEDED SURVEY CONTROL
 NR0183
 NR0183  NGVD 29 (06/08/92) 1865.634  (m)         6120.83   (f) ADJUSTED    1 2
 NR0183
 NR0183.Superseded values are not recommended for survey control.
 NR0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0183.See file dsdata.txt to determine how the superseded data were derived.
 NR0183
 NR0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG097986(NAD 83)
 NR0183_MARKER: DB = BENCH MARK DISK
 NR0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0183_STAMPING: D 31 1933
 NR0183_MARK LOGO: CGS   
 NR0183_PROJECTION: PROJECTING 15 CENTIMETERS
 NR0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0183+STABILITY: SURFACE MOTION
 NR0183
 NR0183  HISTORY     - Date     Condition        Report By
 NR0183  HISTORY     - 1933     MONUMENTED       CGS
 NR0183  HISTORY     - 1982     GOOD             NGS
 NR0183
 NR0183                          STATION DESCRIPTION
 NR0183
 NR0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0183'8.0 MI NE FROM THREE FORKS.
 NR0183'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM THREE FORKS, CARBON
 NR0183'COUNTY, 0.2 MILE SOUTH OF A FARM-ROAD INTERSECTION (ONE FARM ROAD
 NR0183'LEADS WEST AND ONE LEADS EAST), AND 46.5 FEET WEST OF THE CENTER LINE
 NR0183'OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 31 1933 AND SET IN THE TOP
 NR0183'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0183
 NR0183                          STATION RECOVERY (1982)
 NR0183
 NR0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0183'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.3 KM (8.25
 NR0183'MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS JUNCTION WITH U.S.
 NR0183'HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP, THENCE 0.8 KM (0.5 MI)
 NR0183'NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.4 KM (0.25 MI) SOUTHEAST
 NR0183'ALONG A PAVED ROAD (0LD HIGHWAY 220) AND 14.2 METERS (46.6 FT)
 NR0183'NORTHWEST OF THE CENTER OF THE ROAD.
 NR0183'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 NR0183'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0012 ***********************************************************************
 NQ0012  DESIGNATION -  D 311
 NQ0012  PID         -  NQ0012
 NQ0012  STATE/COUNTY-  WY/NIOBRARA
 NQ0012  USGS QUAD   -  MC MASTER RESERVOIR (1974)
 NQ0012
 NQ0012                         *CURRENT SURVEY CONTROL
 NQ0012  ___________________________________________________________________
 NQ0012* NAD 83(1986)-  42 40 44.     (N)    104 09 37.     (W)     SCALED    
 NQ0012* NAVD 88     -      1456.142  (meters)    4777.36   (feet)  ADJUSTED  
 NQ0012  ___________________________________________________________________
 NQ0012  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 NQ0012  DYNAMIC HT  -        1455.287 (meters)    4774.55  (feet)  COMP
 NQ0012  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 NQ0012
 NQ0012  VERT ORDER  -  FIRST     CLASS II
 NQ0012
 NQ0012.The horizontal coordinates were scaled from a topographic map and have
 NQ0012.an estimated accuracy of +/- 6 seconds.
 NQ0012
 NQ0012.The orthometric height was determined by differential leveling
 NQ0012.and adjusted by the National Geodetic Survey in June 1991..
 NQ0012
 NQ0012.The geoid height was determined by GEOID03.
 NQ0012
 NQ0012.The dynamic height is computed by dividing the NAVD 88
 NQ0012.geopotential number by the normal gravity value computed on the
 NQ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0012.degrees latitude (g = 980.6199 gals.).
 NQ0012
 NQ0012.The modeled gravity was interpolated from observed gravity values.
 NQ0012
 NQ0012;                    North         East    Units  Estimated Accuracy
 NQ0012;SPC WY E     -   242,480.      282,480.      MT  (+/- 180 meters Scaled)
 NQ0012
 NQ0012                          SUPERSEDED SURVEY CONTROL
 NQ0012
 NQ0012  NGVD 29 (??/??/92) 1455.440  (m)         4775.06   (f) ADJ UNCH    1 2
 NQ0012
 NQ0012.Superseded values are not recommended for survey control.
 NQ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0012.See file dsdata.txt to determine how the superseded data were derived.
 NQ0012
 NQ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH688254(NAD 83)
 NQ0012_MARKER: DB = BENCH MARK DISK
 NQ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0012_STAMPING: D 311 1938
 NQ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0012+STABILITY: SURFACE MOTION
 NQ0012
 NQ0012  HISTORY     - Date     Condition        Report By
 NQ0012  HISTORY     - 1938     MONUMENTED       CGS
 NQ0012  HISTORY     - 1954     GOOD             NGS
 NQ0012
 NQ0012                          STATION DESCRIPTION
 NQ0012
 NQ0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0012'3.7 MI W FROM VAN TASSELL.
 NQ0012'3.7 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0012'FROM THE STATION AT VAN TASSELL, 5 POLES WEST OF MILEPOST 475,
 NQ0012'34 FEET SOUTH OF THE SOUTH RAIL, 47 FEET SOUTHWEST OF THE CENTER
 NQ0012'OF A PRIVATE ROAD CROSSING, 14 FEET NORTH OF A FENCE, 8 FEET
 NQ0012'WEST OF A TELEPHONE POLE, 1.5 FEET EAST OF A WITNESS POST, SET
 NQ0012'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 NQ0012'GROUND.  IN SECTION 11, TOWNSHIP 31 NORTH, RANGE 61 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0193 ***********************************************************************
 OX0193  DESIGNATION -  D 312
 OX0193  PID         -  OX0193
 OX0193  STATE/COUNTY-  WY/TETON
 OX0193  USGS QUAD   -  SHADOW MOUNTAIN (1996)
 OX0193
 OX0193                         *CURRENT SURVEY CONTROL
 OX0193  ___________________________________________________________________
 OX0193* NAD 83(1986)-  43 37 44.     (N)    110 35 40.     (W)     SCALED    
 OX0193* NAVD 88     -      2043.244  (meters)    6703.54   (feet)  ADJUSTED  
 OX0193  ___________________________________________________________________
 OX0193  GEOID HEIGHT-          -9.03  (meters)                     GEOID03
 OX0193  DYNAMIC HT  -        2041.871 (meters)    6699.04  (feet)  COMP
 OX0193  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 OX0193
 OX0193  VERT ORDER  -  SECOND    CLASS 0
 OX0193
 OX0193.The horizontal coordinates were scaled from a topographic map and have
 OX0193.an estimated accuracy of +/- 6 seconds.
 OX0193
 OX0193.The orthometric height was determined by differential leveling
 OX0193.and adjusted by the National Geodetic Survey in June 1991..
 OX0193
 OX0193.The geoid height was determined by GEOID03.
 OX0193
 OX0193.The dynamic height is computed by dividing the NAVD 88
 OX0193.geopotential number by the normal gravity value computed on the
 OX0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0193.degrees latitude (g = 980.6199 gals.).
 OX0193
 OX0193.The modeled gravity was interpolated from observed gravity values.
 OX0193
 OX0193;                    North         East    Units  Estimated Accuracy
 OX0193;SPC WY W     -   447,650.      758,750.      MT  (+/- 180 meters Scaled)
 OX0193
 OX0193                          SUPERSEDED SURVEY CONTROL
 OX0193
 OX0193  NGVD 29 (??/??/92) 2041.927  (m)         6699.22   (f) ADJ UNCH    2 0
 OX0193
 OX0193.Superseded values are not recommended for survey control.
 OX0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0193.See file dsdata.txt to determine how the superseded data were derived.
 OX0193
 OX0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP327307(NAD 83)
 OX0193_MARKER: DB = BENCH MARK DISK
 OX0193_SETTING: 66 = SET IN ROCK OUTCROP
 OX0193_SP_SET: BOULDER
 OX0193_STAMPING: D 312 1946
 OX0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0193+STABILITY: POSITION/ELEVATION WELL
 OX0193
 OX0193  HISTORY     - Date     Condition        Report By
 OX0193  HISTORY     - 1946     MONUMENTED       CGS
 OX0193
 OX0193                          STATION DESCRIPTION
 OX0193
 OX0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0193'1.6 MI E FROM KELLY.
 OX0193'ALONG GROS VENTRE RIVER, ABOUT 1.6 MILES EAST OF KELLY POST OFFICE, AT
 OX0193'EAST END OF LONG SAGEBRUSH-COVERED FLAT, SET IN LARGE BOULDER 120 FEET
 OX0193'WEST OF LONE SPRUCE TREE, 78 FEET SOUTH OF IRRIGATION CANAL, 8 FEET
 OX0193'SOUTH OF WELL WORN STOCK TRAIL.  STANDARD BRONZE DISK SET IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0141 ***********************************************************************
 OX0141  DESIGNATION -  D 313
 OX0141  PID         -  OX0141
 OX0141  STATE/COUNTY-  WY/LINCOLN
 OX0141  USGS QUAD   -  FERRY PEAK (1996)
 OX0141
 OX0141                         *CURRENT SURVEY CONTROL
 OX0141  ___________________________________________________________________
 OX0141* NAD 83(1986)-  43 08 50.     (N)    110 59 31.     (W)     SCALED    
 OX0141* NAVD 88     -      1751.350  (meters)    5745.89   (feet)  ADJUSTED  
 OX0141  ___________________________________________________________________
 OX0141  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 OX0141  DYNAMIC HT  -        1750.204 (meters)    5742.13  (feet)  COMP
 OX0141  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 OX0141
 OX0141  VERT ORDER  -  SECOND    CLASS 0
 OX0141
 OX0141.The horizontal coordinates were scaled from a topographic map and have
 OX0141.an estimated accuracy of +/- 6 seconds.
 OX0141
 OX0141.The orthometric height was determined by differential leveling
 OX0141.and adjusted by the National Geodetic Survey in June 1991..
 OX0141
 OX0141.The geoid height was determined by GEOID03.
 OX0141
 OX0141.The dynamic height is computed by dividing the NAVD 88
 OX0141.geopotential number by the normal gravity value computed on the
 OX0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0141.degrees latitude (g = 980.6199 gals.).
 OX0141
 OX0141.The modeled gravity was interpolated from observed gravity values.
 OX0141
 OX0141;                    North         East    Units  Estimated Accuracy
 OX0141;SPC WY W     -   394,410.      726,090.      MT  (+/- 180 meters Scaled)
 OX0141
 OX0141                          SUPERSEDED SURVEY CONTROL
 OX0141
 OX0141  NGVD 29 (??/??/92) 1750.125  (m)         5741.87   (f) ADJ UNCH    2 0
 OX0141
 OX0141.Superseded values are not recommended for survey control.
 OX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0141.See file dsdata.txt to determine how the superseded data were derived.
 OX0141
 OX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN006771(NAD 83)
 OX0141_MARKER: DB = BENCH MARK DISK
 OX0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0141_STAMPING: D 313 1946
 OX0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0141+STABILITY: SURFACE MOTION
 OX0141
 OX0141  HISTORY     - Date     Condition        Report By
 OX0141  HISTORY     - 1946     MONUMENTED       CGS
 OX0141  HISTORY     - 1965     GOOD             NGS
 OX0141
 OX0141                          STATION DESCRIPTION
 OX0141
 OX0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0141'2.9 MI S FROM ALPINE.
 OX0141'2.9 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0141'THENCE 2.1 MILES EAST ALONG THE GREYS RIVER ROAD, 25 FEET NORTH OF THE
 OX0141'CENTER LINE OF THE ROAD, 10 FEET SOUTH OF THE EDGE OF A STEEP CANYON,
 OX0141'AND SET IN THE TOP OF A CONCRETE POST.
 OX0141
 OX0141                          STATION RECOVERY (1965)
 OX0141
 OX0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0106 ***********************************************************************
 NT0106  DESIGNATION -  D 315
 NT0106  PID         -  NT0106
 NT0106  STATE/COUNTY-  WY/LINCOLN
 NT0106  USGS QUAD   -  POISON MEADOWS (1980)
 NT0106
 NT0106                         *CURRENT SURVEY CONTROL
 NT0106  ___________________________________________________________________
 NT0106* NAD 83(1986)-  42 35 57.     (N)    110 40 41.     (W)     SCALED    
 NT0106* NAVD 88     -      2428.240  (meters)    7966.65   (feet)  ADJUSTED  
 NT0106  ___________________________________________________________________
 NT0106  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 NT0106  DYNAMIC HT  -        2426.214 (meters)    7960.00  (feet)  COMP
 NT0106  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 NT0106
 NT0106  VERT ORDER  -  SECOND    CLASS 0
 NT0106
 NT0106.The horizontal coordinates were scaled from a topographic map and have
 NT0106.an estimated accuracy of +/- 6 seconds.
 NT0106
 NT0106.The orthometric height was determined by differential leveling
 NT0106.and adjusted by the National Geodetic Survey in June 1991..
 NT0106
 NT0106.The geoid height was determined by GEOID03.
 NT0106
 NT0106.The dynamic height is computed by dividing the NAVD 88
 NT0106.geopotential number by the normal gravity value computed on the
 NT0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0106.degrees latitude (g = 980.6199 gals.).
 NT0106
 NT0106.The modeled gravity was interpolated from observed gravity values.
 NT0106
 NT0106;                    North         East    Units  Estimated Accuracy
 NT0106;SPC WY W     -   333,300.      751,200.      MT  (+/- 180 meters Scaled)
 NT0106
 NT0106                          SUPERSEDED SURVEY CONTROL
 NT0106
 NT0106  NGVD 29 (??/??/92) 2426.763  (m)         7961.80   (f) ADJ UNCH    2 0
 NT0106
 NT0106.Superseded values are not recommended for survey control.
 NT0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0106.See file dsdata.txt to determine how the superseded data were derived.
 NT0106
 NT0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN264163(NAD 83)
 NT0106_MARKER: DB = BENCH MARK DISK
 NT0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0106_STAMPING: D 315 1946
 NT0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0106+STABILITY: SURFACE MOTION
 NT0106
 NT0106  HISTORY     - Date     Condition        Report By
 NT0106  HISTORY     - 1946     MONUMENTED       CGS
 NT0106  HISTORY     - 1972     GOOD             NGS
 NT0106
 NT0106                          STATION DESCRIPTION
 NT0106
 NT0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0106'35.9 MI E FROM SMOOT.
 NT0106'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0106'THENCE ABOUT 28.9 MILES EASTERLY AND NORTHEASTERLY ALONG GREYS RIVER
 NT0106'ROAD, 105 FEET WEST OF THE WEST BANK OF THE RIVER, 55 FEET NORTH OF
 NT0106'THE SOUTH END OF A LONG FLAT LYING ON THE EAST SIDE OF THE ROAD, 21
 NT0106'FEET EAST OF THE CENTER LINE OF THE ROAD, 12 FEET EAST OF A LARGE PINE
 NT0106'TREE, ABOUT 2 FEET BELOW THE ROAD LEVEL, 3 FEET WEST OF A WITNESS
 NT0106'POST, AND SET IN THE TOP OF A CONCRETE POST.
 NT0106
 NT0106                          STATION RECOVERY (1972)
 NT0106
 NT0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0069 ***********************************************************************
 NT0069  DESIGNATION -  D 316
 NT0069  PID         -  NT0069
 NT0069  STATE/COUNTY-  WY/LINCOLN
 NT0069  USGS QUAD   -  PORCUPINE CREEK (1967)
 NT0069
 NT0069                         *CURRENT SURVEY CONTROL
 NT0069  ___________________________________________________________________
 NT0069* NAD 83(1986)-  42 29 51.     (N)    110 51 57.     (W)     SCALED    
 NT0069* NAVD 88     -      2369.700  (meters)    7774.59   (feet)  ADJUSTED  
 NT0069  ___________________________________________________________________
 NT0069  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 NT0069  DYNAMIC HT  -        2367.749 (meters)    7768.19  (feet)  COMP
 NT0069  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 NT0069
 NT0069  VERT ORDER  -  SECOND    CLASS 0
 NT0069
 NT0069.The horizontal coordinates were scaled from a topographic map and have
 NT0069.an estimated accuracy of +/- 6 seconds.
 NT0069
 NT0069.The orthometric height was determined by differential leveling
 NT0069.and adjusted by the National Geodetic Survey in June 1991..
 NT0069
 NT0069.The geoid height was determined by GEOID03.
 NT0069
 NT0069.The dynamic height is computed by dividing the NAVD 88
 NT0069.geopotential number by the normal gravity value computed on the
 NT0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0069.degrees latitude (g = 980.6199 gals.).
 NT0069
 NT0069.The modeled gravity was interpolated from observed gravity values.
 NT0069
 NT0069;                    North         East    Units  Estimated Accuracy
 NT0069;SPC WY W     -   322,130.      735,680.      MT  (+/- 180 meters Scaled)
 NT0069
 NT0069                          SUPERSEDED SURVEY CONTROL
 NT0069
 NT0069  NGVD 29 (??/??/92) 2368.263  (m)         7769.88   (f) ADJ UNCH    2 0
 NT0069
 NT0069.Superseded values are not recommended for survey control.
 NT0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0069.See file dsdata.txt to determine how the superseded data were derived.
 NT0069
 NT0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN110050(NAD 83)
 NT0069_MARKER: DB = BENCH MARK DISK
 NT0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0069_STAMPING: D 316 1946
 NT0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0069+STABILITY: SURFACE MOTION
 NT0069
 NT0069  HISTORY     - Date     Condition        Report By
 NT0069  HISTORY     - 1946     MONUMENTED       CGS
 NT0069
 NT0069                          STATION DESCRIPTION
 NT0069
 NT0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0069'11.0 MI SE FROM SMOOT.
 NT0069'ABOUT 7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT
 NT0069'SMOOT, THENCE ABOUT 4.0 MILES EASTERLY ALONG GREYS RIVER ROAD, ON THE
 NT0069'NORTHWEST SIDE OF A TURNOUT, 84 FEET SOUTHEAST OF AN ABANDONED ROAD,
 NT0069'24 FEET SOUTH OF A LARGE PINE TREE WITH A TRIANGLE BLAZE FACING THE
 NT0069'ROAD, 23 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET
 NT0069'ABOVE THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE
 NT0069'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0562 ***********************************************************************
 MO0562  DESIGNATION -  D 317
 MO0562  PID         -  MO0562
 MO0562  STATE/COUNTY-  WY/ALBANY
 MO0562  USGS QUAD   -  RED BUTTES (1978)
 MO0562
 MO0562                         *CURRENT SURVEY CONTROL
 MO0562  ___________________________________________________________________
 MO0562* NAD 83(1986)-  41 08 30.     (N)    105 33 47.     (W)     SCALED    
 MO0562* NAVD 88     -      2275.449  (meters)    7465.37   (feet)  ADJUSTED  
 MO0562  ___________________________________________________________________
 MO0562  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 MO0562  DYNAMIC HT  -        2273.386 (meters)    7458.60  (feet)  COMP
 MO0562  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 MO0562
 MO0562  VERT ORDER  -  FIRST     CLASS II
 MO0562
 MO0562.The horizontal coordinates were scaled from a topographic map and have
 MO0562.an estimated accuracy of +/- 6 seconds.
 MO0562
 MO0562.The orthometric height was determined by differential leveling
 MO0562.and adjusted by the National Geodetic Survey in June 1991..
 MO0562
 MO0562.The geoid height was determined by GEOID03.
 MO0562
 MO0562.The dynamic height is computed by dividing the NAVD 88
 MO0562.geopotential number by the normal gravity value computed on the
 MO0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0562.degrees latitude (g = 980.6199 gals.).
 MO0562
 MO0562.The modeled gravity was interpolated from observed gravity values.
 MO0562
 MO0562;                    North         East    Units  Estimated Accuracy
 MO0562;SPC WY E     -    71,330.      166,720.      MT  (+/- 180 meters Scaled)
 MO0562
 MO0562                          SUPERSEDED SURVEY CONTROL
 MO0562
 MO0562  NGVD 29 (??/??/92) 2274.328  (m)         7461.69   (f) ADJ UNCH    1 2
 MO0562
 MO0562.Superseded values are not recommended for survey control.
 MO0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0562.See file dsdata.txt to determine how the superseded data were derived.
 MO0562
 MO0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF527546(NAD 83)
 MO0562_MARKER: DB = BENCH MARK DISK
 MO0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0562_STAMPING: D 317 1947
 MO0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0562+STABILITY: SURFACE MOTION
 MO0562
 MO0562  HISTORY     - Date     Condition        Report By
 MO0562  HISTORY     - 1947     MONUMENTED       CGS
 MO0562  HISTORY     - 1956     GOOD             NGS
 MO0562  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0562
 MO0562                          STATION DESCRIPTION
 MO0562
 MO0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0562'5.8 MI NW FROM HERMOSA.
 MO0562'5.8 MILES NORTHWEST ALONG THE SOUTHWEST TRACK OF THE UNION
 MO0562'PACIFIC RAILROAD FROM THE STATION SIGN AT HERMOSA, 46.8 FEET
 MO0562'SOUTH OF THE 10TH POLE NORTHWEST OF MILEPOST 554, 39.7 FEET
 MO0562'NORTHEAST OF THE NORTHEAST RAIL, 205 FEET SOUTHWEST OF THE CENTER
 MO0562'LINE OF U.S. HIGHWAY 287, 2 FEET NORTHWEST OF A WITNESS POST, 5
 MO0562'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 MO0562'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION 34,
 MO0562'TOWNSHIP 14 NORTH, RANGE 73 WEST.
 MO0562
 MO0562                          STATION RECOVERY (1983)
 MO0562
 MO0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0604 ***********************************************************************
 MO0604  DESIGNATION -  D 318
 MO0604  PID         -  MO0604
 MO0604  STATE/COUNTY-  WY/ALBANY
 MO0604  USGS QUAD   -  BAMFORTH LAKE (1978)
 MO0604
 MO0604                         *CURRENT SURVEY CONTROL
 MO0604  ___________________________________________________________________
 MO0604* NAD 83(1986)-  41 24 42.     (N)    105 37 52.     (W)     SCALED    
 MO0604* NAVD 88     -      2168.285  (meters)    7113.78   (feet)  ADJUSTED  
 MO0604  ___________________________________________________________________
 MO0604  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0604  DYNAMIC HT  -        2166.434 (meters)    7107.71  (feet)  COMP
 MO0604  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 MO0604
 MO0604  VERT ORDER  -  FIRST     CLASS II
 MO0604
 MO0604.The horizontal coordinates were scaled from a topographic map and have
 MO0604.an estimated accuracy of +/- 6 seconds.
 MO0604
 MO0604.The orthometric height was determined by differential leveling
 MO0604.and adjusted by the National Geodetic Survey in June 1991..
 MO0604
 MO0604.The geoid height was determined by GEOID03.
 MO0604
 MO0604.The dynamic height is computed by dividing the NAVD 88
 MO0604.geopotential number by the normal gravity value computed on the
 MO0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0604.degrees latitude (g = 980.6199 gals.).
 MO0604
 MO0604.The modeled gravity was interpolated from observed gravity values.
 MO0604
 MO0604;                    North         East    Units  Estimated Accuracy
 MO0604;SPC WY E     -   101,340.      161,170.      MT  (+/- 180 meters Scaled)
 MO0604
 MO0604                          SUPERSEDED SURVEY CONTROL
 MO0604
 MO0604  NGVD 29 (??/??/92) 2167.244  (m)         7110.37   (f) ADJ UNCH    1 2
 MO0604
 MO0604.Superseded values are not recommended for survey control.
 MO0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0604.See file dsdata.txt to determine how the superseded data were derived.
 MO0604
 MO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF472846(NAD 83)
 MO0604_MARKER: DB = BENCH MARK DISK
 MO0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0604_STAMPING: D 318 1947
 MO0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0604+STABILITY: SURFACE MOTION
 MO0604
 MO0604  HISTORY     - Date     Condition        Report By
 MO0604  HISTORY     - 1947     MONUMENTED       CGS
 MO0604  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0604
 MO0604                          STATION DESCRIPTION
 MO0604
 MO0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0604'1.1 MI SW FROM HOWELL.
 MO0604'1.0 MILE SOUTHWEST ALONG A GRAVELED ROAD (WITH RAISED ROADBED)
 MO0604'FROM THE STEEL RAILWAY BRIDGE OVER THE LARAMIE RIVER AT THE SOUTH
 MO0604'EDGE OF HOWELL, THENCE 0.1 MILE NORTHWEST ALONG THE OLD
 MO0604'RIGHT-OF-WAY OF THE UNION PACIFIC RAILWAY (THE OLD RAILWAY GRADE
 MO0604'IS NOW USED AS A ROAD), 225.0 FEET NORTH OF THE CENTER LINE OF
 MO0604'AN EAST-WEST ROAD, 80.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MO0604'RAILWAY GRADE AND 3 FEET LOWER, 1.8 FEET NORTHWEST OF A REFERENCE
 MO0604'POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT
 MO0604'ABOVE THE GROUND.
 MO0604
 MO0604                          STATION RECOVERY (1983)
 MO0604
 MO0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0240 ***********************************************************************
 MP0240  DESIGNATION -  D 319
 MP0240  PID         -  MP0240
 MP0240  STATE/COUNTY-  WY/CARBON
 MP0240  USGS QUAD   -  RAWLINS (1981)
 MP0240
 MP0240                         *CURRENT SURVEY CONTROL
 MP0240  ___________________________________________________________________
 MP0240* NAD 83(1986)-  41 46 36.     (N)    107 08 37.     (W)     SCALED    
 MP0240* NAVD 88     -      2012.345  (meters)    6602.17   (feet)  ADJUSTED  
 MP0240  ___________________________________________________________________
 MP0240  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 MP0240  DYNAMIC HT  -        2010.657 (meters)    6596.63  (feet)  COMP
 MP0240  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 MP0240
 MP0240  VERT ORDER  -  FIRST     CLASS II
 MP0240
 MP0240.The horizontal coordinates were scaled from a topographic map and have
 MP0240.an estimated accuracy of +/- 6 seconds.
 MP0240
 MP0240.The orthometric height was determined by differential leveling
 MP0240.and adjusted by the National Geodetic Survey in June 1991..
 MP0240
 MP0240.The geoid height was determined by GEOID03.
 MP0240
 MP0240.The dynamic height is computed by dividing the NAVD 88
 MP0240.geopotential number by the normal gravity value computed on the
 MP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0240.degrees latitude (g = 980.6199 gals.).
 MP0240
 MP0240.The modeled gravity was interpolated from observed gravity values.
 MP0240
 MP0240;                    North         East    Units  Estimated Accuracy
 MP0240;SPC WYEC     -   241,790.      415,770.      MT  (+/- 180 meters Scaled)
 MP0240
 MP0240                          SUPERSEDED SURVEY CONTROL
 MP0240
 MP0240  NGVD 29 (06/08/92) 2011.206  (m)         6598.43   (f) ADJUSTED    1 2
 MP0240
 MP0240.Superseded values are not recommended for survey control.
 MP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0240.See file dsdata.txt to determine how the superseded data were derived.
 MP0240
 MP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG218272(NAD 83)
 MP0240_MARKER: DB = BENCH MARK DISK
 MP0240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0240_STAMPING: D 319 1947
 MP0240_MARK LOGO: CGS   
 MP0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0240+STABILITY: SURFACE MOTION
 MP0240
 MP0240  HISTORY     - Date     Condition        Report By
 MP0240  HISTORY     - 1947     MONUMENTED       CGS
 MP0240  HISTORY     - 1983     GOOD             NGS
 MP0240
 MP0240                          STATION DESCRIPTION
 MP0240
 MP0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0240'1.5 MI W FROM PARCO (SINCLAIR).
 MP0240'1.5 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0240'PARCO (SINCLAIR), 8 1/2 POLES EAST OF MILEPOST 678, 19.0 FEET SOUTH OF
 MP0240'THE SOUTH RAIL OF THE SOUTH TRACK AND 8 FEET LOWER, SET IN A DRILL
 MP0240'HOLE IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF THE CONCRETE
 MP0240'ADDITION TO A STONE ARCH CULVERT (6 FOOT BY 6 FOOT--INSIDE
 MP0240'DIMENSIONS).
 MP0240
 MP0240                          STATION RECOVERY (1983)
 MP0240
 MP0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0152 ***********************************************************************
 NR0152  DESIGNATION -  D 32
 NR0152  PID         -  NR0152
 NR0152  STATE/COUNTY-  WY/NATRONA
 NR0152  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0152
 NR0152                         *CURRENT SURVEY CONTROL
 NR0152  ___________________________________________________________________
 NR0152* NAD 83(1986)-  42 42 51.     (N)    106 32 36.     (W)     SCALED    
 NR0152* NAVD 88     -      1596.874  (meters)    5239.08   (feet)  ADJUSTED  
 NR0152  ___________________________________________________________________
 NR0152  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NR0152  DYNAMIC HT  -        1595.855 (meters)    5235.73  (feet)  COMP
 NR0152  MODELED GRAV-     979,926.7   (mgal)                       NAVD 88
 NR0152
 NR0152  VERT ORDER  -  FIRST     CLASS II
 NR0152
 NR0152.The horizontal coordinates were scaled from a topographic map and have
 NR0152.an estimated accuracy of +/- 6 seconds.
 NR0152
 NR0152.The orthometric height was determined by differential leveling
 NR0152.and adjusted by the National Geodetic Survey in June 1991..
 NR0152.WARNING-Repeat measurements at this control monument indicate possible
 NR0152.vertical movement.
 NR0152
 NR0152.The geoid height was determined by GEOID03.
 NR0152
 NR0152.The dynamic height is computed by dividing the NAVD 88
 NR0152.geopotential number by the normal gravity value computed on the
 NR0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0152.degrees latitude (g = 980.6199 gals.).
 NR0152
 NR0152.The modeled gravity was interpolated from observed gravity values.
 NR0152
 NR0152;                    North         East    Units  Estimated Accuracy
 NR0152;SPC WYEC     -   346,210.      464,710.      MT  (+/- 180 meters Scaled)
 NR0152
 NR0152                          SUPERSEDED SURVEY CONTROL
 NR0152
 NR0152  NGVD 29 (06/08/92) 1595.986  (m)         5236.16   (f) ADJUSTED    1 2
 NR0152
 NR0152.Superseded values are not recommended for survey control.
 NR0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0152.See file dsdata.txt to determine how the superseded data were derived.
 NR0152
 NR0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH736302(NAD 83)
 NR0152_MARKER: DB = BENCH MARK DISK
 NR0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0152_STAMPING: D 32 1933
 NR0152_MARK LOGO: CGS   
 NR0152_PROJECTION: FLUSH
 NR0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0152+STABILITY: SURFACE MOTION
 NR0152
 NR0152  HISTORY     - Date     Condition        Report By
 NR0152  HISTORY     - 1933     MONUMENTED       CGS
 NR0152  HISTORY     - 1959     GOOD             NGS
 NR0152  HISTORY     - 1982     GOOD             NGS
 NR0152
 NR0152                          STATION DESCRIPTION
 NR0152
 NR0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0152'15.1 MI SW FROM CASPER.
 NR0152'ABOUT 15.1 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0152'POSTOFFICE AT CASPER, ABOUT 0.1 MILE SOUTHWEST OF COLE CREEK, 48 FEET
 NR0152'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTHWEST OF THE
 NR0152'CENTER LINE OF THE ENTRANCE TO AN ABANDONED CEMENT HOUSE, 1/2 FOOT
 NR0152'NORTHWEST OF A FENCE, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST,
 NR0152'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH
 NR0152'WITH THE GROUND.
 NR0152
 NR0152                          STATION RECOVERY (1982)
 NR0152
 NR0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0152'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  19.9 KM (12.35
 NR0152'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS JUNCTION WITH STATE
 NR0152'HIGHWAY 257 IN CASPER, 0.6 KM (0.35 MI) SOUTHWEST OF MEDICINE BOW ROAD
 NR0152'LEADING SOUTHEAST, 60.7 METERS (199.1 FT) NORTHWEST OF THE CENTERLINE
 NR0152'OF THE HIGHWAY, 38.6 METERS (126.6 FT) NORTHEAST OF THE CENTER OF A
 NR0152'DRIVEWAY LEADING NORTH AND 33.0 METERS (108.3 FT) SOUTHEAST OF A
 NR0152'FENCE.
 NR0152'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 NR0152'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0149 ***********************************************************************
 MO0149  DESIGNATION -  D 320
 MO0149  PID         -  MO0149
 MO0149  STATE/COUNTY-  WY/LARAMIE
 MO0149  USGS QUAD   -  BORIE (1994)
 MO0149
 MO0149                         *CURRENT SURVEY CONTROL
 MO0149  ___________________________________________________________________
 MO0149* NAD 83(1986)-  41 05 08.     (N)    104 57 45.     (W)     SCALED    
 MO0149* NAVD 88     -      1977.064  (meters)    6486.42   (feet)  ADJUSTED  
 MO0149  ___________________________________________________________________
 MO0149  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 MO0149  DYNAMIC HT  -        1975.298 (meters)    6480.62  (feet)  COMP
 MO0149  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 MO0149
 MO0149  VERT ORDER  -  FIRST     CLASS II
 MO0149
 MO0149.The horizontal coordinates were scaled from a topographic map and have
 MO0149.an estimated accuracy of +/- 6 seconds.
 MO0149
 MO0149.The orthometric height was determined by differential leveling
 MO0149.and adjusted by the National Geodetic Survey in June 1991..
 MO0149
 MO0149.The geoid height was determined by GEOID03.
 MO0149
 MO0149.The dynamic height is computed by dividing the NAVD 88
 MO0149.geopotential number by the normal gravity value computed on the
 MO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0149.degrees latitude (g = 980.6199 gals.).
 MO0149
 MO0149.The modeled gravity was interpolated from observed gravity values.
 MO0149
 MO0149;                    North         East    Units  Estimated Accuracy
 MO0149;SPC WY E     -    65,040.      217,150.      MT  (+/- 180 meters Scaled)
 MO0149
 MO0149                          SUPERSEDED SURVEY CONTROL
 MO0149
 MO0149  NGVD 29 (??/??/92) 1976.002  (m)         6482.93   (f) ADJ UNCH    1 2
 MO0149
 MO0149.Superseded values are not recommended for survey control.
 MO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0149.See file dsdata.txt to determine how the superseded data were derived.
 MO0149
 MO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF031482(NAD 83)
 MO0149_MARKER: DB = BENCH MARK DISK
 MO0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0149_SP_SET: CULVERT
 MO0149_STAMPING: D 320 1947
 MO0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0149
 MO0149  HISTORY     - Date     Condition        Report By
 MO0149  HISTORY     - 1947     MONUMENTED       CGS
 MO0149  HISTORY     - 1956     GOOD             NGS
 MO0149  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0149
 MO0149                          STATION DESCRIPTION
 MO0149
 MO0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0149'1 MI E FROM BORIE.
 MO0149'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0149'SIGN AT BORIE, 90 FEET NORTHEAST OF MILEPOST 518, 9.6 FEET SOUTH
 MO0149'OF THE SOUTH RAIL OF THE SOUTH TRACK, 2 FEET BELOW THE TOP OF THE
 MO0149'RAILS, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 MO0149'STONE CULVERT, IN SECTION 24, TOWNSHIP 13 NORTH, RANGE 68 WEST.
 MO0149
 MO0149                          STATION RECOVERY (1983)
 MO0149
 MO0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0465 ***********************************************************************
 MO0465  DESIGNATION -  D 321
 MO0465  PID         -  MO0465
 MO0465  STATE/COUNTY-  WY/ALBANY
 MO0465  USGS QUAD   -  BUFORD (1987)
 MO0465
 MO0465                         *CURRENT SURVEY CONTROL
 MO0465  ___________________________________________________________________
 MO0465* NAD 83(1986)-  41 07 25.     (N)    105 19 32.     (W)     SCALED    
 MO0465* NAVD 88     -      2420.215  (meters)    7940.32   (feet)  ADJUSTED  
 MO0465  ___________________________________________________________________
 MO0465  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 MO0465  DYNAMIC HT  -        2417.985 (meters)    7933.01  (feet)  COMP
 MO0465  MODELED GRAV-     979,613.7   (mgal)                       NAVD 88
 MO0465
 MO0465  VERT ORDER  -  FIRST     CLASS II
 MO0465
 MO0465.The horizontal coordinates were scaled from a topographic map and have
 MO0465.an estimated accuracy of +/- 6 seconds.
 MO0465
 MO0465.The orthometric height was determined by differential leveling
 MO0465.and adjusted by the National Geodetic Survey in June 1991..
 MO0465
 MO0465.The geoid height was determined by GEOID03.
 MO0465
 MO0465.The dynamic height is computed by dividing the NAVD 88
 MO0465.geopotential number by the normal gravity value computed on the
 MO0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0465.degrees latitude (g = 980.6199 gals.).
 MO0465
 MO0465.The modeled gravity was interpolated from observed gravity values.
 MO0465
 MO0465;                    North         East    Units  Estimated Accuracy
 MO0465;SPC WY E     -    69,260.      186,660.      MT  (+/- 180 meters Scaled)
 MO0465
 MO0465                          SUPERSEDED SURVEY CONTROL
 MO0465
 MO0465  NGVD 29 (06/08/92) 2419.093  (m)         7936.64   (f) ADJUSTED    1 2
 MO0465
 MO0465.Superseded values are not recommended for survey control.
 MO0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0465.See file dsdata.txt to determine how the superseded data were derived.
 MO0465
 MO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF726525(NAD 83)
 MO0465_MARKER: DB = BENCH MARK DISK
 MO0465_SETTING: 80 = SET IN A BOULDER
 MO0465_SP_SET: GRANITE BOULDER
 MO0465_STAMPING: D 321 1947
 MO0465_MARK LOGO: CGS   
 MO0465_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0465+STABILITY: SURFACE MOTION
 MO0465
 MO0465  HISTORY     - Date     Condition        Report By
 MO0465  HISTORY     - 1947     MONUMENTED       CGS
 MO0465  HISTORY     - 1956     GOOD             NGS
 MO0465  HISTORY     - 1983     GOOD             NGS
 MO0465  HISTORY     - 1985     GOOD             DMA
 MO0465  HISTORY     - 19981011 GOOD             WYDT
 MO0465
 MO0465                          STATION DESCRIPTION
 MO0465
 MO0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0465'1.1 MI W FROM BUFORD.
 MO0465'1.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MO0465'TANK AT BUFORD, 0.2 MILE EAST OF MILEPOST 538, 403.5 FEET
 MO0465'NORTH OF THE NORTH RAIL OF THE NORTH MAIN LINE TRACK, 150 YARDS
 MO0465'NORTHWEST OF THE EAST END OF A CUT, 29.7 FEET SOUTHWEST OF THE
 MO0465'NORTHEAST END OF A LARGE BOULDER, 29 FEET NORTHEAST OF A LONE
 MO0465'18 INCH PINE TREE, 0.3 FOOT ABOVE THE GROUND, SET IN THE TOP
 MO0465'OF A 1 X 3 FOOT GRANITE BOULDER, IN SECTION 2, TOWNSHIP 13
 MO0465'NORTH, RANGE 71 WEST.
 MO0465
 MO0465                          STATION RECOVERY (1983)
 MO0465
 MO0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0465'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  46.0 KM
 MO0465'(28.6 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0465'STATION IN LARAMIE.  ADD 0.4 METER (1.3 FT) NORTHEAST OF A WITNESS
 MO0465'POST.
 MO0465
 MO0465                          STATION RECOVERY (1985)
 MO0465
 MO0465'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0465'RECOVERED IN GOOD CONDITION.
 MO0465
 MO0465                          STATION RECOVERY (1998)
 MO0465
 MO0465'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1998 (KFB)
 MO0465'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0465'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0007 ***********************************************************************
 MP0007  DESIGNATION -  D 322
 MP0007  PID         -  MP0007
 MP0007  STATE/COUNTY-  WY/CARBON
 MP0007  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0007
 MP0007                         *CURRENT SURVEY CONTROL
 MP0007  ___________________________________________________________________
 MP0007* NAD 83(1986)-  41 51 46.     (N)    106 06 40.     (W)     SCALED    
 MP0007* NAVD 88     -      2037.143  (meters)    6683.53   (feet)  ADJUSTED  
 MP0007  ___________________________________________________________________
 MP0007  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 MP0007  DYNAMIC HT  -        2035.434 (meters)    6677.92  (feet)  COMP
 MP0007  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 MP0007
 MP0007  VERT ORDER  -  FIRST     CLASS II
 MP0007
 MP0007.The horizontal coordinates were scaled from a topographic map and have
 MP0007.an estimated accuracy of +/- 6 seconds.
 MP0007
 MP0007.The orthometric height was determined by differential leveling
 MP0007.and adjusted by the National Geodetic Survey in June 1991..
 MP0007.WARNING-Repeat measurements at this control monument indicate possible
 MP0007.vertical movement.
 MP0007
 MP0007.The geoid height was determined by GEOID03.
 MP0007
 MP0007.The dynamic height is computed by dividing the NAVD 88
 MP0007.geopotential number by the normal gravity value computed on the
 MP0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0007.degrees latitude (g = 980.6199 gals.).
 MP0007
 MP0007.The modeled gravity was interpolated from observed gravity values.
 MP0007
 MP0007;                    North         East    Units  Estimated Accuracy
 MP0007;SPC WYEC     -   252,060.      501,470.      MT  (+/- 180 meters Scaled)
 MP0007
 MP0007                          SUPERSEDED SURVEY CONTROL
 MP0007
 MP0007  NGVD 29 (06/08/92) 2036.009  (m)         6679.81   (f) ADJUSTED    1 2
 MP0007
 MP0007.Superseded values are not recommended for survey control.
 MP0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0007.See file dsdata.txt to determine how the superseded data were derived.
 MP0007
 MP0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG077351(NAD 83)
 MP0007_MARKER: DB = BENCH MARK DISK
 MP0007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0007_STAMPING: D 322 1947
 MP0007_MARK LOGO: CGS   
 MP0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0007+STABILITY: SURFACE MOTION
 MP0007
 MP0007  HISTORY     - Date     Condition        Report By
 MP0007  HISTORY     - 1947     MONUMENTED       CGS
 MP0007  HISTORY     - 1983     GOOD             NGS
 MP0007
 MP0007                          STATION DESCRIPTION
 MP0007
 MP0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0007'5.2 MI E FROM MEDICINE BOW.
 MP0007'5.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0007'MEDICINE BOW, 11.1 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND
 MP0007'TRACK OF THE MAIN LINE TRACKS, 5.5 FEET BELOW THE BASE OF THE RAILS,
 MP0007'SET IN THE TOP OF AND 1.0 FOOT SOUTH OF THE NORTH END OF THE EAST
 MP0007'CONCRETE ABUTMENT OF A 30-FOOT STEEL PLATE BRIDGE OVER A RAVINE.
 MP0007
 MP0007                          STATION RECOVERY (1983)
 MP0007
 MP0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0033 ***********************************************************************
 MP0033  DESIGNATION -  D 323
 MP0033  PID         -  MP0033
 MP0033  STATE/COUNTY-  WY/CARBON
 MP0033  USGS QUAD   -  COMO WEST (1982)
 MP0033
 MP0033                         *CURRENT SURVEY CONTROL
 MP0033  ___________________________________________________________________
 MP0033* NAD 83(1986)-  41 54 01.     (N)    106 27 44.     (W)     SCALED    
 MP0033* NAVD 88     -      2090.175  (meters)    6857.52   (feet)  ADJUSTED  
 MP0033  ___________________________________________________________________
 MP0033  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 MP0033  DYNAMIC HT  -        2088.297 (meters)    6851.35  (feet)  COMP
 MP0033  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 MP0033
 MP0033  VERT ORDER  -  FIRST     CLASS II
 MP0033
 MP0033.The horizontal coordinates were scaled from a topographic map and have
 MP0033.an estimated accuracy of +/- 6 seconds.
 MP0033
 MP0033.The orthometric height was determined by differential leveling
 MP0033.and adjusted by the National Geodetic Survey in June 1991..
 MP0033
 MP0033.The geoid height was determined by GEOID03.
 MP0033
 MP0033.The dynamic height is computed by dividing the NAVD 88
 MP0033.geopotential number by the normal gravity value computed on the
 MP0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0033.degrees latitude (g = 980.6199 gals.).
 MP0033
 MP0033.The modeled gravity was interpolated from observed gravity values.
 MP0033
 MP0033;                    North         East    Units  Estimated Accuracy
 MP0033;SPC WYEC     -   255,870.      472,280.      MT  (+/- 180 meters Scaled)
 MP0033
 MP0033                          SUPERSEDED SURVEY CONTROL
 MP0033
 MP0033  NGVD 29 (??/??/92) 2088.91   (m)         6853.4    (f) COMPUTED    1 2
 MP0033
 MP0033.Superseded values are not recommended for survey control.
 MP0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0033.See file dsdata.txt to determine how the superseded data were derived.
 MP0033
 MP0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG787397(NAD 83)
 MP0033_MARKER: DB = BENCH MARK DISK
 MP0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0033_SP_SET: CULVERT
 MP0033_STAMPING: D 323 1947
 MP0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0033
 MP0033  HISTORY     - Date     Condition        Report By
 MP0033  HISTORY     - 1947     MONUMENTED       CGS
 MP0033  HISTORY     - 1971     MARK NOT FOUND   USGS
 MP0033  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0033
 MP0033                          STATION DESCRIPTION
 MP0033
 MP0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0033'6.0 MI E FROM HANNA.
 MP0033'6.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0033'HANNA, 3 TELEPHONE POLES WEST OF MILE POST NO.637, 16.3 FEET NORTH OF
 MP0033'THE NORTH RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE TRACKS, SET IN
 MP0033'THE TOP OF AND 1.8 FOOT EAST OF THE WEST END OF THE NORTH HEADWALL OF
 MP0033'A 12-FOOT CONCRETE CULVERT UNDER THE TRACKS, ABOUT 2 FEET BELOW THE
 MP0033'TRACK.
 MP0033
 MP0033                          STATION RECOVERY (1971)
 MP0033
 MP0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0033'MARK NOT FOUND.
 MP0033
 MP0033                          STATION RECOVERY (1983)
 MP0033
 MP0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0033'NOTE=THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0225 ***********************************************************************
 MP0225  DESIGNATION -  D 324
 MP0225  PID         -  MP0225
 MP0225  STATE/COUNTY-  WY/CARBON
 MP0225  USGS QUAD   -  WALCOTT (1982)
 MP0225
 MP0225                         *CURRENT SURVEY CONTROL
 MP0225  ___________________________________________________________________
 MP0225* NAD 83(1986)-  41 45 26.     (N)    106 49 34.     (W)     SCALED    
 MP0225* NAVD 88     -      2028.175  (meters)    6654.10   (feet)  ADJUSTED  
 MP0225  ___________________________________________________________________
 MP0225  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 MP0225  DYNAMIC HT  -        2026.417 (meters)    6648.34  (feet)  COMP
 MP0225  MODELED GRAV-     979,683.5   (mgal)                       NAVD 88
 MP0225
 MP0225  VERT ORDER  -  FIRST     CLASS II
 MP0225
 MP0225.The horizontal coordinates were scaled from a topographic map and have
 MP0225.an estimated accuracy of +/- 6 seconds.
 MP0225
 MP0225.The orthometric height was determined by differential leveling
 MP0225.and adjusted by the National Geodetic Survey in June 1991..
 MP0225
 MP0225.The geoid height was determined by GEOID03.
 MP0225
 MP0225.The dynamic height is computed by dividing the NAVD 88
 MP0225.geopotential number by the normal gravity value computed on the
 MP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0225.degrees latitude (g = 980.6199 gals.).
 MP0225
 MP0225.The modeled gravity was interpolated from observed gravity values.
 MP0225
 MP0225;                    North         East    Units  Estimated Accuracy
 MP0225;SPC WYEC     -   239,740.      442,180.      MT  (+/- 180 meters Scaled)
 MP0225
 MP0225                          SUPERSEDED SURVEY CONTROL
 MP0225
 MP0225  NGVD 29 (06/08/92) 2026.984  (m)         6650.20   (f) ADJUSTED    1 2
 MP0225
 MP0225.Superseded values are not recommended for survey control.
 MP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0225.See file dsdata.txt to determine how the superseded data were derived.
 MP0225
 MP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG481244(NAD 83)
 MP0225_MARKER: DB = BENCH MARK DISK
 MP0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0225_STAMPING: D 324 1947
 MP0225_MARK LOGO: CGS   
 MP0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0225+STABILITY: SURFACE MOTION
 MP0225
 MP0225  HISTORY     - Date     Condition        Report By
 MP0225  HISTORY     - 1947     MONUMENTED       CGS
 MP0225  HISTORY     - 1983     GOOD             NGS
 MP0225
 MP0225                          STATION DESCRIPTION
 MP0225
 MP0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0225'1.1 MI SE FROM WALCOTT.
 MP0225'1.1 MILES SOUTHEAST ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD
 MP0225'FROM THE STATION AT WALCOTT, AT THE CROSSING OF U. S. HIGHWAY 30,
 MP0225'171.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65.0 FEET
 MP0225'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK AND 6.0 FEET HIGHER, 28.0
 MP0225'FEET SOUTHEAST OF THE FIRST TELEPHONE POLE SOUTHWEST OF THE TRACK, 3.0
 MP0225'FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 MP0225'AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MP0225
 MP0225                          STATION RECOVERY (1983)
 MP0225
 MP0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0197 ***********************************************************************
 OW0197  DESIGNATION -  D 326
 OW0197  PID         -  OW0197
 OW0197  STATE/COUNTY-  WY/HOT SPRINGS
 OW0197  USGS QUAD   -  THERMOPOLIS (1960)
 OW0197
 OW0197                         *CURRENT SURVEY CONTROL
 OW0197  ___________________________________________________________________
 OW0197* NAD 83(1986)-  43 42 21.     (N)    108 10 33.     (W)     SCALED    
 OW0197* NAVD 88     -      1320.805  (meters)    4333.34   (feet)  ADJUSTED  
 OW0197  ___________________________________________________________________
 OW0197  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 OW0197  DYNAMIC HT  -        1320.132 (meters)    4331.13  (feet)  COMP
 OW0197  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 OW0197  OBS GRAVITY -     980,064.6   (mgal)                       GRAV_OBS
 OW0197
 OW0197  VERT ORDER  -  FIRST     CLASS II
 OW0197
 OW0197.The horizontal coordinates were scaled from a topographic map and have
 OW0197.an estimated accuracy of +/- 6 seconds.
 OW0197
 OW0197.The orthometric height was determined by differential leveling
 OW0197.and adjusted by the National Geodetic Survey in June 1991..
 OW0197
 OW0197.The geoid height was determined by GEOID03.
 OW0197
 OW0197.The dynamic height is computed by dividing the NAVD 88
 OW0197.geopotential number by the normal gravity value computed on the
 OW0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0197.degrees latitude (g = 980.6199 gals.).
 OW0197
 OW0197.The modeled gravity was interpolated from observed gravity values.
 OW0197.The observed gravity was obtained from relative gravimeter ties
 OW0197.to the IGSN71 gravity network.
 OW0197
 OW0197;                    North         East    Units  Estimated Accuracy
 OW0197;SPC WYWC     -   356,230.      646,280.      MT  (+/- 180 meters Scaled)
 OW0197
 OW0197                          SUPERSEDED SURVEY CONTROL
 OW0197
 OW0197  NGVD 29 (06/08/92) 1319.979  (m)         4330.63   (f) ADJUSTED    1 2
 OW0197
 OW0197.Superseded values are not recommended for survey control.
 OW0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0197.See file dsdata.txt to determine how the superseded data were derived.
 OW0197
 OW0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP275430(NAD 83)
 OW0197_MARKER: I = METAL ROD
 OW0197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0197_SP_SET: STAINLESS STEEL ROD
 OW0197_STAMPING: D 326 1982
 OW0197_MARK LOGO: NGS   
 OW0197_PROJECTION: FLUSH
 OW0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0197_ROD/PIPE-DEPTH: 9.7  meters
 OW0197
 OW0197  HISTORY     - Date     Condition        Report By
 OW0197  HISTORY     - 1982     MONUMENTED       NGS
 OW0197
 OW0197                          STATION DESCRIPTION
 OW0197
 OW0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0197'8.6 KM (5.35 MI) NORTH FROM THERMOPOLIS.
 OW0197'8.6 KM (5.35 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0197'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 17.6 METERS (57.7 FT) EAST OF
 OW0197'THE CENTERLINE OF THE HIGHWAY AND 2.1 METERS (7.0 FT) NORTH OF THE
 OW0197'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 OW0197'A 5-INCH LOGO CAP.
 OW0197'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 OW0197'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0435 ***********************************************************************
 PW0435  DESIGNATION -  D 327
 PW0435  PID         -  PW0435
 PW0435  STATE/COUNTY-  WY/WASHAKIE
 PW0435  USGS QUAD   -  WORLAND (1978)
 PW0435
 PW0435                         *CURRENT SURVEY CONTROL
 PW0435  ___________________________________________________________________
 PW0435* NAD 83(1986)-  44 01 47.     (N)    107 57 15.     (W)     SCALED    
 PW0435* NAVD 88     -      1232.969  (meters)    4045.17   (feet)  ADJUSTED  
 PW0435  ___________________________________________________________________
 PW0435  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 PW0435  DYNAMIC HT  -        1232.396 (meters)    4043.29  (feet)  COMP
 PW0435  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 PW0435
 PW0435  VERT ORDER  -  FIRST     CLASS II
 PW0435
 PW0435.The horizontal coordinates were scaled from a topographic map and have
 PW0435.an estimated accuracy of +/- 6 seconds.
 PW0435
 PW0435.The orthometric height was determined by differential leveling
 PW0435.and adjusted by the National Geodetic Survey in June 1991..
 PW0435
 PW0435.The geoid height was determined by GEOID03.
 PW0435
 PW0435.The dynamic height is computed by dividing the NAVD 88
 PW0435.geopotential number by the normal gravity value computed on the
 PW0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0435.degrees latitude (g = 980.6199 gals.).
 PW0435
 PW0435.The modeled gravity was interpolated from observed gravity values.
 PW0435
 PW0435;                    North         East    Units  Estimated Accuracy
 PW0435;SPC WYEC     -   492,240.      350,230.      MT  (+/- 180 meters Scaled)
 PW0435
 PW0435                          SUPERSEDED SURVEY CONTROL
 PW0435
 PW0435  NGVD 29 (06/08/92) 1232.178  (m)         4042.57   (f) ADJUSTED    1 2
 PW0435
 PW0435.Superseded values are not recommended for survey control.
 PW0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0435.See file dsdata.txt to determine how the superseded data were derived.
 PW0435
 PW0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ632794(NAD 83)
 PW0435_MARKER: I = METAL ROD
 PW0435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0435_SP_SET: STAINLESS STEEL ROD
 PW0435_STAMPING: D 327 1982
 PW0435_MARK LOGO: NGS   
 PW0435_PROJECTION: FLUSH
 PW0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0435_ROD/PIPE-DEPTH: 4.9  meters
 PW0435
 PW0435  HISTORY     - Date     Condition        Report By
 PW0435  HISTORY     - 1982     MONUMENTED       NGS
 PW0435
 PW0435                          STATION DESCRIPTION
 PW0435
 PW0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0435'1.5 KM (0.95 MI) NORTH FROM WORLAND.
 PW0435'1.5 KM (0.95 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0435'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 11.7 METERS
 PW0435'(38.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.0 METERS
 PW0435'(72.2 FT) SOUTHWEST OF THE CENTER OF A PRIVATE DRIVEWAY, 10.9 METERS
 PW0435'(35.8 FT) NORTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 PW0435'RAILROAD AND 1.6 METERS (5.2 FT) SOUTHWEST OF A UTILITY POLE.
 PW0435'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PW0435'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 PW0435'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0241 ***********************************************************************
 PX0241  DESIGNATION -  D 328
 PX0241  PID         -  PX0241
 PX0241  STATE/COUNTY-  WY/BIG HORN
 PX0241  USGS QUAD   -  FRANNIE (1966)
 PX0241
 PX0241                         *CURRENT SURVEY CONTROL
 PX0241  ___________________________________________________________________
 PX0241* NAD 83(1986)-  44 56 39.     (N)    108 37 16.     (W)     SCALED    
 PX0241* NAVD 88     -      1280.216  (meters)    4200.18   (feet)  ADJUSTED  
 PX0241  ___________________________________________________________________
 PX0241  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 PX0241  DYNAMIC HT  -        1279.718 (meters)    4198.54  (feet)  COMP
 PX0241  MODELED GRAV-     980,183.8   (mgal)                       NAVD 88
 PX0241
 PX0241  VERT ORDER  -  FIRST     CLASS II
 PX0241
 PX0241.The horizontal coordinates were scaled from a topographic map and have
 PX0241.an estimated accuracy of +/- 6 seconds.
 PX0241
 PX0241.The orthometric height was determined by differential leveling
 PX0241.and adjusted by the National Geodetic Survey in June 1991..
 PX0241
 PX0241.The geoid height was determined by GEOID03.
 PX0241
 PX0241.The dynamic height is computed by dividing the NAVD 88
 PX0241.geopotential number by the normal gravity value computed on the
 PX0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0241.degrees latitude (g = 980.6199 gals.).
 PX0241
 PX0241.The modeled gravity was interpolated from observed gravity values.
 PX0241
 PX0241;                    North         East    Units  Estimated Accuracy
 PX0241;SPC WYEC     -   594,470.      298,370.      MT  (+/- 180 meters Scaled)
 PX0241
 PX0241                          SUPERSEDED SURVEY CONTROL
 PX0241
 PX0241  NGVD 29 (06/08/92) 1279.328  (m)         4197.26   (f) ADJUSTED    1 2
 PX0241
 PX0241.Superseded values are not recommended for survey control.
 PX0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0241.See file dsdata.txt to determine how the superseded data were derived.
 PX0241
 PX0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ876795(NAD 83)
 PX0241_MARKER: I = METAL ROD
 PX0241_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0241_SP_SET: STAINLESS STEEL ROD
 PX0241_STAMPING: D 328 1982
 PX0241_MARK LOGO: NGS   
 PX0241_PROJECTION: FLUSH
 PX0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0241_ROD/PIPE-DEPTH: 3.7  meters
 PX0241
 PX0241  HISTORY     - Date     Condition        Report By
 PX0241  HISTORY     - 1982     MONUMENTED       NGS
 PX0241
 PX0241                          STATION DESCRIPTION
 PX0241
 PX0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0241'26.6 KM (16.5 MI) NW FROM LOVELL.
 PX0241'26.6 KM (16.5 MI) NORTHWESTERLY ALONG U. S.HIGHWAY 310 FROM ITS
 PX0241'JUNCTION WITH NEVADA STREET IN LOVELL, 25.9 METERS (85.0 FT) EAST OF
 PX0241'THE CENTERLINE OF THE HIGHWAY, 20.0 METERS (65.6 FT) SOUTH OF A DIRT
 PX0241'ROAD (LANE 4 1/2) AND 2.7 METERS (8.9 FT) NORTH OF A HIGHWAY
 PX0241'RIGHT-OF-WAY MARKER NUMBER 206+22.4.  NOTE=ACCESS TO THE DATUM POINT
 PX0241'IS THROUGH A 5-INCH LOGO CAP.
 PX0241'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PX0241'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0271 ***********************************************************************
 PX0271  DESIGNATION -  D 329
 PX0271  PID         -  PX0271
 PX0271  STATE/COUNTY-  WY/BIG HORN
 PX0271  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0271
 PX0271                         *CURRENT SURVEY CONTROL
 PX0271  ___________________________________________________________________
 PX0271* NAD 83(1986)-  44 40 41.     (N)    108 17 11.     (W)     SCALED    
 PX0271* NAVD 88     -      1299.891  (meters)    4264.73   (feet)  ADJUSTED  
 PX0271  ___________________________________________________________________
 PX0271  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0271  DYNAMIC HT  -        1299.350 (meters)    4262.95  (feet)  COMP
 PX0271  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 PX0271  OBS GRAVITY -     980,156.6   (mgal)                       GRAV_OBS
 PX0271
 PX0271  VERT ORDER  -  FIRST     CLASS II
 PX0271
 PX0271.The horizontal coordinates were scaled from a topographic map and have
 PX0271.an estimated accuracy of +/- 6 seconds.
 PX0271
 PX0271.The orthometric height was determined by differential leveling
 PX0271.and adjusted by the National Geodetic Survey in June 1991..
 PX0271
 PX0271.The geoid height was determined by GEOID03.
 PX0271
 PX0271.The dynamic height is computed by dividing the NAVD 88
 PX0271.geopotential number by the normal gravity value computed on the
 PX0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0271.degrees latitude (g = 980.6199 gals.).
 PX0271
 PX0271.The modeled gravity was interpolated from observed gravity values.
 PX0271.The observed gravity was obtained from relative gravimeter ties
 PX0271.to the IGSN71 gravity network.
 PX0271
 PX0271;                    North         East    Units  Estimated Accuracy
 PX0271;SPC WYEC     -   564,530.      324,440.      MT  (+/- 180 meters Scaled)
 PX0271
 PX0271                          SUPERSEDED SURVEY CONTROL
 PX0271
 PX0271  NGVD 29 (06/08/92) 1299.039  (m)         4261.93   (f) ADJUSTED    1 2
 PX0271
 PX0271.Superseded values are not recommended for survey control.
 PX0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0271.See file dsdata.txt to determine how the superseded data were derived.
 PX0271
 PX0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ150507(NAD 83)
 PX0271_MARKER: I = METAL ROD
 PX0271_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0271_SP_SET: STAINLESS STEEL ROD
 PX0271_STAMPING: D 329 1982
 PX0271_MARK LOGO: NGS   
 PX0271_PROJECTION: FLUSH
 PX0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0271_ROD/PIPE-DEPTH: 11.0 meters
 PX0271
 PX0271  HISTORY     - Date     Condition        Report By
 PX0271  HISTORY     - 1982     MONUMENTED       NGS
 PX0271
 PX0271                          STATION DESCRIPTION
 PX0271
 PX0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0271'21.0 KM (13.05 MI) SE FROM LOVELL.
 PX0271'21.0 KM (13.05 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0271'JUNCTION WITH NEVADA STREET IN LOVELL, 0.2 KM (0.1 MI) NORTH OF
 PX0271'MILEPOST 223, 45.1 METERS (148.0 FT) NORTHEAST OF THE CENTERLINE OF
 PX0271'THE HIGHWAY AND 15.9 METERS (52.2 FT) NORTHWEST OF THE CENTER OF A
 PX0271'GRAVELED ROAD AND CATTLE GUARD.  NOTE=ACCESS TO THE DATUM POINT IS
 PX0271'THROUGH A 5-INCH LOGO CAP.
 PX0271'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 PX0271'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0022 ***********************************************************************
 OV0022  DESIGNATION -  D 33
 OV0022  PID         -  OV0022
 OV0022  STATE/COUNTY-  WY/NATRONA
 OV0022  USGS QUAD   -  SALT CREEK (1978)
 OV0022
 OV0022                         *CURRENT SURVEY CONTROL
 OV0022  ___________________________________________________________________
 OV0022* NAD 83(1986)-  43 16 41.     (N)    106 15 23.     (W)     SCALED    
 OV0022* NAVD 88     -      1609.860  (meters)    5281.68   (feet)  ADJUSTED  
 OV0022  ___________________________________________________________________
 OV0022  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 OV0022  DYNAMIC HT  -        1608.928 (meters)    5278.62  (feet)  COMP
 OV0022  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 OV0022
 OV0022  VERT ORDER  -  FIRST     CLASS II
 OV0022
 OV0022.The horizontal coordinates were scaled from a topographic map and have
 OV0022.an estimated accuracy of +/- 6 seconds.
 OV0022
 OV0022.The orthometric height was determined by differential leveling
 OV0022.and adjusted by the National Geodetic Survey in June 1991..
 OV0022
 OV0022.The geoid height was determined by GEOID03.
 OV0022
 OV0022.The dynamic height is computed by dividing the NAVD 88
 OV0022.geopotential number by the normal gravity value computed on the
 OV0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0022.degrees latitude (g = 980.6199 gals.).
 OV0022
 OV0022.The modeled gravity was interpolated from observed gravity values.
 OV0022
 OV0022;                    North         East    Units  Estimated Accuracy
 OV0022;SPC WYEC     -   409,110.      487,410.      MT  (+/- 180 meters Scaled)
 OV0022
 OV0022                          SUPERSEDED SURVEY CONTROL
 OV0022
 OV0022  NGVD 29 (??/??/92) 1609.018  (m)         5278.92   (f) ADJ UNCH    1 2
 OV0022
 OV0022.Superseded values are not recommended for survey control.
 OV0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0022.See file dsdata.txt to determine how the superseded data were derived.
 OV0022
 OV0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH980924(NAD 83)
 OV0022_MARKER: DB = BENCH MARK DISK
 OV0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0022_SP_SET: CONCRETE POST
 OV0022_STAMPING: D 33 1933
 OV0022_MARK LOGO: CGS   
 OV0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0022+STABILITY: SURFACE MOTION
 OV0022
 OV0022  HISTORY     - Date     Condition        Report By
 OV0022  HISTORY     - 1933     MONUMENTED       CGS
 OV0022  HISTORY     - 1968     GOOD             USGS
 OV0022  HISTORY     - 1977     GOOD             USGS
 OV0022  HISTORY     - 1985     GOOD             NGS
 OV0022
 OV0022                          STATION DESCRIPTION
 OV0022
 OV0022'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0022'9 MI S FROM MIDWEST.
 OV0022'FROM THE JUNCTION OF U.S. 87 AND WYO. 387 AT MIDWEST PROCEED SOUTH
 OV0022'ALONG U.S. 87 6.8 MILES TO A Y-JUNCTION, THENCE LEFT, OLD HIGHWAY, 2.2
 OV0022'MILES TO A JUNCTION AND THE BM NORTH OF THE Y-JUNCTION EAST, 42 FT.
 OV0022'EAST OF THE OLD HIGHWAY AND 56 FT. NORTHWEST OF THE ROAD NORTHEAST. A
 OV0022'STANDARD DISK SET IN A CONCRETE POST.
 OV0022
 OV0022                          STATION RECOVERY (1977)
 OV0022
 OV0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OV0022'U.S. 87 HAS BEEN MOVED TO THE WEST. THE OLD HIGHWAY IS STILL PASSABLE
 OV0022'AND THE LOCAL DISTANCES ARE CORRECT.
 OV0022
 OV0022                          STATION RECOVERY (1985)
 OV0022
 OV0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0022'RECOVERED IN GOOD CONDITION.  EXCEPT THE HIGHWAY DESCRIBED IS NOW
 OV0022'ABANDONED AND ON THE PROPERTY OF THE TEAPOT RANCH. NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0202 ***********************************************************************
 OW0202  DESIGNATION -  D 330
 OW0202  PID         -  OW0202
 OW0202  STATE/COUNTY-  WY/HOT SPRINGS
 OW0202  USGS QUAD   -  THERMOPOLIS (1960)
 OW0202
 OW0202                         *CURRENT SURVEY CONTROL
 OW0202  ___________________________________________________________________
 OW0202* NAD 83(1993)-  43 39 24.95179(N)    108 12 50.58061(W)     ADJUSTED  
 OW0202* NAVD 88     -      1394.167  (meters)    4574.03   (feet)  ADJUSTED  
 OW0202  ___________________________________________________________________
 OW0202  X           -  -1,444,961.341 (meters)                     COMP
 OW0202  Y           -  -4,391,245.357 (meters)                     COMP
 OW0202  Z           -   4,381,546.197 (meters)                     COMP
 OW0202  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 OW0202  ELLIP HEIGHT-        1381.20  (meters)          (02/28/01) GPS OBS
 OW0202  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 OW0202  DYNAMIC HT  -        1393.459 (meters)    4571.71  (feet)  COMP
 OW0202  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 OW0202
 OW0202  HORZ ORDER  -  A
 OW0202  VERT ORDER  -  FIRST     CLASS II
 OW0202  ELLP ORDER  -  SECOND    CLASS I
 OW0202
 OW0202.The horizontal coordinates were established by GPS observations
 OW0202.and adjusted by the National Geodetic Survey in February 2001..
 OW0202
 OW0202.The orthometric height was determined by differential leveling
 OW0202.and adjusted by the National Geodetic Survey in June 1991..
 OW0202
 OW0202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OW0202
 OW0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0202
 OW0202.The ellipsoidal height was determined by GPS observations
 OW0202.and is referenced to NAD 83.
 OW0202
 OW0202.The geoid height was determined by GEOID03.
 OW0202
 OW0202.The dynamic height is computed by dividing the NAVD 88
 OW0202.geopotential number by the normal gravity value computed on the
 OW0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0202.degrees latitude (g = 980.6199 gals.).
 OW0202
 OW0202.The modeled gravity was interpolated from observed gravity values.
 OW0202
 OW0202;                    North         East     Units Scale Factor Converg.
 OW0202;SPC WYWC     -   350,773.274   643,230.742   MT  0.99996048   +0 22 12.0
 OW0202;UTM  12      - 4,837,541.996   724,648.333   MT  1.00022079   +1 55 26.6
 OW0202
 OW0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0202!SPC WYWC     -   0.99978346  x   0.99996048  =   0.99974395
 OW0202!UTM  12      -   0.99978346  x   1.00022079  =   1.00000420
 OW0202
 OW0202                          SUPERSEDED SURVEY CONTROL
 OW0202
 OW0202  NAVD 88 (02/28/01) 1394.17   (m)         4574.0    (f) LEVELING    3  
 OW0202  NGVD 29 (06/08/92) 1393.349  (m)         4571.35   (f) ADJUSTED    1 2
 OW0202
 OW0202.Superseded values are not recommended for survey control.
 OW0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0202.See file dsdata.txt to determine how the superseded data were derived.
 OW0202
 OW0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2464837542(NAD 83)
 OW0202_MARKER: DV = VERTICAL CONTROL DISK
 OW0202_SETTING: 66 = SET IN ROCK OUTCROP
 OW0202_SP_SET: ROCK OUTCROP
 OW0202_STAMPING: D 330 1982
 OW0202_MARK LOGO: NGS   
 OW0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0202+STABILITY: POSITION/ELEVATION WELL
 OW0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OW0202+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1999
 OW0202
 OW0202  HISTORY     - Date     Condition        Report By
 OW0202  HISTORY     - 1982     MONUMENTED       NGS
 OW0202  HISTORY     - 19990702 GOOD             WYPLS
 OW0202
 OW0202                          STATION DESCRIPTION
 OW0202
 OW0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0202'1.5 KM (0.95 MI) NORTH FROM THERMOPOLIS.
 OW0202'0.5 KM (0.3 MI) NORTH ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OW0202'STATE HIGHWAY 120 IN THERMOPOLIS, THENCE 0.1 KM (0.05 MI) WEST ALONG
 OW0202'PARK STREET, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG 7TH STREET, 24.0
 OW0202'METERS (78.7 FT) SOUTHWEST OF THE CENTER OF A Y-FORK AND 11.0 METERS
 OW0202'(36.1 FT) NORTHWEST OF THE CENTER OF THE STREET.
 OW0202'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 OW0202'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 OW0202
 OW0202                          STATION RECOVERY (1999)
 OW0202
 OW0202'RECOVERY NOTE BY WYOMING PROFESSIONAL LAND SURVEYOR 1999 (RLH)
 OW0202'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  THE STATION IS
 OW0202'LOCATED APPROX 1.3 KM (0.80 MI) NORTH OF THE CENTER OF THERMOPOLIS ON
 OW0202'THE WEST SIDE OF AIRPORT ROAD AND 0.1 KM (0.05 MI) WEST OF THE SOUTH
 OW0202'END OF THE THERMOPOLIS - HOT SPRINGS COUNTY AIRPORT RUNWAY.
 OW0202'OWNERSHIP-- AIRPORT ROAD RIGHT OF WAY.  TO REACH THE STATION FROM THE
 OW0202'INTERSECTION OF SIXTH AND BROADWAY STREETS IN THE CENTER OF
 OW0202'THERMOPOLIS, GO WEST ON BROADWAY ONE BLOCK TO SEVENTH STREET, TURN
 OW0202'RIGHT ON SEVENTH STREET AND GO NORTH FOR 0.6 KM (0.35 MI) TO MAIDEN
 OW0202'STREET.  CONTINUE NORTH, NOW ON AIRPORT ROAD FOR 0.8 KM (0.50 MI) TO
 OW0202'THE STATION ON THE LEFT, VISIBLE FROM THE ROAD OPPOSITE THE SOUTH END
 OW0202'OF THE AIRPORT RUNWAY.  THE STATION MARK IS A BRONZE NGS VERTICAL
 OW0202'CONTROL DISK SET IN A DRILL HOLE IN A LIMESTONE ROCK OUTCROP ABOUT
 OW0202'FLUSH WITH THE SURROUNDING GROUND SURFACE.  IT IS, 79.9 M (262.1 FT)
 OW0202'WEST OF THE CENTER OF THE SOUTH END OF THE PAVED RUNWAY, 11.0 M (36.1
 OW0202'FT) WEST OF THE CENTERLINE OF AIRPORT ROAD AND 0.25 M (0.82 FT) NORTH
 OW0202'OF A FIBERGLASS WITNESS POST.  DESCRIBED BY R.L.  HUDSON OF WYPLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0217 ***********************************************************************
 OV0217  DESIGNATION -  D 331
 OV0217  PID         -  OV0217
 OV0217  STATE/COUNTY-  WY/FREMONT
 OV0217  USGS QUAD   -  MONETA (1952)
 OV0217
 OV0217                         *CURRENT SURVEY CONTROL
 OV0217  ___________________________________________________________________
 OV0217* NAD 83(1986)-  43 10 41.     (N)    107 43 02.     (W)     SCALED    
 OV0217* NAVD 88     -      1676.403  (meters)    5500.00   (feet)  ADJUSTED  
 OV0217  ___________________________________________________________________
 OV0217  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 OV0217  DYNAMIC HT  -        1675.284 (meters)    5496.33  (feet)  COMP
 OV0217  MODELED GRAV-     979,894.1   (mgal)                       NAVD 88
 OV0217
 OV0217  VERT ORDER  -  FIRST     CLASS II
 OV0217
 OV0217.The horizontal coordinates were scaled from a topographic map and have
 OV0217.an estimated accuracy of +/- 6 seconds.
 OV0217
 OV0217.The orthometric height was determined by differential leveling
 OV0217.and adjusted by the National Geodetic Survey in June 1991..
 OV0217
 OV0217.The geoid height was determined by GEOID03.
 OV0217
 OV0217.The dynamic height is computed by dividing the NAVD 88
 OV0217.geopotential number by the normal gravity value computed on the
 OV0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0217.degrees latitude (g = 980.6199 gals.).
 OV0217
 OV0217.The modeled gravity was interpolated from observed gravity values.
 OV0217
 OV0217;                    North         East    Units  Estimated Accuracy
 OV0217;SPC WYWC     -   297,950.      683,970.      MT  (+/- 180 meters Scaled)
 OV0217
 OV0217                          SUPERSEDED SURVEY CONTROL
 OV0217
 OV0217  NGVD 29 (06/08/92) 1675.379  (m)         5496.64   (f) ADJUSTED    1 2
 OV0217
 OV0217.Superseded values are not recommended for survey control.
 OV0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0217.See file dsdata.txt to determine how the superseded data were derived.
 OV0217
 OV0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH791841(NAD 83)
 OV0217_MARKER: I = METAL ROD
 OV0217_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0217+WITH SETTING: INFORMATION.
 OV0217_SP_SET: SHALLOW SET METAL ROD
 OV0217_STAMPING: D 331 1982
 OV0217_MARK LOGO: NGS   
 OV0217_PROJECTION: FLUSH
 OV0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0217_ROD/PIPE-DEPTH: 1.5  meters
 OV0217
 OV0217  HISTORY     - Date     Condition        Report By
 OV0217  HISTORY     - 1982     MONUMENTED       NGS
 OV0217
 OV0217                          STATION DESCRIPTION
 OV0217
 OV0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0217'35.2 KM (21.85 MI) EAST FROM SHOSHONI.
 OV0217'33.2 KM (20.6 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0217'WITH U. S. HIGHWAY 26 IN SHOSHONI, THENCE 2.0 KM (1.25 MI) NORTHEAST
 OV0217'ALONG MONETA LYSITE ROAD, 102.8 METERS (337.3 FT) NORTHWEST OF THE
 OV0217'CENTERLINE OF THE ROAD AND 2.2 METERS (7.2 FT) SOUTHWEST OF A UTILITY
 OV0217'POLE.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT
 OV0217'IS THROUGH A 5-INCH LOGO CAP.
 OV0217'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 OV0217'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0220 ***********************************************************************
 OV0220  DESIGNATION -  D 332
 OV0220  PID         -  OV0220
 OV0220  STATE/COUNTY-  WY/FREMONT
 OV0220  USGS QUAD   -  MONETA (1952)
 OV0220
 OV0220                         *CURRENT SURVEY CONTROL
 OV0220  ___________________________________________________________________
 OV0220* NAD 83(1986)-  43 13 28.     (N)    107 40 49.     (W)     SCALED    
 OV0220* NAVD 88     -      1678.186  (meters)    5505.85   (feet)  ADJUSTED  
 OV0220  ___________________________________________________________________
 OV0220  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 OV0220  DYNAMIC HT  -        1677.068 (meters)    5502.18  (feet)  COMP
 OV0220  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 OV0220
 OV0220  VERT ORDER  -  FIRST     CLASS II
 OV0220
 OV0220.The horizontal coordinates were scaled from a topographic map and have
 OV0220.an estimated accuracy of +/- 6 seconds.
 OV0220
 OV0220.The orthometric height was determined by differential leveling
 OV0220.and adjusted by the National Geodetic Survey in June 1991..
 OV0220
 OV0220.The geoid height was determined by GEOID03.
 OV0220
 OV0220.The dynamic height is computed by dividing the NAVD 88
 OV0220.geopotential number by the normal gravity value computed on the
 OV0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0220.degrees latitude (g = 980.6199 gals.).
 OV0220
 OV0220.The modeled gravity was interpolated from observed gravity values.
 OV0220
 OV0220;                    North         East    Units  Estimated Accuracy
 OV0220;SPC WYWC     -   303,140.      686,900.      MT  (+/- 180 meters Scaled)
 OV0220
 OV0220                          SUPERSEDED SURVEY CONTROL
 OV0220
 OV0220  NGVD 29 (06/08/92) 1677.156  (m)         5502.47   (f) ADJUSTED    1 2
 OV0220
 OV0220.Superseded values are not recommended for survey control.
 OV0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0220.See file dsdata.txt to determine how the superseded data were derived.
 OV0220
 OV0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH823892(NAD 83)
 OV0220_MARKER: I = METAL ROD
 OV0220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0220_SP_SET: STAINLESS STEEL ROD
 OV0220_STAMPING: D 332 1982
 OV0220_MARK LOGO: NGS   
 OV0220_PROJECTION: FLUSH
 OV0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0220_ROD/PIPE-DEPTH: 5.8  meters
 OV0220
 OV0220  HISTORY     - Date     Condition        Report By
 OV0220  HISTORY     - 1982     MONUMENTED       NGS
 OV0220
 OV0220                          STATION DESCRIPTION
 OV0220
 OV0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0220'41.1 KM (25.55 MI) EAST FROM SHOSHONI.
 OV0220'33.2 KM (20.6 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0220'WITH U. S. HIGHWAY 26 IN SHOSHONI, THENCE 7.9 KM (4.9 MI)
 OV0220'NORTHEASTERLY ALONG MONETA-LYSITE ROAD, 80.5 METERS (264.1 FT)
 OV0220'SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 1.5 METERS (4.9 FT)
 OV0220'NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 OV0220'THROUGH A 5-INCH LOGO GAP.
 OV0220'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 OV0220'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0299 ***********************************************************************
 PX0299  DESIGNATION -  D 333
 PX0299  PID         -  PX0299
 PX0299  STATE/COUNTY-  WY/BIG HORN
 PX0299  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0299
 PX0299                         *CURRENT SURVEY CONTROL
 PX0299  ___________________________________________________________________
 PX0299* NAD 83(1986)-  44 20 12.     (N)    108 03 00.     (W)     SCALED    
 PX0299* NAVD 88     -      1241.072  (meters)    4071.75   (feet)  ADJUSTED  
 PX0299  ___________________________________________________________________
 PX0299  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 PX0299  DYNAMIC HT  -        1240.533 (meters)    4069.98  (feet)  COMP
 PX0299  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 PX0299
 PX0299  VERT ORDER  -  FIRST     CLASS II
 PX0299
 PX0299.The horizontal coordinates were scaled from a topographic map and have
 PX0299.an estimated accuracy of +/- 6 seconds.
 PX0299
 PX0299.The orthometric height was determined by differential leveling
 PX0299.and adjusted by the National Geodetic Survey in June 1991..
 PX0299
 PX0299.The geoid height was determined by GEOID03.
 PX0299
 PX0299.The dynamic height is computed by dividing the NAVD 88
 PX0299.geopotential number by the normal gravity value computed on the
 PX0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0299.degrees latitude (g = 980.6199 gals.).
 PX0299
 PX0299.The modeled gravity was interpolated from observed gravity values.
 PX0299
 PX0299;                    North         East    Units  Estimated Accuracy
 PX0299;SPC WYEC     -   526,410.      342,850.      MT  (+/- 180 meters Scaled)
 PX0299
 PX0299                          SUPERSEDED SURVEY CONTROL
 PX0299
 PX0299  NGVD 29 (06/08/92) 1240.262  (m)         4069.09   (f) ADJUSTED    1 2
 PX0299
 PX0299.Superseded values are not recommended for survey control.
 PX0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0299.See file dsdata.txt to determine how the superseded data were derived.
 PX0299
 PX0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ351135(NAD 83)
 PX0299_MARKER: I = METAL ROD
 PX0299_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PX0299+WITH SETTING: INFORMATION.
 PX0299_SP_SET: SHALLOW SET METAL ROD
 PX0299_STAMPING: D 333 1982
 PX0299_MARK LOGO: NGS   
 PX0299_PROJECTION: FLUSH
 PX0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0299_ROD/PIPE-DEPTH: 1.5  meters
 PX0299
 PX0299  HISTORY     - Date     Condition        Report By
 PX0299  HISTORY     - 1982     MONUMENTED       NGS
 PX0299
 PX0299                          STATION DESCRIPTION
 PX0299
 PX0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0299'43.6 KM (27.1 MI) NORTH FROM WORLAND.
 PX0299'43.6 KM (27.1 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PX0299'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.4 KM (0.25
 PX0299'MI) SOUTH OF MILEPOST 193 AND 45.1 KM (148.0 FT) WEST OF THE
 PX0299'CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.
 PX0299'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0299'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 PX0299'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0254 ***********************************************************************
 OV0254  DESIGNATION -  D 334
 OV0254  PID         -  OV0254
 OV0254  STATE/COUNTY-  WY/NATRONA
 OV0254  USGS QUAD   -  HELLS HALF ACRE (1968)
 OV0254
 OV0254                         *CURRENT SURVEY CONTROL
 OV0254  ___________________________________________________________________
 OV0254* NAD 83(1986)-  43 02 42.     (N)    107 04 56.     (W)     SCALED    
 OV0254* NAVD 88     -      1830.163  (meters)    6004.46   (feet)  ADJUSTED  
 OV0254  ___________________________________________________________________
 OV0254  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 OV0254  DYNAMIC HT  -        1828.897 (meters)    6000.31  (feet)  COMP
 OV0254  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 OV0254
 OV0254  VERT ORDER  -  FIRST     CLASS II
 OV0254
 OV0254.The horizontal coordinates were scaled from a topographic map and have
 OV0254.an estimated accuracy of +/- 6 seconds.
 OV0254
 OV0254.The orthometric height was determined by differential leveling
 OV0254.and adjusted by the National Geodetic Survey in June 1991..
 OV0254
 OV0254.The geoid height was determined by GEOID03.
 OV0254
 OV0254.The dynamic height is computed by dividing the NAVD 88
 OV0254.geopotential number by the normal gravity value computed on the
 OV0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0254.degrees latitude (g = 980.6199 gals.).
 OV0254
 OV0254.The modeled gravity was interpolated from observed gravity values.
 OV0254
 OV0254;                    North         East    Units  Estimated Accuracy
 OV0254;SPC WYEC     -   382,680.      420,460.      MT  (+/- 180 meters Scaled)
 OV0254
 OV0254                          SUPERSEDED SURVEY CONTROL
 OV0254
 OV0254  NGVD 29 (06/08/92) 1829.146  (m)         6001.12   (f) ADJUSTED    1 2
 OV0254
 OV0254.Superseded values are not recommended for survey control.
 OV0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0254.See file dsdata.txt to determine how the superseded data were derived.
 OV0254
 OV0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH304679(NAD 83)
 OV0254_MARKER: I = METAL ROD
 OV0254_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0254+WITH SETTING: INFORMATION.
 OV0254_SP_SET: SHALLOW SET METAL ROD
 OV0254_STAMPING: D 334 1982
 OV0254_MARK LOGO: NGS   
 OV0254_PROJECTION: FLUSH
 OV0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0254_ROD/PIPE-DEPTH: 2.4  meters
 OV0254
 OV0254  HISTORY     - Date     Condition        Report By
 OV0254  HISTORY     - 1982     MONUMENTED       NGS
 OV0254
 OV0254                          STATION DESCRIPTION
 OV0254
 OV0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0254'9.8 KM (6.1 MI) EAST FROM WALTMAN.
 OV0254'9.8 KM (6.1 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OV0254'COUNTY ROADS 104 AND 212 IN WALTMAN, 1.0 KM (0.6 MI) SOUTHWEST OF THE
 OV0254'NORTHWEST ENTRANCE TO HELLS HALF ACRE AND 37.5 METERS (123.0 FT)
 OV0254'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED
 OV0254'AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0254'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OV0254'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0214 ***********************************************************************
 NR0214  DESIGNATION -  D 335
 NR0214  PID         -  NR0214
 NR0214  STATE/COUNTY-  WY/NATRONA
 NR0214  USGS QUAD   -  EMIGRANT GAP NW (1951)
 NR0214
 NR0214                         *CURRENT SURVEY CONTROL
 NR0214  ___________________________________________________________________
 NR0214* NAD 83(1986)-  42 57 32.     (N)    106 39 22.     (W)     SCALED    
 NR0214* NAVD 88     -      1667.107  (meters)    5469.50   (feet)  ADJUSTED  
 NR0214  ___________________________________________________________________
 NR0214  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NR0214  DYNAMIC HT  -        1666.059 (meters)    5466.06  (feet)  COMP
 NR0214  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 NR0214
 NR0214  VERT ORDER  -  FIRST     CLASS II
 NR0214
 NR0214.The horizontal coordinates were scaled from a topographic map and have
 NR0214.an estimated accuracy of +/- 6 seconds.
 NR0214
 NR0214.The orthometric height was determined by differential leveling
 NR0214.and adjusted by the National Geodetic Survey in June 1991..
 NR0214
 NR0214.The geoid height was determined by GEOID03.
 NR0214
 NR0214.The dynamic height is computed by dividing the NAVD 88
 NR0214.geopotential number by the normal gravity value computed on the
 NR0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0214.degrees latitude (g = 980.6199 gals.).
 NR0214
 NR0214.The modeled gravity was interpolated from observed gravity values.
 NR0214
 NR0214;                    North         East    Units  Estimated Accuracy
 NR0214;SPC WYEC     -   373,310.      455,260.      MT  (+/- 180 meters Scaled)
 NR0214
 NR0214                          SUPERSEDED SURVEY CONTROL
 NR0214
 NR0214  NGVD 29 (06/08/92) 1666.208  (m)         5466.55   (f) ADJUSTED    1 2
 NR0214
 NR0214.Superseded values are not recommended for survey control.
 NR0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0214.See file dsdata.txt to determine how the superseded data were derived.
 NR0214
 NR0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH649575(NAD 83)
 NR0214_MARKER: DB = BENCH MARK DISK
 NR0214_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0214_SP_SET: ABUTMENT
 NR0214_STAMPING: D 335 1982
 NR0214_MARK LOGO: NGS   
 NR0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0214+STABILITY: POSITION/ELEVATION WELL
 NR0214
 NR0214  HISTORY     - Date     Condition        Report By
 NR0214  HISTORY     - 1982     MONUMENTED       NGS
 NR0214
 NR0214                          STATION DESCRIPTION
 NR0214
 NR0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0214'28.3 KM (17.6 MI) NW FROM CASPER.
 NR0214'28.3 KM (17.6 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0214'JUNCTION WITH INTERSTATE HIGHWAY IN CASPER, IN TOP OF SOUTHWEST END OF
 NR0214'THE NORTHWEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE SOUTH
 NR0214'FORK OF CASPER CREEK, 6.4 METERS (21.0 FT) SOUTHWEST OF THE CENTERLINE
 NR0214'OF THE HIGHWAY AND 3.2 METERS (10.5 FT) SOUTHEAST OF THE NORTHWEST END
 NR0214'OF THE BRIDGE.
 NR0214'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0294 ***********************************************************************
 NR0294  DESIGNATION -  D 336
 NR0294  PID         -  NR0294
 NR0294  STATE/COUNTY-  WY/CARBON
 NR0294  USGS QUAD   -  SAVAGE PEAK (1981)
 NR0294
 NR0294                         *CURRENT SURVEY CONTROL
 NR0294  ___________________________________________________________________
 NR0294* NAD 83(1986)-  42 23 49.     (N)    107 22 14.     (W)     SCALED    
 NR0294* NAVD 88     -      1873.450  (meters)    6146.48   (feet)  ADJUSTED  
 NR0294  ___________________________________________________________________
 NR0294  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 NR0294  DYNAMIC HT  -        1872.074 (meters)    6141.96  (feet)  COMP
 NR0294  MODELED GRAV-     979,819.9   (mgal)                       NAVD 88
 NR0294
 NR0294  VERT ORDER  -  FIRST     CLASS II
 NR0294
 NR0294.The horizontal coordinates were scaled from a topographic map and have
 NR0294.an estimated accuracy of +/- 6 seconds.
 NR0294
 NR0294.The orthometric height was determined by differential leveling
 NR0294.and adjusted by the National Geodetic Survey in June 1991..
 NR0294
 NR0294.The geoid height was determined by GEOID03.
 NR0294
 NR0294.The dynamic height is computed by dividing the NAVD 88
 NR0294.geopotential number by the normal gravity value computed on the
 NR0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0294.degrees latitude (g = 980.6199 gals.).
 NR0294
 NR0294.The modeled gravity was interpolated from observed gravity values.
 NR0294
 NR0294;                    North         East    Units  Estimated Accuracy
 NR0294;SPC WYEC     -   310,670.      396,940.      MT  (+/- 180 meters Scaled)
 NR0294
 NR0294                          SUPERSEDED SURVEY CONTROL
 NR0294
 NR0294  NGVD 29 (06/08/92) 1872.424  (m)         6143.11   (f) ADJUSTED    1 2
 NR0294
 NR0294.Superseded values are not recommended for survey control.
 NR0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0294.See file dsdata.txt to determine how the superseded data were derived.
 NR0294
 NR0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG048965(NAD 83)
 NR0294_MARKER: I = METAL ROD
 NR0294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0294_SP_SET: STAINLESS STEEL ROD
 NR0294_STAMPING: D 336 1982
 NR0294_MARK LOGO: NGS   
 NR0294_PROJECTION: FLUSH
 NR0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0294_ROD/PIPE-DEPTH: 6.7  meters
 NR0294
 NR0294  HISTORY     - Date     Condition        Report By
 NR0294  HISTORY     - 1982     MONUMENTED       NGS
 NR0294
 NR0294                          STATION DESCRIPTION
 NR0294
 NR0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0294'7.4 KM (4.6 MI) NE FROM MUDDY GAP.
 NR0294'7.4 KM (4.6 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0294'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0294'0.1 KM (0.05 MI) SOUTHWEST OF MILEPOST 49, 29.6 METERS (97.1 FT)
 NR0294'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 7.3 METERS (24.0 FT)
 NR0294'NORTHEAST OF THE CENTER OF A TRACK ROAD LEADING NORTHWEST.  NOTE,
 NR0294'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0294'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0294'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0450 ***********************************************************************
 MP0450  DESIGNATION -  D 337
 MP0450  PID         -  MP0450
 MP0450  STATE/COUNTY-  WY/CARBON
 MP0450  USGS QUAD   -  RAWLINS PEAK (1983)
 MP0450
 MP0450                         *CURRENT SURVEY CONTROL
 MP0450  ___________________________________________________________________
 MP0450* NAD 83(1986)-  41 46 51.     (N)    107 15 22.     (W)     SCALED    
 MP0450* NAVD 88     -      2069.051  (meters)    6788.21   (feet)  ADJUSTED  
 MP0450  ___________________________________________________________________
 MP0450  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MP0450  DYNAMIC HT  -        2067.301 (meters)    6782.47  (feet)  COMP
 MP0450  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 MP0450
 MP0450  VERT ORDER  -  FIRST     CLASS II
 MP0450
 MP0450.The horizontal coordinates were scaled from a topographic map and have
 MP0450.an estimated accuracy of +/- 6 seconds.
 MP0450
 MP0450.The orthometric height was determined by differential leveling
 MP0450.and adjusted by the National Geodetic Survey in June 1991..
 MP0450
 MP0450.The geoid height was determined by GEOID03.
 MP0450
 MP0450.The dynamic height is computed by dividing the NAVD 88
 MP0450.geopotential number by the normal gravity value computed on the
 MP0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0450.degrees latitude (g = 980.6199 gals.).
 MP0450
 MP0450.The modeled gravity was interpolated from observed gravity values.
 MP0450
 MP0450;                    North         East    Units  Estimated Accuracy
 MP0450;SPC WYEC     -   242,240.      406,420.      MT  (+/- 180 meters Scaled)
 MP0450
 MP0450                          SUPERSEDED SURVEY CONTROL
 MP0450
 MP0450  NGVD 29 (06/08/92) 2067.902  (m)         6784.44   (f) ADJUSTED    1 2
 MP0450
 MP0450.Superseded values are not recommended for survey control.
 MP0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0450.See file dsdata.txt to determine how the superseded data were derived.
 MP0450
 MP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG125279(NAD 83)
 MP0450_MARKER: DB = BENCH MARK DISK
 MP0450_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MP0450_SP_SET: PIER
 MP0450_STAMPING: D 337 1982
 MP0450_MARK LOGO: NGS   
 MP0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0450+STABILITY: POSITION/ELEVATION WELL
 MP0450
 MP0450  HISTORY     - Date     Condition        Report By
 MP0450  HISTORY     - 1982     MONUMENTED       NGS
 MP0450
 MP0450                          STATION DESCRIPTION
 MP0450
 MP0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0450'1.7 KM (1.05 MI) WEST FROM RAWLINS.
 MP0450'1.7 KM (1.05 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0450'STATION IN RAWLINS, SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST
 MP0450'NORTHEASTERLY ONE OF THREE PIERS OF THE EAST BOUND OVERPASS OF
 MP0450'INTERSTATE HIGHWAY 80, 5.2 METERS (17.1 FT) NORTHEAST OF THE CENTER OF
 MP0450'THE HIGHWAY, AND 5.1 METERS (16.7 FT) SOUTHEAST OF THE NEAR RAIL.
 MP0450'THE MARK IS 1.4 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0267 ***********************************************************************
 NR0267  DESIGNATION -  D 338
 NR0267  PID         -  NR0267
 NR0267  STATE/COUNTY-  WY/NATRONA
 NR0267  USGS QUAD   -  BENTON BASIN (1984)
 NR0267
 NR0267                         *CURRENT SURVEY CONTROL
 NR0267  ___________________________________________________________________
 NR0267* NAD 83(1986)-  42 33 15.     (N)    106 47 27.     (W)     SCALED    
 NR0267* NAVD 88     -      1805.370  (meters)    5923.12   (feet)  ADJUSTED  
 NR0267  ___________________________________________________________________
 NR0267  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NR0267  DYNAMIC HT  -        1804.128 (meters)    5919.04  (feet)  COMP
 NR0267  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 NR0267
 NR0267  VERT ORDER  -  FIRST     CLASS II
 NR0267
 NR0267.The horizontal coordinates were scaled from a topographic map and have
 NR0267.an estimated accuracy of +/- 6 seconds.
 NR0267
 NR0267.The orthometric height was determined by differential leveling
 NR0267.and adjusted by the National Geodetic Survey in June 1991..
 NR0267
 NR0267.The geoid height was determined by GEOID03.
 NR0267
 NR0267.The dynamic height is computed by dividing the NAVD 88
 NR0267.geopotential number by the normal gravity value computed on the
 NR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0267.degrees latitude (g = 980.6199 gals.).
 NR0267
 NR0267.The modeled gravity was interpolated from observed gravity values.
 NR0267
 NR0267;                    North         East    Units  Estimated Accuracy
 NR0267;SPC WYEC     -   328,270.      444,550.      MT  (+/- 180 meters Scaled)
 NR0267
 NR0267                          SUPERSEDED SURVEY CONTROL
 NR0267
 NR0267  NGVD 29 (06/08/92) 1804.428  (m)         5920.03   (f) ADJUSTED    1 2
 NR0267
 NR0267.Superseded values are not recommended for survey control.
 NR0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0267.See file dsdata.txt to determine how the superseded data were derived.
 NR0267
 NR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH529128(NAD 83)
 NR0267_MARKER: DB = BENCH MARK DISK
 NR0267_SETTING: 66 = SET IN ROCK OUTCROP
 NR0267_SP_SET: ROCK OUTCROP
 NR0267_STAMPING: D 338 1982
 NR0267_MARK LOGO: NGS   
 NR0267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0267+STABILITY: POSITION/ELEVATION WELL
 NR0267
 NR0267  HISTORY     - Date     Condition        Report By
 NR0267  HISTORY     - 1982     MONUMENTED       NGS
 NR0267
 NR0267                          STATION DESCRIPTION
 NR0267
 NR0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0267'48.8 KM (30.3 MI) SW FROM CASPER.
 NR0267'48.8 KM (30.3 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0267'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.2 KM (0.1 MI) EAST OF
 NR0267'MILEPOST 83, IN THE CENTER OF A 11 BY 35 FT. EXPOSED AREA OF BEDROCK
 NR0267'IN A HIGHWAY CUT AND 15.5 METERS (50.9 FT) NORTH OF THE CENTERLINE OF
 NR0267'THE SOUTHWEST BOUND LANES OF THE HIGHWAY.
 NR0267'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 NR0267'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0707 ***********************************************************************
 PY0707  DESIGNATION -  D 339
 PY0707  PID         -  PY0707
 PY0707  STATE/COUNTY-  WY/TETON
 PY0707  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0707
 PY0707                         *CURRENT SURVEY CONTROL
 PY0707  ___________________________________________________________________
 PY0707* NAD 83(1986)-  44 38 47.     (N)    110 51 35.     (W)     SCALED    
 PY0707* NAVD 88     -      2083.956  (meters)    6837.11   (feet)  ADJUSTED  
 PY0707  ___________________________________________________________________
 PY0707  GEOID HEIGHT-          -8.78  (meters)                     GEOID03
 PY0707  DYNAMIC HT  -        2082.726 (meters)    6833.08  (feet)  COMP
 PY0707  MODELED GRAV-     979,952.8   (mgal)                       NAVD 88
 PY0707
 PY0707  VERT ORDER  -  FIRST     CLASS II
 PY0707
 PY0707.The horizontal coordinates were scaled from a topographic map and have
 PY0707.an estimated accuracy of +/- 6 seconds.
 PY0707
 PY0707.The orthometric height was determined by differential leveling
 PY0707.and adjusted by the National Geodetic Survey in June 1991..
 PY0707
 PY0707.The geoid height was determined by GEOID03.
 PY0707
 PY0707.The dynamic height is computed by dividing the NAVD 88
 PY0707.geopotential number by the normal gravity value computed on the
 PY0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0707.degrees latitude (g = 980.6199 gals.).
 PY0707
 PY0707.The modeled gravity was interpolated from observed gravity values.
 PY0707
 PY0707;                    North         East    Units  Estimated Accuracy
 PY0707;SPC WY W     -   560,860.      738,410.      MT  (+/- 180 meters Scaled)
 PY0707
 PY0707                          SUPERSEDED SURVEY CONTROL
 PY0707
 PY0707  NGVD 29 (08/20/92) 2082.674  (m)         6832.91   (f) ADJUSTED    1 2
 PY0707
 PY0707.Superseded values are not recommended for survey control.
 PY0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0707.See file dsdata.txt to determine how the superseded data were derived.
 PY0707
 PY0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ111436(NAD 83)
 PY0707_MARKER: I = METAL ROD
 PY0707_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0707_SP_SET: STAINLESS STEEL ROD
 PY0707_STAMPING: D 339 1983
 PY0707_MARK LOGO: NGS   
 PY0707_PROJECTION: FLUSH
 PY0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0707_ROD/PIPE-DEPTH: 30.5 meters
 PY0707
 PY0707  HISTORY     - Date     Condition        Report By
 PY0707  HISTORY     - 1983     MONUMENTED       NGS
 PY0707  HISTORY     - 1987     GOOD             NGS
 PY0707
 PY0707                          STATION DESCRIPTION
 PY0707
 PY0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0707'IN MADISON JUNCTION.
 PY0707'IN MADISON JUNCTION, AT THE JUNCTION OF MADISON JUNCTION-NORRIS
 PY0707'JUNCTION HIGHWAYS, 24.4 METERS (81.1 FT) NORTHEAST OF THE CENTERLINE
 PY0707'OF THE WEST BOUND LANES OF MADISON JUNCTION HIGHWAY, 13.3 METERS (43.6
 PY0707'FT) NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF NORRIS
 PY0707'JUNCTION HIGHWAY, AND 7.2 METERS (23.6 FT) WEST OF A SIGN (WEST
 PY0707'ENTRANCE).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PY0707'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 PY0707
 PY0707                          STATION RECOVERY (1987)
 PY0707
 PY0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0487 ***********************************************************************
 MP0487  DESIGNATION -  D 339 X
 MP0487  PID         -  MP0487
 MP0487  STATE/COUNTY-  WY/CARBON
 MP0487  USGS QUAD   -  HANNA (1982)
 MP0487
 MP0487                         *CURRENT SURVEY CONTROL
 MP0487  ___________________________________________________________________
 MP0487* NAD 83(1986)-  41 52 17.     (N)    106 31 33.     (W)     SCALED    
 MP0487* NAVD 88     -      2078.901  (meters)    6820.53   (feet)  ADJUSTED  
 MP0487  ___________________________________________________________________
 MP0487  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 MP0487  DYNAMIC HT  -        2077.028 (meters)    6814.38  (feet)  COMP
 MP0487  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 MP0487
 MP0487  VERT ORDER  -  FIRST     CLASS II
 MP0487
 MP0487.The horizontal coordinates were scaled from a topographic map and have
 MP0487.an estimated accuracy of +/- 6 seconds.
 MP0487
 MP0487.The orthometric height was determined by differential leveling
 MP0487.and adjusted by the National Geodetic Survey in June 1991..
 MP0487
 MP0487.The geoid height was determined by GEOID03.
 MP0487
 MP0487.The dynamic height is computed by dividing the NAVD 88
 MP0487.geopotential number by the normal gravity value computed on the
 MP0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0487.degrees latitude (g = 980.6199 gals.).
 MP0487
 MP0487.The modeled gravity was interpolated from observed gravity values.
 MP0487
 MP0487;                    North         East    Units  Estimated Accuracy
 MP0487;SPC WYEC     -   252,610.      467,030.      MT  (+/- 180 meters Scaled)
 MP0487
 MP0487                          SUPERSEDED SURVEY CONTROL
 MP0487
 MP0487  NGVD 29 (06/08/92) 2077.641  (m)         6816.39   (f) ADJUSTED    1 2
 MP0487
 MP0487.Superseded values are not recommended for survey control.
 MP0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0487.See file dsdata.txt to determine how the superseded data were derived.
 MP0487
 MP0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG733366(NAD 83)
 MP0487_MARKER: I = METAL ROD
 MP0487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0487_SP_SET: STAINLESS STEEL ROD
 MP0487_STAMPING: D 339 X 1983
 MP0487_MARK LOGO: NGS   
 MP0487_PROJECTION: FLUSH
 MP0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0487_ROD/PIPE-DEPTH: 5.8  meters
 MP0487
 MP0487  HISTORY     - Date     Condition        Report By
 MP0487  HISTORY     - 1983     MONUMENTED       NGS
 MP0487
 MP0487                          STATION DESCRIPTION
 MP0487
 MP0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0487'3.2 KM (2.0 MI) EAST FROM HANNA.
 MP0487'3.2 KM (2.0 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0487'STATION IN HANNA, 23.4 METERS (76.8 FT) SOUTHWEST OF THE SOUTHWEST
 MP0487'CORNER OF THE SOUTH CONCRETE BASE OF AN OVERHEAD SIGNAL, 19.2 METERS
 MP0487'(63.0 FT) SOUTH OF THE NEAR RAIL, AND 5.5 METERS (18.0 FT) WEST OF A
 MP0487'UTILITY POLE.  NOTE=THE DATUM POINT IS STAMPED D 339 1983.  ACCESS TO
 MP0487'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0487'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 MP0487'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0246 ***********************************************************************
 OU0246  DESIGNATION -  D 34
 OU0246  PID         -  OU0246
 OU0246  STATE/COUNTY-  WY/CAMPBELL
 OU0246  USGS QUAD   -  PINE TREE (1977)
 OU0246
 OU0246                         *CURRENT SURVEY CONTROL
 OU0246  ___________________________________________________________________
 OU0246* NAD 83(1986)-  43 35 55.     (N)    105 48 47.     (W)     SCALED    
 OU0246* NAVD 88     -      1663.475  (meters)    5457.58   (feet)  ADJUSTED  
 OU0246  ___________________________________________________________________
 OU0246  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 OU0246  DYNAMIC HT  -        1662.519 (meters)    5454.45  (feet)  COMP
 OU0246  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 OU0246  OBS GRAVITY -     979,985.5   (mgal)                       GRAV_OBS
 OU0246
 OU0246  VERT ORDER  -  FIRST     CLASS II
 OU0246
 OU0246.The horizontal coordinates were scaled from a topographic map and have
 OU0246.an estimated accuracy of +/- 6 seconds.
 OU0246
 OU0246.The orthometric height was determined by differential leveling
 OU0246.and adjusted by the National Geodetic Survey in June 1991..
 OU0246
 OU0246.The geoid height was determined by GEOID03.
 OU0246
 OU0246.The dynamic height is computed by dividing the NAVD 88
 OU0246.geopotential number by the normal gravity value computed on the
 OU0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0246.degrees latitude (g = 980.6199 gals.).
 OU0246
 OU0246.The modeled gravity was interpolated from observed gravity values.
 OU0246.The observed gravity was obtained from relative gravimeter ties
 OU0246.to the IGSN71 gravity network.
 OU0246
 OU0246;                    North         East    Units  Estimated Accuracy
 OU0246;SPC WY E     -   344,360.      147,810.      MT  (+/- 180 meters Scaled)
 OU0246
 OU0246                          SUPERSEDED SURVEY CONTROL
 OU0246
 OU0246  NGVD 29 (??/??/92) 1662.638  (m)         5454.84   (f) ADJ UNCH    1 2
 OU0246
 OU0246.Superseded values are not recommended for survey control.
 OU0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0246.See file dsdata.txt to determine how the superseded data were derived.
 OU0246
 OU0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ343276(NAD 83)
 OU0246_MARKER: DB = BENCH MARK DISK
 OU0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0246_STAMPING: D 34 1933
 OU0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0246+STABILITY: SURFACE MOTION
 OU0246
 OU0246  HISTORY     - Date     Condition        Report By
 OU0246  HISTORY     - 1933     MONUMENTED       CGS
 OU0246  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0246
 OU0246                          STATION DESCRIPTION
 OU0246
 OU0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0246'2.0 MI W FROM PINE TREE.
 OU0246'2.0 MILES WEST ALONG THE MIDWEST ROAD (OLD STATE HIGHWAY 316)
 OU0246'FROM THE POST OFFICE AND STORE AT PINE TREE, CAMPBELL COUNTY,
 OU0246'96 FEET WEST OF THE CENTER LINE OF THE NEW HIGHWAY, 85 FEET
 OU0246'SOUTH OF THE CENTER LINE OF A DETOUR ROAD THAT ENTERS THE NEW
 OU0246'HIGHWAY, 105 FEET SOUTH OF A GATE IN THE RIGHT-OF-WAY WIRE
 OU0246'FENCE, AND 4.5 FEET EAST OF THE WIRE FENCE.  A STANDARD DISK,
 OU0246'STAMPED D 34 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OU0246'6 INCHES ABOVE GROUND.
 OU0246
 OU0246                          STATION RECOVERY (1985)
 OU0246
 OU0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0246'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0593 ***********************************************************************
 MR0593  DESIGNATION -  D 340
 MR0593  PID         -  MR0593
 MR0593  STATE/COUNTY-  WY/UINTA
 MR0593  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0593
 MR0593                         *CURRENT SURVEY CONTROL
 MR0593  ___________________________________________________________________
 MR0593* NAD 83(1986)-  41 12 11.     (N)    110 45 54.     (W)     SCALED    
 MR0593* NAVD 88     -      2286.943  (meters)    7503.08   (feet)  ADJUSTED  
 MR0593  ___________________________________________________________________
 MR0593  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MR0593  DYNAMIC HT  -        2284.792 (meters)    7496.02  (feet)  COMP
 MR0593  MODELED GRAV-     979,600.6   (mgal)                       NAVD 88
 MR0593
 MR0593  VERT ORDER  -  FIRST     CLASS II
 MR0593
 MR0593.The horizontal coordinates were scaled from a topographic map and have
 MR0593.an estimated accuracy of +/- 6 seconds.
 MR0593
 MR0593.The orthometric height was determined by differential leveling
 MR0593.and adjusted by the National Geodetic Survey in June 1991..
 MR0593
 MR0593.The geoid height was determined by GEOID03.
 MR0593
 MR0593.The dynamic height is computed by dividing the NAVD 88
 MR0593.geopotential number by the normal gravity value computed on the
 MR0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0593.degrees latitude (g = 980.6199 gals.).
 MR0593
 MR0593.The modeled gravity was interpolated from observed gravity values.
 MR0593
 MR0593;                    North         East    Units  Estimated Accuracy
 MR0593;SPC WY W     -   178,290.      742,830.      MT  (+/- 180 meters Scaled)
 MR0593
 MR0593                          SUPERSEDED SURVEY CONTROL
 MR0593
 MR0593  NGVD 29 (06/08/92) 2285.611  (m)         7498.71   (f) ADJUSTED    1 2
 MR0593
 MR0593.Superseded values are not recommended for survey control.
 MR0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0593.See file dsdata.txt to determine how the superseded data were derived.
 MR0593
 MR0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL197613(NAD 83)
 MR0593_MARKER: I = METAL ROD
 MR0593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0593_SP_SET: STAINLESS STEEL ROD
 MR0593_STAMPING: D 340 1983
 MR0593_MARK LOGO: NGS   
 MR0593_PROJECTION: FLUSH
 MR0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0593_ROD/PIPE-DEPTH: 5.8  meters
 MR0593
 MR0593  HISTORY     - Date     Condition        Report By
 MR0593  HISTORY     - 1983     MONUMENTED       NGS
 MR0593
 MR0593                          STATION DESCRIPTION
 MR0593
 MR0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0593'3.6 KM (2.7 MI) NE FROM ALTAMONT.
 MR0593'2.4 KM (1.5 MI) NORTHEASTERLY ALONG A GRAVELED ROAD FROM THE UNION
 MR0593'PACIFIC RAILROAD STATION IN ALTAMONT, THENCE 1.2 KM (0.75 MI)
 MR0593'SOUTHEASTERLY ALONG A GRAVELED ROAD, 6.3 METERS (20.7 FT) NORTH OF THE
 MR0593'CENTER OF THE ROAD, AND 0.9 METER (3.0 FT) WEST OF A UTILITY POLE.
 MR0593'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MR0593'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MR0593'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0368 ***********************************************************************
 MQ0368  DESIGNATION -  D 341
 MQ0368  PID         -  MQ0368
 MQ0368  STATE/COUNTY-  WY/SWEETWATER
 MQ0368  USGS QUAD   -  THAYER JUNCTION (1978)
 MQ0368
 MQ0368                         *CURRENT SURVEY CONTROL
 MQ0368  ___________________________________________________________________
 MQ0368* NAD 83(1986)-  41 40 06.     (N)    108 57 10.     (W)     SCALED    
 MQ0368* NAVD 88     -      1950.868  (meters)    6400.47   (feet)  ADJUSTED  
 MQ0368  ___________________________________________________________________
 MQ0368  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MQ0368  DYNAMIC HT  -        1949.262 (meters)    6395.20  (feet)  COMP
 MQ0368  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 MQ0368
 MQ0368  VERT ORDER  -  FIRST     CLASS II
 MQ0368
 MQ0368.The horizontal coordinates were scaled from a topographic map and have
 MQ0368.an estimated accuracy of +/- 6 seconds.
 MQ0368
 MQ0368.The orthometric height was determined by differential leveling
 MQ0368.and adjusted by the National Geodetic Survey in June 1991..
 MQ0368
 MQ0368.The geoid height was determined by GEOID03.
 MQ0368
 MQ0368.The dynamic height is computed by dividing the NAVD 88
 MQ0368.geopotential number by the normal gravity value computed on the
 MQ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0368.degrees latitude (g = 980.6199 gals.).
 MQ0368
 MQ0368.The modeled gravity was interpolated from observed gravity values.
 MQ0368
 MQ0368;                    North         East    Units  Estimated Accuracy
 MQ0368;SPC WYWC     -   129,760.      583,110.      MT  (+/- 180 meters Scaled)
 MQ0368
 MQ0368                          SUPERSEDED SURVEY CONTROL
 MQ0368
 MQ0368  NGVD 29 (06/08/92) 1949.601  (m)         6396.32   (f) ADJUSTED    1 2
 MQ0368
 MQ0368.Superseded values are not recommended for survey control.
 MQ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0368.See file dsdata.txt to determine how the superseded data were derived.
 MQ0368
 MQ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM704149(NAD 83)
 MQ0368_MARKER: I = METAL ROD
 MQ0368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0368_SP_SET: STAINLESS STEEL ROD
 MQ0368_STAMPING: D 341 1983
 MQ0368_MARK LOGO: NGS   
 MQ0368_PROJECTION: FLUSH
 MQ0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0368_ROD/PIPE-DEPTH: 17.1 meters
 MQ0368
 MQ0368  HISTORY     - Date     Condition        Report By
 MQ0368  HISTORY     - 1983     MONUMENTED       NGS
 MQ0368
 MQ0368                          STATION DESCRIPTION
 MQ0368
 MQ0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0368'15.0 KM (9.3 MI) WEST FROM POINT OF ROCKS.
 MQ0368'15.0 KM (9.3 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0368'STATION IN POINT OF ROCKS, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 787,
 MQ0368'46.4 METERS (152.2 FT) EAST OF RAILROAD SIGNAL NUMBER 786.7, 19.3
 MQ0368'METERS (63.3 FT) NORTH OF THE NEAR RAIL, AND 1.0 METERS (3.3 FT) WEST
 MQ0368'OF A UTILITY POLE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5
 MQ0368'INCH LOGO CAP.
 MQ0368'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MQ0368'THE MARK IS 2.1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0446 ***********************************************************************
 MP0446  DESIGNATION -  D 342
 MP0446  PID         -  MP0446
 MP0446  STATE/COUNTY-  WY/CARBON
 MP0446  USGS QUAD   -  RAWLINS PEAK SW (1983)
 MP0446
 MP0446                         *CURRENT SURVEY CONTROL
 MP0446  ___________________________________________________________________
 MP0446* NAD 83(1986)-  41 45 00.     (N)    107 29 01.     (W)     SCALED    
 MP0446* NAVD 88     -      2040.922  (meters)    6695.92   (feet)  ADJUSTED  
 MP0446  ___________________________________________________________________
 MP0446  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 MP0446  DYNAMIC HT  -        2039.131 (meters)    6690.05  (feet)  COMP
 MP0446  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 MP0446
 MP0446  VERT ORDER  -  FIRST     CLASS II
 MP0446
 MP0446.The horizontal coordinates were scaled from a topographic map and have
 MP0446.an estimated accuracy of +/- 6 seconds.
 MP0446
 MP0446.The orthometric height was determined by differential leveling
 MP0446.and adjusted by the National Geodetic Survey in June 1991..
 MP0446
 MP0446.The geoid height was determined by GEOID03.
 MP0446
 MP0446.The dynamic height is computed by dividing the NAVD 88
 MP0446.geopotential number by the normal gravity value computed on the
 MP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0446.degrees latitude (g = 980.6199 gals.).
 MP0446
 MP0446.The modeled gravity was interpolated from observed gravity values.
 MP0446
 MP0446;                    North         East    Units  Estimated Accuracy
 MP0446;SPC WYEC     -   238,820.      387,500.      MT  (+/- 180 meters Scaled)
 MP0446
 MP0446                          SUPERSEDED SURVEY CONTROL
 MP0446
 MP0446  NGVD 29 (06/08/92) 2039.687  (m)         6691.87   (f) ADJUSTED    1 2
 MP0446
 MP0446.Superseded values are not recommended for survey control.
 MP0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0446.See file dsdata.txt to determine how the superseded data were derived.
 MP0446
 MP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG935250(NAD 83)
 MP0446_MARKER: I = METAL ROD
 MP0446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0446_SP_SET: STAINLESS STEEL ROD
 MP0446_STAMPING: D 342 1983
 MP0446_MARK LOGO: NGS   
 MP0446_PROJECTION: FLUSH
 MP0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0446_ROD/PIPE-DEPTH: 5.5  meters
 MP0446
 MP0446  HISTORY     - Date     Condition        Report By
 MP0446  HISTORY     - 1983     MONUMENTED       NGS
 MP0446
 MP0446                          STATION DESCRIPTION
 MP0446
 MP0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0446'5.8 KM (3.6 MI) EAST FROM RINER.
 MP0446'5.8 KM (3.6 MI) EASTERLY ALONG THE UNION PACIFIC RAILRAOD FROM THE
 MP0446'WATER TOWER AT RINER, 0.7 KM (0.45 MI) EAST OF MILEPOST 697, 90.5
 MP0446'METERS (296.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A 2 BY 7 FT
 MP0446'METAL BOX, 22.2 METERS (72.8 FT) NORTH OF THE NEAR RAIL, 16.2 METERS
 MP0446'(53.1 FT) WEST OF THE CENTER OF A TRACK ROAD, AND 2.3 METERS (7.5 FT)
 MP0446'WEST OF A UTILITY POLE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A
 MP0446'5-INCH LOGO CAP.
 MP0446'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MP0446'THE MARK IS 16 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0501 ***********************************************************************
 MP0501  DESIGNATION -  D 343
 MP0501  PID         -  MP0501
 MP0501  STATE/COUNTY-  WY/CARBON
 MP0501  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0501
 MP0501                         *CURRENT SURVEY CONTROL
 MP0501  ___________________________________________________________________
 MP0501* NAD 83(1986)-  41 50 57.     (N)    106 04 32.     (W)     SCALED    
 MP0501* NAVD 88     -      2050.533  (meters)    6727.46   (feet)  ADJUSTED  
 MP0501  ___________________________________________________________________
 MP0501  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 MP0501  DYNAMIC HT  -        2048.820 (meters)    6721.84  (feet)  COMP
 MP0501  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 MP0501
 MP0501  VERT ORDER  -  FIRST     CLASS II
 MP0501
 MP0501.The horizontal coordinates were scaled from a topographic map and have
 MP0501.an estimated accuracy of +/- 6 seconds.
 MP0501
 MP0501.The orthometric height was determined by differential leveling
 MP0501.and adjusted by the National Geodetic Survey in June 1991..
 MP0501
 MP0501.The geoid height was determined by GEOID03.
 MP0501
 MP0501.The dynamic height is computed by dividing the NAVD 88
 MP0501.geopotential number by the normal gravity value computed on the
 MP0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0501.degrees latitude (g = 980.6199 gals.).
 MP0501
 MP0501.The modeled gravity was interpolated from observed gravity values.
 MP0501
 MP0501;                    North         East    Units  Estimated Accuracy
 MP0501;SPC WYEC     -   250,590.      504,450.      MT  (+/- 180 meters Scaled)
 MP0501
 MP0501                          SUPERSEDED SURVEY CONTROL
 MP0501
 MP0501  NGVD 29 (06/08/92) 2049.409  (m)         6723.77   (f) ADJUSTED    1 2
 MP0501
 MP0501.Superseded values are not recommended for survey control.
 MP0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0501.See file dsdata.txt to determine how the superseded data were derived.
 MP0501
 MP0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG107335(NAD 83)
 MP0501_MARKER: I = METAL ROD
 MP0501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0501_SP_SET: STAINLESS STEEL ROD
 MP0501_STAMPING: D 343 1983
 MP0501_MARK LOGO: NGS   
 MP0501_PROJECTION: FLUSH
 MP0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0501_ROD/PIPE-DEPTH: 4.0  meters
 MP0501
 MP0501  HISTORY     - Date     Condition        Report By
 MP0501  HISTORY     - 1983     MONUMENTED       NGS
 MP0501
 MP0501                          STATION DESCRIPTION
 MP0501
 MP0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0501'11.7 KM (7.25 MI) NW FROM MEDICINE BOW.
 MP0501'11.7 KM (7.25 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0501'STATION IN MEDICINE BOW, 55.5 METERS (182.1 FT) NORTHEAST OF THE NEAR
 MP0501'RAIL, AND 5.8 METERS (19.0 FT) NORTHEAST OF A UTILITY POLE.
 MP0501'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0501'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 MP0501'THE MARK IS 4.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0947 ***********************************************************************
 MO0947  DESIGNATION -  D 344
 MO0947  PID         -  MO0947
 MO0947  STATE/COUNTY-  WY/LARAMIE
 MO0947  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0947
 MO0947                         *CURRENT SURVEY CONTROL
 MO0947  ___________________________________________________________________
 MO0947* NAD 83(1986)-  41 06 52.     (N)    104 51 36.     (W)     SCALED    
 MO0947* NAVD 88     -      1875.630  (meters)    6153.63   (feet)  ADJUSTED  
 MO0947  ___________________________________________________________________
 MO0947  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 MO0947  DYNAMIC HT  -        1873.988 (meters)    6148.24  (feet)  COMP
 MO0947  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 MO0947
 MO0947  VERT ORDER  -  FIRST     CLASS II
 MO0947
 MO0947.The horizontal coordinates were scaled from a topographic map and have
 MO0947.an estimated accuracy of +/- 6 seconds.
 MO0947
 MO0947.The orthometric height was determined by differential leveling
 MO0947.and adjusted by the National Geodetic Survey in June 1991..
 MO0947
 MO0947.The geoid height was determined by GEOID03.
 MO0947
 MO0947.The dynamic height is computed by dividing the NAVD 88
 MO0947.geopotential number by the normal gravity value computed on the
 MO0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0947.degrees latitude (g = 980.6199 gals.).
 MO0947
 MO0947.The modeled gravity was interpolated from observed gravity values.
 MO0947
 MO0947;                    North         East    Units  Estimated Accuracy
 MO0947;SPC WY E     -    68,280.      225,760.      MT  (+/- 180 meters Scaled)
 MO0947
 MO0947                          SUPERSEDED SURVEY CONTROL
 MO0947
 MO0947  NGVD 29 (06/08/92) 1874.605  (m)         6150.27   (f) ADJUSTED    1 2
 MO0947
 MO0947.Superseded values are not recommended for survey control.
 MO0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0947.See file dsdata.txt to determine how the superseded data were derived.
 MO0947
 MO0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF117514(NAD 83)
 MO0947_MARKER: DB = BENCH MARK DISK
 MO0947_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0947_SP_SET: PIER
 MO0947_STAMPING: D 344 1983
 MO0947_MARK LOGO: NGS   
 MO0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0947
 MO0947  HISTORY     - Date     Condition        Report By
 MO0947  HISTORY     - 1983     MONUMENTED       NGS
 MO0947
 MO0947                          STATION DESCRIPTION
 MO0947
 MO0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0947'5.9 KM (3.65 MI) WEST FROM CHEYENNE.
 MO0947'1.6 KM (1.0 MI) NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 MO0947'INTERSTATE HIGHWAY 80 IN CHEYENNE, THENCE 4.3 KM (2.65 MI) WESTERLY
 MO0947'ALONG THE UNION PACIFIC RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF
 MO0947'THE MOST WESTERLY 1 OF 3 COLUMNS OF THE CENTER 1 OF 3 PIERS OF THE THE
 MO0947'INTERSTATE HIGHWAY EAST BOUND LANE OVERPASS, AND 7.4 METERS (24.3 FT)
 MO0947'NORTH OF THE NEAR RAIL.
 MO0947'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0936 ***********************************************************************
 MO0936  DESIGNATION -  D 345
 MO0936  PID         -  MO0936
 MO0936  STATE/COUNTY-  WY/LARAMIE
 MO0936  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0936
 MO0936                         *CURRENT SURVEY CONTROL
 MO0936  ___________________________________________________________________
 MO0936* NAD 83(1986)-  41 00 54.     (N)    104 46 38.     (W)     SCALED    
 MO0936* NAVD 88     -      1908.216  (meters)    6260.54   (feet)  ADJUSTED  
 MO0936  ___________________________________________________________________
 MO0936  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 MO0936  DYNAMIC HT  -        1906.537 (meters)    6255.03  (feet)  COMP
 MO0936  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 MO0936
 MO0936  VERT ORDER  -  FIRST     CLASS II
 MO0936
 MO0936.The horizontal coordinates were scaled from a topographic map and have
 MO0936.an estimated accuracy of +/- 6 seconds.
 MO0936
 MO0936.The orthometric height was determined by differential leveling
 MO0936.and adjusted by the National Geodetic Survey in June 1991..
 MO0936
 MO0936.The geoid height was determined by GEOID03.
 MO0936
 MO0936.The dynamic height is computed by dividing the NAVD 88
 MO0936.geopotential number by the normal gravity value computed on the
 MO0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0936.degrees latitude (g = 980.6199 gals.).
 MO0936
 MO0936.The modeled gravity was interpolated from observed gravity values.
 MO0936
 MO0936;                    North         East    Units  Estimated Accuracy
 MO0936;SPC WY E     -    57,260.      232,760.      MT  (+/- 180 meters Scaled)
 MO0936
 MO0936                          SUPERSEDED SURVEY CONTROL
 MO0936
 MO0936  NGVD 29 (06/08/92) 1907.211  (m)         6257.24   (f) ADJUSTED    1 2
 MO0936
 MO0936.Superseded values are not recommended for survey control.
 MO0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0936.See file dsdata.txt to determine how the superseded data were derived.
 MO0936
 MO0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF187404(NAD 83)
 MO0936_MARKER: I = METAL ROD
 MO0936_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0936_SP_SET: STAINLESS STEEL ROD
 MO0936_STAMPING: D 345 1983
 MO0936_MARK LOGO: NGS   
 MO0936_PROJECTION: FLUSH
 MO0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0936_ROD/PIPE-DEPTH: 9.7  meters
 MO0936
 MO0936  HISTORY     - Date     Condition        Report By
 MO0936  HISTORY     - 1983     MONUMENTED       NGS
 MO0936
 MO0936                          STATION DESCRIPTION
 MO0936
 MO0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0936'11.8 KM (7.35 MI) SOUTH FROM CHEYENNE.
 MO0936'11.8 KM (7.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 MO0936'WITH INTERSTATE HIGHWAY 80 IN CHEYENNE, 0.8 KM (0.5 MI) SOUTH FROM A
 MO0936'POINT EAST OF TWO 200 FT HIGH RELAY TOWERS, 0.2 KM (0.1 MI) NORTH OF
 MO0936'MILEPOST 1, 28.8 METERS (94.5 FT) EAST OF THE CENTER OF THE HIGHWAY,
 MO0936'27.5 METERS (90.2 FT) SOUTHEAST OF THE SOUTH END OF A 24-INCH CONCRETE
 MO0936'CULVERT UNDER A DRIVEWAY, AND 0.6 METERS (2.0 FT) NORTH OF A T-FENCE.
 MO0936'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MO0936'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 MO0936'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0409 ***********************************************************************
 MQ0409  DESIGNATION -  D 346
 MQ0409  PID         -  MQ0409
 MQ0409  STATE/COUNTY-  WY/SWEETWATER
 MQ0409  USGS QUAD   -  HALFWAY HOLLOW EAST (1987)
 MQ0409
 MQ0409                         *CURRENT SURVEY CONTROL
 MQ0409  ___________________________________________________________________
 MQ0409* NAD 83(1986)-  41 22 28.     (N)    109 37 01.     (W)     SCALED    
 MQ0409* NAVD 88     -      1861.067  (meters)    6105.85   (feet)  ADJUSTED  
 MQ0409  ___________________________________________________________________
 MQ0409  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MQ0409  DYNAMIC HT  -        1859.438 (meters)    6100.51  (feet)  COMP
 MQ0409  MODELED GRAV-     979,682.9   (mgal)                       NAVD 88
 MQ0409
 MQ0409  VERT ORDER  -  FIRST     CLASS II
 MQ0409
 MQ0409.The horizontal coordinates were scaled from a topographic map and have
 MQ0409.an estimated accuracy of +/- 6 seconds.
 MQ0409
 MQ0409.The orthometric height was determined by differential leveling
 MQ0409.and adjusted by the National Geodetic Survey in June 1991..
 MQ0409
 MQ0409.The geoid height was determined by GEOID03.
 MQ0409
 MQ0409.The dynamic height is computed by dividing the NAVD 88
 MQ0409.geopotential number by the normal gravity value computed on the
 MQ0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0409.degrees latitude (g = 980.6199 gals.).
 MQ0409
 MQ0409.The modeled gravity was interpolated from observed gravity values.
 MQ0409
 MQ0409;                    North         East    Units  Estimated Accuracy
 MQ0409;SPC WYWC     -    97,470.      527,480.      MT  (+/- 180 meters Scaled)
 MQ0409
 MQ0409                          SUPERSEDED SURVEY CONTROL
 MQ0409
 MQ0409.No superseded survey control is available for this station.
 MQ0409
 MQ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL156812(NAD 83)
 MQ0409_MARKER: I = METAL ROD
 MQ0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0409_SP_SET: STAINLESS STEEL ROD
 MQ0409_STAMPING: D 346 1984
 MQ0409_MARK LOGO: NGS   
 MQ0409_PROJECTION: FLUSH
 MQ0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0409_ROD/PIPE-DEPTH: 3.4  meters
 MQ0409
 MQ0409  HISTORY     - Date     Condition        Report By
 MQ0409  HISTORY     - 1984     MONUMENTED       NGS
 MQ0409
 MQ0409                          STATION DESCRIPTION
 MQ0409
 MQ0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0409'23.1 KM (14.35 MI) SW FROM GREEN RIVER.
 MQ0409'23.1 KM (14.35 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0409'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0409'IN GREEN RIVER, 0.7 KM (0.45 MI) SOUTHWEST OF THE SOUTHWEST END OF A
 MQ0409'BRIDGE OVER BLACK FORK RIVER, AND 65.2 M (213.9 FT) NORTHWEST OF THE
 MQ0409'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 MQ0409'A 5-INCH LOGO CAP.
 MQ0409'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0409'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0401 ***********************************************************************
 MQ0401  DESIGNATION -  D 348
 MQ0401  PID         -  MQ0401
 MQ0401  STATE/COUNTY-  WY/SWEETWATER
 MQ0401  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0401
 MQ0401                         *CURRENT SURVEY CONTROL
 MQ0401  ___________________________________________________________________
 MQ0401* NAD 83(1986)-  41 25 22.     (N)    109 32 28.     (W)     SCALED    
 MQ0401* NAVD 88     -      2111.872  (meters)    6928.70   (feet)  ADJUSTED  
 MQ0401  ___________________________________________________________________
 MQ0401  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 MQ0401  DYNAMIC HT  -        2109.983 (meters)    6922.50  (feet)  COMP
 MQ0401  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 MQ0401
 MQ0401  VERT ORDER  -  FIRST     CLASS II
 MQ0401
 MQ0401.The horizontal coordinates were scaled from a topographic map and have
 MQ0401.an estimated accuracy of +/- 6 seconds.
 MQ0401
 MQ0401.The orthometric height was determined by differential leveling
 MQ0401.and adjusted by the National Geodetic Survey in June 1991..
 MQ0401
 MQ0401.The geoid height was determined by GEOID03.
 MQ0401
 MQ0401.The dynamic height is computed by dividing the NAVD 88
 MQ0401.geopotential number by the normal gravity value computed on the
 MQ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0401.degrees latitude (g = 980.6199 gals.).
 MQ0401
 MQ0401.The modeled gravity was interpolated from observed gravity values.
 MQ0401
 MQ0401;                    North         East    Units  Estimated Accuracy
 MQ0401;SPC WYWC     -   102,770.      533,870.      MT  (+/- 180 meters Scaled)
 MQ0401
 MQ0401                          SUPERSEDED SURVEY CONTROL
 MQ0401
 MQ0401.No superseded survey control is available for this station.
 MQ0401
 MQ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL219867(NAD 83)
 MQ0401_MARKER: I = METAL ROD
 MQ0401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0401_SP_SET: STAINLESS STEEL ROD
 MQ0401_STAMPING: D 348 1984
 MQ0401_MARK LOGO: NGS   
 MQ0401_PROJECTION: FLUSH
 MQ0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0401_ROD/PIPE-DEPTH: 3.1  meters
 MQ0401
 MQ0401  HISTORY     - Date     Condition        Report By
 MQ0401  HISTORY     - 1984     MONUMENTED       NGS
 MQ0401
 MQ0401                          STATION DESCRIPTION
 MQ0401
 MQ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0401'14.7 KM (9.15 MI) SW FROM GREEN RIVER.
 MQ0401'14.7 KM (9.15 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0401'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0401'IN GREEN RIVER, 0.3 KM (0.2 MI) SOUTHWEST OF A GRAVELED ROAD LEADING
 MQ0401'SOUTH TO LOST DOG, 61.3 M (201.1 FT) NORTHWEST OF THE CENTERLINE OF
 MQ0401'THE HIGHWAY, 26.8 M (87.9 FT) SOUTH OF THE CENTER OF A TRACK ROAD
 MQ0401'LEADING WEST, AND 9.8 M (32.2 FT) SOUTHEAST OF THE NORTHEAST END OF A
 MQ0401'WOODEN SNOW FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MQ0401'LOGO CAP.
 MQ0401'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MQ0401'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0252 ***********************************************************************
 PV0252  DESIGNATION -  D 35
 PV0252  PID         -  PV0252
 PV0252  STATE/COUNTY-  WY/CAMPBELL
 PV0252  USGS QUAD   -  GILLETTE WEST (1971)
 PV0252
 PV0252                         *CURRENT SURVEY CONTROL
 PV0252  ___________________________________________________________________
 PV0252* NAD 83(1986)-  44 15 26.     (N)    105 32 31.     (W)     SCALED    
 PV0252* NAVD 88     -      1395.980  (meters)    4579.98   (feet)  POSTED    
 PV0252  ___________________________________________________________________
 PV0252  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0252  DYNAMIC HT  -        1395.400 (meters)    4578.07  (feet)  COMP
 PV0252  MODELED GRAV-     980,150.9   (mgal)                       NAVD 88
 PV0252
 PV0252  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0252
 PV0252.The horizontal coordinates were scaled from a topographic map and have
 PV0252.an estimated accuracy of +/- 6 seconds.
 PV0252
 PV0252.The orthometric height was determined by differential leveling
 PV0252.and adjusted by the National Geodetic Survey in 1992..
 PV0252.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0252.rate of 0.0 thru 1.0 mm/km.
 PV0252
 PV0252.The geoid height was determined by GEOID03.
 PV0252
 PV0252.The dynamic height is computed by dividing the NAVD 88
 PV0252.geopotential number by the normal gravity value computed on the
 PV0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0252.degrees latitude (g = 980.6199 gals.).
 PV0252
 PV0252.The modeled gravity was interpolated from observed gravity values.
 PV0252
 PV0252;                    North         East    Units  Estimated Accuracy
 PV0252;SPC WY E     -   417,400.      170,030.      MT  (+/- 180 meters Scaled)
 PV0252
 PV0252                          SUPERSEDED SURVEY CONTROL
 PV0252
 PV0252  NGVD 29 (??/??/92) 1395.307  (m)         4577.77   (f) ADJ UNCH    1 2
 PV0252
 PV0252.Superseded values are not recommended for survey control.
 PV0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0252.See file dsdata.txt to determine how the superseded data were derived.
 PV0252
 PV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK567005(NAD 83)
 PV0252_MARKER: DB = BENCH MARK DISK
 PV0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0252_STAMPING: D 35 1933
 PV0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0252+STABILITY: SURFACE MOTION
 PV0252
 PV0252  HISTORY     - Date     Condition        Report By
 PV0252  HISTORY     - 1933     MONUMENTED       CGS
 PV0252  HISTORY     - 1971     GOOD             USGS
 PV0252  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0252
 PV0252                          STATION DESCRIPTION
 PV0252
 PV0252'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0252'4.1 MI SW FROM GILLETTE.
 PV0252'4.1 MILES SOUTHWEST, ALONG STATE SECONDARY 0300, FROM THE
 PV0252'BURLINGTON NORTHERN R. R. STATION IN GILLETTE, CAMPBELL COUNTY,
 PV0252'ABOUT 0.2 MILE SOUTHWEST OF THE BRIDGE CROSSING DONKEY CREEK,
 PV0252'ABOUT 310 FEET NORTHWEST OF THE CENTER OF A DRIVEWAY SOUTH,
 PV0252'IN AN OPEN FIELD.  A STANDARD DISK, STAMPED D-35 1933 AND SET
 PV0252'IN TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.1 FT. ABOVE
 PV0252'GROUND.  NOTE-- THIS B. M. HAS BEEN SCRAPED REPEATEDLY BY FARM
 PV0252'EQUIPMENT, THOUGH STILL IN FAIR CONDITION, MAY BE SUBJECT TO
 PV0252'FURTHER DESTRUCTION.
 PV0252
 PV0252                          STATION RECOVERY (1985)
 PV0252
 PV0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0252'NOT RECOVERED.  NEW HOUSING IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0373 ***********************************************************************
 PV0373  DESIGNATION -  D 353
 PV0373  PID         -  PV0373
 PV0373  STATE/COUNTY-  WY/CAMPBELL
 PV0373  USGS QUAD   -  ROCKY BUTTE (1972)
 PV0373
 PV0373                         *CURRENT SURVEY CONTROL
 PV0373  ___________________________________________________________________
 PV0373* NAD 83(1986)-  44 53 31.     (N)    105 22 32.     (W)     SCALED    
 PV0373* NAVD 88     -      1070.514  (meters)    3512.18   (feet)  ADJUSTED  
 PV0373  ___________________________________________________________________
 PV0373  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 PV0373  DYNAMIC HT  -        1070.190 (meters)    3511.11  (feet)  COMP
 PV0373  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 PV0373
 PV0373  VERT ORDER  -  FIRST     CLASS II
 PV0373
 PV0373.The horizontal coordinates were scaled from a topographic map and have
 PV0373.an estimated accuracy of +/- 6 seconds.
 PV0373
 PV0373.The orthometric height was determined by differential leveling
 PV0373.and adjusted by the National Geodetic Survey in June 1991..
 PV0373
 PV0373.The geoid height was determined by GEOID03.
 PV0373
 PV0373.The dynamic height is computed by dividing the NAVD 88
 PV0373.geopotential number by the normal gravity value computed on the
 PV0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0373.degrees latitude (g = 980.6199 gals.).
 PV0373
 PV0373.The modeled gravity was interpolated from observed gravity values.
 PV0373
 PV0373;                    North         East    Units  Estimated Accuracy
 PV0373;SPC WY E     -   487,880.      183,500.      MT  (+/- 180 meters Scaled)
 PV0373
 PV0373                          SUPERSEDED SURVEY CONTROL
 PV0373
 PV0373.No superseded survey control is available for this station.
 PV0373
 PV0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK703710(NAD 83)
 PV0373_MARKER: I = METAL ROD
 PV0373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0373_SP_SET: STAINLESS STEEL ROD
 PV0373_STAMPING: D 353 1985
 PV0373_MARK LOGO: NGS   
 PV0373_PROJECTION: FLUSH
 PV0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0373_ROD/PIPE-DEPTH: 4.7  meters
 PV0373
 PV0373  HISTORY     - Date     Condition        Report By
 PV0373  HISTORY     - 1985     MONUMENTED       NGS
 PV0373
 PV0373                          STATION DESCRIPTION
 PV0373
 PV0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0373'24.8 KM (15.4 MI) SOUTH FROM BIDDLE MONTANA.
 PV0373'24.85 KM (15.55 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0373'SCHOOL AT BIDDLE MONTANA, 5.7 KM (3.55 MI) NORTH OF THE LITTLE POWDER
 PV0373'RIVER SCHOOL, 0.75 KM (0.45 MI) SOUTH OF MILEPOST 163, 29.7 METERS
 PV0373'(97.5 FT) WEST OF THE HIGHWAY CENTERLINE, 4.4 METERS (14.5 FT) NORTH
 PV0373'OF THE NORTH GATE POST FOR A WIRE GATE, 3.5 METERS (11.5 FT) SOUTH OF
 PV0373'A POWER POLE AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.
 PV0373'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0373'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 PV0373'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0348 ***********************************************************************
 PV0348  DESIGNATION -  D 354
 PV0348  PID         -  PV0348
 PV0348  STATE/COUNTY-  WY/CAMPBELL
 PV0348  USGS QUAD   -  GILLETTE WEST (1971)
 PV0348
 PV0348                         *CURRENT SURVEY CONTROL
 PV0348  ___________________________________________________________________
 PV0348* NAD 83(1986)-  44 15 03.     (N)    105 32 54.     (W)     SCALED    
 PV0348* NAVD 88     -      1405.123  (meters)    4609.97   (feet)  ADJUSTED  
 PV0348  ___________________________________________________________________
 PV0348  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 PV0348  DYNAMIC HT  -        1404.534 (meters)    4608.04  (feet)  COMP
 PV0348  MODELED GRAV-     980,149.1   (mgal)                       NAVD 88
 PV0348
 PV0348  VERT ORDER  -  FIRST     CLASS II
 PV0348
 PV0348.The horizontal coordinates were scaled from a topographic map and have
 PV0348.an estimated accuracy of +/- 6 seconds.
 PV0348
 PV0348.The orthometric height was determined by differential leveling
 PV0348.and adjusted by the National Geodetic Survey in June 1991..
 PV0348
 PV0348.The geoid height was determined by GEOID03.
 PV0348
 PV0348.The dynamic height is computed by dividing the NAVD 88
 PV0348.geopotential number by the normal gravity value computed on the
 PV0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0348.degrees latitude (g = 980.6199 gals.).
 PV0348
 PV0348.The modeled gravity was interpolated from observed gravity values.
 PV0348
 PV0348;                    North         East    Units  Estimated Accuracy
 PV0348;SPC WY E     -   416,690.      169,520.      MT  (+/- 180 meters Scaled)
 PV0348
 PV0348                          SUPERSEDED SURVEY CONTROL
 PV0348
 PV0348.No superseded survey control is available for this station.
 PV0348
 PV0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ562998(NAD 83)
 PV0348_MARKER: I = METAL ROD
 PV0348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0348_SP_SET: STAINLESS STEEL ROD
 PV0348_STAMPING: D 354 1985
 PV0348_MARK LOGO: NGS   
 PV0348_PROJECTION: FLUSH
 PV0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0348_ROD/PIPE-DEPTH: 6.1  meters
 PV0348
 PV0348  HISTORY     - Date     Condition        Report By
 PV0348  HISTORY     - 1985     MONUMENTED       NGS
 PV0348
 PV0348                          STATION DESCRIPTION
 PV0348
 PV0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0348'5.5 KM (3.4 MI) SW FROM GILLETTE.
 PV0348'5.32 KM (3.4 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS IN
 PV0348'GILLETTE, THENCE 0.22 KM (0.14 MI) SOUTHWEST ALONG STATE HIGHWAY 50,
 PV0348'AT THE NORTHEAST ONE OF A TRIANGULAR SHAPED WOODEN BRACE IN THE RIGHT
 PV0348'OF WAY FENCE, 0.59 KM (0.37 MI) NORTHEAST OF MILEPOST 5, 22.4 METERS
 PV0348'(73.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 64.9 METERS (213 FT)
 PV0348'SOUTH OF THE SOUTHWEST DOUBLE GUY WIRED POWER POLE FOR A POWER LINE
 PV0348'CROSSING AND 0.3 METER (1 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 PV0348'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0348'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PV0348'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0298 ***********************************************************************
 OU0298  DESIGNATION -  D 355
 OU0298  PID         -  OU0298
 OU0298  STATE/COUNTY-  WY/CAMPBELL
 OU0298  USGS QUAD   -  WAGS PINNACLE (1984)
 OU0298
 OU0298                         *CURRENT SURVEY CONTROL
 OU0298  ___________________________________________________________________
 OU0298* NAD 83(1986)-  43 54 24.     (N)    105 45 52.     (W)     SCALED    
 OU0298* NAVD 88     -      1533.750  (meters)    5031.98   (feet)  ADJUSTED  
 OU0298  ___________________________________________________________________
 OU0298  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0298  DYNAMIC HT  -        1532.967 (meters)    5029.41  (feet)  COMP
 OU0298  MODELED GRAV-     980,054.3   (mgal)                       NAVD 88
 OU0298
 OU0298  VERT ORDER  -  FIRST     CLASS II
 OU0298
 OU0298.The horizontal coordinates were scaled from a topographic map and have
 OU0298.an estimated accuracy of +/- 6 seconds.
 OU0298
 OU0298.The orthometric height was determined by differential leveling
 OU0298.and adjusted by the National Geodetic Survey in June 1991..
 OU0298
 OU0298.The geoid height was determined by GEOID03.
 OU0298
 OU0298.The dynamic height is computed by dividing the NAVD 88
 OU0298.geopotential number by the normal gravity value computed on the
 OU0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0298.degrees latitude (g = 980.6199 gals.).
 OU0298
 OU0298.The modeled gravity was interpolated from observed gravity values.
 OU0298
 OU0298;                    North         East    Units  Estimated Accuracy
 OU0298;SPC WY E     -   378,550.      151,980.      MT  (+/- 180 meters Scaled)
 OU0298
 OU0298                          SUPERSEDED SURVEY CONTROL
 OU0298
 OU0298  NGVD 29 (06/08/92) 1532.959  (m)         5029.38   (f) ADJUSTED    1 2
 OU0298
 OU0298.Superseded values are not recommended for survey control.
 OU0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0298.See file dsdata.txt to determine how the superseded data were derived.
 OU0298
 OU0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ386617(NAD 83)
 OU0298_MARKER: I = METAL ROD
 OU0298_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0298_SP_SET: STAINLESS STEEL ROD
 OU0298_STAMPING: D 355 1985
 OU0298_MARK LOGO: NGS   
 OU0298_PROJECTION: FLUSH
 OU0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0298_ROD/PIPE-DEPTH: 6.4  meters
 OU0298
 OU0298  HISTORY     - Date     Condition        Report By
 OU0298  HISTORY     - 1985     MONUMENTED       NGS
 OU0298
 OU0298                          STATION DESCRIPTION
 OU0298
 OU0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0298'5.1 KM (3.15 MI) NORTH FROM SAVAGETON.
 OU0298'5.1 KM (3.15 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0298'SAVAGETON ROAD AT SAVAGETON, ON THE NORTHEAST EDGE OF A SHALLOW
 OU0298'HIGHWAY RUNOFF DITCH, 0.35 KM (0.22 MI) SOUTHWEST OF THE T JUNCTION OF
 OU0298'A DIRT ROAD LEADING WEST, 29.9 METERS (98 FT) SOUTHEAST OF THE HIGHWAY
 OU0298'CENTERLINE, 20.4 METERS (67 FT) EAST OF THE SOUTHEAST END OF A 18-INCH
 OU0298'PIPE CULVERT, 2.7 METERS (9 FT) NORTHEAST OF A BRACED ANGLE IRON POST
 OU0298'IN THE RIGHT OF WAY FENCE AND 0.3 METER (1 FT) NORTHWEST OF THE RIGHT
 OU0298'OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 OU0298'LOGO CAP.
 OU0298'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 OU0298'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0323 ***********************************************************************
 OU0323  DESIGNATION -  D 356
 OU0323  PID         -  OU0323
 OU0323  STATE/COUNTY-  WY/CAMPBELL
 OU0323  USGS QUAD   -  ARTESIAN DRAW (1954)
 OU0323
 OU0323                         *CURRENT SURVEY CONTROL
 OU0323  ___________________________________________________________________
 OU0323* NAD 83(1986)-  43 33 42.     (N)    105 55 55.     (W)     SCALED    
 OU0323* NAVD 88     -      1643.260  (meters)    5391.26   (feet)  ADJUSTED  
 OU0323  ___________________________________________________________________
 OU0323  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 OU0323  DYNAMIC HT  -        1642.306 (meters)    5388.13  (feet)  COMP
 OU0323  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 OU0323
 OU0323  VERT ORDER  -  FIRST     CLASS II
 OU0323
 OU0323.The horizontal coordinates were scaled from a topographic map and have
 OU0323.an estimated accuracy of +/- 6 seconds.
 OU0323
 OU0323.The orthometric height was determined by differential leveling
 OU0323.and adjusted by the National Geodetic Survey in June 1991..
 OU0323
 OU0323.The geoid height was determined by GEOID03.
 OU0323
 OU0323.The dynamic height is computed by dividing the NAVD 88
 OU0323.geopotential number by the normal gravity value computed on the
 OU0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0323.degrees latitude (g = 980.6199 gals.).
 OU0323
 OU0323.The modeled gravity was interpolated from observed gravity values.
 OU0323
 OU0323;                    North         East    Units  Estimated Accuracy
 OU0323;SPC WY E     -   340,340.      138,170.      MT  (+/- 180 meters Scaled)
 OU0323
 OU0323                          SUPERSEDED SURVEY CONTROL
 OU0323
 OU0323  NGVD 29 (06/08/92) 1642.410  (m)         5388.47   (f) ADJUSTED    1 2
 OU0323
 OU0323.Superseded values are not recommended for survey control.
 OU0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0323.See file dsdata.txt to determine how the superseded data were derived.
 OU0323
 OU0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ247236(NAD 83)
 OU0323_MARKER: I = METAL ROD
 OU0323_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0323+WITH SETTING: INFORMATION.
 OU0323_SP_SET: SHALLOW-SET METAL ROD
 OU0323_STAMPING: D 356 1985
 OU0323_MARK LOGO: NGS   
 OU0323_PROJECTION: FLUSH
 OU0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0323_ROD/PIPE-DEPTH: 2.6  meters
 OU0323
 OU0323  HISTORY     - Date     Condition        Report By
 OU0323  HISTORY     - 1985     MONUMENTED       NGS
 OU0323
 OU0323                          STATION DESCRIPTION
 OU0323
 OU0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0323'14.0 KM (8.7 MI) SW FROM PINE TREE JUNCTION.
 OU0323'13.99 KM (8.69 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM PINE TREE
 OU0323'JUNCTION, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A TRACK ROAD
 OU0323'LEADING NORTH, AT THE WEST END OF A CUT, 0.88 KM (0.55 MI) WEST OF THE
 OU0323'JUNCTION OF A GRAVEL ROAD LEADING NORTH AND SOUTH AT THE TOP OF A
 OU0323'SUMMIT, 0.82 KM (0.51 MI) WEST OF MILEPOST 124, 37.2 METERS (122 FT)
 OU0323'NORTH OF THE HIGHWAY CENTERLINE, 4.9 METERS (16 FT) EAST OF THE CENTER
 OU0323'OF THE ROAD, 2.6 METERS (8.5 FT) EAST OF THE EAST END OF A WIRE GATE
 OU0323'AND 0.3 METER (1 FT) SOUTH OF THE RIGHT OF WAY FENCE.  ROD SET TO 8.5
 OU0323'FEET ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OU0323'5-INCH LOGO CAP.
 OU0323'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 OU0323'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0398 ***********************************************************************
 PV0398  DESIGNATION -  D 357
 PV0398  PID         -  PV0398
 PV0398  STATE/COUNTY-  WY/CAMPBELL
 PV0398  USGS QUAD   -  GILLETTE EAST (1971)
 PV0398
 PV0398                         *CURRENT SURVEY CONTROL
 PV0398  ___________________________________________________________________
 PV0398* NAD 83(1993)-  44 22 07.54795(N)    105 28 50.74512(W)     ADJUSTED  
 PV0398* NAVD 88     -      1359.313  (meters)    4459.68   (feet)  ADJUSTED  
 PV0398  ___________________________________________________________________
 PV0398  X           -  -1,219,234.485 (meters)                     COMP
 PV0398  Y           -  -4,402,156.585 (meters)                     COMP
 PV0398  Z           -   4,438,415.022 (meters)                     COMP
 PV0398  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 PV0398  ELLIP HEIGHT-        1344.17  (meters)          (06/23/03) GPS OBS
 PV0398  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0398  DYNAMIC HT  -        1358.778 (meters)    4457.92  (feet)  COMP
 PV0398  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 PV0398
 PV0398  HORZ ORDER  -  A
 PV0398  VERT ORDER  -  FIRST     CLASS II
 PV0398  ELLP ORDER  -  THIRD     CLASS I
 PV0398
 PV0398.The horizontal coordinates were established by GPS observations
 PV0398.and adjusted by the National Geodetic Survey in June 2003..
 PV0398
 PV0398.The orthometric height was determined by differential leveling
 PV0398.and adjusted by the National Geodetic Survey in June 1991..
 PV0398.WARNING-GPS observations at this control monument resulted in a GPS
 PV0398.derived orthometric height which differed from the leveled height by
 PV0398.more than one decimeter (0.1 meter).
 PV0398
 PV0398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PV0398
 PV0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0398
 PV0398.The ellipsoidal height was determined by GPS observations
 PV0398.and is referenced to NAD 83.
 PV0398
 PV0398.The geoid height was determined by GEOID03.
 PV0398
 PV0398.The dynamic height is computed by dividing the NAVD 88
 PV0398.geopotential number by the normal gravity value computed on the
 PV0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0398.degrees latitude (g = 980.6199 gals.).
 PV0398
 PV0398.The modeled gravity was interpolated from observed gravity values.
 PV0398
 PV0398;                    North         East     Units Scale Factor Converg.
 PV0398;SPC WY E     -   429,770.190   174,965.686   MT  0.99994520   -0 13 10.7
 PV0398;UTM  13      - 4,912,944.277   461,694.817   MT  0.99961804   -0 20 10.3
 PV0398
 PV0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0398!SPC WY E     -   0.99978928  x   0.99994520  =   0.99973449
 PV0398!UTM  13      -   0.99978928  x   0.99961804  =   0.99940740
 PV0398
 PV0398                          SUPERSEDED SURVEY CONTROL
 PV0398
 PV0398.No superseded survey control is available for this station.
 PV0398
 PV0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK6169512944(NAD 83)
 PV0398_MARKER: I = METAL ROD
 PV0398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0398_SP_SET: STAINLESS STEEL ROD
 PV0398_STAMPING: D 357 1985
 PV0398_MARK LOGO: NGS   
 PV0398_PROJECTION: FLUSH
 PV0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0398+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 PV0398_ROD/PIPE-DEPTH: 6.7  meters
 PV0398
 PV0398  HISTORY     - Date     Condition        Report By
 PV0398  HISTORY     - 1985     MONUMENTED       NGS
 PV0398  HISTORY     - 20050607 GOOD             INDIV
 PV0398
 PV0398                          STATION DESCRIPTION
 PV0398
 PV0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0398'13.6 KM (8.45 MI) NORTH FROM GILLETTE.
 PV0398'13.61 KM (8.46 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0398'GILLETTE AVENUE AT GILLETTE, IN THE NORTHEAST CORNER OF THE T JUNCTION
 PV0398'OF A GRAVEL ROAD LEADING EAST, 1.55 KM (0.96 MI) NORTH OF THE T
 PV0398'JUNCTION OF LITTLE POWDER ROAD, 0.49 KM (0.30 MI) NORTH OF MILEPOST
 PV0398'121, 29.3 METERS (96 FT) EAST OF THE HIGHWAY CENTERLINE, 24.7 METERS
 PV0398'(81 FT) NORTH OF THE CENTER OF THE ROAD, 1.2 METERS (4 FT) SOUTH OF
 PV0398'THE T JUNCTION OF AN EAST-WEST FENCE  AND 0.3 METER (1 FT) WEST OF THE
 PV0398'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PV0398'5-INCH LOGO CAP.
 PV0398'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0398'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 PV0398
 PV0398                          STATION RECOVERY (2005)
 PV0398
 PV0398'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (AWE)
 PV0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0404 ***********************************************************************
 PV0404  DESIGNATION -  D 358
 PV0404  PID         -  PV0404
 PV0404  STATE/COUNTY-  WY/CAMPBELL
 PV0404  USGS QUAD   -  GILLETTE EAST (1971)
 PV0404
 PV0404                         *CURRENT SURVEY CONTROL
 PV0404  ___________________________________________________________________
 PV0404* NAD 83(1986)-  44 17 16.     (N)    105 26 55.     (W)     SCALED    
 PV0404* NAVD 88     -      1373.310  (meters)    4505.60   (feet)  ADJUSTED  
 PV0404  ___________________________________________________________________
 PV0404  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PV0404  DYNAMIC HT  -        1372.756 (meters)    4503.78  (feet)  COMP
 PV0404  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 PV0404
 PV0404  VERT ORDER  -  FIRST     CLASS II
 PV0404
 PV0404.The horizontal coordinates were scaled from a topographic map and have
 PV0404.an estimated accuracy of +/- 6 seconds.
 PV0404
 PV0404.The orthometric height was determined by differential leveling
 PV0404.and adjusted by the National Geodetic Survey in June 1991..
 PV0404
 PV0404.The geoid height was determined by GEOID03.
 PV0404
 PV0404.The dynamic height is computed by dividing the NAVD 88
 PV0404.geopotential number by the normal gravity value computed on the
 PV0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0404.degrees latitude (g = 980.6199 gals.).
 PV0404
 PV0404.The modeled gravity was interpolated from observed gravity values.
 PV0404
 PV0404;                    North         East    Units  Estimated Accuracy
 PV0404;SPC WY E     -   420,760.      177,500.      MT  (+/- 180 meters Scaled)
 PV0404
 PV0404                          SUPERSEDED SURVEY CONTROL
 PV0404
 PV0404.No superseded survey control is available for this station.
 PV0404
 PV0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK642039(NAD 83)
 PV0404_MARKER: I = METAL ROD
 PV0404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0404_SP_SET: STAINLESS STEEL ROD
 PV0404_STAMPING: D 358 1985
 PV0404_MARK LOGO: NGS   
 PV0404_PROJECTION: FLUSH
 PV0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0404_ROD/PIPE-DEPTH: 3.4  meters
 PV0404
 PV0404  HISTORY     - Date     Condition        Report By
 PV0404  HISTORY     - 1985     MONUMENTED       NGS
 PV0404
 PV0404                          STATION DESCRIPTION
 PV0404
 PV0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0404'4.5 KM (2.8 MI) EAST FROM GILLETTE.
 PV0404'4.50 KM (2.80 MI) EAST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0404'FROM THE JUNCTION OF GILLETTE AVENUE AT GILLETTE, IN THE SOUTHEAST
 PV0404'CORNER OF THE JUNCTION OF GARNER LAKE ROAD, 0.81 KM (0.50 MI) EAST OF
 PV0404'MILEPOST 128, 29.4 METERS (96.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 PV0404'73.5 METERS (241 FT) EAST OF THE CENTER OF THE ROAD, 0.6 METER (2 FT)
 PV0404'WEST OF A 5-FOOT TALL GILLETTE WATER DEPARTMENT REFERENCE PIPE MARK
 PV0404'280+20 AND 0.6 METER (2 FT) NORTH OF A RIGHT-OF-WAY FENCE.
 PV0404'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0404'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PV0404'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0298 ***********************************************************************
 OV0298  DESIGNATION -  D 360
 OV0298  PID         -  OV0298
 OV0298  STATE/COUNTY-  WY/NATRONA
 OV0298  USGS QUAD   -  SALT CREEK (1978)
 OV0298
 OV0298                         *CURRENT SURVEY CONTROL
 OV0298  ___________________________________________________________________
 OV0298* NAD 83(1986)-  43 20 04.     (N)    106 15 39.     (W)     SCALED    
 OV0298* NAVD 88     -      1563.932  (meters)    5131.00   (feet)  ADJUSTED  
 OV0298  ___________________________________________________________________
 OV0298  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 OV0298  DYNAMIC HT  -        1563.048 (meters)    5128.10  (feet)  COMP
 OV0298  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 OV0298
 OV0298  VERT ORDER  -  FIRST     CLASS II
 OV0298
 OV0298.The horizontal coordinates were scaled from a topographic map and have
 OV0298.an estimated accuracy of +/- 6 seconds.
 OV0298
 OV0298.The orthometric height was determined by differential leveling
 OV0298.and adjusted by the National Geodetic Survey in June 1991..
 OV0298
 OV0298.The geoid height was determined by GEOID03.
 OV0298
 OV0298.The dynamic height is computed by dividing the NAVD 88
 OV0298.geopotential number by the normal gravity value computed on the
 OV0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0298.degrees latitude (g = 980.6199 gals.).
 OV0298
 OV0298.The modeled gravity was interpolated from observed gravity values.
 OV0298
 OV0298;                    North         East    Units  Estimated Accuracy
 OV0298;SPC WYEC     -   415,370.      486,970.      MT  (+/- 180 meters Scaled)
 OV0298
 OV0298                          SUPERSEDED SURVEY CONTROL
 OV0298
 OV0298  NGVD 29 (06/08/92) 1563.112  (m)         5128.31   (f) ADJUSTED    1 2
 OV0298
 OV0298.Superseded values are not recommended for survey control.
 OV0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0298.See file dsdata.txt to determine how the superseded data were derived.
 OV0298
 OV0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH977987(NAD 83)
 OV0298_MARKER: I = METAL ROD
 OV0298_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0298+WITH SETTING: INFORMATION.
 OV0298_SP_SET: SHALLOW-SET METAL ROD
 OV0298_STAMPING: D 360 1985
 OV0298_MARK LOGO: NGS   
 OV0298_PROJECTION: FLUSH
 OV0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0298_ROD/PIPE-DEPTH: 2.7  meters
 OV0298
 OV0298  HISTORY     - Date     Condition        Report By
 OV0298  HISTORY     - 1985     MONUMENTED       NGS
 OV0298
 OV0298                          STATION DESCRIPTION
 OV0298
 OV0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0298'8.5 KM (5.3 MI) SOUTH FROM MIDWEST.
 OV0298'8.50 KM (5.28 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0298'STATE HIGHWAY 387 AT MIDWEST, AT THE TOP OF A SUMMIT, IN THE WEST
 OV0298'CORNER OF THE Y JUNCTION OF A DIRT ROAD LEADING SOUTHWEST, 45.1 METERS
 OV0298'(148 FT) WEST OF THE HIGHWAY CENTERLINE, 9.1 METERS (30 FT) NORTHWEST
 OV0298'OF THE CENTER OF THE ROAD, 61.0 METERS (200 FT) SOUTHWEST OF MILEPOST
 OV0298'23, 30.5 METERS (100 FT) NORTH-NORTHEAST OF THE NORTH EDGE OF AN IRON
 OV0298'PIPE CATTLE GUARD, 16.9 METERS (55.3 FT) SOUTH OF THE WEST POWER POLE
 OV0298'FOR A POWER LINE CROSSING AND 0.3 METER (1 FT) EAST OF THE RIGHT OF
 OV0298'WAY FENCE.  ROD SET TO 9 FOOT ANCHORED REFUSAL.
 OV0298'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OV0298'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0434 ***********************************************************************
 PV0434  DESIGNATION -  D 361
 PV0434  PID         -  PV0434
 PV0434  STATE/COUNTY-  WY/WESTON
 PV0434  USGS QUAD   -  UPTON WEST (1984)
 PV0434
 PV0434                         *CURRENT SURVEY CONTROL
 PV0434  ___________________________________________________________________
 PV0434* NAD 83(1986)-  44 07 08.     (N)    104 39 43.     (W)     SCALED    
 PV0434* NAVD 88     -      1302.025  (meters)    4271.73   (feet)  ADJUSTED  
 PV0434  ___________________________________________________________________
 PV0434  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 PV0434  DYNAMIC HT  -        1301.495 (meters)    4269.99  (feet)  COMP
 PV0434  MODELED GRAV-     980,165.7   (mgal)                       NAVD 88
 PV0434
 PV0434  VERT ORDER  -  FIRST     CLASS II
 PV0434
 PV0434.The horizontal coordinates were scaled from a topographic map and have
 PV0434.an estimated accuracy of +/- 6 seconds.
 PV0434
 PV0434.The orthometric height was determined by differential leveling
 PV0434.and adjusted by the National Geodetic Survey in June 1991..
 PV0434
 PV0434.The geoid height was determined by GEOID03.
 PV0434
 PV0434.The dynamic height is computed by dividing the NAVD 88
 PV0434.geopotential number by the normal gravity value computed on the
 PV0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0434.degrees latitude (g = 980.6199 gals.).
 PV0434
 PV0434.The modeled gravity was interpolated from observed gravity values.
 PV0434
 PV0434;                    North         East    Units  Estimated Accuracy
 PV0434;SPC WY E     -   402,080.      240,400.      MT  (+/- 180 meters Scaled)
 PV0434
 PV0434                          SUPERSEDED SURVEY CONTROL
 PV0434
 PV0434.No superseded survey control is available for this station.
 PV0434
 PV0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ270851(NAD 83)
 PV0434_MARKER: I = METAL ROD
 PV0434_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0434+WITH SETTING: INFORMATION.
 PV0434_SP_SET: SHALLOW-SET METAL ROD
 PV0434_STAMPING: D 361 1985
 PV0434_MARK LOGO: NGS   
 PV0434_PROJECTION: FLUSH
 PV0434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PV0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0434_ROD/PIPE-DEPTH: 1.2  meters
 PV0434
 PV0434  HISTORY     - Date     Condition        Report By
 PV0434  HISTORY     - 1985     MONUMENTED       NGS
 PV0434  HISTORY     - 19991025 GOOD             WYDT
 PV0434
 PV0434                          STATION DESCRIPTION
 PV0434
 PV0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0434'3.6 KM (2.25 MI) NW FROM UPTON.
 PV0434'3.6 KM (2.25 MI) NORTHWEST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0434'UPTON, AT A POWER LINE CROSSING, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST
 PV0434'18, 29.9 METERS (98 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 2.7
 PV0434'METERS (9 FT) SOUTHEAST OF THE SOUTHWEST POLE OF THE POWER LINE
 PV0434'CROSSING AND 0.3 METER (1 FT) NORTHEAST OF A RIGHT-OF-WAY FENCE.  ROD
 PV0434'SET TO 4-FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD
 PV0434'THROUGH A 5-INCH LOGO CAP.
 PV0434'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 PV0434'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PV0434
 PV0434                          STATION RECOVERY (1999)
 PV0434
 PV0434'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (RDR)
 PV0434'FOUND AS DESCRIBED WITH THIS CORRECTION- MILEPOSTS IN THE DESCRIPTION
 PV0434'IS IN THE 200 SERIES.  POINT AT HIGHWAY MILEPOST 217.7.  LATITUDE AND
 PV0434'LONGITUDE ARE FROM A HAND HELD GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0320 ***********************************************************************
 OV0320  DESIGNATION -  D 364
 OV0320  PID         -  OV0320
 OV0320  STATE/COUNTY-  WY/NATRONA
 OV0320  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0320
 OV0320                         *CURRENT SURVEY CONTROL
 OV0320  ___________________________________________________________________
 OV0320* NAD 83(1986)-  43 00 49.     (N)    106 19 59.     (W)     SCALED    
 OV0320* NAVD 88     -      1636.937  (meters)    5370.52   (feet)  ADJUSTED  
 OV0320  ___________________________________________________________________
 OV0320  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 OV0320  DYNAMIC HT  -        1635.920 (meters)    5367.18  (feet)  COMP
 OV0320  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 OV0320
 OV0320  VERT ORDER  -  FIRST     CLASS II
 OV0320
 OV0320.The horizontal coordinates were scaled from a topographic map and have
 OV0320.an estimated accuracy of +/- 6 seconds.
 OV0320
 OV0320.The orthometric height was determined by differential leveling
 OV0320.and adjusted by the National Geodetic Survey in June 1991..
 OV0320
 OV0320.The geoid height was determined by GEOID03.
 OV0320
 OV0320.The dynamic height is computed by dividing the NAVD 88
 OV0320.geopotential number by the normal gravity value computed on the
 OV0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0320.degrees latitude (g = 980.6199 gals.).
 OV0320
 OV0320.The modeled gravity was interpolated from observed gravity values.
 OV0320
 OV0320;                    North         East    Units  Estimated Accuracy
 OV0320;SPC WYEC     -   379,650.      481,540.      MT  (+/- 180 meters Scaled)
 OV0320
 OV0320                          SUPERSEDED SURVEY CONTROL
 OV0320
 OV0320  NGVD 29 (06/08/92) 1636.053  (m)         5367.62   (f) ADJUSTED    1 2
 OV0320
 OV0320.Superseded values are not recommended for survey control.
 OV0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0320.See file dsdata.txt to determine how the superseded data were derived.
 OV0320
 OV0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH913631(NAD 83)
 OV0320_MARKER: I = METAL ROD
 OV0320_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0320_SP_SET: STAINLESS STEEL ROD
 OV0320_STAMPING: D 364 1985
 OV0320_MARK LOGO: NGS   
 OV0320_PROJECTION: FLUSH
 OV0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0320_ROD/PIPE-DEPTH: 4.3  meters
 OV0320
 OV0320  HISTORY     - Date     Condition        Report By
 OV0320  HISTORY     - 1985     MONUMENTED       NGS
 OV0320
 OV0320                          STATION DESCRIPTION
 OV0320
 OV0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0320'18.9 KM (11.75 MI) NORTH FROM CASPER.
 OV0320'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 OV0320'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 OV0320'12.99 KM (8.07 MI) NORTH ALONG THE I 25 SERVICE ROAD, IN THE CENTER OF
 OV0320'A DOUBLE WOODEN POST BRACE AT THE NORTH END OF A WIRE GATE IN THE
 OV0320'RIGHT OF WAY FENCE, 45.0 METERS (147.5 FT) EAST OF THE CENTER OF THE
 OV0320'ROAD AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.
 OV0320'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OV0320'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OV0320'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0976 ***********************************************************************
 PY0976  DESIGNATION -  D 365
 PY0976  PID         -  PY0976
 PY0976  STATE/COUNTY-  WY/PARK
 PY0976  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0976
 PY0976                         *CURRENT SURVEY CONTROL
 PY0976  ___________________________________________________________________
 PY0976* NAD 83(1986)-  44 43 36.     (N)    110 41 44.     (W)     SCALED    
 PY0976* NAVD 88     -      2295.069  (meters)    7529.74   (feet)  ADJUSTED  
 PY0976  ___________________________________________________________________
 PY0976  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0976  DYNAMIC HT  -        2293.666 (meters)    7525.14  (feet)  COMP
 PY0976  MODELED GRAV-     979,923.0   (mgal)                       NAVD 88
 PY0976
 PY0976  VERT ORDER  -  FIRST     CLASS II
 PY0976
 PY0976.The horizontal coordinates were scaled from a topographic map and have
 PY0976.an estimated accuracy of +/- 6 seconds.
 PY0976
 PY0976.The orthometric height was determined by differential leveling
 PY0976.and adjusted by the National Geodetic Survey in June 1991..
 PY0976
 PY0976.The geoid height was determined by GEOID03.
 PY0976
 PY0976.The dynamic height is computed by dividing the NAVD 88
 PY0976.geopotential number by the normal gravity value computed on the
 PY0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0976.degrees latitude (g = 980.6199 gals.).
 PY0976
 PY0976.The modeled gravity was interpolated from observed gravity values.
 PY0976
 PY0976;                    North         East    Units  Estimated Accuracy
 PY0976;SPC WYWC     -   471,330.      445,880.      MT  (+/- 180 meters Scaled)
 PY0976
 PY0976                          SUPERSEDED SURVEY CONTROL
 PY0976
 PY0976  NGVD 29 (08/20/92) 2293.747  (m)         7525.40   (f) ADJUSTED    1 2
 PY0976
 PY0976.Superseded values are not recommended for survey control.
 PY0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0976.See file dsdata.txt to determine how the superseded data were derived.
 PY0976
 PY0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ241526(NAD 83)
 PY0976_MARKER: I = METAL ROD
 PY0976_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY0976+WITH SETTING: INFORMATION.
 PY0976_SP_SET: SHALLOW-SET METAL ROD
 PY0976_STAMPING: D 365 1987
 PY0976_MARK LOGO: NGS   
 PY0976_PROJECTION: FLUSH
 PY0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0976_ROD/PIPE-DEPTH: 1.7  meters
 PY0976
 PY0976  HISTORY     - Date     Condition        Report By
 PY0976  HISTORY     - 1987     MONUMENTED       NGS
 PY0976
 PY0976                          STATION DESCRIPTION
 PY0976
 PY0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0976'IN NORRIS JUNCTION.
 PY0976'IN NORRIS JUNCTION, AT THE INTERSECTION OF NORRIS JUNCTION-MADISON
 PY0976'JUNCTION HIGHWAY AND NORRIS JUNCTION-CANYON VILLAGE HIGHWAY IN NORRIS
 PY0976'JUNCTION, 30.2 M (99.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 PY0976'LANES OF THE HIGHWAY, AND 30.1 M (98.8 FT) SOUTH OF THE CENTERLINE OF
 PY0976'THE EASTBOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS
 PY0976'HAD THROUGH A 5-INCH LOGO CAP.
 PY0976'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0983 ***********************************************************************
 PY0983  DESIGNATION -  D 366
 PY0983  PID         -  PY0983
 PY0983  STATE/COUNTY-  WY/PARK
 PY0983  USGS QUAD   -  TOWER JUNCTION (1986)
 PY0983
 PY0983                         *CURRENT SURVEY CONTROL
 PY0983  ___________________________________________________________________
 PY0983* NAD 83(1986)-  44 52 59.     (N)    110 22 58.     (W)     SCALED    
 PY0983* NAVD 88     -      2029.015  (meters)    6656.86   (feet)  ADJUSTED  
 PY0983  ___________________________________________________________________
 PY0983  GEOID HEIGHT-          -8.43  (meters)                     GEOID03
 PY0983  DYNAMIC HT  -        2027.858 (meters)    6653.06  (feet)  COMP
 PY0983  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 PY0983
 PY0983  VERT ORDER  -  FIRST     CLASS II
 PY0983
 PY0983.The horizontal coordinates were scaled from a topographic map and have
 PY0983.an estimated accuracy of +/- 6 seconds.
 PY0983
 PY0983.The orthometric height was determined by differential leveling
 PY0983.and adjusted by the National Geodetic Survey in June 1991..
 PY0983
 PY0983.The geoid height was determined by GEOID03.
 PY0983
 PY0983.The dynamic height is computed by dividing the NAVD 88
 PY0983.geopotential number by the normal gravity value computed on the
 PY0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0983.degrees latitude (g = 980.6199 gals.).
 PY0983
 PY0983.The modeled gravity was interpolated from observed gravity values.
 PY0983
 PY0983;                    North         East    Units  Estimated Accuracy
 PY0983;SPC WYWC     -   488,170.      471,010.      MT  (+/- 180 meters Scaled)
 PY0983
 PY0983                          SUPERSEDED SURVEY CONTROL
 PY0983
 PY0983  NGVD 29 (08/20/92) 2027.724  (m)         6652.62   (f) ADJUSTED    1 2
 PY0983
 PY0983.Superseded values are not recommended for survey control.
 PY0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0983.See file dsdata.txt to determine how the superseded data were derived.
 PY0983
 PY0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ487701(NAD 83)
 PY0983_MARKER: DB = BENCH MARK DISK
 PY0983_SETTING: 66 = SET IN ROCK OUTCROP
 PY0983_SP_SET: BEDROCK
 PY0983_STAMPING: D 366 1987
 PY0983_MARK LOGO: NGS   
 PY0983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0983+STABILITY: POSITION/ELEVATION WELL
 PY0983
 PY0983  HISTORY     - Date     Condition        Report By
 PY0983  HISTORY     - 1987     MONUMENTED       NGS
 PY0983
 PY0983                          STATION DESCRIPTION
 PY0983
 PY0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0983'5.2 KM (3.25 MI) SOUTH FROM TOWER JUNCTION.
 PY0983'5.2 KM (3.25 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0983'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE NORTH END
 PY0983'OF A 2 BY 4 FOOT ROCK LEDGE AT THE BASE OF A VERTICAL OUTCROP, 20.2 M
 PY0983'(66.3 FT) NORTH OF THE SOUTH END OF A CLIFF, 5.5 M (18.0 FT) WEST OF
 PY0983'THE CENTERLINE OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTH OF THE NORTH
 PY0983'EDGE OF A LEDGE.
 PY0983'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0972 ***********************************************************************
 PY0972  DESIGNATION -  D 367
 PY0972  PID         -  PY0972
 PY0972  STATE/COUNTY-  WY/PARK
 PY0972  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0972
 PY0972                         *CURRENT SURVEY CONTROL
 PY0972  ___________________________________________________________________
 PY0972* NAD 83(1986)-  44 44 10.     (N)    110 30 01.     (W)     SCALED    
 PY0972* NAVD 88     -      2404.913  (meters)    7890.12   (feet)  ADJUSTED  
 PY0972  ___________________________________________________________________
 PY0972  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 PY0972  DYNAMIC HT  -        2403.368 (meters)    7885.05  (feet)  COMP
 PY0972  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 PY0972
 PY0972  VERT ORDER  -  FIRST     CLASS II
 PY0972
 PY0972.The horizontal coordinates were scaled from a topographic map and have
 PY0972.an estimated accuracy of +/- 6 seconds.
 PY0972
 PY0972.The orthometric height was determined by differential leveling
 PY0972.and adjusted by the National Geodetic Survey in June 1991..
 PY0972
 PY0972.The geoid height was determined by GEOID03.
 PY0972
 PY0972.The dynamic height is computed by dividing the NAVD 88
 PY0972.geopotential number by the normal gravity value computed on the
 PY0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0972.degrees latitude (g = 980.6199 gals.).
 PY0972
 PY0972.The modeled gravity was interpolated from observed gravity values.
 PY0972
 PY0972;                    North         East    Units  Estimated Accuracy
 PY0972;SPC WYWC     -   472,030.      461,370.      MT  (+/- 180 meters Scaled)
 PY0972
 PY0972                          SUPERSEDED SURVEY CONTROL
 PY0972
 PY0972  NGVD 29 (08/20/92) 2403.535  (m)         7885.60   (f) ADJUSTED    1 2
 PY0972
 PY0972.Superseded values are not recommended for survey control.
 PY0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0972.See file dsdata.txt to determine how the superseded data were derived.
 PY0972
 PY0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ395537(NAD 83)
 PY0972_MARKER: I = METAL ROD
 PY0972_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0972_SP_SET: STAINLESS STEEL ROD
 PY0972_STAMPING: D 367 1987
 PY0972_MARK LOGO: NGS   
 PY0972_PROJECTION: FLUSH
 PY0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0972_ROD/PIPE-DEPTH: 4.0  meters
 PY0972
 PY0972  HISTORY     - Date     Condition        Report By
 PY0972  HISTORY     - 1987     MONUMENTED       NGS
 PY0972  HISTORY     - 1988     GOOD             USGS
 PY0972
 PY0972                          STATION DESCRIPTION
 PY0972
 PY0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0972'0.4 KM (0.25 MI) WEST FROM CANYON VILLAGE.
 PY0972'0.4 KM (0.25 MI) WESTERLY ALONG NORRIS JUNCTION HIGHWAY FROM THE
 PY0972'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, 32.1 M (105.3 FT) WEST
 PY0972'OF THE CENTER OF A SERVICE ROAD, AND 17.5 M (57.4 FT) NORTH OF THE
 PY0972'CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 PY0972'THROUGH A 5-INCH LOGO CAP.
 PY0972'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PY0972
 PY0972                          STATION RECOVERY (1988)
 PY0972
 PY0972'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0938 ***********************************************************************
 PY0938  DESIGNATION -  D 368
 PY0938  PID         -  PY0938
 PY0938  STATE/COUNTY-  WY/TETON
 PY0938  USGS QUAD   -  BEACH LAKE (1986)
 PY0938
 PY0938                         *CURRENT SURVEY CONTROL
 PY0938  ___________________________________________________________________
 PY0938* NAD 83(1986)-  44 30 31.     (N)    110 30 32.     (W)     SCALED    
 PY0938* NAVD 88     -      2580.003  (meters)    8464.56   (feet)  ADJUSTED  
 PY0938  ___________________________________________________________________
 PY0938  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 PY0938  DYNAMIC HT  -        2578.225 (meters)    8458.73  (feet)  COMP
 PY0938  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 PY0938
 PY0938  VERT ORDER  -  FIRST     CLASS II
 PY0938
 PY0938.The horizontal coordinates were scaled from a topographic map and have
 PY0938.an estimated accuracy of +/- 6 seconds.
 PY0938
 PY0938.The orthometric height was determined by differential leveling
 PY0938.and adjusted by the National Geodetic Survey in June 1991..
 PY0938
 PY0938.The geoid height was determined by GEOID03.
 PY0938
 PY0938.The dynamic height is computed by dividing the NAVD 88
 PY0938.geopotential number by the normal gravity value computed on the
 PY0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0938.degrees latitude (g = 980.6199 gals.).
 PY0938
 PY0938.The modeled gravity was interpolated from observed gravity values.
 PY0938
 PY0938;                    North         East    Units  Estimated Accuracy
 PY0938;SPC WY W     -   545,350.      766,160.      MT  (+/- 180 meters Scaled)
 PY0938
 PY0938                          SUPERSEDED SURVEY CONTROL
 PY0938
 PY0938  NGVD 29 (08/20/92) 2578.583  (m)         8459.90   (f) ADJUSTED    1 2
 PY0938
 PY0938.Superseded values are not recommended for survey control.
 PY0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0938.See file dsdata.txt to determine how the superseded data were derived.
 PY0938
 PY0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ390284(NAD 83)
 PY0938_MARKER: I = METAL ROD
 PY0938_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0938_SP_SET: STAINLESS STEEL ROD
 PY0938_STAMPING: D 368 1987
 PY0938_MARK LOGO: NGS   
 PY0938_PROJECTION: FLUSH
 PY0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0938_ROD/PIPE-DEPTH: 7.3  meters
 PY0938
 PY0938  HISTORY     - Date     Condition        Report By
 PY0938  HISTORY     - 1987     MONUMENTED       NGS
 PY0938
 PY0938                          STATION DESCRIPTION
 PY0938
 PY0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0938'10.4 KM (6.45 MI) SW FROM LAKE VILLAGE.
 PY0938'3.2 KM (2.00 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE
 PY0938'JUNCTION OF THE LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, THENCE
 PY0938'7.2 KM (4.45 MI) SOUTHWESTERLY ALONG A SERVICE ROAD (OLD HIGHWAY),
 PY0938'6.5 M (21.3 FT) NORTHEAST OF A UTILITY POLE, AND 4.0 M (13.1 FT)
 PY0938'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM
 PY0938'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0938'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0815 ***********************************************************************
 PY0815  DESIGNATION -  D 369
 PY0815  PID         -  PY0815
 PY0815  STATE/COUNTY-  WY/TETON
 PY0815  USGS QUAD   -  LEWIS FALLS (1986)
 PY0815
 PY0815                         *CURRENT SURVEY CONTROL
 PY0815  ___________________________________________________________________
 PY0815* NAD 83(1986)-  44 15 36.     (N)    110 38 24.     (W)     SCALED    
 PY0815* NAVD 88     -      2356.231  (meters)    7730.40   (feet)  ADJUSTED  
 PY0815  ___________________________________________________________________
 PY0815  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0815  DYNAMIC HT  -        2354.640 (meters)    7725.18  (feet)  COMP
 PY0815  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 PY0815
 PY0815  VERT ORDER  -  FIRST     CLASS II
 PY0815
 PY0815.The horizontal coordinates were scaled from a topographic map and have
 PY0815.an estimated accuracy of +/- 6 seconds.
 PY0815
 PY0815.The orthometric height was determined by differential leveling
 PY0815.and adjusted by the National Geodetic Survey in June 1991..
 PY0815
 PY0815.The geoid height was determined by GEOID03.
 PY0815
 PY0815.The dynamic height is computed by dividing the NAVD 88
 PY0815.geopotential number by the normal gravity value computed on the
 PY0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0815.degrees latitude (g = 980.6199 gals.).
 PY0815
 PY0815.The modeled gravity was interpolated from observed gravity values.
 PY0815
 PY0815;                    North         East    Units  Estimated Accuracy
 PY0815;SPC WY W     -   517,790.      755,550.      MT  (+/- 180 meters Scaled)
 PY0815
 PY0815                          SUPERSEDED SURVEY CONTROL
 PY0815
 PY0815  NGVD 29 (08/20/92) 2354.863  (m)         7725.91   (f) ADJUSTED    1 2
 PY0815
 PY0815.Superseded values are not recommended for survey control.
 PY0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0815.See file dsdata.txt to determine how the superseded data were derived.
 PY0815
 PY0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ287008(NAD 83)
 PY0815_MARKER: DB = BENCH MARK DISK
 PY0815_SETTING: 66 = SET IN ROCK OUTCROP
 PY0815_SP_SET: BEDROCK
 PY0815_STAMPING: D 369 1987
 PY0815_MARK LOGO: NGS   
 PY0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0815+STABILITY: POSITION/ELEVATION WELL
 PY0815
 PY0815  HISTORY     - Date     Condition        Report By
 PY0815  HISTORY     - 1987     MONUMENTED       NGS
 PY0815
 PY0815                          STATION DESCRIPTION
 PY0815
 PY0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0815'18.5 KM (11.50 MI) SOUTH FROM GRANT VILLAGE.
 PY0815'18.5 KM (11.50 MI) SOUTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM
 PY0815'THE JUNCTION OF GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, NEAR
 PY0815'THE CENTER OF THE SOUTHERN 1/2 OF A 24 FOOT EXPOSED AREA OF BEDROCK
 PY0815'IN A HIGHWAY CUT, 1.0 KM (0.60 MI) SOUTHWEST OF THE SOUTHWEST END OF
 PY0815'A HIGHWAY BRIDGE SPANNING LEWIS RIVER, 7.5 M (24.6 FT) WEST OF THE
 PY0815'CENTERLINE OF THE HIGHWAY, AND 1.7 M (5.6 FT) NORTH OF THE SOUTH END
 PY0815'OF THE CUT.
 PY0815'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0287 ***********************************************************************
 PW0287  DESIGNATION -  D 37
 PW0287  PID         -  PW0287
 PW0287  STATE/COUNTY-  WY/WASHAKIE
 PW0287  USGS QUAD   -  OLD MAID GULCH (1993)
 PW0287
 PW0287                         *CURRENT SURVEY CONTROL
 PW0287  ___________________________________________________________________
 PW0287* NAD 83(1986)-  44 04 35.     (N)    107 19 48.     (W)     SCALED    
 PW0287* NAVD 88     -      1581.877  (meters)    5189.87   (feet)  ADJUSTED  
 PW0287  ___________________________________________________________________
 PW0287  GEOID HEIGHT-          -9.82  (meters)                     GEOID03
 PW0287  DYNAMIC HT  -        1581.047 (meters)    5187.15  (feet)  COMP
 PW0287  MODELED GRAV-     980,038.6   (mgal)                       NAVD 88
 PW0287
 PW0287  VERT ORDER  -  FIRST     CLASS II
 PW0287
 PW0287.The horizontal coordinates were scaled from a topographic map and have
 PW0287.an estimated accuracy of +/- 6 seconds.
 PW0287
 PW0287.The orthometric height was determined by differential leveling
 PW0287.and adjusted by the National Geodetic Survey in June 1991..
 PW0287
 PW0287.The geoid height was determined by GEOID03.
 PW0287
 PW0287.The dynamic height is computed by dividing the NAVD 88
 PW0287.geopotential number by the normal gravity value computed on the
 PW0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0287.degrees latitude (g = 980.6199 gals.).
 PW0287
 PW0287.The modeled gravity was interpolated from observed gravity values.
 PW0287
 PW0287;                    North         East    Units  Estimated Accuracy
 PW0287;SPC WYEC     -   497,240.      400,270.      MT  (+/- 180 meters Scaled)
 PW0287
 PW0287                          SUPERSEDED SURVEY CONTROL
 PW0287
 PW0287  NGVD 29 (??/??/92) 1581.013  (m)         5187.04   (f) ADJ UNCH    1 2
 PW0287
 PW0287.Superseded values are not recommended for survey control.
 PW0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0287.See file dsdata.txt to determine how the superseded data were derived.
 PW0287
 PW0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ134829(NAD 83)
 PW0287_MARKER: DB = BENCH MARK DISK
 PW0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0287_STAMPING: D 37 1934
 PW0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0287+STABILITY: SURFACE MOTION
 PW0287
 PW0287  HISTORY     - Date     Condition        Report By
 PW0287  HISTORY     - 1934     MONUMENTED       CGS
 PW0287  HISTORY     - 1967     MARK NOT FOUND   USGS
 PW0287
 PW0287                          STATION DESCRIPTION
 PW0287
 PW0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0287'7.5 MI NE FROM TEN SLEEP.
 PW0287'7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0287'COUNTY, 1.1 MILES SOUTHWEST OF THE LEE CREEK CAMPING GROUNDS, 5.1 FEET
 PW0287'NORTHEAST OF THE SOUTHWEST BOUNDARY LINE OF THE BIG HORN NATIONAL
 PW0287'FOREST, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 PW0287'STAMPED D 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0287
 PW0287                          STATION RECOVERY (1967)
 PW0287
 PW0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0624 ***********************************************************************
 PV0624  DESIGNATION -  D 370
 PV0624  PID         -  PV0624
 PV0624  STATE/COUNTY-  WY/CROOK
 PV0624  USGS QUAD   -  SCHOOLMARM BUTTE (1984)
 PV0624
 PV0624                         *CURRENT SURVEY CONTROL
 PV0624  ___________________________________________________________________
 PV0624* NAD 83(1986)-  44 31 25.     (N)    104 12 33.     (W)     SCALED    
 PV0624* NAVD 88     -      1216.004  (meters)    3989.51   (feet)  ADJUSTED  
 PV0624  ___________________________________________________________________
 PV0624  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 PV0624  DYNAMIC HT  -        1215.590 (meters)    3988.15  (feet)  COMP
 PV0624  MODELED GRAV-     980,234.3   (mgal)                       NAVD 88
 PV0624
 PV0624  VERT ORDER  -  FIRST     CLASS II
 PV0624
 PV0624.The horizontal coordinates were scaled from a topographic map and have
 PV0624.an estimated accuracy of +/- 6 seconds.
 PV0624
 PV0624.The orthometric height was determined by differential leveling
 PV0624.and adjusted by the National Geodetic Survey in September 1993..
 PV0624
 PV0624.The geoid height was determined by GEOID03.
 PV0624
 PV0624.The dynamic height is computed by dividing the NAVD 88
 PV0624.geopotential number by the normal gravity value computed on the
 PV0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0624.degrees latitude (g = 980.6199 gals.).
 PV0624
 PV0624.The modeled gravity was interpolated from observed gravity values.
 PV0624
 PV0624;                    North         East    Units  Estimated Accuracy
 PV0624;SPC WY E     -   447,370.      276,110.      MT  (+/- 180 meters Scaled)
 PV0624
 PV0624                          SUPERSEDED SURVEY CONTROL
 PV0624
 PV0624.No superseded survey control is available for this station.
 PV0624
 PV0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK628303(NAD 83)
 PV0624_MARKER: DV = VERTICAL CONTROL DISK
 PV0624_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0624_SP_SET: PIER
 PV0624_STAMPING: D 370 1991
 PV0624_MARK LOGO: NGS   
 PV0624_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0624+STABILITY: POSITION/ELEVATION WELL
 PV0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0624+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0624
 PV0624  HISTORY     - Date     Condition        Report By
 PV0624  HISTORY     - 1991     MONUMENTED       NGS
 PV0624
 PV0624                          STATION DESCRIPTION
 PV0624
 PV0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0624'10.2 KM (6.35 MI) WESTERLY ALONG A PAVED ROAD (INTERSTATE HIGHWAY 90
 PV0624'FRONTAGE ROAD) FROM THE POST OFFICE IN BEULAH, THENCE 0.3 KM (0.20
 PV0624'MI) SOUTHERLY ALONG STATE HIGHWAY 111, SET VERTICALLY IN THE
 PV0624'NORTHWEST FACE OF THE CENTER 1 OF 3 CONCRETE COLUMNS OF THE MOST
 PV0624'SOUTHWESTERLY PIER OF THE WESTBOUND INTERSTATE HIGHWAY 90 OVERPASS
 PV0624'(LETTERED DHZ) OF THE HIGHWAY, AND 9.5 M (31.2 FT) SOUTHWEST OF AND
 PV0624'LEVEL WITH THE CENTERLINE OF THE STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0075 ***********************************************************************
 PW0075  DESIGNATION -  D 38
 PW0075  PID         -  PW0075
 PW0075  STATE/COUNTY-  WY/JOHNSON
 PW0075  USGS QUAD   -  HUNTER MESA (1993)
 PW0075
 PW0075                         *CURRENT SURVEY CONTROL
 PW0075  ___________________________________________________________________
 PW0075* NAD 83(1986)-  44 19 06.     (N)    106 55 59.     (W)     SCALED    
 PW0075* NAVD 88     -      2190.471  (meters)    7186.57   (feet)  ADJUSTED  
 PW0075  ___________________________________________________________________
 PW0075  GEOID HEIGHT-          -9.85  (meters)                     GEOID03
 PW0075  DYNAMIC HT  -        2189.298 (meters)    7182.72  (feet)  COMP
 PW0075  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 PW0075
 PW0075  VERT ORDER  -  FIRST     CLASS II
 PW0075
 PW0075.The horizontal coordinates were scaled from a topographic map and have
 PW0075.an estimated accuracy of +/- 6 seconds.
 PW0075
 PW0075.The orthometric height was determined by differential leveling
 PW0075.and adjusted by the National Geodetic Survey in June 1991..
 PW0075
 PW0075.The geoid height was determined by GEOID03.
 PW0075
 PW0075.The dynamic height is computed by dividing the NAVD 88
 PW0075.geopotential number by the normal gravity value computed on the
 PW0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0075.degrees latitude (g = 980.6199 gals.).
 PW0075
 PW0075.The modeled gravity was interpolated from observed gravity values.
 PW0075
 PW0075;                    North         East    Units  Estimated Accuracy
 PW0075;SPC WYEC     -   524,200.      431,930.      MT  (+/- 180 meters Scaled)
 PW0075
 PW0075                          SUPERSEDED SURVEY CONTROL
 PW0075
 PW0075  NGVD 29 (??/??/92) 2189.625  (m)         7183.79   (f) ADJ UNCH    1 2
 PW0075
 PW0075.Superseded values are not recommended for survey control.
 PW0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0075.See file dsdata.txt to determine how the superseded data were derived.
 PW0075
 PW0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK458090(NAD 83)
 PW0075_MARKER: DB = BENCH MARK DISK
 PW0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0075_STAMPING: D 38 1934
 PW0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0075+STABILITY: SURFACE MOTION
 PW0075
 PW0075  HISTORY     - Date     Condition        Report By
 PW0075  HISTORY     - 1934     MONUMENTED       CGS
 PW0075
 PW0075                          STATION DESCRIPTION
 PW0075
 PW0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0075'12.4 MI SW FROM BUFFALO.
 PW0075'12.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0075'COUNTY, 0.75 MILE EAST OF THE HUNTER RANGER STATION, 0.5 MILE EAST OF
 PW0075'A BRIDGE OVER THE NORTH FORK OF CLEAR CREEK, ON THE SIDE OF A HILL,
 PW0075'200 FEET NORTHEAST OF THE NORTH FORK OF CLEAR CREEK, 27.0 FEET
 PW0075'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.0 FEET SOUTHWEST OF A
 PW0075'ROW OF POLES, AND ABOUT 9.0 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 PW0075'DISK, STAMPED D 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0035 ***********************************************************************
 PW0035  DESIGNATION -  D 39
 PW0035  PID         -  PW0035
 PW0035  STATE/COUNTY-  WY/SHERIDAN
 PW0035  USGS QUAD   -  CLEARMONT (1971)
 PW0035
 PW0035                         *CURRENT SURVEY CONTROL
 PW0035  ___________________________________________________________________
 PW0035* NAD 83(1986)-  44 38 49.     (N)    106 22 41.     (W)     SCALED    
 PW0035* NAVD 88     -      1189.961  (meters)    3904.06   (feet)  ADJUSTED  
 PW0035  ___________________________________________________________________
 PW0035  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 PW0035  DYNAMIC HT  -        1189.497 (meters)    3902.54  (feet)  COMP
 PW0035  MODELED GRAV-     980,186.3   (mgal)                       NAVD 88
 PW0035
 PW0035  VERT ORDER  -  FIRST     CLASS II
 PW0035
 PW0035.The horizontal coordinates were scaled from a topographic map and have
 PW0035.an estimated accuracy of +/- 6 seconds.
 PW0035
 PW0035.The orthometric height was determined by differential leveling
 PW0035.and adjusted by the National Geodetic Survey in June 1991..
 PW0035
 PW0035.The geoid height was determined by GEOID03.
 PW0035
 PW0035.The dynamic height is computed by dividing the NAVD 88
 PW0035.geopotential number by the normal gravity value computed on the
 PW0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0035.degrees latitude (g = 980.6199 gals.).
 PW0035
 PW0035.The modeled gravity was interpolated from observed gravity values.
 PW0035
 PW0035;                    North         East    Units  Estimated Accuracy
 PW0035;SPC WYEC     -   561,080.      475,780.      MT  (+/- 180 meters Scaled)
 PW0035
 PW0035                          SUPERSEDED SURVEY CONTROL
 PW0035
 PW0035  NGVD 29 (??/??/92) 1189.246  (m)         3901.72   (f) ADJ UNCH    1 2
 PW0035
 PW0035.Superseded values are not recommended for survey control.
 PW0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0035.See file dsdata.txt to determine how the superseded data were derived.
 PW0035
 PW0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK907446(NAD 83)
 PW0035_MARKER: DB = BENCH MARK DISK
 PW0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0035_STAMPING: D 39 1934
 PW0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0035+STABILITY: SURFACE MOTION
 PW0035
 PW0035  HISTORY     - Date     Condition        Report By
 PW0035  HISTORY     - 1934     MONUMENTED       CGS
 PW0035  HISTORY     - 1957     GOOD             NGS
 PW0035
 PW0035                          STATION DESCRIPTION
 PW0035
 PW0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0035'0.7 MI NE FROM CLEARMONT.
 PW0035'0.7 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0035'FROM THE STATION AT CLEARMONT, 58 FEET EAST OF AND ACROSS THE TRACK
 PW0035'FROM MILEPOST 660, NEAR POINT WHERE TELEPHONE LINE CROSSES THE
 PW0035'HIGHWAY, 43 1/2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 50 FEET
 PW0035'SOUTHEAST OF A SWITCH STAND, 39 FEET WEST OF THE CENTER LINE OF U.S.
 PW0035'HIGHWAY 14 AND 16, 9 FEET NORTHWEST OF A TELEPHONE POLE WITH A BRACE
 PW0035'WIRE, 2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 PW0035'WITH THE HIGHWAY AND 5 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 PW0035'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0066 ***********************************************************************
 OV0066  DESIGNATION -  D 40
 OV0066  PID         -  OV0066
 OV0066  STATE/COUNTY-  WY/JOHNSON
 OV0066  USGS QUAD   -  KAYCEE (1981)
 OV0066
 OV0066                         *CURRENT SURVEY CONTROL
 OV0066  ___________________________________________________________________
 OV0066* NAD 83(1986)-  43 42 25.     (N)    106 38 21.     (W)     SCALED    
 OV0066* NAVD 88     -      1416.228  (meters)    4646.41   (feet)  ADJUSTED  
 OV0066  ___________________________________________________________________
 OV0066  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OV0066  DYNAMIC HT  -        1415.501 (meters)    4644.02  (feet)  COMP
 OV0066  MODELED GRAV-     980,056.0   (mgal)                       NAVD 88
 OV0066
 OV0066  VERT ORDER  -  SECOND    CLASS 0
 OV0066
 OV0066.The horizontal coordinates were scaled from a topographic map and have
 OV0066.an estimated accuracy of +/- 6 seconds.
 OV0066
 OV0066.The orthometric height was determined by differential leveling
 OV0066.and adjusted by the National Geodetic Survey in June 1991..
 OV0066
 OV0066.The geoid height was determined by GEOID03.
 OV0066
 OV0066.The dynamic height is computed by dividing the NAVD 88
 OV0066.geopotential number by the normal gravity value computed on the
 OV0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0066.degrees latitude (g = 980.6199 gals.).
 OV0066
 OV0066.The modeled gravity was interpolated from observed gravity values.
 OV0066
 OV0066;                    North         East    Units  Estimated Accuracy
 OV0066;SPC WYEC     -   456,420.      455,950.      MT  (+/- 180 meters Scaled)
 OV0066
 OV0066                          SUPERSEDED SURVEY CONTROL
 OV0066
 OV0066  NGVD 29 (??/??/92) 1415.422  (m)         4643.76   (f) ADJ UNCH    2 0
 OV0066
 OV0066.Superseded values are not recommended for survey control.
 OV0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0066.See file dsdata.txt to determine how the superseded data were derived.
 OV0066
 OV0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ679406(NAD 83)
 OV0066_MARKER: DB = BENCH MARK DISK
 OV0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0066_STAMPING: D 40 1934
 OV0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0066+STABILITY: SURFACE MOTION
 OV0066
 OV0066  HISTORY     - Date     Condition        Report By
 OV0066  HISTORY     - 1934     MONUMENTED       CGS
 OV0066  HISTORY     - 1961     MARK NOT FOUND   USGS
 OV0066
 OV0066                          STATION DESCRIPTION
 OV0066
 OV0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0066'IN KAYCEE.
 OV0066'AT THE SOUTH EDGE OF KAYCEE, JOHNSON COUNTY, ON U.S. HIGHWAY 87, 0.1
 OV0066'MILE SOUTH OF POWDER RIVER, 75.0 FEET SOUTHWEST OF THE CENTER OF THE
 OV0066'INTERSECTION WITH A DIRT ROAD LEADING WEST, 55.6 FEET SOUTH OF THE
 OV0066'CENTERLINE OF THE ROAD, 49.0 FEET WEST OF THE CENTERLINE OF THE
 OV0066'HIGHWAY, 1.6 FEET EAST OF A FENCE, D 40 1934 AND SET IN THE TOP OF A
 OV0066'CONCRETE POST.
 OV0066
 OV0066                          STATION RECOVERY (1961)
 OV0066
 OV0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 OV0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0170 ***********************************************************************
 OX0170  DESIGNATION -  D 41
 OX0170  PID         -  OX0170
 OX0170  STATE/COUNTY-  WY/TETON
 OX0170  USGS QUAD   -  MOOSE (1968)
 OX0170
 OX0170                         *CURRENT SURVEY CONTROL
 OX0170  ___________________________________________________________________
 OX0170* NAD 83(1986)-  43 42 31.     (N)    110 43 33.     (W)     SCALED    
 OX0170* NAVD 88     -      2039.720  (meters)    6691.98   (feet)  ADJUSTED  
 OX0170  ___________________________________________________________________
 OX0170  GEOID HEIGHT-          -9.03  (meters)                     GEOID03
 OX0170  DYNAMIC HT  -        2038.376 (meters)    6687.57  (feet)  COMP
 OX0170  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 OX0170
 OX0170  VERT ORDER  -  SECOND    CLASS 0
 OX0170
 OX0170.The horizontal coordinates were scaled from a topographic map and have
 OX0170.an estimated accuracy of +/- 6 seconds.
 OX0170
 OX0170.The orthometric height was determined by differential leveling
 OX0170.and adjusted by the National Geodetic Survey in June 1991..
 OX0170
 OX0170.The geoid height was determined by GEOID03.
 OX0170
 OX0170.The dynamic height is computed by dividing the NAVD 88
 OX0170.geopotential number by the normal gravity value computed on the
 OX0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0170.degrees latitude (g = 980.6199 gals.).
 OX0170
 OX0170.The modeled gravity was interpolated from observed gravity values.
 OX0170
 OX0170;                    North         East    Units  Estimated Accuracy
 OX0170;SPC WY W     -   456,580.      748,220.      MT  (+/- 180 meters Scaled)
 OX0170
 OX0170                          SUPERSEDED SURVEY CONTROL
 OX0170
 OX0170  NGVD 29 (??/??/92) 2038.432  (m)         6687.76   (f) ADJ UNCH    2 0
 OX0170
 OX0170.Superseded values are not recommended for survey control.
 OX0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0170.See file dsdata.txt to determine how the superseded data were derived.
 OX0170
 OX0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP220395(NAD 83)
 OX0170_MARKER: DB = BENCH MARK DISK
 OX0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0170_SP_SET: CULVERT
 OX0170_STAMPING: D 41 1934
 OX0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0170
 OX0170  HISTORY     - Date     Condition        Report By
 OX0170  HISTORY     - 1934     MONUMENTED       CGS
 OX0170
 OX0170                          STATION DESCRIPTION
 OX0170
 OX0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0170'16.9 MI N FROM JACKSON.
 OX0170'ABOUT 16.9 MILES NORTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON
 OX0170'COUNTY, ABOUT 14.3 MILES SOUTH OF MORAN, ABOUT 1.7 MILES NORTH OF THE
 OX0170'HEADQUARTERS OF THE TETON NATIONAL PARK, ABOUT 0.1 MILE SOUTH OF A
 OX0170'T-ROAD LEADING WEST, AT A GALVANIZED-STEEL CULVERT OVER AN IRRIGATION
 OX0170'DITCH, IN THE TOP OF THE WEST CONCRETE HEAD WALL, AND 14.0 FEET WEST
 OX0170'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 41
 OX0170'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0008 ***********************************************************************
 OX0008  DESIGNATION -  D 42
 OX0008  PID         -  OX0008
 OX0008  STATE/COUNTY-  WY/TETON
 OX0008  USGS QUAD   -  ROSIES RIDGE (1996)
 OX0008
 OX0008                         *CURRENT SURVEY CONTROL
 OX0008  ___________________________________________________________________
 OX0008* NAD 83(1986)-  43 50 43.     (N)    110 15 33.     (W)     SCALED    
 OX0008* NAVD 88     -      2220.485  (meters)    7285.04   (feet)  ADJUSTED  
 OX0008  ___________________________________________________________________
 OX0008  GEOID HEIGHT-          -8.26  (meters)                     GEOID03
 OX0008  DYNAMIC HT  -        2218.870 (meters)    7279.74  (feet)  COMP
 OX0008  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 OX0008
 OX0008  VERT ORDER  -  SECOND    CLASS 0
 OX0008
 OX0008.The horizontal coordinates were scaled from a topographic map and have
 OX0008.an estimated accuracy of +/- 6 seconds.
 OX0008
 OX0008.The orthometric height was determined by differential leveling
 OX0008.and adjusted by the National Geodetic Survey in June 1991..
 OX0008
 OX0008.The geoid height was determined by GEOID03.
 OX0008
 OX0008.The dynamic height is computed by dividing the NAVD 88
 OX0008.geopotential number by the normal gravity value computed on the
 OX0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0008.degrees latitude (g = 980.6199 gals.).
 OX0008
 OX0008.The modeled gravity was interpolated from observed gravity values.
 OX0008
 OX0008;                    North         East    Units  Estimated Accuracy
 OX0008;SPC WY W     -   471,570.      785,860.      MT  (+/- 180 meters Scaled)
 OX0008
 OX0008                          SUPERSEDED SURVEY CONTROL
 OX0008
 OX0008  NGVD 29 (??/??/92) 2219.083  (m)         7280.44   (f) ADJ UNCH    2 0
 OX0008
 OX0008.Superseded values are not recommended for survey control.
 OX0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0008.See file dsdata.txt to determine how the superseded data were derived.
 OX0008
 OX0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP595549(NAD 83)
 OX0008_MARKER: DB = BENCH MARK DISK
 OX0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0008_STAMPING: D 42 1934
 OX0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0008+STABILITY: SURFACE MOTION
 OX0008
 OX0008  HISTORY     - Date     Condition        Report By
 OX0008  HISTORY     - 1934     MONUMENTED       CGS
 OX0008
 OX0008                          STATION DESCRIPTION
 OX0008
 OX0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0008'20.4 MI E FROM MORAN.
 OX0008'20.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, 19.1
 OX0008'MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY 187, ABOUT 1.6 MILES
 OX0008'SOUTH OF THE BRIDGE OVER BUFFALO FORK CREEK, AT A CURVE, AT A DRAW,
 OX0008'AND 41.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 OX0008'STAMPED D 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0154 ***********************************************************************
 OW0154  DESIGNATION -  D 43
 OW0154  PID         -  OW0154
 OW0154  STATE/COUNTY-  WY/FREMONT
 OW0154  USGS QUAD   -  DUBOIS (1991)
 OW0154
 OW0154                         *CURRENT SURVEY CONTROL
 OW0154  ___________________________________________________________________
 OW0154* NAD 83(1986)-  43 32 05.     (N)    109 38 19.     (W)     SCALED    
 OW0154* NAVD 88     -      2112.240  (meters)    6929.91   (feet)  ADJUSTED  
 OW0154  ___________________________________________________________________
 OW0154  GEOID HEIGHT-          -7.99  (meters)                     GEOID03
 OW0154  DYNAMIC HT  -        2110.781 (meters)    6925.12  (feet)  COMP
 OW0154  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 OW0154
 OW0154  VERT ORDER  -  SECOND    CLASS 0
 OW0154
 OW0154.The horizontal coordinates were scaled from a topographic map and have
 OW0154.an estimated accuracy of +/- 6 seconds.
 OW0154
 OW0154.The orthometric height was determined by differential leveling
 OW0154.and adjusted by the National Geodetic Survey in June 1991..
 OW0154
 OW0154.The geoid height was determined by GEOID03.
 OW0154
 OW0154.The dynamic height is computed by dividing the NAVD 88
 OW0154.geopotential number by the normal gravity value computed on the
 OW0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0154.degrees latitude (g = 980.6199 gals.).
 OW0154
 OW0154.The modeled gravity was interpolated from observed gravity values.
 OW0154
 OW0154;                    North         East    Units  Estimated Accuracy
 OW0154;SPC WYWC     -   337,440.      528,180.      MT  (+/- 180 meters Scaled)
 OW0154
 OW0154                          SUPERSEDED SURVEY CONTROL
 OW0154
 OW0154  NGVD 29 (??/??/92) 2111.05   (m)         6926.0    (f) COMPUTED    2 0
 OW0154
 OW0154.Superseded values are not recommended for survey control.
 OW0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0154.See file dsdata.txt to determine how the superseded data were derived.
 OW0154
 OW0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP099210(NAD 83)
 OW0154_MARKER: DB = BENCH MARK DISK
 OW0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0154_STAMPING: D 43 1934
 OW0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0154+STABILITY: SURFACE MOTION
 OW0154
 OW0154  HISTORY     - Date     Condition        Report By
 OW0154  HISTORY     - 1934     MONUMENTED       CGS
 OW0154  HISTORY     - 1954     GOOD             USGS
 OW0154
 OW0154                          STATION DESCRIPTION
 OW0154
 OW0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0154'IN DUBOIS.
 OW0154'AT DUBOIS, FREMONT COUNTY, ON U.S. HIGHWAY 287, ABOUT 0.2 MILE WEST OF
 OW0154'THE BRIDGE OVER HORSE CREEK, 42.2 FEET NORTH OF THE CENTER LINE OF THE
 OW0154'HIGHWAY, 5.6 FEET NORTH OF A ROW OF POWER-TRANSMISSION LINE POLES, 2.5
 OW0154'FEET NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE, AND 3.8 FEET NORTH
 OW0154'OF AN IRRIGATION DITCH.  A STANDARD DISK, STAMPED D 43 1934 AND SET IN
 OW0154'THE TOP OF A CONCRETE POST.
 OW0154
 OW0154                          STATION RECOVERY (1954)
 OW0154
 OW0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OW0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0129 ***********************************************************************
 NS0129  DESIGNATION -  D 44
 NS0129  PID         -  NS0129
 NS0129  STATE/COUNTY-  WY/SUBLETTE
 NS0129  USGS QUAD   -  PINEDALE (1980)
 NS0129
 NS0129                         *CURRENT SURVEY CONTROL
 NS0129  ___________________________________________________________________
 NS0129* NAD 83(1986)-  42 47 11.     (N)    109 46 22.     (W)     SCALED    
 NS0129* NAVD 88     -      2149.090  (meters)    7050.81   (feet)  ADJUSTED  
 NS0129  ___________________________________________________________________
 NS0129  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 NS0129  DYNAMIC HT  -        2147.315 (meters)    7044.98  (feet)  COMP
 NS0129  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 NS0129
 NS0129  VERT ORDER  -  FIRST     CLASS II
 NS0129
 NS0129.The horizontal coordinates were scaled from a topographic map and have
 NS0129.an estimated accuracy of +/- 6 seconds.
 NS0129
 NS0129.The orthometric height was determined by differential leveling
 NS0129.and adjusted by the National Geodetic Survey in June 1991..
 NS0129
 NS0129.The geoid height was determined by GEOID03.
 NS0129
 NS0129.The dynamic height is computed by dividing the NAVD 88
 NS0129.geopotential number by the normal gravity value computed on the
 NS0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0129.degrees latitude (g = 980.6199 gals.).
 NS0129
 NS0129.The modeled gravity was interpolated from observed gravity values.
 NS0129
 NS0129;                    North         East    Units  Estimated Accuracy
 NS0129;SPC WY W     -   353,970.      825,410.      MT  (+/- 180 meters Scaled)
 NS0129
 NS0129                          SUPERSEDED SURVEY CONTROL
 NS0129
 NS0129  NGVD 29 (??/??/92) 2147.664  (m)         7046.13   (f) ADJ UNCH    1 2
 NS0129
 NS0129.Superseded values are not recommended for survey control.
 NS0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0129.See file dsdata.txt to determine how the superseded data were derived.
 NS0129
 NS0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN003378(NAD 83)
 NS0129_MARKER: DB = BENCH MARK DISK
 NS0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0129_STAMPING: D 44 1934
 NS0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0129+STABILITY: SURFACE MOTION
 NS0129
 NS0129  HISTORY     - Date     Condition        Report By
 NS0129  HISTORY     - 1934     MONUMENTED       CGS
 NS0129
 NS0129                          STATION DESCRIPTION
 NS0129
 NS0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0129'3.9 MI N FROM BOULDER.
 NS0129'ABOUT 3.9 MILES NORTH ALONG U.S. HIGHWAY 187 FROM THE POST OFFICE AT
 NS0129'BOULDER, SUBLETTE COUNTY, ABOUT 7.8 MILES SOUTH OF THE COURTHOUSE AT
 NS0129'PINEDALE, 26.3 FEET WEST OF THE MIDDLE OF SEC. 32 T. 33 N., R. 108 W.,
 NS0129'ABOUT 1.0 MILE SOUTHEAST OF THE BRIDGE OVER POLE CREEK, AT THE
 NS0129'SOUTHERN EXTREMITY OF THE SECOND S CURVE SOUTH OF PINEDALE, 42 FEET
 NS0129'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 NS0129'HIGHWAY.  A STANDARD DISK, STAMPED D 44 1934 AND SET IN THE TOP OF A
 NS0129'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0078 ***********************************************************************
 OX0078  DESIGNATION -  D 46
 OX0078  PID         -  OX0078
 OX0078  STATE/COUNTY-  WY/TETON
 OX0078  USGS QUAD   -  CAMP DAVIS (1996)
 OX0078
 OX0078                         *CURRENT SURVEY CONTROL
 OX0078  ___________________________________________________________________
 OX0078* NAD 83(1986)-  43 22 22.     (N)    110 44 19.     (W)     SCALED    
 OX0078* NAVD 88     -      1831.713  (meters)    6009.55   (feet)  ADJUSTED  
 OX0078  ___________________________________________________________________
 OX0078  GEOID HEIGHT-          -9.99  (meters)                     GEOID03
 OX0078  DYNAMIC HT  -        1830.488 (meters)    6005.53  (feet)  COMP
 OX0078  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 OX0078
 OX0078  VERT ORDER  -  FIRST     CLASS II
 OX0078
 OX0078.The horizontal coordinates were scaled from a topographic map and have
 OX0078.an estimated accuracy of +/- 6 seconds.
 OX0078
 OX0078.The orthometric height was determined by differential leveling
 OX0078.and adjusted by the National Geodetic Survey in June 1991..
 OX0078
 OX0078.The geoid height was determined by GEOID03.
 OX0078
 OX0078.The dynamic height is computed by dividing the NAVD 88
 OX0078.geopotential number by the normal gravity value computed on the
 OX0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0078.degrees latitude (g = 980.6199 gals.).
 OX0078
 OX0078.The modeled gravity was interpolated from observed gravity values.
 OX0078
 OX0078;                    North         East    Units  Estimated Accuracy
 OX0078;SPC WY W     -   419,270.      746,900.      MT  (+/- 180 meters Scaled)
 OX0078
 OX0078                          SUPERSEDED SURVEY CONTROL
 OX0078
 OX0078  NGVD 29 (??/??/92) 1830.440  (m)         6005.37   (f) ADJ UNCH    1 2
 OX0078
 OX0078.Superseded values are not recommended for survey control.
 OX0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0078.See file dsdata.txt to determine how the superseded data were derived.
 OX0078
 OX0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP211022(NAD 83)
 OX0078_MARKER: DB = BENCH MARK DISK
 OX0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0078_STAMPING: D 46 1934
 OX0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0078+STABILITY: SURFACE MOTION
 OX0078
 OX0078  HISTORY     - Date     Condition        Report By
 OX0078  HISTORY     - 1934     MONUMENTED       CGS
 OX0078  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0078
 OX0078                          STATION DESCRIPTION
 OX0078
 OX0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0078'9.5 MI S FROM JACKSON.
 OX0078'9.5 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0078'ABOUT 0.9 MILE NORTH OF PORCUPINE CREEK, ABOUT 0.7 MILE SOUTH OF SQUAW
 OX0078'CREEK, ABOUT 0.5 MILE NORTH OF A SCHOOLHOUSE, ABOUT 400.0 FEET EAST OF
 OX0078'THE SUSPENSION FOOT-BRIDGE OVER SNAKE RIVER, 48.0 FEET NORTHEAST OF
 OX0078'THE CENTER OF THE INTERSECTION WITH A ROAD LEADING SOUTH ON THE SIDE
 OX0078'OF A HILL, 42.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 OX0078'4.0 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 46 1934
 OX0078'AND SET IN THE TOP OF A CONCRETE POST. NOTE-- 400 FEET EAST OF
 OX0078'FOOTBRIDGE PLACES SITE WITHIN OR VERY NEAR PRESENT HIGHWAY. CAN NOT BE
 OX0078'SURE BUT MARK MAY HAVE BEEN DESTROYED.
 OX0078
 OX0078                          STATION RECOVERY (1965)
 OX0078
 OX0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0115 ***********************************************************************
 OW0115  DESIGNATION -  D 47
 OW0115  PID         -  OW0115
 OW0115  STATE/COUNTY-  WY/FREMONT
 OW0115  USGS QUAD   -  BLUE HOLES (1991)
 OW0115
 OW0115                         *CURRENT SURVEY CONTROL
 OW0115  ___________________________________________________________________
 OW0115* NAD 83(1986)-  43 27 46.     (N)    109 28 49.     (W)     SCALED    
 OW0115* NAVD 88     -      1985.780  (meters)    6515.01   (feet)  ADJUSTED  
 OW0115  ___________________________________________________________________
 OW0115  GEOID HEIGHT-          -8.36  (meters)                     GEOID03
 OW0115  DYNAMIC HT  -        1984.452 (meters)    6510.66  (feet)  COMP
 OW0115  MODELED GRAV-     979,880.0   (mgal)                       NAVD 88
 OW0115
 OW0115  VERT ORDER  -  SECOND    CLASS 0
 OW0115
 OW0115.The horizontal coordinates were scaled from a topographic map and have
 OW0115.an estimated accuracy of +/- 6 seconds.
 OW0115
 OW0115.The orthometric height was determined by differential leveling
 OW0115.and adjusted by the National Geodetic Survey in June 1991..
 OW0115
 OW0115.The geoid height was determined by GEOID03.
 OW0115
 OW0115.The dynamic height is computed by dividing the NAVD 88
 OW0115.geopotential number by the normal gravity value computed on the
 OW0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0115.degrees latitude (g = 980.6199 gals.).
 OW0115
 OW0115.The modeled gravity was interpolated from observed gravity values.
 OW0115
 OW0115;                    North         East    Units  Estimated Accuracy
 OW0115;SPC WYWC     -   329,320.      540,910.      MT  (+/- 180 meters Scaled)
 OW0115
 OW0115                          SUPERSEDED SURVEY CONTROL
 OW0115
 OW0115  NGVD 29 (??/??/92) 1984.647  (m)         6511.30   (f) ADJ UNCH    2 0
 OW0115
 OW0115.Superseded values are not recommended for survey control.
 OW0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0115.See file dsdata.txt to determine how the superseded data were derived.
 OW0115
 OW0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP229133(NAD 83)
 OW0115_MARKER: DB = BENCH MARK DISK
 OW0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0115_STAMPING: D 47 1934
 OW0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0115+STABILITY: SURFACE MOTION
 OW0115
 OW0115  HISTORY     - Date     Condition        Report By
 OW0115  HISTORY     - 1934     MONUMENTED       CGS
 OW0115
 OW0115                          STATION DESCRIPTION
 OW0115
 OW0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0115'10.6 MI E FROM DUBOIS.
 OW0115'ABOUT 10.6 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0115'DUBOIS, FREMONT COUNTY, ABOUT 1.1 MILES SOUTH OF THE CLIFF RANCH, 32.7
 OW0115'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3.0 FEET
 OW0115'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 47 1934 AND SET
 OW0115'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0091 ***********************************************************************
 OW0091  DESIGNATION -  D 48
 OW0091  PID         -  OW0091
 OW0091  STATE/COUNTY-  WY/FREMONT
 OW0091  USGS QUAD   -  ARGO BUTTE (1978)
 OW0091
 OW0091                         *CURRENT SURVEY CONTROL
 OW0091  ___________________________________________________________________
 OW0091* NAD 83(1986)-  43 14 01.     (N)    108 53 19.     (W)     SCALED    
 OW0091* NAVD 88     -      1712.529  (meters)    5618.52   (feet)  ADJUSTED  
 OW0091  ___________________________________________________________________
 OW0091  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 OW0091  DYNAMIC HT  -        1711.417 (meters)    5614.87  (feet)  COMP
 OW0091  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 OW0091
 OW0091  VERT ORDER  -  SECOND    CLASS 0
 OW0091
 OW0091.The horizontal coordinates were scaled from a topographic map and have
 OW0091.an estimated accuracy of +/- 6 seconds.
 OW0091
 OW0091.The orthometric height was determined by differential leveling
 OW0091.and adjusted by the National Geodetic Survey in June 1991..
 OW0091
 OW0091.The geoid height was determined by GEOID03.
 OW0091
 OW0091.The dynamic height is computed by dividing the NAVD 88
 OW0091.geopotential number by the normal gravity value computed on the
 OW0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0091.degrees latitude (g = 980.6199 gals.).
 OW0091
 OW0091.The modeled gravity was interpolated from observed gravity values.
 OW0091
 OW0091;                    North         East    Units  Estimated Accuracy
 OW0091;SPC WYWC     -   303,620.      588,740.      MT  (+/- 180 meters Scaled)
 OW0091
 OW0091                          SUPERSEDED SURVEY CONTROL
 OW0091
 OW0091  NGVD 29 (??/??/92) 1711.513  (m)         5615.19   (f) ADJ UNCH    2 0
 OW0091
 OW0091.Superseded values are not recommended for survey control.
 OW0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0091.See file dsdata.txt to determine how the superseded data were derived.
 OW0091
 OW0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN714889(NAD 83)
 OW0091_MARKER: DB = BENCH MARK DISK
 OW0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0091_STAMPING: D 48 1934
 OW0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0091+STABILITY: SURFACE MOTION
 OW0091
 OW0091  HISTORY     - Date     Condition        Report By
 OW0091  HISTORY     - 1934     MONUMENTED       CGS
 OW0091
 OW0091                          STATION DESCRIPTION
 OW0091
 OW0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0091'53.5 MI E FROM DUBOIS.
 OW0091'ABOUT 53.5 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0091'DUBOIS, FREMONT COUNTY, ABOUT 29.5 MILES WEST OF RIVERTON, 63.3 FEET
 OW0091'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3.4 FEET LOWER THAN
 OW0091'THE HIGHWAY.  A STANDARD DISK, STAMPED D 48 1934 AND SET IN THE TOP OF
 OW0091'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0043 ***********************************************************************
 OW0043  DESIGNATION -  D 49
 OW0043  PID         -  OW0043
 OW0043  STATE/COUNTY-  WY/HOT SPRINGS
 OW0043  USGS QUAD   -  THOMPSON RESERVOIRS (1965)
 OW0043
 OW0043                         *CURRENT SURVEY CONTROL
 OW0043  ___________________________________________________________________
 OW0043* NAD 83(1986)-  43 42 47.     (N)    108 27 47.     (W)     SCALED    
 OW0043* NAVD 88     -      1533.251  (meters)    5030.34   (feet)  ADJUSTED  
 OW0043  ___________________________________________________________________
 OW0043  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 OW0043  DYNAMIC HT  -        1532.408 (meters)    5027.58  (feet)  COMP
 OW0043  MODELED GRAV-     980,015.5   (mgal)                       NAVD 88
 OW0043
 OW0043  VERT ORDER  -  SECOND    CLASS 0
 OW0043
 OW0043.The horizontal coordinates were scaled from a topographic map and have
 OW0043.an estimated accuracy of +/- 6 seconds.
 OW0043
 OW0043.The orthometric height was determined by differential leveling
 OW0043.and adjusted by the National Geodetic Survey in June 1991..
 OW0043.WARNING-Repeat measurements at this control monument indicate possible
 OW0043.vertical movement.
 OW0043
 OW0043.The geoid height was determined by GEOID03.
 OW0043
 OW0043.The dynamic height is computed by dividing the NAVD 88
 OW0043.geopotential number by the normal gravity value computed on the
 OW0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0043.degrees latitude (g = 980.6199 gals.).
 OW0043
 OW0043.The modeled gravity was interpolated from observed gravity values.
 OW0043
 OW0043;                    North         East    Units  Estimated Accuracy
 OW0043;SPC WYWC     -   356,910.      623,120.      MT  (+/- 180 meters Scaled)
 OW0043
 OW0043                          SUPERSEDED SURVEY CONTROL
 OW0043
 OW0043  NGVD 29 (??/??/92) 1532.382  (m)         5027.49   (f) ADJ UNCH    2 0
 OW0043
 OW0043.Superseded values are not recommended for survey control.
 OW0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0043.See file dsdata.txt to determine how the superseded data were derived.
 OW0043
 OW0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP043431(NAD 83)
 OW0043_MARKER: DB = BENCH MARK DISK
 OW0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0043_STAMPING: D 49 1934
 OW0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0043+STABILITY: SURFACE MOTION
 OW0043
 OW0043  HISTORY     - Date     Condition        Report By
 OW0043  HISTORY     - 1934     MONUMENTED       CGS
 OW0043
 OW0043                          STATION DESCRIPTION
 OW0043
 OW0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0043'15.1 MI NW FROM THERMOPOLIS.
 OW0043'ABOUT 15.1 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0043'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 2.2 MILES NORTHWEST
 OW0043'OF THE JUNCTION OF A ROAD LEADING TO HAMILTON DOME, ABOUT 1.5 MILES
 OW0043'WEST OF A RIGHT-ANGLE TURN FROM NORTH TO WEST, AT THE EDGE OF AN OPEN
 OW0043'FIELD, 52 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, NEAR A ROW OF
 OW0043'POLES LEADING SOUTH ACROSS THE HIGHWAY, 16 FEET NORTH OF A
 OW0043'PROPERTY-LINE FENCE, 2 FEET EAST OF A NORTH-AND-SOUTH FENCE, AND ABOUT
 OW0043'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D 49 1934 AND SET IN
 OW0043'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0017 ***********************************************************************
 NT0017  DESIGNATION -  D 50
 NT0017  PID         -  NT0017
 NT0017  STATE/COUNTY-  WY/SUBLETTE
 NT0017  USGS QUAD   -  DANIEL (1970)
 NT0017
 NT0017                         *CURRENT SURVEY CONTROL
 NT0017  ___________________________________________________________________
 NT0017* NAD 83(1986)-  42 47 06.     (N)    110 03 00.     (W)     SCALED    
 NT0017* NAVD 88     -      2156.744  (meters)    7075.92   (feet)  ADJUSTED  
 NT0017  ___________________________________________________________________
 NT0017  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 NT0017  DYNAMIC HT  -        2155.017 (meters)    7070.25  (feet)  COMP
 NT0017  MODELED GRAV-     979,743.3   (mgal)                       NAVD 88
 NT0017
 NT0017  VERT ORDER  -  SECOND    CLASS 0
 NT0017
 NT0017.The horizontal coordinates were scaled from a topographic map and have
 NT0017.an estimated accuracy of +/- 6 seconds.
 NT0017
 NT0017.The orthometric height was determined by differential leveling
 NT0017.and adjusted by the National Geodetic Survey in June 1991..
 NT0017
 NT0017.The geoid height was determined by GEOID03.
 NT0017
 NT0017.The dynamic height is computed by dividing the NAVD 88
 NT0017.geopotential number by the normal gravity value computed on the
 NT0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0017.degrees latitude (g = 980.6199 gals.).
 NT0017
 NT0017.The modeled gravity was interpolated from observed gravity values.
 NT0017
 NT0017;                    North         East    Units  Estimated Accuracy
 NT0017;SPC WY W     -   353,770.      802,730.      MT  (+/- 180 meters Scaled)
 NT0017
 NT0017                          SUPERSEDED SURVEY CONTROL
 NT0017
 NT0017  NGVD 29 (??/??/92) 2155.344  (m)         7071.32   (f) ADJ UNCH    2 0
 NT0017
 NT0017.Superseded values are not recommended for survey control.
 NT0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0017.See file dsdata.txt to determine how the superseded data were derived.
 NT0017
 NT0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN777373(NAD 83)
 NT0017_MARKER: DB = BENCH MARK DISK
 NT0017_SETTING: 0 = UNSPECIFIED SETTING
 NT0017_STAMPING: D 50 1934
 NT0017_MARK LOGO: CGS   
 NT0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0017
 NT0017  HISTORY     - Date     Condition        Report By
 NT0017  HISTORY     - 1934     MONUMENTED       CGS
 NT0017  HISTORY     - 1970     GOOD             USGS
 NT0017  HISTORY     - 1989     MARK NOT FOUND   LOCSUR
 NT0017  HISTORY     - 19891113 GOOD             WYDT
 NT0017
 NT0017                          STATION DESCRIPTION
 NT0017
 NT0017'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NT0017'6.0 MI S FROM DANIEL.
 NT0017'TO REACH FROM POST OFFICE IN DANIEL, WYO., TAKE US HIGHWAY 189 SOUTH
 NT0017'FOR 6.0 MILES TO BRIDGE.  MARK IS LOCATED 51 FEET SOUTH AND 96 FEET
 NT0017'EAST OF ROAD AT BRIDGE, IT IS ALSO 24 FEET SOUTH OF THE SOUTH BANK OF
 NT0017'DITCH AND 1 FOOT EAST OF THE FENCE.
 NT0017
 NT0017                          STATION RECOVERY (1989)
 NT0017
 NT0017'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (KVW)
 NT0017'MARK NOT FOUND.
 NT0017
 NT0017                          STATION RECOVERY (1989)
 NT0017
 NT0017'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1989 (SVW)
 NT0017'RECOVERED AS DESCRIBED.  LOCATED ON EAST RIGHT-OF-WAY OF PRESENT US
 NT0017'189 LOCATION AT FENCE.  SET STEEL POST 1 FOOT (0.3 M) TO NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0236 ***********************************************************************
 MR0236  DESIGNATION -  D 52
 MR0236  PID         -  MR0236
 MR0236  STATE/COUNTY-  WY/LINCOLN
 MR0236  USGS QUAD   -  ELKOL (1978)
 MR0236
 MR0236                         *CURRENT SURVEY CONTROL
 MR0236  ___________________________________________________________________
 MR0236* NAD 83(1986)-  41 44 22.     (N)    110 31 11.     (W)     SCALED    
 MR0236* NAVD 88     -      2085.487  (meters)    6842.14   (feet)  ADJUSTED  
 MR0236  ___________________________________________________________________
 MR0236  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MR0236  DYNAMIC HT  -        2083.684 (meters)    6836.22  (feet)  COMP
 MR0236  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 MR0236
 MR0236  VERT ORDER  -  SECOND    CLASS 0
 MR0236
 MR0236.The horizontal coordinates were scaled from a topographic map and have
 MR0236.an estimated accuracy of +/- 6 seconds.
 MR0236
 MR0236.The orthometric height was determined by differential leveling
 MR0236.and adjusted by the National Geodetic Survey in June 1991..
 MR0236
 MR0236.The geoid height was determined by GEOID03.
 MR0236
 MR0236.The dynamic height is computed by dividing the NAVD 88
 MR0236.geopotential number by the normal gravity value computed on the
 MR0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0236.degrees latitude (g = 980.6199 gals.).
 MR0236
 MR0236.The modeled gravity was interpolated from observed gravity values.
 MR0236
 MR0236;                    North         East    Units  Estimated Accuracy
 MR0236;SPC WY W     -   237,730.      763,700.      MT  (+/- 180 meters Scaled)
 MR0236
 MR0236                          SUPERSEDED SURVEY CONTROL
 MR0236
 MR0236  NGVD 29 (??/??/92) 2084.109  (m)         6837.61   (f) ADJ UNCH    2 0
 MR0236
 MR0236.Superseded values are not recommended for survey control.
 MR0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0236.See file dsdata.txt to determine how the superseded data were derived.
 MR0236
 MR0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM399209(NAD 83)
 MR0236_MARKER: DB = BENCH MARK DISK
 MR0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0236_STAMPING: D 52 1934
 MR0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0236+STABILITY: SURFACE MOTION
 MR0236
 MR0236  HISTORY     - Date     Condition        Report By
 MR0236  HISTORY     - 1934     MONUMENTED       CGS
 MR0236  HISTORY     - 1952     MARK NOT FOUND   USGS
 MR0236
 MR0236                          STATION DESCRIPTION
 MR0236
 MR0236'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 MR0236'4.2 MI E FROM KEMMERER.
 MR0236'ALONG THE UNION PACIFIC RAILROAD BETWEEN KEMMERER AND OPAL, 2430 FEET
 MR0236'WEST OF MILE POST 35 BY RAIL, NEAR THE OLD PACIFIC MINE NO. 1, ABOUT
 MR0236'1.5 MILES WEST OF WATERFALL STATION, 110 FEET EAST OF BLOCK SIGNAL
 MR0236'35.5, 42 FEET NORTH OF NORTH RAIL.  THE MARK IS SET HORIZONTALLY IN A
 MR0236'CONCRETE POST AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0107 ***********************************************************************
 OU0107  DESIGNATION -  D 53
 OU0107  PID         -  OU0107
 OU0107  STATE/COUNTY-  WY/NIOBRARA
 OU0107  USGS QUAD   -  MULE CREEK (1978)
 OU0107
 OU0107                         *CURRENT SURVEY CONTROL
 OU0107  ___________________________________________________________________
 OU0107* NAD 83(1986)-  43 17 46.     (N)    104 08 46.     (W)     SCALED    
 OU0107* NAVD 88     -      1225.444  (meters)    4020.48   (feet)  ADJUSTED  
 OU0107  ___________________________________________________________________
 OU0107  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 OU0107  DYNAMIC HT  -        1224.881 (meters)    4018.63  (feet)  COMP
 OU0107  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 OU0107
 OU0107  VERT ORDER  -  SECOND    CLASS 0
 OU0107
 OU0107.The horizontal coordinates were scaled from a topographic map and have
 OU0107.an estimated accuracy of +/- 6 seconds.
 OU0107
 OU0107.The orthometric height was determined by differential leveling
 OU0107.and adjusted by the National Geodetic Survey in June 1991..
 OU0107
 OU0107.The geoid height was determined by GEOID03.
 OU0107
 OU0107.The dynamic height is computed by dividing the NAVD 88
 OU0107.geopotential number by the normal gravity value computed on the
 OU0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0107.degrees latitude (g = 980.6199 gals.).
 OU0107
 OU0107.The modeled gravity was interpolated from observed gravity values.
 OU0107
 OU0107;                    North         East    Units  Estimated Accuracy
 OU0107;SPC WY E     -   311,050.      282,810.      MT  (+/- 180 meters Scaled)
 OU0107
 OU0107                          SUPERSEDED SURVEY CONTROL
 OU0107
 OU0107  NGVD 29 (??/??/92) 1224.839  (m)         4018.49   (f) ADJ UNCH    2 0
 OU0107
 OU0107.Superseded values are not recommended for survey control.
 OU0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0107.See file dsdata.txt to determine how the superseded data were derived.
 OU0107
 OU0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH692940(NAD 83)
 OU0107_MARKER: DB = BENCH MARK DISK
 OU0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0107_STAMPING: D 53 1934
 OU0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0107+STABILITY: SURFACE MOTION
 OU0107
 OU0107  HISTORY     - Date     Condition        Report By
 OU0107  HISTORY     - 1934     MONUMENTED       CGS
 OU0107
 OU0107                          STATION DESCRIPTION
 OU0107
 OU0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0107'15.7 MI W FROM EDGEMONT.
 OU0107'IN NIOBRARA COUNTY, WYOMING, 15.7 MILES WEST ALONG U.S. HIGHWAY
 OU0107'18 FROM THE POST OFFICE AT EDGEMONT, FALL RIVER COUNTY, SOUTH
 OU0107'DAKOTA, THENCE 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 85, ON THE
 OU0107'SOUTH SLOPE OF A LONG HILL, 48.5 FEET NORTHWEST OF THE CENTERLINE
 OU0107'OF THE HIGHWAY AND 1.5 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.
 OU0107'A STANDARD DISK, STAMPED D 53 1934 AND SET IN THE TOP OF A CONCRETE
 OU0107'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0053 ***********************************************************************
 NQ0053  DESIGNATION -  D 54
 NQ0053  PID         -  NQ0053
 NQ0053  STATE/COUNTY-  WY/NIOBRARA
 NQ0053  USGS QUAD   -  LUSK (1981)
 NQ0053
 NQ0053                         *CURRENT SURVEY CONTROL
 NQ0053  ___________________________________________________________________
 NQ0053* NAD 83(1993)-  42 47 30.58265(N)    104 26 34.69276(W)     ADJUSTED  
 NQ0053* NAVD 88     -      1542.830  (meters)    5061.77   (feet)  ADJUSTED  
 NQ0053  ___________________________________________________________________
 NQ0053  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 NQ0053  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 NQ0053  DYNAMIC HT  -        1541.972 (meters)    5058.95  (feet)  COMP
 NQ0053  MODELED GRAV-     980,009.2   (mgal)                       NAVD 88
 NQ0053
 NQ0053  HORZ ORDER  -  THIRD
 NQ0053  VERT ORDER  -  SECOND    CLASS 0
 NQ0053
 NQ0053.The horizontal coordinates were established by GPS observations
 NQ0053.and adjusted by the National Geodetic Survey in January 1997..
 NQ0053
 NQ0053.The orthometric height was determined by differential leveling
 NQ0053.and adjusted by the National Geodetic Survey in June 1991..
 NQ0053
 NQ0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0053
 NQ0053.The geoid height was determined by GEOID03.
 NQ0053
 NQ0053.The dynamic height is computed by dividing the NAVD 88
 NQ0053.geopotential number by the normal gravity value computed on the
 NQ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0053.degrees latitude (g = 980.6199 gals.).
 NQ0053
 NQ0053.The modeled gravity was interpolated from observed gravity values.
 NQ0053
 NQ0053;                    North         East     Units Scale Factor Converg.
 NQ0053;SPC WY E     -   254,783.326   259,206.157   MT  0.99998061   +0 29 29.9
 NQ0053;UTM  13      - 4,737,848.567   545,555.610   MT  0.99962553   +0 22 42.3
 NQ0053
 NQ0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0053!SPC WY E     -   0.99976035  x   0.99998061  =   0.99974097
 NQ0053!UTM  13      -   0.99976035  x   0.99962553  =   0.99938597
 NQ0053
 NQ0053                          SUPERSEDED SURVEY CONTROL
 NQ0053
 NQ0053  NAD 83(1986)-  42 47 30.55961(N)    104 26 34.68178(W) AD(       ) 3
 NQ0053  NGVD 29 (??/??/92) 1542.137  (m)         5059.49   (f) ADJ UNCH    2 0
 NQ0053
 NQ0053.Superseded values are not recommended for survey control.
 NQ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0053.See file dsdata.txt to determine how the superseded data were derived.
 NQ0053
 NQ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH4555637849(NAD 83)
 NQ0053_MARKER: DB = BENCH MARK DISK
 NQ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0053_SP_SET: CONCRETE POST
 NQ0053_STAMPING: D 54 1934
 NQ0053_MARK LOGO: CGS   
 NQ0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0053+STABILITY: SURFACE MOTION
 NQ0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0053+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 NQ0053
 NQ0053  HISTORY     - Date     Condition        Report By
 NQ0053  HISTORY     - 1934     MONUMENTED       CGS
 NQ0053  HISTORY     - 1941     GOOD             NGS
 NQ0053  HISTORY     - 1976     GOOD             USGS
 NQ0053  HISTORY     - 19920817 GOOD             NGS
 NQ0053
 NQ0053                          STATION DESCRIPTION
 NQ0053
 NQ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0053'2.3 MI N FROM LUSK.
 NQ0053'2.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 NQ0053'AT LUSK, NIOBRARA COUNTY, 106 YARDS NORTH OF THE NORTH END OF A
 NQ0053'60-FOOT WOODEN BRIDGE, AT THE POINT WHERE THE RIGHT-OF-WAY CHANGES
 NQ0053'ITS WIDTH FROM 150 FEET ON THE SOUTH TO 100 FEET ON THE NORTH,
 NQ0053'46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF THE
 NQ0053'RIGHT-OF-WAY FENCE, AND 6 FEET NORTH OF THE FENCE CORNER.  A
 NQ0053'STANDARD DISK, STAMPED D 54 1934 AND SET IN THE TOP OF A CONCRETE
 NQ0053'POST.
 NQ0053
 NQ0053                          STATION RECOVERY (1976)
 NQ0053
 NQ0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NQ0053'DUE TO ROAD CHANGES A NEW DESCRIPTION FOLLOWS. TO REACH THE MARK FROM
 NQ0053'THE RAILROAD STATION IN LUSK GO NORTH ON U.S. HIGHWAY 85 FOR 2.2
 NQ0053'MILES TO A GRAVEL SIDE ROAD LEFT. TURN LEFT AND GO WEST ON THE GRAVEL
 NQ0053'ROAD FOR 0.1 MILE TO A SHARP TURN TO THE LEFT. FOLLOW THE ROAD SOUTH
 NQ0053'0.5 MILE TO A SHARP BEND TO THE RIGHT. CONTINUE WEST ON THE GRAVEL
 NQ0053'ROAD FOR ABOUT 0.2 MILE ANOTHER SHARP JOG JOG WHERE THE GRAVEL ROAD
 NQ0053'CROSSES THE OLD HIGHWAY ROAD BED AND THE MARK. THE MARK IS ON THE
 NQ0053'NORTHWEST SIDE OF THE ROAD, 49 FEET SOUTHWEST OF A POINT WHERE A
 NQ0053'FENCE THE MARK IS ON TH NORTHWEST SIDE OF THE ROAD, 49 FEET SOUTHWEST
 NQ0053'OF A POINT WHERE A FENCE CROSSES THE ROAD BED, 8 FEET NORTHEAST ALONG
 NQ0053'THE FENCE FROM A FENCE CORNER IN THE NORTH RIGHT OF WAY FENCE. THE
 NQ0053'MARK IS A STANDARD DISK SET IN THE TOP OF A SIX
 NQ0053
 NQ0053                          STATION RECOVERY (1992)
 NQ0053
 NQ0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NQ0053'STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTH OF LUSK, 0.4 KM (0.2 MI)
 NQ0053'NORTHEAST OF NEW HIGHWAYS 18 AND 85, ALONG THE OLD HIGHWAY, AT A
 NQ0053'GRAVEL CROSSROAD, UNDER A DIAGONAL BRACE TO A RIGHT-OF-WAY FENCE
 NQ0053'(EASILY REMOVABLE), IN WEEDS.  OWNERSHIP--UNKNOWN.
 NQ0053'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 18, 85 AND 20 EAST IN
 NQ0053'LUSK, GO NORTH ON HIGHWAYS 18 AND 85 FOR 1.89 KM (1.17 MI) TO A
 NQ0053'UTILITY LINE ACROSS THE HIGHWAY.  CONTINUE AHEAD FOR 1.81 KM
 NQ0053'(1.12 MI) TO A PAVED ROAD LEFT UP A CUTBANK (AT MILE 152.1).  TURN
 NQ0053'LEFT, WEST, ON PAVED ROAD FOR 0.08 KM (0.05 MI) TO PAVEMENT END.
 NQ0053'CONTINUE AHEAD, SOUTH, THEN WEST, ON GRAVEL ROAD FOR 0.33 KM
 NQ0053'(0.21 MI) TO JOG IN ROAD AT OLD HIGHWAY AND STATION ON THE RIGHT
 NQ0053'ACROSS THE OLD HIGHWAY.
 NQ0053'STATION MARK IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST
 NQ0053'PROJECTING 10 CM ABOVE GROUND.  IT IS UNDER THE FENCE, 15.0 M
 NQ0053'(49.2 FT) WEST OF AND 0.5 M (1.6 FT) LOWER THAN THE OLD HIGHWAY
 NQ0053'CENTER, 15.7 M (51.5 FT) NORTH OF THE ROAD CENTER LEADING WEST, 1.9 M
 NQ0053'(6.2 FT) EAST-NORTHEAST OF A FENCE CORNER POST, AND 0.7 M (2.3 FT)
 NQ0053'WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0164 ***********************************************************************
 OU0164  DESIGNATION -  D 55
 OU0164  PID         -  OU0164
 OU0164  STATE/COUNTY-  WY/NIOBRARA
 OU0164  USGS QUAD   -  DIXON RANCH (1981)
 OU0164
 OU0164                         *CURRENT SURVEY CONTROL
 OU0164  ___________________________________________________________________
 OU0164* NAD 83(1986)-  43 20 59.     (N)    104 41 20.     (W)     SCALED    
 OU0164* NAVD 88     -      1341.865  (meters)    4402.44   (feet)  ADJUSTED  
 OU0164  ___________________________________________________________________
 OU0164  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 OU0164  DYNAMIC HT  -        1341.165 (meters)    4400.14  (feet)  COMP
 OU0164  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 OU0164
 OU0164  VERT ORDER  -  SECOND    CLASS 0
 OU0164
 OU0164.The horizontal coordinates were scaled from a topographic map and have
 OU0164.an estimated accuracy of +/- 6 seconds.
 OU0164
 OU0164.The orthometric height was determined by differential leveling
 OU0164.and adjusted by the National Geodetic Survey in June 1991..
 OU0164
 OU0164.The geoid height was determined by GEOID03.
 OU0164
 OU0164.The dynamic height is computed by dividing the NAVD 88
 OU0164.geopotential number by the normal gravity value computed on the
 OU0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0164.degrees latitude (g = 980.6199 gals.).
 OU0164
 OU0164.The modeled gravity was interpolated from observed gravity values.
 OU0164
 OU0164;                    North         East    Units  Estimated Accuracy
 OU0164;SPC WY E     -   316,620.      238,730.      MT  (+/- 180 meters Scaled)
 OU0164
 OU0164                          SUPERSEDED SURVEY CONTROL
 OU0164
 OU0164  NGVD 29 (??/??/92) 1341.130  (m)         4400.02   (f) ADJ UNCH    2 0
 OU0164
 OU0164.Superseded values are not recommended for survey control.
 OU0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0164.See file dsdata.txt to determine how the superseded data were derived.
 OU0164
 OU0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH252996(NAD 83)
 OU0164_MARKER: DB = BENCH MARK DISK
 OU0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0164_STAMPING: D 55 1934
 OU0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0164+STABILITY: SURFACE MOTION
 OU0164
 OU0164  HISTORY     - Date     Condition        Report By
 OU0164  HISTORY     - 1934     MONUMENTED       CGS
 OU0164  HISTORY     - 1957     GOOD             NGS
 OU0164  HISTORY     - 1976     GOOD             USGS
 OU0164
 OU0164                          STATION DESCRIPTION
 OU0164
 OU0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0164'22.4 MI SE FROM DULL CENTER.
 OU0164'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0164'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0164'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0164'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK, ROAD, THENCE
 OU0164'11.9 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.4 MILE
 OU0164'SOUTHEAST OF A WINDMILL, 0.1 MILE SOUTHEAST OF THE TOP OF A
 OU0164'HILL, 75 YARDS SOUTHWEST OF THE SOUTHWEST EDGE OF A GULLY, 98
 OU0164'FEET NORTHEAST OF A FENCE, 37 FEET NORTHEAST OF THE CENTER LINE OF
 OU0164'A ROAD, 1 FOOT NORTHEAST OF A WITNESS POST, SET IN THE TOP OF
 OU0164'A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, IN
 OU0164'SECTION 20, TOWNSHIP 39 NORTH, RANGE 65 WEST.
 OU0164
 OU0164                          STATION RECOVERY (1976)
 OU0164
 OU0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0164'LANCE CREEK POST OFFICE, 2.4 MI EAST FROM, ALONG STATE HWY. 270,
 OU0164'THENCE 23.1 MI NORTH ALONG A PAVED AND GRADED RD., NEAR THE 1/4 COR.
 OU0164'BETWEEN SECS. 17 & 20, T 39 N, R 65 W, 1.0 MI NORTH OF THE ENTRANCE
 OU0164'TO THE DIXON RANCH, 0.4 MI SOUTH OF AN OLD ADOBE HOUSE, 0.1 MI SE. OF
 OU0164'THE TOP OF A HILL, 75 YD LINE OF THE RD., SET IN THE TOP OF A
 OU0164'CONCRETE POST PROJECTING 0.7 FT, STANDARD DISK STAMPED "D 55 1976".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0191 ***********************************************************************
 OU0191  DESIGNATION -  D 56
 OU0191  PID         -  OU0191
 OU0191  STATE/COUNTY-  WY/WESTON
 OU0191  USGS QUAD   -  THE NOSE WEST (1982)
 OU0191
 OU0191                         *CURRENT SURVEY CONTROL
 OU0191  ___________________________________________________________________
 OU0191* NAD 83(1986)-  43 36 45.     (N)    104 42 32.     (W)     SCALED    
 OU0191* NAVD 88     -      1304.894  (meters)    4281.14   (feet)  ADJUSTED  
 OU0191  ___________________________________________________________________
 OU0191  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 OU0191  DYNAMIC HT  -        1304.251 (meters)    4279.03  (feet)  COMP
 OU0191  MODELED GRAV-     980,081.4   (mgal)                       NAVD 88
 OU0191
 OU0191  VERT ORDER  -  SECOND    CLASS 0
 OU0191
 OU0191.The horizontal coordinates were scaled from a topographic map and have
 OU0191.an estimated accuracy of +/- 6 seconds.
 OU0191
 OU0191.The orthometric height was determined by differential leveling
 OU0191.and adjusted by the National Geodetic Survey in June 1991..
 OU0191
 OU0191.The geoid height was determined by GEOID03.
 OU0191
 OU0191.The dynamic height is computed by dividing the NAVD 88
 OU0191.geopotential number by the normal gravity value computed on the
 OU0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0191.degrees latitude (g = 980.6199 gals.).
 OU0191
 OU0191.The modeled gravity was interpolated from observed gravity values.
 OU0191
 OU0191;                    North         East    Units  Estimated Accuracy
 OU0191;SPC WY E     -   345,800.      236,950.      MT  (+/- 180 meters Scaled)
 OU0191
 OU0191                          SUPERSEDED SURVEY CONTROL
 OU0191
 OU0191  NGVD 29 (??/??/92) 1304.183  (m)         4278.81   (f) ADJ UNCH    2 0
 OU0191
 OU0191.Superseded values are not recommended for survey control.
 OU0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0191.See file dsdata.txt to determine how the superseded data were derived.
 OU0191
 OU0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ234288(NAD 83)
 OU0191_MARKER: DB = BENCH MARK DISK
 OU0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0191_STAMPING: D 56 1934
 OU0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0191+STABILITY: SURFACE MOTION
 OU0191
 OU0191  HISTORY     - Date     Condition        Report By
 OU0191  HISTORY     - 1934     MONUMENTED       CGS
 OU0191  HISTORY     - 1975     GOOD             USGS
 OU0191
 OU0191                          STATION DESCRIPTION
 OU0191
 OU0191'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 OU0191'2.6 MI N FROM HAMPSHIRE.
 OU0191'NEWCASTLE, WESTON CO., WYO., JCT. U.S. HWY 16 AND STATE HWY
 OU0191'450 - 3 MILES WEST FROM , THENCE, 25 MILES SOUTHWEST ALONG
 OU0191'HWY 450, THENCE, 6.1 MILES SOUTH ALONG COUNTY ROAD TO BEND, THENCE,
 OU0191'SOUTH 0.6 MILE ALONG OLD ROADWAY TO RIDGE TOP.  32 FEET EAST
 OU0191'OF THE CENTERLINE OF OLD ROAD AND 3 FEET WEST OF A FENCE LINE.
 OU0191'A STANDARD DISK, STAMPED D 56 1934 AND SET IN THE TOP OF A
 OU0191'CONCRETE POST WHICH PROJECTS ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0216 ***********************************************************************
 OU0216  DESIGNATION -  D 57
 OU0216  PID         -  OU0216
 OU0216  STATE/COUNTY-  WY/CONVERSE
 OU0216  USGS QUAD   -  TIN CAN LAKE (1971)
 OU0216
 OU0216                         *CURRENT SURVEY CONTROL
 OU0216  ___________________________________________________________________
 OU0216* NAD 83(1986)-  43 16 36.     (N)    105 12 00.     (W)     SCALED    
 OU0216* NAVD 88     -      1467.825  (meters)    4815.69   (feet)  ADJUSTED  
 OU0216  ___________________________________________________________________
 OU0216  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 OU0216  DYNAMIC HT  -        1467.017 (meters)    4813.04  (feet)  COMP
 OU0216  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 OU0216
 OU0216  VERT ORDER  -  SECOND    CLASS 0
 OU0216
 OU0216.The horizontal coordinates were scaled from a topographic map and have
 OU0216.an estimated accuracy of +/- 6 seconds.
 OU0216
 OU0216.The orthometric height was determined by differential leveling
 OU0216.and adjusted by the National Geodetic Survey in June 1991..
 OU0216
 OU0216.The geoid height was determined by GEOID03.
 OU0216
 OU0216.The dynamic height is computed by dividing the NAVD 88
 OU0216.geopotential number by the normal gravity value computed on the
 OU0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0216.degrees latitude (g = 980.6199 gals.).
 OU0216
 OU0216.The modeled gravity was interpolated from observed gravity values.
 OU0216
 OU0216;                    North         East    Units  Estimated Accuracy
 OU0216;SPC WY E     -   308,390.      197,290.      MT  (+/- 180 meters Scaled)
 OU0216
 OU0216                          SUPERSEDED SURVEY CONTROL
 OU0216
 OU0216  NGVD 29 (??/??/92) 1467.038  (m)         4813.11   (f) ADJ UNCH    2 0
 OU0216
 OU0216.Superseded values are not recommended for survey control.
 OU0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0216.See file dsdata.txt to determine how the superseded data were derived.
 OU0216
 OU0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH837915(NAD 83)
 OU0216_MARKER: DB = BENCH MARK DISK
 OU0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0216_STAMPING: D-57 1934
 OU0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0216+STABILITY: SURFACE MOTION
 OU0216
 OU0216  HISTORY     - Date     Condition        Report By
 OU0216  HISTORY     - UNK      MONUMENTED
 OU0216  HISTORY     - 1985     GOOD             DMA
 OU0216
 OU0216                          STATION DESCRIPTION
 OU0216
 OU0216'DESCRIBED UNK
 OU0216'6 MI NE FROM DRY CREEK.
 OU0216'2 MILES NORTH ALONG STATE HIGHWAY 387 FROM THE COMMUNITY CENTER
 OU0216'AT DRY CREEK, CONVERSE COUNTY, THENCE ABOUT 4 MILES EAST ALONG
 OU0216'THE ROAD LEADING TO DULL CENTER, IN THE NORTHEAST QUADRANT OF
 OU0216'A CROSSROADS, 44 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST
 OU0216'ROAD, 44 FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 OU0216'ROAD, 4 FEET NORTH OF A RIGHT-OF-WAY FENCE.  AND 4 FEET EAST OF
 OU0216'ANOTHER FENCE.  A STANDARD DISK, STAMPED D 57 1934 AND SET IN
 OU0216'THE TOP OF A CONCRETE POST.  NOTE-- THE COMMUNITY OF DRY CREEK
 OU0216'IS NOW KNOWN AS BILL.
 OU0216
 OU0216                          STATION RECOVERY (1985)
 OU0216
 OU0216'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 OU0216'NEW DESC: FROM POST OFFICE AT BILL, CONVERSE COUNTY PROCEED EAST 3
 OU0216'MILES ON DULL CENTER ROAD TO A CROSSROAD, TURN LEFT (NORTH) AND
 OU0216'PROCEED 3 MILES TO A ROAD RIGHT (EAST) . MARK IS NORTHEAST CORNER OF
 OU0216'INTERSECTION, 44 FEET NORTH OF CENTERLINE OF THE EAST-WEST ROAD, 44
 OU0216'FEET EAST OF THE CENTER-LINE OF THE NORTH-SOUTH ROAD, 4 FEET NORTH OF
 OU0216'A RIGHT-OF-WAY FENCE. A STANDARD DISK STAMPED 'D 57 A 34' SET IN TOP
 OU0216'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0262 ***********************************************************************
 OU0262  DESIGNATION -  D 58
 OU0262  PID         -  OU0262
 OU0262  STATE/COUNTY-  WY/CAMPBELL
 OU0262  USGS QUAD   -  RATTLESNAKE DRAW (1984)
 OU0262
 OU0262                         *CURRENT SURVEY CONTROL
 OU0262  ___________________________________________________________________
 OU0262* NAD 83(1986)-  43 40 56.     (N)    105 30 56.     (W)     SCALED    
 OU0262* NAVD 88     -      1546.935  (meters)    5075.24   (feet)  ADJUSTED  
 OU0262  ___________________________________________________________________
 OU0262  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 OU0262  DYNAMIC HT  -        1546.100 (meters)    5072.50  (feet)  COMP
 OU0262  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 OU0262
 OU0262  VERT ORDER  -  SECOND    CLASS 0
 OU0262
 OU0262.The horizontal coordinates were scaled from a topographic map and have
 OU0262.an estimated accuracy of +/- 6 seconds.
 OU0262
 OU0262.The orthometric height was determined by differential leveling
 OU0262.and adjusted by the National Geodetic Survey in June 1991..
 OU0262
 OU0262.The geoid height was determined by GEOID03.
 OU0262
 OU0262.The dynamic height is computed by dividing the NAVD 88
 OU0262.geopotential number by the normal gravity value computed on the
 OU0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0262.degrees latitude (g = 980.6199 gals.).
 OU0262
 OU0262.The modeled gravity was interpolated from observed gravity values.
 OU0262
 OU0262;                    North         East    Units  Estimated Accuracy
 OU0262;SPC WY E     -   353,500.      171,870.      MT  (+/- 180 meters Scaled)
 OU0262
 OU0262                          SUPERSEDED SURVEY CONTROL
 OU0262
 OU0262  NGVD 29 (??/??/92) 1546.124  (m)         5072.58   (f) ADJ UNCH    2 0
 OU0262
 OU0262.Superseded values are not recommended for survey control.
 OU0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0262.See file dsdata.txt to determine how the superseded data were derived.
 OU0262
 OU0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ584367(NAD 83)
 OU0262_MARKER: DB = BENCH MARK DISK
 OU0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0262_STAMPING: D 58 1934
 OU0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0262+STABILITY: SURFACE MOTION
 OU0262
 OU0262  HISTORY     - Date     Condition        Report By
 OU0262  HISTORY     - 1934     MONUMENTED       CGS
 OU0262  HISTORY     - 1960     GOOD             USGS
 OU0262
 OU0262                          STATION DESCRIPTION
 OU0262
 OU0262'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 OU0262'6 MI S FROM RENO JUNCTION.
 OU0262'6.0 MI. S. ALONG STATE HWY. 59 FROM RENO JUNCTION, THENCE 2.5
 OU0262'MI. W. ALONG RD. TO COSNER RANCH, IN THE SW 1/4 SEC. 21, T.
 OU0262'43 N., E. 72 W., ABOUT 400 FT. SE OF THE COSNER RANCH BUILDINGS,
 OU0262'48 FT. S. OF CENTER OF RD.  A STD. DISK STAMPED D 58 1934 AND
 OU0262'SET IN A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0323 ***********************************************************************
 NQ0323  DESIGNATION -  D 59
 NQ0323  PID         -  NQ0323
 NQ0323  STATE/COUNTY-  WY/CONVERSE
 NQ0323  USGS QUAD   -  ANTELOPE CREEK (1973)
 NQ0323
 NQ0323                         *CURRENT SURVEY CONTROL
 NQ0323  ___________________________________________________________________
 NQ0323* NAD 83(1986)-  42 50 38.     (N)    105 17 19.     (W)     SCALED    
 NQ0323* NAVD 88     -      1598.252  (meters)    5243.60   (feet)  ADJUSTED  
 NQ0323  ___________________________________________________________________
 NQ0323  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 NQ0323  DYNAMIC HT  -        1597.242 (meters)    5240.28  (feet)  COMP
 NQ0323  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 NQ0323
 NQ0323  VERT ORDER  -  SECOND    CLASS 0
 NQ0323
 NQ0323.The horizontal coordinates were scaled from a topographic map and have
 NQ0323.an estimated accuracy of +/- 6 seconds.
 NQ0323
 NQ0323.The orthometric height was determined by differential leveling
 NQ0323.and adjusted by the National Geodetic Survey in June 1991..
 NQ0323
 NQ0323.The geoid height was determined by GEOID03.
 NQ0323
 NQ0323.The dynamic height is computed by dividing the NAVD 88
 NQ0323.geopotential number by the normal gravity value computed on the
 NQ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0323.degrees latitude (g = 980.6199 gals.).
 NQ0323
 NQ0323.The modeled gravity was interpolated from observed gravity values.
 NQ0323
 NQ0323;                    North         East    Units  Estimated Accuracy
 NQ0323;SPC WY E     -   260,320.      190,030.      MT  (+/- 180 meters Scaled)
 NQ0323
 NQ0323                          SUPERSEDED SURVEY CONTROL
 NQ0323
 NQ0323  NGVD 29 (??/??/92) 1597.38   (m)         5240.7    (f) COMPUTED    2 0
 NQ0323
 NQ0323.Superseded values are not recommended for survey control.
 NQ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0323.See file dsdata.txt to determine how the superseded data were derived.
 NQ0323
 NQ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH764435(NAD 83)
 NQ0323_MARKER: DB = BENCH MARK DISK
 NQ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0323_STAMPING: D 59 1934
 NQ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0323+STABILITY: SURFACE MOTION
 NQ0323
 NQ0323  HISTORY     - Date     Condition        Report By
 NQ0323  HISTORY     - 1934     MONUMENTED       CGS
 NQ0323  HISTORY     - 1947     GOOD             NGS
 NQ0323
 NQ0323                          STATION DESCRIPTION
 NQ0323
 NQ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0323'7.7 MI NE FROM DOUGLAS.
 NQ0323'ABOUT 7.7 MILES NORTHEAST ALONG STATE HIGHWAY 185 FROM THE POST
 NQ0323'OFFICE AT DOUGLAS, CONVERSE COUNTY, ABOUT 100 FEET SOUTH OF THE
 NQ0323'TOP OF A LONG HILL, 98.0 FEET WEST OF THE CENTER LINE OF THE
 NQ0323'HIGHWAY, AND 2.0 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NQ0323'DISK, STAMPED D 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NQ0323
 NQ0323                          STATION RECOVERY (1947)
 NQ0323
 NQ0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 NQ0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0126 ***********************************************************************
 MR0126  DESIGNATION -  D 6
 MR0126  PID         -  MR0126
 MR0126  STATE/COUNTY-  WY/UINTA
 MR0126  USGS QUAD   -  PIEDMONT RESERVOIR (1978)
 MR0126
 MR0126                         *CURRENT SURVEY CONTROL
 MR0126  ___________________________________________________________________
 MR0126* NAD 83(1986)-  41 14 41.     (N)    110 41 53.     (W)     SCALED    
 MR0126* NAVD 88     -      2138.832  (meters)    7017.15   (feet)  POSTED    
 MR0126  ___________________________________________________________________
 MR0126  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MR0126  DYNAMIC HT  -        2136.860 (meters)    7010.68  (feet)  COMP
 MR0126  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 MR0126
 MR0126  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MR0126
 MR0126.The horizontal coordinates were scaled from a topographic map and have
 MR0126.an estimated accuracy of +/- 6 seconds.
 MR0126
 MR0126.The orthometric height was determined by differential leveling
 MR0126.and adjusted by the National Geodetic Survey in 1992..
 MR0126.No vertical observational check was made to the station.
 MR0126.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MR0126.was located on a no-check spur therefore a value was not computed.
 MR0126
 MR0126.The geoid height was determined by GEOID03.
 MR0126
 MR0126.The dynamic height is computed by dividing the NAVD 88
 MR0126.geopotential number by the normal gravity value computed on the
 MR0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0126.degrees latitude (g = 980.6199 gals.).
 MR0126
 MR0126.The modeled gravity was interpolated from observed gravity values.
 MR0126
 MR0126;                    North         East    Units  Estimated Accuracy
 MR0126;SPC WY W     -   182,880.      748,480.      MT  (+/- 180 meters Scaled)
 MR0126
 MR0126                          SUPERSEDED SURVEY CONTROL
 MR0126
 MR0126.No superseded survey control is available for this station.
 MR0126
 MR0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL253659(NAD 83)
 MR0126_MARKER: Q = CHISELED SQUARE
 MR0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0126_SP_SET: LIMESTONE POST
 MR0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0126+STABILITY: SURFACE MOTION
 MR0126
 MR0126  HISTORY     - Date     Condition        Report By
 MR0126  HISTORY     - 1903     MONUMENTED       CGS
 MR0126  HISTORY     - 1958     MARK NOT FOUND   NGS
 MR0126  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0126
 MR0126                          STATION DESCRIPTION
 MR0126
 MR0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0126'SPRING VALLEY.
 MR0126'AT THE FORMER SITE OF SPRING VALLEY, UINTA COUNTY, ON THE UNION
 MR0126'PACIFIC RAILROAD RIGHT-OF-WAY, 100 FEET WEST OF THE WATER TANK, AND 40
 MR0126'FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE BOTTOM OF A SQUARE
 MR0126'HOLE, SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 MR0126
 MR0126                          STATION RECOVERY (1983)
 MR0126
 MR0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0159 ***********************************************************************
 PV0159  DESIGNATION -  D 60
 PV0159  PID         -  PV0159
 PV0159  STATE/COUNTY-  WY/CROOK
 PV0159  USGS QUAD   -  OSHOTO (1984)
 PV0159
 PV0159                         *CURRENT SURVEY CONTROL
 PV0159  ___________________________________________________________________
 PV0159* NAD 83(1986)-  44 35 01.     (N)    104 58 03.     (W)     SCALED    
 PV0159* NAVD 88     -      1286.662  (meters)    4221.32   (feet)  ADJUSTED  
 PV0159  ___________________________________________________________________
 PV0159  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 PV0159  DYNAMIC HT  -        1286.184 (meters)    4219.76  (feet)  COMP
 PV0159  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 PV0159  OBS GRAVITY -     980,200.6   (mgal)                       GRAV_OBS
 PV0159
 PV0159  VERT ORDER  -  SECOND    CLASS 0
 PV0159
 PV0159.The horizontal coordinates were scaled from a topographic map and have
 PV0159.an estimated accuracy of +/- 6 seconds.
 PV0159
 PV0159.The orthometric height was determined by differential leveling
 PV0159.and adjusted by the National Geodetic Survey in June 1991..
 PV0159
 PV0159.The geoid height was determined by GEOID03.
 PV0159
 PV0159.The dynamic height is computed by dividing the NAVD 88
 PV0159.geopotential number by the normal gravity value computed on the
 PV0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0159.degrees latitude (g = 980.6199 gals.).
 PV0159
 PV0159.The modeled gravity was interpolated from observed gravity values.
 PV0159.The observed gravity was obtained from relative gravimeter ties
 PV0159.to the IGSN71 gravity network.
 PV0159
 PV0159;                    North         East    Units  Estimated Accuracy
 PV0159;SPC WY E     -   453,610.      215,820.      MT  (+/- 180 meters Scaled)
 PV0159
 PV0159                          SUPERSEDED SURVEY CONTROL
 PV0159
 PV0159  NGVD 29 (??/??/92) 1286.017  (m)         4219.21   (f) ADJ UNCH    2 0
 PV0159
 PV0159.Superseded values are not recommended for survey control.
 PV0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0159.See file dsdata.txt to determine how the superseded data were derived.
 PV0159
 PV0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK025366(NAD 83)
 PV0159_MARKER: DB = BENCH MARK DISK
 PV0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0159_STAMPING: D 60 1934
 PV0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0159+STABILITY: SURFACE MOTION
 PV0159
 PV0159  HISTORY     - Date     Condition        Report By
 PV0159  HISTORY     - 1934     MONUMENTED       CGS
 PV0159  HISTORY     - 1955     GOOD             USGS
 PV0159  HISTORY     - 1982     GOOD             USGS
 PV0159
 PV0159                          STATION DESCRIPTION
 PV0159
 PV0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0159'14 MI S FROM STRONER.
 PV0159'14.0 MILES SOUTH ALONG THE ROAD LEADING TO CARLILE FROM STRONER,
 PV0159'CROOK COUNTY, ABOUT 1.7 MILES WEST OF THE GENERAL STORE AT
 PV0159'OSHOTO, AT THE JUNCTION WITH THE ROAD LEADING TO OSHOTO, 43.5
 PV0159'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING TO STRONER, 33
 PV0159'FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING TO OSHOTO,
 PV0159'AND 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 PV0159'STAMPED D 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PV0159
 PV0159                          STATION RECOVERY (1955)
 PV0159
 PV0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PV0159'RECOVERED IN GOOD CONDITION.
 PV0159
 PV0159                          STATION RECOVERY (1982)
 PV0159
 PV0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PV0159'OSHOTO, 0.5 MILE SOUTH AND 1.5 MILE WEST OF, APPROXIMATELY NEAR
 PV0159'CENTER OF NORTHEAST 1/4 SECTION 13, T. 53 N., R. 68 W., 1340 FEET
 PV0159'NORTHWEST ALONG ROAD FROM CENTERLINE OF Y-RD. JCT., 35 FEET NORMAL
 PV0159'AND ON NORTHEAST SIDE OF CENTERLINE ROAD. 37.8 FEET HIGHER THAN
 PV0159'CENTERLINE Y-RD. JCT., 1.5 FEET SOUTHWEST OF FENCE, SET IN THE TOP OF
 PV0159'CONCRETE POST PROJECTING ABOUT 2 INCHES, A STANDARD DISK, STAMPED 'D
 PV0159'60 1934'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0066 ***********************************************************************
 PV0066  DESIGNATION -  D 62
 PV0066  PID         -  PV0066
 PV0066  STATE/COUNTY-  WY/CROOK
 PV0066  USGS QUAD   -  SUNDANCE EAST (1984)
 PV0066
 PV0066                         *CURRENT SURVEY CONTROL
 PV0066  ___________________________________________________________________
 PV0066* NAD 83(1986)-  44 26 25.     (N)    104 16 43.     (W)     SCALED    
 PV0066* NAVD 88     -      1374.392  (meters)    4509.15   (feet)  ADJUSTED  
 PV0066  ___________________________________________________________________
 PV0066  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 PV0066  DYNAMIC HT  -        1373.879 (meters)    4507.47  (feet)  COMP
 PV0066  MODELED GRAV-     980,195.8   (mgal)                       NAVD 88
 PV0066
 PV0066  VERT ORDER  -  SECOND    CLASS 0
 PV0066
 PV0066.The horizontal coordinates were scaled from a topographic map and have
 PV0066.an estimated accuracy of +/- 6 seconds.
 PV0066
 PV0066.The orthometric height was determined by differential leveling
 PV0066.and adjusted by the National Geodetic Survey in June 1991..
 PV0066
 PV0066.The geoid height was determined by GEOID03.
 PV0066
 PV0066.The dynamic height is computed by dividing the NAVD 88
 PV0066.geopotential number by the normal gravity value computed on the
 PV0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0066.degrees latitude (g = 980.6199 gals.).
 PV0066
 PV0066.The modeled gravity was interpolated from observed gravity values.
 PV0066
 PV0066;                    North         East    Units  Estimated Accuracy
 PV0066;SPC WY E     -   438,050.      270,690.      MT  (+/- 180 meters Scaled)
 PV0066
 PV0066                          SUPERSEDED SURVEY CONTROL
 PV0066
 PV0066  NGVD 29 (??/??/92) 1373.796  (m)         4507.20   (f) ADJ UNCH    2 0
 PV0066
 PV0066.Superseded values are not recommended for survey control.
 PV0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0066.See file dsdata.txt to determine how the superseded data were derived.
 PV0066
 PV0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK574210(NAD 83)
 PV0066_MARKER: DB = BENCH MARK DISK
 PV0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0066_STAMPING: D 62 1934
 PV0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0066+STABILITY: SURFACE MOTION
 PV0066
 PV0066  HISTORY     - Date     Condition        Report By
 PV0066  HISTORY     - 1934     MONUMENTED       CGS
 PV0066  HISTORY     - 1957     GOOD             NGS
 PV0066
 PV0066                          STATION DESCRIPTION
 PV0066
 PV0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0066'5.7 MI NE FROM SUNDANCE.
 PV0066'4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE COUNTY
 PV0066'COURTHOUSE AT SUNDANCE, CROOK COUNTY, 0.6 MILE SOUTH ALONG
 PV0066'STATE SECONDARY 114 TO MOSKEE, 0.7 MILES EAST ALONG OLD HIGHWAY
 PV0066'GRADE, 54 FEET WEST CENTERLINE OF OLD HIGHWAY GRADE, AND SET
 PV0066'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0021 ***********************************************************************
 MO0021  DESIGNATION -  D 63 RESET
 MO0021  PID         -  MO0021
 MO0021  STATE/COUNTY-  WY/GOSHEN
 MO0021  USGS QUAD   -  YODER (1990)
 MO0021
 MO0021                         *CURRENT SURVEY CONTROL
 MO0021  ___________________________________________________________________
 MO0021* NAD 83(1986)-  41 54 51.     (N)    104 18 39.     (W)     SCALED    
 MO0021* NAVD 88     -      1295.85   (meters)    4251.5    (feet)  RESET     
 MO0021  ___________________________________________________________________
 MO0021  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 MO0021
 MO0021  VERT ORDER  -  THIRD
 MO0021
 MO0021.The horizontal coordinates were scaled from a topographic map and have
 MO0021.an estimated accuracy of +/- 6 seconds.
 MO0021
 MO0021.The orthometric height was computed from unverified reset data.
 MO0021.No vertical observational check was made to the station.
 MO0021
 MO0021.The geoid height was determined by GEOID03.
 MO0021
 MO0021;                    North         East    Units  Estimated Accuracy
 MO0021;SPC WY E     -   157,400.      271,000.      MT  (+/- 180 meters Scaled)
 MO0021
 MO0021                          SUPERSEDED SURVEY CONTROL
 MO0021
 MO0021  NGVD 29 (??/??/??) 1295.08   (m)         4248.9    (f) RESET       3  
 MO0021
 MO0021.Superseded values are not recommended for survey control.
 MO0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0021.See file dsdata.txt to determine how the superseded data were derived.
 MO0021
 MO0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG571404(NAD 83)
 MO0021_MARKER: DB = BENCH MARK DISK
 MO0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0021_STAMPING: D 63 RESET 1965
 MO0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0021+STABILITY: SURFACE MOTION
 MO0021
 MO0021  HISTORY     - Date     Condition        Report By
 MO0021  HISTORY     - 1965     MONUMENTED       CGS
 MO0021
 MO0021                          STATION DESCRIPTION
 MO0021
 MO0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 MO0021'0.8 MI SW FROM YODER.
 MO0021'0.8 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0021'STATION AT YODER, 0.12 MILE SOUTH OF MILEPOST 62, AT A WYE,
 MO0021'TO THE SOUTH OF A TRIANGLE FORMED BY A HIGHWAY CROSSING, 105 FEET
 MO0021'SOUTH OF THE CENTER OF THE INTERSECTION OF ROAD AND RAILROAD,
 MO0021'46.5 FEET WEST OF THE WEST RAIL OF THE WEST SET OF TRACKS,
 MO0021'1.5 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 MO0021'FENCE.  A STANDARD DISK, STAMPED D 63 RESET 1965 AND SET IN
 MO0021'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0181 ***********************************************************************
 NQ0181  DESIGNATION -  D 64
 NQ0181  PID         -  NQ0181
 NQ0181  STATE/COUNTY-  WY/GOSHEN
 NQ0181  USGS QUAD   -  FORT LARAMIE (1990)
 NQ0181
 NQ0181                         *CURRENT SURVEY CONTROL
 NQ0181  ___________________________________________________________________
 NQ0181* NAD 83(1986)-  42 14 16.     (N)    104 34 13.     (W)     SCALED    
 NQ0181* NAVD 88     -      1301.978  (meters)    4271.57   (feet)  ADJUSTED  
 NQ0181  ___________________________________________________________________
 NQ0181  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 NQ0181  DYNAMIC HT  -        1301.173 (meters)    4268.93  (feet)  COMP
 NQ0181  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 NQ0181
 NQ0181  VERT ORDER  -  SECOND    CLASS 0
 NQ0181
 NQ0181.The horizontal coordinates were scaled from a topographic map and have
 NQ0181.an estimated accuracy of +/- 6 seconds.
 NQ0181
 NQ0181.The orthometric height was determined by differential leveling
 NQ0181.and adjusted by the National Geodetic Survey in June 1991..
 NQ0181
 NQ0181.The geoid height was determined by GEOID03.
 NQ0181
 NQ0181.The dynamic height is computed by dividing the NAVD 88
 NQ0181.geopotential number by the normal gravity value computed on the
 NQ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0181.degrees latitude (g = 980.6199 gals.).
 NQ0181
 NQ0181.The modeled gravity was interpolated from observed gravity values.
 NQ0181
 NQ0181;                    North         East    Units  Estimated Accuracy
 NQ0181;SPC WY E     -   193,160.      249,220.      MT  (+/- 180 meters Scaled)
 NQ0181
 NQ0181                          SUPERSEDED SURVEY CONTROL
 NQ0181
 NQ0181  NGVD 29 (??/??/92) 1301.209  (m)         4269.05   (f) ADJ UNCH    2 0
 NQ0181
 NQ0181.Superseded values are not recommended for survey control.
 NQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0181.See file dsdata.txt to determine how the superseded data were derived.
 NQ0181
 NQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG354762(NAD 83)
 NQ0181_MARKER: DB = BENCH MARK DISK
 NQ0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0181_SP_SET: BRIDGE
 NQ0181_STAMPING: D 64 1934
 NQ0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0181
 NQ0181  HISTORY     - Date     Condition        Report By
 NQ0181  HISTORY     - 1934     MONUMENTED       CGS
 NQ0181
 NQ0181                          STATION DESCRIPTION
 NQ0181
 NQ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0181'3.3 MI NW FROM FORT LARAMIE.
 NQ0181'3.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0181'RAILROAD FROM THE STATION AT FORT LARAMIE, AT BRIDGE 85.33,
 NQ0181'IN THE CENTER OF THE TOP OF THE SOUTH END OF THE WEST ABUTMENT,
 NQ0181'5.6 FEET SOUTH OF THE SOUTH RAIL, AND 1.0 FOOT LOWER THAN THE
 NQ0181'TRACK.  A STANDARD DISK, STAMPED D 64 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0618 ***********************************************************************
 MO0618  DESIGNATION -  D 65
 MO0618  PID         -  MO0618
 MO0618  STATE/COUNTY-  WY/ALBANY
 MO0618  USGS QUAD   -  LARAMIE SW (1978)
 MO0618
 MO0618                         *CURRENT SURVEY CONTROL
 MO0618  ___________________________________________________________________
 MO0618* NAD 83(1993)-  41 19 07.46212(N)    105 38 05.00290(W)     ADJUSTED  
 MO0618* NAVD 88     -      2196.761  (meters)    7207.21   (feet)  ADJUSTED  
 MO0618  ___________________________________________________________________
 MO0618  X           -  -1,293,329.601 (meters)                     COMP
 MO0618  Y           -  -4,621,371.349 (meters)                     COMP
 MO0618  Z           -   4,190,516.687 (meters)                     COMP
 MO0618  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 MO0618  ELLIP HEIGHT-        2185.28  (meters)          (04/29/02) GPS OBS
 MO0618  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 MO0618  DYNAMIC HT  -        2194.866 (meters)    7200.99  (feet)  COMP
 MO0618  MODELED GRAV-     979,680.6   (mgal)                       NAVD 88
 MO0618
 MO0618  HORZ ORDER  -  FIRST
 MO0618  VERT ORDER  -  FIRST     CLASS II
 MO0618  ELLP ORDER  -  THIRD     CLASS I
 MO0618
 MO0618.The horizontal coordinates were established by GPS observations
 MO0618.and adjusted by the National Geodetic Survey in April 2002..
 MO0618
 MO0618.The orthometric height was determined by differential leveling
 MO0618.and adjusted by the National Geodetic Survey in June 1991..
 MO0618
 MO0618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO0618
 MO0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0618
 MO0618.The ellipsoidal height was determined by GPS observations
 MO0618.and is referenced to NAD 83.
 MO0618
 MO0618.The geoid height was determined by GEOID03.
 MO0618
 MO0618.The dynamic height is computed by dividing the NAVD 88
 MO0618.geopotential number by the normal gravity value computed on the
 MO0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0618.degrees latitude (g = 980.6199 gals.).
 MO0618
 MO0618.The modeled gravity was interpolated from observed gravity values.
 MO0618
 MO0618;                    North         East     Units Scale Factor Converg.
 MO0618;SPC WY E     -    91,022.787   160,812.704   MT  0.99995639   -0 18 32.5
 MO0618;UTM  13      - 4,574,335.432   446,876.667   MT  0.99963473   -0 25 08.7
 MO0618
 MO0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0618!SPC WY E     -   0.99965735  x   0.99995639  =   0.99961375
 MO0618!UTM  13      -   0.99965735  x   0.99963473  =   0.99929220
 MO0618
 MO0618                          SUPERSEDED SURVEY CONTROL
 MO0618
 MO0618  NAVD 88 (04/29/02) 2196.76   (m)         7207.2    (f) LEVELING    3  
 MO0618  NGVD 29 (??/??/92) 2195.717  (m)         7203.78   (f) ADJ UNCH    1 2
 MO0618
 MO0618.Superseded values are not recommended for survey control.
 MO0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0618.See file dsdata.txt to determine how the superseded data were derived.
 MO0618
 MO0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4687774335(NAD 83)
 MO0618_MARKER: DB = BENCH MARK DISK
 MO0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0618_STAMPING: D 65 1934
 MO0618_MARK LOGO: CGS   
 MO0618_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0618+STABILITY: SURFACE MOTION
 MO0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0618+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2001
 MO0618
 MO0618  HISTORY     - Date     Condition        Report By
 MO0618  HISTORY     - 1934     MONUMENTED       CGS
 MO0618  HISTORY     - 1956     GOOD             NGS
 MO0618  HISTORY     - 1972     GOOD             LOCSUR
 MO0618  HISTORY     - 20010730 GOOD             NGS
 MO0618
 MO0618                          STATION DESCRIPTION
 MO0618
 MO0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0618'2.3 MI W FROM LARAMIE.
 MO0618'2.3 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0618'RAILROAD FROM THE STATION AT LARAMIE, 93.3 FEET SOUTH OF THE
 MO0618'7TH POLE WEST OF MILEPOST 2, AT A ROAD CROSSING, 60 FEET WEST
 MO0618'OF THE CENTER LINE OF A ROAD, 42.2 FEET SOUTHWEST OF THE SOUTHWEST
 MO0618'RAIL, 50 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT NORTHEAST OF
 MO0618'A FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF
 MO0618'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE
 MO0618'NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 16 NORTH, RANGE 74 WEST.
 MO0618
 MO0618                          STATION RECOVERY (1972)
 MO0618
 MO0618'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MO0618'RECOVERED IN GOOD CONDITION.
 MO0618
 MO0618                          STATION RECOVERY (2001)
 MO0618
 MO0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 MO0618'THE STATION IS LOCATED ABOUT 2 MI WEST OF LARAMIE, 2 MI EAST OF THE
 MO0618'LARAMIE REGIONAL-GENERAL BREES FIELD AIRPORT, IN THE NORTHWEST
 MO0618'QUADRANT OF THE JUNCTION OF A GRAVEL ROAD AND STATE HIGHWAY 130,
 MO0618'IN THE SOUTHWEST QUADRANT OF THE GRAVEL ROAD AND AN ABANDONED
 MO0618'RAILROAD BED,  ADJACENT TO A LARGE WOODEN FENCE POST AT THE EAST
 MO0618'END OF A FENCE, AND IN THE ROAD RIGHT-OF-WAY.  OWNERSHIP--WYOMING
 MO0618'DEPARTMENT OF TRANSPORTATION.
 MO0618'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 MO0618'HIGHWAY 80 AND STATE HIGHWAYS 130 AND 230 (EXIT 311), ON THE WEST
 MO0618'SIDE OF LARAMIE, GO WEST ON HIGHWAYS 130 AND 230 FOR 0.75 MI TO A
 MO0618'FORK.  TURN RIGHT, NORTHERLY, ON HIGHWAY 130 FOR 0.90 MI TO A GRAVEL
 MO0618'ROAD RIGHT NEAR THE WEST END OF A CURVE TO THE WEST.  TURN RIGHT,
 MO0618'NORTH, ON THE GRAVEL ROAD FOR ABOUT 300 FT TO THE STATION ON THE
 MO0618'LEFT.
 MO0618'THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 MO0618'PROJECTING 5 CM ABOVE THE GROUND.  IT IS 51.0 FT SOUTH-SOUTHWEST OF
 MO0618'THE CENTER OF THE ABANDONDED RAILROAD BED, 51.0 FT
 MO0618'WEST-NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, AND 4.5 FT
 MO0618'NORTH-NORTHEAST OF THE FENCE POST.
 MO0618' 
 MO0618'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0567 ***********************************************************************
 MO0567  DESIGNATION -  D 66
 MO0567  PID         -  MO0567
 MO0567  STATE/COUNTY-  WY/ALBANY
 MO0567  USGS QUAD   -  RED BUTTES (1978)
 MO0567
 MO0567                         *CURRENT SURVEY CONTROL
 MO0567  ___________________________________________________________________
 MO0567* NAD 83(1986)-  41 10 52.     (N)    105 35 41.     (W)     SCALED    
 MO0567* NAVD 88     -      2226.889  (meters)    7306.05   (feet)  ADJUSTED  
 MO0567  ___________________________________________________________________
 MO0567  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 MO0567  DYNAMIC HT  -        2224.884 (meters)    7299.47  (feet)  COMP
 MO0567  MODELED GRAV-     979,642.5   (mgal)                       NAVD 88
 MO0567
 MO0567  VERT ORDER  -  FIRST     CLASS II
 MO0567
 MO0567.The horizontal coordinates were scaled from a topographic map and have
 MO0567.an estimated accuracy of +/- 6 seconds.
 MO0567
 MO0567.The orthometric height was determined by differential leveling
 MO0567.and adjusted by the National Geodetic Survey in June 1991..
 MO0567.WARNING-Repeat measurements at this control monument indicate possible
 MO0567.vertical movement.
 MO0567
 MO0567.The geoid height was determined by GEOID03.
 MO0567
 MO0567.The dynamic height is computed by dividing the NAVD 88
 MO0567.geopotential number by the normal gravity value computed on the
 MO0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0567.degrees latitude (g = 980.6199 gals.).
 MO0567
 MO0567.The modeled gravity was interpolated from observed gravity values.
 MO0567
 MO0567;                    North         East    Units  Estimated Accuracy
 MO0567;SPC WY E     -    75,720.      164,090.      MT  (+/- 180 meters Scaled)
 MO0567
 MO0567                          SUPERSEDED SURVEY CONTROL
 MO0567
 MO0567  NGVD 29 (06/08/92) 2225.781  (m)         7302.42   (f) ADJUSTED    1 2
 MO0567
 MO0567.Superseded values are not recommended for survey control.
 MO0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0567.See file dsdata.txt to determine how the superseded data were derived.
 MO0567
 MO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF501590(NAD 83)
 MO0567_MARKER: DB = BENCH MARK DISK
 MO0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0567_STAMPING: D 66 1934
 MO0567_MARK LOGO: CGS   
 MO0567_PROJECTION: FLUSH
 MO0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0567+STABILITY: SURFACE MOTION
 MO0567
 MO0567  HISTORY     - Date     Condition        Report By
 MO0567  HISTORY     - 1934     MONUMENTED       CGS
 MO0567  HISTORY     - 1956     GOOD             NGS
 MO0567  HISTORY     - 1983     GOOD             NGS
 MO0567
 MO0567                          STATION DESCRIPTION
 MO0567
 MO0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0567'AT RED BUTTES.
 MO0567'AT RED BUTTES, 44.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MO0567'SOUTHWEST TRACK OF THE UNION PACIFIC RAILROAD, 134.4 FEET
 MO0567'SOUTHEAST OF THE SOUTHEAST CORNER OF A RAILROAD WATER TANK, 21
 MO0567'FEET SOUTH OF A TELEPHONE POLE, 8 FEET SOUTHEAST OF A FENCE
 MO0567'CORNER, 2 FEET SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A
 MO0567'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MO0567'WITH THE GROUND, ON THE SECTION LINE BETWEEN SECTIONS 16 AND 17,
 MO0567'TOWNSHIP 14 NORTH, RANGE 73 WEST.
 MO0567
 MO0567                          STATION RECOVERY (1983)
 MO0567
 MO0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0567'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPITON FOLLOWS.  14.4 KM
 MO0567'(8.95 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0567'STATION IN LARAMIE, 0.9 KM (0.55 MI) SOUTH OF MILEPOST B558,
 MO0567'20.0 METERS (65.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A 6- BY
 MO0567'11-FT METAL BUILDING NUMBER C.P. 557, 13.8 METERS (45.3 FT) EAST OF
 MO0567'THE NEAR RAIL, AND 6.3 METERS (20.7 FT) SOUTHWEST OF THE WEST LEG OF A
 MO0567'DOUBLE UTILITY POLE.
 MO0567'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 MO0567'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0336 ***********************************************************************
 OX0336  DESIGNATION -  D 67
 OX0336  PID         -  OX0336
 OX0336  STATE/COUNTY-  WY/LINCOLN
 OX0336  USGS QUAD   -  ETNA (1966)
 OX0336
 OX0336                         *CURRENT SURVEY CONTROL
 OX0336  ___________________________________________________________________
 OX0336* NAD 83(1986)-  43 02 52.     (N)    111 00 43.     (W)     SCALED    
 OX0336* NAVD 88     -      1772.191  (meters)    5814.26   (feet)  ADJUSTED  
 OX0336  ___________________________________________________________________
 OX0336  GEOID HEIGHT-         -10.72  (meters)                     GEOID03
 OX0336  DYNAMIC HT  -        1770.979 (meters)    5810.29  (feet)  COMP
 OX0336  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 OX0336
 OX0336  VERT ORDER  -  SECOND    CLASS 0
 OX0336
 OX0336.The horizontal coordinates were scaled from a topographic map and have
 OX0336.an estimated accuracy of +/- 6 seconds.
 OX0336
 OX0336.The orthometric height was determined by differential leveling
 OX0336.and adjusted by the National Geodetic Survey in June 1991..
 OX0336
 OX0336.The geoid height was determined by GEOID03.
 OX0336
 OX0336.The dynamic height is computed by dividing the NAVD 88
 OX0336.geopotential number by the normal gravity value computed on the
 OX0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0336.degrees latitude (g = 980.6199 gals.).
 OX0336
 OX0336.The modeled gravity was interpolated from observed gravity values.
 OX0336
 OX0336;                    North         East    Units  Estimated Accuracy
 OX0336;SPC WY W     -   383,380.      724,340.      MT  (+/- 180 meters Scaled)
 OX0336
 OX0336                          SUPERSEDED SURVEY CONTROL
 OX0336
 OX0336  NGVD 29 (??/??/92) 1770.934  (m)         5810.14   (f) ADJ UNCH    2 0
 OX0336
 OX0336.Superseded values are not recommended for survey control.
 OX0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0336.See file dsdata.txt to determine how the superseded data were derived.
 OX0336
 OX0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN990661(NAD 83)
 OX0336_MARKER: DB = BENCH MARK DISK
 OX0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0336_SP_SET: CONCRETE POST
 OX0336_STAMPING: D 67 1934
 OX0336_MARK LOGO: CGS   
 OX0336_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0336+STABILITY: SURFACE MOTION
 OX0336
 OX0336  HISTORY     - Date     Condition        Report By
 OX0336  HISTORY     - 1934     MONUMENTED       CGS
 OX0336  HISTORY     - 19930720 GOOD             LOCENG
 OX0336
 OX0336                          STATION DESCRIPTION
 OX0336
 OX0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0336'1.0 MI N FROM ETNA.
 OX0336'1.0 MILE NORTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT ETNA,
 OX0336'LINCOLN COUNTY, 200 FEET NORTH OF THE CENTER LINE OF A CULVERT, 100
 OX0336'FEET EAST OF THE CENTER OF A WAGON GATE ON THE WEST SIDE OF THE
 OX0336'HIGHWAY, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET
 OX0336'WEST OF THE INTERSECTION OF A SIDE FENCE AND THE RIGHT-OF-WAY FENCE. A
 OX0336'STANDARD DISK, STAMPED D 67 1934 AND SET IN THE TOP OF A CONCRETE
 OX0336'POST.
 OX0336
 OX0336                          STATION RECOVERY (1993)
 OX0336
 OX0336'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 OX0336'RECOVERED IN GOOD CONDITION.  NOTE--WESTERLY 1 FOOT (0.3 M) OF EAST
 OX0336'R/W FENCE, SOUTHERLY 3 FEET (0.9 M) OF SOUTH END OF 18 INCH CMP,
 OX0336'NORTHERLY 25 FEET (7.6 M) OF ETNA TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0151 ***********************************************************************
 NT0151  DESIGNATION -  D 68
 NT0151  PID         -  NT0151
 NT0151  STATE/COUNTY-  WY/LINCOLN
 NT0151  USGS QUAD   -  SMOOT (1980)
 NT0151
 NT0151                         *CURRENT SURVEY CONTROL
 NT0151  ___________________________________________________________________
 NT0151* NAD 83(1986)-  42 31 14.     (N)    110 53 43.     (W)     SCALED    
 NT0151* NAVD 88     -      2181.968  (meters)    7158.67   (feet)  ADJUSTED  
 NT0151  ___________________________________________________________________
 NT0151  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 NT0151  DYNAMIC HT  -        2180.220 (meters)    7152.94  (feet)  COMP
 NT0151  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 NT0151
 NT0151  VERT ORDER  -  SECOND    CLASS 0
 NT0151
 NT0151.The horizontal coordinates were scaled from a topographic map and have
 NT0151.an estimated accuracy of +/- 6 seconds.
 NT0151
 NT0151.The orthometric height was determined by differential leveling
 NT0151.and adjusted by the National Geodetic Survey in June 1991..
 NT0151
 NT0151.The geoid height was determined by GEOID03.
 NT0151
 NT0151.The dynamic height is computed by dividing the NAVD 88
 NT0151.geopotential number by the normal gravity value computed on the
 NT0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0151.degrees latitude (g = 980.6199 gals.).
 NT0151
 NT0151.The modeled gravity was interpolated from observed gravity values.
 NT0151
 NT0151;                    North         East    Units  Estimated Accuracy
 NT0151;SPC WY W     -   324,720.      733,290.      MT  (+/- 180 meters Scaled)
 NT0151
 NT0151                          SUPERSEDED SURVEY CONTROL
 NT0151
 NT0151  NGVD 29 (??/??/92) 2180.559  (m)         7154.05   (f) ADJ UNCH    2 0
 NT0151
 NT0151.Superseded values are not recommended for survey control.
 NT0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0151.See file dsdata.txt to determine how the superseded data were derived.
 NT0151
 NT0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN086075(NAD 83)
 NT0151_MARKER: DB = BENCH MARK DISK
 NT0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0151_STAMPING: D 68 1934
 NT0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0151+STABILITY: SURFACE MOTION
 NT0151
 NT0151  HISTORY     - Date     Condition        Report By
 NT0151  HISTORY     - 1934     MONUMENTED       CGS
 NT0151
 NT0151                          STATION DESCRIPTION
 NT0151
 NT0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0151'7.6 MI S FROM SMOOT.
 NT0151'7.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0151'LINCOLN COUNTY, AT A SHARP CURVE IN THE HIGHWAY, 101 FEET NORTHEAST OF
 NT0151'THE EAST END OF A LARGE CONCRETE CULVERT UNDER THE HIGHWAY, 104 FEET
 NT0151'EAST OF THE CENTER LINE OF THE HIGHWAY, 90 FEET NORTHEAST OF A SMALL
 NT0151'CREEK, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 6 FEET
 NT0151'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 68 1934 AND SET IN
 NT0151'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0238 ***********************************************************************
 MR0238  DESIGNATION -  D 69
 MR0238  PID         -  MR0238
 MR0238  STATE/COUNTY-  WY/LINCOLN
 MR0238  USGS QUAD   -  BECKWITH (1985)
 MR0238
 MR0238                         *CURRENT SURVEY CONTROL
 MR0238  ___________________________________________________________________
 MR0238* NAD 83(1986)-  41 56 50.     (N)    110 57 30.     (W)     SCALED    
 MR0238* NAVD 88     -      1886.756  (meters)    6190.13   (feet)  ADJUSTED  
 MR0238  ___________________________________________________________________
 MR0238  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 MR0238  DYNAMIC HT  -        1885.217 (meters)    6185.08  (feet)  COMP
 MR0238  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 MR0238
 MR0238  VERT ORDER  -  SECOND    CLASS 0
 MR0238
 MR0238.The horizontal coordinates were scaled from a topographic map and have
 MR0238.an estimated accuracy of +/- 6 seconds.
 MR0238
 MR0238.The orthometric height was determined by differential leveling
 MR0238.and adjusted by the National Geodetic Survey in June 1991..
 MR0238
 MR0238.The geoid height was determined by GEOID03.
 MR0238
 MR0238.The dynamic height is computed by dividing the NAVD 88
 MR0238.geopotential number by the normal gravity value computed on the
 MR0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0238.degrees latitude (g = 980.6199 gals.).
 MR0238
 MR0238.The modeled gravity was interpolated from observed gravity values.
 MR0238
 MR0238;                    North         East    Units  Estimated Accuracy
 MR0238;SPC WY W     -   261,090.      727,450.      MT  (+/- 180 meters Scaled)
 MR0238
 MR0238                          SUPERSEDED SURVEY CONTROL
 MR0238
 MR0238  NGVD 29 (??/??/92) 1885.449  (m)         6185.84   (f) ADJ UNCH    2 0
 MR0238
 MR0238.Superseded values are not recommended for survey control.
 MR0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0238.See file dsdata.txt to determine how the superseded data were derived.
 MR0238
 MR0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM034439(NAD 83)
 MR0238_MARKER: DB = BENCH MARK DISK
 MR0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0238_STAMPING: D 69 1934
 MR0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0238+STABILITY: SURFACE MOTION
 MR0238
 MR0238  HISTORY     - Date     Condition        Report By
 MR0238  HISTORY     - 1934     MONUMENTED       CGS
 MR0238
 MR0238                          STATION DESCRIPTION
 MR0238
 MR0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0238'9.8 MI S FROM COKEVILLE.
 MR0238'9.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0238'COKEVILLE, LINCOLN COUNTY, 200 FEET EAST OF MILEPOST 74, 345 FEET
 MR0238'SOUTHEAST OF SEMAPHORE 74.0, 98 FEET EAST OF THE CENTER LINE OF THE
 MR0238'TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 MR0238'STAMPED D 69 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0218 ***********************************************************************
 MR0218  DESIGNATION -  D 70
 MR0218  PID         -  MR0218
 MR0218  STATE/COUNTY-  WY/LINCOLN
 MR0218  USGS QUAD   -  SAGE (1985)
 MR0218
 MR0218                         *CURRENT SURVEY CONTROL
 MR0218  ___________________________________________________________________
 MR0218* NAD 83(1986)-  41 49 27.     (N)    110 55 26.     (W)     SCALED    
 MR0218* NAVD 88     -      1945.136  (meters)    6381.67   (feet)  ADJUSTED  
 MR0218  ___________________________________________________________________
 MR0218  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 MR0218  DYNAMIC HT  -        1943.544 (meters)    6376.44  (feet)  COMP
 MR0218  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 MR0218
 MR0218  VERT ORDER  -  SECOND    CLASS 0
 MR0218
 MR0218.The horizontal coordinates were scaled from a topographic map and have
 MR0218.an estimated accuracy of +/- 6 seconds.
 MR0218
 MR0218.The orthometric height was determined by differential leveling
 MR0218.and adjusted by the National Geodetic Survey in June 1991..
 MR0218
 MR0218.The geoid height was determined by GEOID03.
 MR0218
 MR0218.The dynamic height is computed by dividing the NAVD 88
 MR0218.geopotential number by the normal gravity value computed on the
 MR0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0218.degrees latitude (g = 980.6199 gals.).
 MR0218
 MR0218.The modeled gravity was interpolated from observed gravity values.
 MR0218
 MR0218;                    North         East    Units  Estimated Accuracy
 MR0218;SPC WY W     -   247,390.      730,170.      MT  (+/- 180 meters Scaled)
 MR0218
 MR0218                          SUPERSEDED SURVEY CONTROL
 MR0218
 MR0218  NGVD 29 (??/??/92) 1943.842  (m)         6377.42   (f) ADJ UNCH    2 0
 MR0218
 MR0218.Superseded values are not recommended for survey control.
 MR0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0218.See file dsdata.txt to determine how the superseded data were derived.
 MR0218
 MR0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM063302(NAD 83)
 MR0218_MARKER: DB = BENCH MARK DISK
 MR0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0218_STAMPING: D 70 1934
 MR0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0218+STABILITY: SURFACE MOTION
 MR0218
 MR0218  HISTORY     - Date     Condition        Report By
 MR0218  HISTORY     - 1934     MONUMENTED       CGS
 MR0218  HISTORY     - 1966     GOOD             NGS
 MR0218
 MR0218                          STATION DESCRIPTION
 MR0218
 MR0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0218'2.05 MI E FROM SAGE.
 MR0218'2.05 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM A GRAVELED ROAD
 MR0218'CROSSING AT SAGE, 9 POLES WEST OF MILEPOLE 61, 32 FEET WEST-NORTHWEST
 MR0218'OF THE 9TH POLE WEST OF MILEPOLE 61, 81 FEET SOUTH OF THE CENTER LINE
 MR0218'OF U.S. HIGHWAY 30N, 67.4 FEET NORTH OF THE NORTH RAIL, 29.8 FEET
 MR0218'SOUTH OF A FENCE, 1.6 FEET WEST OF A WITNESS POST, ABOUT 4 FEET LOWER
 MR0218'THAN THE TRACK, IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MR0218'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0282 ***********************************************************************
 MQ0282  DESIGNATION -  D 71
 MQ0282  PID         -  MQ0282
 MQ0282  STATE/COUNTY-  WY/SWEETWATER
 MQ0282  USGS QUAD   -  GRANGER (1980)
 MQ0282
 MQ0282                         *CURRENT SURVEY CONTROL
 MQ0282  ___________________________________________________________________
 MQ0282* NAD 83(1986)-  41 36 49.     (N)    109 58 52.     (W)     SCALED    
 MQ0282* NAVD 88     -      1930.228  (meters)    6332.76   (feet)  ADJUSTED  
 MQ0282  ___________________________________________________________________
 MQ0282  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 MQ0282  DYNAMIC HT  -        1928.579 (meters)    6327.35  (feet)  COMP
 MQ0282  MODELED GRAV-     979,700.4   (mgal)                       NAVD 88
 MQ0282
 MQ0282  VERT ORDER  -  SECOND    CLASS 0
 MQ0282
 MQ0282.The horizontal coordinates were scaled from a topographic map and have
 MQ0282.an estimated accuracy of +/- 6 seconds.
 MQ0282
 MQ0282.The orthometric height was determined by differential leveling
 MQ0282.and adjusted by the National Geodetic Survey in June 1991..
 MQ0282
 MQ0282.The geoid height was determined by GEOID03.
 MQ0282
 MQ0282.The dynamic height is computed by dividing the NAVD 88
 MQ0282.geopotential number by the normal gravity value computed on the
 MQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0282.degrees latitude (g = 980.6199 gals.).
 MQ0282
 MQ0282.The modeled gravity was interpolated from observed gravity values.
 MQ0282
 MQ0282;                    North         East    Units  Estimated Accuracy
 MQ0282;SPC WYWC     -   124,400.      497,390.      MT  (+/- 180 meters Scaled)
 MQ0282
 MQ0282                          SUPERSEDED SURVEY CONTROL
 MQ0282
 MQ0282  NGVD 29 (??/??/92) 1928.916  (m)         6328.45   (f) ADJ UNCH    2 0
 MQ0282
 MQ0282.Superseded values are not recommended for survey control.
 MQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0282.See file dsdata.txt to determine how the superseded data were derived.
 MQ0282
 MQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM848073(NAD 83)
 MQ0282_MARKER: DB = BENCH MARK DISK
 MQ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0282_STAMPING: D 71 1934
 MQ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0282+STABILITY: SURFACE MOTION
 MQ0282
 MQ0282  HISTORY     - Date     Condition        Report By
 MQ0282  HISTORY     - 1934     MONUMENTED       CGS
 MQ0282  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0282
 MQ0282                          STATION DESCRIPTION
 MQ0282
 MQ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0282'2.1 MI N FROM GRANGER.
 MQ0282'ABOUT 2.1 MILES NORTH ALONG U.S. HIGHWAY 30 N FROM THE UNION PACIFIC
 MQ0282'RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, AT THE JUNCTION WITH
 MQ0282'THE ROAD LEADING NORTHEAST TO FARSON, ABOUT 105 FEET EAST OF THE
 MQ0282'CENTER LINE OF THE HIGHWAY, AND 3 FEET SOUTH OF A 2-FOOT SANDSTONE
 MQ0282'ROCK PILE ABOUT 18 INCHES HIGH.  A STANDARD DISK, STAMPED D 71 1934
 MQ0282'AND SET IN THE TOP OF A CONCRETE POST.
 MQ0282
 MQ0282                          STATION RECOVERY (1983)
 MQ0282
 MQ0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0282'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0100 ***********************************************************************
 NS0100  DESIGNATION -  D 72
 NS0100  PID         -  NS0100
 NS0100  STATE/COUNTY-  WY/SWEETWATER
 NS0100  USGS QUAD   -  FARSON (1980)
 NS0100
 NS0100                         *CURRENT SURVEY CONTROL
 NS0100  ___________________________________________________________________
 NS0100* NAD 83(1986)-  42 02 47.     (N)    109 29 24.     (W)     SCALED    
 NS0100* NAVD 88     -      2006.018  (meters)    6581.41   (feet)  ADJUSTED  
 NS0100  ___________________________________________________________________
 NS0100  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 NS0100  DYNAMIC HT  -        2004.345 (meters)    6575.92  (feet)  COMP
 NS0100  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 NS0100
 NS0100  VERT ORDER  -  SECOND    CLASS 0
 NS0100
 NS0100.The horizontal coordinates were scaled from a topographic map and have
 NS0100.an estimated accuracy of +/- 6 seconds.
 NS0100
 NS0100.The orthometric height was determined by differential leveling
 NS0100.and adjusted by the National Geodetic Survey in June 1991..
 NS0100
 NS0100.The geoid height was determined by GEOID03.
 NS0100
 NS0100.The dynamic height is computed by dividing the NAVD 88
 NS0100.geopotential number by the normal gravity value computed on the
 NS0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0100.degrees latitude (g = 980.6199 gals.).
 NS0100
 NS0100.The modeled gravity was interpolated from observed gravity values.
 NS0100
 NS0100;                    North         East    Units  Estimated Accuracy
 NS0100;SPC WYWC     -   172,000.      538,740.      MT  (+/- 180 meters Scaled)
 NS0100
 NS0100                          SUPERSEDED SURVEY CONTROL
 NS0100
 NS0100  NGVD 29 (??/??/92) 2004.752  (m)         6577.26   (f) ADJ UNCH    2 0
 NS0100
 NS0100.Superseded values are not recommended for survey control.
 NS0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0100.See file dsdata.txt to determine how the superseded data were derived.
 NS0100
 NS0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM249560(NAD 83)
 NS0100_MARKER: DB = BENCH MARK DISK
 NS0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0100_STAMPING: D 72 1934
 NS0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0100+STABILITY: SURFACE MOTION
 NS0100
 NS0100  HISTORY     - Date     Condition        Report By
 NS0100  HISTORY     - 1934     MONUMENTED       CGS
 NS0100  HISTORY     - 1968     MARK NOT FOUND   NGS
 NS0100
 NS0100                          STATION DESCRIPTION
 NS0100
 NS0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0100'5.1 MI SW FROM FARSON.
 NS0100'ABOUT 5.1 MILES SOUTHWEST ALONG THE ROAD LEADING TO GRANGER FROM THE
 NS0100'POST OFFICE AT FARSON, SWEETWATER COUNTY, ABOUT 2 MILES WEST OF THE
 NS0100'POST OFFICE AT EDEN, ABOUT 0.9 MILE SOUTHWEST OF A FARMHOUSE IN A
 NS0100'COTTONWOOD TREE GROVE, ABOUT 0.4 MILE WEST OF A SMALL BROWN FARMHOUSE
 NS0100'WITH RED ROOF, ABOUT 0.3 MILE EAST OF THE JUNCTION WITH THE ROAD
 NS0100'LEADING EAST TO THE POST OFFICE AT EDEN, AND 22 FEET WEST OF THE
 NS0100'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED D 72 1934 AND SET
 NS0100'IN THE TOP OF A CONCRETE POST.
 NS0100
 NS0100                          STATION RECOVERY (1968)
 NS0100
 NS0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NS0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0075 ***********************************************************************
 MR0075  DESIGNATION -  D 73
 MR0075  PID         -  MR0075
 MR0075  STATE/COUNTY-  WY/UINTA
 MR0075  USGS QUAD   -  AUSTIN RESERVOIR (1964)
 MR0075
 MR0075                         *CURRENT SURVEY CONTROL
 MR0075  ___________________________________________________________________
 MR0075* NAD 83(1986)-  41 23 59.     (N)    110 21 58.     (W)     SCALED    
 MR0075* NAVD 88     -      2057.232  (meters)    6749.44   (feet)  ADJUSTED  
 MR0075  ___________________________________________________________________
 MR0075  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MR0075  DYNAMIC HT  -        2055.439 (meters)    6743.55  (feet)  COMP
 MR0075  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 MR0075
 MR0075  VERT ORDER  -  SECOND    CLASS 0
 MR0075
 MR0075.The horizontal coordinates were scaled from a topographic map and have
 MR0075.an estimated accuracy of +/- 6 seconds.
 MR0075
 MR0075.The orthometric height was determined by differential leveling
 MR0075.and adjusted by the National Geodetic Survey in June 1991..
 MR0075
 MR0075.The geoid height was determined by GEOID03.
 MR0075
 MR0075.The dynamic height is computed by dividing the NAVD 88
 MR0075.geopotential number by the normal gravity value computed on the
 MR0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0075.degrees latitude (g = 980.6199 gals.).
 MR0075
 MR0075.The modeled gravity was interpolated from observed gravity values.
 MR0075
 MR0075;                    North         East    Units  Estimated Accuracy
 MR0075;SPC WY W     -   199,950.      776,350.      MT  (+/- 180 meters Scaled)
 MR0075
 MR0075                          SUPERSEDED SURVEY CONTROL
 MR0075
 MR0075  NGVD 29 (??/??/92) 2055.920  (m)         6745.13   (f) ADJ UNCH    2 0
 MR0075
 MR0075.Superseded values are not recommended for survey control.
 MR0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0075.See file dsdata.txt to determine how the superseded data were derived.
 MR0075
 MR0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL529833(NAD 83)
 MR0075_MARKER: DB = BENCH MARK DISK
 MR0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0075_STAMPING: D 73 1934
 MR0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0075+STABILITY: SURFACE MOTION
 MR0075
 MR0075  HISTORY     - Date     Condition        Report By
 MR0075  HISTORY     - 1934     MONUMENTED       CGS
 MR0075  HISTORY     - 1939     GOOD             NGS
 MR0075
 MR0075                          STATION DESCRIPTION
 MR0075
 MR0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0075'4.2 MI SE FROM CARTER.
 MR0075'4.2 MILES SOUTHEAST ALONG THE ROAD LEADING TO LYMAN FROM THE UNION
 MR0075'PACIFIC RAILROAD STATION AT CARTER, UINTA COUNTY, 145 FEET EAST OF A
 MR0075'CORRUGATED-IRON CULVERT, AT THE INTERSECTION OF A ROAD LEADING TO
 MR0075'URIE, 63 FEET NORTHEAST OF THE CENTER LINE OF THE URIE ROAD, AND 60
 MR0075'FEET WEST OF THE CREST OF A PROMINENT RIDGE.  A STANDARD DISK, STAMPED
 MR0075'D 73 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- TOP OF MARKER
 MR0075'EVEN WITH GROUND.  MARK IS TO THE WEST AND ADJACENT TO THE RADIO RANGE
 MR0075'STATION.
 MR0075
 MR0075                          STATION RECOVERY (1939)
 MR0075
 MR0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 MR0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0171 ***********************************************************************
 MP0171  DESIGNATION -  D 75
 MP0171  PID         -  MP0171
 MP0171  STATE/COUNTY-  WY/CARBON
 MP0171  USGS QUAD   -  TRENT CREEK (1983)
 MP0171
 MP0171                         *CURRENT SURVEY CONTROL
 MP0171  ___________________________________________________________________
 MP0171* NAD 83(1986)-  41 07 07.     (N)    106 32 09.     (W)     SCALED    
 MP0171* NAVD 88     -      2321.687  (meters)    7617.07   (feet)  ADJUSTED  
 MP0171  ___________________________________________________________________
 MP0171  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 MP0171  DYNAMIC HT  -        2319.485 (meters)    7609.84  (feet)  COMP
 MP0171  MODELED GRAV-     979,591.2   (mgal)                       NAVD 88
 MP0171
 MP0171  VERT ORDER  -  SECOND    CLASS 0
 MP0171
 MP0171.The horizontal coordinates were scaled from a topographic map and have
 MP0171.an estimated accuracy of +/- 6 seconds.
 MP0171
 MP0171.The orthometric height was determined by differential leveling
 MP0171.and adjusted by the National Geodetic Survey in June 1991..
 MP0171
 MP0171.The geoid height was determined by GEOID03.
 MP0171
 MP0171.The dynamic height is computed by dividing the NAVD 88
 MP0171.geopotential number by the normal gravity value computed on the
 MP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0171.degrees latitude (g = 980.6199 gals.).
 MP0171
 MP0171.The modeled gravity was interpolated from observed gravity values.
 MP0171
 MP0171;                    North         East    Units  Estimated Accuracy
 MP0171;SPC WYEC     -   169,000.      466,970.      MT  (+/- 180 meters Scaled)
 MP0171
 MP0171                          SUPERSEDED SURVEY CONTROL
 MP0171
 MP0171  NGVD 29 (??/??/92) 2320.433  (m)         7612.95   (f) ADJ UNCH    2 0
 MP0171
 MP0171.Superseded values are not recommended for survey control.
 MP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0171.See file dsdata.txt to determine how the superseded data were derived.
 MP0171
 MP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF710530(NAD 83)
 MP0171_MARKER: DB = BENCH MARK DISK
 MP0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0171_STAMPING: D 75 1934
 MP0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0171+STABILITY: SURFACE MOTION
 MP0171
 MP0171  HISTORY     - Date     Condition        Report By
 MP0171  HISTORY     - 1934     MONUMENTED       CGS
 MP0171
 MP0171                          STATION DESCRIPTION
 MP0171
 MP0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0171'18.4 MI E FROM ENCAMPMENT.
 MP0171'18.4 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, 2.3 MILES WEST
 MP0171'OF BIG CREEK, 0.2 MILE NORTHWEST OF A BRIDGE OVER A SMALL CREEK, 40
 MP0171'FEET NORTH OF A SMALL GRAVEL BUMP, 42 FEET SOUTHWEST OF THE CENTER
 MP0171'LINE OF THE ROAD, AND 15 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK,
 MP0171'STAMPED D 75 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0220 ***********************************************************************
 MP0220  DESIGNATION -  D 76
 MP0220  PID         -  MP0220
 MP0220  STATE/COUNTY-  WY/CARBON
 MP0220  USGS QUAD   -  MEADS (1982)
 MP0220
 MP0220                         *CURRENT SURVEY CONTROL
 MP0220  ___________________________________________________________________
 MP0220* NAD 83(1986)-  41 39 37.     (N)    106 46 31.     (W)     SCALED    
 MP0220* NAVD 88     -      2102.507  (meters)    6897.98   (feet)  ADJUSTED  
 MP0220  ___________________________________________________________________
 MP0220  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 MP0220  DYNAMIC HT  -        2100.664 (meters)    6891.93  (feet)  COMP
 MP0220  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 MP0220
 MP0220  VERT ORDER  -  SECOND    CLASS 0
 MP0220
 MP0220.The horizontal coordinates were scaled from a topographic map and have
 MP0220.an estimated accuracy of +/- 6 seconds.
 MP0220
 MP0220.The orthometric height was determined by differential leveling
 MP0220.and adjusted by the National Geodetic Survey in June 1991..
 MP0220
 MP0220.The geoid height was determined by GEOID03.
 MP0220
 MP0220.The dynamic height is computed by dividing the NAVD 88
 MP0220.geopotential number by the normal gravity value computed on the
 MP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0220.degrees latitude (g = 980.6199 gals.).
 MP0220
 MP0220.The modeled gravity was interpolated from observed gravity values.
 MP0220
 MP0220;                    North         East    Units  Estimated Accuracy
 MP0220;SPC WYEC     -   229,000.      446,480.      MT  (+/- 180 meters Scaled)
 MP0220
 MP0220                          SUPERSEDED SURVEY CONTROL
 MP0220
 MP0220  NGVD 29 (??/??/92) 2101.307  (m)         6894.04   (f) ADJ UNCH    2 0
 MP0220
 MP0220.Superseded values are not recommended for survey control.
 MP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0220.See file dsdata.txt to determine how the superseded data were derived.
 MP0220
 MP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG521135(NAD 83)
 MP0220_MARKER: DB = BENCH MARK DISK
 MP0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0220_STAMPING: D 76 1934
 MP0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0220+STABILITY: SURFACE MOTION
 MP0220
 MP0220  HISTORY     - Date     Condition        Report By
 MP0220  HISTORY     - 1934     MONUMENTED       CGS
 MP0220  HISTORY     - 1954     MARK NOT FOUND   USGS
 MP0220
 MP0220                          STATION DESCRIPTION
 MP0220
 MP0220'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 MP0220'8.9 MI S FROM WALCOTT.
 MP0220'ABOUT 1.9 MILES SOUTH OF OVERLAND DOME ROAD CROSSING.  310 FEET SOUTH
 MP0220'OF NORTH END OF CURVE, ON NORTH END OF CUT.  54 FEET EAST OF MILE POST
 MP0220'NO.9.  33 FEET EAST OF CENTERLINE OF TRACK AND 1.5 FEET ABOVE LEVEL OF
 MP0220'TRACK.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0555 ***********************************************************************
 MO0555  DESIGNATION -  D 77
 MO0555  PID         -  MO0555
 MO0555  STATE/COUNTY-  WY/ALBANY
 MO0555  USGS QUAD   -  DALE CREEK (1987)
 MO0555
 MO0555                         *CURRENT SURVEY CONTROL
 MO0555  ___________________________________________________________________
 MO0555* NAD 83(1986)-  41 03 34.     (N)    105 28 24.     (W)     SCALED    
 MO0555* NAVD 88     -      2425.720  (meters)    7958.38   (feet)  ADJUSTED  
 MO0555  ___________________________________________________________________
 MO0555  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 MO0555  DYNAMIC HT  -        2423.482 (meters)    7951.04  (feet)  COMP
 MO0555  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 MO0555
 MO0555  VERT ORDER  -  SECOND    CLASS 0
 MO0555
 MO0555.The horizontal coordinates were scaled from a topographic map and have
 MO0555.an estimated accuracy of +/- 6 seconds.
 MO0555
 MO0555.The orthometric height was determined by differential leveling
 MO0555.and adjusted by the National Geodetic Survey in June 1991..
 MO0555
 MO0555.The geoid height was determined by GEOID03.
 MO0555
 MO0555.The dynamic height is computed by dividing the NAVD 88
 MO0555.geopotential number by the normal gravity value computed on the
 MO0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0555.degrees latitude (g = 980.6199 gals.).
 MO0555
 MO0555.The modeled gravity was interpolated from observed gravity values.
 MO0555
 MO0555;                    North         East    Units  Estimated Accuracy
 MO0555;SPC WY E     -    62,170.      174,220.      MT  (+/- 180 meters Scaled)
 MO0555
 MO0555                          SUPERSEDED SURVEY CONTROL
 MO0555
 MO0555  NGVD 29 (??/??/92) 2424.573  (m)         7954.62   (f) ADJ UNCH    2 0
 MO0555
 MO0555.Superseded values are not recommended for survey control.
 MO0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0555.See file dsdata.txt to determine how the superseded data were derived.
 MO0555
 MO0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF602454(NAD 83)
 MO0555_MARKER: DB = BENCH MARK DISK
 MO0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0555_STAMPING: D 77 1934
 MO0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0555+STABILITY: SURFACE MOTION
 MO0555
 MO0555  HISTORY     - Date     Condition        Report By
 MO0555  HISTORY     - 1934     MONUMENTED       CGS
 MO0555
 MO0555                          STATION DESCRIPTION
 MO0555
 MO0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0555'2.4 MI SE FROM TIE SIDING.
 MO0555'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 MO0555'AT TIE SIDING, ALBANY COUNTY, 510 FEET NORTHWEST OF A CONCRETE
 MO0555'CULVERT, ON THE OUTSIDE OF A CURVE, ON THE EXACT SUMMIT OF A
 MO0555'HILL NORTHEAST OF THE HIGHWAY, 70 FEET NORTHEAST OF THE
 MO0555'CENTERLINE OF THE HIGHWAY, AND 49 FEET NORTHEAST OF CENTERLINE
 MO0555'OF THE PROJECTED TANGENT TO THE NORTHWEST END OF THE CURVE.  A
 MO0555'STANDARD DISK, STAMPED D 77 1934 AND SET IN THE TOP OF A CONCRETE
 MO0555'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0131 ***********************************************************************
 OX0131  DESIGNATION -  D 78
 OX0131  PID         -  OX0131
 OX0131  STATE/COUNTY-  WY/LINCOLN
 OX0131  USGS QUAD   -  MUNGER MOUNTAIN (1996)
 OX0131
 OX0131                         *CURRENT SURVEY CONTROL
 OX0131  ___________________________________________________________________
 OX0131* NAD 83(1986)-  43 17 51.     (N)    110 46 46.     (W)     SCALED    
 OX0131* NAVD 88     -      1792.907  (meters)    5882.23   (feet)  ADJUSTED  
 OX0131  ___________________________________________________________________
 OX0131  GEOID HEIGHT-         -10.17  (meters)                     GEOID03
 OX0131  DYNAMIC HT  -        1791.697 (meters)    5878.26  (feet)  COMP
 OX0131  MODELED GRAV-     979,882.1   (mgal)                       NAVD 88
 OX0131
 OX0131  VERT ORDER  -  SECOND    CLASS 0
 OX0131
 OX0131.The horizontal coordinates were scaled from a topographic map and have
 OX0131.an estimated accuracy of +/- 6 seconds.
 OX0131
 OX0131.The orthometric height was determined by differential leveling
 OX0131.and adjusted by the National Geodetic Survey in June 1991..
 OX0131
 OX0131.The geoid height was determined by GEOID03.
 OX0131
 OX0131.The dynamic height is computed by dividing the NAVD 88
 OX0131.geopotential number by the normal gravity value computed on the
 OX0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0131.degrees latitude (g = 980.6199 gals.).
 OX0131
 OX0131.The modeled gravity was interpolated from observed gravity values.
 OX0131
 OX0131;                    North         East    Units  Estimated Accuracy
 OX0131;SPC WY W     -   410,940.      743,520.      MT  (+/- 180 meters Scaled)
 OX0131
 OX0131                          SUPERSEDED SURVEY CONTROL
 OX0131
 OX0131  NGVD 29 (??/??/92) 1791.633  (m)         5878.05   (f) ADJ UNCH    2 0
 OX0131
 OX0131.Superseded values are not recommended for survey control.
 OX0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0131.See file dsdata.txt to determine how the superseded data were derived.
 OX0131
 OX0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN178938(NAD 83)
 OX0131_MARKER: DB = BENCH MARK DISK
 OX0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0131_STAMPING: D 78 1948
 OX0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0131+STABILITY: SURFACE MOTION
 OX0131
 OX0131  HISTORY     - Date     Condition        Report By
 OX0131  HISTORY     - 1948     MONUMENTED       CGS
 OX0131  HISTORY     - 1971     GOOD             NGS
 OX0131
 OX0131                          STATION DESCRIPTION
 OX0131
 OX0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0131'3.6 MI SW FROM MOUTH OF HOBACK RIVER.
 OX0131'3.6 MILES SOUTHWEST ALONG THE GRAND CANYON ROAD FROM THE MOUTH OF THE
 OX0131'HOBACK RIVER, 0.3 MILE NORTH OF THE NORTH END OF A LONG WOODEN BRIDGE
 OX0131'OVER THE SNAKE RIVER, AT THE Y INTERSECTION OF THE GRAND CANYON ROAD
 OX0131'AND A DIRT ROAD LEADING SOUTHWEST TO THE 3-D RANCH, 22.0 FEET
 OX0131'SOUTHEAST OF THE CENTER LINE OF THE GRAND CANYON ROAD, 14.0 FEET
 OX0131'NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD LEADING SOUTHWEST, SET
 OX0131'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OX0131
 OX0131                          STATION RECOVERY (1971)
 OX0131
 OX0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OX0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0668 ***********************************************************************
 MO0668  DESIGNATION -  D 79
 MO0668  PID         -  MO0668
 MO0668  STATE/COUNTY-  WY/ALBANY
 MO0668  USGS QUAD   -  DOWNEY LAKES (1978)
 MO0668
 MO0668                         *CURRENT SURVEY CONTROL
 MO0668  ___________________________________________________________________
 MO0668* NAD 83(1986)-  41 03 35.     (N)    105 49 07.     (W)     SCALED    
 MO0668* NAVD 88     -      2251.450  (meters)    7386.63   (feet)  ADJUSTED  
 MO0668  ___________________________________________________________________
 MO0668  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 MO0668  DYNAMIC HT  -        2249.390 (meters)    7379.87  (feet)  COMP
 MO0668  MODELED GRAV-     979,626.9   (mgal)                       NAVD 88
 MO0668
 MO0668  VERT ORDER  -  SECOND    CLASS 0
 MO0668
 MO0668.The horizontal coordinates were scaled from a topographic map and have
 MO0668.an estimated accuracy of +/- 6 seconds.
 MO0668
 MO0668.The orthometric height was determined by differential leveling
 MO0668.and adjusted by the National Geodetic Survey in June 1991..
 MO0668
 MO0668.The geoid height was determined by GEOID03.
 MO0668
 MO0668.The dynamic height is computed by dividing the NAVD 88
 MO0668.geopotential number by the normal gravity value computed on the
 MO0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0668.degrees latitude (g = 980.6199 gals.).
 MO0668
 MO0668.The modeled gravity was interpolated from observed gravity values.
 MO0668
 MO0668;                    North         East    Units  Estimated Accuracy
 MO0668;SPC WY E     -    62,360.      145,200.      MT  (+/- 180 meters Scaled)
 MO0668
 MO0668                          SUPERSEDED SURVEY CONTROL
 MO0668
 MO0668  NGVD 29 (??/??/92) 2250.304  (m)         7382.87   (f) ADJ UNCH    2 0
 MO0668
 MO0668.Superseded values are not recommended for survey control.
 MO0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0668.See file dsdata.txt to determine how the superseded data were derived.
 MO0668
 MO0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF312457(NAD 83)
 MO0668_MARKER: DB = BENCH MARK DISK
 MO0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0668_STAMPING: D 79 1951
 MO0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0668+STABILITY: SURFACE MOTION
 MO0668
 MO0668  HISTORY     - Date     Condition        Report By
 MO0668  HISTORY     - 1951     MONUMENTED       CGS
 MO0668
 MO0668                          STATION DESCRIPTION
 MO0668
 MO0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0668'19 MI W FROM TIE SIDING.
 MO0668'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 MO0668'AT TIE SIDING, THENCE 17.85 MILES WEST ALONG A WINDING GRAVELED
 MO0668'ROAD, AT THE TOP OF A SMALL RIDGE, 35 FEET SOUTH OF THE CENTER
 MO0668'LINE OF THE ROAD, 2 FEET WEST OF A WITNESS POST, SET IN THE
 MO0668'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 MO0668'1.1 MILES NORTHEAST OF BENCH MARK E 79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0274 ***********************************************************************
 PV0274  DESIGNATION -  D 8
 PV0274  PID         -  PV0274
 PV0274  STATE/COUNTY-  WY/CAMPBELL
 PV0274  USGS QUAD   -  GILLETTE WEST (1971)
 PV0274
 PV0274                         *CURRENT SURVEY CONTROL
 PV0274  ___________________________________________________________________
 PV0274* NAD 83(1986)-  44 18 08.     (N)    105 36 45.     (W)     SCALED    
 PV0274* NAVD 88     -      1447.666  (meters)    4749.55   (feet)  POSTED    
 PV0274  ___________________________________________________________________
 PV0274  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0274  DYNAMIC HT  -        1447.050 (meters)    4747.53  (feet)  COMP
 PV0274  MODELED GRAV-     980,141.2   (mgal)                       NAVD 88
 PV0274
 PV0274  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0274
 PV0274.The horizontal coordinates were scaled from a topographic map and have
 PV0274.an estimated accuracy of +/- 6 seconds.
 PV0274
 PV0274.The orthometric height was determined by differential leveling
 PV0274.and adjusted by the National Geodetic Survey in 1992..
 PV0274.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0274.rate of 0.0 thru 1.0 mm/km.
 PV0274
 PV0274.The geoid height was determined by GEOID03.
 PV0274
 PV0274.The dynamic height is computed by dividing the NAVD 88
 PV0274.geopotential number by the normal gravity value computed on the
 PV0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0274.degrees latitude (g = 980.6199 gals.).
 PV0274
 PV0274.The modeled gravity was interpolated from observed gravity values.
 PV0274
 PV0274;                    North         East    Units  Estimated Accuracy
 PV0274;SPC WY E     -   422,430.      164,430.      MT  (+/- 180 meters Scaled)
 PV0274
 PV0274                          SUPERSEDED SURVEY CONTROL
 PV0274
 PV0274.No superseded survey control is available for this station.
 PV0274
 PV0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK511056(NAD 83)
 PV0274_MARKER: P = PIPE CAP
 PV0274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0274_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PV0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0274
 PV0274  HISTORY     - Date     Condition        Report By
 PV0274  HISTORY     - 1908     MONUMENTED       CGS
 PV0274  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0274
 PV0274                          STATION DESCRIPTION
 PV0274
 PV0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0274'AT SPARTA.
 PV0274'AT SPARTA, CROOK COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 PV0274'RR, 328 YARDS E. OF THE STATION SIGN, JUST W. OF A TELEPHONE
 PV0274'BOOTH, NEAR THE RR FENCE LINE, AND 26 YARDS N. OF THE CENTERLINE
 PV0274'OF THE MAIN TRACK.  A STANDARD CAP FASTENED ON THE TOP OF A
 PV0274'3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0081 ***********************************************************************
 MO0081  DESIGNATION -  D 80
 MO0081  PID         -  MO0081
 MO0081  STATE/COUNTY-  WY/LARAMIE
 MO0081  USGS QUAD   -  PINE BLUFFS (1992)
 MO0081
 MO0081                         *CURRENT SURVEY CONTROL
 MO0081  ___________________________________________________________________
 MO0081* NAD 83(1986)-  41 10 32.     (N)    104 03 45.     (W)     SCALED    
 MO0081* NAVD 88     -      1553.077  (meters)    5095.39   (feet)  ADJUSTED  
 MO0081  ___________________________________________________________________
 MO0081  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 MO0081  DYNAMIC HT  -        1551.864 (meters)    5091.41  (feet)  COMP
 MO0081  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 MO0081
 MO0081  VERT ORDER  -  SECOND    CLASS 0
 MO0081
 MO0081.The horizontal coordinates were scaled from a topographic map and have
 MO0081.an estimated accuracy of +/- 6 seconds.
 MO0081
 MO0081.The orthometric height was determined by differential leveling
 MO0081.and adjusted by the National Geodetic Survey in June 1991..
 MO0081
 MO0081.The geoid height was determined by GEOID03.
 MO0081
 MO0081.The dynamic height is computed by dividing the NAVD 88
 MO0081.geopotential number by the normal gravity value computed on the
 MO0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0081.degrees latitude (g = 980.6199 gals.).
 MO0081
 MO0081.The modeled gravity was interpolated from observed gravity values.
 MO0081
 MO0081;                    North         East    Units  Estimated Accuracy
 MO0081;SPC WY E     -    75,600.      292,650.      MT  (+/- 180 meters Scaled)
 MO0081
 MO0081                          SUPERSEDED SURVEY CONTROL
 MO0081
 MO0081  NGVD 29 (??/??/92) 1552.239  (m)         5092.64   (f) ADJ UNCH    2 0
 MO0081
 MO0081.Superseded values are not recommended for survey control.
 MO0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0081.See file dsdata.txt to determine how the superseded data were derived.
 MO0081
 MO0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF786586(NAD 83)
 MO0081_MARKER: DB = BENCH MARK DISK
 MO0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0081_STAMPING: D 80 1952
 MO0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0081+STABILITY: SURFACE MOTION
 MO0081
 MO0081  HISTORY     - Date     Condition        Report By
 MO0081  HISTORY     - 1952     MONUMENTED       CGS
 MO0081  HISTORY     - 1963     MARK NOT FOUND   USGS
 MO0081  HISTORY     - 1978     POOR             WYHD
 MO0081
 MO0081                          STATION DESCRIPTION
 MO0081
 MO0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0081'1 MI SE FROM PINE BLUFFS.
 MO0081'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 MO0081'STATION AT PINE BLUFFS, THENCE 0.6 MILE SOUTH ALONG A GRAVELED
 MO0081'ROAD, 131 FEET NORTH OF A FENCE CORNER, 35 FEET WEST OF THE CENTER
 MO0081'LINE OF A GRAVELED ROAD, 4 FEET EAST OF A FENCE, 3.2 FEET
 MO0081'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0081'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MO0081
 MO0081                          STATION RECOVERY (1963)
 MO0081
 MO0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO0081'MARK NOT FOUND.
 MO0081
 MO0081                          STATION RECOVERY (1978)
 MO0081
 MO0081'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1978
 MO0081'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0106 ***********************************************************************
 MO0106  DESIGNATION -  D 81
 MO0106  PID         -  MO0106
 MO0106  STATE/COUNTY-  WY/LARAMIE
 MO0106  USGS QUAD   -  CARPENTER (1991)
 MO0106
 MO0106                         *CURRENT SURVEY CONTROL
 MO0106  ___________________________________________________________________
 MO0106* NAD 83(1986)-  41 03 49.     (N)    104 21 04.     (W)     SCALED    
 MO0106* NAVD 88     -      1659.660  (meters)    5445.07   (feet)  ADJUSTED  
 MO0106  ___________________________________________________________________
 MO0106  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 MO0106  DYNAMIC HT  -        1658.294 (meters)    5440.59  (feet)  COMP
 MO0106  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 MO0106
 MO0106  VERT ORDER  -  SECOND    CLASS 0
 MO0106
 MO0106.The horizontal coordinates were scaled from a topographic map and have
 MO0106.an estimated accuracy of +/- 6 seconds.
 MO0106
 MO0106.The orthometric height was determined by differential leveling
 MO0106.and adjusted by the National Geodetic Survey in June 1991..
 MO0106
 MO0106.The geoid height was determined by GEOID03.
 MO0106
 MO0106.The dynamic height is computed by dividing the NAVD 88
 MO0106.geopotential number by the normal gravity value computed on the
 MO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0106.degrees latitude (g = 980.6199 gals.).
 MO0106
 MO0106.The modeled gravity was interpolated from observed gravity values.
 MO0106
 MO0106;                    North         East    Units  Estimated Accuracy
 MO0106;SPC WY E     -    62,910.      268,550.      MT  (+/- 180 meters Scaled)
 MO0106
 MO0106                          SUPERSEDED SURVEY CONTROL
 MO0106
 MO0106  NGVD 29 (??/??/92) 1658.764  (m)         5442.13   (f) ADJ UNCH    2 0
 MO0106
 MO0106.Superseded values are not recommended for survey control.
 MO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0106.See file dsdata.txt to determine how the superseded data were derived.
 MO0106
 MO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF545460(NAD 83)
 MO0106_MARKER: DB = BENCH MARK DISK
 MO0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0106_STAMPING: D 81 1952
 MO0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0106+STABILITY: SURFACE MOTION
 MO0106
 MO0106  HISTORY     - Date     Condition        Report By
 MO0106  HISTORY     - 1952     MONUMENTED       CGS
 MO0106
 MO0106                          STATION DESCRIPTION
 MO0106
 MO0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0106'1.9 MI NE FROM CARPENTER.
 MO0106'0.9 MILE NORTHEAST ALONG STATE SECONDARY ROAD 179 FROM THE
 MO0106'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT CARPENTER,
 MO0106'THENCE 1.0 MILE NORTH ALONG STATE SECONDARY ROAD 179, 198
 MO0106'FEET SOUTH OF THE SOUTHEAST CORNER OF A FARMHOUSE, 63 FEET
 MO0106'WEST OF THE CENTER LINE OF THE ROAD, 24 FEET WEST OF A FENCE
 MO0106'CORNER, 3.6 FEET WEST OF A T FENCE CORNER, 2.8 FEET WEST OF A
 MO0106'HIGHWAY MARKER POST, 1.5 FEET NORTH OF A FENCE, SET IN THE
 MO0106'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0061 ***********************************************************************
 PX0061  DESIGNATION -  D 83
 PX0061  PID         -  PX0061
 PX0061  STATE/COUNTY-  WY/PARK
 PX0061  USGS QUAD   -  HILLBERRY RIM (1951)
 PX0061
 PX0061                         *CURRENT SURVEY CONTROL
 PX0061  ___________________________________________________________________
 PX0061* NAD 83(1986)-  44 04 10.     (N)    108 44 16.     (W)     SCALED    
 PX0061* NAVD 88     -      1709.324  (meters)    5608.01   (feet)  ADJUSTED  
 PX0061  ___________________________________________________________________
 PX0061  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 PX0061  DYNAMIC HT  -        1708.349 (meters)    5604.81  (feet)  COMP
 PX0061  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 PX0061
 PX0061  VERT ORDER  -  SECOND    CLASS 0
 PX0061
 PX0061.The horizontal coordinates were scaled from a topographic map and have
 PX0061.an estimated accuracy of +/- 6 seconds.
 PX0061
 PX0061.The orthometric height was determined by differential leveling
 PX0061.and adjusted by the National Geodetic Survey in June 1991..
 PX0061
 PX0061.The geoid height was determined by GEOID03.
 PX0061
 PX0061.The dynamic height is computed by dividing the NAVD 88
 PX0061.geopotential number by the normal gravity value computed on the
 PX0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0061.degrees latitude (g = 980.6199 gals.).
 PX0061
 PX0061.The modeled gravity was interpolated from observed gravity values.
 PX0061
 PX0061;                    North         East    Units  Estimated Accuracy
 PX0061;SPC WYWC     -   396,470.      600,980.      MT  (+/- 180 meters Scaled)
 PX0061
 PX0061                          SUPERSEDED SURVEY CONTROL
 PX0061
 PX0061  NGVD 29 (??/??/92) 1708.272  (m)         5604.56   (f) ADJ UNCH    2 0
 PX0061
 PX0061.Superseded values are not recommended for survey control.
 PX0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0061.See file dsdata.txt to determine how the superseded data were derived.
 PX0061
 PX0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP811820(NAD 83)
 PX0061_MARKER: DB = BENCH MARK DISK
 PX0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0061_STAMPING: D 83 1934
 PX0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0061+STABILITY: SURFACE MOTION
 PX0061
 PX0061  HISTORY     - Date     Condition        Report By
 PX0061  HISTORY     - 1934     MONUMENTED       CGS
 PX0061  HISTORY     - 1950     GOOD             USGS
 PX0061
 PX0061                          STATION DESCRIPTION
 PX0061
 PX0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0061'9.4 MI SE FROM MEETEETSE.
 PX0061'ABOUT 9.4 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0061'AT MEETEETSE, PARK COUNTY, ABOUT 1 MILE SOUTHEAST OF THE END OF THE
 PX0061'OILED ROAD, 1000 FEET WEST OF BRIDGE OVER BUFFALO CREEK, 550 FEET
 PX0061'SOUTH OF LITTLE BUFFALO BASIN ROAD, 56 FEET SOUTHWEST OF THE OLD
 PX0061'HIGHWAY, AND 34 FEET SOUTHEAST OF THE EDGE OF A HILL.  A STANDARD
 PX0061'DISK, STAMPED D 83 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PX0061
 PX0061                          STATION RECOVERY (1950)
 PX0061
 PX0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 PX0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0168 ***********************************************************************
 PX0168  DESIGNATION -  D 84
 PX0168  PID         -  PX0168
 PX0168  STATE/COUNTY-  WY/PARK
 PX0168  USGS QUAD   -  CODY (1987)
 PX0168
 PX0168                         *CURRENT SURVEY CONTROL
 PX0168  ___________________________________________________________________
 PX0168* NAD 83(1986)-  44 34 46.     (N)    109 06 45.     (W)     SCALED    
 PX0168* NAVD 88     -      1618.104  (meters)    5308.73   (feet)  ADJUSTED  
 PX0168  ___________________________________________________________________
 PX0168  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 PX0168  DYNAMIC HT  -        1617.275 (meters)    5306.01  (feet)  COMP
 PX0168  MODELED GRAV-     980,049.2   (mgal)                       NAVD 88
 PX0168
 PX0168  VERT ORDER  -  SECOND    CLASS 0
 PX0168
 PX0168.The horizontal coordinates were scaled from a topographic map and have
 PX0168.an estimated accuracy of +/- 6 seconds.
 PX0168
 PX0168.The orthometric height was determined by differential leveling
 PX0168.and adjusted by the National Geodetic Survey in June 1991..
 PX0168
 PX0168.The geoid height was determined by GEOID03.
 PX0168
 PX0168.The dynamic height is computed by dividing the NAVD 88
 PX0168.geopotential number by the normal gravity value computed on the
 PX0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0168.degrees latitude (g = 980.6199 gals.).
 PX0168
 PX0168.The modeled gravity was interpolated from observed gravity values.
 PX0168
 PX0168;                    North         East    Units  Estimated Accuracy
 PX0168;SPC WYWC     -   453,200.      571,210.      MT  (+/- 180 meters Scaled)
 PX0168
 PX0168                          SUPERSEDED SURVEY CONTROL
 PX0168
 PX0168  NGVD 29 (??/??/92) 1617.000  (m)         5305.11   (f) ADJ UNCH    2 0
 PX0168
 PX0168.Superseded values are not recommended for survey control.
 PX0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0168.See file dsdata.txt to determine how the superseded data were derived.
 PX0168
 PX0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ498379(NAD 83)
 PX0168_MARKER: DB = BENCH MARK DISK
 PX0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0168_STAMPING: D 84 1934
 PX0168_MARK LOGO: CGS   
 PX0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0168+STABILITY: SURFACE MOTION
 PX0168
 PX0168  HISTORY     - Date     Condition        Report By
 PX0168  HISTORY     - 1934     MONUMENTED       CGS
 PX0168  HISTORY     - 1983     GOOD             USGS
 PX0168  HISTORY     - 20000712 GOOD             CGS
 PX0168
 PX0168                          STATION DESCRIPTION
 PX0168
 PX0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0168'5.2 MI W FROM CODY.
 PX0168'5.2 MILES WEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE POST
 PX0168'OFFICE AT CODY, PARK COUNTY, 42 FEET NORTHEAST OF THE CENTER LINE OF
 PX0168'THE ROAD, AND 28 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED D
 PX0168'84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PX0168
 PX0168                          STATION RECOVERY (1983)
 PX0168
 PX0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0168'CODY CODY, WYOMING, PARK COUNTY, FROM THE INTERSECTION OF U.S. 14-20
 PX0168'AND U.S. 14 A 0.4 MILE NORTH ALONG U.S. 14 A TO JCT. OF STATE 120,
 PX0168'TURN LEFT 4.7 MILES NORTHWEST ALONG STATE 120, 61 FEET EAST OF
 PX0168'CENTERLINE OF ROAD, 37 FEET WEST OF R.O.W. FENCE, 1.4 FEET WEST OF
 PX0168'STEEL WITNESS POST, SET IN TOP OF A CONCRETE POST PROJECTING 1.0 FT.
 PX0168'A STANDARD TABLET STAMPED 'D 84 1934'.
 PX0168
 PX0168                          STATION RECOVERY (2000)
 PX0168
 PX0168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0168'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0111 ***********************************************************************
 PX0111  CBN         -  This is a Cooperative Base Network Control Station.
 PX0111  DESIGNATION -  D 85
 PX0111  PID         -  PX0111
 PX0111  STATE/COUNTY-  WY/PARK
 PX0111  USGS QUAD   -  EAGLE PASS (1985)
 PX0111
 PX0111                         *CURRENT SURVEY CONTROL
 PX0111  ___________________________________________________________________
 PX0111* NAD 83(1993)-  44 29 39.22377(N)    108 53 08.41342(W)     ADJUSTED  
 PX0111* NAVD 88     -      1604.389  (meters)    5263.73   (feet)  ADJUSTED  
 PX0111  ___________________________________________________________________
 PX0111  X           -  -1,475,431.998 (meters)                     COMP
 PX0111  Y           -  -4,312,903.711 (meters)                     COMP
 PX0111  Z           -   4,448,546.490 (meters)                     COMP
 PX0111  LAPLACE CORR-         -10.50  (seconds)                    DEFLEC99
 PX0111  ELLIP HEIGHT-        1592.00  (meters)          (09/07/01) GPS OBS
 PX0111  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 PX0111  DYNAMIC HT  -        1603.559 (meters)    5261.01  (feet)  COMP
 PX0111  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 PX0111
 PX0111  HORZ ORDER  -  B
 PX0111  VERT ORDER  -  SECOND    CLASS 0
 PX0111  ELLP ORDER  -  FOURTH    CLASS I
 PX0111
 PX0111.The horizontal coordinates were established by GPS observations
 PX0111.and adjusted by the National Geodetic Survey in October 1994..
 PX0111
 PX0111.The orthometric height was determined by differential leveling
 PX0111.and adjusted by the National Geodetic Survey in June 1991..
 PX0111.WARNING-GPS observations at this control monument resulted in a GPS
 PX0111.derived orthometric height which differed from the leveled height by
 PX0111.more than one decimeter (0.1 meter).
 PX0111
 PX0111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PX0111
 PX0111.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0111
 PX0111.The ellipsoidal height was determined by GPS observations
 PX0111.and is referenced to NAD 83.
 PX0111
 PX0111.The geoid height was determined by GEOID03.
 PX0111
 PX0111.The dynamic height is computed by dividing the NAVD 88
 PX0111.geopotential number by the normal gravity value computed on the
 PX0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0111.degrees latitude (g = 980.6199 gals.).
 PX0111
 PX0111.The modeled gravity was interpolated from observed gravity values.
 PX0111
 PX0111;                    North         East     Units Scale Factor Converg.
 PX0111;SPC WYWC     -   443,672.099   589,209.803   MT  0.99993893   -0 05 42.3
 PX0111;UTM  12      - 4,928,942.383   668,101.759   MT  0.99994752   +1 28 55.7
 PX0111
 PX0111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0111!SPC WYWC     -   0.99975044  x   0.99993893  =   0.99968939
 PX0111!UTM  12      -   0.99975044  x   0.99994752  =   0.99969798
 PX0111
 PX0111                          SUPERSEDED SURVEY CONTROL
 PX0111
 PX0111  ELLIP H (10/19/94) 1592.04   (m)                       GP(       ) 4 1
 PX0111  NGVD 29 (??/??/92) 1603.306  (m)         5260.18   (f) ADJ UNCH    2 0
 PX0111
 PX0111.Superseded values are not recommended for survey control.
 PX0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0111.See file dsdata.txt to determine how the superseded data were derived.
 PX0111
 PX0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6810228942(NAD 83)
 PX0111_MARKER: DB = BENCH MARK DISK
 PX0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0111_STAMPING: D 85 1934
 PX0111_MARK LOGO: CGS   
 PX0111_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0111+STABILITY: SURFACE MOTION
 PX0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0111+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1993
 PX0111
 PX0111  HISTORY     - Date     Condition        Report By
 PX0111  HISTORY     - 1934     MONUMENTED       CGS
 PX0111  HISTORY     - 1966     MARK NOT FOUND   USGS
 PX0111  HISTORY     - 19930723 GOOD             WYDT
 PX0111  HISTORY     - 20000712 GOOD             CGS
 PX0111
 PX0111                          STATION DESCRIPTION
 PX0111
 PX0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0111'9.8 MI E FROM CODY.
 PX0111'ABOUT 9.8 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PX0111'CODY, PARK COUNTY, ABOUT 6.4 MILES EAST OF THE JUNCTION OF STATE
 PX0111'HIGHWAY 420, ABOUT 5.5 MILES EAST OF A SCHOOL, 54.8 FEET NORTH OF THE
 PX0111'CENTER LINE OF THE HIGHWAY, AND ABOUT 4.5 FEET LOWER THAN THE HIGHWAY.
 PX0111'A STANDARD DISK, STAMPED D 85 1934 AND SET IN THE TOP OF A CONCRETE
 PX0111'POST.
 PX0111
 PX0111                          STATION RECOVERY (1966)
 PX0111
 PX0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0111'MARK NOT FOUND.
 PX0111
 PX0111                          STATION RECOVERY (1993)
 PX0111
 PX0111'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1993 (RR)
 PX0111'STATION IS LOCATED ABOUT 14 KM (8.70 MI) EAST OF CODY, ALONG US
 PX0111'HIGHWAYS 14, 16 AND 20, 0.32 KM (0.20 MI) EAST OF THE HIGHWAY JUNCTION
 PX0111'WITH OREGON BASIN ROAD, ON HIGHWAY RIGHT-OF-WAY AT MILE 61.8, IN
 PX0111'CENTRAL SECTION 9, T 52 N, R 100 W.  OWNERSHIP--WYOMING DEPARTMENT OF
 PX0111'TRANSPORTATION. TO REACH FROM THE JUNCTION OF US HIGHWAYS 14, 16, 20
 PX0111'AND STATE HIGHWAY 120 (ABOUT 3 KM (1.85 MI) EAST OF CODY), GO EAST ON
 PX0111'HIGHWAYS 14, 16 AND 20 FOR 11.17 KM (6.95 MI) TO COUNTY ROAD 3FK
 PX0111'(OREGON BASIN ROAD) ON THE RIGHT.  CONTINUE AHEAD FOR 0.32 KM (0.20
 PX0111'MI) TO THE STATION ON THE LEFT. STATION MARK IS A DISK SET IN THE TOP
 PX0111'OF A 15-CM SQUARE CONCRETE POST PROJECTING 20 CM ABOVE GROUND.  IT IS
 PX0111'16.3 M (53.5 FT) NORTH OF, AND ABOUT 1.5 M (4.9 FT) LOWER THAN, THE
 PX0111'HIGHWAY CENTER, AND 13.7 M (44.9 FT) SOUTH OF A FIBERGLASS WITNESS
 PX0111'POST IN THE RIGHT-OF-WAY FENCE. DESCRIBED BY DGA.
 PX0111
 PX0111                          STATION RECOVERY (2000)
 PX0111
 PX0111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0111'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0184 ***********************************************************************
 PW0184  DESIGNATION -  D 86
 PW0184  PID         -  PW0184
 PW0184  STATE/COUNTY-  WY/SHERIDAN
 PW0184  USGS QUAD   -  ACME (1978)
 PW0184
 PW0184                         *CURRENT SURVEY CONTROL
 PW0184  ___________________________________________________________________
 PW0184* NAD 83(1986)-  44 57 32.     (N)    106 56 06.     (W)     SCALED    
 PW0184* NAVD 88     -      1090.018  (meters)    3576.17   (feet)  ADJUSTED  
 PW0184  ___________________________________________________________________
 PW0184  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 PW0184  DYNAMIC HT  -        1089.658 (meters)    3574.99  (feet)  COMP
 PW0184  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 PW0184
 PW0184  VERT ORDER  -  SECOND    CLASS 0
 PW0184
 PW0184.The horizontal coordinates were scaled from a topographic map and have
 PW0184.an estimated accuracy of +/- 6 seconds.
 PW0184
 PW0184.The orthometric height was determined by differential leveling
 PW0184.and adjusted by the National Geodetic Survey in June 1991..
 PW0184
 PW0184.The geoid height was determined by GEOID03.
 PW0184
 PW0184.The dynamic height is computed by dividing the NAVD 88
 PW0184.geopotential number by the normal gravity value computed on the
 PW0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0184.degrees latitude (g = 980.6199 gals.).
 PW0184
 PW0184.The modeled gravity was interpolated from observed gravity values.
 PW0184
 PW0184;                    North         East    Units  Estimated Accuracy
 PW0184;SPC WYEC     -   595,370.      431,430.      MT  (+/- 180 meters Scaled)
 PW0184
 PW0184                          SUPERSEDED SURVEY CONTROL
 PW0184
 PW0184  NGVD 29 (??/??/92) 1089.320  (m)         3573.88   (f) ADJ UNCH    2 0
 PW0184
 PW0184.Superseded values are not recommended for survey control.
 PW0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0184.See file dsdata.txt to determine how the superseded data were derived.
 PW0184
 PW0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK473802(NAD 83)
 PW0184_MARKER: DB = BENCH MARK DISK
 PW0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0184_STAMPING: D 86 1934
 PW0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0184+STABILITY: SURFACE MOTION
 PW0184
 PW0184  HISTORY     - Date     Condition        Report By
 PW0184  HISTORY     - 1934     MONUMENTED       CGS
 PW0184
 PW0184                          STATION DESCRIPTION
 PW0184
 PW0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0184'9.8 MI N FROM MONARCH.
 PW0184'3.7 MILES EAST ALONG U.S. HIGHWAY 87E FROM THE CHICAGO, BURLINGTON AND
 PW0184'QUINCY RAILROAD STATION AT MONARCH, SHERIDAN COUNTY, THENCE 6.1 MILES
 PW0184'NORTH ALONG THE ROAD LEADING TO BIRNEY, MONTANA.  50 FEET EAST OF A
 PW0184'RED STONE HILL, 62 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 PW0184'2-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED D 86 1934
 PW0184'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0148 ***********************************************************************
 NQ0148  DESIGNATION -  D 87
 NQ0148  PID         -  NQ0148
 NQ0148  STATE/COUNTY-  WY/PLATTE
 NQ0148  USGS QUAD   -  DWYER (1990)
 NQ0148
 NQ0148                         *CURRENT SURVEY CONTROL
 NQ0148  ___________________________________________________________________
 NQ0148* NAD 83(1986)-  42 09 00.     (N)    104 56 47.     (W)     SCALED    
 NQ0148* NAVD 88     -      1375.947  (meters)    4514.25   (feet)  ADJUSTED  
 NQ0148  ___________________________________________________________________
 NQ0148  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NQ0148  DYNAMIC HT  -        1375.068 (meters)    4511.37  (feet)  COMP
 NQ0148  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 NQ0148
 NQ0148  VERT ORDER  -  FIRST     CLASS II
 NQ0148
 NQ0148.The horizontal coordinates were scaled from a topographic map and have
 NQ0148.an estimated accuracy of +/- 6 seconds.
 NQ0148
 NQ0148.The orthometric height was determined by differential leveling
 NQ0148.and adjusted by the National Geodetic Survey in June 1991..
 NQ0148
 NQ0148.The geoid height was determined by GEOID03.
 NQ0148
 NQ0148.The dynamic height is computed by dividing the NAVD 88
 NQ0148.geopotential number by the normal gravity value computed on the
 NQ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0148.degrees latitude (g = 980.6199 gals.).
 NQ0148
 NQ0148.The modeled gravity was interpolated from observed gravity values.
 NQ0148
 NQ0148;                    North         East    Units  Estimated Accuracy
 NQ0148;SPC WY E     -   183,260.      218,210.      MT  (+/- 180 meters Scaled)
 NQ0148
 NQ0148                          SUPERSEDED SURVEY CONTROL
 NQ0148
 NQ0148  NGVD 29 (??/??/92) 1375.149  (m)         4511.63   (f) ADJ UNCH    1 2
 NQ0148
 NQ0148.Superseded values are not recommended for survey control.
 NQ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0148.See file dsdata.txt to determine how the superseded data were derived.
 NQ0148
 NQ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG044664(NAD 83)
 NQ0148_MARKER: DB = BENCH MARK DISK
 NQ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0148_STAMPING: D 87 1934
 NQ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0148+STABILITY: SURFACE MOTION
 NQ0148
 NQ0148  HISTORY     - Date     Condition        Report By
 NQ0148  HISTORY     - 1934     MONUMENTED       CGS
 NQ0148  HISTORY     - 1956     GOOD             NGS
 NQ0148  HISTORY     - 1985     GOOD             DMA
 NQ0148
 NQ0148                          STATION DESCRIPTION
 NQ0148
 NQ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0148'9 MI NW FROM WHEATLAND.
 NQ0148'9.0 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0148'FROM THE STATION AT WHEATLAND, 9 RAILS SOUTHWEST OF A ROAD
 NQ0148'CROSSING, 98.2 FEET NORTH OF MILEPOST 223, 56 FEET NORTHEAST
 NQ0148'OF THE NORTHEAST RAIL, 39.7 FEET SOUTHWEST OF A FENCE, 1 FOOT
 NQ0148'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NQ0148'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHWEST
 NQ0148'1/4 OF SECTION 7, TOWNSHIP 25 NORTH, RANGE 67 WEST.
 NQ0148
 NQ0148                          STATION RECOVERY (1985)
 NQ0148
 NQ0148'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0397 ***********************************************************************
 MO0397  DESIGNATION -  D 88
 MO0397  PID         -  MO0397
 MO0397  STATE/COUNTY-  WY/ALBANY
 MO0397  USGS QUAD   -  SHEEP ROCK (1981)
 MO0397
 MO0397                         *CURRENT SURVEY CONTROL
 MO0397  ___________________________________________________________________
 MO0397* NAD 83(1986)-  41 44 48.     (N)    105 24 31.     (W)     SCALED    
 MO0397* NAVD 88     -      1917.475  (meters)    6290.92   (feet)  ADJUSTED  
 MO0397  ___________________________________________________________________
 MO0397  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 MO0397  DYNAMIC HT  -        1916.009 (meters)    6286.11  (feet)  COMP
 MO0397  MODELED GRAV-     979,789.0   (mgal)                       NAVD 88
 MO0397
 MO0397  VERT ORDER  -  SECOND    CLASS 0
 MO0397
 MO0397.The horizontal coordinates were scaled from a topographic map and have
 MO0397.an estimated accuracy of +/- 6 seconds.
 MO0397
 MO0397.The orthometric height was determined by differential leveling
 MO0397.and adjusted by the National Geodetic Survey in June 1991..
 MO0397
 MO0397.The geoid height was determined by GEOID03.
 MO0397
 MO0397.The dynamic height is computed by dividing the NAVD 88
 MO0397.geopotential number by the normal gravity value computed on the
 MO0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0397.degrees latitude (g = 980.6199 gals.).
 MO0397
 MO0397.The modeled gravity was interpolated from observed gravity values.
 MO0397
 MO0397;                    North         East    Units  Estimated Accuracy
 MO0397;SPC WY E     -   138,470.      179,880.      MT  (+/- 180 meters Scaled)
 MO0397
 MO0397                          SUPERSEDED SURVEY CONTROL
 MO0397
 MO0397  NGVD 29 (??/??/92) 1916.51   (m)         6287.7    (f) COMPUTED    2 0
 MO0397
 MO0397.Superseded values are not recommended for survey control.
 MO0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0397.See file dsdata.txt to determine how the superseded data were derived.
 MO0397
 MO0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG660217(NAD 83)
 MO0397_MARKER: DB = BENCH MARK DISK
 MO0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0397_STAMPING: D 88 1934
 MO0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0397+STABILITY: SURFACE MOTION
 MO0397
 MO0397  HISTORY     - Date     Condition        Report By
 MO0397  HISTORY     - 1934     MONUMENTED       CGS
 MO0397  HISTORY     - 1966     MARK NOT FOUND   NGS
 MO0397
 MO0397                          STATION DESCRIPTION
 MO0397
 MO0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0397'1.8 MI S FROM BOSLER.
 MO0397'1.8 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 MO0397'BOSLER, ALBANY COUNTY, THENCE 21.0 MILES NORTHEAST ALONG STATE
 MO0397'HIGHWAY 34, 125 FEET NORTHWEST OF THE BANK OF A CREEK, 42.2 FEET
 MO0397'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT LOWER
 MO0397'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 88 1934 AND SET
 MO0397'IN THE TOP OF A CONCRETE POST.
 MO0397
 MO0397                          STATION RECOVERY (1966)
 MO0397
 MO0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MO0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0063 ***********************************************************************
 MO0063  DESIGNATION -  D 89
 MO0063  PID         -  MO0063
 MO0063  STATE/COUNTY-  WY/LARAMIE
 MO0063  USGS QUAD   -  ROUND TOP (1991)
 MO0063
 MO0063                         *CURRENT SURVEY CONTROL
 MO0063  ___________________________________________________________________
 MO0063* NAD 83(1986)-  41 27 52.     (N)    104 20 18.     (W)     SCALED    
 MO0063* NAVD 88     -      1625.144  (meters)    5331.83   (feet)  ADJUSTED  
 MO0063  ___________________________________________________________________
 MO0063  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 MO0063  DYNAMIC HT  -        1623.906 (meters)    5327.76  (feet)  COMP
 MO0063  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 MO0063
 MO0063  VERT ORDER  -  SECOND    CLASS 0
 MO0063
 MO0063.The horizontal coordinates were scaled from a topographic map and have
 MO0063.an estimated accuracy of +/- 6 seconds.
 MO0063
 MO0063.The orthometric height was determined by differential leveling
 MO0063.and adjusted by the National Geodetic Survey in June 1991..
 MO0063
 MO0063.The geoid height was determined by GEOID03.
 MO0063
 MO0063.The dynamic height is computed by dividing the NAVD 88
 MO0063.geopotential number by the normal gravity value computed on the
 MO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0063.degrees latitude (g = 980.6199 gals.).
 MO0063
 MO0063.The modeled gravity was interpolated from observed gravity values.
 MO0063
 MO0063;                    North         East    Units  Estimated Accuracy
 MO0063;SPC WY E     -   107,430.      269,200.      MT  (+/- 180 meters Scaled)
 MO0063
 MO0063                          SUPERSEDED SURVEY CONTROL
 MO0063
 MO0063  NGVD 29 (??/??/92) 1624.294  (m)         5329.04   (f) ADJ UNCH    2 0
 MO0063
 MO0063.Superseded values are not recommended for survey control.
 MO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0063.See file dsdata.txt to determine how the superseded data were derived.
 MO0063
 MO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF552905(NAD 83)
 MO0063_MARKER: DB = BENCH MARK DISK
 MO0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0063_STAMPING: D 89 1934
 MO0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0063+STABILITY: SURFACE MOTION
 MO0063
 MO0063  HISTORY     - Date     Condition        Report By
 MO0063  HISTORY     - 1934     MONUMENTED       CGS
 MO0063  HISTORY     - 1958     MARK NOT FOUND   USGS
 MO0063
 MO0063                          STATION DESCRIPTION
 MO0063
 MO0063'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO0063'17.8 MI SW FROM LAGRANGE.
 MO0063'IN LARAMIE COUNTY, 4.0 MILES WEST ALONG THE OILED COUNTY ROAD
 MO0063'LEADING TO U.S. HIGHWAY 85 FROM THE POST OFFICE AT LAGRANGE,
 MO0063'GOSHEN COUNTY, THENCE 13.8 MILES SOUTHWEST ALONG U.S. HIGHWAY
 MO0063'85, ON THE TOP OF A SMALL HILL, 33.8 FEET EAST OF THE CENTERLINE
 MO0063'OF THE HIGHWAY, AND 2.9 FEET WEST OF A FENCE.  A STANDARD DISK,
 MO0063'STAMPED D 89 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 MO0063'ROAD HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0121 ***********************************************************************
 PY0121  DESIGNATION -  D 9
 PY0121  PID         -  PY0121
 PY0121  STATE/COUNTY-  WY/PARK
 PY0121  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0121
 PY0121                         *CURRENT SURVEY CONTROL
 PY0121  ___________________________________________________________________
 PY0121* NAD 83(1986)-  44 49 13.     (N)    110 43 41.     (W)     SCALED    
 PY0121* NAVD 88     -      2251.802  (meters)    7387.79   (feet)  ADJUSTED  
 PY0121  ___________________________________________________________________
 PY0121  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY0121  DYNAMIC HT  -        2250.465 (meters)    7383.40  (feet)  COMP
 PY0121  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 PY0121
 PY0121  VERT ORDER  -  FIRST     CLASS II
 PY0121
 PY0121.The horizontal coordinates were scaled from a topographic map and have
 PY0121.an estimated accuracy of +/- 6 seconds.
 PY0121
 PY0121.The orthometric height was determined by differential leveling
 PY0121.and adjusted by the National Geodetic Survey in June 1991..
 PY0121
 PY0121.The geoid height was determined by GEOID03.
 PY0121
 PY0121.The dynamic height is computed by dividing the NAVD 88
 PY0121.geopotential number by the normal gravity value computed on the
 PY0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0121.degrees latitude (g = 980.6199 gals.).
 PY0121
 PY0121.The modeled gravity was interpolated from observed gravity values.
 PY0121
 PY0121;                    North         East    Units  Estimated Accuracy
 PY0121;SPC WYWC     -   481,800.      443,560.      MT  (+/- 180 meters Scaled)
 PY0121
 PY0121                          SUPERSEDED SURVEY CONTROL
 PY0121
 PY0121  NGVD 29 (08/20/92) 2250.490  (m)         7383.48   (f) ADJUSTED    1 2
 PY0121
 PY0121.Superseded values are not recommended for survey control.
 PY0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0121.See file dsdata.txt to determine how the superseded data were derived.
 PY0121
 PY0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ215630(NAD 83)
 PY0121_MARKER: DB = BENCH MARK DISK
 PY0121_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PY0121_SP_SET: UNSPECIFIED ROCK
 PY0121_STAMPING: D 9 1923 7382.889
 PY0121_MARK LOGO: CGS   
 PY0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0121
 PY0121  HISTORY     - Date     Condition        Report By
 PY0121  HISTORY     - 1923     MONUMENTED       CGS
 PY0121  HISTORY     - 1960     GOOD             NGS
 PY0121  HISTORY     - 1983     GOOD             NGS
 PY0121  HISTORY     - 1987     GOOD             NGS
 PY0121
 PY0121                          STATION DESCRIPTION
 PY0121
 PY0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0121'8.4 MI N FROM NORRIS.
 PY0121'ABOUT 8.4 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS
 PY0121'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 0.2 MILE SOUTH OF OBSIDIAN
 PY0121'CREEK, AT THE SOUTHWEST FOOT OF OBSIDIAN CLIFF, SET IN THE TOP OF AN
 PY0121'OBSIDIAN BOULDER WHICH PROJECTS 18 INCHES ABOVE THE GROUND, 21 1/2
 PY0121'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 23 1/2 FEET NORTH OF A
 PY0121'10-INCH FIR TREE, AND ABOUT 1 1/2 FEET ABOVE THE HIGHWAY.
 PY0121
 PY0121                          STATION RECOVERY (1983)
 PY0121
 PY0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0121'RECOVERED IN GOOD CONDITION.
 PY0121
 PY0121                          STATION RECOVERY (1987)
 PY0121
 PY0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0207 ***********************************************************************
 MO0207  DESIGNATION -  D 90
 MO0207  PID         -  MO0207
 MO0207  STATE/COUNTY-  WY/LARAMIE
 MO0207  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0207
 MO0207                         *CURRENT SURVEY CONTROL
 MO0207  ___________________________________________________________________
 MO0207* NAD 83(1986)-  41 07 42.     (N)    104 45 44.     (W)     SCALED    
 MO0207* NAVD 88     -      1824.289  (meters)    5985.19   (feet)  ADJUSTED  
 MO0207  ___________________________________________________________________
 MO0207  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 MO0207  DYNAMIC HT  -        1822.699 (meters)    5979.97  (feet)  COMP
 MO0207  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 MO0207
 MO0207  VERT ORDER  -  SECOND    CLASS 0
 MO0207
 MO0207.The horizontal coordinates were scaled from a topographic map and have
 MO0207.an estimated accuracy of +/- 6 seconds.
 MO0207
 MO0207.The orthometric height was determined by differential leveling
 MO0207.and adjusted by the National Geodetic Survey in June 1991..
 MO0207
 MO0207.The geoid height was determined by GEOID03.
 MO0207
 MO0207.The dynamic height is computed by dividing the NAVD 88
 MO0207.geopotential number by the normal gravity value computed on the
 MO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0207.degrees latitude (g = 980.6199 gals.).
 MO0207
 MO0207.The modeled gravity was interpolated from observed gravity values.
 MO0207
 MO0207;                    North         East    Units  Estimated Accuracy
 MO0207;SPC WY E     -    69,850.      233,960.      MT  (+/- 180 meters Scaled)
 MO0207
 MO0207                          SUPERSEDED SURVEY CONTROL
 MO0207
 MO0207  NGVD 29 (??/??/92) 1823.273  (m)         5981.85   (f) ADJ UNCH    2 0
 MO0207
 MO0207.Superseded values are not recommended for survey control.
 MO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0207.See file dsdata.txt to determine how the superseded data were derived.
 MO0207
 MO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF199530(NAD 83)
 MO0207_MARKER: DB = BENCH MARK DISK
 MO0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0207_STAMPING: D 90 1934
 MO0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0207+STABILITY: SURFACE MOTION
 MO0207
 MO0207  HISTORY     - Date     Condition        Report By
 MO0207  HISTORY     - 1934     MONUMENTED       CGS
 MO0207  HISTORY     - 1960     MARK NOT FOUND   USGS
 MO0207  HISTORY     - 1982     MARK NOT FOUND   NGS
 MO0207
 MO0207                          STATION DESCRIPTION
 MO0207
 MO0207'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MO0207'2.6 MI E FROM CHEYENNE.
 MO0207'2.6 MILES E ALONG THE UNION PACIFIC RR FROM THE STATION AT
 MO0207'CHEYENNE, LARAMIE COUNTY, 0.3 MILE WEST OF THE JUNCTION OF THE
 MO0207'CHICAGO, BURLINGTON AND QUINCY RR, 96.7 FEET SE OF A BLOCK
 MO0207'SIGNAL, 91 FEET S OF THE CENTERLINE OF THE TRACK, 25 FEET SW
 MO0207'OF A POLE, AND ABOUT 8 FEET LOWER THAN THE TRACK.  A STANDARD
 MO0207'DISK STAMPED D 90 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0207
 MO0207                          STATION RECOVERY (1982)
 MO0207
 MO0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MO0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4598 ***********************************************************************
 AA4598  DESIGNATION -  D 90 RESET
 AA4598  PID         -  AA4598
 AA4598  STATE/COUNTY-  WY/LARAMIE
 AA4598  USGS QUAD   -  CHEYENNE NORTH (1994)
 AA4598
 AA4598                         *CURRENT SURVEY CONTROL
 AA4598  ___________________________________________________________________
 AA4598* NAD 83(1986)-  41 07 42.     (N)    104 45 44.     (W)     SCALED    
 AA4598* NAVD 88     -      1824.02   (+/-2cm)    5984.3    (feet)  VERTCON   
 AA4598  ___________________________________________________________________
 AA4598  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 AA4598
 AA4598  VERT ORDER  -  THIRD (See Below)
 AA4598
 AA4598.The horizontal coordinates were scaled from a topographic map and have
 AA4598.an estimated accuracy of +/- 6 seconds.
 AA4598
 AA4598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4598.The vertical order pertains to the NGVD 29 superseded value.
 AA4598
 AA4598.The geoid height was determined by GEOID03.
 AA4598
 AA4598;                    North         East    Units  Estimated Accuracy
 AA4598;SPC WY E     -    69,850.      233,960.      MT  (+/- 180 meters Scaled)
 AA4598
 AA4598                          SUPERSEDED SURVEY CONTROL
 AA4598
 AA4598  NGVD 29 (03/28/06) 1823.01   (m)         5981.0    (f) RESET       3  
 AA4598
 AA4598.Superseded values are not recommended for survey control.
 AA4598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4598.See file dsdata.txt to determine how the superseded data were derived.
 AA4598
 AA4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF199530(NAD 83)
 AA4598_MARKER: DV = VERTICAL CONTROL DISK
 AA4598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4598_STAMPING: D 90 RESET 1977
 AA4598_MARK LOGO: NGS   
 AA4598_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA4598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4598+STABILITY: SURFACE MOTION
 AA4598
 AA4598  HISTORY     - Date     Condition        Report By
 AA4598  HISTORY     - 1977     MONUMENTED       UPRR
 AA4598
 AA4598                          STATION DESCRIPTION
 AA4598
 AA4598'DESCRIBED BY UNION PACIFIC RAILROAD 1977 (SWH)
 AA4598'2.6 MILES (4.2 KM) EAST ALONG UNION PACIFIC RAILROAD FROM THE STATION
 AA4598'IN CHEYENNE, 0.3 MILES (0.5 KM) WEST OF JUNCTION OF CHICAGO,
 AA4598'BURLINGTON, AND QUINCY RAILROAD, 179 FEET (54.6 M) EAST OF THREE
 AA4598'QUARTER MILE MARKER ON SIGNAL POLE, IN LINE OF SIGNAL AND
 AA4598'COMMUNICATIONS LINE, 44 FEET (13.4 M) NORTH ALONG CENTERLINE OF NORTH
 AA4598'TRACK, 9 FEET (2.7 M) LOWER THAN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0093 ***********************************************************************
 MO0093  DESIGNATION -  D 91
 MO0093  PID         -  MO0093
 MO0093  STATE/COUNTY-  WY/LARAMIE
 MO0093  USGS QUAD   -  PINE BLUFFS (1992)
 MO0093
 MO0093                         *CURRENT SURVEY CONTROL
 MO0093  ___________________________________________________________________
 MO0093* NAD 83(1986)-  41 11 10.     (N)    104 03 13.     (W)     SCALED    
 MO0093* NAVD 88     -      1533.709  (meters)    5031.84   (feet)  ADJUSTED  
 MO0093  ___________________________________________________________________
 MO0093  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 MO0093  DYNAMIC HT  -        1532.514 (meters)    5027.92  (feet)  COMP
 MO0093  MODELED GRAV-     979,791.0   (mgal)                       NAVD 88
 MO0093
 MO0093  VERT ORDER  -  SECOND    CLASS 0
 MO0093
 MO0093.The horizontal coordinates were scaled from a topographic map and have
 MO0093.an estimated accuracy of +/- 6 seconds.
 MO0093
 MO0093.The orthometric height was determined by differential leveling
 MO0093.and adjusted by the National Geodetic Survey in June 1991..
 MO0093
 MO0093.The geoid height was determined by GEOID03.
 MO0093
 MO0093.The dynamic height is computed by dividing the NAVD 88
 MO0093.geopotential number by the normal gravity value computed on the
 MO0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0093.degrees latitude (g = 980.6199 gals.).
 MO0093
 MO0093.The modeled gravity was interpolated from observed gravity values.
 MO0093
 MO0093;                    North         East    Units  Estimated Accuracy
 MO0093;SPC WY E     -    76,790.      293,380.      MT  (+/- 180 meters Scaled)
 MO0093
 MO0093                          SUPERSEDED SURVEY CONTROL
 MO0093
 MO0093  NGVD 29 (??/??/92) 1532.910  (m)         5029.22   (f) ADJ UNCH    2 0
 MO0093
 MO0093.Superseded values are not recommended for survey control.
 MO0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0093.See file dsdata.txt to determine how the superseded data were derived.
 MO0093
 MO0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF793598(NAD 83)
 MO0093_MARKER: DB = BENCH MARK DISK
 MO0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0093_STAMPING: D-91-1934
 MO0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0093+STABILITY: SURFACE MOTION
 MO0093
 MO0093  HISTORY     - Date     Condition        Report By
 MO0093  HISTORY     - 1934     MONUMENTED       CGS
 MO0093  HISTORY     - 1963     MARK NOT FOUND   USGS
 MO0093  HISTORY     - 1978     MARK NOT FOUND   DOD
 MO0093
 MO0093                          STATION DESCRIPTION
 MO0093
 MO0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0093'0.9 MI E FROM PINE BLUFFS.
 MO0093'0.9 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0093'AT PINE BLUFFS, LARAMIE COUNTY, 30 FEET WEST OF THE
 MO0093'WYOMING-NEBRASKA STATE LINE POST, 79.8 FEET SOUTH OF THE SOUTH
 MO0093'RAIL, 10.4 FEET NORTH OF A FENCE, AND 6 FEET LOWER THAN THE
 MO0093'TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 MO0093
 MO0093                          STATION RECOVERY (1963)
 MO0093
 MO0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO0093'MARK NOT FOUND.
 MO0093
 MO0093                          STATION RECOVERY (1978)
 MO0093
 MO0093'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 MO0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0299 ***********************************************************************
 MO0299  DESIGNATION -  D 92
 MO0299  PID         -  MO0299
 MO0299  STATE/COUNTY-  WY/LARAMIE
 MO0299  USGS QUAD   -  BRISTOL RIDGE (1990)
 MO0299
 MO0299                         *CURRENT SURVEY CONTROL
 MO0299  ___________________________________________________________________
 MO0299* NAD 83(1986)-  41 31 33.     (N)    104 54 23.     (W)     SCALED    
 MO0299* NAVD 88     -      1833.534  (meters)    6015.52   (feet)  ADJUSTED  
 MO0299  ___________________________________________________________________
 MO0299  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MO0299  DYNAMIC HT  -        1832.058 (meters)    6010.68  (feet)  COMP
 MO0299  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 MO0299
 MO0299  VERT ORDER  -  SECOND    CLASS 0
 MO0299
 MO0299.The horizontal coordinates were scaled from a topographic map and have
 MO0299.an estimated accuracy of +/- 6 seconds.
 MO0299
 MO0299.The orthometric height was determined by differential leveling
 MO0299.and adjusted by the National Geodetic Survey in June 1991..
 MO0299
 MO0299.The geoid height was determined by GEOID03.
 MO0299
 MO0299.The dynamic height is computed by dividing the NAVD 88
 MO0299.geopotential number by the normal gravity value computed on the
 MO0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0299.degrees latitude (g = 980.6199 gals.).
 MO0299
 MO0299.The modeled gravity was interpolated from observed gravity values.
 MO0299
 MO0299;                    North         East    Units  Estimated Accuracy
 MO0299;SPC WY E     -   113,950.      221,720.      MT  (+/- 180 meters Scaled)
 MO0299
 MO0299                          SUPERSEDED SURVEY CONTROL
 MO0299
 MO0299  NGVD 29 (??/??/92) 1832.604  (m)         6012.47   (f) ADJ UNCH    2 0
 MO0299
 MO0299.Superseded values are not recommended for survey control.
 MO0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0299.See file dsdata.txt to determine how the superseded data were derived.
 MO0299
 MO0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF078971(NAD 83)
 MO0299_MARKER: DB = BENCH MARK DISK
 MO0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0299_STAMPING: D 92 1934
 MO0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0299+STABILITY: SURFACE MOTION
 MO0299
 MO0299  HISTORY     - Date     Condition        Report By
 MO0299  HISTORY     - 1934     MONUMENTED       CGS
 MO0299  HISTORY     - 1941     GOOD             NGS
 MO0299
 MO0299                          STATION DESCRIPTION
 MO0299
 MO0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0299'18 MI S FROM CHUGWATER.
 MO0299'IN LARAMIE COUNTY, 18 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM
 MO0299'CHUGWATER, PLATTE COUNTY, 2.1 MILES NORTH OF LITTLE BEAR CREEK,
 MO0299'AT THE JUNCTION OF A ROAD LEADING WEST, 70 FEET SOUTHWEST OF THE
 MO0299'CENTERLINE OF THE HIGHWAY 46 FEET SOUTHEAST OF THE CENTERLINE OF
 MO0299'A SIDE ROAD, 18 FEET SOUTHWEST OF A FENCE CORNER, AND 3 FEET
 MO0299'NORTHWEST OF THE FENCE LINE.  A STANDARD DISK, STAMPED D 92 1934
 MO0299'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0081 ***********************************************************************
 NQ0081  DESIGNATION -  D 95
 NQ0081  PID         -  NQ0081
 NQ0081  STATE/COUNTY-  WY/GOSHEN
 NQ0081  USGS QUAD   -  LINGLE (1990)
 NQ0081
 NQ0081                         *CURRENT SURVEY CONTROL
 NQ0081  ___________________________________________________________________
 NQ0081* NAD 83(1986)-  42 13 32.     (N)    104 17 41.     (W)     SCALED    
 NQ0081* NAVD 88     -      1301.691  (meters)    4270.63   (feet)  ADJUSTED  
 NQ0081  ___________________________________________________________________
 NQ0081  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 NQ0081  DYNAMIC HT  -        1300.869 (meters)    4267.93  (feet)  COMP
 NQ0081  MODELED GRAV-     979,944.8   (mgal)                       NAVD 88
 NQ0081
 NQ0081  VERT ORDER  -  SECOND    CLASS 0
 NQ0081
 NQ0081.The horizontal coordinates were scaled from a topographic map and have
 NQ0081.an estimated accuracy of +/- 6 seconds.
 NQ0081
 NQ0081.The orthometric height was determined by differential leveling
 NQ0081.and adjusted by the National Geodetic Survey in June 1991..
 NQ0081
 NQ0081.The geoid height was determined by GEOID03.
 NQ0081
 NQ0081.The dynamic height is computed by dividing the NAVD 88
 NQ0081.geopotential number by the normal gravity value computed on the
 NQ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0081.degrees latitude (g = 980.6199 gals.).
 NQ0081
 NQ0081.The modeled gravity was interpolated from observed gravity values.
 NQ0081
 NQ0081;                    North         East    Units  Estimated Accuracy
 NQ0081;SPC WY E     -   192,000.      271,980.      MT  (+/- 180 meters Scaled)
 NQ0081
 NQ0081                          SUPERSEDED SURVEY CONTROL
 NQ0081
 NQ0081  NGVD 29 (??/??/92) 1300.924  (m)         4268.11   (f) ADJ UNCH    2 0
 NQ0081
 NQ0081.Superseded values are not recommended for survey control.
 NQ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0081.See file dsdata.txt to determine how the superseded data were derived.
 NQ0081
 NQ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG582750(NAD 83)
 NQ0081_MARKER: DB = BENCH MARK DISK
 NQ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0081_STAMPING: D 95 1934
 NQ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0081+STABILITY: SURFACE MOTION
 NQ0081
 NQ0081  HISTORY     - Date     Condition        Report By
 NQ0081  HISTORY     - 1934     MONUMENTED       CGS
 NQ0081  HISTORY     - 1951     GOOD             NGS
 NQ0081  HISTORY     - 1963     MARK NOT FOUND   USGS
 NQ0081
 NQ0081                          STATION DESCRIPTION
 NQ0081
 NQ0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 NQ0081'7.3 MI N FROM LINGLE.
 NQ0081'7.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 NQ0081'LINGLE, GOSHEN COUNTY, 46.5 FEET EAST OF THE CENTERLINE OF THE
 NQ0081'HIGHWAY, 4.5 FEET SOUTHWEST OF A CORNER FENCE POST, AND 3.5 FEET
 NQ0081'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 95
 NQ0081'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- EVIDENTLY
 NQ0081'THE FENCE MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 NQ0081'REMOVED.  THE BENCH MARK IS ACROSS THE HIGHWAY AND 40 OR 50 FEET
 NQ0081'SOUTH OF THE RANCH GATE (CATTLE GUARD).
 NQ0081
 NQ0081                          STATION RECOVERY (1963)
 NQ0081
 NQ0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NQ0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0082 ***********************************************************************
 NQ0082  DESIGNATION -  D 95 RESET
 NQ0082  PID         -  NQ0082
 NQ0082  STATE/COUNTY-  WY/GOSHEN
 NQ0082  USGS QUAD   -  LINGLE (1990)
 NQ0082
 NQ0082                         *CURRENT SURVEY CONTROL
 NQ0082  ___________________________________________________________________
 NQ0082* NAD 83(1986)-  42 13 32.     (N)    104 17 41.     (W)     SCALED    
 NQ0082* NAVD 88     -      1301.87   (meters)    4271.2    (feet)  RESET     
 NQ0082  ___________________________________________________________________
 NQ0082  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 NQ0082
 NQ0082  VERT ORDER  -  THIRD
 NQ0082
 NQ0082.The horizontal coordinates were scaled from a topographic map and have
 NQ0082.an estimated accuracy of +/- 6 seconds.
 NQ0082
 NQ0082.The orthometric height was computed from unverified reset data.
 NQ0082.No vertical observational check was made to the station.
 NQ0082
 NQ0082.The geoid height was determined by GEOID03.
 NQ0082
 NQ0082;                    North         East    Units  Estimated Accuracy
 NQ0082;SPC WY E     -   192,000.      271,980.      MT  (+/- 180 meters Scaled)
 NQ0082
 NQ0082                          SUPERSEDED SURVEY CONTROL
 NQ0082
 NQ0082  NGVD 29 (??/??/??) 1301.10   (m)         4268.7    (f) RESET       3  
 NQ0082
 NQ0082.Superseded values are not recommended for survey control.
 NQ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0082.See file dsdata.txt to determine how the superseded data were derived.
 NQ0082
 NQ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG582750(NAD 83)
 NQ0082_MARKER: DB = BENCH MARK DISK
 NQ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0082_STAMPING: D 95 RESET 1967
 NQ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0082+STABILITY: SURFACE MOTION
 NQ0082
 NQ0082  HISTORY     - Date     Condition        Report By
 NQ0082  HISTORY     - 1967     MONUMENTED       WYHD
 NQ0082
 NQ0082                          STATION DESCRIPTION
 NQ0082
 NQ0082'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1967
 NQ0082'7.3 MI N FROM LINGLE.
 NQ0082'ABOUT 7.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 NQ0082'AT LINGLE, 75 FEET SOUTH OF THE APPROACH ON THE WEST SIDE OF THE
 NQ0082'HIGHWAY, 74 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 NQ0082'WEST OF A RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE
 NQ0082'POST PROJECTING 1/2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0048 ***********************************************************************
 MO0048  DESIGNATION -  D 96
 MO0048  PID         -  MO0048
 MO0048  STATE/COUNTY-  WY/LARAMIE
 MO0048  USGS QUAD   -  TRACY (1963)
 MO0048
 MO0048                         *CURRENT SURVEY CONTROL
 MO0048  ___________________________________________________________________
 MO0048* NAD 83(1986)-  41 10 54.     (N)    104 12 58.     (W)     SCALED    
 MO0048* NAVD 88     -      1605.212  (meters)    5266.43   (feet)  ADJUSTED  
 MO0048  ___________________________________________________________________
 MO0048  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MO0048  DYNAMIC HT  -        1603.924 (meters)    5262.21  (feet)  COMP
 MO0048  MODELED GRAV-     979,764.9   (mgal)                       NAVD 88
 MO0048
 MO0048  VERT ORDER  -  SECOND    CLASS 0
 MO0048
 MO0048.The horizontal coordinates were scaled from a topographic map and have
 MO0048.an estimated accuracy of +/- 6 seconds.
 MO0048
 MO0048.The orthometric height was determined by differential leveling
 MO0048.and adjusted by the National Geodetic Survey in June 1991..
 MO0048
 MO0048.The geoid height was determined by GEOID03.
 MO0048
 MO0048.The dynamic height is computed by dividing the NAVD 88
 MO0048.geopotential number by the normal gravity value computed on the
 MO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0048.degrees latitude (g = 980.6199 gals.).
 MO0048
 MO0048.The modeled gravity was interpolated from observed gravity values.
 MO0048
 MO0048;                    North         East    Units  Estimated Accuracy
 MO0048;SPC WY E     -    76,130.      279,750.      MT  (+/- 180 meters Scaled)
 MO0048
 MO0048                          SUPERSEDED SURVEY CONTROL
 MO0048
 MO0048  NGVD 29 (??/??/92) 1604.340  (m)         5263.57   (f) ADJ UNCH    2 0
 MO0048
 MO0048.Superseded values are not recommended for survey control.
 MO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0048.See file dsdata.txt to determine how the superseded data were derived.
 MO0048
 MO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF657592(NAD 83)
 MO0048_MARKER: DB = BENCH MARK DISK
 MO0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0048_STAMPING: D 96 1934
 MO0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0048+STABILITY: SURFACE MOTION
 MO0048
 MO0048  HISTORY     - Date     Condition        Report By
 MO0048  HISTORY     - 1934     MONUMENTED       CGS
 MO0048
 MO0048                          STATION DESCRIPTION
 MO0048
 MO0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0048'2.6 MI NE FROM EGBERT.
 MO0048'2.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0048'STATION AT EGBERT, 44.2 FEET NORTHWEST OF THE WEST RAIL, 40.8
 MO0048'FEET WEST OF THE CENTERLINE OF A ROAD, 3 FEET WEST OF A
 MO0048'NORTH-AND-SOUTH FENCE, AND 2.2 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 MO0048'FENCE.  A STANDARD DISK, STAMPED D 96 1934 AND SET IN THE TOP
 MO0048'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0011 ***********************************************************************
 MO0011  DESIGNATION -  D 97
 MO0011  PID         -  MO0011
 MO0011  STATE/COUNTY-  WY/GOSHEN
 MO0011  USGS QUAD   -  LA GRANGE (1990)
 MO0011
 MO0011                         *CURRENT SURVEY CONTROL
 MO0011  ___________________________________________________________________
 MO0011* NAD 83(1986)-  41 41 55.     (N)    104 12 03.     (W)     SCALED    
 MO0011* NAVD 88     -      1364.089  (meters)    4475.35   (feet)  ADJUSTED  
 MO0011  ___________________________________________________________________
 MO0011  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 MO0011  DYNAMIC HT  -        1363.135 (meters)    4472.22  (feet)  COMP
 MO0011  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 MO0011
 MO0011  VERT ORDER  -  SECOND    CLASS 0
 MO0011
 MO0011.The horizontal coordinates were scaled from a topographic map and have
 MO0011.an estimated accuracy of +/- 6 seconds.
 MO0011
 MO0011.The orthometric height was determined by differential leveling
 MO0011.and adjusted by the National Geodetic Survey in June 1991..
 MO0011
 MO0011.The geoid height was determined by GEOID03.
 MO0011
 MO0011.The dynamic height is computed by dividing the NAVD 88
 MO0011.geopotential number by the normal gravity value computed on the
 MO0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0011.degrees latitude (g = 980.6199 gals.).
 MO0011
 MO0011.The modeled gravity was interpolated from observed gravity values.
 MO0011
 MO0011;                    North         East    Units  Estimated Accuracy
 MO0011;SPC WY E     -   133,560.      280,390.      MT  (+/- 180 meters Scaled)
 MO0011
 MO0011                          SUPERSEDED SURVEY CONTROL
 MO0011
 MO0011  NGVD 29 (??/??/92) 1363.293  (m)         4472.74   (f) ADJ UNCH    2 0
 MO0011
 MO0011.Superseded values are not recommended for survey control.
 MO0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0011.See file dsdata.txt to determine how the superseded data were derived.
 MO0011
 MO0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG664166(NAD 83)
 MO0011_MARKER: DB = BENCH MARK DISK
 MO0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0011_STAMPING: D 97 1934
 MO0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0011+STABILITY: SURFACE MOTION
 MO0011
 MO0011  HISTORY     - Date     Condition        Report By
 MO0011  HISTORY     - 1934     MONUMENTED       CGS
 MO0011
 MO0011                          STATION DESCRIPTION
 MO0011
 MO0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0011'4.5 MI NW FROM LAGRANGE.
 MO0011'4.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0011'STATION AT LAGRANGE, 11 RAILS SOUTHEAST OF THE WEST RAIL, 6.8
 MO0011'FEET SOUTH OF THE SOUTHEAST END OF A GATE, IN A FENCE CORNER,
 MO0011'2.4 FEET NORTH OF AN EAST-AND-WEST FENCE, AND 2.2 FEET SOUTHWEST
 MO0011'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 97 1934
 MO0011'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE PHRASE ABOUT
 MO0011'11 RAILS SOUTHEAST OF THE WEST RAIL SHOULD READ ABOUT 11 RAILS
 MO0011'SOUTHEAST OF MILEPOST 45, WEST OF THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0326 ***********************************************************************
 MO0326  DESIGNATION -  D 99
 MO0326  PID         -  MO0326
 MO0326  STATE/COUNTY-  WY/PLATTE
 MO0326  USGS QUAD   -  KLUTZ CANYON (1990)
 MO0326
 MO0326                         *CURRENT SURVEY CONTROL
 MO0326  ___________________________________________________________________
 MO0326* NAD 83(1986)-  41 45 20.     (N)    104 43 49.     (W)     SCALED    
 MO0326* NAVD 88     -      1661.984  (meters)    5452.69   (feet)  ADJUSTED  
 MO0326  ___________________________________________________________________
 MO0326  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 MO0326  DYNAMIC HT  -        1660.751 (meters)    5448.65  (feet)  COMP
 MO0326  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 MO0326
 MO0326  VERT ORDER  -  SECOND    CLASS 0
 MO0326
 MO0326.The horizontal coordinates were scaled from a topographic map and have
 MO0326.an estimated accuracy of +/- 6 seconds.
 MO0326
 MO0326.The orthometric height was determined by differential leveling
 MO0326.and adjusted by the National Geodetic Survey in June 1991..
 MO0326
 MO0326.The geoid height was determined by GEOID03.
 MO0326
 MO0326.The dynamic height is computed by dividing the NAVD 88
 MO0326.geopotential number by the normal gravity value computed on the
 MO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0326.degrees latitude (g = 980.6199 gals.).
 MO0326
 MO0326.The modeled gravity was interpolated from observed gravity values.
 MO0326
 MO0326;                    North         East    Units  Estimated Accuracy
 MO0326;SPC WY E     -   139,520.      236,290.      MT  (+/- 180 meters Scaled)
 MO0326
 MO0326                          SUPERSEDED SURVEY CONTROL
 MO0326
 MO0326  NGVD 29 (??/??/92) 1661.131  (m)         5449.89   (f) ADJ UNCH    2 0
 MO0326
 MO0326.Superseded values are not recommended for survey control.
 MO0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0326.See file dsdata.txt to determine how the superseded data were derived.
 MO0326
 MO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG224226(NAD 83)
 MO0326_MARKER: DB = BENCH MARK DISK
 MO0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0326_STAMPING: D 99 1934
 MO0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0326+STABILITY: SURFACE MOTION
 MO0326
 MO0326  HISTORY     - Date     Condition        Report By
 MO0326  HISTORY     - 1934     MONUMENTED       CGS
 MO0326  HISTORY     - 1941     GOOD             NGS
 MO0326
 MO0326                          STATION DESCRIPTION
 MO0326
 MO0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0326'5 MI E FROM CHUGWATER.
 MO0326'5 MILES EAST ALONG THE COUNTY ROAD LEADING TO HAWK SPRINGS
 MO0326'FROM THE COLORADO AND SOUTHERN RAILWAY STATION AT CHUGWATER,
 MO0326'PLATTE COUNTY, AT A CROSS ROAD, 36 FEET NORTH OF THE CENTERLINE
 MO0326'OF THE HAWK SPRINGS ROAD, 35 FEET EAST OF THE CENTERLINE OF THE
 MO0326'CROSS ROAD, IN A FENCE CORNER, 3 FEET NORTH OF THE EAST-AND-WEST
 MO0326'FENCE, AND 2 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD
 MO0326'DISK, STAMPED D 99 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0147 ***********************************************************************
 PY0147  DESIGNATION -  DA 1
 PY0147  PID         -  PY0147
 PY0147  STATE/COUNTY-  WY/PARK
 PY0147  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0147
 PY0147                         *CURRENT SURVEY CONTROL
 PY0147  ___________________________________________________________________
 PY0147* NAD 83(1986)-  44 34 23.     (N)    110 49 15.     (W)     SCALED    
 PY0147* NAVD 88     -      2189.480  (meters)    7183.32   (feet)  ADJUSTED  
 PY0147  ___________________________________________________________________
 PY0147  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PY0147  DYNAMIC HT  -        2188.117 (meters)    7178.85  (feet)  COMP
 PY0147  MODELED GRAV-     979,916.4   (mgal)                       NAVD 88
 PY0147
 PY0147  VERT ORDER  -  FIRST     CLASS II
 PY0147
 PY0147.The horizontal coordinates were scaled from a topographic map and have
 PY0147.an estimated accuracy of +/- 6 seconds.
 PY0147
 PY0147.The orthometric height was determined by differential leveling
 PY0147.and adjusted by the National Geodetic Survey in June 1991..
 PY0147.WARNING-Repeat measurements at this control monument indicate possible
 PY0147.vertical movement.
 PY0147
 PY0147.The geoid height was determined by GEOID03.
 PY0147
 PY0147.The dynamic height is computed by dividing the NAVD 88
 PY0147.geopotential number by the normal gravity value computed on the
 PY0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0147.degrees latitude (g = 980.6199 gals.).
 PY0147
 PY0147.The modeled gravity was interpolated from observed gravity values.
 PY0147
 PY0147;                    North         East    Units  Estimated Accuracy
 PY0147;SPC WYWC     -   454,510.      435,520.      MT  (+/- 180 meters Scaled)
 PY0147
 PY0147                          SUPERSEDED SURVEY CONTROL
 PY0147
 PY0147  NGVD 29 (08/20/92) 2188.153  (m)         7178.97   (f) ADJUSTED    1 2
 PY0147
 PY0147.Superseded values are not recommended for survey control.
 PY0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0147.See file dsdata.txt to determine how the superseded data were derived.
 PY0147
 PY0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ142355(NAD 83)
 PY0147_MARKER: DB = BENCH MARK DISK
 PY0147_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PY0147_SP_SET: ABUTMENT
 PY0147_STAMPING: DA 1 1934
 PY0147_MARK LOGO: CGS   
 PY0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0147
 PY0147  HISTORY     - Date     Condition        Report By
 PY0147  HISTORY     - 1934     MONUMENTED       BPR
 PY0147  HISTORY     - 1987     GOOD             NGS
 PY0147
 PY0147                          STATION DESCRIPTION
 PY0147
 PY0147'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1934
 PY0147'6.0 MI S FROM MADISON JUNCTION.
 PY0147'6.0 MILES SOUTH ALONG THE MADISON JUNCTION-OLD FAITHFUL ROAD FROM
 PY0147'MADISON JUNCTION, YELLOWSTONE NATIONAL PARK, 100 YARDS SOUTH OF THE
 PY0147'SIXTH MILEPOST FROM MADISON JUNCTION, AND IN THE TOP OF THE NORTHEAST
 PY0147'ABUTMENT OF THE NEW BRIDGE OVER NEZ PERCE CREEK.  A STANDARD DISK,
 PY0147'STAMPED DA 1 1934.
 PY0147
 PY0147                          STATION RECOVERY (1987)
 PY0147
 PY0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0147'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.0 KM
 PY0147'(6.20 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY FROM
 PY0147'ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN
 PY0147'MADISON JUNCTION, IN TOP OF AND 0.4 M (1.3 FT) NORTH OF THE SOUTH END
 PY0147'OF THE NORTHEAST ABUTMENT OF A HIGHWAY BRIDGE SPANNING NEZ PERCE
 PY0147'CREEK, AND 3.7 M (12.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 PY0147'HIGHWAY.
 PY0147'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0149 ***********************************************************************
 PY0149  DESIGNATION -  DA 3
 PY0149  PID         -  PY0149
 PY0149  STATE/COUNTY-  WY/PARK
 PY0149  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0149
 PY0149                         *CURRENT SURVEY CONTROL
 PY0149  ___________________________________________________________________
 PY0149* NAD 83(1986)-  44 30 51.     (N)    110 49 53.     (W)     SCALED    
 PY0149* NAVD 88     -      2212.869  (meters)    7260.05   (feet)  ADJUSTED  
 PY0149  ___________________________________________________________________
 PY0149  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PY0149  DYNAMIC HT  -        2211.475 (meters)    7255.48  (feet)  COMP
 PY0149  MODELED GRAV-     979,908.3   (mgal)                       NAVD 88
 PY0149
 PY0149  VERT ORDER  -  FIRST     CLASS II
 PY0149
 PY0149.The horizontal coordinates were scaled from a topographic map and have
 PY0149.an estimated accuracy of +/- 6 seconds.
 PY0149
 PY0149.The orthometric height was determined by differential leveling
 PY0149.and adjusted by the National Geodetic Survey in June 1991..
 PY0149
 PY0149.The geoid height was determined by GEOID03.
 PY0149
 PY0149.The dynamic height is computed by dividing the NAVD 88
 PY0149.geopotential number by the normal gravity value computed on the
 PY0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0149.degrees latitude (g = 980.6199 gals.).
 PY0149
 PY0149.The modeled gravity was interpolated from observed gravity values.
 PY0149
 PY0149;                    North         East    Units  Estimated Accuracy
 PY0149;SPC WYWC     -   447,990.      434,520.      MT  (+/- 180 meters Scaled)
 PY0149
 PY0149                          SUPERSEDED SURVEY CONTROL
 PY0149
 PY0149  NGVD 29 (08/20/92) 2211.546  (m)         7255.71   (f) ADJUSTED    1 2
 PY0149
 PY0149.Superseded values are not recommended for survey control.
 PY0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0149.See file dsdata.txt to determine how the superseded data were derived.
 PY0149
 PY0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ134289(NAD 83)
 PY0149_MARKER: DB = BENCH MARK DISK
 PY0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0149_SP_SET: CONCRETE POST
 PY0149_STAMPING: DA 3 1934
 PY0149_MARK LOGO: CGS   
 PY0149_PROJECTION: PROJECTING 50 CENTIMETERS
 PY0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0149+STABILITY: SURFACE MOTION
 PY0149
 PY0149  HISTORY     - Date     Condition        Report By
 PY0149  HISTORY     - 1935     MONUMENTED       BPR
 PY0149  HISTORY     - 1959     GOOD             USGS
 PY0149  HISTORY     - 1987     POOR             NGS
 PY0149
 PY0149                          STATION DESCRIPTION
 PY0149
 PY0149'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PY0149'4.8 MI N FROM OLD-FAITHFUL.
 PY0149'4.8 MILES NORTH ALONG THE OLD FAITHFUL-MADISON JUNCTION ROAD FROM OLD
 PY0149'FAITHFUL, YELLOWSTONE NATIONAL PARK, AND 20 FEET NORTHWEST OF THE
 PY0149'INTERSECTION OF THE FOUNTAIN FREIGHT ROAD.  A STANDARD DISK, STAMPED
 PY0149'DA 3 1935 AND SET IN THE TOP OF A CONCRETE POST.
 PY0149
 PY0149                          STATION RECOVERY (1987)
 PY0149
 PY0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0149'RECOVERED IN POOR CONDITION.  A NEW DESCRIPTION FOLLOWS.  18.0 KM
 PY0149'(11.20 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY FROM
 PY0149'THE JUNCTION OF MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN MADISON
 PY0149'JUNCTION, 8.0 KM (4.95 MI) NORTH OF THE OLD FAITHFUL OVERPASS, 13.1 M
 PY0149'(43.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 11.3 M
 PY0149'(37.1 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING NORTHWEST.
 PY0149'NOTE--THE MONUMENT IS WEATHER BEATEN AND ABOUT 1/3 OF THE TOP PART OF
 PY0149'THE MONUMENT IS MISSING.
 PY0149'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0014 ***********************************************************************
 PY0014  DESIGNATION -  DA 3
 PY0014  PID         -  PY0014
 PY0014  STATE/COUNTY-  WY/PARK
 PY0014  USGS QUAD   -  LAKE (1986)
 PY0014
 PY0014                         *CURRENT SURVEY CONTROL
 PY0014  ___________________________________________________________________
 PY0014* NAD 83(1986)-  44 36 28.     (N)    110 23 18.     (W)     SCALED    
 PY0014* NAVD 88     -      2354.865  (meters)    7725.92   (feet)  ADJUSTED  
 PY0014  ___________________________________________________________________
 PY0014  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0014  DYNAMIC HT  -        2353.321 (meters)    7720.85  (feet)  COMP
 PY0014  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 PY0014
 PY0014  VERT ORDER  -  FIRST     CLASS II
 PY0014
 PY0014.The horizontal coordinates were scaled from a topographic map and have
 PY0014.an estimated accuracy of +/- 6 seconds.
 PY0014
 PY0014.The orthometric height was determined by differential leveling
 PY0014.and adjusted by the National Geodetic Survey in June 1991..
 PY0014
 PY0014.The geoid height was determined by GEOID03.
 PY0014
 PY0014.The dynamic height is computed by dividing the NAVD 88
 PY0014.geopotential number by the normal gravity value computed on the
 PY0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0014.degrees latitude (g = 980.6199 gals.).
 PY0014
 PY0014.The modeled gravity was interpolated from observed gravity values.
 PY0014
 PY0014;                    North         East    Units  Estimated Accuracy
 PY0014;SPC WYWC     -   457,590.      469,950.      MT  (+/- 180 meters Scaled)
 PY0014
 PY0014                          SUPERSEDED SURVEY CONTROL
 PY0014
 PY0014  NGVD 29 (08/20/92) 2353.487  (m)         7721.40   (f) ADJUSTED    1 2
 PY0014
 PY0014.Superseded values are not recommended for survey control.
 PY0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0014.See file dsdata.txt to determine how the superseded data were derived.
 PY0014
 PY0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ485395(NAD 83)
 PY0014_MARKER: DD = SURVEY DISK
 PY0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0014_SP_SET: CONCRETE POST
 PY0014_STAMPING: DA 3 1934 7718.383
 PY0014_MARK LOGO: BPR   
 PY0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0014+STABILITY: SURFACE MOTION
 PY0014
 PY0014  HISTORY     - Date     Condition        Report By
 PY0014  HISTORY     - UNK      MONUMENTED       BPR
 PY0014  HISTORY     - 1958     GOOD             USGS
 PY0014  HISTORY     - 1987     GOOD             NGS
 PY0014  HISTORY     - 1988     GOOD             USGS
 PY0014
 PY0014                          STATION DESCRIPTION
 PY0014
 PY0014'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0014'3.4 MI N FROM LAKE JUNCTION.
 PY0014'3.4 MILES NORTH ALONG THE LAKE JUNCTION-CANYON JUNCTION ROAD FROM LAKE
 PY0014'JUNCTION, YELLOWSTONE NATIONAL PARK, 0.5 MILE WEST OF A WATER STATION,
 PY0014'AND 40 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A U. S. BUREAU OF
 PY0014'PUBLIC ROADS STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 PY0014
 PY0014                          STATION RECOVERY (1987)
 PY0014
 PY0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0014'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 PY0014'DIRECTION TO THE CENTERLINE OF THE HIGHWAY IS SOUTH INSTEAD OF NORTH.
 PY0014'ADD--66.0 M (216.5 FT) WEST OF THE WEST END OF A PAVED HIGHWAY
 PY0014'PULLOUT ON THE NORTH SIDE OF THE HIGHWAY, AND 13.0 M (42.7 FT) WEST
 PY0014'OF THE WEST END OF A STONE HEADWALL.  NOTE--THE ORIGINAL DESCRIPTION
 PY0014'STATES THAT THE DISK IS UNSTAMPED, BUT IS STAMPED AS ABOVE.
 PY0014
 PY0014                          STATION RECOVERY (1988)
 PY0014
 PY0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0682 ***********************************************************************
 MP0682  DESIGNATION -  DAD
 MP0682  PID         -  MP0682
 MP0682  STATE/COUNTY-  WY/SWEETWATER
 MP0682  USGS QUAD   -  EIGHTMILE LAKE (1981)
 MP0682
 MP0682                         *CURRENT SURVEY CONTROL
 MP0682  ___________________________________________________________________
 MP0682* NAD 83(1993)-  41 30 30.00825(N)    107 55 38.86641(W)     ADJUSTED  
 MP0682* NAVD 88     -      2063.     (meters)    6768.     (feet)  SCALED    
 MP0682  ___________________________________________________________________
 MP0682  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 MP0682  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MP0682
 MP0682  HORZ ORDER  -  SECOND
 MP0682
 MP0682.The horizontal coordinates were established by classical geodetic methods
 MP0682.and adjusted by the National Geodetic Survey in January 1997..
 MP0682
 MP0682.The orthometric height was scaled from a topographic map.
 MP0682
 MP0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0682
 MP0682.The geoid height was determined by GEOID03.
 MP0682
 MP0682;                    North         East     Units Scale Factor Converg.
 MP0682;SPC WYWC     -   112,299.358   668,665.890   MT  0.99999550   +0 32 42.5
 MP0682;SPC WYEC     -   212,143.125   350,401.810   MT  0.99996776   -0 23 37.5
 MP0682;UTM  13      - 4,599,327.999   255,684.059   MT  1.00033463   -1 56 27.9
 MP0682;UTM  12      - 4,599,748.566   756,424.727   MT  1.00040927   +2 02 14.5
 MP0682
 MP0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0682!SPC WYWC     -   0.99967881  x   0.99999550  =   0.99967431
 MP0682!SPC WYEC     -   0.99967881  x   0.99996776  =   0.99964658
 MP0682!UTM  13      -   0.99967881  x   1.00033463  =   1.00001333
 MP0682!UTM  12      -   0.99967881  x   1.00040927  =   1.00008795
 MP0682
 MP0682|---------------------------------------------------------------------|
 MP0682| PID    Reference Object                     Distance      Geod. Az  |
 MP0682|                                                           dddmmss.s |
 MP0682| CP4792 DAD RM 2                             14.577 METERS 04839     |
 MP0682| CP4790 DAD AZ MK                                          1352128.2 |
 MP0682| CP4791 DAD RM 1                             14.515 METERS 14541     |
 MP0682|---------------------------------------------------------------------|
 MP0682
 MP0682                          SUPERSEDED SURVEY CONTROL
 MP0682
 MP0682  NAD 83(1986)-  41 30 29.99618(N)    107 55 38.85634(W) AD(       ) 2
 MP0682  NAD 27      -  41 30 30.14100(N)    107 55 36.57000(W) AD(       ) 2
 MP0682
 MP0682.Superseded values are not recommended for survey control.
 MP0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0682.See file dsdata.txt to determine how the superseded data were derived.
 MP0682
 MP0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF5568499328(NAD 83)
 MP0682_MARKER: DS = TRIANGULATION STATION DISK
 MP0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0682+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 MP0682
 MP0682  HISTORY     - Date     Condition        Report By
 MP0682  HISTORY     - 1937     MONUMENTED       CGS
 MP0682  HISTORY     - 1954     GOOD             FAS
 MP0682  HISTORY     - 1970     GOOD             USGS
 MP0682  HISTORY     - 20050629 GOOD             INDIV
 MP0682
 MP0682                          STATION DESCRIPTION
 MP0682
 MP0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0682'THIS STATION IS ABOUT 10 MILES S BY E FROM WAMSUTTER, WYOMING.
 MP0682'ABOUT 12 MILES NW OF DAD POST OFFICE, WYOMING.  NEAR THE
 MP0682'CARBON COUNTY-SWEETWATER COUNTY LINE.  ON THE TOP OF A LOW
 MP0682'BARE RIDGE THAT RUNS N AND S.
 MP0682'
 MP0682'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MP0682'BRONZE DISKS SET IN 10-INCH SQUARE CONCRETE BLOCKS.  SURFACE,
 MP0682'REFERENCE, AND AZIMUTH MARKS PROJECT 1 FOOT ABOVE THE GROUND.
 MP0682'
 MP0682'SURFACE MARK IS APPROXIMATELY 17 FEET (PACED) LEFT (W) OF
 MP0682'CENTER LINE OF ROAD, AND A SMALL LAKE BED LIES 3/4 MILE TO
 MP0682'THE E.
 MP0682'
 MP0682'REFERENCE MARK NO. 1 IS 47.62 FEET SE OF THE STATION.
 MP0682'
 MP0682'REFERENCE MARK NO. 2 IS 47.82 FEET NE OF THE STATION.
 MP0682'
 MP0682'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SE OF THE STATION
 MP0682'(BY SPEEDOMETER) AND APPROXIMATELY 15 FEET W OF THE ROAD.
 MP0682'
 MP0682'TO REACH FROM BAGGS, WYOMING, GO N ON STATE HIGHWAY 87 (PAVED)
 MP0682'FOR 22 MILES TO CROSSROADS AT DAD SHEARING COMPANY.  TURN
 MP0682'LEFT ON GRADED DIRT ROAD AND GO 0.35 MILE TO DAD POST OFFICE.
 MP0682'CONTINUE WESTERLY ACROSS STEEL BRIDGE AND NORTHERLY ON GRADED
 MP0682'DIRT ROAD 11.15 MILES TO WOODEN BRIDGE.  CONTINUE NORTHERLY
 MP0682'0.8 MILE TO WELL TRAVELED TRAIL ROAD LEFT.  TURN LEFT (W) AND
 MP0682'GO 0.15 MILE TO THREE FORKS IN TRAIL ROAD.  CONTINUE W AND
 MP0682'N ON MAIN-TRAVELED TRAIL ROAD 0.9 MILE TO FORK.  TAKE LEFT
 MP0682'FORK AND GO 1.85 MILES TO A FORK.  TAKE RIGHT FORK AND GO
 MP0682'0.85 MILE ALONG TOP OF RIDGE ON MAIN-TRAVELED TRAIL ROAD TO
 MP0682'STATION.
 MP0682
 MP0682                          STATION RECOVERY (1954)
 MP0682
 MP0682'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 MP0682'STATION AND R.M. NO. 1 AND NO. 2 RECOVERED IN GOOD CONDITION.
 MP0682'PUBLISHED DESCRIPTION ADEQUATE
 MP0682
 MP0682                          STATION RECOVERY (1970)
 MP0682
 MP0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GDF)
 MP0682'ALL MARKS RECOVERED IN GOOD CONDITION
 MP0682'
 MP0682'WAMSUTTER, U.P.R.R. X-ING.  SOUTH ON GRADED ROAD 7.3 MILES
 MP0682'TO GRADED ROAD RIGHT. TURN RIGHT GO 3.8 MILES, TO ROAD LEFT,
 MP0682'TURN SOUTH FOLLOW MAIN ROAD 1.5 MILES, TURN LEFT ACROSS
 MP0682'COUNTRY 0.3 MILE TO TOP OF RIDGE AND STATION.
 MP0682
 MP0682                          STATION RECOVERY (2005)
 MP0682
 MP0682'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KL)
 MP0682'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0199 ***********************************************************************
 NS0199  DESIGNATION -  DAILEY
 NS0199  PID         -  NS0199
 NS0199  STATE/COUNTY-  WY/FREMONT
 NS0199  USGS QUAD   -  SULPHUR BAR SPRING (1980)
 NS0199
 NS0199                         *CURRENT SURVEY CONTROL
 NS0199  ___________________________________________________________________
 NS0199* NAD 83(1993)-  42 22 19.87137(N)    108 16 13.34520(W)     ADJUSTED  
 NS0199* NAVD 88     -      2129.6    (meters)    6987.     (feet)  VERTCON   
 NS0199  ___________________________________________________________________
 NS0199  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 NS0199  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 NS0199
 NS0199  HORZ ORDER  -  THIRD
 NS0199
 NS0199.The horizontal coordinates were established by classical geodetic methods
 NS0199.and adjusted by the National Geodetic Survey in January 1997..
 NS0199
 NS0199.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0199
 NS0199.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0199
 NS0199.The geoid height was determined by GEOID03.
 NS0199
 NS0199;                    North         East     Units Scale Factor Converg.
 NS0199;SPC WYWC     -   208,027.885   639,502.581   MT  0.99995669   +0 19 23.7
 NS0199;UTM  12      - 4,694,710.461   724,746.995   MT  1.00022152   +1 50 25.4
 NS0199
 NS0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0199!SPC WYWC     -   0.99966816  x   0.99995669  =   0.99962487
 NS0199!UTM  12      -   0.99966816  x   1.00022152  =   0.99988961
 NS0199
 NS0199:                Primary Azimuth Mark                     Grid Az
 NS0199:SPC WYWC     -  RUSS                                     246 42 31.5
 NS0199:UTM  12      -  RUSS                                     245 11 29.8
 NS0199
 NS0199|---------------------------------------------------------------------|
 NS0199| PID    Reference Object                     Distance      Geod. Az  |
 NS0199|                                                           dddmmss.s |
 NS0199| NS0200 RUSS                                APPROX. 4.5 KM 2470155.2 |
 NS0199|---------------------------------------------------------------------|
 NS0199
 NS0199                          SUPERSEDED SURVEY CONTROL
 NS0199
 NS0199  NAD 83(1986)-  42 22 19.85641(N)    108 16 13.34500(W) AD(       ) 3
 NS0199  NAD 27      -  42 22 20.00920(N)    108 16 10.98982(W) AD(       ) 3
 NS0199  NGVD 29 (07/19/86) 2128.4    (m)         6983.     (f) VERT ANG       
 NS0199
 NS0199.Superseded values are not recommended for survey control.
 NS0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0199.See file dsdata.txt to determine how the superseded data were derived.
 NS0199
 NS0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM2474794710(NAD 83)
 NS0199_MARKER: DD = SURVEY DISK
 NS0199_SETTING: 0 = UNSPECIFIED SETTING
 NS0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0199
 NS0199  HISTORY     - Date     Condition        Report By
 NS0199  HISTORY     - 1951     MONUMENTED       USGS
 NS0199
 NS0199                          STATION DESCRIPTION
 NS0199
 NS0199'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0199'STATION IS LOCATED ABOUT 12 MI. -AIRLINE- SSE. OF BRIDGE OVER THE
 NS0199'SWEETWATER RIVER ON U.S. HIGHWAY 287.
 NS0199'
 NS0199'TO REACH STATION FROM BRIDGE OVER THE SWEETWATER RIVER ON U.S. HIGHWAY
 NS0199'287, GO SW. ON HIGHWAY 287 FOR 0.25 MI. TO BISON BASIN RD.  TURN RIGHT
 NS0199'ONTO BISON BASIN RD. GO 7.95 MI. TO T-RD. RIGHT TO BEN ITURRIANS RANCH
 NS0199'ON SULPHER CREEK.  CONTINUE 2.8 MI. ON RD. TO ITURRIANS RANCH, CROSS
 NS0199'SULPHER CREEK ON BRIDGE AT RANCH AND TURN RIGHT ONTO RD. GOING S. UP
 NS0199'SULPHER CREEK.
 NS0199'CONTINUE ON THIS RD. 2.8 MI. TO X-RDS. TURN RIGHT, GO 1.4 MI. TO RD.
 NS0199'FORK, TAKE LEFT FORK. CONTINUE 0.5 MI. TO TOP OF RIDGE.  STATION IS
 NS0199'LOCATED 75 FT. N. RIGHT OF RD. ON EDGE OF RIDGE.
 NS0199'
 NS0199'STATION MARK - STANDARD BRONZE TABLET SET IN TOP OF 3 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0309 ***********************************************************************
 NS0309  DESIGNATION -  DALE
 NS0309  PID         -  NS0309
 NS0309  STATE/COUNTY-  WY/SUBLETTE
 NS0309  USGS QUAD   -  MOUNT AIRY (1980)
 NS0309
 NS0309                         *CURRENT SURVEY CONTROL
 NS0309  ___________________________________________________________________
 NS0309* NAD 83(1993)-  42 49 15.16347(N)    109 54 35.39023(W)     ADJUSTED  
 NS0309* NAVD 88     -      2363.     (meters)    7753.     (feet)  VERTCON   
 NS0309  ___________________________________________________________________
 NS0309  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 NS0309  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 NS0309
 NS0309  HORZ ORDER  -  THIRD
 NS0309
 NS0309.The horizontal coordinates were established by classical geodetic methods
 NS0309.and adjusted by the National Geodetic Survey in January 1997..
 NS0309
 NS0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0309
 NS0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0309
 NS0309.The geoid height was determined by GEOID03.
 NS0309
 NS0309;                    North         East     Units Scale Factor Converg.
 NS0309;SPC WY W     -   357,770.865   814,187.721   MT  0.99993998   +0 07 04.6
 NS0309;UTM  12      - 4,741,500.295   589,116.006   MT  0.99969770   +0 44 27.8
 NS0309
 NS0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0309!SPC WY W     -   0.99963133  x   0.99993998  =   0.99957133
 NS0309!UTM  12      -   0.99963133  x   0.99969770  =   0.99932914
 NS0309
 NS0309:                Primary Azimuth Mark                     Grid Az
 NS0309:SPC WY W     -  MESA ET                                  204 17 24.1
 NS0309:UTM  12      -  MESA ET                                  203 40 00.9
 NS0309
 NS0309|---------------------------------------------------------------------|
 NS0309| PID    Reference Object                     Distance      Geod. Az  |
 NS0309|                                                           dddmmss.s |
 NS0309| NS0310 MESA ET                             APPROX. 2.4 KM 2042428.7 |
 NS0309|---------------------------------------------------------------------|
 NS0309
 NS0309                          SUPERSEDED SURVEY CONTROL
 NS0309
 NS0309  NAD 83(1993)-  42 49 15.15387(N)    109 54 35.38812(W) AD(       ) 3
 NS0309  NAD 83(1986)-  42 49 15.14196(N)    109 54 35.37881(W) AD(       ) 3
 NS0309  NAD 27      -  42 49 15.34580(N)    109 54 32.82569(W) AD(       ) 3
 NS0309  NGVD 29 (07/19/86) 2362.     (m)         7749.     (f) VERT ANG       
 NS0309
 NS0309.Superseded values are not recommended for survey control.
 NS0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0309.See file dsdata.txt to determine how the superseded data were derived.
 NS0309
 NS0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN8911641500(NAD 83)
 NS0309_MARKER: I = METAL ROD
 NS0309_SETTING: 0 = UNSPECIFIED SETTING
 NS0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0309
 NS0309  HISTORY     - Date     Condition        Report By
 NS0309  HISTORY     - 1964     MONUMENTED       USFS
 NS0309
 NS0309                          STATION DESCRIPTION
 NS0309
 NS0309'DESCRIBED BY US FOREST SERVICE 1964
 NS0309'LOCATED ABOUT 4 MI. SW. OF PINEDALE AND 9 MI. SE. OF DANIEL NEAR THE
 NS0309'W. END OF A SMALL TOP AT THE N. END OF A LARGE FLAT TOP KNOWN AS
 NS0309'---THE MESA---.
 NS0309'
 NS0309'TO REACH FROM THE PINEDALE POST OFFICE GO E. ON U.S. HIGHWAY 187 0.15
 NS0309'MI., TURN RIGHT PAST COURTHOUSE AND FOLLOW MAIN TRAVELED RD. 5.5 MI.
 NS0309'TO Y-RD., TAKE LEFT FORK OVER CATTLEGUARD 0.5 MI., TAKE TRACK RD. LEFT
 NS0309'0.2 MI. TO TOP AND STATION.
 NS0309'
 NS0309'STATION MARK - IRON PIPE PROJECTING 0.5 FT. WITH METAL TAG STAMPED
 NS0309'---DALE---.
 NS0309'
 NS0309'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1051 ***********************************************************************
 MO1051  DESIGNATION -  DALE
 MO1051  PID         -  MO1051
 MO1051  STATE/COUNTY-  WY/LARAMIE
 MO1051  USGS QUAD   -  MIDWAY SW (1991)
 MO1051
 MO1051                         *CURRENT SURVEY CONTROL
 MO1051  ___________________________________________________________________
 MO1051* NAD 83(1993)-  41 17 02.76598(N)    104 24 25.17110(W)     ADJUSTED  
 MO1051* NAVD 88     -      1725.     (meters)    5659.     (feet)  SCALED    
 MO1051  ___________________________________________________________________
 MO1051  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 MO1051  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 MO1051
 MO1051  HORZ ORDER  -  SECOND
 MO1051
 MO1051.The horizontal coordinates were established by classical geodetic methods
 MO1051.and adjusted by the National Geodetic Survey in January 1997..
 MO1051
 MO1051.The orthometric height was scaled from a topographic map.
 MO1051
 MO1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1051
 MO1051.The geoid height was determined by GEOID03.
 MO1051
 MO1051;                    North         East     Units Scale Factor Converg.
 MO1051;SPC WY E     -    87,348.835   263,636.405   MT  0.99998732   +0 30 04.5
 MO1051;UTM  13      - 4,570,465.378   549,658.236   MT  0.99963035   +0 23 28.6
 MO1051
 MO1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1051!SPC WY E     -   0.99973224  x   0.99998732  =   0.99971956
 MO1051!UTM  13      -   0.99973224  x   0.99963035  =   0.99936269
 MO1051
 MO1051:                Primary Azimuth Mark                     Grid Az
 MO1051:SPC WY E     -  DALE AZ MK                               000 10 05.8
 MO1051:UTM  13      -  DALE AZ MK                               000 16 41.7
 MO1051
 MO1051|---------------------------------------------------------------------|
 MO1051| PID    Reference Object                     Distance      Geod. Az  |
 MO1051|                                                           dddmmss.s |
 MO1051| CP9111 DALE AZ MK                                         0004010.3 |
 MO1051| CP9112 DALE RM 1                            19.682 METERS 06514     |
 MO1051| MO1039 BURNS MUNICIPAL TANK                APPROX.11.0 KM 1573822.6 |
 MO1051| CP9113 DALE RM 2                            15.289 METERS 18152     |
 MO1051| CP9114 DALE RM 3                            15.060 METERS 35741     |
 MO1051|---------------------------------------------------------------------|
 MO1051
 MO1051                          SUPERSEDED SURVEY CONTROL
 MO1051
 MO1051  NAD 83(1986)-  41 17 02.75455(N)    104 24 25.16896(W) AD(       ) 2
 MO1051  NAD 27      -  41 17 02.82530(N)    104 24 23.31110(W) AD(       ) 2
 MO1051
 MO1051.Superseded values are not recommended for survey control.
 MO1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1051.See file dsdata.txt to determine how the superseded data were derived.
 MO1051
 MO1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF4965870465(NAD 83)
 MO1051_MARKER: DS = TRIANGULATION STATION DISK
 MO1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1051_MARK LOGO: CGS   
 MO1051_PROJECTION: FLUSH
 MO1051_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1051+STABILITY: SURFACE MOTION
 MO1051
 MO1051  HISTORY     - Date     Condition        Report By
 MO1051  HISTORY     - 1960     MONUMENTED       CGS
 MO1051  HISTORY     - 1963     GOOD             CGS
 MO1051  HISTORY     - 19940430 MARK NOT FOUND   LOCSUR
 MO1051
 MO1051                          STATION DESCRIPTION
 MO1051
 MO1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1051'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH AND 2.5 MILES
 MO1051'WEST OF BURNS, AT THE EAST EDGE OF SEC. 10, T. 15 N., R. 63 W.,
 MO1051'AT THE HIGHEST POINT WHERE AN EAST-WEST COUNTY ROAD CROSSES
 MO1051'A LOW RIDGE ABOUT 0.3 MILE SOUTH OF A CROSSROAD.
 MO1051'
 MO1051'THE STATION MARK, STAMPED DALE 1960, PROJECTS 3 INCHES AND
 MO1051'IS 4.6 FEET SOUTH OF A C AND GS WITNESS SIGN AND 2 FEET EAST
 MO1051'OF THE WEST RIGHT OF WAY FENCE.
 MO1051'
 MO1051'REFERENCE MARK NO. 1, STAMPED DALE R.M. 1 1960, PROJECTS
 MO1051'ONE INCH AND IS 1.5 FEET WEST OF THE EAST RIGHT OF WAY FENCE.
 MO1051'
 MO1051'REFERENCE MARK NO. 2, STAMPED DALE R.M. 2 1960, PROJECTS
 MO1051'ONE INCH AND IS ONE FOOT EAST OF THE WEST RIGHT OF WAY FENCE.
 MO1051'
 MO1051'THE AZIMUTH MARK, STAMPED DALE 1960, PROJECTS 4 INCHES.
 MO1051'IT IS AT A HALF-SECTION LINE IN THE SOUTHEAST ANGLE OF A T
 MO1051'INTERSECTION, 18 INCHES SOUTHWEST OF A FENCE CORNER AND ONE
 MO1051'FOOT WEST OF THE RIGHT OF WAY FENCE.  FROM THE STATION GO NORTH
 MO1051'ON COUNTY ROAD FOR 0.8 MILE TO A SIDE ROAD EAST AND MARK ON
 MO1051'RIGHT.
 MO1051'
 MO1051'TO REACH FROM THE POST OFFICE IN BURNS--GO NORTH FOR 0.5
 MO1051'MILE TO THE RAILROAD DEPOT, TURN LEFT AND GO WEST ALONG SOUTH
 MO1051'SIDE OF TRACKS FOR 0.5 MILE TO CROSSROAD, TURN RIGHT ACROSS
 MO1051'TRACKS AND GO NORTH FOR 1.4 MILES TO CROSSROAD, TURN LEFT
 MO1051'AND GO WEST FOR 2.0 MILES TO A T-INTERSECTION, TURN RIGHT AND
 MO1051'GO NORTH FOR 4.1 MILES TO A WHITE FARM HOUSE ON LEFT THEN
 MO1051'CONTINUE AHEAD NORTH FOR 0.4 MILE TO STATION ON LEFT.
 MO1051'
 MO1051'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MO1051
 MO1051                          STATION RECOVERY (1963)
 MO1051
 MO1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1051'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 MO1051'WERE RECOVERED AND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 MO1051'WAS DESTROYED BY ROAD MACHINERY.  REFERENCE MARK NO. 3 WAS
 MO1051'ESTABLISHED BY THIS PARTY.
 MO1051'
 MO1051'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.
 MO1051'THE DIRECTION TO THE AZIMUTH MARK MISSED THE PREVIOUS DIRECTION
 MO1051'BY 06.0 SECONDS.
 MO1051'
 MO1051'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MO1051'
 MO1051'THE STATION IS 6.5 MILES NORTH AND 2.5 MILES WEST OF BURNS,
 MO1051'ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH COUNTY ROAD, IN
 MO1051'THE NORTHEAST QUARTER OF SECTION 10, T 15 N, R 63 W.
 MO1051'
 MO1051'TO REACH THE STATION FROM THE POST OFFICE IN BURNS, GO NORTH
 MO1051'ON A PAVED ROAD FOR 0.25 MILE TO THE RAILROAD DEPOT.  TURN
 MO1051'LEFT AND GO WEST ALONG THE SOUTH SIDE OF THE TRACKS ON A
 MO1051'GRAVEL ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN RIGHT, CROSS
 MO1051'THE TRACKS AND GO NORTH ON A GRAVEL ROAD FOR 1.25 MILE TO A
 MO1051'CROSSROAD.  TURN LEFT AND GO WEST FOR 2.0 MILES TO A SIDE
 MO1051'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 4.2 MILES TO
 MO1051'A WHITE FARM HOUSE (TRIMBLE RESIDENCE) ON THE LEFT.  CONTINUE
 MO1051'NORTH FOR 0.5 MILE TO THE TOP OF A SMALL RISE AND THE STATION
 MO1051'ON THE LEFT.
 MO1051'
 MO1051'STATION MARK IS A STANDARD DISK STAMPED DALE 1960, SET IN
 MO1051'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 128
 MO1051'FEET NORTH OF A POWER POLE WITH A TRIANGULAR BLAZE, 32 FEET
 MO1051'WEST OF THE CENTER OF A GRAVEL ROAD, 4.8 FEET SOUTHEAST OF
 MO1051'A METAL WITNESS POST AND 2.5 FEET EAST OF A FENCE.  THE
 MO1051'UNDERGROUND DISK WAS NOT INSPECTED.
 MO1051'
 MO1051'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DALE R.M. 2 1960,
 MO1051'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MO1051'IS 78 FEET NORTH OF THE POWER POLE, 34 FEET WEST OF THE
 MO1051'CENTER OF THE GRAVEL ROAD 1 FOOT EAST OF A FENCE.
 MO1051'
 MO1051'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DALE NO
 MO1051'3 1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 MO1051'INCHES.  IT IS 46.5 FEET NORTH OF THE WITNESS POST, 32 FEET
 MO1051'WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT EAST OF THE
 MO1051'FENCE.
 MO1051'
 MO1051'AZIMUTH MARK IS A STANDARD DISK STAMPED DALE 1960, SET IN A
 MO1051'SQUARE CONCRETE POST FLUSH WITH THE SURFACE.  IT IS 25 FEET
 MO1051'EAST OF THE CENTER OF THE GRAVEL ROAD, 31 FEET NORTH OF A
 MO1051'TELEPHONE POLE, 13 FEET SOUTH OF THE CENTER OF A FIELD ROAD,
 MO1051'2 FEET SOUTHWEST OF A CORNER FENCE POST AND 1.3 FEET WEST OF
 MO1051'A METAL WITNESS POST.
 MO1051'
 MO1051'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 MO1051'GRAVEL ROAD FOR 0.75 MILE TO A FIELD ROAD AND THE AZIMUTH MARK
 MO1051'ON THE RIGHT.
 MO1051'
 MO1051'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MO1051
 MO1051                          STATION RECOVERY (1994)
 MO1051
 MO1051'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1994
 MO1051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0246 ***********************************************************************
 NS0246  DESIGNATION -  DALLAS
 NS0246  PID         -  NS0246
 NS0246  STATE/COUNTY-  WY/FREMONT
 NS0246  USGS QUAD   -  WEISER PASS (1978)
 NS0246
 NS0246                         *CURRENT SURVEY CONTROL
 NS0246  ___________________________________________________________________
 NS0246* NAD 83(1993)-  42 44 16.19476(N)    108 36 42.49940(W)     ADJUSTED  
 NS0246* NAVD 88     -      1730.8    (meters)    5678.     (feet)  VERTCON   
 NS0246  ___________________________________________________________________
 NS0246  LAPLACE CORR-         -10.42  (seconds)                    DEFLEC99
 NS0246  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 NS0246
 NS0246  HORZ ORDER  -  THIRD
 NS0246
 NS0246.The horizontal coordinates were established by classical geodetic methods
 NS0246.and adjusted by the National Geodetic Survey in January 1997..
 NS0246
 NS0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0246
 NS0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0246
 NS0246.The geoid height was determined by GEOID03.
 NS0246
 NS0246;                    North         East     Units Scale Factor Converg.
 NS0246;SPC WYWC     -   248,540.555   611,315.606   MT  0.99993907   +0 05 37.6
 NS0246;UTM  12      - 4,734,467.880   695,487.919   MT  1.00007018   +1 37 16.5
 NS0246
 NS0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0246!SPC WYWC     -   0.99973055  x   0.99993907  =   0.99966963
 NS0246!UTM  12      -   0.99973055  x   1.00007018  =   0.99980071
 NS0246
 NS0246:                Primary Azimuth Mark                     Grid Az
 NS0246:SPC WYWC     -  LANDER                                   282 32 50.0
 NS0246:UTM  12      -  LANDER                                   281 01 11.1
 NS0246
 NS0246|---------------------------------------------------------------------|
 NS0246| PID    Reference Object                     Distance      Geod. Az  |
 NS0246|                                                           dddmmss.s |
 NS0246| NS0238 LANDER                              APPROX.10.5 KM 2823827.6 |
 NS0246|---------------------------------------------------------------------|
 NS0246
 NS0246                          SUPERSEDED SURVEY CONTROL
 NS0246
 NS0246  NAD 83(1986)-  42 44 16.17917(N)    108 36 42.50152(W) AD(       ) 3
 NS0246  NAD 27      -  42 44 16.32990(N)    108 36 40.09925(W) AD(       ) 3
 NS0246  NGVD 29 (07/19/86) 1729.8    (m)         5675.     (f) VERT ANG       
 NS0246
 NS0246.Superseded values are not recommended for survey control.
 NS0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0246.See file dsdata.txt to determine how the superseded data were derived.
 NS0246
 NS0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9548834468(NAD 83)
 NS0246_MARKER: DD = SURVEY DISK
 NS0246_SETTING: 0 = UNSPECIFIED SETTING
 NS0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0246
 NS0246  HISTORY     - Date     Condition        Report By
 NS0246  HISTORY     - 1950     MONUMENTED       USGS
 NS0246
 NS0246                          STATION DESCRIPTION
 NS0246
 NS0246'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0246'STATION IS LOCATED ABOUT 6 MI. E. AND 6 MI. S. OF TOWN OF LANDER,
 NS0246'WYOMING, ON RED SOIL, PINE TREE COVERED HILL AT SE. EDGE OF DALLAS OIL
 NS0246'FIELD.
 NS0246'
 NS0246'TO REACH FROM BRIDGE AT E. END OF MAIN STREET IN TOWN OF LANDER,
 NS0246'WYOMING, FOLLOW U.S. HIGHWAY 287 E. FOR 7.4 MI. TO FORK.  TAKE LEFT
 NS0246'FORK FOR 1.2 MI.  TURN LEFT ONTO OILED RD. AND PROCEED FOR 0.9 MI.
 NS0246'TURN RIGHT JUST BEYOND BRIDGE AND AT 0.05 MI. TAKE RIGHT FORK.  TAKE
 NS0246'THREE MORE RIGHT FORKS EACH AT A DISTANCE OF 0.1 MI. FROM THE
 NS0246'PROCEEDING FORK.  ABOUT 150 FT. ALONG THIRD RIGHT FORK TURN RIGHT AND
 NS0246'PROCEED ALONG RD. FOR 0.1 MI. TO FORK.  TAKE LEFT FORK AND PROCEED
 NS0246'ALONG THIS RD. FOR 0.2 MI. TO POINT OF INTERSECTION WITH ROAD LEADING
 NS0246'TO OIL WELL.  STATION IS LOCATED ON HILL 580 FT. SE. OF THIS POINT.
 NS0246'
 NS0246'STATION MARK - STANDARD TABLET IMBEDDED IN CONCRETE POST PROTRUDING
 NS0246'ABOUT 6 IN. ABOVE THE GROUND AND STAMPED ---WR-DALLAS 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0510 ***********************************************************************
 NQ0510  DESIGNATION -  DANDO
 NQ0510  PID         -  NQ0510
 NQ0510  STATE/COUNTY-  WY/PLATTE
 NQ0510  USGS QUAD   -  HAUSHAR RANCH (1990)
 NQ0510
 NQ0510                         *CURRENT SURVEY CONTROL
 NQ0510  ___________________________________________________________________
 NQ0510* NAD 83(1993)-  42 26 13.92975(N)    104 50 18.96353(W)     ADJUSTED  
 NQ0510* NAVD 88     -      1652.     (meters)    5420.     (feet)  SCALED    
 NQ0510  ___________________________________________________________________
 NQ0510  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 NQ0510  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NQ0510
 NQ0510  HORZ ORDER  -  SECOND
 NQ0510
 NQ0510.The horizontal coordinates were established by classical geodetic methods
 NQ0510.and adjusted by the National Geodetic Survey in January 1997..
 NQ0510
 NQ0510.The orthometric height was scaled from a topographic map.
 NQ0510
 NQ0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0510
 NQ0510.The geoid height was determined by GEOID03.
 NQ0510
 NQ0510;                    North         East     Units Scale Factor Converg.
 NQ0510;SPC WY E     -   215,190.223   226,991.970   MT  0.99994646   +0 13 16.9
 NQ0510;UTM  13      - 4,698,332.813   513,274.797   MT  0.99960217   +0 06 32.1
 NQ0510
 NQ0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0510!SPC WY E     -   0.99974324  x   0.99994646  =   0.99968971
 NQ0510!UTM  13      -   0.99974324  x   0.99960217  =   0.99934551
 NQ0510
 NQ0510|---------------------------------------------------------------------|
 NQ0510| PID    Reference Object                     Distance      Geod. Az  |
 NQ0510|                                                           dddmmss.s |
 NQ0510| CP9119 DANDO RM 1                            7.338 METERS 11818     |
 NQ0510| CP9118 DANDO AZ MK                                        1454053.1 |
 NQ0510| CP9120 DANDO RM 2                            6.051 METERS 22217     |
 NQ0510| NQ0597 BELL TEL MICROWAVE NW DWYER         APPROX.19.1 KM 2380325.7 |
 NQ0510|---------------------------------------------------------------------|
 NQ0510
 NQ0510                          SUPERSEDED SURVEY CONTROL
 NQ0510
 NQ0510  NAD 83(1986)-  42 26 13.90683(N)    104 50 18.95537(W) AD(       ) 2
 NQ0510  NAD 27      -  42 26 14.01910(N)    104 50 17.07690(W) AD(       ) 2
 NQ0510
 NQ0510.Superseded values are not recommended for survey control.
 NQ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0510.See file dsdata.txt to determine how the superseded data were derived.
 NQ0510
 NQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG1327598333(NAD 83)
 NQ0510_MARKER: DD = SURVEY DISK
 NQ0510_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0510
 NQ0510  HISTORY     - Date     Condition        Report By
 NQ0510  HISTORY     - 1963     MONUMENTED       USGS
 NQ0510
 NQ0510                          STATION DESCRIPTION
 NQ0510
 NQ0510'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (BMK)
 NQ0510'THE STATION IS LOCATED ABOUT 8 MILES NORTH AND 5-1/2 MILES
 NQ0510'WEST OF HARTVILLE, 4 MILES SOUTH AND 9-1/2 MILES EAST OF
 NQ0510'GLENDO, IN THE SE 1/4 OF SEC. 36 T29N R67W, ON THE HIGHEST
 NQ0510'POINT OF A BARE, PROMINENT HILL.
 NQ0510'
 NQ0510'TO REACH THE STATION FROM THE POST OFFICE IN HARTVILLE, GO
 NQ0510'WEST FOR 0.15 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO
 NQ0510'NORTHERLY ON THE PAVED AND GRAVELED ROAD FOR 3.8 MILES TO A
 NQ0510'Y-FORK AND SIGN ARTILLERY RANGE.  TURN LEFT, AS PER SIGN,
 NQ0510'AND GO SOUTHWEST ON THE GRAVELED ROAD FOR 2.8 MILES TO A
 NQ0510'Y-FORK.  TAKE THE RIGHT FORK AND GO WEST AND NORTH FOR 2.3
 NQ0510'MILES TO A Y-FORK.  TAKE THE LEFT FORK, NORTH, FOR 0.2 MILE
 NQ0510'TO A Y-FORK.  TAKE THE LEFT FORK, NORTHWEST, FOR 0.7 MILE TO
 NQ0510'A THREE-WAY Y-FORK.  TAKE THE MIDDLE FORK, NORTHWEST, FOR 0.1
 NQ0510'MILE TO A Y-FORK.  TAKE THE LEFT FORK, NORTHWEST, FOR 2.0
 NQ0510'MILES TO A WIRE GATE AND SIGN MILITARY PERSONNEL OFF LIMITS
 NQ0510'BEYOND THIS POINT ON THE LEFT, SOUTHWEST, SIDE OF THE
 NQ0510'ROAD.  TURN LEFT, PASS THROUGH THE GATE, THENCE TURN RIGHT
 NQ0510'AND FOLLOW THE DIM TRACK ROAD NORTHWEST FOR 0.4 MILE TO THE
 NQ0510'AZIMUTH MARK ON THE LEFT, SOUTHWEST, SIDE OF THE ROAD.
 NQ0510'CONTINUE AHEAD, NORTHWEST, ON THE TRACK ROAD FOR 0.35
 NQ0510'MILE TO A FENCE LINE AND THE END OF TRUCK TRAVEL.  PACK
 NQ0510'NORTHWEST FOR 100 YARDS TO THE HIGHEST POINT IN THE
 NQ0510'GENERAL VICINITY AND THE STATION.
 NQ0510'
 NQ0510'THE STATION MARK, STAMPED DANDO VA 5402 1947, IS A STANDARD
 NQ0510'U.S. GEOLOGICAL SURVEY DISK CEMENTED IN A DRILL HOLE IN
 NQ0510'OUTCROPPING BEDROCK.  IT IS 33.7 FEET NORTH OF A WITNESS POST.
 NQ0510'
 NQ0510'REFERENCE MARK NO. 1, STAMPED DANDO USGS NO 1 1963, IS A
 NQ0510'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 NQ0510'IT IS 26.1 FEET NORTHEAST OF THE WITNESS POST.
 NQ0510'
 NQ0510'REFERENCE MARK NO. 2, STAMPED DANDO USGS NO 2 1963, IS A
 NQ0510'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 NQ0510'IT IS 26.8 FEET NORTHWEST OF THE WITNESS POST.
 NQ0510'
 NQ0510'IT IS 34.7 FEET OR 10.57 METERS BETWEEN THE REFERENCE MARKS.
 NQ0510'
 NQ0510'THE AZIMUTH MARK, STAMPED DANDO USGS 1963, IS A STANDARD
 NQ0510'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 NQ0510'6.5 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0617 ***********************************************************************
 NT0617  DESIGNATION -  DANIEL
 NT0617  PID         -  NT0617
 NT0617  STATE/COUNTY-  WY/SUBLETTE
 NT0617  USGS QUAD   -  DANIEL (1970)
 NT0617
 NT0617                         *CURRENT SURVEY CONTROL
 NT0617  ___________________________________________________________________
 NT0617* NAD 83(1993)-  42 49 31.76233(N)    110 02 19.86528(W)     ADJUSTED  
 NT0617* NAVD 88     -      2325.     (meters)    7628.     (feet)  VERTCON   
 NT0617  ___________________________________________________________________
 NT0617  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 NT0617  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 NT0617
 NT0617  HORZ ORDER  -  THIRD
 NT0617
 NT0617.The horizontal coordinates were established by classical geodetic methods
 NT0617.and adjusted by the National Geodetic Survey in January 1997..
 NT0617
 NT0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0617
 NT0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0617
 NT0617.The geoid height was determined by GEOID03.
 NT0617
 NT0617;                    North         East     Units Scale Factor Converg.
 NT0617;SPC WY W     -   358,269.401   803,637.115   MT  0.99993766   +0 01 48.9
 NT0617;UTM  12      - 4,741,883.962   578,563.263   MT  0.99967593   +0 39 12.2
 NT0617
 NT0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0617!SPC WY W     -   0.99963728  x   0.99993766  =   0.99957497
 NT0617!UTM  12      -   0.99963728  x   0.99967593  =   0.99931333
 NT0617
 NT0617:                Primary Azimuth Mark                     Grid Az
 NT0617:SPC WY W     -  MESA ET                                  105 47 44.2
 NT0617:UTM  12      -  MESA ET                                  105 10 20.9
 NT0617
 NT0617|---------------------------------------------------------------------|
 NT0617| PID    Reference Object                     Distance      Geod. Az  |
 NT0617|                                                           dddmmss.s |
 NT0617| NS0310 MESA ET                             APPROX. 9.9 KM 1054933.1 |
 NT0617|---------------------------------------------------------------------|
 NT0617
 NT0617                          SUPERSEDED SURVEY CONTROL
 NT0617
 NT0617  NAD 83(1993)-  42 49 31.75489(N)    110 02 19.86603(W) AD(       ) 3
 NT0617  NAD 83(1986)-  42 49 31.74028(N)    110 02 19.85208(W) AD(       ) 3
 NT0617  NAD 27      -  42 49 31.94983(N)    110 02 17.28510(W) AD(       ) 3
 NT0617  NGVD 29 (07/19/86) 2324.     (m)         7625.     (f) VERT ANG       
 NT0617
 NT0617.Superseded values are not recommended for survey control.
 NT0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0617.See file dsdata.txt to determine how the superseded data were derived.
 NT0617
 NT0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN7856341884(NAD 83)
 NT0617
 NT0617  HISTORY     - Date     Condition        Report By
 NT0617  HISTORY     - UNK      MONUMENTED       USGS
 NT0617  HISTORY     - 1964     GOOD             USGS
 NT0617
 NT0617                          STATION DESCRIPTION
 NT0617
 NT0617'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NT0617'STATION RECOVERED
 NT0617'AND DESCRIBED AS FOLLOWS, LOCATED ABOUT 10 MI. SW. OF PINEDALE AND 3
 NT0617'MI. S. OF DANIEL ON HIGHPOINT GRINDSTONE BUTTE.
 NT0617'
 NT0617'TO REACH FROM DANIEL POST OFFICE GO S. ON U.S. HIGHWAY 189, 3.0 MI. TO
 NT0617'GATE ON E., GO THROUGH GATE AND ACROSS COUNTRY (4-WHEEL DRIVE) 0.7 MI.
 NT0617'TO TOP AND STATION.
 NT0617'
 NT0617'STATION MARK - IRON PIPE PROJECTING 0.6 FT. WITH METAL TAG STAMPED
 NT0617'---DANIEL---.
 NT0617'
 NT0617'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0581 ***********************************************************************
 MP0581  DESIGNATION -  DANNA
 MP0581  PID         -  MP0581
 MP0581  STATE/COUNTY-  WY/CARBON
 MP0581  USGS QUAD   -  DANA (1982)
 MP0581
 MP0581                         *CURRENT SURVEY CONTROL
 MP0581  ___________________________________________________________________
 MP0581* NAD 83(1993)-  41 48 16.62594(N)    106 43 28.42617(W)     ADJUSTED  
 MP0581* NAVD 88     -      2220.3    (meters)    7284.     (feet)  VERTCON   
 MP0581  ___________________________________________________________________
 MP0581  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 MP0581  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 MP0581
 MP0581  HORZ ORDER  -  SECOND
 MP0581
 MP0581.The horizontal coordinates were established by classical geodetic methods
 MP0581.and adjusted by the National Geodetic Survey in January 1997..
 MP0581
 MP0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0581
 MP0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0581
 MP0581.The geoid height was determined by GEOID03.
 MP0581
 MP0581;                    North         East     Units Scale Factor Converg.
 MP0581;SPC WYEC     -   245,056.909   450,588.040   MT  0.99996898   +0 24 20.9
 MP0581;UTM  13      - 4,629,521.031   356,737.290   MT  0.99985256   -1 08 59.2
 MP0581
 MP0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0581!SPC WYEC     -   0.99965405  x   0.99996898  =   0.99962304
 MP0581!UTM  13      -   0.99965405  x   0.99985256  =   0.99950666
 MP0581
 MP0581|---------------------------------------------------------------------|
 MP0581| PID    Reference Object                     Distance      Geod. Az  |
 MP0581|                                                           dddmmss.s |
 MP0581| CP4797 DANNA RM 1                           13.244 METERS 06823     |
 MP0581| MP0580 SALT LAKE OMAHA AWY SITE 29 BN      APPROX. 4.2 KM 0704705.0 |
 MP0581| CP4796 DANNA AZ MK                                        2043841.1 |
 MP0581| CP4798 DANNA RM 2                           11.643 METERS 34123     |
 MP0581|---------------------------------------------------------------------|
 MP0581
 MP0581                          SUPERSEDED SURVEY CONTROL
 MP0581
 MP0581  NAD 83(1986)-  41 48 16.61463(N)    106 43 28.41823(W) AD(       ) 2
 MP0581  NAD 27      -  41 48 16.75100(N)    106 43 26.29700(W) AD(       ) 2
 MP0581  NGVD 29 (07/19/86) 2219.0    (m)         7280.     (f) VERT ANG       
 MP0581
 MP0581.Superseded values are not recommended for survey control.
 MP0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0581.See file dsdata.txt to determine how the superseded data were derived.
 MP0581
 MP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5673729521(NAD 83)
 MP0581_MARKER: DS = TRIANGULATION STATION DISK
 MP0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0581_STAMPING: DANNA 1948
 MP0581_MARK LOGO: CGS   
 MP0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0581+STABILITY: SURFACE MOTION
 MP0581
 MP0581  HISTORY     - Date     Condition        Report By
 MP0581  HISTORY     - 1948     MONUMENTED       CGS
 MP0581  HISTORY     - 19820910 GOOD             NGS
 MP0581
 MP0581                          STATION DESCRIPTION
 MP0581
 MP0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0581'THE STATION IS LOCATED ABOUT 9.5 MILES AIR LINE SOUTHWEST
 MP0581'OF HANNA AND ABOUT 7.5 MILES NORTHEAST OF WALCOTT JUNCTION
 MP0581'ON THE EASTERN ONE OF TWO GRASS-COVERED HILL.  THE STATION
 MP0581'MARK PROJECTS 4 INCHES, IS SET 75 FEET NORTH OF A ROAD, 66
 MP0581'FEET NORTH OF A TELEPHONE LINE AND 7 FEET NORTHEAST OF A
 MP0581'WHITE WITNESS POST IN THE CENTER OF FOUR ANGLE IRONS WHICH
 MP0581'AT ONE TIME WERE THE FOUNDATION OF AN AIRWAY BEACON.  THE MARK
 MP0581'IS STAMPED, DANNA 1948.
 MP0581'
 MP0581'REFERENCE MARK NO. 1 PROJECTS 2 INCHES, IS 1 FOOT LOWER THAN
 MP0581'THE STATION MARK AND IS STAMPED, DANNA NO 1 1948.
 MP0581'
 MP0581'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, IS 3 FEET LOWER THAN
 MP0581'THE STATION MARK AND IS STAMPED, DANNA NO 2 1948.
 MP0581'
 MP0581'THE AZIMUTH MARK PROJECTS 3 INCHES, IS SET ON TOP OF A RIDGE
 MP0581'70 FEET SOUTH OF U.S. HIGHWAY 30, 9 FEET SOUTHEAST OF A WHITE
 MP0581'WITNESS POST AND IS STAMPED, DANNA 1948.
 MP0581'
 MP0581'TO REACH THE STATION FROM WALCOTT JUNCTION.  GO EASTERLY ON
 MP0581'U.S. HIGHWAY 30, 6.65 MILES TO TOP OF RIDGE AND AZIMUTH MARK
 MP0581'ON RIGHT.  CONTINUE EASTERLY 1.25 MILE TO A ROAD LEFT.  TURN
 MP0581'LEFT THEN SHARP LEFT, GO 0.3 MILE TO A ROAD LEFT.  TURN LEFT,
 MP0581'GO 0.4 MILE TO THE STATION ON RIGHT.  A DRIVE STATION.
 MP0581
 MP0581                          STATION RECOVERY (1982)
 MP0581
 MP0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 MP0581'THE STATION MARK, REFERENCE MARKS NO 1 AND 2 AND THE AZIMUTH WERE
 MP0581'RECOVERED.  ALL WERE IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH
 MP0581'WAS HIT AND AT AN ANGLE.  THE DISK WAS RECOVERED AND A NEW AZIMUTH
 MP0581'MARK WAS SET AND POSITIONED.  A NEW DESCRIPTION AND TO REACH IS GIVEN
 MP0581'AT THIS TIME.  THE ANGLES AND DISTANCES CHECKED VERY WELL EXCEPT FOR
 MP0581'THE DISTANCE TO REFERENCE MARK 2 WHICH WAS LONGER THAN THE 1948
 MP0581'DISTANCE BY 0.015 M (0.049 FT) .  THE STATION IS LOCATED ABOUT 15.3 KM
 MP0581'(9.50 MI) SOUTHWEST OF HANNA, 12.1 KM (7.50 MI) NORTHEAST OF WALCOTT
 MP0581'JUNCTION, AND ABOUT 1.2 KM (0.75 MI) NORTHWEST OF US HIGHWAY 30 AND
 MP0581'287.  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 30 AND
 MP0581'287 AND WYOMING STATE HIGHWAY 72 JUST SOUTH OF HANNA, WYOMING, GO
 MP0581'SOUTHWEST ON US HIGHWAY 30 AND 287 FOR 6.3 KM (3.90 MI) TO A SIDE ROAD
 MP0581'RIGHT.  CONTINUE AHEAD ON US HIGHWAY 30, 287 FOR 8.9 KM (5.55 MI) TO
 MP0581'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 1.3 KM (0.80 MI) TO
 MP0581'A SIDE ROAD RIGHT AND A QUARRY NEAR THE SUMMIT OF A HILL.  TURN RIGHT
 MP0581'INTO THE QUARRY AREA FOR 0.3 KM (0.20 MI) UPHILL AND OUT OF THE
 MP0581'QUARRY.  FOLLOW A DIRT ROAD, FIRST WESTERLY ALONG THE TOP OF THE
 MP0581'QUARRY, THEN NORTHERLY FOR 0.7 KM (0.45 MI) TO A REVERESE FORK.  TAKE
 MP0581'RIGHT FORK, UPHILL, FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT AT
 MP0581'THE HIGHEST PART OF THE HILL.
 MP0581' 
 MP0581'THE STATION IS A STANDARD CGS DISK STAMPED--DANNA 1948--, SET INTO THE
 MP0581'TOP OF A SQUARE CONCRETE MONUMENT 13 INCHES (33 CM) ON SIDE PROJECTING
 MP0581'2 INCHES (5 CM) ABOVE THE GROUND.  THE STATION MARK IS IN THE CENTER
 MP0581'OF FOUR ANGLE IRONS WHICH AT ONE TIME WERE THE FOUNDATION OF AN AIRWAY
 MP0581'BEACON.  IT IS LOCATED 83 FT (25.3 M) NW FROM A TRACK ROAD AND 5.3 FT
 MP0581'(1.6 M) ENE FROM A METAL WITNESS POST WITH SIGN.
 MP0581' 
 MP0581'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--DANNA NO 1 1948--,
 MP0581'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 13 INCHES (33 CM) ON
 MP0581'SIDE PROJECTING 1 INCH (2 CM) ABOVE THE GROUND LOCATED 38.5 FT (11.7
 MP0581'M) NE FROM A METAL WITNESS POST WITH SIGN.
 MP0581' 
 MP0581'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--DANNA NO 2 1948--,
 MP0581'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 13 INCHES (33 CM) ON
 MP0581'SIDE PROJECTING 1 INCH (2 CM) ABOVE THE GROUND LOCATED 40 FT (12.2 M)
 MP0581'NW FROM A METAL WITNESS POST WITH SIGN AND 4 FT (1.2 M) LOWER THAN THE
 MP0581'STATION.
 MP0581' 
 MP0581'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--DANNA 1948 NO 2
 MP0581'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 MP0581'CM) IN DIAMETER FLUSH WITH GROUND.  THE AZIMUTH MARK IS ON A HILLSIDE
 MP0581'AND IN THE NORTHERN RIGHT-OF-WAY ALONG US HIGHWAY 30 AND 287.  IT IS
 MP0581'ABOUT 3.5 M (11.5 FT) ABOVE THE HIGHWAY.  AN UNDERGROUND AZIMUTH MARK
 MP0581'WAS SET ABOUT 1 M (3.3 FT) UNDER THE STATION MARK.  IT IS LOCATED 143
 MP0581'FT (43.6 M) NW FROM THE CENTERLINE OF US HIGHWAY 30 AND 287, 3.5 FT
 MP0581'(1.1 M) SE FROM THE NORTHERN RIGHT-OF-WAY FENCE, AND 3.0 FT (0.9 M) W
 MP0581'FROM A METAL WITNESS POST WITH SIGN.  TO REACH THE AZIMUTH MARK FROM
 MP0581'THE STATION MARK, GO 0.2 KM (0.10 MI) TO A REVERSE FORK, FOLLOW MAIN
 MP0581'ROAD SOUTHERLY TO A FORK.  TAKE LEFT FORK, SOUTHERLY, FOR 0.7 KM (0.45
 MP0581'MI) TO THE NORTHSIDE OF A QUARRY.  DRIVE OUT OF QUARRY FOR 0.3 KM
 MP0581'(0.20 MI) TO THE ENTRANCE TO THE QUARRY AND US HIGHWAY 30 AND 287.
 MP0581'TURN LEFT, EASTERLY, ON TO THE HIGHWAY FOR 1.3 KM (0.80 MI) TO THE
 MP0581'AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1153 ***********************************************************************
 MO1153  DESIGNATION -  DARK
 MO1153  PID         -  MO1153
 MO1153  STATE/COUNTY-  WY/GOSHEN
 MO1153  USGS QUAD   -  C S RANCH (1990)
 MO1153
 MO1153                         *CURRENT SURVEY CONTROL
 MO1153  ___________________________________________________________________
 MO1153* NAD 83(1993)-  41 38 49.08064(N)    104 37 42.97566(W)     ADJUSTED  
 MO1153* NAVD 88     -      1715.     (meters)    5627.     (feet)  SCALED    
 MO1153  ___________________________________________________________________
 MO1153  LAPLACE CORR-          -9.15  (seconds)                    DEFLEC99
 MO1153  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 MO1153
 MO1153  HORZ ORDER  -  SECOND
 MO1153
 MO1153.The horizontal coordinates were established by classical geodetic methods
 MO1153.and adjusted by the National Geodetic Survey in January 1997..
 MO1153
 MO1153.The orthometric height was scaled from a topographic map.
 MO1153
 MO1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1153
 MO1153.The geoid height was determined by GEOID03.
 MO1153
 MO1153;                    North         East     Units Scale Factor Converg.
 MO1153;SPC WY E     -   127,508.686   244,821.700   MT  0.99996221   +0 21 27.2
 MO1153;UTM  13      - 4,610,647.179   530,927.553   MT  0.99961177   +0 14 48.5
 MO1153
 MO1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1153!SPC WY E     -   0.99973363  x   0.99996221  =   0.99969585
 MO1153!UTM  13      -   0.99973363  x   0.99961177  =   0.99934550
 MO1153
 MO1153|---------------------------------------------------------------------|
 MO1153| PID    Reference Object                     Distance      Geod. Az  |
 MO1153|                                                           dddmmss.s |
 MO1153| CP9122 DARK RM 1                            10.746 METERS 10228     |
 MO1153| CP9123 DARK RM 2                             7.762 METERS 20615     |
 MO1153| CP9121 DARK AZ MK                                         3560814.3 |
 MO1153|---------------------------------------------------------------------|
 MO1153
 MO1153                          SUPERSEDED SURVEY CONTROL
 MO1153
 MO1153  NAD 83(1986)-  41 38 49.06509(N)    104 37 42.97529(W) AD(       ) 2
 MO1153  NAD 27      -  41 38 49.15750(N)    104 37 41.10250(W) AD(       ) 2
 MO1153
 MO1153.Superseded values are not recommended for survey control.
 MO1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1153.See file dsdata.txt to determine how the superseded data were derived.
 MO1153
 MO1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG3092810647(NAD 83)
 MO1153_MARKER: DS = TRIANGULATION STATION DISK
 MO1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1153
 MO1153  HISTORY     - Date     Condition        Report By
 MO1153  HISTORY     - 1963     MONUMENTED       CGS
 MO1153
 MO1153                          STATION DESCRIPTION
 MO1153
 MO1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1153'THE STATION IS 10 MILES EAST AND 7-1/2 MILES SOUTH OF CHUGWATER,
 MO1153'IN THE NORTHWEST QUARTER OF SECTION 2, T 19 N, R 65 W, ON THE
 MO1153'HIGHEST POINT ON A PROMINENT HILL IN THAT VICINITY, AND ON
 MO1153'PROPERTY OWNED BY MR. JOE MATJE.
 MO1153'
 MO1153'TO REACH THE STATION FROM THE POST OFFICE IN CHUGWATER, GO
 MO1153'SOUTH FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 MO1153'A BLACKTOP ROAD FOR 9.3 MILES TO A CROSSROAD AT THE END OF
 MO1153'THE BLACKTOP ROAD.  TURN RIGHT AND GO SOUTH ON A GRADED ROAD
 MO1153'FOR 6.0 MILES TO THE ENTRANCE TO A RESTRICTED AREA ON THE LEFT.
 MO1153'CONTINUE SOUTH FOR 0.05 MILE TO A WIRE GATE ON THE RIGHT AND
 MO1153'TWO WIRE GATES ON THE LEFT.  TURN LEFT, PASS THROUGH THE NORTH
 MO1153'ONE OF THE TWO WIRE GATES AND GO EAST ALONG THE NORTH SIDE OF
 MO1153'A FENCE FOR 1.25 MILES TO A GATE IN A T-FENCE.  PASS THROUGH
 MO1153'THE GATE, THEN TURN RIGHT AND GO SOUTH ACROSS PASTURE AND
 MO1153'UPHILL FOR 0.5 MILE TO A SADDLE.  TURN RIGHT AND GO
 MO1153'WESTERLY ON TOP OF HILL FOR 0.1 MILE TO THE WEST END OF THE
 MO1153'HILL AND THE STATION.
 MO1153'
 MO1153'STATION MARKS ARE STANDARD DISKS STAMPED DARK 1963.  THE
 MO1153'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1153'SURFACE OF THE GROUND.  THE UNDERGROUND DISK IS SET IN AN
 MO1153'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE
 MO1153'GROUND.
 MO1153'
 MO1153'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DARK NO 1 1963,
 MO1153'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MO1153'GROUND.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 MO1153'
 MO1153'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DARK NO 2 1963,
 MO1153'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MO1153'GROUND.  IT IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION
 MO1153'AND AT THE SOUTH SLOPE OF THE HILL.
 MO1153'
 MO1153'AZIMUTH MARK, A STANDARD DISK STAMPED DARK 1963, IS SET IN A
 MO1153'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 7.5 FEET
 MO1153'NORTH OF THE NORTH END OF A GATE, 2.5 FEET SOUTHEAST OF A
 MO1153'METAL WITNESS POST, AND 2 FEET EAST OF A FENCE.
 MO1153'
 MO1153'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.1
 MO1153'MILE, THEN TURN LEFT AND GO NORTHERLY FOR 0.5 MILE TO A GATE
 MO1153'IN A NORTH-SOUTH FENCE, SAME GATE AS MENTIONED ABOVE, AND THE
 MO1153'AZIMUTH MARK ON THE RIGHT.
 MO1153'
 MO1153'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0250 ***********************************************************************
 NS0250  DESIGNATION -  DARWIN
 NS0250  PID         -  NS0250
 NS0250  STATE/COUNTY-  WY/FREMONT
 NS0250  USGS QUAD   -  MINERS DELIGHT (1991)
 NS0250
 NS0250                         *CURRENT SURVEY CONTROL
 NS0250  ___________________________________________________________________
 NS0250* NAD 83(1993)-  42 35 10.13006(N)    108 44 37.99639(W)     ADJUSTED  
 NS0250* NAVD 88     -      2764.4    (meters)    9070.     (feet)  VERTCON   
 NS0250  ___________________________________________________________________
 NS0250  LAPLACE CORR-         -12.06  (seconds)                    DEFLEC99
 NS0250  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 NS0250
 NS0250  HORZ ORDER  -  THIRD
 NS0250
 NS0250.The horizontal coordinates were established by classical geodetic methods
 NS0250.and adjusted by the National Geodetic Survey in January 1997..
 NS0250
 NS0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0250
 NS0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0250
 NS0250.The geoid height was determined by GEOID03.
 NS0250
 NS0250;                    North         East     Units Scale Factor Converg.
 NS0250;SPC WYWC     -   231,682.302   600,501.688   MT  0.99993750   +0 00 14.9
 NS0250;UTM  12      - 4,717,325.918   685,125.436   MT  1.00002166   +1 31 37.7
 NS0250
 NS0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0250!SPC WYWC     -   0.99956837  x   0.99993750  =   0.99950589
 NS0250!UTM  12      -   0.99956837  x   1.00002166  =   0.99959002
 NS0250
 NS0250:                Primary Azimuth Mark                     Grid Az
 NS0250:SPC WYWC     -  LIMESTONE                                108 39 19.7
 NS0250:UTM  12      -  LIMESTONE                                107 07 56.9
 NS0250
 NS0250|---------------------------------------------------------------------|
 NS0250| PID    Reference Object                     Distance      Geod. Az  |
 NS0250|                                                           dddmmss.s |
 NS0250| NS0247 LIMESTONE                           APPROX. 2.7 KM 1083934.6 |
 NS0250|---------------------------------------------------------------------|
 NS0250
 NS0250                          SUPERSEDED SURVEY CONTROL
 NS0250
 NS0250  NAD 83(1986)-  42 35 10.11344(N)    108 44 37.99722(W) AD(       ) 3
 NS0250  NAD 27      -  42 35 10.27440(N)    108 44 35.57483(W) AD(       ) 3
 NS0250  NGVD 29 (07/19/86) 2763.2    (m)         9066.     (f) VERT ANG       
 NS0250
 NS0250.Superseded values are not recommended for survey control.
 NS0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0250.See file dsdata.txt to determine how the superseded data were derived.
 NS0250
 NS0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8512517326(NAD 83)
 NS0250_MARKER: DD = SURVEY DISK
 NS0250_SETTING: 66 = SET IN ROCK OUTCROP
 NS0250_SP_SET: SET IN ROCK OUTCROP
 NS0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0250+STABILITY: POSITION/ELEVATION WELL
 NS0250
 NS0250  HISTORY     - Date     Condition        Report By
 NS0250  HISTORY     - 1951     MONUMENTED       USGS
 NS0250
 NS0250                          STATION DESCRIPTION
 NS0250
 NS0250'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0250'STATION IS LOCATED ABOUT 13.5 MI. S. OF LANDER, WYOMING AND SITUATED
 NS0250'ON THE HIGHEST POINT OF A RIDGE AND W. OF LARGE PROTRUDING ROCKY HILL.
 NS0250'
 NS0250'TO REACH STATION FROM P.O. IN LANDER WYOMING, GO S. ON HIGHWAY 287 FOR
 NS0250'7.5 MI. TO JUNCTION WITH HIGHWAY 28, TURN ONTO HIGHWAY 28 AND GO 14.6
 NS0250'MI. TO SIDE RD. TURN RIGHT ON SIDE RD. AND GO FOR  .4 MI. TO
 NS0250'Y-JUNCTION.  TURN LEFT AND PROCEED FOR .4 MI. TO ANOTHER Y-JUNCTION.
 NS0250'STAY ON MAIN RD. TO ANOTHER JUNCTION THEN TURN LEFT AND CROSS SMALL
 NS0250'STREAM BED AND PROCEED ON MAIN TRAVELED RD. FOR 1.5 MI.  TURN OFF RD.
 NS0250'TO LEFT AND FOLLOW FAINT TRAIL THROUGH TREES AND HEAD UPHILL OVER
 NS0250'ROCKY SLOPE FOR .5 MI.  A TRAIL LEADS THROUGH THE TREES AND CONTINUES
 NS0250'UPHILL AROUND E. SIDE OF DEAD TREES TO TRAIL DOWN RIDGE TO NW. OF
 NS0250'TRIANGULATION STATION LIMESTONE.  FOLLOW TRAIL THROUGH TREES AND ALONG
 NS0250'RIDGE FOR 3 MI. TO STATION.  STATION IS ON HIGHEST POINT OF RIDGE AND
 NS0250'W. OF LARGE PROTRUDING ROCKY HILL.
 NS0250'
 NS0250'STATION MARK - STANDARD USGS BRONZE TABLET CEMENTED IN ROCK OUTCROP
 NS0250'AND STAMPED ---WR DARWIN 1951---
 NS0250'
 NS0250'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0785 ***********************************************************************
 OX0785  DESIGNATION -  DARWIN
 OX0785  PID         -  OX0785
 OX0785  STATE/COUNTY-  WY/TETON
 OX0785  USGS QUAD   -  DARWIN PEAK (1996)
 OX0785
 OX0785                         *CURRENT SURVEY CONTROL
 OX0785  ___________________________________________________________________
 OX0785* NAD 83(1993)-  43 23 20.45508(N)    110 18 32.31113(W)     ADJUSTED  
 OX0785* NAVD 88     -      3551.6    (meters)   11652.     (feet)  VERTCON   
 OX0785  ___________________________________________________________________
 OX0785  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 OX0785  GEOID HEIGHT-          -9.09  (meters)                     GEOID03
 OX0785
 OX0785  HORZ ORDER  -  THIRD
 OX0785
 OX0785.The horizontal coordinates were established by classical geodetic methods
 OX0785.and adjusted by the National Geodetic Survey in January 1997..
 OX0785
 OX0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0785
 OX0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0785
 OX0785.The geoid height was determined by GEOID03.
 OX0785
 OX0785;                    North         East     Units Scale Factor Converg.
 OX0785;SPC WY W     -   420,894.055   781,718.574   MT  0.99994161   -0 09 18.0
 OX0785;UTM  12      - 4,804,247.611   555,967.728   MT  0.99963853   +0 28 29.0
 OX0785
 OX0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0785!SPC WY W     -   0.99944479  x   0.99994161  =   0.99938643
 OX0785!UTM  12      -   0.99944479  x   0.99963853  =   0.99908352
 OX0785
 OX0785:                Primary Azimuth Mark                     Grid Az
 OX0785:SPC WY W     -  TOSI 2 ET                                151 48 44.0
 OX0785:UTM  12      -  TOSI 2 ET                                151 10 57.0
 OX0785
 OX0785|---------------------------------------------------------------------|
 OX0785| PID    Reference Object                     Distance      Geod. Az  |
 OX0785|                                                           dddmmss.s |
 OX0785| OX0777 TOSI 2 ET                           APPROX.13.5 KM 1513926.0 |
 OX0785|---------------------------------------------------------------------|
 OX0785
 OX0785                          SUPERSEDED SURVEY CONTROL
 OX0785
 OX0785  NAD 83(1993)-  43 23 20.44700(N)    110 18 32.30274(W) AD(       ) 3
 OX0785  NAD 83(1986)-  43 23 20.44402(N)    110 18 32.29978(W) AD(       ) 3
 OX0785  NAD 27      -  43 23 20.66350(N)    110 18 29.63200(W) AD(       ) 3
 OX0785  NGVD 29 (07/19/86) 3549.9    (m)        11647.     (f) VERT ANG       
 OX0785
 OX0785.Superseded values are not recommended for survey control.
 OX0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0785.See file dsdata.txt to determine how the superseded data were derived.
 OX0785
 OX0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP5596804248(NAD 83)
 OX0785
 OX0785  HISTORY     - Date     Condition        Report By
 OX0785  HISTORY     - 1905     MONUMENTED       USGS
 OX0785  HISTORY     - 1967     GOOD             USGS
 OX0785
 OX0785                          STATION DESCRIPTION
 OX0785
 OX0785'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OX0785'ON A BIG HIGH SQUARE-TOPPED PEAK AND AT THE HEAD OF TWO FORKS OF THE
 OX0785'GROS VENTRE RIVER, ABOUT 6 MI. W. OF DARWINS RANCH ON THE GREEN RIVER
 OX0785'JACKSON HOLE WAGON RD.  THE STATION IS EASILY REACHED ON HORSEBACK BY
 OX0785'FOLLOWING TRAIL FROM DARWINS RANCH UP GROS VENTRE RIVER FOR SEVERAL
 OX0785'MILES, THEN ALONG RIDGE TO STATION.  THE STATION IS VISIBLE FROM
 OX0785'DARWINS RANCH.
 OX0785'
 OX0785'RECOVERED, STATION IS IN GROS VENTRE
 OX0785'RANGE 6 MI. W. OF DARWINS RANCH.
 OX0785'
 OX0785'STATION MARK - TABLET CEMENTED IN A LARGE ROCK BURIED FLUSH WITH
 OX0785'GROUND UNDER A LARGE MONUMENT, STAMPED ---DARWIN 1905---.
 OX0785'
 OX0785'STAMPING ADDED IN 1967.
 OX0785'
 OX0785'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0403 ***********************************************************************
 OW0403  DESIGNATION -  DAVE
 OW0403  PID         -  OW0403
 OW0403  STATE/COUNTY-  WY/FREMONT
 OW0403  USGS QUAD   -  BULL LAKE WEST (1993)
 OW0403
 OW0403                         *CURRENT SURVEY CONTROL
 OW0403  ___________________________________________________________________
 OW0403* NAD 83(1993)-  43 08 25.62737(N)    109 07 57.04826(W)     ADJUSTED  
 OW0403* NAVD 88     -      2111.4    (meters)    6927.     (feet)  VERTCON   
 OW0403  ___________________________________________________________________
 OW0403  LAPLACE CORR-         -22.45  (seconds)                    DEFLEC99
 OW0403  GEOID HEIGHT-          -9.80  (meters)                     GEOID03
 OW0403
 OW0403  HORZ ORDER  -  THIRD
 OW0403
 OW0403.The horizontal coordinates were established by classical geodetic methods
 OW0403.and adjusted by the National Geodetic Survey in January 1997..
 OW0403
 OW0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0403
 OW0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0403
 OW0403.The geoid height was determined by GEOID03.
 OW0403
 OW0403;                    North         East     Units Scale Factor Converg.
 OW0403;SPC WYWC     -   293,327.224   568,882.553   MT  0.99994941   -0 15 41.6
 OW0403;UTM  12      - 4,778,104.649   651,870.382   MT  0.99988374   +1 16 38.0
 OW0403
 OW0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0403!SPC WYWC     -   0.99967053  x   0.99994941  =   0.99961996
 OW0403!UTM  12      -   0.99967053  x   0.99988374  =   0.99955431
 OW0403
 OW0403:                Primary Azimuth Mark                     Grid Az
 OW0403:SPC WYWC     -  RAWIE                                    012 05 31.8
 OW0403:UTM  12      -  RAWIE                                    010 33 12.2
 OW0403
 OW0403|---------------------------------------------------------------------|
 OW0403| PID    Reference Object                     Distance      Geod. Az  |
 OW0403|                                                           dddmmss.s |
 OW0403| OW0332 RAWIE                               APPROX. 2.6 KM 0114950.2 |
 OW0403|---------------------------------------------------------------------|
 OW0403
 OW0403                          SUPERSEDED SURVEY CONTROL
 OW0403
 OW0403  NAD 83(1986)-  43 08 25.61253(N)    109 07 57.04846(W) AD(       ) 3
 OW0403  NGVD 29 (11/06/89) 2110.3    (m)         6924.     (f) VERT ANG       
 OW0403
 OW0403.Superseded values are not recommended for survey control.
 OW0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0403.See file dsdata.txt to determine how the superseded data were derived.
 OW0403
 OW0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN5187078105(NAD 83)
 OW0403_MARKER: DD = SURVEY DISK
 OW0403_SETTING: 0 = UNSPECIFIED SETTING
 OW0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0403
 OW0403  HISTORY     - Date     Condition        Report By
 OW0403  HISTORY     - 1950     MONUMENTED       USGS
 OW0403
 OW0403                          STATION DESCRIPTION
 OW0403
 OW0403'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0403'TO REACH FROM FT. WASHAKIE, WYOMING, FOLLOW U.S. HIGHWAY 287 N. 7.0
 OW0403'MI., BEAR LEFT ON GRADED RD. AT BOTTOM OF SAGE CREEK VALLEY AND
 OW0403'FOLLOW MAIN RD. W. AND NW., 5.4 MI. TO POINT OF CROSSROAD FORK AT
 OW0403'BOTTOM OF CURVED RD., TAKE LEFT FORK AND FOLLOW GRADED RD. NW. 0.6
 OW0403'MI. TO T-RD. INTERSECTION, TURN RIGHT AND DRIVE ON MOST WESTERLY RD.
 OW0403'0.1 MI. N. TO CROSSROAD, KEEP STRAIGHT AHEAD ON SAME RD. 0.8 MI. TO
 OW0403'Y-RD. FORK, BEAR LEFT AND TRAVEL 0.3 MI. TO ANOTHER Y-RD. FORK, KEEP
 OW0403'TO LEFT AND CONTINUE 0.5 MI. TO ANOTHER Y-RD. FORK, SWING LEFT AND
 OW0403'TRAVEL W. 0.9 MI. TO ANOTHER Y-RD. FORK, TAKE LEFT FORK AND TRAVEL W.
 OW0403'ON OLD RD. FOR 1.2 MI. TO WHERE RD. PARALLELS STREAM THRU GAP IN
 OW0403'RIDGE.  CONTINUE ALONG OLD RD. FOR 1.6 MI. TO DRAIN FORK AND FORK IN
 OW0403'OLD RD.  TAKE FORK RIGHT AT THIS POINT AND TRAVEL FOR 2.2 MI. TO
 OW0403'WHERE RD. CROSSES CEDAR RIDGE.  DIM FORK N. LEADS UP CEDAR RIDGE, TAKE
 OW0403'THIS FORK ABOUT 0.5 MI. TO SADDLE ON GRASSY E-W. RIDGE.  STATION LIES
 OW0403'ON RIM OF MESA 0.15 MI. TO SW.  IN NE. 1/4 SEC. 20, T 2 N, R 3 W.
 OW0403'
 OW0403'STATION MARK--STANDARD USGS TABLET STAMPED---WR-DAVE 1950 6933---.
 OW0403'
 OW0403'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0333 ***********************************************************************
 OV0333  DESIGNATION -  DAVIS
 OV0333  PID         -  OV0333
 OV0333  STATE/COUNTY-  WY/JOHNSON
 OV0333  USGS QUAD   -  DEAD WOMAN CROSSING (1973)
 OV0333
 OV0333                         *CURRENT SURVEY CONTROL
 OV0333  ___________________________________________________________________
 OV0333* NAD 83(1993)-  43 36 07.93051(N)    106 19 23.14190(W)     ADJUSTED  
 OV0333* NAVD 88     -      1517.9    (meters)    4980.     (feet)  VERTCON   
 OV0333  ___________________________________________________________________
 OV0333  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 OV0333  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 OV0333
 OV0333  HORZ ORDER  -  THIRD
 OV0333
 OV0333.The horizontal coordinates were established by classical geodetic methods
 OV0333.and adjusted by the National Geodetic Survey in January 1997..
 OV0333
 OV0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0333
 OV0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0333
 OV0333.The geoid height was determined by GEOID03.
 OV0333
 OV0333;                    North         East     Units Scale Factor Converg.
 OV0333;SPC WYEC     -   445,049.418   481,561.892   MT  1.00001930   +0 41 48.3
 OV0333;UTM  13      - 4,828,542.321   393,215.392   MT  0.99974026   -0 54 45.2
 OV0333
 OV0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0333!SPC WYEC     -   0.99976421  x   1.00001930  =   0.99978351
 OV0333!UTM  13      -   0.99976421  x   0.99974026  =   0.99950454
 OV0333
 OV0333:                Primary Azimuth Mark                     Grid Az
 OV0333:SPC WYEC     -  MEADOW                                   132 08 50.8
 OV0333:UTM  13      -  MEADOW                                   133 45 24.3
 OV0333
 OV0333|---------------------------------------------------------------------|
 OV0333| PID    Reference Object                     Distance      Geod. Az  |
 OV0333|                                                           dddmmss.s |
 OV0333| OV0330 MEADOW                              APPROX. 8.3 KM 1325039.1 |
 OV0333|---------------------------------------------------------------------|
 OV0333
 OV0333                          SUPERSEDED SURVEY CONTROL
 OV0333
 OV0333  NAD 83(1986)-  43 36 07.91208(N)    106 19 23.11663(W) AD(       ) 3
 OV0333  NAD 27      -  43 36 08.00439(N)    106 19 21.01509(W) AD(       ) 3
 OV0333  NGVD 29 (07/19/86) 1517.1    (m)         4977.     (f) VERT ANG       
 OV0333
 OV0333.Superseded values are not recommended for survey control.
 OV0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0333.See file dsdata.txt to determine how the superseded data were derived.
 OV0333
 OV0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ9321528542(NAD 83)
 OV0333_MARKER: DD = SURVEY DISK
 OV0333_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0333_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OV0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0333
 OV0333  HISTORY     - Date     Condition        Report By
 OV0333  HISTORY     - 1958     MONUMENTED       USGS
 OV0333
 OV0333                          STATION DESCRIPTION
 OV0333
 OV0333'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0333'STATION IS LOCATED ABOUT 13.5 MI. AIR N. OF MIDWEST AND ABOUT 7.0 MI.
 OV0333'AIR W. OF LINCH, WYOMING.
 OV0333'
 OV0333'TO REACH STATION FROM LINCH POST OFFICE, GO ONE BLOCK S., THENCE 6.8
 OV0333'MI. W. ALONG MAIN TRAVELED GRADED RD. TO A T-RD.S., THENCE 0.2 MI. S.
 OV0333'TO Y-RD. TAKE RIGHT W. FORK 1.0 MI. TO RD. FORK, TAKE LEFT E. FORK 0.1
 OV0333'MI. TO TOP OF RIDGE, THENCE 0.1 MI. S. ALONG TOP OF RIDGE TO STATION
 OV0333'SITE.
 OV0333'
 OV0333'STATION MARK - STANDARD TABLET RIVETED AND CEMENTED IN TOP OF 3 IN.
 OV0333'IRON PIPE PROJECTING 0.5 FT. ABOVE GROUND, STAMPED --- DAVIS 1958 ---.
 OV0333'
 OV0333'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0793 ***********************************************************************
 OX0793  DESIGNATION -  DAVIS
 OX0793  PID         -  OX0793
 OX0793  STATE/COUNTY-  WY/TETON
 OX0793  USGS QUAD   -  CAMP DAVIS (1996)
 OX0793
 OX0793                         *CURRENT SURVEY CONTROL
 OX0793  ___________________________________________________________________
 OX0793* NAD 83(1993)-  43 17 33.31946(N)    110 38 58.02218(W)     ADJUSTED  
 OX0793* NAVD 88     -      1959.7    (meters)    6429.     (feet)  VERTCON   
 OX0793  ___________________________________________________________________
 OX0793  LAPLACE CORR-           7.34  (seconds)                    DEFLEC99
 OX0793  GEOID HEIGHT-         -10.11  (meters)                     GEOID03
 OX0793
 OX0793  HORZ ORDER  -  SECOND
 OX0793
 OX0793.The horizontal coordinates were established by classical geodetic methods
 OX0793.and adjusted by the National Geodetic Survey in January 1997..
 OX0793
 OX0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0793
 OX0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0793
 OX0793.The geoid height was determined by GEOID03.
 OX0793
 OX0793;                    North         East     Units Scale Factor Converg.
 OX0793;SPC WY W     -   410,312.695   754,060.713   MT  0.99996345   -0 23 17.5
 OX0793;UTM  12      - 4,793,366.764   528,436.765   MT  0.99960995   +0 14 25.4
 OX0793
 OX0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0793!SPC WY W     -   0.99969436  x   0.99996345  =   0.99965782
 OX0793!UTM  12      -   0.99969436  x   0.99960995  =   0.99930443
 OX0793
 OX0793|---------------------------------------------------------------------|
 OX0793| PID    Reference Object                     Distance      Geod. Az  |
 OX0793|                                                           dddmmss.s |
 OX0793| CP4799 DAVIS RM 1                            5.108 METERS 17613     |
 OX0793| OX0068 W 45 RESET                          APPROX. 0.5 KM 2770111.6 |
 OX0793| CP4800 DAVIS RM 2                            5.775 METERS 30423     |
 OX0793| OX0792 DAVIS WM IRON PIPE                    2.653 METERS 33204     |
 OX0793|---------------------------------------------------------------------|
 OX0793
 OX0793                          SUPERSEDED SURVEY CONTROL
 OX0793
 OX0793  NAD 83(1993)-  43 17 33.31568(N)    110 38 58.01739(W) AD(       ) 2
 OX0793  NAD 83(1986)-  43 17 33.30863(N)    110 38 58.01042(W) AD(       ) 2
 OX0793  NAD 27      -  43 17 33.56300(N)    110 38 55.31200(W) AD(       ) 2
 OX0793  NGVD 29 (07/19/86) 1958.4    (m)         6425.     (f) VERT ANG       
 OX0793
 OX0793.Superseded values are not recommended for survey control.
 OX0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0793.See file dsdata.txt to determine how the superseded data were derived.
 OX0793
 OX0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2843793367(NAD 83)
 OX0793_MARKER: DS = TRIANGULATION STATION DISK
 OX0793_SETTING: 0 = UNSPECIFIED SETTING
 OX0793
 OX0793  HISTORY     - Date     Condition        Report By
 OX0793  HISTORY     - 1946     MONUMENTED       CGS
 OX0793  HISTORY     - 1974     GOOD             NGS
 OX0793  HISTORY     - 1978     GOOD             LOCSUR
 OX0793
 OX0793                          STATION DESCRIPTION
 OX0793
 OX0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0793'THE STATION IS LOCATED 13.5 MILES, AIRLINE, SOUTH- SOUTHEAST
 OX0793'OF JACKSON, 0.3 MILE SOUTHEAST OF THE ENTRANCE GATE TO THE
 OX0793'UNIVERSITY OF MICHIGAN ENGINEERS SUMMER SCHOOL CAMP, AND
 OX0793'0.1 EAST AND 200 FEET ABOVE U.S. HIGHWAY NO. 187, ON A GRASSY
 OX0793'RIDGE.  THE STATION SITE IS CLEARLY VISIBLE FROM THE HIGHWAY.
 OX0793'
 OX0793'THE STATION MARK IS A STANDARD DISC WELDED ON THE TOP OF
 OX0793'A THREE INCH CAST IRON SOIL PIPE WHICH IS SURROUNDED BY A MASS
 OX0793'OF CONCRETE AND PROJECTS 1-1/2 INCHES.  STAMPED DAVIS 1946.
 OX0793'
 OX0793'REFERENCE MARK NO. 1 IS A STANDARD DISC WELDED ON THE TOP
 OX0793'OF A THREE INCH CAST IRON SOIL PIPE, PROJECTS 1 INCH, AND IS
 OX0793'15 INCHES LOWER THAN THE STATION MARK.  IT IS STAMPED DAVIS
 OX0793'NO. 1 1946.
 OX0793'
 OX0793'REFERENCE MARK NO. 2 IS A STANDARD DISC WELDED ON THE TOP
 OX0793'OF A THREE INCH CAST IRON SOIL PIPE, PROJECTS 1 INCH, AND IS
 OX0793'SURROUNDED BY A MASS OF CONCRETE.  IT IS APPROXIMATELY THE
 OX0793'SAME ELEVATION AS THE STATION MARK AND IS STAMPED DAVIS NO 2 1946.
 OX0793'
 OX0793'THE IRON PIPE WHICH MAY BE USED FOR A THIRD REFERENCE MARK
 OX0793'IS A 1 INCH GAS PIPE.  IT PROJECTS 5 INCHES.  THIS MARK
 OX0793'FORMERLY SERVED AS A STATION MARK FOR THE UNIVERSITY OF MICHIGAN
 OX0793'ENGINEERS.
 OX0793'
 OX0793'STATION BM W 45 MAY BE USED FOR AN AZIMUTH MARK.
 OX0793'
 OX0793'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE PARK
 OX0793'IN JACKSON GO SOUTH AND WEST ON U.S. HIGHWAYS NO. 187, AND
 OX0793'NO. 189 FOR 14.0 MILES TO THE JUNCTION WITH U.S. HIGHWAY NO. 89.
 OX0793'KEEP LEFT FORK ON U.S. HIGHWAY NO. 187 FOR 4.35 MILES TO THE
 OX0793'ENTRANCE TO CAMP DAVIS (UNIVERSITY OF MICHIGAN ENGINEERS
 OX0793'SUMMER SCHOOL CAMP) ON THE RIGHT.  CONTINUE SOUTHERLY FOR
 OX0793'0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK EASTERLY
 OX0793'UP RIDGE FOR 0.1 MILE TO THE STATION.  A 10 MINUTE PACK.
 OX0793
 OX0793                          STATION RECOVERY (1974)
 OX0793
 OX0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OX0793'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE
 OX0793'AZIMUTH MARK (TRIANGULATION STATION B.M. W 45 1946) WERE
 OX0793'RECOVERED IN GOOD CONDITION.  THE STATION WAS OCCUPIED TO
 OX0793'AID IN ESTABLISHING THE NEW STATION B.M. W 45 RESET 1974.
 OX0793'THE IRON PIPE WHICH FORMERLY SERVED AS A STATION FOR THE
 OX0793'UNIVERSITY OF MICHIGAN WAS NOT RECOVERED AT THIS TIME.
 OX0793'
 OX0793'A NEW DESCRIPTION FOLLOWS--
 OX0793'
 OX0793'THE STATION IS LOCATED ABOUT 13.5 MILES SOUTH-SOUTHEAST OF
 OX0793'JACKSON, 0.3 MILE SOUTHEAST OF THE ENTRANCE GATE TO THE
 OX0793'UNIVERSITY OF MICHIGAN SUMMER SCHOOL CAMP, AND 0.1 MILE
 OX0793'NORTHEAST AND ABOUT 200 FEET ABOVE U.S. HIGHWAY 187, ON THE
 OX0793'SOUTH SLOPE OF A HIGH GRASSY RIDGE.  THE STATION IS VISIBLE
 OX0793'FROM THE HIGHWAY, A WITNESS POST WAS NOT SET.
 OX0793'
 OX0793'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE PARK
 OX0793'IN THE CENTRAL PART OF JACKSON, GO SOUTHWESTERLY ON U.S.
 OX0793'HIGHWAYS 26, 89 AND 187 FOR 13.45 MILES TO HOBACK JUNCTION
 OX0793'AND A ROAD FORKS, BEAR LEFT AND FOLLOW U.S. HIGHWAYS 187
 OX0793'AND 189 SOUTHEASTERLY FOR 4.65 MILES TO THE ENTRANCE GATE
 OX0793'TO CAMP DAVIS (UNIVERSITY OF MICHIGAN SUMMER SCHOOL CAMP) AND
 OX0793'STATION B.M. W 45 RESET 1974 ON THE RIGHT AS DESCRIBED,
 OX0793'CONTINUE SOUTHEASTERLY ON THE HIGHWAY FOR 0.35 MILE TO THE
 OX0793'SOUTH BASE OF A HIGH RIDGE ON THE LEFT, FROM HERE PACK
 OX0793'NORTHEASTERLY UP THE RIDGE TO THE STATION.
 OX0793'
 OX0793'THE STATION MARK IS A STANDARD DISK STAMPED DAVIS 1946, WELDED
 OX0793'TO THE TOP OF A 3-INCH SOIL PIPE, SET IN A MASS OF CONCRETE,
 OX0793'AND PROJECTING 1-INCH ABOVE THE GROUND SURFACE.  IT IS AT
 OX0793'A PLACE WHERE THE RIDGE LEVELS OFF FOR A SHORT DISTANCE.
 OX0793'
 OX0793'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DAVIS NO 1
 OX0793'1946, WELDED TO THE TOP OF A 3-INCH SOIL PIPE, SET IN A
 OX0793'MASS OF CONCRETE, AND PROJECTING 1-INCH ABOVE THE GROUND
 OX0793'SURFACE.  IT IS ABOUT 15-INCHES LOWER THEN THE STATION MARK.
 OX0793'
 OX0793'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DAVIS NO 2 1946,
 OX0793'WELDED TO THE TOP OF A 3-INCH SOIL PIPE, SET IN A MASS OF
 OX0793'CONCRETE, AND PROJECTING 1-INCH ABOVE THE GROUND SURFACE.
 OX0793'IT IS AT ABOUT THE SAME ELEVATION AS THE STATION MARK.
 OX0793'
 OX0793'STATIONS B.M. W 45 RESET 1974 OR LAFAYETTE STATION 1946
 OX0793'CAN BE USED AS AZIMUTHS.
 OX0793'
 OX0793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 OX0793'13.5 MILES SE OF JACKSON.
 OX0793
 OX0793                          STATION RECOVERY (1978)
 OX0793
 OX0793'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978 (PNS)
 OX0793'DAVIS STATION MARK 1946 RECOVERED GOOD.
 OX0793'
 OX0793'REFERENCE MARK TO NW ALSO RECOVERED.  BUILT CIRCLE OF STONE ABOUT
 OX0793'MONUMENT.
 OX0793'
 OX0793'NEED A SUPPLY OF SIGNS, PLEASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0668 ***********************************************************************
 NQ0668  DESIGNATION -  DAVIS
 NQ0668  PID         -  NQ0668
 NQ0668  STATE/COUNTY-  WY/CONVERSE
 NQ0668  USGS QUAD   -  BUCK PEAK (1992)
 NQ0668
 NQ0668                         *CURRENT SURVEY CONTROL
 NQ0668  ___________________________________________________________________
 NQ0668* NAD 83(1993)-  42 36 53.57627(N)    105 57 39.20737(W)     ADJUSTED  
 NQ0668* NAVD 88     -      2594.1    (meters)    8511.     (feet)  VERTCON   
 NQ0668  ___________________________________________________________________
 NQ0668  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 NQ0668  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 NQ0668
 NQ0668  HORZ ORDER  -  THIRD
 NQ0668
 NQ0668.The horizontal coordinates were established by classical geodetic methods
 NQ0668.and adjusted by the National Geodetic Survey in January 1997..
 NQ0668
 NQ0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0668
 NQ0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0668
 NQ0668.The geoid height was determined by GEOID03.
 NQ0668
 NQ0668;                    North         East     Units Scale Factor Converg.
 NQ0668;SPC WY E     -   235,179.908   134,839.087   MT  0.99998972   -0 32 15.9
 NQ0668;SPC WYEC     -   335,787.299   512,600.542   MT  1.00009344   +0 55 45.6
 NQ0668;UTM  13      - 4,718,497.026   421,191.685   MT  0.99967641   -0 39 02.2
 NQ0668
 NQ0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0668!SPC WY E     -   0.99959520  x   0.99998972  =   0.99958492
 NQ0668!SPC WYEC     -   0.99959520  x   1.00009344  =   0.99968860
 NQ0668!UTM  13      -   0.99959520  x   0.99967641  =   0.99927174
 NQ0668
 NQ0668:                Primary Azimuth Mark                     Grid Az
 NQ0668:SPC WY E     -  BUCK                                     149 05 27.0
 NQ0668:SPC WYEC     -  BUCK                                     147 37 25.5
 NQ0668:UTM  13      -  BUCK                                     149 12 13.3
 NQ0668
 NQ0668|---------------------------------------------------------------------|
 NQ0668| PID    Reference Object                     Distance      Geod. Az  |
 NQ0668|                                                           dddmmss.s |
 NQ0668| NQ0669 BUCK                                APPROX. 9.6 KM 1483311.1 |
 NQ0668|---------------------------------------------------------------------|
 NQ0668
 NQ0668                          SUPERSEDED SURVEY CONTROL
 NQ0668
 NQ0668  NAD 83(1986)-  42 36 53.56066(N)    105 57 39.19276(W) AD(       ) 3
 NQ0668  NAD 27      -  42 36 53.68100(N)    105 57 37.16300(W) AD(       ) 3
 NQ0668  NGVD 29 (07/19/86) 2593.0    (m)         8507.     (f) VERT ANG       
 NQ0668
 NQ0668.Superseded values are not recommended for survey control.
 NQ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0668.See file dsdata.txt to determine how the superseded data were derived.
 NQ0668
 NQ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2119218497(NAD 83)
 NQ0668_MARKER: DD = SURVEY DISK
 NQ0668_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0668_SP_SET: SET IN ROCK OUTCROP
 NQ0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0668+STABILITY: POSITION/ELEVATION WELL
 NQ0668
 NQ0668  HISTORY     - Date     Condition        Report By
 NQ0668  HISTORY     - 1948     MONUMENTED       USGS
 NQ0668
 NQ0668                          STATION DESCRIPTION
 NQ0668
 NQ0668'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0668'STATION IS LOCATED ABOUT 5 MILES WEST OF BOXELDER, ON A
 NQ0668'PROMINENT PEAK, IN THE SOUTHWEST CORNER OF TOWNSHIP 31 NORTH,
 NQ0668'RANGE 76 WEST.  STATION MARK IS A STANDARD U.S. GEOLOGICAL
 NQ0668'SURVEY TABLET SET IN ROCK AND STAMPED DAVIS 1947.  TWO REFERENCE
 NQ0668'TABLETS ARE IN ROCK OUTCROP.
 NQ0668'
 NQ0668'TO REACH FROM GLENROCK AT THE SHADYNOOK TRAILER CAMP ON U.S.
 NQ0668'HIGHWAY 20, ON THE EAST SIDE OF DEER CREEK, GO SOUTH FOR 17.0
 NQ0668'MILES UP MORMAN CANYON ROAD TO A RIGHT ANGLE BEND TO THE LEFT.
 NQ0668'LEAVE MAIN TRAVELED ROAD AND CONTINUE SOUTH THROUGH GATE AND
 NQ0668'TURN RIGHT ON LITTLE USED ROAD.  PROCEED 1.5 MILE SOUTHWEST
 NQ0668'TO Y FORK.  TAKE LEFT FORK AND GO 0.8 MILE TO ANOTHER Y FORK.
 NQ0668'TAKE RIGHT FORK AND GO 0.1 MILE TO A GATE NEAR ABANDONED
 NQ0668'BUILDINGS AND CORRALS ON THE LEFT.  PROCEED 0.5 MILE TO
 NQ0668'NATIONAL FOREST SIGN AT GATE.  PASS THROUGH GATE AND GO 0.2
 NQ0668'MILE TO Y FORK.  TAKE RIGHT FORK AND GO 0.3 MILE TO GATE.
 NQ0668'PASS THROUGH AND GO 1.4 MILE TO A CLEARING ON THE LEFT.  TURN
 NQ0668'LEFT OFF TRAIL AND GO 0.2 MILE TO END OF TRUCK TRAVEL.
 NQ0668'STATION IS LOCATED ON HIGHEST POINT SOUTHEAST, ABOUT 1
 NQ0668'1/2-HOUR PACK.
 NQ0668'
 NQ0668'NOTE--THIS INTERSECTION STATION WAS NOT OCCUPIED BY THE U.S.C.
 NQ0668'AND G. SURVEY AND WAS LOCATED FOR THE CONVENIENCE OF THE U.S.
 NQ0668'GEOLOGICAL SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0792 ***********************************************************************
 OX0792  DESIGNATION -  DAVIS WM IRON PIPE
 OX0792  PID         -  OX0792
 OX0792  STATE/COUNTY-  WY/TETON
 OX0792  USGS QUAD   -  CAMP DAVIS (1996)
 OX0792
 OX0792                         *CURRENT SURVEY CONTROL
 OX0792  ___________________________________________________________________
 OX0792* NAD 83(1993)-  43 17 33.39541(N)    110 38 58.07732(W)     ADJUSTED  
 OX0792* NAVD 88     -      1959.     (meters)    6427.     (feet)  SCALED    
 OX0792  ___________________________________________________________________
 OX0792  LAPLACE CORR-           7.34  (seconds)                    DEFLEC99
 OX0792  GEOID HEIGHT-         -10.11  (meters)                     GEOID03
 OX0792
 OX0792  HORZ ORDER  -  SECOND
 OX0792
 OX0792.The horizontal coordinates were established by classical geodetic methods
 OX0792.and adjusted by the National Geodetic Survey in January 1997..
 OX0792
 OX0792.The orthometric height was scaled from a topographic map.
 OX0792
 OX0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0792
 OX0792.The geoid height was determined by GEOID03.
 OX0792
 OX0792;                    North         East     Units Scale Factor Converg.
 OX0792;SPC WY W     -   410,315.047   754,059.486   MT  0.99996345   -0 23 17.6
 OX0792;UTM  12      - 4,793,369.102   528,435.513   MT  0.99960995   +0 14 25.3
 OX0792
 OX0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0792!SPC WY W     -   0.99969442  x   0.99996345  =   0.99965789
 OX0792!UTM  12      -   0.99969442  x   0.99960995  =   0.99930449
 OX0792
 OX0792                          SUPERSEDED SURVEY CONTROL
 OX0792
 OX0792  NAD 83(1993)-  43 17 33.39163(N)    110 38 58.07253(W) AD(       ) 2
 OX0792  NAD 83(1986)-  43 17 33.38458(N)    110 38 58.06556(W) AD(       ) 2
 OX0792  NAD 27      -  43 17 33.63900(N)    110 38 55.36700(W) AD(       ) 2
 OX0792
 OX0792.Superseded values are not recommended for survey control.
 OX0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0792.See file dsdata.txt to determine how the superseded data were derived.
 OX0792
 OX0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2843693369(NAD 83)
 OX0792_MARKER: I = METAL ROD
 OX0792_SETTING: 0 = UNSPECIFIED SETTING
 OX0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0792
 OX0792  HISTORY     - Date     Condition        Report By
 OX0792  HISTORY     - 1946     MONUMENTED       CGS
 OX0792
 OX0792                          STATION DESCRIPTION
 OX0792
 OX0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0792'THE IRON PIPE WHICH MAY BE USED FOR A THIRD REFERENCE MARK
 OX0792'IS A 1 INCH GAS PIPE.  IT PROJECTS 5 INCHES.  THIS MARK
 OX0792'FORMERLY SERVED AS A STATION MARK FOR THE UNIVERSITY OF MICHIGAN
 OX0792'ENGINEERS.
 OX0792'
 OX0792'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE PARK
 OX0792'IN JACKSON GO SOUTH AND WEST ON U.S. HIGHWAYS NO. 187, AND
 OX0792'NO. 189 FOR 14.0 MILES TO THE JUNCTION WITH U.S. HIGHWAY NO. 89.
 OX0792'KEEP LEFT FORK ON U.S. HIGHWAY NO. 187 FOR 4.35 MILES TO THE
 OX0792'ENTRANCE TO CAMP DAVIS (UNIVERSITY OF MICHIGAN ENGINEERS
 OX0792'SUMMER SCHOOL CAMP) ON THE RIGHT.  CONTINUE SOUTHERLY FOR
 OX0792'0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK EASTERLY
 OX0792'UP RIDGE FOR 0.1 MILE TO STATION DAVIS.  A 10 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0350 ***********************************************************************
 NR0350  DESIGNATION -  DAWN
 NR0350  PID         -  NR0350
 NR0350  STATE/COUNTY-  WY/NATRONA
 NR0350  USGS QUAD   -  CRIMSON DAWN (1984)
 NR0350
 NR0350                         *CURRENT SURVEY CONTROL
 NR0350  ___________________________________________________________________
 NR0350* NAD 83(1993)-  42 44 06.23410(N)    106 17 53.38496(W)     ADJUSTED  
 NR0350* NAVD 88     -      2476.0    (meters)    8123.     (feet)  VERTCON   
 NR0350  ___________________________________________________________________
 NR0350  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NR0350  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 NR0350
 NR0350  HORZ ORDER  -  THIRD
 NR0350
 NR0350.The horizontal coordinates were established by classical geodetic methods
 NR0350.and adjusted by the National Geodetic Survey in January 1997..
 NR0350
 NR0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0350
 NR0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0350
 NR0350.The geoid height was determined by GEOID03.
 NR0350
 NR0350;                    North         East     Units Scale Factor Converg.
 NR0350;SPC WYEC     -   348,743.616   484,765.657   MT  1.00002587   +0 42 09.1
 NR0350;UTM  13      - 4,732,211.910   393,734.708   MT  0.99973893   -0 52 51.7
 NR0350
 NR0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0350!SPC WYEC     -   0.99961379  x   1.00002587  =   0.99963965
 NR0350!UTM  13      -   0.99961379  x   0.99973893  =   0.99935282
 NR0350
 NR0350|---------------------------------------------------------------------|
 NR0350| PID    Reference Object                     Distance      Geod. Az  |
 NR0350|                                                           dddmmss.s |
 NR0350| CP4804 DAWN RM 1                            20.784 METERS 22410     |
 NR0350| CP4803 DAWN AZ MK                                         2865540.2 |
 NR0350| CP4805 DAWN RM 2                            20.718 METERS 30757     |
 NR0350|---------------------------------------------------------------------|
 NR0350
 NR0350                          SUPERSEDED SURVEY CONTROL
 NR0350
 NR0350  NAD 83(1986)-  42 44 06.21934(N)    106 17 53.36564(W) AD(       ) 3
 NR0350  NAD 27      -  42 44 06.34300(N)    106 17 51.28200(W) AD(       ) 3
 NR0350  NGVD 29 (07/19/86) 2475.0    (m)         8120.     (f) VERT ANG       
 NR0350
 NR0350.Superseded values are not recommended for survey control.
 NR0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0350.See file dsdata.txt to determine how the superseded data were derived.
 NR0350
 NR0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9373532212(NAD 83)
 NR0350_MARKER: DS = TRIANGULATION STATION DISK
 NR0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0350
 NR0350  HISTORY     - Date     Condition        Report By
 NR0350  HISTORY     - 1948     MONUMENTED       CGS
 NR0350
 NR0350                          STATION DESCRIPTION
 NR0350
 NR0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0350'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF CASPER
 NR0350'IN A WOODED AREA ON THE SUMMIT OF CASPER MOUNTAIN.  THE STATION
 NR0350'MARK PROJECTS 4 INCHES, IS SET 50 FEET EAST OF A DIM ROAD, 4
 NR0350'FEET SOUTHEAST OF A WHITE WITNESS POST AND 3 FEET WEST OF A
 NR0350'TALL TREE THAT HAS ALL OF ITS LIMBS CHOPPED OFF.  IT IS STAMPED,
 NR0350'DAWN 1948.
 NR0350'
 NR0350'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS THE SAME ELEVATION
 NR0350'AS THE STATION MARK AND IS STAMPED, DAWN NO. 1 1948.
 NR0350'
 NR0350'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 NR0350'AS THE STATION MARK AND IS STAMPED, DAWN NO. 2 1948.
 NR0350'
 NR0350'THE AZIMUTH MARK PROJECTS 4 INCHES, IS SET ON A BARE GRASSY
 NR0350'RIDGE 30 INCHES SOUTHEAST OF A WHITE WITNESS POST.  IT IS STAMPED,
 NR0350'DAWN 1948.
 NR0350'
 NR0350'TO REACH THE STATION FROM SECOND STREET IN CASPER.  GO SOUTH
 NR0350'ON WOLCOTT STREET, THE CASPER MOUNTAIN ROAD, 5.1 MILES TO A
 NR0350'FORK.  CONTINUE TO LEFT 3.0 MILES TO THE BROOKSIDE INN ON RIGHT.
 NR0350'CONTINUE 1.1 MILE TO A FORK AT END OF PAVEMENT.  TURN LEFT,
 NR0350'FOLLOW ROAD TOWARD CRIMSON DAWN, 2.7 MILES TO A DIM ROAD LEFT.
 NR0350'TURN LEFT, GO NORTH 0.15 MILE TO STATION ON RIGHT.  A DRIVE
 NR0350'STATION.
 NR0350'
 NR0350'THIS STATION WAS LOCATED BY INTERSECTION AND WAS OCCUPIED ONLY
 NR0350'FOR REFERENCE MARKS AND THE AZIMUTH MARK.  STATION MUDDY 1948
 NR0350'IS VISIBLE FROM A 1.5 METER TRIPOD.  LIGHTS WERE SHOWN TO
 NR0350'STATIONS CASPER (USGS) 1934 AND MESA (USGS) 1934 FROM A LIGHT
 NR0350'PLATE IN A TREE 15.9 METERS ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0814 ***********************************************************************
 MR0814  DESIGNATION -  DAY
 MR0814  PID         -  MR0814
 MR0814  STATE/COUNTY-  WY/UINTA
 MR0814  USGS QUAD   -  MILLIS (1965)
 MR0814
 MR0814                         *CURRENT SURVEY CONTROL
 MR0814  ___________________________________________________________________
 MR0814* NAD 83(1993)-  41 14 13.56899(N)    110 58 11.07145(W)     ADJUSTED  
 MR0814* NAVD 88     -      2294.1    (meters)    7527.     (feet)  VERTCON   
 MR0814  ___________________________________________________________________
 MR0814  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 MR0814  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 MR0814
 MR0814  HORZ ORDER  -  FIRST
 MR0814
 MR0814.The horizontal coordinates were established by classical geodetic methods
 MR0814.and adjusted by the National Geodetic Survey in January 1997..
 MR0814
 MR0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0814
 MR0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0814
 MR0814.The geoid height was determined by GEOID03.
 MR0814
 MR0814;                    North         East     Units Scale Factor Converg.
 MR0814;SPC WY W     -   182,230.027   725,693.982   MT  1.00000543   -0 35 03.6
 MR0814;UTM  12      - 4,565,078.673   502,535.597   MT  0.99960008   +0 01 11.8
 MR0814
 MR0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0814!SPC WY W     -   0.99964263  x   1.00000543  =   0.99964806
 MR0814!UTM  12      -   0.99964263  x   0.99960008  =   0.99924285
 MR0814
 MR0814|---------------------------------------------------------------------|
 MR0814| PID    Reference Object                     Distance      Geod. Az  |
 MR0814|                                                           dddmmss.s |
 MR0814| CP4806 DAY RM 1                              6.216 METERS 00316     |
 MR0814| MR0816 EVANSTON SITE REPETR 4 FAA MST      APPROX.16.6 KM 0715100.2 |
 MR0814| MR0815 URROZ                                 5.633 METERS 17410     |
 MR0814| MR0820 EVANSTON                            APPROX. 2.2 KM 3331859.2 |
 MR0814|---------------------------------------------------------------------|
 MR0814
 MR0814                          SUPERSEDED SURVEY CONTROL
 MR0814
 MR0814  NAD 83(1986)-  41 14 13.55487(N)    110 58 11.06037(W) AD(       ) 1
 MR0814  NAD 27      -  41 14 13.75039(N)    110 58 08.40203(W) AD(       ) 1
 MR0814  NGVD 29 (07/19/86) 2292.7    (m)         7522.     (f) VERT ANG       
 MR0814
 MR0814.Superseded values are not recommended for survey control.
 MR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0814.See file dsdata.txt to determine how the superseded data were derived.
 MR0814
 MR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0253665079(NAD 83)
 MR0814_MARKER: DS = TRIANGULATION STATION DISK
 MR0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MR0814
 MR0814  HISTORY     - Date     Condition        Report By
 MR0814  HISTORY     - 1974     MONUMENTED       NGS
 MR0814
 MR0814                          STATION DESCRIPTION
 MR0814
 MR0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MR0814'THE STATION IS LOCATED ABOUT 4 MILES EAST OF THE UTAH WYOMING
 MR0814'STATE LINE, 1.5 MILE SOUTH OF EVANSTON, 1 MILE SOUTH OF INTERSTATE
 MR0814'HIGHWAY 80, ON A SMALL HILL, AND ON PROPERTY OWNED BY THE UTAH
 MR0814'POWER AND LIGHT COMPANY, OF EVANSTON, WYOMING.  PHONE NUMBER
 MR0814'789-2446.
 MR0814'
 MR0814'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MR0814'STATE HIGHWAY 150 IN EVANSTON GO SOUTHEAST ON STATE HIGHWAY 150
 MR0814'FOR 0.8 MILE TO THE WYOMING STATE HOSPITAL ON THE LEFT AND A
 MR0814'REVERSE FORK ON THE RIGHT.  TURN SHARP RIGHT AND GO WEST ON PAVED
 MR0814'ROAD FOR 0.25 MILE TO A FORK.  KEEP RIGHT FORK AND GO SOUTHERLY
 MR0814'ON DIRT ROAD FOR 0.25 MILE TO A LOCKED GATE.  PASS THROUGH THE
 MR0814'GATE AND CONTINUE SOUTH ON DIRT ROAD FOR 0.1 MILE TO A FORK.
 MR0814'KEEP LEFT FORK AND GO SOUTHERLY ON DIRT ROAD FOR 0.55 MILE TO A
 MR0814'FORK.  KEEP RIGHT FORK AND GO SOUTH THEN WEST ON DIRT ROAD
 MR0814'FOR 0.6 MILE TO A FORK.  KEEP LEFT FORK AND GO WEST THEN
 MR0814'SOUTH ON DIRT ROAD FOR 0.45 MILE TO A LOCKED GATE.  PASS THROUGH
 MR0814'GATE AND CONTINUE SOUTH, UPHILL ON DIRT ROAD FOR 0.4 MILE
 MR0814'TO THE TOP OF A SMALL HILL, WHITE BLOCK BUILDING AND STATION.
 MR0814'
 MR0814'THE STATION MARK IS A STANDARD DISK STAMPED DAY 1974, SET IN THE
 MR0814'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 MR0814'ABOVE THE GROUND.  IT IS 58 FEET SOUTH OF A POWER POLE, 25.5 FEET
 MR0814'NORTH OF THE NORTHWEST CORNER OF THE BLOCK BUILDING AND 6.5 FEET
 MR0814'NORTHWEST OF A METAL WITNESS POST.
 MR0814'
 MR0814'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DAY NO 1 1974, SET IN
 MR0814'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 6
 MR0814'INCHES ABOVE THE GROUND.  IT IS 46 FEET NORTH OF THE NORTHWEST
 MR0814'CORNER OF THE BLOCK BUILDING, 38.5 FEET SOUTH OF THE POWER POLE
 MR0814'AND 24.5 FEET NORTH OF THE METAL WITNESS POST.
 MR0814'
 MR0814'THE MARK USED AS REFERENCE MARK 2 IS A U.S. DEPARTMENT OF
 MR0814'AGRICULTURE BRONZE DISK, CEMENTED IN THE TOP OF A 1 1/2-INCH IRON
 MR0814'PIPE THAT PROJECTS 4 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED
 MR0814'URROZ.  IT IS 16 FEET SOUTH-SOUTHWEST OF THE METAL WITNESS POST
 MR0814'AND 7 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE BLOCK
 MR0814'BUILDING.
 MR0814'
 MR0814'TRIANGULATION STATION EVANSTON 1948 WILL SERVE AS AN AZIMUTH
 MR0814'MARK.  FOR A ROUTE TO REACH SEE THE RECOVERY NOTE FOR STATION
 MR0814'EVANSTON 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0554 ***********************************************************************
 MP0554  CBN         -  This is a Cooperative Base Network Control Station.
 MP0554  DESIGNATION -  DAYS
 MP0554  PID         -  MP0554
 MP0554  STATE/COUNTY-  WY/CARBON
 MP0554  USGS QUAD   -  COW CREEK (1961)
 MP0554
 MP0554                         *CURRENT SURVEY CONTROL
 MP0554  ___________________________________________________________________
 MP0554* NAD 83(1993)-  41 21 26.46193(N)    106 43 58.45152(W)     ADJUSTED  
 MP0554* NAVD 88     -      2117.5    (meters)    6947.     (feet)  GPS OBS   
 MP0554  ___________________________________________________________________
 MP0554  X           -  -1,380,830.887 (meters)                     COMP
 MP0554  Y           -  -4,592,964.500 (meters)                     COMP
 MP0554  Z           -   4,193,684.952 (meters)                     COMP
 MP0554  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 MP0554  ELLIP HEIGHT-        2105.82  (meters)          (09/07/01) GPS OBS
 MP0554  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 MP0554
 MP0554  HORZ ORDER  -  B
 MP0554  ELLP ORDER  -  FOURTH    CLASS I
 MP0554
 MP0554.The horizontal coordinates were established by GPS observations
 MP0554.and adjusted by the National Geodetic Survey in October 1994..
 MP0554
 MP0554.The orthometric height was determined by GPS observations and a
 MP0554.high-resolution geoid model.
 MP0554
 MP0554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0554
 MP0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0554
 MP0554.The ellipsoidal height was determined by GPS observations
 MP0554.and is referenced to NAD 83.
 MP0554
 MP0554.The geoid height was determined by GEOID03.
 MP0554
 MP0554;                    North         East     Units Scale Factor Converg.
 MP0554;SPC WYEC     -   195,378.942   450,240.451   MT  0.99996855   +0 23 48.3
 MP0554;UTM  13      - 4,579,876.228   355,047.319   MT  0.99985858   -1 08 42.8
 MP0554
 MP0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0554!SPC WYEC     -   0.99966980  x   0.99996855  =   0.99963836
 MP0554!UTM  13      -   0.99966980  x   0.99985858  =   0.99952843
 MP0554
 MP0554|---------------------------------------------------------------------|
 MP0554| PID    Reference Object                     Distance      Geod. Az  |
 MP0554|                                                           dddmmss.s |
 MP0554| CP4808 DAYS RM 1                             5.747 METERS 06611     |
 MP0554| MP0130 Q 75                                  5.454 METERS 15549     |
 MP0554| CP4807 DAYS AZ MK                                         3323059.9 |
 MP0554|---------------------------------------------------------------------|
 MP0554
 MP0554                          SUPERSEDED SURVEY CONTROL
 MP0554
 MP0554  ELLIP H (10/19/94) 2105.85   (m)                       GP(       ) 4 1
 MP0554  NAD 83(1986)-  41 21 26.45333(N)    106 43 58.44748(W) AD(       ) 3
 MP0554  NAD 27      -  41 21 26.58700(N)    106 43 56.31900(W) AD(       ) 3
 MP0554  NGVD 29 (07/19/86) 2115.6    (m)         6941.     (f) VERT ANG       
 MP0554
 MP0554.Superseded values are not recommended for survey control.
 MP0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0554.See file dsdata.txt to determine how the superseded data were derived.
 MP0554
 MP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5504779876(NAD 83)
 MP0554_MARKER: DS = TRIANGULATION STATION DISK
 MP0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0554_STAMPING: DAYS 1948
 MP0554_MARK LOGO: CGS   
 MP0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0554+STABILITY: SURFACE MOTION
 MP0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0554+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 MP0554
 MP0554  HISTORY     - Date     Condition        Report By
 MP0554  HISTORY     - 1948     MONUMENTED       CGS
 MP0554  HISTORY     - 19930803 GOOD             NGS
 MP0554
 MP0554                          STATION DESCRIPTION
 MP0554
 MP0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0554'STATION LOCATED 8 MILES AIR LINE SOUTH-SOUTHEAST OF SARATOGA,
 MP0554'14 PACES EAST OF CENTER LINE OF STATE ROUTE 130, 10 PACES WEST
 MP0554'OF THE WEST RAIL OF THE SARATOGA-ENCAMPMENT VALLEY RAILROAD,
 MP0554'5 PACES SOUTHEAST OF GATE, 4 PACES EAST OF FENCE, 2-1/2 PACES
 MP0554'WEST OF WHITE WITNESS POST, PROJECTS 4 INCHES, AND STAMPED,
 MP0554'DAYS 1948.
 MP0554'
 MP0554'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 MP0554'PROJECTS 5 INCHES, AND STAMPED, DAYS NO 1 1948.
 MP0554'
 MP0554'REFERENCE MARK NO. 2 IS A U.S.C. AND G.S. BENCH MARK SET IN
 MP0554'A 6-INCH SQUARE CONCRETE POST, ABOUT THE SAME ELEVATION AS
 MP0554'STATION, PROJECTS 4 INCHES, AND STAMPED, Q 75 1934.
 MP0554'
 MP0554'AZIMUTH MARK IS LOCATED 13 PACES NORTH OF FENCE CORNER,
 MP0554'10-1/2 PACES WEST OF CENTER LINE OF STATE ROUTE 130, 3 FEET
 MP0554'SOUTH OF WHITE WITNESS POST, 1 FOOT EAST OF FENCE, PROJECTS 4
 MP0554'INCHES, AND STAMPED, DAYS 1948.
 MP0554'
 MP0554'TO REACH FROM POST OFFICE IN SARATOGA, GO WEST THEN SOUTH ON
 MP0554'STATE ROUTE 130 FOR 7.6 MILES TO AZIMUTH MARK ON RIGHT AS
 MP0554'DESCRIBED ABOVE.  CONTINUE SOUTH ON HIGHWAY FOR 0.5 MILE TO
 MP0554'GATE ON LEFT AND STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 MP0554
 MP0554                          STATION RECOVERY (1993)
 MP0554
 MP0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MP0554'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 MP0554'BENCH MARK Q 75 WAS FOUND DESTROYED.  NO DATA AVAILABLE ON AZIMUTH
 MP0554'MARK. STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTH-SOUTHEAST OF
 MP0554'SARATOGA, 17 KM (10.55 MI) NORTH-NORTHEAST OF RIVERSIDE, 1 KM (0.60
 MP0554'MI) EAST OF THE JUNCTION OF STATE HIGHWAYS 130 AND 230, ALONG A TRACK
 MP0554'ROAD ON AN OLD RAILROAD BED, IN NORTH CENTRAL SECTION 16, T 16 N, R 83
 MP0554'W. OWNERSHIP--MUD FLAT, INC., KURT S. BUCHOLZ (OWNER), KEN FLETCHER
 MP0554'(MANAGER).  PHONE 307-327-5367. TO REACH FROM THE JUNCTION OF STATE
 MP0554'HIGHWAYS 130 AND 230, GO EAST ON HIGHWAY 130 FOR 0.97 KM (0.60 MI) TO
 MP0554'A GRADED ROAD RIGHT AND TRACK ROAD LEFT.  TURN LEFT, NORTHWEST, ON
 MP0554'TRACK ROAD FOR 0.13 KM (0.10 MI) TO THE STATION ON THE RIGHT. STATION
 MP0554'MARK IS A DISK SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 MP0554'PROJECTING 1 CM ABOVE GROUND IN WEEDS.  IT IS 14.2 M (46.6 FT)
 MP0554'NORTHEAST OF, AND LEVEL WITH THE ROAD CENTER, 11.5 M (37.7 FT)
 MP0554'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 17.7 M (58.1 FT) EAST OF THE
 MP0554'SOUTH END OF A SMALL CULVERT HEADWALL OVER IRRIGATION DITCH, 48.8 M
 MP0554'(160.1 FT) EAST OF A UTILITY POLE, 0.6 M (2.0 FT) SOUTHEAST OF A
 MP0554'FIBERGLASS WITNESS POST, AND 0.4 M (1.3 FT) NORTHWEST OF A METAL
 MP0554'WITNESS POST. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0518 ***********************************************************************
 PW0518  DESIGNATION -  DAYTON
 PW0518  PID         -  PW0518
 PW0518  STATE/COUNTY-  WY/SHERIDAN
 PW0518  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0518
 PW0518                         *CURRENT SURVEY CONTROL
 PW0518  ___________________________________________________________________
 PW0518* NAD 83(1993)-  44 49 41.06841(N)    107 19 43.73837(W)     ADJUSTED  
 PW0518* NAVD 88     -      1748.7    (meters)    5737.     (feet)  VERTCON   
 PW0518  ___________________________________________________________________
 PW0518  LAPLACE CORR-         -26.01  (seconds)                    DEFLEC99
 PW0518  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 PW0518
 PW0518  HORZ ORDER  -  SECOND
 PW0518
 PW0518.The horizontal coordinates were established by classical geodetic methods
 PW0518.and adjusted by the National Geodetic Survey in January 1997..
 PW0518
 PW0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0518
 PW0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0518
 PW0518.The geoid height was determined by GEOID03.
 PW0518
 PW0518;                    North         East     Units Scale Factor Converg.
 PW0518;SPC WYEC     -   580,759.496   400,357.202   MT  0.99993750   +0 00 11.5
 PW0518;UTM  13      - 4,966,490.242   315,905.203   MT  1.00001676   -1 38 32.0
 PW0518
 PW0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0518!SPC WYEC     -   0.99972761  x   0.99993750  =   0.99966513
 PW0518!UTM  13      -   0.99972761  x   1.00001676  =   0.99974437
 PW0518
 PW0518:                Primary Azimuth Mark                     Grid Az
 PW0518:SPC WYEC     -  RANCHESTER MUNICIPAL TOWER               055 23 10.6
 PW0518:UTM  13      -  RANCHESTER MUNICIPAL TOWER               057 01 54.1
 PW0518
 PW0518|---------------------------------------------------------------------|
 PW0518| PID    Reference Object                     Distance      Geod. Az  |
 PW0518|                                                           dddmmss.s |
 PW0518| PW0501 RANCHESTER MUNICIPAL TOWER          APPROX.15.9 KM 0552322.1 |
 PW0518| CQ5385 DAYTON RM 2                           5.953 METERS 08732     |
 PW0518| PW0257 DAYTON AZ MK                                       1193850.5 |
 PW0518| CQ5384 DAYTON RM 1                           6.979 METERS 14451     |
 PW0518|---------------------------------------------------------------------|
 PW0518
 PW0518                          SUPERSEDED SURVEY CONTROL
 PW0518
 PW0518  NAD 83(1986)-  44 49 41.05308(N)    107 19 43.72415(W) AD(       ) 2
 PW0518  NAD 27      -  44 49 41.16860(N)    107 19 41.43560(W) AD(       ) 2
 PW0518  NGVD 29 (07/19/86) 1747.9    (m)         5735.     (f) VERT ANG       
 PW0518
 PW0518.Superseded values are not recommended for survey control.
 PW0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0518.See file dsdata.txt to determine how the superseded data were derived.
 PW0518
 PW0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1590566490(NAD 83)
 PW0518_MARKER: DS = TRIANGULATION STATION DISK
 PW0518_SETTING: 66 = SET IN ROCK OUTCROP
 PW0518
 PW0518  HISTORY     - Date     Condition        Report By
 PW0518  HISTORY     - 1957     MONUMENTED       CGS
 PW0518  HISTORY     - 1964     SEE DESCRIPTION  USGS
 PW0518
 PW0518                          STATION DESCRIPTION
 PW0518
 PW0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0518'STATION IS ABOUT 4 MILES SOUTH AND 3-1/2 MILES WEST OF DAYTON,
 PW0518'IN BIG HORN NATIONAL FOREST, BETWEEN STEAMSHOVEL DRAW AND
 PW0518'CRYSTAL SPRING DRAW AND JUST WEST OF A HAIRPIN CURVE ON U.S.
 PW0518'HIGHWAY 14.
 PW0518'
 PW0518'TO REACH FROM THE POST OFFICE IN DAYTON, GO SOUTHWESTERLY
 PW0518'ON U.S. HIGHWAY 14 FOR 5.15 MILES TO A SIGN ON RIGHT CAMP
 PW0518'BETHAL AND AZIMUTH MARK ON RIGHT.  CONTINUE WESTERLY FOR 1.75
 PW0518'MILES TO A SIGN ON RIGHT ENTERING BIG HORN NATIONAL FOREST.
 PW0518'CONTINUE WESTERLY FOR 1.25 MILES TO A HAIRPIN LEFT CURVE AND
 PW0518'STATION ON RIGHT AT PINE TREE WITH TRIANGLE BLAZE.
 PW0518'
 PW0518'STATION MARK IS A STANDARD DISK, STAMPED DAYTON 1957.  IT IS
 PW0518'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 PW0518'WITH GROUND SURFACE.  IT IS 89 FEET SOUTHWEST OF THE WEST
 PW0518'END OF A ROAD CURVE GUARDRAIL, 58 FEET NORTH-NORTHWEST OF AN
 PW0518'8 INCH PINE TREE WITH TRIANGLE BLAZE AND 35 FEET WEST OF
 PW0518'EDGE OF HIGHWAY CUT.  NO WHITE WITNESS POST WAS SET.
 PW0518'
 PW0518'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAYTON NO 1 1957.
 PW0518'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 PW0518'IS FLUSH WITH GROUND SURFACE.  IT IS 38 FEET NORTHWEST OF AN
 PW0518'8 INCH PINE TREE WITH TRIANGLE BLAZE, 87 FEET SOUTHWEST OF
 PW0518'WEST END OF GUARDRAIL AND 16 FEET WEST OF EDGE OF HIGHWAY CUT.
 PW0518'IT IS ABOUT 2 FEET LOWER THAN STATION MARK.
 PW0518'
 PW0518'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DAYTON NO 2 1957.
 PW0518'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 PW0518'FLUSH WITH GROUND SURFACE.  IT IS 107 FEET SOUTHWEST OF WEST
 PW0518'END OF GUARDRAIL, 65 FEET NORTHWEST OF AN 8 INCH PINE TREE
 PW0518'WITH TRIANGLE BLAZE AND 53 FEET WEST OF EDGE OF HIGHWAY CUT.
 PW0518'IT IS AT ABOUT THE SAME ELEVATION AS STATION MARK.
 PW0518'
 PW0518'AZIMUTH MARK IS A STANDARD DISK, STAMPED DAYTON 1957.  IT IS
 PW0518'SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH PROJECTS
 PW0518'6 INCHES.  IT IS 139 FEET EAST OF THE EAST GATEPOST OF A GATE IN
 PW0518'AN EAST-WEST RIGHT-OF-WAY FENCE AND 28 FEET NORTH OF CENTER
 PW0518'OF U.S. HIGHWAY 14.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 PW0518'2 FEET EAST OF THE MARK.
 PW0518
 PW0518                          STATION RECOVERY (1964)
 PW0518
 PW0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (RDB)
 PW0518'STATION DAYTON IS BELIEVED DESTROYED BECAUSE OF NEW HIGHWAY
 PW0518'CONSTRUCTION IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0257 ***********************************************************************
 PW0257  DESIGNATION -  DAYTON AZ MK
 PW0257  PID         -  PW0257
 PW0257  STATE/COUNTY-  WY/SHERIDAN
 PW0257  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0257
 PW0257                         *CURRENT SURVEY CONTROL
 PW0257  ___________________________________________________________________
 PW0257* NAD 83(1986)-  44 48 57.     (N)    107 18 18.     (W)     SCALED    
 PW0257* NAVD 88     -      1502.643  (meters)    4929.92   (feet)  ADJUSTED  
 PW0257  ___________________________________________________________________
 PW0257  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 PW0257  DYNAMIC HT  -        1502.027 (meters)    4927.90  (feet)  COMP
 PW0257  MODELED GRAV-     980,153.8   (mgal)                       NAVD 88
 PW0257
 PW0257  VERT ORDER  -  SECOND    CLASS 0
 PW0257
 PW0257.The horizontal coordinates were scaled from a topographic map and have
 PW0257.an estimated accuracy of +/- 6 seconds.
 PW0257
 PW0257.The orthometric height was determined by differential leveling
 PW0257.and adjusted by the National Geodetic Survey in June 1991..
 PW0257
 PW0257.The geoid height was determined by GEOID03.
 PW0257
 PW0257.The dynamic height is computed by dividing the NAVD 88
 PW0257.geopotential number by the normal gravity value computed on the
 PW0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0257.degrees latitude (g = 980.6199 gals.).
 PW0257
 PW0257.The modeled gravity was interpolated from observed gravity values.
 PW0257
 PW0257;                    North         East    Units  Estimated Accuracy
 PW0257;SPC WYEC     -   579,400.      402,240.      MT  (+/- 180 meters Scaled)
 PW0257
 PW0257                          SUPERSEDED SURVEY CONTROL
 PW0257
 PW0257  NGVD 29 (??/??/92) 1501.836  (m)         4927.27   (f) ADJ UNCH    2 0
 PW0257
 PW0257.Superseded values are not recommended for survey control.
 PW0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0257.See file dsdata.txt to determine how the superseded data were derived.
 PW0257
 PW0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK177650(NAD 83)
 PW0257_MARKER: DZ = AZIMUTH MARK DISK
 PW0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0257_STAMPING: DAYTON 1957
 PW0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0257+STABILITY: SURFACE MOTION
 PW0257
 PW0257  HISTORY     - Date     Condition        Report By
 PW0257  HISTORY     - 1957     MONUMENTED       CGS
 PW0257  HISTORY     - 1966     GOOD             NGS
 PW0257
 PW0257                          STATION DESCRIPTION
 PW0257
 PW0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0257'5.05 MI SW FROM DAYTON.
 PW0257'5.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0257'DAYTON, AT THE SOUTHEAST END OF A SHARP CURVE, 74 FEET NORTHEAST OF
 PW0257'THE CENTER LINE OF THE HIGHWAY, 132 FEET SOUTHEAST OF THE SOUTHEAST
 PW0257'END OF A WIRE GATE, 7.5 FEET NORTHEAST OF A FENCE, 1.8 FEET NORTHWEST
 PW0257'OF A WITNESS POST, ABOUT 6 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET
 PW0257'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0459 ***********************************************************************
 PX0459  DESIGNATION -  DEAD INDIAN
 PX0459  PID         -  PX0459
 PX0459  STATE/COUNTY-  WY/PARK
 PX0459  USGS QUAD   -  DEAD INDIAN PEAK (1991)
 PX0459
 PX0459                         *CURRENT SURVEY CONTROL
 PX0459  ___________________________________________________________________
 PX0459* NAD 83(1993)-  44 36 26.31268(N)    109 36 37.77952(W)     ADJUSTED  
 PX0459* NAVD 88     -      3725.3    (meters)   12222.     (feet)  VERTCON   
 PX0459  ___________________________________________________________________
 PX0459  LAPLACE CORR-          -7.83  (seconds)                    DEFLEC99
 PX0459  GEOID HEIGHT-          -8.08  (meters)                     GEOID03
 PX0459
 PX0459  HORZ ORDER  -  THIRD
 PX0459
 PX0459.The horizontal coordinates were established by classical geodetic methods
 PX0459.and adjusted by the National Geodetic Survey in January 1997..
 PX0459
 PX0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0459
 PX0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0459
 PX0459.The geoid height was determined by GEOID03.
 PX0459
 PX0459;                    North         East     Units Scale Factor Converg.
 PX0459;SPC WYWC     -   456,588.384   531,695.138   MT  0.99999485   -0 36 15.5
 PX0459;UTM  12      - 4,940,267.903   610,259.936   MT  0.99974950   +0 58 33.1
 PX0459
 PX0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0459!SPC WYWC     -   0.99941750  x   0.99999485  =   0.99941235
 PX0459!UTM  12      -   0.99941750  x   0.99974950  =   0.99916715
 PX0459
 PX0459:                Primary Azimuth Mark                     Grid Az
 PX0459:SPC WYWC     -  CRAG                                     121 54 43.0
 PX0459:UTM  12      -  CRAG                                     120 19 54.4
 PX0459
 PX0459|---------------------------------------------------------------------|
 PX0459| PID    Reference Object                     Distance      Geod. Az  |
 PX0459|                                                           dddmmss.s |
 PX0459| PX0458 CRAG                                APPROX. 6.3 KM 1211827.5 |
 PX0459|---------------------------------------------------------------------|
 PX0459
 PX0459                          SUPERSEDED SURVEY CONTROL
 PX0459
 PX0459  NAD 83(1986)-  44 36 26.30211(N)    109 36 37.76660(W) AD(       ) 3
 PX0459  NAD 27      -  44 36 26.49071(N)    109 36 35.14810(W) AD(       ) 3
 PX0459  NGVD 29 (07/19/86) 3723.8    (m)        12217.     (f) VERT ANG       
 PX0459
 PX0459.Superseded values are not recommended for survey control.
 PX0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0459.See file dsdata.txt to determine how the superseded data were derived.
 PX0459
 PX0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1026040268(NAD 83)
 PX0459_MARKER: DD = SURVEY DISK
 PX0459_SETTING: 66 = SET IN ROCK OUTCROP
 PX0459_SP_SET: SET IN ROCK OUTCROP
 PX0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0459+STABILITY: POSITION/ELEVATION WELL
 PX0459
 PX0459  HISTORY     - Date     Condition        Report By
 PX0459  HISTORY     - 1953     MONUMENTED       USGS
 PX0459
 PX0459                          STATION DESCRIPTION
 PX0459
 PX0459'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0459'THE STATION IS LOCATED ABOUT 27.0 MI. (AIRLINE) WNW. OF CODY,
 PX0459'WYOMING, ON THE MOST PROMINENT PEAK ON THE MAIN DIVIDE BETWEEN
 PX0459'SUNLIGHT CREEK ON THE N. AND THE NORTH FORK SHOSHONE RIVER ON
 PX0459'THE S.
 PX0459'
 PX0459'TO REACH FROM DEAD INDIAN CAMP GROUND ON THE CODY ROAD, FOLLOW
 PX0459'THE HORSE TRAIL UP DEAD INDIAN CREEK AND ON TO THE RIDGE AT THE
 PX0459'HEAD OF RATTLESNAKE CANYON AT THE SITE OF THE OLD RATTLESNAKE
 PX0459'RANGER CABIN.  CONTINUE SW. ALONG GOOD TRAIL ABOUT 12.0 MI. TO
 PX0459'THE HEAD OF DEAD INDIAN CREEK.  AFTER CROSSING SADDLE BETWEEN
 PX0459'DEAD INDIAN CREEK ON THE N. AND BIG CREEK ON THE S., WORK HORSE
 PX0459'NW. TO A POINT JUST UNDER DEAD INDIAN PEAK.  BACK PACK FROM HERE
 PX0459'W. UP CANYON WALL AND ON RIDGE LEADING SW. TO HIGH POINT.  FOLLOW
 PX0459'RIDGE AND WORK UP ROCK POINT, WHICH IS STATION SITE, FROM THE N.
 PX0459'AND W.  ABOUT A 1 HOUR CLIMB.
 PX0459'
 PX0459'STATION MARK--STANDARD ALUMINUM TALET, CEMENTED IN ROCK, STAMPED
 PX0459'---DEAD INDIAN 1953---.
 PX0459'
 PX0459'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0801 ***********************************************************************
 OX0801  DESIGNATION -  DEADMAN
 OX0801  PID         -  OX0801
 OX0801  STATE/COUNTY-  WY/LINCOLN
 OX0801  USGS QUAD   -  PICKLE PASS (1996)
 OX0801
 OX0801                         *CURRENT SURVEY CONTROL
 OX0801  ___________________________________________________________________
 OX0801* NAD 83(1993)-  43 00 18.26822(N)    110 39 55.96340(W)     ADJUSTED  
 OX0801* NAVD 88     -      3159.6    (meters)   10366.     (feet)  VERTCON   
 OX0801  ___________________________________________________________________
 OX0801  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 OX0801  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OX0801
 OX0801  HORZ ORDER  -  FIRST
 OX0801
 OX0801.The horizontal coordinates were established by classical geodetic methods
 OX0801.and adjusted by the National Geodetic Survey in January 1997..
 OX0801
 OX0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0801
 OX0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0801
 OX0801.The geoid height was determined by GEOID03.
 OX0801
 OX0801;                    North         East     Units Scale Factor Converg.
 OX0801;SPC WY W     -   378,381.980   752,532.681   MT  0.99996521   -0 23 49.6
 OX0801;UTM  12      - 4,761,432.576   527,258.612   MT  0.99960914   +0 13 41.2
 OX0801
 OX0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0801!SPC WY W     -   0.99950638  x   0.99996521  =   0.99947161
 OX0801!UTM  12      -   0.99950638  x   0.99960914  =   0.99911571
 OX0801
 OX0801|---------------------------------------------------------------------|
 OX0801| PID    Reference Object                     Distance      Geod. Az  |
 OX0801|                                                           dddmmss.s |
 OX0801| OX0800 DEADMAN LOOKOUT CABIN                 8.812 METERS 02610     |
 OX0801| CP4811 DEADMAN RM 2                          4.413 METERS 05203     |
 OX0801| CP4809 DEADMAN AZ MK                                      1074043.6 |
 OX0801| CP4810 DEADMAN RM 1                          8.394 METERS 33940     |
 OX0801|---------------------------------------------------------------------|
 OX0801
 OX0801                          SUPERSEDED SURVEY CONTROL
 OX0801
 OX0801  NAD 83(1993)-  43 00 18.26680(N)    110 39 55.96066(W) AD(       ) 1
 OX0801  NAD 83(1986)-  43 00 18.25200(N)    110 39 55.95216(W) AD(       ) 1
 OX0801  NAD 27      -  43 00 18.49600(N)    110 39 53.26900(W) AD(       ) 1
 OX0801  NGVD 29 (07/19/86) 3158.1    (m)        10361.     (f) VERT ANG       
 OX0801
 OX0801.Superseded values are not recommended for survey control.
 OX0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0801.See file dsdata.txt to determine how the superseded data were derived.
 OX0801
 OX0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2725961433(NAD 83)
 OX0801_MARKER: DS = TRIANGULATION STATION DISK
 OX0801_SETTING: 66 = SET IN ROCK OUTCROP
 OX0801
 OX0801  HISTORY     - Date     Condition        Report By
 OX0801  HISTORY     - 1946     MONUMENTED       CGS
 OX0801  HISTORY     - 1965     GOOD             USGS
 OX0801
 OX0801                          STATION DESCRIPTION
 OX0801
 OX0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0801'THE STATION IS LOCATED ON THE SOUTHERN ONE OF TWO PEAKS
 OX0801'ON DEADMAN MOUNTAIN.  THE MOUNTAIN IS A LONE HIGH PROMINENT
 OX0801'MOUNTAIN WHICH LIES AT THE HEAD OF DEADMAN CREEK, UPPER
 OX0801'HOBACK RIVER, AND HORSE CREEK.  IT IS 23 MILES, AIRLINE,
 OX0801'SOUTHEAST OF ALPINE, 43 MILES, AIRLINE, NORTHWEST OF BIG
 OX0801'PINEY, AND 33-1/2 MILES, AIRLINE, SOUTH BY EAST OF JACKSON.
 OX0801'THE STATION IS JUST SOUTH OF THE GREYFALL LOOKOUT HOUSE.
 OX0801'
 OX0801'THE STATION MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0801'IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 OX0801'IT IS 22.9 FEET SOUTH- SOUTHWEST OF THE SOUTHEAST CORNER
 OX0801'OF THE LOOKOUT HOUSE AND 21.8 FEET SOUTH BY EAST OF THE
 OX0801'SOUTHWEST CORNER OF THE LOOKOUT HOUSE.  IT IS STAMPED DEADMAN
 OX0801'1946.
 OX0801'
 OX0801'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0801'IN OUTCROPPING BEDROCK WHICH IS 6 INCHES BY 12 INCHES AND
 OX0801'PROJECTS 5 INCHES.  IT IS 6-1/2 FEET LOWER THAN THE STATION
 OX0801'ON THE WEST SIDE OF THE TRAIL LEADING TO THE LOOKOUT HOUSE,
 OX0801'15.5 FEET WEST- SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OX0801'LOOKOUT HOUSE, AND 20.0 FEET SOUTHWEST OF THE NORTHWEST
 OX0801'CORNER OF THE LOOKOUT HOUSE.  IT IS STAMPED DEADMAN NO 1 1946.
 OX0801'
 OX0801'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0801'HOLE IN BEDROCK WHICH IS 3 FEET HIGHER THAN THE STATION
 OX0801'MARK.  IT IS 9.2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 OX0801'LOOKOUT HOUSE, AND 13.8 FEET SOUTHEAST OF THE SOUTHWEST
 OX0801'CORNER OF THE LOOKOUT HOUSE.  IT IS STAMPED DEADMAN NO 2 1946.
 OX0801'
 OX0801'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL
 OX0801'HOLE IN BEDROCK ON THE NORTHWEST SLOPE OF THE FIRST BARREN
 OX0801'KNOLL EAST OF THE STATION.  IT IS STAMPED DEADMAN 1946.
 OX0801'
 OX0801'THE SUBSTITUTE CONTROL STATION IS THE TOP AND CENTER OF THE
 OX0801'ROOF OF THE GREYFALL LOOKOUT HOUSE (ALSO KNOWN, LOCALLY
 OX0801'AS DEADMAN LOOKOUT).
 OX0801'
 OX0801'TO REACH THE STATION FROM ALPINE GO SOUTH ON U.S. HIGHWAY
 OX0801'NO. 89 FOR 1.55 MILE TO A T- ROAD LEFT WHICH IS THE GREYS RIVER
 OX0801'ROAD.  TURN LEFT EAST ON THE GREYS RIVER ROAD AND GO 9.5
 OX0801'MILES TO FORKS.  TAKE THE RIGHT FORK ACROSS LITTLE GREYS RIVER
 OX0801'FOR 1.7 MILES TO FORKS.  TAKE THE RIGHT FORK AND GO 16.3
 OX0801'MILES TO DEADMAN CREEK AND YOUNGS RANCH.  CONTINUE 1.2 MILES
 OX0801'TO FORKS.  TAKE THE LEFT FORK UP CANYON 5.6 MILES TO THE
 OX0801'BLIND BULL MINE.  CONTINUE STRAIGHT AHEAD FOR 3.6 MILES.
 OX0801'FROM HERE THE MOUNTAIN MAY BE SEEN TO THE WEST.  A 4 WHEEL
 OX0801'DRIVE VEHICLE IS NECESARY.  WORK WAY WESTERLY ALONG THE TOP
 OX0801'OF RIDGES FOR 2.3 MILES TO THE EAST BASE OF DEADMAN
 OX0801'MOUNTAIN AND THE END OF TRUCK TRAVEL.  FROM HERE PICK UP A
 OX0801'WELL DEFINED TRAIL UP THE EAST FACE OF THE MOUNTAIN TO THE
 OX0801'TOP AND STATION.  A 1 HOUR PACK.
 OX0801
 OX0801                          STATION RECOVERY (1965)
 OX0801
 OX0801'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0801'RECOVERED.
 OX0801'
 OX0801'STATION MARK--STANDARD USC AND GS DISK, CEMENTED IN DRILL HOLE IN
 OX0801'BEDROCK, FLUSH WITH SURFACE OF GROUND, STAMPED ---DEADMAN 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0800 ***********************************************************************
 OX0800  DESIGNATION -  DEADMAN LOOKOUT CABIN
 OX0800  PID         -  OX0800
 OX0800  STATE/COUNTY-  WY/LINCOLN
 OX0800  USGS QUAD   -  PICKLE PASS (1996)
 OX0800
 OX0800                         *CURRENT SURVEY CONTROL
 OX0800  ___________________________________________________________________
 OX0800* NAD 83(1993)-  43 00 18.52452(N)    110 39 55.79184(W)     ADJUSTED  
 OX0800* NAVD 88     -      3159.     (meters)   10364.     (feet)  SCALED    
 OX0800  ___________________________________________________________________
 OX0800  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 OX0800  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OX0800
 OX0800  HORZ ORDER  -  THIRD
 OX0800
 OX0800.The horizontal coordinates were established by classical geodetic methods
 OX0800.and adjusted by the National Geodetic Survey in January 1997..
 OX0800
 OX0800.The orthometric height was scaled from a topographic map.
 OX0800
 OX0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0800
 OX0800.The geoid height was determined by GEOID03.
 OX0800
 OX0800;                    North         East     Units Scale Factor Converg.
 OX0800;SPC WY W     -   378,389.862   752,536.621   MT  0.99996520   -0 23 49.5
 OX0800;UTM  12      - 4,761,440.497   527,262.464   MT  0.99960914   +0 13 41.4
 OX0800
 OX0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0800!SPC WY W     -   0.99950640  x   0.99996520  =   0.99947161
 OX0800!UTM  12      -   0.99950640  x   0.99960914  =   0.99911573
 OX0800
 OX0800                          SUPERSEDED SURVEY CONTROL
 OX0800
 OX0800  NAD 83(1993)-  43 00 18.52310(N)    110 39 55.78910(W) AD(       ) 4
 OX0800  NAD 83(1986)-  43 00 18.50830(N)    110 39 55.78060(W) AD(       ) 4
 OX0800  NAD 27      -  43 00 18.75200(N)    110 39 53.09700(W) AD(       ) 3
 OX0800
 OX0800.Superseded values are not recommended for survey control.
 OX0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0800.See file dsdata.txt to determine how the superseded data were derived.
 OX0800
 OX0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2726261440(NAD 83)
 OX0800_MARKER: 73 = LOOKOUT HOUSE
 OX0800
 OX0800  HISTORY     - Date     Condition        Report By
 OX0800  HISTORY     - 1946     FIRST OBSERVED   CGS
 OX0800
 OX0800                          STATION DESCRIPTION
 OX0800
 OX0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0800'THE STATION IS LOCATED ON THE SOUTHERN ONE OF TWO PEAKS
 OX0800'ON DEADMAN MOUNTAIN WHICH IS A LONE HIGH MOUNTAIN THAT LIES
 OX0800'AT THE HEAD OF DEADMAN CREEK, UPPER HOBACK RIVER AND HORSE
 OX0800'CREEK.  IT IS 23 MILES, AIRLINE, SOUTHEAST OF ALPINE, 43
 OX0800'MILES, AIRLINE, NORTHWEST OF BIG PINEY, 33-1/2 MILES, AIRLINE,
 OX0800'SOUTH BY EAST OF JACKSON, AND AT THE SITE OF TRIANGULATION
 OX0800'STATION DEADMAN.
 OX0800'
 OX0800'STATION IS A WHITE 10-FOOT SQUARE WOODEN STRUCTURE WHICH
 OX0800'IS APPROXIMATELY 10 FEET HIGH.  IT IS 28.910 FEET, 8.812
 OX0800'METERS NORTH OF THE TRIANGULATION STATION.  THE APEX OF THE
 OX0800'ROOF WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0472 ***********************************************************************
 NQ0472  DESIGNATION -  DEAHL
 NQ0472  PID         -  NQ0472
 NQ0472  STATE/COUNTY-  WY/GOSHEN
 NQ0472  USGS QUAD   -  TEA KETTLE ROCK (1990)
 NQ0472
 NQ0472                         *CURRENT SURVEY CONTROL
 NQ0472  ___________________________________________________________________
 NQ0472* NAD 83(1993)-  42 14 47.80073(N)    104 11 54.86644(W)     ADJUSTED  
 NQ0472* NAVD 88     -      1471.9    (meters)    4829.     (feet)  VERTCON   
 NQ0472  ___________________________________________________________________
 NQ0472  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 NQ0472  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 NQ0472
 NQ0472  HORZ ORDER  -  SECOND
 NQ0472
 NQ0472.The horizontal coordinates were established by classical geodetic methods
 NQ0472.and adjusted by the National Geodetic Survey in January 1997..
 NQ0472
 NQ0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0472
 NQ0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0472
 NQ0472.The geoid height was determined by GEOID03.
 NQ0472
 NQ0472;                    North         East     Units Scale Factor Converg.
 NQ0472;SPC WY E     -   194,422.327   279,892.156   MT  1.00001601   +0 39 03.3
 NQ0472;UTM  13      - 4,677,468.677   566,115.516   MT  0.99965378   +0 32 19.8
 NQ0472
 NQ0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0472!SPC WY E     -   0.99977186  x   1.00001601  =   0.99978787
 NQ0472!UTM  13      -   0.99977186  x   0.99965378  =   0.99942572
 NQ0472
 NQ0472|---------------------------------------------------------------------|
 NQ0472| PID    Reference Object                     Distance      Geod. Az  |
 NQ0472|                                                           dddmmss.s |
 NQ0472| CP9132 DEAHL RM 1                           10.091 METERS 06815     |
 NQ0472| CP9131 DEAHL AZ MK                                        1480322.6 |
 NQ0472| NQ0471 TORRINGTON UN TEL MICROWAVE         APPROX.20.2 KM 1765423.5 |
 NQ0472| NQ0467 TORRINGTON SOUTH MUNICIPAL TK       APPROX.20.2 KM 1773859.0 |
 NQ0472| NQ0466 TORRINGTON STA KGOS RADIO MAST      APPROX.19.7 KM 1804636.5 |
 NQ0472| CP9133 DEAHL RM 2                           12.620 METERS 27042     |
 NQ0472|---------------------------------------------------------------------|
 NQ0472
 NQ0472                          SUPERSEDED SURVEY CONTROL
 NQ0472
 NQ0472  NAD 83(1986)-  42 14 47.77554(N)    104 11 54.87418(W) AD(       ) 2
 NQ0472  NAD 27      -  42 14 47.90830(N)    104 11 53.06890(W) AD(       ) 2
 NQ0472  NGVD 29 (09/11/89) 1471.1    (m)         4826.     (f) VERT ANG       
 NQ0472
 NQ0472.Superseded values are not recommended for survey control.
 NQ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0472.See file dsdata.txt to determine how the superseded data were derived.
 NQ0472
 NQ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6611677469(NAD 83)
 NQ0472_MARKER: DS = TRIANGULATION STATION DISK
 NQ0472_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0472
 NQ0472  HISTORY     - Date     Condition        Report By
 NQ0472  HISTORY     - 1963     MONUMENTED       CGS
 NQ0472  HISTORY     - 1974     GOOD             USGS
 NQ0472
 NQ0472                          STATION DESCRIPTION
 NQ0472
 NQ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0472'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTH AND 1 MILE
 NQ0472'WEST OF TORRINGTON ON THE HIGHEST POINT OF A RANGE OF HILLS IN THE
 NQ0472'NORTH CENTRAL 1/4 OF SECTION 9, R61W AND T26N ON THE PROPERTY
 NQ0472'OF MR. JESS DEAHL WHO LIVES ABOUT 1 MILE NORTH OF THE STATION.
 NQ0472'
 NQ0472'TO REACH THE STATION FROM THE POST OFFICE IN TORRINGTON, GO
 NQ0472'WEST ON 22ND AVE. FOR 0.2 MILE TO WEST C STREET.  TURN RIGHT
 NQ0472'AND GO NORTH AND WEST ON WEST C STREET (WYOMING SECONDARY 0808)
 NQ0472'WHICH IS A PAVED ROAD FOR 3.5 MILES TO A FORK.  KEEP RIGHT AND
 NQ0472'FOLLOW PAVED ROAD NORTH FOR 9 MILES TO A CROSSROAD AND THE
 NQ0472'AZIMUTH IN THE SOUTHWEST ANGLE.  CONTINUE NORTH FOR 1.8 MILES TO
 NQ0472'A WIRE GATE ON THE LEFT.  PASS THROUGH THE GATE AND GO SOUTHWEST
 NQ0472'ACROSS PASTURE FOR 0.1 MILE TO A GATE, PASS THROUGH GATE AND
 NQ0472'FOLLOW TRACK ROAD SOUTHWEST FOR 0.4 MILE TO A GATE IN AN
 NQ0472'EAST-WEST FENCE.  PASS THROUGH GATE AND GO SOUTH ON TRACK ROAD
 NQ0472'FOR 0.2 MILE TO A FORK, KEEP LEFT AND GO SOUTHEAST AND
 NQ0472'SOUTH FOR 0.15 MILE TO A FORK.  KEEP RIGHT FORK AND GO SOUTH
 NQ0472'FOR 0.25 MILE TO THE TOP OF RIDGE.  TURN LEFT AND GO SOUTHEAST
 NQ0472'FOR 0.15 MILE TO THE EAST END OF RIDGE AND THE STATION.
 NQ0472'
 NQ0472'THE STATION MARK IS A STANDARD DISK STAMPED DEAHL 1963, CEMENTED
 NQ0472'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 8 FEET NORTH OF
 NQ0472'CAIRN.
 NQ0472'
 NQ0472'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DEAHL NO 1 1963,
 NQ0472'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 NQ0472'ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS 33 FEET EAST OF A
 NQ0472'CAIRN.
 NQ0472'
 NQ0472'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DEAHL NO 2 1963,
 NQ0472'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT
 NQ0472'2 FEET LOWER THAN THE STATION.  IT IS 45 FEET NORTHWEST OF A
 NQ0472'CAIRN.
 NQ0472'
 NQ0472'THE AZIMUTH MARK IS A U.S. DEPT. OF INTERIOR GEOLOGICAL SURVEY
 NQ0472'MARK DISK STAMPED 15 W D E 1963, SET IN THE TOP OF A 6-INCH
 NQ0472'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 77 FEET
 NQ0472'WEST OF THE CENTER OF PAVED ROAD, 5 FEET EAST OF A TELEPHONE
 NQ0472'POLE AND 3.0 FEET SOUTHWEST OF THE WITNESS POST.
 NQ0472'
 NQ0472'THE DISTANCE BETWEEN R.M.S IS 73.1 FEET OR 22.28 METERS.
 NQ0472
 NQ0472                          STATION RECOVERY (1974)
 NQ0472
 NQ0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NQ0472'RECOVERED BY USGS, 1974.
 NQ0472'
 NQ0472'STATION MARK--STANDARD USC AND GS DISK SET IN A ROCK OUTCROP FLUSH
 NQ0472'WITH THE GROUND, STAMPED---DEAHL 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0244 ***********************************************************************
 PX0244  DESIGNATION -  DEAVER
 PX0244  PID         -  PX0244
 PX0244  STATE/COUNTY-  WY/BIG HORN
 PX0244  USGS QUAD   -  FRANNIE (1966)
 PX0244
 PX0244                         *CURRENT SURVEY CONTROL
 PX0244  ___________________________________________________________________
 PX0244* NAD 83(1993)-  44 54 36.90986(N)    108 36 23.06185(W)     ADJUSTED  
 PX0244* NAVD 88     -      1264.247  (meters)    4147.78   (feet)  ADJUSTED  
 PX0244  ___________________________________________________________________
 PX0244  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 PX0244  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 PX0244  DYNAMIC HT  -        1263.750 (meters)    4146.15  (feet)  COMP
 PX0244  MODELED GRAV-     980,180.8   (mgal)                       NAVD 88
 PX0244
 PX0244  HORZ ORDER  -  SECOND
 PX0244  VERT ORDER  -  FIRST     CLASS II
 PX0244
 PX0244.The horizontal coordinates were established by classical geodetic methods
 PX0244.and adjusted by the National Geodetic Survey in January 1997..
 PX0244
 PX0244.The orthometric height was determined by differential leveling
 PX0244.and adjusted by the National Geodetic Survey in June 1991..
 PX0244
 PX0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0244
 PX0244.The geoid height was determined by GEOID03.
 PX0244
 PX0244.The dynamic height is computed by dividing the NAVD 88
 PX0244.geopotential number by the normal gravity value computed on the
 PX0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0244.degrees latitude (g = 980.6199 gals.).
 PX0244
 PX0244.The modeled gravity was interpolated from observed gravity values.
 PX0244
 PX0244;                    North         East     Units Scale Factor Converg.
 PX0244;SPC WYEC     -   590,679.860   299,471.910   MT  1.00006172   -0 53 55.9
 PX0244;SPC WYWC     -   489,901.344   611,338.879   MT  0.99993908   +0 06 05.0
 PX0244;SPC MT       -    73,792.969   670,569.312   MT  1.00005504   +0 39 13.2
 PX0244;SPC MT       -   242,102.92  2,200,030.55   iFT  1.00005504   +0 39 13.2
 PX0244;UTM  12      - 4,975,767.890   688,946.342   MT  1.00003901   +1 41 25.3
 PX0244
 PX0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0244!SPC WYEC     -   0.99980384  x   1.00006172  =   0.99986555
 PX0244!SPC WYWC     -   0.99980384  x   0.99993908  =   0.99974293
 PX0244!SPC MT       -   0.99980384  x   1.00005504  =   0.99985887
 PX0244!UTM  12      -   0.99980384  x   1.00003901  =   0.99984284
 PX0244
 PX0244|---------------------------------------------------------------------|
 PX0244| PID    Reference Object                     Distance      Geod. Az  |
 PX0244|                                                           dddmmss.s |
 PX0244| PX0147 P 25                                 48.137 METERS 06055     |
 PX0244| CQ5390 DEAVER AZ MK                                       2143114.9 |
 PX0244| CQ5391 DEAVER RM 1                          13.852 METERS 22149     |
 PX0244|---------------------------------------------------------------------|
 PX0244
 PX0244                          SUPERSEDED SURVEY CONTROL
 PX0244
 PX0244  NAD 83(1986)-  44 54 36.90235(N)    108 36 23.04729(W) AD(       ) 2
 PX0244  NAD 27      -  44 54 37.07950(N)    108 36 20.60000(W) AD(       ) 2
 PX0244  NGVD 29 (06/08/92) 1263.358  (m)         4144.87   (f) ADJUSTED    1 2
 PX0244
 PX0244.Superseded values are not recommended for survey control.
 PX0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0244.See file dsdata.txt to determine how the superseded data were derived.
 PX0244
 PX0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8894675768(NAD 83)
 PX0244_MARKER: DS = TRIANGULATION STATION DISK
 PX0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0244_SP_SET: CONCRETE POST
 PX0244_STAMPING: DEAVER 1957
 PX0244_MARK LOGO: CGS   
 PX0244_PROJECTION: PROJECTING 15 CENTIMETERS
 PX0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0244+STABILITY: SURFACE MOTION
 PX0244
 PX0244  HISTORY     - Date     Condition        Report By
 PX0244  HISTORY     - 1957     MONUMENTED       CGS
 PX0244  HISTORY     - 1982     GOOD             NGS
 PX0244
 PX0244                          STATION DESCRIPTION
 PX0244
 PX0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0244'LOCATED ABOUT 1-1/2 MILES NORTHWEST OF THE DEAVER RAILROAD
 PX0244'STATION, 4-1/4 MILES SOUTH OF FRANNIE, 0.1 MILE SOUTHWEST OF
 PX0244'U.S. HIGHWAY 310 AND ON THE RIGHT-OF-WAY OF A ROAD LEADING
 PX0244'ALONG A CONCRETE CANAL.
 PX0244'
 PX0244'REACHED FROM THE DEPOT IN DEAVER BY GOING NORTHWESTERLY ON
 PX0244'U.S. HIGHWAY 310 FOR 1.35 MILES TO A SIDE ROAD LEFT, TURN LEFT,
 PX0244'CROSSING RAILROAD TRACKS, FOR 0.1 MILE TO THE STATION ON THE
 PX0244'RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 PX0244'NORTHWESTERLY ON THE GRADED ROAD FOR 0.2 MILE TO A T-INTERSECTION
 PX0244'AND THE AZIMUTH MARK AS DESCRIBED.
 PX0244'
 PX0244'STATION MARKS ARE STANDARD DISKS, STAMPED DEAVER 1957.  THE
 PX0244'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 PX0244'POST PROJECTING 6 INCHES.  IT IS 178 FEET SOUTHWEST OF THE
 PX0244'SOUTHWEST RAIL OF RAILROAD TRACKS, 43 FEET NORTHWEST OF THE
 PX0244'CENTER OF A GRAVEL ROAD AND 5 FEET SOUTHEAST OF A WIRE FENCE.
 PX0244'A WHITE POST WAS SET 4 FEET NORTHEAST OF THE MARK.  THE
 PX0244'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 31
 PX0244'INCHES BELOW THE GROUND SURFACE.
 PX0244'
 PX0244'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEAVER NO 1 1957,
 PX0244'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 PX0244'4 INCHES.  IT IS 46 FEET NORTHWEST OF THE GRAVEL ROAD AND 1
 PX0244'FOOT SOUTHEAST OF THE WIRE FENCE.
 PX0244'
 PX0244'REFERENCE MARK 2 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 PX0244'BENCH MARK DISK, STAMPED P 25 1933, SET IN A DRILL HOLE IN A
 PX0244'CONCRETE BRIDGE ABUTMENT WHICH RUNS BENEATH THE RAILROAD TRACKS.
 PX0244'IT IS 35 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 19 FEET SOUTHEAST
 PX0244'OF THE CENTER OF THE GRAVEL ROAD AND 10 FEET SOUTH OF A
 PX0244'TELEGRAPH POLE.  THIS MARK WAS USED AS REFERENCE MARK 2 BY
 PX0244'THIS PARTY.
 PX0244'
 PX0244'AZIMUTH MARK IS A STANDARD DISK, STAMPED DEAVER 1957, SET IN
 PX0244'A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF A CONCRETE CANAL BRIDGE,
 PX0244'PROJECTING 4 INCHES.  IT IS 19 FEET SOUTHWEST OF THE CENTER OF A
 PX0244'T-INTERSECTION, 14 FEET WEST OF THE EAST END OF THE BRIDGE,
 PX0244'7 FEET WEST OF THE CENTER OF A TRACK ROAD AND 1 FOOT EAST OF AN
 PX0244'IRRIGATION VALVE.  A WHITE POST WAS SET 1 FOOT SOUTH OF THE
 PX0244'MARK.
 PX0244
 PX0244                          STATION RECOVERY (1982)
 PX0244
 PX0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0244'22.3 KM (13.85 MI) NW FROM LOVELL.
 PX0244'22.1 KM (13.75 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0244'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 0.2 KM (0.1 MI)
 PX0244'SOUTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 48.1
 PX0244'METERS (157.8 FT) SOUTHWEST OF BENCH MARK P 25, 26.6 METERS (87.3 FT)
 PX0244'SOUTH OF A FENCE CORNER, 13.1 METERS (43.0 FT) NORTHWEST OF THE CENTER
 PX0244'OF THE ROAD AND 1.6 METERS (5.2 FT) SOUTHEAST OF A FENCE.
 PX0244'THE MARK IS 1.1 METERS  SW FROM A WITNESS POST.
 PX0244'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0529 ***********************************************************************
 PW0529  DESIGNATION -  DEBBIE TEMP PT
 PW0529  PID         -  PW0529
 PW0529  STATE/COUNTY-  WY/BIG HORN
 PW0529  USGS QUAD   -  PIERCE DRAW (1967)
 PW0529
 PW0529                         *CURRENT SURVEY CONTROL
 PW0529  ___________________________________________________________________
 PW0529* NAD 83(1993)-  44 14 56.12089(N)    107 23 09.07234(W)     ADJUSTED  
 PW0529* NAVD 88     -      2398.4    (meters)    7869.     (feet)  VERTCON   
 PW0529  ___________________________________________________________________
 PW0529  LAPLACE CORR-          23.36  (seconds)                    DEFLEC99
 PW0529  GEOID HEIGHT-          -9.05  (meters)                     GEOID03
 PW0529
 PW0529  HORZ ORDER  -  THIRD
 PW0529
 PW0529.The horizontal coordinates were established by classical geodetic methods
 PW0529.and adjusted by the National Geodetic Survey in January 1997..
 PW0529
 PW0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0529
 PW0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0529
 PW0529.The geoid height was determined by GEOID03.
 PW0529
 PW0529;                    North         East     Units Scale Factor Converg.
 PW0529;SPC WYEC     -   516,407.871   395,805.477   MT  0.99993772   -0 02 11.9
 PW0529;UTM  13      - 4,902,288.890   309,516.343   MT  1.00004626   -1 39 55.1
 PW0529
 PW0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0529!SPC WYEC     -   0.99962549  x   0.99993772  =   0.99956323
 PW0529!UTM  13      -   0.99962549  x   1.00004626  =   0.99967173
 PW0529
 PW0529:                Primary Azimuth Mark                     Grid Az
 PW0529:SPC WYEC     -  BROKEN BACK                              118 30 29.9
 PW0529:UTM  13      -  BROKEN BACK                              120 08 13.1
 PW0529
 PW0529|---------------------------------------------------------------------|
 PW0529| PID    Reference Object                     Distance      Geod. Az  |
 PW0529|                                                           dddmmss.s |
 PW0529| PW0527 BROKEN BACK                         APPROX.11.2 KM 1182818.0 |
 PW0529|---------------------------------------------------------------------|
 PW0529
 PW0529                          SUPERSEDED SURVEY CONTROL
 PW0529
 PW0529  NAD 83(1986)-  44 14 56.10457(N)    107 23 09.06110(W) AD(       ) 3
 PW0529  NAD 27      -  44 14 56.24358(N)    107 23 06.79416(W) AD(       ) 3
 PW0529  NGVD 29 (07/19/86) 2397.5    (m)         7866.     (f) VERT ANG       
 PW0529
 PW0529.Superseded values are not recommended for survey control.
 PW0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0529.See file dsdata.txt to determine how the superseded data were derived.
 PW0529
 PW0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK0951602289(NAD 83)
 PW0529_MARKER: W = UNMONUMENTED
 PW0529_SETTING: 0 = UNSPECIFIED SETTING
 PW0529
 PW0529  HISTORY     - Date     Condition        Report By
 PW0529  HISTORY     - 1966     MONUMENTED       USGS
 PW0529
 PW0529                          STATION DESCRIPTION
 PW0529
 PW0529'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PW0529'STATION MARK NEVER ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0483 ***********************************************************************
 PX0483  DESIGNATION -  DEEP
 PX0483  PID         -  PX0483
 PX0483  STATE/COUNTY-  WY/PARK
 PX0483  USGS QUAD   -  DILLWORTH BENCH (1991)
 PX0483
 PX0483                         *CURRENT SURVEY CONTROL
 PX0483  ___________________________________________________________________
 PX0483* NAD 83(1993)-  44 52 09.32525(N)    109 24 55.85354(W)     ADJUSTED  
 PX0483* NAVD 88     -      3179.4    (meters)   10431.     (feet)  VERTCON   
 PX0483  ___________________________________________________________________
 PX0483  LAPLACE CORR-         -19.69  (seconds)                    DEFLEC99
 PX0483  GEOID HEIGHT-          -9.35  (meters)                     GEOID03
 PX0483
 PX0483  HORZ ORDER  -  THIRD
 PX0483
 PX0483.The horizontal coordinates were established by classical geodetic methods
 PX0483.and adjusted by the National Geodetic Survey in January 1997..
 PX0483
 PX0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0483
 PX0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0483
 PX0483.The geoid height was determined by GEOID03.
 PX0483
 PX0483;                    North         East     Units Scale Factor Converg.
 PX0483;SPC WYWC     -   485,551.238   547,410.338   MT  0.99997150   -0 28 10.3
 PX0483;UTM  12      - 4,969,647.824   625,165.445   MT  0.99979264   +1 07 04.7
 PX0483
 PX0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0483!SPC WYWC     -   0.99950322  x   0.99997150  =   0.99947474
 PX0483!UTM  12      -   0.99950322  x   0.99979264  =   0.99929597
 PX0483
 PX0483:                Primary Azimuth Mark                     Grid Az
 PX0483:SPC WYWC     -  THIEF                                    320 31 40.6
 PX0483:UTM  12      -  THIEF                                    318 56 25.6
 PX0483
 PX0483|---------------------------------------------------------------------|
 PX0483| PID    Reference Object                     Distance      Geod. Az  |
 PX0483|                                                           dddmmss.s |
 PX0483| PX0502 THIEF                               APPROX. 1.7 KM 3200330.3 |
 PX0483|---------------------------------------------------------------------|
 PX0483
 PX0483                          SUPERSEDED SURVEY CONTROL
 PX0483
 PX0483  NAD 83(1993)-  44 52 09.31548(N)    109 24 55.83313(W) AD(       ) 3
 PX0483  NAD 83(1986)-  44 52 09.31197(N)    109 24 55.82790(W) AD(       ) 3
 PX0483  NGVD 29 (09/11/89) 3178.0    (m)        10426.     (f) VERT ANG       
 PX0483
 PX0483.Superseded values are not recommended for survey control.
 PX0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0483.See file dsdata.txt to determine how the superseded data were derived.
 PX0483
 PX0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2516569648(NAD 83)
 PX0483_MARKER: DS = TRIANGULATION STATION DISK
 PX0483_SETTING: 0 = UNSPECIFIED SETTING
 PX0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0483
 PX0483  HISTORY     - Date     Condition        Report By
 PX0483  HISTORY     - 1947     MONUMENTED       USGS
 PX0483
 PX0483                          STATION DESCRIPTION
 PX0483
 PX0483'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0483'LOCATED ON TOP OF A SHARP SLIDEROCK PEAK ABOUT 1 MI. S. OF DEEP LAKE
 PX0483'ON THE DIVIDE BETWEEN LITTLE ROCK CREEK AND CLARKSFORK OF THE
 PX0483'YELLOWSTONE RIVER STATION.  13.1 FT. S. OF A LARGE WHITE BOULDER WHICH
 PX0483'IS THE HIGHEST POINT ON THE PEAK AND IS 9.75 FT. HIGHER THAN THE
 PX0483'STATION AND IS THE LOCATION OF REFERENCE MARK NO.2 .
 PX0483'
 PX0483'TO REACH FROM RED LODGE, MONTANA FOLLOW COOKE CITY HIGHWAY FOR 25 MI
 PX0483'TO A PACK TRAIL SE. JUST BELOW LONG LAKE.  LEAVE RD. AND FOLLOW PACK
 PX0483'TRAIL ALONG THE DIVIDE BETWEEN DRAINAGE INTO DEEP LAKE TO THE E. AND
 PX0483'CLARKSFORK OF THE YELLOWSTONE RIVER TO THE SW. FOR 7 MI. TO HIGHEST
 PX0483'POINT ON THE DIVIDE, CONTINUE ALONG DIVIDE, FOR 1.4 MI. TO SHARP SLIDE
 PX0483'ROCK PEAK.  STATION IS LOCATED ON TOP OF THIS PEAK.  THIS STATION IS
 PX0483'A TWO DAY PACK TRIP FROM RD. AT LONG LAKE.  HORSES ARE NOT AVAILABLE
 PX0483'AND MUST BE TRUCKED IN FROM COOKE CITY OR RED LODGE.  THIS STATION
 PX0483'IS INACCESSIBLE ON ACCOUNT OF DEEP DRIFT OF SNOW IN THE SADDLES AND
 PX0483'ALONG THE N. FLANKS, FROM SEPTEMBER 15 UNTIL JULY 15.
 PX0483'
 PX0483'STATION MARK - STANDARD STATION TABLET STAMPED---DEEP 1947---
 PX0483'CEMENTED IN GRANITE ROCK. STAMPED---VABM 10,422---.
 PX0483'
 PX0483'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1---
 PX0483'CEMENTED IN GRANITE ROCK 19.05 FT. FROM STATION N 76 DEGREES
 PX0483'00 MINUTES, NE.
 PX0483'
 PX0483'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED---REF 2---
 PX0483'CEMENTED IN LARGE WHITE ROCK WHICH IS THE EXTREME TOP OF THE PEAK AND
 PX0483'IS 9.75 FT. HIGHER THAN STATION AND 13.1 FT. FROM STATION IN TRUE
 PX0483'AZIMUTH 175 DEGREES 31 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0426 ***********************************************************************
 NR0426  DESIGNATION -  DEER
 NR0426  PID         -  NR0426
 NR0426  STATE/COUNTY-  WY/NATRONA
 NR0426  USGS QUAD   -  ERVAY BASIN (1986)
 NR0426
 NR0426                         *CURRENT SURVEY CONTROL
 NR0426  ___________________________________________________________________
 NR0426* NAD 83(1993)-  42 56 38.15203(N)    107 27 27.18723(W)     ADJUSTED  
 NR0426* NAVD 88     -      2124.1    (meters)    6969.     (feet)  VERTCON   
 NR0426  ___________________________________________________________________
 NR0426  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 NR0426  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NR0426
 NR0426  HORZ ORDER  -  THIRD
 NR0426
 NR0426.The horizontal coordinates were established by classical geodetic methods
 NR0426.and adjusted by the National Geodetic Survey in January 1997..
 NR0426
 NR0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0426
 NR0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0426
 NR0426.The geoid height was determined by GEOID03.
 NR0426
 NR0426;                    North         East     Units Scale Factor Converg.
 NR0426;SPC WYEC     -   371,432.840   389,862.517   MT  0.99993876   -0 05 04.7
 NR0426;UTM  13      - 4,757,518.861   299,502.436   MT  1.00009456   -1 40 29.4
 NR0426
 NR0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0426!SPC WYEC     -   0.99966907  x   0.99993876  =   0.99960785
 NR0426!UTM  13      -   0.99966907  x   1.00009456  =   0.99976360
 NR0426
 NR0426:                Primary Azimuth Mark                     Grid Az
 NR0426:SPC WYEC     -  RADAR                                    105 11 49.7
 NR0426:UTM  13      -  RADAR                                    106 47 14.4
 NR0426
 NR0426|---------------------------------------------------------------------|
 NR0426| PID    Reference Object                     Distance      Geod. Az  |
 NR0426|                                                           dddmmss.s |
 NR0426| NR0412 RADAR                               APPROX. 9.9 KM 1050645.0 |
 NR0426|---------------------------------------------------------------------|
 NR0426
 NR0426                          SUPERSEDED SURVEY CONTROL
 NR0426
 NR0426  NAD 83(1986)-  42 56 38.14539(N)    107 27 27.18812(W) AD(       ) 3
 NR0426  NAD 27      -  42 56 38.30708(N)    107 27 24.94879(W) AD(       ) 3
 NR0426  NGVD 29 (07/19/86) 2123.0    (m)         6965.     (f) VERT ANG       
 NR0426
 NR0426.Superseded values are not recommended for survey control.
 NR0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0426.See file dsdata.txt to determine how the superseded data were derived.
 NR0426
 NR0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9950257519(NAD 83)
 NR0426_MARKER: DD = SURVEY DISK
 NR0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0426_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0426+STABILITY: SURFACE MOTION
 NR0426
 NR0426  HISTORY     - Date     Condition        Report By
 NR0426  HISTORY     - 1950     MONUMENTED       USGS
 NR0426
 NR0426                          STATION DESCRIPTION
 NR0426
 NR0426'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0426'STATION IS LOCATED ABOUT 8 MI. S. AND 14 MI. W. OF WALTMAN, WYOMING,
 NR0426'ON HIGH POINT OF BROAD RIDGE WHICH JUTS OUT TO THE NE.  IN SW. 1/4
 NR0426'SEC. 1, T 34 N, R 89 W.
 NR0426'
 NR0426'TO REACH STATION FROM WALTMAN, TURN S. ON GRADED RD. PROCEEDING 1.2
 NR0426'MI. TO FORKS, THENCE RIGHT (SW.) 14.2 MI. TO TRAIL RD. RIGHT, THENCE
 NR0426'RIGHT (W.) ALONG N. SIDE OF STOCK POND 2.3 MI. TO GATE, CONTINUE
 NR0426'THROUGH GATE 1.1 MI. TO DRAIN FROM THE W., FOLLOW DRAIN WESTERLY
 NR0426'(CROSS COUNTRY) 1.0 MI. TO END OF DRAIN AND DOZED TRAIL CROSSING ON
 NR0426'RIDGE, THENCE LEFT (SW.) ALONG DOZED TRAIL 1.3 MI. TO TOP OF HIGH
 NR0426'RIDGE AND STATION.
 NR0426'
 NR0426'STATION MARK--A STANDARD TABLET SET IN THE TOP OF A 6 IN. X 6 IN.
 NR0426'CONCRETE POST PROJECTING 4 IN. ABOVE THE GROUND, AND STAMPED ---DEER
 NR0426'1950 VABM 6965---.
 NR0426'
 NR0426'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET SET IN THE TOP OF
 NR0426'A CONCRETE POST, AND STAMPED ---DEER NO 1 1950---, DISTANT 79.40 FT.,
 NR0426'N 59 DEG 37 MIN E, FROM STATION.
 NR0426'
 NR0426'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET SET IN THE TOP OF
 NR0426'A CONCRETE POST, AND STAMPED ---DEER NO 2 1950---, DISTANT 86.85 FT.,
 NR0426'S 25 DEG 51 MIN E, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0374 ***********************************************************************
 OV0374  DESIGNATION -  DEER
 OV0374  PID         -  OV0374
 OV0374  STATE/COUNTY-  WY/JOHNSON
 OV0374  USGS QUAD   -  RED FORK POWDER RIVER (1979)
 OV0374
 OV0374                         *CURRENT SURVEY CONTROL
 OV0374  ___________________________________________________________________
 OV0374* NAD 83(1993)-  43 44 13.32407(N)    106 45 59.93785(W)     ADJUSTED  
 OV0374* NAVD 88     -      1710.5    (meters)    5612.     (feet)  VERTCON   
 OV0374  ___________________________________________________________________
 OV0374  LAPLACE CORR-         -15.24  (seconds)                    DEFLEC99
 OV0374  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 OV0374
 OV0374  HORZ ORDER  -  THIRD
 OV0374
 OV0374.The horizontal coordinates were established by classical geodetic methods
 OV0374.and adjusted by the National Geodetic Survey in January 1997..
 OV0374
 OV0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0374
 OV0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0374
 OV0374.The geoid height was determined by GEOID03.
 OV0374
 OV0374;                    North         East     Units Scale Factor Converg.
 OV0374;SPC WYEC     -   459,689.203   445,649.007   MT  0.99996312   +0 23 30.4
 OV0374;UTM  13      - 4,844,183.085   357,735.342   MT  0.99984894   -1 13 17.7
 OV0374
 OV0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0374!SPC WYEC     -   0.99973375  x   0.99996312  =   0.99969688
 OV0374!UTM  13      -   0.99973375  x   0.99984894  =   0.99958273
 OV0374
 OV0374:                Primary Azimuth Mark                     Grid Az
 OV0374:SPC WYEC     -  SAND                                     206 16 23.3
 OV0374:UTM  13      -  SAND                                     207 53 11.4
 OV0374
 OV0374|---------------------------------------------------------------------|
 OV0374| PID    Reference Object                     Distance      Geod. Az  |
 OV0374|                                                           dddmmss.s |
 OV0374| OV0375 SAND                                APPROX. 6.5 KM 2063953.7 |
 OV0374|---------------------------------------------------------------------|
 OV0374
 OV0374                          SUPERSEDED SURVEY CONTROL
 OV0374
 OV0374  NAD 83(1986)-  43 44 13.30610(N)    106 45 59.91460(W) AD(       ) 3
 OV0374  NAD 27      -  43 44 13.41884(N)    106 45 57.72834(W) AD(       ) 3
 OV0374  NGVD 29 (07/19/86) 1709.7    (m)         5609.     (f) VERT ANG       
 OV0374
 OV0374.Superseded values are not recommended for survey control.
 OV0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0374.See file dsdata.txt to determine how the superseded data were derived.
 OV0374
 OV0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ5773544183(NAD 83)
 OV0374
 OV0374  HISTORY     - Date     Condition        Report By
 OV0374  HISTORY     - UNK      MONUMENTED
 OV0374  HISTORY     - 1961     GOOD             BOR
 OV0374
 OV0374                          STATION DESCRIPTION
 OV0374
 OV0374'DESCRIBED BY US BUREAU OF RECLAMATION 1961
 OV0374'BEGINNING AT U.S.POST OFFICE, KAYCEE,WYOMING, TRAVEL N. ON U.S.
 OV0374'HIGHWAY 87 TO HIGHWAY INTERSECTIONS, THENCE LEFT, TRAVEL W. ON STATE
 OV0374'SECONDARY 1002, 1.05 MI.TO INTERSECTION OF BARNUM RD., THENCE LEFT
 OV0374'TRAVEL SW. ON BARNUM RD. 4.6 MI. TO KEITH RANCH MAILBOX, CONTINUE ON
 OV0374'SAME RD. 0.3 MI. TO TURN OFF THENCE RIGHT, TRAVEL NW. ON TRAIL RD. 1.0
 OV0374'MI.TO LARGE POLE GATE,THRU GATE,CONTINUE THROUGH RANCH BUILDINGS GROUP
 OV0374'0.25 MI.TO RD.FORK, THENCE RIGHT, TRAVEL TO TOP OF ROCKY HILL, FOLLOW
 OV0374'RIDGE 3.35 MI. TO GATE AT JOG IN N-S. FENCE, CONTINUE 0.45 MI. TO RD.
 OV0374'FORK, FOLLOW RIGHT FORK 0.6 MI. TO GATE IN E-W. FENCE, THENCE RIGHT,
 OV0374'TRAVEL E. PASSING 1/4 CORNER OF SEC.35 AND 36, T.44 N.,R.83 W., AT
 OV0374'FENCE CORNER 0.25 MI. TO RD. FORK, FOLLOW LEFT FORK 0.2 MI. TO TOP OF
 OV0374'RIDGE, THENCE LEFT UP RIDGE 0.1 MI. TO STATION ON ROCK HILL.
 OV0374'STATION IS ON SE. SIDE OF LARGE ROCKS AND SCATTERED PINE TREES.
 OV0374'LOCATED NEAR CENTER OF SECTION 36, T.44 N.,R.83 W.,JOHNSON COUNTY
 OV0374'WYOMING.
 OV0374'
 OV0374'RECOVERED.
 OV0374'
 OV0374'STATION MARK - BRASS CAP ON 2 IN. PIPE, STAMPED ---DEER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0428 ***********************************************************************
 PX0428  DESIGNATION -  DEER
 PX0428  PID         -  PX0428
 PX0428  STATE/COUNTY-  WY/PARK
 PX0428  USGS QUAD   -  PITCHFORK (1991)
 PX0428
 PX0428                         *CURRENT SURVEY CONTROL
 PX0428  ___________________________________________________________________
 PX0428* NAD 83(1993)-  44 00 31.94809(N)    109 13 34.25421(W)     ADJUSTED  
 PX0428* NAVD 88     -      3185.9    (meters)   10452.     (feet)  VERTCON   
 PX0428  ___________________________________________________________________
 PX0428  LAPLACE CORR-         -18.50  (seconds)                    DEFLEC99
 PX0428  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 PX0428
 PX0428  HORZ ORDER  -  THIRD
 PX0428
 PX0428.The horizontal coordinates were established by classical geodetic methods
 PX0428.and adjusted by the National Geodetic Survey in January 1997..
 PX0428
 PX0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0428
 PX0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0428
 PX0428.The geoid height was determined by GEOID03.
 PX0428
 PX0428;                    North         East     Units Scale Factor Converg.
 PX0428;SPC WYWC     -   389,845.565   561,815.341   MT  0.99995543   -0 19 51.0
 PX0428;UTM  12      - 4,874,388.009   642,193.927   MT  0.99984868   +1 13 57.4
 PX0428
 PX0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0428!SPC WYWC     -   0.99950203  x   0.99995543  =   0.99945748
 PX0428!UTM  12      -   0.99950203  x   0.99984868  =   0.99935078
 PX0428
 PX0428:                Primary Azimuth Mark                     Grid Az
 PX0428:SPC WYWC     -  RED                                      034 35 01.3
 PX0428:UTM  12      -  RED                                      033 01 12.9
 PX0428
 PX0428|---------------------------------------------------------------------|
 PX0428| PID    Reference Object                     Distance      Geod. Az  |
 PX0428|                                                           dddmmss.s |
 PX0428| PX0427 RED                                 APPROX. 8.9 KM 0341510.3 |
 PX0428|---------------------------------------------------------------------|
 PX0428
 PX0428                          SUPERSEDED SURVEY CONTROL
 PX0428
 PX0428  NAD 83(1986)-  44 00 31.93827(N)    109 13 34.24402(W) AD(       ) 3
 PX0428  NAD 27      -  44 00 32.10974(N)    109 13 31.71224(W) AD(       ) 3
 PX0428  NGVD 29 (07/19/86) 3184.5    (m)        10448.     (f) VERT ANG       
 PX0428
 PX0428.Superseded values are not recommended for survey control.
 PX0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0428.See file dsdata.txt to determine how the superseded data were derived.
 PX0428
 PX0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP4219474388(NAD 83)
 PX0428_MARKER: DD = SURVEY DISK
 PX0428_SETTING: 66 = SET IN ROCK OUTCROP
 PX0428_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 PX0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0428+STABILITY: POSITION/ELEVATION WELL
 PX0428
 PX0428  HISTORY     - Date     Condition        Report By
 PX0428  HISTORY     - 1954     MONUMENTED       USGS
 PX0428
 PX0428                          STATION DESCRIPTION
 PX0428
 PX0428'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0428'STATION LOCATED ABOUT 18 MI. AND 10 MI. S. OF MEETEETSE, WYOMING
 PX0428'ABOUT 3 MI. S. AND 3 MI. W. OF THE TIMBER CREEK RANGER STATION AND ON
 PX0428'THE HIGHEST POINT OF A BARE TOP THAT OVERLOOKS FRANCS CREEK TO THE W.
 PX0428'AND TIMBER CREEK TO THE E.
 PX0428'
 PX0428'TO REACH FROM MEETEETSE PROCEED SW. OUT STATE SECONDARY 206, 12.1 MI.
 PX0428'THEN GO ALONG PITCHFORK RANCH RD. 3.1 MI. TO FORK AT SIGN ---TIMBER
 PX0428'CREEK RANGER STATION---.  TURN LEFT 6.2 MI. UP TIMBER CREEK TO END OF
 PX0428'TRUCK TRAVEL.  GO RIGHT UP TRAIL WHICH FOLLOWS A DRAIN TO THE TOP OF
 PX0428'RIDGE JUST BELOW TIMBER LINE, GO UP STEEP SLOPE TO HIGHEST POINT OF
 PX0428'TOP AND STATION.  ABOUT A 2 HOUR PACK.
 PX0428'
 PX0428'STATION MARK - STANDARD TABLET CEMENTED IN A DRILL HOLE IN ROCK LEDGE
 PX0428'STAMPED ---1954---.
 PX0428'
 PX0428'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0676 ***********************************************************************
 NQ0676  DESIGNATION -  DEER
 NQ0676  PID         -  NQ0676
 NQ0676  STATE/COUNTY-  WY/CONVERSE
 NQ0676  USGS QUAD   -  GLENROCK (1974)
 NQ0676
 NQ0676                         *CURRENT SURVEY CONTROL
 NQ0676  ___________________________________________________________________
 NQ0676* NAD 83(1993)-  42 49 31.89509(N)    105 52 03.52201(W)     ADJUSTED  
 NQ0676* NAVD 88     -      1603.1    (meters)    5260.     (feet)  VERTCON   
 NQ0676  ___________________________________________________________________
 NQ0676  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 NQ0676  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 NQ0676
 NQ0676  HORZ ORDER  -  THIRD
 NQ0676
 NQ0676.The horizontal coordinates were established by classical geodetic methods
 NQ0676.and adjusted by the National Geodetic Survey in January 1997..
 NQ0676
 NQ0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0676
 NQ0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0676
 NQ0676.The geoid height was determined by GEOID03.
 NQ0676
 NQ0676;                    North         East     Units Scale Factor Converg.
 NQ0676;SPC WY E     -   258,510.882   142,683.560   MT  0.99997790   -0 28 35.5
 NQ0676;UTM  13      - 4,741,805.135   429,079.707   MT  0.99966188   -0 35 23.4
 NQ0676
 NQ0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0676!SPC WY E     -   0.99975078  x   0.99997790  =   0.99972869
 NQ0676!UTM  13      -   0.99975078  x   0.99966188  =   0.99941275
 NQ0676
 NQ0676:                Primary Azimuth Mark                     Grid Az
 NQ0676:SPC WY E     -  GLEN                                     000 11 59.6
 NQ0676:UTM  13      -  GLEN                                     000 18 47.5
 NQ0676
 NQ0676|---------------------------------------------------------------------|
 NQ0676| PID    Reference Object                     Distance      Geod. Az  |
 NQ0676|                                                           dddmmss.s |
 NQ0676| NQ0673 GLEN                                APPROX. 7.8 KM 3594324.1 |
 NQ0676|---------------------------------------------------------------------|
 NQ0676
 NQ0676                          SUPERSEDED SURVEY CONTROL
 NQ0676
 NQ0676  NAD 83(1986)-  42 49 31.87799(N)    105 52 03.50503(W) AD(       ) 3
 NQ0676  NAD 27      -  42 49 31.99859(N)    105 52 01.49038(W) AD(       ) 3
 NQ0676  NGVD 29 (07/19/86) 1602.2    (m)         5257.     (f) VERT ANG       
 NQ0676
 NQ0676.Superseded values are not recommended for survey control.
 NQ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0676.See file dsdata.txt to determine how the superseded data were derived.
 NQ0676
 NQ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2908041805(NAD 83)
 NQ0676_MARKER: DD = SURVEY DISK
 NQ0676_SETTING: 0 = UNSPECIFIED SETTING
 NQ0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0676
 NQ0676  HISTORY     - Date     Condition        Report By
 NQ0676  HISTORY     - 1947     MONUMENTED       USGS
 NQ0676
 NQ0676                          STATION DESCRIPTION
 NQ0676
 NQ0676'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0676'LOCATED ABOUT 3.0 MI. S. OF GLENROCK, ON KNOLL ON E. BANK OF DEER
 NQ0676'CREEK AND 150 FT. N. OF MORMON CANYON RD.
 NQ0676'
 NQ0676'TO REACH FROM GLENROCK, FROM POST OFFICE GO E. ON U.S. HIGHWAY 20,
 NQ0676'0.4 MI. TO SHADYNOOK CABIN CAMP AND SIDE RD., TURN RIGHT AND GO S.
 NQ0676'ON MORMON CANYON RD. 3.1 MI. TO LONG CURVE IN RD. JUST PAST PIPE
 NQ0676'LINE CROSSING.  STATION IS ABOUT 600 FT. W. OF PIPE LINE AND 150 FT.
 NQ0676'N. OF RD.
 NQ0676'
 NQ0676'STATION MARK--A STANDARD TABLET SET IN A CONCRETE MONUMENT AND
 NQ0676'STAMPED ---DEER 1947---.
 NQ0676'
 NQ0676'REFERENCE MARKS--(1) A STANDARD REFERENCE TABLET SET IN A CONCRETE
 NQ0676'MONUMENT 29.7 FT. FROM STATION, S 56 DEG 02 MIN W,
 NQ0676'(2) A STANDARD REFERENCE TABLET SET IN A CONCRETE
 NQ0676'MONUMENT 37.9 FT. FROM STATION, N 47 DEG 28 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0517 ***********************************************************************
 PV0517  DESIGNATION -  DEER
 PV0517  PID         -  PV0517
 PV0517  STATE/COUNTY-  WY/CROOK
 PV0517  USGS QUAD   -  EDITH CREEK (1984)
 PV0517
 PV0517                         *CURRENT SURVEY CONTROL
 PV0517  ___________________________________________________________________
 PV0517* NAD 83(1993)-  44 23 18.56761(N)    104 52 50.43306(W)     ADJUSTED  
 PV0517* NAVD 88     -      1296.8    (meters)    4255.     (feet)  VERTCON   
 PV0517  ___________________________________________________________________
 PV0517  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 PV0517  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 PV0517
 PV0517  HORZ ORDER  -  THIRD
 PV0517
 PV0517.The horizontal coordinates were established by classical geodetic methods
 PV0517.and adjusted by the National Geodetic Survey in January 1997..
 PV0517
 PV0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0517
 PV0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0517
 PV0517.The geoid height was determined by GEOID03.
 PV0517
 PV0517;                    North         East     Units Scale Factor Converg.
 PV0517;SPC WY E     -   431,953.984   222,786.610   MT  0.99994388   +0 12 00.2
 PV0517;UTM  13      - 4,915,030.076   509,504.064   MT  0.99960111   +0 05 00.5
 PV0517
 PV0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0517!SPC WY E     -   0.99979892  x   0.99994388  =   0.99974281
 PV0517!UTM  13      -   0.99979892  x   0.99960111  =   0.99940011
 PV0517
 PV0517:                Primary Azimuth Mark                     Grid Az
 PV0517:SPC WY E     -  PINE                                     012 45 45.7
 PV0517:UTM  13      -  PINE                                     012 52 45.4
 PV0517
 PV0517|---------------------------------------------------------------------|
 PV0517| PID    Reference Object                     Distance      Geod. Az  |
 PV0517|                                                           dddmmss.s |
 PV0517| PV0514 PINE                                APPROX. 8.0 KM 0125745.9 |
 PV0517|---------------------------------------------------------------------|
 PV0517
 PV0517                          SUPERSEDED SURVEY CONTROL
 PV0517
 PV0517  NAD 83(1986)-  44 23 18.55835(N)    104 52 50.41482(W) AD(       ) 3
 PV0517  NAD 27      -  44 23 18.62531(N)    104 52 48.51434(W) AD(       ) 3
 PV0517  NGVD 29 (07/19/86) 1296.2    (m)         4253.     (f) VERT ANG       
 PV0517
 PV0517.Superseded values are not recommended for survey control.
 PV0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0517.See file dsdata.txt to determine how the superseded data were derived.
 PV0517
 PV0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK0950415030(NAD 83)
 PV0517_MARKER: H = DRILL HOLE
 PV0517_SETTING: 0 = UNSPECIFIED SETTING
 PV0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0517
 PV0517  HISTORY     - Date     Condition        Report By
 PV0517  HISTORY     - 1953     MONUMENTED       USGS
 PV0517
 PV0517                          STATION DESCRIPTION
 PV0517
 PV0517'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0517'LOCATED ABOUT 9 MI. NE. OF MOORCROFT AND ABOUT 5 MI. SW. OF CARLILE,
 PV0517'WYOMING, ON HIGHEST POINT OF SMALL HOGBACK.
 PV0517'
 PV0517'TO REACH STATION FROM POST OFFICE AT CARLILE, WYOMING, GO W. ON U.S.
 PV0517'HIGHWAY 14 FOR 10.2 MI. TO GATE ON THE LEFT.  TURN LEFT THRU GATE AND
 PV0517'FOLLOW TRACK RD. 0.2 MI. TO HIGH POINT ON HOGBACK AND STATION.
 PV0517'
 PV0517'STATION MARK--DRILL HOLE IN EMBEDDED ROCK.
 PV0517'
 PV0517'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0763 ***********************************************************************
 OX0763  DESIGNATION -  DEER CREEK LOOKOUT
 OX0763  PID         -  OX0763
 OX0763  STATE/COUNTY-  WY/TETON
 OX0763  USGS QUAD   -  BURNT MOUNTAIN (1996)
 OX0763
 OX0763                         *CURRENT SURVEY CONTROL
 OX0763  ___________________________________________________________________
 OX0763* NAD 83(1993)-  43 36 54.41703(N)    110 11 27.68416(W)     ADJUSTED  
 OX0763* NAVD 88     -      2930.     (meters)    9613.     (feet)  VERTCON   
 OX0763  ___________________________________________________________________
 OX0763  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 OX0763  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 OX0763
 OX0763  HORZ ORDER  -  THIRD
 OX0763
 OX0763.The horizontal coordinates were established by classical geodetic methods
 OX0763.and adjusted by the National Geodetic Survey in January 1997..
 OX0763
 OX0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0763
 OX0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0763
 OX0763.The geoid height was determined by GEOID03.
 OX0763
 OX0763;                    North         East     Units Scale Factor Converg.
 OX0763;SPC WY W     -   445,993.732   791,307.495   MT  0.99993843   -0 04 27.4
 OX0763;SPC WYWC     -   346,997.206   483,683.130   MT  1.00010386   -0 59 38.9
 OX0763;UTM  12      - 4,829,443.948   565,276.893   MT  0.99965241   +0 33 29.0
 OX0763
 OX0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0763!SPC WY W     -   0.99954200  x   0.99993843  =   0.99948046
 OX0763!SPC WYWC     -   0.99954200  x   1.00010386  =   0.99964582
 OX0763!UTM  12      -   0.99954200  x   0.99965241  =   0.99919457
 OX0763
 OX0763                          SUPERSEDED SURVEY CONTROL
 OX0763
 OX0763  NAD 83(1993)-  43 36 54.40805(N)    110 11 27.67624(W) AD(       ) 3
 OX0763  NAD 83(1986)-  43 36 54.40720(N)    110 11 27.67153(W) AD(       ) 3
 OX0763  NAD 27      -  43 36 54.59900(N)    110 11 25.00500(W) AD(       ) 3
 OX0763  NGVD 29 (07/19/86) 2929.     (m)         9610.     (f) VERT ANG       
 OX0763
 OX0763.Superseded values are not recommended for survey control.
 OX0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0763.See file dsdata.txt to determine how the superseded data were derived.
 OX0763
 OX0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP6527729444(NAD 83)
 OX0763_MARKER: 73 = LOOKOUT HOUSE
 OX0763_SETTING: 0 = UNSPECIFIED SETTING
 OX0763
 OX0763  HISTORY     - Date     Condition        Report By
 OX0763  HISTORY     - 1946     FIRST OBSERVED   USFS
 OX0763  HISTORY     - 1965     GOOD             USGS
 OX0763
 OX0763                          STATION DESCRIPTION
 OX0763
 OX0763'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0436 ***********************************************************************
 MQ0436  DESIGNATION -  DELANEY
 MQ0436  PID         -  MQ0436
 MQ0436  STATE/COUNTY-  WY/SWEETWATER
 MQ0436  USGS QUAD   -  RED DESERT SW (1970)
 MQ0436
 MQ0436                         *CURRENT SURVEY CONTROL
 MQ0436  ___________________________________________________________________
 MQ0436* NAD 83(1993)-  41 35 25.99572(N)    108 07 56.71760(W)     ADJUSTED  
 MQ0436* NAVD 88     -      2266.9    (meters)    7437.     (feet)  VERTCON   
 MQ0436  ___________________________________________________________________
 MQ0436  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 MQ0436  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MQ0436
 MQ0436  HORZ ORDER  -  FIRST
 MQ0436
 MQ0436.The horizontal coordinates were established by classical geodetic methods
 MQ0436.and adjusted by the National Geodetic Survey in January 1997..
 MQ0436
 MQ0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0436
 MQ0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0436
 MQ0436.The geoid height was determined by GEOID03.
 MQ0436
 MQ0436;                    North         East     Units Scale Factor Converg.
 MQ0436;SPC WYWC     -   121,287.925   651,490.440   MT  0.99997011   +0 24 35.9
 MQ0436;UTM  12      - 4,608,289.663   739,014.364   MT  1.00030308   +1 54 15.9
 MQ0436
 MQ0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0436!SPC WYWC     -   0.99964689  x   0.99997011  =   0.99961701
 MQ0436!UTM  12      -   0.99964689  x   1.00030308  =   0.99994986
 MQ0436
 MQ0436:                Primary Azimuth Mark                     Grid Az
 MQ0436:SPC WYWC     -  DELANEY AZ MK                            136 13 05.6
 MQ0436:UTM  12      -  DELANEY AZ MK                            134 43 25.6
 MQ0436
 MQ0436|---------------------------------------------------------------------|
 MQ0436| PID    Reference Object                     Distance      Geod. Az  |
 MQ0436|                                                           dddmmss.s |
 MQ0436| CP4812 DELANEY AZ MK                                      1363741.5 |
 MQ0436| CP4813 DELANEY RM 1                         10.036 METERS 14357     |
 MQ0436| CP4814 DELANEY RM 2                          9.032 METERS 21306     |
 MQ0436|---------------------------------------------------------------------|
 MQ0436
 MQ0436                          SUPERSEDED SURVEY CONTROL
 MQ0436
 MQ0436  NAD 83(1986)-  41 35 25.98255(N)    108 07 56.70770(W) AD(       ) 1
 MQ0436  NAD 27      -  41 35 26.12800(N)    108 07 54.38600(W) AD(       ) 1
 MQ0436  NGVD 29 (07/19/86) 2265.6    (m)         7433.     (f) VERT ANG       
 MQ0436
 MQ0436.Superseded values are not recommended for survey control.
 MQ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0436.See file dsdata.txt to determine how the superseded data were derived.
 MQ0436
 MQ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM3901408290(NAD 83)
 MQ0436_MARKER: DS = TRIANGULATION STATION DISK
 MQ0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0436_STAMPING: DELANEY 1937
 MQ0436_MARK LOGO: CGS   
 MQ0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0436+STABILITY: SURFACE MOTION
 MQ0436
 MQ0436  HISTORY     - Date     Condition        Report By
 MQ0436  HISTORY     - 1937     MONUMENTED       CGS
 MQ0436  HISTORY     - 1966     GOOD             USGS
 MQ0436  HISTORY     - 1969     GOOD             CGS
 MQ0436  HISTORY     - 1972     GOOD             NGS
 MQ0436  HISTORY     - 1973     GOOD             NGS
 MQ0436  HISTORY     - 19810813 GOOD             NGS
 MQ0436
 MQ0436                          STATION DESCRIPTION
 MQ0436
 MQ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MQ0436'THIS STATION IS LOCATED ABOUT 8.5 MILES W AND 6.0 MILES S OF
 MQ0436'WAMSUTTER, ON THE N EASTERN POINT OF A HIGH RIDGE KNOWN AS DELANEY
 MQ0436'RIM.  FROM THE RIM THE LAND FALLS BUT LITTLE TO THE SW AND
 MQ0436'THEN RISES RAPIDLY TO HIGHER GROUND.
 MQ0436'
 MQ0436'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MQ0436'DISKS SET IN CONCRETE.
 MQ0436'
 MQ0436'AZIMUTH MARK IS ABOUT 0.4 MILE S OF THE STATION.  ABOUT 30
 MQ0436'FEET W OF THE TRAIL ROAD AND ABOUT 60 FEET W OF THE RIM.
 MQ0436'
 MQ0436'STATION IS REACHED FROM WAMSUTTER BY GOING S FROM THE MAIN CORNER
 MQ0436'OF TOWN ON THE GRADED DIRT ROAD TO BAGGS FOR ABOUT 7.5 MILES TO
 MQ0436'A TRAIL ROAD RIGHT.  TURN RIGHT AND FOLLOW THE MAIN-TRAVELED
 MQ0436'TRAIL ROAD WESTERLY FOR 4.5 MILES TO A FORK.  THENCE STRAIGHT
 MQ0436'AHEAD ON THE RIGHT FORK FOR 3.30 MILES TO A DIM FORK.  THENCE
 MQ0436'RIGHT FORK ON MAIN-TRAVELED TRAIL ROAD WESTERLY FOR 2.4 MILES
 MQ0436'TO A FORK JUST BEFORE ARRIVING AT A TIN SHED THENCE RIGHT FORK
 MQ0436'0.1 MILE TO TIN SHED.  THENCE KEEP TO THE RIGHT OF THE SHED
 MQ0436'AND CONTINUE UP VALLEY FOR 0.65 MILE TO A FORK.  THENCE RIGHT
 MQ0436'FORK NW UP VALLEY AND NORTHERLY UP HILL AND ALONG TOP OF
 MQ0436'HILLS FOR 2.55 MILES TO WHERE A ROAD COMES IN ON THE RIGHT.
 MQ0436'THENCE CONTINUE NORTHERLY ON THE MAIN-TRAVELED ROAD ALONG THE TOP
 MQ0436'OF THE RIM FOR 6.9 MILES.  THENCE LEAVE ROAD, TURN RIGHT AND GO
 MQ0436'0.15 MILE NORTHERLY TO THE HIGHEST POINT AT THE N END OF
 MQ0436'A SPUR AND STATION SITE, THERE IS AN OLD CAIRN, HALF
 MQ0436'TORN DOWN ABOUT 20 FEET N OF THE STATION AND AT THE VERY
 MQ0436'TIP OF THE SPUR.
 MQ0436
 MQ0436                          STATION RECOVERY (1966)
 MQ0436
 MQ0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (JMA)
 MQ0436'TO REACH FROM THE UP RR CROSSING IN WAMSUTTER, GO S ALONG THE
 MQ0436'GRADED ROAD TO BAGGS FOR 7.5 MILES TO Y-ROAD.  TAKE RIGHT FORK
 MQ0436'AND FOLLOW GRADED ROAD S AND W FOR 9.9 MILES TO Y-ROAD.  TAKE
 MQ0436'RIGHT FORK TO THE N OF SHED AND FOLLOW MAIN TRAVELED ROAD UP
 MQ0436'RIDGE FOR 9.2 MILES.  TURN RIGHT ACROSS COUNTRY FOR 0.2 MILE
 MQ0436'TO N POINT OF SPUR RIDGE AND THE STATION.
 MQ0436
 MQ0436                          STATION RECOVERY (1969)
 MQ0436
 MQ0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 MQ0436'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 MQ0436'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE, BUT DUE TO
 MQ0436'SLIGHT ROAD CHANGES A NEW TO REACH DESCRIPTION FOLLOWS--
 MQ0436'
 MQ0436'TO REACH FROM THE VILLAGE OF WAMSUTTER, GO SOUTH ON GRADED ROAD
 MQ0436'FOR 7.45 MILES TO T ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON
 MQ0436'BLADED ROAD FOR 9.85 MILES TO FORKS AT A GATE AND CORRIGATED
 MQ0436'SHED.  TAKE RIGHT FORK AND CONTINUE WESTERLY 2.25 MILES TO FORKS.
 MQ0436'TAKE LEFT FORK AND GO 0.05 MILE TO FORK.  TAKE RIGHT FORK AND GO
 MQ0436'7.45 MILES TO AZIMUTH MARK ON LEFT 148 FEET WEST OF THE RIM OF
 MQ0436'CLIFF, 17 FEET WEST OF CENTERLINE OF ROAD AND 1 FOOT WEST OF
 MQ0436'WITNESS POST, CONTINUE NORTHERLY FOR 0.4 MILE TO LEFT TURN IN
 MQ0436'ROAD.  CONTINUE STRAIGHT AHEAD (NORTH) LEAVING ROAD AND GO
 MQ0436'0.15 MILE TO STATION AT POINT OF CLIFF.
 MQ0436'
 MQ0436'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SW OF
 MQ0436'WAMSUTTER
 MQ0436
 MQ0436                          STATION RECOVERY (1972)
 MQ0436
 MQ0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MQ0436'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 MQ0436'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 MQ0436'AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1937
 MQ0436'OBSERVATIONS.  BECAUSE OF CHANGES IN THE ROADS IN THE AREA A
 MQ0436'COMPLETE NEW DESCRIPTION FOLLOWS--
 MQ0436'
 MQ0436'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF WAMSUTTER,
 MQ0436'5 MILES SOUTH OF INTERSTATE HIGHWAY 80, ON THE NORTHEASTERN
 MQ0436'POINT OF A HIGH RIDGE LOCALLY KNOWN AS DELANEY RIM AND ON PROPERTY
 MQ0436'OWNED BY R.A. AND C.E. STRATTON OF RAWLINS, WYOMING.
 MQ0436'
 MQ0436'TO REACH THE STATION FROM THE POST OFFICE IN WAMSUTTER GO SOUTH
 MQ0436'ON THE SURFACED ROAD FOR 0.2 MILE TO A FORK, JUST AFTER CROSSING
 MQ0436'THE RAILROAD TRACKS.  TAKE THE RIGHT FORK AND GO SOUTHERLY ON
 MQ0436'THE MAIN GRADED ROAD FOR 4.7 MILES TO A CATTLE GUARD.  CONTINUE
 MQ0436'SOUTHERLY ON THE GRADED ROAD FOR 2.2 MILES TO A SIDE ROAD RIGHT.
 MQ0436'TURN RIGHT AND GO SOUTHWESTERLY ON THE GRADED ROAD FOR 2.65
 MQ0436'MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WESTERLY ON
 MQ0436'THE MAIN ROAD FOR 6.9 MILES TO A CATTLE GUARD AND A TIN
 MQ0436'BUILDING.  CROSS THE CATTLE GUARD, PASSING TO THE RIGHT OF THE
 MQ0436'TIN BUILDING, AND CONTINUE NORTHWESTERLY ON THE MAIN ROAD FOR
 MQ0436'0.7 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 MQ0436'NORTHERLY ON THE GRADED ROAD FOR 1.0 MILES TO A FORK AT THE
 MQ0436'NORTH END OF THE VALLEY.  TAKE THE LEFT FORK AND CONTINUE
 MQ0436'NORTHERLY ON THE MAIN ROAD FOR 1.6 MILES TO A FORK.  TAKE THE
 MQ0436'LEFT FORK AND CONTINUE NORTHERLY ON THE MAIN ROAD FOR 4.8
 MQ0436'MILES TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND
 MQ0436'CONTINUE NORTHERLY ON THE MAIN ROAD FOR 1.3 MILES TO THE
 MQ0436'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD NORTHERLY ON THE MAIN
 MQ0436'ROAD FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 MQ0436'NORTHERLY ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION AND A
 MQ0436'POINT OF THE RIDGE.
 MQ0436'
 MQ0436'THE STATION MARK IS A STANDARD DISK STAMPED DELANEY 1937, SET
 MQ0436'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MQ0436'12 INCHES ABOVE THE GROUND SURFACE.  IT IS 11.5 FEET SOUTH OF A
 MQ0436'METAL WITNESS POST WITH SIGN.
 MQ0436'
 MQ0436'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DELANEY NO 1 1937,
 MQ0436'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MQ0436'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 44.5 FEET
 MQ0436'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 MQ0436'
 MQ0436'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DELANEY NO 2 1937,
 MQ0436'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MQ0436'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 38 FEET
 MQ0436'SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 MQ0436'
 MQ0436'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DELANEY 1937, SET
 MQ0436'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MQ0436'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 12 FEET WEST OF THE
 MQ0436'CENTER OF THE GRADED ROAD AND 1.3 FEET NORTHEAST OF A METAL
 MQ0436'WITNESS POST WITH SIGN.
 MQ0436'
 MQ0436'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 MQ0436'SOUTHWEST OF WAMSUTTER
 MQ0436
 MQ0436                          STATION RECOVERY (1973)
 MQ0436
 MQ0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MQ0436'ALL THE MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MQ0436'THE DISTANCE AND DIRECTION TO THE MARKS COMPARED FAVORABLY
 MQ0436'WITH THE 1972 DATA.  THE 1972 TO REACH WAS ADEQUATE.
 MQ0436'
 MQ0436'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MQ0436'
 MQ0436'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 MQ0436'SOUTHWEST OF WAMSUTTER
 MQ0436
 MQ0436                          STATION RECOVERY (1981)
 MQ0436
 MQ0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MQ0436'THE STATION MARK, THE REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 MQ0436'WERE RECOVERED IN GOOD CONDITION.  THE LOCATION WAS ADEQUATE AND A NEW
 MQ0436'TO REACH IS GIVEN.  DISTANCES AND DIRECTIONS CHECKED WITHIN LIMITS
 MQ0436'WITH THE 1972 DESCRIPTION.  TO REACH THE STATION FROM THE TIPTON
 MQ0436'UNDERPASS AND I-80, GO SOUTH FOR 0.1 KM (0.05 MI) TO A STOP SIGN.
 MQ0436'TURN RIGHT, WEST FOR 0.5 KM (0.30 MI) TO SIDE ROAD LEFT.  TURN LEFT,
 MQ0436'SOUTH, CROSS A CATTLE GUARD AND CONTINUE FOR 0.6 KM (0.35 MI) TO THE
 MQ0436'TOWN OF TIPTON AND RAILROAD TRACKS.  CROSS THE RAILROAD TRACKS AND A
 MQ0436'CATTLE GUARD AND CONTINUE SOUTHERLY FOR 1.4 KM (0.85 MI) TO A CATTLE
 MQ0436'GUARD.  PASS OVER THE CATTLE GUARD, CONTINUING SOUTHERLY FOR 2.9 KM
 MQ0436'(1.80 MI) TO POWERLINES CROSSING THE ROAD.  PASS UNDER THE POWERLINES,
 MQ0436'CONTINUING SOUTHERLY FOR 3.5 KM (2.15 MI) TO A SIDE ROAD LEFT GOING UP
 MQ0436'A HILL.  CONTINUE ON MAIN ROAD GOING WESTERLY AND THEN UPHILL FOR 1.3
 MQ0436'KM (0.80 MI) TO A CATTLEGUARD.  PASS OVER CATTLE GUARD AND TAKE THE
 MQ0436'LEFT FORK, OF A THREE WAY FORK, EASTERLY, FOR 9.5 KM (5.90 MI) TO A
 MQ0436'FORK AND A CATTLE GUARD.  PASS THROUGH THE CATTLEGUARD, CONTINUING
 MQ0436'EASTERLY FOR 2.6 KM (1.60 MI) TO A TRACK ROAD LEFT.  TURN ON TRACK
 MQ0436'ROAD LEFT FOR 0.3 KM (0.20 MI) NORTH TO THE STATION.
 MQ0436' 
 MQ0436'THE STATION IS A STANDARD CGS DISK STAMPED--DELANEY 1937--, SET INTO
 MQ0436'THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES (24 CM) ON SIDE
 MQ0436'PROJECTING 12 INCHES (30 CM) ABOVE THE GROUND LOCATED 12 FT (3.7 M) SE
 MQ0436'FROM A METAL WITNESS POST AND SIGN.
 MQ0436' 
 MQ0436'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--DELANEY NO 1
 MQ0436'1937--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES (24
 MQ0436'CM) ON SIDE PROJECTING 12 CM ABOVE THE GROUND LOCATED 45 FT (13.7 M)
 MQ0436'SE FROM A METAL WITNESS POST AND SIGN, AND 1 FT (0.3 M) LOWER THAN THE
 MQ0436'STATION.
 MQ0436' 
 MQ0436'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--DELANEY NO 2
 MQ0436'1937--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES (24
 MQ0436'CM) ON SIDE PROJECTING 12 CM ABOVE THE GROUND LOCATED 38 FT (11.6 M) S
 MQ0436'FROM A METAL WITNESS POST AND SIGN, AND 1 FT (0.3 M) LOWER THAN THE
 MQ0436'STATION.
 MQ0436' 
 MQ0436'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--DELANEY 1937--, SET
 MQ0436'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES (26 CM) IN
 MQ0436'DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND LOCATED 12.7 FT
 MQ0436'(3.9 M) S FROM THE CENTER OF A DIRT ROAD, AND 1.3 FT (0.4 M) N FROM A
 MQ0436'METAL WITNESS POST WITH SIGN.  TO REACH THE AZIMUTH MARK FROM THE
 MQ0436'STATION MARK, GO SOUTHEASTERLY ON THE TRACK ROAD 0.2 KM (0.10 MI) TO
 MQ0436'THE RIM ROAD.  TURN LEFT, SOUTHEASTERLY FOR 0.8 KM (0.50 MI) ON THE
 MQ0436'RIM ROAD TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0533 ***********************************************************************
 MQ0533  DESIGNATION -  DELANEY
 MQ0533  PID         -  MQ0533
 MQ0533  STATE/COUNTY-  WY/SWEETWATER
 MQ0533  USGS QUAD   -  RED DESERT SW (1970)
 MQ0533
 MQ0533                         *CURRENT SURVEY CONTROL
 MQ0533  ___________________________________________________________________
 MQ0533* NAD 83(1993)-  41 35 21.80169(N)    108 07 44.40165(W)     ADJUSTED  
 MQ0533* NAVD 88     -      2266.     (meters)    7434.     (feet)  SCALED    
 MQ0533  ___________________________________________________________________
 MQ0533  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 MQ0533  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MQ0533
 MQ0533  HORZ ORDER  -  THIRD
 MQ0533
 MQ0533.The horizontal coordinates were established by classical geodetic methods
 MQ0533.and adjusted by the National Geodetic Survey in January 1997..
 MQ0533
 MQ0533.The orthometric height was scaled from a topographic map.
 MQ0533
 MQ0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0533
 MQ0533.The geoid height was determined by GEOID03.
 MQ0533
 MQ0533;                    North         East     Units Scale Factor Converg.
 MQ0533;SPC WYWC     -   121,160.587   651,776.605   MT  0.99997048   +0 24 44.0
 MQ0533;UTM  12      - 4,608,169.791   739,303.850   MT  1.00030478   +1 54 23.9
 MQ0533
 MQ0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0533!SPC WYWC     -   0.99964698  x   0.99997048  =   0.99961747
 MQ0533!UTM  12      -   0.99964698  x   1.00030478  =   0.99995166
 MQ0533
 MQ0533:                Primary Azimuth Mark                     Grid Az
 MQ0533:SPC WYWC     -  HAYSTACK                                 181 57 26.6
 MQ0533:UTM  12      -  HAYSTACK                                 180 27 46.7
 MQ0533
 MQ0533|---------------------------------------------------------------------|
 MQ0533| PID    Reference Object                     Distance      Geod. Az  |
 MQ0533|                                                           dddmmss.s |
 MQ0533| MQ0534 HAYSTACK                            APPROX.21.4 KM 1822210.6 |
 MQ0533|---------------------------------------------------------------------|
 MQ0533
 MQ0533                          SUPERSEDED SURVEY CONTROL
 MQ0533
 MQ0533  NAD 83(1986)-  41 35 21.78419(N)    108 07 44.39013(W) AD(       ) 3
 MQ0533
 MQ0533.Superseded values are not recommended for survey control.
 MQ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0533.See file dsdata.txt to determine how the superseded data were derived.
 MQ0533
 MQ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM3930408170(NAD 83)
 MQ0533_MARKER: DS = TRIANGULATION STATION DISK
 MQ0533_SETTING: 0 = UNSPECIFIED SETTING
 MQ0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0533
 MQ0533  HISTORY     - Date     Condition        Report By
 MQ0533  HISTORY     - 1912     MONUMENTED       USGS
 MQ0533
 MQ0533                          STATION DESCRIPTION
 MQ0533
 MQ0533'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MQ0533'LOCATED IN THE S. 1/2 SEC. 29, T 19 N, R 95 W.
 MQ0533'
 MQ0533'ON A PROMINENT POINT OF DELANEY RIM WHERE IT MAKES THE TURN FROM NW.
 MQ0533'TO W., LOCALLY KNOWN AS --MONUMENT HILL--, ABOUT 4.25 MI. DIRECTLY S.
 MQ0533'OF RED DESERT STATION ON THE UNION PACIFIC RAILROAD AND 5.5 MI. S. BY
 MQ0533'8 MI. W. OF WAMSUTTER STATION.  THE STATION IS ON THE EXTREME NE. END
 MQ0533'OF THE SPUR IN THE APEX OF THE ANGLE MADE BY CHANGE OF DIRECTION OF
 MQ0533'RIM.
 MQ0533'
 MQ0533'FOLLOWING REPORT BY USGS IN SEPTEMBER 1966--A THOROUGH SEARCH OF THE
 MQ0533'AREA REVEALED NO TRACE OF THE TABLET.  MAY HAVE BEEN DESTROYED WHEN
 MQ0533'NGS DELANEY WAS SET IN 1937.
 MQ0533'
 MQ0533'STATION MARK--BRONZE TABLET IN TOP OF 6 X 6 X 24 INCH STONE SET IN
 MQ0533'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0352 ***********************************************************************
 OW0352  DESIGNATION -  DENNIS
 OW0352  PID         -  OW0352
 OW0352  STATE/COUNTY-  WY/FREMONT
 OW0352  USGS QUAD   -  FREMONT PEAK SOUTH (1991)
 OW0352
 OW0352                         *CURRENT SURVEY CONTROL
 OW0352  ___________________________________________________________________
 OW0352* NAD 83(1993)-  43 00 32.73945(N)    109 30 57.53533(W)     ADJUSTED  
 OW0352* NAVD 88     -      3573.6    (meters)   11724.     (feet)  VERTCON   
 OW0352  ___________________________________________________________________
 OW0352  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OW0352  GEOID HEIGHT-          -8.11  (meters)                     GEOID03
 OW0352
 OW0352  HORZ ORDER  -  SECOND
 OW0352
 OW0352.The horizontal coordinates were established by classical geodetic methods
 OW0352.and adjusted by the National Geodetic Survey in January 1997..
 OW0352
 OW0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0352
 OW0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0352
 OW0352.The geoid height was determined by GEOID03.
 OW0352
 OW0352;                    North         East     Units Scale Factor Converg.
 OW0352;SPC WYWC     -   278,948.761   537,554.066   MT  0.99998545   -0 31 21.0
 OW0352;UTM  12      - 4,762,893.204   620,942.980   MT  0.99977994   +1 00 44.6
 OW0352
 OW0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0352!SPC WYWC     -   0.99944116  x   0.99998545  =   0.99942662
 OW0352!UTM  12      -   0.99944116  x   0.99977994  =   0.99922123
 OW0352
 OW0352|---------------------------------------------------------------------|
 OW0352| PID    Reference Object                     Distance      Geod. Az  |
 OW0352|                                                           dddmmss.s |
 OW0352| CP4817 DENNIS RM 1                           4.025 METERS 05100     |
 OW0352| OW0334 DENNIS AZ MK                        APPROX. 1.3 KM 0964747.0 |
 OW0352| CP4818 DENNIS RM 2                           3.730 METERS 15615     |
 OW0352|---------------------------------------------------------------------|
 OW0352
 OW0352                          SUPERSEDED SURVEY CONTROL
 OW0352
 OW0352  NAD 83(1986)-  43 00 32.72838(N)    109 30 57.52221(W) AD(       ) 2
 OW0352  NAD 27      -  43 00 32.88500(N)    109 30 55.01100(W) AD(       ) 2
 OW0352  NGVD 29 (11/06/89) 3572.0    (m)        11719.     (f) VERT ANG       
 OW0352
 OW0352.Superseded values are not recommended for survey control.
 OW0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0352.See file dsdata.txt to determine how the superseded data were derived.
 OW0352
 OW0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN2094362893(NAD 83)
 OW0352_MARKER: DS = TRIANGULATION STATION DISK
 OW0352_SETTING: 66 = SET IN ROCK OUTCROP
 OW0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0352
 OW0352  HISTORY     - Date     Condition        Report By
 OW0352  HISTORY     - 1933     MONUMENTED       CGS
 OW0352  HISTORY     - 1936     GOOD             CGS
 OW0352  HISTORY     - 1950     GOOD             USGS
 OW0352  HISTORY     - 1968     GOOD             USGS
 OW0352
 OW0352                          STATION DESCRIPTION
 OW0352
 OW0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0352'ON MOUNTAIN ON CONTINENTAL DIVIDE, AT SOUTHWEST CORNER OF SHOSHONE
 OW0352'INDIAN RESERVATION.  BEST REACHED FROM BOULDER, BY GOING TO
 OW0352'RANCH OF DENNIS MITCHELL ABOUT 8 MILES NORTHEAST OF BOULDER,
 OW0352'SECURING HORSES AND GOING NORTHWARD 10 MILES TO NORTH FORK RANGER
 OW0352'STATION.  FROM RANGER STATION FOLLOW HIGH LINE TRAIL IN
 OW0352'NORTHWEST DIRECTION TO LAKE ON NORTH FORK OF BOULDER CREEK.
 OW0352'FOLLOW CREEK 6 MILES TO HEADWATERS LAKE IN SMALL SADDLE IN PASS
 OW0352'EXACTLY ON TOP OF CONTINENTAL DIVIDE.  STATION IS ON TOP OF
 OW0352'PEAK ON LEFT, AND AZIMUTH MARK IS ON TOP OF PEAK ON RIGHT.
 OW0352'AZIMUTH MARK IS AT SLIGHTLY LOWER ELEVATION THAN STATION.
 OW0352'NOT ADVISABLE TO ATTEMPT TO REACH THIS STATION EXCEPT IN JULY
 OW0352'OR AUGUST.  STATION MARK IS STANDARD DISK IN OUTCROPPING
 OW0352'BEDROCK.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OW0352'DISKS IN OUTCROPPING BEDROCK.  NO. 1 IS 4.025
 OW0352'METERS (13.21 FEET) NORTHEAST FROM STATION N 51 DEG E.
 OW0352'NO. 2 IS 3.730 METERS (12.24 FEET) SOUTHEAST
 OW0352'S 24 DEG E.  DENNIS AZIMUTH MARK IS ABOUT 1 MILE EAST OF
 OW0352'STATION S 83 DEG 12 MIN E.
 OW0352
 OW0352                          STATION RECOVERY (1950)
 OW0352
 OW0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0352'RECOVERED.
 OW0352
 OW0352                          STATION RECOVERY (1968)
 OW0352
 OW0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OW0352'RECOVERED.
 OW0352'
 OW0352'STATION MARK--STANDARD USC AND GS DISK SET FLUSH IN OUTCROPPING
 OW0352'BEDROCK, STAMPED---DENNIS 1933---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0334 ***********************************************************************
 OW0334  DESIGNATION -  DENNIS AZ MK
 OW0334  PID         -  OW0334
 OW0334  STATE/COUNTY-  WY/FREMONT
 OW0334  USGS QUAD   -  ALPINE LAKE (1991)
 OW0334
 OW0334                         *CURRENT SURVEY CONTROL
 OW0334  ___________________________________________________________________
 OW0334* NAD 83(1993)-  43 00 27.69114(N)    109 29 59.86342(W)     ADJUSTED  
 OW0334* NAVD 88     -      3443.     (meters)   11296.     (feet)  SCALED    
 OW0334  ___________________________________________________________________
 OW0334  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 OW0334  GEOID HEIGHT-          -8.06  (meters)                     GEOID03
 OW0334
 OW0334  HORZ ORDER  -  THIRD
 OW0334
 OW0334.The horizontal coordinates were established by classical geodetic methods
 OW0334.and adjusted by the National Geodetic Survey in January 1997..
 OW0334
 OW0334.The orthometric height was scaled from a topographic map.
 OW0334
 OW0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0334
 OW0334.The geoid height was determined by GEOID03.
 OW0334
 OW0334;                    North         East     Units Scale Factor Converg.
 OW0334;SPC WYWC     -   278,781.197   538,858.693   MT  0.99998347   -0 30 41.6
 OW0334;SPC WY W     -   378,673.402   847,559.810   MT  0.99996532   +0 23 52.5
 OW0334;UTM  12      - 4,762,760.672   622,251.363   MT  0.99978386   +1 01 23.9
 OW0334
 OW0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0334!SPC WYWC     -   0.99946168  x   0.99998347  =   0.99944516
 OW0334!SPC WY W     -   0.99946168  x   0.99996532  =   0.99942702
 OW0334!UTM  12      -   0.99946168  x   0.99978386  =   0.99924566
 OW0334
 OW0334:                Primary Azimuth Mark                     Grid Az
 OW0334:SPC WYWC     -  DENNIS                                   277 19 07.9
 OW0334:SPC WY W     -  DENNIS                                   276 24 33.8
 OW0334:UTM  12      -  DENNIS                                   275 47 02.4
 OW0334
 OW0334|---------------------------------------------------------------------|
 OW0334| PID    Reference Object                     Distance      Geod. Az  |
 OW0334|                                                           dddmmss.s |
 OW0334| OW0352 DENNIS                              APPROX. 1.3 KM 2764826.3 |
 OW0334|---------------------------------------------------------------------|
 OW0334
 OW0334                          SUPERSEDED SURVEY CONTROL
 OW0334
 OW0334  NAD 83(1986)-  43 00 27.68021(N)    109 29 59.85039(W) AD(       ) 3
 OW0334  NAD 27      -  43 00 27.83600(N)    109 29 57.34000(W) AD(       ) 3
 OW0334
 OW0334.Superseded values are not recommended for survey control.
 OW0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0334.See file dsdata.txt to determine how the superseded data were derived.
 OW0334
 OW0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN2225162761(NAD 83)
 OW0334_MARKER: DS = TRIANGULATION STATION DISK
 OW0334_SETTING: 66 = SET IN ROCK OUTCROP
 OW0334_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OW0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0334+STABILITY: POSITION/ELEVATION WELL
 OW0334
 OW0334  HISTORY     - Date     Condition        Report By
 OW0334  HISTORY     - 1936     MONUMENTED       CGS
 OW0334
 OW0334                          STATION DESCRIPTION
 OW0334
 OW0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0334'ON CONTINENTAL DIVIDE, ON ROCK OUTCROP, AT SLIGHTLY LOWER
 OW0334'ELEVATION THAN STATION DENNIS, AND
 OW0334'ABOUT 1 MILE EAST FROM THAT STATION S 83 DEG 12 MIN E.
 OW0334'MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0320 ***********************************************************************
 OW0320  DESIGNATION -  DENNISON
 OW0320  PID         -  OW0320
 OW0320  STATE/COUNTY-  WY/FREMONT
 OW0320  USGS QUAD   -  BAIN DRAW (1979)
 OW0320
 OW0320                         *CURRENT SURVEY CONTROL
 OW0320  ___________________________________________________________________
 OW0320* NAD 83(1993)-  43 36 44.46020(N)    109 29 45.79002(W)     ADJUSTED  
 OW0320* NAVD 88     -      2512.7    (meters)    8244.     (feet)  VERTCON   
 OW0320  ___________________________________________________________________
 OW0320  LAPLACE CORR-          -6.45  (seconds)                    DEFLEC99
 OW0320  GEOID HEIGHT-          -8.24  (meters)                     GEOID03
 OW0320
 OW0320  HORZ ORDER  -  FIRST
 OW0320
 OW0320.The horizontal coordinates were established by classical geodetic methods
 OW0320.and adjusted by the National Geodetic Survey in January 1997..
 OW0320
 OW0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0320
 OW0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0320
 OW0320.The geoid height was determined by GEOID03.
 OW0320
 OW0320;                    North         East     Units Scale Factor Converg.
 OW0320;SPC WYWC     -   345,951.280   539,777.405   MT  0.99998209   -0 30 52.6
 OW0320;UTM  12      - 4,829,917.677   621,360.618   MT  0.99978116   +1 02 15.0
 OW0320
 OW0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0320!SPC WYWC     -   0.99960742  x   0.99998209  =   0.99958952
 OW0320!UTM  12      -   0.99960742  x   0.99978116  =   0.99938866
 OW0320
 OW0320|---------------------------------------------------------------------|
 OW0320| PID    Reference Object                     Distance      Geod. Az  |
 OW0320|                                                           dddmmss.s |
 OW0320| CP4821 DENNISON RM 2                         9.122 METERS 05905     |
 OW0320| CP4819 DENNISON AZ MK                                     1694016.0 |
 OW0320| CP4820 DENNISON RM 1                        10.645 METERS 34827     |
 OW0320|---------------------------------------------------------------------|
 OW0320
 OW0320                          SUPERSEDED SURVEY CONTROL
 OW0320
 OW0320  NAD 83(1986)-  43 36 44.44829(N)    109 29 45.77934(W) AD(       ) 1
 OW0320  NAD 27      -  43 36 44.60000(N)    109 29 43.23400(W) AD(       ) 1
 OW0320  NGVD 29 (07/19/86) 2511.5    (m)         8240.     (f) VERT ANG       
 OW0320
 OW0320.Superseded values are not recommended for survey control.
 OW0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0320.See file dsdata.txt to determine how the superseded data were derived.
 OW0320
 OW0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP2136129918(NAD 83)
 OW0320_MARKER: DS = TRIANGULATION STATION DISK
 OW0320_SETTING: 0 = UNSPECIFIED SETTING
 OW0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OW0320+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 OW0320
 OW0320  HISTORY     - Date     Condition        Report By
 OW0320  HISTORY     - 1936     MONUMENTED       CGS
 OW0320  HISTORY     - 1946     GOOD             CGS
 OW0320  HISTORY     - 1954     GOOD             USGS
 OW0320  HISTORY     - 1975     GOOD             LOCSUR
 OW0320  HISTORY     - 20040819 GOOD             INDIV
 OW0320
 OW0320                          STATION DESCRIPTION
 OW0320
 OW0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0320'ABOUT 4 MILES WEST OF DUNCAN POST OFFICE, ABOUT 2 MILES
 OW0320'SOUTH OF DENNISON RANCH, ON HIGH POINT NEAR WEST END OF HIGH
 OW0320'BARE (EXCEPT FOR SMALL ROCKS AND GRASS) HILL, HIGHEST IN
 OW0320'VICINITY, LYING ON DIVIDE BETWEEN BEAR CREEK AND WIGGINS FORK.
 OW0320'HILL COMES UP FROM SOUTH AND EAST IN LONG GRADUAL SLOPE IN
 OW0320'FORM OF SEMICIRCLE, AND STATION IS ABOUT 300 YARDS
 OW0320'EAST-NORTHEAST OF ITS WEST END, 300 YARDS NORTH-NORTHWEST OF
 OW0320'DRIFT FENCE BETWEEN DENNISON AND DOUBLE DIAMOND RANCH
 OW0320'PROPERTIES, 200 YARDS NORTH OF CENTER OF SHALLOW SADDLE,
 OW0320'AND 60 YARDS EAST-NORTHEAST OF HEAD OF DRAW
 OW0320'EXTENDING TO SOUTH.  TO REACH FROM DUBOIS, FOLLOW U.S.
 OW0320'HIGHWAY 287 SOUTHEAST ABOUT 11 MILES, TURN LEFT ONTO GRADED
 OW0320'ROAD AT J.H. ANDERSONS RANCH HOUSE 200 YARDS TO RIGHT, AND
 OW0320'FOLLOW MAIN GRADED ROAD DOWN NORTH FORK OF WIND RIVER
 OW0320'VALLEY 9.6 MILES.  TAKE LEFT FORK JUST BEFORE REACHING
 OW0320'DOUBLE DIAMOND RANCH BUILDINGS, AND GO NORTH UP BEAR CREEK
 OW0320'3.0 MILES TO ROAD SUMMIT 0.2 MILE BEYOND CATTLE-GUARD
 OW0320'CROSSING.  TURN LEFT ON VERY DIM WASHED-OUT ROAD AND GO 100
 OW0320'YARDS TO WIRE GATE.  PASS THROUGH GATE AND CONTINUE SOUTHWEST
 OW0320'ON OLD ROAD 0.3 MILE.  BEAR LEFT ACROSS SHALLOW WASH AND
 OW0320'CONTINUE SOUTHWEST ALONG NORTHWEST SIDE OF DEEP TIMBERED DRAW
 OW0320'0.3 MILE.  TURN LEFT ACROSS DRAW AT SHALLOW CROSSING AND
 OW0320'IMMEDIATELY TURN RIGHT AND CONTINUE SOUTHWEST ALONG SOUTHEAST
 OW0320'SIDE OF DRAW TO DRIFT FENCE.  BEAR RIGHT ALONG DRIFT FENCE
 OW0320'FOR ABOUT 0.5 MILE TO SADDLE, TURN RIGHT AND GO 0.1 MILE TO
 OW0320'STATION ON SUMMIT.  TRUCKS CAN BE TAKEN TO STATION.  SURFACE
 OW0320'MARK IS STANDARD DISK WELDED TO END OF PIPE 3 FEET LONG, SET
 OW0320'IN CONCRETE BENEATH SURFACE OF GROUND.  UNDER GROUND MARK
 OW0320'IS STANDARD DISK IN CONCRETE.  REFERENCE MARKS ARE
 OW0320'STANDARD DISKS WELDED TO PIPES 3 FEET LONG SET IN
 OW0320'CONCRETE BENEATH SURFACE OF GROUND.  NO. 1 IS 10.645
 OW0320'METERS (34.92 FEET) NORTH OF STATION N 11 DEG 33 MIN W.
 OW0320'NO. 2 IS 9.122 METERS (29.93 FEET) NORTHEAST OF
 OW0320'STATION N 59 DEG 05 MIN E.  DISTANCE BETWEEN
 OW0320'REFERENCE MARKS IS 11.490 METERS (37.70 FEET).  AZIMUTH
 OW0320'MARK IS STANDARD DISK IN CONCRETE, ON SUMMIT OF
 OW0320'KNOLL ACROSS SADDLE FROM STATION, 60 FEET SOUTH OF DRIFT
 OW0320'FENCE, AND ABOUT 0.2 MILE SOUTH OF STATION S 10 DEG 20 MIN E.
 OW0320
 OW0320                          STATION RECOVERY (1946)
 OW0320
 OW0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 OW0320'AT THE TIME OF OCCUPATION OF THIS STATION, THIS PARTY WAS NOT
 OW0320'FURNISHED WITH A DETAILED DESCRIPTION.  THE STATION MARK AND
 OW0320'REFERENCE MARKS WERE RECOVERED AND ARE IN GOOD CONDITION.  THE
 OW0320'AZIMUTH MARK WAS NOT RECOVERED.
 OW0320'
 OW0320'THE STATION IS ABOUT 4 MILES WEST OF DUNCAN POST OFFICE, ABOUT
 OW0320'2 MILES SOUTH OF DENNISON RANCH, ON HIGH POINT NEAR WEST END
 OW0320'OF HIGH BARE (EXCEPT FOR SMALL ROCKS AND GRASS) HILL, HIGHEST
 OW0320'IN VICINITY, LYING ON DIVIDE BETWEEN BEAR CREEK AND WIGGINS
 OW0320'FORK.  HILL COMES UP FROM SOUTH AND EAST IN LONG GRADUAL
 OW0320'SLOPE IN FORM OF SEMICIRCLE, AND STATION IS ABOUT 300 YARDS
 OW0320'EAST-NORTHEAST OF ITS WEST END, 300 YARDS NORTH-NORTHWEST OF
 OW0320'DRIFT FENCE BETWEEN DENNISON AND DOUBLE DIAMOND RANCH
 OW0320'PROPERTIES, 200 YARDS NORTH OF CENTER OF SHALLOW SADDLE, AND 60
 OW0320'YARDS EAST-NORTHEAST OF HEAD OF DRAW EXTENDING TO SOUTH.
 OW0320'TO REACH FROM DUBOIS, FOLLOW U.S. HIGHWAY 287 SOUTHEAST
 OW0320'ABOUT 11 MILES, TURN LEFT ONTO GRADED ROAD AT J.H. ANDERSONS
 OW0320'RANCH HOUSE 200 YARDS TO RIGHT, AND FOLLOW MAIN GRADED ROAD
 OW0320'DOWN NORTH FORK OF WIND RIVER VALLEY 9.6 MILES.  TAKE LEFT
 OW0320'FORK JUST BEFORE REACHING DOUBLE DIAMOND RANCH
 OW0320'BUILDINGS, AND GO NORTH UP BEAR CREEK 3.0 MILES TO RAOD
 OW0320'SUMMIT 0.2 MILE BEYOND CATTLE GUARD CROSSING.  TURN LEFT
 OW0320'ON VERY DIM WASHED-OUT ROAD AND GO 100 YARDS TO WIRE GATE.
 OW0320'PASS THRU GATE AND CONTINUE SOUTHWEST ON OLD ROAD 0.3
 OW0320'MILE.  BEAR LEFT ACROSS SHALLOW WASH AND CONTINUE
 OW0320'SOUTHWEST ALONG NORTHWEST SIDE OF DEEP TIMBERED DRAW
 OW0320'0.3 MILE.  TURN LEFT ACROSS DRAW AT SHALLOW CROSSING AND
 OW0320'IMMEDIATELY TURN RIGHT AND CONTINUE SOUTHWEST ALONG SOUTHEAST
 OW0320'SIDE OF DRAW TO DRIFT FENCE.  BEAR RIGHT ALONG DRIFT FENCE FOR
 OW0320'ABOUT 0.5 MILE TO SADDLE, TURN RIGHT AND GO 0.1 MILE TO STATION
 OW0320'ON SUMMIT.  TRUCKS CAN BE DRIVEN TO STATION.
 OW0320'
 OW0320'SURFACE MARK IS USC AND GS STANDARD DISK WELDED TO END OF PIPE
 OW0320'3 FEET LONG, SET IN CONCRETE BENEATH SURFACE OF THE GROUND.
 OW0320'UNDERGROUND MARK IS STANDARD DISK IN CONCRETE.
 OW0320'REFERENCE MARKS ARE STANDARD DISK WELDED TO PIPES 3 FEET
 OW0320'LONG SET IN CONCRETE BELOW SURFACE OF THE GROUND.  NO. 1 IS
 OW0320'10.645 METERS (34.92 FEET) NORTH OF STATION.
 OW0320'NO. 2 IS 9.122 METERS (29.93 FEET) NORTHEAST OF
 OW0320'STATION.  DISTANCE BETWEEN REFERENCE
 OW0320'MARKS IS 11.490 METERS (37.70 FEET)).  AZIMUTH MARK IS
 OW0320'STANDARD DISK IN CONCRETE, ON SUMMIT OF KNOLL ACROSS
 OW0320'SADDLE FROM STATION, 60 FEET SOUTH OF DRIFT FENCE, AND
 OW0320'ABOUT 0.2 MILE SOUTH OF STATION.
 OW0320
 OW0320                          STATION RECOVERY (1954)
 OW0320
 OW0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OW0320'RECOVERED IN GOOD CONDITION.
 OW0320
 OW0320                          STATION RECOVERY (1975)
 OW0320
 OW0320'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (RLH)
 OW0320'STATION RECOVERED BY LAND SURVEYOR.
 OW0320'
 OW0320'DENNISON 1936-GOOD CONDITION.
 OW0320'
 OW0320'(AZIMUTH MARK) 1936-GOOD CONDITION.
 OW0320'
 OW0320'(R.M. NO. 1 AND R.M. NO. 2)-GOOD CONDITION.
 OW0320'
 OW0320'THE STATION IS LOCATED ON LAND CONTROLLED BY THE WYOMING GAME
 OW0320'AND FISH DEPARTMENT AND THE ROAD DESCRIBED BY CURTIS LE FEVER
 OW0320'(1946 RECOVERY NOTE) HAS BEEN BLOCKED BY A WIRE ELK FENCE.
 OW0320'AS SUCH THE STATION IS NO LONGER ACCESSIBLE BY THAT ROUTE.
 OW0320
 OW0320                          STATION RECOVERY (2004)
 OW0320
 OW0320'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RED)
 OW0320'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0418 ***********************************************************************
 OV0418  DESIGNATION -  DERANCH
 OV0418  PID         -  OV0418
 OV0418  STATE/COUNTY-  WY/HOT SPRINGS
 OV0418  USGS QUAD   -  BULL MOUNTAIN (1952)
 OV0418
 OV0418                         *CURRENT SURVEY CONTROL
 OV0418  ___________________________________________________________________
 OV0418* NAD 83(1993)-  43 34 03.16400(N)    107 44 08.56663(W)     ADJUSTED  
 OV0418* NAVD 88     -      2189.1    (meters)    7182.     (feet)  VERTCON   
 OV0418  ___________________________________________________________________
 OV0418  LAPLACE CORR-           7.99  (seconds)                    DEFLEC99
 OV0418  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 OV0418
 OV0418  HORZ ORDER  -  SECOND
 OV0418
 OV0418.The horizontal coordinates were established by classical geodetic methods
 OV0418.and adjusted by the National Geodetic Survey in January 1997..
 OV0418
 OV0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0418
 OV0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0418
 OV0418.The geoid height was determined by GEOID03.
 OV0418
 OV0418;                    North         East     Units Scale Factor Converg.
 OV0418;SPC WYWC     -   341,203.035   681,935.763   MT  1.00002005   +0 41 56.7
 OV0418;UTM  13      - 4,827,479.399   279,075.508   MT  1.00020039   -1 53 10.5
 OV0418
 OV0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0418!SPC WYWC     -   0.99965878  x   1.00002005  =   0.99967882
 OV0418!UTM  13      -   0.99965878  x   1.00020039  =   0.99985910
 OV0418
 OV0418:                Primary Azimuth Mark                     Grid Az
 OV0418:SPC WYWC     -  COPPER                                   221 29 09.7
 OV0418:UTM  13      -  COPPER                                   224 04 16.9
 OV0418
 OV0418|---------------------------------------------------------------------|
 OV0418| PID    Reference Object                     Distance      Geod. Az  |
 OV0418|                                                           dddmmss.s |
 OV0418| OV0429 COPPER                              APPROX.18.0 KM 2221106.4 |
 OV0418|---------------------------------------------------------------------|
 OV0418
 OV0418                          SUPERSEDED SURVEY CONTROL
 OV0418
 OV0418  NAD 83(1986)-  43 34 03.14607(N)    107 44 08.56568(W) AD(       ) 2
 OV0418  NAD 27      -  43 34 03.29900(N)    107 44 06.26500(W) AD(       ) 2
 OV0418  NGVD 29 (09/08/93) 2188.2    (m)         7179.     (f) VERT ANG       
 OV0418
 OV0418.Superseded values are not recommended for survey control.
 OV0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0418.See file dsdata.txt to determine how the superseded data were derived.
 OV0418
 OV0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ7907627479(NAD 83)
 OV0418_MARKER: DD = SURVEY DISK
 OV0418_SETTING: 0 = UNSPECIFIED SETTING
 OV0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0418
 OV0418  HISTORY     - Date     Condition        Report By
 OV0418  HISTORY     - 1904     MONUMENTED       USGS
 OV0418  HISTORY     - 1938     GOOD             USGS
 OV0418
 OV0418                          STATION DESCRIPTION
 OV0418
 OV0418'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 OV0418'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN A STONE BURIED IN
 OV0418'GROUND.
 OV0418
 OV0418                          STATION RECOVERY (1938)
 OV0418
 OV0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938 (PLB)
 OV0418'STATION IS LOCATED ABOUT 7 MILES N OF HOLT POST OFFICE, ON THE
 OV0418'MOST PROMINENT PEAK OF LYSITE MOUNTAIN AT THE HEAD OF LAKE
 OV0418'CREEK, A TRIBUTARY OF KIRBY CREEK.  IT IS KNOWN LOCALLY AS
 OV0418'KLONDIKE PEAK.  IT IS TIMBERED ON THE W SIDE AND SMOOTH AND
 OV0418'GRASSY ON THE E SIDE.
 OV0418'
 OV0418'STATION MARK IS A BRONZE U.S.G.S. TRIANGULATION TABLET, SET
 OV0418'IN A STONE, BURIED IN THE GROUND.  THERE IS A 2-FOOT CAIRN
 OV0418'OF ROCKS SURROUNDING THE MARK.  THE MARK WAS APPARENTLY SOLID,
 OV0418'BUT THE STONE WAS NOT LARGE ENOUGH TO AFFORD A VERY PERMANENT
 OV0418'MARK.
 OV0418'
 OV0418'THE STATION WAS CONNECTED TO DERANCH, 1938.
 OV0418'
 OV0418'STATION DERANCH, 1938 IS ABOUT 10 FEET FROM THE U.S.G.S. MARK.
 OV0418'
 OV0418'TO REACH STATION FOLLOW DESCRIPTION OF DERANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0419 ***********************************************************************
 OV0419  DESIGNATION -  DERANCH
 OV0419  PID         -  OV0419
 OV0419  STATE/COUNTY-  WY/HOT SPRINGS
 OV0419  USGS QUAD   -  BULL MOUNTAIN (1952)
 OV0419
 OV0419                         *CURRENT SURVEY CONTROL
 OV0419  ___________________________________________________________________
 OV0419* NAD 83(1993)-  43 34 03.05371(N)    107 44 08.58082(W)     ADJUSTED  
 OV0419* NAVD 88     -      2189.     (meters)    7182.     (feet)  SCALED    
 OV0419  ___________________________________________________________________
 OV0419  LAPLACE CORR-           7.99  (seconds)                    DEFLEC99
 OV0419  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 OV0419
 OV0419  HORZ ORDER  -  FIRST
 OV0419
 OV0419.The horizontal coordinates were established by classical geodetic methods
 OV0419.and adjusted by the National Geodetic Survey in January 1997..
 OV0419
 OV0419.The orthometric height was scaled from a topographic map.
 OV0419
 OV0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0419
 OV0419.The geoid height was determined by GEOID03.
 OV0419
 OV0419;                    North         East     Units Scale Factor Converg.
 OV0419;SPC WYWC     -   341,199.627   681,935.486   MT  1.00002005   +0 41 56.7
 OV0419;SPC WYEC     -   440,778.429   367,494.857   MT  0.99995049   -0 16 38.4
 OV0419;UTM  13      - 4,827,476.006   279,075.077   MT  1.00020039   -1 53 10.5
 OV0419
 OV0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0419!SPC WYWC     -   0.99965881  x   1.00002005  =   0.99967885
 OV0419!SPC WYEC     -   0.99965881  x   0.99995049  =   0.99960932
 OV0419!UTM  13      -   0.99965881  x   1.00020039  =   0.99985913
 OV0419
 OV0419|---------------------------------------------------------------------|
 OV0419| PID    Reference Object                     Distance      Geod. Az  |
 OV0419|                                                           dddmmss.s |
 OV0419| OV0418 DERANCH                               3.419 METERS 00521     |
 OV0419| CP4823 DERANCH RM 1                          7.405 METERS 09906     |
 OV0419| CP4824 DERANCH RM 2                          8.289 METERS 19726     |
 OV0419| CP4822 DERANCH AZ MK                                      2404953.8 |
 OV0419|---------------------------------------------------------------------|
 OV0419
 OV0419                          SUPERSEDED SURVEY CONTROL
 OV0419
 OV0419  NAD 83(1986)-  43 34 03.03577(N)    107 44 08.57987(W) AD(       ) 1
 OV0419  NAD 27      -  43 34 03.18900(N)    107 44 06.27900(W) AD(       ) 1
 OV0419
 OV0419.Superseded values are not recommended for survey control.
 OV0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0419.See file dsdata.txt to determine how the superseded data were derived.
 OV0419
 OV0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ7907527476(NAD 83)
 OV0419_MARKER: DS = TRIANGULATION STATION DISK
 OV0419_SETTING: 66 = SET IN ROCK OUTCROP
 OV0419
 OV0419  HISTORY     - Date     Condition        Report By
 OV0419  HISTORY     - 1938     MONUMENTED       CGS
 OV0419
 OV0419                          STATION DESCRIPTION
 OV0419
 OV0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0419'ABOUT 7 MILES N OF HOLT POST OFFICE, ON THE MOST PROMINENT
 OV0419'PEAK OF LYSITE MOUNTAIN, AT THE HEAD OF LAKE CREEK, A TRIBUTARY
 OV0419'TO KIRBY CREEK, KNOWN LOCALLY AS KLONDIKE PEAK, ABOUT 1-1/2
 OV0419'MILES W OF BRIDGER CREEK.  THE PEAK IS TIMBERED ON THE W SIDE
 OV0419'AND SMOOTH AND GRASSY ON THE E SIDE.
 OV0419'
 OV0419'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 OV0419'IN OUTCROPPING BEDROCK.  REFERENCE
 OV0419'MARKS NO. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN A BOULDER.
 OV0419'AZIMUTH MARK IS A STANDARD BRONZE
 OV0419'DISK SET IN CONCRETE.
 OV0419'
 OV0419'REACHED FROM THERMOPOLIS AS FOLLOWS--GO N ON U.S. HIGHWAY
 OV0419'20 FOR 7.4 MILES TO LUCERNE.  LEAVE U.S. HIGHWAY 20 HERE AND GO
 OV0419'E, CROSSING RAILROAD TRACK FOR 1.0 MILE TO BRIDGE OVER BIG HORN
 OV0419'RIVER, CONTINUE E FOR 1.25 MILES TO T-ROAD, TURN LEFT, N, FOR
 OV0419'0.5 MILE TO (LAKE CREEK ROAD) TURN RIGHT AND E ON MAIN
 OV0419'GRADED DIRT ROAD FOR 12.1 MILES, CONTINUE STRAIGHT AHEAD
 OV0419'ON LEFT FORK OF MAIN GRADED ROAD FOR 4.8 MILES TO A SIDE
 OV0419'ROAD AND SIGN, LAKE CREEK 4 MILES.  TAKE RIGHT FORK LEAVING
 OV0419'GRADED ROAD AND FOLLOW UNIMPROVED ROAD SE FOR 6.7 MILES TO
 OV0419'MR. GARDNERS RANCH.  GO S UP HILL PASSING CORRAL 1.0 MILE TO
 OV0419'WIRE GATE.  CONTINUE 3.15 MILES TO FORK.  TAKE LEFT FORK ON
 OV0419'MAIN ROAD AND GO 1.1 MILES TO A TRIANGLE TRENCH ON THE
 OV0419'LEFT SIDE OF ROAD AT THE TOP OF RIDGE (AZIMUTH HERE).
 OV0419'TRUCK CAN BE DRIVEN ABOUT 0.3 MILE FURTHER UP RIDGE TO
 OV0419'FOOT OF STEEP HILL.  FROM END OF TRUCK TRAVEL, PACK ALONG
 OV0419'THE RIGHT SIDE OF HILL TO SADDLE, THEN UP RIDGE TO NE, TO
 OV0419'THE HIGHEST POINT AND STATION, ABOUT A 45 MINUTE PACK.
 OV0419'
 OV0419'AZIMUTH IS ABOUT 2 MILES SW ON EDGE OF RIDGE WHERE ROAD
 OV0419'MAKES A SHARP TURN TO THE E, 10 PACES W OF ROAD.
 OV0419'
 OV0419'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0506 ***********************************************************************
 NR0506  DESIGNATION -  DERRICK
 NR0506  PID         -  NR0506
 NR0506  STATE/COUNTY-  WY/FREMONT
 NR0506  USGS QUAD   -  DOUBLE BUTTE (1984)
 NR0506
 NR0506                         *CURRENT SURVEY CONTROL
 NR0506  ___________________________________________________________________
 NR0506* NAD 83(1993)-  42 52 53.94383(N)    107 53 15.35184(W)     ADJUSTED  
 NR0506* NAVD 88     -      1844.5    (meters)    6051.     (feet)  VERTCON   
 NR0506  ___________________________________________________________________
 NR0506  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 NR0506  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 NR0506
 NR0506  HORZ ORDER  -  THIRD
 NR0506
 NR0506.The horizontal coordinates were established by classical geodetic methods
 NR0506.and adjusted by the National Geodetic Survey in January 1997..
 NR0506
 NR0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0506
 NR0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0506
 NR0506.The geoid height was determined by GEOID03.
 NR0506
 NR0506;                    North         East     Units Scale Factor Converg.
 NR0506;SPC WYWC     -   264,867.845   670,451.727   MT  0.99999854   +0 35 12.8
 NR0506;UTM  13      - 4,751,718.055   264,177.917   MT  1.00028421   -1 57 57.1
 NR0506
 NR0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0506!SPC WYWC     -   0.99971293  x   0.99999854  =   0.99971147
 NR0506!UTM  13      -   0.99971293  x   1.00028421  =   0.99999706
 NR0506
 NR0506:                Primary Azimuth Mark                     Grid Az
 NR0506:SPC WYWC     -  GAS                                      195 54 54.6
 NR0506:UTM  13      -  GAS                                      198 28 04.5
 NR0506
 NR0506|---------------------------------------------------------------------|
 NR0506| PID    Reference Object                     Distance      Geod. Az  |
 NR0506|                                                           dddmmss.s |
 NR0506| NR0503 GAS                                 APPROX. 2.5 KM 1963007.4 |
 NR0506|---------------------------------------------------------------------|
 NR0506
 NR0506                          SUPERSEDED SURVEY CONTROL
 NR0506
 NR0506  NAD 83(1986)-  42 52 53.93150(N)    107 53 15.35593(W) AD(       ) 3
 NR0506  NAD 27      -  42 52 54.08309(N)    107 53 13.06163(W) AD(       ) 3
 NR0506  NGVD 29 (07/19/86) 1843.5    (m)         6048.     (f) VERT ANG       
 NR0506
 NR0506.Superseded values are not recommended for survey control.
 NR0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0506.See file dsdata.txt to determine how the superseded data were derived.
 NR0506
 NR0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH6417851718(NAD 83)
 NR0506_MARKER: DD = SURVEY DISK
 NR0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0506_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0506+STABILITY: SURFACE MOTION
 NR0506
 NR0506  HISTORY     - Date     Condition        Report By
 NR0506  HISTORY     - 1950     MONUMENTED       USGS
 NR0506
 NR0506                          STATION DESCRIPTION
 NR0506
 NR0506'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0506'LOCATED ABOUT 10.0 MI. S. AND 26.0 MI. E. OF RIVERTON, ON A N-S. RIDGE
 NR0506'IN THE EXTREME S. CENTER OF SEC. 29, T 34 N, R 92 W.
 NR0506'
 NR0506'TO REACH FROM RIVERTON POST OFFICE, DRIVE E. THREE (3) BLOCKS ON U.S.
 NR0506'HIGHWAY 320, TURN RIGHT (S.) ALONG U.S. HIGHWAY 320 FOR 1.15 MI. TO
 NR0506'Y-FORK JUST BEYOND BRIDGE OVER WIND RIVER, THENCE LEFT (SE.) ONTO
 NR0506'SANDRAW RD. FOR 1.3 MI. TO T-JUNCTION E., TURN LEFT (E.) ONTO OHIO
 NR0506'RD. 4.1 MI. TO Y-FORK, THENCE RIGHT (E.) KEEPING TO MAIN TRAVELED RD.
 NR0506'E. FOR 14.0 MI. TO T-JUNCTION S., THENCE LEFT (E.) 9.9 MI. TO Y-FORK
 NR0506'SE., TURN RIGHT (S. AND E.) FOR 2.3 MI. TO E-W. CROSS-TRAIL, THENCE S.
 NR0506'STRAIGHT AHEAD FOR 0.5 MI. TO MULTIPLE CROSS-TRAILS, PROCEED S.
 NR0506'STRAIGHT AHEAD 2.6 MI. TO E-W. CROSS-TRAIL, THENCE S. STRAIGHT AHEAD
 NR0506'0.3 MI. TO E-W. CROSS-TRAIL, TURN LEFT (E.) 1.0 MI. ACROSS VALLEY TO
 NR0506'TOP OF RIDGE AND STATION.  STATION LIES 128 FT. N. OF POINT WHERE RD.
 NR0506'REACHES TOP OF RIDGE.
 NR0506'
 NR0506'STATION MARK--STANDARD TABLET STAMPED ---WR DERRICK 1950 VABM 6048---,
 NR0506'SET IN TOP OF 6 IN. X 6 IN. CONCRETE POST PROJECTING 5 IN. ABOVE
 NR0506'GROUND.
 NR0506'
 NR0506'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0414 ***********************************************************************
 OV0414  DESIGNATION -  DEVIL
 OV0414  PID         -  OV0414
 OV0414  STATE/COUNTY-  WY/WASHAKIE
 OV0414  USGS QUAD   -  CASTLE GARDENS (1966)
 OV0414
 OV0414                         *CURRENT SURVEY CONTROL
 OV0414  ___________________________________________________________________
 OV0414* NAD 83(1993)-  43 55 32.42399(N)    107 34 27.73956(W)     ADJUSTED  
 OV0414* NAVD 88     -      1665.4    (meters)    5464.     (feet)  VERTCON   
 OV0414  ___________________________________________________________________
 OV0414  LAPLACE CORR-          11.01  (seconds)                    DEFLEC99
 OV0414  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 OV0414
 OV0414  HORZ ORDER  -  THIRD
 OV0414
 OV0414.The horizontal coordinates were established by classical geodetic methods
 OV0414.and adjusted by the National Geodetic Survey in January 1997..
 OV0414
 OV0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0414
 OV0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0414
 OV0414.The geoid height was determined by GEOID03.
 OV0414
 OV0414;                    North         East     Units Scale Factor Converg.
 OV0414;SPC WYEC     -   480,519.532   380,644.287   MT  0.99994211   -0 10 02.0
 OV0414;UTM  13      - 4,866,839.467   293,341.806   MT  1.00012530   -1 47 11.5
 OV0414
 OV0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0414!SPC WYEC     -   0.99974077  x   0.99994211  =   0.99968290
 OV0414!UTM  13      -   0.99974077  x   1.00012530  =   0.99986604
 OV0414
 OV0414:                Primary Azimuth Mark                     Grid Az
 OV0414:SPC WYEC     -  PRONG ET                                 299 25 05.5
 OV0414:UTM  13      -  PRONG ET                                 301 02 15.0
 OV0414
 OV0414|---------------------------------------------------------------------|
 OV0414| PID    Reference Object                     Distance      Geod. Az  |
 OV0414|                                                           dddmmss.s |
 OV0414| OV0416 PRONG ET                            APPROX.10.0 KM 2991503.5 |
 OV0414|---------------------------------------------------------------------|
 OV0414
 OV0414                          SUPERSEDED SURVEY CONTROL
 OV0414
 OV0414  NAD 83(1986)-  43 55 32.40825(N)    107 34 27.73263(W) AD(       ) 3
 OV0414  NAD 27      -  43 55 32.55087(N)    107 34 25.43727(W) AD(       ) 3
 OV0414  NGVD 29 (07/19/86) 1664.6    (m)         5461.     (f) VERT ANG       
 OV0414
 OV0414.Superseded values are not recommended for survey control.
 OV0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0414.See file dsdata.txt to determine how the superseded data were derived.
 OV0414
 OV0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ9334266839(NAD 83)
 OV0414_MARKER: DD = SURVEY DISK
 OV0414_SETTING: 80 = SET IN A BOULDER
 OV0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0414+STABILITY: SURFACE MOTION
 OV0414
 OV0414  HISTORY     - Date     Condition        Report By
 OV0414  HISTORY     - 1904     MONUMENTED       USGS
 OV0414
 OV0414                          STATION DESCRIPTION
 OV0414
 OV0414'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 OV0414'STATION IS LOCATED IN WASHAKIE COUNTY, WYOMING, ABOUT 7.5 MI. S. AND
 OV0414'6.5 MI. W. OF TEN SLEEP.
 OV0414'
 OV0414'TO REACH THE STATION FROM THE TEN SLEEP POST OFFICE, GO W. ABOUT 7.0
 OV0414'MI. (NEW HIGHWAY BEING CONSTRUCTED) TO JUNCTION OF OLD HIGHWAY TO
 OV0414'SW., GO 2.0 MI. TO REVERSE Y-RD. SE. (BLUEBANK ROAD), TURN
 OV0414'LEFT AND GO 1.1 MI. TO Y-RD. AND CATTLEGUARD RIGHT, TURN RIGHT FOR
 OV0414'4.1 MI. TO RD. FORK, KEEP LEFT FOR 3.35 MI. TO TRACK RD. RIGHT (SW.)
 OV0414'(OLD SEISMOGRAPH RD.), TURN RIGHT FOR 1.4 MI. TO FORK, KEEP RIGHT AND
 OV0414'FOLLOW RD. UP RIDGE TO THE TOP OF A VERY PROMINENT BUTTE, KNOWN
 OV0414'LOCALLY AS NORTH BUTTE, AND THE STATION ON THE SOUTHERN AND HIGHEST
 OV0414'TOP.
 OV0414'
 OV0414'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN BOULDER, STAMPED
 OV0414'---DEVIL ET 1966---.
 OV0414'
 OV0414'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0165 ***********************************************************************
 NS0165  DESIGNATION -  DEVILS GAP
 NS0165  PID         -  NS0165
 NS0165  STATE/COUNTY-  WY/FREMONT
 NS0165  USGS QUAD   -  DISHPAN BUTTE (1978)
 NS0165
 NS0165                         *CURRENT SURVEY CONTROL
 NS0165  ___________________________________________________________________
 NS0165* NAD 83(1993)-  42 38 49.65067(N)    108 14 42.26009(W)     ADJUSTED  
 NS0165* NAVD 88     -      2190.8    (meters)    7188.     (feet)  VERTCON   
 NS0165  ___________________________________________________________________
 NS0165  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 NS0165  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NS0165
 NS0165  HORZ ORDER  -  THIRD
 NS0165
 NS0165.The horizontal coordinates were established by classical geodetic methods
 NS0165.and adjusted by the National Geodetic Survey in January 1997..
 NS0165
 NS0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0165
 NS0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0165
 NS0165.The geoid height was determined by GEOID03.
 NS0165
 NS0165;                    North         East     Units Scale Factor Converg.
 NS0165;SPC WYWC     -   238,579.215   641,404.579   MT  0.99995858   +0 20 31.5
 NS0165;UTM  12      - 4,725,309.680   725,837.611   MT  1.00022753   +1 52 01.9
 NS0165
 NS0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0165!SPC WYWC     -   0.99965854  x   0.99995858  =   0.99961714
 NS0165!UTM  12      -   0.99965854  x   1.00022753  =   0.99988599
 NS0165
 NS0165:                Primary Azimuth Mark                     Grid Az
 NS0165:SPC WYWC     -  SANDRAW OIL STACK                        021 58 22.7
 NS0165:UTM  12      -  SANDRAW OIL STACK                        020 26 52.3
 NS0165
 NS0165|---------------------------------------------------------------------|
 NS0165| PID    Reference Object                     Distance      Geod. Az  |
 NS0165|                                                           dddmmss.s |
 NS0165| NS0153 SANDRAW OIL STACK                   APPROX.13.7 KM 0221854.2 |
 NS0165| NS0170 PASS                                APPROX. 6.0 KM 2120041.3 |
 NS0165|---------------------------------------------------------------------|
 NS0165
 NS0165                          SUPERSEDED SURVEY CONTROL
 NS0165
 NS0165  NAD 83(1986)-  42 38 49.63591(N)    108 14 42.26193(W) AD(       ) 3
 NS0165  NAD 27      -  42 38 49.78534(N)    108 14 39.90860(W) AD(       ) 3
 NS0165  NGVD 29 (07/19/86) 2189.7    (m)         7184.     (f) VERT ANG       
 NS0165
 NS0165.Superseded values are not recommended for survey control.
 NS0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0165.See file dsdata.txt to determine how the superseded data were derived.
 NS0165
 NS0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2583825310(NAD 83)
 NS0165_MARKER: DD = SURVEY DISK
 NS0165_SETTING: 0 = UNSPECIFIED SETTING
 NS0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0165
 NS0165  HISTORY     - Date     Condition        Report By
 NS0165  HISTORY     - 1949     MONUMENTED       USGS
 NS0165
 NS0165                          STATION DESCRIPTION
 NS0165
 NS0165'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 NS0165'STATION LOCATED ABOUT 30 MI. SE. OF LANDER WYOMING, 8 MI. SW. OF
 NS0165'SANDRAW. WYOMING, ON W. EDGE OF TREE COVERED RIDGE ON BEAVER RIM.
 NS0165'
 NS0165'TO REACH FROM POST OFFICE IN LANDER WYOMING GO S. 1 BLK. TO MAIN ST.
 NS0165'TURN LEFT AND GO SE.ON HIGHWAY 287 FOR 7.4 MI.TO JUNCTION OF SOUTH
 NS0165'PASS RD.TURN LEFT AND CONTINUE SE. ON U.S. HIGHWAY 287 FOR 25.9 MI. TO
 NS0165'TOP OF BEAVER RIM AND JUNCTION OF RD.N.TURN LEFT AND GO N.FOR 0.5 MI.
 NS0165'TO FENCE.  PASS THROUGH GATE AND GO N. FOR 1.2 MI. TO RD. FORK. TAKE
 NS0165'LEFT FORK -N.- FOR 1.8 MI. TO CROSSROADS.  TURN LEFT -W.- FOR 0.7 MI.
 NS0165'RD. FORK.  TAKE RIGHT FORK  - N. - FOR 0.3 MI.  TURN LEFT -NW.- UP
 NS0165'CANYON AND ALONG EDGE OF RIM FOR 0.9 MI. TO POINT OF RIM AND STATION.
 NS0165'
 NS0165'STATION MARK - STANDARD TABLET STAMPED ---DEVILS GAP 1949 SET IN THE
 NS0165'TOP OF A CONCRETE POST.
 NS0165'
 NS0165'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED ---DEVILS GAP
 NS0165'NO.1 1949---. SET IN A LIMESTONE BOULDER, 81.71 FT. S. OF STATION,
 NS0165'N 16 DEG 47 MIN E.
 NS0165'
 NS0165'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---DEVILS GAP
 NS0165'NO.2 1948---. SET IN OUTCROPPING LEDGE ROCK 18.52 FT. W. OF STATION,
 NS0165'N 89 DEG 05 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0523 ***********************************************************************
 PV0523  DESIGNATION -  DEVILS TOWER TOP CENTER
 PV0523  PID         -  PV0523
 PV0523  STATE/COUNTY-  WY/CROOK
 PV0523  USGS QUAD   -  DEVILS TOWER (1984)
 PV0523
 PV0523                         *CURRENT SURVEY CONTROL
 PV0523  ___________________________________________________________________
 PV0523* NAD 83(1993)-  44 35 25.94101(N)    104 42 54.65401(W)     ADJUSTED  
 PV0523* NAVD 88     -                                                        
 PV0523  ___________________________________________________________________
 PV0523  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 PV0523  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 PV0523
 PV0523  HORZ ORDER  -  THIRD
 PV0523
 PV0523.The horizontal coordinates were established by classical geodetic methods
 PV0523.and adjusted by the National Geodetic Survey in January 1998..
 PV0523
 PV0523
 PV0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0523
 PV0523.The geoid height was determined by GEOID03.
 PV0523
 PV0523;                    North         East     Units Scale Factor Converg.
 PV0523;SPC WY E     -   454,463.913   235,848.557   MT  0.99995330   +0 19 01.1
 PV0523;UTM  13      - 4,937,505.577   522,607.349   MT  0.99960628   +0 11 59.8
 PV0523
 PV0523                          SUPERSEDED SURVEY CONTROL
 PV0523
 PV0523  NAD 83(1993)-  44 35 25.94102(N)    104 42 54.65416(W) AD(       ) 4
 PV0523  NAD 83(1986)-  44 35 25.92883(N)    104 42 54.63799(W) AD(       ) 4
 PV0523  NAD 27      -  44 35 25.97400(N)    104 42 52.72900(W) AD(       ) 3
 PV0523
 PV0523.Superseded values are not recommended for survey control.
 PV0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0523.See file dsdata.txt to determine how the superseded data were derived.
 PV0523
 PV0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK2260737506(NAD 83)
 PV0523_MARKER: 55 = TOWER
 PV0523
 PV0523  HISTORY     - Date     Condition        Report By
 PV0523  HISTORY     - 1949     FIRST OBSERVED   CGS
 PV0523
 PV0523                          STATION DESCRIPTION
 PV0523
 PV0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0523'THE TOWER IS LOCATED A LITTLE WEST OF THE CENTER OF CROOK
 PV0523'COUNTY, WHICH LIES IN THE NORTHEAST CORNER OF WYOMING, 29
 PV0523'MILES NORTHWEST OF SUNDANCE, AND 33 MILES NORTHEAST OF MOORCROFT.
 PV0523'
 PV0523'THE TOWER RISES TO A HEIGHT OF 1,280 FEET FROM THE RIVER BED
 PV0523'AND SOME 865 FEET FROM ITS APPARENT BASE ON THE HILL TOP.
 PV0523'THE DIAMETER AT ITS BASE IS APPROXIMATELY 1,000 FEET, AND AT THE
 PV0523'TOP AVERAGES 275 FEET.
 PV0523'
 PV0523'THE POINT INTERSECTED WAS THE APPROXIMATE CENTER OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0662 ***********************************************************************
 NQ0662  DESIGNATION -  DEWEY
 NQ0662  PID         -  NQ0662
 NQ0662  STATE/COUNTY-  WY/CONVERSE
 NQ0662  USGS QUAD   -  ROOT CREEK (1964)
 NQ0662
 NQ0662                         *CURRENT SURVEY CONTROL
 NQ0662  ___________________________________________________________________
 NQ0662* NAD 83(1993)-  42 44 07.74562(N)    105 45 31.81739(W)     ADJUSTED  
 NQ0662* NAVD 88     -      2032.0    (meters)    6667.     (feet)  VERTCON   
 NQ0662  ___________________________________________________________________
 NQ0662  LAPLACE CORR-          -6.52  (seconds)                    DEFLEC99
 NQ0662  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NQ0662
 NQ0662  HORZ ORDER  -  SECOND
 NQ0662
 NQ0662.The horizontal coordinates were established by classical geodetic methods
 NQ0662.and adjusted by the National Geodetic Survey in January 1997..
 NQ0662
 NQ0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0662
 NQ0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0662
 NQ0662.The geoid height was determined by GEOID03.
 NQ0662
 NQ0662;                    North         East     Units Scale Factor Converg.
 NQ0662;SPC WY E     -   248,440.640   151,510.112   MT  0.99996642   -0 24 06.7
 NQ0662;UTM  13      - 4,731,720.676   437,883.548   MT  0.99964747   -0 30 53.9
 NQ0662
 NQ0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0662!SPC WY E     -   0.99968349  x   0.99996642  =   0.99964992
 NQ0662!UTM  13      -   0.99968349  x   0.99964747  =   0.99933107
 NQ0662
 NQ0662|---------------------------------------------------------------------|
 NQ0662| PID    Reference Object                     Distance      Geod. Az  |
 NQ0662|                                                           dddmmss.s |
 NQ0662| CP9159 DEWEY RM 3                            5.713 METERS 02044     |
 NQ0662| CP9158 DEWEY RM 2                            3.305 METERS 08552     |
 NQ0662| CP9157 DEWEY RM 1                            3.011 METERS 21256     |
 NQ0662| CP9156 DEWEY AZ MK                                        2415650.3 |
 NQ0662|---------------------------------------------------------------------|
 NQ0662
 NQ0662                          SUPERSEDED SURVEY CONTROL
 NQ0662
 NQ0662  NAD 83(1986)-  42 44 07.72797(N)    105 45 31.80262(W) AD(       ) 2
 NQ0662  NAD 27      -  42 44 07.84800(N)    105 45 29.80600(W) AD(       ) 2
 NQ0662  NGVD 29 (07/19/86) 2031.0    (m)         6663.     (f) VERT ANG       
 NQ0662
 NQ0662.Superseded values are not recommended for survey control.
 NQ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0662.See file dsdata.txt to determine how the superseded data were derived.
 NQ0662
 NQ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3788431721(NAD 83)
 NQ0662_MARKER: DD = SURVEY DISK
 NQ0662_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0662
 NQ0662  HISTORY     - Date     Condition        Report By
 NQ0662  HISTORY     - 1948     MONUMENTED       USGS
 NQ0662
 NQ0662                          STATION DESCRIPTION
 NQ0662
 NQ0662'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0662'STATION IS LOCATED IN T. 32 N., R. 74 W., ABOUT 19 MILES AIRLINE
 NQ0662'WEST-SOUTHWEST OF DOUGLAS, 10 MILES AIRLINE SOUTHEAST OF GLENROCK,
 NQ0662'7 MILES AIRLINE SOUTH OF NORTH PLATTE RIVER, ABOUT 40 FEET WEST
 NQ0662'OF FENCE LINE, ON HIGHEST POINT OF HIGHEST HILL OF A RANGE OF
 NQ0662'HILLS EXTENDING IN AN EAST AND WEST DIRECTION AND HAS A FEW
 NQ0662'SCATTERED PINE TREES ON IT.  THE STATION MARK IS A U.S.
 NQ0662'GEOLOGICAL SURVEY BRONZE DISK SET IN DRILL HOLE IN OUTCROPPING
 NQ0662'BEDROCK, PROJECTS 4 INCHES, AND STAMPED, DEWEY 1947.
 NQ0662'
 NQ0662'REFERENCE MARK NO. 1 IS A U.S.G.S. REFERENCE MARK SET IN A DRILL
 NQ0662'HOLE IN OUTCROPPING BEDROCK, ABOUT THE SAME ELEVATION AS STATION,
 NQ0662'PROJECTS 8 INCHES, AND STAMPED, DEWEY NO 1 1947.
 NQ0662'
 NQ0662'REFERENCE MARK NO. 2 IS A U.S.G.S. REFERENCE MARK SET IN A
 NQ0662'DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 6 INCHES LOWER THAN
 NQ0662'STATION, PROJECTS 6 INCHES, AND STAMPED, DEWEY NO 2 1947.
 NQ0662'
 NQ0662'REFERENCE MARK NO. 3 IS ABOUT 18 INCHES HIGHER THAN STATION,
 NQ0662'PROJECTS 16 INCHES, AND STAMPED, DEWEY NO 2 1947.
 NQ0662'
 NQ0662'REFERENCE MARK NO. 3 IS ABOUT 18 INCHES HIGHER THAN STATION,
 NQ0662'PROJECTS 16 INCHES, AND STAMPED, DEWEY NO 3 1948.
 NQ0662'
 NQ0662'AZIMUTH MARK IS LOCATED 30 PACES SOUTHEAST OF GATE, 3 PACES
 NQ0662'EAST OF FENCE LINE, PROJECTS 4 INCHES, AND STAMPED, DEWEY 1948.
 NQ0662'
 NQ0662'TO REACH FROM THE CAUTION LIGHT ON MAIN STREET IN GLENROCK, GO
 NQ0662'EAST ON U.S. HIGHWAY 20 AND 87 FOR 3.7 MILES TO AN OILED
 NQ0662'ROAD ON RIGHT.  TURN RIGHT AND GO 5.7 MILES TO FORKS AT A CATTLE
 NQ0662'GUARD.  CONTINUE STRAIGHT AHEAD (RIGHT FORK) FOR 4.2 MILES TO A
 NQ0662'WOODEN BRIDGE OVER CREEK.  CONTINUE FOR 0.6 MILE TO A GATE ON
 NQ0662'LEFT, JUST AFTER PASSING RANCH BUILDING ON RIGHT.  TURN LEFT,
 NQ0662'THROUGH GATE, AND GO 0.65 MILE TO GATE.  PASS THROUGH AND
 NQ0662'CONTINUE FOR 0.5 MILE TO GATE.  PASS THROUGH AND GO 0.1 MILE,
 NQ0662'PASSING JUST TO RIGHT OF BARN, THENCE ACROSS DRAW TO GATE
 NQ0662'AND AZIMUTH MARK AS DESCRIBED ABOVE.  PASS THROUGH GATE AND
 NQ0662'CONTINUE ON TRACK ROAD FOR 0.1 MILE TO FORKS.  KEEP LEFT
 NQ0662'FORK AND GO 0.5 MILE TO GATE.  PASS THROUGH AND CONTINUE ON
 NQ0662'ROAD FOR 0.45 MILE TO TOP OF A RIDGE, ABOUT 100 YARDS
 NQ0662'BEFORE REACHING A FENCE LINE.  LEAVE ROAD, TURNING RIGHT
 NQ0662'AND GO ACROSS COUNTRY ALONG SOUTH SIDE OF FENCE FOR 0.4
 NQ0662'MILE TO BASE OF HILL AND END OF TRUCK TRAVEL.  PACK SOUTHEAST
 NQ0662'UP TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A
 NQ0662'FIVE MINUTE PACK.
 NQ0662'
 NQ0662'NOTE--IT IS POSSIBLE TO DRIVE TO STATION WITH A FOUR WHEEL DRIVE
 NQ0662'VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0675 ***********************************************************************
 NQ0675  DESIGNATION -  DGHLC 1
 NQ0675  PID         -  NQ0675
 NQ0675  STATE/COUNTY-  WY/CONVERSE
 NQ0675  USGS QUAD   -  GLENROCK (1974)
 NQ0675
 NQ0675                         *CURRENT SURVEY CONTROL
 NQ0675  ___________________________________________________________________
 NQ0675* NAD 83(1993)-  42 52 27.24510(N)    105 46 47.77584(W)     ADJUSTED  
 NQ0675* NAVD 88     -      1571.     (meters)    5154.     (feet)  VERTCON   
 NQ0675  ___________________________________________________________________
 NQ0675  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 NQ0675  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 NQ0675
 NQ0675  HORZ ORDER  -  THIRD
 NQ0675
 NQ0675.The horizontal coordinates were established by classical geodetic methods
 NQ0675.and adjusted by the National Geodetic Survey in January 1997..
 NQ0675
 NQ0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0675
 NQ0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0675
 NQ0675.The geoid height was determined by GEOID03.
 NQ0675
 NQ0675;                    North         East     Units Scale Factor Converg.
 NQ0675;SPC WY E     -   263,865.654   149,894.474   MT  0.99996837   -0 25 02.2
 NQ0675;UTM  13      - 4,747,143.936   436,298.910   MT  0.99964992   -0 31 50.5
 NQ0675
 NQ0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0675!SPC WY E     -   0.99975590  x   0.99996837  =   0.99972427
 NQ0675!UTM  13      -   0.99975590  x   0.99964992  =   0.99940590
 NQ0675
 NQ0675:                Primary Azimuth Mark                     Grid Az
 NQ0675:SPC WY E     -  LAVA                                     006 25 43.4
 NQ0675:UTM  13      -  LAVA                                     006 32 31.7
 NQ0675
 NQ0675|---------------------------------------------------------------------|
 NQ0675| PID    Reference Object                     Distance      Geod. Az  |
 NQ0675|                                                           dddmmss.s |
 NQ0675| NQ0672 LAVA                                APPROX. 5.6 KM 0060041.2 |
 NQ0675|---------------------------------------------------------------------|
 NQ0675
 NQ0675                          SUPERSEDED SURVEY CONTROL
 NQ0675
 NQ0675  NAD 83(1986)-  42 52 27.22724(N)    105 46 47.75912(W) AD(       ) 3
 NQ0675  NAD 27      -  42 52 27.34650(N)    105 46 45.75826(W) AD(       ) 3
 NQ0675  NGVD 29 (07/19/86) 1570.     (m)         5151.     (f) VERT ANG       
 NQ0675
 NQ0675.Superseded values are not recommended for survey control.
 NQ0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0675.See file dsdata.txt to determine how the superseded data were derived.
 NQ0675
 NQ0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3629947144(NAD 83)
 NQ0675_MARKER: DD = SURVEY DISK
 NQ0675_SETTING: 0 = UNSPECIFIED SETTING
 NQ0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0675
 NQ0675  HISTORY     - Date     Condition        Report By
 NQ0675  HISTORY     - 1948     MONUMENTED       USGS
 NQ0675
 NQ0675                          STATION DESCRIPTION
 NQ0675
 NQ0675'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0675'TO REACH STATION FROM POST OFFICE AT GLENROCK, GO E. ON U.S. HIGHWAYS
 NQ0675'87 AND 20 FOR 7.3 MI. TO RD. LEADING TO WELCH STATION, STANOLIND TANK
 NQ0675'FARM, THENCE LEFT (NE.) 2.6 MI. TO RD. FORK, THENCE LEFT (N.) AROUND
 NQ0675'W. SIDE OF A HOUSE, 0.4 MI. TO WHERE RD. CURVES W., THENCE LEFT (W.)
 NQ0675'1.2 MI. TO RD. FORK, THENCE LEFT (SW.) 0.9 MI. (THE RD. CURVES IN
 NQ0675'THIS 0.9 MI. TO N.) TO RD. FORK ON N. BANK OF SAND CREEK, THENCE LEFT
 NQ0675'(W.) 0.5 MI. TO RD. FORK, THENCE RIGHT (NW.) 0.8 MI. TO TELEPHONE LINE
 NQ0675'AND PIPE LINE.  STATION IS 87 FT. S. OF INTERSECTION OF RD. AND PIPE
 NQ0675'LINE.
 NQ0675'
 NQ0675'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST 3 IN. ABOVE
 NQ0675'GROUND, STAMPED ---DGHLC-1, 1948---.
 NQ0675'
 NQ0675'REFERENCE MARK NO. 1--3/4 IN. PIPE 4 IN. ABOVE GROUND, 60.55 FT. E.
 NQ0675'OF STATION, S 78 DEG 31 MIN W, FROM
 NQ0675'STATION.
 NQ0675'
 NQ0675'REFERENCE MARK NO. 2--3/4 IN. PIPE 4 IN. ABOVE GROUND, 49.98 FT. S.
 NQ0675'OF STATION, N 20 DEG 24 MIN W, FROM
 NQ0675'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1180 ***********************************************************************
 MO1180  DESIGNATION -  DIAMOND
 MO1180  PID         -  MO1180
 MO1180  STATE/COUNTY-  WY/PLATTE
 MO1180  USGS QUAD   -  MC DONALD RANCH (1976)
 MO1180
 MO1180                         *CURRENT SURVEY CONTROL
 MO1180  ___________________________________________________________________
 MO1180* NAD 83(1993)-  41 43 02.69337(N)    105 03 34.95393(W)     ADJUSTED  
 MO1180* NAVD 88     -      1954.9    (meters)    6414.     (feet)  VERTCON   
 MO1180  ___________________________________________________________________
 MO1180  LAPLACE CORR-         -14.72  (seconds)                    DEFLEC99
 MO1180  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 MO1180
 MO1180  HORZ ORDER  -  THIRD
 MO1180
 MO1180.The horizontal coordinates were established by classical geodetic methods
 MO1180.and adjusted by the National Geodetic Survey in January 1997..
 MO1180
 MO1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1180
 MO1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1180
 MO1180.The geoid height was determined by GEOID03.
 MO1180
 MO1180;                    North         East     Units Scale Factor Converg.
 MO1180;SPC WY E     -   135,198.318   208,900.031   MT  0.99993847   +0 04 16.2
 MO1180;UTM  13      - 4,618,403.613   495,033.189   MT  0.99960030   -0 02 23.0
 MO1180
 MO1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1180!SPC WY E     -   0.99969561  x   0.99993847  =   0.99963409
 MO1180!UTM  13      -   0.99969561  x   0.99960030  =   0.99929603
 MO1180
 MO1180:                Primary Azimuth Mark                     Grid Az
 MO1180:SPC WY E     -  CABIN                                    308 53 41.2
 MO1180:UTM  13      -  CABIN                                    309 00 20.4
 MO1180
 MO1180|---------------------------------------------------------------------|
 MO1180| PID    Reference Object                     Distance      Geod. Az  |
 MO1180|                                                           dddmmss.s |
 MO1180| MO1181 CABIN                               APPROX. 5.3 KM 3085757.4 |
 MO1180|---------------------------------------------------------------------|
 MO1180
 MO1180                          SUPERSEDED SURVEY CONTROL
 MO1180
 MO1180  NAD 83(1986)-  41 43 02.67724(N)    105 03 34.95082(W) AD(       ) 3
 MO1180  NAD 27      -  41 43 02.77513(N)    105 03 33.04508(W) AD(       ) 3
 MO1180  NGVD 29 (07/19/86) 1954.0    (m)         6411.     (f) VERT ANG       
 MO1180
 MO1180.Superseded values are not recommended for survey control.
 MO1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1180.See file dsdata.txt to determine how the superseded data were derived.
 MO1180
 MO1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9503318404(NAD 83)
 MO1180
 MO1180  HISTORY     - Date     Condition        Report By
 MO1180  HISTORY     - UNK      MONUMENTED
 MO1180  HISTORY     - 1962     GOOD             USGS
 MO1180
 MO1180                          STATION DESCRIPTION
 MO1180
 MO1180'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (DRG)
 MO1180'STATION IS LOCATED ON THE E. EDGE OF A BRUSHY HILL, ABOUT 23 MI. S.
 MO1180'AND 5 MI. W. OF WHEATLANE.  IT IS ABOUT 2 MI. SW. OF THE DIAMOND
 MO1180'HOME RANCH HOUSE AND ABOUT 400 FT. E. OF THE HIGHEST PART OF THE HILL.
 MO1180'
 MO1180'TO REACH STATION FROM THE POST OFFICE AT CHUGWATER, GO S. ON U.S.
 MO1180'HIGHWAY 87 FOR 0.1 MI., THEN RIGHT 0.2 MI., THEN LEFT 0.4 MI. TO RD.
 MO1180'JUNCTION, TAKE RIGHT FORK, WHICH IS RD. TO DIAMOND HOME RANCH, THEN
 MO1180'9.3 MI. TO RD. JUNCTION, TAKE LEFT FORK, CONTINUE ON GRAVEL RD. PAST
 MO1180'SILOS, 3.1 MI. TO DIAMOND HOME RANCH, TAKE RIGHT FORK AT RANCH HOUSE
 MO1180'AND 0.8 MI. ON DIRT RD., THEN LEFT ON DIM RD. 1.3 MI. ALONG THE
 MO1180'FENCE LINE, CONTINUE S. ON DIM WINDING RD. FOR 1.5 MI. TO DESERTED
 MO1180'HOUSE, CONTINUE ON RD. FOR 0.5 MI., LEAVE DIM RD., CONTINUE E. 0.3
 MO1180'MI., THEN NE. 0.5 MI. ACROSS TOP OF BRUSHY RIDGE TO STATION.
 MO1180'
 MO1180'RECOVERED.
 MO1180'
 MO1180'STATION MARK--STANDARD TABLET, SET IN A ROCK OUTCROP, STAMPED
 MO1180'---DIAMOND 1951---.
 MO1180'
 MO1180'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN A ROCK
 MO1180'OUTCROP, 22.40 FT. FROM STATION, S 47 DEG 57 MIN W.
 MO1180'
 MO1180'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN A ROCK
 MO1180'OUTCROP, 31.40 FT. FROM STATION, N 44 DEG 09 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0418 ***********************************************************************
 OU0418  DESIGNATION -  DILTS
 OU0418  PID         -  OU0418
 OU0418  STATE/COUNTY-  WY/CONVERSE
 OU0418  USGS QUAD   -  ALTA CREEK (1984)
 OU0418
 OU0418                         *CURRENT SURVEY CONTROL
 OU0418  ___________________________________________________________________
 OU0418* NAD 83(1993)-  43 19 00.51885(N)    105 26 43.63121(W)     ADJUSTED  
 OU0418* NAVD 88     -      1551.3    (meters)    5090.     (feet)  VERTCON   
 OU0418  ___________________________________________________________________
 OU0418  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 OU0418  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 OU0418
 OU0418  HORZ ORDER  -  FIRST
 OU0418
 OU0418.The horizontal coordinates were established by classical geodetic methods
 OU0418.and adjusted by the National Geodetic Survey in January 1997..
 OU0418
 OU0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0418
 OU0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0418
 OU0418.The geoid height was determined by GEOID03.
 OU0418
 OU0418;                    North         East     Units Scale Factor Converg.
 OU0418;SPC WY E     -   312,885.678   177,386.034   MT  0.99994379   -0 11 28.5
 OU0418;UTM  13      - 4,796,093.403   463,878.927   MT  0.99961605   -0 18 20.2
 OU0418
 OU0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0418!SPC WY E     -   0.99975917  x   0.99994379  =   0.99970297
 OU0418!UTM  13      -   0.99975917  x   0.99961605  =   0.99937531
 OU0418
 OU0418:                Primary Azimuth Mark                     Grid Az
 OU0418:SPC WY E     -  DILTS AZ MK                              017 04 53.4
 OU0418:UTM  13      -  DILTS AZ MK                              017 11 45.1
 OU0418
 OU0418|---------------------------------------------------------------------|
 OU0418| PID    Reference Object                     Distance      Geod. Az  |
 OU0418|                                                           dddmmss.s |
 OU0418| CP9166 DILTS AZ MK                                        0165324.9 |
 OU0418| OU0417 DILTS WM PIPE                         5.039 METERS 05752     |
 OU0418| OU0416 DILTS CAIRN                           7.600 METERS 06304     |
 OU0418| CP9167 DILTS RM 1                            7.080 METERS 07225     |
 OU0418| CP9168 DILTS RM 2                           13.923 METERS 23119     |
 OU0418| CQ4190 TARGET UNIDENTIFIED                                31026     |
 OU0418|---------------------------------------------------------------------|
 OU0418
 OU0418                          SUPERSEDED SURVEY CONTROL
 OU0418
 OU0418  NAD 83(1986)-  43 19 00.49967(N)    105 26 43.61157(W) AD(       ) 1
 OU0418  NAD 27      -  43 19 00.61500(N)    105 26 41.65600(W) AD(       ) 1
 OU0418  NGVD 29 (07/19/86) 1550.5    (m)         5087.     (f) VERT ANG       
 OU0418
 OU0418.Superseded values are not recommended for survey control.
 OU0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0418.See file dsdata.txt to determine how the superseded data were derived.
 OU0418
 OU0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6387996093(NAD 83)
 OU0418_MARKER: DS = TRIANGULATION STATION DISK
 OU0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0418
 OU0418  HISTORY     - Date     Condition        Report By
 OU0418  HISTORY     - 1955     MONUMENTED       CGS
 OU0418
 OU0418                          STATION DESCRIPTION
 OU0418
 OU0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0418'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF BILL POST OFFICE
 OU0418'AND 4 MILES WEST OF STATE HIGHWAY 59, ON THE SUMMIT OF A PROMINENT
 OU0418'GRASS-COVERED KNOLL WHICH SLOPES GRADUALLY TO THE NORTH AND
 OU0418'DROPS SHARPLY TO THE SOUTH INTO THE CHEYENNE RIVER VALLEY.  IT
 OU0418'IS IN THE APPROXIMATE NE 1/4 OF SEC. 36., T 39 N., R 72 W., AND
 OU0418'25 FEET WEST OF A CAIRN WHICH IS ABOUT 3 FEET IN DIAMETER BY
 OU0418'4 FEET IN HEIGHT.
 OU0418'
 OU0418'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND 16 WITH
 OU0418'STATE HIGHWAY 59 ON THE EAST EDGE OF GILLETTE, DRIVE SOUTH ON
 OU0418'STATE HIGHWAY 59 FOR 65.0 MILES TO A BLADED CROSS ROAD AT THE
 OU0418'SUMMIT OF AN EAST-WEST RIDGE.  CONTINUE SOUTH ON STATE HIGHWAY
 OU0418'59 FOR 4.5 MILES TO A GATE AND DIM TRACK ROAD RIGHT.  TURN
 OU0418'RIGHT, PASS THROUGH GATE, AND DRIVE WEST FOR 2.0 MILE TO
 OU0418'Y-FORKS.  KEEP LEFT FORK AND FOLLOW OLD TRACK ROAD WEST-SOUTHWEST
 OU0418'FOR 2.2 MILES TO THE AZIMUTH MARK 0.1 MILE SOUTH OF ROAD.
 OU0418'CONTINUE WEST-SOUTHWEST ON TRACK ROAD FOR 0.6 MILE TO GATE IN
 OU0418'EAST-WEST FENCE.  TURN LEFT THROUGH GATE AND DRIVE SOUTH 0.3
 OU0418'MILE TO WEST SIDE OF A RESERVOIR.  CONTINUE TRACK ROAD SOUTH
 OU0418'UP HILL FOR 1.0 MILE TO THE SOUTH SUMMIT OF HILL AND STATION.
 OU0418'
 OU0418'SURFACE-STATION MARK IS A STANDARD STATION MARK DISK STAMPED
 OU0418'DILTS 1955.  IT IS SET IN THE TOP OF A CONCRETE POST WHICH IS
 OU0418'10 INCHES SQUARE AND PROJECTS 6 INCHES ABOVE THE SURFACE OF
 OU0418'THE GROUND.
 OU0418'
 OU0418'UNDERGROUND-STATION MARK IS A STANDARD STATION MARK DISK STAMPED
 OU0418'DILTS 1955.  IT IS SET IN A MASS OF CONCRETE 36 INCHES BELOW
 OU0418'THE SURFACE OF THE GROUND, ITS CENTER BEING PLUMB WITH THE CENTER
 OU0418'OF THE SURFACE-STATION MARK.
 OU0418'
 OU0418'REFERENCE MARK 1, STAMPED DILTS NO 1 1955, IS A STANDARD
 OU0418'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 OU0418'10 INCHES SQUARE AND PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE
 OU0418'OF THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 OU0418'MARK AND 4 FEET SOUTH OF THE CAIRN.
 OU0418'
 OU0418'REFERENCE MARK 2, STAMPED DILTS NO 2 1955, IS A STANDARD
 OU0418'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS
 OU0418'10 INCHES SQUARE AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE
 OU0418'OF THE GROUND.  IT IS ABOUT 18 INCHES LOWER IN ELEVATION THAN
 OU0418'THE STATION MARK.
 OU0418'
 OU0418'AZIMUTH MARK, STAMPED DILTS 1955, IS A STANDARD DISK SET IN
 OU0418'THE TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE AND
 OU0418'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 OU0418'IS LOCATED ON THE WEST END OF A LOW EAST-WEST RIDGE AND 18
 OU0418'INCHES WEST OF A STANDARD WITNESS POST.
 OU0418'
 OU0418'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0416 ***********************************************************************
 OU0416  DESIGNATION -  DILTS CAIRN
 OU0416  PID         -  OU0416
 OU0416  STATE/COUNTY-  WY/CONVERSE
 OU0416  USGS QUAD   -  ALTA CREEK (1984)
 OU0416
 OU0416                         *CURRENT SURVEY CONTROL
 OU0416  ___________________________________________________________________
 OU0416* NAD 83(1993)-  43 19 00.63039(N)    105 26 43.33050(W)     ADJUSTED  
 OU0416* NAVD 88     -      1552.     (meters)    5092.     (feet)  SCALED    
 OU0416  ___________________________________________________________________
 OU0416  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 OU0416  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 OU0416
 OU0416  HORZ ORDER  -  SECOND
 OU0416
 OU0416.The horizontal coordinates were established by classical geodetic methods
 OU0416.and adjusted by the National Geodetic Survey in January 1997..
 OU0416
 OU0416.The orthometric height was scaled from a topographic map.
 OU0416
 OU0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0416
 OU0416.The geoid height was determined by GEOID03.
 OU0416
 OU0416;                    North         East     Units Scale Factor Converg.
 OU0416;SPC WY E     -   312,889.097   177,392.821   MT  0.99994378   -0 11 28.3
 OU0416;UTM  13      - 4,796,096.807   463,885.719   MT  0.99961604   -0 18 19.9
 OU0416
 OU0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0416!SPC WY E     -   0.99975909  x   0.99994378  =   0.99970288
 OU0416!UTM  13      -   0.99975909  x   0.99961604  =   0.99937522
 OU0416
 OU0416                          SUPERSEDED SURVEY CONTROL
 OU0416
 OU0416  NAD 83(1986)-  43 19 00.61121(N)    105 26 43.31086(W) AD(       ) 2
 OU0416  NAD 27      -  43 19 00.72600(N)    105 26 41.35500(W) AD(       ) 2
 OU0416
 OU0416.Superseded values are not recommended for survey control.
 OU0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0416.See file dsdata.txt to determine how the superseded data were derived.
 OU0416
 OU0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6388696097(NAD 83)
 OU0416_MARKER: 72 = CAIRN
 OU0416
 OU0416  HISTORY     - Date     Condition        Report By
 OU0416  HISTORY     - 1955     FIRST OBSERVED   CGS
 OU0416
 OU0416                          STATION DESCRIPTION
 OU0416
 OU0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OU0416'STATION DILTS IS LOCATED ABOUT 11 MILES NORTHWEST OF BILL POST OFFICE
 OU0416'AND 4 MILES WEST OF STATE HIGHWAY 59, ON THE SUMMIT OF A PROMINENT
 OU0416'GRASS-COVERED KNOLL WHICH SLOPES GRADUALLY TO THE NORTH AND
 OU0416'DROPS SHARPLY TO THE SOUTH INTO THE CHEYENNE RIVER VALLEY.  IT
 OU0416'IS IN THE APPROXIMATE NE 1/4 OF SEC. 36., T 39 N., R 72 W., AND
 OU0416'25 FEET WEST OF A CAIRN WHICH IS ABOUT 3 FEET IN DIAMETER BY
 OU0416'4 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0527 ***********************************************************************
 NQ0527  DESIGNATION -  DINNER
 NQ0527  PID         -  NQ0527
 NQ0527  STATE/COUNTY-  WY/NIOBRARA
 NQ0527  USGS QUAD   -  KEELINE (1970)
 NQ0527
 NQ0527                         *CURRENT SURVEY CONTROL
 NQ0527  ___________________________________________________________________
 NQ0527* NAD 83(1993)-  42 52 15.84302(N)    104 51 03.72408(W)     ADJUSTED  
 NQ0527* NAVD 88     -      2002.     (meters)    6568.     (feet)  SCALED    
 NQ0527  ___________________________________________________________________
 NQ0527  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 NQ0527  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 NQ0527
 NQ0527  HORZ ORDER  -  FIRST
 NQ0527
 NQ0527.The horizontal coordinates were established by classical geodetic methods
 NQ0527.and adjusted by the National Geodetic Survey in January 1997..
 NQ0527
 NQ0527.The orthometric height was scaled from a topographic map.
 NQ0527
 NQ0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0527
 NQ0527.The geoid height was determined by GEOID03.
 NQ0527
 NQ0527;                    North         East     Units Scale Factor Converg.
 NQ0527;SPC WY E     -   263,379.700   225,789.101   MT  0.99994568   +0 12 53.1
 NQ0527;UTM  13      - 4,746,507.985   512,167.293   MT  0.99960182   +0 06 04.9
 NQ0527
 NQ0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0527!SPC WY E     -   0.99968844  x   0.99994568  =   0.99963414
 NQ0527!UTM  13      -   0.99968844  x   0.99960182  =   0.99929038
 NQ0527
 NQ0527|---------------------------------------------------------------------|
 NQ0527| PID    Reference Object                     Distance      Geod. Az  |
 NQ0527|                                                           dddmmss.s |
 NQ0527| CP9170 DINNER RM 1                           3.303 METERS 08638     |
 NQ0527| CP9171 DINNER RM 2                           5.758 METERS 16528     |
 NQ0527| CP9169 DINNER AZ MK                                       1711834.0 |
 NQ0527|---------------------------------------------------------------------|
 NQ0527
 NQ0527                          SUPERSEDED SURVEY CONTROL
 NQ0527
 NQ0527  NAD 83(1986)-  42 52 15.82054(N)    104 51 03.71209(W) AD(       ) 1
 NQ0527  NAD 27      -  42 52 15.93900(N)    104 51 01.83600(W) AD(       ) 1
 NQ0527
 NQ0527.Superseded values are not recommended for survey control.
 NQ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0527.See file dsdata.txt to determine how the superseded data were derived.
 NQ0527
 NQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH1216746508(NAD 83)
 NQ0527_MARKER: DS = TRIANGULATION STATION DISK
 NQ0527_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0527
 NQ0527  HISTORY     - Date     Condition        Report By
 NQ0527  HISTORY     - 1938     MONUMENTED       CGS
 NQ0527  HISTORY     - 1963     GOOD             CGS
 NQ0527
 NQ0527                          STATION DESCRIPTION
 NQ0527
 NQ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 NQ0527'STATION IS LOCATED ON THE HIGHEST AND WESTERNMOST OF SEVERAL
 NQ0527'SMALL POINTS WHICH MAKE UP THE TOP OF A HILL, ABOUT 8-1/2
 NQ0527'MILES NE OF SHAWNEE, AND ABOUT 9.2 MILES NW OF KEELINE.
 NQ0527'
 NQ0527'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 NQ0527'IN OUTCROPPING BEDROCK AS DESCRIBED.  REFERENCE
 NQ0527'MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS
 NQ0527'DESCRIBED.  AZIMUTH MARK IS A STANDARD BRONZE DISK
 NQ0527'SET IN CONCRETE AS DESCRIBED.
 NQ0527'
 NQ0527'STATION IS REACHED AS FOLLOWS--FROM KEELINE GO W, ON U.S. HIGHWAY
 NQ0527'20, 3.1 MILES TO A CROSS ROAD AT A SIGN (WONDERFUL WYOMING,
 NQ0527'SPANISH DIGGINGS, 11 MILES) AT THIS SIGN TURN RIGHT, N, ON A
 NQ0527'GRADED DIRT ROAD FOR 1.0 MILE TO A SHORT LEFT JOG IN THE ROAD
 NQ0527'CONTINUE ON N, 2.0 MILE TO A LEFT TURN IN THE ROAD, THEN TURN
 NQ0527'LEFT FOR A MILE TO WHERE THE MAIN ROAD TURNS N, TURN RIGHT,
 NQ0527'N, FOR 2.7 MILES TO A LEFT TURN IN THE ROAD, TURN LEFT AND GO
 NQ0527'0.55 MILE TO A RIGHT TURN, TURN RIGHT, N, AND GO 0.1 MILE
 NQ0527'TO A FORK IN THE ROAD (THE MAIN-TRAVELED ROAD IS ON THE LEFT
 NQ0527'FORK) TAKE RIGHT FORK N, AND GO 1.2 MILES TO A GROUP OF
 NQ0527'BUTTES ON THE W SIDE OF THE ROAD, THE STATION IS ABOUT 0.3
 NQ0527'MILE W OF THE ROAD ON THE TOP OF THE HILL BEYOND THE FIRST
 NQ0527'RIDGE.  TURN LEFT OFF ROAD AND GO AROUND S END OF HILL TO A
 NQ0527'DRAW GOING UP HILL, GO UP DRAW TO NW END OF HILL, TRUCK CAN
 NQ0527'BE DRIVEN TO WITHIN 50 YARDS OF STATION.
 NQ0527'
 NQ0527'AZIMUTH IS 01.2 MILE S OF STATION ON THE E EDGE OF THE ROAD.
 NQ0527'
 NQ0527'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 NQ0527
 NQ0527                          STATION RECOVERY (1963)
 NQ0527
 NQ0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 NQ0527'STATION FOUND AS DESCRIBED.  ALL MARKS FOUND AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0341 ***********************************************************************
 OW0341  DESIGNATION -  DINWOODY
 OW0341  PID         -  OW0341
 OW0341  STATE/COUNTY-  WY/FREMONT
 OW0341  USGS QUAD   -  HAYS PARK (1991)
 OW0341
 OW0341                         *CURRENT SURVEY CONTROL
 OW0341  ___________________________________________________________________
 OW0341* NAD 83(1993)-  43 17 08.84643(N)    109 29 59.11866(W)     ADJUSTED  
 OW0341* NAVD 88     -      3540.4    (meters)   11615.     (feet)  VERTCON   
 OW0341  ___________________________________________________________________
 OW0341  LAPLACE CORR-         -12.59  (seconds)                    DEFLEC99
 OW0341  GEOID HEIGHT-          -7.66  (meters)                     GEOID03
 OW0341
 OW0341  HORZ ORDER  -  THIRD
 OW0341
 OW0341.The horizontal coordinates were established by classical geodetic methods
 OW0341.and adjusted by the National Geodetic Survey in January 1997..
 OW0341
 OW0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0341
 OW0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0341
 OW0341.The geoid height was determined by GEOID03.
 OW0341
 OW0341;                    North         East     Units Scale Factor Converg.
 OW0341;SPC WYWC     -   309,674.831   539,152.041   MT  0.99998303   -0 30 50.7
 OW0341;UTM  12      - 4,793,644.858   621,715.072   MT  0.99978224   +1 01 43.5
 OW0341
 OW0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0341!SPC WYWC     -   0.99944631  x   0.99998303  =   0.99942935
 OW0341!UTM  12      -   0.99944631  x   0.99978224  =   0.99922867
 OW0341
 OW0341|---------------------------------------------------------------------|
 OW0341| PID    Reference Object                     Distance      Geod. Az  |
 OW0341|                                                           dddmmss.s |
 OW0341| CP4828 DIMWOODY RM 1                        13.955 METERS 05043     |
 OW0341| CP4829 DINWOODY RM 1                        14.190 METERS 17136     |
 OW0341| CP4827 DINWOODY AZ MK                                     2220308.2 |
 OW0341|---------------------------------------------------------------------|
 OW0341
 OW0341                          SUPERSEDED SURVEY CONTROL
 OW0341
 OW0341  NAD 83(1986)-  43 17 08.83441(N)    109 29 59.10886(W) AD(       ) 3
 OW0341  NAD 27      -  43 17 08.98600(N)    109 29 56.57200(W) AD(       ) 3
 OW0341  NGVD 29 (11/06/89) 3538.9    (m)        11611.     (f) VERT ANG       
 OW0341
 OW0341.Superseded values are not recommended for survey control.
 OW0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0341.See file dsdata.txt to determine how the superseded data were derived.
 OW0341
 OW0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN2171593645(NAD 83)
 OW0341_MARKER: DD = SURVEY DISK
 OW0341_SETTING: 0 = UNSPECIFIED SETTING
 OW0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0341
 OW0341  HISTORY     - Date     Condition        Report By
 OW0341  HISTORY     - UNK      MONUMENTED       USGS
 OW0341  HISTORY     - 1936     GOOD             USGS
 OW0341  HISTORY     - 1948     GOOD             USGS
 OW0341
 OW0341                          STATION DESCRIPTION
 OW0341
 OW0341'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 OW0341'ABOUT 7 MILES EAST AND 17 MILES SOUTH OF DUBOIS, 2 MILES WEST
 OW0341'OF INDIAN RESERVATION LINE, ON DIVIDE BETWEEN DRY AND DINWOODY
 OW0341'CREEKS, ON HIGHEST POINT OF LONG HOGBACK ROCKY RIDGE.  STATION
 OW0341'RIDGE APPEARS SMOOTH FROM EAST, RUNS NEARLY NORTH AND SOUTH WITH
 OW0341'EASY SLOPES, AND REACHES ITS HIGHEST POINT AT STATION.  WEST
 OW0341'OF STATION IS SADDLE, AND 1/2 MILE WEST IS 200-FOOT HIGHER ROUGH
 OW0341'RIDGE.  STATION IS 1 FOOT EAST OF EAST EDGE OF 5-FOOT CAIRN,
 OW0341'AND 150 YARDS SOUTH OF GRANITE OUTCROP OF NEARLY SAME
 OW0341'ELEVATION.  TO REACH FROM SACAJAWEA LODGE ON DINWOODY CREEK, AND
 OW0341'ON U.S.  HIGHWAY 6.7 MILES NORTHWEST FROM BURRIS POST
 OW0341'OFFICE, FOLLOW U.S. HIGHWAY 287 SOUTHEAST 0.4 MILE TO SIGN
 OW0341'PHILLIPS, WILDERNESS LODGE 5 MI.  LEAVE HIGHWAY, TURN BACK TO
 OW0341'RIGHT AND FOLLOW PHILLIPS PLAIN WELL-TRAVELED ROAD
 OW0341'SOUTHWESTERLY UP TOWARDS MOUNTAINS 1.3 MILES.  CROSS
 OW0341'PLANK BRIDGE OVER LARGE CANAL AND CONTINUE SOUTHERLY 1.6
 OW0341'MILES.  TAKE LEFT FORK AND FOLLOW MAIN-TRAVELED ROAD
 OW0341'SOUTH AND SOUTHWEST ALONG EAST SIDE OF LAKES 2.2 MILES TO
 OW0341'PHILLIPS RANCH BUILDINGS AND LODGE AT SOUTH END OF LAKE, AND
 OW0341'END OF TRUCK TRAVEL.  STATION IS VISIBLE FROM LODGE
 OW0341'S 36 DEG W ON SMOOTH RIDGE TO
 OW0341'RIGHT OF AND BEYOND CLIFFS. PICK UP TRAIL AT FENCE CORNER 1/4
 OW0341'MILE SOUTH OF LODGE, AND FOLLOW PLAIN TRAIL SOUTH UP STEEP SLOPE
 OW0341'TO SADDLE, THENCE TO RIGHT (WESTERLY) ALONG OR NEAR CREST OF
 OW0341'RIDGE UP TOWARD STATION.  PICK UP PLAIN TRAIL THROUGH OLD BARN
 OW0341'AND CONTINUE UP CREST OF RIDGE, FOLLOWING CLOSELY ABOVE DINWOODY
 OW0341'CANYON CLIFFS TO LARGE CAIRN.  GO THROUGH NARROW PASS IN ROCKS
 OW0341'AND ACROSS SADDLE.  PICK UP TRAIL AT WEST SIDE OF MAIN SADDLE
 OW0341'AND FOLLOW TRAIL MARKED BY PILES OF ROCKS WESTERLY UP STATION
 OW0341'RIDGE TO NORTH-SOUTH RIDGE CREST WHERE THERE ARE TWO RAMS
 OW0341'HORNS ON TRAIL.  LEAVE TRAIL, TURN LEFT AND FOLLOW RIDGE SOUTH
 OW0341'TO TOP AND HIGHEST POINT, ABOUT 1/2 MILE SOUTH OF RAMS HORNS
 OW0341'AND MARKED TRAIL.
 OW0341'HORSE PACK REQUIRES ABOUT 4-1/2 HOURS.  STATION MARK IS
 OW0341'U.S. GEOLOGICAL SURVEY ALUMINUM DISK, STAMPED 11598 VA SET
 OW0341'IN ROCK.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 OW0341'OUTCROPPING BEDROCK.  NO. 1 IS 13.955 METERS (45.78
 OW0341'FEET) NORTHEAST OF STATION N 50 DEG 42 MIN E.  NO.
 OW0341'2 IS 14.190 METERS (46.56 FEET) SOUTH S 08 DEG 24 MIN E.
 OW0341'AZIMUTH MARK IS ON SMALL ROCK LEDGE, APPROXIMATELY
 OW0341'0.5 MILE SOUTHWEST OF STATION S 42 DEG 03 MIN W.
 OW0341
 OW0341                          STATION RECOVERY (1948)
 OW0341
 OW0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OW0341'LOCATED ABOUT 16 MI. S. AND 7 MI. E. OF DUBOIS, ABOUT 2 MI. W. OF THE
 OW0341'E. BOUNDARY OF WASHAKIE NATIONAL FOREST, ABOUT 3 MI. NE. OF INK WELLS
 OW0341'CAMP, ABOUT 0.5 MI. N. OF DRY CREEK TRAIL AT POINT WHERE TRAIL GOES
 OW0341'OVER PASS ON HORSE RIDGE, IN SEC. 31, T 39 N, R 105 W.
 OW0341'
 OW0341'TO REACH FROM LANDER, WYOMING, FOLLOW HIGHWAY 287 NW. 52 MI. TO BURRIS
 OW0341'SERVICE STATION THEN CONTINUE 1.5 MI. ON HIGHWAY TO SIGN ON LEFT
 OW0341'READING --HIDDEN VALLEY RANCH--.  TURN LEFT AND FOLLOW TRAIL 2 MI. TO
 OW0341'FORK AND TWO SIGNS --HIDDEN VALLEY RANCH-- TO LEFT AND --GANNETT PEAK
 OW0341'CAMP-- TO RIGHT.  TAKE RIGHT FORK 9 MI. TO END OF TRUCK TRAIL.  FROM
 OW0341'THIS POINT TAKE PACK TRAIL STARTING SE. THROUGH TIMBER ABOUT 3/4 MI.
 OW0341'TO CLEARING THEN W. ABOUT 0.5 MI. TO GATE IN FENCE (E. BOUNDARY OF
 OW0341'WASHAKIE NATIONAL FOREST).  CONTINUE ON TRAIL ABOUT 2 MI. TO PASS
 OW0341'OVER HORSE RIDGE.  STATION IS TO RIGHT (N.) OF TRAIL ABOUT 0.5 MI.
 OW0341'NEAR CENTER OF KNOLL.
 OW0341'
 OW0341'STATION MARK--ALUMINUM USGS TABLET STAMPED ELEVATION 11589 FT.,
 OW0341'CEMENTED IN ROCK.
 OW0341'
 OW0341'REFERENCE MARKS--USC AND GS TABLETS CEMENTED IN ROCK.
 OW0341'
 OW0341'REFERENCE MARK NO. 1--STAMPED---DINWOODY 1936 NO. 1---, IS 45.76 FT.
 OW0341'N. OF STATION IN TRUE AZIMUTH.
 OW0341'
 OW0341'REFERENCE MARK NO. 2--STAMPED---DINWOODY 1936 NO. 2---, IS 46.59 FT.
 OW0341'E. OF STATION IN TRUE AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0305 ***********************************************************************
 OW0305  DESIGNATION -  DIPPER
 OW0305  PID         -  OW0305
 OW0305  STATE/COUNTY-  WY/HOT SPRINGS
 OW0305  USGS QUAD   -  SOAPY DALE PEAK (1991)
 OW0305
 OW0305                         *CURRENT SURVEY CONTROL
 OW0305  ___________________________________________________________________
 OW0305* NAD 83(1993)-  43 53 34.37108(N)    108 53 08.86115(W)     ADJUSTED  
 OW0305* NAVD 88     -      2405.2    (meters)    7891.     (feet)  VERTCON   
 OW0305  ___________________________________________________________________
 OW0305  LAPLACE CORR-         -18.71  (seconds)                    DEFLEC99
 OW0305  GEOID HEIGHT-         -10.50  (meters)                     GEOID03
 OW0305
 OW0305  HORZ ORDER  -  THIRD
 OW0305
 OW0305.The horizontal coordinates were established by classical geodetic methods
 OW0305.and adjusted by the National Geodetic Survey in January 1997..
 OW0305
 OW0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0305
 OW0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0305
 OW0305.The geoid height was determined by GEOID03.
 OW0305
 OW0305;                    North         East     Units Scale Factor Converg.
 OW0305;SPC WYWC     -   376,856.892   589,089.524   MT  0.99993896   -0 05 38.9
 OW0305;UTM  12      - 4,862,148.115   669,810.743   MT  0.99995467   +1 27 58.2
 OW0305
 OW0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0305!SPC WYWC     -   0.99962464  x   0.99993896  =   0.99956362
 OW0305!UTM  12      -   0.99962464  x   0.99995467  =   0.99957932
 OW0305
 OW0305:                Primary Azimuth Mark                     Grid Az
 OW0305:SPC WYWC     -  ENOS 2                                   268 54 07.3
 OW0305:UTM  12      -  ENOS 2                                   267 20 30.2
 OW0305
 OW0305|---------------------------------------------------------------------|
 OW0305| PID    Reference Object                     Distance      Geod. Az  |
 OW0305|                                                           dddmmss.s |
 OW0305| OW0306 ENOS 2                              APPROX. 5.9 KM 2684828.4 |
 OW0305|---------------------------------------------------------------------|
 OW0305
 OW0305                          SUPERSEDED SURVEY CONTROL
 OW0305
 OW0305  NAD 83(1986)-  43 53 34.36039(N)    108 53 08.85431(W) AD(       ) 3
 OW0305  NAD 27      -  43 53 34.52517(N)    108 53 06.38922(W) AD(       ) 3
 OW0305  NGVD 29 (07/19/86) 2404.0    (m)         7887.     (f) VERT ANG       
 OW0305
 OW0305.Superseded values are not recommended for survey control.
 OW0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0305.See file dsdata.txt to determine how the superseded data were derived.
 OW0305
 OW0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6981162148(NAD 83)
 OW0305_MARKER: DD = SURVEY DISK
 OW0305_SETTING: 66 = SET IN ROCK OUTCROP
 OW0305_SP_SET: SET IN ROCK OUTCROP
 OW0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0305+STABILITY: POSITION/ELEVATION WELL
 OW0305
 OW0305  HISTORY     - Date     Condition        Report By
 OW0305  HISTORY     - 1954     MONUMENTED       USGS
 OW0305
 OW0305                          STATION DESCRIPTION
 OW0305
 OW0305'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0305'STATION LOCATED APPROXIMATELY 18 MI. SSW. FROM MEETEETSE, WYOMING ON A
 OW0305'PEAK OF THE DIVIDE BETWEEN ENOS CREEK AND GRASS CREEK, 2.4 MI. S. OF A
 OW0305'L.U. SHEEP CO. COW CAMP, KNOWN LOCALLY AS ---THE DIPPER---, ON ENOS
 OW0305'CREEK, IN SEC. 5 T. 45 N., R. 100 W.
 OW0305'
 OW0305'TO REACH FROM POST OFFICE AT MEETEETSE, GO SE. ON STATE HIGHWAY 120
 OW0305'16.4 MI. AND GO RIGHT -WESTERLY- ON A GRAVELED RD. 5.3 MI. TO THE L.U.
 OW0305'SHEEP COMPANY STORE NEAR THE CONFLUENCE OF ENOS CREEK AND GOOSEBERRY
 OW0305'CREEK, TURN LEFT FOR 3.4 MI. ON A RD. WHICH CLOSELY FOLLOWS ENOS CREEK
 OW0305'TO A FOUR WAY INTERSECTION OF RDS., GO RIGHT WSW. ON RD. ALONG ENOS
 OW0305'CREEK 7.9 MI. TO A COW CAMP CALLED ---THE DIPPER---, AND LEFT
 OW0305'-SOUTHERLY- ON RD. UP A LONG RIDGE WHICH SLOPES DOWN FROM THE CREST OF
 OW0305'THE MAIN DIVIDE.  THE STATION CAN BE REACHED IN A FOUR-WHEEL DRIVE
 OW0305'VEHICLE UP THE RIDGE.  THE TOTAL DISTANCE FROM THE COW CAMP TO STATION
 OW0305'IS 2.4 MI.
 OW0305'
 OW0305'STATION MARK - STANDARD TABLET STAMPED ---DIPPER 1954--- CEMENTED IN
 OW0305'ROCK.
 OW0305'
 OW0305'REFERENCE MARK NO.1 - STANDARD TABLET STAMPED --- DIPPER 1954 RM 1 ---
 OW0305'CEMENTED IN ROCK 77.09 FT., N 48 DEG 47 MIN W.
 OW0305'
 OW0305'REFERENCE MARK NO.2 - STANDARD TABLET STAMPED --- DIPPER 1954 RM 2 ---
 OW0305'CEMENTED IN ROCK 60.53 FT., N 18 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0529 ***********************************************************************
 MQ0529  DESIGNATION -  DIRTY ET
 MQ0529  PID         -  MQ0529
 MQ0529  STATE/COUNTY-  WY/SWEETWATER
 MQ0529  USGS QUAD   -  THOMAN SCHOOL (1980)
 MQ0529
 MQ0529                         *CURRENT SURVEY CONTROL
 MQ0529  ___________________________________________________________________
 MQ0529* NAD 83(1993)-  41 59 12.94047(N)    109 52 31.45184(W)     ADJUSTED  
 MQ0529* NAVD 88     -      1970.6    (meters)    6465.     (feet)  VERTCON   
 MQ0529  ___________________________________________________________________
 MQ0529  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 MQ0529  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 MQ0529
 MQ0529  HORZ ORDER  -  THIRD
 MQ0529
 MQ0529.The horizontal coordinates were established by classical geodetic methods
 MQ0529.and adjusted by the National Geodetic Survey in January 1997..
 MQ0529
 MQ0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0529
 MQ0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0529
 MQ0529.The geoid height was determined by GEOID03.
 MQ0529
 MQ0529;                    North         East     Units Scale Factor Converg.
 MQ0529;SPC WYWC     -   165,738.559   506,745.587   MT  1.00004447   -0 45 10.5
 MQ0529;UTM  12      - 4,648,936.473   593,156.124   MT  0.99970678   +0 45 08.5
 MQ0529
 MQ0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0529!SPC WYWC     -   0.99969329  x   1.00004447  =   0.99973775
 MQ0529!UTM  12      -   0.99969329  x   0.99970678  =   0.99940016
 MQ0529
 MQ0529:                Primary Azimuth Mark                     Grid Az
 MQ0529:SPC WYWC     -  BETTY ET                                 071 20 13.7
 MQ0529:UTM  12      -  BETTY ET                                 069 49 54.7
 MQ0529
 MQ0529|---------------------------------------------------------------------|
 MQ0529| PID    Reference Object                     Distance      Geod. Az  |
 MQ0529|                                                           dddmmss.s |
 MQ0529| MQ0528 BETTY ET                            APPROX. 3.0 KM 0703503.2 |
 MQ0529|---------------------------------------------------------------------|
 MQ0529
 MQ0529                          SUPERSEDED SURVEY CONTROL
 MQ0529
 MQ0529  NAD 83(1986)-  41 59 12.92961(N)    109 52 31.44727(W) AD(       ) 3
 MQ0529  NAD 27      -  41 59 13.10112(N)    109 52 28.90727(W) AD(       ) 3
 MQ0529  NGVD 29 (07/19/86) 1969.3    (m)         6461.     (f) VERT ANG       
 MQ0529
 MQ0529.Superseded values are not recommended for survey control.
 MQ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0529.See file dsdata.txt to determine how the superseded data were derived.
 MQ0529
 MQ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM9315648936(NAD 83)
 MQ0529
 MQ0529  HISTORY     - Date     Condition        Report By
 MQ0529  HISTORY     - 1962     MONUMENTED       USGS
 MQ0529  HISTORY     - 1963     GOOD             USGS
 MQ0529
 MQ0529                          STATION DESCRIPTION
 MQ0529
 MQ0529'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MQ0529'STATION LOCATED ABOUT 9.5 MI. ENE. OF NGS ---FONTENELLE---
 MQ0529'TRIANGULATION STATION.
 MQ0529'
 MQ0529'TO REACH FROM THE POST OFFICE AT FONTENELLE STATION, GO E.     MI.
 MQ0529'ALONG FARSON CUTOFF RD. TO TRACK RD. NE.  TURN LEFT (NE.) 1.1 MI.
 MQ0529'ALONG NO. 6 TO RD. CROSSING, CONTINUE 1.3 MI. TO DRAIN CROSSING.
 MQ0529'CONTINUE ALONG MAIN TRAVELED RD. 0.6 MI. TO RD. FORK, TURN RIGHT
 MQ0529'(NE.) 1.3 MI. TO SEISMOGRAPH TRAIL CROSSING.  TURN RIGHT (E.) 0.2
 MQ0529'MI. TO SEISMOGRAPH TRAIL CROSSING, TURN RIGHT (SE.) 1.0 MI. ALONG
 MQ0529'SEISMOGRAPH TRAIL TO TOP OF SMALL RIDGE.  TURN RIGHT (SW.) 0.1 MI.
 MQ0529'ACROSS COUNTY TO TOP AND STATION.
 MQ0529'
 MQ0529'RECOVERED.
 MQ0529'
 MQ0529'STATION MARK--STANDARD TABLET, IN CONCRETE POST PROJECTING 0.2 FT.,
 MQ0529'STAMPED ---DIRTY-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0573 ***********************************************************************
 MP0573  DESIGNATION -  DISH
 MP0573  PID         -  MP0573
 MP0573  STATE/COUNTY-  WY/CARBON
 MP0573  USGS QUAD   -  WALCK RANCH (1961)
 MP0573
 MP0573                         *CURRENT SURVEY CONTROL
 MP0573  ___________________________________________________________________
 MP0573* NAD 83(1993)-  41 25 02.32613(N)    106 57 42.30410(W)     ADJUSTED  
 MP0573* NAVD 88     -      2278.4    (meters)    7475.     (feet)  VERTCON   
 MP0573  ___________________________________________________________________
 MP0573  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 MP0573  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 MP0573
 MP0573  HORZ ORDER  -  THIRD
 MP0573
 MP0573.The horizontal coordinates were established by classical geodetic methods
 MP0573.and adjusted by the National Geodetic Survey in January 1997..
 MP0573
 MP0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0573
 MP0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0573
 MP0573.The geoid height was determined by GEOID03.
 MP0573
 MP0573;                    North         East     Units Scale Factor Converg.
 MP0573;SPC WYEC     -   201,930.712   431,063.208   MT  0.99994937   +0 14 44.9
 MP0573;UTM  13      - 4,586,941.531   336,054.661   MT  0.99993078   -1 17 53.0
 MP0573
 MP0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0573!SPC WYEC     -   0.99964465  x   0.99994937  =   0.99959404
 MP0573!UTM  13      -   0.99964465  x   0.99993078  =   0.99957545
 MP0573
 MP0573|---------------------------------------------------------------------|
 MP0573| PID    Reference Object                     Distance      Geod. Az  |
 MP0573|                                                           dddmmss.s |
 MP0573| CP4831 DISH RM 1                             7.841 METERS 06651     |
 MP0573| CP4832 DISH RM 2                             7.291 METERS 13603     |
 MP0573| CP4830 DISH AZ MK                                         2260149.1 |
 MP0573|---------------------------------------------------------------------|
 MP0573
 MP0573                          SUPERSEDED SURVEY CONTROL
 MP0573
 MP0573  NAD 83(1986)-  41 25 02.31801(N)    106 57 42.29706(W) AD(       ) 3
 MP0573  NAD 27      -  41 25 02.44700(N)    106 57 40.13200(W) AD(       ) 3
 MP0573  NGVD 29 (07/19/86) 2277.2    (m)         7471.     (f) VERT ANG       
 MP0573
 MP0573.Superseded values are not recommended for survey control.
 MP0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0573.See file dsdata.txt to determine how the superseded data were derived.
 MP0573
 MP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF3605586942(NAD 83)
 MP0573_MARKER: DS = TRIANGULATION STATION DISK
 MP0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0573
 MP0573  HISTORY     - Date     Condition        Report By
 MP0573  HISTORY     - 1948     MONUMENTED       CGS
 MP0573  HISTORY     - 1955     GOOD             GULF
 MP0573  HISTORY     - 1959     GOOD             USGS
 MP0573
 MP0573                          STATION DESCRIPTION
 MP0573
 MP0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0573'THE STATION IS LOCATED ABOUT 8.4 MILES AIRLINE WEST-SOUTHWEST
 MP0573'OF SARATOGA, ALONG THE NORTH SIDE OF A DIRT ROAD, ON WHAT IS
 MP0573'BELIEVED TO BE THE HIGHEST PART OF A SAGE BRUSH COVERED MESA
 MP0573'WHICH IS LOW AND FLAT.  THE STATION IS 33 PACES NORTH-NORTHWEST
 MP0573'OF AND APPROXIMATELY 1 FOOT ABOVE THE CENTER LINE OF TRACK
 MP0573'ROAD TO STATION, 8 FEET SOUTH-SOUTHEAST OF A 4 X 4 WITNESS
 MP0573'POST, PROJECTS 4 INCHES, STAMPED, DISH 1948.
 MP0573'
 MP0573'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 MP0573'AS THE STATION, 31 PACES NORTH-NORTHWEST OF THE CENTER LINE
 MP0573'OF TRACK ROAD, PROJECTS 3 INCHES, STAMPED, DISH NO 1 1948.
 MP0573'
 MP0573'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 MP0573'THE STATION, 26 PACES NORTH-NORTHWEST OF THE CENTER LINE OF
 MP0573'TRACK ROAD, PROJECTS 3 INCHES, STAMPED, DISH NO 2 1948.
 MP0573'
 MP0573'THE AZIMUTH MARK IS LOCATED ALONG A TRACK ROAD, 0.5 MILE BY
 MP0573'ROAD SOUTHWEST OF STATION, 18 PACES NORTHWEST OF AND APPROXIMATELY
 MP0573'THE SAME ELEVATION AS THE CENTERLINE OF ROAD, 3 FEET EAST OF
 MP0573'A 4 X 4 WITNESS POST, PROJECTS 3 INCHES, STAMPED, DISH 1948.
 MP0573'
 MP0573'TO REACH FROM THE POST OFFICE IN SARATOGA.  GO WEST ON THE
 MP0573'MAIN STREET FOR 1.0 MILE TO A FORK.  TAKE THE LEFT FORK AND
 MP0573'CONTINUE ON THE MAIN ROAD WESTERLY FOR 4.6 MILES TO A FORK.
 MP0573'TAKE THE LEFT FORK AND CONTINUE ALONG THE MAIN TRAVELED ROAD
 MP0573'FOR 3.6 MILES TO THE SUMMIT OF THE GRADE AND STATION ON THE
 MP0573'RIGHT AS DESCRIBED ABOVE.
 MP0573'
 MP0573'A DRIVE STATION.
 MP0573
 MP0573                          STATION RECOVERY (1955)
 MP0573
 MP0573'RECOVERY NOTE BY GULF REFINING COMPANY 1955
 MP0573'STATION, REFERENCE AND AZIMUTH MARKS FOUND TO BE IN GOOD CONDITION.
 MP0573'DESCRIPTION ADEQUATE.
 MP0573
 MP0573                          STATION RECOVERY (1959)
 MP0573
 MP0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0573'RECOVERED.
 MP0573'
 MP0573'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE POST,
 MP0573'PROJECTING ABOUT 0.3 FT., STAMPED ---DISH 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0291 ***********************************************************************
 OW0291  DESIGNATION -  DIVERSION
 OW0291  PID         -  OW0291
 OW0291  STATE/COUNTY-  WY/FREMONT
 OW0291  USGS QUAD   -  ARGO BUTTE (1978)
 OW0291
 OW0291                         *CURRENT SURVEY CONTROL
 OW0291  ___________________________________________________________________
 OW0291* NAD 83(1993)-  43 14 20.24779(N)    108 56 45.70026(W)     ADJUSTED  
 OW0291* NAVD 88     -      1802.5    (meters)    5914.     (feet)  VERTCON   
 OW0291  ___________________________________________________________________
 OW0291  LAPLACE CORR-         -14.83  (seconds)                    DEFLEC99
 OW0291  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 OW0291
 OW0291  HORZ ORDER  -  THIRD
 OW0291
 OW0291.The horizontal coordinates were established by classical geodetic methods
 OW0291.and adjusted by the National Geodetic Survey in January 1997..
 OW0291
 OW0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0291
 OW0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0291
 OW0291.The geoid height was determined by GEOID03.
 OW0291
 OW0291;                    North         East     Units Scale Factor Converg.
 OW0291;SPC WYWC     -   304,217.800   584,078.774   MT  0.99994062   -0 08 03.4
 OW0291;UTM  12      - 4,789,399.382   666,767.910   MT  0.99994213   +1 24 26.6
 OW0291
 OW0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0291!SPC WYWC     -   0.99971919  x   0.99994062  =   0.99965983
 OW0291!UTM  12      -   0.99971919  x   0.99994213  =   0.99966134
 OW0291
 OW0291|---------------------------------------------------------------------|
 OW0291| PID    Reference Object                     Distance      Geod. Az  |
 OW0291|                                                           dddmmss.s |
 OW0291| CP4834 DIVERSION RM 1                       14.014 METERS 03520     |
 OW0291| CP4833 DIVERSION AZ MK                                    1774950.5 |
 OW0291| CP4835 DIVERSION RM 2                       10.291 METERS 28845     |
 OW0291|---------------------------------------------------------------------|
 OW0291
 OW0291                          SUPERSEDED SURVEY CONTROL
 OW0291
 OW0291  NAD 83(1986)-  43 14 20.23937(N)    108 56 45.70135(W) AD(       ) 3
 OW0291  NAD 27      -  43 14 20.39100(N)    108 56 43.24900(W) AD(       ) 3
 OW0291  NGVD 29 (11/06/89) 1801.5    (m)         5910.     (f) VERT ANG       
 OW0291
 OW0291.Superseded values are not recommended for survey control.
 OW0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0291.See file dsdata.txt to determine how the superseded data were derived.
 OW0291
 OW0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6676889399(NAD 83)
 OW0291_MARKER: DS = TRIANGULATION STATION DISK
 OW0291_SETTING: 0 = UNSPECIFIED SETTING
 OW0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0291
 OW0291  HISTORY     - Date     Condition        Report By
 OW0291  HISTORY     - 1936     MONUMENTED       CGS
 OW0291  HISTORY     - 1944     GOOD             LOCENG
 OW0291
 OW0291                          STATION DESCRIPTION
 OW0291
 OW0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0291'ON NORTH RIM OF WIND RIVER, ABOUT 1-1/2 MILES NORTHEAST OF
 OW0291'DIVERSION DAM.  TO REACH FROM JUNCTION OF U.S. HIGHWAY 287 AND
 OW0291'STATE HIGHWAY 287 (32 MILES NORTH AND WEST OF LANDER), GO NORTH
 OW0291'ON U.S. HIGHWAY 287.  AT 0.8 MILE CROSS WIND RIVER AT DIVERSION
 OW0291'DAM.  AT 1.3 MILES CROSS BRIDGE OVER IRRIGATION CANAL, TURN SHARPLY
 OW0291'LEFT AND FOLLOW DIRT ROAD ALONG NORTH SIDE OF CANAL.  AT 1.4
 OW0291'MILES AND Y, TURN RIGHT (AZIMUTH MARK IS HERE).  AT 1.6
 OW0291'MILES AND Y, TURN RIGHT AND FOLLOW ROAD NORTH TO SADDLE IN
 OW0291'NORTH RIM, REACHING SADDLE AT 2.3 MILES.  STATION IS
 OW0291'ABOUT 1/4 MILE EAST OF THIS SADDLE, ON HIGHEST POINT IN
 OW0291'VICINITY, 4 FEET NORTH OF EDGE OF RIM.  TRUCK MAY BE DRIVEN TO
 OW0291'STATION BY CONTINUING NORTH A FEW YARDS, THENCE EAST ALONG
 OW0291'ROAD ON NORTH SIDE OF RIDGE, THENCE SOUTH UP RIDGE TO STATION,
 OW0291'TOTAL DISTANCE OF ABOUT 0.35 MILE.  STATION MARK IS STANDARD
 OW0291'DISK ATTACHED TO 3-FOOT BRONZE ROD, BOTTOM EMBEDDED IN CONCRETE,
 OW0291'AND TOP PROJECTING 9 INCHES ABOVE GROUND.  REFERENCE MARKS
 OW0291'ARE STANDARD DISKS IN CONCRETE.  NO. 1 IS AT BREAK OF
 OW0291'SLOPE, 14.014 METERS (45.98 FEET) NORTHEAST OF STATION
 OW0291'N 35 DEG 20 MIN E.  NO. 2 IS 5 FEET NORTH OF EDGE OF RIM,
 OW0291'AND 10.291 METERS (33.76 FEET) WEST OF STATION N 71 DEG 15 MIN W.
 OW0291'DISTANCE BETWEEN REFERENCE MARKS IS 19.607
 OW0291'METERS (64.33 FEET).  AZIMUTH MARK IS STANDARD DISK IN
 OW0291'CONCRETE BLOCK 6 BY 2-1/2 BY 2 FEET HIGH, AT SITE OF OLD BUILDING,
 OW0291'0.1 MILE WEST OF U.S. HIGHWAY 287, 60 YARDS NORTH BY EAST OF TOP
 OW0291'OF NORTH BANK OF IRRIGATION CANAL, 30 YARDS EAST BY SOUTH OF
 OW0291'NORTH END OF Y ON ROAD, ABOUT 60 YARDS EAST BY SOUTH OF HOUSE AND
 OW0291'CORRAL, AND ABOUT 3/4 MILE SOUTH OF STATION S 02 DEG 10 MIN E.
 OW0291
 OW0291                          STATION RECOVERY (1944)
 OW0291
 OW0291'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (COS)
 OW0291'RECOVERED BY THE CARTER OIL CO.
 OW0291'
 OW0291'DESCRIPTION IS SATISFACTORY.  MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0433 ***********************************************************************
 MQ0433  DESIGNATION -  DIVIDE
 MQ0433  PID         -  MQ0433
 MQ0433  STATE/COUNTY-  WY/SWEETWATER
 MQ0433  USGS QUAD   -  DENNISON CAP (1989)
 MQ0433
 MQ0433                         *CURRENT SURVEY CONTROL
 MQ0433  ___________________________________________________________________
 MQ0433* NAD 83(1986)-  41 51 57.     (N)    108 01 59.     (W)     SCALED    
 MQ0433* NAVD 88     -      2129.09   (+/-2cm)    6985.2    (feet)  VERTCON   
 MQ0433  ___________________________________________________________________
 MQ0433  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 MQ0433
 MQ0433  VERT ORDER  -  THIRD ? (See Below)
 MQ0433
 MQ0433.The horizontal coordinates were scaled from a topographic map and have
 MQ0433.an estimated accuracy of +/- 6 seconds.
 MQ0433
 MQ0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0433.The vertical order pertains to the NGVD 29 superseded value.
 MQ0433
 MQ0433.The geoid height was determined by GEOID03.
 MQ0433
 MQ0433;                    North         East    Units  Estimated Accuracy
 MQ0433;SPC WYWC     -   151,930.      659,520.      MT  (+/- 180 meters Scaled)
 MQ0433
 MQ0433                          SUPERSEDED SURVEY CONTROL
 MQ0433
 MQ0433  NGVD 29 (07/19/86) 2127.86   (m)         6981.2    (f) LEVELING    3  
 MQ0433
 MQ0433.Superseded values are not recommended for survey control.
 MQ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0433.See file dsdata.txt to determine how the superseded data were derived.
 MQ0433
 MQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM462391(NAD 83)
 MQ0433_MARKER: DS = TRIANGULATION STATION DISK
 MQ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0433_STAMPING: DIVIDE 1933
 MQ0433_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0433
 MQ0433  HISTORY     - Date     Condition        Report By
 MQ0433  HISTORY     - 1933     MONUMENTED       CGS
 MQ0433  HISTORY     - 1937     GOOD             CGS
 MQ0433  HISTORY     - 1944     GOOD             LOCENG
 MQ0433  HISTORY     - 1972     GOOD             NGS
 MQ0433  HISTORY     - 1973     GOOD             NGS
 MQ0433
 MQ0433                          STATION DESCRIPTION
 MQ0433
 MQ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MQ0433'STATION ABOUT 16 MILES N BY E OF WAMSUTTER IN T 22 N, R 94 W,
 MQ0433'ON LOW, BARE, FLAT-TOPPED HILL, ABOUT 1.5 MILES E OF WAMSUTTER-RED
 MQ0433'DESERT WELLS ROAD.  TO REACH FROM WAMSUTTER, GO N 7.9 MILES
 MQ0433'ON RED DESERT WELLS ROAD TO FORK, CONTINUE STRAIGHT AHEAD 1.7
 MQ0433'MILES TO END OF IMPROVED ROAD, CONTINUE STRAIGHT AHEAD 0.1 MILE,
 MQ0433'FOLLOW LEFT FORK, GO 3.2 MILES TO CROSSROADS, CONTINUE STRAIGHT
 MQ0433'AHEAD 1.3 MILES (GRAY MOUND ABOUT 75 YARDS TO RIGHT), CONTINUE
 MQ0433'0.5 MILE, LEAVE ROAD JUST BEYOND LOWEST PART OF DRAW, TURN
 MQ0433'RIGHT AND GO IN EASTERLY DIRECTION 1.8 MILES UP LEFT SIDE OF
 MQ0433'DRAW TO TOP OF HILL AND STATION.
 MQ0433'
 MQ0433'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 MQ0433'SET IN CONCRETE.
 MQ0433'
 MQ0433'REFERENCE MARK NO. 1, IS APPROXIMATELY 1/4 MILE FROM STATION.
 MQ0433'
 MQ0433'REFERENCE MARK NO. 2, IS 15.565 METERS (51.07 FEET) FROM THE
 MQ0433'STATION.
 MQ0433'
 MQ0433'REFERENCE MARK NO. 3, IS 13.565 METERS (44.50 FEET) FROM THE
 MQ0433'STATION.
 MQ0433
 MQ0433                          STATION RECOVERY (1937)
 MQ0433
 MQ0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MQ0433'STATION WAS RECOVERED IN GOOD CONDITION.  ABOUT 15 MILES NORTH
 MQ0433'BY EAST OF WAMSUTTER, ON A BARE, FLAT-TOPPED HILL, THE HIGHEST
 MQ0433'IN THE VICINITY, ON THE HIGHEST POINT ON THE HILL.
 MQ0433'
 MQ0433'TO REACH FROM WAMSUTTER, GO NORTH FROM U.S. HIGHWAY NO. 30 FROM
 MQ0433'0.5 MILES NORTH OF TOWN (WHICH SETS ABOUT THAT DISTANCE OFF
 MQ0433'TO THE SOUTH OF THE HIGHWAY) ON A GRADED DIRT ROAD FOR 9.45
 MQ0433'MILES TO WELL TRAVELED TRAIL FORK.  THENCE CONTINUE STRAIGHT
 MQ0433'AHEAD ON RIGHT FORK NORTH AND EAST AND NORTH TO THE TOP OF THE
 MQ0433'EAST END OF A LOW RIDGE.  LEAVE THE ROAD, TURN LEFT AND GO
 MQ0433'ACROSS COUNTRY ALONG THE TOP OF THE RIDGE FOR 0.85 MILES TO THE
 MQ0433'STATION.
 MQ0433'
 MQ0433'ALL MARKS RECOVERED IN GOOD CONDITION.
 MQ0433
 MQ0433                          STATION RECOVERY (1944)
 MQ0433
 MQ0433'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (COS)
 MQ0433'RECOVERED BY CARTER OIL.
 MQ0433'
 MQ0433'DESCRIPTION AND CONDITION OF MARKS SATISFACTORY.
 MQ0433'
 MQ0433'TO REACH STATION, FOLLOW NEW GRADED ROAD N FROM WAMSUTTER TO
 MQ0433'STATION IN SECTION 21, T. 22 N., R. 94 W.  NEW ROAD PASSES
 MQ0433'25 FEET N OF STATION AND WOODEN TRIPOD.
 MQ0433
 MQ0433                          STATION RECOVERY (1972)
 MQ0433
 MQ0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MQ0433'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 MQ0433'AND FOUND TO BE IN GOOD CONDITION.  THE DIRECTION TO REFERENCE
 MQ0433'MARK 1 WHEN COMPARED WITH THE 1933 OBSERVATION WAS FOUND TO BE
 MQ0433'IN ERROR OF 14 SECONDS.  THE DISTANCE TO REFERENCE MARK 2
 MQ0433'WAS FOUND TO BE SHORTER BY 0.011 METER AND THE DISTANCE TO
 MQ0433'REFERENCE MARK 3 WAS FOUND TO BE SHORTER BY 0.012 METER WHEN
 MQ0433'COMPARED WITH THE 1933 DATA.  A COMPLETE NEW DESCRIPTION
 MQ0433'FOLLOWS--
 MQ0433'
 MQ0433'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF WAMSUTTER,
 MQ0433'ON THE SUMMIT OF A BARE FLAT TOPPED HILL THAT IS THE HIGHEST POINT
 MQ0433'IN THE VICINITY.  THE PROPERTY IS OWNED BY MR. CURTISS ROCHELLE,
 MQ0433'RAWLINS, WYOMING.
 MQ0433'
 MQ0433'TO REACH THE STATION FROM THE POST OFFICE IN WAMSUTTER GO NORTH
 MQ0433'ON A SURFACED STREET FOR 0.2 MILE TO A T-INTERSECTION.  TURN
 MQ0433'LEFT AND GO WEST ON THE SURFACED STREET FOR 0.2 MILE TO A SIDE
 MQ0433'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE SURFACED ROAD FOR
 MQ0433'0.2 MILE, PASSING UNDER INTERSTATE HIGHWAY 80, TO A CATTLE
 MQ0433'GUARD.  CONTINUE AHEAD NORTHERLY ON THE GRADED ROAD FOR 0.9
 MQ0433'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE
 MQ0433'GRADED ROAD, PASSING BETWEEN TWO OIL STORAGE TANKS, FOR 0.3
 MQ0433'MILE TO A T-INTERSECTION.  TURN LEFT AND GO NORTH ON THE BLADED
 MQ0433'ROAD 2.5 MILES TO A CATTLE GUARD.  CONTINUE NORTH ON THE
 MQ0433'BLADED ROAD FOR 1.7 MILES TO A CATTLE GUARD.  CONTINUE NORTH
 MQ0433'ON THE BLADED ROAD FOR 4.0 MILES TO A CATTLE GUARD.
 MQ0433'CONTINUE NORTHERLY ON THE BLADED ROAD FOR 4.5 MILES TO A SIDE
 MQ0433'ROAD LEFT AND SIGN, JEFFREY CITY 40 MILES.  TURN LEFT AND GO
 MQ0433'WESTERLY ON THE BLADED ROAD FOR 0.7 MILE TO A CATTLE GUARD AND
 MQ0433'REFERENCE MARK 1 ON THE RIGHT.  CONTINUE WEST ON THE BLADED
 MQ0433'ROAD FOR 0.2 MILE TO THE TOP OF THE HILL AND THE STATION ON
 MQ0433'THE LEFT AS DESCRIBED.
 MQ0433'
 MQ0433'THE STATION MARK IS A STANDARD DISK STAMPED DIVIDE 1933, SET
 MQ0433'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MQ0433'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET SOUTH OF THE
 MQ0433'CENTER OF THE BLADED ROAD AND 6 FEET EAST OF A METAL WITNESS
 MQ0433'POST WITH SIGN.
 MQ0433'
 MQ0433'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DIVIDE NO 1 1933,
 MQ0433'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MQ0433'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 240 FEET
 MQ0433'NORTHEAST OF THE CENTER OF THE CATTLE GUARD, 156 FEET NORTH
 MQ0433'OF THE CENTER OF THE BLADED ROAD AND 2 FEET SOUTH OF A METAL
 MQ0433'WITNESS POST WITH SIGN.
 MQ0433'
 MQ0433'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DIVIDE NO 2 1933, SET
 MQ0433'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 MQ0433'WITH THE GROUND SURFACE.  IT IS 65 FEET SOUTH OF THE CENTER
 MQ0433'OF THE BLADED ROAD AND 55 FEET SOUTHEAST OF A METAL WITNESS
 MQ0433'POST WITH SIGN.
 MQ0433'
 MQ0433'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIVIDE NO 3 1933,
 MQ0433'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MQ0433'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 47 FEET SOUTH OF
 MQ0433'THE CENTER OF THE BLADED ROAD.
 MQ0433'
 MQ0433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 MQ0433'NORTHWEST OF WAMSUTTER
 MQ0433
 MQ0433                          STATION RECOVERY (1973)
 MQ0433
 MQ0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MQ0433'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 MQ0433'AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 MQ0433'TO THE REFERENCE MARKS COMPARED FAVORABLE TO THE 1972 DATA.
 MQ0433'THE 1972 DESCRIPTION TO REACH THE STATION IS ALSO ADEQUATE.
 MQ0433'
 MQ0433'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MQ0433'
 MQ0433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES NORTH
 MQ0433'OF WAMSUTTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0496 ***********************************************************************
 MQ0496  DESIGNATION -  DIVIDE
 MQ0496  PID         -  MQ0496
 MQ0496  STATE/COUNTY-  WY/SWEETWATER
 MQ0496  USGS QUAD   -  WHALEN BUTTE (1996)
 MQ0496
 MQ0496                         *CURRENT SURVEY CONTROL
 MQ0496  ___________________________________________________________________
 MQ0496* NAD 83(1993)-  41 27 14.81567(N)    109 29 53.78795(W)     ADJUSTED  
 MQ0496* NAVD 88     -      2187.3    (meters)    7176.     (feet)  VERTCON   
 MQ0496  ___________________________________________________________________
 MQ0496  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 MQ0496  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 MQ0496
 MQ0496  HORZ ORDER  -  SECOND
 MQ0496
 MQ0496.The horizontal coordinates were established by classical geodetic methods
 MQ0496.and adjusted by the National Geodetic Survey in January 1997..
 MQ0496
 MQ0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0496
 MQ0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0496
 MQ0496.The geoid height was determined by GEOID03.
 MQ0496
 MQ0496;                    North         East     Units Scale Factor Converg.
 MQ0496;SPC WYWC     -   106,221.481   537,481.556   MT  0.99998558   -0 29 43.4
 MQ0496;UTM  12      - 4,590,258.504   625,428.408   MT  0.99979361   +0 59 39.5
 MQ0496
 MQ0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0496!SPC WYWC     -   0.99965936  x   0.99998558  =   0.99964495
 MQ0496!UTM  12      -   0.99965936  x   0.99979361  =   0.99945304
 MQ0496
 MQ0496:                Primary Azimuth Mark                     Grid Az
 MQ0496:SPC WYWC     -  GREEN                                    019 58 08.0
 MQ0496:UTM  12      -  GREEN                                    018 28 45.1
 MQ0496
 MQ0496|---------------------------------------------------------------------|
 MQ0496| PID    Reference Object                     Distance      Geod. Az  |
 MQ0496|                                                           dddmmss.s |
 MQ0496| MQ0476 GREEN                               APPROX.13.1 KM 0192824.6 |
 MQ0496|---------------------------------------------------------------------|
 MQ0496
 MQ0496                          SUPERSEDED SURVEY CONTROL
 MQ0496
 MQ0496  NAD 83(1986)-  41 27 14.80827(N)    109 29 53.77997(W) AD(       ) 2
 MQ0496  NAD 27      -  41 27 14.93360(N)    109 29 51.28940(W) AD(       ) 2
 MQ0496  NGVD 29 (07/19/86) 2185.9    (m)         7172.     (f) VERT ANG       
 MQ0496
 MQ0496.Superseded values are not recommended for survey control.
 MQ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0496.See file dsdata.txt to determine how the superseded data were derived.
 MQ0496
 MQ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2542890259(NAD 83)
 MQ0496_MARKER: DD = SURVEY DISK
 MQ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MQ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0496+STABILITY: SURFACE MOTION
 MQ0496
 MQ0496  HISTORY     - Date     Condition        Report By
 MQ0496  HISTORY     - 1955     MONUMENTED       USGS
 MQ0496  HISTORY     - 1962     GOOD             USGS
 MQ0496
 MQ0496                          STATION DESCRIPTION
 MQ0496
 MQ0496'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 MQ0496'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF GREEN RIVER,
 MQ0496'17 MILES SOUTHWEST OF ROCK SPRINGS, 20 MILES EAST-SOUTHEAST
 MQ0496'OF LITTLE AMERICA AND ON THE HIGHEST POINT OF A BRUSH COVERED
 MQ0496'RIDGE WHICH IS THE HIGHEST RIDGE IN THE IMMEDIATE VICINITY.
 MQ0496'
 MQ0496'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RIDGE,
 MQ0496'DISTANCE BEING 51.43 FEET 15.674 METERS EAST OF THE STATION.
 MQ0496'THE MARK IS A UNITED STATES GEOLOGICAL SURVEY BRONZE DISK,
 MQ0496'STAMPED DIVIDE 1955, SET IN THE TOP OF A 6 BY 6 INCH CONCRETE
 MQ0496'POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0860 ***********************************************************************
 MR0860  DESIGNATION -  DIVIDE
 MR0860  PID         -  MR0860
 MR0860  STATE/COUNTY-  WY/UINTA
 MR0860  USGS QUAD   -  SAWTOOTH MOUNTAIN (1978)
 MR0860
 MR0860                         *CURRENT SURVEY CONTROL
 MR0860  ___________________________________________________________________
 MR0860* NAD 83(1993)-  41 31 48.44131(N)    110 53 19.15941(W)     ADJUSTED  
 MR0860* NAVD 88     -      2500.5    (meters)    8204.     (feet)  VERTCON   
 MR0860  ___________________________________________________________________
 MR0860  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 MR0860  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 MR0860
 MR0860  HORZ ORDER  -  FIRST
 MR0860
 MR0860.The horizontal coordinates were established by classical geodetic methods
 MR0860.and adjusted by the National Geodetic Survey in January 1997..
 MR0860
 MR0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0860
 MR0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0860
 MR0860.The geoid height was determined by GEOID03.
 MR0860
 MR0860;                    North         East     Units Scale Factor Converg.
 MR0860;SPC WY W     -   214,705.452   732,793.790   MT  0.99999306   -0 32 02.3
 MR0860;SPC UT N     - 1,133,084.728   551,019.254   MT  0.99996870   +0 24 11.1
 MR0860;UTM  12      - 4,597,614.399   509,288.823   MT  0.99960106   +0 04 25.8
 MR0860
 MR0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0860!SPC WY W     -   0.99961024  x   0.99999306  =   0.99960331
 MR0860!SPC UT N     -   0.99961024  x   0.99996870  =   0.99957896
 MR0860!UTM  12      -   0.99961024  x   0.99960106  =   0.99921146
 MR0860
 MR0860|---------------------------------------------------------------------|
 MR0860| PID    Reference Object                     Distance      Geod. Az  |
 MR0860|                                                           dddmmss.s |
 MR0860| CP4840 DIVIDE RM 2                           7.547 METERS 17659     |
 MR0860| MR0821 MEDICINE BUTTE MICROWAVE STA        APPROX.19.8 KM 1844104.1 |
 MR0860| MR0859 CHIMNEY                               2.448 METERS 20756     |
 MR0860| CP4839 DIVIDE RM 1                          11.114 METERS 34720     |
 MR0860|---------------------------------------------------------------------|
 MR0860
 MR0860                          SUPERSEDED SURVEY CONTROL
 MR0860
 MR0860  NAD 83(1986)-  41 31 48.42824(N)    110 53 19.15173(W) AD(       ) 1
 MR0860  NAD 27      -  41 31 48.62280(N)    110 53 16.49660(W) AD(       ) 1
 MR0860  NGVD 29 (07/19/86) 2499.1    (m)         8199.     (f) VERT ANG       
 MR0860
 MR0860.Superseded values are not recommended for survey control.
 MR0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0860.See file dsdata.txt to determine how the superseded data were derived.
 MR0860
 MR0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0928997614(NAD 83)
 MR0860_MARKER: DS = TRIANGULATION STATION DISK
 MR0860_SETTING: 66 = SET IN ROCK OUTCROP
 MR0860
 MR0860  HISTORY     - Date     Condition        Report By
 MR0860  HISTORY     - 1962     MONUMENTED       CGS
 MR0860  HISTORY     - 1989     GOOD             BLM
 MR0860
 MR0860                          STATION DESCRIPTION
 MR0860
 MR0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0860'STATION IS ON THE HIGHEST POINT OF A FLAT TOPPED BUTTE, ALONG
 MR0860'THE DIVIDE BETWEEN THE BEAR RIVER AND THE LITTLE MUDDY CREEK.
 MR0860'ABOUT 14 MILES EAST OF WOODRUFF, 15 MILES WEST OF U.S. HIGHWAY
 MR0860'189 AND 26 MILES SOUTHWEST OF KEMMERER.
 MR0860'
 MR0860'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30N AND U.S. HIGHWAY
 MR0860'189 IN THE SOUTHEAST EDGE OF DIAMONDVILLE.  GO SOUTHWEST AND
 MR0860'SOUTH ON U.S. HIGHWAY 189 FOR 10.5 MILES TO A SINCLAIR SERVICE
 MR0860'STATION AND TAVERN ON THE RIGHT.  CONTINUE AHEAD, SOUTH, ON THE
 MR0860'HIGHWAY FOR 10.6 MILES TO A CROSS ROAD, SHELTER CABIN NO. 3
 MR0860'ON THE LEFT AND SOME SHEEP CORRALS ON THE RIGHT.  TURN RIGHT,
 MR0860'WEST, ON GRADED ROAD, PASSING TO THE LEFT OF THE CORRALS
 MR0860'FOR 6.4 MILES TO A GATE.  PASS THROUGH THE GATE, WEST, ON THE
 MR0860'GRADED ROAD FOR 2.2 MILES TO A GATE.  PASS THROUGH THE GATE,
 MR0860'WEST, ON GRADED ROAD FOR 0.1 MILE TO A FORK AT SOME RANCH
 MR0860'BUILDINGS.  TAKE THE RIGHT FORK, WESTERLY, ON THE MAIN ROAD
 MR0860'FOR 0.95 MILE TO A GATE.  PASS THROUGH THE GATE, WEST, ON
 MR0860'THE MAIN ROAD FOR 4.8 MILES TO A FORK.  TAKE THE RIGHT FORK,
 MR0860'NORTHERLY, ON THE MAIN ROAD FOR 2.5 MILES TO THE TOP OF THE RIDGE.
 MR0860'CONTINUE AHEAD, NORTHERLY, ON THE MAIN ROAD FOR 2.8 MILES TO 18
 MR0860'AAB (USGS) ON THE RIGHT.  CONTINUE AHEAD, NORTHERLY, ON
 MR0860'THE MAIN ROAD FOR 0.7 MILE TO A FORK.  TAKE THE LEFT FORK,
 MR0860'NORTHERLY, ON THE MAIN ROAD FOR 1.2 MILES TO THE TOP OF THE
 MR0860'RIDGE AND A SIDE ROAD LEFT.  TURN LEFT, WEST, ON TRACK ROAD
 MR0860'FOR 0.85 MILE TO THE TOP OF THE BUTTE AND STATION.
 MR0860'
 MR0860'STATION MARK IS A STANDARD DISK, STAMPED DIVIDE 1962, CEMENTED
 MR0860'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 MR0860'SURFACE.  IT IS 16.5 FEET NORTHEAST OF A 6 FOOT HIGH CAIRN AND
 MR0860'7 FEET NORTHWEST OF A WITNESS POST.
 MR0860'
 MR0860'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIVIDE NO 1 1962,
 MR0860'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 MR0860'GROUND SURFACE.  IT IS 3 FEET SOUTH OF THE NORTH EDGE OF THE
 MR0860'BUTTE AND ABOUT 3 FEET LOWER THAN THE STATION.
 MR0860'
 MR0860'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DIVIDE NO 2 1962,
 MR0860'CEMENTED IN A DRILL HOLE IN A 6 X 4 FOOT ROCK OUTCROP FLUSH
 MR0860'WITH THE GROUND SURFACE.  IT IS 12 FEET SOUTHEAST OF THE CAIRN,
 MR0860'2 FEET EAST OF THE WEST EDGE OF THE BUTTE AND ABOUT THE SAME
 MR0860'ELEVATION AS THE STATION.
 MR0860'
 MR0860'MARK (USGS) IS A U.S. GEOLOGICAL SURVEY DISK, UNSTAMPED, CEMENTED
 MR0860'IN A DRILL HOLE IN OUTCROPPING BEDROCK 1 INCH BELOW THE GROUND
 MR0860'SURFACE.  IT IS 8 FEET NORTHEAST OF THE CAIRN AND ABOUT THE
 MR0860'SAME ELEVATION AS THE STATION.
 MR0860'
 MR0860'18 AAB (USGS) IS A GEOLOGICAL SURVEY DISK, STAMPED 18 AAB
 MR0860'1961, CEMENTED IN A DRILL HOLE IN A 4 X 6 FOOT ROCK OUTCROP
 MR0860'PROJECTING 10 INCHES.  IT IS 92 FEET EAST OF THE CENTERLINE
 MR0860'OF THE GRADED ROAD AND 3.5 FEET EAST OF A WITNESS POST.
 MR0860
 MR0860                          STATION RECOVERY (1989)
 MR0860
 MR0860'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1989 (DP)
 MR0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1196 ***********************************************************************
 MO1196  DESIGNATION -  DIVIDE
 MO1196  PID         -  MO1196
 MO1196  STATE/COUNTY-  WY/ALBANY
 MO1196  USGS QUAD   -  GUIDE ROCK (1981)
 MO1196
 MO1196                         *CURRENT SURVEY CONTROL
 MO1196  ___________________________________________________________________
 MO1196* NAD 83(1993)-  41 45 31.31006(N)    105 29 05.61576(W)     ADJUSTED  
 MO1196* NAVD 88     -      2299.9    (meters)    7546.     (feet)  VERTCON   
 MO1196  ___________________________________________________________________
 MO1196  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 MO1196  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 MO1196
 MO1196  HORZ ORDER  -  THIRD
 MO1196
 MO1196.The horizontal coordinates were established by classical geodetic methods
 MO1196.and adjusted by the National Geodetic Survey in January 1997..
 MO1196
 MO1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1196
 MO1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1196
 MO1196.The geoid height was determined by GEOID03.
 MO1196
 MO1196;                    North         East     Units Scale Factor Converg.
 MO1196;SPC WY E     -   139,826.610   173,536.949   MT  0.99994611   -0 12 43.0
 MO1196;UTM  13      - 4,623,098.819   459,690.880   MT  0.99961999   -0 19 22.6
 MO1196
 MO1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1196!SPC WY E     -   0.99964123  x   0.99994611  =   0.99958736
 MO1196!UTM  13      -   0.99964123  x   0.99961999  =   0.99926136
 MO1196
 MO1196:                Primary Azimuth Mark                     Grid Az
 MO1196:SPC WY E     -  BAGO                                     176 58 28.8
 MO1196:UTM  13      -  BAGO                                     177 05 08.4
 MO1196
 MO1196|---------------------------------------------------------------------|
 MO1196| PID    Reference Object                     Distance      Geod. Az  |
 MO1196|                                                           dddmmss.s |
 MO1196| MO1193 BAGO                                APPROX.11.1 KM 1764545.8 |
 MO1196|---------------------------------------------------------------------|
 MO1196
 MO1196                          SUPERSEDED SURVEY CONTROL
 MO1196
 MO1196  NAD 83(1986)-  41 45 31.29463(N)    105 29 05.61083(W) AD(       ) 3
 MO1196  NAD 27      -  41 45 31.39531(N)    105 29 03.65291(W) AD(       ) 3
 MO1196  NGVD 29 (07/19/86) 2298.9    (m)         7542.     (f) VERT ANG       
 MO1196
 MO1196.Superseded values are not recommended for survey control.
 MO1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1196.See file dsdata.txt to determine how the superseded data were derived.
 MO1196
 MO1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG5969123099(NAD 83)
 MO1196_MARKER: DD = SURVEY DISK
 MO1196_SETTING: 0 = UNSPECIFIED SETTING
 MO1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1196
 MO1196  HISTORY     - Date     Condition        Report By
 MO1196  HISTORY     - 1953     MONUMENTED       USGS
 MO1196
 MO1196                          STATION DESCRIPTION
 MO1196
 MO1196'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1196'STATION LOCATED IN SEC. 28, T 21 N, R 72 W, ABOUT 17 MI. (AIRLINE)
 MO1196'NE. OF BOSLER, ON THE HIGHEST POINT OF A N-S. RIDGE THAT DIVIDES
 MO1196'THE DRAINAGE BETWEEN THE WHEATLAND RESERVOIR AREA ON THE W. AND THE
 MO1196'SYBILLE CREEK BASIN ON THE E., OVERLOOKING A LARGE BASIN TO THE W.,
 MO1196'LOCALLY KNOWN AS LOCO BASIN.
 MO1196'
 MO1196'TO REACH STATION FROM LARAMIE POST OFFICE, PROCEED N. ON U.S. HIGHWAY
 MO1196'30 17.7 MI. TO BOSLER JUNCTION, TURN RIGHT AND GO NE. ON STATE HIGHWAY
 MO1196'34 FOR 10.6 MI. TO TRACK RD., TURN OFF ON THE LEFT JUST PAST BRIDGE,
 MO1196'TURN LEFT (W.) AND GO 0.7 MI. ON MAIN TRAVELED RD. TO RD. FORK, TAKE
 MO1196'RIGHT FORK AND GO 1.5 MI. TO POINT WHERE RD. CORSSES DRAIN, TURN
 MO1196'RIGHT AND GO UP DRAIN ABOUT 0.2 MI. TO END OF TRUCK TRAVEL.  FROM
 MO1196'HERE PACK TO HIGHEST POINT OF RIDGE AND STATION SITE.  A 5 MINUTE
 MO1196'PACK.
 MO1196'
 MO1196'STATION MARK--STANDARD BRONZE TABLET, SET IN GRANITE, SURROUNDED
 MO1196'BY ROCK CAIRN, STAMPED ---DIVIDE 1953---.
 MO1196'
 MO1196'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0509 ***********************************************************************
 PX0509  DESIGNATION -  DIVIDE
 PX0509  PID         -  PX0509
 PX0509  STATE/COUNTY-  WY/WASHAKIE
 PX0509  USGS QUAD   -  SCHUSTER FLATS SE (1978)
 PX0509
 PX0509                         *CURRENT SURVEY CONTROL
 PX0509  ___________________________________________________________________
 PX0509* NAD 83(1993)-  44 00 27.39421(N)    108 05 24.37231(W)     ADJUSTED  
 PX0509* NAVD 88     -      1434.0    (meters)    4705.     (feet)  VERTCON   
 PX0509  ___________________________________________________________________
 PX0509  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 PX0509  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 PX0509
 PX0509  HORZ ORDER  -  THIRD
 PX0509
 PX0509.The horizontal coordinates were established by classical geodetic methods
 PX0509.and adjusted by the National Geodetic Survey in January 1997..
 PX0509
 PX0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0509
 PX0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0509
 PX0509.The geoid height was determined by GEOID03.
 PX0509
 PX0509;                    North         East     Units Scale Factor Converg.
 PX0509;SPC WYEC     -   489,873.225   339,313.839   MT  0.99998278   -0 31 32.8
 PX0509;UTM  12      - 4,876,835.288   733,272.166   MT  1.00026932   +2 01 21.3
 PX0509
 PX0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0509!SPC WYEC     -   0.99977728  x   0.99998278  =   0.99976006
 PX0509!UTM  12      -   0.99977728  x   1.00026932  =   1.00004654
 PX0509
 PX0509:                Primary Azimuth Mark                     Grid Az
 PX0509:SPC WYEC     -  MANNING                                  030 34 11.0
 PX0509:UTM  12      -  MANNING                                  028 01 16.9
 PX0509
 PX0509|---------------------------------------------------------------------|
 PX0509| PID    Reference Object                     Distance      Geod. Az  |
 PX0509|                                                           dddmmss.s |
 PX0509| PX0511 MANNING                             APPROX. 8.8 KM 0300238.2 |
 PX0509|---------------------------------------------------------------------|
 PX0509
 PX0509                          SUPERSEDED SURVEY CONTROL
 PX0509
 PX0509  NAD 83(1986)-  44 00 27.38740(N)    108 05 24.36974(W) AD(       ) 3
 PX0509  NGVD 29 (11/06/89) 1433.2    (m)         4702.     (f) VERT ANG       
 PX0509
 PX0509.Superseded values are not recommended for survey control.
 PX0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0509.See file dsdata.txt to determine how the superseded data were derived.
 PX0509
 PX0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP3327276835(NAD 83)
 PX0509_MARKER: DS = TRIANGULATION STATION DISK
 PX0509_SETTING: 0 = UNSPECIFIED SETTING
 PX0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0509
 PX0509  HISTORY     - Date     Condition        Report By
 PX0509  HISTORY     - 1944     MONUMENTED       USGS
 PX0509
 PX0509                          STATION DESCRIPTION
 PX0509
 PX0509'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 PX0509'LOCATED ABOUT 6.0 MI., AIRLINE, W. OF WORLAND, ON A FLAT-TOPPED
 PX0509'DIVIDE BETWEEN FIFTEENMILE CREEK AND GOOSEBERRY CREEK.  THERE IS A
 PX0509'PROMINENT DOUBLE TOP HILL ABOUT 0.75 MI. SW. OF STATION.  STATION
 PX0509'IS IN N. 1/2 SEC. 36, T 47 N, R 94 W, AND IS APPROXIMATELY 1500 FT.
 PX0509'W. OF A RANGE LINE FENCE.
 PX0509'
 PX0509'NOTE--IT IS BELIEVED OLD USGS STATION --OLWEN-- WAS IN THIS VICINITY
 PX0509'BUT COULD NOT BE RECOVERED.
 PX0509'
 PX0509'TO REACH STATION FROM WORLAND POST OFFICE, GO W. AND SW. ON U.S.
 PX0509'HIGHWAY 20 1.7 MI. TO RD. FORK AT S. END OF BRIDGE OVER IRRIGATION
 PX0509'CANAL, TURN W. AND FOLLOW MAIN TRAVELED RD. (WHICH FOLLOWS BURIED
 PX0509'OIL PIPELINE) 5.8 MI. TO RD. FORK AT BASE OF DOUBLE TOP HILL, TURN
 PX0509'N. AND FOLLOW DIM DIRT RD. 2.3 MI. TO SUMMIT OF FLAT-TOPPED RIDGE,
 PX0509'TURN SE. OFF RD. AND GO ABOUT 100 YDS. TO STATION.
 PX0509'
 PX0509'RECOVERED BY USGS IN 1948.
 PX0509'
 PX0509'STATION MARK--STANDARD TABLET STAMPED---DIVIDE 1944 VABM 4702---,
 PX0509'CEMENTED IN BURIED BOULDER.
 PX0509'
 PX0509'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO. 1
 PX0509'DIVIDE 1944---, CEMENTED IN BURIED BOULDER, 26.75 FT. FROM STATION
 PX0509'MARK, N 17 DEGREES 05 MINUTES, SE.
 PX0509'
 PX0509'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 PX0509'---DIVIDE 1944 NO. 2---, CEMENTED IN BURIED BOULDER, 32.29 FT. FROM
 PX0509'STATION MARK, N 73 DEGREES O2 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0282 ***********************************************************************
 NS0282  DESIGNATION -  DIVIDE LAKE
 NS0282  PID         -  NS0282
 NS0282  STATE/COUNTY-  WY/SUBLETTE
 NS0282  USGS QUAD   -  RAID LAKE (1981)
 NS0282
 NS0282                         *CURRENT SURVEY CONTROL
 NS0282  ___________________________________________________________________
 NS0282* NAD 83(1993)-  42 50 25.31016(N)    109 29 47.55582(W)     ADJUSTED  
 NS0282* NAVD 88     -      3034.     (meters)    9954.     (feet)  SCALED    
 NS0282  ___________________________________________________________________
 NS0282  LAPLACE CORR-          15.68  (seconds)                    DEFLEC99
 NS0282  GEOID HEIGHT-          -9.43  (meters)                     GEOID03
 NS0282
 NS0282  HORZ ORDER  -  THIRD
 NS0282
 NS0282.The horizontal coordinates were established by classical geodetic methods
 NS0282.and adjusted by the National Geodetic Survey in January 1997..
 NS0282
 NS0282.The orthometric height was scaled from a topographic map.
 NS0282
 NS0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0282
 NS0282.The geoid height was determined by GEOID03.
 NS0282
 NS0282;                    North         East     Units Scale Factor Converg.
 NS0282;SPC WY W     -   360,087.749   847,968.176   MT  0.99996580   +0 23 56.4
 NS0282;SPC WYWC     -   260,191.075   538,972.466   MT  0.99998330   -0 30 27.5
 NS0282;UTM  12      - 4,744,183.932   622,862.132   MT  0.99978571   +1 01 20.7
 NS0282
 NS0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0282!SPC WY W     -   0.99952582  x   0.99996580  =   0.99949163
 NS0282!SPC WYWC     -   0.99952582  x   0.99998330  =   0.99950913
 NS0282!UTM  12      -   0.99952582  x   0.99978571  =   0.99931163
 NS0282
 NS0282|---------------------------------------------------------------------|
 NS0282| PID    Reference Object                     Distance      Geod. Az  |
 NS0282|                                                           dddmmss.s |
 NS0282| NS0281 2 33 100 9971                        10.228 METERS 02302     |
 NS0282| CP4841 DIVIDE LAKE AZ MK                                  0971129.9 |
 NS0282| CP4842 DIVIDE LAKE RM 2                                   31216     |
 NS0282|---------------------------------------------------------------------|
 NS0282
 NS0282                          SUPERSEDED SURVEY CONTROL
 NS0282
 NS0282  NAD 83(1986)-  42 50 25.28943(N)    109 29 47.54926(W) AD(       ) 3
 NS0282  NAD 27      -  42 50 25.48000(N)    109 29 45.04200(W) AD(       ) 3
 NS0282
 NS0282.Superseded values are not recommended for survey control.
 NS0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0282.See file dsdata.txt to determine how the superseded data were derived.
 NS0282
 NS0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN2286244184(NAD 83)
 NS0282_MARKER: DS = TRIANGULATION STATION DISK
 NS0282_SETTING: 66 = SET IN ROCK OUTCROP
 NS0282
 NS0282  HISTORY     - Date     Condition        Report By
 NS0282  HISTORY     - 1936     MONUMENTED       CGS
 NS0282
 NS0282                          STATION DESCRIPTION
 NS0282
 NS0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0282'ABOUT 19 MILES EAST-SOUTHEAST OF PINEDALE, ABOUT 12 MILES
 NS0282'NORTHEAST OF BOULDER, ON LOW BUT PROMINENT, TIMBERED RIDGE
 NS0282'LYING ALONG SOUTH SIDE OF DIVIDE CREEK, AT HEADWATERS OF SCAB
 NS0282'CREEK, ABOUT 2 MILES NORTHWEST OF BIG DIVIDE LAKE, ABOUT 1/2
 NS0282'MILE NORTHWEST OF NORTH END OF LITTLE DIVIDE LAKE, AT NORTHWEST
 NS0282'END OF RIDGE WHICH BEGINS AT LAKE AS HIGH ROCKY POINT, ABOUT 1/2
 NS0282'MILE NORTH BY WEST OF ANOTHER SMALL LAKE, ON HIGHEST POINT OF
 NS0282'RIDGE, ON ITS LONGITUDINAL CENTER, AND 35 FEET NORTH OF SMALL
 NS0282'PINE TREE.  TO REACH FROM PINEDALE, FOLLOW ROUTE TOWARDS
 NS0282'STATION BONNEVILLE (P. 156) AS FAR AS LITTLE DIVIDE LAKE.  FROM
 NS0282'NORTHWEST END OF DIVERSION DITCH FROM BIG DIVIDE LAKE GO NORTH
 NS0282'ALONG WEST SIDE OF LITTLE DIVIDE LAKE ABOUT 1/3 MILE AND
 NS0282'BEAR TO LEFT THROUGH TIMBER, FOLLOWING WELL-BLAZED TRAIL ABOUT
 NS0282'1/2 MILE TO STATION ON HIGH POINT OF RIDGE.  HORSES CAN BE
 NS0282'TAKEN TO STATION, WHICH IS ABOUT 6-HOUR RIDE FROM MITCHELLS
 NS0282'RANCH.  STATION MARKED BY A STANDARD DISK IN OUTCROPPING
 NS0282'BEDROCK.  DIVIDE LAKE REFERENCE MARK NO. 1 IS
 NS0282'U.S. FOREST SERVICE DISK STAMPED 2-33-100 9971 1928 SET IN
 NS0282'DRILL HOLE IN OUTCROPPING BEDROCK, ON HIGH ROCKY POINT AT
 NS0282'NORTH END OF RIDGE, 10.228 METERS (33.56 FEET) NORTH OF STATION
 NS0282'N 23 DEG 02 MIN E.  REFERENCE MARK NO. 2 IS
 NS0282'STANDARD DISK IN OUTCROPPING BEDROCK, AT WEST EDGE
 NS0282'OF SUMMIT, 6.217 METERS (20.40 FEET) NORTHWEST FROM
 NS0282'STATION N 47 DEG 44 MIN W.  AZIMUTH MARK IS STANDARD
 NS0282'DISK IN OUTCROPPING BEDROCK, IN TOP OF HIGH AND
 NS0282'PROMINENT ROCK OUTCROP WHICH IS ABOUT 40 FEET HIGHER THAN
 NS0282'GROUND TO SOUTH, ON HIGHEST POINT OF ROCK, 10 FEET SOUTH OF
 NS0282'DEAD CEDAR SNAG ROOTED IN CREVICE IN ROCK, AND APPROXIMATELY
 NS0282'0.25 MILE EAST OF STATION S 82 DEG 48 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2117 ***********************************************************************
 AA2117  CBN         -  This is a Cooperative Base Network Control Station.
 AA2117  DESIGNATION -  DIVIDE RESET
 AA2117  PID         -  AA2117
 AA2117  STATE/COUNTY-  WY/SWEETWATER
 AA2117  USGS QUAD   -  DENNISON CAP (1989)
 AA2117
 AA2117                         *CURRENT SURVEY CONTROL
 AA2117  ___________________________________________________________________
 AA2117* NAD 83(1993)-  41 51 57.37849(N)    108 01 59.03265(W)     ADJUSTED  
 AA2117* NAVD 88     -      2128.6    (meters)    6984.     (feet)  GPS OBS   
 AA2117  ___________________________________________________________________
 AA2117  X           -  -1,473,076.222 (meters)                     COMP
 AA2117  Y           -  -4,524,775.936 (meters)                     COMP
 AA2117  Z           -   4,235,937.282 (meters)                     COMP
 AA2117  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AA2117  ELLIP HEIGHT-        2114.02  (meters)          (09/07/01) GPS OBS
 AA2117  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 AA2117
 AA2117  HORZ ORDER  -  B
 AA2117  ELLP ORDER  -  FOURTH    CLASS I
 AA2117
 AA2117.The horizontal coordinates were established by GPS observations
 AA2117.and adjusted by the National Geodetic Survey in October 1994..
 AA2117
 AA2117.The orthometric height was determined by GPS observations and a
 AA2117.high-resolution geoid model.
 AA2117
 AA2117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2117
 AA2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2117
 AA2117.The ellipsoidal height was determined by GPS observations
 AA2117.and is referenced to NAD 83.
 AA2117
 AA2117.The geoid height was determined by GEOID03.
 AA2117
 AA2117;                    North         East     Units Scale Factor Converg.
 AA2117;SPC WYWC     -   151,936.697   659,519.607   MT  0.99998108   +0 28 42.6
 AA2117;UTM  12      - 4,639,148.695   746,241.802   MT  1.00034620   +1 58 51.9
 AA2117;UTM  13      - 4,639,340.681   248,269.218   MT  1.00037984   -2 01 31.1
 AA2117
 AA2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2117!SPC WYWC     -   0.99966854  x   0.99998108  =   0.99964962
 AA2117!UTM  12      -   0.99966854  x   1.00034620  =   1.00001462
 AA2117!UTM  13      -   0.99966854  x   1.00037984  =   1.00004825
 AA2117
 AA2117:                Primary Azimuth Mark                     Grid Az
 AA2117:SPC WYWC     -  DIVIDE RM 1 AZ MK                        113 42 48.6
 AA2117:UTM  12      -  DIVIDE RM 1 AZ MK                        112 12 39.3
 AA2117:UTM  13      -  DIVIDE RM 1 AZ MK                        116 13 02.3
 AA2117
 AA2117|---------------------------------------------------------------------|
 AA2117| PID    Reference Object                     Distance      Geod. Az  |
 AA2117|                                                           dddmmss.s |
 AA2117| CP4836 DIVIDE RM 1 AZ MK                                  1141131.2 |
 AA2117| MP0678 CRESTON ATT MICROWAVE               APPROX.21.8 KM 1275200.4 |
 AA2117| MP0679 CRESTON UPRR MICROWAVE              APPROX.21.6 KM 1283118.9 |
 AA2117| MP0677 SALT LAKE OMAHA SITE 23 BCN         APPROX.23.0 KM 1423009.6 |
 AA2117| CP4837 DIVIDE RM 2                          15.552 METERS 16348     |
 AA2117| MQ0435 SALT LAKE OMAHA SITE 22 BCN         APPROX.23.8 KM 1941544.4 |
 AA2117| CP4838 DIVIDE RM 3                          13.550 METERS 26550     |
 AA2117|---------------------------------------------------------------------|
 AA2117
 AA2117                          SUPERSEDED SURVEY CONTROL
 AA2117
 AA2117  NAD 83(1993)-  41 51 57.37595(N)    108 01 59.03253(W) AD(       ) 1
 AA2117  ELLIP H (10/19/94) 2114.03   (m)                       GP(       ) 4 1
 AA2117  NAD 83(1986)-  41 51 57.36288(N)    108 01 59.02383(W) AD(       ) 1
 AA2117
 AA2117.Superseded values are not recommended for survey control.
 AA2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2117.See file dsdata.txt to determine how the superseded data were derived.
 AA2117
 AA2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM4624239149(NAD 83)
 AA2117_MARKER: DS = TRIANGULATION STATION DISK
 AA2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2117_STAMPING: DIVIDE 1933 1981
 AA2117_MARK LOGO: NGS   
 AA2117_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2117+STABILITY: SURFACE MOTION
 AA2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2117+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1993
 AA2117
 AA2117  HISTORY     - Date     Condition        Report By
 AA2117  HISTORY     - 1981     MONUMENTED       CGS
 AA2117  HISTORY     - 19831212 GOOD             NGS
 AA2117  HISTORY     - 19930730 GOOD             NGS
 AA2117
 AA2117                          STATION DESCRIPTION
 AA2117
 AA2117'DESCRIBED BY COAST AND GEODETIC SURVEY 1981
 AA2117'REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED IN GOOD CONDITION EXCEPT
 AA2117'WHERE NOTED.  THE STATION MARK WAS FOUND WITH THE TOP BROKEN OFF AND
 AA2117'THE DISK GONE.  THE CONCRETE BASE OF THE STATION MARK WAS PULLED OUT
 AA2117'AND THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  MEASUREMENTS
 AA2117'CHECKED WITH THE 1972 RECOVERY.  A NEW STATION MARK WAS SET WITH A NEW
 AA2117'DISK AND TWO WITNESS POSTS TO TRY TO PROTECT THE STATION.  IT WAS ALSO
 AA2117'SET BELOW GROUND.  AN AZIMUTH AND DISTANCE WAS TURNED TO A USGS BM
 AA2117'STAMPED--6869 5 DHW 1958.  THE LOCATION AND TO REACH WERE ADEQUATE AT
 AA2117'THIS TIME THROUGH MANY NEW ROADS SPUR OFF OF THE MAIN ROAD TO OIL
 AA2117'WELLS.
 AA2117' 
 AA2117'THE STATION IS A STANDARD NGS DISK STAMPED--DIVIDE 1933 1981--, SET
 AA2117'INTO THE TOP OF A ROUND CONCRETE MONUMENT 13 INCHES (34 CM) IN
 AA2117'DIAMETER RECESSED 12 INCHES (30 CM) BELOW THE GROUND.  THE STATION
 AA2117'MARK IS AT THE EDGE OF THE SOUTHSIDE OF A GRADE CUT FOR A DIRT ROAD.
 AA2117'IT IS LOCATED 31 FT (9.4 M) S FROM THE CENTER OF AN EASTWEST DIRT
 AA2117'ROAD, 4.3 FT (1.3 M) W FROM A METAL WITNESS POST WITH SIGN, AND 4.3 FT
 AA2117'(1.3 M) E FROM A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND MARK
 AA2117'IS A STANDARD CGS DISK STAMPED--DIVIDE 1933--, SET INTO AN IRREGULAR
 AA2117'MASS OF CONCRETE 3.6 FT (1.1 M) BELOW THE SURFACE.
 AA2117' 
 AA2117'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--DIVIDE NO 1 1933,
 AA2117'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 13 INCHES (33 CM) ON
 AA2117'SIDE PROJECTING 4 INCHES (11 CM) ABOVE THE GROUND.  THIS REFERENCE
 AA2117'MARK IS SOLID BUT HAS SOME CRACKS ON THE SURFACE.  IT WAS USED AS THE
 AA2117'AZIMUTH MARK.  IT IS LOCATED 240.0 FT (73.2 M) NE FROM THE CENTER OF A
 AA2117'CATTLE GUARD, 154.0 FT (46.9 M) N FROM THE CENTER OF A DIRT ROAD
 AA2117'RUNNING EAST-WEST, 1.7 FT (0.5 M) S FROM THE TWO FENCE POSTS SET
 AA2117'TOGETHER, AND 13 FT (4.0 M) LOWER THAN THE STATION.
 AA2117' 
 AA2117'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--DIVIDE NO 2
 AA2117'1933--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 13 INCHES (34
 AA2117'CM) ON SIDE PROJECTING 1 INCH (2 CM) ABOVE THE GROUND.  THE REFERENCE
 AA2117'MARK HAS A FEW PIECES OUT OF THE SIDE OF THE MARK BUT AT THIS TIME IT
 AA2117'IS SOUND. IT IS LOCATED 70.7 FT (21.5 M) S FROM THE CENTER OF A DIRT
 AA2117'ROAD RUNNING EAST-WEST, 1.4 FT (0.4 M) SW FROM A METAL FENCE POST, AND
 AA2117'1.5 FT (0.5 M) HIGHER THAN THE STATION.
 AA2117' 
 AA2117'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--DIVIDE NO 3
 AA2117'1933--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 AA2117'CM) ON SIDE PROJECTING 1 INCH (2 CM) ABOVE THE GROUND.  THE REFERENCE
 AA2117'MARK HAS SOME SMALL CRACKS IN THE SURFACE AND WAS SLIGHTLY GRADED
 AA2117'OVER, BUT IS SOUND AT THIS TIME.  IT IS LOCATED 52.0 FT (15.8 M) S
 AA2117'FROM THE CENTER OF A DIRT ROAD RUNNING EAST-WEST, 2.0 FT (0.6 M) N
 AA2117'FROM A METAL FENCE POST, AND 1.5 FT (0.5 M) HIGHER THAN THE STATION.
 AA2117' 
 AA2117'AZIMUTH MARK NO 1 IS A STANDARD USGS DISK STAMPED--6869 5 DHW 1958--,
 AA2117'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 7 INCHES OR 18 CM ON
 AA2117'SIDE PROJECTING 4 INCHES (9 CM) ABOVE THE GROUND.  THE MARK IS AN
 AA2117'ALUMINUM USGS BM SET IN A PRECAST CONCRETE MONUMENT.  IT IS LOCATED
 AA2117'61.6 FT (18.8 M) W FROM THE CENTERLINE OF WAMSUTTER-CROOKS GAP ROAD,
 AA2117'AND 1.4 FT (0.4 M) S FROM A WITNESS POST WITH A USGS SIGN.  TO REACH
 AA2117'THE AZIMUTH MARK, GO EAST ON DIRT ROAD FOR 0.3 KM (0.20 MI) TO A
 AA2117'CATTLE GUARD.  PASS THROUGH CATTLE GUARD, PASSING REFERENCE MARK NO 1
 AA2117'ON THE LEFT, AND CONTINUE FOR 1.1 KM (0.70 MI) EAST TO A
 AA2117'T-INTERSECTION.  TURN RIGHT, SOUTH, FOR 2.5 KM (1.55 MI) TO A HILL AND
 AA2117'THE AZIMUTH MARK ON THE RIGHT.
 AA2117
 AA2117                          STATION RECOVERY (1983)
 AA2117
 AA2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AA2117'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3, AND 6869 5 DHW 1958
 AA2117'USGS, WHICH WAS USED AS AN AZIMUTH MARK WERE RECOVERED IN GOOD
 AA2117'CONDITION AND AS DESCRIBED IN 1981.  THIS STATION WAS USED FOR AN
 AA2117'INITIAL FOR STATION LATHAM USGS.
 AA2117
 AA2117                          STATION RECOVERY (1993)
 AA2117
 AA2117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA2117'NOTE--ROAD MAY BE IMPASSABLE IN VERY WET WEATHER. STATION MARK,
 AA2117'REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD CONDITION. STATION
 AA2117'IS ON EDGE OF GRADED ROAD AND THE WITNESS POSTS ARE CONTINUOUSLY BEING
 AA2117'KNOCKED DOWN. STATION IS LOCATED ABOUT 21 KM (13.05 MI)
 AA2117'NORTH-NORTHWEST OF WAMSUTTER, 23 KM (14.30 MI) NORTH-NORTHEAST OF RED
 AA2117'DESERT, ON SIBERIA RIDGE, ALONG A GRADED ROAD, ON THE RIGHT-OF-WAY, ON
 AA2117'LOCAL HIGH GROUND, IN EAST CENTRAL SECTION 21, T 22 N, R 94 W.
 AA2117'OWNERSHIP--SWEETWATER COUNTY. TO REACH FROM THE UNDERPASS AT EXIT 173
 AA2117'OF INTERSTATE HIGHWAY 80 AT WAMSUTTER, GO SOUTH ON PAVED ROAD FOR 0.21
 AA2117'KM (0.15 MI) TO A T-ROAD. TURN LEFT, EAST, ON OLD HIGHWAY FOR 0.32 KM
 AA2117'(0.20 MI) TO A PAVED ROAD RIGHT.  CONTINUE AHEAD FOR 0.43 KM (0.25 MI)
 AA2117'TO ROAD END AND A DIRT ROAD LEFT.  TURN LEFT, NORTH, ON COUNTY ROAD 23
 AA2117'(PASSING UNDER THE INTERSTATE HIGHWAY) FOR 5.69 KM (3.55 MI) TO A
 AA2117'CATTLE GUARD. CONTINUE NORTHERLY FOR 2.75 KM (1.70 MI) TO A CATTLE
 AA2117'GUARD. CONTINUE AHEAD FOR 6.68 KM (4.15 MI) TO A CATTLE GUARD.
 AA2117'CONTINUE AHEAD FOR 7.25 KM (4.50 MI) TO GRADED ROAD LEFT.  TURN LEFT,
 AA2117'WEST, UPGRADE ON LUMAN ROAD FOR 1.05 KM (0.65 MI) TO A CATTLE GUARD
 AA2117'JUST PAST REFERENCE MARK 1 ON THE RIGHT.  CONTINUE AHEAD FOR 0.42 KM
 AA2117'(0.25 MI) TO THE STATION ON THE LEFT AT A GRADED BULGE IN THE ROAD
 AA2117'DITCH. STATION MARK IS A DISK SET IN THE TOP OF A 30-CM ROUND CONCRETE
 AA2117'POST 30 CM BELOW GROUND IN OPEN HOLE.  IT IS 8.6 M (28.2 FT) SOUTHWEST
 AA2117'OF, AND LEVEL WITH THE ROAD CENTER, 1.2 M (3.9 FT) NORTHWEST OF A
 AA2117'METAL WITNESS POST, 0.6 M (2.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 AA2117'POST, AND 70 M (229.7 FT) SOUTHEAST OF NORTHWEST EDGE OF HILL.
 AA2117'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0404 ***********************************************************************
 OW0404  DESIGNATION -  DIXIE
 OW0404  PID         -  OW0404
 OW0404  STATE/COUNTY-  WY/FREMONT
 OW0404  USGS QUAD   -  PAVILLION BUTTE (1958)
 OW0404
 OW0404                         *CURRENT SURVEY CONTROL
 OW0404  ___________________________________________________________________
 OW0404* NAD 83(1993)-  43 22 21.82048(N)    108 37 41.94273(W)     ADJUSTED  
 OW0404* NAVD 88     -      1672.8    (meters)    5488.     (feet)  VERTCON   
 OW0404  ___________________________________________________________________
 OW0404  LAPLACE CORR-         -10.82  (seconds)                    DEFLEC99
 OW0404  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 OW0404
 OW0404  HORZ ORDER  -  THIRD
 OW0404
 OW0404.The horizontal coordinates were established by classical geodetic methods
 OW0404.and adjusted by the National Geodetic Survey in January 1997..
 OW0404
 OW0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0404
 OW0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0404
 OW0404.The geoid height was determined by GEOID03.
 OW0404
 OW0404;                    North         East     Units Scale Factor Converg.
 OW0404;SPC WYWC     -   319,067.099   609,861.314   MT  0.99993870   +0 05 00.8
 OW0404;UTM  12      - 4,804,938.752   692,142.556   MT  1.00005416   +1 37 45.2
 OW0404
 OW0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0404!SPC WYWC     -   0.99973974  x   0.99993870  =   0.99967845
 OW0404!UTM  12      -   0.99973974  x   1.00005416  =   0.99979388
 OW0404
 OW0404:                Primary Azimuth Mark                     Grid Az
 OW0404:SPC WYWC     -  INDIAN RIDGE                             268 38 07.8
 OW0404:UTM  12      -  INDIAN RIDGE                             267 05 23.4
 OW0404
 OW0404|---------------------------------------------------------------------|
 OW0404| PID    Reference Object                     Distance      Geod. Az  |
 OW0404|                                                           dddmmss.s |
 OW0404| OW0412 INDIAN RIDGE                        APPROX. 6.8 KM 2684308.6 |
 OW0404|---------------------------------------------------------------------|
 OW0404
 OW0404                          SUPERSEDED SURVEY CONTROL
 OW0404
 OW0404  NAD 83(1986)-  43 22 21.81331(N)    108 37 41.95010(W) AD(       ) 3
 OW0404  NGVD 29 (11/06/89) 1671.8    (m)         5485.     (f) VERT ANG       
 OW0404
 OW0404.Superseded values are not recommended for survey control.
 OW0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0404.See file dsdata.txt to determine how the superseded data were derived.
 OW0404
 OW0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9214304939(NAD 83)
 OW0404_MARKER: DS = TRIANGULATION STATION DISK
 OW0404_SETTING: 0 = UNSPECIFIED SETTING
 OW0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0404
 OW0404  HISTORY     - Date     Condition        Report By
 OW0404  HISTORY     - 1948     MONUMENTED       USGS
 OW0404
 OW0404                          STATION DESCRIPTION
 OW0404
 OW0404'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0404'STATION LOCATED ABOUT 9.5 MI. NNE. OF PAVILLION, ABOUT 2.5 MI. NE. OF
 OW0404'INDIAN RIDGE, ABOUT 0.3 MI. SW. OF BIG MUDDY CREEK, NEAR WINNEAGAR
 OW0404'PLACE, AND ON THE N. EDGE OF THE FLAT MESA BETWEEN INDIAN RIDGE AND
 OW0404'BIG MUDDY CREEK.  LOCATED IN SEC. 27, T 5 N, R 2 E.
 OW0404'
 OW0404'TO REACH FROM END OF PAVEMENT AT TRANSFORMER STATION AND CROSSROADS IN
 OW0404'PAVILLION, GO N. ON OLD MAVERICK SPRINGS RD. 6.0 MI. TO Y-RD.
 OW0404'FORKS, TAKE RIGHT FORK AND GO N. 1.1 MI. TO FORD ACROSS FIVE MILE
 OW0404'CREEK, CONTINUE N. 2.2 MI. ON GRADED RD. (FOLLOW TELEPHONE LINE) TO
 OW0404'HIGHEST POINT OF MESA AND TRACK T-INTERSECTION ON RIGHT, CONTINUE
 OW0404'STRAIGHT AHEAD (N.) 0.5 MI. TO TRACK T-INTERSECTION ON RIGHT, TURN
 OW0404'RIGHT AND FOLLOW WELL TRAVELED TRACK RD. E. 2.1 MI. TO --Y-- TRACK
 OW0404'FORKS, TAKE RIGHT FORK E. 2.4 MI., TURN LEFT ACROSS COUNTRY AND GO 0.5
 OW0404'MI. NE. TO STATION.
 OW0404'
 OW0404'STATION MARK--STANDARD USGS TABLET STAMPED---DIXIE 1948 TJW WFF---,
 OW0404'SET IN CONCRETE FLUSH WITH GROUND.  (--TJW WFF-- NOT ON TABLET)
 OW0404'
 OW0404'REFERENCE MARKS--STANDARD USGS REFERENCE TABLETS SET IN CONCRETE
 OW0404'MONUMENTS.
 OW0404'
 OW0404'REFERENCE MARK NO. 1--STAMPED---DIXIE NO. 1 1948 TJW WFF---, 25.90
 OW0404'FT. WNW. OF STATION, N 64 DEGREES 38 MINUTES, SE.
 OW0404'
 OW0404'REFERENCE MARK NO. 2--STAMPED---DIXIE NO. 2 1948 TJW WFF---, 33.40
 OW0404'FT. SSW. OF STATION, N 25 DEGREES 15 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0525 ***********************************************************************
 NR0525  DESIGNATION -  DODD
 NR0525  PID         -  NR0525
 NR0525  STATE/COUNTY-  WY/NATRONA
 NR0525  USGS QUAD   -  PINE MOUNTAIN SW (1984)
 NR0525
 NR0525                         *CURRENT SURVEY CONTROL
 NR0525  ___________________________________________________________________
 NR0525* NAD 83(1993)-  42 48 37.62831(N)    106 56 07.84731(W)     ADJUSTED  
 NR0525* NAVD 88     -      1868.2    (meters)    6129.     (feet)  VERTCON   
 NR0525  ___________________________________________________________________
 NR0525  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 NR0525  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 NR0525
 NR0525  HORZ ORDER  -  THIRD
 NR0525
 NR0525.The horizontal coordinates were established by classical geodetic methods
 NR0525.and adjusted by the National Geodetic Survey in January 1997..
 NR0525
 NR0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0525
 NR0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0525
 NR0525.The geoid height was determined by GEOID03.
 NR0525
 NR0525;                    North         East     Units Scale Factor Converg.
 NR0525;SPC WYEC     -   356,674.834   432,536.165   MT  0.99995052   +0 16 13.3
 NR0525;UTM  13      - 4,741,582.978   341,753.093   MT  0.99990809   -1 18 56.2
 NR0525
 NR0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0525!SPC WYEC     -   0.99970914  x   0.99995052  =   0.99965967
 NR0525!UTM  13      -   0.99970914  x   0.99990809  =   0.99961726
 NR0525
 NR0525:                Primary Azimuth Mark                     Grid Az
 NR0525:SPC WYEC     -  STROH                                    305 25 33.8
 NR0525:UTM  13      -  STROH                                    307 00 43.3
 NR0525
 NR0525|---------------------------------------------------------------------|
 NR0525| PID    Reference Object                     Distance      Geod. Az  |
 NR0525|                                                           dddmmss.s |
 NR0525| NR0544 STROH                               APPROX. 6.0 KM 3054147.1 |
 NR0525|---------------------------------------------------------------------|
 NR0525
 NR0525                          SUPERSEDED SURVEY CONTROL
 NR0525
 NR0525  NAD 83(1986)-  42 48 37.61851(N)    106 56 07.82175(W) AD(       ) 3
 NR0525  NGVD 29 (09/08/93) 1867.2    (m)         6126.     (f) VERT ANG       
 NR0525
 NR0525.Superseded values are not recommended for survey control.
 NR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0525.See file dsdata.txt to determine how the superseded data were derived.
 NR0525
 NR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH4175341583(NAD 83)
 NR0525_MARKER: DS = TRIANGULATION STATION DISK
 NR0525_SETTING: 0 = UNSPECIFIED SETTING
 NR0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0525
 NR0525  HISTORY     - Date     Condition        Report By
 NR0525  HISTORY     - 1947     MONUMENTED       USGS
 NR0525
 NR0525                          STATION DESCRIPTION
 NR0525
 NR0525'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NR0525'RECOVERED IN GOOD CONDITION IN 1957, AS DESCRIBED IN 1948.
 NR0525'
 NR0525'LOCATED ABOUT 29 MI. W. OF CASPER, IN SECTION 20, T 33 N, R 84 W.,
 NR0525'0.5 MI. NE. OF DODD RANCH HOUSE.
 NR0525'
 NR0525'TO REACH FROM CASPER POST OFFICE, GO W. ON U.S. HIGHWAY NO. 20 FOR
 NR0525'3.5 MI. TO JUNCTION WITH POISON SPIDER ROAD, TAKE LEFT AND FOLLOW
 NR0525'POISON SPIDER ROAD SW. FOR 18.2 MI. TO WOODEN BRIDGE, CONTINUE ON
 NR0525'FOR 2.9 MI. TO RD. FORK 500 FT. W. OF OIL INSTALLATIONS, TAKE LEFT
 NR0525'FORK AND GO W., FOLLOWING MAIN DIRT RD. FOR 7.1 MI. TO RD. FORK AT
 NR0525'TWO MAIL BOXES, ONE WITH NAME DODD ON IT, TAKE LEFT FORK AND GO SW.
 NR0525'THROUGH CATTLEGUARD AND ACROSS BRIDGE FOR 0.3 MI. TO GRIEVES RANCH,
 NR0525'FOLLOW RD. S. AND W. AROUND RANCH AND GO RIGHT AND W. ALONG FIELD
 NR0525'RD. 1.5 MI. TO GATE, CONTINUE W. 2.3 MI. TO DIM RD. FORK TO RIGHT
 NR0525'(EASILY MISSED), TAKE RIGHT FORK AND FOLLOW DIM RD. NW. (0.4 MI.
 NR0525'BEFORE COMING TO DODD RANCH) FOR 0.2 MI. TO FORK, TAKE RIGHT FORK
 NR0525'0.1 MI., THEN TURN LEFT AND GO W. UP WIDE DRAW 0.3 MI., THEN BEAR
 NR0525'RIGHT AND GO NW. TOWARD HIGHEST HILL IN VICINITY.  STATION IS NEAR
 NR0525'W. END OF FAIRLY LEVEL LONG FLAT HILL.
 NR0525'
 NR0525'STATION MARK--STANDARD TABLET STAMPED---DODD 1947---, AND SET IN A
 NR0525'CONCRETE MONUMENT 4 IN. ABOVE GROUND.
 NR0525'
 NR0525'REFERENCE MARK--STANDARD REFERENCE TABLETS SET IN CONCRETE MONUMENTS
 NR0525'4 IN. ABOVE GROUND.
 NR0525'
 NR0525'REFERENCE MARK NO. 1--STAMPED---DODD NO. 1 1947--- AND 45.92 FT. SE.
 NR0525'OF STATION MARK, N 47 DEGREES 13 MINUTES, NW.
 NR0525'
 NR0525'REFERENCE MARK NO. 2--STAMPED---DODD NO. 2 1947--- AND 47.91 FT. NE.
 NR0525'OF STATION MARK, N 55 DEGREES 10 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1291 ***********************************************************************
 MO1291  DESIGNATION -  DODGE
 MO1291  PID         -  MO1291
 MO1291  STATE/COUNTY-  WY/ALBANY
 MO1291  USGS QUAD   -  DODGE RANCH (1981)
 MO1291
 MO1291                         *CURRENT SURVEY CONTROL
 MO1291  ___________________________________________________________________
 MO1291* NAD 83(1993)-  41 57 27.23544(N)    105 36 48.39264(W)     ADJUSTED  
 MO1291* NAVD 88     -      2292.8    (meters)    7522.     (feet)  VERTCON   
 MO1291  ___________________________________________________________________
 MO1291  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 MO1291  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 MO1291
 MO1291  HORZ ORDER  -  THIRD
 MO1291
 MO1291.The horizontal coordinates were established by classical geodetic methods
 MO1291.and adjusted by the National Geodetic Survey in January 1997..
 MO1291
 MO1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1291
 MO1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1291
 MO1291.The geoid height was determined by GEOID03.
 MO1291
 MO1291;                    North         East     Units Scale Factor Converg.
 MO1291;SPC WY E     -   161,961.226   162,961.982   MT  0.99995437   -0 17 55.4
 MO1291;UTM  13      - 4,645,246.734   449,162.315   MT  0.99963180   -0 24 36.5
 MO1291
 MO1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1291!SPC WY E     -   0.99964233  x   0.99995437  =   0.99959672
 MO1291!UTM  13      -   0.99964233  x   0.99963180  =   0.99927426
 MO1291
 MO1291:                Primary Azimuth Mark                     Grid Az
 MO1291:SPC WY E     -  BOSWELL                                  316 00 08.4
 MO1291:UTM  13      -  BOSWELL                                  316 06 49.5
 MO1291
 MO1291|---------------------------------------------------------------------|
 MO1291| PID    Reference Object                     Distance      Geod. Az  |
 MO1291|                                                           dddmmss.s |
 MO1291| MO1295 BOSWELL                             APPROX. 4.2 KM 3154213.0 |
 MO1291|---------------------------------------------------------------------|
 MO1291
 MO1291                          SUPERSEDED SURVEY CONTROL
 MO1291
 MO1291  NAD 83(1986)-  41 57 27.21986(N)    105 36 48.38596(W) AD(       ) 3
 MO1291  NAD 27      -  41 57 27.33223(N)    105 36 46.40302(W) AD(       ) 3
 MO1291  NGVD 29 (07/19/86) 2291.8    (m)         7519.     (f) VERT ANG       
 MO1291
 MO1291.Superseded values are not recommended for survey control.
 MO1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1291.See file dsdata.txt to determine how the superseded data were derived.
 MO1291
 MO1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4916245247(NAD 83)
 MO1291_MARKER: DD = SURVEY DISK
 MO1291_SETTING: 0 = UNSPECIFIED SETTING
 MO1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1291
 MO1291  HISTORY     - Date     Condition        Report By
 MO1291  HISTORY     - 1953     MONUMENTED       USGS
 MO1291
 MO1291                          STATION DESCRIPTION
 MO1291
 MO1291'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1291'STATION LOCATED ON A PROMINENT BUTTE, ABOUT 24 MI. (AIRLINE) NE. OF
 MO1291'ROCK RIVER, IN SEC. 20, T 23 N, R 73 W, ABOUT 800 FT. SE. OF THE
 MO1291'WHEATLAND-ROCK RIVER ROAD.
 MO1291'
 MO1291'TO REACH FROM ROCK RIVER POST OFFICE, GO E. 0.2 MI. TO U.S. HIGHWAY
 MO1291'30, TURN LEFT AND GO N. 1.5 MI. TO A POINT WHERE THE OLD HIGHWAY FORKS
 MO1291'OFF TO RIGHT, TAKE OLD RD. AND GO 1.3 MI. TO A CROSSROADS, TURN RIGHT
 MO1291'AND FOLLOW SIGNS MARKED ---GARRETT ROUTE--- FOR 23.0 MI.  AT THIS
 MO1291'POINT TURN OFF RD. TO RIGHT AND DRIVE UP INTO BASIN.  FROM HERE PACK
 MO1291'TO POINT OF LIMESTONE BUTTE OVERLOOKING RD. AND STATION SITE.  A 5
 MO1291'MINUTE PACK.
 MO1291'
 MO1291'STATION MARK--STANDARD TABLET, SET IN LIMESTONE OUTCROP, STAMPED
 MO1291'---DODGE 1953---.
 MO1291'
 MO1291'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0802 ***********************************************************************
 MR0802  DESIGNATION -  DOG
 MR0802  PID         -  MR0802
 MR0802  STATE/COUNTY-  WY/UINTA
 MR0802  USGS QUAD   -  LEROY (1978)
 MR0802
 MR0802                         *CURRENT SURVEY CONTROL
 MR0802  ___________________________________________________________________
 MR0802* NAD 83(1993)-  41 17 54.43769(N)    110 35 44.09997(W)     ADJUSTED  
 MR0802* NAVD 88     -      2111.4    (meters)    6927.     (feet)  VERTCON   
 MR0802  ___________________________________________________________________
 MR0802  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 MR0802  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MR0802
 MR0802  HORZ ORDER  -  THIRD
 MR0802
 MR0802.The horizontal coordinates were established by classical geodetic methods
 MR0802.and adjusted by the National Geodetic Survey in January 1997..
 MR0802
 MR0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0802
 MR0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0802
 MR0802.The geoid height was determined by GEOID03.
 MR0802
 MR0802;                    North         East     Units Scale Factor Converg.
 MR0802;SPC WY W     -   188,791.014   757,099.354   MT  0.99996014   -0 20 17.1
 MR0802;UTM  12      - 4,571,968.113   533,858.213   MT  0.99961411   +0 16 00.9
 MR0802
 MR0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0802!SPC WY W     -   0.99967117  x   0.99996014  =   0.99963132
 MR0802!UTM  12      -   0.99967117  x   0.99961411  =   0.99928540
 MR0802
 MR0802|---------------------------------------------------------------------|
 MR0802| PID    Reference Object                     Distance      Geod. Az  |
 MR0802|                                                           dddmmss.s |
 MR0802| CP4850 DOG RM 1                             15.428 METERS 12743     |
 MR0802| CP4851 DOG RM 2                             12.696 METERS 22546     |
 MR0802| CP4849 DOG AZ MK                                          2674123.5 |
 MR0802|---------------------------------------------------------------------|
 MR0802
 MR0802                          SUPERSEDED SURVEY CONTROL
 MR0802
 MR0802  NAD 83(1986)-  41 17 54.42473(N)    110 35 44.09133(W) AD(       ) 3
 MR0802  NAD 27      -  41 17 54.61040(N)    110 35 41.49260(W) AD(       ) 3
 MR0802  NGVD 29 (07/19/86) 2110.1    (m)         6923.     (f) VERT ANG       
 MR0802
 MR0802.Superseded values are not recommended for survey control.
 MR0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0802.See file dsdata.txt to determine how the superseded data were derived.
 MR0802
 MR0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL3385871968(NAD 83)
 MR0802_MARKER: DS = TRIANGULATION STATION DISK
 MR0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0802
 MR0802  HISTORY     - Date     Condition        Report By
 MR0802  HISTORY     - 1962     MONUMENTED       CGS
 MR0802  HISTORY     - 1981     GOOD             LOCENG
 MR0802
 MR0802                          STATION DESCRIPTION
 MR0802
 MR0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0802'STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY 30S,
 MR0802'ABOUT 7-3/4 MILES EAST OF THE JUNCTION OF U.S. HIGHWAYS 30S
 MR0802'AND 189, 11 MILES WEST OF FORT BRIDGER AND JUST EAST OF
 MR0802'DOG SPRING.
 MR0802'
 MR0802'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30S
 MR0802'AND 189, WHICH IS 13-1/2 MILES EAST OF EVANSTON, GO EAT ON U.S.
 MR0802'HIGHWAY 30S FOR 5.45 MILES TO THE LEROY ROAD EXIT.  CONTINUE
 MR0802'EASTERLY ON THE HIGHWAY FOR 1.5 MILES TO THE AZIMUTH MARK ON
 MR0802'THE LEFT.  CONTINUE EASTERLY ON THE HIGHWAY FOR 0.4 MILE TO THE
 MR0802'STATION THE LEFT.
 MR0802'
 MR0802'STATION MARK IS A STANDARD DISK, STAMPED DOG 1962, SET IN THE
 MR0802'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 MR0802'IT IS 10.9 FEET SOUTHWEST OF THE WEST ONE OF TWO TELEPHONE
 MR0802'LINE POLES, 29.5 FEET NORTH OF A FENCE AND 3.6 FEET NORTH
 MR0802'OF A WITNESS POST.
 MR0802'
 MR0802'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOG NO 1 1962,
 MR0802'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0802'2 INCHES.  IT IS 1 FOOT NORTH OF THE FENCE, 48.7 FEET
 MR0802'EAST-SOUTHEAST OF THE WITNESS POST AND 49 FEET SOUTHEAST OF THE
 MR0802'POLE.
 MR0802'
 MR0802'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOG NO 2 1962,
 MR0802'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0802'4 INCHES.  IT IS 1.4 FEET NORTH OF THE FENCE, 39 FEET SOUTHWEST
 MR0802'OF THE WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 MR0802'
 MR0802'AZIMUTH MARK IS A STANDARD DISK, STAMPED DOG 1962, SET IN A
 MR0802'DRILL HOLE IN THE EAST END OF A CONCRETE BRIDGE ABUTMENT.
 MR0802'IT IS 22.4 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE
 MR0802'OF U.S. HIGHWAY 30S, 0.5 FEET WEST OF THE EAST END OF THE BRIDGE
 MR0802'AND ABOUT 6 INCHES HIGHER THAN THE HIGHWAY.
 MR0802
 MR0802                          STATION RECOVERY (1981)
 MR0802
 MR0802'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (NM)
 MR0802'DOG RECOVERED IN GOOD CONDITION.
 MR0802'
 MR0802'RM 1 RECOVERED IN GOOD CONDITION.
 MR0802'
 MR0802'RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0756 ***********************************************************************
 MR0756  DESIGNATION -  DOME
 MR0756  PID         -  MR0756
 MR0756  STATE/COUNTY-  WY/LINCOLN
 MR0756  USGS QUAD   -  LITTLE ROUND MOUNTAIN (1969)
 MR0756
 MR0756                         *CURRENT SURVEY CONTROL
 MR0756  ___________________________________________________________________
 MR0756* NAD 83(1993)-  41 38 43.04784(N)    110 29 49.07421(W)     ADJUSTED  
 MR0756* NAVD 88     -      2212.3    (meters)    7258.     (feet)  VERTCON   
 MR0756  ___________________________________________________________________
 MR0756  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 MR0756  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 MR0756
 MR0756  HORZ ORDER  -  FIRST
 MR0756
 MR0756.The horizontal coordinates were established by classical geodetic methods
 MR0756.and adjusted by the National Geodetic Survey in January 1997..
 MR0756
 MR0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0756
 MR0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0756
 MR0756.The geoid height was determined by GEOID03.
 MR0756
 MR0756;                    North         East     Units Scale Factor Converg.
 MR0756;SPC WY W     -   227,265.366   765,542.756   MT  0.99995211   -0 16 29.5
 MR0756;UTM  12      - 4,610,516.720   541,890.781   MT  0.99962159   +0 20 03.4
 MR0756
 MR0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0756!SPC WY W     -   0.99965538  x   0.99995211  =   0.99960751
 MR0756!UTM  12      -   0.99965538  x   0.99962159  =   0.99927710
 MR0756
 MR0756|---------------------------------------------------------------------|
 MR0756| PID    Reference Object                     Distance      Geod. Az  |
 MR0756|                                                           dddmmss.s |
 MR0756| MR0757 DOME PIPE                             1.183 METERS 00718     |
 MR0756| CP4852 DOME AZ MK                                         1164046.0 |
 MR0756| MR0755 DOME CAIRN                           14.900 METERS 16537     |
 MR0756| CP4853 DOME RM 1                            33.942 METERS 21823     |
 MR0756| CP4854 DOME RM 2                            13.944 METERS 29840     |
 MR0756|---------------------------------------------------------------------|
 MR0756
 MR0756                          SUPERSEDED SURVEY CONTROL
 MR0756
 MR0756  NAD 83(1986)-  41 38 43.03731(N)    110 29 49.06883(W) AD(       ) 1
 MR0756  NAD 27      -  41 38 43.22080(N)    110 29 46.46990(W) AD(       ) 1
 MR0756  NGVD 29 (07/19/86) 2211.0    (m)         7254.     (f) VERT ANG       
 MR0756
 MR0756.Superseded values are not recommended for survey control.
 MR0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0756.See file dsdata.txt to determine how the superseded data were derived.
 MR0756
 MR0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4189110517(NAD 83)
 MR0756_MARKER: DS = TRIANGULATION STATION DISK
 MR0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0756
 MR0756  HISTORY     - Date     Condition        Report By
 MR0756  HISTORY     - 1962     MONUMENTED       CGS
 MR0756
 MR0756                          STATION DESCRIPTION
 MR0756
 MR0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0756'THE STATION IS ABOUT 10-1/2 MILES SOUTH-SOUTHEAST OF KEMMERER,
 MR0756'12-1/2 MILES SOUTHWEST OF OPAL, 4 MILES EAST OF U.S. HIGHWAY
 MR0756'189 AND 4-1/2 MILES NORTH OF THE LINCOLN-UINTA COUNTY LINE,
 MR0756'ON THE HIGHEST POINT OF A DOME SHAPED HILL WHICH IS THE
 MR0756'HIGHEST HILL IN THE IMMEDIATE VICINITY.
 MR0756'
 MR0756'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 N AND 189
 MR0756'IN THE SOUTHEAST PART OF DIAMONDVILLE, GO SOUTHWEST AND SOUTH ON
 MR0756'HIGHWAY 189 FOR 6.45 MILES TO A CROSSROADS, THIS IS 0.85
 MR0756'MILE BEFORE REACHING SHELTER CABIN NO. 1.  TURN LEFT AND GO
 MR0756'EAST FOR 1.0 MILE TO A RAILROAD CROSSING.  CROSS THE TRACKS AND
 MR0756'CONTINUE ON THE MAIN ROAD FOR 0.3 MILE TO A CROSSROADS.  TURN
 MR0756'RIGHT, CROSS A BRIDGE, THENCE LEFT, SOUTHERLY, UP A CANYON FOR
 MR0756'1.65 MILES TO A FORK JUST AFTER CROSSING A BRIDGE.  TAKE THE
 MR0756'LEFT FORK AND GO 0.45 MILE TO AN ABANDONED MINE ON THE RIGHT.
 MR0756'BEAR LEFT AND CONTINUE ON THE MAIN ROAD FOR 1.3 MILES TO A
 MR0756'FORK.  TAKE THE LEFT FORK AND GO EAST AND SOUTH FOR 1.2
 MR0756'MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE FOR 1.15
 MR0756'MILES TO A LOW SADDLE.  (THE AZIMUTH MARK IS 0.5 MILE
 MR0756'EAST OF THIS POINT ON THE HIGHEST HILL IN THE VICINITY) AT
 MR0756'THIS POINT LEAVE THE MAIN ROAD AND GO CROSS COUNTRY
 MR0756'NORTH AND WEST FOR ABOUT 0.5 MILE TO THE HIGHEST POINT AND
 MR0756'THE STATION.
 MR0756'
 MR0756'THE STATION MARK IS A STANDARD DISK, STAMPED DOME 1962, SET IN THE
 MR0756'TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 5 INCHES.
 MR0756'IT IS 4.7 FEET SOUTHEAST OF A WITNESS POST.
 MR0756'
 MR0756'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOME NO 1 1962,
 MR0756'CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP PROJECTING
 MR0756'4 INCHES.  IT IS 91 FEET WEST-SOUTHWEST OF THE CAIRN AND AT
 MR0756'ABOUT THE SAME ELEVATION AS THE STATION.
 MR0756'
 MR0756'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOME NO 2 1962,
 MR0756'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0756'3 INCHES.  IT IS 87 FEET NORTHWEST OF THE CAIRN AND AT ABOUT
 MR0756'THE SAME ELEVATION AS THE STATION.
 MR0756'
 MR0756'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DOME 1962, CEMENTED
 MR0756'IN A DRILL HOLE IN A 2-1/2 BY 4 FOOT ROCK OUTCROP PROJECTING 2
 MR0756'INCHES.  IT IS ABOUT 500 FEET SOUTH AND 100 FEET HIGHER THAN THE
 MR0756'ROAD AND 4 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0511 ***********************************************************************
 PW0511  DESIGNATION -  DOME
 PW0511  PID         -  PW0511
 PW0511  STATE/COUNTY-  WY/SHERIDAN
 PW0511  USGS QUAD   -  SHELL RESERVOIR (1993)
 PW0511
 PW0511                         *CURRENT SURVEY CONTROL
 PW0511  ___________________________________________________________________
 PW0511* NAD 83(1993)-  44 35 43.43771(N)    107 22 58.98291(W)     ADJUSTED  
 PW0511* NAVD 88     -      3301.6    (meters)   10832.     (feet)  VERTCON   
 PW0511  ___________________________________________________________________
 PW0511  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 PW0511  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PW0511
 PW0511  HORZ ORDER  -  FIRST
 PW0511
 PW0511.The horizontal coordinates were established by classical geodetic methods
 PW0511.and adjusted by the National Geodetic Survey in January 1997..
 PW0511
 PW0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0511
 PW0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0511
 PW0511.The geoid height was determined by GEOID03.
 PW0511
 PW0511;                    North         East     Units Scale Factor Converg.
 PW0511;SPC WYEC     -   554,906.007   396,052.691   MT  0.99993769   -0 02 05.7
 PW0511;UTM  13      - 4,940,768.385   310,861.155   MT  1.00003994   -1 40 25.0
 PW0511
 PW0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0511!SPC WYEC     -   0.99948393  x   0.99993769  =   0.99942166
 PW0511!UTM  13      -   0.99948393  x   1.00003994  =   0.99952385
 PW0511
 PW0511|---------------------------------------------------------------------|
 PW0511| PID    Reference Object                     Distance      Geod. Az  |
 PW0511|                                                           dddmmss.s |
 PW0511| PW0512 DOME LAKE                             4.686 METERS 22536     |
 PW0511| CQ5417 DOME RM 1                             7.625 METERS 33725     |
 PW0511| CQ5416 DOME AZ MK                                         3492611.5 |
 PW0511|---------------------------------------------------------------------|
 PW0511
 PW0511                          SUPERSEDED SURVEY CONTROL
 PW0511
 PW0511  NAD 83(1986)-  44 35 43.42360(N)    107 22 58.96777(W) AD(       ) 1
 PW0511  NAD 27      -  44 35 43.54790(N)    107 22 56.68480(W) AD(       ) 1
 PW0511  NGVD 29 (07/19/86) 3300.5    (m)        10828.     (f) VERT ANG       
 PW0511
 PW0511.Superseded values are not recommended for survey control.
 PW0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0511.See file dsdata.txt to determine how the superseded data were derived.
 PW0511
 PW0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1086140768(NAD 83)
 PW0511_MARKER: DS = TRIANGULATION STATION DISK
 PW0511_SETTING: 80 = SET IN A BOULDER
 PW0511_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PW0511
 PW0511  HISTORY     - Date     Condition        Report By
 PW0511  HISTORY     - 1957     MONUMENTED       CGS
 PW0511
 PW0511                          STATION DESCRIPTION
 PW0511
 PW0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0511'STATION IS LOCATED ON THE HIGHEST POINT OF HIGH, ROCKY, DOME-SHAPED
 PW0511'PEAK, ABOUT 4 MILES WEST-NORTHWEST OF DOME LAKE, ABOUT 20
 PW0511'MILES SOUTH-SOUTHWEST OF DAYTON AND ABOUT 2 MILES EAST OF AN
 PW0511'OLD STAGE ROAD ACROSS THE DIVIDE IN THE BIG HORN NATIONAL
 PW0511'FOREST.
 PW0511'
 PW0511'REACHED FROM BURGESS JUNCTION (JUNCTION OF U.S. HIGHWAY 14
 PW0511'AND STATE HIGHWAY 14 ABOUT 17 MILES SOUTHWEST OF DAYTON), BY
 PW0511'GOING SOUTHERLY ON U.S. HIGHWAY 14 FOR 10.05 MILES TO THE BIG
 PW0511'HORN-SHERIDAN COUNTY LINE, CONTINUE SOUTHERLY ON HIGHWAY 14
 PW0511'FOR 0.75 MILE TO A SIDE ROAD LEFT, TURN SHARP LEFT AND FOLLOW
 PW0511'GRADED ROAD FOR 0.5 MILE TO A FORK, TAKE RIGHT FORK, MAIN
 PW0511'ROAD, FOR 1.25 MILES TO A FORK, TAKE LEFT FORK FOR 0.7 MILE TO
 PW0511'A FORK, KEEP RIGHT FORK FOR 0.65 MILE TO A FORK AND OLD POLE
 PW0511'CORRAL JUST BEYOND, TAKE LEFT FORK 0.75 MILE TO A FORK,
 PW0511'TAKE RIGHT FORK FOR 1.0 MILE TO A FORK AT A POINT WHERE BOTH
 PW0511'FORKS START DOWNHILL, TAKE LEFT FORK AND FOLLOW VERY ROUGH,
 PW0511'ROCKY ROAD FOR 1.4 MILES TO A FORK, TAKE RIGHT FORK FOR
 PW0511'0.65 MILE TO A SMALL CREEK, CROSS CREEK AND GO 0.15 MILE TO
 PW0511'A POINT JUST OPPOSITE CREEK, LEAVE MAIN ROAD CROSSING CREEK
 PW0511'AND PICK WAY UP HILL, EASTERLY, FOR 0.3 MILE, AT THIS POINT
 PW0511'BEAR RIGHT, SOUTHERLY, PICKING WAY ACROSS SMALL VALLEY, TO
 PW0511'THE SOUTHWEST SIDE OF THE BASE OF A ROUND, ROCKY HILL AND
 PW0511'END OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHERLY ACROSS
 PW0511'MEADOW FOR APPROXIMATELY 1 MILE TO THE TOP OF A HIGH HILL AND
 PW0511'STATION ON THE EAST SIDE AND HIGHEST POINT.
 PW0511'
 PW0511'STATION MARK IS A STANDARD DISK, STAMPED DOME 1957, SET IN
 PW0511'A DRILL HOLE IN A LARGE BOULDER ABOUT 15 FEET LONG, 5 FEET
 PW0511'WIDE AND PROJECTING 3 FEET.
 PW0511'
 PW0511'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOME NO 1 1957,
 PW0511'SET IN A DRILL HOLE IN A LARGE BOULDER ABOUT 8 FEET WIDE, 11
 PW0511'FEET LONG AND PROJECTING 4 FEET.
 PW0511'
 PW0511'DOME LAKE (USGS) IS A 1-INCH, ROUND COPPER BOLT SET IN A DRILL
 PW0511'HOLE IN A LARGE BOULDER PROJECTING 5 FEET.  THIS MARK WAS
 PW0511'USED AS REFERENCE MARK 2.
 PW0511'
 PW0511'AZIMUTH MARK IS A STANDARD DISK, STAMPED DOME 1957, SET IN A
 PW0511'DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE.  IT IS IN
 PW0511'THE EAST-CENTRAL PART OF A NORTH-SOUTH ROCKY RIDGE LEADING
 PW0511'TO THE HILL THE STATION IS ON.  TO REACH THE AZIMUTH MARK FROM
 PW0511'THE STATION PACK NORTHERLY DOWN HILL THEN UP RIDGE FOR
 PW0511'APPROXIMATELY 0.3 MILE TO THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0567 ***********************************************************************
 NQ0567  DESIGNATION -  DOME
 NQ0567  PID         -  NQ0567
 NQ0567  STATE/COUNTY-  WY/CONVERSE
 NQ0567  USGS QUAD   -  DILTS RANCH (1973)
 NQ0567
 NQ0567                         *CURRENT SURVEY CONTROL
 NQ0567  ___________________________________________________________________
 NQ0567* NAD 83(1993)-  42 35 17.18633(N)    105 16 56.54527(W)     ADJUSTED  
 NQ0567* NAVD 88     -      1657.9    (meters)    5439.     (feet)  VERTCON   
 NQ0567  ___________________________________________________________________
 NQ0567  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 NQ0567  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 NQ0567
 NQ0567  HORZ ORDER  -  THIRD
 NQ0567
 NQ0567.The horizontal coordinates were established by classical geodetic methods
 NQ0567.and adjusted by the National Geodetic Survey in January 1997..
 NQ0567
 NQ0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0567
 NQ0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0567
 NQ0567.The geoid height was determined by GEOID03.
 NQ0567
 NQ0567;                    North         East     Units Scale Factor Converg.
 NQ0567;SPC WY E     -   231,906.494   190,502.955   MT  0.99993861   -0 04 41.9
 NQ0567;UTM  13      - 4,715,115.101   476,831.040   MT  0.99960660   -0 11 27.9
 NQ0567
 NQ0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0567!SPC WY E     -   0.99974222  x   0.99993861  =   0.99968085
 NQ0567!UTM  13      -   0.99974222  x   0.99960660  =   0.99934892
 NQ0567
 NQ0567:                Primary Azimuth Mark                     Grid Az
 NQ0567:SPC WY E     -  FITZHUGH                                 140 49 29.7
 NQ0567:UTM  13      -  FITZHUGH                                 140 56 15.7
 NQ0567
 NQ0567|---------------------------------------------------------------------|
 NQ0567| PID    Reference Object                     Distance      Geod. Az  |
 NQ0567|                                                           dddmmss.s |
 NQ0567| NQ0552 FITZHUGH                            APPROX. 5.5 KM 1404447.8 |
 NQ0567|---------------------------------------------------------------------|
 NQ0567
 NQ0567                          SUPERSEDED SURVEY CONTROL
 NQ0567
 NQ0567  NAD 83(1986)-  42 35 17.16604(N)    105 16 56.53414(W) AD(       ) 3
 NQ0567  NAD 27      -  42 35 17.27987(N)    105 16 54.60231(W) AD(       ) 3
 NQ0567  NGVD 29 (07/19/86) 1657.0    (m)         5436.     (f) VERT ANG       
 NQ0567
 NQ0567.Superseded values are not recommended for survey control.
 NQ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0567.See file dsdata.txt to determine how the superseded data were derived.
 NQ0567
 NQ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7683115115(NAD 83)
 NQ0567_MARKER: DD = SURVEY DISK
 NQ0567_SETTING: 0 = UNSPECIFIED SETTING
 NQ0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0567
 NQ0567  HISTORY     - Date     Condition        Report By
 NQ0567  HISTORY     - 1947     MONUMENTED       USGS
 NQ0567
 NQ0567                          STATION DESCRIPTION
 NQ0567
 NQ0567'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0567'LOCATED ON A HIGH POINT IN ROUGH TERRAIN WHICH RUNS IN A GENERAL
 NQ0567'N-S. DIRECTION, ABOUT 12 MI. SE. OF DOUGLAS, WYOMING, ABOUT 3 MI.
 NQ0567'S. OF NORTH PLATTE RIVER.
 NQ0567'
 NQ0567'TO REACH STATION FROM POST OFFICE IN DOUGLAS, GO 1 BLOCK E. AND 1
 NQ0567'BLOCK S. TO U.S. HIGHWAYS 20 AND 87, CONTINUE S. ON HIGHWAY FOR 0.7
 NQ0567'MI. TO WHERE HIGHWAY TURNS LEFT, LEAVE HIGHWAY AND CONTINUE S. ON
 NQ0567'GRADED RD. FOR 0.6 MI., TURN RIGHT (W.) AND GO 0.1 MI. OVER RAILROAD
 NQ0567'TRACKS, THEN TURN S. AGAIN, GO 1.0 MI.  HERE TURN W. CROSSING NORTH
 NQ0567'PLATTE RIVER AT 0.8 MI., CONTINUE 0.35 MI. TO LEFT TURN, FOLLOW RD.
 NQ0567'8.3 MI. TO TBM 4951.5, TURN LEFT CROSSING CATTLEGUARD AND FOLLOW
 NQ0567'RANCH RD. FOR 1.0 MI. TO STREAM CROSSING.  CONTINUE FOR 0.1 MI. TO
 NQ0567'DILTZ RANCH HOUSE, FOLLOW RD. AROUND THE N. AND E. SIDES OF HOUSE
 NQ0567'FOR 0.1 MI. TO IRRIGATION DITCH BRIDGE AND 0.5 MI. FROM HERE TO A
 NQ0567'GATE.  CONTINUE IN A GENERAL SE. DIRECTION FOR 2.0 MI. TO A GATE
 NQ0567'AND 1.85 MI. FARTHER ON TO ANOTHER GATE, GO 1.4 MI. TO OREGON TRAIL
 NQ0567'MONUMENT AND Y-FORK, TAKE LEFT FORK AND GO 0.25 MI. TO ANOTHER Y-FORK,
 NQ0567'FOLLOW LEFT FORK WHICH SWINGS AROUND IN A GENERAL NORTHERN DIRECTION
 NQ0567'AND GO 0.8 MI. TO GATE.  CONTINUE ON DIM RD. FOR 1.1 MI. TO Y-FORK,
 NQ0567'TAKE LEFT FORK FOR 0.15 MI. AND MAKE SHARP TURN ONTO DIM TRAIL,
 NQ0567'CONTINUE IN A NORTHERN DIRECTION ALONG RIDGE TOP FOR 0.8 MI. TO HIGH
 NQ0567'POINT AND STATION.
 NQ0567'
 NQ0567'STATION MARK--STANDARD TABLET SET IN CONCRETE POST AND STAMPED
 NQ0567'---DOME 1947---.
 NQ0567'
 NQ0567'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN CONCRETE
 NQ0567'MONUMENT AND STAMPED ---1947 DOME REF. NO. 1---, 23.05 FT. FROM
 NQ0567'STATION, N 20 DEG 11 MIN W.
 NQ0567'
 NQ0567'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN LIGHT COLORED
 NQ0567'FLAT ROCK, STAMPED ---1947 DOME REF. NO. 2---, 77.37 FT. FROM
 NQ0567'STATION, S 66 DEG 23 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0755 ***********************************************************************
 MR0755  DESIGNATION -  DOME CAIRN
 MR0755  PID         -  MR0755
 MR0755  STATE/COUNTY-  WY/LINCOLN
 MR0755  USGS QUAD   -  LITTLE ROUND MOUNTAIN (1969)
 MR0755
 MR0755                         *CURRENT SURVEY CONTROL
 MR0755  ___________________________________________________________________
 MR0755* NAD 83(1993)-  41 38 42.58000(N)    110 29 48.91434(W)     ADJUSTED  
 MR0755* NAVD 88     -      2212.     (meters)    7257.     (feet)  SCALED    
 MR0755  ___________________________________________________________________
 MR0755  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 MR0755  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 MR0755
 MR0755  HORZ ORDER  -  THIRD
 MR0755
 MR0755.The horizontal coordinates were established by classical geodetic methods
 MR0755.and adjusted by the National Geodetic Survey in January 1997..
 MR0755
 MR0755.The orthometric height was scaled from a topographic map.
 MR0755
 MR0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0755
 MR0755.The geoid height was determined by GEOID03.
 MR0755
 MR0755;                    North         East     Units Scale Factor Converg.
 MR0755;SPC WY W     -   227,250.915   765,546.386   MT  0.99995210   -0 16 29.4
 MR0755;UTM  12      - 4,610,502.314   541,894.563   MT  0.99962160   +0 20 03.5
 MR0755
 MR0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0755!SPC WY W     -   0.99965538  x   0.99995210  =   0.99960750
 MR0755!UTM  12      -   0.99965538  x   0.99962160  =   0.99927711
 MR0755
 MR0755                          SUPERSEDED SURVEY CONTROL
 MR0755
 MR0755  NAD 83(1986)-  41 38 42.56948(N)    110 29 48.90896(W) AD(       ) 4
 MR0755  NAD 27      -  41 38 42.75300(N)    110 29 46.31000(W) AD(       ) 3
 MR0755
 MR0755.Superseded values are not recommended for survey control.
 MR0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0755.See file dsdata.txt to determine how the superseded data were derived.
 MR0755
 MR0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4189510502(NAD 83)
 MR0755_MARKER: 72 = CAIRN
 MR0755
 MR0755  HISTORY     - Date     Condition        Report By
 MR0755  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0755
 MR0755                          STATION DESCRIPTION
 MR0755
 MR0755'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0358 ***********************************************************************
 OW0358  DESIGNATION -  DOME ET
 OW0358  PID         -  OW0358
 OW0358  STATE/COUNTY-  WY/SUBLETTE
 OW0358  USGS QUAD   -  SQUARETOP MOUNTAIN (1993)
 OW0358
 OW0358                         *CURRENT SURVEY CONTROL
 OW0358  ___________________________________________________________________
 OW0358* NAD 83(1993)-  43 09 36.13086(N)    109 51 43.45491(W)     ADJUSTED  
 OW0358* NAVD 88     -      3425.8    (meters)   11239.     (feet)  VERTCON   
 OW0358  ___________________________________________________________________
 OW0358  LAPLACE CORR-          16.38  (seconds)                    DEFLEC99
 OW0358  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 OW0358
 OW0358  HORZ ORDER  -  THIRD
 OW0358
 OW0358.The horizontal coordinates were established by classical geodetic methods
 OW0358.and adjusted by the National Geodetic Survey in January 1997..
 OW0358
 OW0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0358
 OW0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0358
 OW0358.The geoid height was determined by GEOID03.
 OW0358
 OW0358;                    North         East     Units Scale Factor Converg.
 OW0358;SPC WY W     -   395,455.559   817,993.943   MT  0.99994148   +0 09 04.9
 OW0358;SPC WYWC     -   296,032.194   509,561.644   MT  1.00003808   -0 45 38.7
 OW0358;UTM  12      - 4,779,215.247   592,510.054   MT  0.99970528   +0 46 42.4
 OW0358
 OW0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0358!SPC WY W     -   0.99946443  x   0.99994148  =   0.99940594
 OW0358!SPC WYWC     -   0.99946443  x   1.00003808  =   0.99950249
 OW0358!UTM  12      -   0.99946443  x   0.99970528  =   0.99916987
 OW0358
 OW0358:                Primary Azimuth Mark                     Grid Az
 OW0358:SPC WY W     -  NEW ET                                   026 08 36.2
 OW0358:SPC WYWC     -  NEW ET                                   027 03 19.8
 OW0358:UTM  12      -  NEW ET                                   025 30 58.7
 OW0358
 OW0358|---------------------------------------------------------------------|
 OW0358| PID    Reference Object                     Distance      Geod. Az  |
 OW0358|                                                           dddmmss.s |
 OW0358| OW0357 NEW ET                              APPROX. 5.4 KM 0261741.1 |
 OW0358| OW0356 GANNETT PEAK CAIRN                  APPROX.17.1 KM 0805408.4 |
 OW0358|---------------------------------------------------------------------|
 OW0358
 OW0358                          SUPERSEDED SURVEY CONTROL
 OW0358
 OW0358  NAD 83(1986)-  43 09 36.11826(N)    109 51 43.44428(W) AD(       ) 3
 OW0358  NAD 27      -  43 09 36.30260(N)    109 51 40.88279(W) AD(       ) 3
 OW0358  NGVD 29 (07/19/86) 3424.2    (m)        11234.     (f) VERT ANG       
 OW0358
 OW0358.Superseded values are not recommended for survey control.
 OW0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0358.See file dsdata.txt to determine how the superseded data were derived.
 OW0358
 OW0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN9251079215(NAD 83)
 OW0358_MARKER: DD = SURVEY DISK
 OW0358_SETTING: 0 = UNSPECIFIED SETTING
 OW0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0358
 OW0358  HISTORY     - Date     Condition        Report By
 OW0358  HISTORY     - 1968     MONUMENTED       USGS
 OW0358
 OW0358                          STATION DESCRIPTION
 OW0358
 OW0358'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OW0358'LOCATED 15 MI. N. AND 8 MI. E. OF PINEDALE, ON A GRANITE DOME CALLED
 OW0358'DOME PEAK.  IT IS 5.5 MI. NE. FROM THE UPPER END OF NEW FORK LAKES.
 OW0358'
 OW0358'REACHED BY HELICOPTER.
 OW0358'
 OW0358'STATION MARK - STANDARD ALUMINUM TABLET CEMENTED IN GRANITE ON HIGHEST
 OW0358'POINT AND AT THE W. EDGE OF A 3.0 FT. TALL CAIRN, STAMPED ---DOME 1905
 OW0358'VABM--- STAMPING ADDED ---VABM---.
 OW0358'
 OW0358'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0512 ***********************************************************************
 PW0512  DESIGNATION -  DOME LAKE
 PW0512  PID         -  PW0512
 PW0512  STATE/COUNTY-  WY/BIG HORN
 PW0512  USGS QUAD   -  SHELL RESERVOIR (1993)
 PW0512
 PW0512                         *CURRENT SURVEY CONTROL
 PW0512  ___________________________________________________________________
 PW0512* NAD 83(1993)-  44 35 43.33149(N)    107 22 59.13470(W)     ADJUSTED  
 PW0512* NAVD 88     -      3302.     (meters)   10833.     (feet)  SCALED    
 PW0512  ___________________________________________________________________
 PW0512  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 PW0512  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PW0512
 PW0512  HORZ ORDER  -  SECOND
 PW0512
 PW0512.The horizontal coordinates were established by classical geodetic methods
 PW0512.and adjusted by the National Geodetic Survey in January 1997..
 PW0512
 PW0512.The orthometric height was scaled from a topographic map.
 PW0512
 PW0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0512
 PW0512.The geoid height was determined by GEOID03.
 PW0512
 PW0512;                    North         East     Units Scale Factor Converg.
 PW0512;SPC WYEC     -   554,902.731   396,049.341   MT  0.99993769   -0 02 05.8
 PW0512;UTM  13      - 4,940,765.205   310,857.713   MT  1.00003996   -1 40 25.2
 PW0512
 PW0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0512!SPC WYEC     -   0.99948386  x   0.99993769  =   0.99942158
 PW0512!UTM  13      -   0.99948386  x   1.00003996  =   0.99952379
 PW0512
 PW0512:                Primary Azimuth Mark                     Grid Az
 PW0512:SPC WYEC     -  BLACK MTN                                000 19 08.3
 PW0512:UTM  13      -  BLACK MTN                                001 57 27.7
 PW0512
 PW0512|---------------------------------------------------------------------|
 PW0512| PID    Reference Object                     Distance      Geod. Az  |
 PW0512|                                                           dddmmss.s |
 PW0512| PW0513 BLACK MTN                           APPROX.16.4 KM 0001702.5 |
 PW0512|---------------------------------------------------------------------|
 PW0512
 PW0512                          SUPERSEDED SURVEY CONTROL
 PW0512
 PW0512  NAD 83(1986)-  44 35 43.31739(N)    107 22 59.11953(W) AD(       ) 2
 PW0512  NAD 27      -  44 35 43.44170(N)    107 22 56.83650(W) AD(       ) 2
 PW0512
 PW0512.Superseded values are not recommended for survey control.
 PW0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0512.See file dsdata.txt to determine how the superseded data were derived.
 PW0512
 PW0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1085840765(NAD 83)
 PW0512_MARKER: B = BOLT
 PW0512_SETTING: 80 = SET IN A BOULDER
 PW0512_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PW0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0512+STABILITY: SURFACE MOTION
 PW0512
 PW0512  HISTORY     - Date     Condition        Report By
 PW0512  HISTORY     - 1896     MONUMENTED       USGS
 PW0512  HISTORY     - 1957     GOOD             USGS
 PW0512
 PW0512                          STATION DESCRIPTION
 PW0512
 PW0512'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PW0512'STATION MARK--A 1-INCH ROUND COPPER BOLT CEMENTED IN A DRILL HOLE IN
 PW0512'LARGE BOULDER, PROJECTING 5 FEET.
 PW0512
 PW0512                          STATION RECOVERY (1957)
 PW0512
 PW0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (OSR)
 PW0512'LOCATED ON THE HIGHEST POINT OF A HIGH, ROCKY, DOME-SHAPED
 PW0512'PEAK ABOUT 4 MILES WEST-NORTHWEST OF DOME LAKE, ABOUT 20 MILES
 PW0512'SOUTH-SOUTHWEST OF DAYTON AND ABOUT 2 MILES EAST OF AN OLD
 PW0512'STAGE ROAD ACROSS THE DIVIDE IN THE BIG HORN NATIONAL FOREST.
 PW0512'IT IS A 1-INCH, ROUND, COPPER BOLT CEMENTED IN A DRILL HOLE
 PW0512'IN A LARGE BOULDER PROJECTING 5 FEET.
 PW0512'
 PW0512'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 PW0512'STATION DOME AND THE DISTANCE WAS FOUND TO BE 4.685 METERS-15.37
 PW0512'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0340 ***********************************************************************
 PX0340  DESIGNATION -  DORSEY
 PX0340  PID         -  PX0340
 PX0340  STATE/COUNTY-  WY/BIG HORN
 PX0340  USGS QUAD   -  GOULD BUTTE (1966)
 PX0340
 PX0340                         *CURRENT SURVEY CONTROL
 PX0340  ___________________________________________________________________
 PX0340* NAD 83(1993)-  44 24 22.54493(N)    108 10 31.39259(W)     ADJUSTED  
 PX0340* NAVD 88     -      1229.1    (meters)    4032.     (feet)  VERTCON   
 PX0340  ___________________________________________________________________
 PX0340  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 PX0340  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 PX0340
 PX0340  HORZ ORDER  -  SECOND
 PX0340
 PX0340.The horizontal coordinates were established by classical geodetic methods
 PX0340.and adjusted by the National Geodetic Survey in January 1997..
 PX0340
 PX0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0340
 PX0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0340
 PX0340.The geoid height was determined by GEOID03.
 PX0340
 PX0340;                    North         East     Units Scale Factor Converg.
 PX0340;SPC WYEC     -   534,233.732   332,928.784   MT  0.99999280   -0 35 21.3
 PX0340;UTM  12      - 4,920,878.055   724,911.885   MT  1.00022214   +1 58 38.4
 PX0340
 PX0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0340!SPC WYEC     -   0.99980938  x   0.99999280  =   0.99980218
 PX0340!UTM  12      -   0.99980938  x   1.00022214  =   1.00003148
 PX0340
 PX0340|---------------------------------------------------------------------|
 PX0340| PID    Reference Object                     Distance      Geod. Az  |
 PX0340|                                                           dddmmss.s |
 PX0340| CQ5419 DORSEY RM 1                          23.210 METERS 08953     |
 PX0340| CQ5420 DORSEY RM 2                          28.705 METERS 18318     |
 PX0340| CQ5418 DORSEY AZ MK                                       2714706.2 |
 PX0340|---------------------------------------------------------------------|
 PX0340
 PX0340                          SUPERSEDED SURVEY CONTROL
 PX0340
 PX0340  NAD 83(1986)-  44 24 22.53407(N)    108 10 31.38774(W) AD(       ) 2
 PX0340  NAD 27      -  44 24 22.68990(N)    108 10 29.01450(W) AD(       ) 2
 PX0340  NGVD 29 (07/19/86) 1228.3    (m)         4030.     (f) VERT ANG       
 PX0340
 PX0340.Superseded values are not recommended for survey control.
 PX0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0340.See file dsdata.txt to determine how the superseded data were derived.
 PX0340
 PX0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ2491220878(NAD 83)
 PX0340_MARKER: DS = TRIANGULATION STATION DISK
 PX0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0340
 PX0340  HISTORY     - Date     Condition        Report By
 PX0340  HISTORY     - 1957     MONUMENTED       CGS
 PX0340  HISTORY     - 1989     GOOD             USAF
 PX0340
 PX0340                          STATION DESCRIPTION
 PX0340
 PX0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0340'STATION IS ABOUT 6-1/2 MILES WEST AND 1-1/4 MILES NORTH OF
 PX0340'BASIN, 5 MILES EAST OF THE VILLAGE OF OTTO, ABOUT MIDWAY BETWEEN
 PX0340'THE GREYBULL RIVER AND DORSEY CREEK AND ON THE RIGHT-OF-WAY
 PX0340'OF A STATE SECONDARY HIGHWAY.
 PX0340'
 PX0340'REACHED FROM THE POST OFFICE IN BASIN BY GOING WEST AND NORTH
 PX0340'ON U.S. HIGHWAY 20 FOR 0.5 MILE TO THE STATE SECONDARY HIGHWAY
 PX0340'ON THE LEFT, TURN LEFT AND FOLLOW THIS HIGHWAY WESTERLY
 PX0340'FOR 5.7 MILES TO A BRIDGE SPANNING DORSEY CREEK, CONTINUE
 PX0340'WESTERLY FOR 0.75 MILE TO THE STATION ON THE RIGHT.  CONTINUE
 PX0340'WEST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PX0340'
 PX0340'STATION MARKS ARE STANDARD DISKS, STAMPED DORSEY 1957.  THE
 PX0340'SURFACE MARK IS SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 PX0340'4 INCHES.  IT IS 45 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 PX0340'80 FEET WEST OF A POWERLINE POLE AND 4 FEET SOUTH OF A
 PX0340'NORTH RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNES POST
 PX0340'WAS SET 4 FEET WEST OF THE MARK.  THE UNDERGROUND MARK IS SET
 PX0340'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 PX0340'SURFACE.
 PX0340'
 PX0340'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DORSEY NO 1 1957,
 PX0340'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 PX0340'IT IS 48 FEET NORTH OF THE CENTR OF THE HIGHWAY, 4 FEET
 PX0340'SOUTHWEST OF THE POWERLINE POLE AND 1 FOOT SOUTH OF THE NORTH
 PX0340'RIGHT-OF-WAY FENCE.
 PX0340'
 PX0340'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DORSEY NO 2 1957,
 PX0340'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 PX0340'IT IS 49 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 129 FEET
 PX0340'SOUTHWEST OF THE POWERLINE POLE AND 1 FOOT NORTH OF A
 PX0340'SOUTH RIGHT-OF-WAY FENCE.
 PX0340'
 PX0340'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DORSEY 1957,
 PX0340'CEMENTED IN A DRILL HOLE IN THE EAST ABUTMENT OF THE NORTH
 PX0340'END OF A CONCRETE CULVERT.  IT IS 18 FEET NORTH OF THE CENTER
 PX0340'OF THE HIGHWAY.
 PX0340
 PX0340                          STATION RECOVERY (1989)
 PX0340
 PX0340'RECOVERY NOTE BY US AIR FORCE 1989 (ESL)
 PX0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0345 ***********************************************************************
 PX0345  DESIGNATION -  DORSEY
 PX0345  PID         -  PX0345
 PX0345  STATE/COUNTY-  WY/BIG HORN
 PX0345  USGS QUAD   -  SCHUSTER FLATS NW (1976)
 PX0345
 PX0345                         *CURRENT SURVEY CONTROL
 PX0345  ___________________________________________________________________
 PX0345* NAD 83(1993)-  44 12 57.73588(N)    108 14 33.59299(W)     ADJUSTED  
 PX0345* NAVD 88     -      1572.2    (meters)    5158.     (feet)  VERTCON   
 PX0345  ___________________________________________________________________
 PX0345  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 PX0345  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 PX0345
 PX0345  HORZ ORDER  -  THIRD
 PX0345
 PX0345.The horizontal coordinates were established by classical geodetic methods
 PX0345.and adjusted by the National Geodetic Survey in January 1997..
 PX0345
 PX0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0345
 PX0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0345
 PX0345.The geoid height was determined by GEOID03.
 PX0345
 PX0345;                    North         East     Units Scale Factor Converg.
 PX0345;SPC WYEC     -   513,154.847   327,335.610   MT  1.00000241   -0 38 03.0
 PX0345;UTM  12      - 4,899,565.693   720,265.622   MT  1.00019673   +1 55 25.1
 PX0345
 PX0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0345!SPC WYEC     -   0.99975565  x   1.00000241  =   0.99975805
 PX0345!UTM  12      -   0.99975565  x   1.00019673  =   0.99995233
 PX0345
 PX0345:                Primary Azimuth Mark                     Grid Az
 PX0345:SPC WYEC     -  BUFF                                     057 32 26.0
 PX0345:UTM  12      -  BUFF                                     054 58 57.9
 PX0345
 PX0345|---------------------------------------------------------------------|
 PX0345| PID    Reference Object                     Distance      Geod. Az  |
 PX0345|                                                           dddmmss.s |
 PX0345| PX0339 BUFF                                APPROX. 7.0 KM 0565423.0 |
 PX0345|---------------------------------------------------------------------|
 PX0345
 PX0345                          SUPERSEDED SURVEY CONTROL
 PX0345
 PX0345  NAD 83(1986)-  44 12 57.72768(N)    108 14 33.58808(W) AD(       ) 3
 PX0345  NAD 27      -  44 12 57.88651(N)    108 14 31.21021(W) AD(       ) 3
 PX0345  NGVD 29 (07/19/86) 1571.3    (m)         5155.     (f) VERT ANG       
 PX0345
 PX0345.Superseded values are not recommended for survey control.
 PX0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0345.See file dsdata.txt to determine how the superseded data were derived.
 PX0345
 PX0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2026699566(NAD 83)
 PX0345_MARKER: B = BOLT
 PX0345_SETTING: 0 = UNSPECIFIED SETTING
 PX0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0345
 PX0345  HISTORY     - Date     Condition        Report By
 PX0345  HISTORY     - 1896     MONUMENTED       USGS
 PX0345
 PX0345                          STATION DESCRIPTION
 PX0345
 PX0345'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PX0345'STATION LOCATED ON THE HIGHEST POINT OF A RED, BADLAND PEAK ABOUT 12
 PX0345'MI. S. OF OTTO AND ABOUT 14 MI. W. OF THE JUNCTION OF THE BIG HORN
 PX0345'RIVER AND NORTH WOOD CREEK, 4 MI. N. OF FIFTEENMILE CREEK.
 PX0345'
 PX0345'TO REACH FROM BASIN POST OFFICE, GO S. 10.1 MI. ON U.S. HIGHWAY 20 TO
 PX0345'SIDE RD. - MONTGOMERY RANCH SIGN.- TURN RIGHT OFF HIGHWAY AND GO 0.7
 PX0345'MI. TO RANCH, TURN RIGHT THRU RANCH AND GO W. 0.8 MI. TO T-RD.
 PX0345'INTERSECTION, TURN LEFT AND GO S. 0.4 MI. CROSS IRRIGATION DITCH AND
 PX0345'CONTINUE SW. 2.1 MI. TO RD. INTERSECTION, CONTINUE STRAIGHT 1.2 MI. TO
 PX0345'CROSSROAD, CONTINUE 0.5 MI. TO RD. FORK, TAKE LEFT FORK AND GO 1.9 MI.
 PX0345'TO RD. FORK, TAKE LEFT FORK AND GO 0.8 MI. TO CROSSROADS, CROSS OVER
 PX0345'CREEK AND GO 1.2 MI. TO RD. FORKS ON TOP OF RIDGE, TAKE RIGHT FORK AND
 PX0345'GO 2.6 MI. TO T-RD. FORK, TAKE RIGHT FORK AND CONTINUE W. 8.0 MI. TO
 PX0345'DIM TRAIL AT CURVE IN RD., TURN RIGHT OFF RD. AND MEANDER NW. 3.4 MI.
 PX0345'TO E. SIDE OF CLAY PEAK AND END OF TRUCK TRAVEL, CONTINUE W. TO TOP OF
 PX0345'HILL AND STATION.  -20 MINUTE PACK-
 PX0345'
 PX0345'STATION MARK - COPPER BOLT SUNK IN SANDSTONE ROCK.
 PX0345'
 PX0345'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0666 ***********************************************************************
 MP0666  DESIGNATION -  DOTY
 MP0666  PID         -  MP0666
 MP0666  STATE/COUNTY-  WY/CARBON
 MP0666  USGS QUAD   -  DOTY MOUNTAIN (1982)
 MP0666
 MP0666                         *CURRENT SURVEY CONTROL
 MP0666  ___________________________________________________________________
 MP0666* NAD 83(1993)-  41 27 01.61768(N)    107 38 33.13785(W)     ADJUSTED  
 MP0666* NAVD 88     -      2338.5    (meters)    7672.     (feet)  VERTCON   
 MP0666  ___________________________________________________________________
 MP0666  LAPLACE CORR-           8.67  (seconds)                    DEFLEC99
 MP0666  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 MP0666
 MP0666  HORZ ORDER  -  THIRD
 MP0666
 MP0666.The horizontal coordinates were established by classical geodetic methods
 MP0666.and adjusted by the National Geodetic Survey in January 1997..
 MP0666
 MP0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0666
 MP0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0666
 MP0666.The geoid height was determined by GEOID03.
 MP0666
 MP0666;                    North         East     Units Scale Factor Converg.
 MP0666;SPC WYEC     -   205,590.215   374,164.500   MT  0.99994571   -0 12 16.9
 MP0666;UTM  13      - 4,592,134.007   279,268.585   MT  1.00019964   -1 44 60.0
 MP0666
 MP0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0666!SPC WYEC     -   0.99963555  x   0.99994571  =   0.99958128
 MP0666!UTM  13      -   0.99963555  x   1.00019964  =   0.99983512
 MP0666
 MP0666:                Primary Azimuth Mark                     Grid Az
 MP0666:SPC WYEC     -  SLAB                                     308 36 03.2
 MP0666:UTM  13      -  SLAB                                     310 08 46.3
 MP0666
 MP0666|---------------------------------------------------------------------|
 MP0666| PID    Reference Object                     Distance      Geod. Az  |
 MP0666|                                                           dddmmss.s |
 MP0666| MP0665 SLAB                                APPROX. 7.8 KM 3082346.3 |
 MP0666|---------------------------------------------------------------------|
 MP0666
 MP0666                          SUPERSEDED SURVEY CONTROL
 MP0666
 MP0666  NAD 83(1986)-  41 27 01.60653(N)    107 38 33.12837(W) AD(       ) 3
 MP0666  NAD 27      -  41 27 01.74877(N)    107 38 30.87781(W) AD(       ) 3
 MP0666  NGVD 29 (07/19/86) 2337.2    (m)         7668.     (f) VERT ANG       
 MP0666
 MP0666.Superseded values are not recommended for survey control.
 MP0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0666.See file dsdata.txt to determine how the superseded data were derived.
 MP0666
 MP0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF7926992134(NAD 83)
 MP0666
 MP0666  HISTORY     - Date     Condition        Report By
 MP0666  HISTORY     - 1956     MONUMENTED       USGS
 MP0666  HISTORY     - 1957     GOOD             USGS
 MP0666
 MP0666                          STATION DESCRIPTION
 MP0666
 MP0666'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MP0666'STATION IS LOCATED ABOUT 28 MI. (AIRLINE) N. OF BAGGS, WYOMING, ON A
 MP0666'PROMINENT TOP IN SEC. 16, T 17 N, R 92 W.
 MP0666'
 MP0666'TO REACH THE STATION FROM THE POST OFFICE IN BAGGS, WYOMING, PROCEED
 MP0666'N. 21.4 MI. ALONG STATE HIGHWAY 789, GRADED CROSSROADS AT ---DAD---,
 MP0666'CONTINUE ALONG HIGHWAY 7.6 MI. TO BRIDGE OVER MUDDY CREEK AND TRACK
 MP0666'RD. E., ABOUT 100 FT. S. OF THE BRIDGE, TURN RIGHT, GENERALLY E.,
 MP0666'2.4 MI. TO RD. FORK, TURN LEFT, FOLLOWING RIDGE LINE TO NE., 1.7 MI.
 MP0666'TO RD. FORK IN A SADDLE, CONTINUE STRAIGHT ALONG RIDGE 1.9 MI. TO
 MP0666'JUNCTION OF THE TRAIL AND OLD BLADED STRIP, TURN RIGHT TO SUMMIT
 MP0666'0.1 MI. TURN LEFT, LEAVING TRAIL 0.2 MI. TO THE HIGHEST POINT OF TOP
 MP0666'AND THE STATION.
 MP0666'
 MP0666'RECOVERED.
 MP0666'
 MP0666'STATION MARK--STANDARD USGS TABLET, CEMENTED IN SANDSTONE ROCK
 MP0666'PROJECTING ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---DOTY 1956---.
 MP0666'STATION NOT PREVIOUSLY STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0670 ***********************************************************************
 MP0670  DESIGNATION -  DOUBLE
 MP0670  PID         -  MP0670
 MP0670  STATE/COUNTY-  WY/SWEETWATER
 MP0670  USGS QUAD   -  DRIPPING ROCK SPRING (1970)
 MP0670
 MP0670                         *CURRENT SURVEY CONTROL
 MP0670  ___________________________________________________________________
 MP0670* NAD 83(1993)-  41 13 30.66332(N)    107 56 30.61033(W)     ADJUSTED  
 MP0670* NAVD 88     -      2209.     (meters)    7247.     (feet)  SCALED    
 MP0670  ___________________________________________________________________
 MP0670  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 MP0670  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 MP0670
 MP0670  HORZ ORDER  -  SECOND
 MP0670
 MP0670.The horizontal coordinates were established by classical geodetic methods
 MP0670.and adjusted by the National Geodetic Survey in January 1997..
 MP0670
 MP0670.The orthometric height was scaled from a topographic map.
 MP0670
 MP0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0670
 MP0670.The geoid height was determined by GEOID03.
 MP0670
 MP0670;                    North         East     Units Scale Factor Converg.
 MP0670;SPC WYWC     -    80,842.529   667,759.133   MT  0.99999399   +0 31 57.4
 MP0670;SPC WYEC     -   180,706.133   348,981.199   MT  0.99996952   -0 24 03.7
 MP0670;UTM  13      - 4,567,928.956   253,416.608   MT  1.00034838   -1 56 22.9
 MP0670;UTM  12      - 4,568,265.761   756,335.125   MT  1.00040875   +2 00 59.4
 MP0670
 MP0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0670!SPC WYWC     -   0.99965593  x   0.99999399  =   0.99964992
 MP0670!SPC WYEC     -   0.99965593  x   0.99996952  =   0.99962546
 MP0670!UTM  13      -   0.99965593  x   1.00034838  =   1.00000419
 MP0670!UTM  12      -   0.99965593  x   1.00040875  =   1.00006454
 MP0670
 MP0670:                Primary Azimuth Mark                     Grid Az
 MP0670:SPC WYWC     -  SALT LAKE OMAHA SITE 23 BCN              006 21 09.5
 MP0670:SPC WYEC     -  SALT LAKE OMAHA SITE 23 BCN              007 17 10.6
 MP0670:UTM  13      -  SALT LAKE OMAHA SITE 23 BCN              008 49 29.8
 MP0670:UTM  12      -  SALT LAKE OMAHA SITE 23 BCN              004 52 07.5
 MP0670
 MP0670|---------------------------------------------------------------------|
 MP0670| PID    Reference Object                     Distance      Geod. Az  |
 MP0670|                                                           dddmmss.s |
 MP0670| MP0677 SALT LAKE OMAHA SITE 23 BCN         APPROX.53.3 KM 0065306.9 |
 MP0670| CP4855 DOUBLE AZ MK                                       0344511.5 |
 MP0670| CP4856 DOUBLE RM 1                          11.879 METERS 08541     |
 MP0670| CP4857 DOUBLE RM 2                          22.054 METERS 16905     |
 MP0670|---------------------------------------------------------------------|
 MP0670
 MP0670                          SUPERSEDED SURVEY CONTROL
 MP0670
 MP0670  NAD 83(1986)-  41 13 30.65385(N)    107 56 30.59999(W) AD(       ) 2
 MP0670  NAD 27      -  41 13 30.79300(N)    107 56 28.31300(W) AD(       ) 2
 MP0670
 MP0670.Superseded values are not recommended for survey control.
 MP0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0670.See file dsdata.txt to determine how the superseded data were derived.
 MP0670
 MP0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF5341767929(NAD 83)
 MP0670_MARKER: DS = TRIANGULATION STATION DISK
 MP0670_SETTING: 0 = UNSPECIFIED SETTING
 MP0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0670+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 MP0670
 MP0670  HISTORY     - Date     Condition        Report By
 MP0670  HISTORY     - 1937     MONUMENTED       CGS
 MP0670  HISTORY     - 1970     GOOD             USGS
 MP0670  HISTORY     - 20031205 GOOD             INDIV
 MP0670
 MP0670                          STATION DESCRIPTION
 MP0670
 MP0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0670'STATION IS ABOUT 20 MILES NW OF BAGGS, WYOMING AND 12 MILES SW OF
 MP0670'DAD POST OFFICE, WYOMING.  STATION IS ON THE TOP OF THE NORTHERN
 MP0670'ONE OF TWO SMALL FLAT TOPPED BUTTES THAT ARE AT THE WESTERN
 MP0670'END OF THE RIDGES THAT RUN OUT TO THE WESTWARD FROM FLATTOP
 MP0670'MOUNTAIN.  STATION IS ON THE HIGHEST POINT OF THE BUTTE WHICH IS
 MP0670'QUITE BARE AND HAS A GENTLE SLOPE IN ALL DIRECTIONS.
 MP0670'
 MP0670'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN THE TOP OF A
 MP0670'3-INCH IRON PIPE SUNK SECURELY IN THE GROUND.
 MP0670'
 MP0670'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE IN THE
 MP0670'TOP OF A 3-INCH IRON PIPE SUNK SECURELY IN THE GROUND.  IT IS E
 MP0670'OF THE STATION AT ABOUT THE SAME ELEVATION.
 MP0670'
 MP0670'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN A DRILL HOLE
 MP0670'IN A BOULDER S OF THE STATION ABOUT 15 FEET LOWER IN ELEVATION,
 MP0670'AND IS SET ON THE EDGE OF A SMALL ROCKY CLIFF.
 MP0670'
 MP0670'AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN
 MP0670'OUTCROPPING BEDROCK ABOUT 0.3 MILE NNE OF THE STATION, ABOUT 20
 MP0670'FEET N OF THE ROAD AND ABOUT 0.1 MILE BEFORE REACHING FORK
 MP0670'BEFORE TURNING ACROSS SAGE BRUSH FLAT TO THE STATION.
 MP0670'
 MP0670'STATION IS REACHED FROM BAGGS, WYOMING, BY GOING N ON STATE
 MP0670'HIGHWAY 87 FOR 13.7 MILES TO A BRIDGE OVER ROBBERS GULCH.  THENCE
 MP0670'CONTINUE N ON HIGHWAY FOR 1.9 MILES TO A SIDE ROAD W.  THENCE
 MP0670'LEAVE HIGHWAY, TURN LEFT AND FOLLOW THIS TRAIL ROAD WESTERLY
 MP0670'FOR 3.0 MILES TO DIM CROSSROADS.  THENCE CONTINUE STRAIGHT AHEAD
 MP0670'0.25 MILE TO A DIM FORK.  THENCE KEEP STRAIGHT AHEAD ON
 MP0670'MAIN-TRAVELED ROAD FOR 0.8 MILE TO A WASH.  CROSS WASH AND
 MP0670'CONTINUE WESTERLY ON MAIN-TRAVELED TRAIL ROAD FOR 0.55 MILE
 MP0670'TO A FORK.  THENCE TAKE RIGHT FORK ON MAIN-TRAVELED ROAD
 MP0670'WESTERLY FOR 1.2 MILES TO A WATER RESERVOIR AND AN OLD WAGON BED
 MP0670'ON THE LEFT.  THENCE CONTINUE NW ON VERY DIM ROAD FOR 0.1
 MP0670'MILE AND PICK UP A MORE-TRAVELED ROAD AND FOLLOW IT
 MP0670'NORTHWESTERLY FOR 0.45 MILE TO A WASH.  THENCE CROSS WASH
 MP0670'AND TAKE LEFT FORK SOUTHWESTERLY FOR 1.35 MILES TO A FORK.
 MP0670'THENCE TAKE RIGHT FORK WESTERLY FOR 0.15 MILE TO ANGLING
 MP0670'CROSSROADS.  THENCE CONTINUE STRAIGHT AHEAD AND FOLLOW
 MP0670'MAIN-TRAVELED ROAD FOR 2.2 MILES TO A WASH.  THENCE CROSS WASH
 MP0670'MAKE A U TURN TO THE LEFT FOR 0.1 MILE TO A CABIN.  THENCE
 MP0670'CONTINUE ON MAIN-TRAVELED ROAD S AND SW FOR 0.5 MILE TO
 MP0670'SOME SHEEP CORRALS ON THE RIGHT.  THENCE CONTINUE W AND SW ON
 MP0670'MAIN-TRAVELED ROAD FOR 0.65 MILE TO WHERE A ROAD COMES IN
 MP0670'ON THE RIGHT.  THENCE CONTINUE SW AND S UP A RIDGE FOR 3.9
 MP0670'MILES TO A FORK.  THENCE LEAVE MAIN-TRAVELED ROAD, TAKE RIGHT
 MP0670'FORK ON DIM ROAD SW FOR 0.1 MILE TO CROSS ROADS ON TOP OF
 MP0670'THE RIDGE.  THENCE CONTINUE STRAIGHT AHEAD AND GO SOUTHWESTERLY
 MP0670'AND WESTERLY DOWN HILL FOR 1.6 MILES TO A FORK.  THENCE LEAVE THE
 MP0670'ROAD, TURN LEFT AND GO S ACROSS SAGE BRUSH FOR 0.35 MILE TO THE
 MP0670'BASE OF LOW BUTTE.  THENCE PICK WAY UP SIDE OF BUTTE FOR 0.05
 MP0670'MILE TO THE STATION.
 MP0670
 MP0670                          STATION RECOVERY (1970)
 MP0670
 MP0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GDF)
 MP0670'STATION MARKS IN GOOD CONDITION.
 MP0670'
 MP0670'AZ. MK. NOT SEARCHED FOR.
 MP0670'
 MP0670'BAGGS, GO NORTH ON STATE HWY. 789 20 MILES TO BRIDGE AT MUDDY
 MP0670'CREEK.  TURN WEST FOLLOW MAIN ROAD 11.5 MILES TO TOP OF RIDGE
 MP0670'AND Y-RD.  TURN RIGHT 2.4 MILES TO GATE ON LEFT, PASS THROUGH
 MP0670'GATE AND GO 0.1 MILE TO DRAIN, CROSS AND TURN LEFT TOWARD FENCE,
 MP0670'THENCE SOUTH ON TRACK ALONG FENCE AND TO TOP OF HILL AND STATION,
 MP0670'ABOUT 0.3 MILE.
 MP0670
 MP0670                          STATION RECOVERY (2003)
 MP0670
 MP0670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RDS)
 MP0670'RECOVERED AS DESCRIBED - MARKER IS IN EXCELLENT CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0444 ***********************************************************************
 PX0444  DESIGNATION -  DOUBLE
 PX0444  PID         -  PX0444
 PX0444  STATE/COUNTY-  WY/PARK
 PX0444  USGS QUAD   -  CLAYTON MOUNTAIN (1991)
 PX0444
 PX0444                         *CURRENT SURVEY CONTROL
 PX0444  ___________________________________________________________________
 PX0444* NAD 83(1993)-  44 24 31.80277(N)    109 43 42.81478(W)     ADJUSTED  
 PX0444* NAVD 88     -      3114.6    (meters)   10218.     (feet)  VERTCON   
 PX0444  ___________________________________________________________________
 PX0444  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 PX0444  GEOID HEIGHT-          -7.87  (meters)                     GEOID03
 PX0444
 PX0444  HORZ ORDER  -  THIRD
 PX0444
 PX0444.The horizontal coordinates were established by classical geodetic methods
 PX0444.and adjusted by the National Geodetic Survey in January 1997..
 PX0444
 PX0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0444
 PX0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0444
 PX0444.The geoid height was determined by GEOID03.
 PX0444
 PX0444;                    North         East     Units Scale Factor Converg.
 PX0444;SPC WYWC     -   434,640.364   522,059.193   MT  1.00001218   -0 41 05.3
 PX0444;UTM  12      - 4,918,068.851   601,234.208   MT  0.99972603   +0 53 23.3
 PX0444
 PX0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0444!SPC WYWC     -   0.99951310  x   1.00001218  =   0.99952528
 PX0444!UTM  12      -   0.99951310  x   0.99972603  =   0.99923927
 PX0444
 PX0444:                Primary Azimuth Mark                     Grid Az
 PX0444:SPC WYWC     -  MONUMENT                                 346 38 50.8
 PX0444:UTM  12      -  MONUMENT                                 345 04 22.2
 PX0444
 PX0444|---------------------------------------------------------------------|
 PX0444| PID    Reference Object                     Distance      Geod. Az  |
 PX0444|                                                           dddmmss.s |
 PX0444| PX0461 MONUMENT                            APPROX.13.1 KM 3455745.5 |
 PX0444|---------------------------------------------------------------------|
 PX0444
 PX0444                          SUPERSEDED SURVEY CONTROL
 PX0444
 PX0444  NAD 83(1986)-  44 24 31.79282(N)    109 43 42.80164(W) AD(       ) 3
 PX0444  NAD 27      -  44 24 31.98363(N)    109 43 40.16977(W) AD(       ) 3
 PX0444  NGVD 29 (07/19/86) 3113.3    (m)        10214.     (f) VERT ANG       
 PX0444
 PX0444.Superseded values are not recommended for survey control.
 PX0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0444.See file dsdata.txt to determine how the superseded data were derived.
 PX0444
 PX0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ0123418069(NAD 83)
 PX0444
 PX0444  HISTORY     - Date     Condition        Report By
 PX0444  HISTORY     - 1953     MONUMENTED       USGS
 PX0444  HISTORY     - 1970     GOOD             USGS
 PX0444
 PX0444                          STATION DESCRIPTION
 PX0444
 PX0444'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (IGT)
 PX0444'LOCATED ABOUT 33.0 MI. (AIRLINE) WSW. OF CODY, WYOMING, AND ABOUT
 PX0444'3.0 MI. (AIRLINE) S. OF THE NORTH FORK OF THE SHOSHONE RIVER, ON
 PX0444'THE HIGHEST POINT OF A DOUBLE TOP.  A USFS LOOKOUT TOWER IS ON THE
 PX0444'SAME POINT.
 PX0444'
 PX0444'TO REACH STATION FROM BLACKWATER LODGE (ABOUT 12.0 MI. E. OF THE E.
 PX0444'ENTRANCE TO YELLOWSTONE NATIONAL PARK), TAKE WELL DEFINED TRAIL UP
 PX0444'BLACKWATER CREEK TO CLAYTON MOUNTAIN LOOKOUT TOWER AND STATION SITE.
 PX0444'ABOUT A 3-1/2 HOUR PACK.  HORSES ARE AVAILABLE AT BLACKWATER LODGE.
 PX0444'
 PX0444'RECOVERED.
 PX0444'
 PX0444'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK, STAMPED ---DOUBLE---.
 PX0444'
 PX0444'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0572 ***********************************************************************
 NQ0572  DESIGNATION -  DOUGLAS
 NQ0572  PID         -  NQ0572
 NQ0572  STATE/COUNTY-  WY/CONVERSE
 NQ0572  USGS QUAD   -  CHALK BUTTES (1949)
 NQ0572
 NQ0572                         *CURRENT SURVEY CONTROL
 NQ0572  ___________________________________________________________________
 NQ0572* NAD 83(1993)-  42 44 17.60679(N)    105 25 08.46059(W)     ADJUSTED  
 NQ0572* NAVD 88     -      1571.     (meters)    5154.     (feet)  VERTCON   
 NQ0572  ___________________________________________________________________
 NQ0572  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 NQ0572  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NQ0572
 NQ0572  HORZ ORDER  -  THIRD
 NQ0572
 NQ0572.The horizontal coordinates were established by classical geodetic methods
 NQ0572.and adjusted by the National Geodetic Survey in January 1997..
 NQ0572
 NQ0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0572
 NQ0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0572
 NQ0572.The geoid height was determined by GEOID03.
 NQ0572
 NQ0572;                    North         East     Units Scale Factor Converg.
 NQ0572;SPC WY E     -   248,605.744   179,337.272   MT  0.99994275   -0 10 16.5
 NQ0572;UTM  13      - 4,731,830.809   465,701.975   MT  0.99961447   -0 17 03.7
 NQ0572
 NQ0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0572!SPC WY E     -   0.99975592  x   0.99994275  =   0.99969869
 NQ0572!UTM  13      -   0.99975592  x   0.99961447  =   0.99937049
 NQ0572
 NQ0572                          SUPERSEDED SURVEY CONTROL
 NQ0572
 NQ0572  NAD 83(1986)-  42 44 17.58656(N)    105 25 08.44812(W) AD(       ) 3
 NQ0572  NAD 27      -  42 44 17.70449(N)    105 25 06.50207(W) AD(       ) 3
 NQ0572  NGVD 29 (07/19/86) 1570.     (m)         5151.     (f) VERT ANG       
 NQ0572
 NQ0572.Superseded values are not recommended for survey control.
 NQ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0572.See file dsdata.txt to determine how the superseded data were derived.
 NQ0572
 NQ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6570231831(NAD 83)
 NQ0572_MARKER: DD = SURVEY DISK
 NQ0572_SETTING: 0 = UNSPECIFIED SETTING
 NQ0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0572
 NQ0572  HISTORY     - Date     Condition        Report By
 NQ0572  HISTORY     - 1947     MONUMENTED       USGS
 NQ0572
 NQ0572                          STATION DESCRIPTION
 NQ0572
 NQ0572'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0572'LOCATED ABOUT 2 MI. SW. OF DOUGLAS, ON TOP OF A LOW, STEEP HILL, THE
 NQ0572'CENTER ONE OF A GROUP OF CLIFFS LOCALLY KNOWN AS --CHALK CLIFFS--.
 NQ0572'
 NQ0572'TO REACH FROM DOUGLAS, FROM THE CHICAGO AND NORTHWESTERN RAILROAD
 NQ0572'CROSSING, GO W. ON U.S. HIGHWAY 87 FOR 1.05 MI., TURN LEFT AND GO S.
 NQ0572'(THRU OLD POW CAMP) FOR 1.3 MI., TURN LEFT AND FOLLOW RD. W. FOR 0.8
 NQ0572'MI., STATION IS ABOUT 500 FT. S. OF RD. ON TOP OF A CHALK CLIFF ABOUT
 NQ0572'1000 FT. SW. OF A SADDLE.
 NQ0572'
 NQ0572'STATION MARK--STANDARD TABLET STAMPED ---DOUGLAS 1947--- AND SET IN A
 NQ0572'CONCRETE MONUMENT.
 NQ0572'
 NQ0572'REFERENCE MARK NO. 1--A CHISELED CROSS WITH ARROW 6.11 FT. W. OF
 NQ0572'STATION MARK, IN SOFT CHALK ROCK.
 NQ0572'
 NQ0572'REFERENCE MARK NO. 2--A CHISELED CROSS WITH ARROW 4.53 FT. N. OF
 NQ0572'STATION MARK, IN CHALK ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0448 ***********************************************************************
 NQ0448  DESIGNATION -  DOUGLAS MAGNETIC
 NQ0448  PID         -  NQ0448
 NQ0448  STATE/COUNTY-  WY/CONVERSE
 NQ0448  USGS QUAD   -  DOUGLAS (1974)
 NQ0448
 NQ0448                         *CURRENT SURVEY CONTROL
 NQ0448  ___________________________________________________________________
 NQ0448* NAD 83(1993)-  42 45 28.44172(N)    105 22 35.86934(W)     ADJUSTED  
 NQ0448* NAVD 88     -      1488.285  (meters)    4882.81   (feet)  ADJUSTED  
 NQ0448  ___________________________________________________________________
 NQ0448  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 NQ0448  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0448  DYNAMIC HT  -        1487.348 (meters)    4879.74  (feet)  COMP
 NQ0448  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 NQ0448
 NQ0448  HORZ ORDER  -  SECOND
 NQ0448  VERT ORDER  -  SECOND    CLASS 0
 NQ0448
 NQ0448.The horizontal coordinates were established by classical geodetic methods
 NQ0448.and adjusted by the National Geodetic Survey in January 1997..
 NQ0448
 NQ0448.The orthometric height was determined by differential leveling
 NQ0448.and adjusted by the National Geodetic Survey in June 1991..
 NQ0448
 NQ0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0448
 NQ0448.The geoid height was determined by GEOID03.
 NQ0448
 NQ0448.The dynamic height is computed by dividing the NAVD 88
 NQ0448.geopotential number by the normal gravity value computed on the
 NQ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0448.degrees latitude (g = 980.6199 gals.).
 NQ0448
 NQ0448.The modeled gravity was interpolated from observed gravity values.
 NQ0448
 NQ0448;                    North         East     Units Scale Factor Converg.
 NQ0448;SPC WY E     -   250,781.911   182,813.363   MT  0.99994113   -0 08 33.2
 NQ0448;UTM  13      - 4,733,999.395   469,181.211   MT  0.99961168   -0 15 20.5
 NQ0448
 NQ0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0448!SPC WY E     -   0.99976889  x   0.99994113  =   0.99971004
 NQ0448!UTM  13      -   0.99976889  x   0.99961168  =   0.99938066
 NQ0448
 NQ0448|---------------------------------------------------------------------|
 NQ0448| PID    Reference Object                     Distance      Geod. Az  |
 NQ0448|                                                           dddmmss.s |
 NQ0448| CP9189 DOUGLAS MAGNETIC RM 1                11.913 METERS 15330     |
 NQ0448| CP9190 DOUGLAS MAGNETIC RM 2                13.707 METERS 24937     |
 NQ0448| CP9188 DOUGLAS MAGNETIC AZ MK                             3434922.6 |
 NQ0448|---------------------------------------------------------------------|
 NQ0448
 NQ0448                          SUPERSEDED SURVEY CONTROL
 NQ0448
 NQ0448  NAD 83(1986)-  42 45 28.42128(N)    105 22 35.85689(W) AD(       ) 2
 NQ0448  NAD 27      -  42 45 28.54400(N)    105 22 33.91500(W) AD(       ) 2
 NQ0448  NGVD 29 (??/??/92) 1487.423  (m)         4879.99   (f) ADJ UNCH    2 0
 NQ0448
 NQ0448.Superseded values are not recommended for survey control.
 NQ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0448.See file dsdata.txt to determine how the superseded data were derived.
 NQ0448
 NQ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6918133999(NAD 83)
 NQ0448_MARKER: DM = MAGNETIC STATION DISK
 NQ0448_SETTING: 80 = SET IN A BOULDER
 NQ0448_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NQ0448
 NQ0448  HISTORY     - Date     Condition        Report By
 NQ0448  HISTORY     - 1933     MONUMENTED       CGS
 NQ0448  HISTORY     - 1948     GOOD             CGS
 NQ0448  HISTORY     - 1977     MARK NOT FOUND   NGS
 NQ0448
 NQ0448                          STATION DESCRIPTION
 NQ0448
 NQ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0448'THE STATION IS LOCATED IN THE EASTERN PART OF DOUGLAS ON A
 NQ0448'SMALL BENCH WHICH IS CITY PROPERTY.  IT IS 0.1 MILE NORTH OF THE
 NQ0448'CEMETERY AND 200 FEET WEST OF THE CITY WATER TANK.  THE STATION
 NQ0448'MARK IS A U.S.C. AND G. SURVEY MAGNETIC STATION DISK SET IN A
 NQ0448'BOULDER THAT PROJECTS 6 INCHES.  IT IS 6 FEET NORTH OF A WHITE
 NQ0448'WITNESS POST AND IS STAMPED, DOUGLAS MAG 1933.
 NQ0448'
 NQ0448'REFERENCE MARK NO. 1 PROJECTS 4 INCHES IS THE SAME ELEVATION
 NQ0448'AS THE STATION MARK AND IS STAMPED, DOUGLAS MAG NO 1 1948.
 NQ0448'
 NQ0448'REFERENCE MARK NO. 2 IS 1 FOOT LOWER THAN THE STATION MARK
 NQ0448'PROJECTS 4 INCHES, AND IS STAMPED, DOUGLAS MAG NO 2 1948.
 NQ0448'
 NQ0448'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE TOP OF THE SOUTHERN
 NQ0448'AND HIGHEST CONCRETE WALL OF THE STADIUM AT THE NORTH GRADE
 NQ0448'SCHOOL ATHLETIC FIELD.  IT IS STAMPED, DOUGLAS MAG 1948.
 NQ0448
 NQ0448                          STATION RECOVERY (1977)
 NQ0448
 NQ0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NQ0448'THE AZIMUTH MARK WAS THE ONLY MARK THAT WAS FOUND.  IT IS CEMENTED
 NQ0448'IN A DRILL HOLE, IN THE TOP OF SOUTH CONCRETE BLEACHER OF THE
 NQ0448'DOUGLAS HIGH-SCHOOL ATHLETIC STADIUM.  A CONSIDERABLE AMOUNT OF THE
 NQ0448'HILL HAS BEEN CUT OFF, A NEW LARGE TANK HAS BEEN ERECTED ON SOUTH
 NQ0448'SIDE OF HILL AND THE OLD TANK IS NO LONGER IN USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1197 ***********************************************************************
 MO1197  DESIGNATION -  DOUTH
 MO1197  PID         -  MO1197
 MO1197  STATE/COUNTY-  WY/ALBANY
 MO1197  USGS QUAD   -  BULL CAMP PEAK (1981)
 MO1197
 MO1197                         *CURRENT SURVEY CONTROL
 MO1197  ___________________________________________________________________
 MO1197* NAD 83(1993)-  41 59 30.38875(N)    105 29 25.54851(W)     ADJUSTED  
 MO1197* NAVD 88     -      2427.4    (meters)    7964.     (feet)  VERTCON   
 MO1197  ___________________________________________________________________
 MO1197  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 MO1197  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 MO1197
 MO1197  HORZ ORDER  -  THIRD
 MO1197
 MO1197.The horizontal coordinates were established by classical geodetic methods
 MO1197.and adjusted by the National Geodetic Survey in January 1997..
 MO1197
 MO1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1197
 MO1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1197
 MO1197.The geoid height was determined by GEOID03.
 MO1197
 MO1197;                    North         East     Units Scale Factor Converg.
 MO1197;SPC WY E     -   165,714.865   173,174.157   MT  0.99994635   -0 12 59.8
 MO1197;UTM  13      - 4,648,979.287   459,378.459   MT  0.99962030   -0 19 41.2
 MO1197
 MO1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1197!SPC WY E     -   0.99962125  x   0.99994635  =   0.99956762
 MO1197!UTM  13      -   0.99962125  x   0.99962030  =   0.99924169
 MO1197
 MO1197:                Primary Azimuth Mark                     Grid Az
 MO1197:SPC WY E     -  32 WEW                                   271 42 27.8
 MO1197:UTM  13      -  32 WEW                                   271 49 09.2
 MO1197
 MO1197|---------------------------------------------------------------------|
 MO1197| PID    Reference Object                     Distance      Geod. Az  |
 MO1197|                                                           dddmmss.s |
 MO1197| MO1290 32 WEW                              APPROX. 5.2 KM 2712928.0 |
 MO1197|---------------------------------------------------------------------|
 MO1197
 MO1197                          SUPERSEDED SURVEY CONTROL
 MO1197
 MO1197  NAD 83(1986)-  41 59 30.37259(N)    105 29 25.54192(W) AD(       ) 3
 MO1197  NAD 27      -  41 59 30.48441(N)    105 29 23.57624(W) AD(       ) 3
 MO1197  NGVD 29 (07/19/86) 2426.4    (m)         7961.     (f) VERT ANG       
 MO1197
 MO1197.Superseded values are not recommended for survey control.
 MO1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1197.See file dsdata.txt to determine how the superseded data were derived.
 MO1197
 MO1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG5937848979(NAD 83)
 MO1197_MARKER: DD = SURVEY DISK
 MO1197_SETTING: 0 = UNSPECIFIED SETTING
 MO1197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1197
 MO1197  HISTORY     - Date     Condition        Report By
 MO1197  HISTORY     - 1953     MONUMENTED       USGS
 MO1197
 MO1197                          STATION DESCRIPTION
 MO1197
 MO1197'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1197'STATION LOCATED ABOUT 31 MI. (AIRLINE) NE. OF ROCK RIVER, IN SEC. 4,
 MO1197'T 23 N, R 72 W, ON A VERY PROMINENT TOP, KNOWN LOCALLY AS DOUTHITT
 MO1197'MOUNTAIN.
 MO1197'
 MO1197'TO REACH STATION FROM POST OFFICE IN ROCK RIVER, PROCEED E. 0.2 MI.
 MO1197'TO U.S. HIGHWAY 30, TURN LEFT AND GO 1.5 MI. TO A POINT WHERE THE
 MO1197'OLD HIGHWAY FORKS OFF TO LEFT, TAKE THE OLD RD. AND GO 1.3 MI. TO A
 MO1197'CROSSROADS, TURN RIGHT AND FOLLOW SIGNS MARKED ---GARRETT ROUTE---
 MO1197'FOR 25.4 MI. TO A RD. FORK, TAKE RIGHT FORK AND GO 1.4 MI. TO A RD.
 MO1197'FORK, TAKE LEFT FORK AND GO 2.6 MI. TO A RD. FORK AT SHEEP CAMP, TURN
 MO1197'LEFT AND GO UP THE DRAW 0.4 MI. TO A RD. FORK AND GATE, TURN LEFT
 MO1197'THROUGH GATE AND GO 0.9 MI. TO RD. FORK, TAKE RIGHT FORK AND GO 0.4
 MO1197'MI. TO GATE AND RD. FORK, TAKE LEFT FORK AND GO 0.2 MI. TO A RD. FORK,
 MO1197'TAKE RIGHT FORK AND GO 0.6 MI. TO SADDLE AND DIM RD. FORK AT LEFT,
 MO1197'TAKE LEFT FORK AND GO 0.3 MI. TO FENCE LINE, TURN RIGHT ALONG FENCE
 MO1197'AND GO 0.1 MI. TO GATE, GO THROUGH GATE AND PASS A ROCK TOP ON THE
 MO1197'RIGHT, TURN LEFT UP DRAIN AFTER PASSING ROCK TOP AND FOLLOW DIM TRAIL
 MO1197'FOR ABOUT 0.4 MI. AROUND TO A BASIN ON THE E. SIDE OF MOUNTAIN AND END
 MO1197'OF TRUCK TRAVEL.  FROM HERE PACK W. UP A CUT IN THE ROCK TO A SADDLE,
 MO1197'TURN RIGHT AND GO UP GRANITE SLOPE TO THE TOP AND STATION SITE.  ABOUT
 MO1197'A 15 MINUTE PACK.
 MO1197'
 MO1197'STATION MARK--STANDARD TABLET, SET IN GRANITE, STAMPED ---DOUTH
 MO1197'1953---.
 MO1197'
 MO1197'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0514 ***********************************************************************
 NQ0514  DESIGNATION -  DOVE
 NQ0514  PID         -  NQ0514
 NQ0514  STATE/COUNTY-  WY/PLATTE
 NQ0514  USGS QUAD   -  CASSA (1990)
 NQ0514
 NQ0514                         *CURRENT SURVEY CONTROL
 NQ0514  ___________________________________________________________________
 NQ0514* NAD 83(1993)-  42 29 28.65239(N)    104 55 41.61082(W)     ADJUSTED  
 NQ0514* NAVD 88     -      1551.9    (meters)    5092.     (feet)  VERTCON   
 NQ0514  ___________________________________________________________________
 NQ0514  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NQ0514  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 NQ0514
 NQ0514  HORZ ORDER  -  SECOND
 NQ0514
 NQ0514.The horizontal coordinates were established by classical geodetic methods
 NQ0514.and adjusted by the National Geodetic Survey in January 1997..
 NQ0514
 NQ0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0514
 NQ0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0514
 NQ0514.The geoid height was determined by GEOID03.
 NQ0514
 NQ0514;                    North         East     Units Scale Factor Converg.
 NQ0514;SPC WY E     -   221,173.653   219,601.150   MT  0.99994223   +0 09 39.8
 NQ0514;UTM  13      - 4,704,328.689   505,898.274   MT  0.99960043   +0 02 54.5
 NQ0514
 NQ0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0514!SPC WY E     -   0.99975888  x   0.99994223  =   0.99970113
 NQ0514!UTM  13      -   0.99975888  x   0.99960043  =   0.99935941
 NQ0514
 NQ0514|---------------------------------------------------------------------|
 NQ0514| PID    Reference Object                     Distance      Geod. Az  |
 NQ0514|                                                           dddmmss.s |
 NQ0514| CP9194 DOVE RM 3                            25.370 METERS 10744     |
 NQ0514| CP9191 DOVE AZ MK                                         1674544.7 |
 NQ0514| CP9192 DOVE RM 1                            14.793 METERS 19800     |
 NQ0514| CP9193 DOVE RM 2                            16.170 METERS 31804     |
 NQ0514|---------------------------------------------------------------------|
 NQ0514
 NQ0514                          SUPERSEDED SURVEY CONTROL
 NQ0514
 NQ0514  NAD 83(1986)-  42 29 28.63064(N)    104 55 41.60128(W) AD(       ) 2
 NQ0514  NAD 27      -  42 29 28.74200(N)    104 55 39.71300(W) AD(       ) 2
 NQ0514  NGVD 29 (07/19/86) 1551.1    (m)         5089.     (f) VERT ANG       
 NQ0514
 NQ0514.Superseded values are not recommended for survey control.
 NQ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0514.See file dsdata.txt to determine how the superseded data were derived.
 NQ0514
 NQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH0589804329(NAD 83)
 NQ0514_MARKER: DD = SURVEY DISK
 NQ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0514
 NQ0514  HISTORY     - Date     Condition        Report By
 NQ0514  HISTORY     - 1948     MONUMENTED       USGS
 NQ0514
 NQ0514                          STATION DESCRIPTION
 NQ0514
 NQ0514'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0514'THE STATION, A U.S. GEOLOGICAL SURVEY BENCH MARK, IS LOCATED
 NQ0514'ABOUT 5.5 MILES NORTH OF CASSA SIDING, ABOUT 5 MILES AIR
 NQ0514'LINE EAST-SOUTHEAST OF GLENDO, ON THE NORTHWEST END OF A LOW
 NQ0514'MESA, APPROXIMATELY 0.7 MILE NORTHWEST OF A PINE-COVERED,
 NQ0514'NORTH-SOUTH RIDGE, 93 PACES SOUTH OF A 12-INCH PINE TREE, 90
 NQ0514'PACES SOUTH OF THE NORTH RIM, 88 PACES EAST-SOUTHEAST OF A
 NQ0514'6-INCH JUNIPER TREE, 88 PACES EAST OF THE WEST RIM, 4 PACES
 NQ0514'NORTHWEST OF A 4 X 4 WITNESS POST, A 12 X 12 INCH CONCRETE
 NQ0514'POST WHICH PROJECTS 2 INCHES AND IS STAMPED, DOVE 1947.
 NQ0514'
 NQ0514'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK,
 NQ0514'IS APPROXIMATELY THE SAME ELEVATION AS THE STATION, SET IN TOP OF
 NQ0514'A 7 X 8 INCH CONCRETE POST, FLUSH, AND IS STAMPED, DOVE NO 1.
 NQ0514'
 NQ0514'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK, IS
 NQ0514'APPROXIMATELY THE SAME ELEVATION AS THE STATION, SET IN TOP
 NQ0514'OF A 7 X 8 INCH CONCRETE POST, FLUSH, STAMPED, DOVE NO 2.
 NQ0514'
 NQ0514'REFERENCE MARK NO. 3, A BRONZE DISK, IS APPROXIMATELY THE SAME
 NQ0514'ELEVATION AS THE STATION, PROJECTS 3 INCHES AND IS STAMPED,
 NQ0514'DOVE NO 3 1948.
 NQ0514'
 NQ0514'THE AZIMUTH MARK IS LOCATED ENROUTE TO STATION, AT POINT WHERE
 NQ0514'YOU LEAVE THE ROAD TO GO CROSS-COUNTRY, 12 FEET NORTH OF THE
 NQ0514'CENTERLINE OF TRACK ROAD, 4 FEET WEST OF A 4 X 4 WITNESS POST,
 NQ0514'PROJECTS 2 INCHES, STAMPED, DOVE 1948.
 NQ0514'
 NQ0514'TO REACH FROM GLENDO.  GO NORTH ON U.S. HIGHWAY 87 FOR 1.25 MILE
 NQ0514'TO A T ROAD RIGHT (E).  TURN RIGHT (E) AND FOLLOW GRADED ROAD
 NQ0514'FOR 3.9 MILES TO A T ROAD LEFT (N).  CONTINUE STRAIGHT AHEAD (E)
 NQ0514'ON GRADED ROAD FOR 2.1 MILES TO A T ROAD RIGHT (S) AT A FENCE
 NQ0514'CORNER.  TURN RIGHT (S) AND FOLLOW BLADED ROAD FOR 1.3 MILE TO A
 NQ0514'GATE IN FENCE.  CONTINUE SOUTHEAST ON BLADED ROAD FOR 1.75
 NQ0514'MILE TO A TRACK ROAD ON RIGHT JUST BEFORE REACHING TOP OF
 NQ0514'RIDGE.  TURN RIGHT (S) ON TRACK ROAD AND GO 0.15 MILE TO A FORK.
 NQ0514'KEEP RIGHT FORK AND CONTINUE IN A SOUTHERLY DIRECTION FOR
 NQ0514'0.6 MILE TO A FORK JUST AFTER PASSING THROUGH A GATE.  TAKE
 NQ0514'RIGHT FORK AND FOLLOW TRACK ROAD WEST ALONG THE SOUTH SIDE OF
 NQ0514'FENCE FOR 0.5 MILE TO AN OLD BUILDING ON RIGHT.  CONTINUE
 NQ0514'WEST FOR 0.2 MILE TO A FORK, JUST AFTER PASSING THROUGH
 NQ0514'ANOTHER GATE.  KEEP THE RIGHT FORK AND GO NORTHWEST FOR 0.5
 NQ0514'MILE TO A GATE.  CONTINUE NORTHWEST ON TRACK ROAD FOR 0.35
 NQ0514'MILE TO THE AZIMUTH MARK AS DESCRIBED ABOVE.  AT THIS
 NQ0514'POINT TURN RIGHT (N) AND GO CROSS-COUNTRY FOR 0.3 MILE
 NQ0514'TO STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0348 ***********************************************************************
 OW0348  DESIGNATION -  DOWNS
 OW0348  PID         -  OW0348
 OW0348  STATE/COUNTY-  WY/FREMONT
 OW0348  USGS QUAD   -  DOWNS MOUNTAIN (1991)
 OW0348
 OW0348                         *CURRENT SURVEY CONTROL
 OW0348  ___________________________________________________________________
 OW0348* NAD 83(1993)-  43 18 35.62619(N)    109 40 20.50405(W)     ADJUSTED  
 OW0348* NAVD 88     -      4070.6    (meters)   13355.     (feet)  VERTCON   
 OW0348  ___________________________________________________________________
 OW0348  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 OW0348  GEOID HEIGHT-          -7.38  (meters)                     GEOID03
 OW0348
 OW0348  HORZ ORDER  -  THIRD
 OW0348
 OW0348.The horizontal coordinates were established by classical geodetic methods
 OW0348.and adjusted by the National Geodetic Survey in January 1997..
 OW0348
 OW0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0348
 OW0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0348
 OW0348.The geoid height was determined by GEOID03.
 OW0348
 OW0348;                    North         East     Units Scale Factor Converg.
 OW0348;SPC WYWC     -   312,492.931   525,173.252   MT  1.00000635   -0 37 57.8
 OW0348;SPC WY W     -   412,161.795   833,340.010   MT  0.99995117   +0 16 54.9
 OW0348;UTM  12      - 4,796,084.921   607,668.725   MT  0.99974260   +0 54 38.8
 OW0348
 OW0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0348!SPC WYWC     -   0.99936322  x   1.00000635  =   0.99936957
 OW0348!SPC WY W     -   0.99936322  x   0.99995117  =   0.99931442
 OW0348!UTM  12      -   0.99936322  x   0.99974260  =   0.99910599
 OW0348
 OW0348:                Primary Azimuth Mark                     Grid Az
 OW0348:SPC WYWC     -  GANNETT PEAK CAIRN                       174 36 28.5
 OW0348:SPC WY W     -  GANNETT PEAK CAIRN                       173 41 35.8
 OW0348:UTM  12      -  GANNETT PEAK CAIRN                       173 03 51.9
 OW0348
 OW0348|---------------------------------------------------------------------|
 OW0348| PID    Reference Object                     Distance      Geod. Az  |
 OW0348|                                                           dddmmss.s |
 OW0348| OW0356 GANNETT PEAK CAIRN                  APPROX.14.0 KM 1735830.7 |
 OW0348| OW0349 BURRO                               APPROX. 7.7 KM 3373254.5 |
 OW0348|---------------------------------------------------------------------|
 OW0348
 OW0348                          SUPERSEDED SURVEY CONTROL
 OW0348
 OW0348  NAD 83(1986)-  43 18 35.61408(N)    109 40 20.49455(W) AD(       ) 3
 OW0348  NAD 27      -  43 18 35.78580(N)    109 40 17.94482(W) AD(       ) 3
 OW0348  NGVD 29 (07/19/86) 4068.9    (m)        13349.     (f) VERT ANG       
 OW0348
 OW0348.Superseded values are not recommended for survey control.
 OW0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0348.See file dsdata.txt to determine how the superseded data were derived.
 OW0348
 OW0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN0766996085(NAD 83)
 OW0348_MARKER: DD = SURVEY DISK
 OW0348_SETTING: 80 = SET IN A BOULDER
 OW0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0348+STABILITY: SURFACE MOTION
 OW0348
 OW0348  HISTORY     - Date     Condition        Report By
 OW0348  HISTORY     - 1905     MONUMENTED       USGS
 OW0348
 OW0348                          STATION DESCRIPTION
 OW0348
 OW0348'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 OW0348'ON A HIGH SNOW-TOPPED PEAK ON THE CONTINENTAL DIVIDE.  ABOUT 12 MI.
 OW0348'SE. OF UNION PEAK AND 8 MI. N. OF FREMONT PEAK.
 OW0348'
 OW0348'RECOVERED BY HELICOPTER.
 OW0348'
 OW0348'STATION MARK - STANDARD USGS TABLET SET FLUSH IN LARGE BOULDER ON
 OW0348'HIGHEST POINT OF PEAK, STAMPED ---DOWNS 1905 VABM---.
 OW0348'
 OW0348'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0184 ***********************************************************************
 NS0184  DESIGNATION -  DRAIN
 NS0184  PID         -  NS0184
 NS0184  STATE/COUNTY-  WY/FREMONT
 NS0184  USGS QUAD   -  NINEMILE HILL (1978)
 NS0184
 NS0184                         *CURRENT SURVEY CONTROL
 NS0184  ___________________________________________________________________
 NS0184* NAD 83(1993)-  42 46 10.91751(N)    108 30 01.19334(W)     ADJUSTED  
 NS0184* NAVD 88     -      1876.6    (meters)    6157.     (feet)  VERTCON   
 NS0184  ___________________________________________________________________
 NS0184  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 NS0184  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NS0184
 NS0184  HORZ ORDER  -  THIRD
 NS0184
 NS0184.The horizontal coordinates were established by classical geodetic methods
 NS0184.and adjusted by the National Geodetic Survey in January 1997..
 NS0184
 NS0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0184
 NS0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0184
 NS0184.The geoid height was determined by GEOID03.
 NS0184
 NS0184;                    North         East     Units Scale Factor Converg.
 NS0184;SPC WYWC     -   252,101.390   620,432.808   MT  0.99994263   +0 10 10.3
 NS0184;UTM  12      - 4,738,271.133   704,508.297   MT  1.00011457   +1 41 52.8
 NS0184
 NS0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0184!SPC WYWC     -   0.99970780  x   0.99994263  =   0.99965044
 NS0184!UTM  12      -   0.99970780  x   1.00011457  =   0.99982233
 NS0184
 NS0184:                Primary Azimuth Mark                     Grid Az
 NS0184:SPC WYWC     -  BEAVER                                   138 36 50.3
 NS0184:UTM  12      -  BEAVER                                   137 05 07.8
 NS0184
 NS0184|---------------------------------------------------------------------|
 NS0184| PID    Reference Object                     Distance      Geod. Az  |
 NS0184|                                                           dddmmss.s |
 NS0184| NS0175 BEAVER                              APPROX. 3.0 KM 1384700.6 |
 NS0184|---------------------------------------------------------------------|
 NS0184
 NS0184                          SUPERSEDED SURVEY CONTROL
 NS0184
 NS0184  NAD 83(1986)-  42 46 10.90206(N)    108 30 01.19623(W) AD(       ) 3
 NS0184  NAD 27      -  42 46 11.04533(N)    108 29 58.81430(W) AD(       ) 3
 NS0184  NGVD 29 (07/19/86) 1875.5    (m)         6153.     (f) VERT ANG       
 NS0184
 NS0184.Superseded values are not recommended for survey control.
 NS0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0184.See file dsdata.txt to determine how the superseded data were derived.
 NS0184
 NS0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0450838271(NAD 83)
 NS0184_MARKER: DD = SURVEY DISK
 NS0184_SETTING: 0 = UNSPECIFIED SETTING
 NS0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0184
 NS0184  HISTORY     - Date     Condition        Report By
 NS0184  HISTORY     - 1950     MONUMENTED       USGS
 NS0184
 NS0184                          STATION DESCRIPTION
 NS0184
 NS0184'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0184'STATION IS LOCATED ABOUT 5 MI. E. AND 9 MI. S OF TOWN OF HUDSON,
 NS0184'WYOMING, ON HIGHEST POINT OF RIDGE LINE.
 NS0184'
 NS0184'TO REACH FROM MONUMENT TO WORLD WAR II DEAD, ON WYOMING STATE HIGHWAY
 NS0184'320 AT HUDSON, WYOMING, FOLLOW HIGHWAY N. AND AT 0.1 MI. TURN RIGHT E.
 NS0184'ON DIRT RD. PROCEED ALONG THIS RD. FOR 1.5 MI. TO FORK.  TAKE RIGHT
 NS0184'FORK THROUGH GATE AND ACROSS CANAL.  AT FORK IN RD. JUST BEYOND CANAL
 NS0184'TAKE RIGHT FORK AND PROCEED ALONG MAIN RD. FOR 10.2 MI. TO CROSSROAD.
 NS0184'PROCEED AHEAD ON CENTER RD. FOR 1.2 MI. TO FORK.  TAKE RIGHT FORK FOR
 NS0184'ABOUT 100 FT. AND THEN ANOTHER RIGHT FORK.  AT 0.2 MI. TAKE RIGHT FORK
 NS0184'AND PROCEED ALONG RD. FOR 1.5 MI. THEN TURN AND FOLLOW ALONG EDGE OF
 NS0184'RIDGE FOR 0.2 MI. TO STATION.
 NS0184'
 NS0184'STATION MARK - STANDARD TABLET SET IN CONCRETE POST PROTRUDING ABOUT 6
 NS0184'INCHES ABOVE GROUND AND STAMPED ---WR-DRAIN 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0783 ***********************************************************************
 MR0783  DESIGNATION -  DRIFT
 MR0783  PID         -  MR0783
 MR0783  STATE/COUNTY-  WY/UINTA
 MR0783  USGS QUAD   -  TABLE MOUNTAIN (1980)
 MR0783
 MR0783                         *CURRENT SURVEY CONTROL
 MR0783  ___________________________________________________________________
 MR0783* NAD 83(1993)-  41 05 33.73745(N)    110 21 38.19690(W)     ADJUSTED  
 MR0783* NAVD 88     -      2587.9    (meters)    8490.     (feet)  VERTCON   
 MR0783  ___________________________________________________________________
 MR0783  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MR0783  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 MR0783
 MR0783  HORZ ORDER  -  FIRST
 MR0783
 MR0783.The horizontal coordinates were established by classical geodetic methods
 MR0783.and adjusted by the National Geodetic Survey in January 1997..
 MR0783
 MR0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0783
 MR0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0783
 MR0783.The geoid height was determined by GEOID03.
 MR0783
 MR0783;                    North         East     Units Scale Factor Converg.
 MR0783;SPC WY W     -   165,852.793   776,705.416   MT  0.99994418   -0 10 56.1
 MR0783;SPC UT N     - 1,084,955.188   595,721.813   MT  0.99996063   +0 45 04.5
 MR0783;UTM  12      - 4,549,245.202   553,698.396   MT  0.99963549   +0 25 13.0
 MR0783
 MR0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0783!SPC WY W     -   0.99959633  x   0.99994418  =   0.99954053
 MR0783!SPC UT N     -   0.99959633  x   0.99996063  =   0.99955698
 MR0783!UTM  12      -   0.99959633  x   0.99963549  =   0.99923197
 MR0783
 MR0783:                Primary Azimuth Mark                     Grid Az
 MR0783:SPC WY W     -  DRIFT AZ MK                              169 16 23.9
 MR0783:SPC UT N     -  DRIFT AZ MK                              168 20 23.3
 MR0783:UTM  12      -  DRIFT AZ MK                              168 40 14.8
 MR0783
 MR0783|---------------------------------------------------------------------|
 MR0783| PID    Reference Object                     Distance      Geod. Az  |
 MR0783|                                                           dddmmss.s |
 MR0783| CP4858 DRIFT AZ MK                                        1690527.8 |
 MR0783| CP4859 DRIFT RM 1                           22.576 METERS 18240     |
 MR0783| CP4860 DRIFT RM 2                           17.376 METERS 25313     |
 MR0783|---------------------------------------------------------------------|
 MR0783
 MR0783                          SUPERSEDED SURVEY CONTROL
 MR0783
 MR0783  NAD 83(1986)-  41 05 33.72595(N)    110 21 38.18502(W) AD(       ) 1
 MR0783  NAD 27      -  41 05 33.91210(N)    110 21 35.62690(W) AD(       ) 1
 MR0783  NGVD 29 (07/19/86) 2586.4    (m)         8486.     (f) VERT ANG       
 MR0783
 MR0783.Superseded values are not recommended for survey control.
 MR0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0783.See file dsdata.txt to determine how the superseded data were derived.
 MR0783
 MR0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5369849245(NAD 83)
 MR0783_MARKER: DS = TRIANGULATION STATION DISK
 MR0783_SETTING: 66 = SET IN ROCK OUTCROP
 MR0783_STAMPING: DRIFT 1962
 MR0783_MARK LOGO: CGS   
 MR0783_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0783+STABILITY: POSITION/ELEVATION WELL
 MR0783
 MR0783  HISTORY     - Date     Condition        Report By
 MR0783  HISTORY     - 1962     MONUMENTED       CGS
 MR0783  HISTORY     - 1964     GOOD             USGS
 MR0783  HISTORY     - 19920620 GOOD             NGS
 MR0783
 MR0783                          STATION DESCRIPTION
 MR0783
 MR0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0783'STATION IS LOCATED ABOUT 35.0 MILES EAST SOUTHEAST OF EVANSTON,
 MR0783'17.0 MILES SOUTH SOUTHWEST OF LYMAN AND 6.0 MILES NORTH OF THE
 MR0783'WYOMING - UTAH STATE LINE ON A FLAT TOPPED NORTH - SOUTH RIDGE.
 MR0783'
 MR0783'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 MR0783'30S AND WYOMING SECONDARY HIGHWAY 2101, IN URIE, GO SOUTH ON
 MR0783'2101 FOR 3.0 MILES TO WHERE ROAD TURNS RIGHT (WEST) THROUGH
 MR0783'MOUNTAINVIEW.  TURN RIGHT AND FOLLOW 2101 THROUGH MOUNTAINVIEW AND
 MR0783'THEN LEFT (SOUTH) 7.0 MILES TO WHERE HIGHWAY TURNS RIGHT (WEST),
 MR0783'AT SIGN ROBERTSON STORE.  CONTINUE STRAIGHT AHEAD (SOUTH), ON
 MR0783'DIRT ROAD, 5.0 MILES TO A FORK.  TAKE LEFT FORK, UPHILL, 0.2
 MR0783'MILE TO A FORK.  TAKE RIGHT FORK AND GO 1.1 MILES TO A FORK.
 MR0783'TAKE RIGHT FORK (SOUTH) FOR 1.3 MILES TO STATION ON THE RIGHT
 MR0783'SIDE OF ROAD.
 MR0783'
 MR0783'STATION, STAMPED DRIFT 1962, IS A STANDARD USC AND GS BRONZE DISK
 MR0783'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS FLUSH WITH
 MR0783'THE GROUND.  IT IS 63.0 FEET WEST OF THE CENTERLINE OF A TRACK
 MR0783'ROAD AND 5.6 FEET WEST OF A STANDARD METAL WITNESS POST.
 MR0783'
 MR0783'R.M. 1, STAMPED DRIFT NO 1 1962, IS A STANDARD USC AND GS BRONZE
 MR0783'DISK CEMENTED IN A DRILL HOEL IN A BOULDER THAT IS 2-1/2 FEET
 MR0783'X 4 FEET AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 MR0783'73.0 FEET WEST SOUTHWEST OF STANDARD METAL WITNESS POST, 62.0
 MR0783'FEET WEST OF THE CENTERLINE OF THE TRACK AND ABOUT THE SAME
 MR0783'ELEVATION AS THE STATION.
 MR0783'
 MR0783'R.M. 2, STAMPED DRIFT NO 2 1962, IS A STANDARD USC AND GS BRONZE
 MR0783'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 2 FEET X 3
 MR0783'FEET AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 62.0
 MR0783'FEET WEST OF A STANDARD METAL WITNESS POST AND ABOUT THE SAME
 MR0783'ELEVATION AS THE STATION.
 MR0783'
 MR0783'AZIMUTH MARK, STAMPED DRIFT 1962, IS A STANDARD USC AND GS
 MR0783'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 1-1/2
 MR0783'FEET X 2 FEET AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 MR0783'180.0 FEET SOUTHWEST OF THE CENTERLINE OF RUNWAY OF OLD AIRPLANE
 MR0783'LANDING, 70.0 FEET WEST OF THE CENTERLINE OF TRACK ROAD AND 4.0
 MR0783'FEET WEST OF STANDARD METAL WITNESS POST.  TO REACH FROM THE
 MR0783'STATION CONTINUE SOUTH, ON TRACK ROAD, 0.8 MILE TO THE AZIMUTH
 MR0783'MARK ON THE WEST SIDE OF ROAD.
 MR0783
 MR0783                          STATION RECOVERY (1964)
 MR0783
 MR0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MR0783'RECOVERED.
 MR0783'
 MR0783'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---DRIFT 1962---,
 MR0783'CEMENTED IN DRILL HOLE IN ROCK FLUSH WITH GROUND.
 MR0783
 MR0783                          STATION RECOVERY (1992)
 MR0783
 MR0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (WK)
 MR0783'USED IN GPS/PHOTO CONTROL PROJECT AT STATE LINE DAM, UTAH.  IT WAS
 MR0783'FOUND AS DESCRIBED IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0576 ***********************************************************************
 NQ0576  DESIGNATION -  DRIFT
 NQ0576  PID         -  NQ0576
 NQ0576  STATE/COUNTY-  WY/CONVERSE
 NQ0576  USGS QUAD   -  ANTELOPE CREEK (1973)
 NQ0576
 NQ0576                         *CURRENT SURVEY CONTROL
 NQ0576  ___________________________________________________________________
 NQ0576* NAD 83(1993)-  42 47 16.08297(N)    105 21 53.85946(W)     ADJUSTED  
 NQ0576* NAVD 88     -      1495.09   (+/-2cm)    4905.1    (feet)  VERTCON   
 NQ0576  ___________________________________________________________________
 NQ0576  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 NQ0576  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NQ0576
 NQ0576  HORZ ORDER  -  SECOND
 NQ0576  VERT ORDER  -  THIRD ? (See Below)
 NQ0576
 NQ0576.The horizontal coordinates were established by classical geodetic methods
 NQ0576.and adjusted by the National Geodetic Survey in January 1997..
 NQ0576
 NQ0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0576.The vertical order pertains to the NGVD 29 superseded value.
 NQ0576
 NQ0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0576
 NQ0576.The geoid height was determined by GEOID03.
 NQ0576
 NQ0576;                    North         East     Units Scale Factor Converg.
 NQ0576;SPC WY E     -   254,100.974   183,776.373   MT  0.99994074   -0 08 04.9
 NQ0576;UTM  13      - 4,737,315.455   470,150.456   MT  0.99961096   -0 14 52.5
 NQ0576
 NQ0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0576!SPC WY E     -   0.99976784  x   0.99994074  =   0.99970860
 NQ0576!UTM  13      -   0.99976784  x   0.99961096  =   0.99937889
 NQ0576
 NQ0576|---------------------------------------------------------------------|
 NQ0576| PID    Reference Object                     Distance      Geod. Az  |
 NQ0576|                                                           dddmmss.s |
 NQ0576| NQ0326 G 59                                114.000 METERS 03930     |
 NQ0576| CP9198 DRIFT RM 1                            9.764 METERS 09052     |
 NQ0576| CP9196 DRIFT AZ MK                                        2265712.3 |
 NQ0576| CP9197 DRIFT AZ MK 2                                      2303704.2 |
 NQ0576| CP9199 DRIFT RM 2                           10.938 METERS 23215     |
 NQ0576| NQ0582 FETTER                              APPROX. 2.1 KM 2774837.7 |
 NQ0576|---------------------------------------------------------------------|
 NQ0576
 NQ0576                          SUPERSEDED SURVEY CONTROL
 NQ0576
 NQ0576  NAD 83(1986)-  42 47 16.06218(N)    105 21 53.84684(W) AD(       ) 2
 NQ0576  NAD 27      -  42 47 16.17900(N)    105 21 51.90200(W) AD(       ) 2
 NQ0576  NGVD 29 (07/19/86) 1494.23   (m)         4902.3    (f) LEVELING    3  
 NQ0576
 NQ0576.Superseded values are not recommended for survey control.
 NQ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0576.See file dsdata.txt to determine how the superseded data were derived.
 NQ0576
 NQ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7015037315(NAD 83)
 NQ0576_MARKER: DS = TRIANGULATION STATION DISK
 NQ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0576
 NQ0576  HISTORY     - Date     Condition        Report By
 NQ0576  HISTORY     - 1948     MONUMENTED       CGS
 NQ0576  HISTORY     - 1977     GOOD             NGS
 NQ0576  HISTORY     - 1985     GOOD             DMA
 NQ0576
 NQ0576                          STATION DESCRIPTION
 NQ0576
 NQ0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0576'THE STATION IS LOCATED ON HIGHEST POINT OF LOW HILL ON EAST
 NQ0576'SIDE OF STATE ROUTE 87, ABOUT 2.0 MILES AIRLINE NORTHEAST
 NQ0576'OF DOUGLAS, 2 PACES SOUTH OF FENCELINE, 2 PACES SOUTHWEST OF
 NQ0576'WHITE WITNESS POST, PROJECTS 4 INCHES, AND STAMPED, DRIFT
 NQ0576'1948.
 NQ0576'
 NQ0576'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 NQ0576'PROJECTS 4 INCHES, AND STAMPED, DRIFT NO 1 1948.
 NQ0576'
 NQ0576'REFERENCE MARK NO. 2 IS ABOUT 12 INCHES LOWER THAN STATION,
 NQ0576'1 PACE EAST OF FENCELINE, PROJECTS 4 INCHES, AND STAMPED,
 NQ0576'DRIFT NO 2 1948.
 NQ0576'
 NQ0576'AZIMUTH MARK IS SET IN A DRILL HOLE IN NORTH END OF WEST
 NQ0576'HEADWALL OF A CONCRETE CULVERT ALONG STATE ROUTE 87, 4 PACES
 NQ0576'WEST OF CENTERLINE OF HIGHWAY, 2 PACES NORTH OF WHITE WITNESS
 NQ0576'POST, PROJECTS 5 INCHES, AND STAMPED, DRIFT 1948.
 NQ0576'
 NQ0576'BENCH MARK G59 IS A STANDARD BRONZE DISK SET IN THE SOUTH END
 NQ0576'OF THE EAST HEADWALL OF A CONCRETE CULVERT, 16.5 FEET EAST
 NQ0576'OF THE CENTERLINE OF STATE ROUTE 87, PROJECTS 6 INCHES, AND
 NQ0576'STAMPED, G 59 1934.
 NQ0576'
 NQ0576'TO REACH FROM POST OFFICE IN DOUGLAS, GO EAST FOR ONE BLOCK.
 NQ0576'TURN LEFT ONTO STATE ROUTE 87, AND GO 1.75 MILE TO AZIMUTH
 NQ0576'MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE ON HIGHWAY FOR
 NQ0576'0.55 MILE TO STATION ON RIGHT AS DESCRIBED ABOVE.
 NQ0576'
 NQ0576'A DRIVE STATION.
 NQ0576
 NQ0576                          STATION RECOVERY (1977)
 NQ0576
 NQ0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NQ0576'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND ARE IN GOOD
 NQ0576'CONDITION.  THE AZIMUTH MARK AND BENCH MARK G 59 1934 WERE PROBABLY
 NQ0576'DESTROYED DURING NEW HIGHWAY CONSTRUCTION.  THEY WERE NOT FOUND.
 NQ0576'STATE HIGHWAY 87 HAS BEEN CHANGED TO STATE HIGHWAY 59 AND LAND ON
 NQ0576'WHICH STATION IS ESTABLISHED IS NOW OWNED AND OCCUPIED BY A
 NQ0576'MR. DARWIN FUNK.
 NQ0576'
 NQ0576'DISTANCE AND DIRECTION TO MARKS CHECKED FAIRLY WELL.
 NQ0576'
 NQ0576'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 87, 20 AND
 NQ0576'STATE HIGHWAY 59 (4TH-CENTER STREETS INTERSECTION) IN DOUGLAS.  GO
 NQ0576'NORTH AND NORTHEASTERLY ON 4TH STREET AND STATE HIGHWAY 59 FOR 1.85
 NQ0576'MILES TO A GRADED ROAD, SIGN JIMS WATER SERVICE AND THE AZIMUTH
 NQ0576'MARK ON LEFT.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 59 FOR 0.45 MILE
 NQ0576'TO THE STATION ON RIGHT, AS DESCRIBED.
 NQ0576'
 NQ0576'STATION IS A STANDARD STATION MARK DISK, STAMPED DRIFT 1948, SET IN
 NQ0576'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES.
 NQ0576'MARK IS 107-1/2 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF
 NQ0576'HIGHWAY 59, 7.6 FEET EAST-SOUTHEAST OF THE HIGHWAY RIGHT-OF-WAY
 NQ0576'FENCELINE AND 7.0 FEET SOUTH OF A METAL WITNESS POST.
 NQ0576'
 NQ0576'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED DRIFT NO
 NQ0576'1 1948, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 NQ0576'ABOUT 4 INCHES.  MARK IS 130 FEET EAST-SOUTHEAST OF THE HIGHWAY AND
 NQ0576'30 FEET EAST-SOUTHEAST OF THE RIGHT-OF-WAY FENCELINE.
 NQ0576'
 NQ0576'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED DRIFT NO
 NQ0576'2 1948, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 NQ0576'ABOUT 2 INCHES.  MARK IS 113 FEET EAST-SOUTHEAST OF THE HIGHWAY AND
 NQ0576'3 FEET EAST-SOUTHEAST OF THE RIGHT-OF-WAY FENCELINE.
 NQ0576'
 NQ0576'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED DRIFT 1948
 NQ0576'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 NQ0576'2 INCHES.  MARK IS 103-1/2 FEET WEST OF THE APPROXIMATE CENTER OF
 NQ0576'STATE HIGHWAY 59, 49.7 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 NQ0576'LARGE METAL CATTLE GUARD WHICH IS ACROSS THE GRADED ROAD, 6.1 FEET
 NQ0576'SOUTH OF A POWERLINE GUYLINE POLE AND 3.5 FEET WEST OF A HIGHWAY
 NQ0576'RIGHT-OF-WAY FENCELINE AND METAL WITNESS POST.
 NQ0576'
 NQ0576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES NE OF
 NQ0576'DOUGLAS.
 NQ0576
 NQ0576                          STATION RECOVERY (1985)
 NQ0576
 NQ0576'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (RSB)
 NQ0576'DRIFT 1948 FOUND GOOD.
 NQ0576'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  AZIMUTH MARK
 NQ0576'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0625 ***********************************************************************
 NT0625  DESIGNATION -  DRIVEWAY
 NT0625  PID         -  NT0625
 NT0625  STATE/COUNTY-  WY/LINCOLN
 NT0625  USGS QUAD   -  FONTENELLE RESERVOIR SW (1968)
 NT0625
 NT0625                         *CURRENT SURVEY CONTROL
 NT0625  ___________________________________________________________________
 NT0625* NAD 83(1993)-  42 02 54.69623(N)    110 14 49.27541(W)     ADJUSTED  
 NT0625* NAVD 88     -      2148.3    (meters)    7048.     (feet)  VERTCON   
 NT0625  ___________________________________________________________________
 NT0625  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 NT0625  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 NT0625
 NT0625  HORZ ORDER  -  THIRD
 NT0625
 NT0625.The horizontal coordinates were established by classical geodetic methods
 NT0625.and adjusted by the National Geodetic Survey in January 1997..
 NT0625
 NT0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0625
 NT0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0625
 NT0625.The geoid height was determined by GEOID03.
 NT0625
 NT0625;                    North         East     Units Scale Factor Converg.
 NT0625;SPC WY W     -   271,980.390   786,449.510   MT  0.99993976   -0 06 34.7
 NT0625;UTM  12      - 4,655,438.360   562,312.720   MT  0.99964778   +0 30 15.6
 NT0625
 NT0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0625!SPC WY W     -   0.99966535  x   0.99993976  =   0.99960513
 NT0625!UTM  12      -   0.99966535  x   0.99964778  =   0.99931324
 NT0625
 NT0625:                Primary Azimuth Mark                     Grid Az
 NT0625:SPC WY W     -  MESA                                     185 59 19.2
 NT0625:UTM  12      -  MESA                                     185 22 28.9
 NT0625
 NT0625|---------------------------------------------------------------------|
 NT0625| PID    Reference Object                     Distance      Geod. Az  |
 NT0625|                                                           dddmmss.s |
 NT0625| MR0759 MESA                                APPROX. 7.2 KM 1855244.5 |
 NT0625|---------------------------------------------------------------------|
 NT0625
 NT0625                          SUPERSEDED SURVEY CONTROL
 NT0625
 NT0625  NAD 83(1993)-  42 02 54.68917(N)    110 14 49.27328(W) AD(       ) 3
 NT0625  NAD 83(1986)-  42 02 54.68610(N)    110 14 49.27364(W) AD(       ) 3
 NT0625  NAD 27      -  42 02 54.89424(N)    110 14 46.69094(W) AD(       ) 3
 NT0625  NGVD 29 (07/19/86) 2146.9    (m)         7044.     (f) VERT ANG       
 NT0625
 NT0625.Superseded values are not recommended for survey control.
 NT0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0625.See file dsdata.txt to determine how the superseded data were derived.
 NT0625
 NT0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6231355438(NAD 83)
 NT0625_MARKER: DD = SURVEY DISK
 NT0625_SETTING: 80 = SET IN A BOULDER
 NT0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0625+STABILITY: SURFACE MOTION
 NT0625
 NT0625  HISTORY     - Date     Condition        Report By
 NT0625  HISTORY     - 1944     MONUMENTED       USGS
 NT0625
 NT0625                          STATION DESCRIPTION
 NT0625
 NT0625'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 NT0625'LOCATED ON A RIDGE BETWEEN FONTENELLE CREEK AND SHEEP CREEK, 4.5 MI.
 NT0625'W. OF U.S. HIGHWAY 189, 1200 FT. W. OF POINT WHERE OLD HIGHWAY,
 NT0625'NOW MARKED AS A STOCK DRIVEWAY BY U.S. GRAZING SERVICE, CROSSES TOP OF
 NT0625'RIDGE.  ON POINT OVERLOOKING SHEEP CREEK.
 NT0625'
 NT0625'TO REACH STATION FROM KEMMERER, DRIVE N. ALONG U.S. HIGHWAY 189 FOR
 NT0625'23.0 MI., TAKE SECOND-CLASS RD. N. 1.0 MI. TO GRAHAM RANCH ON SLATE
 NT0625'CREEK, CONTINUE N. 7.0 MI. ALONG OLD HIGHWAY AND STOCK DRIVEWAY TO
 NT0625'SUMMIT.  GO W. 1200 FT. TO STATION.  STATION CAN ALSO BE REACHED BY
 NT0625'DRIVING UP FONTENELLE CREEK RD. 4.5 MI. FROM U.S. HIGHWAY 189, TURN
 NT0625'S. JUST W. OF SMALL WOOD BRIDGE AND DRIVE ALONG STOCK DRIVEWAY 2.0
 NT0625'MI. TO SUMMIT.  GO W. 1200 FT. TO STATION.
 NT0625'
 NT0625'STATION MARK - STANDARD TABLET STAMPED ---DRIVEWAY 1944--- CEMENTED IN
 NT0625'SANDSTONE BOULDER FLUSH WITH GROUND.
 NT0625'
 NT0625'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED---NO.1---
 NT0625'CEMENTED IN LOW ROCK, 39.10 FT. FROM STATION MARK, S 47 DEG 11 MIN W.
 NT0625'
 NT0625'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED,
 NT0625'---NO.2--- CEMENTED IN LOW ROCK, 40.63 FT. FROM STATION MARK,
 NT0625'S 21 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0672 ***********************************************************************
 MP0672  DESIGNATION -  DRY
 MP0672  PID         -  MP0672
 MP0672  STATE/COUNTY-  WY/CARBON
 MP0672  USGS QUAD   -  MEXICAN FLATS (1970)
 MP0672
 MP0672                         *CURRENT SURVEY CONTROL
 MP0672  ___________________________________________________________________
 MP0672* NAD 83(1993)-  41 21 36.89667(N)    107 48 14.47629(W)     ADJUSTED  
 MP0672* NAVD 88     -      2063.0    (meters)    6768.     (feet)  VERTCON   
 MP0672  ___________________________________________________________________
 MP0672  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 MP0672  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 MP0672
 MP0672  HORZ ORDER  -  THIRD
 MP0672
 MP0672.The horizontal coordinates were established by classical geodetic methods
 MP0672.and adjusted by the National Geodetic Survey in January 1997..
 MP0672
 MP0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0672
 MP0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0672
 MP0672.The geoid height was determined by GEOID03.
 MP0672
 MP0672;                    North         East     Units Scale Factor Converg.
 MP0672;SPC WYEC     -   195,633.786   360,617.400   MT  0.99995658   -0 18 39.7
 MP0672;UTM  13      - 4,582,543.460   265,454.166   MT  1.00027707   -1 51 13.4
 MP0672
 MP0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0672!SPC WYEC     -   0.99967882  x   0.99995658  =   0.99963542
 MP0672!UTM  13      -   0.99967882  x   1.00027707  =   0.99995580
 MP0672
 MP0672:                Primary Azimuth Mark                     Grid Az
 MP0672:SPC WYEC     -  ROBBER                                   189 45 05.3
 MP0672:UTM  13      -  ROBBER                                   191 17 39.0
 MP0672
 MP0672|---------------------------------------------------------------------|
 MP0672| PID    Reference Object                     Distance      Geod. Az  |
 MP0672|                                                           dddmmss.s |
 MP0672| MP0668 ROBBER                              APPROX.15.8 KM 1892625.6 |
 MP0672|---------------------------------------------------------------------|
 MP0672
 MP0672                          SUPERSEDED SURVEY CONTROL
 MP0672
 MP0672  NAD 83(1986)-  41 21 36.88654(N)    107 48 14.46578(W) AD(       ) 3
 MP0672  NAD 27      -  41 21 37.02853(N)    107 48 12.19936(W) AD(       ) 3
 MP0672  NGVD 29 (07/19/86) 2061.7    (m)         6764.     (f) VERT ANG       
 MP0672
 MP0672.Superseded values are not recommended for survey control.
 MP0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0672.See file dsdata.txt to determine how the superseded data were derived.
 MP0672
 MP0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF6545482543(NAD 83)
 MP0672_MARKER: DD = SURVEY DISK
 MP0672_SETTING: 0 = UNSPECIFIED SETTING
 MP0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0672
 MP0672  HISTORY     - Date     Condition        Report By
 MP0672  HISTORY     - 1956     MONUMENTED       USGS
 MP0672
 MP0672                          STATION DESCRIPTION
 MP0672
 MP0672'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 MP0672'STATION IS LOCATED ABOUT 23.5 MI. (AIRLINE) NNW. OF BAGGS, WYOMING,
 MP0672'ABOUT 2.0 MI. W. OF STATE HIGHWAY 789, AND 4.0 MI. NW. OF ---DAD---
 MP0672'(PLACE NAME), IN THE NE. 1/4 SEC. 13, T 16 N, R 93 W.
 MP0672'
 MP0672'TO REACH THE STATION FROM BAGGS POST OFFICE, PROCEED N. ALONG STATE
 MP0672'HIGHWAY 789 FOR 21.5 MI. TO GRADED CROSSROADS AT ---DAD---, TURN
 MP0672'LEFT (W.) 0.5 MI. ACROSS MUDDY CREEK AND RD. FORK, TURN RIGHT (N.
 MP0672'AND NW.) ALONG THE MAIN TRAVELED RD. FOR 3.1 MI. TO RD. AT SUMMIT,
 MP0672'TURN LEFT (SW.) AND GO 0.1 MI. TO TOP OF HILL AND STATION.
 MP0672'
 MP0672'STATION MARK--STANDARD ALUMINUM TABLET, SET IN TOP OF CONCRETE POST,
 MP0672'POURED IN PLACE AND PROJECTING 0.1 FT. ABOVE GROUND, STAMPED ---DRY
 MP0672'1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0499 ***********************************************************************
 MQ0499  DESIGNATION -  DRY
 MQ0499  PID         -  MQ0499
 MQ0499  STATE/COUNTY-  WY/SWEETWATER
 MQ0499  USGS QUAD   -  HALFWAY HOLLOW WEST (1987)
 MQ0499
 MQ0499                         *CURRENT SURVEY CONTROL
 MQ0499  ___________________________________________________________________
 MQ0499* NAD 83(1993)-  41 20 26.52484(N)    109 41 27.14968(W)     ADJUSTED  
 MQ0499* NAVD 88     -      1941.8    (meters)    6371.     (feet)  VERTCON   
 MQ0499  ___________________________________________________________________
 MQ0499  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 MQ0499  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 MQ0499
 MQ0499  HORZ ORDER  -  THIRD
 MQ0499
 MQ0499.The horizontal coordinates were established by classical geodetic methods
 MQ0499.and adjusted by the National Geodetic Survey in January 1997..
 MQ0499
 MQ0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0499
 MQ0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0499
 MQ0499.The geoid height was determined by GEOID03.
 MQ0499
 MQ0499;                    North         East     Units Scale Factor Converg.
 MQ0499;SPC WYWC     -    93,783.145   521,252.807   MT  1.00001379   -0 37 17.4
 MQ0499;UTM  12      - 4,577,405.883   609,531.768   MT  0.99974765   +0 51 53.3
 MQ0499
 MQ0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0499!SPC WYWC     -   0.99969787  x   1.00001379  =   0.99971165
 MQ0499!UTM  12      -   0.99969787  x   0.99974765  =   0.99944559
 MQ0499
 MQ0499:                Primary Azimuth Mark                     Grid Az
 MQ0499:SPC WYWC     -  COYOTE                                   353 23 04.9
 MQ0499:UTM  12      -  COYOTE                                   351 53 54.2
 MQ0499
 MQ0499|---------------------------------------------------------------------|
 MQ0499| PID    Reference Object                     Distance      Geod. Az  |
 MQ0499|                                                           dddmmss.s |
 MQ0499| MQ0501 COYOTE                              APPROX.16.1 KM 3524547.5 |
 MQ0499|---------------------------------------------------------------------|
 MQ0499
 MQ0499                          SUPERSEDED SURVEY CONTROL
 MQ0499
 MQ0499  NAD 83(1986)-  41 20 26.51550(N)    109 41 27.14279(W) AD(       ) 3
 MQ0499  NAD 27      -  41 20 26.64942(N)    109 41 24.61333(W) AD(       ) 3
 MQ0499  NGVD 29 (07/19/86) 1940.5    (m)         6366.     (f) VERT ANG       
 MQ0499
 MQ0499.Superseded values are not recommended for survey control.
 MQ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0499.See file dsdata.txt to determine how the superseded data were derived.
 MQ0499
 MQ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL0953277406(NAD 83)
 MQ0499_MARKER: DD = SURVEY DISK
 MQ0499_SETTING: 0 = UNSPECIFIED SETTING
 MQ0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0499
 MQ0499  HISTORY     - Date     Condition        Report By
 MQ0499  HISTORY     - 1955     MONUMENTED       USGS
 MQ0499
 MQ0499                          STATION DESCRIPTION
 MQ0499
 MQ0499'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MQ0499'LOCATED ABOUT 16.0 MI. (AIRLINE) SW. OF GREEN RIVER, WYOMING, AND
 MQ0499'ABOUT 2.0 MI. N. OF STATE HIGHWAY 530, ON A BARE RIDGE DROPPING OFF
 MQ0499'SHARP ON THE E. END.
 MQ0499'
 MQ0499'TO REACH FROM BRIDGE OVER GREEN RIVER AT GREEN RIVER, WYOMING, GO SW.
 MQ0499'ON STATE HIGHWAY 530 17.8 MI. TO A RD. N., WHICH IS 0.1 MI. E. OF A
 MQ0499'Y-RD., TURN RIGHT (N.) AND GO ABOUT 2.0 MI. TO A DIM Y-RD., TURN
 MQ0499'LEFT AND GO TO TOP OF RIDGE AND STATION SITE.
 MQ0499'
 MQ0499'STATION MARK--STANDARD TABLET, CEMENTED IN A CONCRETE POST, STAMPED
 MQ0499'---DRY 1955---, PROJECTING 0.8 IN. ABOVE GROUND.
 MQ0499'
 MQ0499'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0193 ***********************************************************************
 NS0193  DESIGNATION -  DRY
 NS0193  PID         -  NS0193
 NS0193  STATE/COUNTY-  WY/SWEETWATER
 NS0193  USGS QUAD   -  FIVE FINGERS BUTTE (1988)
 NS0193
 NS0193                         *CURRENT SURVEY CONTROL
 NS0193  ___________________________________________________________________
 NS0193* NAD 83(1993)-  42 13 50.94868(N)    108 29 29.31519(W)     ADJUSTED  
 NS0193* NAVD 88     -      2144.4    (meters)    7035.     (feet)  VERTCON   
 NS0193  ___________________________________________________________________
 NS0193  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 NS0193  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 NS0193
 NS0193  HORZ ORDER  -  THIRD
 NS0193
 NS0193.The horizontal coordinates were established by classical geodetic methods
 NS0193.and adjusted by the National Geodetic Survey in January 1997..
 NS0193
 NS0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0193
 NS0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0193
 NS0193.The geoid height was determined by GEOID03.
 NS0193
 NS0193;                    North         East     Units Scale Factor Converg.
 NS0193;SPC WYWC     -   192,246.823   621,339.967   MT  0.99994310   +0 10 25.5
 NS0193;UTM  12      - 4,678,451.070   707,003.978   MT  1.00012727   +1 41 11.8
 NS0193
 NS0193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0193!SPC WYWC     -   0.99966591  x   0.99994310  =   0.99960903
 NS0193!UTM  12      -   0.99966591  x   1.00012727  =   0.99979314
 NS0193
 NS0193:                Primary Azimuth Mark                     Grid Az
 NS0193:SPC WYWC     -  BLACK                                    359 18 54.9
 NS0193:UTM  12      -  BLACK                                    357 48 08.6
 NS0193
 NS0193|---------------------------------------------------------------------|
 NS0193| PID    Reference Object                     Distance      Geod. Az  |
 NS0193|                                                           dddmmss.s |
 NS0193| NS0201 BLACK                               APPROX.15.1 KM 3592920.4 |
 NS0193|---------------------------------------------------------------------|
 NS0193
 NS0193                          SUPERSEDED SURVEY CONTROL
 NS0193
 NS0193  NAD 83(1986)-  42 13 50.93406(N)    108 29 29.31502(W) AD(       ) 3
 NS0193  NAD 27      -  42 13 51.08285(N)    108 29 26.93540(W) AD(       ) 3
 NS0193  NGVD 29 (07/19/86) 2143.1    (m)         7031.     (f) VERT ANG       
 NS0193
 NS0193.Superseded values are not recommended for survey control.
 NS0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0193.See file dsdata.txt to determine how the superseded data were derived.
 NS0193
 NS0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM0700478451(NAD 83)
 NS0193
 NS0193  HISTORY     - Date     Condition        Report By
 NS0193  HISTORY     - 1957     MONUMENTED       USGS
 NS0193  HISTORY     - 1957     GOOD             USGS
 NS0193
 NS0193                          STATION DESCRIPTION
 NS0193
 NS0193'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (GMB)
 NS0193'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NS0193'
 NS0193'STATION LOCATED IN AIRLINE MI. APPROX. 41 MI. NE. OF SUPERIOR AND 3
 NS0193'MI. SW. OF PICKETT LAKE OVERLOOKING N. SEGMENT OF -U- BEND IN SAND
 NS0193'CREEK IN SEC. 10  T.26 N. R.,98 W. STATION WAS REACHED BY HELICOPTER.
 NS0193'-STATION IS APPROX. 21 MI. AIRLINE SE. OF ATLANTIC CITY---.
 NS0193'
 NS0193'STATION MARK - STANDARD ALUMINUM TABLET SET IN IRON PIPE PROJECTING
 NS0193'0.1 FT. ABOVE GROUND, STAMPED ---DRY 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0312 ***********************************************************************
 PX0312  DESIGNATION -  DRY
 PX0312  PID         -  PX0312
 PX0312  STATE/COUNTY-  WY/BIG HORN
 PX0312  USGS QUAD   -  NATURAL TRAP CAVE (1964)
 PX0312
 PX0312                         *CURRENT SURVEY CONTROL
 PX0312  ___________________________________________________________________
 PX0312* NAD 83(1993)-  44 53 05.37240(N)    108 12 31.32272(W)     ADJUSTED  
 PX0312* NAVD 88     -      1119.3    (meters)    3672.     (feet)  VERTCON   
 PX0312  ___________________________________________________________________
 PX0312  LAPLACE CORR-          11.91  (seconds)                    DEFLEC99
 PX0312  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 PX0312
 PX0312  HORZ ORDER  -  FIRST
 PX0312
 PX0312.The horizontal coordinates were established by classical geodetic methods
 PX0312.and adjusted by the National Geodetic Survey in January 1997..
 PX0312
 PX0312.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0312
 PX0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0312
 PX0312.The geoid height was determined by GEOID03.
 PX0312
 PX0312;                    North         East     Units Scale Factor Converg.
 PX0312;SPC WYEC     -   587,438.589   330,846.221   MT  0.99999628   -0 37 03.9
 PX0312;SPC MT       -    71,405.523   702,021.258   MT  1.00007107   +0 56 40.5
 PX0312;SPC MT       -   234,270.09  2,303,219.35   iFT  1.00007107   +0 56 40.5
 PX0312;UTM  12      - 4,973,946.855   720,437.843   MT  1.00019757   +1 58 14.0
 PX0312
 PX0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0312!SPC WYEC     -   0.99982643  x   0.99999628  =   0.99982271
 PX0312!SPC MT       -   0.99982643  x   1.00007107  =   0.99989749
 PX0312!UTM  12      -   0.99982643  x   1.00019757  =   1.00002397
 PX0312
 PX0312|---------------------------------------------------------------------|
 PX0312| PID    Reference Object                     Distance      Geod. Az  |
 PX0312|                                                           dddmmss.s |
 PX0312| CQ5436 DRY RM 1                             20.440 METERS 08426     |
 PX0312| CQ5435 DRY AZ MK                                          1790006.7 |
 PX0312| PX0313 LY 3                                 35.092 METERS 18012     |
 PX0312|---------------------------------------------------------------------|
 PX0312
 PX0312                          SUPERSEDED SURVEY CONTROL
 PX0312
 PX0312  NAD 83(1986)-  44 53 05.36354(N)    108 12 31.30731(W) AD(       ) 1
 PX0312  NAD 27      -  44 53 05.52330(N)    108 12 28.91040(W) AD(       ) 1
 PX0312  NGVD 29 (07/19/86) 1118.5    (m)         3670.     (f) VERT ANG       
 PX0312
 PX0312.Superseded values are not recommended for survey control.
 PX0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0312.See file dsdata.txt to determine how the superseded data were derived.
 PX0312
 PX0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ2043873947(NAD 83)
 PX0312_MARKER: DS = TRIANGULATION STATION DISK
 PX0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0312_STAMPING: DRY 1957
 PX0312_MARK LOGO: CGS   
 PX0312_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0312+STABILITY: SURFACE MOTION
 PX0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0312+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 PX0312
 PX0312  HISTORY     - Date     Condition        Report By
 PX0312  HISTORY     - 1957     MONUMENTED       CGS
 PX0312  HISTORY     - 1964     GOOD             USGS
 PX0312  HISTORY     - 19820812 GOOD             NGS
 PX0312  HISTORY     - 20040630 GOOD             INDIV
 PX0312
 PX0312                          STATION DESCRIPTION
 PX0312
 PX0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0312'STATION IS ABOUT 9 MILES EAST AND 3 MILES NORTH OF LOVELL,
 PX0312'2-1/4 MILES NORTHWEST OF THE CONFLUENCE OF THE SHOSHONE
 PX0312'AND BIG HORN RIVERS, ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH
 PX0312'GRAVEL ROAD AND IS NORTH OF THE NORTHEAST CORNER OF A CEMETERY.
 PX0312'
 PX0312'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 310 AND
 PX0312'STATE HIGHWAY 14 IN EAST EDGE OF LOVELL BY GOING EAST ON STATE
 PX0312'HIGHWAY 14 FOR 9 MILES TO CROSSROADS JUST BEFORE REACHING
 PX0312'RAILROAD CROSSING, TURN LEFT AND GO NORTH ON GRAVEL ROAD
 PX0312'2 MILES TO STATION AT CEMETERY AND T-ROAD.
 PX0312'
 PX0312'STATION MARKS ARE STANDARD DISKS STAMPED DRY 1957.  THE
 PX0312'SURFACE MARK PROJECTS 4 INCHES AND IS 75 FEET NORTH OF THE
 PX0312'CENTER OF A EAST-WEST GRAVEL ROAD, 48 FEET NORTH OF A FENCE
 PX0312'CORNER, 39 FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVEL
 PX0312'ROAD, 4 FEET EAST OF A RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN
 PX0312'WHITE WITNESS POST WAS SET 3 FEET WEST OF THE MARK.  THE
 PX0312'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PX0312'30 INCHES BELOW THE GROUND SURFACE.
 PX0312'
 PX0312'REFERENCE MARK 1 IS A STANDARD DISK SET IN A 10 INCH SQUARE,
 PX0312'CONCRETE POST PROJECTING 6 INCHES AND IS STAMPED DRY NO 1 1957.
 PX0312'IT IS 91 FEET NORTH OF A FENCE T-JUNCTION, 28 FEET EAST
 PX0312'OF THE CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT WEST OF A
 PX0312'RIGHT-OF-WAY FENCE.
 PX0312'
 PX0312'REFERENCE MARK 2 IS A STANDARD BUREAU OF RECLAMATION BENCH MARK
 PX0312'DISK WELDED TO THE TOP OF A 1 INCH IRON PIPE PROJECTING 4 INCHES.
 PX0312'THERE WAS NO STAMPING ON THE DISK.  IT IS 41 FEET WEST OF THE
 PX0312'CENTER OF THE EAST-WEST ROAD, 41 FEET SOUTH OF THE CENTER OF THE
 PX0312'NORTH-SOUTH ROAD, 8 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST
 PX0312'OF A RIGHT-OF-WAY FENCE AND 1 FOOT EAST OF A 1 IN X 3 IN
 PX0312'WHITE WITNESS POST.  THE MARK IS LOCATED IN THE EXTREME
 PX0312'NORTHEAST CORNER OF THE CEMETERY.
 PX0312'
 PX0312'AZIMUTH MARK IS REACHED FROM STATION BY GOING SOUTH ON GRAVEL
 PX0312'ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT.  IT IS A STANDARD
 PX0312'DISK SET IN A 10 INCH SQUARE, CONCRETE POST PROJECTING 5
 PX0312'INCHES AND IS STAMPED DRY 1957.  IT IS 32 FEET NORTH OF A
 PX0312'24 INCH OAK TREE, 28 FEET EAST OF THE CENTER OF THE GRAVEL
 PX0312'ROAD AND 3 FEET WEST OF A RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN
 PX0312'WHITE WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 PX0312
 PX0312                          STATION RECOVERY (1964)
 PX0312
 PX0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JHM)
 PX0312'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 310
 PX0312'AND U.S. HIGHWAY 14 A AT EAST EDGE OF LOVELL BY GOING EAST
 PX0312'ON U.S. 14A 2.8 MILES, TURN LEFT GOING 4 MILES NORTH AND EAST
 PX0312'TO Y-JCT., THEN TAKING RIGHT FORK 3.6 MILES TO T-ROAD, THEN
 PX0312'NORTH 0.2 TO T-ROAD, THEN EAST 1.0 MILES TO T-ROAD AND STATION.
 PX0312
 PX0312                          STATION RECOVERY (1982)
 PX0312
 PX0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0312'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK
 PX0312'NO 1 WAS NOT RECOVERED AT THIS TIME, REFERENCE MARK NO 2, A USBR MARK,
 PX0312'WAS FOUND LEANING AND CONSIDERED DESTROYED.  THE AZIMUTH MARK WAS NOT
 PX0312'RECOVERED AND COULD HAVE BEEN UNDER WATER.  THE LINE OF SIGHT COULD BE
 PX0312'BLOCKED ALSO.  REFERENCE MARKS 3 AND 4 WERE SET AT THIS TIME AS WAS
 PX0312'AZIMUTH MARK 2.  A NEW DESCRIPTION IS NEEDED AS BIG HORN LAKE IS NOW
 PX0312'NEAR THE STATION AND THE STATION IS IN THE BIG HORN CANYON NATIONAL
 PX0312'RECREATION AREA.  THE AZIMUTH MARK WAS POSITIONED AT THIS TIME.  THE
 PX0312'STATION IS LOCATED ABOUT 15.3 KM (9.50 MI) EAST NORTHEAST OF LOVELL,
 PX0312'WYOMING AND 4.2 KM (2.60 MI) NORTHWEST OF THE BRIDGE OVER THE BIG HORN
 PX0312'RIVER ON US HIGHWAY 14 ALT.  OWNERSHIP- CONTACT MR BILL BINNEWIES,
 PX0312'SUPERINTENDENT, BIG HORN NATIONAL RECREATION AREA, PO BOX 458, FORT
 PX0312'SMITH, MONTANA 59035.  TELEPHONE 406-666-2412.  TO REACH THE STATION
 PX0312'FROM THE INTERSECTION OF US HIGHWAY 310 AND US HIGHWAY 14 ALT AT THE
 PX0312'EASTERN SIDE OF LOVELL, WYOMING, GO EAST ON US 14 ALT FOR 4.1 KM (2.55
 PX0312'MI) TO A SIDE ROAD LEFT, WYOMING STATE HIGHWAY 37.  TURN LEFT, NORTH,
 PX0312'ON WYOMING STATE HIGHWAY 37 FOR 2.0 KM (1.25 MI) TO THE BRIDGE OVER
 PX0312'THE SHOSHONE RIVER.  CONTINUE AHEAD FOR 4.6 KM (2.85 MI) TO A SIDE
 PX0312'ROAD RIGHT.  TURN RIGHT, EAST, CROSSING OVER A CATTLE GUARD AT THE
 PX0312'RIGHT OF WAY FENCE AND CONTINUE AHEAD FOR 1.3 KM (0.80 MI) TO A FORK.
 PX0312'TAKE THE RIGHT FORK, EAST, FOR 0.3 KM (0.20 MI) TO A CATTLE GUARD.
 PX0312'CROSS OVER AND CONTINUE AHEAD FOR 3.6 KM (2.25 MI) ON THE MAIN ROAD TO
 PX0312'A FARM HOUSE AND AN INTERSECTION.  TURN LEFT, NORTH, FOR 0.8 KM (0.50
 PX0312'MI) TO A T-INTERSECTION.  TURN RIGHT, EAST, FOR 0.8 KM (0.50 MI) TO A
 PX0312'SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 1.0 KM (0.60 MI) TO THE
 PX0312'NORTHEASTERN END OF A CEMETERY ON THE RIGHT AND THE STATION ON THE
 PX0312'LEFT.
 PX0312' 
 PX0312'THE STATION IS A STANDARD CGS DISK STAMPED--DRY 1957--, SET INTO THE
 PX0312'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) CM ON SIDE
 PX0312'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND LOCATED 106 FT (32.3 M) N
 PX0312'FROM THE NORTHEAST CORNER OF THE CEMETERY, 80 FT (24.4 M) N FROM THE
 PX0312'CENTER OF THE ROAD GOING WEST FROM THE CEMETERY, 40 FT (12.2 M) W FROM
 PX0312'THE CENTER OF THE ROAD GOING NORTH FROM THE CEMETERY, 3.5 FT (1.1 M) N
 PX0312'FROM A METAL WITNESS POST WITH SIGN, AND 3.0 FT (0.9 M) S FROM A
 PX0312'WOODEN WITNESS POST.
 PX0312' 
 PX0312'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DRY 1957 NO 3
 PX0312'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES (35
 PX0312'CM) IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND LOCATED 64
 PX0312'FT (19.5 M) N FROM THE CENTER OF THE ROAD GOING WEST FROM THE
 PX0312'CEMETERY, 64 FT (19.5 M) W FROM THE CENTER OF THE ROAD GOING NORTH
 PX0312'FROM THE CEMETERY, 29 FT (8.8 M) WSW FROM A METAL WITNESS POST WITH
 PX0312'SIGN, AND 32 FT (9.8 M) WSW FROM A WOODEN WITNESS POST.
 PX0312' 
 PX0312'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--DRY 1957 NO 4
 PX0312'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 14 INCHES (35
 PX0312'CM) IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND LOCATED
 PX0312'107 FT (32.6 M) N FROM THE CENTER OF THE ROAD GOING WEST FROM THE
 PX0312'CEMETERY, 48 FT (14.6 M) W FROM THE CENTER OF THE ROAD GOING NORTH
 PX0312'FROM THE CEMETERY, 31 FT (9.4 M) NNW FROM A METAL WITNESS POST WITH
 PX0312'SIGN, AND 25 FT (7.6 M) NNW FROM A WOODEN WITNESS POST.
 PX0312' 
 PX0312'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--DRY 1957 NO 2
 PX0312'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 13 INCHES (33
 PX0312'CM) IN DIAMETER PROJECTING 1 INCH OR 2 CM ABOVE THE GROUND LOCATED 265
 PX0312'FT (80.8 M) N FROM THE CENTER OF A DIRT ROAD GOING EAST, AND 23 FT
 PX0312'(7.0 M) N FROM THE CENTER OF A DRAINAGE DITCH.  TO REACH THE AZIMUTH
 PX0312'MARK FROM THE STATION MARK, GO SOUTH FOR 35 M (114.8 FT) TO A CATTLE
 PX0312'GUARD, PASS OVER THE CATTLE GUARD TO A SIDE ROAD LEFT.  TURN LEFT,
 PX0312'EAST, FOR 0.6 KM (0.35 MI) ON THE MAIN DIRT ROAD TO THE AZIMUTH MARK
 PX0312'ON THE LEFT ON THE TOP OF A SLIGHT RISE.  THERE IS THE POSSIBILITY
 PX0312'THAT PART OF THE ROAD TO THE AZIMUTH MARK COULD BE UNDER WATER AT VERY
 PX0312'HIGH WATER.
 PX0312
 PX0312                          STATION RECOVERY (2004)
 PX0312
 PX0312'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RED)
 PX0312'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1021 ***********************************************************************
 MO1021  DESIGNATION -  DRY
 MO1021  PID         -  MO1021
 MO1021  STATE/COUNTY-  WY/LARAMIE
 MO1021  USGS QUAD   -  LINDBERGH (1991)
 MO1021
 MO1021                         *CURRENT SURVEY CONTROL
 MO1021  ___________________________________________________________________
 MO1021* NAD 83(1993)-  41 20 42.92593(N)    104 04 51.09070(W)     ADJUSTED  
 MO1021* NAVD 88     -      1629.     (meters)    5344.     (feet)  SCALED    
 MO1021  ___________________________________________________________________
 MO1021  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 MO1021  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 MO1021
 MO1021  HORZ ORDER  -  SECOND
 MO1021
 MO1021.The horizontal coordinates were established by classical geodetic methods
 MO1021.and adjusted by the National Geodetic Survey in January 1997..
 MO1021
 MO1021.The orthometric height was scaled from a topographic map.
 MO1021
 MO1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1021
 MO1021.The geoid height was determined by GEOID03.
 MO1021
 MO1021;                    North         East     Units Scale Factor Converg.
 MO1021;SPC WY E     -    94,430.828   290,871.323   MT  1.00003909   +0 43 02.4
 MO1021;SPC NE       -   175,918.143   158,696.128   MT  0.99966251   -2 42 15.7
 MO1021;UTM  13      - 4,577,492.507   576,896.852   MT  0.99967277   +0 36 26.0
 MO1021
 MO1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1021!SPC WY E     -   0.99974741  x   1.00003909  =   0.99978649
 MO1021!SPC NE       -   0.99974741  x   0.99966251  =   0.99941000
 MO1021!UTM  13      -   0.99974741  x   0.99967277  =   0.99942026
 MO1021
 MO1021|---------------------------------------------------------------------|
 MO1021| PID    Reference Object                     Distance      Geod. Az  |
 MO1021|                                                           dddmmss.s |
 MO1021| CP9209 DRY RM 1                             33.952 METERS 12258     |
 MO1021| CP9208 DRY AZ MK                                          1784051.1 |
 MO1021| MO1018 ALBIN WATER TANK                    APPROX. 8.3 KM 3474550.2 |
 MO1021| CP9210 DRY RM 2                             19.155 METERS 35550     |
 MO1021|---------------------------------------------------------------------|
 MO1021
 MO1021                          SUPERSEDED SURVEY CONTROL
 MO1021
 MO1021  NAD 83(1986)-  41 20 42.91470(N)    104 04 51.09095(W) AD(       ) 2
 MO1021  NAD 27      -  41 20 42.98780(N)    104 04 49.26320(W) AD(       ) 2
 MO1021
 MO1021.Superseded values are not recommended for survey control.
 MO1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1021.See file dsdata.txt to determine how the superseded data were derived.
 MO1021
 MO1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7689777493(NAD 83)
 MO1021_MARKER: DS = TRIANGULATION STATION DISK
 MO1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1021
 MO1021  HISTORY     - Date     Condition        Report By
 MO1021  HISTORY     - 1963     MONUMENTED       CGS
 MO1021
 MO1021                          STATION DESCRIPTION
 MO1021
 MO1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1021'THE STATION IS 5 MILES SOUTH AND 1 MILE EAST OF ALBIN, ON
 MO1021'THE WEST RIGHT-OF-WAY OF A BLACKTOP ROAD AND IN THE SOUTHEAST
 MO1021'CORNER OF SECTION 16, T 16 N, R 60 W.
 MO1021'
 MO1021'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, GO EAST
 MO1021'ON A BLACKTOP ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN RIGHT
 MO1021'AND GO SOUTH AND SOUTHEAST ON A BLACKTOP ROAD FOR 2.25 MILES
 MO1021'TO A CROSSROAD WHERE THE ROAD CURVES TO THE SOUTH.  CONTINUE
 MO1021'ON THE BLACKTOP AND GO SOUTH FOR 3.0 MILES TO A SIDE ROAD
 MO1021'ON THE LEFT, THE STATION AND A FARM ROAD ON THE RIGHT.
 MO1021'
 MO1021'STATION MARKS ARE STANDARD DISKS STAMPED DRY 1963.  THE SURFACE
 MO1021'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO1021'OF THE GROUND.  IT IS 43 FEET WEST OF THE CENTER OF THE
 MO1021'BLACKTOP ROAD, 26.5 FEET NORTH OF THE CENTER OF THE FARM
 MO1021'ROAD, 16 FEET NORTHEAST OF A FENCE CORNER, 7.5 FEET SOUTHEAST
 MO1021'OF THE EAST ONE OF TWO TELEPHONE POLES AND 6.5 FEET SOUTHEAST
 MO1021'OF A METAL WITNESS POST WHICH IS SET IN THE FENCE LINE.  THE
 MO1021'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MO1021'40 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1021'
 MO1021'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DRY NO 1 1963,
 MO1021'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MO1021'GROUND. IT IS 50.5 FEET EAST OF THE CENTER OF THE BLACKTOP ROAD, 36
 MO1021'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1.5 FEET
 MO1021'SOUTHWEST OF A POWER POLE.
 MO1021'
 MO1021'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DRY NO 2 1963,
 MO1021'IS SET IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE
 MO1021'SURFACE OF THE GROUND.  IT IS 56 FEET NORTH OF THE EAST ONE
 MO1021'OF THE TWO TELEPHONE POLES, 47.5 FEET WEST OF THE CENTER OF THE
 MO1021'BLACKTOP ROAD AND 1.5 FEET WEST OF THE FENCE.
 MO1021'
 MO1021'AZIMUTH MARK, A STANDARD DISK STAMPED DRY 1963, IS SET IN A
 MO1021'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 49 FEET
 MO1021'EAST OF THE CENTER OF THE BLACKTOP ROAD, 2.3 FEET NORTH OF
 MO1021'A METAL WITNESS POST AND 2 FEET WEST OF A POWER POLE.
 MO1021'
 MO1021'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MO1021'BLACKTOP ROAD FOR 0.6 MILE TO POWER POLE NO. A 205 AND THE
 MO1021'AZIMUTH MARK ON THE LEFT.
 MO1021'
 MO1021'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0569 ***********************************************************************
 PV0569  DESIGNATION -  DRY
 PV0569  PID         -  PV0569
 PV0569  STATE/COUNTY-  WY/CAMPBELL
 PV0569  USGS QUAD   -  CORRAL CREEK (1971)
 PV0569
 PV0569                         *CURRENT SURVEY CONTROL
 PV0569  ___________________________________________________________________
 PV0569* NAD 83(1993)-  44 57 18.04453(N)    105 41 32.84555(W)     ADJUSTED  
 PV0569* NAVD 88     -      1300.1    (meters)    4265.     (feet)  VERTCON   
 PV0569  ___________________________________________________________________
 PV0569  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 PV0569  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 PV0569
 PV0569  HORZ ORDER  -  FIRST
 PV0569
 PV0569.The horizontal coordinates were established by classical geodetic methods
 PV0569.and adjusted by the National Geodetic Survey in January 1997..
 PV0569
 PV0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0569
 PV0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0569
 PV0569.The geoid height was determined by GEOID03.
 PV0569
 PV0569;                    North         East     Units Scale Factor Converg.
 PV0569;SPC WY E     -   494,999.659   158,513.251   MT  0.99995866   -0 22 17.4
 PV0569;SPC MT       -    85,666.141   900,337.426   MT  1.00002730   +2 47 06.8
 PV0569;SPC MT       -   281,056.89  2,953,862.95   iFT  1.00002730   +2 47 06.8
 PV0569;UTM  13      - 4,978,186.069   445,381.093   MT  0.99963668   -0 29 21.4
 PV0569
 PV0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0569!SPC WY E     -   0.99979851  x   0.99995866  =   0.99975718
 PV0569!SPC MT       -   0.99979851  x   1.00002730  =   0.99982581
 PV0569!UTM  13      -   0.99979851  x   0.99963668  =   0.99943526
 PV0569
 PV0569:                Primary Azimuth Mark                     Grid Az
 PV0569:SPC WY E     -  DRY AZ MK                                133 43 34.8
 PV0569:SPC MT       -  DRY AZ MK                                130 34 10.6
 PV0569:UTM  13      -  DRY AZ MK                                133 50 38.8
 PV0569
 PV0569|---------------------------------------------------------------------|
 PV0569| PID    Reference Object                     Distance      Geod. Az  |
 PV0569|                                                           dddmmss.s |
 PV0569| CP9202 DRY AZ MK                                          1332117.4 |
 PV0569| CP9203 DRY RM 1                              7.022 METERS 19900     |
 PV0569| CP9204 DRY RM 2                              7.029 METERS 32328     |
 PV0569|---------------------------------------------------------------------|
 PV0569
 PV0569                          SUPERSEDED SURVEY CONTROL
 PV0569
 PV0569  NAD 83(1993)-  44 57 18.02763(N)    105 41 32.82638(W) AD(       ) 1
 PV0569  NAD 83(1986)-  44 57 18.02313(N)    105 41 32.82489(W) AD(       ) 1
 PV0569  NAD 27      -  44 57 18.07700(N)    105 41 30.79900(W) AD(       ) 1
 PV0569  NGVD 29 (07/19/86) 1299.4    (m)         4263.     (f) VERT ANG       
 PV0569
 PV0569.Superseded values are not recommended for survey control.
 PV0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0569.See file dsdata.txt to determine how the superseded data were derived.
 PV0569
 PV0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK4538178186(NAD 83)
 PV0569_MARKER: DS = TRIANGULATION STATION DISK
 PV0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0569
 PV0569  HISTORY     - Date     Condition        Report By
 PV0569  HISTORY     - 1949     MONUMENTED       CGS
 PV0569
 PV0569                          STATION DESCRIPTION
 PV0569
 PV0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0569'THE STATION IS LOCATED ABOUT 14 MILES NORTH OF THE VILLAGE OF
 PV0569'RECLUSE, 4 MILES SOUTH OF THE MONTANA-WYOMING STATE LINE, 8
 PV0569'FEET SOUTHWEST OF A WITNESS POST, AND ON LAND OWNED BY MR. C.S.
 PV0569'ADAMS.  THE STATION IS ON AN OVAL SHAPED TIMBERED HILL AND TO
 PV0569'THE SOUTHEAST ABOUT 0.25 MILE IS A SMALL BARE RIDGE THAT IS
 PV0569'HIGHER IN ELEVATION.
 PV0569'
 PV0569'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GILLETTE, GO
 PV0569'WEST AND NORTHWEST ON U.S. HIGHWAY 14 AND 16 FOR 29.5 MILES TO
 PV0569'A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT, NORTHWESTERLY, ON
 PV0569'THE MAIN GRAVELED ROAD FOR 4.4 MILES TO A FORK AND A SCHOOL
 PV0569'HOUSE ON THE LEFT.  BEAR RIGHT, AND FOLLOW THE MAIN ROAD FOR 0.55
 PV0569'MILE TO THE RECLUSE POST OFFICE, CONTINUE ON THE MAIN GRAVELED
 PV0569'ROAD FOR 3.3 MILES TO A FORK.  BEAR RIGHT, AND CONTINUE ON THE
 PV0569'MAIN ROAD FOR 3.9 MILES TO ANOTHER FORK.  BEAR LEFT, AND CONTINUE
 PV0569'ON THE MAIN GRAVELED ROAD FOR 10.7 MILES TO A SIDE ROAD ON
 PV0569'THE LEFT JUST AFTER CROSSING A CATTLE GUARD, TURN LEFT,
 PV0569'WESTERLY, AND FOLLOW THE MAIN DIRT ROAD FOR 2.5 MILES TO A
 PV0569'T-ROAD INTERSECTION, TURN RIGHT, AND GO FOR 0.65 MILE
 PV0569'TO A DIM TRACK ROAD ON THE LEFT, TURN SHARP LEFT AND FOLLOW
 PV0569'THE DIM TRACK ROAD FOR 0.25 MILE TO SOME OLD RANCH
 PV0569'BUILDINGS ON THE RIGHT, TURN LEFT, SOUTH, CROSS DRAW FOR
 PV0569'ABOUT 100 YARDS TO A DIM TRACK ROAD, TURN RIGHT,
 PV0569'WESTERLY, AND PROCEED ON THE MAIN TRACK ROAD FOR 0.55 MILE TO
 PV0569'A GATE IN A NORTH-SOUTH FENCE LINE, PASS THROUGH GATE AND
 PV0569'PROCEED DUE WEST KEEPING TO THE LEFT OF DRAW AND TO THE
 PV0569'RIGHT OF BARE HILL FOR 0.45 MILE TO A DIM TRACK ROAD ON
 PV0569'THE TOP OF A HILL.  FOLLOW THE TRACK ROAD TO THE RIGHT FOR
 PV0569'ABOUT 0.2 MILE, THENCE LEFT FOR ABOUT 75 YARDS TO THE TOP OF
 PV0569'THE HILL AND STATION.
 PV0569'
 PV0569'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 PV0569'ABOUT 75 YARDS TO THE DIM TRACK ROAD, TURN RIGHT, SOUTHEASTERLY,
 PV0569'AND FOLLOW THE DIM TRACK ROAD FOR 0.05 MILE TO A FORK.  BEAR
 PV0569'RIGHT AND GO FOR 0.05 MILE TO ANOTHER FORK.  BEAR RIGHT FOR 0.1
 PV0569'MILE, LEAVE DIM TRACK ROAD AND GO LEFT, EAST, FOR ABOUT 75 YARDS
 PV0569'TO THE TOP OF A SMALL HILL AND THE AZIMUTH MARK AS DESCRIBED
 PV0569'BELOW.
 PV0569'
 PV0569'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PV0569'DRY 1949.
 PV0569'
 PV0569'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PV0569'DRY NO 1 1949.
 PV0569'
 PV0569'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PV0569'DRY NO 2 1949.
 PV0569'
 PV0569'THE AZIMUTH MARK IS 4.5 FEET NORTHWEST OF A WITNESS POST.  THE
 PV0569'MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED DRY 1949.
 PV0569'
 PV0569'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 X 10-INCH
 PV0569'CONCRETE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0484 ***********************************************************************
 PX0484  DESIGNATION -  DRY
 PX0484  PID         -  PX0484
 PX0484  STATE/COUNTY-  WY/PARK
 PX0484  USGS QUAD   -  BALD PEAK (1991)
 PX0484
 PX0484                         *CURRENT SURVEY CONTROL
 PX0484  ___________________________________________________________________
 PX0484* NAD 83(1993)-  44 45 26.59104(N)    109 22 28.08567(W)     ADJUSTED  
 PX0484* NAVD 88     -      2644.7    (meters)    8677.     (feet)  VERTCON   
 PX0484  ___________________________________________________________________
 PX0484  LAPLACE CORR-         -19.19  (seconds)                    DEFLEC99
 PX0484  GEOID HEIGHT-          -9.87  (meters)                     GEOID03
 PX0484
 PX0484  HORZ ORDER  -  THIRD
 PX0484
 PX0484.The horizontal coordinates were established by classical geodetic methods
 PX0484.and adjusted by the National Geodetic Survey in January 1997..
 PX0484
 PX0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0484
 PX0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0484
 PX0484.The geoid height was determined by GEOID03.
 PX0484
 PX0484;                    North         East     Units Scale Factor Converg.
 PX0484;SPC WYWC     -   473,094.276   550,558.390   MT  0.99996755   -0 26 22.9
 PX0484;UTM  12      - 4,957,284.882   628,656.460   MT  0.99980355   +1 08 40.9
 PX0484
 PX0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0484!SPC WYWC     -   0.99958705  x   0.99996755  =   0.99955461
 PX0484!UTM  12      -   0.99958705  x   0.99980355  =   0.99939068
 PX0484
 PX0484:                Primary Azimuth Mark                     Grid Az
 PX0484:SPC WYWC     -  TABLE                                    310 29 22.6
 PX0484:UTM  12      -  TABLE                                    308 54 18.8
 PX0484
 PX0484|---------------------------------------------------------------------|
 PX0484| PID    Reference Object                     Distance      Geod. Az  |
 PX0484|                                                           dddmmss.s |
 PX0484| PX0501 TABLE                               APPROX. 8.7 KM 3100259.7 |
 PX0484|---------------------------------------------------------------------|
 PX0484
 PX0484                          SUPERSEDED SURVEY CONTROL
 PX0484
 PX0484  NAD 83(1986)-  44 45 26.57504(N)    109 22 28.06291(W) AD(       ) 3
 PX0484  NGVD 29 (09/11/89) 2643.5    (m)         8673.     (f) VERT ANG       
 PX0484
 PX0484.Superseded values are not recommended for survey control.
 PX0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0484.See file dsdata.txt to determine how the superseded data were derived.
 PX0484
 PX0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2865657285(NAD 83)
 PX0484_MARKER: DS = TRIANGULATION STATION DISK
 PX0484_SETTING: 0 = UNSPECIFIED SETTING
 PX0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0484
 PX0484  HISTORY     - Date     Condition        Report By
 PX0484  HISTORY     - 1947     MONUMENTED       USGS
 PX0484
 PX0484                          STATION DESCRIPTION
 PX0484
 PX0484'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0484'LOCATED IN THE SW. 1/4 SEC. 10 T.55 N., R.104 W., ABOUT 0.7 MI. NE.
 PX0484'OF DEAD INDIAN HILL SUMMIT ON THE CODY-SUNLIGHT BASIN RD.  ON A HIGH
 PX0484'ROCKY KNOB ON THE DIVIDE BETWEEN DEAD INDIAN GULCH TO THE E. AND DEAD
 PX0484'INDIAN CREEK TO THE W.  ABOUT 120 FT. FROM THE END OF A TELEPHONE
 PX0484'LINE THAT ONCE TERMINATED AT A FIRE LOOKOUT TOWER.  TO REACH STATION
 PX0484'FROM THE POST OFFICE AT CODY, WYOMING, FOLLOW THE MAIN RD. TOWARD
 PX0484'CLARK, WYOMING FOR 18 MI. TO A RD. INTERSECTION W. WHICH LEADS INTO
 PX0484'SUNLIGHT BASIN.  TURN W. AND FOLLOW THE SUNLIGHT BASIN RD. TO THE
 PX0484'SUMMIT OF DEAD INDIAN HILL AND A DIM RD. INTERSECTION TO THE N. ALONG
 PX0484'A TELEPHONE LINE, FOLLOW THIS RD. UNTIL IT ENDS, ABOUT 0.7 MI. LEAVE
 PX0484'TRUCK AT RUINS OF CABIN AND CLIMB TO TOP OF ROCKY KNOB AND STATION
 PX0484'SITE.
 PX0484'
 PX0484'STATION MARK - STANDARD STATION TABLET STAMPED---DRY 1947--- STAMPED
 PX0484'---VABM 8673--- CEMENTED IN A LARGE ROCK 15 FT. SQUARE AND ABOUT 6 FT.
 PX0484'HIGH.
 PX0484'
 PX0484'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1---
 PX0484'CEMENTED IN ROCK LEDGE 45.79 FT. FROM STATION N 3 DEGREES
 PX0484'48 MINUTES, SE.
 PX0484'
 PX0484'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED---REF 2---
 PX0484'CEMENTED IN FLAT WHITE ROCK 25.70 FT. FROM STATION N 56 DEGREES
 PX0484'43 MINUTES, NE.
 PX0484'
 PX0484'REFERENCE MARK NO.3 - STANDARD BRONZE FOREST SERVICE TABLET STAMPED
 PX0484'---T.54 N.,R.104 W.--- CEMENTED IN LARGE ROCK BOULDER 117.975 FT. FROM
 PX0484'STATION N 34 DEGREES 08 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0366 ***********************************************************************
 PX0366  DESIGNATION -  DRY CREEK
 PX0366  PID         -  PX0366
 PX0366  STATE/COUNTY-  WY/PARK
 PX0366  USGS QUAD   -  Y U BENCH NW (1951)
 PX0366
 PX0366                         *CURRENT SURVEY CONTROL
 PX0366  ___________________________________________________________________
 PX0366* NAD 83(1993)-  44 22 34.04201(N)    108 44 18.36732(W)     ADJUSTED  
 PX0366* NAVD 88     -      1664.8    (meters)    5462.     (feet)  VERTCON   
 PX0366  ___________________________________________________________________
 PX0366  LAPLACE CORR-          -8.30  (seconds)                    DEFLEC99
 PX0366  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 PX0366
 PX0366  HORZ ORDER  -  THIRD
 PX0366
 PX0366.The horizontal coordinates were established by classical geodetic methods
 PX0366.and adjusted by the National Geodetic Survey in January 1997..
 PX0366
 PX0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0366
 PX0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0366
 PX0366.The geoid height was determined by GEOID03.
 PX0366
 PX0366;                    North         East     Units Scale Factor Converg.
 PX0366;SPC WYWC     -   430,540.000   600,921.618   MT  0.99993751   +0 00 29.1
 PX0366;UTM  12      - 4,916,136.829   680,170.652   MT  0.99999923   +1 34 55.5
 PX0366
 PX0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0366!SPC WYWC     -   0.99974104  x   0.99993751  =   0.99967856
 PX0366!UTM  12      -   0.99974104  x   0.99999923  =   0.99974027
 PX0366
 PX0366:                Primary Azimuth Mark                     Grid Az
 PX0366:SPC WYWC     -  RIM                                      202 40 58.0
 PX0366:UTM  12      -  RIM                                      201 06 31.6
 PX0366
 PX0366|---------------------------------------------------------------------|
 PX0366| PID    Reference Object                     Distance      Geod. Az  |
 PX0366|                                                           dddmmss.s |
 PX0366| PX0381 RIM                                 APPROX. 7.0 KM 2024127.1 |
 PX0366|---------------------------------------------------------------------|
 PX0366
 PX0366                          SUPERSEDED SURVEY CONTROL
 PX0366
 PX0366  NAD 83(1986)-  44 22 34.03198(N)    108 44 18.36012(W) AD(       ) 3
 PX0366  NAD 27      -  44 22 34.19437(N)    108 44 15.89826(W) AD(       ) 3
 PX0366  NGVD 29 (07/19/86) 1663.7    (m)         5458.     (f) VERT ANG       
 PX0366
 PX0366.Superseded values are not recommended for survey control.
 PX0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0366.See file dsdata.txt to determine how the superseded data were derived.
 PX0366
 PX0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8017116137(NAD 83)
 PX0366_MARKER: DD = SURVEY DISK
 PX0366_SETTING: 80 = SET IN A BOULDER
 PX0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0366+STABILITY: SURFACE MOTION
 PX0366
 PX0366  HISTORY     - Date     Condition        Report By
 PX0366  HISTORY     - 1948     MONUMENTED       USGS
 PX0366
 PX0366                          STATION DESCRIPTION
 PX0366
 PX0366'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0366'STATION LOCATED IN SE. 1/4 SEC. 22 T. 51 N., R. 99 W., ABOUT 20 MI. SE
 PX0366'OF CODY, WYOMING ON NW. EDGE OF LARGE MESA OVERLOOKING DRY CREEK.
 PX0366'
 PX0366'TO REACH FROM CODY POST OFFICE, FOLLOW U.S. HIGHWAY 20 EASTERLY TOWARD
 PX0366'GREYBULL 10.0 MI. TO OIL RD. INTERSECTION, GO RIGHT SOUTHERLY 0.7 MI.
 PX0366'TO RD. FORK, GO LEFT -SOUTHEASTERLY- ALONG GRAVEL RD. 12.0 MI. TO TOP
 PX0366'OF MESA.
 PX0366'STATION LIES ABOUT 1000 FT. NW. ON END OF NOSE OVERLOOKING DRY CREEK.
 PX0366'
 PX0366'STATION MARK - STANDARD STATION TABLET SET IN BOULDER FLUSH WITH
 PX0366'GROUND AND STAMPED, ---DRY CREEK 1948 5457---.
 PX0366'
 PX0366'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET SET IN 6X6 IN.
 PX0366'CONCRETE POST PROJECTING 6 IN.ABOVE GROUND STAMPED --- DRY CREEK 1948
 PX0366'NO.1--- DISTANT 26.6 FT., N 05 DEG 53 MIN E.
 PX0366'
 PX0366'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET SET IN 6X6 IN.CONCRETE
 PX0366'POST PROJECTING 6 IN. ABOVE GROUND STAMPED, ---DRY CREEK 1948 NO.2---
 PX0366'54.40 FT., N 73 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0405 ***********************************************************************
 OW0405  DESIGNATION -  DRY MUDDY
 OW0405  PID         -  OW0405
 OW0405  STATE/COUNTY-  WY/FREMONT
 OW0405  USGS QUAD   -  EAGLE POINT (1951)
 OW0405
 OW0405                         *CURRENT SURVEY CONTROL
 OW0405  ___________________________________________________________________
 OW0405* NAD 83(1993)-  43 29 06.43094(N)    108 51 36.58635(W)     ADJUSTED  
 OW0405* NAVD 88     -      2130.7    (meters)    6990.     (feet)  VERTCON   
 OW0405  ___________________________________________________________________
 OW0405  LAPLACE CORR-         -11.16  (seconds)                    DEFLEC99
 OW0405  GEOID HEIGHT-         -11.17  (meters)                     GEOID03
 OW0405
 OW0405  HORZ ORDER  -  THIRD
 OW0405
 OW0405.The horizontal coordinates were established by classical geodetic methods
 OW0405.and adjusted by the National Geodetic Survey in January 1997..
 OW0405
 OW0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0405
 OW0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0405
 OW0405.The geoid height was determined by GEOID03.
 OW0405
 OW0405;                    North         East     Units Scale Factor Converg.
 OW0405;SPC WYWC     -   331,551.874   591,088.762   MT  0.99993848   -0 04 32.9
 OW0405;UTM  12      - 4,816,912.977   673,038.366   MT  0.99996832   +1 28 22.5
 OW0405
 OW0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0405!SPC WYWC     -   0.99966774  x   0.99993848  =   0.99960624
 OW0405!UTM  12      -   0.99966774  x   0.99996832  =   0.99963607
 OW0405
 OW0405:                Primary Azimuth Mark                     Grid Az
 OW0405:SPC WYWC     -  MERRIAM                                  096 38 53.7
 OW0405:UTM  12      -  MERRIAM                                  095 05 58.3
 OW0405
 OW0405|---------------------------------------------------------------------|
 OW0405| PID    Reference Object                     Distance      Geod. Az  |
 OW0405|                                                           dddmmss.s |
 OW0405| OW0292 MERRIAM                             APPROX. 7.0 KM 0963420.8 |
 OW0405|---------------------------------------------------------------------|
 OW0405
 OW0405                          SUPERSEDED SURVEY CONTROL
 OW0405
 OW0405  NAD 83(1986)-  43 29 06.41948(N)    108 51 36.58845(W) AD(       ) 3
 OW0405  NGVD 29 (11/06/89) 2129.6    (m)         6987.     (f) VERT ANG       
 OW0405
 OW0405.Superseded values are not recommended for survey control.
 OW0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0405.See file dsdata.txt to determine how the superseded data were derived.
 OW0405
 OW0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7303816913(NAD 83)
 OW0405_MARKER: DD = SURVEY DISK
 OW0405_SETTING: 0 = UNSPECIFIED SETTING
 OW0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0405
 OW0405  HISTORY     - Date     Condition        Report By
 OW0405  HISTORY     - 1948     MONUMENTED       USGS
 OW0405
 OW0405                          STATION DESCRIPTION
 OW0405
 OW0405'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0405'STATION LOCATED ABOUT 18.6 MI. NE. OF DIVERSION DAM, ABOUT 5.5 MI. NE.
 OW0405'OF MAVERICK SPRINGS DRAW, ABOUT 1.2 MI. E. OF BARQUIN RESERVOIR, AND
 OW0405'ABOUT 0.7 MI. S. OF DRY MUDDY CREEK ON HIGHEST POINT, NEAR NW. END, OF
 OW0405'FIRST HIGH VERTICAL RIDGE IMMEDIATELY NE. OF HURLEY DRAW AND E. OF
 OW0405'BARQUIN RESERVOIR, SEC. 22, T 6 N, R 1 W.
 OW0405'
 OW0405'TO REACH FROM PAVED T-INTERSECTION OF STATE HIGHWAY 287 WITH MAVERICK
 OW0405'SPRINGS RD. (AT B-A OIL CO. BUILDINGS AND DERRICKS), GO N. ON MAVERICK
 OW0405'SPRINGS RD. 11.9 MI. TO GRADED T-INTERSECTION ON RIGHT.  INTERSECTION
 OW0405'IS INDICATED BY --THE CARTER OIL CO.-- SIGN AND ARROW POINTING N.
 OW0405'ALONG GRADED RD.  TURN RIGHT, OFF PAVED RD., AND GO N. ON WELL
 OW0405'TRAVELED GRADED RD. 6.6 MI. TO Y-FORKS, TAKE RIGHT FORK NE. 2.2 MI. TO
 OW0405'POINT N. OF NW. END OF STATION RIDGE, TURN S. AND DRIVE ACROSS COUNTRY
 OW0405'0.7 MI. TO TOE OF SLOPE OF STATION RIDGE, PACK TO HIGHEST POINT ON NW.
 OW0405'END OF RIDGE AND STATION.  PACK DISTANCE ABOUT 0.5 MI., TIME ABOUT 1
 OW0405'HR.  HARD CLIMB WITH HEAVY LOAD, EXCELLENT VISIBILITY.
 OW0405'
 OW0405'STATION MARK--STANDARD USGS TABLET STAMPED---DRY MUDDY 1948 TJW---,
 OW0405'SET IN CONCRETE MONUMENT PROJECTING 0.1 FT. ABOVE GROUND.
 OW0405'
 OW0405'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET STAMPED
 OW0405'---NO. 1---, SET IN SANDSTONE OUTCROP, 17.91 FT. W. OF STATION IN
 OW0405'TRUE AZIMUTH 88 DEGREES 50 MINUTES.
 OW0405'
 OW0405'REFERENCE MARK NO. 2--STANDARD USGS COPPER NAIL AND WASHER STAMPED
 OW0405'---USBM---, SET IN SANDSTONE OUTCROP, 24.52 FT. S. OF STATION IN
 OW0405'TRUE AZIMUTH 351 DEGREES 42 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0370 ***********************************************************************
 OW0370  DESIGNATION -  DUBOIS 2
 OW0370  PID         -  OW0370
 OW0370  STATE/COUNTY-  WY/FREMONT
 OW0370  USGS QUAD   -  DUBOIS (1991)
 OW0370
 OW0370                         *CURRENT SURVEY CONTROL
 OW0370  ___________________________________________________________________
 OW0370* NAD 83(1993)-  43 33 01.79227(N)    109 39 15.67706(W)     ADJUSTED  
 OW0370* NAVD 88     -      2295.5    (meters)    7531.     (feet)  VERTCON   
 OW0370  ___________________________________________________________________
 OW0370  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 OW0370  GEOID HEIGHT-          -7.99  (meters)                     GEOID03
 OW0370
 OW0370  HORZ ORDER  -  THIRD
 OW0370  VERT ORDER  -  THIRD ? (See Below)
 OW0370
 OW0370.The horizontal coordinates were established by classical geodetic methods
 OW0370.and adjusted by the National Geodetic Survey in January 1997..
 OW0370
 OW0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0370.The vertical order pertains to the NGVD 29 superseded value.
 OW0370
 OW0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0370
 OW0370.The geoid height was determined by GEOID03.
 OW0370
 OW0370;                    North         East     Units Scale Factor Converg.
 OW0370;SPC WYWC     -   339,206.591   526,924.187   MT  1.00000316   -0 37 23.2
 OW0370;SPC WY W     -   438,898.629   834,663.286   MT  0.99995227   +0 17 44.0
 OW0370;UTM  12      - 4,822,829.136   608,697.601   MT  0.99974533   +0 55 38.0
 OW0370
 OW0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0370!SPC WYWC     -   0.99964142  x   1.00000316  =   0.99964458
 OW0370!SPC WY W     -   0.99964142  x   0.99995227  =   0.99959371
 OW0370!UTM  12      -   0.99964142  x   0.99974533  =   0.99938684
 OW0370
 OW0370:                Primary Azimuth Mark                     Grid Az
 OW0370:SPC WYWC     -  EDGE                                     206 45 31.7
 OW0370:SPC WY W     -  EDGE                                     205 50 24.5
 OW0370:UTM  12      -  EDGE                                     205 12 30.5
 OW0370
 OW0370|---------------------------------------------------------------------|
 OW0370| PID    Reference Object                     Distance      Geod. Az  |
 OW0370|                                                           dddmmss.s |
 OW0370| OW0350 EDGE                                APPROX. 6.3 KM 2060808.5 |
 OW0370|---------------------------------------------------------------------|
 OW0370
 OW0370                          SUPERSEDED SURVEY CONTROL
 OW0370
 OW0370  NAD 83(1986)-  43 33 01.78097(N)    109 39 15.66717(W) AD(       ) 3
 OW0370  NAD 27      -  43 33 01.94829(N)    109 39 13.10017(W) AD(       ) 3
 OW0370  NGVD 29 (07/19/86) 2294.3    (m)         7527.     (f) LEVELING    3  
 OW0370
 OW0370.Superseded values are not recommended for survey control.
 OW0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0370.See file dsdata.txt to determine how the superseded data were derived.
 OW0370
 OW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP0869822829(NAD 83)
 OW0370_MARKER: DD = SURVEY DISK
 OW0370_SETTING: 0 = UNSPECIFIED SETTING
 OW0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0370
 OW0370  HISTORY     - Date     Condition        Report By
 OW0370  HISTORY     - 1954     MONUMENTED       USGS
 OW0370
 OW0370                          STATION DESCRIPTION
 OW0370
 OW0370'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0370'STATION LOCATED ABOUT 1.5 MI. NW. OF DUBOIS, ON HIGHEST POINT OF MESA
 OW0370'ABOVE MESA ON WHICH AIRPORT IS LOCATED.
 OW0370'
 OW0370'TO REACH FROM DUBOIS, GO NW. 0.9 MI., ON U.S. HIGHWAY 287 TURN RIGHT
 OW0370'AND FOLLOW AIRPORT RD. TO RUNWAY, TURN LEFT, CROSS RUNWAY AND CONTINUE
 OW0370'N. OVER RIDGE AND ALONG BASE OF HILL, TURN W. AND DRIVE TOWARD HIGHEST
 OW0370'POINT AND STATION.
 OW0370'
 OW0370'STATION MARK - STANDARD TABLET IN CONCRETE POST, STAMPED ---DUBOIS 2
 OW0370'1954---.
 OW0370'
 OW0370'REFERENCE MARKS - NONE.
 OW0370'
 OW0370'NOTE - ORIGINAL STATION DUBOIS (CHISELED X ON ROCK) FOUND, ROCK WAS ON
 OW0370'SURFACE AND LOOSE, NEW MONUMENT POURED AND TABLET SET.(SAME POSITION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0355 ***********************************************************************
 OV0355  DESIGNATION -  DUGOUT
 OV0355  PID         -  OV0355
 OV0355  STATE/COUNTY-  WY/NATRONA
 OV0355  USGS QUAD   -  SALT CANYON (1968)
 OV0355
 OV0355                         *CURRENT SURVEY CONTROL
 OV0355  ___________________________________________________________________
 OV0355* NAD 83(1993)-  43 26 06.30400(N)    106 31 09.67974(W)     ADJUSTED  
 OV0355* NAVD 88     -      1807.5    (meters)    5930.     (feet)  VERTCON   
 OV0355  ___________________________________________________________________
 OV0355  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 OV0355  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 OV0355
 OV0355  HORZ ORDER  -  FIRST
 OV0355
 OV0355.The horizontal coordinates were established by classical geodetic methods
 OV0355.and adjusted by the National Geodetic Survey in January 1997..
 OV0355
 OV0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0355
 OV0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0355
 OV0355.The geoid height was determined by GEOID03.
 OV0355
 OV0355;                    North         East     Units Scale Factor Converg.
 OV0355;SPC WYEC     -   426,309.165   465,898.319   MT  0.99999090   +0 33 34.8
 OV0355;UTM  13      - 4,810,253.088   377,036.397   MT  0.99978599   -1 02 41.1
 OV0355
 OV0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0355!SPC WYEC     -   0.99971871  x   0.99999090  =   0.99970961
 OV0355!UTM  13      -   0.99971871  x   0.99978599  =   0.99950476
 OV0355
 OV0355|---------------------------------------------------------------------|
 OV0355| PID    Reference Object                     Distance      Geod. Az  |
 OV0355|                                                           dddmmss.s |
 OV0355| CP4874 DUGOUT RM 1                          89.782 METERS 00818     |
 OV0355| OV0347 MIDWEST WATER TANK                  APPROX.23.2 KM 1093253.3 |
 OV0355| CP4873 DUGOUT AZ MK                                       1173821.8 |
 OV0355| CP4875 DUGOUT RM 2                          24.692 METERS 24404     |
 OV0355|---------------------------------------------------------------------|
 OV0355
 OV0355                          SUPERSEDED SURVEY CONTROL
 OV0355
 OV0355  NAD 83(1986)-  43 26 06.28571(N)    106 31 09.65552(W) AD(       ) 1
 OV0355  NAD 27      -  43 26 06.38900(N)    106 31 07.51700(W) AD(       ) 1
 OV0355  NGVD 29 (07/19/86) 1806.6    (m)         5927.     (f) VERT ANG       
 OV0355
 OV0355.Superseded values are not recommended for survey control.
 OV0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0355.See file dsdata.txt to determine how the superseded data were derived.
 OV0355
 OV0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ7703610253(NAD 83)
 OV0355_MARKER: DS = TRIANGULATION STATION DISK
 OV0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0355
 OV0355  HISTORY     - Date     Condition        Report By
 OV0355  HISTORY     - 1934     MONUMENTED       CGS
 OV0355  HISTORY     - 1938     GOOD             CGS
 OV0355  HISTORY     - 1958     GOOD             USGS
 OV0355
 OV0355                          STATION DESCRIPTION
 OV0355
 OV0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OV0355'ABOUT 12-1/2 MILES WNW OF MIDWEST, 20-1/2 MILES S OF KAYCEE,
 OV0355'IN SEC. 13, T 40 N, R 81 W, ON MOST EASTERN OF 3 HILLS, ON
 OV0355'HIGHEST POINT OF DIVIDE BETWEEN DUGOUT CREEK AND S FORK OF
 OV0355'POWDER RIVER, 60 FEET S OF N EDGE OF HILL, 300 FEET N OF S
 OV0355'EDGE ON LAND OWNED BY G.H. SNODGRASS WHOSE RANCH HOUSE IS IN
 OV0355'SECTION 17.  STATION TISDALE (U.S.G.S.) (ELEVATION 5,980 FEET)
 OV0355'IS ON CENTRAL ONE OF THE 3 HILLS.  TO REACH FROM MIDWEST,
 OV0355'FOLLOW U.S. HIGHWAY 87E, 6.65 MILES TO POINT WHERE GRADED ROAD
 OV0355'JOINS FROM LEFT OR W (AT THIS POINT THERE ARE 2 MAIL
 OV0355'BOXES AND SIGN SNODGRASS ROAD), TURN LEFT ONTO GRADED
 OV0355'ROAD AND GO W, 4.75 MILES, FOLLOW RIGHT FORK GRADED ROAD
 OV0355'N, 1.45 MILES TO TOP OF SMALL HILL (ABOUT 1/4 MILE N OF
 OV0355'RED SHED AND SMALL GRAY HOUSE ON E SIDE OF ROAD, AND 0.4
 OV0355'MILE S OF SHEEP SHED AND CORRALS ON E SIDE OF ROAD), TURN
 OV0355'LEFT ON HILL AND GO W ABOUT 100 YARDS, FOLLOW DIM ROAD UP
 OV0355'HILL 0.65 MILE TO POINT WHERE DIM ROAD COMES IN FROM LEFT,
 OV0355'CONTINUE 1.5 MILES UP HILL TO GATE IN EAST-AND-WEST
 OV0355'FENCE, PASS THROUGH GATE, TURN SHARP RIGHT AND GO 0.35 MILE TO
 OV0355'TOP OF HILL AND STATION SITE.  SURFACE AND UNDERGROUND
 OV0355'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 OV0355'UPPER MARK PROJECTS 4 INCHES ABOVE GROUND.  REFERENCE
 OV0355'MARK NO. 1 IS STANDARD REFERENCE DISK IN BEDROCK.
 OV0355'12A, 3 FEET S OF EDGE OF ROCK RIM, AND 294.56 FEET FROM
 OV0355'STATION.  REFERENCE MARK NO. 2
 OV0355'IS STANDARD REFERENCE DISK IN CONCRETE PROJECTING
 OV0355'3 INCHES ABOVE GROUND, 30 FEET S OF N EDGE OF HILL, AND 81.01
 OV0355'FEET FROM STATION.  AZIMUTH MARK
 OV0355'IS STANDARD DISK IN CONCRETE PROJECTING 3 INCHES
 OV0355'ABOVE GROUND, ON RIDGE EXTENDING E FROM HIGH GROUND S OF
 OV0355'STATION, 1.5 MILES BY ROAD FROM STATION, 1.5 MILES BY ROAD W OF
 OV0355'GRADED COUNTRY ROAD, AND APPROXIMATELY 0.5 MILE FROM STATION
 OV0355'IN AZIMUTH 297 DEG 38 MIN 25 SEC.  FOLLOWING BEARINGS
 OV0355'ARE FROM STATION--U.S. GEOLOGICAL SURVEY CAIRN N 46 DEG 54 MIN W.
 OV0355'WATER TANK NEAR STATION MIDWEST S 70 DEG 27 MIN E.
 OV0355'AND SHARP PEAK NEAR SW END OF BIG HORN MOUNTAINS
 OV0355'N 29 DEG 41 MIN W.
 OV0355
 OV0355                          STATION RECOVERY (1938)
 OV0355
 OV0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0355'STATION RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION
 OV0355'IS LOCATED ABOUT 12-1/2 MILES WNW OF MIDWEST AND 20-1/2 MILES
 OV0355'S OF KAYCEE, ON THE HIGHEST POINT OF THE DIVIDE BETWEEN DUGOUT
 OV0355'CREEK AND S FORK OF THE POWDER RIVER.  AS VIEWED FROM THE
 OV0355'N OR S, THERE ARE THREE HILLS IN THE VICINITY AND THE STATION
 OV0355'IS ON THE MOST EASTERN HILL.  THE STATION MARK IS 60 FEET S
 OV0355'OF THE N EDGE OF THE HILL, AND 160 FEET W OF THE E EDGE OF THE
 OV0355'HILL AND ABOUT 300 FEET N OF THE S EDGE OF THE HILL.  IT
 OV0355'PROJECTS 4 INCHES ABOVE THE GROUND, AND IS LOCATED ON THE
 OV0355'PROPERTY OWNED BY G.H. SNODGRASS.
 OV0355'
 OV0355'REFERENCE MARK NO. 1 IS 3 FEET S OF THE EDGE OF THE ROCK RIM.
 OV0355'REFERENCE MARK NO. 2 IS 30 FEET S OF THE N EDGE OF THE HILL.
 OV0355'
 OV0355'THE AZIMUTH MARK IS SE OF THE STATION, ON A RIDGE THAT EXTENDS
 OV0355'E FROM THE HIGH GROUND OF THE STATION.  IT IS 1.5 MILES BY
 OV0355'ROAD FROM THE STATION, AND 1.5 MILE W OF THE GRADED COUNTY
 OV0355'ROAD.  IT IS ABOUT 20 FEET S OF THE ONLY ROAD LEADING FROM
 OV0355'THE COUNTY ROAD TO THE STATION.
 OV0355'
 OV0355'TO REACH STATION FROM MAIN STREET IN MIDWEST, GO N ON U.S.
 OV0355'HIGHWAY 87 FOR 6.6 MILES TO SECOND GRADED DIRT ROAD COMING
 OV0355'IN FROM LEFT, AT A SIGN L.D. SCOTT RANCH AND SNODGRASS ROAD.
 OV0355'TURN LEFT, W, GO 1.0 MILE TO A FORK AND ANOTHER SIGN L.D. SCOTT
 OV0355'RANCH.  TAKE LEFT FORK 3.75 MILE TO ANOTHER FORK.  TAKE RIGHT
 OV0355'FORK, N, 0.95 MILE TO A SMALL WOODEN BRIDGE AND SOME RANCH
 OV0355'BUILDINGS ON THE RIGHT.  CONTINUE ON MAIN ROAD, 0.5 MILE TO
 OV0355'THE TOP OF A HILL AND A DIM ROAD TURNING LEFT ON THE HIGHEST
 OV0355'PART OF THE HILL.  TURN LEFT, W, ON THIS DIM ROAD, WHICH
 OV0355'LEADS UP THE MOUNTAIN, ALONG THE S SIDE OF A DRY WASH, 1.6
 OV0355'MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.
 OV0355'CONTINUE W 0.8 MILE TO A WIRE FENCE AND GATE.  GO THROUGH
 OV0355'GATE AND CONTINUE NW AND N ON OLD ROAD 0.5 MILE TO
 OV0355'ANOTHER GATE.  GO THROUGH GATE AND TURN SHARP RIGHT ALONG
 OV0355'N SIDE OF FENCE AND FOLLOW CREST OF RIDGE TO HIGHEST POINT
 OV0355'AND STATION.
 OV0355
 OV0355                          STATION RECOVERY (1958)
 OV0355
 OV0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OV0355'NEW DRIVING DESCRIPTION DUE TO HIGHWAY CHANGES.-USGS-
 OV0355'
 OV0355'TO REACH STATION FROM MIDWEST POST OFFICE, GO N. ONE BLOCK THEN E.
 OV0355'ONE BLOCK, THEN N. ONE BLOCK, THENCE 0.4 MI. E. TO JUNCTION OF
 OV0355'U.S. HIGHWAY 87, THENCE N. ALONG HIGHWAY 87 3.8 MI. TO JUNCTION OF OLD
 OV0355'HIGHWAY, TURN LEFT ON OLD HIGHWAY AND GO 3.4 MI. TO T-RD. W. THENCE W.
 OV0355'ALONG SMOKEY GAP RD. 3.1 MI. TO RD. LEADING TO A RANCH HOUSE.  TAKE
 OV0355'RIGHT FORK AND CONTINUE ALONG MAIN TRAVELED RD. 1.8 MI. TO A T-RD.,
 OV0355'TAKE LEFT FORK MAIN TRAVELED RD. 2.7 MI. TO A RD. FORK ON TOP OF
 OV0355'GOVERNMENT HILL, TAKE RIGHT FORK LEADING TO SNODGRASS RANCH 4.1 MI. TO
 OV0355'A T-TRAIL LEADING N., TAKE TRAIL N.AND E. 2.6 MI. TO TOP OF HILL AND
 OV0355'STATION SITE.
 OV0355'
 OV0355'STATION MARK - STANDARD NGS DISK SET IN CONCRETE.
 OV0355'
 OV0355'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0404 ***********************************************************************
 OU0404  DESIGNATION -  DUGOUT
 OU0404  PID         -  OU0404
 OU0404  STATE/COUNTY-  WY/CONVERSE
 OU0404  USGS QUAD   -  COAL BANK DRAW (1971)
 OU0404
 OU0404                         *CURRENT SURVEY CONTROL
 OU0404  ___________________________________________________________________
 OU0404* NAD 83(1993)-  43 25 21.32604(N)    105 12 53.64029(W)     ADJUSTED  
 OU0404* NAVD 88     -      1540.7    (meters)    5055.     (feet)  VERTCON   
 OU0404  ___________________________________________________________________
 OU0404  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 OU0404  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 OU0404
 OU0404  HORZ ORDER  -  FIRST
 OU0404
 OU0404.The horizontal coordinates were established by classical geodetic methods
 OU0404.and adjusted by the National Geodetic Survey in January 1997..
 OU0404
 OU0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0404
 OU0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0404
 OU0404.The geoid height was determined by GEOID03.
 OU0404
 OU0404;                    North         East     Units Scale Factor Converg.
 OU0404;SPC WY E     -   324,600.457   196,094.306   MT  0.99993769   -0 01 59.4
 OU0404;UTM  13      - 4,807,766.924   482,604.365   MT  0.99960372   -0 08 51.8
 OU0404
 OU0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0404!SPC WY E     -   0.99976086  x   0.99993769  =   0.99969856
 OU0404!UTM  13      -   0.99976086  x   0.99960372  =   0.99936467
 OU0404
 OU0404|---------------------------------------------------------------------|
 OU0404| PID    Reference Object                     Distance      Geod. Az  |
 OU0404|                                                           dddmmss.s |
 OU0404| CP9212 DUGOUT RM 1                          28.677 METERS 00507     |
 OU0404| CP9213 DUGOUT RM 2                           9.512 METERS 07129     |
 OU0404| CP9211 DUGOUT AZ MK                                       2332453.4 |
 OU0404|---------------------------------------------------------------------|
 OU0404
 OU0404                          SUPERSEDED SURVEY CONTROL
 OU0404
 OU0404  NAD 83(1986)-  43 25 21.30509(N)    105 12 53.61951(W) AD(       ) 1
 OU0404  NAD 27      -  43 25 21.41200(N)    105 12 51.69600(W) AD(       ) 1
 OU0404  NGVD 29 (07/19/86) 1539.9    (m)         5052.     (f) VERT ANG       
 OU0404
 OU0404.Superseded values are not recommended for survey control.
 OU0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0404.See file dsdata.txt to determine how the superseded data were derived.
 OU0404
 OU0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ8260407767(NAD 83)
 OU0404_MARKER: DD = SURVEY DISK
 OU0404_SETTING: 66 = SET IN ROCK OUTCROP
 OU0404
 OU0404  HISTORY     - Date     Condition        Report By
 OU0404  HISTORY     - 1955     MONUMENTED       USGS
 OU0404  HISTORY     - 1962     GOOD             USFS
 OU0404
 OU0404                          STATION DESCRIPTION
 OU0404
 OU0404'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (RAG)
 OU0404'STATION IS LOCATED ABOUT 65 MILES SOUTHEAST OF GILLETTE, 15
 OU0404'MILES NORTHEAST OF BILL, ON THE MOST EASTERLY OF SEVERAL RED
 OU0404'ROCKY POINTS KNOWN LOCALLY AS THE ROCHELLE HILLS.
 OU0404'
 OU0404'TO REACH FROM THE BILL POST OFFICE.  GO NORTH ON STATE HIGHWAY
 OU0404'59 FOR 13.5 MILES TO A GRADED DIRT CROSS ROAD AND SIGN FRED TYLERS
 OU0404'RANCH, TURN RIGHT, EAST, ON GRADED ROAD FOR 3.9 MILES TO A
 OU0404'FORKS.  TAKE LEFT FORK AND GO 0.25 MILES TO FORKS, (WHERE MAIN
 OU0404'ROAD TURNS LEFT TOWARD OLD RANCH BUILDINGS).  TAKE RIGHT FORK,
 OU0404'EASTERLY, 2.4 MILES TO A FORK (JUST BEFORE REACHING RESERVOIR).
 OU0404'TAKE RIGHT FORK, EAST, PAST SOUTH SIDE OF RESERVOIR, FOR 3.2
 OU0404'MILES TO A DIM TRACK ROAD ON THE LEFT AND POINT 75 YARDS
 OU0404'BEFORE MAIN ROAD GOES INTO CANYON TO THE SOUTH.  TURN LEFT ON
 OU0404'DIM TRACK ROAD AND GO 1.0 MILES TO AZIMUTH MARK ON THE
 OU0404'LEFT.  CONTINUE ON TRACK ROAD FOR 0.6 MILES TO HIGHEST POINT AND
 OU0404'STATION.
 OU0404'
 OU0404'STATION IS A STANDARD (U.S.G.S.) DISK STAMPED, DUGOUT 1955,
 OU0404'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 OU0404'8 INCHES ABOVE THE GROUND.
 OU0404'
 OU0404'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, DUGOUT U.S.G.S. NO. 1
 OU0404'1955, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 OU0404'PROJECTS 2 FEET ABOVE THE GROUND.
 OU0404'
 OU0404'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, DUGOUT U.S.G.S.
 OU0404'NO. 2 1955, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 OU0404'WHICH PROJECTS 10 INCHES ABOVE THE GROUND.
 OU0404'
 OU0404'AZIMUTH MARK IS A STANDARD DISK STAMPED, DUGOUT U.S.G.S. 1955,
 OU0404'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ALMOST
 OU0404'FLUSH WITH THE GROUND.  LOCATED 8 FEET NORTH OF TRACK ROAD, 0.5
 OU0404'MILE WEST OF THE STATION AT THE HEAD OF A DRAW SLOPING ABRUPTLY
 OU0404'TO THE NORTH.
 OU0404'
 OU0404'A 4 FOOT STAND WAS USED.
 OU0404
 OU0404                          STATION RECOVERY (1962)
 OU0404
 OU0404'RECOVERY NOTE BY US FOREST SERVICE 1962 (WH)
 OU0404'FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0319 ***********************************************************************
 OW0319  DESIGNATION -  DUNCAN
 OW0319  PID         -  OW0319
 OW0319  STATE/COUNTY-  WY/FREMONT
 OW0319  USGS QUAD   -  BAIN DRAW (1979)
 OW0319
 OW0319                         *CURRENT SURVEY CONTROL
 OW0319  ___________________________________________________________________
 OW0319* NAD 83(1993)-  43 37 27.67016(N)    109 23 07.73508(W)     ADJUSTED  
 OW0319* NAVD 88     -      2377.     (meters)    7799.     (feet)  SCALED    
 OW0319  ___________________________________________________________________
 OW0319  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 OW0319  GEOID HEIGHT-          -8.34  (meters)                     GEOID03
 OW0319
 OW0319  HORZ ORDER  -  THIRD
 OW0319
 OW0319.The horizontal coordinates were established by classical geodetic methods
 OW0319.and adjusted by the National Geodetic Survey in January 1997..
 OW0319
 OW0319.The orthometric height was scaled from a topographic map.
 OW0319
 OW0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0319
 OW0319.The geoid height was determined by GEOID03.
 OW0319
 OW0319;                    North         East     Units Scale Factor Converg.
 OW0319;SPC WYWC     -   347,210.538   548,713.085   MT  0.99996984   -0 26 18.4
 OW0319;UTM  12      - 4,831,418.266   630,257.295   MT  0.99980870   +1 06 50.6
 OW0319
 OW0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0319!SPC WYWC     -   0.99962866  x   0.99996984  =   0.99959851
 OW0319!UTM  12      -   0.99962866  x   0.99980870  =   0.99943743
 OW0319
 OW0319:                Primary Azimuth Mark                     Grid Az
 OW0319:SPC WYWC     -  DUNCAN AZ MK                             209 29 15.0
 OW0319:UTM  12      -  DUNCAN AZ MK                             207 56 06.0
 OW0319
 OW0319|---------------------------------------------------------------------|
 OW0319| PID    Reference Object                     Distance      Geod. Az  |
 OW0319|                                                           dddmmss.s |
 OW0319| CP4876 DUNCAN AZ MK                                       2090256.6 |
 OW0319| CP4877 DUNCAN RM 1                           9.590 METERS 22900     |
 OW0319| CP4878 DUNCAN RM 2                          15.217 METERS 31601     |
 OW0319|---------------------------------------------------------------------|
 OW0319
 OW0319                          SUPERSEDED SURVEY CONTROL
 OW0319
 OW0319  NAD 83(1986)-  43 37 27.65776(N)    109 23 07.72430(W) AD(       ) 3
 OW0319  NAD 27      -  43 37 27.80400(N)    109 23 05.20600(W) AD(       ) 3
 OW0319
 OW0319.Superseded values are not recommended for survey control.
 OW0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0319.See file dsdata.txt to determine how the superseded data were derived.
 OW0319
 OW0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP3025731418(NAD 83)
 OW0319_MARKER: DS = TRIANGULATION STATION DISK
 OW0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OW0319+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 OW0319
 OW0319  HISTORY     - Date     Condition        Report By
 OW0319  HISTORY     - 1936     MONUMENTED       CGS
 OW0319  HISTORY     - 1975     GOOD             LOCSUR
 OW0319  HISTORY     - 20040819 GOOD             INDIV
 OW0319
 OW0319                          STATION DESCRIPTION
 OW0319
 OW0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0319'ABOUT 15 MILES EAST-NORTHEAST OF DUBOIS, ON HIGHEST POINT OF
 OW0319'SMOOTH, NEARLY BARREN RIDGE LYING ON BENCH ABOUT 1-1/2 MILES
 OW0319'NORTHEAST OF DUNCAN POST OFFICE, ABOUT 3/4 MILE SOUTH OF
 OW0319'BUTLERS RANCH, 0.4 MILE SOUTHEAST OF WELL-TRAVELED ROAD
 OW0319'LEADING TO BUTLERS RANCH, AND ABOUT 1/4 MILE WEST OF EAST FORK
 OW0319'OF WIND RIVER WHICH RUNS IN DEEP GORGE ALONG NORTHEAST FOOT
 OW0319'OF RIDGE.  THERE ARE A FEW PINE TREES ON NORTHEAST SLOPE OF
 OW0319'RIDGE.  TO REACH FROM BURRIS POST OFFICE, WHICH IS ON U.S.
 OW0319'HIGHWAY 287, ABOUT 21 MILES NORTH OF JUNCTION OF THAT HIGHWAY
 OW0319'WITH STATE HIGHWAY 287 AT DIVERSION DAM, AND ABOUT 27 MILES
 OW0319'SOUTHEAST OF DUBOIS.  FOLLOW U.S. HIGHWAY 287 NORTHWEST
 OW0319'13.2 MILES TO STEEL BRIDGE OVER WIND RIVER (NEW BRIDGE AND
 OW0319'ROAD ARE NOW UNDER CONSTRUCTION AT THIS POINT).  CROSS
 OW0319'BRIDGE AND CONTINUE 1.1 MILES TO ROAD ON RIGHT AT SIGN
 OW0319'HUNTING CAMP 19 MILES HAROLD BUTLER AND J.H. ANDERSONS
 OW0319'RANCH BUILDINGS ON RIGHT OF HIGHWAY.  TURN RIGHT OFF
 OW0319'HIGHWAY ON THIS ROAD AND FOLLOW MAIN GRADED ROAD UP
 OW0319'VALLEY 6.6 MILES TO BRIDGE OVER RIVER.  CROSS BRIDGE AND
 OW0319'CONTINUE ON MAIN ROAD 3.0 MILES TO FORKS AT DOUBLE DIAMOND
 OW0319'RANCH BUILDINGS.  TAKE RIGHT FORK AND FOLLOW MAIN ROAD
 OW0319'UP MESA 2.7 MILES TO WHITE POST AND SIGN.  CONTINUE NORTHEAST
 OW0319'ALONG EDGE OF BENCH 0.8 MILE TO CROSSROADS (DUNCAN POST
 OW0319'OFFICE IS DOWN TO RIGHT IN THIS VALLEY UNDER BENCH).
 OW0319'KEEP STRAIGHT AHEAD AND FOLLOW MAIN ROAD 2.0 MILES TO WIRE
 OW0319'GATE WHERE ROAD CROSSES RIDGE (SEE DESCRIPTION OF STATION
 OW0319'KENT (U.S.G.S.)).  TURN RIGHT OFF ROAD AND GO EAST UP RIDGE
 OW0319'0.4 MILE TO HIGHEST POINT AND STATION.  SURFACE AND UNDERGROUND
 OW0319'MARKS ARE STANDARD DISKS IN CONCRETE.  REFERENCE
 OW0319'AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 OW0319'NO. 1 IS 9.590 METERS (31.46 FEET) SOUTHWEST OF STATION
 OW0319'S 49 DEG 00 MIN W.  NO. 2 IS 15.217 METERS (49.92 FEET)
 OW0319'NORTHWEST N 43 DEG 59 MIN W.  AZIMUTH MARK IS ABOUT
 OW0319'0.15 MILE NORTH OF SEVERAL LOG BUILDINGS AT RANCH, ABOUT 25
 OW0319'YARDS EAST OF ROAD TO BUTLERS RANCH, AND ABOUT 0.6 MILE
 OW0319'SOUTHWEST OF STATION S 29 DEG 03 MIN W.  OTHER
 OW0319'DISTANCES AND BEARINGS FROM STATION ARE AS
 OW0319'FOLLOWS--NORTHEAST CORNER OF RANCH HOUSE, 3/4 MILE,
 OW0319'S 38 DEG 45 MIN W.  WARM SPRINGS, FIRE LOOKOUT TOWER
 OW0319'20 MILES, S 77 DEG 18 MIN W.
 OW0319'SOUTH CORNER OF MOST SOUTHERLY OF RANCH BUILDINGS, AT BUTLERS
 OW0319'RANCH, APPROXIMATELY 3/4 MILE, N 16 DEG 04 MIN E.
 OW0319
 OW0319                          STATION RECOVERY (1975)
 OW0319
 OW0319'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (RLH)
 OW0319'STATION RECOVERED BY LAND SURVEYOR.
 OW0319'
 OW0319'DUNCAN 1936-GOOD CONDITION.
 OW0319'
 OW0319'(AZIMUTH MARK) 1936-GOOD CONDITION.
 OW0319'
 OW0319'(R.M. NO. 1 AND R.M. NO. 2)-GOOD CONDITION.
 OW0319'
 OW0319'THE STATION IS LOCATED ON LAND OWNED BY THE UNITED STATES OF
 OW0319'AMERICA.  OBSERVING STAND AND SIGNAL TARGET WERE RE-ERECTED
 OW0319'OVER STATION FOLLOWING OCCUPATION.  BUILDINGS NEAR AZIMUTH
 OW0319'MARK (DESCRIBED BY J. BOWIE, JR. IN 1936) HAVE BEEN TORN DOWN.
 OW0319
 OW0319                          STATION RECOVERY (2004)
 OW0319
 OW0319'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RED)
 OW0319'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0478 ***********************************************************************
 NQ0478  DESIGNATION -  DUNCAN
 NQ0478  PID         -  NQ0478
 NQ0478  STATE/COUNTY-  WY/GOSHEN
 NQ0478  USGS QUAD   -  HABIG SPRING (1990)
 NQ0478
 NQ0478                         *CURRENT SURVEY CONTROL
 NQ0478  ___________________________________________________________________
 NQ0478* NAD 83(1993)-  42 05 46.64736(N)    104 27 54.19687(W)     ADJUSTED  
 NQ0478* NAVD 88     -      1470.     (meters)    4823.     (feet)  SCALED    
 NQ0478  ___________________________________________________________________
 NQ0478  LAPLACE CORR-          -9.46  (seconds)                    DEFLEC99
 NQ0478  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 NQ0478
 NQ0478  HORZ ORDER  -  SECOND
 NQ0478
 NQ0478.The horizontal coordinates were established by classical geodetic methods
 NQ0478.and adjusted by the National Geodetic Survey in January 1997..
 NQ0478
 NQ0478.The orthometric height was scaled from a topographic map.
 NQ0478
 NQ0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0478
 NQ0478.The geoid height was determined by GEOID03.
 NQ0478
 NQ0478;                    North         East     Units Scale Factor Converg.
 NQ0478;SPC WY E     -   177,510.713   258,037.891   MT  0.99997893   +0 28 13.3
 NQ0478;UTM  13      - 4,660,605.826   544,236.111   MT  0.99962408   +0 21 31.0
 NQ0478
 NQ0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0478!SPC WY E     -   0.99977211  x   0.99997893  =   0.99975104
 NQ0478!UTM  13      -   0.99977211  x   0.99962408  =   0.99939627
 NQ0478
 NQ0478:                Primary Azimuth Mark                     Grid Az
 NQ0478:SPC WY E     -  T25N R63W SECS 29 30 1/4 COR RM          015 45 27.0
 NQ0478:UTM  13      -  T25N R63W SECS 29 30 1/4 COR RM          015 52 09.3
 NQ0478
 NQ0478|---------------------------------------------------------------------|
 NQ0478| PID    Reference Object                     Distance      Geod. Az  |
 NQ0478|                                                           dddmmss.s |
 NQ0478| CP9215 T25N R63W SECS 29 30 1/4 COR RM                    0161340.3 |
 NQ0478| NQ0473 LINGLE MUNICIPAL TANK               APPROX.10.7 KM 0652040.8 |
 NQ0478| CP9217 DUNCAN RM 2                          21.967 METERS 11603     |
 NQ0478| CP9216 DUNCAN RM 1                          14.737 METERS 24253     |
 NQ0478|---------------------------------------------------------------------|
 NQ0478
 NQ0478                          SUPERSEDED SURVEY CONTROL
 NQ0478
 NQ0478  NAD 83(1986)-  42 05 46.62674(N)    104 27 54.19690(W) AD(       ) 2
 NQ0478  NAD 27      -  42 05 46.74660(N)    104 27 52.35410(W) AD(       ) 2
 NQ0478
 NQ0478.Superseded values are not recommended for survey control.
 NQ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0478.See file dsdata.txt to determine how the superseded data were derived.
 NQ0478
 NQ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4423660606(NAD 83)
 NQ0478_MARKER: DB = BENCH MARK DISK
 NQ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0478
 NQ0478  HISTORY     - Date     Condition        Report By
 NQ0478  HISTORY     - 1947     MONUMENTED       USGS
 NQ0478  HISTORY     - 1960     GOOD             USGS
 NQ0478  HISTORY     - 1963     GOOD             USGS
 NQ0478
 NQ0478                          STATION DESCRIPTION
 NQ0478
 NQ0478'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 NQ0478'$
 NQ0478'LOCATED 15.2 MI. SE. OF FORT LARAMIE, WYOMING, ON HIGHEST POINT OF
 NQ0478'LONG BROAD RIDGE WHICH JUTS OUT INTO THE VALLEY OF THE NORTH PLATTE
 NQ0478'RIVER, STATION IS IN APPROXIMATE CENTER OF SEC. 31, T 25 N, R 63 W.
 NQ0478'
 NQ0478'TO REACH STATION FROM CHICAGO, BURLINGTON, AND QUINCY RAILROAD DEPOT
 NQ0478'AT FORT LARAMIE, WYOMING, PROCEED E. ON U.S. HIGHWAY 26 FOR 5.2 MI.,
 NQ0478'TURN RIGHT OFF HIGHWAY ONTO T-RD. S. AND GO S. FOR 4.3 MI., TURN W.
 NQ0478'FOR 1.0 MI., S. 0.5 MI., THENCE W. FOR 2.0 MI., FOLLOWING A RD. WHICH
 NQ0478'CLIMBS OUT OF THE VALLEY THROUGH A SIDE CANYON, PASS OVER CATTLEGUARD
 NQ0478'IN E-W. FENCE, TURN E. ON SEC. LINE RD. FOR 0.8 MI., GO S. 0.6 MI.,
 NQ0478'E. 0.6 MI., THEN TURN N. ON DIM RD., FOLLOW 0.2 MI., FENCE CORNER,
 NQ0478'TURN RIGHT THROUGH GATE IN FENCE AND FOLLOW E-W. FENCE LINE TO HIGH
 NQ0478'POINT OF RIDGE WHERE STATION IS LOCATED.
 NQ0478
 NQ0478                          STATION RECOVERY (1963)
 NQ0478
 NQ0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (BMK)
 NQ0478'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LONG FLAT
 NQ0478'RIDGE ABOUT 6-1/4 MILES WEST AND 3 MILES SOUTH OF LINGLE,
 NQ0478'IN THE SE 1/4 OF SECTION 31, T25N R63W., ON PROPERTY OWNED
 NQ0478'BY MR. GEORGE DUNCAN.
 NQ0478'
 NQ0478'TO REACH FROM THE POST OFFICE IN LINGLE, GO SOUTH ON MAIN
 NQ0478'STREET FOR 0.2 MILE TO A FORK, TURN RIGHT AND GO WEST ON A
 NQ0478'PAVED ROAD FOR 4.7 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH,
 NQ0478'WEST AND SOUTH ON A PAVED ROAD FOR 2.4 MILES TO A POINT WHERE
 NQ0478'THE PAVED ROAD TURNS WEST, CONTINUE SOUTH ON A GRAVELED ROAD
 NQ0478'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH
 NQ0478'ON THE GRAVELED ROAD FOR 1.4 MILES TO A SIDE ROAD RIGHT, TURN
 NQ0478'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.3 MILE TO MR.
 NQ0478'DUNCANS RANCH ON THE RIGHT, TURN RIGHT AND GO NORTH PASSING
 NQ0478'TO THE RIGHT OF MR. DUNCANS RANCH BUILDINGS FOR 0.15 MILE TO
 NQ0478'A GATE AT THE NORTHEAST CORNER OF A QUONSET IMPLEMENT
 NQ0478'BUILDING, PASS THROUGH THE GATE AND GO NORTH ON A TRACK ROAD
 NQ0478'FOR 0.45 MILE TO THE HIGHEST POINT AND STATION.
 NQ0478'
 NQ0478'THE STATION MARK IS A USGS BM STAMPED DUNCAN 1947, SET IN THE
 NQ0478'TOP OF A 8-INCH SQUARE CONCRETE MONUMENT PROJECTING 2-INCHES.
 NQ0478'IT IS 20 FEET SOUTHEAST OF A RADIO ANTENNA POLE.
 NQ0478'
 NQ0478'REFERENCE MARK 1 IS A USGS BM STAMPED REF 1, SET IN THE TOP
 NQ0478'OF A 8-INCH SQUARE CONCRETE MONUMENT PROJECTING 2-INCHES.  IT
 NQ0478'IS 46 FEET SOUTHWEST OF THE RADIO ANTENNA POLE.
 NQ0478'
 NQ0478'REFERENCE MARK 2 IS A USGS BM STAMPED REF 2, SET IN THE TOP OF
 NQ0478'A 8-INCH SQUARE CONCRETE MONUMENT PROJECTING 2-INCHES.  IT IS 92
 NQ0478'FEET SOUTHEAST OF THE RADIO ANTENNA POLE.
 NQ0478'
 NQ0478'THE AZIMUTH MARK IS A U.S. BUREAU OF LAND MANAGEMENT CADASTRAL
 NQ0478'SURVEY MARK STAMPED R.M. S29 1956, BRAZED TO THE TOP OF A 3-INCH
 NQ0478'CAST IRON PIPE PROJECTING 5-INCHES.  IT IS 33 FEET EAST OF THE
 NQ0478'CENTER OF A GRAVELED ROAD, 1 FOOT NORTHWEST OF A WITNESS POST
 NQ0478'AND 1 FOOT SOUTHWEST OF A POWERPOLE.
 NQ0478'
 NQ0478'THE DISTANCE BETWEEN R.M.S IS 108.2 FEET AND 32.98 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0564 ***********************************************************************
 PW0564  DESIGNATION -  DUNCOM
 PW0564  PID         -  PW0564
 PW0564  STATE/COUNTY-  WY/SHERIDAN
 PW0564  USGS QUAD   -  BALD MOUNTAIN (1993)
 PW0564
 PW0564                         *CURRENT SURVEY CONTROL
 PW0564  ___________________________________________________________________
 PW0564* NAD 83(1993)-  44 51 38.65206(N)    107 50 40.72416(W)     ADJUSTED  
 PW0564* NAVD 88     -      2999.1    (meters)    9840.     (feet)  VERTCON   
 PW0564  ___________________________________________________________________
 PW0564  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 PW0564  GEOID HEIGHT-          -9.81  (meters)                     GEOID03
 PW0564
 PW0564  HORZ ORDER  -  SECOND
 PW0564
 PW0564.The horizontal coordinates were established by classical geodetic methods
 PW0564.and adjusted by the National Geodetic Survey in January 1997..
 PW0564
 PW0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0564
 PW0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0564
 PW0564.The geoid height was determined by GEOID03.
 PW0564
 PW0564;                    North         East     Units Scale Factor Converg.
 PW0564;SPC WYEC     -   584,516.152   359,589.627   MT  0.99995757   -0 21 38.4
 PW0564;UTM  13      - 4,971,417.256   275,255.395   MT  1.00022115   -2 00 26.7
 PW0564
 PW0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0564!SPC WYEC     -   0.99953154  x   0.99995757  =   0.99948913
 PW0564!UTM  13      -   0.99953154  x   1.00022115  =   0.99975258
 PW0564
 PW0564|---------------------------------------------------------------------|
 PW0564| PID    Reference Object                     Distance      Geod. Az  |
 PW0564|                                                           dddmmss.s |
 PW0564| CQ5440 DUNCOM RM 1                          19.910 METERS 03641     |
 PW0564| CQ5441 DUNCOM RM 2                           9.961 METERS 25759     |
 PW0564| CQ5439 DUNCOM AZ MK                                       2970031.4 |
 PW0564|---------------------------------------------------------------------|
 PW0564
 PW0564                          SUPERSEDED SURVEY CONTROL
 PW0564
 PW0564  NAD 83(1986)-  44 51 38.64097(N)    107 50 40.71112(W) AD(       ) 2
 PW0564  NAD 27      -  44 51 38.78830(N)    107 50 38.35590(W) AD(       ) 2
 PW0564  NGVD 29 (07/19/86) 2997.9    (m)         9836.     (f) VERT ANG       
 PW0564
 PW0564.Superseded values are not recommended for survey control.
 PW0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0564.See file dsdata.txt to determine how the superseded data were derived.
 PW0564
 PW0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK7525571417(NAD 83)
 PW0564_MARKER: DS = TRIANGULATION STATION DISK
 PW0564_SETTING: 66 = SET IN ROCK OUTCROP
 PW0564
 PW0564  HISTORY     - Date     Condition        Report By
 PW0564  HISTORY     - 1957     MONUMENTED       CGS
 PW0564
 PW0564                          STATION DESCRIPTION
 PW0564
 PW0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0564'STATION IS ABOUT 28 MILES WEST OF DAYTON AND 27 MILES NORTHEAST
 PW0564'OF GREYBULL, IN BIG HORN NATIONAL FOREST, ON EAST END OF
 PW0564'DUNCOM MOUNTAIN AND ON A FLAT TOPPED ROCK OUTCROP, APPROXIMATELY
 PW0564'6 X 8 FEET ON TOP AND PROJECTING ABOUT 8 FEET ABOVE THE
 PW0564'SURROUNDING SURFACE.
 PW0564'
 PW0564'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND WYOMING
 PW0564'STATE HIGHWAY 14, LOCALLY KNOWN AS BURGESS JUNCTION, GO WESTERLY
 PW0564'ON STATE HIGHWAY 14 FOR 19.25 MILES TO A SIDE ROAD RIGHT AT
 PW0564'SIGN SHEEP MOUNTAIN ROAD.  TURN RIGHT, AS PER SIGN, AND FOLLOW
 PW0564'DIRT ROAD WESTERLY FOR 0.7 MILE TO FORK.  TAKE LEFT FORK AND
 PW0564'CONTINUE WESTERLY FOR 2.6 MILES TO A SIDE ROAD LEFT AT SIGN
 PW0564'MEDICINE WHEEL RANGER STATION.  CONTINUE STRAIGHT AHEAD AND
 PW0564'FOLLOW MAIN ROAD NORTHERLY FOR 2.7 MILES TO A TRACK ROAD
 PW0564'SHARP RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD EASTERLY FOR
 PW0564'0.25 MILE TO AZIMUTH ON RIGHT IN LARGE ROCK OUTCROP.  CONTINUE
 PW0564'0.5 MILE TO FORK.  TAKE RIGHT FORK AND CONTINUE EASTERLY ON
 PW0564'DIM TRACKS FOR 0.3 MILE TO TOP OF HILL AND STATION.
 PW0564'
 PW0564'STATION MARK IS A STANDARD DISK, STAMPED DUNCOM 1957.  IT IS
 PW0564'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP AND 23 FEET
 PW0564'NORTH OF A SMALL TIN BUILDING HOUSING POWER UNITS FOR TWO
 PW0564'SMALL FOREST SERVICE ANTENNAS.  NO WHITE WITNESS POST WAS SET.
 PW0564'
 PW0564'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUNCOM NO 1 1957.
 PW0564'IT IS CEMENTED IN A DRILL HOLE IN THE BASE OF A LARGE ROCK
 PW0564'OUTCROP PROJECTING ABOUT 20 FEET.
 PW0564'
 PW0564'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUNCOM NO 2 1957.
 PW0564'IT IS CEMENTED IN A DRILL HOLE IN THE EAST END OF A 4 X 12
 PW0564'FOOT ROCK OUTCROP PROJECTING ABOUT 9 FEET.
 PW0564'
 PW0564'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUNCOM 1957.  IT IS
 PW0564'CEMENTED IN A DRILL HOLE ON THE EAST EDGE OF A 10 X 15 FOOT
 PW0564'ROCK OUTCROP PROJECTING ABOUT 3 FEET AND IS 65 FEET SOUTHWEST
 PW0564'OF THE CENTER OF THE TRACK ROAD.  A 4 IN X 4 IN WHITE WITNESS
 PW0564'POST WAS SET 3 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0822 ***********************************************************************
 MR0822  DESIGNATION -  DUNCOMB
 MR0822  PID         -  MR0822
 MR0822  STATE/COUNTY-  WY/UINTA
 MR0822  USGS QUAD   -  EVANSTON (1978)
 MR0822
 MR0822                         *CURRENT SURVEY CONTROL
 MR0822  ___________________________________________________________________
 MR0822* NAD 83(1993)-  41 16 20.75076(N)    110 53 29.48203(W)     ADJUSTED  
 MR0822* NAVD 88     -      2295.1    (meters)    7530.     (feet)  VERTCON   
 MR0822  ___________________________________________________________________
 MR0822  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 MR0822  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 MR0822
 MR0822  HORZ ORDER  -  SECOND
 MR0822
 MR0822.The horizontal coordinates were established by classical geodetic methods
 MR0822.and adjusted by the National Geodetic Survey in January 1997..
 MR0822
 MR0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0822
 MR0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0822
 MR0822.The geoid height was determined by GEOID03.
 MR0822
 MR0822;                    North         East     Units Scale Factor Converg.
 MR0822;SPC WY W     -   186,089.427   732,287.516   MT  0.99999391   -0 31 59.3
 MR0822;SPC UT N     - 1,104,465.178   550,980.357   MT  0.99995691   +0 24 04.3
 MR0822;UTM  12      - 4,569,005.852   509,085.433   MT  0.99960102   +0 04 17.6
 MR0822
 MR0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0822!SPC WY W     -   0.99964244  x   0.99999391  =   0.99963635
 MR0822!SPC UT N     -   0.99964244  x   0.99995691  =   0.99959936
 MR0822!UTM  12      -   0.99964244  x   0.99960102  =   0.99924360
 MR0822
 MR0822:                Primary Azimuth Mark                     Grid Az
 MR0822:SPC WY W     -  DUNCOMB AZ MK                            072 08 04.7
 MR0822:SPC UT N     -  DUNCOMB AZ MK                            071 12 01.1
 MR0822:UTM  12      -  DUNCOMB AZ MK                            071 31 47.8
 MR0822
 MR0822|---------------------------------------------------------------------|
 MR0822| PID    Reference Object                     Distance      Geod. Az  |
 MR0822|                                                           dddmmss.s |
 MR0822| CP4879 DUNCOMB AZ MK                                      0713605.4 |
 MR0822| MR0816 EVANSTON SITE REPETR 4 FAA MST      APPROX. 9.3 KM 0822057.3 |
 MR0822| MR0817 MICROWAVE TWR 10 MI E EVANSTON      APPROX. 9.3 KM 0825224.6 |
 MR0822| MR0810 MOUNTAIN FUEL CO ASPEN MTN MST      APPROX.14.4 KM 1375730.2 |
 MR0822| CP4880 DUNCOMB RM 1                         25.383 METERS 23138     |
 MR0822| MR0677 MICROWAVE REL TWR SW EVANSTON       APPROX.15.1 KM 2434223.4 |
 MR0822| CP4881 DUNCOMB RM 2                         15.932 METERS 35020     |
 MR0822|---------------------------------------------------------------------|
 MR0822
 MR0822                          SUPERSEDED SURVEY CONTROL
 MR0822
 MR0822  NAD 83(1986)-  41 16 20.73688(N)    110 53 29.47142(W) AD(       ) 2
 MR0822  NAD 27      -  41 16 20.92960(N)    110 53 26.82650(W) AD(       ) 2
 MR0822  NGVD 29 (07/19/86) 2293.8    (m)         7526.     (f) VERT ANG       
 MR0822
 MR0822.Superseded values are not recommended for survey control.
 MR0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0822.See file dsdata.txt to determine how the superseded data were derived.
 MR0822
 MR0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0908569006(NAD 83)
 MR0822_MARKER: DS = TRIANGULATION STATION DISK
 MR0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0822
 MR0822  HISTORY     - Date     Condition        Report By
 MR0822  HISTORY     - 1962     MONUMENTED       CGS
 MR0822
 MR0822                          STATION DESCRIPTION
 MR0822
 MR0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0822'THE STATION IS LOCATED ON THE EXTREME WEST END OF A NARROW RIDGE.
 MR0822'IT IS 1/2 MILE NORTH OF U.S. HIGHWAY 30S, 4 MILES EAST OF
 MR0822'EVANSTON AND 8-1/2 MILES WEST OF THE JUNCTION OF U.S. HIGHWAYS
 MR0822'30S AND 189.
 MR0822'
 MR0822'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30S AND 189 GO WEST
 MR0822'ON U.S. HIGHWAY 30S FOR 7.4 MILES TO A SIDE ROAD RIGHT AND SIGN
 MR0822'DIVIDED HIGHWAY ENDS.  TURN RIGHT ON OLD HIGHWAY FOR 0.4 MILE TO
 MR0822'A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE FOR
 MR0822'0.05 MILE THEN LEFT AGAIN PASSING TO THE LEFT OF A POND, CONTINUE
 MR0822'ON A TRACK ROAD FOR 0.9 MILE TO A FORK ON THE TOP OF THE
 MR0822'RIDGE.  TAKE THE LEFT FORK FOR 0.3 MILE TO THE AZIMUTH MARK ON
 MR0822'THE LEFT, SOUTH SIDE OF THE TRACK ROAD.  CONTINUE ON THE TRACK
 MR0822'ROAD FOR 1.4 MILES TO THE STATION ON THE LEFT, SOUTH SIDE OF
 MR0822'THE TRACK ROAD.
 MR0822'
 MR0822'THE STATION MARK IS A STANDARD DISK, STAMPED DUNCOMB 1962, SET
 MR0822'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 MR0822'IT IS 5 FEET EAST OF A WITNESS POST, 19 FEET SOUTH OF THE
 MR0822'CENTERLINE OF A TRACK ROAD AND 25 FEET SOUTHEAST OF A SMALL
 MR0822'CEDAR TREE.  THE STATION IS ON THE HIGHEST POINT OF THE RIDGE.
 MR0822'
 MR0822'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUNCOMB NO 1 1962,
 MR0822'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 10 INCHES.
 MR0822'IT IS 6 FEET LOWER THAN THE STATION MARK.
 MR0822'
 MR0822'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUNCOMB NO 2
 MR0822'1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 MR0822'THE SURFACE OF THE GROUND.  IT IS 3 FEET LOWER THAN THE STATION
 MR0822'MARK.
 MR0822'
 MR0822'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUNCOMB 1962,
 MR0822'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE
 MR0822'SURFACE OF THE GROUND.  IT IS 2 FEET NORTHEAST OF A WITNESS
 MR0822'POST, 70 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD AND 2 FEET
 MR0822'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0511 ***********************************************************************
 MQ0511  DESIGNATION -  DUST ET
 MQ0511  PID         -  MQ0511
 MQ0511  STATE/COUNTY-  WY/SWEETWATER
 MQ0511  USGS QUAD   -  GASSON BRIDGE (1980)
 MQ0511
 MQ0511                         *CURRENT SURVEY CONTROL
 MQ0511  ___________________________________________________________________
 MQ0511* NAD 83(1993)-  41 59 56.89967(N)    109 41 17.73397(W)     ADJUSTED  
 MQ0511* NAVD 88     -      1986.8    (meters)    6518.     (feet)  VERTCON   
 MQ0511  ___________________________________________________________________
 MQ0511  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 MQ0511  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MQ0511
 MQ0511  HORZ ORDER  -  THIRD
 MQ0511
 MQ0511.The horizontal coordinates were established by classical geodetic methods
 MQ0511.and adjusted by the National Geodetic Survey in January 1997..
 MQ0511
 MQ0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0511
 MQ0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0511
 MQ0511.The geoid height was determined by GEOID03.
 MQ0511
 MQ0511;                    North         East     Units Scale Factor Converg.
 MQ0511;SPC WYWC     -   166,907.953   522,267.931   MT  1.00001182   -0 37 40.2
 MQ0511;UTM  12      - 4,650,512.791   608,637.709   MT  0.99974522   +0 52 40.1
 MQ0511
 MQ0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0511!SPC WYWC     -   0.99969075  x   1.00001182  =   0.99970257
 MQ0511!UTM  12      -   0.99969075  x   0.99974522  =   0.99943605
 MQ0511
 MQ0511:                Primary Azimuth Mark                     Grid Az
 MQ0511:SPC WYWC     -  GASSON ET                                099 23 17.4
 MQ0511:UTM  12      -  GASSON ET                                097 52 57.1
 MQ0511
 MQ0511|---------------------------------------------------------------------|
 MQ0511| PID    Reference Object                     Distance      Geod. Az  |
 MQ0511|                                                           dddmmss.s |
 MQ0511| MQ0510 GASSON ET                           APPROX. 4.4 KM 0984537.2 |
 MQ0511|---------------------------------------------------------------------|
 MQ0511
 MQ0511                          SUPERSEDED SURVEY CONTROL
 MQ0511
 MQ0511  NAD 83(1986)-  41 59 56.88470(N)    109 41 17.72803(W) AD(       ) 3
 MQ0511  NAD 27      -  41 59 57.04506(N)    109 41 15.21095(W) AD(       ) 3
 MQ0511  NGVD 29 (07/19/86) 1985.5    (m)         6514.     (f) VERT ANG       
 MQ0511
 MQ0511.Superseded values are not recommended for survey control.
 MQ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0511.See file dsdata.txt to determine how the superseded data were derived.
 MQ0511
 MQ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM0863850513(NAD 83)
 MQ0511
 MQ0511  HISTORY     - Date     Condition        Report By
 MQ0511  HISTORY     - 1962     MONUMENTED       USGS
 MQ0511  HISTORY     - 1963     GOOD             USGS
 MQ0511
 MQ0511                          STATION DESCRIPTION
 MQ0511
 MQ0511'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MQ0511'STATION LOCATED ABOUT 14 MI. SW. OF FARSON, WYOMING, ON A LARGE FLAT
 MQ0511'TOP.
 MQ0511'
 MQ0511'TO REACH FROM FARSON POST OFFICE, GO N. 1.1 MI. ALONG U.S. HIGHWAY
 MQ0511'187 TO FARSON CUTOFF RD.  TURN LEFT 13.8 MI. ALONG FARSON CUTOFF RD.
 MQ0511'TO TRACK RD. RIGHT.  TURN RIGHT (W.) 1.6 MI. TO TRACK RD. CROSSING,
 MQ0511'CONTINUE STRAIGHT 1.3 MI., THEN TURN RIGHT 0.2 MI. TO TOP AND
 MQ0511'STATION.
 MQ0511'
 MQ0511'RECOVERED.
 MQ0511'
 MQ0511'STATION MARK--STANDARD TABLET, IN CONCRETE POST PROJECTING 0.2 FT.,
 MQ0511'STAMPED ---DUST-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0654 ***********************************************************************
 MP0654  DESIGNATION -  DUTCH ET
 MP0654  PID         -  MP0654
 MP0654  STATE/COUNTY-  WY/CARBON
 MP0654  USGS QUAD   -  SAVERY (1961)
 MP0654
 MP0654                         *CURRENT SURVEY CONTROL
 MP0654  ___________________________________________________________________
 MP0654* NAD 83(1993)-  41 06 50.92868(N)    107 28 25.82133(W)     ADJUSTED  
 MP0654* NAVD 88     -      2269.5    (meters)    7446.     (feet)  VERTCON   
 MP0654  ___________________________________________________________________
 MP0654  LAPLACE CORR-          12.17  (seconds)                    DEFLEC99
 MP0654  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 MP0654
 MP0654  HORZ ORDER  -  THIRD
 MP0654
 MP0654.The horizontal coordinates were established by classical geodetic methods
 MP0654.and adjusted by the National Geodetic Survey in January 1997..
 MP0654
 MP0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0654
 MP0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0654
 MP0654.The geoid height was determined by GEOID03.
 MP0654
 MP0654;                    North         East     Units Scale Factor Converg.
 MP0654;SPC WYEC     -   168,206.372   388,199.662   MT  0.99993921   -0 05 32.6
 MP0654;UTM  13      - 4,554,378.037   292,296.830   MT  1.00013098   -1 37 38.2
 MP0654
 MP0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0654!SPC WYEC     -   0.99964624  x   0.99993921  =   0.99958547
 MP0654!UTM  13      -   0.99964624  x   1.00013098  =   0.99977717
 MP0654
 MP0654:                Primary Azimuth Mark                     Grid Az
 MP0654:SPC WYEC     -  BROWNING                                 358 10 11.6
 MP0654:UTM  13      -  BROWNING                                 359 42 17.2
 MP0654
 MP0654|---------------------------------------------------------------------|
 MP0654| PID    Reference Object                     Distance      Geod. Az  |
 MP0654|                                                           dddmmss.s |
 MP0654| MP0655 BROWNING                            APPROX. 5.6 KM 3580439.0 |
 MP0654|---------------------------------------------------------------------|
 MP0654
 MP0654                          SUPERSEDED SURVEY CONTROL
 MP0654
 MP0654  NAD 83(1993)-  41 06 50.92081(N)    107 28 25.81188(W) AD(       ) 3
 MP0654  NAD 83(1986)-  41 06 50.92052(N)    107 28 25.81177(W) AD(       ) 3
 MP0654  NAD 27      -  41 06 51.05228(N)    107 28 23.58210(W) AD(       ) 3
 MP0654  NGVD 29 (07/19/86) 2268.3    (m)         7442.     (f) VERT ANG       
 MP0654
 MP0654.Superseded values are not recommended for survey control.
 MP0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0654.See file dsdata.txt to determine how the superseded data were derived.
 MP0654
 MP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF9229754378(NAD 83)
 MP0654_MARKER: DD = SURVEY DISK
 MP0654_SETTING: 0 = UNSPECIFIED SETTING
 MP0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0654
 MP0654  HISTORY     - Date     Condition        Report By
 MP0654  HISTORY     - 1959     MONUMENTED       USGS
 MP0654
 MP0654                          STATION DESCRIPTION
 MP0654
 MP0654'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0654'LOCATED ABOUT 6.0 MI. (AIRLINE) NW. OF SAVERY, WYOMING, AND ABOUT
 MP0654'5.0 MI. (AIRLINE) W. OF THE CONFLUENCE OF SAVERY AND LOCO SPRING
 MP0654'CREEK.  ON A TOP ALONG A RIDGE RUNNING W. FROM A PROMINENT MOUNTAIN.
 MP0654'
 MP0654'TO REACH FROM SAVERY, WYOMING, GO NE. ALONG GRADED RD. 1.1 MI. TO
 MP0654'A Y-RD., TAKE LEFT FORK 7.7 MI. N. TO A Y-RD., TAKE LEFT FORK W. 1.3
 MP0654'MI. TO A Y-RD., TAKE LEFT FORK 0.2 MI. TO A DIM RD. W. ALONG TOP OF
 MP0654'RIDGE, FOLLOW DIM RD. ALONG TOP OF RIDGE 1.0 MI. TO A TOP AND STATION
 MP0654'SITE.
 MP0654'
 MP0654'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---DUTCH ET
 MP0654'1959---, WELDED ONTO TOP OF A 2 IN. IRON PIPE PROTRUDING 0.2 FT.
 MP0654'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1039 ***********************************************************************
 PY1039  DESIGNATION -  DWU
 PY1039  PID         -  PY1039
 PY1039  STATE/COUNTY-  WY/PARK
 PY1039  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1039
 PY1039                         *CURRENT SURVEY CONTROL
 PY1039  ___________________________________________________________________
 PY1039* NAD 83(1986)-  44 55 13.     (N)    110 24 11.     (W)     SCALED    
 PY1039* NAVD 88     -      1856.658  (meters)    6091.39   (feet)  ADJUSTED  
 PY1039  ___________________________________________________________________
 PY1039  GEOID HEIGHT-          -8.40  (meters)                     GEOID03
 PY1039  DYNAMIC HT  -        1855.654 (meters)    6088.09  (feet)  COMP
 PY1039  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 PY1039
 PY1039  VERT ORDER  -  FIRST     CLASS II
 PY1039
 PY1039.The horizontal coordinates were scaled from a topographic map and have
 PY1039.an estimated accuracy of +/- 6 seconds.
 PY1039
 PY1039.The orthometric height was determined by differential leveling
 PY1039.and adjusted by the National Geodetic Survey in June 1991..
 PY1039
 PY1039.The geoid height was determined by GEOID03.
 PY1039
 PY1039.The dynamic height is computed by dividing the NAVD 88
 PY1039.geopotential number by the normal gravity value computed on the
 PY1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1039.degrees latitude (g = 980.6199 gals.).
 PY1039
 PY1039.The modeled gravity was interpolated from observed gravity values.
 PY1039
 PY1039;                    North         East    Units  Estimated Accuracy
 PY1039;SPC WYWC     -   492,340.      469,490.      MT  (+/- 180 meters Scaled)
 PY1039
 PY1039                          SUPERSEDED SURVEY CONTROL
 PY1039
 PY1039  NGVD 29 (08/20/92) 1855.403  (m)         6087.27   (f) ADJUSTED    1 2
 PY1039
 PY1039.Superseded values are not recommended for survey control.
 PY1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1039.See file dsdata.txt to determine how the superseded data were derived.
 PY1039
 PY1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ471742(NAD 83)
 PY1039_MARKER: DB = BENCH MARK DISK
 PY1039_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY1039+WITH SETTING: PAVEMENT
 PY1039_SP_SET: BRIDGE WALKWAY
 PY1039_STAMPING: DWU
 PY1039_MARK LOGO: BPR   
 PY1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1039+STABILITY: SURFACE MOTION
 PY1039
 PY1039  HISTORY     - Date     Condition        Report By
 PY1039  HISTORY     - UNK      MONUMENTED       BPR
 PY1039  HISTORY     - 1987     GOOD             NGS
 PY1039
 PY1039                          STATION DESCRIPTION
 PY1039
 PY1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1039'1.2 KM (0.75 MI) EAST FROM TOWER JUNCTION.
 PY1039'1.2 KM (0.75 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1039'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN THE
 PY1039'EAST END OF THE NORTH WALKWAY OF A HIGHWAY BRIDGE SPANNING THE
 PY1039'YELLOWSTONE RIVER, AND 6.1 M (20.0 FT) NORTH OF THE CENTERLINE OF THE
 PY1039'HIGHWAY.
 PY1039'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0506 ***********************************************************************
 NQ0506  DESIGNATION -  DWYER
 NQ0506  PID         -  NQ0506
 NQ0506  STATE/COUNTY-  WY/PLATTE
 NQ0506  USGS QUAD   -  DWYER (1990)
 NQ0506
 NQ0506                         *CURRENT SURVEY CONTROL
 NQ0506  ___________________________________________________________________
 NQ0506* NAD 83(1993)-  42 13 20.64830(N)    104 58 32.84906(W)     ADJUSTED  
 NQ0506* NAVD 88     -      1485.     (meters)    4872.     (feet)  SCALED    
 NQ0506  ___________________________________________________________________
 NQ0506  LAPLACE CORR-          -9.00  (seconds)                    DEFLEC99
 NQ0506  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 NQ0506
 NQ0506  HORZ ORDER  -  SECOND
 NQ0506
 NQ0506.The horizontal coordinates were established by classical geodetic methods
 NQ0506.and adjusted by the National Geodetic Survey in January 1997..
 NQ0506
 NQ0506.The orthometric height was scaled from a topographic map.
 NQ0506
 NQ0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0506
 NQ0506.The geoid height was determined by GEOID03.
 NQ0506
 NQ0506;                    North         East     Units Scale Factor Converg.
 NQ0506;SPC WY E     -   191,297.246   215,757.993   MT  0.99994055   +0 07 41.8
 NQ0506;UTM  13      - 4,674,470.062   501,997.902   MT  0.99960005   +0 00 58.6
 NQ0506
 NQ0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0506!SPC WY E     -   0.99976939  x   0.99994055  =   0.99970996
 NQ0506!UTM  13      -   0.99976939  x   0.99960005  =   0.99936954
 NQ0506
 NQ0506:                Primary Azimuth Mark                     Grid Az
 NQ0506:SPC WY E     -  DWYER AZ MK                              016 19 40.6
 NQ0506:UTM  13      -  DWYER AZ MK                              016 26 23.8
 NQ0506
 NQ0506|---------------------------------------------------------------------|
 NQ0506| PID    Reference Object                     Distance      Geod. Az  |
 NQ0506|                                                           dddmmss.s |
 NQ0506| CP9222 DWYER AZ MK                                        0162722.4 |
 NQ0506| CP9223 DWYER RM 1                           15.349 METERS 09829     |
 NQ0506| CP9224 DWYER RM 2                           16.619 METERS 17805     |
 NQ0506|---------------------------------------------------------------------|
 NQ0506
 NQ0506                          SUPERSEDED SURVEY CONTROL
 NQ0506
 NQ0506  NAD 83(1986)-  42 13 20.62782(N)    104 58 32.84225(W) AD(       ) 2
 NQ0506  NAD 27      -  42 13 20.73480(N)    104 58 30.93880(W) AD(       ) 2
 NQ0506
 NQ0506.Superseded values are not recommended for survey control.
 NQ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0506.See file dsdata.txt to determine how the superseded data were derived.
 NQ0506
 NQ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0199874470(NAD 83)
 NQ0506_MARKER: DS = TRIANGULATION STATION DISK
 NQ0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0506
 NQ0506  HISTORY     - Date     Condition        Report By
 NQ0506  HISTORY     - 1963     MONUMENTED       CGS
 NQ0506
 NQ0506                          STATION DESCRIPTION
 NQ0506
 NQ0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0506'THE STATION IS LOCATED 12-1/4 MILES NORTH OF WHEATLAND, 1-1/2
 NQ0506'MILES SOUTHWEST OF THE DWYER RAILROAD DEPOT, NEAR THE CENTER
 NQ0506'OF SECTION 14 T26N R66W AND AT THE INTERSECTION OF A 3-WAY
 NQ0506'JUNCTION WITH U.S. HIGHWAY 87 AND U.S. HIGHWAY 26.
 NQ0506'
 NQ0506'TO REACH THE STATION FROM THE COURTHOUSE IN WHEATLAND, GO
 NQ0506'NORTH ON U.S. HIGHWAY 87 FOR 12.25 MILES TO THE JUNCTION OF
 NQ0506'U.S. HIGHWAY 26 AND THE STATION.
 NQ0506'
 NQ0506'THE STATION MARK IS A STANDARD DISK STAMPED DWYER 1963, SET
 NQ0506'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NQ0506'4-INCHES.  IT IS 129 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 NQ0506'26, 124 FEET EAST OF THE CENTER OF U.S. HIGHWAY 87 AND 6.0
 NQ0506'FEET SOUTHEAST OF THE WITNESS POST.
 NQ0506'
 NQ0506'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DWYER NO 1 1963,
 NQ0506'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NQ0506'PROJECTS 6-INCHES.  IT 92 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 NQ0506'26 AND 56.4 FEET SOUTHEAST OF THE WITNESS POST.
 NQ0506'
 NQ0506'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DWYER NO 2 1963,
 NQ0506'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NQ0506'PROJECTS 6-INCHES.  IT IS 84 FEET EAST OF THE CENTER OF U.S.
 NQ0506'HIGHWAY 87 AND 57.7 FEET SOUTHWEST OF THE WITNESS POST.
 NQ0506'
 NQ0506'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DWYER 1963, SET
 NQ0506'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NQ0506'2-INCHES.  IT IS 51 FEET SOUTHEAST OF THE CENTER OF U.S.
 NQ0506'HIGHWAY 26 AND 3.9 FEET SOUTH OF THE WITNESS POST.
 NQ0506'
 NQ0506'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST OF U.S.
 NQ0506'HIGHWAY 26 FOR 0.9 MILE TO THE MARK ON THE RIGHT.
 NQ0506'
 NQ0506'DIST. BETWEEN R.M.S 67.18 FT. 20.478 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ1669 ***********************************************************************
 AJ1669  DESIGNATION -  DYJ 11226
 AJ1669  PID         -  AJ1669
 AJ1669  STATE/COUNTY-  WY/PARK
 AJ1669  USGS QUAD   -  SLEEPERS RANCH (1985)
 AJ1669
 AJ1669                         *CURRENT SURVEY CONTROL
 AJ1669  ___________________________________________________________________
 AJ1669* NAD 83(1993)-  44 16 16.13015(N)    108 52 25.29949(W)     ADJUSTED  
 AJ1669* NAVD 88     -      1800.4    (meters)    5907.     (feet)  GPS OBS   
 AJ1669  ___________________________________________________________________
 AJ1669  X           -  -1,480,186.104 (meters)                     COMP
 AJ1669  Y           -  -4,329,755.542 (meters)                     COMP
 AJ1669  Z           -   4,430,963.191 (meters)                     COMP
 AJ1669  LAPLACE CORR-         -14.96  (seconds)                    DEFLEC99
 AJ1669  ELLIP HEIGHT-        1788.62  (meters)          (02/28/01) GPS OBS
 AJ1669  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 AJ1669
 AJ1669  HORZ ORDER  -  A
 AJ1669  ELLP ORDER  -  SECOND    CLASS I
 AJ1669
 AJ1669.The horizontal coordinates were established by GPS observations
 AJ1669.and adjusted by the National Geodetic Survey in February 2001..
 AJ1669
 AJ1669.The orthometric height was determined by GPS observations and a
 AJ1669.high-resolution geoid model.
 AJ1669
 AJ1669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1669
 AJ1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1669
 AJ1669.The ellipsoidal height was determined by GPS observations
 AJ1669.and is referenced to NAD 83.
 AJ1669
 AJ1669.The geoid height was determined by GEOID03.
 AJ1669
 AJ1669;                    North         East     Units Scale Factor Converg.
 AJ1669;SPC WYWC     -   418,883.376   590,124.862   MT  0.99993870   -0 05 10.8
 AJ1669;UTM  12      - 4,904,187.853   669,697.434   MT  0.99995417   +1 29 04.7
 AJ1669
 AJ1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1669!SPC WYWC     -   0.99971962  x   0.99993870  =   0.99965834
 AJ1669!UTM  12      -   0.99971962  x   0.99995417  =   0.99967381
 AJ1669
 AJ1669                          SUPERSEDED SURVEY CONTROL
 AJ1669
 AJ1669.No superseded survey control is available for this station.
 AJ1669
 AJ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6969704188(NAD 83)
 AJ1669_MARKER: DD = SURVEY DISK
 AJ1669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ1669_STAMPING: DYJ 11226
 AJ1669_MARK LOGO: NONE  
 AJ1669_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1669+STABILITY: SURFACE MOTION
 AJ1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1669+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1669
 AJ1669  HISTORY     - Date     Condition        Report By
 AJ1669  HISTORY     - 1999     MONUMENTED       ENGASS
 AJ1669
 AJ1669                          STATION DESCRIPTION
 AJ1669
 AJ1669'DESCRIBED BY ENGINEERING ASSOCIATES 1999 (KDJ)
 AJ1669'THE STATION IS LOCATED IN PARK COUNTY, WYOMING 19.6 MILES (31.5 KM) SE
 AJ1669'OF CODY, WYOMING AND 8.4 MILES (13.5 KM) NW OF MEETEETSE, WYOMING IN
 AJ1669'THE SW1/4 SW1/4 SECTION 27, T.50N., R.100W., 6TH P.M.  THE STATION IS
 AJ1669'AT THE INTERSECTION OF WYOMING HIGHWAY 120 AND THE MEETEETSE RIM.
 AJ1669'OWNERSHIP-- U.S.  DEPT OF THE INTERIOR, BUREAU OF LAND MANAGEMENT. TO
 AJ1669'REACH THE STATION FROM THE INTERSECTION OF WYOMING HIGHWAY 120 AND
 AJ1669'PARK COUNTY ROAD 3LE (AKA LOWER GREYBULL RIVER ROAD OR THE BURLINGTON
 AJ1669'- MEETEETSE ROAD) , SAID INTERSECTION BEING 5 MILES (8.0 KM) NW OF
 AJ1669'MEETEETSE AND 23 MILES (37.0 KM) SE OF CODY ON WYOMING HIGHWAY 120,
 AJ1669'TRAVEL NORTHWEST 3.4 MILES (5.5 KM) ALONG WYOMING HIGHWAY 120 TO A
 AJ1669'GRAVELLED APPOROACH 270 FEET (82.3 M) SOUTH OF A WYDOT REMOTE WEATHER
 AJ1669'STATION ON THE EAST SIDE OF THE HIGHWAY, PPROCEED NORTH ALONG THE
 AJ1669'HIGHWAY RIGHT OF WAY FENCE TO THE STATION.  THE STATION IS A 3.5 INCH
 AJ1669'DIAMETER ALUMINUM CAP ON A 1.8 METER (5.9 FT) STAINLESS STEEL DRIVE
 AJ1669'BERNTSEN ROD WITH A 12 INCH DIAMETER CONCRETE AND ROCK COLLAR.  THE
 AJ1669'CAP IS STAMPED DYJ 11226.  THE CAP IS FLUSH TO THE GROUND AND 3.7 FEET
 AJ1669'(1.1 M) WEST OF THE RIGHT OF WAY FENCE AND 56.5 FEET (17.2 M) NORTH OF
 AJ1669'THE WYDOT WEATHER STATION BASE.  DESCRIBED BY KEVIN D. JONES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0344 ***********************************************************************
 MO0344  DESIGNATION -  E 1
 MO0344  PID         -  MO0344
 MO0344  STATE/COUNTY-  WY/LARAMIE
 MO0344  USGS QUAD   -  MC DONALD RANCH (1976)
 MO0344
 MO0344                         *CURRENT SURVEY CONTROL
 MO0344  ___________________________________________________________________
 MO0344* NAD 83(1986)-  41 39 18.     (N)    105 02 47.     (W)     SCALED    
 MO0344* NAVD 88     -      1764.845  (meters)    5790.16   (feet)  ADJUSTED  
 MO0344  ___________________________________________________________________
 MO0344  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 MO0344  DYNAMIC HT  -        1763.452 (meters)    5785.59  (feet)  COMP
 MO0344  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 MO0344
 MO0344  VERT ORDER  -  FIRST     CLASS II
 MO0344
 MO0344.The horizontal coordinates were scaled from a topographic map and have
 MO0344.an estimated accuracy of +/- 6 seconds.
 MO0344
 MO0344.The orthometric height was determined by differential leveling
 MO0344.and adjusted by the National Geodetic Survey in June 1991..
 MO0344
 MO0344.The geoid height was determined by GEOID03.
 MO0344
 MO0344.The dynamic height is computed by dividing the NAVD 88
 MO0344.geopotential number by the normal gravity value computed on the
 MO0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0344.degrees latitude (g = 980.6199 gals.).
 MO0344
 MO0344.The modeled gravity was interpolated from observed gravity values.
 MO0344
 MO0344;                    North         East    Units  Estimated Accuracy
 MO0344;SPC WY E     -   128,270.      210,020.      MT  (+/- 180 meters Scaled)
 MO0344
 MO0344                          SUPERSEDED SURVEY CONTROL
 MO0344
 MO0344  NGVD 29 (??/??/92) 1763.878  (m)         5786.99   (f) ADJ UNCH    1 2
 MO0344
 MO0344.Superseded values are not recommended for survey control.
 MO0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0344.See file dsdata.txt to determine how the superseded data were derived.
 MO0344
 MO0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG961114(NAD 83)
 MO0344_MARKER: Z = SEE DESCRIPTION
 MO0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0344_SP_SET: SANDSTONE
 MO0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0344+STABILITY: SURFACE MOTION
 MO0344
 MO0344  HISTORY     - Date     Condition        Report By
 MO0344  HISTORY     - UNK      MONUMENTED       CGS
 MO0344  HISTORY     - 1954     GOOD             NGS
 MO0344
 MO0344                          STATION DESCRIPTION
 MO0344
 MO0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0344'12.4 MI NE FROM FARTHING.
 MO0344'12.4 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0344'FROM THE STATION AT FARTHING, 4 RAILS NORTHEAST OF A PRIVATE
 MO0344'ROAD CROSSING, 48.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 36
 MO0344'FEET NORTH OF A TELEPHONE POLE, 12 FEET NORTHWEST OF A FENCE,
 MO0344'2.3 FEET NORTHEAST OF A WITNESS POST, 8 FEET BELOW THE TOP OF
 MO0344'THE RAILS, IN THE TOP OF A SANDSTONE POST WHICH PROJECTS 0.1 FOOT
 MO0344'ABOVE THE GROUND, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0046 ***********************************************************************
 PY0046  DESIGNATION -  E 10
 PY0046  PID         -  PY0046
 PY0046  STATE/COUNTY-  WY/TETON
 PY0046  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0046
 PY0046                         *CURRENT SURVEY CONTROL
 PY0046  ___________________________________________________________________
 PY0046* NAD 83(1986)-  44 27 37.     (N)    110 49 43.     (W)     SCALED    
 PY0046* NAVD 88     -      2247.023  (meters)    7372.11   (feet)  POSTED    
 PY0046  ___________________________________________________________________
 PY0046  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PY0046  DYNAMIC HT  -        2245.570 (meters)    7367.34  (feet)  COMP
 PY0046  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 PY0046
 PY0046  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0046
 PY0046.The horizontal coordinates were scaled from a topographic map and have
 PY0046.an estimated accuracy of +/- 6 seconds.
 PY0046
 PY0046.The orthometric height was determined by differential leveling
 PY0046.and adjusted by the National Geodetic Survey in 1992..
 PY0046.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0046.rate of 3.1 thru 4.0 mm/km.
 PY0046
 PY0046.The geoid height was determined by GEOID03.
 PY0046
 PY0046.The dynamic height is computed by dividing the NAVD 88
 PY0046.geopotential number by the normal gravity value computed on the
 PY0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0046.degrees latitude (g = 980.6199 gals.).
 PY0046
 PY0046.The modeled gravity was interpolated from observed gravity values.
 PY0046
 PY0046;                    North         East    Units  Estimated Accuracy
 PY0046;SPC WY W     -   540,160.      740,690.      MT  (+/- 180 meters Scaled)
 PY0046
 PY0046                          SUPERSEDED SURVEY CONTROL
 PY0046
 PY0046  NGVD 29 (??/??/92) 2245.354  (m)         7366.63   (f) ADJ UNCH    2 0
 PY0046
 PY0046.Superseded values are not recommended for survey control.
 PY0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0046.See file dsdata.txt to determine how the superseded data were derived.
 PY0046
 PY0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ136230(NAD 83)
 PY0046_MARKER: DB = BENCH MARK DISK
 PY0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0046_STAMPING: 7366.567 E 10 1923
 PY0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0046+STABILITY: SURFACE MOTION
 PY0046
 PY0046  HISTORY     - Date     Condition        Report By
 PY0046  HISTORY     - 1923     MONUMENTED       CGS
 PY0046  HISTORY     - 1934     GOOD             NGS
 PY0046
 PY0046                          STATION DESCRIPTION
 PY0046
 PY0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0046'IN OLD FAITHFUL.
 PY0046'AT OLD FAITHFUL, YELLOWSTONE NATIONAL PARK, 75 YARDS NORTHEAST OF THE
 PY0046'NINETEENTH MILEPOST FROM THUMB RANGER STATION, 50 YARDS SOUTHWEST OF
 PY0046'THE CRATER OF OLD FAITHFUL GEYSER, AND AT THE CENTER OF A PARKING
 PY0046'SPACE.  A STANDARD DISK, STAMPED 7366.567 E 10 1923 AND SET IN THE TOP
 PY0046'OF A CONCRETE POST PROJECTING 17 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0088 ***********************************************************************
 OU0088  DESIGNATION -  E 100
 OU0088  PID         -  OU0088
 OU0088  STATE/COUNTY-  WY/NIOBRARA
 OU0088  USGS QUAD   -  TELEPHONE DRAW (1981)
 OU0088
 OU0088                         *CURRENT SURVEY CONTROL
 OU0088  ___________________________________________________________________
 OU0088* NAD 83(1986)-  43 05 58.     (N)    104 22 51.     (W)     SCALED    
 OU0088* NAVD 88     -      1298.872  (meters)    4261.38   (feet)  ADJUSTED  
 OU0088  ___________________________________________________________________
 OU0088  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 OU0088  DYNAMIC HT  -        1298.233 (meters)    4259.29  (feet)  COMP
 OU0088  MODELED GRAV-     980,081.8   (mgal)                       NAVD 88
 OU0088
 OU0088  VERT ORDER  -  SECOND    CLASS 0
 OU0088
 OU0088.The horizontal coordinates were scaled from a topographic map and have
 OU0088.an estimated accuracy of +/- 6 seconds.
 OU0088
 OU0088.The orthometric height was determined by differential leveling
 OU0088.and adjusted by the National Geodetic Survey in June 1991..
 OU0088
 OU0088.The geoid height was determined by GEOID03.
 OU0088
 OU0088.The dynamic height is computed by dividing the NAVD 88
 OU0088.geopotential number by the normal gravity value computed on the
 OU0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0088.degrees latitude (g = 980.6199 gals.).
 OU0088
 OU0088.The modeled gravity was interpolated from observed gravity values.
 OU0088
 OU0088;                    North         East    Units  Estimated Accuracy
 OU0088;SPC WY E     -   289,000.      263,970.      MT  (+/- 180 meters Scaled)
 OU0088
 OU0088                          SUPERSEDED SURVEY CONTROL
 OU0088
 OU0088  NGVD 29 (??/??/92) 1298.216  (m)         4259.23   (f) ADJ UNCH    2 0
 OU0088
 OU0088.Superseded values are not recommended for survey control.
 OU0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0088.See file dsdata.txt to determine how the superseded data were derived.
 OU0088
 OU0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH503720(NAD 83)
 OU0088_MARKER: DB = BENCH MARK DISK
 OU0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0088_STAMPING: E 100 1956
 OU0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0088+STABILITY: SURFACE MOTION
 OU0088
 OU0088  HISTORY     - Date     Condition        Report By
 OU0088  HISTORY     - 1956     MONUMENTED       CGS
 OU0088  HISTORY     - 1957     GOOD             NGS
 OU0088
 OU0088                          STATION DESCRIPTION
 OU0088
 OU0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0088'25.9 MI N FROM LUSK.
 OU0088'25.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0088'LUSK, THENCE 0.9 MILE WEST ALONG A TRACK ROAD, BETWEEN 2 SMALL
 OU0088'HILLS, 350 FEET SOUTHWEST OF A PROMINENT HILL, 64 FEET SOUTH OF
 OU0088'THE CENTER LINE OF A TRACK ROAD, 2.6 FEET EAST OF A FENCE, 2.2
 OU0088'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OU0088'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN SECTION 13, TOWNSHIP
 OU0088'36 NORTH, RANGE 63 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0636 ***********************************************************************
 MO0636  DESIGNATION -  E 101
 MO0636  PID         -  MO0636
 MO0636  STATE/COUNTY-  WY/ALBANY
 MO0636  USGS QUAD   -  MILLER (1978)
 MO0636
 MO0636                         *CURRENT SURVEY CONTROL
 MO0636  ___________________________________________________________________
 MO0636* NAD 83(1986)-  41 18 47.     (N)    105 50 08.     (W)     SCALED    
 MO0636* NAVD 88     -      2274.842  (meters)    7463.38   (feet)  ADJUSTED  
 MO0636  ___________________________________________________________________
 MO0636  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 MO0636  DYNAMIC HT  -        2272.819 (meters)    7456.74  (feet)  COMP
 MO0636  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 MO0636
 MO0636  VERT ORDER  -  FIRST     CLASS II
 MO0636
 MO0636.The horizontal coordinates were scaled from a topographic map and have
 MO0636.an estimated accuracy of +/- 6 seconds.
 MO0636
 MO0636.The orthometric height was determined by differential leveling
 MO0636.and adjusted by the National Geodetic Survey in June 1991..
 MO0636
 MO0636.The geoid height was determined by GEOID03.
 MO0636
 MO0636.The dynamic height is computed by dividing the NAVD 88
 MO0636.geopotential number by the normal gravity value computed on the
 MO0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0636.degrees latitude (g = 980.6199 gals.).
 MO0636
 MO0636.The modeled gravity was interpolated from observed gravity values.
 MO0636
 MO0636;                    North         East    Units  Estimated Accuracy
 MO0636;SPC WY E     -    90,500.      143,990.      MT  (+/- 180 meters Scaled)
 MO0636
 MO0636                          SUPERSEDED SURVEY CONTROL
 MO0636
 MO0636  NGVD 29 (??/??/92) 2273.737  (m)         7459.75   (f) ADJ UNCH    1 2
 MO0636
 MO0636.Superseded values are not recommended for survey control.
 MO0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0636.See file dsdata.txt to determine how the superseded data were derived.
 MO0636
 MO0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF300738(NAD 83)
 MO0636_MARKER: DB = BENCH MARK DISK
 MO0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0636_STAMPING: E 101 1956
 MO0636_MARK LOGO: CGS   
 MO0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0636+STABILITY: SURFACE MOTION
 MO0636
 MO0636  HISTORY     - Date     Condition        Report By
 MO0636  HISTORY     - 1956     MONUMENTED       CGS
 MO0636  HISTORY     - 19990824 GOOD             WYDT
 MO0636
 MO0636                          STATION DESCRIPTION
 MO0636
 MO0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0636'13 MI W FROM LARAMIE.
 MO0636'13.0 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0636'RAILROAD FROM THE STATION AT LARAMIE, 36 FEET NORTH OF THE NORTH
 MO0636'RAIL, 11 FEET NORTH OF THE 3RD POLE EAST OF MILEPOST 13, 2.4
 MO0636'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0636'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 32, TOWNSHIP
 MO0636'16 NORTH, RANGE 75 WEST.
 MO0636
 MO0636                          STATION RECOVERY (1999)
 MO0636
 MO0636'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0636'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0636'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MO0636'GOOD CONDITION.  THE RAILROAD TRACKS ARE BEING REMOVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0093 ***********************************************************************
 MP0093  DESIGNATION -  E 102
 MP0093  PID         -  MP0093
 MP0093  STATE/COUNTY-  WY/ALBANY
 MP0093  USGS QUAD   -  FOXPARK (1992)
 MP0093
 MP0093                         *CURRENT SURVEY CONTROL
 MP0093  ___________________________________________________________________
 MP0093* NAD 83(1986)-  41 03 29.     (N)    106 08 05.     (W)     SCALED    
 MP0093* NAVD 88     -      2744.867  (meters)    9005.45   (feet)  ADJUSTED  
 MP0093  ___________________________________________________________________
 MP0093  GEOID HEIGHT-         -10.78  (meters)                     GEOID03
 MP0093  DYNAMIC HT  -        2742.153 (meters)    8996.55  (feet)  COMP
 MP0093  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 MP0093
 MP0093  VERT ORDER  -  FIRST     CLASS II
 MP0093
 MP0093.The horizontal coordinates were scaled from a topographic map and have
 MP0093.an estimated accuracy of +/- 6 seconds.
 MP0093
 MP0093.The orthometric height was determined by differential leveling
 MP0093.and adjusted by the National Geodetic Survey in June 1991..
 MP0093
 MP0093.The geoid height was determined by GEOID03.
 MP0093
 MP0093.The dynamic height is computed by dividing the NAVD 88
 MP0093.geopotential number by the normal gravity value computed on the
 MP0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0093.degrees latitude (g = 980.6199 gals.).
 MP0093
 MP0093.The modeled gravity was interpolated from observed gravity values.
 MP0093
 MP0093;                    North         East    Units  Estimated Accuracy
 MP0093;SPC WY E     -    62,420.      118,630.      MT  (+/- 180 meters Scaled)
 MP0093
 MP0093                          SUPERSEDED SURVEY CONTROL
 MP0093
 MP0093  NGVD 29 (??/??/92) 2743.574  (m)         9001.21   (f) ADJ UNCH    1 2
 MP0093
 MP0093.Superseded values are not recommended for survey control.
 MP0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0093.See file dsdata.txt to determine how the superseded data were derived.
 MP0093
 MP0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF046458(NAD 83)
 MP0093_MARKER: DB = BENCH MARK DISK
 MP0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0093_STAMPING: E 102 1956
 MP0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0093+STABILITY: SURFACE MOTION
 MP0093
 MP0093  HISTORY     - Date     Condition        Report By
 MP0093  HISTORY     - 1956     MONUMENTED       CGS
 MP0093
 MP0093                          STATION DESCRIPTION
 MP0093
 MP0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0093'2.7 MI SE FROM FOXPARK.
 MP0093'2.7 MILES SOUTHEAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0093'RAILROAD FROM THE STATION AT FOXPARK, 12 1/2 POLES SOUTHEAST OF
 MP0093'MILEPOST 57, 24.3 FEET SOUTH OF THE SOUTH RAIL, 3.5 FEET SOUTH OF A
 MP0093'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MP0093'FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 13
 MP0093'NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0120 ***********************************************************************
 MQ0120  DESIGNATION -  E 103
 MQ0120  PID         -  MQ0120
 MQ0120  STATE/COUNTY-  WY/SWEETWATER
 MQ0120  USGS QUAD   -  NORTH BAXTER (1978)
 MQ0120
 MQ0120                         *CURRENT SURVEY CONTROL
 MQ0120  ___________________________________________________________________
 MQ0120* NAD 83(1986)-  41 37 54.     (N)    109 02 22.     (W)     SCALED    
 MQ0120* NAVD 88     -      1934.820  (meters)    6347.82   (feet)  ADJUSTED  
 MQ0120  ___________________________________________________________________
 MQ0120  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 MQ0120  DYNAMIC HT  -        1933.216 (meters)    6342.56  (feet)  COMP
 MQ0120  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 MQ0120
 MQ0120  VERT ORDER  -  FIRST     CLASS II
 MQ0120
 MQ0120.The horizontal coordinates were scaled from a topographic map and have
 MQ0120.an estimated accuracy of +/- 6 seconds.
 MQ0120
 MQ0120.The orthometric height was determined by differential leveling
 MQ0120.and adjusted by the National Geodetic Survey in June 1991..
 MQ0120
 MQ0120.The geoid height was determined by GEOID03.
 MQ0120
 MQ0120.The dynamic height is computed by dividing the NAVD 88
 MQ0120.geopotential number by the normal gravity value computed on the
 MQ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0120.degrees latitude (g = 980.6199 gals.).
 MQ0120
 MQ0120.The modeled gravity was interpolated from observed gravity values.
 MQ0120
 MQ0120;                    North         East    Units  Estimated Accuracy
 MQ0120;SPC WYWC     -   125,710.      575,880.      MT  (+/- 180 meters Scaled)
 MQ0120
 MQ0120                          SUPERSEDED SURVEY CONTROL
 MQ0120
 MQ0120  NGVD 29 (06/08/92) 1933.552  (m)         6343.66   (f) ADJUSTED    1 2
 MQ0120
 MQ0120.Superseded values are not recommended for survey control.
 MQ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0120.See file dsdata.txt to determine how the superseded data were derived.
 MQ0120
 MQ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM633107(NAD 83)
 MQ0120_MARKER: DB = BENCH MARK DISK
 MQ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0120_STAMPING: E 103 1956
 MQ0120_MARK LOGO: CGS   
 MQ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0120+STABILITY: SURFACE MOTION
 MQ0120
 MQ0120  HISTORY     - Date     Condition        Report By
 MQ0120  HISTORY     - 1956     MONUMENTED       CGS
 MQ0120  HISTORY     - 1983     GOOD             NGS
 MQ0120
 MQ0120                          STATION DESCRIPTION
 MQ0120
 MQ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0120'10.2 MI E FROM ROCK SPRINGS.
 MQ0120'10.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0120'ROCK SPRINGS, 8 POLES EAST OF MILEPOST 792, 86 FEET NORTH OF THE NORTH
 MQ0120'RAIL OF THE NORTH TRACK, 70 FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET
 MQ0120'NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MQ0120'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 MQ0120'NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 19 NORTH, RANGE 103 WEST.
 MQ0120
 MQ0120                          STATION RECOVERY (1983)
 MQ0120
 MQ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0009 ***********************************************************************
 NQ0009  DESIGNATION -  E 104
 NQ0009  PID         -  NQ0009
 NQ0009  STATE/COUNTY-  WY/NIOBRARA
 NQ0009  USGS QUAD   -  VAN TASSELL (1977)
 NQ0009
 NQ0009                         *CURRENT SURVEY CONTROL
 NQ0009  ___________________________________________________________________
 NQ0009* NAD 83(1986)-  42 40 09.     (N)    104 07 18.     (W)     SCALED    
 NQ0009* NAVD 88     -      1449.779  (meters)    4756.48   (feet)  ADJUSTED  
 NQ0009  ___________________________________________________________________
 NQ0009  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 NQ0009  DYNAMIC HT  -        1448.927 (meters)    4753.69  (feet)  COMP
 NQ0009  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 NQ0009
 NQ0009  VERT ORDER  -  FIRST     CLASS II
 NQ0009
 NQ0009.The horizontal coordinates were scaled from a topographic map and have
 NQ0009.an estimated accuracy of +/- 6 seconds.
 NQ0009
 NQ0009.The orthometric height was determined by differential leveling
 NQ0009.and adjusted by the National Geodetic Survey in June 1991..
 NQ0009
 NQ0009.The geoid height was determined by GEOID03.
 NQ0009
 NQ0009.The dynamic height is computed by dividing the NAVD 88
 NQ0009.geopotential number by the normal gravity value computed on the
 NQ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0009.degrees latitude (g = 980.6199 gals.).
 NQ0009
 NQ0009.The modeled gravity was interpolated from observed gravity values.
 NQ0009
 NQ0009;                    North         East    Units  Estimated Accuracy
 NQ0009;SPC WY E     -   241,430.      285,660.      MT  (+/- 180 meters Scaled)
 NQ0009
 NQ0009                          SUPERSEDED SURVEY CONTROL
 NQ0009
 NQ0009  NGVD 29 (??/??/92) 1449.079  (m)         4754.19   (f) ADJ UNCH    1 2
 NQ0009
 NQ0009.Superseded values are not recommended for survey control.
 NQ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0009.See file dsdata.txt to determine how the superseded data were derived.
 NQ0009
 NQ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH719244(NAD 83)
 NQ0009_MARKER: DB = BENCH MARK DISK
 NQ0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0009_SP_SET: BRIDGE
 NQ0009_STAMPING: E 104 1954
 NQ0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0009
 NQ0009  HISTORY     - Date     Condition        Report By
 NQ0009  HISTORY     - 1954     MONUMENTED       CGS
 NQ0009
 NQ0009                          STATION DESCRIPTION
 NQ0009
 NQ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0009'1.6 MI W FROM VAN TASSELL.
 NQ0009'1.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0009'FROM THE STATION AT VAN TASSELL, 6 FEET SOUTH OF THE SOUTH RAIL,
 NQ0009'1 POLE WEST OF MILEPOST 473, 1 FOOT BELOW THE TOP OF THE RAILS,
 NQ0009'SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A STEEL
 NQ0009'GIRDER BRIDGE.  IN THE NORTHWEST 1/4 OF SECTION 18, TOWNSHIP
 NQ0009'31 NORTH, RANGE 60 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0786 ***********************************************************************
 NQ0786  DESIGNATION -  E 105 RESET
 NQ0786  PID         -  NQ0786
 NQ0786  STATE/COUNTY-  WY/NIOBRARA
 NQ0786  USGS QUAD   -  BILLS CREEK (1981)
 NQ0786
 NQ0786                         *CURRENT SURVEY CONTROL
 NQ0786  ___________________________________________________________________
 NQ0786* NAD 83(1986)-  42 45 41.     (N)    104 44 12.     (W)     SCALED    
 NQ0786* NAVD 88     -      1617.53   (+/-2cm)    5306.8    (feet)  VERTCON   
 NQ0786  ___________________________________________________________________
 NQ0786  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0786
 NQ0786  VERT ORDER  -  THIRD (See Below)
 NQ0786
 NQ0786.The horizontal coordinates were scaled from a topographic map and have
 NQ0786.an estimated accuracy of +/- 6 seconds.
 NQ0786
 NQ0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0786.The vertical order pertains to the NGVD 29 superseded value.
 NQ0786
 NQ0786.The geoid height was determined by GEOID03.
 NQ0786
 NQ0786;                    North         East    Units  Estimated Accuracy
 NQ0786;SPC WY E     -   251,240.      235,200.      MT  (+/- 180 meters Scaled)
 NQ0786
 NQ0786                          SUPERSEDED SURVEY CONTROL
 NQ0786
 NQ0786  NGVD 29 (03/28/06) 1616.76   (m)         5304.3    (f) RESET       3  
 NQ0786
 NQ0786.Superseded values are not recommended for survey control.
 NQ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0786.See file dsdata.txt to determine how the superseded data were derived.
 NQ0786
 NQ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH215343(NAD 83)
 NQ0786_MARKER: DV = VERTICAL CONTROL DISK
 NQ0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0786_SP_SET: CONCRETE POST
 NQ0786_STAMPING: E 105 RESET 1980
 NQ0786_MARK LOGO: NGS   
 NQ0786_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0786+STABILITY: SURFACE MOTION
 NQ0786
 NQ0786  HISTORY     - Date     Condition        Report By
 NQ0786  HISTORY     - 1980     MONUMENTED       NGS
 NQ0786
 NQ0786                          STATION DESCRIPTION
 NQ0786
 NQ0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0786'ABOUT 1.2 MILES (1.9 KM) EAST ALONG THE RAILROAD FROM THE RAILROAD
 NQ0786'CROSSING IN KEELINE, 6.4 MILES (10.3 KM) WEST ALONG THE RAILROAD FROM
 NQ0786'THE RAILROAD CROSSING IN MANVILLE, 15 MILES (24.1 KM) WEST OF MILE
 NQ0786'POST 506, SOUTH ACROSS US HIGHWAY 20 FROM TRACK, 176 FEET (53.6 M)
 NQ0786'SOUTH OF CENTER HIGHWAY 20, 123 FEET (37.5 M) WEST OF WEST 1 OF 2
 NQ0786'GATES, 0.8 FEET (24.4 CM) NORTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY
 NQ0786'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0159 ***********************************************************************
 MO0159  DESIGNATION -  E 108
 MO0159  PID         -  MO0159
 MO0159  STATE/COUNTY-  WY/LARAMIE
 MO0159  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO0159
 MO0159                         *CURRENT SURVEY CONTROL
 MO0159  ___________________________________________________________________
 MO0159* NAD 83(1986)-  41 10 46.     (N)    104 54 40.     (W)     SCALED    
 MO0159* NAVD 88     -      1906.062  (meters)    6253.47   (feet)  ADJUSTED  
 MO0159  ___________________________________________________________________
 MO0159  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 MO0159  DYNAMIC HT  -        1904.383 (meters)    6247.96  (feet)  COMP
 MO0159  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 MO0159
 MO0159  VERT ORDER  -  FIRST     CLASS II
 MO0159
 MO0159.The horizontal coordinates were scaled from a topographic map and have
 MO0159.an estimated accuracy of +/- 6 seconds.
 MO0159
 MO0159.The orthometric height was determined by differential leveling
 MO0159.and adjusted by the National Geodetic Survey in June 1991..
 MO0159
 MO0159.The geoid height was determined by GEOID03.
 MO0159
 MO0159.The dynamic height is computed by dividing the NAVD 88
 MO0159.geopotential number by the normal gravity value computed on the
 MO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0159.degrees latitude (g = 980.6199 gals.).
 MO0159
 MO0159.The modeled gravity was interpolated from observed gravity values.
 MO0159
 MO0159;                    North         East    Units  Estimated Accuracy
 MO0159;SPC WY E     -    75,480.      221,440.      MT  (+/- 180 meters Scaled)
 MO0159
 MO0159                          SUPERSEDED SURVEY CONTROL
 MO0159
 MO0159  NGVD 29 (??/??/92) 1905.017  (m)         6250.04   (f) ADJ UNCH    1 2
 MO0159
 MO0159.Superseded values are not recommended for survey control.
 MO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0159.See file dsdata.txt to determine how the superseded data were derived.
 MO0159
 MO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF074586(NAD 83)
 MO0159_MARKER: DB = BENCH MARK DISK
 MO0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0159_STAMPING: E 108 1954
 MO0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0159+STABILITY: SURFACE MOTION
 MO0159
 MO0159  HISTORY     - Date     Condition        Report By
 MO0159  HISTORY     - 1954     MONUMENTED       CGS
 MO0159  HISTORY     - 1984     GOOD             DMA
 MO0159
 MO0159                          STATION DESCRIPTION
 MO0159
 MO0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0159'6.1 MI NW FROM CHEYENNE.
 MO0159'0.6 MILE SOUTHWEST ALONG WEST 25TH STREET FROM THE STATE CAPITOL
 MO0159'BUILDING AT CHEYENNE, THENCE 5.5 MILES NORTHWEST ALONG THE COLORADO
 MO0159'AND SOUTHERN RAILROAD, 0.5 MILE WEST OF A GRAIN ELEVATOR, 94.4
 MO0159'FEET NORTH OF THE NORTH RAIL, 45 FEET SOUTH OF THE CENTER LINE OF
 MO0159'A ROAD, 3.4 FEET SOUTH OF A FENCE, 2.5 FEET NORTH OF A WITNESS
 MO0159'POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 MO0159'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MO0159
 MO0159                          STATION RECOVERY (1984)
 MO0159
 MO0159'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0503 ***********************************************************************
 MO0503  DESIGNATION -  E 109
 MO0503  PID         -  MO0503
 MO0503  STATE/COUNTY-  WY/LARAMIE
 MO0503  USGS QUAD   -  HORSE CREEK (1962)
 MO0503
 MO0503                         *CURRENT SURVEY CONTROL
 MO0503  ___________________________________________________________________
 MO0503* NAD 83(1986)-  41 26 51.     (N)    105 12 33.     (W)     SCALED    
 MO0503* NAVD 88     -      2010.622  (meters)    6596.52   (feet)  ADJUSTED  
 MO0503  ___________________________________________________________________
 MO0503  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 MO0503  DYNAMIC HT  -        2008.914 (meters)    6590.91  (feet)  COMP
 MO0503  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 MO0503
 MO0503  VERT ORDER  -  FIRST     CLASS II
 MO0503
 MO0503.The horizontal coordinates were scaled from a topographic map and have
 MO0503.an estimated accuracy of +/- 6 seconds.
 MO0503
 MO0503.The orthometric height was determined by differential leveling
 MO0503.and adjusted by the National Geodetic Survey in June 1991..
 MO0503
 MO0503.The geoid height was determined by GEOID03.
 MO0503
 MO0503.The dynamic height is computed by dividing the NAVD 88
 MO0503.geopotential number by the normal gravity value computed on the
 MO0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0503.degrees latitude (g = 980.6199 gals.).
 MO0503
 MO0503.The modeled gravity was interpolated from observed gravity values.
 MO0503
 MO0503;                    North         East    Units  Estimated Accuracy
 MO0503;SPC WY E     -   105,220.      196,450.      MT  (+/- 180 meters Scaled)
 MO0503
 MO0503                          SUPERSEDED SURVEY CONTROL
 MO0503
 MO0503  NGVD 29 (??/??/92) 2009.585  (m)         6593.11   (f) ADJ UNCH    1 2
 MO0503
 MO0503.Superseded values are not recommended for survey control.
 MO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0503.See file dsdata.txt to determine how the superseded data were derived.
 MO0503
 MO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF825884(NAD 83)
 MO0503_MARKER: DB = BENCH MARK DISK
 MO0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0503_SP_SET: CULVERT
 MO0503_STAMPING: E 109 1954
 MO0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0503
 MO0503  HISTORY     - Date     Condition        Report By
 MO0503  HISTORY     - 1954     MONUMENTED       CGS
 MO0503
 MO0503                          STATION DESCRIPTION
 MO0503
 MO0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0503'2.2 MI NW FROM HORSE CREEK.
 MO0503'2.2 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0503'FROM THE STATION AT HORSE CREEK, 0.4 MILE SOUTHEAST OF MILEPOST
 MO0503'155, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 20 FEET BELOW THE
 MO0503'TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE
 MO0503'SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0015 ***********************************************************************
 PY0015  CBN         -  This is a Cooperative Base Network Control Station.
 PY0015  DESIGNATION -  E 11 A 2
 PY0015  PID         -  PY0015
 PY0015  STATE/COUNTY-  WY/PARK
 PY0015  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0015
 PY0015                         *CURRENT SURVEY CONTROL
 PY0015  ___________________________________________________________________
 PY0015* NAD 83(1993)-  44 38 26.09065(N)    110 27 17.65891(W)     ADJUSTED  
 PY0015* NAVD 88     -      2346.528  (meters)    7698.57   (feet)  ADJUSTED  
 PY0015  ___________________________________________________________________
 PY0015  X           -  -1,589,183.165 (meters)                     COMP
 PY0015  Y           -  -4,260,683.241 (meters)                     COMP
 PY0015  Z           -   4,460,659.734 (meters)                     COMP
 PY0015  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 PY0015  ELLIP HEIGHT-        2337.88  (meters)          (09/07/01) GPS OBS
 PY0015  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0015  DYNAMIC HT  -        2344.997 (meters)    7693.54  (feet)  COMP
 PY0015  MODELED GRAV-     979,880.5   (mgal)                       NAVD 88
 PY0015
 PY0015  HORZ ORDER  -  B
 PY0015  VERT ORDER  -  FIRST     CLASS II
 PY0015  ELLP ORDER  -  FOURTH    CLASS I
 PY0015
 PY0015.The horizontal coordinates were established by GPS observations
 PY0015.and adjusted by the National Geodetic Survey in May 1992..
 PY0015
 PY0015.The orthometric height was determined by differential leveling
 PY0015.and adjusted by the National Geodetic Survey in June 1991..
 PY0015.WARNING-Repeat measurements at this control monument indicate possible
 PY0015.vertical movement.
 PY0015
 PY0015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0015
 PY0015.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0015
 PY0015.The ellipsoidal height was determined by GPS observations
 PY0015.and is referenced to NAD 83.
 PY0015
 PY0015.The geoid height was determined by GEOID03.
 PY0015
 PY0015.The dynamic height is computed by dividing the NAVD 88
 PY0015.geopotential number by the normal gravity value computed on the
 PY0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0015.degrees latitude (g = 980.6199 gals.).
 PY0015
 PY0015.The modeled gravity was interpolated from observed gravity values.
 PY0015
 PY0015;                    North         East     Units Scale Factor Converg.
 PY0015;SPC WYWC     -   461,339.445   464,744.025   MT  1.00016239   -1 11 53.3
 PY0015;UTM  12      - 4,943,169.231   543,229.557   MT  0.99962298   +0 22 58.9
 PY0015
 PY0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0015!SPC WYWC     -   0.99963357  x   1.00016239  =   0.99979590
 PY0015!UTM  12      -   0.99963357  x   0.99962298  =   0.99925669
 PY0015
 PY0015                          SUPERSEDED SURVEY CONTROL
 PY0015
 PY0015  ELLIP H (05/15/92) 2337.96   (m)                       GP(       ) 4 2
 PY0015  NAD 83(1986)-  44 38 26.08119(N)    110 27 17.64142(W) AD(       ) 1
 PY0015  NAVD 88 (05/28/92) 2346.53   (m)         7698.6    (f) LEVELING    3  
 PY0015  NGVD 29 (08/20/92) 2345.151  (m)         7694.05   (f) ADJUSTED    1 2
 PY0015
 PY0015.Superseded values are not recommended for survey control.
 PY0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0015.See file dsdata.txt to determine how the superseded data were derived.
 PY0015
 PY0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4323043169(NAD 83)
 PY0015_MARKER: DD = SURVEY DISK
 PY0015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0015_SP_SET: HEADWALL
 PY0015_STAMPING: E 11 A 2 1934 7691.6
 PY0015_MARK LOGO: CGS   
 PY0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0015+STABILITY: SURFACE MOTION
 PY0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0015+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0015
 PY0015  HISTORY     - Date     Condition        Report By
 PY0015  HISTORY     - 1934     MONUMENTED       BPR
 PY0015  HISTORY     - 1958     GOOD             USGS
 PY0015  HISTORY     - 1987     GOOD             NGS
 PY0015  HISTORY     - 1987     GOOD             NGS
 PY0015  HISTORY     - 1988     GOOD             USGS
 PY0015
 PY0015                          STATION DESCRIPTION
 PY0015
 PY0015'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0015'7.5 MI N FROM CANYON JUNCTION.
 PY0015'7.5 MILES NORTH ALONG THE LAKE CANYON ROAD, FROM LAKE JUNCTION, AT ELK
 PY0015'ANTLER CREEK AND IN THE CENTER OF THE NORTHEAST HEADWALL OF A MASONRY
 PY0015'CULVERT.  A STANDARD DISK STAMPED E-11 A 2 1934 - 7691.548.
 PY0015
 PY0015                          STATION RECOVERY (1987)
 PY0015
 PY0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0015'THE STATION WAS RECOVERED AT THIS DATE.
 PY0015'
 PY0015'THE STATION IS LOCATED IN THE NORTH CENTRAL SECTION OF YELLOWSTONE
 PY0015'NATIONAL PARK, ABOUT HALFWAY BETWEEN CANYON JUNCTION AND
 PY0015'YELLOWSTONE LAKE, AT A SMALL BRIDGE OVER ELK ANTLER CREEK.
 PY0015'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0015'
 PY0015'TO REACH THE STATION FROM CANYON JUNCTION IN YELLOWSTONE NATIONAL
 PY0015'PARK, GO SOUTHERLY FOR 12.8 KM (7.95 MI) ON THE PAVED ROAD TO A
 PY0015'SMALL BRIDGE OVER ELK ANTLER CREEK AND THE STATION ON THE LEFT.
 PY0015'
 PY0015'THE STATION IS A STANDARD CGS BENCH MARK DISK
 PY0015'STAMPED---E 11 A 2 1934 7691.6---,
 PY0015'SET INTO A DRILL HOLE IN THE TOP OF A ROCK AND MASONRY BRIDGE
 PY0015'HEADWALL PROJECTING 41 CM ABOVE THE ROAD SURFACE.  LOCATED
 PY0015'5.43 METERS (17.8 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 PY0015'OF PAVED ROAD AND
 PY0015'3.29 METERS (10.8 FT) NORTHWEST FROM A FIBERGLASS HIGHWAY REFLECTOR
 PY0015'POST.
 PY0015'
 PY0015'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0015'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0015'
 PY0015'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0015'
 PY0015'DESCRIBED BY G.M. RIVERS III.
 PY0015
 PY0015                          STATION RECOVERY (1987)
 PY0015
 PY0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0015'RECOVERED IN GOOD CONDITION.
 PY0015
 PY0015                          STATION RECOVERY (1988)
 PY0015
 PY0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0287 ***********************************************************************
 MO0287  DESIGNATION -  E 110
 MO0287  PID         -  MO0287
 MO0287  STATE/COUNTY-  WY/PLATTE
 MO0287  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0287
 MO0287                         *CURRENT SURVEY CONTROL
 MO0287  ___________________________________________________________________
 MO0287* NAD 83(1986)-  41 44 57.     (N)    104 50 01.     (W)     SCALED    
 MO0287* NAVD 88     -      1617.433  (meters)    5306.53   (feet)  ADJUSTED  
 MO0287  ___________________________________________________________________
 MO0287  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 MO0287  DYNAMIC HT  -        1616.228 (meters)    5302.57  (feet)  COMP
 MO0287  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 MO0287
 MO0287  VERT ORDER  -  FIRST     CLASS II
 MO0287
 MO0287.The horizontal coordinates were scaled from a topographic map and have
 MO0287.an estimated accuracy of +/- 6 seconds.
 MO0287
 MO0287.The orthometric height was determined by differential leveling
 MO0287.and adjusted by the National Geodetic Survey in June 1991..
 MO0287
 MO0287.The geoid height was determined by GEOID03.
 MO0287
 MO0287.The dynamic height is computed by dividing the NAVD 88
 MO0287.geopotential number by the normal gravity value computed on the
 MO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0287.degrees latitude (g = 980.6199 gals.).
 MO0287
 MO0287.The modeled gravity was interpolated from observed gravity values.
 MO0287
 MO0287;                    North         East    Units  Estimated Accuracy
 MO0287;SPC WY E     -   138,770.      227,700.      MT  (+/- 180 meters Scaled)
 MO0287
 MO0287                          SUPERSEDED SURVEY CONTROL
 MO0287
 MO0287  NGVD 29 (??/??/92) 1616.526  (m)         5303.55   (f) ADJ UNCH    1 2
 MO0287
 MO0287.Superseded values are not recommended for survey control.
 MO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0287.See file dsdata.txt to determine how the superseded data were derived.
 MO0287
 MO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG138219(NAD 83)
 MO0287_MARKER: DB = BENCH MARK DISK
 MO0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0287_STAMPING: E 110 1954
 MO0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0287+STABILITY: SURFACE MOTION
 MO0287
 MO0287  HISTORY     - Date     Condition        Report By
 MO0287  HISTORY     - 1954     MONUMENTED       CGS
 MO0287
 MO0287                          STATION DESCRIPTION
 MO0287
 MO0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0287'0.9 MI SW FROM CHUGWATER.
 MO0287'0.9 MILE SOUTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0287'THE STATION AT CHUGWATER, 0.2 MILE SOUTHWEST OF MILEPOST 188, AT
 MO0287'THE NORTH EDGE OF A GROVE OF TREES, 47 FEET NORTHWEST OF A FENCE,
 MO0287'52.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 12 FEET SOUTHEAST OF
 MO0287'A TELEPHONE POLE, 2.6 FEET EAST OF A WITNESS POST, SET IN THE
 MO0287'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0271 ***********************************************************************
 MO0271  DESIGNATION -  E 111
 MO0271  PID         -  MO0271
 MO0271  STATE/COUNTY-  WY/PLATTE
 MO0271  USGS QUAD   -  BORDEAUX (1990)
 MO0271
 MO0271                         *CURRENT SURVEY CONTROL
 MO0271  ___________________________________________________________________
 MO0271* NAD 83(1986)-  41 55 49.     (N)    104 50 19.     (W)     SCALED    
 MO0271* NAVD 88     -      1486.724  (meters)    4877.69   (feet)  ADJUSTED  
 MO0271  ___________________________________________________________________
 MO0271  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MO0271  DYNAMIC HT  -        1485.705 (meters)    4874.35  (feet)  COMP
 MO0271  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 MO0271
 MO0271  VERT ORDER  -  FIRST     CLASS II
 MO0271
 MO0271.The horizontal coordinates were scaled from a topographic map and have
 MO0271.an estimated accuracy of +/- 6 seconds.
 MO0271
 MO0271.The orthometric height was determined by differential leveling
 MO0271.and adjusted by the National Geodetic Survey in June 1991..
 MO0271
 MO0271.The geoid height was determined by GEOID03.
 MO0271
 MO0271.The dynamic height is computed by dividing the NAVD 88
 MO0271.geopotential number by the normal gravity value computed on the
 MO0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0271.degrees latitude (g = 980.6199 gals.).
 MO0271
 MO0271.The modeled gravity was interpolated from observed gravity values.
 MO0271
 MO0271;                    North         East    Units  Estimated Accuracy
 MO0271;SPC WY E     -   158,890.      227,210.      MT  (+/- 180 meters Scaled)
 MO0271
 MO0271                          SUPERSEDED SURVEY CONTROL
 MO0271
 MO0271  NGVD 29 (??/??/92) 1485.888  (m)         4874.95   (f) ADJ UNCH    1 2
 MO0271
 MO0271.Superseded values are not recommended for survey control.
 MO0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0271.See file dsdata.txt to determine how the superseded data were derived.
 MO0271
 MO0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG133420(NAD 83)
 MO0271_MARKER: DB = BENCH MARK DISK
 MO0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0271_STAMPING: E 111 1954
 MO0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0271+STABILITY: SURFACE MOTION
 MO0271
 MO0271  HISTORY     - Date     Condition        Report By
 MO0271  HISTORY     - 1954     MONUMENTED       CGS
 MO0271
 MO0271                          STATION DESCRIPTION
 MO0271
 MO0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0271'4.2 MI N FROM SLATER.
 MO0271'4.2 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 MO0271'POST OFFICE AT SLATER, 0.15 MILE SOUTHEAST OF MILEPOST 102, IN
 MO0271'LINE WITH A ROW OF TELEPHONE POLES, 0.5 MILE SOUTHWEST OF THE
 MO0271'TELEPHONE BOOTH AT BORDEAUX SIDING, 49.2 FEET NORTHEAST OF THE
 MO0271'NORTHEAST RAIL, 22.4 FEET SOUTHEAST OF A TELEPHONE POLE, 70 FEET
 MO0271'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 2.5 FEET
 MO0271'NORTHWEST OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS,
 MO0271'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 MO0271'THE GROUND, IN SECTION 25, TOWNSHIP 23 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0011 ***********************************************************************
 NQ0011  DESIGNATION -  E 112
 NQ0011  PID         -  NQ0011
 NQ0011  STATE/COUNTY-  WY/NIOBRARA
 NQ0011  USGS QUAD   -  MC MASTER RESERVOIR (1974)
 NQ0011
 NQ0011                         *CURRENT SURVEY CONTROL
 NQ0011  ___________________________________________________________________
 NQ0011* NAD 83(1986)-  42 40 28.     (N)    104 08 40.     (W)     SCALED    
 NQ0011* NAVD 88     -      1452.895  (meters)    4766.71   (feet)  ADJUSTED  
 NQ0011  ___________________________________________________________________
 NQ0011  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 NQ0011  DYNAMIC HT  -        1452.041 (meters)    4763.90  (feet)  COMP
 NQ0011  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 NQ0011
 NQ0011  VERT ORDER  -  FIRST     CLASS II
 NQ0011
 NQ0011.The horizontal coordinates were scaled from a topographic map and have
 NQ0011.an estimated accuracy of +/- 6 seconds.
 NQ0011
 NQ0011.The orthometric height was determined by differential leveling
 NQ0011.and adjusted by the National Geodetic Survey in June 1991..
 NQ0011
 NQ0011.The geoid height was determined by GEOID03.
 NQ0011
 NQ0011.The dynamic height is computed by dividing the NAVD 88
 NQ0011.geopotential number by the normal gravity value computed on the
 NQ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0011.degrees latitude (g = 980.6199 gals.).
 NQ0011
 NQ0011.The modeled gravity was interpolated from observed gravity values.
 NQ0011
 NQ0011;                    North         East    Units  Estimated Accuracy
 NQ0011;SPC WY E     -   242,000.      283,790.      MT  (+/- 180 meters Scaled)
 NQ0011
 NQ0011                          SUPERSEDED SURVEY CONTROL
 NQ0011
 NQ0011  NGVD 29 (??/??/92) 1452.194  (m)         4764.41   (f) ADJ UNCH    1 2
 NQ0011
 NQ0011.Superseded values are not recommended for survey control.
 NQ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0011.See file dsdata.txt to determine how the superseded data were derived.
 NQ0011
 NQ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH701250(NAD 83)
 NQ0011_MARKER: DB = BENCH MARK DISK
 NQ0011_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0011_SP_SET: ROCK LEDGE
 NQ0011_STAMPING: E 112 1956
 NQ0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0011+STABILITY: POSITION/ELEVATION WELL
 NQ0011
 NQ0011  HISTORY     - Date     Condition        Report By
 NQ0011  HISTORY     - 1956     MONUMENTED       CGS
 NQ0011
 NQ0011                          STATION DESCRIPTION
 NQ0011
 NQ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0011'2.8 MI W FROM VAN TASSELL.
 NQ0011'2.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0011'FROM THE STATION AT VAN TASSELL, 8 1/2 RAILS WEST OF MILEPOST
 NQ0011'474, 60 FEET NORTH OF THE NORTH RAIL, 34 FEET SOUTH OF A FENCE,
 NQ0011'4.6 FEET NORTHWEST OF A WITNESS POST, ON THE NORTHEAST BANK OF
 NQ0011'A DRAW, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 NQ0011'ROCK LEDGE, IN SECTION 12, TOWNSHIP 31 NORTH, RANGE 61 WEST.
 NQ0011'58 FEET NORTH OF THE NORTH SIDE OF A TRESTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0102 ***********************************************************************
 NQ0102  DESIGNATION -  E 113
 NQ0102  PID         -  NQ0102
 NQ0102  STATE/COUNTY-  WY/PLATTE
 NQ0102  USGS QUAD   -  CASSA (1990)
 NQ0102
 NQ0102                         *CURRENT SURVEY CONTROL
 NQ0102  ___________________________________________________________________
 NQ0102* NAD 83(1986)-  42 27 01.     (N)    104 57 54.     (W)     SCALED    
 NQ0102* NAVD 88     -      1381.570  (meters)    4532.70   (feet)  ADJUSTED  
 NQ0102  ___________________________________________________________________
 NQ0102  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 NQ0102  DYNAMIC HT  -        1380.742 (meters)    4529.98  (feet)  COMP
 NQ0102  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 NQ0102
 NQ0102  VERT ORDER  -  FIRST     CLASS II
 NQ0102
 NQ0102.The horizontal coordinates were scaled from a topographic map and have
 NQ0102.an estimated accuracy of +/- 6 seconds.
 NQ0102
 NQ0102.The orthometric height was determined by differential leveling
 NQ0102.and adjusted by the National Geodetic Survey in June 1991..
 NQ0102
 NQ0102.The geoid height was determined by GEOID03.
 NQ0102
 NQ0102.The dynamic height is computed by dividing the NAVD 88
 NQ0102.geopotential number by the normal gravity value computed on the
 NQ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0102.degrees latitude (g = 980.6199 gals.).
 NQ0102
 NQ0102.The modeled gravity was interpolated from observed gravity values.
 NQ0102
 NQ0102;                    North         East    Units  Estimated Accuracy
 NQ0102;SPC WY E     -   216,610.      216,590.      MT  (+/- 180 meters Scaled)
 NQ0102
 NQ0102                          SUPERSEDED SURVEY CONTROL
 NQ0102
 NQ0102  NGVD 29 (??/??/92) 1380.798  (m)         4530.17   (f) ADJ UNCH    1 2
 NQ0102
 NQ0102.Superseded values are not recommended for survey control.
 NQ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0102.See file dsdata.txt to determine how the superseded data were derived.
 NQ0102
 NQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG028997(NAD 83)
 NQ0102_MARKER: DB = BENCH MARK DISK
 NQ0102_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0102_SP_SET: ROCK OUTCROP
 NQ0102_STAMPING: E 113 1956
 NQ0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0102+STABILITY: POSITION/ELEVATION WELL
 NQ0102
 NQ0102  HISTORY     - Date     Condition        Report By
 NQ0102  HISTORY     - 1956     MONUMENTED       CGS
 NQ0102
 NQ0102                          STATION DESCRIPTION
 NQ0102
 NQ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0102'5.6 MI SE FROM GLENDO.
 NQ0102'5.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0102'RAILROAD FROM THE STATION AT GLENDO, ON THE WEST SLOPE OF A ROCKY
 NQ0102'BLUFF, 0.15 MILE NORTH OF TRESTLE 114.3, OVER HORSESHOE CREEK,
 NQ0102'105 FEET EAST OF THE EAST RAIL, 56 FEET WEST OF A FENCE, 5 FEET
 NQ0102'ABOVE THE TOP OF THE RAILS, 2.5 FEET ABOVE THE GROUND, SET IN
 NQ0102'THE TOP OF A SANDSTONE OUTCROP, IN SECTION 25, TOWNSHIP 29
 NQ0102'NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0092 ***********************************************************************
 MQ0092  DESIGNATION -  E 114
 MQ0092  PID         -  MQ0092
 MQ0092  STATE/COUNTY-  WY/SWEETWATER
 MQ0092  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0092
 MQ0092                         *CURRENT SURVEY CONTROL
 MQ0092  ___________________________________________________________________
 MQ0092* NAD 83(1986)-  41 36 25.     (N)    108 43 56.     (W)     SCALED    
 MQ0092* NAVD 88     -      2002.773  (meters)    6570.76   (feet)  ADJUSTED  
 MQ0092  ___________________________________________________________________
 MQ0092  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MQ0092  DYNAMIC HT  -        2001.066 (meters)    6565.16  (feet)  COMP
 MQ0092  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 MQ0092
 MQ0092  VERT ORDER  -  FIRST     CLASS II
 MQ0092
 MQ0092.The horizontal coordinates were scaled from a topographic map and have
 MQ0092.an estimated accuracy of +/- 6 seconds.
 MQ0092
 MQ0092.The orthometric height was determined by differential leveling
 MQ0092.and adjusted by the National Geodetic Survey in June 1991..
 MQ0092
 MQ0092.The geoid height was determined by GEOID03.
 MQ0092
 MQ0092.The dynamic height is computed by dividing the NAVD 88
 MQ0092.geopotential number by the normal gravity value computed on the
 MQ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0092.degrees latitude (g = 980.6199 gals.).
 MQ0092
 MQ0092.The modeled gravity was interpolated from observed gravity values.
 MQ0092
 MQ0092;                    North         East    Units  Estimated Accuracy
 MQ0092;SPC WYWC     -   122,920.      601,480.      MT  (+/- 180 meters Scaled)
 MQ0092
 MQ0092                          SUPERSEDED SURVEY CONTROL
 MQ0092
 MQ0092  NGVD 29 (06/08/92) 2001.497  (m)         6566.58   (f) ADJUSTED    1 2
 MQ0092
 MQ0092.Superseded values are not recommended for survey control.
 MQ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0092.See file dsdata.txt to determine how the superseded data were derived.
 MQ0092
 MQ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM889086(NAD 83)
 MQ0092_MARKER: DB = BENCH MARK DISK
 MQ0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0092_SP_SET: ABUTMENT
 MQ0092_STAMPING: E 114 1956
 MQ0092_MARK LOGO: CGS   
 MQ0092_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0092
 MQ0092  HISTORY     - Date     Condition        Report By
 MQ0092  HISTORY     - 1956     MONUMENTED       CGS
 MQ0092  HISTORY     - 1983     GOOD             NGS
 MQ0092  HISTORY     - 19990111 GOOD             WYDT
 MQ0092
 MQ0092                          STATION DESCRIPTION
 MQ0092
 MQ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0092'6.4 MI SE FROM POINT OF ROCKS.
 MQ0092'6.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0092'SIGN AT POINT OF ROCKS, 8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MQ0092'SOUTHWEST TRACK, 0.4 MILE SOUTHWEST OF THE SECTION FOREMANS HOUSE AT
 MQ0092'HALLVILLE, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MQ0092'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A BRIDGE OVER BITTER CREEK,
 MQ0092'IN THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 19 NORTH, RANGE 101 WEST.
 MQ0092
 MQ0092                          STATION RECOVERY (1983)
 MQ0092
 MQ0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0092'RECOVERED IN GOOD CONDITION.
 MQ0092
 MQ0092                          STATION RECOVERY (1999)
 MQ0092
 MQ0092'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0092'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0092'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0026 ***********************************************************************
 MQ0026  DESIGNATION -  E 115
 MQ0026  PID         -  MQ0026
 MQ0026  STATE/COUNTY-  WY/SWEETWATER
 MQ0026  USGS QUAD   -  TABLE ROCK (1970)
 MQ0026
 MQ0026                         *CURRENT SURVEY CONTROL
 MQ0026  ___________________________________________________________________
 MQ0026* NAD 83(1986)-  41 36 31.     (N)    108 24 31.     (W)     SCALED    
 MQ0026* NAVD 88     -      2076.907  (meters)    6813.99   (feet)  ADJUSTED  
 MQ0026  ___________________________________________________________________
 MQ0026  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 MQ0026  DYNAMIC HT  -        2075.074 (meters)    6807.97  (feet)  COMP
 MQ0026  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 MQ0026
 MQ0026  VERT ORDER  -  FIRST     CLASS II
 MQ0026
 MQ0026.The horizontal coordinates were scaled from a topographic map and have
 MQ0026.an estimated accuracy of +/- 6 seconds.
 MQ0026
 MQ0026.The orthometric height was determined by differential leveling
 MQ0026.and adjusted by the National Geodetic Survey in June 1991..
 MQ0026
 MQ0026.The geoid height was determined by GEOID03.
 MQ0026
 MQ0026.The dynamic height is computed by dividing the NAVD 88
 MQ0026.geopotential number by the normal gravity value computed on the
 MQ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0026.degrees latitude (g = 980.6199 gals.).
 MQ0026
 MQ0026.The modeled gravity was interpolated from observed gravity values.
 MQ0026
 MQ0026;                    North         East    Units  Estimated Accuracy
 MQ0026;SPC WYWC     -   123,170.      628,460.      MT  (+/- 180 meters Scaled)
 MQ0026
 MQ0026                          SUPERSEDED SURVEY CONTROL
 MQ0026
 MQ0026  NGVD 29 (??/??/92) 2075.520  (m)         6809.44   (f) ADJ UNCH    1 2
 MQ0026
 MQ0026.Superseded values are not recommended for survey control.
 MQ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0026.See file dsdata.txt to determine how the superseded data were derived.
 MQ0026
 MQ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM159095(NAD 83)
 MQ0026_MARKER: DB = BENCH MARK DISK
 MQ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0026_STAMPING: E 115 1956
 MQ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0026+STABILITY: SURFACE MOTION
 MQ0026
 MQ0026  HISTORY     - Date     Condition        Report By
 MQ0026  HISTORY     - 1956     MONUMENTED       CGS
 MQ0026  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0026
 MQ0026                          STATION DESCRIPTION
 MQ0026
 MQ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0026'1.2 MI W FROM TABLE ROCK.
 MQ0026'1.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0026'TABLE ROCK, 5 POLES EAST OF MILEPOST 748, 50 FEET NORTH OF THE NORTH
 MQ0026'RAIL OF THE NORTH TRACK, 20 FEET SOUTH OF THE CENTER LINE OF A ROAD, 2
 MQ0026'FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MQ0026'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 MQ0026'SOUTHWEST 1/4 OF SECTION 23, TOWNSHIP 19 NORTH, RANGE 98 WEST.
 MQ0026
 MQ0026                          STATION RECOVERY (1983)
 MQ0026
 MQ0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0265 ***********************************************************************
 MP0265  DESIGNATION -  E 116
 MP0265  PID         -  MP0265
 MP0265  STATE/COUNTY-  WY/CARBON
 MP0265  USGS QUAD   -  RAWLINS PEAK SW (1983)
 MP0265
 MP0265                         *CURRENT SURVEY CONTROL
 MP0265  ___________________________________________________________________
 MP0265* NAD 83(1986)-  41 45 45.     (N)    107 25 44.     (W)     SCALED    
 MP0265* NAVD 88     -      2074.646  (meters)    6806.57   (feet)  ADJUSTED  
 MP0265  ___________________________________________________________________
 MP0265  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 MP0265  DYNAMIC HT  -        2072.824 (meters)    6800.59  (feet)  COMP
 MP0265  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 MP0265
 MP0265  VERT ORDER  -  FIRST     CLASS II
 MP0265
 MP0265.The horizontal coordinates were scaled from a topographic map and have
 MP0265.an estimated accuracy of +/- 6 seconds.
 MP0265
 MP0265.The orthometric height was determined by differential leveling
 MP0265.and adjusted by the National Geodetic Survey in June 1991..
 MP0265
 MP0265.The geoid height was determined by GEOID03.
 MP0265
 MP0265.The dynamic height is computed by dividing the NAVD 88
 MP0265.geopotential number by the normal gravity value computed on the
 MP0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0265.degrees latitude (g = 980.6199 gals.).
 MP0265
 MP0265.The modeled gravity was interpolated from observed gravity values.
 MP0265
 MP0265;                    North         East    Units  Estimated Accuracy
 MP0265;SPC WYEC     -   240,200.      392,050.      MT  (+/- 180 meters Scaled)
 MP0265
 MP0265                          SUPERSEDED SURVEY CONTROL
 MP0265
 MP0265  NGVD 29 (06/08/92) 2073.413  (m)         6802.52   (f) ADJUSTED    1 2
 MP0265
 MP0265.Superseded values are not recommended for survey control.
 MP0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0265.See file dsdata.txt to determine how the superseded data were derived.
 MP0265
 MP0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG980262(NAD 83)
 MP0265_MARKER: DB = BENCH MARK DISK
 MP0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0265_STAMPING: E 116 1956
 MP0265_MARK LOGO: CGS   
 MP0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0265+STABILITY: SURFACE MOTION
 MP0265
 MP0265  HISTORY     - Date     Condition        Report By
 MP0265  HISTORY     - 1956     MONUMENTED       CGS
 MP0265  HISTORY     - 1983     GOOD             NGS
 MP0265
 MP0265                          STATION DESCRIPTION
 MP0265
 MP0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0265'10.8 MI W FROM RAWLINS.
 MP0265'10.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0265'RAWLINS, AT THE SOUTHWEST END OF A LONG FILL, 77 FEET NORTHWEST OF THE
 MP0265'NORTHWEST RAIL OF THE NORTHWEST TRACK, 67 FEET NORTHWEST OF THE NORTH
 MP0265'CORNER OF A BATTERY BOX, 4 FEET NORTHEAST OF A WITNESS POST, MIDWAY
 MP0265'BETWEEN TWO POWER POLES, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0265'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION
 MP0265'26, TOWNSHIP 21 NORTH, RANGE 89 WEST.
 MP0265
 MP0265                          STATION RECOVERY (1983)
 MP0265
 MP0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0265'RECOVERED THIS DATE.  NOTE, ADD IN THE CENTER BETWEEN A DOUBLE UTILITY
 MP0265'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0376 ***********************************************************************
 MP0376  DESIGNATION -  E 117
 MP0376  PID         -  MP0376
 MP0376  STATE/COUNTY-  WY/SWEETWATER
 MP0376  USGS QUAD   -  CRESTON (1981)
 MP0376
 MP0376                         *CURRENT SURVEY CONTROL
 MP0376  ___________________________________________________________________
 MP0376* NAD 83(1986)-  41 41 23.     (N)    107 48 38.     (W)     SCALED    
 MP0376* NAVD 88     -      2130.543  (meters)    6989.96   (feet)  ADJUSTED  
 MP0376  ___________________________________________________________________
 MP0376  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 MP0376  DYNAMIC HT  -        2128.631 (meters)    6983.68  (feet)  COMP
 MP0376  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 MP0376
 MP0376  VERT ORDER  -  FIRST     CLASS II
 MP0376
 MP0376.The horizontal coordinates were scaled from a topographic map and have
 MP0376.an estimated accuracy of +/- 6 seconds.
 MP0376
 MP0376.The orthometric height was determined by differential leveling
 MP0376.and adjusted by the National Geodetic Survey in June 1991..
 MP0376
 MP0376.The geoid height was determined by GEOID03.
 MP0376
 MP0376.The dynamic height is computed by dividing the NAVD 88
 MP0376.geopotential number by the normal gravity value computed on the
 MP0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0376.degrees latitude (g = 980.6199 gals.).
 MP0376
 MP0376.The modeled gravity was interpolated from observed gravity values.
 MP0376
 MP0376;                    North         East    Units  Estimated Accuracy
 MP0376;SPC WYWC     -   132,540.      678,210.      MT  (+/- 180 meters Scaled)
 MP0376
 MP0376                          SUPERSEDED SURVEY CONTROL
 MP0376
 MP0376  NGVD 29 (06/08/92) 2129.280  (m)         6985.81   (f) ADJUSTED    1 2
 MP0376
 MP0376.Superseded values are not recommended for survey control.
 MP0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0376.See file dsdata.txt to determine how the superseded data were derived.
 MP0376
 MP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG660191(NAD 83)
 MP0376_MARKER: DB = BENCH MARK DISK
 MP0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0376_STAMPING: E 117 1956
 MP0376_MARK LOGO: CGS   
 MP0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0376+STABILITY: SURFACE MOTION
 MP0376
 MP0376  HISTORY     - Date     Condition        Report By
 MP0376  HISTORY     - 1956     MONUMENTED       CGS
 MP0376  HISTORY     - 1983     GOOD             NGS
 MP0376
 MP0376                          STATION DESCRIPTION
 MP0376
 MP0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0376'3.1 MI W FROM CRESTON.
 MP0376'3.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MP0376'AT CRESTON, ACROSS THE TRACK FROM MILEPOST 715, 87 FEET NORTH OF THE
 MP0376'NORTH RAIL OF THE NORTH TRACK, 38.5 FEET NORTH OF A FENCE, 8 FEET WEST
 MP0376'OF A TELEPHONE POLE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 MP0376'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 MP0376'SOUTHWEST 1/4 OF SECTION 19, TOWNSHIP 20 NORTH, RANGE 92 WEST.
 MP0376
 MP0376                          STATION RECOVERY (1983)
 MP0376
 MP0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0006 ***********************************************************************
 MQ0006  DESIGNATION -  E 118
 MQ0006  PID         -  MQ0006
 MQ0006  STATE/COUNTY-  WY/SWEETWATER
 MQ0006  USGS QUAD   -  RED DESERT (1970)
 MQ0006
 MQ0006                         *CURRENT SURVEY CONTROL
 MQ0006  ___________________________________________________________________
 MQ0006* NAD 83(1986)-  41 39 12.     (N)    108 05 52.     (W)     SCALED    
 MQ0006* NAVD 88     -      2045.747  (meters)    6711.75   (feet)  ADJUSTED  
 MQ0006  ___________________________________________________________________
 MQ0006  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 MQ0006  DYNAMIC HT  -        2043.952 (meters)    6705.87  (feet)  COMP
 MQ0006  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 MQ0006
 MQ0006  VERT ORDER  -  FIRST     CLASS II
 MQ0006
 MQ0006.The horizontal coordinates were scaled from a topographic map and have
 MQ0006.an estimated accuracy of +/- 6 seconds.
 MQ0006
 MQ0006.The orthometric height was determined by differential leveling
 MQ0006.and adjusted by the National Geodetic Survey in June 1991..
 MQ0006.WARNING-Repeat measurements at this control monument indicate possible
 MQ0006.vertical movement.
 MQ0006
 MQ0006.The geoid height was determined by GEOID03.
 MQ0006
 MQ0006.The dynamic height is computed by dividing the NAVD 88
 MQ0006.geopotential number by the normal gravity value computed on the
 MQ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0006.degrees latitude (g = 980.6199 gals.).
 MQ0006
 MQ0006.The modeled gravity was interpolated from observed gravity values.
 MQ0006
 MQ0006;                    North         East    Units  Estimated Accuracy
 MQ0006;SPC WYWC     -   128,280.      654,330.      MT  (+/- 180 meters Scaled)
 MQ0006
 MQ0006                          SUPERSEDED SURVEY CONTROL
 MQ0006
 MQ0006  NGVD 29 (06/08/92) 2044.516  (m)         6707.72   (f) ADJUSTED    1 2
 MQ0006
 MQ0006.Superseded values are not recommended for survey control.
 MQ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0006.See file dsdata.txt to determine how the superseded data were derived.
 MQ0006
 MQ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM416153(NAD 83)
 MQ0006_MARKER: DB = BENCH MARK DISK
 MQ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0006_STAMPING: E 118 1956
 MQ0006_MARK LOGO: CGS   
 MQ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0006+STABILITY: SURFACE MOTION
 MQ0006
 MQ0006  HISTORY     - Date     Condition        Report By
 MQ0006  HISTORY     - 1956     MONUMENTED       CGS
 MQ0006  HISTORY     - 1970     MARK NOT FOUND   USGS
 MQ0006  HISTORY     - 1983     GOOD             NGS
 MQ0006
 MQ0006                          STATION DESCRIPTION
 MQ0006
 MQ0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0006'1.7 MI E FROM RED DESERT.
 MQ0006'1.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0006'AT RED DESERT, 1/2 POLE WEST OF MILEPOST 731, 72.7 FEET NORTH OF THE
 MQ0006'NORTH RAIL OF THE NORTH TRACK, 9.6 FEET NORTHEAST OF A TELEPHONE POLE,
 MQ0006'2.5 FEET NORTH OF A FENCE, 9.6 FEET NORTHEAST OF A WITNESS POST, SET
 MQ0006'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MQ0006'GROUND, IN SECTION 3, TOWNSHIP 19 NORTH, RANGE 95 WEST.
 MQ0006
 MQ0006                          STATION RECOVERY (1970)
 MQ0006
 MQ0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 MQ0006'MARK NOT FOUND.
 MQ0006
 MQ0006                          STATION RECOVERY (1983)
 MQ0006
 MQ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0006'RECOVERED THIS DATE.  NOTE, 11.1 KM (6.9 MI) WESTERLY ALONG THE
 MQ0006'UNION PACIFIC RAILROAD FROM THE STATION IN WAMSUTTER.  ADD 2.4
 MQ0006'METERS (7.9 FT) NORTHEAST OF MILEPOST 731.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0147 ***********************************************************************
 NQ0147  DESIGNATION -  E 119
 NQ0147  PID         -  NQ0147
 NQ0147  STATE/COUNTY-  WY/PLATTE
 NQ0147  USGS QUAD   -  DWYER (1990)
 NQ0147
 NQ0147                         *CURRENT SURVEY CONTROL
 NQ0147  ___________________________________________________________________
 NQ0147* NAD 83(1986)-  42 09 46.     (N)    104 57 01.     (W)     SCALED    
 NQ0147* NAVD 88     -      1383.117  (meters)    4537.78   (feet)  ADJUSTED  
 NQ0147  ___________________________________________________________________
 NQ0147  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0147  DYNAMIC HT  -        1382.234 (meters)    4534.88  (feet)  COMP
 NQ0147  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 NQ0147
 NQ0147  VERT ORDER  -  FIRST     CLASS II
 NQ0147
 NQ0147.The horizontal coordinates were scaled from a topographic map and have
 NQ0147.an estimated accuracy of +/- 6 seconds.
 NQ0147
 NQ0147.The orthometric height was determined by differential leveling
 NQ0147.and adjusted by the National Geodetic Survey in June 1991..
 NQ0147
 NQ0147.The geoid height was determined by GEOID03.
 NQ0147
 NQ0147.The dynamic height is computed by dividing the NAVD 88
 NQ0147.geopotential number by the normal gravity value computed on the
 NQ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0147.degrees latitude (g = 980.6199 gals.).
 NQ0147
 NQ0147.The modeled gravity was interpolated from observed gravity values.
 NQ0147
 NQ0147;                    North         East    Units  Estimated Accuracy
 NQ0147;SPC WY E     -   184,680.      217,880.      MT  (+/- 180 meters Scaled)
 NQ0147
 NQ0147                          SUPERSEDED SURVEY CONTROL
 NQ0147
 NQ0147  NGVD 29 (??/??/92) 1382.318  (m)         4535.15   (f) ADJ UNCH    1 2
 NQ0147
 NQ0147.Superseded values are not recommended for survey control.
 NQ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0147.See file dsdata.txt to determine how the superseded data were derived.
 NQ0147
 NQ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG041678(NAD 83)
 NQ0147_MARKER: DB = BENCH MARK DISK
 NQ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0147_STAMPING: E 119 1956
 NQ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0147+STABILITY: SURFACE MOTION
 NQ0147
 NQ0147  HISTORY     - Date     Condition        Report By
 NQ0147  HISTORY     - 1956     MONUMENTED       CGS
 NQ0147
 NQ0147                          STATION DESCRIPTION
 NQ0147
 NQ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0147'9.9 MI NW FROM WHEATLAND.
 NQ0147'9.9 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0147'FROM THE STATION AT WHEATLAND, 5 1/2 RAILS NORTHWEST OF THE
 NQ0147'CENTER OF A ROAD CROSSING, 54.3 FEET NORTHEAST OF THE NORTHEAST
 NQ0147'RAIL, 43 FEET SOUTHWEST OF A FENCE CORNER, 20 FEET EAST OF A
 NQ0147'TELEPHONE POLE, 2.4 FEET SOUTHEAST OF A WITNESS POST, SET IN
 NQ0147'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 NQ0147'GROUND, IN THE SOUTHEAST 1/4 OF SECTION 1, TOWNSHIP 25 NORTH,
 NQ0147'RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0003 ***********************************************************************
 PY0003  DESIGNATION -  E 12
 PY0003  PID         -  PY0003
 PY0003  STATE/COUNTY-  WY/PARK
 PY0003  USGS QUAD   -  LAKE BUTTE (1986)
 PY0003
 PY0003                         *CURRENT SURVEY CONTROL
 PY0003  ___________________________________________________________________
 PY0003* NAD 83(1986)-  44 32 30.     (N)    110 15 26.     (W)     SCALED    
 PY0003* NAVD 88     -      2426.839  (meters)    7962.05   (feet)  POSTED    
 PY0003  ___________________________________________________________________
 PY0003  GEOID HEIGHT-          -8.19  (meters)                     GEOID03
 PY0003  DYNAMIC HT  -        2425.220 (meters)    7956.74  (feet)  COMP
 PY0003  MODELED GRAV-     979,862.4   (mgal)                       NAVD 88
 PY0003
 PY0003  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0003
 PY0003.The horizontal coordinates were scaled from a topographic map and have
 PY0003.an estimated accuracy of +/- 6 seconds.
 PY0003
 PY0003.The orthometric height was determined by differential leveling
 PY0003.and adjusted by the National Geodetic Survey in 1992..
 PY0003.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0003.rate of 4.1 thru 8.0 mm/km.
 PY0003
 PY0003.The geoid height was determined by GEOID03.
 PY0003
 PY0003.The dynamic height is computed by dividing the NAVD 88
 PY0003.geopotential number by the normal gravity value computed on the
 PY0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0003.degrees latitude (g = 980.6199 gals.).
 PY0003
 PY0003.The modeled gravity was interpolated from observed gravity values.
 PY0003
 PY0003;                    North         East    Units  Estimated Accuracy
 PY0003;SPC WYWC     -   450,040.      480,220.      MT  (+/- 180 meters Scaled)
 PY0003
 PY0003                          SUPERSEDED SURVEY CONTROL
 PY0003
 PY0003  NGVD 29 (??/??/92) 2425.329  (m)         7957.10   (f) ADJ UNCH    1 2
 PY0003
 PY0003.Superseded values are not recommended for survey control.
 PY0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0003.See file dsdata.txt to determine how the superseded data were derived.
 PY0003
 PY0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ590323(NAD 83)
 PY0003_MARKER: DB = BENCH MARK DISK
 PY0003_SETTING: 80 = SET IN A BOULDER
 PY0003_SP_SET: BOULDER
 PY0003_STAMPING: E 12 1923 7956.949
 PY0003_MARK LOGO: CGS   
 PY0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0003+STABILITY: SURFACE MOTION
 PY0003
 PY0003  HISTORY     - Date     Condition        Report By
 PY0003  HISTORY     - 1923     MONUMENTED       CGS
 PY0003  HISTORY     - 1959     GOOD             USGS
 PY0003  HISTORY     - 1976     GOOD             USGS
 PY0003
 PY0003                          STATION DESCRIPTION
 PY0003
 PY0003'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PY0003'7.3 MI E FROM LAKE JUNCTION.
 PY0003'3.1 MILES EAST ALONG EAST ENTRANCE ROAD FROM LAKE JUNCTION THENCE 3.9
 PY0003'MILES GENERALLY EAST ALONG OLD HIGHWAY (RESTRICTED USE ROAD), 0.3 MILE
 PY0003'SOUTHEAST OF TURBID LAKE.  250 FEET SOUTHEAST OF A CUT FOR ROAD, AT
 PY0003'THE NORTHEAST EDGE OF AND LEVEL WITH ROAD.  IN TOP OF LARGE BOULDER,
 PY0003'STANDARD DISK, STAMPED E 12 1923 7956.949.
 PY0003
 PY0003                          STATION RECOVERY (1976)
 PY0003
 PY0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PY0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0114 ***********************************************************************
 PV0114  DESIGNATION -  E 120
 PV0114  PID         -  PV0114
 PV0114  STATE/COUNTY-  WY/CROOK
 PV0114  USGS QUAD   -  FREDA CREEK (1982)
 PV0114
 PV0114                         *CURRENT SURVEY CONTROL
 PV0114  ___________________________________________________________________
 PV0114* NAD 83(1986)-  44 12 05.     (N)    104 52 08.     (W)     SCALED    
 PV0114* NAVD 88     -      1340.374  (meters)    4397.54   (feet)  ADJUSTED  
 PV0114  ___________________________________________________________________
 PV0114  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0114  DYNAMIC HT  -        1339.822 (meters)    4395.73  (feet)  COMP
 PV0114  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 PV0114
 PV0114  VERT ORDER  -  FIRST     CLASS II
 PV0114
 PV0114.The horizontal coordinates were scaled from a topographic map and have
 PV0114.an estimated accuracy of +/- 6 seconds.
 PV0114
 PV0114.The orthometric height was determined by differential leveling
 PV0114.and adjusted by the National Geodetic Survey in June 1991..
 PV0114
 PV0114.The geoid height was determined by GEOID03.
 PV0114
 PV0114.The dynamic height is computed by dividing the NAVD 88
 PV0114.geopotential number by the normal gravity value computed on the
 PV0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0114.degrees latitude (g = 980.6199 gals.).
 PV0114
 PV0114.The modeled gravity was interpolated from observed gravity values.
 PV0114
 PV0114;                    North         East    Units  Estimated Accuracy
 PV0114;SPC WY E     -   411,170.      223,800.      MT  (+/- 180 meters Scaled)
 PV0114
 PV0114                          SUPERSEDED SURVEY CONTROL
 PV0114
 PV0114  NGVD 29 (??/??/92) 1339.734  (m)         4395.44   (f) ADJ UNCH    1 2
 PV0114
 PV0114.Superseded values are not recommended for survey control.
 PV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0114.See file dsdata.txt to determine how the superseded data were derived.
 PV0114
 PV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ104942(NAD 83)
 PV0114_MARKER: DB = BENCH MARK DISK
 PV0114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0114_SP_SET: 13 FEET
 PV0114_STAMPING: E 120 1957
 PV0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0114
 PV0114  HISTORY     - Date     Condition        Report By
 PV0114  HISTORY     - 1957     MONUMENTED       CGS
 PV0114
 PV0114                          STATION DESCRIPTION
 PV0114
 PV0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0114'6.1 MI SE FROM MOORCROFT.
 PV0114'6.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0114'RAILROAD FROM THE STATION AT MOORCROFT, 16 FEET NORTH OF THE
 PV0114'4TH POLE WEST OF MILEPOST 563, 63 FEET NORTH OF THE NORTH RAIL,
 PV0114'2 FEET NORTH OF THE FENCE LINE, 1 1/2 FEET WEST OF A CONCRETE
 PV0114'WITNESS POST, ABOUT 3 FEET ABOVE THE TRACK A DISK ON A 5/8-INCH
 PV0114'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 FEET AND IS
 PV0114'ENCASED IN A 6-INCH TILE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0227 ***********************************************************************
 PV0227  DESIGNATION -  E 121
 PV0227  PID         -  PV0227
 PV0227  STATE/COUNTY-  WY/CAMPBELL
 PV0227  USGS QUAD   -  FORTIN DRAW (1971)
 PV0227
 PV0227                         *CURRENT SURVEY CONTROL
 PV0227  ___________________________________________________________________
 PV0227* NAD 83(1986)-  44 17 25.     (N)    105 17 28.     (W)     SCALED    
 PV0227* NAVD 88     -      1329.229  (meters)    4360.98   (feet)  ADJUSTED  
 PV0227  ___________________________________________________________________
 PV0227  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 PV0227  DYNAMIC HT  -        1328.694 (meters)    4359.22  (feet)  COMP
 PV0227  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 PV0227
 PV0227  VERT ORDER  -  FIRST     CLASS II
 PV0227
 PV0227.The horizontal coordinates were scaled from a topographic map and have
 PV0227.an estimated accuracy of +/- 6 seconds.
 PV0227
 PV0227.The orthometric height was determined by differential leveling
 PV0227.and adjusted by the National Geodetic Survey in June 1991..
 PV0227
 PV0227.The geoid height was determined by GEOID03.
 PV0227
 PV0227.The dynamic height is computed by dividing the NAVD 88
 PV0227.geopotential number by the normal gravity value computed on the
 PV0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0227.degrees latitude (g = 980.6199 gals.).
 PV0227
 PV0227.The modeled gravity was interpolated from observed gravity values.
 PV0227
 PV0227;                    North         East    Units  Estimated Accuracy
 PV0227;SPC WY E     -   421,010.      190,070.      MT  (+/- 180 meters Scaled)
 PV0227
 PV0227                          SUPERSEDED SURVEY CONTROL
 PV0227
 PV0227  NGVD 29 (??/??/92) 1328.603  (m)         4358.93   (f) ADJ UNCH    1 2
 PV0227
 PV0227.Superseded values are not recommended for survey control.
 PV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0227.See file dsdata.txt to determine how the superseded data were derived.
 PV0227
 PV0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK767041(NAD 83)
 PV0227_MARKER: DB = BENCH MARK DISK
 PV0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0227_SP_SET: BRIDGE
 PV0227_STAMPING: E 121 1957
 PV0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0227
 PV0227  HISTORY     - Date     Condition        Report By
 PV0227  HISTORY     - 1957     MONUMENTED       CGS
 PV0227  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0227
 PV0227                          STATION DESCRIPTION
 PV0227
 PV0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0227'10.7 MI E FROM GILLETTE.
 PV0227'10.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0227'FROM THE STATION AT GILLETTE, IN THE TOP OF THE NORTH WING WALL
 PV0227'AT THE WEST END OF U.S. HIGHWAY 16 BRIDGE OVER DRY DONKEY CREEK,
 PV0227'128 FEET SOUTH OF THE SOUTH RAIL, 18 1/2 FEET NORTH OF THE CENTER
 PV0227'LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 PV0227'PAVEMENT.
 PV0227
 PV0227                          STATION RECOVERY (1985)
 PV0227
 PV0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0227'NOT RECOVERED.  BRIDGE DESCRIBED NO LONGER EXISTS.  A NEW BRIDGE HAS
 PV0227'BEEN BUILT IN THE DESCRIBED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0280 ***********************************************************************
 PV0280  DESIGNATION -  E 122
 PV0280  PID         -  PV0280
 PV0280  STATE/COUNTY-  WY/CAMPBELL
 PV0280  USGS QUAD   -  ORIVA (1971)
 PV0280
 PV0280                         *CURRENT SURVEY CONTROL
 PV0280  ___________________________________________________________________
 PV0280* NAD 83(1986)-  44 19 02.     (N)    105 41 04.     (W)     SCALED    
 PV0280* NAVD 88     -      1420.270  (meters)    4659.67   (feet)  ADJUSTED  
 PV0280  ___________________________________________________________________
 PV0280  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 PV0280  DYNAMIC HT  -        1419.672 (meters)    4657.71  (feet)  COMP
 PV0280  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 PV0280  OBS GRAVITY -     980,146.1   (mgal)                       GRAV_OBS
 PV0280
 PV0280  VERT ORDER  -  FIRST     CLASS II
 PV0280
 PV0280.The horizontal coordinates were scaled from a topographic map and have
 PV0280.an estimated accuracy of +/- 6 seconds.
 PV0280
 PV0280.The orthometric height was determined by differential leveling
 PV0280.and adjusted by the National Geodetic Survey in June 1991..
 PV0280
 PV0280.The geoid height was determined by GEOID03.
 PV0280
 PV0280.The dynamic height is computed by dividing the NAVD 88
 PV0280.geopotential number by the normal gravity value computed on the
 PV0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0280.degrees latitude (g = 980.6199 gals.).
 PV0280
 PV0280.The modeled gravity was interpolated from observed gravity values.
 PV0280.The observed gravity was obtained from relative gravimeter ties
 PV0280.to the IGSN71 gravity network.
 PV0280
 PV0280;                    North         East    Units  Estimated Accuracy
 PV0280;SPC WY E     -   424,130.      158,700.      MT  (+/- 180 meters Scaled)
 PV0280
 PV0280                          SUPERSEDED SURVEY CONTROL
 PV0280
 PV0280  NGVD 29 (??/??/92) 1419.592  (m)         4657.44   (f) ADJ UNCH    1 2
 PV0280
 PV0280.Superseded values are not recommended for survey control.
 PV0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0280.See file dsdata.txt to determine how the superseded data were derived.
 PV0280
 PV0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK454073(NAD 83)
 PV0280_MARKER: DB = BENCH MARK DISK
 PV0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0280_STAMPING: E 122 1957
 PV0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0280+STABILITY: SURFACE MOTION
 PV0280
 PV0280  HISTORY     - Date     Condition        Report By
 PV0280  HISTORY     - 1957     MONUMENTED       CGS
 PV0280
 PV0280                          STATION DESCRIPTION
 PV0280
 PV0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0280'10 MI NW FROM GILLETTE.
 PV0280'ABOUT 9.95 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0280'QUINCY RAILROAD FROM THE STATION AT GILLETTE, 5 1/2 POLES
 PV0280'NORTHWEST OF MILEPOST 607, 12 RAILS EAST OF THE WEST END OF A
 PV0280'LONG CUT, 81 FEET SOUTH OF THE SOUTH RAIL OF THE SIDE TRACK,
 PV0280'45 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 2 FEET SOUTH
 PV0280'OF THE FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST AND
 PV0280'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0009 ***********************************************************************
 PW0009  DESIGNATION -  E 123
 PW0009  PID         -  PW0009
 PW0009  STATE/COUNTY-  WY/SHERIDAN
 PW0009  USGS QUAD   -  ARVADA NE (1971)
 PW0009
 PW0009                         *CURRENT SURVEY CONTROL
 PW0009  ___________________________________________________________________
 PW0009* NAD 83(1986)-  44 38 19.     (N)    106 03 12.     (W)     SCALED    
 PW0009* NAVD 88     -      1156.472  (meters)    3794.19   (feet)  ADJUSTED  
 PW0009  ___________________________________________________________________
 PW0009  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 PW0009  DYNAMIC HT  -        1156.047 (meters)    3792.80  (feet)  COMP
 PW0009  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 PW0009
 PW0009  VERT ORDER  -  FIRST     CLASS II
 PW0009
 PW0009.The horizontal coordinates were scaled from a topographic map and have
 PW0009.an estimated accuracy of +/- 6 seconds.
 PW0009
 PW0009.The orthometric height was determined by differential leveling
 PW0009.and adjusted by the National Geodetic Survey in June 1991..
 PW0009
 PW0009.The geoid height was determined by GEOID03.
 PW0009
 PW0009.The dynamic height is computed by dividing the NAVD 88
 PW0009.geopotential number by the normal gravity value computed on the
 PW0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0009.degrees latitude (g = 980.6199 gals.).
 PW0009
 PW0009.The modeled gravity was interpolated from observed gravity values.
 PW0009
 PW0009;                    North         East    Units  Estimated Accuracy
 PW0009;SPC WYEC     -   560,500.      501,550.      MT  (+/- 180 meters Scaled)
 PW0009
 PW0009                          SUPERSEDED SURVEY CONTROL
 PW0009
 PW0009  NGVD 29 (??/??/92) 1155.800  (m)         3791.99   (f) ADJ UNCH    1 2
 PW0009
 PW0009.Superseded values are not recommended for survey control.
 PW0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0009.See file dsdata.txt to determine how the superseded data were derived.
 PW0009
 PW0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK164433(NAD 83)
 PW0009_MARKER: DB = BENCH MARK DISK
 PW0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0009_STAMPING: E 123 1957
 PW0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0009+STABILITY: SURFACE MOTION
 PW0009
 PW0009  HISTORY     - Date     Condition        Report By
 PW0009  HISTORY     - 1957     MONUMENTED       CGS
 PW0009
 PW0009                          STATION DESCRIPTION
 PW0009
 PW0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0009'4.2 MI SE FROM ARVADA.
 PW0009'4.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0009'FROM THE STATION AT ARVADA, 14 FEET WEST OF THE 9TH POLE EAST OF
 PW0009'MILEPOST 637, 46 FEET NORTH OF THE NORTH RAIL, 37 FEET SOUTH OF THE
 PW0009'CENTER LINE OF A DIRT ROAD, 3 FEET SOUTH OF THE FENCE LINE, 2 FEET
 PW0009'NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND IN
 PW0009'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0014 ***********************************************************************
 OU0014  DESIGNATION -  E 124
 OU0014  PID         -  OU0014
 OU0014  STATE/COUNTY-  WY/WESTON
 OU0014  USGS QUAD   -  DEWEY (1951)
 OU0014
 OU0014                         *CURRENT SURVEY CONTROL
 OU0014  ___________________________________________________________________
 OU0014* NAD 83(1986)-  43 33 45.     (N)    104 03 26.     (W)     SCALED    
 OU0014* NAVD 88     -      1140.855  (meters)    3742.96   (feet)  ADJUSTED  
 OU0014  ___________________________________________________________________
 OU0014  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 OU0014  DYNAMIC HT  -        1140.383 (meters)    3741.41  (feet)  COMP
 OU0014  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 OU0014
 OU0014  VERT ORDER  -  FIRST     CLASS II
 OU0014
 OU0014.The horizontal coordinates were scaled from a topographic map and have
 OU0014.an estimated accuracy of +/- 6 seconds.
 OU0014
 OU0014.The orthometric height was determined by differential leveling
 OU0014.and adjusted by the National Geodetic Survey in June 1991..
 OU0014
 OU0014.The geoid height was determined by GEOID03.
 OU0014
 OU0014.The dynamic height is computed by dividing the NAVD 88
 OU0014.geopotential number by the normal gravity value computed on the
 OU0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0014.degrees latitude (g = 980.6199 gals.).
 OU0014
 OU0014.The modeled gravity was interpolated from observed gravity values.
 OU0014
 OU0014;                    North         East    Units  Estimated Accuracy
 OU0014;SPC WY E     -   340,740.      289,630.      MT  (+/- 180 meters Scaled)
 OU0014
 OU0014                          SUPERSEDED SURVEY CONTROL
 OU0014
 OU0014  NGVD 29 (??/??/92) 1140.279  (m)         3741.07   (f) ADJ UNCH    1 2
 OU0014
 OU0014.Superseded values are not recommended for survey control.
 OU0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0014.See file dsdata.txt to determine how the superseded data were derived.
 OU0014
 OU0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ761237(NAD 83)
 OU0014_MARKER: DB = BENCH MARK DISK
 OU0014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0014_SP_SET: 28 1/2 FEET
 OU0014_STAMPING: E 124 1957
 OU0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0014
 OU0014  HISTORY     - Date     Condition        Report By
 OU0014  HISTORY     - 1957     MONUMENTED       CGS
 OU0014
 OU0014                          STATION DESCRIPTION
 OU0014
 OU0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0014'22.6 MI SE FROM NEWCASTLE.
 OU0014'ABOUT 22.55 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0014'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 3,
 OU0014'T. 41 N., R. 60 W., 0.35 MILE NORTHWEST OF THE WYOMING-SOUTH
 OU0014'DAKOTA STATE LINE, 30 FEET EAST-NORTHEAST OF THE 4TH POLE
 OU0014'NORTHWEST OF MILEPOST 498, 94 FEET EAST-NORTHEAST OF THE NEAR
 OU0014'RAIL, 3 FEET SOUTHWEST OF THE FENCE LINE, 2 FEET SOUTH OF A
 OU0014'WHITE WOODEN WITNESS POST, ABOUT THREE FEET BELOW THE TRACK, A
 OU0014'DISK ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 OU0014'OF 28 1/2 FEET AND IS ENCASED IN A 6-INCH TILE WHICH PROJECTS
 OU0014'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0047 ***********************************************************************
 OU0047  DESIGNATION -  E 125
 OU0047  PID         -  OU0047
 OU0047  STATE/COUNTY-  WY/WESTON
 OU0047  USGS QUAD   -  NEWCASTLE (1979)
 OU0047
 OU0047                         *CURRENT SURVEY CONTROL
 OU0047  ___________________________________________________________________
 OU0047* NAD 83(1986)-  43 50 43.     (N)    104 11 31.     (W)     SCALED    
 OU0047* NAVD 88     -      1326.038  (meters)    4350.51   (feet)  ADJUSTED  
 OU0047  ___________________________________________________________________
 OU0047  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 OU0047  DYNAMIC HT  -        1325.448 (meters)    4348.57  (feet)  COMP
 OU0047  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 OU0047
 OU0047  VERT ORDER  -  FIRST     CLASS II
 OU0047
 OU0047.The horizontal coordinates were scaled from a topographic map and have
 OU0047.an estimated accuracy of +/- 6 seconds.
 OU0047
 OU0047.The orthometric height was determined by differential leveling
 OU0047.and adjusted by the National Geodetic Survey in June 1991..
 OU0047
 OU0047.The geoid height was determined by GEOID03.
 OU0047
 OU0047.The dynamic height is computed by dividing the NAVD 88
 OU0047.geopotential number by the normal gravity value computed on the
 OU0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0047.degrees latitude (g = 980.6199 gals.).
 OU0047
 OU0047.The modeled gravity was interpolated from observed gravity values.
 OU0047
 OU0047;                    North         East    Units  Estimated Accuracy
 OU0047;SPC WY E     -   372,020.      278,380.      MT  (+/- 180 meters Scaled)
 OU0047
 OU0047                          SUPERSEDED SURVEY CONTROL
 OU0047
 OU0047  NGVD 29 (??/??/92) 1325.382  (m)         4348.36   (f) ADJ UNCH    1 2
 OU0047
 OU0047.Superseded values are not recommended for survey control.
 OU0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0047.See file dsdata.txt to determine how the superseded data were derived.
 OU0047
 OU0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ649550(NAD 83)
 OU0047_MARKER: DB = BENCH MARK DISK
 OU0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0047_STAMPING: E 125 1957
 OU0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0047+STABILITY: SURFACE MOTION
 OU0047
 OU0047  HISTORY     - Date     Condition        Report By
 OU0047  HISTORY     - 1957     MONUMENTED       CGS
 OU0047
 OU0047                          STATION DESCRIPTION
 OU0047
 OU0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0047'1 MI SE FROM NEWCASTLE.
 OU0047'ABOUT 0.95 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0047'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 28,
 OU0047'T.45 N., R.61 W., 11 POLES EAST OF MILEPOST 520, 35 FEET SOUTH
 OU0047'OF THE SOUTH RAIL, 47 FEET EAST OF THE CENTER LINE OF A CROSS
 OU0047'ROAD, 61 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 6 FEET
 OU0047'EAST OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 OU0047'POST, ABOUT 2 FEET ABOVE THE TRACK, A DISK IN THE TOP OF A
 OU0047'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0087 ***********************************************************************
 PV0087  DESIGNATION -  E 126
 PV0087  PID         -  PV0087
 PV0087  STATE/COUNTY-  WY/WESTON
 PV0087  USGS QUAD   -  CLAY SPUR (1984)
 PV0087
 PV0087                         *CURRENT SURVEY CONTROL
 PV0087  ___________________________________________________________________
 PV0087* NAD 83(1986)-  44 02 09.     (N)    104 29 52.     (W)     SCALED    
 PV0087* NAVD 88     -      1277.817  (meters)    4192.30   (feet)  ADJUSTED  
 PV0087  ___________________________________________________________________
 PV0087  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0087  DYNAMIC HT  -        1277.290 (meters)    4190.58  (feet)  COMP
 PV0087  MODELED GRAV-     980,161.1   (mgal)                       NAVD 88
 PV0087
 PV0087  VERT ORDER  -  FIRST     CLASS II
 PV0087
 PV0087.The horizontal coordinates were scaled from a topographic map and have
 PV0087.an estimated accuracy of +/- 6 seconds.
 PV0087
 PV0087.The orthometric height was determined by differential leveling
 PV0087.and adjusted by the National Geodetic Survey in June 1991..
 PV0087
 PV0087.The geoid height was determined by GEOID03.
 PV0087
 PV0087.The dynamic height is computed by dividing the NAVD 88
 PV0087.geopotential number by the normal gravity value computed on the
 PV0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0087.degrees latitude (g = 980.6199 gals.).
 PV0087
 PV0087.The modeled gravity was interpolated from observed gravity values.
 PV0087
 PV0087;                    North         East    Units  Estimated Accuracy
 PV0087;SPC WY E     -   392,950.      253,610.      MT  (+/- 180 meters Scaled)
 PV0087
 PV0087                          SUPERSEDED SURVEY CONTROL
 PV0087
 PV0087  NGVD 29 (??/??/92) 1277.19   (m)         4190.2    (f) COMPUTED    1 2
 PV0087
 PV0087.Superseded values are not recommended for survey control.
 PV0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0087.See file dsdata.txt to determine how the superseded data were derived.
 PV0087
 PV0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ402759(NAD 83)
 PV0087_MARKER: DB = BENCH MARK DISK
 PV0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0087_STAMPING: E 126 1957
 PV0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0087+STABILITY: SURFACE MOTION
 PV0087
 PV0087  HISTORY     - Date     Condition        Report By
 PV0087  HISTORY     - 1957     MONUMENTED       CGS
 PV0087
 PV0087                          STATION DESCRIPTION
 PV0087
 PV0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0087'5.6 MI NW FROM OSAGE.
 PV0087'5.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0087'RAILROAD FROM THE STATION AT OSAGE, 123 FEET SOUTHWEST AND
 PV0087'ACROSS THE TRACK FROM THE 1ST NORTHWEST OF MILEPOST 541, 53 FEET
 PV0087'SOUTHWEST OF THE SOUTHWEST RAIL, 7 FEET SOUTHWEST OF THE FENCE
 PV0087'LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 PV0087'2 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST
 PV0087'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0016 ***********************************************************************
 PW0016  DESIGNATION -  E 127
 PW0016  PID         -  PW0016
 PW0016  STATE/COUNTY-  WY/SHERIDAN
 PW0016  USGS QUAD   -  ARVADA (1971)
 PW0016
 PW0016                         *CURRENT SURVEY CONTROL
 PW0016  ___________________________________________________________________
 PW0016* NAD 83(1986)-  44 41 37.     (N)    106 08 05.     (W)     SCALED    
 PW0016* NAVD 88     -      1160.478  (meters)    3807.33   (feet)  ADJUSTED  
 PW0016  ___________________________________________________________________
 PW0016  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 PW0016  DYNAMIC HT  -        1160.055 (meters)    3805.95  (feet)  COMP
 PW0016  MODELED GRAV-     980,213.4   (mgal)                       NAVD 88
 PW0016
 PW0016  VERT ORDER  -  FIRST     CLASS II
 PW0016
 PW0016.The horizontal coordinates were scaled from a topographic map and have
 PW0016.an estimated accuracy of +/- 6 seconds.
 PW0016
 PW0016.The orthometric height was determined by differential leveling
 PW0016.and adjusted by the National Geodetic Survey in June 1991..
 PW0016
 PW0016.The geoid height was determined by GEOID03.
 PW0016
 PW0016.The dynamic height is computed by dividing the NAVD 88
 PW0016.geopotential number by the normal gravity value computed on the
 PW0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0016.degrees latitude (g = 980.6199 gals.).
 PW0016
 PW0016.The modeled gravity was interpolated from observed gravity values.
 PW0016
 PW0016;                    North         East    Units  Estimated Accuracy
 PW0016;SPC WYEC     -   566,520.      495,000.      MT  (+/- 180 meters Scaled)
 PW0016
 PW0016                          SUPERSEDED SURVEY CONTROL
 PW0016
 PW0016  NGVD 29 (??/??/92) 1159.799  (m)         3805.11   (f) ADJ UNCH    1 2
 PW0016
 PW0016.Superseded values are not recommended for survey control.
 PW0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0016.See file dsdata.txt to determine how the superseded data were derived.
 PW0016
 PW0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK100495(NAD 83)
 PW0016_MARKER: DB = BENCH MARK DISK
 PW0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0016_STAMPING: E 127 1957
 PW0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0016+STABILITY: SURFACE MOTION
 PW0016
 PW0016  HISTORY     - Date     Condition        Report By
 PW0016  HISTORY     - 1957     MONUMENTED       CGS
 PW0016
 PW0016                          STATION DESCRIPTION
 PW0016
 PW0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0016'3.5 MI NW FROM ARVADA.
 PW0016'3.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0016'FROM THE STATION AT ARVADA, 39 1/2 FEET EAST OF THE 19TH POLE
 PW0016'NORTHWEST OF MILEPOST 644, 86 FEET NORTHEAST OF THE NORTHEAST RAIL, 2
 PW0016'FEET SOUTH-SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 PW0016'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IN THE TOP
 PW0016'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0163 ***********************************************************************
 PW0163  DESIGNATION -  E 128
 PW0163  PID         -  PW0163
 PW0163  STATE/COUNTY-  WY/SHERIDAN
 PW0163  USGS QUAD   -  ULM (1970)
 PW0163
 PW0163                         *CURRENT SURVEY CONTROL
 PW0163  ___________________________________________________________________
 PW0163* NAD 83(1986)-  44 41 28.     (N)    106 36 41.     (W)     SCALED    
 PW0163* NAVD 88     -      1299.037  (meters)    4261.92   (feet)  ADJUSTED  
 PW0163  ___________________________________________________________________
 PW0163  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 PW0163  DYNAMIC HT  -        1298.508 (meters)    4260.19  (feet)  COMP
 PW0163  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 PW0163
 PW0163  VERT ORDER  -  FIRST     CLASS II
 PW0163
 PW0163.The horizontal coordinates were scaled from a topographic map and have
 PW0163.an estimated accuracy of +/- 6 seconds.
 PW0163
 PW0163.The orthometric height was determined by differential leveling
 PW0163.and adjusted by the National Geodetic Survey in June 1991..
 PW0163
 PW0163.The geoid height was determined by GEOID03.
 PW0163
 PW0163.The dynamic height is computed by dividing the NAVD 88
 PW0163.geopotential number by the normal gravity value computed on the
 PW0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0163.degrees latitude (g = 980.6199 gals.).
 PW0163
 PW0163.The modeled gravity was interpolated from observed gravity values.
 PW0163
 PW0163;                    North         East    Units  Estimated Accuracy
 PW0163;SPC WYEC     -   565,790.      457,220.      MT  (+/- 180 meters Scaled)
 PW0163
 PW0163                          SUPERSEDED SURVEY CONTROL
 PW0163
 PW0163  NGVD 29 (??/??/92) 1298.281  (m)         4259.44   (f) ADJ UNCH    1 2
 PW0163
 PW0163.Superseded values are not recommended for survey control.
 PW0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0163.See file dsdata.txt to determine how the superseded data were derived.
 PW0163
 PW0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK723499(NAD 83)
 PW0163_MARKER: DB = BENCH MARK DISK
 PW0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0163_STAMPING: E 128 1957
 PW0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0163+STABILITY: SURFACE MOTION
 PW0163
 PW0163  HISTORY     - Date     Condition        Report By
 PW0163  HISTORY     - 1957     MONUMENTED       CGS
 PW0163
 PW0163                          STATION DESCRIPTION
 PW0163
 PW0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0163'14.35 MI NW FROM CLEARMONT.
 PW0163'14.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0163'RAILROAD FROM THE STATION AT CLEARMONT, 20 1/2 FEET NORTHEAST OF THE
 PW0163'2ND POLE NORTHWEST OF MILEPOST 675, AT A PRIVATE ROAD CROSSING, 79
 PW0163'FEET NORTHEAST OF THE NORTHEAST RAIL, 85 FEET NORTH OF THE CENTER OF
 PW0163'THE CROSSING, 20 FEET NORTHWEST OF THE CENTER LINE OF A GATE, 28 FEET
 PW0163'SOUTHWEST OF THE CENTER LINE OF THE ROAD PARALLELING THE TRACK, 2 FEET
 PW0163'SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 PW0163'ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK AND 1 FOOT BELOW THE LEVEL
 PW0163'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0135 ***********************************************************************
 PW0135  DESIGNATION -  E 129
 PW0135  PID         -  PW0135
 PW0135  STATE/COUNTY-  WY/SHERIDAN
 PW0135  USGS QUAD   -  SHERIDAN (1977)
 PW0135
 PW0135                         *CURRENT SURVEY CONTROL
 PW0135  ___________________________________________________________________
 PW0135* NAD 83(1986)-  44 46 26.     (N)    106 58 13.     (W)     SCALED    
 PW0135* NAVD 88     -      1203.268  (meters)    3947.72   (feet)  ADJUSTED  
 PW0135  ___________________________________________________________________
 PW0135  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 PW0135  DYNAMIC HT  -        1202.830 (meters)    3946.28  (feet)  COMP
 PW0135  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 PW0135
 PW0135  VERT ORDER  -  FIRST     CLASS II
 PW0135
 PW0135.This mark is at Sheridan County Airport (SHR)
 PW0135
 PW0135.The horizontal coordinates were scaled from a topographic map and have
 PW0135.an estimated accuracy of +/- 6 seconds.
 PW0135
 PW0135.The orthometric height was determined by differential leveling
 PW0135.and adjusted by the National Geodetic Survey in June 1991..
 PW0135
 PW0135.The geoid height was determined by GEOID03.
 PW0135
 PW0135.The dynamic height is computed by dividing the NAVD 88
 PW0135.geopotential number by the normal gravity value computed on the
 PW0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0135.degrees latitude (g = 980.6199 gals.).
 PW0135
 PW0135.The modeled gravity was interpolated from observed gravity values.
 PW0135
 PW0135;                    North         East    Units  Estimated Accuracy
 PW0135;SPC WYEC     -   574,800.      428,740.      MT  (+/- 180 meters Scaled)
 PW0135
 PW0135                          SUPERSEDED SURVEY CONTROL
 PW0135
 PW0135  NGVD 29 (??/??/92) 1202.544  (m)         3945.35   (f) ADJ UNCH    1 2
 PW0135
 PW0135.Superseded values are not recommended for survey control.
 PW0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0135.See file dsdata.txt to determine how the superseded data were derived.
 PW0135
 PW0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK441597(NAD 83)
 PW0135_MARKER: DB = BENCH MARK DISK
 PW0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0135_SP_SET: BUILDING
 PW0135_STAMPING: E 129 1957
 PW0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0135
 PW0135  HISTORY     - Date     Condition        Report By
 PW0135  HISTORY     - 1957     MONUMENTED       CGS
 PW0135  HISTORY     - 1970     GOOD             NGS
 PW0135
 PW0135                          STATION DESCRIPTION
 PW0135
 PW0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0135'2.0 MI SW FROM SHERIDAN.
 PW0135'0.2 MILE SOUTH ALONG MAIN STREET FROM THE SHERIDAN COUNTY COURTHOUSE,
 PW0135'THENCE 0.1 MILE WEST ALONG COLLEGE AVENUE, THENCE 1.0 MILE SOUTH ALONG
 PW0135'BIG HORN AVENUE, THENCE 0.7 MILE WEST AND SOUTHWEST ALONG AIRPORT
 PW0135'ROAD, AT THE SHERIDAN COUNTY AIRPORT, SET VERTICALLY IN THE EAST FACE
 PW0135'OF THE WESTERN AIRLINES TERMINAL BUILDING, 2 1/2 FEET SOUTH OF THE
 PW0135'NORTHEAST CORNER AND 2 1/2 FEET ABOVE THE GROUND.  NOTE-- THE BUILDING
 PW0135'MENTIONED IS NOW THE SHERIDAN COUNTY AIRPORT TERMINAL BLDG., WHICH HAS
 PW0135'BEEN EXTENDED.  THE MARK IS NOW 3.0 FEET SOUTH OF THE SOUTH EDGE OF
 PW0135'THE ENTRANCE LEADING TO WHAT IS PRESENTLY THE FAA FLIGHT SERVICE
 PW0135'STATION AND THE WEATHER BUREAU OFFICE.
 PW0135
 PW0135                          STATION RECOVERY (1970)
 PW0135
 PW0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PW0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0197 ***********************************************************************
 PX0197  DESIGNATION -  E 13
 PX0197  PID         -  PX0197
 PX0197  STATE/COUNTY-  WY/PARK
 PX0197  USGS QUAD   -  WAPITI (1991)
 PX0197
 PX0197                         *CURRENT SURVEY CONTROL
 PX0197  ___________________________________________________________________
 PX0197* NAD 83(1986)-  44 27 36.     (N)    109 28 35.     (W)     SCALED    
 PX0197* NAVD 88     -      1746.332  (meters)    5729.42   (feet)  ADJUSTED  
 PX0197  ___________________________________________________________________
 PX0197  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PX0197  DYNAMIC HT  -        1745.374 (meters)    5726.28  (feet)  COMP
 PX0197  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 PX0197
 PX0197  VERT ORDER  -  SECOND    CLASS 0
 PX0197
 PX0197.The horizontal coordinates were scaled from a topographic map and have
 PX0197.an estimated accuracy of +/- 6 seconds.
 PX0197
 PX0197.The orthometric height was determined by differential leveling
 PX0197.and adjusted by the National Geodetic Survey in June 1991..
 PX0197
 PX0197.The geoid height was determined by GEOID03.
 PX0197
 PX0197.The dynamic height is computed by dividing the NAVD 88
 PX0197.geopotential number by the normal gravity value computed on the
 PX0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0197.degrees latitude (g = 980.6199 gals.).
 PX0197
 PX0197.The modeled gravity was interpolated from observed gravity values.
 PX0197
 PX0197;                    North         East    Units  Estimated Accuracy
 PX0197;SPC WYWC     -   440,120.      542,200.      MT  (+/- 180 meters Scaled)
 PX0197
 PX0197                          SUPERSEDED SURVEY CONTROL
 PX0197
 PX0197  NGVD 29 (??/??/92) 1745.156  (m)         5725.57   (f) ADJ UNCH    2 0
 PX0197
 PX0197.Superseded values are not recommended for survey control.
 PX0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0197.See file dsdata.txt to determine how the superseded data were derived.
 PX0197
 PX0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ212240(NAD 83)
 PX0197_MARKER: DB = BENCH MARK DISK
 PX0197_SETTING: 80 = SET IN A BOULDER
 PX0197_STAMPING: 5725.238 E 13 1923
 PX0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0197+STABILITY: SURFACE MOTION
 PX0197
 PX0197  HISTORY     - Date     Condition        Report By
 PX0197  HISTORY     - 1923     MONUMENTED       CGS
 PX0197  HISTORY     - 1935     GOOD             NGS
 PX0197  HISTORY     - 1983     GOOD             USGS
 PX0197  HISTORY     - 20000712 MARK NOT FOUND   CGS
 PX0197
 PX0197                          STATION DESCRIPTION
 PX0197
 PX0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PX0197'22.5 MI W FROM CODY.
 PX0197'22.5 MILES WEST ALONG THE OLD CODY-EAST ENTRANCE ROAD FROM CODY, PARK
 PX0197'COUNTY, 0.2 MILE SOUTH OF THE NEW ROAD, 150 YARDS EAST OF THE OLD
 PX0197'RICHARD RANCH (NOW OWNED BY NED FROST), 25 FEET NORTH OF THE OLD ROAD,
 PX0197'4 FEET LOWER THAN THE ROAD, AND IN THE TOP OF A LARGE BOULDER. A
 PX0197'STANDARD DISK, STAMPED 5725.238 E 13 1923.
 PX0197
 PX0197                          STATION RECOVERY (1983)
 PX0197
 PX0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0197'22.5 MILES WEST ALONG OLD CODY-EAST ENTRANCE ROAD FROM THE
 PX0197'INTERSECTION OF U.S. 20 AND U.S. 14 IN CODY, WY. PROCEED WEST ON U.S.
 PX0197'20 19.7 MILES TO WAPITI POST OFFICE, CONTINUE WEST 2.1 MILES TO THE
 PX0197'SKYTEL RANCH ENTRANCE ON THE LEFT, TURN LEFT AND GO 0.1 MILES TO FORK
 PX0197'IN THE ROAD, TAKE FORK AND GO 100 FEET TO ANOTHER FORK AND TAKE LEFT
 PX0197'AGAIN, GO SOUTHEAST 0.1 MILE TO A ROAD ON LEFT LEADING EAST, FOLLOW
 PX0197'THIS ROAD 180 FEET EAST. B.M. IS ON THE LEFT, ON THE WEST SIDE OF
 PX0197'TREE, 24 FEET NORTH AND 5 FEET LOWER THAN THE ROAD.
 PX0197
 PX0197                          STATION RECOVERY (2000)
 PX0197
 PX0197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0197'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0354 ***********************************************************************
 PY0354  DESIGNATION -  E 130
 PY0354  PID         -  PY0354
 PY0354  STATE/COUNTY-  WY/PARK
 PY0354  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0354
 PY0354                         *CURRENT SURVEY CONTROL
 PY0354  ___________________________________________________________________
 PY0354* NAD 83(1986)-  44 39 11.     (N)    111 02 36.     (W)     SCALED    
 PY0354* NAVD 88     -      2042.884  (meters)    6702.36   (feet)  ADJUSTED  
 PY0354  ___________________________________________________________________
 PY0354  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0354  DYNAMIC HT  -        2041.714 (meters)    6698.52  (feet)  COMP
 PY0354  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 PY0354
 PY0354  VERT ORDER  -  FIRST     CLASS II
 PY0354
 PY0354.The horizontal coordinates were scaled from a topographic map and have
 PY0354.an estimated accuracy of +/- 6 seconds.
 PY0354
 PY0354.The orthometric height was determined by differential leveling
 PY0354.and adjusted by the National Geodetic Survey in June 1991..
 PY0354
 PY0354.The geoid height was determined by GEOID03.
 PY0354
 PY0354.The dynamic height is computed by dividing the NAVD 88
 PY0354.geopotential number by the normal gravity value computed on the
 PY0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0354.degrees latitude (g = 980.6199 gals.).
 PY0354
 PY0354.The modeled gravity was interpolated from observed gravity values.
 PY0354
 PY0354;                    North         East    Units  Estimated Accuracy
 PY0354;SPC WYWC     -   463,870.      418,100.      MT  (+/- 180 meters Scaled)
 PY0354
 PY0354                          SUPERSEDED SURVEY CONTROL
 PY0354
 PY0354  NGVD 29 (08/20/92) 2041.626  (m)         6698.23   (f) ADJUSTED    1 2
 PY0354
 PY0354.Superseded values are not recommended for survey control.
 PY0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0354.See file dsdata.txt to determine how the superseded data were derived.
 PY0354
 PY0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ965444(NAD 83)
 PY0354_MARKER: DB = BENCH MARK DISK
 PY0354_SETTING: 80 = SET IN A BOULDER
 PY0354_SP_SET: BOULDER
 PY0354_STAMPING: E 130 1959
 PY0354_MARK LOGO: CGS   
 PY0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0354+STABILITY: SURFACE MOTION
 PY0354
 PY0354  HISTORY     - Date     Condition        Report By
 PY0354  HISTORY     - 1959     MONUMENTED       CGS
 PY0354  HISTORY     - 1960     GOOD             NGS
 PY0354  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0354  HISTORY     - 1987     GOOD             NGS
 PY0354
 PY0354                          STATION DESCRIPTION
 PY0354
 PY0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 PY0354'2.95 MI E FROM WEST YELLOWSTONE.
 PY0354'ABOUT 2.95 MILES EAST ALONG THE WEST ENTRANCE ROAD TO THE YELLOWSTONE
 PY0354'NATIONAL PARK FROM THE UNION PACIFIC RAILROAD STATION AT WEST
 PY0354'YELLOWSTONE, MONTANA, IN YELLOWSTONE NATIONAL PARK, 99 FEET SOUTH OF
 PY0354'THE CENTER LINE OF THE ROAD, IN THE TOP OF A LARGE ROCK WHICH IS AT
 PY0354'THE FOOT OF THE EAST END OF A LARGE SOLID ROCK HILL, ABOUT 0.15 MILE
 PY0354'EAST OF A CURVE IN THE ROAD, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 PY0354'ROAD.
 PY0354
 PY0354                          STATION RECOVERY (1960)
 PY0354
 PY0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 PY0354'RECOVERED IN GOOD CONDITION.
 PY0354
 PY0354                          STATION RECOVERY (1983)
 PY0354
 PY0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0354'MARK NOT FOUND.
 PY0354
 PY0354                          STATION RECOVERY (1987)
 PY0354
 PY0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0251 ***********************************************************************
 MO0251  DESIGNATION -  E 130
 MO0251  PID         -  MO0251
 MO0251  STATE/COUNTY-  WY/LARAMIE
 MO0251  USGS QUAD   -  NIMMO RANCH (1991)
 MO0251
 MO0251                         *CURRENT SURVEY CONTROL
 MO0251  ___________________________________________________________________
 MO0251* NAD 83(1986)-  41 24 29.     (N)    104 54 00.     (W)     SCALED    
 MO0251* NAVD 88     -      1958.957  (meters)    6427.01   (feet)  ADJUSTED  
 MO0251  ___________________________________________________________________
 MO0251  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 MO0251  DYNAMIC HT  -        1957.303 (meters)    6421.58  (feet)  COMP
 MO0251  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 MO0251
 MO0251  VERT ORDER  -  SECOND    CLASS 0
 MO0251
 MO0251.The horizontal coordinates were scaled from a topographic map and have
 MO0251.an estimated accuracy of +/- 6 seconds.
 MO0251
 MO0251.The orthometric height was determined by differential leveling
 MO0251.and adjusted by the National Geodetic Survey in June 1991..
 MO0251
 MO0251.The geoid height was determined by GEOID03.
 MO0251
 MO0251.The dynamic height is computed by dividing the NAVD 88
 MO0251.geopotential number by the normal gravity value computed on the
 MO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0251.degrees latitude (g = 980.6199 gals.).
 MO0251
 MO0251.The modeled gravity was interpolated from observed gravity values.
 MO0251
 MO0251;                    North         East    Units  Estimated Accuracy
 MO0251;SPC WY E     -   100,870.      222,300.      MT  (+/- 180 meters Scaled)
 MO0251
 MO0251                          SUPERSEDED SURVEY CONTROL
 MO0251
 MO0251  NGVD 29 (??/??/92) 1957.975  (m)         6423.79   (f) ADJ UNCH    2 0
 MO0251
 MO0251.Superseded values are not recommended for survey control.
 MO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0251.See file dsdata.txt to determine how the superseded data were derived.
 MO0251
 MO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF083840(NAD 83)
 MO0251_MARKER: DB = BENCH MARK DISK
 MO0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0251_STAMPING: E 130 1959
 MO0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0251+STABILITY: SURFACE MOTION
 MO0251
 MO0251  HISTORY     - Date     Condition        Report By
 MO0251  HISTORY     - 1959     MONUMENTED       CGS
 MO0251  HISTORY     - 1984     GOOD             DMA
 MO0251
 MO0251                          STATION DESCRIPTION
 MO0251
 MO0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0251'20.6 MI N FROM CHEYENNE.
 MO0251'0.4 MILE WEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0251'CHEYENNE, THENCE WEST ON PERSHING BLVD. FOR 0.8 MILE, THENCE
 MO0251'NORTH ON INTERSTATE HIGHWAY 25 FOR 16.2 MILES, THENCE NORTHWEST
 MO0251'ON OLD U.S. HIHGWAY 87 FOR 2.2 MILES.  53 FEET NORTHEAST OF THE
 MO0251'CENTERLINE OF THE HIGHWAY, 30 FEET NORTHWEST OF THE CENTERLINE
 MO0251'OF GRAVELED ROAD LEADING TO WHITAKER RANCH, 2 FEET WEST OF A
 MO0251'METAL WITNESS POST AND 18 INCHES SOUTH OF A FENCE CORNER.  SET
 MO0251'IN A CONCRETE POST THAT PROJECTS 3 INCHES.
 MO0251
 MO0251                          STATION RECOVERY (1984)
 MO0251
 MO0251'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0174 ***********************************************************************
 MQ0174  DESIGNATION -  E 131
 MQ0174  PID         -  MQ0174
 MQ0174  STATE/COUNTY-  WY/SWEETWATER
 MQ0174  USGS QUAD   -  KANDA (1978)
 MQ0174
 MQ0174                         *CURRENT SURVEY CONTROL
 MQ0174  ___________________________________________________________________
 MQ0174* NAD 83(1986)-  41 31 51.     (N)    109 21 44.     (W)     SCALED    
 MQ0174* NAVD 88     -      1886.013  (meters)    6187.69   (feet)  ADJUSTED  
 MQ0174  ___________________________________________________________________
 MQ0174  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 MQ0174  DYNAMIC HT  -        1884.385 (meters)    6182.35  (feet)  COMP
 MQ0174  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 MQ0174
 MQ0174  VERT ORDER  -  FIRST     CLASS II
 MQ0174
 MQ0174.The horizontal coordinates were scaled from a topographic map and have
 MQ0174.an estimated accuracy of +/- 6 seconds.
 MQ0174
 MQ0174.The orthometric height was determined by differential leveling
 MQ0174.and adjusted by the National Geodetic Survey in June 1991..
 MQ0174
 MQ0174.The geoid height was determined by GEOID03.
 MQ0174
 MQ0174.The dynamic height is computed by dividing the NAVD 88
 MQ0174.geopotential number by the normal gravity value computed on the
 MQ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0174.degrees latitude (g = 980.6199 gals.).
 MQ0174
 MQ0174.The modeled gravity was interpolated from observed gravity values.
 MQ0174
 MQ0174;                    North         East    Units  Estimated Accuracy
 MQ0174;SPC WYWC     -   114,650.      548,910.      MT  (+/- 180 meters Scaled)
 MQ0174
 MQ0174                          SUPERSEDED SURVEY CONTROL
 MQ0174
 MQ0174  NGVD 29 (06/08/92) 1884.698  (m)         6183.38   (f) ADJUSTED    1 2
 MQ0174
 MQ0174.Superseded values are not recommended for survey control.
 MQ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0174.See file dsdata.txt to determine how the superseded data were derived.
 MQ0174
 MQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL366989(NAD 83)
 MQ0174_MARKER: DB = BENCH MARK DISK
 MQ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0174_STAMPING: E 131 1958
 MQ0174_MARK LOGO: CGS   
 MQ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0174+STABILITY: SURFACE MOTION
 MQ0174
 MQ0174  HISTORY     - Date     Condition        Report By
 MQ0174  HISTORY     - 1958     MONUMENTED       CGS
 MQ0174  HISTORY     - 1983     GOOD             NGS
 MQ0174
 MQ0174                          STATION DESCRIPTION
 MQ0174
 MQ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0174'5.9 MI NE FROM GREEN RIVER.
 MQ0174'ABOUT 5.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0174'STATION AT GREEN RIVER, 263 FEET NORTH OF THE 4TH TELEPHONE POLE WEST
 MQ0174'OF MILE POST 811, 186 FEET NORTH OF THE NEAR RAIL, 22 FEET EAST OF THE
 MQ0174'CENTER LINE OF A DIRT ROAD, 2 FEET NORTH OF THE FENCE, 2 FEET EAST OF
 MQ0174'A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE TRACKS, AND IN THE TOP OF
 MQ0174'A CONCRETE POST PROJECTING 5 INCHES.
 MQ0174
 MQ0174                          STATION RECOVERY (1983)
 MQ0174
 MQ0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0264 ***********************************************************************
 MQ0264  DESIGNATION -  E 132
 MQ0264  PID         -  MQ0264
 MQ0264  STATE/COUNTY-  WY/SWEETWATER
 MQ0264  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0264
 MQ0264                         *CURRENT SURVEY CONTROL
 MQ0264  ___________________________________________________________________
 MQ0264* NAD 83(1986)-  41 32 35.     (N)    109 49 46.     (W)     SCALED    
 MQ0264* NAVD 88     -      1939.149  (meters)    6362.02   (feet)  ADJUSTED  
 MQ0264  ___________________________________________________________________
 MQ0264  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 MQ0264  DYNAMIC HT  -        1937.472 (meters)    6356.52  (feet)  COMP
 MQ0264  MODELED GRAV-     979,689.7   (mgal)                       NAVD 88
 MQ0264
 MQ0264  VERT ORDER  -  FIRST     CLASS II
 MQ0264
 MQ0264.The horizontal coordinates were scaled from a topographic map and have
 MQ0264.an estimated accuracy of +/- 6 seconds.
 MQ0264
 MQ0264.The orthometric height was determined by differential leveling
 MQ0264.and adjusted by the National Geodetic Survey in June 1991..
 MQ0264
 MQ0264.The geoid height was determined by GEOID03.
 MQ0264
 MQ0264.The dynamic height is computed by dividing the NAVD 88
 MQ0264.geopotential number by the normal gravity value computed on the
 MQ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0264.degrees latitude (g = 980.6199 gals.).
 MQ0264
 MQ0264.The modeled gravity was interpolated from observed gravity values.
 MQ0264
 MQ0264;                    North         East    Units  Estimated Accuracy
 MQ0264;SPC WYWC     -   116,390.      509,940.      MT  (+/- 180 meters Scaled)
 MQ0264
 MQ0264                          SUPERSEDED SURVEY CONTROL
 MQ0264
 MQ0264  NGVD 29 (??/??/92) 1937.834  (m)         6357.71   (f) ADJ UNCH    1 2
 MQ0264
 MQ0264.Superseded values are not recommended for survey control.
 MQ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0264.See file dsdata.txt to determine how the superseded data were derived.
 MQ0264
 MQ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL976997(NAD 83)
 MQ0264_MARKER: DB = BENCH MARK DISK
 MQ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0264_STAMPING: E 132 1958
 MQ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0264+STABILITY: SURFACE MOTION
 MQ0264
 MQ0264  HISTORY     - Date     Condition        Report By
 MQ0264  HISTORY     - 1958     MONUMENTED       CGS
 MQ0264  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0264
 MQ0264                          STATION DESCRIPTION
 MQ0264
 MQ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0264'9.4 MI E FROM GRANGER.
 MQ0264'ABOUT 2.75 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0264'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 2.2 MILES SOUTHEAST
 MQ0264'ALONG U. S. HIGHWAY 30 N, THENCE ABOUT 4.45 MILES EAST ALONG U. S.
 MQ0264'HIGHWAY 30, 127 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ON THE
 MQ0264'CREST OF A SMALL RIDGE, AT THE EAST END OF A LONG CUT, 2 FEET NORTH OF
 MQ0264'A CONCRETE WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 MQ0264'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MQ0264
 MQ0264                          STATION RECOVERY (1983)
 MQ0264
 MQ0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0264'THIS LOCATION IS NOW INTERSTATE HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0022 ***********************************************************************
 MR0022  DESIGNATION -  E 133
 MR0022  PID         -  MR0022
 MR0022  STATE/COUNTY-  WY/UINTA
 MR0022  USGS QUAD   -  HAMPTON (1969)
 MR0022
 MR0022                         *CURRENT SURVEY CONTROL
 MR0022  ___________________________________________________________________
 MR0022* NAD 83(1986)-  41 32 36.     (N)    110 17 43.     (W)     SCALED    
 MR0022* NAVD 88     -      1949.816  (meters)    6397.02   (feet)  ADJUSTED  
 MR0022  ___________________________________________________________________
 MR0022  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 MR0022  DYNAMIC HT  -        1948.134 (meters)    6391.50  (feet)  COMP
 MR0022  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 MR0022
 MR0022  VERT ORDER  -  FIRST     CLASS II
 MR0022
 MR0022.The horizontal coordinates were scaled from a topographic map and have
 MR0022.an estimated accuracy of +/- 6 seconds.
 MR0022
 MR0022.The orthometric height was determined by differential leveling
 MR0022.and adjusted by the National Geodetic Survey in June 1991..
 MR0022
 MR0022.The geoid height was determined by GEOID03.
 MR0022
 MR0022.The dynamic height is computed by dividing the NAVD 88
 MR0022.geopotential number by the normal gravity value computed on the
 MR0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0022.degrees latitude (g = 980.6199 gals.).
 MR0022
 MR0022.The modeled gravity was interpolated from observed gravity values.
 MR0022
 MR0022;                    North         East    Units  Estimated Accuracy
 MR0022;SPC WY W     -   215,880.      782,320.      MT  (+/- 180 meters Scaled)
 MR0022
 MR0022                          SUPERSEDED SURVEY CONTROL
 MR0022
 MR0022  NGVD 29 (06/08/92) 1948.525  (m)         6392.79   (f) ADJUSTED    1 2
 MR0022
 MR0022.Superseded values are not recommended for survey control.
 MR0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0022.See file dsdata.txt to determine how the superseded data were derived.
 MR0022
 MR0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL587993(NAD 83)
 MR0022_MARKER: DB = BENCH MARK DISK
 MR0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0022_STAMPING: E 133 1958
 MR0022_MARK LOGO: CGS   
 MR0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0022+STABILITY: SURFACE MOTION
 MR0022
 MR0022  HISTORY     - Date     Condition        Report By
 MR0022  HISTORY     - 1958     MONUMENTED       CGS
 MR0022  HISTORY     - 1983     GOOD             NGS
 MR0022
 MR0022                          STATION DESCRIPTION
 MR0022
 MR0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0022'10.5 MI NE FROM CARTER.
 MR0022'ABOUT 10.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0022'STATION AT CARTER, 10 FEET SOUTH-SOUTHWEST OF MILEPOST 865, 100 FEET
 MR0022'SOUTH OF THE SOUTH RAIL, ABOUT 0.9 MILE EAST OF THE HAMPTON SIDING, 2
 MR0022'FEET WEST OF A METAL WITNESS POST, 1 FOOT NORTH OF A FENCE, ABOUT
 MR0022'LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 MR0022'INCHES.
 MR0022
 MR0022                          STATION RECOVERY (1983)
 MR0022
 MR0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0144 ***********************************************************************
 MR0144  DESIGNATION -  E 134
 MR0144  PID         -  MR0144
 MR0144  STATE/COUNTY-  WY/UINTA
 MR0144  USGS QUAD   -  MILLIS (1965)
 MR0144
 MR0144                         *CURRENT SURVEY CONTROL
 MR0144  ___________________________________________________________________
 MR0144* NAD 83(1986)-  41 13 08.     (N)    110 54 15.     (W)     SCALED    
 MR0144* NAVD 88     -      2106.363  (meters)    6910.63   (feet)  ADJUSTED  
 MR0144  ___________________________________________________________________
 MR0144  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 MR0144  DYNAMIC HT  -        2104.390 (meters)    6904.15  (feet)  COMP
 MR0144  MODELED GRAV-     979,612.2   (mgal)                       NAVD 88
 MR0144
 MR0144  VERT ORDER  -  FIRST     CLASS II
 MR0144
 MR0144.The horizontal coordinates were scaled from a topographic map and have
 MR0144.an estimated accuracy of +/- 6 seconds.
 MR0144
 MR0144.The orthometric height was determined by differential leveling
 MR0144.and adjusted by the National Geodetic Survey in June 1991..
 MR0144
 MR0144.The geoid height was determined by GEOID03.
 MR0144
 MR0144.The dynamic height is computed by dividing the NAVD 88
 MR0144.geopotential number by the normal gravity value computed on the
 MR0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0144.degrees latitude (g = 980.6199 gals.).
 MR0144
 MR0144.The modeled gravity was interpolated from observed gravity values.
 MR0144
 MR0144;                    North         East    Units  Estimated Accuracy
 MR0144;SPC WY W     -   180,150.      731,170.      MT  (+/- 180 meters Scaled)
 MR0144
 MR0144                          SUPERSEDED SURVEY CONTROL
 MR0144
 MR0144  NGVD 29 (06/08/92) 2105.031  (m)         6906.26   (f) ADJUSTED    1 2
 MR0144
 MR0144.Superseded values are not recommended for survey control.
 MR0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0144.See file dsdata.txt to determine how the superseded data were derived.
 MR0144
 MR0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL080630(NAD 83)
 MR0144_MARKER: DB = BENCH MARK DISK
 MR0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0144_SP_SET: CULVERT
 MR0144_STAMPING: E 134 1958
 MR0144_MARK LOGO: CGS   
 MR0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0144
 MR0144  HISTORY     - Date     Condition        Report By
 MR0144  HISTORY     - 1958     MONUMENTED       CGS
 MR0144  HISTORY     - 1983     GOOD             NGS
 MR0144
 MR0144                          STATION DESCRIPTION
 MR0144
 MR0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0144'5.1 MI SE FROM EVANSTON.
 MR0144'ABOUT 5.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0144'STATION AT EVANSTON, 4 POLES NORTHWEST OF MILEPOST 912, ABOUT 0.4 MILE
 MR0144'SOUTHEAST OF THE MILLIS SIDING SIGN, IN THE TOP OF THE NORTHWEST END
 MR0144'OF THE SOUTHWEST CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT, 12 FEET
 MR0144'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF
 MR0144'THE TRACKS.
 MR0144
 MR0144                          STATION RECOVERY (1983)
 MR0144
 MR0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0124 ***********************************************************************
 MR0124  DESIGNATION -  E 135
 MR0124  PID         -  MR0124
 MR0124  STATE/COUNTY-  WY/UINTA
 MR0124  USGS QUAD   -  RAGAN (1978)
 MR0124
 MR0124                         *CURRENT SURVEY CONTROL
 MR0124  ___________________________________________________________________
 MR0124* NAD 83(1986)-  41 15 58.     (N)    110 39 57.     (W)     SCALED    
 MR0124* NAVD 88     -      2110.580  (meters)    6924.46   (feet)  ADJUSTED  
 MR0124  ___________________________________________________________________
 MR0124  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MR0124  DYNAMIC HT  -        2108.675 (meters)    6918.21  (feet)  COMP
 MR0124  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 MR0124
 MR0124  VERT ORDER  -  FIRST     CLASS II
 MR0124
 MR0124.The horizontal coordinates were scaled from a topographic map and have
 MR0124.an estimated accuracy of +/- 6 seconds.
 MR0124
 MR0124.The orthometric height was determined by differential leveling
 MR0124.and adjusted by the National Geodetic Survey in June 1991..
 MR0124
 MR0124.The geoid height was determined by GEOID03.
 MR0124
 MR0124.The dynamic height is computed by dividing the NAVD 88
 MR0124.geopotential number by the normal gravity value computed on the
 MR0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0124.degrees latitude (g = 980.6199 gals.).
 MR0124
 MR0124.The modeled gravity was interpolated from observed gravity values.
 MR0124
 MR0124;                    North         East    Units  Estimated Accuracy
 MR0124;SPC WY W     -   185,240.      751,190.      MT  (+/- 180 meters Scaled)
 MR0124
 MR0124                          SUPERSEDED SURVEY CONTROL
 MR0124
 MR0124  NGVD 29 (06/08/92) 2109.296  (m)         6920.25   (f) ADJUSTED    1 2
 MR0124
 MR0124.Superseded values are not recommended for survey control.
 MR0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0124.See file dsdata.txt to determine how the superseded data were derived.
 MR0124
 MR0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL279683(NAD 83)
 MR0124_MARKER: DB = BENCH MARK DISK
 MR0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0124_SP_SET: ABUTMENT
 MR0124_STAMPING: E 135 1958
 MR0124_MARK LOGO: CGS   
 MR0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0124
 MR0124  HISTORY     - Date     Condition        Report By
 MR0124  HISTORY     - 1958     MONUMENTED       CGS
 MR0124  HISTORY     - 1983     GOOD             NGS
 MR0124
 MR0124                          STATION DESCRIPTION
 MR0124
 MR0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0124'8.1 MI NE FROM ALTAMONT.
 MR0124'ABOUT 8.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0124'STATION AT ALTAMONT, ABOUT 0.5 MILE NORTHEAST OF MILEPOST 896, IN THE
 MR0124'TOP OF THE EAST WING WALL OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 MR0124'U.S. HIGHWAY 30S UNDERPASS, 8 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 MR0124'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 MR0124
 MR0124                          STATION RECOVERY (1983)
 MR0124
 MR0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0124'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0124'FOLLOWING EXCEPTION, ADD IN BRIDGE NUMBER 895.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0192 ***********************************************************************
 PX0192  DESIGNATION -  E 14
 PX0192  PID         -  PX0192
 PX0192  STATE/COUNTY-  WY/PARK
 PX0192  USGS QUAD   -  CASTLE ROCK CREEK (1987)
 PX0192
 PX0192                         *CURRENT SURVEY CONTROL
 PX0192  ___________________________________________________________________
 PX0192* NAD 83(1986)-  44 29 14.     (N)    109 20 55.     (W)     SCALED    
 PX0192* NAVD 88     -      1672.931  (meters)    5488.61   (feet)  POSTED    
 PX0192  ___________________________________________________________________
 PX0192  GEOID HEIGHT-          -9.62  (meters)                     GEOID03
 PX0192  DYNAMIC HT  -        1672.080 (meters)    5485.82  (feet)  COMP
 PX0192  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 PX0192
 PX0192  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PX0192
 PX0192.The horizontal coordinates were scaled from a topographic map and have
 PX0192.an estimated accuracy of +/- 6 seconds.
 PX0192
 PX0192.The orthometric height was determined by differential leveling
 PX0192.and adjusted by the National Geodetic Survey in 1992..
 PX0192.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PX0192.rate of 1.1 thru 2.0 mm/km.
 PX0192
 PX0192.The geoid height was determined by GEOID03.
 PX0192
 PX0192.The dynamic height is computed by dividing the NAVD 88
 PX0192.geopotential number by the normal gravity value computed on the
 PX0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0192.degrees latitude (g = 980.6199 gals.).
 PX0192
 PX0192.The modeled gravity was interpolated from observed gravity values.
 PX0192
 PX0192;                    North         East    Units  Estimated Accuracy
 PX0192;SPC WYWC     -   443,060.      552,390.      MT  (+/- 180 meters Scaled)
 PX0192
 PX0192                          SUPERSEDED SURVEY CONTROL
 PX0192
 PX0192.No superseded survey control is available for this station.
 PX0192
 PX0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ313273(NAD 83)
 PX0192_MARKER: DD = SURVEY DISK
 PX0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0192_SP_SET: ABUTMENT
 PX0192_STAMPING: 5486
 PX0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0192
 PX0192  HISTORY     - Date     Condition        Report By
 PX0192  HISTORY     - UNK      MONUMENTED       USGS
 PX0192  HISTORY     - 1934     MARK NOT FOUND   NGS
 PX0192
 PX0192                          STATION DESCRIPTION
 PX0192
 PX0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0192'17.0 MI W FROM CODY.
 PX0192'17.0 MILES WEST ALONG THE CODY-EAST ENTRANCE ROAD FROM CODY, PARK
 PX0192'COUNTY, 200 FEET EAST OF THE BRIDGE OVER TROUT CREEK, IN THE SOUTHWEST
 PX0192'ABUTMENT OF A CULVERT OVER THERMAN DITCH, AND BENEATH THE PLANKING OF
 PX0192'THE ROADWAY.  A U. S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5486.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0049 ***********************************************************************
 NR0049  DESIGNATION -  E 141
 NR0049  PID         -  NR0049
 NR0049  STATE/COUNTY-  WY/NATRONA
 NR0049  USGS QUAD   -  SHEEP CREEK (1960)
 NR0049
 NR0049                         *CURRENT SURVEY CONTROL
 NR0049  ___________________________________________________________________
 NR0049* NAD 83(1986)-  42 35 48.     (N)    106 20 57.     (W)     SCALED    
 NR0049* NAVD 88     -      1910.084  (meters)    6266.67   (feet)  ADJUSTED  
 NR0049  ___________________________________________________________________
 NR0049  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 NR0049  DYNAMIC HT  -        1908.764 (meters)    6262.34  (feet)  COMP
 NR0049  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 NR0049
 NR0049  VERT ORDER  -  SECOND    CLASS 0
 NR0049
 NR0049.The horizontal coordinates were scaled from a topographic map and have
 NR0049.an estimated accuracy of +/- 6 seconds.
 NR0049
 NR0049.The orthometric height was determined by differential leveling
 NR0049.and adjusted by the National Geodetic Survey in June 1991..
 NR0049
 NR0049.The geoid height was determined by GEOID03.
 NR0049
 NR0049.The dynamic height is computed by dividing the NAVD 88
 NR0049.geopotential number by the normal gravity value computed on the
 NR0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0049.degrees latitude (g = 980.6199 gals.).
 NR0049
 NR0049.The modeled gravity was interpolated from observed gravity values.
 NR0049
 NR0049;                    North         East    Units  Estimated Accuracy
 NR0049;SPC WYEC     -   333,320.      480,770.      MT  (+/- 180 meters Scaled)
 NR0049
 NR0049                          SUPERSEDED SURVEY CONTROL
 NR0049
 NR0049  NGVD 29 (??/??/92) 1909.126  (m)         6263.52   (f) ADJ UNCH    2 0
 NR0049
 NR0049.Superseded values are not recommended for survey control.
 NR0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0049.See file dsdata.txt to determine how the superseded data were derived.
 NR0049
 NR0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH893169(NAD 83)
 NR0049_MARKER: DB = BENCH MARK DISK
 NR0049_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NR0049_SP_SET: 32.5 FT.
 NR0049_STAMPING: E 141 1959
 NR0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0049
 NR0049  HISTORY     - Date     Condition        Report By
 NR0049  HISTORY     - 1959     MONUMENTED       CGS
 NR0049
 NR0049                          STATION DESCRIPTION
 NR0049
 NR0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0049'30.1 MI S FROM CASPER.
 NR0049'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0049'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0049'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0049'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0049'ROAD, THENCE ABOUT 5.3 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE
 NR0049'SUMMIT OF A RIDGE, 59 FEET EAST OF THE CENTER LINE OF THE ROAD, IN
 NR0049'SECTION 31, R 79 W, T 31 N, 1.7 FEET WEST OF A METAL WITNESS POST,
 NR0049'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 NR0049'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 32 1/2 FEET AND IS
 NR0049'ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0091 ***********************************************************************
 NR0091  DESIGNATION -  E 142
 NR0091  PID         -  NR0091
 NR0091  STATE/COUNTY-  WY/CARBON
 NR0091  USGS QUAD   -  CHALK HILLS (1984)
 NR0091
 NR0091                         *CURRENT SURVEY CONTROL
 NR0091  ___________________________________________________________________
 NR0091* NAD 83(1986)-  42 17 48.     (N)    106 06 02.     (W)     SCALED    
 NR0091* NAVD 88     -      2156.374  (meters)    7074.70   (feet)  ADJUSTED  
 NR0091  ___________________________________________________________________
 NR0091  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 NR0091  DYNAMIC HT  -        2154.690 (meters)    7069.18  (feet)  COMP
 NR0091  MODELED GRAV-     979,762.6   (mgal)                       NAVD 88
 NR0091
 NR0091  VERT ORDER  -  SECOND    CLASS 0
 NR0091
 NR0091.The horizontal coordinates were scaled from a topographic map and have
 NR0091.an estimated accuracy of +/- 6 seconds.
 NR0091
 NR0091.The orthometric height was determined by differential leveling
 NR0091.and adjusted by the National Geodetic Survey in June 1991..
 NR0091
 NR0091.The geoid height was determined by GEOID03.
 NR0091
 NR0091.The dynamic height is computed by dividing the NAVD 88
 NR0091.geopotential number by the normal gravity value computed on the
 NR0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0091.degrees latitude (g = 980.6199 gals.).
 NR0091
 NR0091.The modeled gravity was interpolated from observed gravity values.
 NR0091
 NR0091;                    North         East    Units  Estimated Accuracy
 NR0091;SPC WYEC     -   300,260.      501,660.      MT  (+/- 180 meters Scaled)
 NR0091
 NR0091                          SUPERSEDED SURVEY CONTROL
 NR0091
 NR0091  NGVD 29 (??/??/92) 2155.310  (m)         7071.21   (f) ADJ UNCH    2 0
 NR0091
 NR0091.Superseded values are not recommended for survey control.
 NR0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0091.See file dsdata.txt to determine how the superseded data were derived.
 NR0091
 NR0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG092833(NAD 83)
 NR0091_MARKER: DB = BENCH MARK DISK
 NR0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0091_STAMPING: E 142 1959
 NR0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0091+STABILITY: SURFACE MOTION
 NR0091
 NR0091  HISTORY     - Date     Condition        Report By
 NR0091  HISTORY     - 1959     MONUMENTED       CGS
 NR0091
 NR0091                          STATION DESCRIPTION
 NR0091
 NR0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0091'31.7 MI N FROM MEDICINE BOW.
 NR0091'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0091'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0091'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0091'ABOUT 12.6 MILES NORTHEAST ALONG A DIRT ROAD, 50 FEET NORTHWEST OF THE
 NR0091'CENTER LINE OF THE ROAD, IN SECTION 19, R 77 W, T 27 N, 51 FEET
 NR0091'SOUTHEAST OF THE CENTER LINE OF AN ABANDONED ROAD BED, ABOUT 2 FEET
 NR0091'BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NR0091'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0337 ***********************************************************************
 NQ0337  DESIGNATION -  E 143
 NQ0337  PID         -  NQ0337
 NQ0337  STATE/COUNTY-  WY/PLATTE
 NQ0337  USGS QUAD   -  HIGHTOWER (1981)
 NQ0337
 NQ0337                         *CURRENT SURVEY CONTROL
 NQ0337  ___________________________________________________________________
 NQ0337* NAD 83(1986)-  42 06 13.     (N)    105 05 20.     (W)     SCALED    
 NQ0337* NAVD 88     -      1401.577  (meters)    4598.34   (feet)  ADJUSTED  
 NQ0337  ___________________________________________________________________
 NQ0337  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 NQ0337  DYNAMIC HT  -        1400.687 (meters)    4595.42  (feet)  COMP
 NQ0337  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 NQ0337
 NQ0337  VERT ORDER  -  SECOND    CLASS 0
 NQ0337
 NQ0337.The horizontal coordinates were scaled from a topographic map and have
 NQ0337.an estimated accuracy of +/- 6 seconds.
 NQ0337
 NQ0337.The orthometric height was determined by differential leveling
 NQ0337.and adjusted by the National Geodetic Survey in June 1991..
 NQ0337
 NQ0337.The geoid height was determined by GEOID03.
 NQ0337
 NQ0337.The dynamic height is computed by dividing the NAVD 88
 NQ0337.geopotential number by the normal gravity value computed on the
 NQ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0337.degrees latitude (g = 980.6199 gals.).
 NQ0337
 NQ0337.The modeled gravity was interpolated from observed gravity values.
 NQ0337
 NQ0337;                    North         East    Units  Estimated Accuracy
 NQ0337;SPC WY E     -   178,090.      206,430.      MT  (+/- 180 meters Scaled)
 NQ0337
 NQ0337                          SUPERSEDED SURVEY CONTROL
 NQ0337
 NQ0337  NGVD 29 (??/??/92) 1400.783  (m)         4595.74   (f) ADJ UNCH    2 0
 NQ0337
 NQ0337.Superseded values are not recommended for survey control.
 NQ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0337.See file dsdata.txt to determine how the superseded data were derived.
 NQ0337
 NQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG926612(NAD 83)
 NQ0337_MARKER: DB = BENCH MARK DISK
 NQ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0337_STAMPING: E 143 1959
 NQ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0337+STABILITY: SURFACE MOTION
 NQ0337
 NQ0337  HISTORY     - Date     Condition        Report By
 NQ0337  HISTORY     - 1959     MONUMENTED       CGS
 NQ0337
 NQ0337                          STATION DESCRIPTION
 NQ0337
 NQ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0337'10.2 MI NW FROM WHEATLAND.
 NQ0337'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0337'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0337'ALONG STATE HIGHWAY 107, THENCE ABOUT 1.8 MILES NORTHWEST ALONG A
 NQ0337'PAVED ROAD, IN THE SOUTHEAST 1/4 OF SECTION 26, T 25 N, R 69 W,
 NQ0337'36 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE WEST
 NQ0337'OF A SHARP CURVE IN THE ROAD, 64 FEET NORTHWEST OF THE NORTHWEST
 NQ0337'CORNER OF AN OLD CONCRETE BRIDGE OVER SYBILLE CREEK, 1 1/2 FEET
 NQ0337'SOUTH OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, AND IN
 NQ0337'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0365 ***********************************************************************
 NQ0365  DESIGNATION -  E 144
 NQ0365  PID         -  NQ0365
 NQ0365  STATE/COUNTY-  WY/ALBANY
 NQ0365  USGS QUAD   -  DAVIDSON FLATS (1992)
 NQ0365
 NQ0365                         *CURRENT SURVEY CONTROL
 NQ0365  ___________________________________________________________________
 NQ0365* NAD 83(1986)-  42 06 34.     (N)    105 26 46.     (W)     SCALED    
 NQ0365* NAVD 88     -      2122.638  (meters)    6964.02   (feet)  ADJUSTED  
 NQ0365  ___________________________________________________________________
 NQ0365  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 NQ0365  DYNAMIC HT  -        2121.051 (meters)    6958.81  (feet)  COMP
 NQ0365  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 NQ0365
 NQ0365  VERT ORDER  -  SECOND    CLASS 0
 NQ0365
 NQ0365.The horizontal coordinates were scaled from a topographic map and have
 NQ0365.an estimated accuracy of +/- 6 seconds.
 NQ0365
 NQ0365.The orthometric height was determined by differential leveling
 NQ0365.and adjusted by the National Geodetic Survey in June 1991..
 NQ0365
 NQ0365.The geoid height was determined by GEOID03.
 NQ0365
 NQ0365.The dynamic height is computed by dividing the NAVD 88
 NQ0365.geopotential number by the normal gravity value computed on the
 NQ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0365.degrees latitude (g = 980.6199 gals.).
 NQ0365
 NQ0365.The modeled gravity was interpolated from observed gravity values.
 NQ0365
 NQ0365;                    North         East    Units  Estimated Accuracy
 NQ0365;SPC WY E     -   178,770.      176,890.      MT  (+/- 180 meters Scaled)
 NQ0365
 NQ0365                          SUPERSEDED SURVEY CONTROL
 NQ0365
 NQ0365  NGVD 29 (??/??/92) 2121.704  (m)         6960.96   (f) ADJ UNCH    2 0
 NQ0365
 NQ0365.Superseded values are not recommended for survey control.
 NQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0365.See file dsdata.txt to determine how the superseded data were derived.
 NQ0365
 NQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG631620(NAD 83)
 NQ0365_MARKER: DB = BENCH MARK DISK
 NQ0365_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0365_SP_SET: ROCK OUTCROP
 NQ0365_STAMPING: E 144 1959
 NQ0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0365+STABILITY: POSITION/ELEVATION WELL
 NQ0365
 NQ0365  HISTORY     - Date     Condition        Report By
 NQ0365  HISTORY     - 1959     MONUMENTED       CGS
 NQ0365
 NQ0365                          STATION DESCRIPTION
 NQ0365
 NQ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0365'12.6 MI E FROM GARRETT.
 NQ0365'ABOUT 0.6 MILES SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0365'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG
 NQ0365'A GRADED DIRT ROAD, THENCE ABOUT 3.55 MILES NORTHEAST ALONG A
 NQ0365'TRACK ROAD TO THE JUNCTION OF A TRACK ROAD IN THE BOTTOM OF A
 NQ0365'DRAW, THENCE ABOUT 4.15 MILES SOUTHEAST ALONG A TRACK ROAD,
 NQ0365'THENCE ABOUT 1.4 MILES NORTHEAST ALONG A TRACK ROAD LEADING
 NQ0365'TO THE WILSON RANCH, IN THE WEST SIDE OF SECTION 26, T 25 N,
 NQ0365'R 72 W, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP
 NQ0365'OF A FLAT ROCK OUTCROP FLUSH WITH THE GROUND, ABOUT 0.3 MILE
 NQ0365'WEST OF A BARN AND STOCK PENS, ABOUT 0.3 MILE EAST OF A WOODEN
 NQ0365'CULVERT OVER A STREAM IN A DRAW, 282 FEET SOUTHEAST OF A T FENCE
 NQ0365'CORNER, 180 FEET EAST OF A FENCE, 28 1/2 FEET NORTH-NORTHEAST
 NQ0365'OF A FORKED CEDAR TREE ON THE TOP OF A ROCKY POINT, AND ABOUT
 NQ0365'5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0389 ***********************************************************************
 NQ0389  DESIGNATION -  E 145
 NQ0389  PID         -  NQ0389
 NQ0389  STATE/COUNTY-  WY/ALBANY
 NQ0389  USGS QUAD   -  ROGERS CREEK (1968)
 NQ0389
 NQ0389                         *CURRENT SURVEY CONTROL
 NQ0389  ___________________________________________________________________
 NQ0389* NAD 83(1986)-  42 08 43.     (N)    105 46 39.     (W)     SCALED    
 NQ0389* NAVD 88     -      2161.414  (meters)    7091.24   (feet)  ADJUSTED  
 NQ0389  ___________________________________________________________________
 NQ0389  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 NQ0389  DYNAMIC HT  -        2159.735 (meters)    7085.73  (feet)  COMP
 NQ0389  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 NQ0389
 NQ0389  VERT ORDER  -  SECOND    CLASS 0
 NQ0389
 NQ0389.The horizontal coordinates were scaled from a topographic map and have
 NQ0389.an estimated accuracy of +/- 6 seconds.
 NQ0389
 NQ0389.The orthometric height was determined by differential leveling
 NQ0389.and adjusted by the National Geodetic Survey in June 1991..
 NQ0389
 NQ0389.The geoid height was determined by GEOID03.
 NQ0389
 NQ0389.The dynamic height is computed by dividing the NAVD 88
 NQ0389.geopotential number by the normal gravity value computed on the
 NQ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0389.degrees latitude (g = 980.6199 gals.).
 NQ0389
 NQ0389.The modeled gravity was interpolated from observed gravity values.
 NQ0389
 NQ0389;                    North         East    Units  Estimated Accuracy
 NQ0389;SPC WY E     -   182,890.      149,510.      MT  (+/- 180 meters Scaled)
 NQ0389
 NQ0389                          SUPERSEDED SURVEY CONTROL
 NQ0389
 NQ0389  NGVD 29 (??/??/92) 2160.400  (m)         7087.91   (f) ADJ UNCH    2 0
 NQ0389
 NQ0389.Superseded values are not recommended for survey control.
 NQ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0389.See file dsdata.txt to determine how the superseded data were derived.
 NQ0389
 NQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG357661(NAD 83)
 NQ0389_MARKER: DB = BENCH MARK DISK
 NQ0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0389_STAMPING: E 145 1959
 NQ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0389+STABILITY: SURFACE MOTION
 NQ0389
 NQ0389  HISTORY     - Date     Condition        Report By
 NQ0389  HISTORY     - 1959     MONUMENTED       CGS
 NQ0389
 NQ0389                          STATION DESCRIPTION
 NQ0389
 NQ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0389'11.5 MI NW FROM GARRETT.
 NQ0389'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0389'POST OFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG A
 NQ0389'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6 MILE
 NQ0389'SOUTH ALONG THE OLD FORT FETTERMAN ROAD WHICH IS COUNTY ROAD 61,
 NQ0389'THENCE ABOUT 2.25 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 NQ0389'WHICH IS COUNTY ROAD 64, NEAR THE SOUTH SIDE OF SECTION 12,
 NQ0389'T 25 N, R 75 W, 64 FEET NORTHEAST OF THE CENTER LINE OF THE
 NQ0389'ROAD, ABOUT 0.7 MILE SOUTHWEST OF A WINDMILL, 69 FEET SOUTHEAST
 NQ0389'OF THE CENTER LINE OF A DIM TRACK ROAD, 59 FEET NORTHEAST OF THE
 NQ0389'NORTHEAST END OF A CATTLE GUARD, 2 FEET NORTHWEST OF A FENCE,
 NQ0389'2.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 NQ0389'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0413 ***********************************************************************
 NQ0413  DESIGNATION -  E 146
 NQ0413  PID         -  NQ0413
 NQ0413  STATE/COUNTY-  WY/ALBANY
 NQ0413  USGS QUAD   -  PASS CREEK (1964)
 NQ0413
 NQ0413                         *CURRENT SURVEY CONTROL
 NQ0413  ___________________________________________________________________
 NQ0413* NAD 83(1986)-  42 21 16.     (N)    105 57 04.     (W)     SCALED    
 NQ0413* NAVD 88     -      2251.054  (meters)    7385.33   (feet)  ADJUSTED  
 NQ0413  ___________________________________________________________________
 NQ0413  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 NQ0413  DYNAMIC HT  -        2249.308 (meters)    7379.60  (feet)  COMP
 NQ0413  MODELED GRAV-     979,763.9   (mgal)                       NAVD 88
 NQ0413
 NQ0413  VERT ORDER  -  SECOND    CLASS 0
 NQ0413
 NQ0413.The horizontal coordinates were scaled from a topographic map and have
 NQ0413.an estimated accuracy of +/- 6 seconds.
 NQ0413
 NQ0413.The orthometric height was determined by differential leveling
 NQ0413.and adjusted by the National Geodetic Survey in June 1991..
 NQ0413
 NQ0413.The geoid height was determined by GEOID03.
 NQ0413
 NQ0413.The dynamic height is computed by dividing the NAVD 88
 NQ0413.geopotential number by the normal gravity value computed on the
 NQ0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0413.degrees latitude (g = 980.6199 gals.).
 NQ0413
 NQ0413.The modeled gravity was interpolated from observed gravity values.
 NQ0413
 NQ0413;                    North         East    Units  Estimated Accuracy
 NQ0413;SPC WY E     -   206,240.      135,370.      MT  (+/- 180 meters Scaled)
 NQ0413
 NQ0413                          SUPERSEDED SURVEY CONTROL
 NQ0413
 NQ0413  NGVD 29 (??/??/92) 2249.998  (m)         7381.87   (f) ADJ UNCH    2 0
 NQ0413
 NQ0413.Superseded values are not recommended for survey control.
 NQ0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0413.See file dsdata.txt to determine how the superseded data were derived.
 NQ0413
 NQ0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG216895(NAD 83)
 NQ0413_MARKER: DB = BENCH MARK DISK
 NQ0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0413_STAMPING: E 146 1959
 NQ0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0413+STABILITY: SURFACE MOTION
 NQ0413
 NQ0413  HISTORY     - Date     Condition        Report By
 NQ0413  HISTORY     - 1959     MONUMENTED       CGS
 NQ0413
 NQ0413                          STATION DESCRIPTION
 NQ0413
 NQ0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0413'2.8 MI SE FROM LITTLE MEDICINE.
 NQ0413'ABOUT 2.8 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE RANCH
 NQ0413'BUILDINGS AT LITTLE MEDICINE, 90 FEET WEST OF THE CENTER LINE
 NQ0413'OF THE ROAD, IN THE NORTHEAST 1/4 OF SECTION 33, T 28 N, R 76 W,
 NQ0413'139 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WOODEN
 NQ0413'BRIDGE OVER A DRAW, 33 FEET NORTH OF THE CENTER LINE OF A DIM
 NQ0413'TRAIL ROAD LEADING WEST, 2.5 FEET NORTHWEST OF A METAL WITNESS
 NQ0413'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0338 ***********************************************************************
 MP0338  DESIGNATION -  E 15
 MP0338  PID         -  MP0338
 MP0338  STATE/COUNTY-  WY/CARBON
 MP0338  USGS QUAD   -  PEACH ORCHARD FLAT (1982)
 MP0338
 MP0338                         *CURRENT SURVEY CONTROL
 MP0338  ___________________________________________________________________
 MP0338* NAD 83(1986)-  41 07 45.     (N)    107 38 51.     (W)     SCALED    
 MP0338* NAVD 88     -      1936.038  (meters)    6351.82   (feet)  ADJUSTED  
 MP0338  ___________________________________________________________________
 MP0338  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MP0338  DYNAMIC HT  -        1934.295 (meters)    6346.10  (feet)  COMP
 MP0338  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 MP0338
 MP0338  VERT ORDER  -  FIRST     CLASS II
 MP0338
 MP0338.The horizontal coordinates were scaled from a topographic map and have
 MP0338.an estimated accuracy of +/- 6 seconds.
 MP0338
 MP0338.The orthometric height was determined by differential leveling
 MP0338.and adjusted by the National Geodetic Survey in June 1991..
 MP0338
 MP0338.The geoid height was determined by GEOID03.
 MP0338
 MP0338.The dynamic height is computed by dividing the NAVD 88
 MP0338.geopotential number by the normal gravity value computed on the
 MP0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0338.degrees latitude (g = 980.6199 gals.).
 MP0338
 MP0338.The modeled gravity was interpolated from observed gravity values.
 MP0338
 MP0338;                    North         East    Units  Estimated Accuracy
 MP0338;SPC WYEC     -   169,910.      373,620.      MT  (+/- 180 meters Scaled)
 MP0338
 MP0338                          SUPERSEDED SURVEY CONTROL
 MP0338
 MP0338  NGVD 29 (??/??/92) 1934.831  (m)         6347.86   (f) ADJ UNCH    1 2
 MP0338
 MP0338.Superseded values are not recommended for survey control.
 MP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0338.See file dsdata.txt to determine how the superseded data were derived.
 MP0338
 MP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF777564(NAD 83)
 MP0338_MARKER: DB = BENCH MARK DISK
 MP0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0338_STAMPING: E 15 1933
 MP0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0338+STABILITY: SURFACE MOTION
 MP0338
 MP0338  HISTORY     - Date     Condition        Report By
 MP0338  HISTORY     - 1933     MONUMENTED       CGS
 MP0338  HISTORY     - 1978     MARK NOT FOUND   USGS
 MP0338
 MP0338                          STATION DESCRIPTION
 MP0338
 MP0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0338'7.1 MI N FROM BAGGS.
 MP0338'ABOUT 7.1 MILES NORTH ALONG STATE HIGHWAY 789 FROM BAGGS, CARBON
 MP0338'COUNTY, 250 FEET SOUTH OF THE CENTER LINE OF A DOUBLE IRON CULVERT AND
 MP0338'56 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AT A T-ROAD WEST. A
 MP0338'STANDARD DISK, STAMPED E 15 1933 AND SET IN THE TOP OF A CONCRETE
 MP0338'POST.
 MP0338
 MP0338                          STATION RECOVERY (1978)
 MP0338
 MP0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MP0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0307 ***********************************************************************
 MO0307  DESIGNATION -  E 150
 MO0307  PID         -  MO0307
 MO0307  STATE/COUNTY-  WY/LARAMIE
 MO0307  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0307
 MO0307                         *CURRENT SURVEY CONTROL
 MO0307  ___________________________________________________________________
 MO0307* NAD 83(1986)-  41 37 36.     (N)    104 50 45.     (W)     SCALED    
 MO0307* NAVD 88     -      1750.613  (meters)    5743.47   (feet)  ADJUSTED  
 MO0307  ___________________________________________________________________
 MO0307  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 MO0307  DYNAMIC HT  -        1749.241 (meters)    5738.97  (feet)  COMP
 MO0307  MODELED GRAV-     979,777.1   (mgal)                       NAVD 88
 MO0307
 MO0307  VERT ORDER  -  SECOND    CLASS 0
 MO0307
 MO0307.The horizontal coordinates were scaled from a topographic map and have
 MO0307.an estimated accuracy of +/- 6 seconds.
 MO0307
 MO0307.The orthometric height was determined by differential leveling
 MO0307.and adjusted by the National Geodetic Survey in June 1991..
 MO0307
 MO0307.The geoid height was determined by GEOID03.
 MO0307
 MO0307.The dynamic height is computed by dividing the NAVD 88
 MO0307.geopotential number by the normal gravity value computed on the
 MO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0307.degrees latitude (g = 980.6199 gals.).
 MO0307
 MO0307.The modeled gravity was interpolated from observed gravity values.
 MO0307
 MO0307;                    North         East    Units  Estimated Accuracy
 MO0307;SPC WY E     -   125,160.      226,730.      MT  (+/- 180 meters Scaled)
 MO0307
 MO0307                          SUPERSEDED SURVEY CONTROL
 MO0307
 MO0307  NGVD 29 (??/??/92) 1749.694  (m)         5740.45   (f) ADJ UNCH    2 0
 MO0307
 MO0307.Superseded values are not recommended for survey control.
 MO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0307.See file dsdata.txt to determine how the superseded data were derived.
 MO0307
 MO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG128083(NAD 83)
 MO0307_MARKER: DB = BENCH MARK DISK
 MO0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0307_STAMPING: E 150 1960
 MO0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0307+STABILITY: SURFACE MOTION
 MO0307
 MO0307  HISTORY     - Date     Condition        Report By
 MO0307  HISTORY     - 1960     MONUMENTED       CGS
 MO0307
 MO0307                          STATION DESCRIPTION
 MO0307
 MO0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MO0307'8.4 MI S FROM CHUGWATER.
 MO0307'8.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 MO0307'CHUGWATER, WYOMING, THENCE 0.25 MILE EAST ON GRAVEL ROAD TO OLD
 MO0307'HIGHWAY, THENCE 0.8 MILE SOUTH ALONG OLD HIGHWAY, 75 FEET WEST
 MO0307'OF CENTER OF ROAD, 1 FOOT EAST OF FENCE, 4.5 FEET NORTH OF GATE,
 MO0307'2 FEET ABOVE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 MO0307'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0055 ***********************************************************************
 MQ0055  DESIGNATION -  E 151
 MQ0055  PID         -  MQ0055
 MQ0055  STATE/COUNTY-  WY/SWEETWATER
 MQ0055  USGS QUAD   -  ERICKSON-KENT RANCH (1978)
 MQ0055
 MQ0055                         *CURRENT SURVEY CONTROL
 MQ0055  ___________________________________________________________________
 MQ0055* NAD 83(1986)-  41 10 52.     (N)    108 49 58.     (W)     SCALED    
 MQ0055* NAVD 88     -      2164.376  (meters)    7100.96   (feet)  ADJUSTED  
 MQ0055  ___________________________________________________________________
 MQ0055  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 MQ0055  DYNAMIC HT  -        2162.362 (meters)    7094.35  (feet)  COMP
 MQ0055  MODELED GRAV-     979,615.7   (mgal)                       NAVD 88
 MQ0055
 MQ0055  VERT ORDER  -  SECOND    CLASS 0
 MQ0055
 MQ0055.The horizontal coordinates were scaled from a topographic map and have
 MQ0055.an estimated accuracy of +/- 6 seconds.
 MQ0055
 MQ0055.The orthometric height was determined by differential leveling
 MQ0055.and adjusted by the National Geodetic Survey in June 1991..
 MQ0055
 MQ0055.The geoid height was determined by GEOID03.
 MQ0055
 MQ0055.The dynamic height is computed by dividing the NAVD 88
 MQ0055.geopotential number by the normal gravity value computed on the
 MQ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0055.degrees latitude (g = 980.6199 gals.).
 MQ0055
 MQ0055.The modeled gravity was interpolated from observed gravity values.
 MQ0055
 MQ0055;                    North         East    Units  Estimated Accuracy
 MQ0055;SPC WYWC     -    75,640.      593,060.      MT  (+/- 180 meters Scaled)
 MQ0055
 MQ0055                          SUPERSEDED SURVEY CONTROL
 MQ0055
 MQ0055  NGVD 29 (??/??/92) 2162.98   (m)         7096.4    (f) COMPUTED    2 0
 MQ0055
 MQ0055.Superseded values are not recommended for survey control.
 MQ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0055.See file dsdata.txt to determine how the superseded data were derived.
 MQ0055
 MQ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL817611(NAD 83)
 MQ0055_MARKER: DB = BENCH MARK DISK
 MQ0055_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0055_SP_SET: OUTCROP
 MQ0055_STAMPING: E 151 1962
 MQ0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0055+STABILITY: POSITION/ELEVATION WELL
 MQ0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MQ0055+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0055
 MQ0055  HISTORY     - Date     Condition        Report By
 MQ0055  HISTORY     - 1962     MONUMENTED       CGS
 MQ0055  HISTORY     - 20011003 GOOD             WYHD
 MQ0055
 MQ0055                          STATION DESCRIPTION
 MQ0055
 MQ0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0055'41.1 MI SE FROM ROCK SPRINGS.
 MQ0055'41.1 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0055'ROCK SPRINGS, IN THE TOP OF A LARGE OUTCROP WHICH PROJECTS ABOUT 2 1/2
 MQ0055'FEET ABOVE THE GROUND, 196 FEET EAST OF THE CENTER LINE OF THE
 MQ0055'HIGHWAY, DIRECTLY EAST OF A LONE SMALL POINTED MOUND, 83 FEET EAST OF
 MQ0055'A WITNESS POST, AND ABOUT 15 FEET HIGHER THAN THE HIGHWAY.
 MQ0055
 MQ0055                          STATION RECOVERY (2001)
 MQ0055
 MQ0055'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0034 ***********************************************************************
 MQ0034  DESIGNATION -  E 152
 MQ0034  PID         -  MQ0034
 MQ0034  STATE/COUNTY-  WY/SWEETWATER
 MQ0034  USGS QUAD   -  CAMEL ROCK (1976)
 MQ0034
 MQ0034                         *CURRENT SURVEY CONTROL
 MQ0034  ___________________________________________________________________
 MQ0034* NAD 83(1986)-  41 25 52.     (N)    108 56 14.     (W)     SCALED    
 MQ0034* NAVD 88     -      2022.624  (meters)    6635.89   (feet)  ADJUSTED  
 MQ0034  ___________________________________________________________________
 MQ0034  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 MQ0034  DYNAMIC HT  -        2020.891 (meters)    6630.21  (feet)  COMP
 MQ0034  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 MQ0034
 MQ0034  VERT ORDER  -  SECOND    CLASS 0
 MQ0034
 MQ0034.The horizontal coordinates were scaled from a topographic map and have
 MQ0034.an estimated accuracy of +/- 6 seconds.
 MQ0034
 MQ0034.The orthometric height was determined by differential leveling
 MQ0034.and adjusted by the National Geodetic Survey in June 1991..
 MQ0034
 MQ0034.The geoid height was determined by GEOID03.
 MQ0034
 MQ0034.The dynamic height is computed by dividing the NAVD 88
 MQ0034.geopotential number by the normal gravity value computed on the
 MQ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0034.degrees latitude (g = 980.6199 gals.).
 MQ0034
 MQ0034.The modeled gravity was interpolated from observed gravity values.
 MQ0034
 MQ0034;                    North         East    Units  Estimated Accuracy
 MQ0034;SPC WYWC     -   103,410.      584,350.      MT  (+/- 180 meters Scaled)
 MQ0034
 MQ0034                          SUPERSEDED SURVEY CONTROL
 MQ0034
 MQ0034  NGVD 29 (??/??/92) 2021.334  (m)         6631.66   (f) ADJ UNCH    2 0
 MQ0034
 MQ0034.Superseded values are not recommended for survey control.
 MQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0034.See file dsdata.txt to determine how the superseded data were derived.
 MQ0034
 MQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL723886(NAD 83)
 MQ0034_MARKER: DB = BENCH MARK DISK
 MQ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0034_STAMPING: E 152 1962
 MQ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0034+STABILITY: SURFACE MOTION
 MQ0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0034+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0034
 MQ0034  HISTORY     - Date     Condition        Report By
 MQ0034  HISTORY     - 1962     MONUMENTED       CGS
 MQ0034  HISTORY     - 20011003 GOOD             WYHD
 MQ0034
 MQ0034                          STATION DESCRIPTION
 MQ0034
 MQ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0034'19.8 MI SE FROM ROCK SPRINGS.
 MQ0034'19.8 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0034'ROCK SPRINGS, 93 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 21.3
 MQ0034'FEET WEST OF A DRAINAGE DITCH, 2.4 FEET NORTH OF A WITNESS POST, ABOUT
 MQ0034'1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 MQ0034'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MQ0034
 MQ0034                          STATION RECOVERY (2001)
 MQ0034
 MQ0034'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0182 ***********************************************************************
 MR0182  DESIGNATION -  E 153
 MR0182  PID         -  MR0182
 MR0182  STATE/COUNTY-  WY/UINTA
 MR0182  USGS QUAD   -  PORCUPINE RIDGE (1991)
 MR0182
 MR0182                         *CURRENT SURVEY CONTROL
 MR0182  ___________________________________________________________________
 MR0182* NAD 83(1986)-  41 02 21.     (N)    111 00 08.     (W)     SCALED    
 MR0182* NAVD 88     -      2269.153  (meters)    7444.71   (feet)  ADJUSTED  
 MR0182  ___________________________________________________________________
 MR0182  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 MR0182  DYNAMIC HT  -        2266.976 (meters)    7437.57  (feet)  COMP
 MR0182  MODELED GRAV-     979,582.7   (mgal)                       NAVD 88
 MR0182
 MR0182  VERT ORDER  -  SECOND    CLASS 0
 MR0182
 MR0182.The horizontal coordinates were scaled from a topographic map and have
 MR0182.an estimated accuracy of +/- 6 seconds.
 MR0182
 MR0182.The orthometric height was determined by differential leveling
 MR0182.and adjusted by the National Geodetic Survey in June 1991..
 MR0182
 MR0182.The geoid height was determined by GEOID03.
 MR0182
 MR0182.The dynamic height is computed by dividing the NAVD 88
 MR0182.geopotential number by the normal gravity value computed on the
 MR0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0182.degrees latitude (g = 980.6199 gals.).
 MR0182
 MR0182.The modeled gravity was interpolated from observed gravity values.
 MR0182
 MR0182;                    North         East    Units  Estimated Accuracy
 MR0182;SPC WY W     -   160,280.      722,740.      MT  (+/- 180 meters Scaled)
 MR0182
 MR0182                          SUPERSEDED SURVEY CONTROL
 MR0182
 MR0182  NGVD 29 (??/??/92) 2267.743  (m)         7440.09   (f) ADJ UNCH    2 0
 MR0182
 MR0182.Superseded values are not recommended for survey control.
 MR0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0182.See file dsdata.txt to determine how the superseded data were derived.
 MR0182
 MR0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL998431(NAD 83)
 MR0182_MARKER: DB = BENCH MARK DISK
 MR0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0182_STAMPING: E 153 1962
 MR0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0182+STABILITY: SURFACE MOTION
 MR0182
 MR0182  HISTORY     - Date     Condition        Report By
 MR0182  HISTORY     - 1962     MONUMENTED       CGS
 MR0182
 MR0182                          STATION DESCRIPTION
 MR0182
 MR0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0182'26.4 MI S FROM EVANSTON.
 MR0182'19.8 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0182'OF U.S. HIGHWAY 189 AT EVANSTON, THENCE 6.6 MILES WEST ALONG A DIRT
 MR0182'ROAD, 0.1 MILE WEST OF THE CREST OF A SHORT STEEP GRADE, 37 FEET NORTH
 MR0182'OF THE CENTER LINE OF THE ROAD, 8.0 FEET SOUTH OF A FENCE, 2.9 FEET
 MR0182'SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND SET
 MR0182'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0135 ***********************************************************************
 PY0135  DESIGNATION -  E 157
 PY0135  PID         -  PY0135
 PY0135  STATE/COUNTY-  WY/PARK
 PY0135  USGS QUAD   -  MAMMOTH (1986)
 PY0135
 PY0135                         *CURRENT SURVEY CONTROL
 PY0135  ___________________________________________________________________
 PY0135* NAD 83(1986)-  44 57 57.     (N)    110 42 31.     (W)     SCALED    
 PY0135* NAVD 88     -      2018.475  (meters)    6622.28   (feet)  POSTED    
 PY0135  ___________________________________________________________________
 PY0135  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0135  DYNAMIC HT  -        2017.400 (meters)    6618.75  (feet)  COMP
 PY0135  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 PY0135
 PY0135  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0135
 PY0135.The horizontal coordinates were scaled from a topographic map and have
 PY0135.an estimated accuracy of +/- 6 seconds.
 PY0135
 PY0135.The orthometric height was determined by differential leveling
 PY0135.and adjusted by the National Geodetic Survey in 1992..
 PY0135.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0135.rate of 3.1 thru 4.0 mm/km.
 PY0135
 PY0135.The geoid height was determined by GEOID03.
 PY0135
 PY0135.The dynamic height is computed by dividing the NAVD 88
 PY0135.geopotential number by the normal gravity value computed on the
 PY0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0135.degrees latitude (g = 980.6199 gals.).
 PY0135
 PY0135.The modeled gravity was interpolated from observed gravity values.
 PY0135
 PY0135;                    North         East    Units  Estimated Accuracy
 PY0135;SPC WYWC     -   497,930.      445,490.      MT  (+/- 180 meters Scaled)
 PY0135
 PY0135                          SUPERSEDED SURVEY CONTROL
 PY0135
 PY0135  NGVD 29 (??/??/92) 2017.147  (m)         6617.92   (f) ADJ UNCH    1 2
 PY0135
 PY0135.Superseded values are not recommended for survey control.
 PY0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0135.See file dsdata.txt to determine how the superseded data were derived.
 PY0135
 PY0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ229791(NAD 83)
 PY0135_MARKER: DB = BENCH MARK DISK
 PY0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0135_SP_SET: SEWER PLATE
 PY0135_STAMPING: E 157 1960
 PY0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0135
 PY0135  HISTORY     - Date     Condition        Report By
 PY0135  HISTORY     - 1960     MONUMENTED       CGS
 PY0135  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0135
 PY0135                          STATION DESCRIPTION
 PY0135
 PY0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0135'2.2 MI S FROM MAMMOTH HOT SPRINGS.
 PY0135'ABOUT 2.2 MILES SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0135'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, 0.1 MILE
 PY0135'SOUTH-SOUTHWEST OF A VERY SHARP CURVE, AT THE JUNCTION WITH SCENIC
 PY0135'LOOP ROAD, SET IN THE TOP OF THE WEST SIDE OF A 2 X 3 FEET CONCRETE
 PY0135'SEWER AND SEWER PLATE, 19 1/2 FEET WEST OF THE CENTER LINE OF THE
 PY0135'HIGHWAY, 40 FEET SOUTH OF THE CENTER LINE OF THE SCENIC LOOP ROAD, 44
 PY0135'FEET SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION WITH THE SCENIC
 PY0135'LOOP ROAD, AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 PY0135
 PY0135                          STATION RECOVERY (1983)
 PY0135
 PY0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0102 ***********************************************************************
 PY0102  DESIGNATION -  E 158
 PY0102  PID         -  PY0102
 PY0102  STATE/COUNTY-  WY/PARK
 PY0102  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0102
 PY0102                         *CURRENT SURVEY CONTROL
 PY0102  ___________________________________________________________________
 PY0102* NAD 83(1986)-  44 41 25.     (N)    110 44 43.     (W)     SCALED    
 PY0102* NAVD 88     -      2239.543  (meters)    7347.57   (feet)  ADJUSTED  
 PY0102  ___________________________________________________________________
 PY0102  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 PY0102  DYNAMIC HT  -        2238.125 (meters)    7342.92  (feet)  COMP
 PY0102  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 PY0102
 PY0102  VERT ORDER  -  FIRST     CLASS II
 PY0102
 PY0102.The horizontal coordinates were scaled from a topographic map and have
 PY0102.an estimated accuracy of +/- 6 seconds.
 PY0102
 PY0102.The orthometric height was determined by differential leveling
 PY0102.and adjusted by the National Geodetic Survey in June 1991..
 PY0102
 PY0102.The geoid height was determined by GEOID03.
 PY0102
 PY0102.The dynamic height is computed by dividing the NAVD 88
 PY0102.geopotential number by the normal gravity value computed on the
 PY0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0102.degrees latitude (g = 980.6199 gals.).
 PY0102
 PY0102.The modeled gravity was interpolated from observed gravity values.
 PY0102
 PY0102;                    North         East    Units  Estimated Accuracy
 PY0102;SPC WYWC     -   467,390.      441,840.      MT  (+/- 180 meters Scaled)
 PY0102
 PY0102                          SUPERSEDED SURVEY CONTROL
 PY0102
 PY0102  NGVD 29 (??/??/92) 2237.994  (m)         7342.49   (f) ADJ UNCH    1 2
 PY0102
 PY0102.Superseded values are not recommended for survey control.
 PY0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0102.See file dsdata.txt to determine how the superseded data were derived.
 PY0102
 PY0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ201485(NAD 83)
 PY0102_MARKER: DB = BENCH MARK DISK
 PY0102_SETTING: 66 = SET IN ROCK OUTCROP
 PY0102_SP_SET: BEDROCK
 PY0102_STAMPING: E 158 1960
 PY0102_MARK LOGO: CGS   
 PY0102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0102+STABILITY: POSITION/ELEVATION WELL
 PY0102
 PY0102  HISTORY     - Date     Condition        Report By
 PY0102  HISTORY     - 1960     MONUMENTED       CGS
 PY0102  HISTORY     - 1975     GOOD             USGS
 PY0102  HISTORY     - 1981     MARK NOT FOUND   USGS
 PY0102  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0102
 PY0102                          STATION DESCRIPTION
 PY0102
 PY0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0102'3.75 MI SW FROM NORRIS.
 PY0102'ABOUT 3.75 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0102'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, AT THE SOUTH END OF GIBBON
 PY0102'MEADOWS, 0.5 MILE NORTH OF A BRIDGE OVER THE GIBBON RIVER, EAST AND
 PY0102'ACROSS THE HIGHWAY FROM A PARKING AREA, SET IN THE TOP OF A LEDGE OF A
 PY0102'ROCK OUTCROP WHICH PROJECTS 2 1/2 FEET, 37 FEET EAST OF THE CENTER
 PY0102'LINE OF THE HIGHWAY, 74 FEET EAST OF AND ACROSS THE HIGHWAY FROM THE
 PY0102'GIBBON CANYON SIGN BOARD, 35 FEET SOUTHEAST OF A 7 X 14 FEET BOULDER
 PY0102'AND ABOUT 6 FEET ABOVE THE HIGHWAY.
 PY0102
 PY0102                          STATION RECOVERY (1975)
 PY0102
 PY0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 PY0102'RECOVERED IN GOOD CONDITION.
 PY0102
 PY0102                          STATION RECOVERY (1981)
 PY0102
 PY0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PY0102'MARK NOT FOUND.
 PY0102
 PY0102                          STATION RECOVERY (1983)
 PY0102
 PY0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0001 ***********************************************************************
 PX0001  DESIGNATION -  E 159
 PX0001  PID         -  PX0001
 PX0001  STATE/COUNTY-  WY/BIG HORN
 PX0001  USGS QUAD   -  GREYBULL NORTH (1966)
 PX0001
 PX0001                         *CURRENT SURVEY CONTROL
 PX0001  ___________________________________________________________________
 PX0001* NAD 83(1986)-  44 30 22.     (N)    108 03 47.     (W)     SCALED    
 PX0001* NAVD 88     -      1164.474  (meters)    3820.45   (feet)  ADJUSTED  
 PX0001  ___________________________________________________________________
 PX0001  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 PX0001  DYNAMIC HT  -        1164.017 (meters)    3818.95  (feet)  COMP
 PX0001  MODELED GRAV-     980,185.4   (mgal)                       NAVD 88
 PX0001  OBS GRAVITY -     980,184.8   (mgal)                       GRAV_OBS
 PX0001
 PX0001  VERT ORDER  -  FIRST     CLASS II
 PX0001
 PX0001.The horizontal coordinates were scaled from a topographic map and have
 PX0001.an estimated accuracy of +/- 6 seconds.
 PX0001
 PX0001.The orthometric height was determined by differential leveling
 PX0001.and adjusted by the National Geodetic Survey in June 1991..
 PX0001
 PX0001.The geoid height was determined by GEOID03.
 PX0001
 PX0001.The dynamic height is computed by dividing the NAVD 88
 PX0001.geopotential number by the normal gravity value computed on the
 PX0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0001.degrees latitude (g = 980.6199 gals.).
 PX0001
 PX0001.The modeled gravity was interpolated from observed gravity values.
 PX0001.The observed gravity was obtained from relative gravimeter ties
 PX0001.to the IGSN71 gravity network.
 PX0001
 PX0001;                    North         East    Units  Estimated Accuracy
 PX0001;SPC WYEC     -   545,240.      341,980.      MT  (+/- 180 meters Scaled)
 PX0001
 PX0001                          SUPERSEDED SURVEY CONTROL
 PX0001
 PX0001  NGVD 29 (06/08/92) 1163.685  (m)         3817.86   (f) ADJUSTED    1 2
 PX0001
 PX0001.Superseded values are not recommended for survey control.
 PX0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0001.See file dsdata.txt to determine how the superseded data were derived.
 PX0001
 PX0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ334322(NAD 83)
 PX0001_MARKER: DB = BENCH MARK DISK
 PX0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0001_SP_SET: ABUTMENT
 PX0001_STAMPING: E 159 1966
 PX0001_MARK LOGO: CGS   
 PX0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0001
 PX0001  HISTORY     - Date     Condition        Report By
 PX0001  HISTORY     - 1966     MONUMENTED       CGS
 PX0001  HISTORY     - 1982     GOOD             NGS
 PX0001
 PX0001                          STATION DESCRIPTION
 PX0001
 PX0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PX0001'1.6 MI NW FROM GREYBULL.
 PX0001'0.1 MILE WEST ALONG GREYBULL AVENUE (U.S. HIGHWAY 14) FROM THE POST
 PX0001'OFFICE AT GREYBULL, THENCE 1.5 MILES NORTH ALONG U.S. HIGHWAY 20 AND
 PX0001'16, 1.0 MILE NORTH OF BENCH MARK D 159, IN THE TOP AND 0.7 FOOT EAST
 PX0001'OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS
 PX0001'OVER THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 23 1/2 FEET WEST OF
 PX0001'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE
 PX0001'HIGHWAY.
 PX0001
 PX0001                          STATION RECOVERY (1982)
 PX0001
 PX0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0001'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN GREYBULL, AT
 PX0001'THE INTERSECTION OF OF U. S. HIGHWAY 20 AND THE BURLINGTON NORTHERN
 PX0001'RAILROAD, IN TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE
 PX0001'HIGHWAY 20 OVERPASS OF THE RAILROAD AND 7.2 METERS (23.6 FT) NORTH OF
 PX0001'THE CENTERLINE OF THE HIGHWAY.
 PX0001'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0423 ***********************************************************************
 NQ0423  DESIGNATION -  E 16
 NQ0423  PID         -  NQ0423
 NQ0423  STATE/COUNTY-  WY/CONVERSE
 NQ0423  USGS QUAD   -  CAREYHURST (1974)
 NQ0423
 NQ0423                         *CURRENT SURVEY CONTROL
 NQ0423  ___________________________________________________________________
 NQ0423* NAD 83(1986)-  42 51 23.     (N)    105 38 27.     (W)     SCALED    
 NQ0423* NAVD 88     -      1497.068  (meters)    4911.63   (feet)  ADJUSTED  
 NQ0423  ___________________________________________________________________
 NQ0423  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 NQ0423  DYNAMIC HT  -        1496.131 (meters)    4908.56  (feet)  COMP
 NQ0423  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 NQ0423
 NQ0423  VERT ORDER  -  FIRST     CLASS II
 NQ0423
 NQ0423.The horizontal coordinates were scaled from a topographic map and have
 NQ0423.an estimated accuracy of +/- 6 seconds.
 NQ0423
 NQ0423.The orthometric height was determined by differential leveling
 NQ0423.and adjusted by the National Geodetic Survey in June 1991..
 NQ0423
 NQ0423.The geoid height was determined by GEOID03.
 NQ0423
 NQ0423.The dynamic height is computed by dividing the NAVD 88
 NQ0423.geopotential number by the normal gravity value computed on the
 NQ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0423.degrees latitude (g = 980.6199 gals.).
 NQ0423
 NQ0423.The modeled gravity was interpolated from observed gravity values.
 NQ0423
 NQ0423;                    North         East    Units  Estimated Accuracy
 NQ0423;SPC WY E     -   261,810.      161,250.      MT  (+/- 180 meters Scaled)
 NQ0423
 NQ0423                          SUPERSEDED SURVEY CONTROL
 NQ0423
 NQ0423  NGVD 29 (??/??/92) 1496.191  (m)         4908.75   (f) ADJ UNCH    1 2
 NQ0423
 NQ0423.Superseded values are not recommended for survey control.
 NQ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0423.See file dsdata.txt to determine how the superseded data were derived.
 NQ0423
 NQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH476450(NAD 83)
 NQ0423_MARKER: DB = BENCH MARK DISK
 NQ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0423_STAMPING: E 16 1934
 NQ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0423+STABILITY: SURFACE MOTION
 NQ0423
 NQ0423  HISTORY     - Date     Condition        Report By
 NQ0423  HISTORY     - 1934     MONUMENTED       CGS
 NQ0423
 NQ0423                          STATION DESCRIPTION
 NQ0423
 NQ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0423'1.5 MI E FROM CAREY.
 NQ0423'1.5 MILES E. BY RAIL, OF C.B. AND Q.R.R. STATION, ALONG THE
 NQ0423'CHICAGO, BURLINGTON AND QUINCY R.R., 1560 FT. E. OF M.P. 166.
 NQ0423'AT ROAD X-ING, AND 80.5 FT. N.W. OF X-ING.  77.0 FT. N. OF N.
 NQ0423'RAIL, 3.3 FT. N. OF FENCE, 12.1 FT. W. OF CENTER LINE OF ROAD.
 NQ0423'MARK IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0375 ***********************************************************************
 PW0375  DESIGNATION -  E 160 RESET
 PW0375  PID         -  PW0375
 PW0375  STATE/COUNTY-  WY/BIG HORN
 PW0375  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0375
 PW0375                         *CURRENT SURVEY CONTROL
 PW0375  ___________________________________________________________________
 PW0375* NAD 83(1986)-  44 35 13.     (N)    107 39 34.     (W)     SCALED    
 PW0375* NAVD 88     -      1676.35   (+/-2cm)    5499.8    (feet)  VERTCON   
 PW0375  ___________________________________________________________________
 PW0375  GEOID HEIGHT-          -9.46  (meters)                     GEOID03
 PW0375
 PW0375  VERT ORDER  -  THIRD (See Below)
 PW0375
 PW0375.The horizontal coordinates were scaled from a topographic map and have
 PW0375.an estimated accuracy of +/- 6 seconds.
 PW0375
 PW0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0375.The vertical order pertains to the NGVD 29 superseded value.
 PW0375
 PW0375.The geoid height was determined by GEOID03.
 PW0375
 PW0375;                    North         East    Units  Estimated Accuracy
 PW0375;SPC WYEC     -   554,020.      374,110.      MT  (+/- 180 meters Scaled)
 PW0375
 PW0375                          SUPERSEDED SURVEY CONTROL
 PW0375
 PW0375  NGVD 29 (03/28/06) 1675.46   (m)         5496.9    (f) RESET       3  
 PW0375
 PW0375.Superseded values are not recommended for survey control.
 PW0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0375.See file dsdata.txt to determine how the superseded data were derived.
 PW0375
 PW0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK888405(NAD 83)
 PW0375_MARKER: DB = BENCH MARK DISK
 PW0375_SETTING: 66 = SET IN ROCK OUTCROP
 PW0375_SP_SET: OUTCROP ROCK
 PW0375_STAMPING: E 160 RESET 1977
 PW0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0375+STABILITY: POSITION/ELEVATION WELL
 PW0375
 PW0375  HISTORY     - Date     Condition        Report By
 PW0375  HISTORY     - 1977     MONUMENTED       NGS
 PW0375
 PW0375                          STATION DESCRIPTION
 PW0375
 PW0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 PW0375'8.65 MI NE FROM SHELL.
 PW0375'STATION IS 8.65 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL
 PW0375'STORE IN SHELL, WYOMING, ON THE RIGHT AND ON SLOPE OF HILL. MARK IS 90
 PW0375'FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE PRESENT HIGHWAY
 PW0375'AND 5 FEET EAST OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK,
 PW0375'STAMPED E 160 RESET 1977, CEMENTED IN A DRILL HOLE, IN THE TOP OF A 9
 PW0375'X 6 FT. OUTCROPPING ROCK WHICH PROJECTS ABOUT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0220 ***********************************************************************
 PW0220  DESIGNATION -  E 161
 PW0220  PID         -  PW0220
 PW0220  STATE/COUNTY-  WY/SHERIDAN
 PW0220  USGS QUAD   -  WOODROCK (1993)
 PW0220
 PW0220                         *CURRENT SURVEY CONTROL
 PW0220  ___________________________________________________________________
 PW0220* NAD 83(1986)-  44 42 05.     (N)    107 29 51.     (W)     SCALED    
 PW0220* NAVD 88     -      2610.507  (meters)    8564.64   (feet)  ADJUSTED  
 PW0220  ___________________________________________________________________
 PW0220  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PW0220  DYNAMIC HT  -        2609.058 (meters)    8559.88  (feet)  COMP
 PW0220  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 PW0220
 PW0220  VERT ORDER  -  SECOND    CLASS 0
 PW0220
 PW0220.The horizontal coordinates were scaled from a topographic map and have
 PW0220.an estimated accuracy of +/- 6 seconds.
 PW0220
 PW0220.The orthometric height was determined by differential leveling
 PW0220.and adjusted by the National Geodetic Survey in June 1991..
 PW0220
 PW0220.The geoid height was determined by GEOID03.
 PW0220
 PW0220.The dynamic height is computed by dividing the NAVD 88
 PW0220.geopotential number by the normal gravity value computed on the
 PW0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0220.degrees latitude (g = 980.6199 gals.).
 PW0220
 PW0220.The modeled gravity was interpolated from observed gravity values.
 PW0220
 PW0220;                    North         East    Units  Estimated Accuracy
 PW0220;SPC WYEC     -   566,700.      386,990.      MT  (+/- 180 meters Scaled)
 PW0220
 PW0220                          SUPERSEDED SURVEY CONTROL
 PW0220
 PW0220  NGVD 29 (??/??/92) 2609.490  (m)         8561.30   (f) ADJ UNCH    2 0
 PW0220
 PW0220.Superseded values are not recommended for survey control.
 PW0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0220.See file dsdata.txt to determine how the superseded data were derived.
 PW0220
 PW0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK021528(NAD 83)
 PW0220_MARKER: DB = BENCH MARK DISK
 PW0220_SETTING: 66 = SET IN ROCK OUTCROP
 PW0220_SP_SET: OUTCROP
 PW0220_STAMPING: E 161 1966
 PW0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0220+STABILITY: POSITION/ELEVATION WELL
 PW0220
 PW0220  HISTORY     - Date     Condition        Report By
 PW0220  HISTORY     - 1966     MONUMENTED       CGS
 PW0220
 PW0220                          STATION DESCRIPTION
 PW0220
 PW0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0220'27.35 MI NE FROM SHELL.
 PW0220'27.35 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0220'SHELL, DIRECTLY ACROSS THE HIGHWAY FROM AN ASPHALT PARKING AREA, IN
 PW0220'THE TOP OF AN OUTCROP PROJECTING ABOUT 1 FOOT, 32 FEET WEST OF THE
 PW0220'CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF OWEN AZIMUTH MARK, 99 FEET
 PW0220'SOUTH OF THE WEST END OF A 36-INCH PIPE CULVERT, AND ABOUT LEVEL WITH
 PW0220'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0236 ***********************************************************************
 PW0236  DESIGNATION -  E 162
 PW0236  PID         -  PW0236
 PW0236  STATE/COUNTY-  WY/SHERIDAN
 PW0236  USGS QUAD   -  SKULL RIDGE (1993)
 PW0236
 PW0236                         *CURRENT SURVEY CONTROL
 PW0236  ___________________________________________________________________
 PW0236* NAD 83(1986)-  44 47 14.     (N)    107 24 16.     (W)     SCALED    
 PW0236* NAVD 88     -      2433.903  (meters)    7985.23   (feet)  ADJUSTED  
 PW0236  ___________________________________________________________________
 PW0236  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 PW0236  DYNAMIC HT  -        2432.619 (meters)    7981.02  (feet)  COMP
 PW0236  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 PW0236
 PW0236  VERT ORDER  -  SECOND    CLASS 0
 PW0236
 PW0236.The horizontal coordinates were scaled from a topographic map and have
 PW0236.an estimated accuracy of +/- 6 seconds.
 PW0236
 PW0236.The orthometric height was determined by differential leveling
 PW0236.and adjusted by the National Geodetic Survey in June 1991..
 PW0236
 PW0236.The geoid height was determined by GEOID03.
 PW0236
 PW0236.The dynamic height is computed by dividing the NAVD 88
 PW0236.geopotential number by the normal gravity value computed on the
 PW0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0236.degrees latitude (g = 980.6199 gals.).
 PW0236
 PW0236.The modeled gravity was interpolated from observed gravity values.
 PW0236
 PW0236;                    North         East    Units  Estimated Accuracy
 PW0236;SPC WYEC     -   576,220.      394,370.      MT  (+/- 180 meters Scaled)
 PW0236
 PW0236                          SUPERSEDED SURVEY CONTROL
 PW0236
 PW0236  NGVD 29 (??/??/92) 2432.919  (m)         7982.00   (f) ADJ UNCH    2 0
 PW0236
 PW0236.Superseded values are not recommended for survey control.
 PW0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0236.See file dsdata.txt to determine how the superseded data were derived.
 PW0236
 PW0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK097621(NAD 83)
 PW0236_MARKER: DB = BENCH MARK DISK
 PW0236_SETTING: 80 = SET IN A BOULDER
 PW0236_STAMPING: E 162 1966
 PW0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0236+STABILITY: SURFACE MOTION
 PW0236
 PW0236  HISTORY     - Date     Condition        Report By
 PW0236  HISTORY     - 1966     MONUMENTED       CGS
 PW0236
 PW0236                          STATION DESCRIPTION
 PW0236
 PW0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0236'16.65 MI SW FROM DAYTON.
 PW0236'16.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0236'DAYTON, AT THE JUNCTION OF BLACK MOUNTAIN ROAD SOUTHEAST, IN THE TOP
 PW0236'OF A 4- BY 8-FOOT GRANITE BOULDER PROJECTING 2 FEET, 111 FEET
 PW0236'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF THE
 PW0236'CENTER LINE OF THE ROAD, 3.3 FEET SOUTHEAST OF A WITNESS POST, AND
 PW0236'ABOUT 5 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0075 ***********************************************************************
 OV0075  DESIGNATION -  E 163
 OV0075  PID         -  OV0075
 OV0075  STATE/COUNTY-  WY/WASHAKIE
 OV0075  USGS QUAD   -  JOE EMGE CREEK (1976)
 OV0075
 OV0075                         *CURRENT SURVEY CONTROL
 OV0075  ___________________________________________________________________
 OV0075* NAD 83(1986)-  43 58 49.     (N)    107 23 48.     (W)     SCALED    
 OV0075* NAVD 88     -      1384.194  (meters)    4541.31   (feet)  ADJUSTED  
 OV0075  ___________________________________________________________________
 OV0075  GEOID HEIGHT-         -10.80  (meters)                     GEOID03
 OV0075  DYNAMIC HT  -        1383.568 (meters)    4539.26  (feet)  COMP
 OV0075  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 OV0075
 OV0075  VERT ORDER  -  SECOND    CLASS 0
 OV0075
 OV0075.The horizontal coordinates were scaled from a topographic map and have
 OV0075.an estimated accuracy of +/- 6 seconds.
 OV0075
 OV0075.The orthometric height was determined by differential leveling
 OV0075.and adjusted by the National Geodetic Survey in June 1991..
 OV0075
 OV0075.The geoid height was determined by GEOID03.
 OV0075
 OV0075.The dynamic height is computed by dividing the NAVD 88
 OV0075.geopotential number by the normal gravity value computed on the
 OV0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0075.degrees latitude (g = 980.6199 gals.).
 OV0075
 OV0075.The modeled gravity was interpolated from observed gravity values.
 OV0075
 OV0075;                    North         East    Units  Estimated Accuracy
 OV0075;SPC WYEC     -   486,560.      394,920.      MT  (+/- 180 meters Scaled)
 OV0075
 OV0075                          SUPERSEDED SURVEY CONTROL
 OV0075
 OV0075  NGVD 29 (??/??/92) 1383.431  (m)         4538.81   (f) ADJ UNCH    2 0
 OV0075
 OV0075.Superseded values are not recommended for survey control.
 OV0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0075.See file dsdata.txt to determine how the superseded data were derived.
 OV0075
 OV0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ077724(NAD 83)
 OV0075_MARKER: DB = BENCH MARK DISK
 OV0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0075_STAMPING: E 163 1966
 OV0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0075+STABILITY: SURFACE MOTION
 OV0075
 OV0075  HISTORY     - Date     Condition        Report By
 OV0075  HISTORY     - 1966     MONUMENTED       CGS
 OV0075
 OV0075                          STATION DESCRIPTION
 OV0075
 OV0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0075'5.0 MI S FROM TEN SLEEP.
 OV0075'5.0 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY 16
 OV0075'AT TEN SLEEP, AT THE JUNCTION OF A TRACK ROAD SOUTHWEST, 168 FEET WEST
 OV0075'OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHEAST OF THE CENTER LINE
 OV0075'OF THE ROAD SOUTHWEST, 165 FEET NORTHWEST OF THE CENTER OF THE WEST
 OV0075'END OF A PIPE CULVERT, 1 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.9 FEET
 OV0075'EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN
 OV0075'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0095 ***********************************************************************
 OV0095  DESIGNATION -  E 164
 OV0095  PID         -  OV0095
 OV0095  STATE/COUNTY-  WY/WASHAKIE
 OV0095  USGS QUAD   -  BIG TRAILS (1976)
 OV0095
 OV0095                         *CURRENT SURVEY CONTROL
 OV0095  ___________________________________________________________________
 OV0095* NAD 83(1986)-  43 48 10.     (N)    107 20 09.     (W)     SCALED    
 OV0095* NAVD 88     -      1435.949  (meters)    4711.11   (feet)  ADJUSTED  
 OV0095  ___________________________________________________________________
 OV0095  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 OV0095  DYNAMIC HT  -        1435.261 (meters)    4708.85  (feet)  COMP
 OV0095  MODELED GRAV-     980,089.7   (mgal)                       NAVD 88
 OV0095
 OV0095  VERT ORDER  -  SECOND    CLASS 0
 OV0095
 OV0095.The horizontal coordinates were scaled from a topographic map and have
 OV0095.an estimated accuracy of +/- 6 seconds.
 OV0095
 OV0095.The orthometric height was determined by differential leveling
 OV0095.and adjusted by the National Geodetic Survey in June 1991..
 OV0095
 OV0095.The geoid height was determined by GEOID03.
 OV0095
 OV0095.The dynamic height is computed by dividing the NAVD 88
 OV0095.geopotential number by the normal gravity value computed on the
 OV0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0095.degrees latitude (g = 980.6199 gals.).
 OV0095
 OV0095.The modeled gravity was interpolated from observed gravity values.
 OV0095
 OV0095;                    North         East    Units  Estimated Accuracy
 OV0095;SPC WYEC     -   466,840.      399,800.      MT  (+/- 180 meters Scaled)
 OV0095
 OV0095                          SUPERSEDED SURVEY CONTROL
 OV0095
 OV0095  NGVD 29 (??/??/92) 1435.159  (m)         4708.52   (f) ADJ UNCH    2 0
 OV0095
 OV0095.Superseded values are not recommended for survey control.
 OV0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0095.See file dsdata.txt to determine how the superseded data were derived.
 OV0095
 OV0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ121526(NAD 83)
 OV0095_MARKER: DB = BENCH MARK DISK
 OV0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0095_SP_SET: BRIDGE
 OV0095_STAMPING: E 164 1966
 OV0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0095
 OV0095  HISTORY     - Date     Condition        Report By
 OV0095  HISTORY     - 1966     MONUMENTED       CGS
 OV0095
 OV0095                          STATION DESCRIPTION
 OV0095
 OV0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0095'18.5 MI S FROM TEN SLEEP.
 OV0095'18.5 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0095'16 AT TEN SLEEP, IN THE TOP OF THE WEST CONCRETE WING WALL OF A BRIDGE
 OV0095'OVER A CREEK, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.8
 OV0095'FOOT NORTHWEST OF A 4-INCH IRON PIPE GUARDRAIL POST, AND ABOUT 2 FEET
 OV0095'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0180 ***********************************************************************
 OV0180  DESIGNATION -  E 165
 OV0180  PID         -  OV0180
 OV0180  STATE/COUNTY-  WY/FREMONT
 OV0180  USGS QUAD   -  LYSITE SE (1952)
 OV0180
 OV0180                         *CURRENT SURVEY CONTROL
 OV0180  ___________________________________________________________________
 OV0180* NAD 83(1986)-  43 18 33.     (N)    107 37 05.     (W)     SCALED    
 OV0180* NAVD 88     -      1682.642  (meters)    5520.47   (feet)  ADJUSTED  
 OV0180  ___________________________________________________________________
 OV0180  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 OV0180  DYNAMIC HT  -        1681.552 (meters)    5516.89  (feet)  COMP
 OV0180  MODELED GRAV-     979,912.9   (mgal)                       NAVD 88
 OV0180
 OV0180  VERT ORDER  -  SECOND    CLASS 0
 OV0180
 OV0180.The horizontal coordinates were scaled from a topographic map and have
 OV0180.an estimated accuracy of +/- 6 seconds.
 OV0180
 OV0180.The orthometric height was determined by differential leveling
 OV0180.and adjusted by the National Geodetic Survey in June 1991..
 OV0180
 OV0180.The geoid height was determined by GEOID03.
 OV0180
 OV0180.The dynamic height is computed by dividing the NAVD 88
 OV0180.geopotential number by the normal gravity value computed on the
 OV0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0180.degrees latitude (g = 980.6199 gals.).
 OV0180
 OV0180.The modeled gravity was interpolated from observed gravity values.
 OV0180
 OV0180;                    North         East    Units  Estimated Accuracy
 OV0180;SPC WYWC     -   312,620.      691,830.      MT  (+/- 180 meters Scaled)
 OV0180
 OV0180                          SUPERSEDED SURVEY CONTROL
 OV0180
 OV0180  NGVD 29 (??/??/92) 1681.618  (m)         5517.11   (f) ADJ UNCH    2 0
 OV0180
 OV0180.Superseded values are not recommended for survey control.
 OV0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0180.See file dsdata.txt to determine how the superseded data were derived.
 OV0180
 OV0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH876984(NAD 83)
 OV0180_MARKER: DD = SURVEY DISK
 OV0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0180_STAMPING: E 165 1966
 OV0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0180+STABILITY: SURFACE MOTION
 OV0180
 OV0180  HISTORY     - Date     Condition        Report By
 OV0180  HISTORY     - 1966     MONUMENTED       CGS
 OV0180
 OV0180                          STATION DESCRIPTION
 OV0180
 OV0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0180'5.3 MI NE FROM LYSITE.
 OV0180'5.3 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON AND
 OV0180'QUINCY RAILROAD STATION AT LYSITE, 41 FEET EAST OF THE CENTER LINE OF
 OV0180'THE ROAD, 36.3 FEET EAST OF THE SOUTHEAST CORNER OF A STEEL
 OV0180'CATTLEGUARD, 5 1/2 FEET NORTH OF A FENCE CORNER POST, 5.6 FEET NORTH
 OV0180'OF A FENCE, 1.4 FEET WEST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS
 OV0180'POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 OV0180'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0363 ***********************************************************************
 MO0363  DESIGNATION -  E 166
 MO0363  PID         -  MO0363
 MO0363  STATE/COUNTY-  WY/PLATTE
 MO0363  USGS QUAD   -  NATWICK (1981)
 MO0363
 MO0363                         *CURRENT SURVEY CONTROL
 MO0363  ___________________________________________________________________
 MO0363* NAD 83(1986)-  41 57 32.     (N)    105 02 42.     (W)     SCALED    
 MO0363* NAVD 88     -      1548.042  (meters)    5078.87   (feet)  ADJUSTED  
 MO0363  ___________________________________________________________________
 MO0363  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 MO0363  DYNAMIC HT  -        1547.007 (meters)    5075.47  (feet)  COMP
 MO0363  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 MO0363
 MO0363  VERT ORDER  -  SECOND    CLASS 0
 MO0363
 MO0363.The horizontal coordinates were scaled from a topographic map and have
 MO0363.an estimated accuracy of +/- 6 seconds.
 MO0363
 MO0363.The orthometric height was determined by differential leveling
 MO0363.and adjusted by the National Geodetic Survey in June 1991..
 MO0363
 MO0363.The geoid height was determined by GEOID03.
 MO0363
 MO0363.The dynamic height is computed by dividing the NAVD 88
 MO0363.geopotential number by the normal gravity value computed on the
 MO0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0363.degrees latitude (g = 980.6199 gals.).
 MO0363
 MO0363.The modeled gravity was interpolated from observed gravity values.
 MO0363
 MO0363;                    North         East    Units  Estimated Accuracy
 MO0363;SPC WY E     -   162,020.      210,090.      MT  (+/- 180 meters Scaled)
 MO0363
 MO0363                          SUPERSEDED SURVEY CONTROL
 MO0363
 MO0363  NGVD 29 (??/??/92) 1547.229  (m)         5076.20   (f) ADJ UNCH    2 0
 MO0363
 MO0363.Superseded values are not recommended for survey control.
 MO0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0363.See file dsdata.txt to determine how the superseded data were derived.
 MO0363
 MO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG962452(NAD 83)
 MO0363_MARKER: DB = BENCH MARK DISK
 MO0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0363_STAMPING: E 166 1966
 MO0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0363+STABILITY: SURFACE MOTION
 MO0363
 MO0363  HISTORY     - Date     Condition        Report By
 MO0363  HISTORY     - 1966     MONUMENTED       CGS
 MO0363
 MO0363                          STATION DESCRIPTION
 MO0363
 MO0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0363'11.6 MI SW FROM WHEATLAND.
 MO0363'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0363'WHEATLAND, THENCE 4.9 MILES WEST ALONG STATE HIGHWAY 34, 0.2
 MO0363'MILE WEST OF THE INTERSECTION OF A COUNTY ROAD, AT THE JUNCTION OF
 MO0363'A DRIVEWAY SOUTH TO A HOUSE, 41 FEET SOUTH OF THE CENTER LINE OF THE
 MO0363'HIGHWAY, 9 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 3
 MO0363'FEET NORTH OF A POWER POLE BEARING A TRANSFORMER AND WITH A GUY
 MO0363'WIRE, 3 FEET NORTHWEST OF A FENCE CORNER, 11 FEET WEST OF THE WEST
 MO0363'END OF A GATE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH
 MO0363'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MO0363'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0750 ***********************************************************************
 MO0750  DESIGNATION -  E 167
 MO0750  PID         -  MO0750
 MO0750  STATE/COUNTY-  WY/ALBANY
 MO0750  USGS QUAD   -  BOSLER SE (1981)
 MO0750
 MO0750                         *CURRENT SURVEY CONTROL
 MO0750  ___________________________________________________________________
 MO0750* NAD 83(1986)-  41 36 37.     (N)    105 35 50.     (W)     SCALED    
 MO0750* NAVD 88     -      2183.253  (meters)    7162.89   (feet)  ADJUSTED  
 MO0750  ___________________________________________________________________
 MO0750  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 MO0750  DYNAMIC HT  -        2181.435 (meters)    7156.92  (feet)  COMP
 MO0750  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 MO0750
 MO0750  VERT ORDER  -  SECOND    CLASS 0
 MO0750
 MO0750.The horizontal coordinates were scaled from a topographic map and have
 MO0750.an estimated accuracy of +/- 6 seconds.
 MO0750
 MO0750.The orthometric height was determined by differential leveling
 MO0750.and adjusted by the National Geodetic Survey in June 1991..
 MO0750
 MO0750.The geoid height was determined by GEOID03.
 MO0750
 MO0750.The dynamic height is computed by dividing the NAVD 88
 MO0750.geopotential number by the normal gravity value computed on the
 MO0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0750.degrees latitude (g = 980.6199 gals.).
 MO0750
 MO0750.The modeled gravity was interpolated from observed gravity values.
 MO0750
 MO0750;                    North         East    Units  Estimated Accuracy
 MO0750;SPC WY E     -   123,380.      164,110.      MT  (+/- 180 meters Scaled)
 MO0750
 MO0750                          SUPERSEDED SURVEY CONTROL
 MO0750
 MO0750  NGVD 29 (??/??/92) 2182.217  (m)         7159.49   (f) ADJ UNCH    2 0
 MO0750
 MO0750.Superseded values are not recommended for survey control.
 MO0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0750.See file dsdata.txt to determine how the superseded data were derived.
 MO0750
 MO0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG502066(NAD 83)
 MO0750_MARKER: DB = BENCH MARK DISK
 MO0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0750_STAMPING: E 167 1966
 MO0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0750+STABILITY: SURFACE MOTION
 MO0750
 MO0750  HISTORY     - Date     Condition        Report By
 MO0750  HISTORY     - 1966     MONUMENTED       CGS
 MO0750
 MO0750                          STATION DESCRIPTION
 MO0750
 MO0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0750'7.8 MI NE FROM BOSLER.
 MO0750'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0750'BOSLER, THENCE 5.8 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.15
 MO0750'MILE NORTHEAST OF A WOODEN BRIDGE OVER A WASH, 97.5 FEET
 MO0750'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65 FEET SOUTHWEST
 MO0750'OF BENCH MARK 7161 (WSHD), 2.5 FEET SOUTHEAST OF A FENCE, 2.3
 MO0750'FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 MO0750'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MO0750'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0419 ***********************************************************************
 MO0419  DESIGNATION -  E 168
 MO0419  PID         -  MO0419
 MO0419  STATE/COUNTY-  WY/PLATTE
 MO0419  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0419
 MO0419                         *CURRENT SURVEY CONTROL
 MO0419  ___________________________________________________________________
 MO0419* NAD 83(1986)-  41 43 36.     (N)    105 16 34.     (W)     SCALED    
 MO0419* NAVD 88     -      1997.688  (meters)    6554.08   (feet)  ADJUSTED  
 MO0419  ___________________________________________________________________
 MO0419  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 MO0419  DYNAMIC HT  -        1996.130 (meters)    6548.97  (feet)  COMP
 MO0419  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 MO0419
 MO0419  VERT ORDER  -  SECOND    CLASS 0
 MO0419
 MO0419.The horizontal coordinates were scaled from a topographic map and have
 MO0419.an estimated accuracy of +/- 6 seconds.
 MO0419
 MO0419.The orthometric height was determined by differential leveling
 MO0419.and adjusted by the National Geodetic Survey in June 1991..
 MO0419
 MO0419.The geoid height was determined by GEOID03.
 MO0419
 MO0419.The dynamic height is computed by dividing the NAVD 88
 MO0419.geopotential number by the normal gravity value computed on the
 MO0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0419.degrees latitude (g = 980.6199 gals.).
 MO0419
 MO0419.The modeled gravity was interpolated from observed gravity values.
 MO0419
 MO0419;                    North         East    Units  Estimated Accuracy
 MO0419;SPC WY E     -   136,230.      190,890.      MT  (+/- 180 meters Scaled)
 MO0419
 MO0419                          SUPERSEDED SURVEY CONTROL
 MO0419
 MO0419  NGVD 29 (??/??/92) 1996.741  (m)         6550.97   (f) ADJ UNCH    2 0
 MO0419
 MO0419.Superseded values are not recommended for survey control.
 MO0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0419.See file dsdata.txt to determine how the superseded data were derived.
 MO0419
 MO0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG770194(NAD 83)
 MO0419_MARKER: DB = BENCH MARK DISK
 MO0419_SETTING: 66 = SET IN ROCK OUTCROP
 MO0419_SP_SET: OUTCROP
 MO0419_STAMPING: E 168 1966
 MO0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0419+STABILITY: POSITION/ELEVATION WELL
 MO0419
 MO0419  HISTORY     - Date     Condition        Report By
 MO0419  HISTORY     - 1966     MONUMENTED       CGS
 MO0419
 MO0419                          STATION DESCRIPTION
 MO0419
 MO0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0419'39 MI SW FROM WHEATLAND.
 MO0419'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0419'WHEATLAND, THENCE 24.05 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0419'THENCE 4.85 MILES SOUTH ALONG OLD WHEATLAND ROAD, THENCE 3.45
 MO0419'MILES EAST AND SOUTHEAST ALONG A DIRT ROAD, 1.0 MILE EAST OF A
 MO0419'RANCHHOUSE, AT THE JUNCTION OF A TRACK ROAD EAST AND SOUTH, IN
 MO0419'THE TOP OF AN OUTCROP PROJECTING ABOUT 1/2 FOOT, 27.3 FEET
 MO0419'NORTHWEST OF THE CENTER LINE OF THE ROAD, 41 1/2 FEET NORTHWEST
 MO0419'OF THE CENTER OF THE JUNCTION, 2.0 FEET NORTHEAST OF A WITNESS
 MO0419'POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0228 ***********************************************************************
 MR0228  DESIGNATION -  E 169
 MR0228  PID         -  MR0228
 MR0228  STATE/COUNTY-  WY/LINCOLN
 MR0228  USGS QUAD   -  KEMMERER (1985)
 MR0228
 MR0228                         *CURRENT SURVEY CONTROL
 MR0228  ___________________________________________________________________
 MR0228* NAD 83(1986)-  41 48 48.     (N)    110 32 05.     (W)     SCALED    
 MR0228* NAVD 88     -      2110.278  (meters)    6923.47   (feet)  ADJUSTED  
 MR0228  ___________________________________________________________________
 MR0228  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 MR0228  DYNAMIC HT  -        2108.449 (meters)    6917.47  (feet)  COMP
 MR0228  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 MR0228
 MR0228  VERT ORDER  -  SECOND    CLASS 0
 MR0228
 MR0228.The horizontal coordinates were scaled from a topographic map and have
 MR0228.an estimated accuracy of +/- 6 seconds.
 MR0228
 MR0228.The orthometric height was determined by differential leveling
 MR0228.and adjusted by the National Geodetic Survey in June 1991..
 MR0228
 MR0228.The geoid height was determined by GEOID03.
 MR0228
 MR0228.The dynamic height is computed by dividing the NAVD 88
 MR0228.geopotential number by the normal gravity value computed on the
 MR0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0228.degrees latitude (g = 980.6199 gals.).
 MR0228
 MR0228.The modeled gravity was interpolated from observed gravity values.
 MR0228
 MR0228;                    North         East    Units  Estimated Accuracy
 MR0228;SPC WY W     -   245,940.      762,500.      MT  (+/- 180 meters Scaled)
 MR0228
 MR0228                          SUPERSEDED SURVEY CONTROL
 MR0228
 MR0228  NGVD 29 (??/??/92) 2108.883  (m)         6918.89   (f) ADJ UNCH    2 0
 MR0228
 MR0228.Superseded values are not recommended for survey control.
 MR0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0228.See file dsdata.txt to determine how the superseded data were derived.
 MR0228
 MR0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM386291(NAD 83)
 MR0228_MARKER: DB = BENCH MARK DISK
 MR0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0228_SP_SET: FOUNDATION
 MR0228_STAMPING: E 169 1966
 MR0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0228
 MR0228  HISTORY     - Date     Condition        Report By
 MR0228  HISTORY     - 1966     MONUMENTED       CGS
 MR0228
 MR0228                          STATION DESCRIPTION
 MR0228
 MR0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0228'IN FRONTIER.
 MR0228'AT FRONTIER, ABOUT 0.1 MILE NORTHWEST OF THE POST OFFICE, 1.1 MILE
 MR0228'NORTH OF BENCH MARK H 168, IN THE TOP OF THE NORTHWEST CORNER OF THE
 MR0228'ABANDONED CONCRETE FOUNDATION FOR KEMMERER CHLORINATOR PLANT, 91 YARDS
 MR0228'NORTH OF THE CENTER LINE OF AN ASPHALT ROAD (FORMER U.S. HIGHWAY 189),
 MR0228'132 FEET NORTHEAST OF THE NORTHEAST CORNER OF FRONTIER STEAM PLANT,
 MR0228'86.6 FEET WEST OF THE SOUTHWEST CORNER OF A DOUBLE GARAGE, 21.3 FEET
 MR0228'WEST OF A MESH-WIRE FENCE AROUND A SMALL HOUSE AND THE GARAGE, AND
 MR0228'ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0224 ***********************************************************************
 MQ0224  DESIGNATION -  E 17
 MQ0224  PID         -  MQ0224
 MQ0224  STATE/COUNTY-  WY/SWEETWATER
 MQ0224  USGS QUAD   -  HAYSTACK BUTTES SOUTH (1987)
 MQ0224
 MQ0224                         *CURRENT SURVEY CONTROL
 MQ0224  ___________________________________________________________________
 MQ0224* NAD 83(1986)-  41 06 42.     (N)    109 35 55.     (W)     SCALED    
 MQ0224* NAVD 88     -      1883.233  (meters)    6178.57   (feet)  ADJUSTED  
 MQ0224  ___________________________________________________________________
 MQ0224  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 MQ0224  DYNAMIC HT  -        1881.550 (meters)    6173.05  (feet)  COMP
 MQ0224  MODELED GRAV-     979,663.6   (mgal)                       NAVD 88
 MQ0224
 MQ0224  VERT ORDER  -  FIRST     CLASS II
 MQ0224
 MQ0224.The horizontal coordinates were scaled from a topographic map and have
 MQ0224.an estimated accuracy of +/- 6 seconds.
 MQ0224
 MQ0224.The orthometric height was determined by differential leveling
 MQ0224.and adjusted by the National Geodetic Survey in June 1991..
 MQ0224.WARNING-Repeat measurements at this control monument indicate possible
 MQ0224.vertical movement.
 MQ0224
 MQ0224.The geoid height was determined by GEOID03.
 MQ0224
 MQ0224.The dynamic height is computed by dividing the NAVD 88
 MQ0224.geopotential number by the normal gravity value computed on the
 MQ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0224.degrees latitude (g = 980.6199 gals.).
 MQ0224
 MQ0224.The modeled gravity was interpolated from observed gravity values.
 MQ0224
 MQ0224;                    North         East    Units  Estimated Accuracy
 MQ0224;SPC WYWC     -    68,270.      528,730.      MT  (+/- 180 meters Scaled)
 MQ0224
 MQ0224                          SUPERSEDED SURVEY CONTROL
 MQ0224
 MQ0224  NGVD 29 (??/??/92) 1881.959  (m)         6174.39   (f) ADJ UNCH    1 2
 MQ0224
 MQ0224.Superseded values are not recommended for survey control.
 MQ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0224.See file dsdata.txt to determine how the superseded data were derived.
 MQ0224
 MQ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL176520(NAD 83)
 MQ0224_MARKER: DB = BENCH MARK DISK
 MQ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0224_STAMPING: 6174.394 E 17 1933
 MQ0224_MARK LOGO: CGS   
 MQ0224_PROJECTION: PROJECTING 15 CENTIMETERS
 MQ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0224+STABILITY: SURFACE MOTION
 MQ0224
 MQ0224  HISTORY     - Date     Condition        Report By
 MQ0224  HISTORY     - 1933     MONUMENTED       CGS
 MQ0224  HISTORY     - 1984     GOOD             NGS
 MQ0224
 MQ0224                          STATION DESCRIPTION
 MQ0224
 MQ0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0224'9.1 MI N FROM LINWOOD, UT.
 MQ0224'IN SWEETWATER COUNTY, WYOMING, ABOUT 9.1 MILES NORTH ALONG THE
 MQ0224'LINWOOD-GREEN RIVER HIGHWAY FROM LINWOOD, DAGGETT COUNTY, UTAH, ABOUT
 MQ0224'1.2 MILES NORTH OF THE GOVERNMENT REFUGE CABIN IN ANVIL GULCH, ABOUT
 MQ0224'0.6 MILE SOUTH OF THE EDGE OF HAYSTACK BUTTES, NEAR THE MIDDLE OF A
 MQ0224'TANGENT, AND ABOUT 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 MQ0224'STANDARD DISK, STAMPED 6174.394 E 17 1933 AND SET IN THE TOP OF A
 MQ0224'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 MQ0224
 MQ0224                          STATION RECOVERY (1984)
 MQ0224
 MQ0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0224'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.4 KM
 MQ0224'(12.05 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM THERE
 MQ0224'JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 0.6 KM (0.35 MI) SOUTH OF
 MQ0224'MILEPOST 35, 44.5 M (146.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 MQ0224'AND 13.2 M (43.3 FT) EAST OF THE CENTER OF AN OLD ROAD BED.
 MQ0224'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0224'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0013 ***********************************************************************
 NR0013  DESIGNATION -  E 18
 NR0013  PID         -  NR0013
 NR0013  STATE/COUNTY-  WY/NATRONA
 NR0013  USGS QUAD   -  GOOSE EGG (1984)
 NR0013
 NR0013                         *CURRENT SURVEY CONTROL
 NR0013  ___________________________________________________________________
 NR0013* NAD 83(1986)-  42 52 18.     (N)    106 23 29.     (W)     SCALED    
 NR0013* NAVD 88     -      1576.572  (meters)    5172.47   (feet)  POSTED    
 NR0013  ___________________________________________________________________
 NR0013  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0013  DYNAMIC HT  -        1575.600 (meters)    5169.28  (feet)  COMP
 NR0013  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 NR0013
 NR0013  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NR0013
 NR0013.The horizontal coordinates were scaled from a topographic map and have
 NR0013.an estimated accuracy of +/- 6 seconds.
 NR0013
 NR0013.The orthometric height was determined by differential leveling
 NR0013.and adjusted by the National Geodetic Survey in 1992..
 NR0013.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NR0013.rate of 0.0 thru 1.0 mm/km.
 NR0013
 NR0013.The geoid height was determined by GEOID03.
 NR0013
 NR0013.The dynamic height is computed by dividing the NAVD 88
 NR0013.geopotential number by the normal gravity value computed on the
 NR0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0013.degrees latitude (g = 980.6199 gals.).
 NR0013
 NR0013.The modeled gravity was interpolated from observed gravity values.
 NR0013
 NR0013;                    North         East    Units  Estimated Accuracy
 NR0013;SPC WYEC     -   363,830.      476,960.      MT  (+/- 180 meters Scaled)
 NR0013
 NR0013                          SUPERSEDED SURVEY CONTROL
 NR0013
 NR0013  NGVD 29 (??/??/92) 1575.696  (m)         5169.60   (f) ADJ UNCH    1 2
 NR0013
 NR0013.Superseded values are not recommended for survey control.
 NR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0013.See file dsdata.txt to determine how the superseded data were derived.
 NR0013
 NR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH863475(NAD 83)
 NR0013_MARKER: DB = BENCH MARK DISK
 NR0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0013_STAMPING: E 18 1934
 NR0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0013+STABILITY: SURFACE MOTION
 NR0013
 NR0013  HISTORY     - Date     Condition        Report By
 NR0013  HISTORY     - 1934     MONUMENTED       CGS
 NR0013
 NR0013                          STATION DESCRIPTION
 NR0013
 NR0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0013'4.4 MI NW FROM CASPER.
 NR0013'ABOUT 4.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NR0013'RAILROAD FROM THE STATION AT CASPER, NATRONA COUNTY, ABOUT 0.5 MILE
 NR0013'SOUTHEAST OF THE SIDING AT SULLIVAN, ABOUT 2,610 FEET NORTHWEST OF
 NR0013'MILEPOST 206, AT A ROAD CROSSING, 95.5 FEET NORTHEAST OF THE NORTH
 NR0013'RAIL, 33.0 FEET SOUTHEAST OF THE CENTER OF A GATE, 2.5 FEET SOUTHWEST
 NR0013'OF A RIGHT-OF-WAY FENCE, AND ABOUT 1.0 FOOT LOWER THAN THE TRACK.  A
 NR0013'STANDARD DISK, STAMPED E 18 1934 AND SET IN THE TOP OF A CONCRETE
 NR0013'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0150 ***********************************************************************
 MQ0150  DESIGNATION -  E 19
 MQ0150  PID         -  MQ0150
 MQ0150  STATE/COUNTY-  WY/SWEETWATER
 MQ0150  USGS QUAD   -  CLAY BUTTES SE (1968)
 MQ0150
 MQ0150                         *CURRENT SURVEY CONTROL
 MQ0150  ___________________________________________________________________
 MQ0150* NAD 83(1986)-  41 46 00.     (N)    109 21 00.     (W)     SCALED    
 MQ0150* NAVD 88     -      2126.641  (meters)    6977.15   (feet)  ADJUSTED  
 MQ0150  ___________________________________________________________________
 MQ0150  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MQ0150  DYNAMIC HT  -        2124.831 (meters)    6971.22  (feet)  COMP
 MQ0150  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 MQ0150
 MQ0150  VERT ORDER  -  FIRST     CLASS II
 MQ0150
 MQ0150.The horizontal coordinates were scaled from a topographic map and have
 MQ0150.an estimated accuracy of +/- 6 seconds.
 MQ0150
 MQ0150.The orthometric height was determined by differential leveling
 MQ0150.and adjusted by the National Geodetic Survey in June 1991..
 MQ0150
 MQ0150.The geoid height was determined by GEOID03.
 MQ0150
 MQ0150.The dynamic height is computed by dividing the NAVD 88
 MQ0150.geopotential number by the normal gravity value computed on the
 MQ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0150.degrees latitude (g = 980.6199 gals.).
 MQ0150
 MQ0150.The modeled gravity was interpolated from observed gravity values.
 MQ0150
 MQ0150;                    North         East    Units  Estimated Accuracy
 MQ0150;SPC WYWC     -   140,840.      550,110.      MT  (+/- 180 meters Scaled)
 MQ0150
 MQ0150                          SUPERSEDED SURVEY CONTROL
 MQ0150
 MQ0150  NGVD 29 (??/??/92) 2125.351  (m)         6972.92   (f) ADJ UNCH    1 2
 MQ0150
 MQ0150.Superseded values are not recommended for survey control.
 MQ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0150.See file dsdata.txt to determine how the superseded data were derived.
 MQ0150
 MQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM371251(NAD 83)
 MQ0150_MARKER: DB = BENCH MARK DISK
 MQ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0150_STAMPING: 6972.765 E-19 1933
 MQ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0150+STABILITY: SURFACE MOTION
 MQ0150
 MQ0150  HISTORY     - Date     Condition        Report By
 MQ0150  HISTORY     - 1933     MONUMENTED       CGS
 MQ0150  HISTORY     - 1968     GOOD             USGS
 MQ0150
 MQ0150                          STATION DESCRIPTION
 MQ0150
 MQ0150'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MQ0150'IN EDEN.
 MQ0150'EDEN, WYOMING, U.S. POST OFFICE, 19.4 MILES S. OF ALONG U.S. HIGHWAY
 MQ0150'187, THENCE 260 FEET SW ALONG SECONDARY ROAD TO JUNCTION WITH OLD U.S.
 MQ0150'HIGHWAY 187, THENCE 2.1 MILES SE (LEFT) ALONG OLD U.S. HIGHWAY 187, 67
 MQ0150'FEET NE OF CENTERLINE OF OLD U.S. HIGHWAY 187 AT CREST OF HILL, A
 MQ0150'STANDARD TABLET SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 MQ0150'STAMPED 6972.765 E-19 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0093 ***********************************************************************
 NS0093  DESIGNATION -  E 20
 NS0093  PID         -  NS0093
 NS0093  STATE/COUNTY-  WY/FREMONT
 NS0093  USGS QUAD   -  HAY MEADOW RESERVOIR (1980)
 NS0093
 NS0093                         *CURRENT SURVEY CONTROL
 NS0093  ___________________________________________________________________
 NS0093* NAD 83(1986)-  42 17 13.     (N)    109 03 42.     (W)     SCALED    
 NS0093* NAVD 88     -      2142.083  (meters)    7027.82   (feet)  ADJUSTED  
 NS0093  ___________________________________________________________________
 NS0093  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NS0093  DYNAMIC HT  -        2140.288 (meters)    7021.93  (feet)  COMP
 NS0093  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 NS0093
 NS0093  VERT ORDER  -  FIRST     CLASS II
 NS0093
 NS0093.The horizontal coordinates were scaled from a topographic map and have
 NS0093.an estimated accuracy of +/- 6 seconds.
 NS0093
 NS0093.The orthometric height was determined by differential leveling
 NS0093.and adjusted by the National Geodetic Survey in June 1991..
 NS0093
 NS0093.The geoid height was determined by GEOID03.
 NS0093
 NS0093.The dynamic height is computed by dividing the NAVD 88
 NS0093.geopotential number by the normal gravity value computed on the
 NS0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0093.degrees latitude (g = 980.6199 gals.).
 NS0093
 NS0093.The modeled gravity was interpolated from observed gravity values.
 NS0093
 NS0093;                    North         East    Units  Estimated Accuracy
 NS0093;SPC WYWC     -   198,500.      574,300.      MT  (+/- 180 meters Scaled)
 NS0093
 NS0093                          SUPERSEDED SURVEY CONTROL
 NS0093
 NS0093  NGVD 29 (??/??/92) 2140.795  (m)         7023.59   (f) ADJ UNCH    1 2
 NS0093
 NS0093.Superseded values are not recommended for survey control.
 NS0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0093.See file dsdata.txt to determine how the superseded data were derived.
 NS0093
 NS0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM598834(NAD 83)
 NS0093_MARKER: DB = BENCH MARK DISK
 NS0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0093_STAMPING: 7023.234 E 20 1933
 NS0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0093+STABILITY: SURFACE MOTION
 NS0093
 NS0093  HISTORY     - Date     Condition        Report By
 NS0093  HISTORY     - 1933     MONUMENTED       NOSPMC
 NS0093
 NS0093                          STATION DESCRIPTION
 NS0093
 NS0093'DESCRIBED BY PACIFIC MARINE CENTER 1933
 NS0093'19.9 MI SW FROM SOUTH PASS CITY.
 NS0093'19.9 MILES SOUTHWEST ALONG THE ROAD TO FARSON FROM THE POST OFFICE AT
 NS0093'SOUTH PASS CITY, FREMONT COUNTY, ABOUT 1/4 MILE NORTH OF A ROAD
 NS0093'INTERSECTION, ON THE NORTH SLOPE OF A SMALL KNOLL, AND 74 FEET
 NS0093'SOUTHEAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 NS0093'7023.234 E 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NS0093'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0063 ***********************************************************************
 OW0063  DESIGNATION -  E 22
 OW0063  PID         -  OW0063
 OW0063  STATE/COUNTY-  WY/FREMONT
 OW0063  USGS QUAD   -  SHOSHONI (1951)
 OW0063
 OW0063                         *CURRENT SURVEY CONTROL
 OW0063  ___________________________________________________________________
 OW0063* NAD 83(1986)-  43 14 54.     (N)    108 06 35.     (W)     SCALED    
 OW0063* NAVD 88     -      1464.263  (meters)    4804.00   (feet)  ADJUSTED  
 OW0063  ___________________________________________________________________
 OW0063  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 OW0063  DYNAMIC HT  -        1463.336 (meters)    4800.96  (feet)  COMP
 OW0063  MODELED GRAV-     979,937.5   (mgal)                       NAVD 88
 OW0063
 OW0063  VERT ORDER  -  FIRST     CLASS II
 OW0063
 OW0063.The horizontal coordinates were scaled from a topographic map and have
 OW0063.an estimated accuracy of +/- 6 seconds.
 OW0063
 OW0063.The orthometric height was determined by differential leveling
 OW0063.and adjusted by the National Geodetic Survey in June 1991..
 OW0063
 OW0063.The geoid height was determined by GEOID03.
 OW0063
 OW0063.The dynamic height is computed by dividing the NAVD 88
 OW0063.geopotential number by the normal gravity value computed on the
 OW0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0063.degrees latitude (g = 980.6199 gals.).
 OW0063
 OW0063.The modeled gravity was interpolated from observed gravity values.
 OW0063
 OW0063;                    North         East    Units  Estimated Accuracy
 OW0063;SPC WYWC     -   305,440.      652,000.      MT  (+/- 180 meters Scaled)
 OW0063
 OW0063                          SUPERSEDED SURVEY CONTROL
 OW0063
 OW0063  NGVD 29 (??/??/92) 1463.322  (m)         4800.92   (f) ADJ UNCH    1 2
 OW0063
 OW0063.Superseded values are not recommended for survey control.
 OW0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0063.See file dsdata.txt to determine how the superseded data were derived.
 OW0063
 OW0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN346924(NAD 83)
 OW0063_MARKER: DB = BENCH MARK DISK
 OW0063_SETTING: 66 = SET IN ROCK OUTCROP
 OW0063_SP_SET: ROCK OUTCROP
 OW0063_STAMPING: 4800.341 E 22 1933
 OW0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0063+STABILITY: POSITION/ELEVATION WELL
 OW0063
 OW0063  HISTORY     - Date     Condition        Report By
 OW0063  HISTORY     - 1933     MONUMENTED       CGS
 OW0063  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0063
 OW0063                          STATION DESCRIPTION
 OW0063
 OW0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0063'0.9 MI N FROM SHOSHONI.
 OW0063'0.9 MILE NORTH ALONG U.S. HIGHWAY 20 FROM SHOSHONI, FREMONT COUNTY,
 OW0063'SOUTH OF A CURVE, 91 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 OW0063'AND IN A ROCK OUTCROP MARKED BY A PYRAMID OF ROCKS.  A STANDARD DISK,
 OW0063'STAMPED 4800.341 E 22 1933.
 OW0063
 OW0063                          STATION RECOVERY (1982)
 OW0063
 OW0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0339 ***********************************************************************
 PW0339  DESIGNATION -  E 24
 PW0339  PID         -  PW0339
 PW0339  STATE/COUNTY-  WY/BIG HORN
 PW0339  USGS QUAD   -  MANDERSON (1978)
 PW0339
 PW0339                         *CURRENT SURVEY CONTROL
 PW0339  ___________________________________________________________________
 PW0339* NAD 83(1986)-  44 16 05.     (N)    107 57 57.     (W)     SCALED    
 PW0339* NAVD 88     -      1187.478  (meters)    3895.92   (feet)  ADJUSTED  
 PW0339  ___________________________________________________________________
 PW0339  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 PW0339  DYNAMIC HT  -        1186.961 (meters)    3894.22  (feet)  COMP
 PW0339  MODELED GRAV-     980,142.0   (mgal)                       NAVD 88
 PW0339
 PW0339  VERT ORDER  -  FIRST     CLASS II
 PW0339
 PW0339.The horizontal coordinates were scaled from a topographic map and have
 PW0339.an estimated accuracy of +/- 6 seconds.
 PW0339
 PW0339.The orthometric height was determined by differential leveling
 PW0339.and adjusted by the National Geodetic Survey in June 1991..
 PW0339
 PW0339.The geoid height was determined by GEOID03.
 PW0339
 PW0339.The dynamic height is computed by dividing the NAVD 88
 PW0339.geopotential number by the normal gravity value computed on the
 PW0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0339.degrees latitude (g = 980.6199 gals.).
 PW0339
 PW0339.The modeled gravity was interpolated from observed gravity values.
 PW0339
 PW0339;                    North         East    Units  Estimated Accuracy
 PW0339;SPC WYEC     -   518,730.      349,500.      MT  (+/- 180 meters Scaled)
 PW0339
 PW0339                          SUPERSEDED SURVEY CONTROL
 PW0339
 PW0339  NGVD 29 (??/??/92) 1186.696  (m)         3893.35   (f) ADJ UNCH    1 2
 PW0339
 PW0339.Superseded values are not recommended for survey control.
 PW0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0339.See file dsdata.txt to determine how the superseded data were derived.
 PW0339
 PW0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK632059(NAD 83)
 PW0339_MARKER: DB = BENCH MARK DISK
 PW0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0339_SP_SET: PIER
 PW0339_STAMPING: 3892.853 E 24 1933
 PW0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0339
 PW0339  HISTORY     - Date     Condition        Report By
 PW0339  HISTORY     - 1933     MONUMENTED       CGS
 PW0339  HISTORY     - 1934     GOOD             NGS
 PW0339  HISTORY     - 1982     MARK NOT FOUND   NGS
 PW0339
 PW0339                          STATION DESCRIPTION
 PW0339
 PW0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PW0339'IN MANDERSON.
 PW0339'AT MANDERSON, BIG HORN COUNTY, NORTH OF THE CHICAGO, BURLINGTON AND
 PW0339'QUINCY RAILROAD STATION, AT MILEAGE 387.4, AT A CONTINENTAL OIL CO.
 PW0339'STRUCTURE, AND IN THE TOP OF A CONCRETE PIER.  A STANDARD DISK,
 PW0339'STAMPED 3892.853 E 24 1933.
 PW0339
 PW0339                          STATION RECOVERY (1934)
 PW0339
 PW0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PW0339'RECOVERED IN GOOD CONDITION.
 PW0339
 PW0339                          STATION RECOVERY (1982)
 PW0339
 PW0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PW0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0020 ***********************************************************************
 PX0020  DESIGNATION -  E 25
 PX0020  PID         -  PX0020
 PX0020  STATE/COUNTY-  WY/BIG HORN
 PX0020  USGS QUAD   -  LOVELL LAKES (1978)
 PX0020
 PX0020                         *CURRENT SURVEY CONTROL
 PX0020  ___________________________________________________________________
 PX0020* NAD 83(1993)-  44 48 03.72870(N)    108 20 45.19654(W)     ADJUSTED  
 PX0020* NAVD 88     -      1203.508  (meters)    3948.51   (feet)  ADJUSTED  
 PX0020  ___________________________________________________________________
 PX0020  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 PX0020  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 PX0020  DYNAMIC HT  -        1203.046 (meters)    3946.99  (feet)  COMP
 PX0020  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 PX0020
 PX0020  HORZ ORDER  -  SECOND
 PX0020  VERT ORDER  -  FIRST     CLASS II
 PX0020
 PX0020.The horizontal coordinates were established by classical geodetic methods
 PX0020.and adjusted by the National Geodetic Survey in January 1997..
 PX0020
 PX0020.The orthometric height was determined by differential leveling
 PX0020.and adjusted by the National Geodetic Survey in June 1991..
 PX0020
 PX0020.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0020
 PX0020.The geoid height was determined by GEOID03.
 PX0020
 PX0020.The dynamic height is computed by dividing the NAVD 88
 PX0020.geopotential number by the normal gravity value computed on the
 PX0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0020.degrees latitude (g = 980.6199 gals.).
 PX0020
 PX0020.The modeled gravity was interpolated from observed gravity values.
 PX0020
 PX0020;                    North         East     Units Scale Factor Converg.
 PX0020;SPC WYEC     -   578,253.710   319,892.423   MT  1.00001638   -0 42 48.7
 PX0020;UTM  12      - 4,964,275.458   709,907.955   MT  1.00014185   +1 52 15.2
 PX0020
 PX0020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0020!SPC WYEC     -   0.99981334  x   1.00001638  =   0.99982972
 PX0020!UTM  12      -   0.99981334  x   1.00014185  =   0.99995517
 PX0020
 PX0020                          SUPERSEDED SURVEY CONTROL
 PX0020
 PX0020  NAD 83(1986)-  44 48 03.71818(N)    108 20 45.17996(W) AD(       ) 2
 PX0020  NAD 27      -  44 48 03.88590(N)    108 20 42.77083(W) AD(       ) 2
 PX0020  NGVD 29 (06/08/92) 1202.661  (m)         3945.73   (f) ADJUSTED    1 2
 PX0020
 PX0020.Superseded values are not recommended for survey control.
 PX0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0020.See file dsdata.txt to determine how the superseded data were derived.
 PX0020
 PX0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0990864275(NAD 83)
 PX0020_MARKER: DB = BENCH MARK DISK
 PX0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0020_STAMPING: 3945.278 E 25 1933
 PX0020_MARK LOGO: CGS   
 PX0020_PROJECTION: PROJECTING 5 CENTIMETERS
 PX0020_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0020+STABILITY: SURFACE MOTION
 PX0020
 PX0020  HISTORY     - Date     Condition        Report By
 PX0020  HISTORY     - 1933     MONUMENTED       CGS
 PX0020  HISTORY     - 1957     GOOD             CGS
 PX0020  HISTORY     - 1972     GOOD             NGS
 PX0020  HISTORY     - 1982     GOOD             NGS
 PX0020  HISTORY     - 1982     GOOD             NGS
 PX0020  HISTORY     - 19820717 GOOD             NGS
 PX0020
 PX0020                          STATION DESCRIPTION
 PX0020
 PX0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0020'4.3 MI SE FROM LOVELL.
 PX0020'4.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 310 FROM LOVELL, BIG HORN
 PX0020'COUNTY, 0.4 MILE EAST OF A LAKE, AND 42 FEET SOUTHWEST OF THE CENTER
 PX0020'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 3945.278 E 25 1933 AND
 PX0020'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 PX0020
 PX0020                          STATION RECOVERY (1957)
 PX0020
 PX0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0020'STATION IS ABOUT 3 MILES SOUTH AND 3 MILES EAST OF LOVELL,
 PX0020'147 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 43 FEET
 PX0020'SOUTHWEST OF U.S. HIGHWAY 310.
 PX0020'
 PX0020'IT IS A COAST AND GEODETIC SURVEY BRONZE BENCH MARK DISK,
 PX0020'STAMPED E 25 1933 ELEV. 3945.278.  IT IS SET IN THE TOP OF A
 PX0020'12 INCH SQUARE, CONCRETE POST WHICH PROJECTS 4 INCHES.
 PX0020'
 PX0020'A TRAVERSE CONNECTION WAS MADE TO STATION LAKE AND THE DISTANCE
 PX0020'WAS FOUND TO BE 83.942 METERS OR 275.40 FEET.
 PX0020
 PX0020                          STATION RECOVERY (1972)
 PX0020
 PX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PX0020'RECOVERED IN GOOD CONDITION.
 PX0020
 PX0020                          STATION RECOVERY (1982)
 PX0020
 PX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0020'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.8 KM (2.35
 PX0020'MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0020'NEVADA STREET IN LOVELL, THENCE 2.5 KM (1.55 MI) SOUTHEASTERLY ALONG A
 PX0020'PAVED ROAD, 63.1 METERS (207.0 FT) EAST OF THE CENTER OF A GRAVELED
 PX0020'ROAD LEADING SOUTHWEST, 13.0 METERS (42.7 FT) SOUTH OF THE CENTERLINE
 PX0020'OF THE ROAD AND 2.6 METERS (8.5 FT) NORTH OF A FENCE.
 PX0020'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 PX0020'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PX0020
 PX0020                          STATION RECOVERY (1982)
 PX0020
 PX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0020'A WITNESS POST WAS ADDED AT THIS TIME. DUE TO ROAD CHANGES A NEW
 PX0020'DESCRIPTION FOLLOWS TO REACH THE STATION FROM THE INTERSECTION ON
 PX0020'MAIN STREET (US HIGHWAY 310) AND NEVADA IN LOWELL, GO EAST AND SOUTH
 PX0020'ON MAIN STREET (U.S. HIGHWAY 310) FOR 3.9 KM (2.4 MI) TO LANE 13, A
 PX0020'SURFACED CROSSROAD. TURN LEFT, EAST, ON THE SURFACED ROAD FOR 2.6 KM
 PX0020'(1.6 MI) TO THE BENCH MARK ON THE RIGHT. IT IS 45.7 M (150 FT) WEST
 PX0020'OF A DIRT ROAD AND 12.8 M (42 FT) SOUTH OF LANE 13 (OLD HIGHWAY 310).
 PX0020
 PX0020                          STATION RECOVERY (1982)
 PX0020
 PX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0020'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION IS
 PX0020'GIVEN.  TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET -US
 PX0020'HIGHWAY 310- AND NEVADA IN LOVELL, GO EAST AND SOUTH ON US HIGHWAY 310
 PX0020'FOR 3.9 KM (2.40 MI) TO LANE 13, A SURFACED CROSSROAD.  TURN LEFT,
 PX0020'EAST, ON THE SURFACED ROAD FOR 2.6 KM (1.60 MI) TO THE BENCH MARK ON
 PX0020'THE RIGHT.  THE BENCH MARK IS A STANDARD DISK STAMPED-- 3945.278 E 25
 PX0020'1933--, SET IN THE TOP OF A (30 CM) 12 INCH SQUARE CONCRETE MONUMENT
 PX0020'WHICH PROJECTS 0.1 M (0.3 FT) OR 4 INCHES.  IT IS 45.7 M (149.9 FT)
 PX0020'WEST OF A DIRT ROAD, 12.8 M (42.0 FT) SOUTH OF PAVED OLD HIGHWAY 310
 PX0020'-LANE 13-, 1.1 M (3.6 FT) WEST OF A METAL WITNESS POST, AND IN THE
 PX0020'HIGHWAY RIGHT OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0137 ***********************************************************************
 PX0137  DESIGNATION -  E 26
 PX0137  PID         -  PX0137
 PX0137  STATE/COUNTY-  WY/PARK
 PX0137  USGS QUAD   -  VOCATION (1978)
 PX0137
 PX0137                         *CURRENT SURVEY CONTROL
 PX0137  ___________________________________________________________________
 PX0137* NAD 83(1986)-  44 41 48.     (N)    108 54 19.     (W)     SCALED    
 PX0137* NAVD 88     -      1396.235  (meters)    4580.81   (feet)  ADJUSTED  
 PX0137  ___________________________________________________________________
 PX0137  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 PX0137  DYNAMIC HT  -        1395.571 (meters)    4578.64  (feet)  COMP
 PX0137  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 PX0137
 PX0137  VERT ORDER  -  SECOND    CLASS 0
 PX0137
 PX0137.The horizontal coordinates were scaled from a topographic map and have
 PX0137.an estimated accuracy of +/- 6 seconds.
 PX0137
 PX0137.The orthometric height was determined by differential leveling
 PX0137.and adjusted by the National Geodetic Survey in June 1991..
 PX0137
 PX0137.The geoid height was determined by GEOID03.
 PX0137
 PX0137.The dynamic height is computed by dividing the NAVD 88
 PX0137.geopotential number by the normal gravity value computed on the
 PX0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0137.degrees latitude (g = 980.6199 gals.).
 PX0137
 PX0137.The modeled gravity was interpolated from observed gravity values.
 PX0137
 PX0137;                    North         East    Units  Estimated Accuracy
 PX0137;SPC WYWC     -   466,170.      587,690.      MT  (+/- 180 meters Scaled)
 PX0137
 PX0137                          SUPERSEDED SURVEY CONTROL
 PX0137
 PX0137  NGVD 29 (??/??/92) 1395.189  (m)         4577.38   (f) ADJ UNCH    2 0
 PX0137
 PX0137.Superseded values are not recommended for survey control.
 PX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0137.See file dsdata.txt to determine how the superseded data were derived.
 PX0137
 PX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ659513(NAD 83)
 PX0137_MARKER: DB = BENCH MARK DISK
 PX0137_SETTING: 66 = SET IN ROCK OUTCROP
 PX0137_SP_SET: ROCK WALL
 PX0137_STAMPING: 4577.005 E 26 1933
 PX0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0137+STABILITY: POSITION/ELEVATION WELL
 PX0137
 PX0137  HISTORY     - Date     Condition        Report By
 PX0137  HISTORY     - 1933     MONUMENTED       CGS
 PX0137  HISTORY     - 1966     MARK NOT FOUND   USGS
 PX0137
 PX0137                          STATION DESCRIPTION
 PX0137
 PX0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0137'2.3 MI SW FROM RALSTON.
 PX0137'ABOUT 2.3 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0137'RAILROAD FROM RALSTON, PARK COUNTY, AT MILEAGE 28.2, ABOUT 1.0 MILE
 PX0137'NORTH OF EAGLE, ABOUT 330 FEET NORTH OF THE STATION SIGN, 15 FEET EAST
 PX0137'OF THE CENTER LINE OF THE TRACK, AND IN A ROCK WALL.  A STANDARD DISK,
 PX0137'STAMPED 4577.005 E 26 1933 AND SET VERTICALLY.
 PX0137
 PX0137                          STATION RECOVERY (1966)
 PX0137
 PX0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0128 ***********************************************************************
 OV0128  DESIGNATION -  E 26
 OV0128  PID         -  OV0128
 OV0128  STATE/COUNTY-  WY/NATRONA
 OV0128  USGS QUAD   -  HELLS HALF ACRE (1968)
 OV0128
 OV0128                         *CURRENT SURVEY CONTROL
 OV0128  ___________________________________________________________________
 OV0128* NAD 83(1986)-  43 06 21.     (N)    107 03 50.     (W)     SCALED    
 OV0128* NAVD 88     -      1767.946  (meters)    5800.34   (feet)  POSTED    
 OV0128  ___________________________________________________________________
 OV0128  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 OV0128  DYNAMIC HT  -        1766.780 (meters)    5796.51  (feet)  COMP
 OV0128  MODELED GRAV-     979,896.9   (mgal)                       NAVD 88
 OV0128
 OV0128  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0128
 OV0128.The horizontal coordinates were scaled from a topographic map and have
 OV0128.an estimated accuracy of +/- 6 seconds.
 OV0128
 OV0128.The orthometric height was determined by differential leveling
 OV0128.and adjusted by the National Geodetic Survey in 1992..
 OV0128.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0128.rate of 1.1 thru 2.0 mm/km.
 OV0128
 OV0128.The geoid height was determined by GEOID03.
 OV0128
 OV0128.The dynamic height is computed by dividing the NAVD 88
 OV0128.geopotential number by the normal gravity value computed on the
 OV0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0128.degrees latitude (g = 980.6199 gals.).
 OV0128
 OV0128.The modeled gravity was interpolated from observed gravity values.
 OV0128
 OV0128;                    North         East    Units  Estimated Accuracy
 OV0128;SPC WYEC     -   389,450.      421,930.      MT  (+/- 180 meters Scaled)
 OV0128
 OV0128                          SUPERSEDED SURVEY CONTROL
 OV0128
 OV0128  NGVD 29 (??/??/92) 1766.831  (m)         5796.68   (f) ADJ UNCH    1 2
 OV0128
 OV0128.Superseded values are not recommended for survey control.
 OV0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0128.See file dsdata.txt to determine how the superseded data were derived.
 OV0128
 OV0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH320746(NAD 83)
 OV0128_MARKER: DB = BENCH MARK DISK
 OV0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0128_STAMPING: E 26 1934
 OV0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0128+STABILITY: SURFACE MOTION
 OV0128
 OV0128  HISTORY     - Date     Condition        Report By
 OV0128  HISTORY     - 1934     MONUMENTED       CGS
 OV0128
 OV0128                          STATION DESCRIPTION
 OV0128
 OV0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0128'7.4 MI NW FROM POWDER RIVER.
 OV0128'7.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0128'FROM THE STATION AT POWDER RIVER, NATRONA COUNTY, ABOUT 525 FEET EAST
 OV0128'OF MILEPOST 249, 93.5 FEET SOUTH OF THE SOUTH RAIL, 4.5 FEET NORTH OF
 OV0128'THE RIGHT-OF-WAY SNOW FENCE, AND ABOUT 7 FEET HIGHER THAN THE TRACK. A
 OV0128'STANDARD DISK, STAMPED E 26 1934 AND SET IN THE TOP OF A CONCRETE
 OV0128'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0154 ***********************************************************************
 OV0154  DESIGNATION -  E 27
 OV0154  PID         -  OV0154
 OV0154  STATE/COUNTY-  WY/FREMONT
 OV0154  USGS QUAD   -  GATES BUTTE (1952)
 OV0154
 OV0154                         *CURRENT SURVEY CONTROL
 OV0154  ___________________________________________________________________
 OV0154* NAD 83(1986)-  43 17 06.     (N)    107 51 05.     (W)     SCALED    
 OV0154* NAVD 88     -      1555.074  (meters)    5101.94   (feet)  ADJUSTED  
 OV0154  ___________________________________________________________________
 OV0154  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 OV0154  DYNAMIC HT  -        1554.077 (meters)    5098.67  (feet)  COMP
 OV0154  MODELED GRAV-     979,925.2   (mgal)                       NAVD 88
 OV0154
 OV0154  VERT ORDER  -  FIRST     CLASS II
 OV0154
 OV0154.The horizontal coordinates were scaled from a topographic map and have
 OV0154.an estimated accuracy of +/- 6 seconds.
 OV0154
 OV0154.The orthometric height was determined by differential leveling
 OV0154.and adjusted by the National Geodetic Survey in June 1991..
 OV0154
 OV0154.The geoid height was determined by GEOID03.
 OV0154
 OV0154.The dynamic height is computed by dividing the NAVD 88
 OV0154.geopotential number by the normal gravity value computed on the
 OV0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0154.degrees latitude (g = 980.6199 gals.).
 OV0154
 OV0154.The modeled gravity was interpolated from observed gravity values.
 OV0154
 OV0154;                    North         East    Units  Estimated Accuracy
 OV0154;SPC WYWC     -   309,710.      672,930.      MT  (+/- 180 meters Scaled)
 OV0154
 OV0154                          SUPERSEDED SURVEY CONTROL
 OV0154
 OV0154  NGVD 29 (??/??/92) 1554.088  (m)         5098.70   (f) ADJ UNCH    1 2
 OV0154
 OV0154.Superseded values are not recommended for survey control.
 OV0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0154.See file dsdata.txt to determine how the superseded data were derived.
 OV0154
 OV0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH686964(NAD 83)
 OV0154_MARKER: DB = BENCH MARK DISK
 OV0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0154_STAMPING: E 27 1934
 OV0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0154+STABILITY: SURFACE MOTION
 OV0154
 OV0154  HISTORY     - Date     Condition        Report By
 OV0154  HISTORY     - 1934     MONUMENTED       CGS
 OV0154
 OV0154                          STATION DESCRIPTION
 OV0154
 OV0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0154'8.8 MI W FROM LYSITE.
 OV0154'ABOUT 8.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0154'FROM THE STATION AT LYSITE, FREMONT COUNTY, ABOUT 0.25 MILE WEST OF
 OV0154'MILEPOST 292, NEAR A ROAD CROSSING, ABOUT 365 FEET EAST OF THE EAST
 OV0154'END OF BRIDGE 292.33, 93 FEET NORTH OF THE NORTH RAIL, 14.5 FEET WEST
 OV0154'OF THE CENTER LINE OF A GATE, AND 4.0 FEET SOUTH OF THE RIGHT-OF-WAY
 OV0154'FENCE.  A STANDARD DISK, STAMPED E 27 1934 AND SET IN THE TOP OF A
 OV0154'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0203 ***********************************************************************
 NR0203  DESIGNATION -  E 28
 NR0203  PID         -  NR0203
 NR0203  STATE/COUNTY-  WY/FREMONT
 NR0203  USGS QUAD   -  GRAHAM RANCH (1984)
 NR0203
 NR0203                         *CURRENT SURVEY CONTROL
 NR0203  ___________________________________________________________________
 NR0203* NAD 83(1986)-  42 31 12.     (N)    107 55 16.     (W)     SCALED    
 NR0203* NAVD 88     -      1948.140  (meters)    6391.52   (feet)  ADJUSTED  
 NR0203  ___________________________________________________________________
 NR0203  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NR0203  DYNAMIC HT  -        1946.740 (meters)    6386.93  (feet)  COMP
 NR0203  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 NR0203
 NR0203  VERT ORDER  -  SECOND    CLASS 0
 NR0203
 NR0203.The horizontal coordinates were scaled from a topographic map and have
 NR0203.an estimated accuracy of +/- 6 seconds.
 NR0203
 NR0203.The orthometric height was determined by differential leveling
 NR0203.and adjusted by the National Geodetic Survey in June 1991..
 NR0203
 NR0203.The geoid height was determined by GEOID03.
 NR0203
 NR0203.The dynamic height is computed by dividing the NAVD 88
 NR0203.geopotential number by the normal gravity value computed on the
 NR0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0203.degrees latitude (g = 980.6199 gals.).
 NR0203
 NR0203.The modeled gravity was interpolated from observed gravity values.
 NR0203
 NR0203;                    North         East    Units  Estimated Accuracy
 NR0203;SPC WYWC     -   224,670.      668,110.      MT  (+/- 180 meters Scaled)
 NR0203
 NR0203                          SUPERSEDED SURVEY CONTROL
 NR0203
 NR0203  NGVD 29 (??/??/92) 1947.098  (m)         6388.10   (f) ADJ UNCH    2 0
 NR0203
 NR0203.Superseded values are not recommended for survey control.
 NR0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0203.See file dsdata.txt to determine how the superseded data were derived.
 NR0203
 NR0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH600116(NAD 83)
 NR0203_MARKER: DB = BENCH MARK DISK
 NR0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0203_STAMPING: E 28 1934
 NR0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0203+STABILITY: SURFACE MOTION
 NR0203
 NR0203  HISTORY     - Date     Condition        Report By
 NR0203  HISTORY     - 1934     MONUMENTED       CGS
 NR0203
 NR0203                          STATION DESCRIPTION
 NR0203
 NR0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0203'15.2 MI E FROM HUDSON.
 NR0203'ABOUT 15.2 MILES EAST ALONG U.S. HIGHWAY 287 FROM HUDSON, FREMONT
 NR0203'COUNTY, ABOUT 1.2 MILES SOUTHEAST OF TWO BRIDGES, AT THE NORTHWEST END
 NR0203'OF A LONG CURVE, 28.0 FEET SOUTHWEST OF A CURVE SIGN, AND 43.5 FEET
 NR0203'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 NR0203'E 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0027 ***********************************************************************
 NS0027  DESIGNATION -  E 29
 NS0027  PID         -  NS0027
 NS0027  STATE/COUNTY-  WY/FREMONT
 NS0027  USGS QUAD   -  DEL MONTE RIDGE (1978)
 NS0027
 NS0027                         *CURRENT SURVEY CONTROL
 NS0027  ___________________________________________________________________
 NS0027* NAD 83(1986)-  42 41 21.     (N)    108 27 44.     (W)     SCALED    
 NS0027* NAVD 88     -      1796.904  (meters)    5895.34   (feet)  ADJUSTED  
 NS0027  ___________________________________________________________________
 NS0027  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 NS0027  DYNAMIC HT  -        1795.645 (meters)    5891.21  (feet)  COMP
 NS0027  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 NS0027
 NS0027  VERT ORDER  -  SECOND    CLASS 0
 NS0027
 NS0027.The horizontal coordinates were scaled from a topographic map and have
 NS0027.an estimated accuracy of +/- 6 seconds.
 NS0027
 NS0027.The orthometric height was determined by differential leveling
 NS0027.and adjusted by the National Geodetic Survey in June 1991..
 NS0027
 NS0027.The geoid height was determined by GEOID03.
 NS0027
 NS0027.The dynamic height is computed by dividing the NAVD 88
 NS0027.geopotential number by the normal gravity value computed on the
 NS0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0027.degrees latitude (g = 980.6199 gals.).
 NS0027
 NS0027.The modeled gravity was interpolated from observed gravity values.
 NS0027
 NS0027;                    North         East    Units  Estimated Accuracy
 NS0027;SPC WYWC     -   243,170.      623,580.      MT  (+/- 180 meters Scaled)
 NS0027
 NS0027                          SUPERSEDED SURVEY CONTROL
 NS0027
 NS0027  NGVD 29 (??/??/92) 1795.834  (m)         5891.83   (f) ADJ UNCH    2 0
 NS0027
 NS0027.Superseded values are not recommended for survey control.
 NS0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0027.See file dsdata.txt to determine how the superseded data were derived.
 NS0027
 NS0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN078294(NAD 83)
 NS0027_MARKER: DB = BENCH MARK DISK
 NS0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0027_STAMPING: E 29 1934
 NS0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0027+STABILITY: SURFACE MOTION
 NS0027
 NS0027  HISTORY     - Date     Condition        Report By
 NS0027  HISTORY     - 1934     MONUMENTED       CGS
 NS0027
 NS0027                          STATION DESCRIPTION
 NS0027
 NS0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0027'18.9 MI SE FROM LANDER.
 NS0027'ABOUT 18.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 NS0027'AT LANDER, FREMONT COUNTY, 20.8 MI NW OF SWEETWATER STATION, ABOUT
 NS0027'15.1 MILES NORTHWEST OF THE INTERSECTION WITH ATLANTIC CITY ROAD, AT
 NS0027'THE WEST END OF A CIRCULAR BLUFF, 38.0 FEET NORTHWEST OF THE CENTER
 NS0027'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. A STANDARD
 NS0027'DISK, STAMPED E 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0070 ***********************************************************************
 MQ0070  DESIGNATION -  E 3
 MQ0070  PID         -  MQ0070
 MQ0070  STATE/COUNTY-  WY/SWEETWATER
 MQ0070  USGS QUAD   -  TABLE ROCK (1970)
 MQ0070
 MQ0070                         *CURRENT SURVEY CONTROL
 MQ0070  ___________________________________________________________________
 MQ0070* NAD 83(1986)-  41 35 26.     (N)    108 28 36.     (W)     SCALED    
 MQ0070* NAVD 88     -      2058.314  (meters)    6752.99   (feet)  POSTED    
 MQ0070  ___________________________________________________________________
 MQ0070  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 MQ0070  DYNAMIC HT  -        2056.510 (meters)    6747.07  (feet)  COMP
 MQ0070  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 MQ0070
 MQ0070  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MQ0070
 MQ0070.The horizontal coordinates were scaled from a topographic map and have
 MQ0070.an estimated accuracy of +/- 6 seconds.
 MQ0070
 MQ0070.The orthometric height was determined by differential leveling
 MQ0070.and adjusted by the National Geodetic Survey in 1992..
 MQ0070.No vertical observational check was made to the station.
 MQ0070.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MQ0070.was located on a no-check spur therefore a value was not computed.
 MQ0070
 MQ0070.The geoid height was determined by GEOID03.
 MQ0070
 MQ0070.The dynamic height is computed by dividing the NAVD 88
 MQ0070.geopotential number by the normal gravity value computed on the
 MQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0070.degrees latitude (g = 980.6199 gals.).
 MQ0070
 MQ0070.The modeled gravity was interpolated from observed gravity values.
 MQ0070
 MQ0070;                    North         East    Units  Estimated Accuracy
 MQ0070;SPC WYWC     -   121,140.      622,790.      MT  (+/- 180 meters Scaled)
 MQ0070
 MQ0070                          SUPERSEDED SURVEY CONTROL
 MQ0070
 MQ0070  NGVD 29 (??/??/92) 2056.947  (m)         6748.50   (f) ADJ UNCH    1 2
 MQ0070
 MQ0070.Superseded values are not recommended for survey control.
 MQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0070.See file dsdata.txt to determine how the superseded data were derived.
 MQ0070
 MQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM103073(NAD 83)
 MQ0070_MARKER: Z = SEE DESCRIPTION
 MQ0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0070_SP_SET: LIMESTONE POST
 MQ0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0070
 MQ0070  HISTORY     - Date     Condition        Report By
 MQ0070  HISTORY     - UNK      MONUMENTED       CGS
 MQ0070  HISTORY     - 1956     MARK NOT FOUND   NGS
 MQ0070
 MQ0070                          STATION DESCRIPTION
 MQ0070
 MQ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0070'IN MONELL.
 MQ0070'ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RAILROAD, DIRECTLY OPPOSITE
 MQ0070'THE STATION SIGN, 45 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 MQ0070'AND 3 FEET NORTH OF A FENCE.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED
 MQ0070'BY THE LETTER USBM IN THE TOP OF A LIMESTONE POST FLUSH WITH THE
 MQ0070'GROUND.  NOTE-- IT MAY HAVE BEEN DESTROYED OR IS UNDER A 6 FOOT DIRT
 MQ0070'FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0276 ***********************************************************************
 MP0276  DESIGNATION -  E 30
 MP0276  PID         -  MP0276
 MP0276  STATE/COUNTY-  WY/CARBON
 MP0276  USGS QUAD   -  RENDLE HILL (1983)
 MP0276
 MP0276                         *CURRENT SURVEY CONTROL
 MP0276  ___________________________________________________________________
 MP0276* NAD 83(1986)-  41 52 39.     (N)    107 16 26.     (W)     SCALED    
 MP0276* NAVD 88     -      2156.856  (meters)    7076.29   (feet)  ADJUSTED  
 MP0276  ___________________________________________________________________
 MP0276  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 MP0276  DYNAMIC HT  -        2155.023 (meters)    7070.27  (feet)  COMP
 MP0276  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 MP0276
 MP0276  VERT ORDER  -  FIRST     CLASS II
 MP0276
 MP0276.The horizontal coordinates were scaled from a topographic map and have
 MP0276.an estimated accuracy of +/- 6 seconds.
 MP0276
 MP0276.The orthometric height was determined by differential leveling
 MP0276.and adjusted by the National Geodetic Survey in June 1991..
 MP0276
 MP0276.The geoid height was determined by GEOID03.
 MP0276
 MP0276.The dynamic height is computed by dividing the NAVD 88
 MP0276.geopotential number by the normal gravity value computed on the
 MP0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0276.degrees latitude (g = 980.6199 gals.).
 MP0276
 MP0276.The modeled gravity was interpolated from observed gravity values.
 MP0276
 MP0276;                    North         East    Units  Estimated Accuracy
 MP0276;SPC WYEC     -   252,970.      404,930.      MT  (+/- 180 meters Scaled)
 MP0276
 MP0276                          SUPERSEDED SURVEY CONTROL
 MP0276
 MP0276  NGVD 29 (06/08/92) 2155.696  (m)         7072.48   (f) ADJUSTED    1 2
 MP0276
 MP0276.Superseded values are not recommended for survey control.
 MP0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0276.See file dsdata.txt to determine how the superseded data were derived.
 MP0276
 MP0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG113386(NAD 83)
 MP0276_MARKER: DB = BENCH MARK DISK
 MP0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0276_SP_SET: CONCRETE POST
 MP0276_STAMPING: E 30 1933
 MP0276_MARK LOGO: CGS   
 MP0276_PROJECTION: PROJECTING 10 CENTIMETERS
 MP0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0276+STABILITY: SURFACE MOTION
 MP0276
 MP0276  HISTORY     - Date     Condition        Report By
 MP0276  HISTORY     - 1933     MONUMENTED       CGS
 MP0276  HISTORY     - 1956     GOOD             USGS
 MP0276  HISTORY     - 1982     GOOD             NGS
 MP0276  HISTORY     - 1987     GOOD             NGS
 MP0276
 MP0276                          STATION DESCRIPTION
 MP0276
 MP0276'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 MP0276'4.1 MI N FROM RAWLINS.
 MP0276'4.1 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MP0276'RAWLINS, CARBON COUNTY TO THE INTERSECTION OF OLD HIGHWAY, 3.4 MILES
 MP0276'NORTH ALONG OLD HIGHWAY TO THE SUMMIT OF A SMALL RISE, 55 FEET EAST OF
 MP0276'THE CENTERLINE OF THE OLD HIGHWAY, 1040 FEET SOUTHEAST OF THE
 MP0276'INTERSECTION OF THE OLD HIGHWAY AND A TRACK ROAD NORTHEAST, AND 635
 MP0276'FEET SOUTH OF THE INTERSECTION OF A TRACK ROAD AND THE NEW HIGHWAY AND
 MP0276'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 MP0276
 MP0276                          STATION RECOVERY (1982)
 MP0276
 MP0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MP0276'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  11.5 KM (7.15
 MP0276'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 MP0276'HIGHWAY 30 IN RAWLINS, 193.5 METERS (634.8 FT) SOUTHWEST OF THE
 MP0276'CENTERLINE OF THE HIGHWAY AND 16.8 METERS (55.1 FT) NORTHEAST OF THE
 MP0276'CENTER OF THE OLD HIGHWAY.
 MP0276'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MP0276'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 MP0276
 MP0276                          STATION RECOVERY (1987)
 MP0276
 MP0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MP0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0184 ***********************************************************************
 NR0184  DESIGNATION -  E 31
 NR0184  PID         -  NR0184
 NR0184  STATE/COUNTY-  WY/CARBON
 NR0184  USGS QUAD   -  SAVAGE PEAK (1981)
 NR0184
 NR0184                         *CURRENT SURVEY CONTROL
 NR0184  ___________________________________________________________________
 NR0184* NAD 83(1993)-  42 26 12.29160(N)    107 16 50.06956(W)     ADJUSTED  
 NR0184* NAVD 88     -      1843.438  (meters)    6048.01   (feet)  ADJUSTED  
 NR0184  ___________________________________________________________________
 NR0184  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 NR0184  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 NR0184  DYNAMIC HT  -        1842.148 (meters)    6043.78  (feet)  COMP
 NR0184  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 NR0184
 NR0184  HORZ ORDER  -  THIRD
 NR0184  VERT ORDER  -  FIRST     CLASS II
 NR0184
 NR0184.The horizontal coordinates were established by classical geodetic methods
 NR0184.and adjusted by the National Geodetic Survey in January 1997..
 NR0184
 NR0184.The orthometric height was determined by differential leveling
 NR0184.and adjusted by the National Geodetic Survey in June 1991..
 NR0184
 NR0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0184
 NR0184.The geoid height was determined by GEOID03.
 NR0184
 NR0184.The dynamic height is computed by dividing the NAVD 88
 NR0184.geopotential number by the normal gravity value computed on the
 NR0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0184.degrees latitude (g = 980.6199 gals.).
 NR0184
 NR0184.The modeled gravity was interpolated from observed gravity values.
 NR0184
 NR0184;                    North         East     Units Scale Factor Converg.
 NR0184;SPC WYEC     -   315,088.883   404,340.790   MT  0.99993773   +0 02 08.2
 NR0184;UTM  13      - 4,700,789.416   312,420.717   MT  1.00003293   -1 32 21.6
 NR0184
 NR0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0184!SPC WYEC     -   0.99971291  x   0.99993773  =   0.99965066
 NR0184!UTM  13      -   0.99971291  x   1.00003293  =   0.99974584
 NR0184
 NR0184:                Primary Azimuth Mark                     Grid Az
 NR0184:SPC WYEC     -  FORT RIDGE                               082 08 17.7
 NR0184:UTM  13      -  FORT RIDGE                               083 42 47.5
 NR0184
 NR0184|---------------------------------------------------------------------|
 NR0184| PID    Reference Object                     Distance      Geod. Az  |
 NR0184|                                                           dddmmss.s |
 NR0184| NR0428 FORT RIDGE                          APPROX.13.4 KM 0821025.9 |
 NR0184|---------------------------------------------------------------------|
 NR0184
 NR0184                          SUPERSEDED SURVEY CONTROL
 NR0184
 NR0184  NAD 83(1986)-  42 26 12.27904(N)    107 16 50.06254(W) AD(       ) 3
 NR0184  NAD 27      -  42 26 12.42921(N)    107 16 47.84435(W) AD(       ) 3
 NR0184  NGVD 29 (??/??/92) 1842.478  (m)         6044.86   (f) ADJ UNCH    1 2
 NR0184
 NR0184.Superseded values are not recommended for survey control.
 NR0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0184.See file dsdata.txt to determine how the superseded data were derived.
 NR0184
 NR0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH1242100789(NAD 83)
 NR0184_MARKER: DB = BENCH MARK DISK
 NR0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0184_STAMPING: E 31 1933
 NR0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0184+STABILITY: SURFACE MOTION
 NR0184
 NR0184  HISTORY     - Date     Condition        Report By
 NR0184  HISTORY     - 1933     MONUMENTED       CGS
 NR0184  HISTORY     - 1948     GOOD             USGS
 NR0184  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0184
 NR0184                          STATION DESCRIPTION
 NR0184
 NR0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0184'10.0 MI NE FROM THREE FORKS.
 NR0184'10.0 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM THREE FORKS, CARBON
 NR0184'COUNTY, 0.2 MILE NORTH OF A WOODEN BRIDGE OVER A DRY GULCH, AND 50.5
 NR0184'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 NR0184'E 31 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 NR0184'ABOVE GROUND.
 NR0184
 NR0184                          STATION RECOVERY (1948)
 NR0184
 NR0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NR0184'STATION LOCATED ABOUT 10.0 MI. NE. OF THREE FORKS, 500 FT. SW. OF
 NR0184'SHARP BEND IN STATE HIGHWAY 220 AND 1014 FT. N. OF COUNTY LINE
 NR0184'BETWEEN NATRONA AND CARBON COUNTIES.
 NR0184'
 NR0184'STATION MARK--STANDARD USC AND GS BENCH MARK DISK, STAMPED ---E 31
 NR0184'1933---, SET IN TOP OF CONCRETE POST PROJECTING 6 IN. ABOVE GROUND.
 NR0184'
 NR0184'REFERENCE MARKS--NONE.
 NR0184
 NR0184                          STATION RECOVERY (1982)
 NR0184
 NR0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0132 ***********************************************************************
 MO0132  DESIGNATION -  E 311
 MO0132  PID         -  MO0132
 MO0132  STATE/COUNTY-  WY/LARAMIE
 MO0132  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0132
 MO0132                         *CURRENT SURVEY CONTROL
 MO0132  ___________________________________________________________________
 MO0132* NAD 83(1986)-  41 07 54.     (N)    104 48 50.     (W)     SCALED    
 MO0132* NAVD 88     -      1849.447  (meters)    6067.73   (feet)  ADJUSTED  
 MO0132  ___________________________________________________________________
 MO0132  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 MO0132  DYNAMIC HT  -        1847.838 (meters)    6062.45  (feet)  COMP
 MO0132  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 MO0132
 MO0132  VERT ORDER  -  FIRST     CLASS II
 MO0132
 MO0132.The horizontal coordinates were scaled from a topographic map and have
 MO0132.an estimated accuracy of +/- 6 seconds.
 MO0132
 MO0132.The orthometric height was determined by differential leveling
 MO0132.and adjusted by the National Geodetic Survey in June 1991..
 MO0132.WARNING-Repeat measurements at this control monument indicate possible
 MO0132.vertical movement.
 MO0132
 MO0132.The geoid height was determined by GEOID03.
 MO0132
 MO0132.The dynamic height is computed by dividing the NAVD 88
 MO0132.geopotential number by the normal gravity value computed on the
 MO0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0132.degrees latitude (g = 980.6199 gals.).
 MO0132
 MO0132.The modeled gravity was interpolated from observed gravity values.
 MO0132
 MO0132;                    North         East    Units  Estimated Accuracy
 MO0132;SPC WY E     -    70,200.      229,620.      MT  (+/- 180 meters Scaled)
 MO0132
 MO0132                          SUPERSEDED SURVEY CONTROL
 MO0132
 MO0132  NGVD 29 (06/08/92) 1848.430  (m)         6064.39   (f) ADJUSTED    1 2
 MO0132
 MO0132.Superseded values are not recommended for survey control.
 MO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0132.See file dsdata.txt to determine how the superseded data were derived.
 MO0132
 MO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF156533(NAD 83)
 MO0132_MARKER: DB = BENCH MARK DISK
 MO0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0132_SP_SET: BUILDING
 MO0132_STAMPING: E 311 1939
 MO0132_MARK LOGO: CGS   
 MO0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MO0132+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2002
 MO0132
 MO0132  HISTORY     - Date     Condition        Report By
 MO0132  HISTORY     - 1939     MONUMENTED       CGS
 MO0132  HISTORY     - 1956     GOOD             NGS
 MO0132  HISTORY     - 1983     GOOD             NGS
 MO0132  HISTORY     - 20020901 GOOD             NGS
 MO0132
 MO0132                          STATION DESCRIPTION
 MO0132
 MO0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0132'AT CHEYENNE.
 MO0132'AT CHEYENNE, AT THE SOUTHWEST END OF THE UNION PACIFIC RAILROAD
 MO0132'STATION, 13.4 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE
 MO0132'SOUTHWEST DOOR OF THE EXPRESS OFFICE, 2.2 FEET NORTHWEST OF THE
 MO0132'NORTHWEST SIDE OF A DOUBLE WINDOW, 0.4 FOOT BELOW THE RED
 MO0132'SANDSTONE PART OF THE BUILDING, 3.2 FEET ABOVE THE CONCRETE
 MO0132'PLATFORM, SET VERTICALLY IN THE SOUTHWEST WALL OF THE RAILROAD
 MO0132'STATION, IN SECTION 6, TOWNSHIP 13 NORTH, RANGE 66 WEST.
 MO0132
 MO0132                          STATION RECOVERY (1983)
 MO0132
 MO0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0132'RECOVERED IN GOOD CONDITION.
 MO0132
 MO0132                          STATION RECOVERY (2002)
 MO0132
 MO0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 MO0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0194 ***********************************************************************
 OX0194  DESIGNATION -  E 312
 OX0194  PID         -  OX0194
 OX0194  STATE/COUNTY-  WY/TETON
 OX0194  USGS QUAD   -  SHADOW MOUNTAIN (1996)
 OX0194
 OX0194                         *CURRENT SURVEY CONTROL
 OX0194  ___________________________________________________________________
 OX0194* NAD 83(1986)-  43 38 26.     (N)    110 35 04.     (W)     SCALED    
 OX0194* NAVD 88     -      2056.558  (meters)    6747.22   (feet)  ADJUSTED  
 OX0194  ___________________________________________________________________
 OX0194  GEOID HEIGHT-          -8.99  (meters)                     GEOID03
 OX0194  DYNAMIC HT  -        2055.193 (meters)    6742.75  (feet)  COMP
 OX0194  MODELED GRAV-     979,882.2   (mgal)                       NAVD 88
 OX0194
 OX0194  VERT ORDER  -  SECOND    CLASS 0
 OX0194
 OX0194.The horizontal coordinates were scaled from a topographic map and have
 OX0194.an estimated accuracy of +/- 6 seconds.
 OX0194
 OX0194.The orthometric height was determined by differential leveling
 OX0194.and adjusted by the National Geodetic Survey in June 1991..
 OX0194
 OX0194.The geoid height was determined by GEOID03.
 OX0194
 OX0194.The dynamic height is computed by dividing the NAVD 88
 OX0194.geopotential number by the normal gravity value computed on the
 OX0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0194.degrees latitude (g = 980.6199 gals.).
 OX0194
 OX0194.The modeled gravity was interpolated from observed gravity values.
 OX0194
 OX0194;                    North         East    Units  Estimated Accuracy
 OX0194;SPC WY W     -   448,940.      759,570.      MT  (+/- 180 meters Scaled)
 OX0194
 OX0194                          SUPERSEDED SURVEY CONTROL
 OX0194
 OX0194  NGVD 29 (??/??/92) 2055.256  (m)         6742.95   (f) ADJ UNCH    2 0
 OX0194
 OX0194.Superseded values are not recommended for survey control.
 OX0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0194.See file dsdata.txt to determine how the superseded data were derived.
 OX0194
 OX0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP335320(NAD 83)
 OX0194_MARKER: DB = BENCH MARK DISK
 OX0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0194_STAMPING: E 312 1946
 OX0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0194+STABILITY: SURFACE MOTION
 OX0194
 OX0194  HISTORY     - Date     Condition        Report By
 OX0194  HISTORY     - 1946     MONUMENTED       CGS
 OX0194
 OX0194                          STATION DESCRIPTION
 OX0194
 OX0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0194'3.3 MI E FROM KELLY.
 OX0194'ALONG GROS VENTRE RIVER ROAD, ABOUT 3.3 MILES EAST OF KELLY POST
 OX0194'OFFICE (BY ROAD), IN SOUTHWEST CORNER OF FLAT AREA BETWEEN ROAD AND
 OX0194'RIVER, SET IN CONCRETE POST ABOUT 90 YARDS SOUTH OF ROAD, 50 FEET EAST
 OX0194'OF RAIL FENCE, 11 FEET NORTHEAST OF TELEPHONE POLE WITH GAME PRESERVE
 OX0194'SIGNS ON IT, 18 FEET NORTH OF ABRUPT EDGE OF RIVER BANK AND ABOUT 20
 OX0194'FEET ABOVE THE RIVER.  STANDARD BRONZE DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0142 ***********************************************************************
 OX0142  DESIGNATION -  E 313
 OX0142  PID         -  OX0142
 OX0142  STATE/COUNTY-  WY/LINCOLN
 OX0142  USGS QUAD   -  FERRY PEAK (1996)
 OX0142
 OX0142                         *CURRENT SURVEY CONTROL
 OX0142  ___________________________________________________________________
 OX0142* NAD 83(1986)-  43 08 35.     (N)    110 58 35.     (W)     SCALED    
 OX0142* NAVD 88     -      1748.534  (meters)    5736.65   (feet)  ADJUSTED  
 OX0142  ___________________________________________________________________
 OX0142  GEOID HEIGHT-         -10.45  (meters)                     GEOID03
 OX0142  DYNAMIC HT  -        1747.380 (meters)    5732.86  (feet)  COMP
 OX0142  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 OX0142
 OX0142  VERT ORDER  -  SECOND    CLASS 0
 OX0142
 OX0142.The horizontal coordinates were scaled from a topographic map and have
 OX0142.an estimated accuracy of +/- 6 seconds.
 OX0142
 OX0142.The orthometric height was determined by differential leveling
 OX0142.and adjusted by the National Geodetic Survey in June 1991..
 OX0142
 OX0142.The geoid height was determined by GEOID03.
 OX0142
 OX0142.The dynamic height is computed by dividing the NAVD 88
 OX0142.geopotential number by the normal gravity value computed on the
 OX0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0142.degrees latitude (g = 980.6199 gals.).
 OX0142
 OX0142.The modeled gravity was interpolated from observed gravity values.
 OX0142
 OX0142;                    North         East    Units  Estimated Accuracy
 OX0142;SPC WY W     -   393,930.      727,350.      MT  (+/- 180 meters Scaled)
 OX0142
 OX0142                          SUPERSEDED SURVEY CONTROL
 OX0142
 OX0142  NGVD 29 (??/??/92) 1747.299  (m)         5732.60   (f) ADJ UNCH    2 0
 OX0142
 OX0142.Superseded values are not recommended for survey control.
 OX0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0142.See file dsdata.txt to determine how the superseded data were derived.
 OX0142
 OX0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN019767(NAD 83)
 OX0142_MARKER: DB = BENCH MARK DISK
 OX0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0142_STAMPING: E 313 1946
 OX0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0142+STABILITY: SURFACE MOTION
 OX0142
 OX0142  HISTORY     - Date     Condition        Report By
 OX0142  HISTORY     - 1946     MONUMENTED       CGS
 OX0142  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0142
 OX0142                          STATION DESCRIPTION
 OX0142
 OX0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0142'5.0 MI SE FROM ALPINE.
 OX0142'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0142'THENCE ABOUT 3.4 MILES EAST ALONG GREYS RIVER ROAD, 0.1 MILE EAST OF A
 OX0142'WOOD BRIDGE ACROSS GREYS RIVER, AT THE EAST END OF A CAMP GROUND,
 OX0142'ABOUT 42 FEET NORTH OF THE EDGE OF A STEEP CANYON, 24 FEET SOUTH OF
 OX0142'THE CENTER LINE OF THE ROAD, 2 FEET SOUTHEAST OF A ROAD CAUTION SIGN,
 OX0142'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 OX0142
 OX0142                          STATION RECOVERY (1963)
 OX0142
 OX0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0082 ***********************************************************************
 NT0082  DESIGNATION -  E 314
 NT0082  PID         -  NT0082
 NT0082  STATE/COUNTY-  WY/LINCOLN
 NT0082  USGS QUAD   -  BLIND BULL CREEK (1980)
 NT0082
 NT0082                         *CURRENT SURVEY CONTROL
 NT0082  ___________________________________________________________________
 NT0082* NAD 83(1986)-  42 54 53.     (N)    110 42 36.     (W)     SCALED    
 NT0082* NAVD 88     -      2024.930  (meters)    6643.46   (feet)  ADJUSTED  
 NT0082  ___________________________________________________________________
 NT0082  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 NT0082  DYNAMIC HT  -        2023.423 (meters)    6638.51  (feet)  COMP
 NT0082  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 NT0082
 NT0082  VERT ORDER  -  SECOND    CLASS 0
 NT0082
 NT0082.The horizontal coordinates were scaled from a topographic map and have
 NT0082.an estimated accuracy of +/- 6 seconds.
 NT0082
 NT0082.The orthometric height was determined by differential leveling
 NT0082.and adjusted by the National Geodetic Survey in June 1991..
 NT0082
 NT0082.The geoid height was determined by GEOID03.
 NT0082
 NT0082.The dynamic height is computed by dividing the NAVD 88
 NT0082.geopotential number by the normal gravity value computed on the
 NT0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0082.degrees latitude (g = 980.6199 gals.).
 NT0082
 NT0082.The modeled gravity was interpolated from observed gravity values.
 NT0082
 NT0082;                    North         East    Units  Estimated Accuracy
 NT0082;SPC WY W     -   368,370.      748,830.      MT  (+/- 180 meters Scaled)
 NT0082
 NT0082                          SUPERSEDED SURVEY CONTROL
 NT0082
 NT0082  NGVD 29 (??/??/92) 2023.587  (m)         6639.05   (f) ADJ UNCH    2 0
 NT0082
 NT0082.Superseded values are not recommended for survey control.
 NT0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0082.See file dsdata.txt to determine how the superseded data were derived.
 NT0082
 NT0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN236513(NAD 83)
 NT0082_MARKER: DB = BENCH MARK DISK
 NT0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0082_STAMPING: E 314 1946
 NT0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0082+STABILITY: SURFACE MOTION
 NT0082
 NT0082  HISTORY     - Date     Condition        Report By
 NT0082  HISTORY     - 1946     MONUMENTED       CGS
 NT0082  HISTORY     - 1967     GOOD             NGS
 NT0082
 NT0082                          STATION DESCRIPTION
 NT0082
 NT0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0082'31.3 MI SE FROM ALPINE.
 NT0082'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0082'THENCE ABOUT 29.7 MILES SOUTHEAST ALONG GREYS RIVER ROAD, ABOUT 0.2
 NT0082'MILE NORTHEAST OF MEADOWS RANGER STATION, 199 FEET SOUTH OF AN
 NT0082'INTERSECTION OF GREYS RIVER ROAD AND MEADOWS RANGER STATION ROAD, 74
 NT0082'FEET SOUTHEAST OF THE CENTER LINE OF MEADOWS RANGER STATION ROAD, 15
 NT0082'FEET SOUTHWEST OF THE EDGE OF THE RIVER, 6 FEET EAST OF A LARGE LONE
 NT0082'PINE TREE WHICH HAS A TRIANGULAR BLAZE, 3 FEET WEST OF A WITNESS POST,
 NT0082'AND SET IN THE TOP OF A CONCRETE POST.
 NT0082
 NT0082                          STATION RECOVERY (1967)
 NT0082
 NT0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 NT0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0107 ***********************************************************************
 NT0107  DESIGNATION -  E 315
 NT0107  PID         -  NT0107
 NT0107  STATE/COUNTY-  WY/LINCOLN
 NT0107  USGS QUAD   -  POISON MEADOWS (1980)
 NT0107
 NT0107                         *CURRENT SURVEY CONTROL
 NT0107  ___________________________________________________________________
 NT0107* NAD 83(1986)-  42 34 57.     (N)    110 41 01.     (W)     SCALED    
 NT0107* NAVD 88     -      2473.595  (meters)    8115.45   (feet)  ADJUSTED  
 NT0107  ___________________________________________________________________
 NT0107  GEOID HEIGHT-         -10.77  (meters)                     GEOID03
 NT0107  DYNAMIC HT  -        2471.513 (meters)    8108.62  (feet)  COMP
 NT0107  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 NT0107
 NT0107  VERT ORDER  -  SECOND    CLASS 0
 NT0107
 NT0107.The horizontal coordinates were scaled from a topographic map and have
 NT0107.an estimated accuracy of +/- 6 seconds.
 NT0107
 NT0107.The orthometric height was determined by differential leveling
 NT0107.and adjusted by the National Geodetic Survey in June 1991..
 NT0107
 NT0107.The geoid height was determined by GEOID03.
 NT0107
 NT0107.The dynamic height is computed by dividing the NAVD 88
 NT0107.geopotential number by the normal gravity value computed on the
 NT0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0107.degrees latitude (g = 980.6199 gals.).
 NT0107
 NT0107.The modeled gravity was interpolated from observed gravity values.
 NT0107
 NT0107;                    North         East    Units  Estimated Accuracy
 NT0107;SPC WY W     -   331,450.      750,730.      MT  (+/- 180 meters Scaled)
 NT0107
 NT0107                          SUPERSEDED SURVEY CONTROL
 NT0107
 NT0107  NGVD 29 (??/??/92) 2472.107  (m)         8110.57   (f) ADJ UNCH    2 0
 NT0107
 NT0107.Superseded values are not recommended for survey control.
 NT0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0107.See file dsdata.txt to determine how the superseded data were derived.
 NT0107
 NT0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN259145(NAD 83)
 NT0107_MARKER: DB = BENCH MARK DISK
 NT0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0107_STAMPING: E 315 1946
 NT0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0107+STABILITY: SURFACE MOTION
 NT0107
 NT0107  HISTORY     - Date     Condition        Report By
 NT0107  HISTORY     - 1946     MONUMENTED       CGS
 NT0107  HISTORY     - 1972     GOOD             NGS
 NT0107
 NT0107                          STATION DESCRIPTION
 NT0107
 NT0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0107'34.6 MI E FROM SMOOT.
 NT0107'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE OFFICE AT
 NT0107'SMOOT, THENCE ABOUT 27.6 MILES EASTERLY AND NORTHEASTERLY ALONG GREYS
 NT0107'RIVER ROAD, AT THE NORTHWEST END OF POISON MEADOWS, ON THE NORTHEAST
 NT0107'SIDE OF THE ROAD, AT THE BASE OF A STEEP HILLSIDE, 51 FEET NORTHEAST
 NT0107'OF THE EDGE OF THE RIVER, 46 FEET EAST OF A WOOD CULVERT UNDER THE
 NT0107'ROAD, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 4 FEET
 NT0107'ABOVE THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE
 NT0107'TOP OF A CONCRETE POST.
 NT0107
 NT0107                          STATION RECOVERY (1972)
 NT0107
 NT0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0070 ***********************************************************************
 NT0070  DESIGNATION -  E 316
 NT0070  PID         -  NT0070
 NT0070  STATE/COUNTY-  WY/LINCOLN
 NT0070  USGS QUAD   -  MOUNT WAGNER (1980)
 NT0070
 NT0070                         *CURRENT SURVEY CONTROL
 NT0070  ___________________________________________________________________
 NT0070* NAD 83(1986)-  42 30 06.     (N)    110 52 14.     (W)     SCALED    
 NT0070* NAVD 88     -      2406.350  (meters)    7894.83   (feet)  ADJUSTED  
 NT0070  ___________________________________________________________________
 NT0070  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 NT0070  DYNAMIC HT  -        2404.367 (meters)    7888.33  (feet)  COMP
 NT0070  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 NT0070
 NT0070  VERT ORDER  -  SECOND    CLASS 0
 NT0070
 NT0070.The horizontal coordinates were scaled from a topographic map and have
 NT0070.an estimated accuracy of +/- 6 seconds.
 NT0070
 NT0070.The orthometric height was determined by differential leveling
 NT0070.and adjusted by the National Geodetic Survey in June 1991..
 NT0070
 NT0070.The geoid height was determined by GEOID03.
 NT0070
 NT0070.The dynamic height is computed by dividing the NAVD 88
 NT0070.geopotential number by the normal gravity value computed on the
 NT0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0070.degrees latitude (g = 980.6199 gals.).
 NT0070
 NT0070.The modeled gravity was interpolated from observed gravity values.
 NT0070
 NT0070;                    North         East    Units  Estimated Accuracy
 NT0070;SPC WY W     -   322,600.      735,300.      MT  (+/- 180 meters Scaled)
 NT0070
 NT0070                          SUPERSEDED SURVEY CONTROL
 NT0070
 NT0070  NGVD 29 (??/??/92) 2404.911  (m)         7890.11   (f) ADJ UNCH    2 0
 NT0070
 NT0070.Superseded values are not recommended for survey control.
 NT0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0070.See file dsdata.txt to determine how the superseded data were derived.
 NT0070
 NT0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN106054(NAD 83)
 NT0070_MARKER: DB = BENCH MARK DISK
 NT0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0070_STAMPING: E 316 1946
 NT0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0070+STABILITY: SURFACE MOTION
 NT0070
 NT0070  HISTORY     - Date     Condition        Report By
 NT0070  HISTORY     - 1946     MONUMENTED       CGS
 NT0070
 NT0070                          STATION DESCRIPTION
 NT0070
 NT0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0070'10.0 MI S FROM SMOOT.
 NT0070'ABOUT 7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT
 NT0070'SMOOT, THENCE ABOUT 3.0 MILES SOUTHEAST ALONG GREYS RIVER ROAD, AT THE
 NT0070'NORTHEAST END OF A SMALL OPEN FIELD, 35 FEET WEST OF THE CENTER LINE
 NT0070'OF THE ROAD, 10 FEET SOUTH OF A GROUP OF SMALL ASPEN TREES, ABOUT 4
 NT0070'FEET ABOVE THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN
 NT0070'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0565 ***********************************************************************
 MO0565  DESIGNATION -  E 317
 MO0565  PID         -  MO0565
 MO0565  STATE/COUNTY-  WY/ALBANY
 MO0565  USGS QUAD   -  RED BUTTES (1978)
 MO0565
 MO0565                         *CURRENT SURVEY CONTROL
 MO0565  ___________________________________________________________________
 MO0565* NAD 83(1986)-  41 10 04.     (N)    105 35 05.     (W)     SCALED    
 MO0565* NAVD 88     -      2237.976  (meters)    7342.43   (feet)  ADJUSTED  
 MO0565  ___________________________________________________________________
 MO0565  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 MO0565  DYNAMIC HT  -        2235.959 (meters)    7335.81  (feet)  COMP
 MO0565  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 MO0565
 MO0565  VERT ORDER  -  FIRST     CLASS II
 MO0565
 MO0565.The horizontal coordinates were scaled from a topographic map and have
 MO0565.an estimated accuracy of +/- 6 seconds.
 MO0565
 MO0565.The orthometric height was determined by differential leveling
 MO0565.and adjusted by the National Geodetic Survey in June 1991..
 MO0565.WARNING-Repeat measurements at this control monument indicate possible
 MO0565.vertical movement.
 MO0565
 MO0565.The geoid height was determined by GEOID03.
 MO0565
 MO0565.The dynamic height is computed by dividing the NAVD 88
 MO0565.geopotential number by the normal gravity value computed on the
 MO0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0565.degrees latitude (g = 980.6199 gals.).
 MO0565
 MO0565.The modeled gravity was interpolated from observed gravity values.
 MO0565
 MO0565;                    North         East    Units  Estimated Accuracy
 MO0565;SPC WY E     -    74,240.      164,920.      MT  (+/- 180 meters Scaled)
 MO0565
 MO0565                          SUPERSEDED SURVEY CONTROL
 MO0565
 MO0565  NGVD 29 (06/08/92) 2236.871  (m)         7338.80   (f) ADJUSTED    1 2
 MO0565
 MO0565.Superseded values are not recommended for survey control.
 MO0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0565.See file dsdata.txt to determine how the superseded data were derived.
 MO0565
 MO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF509575(NAD 83)
 MO0565_MARKER: DB = BENCH MARK DISK
 MO0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0565_STAMPING: E 317 1947
 MO0565_MARK LOGO: CGS   
 MO0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0565+STABILITY: SURFACE MOTION
 MO0565
 MO0565  HISTORY     - Date     Condition        Report By
 MO0565  HISTORY     - 1947     MONUMENTED       CGS
 MO0565  HISTORY     - 1956     GOOD             NGS
 MO0565  HISTORY     - 1983     GOOD             NGS
 MO0565
 MO0565                          STATION DESCRIPTION
 MO0565
 MO0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0565'1.1 MI SE FROM RED BUTTES.
 MO0565'1.1 MILES SOUTHEAST ALONG THE SOUTHWEST TRACK OF THE UNION
 MO0565'PACIFIC RAILROAD FROM THE STATION SIGN AT RED BUTTES, 434 YARDS
 MO0565'SOUTHEAST OF A ROAD CROSSING, 42 FEET WEST OF THE 11TH POLE
 MO0565'NORTHWEST OF MILEPOST 556, 45.3 FEET NORTHEAST OF THE NORTHEAST
 MO0565'RAIL, 17 FEET SOUTHWEST OF A FENCE, 3 FEET SOUTHEAST OF A
 MO0565'WITNESS POST, IN SECTION 21, TOWNSHIP 14 NORTH, RANGE 73 WEST,
 MO0565'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MO0565'THE GROUND.
 MO0565
 MO0565                          STATION RECOVERY (1983)
 MO0565
 MO0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0565'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.1 KM
 MO0565'(10.0 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0565'STATION IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0603 ***********************************************************************
 MO0603  DESIGNATION -  E 318
 MO0603  PID         -  MO0603
 MO0603  STATE/COUNTY-  WY/ALBANY
 MO0603  USGS QUAD   -  HOWELL (1978)
 MO0603
 MO0603                         *CURRENT SURVEY CONTROL
 MO0603  ___________________________________________________________________
 MO0603* NAD 83(1986)-  41 24 52.     (N)    105 36 53.     (W)     SCALED    
 MO0603* NAVD 88     -      2170.252  (meters)    7120.24   (feet)  ADJUSTED  
 MO0603  ___________________________________________________________________
 MO0603  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0603  DYNAMIC HT  -        2168.405 (meters)    7114.18  (feet)  COMP
 MO0603  MODELED GRAV-     979,693.3   (mgal)                       NAVD 88
 MO0603
 MO0603  VERT ORDER  -  FIRST     CLASS II
 MO0603
 MO0603.The horizontal coordinates were scaled from a topographic map and have
 MO0603.an estimated accuracy of +/- 6 seconds.
 MO0603
 MO0603.The orthometric height was determined by differential leveling
 MO0603.and adjusted by the National Geodetic Survey in June 1991..
 MO0603.WARNING-Repeat measurements at this control monument indicate possible
 MO0603.vertical movement.
 MO0603
 MO0603.The geoid height was determined by GEOID03.
 MO0603
 MO0603.The dynamic height is computed by dividing the NAVD 88
 MO0603.geopotential number by the normal gravity value computed on the
 MO0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0603.degrees latitude (g = 980.6199 gals.).
 MO0603
 MO0603.The modeled gravity was interpolated from observed gravity values.
 MO0603
 MO0603;                    North         East    Units  Estimated Accuracy
 MO0603;SPC WY E     -   101,640.      162,540.      MT  (+/- 180 meters Scaled)
 MO0603
 MO0603                          SUPERSEDED SURVEY CONTROL
 MO0603
 MO0603  NGVD 29 (06/08/92) 2169.218  (m)         7116.84   (f) ADJUSTED    1 2
 MO0603
 MO0603.Superseded values are not recommended for survey control.
 MO0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0603.See file dsdata.txt to determine how the superseded data were derived.
 MO0603
 MO0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF486849(NAD 83)
 MO0603_MARKER: DB = BENCH MARK DISK
 MO0603_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0603_STAMPING: E 318 1947
 MO0603_MARK LOGO: CGS   
 MO0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0603
 MO0603  HISTORY     - Date     Condition        Report By
 MO0603  HISTORY     - 1947     MONUMENTED       CGS
 MO0603  HISTORY     - 1983     GOOD             NGS
 MO0603
 MO0603                          STATION DESCRIPTION
 MO0603
 MO0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0603'AT HOWELL.
 MO0603'AT HOWELL, AT THE STEEL RAILWAY BRIDGE OVER THE LARAMIE RIVER
 MO0603'AT THE SOUTH EDGE OF HOWELL, 6.5 FEET EAST OF THE EAST RAIL OF
 MO0603'THE EAST TRACK AND 2 FEET LOWER, 2.0 FEET WEST OF THE EAST END
 MO0603'OF THE NORTHEAST ABUTMENT OF THE BRIDGE, SET IN A DRILL HOLE IN
 MO0603'THE TOP OF THE NORTHEAST CONCRETE ABUTMENT OF THE RAILWAY BRIDGE.
 MO0603
 MO0603                          STATION RECOVERY (1983)
 MO0603
 MO0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0603'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.0 KM
 MO0603'(7.45 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0603'IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0229 ***********************************************************************
 MP0229  DESIGNATION -  E 319
 MP0229  PID         -  MP0229
 MP0229  STATE/COUNTY-  WY/CARBON
 MP0229  USGS QUAD   -  SINCLAIR (1981)
 MP0229
 MP0229                         *CURRENT SURVEY CONTROL
 MP0229  ___________________________________________________________________
 MP0229* NAD 83(1986)-  41 46 43.     (N)    107 04 14.     (W)     SCALED    
 MP0229* NAVD 88     -      2000.774  (meters)    6564.21   (feet)  ADJUSTED  
 MP0229  ___________________________________________________________________
 MP0229  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 MP0229  DYNAMIC HT  -        1999.111 (meters)    6558.75  (feet)  COMP
 MP0229  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 MP0229
 MP0229  VERT ORDER  -  FIRST     CLASS II
 MP0229
 MP0229.The horizontal coordinates were scaled from a topographic map and have
 MP0229.an estimated accuracy of +/- 6 seconds.
 MP0229
 MP0229.The orthometric height was determined by differential leveling
 MP0229.and adjusted by the National Geodetic Survey in June 1991..
 MP0229
 MP0229.The geoid height was determined by GEOID03.
 MP0229
 MP0229.The dynamic height is computed by dividing the NAVD 88
 MP0229.geopotential number by the normal gravity value computed on the
 MP0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0229.degrees latitude (g = 980.6199 gals.).
 MP0229
 MP0229.The modeled gravity was interpolated from observed gravity values.
 MP0229
 MP0229;                    North         East    Units  Estimated Accuracy
 MP0229;SPC WYEC     -   242,020.      421,850.      MT  (+/- 180 meters Scaled)
 MP0229
 MP0229                          SUPERSEDED SURVEY CONTROL
 MP0229
 MP0229  NGVD 29 (06/08/92) 1999.653  (m)         6560.53   (f) ADJUSTED    1 2
 MP0229
 MP0229.Superseded values are not recommended for survey control.
 MP0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0229.See file dsdata.txt to determine how the superseded data were derived.
 MP0229
 MP0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG279272(NAD 83)
 MP0229_MARKER: DB = BENCH MARK DISK
 MP0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0229_STAMPING: E 319 1947
 MP0229_MARK LOGO: CGS   
 MP0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0229+STABILITY: SURFACE MOTION
 MP0229
 MP0229  HISTORY     - Date     Condition        Report By
 MP0229  HISTORY     - 1947     MONUMENTED       CGS
 MP0229  HISTORY     - 1972     GOOD             NGS
 MP0229  HISTORY     - 1983     GOOD             NGS
 MP0229
 MP0229                          STATION DESCRIPTION
 MP0229
 MP0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0229'2.2 MI E FROM PARCO (SINCLAIR).
 MP0229'2.2 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0229'PARCO (SINCLAIR), 266.8 FEET SOUTHEAST OF SIGNBOARD SINCLAIR ONE MILE,
 MP0229'84.7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK AND 3 FEET LOWER,
 MP0229'63.5 FEET WEST OF MILEPOST 674 AND IN LINE WITH THE ROW OF TELEGRAPH
 MP0229'POLES, 3.3 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MP0229'POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MP0229
 MP0229                          STATION RECOVERY (1972)
 MP0229
 MP0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MP0229'RECOVERED IN GOOD CONDITION.
 MP0229
 MP0229                          STATION RECOVERY (1983)
 MP0229
 MP0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0155 ***********************************************************************
 NR0155  DESIGNATION -  E 32
 NR0155  PID         -  NR0155
 NR0155  STATE/COUNTY-  WY/NATRONA
 NR0155  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0155
 NR0155                         *CURRENT SURVEY CONTROL
 NR0155  ___________________________________________________________________
 NR0155* NAD 83(1986)-  42 44 38.     (N)    106 31 16.     (W)     SCALED    
 NR0155* NAVD 88     -      1605.978  (meters)    5268.95   (feet)  ADJUSTED  
 NR0155  ___________________________________________________________________
 NR0155  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NR0155  DYNAMIC HT  -        1604.959 (meters)    5265.60  (feet)  COMP
 NR0155  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 NR0155
 NR0155  VERT ORDER  -  FIRST     CLASS II
 NR0155
 NR0155.The horizontal coordinates were scaled from a topographic map and have
 NR0155.an estimated accuracy of +/- 6 seconds.
 NR0155
 NR0155.The orthometric height was determined by differential leveling
 NR0155.and adjusted by the National Geodetic Survey in June 1991..
 NR0155
 NR0155.The geoid height was determined by GEOID03.
 NR0155
 NR0155.The dynamic height is computed by dividing the NAVD 88
 NR0155.geopotential number by the normal gravity value computed on the
 NR0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0155.degrees latitude (g = 980.6199 gals.).
 NR0155
 NR0155.The modeled gravity was interpolated from observed gravity values.
 NR0155
 NR0155;                    North         East    Units  Estimated Accuracy
 NR0155;SPC WYEC     -   349,520.      466,500.      MT  (+/- 180 meters Scaled)
 NR0155
 NR0155                          SUPERSEDED SURVEY CONTROL
 NR0155
 NR0155  NGVD 29 (??/??/92) 1605.096  (m)         5266.05   (f) ADJ UNCH    1 2
 NR0155
 NR0155.Superseded values are not recommended for survey control.
 NR0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0155.See file dsdata.txt to determine how the superseded data were derived.
 NR0155
 NR0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH755334(NAD 83)
 NR0155_MARKER: DB = BENCH MARK DISK
 NR0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0155_STAMPING: E 32 1933
 NR0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0155+STABILITY: SURFACE MOTION
 NR0155
 NR0155  HISTORY     - Date     Condition        Report By
 NR0155  HISTORY     - 1933     MONUMENTED       CGS
 NR0155  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0155
 NR0155                          STATION DESCRIPTION
 NR0155
 NR0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0155'13.1 MI SW FROM CASPER.
 NR0155'13.1 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0155'CASPER, NATRONA COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTHWEST,
 NR0155'54 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET EAST OF
 NR0155'THE CENTER LINE OF THE ROAD, AND 2 FEET SOUTHEAST OF A WIRE FENCE.  A
 NR0155'STANDARD DISK, STAMPED E 32 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0155'PROJECTING 6 INCHES ABOVE GROUND.
 NR0155
 NR0155                          STATION RECOVERY (1982)
 NR0155
 NR0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0150 ***********************************************************************
 MO0150  DESIGNATION -  E 320
 MO0150  PID         -  MO0150
 MO0150  STATE/COUNTY-  WY/LARAMIE
 MO0150  USGS QUAD   -  BORIE (1994)
 MO0150
 MO0150                         *CURRENT SURVEY CONTROL
 MO0150  ___________________________________________________________________
 MO0150* NAD 83(1986)-  41 05 21.     (N)    104 58 27.     (W)     SCALED    
 MO0150* NAVD 88     -      1991.675  (meters)    6534.35   (feet)  ADJUSTED  
 MO0150  ___________________________________________________________________
 MO0150  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 MO0150  DYNAMIC HT  -        1989.891 (meters)    6528.50  (feet)  COMP
 MO0150  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 MO0150
 MO0150  VERT ORDER  -  FIRST     CLASS II
 MO0150
 MO0150.The horizontal coordinates were scaled from a topographic map and have
 MO0150.an estimated accuracy of +/- 6 seconds.
 MO0150
 MO0150.The orthometric height was determined by differential leveling
 MO0150.and adjusted by the National Geodetic Survey in June 1991..
 MO0150
 MO0150.The geoid height was determined by GEOID03.
 MO0150
 MO0150.The dynamic height is computed by dividing the NAVD 88
 MO0150.geopotential number by the normal gravity value computed on the
 MO0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0150.degrees latitude (g = 980.6199 gals.).
 MO0150
 MO0150.The modeled gravity was interpolated from observed gravity values.
 MO0150
 MO0150;                    North         East    Units  Estimated Accuracy
 MO0150;SPC WY E     -    65,440.      216,170.      MT  (+/- 180 meters Scaled)
 MO0150
 MO0150                          SUPERSEDED SURVEY CONTROL
 MO0150
 MO0150  NGVD 29 (06/08/92) 1990.608  (m)         6530.85   (f) ADJUSTED    1 2
 MO0150
 MO0150.Superseded values are not recommended for survey control.
 MO0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0150.See file dsdata.txt to determine how the superseded data were derived.
 MO0150
 MO0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF021486(NAD 83)
 MO0150_MARKER: DB = BENCH MARK DISK
 MO0150_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MO0150_STAMPING: E 320 1947
 MO0150_MARK LOGO: CGS   
 MO0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0150+STABILITY: SURFACE MOTION
 MO0150
 MO0150  HISTORY     - Date     Condition        Report By
 MO0150  HISTORY     - 1947     MONUMENTED       CGS
 MO0150  HISTORY     - 1956     GOOD             NGS
 MO0150  HISTORY     - 1983     GOOD             NGS
 MO0150  HISTORY     - 20060920 GOOD             GEOCAC
 MO0150
 MO0150                          STATION DESCRIPTION
 MO0150
 MO0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0150'0.4 MI E FROM BORIE.
 MO0150'0.4 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0150'SIGN AT BORIE, 186.8 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MO0150'TRACK, 22.5 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 1
 MO0150'FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE EAST
 MO0150'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 MO0150'HIGHWAY, IN SECTION 14, TOWNSHIP 13 NORTH, RANGE 68 WEST.
 MO0150
 MO0150                          STATION RECOVERY (1983)
 MO0150
 MO0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0150'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0150'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0150'80 IN CHEYENNE, THENCE 14.9 KM (9.25 MI) WESTERLY ALONG THE UNION
 MO0150'PACIFIC RAILROAD.
 MO0150
 MO0150                          STATION RECOVERY (2006)
 MO0150
 MO0150'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MO0150'OLD US HIGHWAY 30 IS NOW WY STATE HIGHWAY 225 (OTTO ROAD).  HANDHELD
 MO0150'COORDINATES ARE N41-05-22.02 W104-58-28.08.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0466 ***********************************************************************
 MO0466  DESIGNATION -  E 321
 MO0466  PID         -  MO0466
 MO0466  STATE/COUNTY-  WY/ALBANY
 MO0466  USGS QUAD   -  BUFORD (1987)
 MO0466
 MO0466                         *CURRENT SURVEY CONTROL
 MO0466  ___________________________________________________________________
 MO0466* NAD 83(1986)-  41 06 56.     (N)    105 20 24.     (W)     SCALED    
 MO0466* NAVD 88     -      2423.226  (meters)    7950.20   (feet)  ADJUSTED  
 MO0466  ___________________________________________________________________
 MO0466  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 MO0466  DYNAMIC HT  -        2420.985 (meters)    7942.85  (feet)  COMP
 MO0466  MODELED GRAV-     979,610.4   (mgal)                       NAVD 88
 MO0466
 MO0466  VERT ORDER  -  FIRST     CLASS II
 MO0466
 MO0466.The horizontal coordinates were scaled from a topographic map and have
 MO0466.an estimated accuracy of +/- 6 seconds.
 MO0466
 MO0466.The orthometric height was determined by differential leveling
 MO0466.and adjusted by the National Geodetic Survey in June 1991..
 MO0466
 MO0466.The geoid height was determined by GEOID03.
 MO0466
 MO0466.The dynamic height is computed by dividing the NAVD 88
 MO0466.geopotential number by the normal gravity value computed on the
 MO0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0466.degrees latitude (g = 980.6199 gals.).
 MO0466
 MO0466.The modeled gravity was interpolated from observed gravity values.
 MO0466
 MO0466;                    North         East    Units  Estimated Accuracy
 MO0466;SPC WY E     -    68,370.      185,440.      MT  (+/- 180 meters Scaled)
 MO0466
 MO0466                          SUPERSEDED SURVEY CONTROL
 MO0466
 MO0466  NGVD 29 (??/??/92) 2422.059  (m)         7946.37   (f) ADJ UNCH    1 2
 MO0466
 MO0466.Superseded values are not recommended for survey control.
 MO0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0466.See file dsdata.txt to determine how the superseded data were derived.
 MO0466
 MO0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF714516(NAD 83)
 MO0466_MARKER: DB = BENCH MARK DISK
 MO0466_SETTING: 80 = SET IN A BOULDER
 MO0466_SP_SET: GRANITE BOULDER
 MO0466_STAMPING: E 321 1947
 MO0466_MARK LOGO: CGS   
 MO0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0466+STABILITY: SURFACE MOTION
 MO0466
 MO0466  HISTORY     - Date     Condition        Report By
 MO0466  HISTORY     - 1947     MONUMENTED       CGS
 MO0466  HISTORY     - 1956     GOOD             NGS
 MO0466  HISTORY     - 1972     GOOD             LOCSUR
 MO0466  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0466  HISTORY     - 1985     MARK NOT FOUND   DMA
 MO0466  HISTORY     - 19981012 GOOD             WYDT
 MO0466
 MO0466                          STATION DESCRIPTION
 MO0466
 MO0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0466'2.2 MI W FROM BUFORD.
 MO0466'2.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MO0466'TANK AT BUFORD, 0.7 MILE NORTH OF BENCH MARK F 321, 0.2 MILE
 MO0466'NORTHEAST OF MILEPOST 539, 189.5 FEET WEST OF THE CENTER OF THE
 MO0466'NORTHWEST HEADWALL OF A CONCRETE CULVERT, 146 FEET NORTHWEST OF
 MO0466'THE NORTHWEST RAIL OF THE NORTHWEST MAIN LINE TRACK, 10 FEET
 MO0466'BELOW THE TOP OF THE RAILS, IN A GROUP OF GRANITE BOULDERS, SET
 MO0466'IN THE TOP OF THE HIGHEST BOULDER OF THE GROUP, IN SECTION 10,
 MO0466'TOWNSHIP 13 NORTH, RANGE 71 WEST.
 MO0466
 MO0466                          STATION RECOVERY (1972)
 MO0466
 MO0466'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MO0466'RECOVERED IN GOOD CONDITION.
 MO0466
 MO0466                          STATION RECOVERY (1983)
 MO0466
 MO0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0466'MARK NOT FOUND.
 MO0466
 MO0466                          STATION RECOVERY (1985)
 MO0466
 MO0466'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0466'MARK NOT FOUND.
 MO0466
 MO0466                          STATION RECOVERY (1998)
 MO0466
 MO0466'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1998 (KFB)
 MO0466'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0466'307-777-3819.  SEARCHED FOR BUT MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0008 ***********************************************************************
 MP0008  DESIGNATION -  E 322
 MP0008  PID         -  MP0008
 MP0008  STATE/COUNTY-  WY/CARBON
 MP0008  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0008
 MP0008                         *CURRENT SURVEY CONTROL
 MP0008  ___________________________________________________________________
 MP0008* NAD 83(1986)-  41 51 58.     (N)    106 07 08.     (W)     SCALED    
 MP0008* NAVD 88     -      2031.927  (meters)    6666.41   (feet)  ADJUSTED  
 MP0008  ___________________________________________________________________
 MP0008  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 MP0008  DYNAMIC HT  -        2030.221 (meters)    6660.82  (feet)  COMP
 MP0008  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 MP0008
 MP0008  VERT ORDER  -  FIRST     CLASS II
 MP0008
 MP0008.The horizontal coordinates were scaled from a topographic map and have
 MP0008.an estimated accuracy of +/- 6 seconds.
 MP0008
 MP0008.The orthometric height was determined by differential leveling
 MP0008.and adjusted by the National Geodetic Survey in June 1991..
 MP0008
 MP0008.The geoid height was determined by GEOID03.
 MP0008
 MP0008.The dynamic height is computed by dividing the NAVD 88
 MP0008.geopotential number by the normal gravity value computed on the
 MP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0008.degrees latitude (g = 980.6199 gals.).
 MP0008
 MP0008.The modeled gravity was interpolated from observed gravity values.
 MP0008
 MP0008;                    North         East    Units  Estimated Accuracy
 MP0008;SPC WYEC     -   252,420.      500,820.      MT  (+/- 180 meters Scaled)
 MP0008
 MP0008                          SUPERSEDED SURVEY CONTROL
 MP0008
 MP0008  NGVD 29 (??/??/92) 2030.818  (m)         6662.78   (f) ADJ UNCH    1 2
 MP0008
 MP0008.Superseded values are not recommended for survey control.
 MP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0008.See file dsdata.txt to determine how the superseded data were derived.
 MP0008
 MP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG071355(NAD 83)
 MP0008_MARKER: DB = BENCH MARK DISK
 MP0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0008_SP_SET: CULVERT
 MP0008_STAMPING: E 322 1947
 MP0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0008
 MP0008  HISTORY     - Date     Condition        Report By
 MP0008  HISTORY     - 1947     MONUMENTED       CGS
 MP0008  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0008
 MP0008                          STATION DESCRIPTION
 MP0008
 MP0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0008'4.7 MI E FROM MEDICINE BOW.
 MP0008'4.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0008'MEDICINE BOW, 6 TELEPHONE POLES WEST OF MILE POST NO.618, AT CULVERT
 MP0008'NO.618.16, 8.7 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK OF
 MP0008'THE MAIN LINE TRACKS, SET IN THE TOP OF AND 1.3 FOOT EAST OF THE WEST
 MP0008'END OF THE NORTH HEADWALL OF A 4X6-FOOT CONCRETE CULVERT UNDER THE
 MP0008'TRACKS, ABOUT 3 FEET BELOW THE TRACKS.
 MP0008
 MP0008                          STATION RECOVERY (1983)
 MP0008
 MP0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0008'THERE IS NO HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0034 ***********************************************************************
 MP0034  DESIGNATION -  E 323
 MP0034  PID         -  MP0034
 MP0034  STATE/COUNTY-  WY/CARBON
 MP0034  USGS QUAD   -  COMO WEST (1982)
 MP0034
 MP0034                         *CURRENT SURVEY CONTROL
 MP0034  ___________________________________________________________________
 MP0034* NAD 83(1986)-  41 53 45.     (N)    106 28 46.     (W)     SCALED    
 MP0034* NAVD 88     -      2109.988  (meters)    6922.52   (feet)  ADJUSTED  
 MP0034  ___________________________________________________________________
 MP0034  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 MP0034  DYNAMIC HT  -        2108.086 (meters)    6916.28  (feet)  COMP
 MP0034  MODELED GRAV-     979,646.6   (mgal)                       NAVD 88
 MP0034
 MP0034  VERT ORDER  -  FIRST     CLASS II
 MP0034
 MP0034.The horizontal coordinates were scaled from a topographic map and have
 MP0034.an estimated accuracy of +/- 6 seconds.
 MP0034
 MP0034.The orthometric height was determined by differential leveling
 MP0034.and adjusted by the National Geodetic Survey in June 1991..
 MP0034
 MP0034.The geoid height was determined by GEOID03.
 MP0034
 MP0034.The dynamic height is computed by dividing the NAVD 88
 MP0034.geopotential number by the normal gravity value computed on the
 MP0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0034.degrees latitude (g = 980.6199 gals.).
 MP0034
 MP0034.The modeled gravity was interpolated from observed gravity values.
 MP0034
 MP0034;                    North         East    Units  Estimated Accuracy
 MP0034;SPC WYEC     -   255,360.      470,860.      MT  (+/- 180 meters Scaled)
 MP0034
 MP0034                          SUPERSEDED SURVEY CONTROL
 MP0034
 MP0034  NGVD 29 (06/08/92) 2108.730  (m)         6918.39   (f) ADJUSTED    1 2
 MP0034
 MP0034.Superseded values are not recommended for survey control.
 MP0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0034.See file dsdata.txt to determine how the superseded data were derived.
 MP0034
 MP0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG772392(NAD 83)
 MP0034_MARKER: DB = BENCH MARK DISK
 MP0034_SETTING: 66 = SET IN ROCK OUTCROP
 MP0034_SP_SET: SANDSTONE OUTCROP
 MP0034_STAMPING: E 323 1947
 MP0034_MARK LOGO: CGS   
 MP0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0034+STABILITY: POSITION/ELEVATION WELL
 MP0034
 MP0034  HISTORY     - Date     Condition        Report By
 MP0034  HISTORY     - 1947     MONUMENTED       CGS
 MP0034  HISTORY     - 1983     GOOD             NGS
 MP0034
 MP0034                          STATION DESCRIPTION
 MP0034
 MP0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0034'5.1 MI E FROM HANNA.
 MP0034'5.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0034'HANNA, 0.35 MILE NORTHEAST ALONG THE TRACKS FROM THE SECTION HOUSES AT
 MP0034'RAMSEY SIDING, DIRECTLY ACROSS THE TRACKS AND ACROSS U.S. HIGHWAY
 MP0034'NO.30 FROM MILE POST NO.638, 370.0 FEET WEST OF BLOCK SIGNAL NO.6379,
 MP0034'317.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST BOUND TRACK OF
 MP0034'THE MAIN LINE TRACKS, 161.5 FEET NORTHWEST OF THE CENTER OF U.S.
 MP0034'HIGHWAY NO.30, SET IN THE TOP OF THE HIGHEST POINT OF AND 3.0 FEET
 MP0034'WEST OF THE ABRUPT EAST SIDE OF A LARGE SANDSTONE OUTCROP WHICH IS AT
 MP0034'THE TOP OF A SMALL HILL, ABOUT 15 FEET ABOVE THE HIGHWAY.
 MP0034
 MP0034                          STATION RECOVERY (1983)
 MP0034
 MP0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0034'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.0 KM
 MP0034'(4.95 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MP0034'IN HANNA.  CHANGE U.S. HIGHWAY 30 TO OLD U.S. HIGHWAY 30.  DELETE 0.35
 MP0034'MILE NORTHEAST ALONG THE TRACKS FROM THE SECTION HOUSE AT RAMSEY
 MP0034'SIDING, DIRECTLY ACROSS THE TRACKS AND ACROSS U.S.  HIGHWAY 30 FROM
 MP0034'MILE POST 638, 370.0 FEET WEST OF BLOCK SIGNAL NUMBER 6379.  ADD 79.2
 MP0034'METERS (259.8 FT) WEST-NORTHWEST OF MILEPOST 638, AND 2.0 METERS
 MP0034'(6.6 FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0196 ***********************************************************************
 OW0196  DESIGNATION -  E 326
 OW0196  PID         -  OW0196
 OW0196  STATE/COUNTY-  WY/HOT SPRINGS
 OW0196  USGS QUAD   -  THERMOPOLIS (1960)
 OW0196
 OW0196                         *CURRENT SURVEY CONTROL
 OW0196  ___________________________________________________________________
 OW0196* NAD 83(1986)-  43 43 19.     (N)    108 10 34.     (W)     SCALED    
 OW0196* NAVD 88     -      1319.902  (meters)    4330.38   (feet)  ADJUSTED  
 OW0196  ___________________________________________________________________
 OW0196  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 OW0196  DYNAMIC HT  -        1319.228 (meters)    4328.17  (feet)  COMP
 OW0196  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 OW0196
 OW0196  VERT ORDER  -  FIRST     CLASS II
 OW0196
 OW0196.The horizontal coordinates were scaled from a topographic map and have
 OW0196.an estimated accuracy of +/- 6 seconds.
 OW0196
 OW0196.The orthometric height was determined by differential leveling
 OW0196.and adjusted by the National Geodetic Survey in June 1991..
 OW0196
 OW0196.The geoid height was determined by GEOID03.
 OW0196
 OW0196.The dynamic height is computed by dividing the NAVD 88
 OW0196.geopotential number by the normal gravity value computed on the
 OW0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0196.degrees latitude (g = 980.6199 gals.).
 OW0196
 OW0196.The modeled gravity was interpolated from observed gravity values.
 OW0196
 OW0196;                    North         East    Units  Estimated Accuracy
 OW0196;SPC WYWC     -   358,020.      646,240.      MT  (+/- 180 meters Scaled)
 OW0196
 OW0196                          SUPERSEDED SURVEY CONTROL
 OW0196
 OW0196  NGVD 29 (06/08/92) 1319.074  (m)         4327.66   (f) ADJUSTED    1 2
 OW0196
 OW0196.Superseded values are not recommended for survey control.
 OW0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0196.See file dsdata.txt to determine how the superseded data were derived.
 OW0196
 OW0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP274448(NAD 83)
 OW0196_MARKER: I = METAL ROD
 OW0196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0196_SP_SET: STAINLESS STEEL ROD
 OW0196_STAMPING: E 326 1982
 OW0196_MARK LOGO: NGS   
 OW0196_PROJECTION: FLUSH
 OW0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0196_ROD/PIPE-DEPTH: 4.2  meters
 OW0196
 OW0196  HISTORY     - Date     Condition        Report By
 OW0196  HISTORY     - 1982     MONUMENTED       NGS
 OW0196
 OW0196                          STATION DESCRIPTION
 OW0196
 OW0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0196'10.3 KM (6.4 MI) NORTH FROM THERMOPOLIS.
 OW0196'10.3 KM (6.4 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0196'WITH STATE HIGHWAY 20 IN THERMOPOLIS, 0.2 KM (0.1 MI) SOUTH OF
 OW0196'MILEPOST 139, 30.0 METERS (98.4 FT) EAST OF THE CENTERLINE OF THE
 OW0196'HIGHWAY AND 10.0 METERS (32.8 FT) NORTH OF THE CENTER OF A DRIVEWAY
 OW0196'LEADING EAST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OW0196'CAP.
 OW0196'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 OW0196'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0433 ***********************************************************************
 PW0433  DESIGNATION -  E 327
 PW0433  PID         -  PW0433
 PW0433  STATE/COUNTY-  WY/WASHAKIE
 PW0433  USGS QUAD   -  WORLAND (1978)
 PW0433
 PW0433                         *CURRENT SURVEY CONTROL
 PW0433  ___________________________________________________________________
 PW0433* NAD 83(1986)-  44 05 44.     (N)    107 55 14.     (W)     SCALED    
 PW0433* NAVD 88     -      1220.176  (meters)    4003.19   (feet)  ADJUSTED  
 PW0433  ___________________________________________________________________
 PW0433  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 PW0433  DYNAMIC HT  -        1219.622 (meters)    4001.38  (feet)  COMP
 PW0433  MODELED GRAV-     980,123.0   (mgal)                       NAVD 88
 PW0433
 PW0433  VERT ORDER  -  FIRST     CLASS II
 PW0433
 PW0433.The horizontal coordinates were scaled from a topographic map and have
 PW0433.an estimated accuracy of +/- 6 seconds.
 PW0433
 PW0433.The orthometric height was determined by differential leveling
 PW0433.and adjusted by the National Geodetic Survey in June 1991..
 PW0433
 PW0433.The geoid height was determined by GEOID03.
 PW0433
 PW0433.The dynamic height is computed by dividing the NAVD 88
 PW0433.geopotential number by the normal gravity value computed on the
 PW0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0433.degrees latitude (g = 980.6199 gals.).
 PW0433
 PW0433.The modeled gravity was interpolated from observed gravity values.
 PW0433
 PW0433;                    North         East    Units  Estimated Accuracy
 PW0433;SPC WYEC     -   499,530.      352,980.      MT  (+/- 180 meters Scaled)
 PW0433
 PW0433                          SUPERSEDED SURVEY CONTROL
 PW0433
 PW0433  NGVD 29 (06/08/92) 1219.386  (m)         4000.60   (f) ADJUSTED    1 2
 PW0433
 PW0433.Superseded values are not recommended for survey control.
 PW0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0433.See file dsdata.txt to determine how the superseded data were derived.
 PW0433
 PW0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ662866(NAD 83)
 PW0433_MARKER: I = METAL ROD
 PW0433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0433_SP_SET: STAINLESS STEEL ROD
 PW0433_STAMPING: E 327 1982
 PW0433_MARK LOGO: NGS   
 PW0433_PROJECTION: FLUSH
 PW0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0433_ROD/PIPE-DEPTH: 7.0  meters
 PW0433
 PW0433  HISTORY     - Date     Condition        Report By
 PW0433  HISTORY     - 1982     MONUMENTED       NGS
 PW0433
 PW0433                          STATION DESCRIPTION
 PW0433
 PW0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0433'9.4 KM (5.85 MI) NORTH FROM WORLAND.
 PW0433'9.4 KM (5.85 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0433'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 73.5 METERS
 PW0433'(241.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 8.3 METERS (27.2
 PW0433'FT) NORTH OF THE CENTER OF COUNTY ROAD 599 LEADING EAST.  NOTE=ACCESS
 PW0433'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PW0433'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 PW0433'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0242 ***********************************************************************
 PX0242  DESIGNATION -  E 328
 PX0242  PID         -  PX0242
 PX0242  STATE/COUNTY-  WY/BIG HORN
 PX0242  USGS QUAD   -  FRANNIE (1966)
 PX0242
 PX0242                         *CURRENT SURVEY CONTROL
 PX0242  ___________________________________________________________________
 PX0242* NAD 83(1986)-  44 55 46.     (N)    108 37 15.     (W)     SCALED    
 PX0242* NAVD 88     -      1269.558  (meters)    4165.21   (feet)  ADJUSTED  
 PX0242  ___________________________________________________________________
 PX0242  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 PX0242  DYNAMIC HT  -        1269.060 (meters)    4163.57  (feet)  COMP
 PX0242  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 PX0242  OBS GRAVITY -     980,184.5   (mgal)                       GRAV_OBS
 PX0242
 PX0242  VERT ORDER  -  FIRST     CLASS II
 PX0242
 PX0242.The horizontal coordinates were scaled from a topographic map and have
 PX0242.an estimated accuracy of +/- 6 seconds.
 PX0242
 PX0242.The orthometric height was determined by differential leveling
 PX0242.and adjusted by the National Geodetic Survey in June 1991..
 PX0242
 PX0242.The geoid height was determined by GEOID03.
 PX0242
 PX0242.The dynamic height is computed by dividing the NAVD 88
 PX0242.geopotential number by the normal gravity value computed on the
 PX0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0242.degrees latitude (g = 980.6199 gals.).
 PX0242
 PX0242.The modeled gravity was interpolated from observed gravity values.
 PX0242.The observed gravity was obtained from relative gravimeter ties
 PX0242.to the IGSN71 gravity network.
 PX0242
 PX0242;                    North         East    Units  Estimated Accuracy
 PX0242;SPC WYEC     -   592,830.      298,370.      MT  (+/- 180 meters Scaled)
 PX0242
 PX0242                          SUPERSEDED SURVEY CONTROL
 PX0242
 PX0242  NGVD 29 (06/08/92) 1268.668  (m)         4162.29   (f) ADJUSTED    1 2
 PX0242
 PX0242.Superseded values are not recommended for survey control.
 PX0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0242.See file dsdata.txt to determine how the superseded data were derived.
 PX0242
 PX0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ877778(NAD 83)
 PX0242_MARKER: I = METAL ROD
 PX0242_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0242_SP_SET: STAINLESS STEEL ROD
 PX0242_STAMPING: E 328 1982
 PX0242_MARK LOGO: NGS   
 PX0242_PROJECTION: FLUSH
 PX0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0242_ROD/PIPE-DEPTH: 3.7  meters
 PX0242
 PX0242  HISTORY     - Date     Condition        Report By
 PX0242  HISTORY     - 1982     MONUMENTED       NGS
 PX0242
 PX0242                          STATION DESCRIPTION
 PX0242
 PX0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0242'25.0 KM (15.55 MI) NW FROM LOVELL.
 PX0242'25.0 KM (15.55 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0242'JUNCTION WITH NEVADA STREET IN LOVELL, 0.3 KM (0.2 MI) NORTH OF
 PX0242'MILEPOST 252, 22.3 METERS (73.2 FT) EAST OF THE CENTERLINE OF THE
 PX0242'HIGHWAY AND 15.3 METERS (50.2 FT) SOUTH OF THE CENTER OF A GRAVELED
 PX0242'ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0242'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 PX0242'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0272 ***********************************************************************
 PX0272  DESIGNATION -  E 329
 PX0272  PID         -  PX0272
 PX0272  STATE/COUNTY-  WY/BIG HORN
 PX0272  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0272
 PX0272                         *CURRENT SURVEY CONTROL
 PX0272  ___________________________________________________________________
 PX0272* NAD 83(1986)-  44 39 56.     (N)    108 16 49.     (W)     SCALED    
 PX0272* NAVD 88     -      1327.019  (meters)    4353.73   (feet)  ADJUSTED  
 PX0272  ___________________________________________________________________
 PX0272  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 PX0272  DYNAMIC HT  -        1326.457 (meters)    4351.88  (feet)  COMP
 PX0272  MODELED GRAV-     980,148.4   (mgal)                       NAVD 88
 PX0272
 PX0272  VERT ORDER  -  FIRST     CLASS II
 PX0272
 PX0272.The horizontal coordinates were scaled from a topographic map and have
 PX0272.an estimated accuracy of +/- 6 seconds.
 PX0272
 PX0272.The orthometric height was determined by differential leveling
 PX0272.and adjusted by the National Geodetic Survey in June 1991..
 PX0272
 PX0272.The geoid height was determined by GEOID03.
 PX0272
 PX0272.The dynamic height is computed by dividing the NAVD 88
 PX0272.geopotential number by the normal gravity value computed on the
 PX0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0272.degrees latitude (g = 980.6199 gals.).
 PX0272
 PX0272.The modeled gravity was interpolated from observed gravity values.
 PX0272
 PX0272;                    North         East    Units  Estimated Accuracy
 PX0272;SPC WYEC     -   563,140.      324,910.      MT  (+/- 180 meters Scaled)
 PX0272
 PX0272                          SUPERSEDED SURVEY CONTROL
 PX0272
 PX0272  NGVD 29 (06/08/92) 1326.162  (m)         4350.92   (f) ADJUSTED    1 2
 PX0272
 PX0272.Superseded values are not recommended for survey control.
 PX0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0272.See file dsdata.txt to determine how the superseded data were derived.
 PX0272
 PX0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ156493(NAD 83)
 PX0272_MARKER: I = METAL ROD
 PX0272_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PX0272+WITH SETTING: INFORMATION.
 PX0272_SP_SET: SHALLOW SET METAL ROD
 PX0272_STAMPING: E 329 1982
 PX0272_MARK LOGO: NGS   
 PX0272_PROJECTION: FLUSH
 PX0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0272_ROD/PIPE-DEPTH: 3.0  meters
 PX0272
 PX0272  HISTORY     - Date     Condition        Report By
 PX0272  HISTORY     - 1982     MONUMENTED       NGS
 PX0272
 PX0272                          STATION DESCRIPTION
 PX0272
 PX0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0272'22.5 KM (14.0 MI) SE FROM LOVELL.
 PX0272'22.5 KM (14.0 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0272'JUNCTION WITH NEVADA STREET IN LOVELL, 0.5 KM (0.3 MI) NORTH OF
 PX0272'MILEPOST 222 AND 44.8 METERS (147.0 FT) SOUTHWEST OF THE CENTERLINE OF
 PX0272'THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE
 PX0272'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0272'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PX0272'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0214 ***********************************************************************
 OV0214  DESIGNATION -  E 330
 OV0214  PID         -  OV0214
 OV0214  STATE/COUNTY-  WY/FREMONT
 OV0214  USGS QUAD   -  SQUAW BUTTE NE (1952)
 OV0214
 OV0214                         *CURRENT SURVEY CONTROL
 OV0214  ___________________________________________________________________
 OV0214* NAD 83(1986)-  43 10 19.     (N)    107 46 30.     (W)     SCALED    
 OV0214* NAVD 88     -      1639.656  (meters)    5379.44   (feet)  ADJUSTED  
 OV0214  ___________________________________________________________________
 OV0214  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 OV0214  DYNAMIC HT  -        1638.566 (meters)    5375.86  (feet)  COMP
 OV0214  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 OV0214
 OV0214  VERT ORDER  -  FIRST     CLASS II
 OV0214
 OV0214.The horizontal coordinates were scaled from a topographic map and have
 OV0214.an estimated accuracy of +/- 6 seconds.
 OV0214
 OV0214.The orthometric height was determined by differential leveling
 OV0214.and adjusted by the National Geodetic Survey in June 1991..
 OV0214
 OV0214.The geoid height was determined by GEOID03.
 OV0214
 OV0214.The dynamic height is computed by dividing the NAVD 88
 OV0214.geopotential number by the normal gravity value computed on the
 OV0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0214.degrees latitude (g = 980.6199 gals.).
 OV0214
 OV0214.The modeled gravity was interpolated from observed gravity values.
 OV0214
 OV0214;                    North         East    Units  Estimated Accuracy
 OV0214;SPC WYWC     -   297,220.      679,280.      MT  (+/- 180 meters Scaled)
 OV0214
 OV0214                          SUPERSEDED SURVEY CONTROL
 OV0214
 OV0214  NGVD 29 (06/08/92) 1638.638  (m)         5376.10   (f) ADJUSTED    1 2
 OV0214
 OV0214.Superseded values are not recommended for survey control.
 OV0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0214.See file dsdata.txt to determine how the superseded data were derived.
 OV0214
 OV0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH744836(NAD 83)
 OV0214_MARKER: I = METAL ROD
 OV0214_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0214+WITH SETTING: INFORMATION.
 OV0214_SP_SET: SHALLOW SET METAL ROD
 OV0214_STAMPING: E 330 1982
 OV0214_MARK LOGO: NGS   
 OV0214_PROJECTION: FLUSH
 OV0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0214_ROD/PIPE-DEPTH: 1.8  meters
 OV0214
 OV0214  HISTORY     - Date     Condition        Report By
 OV0214  HISTORY     - 1982     MONUMENTED       NGS
 OV0214
 OV0214                          STATION DESCRIPTION
 OV0214
 OV0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0214'29.1 KM (18.05 MI) EAST FROM SHOSHONI.
 OV0214'29.1 KM (18.05 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0214'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.4 KM (0.25 MI) SOUTHEAST OF
 OV0214'MILEPOST 84, 37.2 METERS (122.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 OV0214'HIGHWAY AND 13.1 METERS (43.0 FT) SOUTHEAST OF THE CENTER OF A PAVED
 OV0214'FIELD ENTRANCE.  NOTE=REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE
 OV0214'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0214'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OV0214'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0218 ***********************************************************************
 OV0218  DESIGNATION -  E 331
 OV0218  PID         -  OV0218
 OV0218  STATE/COUNTY-  WY/FREMONT
 OV0218  USGS QUAD   -  MONETA (1952)
 OV0218
 OV0218                         *CURRENT SURVEY CONTROL
 OV0218  ___________________________________________________________________
 OV0218* NAD 83(1986)-  43 11 41.     (N)    107 42 07.     (W)     SCALED    
 OV0218* NAVD 88     -      1713.771  (meters)    5622.60   (feet)  ADJUSTED  
 OV0218  ___________________________________________________________________
 OV0218  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 OV0218  DYNAMIC HT  -        1712.622 (meters)    5618.83  (feet)  COMP
 OV0218  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 OV0218
 OV0218  VERT ORDER  -  FIRST     CLASS II
 OV0218
 OV0218.The horizontal coordinates were scaled from a topographic map and have
 OV0218.an estimated accuracy of +/- 6 seconds.
 OV0218
 OV0218.The orthometric height was determined by differential leveling
 OV0218.and adjusted by the National Geodetic Survey in June 1991..
 OV0218
 OV0218.The geoid height was determined by GEOID03.
 OV0218
 OV0218.The dynamic height is computed by dividing the NAVD 88
 OV0218.geopotential number by the normal gravity value computed on the
 OV0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0218.degrees latitude (g = 980.6199 gals.).
 OV0218
 OV0218.The modeled gravity was interpolated from observed gravity values.
 OV0218
 OV0218;                    North         East    Units  Estimated Accuracy
 OV0218;SPC WYWC     -   299,820.      685,180.      MT  (+/- 180 meters Scaled)
 OV0218
 OV0218                          SUPERSEDED SURVEY CONTROL
 OV0218
 OV0218  NGVD 29 (06/08/92) 1712.742  (m)         5619.22   (f) ADJUSTED    1 2
 OV0218
 OV0218.Superseded values are not recommended for survey control.
 OV0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0218.See file dsdata.txt to determine how the superseded data were derived.
 OV0218
 OV0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH804859(NAD 83)
 OV0218_MARKER: DB = BENCH MARK DISK
 OV0218_SETTING: 66 = SET IN ROCK OUTCROP
 OV0218_SP_SET: ROCK OUTCROP
 OV0218_STAMPING: E 331 1982
 OV0218_MARK LOGO: NGS   
 OV0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0218+STABILITY: POSITION/ELEVATION WELL
 OV0218
 OV0218  HISTORY     - Date     Condition        Report By
 OV0218  HISTORY     - 1982     MONUMENTED       NGS
 OV0218
 OV0218                          STATION DESCRIPTION
 OV0218
 OV0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0218'37.5 KM (23.3. MI) EAST FROM SHOSHONI.
 OV0218'33.2 KM (20.6 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0218'WITH U. S. HIGHWAY 26 IN SHOSHONI, THENCE 4.3 KM (2.65 MI)
 OV0218'NORTHEASTERLY ALONG NONETA-LYSITE ROAD, 0.1 KM (0.05 MI) NORTHEAST OF
 OV0218'A UTILITY LINE CROSSING, IN THE CENTER OF THE EASTERN 1/2 OF A 6 BY 40
 OV0218'FT EXPOSED AREA OF OUTCROPPING BEDROCK, 41.5 METERS (136.2 FT)
 OV0218'SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 25.0 METERS (82.0 FT)
 OV0218'SOUTH OF A UTILITY POLE.
 OV0218'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 OV0218'THE MARK IS 2.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0244 ***********************************************************************
 OV0244  DESIGNATION -  E 332
 OV0244  PID         -  OV0244
 OV0244  STATE/COUNTY-  WY/NATRONA
 OV0244  USGS QUAD   -  HILAND (1952)
 OV0244
 OV0244                         *CURRENT SURVEY CONTROL
 OV0244  ___________________________________________________________________
 OV0244* NAD 83(1986)-  43 04 50.     (N)    107 17 27.     (W)     SCALED    
 OV0244* NAVD 88     -      1893.981  (meters)    6213.84   (feet)  ADJUSTED  
 OV0244  ___________________________________________________________________
 OV0244  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 OV0244  DYNAMIC HT  -        1892.645 (meters)    6209.45  (feet)  COMP
 OV0244  MODELED GRAV-     979,847.6   (mgal)                       NAVD 88
 OV0244
 OV0244  VERT ORDER  -  FIRST     CLASS II
 OV0244
 OV0244.The horizontal coordinates were scaled from a topographic map and have
 OV0244.an estimated accuracy of +/- 6 seconds.
 OV0244
 OV0244.The orthometric height was determined by differential leveling
 OV0244.and adjusted by the National Geodetic Survey in June 1991..
 OV0244
 OV0244.The geoid height was determined by GEOID03.
 OV0244
 OV0244.The dynamic height is computed by dividing the NAVD 88
 OV0244.geopotential number by the normal gravity value computed on the
 OV0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0244.degrees latitude (g = 980.6199 gals.).
 OV0244
 OV0244.The modeled gravity was interpolated from observed gravity values.
 OV0244
 OV0244;                    North         East    Units  Estimated Accuracy
 OV0244;SPC WYEC     -   386,600.      403,460.      MT  (+/- 180 meters Scaled)
 OV0244
 OV0244                          SUPERSEDED SURVEY CONTROL
 OV0244
 OV0244  NGVD 29 (06/08/92) 1892.934  (m)         6210.40   (f) ADJUSTED    1 2
 OV0244
 OV0244.Superseded values are not recommended for survey control.
 OV0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0244.See file dsdata.txt to determine how the superseded data were derived.
 OV0244
 OV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH135723(NAD 83)
 OV0244_MARKER: I = METAL ROD
 OV0244_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0244+WITH SETTING: INFORMATION.
 OV0244_SP_SET: SHALLOW SET METAL ROD
 OV0244_STAMPING: E 332 1982
 OV0244_MARK LOGO: NGS   
 OV0244_PROJECTION: FLUSH
 OV0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0244_ROD/PIPE-DEPTH: 2.2  meters
 OV0244
 OV0244  HISTORY     - Date     Condition        Report By
 OV0244  HISTORY     - 1982     MONUMENTED       NGS
 OV0244
 OV0244                          STATION DESCRIPTION
 OV0244
 OV0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0244'7.9 KM (4.9 MI) WEST FROM WALTMAN.
 OV0244'7.9 KM (4.9 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OV0244'COUNTY ROADS 104 AND 212 IN WALTMAN, 0.7 KM (0.45 MI) EAST OF MILEPOST
 OV0244'56 AND 90.9 METERS (298.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 OV0244'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0244'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OV0244'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0300 ***********************************************************************
 PX0300  DESIGNATION -  E 333
 PX0300  PID         -  PX0300
 PX0300  STATE/COUNTY-  WY/BIG HORN
 PX0300  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0300
 PX0300                         *CURRENT SURVEY CONTROL
 PX0300  ___________________________________________________________________
 PX0300* NAD 83(1986)-  44 19 12.     (N)    108 02 42.     (W)     SCALED    
 PX0300* NAVD 88     -      1224.170  (meters)    4016.30   (feet)  ADJUSTED  
 PX0300  ___________________________________________________________________
 PX0300  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 PX0300  DYNAMIC HT  -        1223.633 (meters)    4014.54  (feet)  COMP
 PX0300  MODELED GRAV-     980,137.3   (mgal)                       NAVD 88
 PX0300  OBS GRAVITY -     980,137.9   (mgal)                       GRAV_OBS
 PX0300
 PX0300  VERT ORDER  -  FIRST     CLASS II
 PX0300
 PX0300.The horizontal coordinates were scaled from a topographic map and have
 PX0300.an estimated accuracy of +/- 6 seconds.
 PX0300
 PX0300.The orthometric height was determined by differential leveling
 PX0300.and adjusted by the National Geodetic Survey in June 1991..
 PX0300
 PX0300.The geoid height was determined by GEOID03.
 PX0300
 PX0300.The dynamic height is computed by dividing the NAVD 88
 PX0300.geopotential number by the normal gravity value computed on the
 PX0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0300.degrees latitude (g = 980.6199 gals.).
 PX0300
 PX0300.The modeled gravity was interpolated from observed gravity values.
 PX0300.The observed gravity was obtained from relative gravimeter ties
 PX0300.to the IGSN71 gravity network.
 PX0300
 PX0300;                    North         East    Units  Estimated Accuracy
 PX0300;SPC WYEC     -   524,550.      343,230.      MT  (+/- 180 meters Scaled)
 PX0300
 PX0300                          SUPERSEDED SURVEY CONTROL
 PX0300
 PX0300  NGVD 29 (06/08/92) 1223.357  (m)         4013.63   (f) ADJUSTED    1 2
 PX0300
 PX0300.Superseded values are not recommended for survey control.
 PX0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0300.See file dsdata.txt to determine how the superseded data were derived.
 PX0300
 PX0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ356116(NAD 83)
 PX0300_MARKER: I = METAL ROD
 PX0300_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0300_SP_SET: STAINLESS STEEL ROD
 PX0300_STAMPING: E 333 1982
 PX0300_MARK LOGO: NGS   
 PX0300_PROJECTION: FLUSH
 PX0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0300_ROD/PIPE-DEPTH: 5.5  meters
 PX0300
 PX0300  HISTORY     - Date     Condition        Report By
 PX0300  HISTORY     - 1982     MONUMENTED       NGS
 PX0300
 PX0300                          STATION DESCRIPTION
 PX0300
 PX0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0300'41.7 KM (25.9 MI) NORTH FROM WORLAND.
 PX0300'41.7 KM (25.9 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PX0300'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 95.4 METERS
 PX0300'(313.0 FT) NORTH OF MILEPOST 192, 44.8 METERS (147.0 FT)
 PX0300'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 9.7 METERS (31.8
 PX0300'FT) SOUTH-SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE.
 PX0300'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST AND FENCE
 PX0300'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0256 ***********************************************************************
 OV0256  DESIGNATION -  E 334
 OV0256  PID         -  OV0256
 OV0256  STATE/COUNTY-  WY/NATRONA
 OV0256  USGS QUAD   -  HELLS HALF ACRE (1968)
 OV0256
 OV0256                         *CURRENT SURVEY CONTROL
 OV0256  ___________________________________________________________________
 OV0256* NAD 83(1986)-  43 02 21.     (N)    107 01 50.     (W)     SCALED    
 OV0256* NAVD 88     -      1759.931  (meters)    5774.04   (feet)  ADJUSTED  
 OV0256  ___________________________________________________________________
 OV0256  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 OV0256  DYNAMIC HT  -        1758.744 (meters)    5770.15  (feet)  COMP
 OV0256  MODELED GRAV-     979,884.2   (mgal)                       NAVD 88
 OV0256
 OV0256  VERT ORDER  -  FIRST     CLASS II
 OV0256
 OV0256.The horizontal coordinates were scaled from a topographic map and have
 OV0256.an estimated accuracy of +/- 6 seconds.
 OV0256
 OV0256.The orthometric height was determined by differential leveling
 OV0256.and adjusted by the National Geodetic Survey in June 1991..
 OV0256
 OV0256.The geoid height was determined by GEOID03.
 OV0256
 OV0256.The dynamic height is computed by dividing the NAVD 88
 OV0256.geopotential number by the normal gravity value computed on the
 OV0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0256.degrees latitude (g = 980.6199 gals.).
 OV0256
 OV0256.The modeled gravity was interpolated from observed gravity values.
 OV0256
 OV0256;                    North         East    Units  Estimated Accuracy
 OV0256;SPC WYEC     -   382,050.      424,670.      MT  (+/- 180 meters Scaled)
 OV0256
 OV0256                          SUPERSEDED SURVEY CONTROL
 OV0256
 OV0256  NGVD 29 (06/08/92) 1758.942  (m)         5770.80   (f) ADJUSTED    1 2
 OV0256
 OV0256.Superseded values are not recommended for survey control.
 OV0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0256.See file dsdata.txt to determine how the superseded data were derived.
 OV0256
 OV0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH345671(NAD 83)
 OV0256_MARKER: I = METAL ROD
 OV0256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0256_SP_SET: STAINLESS STEEL ROD
 OV0256_STAMPING: E 334 1982
 OV0256_MARK LOGO: NGS   
 OV0256_PROJECTION: FLUSH
 OV0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0256_ROD/PIPE-DEPTH: 4.0  meters
 OV0256
 OV0256  HISTORY     - Date     Condition        Report By
 OV0256  HISTORY     - 1982     MONUMENTED       NGS
 OV0256
 OV0256                          STATION DESCRIPTION
 OV0256
 OV0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0256'14.1 KM (8.75 MI) EAST FROM WALTMAN.
 OV0256'14.1 KM (8.75 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0256'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.1 KM (0.05 MI) SOUTHEAST
 OV0256'OF MILEPOST 42, 28.4 METERS (93.2 FT) SOUTHWEST OF THE CENTERLINE OF
 OV0256'THE HIGHWAY, 1.7 METERS (5.6 FT) NORTHWEST OF A FENCE CORNER AND 0.3
 OV0256'METERS (1.0 FT) WEST OF THE EXTENDED CENTER OF A DIRT ROAD LEADING
 OV0256'NORTH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0256'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 OV0256'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0216 ***********************************************************************
 NR0216  DESIGNATION -  E 335
 NR0216  PID         -  NR0216
 NR0216  STATE/COUNTY-  WY/NATRONA
 NR0216  USGS QUAD   -  EMIGRANT GAP NW (1951)
 NR0216
 NR0216                         *CURRENT SURVEY CONTROL
 NR0216  ___________________________________________________________________
 NR0216* NAD 83(1986)-  42 57 10.     (N)    106 38 25.     (W)     SCALED    
 NR0216* NAVD 88     -      1664.365  (meters)    5460.50   (feet)  ADJUSTED  
 NR0216  ___________________________________________________________________
 NR0216  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NR0216  DYNAMIC HT  -        1663.320 (meters)    5457.08  (feet)  COMP
 NR0216  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 NR0216
 NR0216  VERT ORDER  -  FIRST     CLASS II
 NR0216
 NR0216.The horizontal coordinates were scaled from a topographic map and have
 NR0216.an estimated accuracy of +/- 6 seconds.
 NR0216
 NR0216.The orthometric height was determined by differential leveling
 NR0216.and adjusted by the National Geodetic Survey in June 1991..
 NR0216
 NR0216.The geoid height was determined by GEOID03.
 NR0216
 NR0216.The dynamic height is computed by dividing the NAVD 88
 NR0216.geopotential number by the normal gravity value computed on the
 NR0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0216.degrees latitude (g = 980.6199 gals.).
 NR0216
 NR0216.The modeled gravity was interpolated from observed gravity values.
 NR0216
 NR0216;                    North         East    Units  Estimated Accuracy
 NR0216;SPC WYEC     -   372,640.      456,550.      MT  (+/- 180 meters Scaled)
 NR0216
 NR0216                          SUPERSEDED SURVEY CONTROL
 NR0216
 NR0216  NGVD 29 (06/08/92) 1663.468  (m)         5457.56   (f) ADJUSTED    1 2
 NR0216
 NR0216.Superseded values are not recommended for survey control.
 NR0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0216.See file dsdata.txt to determine how the superseded data were derived.
 NR0216
 NR0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH662568(NAD 83)
 NR0216_MARKER: DB = BENCH MARK DISK
 NR0216_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0216_SP_SET: ABUTMENT
 NR0216_STAMPING: E 335 1982
 NR0216_MARK LOGO: NGS   
 NR0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0216
 NR0216  HISTORY     - Date     Condition        Report By
 NR0216  HISTORY     - 1982     MONUMENTED       NGS
 NR0216
 NR0216                          STATION DESCRIPTION
 NR0216
 NR0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0216'26.8 KM (16.65 MI) NW FROM CASPER.
 NR0216'26.8 KM (16.65 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0216'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, IN TOP OF THE SOUTHWEST
 NR0216'END OF THE NORTHWEST CONCRETE ABUTMENT THE HIGHWAY OVERPASS OF THE
 NR0216'CASPER CANAL, 6.5 METERS (21.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 NR0216'HIGHWAY AND 2.3 METERS (7.5 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 NR0216'BRIDGE.
 NR0216'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0295 ***********************************************************************
 NR0295  DESIGNATION -  E 336
 NR0295  PID         -  NR0295
 NR0295  STATE/COUNTY-  WY/CARBON
 NR0295  USGS QUAD   -  BUCKLIN RESERVOIRS (1981)
 NR0295
 NR0295                         *CURRENT SURVEY CONTROL
 NR0295  ___________________________________________________________________
 NR0295* NAD 83(1986)-  42 23 26.     (N)    107 23 40.     (W)     SCALED    
 NR0295* NAVD 88     -      1875.479  (meters)    6153.13   (feet)  ADJUSTED  
 NR0295  ___________________________________________________________________
 NR0295  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 NR0295  DYNAMIC HT  -        1874.087 (meters)    6148.57  (feet)  COMP
 NR0295  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 NR0295
 NR0295  VERT ORDER  -  FIRST     CLASS II
 NR0295
 NR0295.The horizontal coordinates were scaled from a topographic map and have
 NR0295.an estimated accuracy of +/- 6 seconds.
 NR0295
 NR0295.The orthometric height was determined by differential leveling
 NR0295.and adjusted by the National Geodetic Survey in June 1991..
 NR0295
 NR0295.The geoid height was determined by GEOID03.
 NR0295
 NR0295.The dynamic height is computed by dividing the NAVD 88
 NR0295.geopotential number by the normal gravity value computed on the
 NR0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0295.degrees latitude (g = 980.6199 gals.).
 NR0295
 NR0295.The modeled gravity was interpolated from observed gravity values.
 NR0295
 NR0295;                    North         East    Units  Estimated Accuracy
 NR0295;SPC WYEC     -   309,960.      394,970.      MT  (+/- 180 meters Scaled)
 NR0295
 NR0295                          SUPERSEDED SURVEY CONTROL
 NR0295
 NR0295  NGVD 29 (06/08/92) 1874.439  (m)         6149.72   (f) ADJUSTED    1 2
 NR0295
 NR0295.Superseded values are not recommended for survey control.
 NR0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0295.See file dsdata.txt to determine how the superseded data were derived.
 NR0295
 NR0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG029959(NAD 83)
 NR0295_MARKER: I = METAL ROD
 NR0295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0295_SP_SET: STAINLESS STEEL ROD
 NR0295_STAMPING: E 336 1982
 NR0295_MARK LOGO: NGS   
 NR0295_PROJECTION: FLUSH
 NR0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0295_ROD/PIPE-DEPTH: 4.6  meters
 NR0295
 NR0295  HISTORY     - Date     Condition        Report By
 NR0295  HISTORY     - 1982     MONUMENTED       NGS
 NR0295
 NR0295                          STATION DESCRIPTION
 NR0295
 NR0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0295'5.1 KM (3.15 MI) NE FROM MUDDY GAP.
 NR0295'5.1 KM (3.15 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0295'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0295'0.9 KM (0.55 MI) SOUTHWEST OF MILEPOST 48, 30.2 METERS (99.1 FT)
 NR0295'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 7.3 METERS (24.0 FT)
 NR0295'NORTHEAST OF THE CENTER OF A DIM TRACK ROAD LEADING SOUTH.  NOTE,
 NR0295'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0295'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NR0295'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0315 ***********************************************************************
 NR0315  DESIGNATION -  E 337
 NR0315  PID         -  NR0315
 NR0315  STATE/COUNTY-  WY/CARBON
 NR0315  USGS QUAD   -  SEPARATION RIM (1981)
 NR0315
 NR0315                         *CURRENT SURVEY CONTROL
 NR0315  ___________________________________________________________________
 NR0315* NAD 83(1986)-  42 04 22.     (N)    107 23 39.     (W)     SCALED    
 NR0315* NAVD 88     -      1983.780  (meters)    6508.45   (feet)  ADJUSTED  
 NR0315  ___________________________________________________________________
 NR0315  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 NR0315  DYNAMIC HT  -        1982.153 (meters)    6503.11  (feet)  COMP
 NR0315  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 NR0315
 NR0315  VERT ORDER  -  FIRST     CLASS II
 NR0315
 NR0315.The horizontal coordinates were scaled from a topographic map and have
 NR0315.an estimated accuracy of +/- 6 seconds.
 NR0315
 NR0315.The orthometric height was determined by differential leveling
 NR0315.and adjusted by the National Geodetic Survey in June 1991..
 NR0315
 NR0315.The geoid height was determined by GEOID03.
 NR0315
 NR0315.The dynamic height is computed by dividing the NAVD 88
 NR0315.geopotential number by the normal gravity value computed on the
 NR0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0315.degrees latitude (g = 980.6199 gals.).
 NR0315
 NR0315.The modeled gravity was interpolated from observed gravity values.
 NR0315
 NR0315;                    North         East    Units  Estimated Accuracy
 NR0315;SPC WYEC     -   274,660.      394,970.      MT  (+/- 180 meters Scaled)
 NR0315
 NR0315                          SUPERSEDED SURVEY CONTROL
 NR0315
 NR0315  NGVD 29 (06/08/92) 1982.643  (m)         6504.72   (f) ADJUSTED    1 2
 NR0315
 NR0315.Superseded values are not recommended for survey control.
 NR0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0315.See file dsdata.txt to determine how the superseded data were derived.
 NR0315
 NR0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG019606(NAD 83)
 NR0315_MARKER: I = METAL ROD
 NR0315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0315_SP_SET: STAINLESS STEEL ROD
 NR0315_STAMPING: E 337 1982
 NR0315_MARK LOGO: NGS   
 NR0315_PROJECTION: FLUSH
 NR0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0315_ROD/PIPE-DEPTH: 15.8 meters
 NR0315
 NR0315  HISTORY     - Date     Condition        Report By
 NR0315  HISTORY     - 1982     MONUMENTED       NGS
 NR0315
 NR0315                          STATION DESCRIPTION
 NR0315
 NR0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0315'35.3 KM (21.95 MI) SOUT FROM MUDDY GAP.
 NR0315'35.3 KM (21.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0315'WITH STATE HIGHWAY 220 IN MUDDY GAP, OR 35.7 KM (22.15 MI) NORTHERLY
 NR0315'ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S. HIGHWAY 30 IN
 NR0315'RAWLINS, 0.6 KM (0.35 MI) NORTH OF MILEPOST 22, 37.5 METERS (123.0 FT)
 NR0315'EAST OF THE CENTERLINE OF THE HIGHWAY AND 6.7 METERS (22.0 FT) NORTH
 NR0315'OF THE CENTER OF A TRACK ROAD LEADING EAST TO A CORRAL.  NOTE, ACCESS
 NR0315'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0315'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 NR0315'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0266 ***********************************************************************
 NR0266  DESIGNATION -  E 338
 NR0266  PID         -  NR0266
 NR0266  STATE/COUNTY-  WY/NATRONA
 NR0266  USGS QUAD   -  BENTON BASIN (1984)
 NR0266
 NR0266                         *CURRENT SURVEY CONTROL
 NR0266  ___________________________________________________________________
 NR0266* NAD 83(1986)-  42 33 37.     (N)    106 46 16.     (W)     SCALED    
 NR0266* NAVD 88     -      1772.630  (meters)    5815.70   (feet)  ADJUSTED  
 NR0266  ___________________________________________________________________
 NR0266  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 NR0266  DYNAMIC HT  -        1771.437 (meters)    5811.79  (feet)  COMP
 NR0266  MODELED GRAV-     979,884.9   (mgal)                       NAVD 88
 NR0266
 NR0266  VERT ORDER  -  FIRST     CLASS II
 NR0266
 NR0266.The horizontal coordinates were scaled from a topographic map and have
 NR0266.an estimated accuracy of +/- 6 seconds.
 NR0266
 NR0266.The orthometric height was determined by differential leveling
 NR0266.and adjusted by the National Geodetic Survey in June 1991..
 NR0266
 NR0266.The geoid height was determined by GEOID03.
 NR0266
 NR0266.The dynamic height is computed by dividing the NAVD 88
 NR0266.geopotential number by the normal gravity value computed on the
 NR0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0266.degrees latitude (g = 980.6199 gals.).
 NR0266
 NR0266.The modeled gravity was interpolated from observed gravity values.
 NR0266
 NR0266;                    North         East    Units  Estimated Accuracy
 NR0266;SPC WYEC     -   328,960.      446,170.      MT  (+/- 180 meters Scaled)
 NR0266
 NR0266                          SUPERSEDED SURVEY CONTROL
 NR0266
 NR0266  NGVD 29 (06/08/92) 1771.712  (m)         5812.69   (f) ADJUSTED    1 2
 NR0266
 NR0266.Superseded values are not recommended for survey control.
 NR0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0266.See file dsdata.txt to determine how the superseded data were derived.
 NR0266
 NR0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH546135(NAD 83)
 NR0266_MARKER: DB = BENCH MARK DISK
 NR0266_SETTING: 66 = SET IN ROCK OUTCROP
 NR0266_SP_SET: ROCK OUTCROP
 NR0266_STAMPING: E 338 1982
 NR0266_MARK LOGO: NGS   
 NR0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0266+STABILITY: POSITION/ELEVATION WELL
 NR0266
 NR0266  HISTORY     - Date     Condition        Report By
 NR0266  HISTORY     - 1982     MONUMENTED       NGS
 NR0266
 NR0266                          STATION DESCRIPTION
 NR0266
 NR0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0266'47.0 KM (29.2 MI) SW FROM CASPER.
 NR0266'47.0 KM (29.2 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0266'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.3 KM (0.2 MI) EAST OF
 NR0266'MILEPOST 84, IN THE EAST END OF A 2-BY 10-FT EXPOSED AREA OF
 NR0266'OUTCROPPING BEDROCK, NEAR THE CENTER OF A HIGHWAY CUT, MILEPOST 84 AND
 NR0266'13.0 METERS (42.7 FT) NORTH OF THE CENTERLINE OF THE SOUTHWEST BOUND
 NR0266'LANES OF THE HIGHWAY.
 NR0266'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0708 ***********************************************************************
 PY0708  DESIGNATION -  E 339
 PY0708  PID         -  PY0708
 PY0708  STATE/COUNTY-  WY/TETON
 PY0708  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0708
 PY0708                         *CURRENT SURVEY CONTROL
 PY0708  ___________________________________________________________________
 PY0708* NAD 83(1986)-  44 38 06.     (N)    110 51 27.     (W)     SCALED    
 PY0708* NAVD 88     -      2119.557  (meters)    6953.91   (feet)  ADJUSTED  
 PY0708  ___________________________________________________________________
 PY0708  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY0708  DYNAMIC HT  -        2118.290 (meters)    6949.76  (feet)  COMP
 PY0708  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 PY0708
 PY0708  VERT ORDER  -  FIRST     CLASS II
 PY0708
 PY0708.The horizontal coordinates were scaled from a topographic map and have
 PY0708.an estimated accuracy of +/- 6 seconds.
 PY0708
 PY0708.The orthometric height was determined by differential leveling
 PY0708.and adjusted by the National Geodetic Survey in June 1991..
 PY0708
 PY0708.The geoid height was determined by GEOID03.
 PY0708
 PY0708.The dynamic height is computed by dividing the NAVD 88
 PY0708.geopotential number by the normal gravity value computed on the
 PY0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0708.degrees latitude (g = 980.6199 gals.).
 PY0708
 PY0708.The modeled gravity was interpolated from observed gravity values.
 PY0708
 PY0708;                    North         East    Units  Estimated Accuracy
 PY0708;SPC WY W     -   559,600.      738,580.      MT  (+/- 180 meters Scaled)
 PY0708
 PY0708                          SUPERSEDED SURVEY CONTROL
 PY0708
 PY0708  NGVD 29 (08/20/92) 2118.265  (m)         6949.67   (f) ADJUSTED    1 2
 PY0708
 PY0708.Superseded values are not recommended for survey control.
 PY0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0708.See file dsdata.txt to determine how the superseded data were derived.
 PY0708
 PY0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ113424(NAD 83)
 PY0708_MARKER: DB = BENCH MARK DISK
 PY0708_SETTING: 66 = SET IN ROCK OUTCROP
 PY0708_SP_SET: BEDROCK
 PY0708_STAMPING: E 339 1983
 PY0708_MARK LOGO: NGS   
 PY0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0708+STABILITY: POSITION/ELEVATION WELL
 PY0708
 PY0708  HISTORY     - Date     Condition        Report By
 PY0708  HISTORY     - 1983     MONUMENTED       NGS
 PY0708  HISTORY     - 1987     GOOD             NGS
 PY0708
 PY0708                          STATION DESCRIPTION
 PY0708
 PY0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0708'1.4 KM (0.85 MI) SOUTH FROM MADISON JUNCTION.
 PY0708'1.4 KM (0.85 MI) SOUTHERLY ALONG OLD FAITHFUL HIGHWAY FROM ITS
 PY0708'JUNCTION WITH MADISON JUNCTION HIGHWAY AT MADISON JUNCTION, IN THE
 PY0708'CENTER OF A 3 BY 3 FT EXPOSED AREA OF ROCK OUTCROP IN A ROAD CUT, 37.2
 PY0708'METERS (122.0 FT) SOUTH OF THE CENTER OF A PAVED SERVICE ROAD LEADING
 PY0708'WEST, AND 8.4 METERS (27.6 FT) WEST OF THE CENTERLINE OF THE
 PY0708'HIGHWAY.
 PY0708'THE MARK IS 0.6 M ABOVE THE ROAD.
 PY0708
 PY0708                          STATION RECOVERY (1987)
 PY0708
 PY0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0488 ***********************************************************************
 MP0488  DESIGNATION -  E 339 X
 MP0488  PID         -  MP0488
 MP0488  STATE/COUNTY-  WY/CARBON
 MP0488  USGS QUAD   -  HANNA (1982)
 MP0488
 MP0488                         *CURRENT SURVEY CONTROL
 MP0488  ___________________________________________________________________
 MP0488* NAD 83(1986)-  41 52 26.     (N)    106 30 26.     (W)     SCALED    
 MP0488* NAVD 88     -      2090.355  (meters)    6858.11   (feet)  ADJUSTED  
 MP0488  ___________________________________________________________________
 MP0488  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 MP0488  DYNAMIC HT  -        2088.468 (meters)    6851.92  (feet)  COMP
 MP0488  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 MP0488
 MP0488  VERT ORDER  -  FIRST     CLASS II
 MP0488
 MP0488.The horizontal coordinates were scaled from a topographic map and have
 MP0488.an estimated accuracy of +/- 6 seconds.
 MP0488
 MP0488.The orthometric height was determined by differential leveling
 MP0488.and adjusted by the National Geodetic Survey in June 1991..
 MP0488
 MP0488.The geoid height was determined by GEOID03.
 MP0488
 MP0488.The dynamic height is computed by dividing the NAVD 88
 MP0488.geopotential number by the normal gravity value computed on the
 MP0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0488.degrees latitude (g = 980.6199 gals.).
 MP0488
 MP0488.The modeled gravity was interpolated from observed gravity values.
 MP0488
 MP0488;                    North         East    Units  Estimated Accuracy
 MP0488;SPC WYEC     -   252,900.      468,580.      MT  (+/- 180 meters Scaled)
 MP0488
 MP0488                          SUPERSEDED SURVEY CONTROL
 MP0488
 MP0488  NGVD 29 (06/08/92) 2089.094  (m)         6853.97   (f) ADJUSTED    1 2
 MP0488
 MP0488.Superseded values are not recommended for survey control.
 MP0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0488.See file dsdata.txt to determine how the superseded data were derived.
 MP0488
 MP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG749368(NAD 83)
 MP0488_MARKER: DB = BENCH MARK DISK
 MP0488_SETTING: 66 = SET IN ROCK OUTCROP
 MP0488_SP_SET: ROCK OUTCROP
 MP0488_STAMPING: E 339 X 1983
 MP0488_MARK LOGO: NGS   
 MP0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0488+STABILITY: POSITION/ELEVATION WELL
 MP0488
 MP0488  HISTORY     - Date     Condition        Report By
 MP0488  HISTORY     - 1983     MONUMENTED       NGS
 MP0488
 MP0488                          STATION DESCRIPTION
 MP0488
 MP0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0488'4.8 KM (3.0 MI) EAST FROM HANNA.
 MP0488'4.8 KM (3.0 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0488'STATION IN HANNA, AT THE BASE OF AND NEAR THE CENTER OF AN EXPOSED
 MP0488'AREA OF SANDSTONE ROCK OUTCROP, 125.5 METERS (411.7 FT) WEST OF
 MP0488'MILEPOST 640, 37.3 METERS (122.4 FT) EAST OF A UTILITY POLE,
 MP0488'12.0 METERS (39.4 FT) NORTH OF THE NEAR RAIL, AND 12.0 METERS
 MP0488'(39.4 FT) SOUTHWEST OF A UTILITY POLE.
 MP0488'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MP0488'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0247 ***********************************************************************
 OU0247  DESIGNATION -  E 34
 OU0247  PID         -  OU0247
 OU0247  STATE/COUNTY-  WY/CAMPBELL
 OU0247  USGS QUAD   -  PINE TREE (1977)
 OU0247
 OU0247                         *CURRENT SURVEY CONTROL
 OU0247  ___________________________________________________________________
 OU0247* NAD 83(1986)-  43 37 01.     (N)    105 47 10.     (W)     SCALED    
 OU0247* NAVD 88     -      1630.286  (meters)    5348.70   (feet)  ADJUSTED  
 OU0247  ___________________________________________________________________
 OU0247  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 OU0247  DYNAMIC HT  -        1629.362 (meters)    5345.67  (feet)  COMP
 OU0247  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 OU0247
 OU0247  VERT ORDER  -  FIRST     CLASS II
 OU0247
 OU0247.The horizontal coordinates were scaled from a topographic map and have
 OU0247.an estimated accuracy of +/- 6 seconds.
 OU0247
 OU0247.The orthometric height was determined by differential leveling
 OU0247.and adjusted by the National Geodetic Survey in June 1991..
 OU0247
 OU0247.The geoid height was determined by GEOID03.
 OU0247
 OU0247.The dynamic height is computed by dividing the NAVD 88
 OU0247.geopotential number by the normal gravity value computed on the
 OU0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0247.degrees latitude (g = 980.6199 gals.).
 OU0247
 OU0247.The modeled gravity was interpolated from observed gravity values.
 OU0247
 OU0247;                    North         East    Units  Estimated Accuracy
 OU0247;SPC WY E     -   346,380.      150,000.      MT  (+/- 180 meters Scaled)
 OU0247
 OU0247                          SUPERSEDED SURVEY CONTROL
 OU0247
 OU0247  NGVD 29 (??/??/92) 1629.445  (m)         5345.94   (f) ADJ UNCH    1 2
 OU0247
 OU0247.Superseded values are not recommended for survey control.
 OU0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0247.See file dsdata.txt to determine how the superseded data were derived.
 OU0247
 OU0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ365296(NAD 83)
 OU0247_MARKER: DB = BENCH MARK DISK
 OU0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0247_STAMPING: E 34 1933
 OU0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0247+STABILITY: SURFACE MOTION
 OU0247
 OU0247  HISTORY     - Date     Condition        Report By
 OU0247  HISTORY     - 1933     MONUMENTED       CGS
 OU0247  HISTORY     - 1934     GOOD             NGS
 OU0247  HISTORY     - 1983     MARK NOT FOUND   NGS
 OU0247  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0247
 OU0247                          STATION DESCRIPTION
 OU0247
 OU0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0247'AT PINE TREE.
 OU0247'AT PINE TREE, CAMPBELL COUNTY, ON OLD STATE HIGHWAY 316, 27
 OU0247'FEET NORTH OF THE NORTHWEST CORNER OF THE POST OFFICE AND STORE,
 OU0247'48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1.5 FEET
 OU0247'NORTH OF A WIRE FENCE.  A STANDARD DISK, STAMPED E 34 1933
 OU0247'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OU0247'GROUND.
 OU0247
 OU0247                          STATION RECOVERY (1934)
 OU0247
 OU0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 OU0247'RECOVERED IN GOOD CONDITION.
 OU0247
 OU0247                          STATION RECOVERY (1983)
 OU0247
 OU0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OU0247'MARK NOT FOUND.
 OU0247
 OU0247                          STATION RECOVERY (1985)
 OU0247
 OU0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0247'TOWN OF PINE TREE NO LONGER EXISTS.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0594 ***********************************************************************
 MR0594  DESIGNATION -  E 340
 MR0594  PID         -  MR0594
 MR0594  STATE/COUNTY-  WY/UINTA
 MR0594  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0594
 MR0594                         *CURRENT SURVEY CONTROL
 MR0594  ___________________________________________________________________
 MR0594* NAD 83(1986)-  41 12 19.     (N)    110 45 29.     (W)     SCALED    
 MR0594* NAVD 88     -      2236.055  (meters)    7336.12   (feet)  ADJUSTED  
 MR0594  ___________________________________________________________________
 MR0594  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 MR0594  DYNAMIC HT  -        2233.949 (meters)    7329.21  (feet)  COMP
 MR0594  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 MR0594
 MR0594  VERT ORDER  -  FIRST     CLASS II
 MR0594
 MR0594.The horizontal coordinates were scaled from a topographic map and have
 MR0594.an estimated accuracy of +/- 6 seconds.
 MR0594
 MR0594.The orthometric height was determined by differential leveling
 MR0594.and adjusted by the National Geodetic Survey in June 1991..
 MR0594
 MR0594.The geoid height was determined by GEOID03.
 MR0594
 MR0594.The dynamic height is computed by dividing the NAVD 88
 MR0594.geopotential number by the normal gravity value computed on the
 MR0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0594.degrees latitude (g = 980.6199 gals.).
 MR0594
 MR0594.The modeled gravity was interpolated from observed gravity values.
 MR0594
 MR0594;                    North         East    Units  Estimated Accuracy
 MR0594;SPC WY W     -   178,540.      743,410.      MT  (+/- 180 meters Scaled)
 MR0594
 MR0594                          SUPERSEDED SURVEY CONTROL
 MR0594
 MR0594  NGVD 29 (06/08/92) 2234.715  (m)         7331.73   (f) ADJUSTED    1 2
 MR0594
 MR0594.Superseded values are not recommended for survey control.
 MR0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0594.See file dsdata.txt to determine how the superseded data were derived.
 MR0594
 MR0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL202615(NAD 83)
 MR0594_MARKER: I = METAL ROD
 MR0594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0594_SP_SET: STAINLESS STEEL ROD
 MR0594_STAMPING: E 340 1983
 MR0594_MARK LOGO: NGS   
 MR0594_PROJECTION: FLUSH
 MR0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0594_ROD/PIPE-DEPTH: 3.7  meters
 MR0594
 MR0594  HISTORY     - Date     Condition        Report By
 MR0594  HISTORY     - 1983     MONUMENTED       NGS
 MR0594
 MR0594                          STATION DESCRIPTION
 MR0594
 MR0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0594'4.3 KM (2.7 MI) NE FROM ALTAMONT.
 MR0594'2.4 KM (1.50 MI) NORTHEASTERLY ALONG A GRAVELED ROAD FROM THE UNION
 MR0594'PACIFIC RAILROAD STATION IN ALTAMONT, THENCE 1.9 KM (1.2 MI)
 MR0594'SOUTHEASTERLY ALONG A GRAVELED ROAD, AT A UTILITY LINE CROSSING, 25.3
 MR0594'METERS (83.0 FT) NORTH OF A UTILITY POLE, AND 13.4 METERS (44.0 FT)
 MR0594'SOUTH OF THE CENTER OF THE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 MR0594'THROUGH A 5-INCH LOGO CAP.
 MR0594'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MR0594'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0369 ***********************************************************************
 MQ0369  DESIGNATION -  E 341
 MQ0369  PID         -  MQ0369
 MQ0369  STATE/COUNTY-  WY/SWEETWATER
 MQ0369  USGS QUAD   -  THAYER JUNCTION (1978)
 MQ0369
 MQ0369                         *CURRENT SURVEY CONTROL
 MQ0369  ___________________________________________________________________
 MQ0369* NAD 83(1986)-  41 40 09.     (N)    108 56 01.     (W)     SCALED    
 MQ0369* NAVD 88     -      1961.823  (meters)    6436.41   (feet)  ADJUSTED  
 MQ0369  ___________________________________________________________________
 MQ0369  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MQ0369  DYNAMIC HT  -        1960.208 (meters)    6431.12  (feet)  COMP
 MQ0369  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 MQ0369
 MQ0369  VERT ORDER  -  FIRST     CLASS II
 MQ0369
 MQ0369.The horizontal coordinates were scaled from a topographic map and have
 MQ0369.an estimated accuracy of +/- 6 seconds.
 MQ0369
 MQ0369.The orthometric height was determined by differential leveling
 MQ0369.and adjusted by the National Geodetic Survey in June 1991..
 MQ0369
 MQ0369.The geoid height was determined by GEOID03.
 MQ0369
 MQ0369.The dynamic height is computed by dividing the NAVD 88
 MQ0369.geopotential number by the normal gravity value computed on the
 MQ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0369.degrees latitude (g = 980.6199 gals.).
 MQ0369
 MQ0369.The modeled gravity was interpolated from observed gravity values.
 MQ0369
 MQ0369;                    North         East    Units  Estimated Accuracy
 MQ0369;SPC WYWC     -   129,850.      584,710.      MT  (+/- 180 meters Scaled)
 MQ0369
 MQ0369                          SUPERSEDED SURVEY CONTROL
 MQ0369
 MQ0369  NGVD 29 (06/08/92) 1960.556  (m)         6432.26   (f) ADJUSTED    1 2
 MQ0369
 MQ0369.Superseded values are not recommended for survey control.
 MQ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0369.See file dsdata.txt to determine how the superseded data were derived.
 MQ0369
 MQ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM720151(NAD 83)
 MQ0369_MARKER: DB = BENCH MARK DISK
 MQ0369_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0369_SP_SET: ROCK OUTCROP
 MQ0369_STAMPING: E 341 1983
 MQ0369_MARK LOGO: NGS   
 MQ0369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0369+STABILITY: POSITION/ELEVATION WELL
 MQ0369
 MQ0369  HISTORY     - Date     Condition        Report By
 MQ0369  HISTORY     - 1983     MONUMENTED       NGS
 MQ0369
 MQ0369                          STATION DESCRIPTION
 MQ0369
 MQ0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0369'13.2 KM (8.2 MI) WEST FROM POINT OF ROCKS.
 MQ0369'13.2 KM (8.2 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0369'STATION IN POINT OF ROCKS, 0.4 KM (0.25 MI) WEST OF MILEPOST 785, IN
 MQ0369'THE EAST END OF A 3 BY 10 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY
 MQ0369'CUT, 45.4 METERS (148.9 FT) NORTH OF THE NEAR RAIL, 29.0 METERS (95.1
 MQ0369'FT) NORTHWEST OF A UTILITY POLE, 10.4 METERS (34.1 FT) SOUTH OF THE
 MQ0369'CENTERLINE OF A PAVED FRONTAGE ROAD, AND 8.2 METERS (26.9 FT) WEST OF
 MQ0369'THE EAST END OF THE HIGHWAY CUT.
 MQ0369'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MQ0369'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0445 ***********************************************************************
 MP0445  DESIGNATION -  E 342
 MP0445  PID         -  MP0445
 MP0445  STATE/COUNTY-  WY/SWEETWATER
 MP0445  USGS QUAD   -  RINER (1981)
 MP0445
 MP0445                         *CURRENT SURVEY CONTROL
 MP0445  ___________________________________________________________________
 MP0445* NAD 83(1986)-  41 44 27.     (N)    107 31 23.     (W)     SCALED    
 MP0445* NAVD 88     -      2052.472  (meters)    6733.82   (feet)  ADJUSTED  
 MP0445  ___________________________________________________________________
 MP0445  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 MP0445  DYNAMIC HT  -        2050.669 (meters)    6727.90  (feet)  COMP
 MP0445  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 MP0445
 MP0445  VERT ORDER  -  FIRST     CLASS II
 MP0445
 MP0445.The horizontal coordinates were scaled from a topographic map and have
 MP0445.an estimated accuracy of +/- 6 seconds.
 MP0445
 MP0445.The orthometric height was determined by differential leveling
 MP0445.and adjusted by the National Geodetic Survey in June 1991..
 MP0445
 MP0445.The geoid height was determined by GEOID03.
 MP0445
 MP0445.The dynamic height is computed by dividing the NAVD 88
 MP0445.geopotential number by the normal gravity value computed on the
 MP0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0445.degrees latitude (g = 980.6199 gals.).
 MP0445
 MP0445.The modeled gravity was interpolated from observed gravity values.
 MP0445
 MP0445;                    North         East    Units  Estimated Accuracy
 MP0445;SPC WYWC     -   138,520.      702,060.      MT  (+/- 180 meters Scaled)
 MP0445
 MP0445                          SUPERSEDED SURVEY CONTROL
 MP0445
 MP0445  NGVD 29 (06/08/92) 2051.237  (m)         6729.77   (f) ADJUSTED    1 2
 MP0445
 MP0445.Superseded values are not recommended for survey control.
 MP0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0445.See file dsdata.txt to determine how the superseded data were derived.
 MP0445
 MP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG901240(NAD 83)
 MP0445_MARKER: I = METAL ROD
 MP0445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0445_SP_SET: STAINLESS STEEL ROD
 MP0445_STAMPING: E 342 1983
 MP0445_MARK LOGO: NGS   
 MP0445_PROJECTION: FLUSH
 MP0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0445_ROD/PIPE-DEPTH: 5.8  meters
 MP0445
 MP0445  HISTORY     - Date     Condition        Report By
 MP0445  HISTORY     - 1983     MONUMENTED       NGS
 MP0445
 MP0445                          STATION DESCRIPTION
 MP0445
 MP0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0445'2.4 KM (1.5 MI) EAST FROM RINER.
 MP0445'2.4 KM (1.5 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0445'WATER TOWER AT RINER, 0.5 KM (0.3 MI) WEST OF MILEPOST 699, 0.4 KM
 MP0445'(0.25 MI) EAST OF RAILROAD SIGNAL A, 56.1 METERS (184.1 FT) NORTH OF
 MP0445'THE NEAR RAIL, AND 37.8 METERS (124.0 FT) NORTH OF A UTILITY POLE WITH
 MP0445'THREE GUY WIRES.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MP0445'LOGO CAP.
 MP0445'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 MP0445'THE MARK IS 3.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0502 ***********************************************************************
 MP0502  DESIGNATION -  E 343
 MP0502  PID         -  MP0502
 MP0502  STATE/COUNTY-  WY/ALBANY
 MP0502  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0502
 MP0502                         *CURRENT SURVEY CONTROL
 MP0502  ___________________________________________________________________
 MP0502* NAD 83(1986)-  41 49 37.     (N)    106 01 50.     (W)     SCALED    
 MP0502* NAVD 88     -      2092.806  (meters)    6866.15   (feet)  ADJUSTED  
 MP0502  ___________________________________________________________________
 MP0502  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 MP0502  DYNAMIC HT  -        2091.052 (meters)    6860.39  (feet)  COMP
 MP0502  MODELED GRAV-     979,709.0   (mgal)                       NAVD 88
 MP0502
 MP0502  VERT ORDER  -  FIRST     CLASS II
 MP0502
 MP0502.The horizontal coordinates were scaled from a topographic map and have
 MP0502.an estimated accuracy of +/- 6 seconds.
 MP0502
 MP0502.The orthometric height was determined by differential leveling
 MP0502.and adjusted by the National Geodetic Survey in June 1991..
 MP0502
 MP0502.The geoid height was determined by GEOID03.
 MP0502
 MP0502.The dynamic height is computed by dividing the NAVD 88
 MP0502.geopotential number by the normal gravity value computed on the
 MP0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0502.degrees latitude (g = 980.6199 gals.).
 MP0502
 MP0502.The modeled gravity was interpolated from observed gravity values.
 MP0502
 MP0502;                    North         East    Units  Estimated Accuracy
 MP0502;SPC WY E     -   147,720.      128,240.      MT  (+/- 180 meters Scaled)
 MP0502
 MP0502                          SUPERSEDED SURVEY CONTROL
 MP0502
 MP0502  NGVD 29 (06/08/92) 2091.684  (m)         6862.47   (f) ADJUSTED    1 2
 MP0502
 MP0502.Superseded values are not recommended for survey control.
 MP0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0502.See file dsdata.txt to determine how the superseded data were derived.
 MP0502
 MP0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG144310(NAD 83)
 MP0502_MARKER: I = METAL ROD
 MP0502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0502_SP_SET: STAINLESS STEEL ROD
 MP0502_STAMPING: E 343 1983
 MP0502_MARK LOGO: NGS   
 MP0502_PROJECTION: FLUSH
 MP0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0502_ROD/PIPE-DEPTH: 6.7  meters
 MP0502
 MP0502  HISTORY     - Date     Condition        Report By
 MP0502  HISTORY     - 1983     MONUMENTED       NGS
 MP0502
 MP0502                          STATION DESCRIPTION
 MP0502
 MP0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0502'11.5 KM (7.15 MI) NW FROM ROCK RIVER.
 MP0502'11.5 KM (7.15 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MP0502'THE STATION IN ROCK RIVER, 0.2 KM (0.1 MI) SOUTHWEST OF A CROSSING,
 MP0502'0.8 KM (0.5 MI) NORTHWEST OF MILEPOST 612, 30.2 METERS (99.1 FT)
 MP0502'NORTHEAST OF THE NEAR RAIL, AND 15.4 METERS (50.5 FT) NORTHEAST OF A
 MP0502'UTILITY POLE WITH TWO STRIPES.  NOTE=ACCESS TO THE DATUM POINT IS
 MP0502'THROUGH A 5-INCH LOGO CAP.
 MP0502'THE MARK IS 0.3 METERS  SW FROM  A WITHESS POST AND FENCE
 MP0502'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0948 ***********************************************************************
 MO0948  DESIGNATION -  E 344
 MO0948  PID         -  MO0948
 MO0948  STATE/COUNTY-  WY/LARAMIE
 MO0948  USGS QUAD   -  BORIE (1994)
 MO0948
 MO0948                         *CURRENT SURVEY CONTROL
 MO0948  ___________________________________________________________________
 MO0948* NAD 83(1993)-  41 05 15.18013(N)    104 56 39.72340(W)     ADJUSTED  
 MO0948* NAVD 88     -      1958.326  (meters)    6424.94   (feet)  ADJUSTED  
 MO0948  ___________________________________________________________________
 MO0948  X           -  -1,241,870.220 (meters)                     COMP
 MO0948  Y           -  -4,652,788.908 (meters)                     COMP
 MO0948  Z           -   4,171,033.042 (meters)                     COMP
 MO0948  LAPLACE CORR-         -13.40  (seconds)                    DEFLEC99
 MO0948  ELLIP HEIGHT-        1942.74  (meters)          (06/01/05) GPS OBS
 MO0948  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 MO0948  DYNAMIC HT  -        1956.584 (meters)    6419.23  (feet)  COMP
 MO0948  MODELED GRAV-     979,664.3   (mgal)                       NAVD 88
 MO0948
 MO0948  HORZ ORDER  -  FIRST
 MO0948  VERT ORDER  -  FIRST     CLASS II
 MO0948  ELLP ORDER  -  THIRD     CLASS II
 MO0948
 MO0948.The horizontal coordinates were established by GPS observations
 MO0948.and adjusted by the WASHINGTON GROUP INT INC in June 2005..
 MO0948.No horizontal observational check was made to the station.
 MO0948
 MO0948.The orthometric height was determined by differential leveling
 MO0948.and adjusted by the National Geodetic Survey in June 1991..
 MO0948
 MO0948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO0948
 MO0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0948
 MO0948.The ellipsoidal height was determined by GPS observations
 MO0948.and is referenced to NAD 83.
 MO0948
 MO0948.The geoid height was determined by GEOID03.
 MO0948
 MO0948.The dynamic height is computed by dividing the NAVD 88
 MO0948.geopotential number by the normal gravity value computed on the
 MO0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0948.degrees latitude (g = 980.6199 gals.).
 MO0948
 MO0948.The modeled gravity was interpolated from observed gravity values.
 MO0948
 MO0948;                    North         East     Units Scale Factor Converg.
 MO0948;SPC WY E     -    65,267.122   218,677.241   MT  0.99994179   +0 08 46.0
 MO0948;UTM  13      - 4,548,477.511   504,672.573   MT  0.99960027   +0 02 11.6
 MO0948
 MO0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0948!SPC WY E     -   0.99969536  x   0.99994179  =   0.99963717
 MO0948!UTM  13      -   0.99969536  x   0.99960027  =   0.99929575
 MO0948
 MO0948                          SUPERSEDED SURVEY CONTROL
 MO0948
 MO0948  NAVD 88 (06/01/05) 1958.33   (m)         6425.0    (f) LEVELING    3  
 MO0948  NGVD 29 (06/08/92) 1957.273  (m)         6421.49   (f) ADJUSTED    1 2
 MO0948
 MO0948.Superseded values are not recommended for survey control.
 MO0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0948.See file dsdata.txt to determine how the superseded data were derived.
 MO0948
 MO0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0467348478(NAD 83)
 MO0948_MARKER: DB = BENCH MARK DISK
 MO0948_SETTING: 66 = SET IN ROCK OUTCROP
 MO0948_SP_SET: ROCK OUTCROP
 MO0948_STAMPING: E 344 1983
 MO0948_MARK LOGO: NGS   
 MO0948_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0948+STABILITY: POSITION/ELEVATION WELL
 MO0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0948+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 MO0948
 MO0948  HISTORY     - Date     Condition        Report By
 MO0948  HISTORY     - 1983     MONUMENTED       NGS
 MO0948  HISTORY     - 20041229 SEE DESCRIPTION  WASHGP
 MO0948  HISTORY     - 20060920 GOOD             GEOCAC
 MO0948
 MO0948                          STATION DESCRIPTION
 MO0948
 MO0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0948'13.8 KM (8.6 MI) WEST FROM CHEYENNE.
 MO0948'1.6 KM (1.0 MI) NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 MO0948'INTERSTATE HIGHWAY 80 IN CHEYENNE, THENCE 12.2 KM (7.6 MI) WESTERLY
 MO0948'ALONG THE UNION PACIFIC RAILROAD, NEAR THE CENTER OF THE EASTERN EDGE
 MO0948'OF AN 18- BY 60-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 74.1 METERS
 MO0948'(243.1 FT) NORTHEAST OF RAILROAD MILEPOST 517, 46.9 METERS (153.9 FT)
 MO0948'NORTH-NORTHEAST OF RAILROAD SIGNAL 517, 44.2 METERS (145.0 FT) NORTH
 MO0948'OF THE NEAR RAIL, 24.1 METERS (79.1 FT) SOUTH OF THE CENTERLINE OF
 MO0948'OTTO ROAD, AND 5.4 METERS (17.7 FT) EAST OF BENCH MARK C 320.
 MO0948'THE MARK IS 1.3 METERS  S FROM  A WITNESS POST AND FENCE
 MO0948'THE MARK IS 2.0 M ABOVE THE TRACKS.
 MO0948
 MO0948                          STATION RECOVERY (2004)
 MO0948
 MO0948'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL INC 2004 (PAR)
 MO0948'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL, INC. 2004 (PAR)
 MO0948'TRANSPORTATION ACCESS BY CAR MARK IS IN THE NORTHEAST 1/4 OF SECTION
 MO0948'24, TOWNSHIP 13 NORTH, RANGE 68 WEST, 6TH P.M., 13.8 KM (8.6 MI)
 MO0948'WESTERLY FROM CHEYENNE, WYOMING, 11.9 KM (7.4 MI)  SOUTHWESTERLY OF
 MO0948'THE WYOMING STATE CAPITOL BUILDING DOME, 5.2 KM (3.3 MI)  NORTHWEST OF
 MO0948'SPEER, WYOMING, 4.3 KM (2.7 MI) EASTERLY OF BORIE, WYOMING.
 MO0948'OWNERSHIP -- UNION PACIFIC RAILROAD, ATTN. SUE GRABLER, 1400 WEST 52ND
 MO0948'AVENUE, DENVER, COLORADO 80221.
 MO0948' 
 MO0948'TO REACH FROM THE JUNCTION OF INTERSTATE 80 WITH U.S. HIGHWAY 85 IN
 MO0948'CHEYENNE,  WYOMING, GO NORTHERLY ALONG U.S. HIGHWAY 85 1.6 KM (1.0 MI)
 MO0948'TO THE JUNCTION  WITH U.S. HIGHWAY 30 (WEST LINCOLNWAY/WEST 16TH ST).
 MO0948'TURN LEFT AND GO WESTERLY  ALONG U.S. HIGHWAY 30 (WEST LINCOLNWAY/WEST
 MO0948'16TH ST) 4.8 KM (3.0 MI) TO THE  JUNCTION OF WEST LINCOLNWAY WITH THE
 MO0948'INTERSTATE 80 (EXIT 358) OFFRAMP AND WITH  STATE HIGHWAY 225 (OTTO
 MO0948'ROAD). PROCEED WESTERLY ALONG STATE HIGHWAY 225 (OTTO  ROAD) 7.4 KM
 MO0948'(4.6 MI), TO THE MARK ON THE LEFT, NEAR THE CENTER OF THE EASTERN
 MO0948'EDGE OF A 5.5 METERS (18 FT) BY 18 METERS (60 FT) EXPOSED BEDROCK
 MO0948'OUTCROP.
 MO0948' 
 MO0948'MARK IS A BENCH MARK DISK, STAMPED--E344 1983--, SET FLUSH IN ROCK
 MO0948'OUTCROP,  74.1 METERS (243.1 FT) NORTHEAST OF RAILROAD MILEPOST 517,
 MO0948'46.9 METERS  (153.9 FT) NORTH-NORTHEAST OF RAILROAD SIGNAL 5171/1,
 MO0948'44.2 METERS (145.0 FT)  NORTH OF THE NEAR RAIL, 24.1 METERS (79.1 FT)
 MO0948'SOUTHERLY OF THE CENTERLINE OF  STATE HIGHWAY 225 (OTTO ROAD), AND 5.4
 MO0948'METERS (17.7 FT) EAST OF BENCH MARK  ''C 320'' (PID=MO01480). MARK IS
 MO0948'1.3 METERS (4.3 FT) SOUTHERLY FROM A  CARSONITE WITNESS POST AND
 MO0948'HIGHWAY 225 (OTTO ROAD) R.O.W. FENCE. THE MARK IS  APROXIMATELY 2.0
 MO0948'METERS (6.6 FT) ABOVE THE RAILROAD TRACKS. DISK IS STABLE,  BUT DISK
 MO0948'EDGE WAS EXPOSED BECAUSE OF GROUT DETERIORATION.  DISK EDGE WAS
 MO0948'REGROUTED (ROCKITE).  THE HH2 GPS = N41-05-15.3, W104-56-39.8.
 MO0948
 MO0948                          STATION RECOVERY (2006)
 MO0948
 MO0948'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MO0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0394 ***********************************************************************
 MQ0394  DESIGNATION -  E 345
 MQ0394  PID         -  MQ0394
 MQ0394  STATE/COUNTY-  WY/SWEETWATER
 MQ0394  USGS QUAD   -  WHALEN BUTTE (1996)
 MQ0394
 MQ0394                         *CURRENT SURVEY CONTROL
 MQ0394  ___________________________________________________________________
 MQ0394* NAD 83(1986)-  41 29 52.     (N)    109 29 08.     (W)     SCALED    
 MQ0394* NAVD 88     -      1969.552  (meters)    6461.77   (feet)  ADJUSTED  
 MQ0394  ___________________________________________________________________
 MQ0394  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0394  DYNAMIC HT  -        1967.844 (meters)    6456.17  (feet)  COMP
 MQ0394  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 MQ0394
 MQ0394  VERT ORDER  -  FIRST     CLASS II
 MQ0394
 MQ0394.The horizontal coordinates were scaled from a topographic map and have
 MQ0394.an estimated accuracy of +/- 6 seconds.
 MQ0394
 MQ0394.The orthometric height was determined by differential leveling
 MQ0394.and adjusted by the National Geodetic Survey in June 1991..
 MQ0394
 MQ0394.The geoid height was determined by GEOID03.
 MQ0394
 MQ0394.The dynamic height is computed by dividing the NAVD 88
 MQ0394.geopotential number by the normal gravity value computed on the
 MQ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0394.degrees latitude (g = 980.6199 gals.).
 MQ0394
 MQ0394.The modeled gravity was interpolated from observed gravity values.
 MQ0394
 MQ0394;                    North         East    Units  Estimated Accuracy
 MQ0394;SPC WYWC     -   111,060.      538,590.      MT  (+/- 180 meters Scaled)
 MQ0394
 MQ0394                          SUPERSEDED SURVEY CONTROL
 MQ0394
 MQ0394.No superseded survey control is available for this station.
 MQ0394
 MQ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL264951(NAD 83)
 MQ0394_MARKER: DB = BENCH MARK DISK
 MQ0394_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0394_SP_SET: ROCK OUTCROP
 MQ0394_STAMPING: E 345 1984
 MQ0394_MARK LOGO: NGS   
 MQ0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0394+STABILITY: POSITION/ELEVATION WELL
 MQ0394
 MQ0394  HISTORY     - Date     Condition        Report By
 MQ0394  HISTORY     - 1984     MONUMENTED       NGS
 MQ0394
 MQ0394                          STATION DESCRIPTION
 MQ0394
 MQ0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0394'3.7 KM (2.3 MI) SW FROM GREEN RIVER.
 MQ0394'3.7 KM (2.3 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0394'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0394'IN GREEN RIVER, 0.8 KM (0.5 MI) SOUTHWEST OF A RUNAWAY ROAD, IN THE
 MQ0394'CENTER OF A 7 BY 9 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 12.0 M
 MQ0394'(39.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.4 M (4.6 FT)
 MQ0394'NORTHEAST OF THE SOUTHWEST END OF THE OUTCROP, AND 1.0 M (3.3 FT)
 MQ0394'SOUTHEAST OF THE NORTHWEST END OF THE OUTCROP.
 MQ0394'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MQ0394'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0407 ***********************************************************************
 MQ0407  DESIGNATION -  E 346
 MQ0407  PID         -  MQ0407
 MQ0407  STATE/COUNTY-  WY/SWEETWATER
 MQ0407  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0407
 MQ0407                         *CURRENT SURVEY CONTROL
 MQ0407  ___________________________________________________________________
 MQ0407* NAD 83(1986)-  41 22 46.     (N)    109 36 31.     (W)     SCALED    
 MQ0407* NAVD 88     -      1846.799  (meters)    6059.04   (feet)  ADJUSTED  
 MQ0407  ___________________________________________________________________
 MQ0407  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 MQ0407  DYNAMIC HT  -        1845.180 (meters)    6053.73  (feet)  COMP
 MQ0407  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 MQ0407
 MQ0407  VERT ORDER  -  FIRST     CLASS II
 MQ0407
 MQ0407.The horizontal coordinates were scaled from a topographic map and have
 MQ0407.an estimated accuracy of +/- 6 seconds.
 MQ0407
 MQ0407.The orthometric height was determined by differential leveling
 MQ0407.and adjusted by the National Geodetic Survey in June 1991..
 MQ0407
 MQ0407.The geoid height was determined by GEOID03.
 MQ0407
 MQ0407.The dynamic height is computed by dividing the NAVD 88
 MQ0407.geopotential number by the normal gravity value computed on the
 MQ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0407.degrees latitude (g = 980.6199 gals.).
 MQ0407
 MQ0407.The modeled gravity was interpolated from observed gravity values.
 MQ0407
 MQ0407;                    North         East    Units  Estimated Accuracy
 MQ0407;SPC WYWC     -    98,010.      528,180.      MT  (+/- 180 meters Scaled)
 MQ0407
 MQ0407                          SUPERSEDED SURVEY CONTROL
 MQ0407
 MQ0407.No superseded survey control is available for this station.
 MQ0407
 MQ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL163818(NAD 83)
 MQ0407_MARKER: DB = BENCH MARK DISK
 MQ0407_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0407_SP_SET: ROCK OUTCROP
 MQ0407_STAMPING: E 346 1984
 MQ0407_MARK LOGO: NGS   
 MQ0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0407+STABILITY: POSITION/ELEVATION WELL
 MQ0407
 MQ0407  HISTORY     - Date     Condition        Report By
 MQ0407  HISTORY     - 1984     MONUMENTED       NGS
 MQ0407
 MQ0407                          STATION DESCRIPTION
 MQ0407
 MQ0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0407'22.3 KM (13.85 MI) SW FROM GREEN RIVER.
 MQ0407'22.3 KM (13.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0407'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0407'IN GREEN RIVER, 0.6 KM (0.35 MI) NORTHEAST OF MILEPOST 15, NEAR THE
 MQ0407'NORTHWEST END OF A ROCK LEDGE ALONG THE NORTHEAST BANK OF THE BLACK
 MQ0407'FORK RIVER, 88.4 M (290.0 FT) EAST OF THE EAST CORNER OF A HIGHWAY
 MQ0407'BRIDGE OVER THE RIVER, 81.1 M (266.1 FT) SOUTHEAST OF THE CENTERLINE
 MQ0407'OF THE HIGHWAY, 12.0 M (39.4 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 MQ0407'LEDGE, AND 2.5 M (8.2 FT) NORTHEAST OF THE SOUTHEAST EDGE OF THE ROCK
 MQ0407'LEDGE.
 MQ0407'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 MQ0407'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0402 ***********************************************************************
 MQ0402  DESIGNATION -  E 348
 MQ0402  PID         -  MQ0402
 MQ0402  STATE/COUNTY-  WY/SWEETWATER
 MQ0402  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0402
 MQ0402                         *CURRENT SURVEY CONTROL
 MQ0402  ___________________________________________________________________
 MQ0402* NAD 83(1986)-  41 25 02.     (N)    109 32 54.     (W)     SCALED    
 MQ0402* NAVD 88     -      2059.235  (meters)    6756.01   (feet)  ADJUSTED  
 MQ0402  ___________________________________________________________________
 MQ0402  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 MQ0402  DYNAMIC HT  -        2057.400 (meters)    6749.99  (feet)  COMP
 MQ0402  MODELED GRAV-     979,658.5   (mgal)                       NAVD 88
 MQ0402
 MQ0402  VERT ORDER  -  FIRST     CLASS II
 MQ0402
 MQ0402.The horizontal coordinates were scaled from a topographic map and have
 MQ0402.an estimated accuracy of +/- 6 seconds.
 MQ0402
 MQ0402.The orthometric height was determined by differential leveling
 MQ0402.and adjusted by the National Geodetic Survey in June 1991..
 MQ0402
 MQ0402.The geoid height was determined by GEOID03.
 MQ0402
 MQ0402.The dynamic height is computed by dividing the NAVD 88
 MQ0402.geopotential number by the normal gravity value computed on the
 MQ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0402.degrees latitude (g = 980.6199 gals.).
 MQ0402
 MQ0402.The modeled gravity was interpolated from observed gravity values.
 MQ0402
 MQ0402;                    North         East    Units  Estimated Accuracy
 MQ0402;SPC WYWC     -   102,160.      533,260.      MT  (+/- 180 meters Scaled)
 MQ0402
 MQ0402                          SUPERSEDED SURVEY CONTROL
 MQ0402
 MQ0402.No superseded survey control is available for this station.
 MQ0402
 MQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL213860(NAD 83)
 MQ0402_MARKER: I = METAL ROD
 MQ0402_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0402+WITH SETTING: INFORMATION.
 MQ0402_SP_SET: SHALLOW-SET METAL ROD
 MQ0402_STAMPING: E 348 1984
 MQ0402_MARK LOGO: NGS   
 MQ0402_PROJECTION: FLUSH
 MQ0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0402_ROD/PIPE-DEPTH: 1.2  meters
 MQ0402
 MQ0402  HISTORY     - Date     Condition        Report By
 MQ0402  HISTORY     - 1984     MONUMENTED       NGS
 MQ0402
 MQ0402                          STATION DESCRIPTION
 MQ0402
 MQ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0402'15.6 KM (9.7 MI) SW FROM GREEN RIVER.
 MQ0402'15.6 KM (9.7 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0402'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0402'IN GREEN RIVER, 1.2 KM (0.75 MI) SOUTHWEST OF A GRAVELED ROAD LEADING
 MQ0402'SOUTH TO LOST DOG, 61.0 M (200.1 FT) SOUTHEAST OF THE CENTERLINE OF
 MQ0402'THE HIGHWAY, AND 39.5 M (129.6 FT) SOUTHWEST OF THE CENTER OF A DRAW.
 MQ0402'NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS
 MQ0402'THROUGH A 5-INCH LOGO CAP.
 MQ0402'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 MQ0402'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0253 ***********************************************************************
 PV0253  DESIGNATION -  E 35
 PV0253  PID         -  PV0253
 PV0253  STATE/COUNTY-  WY/CAMPBELL
 PV0253  USGS QUAD   -  GILLETTE WEST (1971)
 PV0253
 PV0253                         *CURRENT SURVEY CONTROL
 PV0253  ___________________________________________________________________
 PV0253* NAD 83(1986)-  44 16 09.     (N)    105 30 33.     (W)     SCALED    
 PV0253* NAVD 88     -      1383.980  (meters)    4540.61   (feet)  POSTED    
 PV0253  ___________________________________________________________________
 PV0253  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0253  DYNAMIC HT  -        1383.410 (meters)    4538.74  (feet)  COMP
 PV0253  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 PV0253
 PV0253  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PV0253
 PV0253.The horizontal coordinates were scaled from a topographic map and have
 PV0253.an estimated accuracy of +/- 6 seconds.
 PV0253
 PV0253.The orthometric height was determined by differential leveling
 PV0253.and adjusted by the National Geodetic Survey in 1992..
 PV0253.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PV0253.rate of 2.1 thru 3.0 mm/km.
 PV0253
 PV0253.The geoid height was determined by GEOID03.
 PV0253
 PV0253.The dynamic height is computed by dividing the NAVD 88
 PV0253.geopotential number by the normal gravity value computed on the
 PV0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0253.degrees latitude (g = 980.6199 gals.).
 PV0253
 PV0253.The modeled gravity was interpolated from observed gravity values.
 PV0253
 PV0253;                    North         East    Units  Estimated Accuracy
 PV0253;SPC WY E     -   418,710.      172,660.      MT  (+/- 180 meters Scaled)
 PV0253
 PV0253                          SUPERSEDED SURVEY CONTROL
 PV0253
 PV0253  NGVD 29 (??/??/92) 1383.318  (m)         4538.44   (f) ADJ UNCH    1 2
 PV0253
 PV0253.Superseded values are not recommended for survey control.
 PV0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0253.See file dsdata.txt to determine how the superseded data were derived.
 PV0253
 PV0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK593018(NAD 83)
 PV0253_MARKER: DB = BENCH MARK DISK
 PV0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0253_STAMPING: E 35 1933
 PV0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0253+STABILITY: SURFACE MOTION
 PV0253
 PV0253  HISTORY     - Date     Condition        Report By
 PV0253  HISTORY     - 1933     MONUMENTED       CGS
 PV0253  HISTORY     - 1957     GOOD             NGS
 PV0253  HISTORY     - 1971     MARK NOT FOUND   USGS
 PV0253  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0253
 PV0253                          STATION DESCRIPTION
 PV0253
 PV0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0253'2.1 MI SW FROM GILLETTE.
 PV0253'ABOUT 0.25 MILE SOUTH ALONG GILLETTE AVENUE FROM THE CHICAGO,
 PV0253'BURLINGTON AND QUINCY RAILROAD STATION AT GILLETTE, THENCE 0.35
 PV0253'MILE WEST ALONG WEST FORTH STREET, THENCE 1.5 MILE SOUTH ALONG
 PV0253'OLD STATE HIGHWAY 316, AT A ROAD JUNCTION, 53 FEET EAST OF THE
 PV0253'CENTER LINE OF THE OLD ROAD, 43 FEET NORTH OF THE CENTER LINE
 PV0253'OF THE ROAD EAST, 3 FEET WEST OF A FENCE AND IN THE TOP OF A
 PV0253'CONCRETE POST PROJECTING 6 INCHES.
 PV0253
 PV0253                          STATION RECOVERY (1971)
 PV0253
 PV0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PV0253'MARK NOT FOUND.
 PV0253
 PV0253                          STATION RECOVERY (1985)
 PV0253
 PV0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0253'NOT RECOVERED.  AREA DESCRIBED HAS COMPLETELY CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0372 ***********************************************************************
 PV0372  DESIGNATION -  E 353
 PV0372  PID         -  PV0372
 PV0372  STATE/COUNTY-  WY/CAMPBELL
 PV0372  USGS QUAD   -  NIPPLE BUTTE (1972)
 PV0372
 PV0372                         *CURRENT SURVEY CONTROL
 PV0372  ___________________________________________________________________
 PV0372* NAD 83(1986)-  44 55 34.     (N)    105 22 07.     (W)     SCALED    
 PV0372* NAVD 88     -      1063.241  (meters)    3488.32   (feet)  ADJUSTED  
 PV0372  ___________________________________________________________________
 PV0372  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 PV0372  DYNAMIC HT  -        1062.926 (meters)    3487.28  (feet)  COMP
 PV0372  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 PV0372
 PV0372  VERT ORDER  -  FIRST     CLASS II
 PV0372
 PV0372.The horizontal coordinates were scaled from a topographic map and have
 PV0372.an estimated accuracy of +/- 6 seconds.
 PV0372
 PV0372.The orthometric height was determined by differential leveling
 PV0372.and adjusted by the National Geodetic Survey in June 1991..
 PV0372
 PV0372.The geoid height was determined by GEOID03.
 PV0372
 PV0372.The dynamic height is computed by dividing the NAVD 88
 PV0372.geopotential number by the normal gravity value computed on the
 PV0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0372.degrees latitude (g = 980.6199 gals.).
 PV0372
 PV0372.The modeled gravity was interpolated from observed gravity values.
 PV0372
 PV0372;                    North         East    Units  Estimated Accuracy
 PV0372;SPC WY E     -   491,670.      184,060.      MT  (+/- 180 meters Scaled)
 PV0372
 PV0372                          SUPERSEDED SURVEY CONTROL
 PV0372
 PV0372.No superseded survey control is available for this station.
 PV0372
 PV0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK709748(NAD 83)
 PV0372_MARKER: I = METAL ROD
 PV0372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0372_SP_SET: STAINLESS STEEL ROD
 PV0372_STAMPING: E 353 1985
 PV0372_MARK LOGO: NGS   
 PV0372_PROJECTION: FLUSH
 PV0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0372_ROD/PIPE-DEPTH: 6.1  meters
 PV0372
 PV0372  HISTORY     - Date     Condition        Report By
 PV0372  HISTORY     - 1985     MONUMENTED       NGS
 PV0372
 PV0372                          STATION DESCRIPTION
 PV0372
 PV0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0372'21.0 KM (13.05 MI) SOUTH FROM BIDDLE MONTANA.
 PV0372'21.0 KM (13.1 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0372'SCHOOL AT BIDDLE MONTANA, 9.55 KM (5.95 MI) NORTH OF THE LITTLE POWDER
 PV0372'RIVER SCHOOL, IN THE NORTHWEST CORNER OF THE T JUNCTION OF OLMSTEAD
 PV0372'ROAD, 0.1 KM (0.05 MI) SOUTH OF MILEPOST 165, 29.4 METERS (96.5 FT)
 PV0372'WEST OF THE HIGHWAY CENTERLINE, 24.7 METERS (81 FT) NORTH OF THE
 PV0372'CENTER OF THE ROAD, 22.6 METERS (74 FT) SOUTH OF A POWER POLE AND
 PV0372'0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 PV0372'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0372'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 PV0372'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0349 ***********************************************************************
 PV0349  DESIGNATION -  E 354
 PV0349  PID         -  PV0349
 PV0349  STATE/COUNTY-  WY/CAMPBELL
 PV0349  USGS QUAD   -  APPEL BUTTE (1971)
 PV0349
 PV0349                         *CURRENT SURVEY CONTROL
 PV0349  ___________________________________________________________________
 PV0349* NAD 83(1986)-  44 14 05.     (N)    105 33 31.     (W)     SCALED    
 PV0349* NAVD 88     -      1424.382  (meters)    4673.16   (feet)  ADJUSTED  
 PV0349  ___________________________________________________________________
 PV0349  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 PV0349  DYNAMIC HT  -        1423.774 (meters)    4671.17  (feet)  COMP
 PV0349  MODELED GRAV-     980,141.3   (mgal)                       NAVD 88
 PV0349
 PV0349  VERT ORDER  -  FIRST     CLASS II
 PV0349
 PV0349.The horizontal coordinates were scaled from a topographic map and have
 PV0349.an estimated accuracy of +/- 6 seconds.
 PV0349
 PV0349.The orthometric height was determined by differential leveling
 PV0349.and adjusted by the National Geodetic Survey in June 1991..
 PV0349
 PV0349.The geoid height was determined by GEOID03.
 PV0349
 PV0349.The dynamic height is computed by dividing the NAVD 88
 PV0349.geopotential number by the normal gravity value computed on the
 PV0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0349.degrees latitude (g = 980.6199 gals.).
 PV0349
 PV0349.The modeled gravity was interpolated from observed gravity values.
 PV0349
 PV0349;                    North         East    Units  Estimated Accuracy
 PV0349;SPC WY E     -   414,900.      168,690.      MT  (+/- 180 meters Scaled)
 PV0349
 PV0349                          SUPERSEDED SURVEY CONTROL
 PV0349
 PV0349.No superseded survey control is available for this station.
 PV0349
 PV0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ553980(NAD 83)
 PV0349_MARKER: I = METAL ROD
 PV0349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0349_SP_SET: STAINLESS STEEL ROD
 PV0349_STAMPING: E 354 1985
 PV0349_MARK LOGO: NGS   
 PV0349_PROJECTION: FLUSH
 PV0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0349_ROD/PIPE-DEPTH: 9.4  meters
 PV0349
 PV0349  HISTORY     - Date     Condition        Report By
 PV0349  HISTORY     - 1985     MONUMENTED       NGS
 PV0349
 PV0349                          STATION DESCRIPTION
 PV0349
 PV0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0349'7.4 KM (4.6 MI) SW FROM GILLETTE.
 PV0349'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0349'IN GILLETTE, THENCE 2.11 KM (1.31 MI) SOUTHWEST ALONG STATE HIGHWAY
 PV0349'50, AT A FENCE T JUNCTION, 0.28 KM (0.17 MI) SOUTHWEST OF THE T
 PV0349'JUNCTION OF A PAVED DRIVE LEADING NORTHWEST TO A RANCH, 0.30 KM (0.19
 PV0349'MI) NORTHEAST OF MILEPOST 6, 22.1 METERS (72.5 FT) NORTHWEST OF THE
 PV0349'HIGHWAY CENTERLINE, 30.5 METERS (100 FT) SOUTHWEST OF A POWER POLE,
 PV0349'7.6 METERS (25 FT) NORTHWEST OF A CURVE WARNING SIGN AND 0.5 METER
 PV0349'(1.5 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE. NOTE--ACCESS TO DATUM
 PV0349'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0349'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0349'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0300 ***********************************************************************
 OU0300  DESIGNATION -  E 355
 OU0300  PID         -  OU0300
 OU0300  STATE/COUNTY-  WY/CAMPBELL
 OU0300  USGS QUAD   -  SAVAGETON (1973)
 OU0300
 OU0300                         *CURRENT SURVEY CONTROL
 OU0300  ___________________________________________________________________
 OU0300* NAD 83(1986)-  43 52 26.     (N)    105 47 06.     (W)     SCALED    
 OU0300* NAVD 88     -      1570.322  (meters)    5151.96   (feet)  ADJUSTED  
 OU0300  ___________________________________________________________________
 OU0300  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0300  DYNAMIC HT  -        1569.503 (meters)    5149.28  (feet)  COMP
 OU0300  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 OU0300
 OU0300  VERT ORDER  -  FIRST     CLASS II
 OU0300
 OU0300.The horizontal coordinates were scaled from a topographic map and have
 OU0300.an estimated accuracy of +/- 6 seconds.
 OU0300
 OU0300.The orthometric height was determined by differential leveling
 OU0300.and adjusted by the National Geodetic Survey in June 1991..
 OU0300
 OU0300.The geoid height was determined by GEOID03.
 OU0300
 OU0300.The dynamic height is computed by dividing the NAVD 88
 OU0300.geopotential number by the normal gravity value computed on the
 OU0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0300.degrees latitude (g = 980.6199 gals.).
 OU0300
 OU0300.The modeled gravity was interpolated from observed gravity values.
 OU0300
 OU0300;                    North         East    Units  Estimated Accuracy
 OU0300;SPC WY E     -   374,920.      150,300.      MT  (+/- 180 meters Scaled)
 OU0300
 OU0300                          SUPERSEDED SURVEY CONTROL
 OU0300
 OU0300  NGVD 29 (06/08/92) 1569.521  (m)         5149.34   (f) ADJUSTED    1 2
 OU0300
 OU0300.Superseded values are not recommended for survey control.
 OU0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0300.See file dsdata.txt to determine how the superseded data were derived.
 OU0300
 OU0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ369581(NAD 83)
 OU0300_MARKER: I = METAL ROD
 OU0300_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0300+WITH SETTING: INFORMATION.
 OU0300_SP_SET: SHALLOW-SET METAL ROD
 OU0300_STAMPING: E 355 1985
 OU0300_MARK LOGO: NGS   
 OU0300_PROJECTION: FLUSH
 OU0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0300_ROD/PIPE-DEPTH: 3.0  meters
 OU0300
 OU0300  HISTORY     - Date     Condition        Report By
 OU0300  HISTORY     - 1985     MONUMENTED       NGS
 OU0300
 OU0300                          STATION DESCRIPTION
 OU0300
 OU0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0300'0.9 KM (0.55 MI) NORTH FROM SAVAGETON.
 OU0300'0.9 KM (0.55 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0300'SAVAGETON ROAD AT SAVAGETON, AT AN ANGLE IRON BRACE IN THE RIGHT OF
 OU0300'WAY FENCE, ON TOP OF THE NORTHEAST END OF A LOW CUT, 29.9 METERS (98
 OU0300'FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 51.2 METERS (168 FT)
 OU0300'SOUTHWEST OF THE EXTENDED CENTER OF A DIRT ROAD LEADING NORTHWEST,
 OU0300'0.6 METER (2 FT) WEST-SOUTHWEST OF THE BRACE IN THE FENCE AND 0.3
 OU0300'METER (1 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 OU0300'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0300'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 OU0300'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0324 ***********************************************************************
 OU0324  DESIGNATION -  E 356
 OU0324  PID         -  OU0324
 OU0324  STATE/COUNTY-  WY/CAMPBELL
 OU0324  USGS QUAD   -  ARTESIAN DRAW (1954)
 OU0324
 OU0324                         *CURRENT SURVEY CONTROL
 OU0324  ___________________________________________________________________
 OU0324* NAD 83(1986)-  43 33 37.     (N)    105 57 00.     (W)     SCALED    
 OU0324* NAVD 88     -      1594.969  (meters)    5232.83   (feet)  ADJUSTED  
 OU0324  ___________________________________________________________________
 OU0324  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 OU0324  DYNAMIC HT  -        1594.044 (meters)    5229.79  (feet)  COMP
 OU0324  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 OU0324
 OU0324  VERT ORDER  -  FIRST     CLASS II
 OU0324
 OU0324.The horizontal coordinates were scaled from a topographic map and have
 OU0324.an estimated accuracy of +/- 6 seconds.
 OU0324
 OU0324.The orthometric height was determined by differential leveling
 OU0324.and adjusted by the National Geodetic Survey in June 1991..
 OU0324
 OU0324.The geoid height was determined by GEOID03.
 OU0324
 OU0324.The dynamic height is computed by dividing the NAVD 88
 OU0324.geopotential number by the normal gravity value computed on the
 OU0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0324.degrees latitude (g = 980.6199 gals.).
 OU0324
 OU0324.The modeled gravity was interpolated from observed gravity values.
 OU0324
 OU0324;                    North         East    Units  Estimated Accuracy
 OU0324;SPC WY E     -   340,190.      136,710.      MT  (+/- 180 meters Scaled)
 OU0324
 OU0324                          SUPERSEDED SURVEY CONTROL
 OU0324
 OU0324  NGVD 29 (06/08/92) 1594.116  (m)         5230.03   (f) ADJUSTED    1 2
 OU0324
 OU0324.Superseded values are not recommended for survey control.
 OU0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0324.See file dsdata.txt to determine how the superseded data were derived.
 OU0324
 OU0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ232234(NAD 83)
 OU0324_MARKER: I = METAL ROD
 OU0324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0324_SP_SET: STAINLESS STEEL ROD
 OU0324_STAMPING: E 356 1985
 OU0324_MARK LOGO: NGS   
 OU0324_PROJECTION: FLUSH
 OU0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0324_ROD/PIPE-DEPTH: 4.6  meters
 OU0324
 OU0324  HISTORY     - Date     Condition        Report By
 OU0324  HISTORY     - 1985     MONUMENTED       NGS
 OU0324
 OU0324                          STATION DESCRIPTION
 OU0324
 OU0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0324'15.6 KM (9.7 MI) SW FROM PINE TREE JUNCTION.
 OU0324'15.61 KM (9.70 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM PINE TREE
 OU0324'JUNCTION, IN THE NORTH CORNER OF THE T JUNCTION OF A FIELD ACCESS ROAD
 OU0324'LEADING NORTHEAST, 0.63 KM (0.39 MI) WEST OF MILEPOST 123, 37.2 METERS
 OU0324'(122 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 32.9 METERS (108 FT)
 OU0324'WEST OF THE NORTH END OF A 18-INCH PIPE CULVERT, 13.1 METERS (43 FT)
 OU0324'NORHTWEST OF THE CENTER OF THE ROAD AND 0.3 METER (1 FT) SOUTHWEST OF
 OU0324'THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OU0324'5-INCH LOGO CAP.
 OU0324'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 OU0324'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0397 ***********************************************************************
 PV0397  DESIGNATION -  E 357
 PV0397  PID         -  PV0397
 PV0397  STATE/COUNTY-  WY/CAMPBELL
 PV0397  USGS QUAD   -  MOYER SPRINGS (1971)
 PV0397
 PV0397                         *CURRENT SURVEY CONTROL
 PV0397  ___________________________________________________________________
 PV0397* NAD 83(1986)-  44 22 50.     (N)    105 28 38.     (W)     SCALED    
 PV0397* NAVD 88     -      1326.646  (meters)    4352.50   (feet)  ADJUSTED  
 PV0397  ___________________________________________________________________
 PV0397  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0397  DYNAMIC HT  -        1326.128 (meters)    4350.80  (feet)  COMP
 PV0397  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 PV0397
 PV0397  VERT ORDER  -  FIRST     CLASS II
 PV0397
 PV0397.The horizontal coordinates were scaled from a topographic map and have
 PV0397.an estimated accuracy of +/- 6 seconds.
 PV0397
 PV0397.The orthometric height was determined by differential leveling
 PV0397.and adjusted by the National Geodetic Survey in June 1991..
 PV0397
 PV0397.The geoid height was determined by GEOID03.
 PV0397
 PV0397.The dynamic height is computed by dividing the NAVD 88
 PV0397.geopotential number by the normal gravity value computed on the
 PV0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0397.degrees latitude (g = 980.6199 gals.).
 PV0397
 PV0397.The modeled gravity was interpolated from observed gravity values.
 PV0397
 PV0397;                    North         East    Units  Estimated Accuracy
 PV0397;SPC WY E     -   431,080.      175,250.      MT  (+/- 180 meters Scaled)
 PV0397
 PV0397                          SUPERSEDED SURVEY CONTROL
 PV0397
 PV0397.No superseded survey control is available for this station.
 PV0397
 PV0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK619142(NAD 83)
 PV0397_MARKER: I = METAL ROD
 PV0397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0397_SP_SET: STAINLESS STEEL ROD
 PV0397_STAMPING: E 357 1985
 PV0397_MARK LOGO: NGS   
 PV0397_PROJECTION: FLUSH
 PV0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0397+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 PV0397_ROD/PIPE-DEPTH: 13.4 meters
 PV0397
 PV0397  HISTORY     - Date     Condition        Report By
 PV0397  HISTORY     - 1985     MONUMENTED       NGS
 PV0397  HISTORY     - 20050628 GOOD             INDIV
 PV0397
 PV0397                          STATION DESCRIPTION
 PV0397
 PV0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0397'15.0 KM (9.3 MI) NORTH FROM GILLETTE.
 PV0397'14.95 KM (9.29 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0397'GILLETTE AVENUE AT GILLETTE, ON THE NORTHEAST SLOPE OF A HILL, 0.73 KM
 PV0397'(0.45 MI) SOUTH OF THE SOUTH END OF A BRIDGE OVER A RAILROAD, 0.23 KM
 PV0397'(0.14 MI) NORTH OF MILEPOST 122, 29.6 METERS (97 FT) WEST OF THE
 PV0397'HIGHWAY CENTERLINE, 33.2 METERS (109 FT) SOUTH OF THE SOUTH BRACED
 PV0397'ANGLE IRON POST FOR A WIRE GATE IN THE RIGHT OF WAY FENCE AND 0.3
 PV0397'METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM
 PV0397'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0397'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PV0397'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PV0397
 PV0397                          STATION RECOVERY (2005)
 PV0397
 PV0397'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (AWE)
 PV0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0405 ***********************************************************************
 PV0405  DESIGNATION -  E 358
 PV0405  PID         -  PV0405
 PV0405  STATE/COUNTY-  WY/CAMPBELL
 PV0405  USGS QUAD   -  GILLETTE EAST (1971)
 PV0405
 PV0405                         *CURRENT SURVEY CONTROL
 PV0405  ___________________________________________________________________
 PV0405* NAD 83(1986)-  44 17 01.     (N)    105 25 36.     (W)     SCALED    
 PV0405* NAVD 88     -      1362.854  (meters)    4471.30   (feet)  ADJUSTED  
 PV0405  ___________________________________________________________________
 PV0405  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PV0405  DYNAMIC HT  -        1362.309 (meters)    4469.51  (feet)  COMP
 PV0405  MODELED GRAV-     980,170.0   (mgal)                       NAVD 88
 PV0405
 PV0405  VERT ORDER  -  FIRST     CLASS II
 PV0405
 PV0405.The horizontal coordinates were scaled from a topographic map and have
 PV0405.an estimated accuracy of +/- 6 seconds.
 PV0405
 PV0405.The orthometric height was determined by differential leveling
 PV0405.and adjusted by the National Geodetic Survey in June 1991..
 PV0405
 PV0405.The geoid height was determined by GEOID03.
 PV0405
 PV0405.The dynamic height is computed by dividing the NAVD 88
 PV0405.geopotential number by the normal gravity value computed on the
 PV0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0405.degrees latitude (g = 980.6199 gals.).
 PV0405
 PV0405.The modeled gravity was interpolated from observed gravity values.
 PV0405
 PV0405;                    North         East    Units  Estimated Accuracy
 PV0405;SPC WY E     -   420,290.      179,250.      MT  (+/- 180 meters Scaled)
 PV0405
 PV0405                          SUPERSEDED SURVEY CONTROL
 PV0405
 PV0405.No superseded survey control is available for this station.
 PV0405
 PV0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK659034(NAD 83)
 PV0405_MARKER: I = METAL ROD
 PV0405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0405_SP_SET: STAINLESS STEEL ROD
 PV0405_STAMPING: E 358 1985
 PV0405_MARK LOGO: NGS   
 PV0405_PROJECTION: FLUSH
 PV0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0405_ROD/PIPE-DEPTH: 5.5  meters
 PV0405
 PV0405  HISTORY     - Date     Condition        Report By
 PV0405  HISTORY     - 1985     MONUMENTED       NGS
 PV0405
 PV0405                          STATION DESCRIPTION
 PV0405
 PV0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0405'6.3 KM (3.9 MI) EAST FROM GILLETTE.
 PV0405'6.34 KM (3.94 MI) EAST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0405'FROM THE JUNCTION OF GILLETTE AVENUE AT GILLETTE, ON THE WEST EDGE OF
 PV0405'A RAVINE, 0.24 KM (0.15 MI) EAST OF THE T JUNCTION OF A GRAVEL ROAD
 PV0405'LEADING SOUTH TO THE FOX PARK SUB-DIVISION, 0.59 KM (0.37 MI) WEST OF
 PV0405'MILEPOST 130, 29.4 METERS (96.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 PV0405'60.7 METERS (199 FT) SOUTHWEST OF THE SOUTH END OF A 36-INCH CONCRETE
 PV0405'PIPE CULVERT, 0.6 METER (2 FT) WEST OF A 5-FOOT TALL GILLETTE WATER
 PV0405'DEPARTMENT PIPE REFERENCE MARK 340+25 AND 0.3 METER (1 FT) NORTH OF A
 PV0405'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PV0405'5-INCH LOGO CAP.
 PV0405'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PV0405'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0177 ***********************************************************************
 PV0177  DESIGNATION -  E 36
 PV0177  PID         -  PV0177
 PV0177  STATE/COUNTY-  WY/CAMPBELL
 PV0177  USGS QUAD   -  NIPPLE BUTTE (1972)
 PV0177
 PV0177                         *CURRENT SURVEY CONTROL
 PV0177  ___________________________________________________________________
 PV0177* NAD 83(1986)-  44 52 49.     (N)    105 22 29.     (W)     SCALED    
 PV0177* NAVD 88     -      1067.534  (meters)    3502.40   (feet)  ADJUSTED  
 PV0177  ___________________________________________________________________
 PV0177  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 PV0177  DYNAMIC HT  -        1067.209 (meters)    3501.33  (feet)  COMP
 PV0177  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 PV0177  OBS GRAVITY -     980,275.2   (mgal)                       GRAV_OBS
 PV0177
 PV0177  VERT ORDER  -  FIRST     CLASS II
 PV0177
 PV0177.The horizontal coordinates were scaled from a topographic map and have
 PV0177.an estimated accuracy of +/- 6 seconds.
 PV0177
 PV0177.The orthometric height was determined by differential leveling
 PV0177.and adjusted by the National Geodetic Survey in June 1991..
 PV0177
 PV0177.The geoid height was determined by GEOID03.
 PV0177
 PV0177.The dynamic height is computed by dividing the NAVD 88
 PV0177.geopotential number by the normal gravity value computed on the
 PV0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0177.degrees latitude (g = 980.6199 gals.).
 PV0177
 PV0177.The modeled gravity was interpolated from observed gravity values.
 PV0177.The observed gravity was obtained from relative gravimeter ties
 PV0177.to the IGSN71 gravity network.
 PV0177
 PV0177;                    North         East    Units  Estimated Accuracy
 PV0177;SPC WY E     -   486,580.      183,560.      MT  (+/- 180 meters Scaled)
 PV0177
 PV0177                          SUPERSEDED SURVEY CONTROL
 PV0177
 PV0177  NGVD 29 (??/??/92) 1066.889  (m)         3500.28   (f) ADJ UNCH    1 2
 PV0177
 PV0177.Superseded values are not recommended for survey control.
 PV0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0177.See file dsdata.txt to determine how the superseded data were derived.
 PV0177
 PV0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK704697(NAD 83)
 PV0177_MARKER: DB = BENCH MARK DISK
 PV0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0177_SP_SET: CONCRETE POST
 PV0177_STAMPING: E 36 1933
 PV0177_MARK LOGO: CGS   
 PV0177_PROJECTION: PROJECTING 40 CENTIMETERS
 PV0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0177+STABILITY: SURFACE MOTION
 PV0177
 PV0177  HISTORY     - Date     Condition        Report By
 PV0177  HISTORY     - 1933     MONUMENTED       CGS
 PV0177  HISTORY     - 1972     GOOD             USGS
 PV0177  HISTORY     - 1972     GOOD             NGS
 PV0177  HISTORY     - 1985     POOR             NGS
 PV0177
 PV0177                          STATION DESCRIPTION
 PV0177
 PV0177'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 PV0177'45.1 MI N FROM GILLETTE.
 PV0177'GILLETTE, WYO., CB AND Q R.R. STA., THENCE NORTH ALONG WYO. ST.
 PV0177'HWY 59 47.5 MILES.  JUNC. WYO. ST. HWY 59 AND ELK CR. RD., 5.9
 PV0177'MILES NORTH OF TO EAST-WEST FENCE.  IN BORROW PIT 48 FT. EAST OF
 PV0177'CENTER LINE OF HWY., 103 FEET SOUTH AND 52 FEET WEST OF ROW FENCE
 PV0177'CORNER.  A STANDARD DISK STAMPED E 36 1933 AND SET IN THE TOP OF
 PV0177'A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 PV0177
 PV0177                          STATION RECOVERY (1972)
 PV0177
 PV0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PV0177'RECOVERED IN GOOD CONDITION.
 PV0177
 PV0177                          STATION RECOVERY (1985)
 PV0177
 PV0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0177'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  26.15 KM
 PV0177'(16.35 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY IN SCHOOL
 PV0177'BIDDLE MONTANA, 0.45 KM (0.3 MI) SOUTH OF MILEPOST 162, 14.6 METERS
 PV0177'(48 FT) EAST OF THE HIGHWAY CENTERLINE, 36.0 METERS (118 FT) SOUTH OF
 PV0177'A FENCE T JUNCTION AND 16.2 METERS (53 FT) WEST OF THE RIGHT OF WAY
 PV0177'FENCE.  NOTE--MARK IS LOOSE AND ITS ELEVATION SHOULD BE USED WITH
 PV0177'CAUTION.
 PV0177'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 PV0177'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0299 ***********************************************************************
 OV0299  DESIGNATION -  E 360
 OV0299  PID         -  OV0299
 OV0299  STATE/COUNTY-  WY/NATRONA
 OV0299  USGS QUAD   -  SALT CREEK (1978)
 OV0299
 OV0299                         *CURRENT SURVEY CONTROL
 OV0299  ___________________________________________________________________
 OV0299* NAD 83(1986)-  43 19 17.     (N)    106 15 15.     (W)     SCALED    
 OV0299* NAVD 88     -      1551.541  (meters)    5090.35   (feet)  ADJUSTED  
 OV0299  ___________________________________________________________________
 OV0299  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 OV0299  DYNAMIC HT  -        1550.656 (meters)    5087.44  (feet)  COMP
 OV0299  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 OV0299
 OV0299  VERT ORDER  -  FIRST     CLASS II
 OV0299
 OV0299.The horizontal coordinates were scaled from a topographic map and have
 OV0299.an estimated accuracy of +/- 6 seconds.
 OV0299
 OV0299.The orthometric height was determined by differential leveling
 OV0299.and adjusted by the National Geodetic Survey in June 1991..
 OV0299
 OV0299.The geoid height was determined by GEOID03.
 OV0299
 OV0299.The dynamic height is computed by dividing the NAVD 88
 OV0299.geopotential number by the normal gravity value computed on the
 OV0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0299.degrees latitude (g = 980.6199 gals.).
 OV0299
 OV0299.The modeled gravity was interpolated from observed gravity values.
 OV0299
 OV0299;                    North         East    Units  Estimated Accuracy
 OV0299;SPC WYEC     -   413,920.      487,530.      MT  (+/- 180 meters Scaled)
 OV0299
 OV0299                          SUPERSEDED SURVEY CONTROL
 OV0299
 OV0299  NGVD 29 (06/08/92) 1550.712  (m)         5087.63   (f) ADJUSTED    1 2
 OV0299
 OV0299.Superseded values are not recommended for survey control.
 OV0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0299.See file dsdata.txt to determine how the superseded data were derived.
 OV0299
 OV0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH983972(NAD 83)
 OV0299_MARKER: I = METAL ROD
 OV0299_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0299_SP_SET: STAINLESS STEEL ROD
 OV0299_STAMPING: E 360 1985
 OV0299_MARK LOGO: NGS   
 OV0299_PROJECTION: FLUSH
 OV0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0299_ROD/PIPE-DEPTH: 3.7  meters
 OV0299
 OV0299  HISTORY     - Date     Condition        Report By
 OV0299  HISTORY     - 1985     MONUMENTED       NGS
 OV0299
 OV0299                          STATION DESCRIPTION
 OV0299
 OV0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0299'10.1 KM (6.3 MI) SOUTH FROM MIDWEST.
 OV0299'10.06 KM (6.25 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0299'STATE HIGHWAY 387 AT MIDWEST, ON THE TOP OF THE NORTH END OF A LONG
 OV0299'TALL CUT, 0.46 KM (0.29 MI) NORTH OF THE Y JUNCTION OF A GRAVEL ROAD
 OV0299'LEADING NORTHEAST TO THE NAVAL PETROLEUM RESERVE NUMBER 3, 54.6 METERS
 OV0299'(179 FT) WEST OF THE HIGHWAY CENTERLINE, 64.0 METERS (210 FT)
 OV0299'WEST-SOUTHWEST OF MILEPOST 22 AND 0.3 METER (1 FT) EAST OF THE RIGHT
 OV0299'OF WAY FENCE.
 OV0299'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OV0299'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0435 ***********************************************************************
 PV0435  DESIGNATION -  E 361
 PV0435  PID         -  PV0435
 PV0435  STATE/COUNTY-  WY/WESTON
 PV0435  USGS QUAD   -  UPTON WEST (1984)
 PV0435
 PV0435                         *CURRENT SURVEY CONTROL
 PV0435  ___________________________________________________________________
 PV0435* NAD 83(1986)-  44 06 34.     (N)    104 38 51.     (W)     SCALED    
 PV0435* NAVD 88     -      1289.634  (meters)    4231.07   (feet)  ADJUSTED  
 PV0435  ___________________________________________________________________
 PV0435  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 PV0435  DYNAMIC HT  -        1289.109 (meters)    4229.35  (feet)  COMP
 PV0435  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 PV0435
 PV0435  VERT ORDER  -  FIRST     CLASS II
 PV0435
 PV0435.The horizontal coordinates were scaled from a topographic map and have
 PV0435.an estimated accuracy of +/- 6 seconds.
 PV0435
 PV0435.The orthometric height was determined by differential leveling
 PV0435.and adjusted by the National Geodetic Survey in June 1991..
 PV0435
 PV0435.The geoid height was determined by GEOID03.
 PV0435
 PV0435.The dynamic height is computed by dividing the NAVD 88
 PV0435.geopotential number by the normal gravity value computed on the
 PV0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0435.degrees latitude (g = 980.6199 gals.).
 PV0435
 PV0435.The modeled gravity was interpolated from observed gravity values.
 PV0435
 PV0435;                    North         East    Units  Estimated Accuracy
 PV0435;SPC WY E     -   401,040.      241,560.      MT  (+/- 180 meters Scaled)
 PV0435
 PV0435                          SUPERSEDED SURVEY CONTROL
 PV0435
 PV0435.No superseded survey control is available for this station.
 PV0435
 PV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ282840(NAD 83)
 PV0435_MARKER: I = METAL ROD
 PV0435_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0435+WITH SETTING: INFORMATION.
 PV0435_SP_SET: SHALLOW-SET METAL ROD
 PV0435_STAMPING: E 361 1985
 PV0435_MARK LOGO: NGS   
 PV0435_PROJECTION: FLUSH
 PV0435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PV0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0435_ROD/PIPE-DEPTH: 1.2  meters
 PV0435
 PV0435  HISTORY     - Date     Condition        Report By
 PV0435  HISTORY     - 1985     MONUMENTED       NGS
 PV0435  HISTORY     - 19991025 GOOD             WYDT
 PV0435
 PV0435                          STATION DESCRIPTION
 PV0435
 PV0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0435'2.0 KM (1.25 MI) NW FROM UPTON.
 PV0435'2.0 KM (1.25 MI) NORTHWEST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0435'UPTON, AT TWO POWER LINES CROSSING THE HIGHWAY, 0.5 KM (0.3 MI)
 PV0435'NORTHWEST OF MILEPOST 19, 29.9 METERS (98 FT) SOUTHWEST OF THE HIGHWAY
 PV0435'CENTERLINE, 12.2 METERS (40 FT) SOUTHEAST OF THE SOUTH POLE OF THE
 PV0435'WESTERN POWER LINE CROSSING, 6.1 METERS (20 FT) SOUTHEAST OF THE
 PV0435'SOUTHEAST END OF A WIRE GATE AND 0.3 METER (1 FT) NORTHEAST OF THE
 PV0435'RIGHT OF WAY FENCE.  ROD SET TO 4-FOOT ANCHORED REFUSAL.  NOTE--ACCESS
 PV0435'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0435'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PV0435'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PV0435
 PV0435                          STATION RECOVERY (1999)
 PV0435
 PV0435'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (RDR)
 PV0435'FOUND AS DESCRIBED WITH THIS CORRECTION- MILEPOSTS IN THE DESCRIPTION
 PV0435'IS IN THE 200 SERIES.  POINT AT HIGHWAY MILEPOST 218.7.  LATITUDE AND
 PV0435'LONGITUDE ARE FROM A HAND HELD GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0343 ***********************************************************************
 OU0343  DESIGNATION -  E 362
 OU0343  PID         -  OU0343
 OU0343  STATE/COUNTY-  WY/WESTON
 OU0343  USGS QUAD   -  NEWCASTLE (1979)
 OU0343
 OU0343                         *CURRENT SURVEY CONTROL
 OU0343  ___________________________________________________________________
 OU0343* NAD 83(1986)-  43 49 39.     (N)    104 10 02.     (W)     SCALED    
 OU0343* NAVD 88     -      1310.454  (meters)    4299.38   (feet)  ADJUSTED  
 OU0343  ___________________________________________________________________
 OU0343  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 OU0343  DYNAMIC HT  -        1309.867 (meters)    4297.46  (feet)  COMP
 OU0343  MODELED GRAV-     980,124.8   (mgal)                       NAVD 88
 OU0343
 OU0343  VERT ORDER  -  FIRST     CLASS II
 OU0343
 OU0343.The horizontal coordinates were scaled from a topographic map and have
 OU0343.an estimated accuracy of +/- 6 seconds.
 OU0343
 OU0343.The orthometric height was determined by differential leveling
 OU0343.and adjusted by the National Geodetic Survey in October 1997..
 OU0343
 OU0343.The geoid height was determined by GEOID03.
 OU0343
 OU0343.The dynamic height is computed by dividing the NAVD 88
 OU0343.geopotential number by the normal gravity value computed on the
 OU0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0343.degrees latitude (g = 980.6199 gals.).
 OU0343
 OU0343.The modeled gravity was interpolated from observed gravity values.
 OU0343
 OU0343;                    North         East    Units  Estimated Accuracy
 OU0343;SPC WY E     -   370,070.      280,390.      MT  (+/- 180 meters Scaled)
 OU0343
 OU0343                          SUPERSEDED SURVEY CONTROL
 OU0343
 OU0343  NAVD 88 (06/15/91) 1310.473  (m)         4299.44   (f) UNKNOWN     1 2
 OU0343
 OU0343.Superseded values are not recommended for survey control.
 OU0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0343.See file dsdata.txt to determine how the superseded data were derived.
 OU0343
 OU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ669530(NAD 83)
 OU0343_MARKER: I = METAL ROD
 OU0343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0343_SP_SET: STAINLESS STEEL ROD
 OU0343_STAMPING: E 362 1985
 OU0343_MARK LOGO: NGS   
 OU0343_PROJECTION: FLUSH
 OU0343_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0343+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 OU0343_ROD/PIPE-DEPTH: 3.3  meters
 OU0343
 OU0343  HISTORY     - Date     Condition        Report By
 OU0343  HISTORY     - 1985     MONUMENTED       NGS
 OU0343  HISTORY     - 19950418 GOOD             NGS
 OU0343
 OU0343                          STATION DESCRIPTION
 OU0343
 OU0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0343'2.9 KM (1.8 MI) SE FROM NEWCASTLE.
 OU0343'2.9 KM (1.8 MI) SOUTHEAST ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0343'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0343'NEWCASTLE, IN THE SOUTHWEST CORNER OF A DIRT ACCESS ROAD LEADING TO
 OU0343'THE RAILROAD, 45.7 METERS (150 FT) WEST OF THE HIGHWAY CENTERLINE,
 OU0343'29.3 METERS (96 FT) EAST OF THE EAST RAIL, 9.8 METERS (32 FT)
 OU0343'SOUTHEAST OF THE CENTER OF THE ROAD, 1.5 METERS (5 FT) SOUTH OF A
 OU0343'FENCE CORNER AND 0.3 METER (1 FT) WEST OF A RIGHT-OF-WAY FENCE.
 OU0343'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0343'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OU0343'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 OU0343
 OU0343                          STATION RECOVERY (1995)
 OU0343
 OU0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OU0343'0.5 KM (0.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 OU0343'U.S. HIGHWAY 16 IN NEWCASTLE, THENCE 2.9 KM (1.80 MI) SOUTHEASTERLY
 OU0343'ALONG SOUTH SUMMIT AVENUE, 46.2 M (151.6 FT) WEST OF THE AVENUE
 OU0343'CENTER, 29.4 M (96.5 FT) EAST OF THE NEAR RAIL OF THE BURLINGTON
 OU0343'NORTHERN RAILROAD, 1.6 M (5.2 FT) SOUTH OF A FENCE CORNER, 1.0 M (3.3
 OU0343'FT) BELOW THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) WEST OF A
 OU0343'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OU0343'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0320 ***********************************************************************
 NR0320  DESIGNATION -  E 364
 NR0320  PID         -  NR0320
 NR0320  STATE/COUNTY-  WY/NATRONA
 NR0320  USGS QUAD   -  THE REEFS (1984)
 NR0320
 NR0320                         *CURRENT SURVEY CONTROL
 NR0320  ___________________________________________________________________
 NR0320* NAD 83(1986)-  42 59 49.     (N)    106 19 56.     (W)     SCALED    
 NR0320* NAVD 88     -      1626.606  (meters)    5336.62   (feet)  ADJUSTED  
 NR0320  ___________________________________________________________________
 NR0320  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 NR0320  DYNAMIC HT  -        1625.599 (meters)    5333.32  (feet)  COMP
 NR0320  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 NR0320
 NR0320  VERT ORDER  -  FIRST     CLASS II
 NR0320
 NR0320.The horizontal coordinates were scaled from a topographic map and have
 NR0320.an estimated accuracy of +/- 6 seconds.
 NR0320
 NR0320.The orthometric height was determined by differential leveling
 NR0320.and adjusted by the National Geodetic Survey in June 1991..
 NR0320
 NR0320.The geoid height was determined by GEOID03.
 NR0320
 NR0320.The dynamic height is computed by dividing the NAVD 88
 NR0320.geopotential number by the normal gravity value computed on the
 NR0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0320.degrees latitude (g = 980.6199 gals.).
 NR0320
 NR0320.The modeled gravity was interpolated from observed gravity values.
 NR0320
 NR0320;                    North         East    Units  Estimated Accuracy
 NR0320;SPC WYEC     -   377,800.      481,630.      MT  (+/- 180 meters Scaled)
 NR0320
 NR0320                          SUPERSEDED SURVEY CONTROL
 NR0320
 NR0320  NGVD 29 (06/08/92) 1625.727  (m)         5333.74   (f) ADJUSTED    1 2
 NR0320
 NR0320.Superseded values are not recommended for survey control.
 NR0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0320.See file dsdata.txt to determine how the superseded data were derived.
 NR0320
 NR0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH914613(NAD 83)
 NR0320_MARKER: I = METAL ROD
 NR0320_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0320+WITH SETTING: INFORMATION.
 NR0320_SP_SET: SHALLOW-SET METAL ROD
 NR0320_STAMPING: E 364 1985
 NR0320_MARK LOGO: NGS   
 NR0320_PROJECTION: FLUSH
 NR0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0320_ROD/PIPE-DEPTH: 3.0  meters
 NR0320
 NR0320  HISTORY     - Date     Condition        Report By
 NR0320  HISTORY     - 1985     MONUMENTED       NGS
 NR0320  HISTORY     - 19920825 GOOD             USPSQD
 NR0320
 NR0320                          STATION DESCRIPTION
 NR0320
 NR0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NR0320'17.1 KM (10.6 MI) NORTH FROM CASPER.
 NR0320'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 NR0320'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 NR0320'11.13 KM (6.92 MI) NORTH ALONG THE I 25 SERVICE ROAD, IN THE CENTER OF
 NR0320'A DOUBLE WOODEN POST BRACE IN THE RIGHT OF WAY FENCE, 1.58 KM (0.98
 NR0320'MI) NORTH OF THE JUNCTION OF ORMSBY ROAD, 45.3 METERS (148.5 FT) EAST
 NR0320'OF THE CENTER OF THE ROAD AND 0.3 METER (1 FT) WEST OF THE RIGHT OF
 NR0320'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 NR0320'CAP.
 NR0320'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NR0320'THE MARK IS 1.0 M ABOVE THE ROAD.
 NR0320
 NR0320                          STATION RECOVERY (1992)
 NR0320
 NR0320'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 NR0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0975 ***********************************************************************
 PY0975  DESIGNATION -  E 365
 PY0975  PID         -  PY0975
 PY0975  STATE/COUNTY-  WY/PARK
 PY0975  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0975
 PY0975                         *CURRENT SURVEY CONTROL
 PY0975  ___________________________________________________________________
 PY0975* NAD 83(1986)-  44 50 34.     (N)    110 44 02.     (W)     SCALED    
 PY0975* NAVD 88     -      2233.748  (meters)    7328.55   (feet)  ADJUSTED  
 PY0975  ___________________________________________________________________
 PY0975  GEOID HEIGHT-          -8.43  (meters)                     GEOID03
 PY0975  DYNAMIC HT  -        2232.428 (meters)    7324.22  (feet)  COMP
 PY0975  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 PY0975
 PY0975  VERT ORDER  -  FIRST     CLASS II
 PY0975
 PY0975.The horizontal coordinates were scaled from a topographic map and have
 PY0975.an estimated accuracy of +/- 6 seconds.
 PY0975
 PY0975.The orthometric height was determined by differential leveling
 PY0975.and adjusted by the National Geodetic Survey in June 1991..
 PY0975
 PY0975.The geoid height was determined by GEOID03.
 PY0975
 PY0975.The dynamic height is computed by dividing the NAVD 88
 PY0975.geopotential number by the normal gravity value computed on the
 PY0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0975.degrees latitude (g = 980.6199 gals.).
 PY0975
 PY0975.The modeled gravity was interpolated from observed gravity values.
 PY0975
 PY0975;                    North         East    Units  Estimated Accuracy
 PY0975;SPC WYWC     -   484,310.      443,160.      MT  (+/- 180 meters Scaled)
 PY0975
 PY0975                          SUPERSEDED SURVEY CONTROL
 PY0975
 PY0975  NGVD 29 (08/20/92) 2232.436  (m)         7324.25   (f) ADJUSTED    1 2
 PY0975
 PY0975.Superseded values are not recommended for survey control.
 PY0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0975.See file dsdata.txt to determine how the superseded data were derived.
 PY0975
 PY0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ210655(NAD 83)
 PY0975_MARKER: I = METAL ROD
 PY0975_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0975_SP_SET: STAINLESS STEEL ROD
 PY0975_STAMPING: E 365 1987
 PY0975_MARK LOGO: NGS   
 PY0975_PROJECTION: FLUSH
 PY0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0975_ROD/PIPE-DEPTH: 11.3 meters
 PY0975
 PY0975  HISTORY     - Date     Condition        Report By
 PY0975  HISTORY     - 1987     MONUMENTED       NGS
 PY0975
 PY0975                          STATION DESCRIPTION
 PY0975
 PY0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0975'16.0 KM (9.95 MI) SOUTH FROM MAMMOTH HOT SPRINGS.
 PY0975'16.0 KM (9.95 MI) SOUTHERLY ALONG NORRIS JUNCTION-MAMMOTH HOT SPRINGS
 PY0975'HIGHWAY FROM THE POST OFFICE IN MAMMOTH HOT SPRINGS, AT THE
 PY0975'APOLINARIS SPRING PICNIC AREA, 28.8 M (94.5 FT) SOUTHWEST OF THE
 PY0975'CENTERLINE OF THE HIGHWAY, 6.7 M (22.0 FT) EAST OF THE SOUTHEAST
 PY0975'CORNER OF A REST ROOM, AND 1.7 M (5.6 FT) NORTHEAST OF A BLACKTOP
 PY0975'PATH LEADING TO THE REST ROOM.  NOTE--ACCESS TO DATUM POINT IS HAD
 PY0975'THROUGH A 5-INCH LOGO CAP.
 PY0975'THE MARK IS ABOVE LEVEL WITH THE PATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0985 ***********************************************************************
 PY0985  DESIGNATION -  E 366
 PY0985  PID         -  PY0985
 PY0985  STATE/COUNTY-  WY/PARK
 PY0985  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0985
 PY0985                         *CURRENT SURVEY CONTROL
 PY0985  ___________________________________________________________________
 PY0985* NAD 83(1986)-  44 52 03.     (N)    110 23 24.     (W)     SCALED    
 PY0985* NAVD 88     -      2128.862  (meters)    6984.44   (feet)  ADJUSTED  
 PY0985  ___________________________________________________________________
 PY0985  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY0985  DYNAMIC HT  -        2127.589 (meters)    6980.26  (feet)  COMP
 PY0985  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 PY0985
 PY0985  VERT ORDER  -  FIRST     CLASS II
 PY0985
 PY0985.The horizontal coordinates were scaled from a topographic map and have
 PY0985.an estimated accuracy of +/- 6 seconds.
 PY0985
 PY0985.The orthometric height was determined by differential leveling
 PY0985.and adjusted by the National Geodetic Survey in June 1991..
 PY0985
 PY0985.The geoid height was determined by GEOID03.
 PY0985
 PY0985.The dynamic height is computed by dividing the NAVD 88
 PY0985.geopotential number by the normal gravity value computed on the
 PY0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0985.degrees latitude (g = 980.6199 gals.).
 PY0985
 PY0985.The modeled gravity was interpolated from observed gravity values.
 PY0985
 PY0985;                    North         East    Units  Estimated Accuracy
 PY0985;SPC WYWC     -   486,450.      470,400.      MT  (+/- 180 meters Scaled)
 PY0985
 PY0985                          SUPERSEDED SURVEY CONTROL
 PY0985
 PY0985  NGVD 29 (08/20/92) 2127.523  (m)         6980.05   (f) ADJUSTED    1 2
 PY0985
 PY0985.Superseded values are not recommended for survey control.
 PY0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0985.See file dsdata.txt to determine how the superseded data were derived.
 PY0985
 PY0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ481684(NAD 83)
 PY0985_MARKER: DB = BENCH MARK DISK
 PY0985_SETTING: 66 = SET IN ROCK OUTCROP
 PY0985_SP_SET: BEDROCK
 PY0985_STAMPING: E 366 1987
 PY0985_MARK LOGO: NGS   
 PY0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0985+STABILITY: POSITION/ELEVATION WELL
 PY0985
 PY0985  HISTORY     - Date     Condition        Report By
 PY0985  HISTORY     - 1987     MONUMENTED       NGS
 PY0985
 PY0985                          STATION DESCRIPTION
 PY0985
 PY0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0985'7.3 KM (4.55 MI) SOUTH FROM TOWER JUNCTION.
 PY0985'7.3 KM (4.55 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0985'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE CENTER OF
 PY0985'A 3 BY 5 FOOT ROCK LEDGE, 5.9 M (19.4 FT) NORTHWEST OF THE CENTERLINE
 PY0985'OF THE HIGHWAY, AND 1.8 M (5.9 FT) NORTH OF THE SOUTHWEST END OF A
 PY0985'STONE CULVERT.
 PY0985'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0968 ***********************************************************************
 PY0968  DESIGNATION -  E 367
 PY0968  PID         -  PY0968
 PY0968  STATE/COUNTY-  WY/PARK
 PY0968  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0968
 PY0968                         *CURRENT SURVEY CONTROL
 PY0968  ___________________________________________________________________
 PY0968* NAD 83(1986)-  44 43 51.     (N)    110 31 23.     (W)     SCALED    
 PY0968* NAVD 88     -      2450.104  (meters)    8038.38   (feet)  ADJUSTED  
 PY0968  ___________________________________________________________________
 PY0968  GEOID HEIGHT-          -8.51  (meters)                     GEOID03
 PY0968  DYNAMIC HT  -        2448.533 (meters)    8033.23  (feet)  COMP
 PY0968  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 PY0968
 PY0968  VERT ORDER  -  FIRST     CLASS II
 PY0968
 PY0968.The horizontal coordinates were scaled from a topographic map and have
 PY0968.an estimated accuracy of +/- 6 seconds.
 PY0968
 PY0968.The orthometric height was determined by differential leveling
 PY0968.and adjusted by the National Geodetic Survey in June 1991..
 PY0968
 PY0968.The geoid height was determined by GEOID03.
 PY0968
 PY0968.The dynamic height is computed by dividing the NAVD 88
 PY0968.geopotential number by the normal gravity value computed on the
 PY0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0968.degrees latitude (g = 980.6199 gals.).
 PY0968
 PY0968.The modeled gravity was interpolated from observed gravity values.
 PY0968
 PY0968;                    North         East    Units  Estimated Accuracy
 PY0968;SPC WYWC     -   471,480.      459,560.      MT  (+/- 180 meters Scaled)
 PY0968
 PY0968                          SUPERSEDED SURVEY CONTROL
 PY0968
 PY0968  NGVD 29 (08/20/92) 2448.734  (m)         8033.89   (f) ADJUSTED    1 2
 PY0968
 PY0968.Superseded values are not recommended for survey control.
 PY0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0968.See file dsdata.txt to determine how the superseded data were derived.
 PY0968
 PY0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ377531(NAD 83)
 PY0968_MARKER: I = METAL ROD
 PY0968_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0968_SP_SET: STAINLESS STEEL ROD
 PY0968_STAMPING: E 367 1987
 PY0968_MARK LOGO: NGS   
 PY0968_PROJECTION: FLUSH
 PY0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0968_ROD/PIPE-DEPTH: 4.0  meters
 PY0968
 PY0968  HISTORY     - Date     Condition        Report By
 PY0968  HISTORY     - 1987     MONUMENTED       NGS
 PY0968
 PY0968                          STATION DESCRIPTION
 PY0968
 PY0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0968'2.6 KM (1.60 MI) WEST FROM CANYON VILLAGE.
 PY0968'2.6 KM (1.60 MI) WESTERLY ALONG NORRIS JUNCTION HIGHWAY FROM THE
 PY0968'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, 13.1 M (43.0 FT) SOUTH
 PY0968'OF A STORM DRAIN, AND 10.7 M (35.1 FT) EAST OF THE CENTERLINE OF THE
 PY0968'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PY0968'CAP.
 PY0968'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0937 ***********************************************************************
 PY0937  DESIGNATION -  E 368
 PY0937  PID         -  PY0937
 PY0937  STATE/COUNTY-  WY/TETON
 PY0937  USGS QUAD   -  BEACH LAKE (1986)
 PY0937
 PY0937                         *CURRENT SURVEY CONTROL
 PY0937  ___________________________________________________________________
 PY0937* NAD 83(1986)-  44 30 03.     (N)    110 31 25.     (W)     SCALED    
 PY0937* NAVD 88     -      2527.870  (meters)    8293.52   (feet)  ADJUSTED  
 PY0937  ___________________________________________________________________
 PY0937  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 PY0937  DYNAMIC HT  -        2526.122 (meters)    8287.79  (feet)  COMP
 PY0937  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 PY0937
 PY0937  VERT ORDER  -  FIRST     CLASS II
 PY0937
 PY0937.The horizontal coordinates were scaled from a topographic map and have
 PY0937.an estimated accuracy of +/- 6 seconds.
 PY0937
 PY0937.The orthometric height was determined by differential leveling
 PY0937.and adjusted by the National Geodetic Survey in June 1991..
 PY0937
 PY0937.The geoid height was determined by GEOID03.
 PY0937
 PY0937.The dynamic height is computed by dividing the NAVD 88
 PY0937.geopotential number by the normal gravity value computed on the
 PY0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0937.degrees latitude (g = 980.6199 gals.).
 PY0937
 PY0937.The modeled gravity was interpolated from observed gravity values.
 PY0937
 PY0937;                    North         East    Units  Estimated Accuracy
 PY0937;SPC WY W     -   544,490.      764,990.      MT  (+/- 180 meters Scaled)
 PY0937
 PY0937                          SUPERSEDED SURVEY CONTROL
 PY0937
 PY0937  NGVD 29 (08/20/92) 2526.439  (m)         8288.83   (f) ADJUSTED    1 2
 PY0937
 PY0937.Superseded values are not recommended for survey control.
 PY0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0937.See file dsdata.txt to determine how the superseded data were derived.
 PY0937
 PY0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ378276(NAD 83)
 PY0937_MARKER: I = METAL ROD
 PY0937_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY0937+WITH SETTING: INFORMATION.
 PY0937_SP_SET: SHALLOW-SET METAL ROD
 PY0937_STAMPING: E 368 1987
 PY0937_MARK LOGO: NGS   
 PY0937_PROJECTION: FLUSH
 PY0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0937_ROD/PIPE-DEPTH: 0.9  meters
 PY0937
 PY0937  HISTORY     - Date     Condition        Report By
 PY0937  HISTORY     - 1987     MONUMENTED       NGS
 PY0937
 PY0937                          STATION DESCRIPTION
 PY0937
 PY0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0937'12.1 KM (7.50 MI) SW FROM LAKE VILLAGE.
 PY0937'3.2 KM (2.00 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE
 PY0937'JUNCTION OF LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, THENCE 8.9 KM
 PY0937'(5.55 MI) SOUTHWESTERLY ALONG A SERVICE ROAD (OLD HIGHWAY), AT A
 PY0937'POINT WHERE THE ROAD INTERSECTS A DRAW, 4.2 M (13.8 FT)
 PY0937'NORTH-NORTHWEST OF THE CENTER OF THE ROAD, AND 2.6 M (8.5 FT)
 PY0937'WEST-SOUTHWEST OF THE NORTHWEST END OF A PIPE CULVERT.  NOTE--ACCESS
 PY0937'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0937'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0818 ***********************************************************************
 PY0818  DESIGNATION -  E 369
 PY0818  PID         -  PY0818
 PY0818  STATE/COUNTY-  WY/TETON
 PY0818  USGS QUAD   -  LEWIS CANYON (1996)
 PY0818
 PY0818                         *CURRENT SURVEY CONTROL
 PY0818  ___________________________________________________________________
 PY0818* NAD 83(1986)-  44 13 26.     (N)    110 39 17.     (W)     SCALED    
 PY0818* NAVD 88     -      2344.816  (meters)    7692.95   (feet)  ADJUSTED  
 PY0818  ___________________________________________________________________
 PY0818  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0818  DYNAMIC HT  -        2343.227 (meters)    7687.74  (feet)  COMP
 PY0818  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 PY0818
 PY0818  VERT ORDER  -  FIRST     CLASS II
 PY0818
 PY0818.The horizontal coordinates were scaled from a topographic map and have
 PY0818.an estimated accuracy of +/- 6 seconds.
 PY0818
 PY0818.The orthometric height was determined by differential leveling
 PY0818.and adjusted by the National Geodetic Survey in June 1991..
 PY0818
 PY0818.The geoid height was determined by GEOID03.
 PY0818
 PY0818.The dynamic height is computed by dividing the NAVD 88
 PY0818.geopotential number by the normal gravity value computed on the
 PY0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0818.degrees latitude (g = 980.6199 gals.).
 PY0818
 PY0818.The modeled gravity was interpolated from observed gravity values.
 PY0818
 PY0818;                    North         East    Units  Estimated Accuracy
 PY0818;SPC WY W     -   513,780.      754,350.      MT  (+/- 180 meters Scaled)
 PY0818
 PY0818                          SUPERSEDED SURVEY CONTROL
 PY0818
 PY0818  NGVD 29 (08/20/92) 2343.447  (m)         7688.46   (f) ADJUSTED    1 2
 PY0818
 PY0818.Superseded values are not recommended for survey control.
 PY0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0818.See file dsdata.txt to determine how the superseded data were derived.
 PY0818
 PY0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP275967(NAD 83)
 PY0818_MARKER: DB = BENCH MARK DISK
 PY0818_SETTING: 66 = SET IN ROCK OUTCROP
 PY0818_SP_SET: BEDROCK
 PY0818_STAMPING: E 369 1987
 PY0818_MARK LOGO: NGS   
 PY0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0818+STABILITY: POSITION/ELEVATION WELL
 PY0818
 PY0818  HISTORY     - Date     Condition        Report By
 PY0818  HISTORY     - 1987     MONUMENTED       NGS
 PY0818
 PY0818                          STATION DESCRIPTION
 PY0818
 PY0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0818'15.8 KM (9.80 MI) NORTH FROM FLAGG RANCH.
 PY0818'15.8 KM (9.80 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0818'RANCH HEADQUARTERS AT FLAGG RANCH, IN A LARGE EXPOSED AREA OF BEDROCK
 PY0818'IN A HIGHWAY CUT, 0.2 KM (0.10 MI) NORTH OF THE NORTH END OF A
 PY0818'HIGHWAY PULLOUT, 39.1 M (128.3 FT) NORTH OF THE SOUTHWEST END OF A
 PY0818'GUARDRAIL, 22.3 M (73.2 FT) NORTH OF THE WEST END OF A DRAIN PIPE,
 PY0818'AND 6.5 M (21.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0818'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0288 ***********************************************************************
 PW0288  DESIGNATION -  E 37
 PW0288  PID         -  PW0288
 PW0288  STATE/COUNTY-  WY/WASHAKIE
 PW0288  USGS QUAD   -  OLD MAID GULCH (1993)
 PW0288
 PW0288                         *CURRENT SURVEY CONTROL
 PW0288  ___________________________________________________________________
 PW0288* NAD 83(1986)-  44 04 58.     (N)    107 18 32.     (W)     SCALED    
 PW0288* NAVD 88     -      1649.144  (meters)    5410.57   (feet)  ADJUSTED  
 PW0288  ___________________________________________________________________
 PW0288  GEOID HEIGHT-          -9.64  (meters)                     GEOID03
 PW0288  DYNAMIC HT  -        1648.245 (meters)    5407.62  (feet)  COMP
 PW0288  MODELED GRAV-     980,015.4   (mgal)                       NAVD 88
 PW0288
 PW0288  VERT ORDER  -  FIRST     CLASS II
 PW0288
 PW0288.The horizontal coordinates were scaled from a topographic map and have
 PW0288.an estimated accuracy of +/- 6 seconds.
 PW0288
 PW0288.The orthometric height was determined by differential leveling
 PW0288.and adjusted by the National Geodetic Survey in June 1991..
 PW0288
 PW0288.The geoid height was determined by GEOID03.
 PW0288
 PW0288.The dynamic height is computed by dividing the NAVD 88
 PW0288.geopotential number by the normal gravity value computed on the
 PW0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0288.degrees latitude (g = 980.6199 gals.).
 PW0288
 PW0288.The modeled gravity was interpolated from observed gravity values.
 PW0288
 PW0288;                    North         East    Units  Estimated Accuracy
 PW0288;SPC WYEC     -   497,950.      401,960.      MT  (+/- 180 meters Scaled)
 PW0288
 PW0288                          SUPERSEDED SURVEY CONTROL
 PW0288
 PW0288  NGVD 29 (??/??/92) 1648.252  (m)         5407.64   (f) ADJ UNCH    1 2
 PW0288
 PW0288.Superseded values are not recommended for survey control.
 PW0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0288.See file dsdata.txt to determine how the superseded data were derived.
 PW0288
 PW0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ151836(NAD 83)
 PW0288_MARKER: DB = BENCH MARK DISK
 PW0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0288_STAMPING: E 37 1934
 PW0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0288+STABILITY: SURFACE MOTION
 PW0288
 PW0288  HISTORY     - Date     Condition        Report By
 PW0288  HISTORY     - 1934     MONUMENTED       CGS
 PW0288
 PW0288                          STATION DESCRIPTION
 PW0288
 PW0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0288'8.6 MI E FROM TEN SLEEP.
 PW0288'8.6 MILES EAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE COUNTY,
 PW0288'IN THE BIG HORN NATIONAL FOREST, IN TEN SLEEP CANYON, AT THE LEE CREEK
 PW0288'CAMPING GROUNDS, 313 FEET NORTHEAST OF THE NORTHEAST END OF THE BRIDGE
 PW0288'OVER TEN SLEEP CREEK AND 33.1 FEET EAST OF THE CENTERLINE OF THE
 PW0288'HIGHWAY.  A STANDARD DISK, STAMPED E 37 1934 AND SET IN THE TOP OF A
 PW0288'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0625 ***********************************************************************
 PV0625  DESIGNATION -  E 370
 PV0625  PID         -  PV0625
 PV0625  STATE/COUNTY-  WY/CROOK
 PV0625  USGS QUAD   -  SCHOOLMARM BUTTE (1984)
 PV0625
 PV0625                         *CURRENT SURVEY CONTROL
 PV0625  ___________________________________________________________________
 PV0625* NAD 83(1986)-  44 30 40.     (N)    104 13 17.     (W)     SCALED    
 PV0625* NAVD 88     -      1246.437  (meters)    4089.35   (feet)  ADJUSTED  
 PV0625  ___________________________________________________________________
 PV0625  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 PV0625  DYNAMIC HT  -        1246.007 (meters)    4087.94  (feet)  COMP
 PV0625  MODELED GRAV-     980,229.0   (mgal)                       NAVD 88
 PV0625
 PV0625  VERT ORDER  -  FIRST     CLASS II
 PV0625
 PV0625.The horizontal coordinates were scaled from a topographic map and have
 PV0625.an estimated accuracy of +/- 6 seconds.
 PV0625
 PV0625.The orthometric height was determined by differential leveling
 PV0625.and adjusted by the National Geodetic Survey in September 1993..
 PV0625
 PV0625.The geoid height was determined by GEOID03.
 PV0625
 PV0625.The dynamic height is computed by dividing the NAVD 88
 PV0625.geopotential number by the normal gravity value computed on the
 PV0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0625.degrees latitude (g = 980.6199 gals.).
 PV0625
 PV0625.The modeled gravity was interpolated from observed gravity values.
 PV0625
 PV0625;                    North         East    Units  Estimated Accuracy
 PV0625;SPC WY E     -   445,970.      275,160.      MT  (+/- 180 meters Scaled)
 PV0625
 PV0625                          SUPERSEDED SURVEY CONTROL
 PV0625
 PV0625.No superseded survey control is available for this station.
 PV0625
 PV0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK618289(NAD 83)
 PV0625_MARKER: DV = VERTICAL CONTROL DISK
 PV0625_SETTING: 66 = SET IN ROCK OUTCROP
 PV0625_SP_SET: BEDROCK
 PV0625_STAMPING: E 370 1991
 PV0625_MARK LOGO: NGS   
 PV0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0625+STABILITY: POSITION/ELEVATION WELL
 PV0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0625+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0625
 PV0625  HISTORY     - Date     Condition        Report By
 PV0625  HISTORY     - 1991     MONUMENTED       NGS
 PV0625
 PV0625                          STATION DESCRIPTION
 PV0625
 PV0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0625'12.0 KM (7.45 MI) WESTERLY ALONG A PAVED ROAD (INTERSTATE HIGHWAY 90
 PV0625'FRONTAGE ROAD) FROM THE POST OFFICE IN BEULAH, IN A 2 BY 3 FOOT AREA
 PV0625'OF OUTCROPPING BEDROCK, 140.0 M (459.3 FT) NORTHEAST OF THE CENTER OF
 PV0625'A DIRT ROAD LEADING NORTH TO THE RED RANCH, 36.6 M (120.1 FT)
 PV0625'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.2 M (23.6 FT) EAST OF A
 PV0625'UTILITY POLE, 1.5 M (4.9 FT) SOUTH OF A WITNESS POST, 1.0 M (3.3 FT)
 PV0625'SOUTH-SOUTHEAST OF A FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PV0625'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0076 ***********************************************************************
 PW0076  DESIGNATION -  E 38
 PW0076  PID         -  PW0076
 PW0076  STATE/COUNTY-  WY/JOHNSON
 PW0076  USGS QUAD   -  HUNTER MESA (1993)
 PW0076
 PW0076                         *CURRENT SURVEY CONTROL
 PW0076  ___________________________________________________________________
 PW0076* NAD 83(1986)-  44 19 21.     (N)    106 53 38.     (W)     SCALED    
 PW0076* NAVD 88     -      2141.389  (meters)    7025.54   (feet)  ADJUSTED  
 PW0076  ___________________________________________________________________
 PW0076  GEOID HEIGHT-         -10.33  (meters)                     GEOID03
 PW0076  DYNAMIC HT  -        2140.247 (meters)    7021.79  (feet)  COMP
 PW0076  MODELED GRAV-     980,006.3   (mgal)                       NAVD 88
 PW0076
 PW0076  VERT ORDER  -  FIRST     CLASS II
 PW0076
 PW0076.The horizontal coordinates were scaled from a topographic map and have
 PW0076.an estimated accuracy of +/- 6 seconds.
 PW0076
 PW0076.The orthometric height was determined by differential leveling
 PW0076.and adjusted by the National Geodetic Survey in June 1991..
 PW0076
 PW0076.The geoid height was determined by GEOID03.
 PW0076
 PW0076.The dynamic height is computed by dividing the NAVD 88
 PW0076.geopotential number by the normal gravity value computed on the
 PW0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0076.degrees latitude (g = 980.6199 gals.).
 PW0076
 PW0076.The modeled gravity was interpolated from observed gravity values.
 PW0076
 PW0076;                    North         East    Units  Estimated Accuracy
 PW0076;SPC WYEC     -   524,680.      435,050.      MT  (+/- 180 meters Scaled)
 PW0076
 PW0076                          SUPERSEDED SURVEY CONTROL
 PW0076
 PW0076  NGVD 29 (??/??/92) 2140.538  (m)         7022.75   (f) ADJ UNCH    1 2
 PW0076
 PW0076.Superseded values are not recommended for survey control.
 PW0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0076.See file dsdata.txt to determine how the superseded data were derived.
 PW0076
 PW0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK489094(NAD 83)
 PW0076_MARKER: DB = BENCH MARK DISK
 PW0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0076_STAMPING: E 38 1934
 PW0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0076+STABILITY: SURFACE MOTION
 PW0076
 PW0076  HISTORY     - Date     Condition        Report By
 PW0076  HISTORY     - 1934     MONUMENTED       CGS
 PW0076
 PW0076                          STATION DESCRIPTION
 PW0076
 PW0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0076'10.4 MI SW FROM BUFFALO.
 PW0076'10.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0076'COUNTY, 2.5 MILES EAST OF THE BRIDGE OVER THE NORTH FORK OF CLEAR
 PW0076'CREEK, AT A CURVE AROUND A GRANITE BOULDER, 200 FEET EAST OF A GROUP
 PW0076'OF LARGE GRANITE BOULDERS ON THE SUMMIT OF A HILL, 200 FEET NORTH OF
 PW0076'THE HIGHWAY, 43.3 FEET EAST OF A WATER SHED, AND 33.3 FEET NORTH OF
 PW0076'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 38 1934 AND
 PW0076'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0095 ***********************************************************************
 PW0095  DESIGNATION -  E 39
 PW0095  PID         -  PW0095
 PW0095  STATE/COUNTY-  WY/JOHNSON
 PW0095  USGS QUAD   -  BUFFALO (1970)
 PW0095
 PW0095                         *CURRENT SURVEY CONTROL
 PW0095  ___________________________________________________________________
 PW0095* NAD 83(1986)-  44 18 50.     (N)    106 41 19.     (W)     SCALED    
 PW0095* NAVD 88     -      1451.839  (meters)    4763.24   (feet)  ADJUSTED  
 PW0095  ___________________________________________________________________
 PW0095  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 PW0095  DYNAMIC HT  -        1451.156 (meters)    4761.00  (feet)  COMP
 PW0095  MODELED GRAV-     980,097.4   (mgal)                       NAVD 88
 PW0095
 PW0095  VERT ORDER  -  SECOND    CLASS 0
 PW0095
 PW0095.The horizontal coordinates were scaled from a topographic map and have
 PW0095.an estimated accuracy of +/- 6 seconds.
 PW0095
 PW0095.The orthometric height was determined by differential leveling
 PW0095.and adjusted by the National Geodetic Survey in June 1991..
 PW0095
 PW0095.The geoid height was determined by GEOID03.
 PW0095
 PW0095.The dynamic height is computed by dividing the NAVD 88
 PW0095.geopotential number by the normal gravity value computed on the
 PW0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0095.degrees latitude (g = 980.6199 gals.).
 PW0095
 PW0095.The modeled gravity was interpolated from observed gravity values.
 PW0095
 PW0095;                    North         East    Units  Estimated Accuracy
 PW0095;SPC WYEC     -   523,830.      451,430.      MT  (+/- 180 meters Scaled)
 PW0095
 PW0095                          SUPERSEDED SURVEY CONTROL
 PW0095
 PW0095  NGVD 29 (??/??/92) 1451.031  (m)         4760.59   (f) ADJ UNCH    2 0
 PW0095
 PW0095.Superseded values are not recommended for survey control.
 PW0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0095.See file dsdata.txt to determine how the superseded data were derived.
 PW0095
 PW0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK653081(NAD 83)
 PW0095_MARKER: DB = BENCH MARK DISK
 PW0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0095_SP_SET: CULVERT
 PW0095_STAMPING: E 39 1934
 PW0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0095
 PW0095  HISTORY     - Date     Condition        Report By
 PW0095  HISTORY     - 1934     MONUMENTED       CGS
 PW0095
 PW0095                          STATION DESCRIPTION
 PW0095
 PW0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0095'2.0 MI S FROM BUFFALO.
 PW0095'2.0 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM BUFFALO, JOHNSON COUNTY,
 PW0095'115.0 FEET NORTH OF THE CENTER OF THE INTERSECTION WITH THE ROAD TO
 PW0095'CUMMINGS RANCH, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE
 PW0095'WEST HEADWALL, 0.6 FOOT EAST OF THE WEST FACE, AND 14.2 FEET WEST OF
 PW0095'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0128 ***********************************************************************
 PW0128  DESIGNATION -  E 4
 PW0128  PID         -  PW0128
 PW0128  STATE/COUNTY-  WY/SHERIDAN
 PW0128  USGS QUAD   -  SHERIDAN (1977)
 PW0128
 PW0128                         *CURRENT SURVEY CONTROL
 PW0128  ___________________________________________________________________
 PW0128* NAD 83(1986)-  44 47 42.     (N)    106 57 22.     (W)     SCALED    
 PW0128* NAVD 88     -      1145.281  (meters)    3757.48   (feet)  ADJUSTED  
 PW0128  ___________________________________________________________________
 PW0128  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 PW0128  DYNAMIC HT  -        1144.874 (meters)    3756.14  (feet)  COMP
 PW0128  MODELED GRAV-     980,222.5   (mgal)                       NAVD 88
 PW0128
 PW0128  VERT ORDER  -  FIRST     CLASS II
 PW0128
 PW0128.The horizontal coordinates were scaled from a topographic map and have
 PW0128.an estimated accuracy of +/- 6 seconds.
 PW0128
 PW0128.The orthometric height was determined by differential leveling
 PW0128.and adjusted by the National Geodetic Survey in June 1991..
 PW0128
 PW0128.The geoid height was determined by GEOID03.
 PW0128
 PW0128.The dynamic height is computed by dividing the NAVD 88
 PW0128.geopotential number by the normal gravity value computed on the
 PW0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0128.degrees latitude (g = 980.6199 gals.).
 PW0128
 PW0128.The modeled gravity was interpolated from observed gravity values.
 PW0128
 PW0128;                    North         East    Units  Estimated Accuracy
 PW0128;SPC WYEC     -   577,150.      429,850.      MT  (+/- 180 meters Scaled)
 PW0128
 PW0128                          SUPERSEDED SURVEY CONTROL
 PW0128
 PW0128  NGVD 29 (??/??/92) 1144.564  (m)         3755.12   (f) ADJ UNCH    1 2
 PW0128
 PW0128.Superseded values are not recommended for survey control.
 PW0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0128.See file dsdata.txt to determine how the superseded data were derived.
 PW0128
 PW0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK452620(NAD 83)
 PW0128_MARKER: DB = BENCH MARK DISK
 PW0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0128_STAMPING: E 4 1908 ELEV. 3755.124 FT.
 PW0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0128+STABILITY: SURFACE MOTION
 PW0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PW0128+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1992
 PW0128
 PW0128  HISTORY     - Date     Condition        Report By
 PW0128  HISTORY     - 1908     MONUMENTED       CGS
 PW0128  HISTORY     - 1957     GOOD             NGS
 PW0128  HISTORY     - 19920810 GOOD             NGS
 PW0128
 PW0128                          STATION DESCRIPTION
 PW0128
 PW0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0128'IN SHERIDAN.
 PW0128'AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH MAIN AND BURKITT
 PW0128'STREETS IN SHERIDAN, SET VERTICALLY IN THE EAST FACE OF A 3 FOOT
 PW0128'SQUARE BY 6 FOOT HIGH CONCRETE CORNER POST AT THE NORTHEAST CORNER OF
 PW0128'THE LAWN AROUND SHERIDAN COUNTY COURTHOUSE, ABOUT 4 FEET ABOVE THE
 PW0128'SIDEWALK.  NOTE-- USE WITH CAUTION.
 PW0128
 PW0128                          STATION RECOVERY (1992)
 PW0128
 PW0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 PW0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0067 ***********************************************************************
 OV0067  DESIGNATION -  E 40
 OV0067  PID         -  OV0067
 OV0067  STATE/COUNTY-  WY/JOHNSON
 OV0067  USGS QUAD   -  KAYCEE (1981)
 OV0067
 OV0067                         *CURRENT SURVEY CONTROL
 OV0067  ___________________________________________________________________
 OV0067* NAD 83(1986)-  43 40 52.     (N)    106 38 38.     (W)     SCALED    
 OV0067* NAVD 88     -      1465.939  (meters)    4809.50   (feet)  ADJUSTED  
 OV0067  ___________________________________________________________________
 OV0067  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 OV0067  DYNAMIC HT  -        1465.184 (meters)    4807.02  (feet)  COMP
 OV0067  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 OV0067
 OV0067  VERT ORDER  -  SECOND    CLASS 0
 OV0067
 OV0067.The horizontal coordinates were scaled from a topographic map and have
 OV0067.an estimated accuracy of +/- 6 seconds.
 OV0067
 OV0067.The orthometric height was determined by differential leveling
 OV0067.and adjusted by the National Geodetic Survey in June 1991..
 OV0067
 OV0067.The geoid height was determined by GEOID03.
 OV0067
 OV0067.The dynamic height is computed by dividing the NAVD 88
 OV0067.geopotential number by the normal gravity value computed on the
 OV0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0067.degrees latitude (g = 980.6199 gals.).
 OV0067
 OV0067.The modeled gravity was interpolated from observed gravity values.
 OV0067
 OV0067;                    North         East    Units  Estimated Accuracy
 OV0067;SPC WYEC     -   453,550.      455,590.      MT  (+/- 180 meters Scaled)
 OV0067
 OV0067                          SUPERSEDED SURVEY CONTROL
 OV0067
 OV0067  NGVD 29 (??/??/92) 1465.136  (m)         4806.87   (f) ADJ UNCH    2 0
 OV0067
 OV0067.Superseded values are not recommended for survey control.
 OV0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0067.See file dsdata.txt to determine how the superseded data were derived.
 OV0067
 OV0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ674377(NAD 83)
 OV0067_MARKER: DB = BENCH MARK DISK
 OV0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0067_STAMPING: E 40 1934
 OV0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0067+STABILITY: SURFACE MOTION
 OV0067
 OV0067  HISTORY     - Date     Condition        Report By
 OV0067  HISTORY     - 1934     MONUMENTED       CGS
 OV0067  HISTORY     - 1946     GOOD             NGS
 OV0067
 OV0067                          STATION DESCRIPTION
 OV0067
 OV0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0067'2.0 MI S FROM KAYCEE.
 OV0067'2.0 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY, 1.9
 OV0067'MILES SOUTH OF POWDER RIVER, 200 FEET WEST OF A WHITE RANCH HOUSE,
 OV0067'51.0 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION WITH A RANCH
 OV0067'ROAD, 12.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 47.5 FEET EAST OF
 OV0067'THE CENTERLINE OF THE HIGHWAY, AND 1.4 FEET WEST OF A FENCE. A
 OV0067'STANDARD DISK, STAMPED E 40 1934 AND SET IN THE TOP OF A CONCRETE
 OV0067'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0171 ***********************************************************************
 OX0171  DESIGNATION -  E 41
 OX0171  PID         -  OX0171
 OX0171  STATE/COUNTY-  WY/TETON
 OX0171  USGS QUAD   -  MOOSE (1968)
 OX0171
 OX0171                         *CURRENT SURVEY CONTROL
 OX0171  ___________________________________________________________________
 OX0171* NAD 83(1986)-  43 44 05.     (N)    110 43 33.     (W)     SCALED    
 OX0171* NAVD 88     -      2058.649  (meters)    6754.08   (feet)  ADJUSTED  
 OX0171  ___________________________________________________________________
 OX0171  GEOID HEIGHT-          -8.93  (meters)                     GEOID03
 OX0171  DYNAMIC HT  -        2057.297 (meters)    6749.65  (feet)  COMP
 OX0171  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 OX0171
 OX0171  VERT ORDER  -  SECOND    CLASS 0
 OX0171
 OX0171.The horizontal coordinates were scaled from a topographic map and have
 OX0171.an estimated accuracy of +/- 6 seconds.
 OX0171
 OX0171.The orthometric height was determined by differential leveling
 OX0171.and adjusted by the National Geodetic Survey in June 1991..
 OX0171
 OX0171.The geoid height was determined by GEOID03.
 OX0171
 OX0171.The dynamic height is computed by dividing the NAVD 88
 OX0171.geopotential number by the normal gravity value computed on the
 OX0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0171.degrees latitude (g = 980.6199 gals.).
 OX0171
 OX0171.The modeled gravity was interpolated from observed gravity values.
 OX0171
 OX0171;                    North         East    Units  Estimated Accuracy
 OX0171;SPC WY W     -   459,480.      748,240.      MT  (+/- 180 meters Scaled)
 OX0171
 OX0171                          SUPERSEDED SURVEY CONTROL
 OX0171
 OX0171  NGVD 29 (??/??/92) 2057.364  (m)         6749.87   (f) ADJ UNCH    2 0
 OX0171
 OX0171.Superseded values are not recommended for survey control.
 OX0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0171.See file dsdata.txt to determine how the superseded data were derived.
 OX0171
 OX0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP220424(NAD 83)
 OX0171_MARKER: DB = BENCH MARK DISK
 OX0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0171_STAMPING: E 41 1934
 OX0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0171+STABILITY: SURFACE MOTION
 OX0171
 OX0171  HISTORY     - Date     Condition        Report By
 OX0171  HISTORY     - 1934     MONUMENTED       CGS
 OX0171
 OX0171                          STATION DESCRIPTION
 OX0171
 OX0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0171'18.7 MI N FROM JACKSON.
 OX0171'ABOUT 18.7 MILES NORTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON
 OX0171'COUNTY, ABOUT 12.5 MILES SOUTH OF MORAN, ABOUT 0.8 MILE SOUTH OF THE
 OX0171'JENNY LAKE ROAD, ABOUT 167.0 FEET SOUTHWEST OF THE CENTER OF THE
 OX0171'INTERSECTION WITH A T-ROAD LEADING WEST, ABOUT 153.0 FEET SOUTH OF THE
 OX0171'CENTER LINE OF THE T-ROAD, AND 44.5 FEET WEST OF THE CENTER LINE OF
 OX0171'THE HIGHWAY.  A STANDARD DISK, STAMPED E 41 1934 AND SET IN THE TOP OF
 OX0171'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0009 ***********************************************************************
 OX0009  DESIGNATION -  E 42
 OX0009  PID         -  OX0009
 OX0009  STATE/COUNTY-  WY/TETON
 OX0009  USGS QUAD   -  ROSIES RIDGE (1996)
 OX0009
 OX0009                         *CURRENT SURVEY CONTROL
 OX0009  ___________________________________________________________________
 OX0009* NAD 83(1986)-  43 49 30.     (N)    110 16 08.     (W)     SCALED    
 OX0009* NAVD 88     -      2377.262  (meters)    7799.40   (feet)  ADJUSTED  
 OX0009  ___________________________________________________________________
 OX0009  GEOID HEIGHT-          -8.32  (meters)                     GEOID03
 OX0009  DYNAMIC HT  -        2375.490 (meters)    7793.59  (feet)  COMP
 OX0009  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 OX0009
 OX0009  VERT ORDER  -  SECOND    CLASS 0
 OX0009
 OX0009.The horizontal coordinates were scaled from a topographic map and have
 OX0009.an estimated accuracy of +/- 6 seconds.
 OX0009
 OX0009.The orthometric height was determined by differential leveling
 OX0009.and adjusted by the National Geodetic Survey in June 1991..
 OX0009
 OX0009.The geoid height was determined by GEOID03.
 OX0009
 OX0009.The dynamic height is computed by dividing the NAVD 88
 OX0009.geopotential number by the normal gravity value computed on the
 OX0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0009.degrees latitude (g = 980.6199 gals.).
 OX0009
 OX0009.The modeled gravity was interpolated from observed gravity values.
 OX0009
 OX0009;                    North         East    Units  Estimated Accuracy
 OX0009;SPC WY W     -   469,320.      785,080.      MT  (+/- 180 meters Scaled)
 OX0009
 OX0009                          SUPERSEDED SURVEY CONTROL
 OX0009
 OX0009  NGVD 29 (??/??/92) 2375.837  (m)         7794.73   (f) ADJ UNCH    2 0
 OX0009
 OX0009.Superseded values are not recommended for survey control.
 OX0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0009.See file dsdata.txt to determine how the superseded data were derived.
 OX0009
 OX0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP587526(NAD 83)
 OX0009_MARKER: DB = BENCH MARK DISK
 OX0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0009_STAMPING: E 42 1934
 OX0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0009+STABILITY: SURFACE MOTION
 OX0009
 OX0009  HISTORY     - Date     Condition        Report By
 OX0009  HISTORY     - 1934     MONUMENTED       CGS
 OX0009
 OX0009                          STATION DESCRIPTION
 OX0009
 OX0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0009'22.4 MI E FROM MORAN.
 OX0009'22.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, ABOUT
 OX0009'21.1 MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY 187, 3.6 MILES
 OX0009'SOUTHEAST OF THE BRIDGE OVER BUFFALO FORK CREEK, ON THE TOP OF A
 OX0009'3-FOOT CUT, 43.6 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 OX0009'5.0 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 42 1934
 OX0009'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0095 ***********************************************************************
 NS0095  DESIGNATION -  E 43
 NS0095  PID         -  NS0095
 NS0095  STATE/COUNTY-  WY/SWEETWATER
 NS0095  USGS QUAD   -  EDEN RESERVOIR WEST (1980)
 NS0095
 NS0095                         *CURRENT SURVEY CONTROL
 NS0095  ___________________________________________________________________
 NS0095* NAD 83(1986)-  42 09 58.     (N)    109 26 42.     (W)     SCALED    
 NS0095* NAVD 88     -      2029.258  (meters)    6657.66   (feet)  ADJUSTED  
 NS0095  ___________________________________________________________________
 NS0095  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NS0095  DYNAMIC HT  -        2027.559 (meters)    6652.08  (feet)  COMP
 NS0095  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 NS0095
 NS0095  VERT ORDER  -  FIRST     CLASS II
 NS0095
 NS0095.The horizontal coordinates were scaled from a topographic map and have
 NS0095.an estimated accuracy of +/- 6 seconds.
 NS0095
 NS0095.The orthometric height was determined by differential leveling
 NS0095.and adjusted by the National Geodetic Survey in June 1991..
 NS0095
 NS0095.The geoid height was determined by GEOID03.
 NS0095
 NS0095.The dynamic height is computed by dividing the NAVD 88
 NS0095.geopotential number by the normal gravity value computed on the
 NS0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0095.degrees latitude (g = 980.6199 gals.).
 NS0095
 NS0095.The modeled gravity was interpolated from observed gravity values.
 NS0095
 NS0095;                    North         East    Units  Estimated Accuracy
 NS0095;SPC WYWC     -   185,260.      542,570.      MT  (+/- 180 meters Scaled)
 NS0095
 NS0095                          SUPERSEDED SURVEY CONTROL
 NS0095
 NS0095  NGVD 29 (??/??/92) 2027.973  (m)         6653.44   (f) ADJ UNCH    1 2
 NS0095
 NS0095.Superseded values are not recommended for survey control.
 NS0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0095.See file dsdata.txt to determine how the superseded data were derived.
 NS0095
 NS0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM284693(NAD 83)
 NS0095_MARKER: DB = BENCH MARK DISK
 NS0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0095_SP_SET: CONCRETE POST
 NS0095_STAMPING: E 43 1934
 NS0095_MARK LOGO: CGS   
 NS0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0095+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1968
 NS0095
 NS0095  HISTORY     - Date     Condition        Report By
 NS0095  HISTORY     - 1934     MONUMENTED       CGS
 NS0095  HISTORY     - 1968     GOOD             NGS
 NS0095  HISTORY     - 19680515 GOOD             USGS
 NS0095
 NS0095                          STATION DESCRIPTION
 NS0095
 NS0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0095'3.9 MI N FROM FARSON.
 NS0095'IN SWEETWATER COUNTY, ABOUT 3.9 MILES NORTH ALONG U.S. HIGHWAY 187
 NS0095'FROM THE HOTEL AT FARSON, SWEETWATER COUNTY, ABOUT 42.3 MILES
 NS0095'SOUTHEAST OF THE POST OFFICE AT BOULDER, MILES NORTH OF THE BRIDGE
 NS0095'NEAR THE JUNCTION WITH THE ROAD LEADING TO SOUTH PASS CITY, 32 FEET
 NS0095'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 NS0095'HIGHWAY.  A STANDARD DISK, STAMPED E 43 1934 AND SET IN THE TOP OF A
 NS0095'CONCRETE POST.
 NS0095
 NS0095                          STATION RECOVERY (1968)
 NS0095
 NS0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NS0095'RECOVERED IN GOOD CONDITION.
 NS0095
 NS0095                          STATION RECOVERY (1968)
 NS0095
 NS0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NS0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0081 ***********************************************************************
 OX0081  DESIGNATION -  E 46
 OX0081  PID         -  OX0081
 OX0081  STATE/COUNTY-  WY/TETON
 OX0081  USGS QUAD   -  CACHE CREEK (1996)
 OX0081
 OX0081                         *CURRENT SURVEY CONTROL
 OX0081  ___________________________________________________________________
 OX0081* NAD 83(1986)-  43 23 35.     (N)    110 44 52.     (W)     SCALED    
 OX0081* NAVD 88     -      1824.289  (meters)    5985.19   (feet)  ADJUSTED  
 OX0081  ___________________________________________________________________
 OX0081  GEOID HEIGHT-          -9.95  (meters)                     GEOID03
 OX0081  DYNAMIC HT  -        1823.072 (meters)    5981.20  (feet)  COMP
 OX0081  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 OX0081
 OX0081  VERT ORDER  -  FIRST     CLASS II
 OX0081
 OX0081.The horizontal coordinates were scaled from a topographic map and have
 OX0081.an estimated accuracy of +/- 6 seconds.
 OX0081
 OX0081.The orthometric height was determined by differential leveling
 OX0081.and adjusted by the National Geodetic Survey in June 1991..
 OX0081
 OX0081.The geoid height was determined by GEOID03.
 OX0081
 OX0081.The dynamic height is computed by dividing the NAVD 88
 OX0081.geopotential number by the normal gravity value computed on the
 OX0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0081.degrees latitude (g = 980.6199 gals.).
 OX0081
 OX0081.The modeled gravity was interpolated from observed gravity values.
 OX0081
 OX0081;                    North         East    Units  Estimated Accuracy
 OX0081;SPC WY W     -   421,530.      746,170.      MT  (+/- 180 meters Scaled)
 OX0081
 OX0081                          SUPERSEDED SURVEY CONTROL
 OX0081
 OX0081  NGVD 29 (??/??/92) 1823.015  (m)         5981.01   (f) ADJ UNCH    1 2
 OX0081
 OX0081.Superseded values are not recommended for survey control.
 OX0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0081.See file dsdata.txt to determine how the superseded data were derived.
 OX0081
 OX0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP204044(NAD 83)
 OX0081_MARKER: DB = BENCH MARK DISK
 OX0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0081_STAMPING: E 46 1934
 OX0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0081+STABILITY: SURFACE MOTION
 OX0081
 OX0081  HISTORY     - Date     Condition        Report By
 OX0081  HISTORY     - 1934     MONUMENTED       CGS
 OX0081  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0081
 OX0081                          STATION DESCRIPTION
 OX0081
 OX0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0081'7.8 MI S FROM JACKSON.
 OX0081'7.8 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0081'ABOUT 1.0 MILE NORTH OF SQUAW CREEK, ABOUT 0.1 MILE SOUTH OF THE
 OX0081'ENTRANCE TO A RANCH, ABOUT 400 FEET NORTH OF GAME CREEK, 50.0 FEET
 OX0081'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 1.7 FEET EAST OF A FENCE.
 OX0081'A STANDARD DISK, STAMPED E 46 1934 AND SET IN THE TOP OF A CONCRETE
 OX0081'POST.  NOTE-- PRESENT HIGHWAY FILLED APPROX.  12 FEET AND SITE IS AT
 OX0081'EDGE OF FILL.  SITE IS HEAVILY COVERED WITH MATTED GRASS AND WEEDS
 OX0081'MAKING SEARCH VERY DIFFICULT.  EXISTENCE OF MARK QUESTIONABLE.
 OX0081
 OX0081                          STATION RECOVERY (1965)
 OX0081
 OX0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0116 ***********************************************************************
 OW0116  DESIGNATION -  E 47
 OW0116  PID         -  OW0116
 OW0116  STATE/COUNTY-  WY/FREMONT
 OW0116  USGS QUAD   -  BLUE HOLES (1991)
 OW0116
 OW0116                         *CURRENT SURVEY CONTROL
 OW0116  ___________________________________________________________________
 OW0116* NAD 83(1986)-  43 26 30.     (N)    109 27 45.     (W)     SCALED    
 OW0116* NAVD 88     -      1959.221  (meters)    6427.88   (feet)  ADJUSTED  
 OW0116  ___________________________________________________________________
 OW0116  GEOID HEIGHT-          -8.38  (meters)                     GEOID03
 OW0116  DYNAMIC HT  -        1957.923 (meters)    6423.62  (feet)  COMP
 OW0116  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 OW0116
 OW0116  VERT ORDER  -  SECOND    CLASS 0
 OW0116
 OW0116.The horizontal coordinates were scaled from a topographic map and have
 OW0116.an estimated accuracy of +/- 6 seconds.
 OW0116
 OW0116.The orthometric height was determined by differential leveling
 OW0116.and adjusted by the National Geodetic Survey in June 1991..
 OW0116
 OW0116.The geoid height was determined by GEOID03.
 OW0116
 OW0116.The dynamic height is computed by dividing the NAVD 88
 OW0116.geopotential number by the normal gravity value computed on the
 OW0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0116.degrees latitude (g = 980.6199 gals.).
 OW0116
 OW0116.The modeled gravity was interpolated from observed gravity values.
 OW0116
 OW0116;                    North         East    Units  Estimated Accuracy
 OW0116;SPC WYWC     -   326,970.      542,320.      MT  (+/- 180 meters Scaled)
 OW0116
 OW0116                          SUPERSEDED SURVEY CONTROL
 OW0116
 OW0116  NGVD 29 (??/??/92) 1958.107  (m)         6424.22   (f) ADJ UNCH    2 0
 OW0116
 OW0116.Superseded values are not recommended for survey control.
 OW0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0116.See file dsdata.txt to determine how the superseded data were derived.
 OW0116
 OW0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP244110(NAD 83)
 OW0116_MARKER: DB = BENCH MARK DISK
 OW0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0116_STAMPING: E 47 1934
 OW0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0116+STABILITY: SURFACE MOTION
 OW0116
 OW0116  HISTORY     - Date     Condition        Report By
 OW0116  HISTORY     - 1934     MONUMENTED       CGS
 OW0116
 OW0116                          STATION DESCRIPTION
 OW0116
 OW0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0116'12.4 MI E FROM DUBOIS.
 OW0116'ABOUT 12.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0116'DUBOIS, FREMONT COUNTY, ABOUT 2.9 MILES SOUTH OF THE CLIFF RANCH,
 OW0116'ABOUT 155.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE OVER WIND
 OW0116'RIVER, 7.7 FEET EAST OF POLE 2158, 39.4 FEET WEST OF THE CENTER LINE
 OW0116'OF THE HIGHWAY, AND ABOUT 2.0 FEET HIGHER THAN THE HIGHWAY.  A
 OW0116'STANDARD DISK, STAMPED E 47 1934 AND SET IN THE TOP OF A CONCRETE
 OW0116'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0044 ***********************************************************************
 OW0044  DESIGNATION -  E 49
 OW0044  PID         -  OW0044
 OW0044  STATE/COUNTY-  WY/HOT SPRINGS
 OW0044  USGS QUAD   -  THOMPSON RESERVOIRS (1965)
 OW0044
 OW0044                         *CURRENT SURVEY CONTROL
 OW0044  ___________________________________________________________________
 OW0044* NAD 83(1986)-  43 43 12.     (N)    108 29 51.     (W)     SCALED    
 OW0044* NAVD 88     -      1564.473  (meters)    5132.78   (feet)  ADJUSTED  
 OW0044  ___________________________________________________________________
 OW0044  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 OW0044  DYNAMIC HT  -        1563.599 (meters)    5129.91  (feet)  COMP
 OW0044  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 OW0044
 OW0044  VERT ORDER  -  SECOND    CLASS 0
 OW0044
 OW0044.The horizontal coordinates were scaled from a topographic map and have
 OW0044.an estimated accuracy of +/- 6 seconds.
 OW0044
 OW0044.The orthometric height was determined by differential leveling
 OW0044.and adjusted by the National Geodetic Survey in June 1991..
 OW0044.WARNING-Repeat measurements at this control monument indicate possible
 OW0044.vertical movement.
 OW0044
 OW0044.The geoid height was determined by GEOID03.
 OW0044
 OW0044.The dynamic height is computed by dividing the NAVD 88
 OW0044.geopotential number by the normal gravity value computed on the
 OW0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0044.degrees latitude (g = 980.6199 gals.).
 OW0044
 OW0044.The modeled gravity was interpolated from observed gravity values.
 OW0044
 OW0044;                    North         East    Units  Estimated Accuracy
 OW0044;SPC WYWC     -   357,670.      620,350.      MT  (+/- 180 meters Scaled)
 OW0044
 OW0044                          SUPERSEDED SURVEY CONTROL
 OW0044
 OW0044  NGVD 29 (??/??/92) 1563.531  (m)         5129.68   (f) ADJ UNCH    2 0
 OW0044
 OW0044.Superseded values are not recommended for survey control.
 OW0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0044.See file dsdata.txt to determine how the superseded data were derived.
 OW0044
 OW0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP015438(NAD 83)
 OW0044_MARKER: DB = BENCH MARK DISK
 OW0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0044_STAMPING: E 49 1934
 OW0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0044+STABILITY: SURFACE MOTION
 OW0044
 OW0044  HISTORY     - Date     Condition        Report By
 OW0044  HISTORY     - 1934     MONUMENTED       CGS
 OW0044
 OW0044                          STATION DESCRIPTION
 OW0044
 OW0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0044'17 MI NW FROM THERMOPOLIS.
 OW0044'ABOUT 17 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 OW0044'AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 5 MILES SOUTHWEST OF THE
 OW0044'POST OFFICE AT HAMILTON DOME, ABOUT 0.4 MILE NORTHWEST OF A RANCH
 OW0044'HOUSE SOUTHEAST OF AN IRRIGATION CANAL, 27 FEET NORTHEAST OF THE
 OW0044'CENTER LINE OF THE HIGHWAY, AND 15 FEET NORTHWEST OF A SHORT FENCE
 OW0044'BETWEEN THE RIGHT-OF-WAY AND THE EAST-AND-WEST FENCES.  A STANDARD
 OW0044'DISK, STAMPED E 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0018 ***********************************************************************
 NT0018  DESIGNATION -  E 50
 NT0018  PID         -  NT0018
 NT0018  STATE/COUNTY-  WY/SUBLETTE
 NT0018  USGS QUAD   -  DANIEL (1970)
 NT0018
 NT0018                         *CURRENT SURVEY CONTROL
 NT0018  ___________________________________________________________________
 NT0018* NAD 83(1986)-  42 45 20.     (N)    110 03 02.     (W)     SCALED    
 NT0018* NAVD 88     -      2151.408  (meters)    7058.41   (feet)  ADJUSTED  
 NT0018  ___________________________________________________________________
 NT0018  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 NT0018  DYNAMIC HT  -        2149.678 (meters)    7052.74  (feet)  COMP
 NT0018  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 NT0018
 NT0018  VERT ORDER  -  SECOND    CLASS 0
 NT0018
 NT0018.The horizontal coordinates were scaled from a topographic map and have
 NT0018.an estimated accuracy of +/- 6 seconds.
 NT0018
 NT0018.The orthometric height was determined by differential leveling
 NT0018.and adjusted by the National Geodetic Survey in June 1991..
 NT0018
 NT0018.The geoid height was determined by GEOID03.
 NT0018
 NT0018.The dynamic height is computed by dividing the NAVD 88
 NT0018.geopotential number by the normal gravity value computed on the
 NT0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0018.degrees latitude (g = 980.6199 gals.).
 NT0018
 NT0018.The modeled gravity was interpolated from observed gravity values.
 NT0018
 NT0018;                    North         East    Units  Estimated Accuracy
 NT0018;SPC WY W     -   350,500.      802,680.      MT  (+/- 180 meters Scaled)
 NT0018
 NT0018                          SUPERSEDED SURVEY CONTROL
 NT0018
 NT0018  NGVD 29 (??/??/92) 2150.006  (m)         7053.81   (f) ADJ UNCH    2 0
 NT0018
 NT0018.Superseded values are not recommended for survey control.
 NT0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0018.See file dsdata.txt to determine how the superseded data were derived.
 NT0018
 NT0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN776341(NAD 83)
 NT0018_MARKER: DB = BENCH MARK DISK
 NT0018_SETTING: 0 = UNSPECIFIED SETTING
 NT0018_STAMPING: E 50 1934
 NT0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0018
 NT0018  HISTORY     - Date     Condition        Report By
 NT0018  HISTORY     - 1934     MONUMENTED       CGS
 NT0018  HISTORY     - 1970     GOOD             USGS
 NT0018  HISTORY     - 1989     GOOD             WYHD
 NT0018
 NT0018                          STATION DESCRIPTION
 NT0018
 NT0018'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NT0018'7.9 MI SE FROM DANIEL.
 NT0018'TO REACH FROM POST OFFICE IN BIG PINEY, WYO., ABOUT 15.0 MILES NORTH
 NT0018'ON U.S. HIGHWAY 189 TO THE SECOND BRIDGE OVER COTTONWOOD CREEK,
 NT0018'CONTINUE NORTH ON HIGHWAY FOR 0.15 MILES, TURN RIGHT (EAST) AND TRAVEL
 NT0018'0.9 MILES TO X-ROADS.  TURN LEFT (NORTH) AND TRAVEL 0.35 MILES TO
 NT0018'JUNCTION OF OLD AND NEW ROAD.  CONTINUE ON OLD ROAD FOR 1.0 MILES TO
 NT0018'DRAINAGE DITCH.  MARK IS APPROX, 500 FEET NORTH OF DITCH.  IT IS 63
 NT0018'FEET SOUTH AND 51 FEET WEST OF OLD ROAD AT TRAIL WEST.
 NT0018
 NT0018                          STATION RECOVERY (1989)
 NT0018
 NT0018'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1989 (SVW)
 NT0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0044 ***********************************************************************
 NT0044  DESIGNATION -  E 51
 NT0044  PID         -  NT0044
 NT0044  STATE/COUNTY-  WY/LINCOLN
 NT0044  USGS QUAD   -  FONTENELLE RESERVOIR SW (1968)
 NT0044
 NT0044                         *CURRENT SURVEY CONTROL
 NT0044  ___________________________________________________________________
 NT0044* NAD 83(1986)-  42 03 17.     (N)    110 09 56.     (W)     SCALED    
 NT0044* NAVD 88     -      2084.666  (meters)    6839.44   (feet)  ADJUSTED  
 NT0044  ___________________________________________________________________
 NT0044  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 NT0044  DYNAMIC HT  -        2082.938 (meters)    6833.77  (feet)  COMP
 NT0044  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 NT0044
 NT0044  VERT ORDER  -  SECOND    CLASS 0
 NT0044
 NT0044.The horizontal coordinates were scaled from a topographic map and have
 NT0044.an estimated accuracy of +/- 6 seconds.
 NT0044
 NT0044.The orthometric height was determined by differential leveling
 NT0044.and adjusted by the National Geodetic Survey in June 1991..
 NT0044
 NT0044.The geoid height was determined by GEOID03.
 NT0044
 NT0044.The dynamic height is computed by dividing the NAVD 88
 NT0044.geopotential number by the normal gravity value computed on the
 NT0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0044.degrees latitude (g = 980.6199 gals.).
 NT0044
 NT0044.The modeled gravity was interpolated from observed gravity values.
 NT0044
 NT0044;                    North         East    Units  Estimated Accuracy
 NT0044;SPC WY W     -   272,660.      793,190.      MT  (+/- 180 meters Scaled)
 NT0044
 NT0044                          SUPERSEDED SURVEY CONTROL
 NT0044
 NT0044  NGVD 29 (??/??/92) 2083.329  (m)         6835.06   (f) ADJ UNCH    2 0
 NT0044
 NT0044.Superseded values are not recommended for survey control.
 NT0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0044.See file dsdata.txt to determine how the superseded data were derived.
 NT0044
 NT0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM690561(NAD 83)
 NT0044_MARKER: DB = BENCH MARK DISK
 NT0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0044_STAMPING: E 51 1934
 NT0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0044+STABILITY: SURFACE MOTION
 NT0044
 NT0044  HISTORY     - Date     Condition        Report By
 NT0044  HISTORY     - 1934     MONUMENTED       CGS
 NT0044  HISTORY     - 1968     MARK NOT FOUND   USGS
 NT0044
 NT0044                          STATION DESCRIPTION
 NT0044
 NT0044'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NT0044'16.8 MI S FROM TULSA.
 NT0044'16.8 MILES SOUTH ALONG U.S. HIGHWAY 89, FROM THE POST OFFICE AT TULSA,
 NT0044'LINCOLN COUNTY, ABOUT 10.7 MILES SOUTH OF NAMES HILL, AT A CONCRETE
 NT0044'CULVERT, IN THE CENTER AT THE TOP OF THE WEST HEADWALL, AND 18.3 FEET
 NT0044'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 51
 NT0044'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE IS A GRAVEL
 NT0044'PIT AT THE APPARENT LOCATION OF THIS MARK AND MARK MAY HAVE BEEN
 NT0044'BURIED BY THE GRAVEL PIT CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0037 ***********************************************************************
 MR0037  DESIGNATION -  E 52
 MR0037  PID         -  MR0037
 MR0037  STATE/COUNTY-  WY/LINCOLN
 MR0037  USGS QUAD   -  LITTLE ROUND MOUNTAIN (1969)
 MR0037
 MR0037                         *CURRENT SURVEY CONTROL
 MR0037  ___________________________________________________________________
 MR0037* NAD 83(1986)-  41 44 52.     (N)    110 29 29.     (W)     SCALED    
 MR0037* NAVD 88     -      2074.672  (meters)    6806.65   (feet)  ADJUSTED  
 MR0037  ___________________________________________________________________
 MR0037  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MR0037  DYNAMIC HT  -        2072.883 (meters)    6800.78  (feet)  COMP
 MR0037  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 MR0037
 MR0037  VERT ORDER  -  SECOND    CLASS 0
 MR0037
 MR0037.The horizontal coordinates were scaled from a topographic map and have
 MR0037.an estimated accuracy of +/- 6 seconds.
 MR0037
 MR0037.The orthometric height was determined by differential leveling
 MR0037.and adjusted by the National Geodetic Survey in June 1991..
 MR0037
 MR0037.The geoid height was determined by GEOID03.
 MR0037
 MR0037.The dynamic height is computed by dividing the NAVD 88
 MR0037.geopotential number by the normal gravity value computed on the
 MR0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0037.degrees latitude (g = 980.6199 gals.).
 MR0037
 MR0037.The modeled gravity was interpolated from observed gravity values.
 MR0037
 MR0037;                    North         East    Units  Estimated Accuracy
 MR0037;SPC WY W     -   238,650.      766,060.      MT  (+/- 180 meters Scaled)
 MR0037
 MR0037                          SUPERSEDED SURVEY CONTROL
 MR0037
 MR0037  NGVD 29 (??/??/92) 2073.30   (m)         6802.2    (f) COMPUTED    2 0
 MR0037
 MR0037.Superseded values are not recommended for survey control.
 MR0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0037.See file dsdata.txt to determine how the superseded data were derived.
 MR0037
 MR0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM422218(NAD 83)
 MR0037_MARKER: DB = BENCH MARK DISK
 MR0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0037_STAMPING: E 52 1934
 MR0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0037+STABILITY: SURFACE MOTION
 MR0037
 MR0037  HISTORY     - Date     Condition        Report By
 MR0037  HISTORY     - 1934     MONUMENTED       CGS
 MR0037  HISTORY     - 1964     GOOD             NGS
 MR0037
 MR0037                          STATION DESCRIPTION
 MR0037
 MR0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0037'5.8 MI E FROM KEMMERER.
 MR0037'ABOUT 5.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0037'AT KEMMERER, LINCOLN COUNTY, ABOUT 160 FEET WEST OF THE STATION AT
 MR0037'WATER FALL, ABOUT 700 FEET EAST OF MILEPOST 34, NEAR THE FENCE OF THE
 MR0037'WEST SECTION HOUSE, 97 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 MR0037'35 FEET WEST OF THE FENCE CORNER, 3 FEET SOUTH OF THE RIGHT-OF-WAY
 MR0037'FENCE, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MR0037'STAMPED E 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MR0037
 MR0037                          STATION RECOVERY (1964)
 MR0037
 MR0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MR0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0108 ***********************************************************************
 OU0108  DESIGNATION -  E 53
 OU0108  PID         -  OU0108
 OU0108  STATE/COUNTY-  WY/NIOBRARA
 OU0108  USGS QUAD   -  MULE CREEK (1978)
 OU0108
 OU0108                         *CURRENT SURVEY CONTROL
 OU0108  ___________________________________________________________________
 OU0108* NAD 83(1986)-  43 16 40.     (N)    104 10 32.     (W)     SCALED    
 OU0108* NAVD 88     -      1207.893  (meters)    3962.90   (feet)  ADJUSTED  
 OU0108  ___________________________________________________________________
 OU0108  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 OU0108  DYNAMIC HT  -        1207.335 (meters)    3961.06  (feet)  COMP
 OU0108  MODELED GRAV-     980,115.6   (mgal)                       NAVD 88
 OU0108
 OU0108  VERT ORDER  -  SECOND    CLASS 0
 OU0108
 OU0108.The horizontal coordinates were scaled from a topographic map and have
 OU0108.an estimated accuracy of +/- 6 seconds.
 OU0108
 OU0108.The orthometric height was determined by differential leveling
 OU0108.and adjusted by the National Geodetic Survey in June 1991..
 OU0108
 OU0108.The geoid height was determined by GEOID03.
 OU0108
 OU0108.The dynamic height is computed by dividing the NAVD 88
 OU0108.geopotential number by the normal gravity value computed on the
 OU0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0108.degrees latitude (g = 980.6199 gals.).
 OU0108
 OU0108.The modeled gravity was interpolated from observed gravity values.
 OU0108
 OU0108;                    North         East    Units  Estimated Accuracy
 OU0108;SPC WY E     -   308,990.      280,450.      MT  (+/- 180 meters Scaled)
 OU0108
 OU0108                          SUPERSEDED SURVEY CONTROL
 OU0108
 OU0108  NGVD 29 (??/??/92) 1207.286  (m)         3960.90   (f) ADJ UNCH    2 0
 OU0108
 OU0108.Superseded values are not recommended for survey control.
 OU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0108.See file dsdata.txt to determine how the superseded data were derived.
 OU0108
 OU0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH668919(NAD 83)
 OU0108_MARKER: DB = BENCH MARK DISK
 OU0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OU0108_SP_SET: CULVERT
 OU0108_STAMPING: E 53 1934
 OU0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0108
 OU0108  HISTORY     - Date     Condition        Report By
 OU0108  HISTORY     - 1934     MONUMENTED       CGS
 OU0108
 OU0108                          STATION DESCRIPTION
 OU0108
 OU0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0108'15.7 MI W FROM EDGEMONT.
 OU0108'IN NIOBRARA COUNTY, WYOMING, 15.7 MILES WEST ALONG U.S. HIGHWAY
 OU0108'18 FROM THE POST OFFICE AT EDGEMONT, FALL RIVER COUNTY, SOUTH
 OU0108'DAKOTA, THENCE 3.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 85, AT A
 OU0108'CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEADWALL,
 OU0108'AND 16 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 OU0108'DISK, STAMPED E 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0055 ***********************************************************************
 NQ0055  DESIGNATION -  E 54
 NQ0055  PID         -  NQ0055
 NQ0055  STATE/COUNTY-  WY/NIOBRARA
 NQ0055  USGS QUAD   -  LUSK (1981)
 NQ0055
 NQ0055                         *CURRENT SURVEY CONTROL
 NQ0055  ___________________________________________________________________
 NQ0055* NAD 83(1986)-  42 45 41.     (N)    104 27 08.     (W)     SCALED    
 NQ0055* NAVD 88     -      1532.181  (meters)    5026.83   (feet)  ADJUSTED  
 NQ0055  ___________________________________________________________________
 NQ0055  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NQ0055  DYNAMIC HT  -        1531.331 (meters)    5024.04  (feet)  COMP
 NQ0055  MODELED GRAV-     980,010.9   (mgal)                       NAVD 88
 NQ0055
 NQ0055  VERT ORDER  -  FIRST     CLASS II
 NQ0055
 NQ0055.The horizontal coordinates were scaled from a topographic map and have
 NQ0055.an estimated accuracy of +/- 6 seconds.
 NQ0055
 NQ0055.The orthometric height was determined by differential leveling
 NQ0055.and adjusted by the National Geodetic Survey in June 1991..
 NQ0055.WARNING-Repeat measurements at this control monument indicate possible
 NQ0055.vertical movement.
 NQ0055
 NQ0055.The geoid height was determined by GEOID03.
 NQ0055
 NQ0055.The dynamic height is computed by dividing the NAVD 88
 NQ0055.geopotential number by the normal gravity value computed on the
 NQ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0055.degrees latitude (g = 980.6199 gals.).
 NQ0055
 NQ0055.The modeled gravity was interpolated from observed gravity values.
 NQ0055
 NQ0055;                    North         East    Units  Estimated Accuracy
 NQ0055;SPC WY E     -   251,400.      258,480.      MT  (+/- 180 meters Scaled)
 NQ0055
 NQ0055                          SUPERSEDED SURVEY CONTROL
 NQ0055
 NQ0055  NGVD 29 (??/??/92) 1531.496  (m)         5024.58   (f) ADJ UNCH    1 2
 NQ0055
 NQ0055.Superseded values are not recommended for survey control.
 NQ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0055.See file dsdata.txt to determine how the superseded data were derived.
 NQ0055
 NQ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH448344(NAD 83)
 NQ0055_MARKER: DB = BENCH MARK DISK
 NQ0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0055_SP_SET: PILLAR
 NQ0055_STAMPING: E 54 1934
 NQ0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0055
 NQ0055  HISTORY     - Date     Condition        Report By
 NQ0055  HISTORY     - 1934     MONUMENTED       CGS
 NQ0055  HISTORY     - 1956     GOOD             NGS
 NQ0055  HISTORY     - 1976     GOOD             USGS
 NQ0055
 NQ0055                          STATION DESCRIPTION
 NQ0055
 NQ0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0055'AT LUSK.
 NQ0055'AT LUSK, 55 FEET WEST OF THE WEST CURB OF U.S. HIGHWAY 85, 0.25
 NQ0055'MILE SOUTH OF THE 2ND BUILDING NORTH OF WEST 4TH STREET, 11.5
 NQ0055'FEET NORTH OF THE CENTER OF THE EAST ENTRANCE TO THE ARMORY, 0.5
 NQ0055'FOOT EAST OF THE EAST WALL OF THE BUILDING, 4.6 FEET ABOVE THE
 NQ0055'GROUND, SET VERTICALLY IN THE NORTH SIDE OF A LARGE BRICK PILLAR,
 NQ0055'IN SECTION 8, TOWNSHIP 32 NORTH, RANGE 63 WEST.
 NQ0055
 NQ0055                          STATION RECOVERY (1976)
 NQ0055
 NQ0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NQ0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0166 ***********************************************************************
 OU0166  DESIGNATION -  E 55
 OU0166  PID         -  OU0166
 OU0166  STATE/COUNTY-  WY/NIOBRARA
 OU0166  USGS QUAD   -  DIXON RANCH (1981)
 OU0166
 OU0166                         *CURRENT SURVEY CONTROL
 OU0166  ___________________________________________________________________
 OU0166* NAD 83(1986)-  43 22 26.     (N)    104 42 14.     (W)     SCALED    
 OU0166* NAVD 88     -      1373.872  (meters)    4507.45   (feet)  ADJUSTED  
 OU0166  ___________________________________________________________________
 OU0166  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 OU0166  DYNAMIC HT  -        1373.156 (meters)    4505.10  (feet)  COMP
 OU0166  MODELED GRAV-     980,050.6   (mgal)                       NAVD 88
 OU0166
 OU0166  VERT ORDER  -  SECOND    CLASS 0
 OU0166
 OU0166.The horizontal coordinates were scaled from a topographic map and have
 OU0166.an estimated accuracy of +/- 6 seconds.
 OU0166
 OU0166.The orthometric height was determined by differential leveling
 OU0166.and adjusted by the National Geodetic Survey in June 1991..
 OU0166
 OU0166.The geoid height was determined by GEOID03.
 OU0166
 OU0166.The dynamic height is computed by dividing the NAVD 88
 OU0166.geopotential number by the normal gravity value computed on the
 OU0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0166.degrees latitude (g = 980.6199 gals.).
 OU0166
 OU0166.The modeled gravity was interpolated from observed gravity values.
 OU0166
 OU0166;                    North         East    Units  Estimated Accuracy
 OU0166;SPC WY E     -   319,290.      237,500.      MT  (+/- 180 meters Scaled)
 OU0166
 OU0166                          SUPERSEDED SURVEY CONTROL
 OU0166
 OU0166  NGVD 29 (??/??/92) 1373.130  (m)         4505.01   (f) ADJ UNCH    2 0
 OU0166
 OU0166.Superseded values are not recommended for survey control.
 OU0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0166.See file dsdata.txt to determine how the superseded data were derived.
 OU0166
 OU0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ239023(NAD 83)
 OU0166_MARKER: DB = BENCH MARK DISK
 OU0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0166_STAMPING: E 55 1934
 OU0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0166+STABILITY: SURFACE MOTION
 OU0166
 OU0166  HISTORY     - Date     Condition        Report By
 OU0166  HISTORY     - 1934     MONUMENTED       CGS
 OU0166  HISTORY     - 1957     GOOD             NGS
 OU0166  HISTORY     - 1976     GOOD             USGS
 OU0166
 OU0166                          STATION DESCRIPTION
 OU0166
 OU0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0166'20.4 MI SE FROM DULL CENTER.
 OU0166'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0166'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0166'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0166'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE
 OU0166'9.9 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.45 MILE
 OU0166'NORTHWEST OF A JUNCTION WITH A GRADED DIRT ROAD LEADING EAST,
 OU0166'0.15 MILE NORTHWEST OF A FLAT TOPPED HILL, 177 FEET NORTH OF THE
 OU0166'CENTER LINE OF A ROAD, 44 FEET NORTHWEST OF THE CENTER LINE
 OU0166'OF A DIM TRACK ROAD, 1 FOOT SOUTH OF A WITNESS POST, SET IN
 OU0166'THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 OU0166'GROUND, IN THE NORTHEAST 1/4 OF SECTION 7, TOWNSHIP 39 NORTH,
 OU0166'RANGE 65 WEST.
 OU0166
 OU0166                          STATION RECOVERY (1976)
 OU0166
 OU0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0166'NACHTMAN SCHOOL (DULL CENTER), 13.8 MI EAST AND SE. FROM, ALONG
 OU0166'GRADED COUNTY RD., THENCE 3.2 MI EAST ALONG GRADED COUNTY RD., ABOUT
 OU0166'0.4 MI SW. OF THE NE. COR. SEC. 7, T 39 N., R 65 W, 0.15 MI WEST OF A
 OU0166'FLAT TOPPED HILL, 0.45 MI NW. OF A RD. FK. 170 FT NORTH OF THE
 OU0166'CENTERLINE OF THE RD., SET IN THE TOP OF A CONCRETE POST PROJECTING
 OU0166'0.7 FT, STANDARD DISK STAMPED "E 55 1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0324 ***********************************************************************
 NQ0324  DESIGNATION -  E 59
 NQ0324  PID         -  NQ0324
 NQ0324  STATE/COUNTY-  WY/CONVERSE
 NQ0324  USGS QUAD   -  ANTELOPE CREEK (1973)
 NQ0324
 NQ0324                         *CURRENT SURVEY CONTROL
 NQ0324  ___________________________________________________________________
 NQ0324* NAD 83(1986)-  42 49 33.     (N)    105 19 07.     (W)     SCALED    
 NQ0324* NAVD 88     -      1529.874  (meters)    5019.26   (feet)  ADJUSTED  
 NQ0324  ___________________________________________________________________
 NQ0324  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NQ0324  DYNAMIC HT  -        1528.905 (meters)    5016.08  (feet)  COMP
 NQ0324  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 NQ0324
 NQ0324  VERT ORDER  -  SECOND    CLASS 0
 NQ0324
 NQ0324.The horizontal coordinates were scaled from a topographic map and have
 NQ0324.an estimated accuracy of +/- 6 seconds.
 NQ0324
 NQ0324.The orthometric height was determined by differential leveling
 NQ0324.and adjusted by the National Geodetic Survey in June 1991..
 NQ0324
 NQ0324.The geoid height was determined by GEOID03.
 NQ0324
 NQ0324.The dynamic height is computed by dividing the NAVD 88
 NQ0324.geopotential number by the normal gravity value computed on the
 NQ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0324.degrees latitude (g = 980.6199 gals.).
 NQ0324
 NQ0324.The modeled gravity was interpolated from observed gravity values.
 NQ0324
 NQ0324;                    North         East    Units  Estimated Accuracy
 NQ0324;SPC WY E     -   258,320.      187,580.      MT  (+/- 180 meters Scaled)
 NQ0324
 NQ0324                          SUPERSEDED SURVEY CONTROL
 NQ0324
 NQ0324  NGVD 29 (??/??/92) 1529.00   (m)         5016.4    (f) COMPUTED    2 0
 NQ0324
 NQ0324.Superseded values are not recommended for survey control.
 NQ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0324.See file dsdata.txt to determine how the superseded data were derived.
 NQ0324
 NQ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH739415(NAD 83)
 NQ0324_MARKER: DB = BENCH MARK DISK
 NQ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0324_STAMPING: E 59 1934
 NQ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0324+STABILITY: SURFACE MOTION
 NQ0324
 NQ0324  HISTORY     - Date     Condition        Report By
 NQ0324  HISTORY     - 1934     MONUMENTED       CGS
 NQ0324
 NQ0324                          STATION DESCRIPTION
 NQ0324
 NQ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0324'5.7 MI NE FROM DOUGLAS.
 NQ0324'ABOUT 5.7 MILES NORTHEAST ALONG STATE HIGHWAY 185 FROM THE POST
 NQ0324'OFFICE AT DOUGLAS, CONVERSE COUNTY, AT A TURN NORTH PAST A LITTLE
 NQ0324'WHITE SCHOOLHOUSE ON THE NORTHWEST SIDE OF THE HIGHWAY, 29.0 FEET
 NQ0324'WEST OF THE CENTER LINE OF A COUNTY ROAD, 98.5 FEET NORTHWEST
 NQ0324'OF THE CENTER LINE OF THE HIGHWAY, 14.5 FEET SOUTHWEST OF A
 NQ0324'FENCE CORNER, AND 1.5 FEET SOUTHEAST OF A FENCE.  A STANDARD
 NQ0324'DISK, STAMPED E 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0118 ***********************************************************************
 MR0118  DESIGNATION -  E 6
 MR0118  PID         -  MR0118
 MR0118  STATE/COUNTY-  WY/UINTA
 MR0118  USGS QUAD   -  LEROY (1978)
 MR0118
 MR0118                         *CURRENT SURVEY CONTROL
 MR0118  ___________________________________________________________________
 MR0118* NAD 83(1986)-  41 19 28.     (N)    110 37 08.     (W)     SCALED    
 MR0118* NAVD 88     -      2041.963  (meters)    6699.34   (feet)  ADJUSTED  
 MR0118  ___________________________________________________________________
 MR0118  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 MR0118  DYNAMIC HT  -        2040.132 (meters)    6693.33  (feet)  COMP
 MR0118  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 MR0118
 MR0118  VERT ORDER  -  FIRST     CLASS II
 MR0118
 MR0118.The horizontal coordinates were scaled from a topographic map and have
 MR0118.an estimated accuracy of +/- 6 seconds.
 MR0118
 MR0118.The orthometric height was determined by differential leveling
 MR0118.and adjusted by the National Geodetic Survey in June 1991..
 MR0118
 MR0118.The geoid height was determined by GEOID03.
 MR0118
 MR0118.The dynamic height is computed by dividing the NAVD 88
 MR0118.geopotential number by the normal gravity value computed on the
 MR0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0118.degrees latitude (g = 980.6199 gals.).
 MR0118
 MR0118.The modeled gravity was interpolated from observed gravity values.
 MR0118
 MR0118;                    North         East    Units  Estimated Accuracy
 MR0118;SPC WY W     -   191,690.      755,170.      MT  (+/- 180 meters Scaled)
 MR0118
 MR0118                          SUPERSEDED SURVEY CONTROL
 MR0118
 MR0118  NGVD 29 (06/08/92) 2040.673  (m)         6695.11   (f) ADJUSTED    1 2
 MR0118
 MR0118.Superseded values are not recommended for survey control.
 MR0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0118.See file dsdata.txt to determine how the superseded data were derived.
 MR0118
 MR0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL318748(NAD 83)
 MR0118_MARKER: Q = CHISELED SQUARE
 MR0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0118_SP_SET: LIMESTONE POST
 MR0118_MARK LOGO: CGS   
 MR0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0118+STABILITY: SURFACE MOTION
 MR0118
 MR0118  HISTORY     - Date     Condition        Report By
 MR0118  HISTORY     - 1903     MONUMENTED       CGS
 MR0118  HISTORY     - 1958     GOOD             NGS
 MR0118  HISTORY     - 1983     GOOD             NGS
 MR0118
 MR0118                          STATION DESCRIPTION
 MR0118
 MR0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0118'13.2 MI NE FROM ALTAMONT.
 MR0118'ABOUT 13.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0118'STATION ALTAMONT, ABOUT 0.6 MILE NORTHEAST OF MILEPOST 891, ABOUT 0.1
 MR0118'MILE NORTHEAST OF THE LEROY SIDING SIGN, 93 FEET SOUTHEAST OF THE
 MR0118'SOUTHEAST RAIL, 107 FEET NORTHEAST OF THE EAST CORNER OF THE NORTHEAST
 MR0118'SECTION HOUSE, 41 FEET EAST OF A TELEPHONE POLE, 3 FEET NORTHWEST OF
 MR0118'THE RIGHT OF WAY FENCE, 6 INCHES NORTHWEST OF A METAL WITNESS POST,
 MR0118'ABOUT 10 FEET BELOW THE LEVEL OF THE TRACKS, 6 INCHES BELOW THE
 MR0118'SURFACE OF THE GROUND, AND IN THE TOP OF A LIMESTONE POST SURROUNDED
 MR0118'BY THE LETTERS U.S.B.M.
 MR0118
 MR0118                          STATION RECOVERY (1983)
 MR0118
 MR0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0160 ***********************************************************************
 PV0160  DESIGNATION -  E 60
 PV0160  PID         -  PV0160
 PV0160  STATE/COUNTY-  WY/CROOK
 PV0160  USGS QUAD   -  OSHOTO (1984)
 PV0160
 PV0160                         *CURRENT SURVEY CONTROL
 PV0160  ___________________________________________________________________
 PV0160* NAD 83(1986)-  44 36 05.     (N)    104 59 17.     (W)     SCALED    
 PV0160* NAVD 88     -      1305.678  (meters)    4283.71   (feet)  ADJUSTED  
 PV0160  ___________________________________________________________________
 PV0160  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 PV0160  DYNAMIC HT  -        1305.191 (meters)    4282.11  (feet)  COMP
 PV0160  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 PV0160
 PV0160  VERT ORDER  -  SECOND    CLASS 0
 PV0160
 PV0160.The horizontal coordinates were scaled from a topographic map and have
 PV0160.an estimated accuracy of +/- 6 seconds.
 PV0160
 PV0160.The orthometric height was determined by differential leveling
 PV0160.and adjusted by the National Geodetic Survey in June 1991..
 PV0160
 PV0160.The geoid height was determined by GEOID03.
 PV0160
 PV0160.The dynamic height is computed by dividing the NAVD 88
 PV0160.geopotential number by the normal gravity value computed on the
 PV0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0160.degrees latitude (g = 980.6199 gals.).
 PV0160
 PV0160.The modeled gravity was interpolated from observed gravity values.
 PV0160
 PV0160;                    North         East    Units  Estimated Accuracy
 PV0160;SPC WY E     -   455,590.      214,180.      MT  (+/- 180 meters Scaled)
 PV0160
 PV0160                          SUPERSEDED SURVEY CONTROL
 PV0160
 PV0160  NGVD 29 (??/??/92) 1305.027  (m)         4281.58   (f) ADJ UNCH    2 0
 PV0160
 PV0160.Superseded values are not recommended for survey control.
 PV0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0160.See file dsdata.txt to determine how the superseded data were derived.
 PV0160
 PV0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK009386(NAD 83)
 PV0160_MARKER: DB = BENCH MARK DISK
 PV0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0160_STAMPING: E 60 1934
 PV0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0160+STABILITY: SURFACE MOTION
 PV0160
 PV0160  HISTORY     - Date     Condition        Report By
 PV0160  HISTORY     - 1934     MONUMENTED       CGS
 PV0160
 PV0160                          STATION DESCRIPTION
 PV0160
 PV0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0160'12.3 MI S FROM STRONER.
 PV0160'12.3 MILES SOUTH ALONG THE ROAD LEADING TO CARLILE FROM STRONER,
 PV0160'CROOK COUNTY, ABOUT 1.7 MILES WEST AND 1.7 MILES NORTH OF THE
 PV0160'GENERAL STORE AT OSHOTO, ABOUT 70 FEET NORTHEAST OF THE JUNCTION
 PV0160'WITH A SIDE ROAD LEADING WEST TO A SMALL RANCH, 30 FEET EAST OF
 PV0160'THE CENTER LINE OF THE MAIN ROAD, AND 2.5 FEET WEST OF THE
 PV0160'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 60 1934 AND SET
 PV0160'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0007 ***********************************************************************
 PV0007  DESIGNATION -  E 61
 PV0007  PID         -  PV0007
 PV0007  STATE/COUNTY-  WY/CROOK
 PV0007  USGS QUAD   -  SHEPARD RESERVOIR (1984)
 PV0007
 PV0007                         *CURRENT SURVEY CONTROL
 PV0007  ___________________________________________________________________
 PV0007* NAD 83(1986)-  44 53 11.     (N)    104 08 21.     (W)     SCALED    
 PV0007* NAVD 88     -      1011.842  (meters)    3319.68   (feet)  ADJUSTED  
 PV0007  ___________________________________________________________________
 PV0007  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 PV0007  DYNAMIC HT  -        1011.583 (meters)    3318.84  (feet)  COMP
 PV0007  MODELED GRAV-     980,325.9   (mgal)                       NAVD 88
 PV0007
 PV0007  VERT ORDER  -  SECOND    CLASS 0
 PV0007
 PV0007.The horizontal coordinates were scaled from a topographic map and have
 PV0007.an estimated accuracy of +/- 6 seconds.
 PV0007
 PV0007.The orthometric height was determined by differential leveling
 PV0007.and adjusted by the National Geodetic Survey in June 1991..
 PV0007
 PV0007.The geoid height was determined by GEOID03.
 PV0007
 PV0007.The dynamic height is computed by dividing the NAVD 88
 PV0007.geopotential number by the normal gravity value computed on the
 PV0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0007.degrees latitude (g = 980.6199 gals.).
 PV0007
 PV0007.The modeled gravity was interpolated from observed gravity values.
 PV0007
 PV0007;                    North         East    Units  Estimated Accuracy
 PV0007;SPC WY E     -   487,750.      281,170.      MT  (+/- 180 meters Scaled)
 PV0007
 PV0007                          SUPERSEDED SURVEY CONTROL
 PV0007
 PV0007  NGVD 29 (??/??/92) 1011.330  (m)         3318.01   (f) ADJ UNCH    2 0
 PV0007
 PV0007.Superseded values are not recommended for survey control.
 PV0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0007.See file dsdata.txt to determine how the superseded data were derived.
 PV0007
 PV0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK679706(NAD 83)
 PV0007_MARKER: DB = BENCH MARK DISK
 PV0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0007_STAMPING: E 61 1934
 PV0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0007+STABILITY: SURFACE MOTION
 PV0007
 PV0007  HISTORY     - Date     Condition        Report By
 PV0007  HISTORY     - 1934     MONUMENTED       CGS
 PV0007  HISTORY     - 1957     GOOD             USGS
 PV0007
 PV0007                          STATION DESCRIPTION
 PV0007
 PV0007'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0007'3.9 MI SE FROM COLONY.
 PV0007'3.9 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 212 FROM BAROID
 PV0007'BENTONITE PLANT, (COLONY PLANT) 0.8 MILE SOUTHEAST ALONG U.S.
 PV0007'HIGHWAY 212, 1.6 MILES NORTH TO OLD HIGHWAY 212, 1.3 MILES
 PV0007'NORTHWEST ALONG OLD HIGHWAY 212, NEAR ENTRANCE TO ABANDONED
 PV0007'RANCH, 49 FEET NORTHEAST OF THE CENTERLINE OF OLD HIGHWAY.  A
 PV0007'STANDARD DISK, STAMPED E 61 1934 AND SET IN THE TOP OF A CONCRETE
 PV0007'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0022 ***********************************************************************
 MO0022  DESIGNATION -  E 63
 MO0022  PID         -  MO0022
 MO0022  STATE/COUNTY-  WY/GOSHEN
 MO0022  USGS QUAD   -  YODER (1990)
 MO0022
 MO0022                         *CURRENT SURVEY CONTROL
 MO0022  ___________________________________________________________________
 MO0022* NAD 83(1986)-  41 54 53.     (N)    104 19 06.     (W)     SCALED    
 MO0022* NAVD 88     -      1296.987  (meters)    4255.20   (feet)  ADJUSTED  
 MO0022  ___________________________________________________________________
 MO0022  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 MO0022  DYNAMIC HT  -        1296.131 (meters)    4252.39  (feet)  COMP
 MO0022  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 MO0022
 MO0022  VERT ORDER  -  SECOND    CLASS 0
 MO0022
 MO0022.The horizontal coordinates were scaled from a topographic map and have
 MO0022.an estimated accuracy of +/- 6 seconds.
 MO0022
 MO0022.The orthometric height was determined by differential leveling
 MO0022.and adjusted by the National Geodetic Survey in June 1991..
 MO0022
 MO0022.The geoid height was determined by GEOID03.
 MO0022
 MO0022.The dynamic height is computed by dividing the NAVD 88
 MO0022.geopotential number by the normal gravity value computed on the
 MO0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0022.degrees latitude (g = 980.6199 gals.).
 MO0022
 MO0022.The modeled gravity was interpolated from observed gravity values.
 MO0022
 MO0022;                    North         East    Units  Estimated Accuracy
 MO0022;SPC WY E     -   157,450.      270,380.      MT  (+/- 180 meters Scaled)
 MO0022
 MO0022                          SUPERSEDED SURVEY CONTROL
 MO0022
 MO0022  NGVD 29 (??/??/92) 1296.216  (m)         4252.67   (f) ADJ UNCH    2 0
 MO0022
 MO0022.Superseded values are not recommended for survey control.
 MO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0022.See file dsdata.txt to determine how the superseded data were derived.
 MO0022
 MO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG565405(NAD 83)
 MO0022_MARKER: DB = BENCH MARK DISK
 MO0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0022_STAMPING: E 63 1934
 MO0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0022+STABILITY: SURFACE MOTION
 MO0022
 MO0022  HISTORY     - Date     Condition        Report By
 MO0022  HISTORY     - 1934     MONUMENTED       CGS
 MO0022  HISTORY     - 1960     MARK NOT FOUND   NGS
 MO0022
 MO0022                          STATION DESCRIPTION
 MO0022
 MO0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0022'1.2 MI W FROM YODER.
 MO0022'1.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0022'AT YODER, 0.5 MILE WEST OF THE RAILROAD JUNCTION WEST OF YODER,
 MO0022'350 FEET EAST OF A ROAD CROSSING, 16.6 FEET NORTHEAST OF MILEPOST
 MO0022'182, 53 FEET SOUTHEAST OF THE SOUTH RAIL, 36 FEET NORTH OF
 MO0022'THE CENTERLINE OF A ROAD, AND 3.6 FEET NORTH OF A FENCE.  A
 MO0022'STANDARD DISK, STAMPED E 63 1934 AND SET IN THE TOP OF A CONCRETE
 MO0022'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0182 ***********************************************************************
 NQ0182  DESIGNATION -  E 64
 NQ0182  PID         -  NQ0182
 NQ0182  STATE/COUNTY-  WY/GOSHEN
 NQ0182  USGS QUAD   -  FORT LARAMIE (1990)
 NQ0182
 NQ0182                         *CURRENT SURVEY CONTROL
 NQ0182  ___________________________________________________________________
 NQ0182* NAD 83(1986)-  42 13 36.     (N)    104 32 14.     (W)     SCALED    
 NQ0182* NAVD 88     -      1295.525  (meters)    4250.40   (feet)  ADJUSTED  
 NQ0182  ___________________________________________________________________
 NQ0182  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 NQ0182  DYNAMIC HT  -        1294.723 (meters)    4247.77  (feet)  COMP
 NQ0182  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 NQ0182
 NQ0182  VERT ORDER  -  SECOND    CLASS 0
 NQ0182
 NQ0182.The horizontal coordinates were scaled from a topographic map and have
 NQ0182.an estimated accuracy of +/- 6 seconds.
 NQ0182
 NQ0182.The orthometric height was determined by differential leveling
 NQ0182.and adjusted by the National Geodetic Survey in June 1991..
 NQ0182
 NQ0182.The geoid height was determined by GEOID03.
 NQ0182
 NQ0182.The dynamic height is computed by dividing the NAVD 88
 NQ0182.geopotential number by the normal gravity value computed on the
 NQ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0182.degrees latitude (g = 980.6199 gals.).
 NQ0182
 NQ0182.The modeled gravity was interpolated from observed gravity values.
 NQ0182
 NQ0182;                    North         East    Units  Estimated Accuracy
 NQ0182;SPC WY E     -   191,950.      251,960.      MT  (+/- 180 meters Scaled)
 NQ0182
 NQ0182                          SUPERSEDED SURVEY CONTROL
 NQ0182
 NQ0182  NGVD 29 (??/??/92) 1294.757  (m)         4247.88   (f) ADJ UNCH    2 0
 NQ0182
 NQ0182.Superseded values are not recommended for survey control.
 NQ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0182.See file dsdata.txt to determine how the superseded data were derived.
 NQ0182
 NQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG381750(NAD 83)
 NQ0182_MARKER: DB = BENCH MARK DISK
 NQ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0182_STAMPING: E 64 1934
 NQ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0182+STABILITY: SURFACE MOTION
 NQ0182
 NQ0182  HISTORY     - Date     Condition        Report By
 NQ0182  HISTORY     - 1934     MONUMENTED       CGS
 NQ0182  HISTORY     - 1941     GOOD             NGS
 NQ0182
 NQ0182                          STATION DESCRIPTION
 NQ0182
 NQ0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0182'1.5 MI NW FROM FORT LARAMIE.
 NQ0182'1.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0182'RAILROAD FROM THE STATION AT FORT LARAMIE, 0.5 MILE SOUTHEAST
 NQ0182'OF MILEPOST 84, 48 FEET NORTHEAST OF THE CENTER OF A ROAD
 NQ0182'CROSSING, 41.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 43.5 FEET
 NQ0182'EAST OF THE CENTERLINE OF THE ROAD, AND 2.8 FEET WEST OF A CORNER
 NQ0182'POST IN THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 64
 NQ0182'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0620 ***********************************************************************
 MO0620  DESIGNATION -  E 65
 MO0620  PID         -  MO0620
 MO0620  STATE/COUNTY-  WY/ALBANY
 MO0620  USGS QUAD   -  LARAMIE SW (1978)
 MO0620
 MO0620                         *CURRENT SURVEY CONTROL
 MO0620  ___________________________________________________________________
 MO0620* NAD 83(1986)-  41 19 33.     (N)    105 40 17.     (W)     SCALED    
 MO0620* NAVD 88     -      2207.749  (meters)    7243.26   (feet)  ADJUSTED  
 MO0620  ___________________________________________________________________
 MO0620  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 MO0620  DYNAMIC HT  -        2205.825 (meters)    7236.94  (feet)  COMP
 MO0620  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 MO0620
 MO0620  VERT ORDER  -  FIRST     CLASS II
 MO0620
 MO0620.The horizontal coordinates were scaled from a topographic map and have
 MO0620.an estimated accuracy of +/- 6 seconds.
 MO0620
 MO0620.The orthometric height was determined by differential leveling
 MO0620.and adjusted by the National Geodetic Survey in June 1991..
 MO0620.WARNING-Repeat measurements at this control monument indicate possible
 MO0620.vertical movement.
 MO0620
 MO0620.The geoid height was determined by GEOID03.
 MO0620
 MO0620.The dynamic height is computed by dividing the NAVD 88
 MO0620.geopotential number by the normal gravity value computed on the
 MO0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0620.degrees latitude (g = 980.6199 gals.).
 MO0620
 MO0620.The modeled gravity was interpolated from observed gravity values.
 MO0620
 MO0620;                    North         East    Units  Estimated Accuracy
 MO0620;SPC WY E     -    91,830.      157,750.      MT  (+/- 180 meters Scaled)
 MO0620
 MO0620                          SUPERSEDED SURVEY CONTROL
 MO0620
 MO0620  NGVD 29 (??/??/92) 2206.685  (m)         7239.77   (f) ADJ UNCH    1 2
 MO0620
 MO0620.Superseded values are not recommended for survey control.
 MO0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0620.See file dsdata.txt to determine how the superseded data were derived.
 MO0620
 MO0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF438751(NAD 83)
 MO0620_MARKER: DB = BENCH MARK DISK
 MO0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0620_STAMPING: E 65 1934
 MO0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0620+STABILITY: SURFACE MOTION
 MO0620
 MO0620  HISTORY     - Date     Condition        Report By
 MO0620  HISTORY     - 1934     MONUMENTED       CGS
 MO0620  HISTORY     - 1956     GOOD             NGS
 MO0620
 MO0620                          STATION DESCRIPTION
 MO0620
 MO0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0620'4.3 MI W FROM LARAMIE.
 MO0620'4.3 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0620'RAILROAD FROM THE STATION AT LARAMIE, 319.5 FEET WEST OF A PIPE
 MO0620'LINE CROSSING, 4.4 FEET NORTHEAST OF THE 6TH POLE WEST OF
 MO0620'MILEPOST 4, 103 FEET EAST OF THE CENTER OF A PRIVATE ROAD
 MO0620'CROSSING, 28.9 FEET NORTH OF THE NORTH RAIL, 70 FEET SOUTH OF A
 MO0620'FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0620'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE SOUTHWEST
 MO0620'1/4 OF SECTION 26, TOWNSHIP 16 NORTH, RANGE 74 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0564 ***********************************************************************
 MO0564  DESIGNATION -  E 66
 MO0564  PID         -  MO0564
 MO0564  STATE/COUNTY-  WY/ALBANY
 MO0564  USGS QUAD   -  RED BUTTES (1978)
 MO0564
 MO0564                         *CURRENT SURVEY CONTROL
 MO0564  ___________________________________________________________________
 MO0564* NAD 83(1986)-  41 09 15.     (N)    105 34 26.     (W)     SCALED    
 MO0564* NAVD 88     -      2260.765  (meters)    7417.19   (feet)  ADJUSTED  
 MO0564  ___________________________________________________________________
 MO0564  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 MO0564  DYNAMIC HT  -        2258.722 (meters)    7410.49  (feet)  COMP
 MO0564  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 MO0564
 MO0564  VERT ORDER  -  FIRST     CLASS II
 MO0564
 MO0564.The horizontal coordinates were scaled from a topographic map and have
 MO0564.an estimated accuracy of +/- 6 seconds.
 MO0564
 MO0564.The orthometric height was determined by differential leveling
 MO0564.and adjusted by the National Geodetic Survey in June 1991..
 MO0564.WARNING-Repeat measurements at this control monument indicate possible
 MO0564.vertical movement.
 MO0564
 MO0564.The geoid height was determined by GEOID03.
 MO0564
 MO0564.The dynamic height is computed by dividing the NAVD 88
 MO0564.geopotential number by the normal gravity value computed on the
 MO0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0564.degrees latitude (g = 980.6199 gals.).
 MO0564
 MO0564.The modeled gravity was interpolated from observed gravity values.
 MO0564
 MO0564;                    North         East    Units  Estimated Accuracy
 MO0564;SPC WY E     -    72,720.      165,820.      MT  (+/- 180 meters Scaled)
 MO0564
 MO0564                          SUPERSEDED SURVEY CONTROL
 MO0564
 MO0564  NGVD 29 (06/08/92) 2259.659  (m)         7413.56   (f) ADJUSTED    1 2
 MO0564
 MO0564.Superseded values are not recommended for survey control.
 MO0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0564.See file dsdata.txt to determine how the superseded data were derived.
 MO0564
 MO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF518560(NAD 83)
 MO0564_MARKER: DB = BENCH MARK DISK
 MO0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0564_STAMPING: E 66 1934
 MO0564_MARK LOGO: CGS   
 MO0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0564+STABILITY: SURFACE MOTION
 MO0564
 MO0564  HISTORY     - Date     Condition        Report By
 MO0564  HISTORY     - 1934     MONUMENTED       CGS
 MO0564  HISTORY     - 1956     GOOD             NGS
 MO0564  HISTORY     - 1983     GOOD             NGS
 MO0564
 MO0564                          STATION DESCRIPTION
 MO0564
 MO0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0564'2.2 MI SE FROM RED BUTTES.
 MO0564'2.2 MILES SOUTHEAST ALONG THE SOUTHWEST TRACK OF THE UNION
 MO0564'PACIFIC RAILROAD FROM THE STATION SIGN AT RED BUTTES, 37 FEET
 MO0564'SOUTHWEST OF THE 8TH POLE NORTHWEST OF MILEPOST 555, 43.9 FEET
 MO0564'NORTHEAST OF THE NORTHEAST RAIL, 192.9 FEET SOUTHWEST OF THE
 MO0564'CENTER LINE OF U.S. HIGHWAY 287, 358.2 FEET SOUTHEAST OF A FENCE
 MO0564'CORNER, 3.6 FEET SOUTHWEST OF A FENCE, 1.5 FEET SOUTHEAST OF A
 MO0564'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0564'0.1 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 27,
 MO0564'TOWNSHIP 14 NORTH, RANGE 73 WEST.
 MO0564
 MO0564                          STATION RECOVERY (1983)
 MO0564
 MO0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0564'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.9 KM
 MO0564'(11.1 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0564'STATION IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0240 ***********************************************************************
 MR0240  DESIGNATION -  E 69
 MR0240  PID         -  MR0240
 MR0240  STATE/COUNTY-  WY/LINCOLN
 MR0240  USGS QUAD   -  BECKWITH (1985)
 MR0240
 MR0240                         *CURRENT SURVEY CONTROL
 MR0240  ___________________________________________________________________
 MR0240* NAD 83(1993)-  41 55 08.85064(N)    110 57 56.97938(W)     ADJUSTED  
 MR0240* NAVD 88     -      1890.514  (meters)    6202.46   (feet)  ADJUSTED  
 MR0240  ___________________________________________________________________
 MR0240  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 MR0240  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 MR0240  DYNAMIC HT  -        1888.979 (meters)    6197.43  (feet)  COMP
 MR0240  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 MR0240
 MR0240  HORZ ORDER  -  THIRD
 MR0240  VERT ORDER  -  SECOND    CLASS 0
 MR0240
 MR0240.The horizontal coordinates were established by classical geodetic methods
 MR0240.and adjusted by the National Geodetic Survey in January 1997..
 MR0240
 MR0240.The orthometric height was determined by differential leveling
 MR0240.and adjusted by the National Geodetic Survey in June 1991..
 MR0240
 MR0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0240
 MR0240.The geoid height was determined by GEOID03.
 MR0240
 MR0240.The dynamic height is computed by dividing the NAVD 88
 MR0240.geopotential number by the normal gravity value computed on the
 MR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0240.degrees latitude (g = 980.6199 gals.).
 MR0240
 MR0240.The modeled gravity was interpolated from observed gravity values.
 MR0240
 MR0240;                    North         East     Units Scale Factor Converg.
 MR0240;SPC WY W     -   257,971.960   726,796.428   MT  1.00000342   -0 35 22.6
 MR0240;UTM  12      - 4,640,797.414   502,833.657   MT  0.99960010   +0 01 22.2
 MR0240
 MR0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0240!SPC WY W     -   0.99970577  x   1.00000342  =   0.99970919
 MR0240!UTM  12      -   0.99970577  x   0.99960010  =   0.99930599
 MR0240
 MR0240:                Primary Azimuth Mark                     Grid Az
 MR0240:SPC WY W     -  RED 2                                    329 57 59.0
 MR0240:UTM  12      -  RED 2                                    329 21 14.2
 MR0240
 MR0240|---------------------------------------------------------------------|
 MR0240| PID    Reference Object                     Distance      Geod. Az  |
 MR0240|                                                           dddmmss.s |
 MR0240| NT0538 RED 2                               APPROX.11.4 KM 3292236.4 |
 MR0240|---------------------------------------------------------------------|
 MR0240
 MR0240                          SUPERSEDED SURVEY CONTROL
 MR0240
 MR0240  NAD 83(1986)-  41 55 08.84096(N)    110 57 56.97508(W) AD(       ) 3
 MR0240  NAD 27      -  41 55 09.04867(N)    110 57 54.30446(W) AD(       ) 3
 MR0240  NGVD 29 (??/??/92) 1889.218  (m)         6198.21   (f) ADJ UNCH    2 0
 MR0240
 MR0240.Superseded values are not recommended for survey control.
 MR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0240.See file dsdata.txt to determine how the superseded data were derived.
 MR0240
 MR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM0283440797(NAD 83)
 MR0240_MARKER: DB = BENCH MARK DISK
 MR0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0240_STAMPING: E 69 1934
 MR0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0240+STABILITY: SURFACE MOTION
 MR0240
 MR0240  HISTORY     - Date     Condition        Report By
 MR0240  HISTORY     - 1934     MONUMENTED       CGS
 MR0240  HISTORY     - 1967     GOOD             USGS
 MR0240  HISTORY     - 1983     GOOD             LOCSUR
 MR0240
 MR0240                          STATION DESCRIPTION
 MR0240
 MR0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0240'9.0 MI N FROM SAGE.
 MR0240'9.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0240'SAGE, LINCOLN COUNTY, 150 FEET NORTH OF MILEPOST 72, 120 FEET
 MR0240'NORTHWEST OF THE WEST END OF CULVERT 72.01, 110 FEET NORTHWEST OF
 MR0240'SEMAPHORE 72.0, 98 FEET WEST OF THE CENTER LINE OF THE TRACK, 4 FEET
 MR0240'NORTHWEST OF A POLE, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 MR0240'STANDARD DISK, STAMPED E 69 1934 AND SET IN THE TOP OF A CONCRETE
 MR0240'POST.
 MR0240
 MR0240                          STATION RECOVERY (1967)
 MR0240
 MR0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MR0240'TO REACH FROM KEMMERER POST OFFICE, GO W. ON U.S. HIGHWAY 30 N. 24.9
 MR0240'MI. TO JUNCTION OF WYOMING STATE HIGWAY 89.  CONTINUE N. ON HIGHWAY 30
 MR0240'N. 6.7 MI. TO RD. ON LEFT TO BECKWITH. TURN LEFT, W. GO 0.3 MI. TO RD.
 MR0240'FORK, TAKE LEFT FORK SW. GO 0.5 MI. TO GATE IN RAILROAD RIGHT OF WAY
 MR0240'FENCE, GO THRU GATE, TURN N. GO 0.3 MI. BETWEEN RAILROAD TRACKS AND
 MR0240'FENCE TO BECKWITH.  CONTINUE N. 0.5 MI. TO MILEPOST 72.  CONTINUE 150
 MR0240'FT. TO STATION.
 MR0240'
 MR0240'STATION MARK - STANDARD NGS BENCH MARK DISK, STAMPED ---E 69 1934---,
 MR0240'SET IN CONCRETE POST.
 MR0240'
 MR0240'REFERENCE MARK - NONE.
 MR0240
 MR0240                          STATION RECOVERY (1983)
 MR0240
 MR0240'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MR0240'SNOW FENCES PROHIBIT SIGHTING SAGE OR JUNCTION MONUMENTS. LOCATED ON
 MR0240'WEST R.O.W. FENCE LINE OF UNION PACIFIC RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0283 ***********************************************************************
 MQ0283  DESIGNATION -  E 71
 MQ0283  PID         -  MQ0283
 MQ0283  STATE/COUNTY-  WY/SWEETWATER
 MQ0283  USGS QUAD   -  SEVENMILE GULCH (1980)
 MQ0283
 MQ0283                         *CURRENT SURVEY CONTROL
 MQ0283  ___________________________________________________________________
 MQ0283* NAD 83(1986)-  41 38 17.     (N)    109 58 19.     (W)     SCALED    
 MQ0283* NAVD 88     -      1947.515  (meters)    6389.47   (feet)  ADJUSTED  
 MQ0283  ___________________________________________________________________
 MQ0283  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 MQ0283  DYNAMIC HT  -        1945.852 (meters)    6384.02  (feet)  COMP
 MQ0283  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 MQ0283
 MQ0283  VERT ORDER  -  SECOND    CLASS 0
 MQ0283
 MQ0283.The horizontal coordinates were scaled from a topographic map and have
 MQ0283.an estimated accuracy of +/- 6 seconds.
 MQ0283
 MQ0283.The orthometric height was determined by differential leveling
 MQ0283.and adjusted by the National Geodetic Survey in June 1991..
 MQ0283
 MQ0283.The geoid height was determined by GEOID03.
 MQ0283
 MQ0283.The dynamic height is computed by dividing the NAVD 88
 MQ0283.geopotential number by the normal gravity value computed on the
 MQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0283.degrees latitude (g = 980.6199 gals.).
 MQ0283
 MQ0283.The modeled gravity was interpolated from observed gravity values.
 MQ0283
 MQ0283;                    North         East    Units  Estimated Accuracy
 MQ0283;SPC WYWC     -   127,100.      498,200.      MT  (+/- 180 meters Scaled)
 MQ0283
 MQ0283                          SUPERSEDED SURVEY CONTROL
 MQ0283
 MQ0283  NGVD 29 (??/??/92) 1946.204  (m)         6385.17   (f) ADJ UNCH    2 0
 MQ0283
 MQ0283.Superseded values are not recommended for survey control.
 MQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0283.See file dsdata.txt to determine how the superseded data were derived.
 MQ0283
 MQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM856101(NAD 83)
 MQ0283_MARKER: DB = BENCH MARK DISK
 MQ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0283_STAMPING: E 71 1934
 MQ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0283+STABILITY: SURFACE MOTION
 MQ0283
 MQ0283  HISTORY     - Date     Condition        Report By
 MQ0283  HISTORY     - 1934     MONUMENTED       CGS
 MQ0283
 MQ0283                          STATION DESCRIPTION
 MQ0283
 MQ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0283'4.0 MI NE FROM GRANGER.
 MQ0283'ABOUT 4 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0283'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT 2
 MQ0283'MILES NORTHEAST OF THE JUNCTION WITH U.S. HIGHWAY HIGHWAY 30 N, ABOUT
 MQ0283'300 FEET SOUTHEAST OF A DRY STREAM BED, ON THE SIDE OF A HILL FALLING
 MQ0283'TO THE SOUTHEAST, AND 36 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MQ0283'ROAD.  A STANDARD DISK, STAMPED E 71 1934 AND SET IN THE TOP OF A
 MQ0283'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0101 ***********************************************************************
 NS0101  DESIGNATION -  E 72
 NS0101  PID         -  NS0101
 NS0101  STATE/COUNTY-  WY/SWEETWATER
 NS0101  USGS QUAD   -  FARSON (1980)
 NS0101
 NS0101                         *CURRENT SURVEY CONTROL
 NS0101  ___________________________________________________________________
 NS0101* NAD 83(1986)-  42 04 27.     (N)    109 28 29.     (W)     SCALED    
 NS0101* NAVD 88     -      2006.748  (meters)    6583.81   (feet)  ADJUSTED  
 NS0101  ___________________________________________________________________
 NS0101  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NS0101  DYNAMIC HT  -        2005.074 (meters)    6578.31  (feet)  COMP
 NS0101  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 NS0101
 NS0101  VERT ORDER  -  SECOND    CLASS 0
 NS0101
 NS0101.The horizontal coordinates were scaled from a topographic map and have
 NS0101.an estimated accuracy of +/- 6 seconds.
 NS0101
 NS0101.The orthometric height was determined by differential leveling
 NS0101.and adjusted by the National Geodetic Survey in June 1991..
 NS0101
 NS0101.The geoid height was determined by GEOID03.
 NS0101
 NS0101.The dynamic height is computed by dividing the NAVD 88
 NS0101.geopotential number by the normal gravity value computed on the
 NS0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0101.degrees latitude (g = 980.6199 gals.).
 NS0101
 NS0101.The modeled gravity was interpolated from observed gravity values.
 NS0101
 NS0101;                    North         East    Units  Estimated Accuracy
 NS0101;SPC WYWC     -   175,070.      540,030.      MT  (+/- 180 meters Scaled)
 NS0101
 NS0101                          SUPERSEDED SURVEY CONTROL
 NS0101
 NS0101  NGVD 29 (??/??/92) 2005.483  (m)         6579.66   (f) ADJ UNCH    2 0
 NS0101
 NS0101.Superseded values are not recommended for survey control.
 NS0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0101.See file dsdata.txt to determine how the superseded data were derived.
 NS0101
 NS0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM261591(NAD 83)
 NS0101_MARKER: DB = BENCH MARK DISK
 NS0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0101_STAMPING: E 72 1934
 NS0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0101+STABILITY: SURFACE MOTION
 NS0101
 NS0101  HISTORY     - Date     Condition        Report By
 NS0101  HISTORY     - 1934     MONUMENTED       CGS
 NS0101  HISTORY     - 1968     GOOD             NGS
 NS0101
 NS0101                          STATION DESCRIPTION
 NS0101
 NS0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0101'3.0 MI SW FROM FARSON.
 NS0101'ABOUT 3.0 MILES SOUTHWEST ALONG THE ROAD LEADING TO GRANGER FROM THE
 NS0101'POST OFFICE AT FARSON, SWEETWATER COUNTY, ABOUT 2.3 MILES SOUTHWEST OF
 NS0101'THE JUNCTION WITH U.S. HIGHWAY 187, ABOUT 0.2 MILE NORTHEAST OF A
 NS0101'TRAIL CROSSING, ABOUT 420 FEET SOUTH OF BIG SANDY CREEK, AND 19 FEET
 NS0101'SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED E 72
 NS0101'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NS0101
 NS0101                          STATION RECOVERY (1968)
 NS0101
 NS0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NS0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0076 ***********************************************************************
 MR0076  DESIGNATION -  E 73
 MR0076  PID         -  MR0076
 MR0076  STATE/COUNTY-  WY/UINTA
 MR0076  USGS QUAD   -  AUSTIN RESERVOIR (1964)
 MR0076
 MR0076                         *CURRENT SURVEY CONTROL
 MR0076  ___________________________________________________________________
 MR0076* NAD 83(1986)-  41 22 43.     (N)    110 20 02.     (W)     SCALED    
 MR0076* NAVD 88     -      2025.331  (meters)    6644.77   (feet)  ADJUSTED  
 MR0076  ___________________________________________________________________
 MR0076  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MR0076  DYNAMIC HT  -        2023.551 (meters)    6638.93  (feet)  COMP
 MR0076  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 MR0076
 MR0076  VERT ORDER  -  SECOND    CLASS 0
 MR0076
 MR0076.The horizontal coordinates were scaled from a topographic map and have
 MR0076.an estimated accuracy of +/- 6 seconds.
 MR0076
 MR0076.The orthometric height was determined by differential leveling
 MR0076.and adjusted by the National Geodetic Survey in June 1991..
 MR0076
 MR0076.The geoid height was determined by GEOID03.
 MR0076
 MR0076.The dynamic height is computed by dividing the NAVD 88
 MR0076.geopotential number by the normal gravity value computed on the
 MR0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0076.degrees latitude (g = 980.6199 gals.).
 MR0076
 MR0076.The modeled gravity was interpolated from observed gravity values.
 MR0076
 MR0076;                    North         East    Units  Estimated Accuracy
 MR0076;SPC WY W     -   197,600.      779,040.      MT  (+/- 180 meters Scaled)
 MR0076
 MR0076                          SUPERSEDED SURVEY CONTROL
 MR0076
 MR0076  NGVD 29 (??/??/92) 2024.008  (m)         6640.43   (f) ADJ UNCH    2 0
 MR0076
 MR0076.Superseded values are not recommended for survey control.
 MR0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0076.See file dsdata.txt to determine how the superseded data were derived.
 MR0076
 MR0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL556810(NAD 83)
 MR0076_MARKER: DB = BENCH MARK DISK
 MR0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0076_STAMPING: E 73 1934
 MR0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0076+STABILITY: SURFACE MOTION
 MR0076
 MR0076  HISTORY     - Date     Condition        Report By
 MR0076  HISTORY     - 1934     MONUMENTED       CGS
 MR0076
 MR0076                          STATION DESCRIPTION
 MR0076
 MR0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0076'4.8 MI NW FROM LYMAN.
 MR0076'4.8 MILES NORTHWEST ALONG THE ROAD LEADING TO CARTER FROM THE HIGH
 MR0076'SCHOOL AT LYMAN, UINTA COUNTY, 0.2 MILE EAST OF THE OAKS RANCH HOUSE,
 MR0076'AT THE JUNCTION OF A SPUR LINE LEADING TO THE ASPEN MOUNTAIN GAS CO.
 MR0076'PROPERTY, 183 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST SHED,
 MR0076'40 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 1 FOOT NORTH OF A
 MR0076'FENCE.  A STANDARD DISK, STAMPED E 73 1934 AND SET IN THE TOP OF A
 MR0076'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0302 ***********************************************************************
 MP0302  DESIGNATION -  E 74
 MP0302  PID         -  MP0302
 MP0302  STATE/COUNTY-  WY/CARBON
 MP0302  USGS QUAD   -  COTTONWOOD RIM (1983)
 MP0302
 MP0302                         *CURRENT SURVEY CONTROL
 MP0302  ___________________________________________________________________
 MP0302* NAD 83(1986)-  41 06 28.     (N)    107 10 33.     (W)     SCALED    
 MP0302* NAVD 88     -      2502.468  (meters)    8210.18   (feet)  ADJUSTED  
 MP0302  ___________________________________________________________________
 MP0302  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 MP0302  DYNAMIC HT  -        2500.056 (meters)    8202.27  (feet)  COMP
 MP0302  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 MP0302
 MP0302  VERT ORDER  -  SECOND    CLASS 0
 MP0302
 MP0302.The horizontal coordinates were scaled from a topographic map and have
 MP0302.an estimated accuracy of +/- 6 seconds.
 MP0302
 MP0302.The orthometric height was determined by differential leveling
 MP0302.and adjusted by the National Geodetic Survey in June 1991..
 MP0302
 MP0302.The geoid height was determined by GEOID03.
 MP0302
 MP0302.The dynamic height is computed by dividing the NAVD 88
 MP0302.geopotential number by the normal gravity value computed on the
 MP0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0302.degrees latitude (g = 980.6199 gals.).
 MP0302
 MP0302.The modeled gravity was interpolated from observed gravity values.
 MP0302
 MP0302;                    North         East    Units  Estimated Accuracy
 MP0302;SPC WYEC     -   167,500.      413,230.      MT  (+/- 180 meters Scaled)
 MP0302
 MP0302                          SUPERSEDED SURVEY CONTROL
 MP0302
 MP0302  NGVD 29 (??/??/92) 2501.162  (m)         8205.90   (f) ADJ UNCH    2 0
 MP0302
 MP0302.Superseded values are not recommended for survey control.
 MP0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0302.See file dsdata.txt to determine how the superseded data were derived.
 MP0302
 MP0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF173530(NAD 83)
 MP0302_MARKER: DB = BENCH MARK DISK
 MP0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0302_STAMPING: E 74 1934
 MP0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0302+STABILITY: SURFACE MOTION
 MP0302
 MP0302  HISTORY     - Date     Condition        Report By
 MP0302  HISTORY     - 1934     MONUMENTED       CGS
 MP0302
 MP0302                          STATION DESCRIPTION
 MP0302
 MP0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0302'16.5 MI E FROM SLATER, CO.
 MP0302'IN CARBON COUNTY, WYOMING, 16.5 MILES EAST ALONG THE ENCAMPMENT ROAD
 MP0302'FROM SLATER, MOFFAT COUNTY, COLORADO, 0.3 MILE WEST OF THE SANDSTONE
 MP0302'RANGER STATION, AT THE FOOT OF A HILL IMMEDIATELY BELOW LOOK-OUT
 MP0302'POINT, ON THE OUTSIDE OF A CURVE, 85 FEET SOUTHWEST OF A SIGNPOST
 MP0302'READING BATTLE CREEK 2 MI., 72 FEET SOUTHWEST OF A SIGNPOST READING
 MP0302'SMOKERS CAUSE FIRE, AND 42 FEET NORTHWEST OF THE CENTERLINE OF THE
 MP0302'ROAD.  A STANDARD DISK, STAMPED E 74 1934 AND SET IN THE TOP OF A
 MP0302'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0119 ***********************************************************************
 MP0119  DESIGNATION -  E 75
 MP0119  PID         -  MP0119
 MP0119  STATE/COUNTY-  WY/CARBON
 MP0119  USGS QUAD   -  ELKHORN POINT (1983)
 MP0119
 MP0119                         *CURRENT SURVEY CONTROL
 MP0119  ___________________________________________________________________
 MP0119* NAD 83(1986)-  41 05 50.     (N)    106 29 39.     (W)     SCALED    
 MP0119* NAVD 88     -      2343.835  (meters)    7689.73   (feet)  ADJUSTED  
 MP0119  ___________________________________________________________________
 MP0119  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 MP0119  DYNAMIC HT  -        2341.619 (meters)    7682.46  (feet)  COMP
 MP0119  MODELED GRAV-     979,593.3   (mgal)                       NAVD 88
 MP0119
 MP0119  VERT ORDER  -  SECOND    CLASS 0
 MP0119
 MP0119.The horizontal coordinates were scaled from a topographic map and have
 MP0119.an estimated accuracy of +/- 6 seconds.
 MP0119
 MP0119.The orthometric height was determined by differential leveling
 MP0119.and adjusted by the National Geodetic Survey in June 1991..
 MP0119
 MP0119.The geoid height was determined by GEOID03.
 MP0119
 MP0119.The dynamic height is computed by dividing the NAVD 88
 MP0119.geopotential number by the normal gravity value computed on the
 MP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0119.degrees latitude (g = 980.6199 gals.).
 MP0119
 MP0119.The modeled gravity was interpolated from observed gravity values.
 MP0119
 MP0119;                    North         East    Units  Estimated Accuracy
 MP0119;SPC WYEC     -   166,660.      470,500.      MT  (+/- 180 meters Scaled)
 MP0119
 MP0119                          SUPERSEDED SURVEY CONTROL
 MP0119
 MP0119  NGVD 29 (??/??/92) 2342.595  (m)         7685.66   (f) ADJ UNCH    2 0
 MP0119
 MP0119.Superseded values are not recommended for survey control.
 MP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0119.See file dsdata.txt to determine how the superseded data were derived.
 MP0119
 MP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF745506(NAD 83)
 MP0119_MARKER: DB = BENCH MARK DISK
 MP0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0119_STAMPING: E-75 1934
 MP0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0119+STABILITY: SURFACE MOTION
 MP0119
 MP0119  HISTORY     - Date     Condition        Report By
 MP0119  HISTORY     - 1934     MONUMENTED       CGS
 MP0119  HISTORY     - 1959     GOOD             NGS
 MP0119
 MP0119                          STATION DESCRIPTION
 MP0119
 MP0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MP0119'21.2 MI E FROM ENCAMPMENT.
 MP0119'21.2 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, 0.3 MILE EAST
 MP0119'OF THE STEEL BRIDGE OVER BIG CREEK, ON THE OUTSIDE OF A CURVE, 93 FEET
 MP0119'NORTHWEST OF A SMALL WATER-COURSE NORTH OF THE ROAD, 51 FEET NORTH OF
 MP0119'THE CENTERLINE OF THE ROAD, AND 4 FEET SOUTHWEST OF A FENCE CORNER. A
 MP0119'STANDARD DISK, STAMPED E 75 1934 AND SET IN THE TOP OF A CONCRETE
 MP0119'POST.  NOTE-- THE MARK IS 1300 FEET NORTHEAST OF HIGHWAY 230 BRIDGE
 MP0119'OVER BIG CREEK, 1000 FEET NORTH OF THE HIGHWAY, 192 FEET EAST OF A
 MP0119'T-ROAD LEADING SOUTH, AND 50 FEET NORTH OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0221 ***********************************************************************
 MP0221  DESIGNATION -  E 76
 MP0221  PID         -  MP0221
 MP0221  STATE/COUNTY-  WY/CARBON
 MP0221  USGS QUAD   -  MEADS (1982)
 MP0221
 MP0221                         *CURRENT SURVEY CONTROL
 MP0221  ___________________________________________________________________
 MP0221* NAD 83(1986)-  41 41 25.     (N)    106 46 01.     (W)     SCALED    
 MP0221* NAVD 88     -      2066.480  (meters)    6779.78   (feet)  ADJUSTED  
 MP0221  ___________________________________________________________________
 MP0221  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 MP0221  DYNAMIC HT  -        2064.670 (meters)    6773.84  (feet)  COMP
 MP0221  MODELED GRAV-     979,673.6   (mgal)                       NAVD 88
 MP0221
 MP0221  VERT ORDER  -  SECOND    CLASS 0
 MP0221
 MP0221.The horizontal coordinates were scaled from a topographic map and have
 MP0221.an estimated accuracy of +/- 6 seconds.
 MP0221
 MP0221.The orthometric height was determined by differential leveling
 MP0221.and adjusted by the National Geodetic Survey in June 1991..
 MP0221
 MP0221.The geoid height was determined by GEOID03.
 MP0221
 MP0221.The dynamic height is computed by dividing the NAVD 88
 MP0221.geopotential number by the normal gravity value computed on the
 MP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0221.degrees latitude (g = 980.6199 gals.).
 MP0221
 MP0221.The modeled gravity was interpolated from observed gravity values.
 MP0221
 MP0221;                    North         East    Units  Estimated Accuracy
 MP0221;SPC WYEC     -   232,330.      447,150.      MT  (+/- 180 meters Scaled)
 MP0221
 MP0221                          SUPERSEDED SURVEY CONTROL
 MP0221
 MP0221  NGVD 29 (??/??/92) 2065.285  (m)         6775.86   (f) ADJ UNCH    2 0
 MP0221
 MP0221.Superseded values are not recommended for survey control.
 MP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0221.See file dsdata.txt to determine how the superseded data were derived.
 MP0221
 MP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG529168(NAD 83)
 MP0221_MARKER: DB = BENCH MARK DISK
 MP0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0221_STAMPING: E 76 1934
 MP0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0221+STABILITY: SURFACE MOTION
 MP0221
 MP0221  HISTORY     - Date     Condition        Report By
 MP0221  HISTORY     - 1934     MONUMENTED       CGS
 MP0221  HISTORY     - 1959     GOOD             USGS
 MP0221
 MP0221                          STATION DESCRIPTION
 MP0221
 MP0221'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0221'6.7 MI S FROM WALCOTT.
 MP0221'6.7 MILES SOUTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD FROM
 MP0221'WALCOTT, AT MEADS, 1,950 FEET NORTH OF THE CROSSING OF OVERLAND DOME
 MP0221'ROAD, ABOUT 825 FEET NORTH OF MILEPOST 7, 165 FEET SOUTH OF THE SOUTH
 MP0221'SWITCH TO A SIDING, AND 29 FEET WEST OF THE CENTERLINE OF THE TRACK. A
 MP0221'STANDARD DISK, STAMPED E 76 1934 AND SET IN THE TOP OF A CONCRETE
 MP0221'POST.  NOTE-- 6.9 MILES SOUTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY
 MP0221'RAILROAD FROM WALCOTT, WYOMING, 300 FEET SOUTH OF MEADS SIDING AND
 MP0221'ABOUT 700 FEET NORTH OF MILEPOST 7, 32 FEET WEST OF THE CENTERLINE OF
 MP0221'R.R. TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0556 ***********************************************************************
 MO0556  DESIGNATION -  E 77
 MO0556  PID         -  MO0556
 MO0556  STATE/COUNTY-  WY/ALBANY
 MO0556  USGS QUAD   -  BEST RANCH (1978)
 MO0556
 MO0556                         *CURRENT SURVEY CONTROL
 MO0556  ___________________________________________________________________
 MO0556* NAD 83(1986)-  41 04 42.     (N)    105 30 22.     (W)     SCALED    
 MO0556* NAVD 88     -      2349.148  (meters)    7707.16   (feet)  ADJUSTED  
 MO0556  ___________________________________________________________________
 MO0556  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 MO0556  DYNAMIC HT  -        2347.001 (meters)    7700.12  (feet)  COMP
 MO0556  MODELED GRAV-     979,623.8   (mgal)                       NAVD 88
 MO0556
 MO0556  VERT ORDER  -  FIRST     CLASS II
 MO0556
 MO0556.The horizontal coordinates were scaled from a topographic map and have
 MO0556.an estimated accuracy of +/- 6 seconds.
 MO0556
 MO0556.The orthometric height was determined by differential leveling
 MO0556.and adjusted by the National Geodetic Survey in June 1991..
 MO0556
 MO0556.The geoid height was determined by GEOID03.
 MO0556
 MO0556.The dynamic height is computed by dividing the NAVD 88
 MO0556.geopotential number by the normal gravity value computed on the
 MO0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0556.degrees latitude (g = 980.6199 gals.).
 MO0556
 MO0556.The modeled gravity was interpolated from observed gravity values.
 MO0556
 MO0556;                    North         East    Units  Estimated Accuracy
 MO0556;SPC WY E     -    64,280.      171,480.      MT  (+/- 180 meters Scaled)
 MO0556
 MO0556                          SUPERSEDED SURVEY CONTROL
 MO0556
 MO0556  NGVD 29 (06/08/92) 2348.046  (m)         7703.55   (f) ADJUSTED    1 2
 MO0556
 MO0556.Superseded values are not recommended for survey control.
 MO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0556.See file dsdata.txt to determine how the superseded data were derived.
 MO0556
 MO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF574475(NAD 83)
 MO0556_MARKER: DB = BENCH MARK DISK
 MO0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0556_STAMPING: E 77 1934
 MO0556_MARK LOGO: CGS   
 MO0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0556+STABILITY: SURFACE MOTION
 MO0556
 MO0556  HISTORY     - Date     Condition        Report By
 MO0556  HISTORY     - 1934     MONUMENTED       CGS
 MO0556  HISTORY     - 1956     GOOD             NGS
 MO0556  HISTORY     - 1983     GOOD             NGS
 MO0556
 MO0556                          STATION DESCRIPTION
 MO0556
 MO0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0556'0.3 MI SE FROM TIE SIDING.
 MO0556'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0556'TIE SIDING, 169 YARDS SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE
 MO0556'BRIDGE, 188 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 66 FEET
 MO0556'SOUTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, 0.2 MILE
 MO0556'SOUTHEAST OF A JUNCTION WITH A ROAD LEADING TO HERMOSA, SET IN
 MO0556'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 MO0556'GROUND, IN THE NORTHEAST 1/4 OF SECTION 19, TOWNSHIP 13 NORTH,
 MO0556'RANGE 72 WEST.
 MO0556
 MO0556                          STATION RECOVERY (1983)
 MO0556
 MO0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0132 ***********************************************************************
 OX0132  DESIGNATION -  E 78
 OX0132  PID         -  OX0132
 OX0132  STATE/COUNTY-  WY/LINCOLN
 OX0132  USGS QUAD   -  MUNGER MOUNTAIN (1996)
 OX0132
 OX0132                         *CURRENT SURVEY CONTROL
 OX0132  ___________________________________________________________________
 OX0132* NAD 83(1986)-  43 17 56.     (N)    110 45 33.     (W)     SCALED    
 OX0132* NAVD 88     -      1811.583  (meters)    5943.50   (feet)  ADJUSTED  
 OX0132  ___________________________________________________________________
 OX0132  GEOID HEIGHT-         -10.17  (meters)                     GEOID03
 OX0132  DYNAMIC HT  -        1810.352 (meters)    5939.46  (feet)  COMP
 OX0132  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 OX0132
 OX0132  VERT ORDER  -  SECOND    CLASS 0
 OX0132
 OX0132.The horizontal coordinates were scaled from a topographic map and have
 OX0132.an estimated accuracy of +/- 6 seconds.
 OX0132
 OX0132.The orthometric height was determined by differential leveling
 OX0132.and adjusted by the National Geodetic Survey in June 1991..
 OX0132
 OX0132.The geoid height was determined by GEOID03.
 OX0132
 OX0132.The dynamic height is computed by dividing the NAVD 88
 OX0132.geopotential number by the normal gravity value computed on the
 OX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0132.degrees latitude (g = 980.6199 gals.).
 OX0132
 OX0132.The modeled gravity was interpolated from observed gravity values.
 OX0132
 OX0132;                    North         East    Units  Estimated Accuracy
 OX0132;SPC WY W     -   411,080.      745,160.      MT  (+/- 180 meters Scaled)
 OX0132
 OX0132                          SUPERSEDED SURVEY CONTROL
 OX0132
 OX0132  NGVD 29 (??/??/92) 1810.302  (m)         5939.30   (f) ADJ UNCH    2 0
 OX0132
 OX0132.Superseded values are not recommended for survey control.
 OX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0132.See file dsdata.txt to determine how the superseded data were derived.
 OX0132
 OX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN195940(NAD 83)
 OX0132_MARKER: DB = BENCH MARK DISK
 OX0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0132_STAMPING: E 78 1948
 OX0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0132+STABILITY: SURFACE MOTION
 OX0132
 OX0132  HISTORY     - Date     Condition        Report By
 OX0132  HISTORY     - 1948     MONUMENTED       CGS
 OX0132  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0132
 OX0132                          STATION DESCRIPTION
 OX0132
 OX0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0132'2.6 MI SW FROM MOUTH OF HOBACK RIVER.
 OX0132'2.6 MILES SOUTHWEST ALONG THE GRAND CANYON ROAD FROM THE MOUTH OF THE
 OX0132'HOBACK RIVER, ON THE INSIDE OF A CURVE, 51.0 FEET SOUTHWEST OF THE
 OX0132'CENTER LINE OF THE PROLONGATION OF A GRAVEL ROAD LEADING NORTH, 30.0
 OX0132'FEET SOUTHEAST OF THE CENTER LINE OF THE GRAND CANYON ROAD, SET IN THE
 OX0132'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 OX0132
 OX0132                          STATION RECOVERY (1963)
 OX0132
 OX0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0669 ***********************************************************************
 MO0669  DESIGNATION -  E 79
 MO0669  PID         -  MO0669
 MO0669  STATE/COUNTY-  WY/ALBANY
 MO0669  USGS QUAD   -  DOWNEY LAKES (1978)
 MO0669
 MO0669                         *CURRENT SURVEY CONTROL
 MO0669  ___________________________________________________________________
 MO0669* NAD 83(1986)-  41 03 39.     (N)    105 50 18.     (W)     SCALED    
 MO0669* NAVD 88     -      2251.822  (meters)    7387.85   (feet)  ADJUSTED  
 MO0669  ___________________________________________________________________
 MO0669  GEOID HEIGHT-         -11.16  (meters)                     GEOID03
 MO0669  DYNAMIC HT  -        2249.756 (meters)    7381.07  (feet)  COMP
 MO0669  MODELED GRAV-     979,624.8   (mgal)                       NAVD 88
 MO0669
 MO0669  VERT ORDER  -  SECOND    CLASS 0
 MO0669
 MO0669.The horizontal coordinates were scaled from a topographic map and have
 MO0669.an estimated accuracy of +/- 6 seconds.
 MO0669
 MO0669.The orthometric height was determined by differential leveling
 MO0669.and adjusted by the National Geodetic Survey in June 1991..
 MO0669
 MO0669.The geoid height was determined by GEOID03.
 MO0669
 MO0669.The dynamic height is computed by dividing the NAVD 88
 MO0669.geopotential number by the normal gravity value computed on the
 MO0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0669.degrees latitude (g = 980.6199 gals.).
 MO0669
 MO0669.The modeled gravity was interpolated from observed gravity values.
 MO0669
 MO0669;                    North         East    Units  Estimated Accuracy
 MO0669;SPC WY E     -    62,490.      143,550.      MT  (+/- 180 meters Scaled)
 MO0669
 MO0669                          SUPERSEDED SURVEY CONTROL
 MO0669
 MO0669  NGVD 29 (??/??/92) 2250.674  (m)         7384.09   (f) ADJ UNCH    2 0
 MO0669
 MO0669.Superseded values are not recommended for survey control.
 MO0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0669.See file dsdata.txt to determine how the superseded data were derived.
 MO0669
 MO0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF295458(NAD 83)
 MO0669_MARKER: DB = BENCH MARK DISK
 MO0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0669_STAMPING: E 79 1951
 MO0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0669+STABILITY: SURFACE MOTION
 MO0669
 MO0669  HISTORY     - Date     Condition        Report By
 MO0669  HISTORY     - 1951     MONUMENTED       CGS
 MO0669
 MO0669                          STATION DESCRIPTION
 MO0669
 MO0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0669'18.6 MI SE FROM WOODS LANDING.
 MO0669'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0669'RIVER BRIDGE AT WOODS LANDING, THENCE 10.4 MILES NORTHEAST
 MO0669'ALONG A WINDING GRAVELED ROAD, 0.2 MILE NORTHEAST OF A CATTLE
 MO0669'GUARD, 56 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 MO0669'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0669'PROJECTS 0.6 FOOT ABOVE THE GROUND, 1.1 MILES SOUTHWEST OF
 MO0669'BENCH MARK D 79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0278 ***********************************************************************
 PV0278  DESIGNATION -  E 8
 PV0278  PID         -  PV0278
 PV0278  STATE/COUNTY-  WY/CAMPBELL
 PV0278  USGS QUAD   -  ORIVA (1971)
 PV0278
 PV0278                         *CURRENT SURVEY CONTROL
 PV0278  ___________________________________________________________________
 PV0278* NAD 83(1986)-  44 19 03.     (N)    105 40 44.     (W)     SCALED    
 PV0278* NAVD 88     -      1418.294  (meters)    4653.19   (feet)  POSTED    
 PV0278  ___________________________________________________________________
 PV0278  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 PV0278  DYNAMIC HT  -        1417.700 (meters)    4651.24  (feet)  COMP
 PV0278  MODELED GRAV-     980,146.5   (mgal)                       NAVD 88
 PV0278
 PV0278  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0278
 PV0278.The horizontal coordinates were scaled from a topographic map and have
 PV0278.an estimated accuracy of +/- 6 seconds.
 PV0278
 PV0278.The orthometric height was determined by differential leveling
 PV0278.and adjusted by the National Geodetic Survey in 1992..
 PV0278.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0278.rate of 0.0 thru 1.0 mm/km.
 PV0278
 PV0278.The geoid height was determined by GEOID03.
 PV0278
 PV0278.The dynamic height is computed by dividing the NAVD 88
 PV0278.geopotential number by the normal gravity value computed on the
 PV0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0278.degrees latitude (g = 980.6199 gals.).
 PV0278
 PV0278.The modeled gravity was interpolated from observed gravity values.
 PV0278
 PV0278;                    North         East    Units  Estimated Accuracy
 PV0278;SPC WY E     -   424,150.      159,140.      MT  (+/- 180 meters Scaled)
 PV0278
 PV0278                          SUPERSEDED SURVEY CONTROL
 PV0278
 PV0278.No superseded survey control is available for this station.
 PV0278
 PV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK458073(NAD 83)
 PV0278_MARKER: DB = BENCH MARK DISK
 PV0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0278_SP_SET: PIER
 PV0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0278
 PV0278  HISTORY     - Date     Condition        Report By
 PV0278  HISTORY     - 1908     MONUMENTED       CGS
 PV0278  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0278
 PV0278                          STATION DESCRIPTION
 PV0278
 PV0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0278'AT ORIVA.
 PV0278'AT ORIVA, CAMPBELL COUNTY, 4.3 METERS NE OF THE CENTER LINE
 PV0278'OF THE MAIN TRACK OF THE CHICAGO, BURLINGTON AND QUINCY
 PV0278'RR, AND 20 METERS SE OF THE RAILROAD STATION, ON THE SE END OF THE
 PV0278'OLD MASONRY WATERTANK PIER NEAREST THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0079 ***********************************************************************
 MO0079  DESIGNATION -  E 80
 MO0079  PID         -  MO0079
 MO0079  STATE/COUNTY-  WY/LARAMIE
 MO0079  USGS QUAD   -  PINE BLUFFS (1992)
 MO0079
 MO0079                         *CURRENT SURVEY CONTROL
 MO0079  ___________________________________________________________________
 MO0079* NAD 83(1986)-  41 09 49.     (N)    104 03 47.     (W)     SCALED    
 MO0079* NAVD 88     -      1603.351  (meters)    5260.33   (feet)  ADJUSTED  
 MO0079  ___________________________________________________________________
 MO0079  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 MO0079  DYNAMIC HT  -        1602.099 (meters)    5256.22  (feet)  COMP
 MO0079  MODELED GRAV-     979,786.3   (mgal)                       NAVD 88
 MO0079
 MO0079  VERT ORDER  -  SECOND    CLASS 0
 MO0079
 MO0079.The horizontal coordinates were scaled from a topographic map and have
 MO0079.an estimated accuracy of +/- 6 seconds.
 MO0079
 MO0079.The orthometric height was determined by differential leveling
 MO0079.and adjusted by the National Geodetic Survey in June 1991..
 MO0079
 MO0079.The geoid height was determined by GEOID03.
 MO0079
 MO0079.The dynamic height is computed by dividing the NAVD 88
 MO0079.geopotential number by the normal gravity value computed on the
 MO0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0079.degrees latitude (g = 980.6199 gals.).
 MO0079
 MO0079.The modeled gravity was interpolated from observed gravity values.
 MO0079
 MO0079;                    North         East    Units  Estimated Accuracy
 MO0079;SPC WY E     -    74,280.      292,620.      MT  (+/- 180 meters Scaled)
 MO0079
 MO0079                          SUPERSEDED SURVEY CONTROL
 MO0079
 MO0079  NGVD 29 (??/??/92) 1602.52   (m)         5257.6    (f) COMPUTED    2 0
 MO0079
 MO0079.Superseded values are not recommended for survey control.
 MO0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0079.See file dsdata.txt to determine how the superseded data were derived.
 MO0079
 MO0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF786573(NAD 83)
 MO0079_MARKER: DB = BENCH MARK DISK
 MO0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0079_STAMPING: E 80 1952
 MO0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0079+STABILITY: SURFACE MOTION
 MO0079
 MO0079  HISTORY     - Date     Condition        Report By
 MO0079  HISTORY     - 1952     MONUMENTED       CGS
 MO0079  HISTORY     - 1957     GOOD             NGS
 MO0079
 MO0079                          STATION DESCRIPTION
 MO0079
 MO0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0079'1.9 MI SE FROM PINE BLUFFS.
 MO0079'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 MO0079'RAILROAD STATION AT PINE BLUFFS, THENCE 1.5 MILES SOUTH ALONG
 MO0079'A WINDING GRAVELED ROAD, ON THE SOUTHEAST SLOPE OF A HILL, 46
 MO0079'FEET NORTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 3 FEET
 MO0079'NORTHWEST OF A FENCE, 3.4 FEET SOUTHWEST OF A WITNESS POST,
 MO0079'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MO0079'THE GROUND.
 MO0079
 MO0079                          STATION RECOVERY (1957)
 MO0079
 MO0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MO0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0080 ***********************************************************************
 MO0080  DESIGNATION -  E 80 RESET
 MO0080  PID         -  MO0080
 MO0080  STATE/COUNTY-  WY/LARAMIE
 MO0080  USGS QUAD   -  PINE BLUFFS (1992)
 MO0080
 MO0080                         *CURRENT SURVEY CONTROL
 MO0080  ___________________________________________________________________
 MO0080* NAD 83(1986)-  41 09 50.     (N)    104 03 49.     (W)     SCALED    
 MO0080* NAVD 88     -      1605.74   (meters)    5268.2    (feet)  RESET     
 MO0080  ___________________________________________________________________
 MO0080  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 MO0080
 MO0080  VERT ORDER  -  THIRD
 MO0080
 MO0080.The horizontal coordinates were scaled from a topographic map and have
 MO0080.an estimated accuracy of +/- 6 seconds.
 MO0080
 MO0080.The orthometric height was computed from unverified reset data.
 MO0080.No vertical observational check was made to the station.
 MO0080
 MO0080.The geoid height was determined by GEOID03.
 MO0080
 MO0080;                    North         East    Units  Estimated Accuracy
 MO0080;SPC WY E     -    74,310.      292,570.      MT  (+/- 180 meters Scaled)
 MO0080
 MO0080                          SUPERSEDED SURVEY CONTROL
 MO0080
 MO0080  NGVD 29 (??/??/??) 1604.91   (m)         5265.4    (f) RESET       3  
 MO0080
 MO0080.Superseded values are not recommended for survey control.
 MO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0080.See file dsdata.txt to determine how the superseded data were derived.
 MO0080
 MO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF785573(NAD 83)
 MO0080_MARKER: DB = BENCH MARK DISK
 MO0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0080_STAMPING: E 80 RESET 1957
 MO0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0080+STABILITY: SURFACE MOTION
 MO0080
 MO0080  HISTORY     - Date     Condition        Report By
 MO0080  HISTORY     - 1957     MONUMENTED       WYHD
 MO0080  HISTORY     - 1963     MARK NOT FOUND   USGS
 MO0080
 MO0080                          STATION DESCRIPTION
 MO0080
 MO0080'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1957
 MO0080'1.9 MI SE FROM PINE BLUFFS.
 MO0080'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 MO0080'RAILROAD STATION AT PINE BLUFFS, THENCE 1.5 MILES SOUTH ALONG
 MO0080'A WINDING GRAVELED ROAD, ON THE SOUTHEAST SLOPE OF A HILL, 64
 MO0080'FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, 3 FEET
 MO0080'SOUTHWEST OF A WITNESS POST AND SET IN THE TOP OF A CONCRETE
 MO0080'POST PROJECTING 0.2 FOOT.
 MO0080
 MO0080                          STATION RECOVERY (1963)
 MO0080
 MO0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0107 ***********************************************************************
 MO0107  DESIGNATION -  E 81
 MO0107  PID         -  MO0107
 MO0107  STATE/COUNTY-  WY/LARAMIE
 MO0107  USGS QUAD   -  CARPENTER (1991)
 MO0107
 MO0107                         *CURRENT SURVEY CONTROL
 MO0107  ___________________________________________________________________
 MO0107* NAD 83(1986)-  41 04 48.     (N)    104 21 01.     (W)     SCALED    
 MO0107* NAVD 88     -      1663.917  (meters)    5459.03   (feet)  ADJUSTED  
 MO0107  ___________________________________________________________________
 MO0107  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 MO0107  DYNAMIC HT  -        1662.546 (meters)    5454.54  (feet)  COMP
 MO0107  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 MO0107
 MO0107  VERT ORDER  -  SECOND    CLASS 0
 MO0107
 MO0107.The horizontal coordinates were scaled from a topographic map and have
 MO0107.an estimated accuracy of +/- 6 seconds.
 MO0107
 MO0107.The orthometric height was determined by differential leveling
 MO0107.and adjusted by the National Geodetic Survey in June 1991..
 MO0107
 MO0107.The geoid height was determined by GEOID03.
 MO0107
 MO0107.The dynamic height is computed by dividing the NAVD 88
 MO0107.geopotential number by the normal gravity value computed on the
 MO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0107.degrees latitude (g = 980.6199 gals.).
 MO0107
 MO0107.The modeled gravity was interpolated from observed gravity values.
 MO0107
 MO0107;                    North         East    Units  Estimated Accuracy
 MO0107;SPC WY E     -    64,730.      268,600.      MT  (+/- 180 meters Scaled)
 MO0107
 MO0107                          SUPERSEDED SURVEY CONTROL
 MO0107
 MO0107  NGVD 29 (??/??/92) 1663.017  (m)         5456.08   (f) ADJ UNCH    2 0
 MO0107
 MO0107.Superseded values are not recommended for survey control.
 MO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0107.See file dsdata.txt to determine how the superseded data were derived.
 MO0107
 MO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF545478(NAD 83)
 MO0107_MARKER: DB = BENCH MARK DISK
 MO0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0107_STAMPING: E 81 1952
 MO0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0107+STABILITY: SURFACE MOTION
 MO0107
 MO0107  HISTORY     - Date     Condition        Report By
 MO0107  HISTORY     - 1952     MONUMENTED       CGS
 MO0107
 MO0107                          STATION DESCRIPTION
 MO0107
 MO0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0107'3 MI NE FROM CARPENTER.
 MO0107'0.9 MILE NORTHEAST ALONG STATE SECONDARY ROAD 179 FROM THE
 MO0107'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT CARPENTER,
 MO0107'THENCE 2.15 MILES NORTH ALONG STATE SECONDARY ROAD 179, 108.7
 MO0107'FEET EAST OF THE CENTER LINE OF THE ROAD, 89 FEET SOUTHWEST
 MO0107'OF A POWER POLE, 85 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 MO0107'FARMHOUSE, 48 FEET EAST OF A FENCE, 3.8 FEET EAST OF A POWER
 MO0107'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0107'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0169 ***********************************************************************
 PX0169  DESIGNATION -  E 84
 PX0169  PID         -  PX0169
 PX0169  STATE/COUNTY-  WY/PARK
 PX0169  USGS QUAD   -  SHOSHONE CANYON (1987)
 PX0169
 PX0169                         *CURRENT SURVEY CONTROL
 PX0169  ___________________________________________________________________
 PX0169* NAD 83(1986)-  44 36 03.     (N)    109 07 53.     (W)     SCALED    
 PX0169* NAVD 88     -      1694.403  (meters)    5559.05   (feet)  ADJUSTED  
 PX0169  ___________________________________________________________________
 PX0169  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 PX0169  DYNAMIC HT  -        1693.522 (meters)    5556.16  (feet)  COMP
 PX0169  MODELED GRAV-     980,038.2   (mgal)                       NAVD 88
 PX0169
 PX0169  VERT ORDER  -  SECOND    CLASS 0
 PX0169
 PX0169.The horizontal coordinates were scaled from a topographic map and have
 PX0169.an estimated accuracy of +/- 6 seconds.
 PX0169
 PX0169.The orthometric height was determined by differential leveling
 PX0169.and adjusted by the National Geodetic Survey in June 1991..
 PX0169
 PX0169.The geoid height was determined by GEOID03.
 PX0169
 PX0169.The dynamic height is computed by dividing the NAVD 88
 PX0169.geopotential number by the normal gravity value computed on the
 PX0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0169.degrees latitude (g = 980.6199 gals.).
 PX0169
 PX0169.The modeled gravity was interpolated from observed gravity values.
 PX0169
 PX0169;                    North         East    Units  Estimated Accuracy
 PX0169;SPC WYWC     -   455,580.      569,720.      MT  (+/- 180 meters Scaled)
 PX0169
 PX0169                          SUPERSEDED SURVEY CONTROL
 PX0169
 PX0169  NGVD 29 (??/??/92) 1693.284  (m)         5555.38   (f) ADJ UNCH    2 0
 PX0169
 PX0169.Superseded values are not recommended for survey control.
 PX0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0169.See file dsdata.txt to determine how the superseded data were derived.
 PX0169
 PX0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ482403(NAD 83)
 PX0169_MARKER: DB = BENCH MARK DISK
 PX0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0169_STAMPING: E 84 1934
 PX0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0169+STABILITY: SURFACE MOTION
 PX0169
 PX0169  HISTORY     - Date     Condition        Report By
 PX0169  HISTORY     - 1934     MONUMENTED       CGS
 PX0169  HISTORY     - 1983     GOOD             USGS
 PX0169
 PX0169                          STATION DESCRIPTION
 PX0169
 PX0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0169'7.1 MI W FROM CODY.
 PX0169'7.1 MILES WEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE POST
 PX0169'OFFICE AT CODY, PARK COUNTY, 37 FEET NORTHWEST OF A ROW OF POLES, 21
 PX0169'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 4 FEET NORTHWEST OF
 PX0169'A NORTHEAST-AND-SOUTHWEST FENCE.  A STANDARD DISK, STAMPED E 84 1934
 PX0169'AND SET IN THE TOP OF A CONCRETE POST.
 PX0169
 PX0169                          STATION RECOVERY (1983)
 PX0169
 PX0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0169'CODY WY. 7.1 MILES NORTHWEST OF, CODY WY. JCT. US 14-20 AND 14 A, 0.4
 PX0169'MILE NORTH TO JCT. US 14 A AND WY. 120 THENCE 6.4 MILES NORTHWEST
 PX0169'ALONG STATE 120 TO JCT DIRT ROAD WEST, 1140 FT. WEST ALONG OLD
 PX0169'HIGHWAY SCAR. 22 FT. NORTH OF SCAR, SET ON TOP OF A CONCRETE POST
 PX0169'PROJECTING 0.7 FT. STAMPED E 84 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0112 ***********************************************************************
 PX0112  DESIGNATION -  E 85
 PX0112  PID         -  PX0112
 PX0112  STATE/COUNTY-  WY/PARK
 PX0112  USGS QUAD   -  EAGLE PASS (1985)
 PX0112
 PX0112                         *CURRENT SURVEY CONTROL
 PX0112  ___________________________________________________________________
 PX0112* NAD 83(1986)-  44 29 50.     (N)    108 50 11.     (W)     SCALED    
 PX0112* NAVD 88     -      1584.948  (meters)    5199.95   (feet)  ADJUSTED  
 PX0112  ___________________________________________________________________
 PX0112  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 PX0112  DYNAMIC HT  -        1584.132 (meters)    5197.27  (feet)  COMP
 PX0112  MODELED GRAV-     980,047.4   (mgal)                       NAVD 88
 PX0112
 PX0112  VERT ORDER  -  SECOND    CLASS 0
 PX0112
 PX0112.The horizontal coordinates were scaled from a topographic map and have
 PX0112.an estimated accuracy of +/- 6 seconds.
 PX0112
 PX0112.The orthometric height was determined by differential leveling
 PX0112.and adjusted by the National Geodetic Survey in June 1991..
 PX0112
 PX0112.The geoid height was determined by GEOID03.
 PX0112
 PX0112.The dynamic height is computed by dividing the NAVD 88
 PX0112.geopotential number by the normal gravity value computed on the
 PX0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0112.degrees latitude (g = 980.6199 gals.).
 PX0112
 PX0112.The modeled gravity was interpolated from observed gravity values.
 PX0112
 PX0112;                    North         East    Units  Estimated Accuracy
 PX0112;SPC WYWC     -   444,000.      593,130.      MT  (+/- 180 meters Scaled)
 PX0112
 PX0112                          SUPERSEDED SURVEY CONTROL
 PX0112
 PX0112  NGVD 29 (??/??/92) 1583.873  (m)         5196.42   (f) ADJ UNCH    2 0
 PX0112
 PX0112.Superseded values are not recommended for survey control.
 PX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0112.See file dsdata.txt to determine how the superseded data were derived.
 PX0112
 PX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ720293(NAD 83)
 PX0112_MARKER: DB = BENCH MARK DISK
 PX0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0112_STAMPING: E 85 1934
 PX0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0112+STABILITY: SURFACE MOTION
 PX0112
 PX0112  HISTORY     - Date     Condition        Report By
 PX0112  HISTORY     - 1934     MONUMENTED       CGS
 PX0112  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0112
 PX0112                          STATION DESCRIPTION
 PX0112
 PX0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0112'11.7 MI E FROM CODY.
 PX0112'ABOUT 11.7 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PX0112'CODY, PARK COUNTY, ABOUT 8.3 MILES EAST OF THE JUNCTION OF STATE
 PX0112'HIGHWAY 420, ABOUT 7.4 MILES EAST OF A SCHOOL, 70.4 FEET SOUTH OF THE
 PX0112'CENTER LINE OF THE HIGHWAY, AND ABOUT 4.5 FEET LOWER THAN THE HIGHWAY.
 PX0112'A STANDARD DISK, STAMPED E 85 1934 AND SET IN THE TOP OF A CONCRETE
 PX0112'POST.
 PX0112
 PX0112                          STATION RECOVERY (1979)
 PX0112
 PX0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0185 ***********************************************************************
 PW0185  DESIGNATION -  E 86
 PW0185  PID         -  PW0185
 PW0185  STATE/COUNTY-  WY/SHERIDAN
 PW0185  USGS QUAD   -  ACME (1978)
 PW0185
 PW0185                         *CURRENT SURVEY CONTROL
 PW0185  ___________________________________________________________________
 PW0185* NAD 83(1986)-  44 58 40.     (N)    106 54 57.     (W)     SCALED    
 PW0185* NAVD 88     -      1077.836  (meters)    3536.20   (feet)  ADJUSTED  
 PW0185  ___________________________________________________________________
 PW0185  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 PW0185  DYNAMIC HT  -        1077.485 (meters)    3535.05  (feet)  COMP
 PW0185  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 PW0185
 PW0185  VERT ORDER  -  SECOND    CLASS 0
 PW0185
 PW0185.The horizontal coordinates were scaled from a topographic map and have
 PW0185.an estimated accuracy of +/- 6 seconds.
 PW0185
 PW0185.The orthometric height was determined by differential leveling
 PW0185.and adjusted by the National Geodetic Survey in June 1991..
 PW0185
 PW0185.The geoid height was determined by GEOID03.
 PW0185
 PW0185.The dynamic height is computed by dividing the NAVD 88
 PW0185.geopotential number by the normal gravity value computed on the
 PW0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0185.degrees latitude (g = 980.6199 gals.).
 PW0185
 PW0185.The modeled gravity was interpolated from observed gravity values.
 PW0185
 PW0185;                    North         East    Units  Estimated Accuracy
 PW0185;SPC WYEC     -   597,480.      432,930.      MT  (+/- 180 meters Scaled)
 PW0185
 PW0185                          SUPERSEDED SURVEY CONTROL
 PW0185
 PW0185  NGVD 29 (??/??/92) 1077.141  (m)         3533.92   (f) ADJ UNCH    2 0
 PW0185
 PW0185.Superseded values are not recommended for survey control.
 PW0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0185.See file dsdata.txt to determine how the superseded data were derived.
 PW0185
 PW0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK489822(NAD 83)
 PW0185_MARKER: DB = BENCH MARK DISK
 PW0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0185_STAMPING: E 86 1934
 PW0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0185+STABILITY: SURFACE MOTION
 PW0185
 PW0185  HISTORY     - Date     Condition        Report By
 PW0185  HISTORY     - 1934     MONUMENTED       CGS
 PW0185
 PW0185                          STATION DESCRIPTION
 PW0185
 PW0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0185'11.7 MI N FROM MONARCH.
 PW0185'3.7 MILES EAST ALONG U.S. HIGHWAY 87E FROM THE CHICAGO, BURLINGTON AND
 PW0185'QUINCY RAILROAD STATION AT MONARCH, SHERIDAN COUNTY, THENCE 8.0 MILES
 PW0185'NORTH ALONG THE ROAD LEADING TO BIRNEY, MONTANA.  0.3 MILE SOUTHEAST
 PW0185'OF A CLAY HILL, 0.2 MILE NORTH OF A SCHOOLHOUSE, 850 FEET SOUTHWEST OF
 PW0185'THE NEAR BANK OF TONGUE RIVER, 38.4 FEET WEST OF THE CENTER LINE OF
 PW0185'THE ROAD, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED E 86 1934
 PW0185'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0064 ***********************************************************************
 MO0064  DESIGNATION -  E 89
 MO0064  PID         -  MO0064
 MO0064  STATE/COUNTY-  WY/LARAMIE
 MO0064  USGS QUAD   -  ROUND TOP (1991)
 MO0064
 MO0064                         *CURRENT SURVEY CONTROL
 MO0064  ___________________________________________________________________
 MO0064* NAD 83(1986)-  41 26 20.     (N)    104 20 52.     (W)     SCALED    
 MO0064* NAVD 88     -      1707.419  (meters)    5601.76   (feet)  ADJUSTED  
 MO0064  ___________________________________________________________________
 MO0064  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 MO0064  DYNAMIC HT  -        1706.107 (meters)    5597.45  (feet)  COMP
 MO0064  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 MO0064
 MO0064  VERT ORDER  -  SECOND    CLASS 0
 MO0064
 MO0064.The horizontal coordinates were scaled from a topographic map and have
 MO0064.an estimated accuracy of +/- 6 seconds.
 MO0064
 MO0064.The orthometric height was determined by differential leveling
 MO0064.and adjusted by the National Geodetic Survey in June 1991..
 MO0064
 MO0064.The geoid height was determined by GEOID03.
 MO0064
 MO0064.The dynamic height is computed by dividing the NAVD 88
 MO0064.geopotential number by the normal gravity value computed on the
 MO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0064.degrees latitude (g = 980.6199 gals.).
 MO0064
 MO0064.The modeled gravity was interpolated from observed gravity values.
 MO0064
 MO0064;                    North         East    Units  Estimated Accuracy
 MO0064;SPC WY E     -   104,580.      268,430.      MT  (+/- 180 meters Scaled)
 MO0064
 MO0064                          SUPERSEDED SURVEY CONTROL
 MO0064
 MO0064  NGVD 29 (??/??/92) 1706.565  (m)         5598.96   (f) ADJ UNCH    2 0
 MO0064
 MO0064.Superseded values are not recommended for survey control.
 MO0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0064.See file dsdata.txt to determine how the superseded data were derived.
 MO0064
 MO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF544876(NAD 83)
 MO0064_MARKER: DB = BENCH MARK DISK
 MO0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0064_STAMPING: E 89 1934
 MO0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0064+STABILITY: SURFACE MOTION
 MO0064
 MO0064  HISTORY     - Date     Condition        Report By
 MO0064  HISTORY     - 1934     MONUMENTED       CGS
 MO0064  HISTORY     - 1941     GOOD             NGS
 MO0064  HISTORY     - 1963     GOOD             USGS
 MO0064
 MO0064                          STATION DESCRIPTION
 MO0064
 MO0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0064'19.7 MI SW FROM LAGRANGE.
 MO0064'IN LARAMIE COUNTY, 4.0 MILES WEST ALONG THE OILED COUNTY ROAD
 MO0064'LEADING TO U.S. HIGHWAY 85 FROM THE POST OFFICE AT LAGRANGE,
 MO0064'GOSHEN COUNTY, THENCE 15.7 MILES SOUTHWEST ALONG U.S. HIGHWAY,
 MO0064'143 FEET SOUTHEAST OF DOUBLE POWER POLES, 1224 FEET SOUTHWEST OF
 MO0064'CENTERLINE OF N-S ROAD, 45 FEET SOUTH OF OLD ROAD SCAR, AND
 MO0064'1.5 FEET NORTH OF FENCE.  A STANDARD DISK, STAMPED E 89 1934 AND
 MO0064'SET IN THE TOP OF A CONCRETE POST.
 MO0064
 MO0064                          STATION RECOVERY (1963)
 MO0064
 MO0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0118 ***********************************************************************
 PY0118  DESIGNATION -  E 9
 PY0118  PID         -  PY0118
 PY0118  STATE/COUNTY-  WY/PARK
 PY0118  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0118
 PY0118                         *CURRENT SURVEY CONTROL
 PY0118  ___________________________________________________________________
 PY0118* NAD 83(1986)-  44 47 48.     (N)    110 44 37.     (W)     SCALED    
 PY0118* NAVD 88     -      2272.713  (meters)    7456.39   (feet)  POSTED    
 PY0118  ___________________________________________________________________
 PY0118  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY0118  DYNAMIC HT  -        2271.340 (meters)    7451.89  (feet)  COMP
 PY0118  MODELED GRAV-     979,933.3   (mgal)                       NAVD 88
 PY0118
 PY0118  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0118
 PY0118.The horizontal coordinates were scaled from a topographic map and have
 PY0118.an estimated accuracy of +/- 6 seconds.
 PY0118
 PY0118.The orthometric height was determined by differential leveling
 PY0118.and adjusted by the National Geodetic Survey in 1992..
 PY0118.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0118.rate of 4.1 thru 8.0 mm/km.
 PY0118
 PY0118.The geoid height was determined by GEOID03.
 PY0118
 PY0118.The dynamic height is computed by dividing the NAVD 88
 PY0118.geopotential number by the normal gravity value computed on the
 PY0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0118.degrees latitude (g = 980.6199 gals.).
 PY0118
 PY0118.The modeled gravity was interpolated from observed gravity values.
 PY0118
 PY0118;                    North         East    Units  Estimated Accuracy
 PY0118;SPC WYWC     -   479,200.      442,270.      MT  (+/- 180 meters Scaled)
 PY0118
 PY0118                          SUPERSEDED SURVEY CONTROL
 PY0118
 PY0118.No superseded survey control is available for this station.
 PY0118
 PY0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ202603(NAD 83)
 PY0118_MARKER: DB = BENCH MARK DISK
 PY0118_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PY0118_STAMPING: E 9 1923
 PY0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0118
 PY0118  HISTORY     - Date     Condition        Report By
 PY0118  HISTORY     - 1923     MONUMENTED       CGS
 PY0118  HISTORY     - 1960     MARK NOT FOUND   NGS
 PY0118  HISTORY     - 1981     MARK NOT FOUND   USGS
 PY0118
 PY0118                          STATION DESCRIPTION
 PY0118
 PY0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0118'6.0 MI N FROM NORRIS.
 PY0118'6.0 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS ROAD
 PY0118'FROM NORRIS JUNCTION, YELLOWSTONE NATIONAL PARK, 200 FEET EAST OF THE
 PY0118'SIXTH MILEPOST FROM NORRIS JUNCTION, 150 FEET EAST OF THE SIGN
 PY0118'OBSIDIAN CREEK, NORTH OF THE ROAD, AND IN A ROCK.  A STANDARD DISK,
 PY0118'STAMPED E 9 1923.
 PY0118
 PY0118                          STATION RECOVERY (1981)
 PY0118
 PY0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PY0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1338 ***********************************************************************
 MO1338  DESIGNATION -  E 90 RESET
 MO1338  PID         -  MO1338
 MO1338  STATE/COUNTY-  WY/LARAMIE
 MO1338  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO1338
 MO1338                         *CURRENT SURVEY CONTROL
 MO1338  ___________________________________________________________________
 MO1338* NAD 83(1986)-  41 07 41.     (N)    104 45 18.     (W)     SCALED    
 MO1338* NAVD 88     -      1825.34   (meters)    5988.6    (feet)  RESET     
 MO1338  ___________________________________________________________________
 MO1338  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 MO1338
 MO1338  VERT ORDER  -  THIRD
 MO1338
 MO1338.The horizontal coordinates were scaled from a topographic map and have
 MO1338.an estimated accuracy of +/- 6 seconds.
 MO1338
 MO1338.The orthometric height was computed from unverified reset data.
 MO1338
 MO1338.The geoid height was determined by GEOID03.
 MO1338
 MO1338;                    North         East    Units  Estimated Accuracy
 MO1338;SPC WY E     -    69,820.      234,570.      MT  (+/- 180 meters Scaled)
 MO1338
 MO1338                          SUPERSEDED SURVEY CONTROL
 MO1338
 MO1338  NGVD 29 (03/28/06) 1824.32   (m)         5985.3    (f) RESET       3  
 MO1338
 MO1338.Superseded values are not recommended for survey control.
 MO1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1338.See file dsdata.txt to determine how the superseded data were derived.
 MO1338
 MO1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF205530(NAD 83)
 MO1338_MARKER: DV = VERTICAL CONTROL DISK
 MO1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1338_SP_SET: CONCRETE POST
 MO1338_STAMPING: E 90 RESET 1985
 MO1338_MARK LOGO: NGS   
 MO1338_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1338+STABILITY: SURFACE MOTION
 MO1338
 MO1338  HISTORY     - Date     Condition        Report By
 MO1338  HISTORY     - 1985     MONUMENTED       UPRR
 MO1338
 MO1338                          STATION DESCRIPTION
 MO1338
 MO1338'DESCRIBED BY UNION PACIFIC RAILROAD 1985
 MO1338'AT CHEYENNE, ALONG THE UNION PACIFIC RAILROAD, JUST 15 FEET EAST OF
 MO1338'SIGNAL H FRAME POLE, MP 506.25, 53.7 FEET NORTH OF THE NORTH RAIL OF
 MO1338'THE NORTH TRACK, UNION PACIFIC ENGINEERING STATION 27211+01, MARK
 MO1338'PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1337 ***********************************************************************
 MO1337  DESIGNATION -  E 91 RESET
 MO1337  PID         -  MO1337
 MO1337  STATE/COUNTY-  WY/LARAMIE
 MO1337  USGS QUAD   -  ARCHER (1978)
 MO1337
 MO1337                         *CURRENT SURVEY CONTROL
 MO1337  ___________________________________________________________________
 MO1337* NAD 83(1986)-  41 07 33.     (N)    104 45 01.     (W)     SCALED    
 MO1337* NAVD 88     -      1813.00   (meters)    5948.2    (feet)  RESET     
 MO1337  ___________________________________________________________________
 MO1337  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 MO1337
 MO1337  VERT ORDER  -  THIRD
 MO1337
 MO1337.The horizontal coordinates were scaled from a topographic map and have
 MO1337.an estimated accuracy of +/- 6 seconds.
 MO1337
 MO1337.The orthometric height was computed from unverified reset data.
 MO1337
 MO1337.The geoid height was determined by GEOID03.
 MO1337
 MO1337;                    North         East    Units  Estimated Accuracy
 MO1337;SPC WY E     -    69,580.      234,960.      MT  (+/- 180 meters Scaled)
 MO1337
 MO1337                          SUPERSEDED SURVEY CONTROL
 MO1337
 MO1337  NGVD 29 (03/28/06) 1811.98   (m)         5944.8    (f) RESET       3  
 MO1337
 MO1337.Superseded values are not recommended for survey control.
 MO1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1337.See file dsdata.txt to determine how the superseded data were derived.
 MO1337
 MO1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF209527(NAD 83)
 MO1337_MARKER: DV = VERTICAL CONTROL DISK
 MO1337_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MO1337+WITH SETTING: PAVEMENT
 MO1337_SP_SET: ANTENNA FOUNDATION
 MO1337_STAMPING: E 91 RESET 1982
 MO1337_MARK LOGO: NGS   
 MO1337_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1337+STABILITY: SURFACE MOTION
 MO1337
 MO1337  HISTORY     - Date     Condition        Report By
 MO1337  HISTORY     - 1982     MONUMENTED       NGS
 MO1337
 MO1337                          STATION DESCRIPTION
 MO1337
 MO1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MO1337'4.7 KM (2.9 MI) EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO1337'IN CHEYENNE, AND NEAR THE JUNCTION OF THE CHICAGO, BURLINGTON, AND
 MO1337'QUINCY RAILROAD.  SOUTH OF THE UNION PACIFIC TRACKS SET IN AN ANTENNA
 MO1337'FOUNDATION OF ABOUT 20 M (65.6 FT) ANTENNA OF THE CUSTOM ROOFING
 MO1337'COMPANY ON THE NORTH SIDE OF THE BUILDING AT 119 CLEVELAND IN THE
 MO1337'ROCKY MOUNTAIN INDUSTRIAL PARK IN EASTERN CHEYENNE, 0.5 KM (0.3 MI)
 MO1337'NORTH OF INTERSTATE 80, 36 METERS EAST FROM THE CENTER OF CLEVELAND
 MO1337'AVENUE, 26.8 METERS SOUTH FROM THE CUSTOM ROOFING COMPANY BUILDING,
 MO1337'1.1 METERS NORTHWEST FROM THE CENTER OF THE ANTENNA, 0.3 METERS SOUTH
 MO1337'FROM THE NORTH EDGE OF THE CONCRETE ANTENNA SLAB, AND 0.3 METERS EAST
 MO1337'FROM THE WEST EDGE OF THE CONCRETE SLAB, AND ABOUT 100 METERS SOUTH OF
 MO1337'THE EAST-WEST UNION PACIFIC TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0300 ***********************************************************************
 MO0300  DESIGNATION -  E 92
 MO0300  PID         -  MO0300
 MO0300  STATE/COUNTY-  WY/LARAMIE
 MO0300  USGS QUAD   -  BRISTOL RIDGE (1990)
 MO0300
 MO0300                         *CURRENT SURVEY CONTROL
 MO0300  ___________________________________________________________________
 MO0300* NAD 83(1986)-  41 32 59.     (N)    104 53 33.     (W)     SCALED    
 MO0300* NAVD 88     -      1795.994  (meters)    5892.36   (feet)  ADJUSTED  
 MO0300  ___________________________________________________________________
 MO0300  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 MO0300  DYNAMIC HT  -        1794.560 (meters)    5887.65  (feet)  COMP
 MO0300  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 MO0300
 MO0300  VERT ORDER  -  SECOND    CLASS 0
 MO0300
 MO0300.The horizontal coordinates were scaled from a topographic map and have
 MO0300.an estimated accuracy of +/- 6 seconds.
 MO0300
 MO0300.The orthometric height was determined by differential leveling
 MO0300.and adjusted by the National Geodetic Survey in June 1991..
 MO0300
 MO0300.The geoid height was determined by GEOID03.
 MO0300
 MO0300.The dynamic height is computed by dividing the NAVD 88
 MO0300.geopotential number by the normal gravity value computed on the
 MO0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0300.degrees latitude (g = 980.6199 gals.).
 MO0300
 MO0300.The modeled gravity was interpolated from observed gravity values.
 MO0300
 MO0300;                    North         East    Units  Estimated Accuracy
 MO0300;SPC WY E     -   116,610.      222,870.      MT  (+/- 180 meters Scaled)
 MO0300
 MO0300                          SUPERSEDED SURVEY CONTROL
 MO0300
 MO0300  NGVD 29 (??/??/92) 1795.072  (m)         5889.33   (f) ADJ UNCH    2 0
 MO0300
 MO0300.Superseded values are not recommended for survey control.
 MO0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0300.See file dsdata.txt to determine how the superseded data were derived.
 MO0300
 MO0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF089997(NAD 83)
 MO0300_MARKER: DB = BENCH MARK DISK
 MO0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0300_STAMPING: E 92 1934
 MO0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0300+STABILITY: SURFACE MOTION
 MO0300
 MO0300  HISTORY     - Date     Condition        Report By
 MO0300  HISTORY     - 1934     MONUMENTED       CGS
 MO0300  HISTORY     - 1941     GOOD             NGS
 MO0300
 MO0300                          STATION DESCRIPTION
 MO0300
 MO0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0300'16 MI S FROM CHUGWATER.
 MO0300'IN LARAMIE COUNTY, 16 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM
 MO0300'CHUGWATER, PLATTE COUNTY, 0.4 MILE NORTHWEST OF THE JUNCTION WITH
 MO0300'A GRAVEL ROAD LEADING WEST, 505 YARDS NORTHEAST OF THE ENTRANCE
 MO0300'TO THE RALPH ROGERS FARM, 47 FEET SOUTHEAST OF THE CENTERLINE
 MO0300'OF THE HIGHWAY, 100 FEET NORTHEAST OF PROPERTY LINE AND 2 FEET
 MO0300'NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK,
 MO0300'STAMPED E 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0083 ***********************************************************************
 NQ0083  DESIGNATION -  E 95
 NQ0083  PID         -  NQ0083
 NQ0083  STATE/COUNTY-  WY/GOSHEN
 NQ0083  USGS QUAD   -  RED CLOUD CREEK EAST (1990)
 NQ0083
 NQ0083                         *CURRENT SURVEY CONTROL
 NQ0083  ___________________________________________________________________
 NQ0083* NAD 83(1986)-  42 15 13.     (N)    104 17 35.     (W)     SCALED    
 NQ0083* NAVD 88     -      1316.438  (meters)    4319.01   (feet)  ADJUSTED  
 NQ0083  ___________________________________________________________________
 NQ0083  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 NQ0083  DYNAMIC HT  -        1315.611 (meters)    4316.30  (feet)  COMP
 NQ0083  MODELED GRAV-     979,948.0   (mgal)                       NAVD 88
 NQ0083
 NQ0083  VERT ORDER  -  SECOND    CLASS 0
 NQ0083
 NQ0083.The horizontal coordinates were scaled from a topographic map and have
 NQ0083.an estimated accuracy of +/- 6 seconds.
 NQ0083
 NQ0083.The orthometric height was determined by differential leveling
 NQ0083.and adjusted by the National Geodetic Survey in June 1991..
 NQ0083
 NQ0083.The geoid height was determined by GEOID03.
 NQ0083
 NQ0083.The dynamic height is computed by dividing the NAVD 88
 NQ0083.geopotential number by the normal gravity value computed on the
 NQ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0083.degrees latitude (g = 980.6199 gals.).
 NQ0083
 NQ0083.The modeled gravity was interpolated from observed gravity values.
 NQ0083
 NQ0083;                    North         East    Units  Estimated Accuracy
 NQ0083;SPC WY E     -   195,120.      272,090.      MT  (+/- 180 meters Scaled)
 NQ0083
 NQ0083                          SUPERSEDED SURVEY CONTROL
 NQ0083
 NQ0083  NGVD 29 (??/??/92) 1315.676  (m)         4316.51   (f) ADJ UNCH    2 0
 NQ0083
 NQ0083.Superseded values are not recommended for survey control.
 NQ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0083.See file dsdata.txt to determine how the superseded data were derived.
 NQ0083
 NQ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG583781(NAD 83)
 NQ0083_MARKER: DB = BENCH MARK DISK
 NQ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0083_STAMPING: E 95 1934
 NQ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0083+STABILITY: SURFACE MOTION
 NQ0083
 NQ0083  HISTORY     - Date     Condition        Report By
 NQ0083  HISTORY     - 1934     MONUMENTED       CGS
 NQ0083  HISTORY     - 1941     GOOD             NGS
 NQ0083  HISTORY     - 1951     GOOD             NGS
 NQ0083
 NQ0083                          STATION DESCRIPTION
 NQ0083
 NQ0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0083'9.2 MI N FROM LINGLE.
 NQ0083'9.2 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 NQ0083'LINGLE, GOSHEN COUNTY, 0.15 MILE SOUTH OF A SMALL WOODEN BRIDGE,
 NQ0083'46.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 FEET
 NQ0083'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 95
 NQ0083'1934 AND SET IN THE TOP OF A CONCRETE POST, PROJECTING ABOUT 8
 NQ0083'INCHES ABOVE GROUND.  NOTE-- MARK IS 450 FEET NORTH OF AN
 NQ0083'EAST-WEST PROPERTY LINE ON THE WEST SIDE OF THE HIGHWAY.
 NQ0083
 NQ0083                          STATION RECOVERY (1951)
 NQ0083
 NQ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 NQ0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0084 ***********************************************************************
 NQ0084  DESIGNATION -  E 95 RESET
 NQ0084  PID         -  NQ0084
 NQ0084  STATE/COUNTY-  WY/GOSHEN
 NQ0084  USGS QUAD   -  RED CLOUD CREEK EAST (1990)
 NQ0084
 NQ0084                         *CURRENT SURVEY CONTROL
 NQ0084  ___________________________________________________________________
 NQ0084* NAD 83(1986)-  42 15 13.     (N)    104 17 34.     (W)     SCALED    
 NQ0084* NAVD 88     -      1316.07   (meters)    4317.8    (feet)  RESET     
 NQ0084  ___________________________________________________________________
 NQ0084  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 NQ0084
 NQ0084  VERT ORDER  -  THIRD
 NQ0084
 NQ0084.The horizontal coordinates were scaled from a topographic map and have
 NQ0084.an estimated accuracy of +/- 6 seconds.
 NQ0084
 NQ0084.The orthometric height was computed from unverified reset data.
 NQ0084.No vertical observational check was made to the station.
 NQ0084
 NQ0084.The geoid height was determined by GEOID03.
 NQ0084
 NQ0084;                    North         East    Units  Estimated Accuracy
 NQ0084;SPC WY E     -   195,120.      272,110.      MT  (+/- 180 meters Scaled)
 NQ0084
 NQ0084                          SUPERSEDED SURVEY CONTROL
 NQ0084
 NQ0084  NGVD 29 (??/??/??) 1315.31   (m)         4315.3    (f) RESET       3  
 NQ0084
 NQ0084.Superseded values are not recommended for survey control.
 NQ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0084.See file dsdata.txt to determine how the superseded data were derived.
 NQ0084
 NQ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG583781(NAD 83)
 NQ0084_MARKER: DB = BENCH MARK DISK
 NQ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0084_STAMPING: E 95 RESET 1967
 NQ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0084+STABILITY: SURFACE MOTION
 NQ0084
 NQ0084  HISTORY     - Date     Condition        Report By
 NQ0084  HISTORY     - 1967     MONUMENTED       CGS
 NQ0084  HISTORY     - 1974     GOOD             USGS
 NQ0084
 NQ0084                          STATION DESCRIPTION
 NQ0084
 NQ0084'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0084'9.2 MI N FROM LINGLE.
 NQ0084'9.2 MILES NORTH OF ALONG U.S. HWY. 85 FROM POST OFFICE, 0.15
 NQ0084'MI. SOUTH OF AN 8 BY 6 BY 80 FOOT CONCRETE BOX CULVERT.  82.5
 NQ0084'FEET SOUTH OF A POWER LINE POLE, 74 FEET EAST OF CENTER LINE OF
 NQ0084'HWY. AND 1 FOOT WEST OF THE EAST R.O.W. FENCE AND 1.5 FEET SW OF
 NQ0084'A WITNESS POST.  A STANDARD DISK STAMPED E 95 RESET 1967 AND SET
 NQ0084'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0049 ***********************************************************************
 MO0049  DESIGNATION -  E 96
 MO0049  PID         -  MO0049
 MO0049  STATE/COUNTY-  WY/LARAMIE
 MO0049  USGS QUAD   -  TRACY (1963)
 MO0049
 MO0049                         *CURRENT SURVEY CONTROL
 MO0049  ___________________________________________________________________
 MO0049* NAD 83(1986)-  41 12 30.     (N)    104 11 53.     (W)     SCALED    
 MO0049* NAVD 88     -      1583.052  (meters)    5193.73   (feet)  ADJUSTED  
 MO0049  ___________________________________________________________________
 MO0049  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MO0049  DYNAMIC HT  -        1581.791 (meters)    5189.59  (feet)  COMP
 MO0049  MODELED GRAV-     979,772.1   (mgal)                       NAVD 88
 MO0049
 MO0049  VERT ORDER  -  SECOND    CLASS 0
 MO0049
 MO0049.The horizontal coordinates were scaled from a topographic map and have
 MO0049.an estimated accuracy of +/- 6 seconds.
 MO0049
 MO0049.The orthometric height was determined by differential leveling
 MO0049.and adjusted by the National Geodetic Survey in June 1991..
 MO0049
 MO0049.The geoid height was determined by GEOID03.
 MO0049
 MO0049.The dynamic height is computed by dividing the NAVD 88
 MO0049.geopotential number by the normal gravity value computed on the
 MO0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0049.degrees latitude (g = 980.6199 gals.).
 MO0049
 MO0049.The modeled gravity was interpolated from observed gravity values.
 MO0049
 MO0049;                    North         East    Units  Estimated Accuracy
 MO0049;SPC WY E     -    79,110.      281,230.      MT  (+/- 180 meters Scaled)
 MO0049
 MO0049                          SUPERSEDED SURVEY CONTROL
 MO0049
 MO0049  NGVD 29 (??/??/92) 1582.188  (m)         5190.90   (f) ADJ UNCH    2 0
 MO0049
 MO0049.Superseded values are not recommended for survey control.
 MO0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0049.See file dsdata.txt to determine how the superseded data were derived.
 MO0049
 MO0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF672621(NAD 83)
 MO0049_MARKER: DB = BENCH MARK DISK
 MO0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0049_STAMPING: E 96 1934
 MO0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0049+STABILITY: SURFACE MOTION
 MO0049
 MO0049  HISTORY     - Date     Condition        Report By
 MO0049  HISTORY     - 1934     MONUMENTED       CGS
 MO0049
 MO0049                          STATION DESCRIPTION
 MO0049
 MO0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0049'4.7 MI NE FROM EGBERT.
 MO0049'4.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 MO0049'THE STATION AT EGBERT, 50.8 FEET SOUTHEAST OF THE EAST RAIL,
 MO0049'2.3 FEET NORTH OF AN EAST-AND-WEST FENCE, AND 2.8 FEET SOUTHEAST
 MO0049'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 96 1934
 MO0049'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0012 ***********************************************************************
 MO0012  DESIGNATION -  E 97
 MO0012  PID         -  MO0012
 MO0012  STATE/COUNTY-  WY/GOSHEN
 MO0012  USGS QUAD   -  LA GRANGE (1990)
 MO0012
 MO0012                         *CURRENT SURVEY CONTROL
 MO0012  ___________________________________________________________________
 MO0012* NAD 83(1986)-  41 43 29.     (N)    104 12 58.     (W)     SCALED    
 MO0012* NAVD 88     -      1355.012  (meters)    4445.57   (feet)  ADJUSTED  
 MO0012  ___________________________________________________________________
 MO0012  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 MO0012  DYNAMIC HT  -        1354.072 (meters)    4442.48  (feet)  COMP
 MO0012  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 MO0012
 MO0012  VERT ORDER  -  SECOND    CLASS 0
 MO0012
 MO0012.The horizontal coordinates were scaled from a topographic map and have
 MO0012.an estimated accuracy of +/- 6 seconds.
 MO0012
 MO0012.The orthometric height was determined by differential leveling
 MO0012.and adjusted by the National Geodetic Survey in June 1991..
 MO0012
 MO0012.The geoid height was determined by GEOID03.
 MO0012
 MO0012.The dynamic height is computed by dividing the NAVD 88
 MO0012.geopotential number by the normal gravity value computed on the
 MO0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0012.degrees latitude (g = 980.6199 gals.).
 MO0012
 MO0012.The modeled gravity was interpolated from observed gravity values.
 MO0012
 MO0012;                    North         East    Units  Estimated Accuracy
 MO0012;SPC WY E     -   136,440.      279,090.      MT  (+/- 180 meters Scaled)
 MO0012
 MO0012                          SUPERSEDED SURVEY CONTROL
 MO0012
 MO0012  NGVD 29 (??/??/92) 1354.217  (m)         4442.96   (f) ADJ UNCH    2 0
 MO0012
 MO0012.Superseded values are not recommended for survey control.
 MO0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0012.See file dsdata.txt to determine how the superseded data were derived.
 MO0012
 MO0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG651195(NAD 83)
 MO0012_MARKER: DB = BENCH MARK DISK
 MO0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0012_STAMPING: E 97 1934
 MO0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0012+STABILITY: SURFACE MOTION
 MO0012
 MO0012  HISTORY     - Date     Condition        Report By
 MO0012  HISTORY     - 1934     MONUMENTED       CGS
 MO0012  HISTORY     - 1960     MARK NOT FOUND   NGS
 MO0012
 MO0012                          STATION DESCRIPTION
 MO0012
 MO0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0012'4.9 MI SE FROM HAWK SPRINGS.
 MO0012'4.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0012'STATION AT HAWK SPRINGS, 0.1 MILE SOUTH OF MILEPOST 47, ON THE
 MO0012'SOUTH SLOPE OF A HILL, 285 FEET NORTH OF A FENCE CORNER, 17 FEET
 MO0012'SOUTH OF THE SECOND POWER-LINE POLE SOUTH OF A SECTION LINE,
 MO0012'40 FEET WEST OF THE WEST RAIL, AND 2.8 FEET WEST OF THE
 MO0012'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 97 1934 AND SET
 MO0012'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0327 ***********************************************************************
 MO0327  DESIGNATION -  E 99
 MO0327  PID         -  MO0327
 MO0327  STATE/COUNTY-  WY/PLATTE
 MO0327  USGS QUAD   -  KLUTZ CANYON (1990)
 MO0327
 MO0327                         *CURRENT SURVEY CONTROL
 MO0327  ___________________________________________________________________
 MO0327* NAD 83(1986)-  41 45 20.     (N)    104 41 32.     (W)     SCALED    
 MO0327* NAVD 88     -      1654.550  (meters)    5428.30   (feet)  ADJUSTED  
 MO0327  ___________________________________________________________________
 MO0327  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 MO0327  DYNAMIC HT  -        1653.322 (meters)    5424.27  (feet)  COMP
 MO0327  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 MO0327
 MO0327  VERT ORDER  -  SECOND    CLASS 0
 MO0327
 MO0327.The horizontal coordinates were scaled from a topographic map and have
 MO0327.an estimated accuracy of +/- 6 seconds.
 MO0327
 MO0327.The orthometric height was determined by differential leveling
 MO0327.and adjusted by the National Geodetic Survey in June 1991..
 MO0327
 MO0327.The geoid height was determined by GEOID03.
 MO0327
 MO0327.The dynamic height is computed by dividing the NAVD 88
 MO0327.geopotential number by the normal gravity value computed on the
 MO0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0327.degrees latitude (g = 980.6199 gals.).
 MO0327
 MO0327.The modeled gravity was interpolated from observed gravity values.
 MO0327
 MO0327;                    North         East    Units  Estimated Accuracy
 MO0327;SPC WY E     -   139,540.      239,460.      MT  (+/- 180 meters Scaled)
 MO0327
 MO0327                          SUPERSEDED SURVEY CONTROL
 MO0327
 MO0327  NGVD 29 (??/??/92) 1653.696  (m)         5425.50   (f) ADJ UNCH    2 0
 MO0327
 MO0327.Superseded values are not recommended for survey control.
 MO0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0327.See file dsdata.txt to determine how the superseded data were derived.
 MO0327
 MO0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG255226(NAD 83)
 MO0327_MARKER: DB = BENCH MARK DISK
 MO0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0327_STAMPING: E 99 1934
 MO0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0327+STABILITY: SURFACE MOTION
 MO0327
 MO0327  HISTORY     - Date     Condition        Report By
 MO0327  HISTORY     - 1934     MONUMENTED       CGS
 MO0327  HISTORY     - 1941     GOOD             NGS
 MO0327  HISTORY     - 1963     MARK NOT FOUND   USGS
 MO0327
 MO0327                          STATION DESCRIPTION
 MO0327
 MO0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0327'7 MI E FROM CHUGWATER.
 MO0327'ABOUT 7 MILES EAST ALONG THE COUNTY ROAD LEADING TO HAWK SPRINGS
 MO0327'FROM THE COLORADO AND SOUTHERN RAILWAY STATION AT CHUGWATER,
 MO0327'PLATTE COUNTY, AT A CROSS ROAD, 36 FEET NORTH OF THE CENTERLINE
 MO0327'OF THE HAWK SPRINGS ROAD, 36 FEET WEST OF THE CENTERLINE OF THE
 MO0327'CROSS ROAD, IN A FENCE CORNER, 3 FEET NORTH OF THE EAST-AND-WEST
 MO0327'FENCE, AND 3 FEET WEST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD
 MO0327'DISK, STAMPED E 99 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0327'NOTE-- 1941 REPORT-- THIS MARK IS NEARLY COVERED WITH HEAVY
 MO0327'SOD GRASS.
 MO0327
 MO0327                          STATION RECOVERY (1963)
 MO0327
 MO0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0089 ***********************************************************************
 MO0089  DESIGNATION -  EA 8 A
 MO0089  PID         -  MO0089
 MO0089  STATE/COUNTY-  WY/LARAMIE
 MO0089  USGS QUAD   -  
 MO0089
 MO0089                         *CURRENT SURVEY CONTROL
 MO0089  ___________________________________________________________________
 MO0089* NAD 83(1993)-  41 13 09.37933(N)    104 03 51.25502(W)     ADJUSTED  
 MO0089* NAVD 88     -      1556.052  (meters)    5105.15   (feet)  ADJUSTED  
 MO0089  ___________________________________________________________________
 MO0089  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 MO0089  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 MO0089  DYNAMIC HT  -        1554.843 (meters)    5101.18  (feet)  COMP
 MO0089  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 MO0089
 MO0089  HORZ ORDER  -  THIRD
 MO0089  VERT ORDER  -  SECOND    CLASS 0
 MO0089
 MO0089.The horizontal coordinates were established by classical geodetic methods
 MO0089.and adjusted by the National Geodetic Survey in January 1997..
 MO0089
 MO0089.The orthometric height was determined by differential leveling
 MO0089.and adjusted by the National Geodetic Survey in June 1991..
 MO0089
 MO0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0089
 MO0089.The geoid height was determined by GEOID03.
 MO0089
 MO0089.The dynamic height is computed by dividing the NAVD 88
 MO0089.geopotential number by the normal gravity value computed on the
 MO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0089.degrees latitude (g = 980.6199 gals.).
 MO0089
 MO0089.The modeled gravity was interpolated from observed gravity values.
 MO0089
 MO0089;                    North         East     Units Scale Factor Converg.
 MO0089;SPC WY E     -    80,457.078   292,439.996   MT  1.00004263   +0 43 35.4
 MO0089;UTM  13      - 4,563,520.896   578,438.133   MT  0.99967572   +0 36 59.9
 MO0089
 MO0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0089!SPC WY E     -   0.99975884  x   1.00004263  =   0.99980145
 MO0089!UTM  13      -   0.99975884  x   0.99967572  =   0.99943463
 MO0089
 MO0089|---------------------------------------------------------------------|
 MO0089| PID    Reference Object                     Distance      Geod. Az  |
 MO0089|                                                           dddmmss.s |
 MO0089| CP9225 EA 8 A RM 1                          10.386 METERS 15746     |
 MO0089| MO1027 PINE                                APPROX. 5.9 KM 1892232.4 |
 MO0089| MO0847 LS 8 3 RP                           128.461 METERS 22719     |
 MO0089| MO0091 EA 8 A RM 2                           9.983 METERS 27517     |
 MO0089| MO1029 EBY CL EXTENDED                     166.380 METERS 33339     |
 MO0089| MO1031 EA 5                                209.857 METERS 35703     |
 MO0089|---------------------------------------------------------------------|
 MO0089
 MO0089                          SUPERSEDED SURVEY CONTROL
 MO0089
 MO0089  NAD 83(1986)-  41 13 09.37064(N)    104 03 51.25301(W) AD(       ) 3
 MO0089  NGVD 29 (??/??/92) 1555.25   (m)         5102.5    (f) COMPUTED    2 0
 MO0089
 MO0089.Superseded values are not recommended for survey control.
 MO0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0089.See file dsdata.txt to determine how the superseded data were derived.
 MO0089
 MO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7843863521(NAD 83)
 MO0089_MARKER: DD = SURVEY DISK
 MO0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0089+STABILITY: SURFACE MOTION
 MO0089
 MO0089  HISTORY     - Date     Condition        Report By
 MO0089  HISTORY     - 1960     MONUMENTED       DOD
 MO0089  HISTORY     - 1960     GOOD             NGS
 MO0089
 MO0089                          STATION DESCRIPTION
 MO0089
 MO0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0089'2 MI N FROM PINE BLUFFS.
 MO0089'LOCATED AT MISSILE SITE 549-3, ABOUT 2 MILES NORTH OF PINE
 MO0089'BLUFFS, WYOMING.  THE MARK IS SITUATED IN THE NORTHEAST CORNER
 MO0089'OF THE PERIMETER FENCE, 14 FEET WEST OF THE FENCE AND 5 FEET SOUTH
 MO0089'OF FENCE, SET IN THE TOP OF A 6-INCH CONCRETE POST FLUSH WITH
 MO0089'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0090 ***********************************************************************
 MO0090  DESIGNATION -  EA 8 A RM 1
 MO0090  PID         -  MO0090
 MO0090  STATE/COUNTY-  WY/LARAMIE
 MO0090  USGS QUAD   -  PINE BLUFFS (1992)
 MO0090
 MO0090                         *CURRENT SURVEY CONTROL
 MO0090  ___________________________________________________________________
 MO0090* NAD 83(1986)-  41 13 03.     (N)    104 03 54.     (W)     SCALED    
 MO0090* NAVD 88     -      1555.614  (meters)    5103.71   (feet)  ADJUSTED  
 MO0090  ___________________________________________________________________
 MO0090  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 MO0090  DYNAMIC HT  -        1554.406 (meters)    5099.75  (feet)  COMP
 MO0090  MODELED GRAV-     979,792.4   (mgal)                       NAVD 88
 MO0090
 MO0090  VERT ORDER  -  SECOND    CLASS 0
 MO0090
 MO0090.The horizontal coordinates were scaled from a topographic map and have
 MO0090.an estimated accuracy of +/- 6 seconds.
 MO0090
 MO0090.The orthometric height was determined by differential leveling
 MO0090.and adjusted by the National Geodetic Survey in June 1991..
 MO0090
 MO0090.The geoid height was determined by GEOID03.
 MO0090
 MO0090.The dynamic height is computed by dividing the NAVD 88
 MO0090.geopotential number by the normal gravity value computed on the
 MO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0090.degrees latitude (g = 980.6199 gals.).
 MO0090
 MO0090.The modeled gravity was interpolated from observed gravity values.
 MO0090
 MO0090;                    North         East    Units  Estimated Accuracy
 MO0090;SPC WY E     -    80,260.      292,380.      MT  (+/- 180 meters Scaled)
 MO0090
 MO0090                          SUPERSEDED SURVEY CONTROL
 MO0090
 MO0090  NGVD 29 (??/??/92) 1554.81   (m)         5101.1    (f) COMPUTED    2 0
 MO0090
 MO0090.Superseded values are not recommended for survey control.
 MO0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0090.See file dsdata.txt to determine how the superseded data were derived.
 MO0090
 MO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF783633(NAD 83)
 MO0090_MARKER: DR = REFERENCE MARK DISK
 MO0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0090_STAMPING: EA8-A USE NO 1 1960
 MO0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0090+STABILITY: SURFACE MOTION
 MO0090
 MO0090  HISTORY     - Date     Condition        Report By
 MO0090  HISTORY     - 1960     MONUMENTED       CGS
 MO0090
 MO0090                          STATION DESCRIPTION
 MO0090
 MO0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MO0090'2 MI N FROM PINE BLUFFS.
 MO0090'LOCATED AT MISSILE SITE 549-3, ABOUT 2 MILES NORTH OF PINE
 MO0090'BLUFFS, WYOMING, 34 FEET SOUTHEAST OF TRIANGULATION STATION
 MO0090'EA8-A, 1 FOOT WEST OF FENCE, SET IN THE TOP OF A 6-INCH CONCRETE
 MO0090'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0091 ***********************************************************************
 MO0091  DESIGNATION -  EA 8 A RM 2
 MO0091  PID         -  MO0091
 MO0091  STATE/COUNTY-  WY/LARAMIE
 MO0091  USGS QUAD   -  PINE BLUFFS (1992)
 MO0091
 MO0091                         *CURRENT SURVEY CONTROL
 MO0091  ___________________________________________________________________
 MO0091* NAD 83(1986)-  41 13 03.     (N)    104 03 56.     (W)     SCALED    
 MO0091* NAVD 88     -      1555.357  (meters)    5102.87   (feet)  ADJUSTED  
 MO0091  ___________________________________________________________________
 MO0091  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 MO0091  DYNAMIC HT  -        1554.149 (meters)    5098.90  (feet)  COMP
 MO0091  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 MO0091
 MO0091  VERT ORDER  -  SECOND    CLASS 0
 MO0091
 MO0091.The horizontal coordinates were scaled from a topographic map and have
 MO0091.an estimated accuracy of +/- 6 seconds.
 MO0091
 MO0091.The orthometric height was determined by differential leveling
 MO0091.and adjusted by the National Geodetic Survey in June 1991..
 MO0091
 MO0091.The geoid height was determined by GEOID03.
 MO0091
 MO0091.The dynamic height is computed by dividing the NAVD 88
 MO0091.geopotential number by the normal gravity value computed on the
 MO0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0091.degrees latitude (g = 980.6199 gals.).
 MO0091
 MO0091.The modeled gravity was interpolated from observed gravity values.
 MO0091
 MO0091;                    North         East    Units  Estimated Accuracy
 MO0091;SPC WY E     -    80,260.      292,330.      MT  (+/- 180 meters Scaled)
 MO0091
 MO0091                          SUPERSEDED SURVEY CONTROL
 MO0091
 MO0091  NGVD 29 (??/??/92) 1554.55   (m)         5100.2    (f) COMPUTED    2 0
 MO0091
 MO0091.Superseded values are not recommended for survey control.
 MO0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0091.See file dsdata.txt to determine how the superseded data were derived.
 MO0091
 MO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF783633(NAD 83)
 MO0091_MARKER: DR = REFERENCE MARK DISK
 MO0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0091_STAMPING: EA8-A USE NO 2 1960
 MO0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0091+STABILITY: SURFACE MOTION
 MO0091
 MO0091  HISTORY     - Date     Condition        Report By
 MO0091  HISTORY     - 1960     MONUMENTED       CGS
 MO0091
 MO0091                          STATION DESCRIPTION
 MO0091
 MO0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MO0091'2 MI N FROM PINE BLUFFS.
 MO0091'LOCATED AT MISSILE SITE 549-3, ABOUT 2 MILES NORTH OF PINE
 MO0091'BLUFFS, WYOMING, 33 FEET WEST OF TRIANGULATION STATION EA-8A,
 MO0091'45 FEET EAST OF A GATE, 1 FOOT SOUTH OF A FENCE, SET IN THE
 MO0091'TOP OF A 6-INCH CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0623 ***********************************************************************
 NQ0623  DESIGNATION -  EAGLE
 NQ0623  PID         -  NQ0623
 NQ0623  STATE/COUNTY-  WY/ALBANY
 NQ0623  USGS QUAD   -  WINDY PEAK (1992)
 NQ0623
 NQ0623                         *CURRENT SURVEY CONTROL
 NQ0623  ___________________________________________________________________
 NQ0623* NAD 83(1993)-  42 15 54.34062(N)    105 31 05.45114(W)     ADJUSTED  
 NQ0623* NAVD 88     -      2795.0    (meters)    9170.     (feet)  VERTCON   
 NQ0623  ___________________________________________________________________
 NQ0623  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 NQ0623  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 NQ0623
 NQ0623  HORZ ORDER  -  SECOND
 NQ0623
 NQ0623.The horizontal coordinates were established by classical geodetic methods
 NQ0623.and adjusted by the National Geodetic Survey in January 1997..
 NQ0623
 NQ0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0623
 NQ0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0623
 NQ0623.The geoid height was determined by GEOID03.
 NQ0623
 NQ0623;                    North         East     Units Scale Factor Converg.
 NQ0623;SPC WY E     -   196,081.319   170,999.765   MT  0.99994784   -0 14 11.1
 NQ0623;UTM  13      - 4,679,340.034   457,264.015   MT  0.99962247   -0 20 54.7
 NQ0623
 NQ0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0623!SPC WY E     -   0.99956365  x   0.99994784  =   0.99951151
 NQ0623!UTM  13      -   0.99956365  x   0.99962247  =   0.99918628
 NQ0623
 NQ0623|---------------------------------------------------------------------|
 NQ0623| PID    Reference Object                     Distance      Geod. Az  |
 NQ0623|                                                           dddmmss.s |
 NQ0623| CP9227 EAGLE RM 1                           10.457 METERS 00950     |
 NQ0623| CP9228 EAGLE RM 2                           11.355 METERS 21100     |
 NQ0623| CP9226 EAGLE AZ MK                                        3042506.1 |
 NQ0623|---------------------------------------------------------------------|
 NQ0623
 NQ0623                          SUPERSEDED SURVEY CONTROL
 NQ0623
 NQ0623  NAD 83(1986)-  42 15 54.32370(N)    105 31 05.44219(W) AD(       ) 2
 NQ0623  NAD 27      -  42 15 54.43900(N)    105 31 03.47100(W) AD(       ) 2
 NQ0623  NGVD 29 (07/19/86) 2794.0    (m)         9167.     (f) VERT ANG       
 NQ0623
 NQ0623.Superseded values are not recommended for survey control.
 NQ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0623.See file dsdata.txt to determine how the superseded data were derived.
 NQ0623
 NQ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG5726479340(NAD 83)
 NQ0623_MARKER: DS = TRIANGULATION STATION DISK
 NQ0623_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0623
 NQ0623  HISTORY     - Date     Condition        Report By
 NQ0623  HISTORY     - 1948     MONUMENTED       CGS
 NQ0623
 NQ0623                          STATION DESCRIPTION
 NQ0623
 NQ0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0623'STATION IS LOCATED IN T. 27 N., R. 72 W., SEC. 31, ABOUT 14
 NQ0623'MILES AIRLINE SOUTHWEST OF ESTERBROOK, 4 MILES AIRLINE WEST
 NQ0623'OF LARAMIE PEAK, ON SOUTH PEAK OF A SHARP, ROCKY, DOUBLE-TOPPED
 NQ0623'PEAK, LOCALLY KNOWN AS EAGLE PEAK, SET FLUSH, AND STAMPED,
 NQ0623'EAGLE 1948.
 NQ0623'
 NQ0623'REFERENCE MARK NO. 1 IS APPROXIMATELY 5 FEET LOWER THAN STATION,
 NQ0623'SET FLUSH, AND STAMPED, EAGLE NO 1 1948.
 NQ0623'
 NQ0623'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 FEET LOWER THAN STATION,
 NQ0623'SET FLUSH, AND STAMPED, EAGLE NO 2 1948.
 NQ0623'
 NQ0623'AZIMUTH MARK IS LOCATED 60 PACES NORTH OF FENCE LINE, 50
 NQ0623'PACES WEST OF TRACK ROAD, PROJECTS 4 INCHES, AND STAMPED,
 NQ0623'EAGLE 1948.
 NQ0623'
 NQ0623'TO REACH FROM ESTERBROOK POST OFFICE, GO NORTH FOR 0.2 MILE
 NQ0623'TO RANGER STATION ON RIGHT, T ROAD LEFT, AND SIGN FRIEND
 NQ0623'CREEK BEAR CREEK.  TAKE ROAD LEFT AND GO 3.3 MILES TO CATTLE
 NQ0623'GUARD, FORK, AND SIGN GARRETT P.O. 30 ESTERBROOK 3.  TAKE
 NQ0623'LEFT FORK AND FOLLOW MAIN ROAD FOR 11.6 MILES TO FORK AND SIGN
 NQ0623'GARRETT P.O. 18 ESTERBROOK 15.  TAKE RIGHT FORK AND GO 0.4
 NQ0623'MILE TO GATE AND AZIMUTH MARK AS DESCRIBED ABOVE.  PASS THROUGH
 NQ0623'GATE AND GO 0.2 MILE TO SMALL CREEK BED.  TURN LEFT, LEAVING
 NQ0623'ROAD, AND GO 0.15 MILE TO ANOTHER CREEK BED AND END OF TRUCK
 NQ0623'TRAVEL.  WITH A FOUR WHEEL DRIVE VEHICLE, GO UP HILL IN
 NQ0623'EASTERLY DIRECTION, AROUND TO RIGHT OF BIG ROCK AND ALONG RIDGE
 NQ0623'TO QUAKING ASPEN GROVE IN DRAW AND END OF TRUCK TRAVEL, A TOTAL
 NQ0623'DISTANCE OF 1.0 MILE.  FROM HERE PACK EAST UP STEEP HILL TO
 NQ0623'SOUTH PEAK AND STATION.  A TWO-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0213 ***********************************************************************
 MP0213  DESIGNATION -  EAST BASE
 MP0213  PID         -  MP0213
 MP0213  STATE/COUNTY-  WY/CARBON
 MP0213  USGS QUAD   -  FORT STEELE (1971)
 MP0213
 MP0213                         *CURRENT SURVEY CONTROL
 MP0213  ___________________________________________________________________
 MP0213* NAD 83(1993)-  41 46 45.39363(N)    106 59 58.10828(W)     ADJUSTED  
 MP0213* NAVD 88     -      2007.623  (meters)    6586.68   (feet)  ADJUSTED  
 MP0213  ___________________________________________________________________
 MP0213  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 MP0213  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 MP0213  DYNAMIC HT  -        2005.946 (meters)    6581.17  (feet)  COMP
 MP0213  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 MP0213
 MP0213  HORZ ORDER  -  THIRD
 MP0213  VERT ORDER  -  FIRST     CLASS II
 MP0213
 MP0213.The horizontal coordinates were established by classical geodetic methods
 MP0213.and adjusted by the National Geodetic Survey in January 1997..
 MP0213
 MP0213.The orthometric height was determined by differential leveling
 MP0213.and adjusted by the National Geodetic Survey in June 1991..
 MP0213
 MP0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0213
 MP0213.The geoid height was determined by GEOID03.
 MP0213
 MP0213.The dynamic height is computed by dividing the NAVD 88
 MP0213.geopotential number by the normal gravity value computed on the
 MP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0213.degrees latitude (g = 980.6199 gals.).
 MP0213
 MP0213.The modeled gravity was interpolated from observed gravity values.
 MP0213
 MP0213;                    North         East     Units Scale Factor Converg.
 MP0213;SPC WYEC     -   242,117.058   427,754.123   MT  0.99994698   +0 13 20.8
 MP0213;UTM  13      - 4,627,202.140   333,833.410   MT  0.99993978   -1 19 56.9
 MP0213
 MP0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0213!SPC WYEC     -   0.99968734  x   0.99994698  =   0.99963434
 MP0213!UTM  13      -   0.99968734  x   0.99993978  =   0.99962714
 MP0213
 MP0213:                Primary Azimuth Mark                     Grid Az
 MP0213:SPC WYEC     -  SINCLAIR EAST BASE                       119 17 28.4
 MP0213:UTM  13      -  SINCLAIR EAST BASE                       120 50 46.1
 MP0213
 MP0213|---------------------------------------------------------------------|
 MP0213| PID    Reference Object                     Distance      Geod. Az  |
 MP0213|                                                           dddmmss.s |
 MP0213| MP0598 SINCLAIR EAST BASE                  APPROX. 3.0 KM 1193049.2 |
 MP0213|---------------------------------------------------------------------|
 MP0213
 MP0213                          SUPERSEDED SURVEY CONTROL
 MP0213
 MP0213  NAD 83(1986)-  41 46 45.38151(N)    106 59 58.10008(W) AD(       ) 3
 MP0213  NAD 27      -  41 46 45.52683(N)    106 59 55.94532(W) AD(       ) 3
 MP0213  NGVD 29 (06/08/92) 2006.494  (m)         6582.97   (f) ADJUSTED    1 2
 MP0213
 MP0213.Superseded values are not recommended for survey control.
 MP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0213.See file dsdata.txt to determine how the superseded data were derived.
 MP0213
 MP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3383327202(NAD 83)
 MP0213_MARKER: DD = SURVEY DISK
 MP0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0213_SP_SET: STONE POST
 MP0213_STAMPING: EAST BASE
 MP0213_MARK LOGO: USGS  
 MP0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0213+STABILITY: SURFACE MOTION
 MP0213
 MP0213  HISTORY     - Date     Condition        Report By
 MP0213  HISTORY     - UNK      MONUMENTED       USGS
 MP0213  HISTORY     - 1947     GOOD             NGS
 MP0213  HISTORY     - 1951     GOOD             USGS
 MP0213  HISTORY     - 1983     GOOD             NGS
 MP0213
 MP0213                          STATION DESCRIPTION
 MP0213
 MP0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0213'2.6 MI W FROM FORT STEELE.
 MP0213'2.6 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE ELEMENTARY
 MP0213'SCHOOL AT FORT STEELE, 511.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MP0213'TRACK AT A POINT 14 POLES WEST OF MILEPOST 670, 13.0 FEET SOUTH OF THE
 MP0213'CENTER LINE OF A RIDGE ROAD, 1.8 FEET EAST OF A REFERENCE POST, SET IN
 MP0213'THE TOP OF A STONE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MP0213
 MP0213                          STATION RECOVERY (1951)
 MP0213
 MP0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (KBM)
 MP0213'STATION IS LOCATED ABOUT 5.5 MI. DUE E. OF SINCLAIR, WYOMING, ON LOW
 MP0213'E-W. RIDGE, ABOUT 515 FT. S. OF CENTER OF DOUBLE RAILROAD TRACK.
 MP0213'
 MP0213'TO REACH FROM THE SINCLAIR HOTEL, PROCEED E. ON U.S.HWY.30 1.8 MI. TO
 MP0213'TRACK RD., ON LEFT, THEN LEFT NE. FOLLOWING TRACK RD. ALONG RAILROAD.
 MP0213'3.7 MI. TO DIM FORKS, THEN RIGHT ALONG DIM TRAVEL ROAD ALONG TOP OF
 MP0213'RIDGE 0.5 MI.  STATION LIES 12 FT. S. OF CENTER LINE OF RD.
 MP0213'
 MP0213'STATION MARKS - USGS BRONZE TABLET SET IN TOP OF A STONE POST
 MP0213'PROJECTING 6 IN. ABOVE GROUND, STAMPED ---EAST BASE---.
 MP0213'
 MP0213'REFERENCE MARK NO.1 - A USGS CAP RIVETED ON A 3-1/2 INCH IRON PIPE
 MP0213'PROJECTING 18 IN. ABOVE GROUND, STAMPED ---M 319 1947---.20.00 FT.FROM
 MP0213'STATION, S 11 DEG 21 MIN W.
 MP0213'
 MP0213'REFERENCE MARK NO.2 - A USGS CAP RIVETED ON A 3-1/2 INCH IRON PIPE
 MP0213'PROJECTING 18 IN. ABOVE THE GROUND, STAMPED --- N 319 1947,--- 20.20
 MP0213'FT. FROM STATION, S 89 DEG 03 MIN W.
 MP0213'
 MP0213'REFERENCE MARK NO.3 - A USGS CAP RIVETED ON A 3-1/2 IN.IRON PIPE
 MP0213'PROJECTING 18 IN. ABOVE THE GROUND, STAMPED--- P 319 1947,---20.15 FT.
 MP0213'FROM STATION, N 10 DEG 33 MIN E.
 MP0213
 MP0213                          STATION RECOVERY (1983)
 MP0213
 MP0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0213'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.5 KM (5.9 MI)
 MP0213'EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN SINCLAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1223 ***********************************************************************
 MO1223  DESIGNATION -  EAST TWIN
 MO1223  PID         -  MO1223
 MO1223  STATE/COUNTY-  WY/LARAMIE
 MO1223  USGS QUAD   -  BUFORD (1987)
 MO1223
 MO1223                         *CURRENT SURVEY CONTROL
 MO1223  ___________________________________________________________________
 MO1223* NAD 83(1993)-  41 02 53.63573(N)    105 16 04.68240(W)     ADJUSTED  
 MO1223* NAVD 88     -      2482.5    (meters)    8145.     (feet)  VERTCON   
 MO1223  ___________________________________________________________________
 MO1223  LAPLACE CORR-         -14.37  (seconds)                    DEFLEC99
 MO1223  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 MO1223
 MO1223  HORZ ORDER  -  SECOND
 MO1223
 MO1223.The horizontal coordinates were established by classical geodetic methods
 MO1223.and adjusted by the National Geodetic Survey in January 1997..
 MO1223
 MO1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1223
 MO1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1223
 MO1223.The geoid height was determined by GEOID03.
 MO1223
 MO1223;                    North         East     Units Scale Factor Converg.
 MO1223;SPC WY E     -    60,882.070   191,483.797   MT  0.99993839   -0 03 59.5
 MO1223;UTM  13      - 4,544,145.893   477,479.962   MT  0.99960624   -0 10 33.5
 MO1223
 MO1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1223!SPC WY E     -   0.99961281  x   0.99993839  =   0.99955122
 MO1223!UTM  13      -   0.99961281  x   0.99960624  =   0.99921920
 MO1223
 MO1223                          SUPERSEDED SURVEY CONTROL
 MO1223
 MO1223  NAD 83(1993)-  41 02 53.62320(N)    105 16 04.68157(W) AD(       ) 2
 MO1223  NAD 83(1986)-  41 02 53.62252(N)    105 16 04.68106(W) AD(       ) 2
 MO1223  NAD 27      -  41 02 53.67900(N)    105 16 02.74400(W) AD(       ) 2
 MO1223  NGVD 29 (07/19/86) 2481.4    (m)         8141.     (f) VERT ANG       
 MO1223
 MO1223.Superseded values are not recommended for survey control.
 MO1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1223.See file dsdata.txt to determine how the superseded data were derived.
 MO1223
 MO1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7748044146(NAD 83)
 MO1223_MARKER: DD = SURVEY DISK
 MO1223_SETTING: 66 = SET IN ROCK OUTCROP
 MO1223_SP_SET: SET IN BEDROCK
 MO1223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1223+STABILITY: POSITION/ELEVATION WELL
 MO1223
 MO1223  HISTORY     - Date     Condition        Report By
 MO1223  HISTORY     - 1912     MONUMENTED       USGS
 MO1223
 MO1223                          STATION DESCRIPTION
 MO1223
 MO1223'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MO1223'THE STATION IS LOCATED ABOUT 20 MILES AIR LINE WEST OF CHEYENNE
 MO1223'ON THE MOST EASTERN ONE OF TWO TIMBERED PEAKS KNOWN LOCALLY
 MO1223'AS TWIN MOUNTAIN.
 MO1223'
 MO1223'TO REACH THE STATION FROM LARAMIE, GO EAST ON U.S. HIGHWAY
 MO1223'30, 11.3 MILES TO THE SUMMIT TAVERN ON LEFT.  CONTINUE 15.9
 MO1223'MILES TO AN UNDERPASS.  CONTINUE 0.65 MILE TO A ROAD RIGHT
 MO1223'AT SIGN, REMOUNT RANCH.  TURN RIGHT, GO 0.6 MILE TO A ROAD
 MO1223'RIGHT JUST AFTER CROSSING A BRIDGE.  TURN RIGHT, GO 1.25
 MO1223'MILE TO A ROAD RIGHT, AT A SIGN REMOUNT RANCH, CONTINUE
 MO1223'STRAIGHT AHEAD 2.5 MILES TO A CATTLE GUARD.  CONTINUE 0.8 MILE
 MO1223'TO A ROAD LEFT.  TURN LEFT, PASS THROUGH GATE, GO 1.1 MILE
 MO1223'TO AZIMUTH MARK ON LEFT JUST AFTER CROSSING A WASH.  CONTINUE
 MO1223'0.1 MILE TO A ROAD SHARP RIGHT.  TURN RIGHT, GO 0.05 MILE TO
 MO1223'A GATE.  PASS THROUGH GATE, GO 0.95 MILE TO A STOCK TRAIL.
 MO1223'TURN LEFT, FOLLOW TRAIL 0.6 MILE TO THE WEST BASE OF PEAK
 MO1223'AND END OF TRUCK TRAVEL.  FROM HERE WALK EAST TO HIGHEST
 MO1223'POINT OF PEAK AND STATION TWIN.  A 20 MINUTE PACK.
 MO1223'
 MO1223'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MO1223'SET FLUSH IN BEDROCK 1 FOOT HIGHER THAN STATION TWIN.
 MO1223'IT IS STAMPED, 8145.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1146 ***********************************************************************
 MO1146  DESIGNATION -  EASTWOOD
 MO1146  PID         -  MO1146
 MO1146  STATE/COUNTY-  WY/PLATTE
 MO1146  USGS QUAD   -  KLUTZ CANYON (1990)
 MO1146
 MO1146                         *CURRENT SURVEY CONTROL
 MO1146  ___________________________________________________________________
 MO1146* NAD 83(1993)-  41 46 38.19504(N)    104 42 34.52290(W)     ADJUSTED  
 MO1146* NAVD 88     -      1671.5    (meters)    5484.     (feet)  VERTCON   
 MO1146  ___________________________________________________________________
 MO1146  LAPLACE CORR-         -10.44  (seconds)                    DEFLEC99
 MO1146  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 MO1146
 MO1146  HORZ ORDER  -  SECOND
 MO1146
 MO1146.The horizontal coordinates were established by classical geodetic methods
 MO1146.and adjusted by the National Geodetic Survey in January 1997..
 MO1146
 MO1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1146
 MO1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1146
 MO1146.The geoid height was determined by GEOID03.
 MO1146
 MO1146;                    North         East     Units Scale Factor Converg.
 MO1146;SPC WY E     -   141,942.083   237,998.613   MT  0.99995526   +0 18 16.3
 MO1146;UTM  13      - 4,625,088.710   524,134.789   MT  0.99960717   +0 11 36.5
 MO1146
 MO1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1146!SPC WY E     -   0.99974036  x   0.99995526  =   0.99969563
 MO1146!UTM  13      -   0.99974036  x   0.99960717  =   0.99934763
 MO1146
 MO1146|---------------------------------------------------------------------|
 MO1146| PID    Reference Object                     Distance      Geod. Az  |
 MO1146|                                                           dddmmss.s |
 MO1146| CP9239 EASTWOOD RM 2                         7.600 METERS 08039     |
 MO1146| CP9237 EASTWOOD AZ MK                                     1885748.0 |
 MO1146| CP9238 EASTWOOD RM 1                         8.563 METERS 29102     |
 MO1146|---------------------------------------------------------------------|
 MO1146
 MO1146                          SUPERSEDED SURVEY CONTROL
 MO1146
 MO1146  NAD 83(1986)-  41 46 38.17816(N)    104 42 34.52177(W) AD(       ) 2
 MO1146  NAD 27      -  41 46 38.27980(N)    104 42 32.64430(W) AD(       ) 2
 MO1146  NGVD 29 (07/19/86) 1670.6    (m)         5481.     (f) VERT ANG       
 MO1146
 MO1146.Superseded values are not recommended for survey control.
 MO1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1146.See file dsdata.txt to determine how the superseded data were derived.
 MO1146
 MO1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2413525089(NAD 83)
 MO1146_MARKER: DB = BENCH MARK DISK
 MO1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1146
 MO1146  HISTORY     - Date     Condition        Report By
 MO1146  HISTORY     - 1963     MONUMENTED       USGS
 MO1146  HISTORY     - 1963     GOOD             CGS
 MO1146
 MO1146                          STATION DESCRIPTION
 MO1146
 MO1146'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (RLS)
 MO1146'THE STATION IS 6 MILES EAST AND 1-1/2 MILES NORTH OF CHUGWATER,
 MO1146'IN THE SOUTHWEST QUARTER OF SECTION 19, T 21 N, R 65 W., AND
 MO1146'ON PROPERTY OWNED BY MR. RALPH EASTWOOD.
 MO1146'
 MO1146'TO REACH THE STATION FROM THE POST OFFICE IN CHUGWATER, GO
 MO1146'SOUTH ON U.S. HIGHWAY 87 FOR 0.1 MILE TO A CROSSROAD.  TURN
 MO1146'LEFT AND GO EASTERLY ON STATE SECONDARY 1602 FOR 7.3 MILES
 MO1146'TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR
 MO1146'2.0 MILES TO A T-ROAD.  TURN LEFT AND GO WEST ON A GRAVEL
 MO1146'ROAD FOR 1.0 MILE TO A CROSSROAD, AND THE AZIMUTH MARK ON THE
 MO1146'RIGHT, NORTH OF THE GRAVEL ROAD.  TURN RIGHT AND GO NORTH ON
 MO1146'SECTION LINE ROAD FOR 0.6 MILE TO A FENCE CORNER ON THE RIGHT.
 MO1146'TURN RIGHT AND GO EAST ALONG THE NORTH SIDE OF THE FENCE
 MO1146'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 MO1146'
 MO1146'THE STATION MARK DISK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MO1146'STAMPED EASTWOOD 1947, IS SET IN A 8 INCH SQUARE CONCRETE
 MO1146'POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 15.5 FEET
 MO1146'SOUTH OF THE CENTER OF THE TRACK ROAD AND 5.5 FEET SOUTH OF
 MO1146'A FENCE.
 MO1146'
 MO1146'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MO1146'STAMPED EASTWOOD REFERENCE MARK NO 1 1947, IS SET IN A 8 INCH
 MO1146'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MO1146'IT IS 4.5 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 4
 MO1146'FEET NORTH OF THE FENCE.
 MO1146'
 MO1146'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MO1146'STAMPED EASTWOOD REFERENCE MARK NO 2 1947, IS SET IN A 8 INCH
 MO1146'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MO1146'IT IS 11 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1
 MO1146'FOOT SOUTH OF THE FENCE.
 MO1146'
 MO1146'AZIMUTH MARK, IS A STANDARD DISK STAMPED EASTWOOD USGS 1963,
 MO1146'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MO1146'IT IS 30 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 2 FEET
 MO1146'WEST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 MO1146'
 MO1146'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MO1146
 MO1146                          STATION RECOVERY (1963)
 MO1146
 MO1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MO1146'LOCATED 7 MI. E., NE. OF CHUGWATER, IN NW. CORNER OF S. 1/2 SEC. 19,
 MO1146'T 21 N, R 65 W, 900 FT. NE. OF WINDMILL, 12 FT. S. OF FENCE AND ON
 MO1146'HIGH POINT IN CULTIVATED AREA.
 MO1146'
 MO1146'TO REACH FROM CHUGWATER, FROM THE RAILROAD STATION IN CHUGWATER GO E.
 MO1146'1.7 MI. TO T-RD., TURN LEFT AND GO N. 0.3 MI., TURN RIGHT AND GO E.
 MO1146'4.0 MI. TO CROSSROADS, TURN LEFT AND GO N. 1.5 MI., TURN RIGHT ALONG
 MO1146'FENCE AND GO 0.1 MI. TO STATION.
 MO1146'
 MO1146'RECOVERED AND DESCRIBED.
 MO1146'
 MO1146'STATION MARK--STANDARD TABLET, STAMPED ---EASTWOOD 1947---, SET IN A
 MO1146'CONCRETE MONUMENT.
 MO1146'
 MO1146'REFERENCE MARK NO. 1--STANDARD TABLET, SET IN A CONCRETE MONUMENT,
 MO1146'28.1 FT. NW., S 68 DEG 56 MIN E.
 MO1146'
 MO1146'REFERENCE MARK NO. 2--STANDARD TABLET, SET IN A CONCRETE MONUMENT,
 MO1146'24.95 FT. NE., S 80 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0430 ***********************************************************************
 OV0430  DESIGNATION -  EASY
 OV0430  PID         -  OV0430
 OV0430  STATE/COUNTY-  WY/NATRONA
 OV0430  USGS QUAD   -  REYNOLDS RESERVOIR (1968)
 OV0430
 OV0430                         *CURRENT SURVEY CONTROL
 OV0430  ___________________________________________________________________
 OV0430* NAD 83(1993)-  43 09 00.69683(N)    106 44 49.49997(W)     ADJUSTED  
 OV0430* NAVD 88     -      1726.     (meters)    5663.     (feet)  SCALED    
 OV0430  ___________________________________________________________________
 OV0430  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 OV0430  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 OV0430
 OV0430  HORZ ORDER  -  THIRD
 OV0430
 OV0430.The horizontal coordinates were established by classical geodetic methods
 OV0430.and adjusted by the National Geodetic Survey in January 1997..
 OV0430
 OV0430.The orthometric height was scaled from a topographic map.
 OV0430
 OV0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0430
 OV0430.The geoid height was determined by GEOID03.
 OV0430
 OV0430;                    North         East     Units Scale Factor Converg.
 OV0430;SPC WYEC     -   394,505.213   447,683.869   MT  0.99996546   +0 24 03.4
 OV0430;UTM  13      - 4,778,975.221   357,943.997   MT  0.99984825   -1 11 42.2
 OV0430
 OV0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0430!SPC WYEC     -   0.99973146  x   0.99996546  =   0.99969693
 OV0430!UTM  13      -   0.99973146  x   0.99984825  =   0.99957975
 OV0430
 OV0430:                Primary Azimuth Mark                     Grid Az
 OV0430:SPC WYEC     -  SHEPHERD                                 068 56 17.3
 OV0430:UTM  13      -  SHEPHERD                                 070 32 02.9
 OV0430
 OV0430|---------------------------------------------------------------------|
 OV0430| PID    Reference Object                     Distance      Geod. Az  |
 OV0430|                                                           dddmmss.s |
 OV0430| OV0439 SHEPHERD                            APPROX. 7.6 KM 0692020.7 |
 OV0430|---------------------------------------------------------------------|
 OV0430
 OV0430                          SUPERSEDED SURVEY CONTROL
 OV0430
 OV0430  NAD 83(1986)-  43 09 00.67846(N)    106 44 49.47858(W) AD(       ) 3
 OV0430
 OV0430.Superseded values are not recommended for survey control.
 OV0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0430.See file dsdata.txt to determine how the superseded data were derived.
 OV0430
 OV0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH5794478975(NAD 83)
 OV0430_MARKER: DD = SURVEY DISK
 OV0430_SETTING: 0 = UNSPECIFIED SETTING
 OV0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0430
 OV0430  HISTORY     - Date     Condition        Report By
 OV0430  HISTORY     - 1905     MONUMENTED       USGS
 OV0430
 OV0430                          STATION DESCRIPTION
 OV0430
 OV0430'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 OV0430'ON THE RIM BETWEEN POWDER RIVER AND NORTH FORK OF CASPER CREEK, ABOUT
 OV0430'10 MI. FROM BOTH CLARKS AND JOHNSONS ROAD RANCHES, ON THE
 OV0430'CASPER-LANDER STAGE ROAD.  A WASH LEADS FROM BOTH OF THE RANCHES TO
 OV0430'THE RIM, WHICH IT FOLLOWS AROUND TO BALLARDS SHEARING PENS, ON THE
 OV0430'CASPER-KAYCEE WAGON ROAD.
 OV0430'
 OV0430'STATION MARK--STANDARD TRIANGULATION DISK, CEMENTED IN A CONCRETE
 OV0430'POST, STAMPED ---EASY 1947---.
 OV0430'
 OV0430'REFERENCE MARK--A CHISELED SQUARE ON A SANDSTONE LEDGE, WHICH IS ON
 OV0430'THE EDGE OF THE RIM, 3035 FT. DISTANT, N 77 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0398 ***********************************************************************
 NR0398  DESIGNATION -  ECCLES
 NR0398  PID         -  NR0398
 NR0398  STATE/COUNTY-  WY/NATRONA
 NR0398  USGS QUAD   -  GAYLORD RESERVOIR (1959)
 NR0398
 NR0398                         *CURRENT SURVEY CONTROL
 NR0398  ___________________________________________________________________
 NR0398* NAD 83(1993)-  42 59 19.42221(N)    107 00 43.76832(W)     ADJUSTED  
 NR0398* NAVD 88     -      1919.5    (meters)    6298.     (feet)  VERTCON   
 NR0398  ___________________________________________________________________
 NR0398  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 NR0398  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 NR0398
 NR0398  HORZ ORDER  -  THIRD
 NR0398
 NR0398.The horizontal coordinates were established by classical geodetic methods
 NR0398.and adjusted by the National Geodetic Survey in January 1997..
 NR0398
 NR0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0398
 NR0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0398
 NR0398.The geoid height was determined by GEOID03.
 NR0398
 NR0398;                    North         East     Units Scale Factor Converg.
 NR0398;SPC WYEC     -   376,451.720   426,192.118   MT  0.99994594   +0 13 08.4
 NR0398;UTM  13      - 4,761,527.568   335,959.929   MT  0.99993105   -1 22 20.3
 NR0398
 NR0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0398!SPC WYEC     -   0.99970115  x   0.99994594  =   0.99964711
 NR0398!UTM  13      -   0.99970115  x   0.99993105  =   0.99963222
 NR0398
 NR0398                          SUPERSEDED SURVEY CONTROL
 NR0398
 NR0398  NAD 83(1986)-  42 59 19.42084(N)    107 00 43.76211(W) AD(       ) 3
 NR0398  NAD 27      -  42 59 19.59142(N)    107 00 41.56998(W) AD(       ) 3
 NR0398  NGVD 29 (07/19/86) 1918.5    (m)         6294.     (f) VERT ANG       
 NR0398
 NR0398.Superseded values are not recommended for survey control.
 NR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0398.See file dsdata.txt to determine how the superseded data were derived.
 NR0398
 NR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH3596061528(NAD 83)
 NR0398
 NR0398  HISTORY     - Date     Condition        Report By
 NR0398  HISTORY     - 1947     MONUMENTED       USGS
 NR0398  HISTORY     - 1957     GOOD             USGS
 NR0398
 NR0398                          STATION DESCRIPTION
 NR0398
 NR0398'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NR0398'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NR0398'
 NR0398'LOCATED ABOUT 3.0 MI. SW. OF POWDER RIVER POST OFFICE ON TOP OF HIGH
 NR0398'SHARP RIDGE.
 NR0398'
 NR0398'TO REACH FROM POWDER RIVER POST OFFICE, GO S. ON DIRT RD. BETWEEN
 NR0398'ELKHORN CAFE AND CONOCO SERVICE STATION FOR 0.1 MI. TO CATTLEGUARD,
 NR0398'CONTINUE THROUGH AND GO W. AND S. FOR 3.8 MI. ON MAIN RD., THENCE
 NR0398'TURN LEFT (SE.), CROSS CREEKBED AND GO UP DRAW IN SE. DIRECTION 2.2
 NR0398'MI. TO TOP OF HIGHEST RIDGE AND STATION.  STATION IS 166 FT. W. OF A
 NR0398'LARGE ROCK CAIRN.
 NR0398'
 NR0398'STATION MARK--STANDARD TABLET STAMPED ---ECCLES 1947--- AND SET IN
 NR0398'TOP OF A CONCRETE MONUMENT 3 IN. ABOVE GROUND.
 NR0398'
 NR0398'REFERENCE MARKS--STANDARD REFERENCE TABLETS SET IN CONCRETE MONUMENTS
 NR0398'3 IN. ABOVE GROUND.
 NR0398'
 NR0398'REFERENCE MARK NO. 1--STAMPED ---ECCLES NO. 1 1947--- AND 36.79 FT.
 NR0398'SE. OF STATION MARK, N 45 DEG 24 MIN W.
 NR0398'
 NR0398'REFERENCE MARK NO. 2--STAMPED ---ECCLES NO. 2 1947--- AND 37.14 FT.
 NR0398'SW. OF STATION MARK, N 39 DEG 54 MIN E.
 NR0398'
 NR0398'A 6.2 FT. ROCK CAIRN IS 166 FT. E. OF STATION MARK,
 NR0398'N 81 DEG 45 MIN W.  BOTTOM OF CAIRN IS 0.3 FT. ABOVE STATION
 NR0398'MARK, TOP OF CAIRN IS 6.5 FT. ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0605 ***********************************************************************
 NQ0605  DESIGNATION -  ECGB 1
 NQ0605  PID         -  NQ0605
 NQ0605  STATE/COUNTY-  WY/PLATTE
 NQ0605  USGS QUAD   -  SPRING CREEK (1981)
 NQ0605
 NQ0605                         *CURRENT SURVEY CONTROL
 NQ0605  ___________________________________________________________________
 NQ0605* NAD 83(1993)-  42 23 33.94959(N)    105 11 27.88528(W)     ADJUSTED  
 NQ0605* NAVD 88     -      1680.     (meters)    5512.     (feet)  VERTCON   
 NQ0605  ___________________________________________________________________
 NQ0605  LAPLACE CORR-          -8.42  (seconds)                    DEFLEC99
 NQ0605  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 NQ0605
 NQ0605  HORZ ORDER  -  THIRD
 NQ0605
 NQ0605.The horizontal coordinates were established by classical geodetic methods
 NQ0605.and adjusted by the National Geodetic Survey in January 1997..
 NQ0605
 NQ0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0605
 NQ0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0605
 NQ0605.The geoid height was determined by GEOID03.
 NQ0605
 NQ0605;                    North         East     Units Scale Factor Converg.
 NQ0605;SPC WY E     -   210,202.339   197,990.010   MT  0.99993755   -0 00 59.3
 NQ0605;UTM  13      - 4,693,403.515   484,272.954   MT  0.99960304   -0 07 43.8
 NQ0605
 NQ0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0605!SPC WY E     -   0.99973870  x   0.99993755  =   0.99967627
 NQ0605!UTM  13      -   0.99973870  x   0.99960304  =   0.99934185
 NQ0605
 NQ0605:                Primary Azimuth Mark                     Grid Az
 NQ0605:SPC WY E     -  CORNER                                   324 10 24.1
 NQ0605:UTM  13      -  CORNER                                   324 17 08.6
 NQ0605
 NQ0605|---------------------------------------------------------------------|
 NQ0605| PID    Reference Object                     Distance      Geod. Az  |
 NQ0605|                                                           dddmmss.s |
 NQ0605| NQ0617 CORNER                              APPROX. 9.5 KM 3240924.8 |
 NQ0605|---------------------------------------------------------------------|
 NQ0605
 NQ0605                          SUPERSEDED SURVEY CONTROL
 NQ0605
 NQ0605  NAD 83(1986)-  42 23 33.92942(N)    105 11 27.87612(W) AD(       ) 3
 NQ0605  NAD 27      -  42 23 34.04002(N)    105 11 25.95738(W) AD(       ) 3
 NQ0605  NGVD 29 (07/19/86) 1679.     (m)         5509.     (f) VERT ANG       
 NQ0605
 NQ0605.Superseded values are not recommended for survey control.
 NQ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0605.See file dsdata.txt to determine how the superseded data were derived.
 NQ0605
 NQ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG8427393404(NAD 83)
 NQ0605_MARKER: DD = SURVEY DISK
 NQ0605_SETTING: 80 = SET IN A BOULDER
 NQ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0605+STABILITY: SURFACE MOTION
 NQ0605
 NQ0605  HISTORY     - Date     Condition        Report By
 NQ0605  HISTORY     - 1948     MONUMENTED       USGS
 NQ0605
 NQ0605                          STATION DESCRIPTION
 NQ0605
 NQ0605'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0605'LOCATED ABOUT 12 MI. W. AND 1-1/4 MI. S. OF CASSA POST OFFICE.
 NQ0605'
 NQ0605'TO REACH FROM GLENDO, GO S. ON U.S. HIGHWAY NO. 87, 1.1 MI. TO
 NQ0605'HORSESHOE CREEK RD., TURN RIGHT AND GO W. ON HORSESHOE CREEK RD. 10.5
 NQ0605'MI. TO A CROSSROAD, GO LEFT (S.) 2.9 MI. TO A RD. AND DRAIN CROSSING.
 NQ0605'WALK W. TO TOP AND STATION (8 FT. SW. OF LONE PINE).
 NQ0605'
 NQ0605'STATION MARK--A STANDARD TABLET STAMPED ---ECGB-1, 1948--- AND SET
 NQ0605'IN A BOULDER EXTENDING 4 IN. ABOVE GROUND.
 NQ0605'
 NQ0605'REFERENCE MARKS--(1) A TRIANGULAR BLAZE, IN PINE TREE, WITH NAIL IN
 NQ0605'CENTER AND IS 8 FT. FROM STATION, S 68 DEG 12 MIN W.
 NQ0605'(2) A CHISELED ARROW WITH CROSS IN CENTER AND
 NQ0605'IS 20.80 FT. SSE. OF STATION, N 30 DEG 50 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0620 ***********************************************************************
 NQ0620  DESIGNATION -  ECGBA 1
 NQ0620  PID         -  NQ0620
 NQ0620  STATE/COUNTY-  WY/PLATTE
 NQ0620  USGS QUAD   -  HARRIS PARK (1992)
 NQ0620
 NQ0620                         *CURRENT SURVEY CONTROL
 NQ0620  ___________________________________________________________________
 NQ0620* NAD 83(1993)-  42 21 57.58711(N)    105 16 29.52403(W)     ADJUSTED  
 NQ0620* NAVD 88     -      1840.     (meters)    6037.     (feet)  VERTCON   
 NQ0620  ___________________________________________________________________
 NQ0620  LAPLACE CORR-         -11.09  (seconds)                    DEFLEC99
 NQ0620  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 NQ0620
 NQ0620  HORZ ORDER  -  THIRD
 NQ0620
 NQ0620.The horizontal coordinates were established by classical geodetic methods
 NQ0620.and adjusted by the National Geodetic Survey in January 1997..
 NQ0620
 NQ0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0620
 NQ0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0620
 NQ0620.The geoid height was determined by GEOID03.
 NQ0620
 NQ0620;                    North         East     Units Scale Factor Converg.
 NQ0620;SPC WY E     -   207,234.572   191,087.565   MT  0.99993848   -0 04 22.5
 NQ0620;UTM  13      - 4,690,450.272   477,367.006   MT  0.99960630   -0 11 06.8
 NQ0620
 NQ0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0620!SPC WY E     -   0.99971355  x   0.99993848  =   0.99965205
 NQ0620!UTM  13      -   0.99971355  x   0.99960630  =   0.99931996
 NQ0620
 NQ0620:                Primary Azimuth Mark                     Grid Az
 NQ0620:SPC WY E     -  BOULDER                                  119 45 50.7
 NQ0620:UTM  13      -  BOULDER                                  119 52 35.0
 NQ0620
 NQ0620|---------------------------------------------------------------------|
 NQ0620| PID    Reference Object                     Distance      Geod. Az  |
 NQ0620|                                                           dddmmss.s |
 NQ0620| NQ0619 BOULDER                             APPROX. 1.3 KM 1194128.2 |
 NQ0620|---------------------------------------------------------------------|
 NQ0620
 NQ0620                          SUPERSEDED SURVEY CONTROL
 NQ0620
 NQ0620  NAD 83(1986)-  42 21 57.56738(N)    105 16 29.51500(W) AD(       ) 3
 NQ0620  NAD 27      -  42 21 57.68012(N)    105 16 27.59087(W) AD(       ) 3
 NQ0620  NGVD 29 (07/19/86) 1839.     (m)         6033.     (f) VERT ANG       
 NQ0620
 NQ0620.Superseded values are not recommended for survey control.
 NQ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0620.See file dsdata.txt to determine how the superseded data were derived.
 NQ0620
 NQ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG7736790450(NAD 83)
 NQ0620_MARKER: DD = SURVEY DISK
 NQ0620_SETTING: 0 = UNSPECIFIED SETTING
 NQ0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0620
 NQ0620  HISTORY     - Date     Condition        Report By
 NQ0620  HISTORY     - 1948     MONUMENTED       USGS
 NQ0620
 NQ0620                          STATION DESCRIPTION
 NQ0620
 NQ0620'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0620'LOCATED ABOUT 16-1/4 MI. W. AND 2 MI. S. OF CASSA POST OFFICE IN
 NQ0620'SEC. 29, T 28 N, R 70 W.
 NQ0620'
 NQ0620'TO REACH FROM GLENDO, GO S. ON U.S. HIGHWAY NO. 87, 1.1 MI. TO
 NQ0620'HORSESHOE CREEK RD., THEN GO RIGHT (W.) ON HORSESHOE CREEK RD. 14.65
 NQ0620'MI. TO Y-RD. E., THENCE GO SW. (RD. TO MACFARLAZE RANCH) 1.3 MI. TO
 NQ0620'Y-RD. W. AT RANCH, THENCE GO S. (LEFT) 5.15 MI. ON DIM RD. TO Y-RD.
 NQ0620'SSW.  WALK 115 FT. W. TO HIGH POINT ON RIDGE AND STATION.
 NQ0620'
 NQ0620'STATION MARK--A STANDARD TABLET STAMPED ---ECGBA-1-1948--- AND SET
 NQ0620'IN A STANDARD CONCRETE MONUMENT PROJECTING 4 IN. ABOVE GROUND.
 NQ0620'
 NQ0620'REFERENCE MARKS--(1) A CHISELED ARROW WITH CROSS IN CENTER AND IS
 NQ0620'39.26 FT. N. OF STATION, S 00 DEG 43 MIN E.
 NQ0620'(2) A CHISELED SQUARE (TBM) AND IS 298.81 FT. E. OF STATION,
 NQ0620'N 81 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0531 ***********************************************************************
 PW0531  DESIGNATION -  ED
 PW0531  PID         -  PW0531
 PW0531  STATE/COUNTY-  WY/BIG HORN
 PW0531  USGS QUAD   -  LAKE SOLITUDE (1993)
 PW0531
 PW0531                         *CURRENT SURVEY CONTROL
 PW0531  ___________________________________________________________________
 PW0531* NAD 83(1993)-  44 16 44.99603(N)    107 19 18.96499(W)     ADJUSTED  
 PW0531* NAVD 88     -      2865.8    (meters)    9402.     (feet)  VERTCON   
 PW0531  ___________________________________________________________________
 PW0531  LAPLACE CORR-          15.27  (seconds)                    DEFLEC99
 PW0531  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PW0531
 PW0531  HORZ ORDER  -  SECOND
 PW0531
 PW0531.The horizontal coordinates were established by classical geodetic methods
 PW0531.and adjusted by the National Geodetic Survey in January 1997..
 PW0531
 PW0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0531
 PW0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0531
 PW0531.The geoid height was determined by GEOID03.
 PW0531
 PW0531;                    North         East     Units Scale Factor Converg.
 PW0531;SPC WYEC     -   519,766.917   400,909.885   MT  0.99993751   +0 00 28.6
 PW0531;UTM  13      - 4,905,501.777   314,714.684   MT  1.00002223   -1 37 17.5
 PW0531
 PW0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0531!SPC WYEC     -   0.99955217  x   0.99993751  =   0.99948971
 PW0531!UTM  13      -   0.99955217  x   1.00002223  =   0.99957439
 PW0531
 PW0531|---------------------------------------------------------------------|
 PW0531| PID    Reference Object                     Distance      Geod. Az  |
 PW0531|                                                           dddmmss.s |
 PW0531| CS9048 ED RM 1                              11.247 METERS 17304     |
 PW0531| CS9047 ED AZ MK                                           2644413.1 |
 PW0531| CS9049 ED RM 2                               7.317 METERS 29115     |
 PW0531|---------------------------------------------------------------------|
 PW0531
 PW0531                          SUPERSEDED SURVEY CONTROL
 PW0531
 PW0531  NAD 83(1986)-  44 16 44.97754(N)    107 19 18.95474(W) AD(       ) 2
 PW0531  NAD 27      -  44 16 45.11620(N)    107 19 16.70390(W) AD(       ) 2
 PW0531  NGVD 29 (07/19/86) 2864.8    (m)         9399.     (f) VERT ANG       
 PW0531
 PW0531.Superseded values are not recommended for survey control.
 PW0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0531.See file dsdata.txt to determine how the superseded data were derived.
 PW0531
 PW0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1471505502(NAD 83)
 PW0531_MARKER: DS = TRIANGULATION STATION DISK
 PW0531_SETTING: 66 = SET IN ROCK OUTCROP
 PW0531_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 PW0531
 PW0531  HISTORY     - Date     Condition        Report By
 PW0531  HISTORY     - 1957     MONUMENTED       CGS
 PW0531  HISTORY     - 1958     GOOD             USGS
 PW0531
 PW0531                          STATION DESCRIPTION
 PW0531
 PW0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0531'STATION IS ABOUT 14 MILES EAST AND 2 MILES NORTH OF HYATTVILLE,
 PW0531'7 MILES NORTH AND 5 MILES WEST OF MEADOW LARK LODGE ON U.S.
 PW0531'HIGHWAY 16 AND 1/2 MILE WEST OF BUCK CREEK COW CAMP.  IT IS ON THE
 PW0531'NORTHEASTERLY AND HIGHEST POINT OF AN AREA OF LAND THAT IS
 PW0531'BOUNDED BY BUCK CREEK, MIDDLE PAINT ROCK CREEK AND SOUTH PAINT
 PW0531'ROCK CREEK.  THE POINT IS SHOWN ON GEOLOGICAL SURVEY MAPS AS
 PW0531'ED POINT AND IS APPROXIMATELY 9400 FT. IN ELEVATION.  BUCK
 PW0531'CREEK IS INDICATED ON THE OLDER MAPS AS BUCKSKIN ED CREEK.
 PW0531'
 PW0531'STATION IS REACHED FROM MEADOW LARK LODGE, ON U.S. HIGHWAY 16 AT
 PW0531'MEADOW LARK LAKE BY GOING WESTERLY ON U.S. HIGHWAY 16 (TOWARD
 PW0531'TENSLEEP) 3.15 MILES TO A CROSSROAD AND SIGN, TYRRELL RANGER
 PW0531'STATION 2, BOULDER PARK CAMP GROUND 1, ETC.  TURN RIGHT AND
 PW0531'CONTINUE 0.2 MILE TO A FORK IMMEDIATELY AFTER CROSSING THE BRIDGE
 PW0531'ACROSS WEST TENSLEEP CREEK.  TAKE THE RIGHT FORK TOWARD THE
 PW0531'RANGER STATION AND CONTINUE 1.2 MILES TO A SIDE ROAD LEFT
 PW0531'LEADING TO BUCK CREEK AND BALD RIDGE, TURN LEFT AND CONTINUE
 PW0531'WESTERLY 1.8 MILES TO THREE FORKS, KEEP THE LEFT FORK TOWARD
 PW0531'BUCK CREEK (MIDDLE FORK LEADS IN THE SAME DIRECTION AS
 PW0531'THE LEFT FORK BUT IS NOW UNDER CONSTRUCTION AND IMPASSABLE)
 PW0531'AND CONTINUE 1.75 MILES TO A CROSSROAD JUST BEFORE REACHING A
 PW0531'RANCH HOUSE, TURN RIGHT AND CONTINUE 1.2 MILES TO A GATE,
 PW0531'PASS THROUGH GATE, TURN RIGHT ALONG THE FENCE AND
 PW0531'CONTINUE 0.95 MILE TO THREE ROADS FORKS IMMEDIATELY AFTER
 PW0531'CROSSING SOUTH PAINT ROCK CREEK AND AT FOREST SERVICE HOUSES
 PW0531'ON THE RIGHT, KEEP THE MIDDLE FORK, MAIN ROAD AND CONTINUE 0.3
 PW0531'MILE TO A FORK, KEEP STRAIGHT AHEAD ON THE MAIN ROAD, RIGHT
 PW0531'FORK, 0.8 MILE TO THE POINT WHERE THE ROAD STARTS TO DESCEND
 PW0531'TOWARD SOLDIER CREEK.  CONTINUE DOWN THE ROAD 0.45 MILE TO A
 PW0531'FORK JUST BEFORE REACHING GATES, TAKE THE LEFT FORK AND
 PW0531'CONTINUE 0.05 MILE TO A WIRE GATE, PASS THROUGH THE GATE AND
 PW0531'CONTINUE 0.2 MILE TO A FORK, TAKE THE LEFT FORK, LEADING DOWN
 PW0531'AND ACROSS SOLDIER CREEK, CONTINUE 0.5 MILE TO A WIRE GATE,
 PW0531'PASS THROUGH THE GATE AND CONTINUE 4.55 MILES TO AN OPTIONAL
 PW0531'FORK OF ROADS CROSSING BUCK CREEK, KEEP THE RIGHT FORK AND
 PW0531'CONTINUE 0.05 MILE (STATION IS ABOUT 3/4 MILE AIRLINE AHEAD AT
 PW0531'THIS POINT) TO A FORK IMMEDIATELY AFTER CROSSING THE CREEK.  TAKE
 PW0531'THE LEFT FORK AND CONTINUE SOUTHWESTERLY DOWN THE CREEK VALLEY
 PW0531'FOR 1.45 MILES TO A DIM TRACK ROAD RIGHT, TURN RIGHT AND
 PW0531'CONTINUE ON DIM TRACKS UP THROUGH SADDLE AND TIMBER 0.6 MILE
 PW0531'TO A DRAW, CROSS THE DRAW, BEAR RIGHT AND CONTINUE ON THE DIM
 PW0531'ROAD 0.3 MILE TO A REVERSE FORK ON THE LEFT AT THE TOP OF
 PW0531'THE SPUR RIDGE.  CONTINUE STRAIGHT AHEAD 0.3 MILE TO A POINT
 PW0531'WHERE THE ROAD PASSES INTO TIMBER AND BECOMES TOO FAINT TO
 PW0531'FOLLOW.  CONTINUE NORTHERLY ALONG THE TOP OF THE RIDGE
 PW0531'FOLLOWING THE DIM TRAIL WHEN POSSIBLE FOR APPROXIMATELY
 PW0531'1.4 MILES TO THE STATION AT A CAIRN THAT IS 0.1 MILE
 PW0531'SOUTHWEST OF THE EXTREME NORTHEAST POINT OF THE RIDGE AND
 PW0531'ABOUT 10 FEET LOWER.  THE STATION IS A FOUR WHEEL DRIVE FROM THE
 PW0531'VICINITY OF SOLDIER CREEK.
 PW0531'
 PW0531'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 PW0531'2 FOOT BY 2 FOOT OUTCROP OF BEDROCK.  THE MARK IS FLUSH AND IS
 PW0531'STAMPED ED 1957.  IT IS 30 FEET SOUTH OF THE EXTREME NORTH
 PW0531'EDGE OF THE RIDGE.  NO WITNESS POST WAS SET.
 PW0531'
 PW0531'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PW0531'IN A 2 FOOT BY 18 INCH OUTCROP OF BEDROCK THAT IS FLUSH WITH THE
 PW0531'GROUND AND IS APPROXIMATELY 2 FEET LOWER THAN THE STATION.  THE
 PW0531'DISK IS STAMPED ED NO 1 1957 AND IS 66 FEET SOUTH OF THE NORTH
 PW0531'EDGE OF THE RIDGE.
 PW0531'
 PW0531'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 PW0531'4 FOOT BY 6 FOOT OUTCROP OF BEDROCK THAT IS FLUSH WITH GROUND
 PW0531'AND IS ON THE SAME LEVEL AS THE STATION.  THE DISK IS STAMPED
 PW0531'ED NO 2 1957 AND IS 23 FEET SOUTH OF THE NORTH EDGE OF THE
 PW0531'RIDGE.
 PW0531'
 PW0531'AZIMUTH MARK IS REACHED FROM THE STATION BY FOLLOWING THE RIDGE
 PW0531'WEST-SOUTHWEST 0.5 MILE, GOING DOWN INTO A SADDLE TO A LARGE
 PW0531'BOULDER AND MARK.  THE MARK IS A STANDARD DISK CEMENTED IN A
 PW0531'DRILL HOLE IN A 6 FOOT BY 12 FOOT BOULDER PROJECTING ABOUT
 PW0531'2 FEET AND IS STAMPED ED 1957.  IT IS 150 FEET SOUTH OF THE
 PW0531'EXTREME NORTH EDGE OF THE RIDGE.  A 4 IN X 4 IN WHITE WITNESS
 PW0531'POST WAS SET 4 FEET NORTHEAST OF THE MARK.
 PW0531
 PW0531                          STATION RECOVERY (1958)
 PW0531
 PW0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PW0531'STATION MARK--STANDARD USC AND GS DISK, CEMENTED IN A DRILL HOLE,
 PW0531'STAMPED ---ED 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0812 ***********************************************************************
 MR0812  DESIGNATION -  EDGE
 MR0812  PID         -  MR0812
 MR0812  STATE/COUNTY-  WY/UINTA
 MR0812  USGS QUAD   -  MYERS RESERVOIR (1965)
 MR0812
 MR0812                         *CURRENT SURVEY CONTROL
 MR0812  ___________________________________________________________________
 MR0812* NAD 83(1993)-  41 00 48.79770(N)    110 55 38.46937(W)     ADJUSTED  
 MR0812* NAVD 88     -      2376.6    (meters)    7797.     (feet)  VERTCON   
 MR0812  ___________________________________________________________________
 MR0812  LAPLACE CORR-           9.20  (seconds)                    DEFLEC99
 MR0812  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 MR0812
 MR0812  HORZ ORDER  -  SECOND
 MR0812
 MR0812.The horizontal coordinates were established by classical geodetic methods
 MR0812.and adjusted by the National Geodetic Survey in January 1997..
 MR0812
 MR0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0812
 MR0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0812
 MR0812.The geoid height was determined by GEOID03.
 MR0812
 MR0812;                    North         East     Units Scale Factor Converg.
 MR0812;SPC WY W     -   157,369.462   729,006.908   MT  0.99999951   -0 33 14.0
 MR0812;SPC UT N     - 1,075,696.676   548,167.906   MT  0.99996537   +0 22 39.3
 MR0812;UTM  12      - 4,540,264.329   506,108.506   MT  0.99960046   +0 02 51.6
 MR0812
 MR0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0812!SPC WY W     -   0.99962957  x   0.99999951  =   0.99962908
 MR0812!SPC UT N     -   0.99962957  x   0.99996537  =   0.99959495
 MR0812!UTM  12      -   0.99962957  x   0.99960046  =   0.99923017
 MR0812
 MR0812:                Primary Azimuth Mark                     Grid Az
 MR0812:SPC WY W     -  MOUNTAIN FUEL CO ASPEN MTN MST           035 39 18.8
 MR0812:SPC UT N     -  MOUNTAIN FUEL CO ASPEN MTN MST           034 43 25.5
 MR0812:UTM  12      -  MOUNTAIN FUEL CO ASPEN MTN MST           035 03 13.2
 MR0812
 MR0812|---------------------------------------------------------------------|
 MR0812| PID    Reference Object                     Distance      Geod. Az  |
 MR0812|                                                           dddmmss.s |
 MR0812| MR0810 MOUNTAIN FUEL CO ASPEN MTN MST      APPROX.22.0 KM 0350604.8 |
 MR0812| CP4895 EDGE RM 1                             7.622 METERS 04751     |
 MR0812| CP4896 EDGE RM 2                             6.858 METERS 14722     |
 MR0812| CP4894 EDGE AZ MK                                         3451356.9 |
 MR0812|---------------------------------------------------------------------|
 MR0812
 MR0812                          SUPERSEDED SURVEY CONTROL
 MR0812
 MR0812  NAD 83(1986)-  41 00 48.78357(N)    110 55 38.45874(W) AD(       ) 2
 MR0812  NAD 27      -  41 00 48.97230(N)    110 55 35.82630(W) AD(       ) 2
 MR0812  NGVD 29 (07/19/86) 2375.1    (m)         7792.     (f) VERT ANG       
 MR0812
 MR0812.Superseded values are not recommended for survey control.
 MR0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0812.See file dsdata.txt to determine how the superseded data were derived.
 MR0812
 MR0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0610940264(NAD 83)
 MR0812_MARKER: DS = TRIANGULATION STATION DISK
 MR0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0812
 MR0812  HISTORY     - Date     Condition        Report By
 MR0812  HISTORY     - 1962     MONUMENTED       CGS
 MR0812
 MR0812                          STATION DESCRIPTION
 MR0812
 MR0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0812'STATION IS ON THE WEST EDGE OF A LOW RIDGE THAT IS SLIGHTLY
 MR0812'HIGHER TO THE SOUTH AND EAST.  IT IS ABOUT 1/2 MILE NORTH OF
 MR0812'THE UTAH - WYOMING LINE, 6-1/2 MILES EAST OF THE SOUTHWEST
 MR0812'CORNER OF WYOMING AND 18-1/2 MILES SOUTH-SOUTHEAST OF EVANSTON.
 MR0812'
 MR0812'TO REACH THE STATION FROM FRONT STREET AND WHERE U.S. HIGHWAY
 MR0812'30S TURNS UNDER THE UNDERPASS IN EVANSTON, GO SOUTH ON FRONT
 MR0812'STREET, WHICH LATER BECOMES STATE HIGHWAY 150, FOR 0.8 MILE
 MR0812'TO THE WYOMING STATE HOSPITAL ON THE LEFT.  CONTINUE SOUTHERLY
 MR0812'ON THE HIGHWAY FOR 7.55 MILES TO THE BRIDGE OVER THE BEAR
 MR0812'RIVER.  CONTINUE SOUTHERLY AND WEST ON THE HIGHWAY FOR 10.95
 MR0812'MILES TO WHERE THE HIGHWAY TURNS LEFT, SOUTH, AND DIRT ROAD
 MR0812'CONTINUE WEST AND AN OLD SCHOOLHOUSE SETS IN THE SOUTHWEST
 MR0812'ANGLE OF THE ROAD.  CONTINUE WESTERLY ON DIRT ROAD FOR 1.15
 MR0812'MILES TO A CROSSROAD. CONTINUE AHEAD WEST FOR 1.25 MILES TO
 MR0812'A GATE ON THE LEFT, JUST AFTER CROSSING THE BEAR RIVER.  TURN
 MR0812'LEFT THROUGH A WIRE GATE AND TAKE THE RIGHT FORK FOR 1.9
 MR0812'MILES TO A FORK.  TAKE THE LEFT AND GO 0.15 MILE TO A
 MR0812'WIRE GATE AND THE AZIMUTH MARK ON THE LEFT.  PASS
 MR0812'THROUGH THE GATE AND GO 0.2 MILE TO A FORK.  TAKE THE LEFT
 MR0812'FORK AND GO 0.25 MILE TO A DIM CROSSROAD.  CONTINUE
 MR0812'AHEAD SOUTHERLY ON TRACK ROAD FOR 0.3 MILE TO THE TOP OF
 MR0812'THE RIDGE.  TURN RIGHT WESTERLY AND PICK YOUR WAY ACROSS THE
 MR0812'SAGEBRISH FOR 0.4 MILE TO THE STATION.
 MR0812'
 MR0812'STATION MARK IS A STANDARD DISK, STAMPED EDGE 1962, SET IN
 MR0812'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 MR0812'IT IS 5.7 FEET NORTH-NORTHEST OF A WITNESS POST AND ABOUT 30
 MR0812'FEET SOUTHWEST OF A LINE OF BUSHES.
 MR0812'
 MR0812'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EDGE NO 1 1962,
 MR0812'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0812'3 INCHES.  IT IS 26.8 FEET NORTHEAST OF THE WITNESS POST AND
 MR0812'ABOUT THE SAME ELEVATION AS THE STATION.
 MR0812'
 MR0812'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EDGE NO 2 1962,
 MR0812'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0812'2 INCHES.  IT IS 20.8 FEET SOUTH OF THE WITNESS POST AND
 MR0812'ABOUT THE SAME ELEVATION AS THE STATION.
 MR0812'
 MR0812'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EDGE 1962, SET
 MR0812'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0812'2 INCHES.  IT IS 2 FEET WEST OF A WITNESS POST, 2 FEET
 MR0812'EAST OF THE NORTH GATE POST AND 7.5 FEET NORTH OF THE CENTERLINE
 MR0812'OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0230 ***********************************************************************
 NS0230  DESIGNATION -  EDGE
 NS0230  PID         -  NS0230
 NS0230  STATE/COUNTY-  WY/FREMONT
 NS0230  USGS QUAD   -  DICKIE SPRINGS (1980)
 NS0230
 NS0230                         *CURRENT SURVEY CONTROL
 NS0230  ___________________________________________________________________
 NS0230* NAD 83(1993)-  42 22 18.66656(N)    108 46 14.55802(W)     ADJUSTED  
 NS0230* NAVD 88     -      2328.8    (meters)    7640.     (feet)  VERTCON   
 NS0230  ___________________________________________________________________
 NS0230  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 NS0230  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 NS0230
 NS0230  HORZ ORDER  -  THIRD
 NS0230
 NS0230.The horizontal coordinates were established by classical geodetic methods
 NS0230.and adjusted by the National Geodetic Survey in January 1997..
 NS0230
 NS0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0230
 NS0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0230
 NS0230.The geoid height was determined by GEOID03.
 NS0230
 NS0230;                    North         East     Units Scale Factor Converg.
 NS0230;SPC WYWC     -   207,879.489   598,294.247   MT  0.99993754   -0 00 50.2
 NS0230;UTM  12      - 4,693,471.007   683,549.992   MT  1.00001454   +1 30 10.2
 NS0230
 NS0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0230!SPC WYWC     -   0.99963680  x   0.99993754  =   0.99957436
 NS0230!UTM  12      -   0.99963680  x   1.00001454  =   0.99965133
 NS0230
 NS0230:                Primary Azimuth Mark                     Grid Az
 NS0230:SPC WYWC     -  GLO 23 RM 2                              333 57 06.1
 NS0230:UTM  12      -  GLO 23 RM 2                              332 26 05.7
 NS0230
 NS0230|---------------------------------------------------------------------|
 NS0230| PID    Reference Object                     Distance      Geod. Az  |
 NS0230|                                                           dddmmss.s |
 NS0230| NS0226 GLO 23 RM 2                         APPROX.12.2 KM 3335615.9 |
 NS0230|---------------------------------------------------------------------|
 NS0230
 NS0230                          SUPERSEDED SURVEY CONTROL
 NS0230
 NS0230  NAD 83(1986)-  42 22 18.65040(N)    108 46 14.55721(W) AD(       ) 3
 NS0230  NAD 27      -  42 22 18.80081(N)    108 46 12.15793(W) AD(       ) 3
 NS0230  NGVD 29 (07/19/86) 2327.6    (m)         7636.     (f) VERT ANG       
 NS0230
 NS0230.Superseded values are not recommended for survey control.
 NS0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0230.See file dsdata.txt to determine how the superseded data were derived.
 NS0230
 NS0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM8355093471(NAD 83)
 NS0230_MARKER: DD = SURVEY DISK
 NS0230_SETTING: 66 = SET IN ROCK OUTCROP
 NS0230_SP_SET: SET IN BEDROCK
 NS0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0230+STABILITY: POSITION/ELEVATION WELL
 NS0230
 NS0230  HISTORY     - Date     Condition        Report By
 NS0230  HISTORY     - 1951     MONUMENTED       USGS
 NS0230
 NS0230                          STATION DESCRIPTION
 NS0230
 NS0230'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0230'STATION EDGE LIES APPROXIMATELY 8.0 -AIR- MI. S. AND SLIGHTLY W. OF
 NS0230'ATLANTIC CITY.  THE STATION IS ON THE HIGHEST ROUND TOP HILL IN THAT
 NS0230'VICINITY.
 NS0230'
 NS0230'FROM THE JUNCTION OF HIGHWAY 28 AND HIGHWAY 287 DRIVE ON HIGHWAY 28
 NS0230'FOR 33.5 MI. AND TURN LEFT.  THE LEFT TURN IS MADE AFTER THE
 NS0230'SWEETWATER RIVER IS CROSSED.  AFTER 0.5 MI. TURN A SHARP RIGHT U-TURN
 NS0230'AND TURN LEFT AFTER 0.5 MI. PROCEED 2.2 MI. AND MAKE A LEFT TURN.
 NS0230'AFTER 0.3 MI. TURN RIGHT AND CONTINUE ALONG RD. FOR 2.0 MI. AND TURN
 NS0230'LEFT.
 NS0230'TURN  LEFT AGAIN AFTER 2.5 MI. PROCEED 0.1 MI. AND TURN LEFT. CONTINUE
 NS0230'ON RD. FOR 1.6 MI. AND TURN RIGHT.  FOLLOW RD. FOR 1.2 MI. UNTIL THE
 NS0230'RD. FADES OUT.  CONTINUE NE. ACROSS COUNTRY FOR 0.3 MI. TO HIGHEST
 NS0230'POINT OF HILL.
 NS0230'
 NS0230'STATION MARK - STANDARD BRONZE TABLET STAMPED, ---W.R.EDGE 1951 7636--
 NS0230'AND CEMENTED INTO SOLID OUTCROPPING BEDROCK.
 NS0230'
 NS0230'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0350 ***********************************************************************
 OW0350  DESIGNATION -  EDGE
 OW0350  PID         -  OW0350
 OW0350  STATE/COUNTY-  WY/FREMONT
 OW0350  USGS QUAD   -  SIMPSON LAKE (1991)
 OW0350
 OW0350                         *CURRENT SURVEY CONTROL
 OW0350  ___________________________________________________________________
 OW0350* NAD 83(1993)-  43 29 58.12716(N)    109 41 19.46222(W)     ADJUSTED  
 OW0350* NAVD 88     -      3017.8    (meters)    9901.     (feet)  VERTCON   
 OW0350  ___________________________________________________________________
 OW0350  LAPLACE CORR-          -9.00  (seconds)                    DEFLEC99
 OW0350  GEOID HEIGHT-          -7.82  (meters)                     GEOID03
 OW0350
 OW0350  HORZ ORDER  -  THIRD
 OW0350
 OW0350.The horizontal coordinates were established by classical geodetic methods
 OW0350.and adjusted by the National Geodetic Survey in January 1997..
 OW0350
 OW0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0350
 OW0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0350
 OW0350.The geoid height was determined by GEOID03.
 OW0350
 OW0350;                    North         East     Units Scale Factor Converg.
 OW0350;SPC WYWC     -   333,569.436   524,081.776   MT  1.00000837   -0 38 46.4
 OW0350;SPC WY W     -   433,216.957   831,911.731   MT  0.99995002   +0 16 17.8
 OW0350;UTM  12      - 4,817,118.684   606,009.384   MT  0.99973823   +0 54 09.7
 OW0350
 OW0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0350!SPC WYWC     -   0.99952822  x   1.00000837  =   0.99953659
 OW0350!SPC WY W     -   0.99952822  x   0.99995002  =   0.99947827
 OW0350!UTM  12      -   0.99952822  x   0.99973823  =   0.99926658
 OW0350
 OW0350:                Primary Azimuth Mark                     Grid Az
 OW0350:SPC WYWC     -  DUBOIS 2                                 026 45 29.6
 OW0350:SPC WY W     -  DUBOIS 2                                 025 50 25.4
 OW0350:UTM  12      -  DUBOIS 2                                 025 12 33.5
 OW0350
 OW0350|---------------------------------------------------------------------|
 OW0350| PID    Reference Object                     Distance      Geod. Az  |
 OW0350|                                                           dddmmss.s |
 OW0350| OW0370 DUBOIS 2                            APPROX. 6.3 KM 0260643.2 |
 OW0350|---------------------------------------------------------------------|
 OW0350
 OW0350                          SUPERSEDED SURVEY CONTROL
 OW0350
 OW0350  NAD 83(1986)-  43 29 58.11602(N)    109 41 19.45256(W) AD(       ) 3
 OW0350  NAD 27      -  43 29 58.28863(N)    109 41 16.88440(W) AD(       ) 3
 OW0350  NGVD 29 (07/19/86) 3016.4    (m)         9896.     (f) VERT ANG       
 OW0350
 OW0350.Superseded values are not recommended for survey control.
 OW0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0350.See file dsdata.txt to determine how the superseded data were derived.
 OW0350
 OW0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP0600917119(NAD 83)
 OW0350
 OW0350  HISTORY     - Date     Condition        Report By
 OW0350  HISTORY     - 1905     MONUMENTED       USGS
 OW0350  HISTORY     - 1968     GOOD             USGS
 OW0350
 OW0350                          STATION DESCRIPTION
 OW0350
 OW0350'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OW0350'STATION ESTABLISHED AND NAMED ---EDGE--- BY USGS IN 1905.
 OW0350'RECOVERED AND DESCRIBED AS FOLLOWS, STATION LOCATED
 OW0350'ABOUT 4 MI. SW. OF DUBOIS, WYOMING IN SEC.22, T.41N., R.107W.,
 OW0350'ON THE HIGHEST POINT OF A PROMINIENT BARE TOPPED MOUNTAIN.
 OW0350'
 OW0350'TO REACH FROM PHILLIPS 66 GAS STATION ON W. SIDE OF HORSE CREEK IN
 OW0350'DUBOIS,WYOMING GO S. ACROSS BRIDGE OVER WIND RIVER TO GATE, THEN
 OW0350'ALONG BASE OF HILL TO DRAIN THEN UP DRAIN TO FORK (0.9 MI.) TAKE RIGHT
 OW0350'0.4 MI. UP DRAIN TO FORK, TAKE RIGHT 0.4 MI. CROSSING DRAIN TO FORK,
 OW0350'TAKE LEFT UP RIDGE 1.6 MI. FOLLOWING OLD TRAIL TO SMALL BENCH NEAR
 OW0350'FENCE RUNNING N-S. (AND END OF TRUCK TRAVEL OTHER THAN JEEP), A GATE
 OW0350'WAS MADE NEXT TO LARGE TREE TO LEFT OF TRAIL,  FOLLOW OLD SKID RD.
 OW0350'0.5 MI. TO BARE RIDGE, GO LEFT UP RIDGE 0.4 MI. TO TOP AND STATION.
 OW0350'JEEP CAN BE DRIVEN TO STATION.
 OW0350'
 OW0350'STATION MARK - STANDARD TABLET IN BEDROCK STAMPED---VABM 9890 1905---.
 OW0350'
 OW0350'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0330 ***********************************************************************
 OW0330  DESIGNATION -  EGA
 OW0330  PID         -  OW0330
 OW0330  STATE/COUNTY-  WY/FREMONT
 OW0330  USGS QUAD   -  CROWHEART NW (1993)
 OW0330
 OW0330                         *CURRENT SURVEY CONTROL
 OW0330  ___________________________________________________________________
 OW0330* NAD 83(1993)-  43 26 09.02992(N)    109 07 46.43295(W)     ADJUSTED  
 OW0330* NAVD 88     -      2049.     (meters)    6722.     (feet)  SCALED    
 OW0330  ___________________________________________________________________
 OW0330  LAPLACE CORR-         -12.76  (seconds)                    DEFLEC99
 OW0330  GEOID HEIGHT-         -10.00  (meters)                     GEOID03
 OW0330
 OW0330  HORZ ORDER  -  THIRD
 OW0330
 OW0330.The horizontal coordinates were established by classical geodetic methods
 OW0330.and adjusted by the National Geodetic Survey in January 1997..
 OW0330
 OW0330.The orthometric height was scaled from a topographic map.
 OW0330
 OW0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0330
 OW0330.The geoid height was determined by GEOID03.
 OW0330
 OW0330;                    North         East     Units Scale Factor Converg.
 OW0330;SPC WYWC     -   326,141.425   569,271.489   MT  0.99994911   -0 15 39.5
 OW0330;UTM  12      - 4,810,915.243   651,375.618   MT  0.99988187   +1 17 10.5
 OW0330
 OW0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0330!SPC WYWC     -   0.99968033  x   0.99994911  =   0.99962946
 OW0330!UTM  12      -   0.99968033  x   0.99988187  =   0.99956224
 OW0330
 OW0330|---------------------------------------------------------------------|
 OW0330| PID    Reference Object                     Distance      Geod. Az  |
 OW0330|                                                           dddmmss.s |
 OW0330| CP4898 EGA RM 1                              7.746 METERS 07718     |
 OW0330| CP4897 EGA AZ MK                                          1961057.3 |
 OW0330| CP4899 EGA RM 2                              8.649 METERS 34312     |
 OW0330|---------------------------------------------------------------------|
 OW0330
 OW0330                          SUPERSEDED SURVEY CONTROL
 OW0330
 OW0330  NAD 83(1986)-  43 26 09.01982(N)    109 07 46.42558(W) AD(       ) 3
 OW0330  NAD 27      -  43 26 09.17900(N)    109 07 43.95100(W) AD(       ) 3
 OW0330
 OW0330.Superseded values are not recommended for survey control.
 OW0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0330.See file dsdata.txt to determine how the superseded data were derived.
 OW0330
 OW0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP5137610915(NAD 83)
 OW0330_MARKER: DS = TRIANGULATION STATION DISK
 OW0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0330
 OW0330  HISTORY     - Date     Condition        Report By
 OW0330  HISTORY     - 1936     MONUMENTED       CGS
 OW0330  HISTORY     - 1944     GOOD             LOCENG
 OW0330
 OW0330                          STATION DESCRIPTION
 OW0330
 OW0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0330'ABOUT 7.5 MILES NORTH AND 1.0 MILE EAST OF LENORE POST OFFICE ON
 OW0330'ONE OF MANY GRASSY PEBBLE HILLS ON MESA COUNTRY BETWEEN PASUP
 OW0330'(OR DRY) AND CROW CREEKS, 5 MILES EAST OF CROW CREEK, 2.5 MILES
 OW0330'WEST OF PASUP CREEK, 2 MILES NORTHWEST OF WELL-TRAVELED TRACK
 OW0330'ROAD FROM LENORE TO DRY CREEK, AND 1/2 MILE NORTHEAST OF TRACK
 OW0330'ROAD RUNNING NORTHWEST BETWEEN DRY AND CROW CREEKS.  RIDGE IS
 OW0330'SMOOTH AND GRASSY, AND ABOUT 100 YARDS LONG NORTHWEST AND
 OW0330'SOUTHEAST.  THERE IS HIGHER SMOOTH RIDGE 1/2 MILE NORTHEAST.
 OW0330'DRAW AT NORTHWEST END OF STATION RIDGE OPENS OUT INTO WIDE
 OW0330'FLAT DRAINAGE RUNNING TO SOUTHWEST.  THIS IS EVIDENTLY EGA
 OW0330'DRAW.  TO REACH FROM LENORE POST OFFICE, DRIVE SOUTHEAST ON
 OW0330'MAIN-TRAVELED ROAD TOWARD RIVERTON 0.5 MILE.  LEAVE GRADED
 OW0330'HIGHWAY, TURN HALF LEFT ONTO POOR ROAD WINDING EASTERLY UP
 OW0330'THROUGH ROCK CLIFFS AND GO 0.6 MILE.  COME OUT ON TOP OF MESA
 OW0330'AND CONTINUE ON POOR ROAD STRAIGHT AHEAD (NORTHERLY) 1.8
 OW0330'MILES--DROP DOWN OFF MESA AND, AFTER CROSSING DRY COULEE,
 OW0330'CONTINUE ON ONLY PLAIN ROAD NORTHEASTERLY 3.7 MILES
 OW0330'TO TOP OF DUGWAY AND SMALL SADDLE IN RIDGE.  CONTINUE
 OW0330'STRAIGHT AHEAD (NORTHEASTERLY) 1.4 MILES TO CROSS ROAD, LITTLE
 OW0330'TRAVELED.  LEAVE MAIN ROAD, TURN LEFT AND DRIVE
 OW0330'NORTHWESTERLY ON TRACK ROAD 0.45 MILE.  KEEP TO RIGHT FORK,
 OW0330'STRAIGHT AHEAD, ON MAIN-TRAVELED ROAD, NORTHWESTERLY UP THROUGH
 OW0330'LOW HILLS 1.35 MILES TO POINT WHERE ROAD COMES OUT INTO LARGE
 OW0330'DRAINAGE-FLAT DRAW RUNNING SOUTH-SOUTHWESTERLY, AT WEST FOOT OF
 OW0330'PEBBLE HILL.  STATION IS VISIBLE FROM HERE, ON BARE HILL 1/2
 OW0330'MILE TO NORTH.  LEAVE ROAD, TURN RIGHT AND DRIVE NORTH-NORTHEAST
 OW0330'ACROSS COUNTRY UP SOUTH SIDE OF DRAW, AND ON TO TOP OF RIDGE
 OW0330'0.5 MILE TO STATION.  SURFACE AND UNDERGROUND MARKS ARE
 OW0330'STANDARD DISKS IN CONCRETE.  REFERENCE AND
 OW0330'AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE,.  NO.
 OW0330'1 IS 7.746 METERS (25.41 FEET) EAST OF STATION
 OW0330'N 77 DEG 18 MIN E.  NO. 2 IS 8.649 METERS (28.38 FEET) NORTH
 OW0330'N 16 DEG 48 MIN W.  AZIMUTH MARK IS ON RIGHT SIDE OF
 OW0330'ROAD TO STATION, AT POINT WHERE ONE LEAVES ROAD TO DRIVE
 OW0330'ACROSS COUNTRY TO STATION, AND APPROXIMATELY 0.5 MILE SOUTH
 OW0330'FROM STATION S 16 DEG 11 MIN W.
 OW0330
 OW0330                          STATION RECOVERY (1944)
 OW0330
 OW0330'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (COS)
 OW0330'STATION RECOVERED BY THE CARTER OIL CO.
 OW0330'
 OW0330'DESCRIPTION IS SATISFACTORY.  CONDITION OF MARK IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1040 ***********************************************************************
 MO1040  DESIGNATION -  EGBERT
 MO1040  PID         -  MO1040
 MO1040  STATE/COUNTY-  WY/LARAMIE
 MO1040  USGS QUAD   -  BURNS (1991)
 MO1040
 MO1040                         *CURRENT SURVEY CONTROL
 MO1040  ___________________________________________________________________
 MO1040* NAD 83(1993)-  41 12 00.05697(N)    104 15 13.26882(W)     ADJUSTED  
 MO1040* NAVD 88     -      1648.     (meters)    5407.     (feet)  SCALED    
 MO1040  ___________________________________________________________________
 MO1040  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 MO1040  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 MO1040
 MO1040  HORZ ORDER  -  SECOND
 MO1040
 MO1040.The horizontal coordinates were established by classical geodetic methods
 MO1040.and adjusted by the National Geodetic Survey in January 1997..
 MO1040
 MO1040.The orthometric height was scaled from a topographic map.
 MO1040
 MO1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1040
 MO1040.The geoid height was determined by GEOID03.
 MO1040
 MO1040;                    North         East     Units Scale Factor Converg.
 MO1040;SPC WY E     -    78,134.497   276,576.785   MT  1.00000964   +0 36 05.0
 MO1040;UTM  13      - 4,561,229.558   562,576.279   MT  0.99964819   +0 29 29.8
 MO1040
 MO1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1040!SPC WY E     -   0.99974439  x   1.00000964  =   0.99975403
 MO1040!UTM  13      -   0.99974439  x   0.99964819  =   0.99939267
 MO1040
 MO1040|---------------------------------------------------------------------|
 MO1040| PID    Reference Object                     Distance      Geod. Az  |
 MO1040|                                                           dddmmss.s |
 MO1040| CP9251 EGBERT RM 1                          26.970 METERS 03703     |
 MO1040| CP9253 EGBERT RM 3                          28.009 METERS 06940     |
 MO1040| MO1026 PINE BLUFFS RURAL ELEC RADIO        APPROX.15.6 KM 1075542.6 |
 MO1040| CP9250 EGBERT AZ MK                                       1782324.8 |
 MO1040| CP9252 EGBERT RM 2                          23.050 METERS 18958     |
 MO1040| MO1039 BURNS MUNICIPAL TANK                APPROX. 8.7 KM 2643451.6 |
 MO1040|---------------------------------------------------------------------|
 MO1040
 MO1040                          SUPERSEDED SURVEY CONTROL
 MO1040
 MO1040  NAD 83(1986)-  41 12 00.04746(N)    104 15 13.26747(W) AD(       ) 2
 MO1040  NAD 27      -  41 12 00.11840(N)    104 15 11.42980(W) AD(       ) 2
 MO1040
 MO1040.Superseded values are not recommended for survey control.
 MO1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1040.See file dsdata.txt to determine how the superseded data were derived.
 MO1040
 MO1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6257661230(NAD 83)
 MO1040_MARKER: DS = TRIANGULATION STATION DISK
 MO1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1040
 MO1040  HISTORY     - Date     Condition        Report By
 MO1040  HISTORY     - 1960     MONUMENTED       CGS
 MO1040  HISTORY     - 1963     GOOD             CGS
 MO1040  HISTORY     - 1972     GOOD             LOCSUR
 MO1040
 MO1040                          STATION DESCRIPTION
 MO1040
 MO1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1040'THE STATION IS LOCATED 5 MILES EAST OF BURNS, 2.5 MILES NORTH
 MO1040'OF EGBERT AND 200 FEET SOUTH-SOUTHEAST OF THE M-LAZY-M RANCH
 MO1040'HOUSE ON THE WEST RIGHT-OF-WAY OF A COUNTY ROAD.
 MO1040'
 MO1040'TO REACH THE STATION FROM THE RAILROAD DEPOT IN EGBERT GO
 MO1040'NORTH ON AN OILED AND GRAVELED ROAD FOR 1.9 MILES TO THE
 MO1040'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  FROM THE AZIMUTH MARK
 MO1040'CONTINUE STRAIGHT AHEAD, NORTH AND GO 0.35 MILE TO THE STATION
 MO1040'ON THE LEFT AT THE SOUTHEAST CORNER OF A POLE CORRAL.
 MO1040'
 MO1040'THE STATION MARK IS 28 FEET SOUTHEAST OF A WIRE GATE, 25
 MO1040'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 13 FEET EAST OF
 MO1040'A NORTH-SOUTH FENCE LINE AND 13 FEET EAST OF A METAL WITNESS
 MO1040'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 MO1040'SQUARE CONCRETE MONUMENT, SET FLUSH AND IS STAMPED EGBERT
 MO1040'1960.
 MO1040'
 MO1040'REFERENCE MARK NO. 1 IS 36 FEET NORTH OF A SOUTHWEST FENCE
 MO1040'CORNER, 29 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND
 MO1040'1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS A STANDARD
 MO1040'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT,
 MO1040'SET FLUSH AND IS STAMPED EGBERT NO 1 1960.
 MO1040'
 MO1040'REFERENCE MARK NO. 2 IS 38 FEET WEST OF THE CENTER OF A
 MO1040'GRAVELED ROAD, 26 FEET SOUTH OF A TELEPHONE POLE AND SET IN
 MO1040'A NORTH-SOUTH FENCE LINE.  IT IS A STANDARD DISK SET IN THE
 MO1040'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, SET FLUSH AND IS
 MO1040'STAMPED EGBERT NO 2 1960.
 MO1040'
 MO1040'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTER OF A GRAVELED
 MO1040'ROAD, 2 FEET SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT WEST
 MO1040'OF A NORTH-SOUTH FENCE LINE.  IT IS A STANDARD DISK SET IN
 MO1040'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, SET FLUSH AND
 MO1040'IS STAMPED EGBERT 1960.
 MO1040'
 MO1040'HEIGHT OF LIGHT ABOVE STATION MARK 22.56 METERS.
 MO1040
 MO1040                          STATION RECOVERY (1963)
 MO1040
 MO1040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1040'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 2 AND THE
 MO1040'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 MO1040'AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.  THE
 MO1040'DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.  REFERENCE MARK
 MO1040'NO. 1 WAS DESTROYED BY ROAD GRADING EQUIPMENT.
 MO1040'
 MO1040'THE UNDERGROUND STATION MARK WAS LOWERED AND A NEW STATION
 MO1040'SURFACE DISK WAS SET.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 MO1040'
 MO1040'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MO1040'
 MO1040'THE STATION IS 5-1/2 MILES EAST OF BURNS, 2-1/4 MILES NORTH OF
 MO1040'EGBERT, ON THE WEST RIGHT-OF-WAY OF A GRAVEL ROAD AND ABOUT
 MO1040'200 FEET SOUTHEAST OF THE M-LAZY-M RANCH HOUSE.
 MO1040'
 MO1040'TO REACH THE STATION FROM THE RAILROAD CROSSING 0.05 MILE EAST
 MO1040'OF THE DEPOT IN EGBERT, GO NORTH ON A BLACKTOP AND GRAVEL
 MO1040'ROAD FOR 1.9 MILES TO A GATE ON THE LEFT AND THE AZIMUTH
 MO1040'MARK ON THE RIGHT.  CONTINUE NORTH ON THE GRAVEL ROAD FOR
 MO1040'0.3 MILE TO THE STATION ON THE LEFT, APPROXIMATELY 0.05 MILE
 MO1040'SOUTH OF A DRIVEWAY.
 MO1040'
 MO1040'STATION MARKS ARE STANDARD DISKS STAMPED EGBERT 1960 1963.
 MO1040'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 MO1040'THE SURFACE OF THE GROUND.  IT IS IN THE ROAD DITCH, 50.5
 MO1040'FEET NORTHEAST OF A TELEPHONE POLE, 23.5 FEET WEST OF THE
 MO1040'CENTER OF THE GRAVEL ROAD, 21.5 FEET SOUTHEAST OF THE SOUTH
 MO1040'GATE POST OF A POLE GATE AND 13 FEET EAST OF A METAL WITNESS
 MO1040'POST AND FENCE CORNER.  THE UNDERGROUND DISK IS SET IN AN
 MO1040'IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE SURFACE OF
 MO1040'THE GROUND.
 MO1040'
 MO1040'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EGBERT NO 2
 MO1040'1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO1040'OF THE GROUND.  IT IS 35.5 FEET WEST OF THE CENTER OF THE
 MO1040'GRAVEL ROAD, 25.5 FEET SOUTH OF THE TELEPHONE POLE AND 0.5
 MO1040'FOOT EAST OF THE FENCE.
 MO1040'
 MO1040'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED EGBERT NO 3
 MO1040'1960 1963, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MO1040'1 INCH.  IT IS 63.5 FEET EAST OF THE CENTER OF THE GRAVEL
 MO1040'ROAD, 31 FEET EAST OF A FENCE CORNER AND 1.3 FEET SOUTH OF A
 MO1040'FENCE.
 MO1040'
 MO1040'AZIMUTH MARK, A STANDARD DISK STAMPED EGBERT 1960, IS SET
 MO1040'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MO1040'IT IS 35.5 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND
 MO1040'2 FEET NORTHWEST OF A METAL WITNESS POST.
 MO1040'
 MO1040'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MO1040'
 MO1040'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MO1040
 MO1040                          STATION RECOVERY (1972)
 MO1040
 MO1040'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (RLH)
 MO1040'STATION RECOVERED BY R.L. HUDSON, LAND SURVEYOR.
 MO1040'
 MO1040'EGBERT 1960-THE AZIMUTH MARK WAS FOUND UNDISTURBED IN GOOD
 MO1040'CONDITION.  STATION MARK SEARCHED FOR BUT NOT FOUND.
 MO1040'
 MO1040'MARK WAS NOT FOUND, HOWEVER ONLY ABOUT 15 MINUTES WAS SPENT
 MO1040'SEARCHING.  WITNESS POST AND SIGN WERE FOUND (SIGN HAS BEEN
 MO1040'BENT).  PLEASE SEND DESCRIPTION AND I WILL MAKE A MORE THOROUGH
 MO1040'SEARCH FOR SUBSURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0382 ***********************************************************************
 OV0382  DESIGNATION -  EK
 OV0382  PID         -  OV0382
 OV0382  STATE/COUNTY-  WY/JOHNSON
 OV0382  USGS QUAD   -  FRAKER MOUNTAIN (1984)
 OV0382
 OV0382                         *CURRENT SURVEY CONTROL
 OV0382  ___________________________________________________________________
 OV0382* NAD 83(1993)-  43 47 01.11333(N)    106 53 14.93458(W)     ADJUSTED  
 OV0382* NAVD 88     -      2292.7    (meters)    7522.     (feet)  VERTCON   
 OV0382  ___________________________________________________________________
 OV0382  LAPLACE CORR-         -16.30  (seconds)                    DEFLEC99
 OV0382  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 OV0382
 OV0382  HORZ ORDER  -  THIRD
 OV0382
 OV0382.The horizontal coordinates were established by classical geodetic methods
 OV0382.and adjusted by the National Geodetic Survey in January 1997..
 OV0382
 OV0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0382
 OV0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0382
 OV0382.The geoid height was determined by GEOID03.
 OV0382
 OV0382;                    North         East     Units Scale Factor Converg.
 OV0382;SPC WYEC     -   464,807.939   435,887.517   MT  0.99995334   +0 18 30.6
 OV0382;UTM  13      - 4,849,574.248   348,122.788   MT  0.99988372   -1 18 22.6
 OV0382
 OV0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0382!SPC WYEC     -   0.99964238  x   0.99995334  =   0.99959574
 OV0382!UTM  13      -   0.99964238  x   0.99988372  =   0.99952615
 OV0382
 OV0382:                Primary Azimuth Mark                     Grid Az
 OV0382:SPC WYEC     -  WILLIE                                   320 19 05.6
 OV0382:UTM  13      -  WILLIE                                   321 55 58.8
 OV0382
 OV0382|---------------------------------------------------------------------|
 OV0382| PID    Reference Object                     Distance      Geod. Az  |
 OV0382|                                                           dddmmss.s |
 OV0382| OV0383 WILLIE                              APPROX. 8.0 KM 3203736.2 |
 OV0382|---------------------------------------------------------------------|
 OV0382
 OV0382                          SUPERSEDED SURVEY CONTROL
 OV0382
 OV0382  NAD 83(1986)-  43 47 01.09603(N)    106 53 14.91390(W) AD(       ) 3
 OV0382  NAD 27      -  43 47 01.21343(N)    106 53 12.69508(W) AD(       ) 3
 OV0382  NGVD 29 (07/19/86) 2291.8    (m)         7519.     (f) VERT ANG       
 OV0382
 OV0382.Superseded values are not recommended for survey control.
 OV0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0382.See file dsdata.txt to determine how the superseded data were derived.
 OV0382
 OV0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ4812349574(NAD 83)
 OV0382
 OV0382  HISTORY     - Date     Condition        Report By
 OV0382  HISTORY     - 1958     MONUMENTED       USGS
 OV0382  HISTORY     - 1963     GOOD             USGS
 OV0382
 OV0382                          STATION DESCRIPTION
 OV0382
 OV0382'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 OV0382'STATION IS LOCATED ABOUT 5.9 MI. SW. OF MAYOWORTH, AND 13.5 MI. NW.
 OV0382'AIR OF KAYCEE, NEAR THE NW. 1/4 SEC.13 T.44 N., R.84 W.,
 OV0382'
 OV0382'TO REACH STATION FROM MAYOWORTH JUNCTION, DRIVE W. 1.3 MI. ALONG A
 OV0382'GRAVELED RD. TO A Y-RD. JUNCTION, TURN LEFT S. AND CONTINUE 0.1 MI.
 OV0382'ALONG RD. TO J.LOYD RANCH TO T- JUNCTION OF N-S. RD. AND RD.W. TURN
 OV0382'RIGHT, W, AND CONTINUE 0.2 MI. ALONG TRACK RD. TO WOODEN GATE.
 OV0382'CONTINUE SW. 0.6 MI. TO Y.RD. JUNCTION, TURN LEFT SW. AND CONTINUE
 OV0382'ALONG TRACK RD. TO GORDON RANCH GATE, CONTINUE SW. ALONG TRACK RD. 0.1
 OV0382'MI. TO Y- RD. JUNCTION, TURN RIGHT W. AND CONTINUE 0.2 MI. ALONG TRACK
 OV0382'RD. TO Y-RD.JUNCTION, TURN LEFT S.,AND CONTINUE 0.9 MI. ALONG TRACK
 OV0382'RD. TO WINDMILL, CONTINUE SE. 0.1 MI.ALONG TRACK RD. TO DIM Y-RD.
 OV0382'JUNCTION OF N-W. S-E. RD. AND RD. W. TURN RIGHT W. AND CONTINUE 2.4
 OV0382'MI. ALONG TRACK RD. UP HILL TO OPEN AREA NEAR THE TOP OF MOUNTAIN,
 OV0382'TURN RIGHT N. AND CONTINUE ALONG DIM TRACK RD. TO S. TIP OF TALL SAGE
 OV0382'BRUSH NEAR THE TOP OF THE MOUNTAIN, LEAVE TRUCK AND WALK ABOUT 100 FT.
 OV0382'NW. TO AN OPEN TOP AND STATION SITE.
 OV0382'
 OV0382'RECOVERED.
 OV0382'
 OV0382'STATION MARK - STANDARD USGS TRIANGULATION TABLET STAMPED, ---EK---
 OV0382'SET IN A SOLID LIMESTONE RIMROCK WHICH IS FLUSH WITH THE GROUND.
 OV0382'
 OV0382'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0342 ***********************************************************************
 OV0342  DESIGNATION -  EKLUND
 OV0342  PID         -  OV0342
 OV0342  STATE/COUNTY-  WY/JOHNSON
 OV0342  USGS QUAD   -  ELAINE DRAW (1961)
 OV0342
 OV0342                         *CURRENT SURVEY CONTROL
 OV0342  ___________________________________________________________________
 OV0342* NAD 83(1993)-  43 56 21.68865(N)    106 28 09.09661(W)     ADJUSTED  
 OV0342* NAVD 88     -      1463.0    (meters)    4800.     (feet)  VERTCON   
 OV0342  ___________________________________________________________________
 OV0342  LAPLACE CORR-          -9.09  (seconds)                    DEFLEC99
 OV0342  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 OV0342  OBS GRAVITY -     980,064.4   (mgal)                       GRAV_OBS
 OV0342
 OV0342  HORZ ORDER  -  THIRD
 OV0342  VERT ORDER  -  THIRD ? (See Below)
 OV0342
 OV0342.The horizontal coordinates were established by classical geodetic methods
 OV0342.and adjusted by the National Geodetic Survey in January 1997..
 OV0342
 OV0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0342.The vertical order pertains to the NGVD 29 superseded value.
 OV0342
 OV0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0342
 OV0342.The geoid height was determined by GEOID03.
 OV0342.The observed gravity was obtained from relative gravimeter ties
 OV0342.to the IGSN71 gravity network.
 OV0342
 OV0342;                    North         East     Units Scale Factor Converg.
 OV0342;SPC WYEC     -   482,374.740   469,375.687   MT  0.99999668   +0 35 58.7
 OV0342;UTM  13      - 4,866,186.622   382,088.309   MT  0.99977100   -1 01 10.5
 OV0342
 OV0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0342!SPC WYEC     -   0.99977280  x   0.99999668  =   0.99976948
 OV0342!UTM  13      -   0.99977280  x   0.99977100  =   0.99954385
 OV0342
 OV0342:                Primary Azimuth Mark                     Grid Az
 OV0342:SPC WYEC     -  CRAIN                                    337 32 15.3
 OV0342:UTM  13      -  CRAIN                                    339 09 24.5
 OV0342
 OV0342|---------------------------------------------------------------------|
 OV0342| PID    Reference Object                     Distance      Geod. Az  |
 OV0342|                                                           dddmmss.s |
 OV0342| PW0459 CRAIN                               APPROX. 7.3 KM 3380814.0 |
 OV0342|---------------------------------------------------------------------|
 OV0342
 OV0342                          SUPERSEDED SURVEY CONTROL
 OV0342
 OV0342  NAD 83(1986)-  43 56 21.67091(N)    106 28 09.06704(W) AD(       ) 3
 OV0342  NAD 27      -  43 56 21.75313(N)    106 28 06.93190(W) AD(       ) 3
 OV0342  NGVD 29 (07/19/86) 1462.2    (m)         4797.     (f) LEVELING    3  
 OV0342
 OV0342.Superseded values are not recommended for survey control.
 OV0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0342.See file dsdata.txt to determine how the superseded data were derived.
 OV0342
 OV0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ8208866187(NAD 83)
 OV0342_MARKER: DD = SURVEY DISK
 OV0342_SETTING: 0 = UNSPECIFIED SETTING
 OV0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0342
 OV0342  HISTORY     - Date     Condition        Report By
 OV0342  HISTORY     - 1958     MONUMENTED       USGS
 OV0342
 OV0342                          STATION DESCRIPTION
 OV0342
 OV0342'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0342'STATION IS LOCATED ABOUT 0.4 MI. N. OF EKLUNDS RANCH ENTRANCE AND
 OV0342'ABOUT 17.8 MI. AIR NE. OF KAYCEE, WYOMING AND ABOUT 18.4 MI. AIR NW.
 OV0342'OF SUSSEX, WYOMING.
 OV0342'
 OV0342'TO REACH STATION FROM SUSSEX POST OFFICE, FOLLOW STATE SECONDARY
 OV0342'HIGHWAY 1002 N.AND W. FOR 5.0 MI. TO A T-RD. N., THENCE N, ALONG
 OV0342'MAIN TRAVELED GRADED RD. FOR 18.7 MI. TO TOP OF HILL AND STATION SITE.
 OV0342'STATION IS 137 FT. E. OF RD.
 OV0342'
 OV0342'STATION MARK - STANDARD TABLET STAMPED, --- EKLUND 1958 ---, SET IN A
 OV0342'CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND.
 OV0342'
 OV0342'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0470 ***********************************************************************
 NR0470  DESIGNATION -  EL
 NR0470  PID         -  NR0470
 NR0470  STATE/COUNTY-  WY/FREMONT
 NR0470  USGS QUAD   -  PUDDLE SPRINGS (1984)
 NR0470
 NR0470                         *CURRENT SURVEY CONTROL
 NR0470  ___________________________________________________________________
 NR0470* NAD 83(1993)-  42 52 11.90206(N)    107 37 38.39576(W)     ADJUSTED  
 NR0470* NAVD 88     -      1889.8    (meters)    6200.     (feet)  VERTCON   
 NR0470  ___________________________________________________________________
 NR0470  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 NR0470  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 NR0470
 NR0470  HORZ ORDER  -  THIRD
 NR0470
 NR0470.The horizontal coordinates were established by classical geodetic methods
 NR0470.and adjusted by the National Geodetic Survey in January 1997..
 NR0470
 NR0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0470
 NR0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0470
 NR0470.The geoid height was determined by GEOID03.
 NR0470
 NR0470;                    North         East     Units Scale Factor Converg.
 NR0470;SPC WYWC     -   263,821.227   691,730.932   MT  1.00004098   +0 45 49.8
 NR0470;UTM  13      - 4,749,724.448   285,393.766   MT  1.00016663   -1 47 17.3
 NR0470
 NR0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0470!SPC WYWC     -   0.99970576  x   1.00004098  =   0.99974673
 NR0470!UTM  13      -   0.99970576  x   1.00016663  =   0.99987234
 NR0470
 NR0470:                Primary Azimuth Mark                     Grid Az
 NR0470:SPC WYWC     -  CANYON                                   359 29 19.3
 NR0470:UTM  13      -  CANYON                                   002 02 26.4
 NR0470
 NR0470|---------------------------------------------------------------------|
 NR0470| PID    Reference Object                     Distance      Geod. Az  |
 NR0470|                                                           dddmmss.s |
 NR0470| NR0476 CANYON                              APPROX. 6.8 KM 0001509.1 |
 NR0470|---------------------------------------------------------------------|
 NR0470
 NR0470                          SUPERSEDED SURVEY CONTROL
 NR0470
 NR0470  NAD 83(1986)-  42 52 11.89242(N)    107 37 38.39795(W) AD(       ) 3
 NR0470  NAD 27      -  42 52 12.04825(N)    107 37 36.13998(W) AD(       ) 3
 NR0470  NGVD 29 (07/19/86) 1888.8    (m)         6197.     (f) VERT ANG       
 NR0470
 NR0470.Superseded values are not recommended for survey control.
 NR0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0470.See file dsdata.txt to determine how the superseded data were derived.
 NR0470
 NR0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH8539449724(NAD 83)
 NR0470_MARKER: DD = SURVEY DISK
 NR0470_SETTING: 0 = UNSPECIFIED SETTING
 NR0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0470
 NR0470  HISTORY     - Date     Condition        Report By
 NR0470  HISTORY     - 1950     MONUMENTED       USGS
 NR0470
 NR0470                          STATION DESCRIPTION
 NR0470
 NR0470'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0470'STATION IS LOCATED ABOUT 19.9 MI. S. AND 4.2 MI. E. OF MONETA,
 NR0470'WYOMING.
 NR0470'
 NR0470'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED EASTERLY ALONG U.S.
 NR0470'HIGHWAY 20 AND 26 FOR 0.4 MI., TURN RIGHT (S.) ON GRADED COUNTY RD.
 NR0470'AND PROCEED 1.2 MI. TO RD. FORKS, TURN RIGHT (W.) AND CONTINUE ON
 NR0470'MAIN GRADED RD. FOR 21.9 MI. TO RD. FORKS, TURN RIGHT AND CONTINUE
 NR0470'1.1 MI. TO INTERSECTION WITH PIPELINE RD., TURN LEFT AND CONTINUE
 NR0470'ON PIPELINE RD. FOR 3.9 MI.  STATION IS ON SMALL KNOLL ABOUT 1100
 NR0470'FT. TO THE LEFT (N.) OF RD.
 NR0470'
 NR0470'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING ABOUT
 NR0470'1.5 IN. ABOVE GROUND SURFACE, AND STAMPED ---WR EL 1950 VABM 6197---.
 NR0470'
 NR0470'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0640 ***********************************************************************
 NQ0640  DESIGNATION -  ELDER
 NQ0640  PID         -  NQ0640
 NQ0640  STATE/COUNTY-  WY/CONVERSE
 NQ0640  USGS QUAD   -  ROCK CREEK (1992)
 NQ0640
 NQ0640                         *CURRENT SURVEY CONTROL
 NQ0640  ___________________________________________________________________
 NQ0640* NAD 83(1993)-  42 27 23.68564(N)    105 57 49.68991(W)     ADJUSTED  
 NQ0640* NAVD 88     -      2613.9    (meters)    8576.     (feet)  VERTCON   
 NQ0640  ___________________________________________________________________
 NQ0640  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 NQ0640  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 NQ0640
 NQ0640  HORZ ORDER  -  SECOND
 NQ0640
 NQ0640.The horizontal coordinates were established by classical geodetic methods
 NQ0640.and adjusted by the National Geodetic Survey in January 1997..
 NQ0640
 NQ0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0640
 NQ0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0640
 NQ0640.The geoid height was determined by GEOID03.
 NQ0640
 NQ0640;                    North         East     Units Scale Factor Converg.
 NQ0640;SPC WY E     -   217,598.226   134,434.791   MT  0.99999037   -0 32 17.2
 NQ0640;SPC WYEC     -   318,199.209   512,645.848   MT  1.00009357   +0 55 28.5
 NQ0640;UTM  13      - 4,700,921.680   420,752.948   MT  0.99967727   -0 39 02.3
 NQ0640
 NQ0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0640!SPC WY E     -   0.99959199  x   0.99999037  =   0.99958236
 NQ0640!SPC WYEC     -   0.99959199  x   1.00009357  =   0.99968552
 NQ0640!UTM  13      -   0.99959199  x   0.99967727  =   0.99926939
 NQ0640
 NQ0640|---------------------------------------------------------------------|
 NQ0640| PID    Reference Object                     Distance      Geod. Az  |
 NQ0640|                                                           dddmmss.s |
 NQ0640| CP9258 ELDER RM 1                           10.880 METERS 06015     |
 NQ0640| CP9259 ELDER RM 2                           11.186 METERS 14516     |
 NQ0640| CP9257 ELDER AZ MK                                        2315808.4 |
 NQ0640|---------------------------------------------------------------------|
 NQ0640
 NQ0640                          SUPERSEDED SURVEY CONTROL
 NQ0640
 NQ0640  NAD 83(1986)-  42 27 23.67080(N)    105 57 49.67700(W) AD(       ) 2
 NQ0640  NAD 27      -  42 27 23.79400(N)    105 57 47.64000(W) AD(       ) 2
 NQ0640  NGVD 29 (07/19/86) 2612.8    (m)         8572.     (f) VERT ANG       
 NQ0640
 NQ0640.Superseded values are not recommended for survey control.
 NQ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0640.See file dsdata.txt to determine how the superseded data were derived.
 NQ0640
 NQ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2075300922(NAD 83)
 NQ0640_MARKER: DS = TRIANGULATION STATION DISK
 NQ0640_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0640
 NQ0640  HISTORY     - Date     Condition        Report By
 NQ0640  HISTORY     - 1948     MONUMENTED       CGS
 NQ0640
 NQ0640                          STATION DESCRIPTION
 NQ0640
 NQ0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0640'THE STATION IS LOCATED IN T. 29 N. R. 76 W., ON A LOW, ROCKY
 NQ0640'HILL COVERED WITH A FEW SCATTERED PINE TREES.  THERE ARE
 NQ0640'HIGHER HILLS TO THE EAST.  STATION IS BETWEEN BOXELDER CREEK
 NQ0640'AND JACK CREEK.  ABOUT 36 MILES AIR LINE SOUTHWEST OF DOUGLAS,
 NQ0640'ABOUT 26 MILES AIR LINE SOUTH OF GLENROCK.  AND ABOUT 30 FEET
 NQ0640'SOUTH OF THE HIGHEST POINT.  IT IS FLUSH WITH GROUND AND IS
 NQ0640'STAMPED, ELDER 1948.
 NQ0640'
 NQ0640'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NQ0640'THE STATION MARK.  IT IS FLUSH WITH THE GROUND AND IS STAMPED,
 NQ0640'ELDER NO 1 1948.
 NQ0640'
 NQ0640'REFERENCE MARK NO. 2 IS APPROXIMATELY 18 INCHES LOWER THAN
 NQ0640'THE STATION MARK.  IT IS FLUSH WITH GROUND AND IS STAMPED,
 NQ0640'ELDER NO 2 1948.
 NQ0640'
 NQ0640'THE AZIMUTH MARK IS 15 PACES NORTH OF ROAD, 15 PACES WEST OF
 NQ0640'BOTTOM OF SMALL DRAW, 8 FEET EAST OF ROCK CAIRN WITH WHITE
 NQ0640'WITNESS POST IN THE CENTER.  IT IS FLUSH WITH THE GROUND AND
 NQ0640'STAMPED, ELDER 1948.
 NQ0640'
 NQ0640'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DOUGLAS
 NQ0640'GO WEST ON U.S. HIGHWAY 20 FOR 4.0 MILES TO A GRAVELED ROAD
 NQ0640'LEFT.  TURN LEFT AND GO 3.0 MILES TO A REVERSE Y.  CONTINUE
 NQ0640'STRAIGHT AHEAD FOR 10.6 MILES TO A ROAD LEFT AT SIGN, LA PRELE
 NQ0640'RANGER STATION 23.  TURN LEFT AND GO 2.6 MILES TO A FORK AT
 NQ0640'SIGN, LA PRELE RANGER STATION 20 DOUGLAS 20.  TURN LEFT AND GO
 NQ0640'8.4 MILES TO A FORK AND SIGN, DOUGLAS 29 LA BONTE CANYON 12.
 NQ0640'TAKE RIGHT FORK AND FOLLOW MAIN ROAD FOR 7.65 MILES TO A FORK
 NQ0640'AT TWO MAIL BOXES AND SIGN, H-V RANCH.  TAKE RIGHT FORK AND GO
 NQ0640'3.6 MILES TO LA PRELE RANGER STATION ON LEFT.  CONTINUE
 NQ0640'STRAIGHT AHEAD FOR 4.8 MILES TO FORK JUST BEFORE REACHING
 NQ0640'A WOODEN BRIDGE AND SIGN, BOXELDER P.O. 20 MEDICINE BOW 52.  TAKE
 NQ0640'RIGHT FORK FOR 1.35 MILE TO TRACK ROAD LEFT AT SIGN BOXELDER
 NQ0640'P.O. 19 DEER CREEK 10.  TURN LEFT ON TRACK ROAD AND GO 0.75
 NQ0640'MILE TO FORK.  TAKE RIGHT FORK, WEST, FOR 0.7 MILE TO CROSS
 NQ0640'ROADS.  CONTINUE STRAIGHT AHEAD, WEST, FOR 0.1 MILE TO FORK,
 NQ0640'ABOUT 0.1 MILE BEFORE CROSSING A SMALL CREEK.  TAKE RIGHT
 NQ0640'FORK ACROSS CREEK AND GO 2.3 MILES TO A SMALL GRASSY WASH AND
 NQ0640'AZIMUTH ON RIGHT.  HERE LEAVE THE ROAD AND TURN RIGHT UP
 NQ0640'SMALL GRASSY WASH FOR 0.35 MILE TO A TRIANGLE BLAZE ON AN 18
 NQ0640'INCH TREE.  CONTINUE STRAIGHT AHEAD THROUGH SAGE BRUSH FOR
 NQ0640'0.25 MILE AND END OF TRUCK TRAVEL.  HERE PACK NORTH UP A SMALL
 NQ0640'GRASSY OPENING TO TOP OF HILL.  THENCE RIGHT OVER BARE
 NQ0640'ROCKS TO HIGHEST POINT AND STATION.  A 15 MINUTE PACK OR A
 NQ0640'4 WHEEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0432 ***********************************************************************
 OU0432  DESIGNATION -  ELEN
 OU0432  PID         -  OU0432
 OU0432  STATE/COUNTY-  WY/CAMPBELL
 OU0432  USGS QUAD   -  THREEMILE CREEK RESERVOIR (1984)
 OU0432
 OU0432                         *CURRENT SURVEY CONTROL
 OU0432  ___________________________________________________________________
 OU0432* NAD 83(1993)-  43 59 49.47205(N)    105 32 29.17064(W)     ADJUSTED  
 OU0432* NAVD 88     -      1528.9    (meters)    5016.     (feet)  VERTCON   
 OU0432  ___________________________________________________________________
 OU0432  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 OU0432  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OU0432
 OU0432  HORZ ORDER  -  THIRD
 OU0432
 OU0432.The horizontal coordinates were established by classical geodetic methods
 OU0432.and adjusted by the National Geodetic Survey in January 1997..
 OU0432
 OU0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0432
 OU0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0432
 OU0432.The geoid height was determined by GEOID03.
 OU0432
 OU0432;                    North         East     Units Scale Factor Converg.
 OU0432;SPC WY E     -   388,492.686   169,941.550   MT  0.99994861   -0 15 37.2
 OU0432;UTM  13      - 4,871,690.510   456,588.671   MT  0.99962318   -0 22 34.0
 OU0432
 OU0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0432!SPC WY E     -   0.99976262  x   0.99994861  =   0.99971124
 OU0432!UTM  13      -   0.99976262  x   0.99962318  =   0.99938589
 OU0432
 OU0432:                Primary Azimuth Mark                     Grid Az
 OU0432:SPC WY E     -  MAYSDORF                                 077 20 21.8
 OU0432:UTM  13      -  MAYSDORF                                 077 27 18.6
 OU0432
 OU0432|---------------------------------------------------------------------|
 OU0432| PID    Reference Object                     Distance      Geod. Az  |
 OU0432|                                                           dddmmss.s |
 OU0432| PV0554 MAYSDORF                            APPROX.11.0 KM 0770444.6 |
 OU0432|---------------------------------------------------------------------|
 OU0432
 OU0432                          SUPERSEDED SURVEY CONTROL
 OU0432
 OU0432  NAD 83(1986)-  43 59 49.45541(N)    105 32 29.14784(W) AD(       ) 3
 OU0432  NAD 27      -  43 59 49.54675(N)    105 32 27.14700(W) AD(       ) 3
 OU0432  NGVD 29 (07/19/86) 1528.1    (m)         5013.     (f) VERT ANG       
 OU0432
 OU0432.Superseded values are not recommended for survey control.
 OU0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0432.See file dsdata.txt to determine how the superseded data were derived.
 OU0432
 OU0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ5658971691(NAD 83)
 OU0432_MARKER: DD = SURVEY DISK
 OU0432_SETTING: 0 = UNSPECIFIED SETTING
 OU0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0432
 OU0432  HISTORY     - Date     Condition        Report By
 OU0432  HISTORY     - 1955     MONUMENTED       USGS
 OU0432
 OU0432                          STATION DESCRIPTION
 OU0432
 OU0432'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0432'STATION IS LOCATED IN SEC. 6, T 46 N, R 72 W, ABOUT 20.5 MI. (AIRLINE)
 OU0432'S. OF GILLETTE, CAMPBELL COUNTY, AND ABOUT 3.5 MI. W. OF WYOMING STATE
 OU0432'HIGHWAY 59, ON THE HIGHEST POINT OF A PROMINENT N-S. RIDGE.
 OU0432'
 OU0432'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 20 AND STATE
 OU0432'HIGHWAY 59, AT THE E. LIMITS OF GILLETTE, PROCEED S. ALONG STATE
 OU0432'HIGHWAY 59 20.9 MI. TO A DRIVE W., TO BUILDINGS JUST E. OF A SHARP
 OU0432'TOP WITH A PROMINENT ROCK CAIRN, TURN RIGHT (W.) 0.6 MI. TO RD. FORK,
 OU0432'E. OF BUILDINGS, TURN LEFT (SW.) 0.5 MI. TO RD. FORK, TURN RIGHT (W.)
 OU0432'0.5 MI. TO CATTLEGUARD, CONTINUE ALONG THE MAIN RD., GENERALLY W.,
 OU0432'2.6 MI. TO RANCH BUILDINGS, TURN RIGHT (N.) ON TRACK RD. 0.35 MI.
 OU0432'TO FORK, CONTINUE N. ALONG RIGHT FORK 2.7 MI. TO CROSSROADS, TURN
 OU0432'LEFT (W.) AND FOLLOW TRACK RD. ALONG OLD FENCE LINE 0.7 MI. TO TOP
 OU0432'OF RIDGE, TURN LEFT (SSE.) LEAVING RD. FOR 0.2 MI. AND THE STATION
 OU0432'ON THE HIGHEST POINT.
 OU0432'
 OU0432'STATION MARK--STANDARD TABLET, SET IN THE TOP OF A CONCRETE POST,
 OU0432'PROJECTING ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---ELEN 1955---.
 OU0432'
 OU0432'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0586 ***********************************************************************
 MP0586  DESIGNATION -  ELK
 MP0586  PID         -  MP0586
 MP0586  STATE/COUNTY-  WY/CARBON
 MP0586  USGS QUAD   -  RATTLESNAKE PASS (1982)
 MP0586
 MP0586                         *CURRENT SURVEY CONTROL
 MP0586  ___________________________________________________________________
 MP0586* NAD 83(1993)-  41 37 59.24572(N)    106 31 34.28227(W)     ADJUSTED  
 MP0586* NAVD 88     -      3400.     (meters)   11155.     (feet)  SCALED    
 MP0586  ___________________________________________________________________
 MP0586  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 MP0586  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 MP0586
 MP0586  HORZ ORDER  -  THIRD
 MP0586
 MP0586.The horizontal coordinates were established by classical geodetic methods
 MP0586.and adjusted by the National Geodetic Survey in January 1997..
 MP0586
 MP0586.The orthometric height was scaled from a topographic map.
 MP0586
 MP0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0586
 MP0586.The geoid height was determined by GEOID03.
 MP0586
 MP0586;                    North         East     Units Scale Factor Converg.
 MP0586;SPC WYEC     -   226,146.141   467,251.282   MT  0.99999314   +0 32 10.5
 MP0586;UTM  13      - 4,610,168.626   372,879.405   MT  0.99979886   -1 00 50.7
 MP0586
 MP0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0586!SPC WYEC     -   0.99946890  x   0.99999314  =   0.99946204
 MP0586!UTM  13      -   0.99946890  x   0.99979886  =   0.99926787
 MP0586
 MP0586:                Primary Azimuth Mark                     Grid Az
 MP0586:SPC WYEC     -  TWO                                      022 25 11.2
 MP0586:UTM  13      -  TWO                                      023 58 12.4
 MP0586
 MP0586|---------------------------------------------------------------------|
 MP0586| PID    Reference Object                     Distance      Geod. Az  |
 MP0586|                                                           dddmmss.s |
 MP0586| MP0519 TWO                                 APPROX.23.1 KM 0225721.7 |
 MP0586|---------------------------------------------------------------------|
 MP0586
 MP0586                          SUPERSEDED SURVEY CONTROL
 MP0586
 MP0586  NAD 83(1986)-  41 37 59.23582(N)    106 31 34.27559(W) AD(       ) 3
 MP0586  NAD 27      -  41 37 59.36634(N)    106 31 32.19749(W) AD(       ) 3
 MP0586
 MP0586.Superseded values are not recommended for survey control.
 MP0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0586.See file dsdata.txt to determine how the superseded data were derived.
 MP0586
 MP0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG7287910169(NAD 83)
 MP0586
 MP0586  HISTORY     - Date     Condition        Report By
 MP0586  HISTORY     - 1916     MONUMENTED       USGS
 MP0586  HISTORY     - 1916     GOOD             USGS
 MP0586  HISTORY     - 1953     MARK NOT FOUND   USGS
 MP0586
 MP0586                          STATION DESCRIPTION
 MP0586
 MP0586'DESCRIBED BY US GEOLOGICAL SURVEY 1916 (CLN)
 MP0586'ESTABLISHED, BUT CURRENT STATION MARK USED AS
 MP0586'REFERENCE MARK.  1903 INFORMATION SUPERSEDED BY FOLLOWING DESCRIPTION
 MP0586'
 MP0586'A HIGH DOME SHAPED MOUNTAIN, ABOUT 15 MI. S. OF HANNA AND ABOUT 10 MI.
 MP0586'W. OF ELK MOUNTAIN POST OFFICE.  THE MOUNTAIN IS PRECIPITOUS AND THERE
 MP0586'IS MUCH DOWN TIMBER ON IT, MAKING ASCENT DIFFICULT.
 MP0586'
 MP0586'THE MOST PRACTICABLE ROUTE IS FROM RATTLESNAKE PASS, ON THE NW. SIDE
 MP0586'AT ONE TIME THERE WAS A TRAIL ALONG THIS ROUTE, BUT AT PRESENT ONLY
 MP0586'TRACES ARE FOUND AT INTERVALS.  TIME REQUIRED TO ASCEND PEAK IS
 MP0586'ABOUT 6 HOURS.  NOTE-- ---ELK MTN. 1953--- ESTABLISHED IN THIS SAME
 MP0586'GENERAL AREA.
 MP0586'
 MP0586'STATION MARK--BRONZE TABLET, CEMENTED IN SOLID ROCK.
 MP0586'
 MP0586'REFERENCE MARK--A CAIRN ABOUT 5 FT. IN DIAMETER AND 6 FT. HIGH, THE
 MP0586'CENTER OF WHICH IS 12.70 FT. FROM STATION, N 40 DEG 12 MIN E.
 MP0586
 MP0586                          STATION RECOVERY (1953)
 MP0586
 MP0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (WC)
 MP0586'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1233 ***********************************************************************
 PY1233  DESIGNATION -  ELK
 PY1233  PID         -  PY1233
 PY1233  STATE/COUNTY-  WY/TETON
 PY1233  USGS QUAD   -  FRANK ISLAND (1986)
 PY1233
 PY1233                         *CURRENT SURVEY CONTROL
 PY1233  ___________________________________________________________________
 PY1233* NAD 83(1993)-  44 28 13.35296(N)    110 17 26.70857(W)     ADJUSTED  
 PY1233* NAVD 88     -      2359.1    (meters)    7740.     (feet)  VERTCON   
 PY1233  ___________________________________________________________________
 PY1233  LAPLACE CORR-           8.57  (seconds)                    DEFLEC99
 PY1233  GEOID HEIGHT-          -8.16  (meters)                     GEOID03
 PY1233
 PY1233  HORZ ORDER  -  THIRD
 PY1233
 PY1233.The horizontal coordinates were established by classical geodetic methods
 PY1233.and adjusted by the National Geodetic Survey in January 1997..
 PY1233
 PY1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1233
 PY1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1233
 PY1233.The geoid height was determined by GEOID03.
 PY1233
 PY1233;                    North         East     Units Scale Factor Converg.
 PY1233;SPC WY W     -   541,033.653   783,496.734   MT  0.99994085   -0 08 43.1
 PY1233;UTM  12      - 4,924,363.210   556,412.162   MT  0.99963913   +0 29 48.7
 PY1233
 PY1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1233!SPC WY W     -   0.99963152  x   0.99994085  =   0.99957239
 PY1233!UTM  12      -   0.99963152  x   0.99963913  =   0.99927078
 PY1233
 PY1233:                Primary Azimuth Mark                     Grid Az
 PY1233:SPC WY W     -  PARK                                     186 22 10.2
 PY1233:UTM  12      -  PARK                                     185 43 38.4
 PY1233
 PY1233|---------------------------------------------------------------------|
 PY1233| PID    Reference Object                     Distance      Geod. Az  |
 PY1233|                                                           dddmmss.s |
 PY1233| PY1234 PARK                                APPROX. 3.9 KM 1861327.1 |
 PY1233|---------------------------------------------------------------------|
 PY1233
 PY1233                          SUPERSEDED SURVEY CONTROL
 PY1233
 PY1233  NAD 83(1993)-  44 28 13.34997(N)    110 17 26.70530(W) AD(       ) 3
 PY1233  NAD 83(1986)-  44 28 13.34016(N)    110 17 26.69703(W) AD(       ) 3
 PY1233  NAD 27      -  44 28 13.54400(N)    110 17 23.98094(W) AD(       ) 3
 PY1233  NGVD 29 (07/19/86) 2357.8    (m)         7736.     (f) VERT ANG       
 PY1233
 PY1233.Superseded values are not recommended for survey control.
 PY1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1233.See file dsdata.txt to determine how the superseded data were derived.
 PY1233
 PY1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5641224363(NAD 83)
 PY1233_MARKER: DD = SURVEY DISK
 PY1233_SETTING: 66 = SET IN ROCK OUTCROP
 PY1233_SP_SET: SET IN ROCK OUTCROP
 PY1233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1233+STABILITY: POSITION/ELEVATION WELL
 PY1233
 PY1233  HISTORY     - Date     Condition        Report By
 PY1233  HISTORY     - 1955     MONUMENTED       USGS
 PY1233
 PY1233                          STATION DESCRIPTION
 PY1233
 PY1233'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1233'STATION IS LOCATED ON THE E. SHORE OF YELLOWSTONE LAKE, ABOUT 8 MI.
 PY1233'(AIRLINE) SE. OF LAKE RANGER STATION, ON ELK POINT IN YELLOWSTONE
 PY1233'NATIONAL PARK.
 PY1233'
 PY1233'TO REACH STATION FROM LAKE RANGER STATION, GO GENERALLY SE. ALONG
 PY1233'THE E. ENTRANCE RD. ABOUT 9.4 MI. TO WHERE THE THOROFARE RANGER
 PY1233'STATION TRAIL STARTS.  FROM THIS POINT PACK S. ALONG TRAIL ABOUT
 PY1233'1 HOUR TO THE INTERSECTION OF CLEAR CREEK FISH HATCHERY TRAIL, TURN
 PY1233'RIGHT ON TRAIL ABOUT 1/4 MI. TO HATCHERY AND LAKE SHORE, THENCE
 PY1233'FOLLOW THE LAKE SHORE GENERALLY SW. ABOUT 1/2 MI. TO ELK POINT
 PY1233'AND STATION ---ELK---.
 PY1233'
 PY1233'STATION MARK--STANDARD TABLET, STAMPED ---ELK 1955---, AND SET IN
 PY1233'LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0616 ***********************************************************************
 NQ0616  DESIGNATION -  ELK
 NQ0616  PID         -  NQ0616
 NQ0616  STATE/COUNTY-  WY/CONVERSE
 NQ0616  USGS QUAD   -  ESTERBROOK (1992)
 NQ0616
 NQ0616                         *CURRENT SURVEY CONTROL
 NQ0616  ___________________________________________________________________
 NQ0616* NAD 83(1993)-  42 28 05.05733(N)    105 21 33.13606(W)     ADJUSTED  
 NQ0616* NAVD 88     -      2000.6    (meters)    6564.     (feet)  VERTCON   
 NQ0616  ___________________________________________________________________
 NQ0616  LAPLACE CORR-          -7.08  (seconds)                    DEFLEC99
 NQ0616  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 NQ0616
 NQ0616  HORZ ORDER  -  SECOND
 NQ0616
 NQ0616.The horizontal coordinates were established by classical geodetic methods
 NQ0616.and adjusted by the National Geodetic Survey in January 1997..
 NQ0616
 NQ0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0616
 NQ0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0616
 NQ0616.The geoid height was determined by GEOID03.
 NQ0616
 NQ0616;                    North         East     Units Scale Factor Converg.
 NQ0616;SPC WY E     -   218,584.794   184,166.521   MT  0.99994058   -0 07 48.0
 NQ0616;UTM  13      - 4,701,810.291   470,470.530   MT  0.99961073   -0 14 33.1
 NQ0616
 NQ0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0616!SPC WY E     -   0.99968838  x   0.99994058  =   0.99962897
 NQ0616!UTM  13      -   0.99968838  x   0.99961073  =   0.99929923
 NQ0616
 NQ0616:                Primary Azimuth Mark                     Grid Az
 NQ0616:SPC WY E     -  ELK AZ MK                                004 13 09.1
 NQ0616:UTM  13      -  ELK AZ MK                                004 19 54.2
 NQ0616
 NQ0616|---------------------------------------------------------------------|
 NQ0616| PID    Reference Object                     Distance      Geod. Az  |
 NQ0616|                                                           dddmmss.s |
 NQ0616| CP9266 ELK AZ MK                                          0040521.1 |
 NQ0616| CP9267 ELK RM 1                             11.879 METERS 09609     |
 NQ0616| CP9268 ELK RM 2                              6.592 METERS 19550     |
 NQ0616| CP9269 ELK RM 3                              8.040 METERS 24309     |
 NQ0616|---------------------------------------------------------------------|
 NQ0616
 NQ0616                          SUPERSEDED SURVEY CONTROL
 NQ0616
 NQ0616  NAD 83(1986)-  42 28 05.03781(N)    105 21 33.12598(W) AD(       ) 2
 NQ0616  NAD 27      -  42 28 05.15000(N)    105 21 31.18400(W) AD(       ) 2
 NQ0616  NGVD 29 (07/19/86) 1999.7    (m)         6561.     (f) VERT ANG       
 NQ0616
 NQ0616.Superseded values are not recommended for survey control.
 NQ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0616.See file dsdata.txt to determine how the superseded data were derived.
 NQ0616
 NQ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7047101810(NAD 83)
 NQ0616_MARKER: DD = SURVEY DISK
 NQ0616_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0616
 NQ0616  HISTORY     - Date     Condition        Report By
 NQ0616  HISTORY     - 1948     MONUMENTED       USGS
 NQ0616
 NQ0616                          STATION DESCRIPTION
 NQ0616
 NQ0616'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0616'STATION LOCATED IN T 29 N, R 71 W, SECTION 16, ON HIGHEST
 NQ0616'POINT OF A TIMBERED MOUNTAIN LOCALLY KNOWN AS ELKHORN MOUNTAIN,
 NQ0616'AT THE HEADWATERS OF TRAIL AND ELKHORN CREEKS, ABOUT 20 MILES
 NQ0616'AIRLINE SOUTH OF DOUGLAS, 3-1/2 MILES AIRLINE NORTH OF ESTERBROOK,
 NQ0616'2 MILES EAST OF FOXTON RANCH, 1-1/2 MILE EAST OF THE ROAD
 NQ0616'FROM DOUGLAS TO ESTERBROOK.  STATION MARK IS A U.S. GEOLOGICAL
 NQ0616'SURVEY BENCH MARK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 NQ0616'PROJECTS 3 FEET, AND STAMPED, ELK 1941.
 NQ0616'
 NQ0616'REFERENCE MARK NO. 1 IS A U.S.G.S. REFERENCE MARK SET IN A
 NQ0616'DRILL HOLE IN OUTCROPPING BEDROCK, PROJECTS 4 FEET, ABOUT 2
 NQ0616'FEET LOWER THAN STATION, AND STAMPED, ELK NO 1 1941.
 NQ0616'
 NQ0616'REFERENCE MARK NO. 2 IS A U.S.G.S. REFERENCE MARK SET IN A
 NQ0616'DRILL HOLE IN OUTCROPPING BEDROCK, PROJECTS 18 INCHES,ABOUT
 NQ0616'2 FEET LOWER THAN STATION, AND STAMPED, ELK NO 2 1941.
 NQ0616'
 NQ0616'REFERENCE MARK NO. 3 IS ABOUT 6 INCHES LOWER THAN STATION,
 NQ0616'PROJECTS 2 FEET, AND STAMPED, ELK NO 3 1948.
 NQ0616'
 NQ0616'AZIMUTH MARK IS LOCATED APPROXIMATELY 100 YARDS EAST OF ROAD
 NQ0616'LEADING TO STATION, 100 YARDS WEST OF A ROCKY RIDGE, 50
 NQ0616'YARDS EAST OF A SMALL DRAW, 15 FEET NORTHWEST OF A BLAZED,
 NQ0616'LONE, 10 INCH PINE TREE, PROJECTS 24 INCHES, AND STAMPED,
 NQ0616'ELK 1948.
 NQ0616'
 NQ0616'TO REACH FROM DOUGLAS, GO SOUTH ON U.S. HIGHWAYS 20 AND 87
 NQ0616'FOR 0.65 MILE TO WHERE HIGHWAYS TURN EAST AND A GRADED ROAD
 NQ0616'ON RIGHT.  LEAVE HIGHWAYS, AND FOLLOW GRADED ROAD FOR 0.5
 NQ0616'MILE TO A ROAD RIGHT.  TURN RIGHT, CROSS RAILROAD TRACKS,
 NQ0616'AND GO 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO 1.0
 NQ0616'MILE TO FORKS.  KEEP RIGHT FORK AND GO 5.1 MILES TO FORKS.
 NQ0616'KEEP LEFT FORK, MAIN ROAD, FOR 3.2 MILES TO FORK.  KEEP LEFT
 NQ0616'FORK, MAIN ROAD, FOR 5.9 MILES TO FORKS.  KEEP LEFT FORK AND
 NQ0616'GO 2.15 MILES TO FORK AT SMALL SCHOOL HOUSE.  KEEP LEFT FORK
 NQ0616'AND GO 5.0 MILES TO GATE ON LEFT, JUST BEFORE REACHING WOODEN
 NQ0616'BRIDGE.  TURN LEFT THROUGH GATE AND FOLLOW DIM ROAD FOR 0.15
 NQ0616'MILE TO OLD SHED AND CORRALS.  CONTINUE STRAIGHT AHEAD UP
 NQ0616'DRAW AND HILL FOR 1.0 MILE TO FORKS AT TOP OF HILL.  TAKE
 NQ0616'RIGHT FORK AND FOLLOW DIM TRACK ROAD FOR 1.45 MILE TO
 NQ0616'FORKS.  TAKE RIGHT FORK AND GO 0.55 MILE TO AZIMUTH MARK
 NQ0616'ON LEFT AS DESCRIBED ABOVE.  CONTINUE ON TRACK ROAD FOR
 NQ0616'0.2 MILE TO A TRIANGLE BLAZE ON 12 INCH PINE TREE AT
 NQ0616'SPRING AND END OF TRUCK TRAVEL.  FROM HERE PACK EAST THROUGH
 NQ0616'TIMBER TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A 10
 NQ0616'MINUTE PACK.
 NQ0616'
 NQ0616'NOTE--IT IS POSSIBLE TO DRIVE TO THIS STATION IN A FOUR WHEEL
 NQ0616'DRIVE VEHICLE, BY FOLLOWING TRACK ROAD AROUND HILL TO EAST
 NQ0616'TO A SPRING ON LEFT.  THENCE TURN RIGHT, LEAVING BALD, AND
 NQ0616'PICK WAY UP HILL AND ALONG RIDGE TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0382 ***********************************************************************
 PX0382  DESIGNATION -  ELK BUTTE
 PX0382  PID         -  PX0382
 PX0382  STATE/COUNTY-  WY/PARK
 PX0382  USGS QUAD   -  ELK BUTTE (1985)
 PX0382
 PX0382                         *CURRENT SURVEY CONTROL
 PX0382  ___________________________________________________________________
 PX0382* NAD 83(1993)-  44 21 13.10448(N)    108 55 28.59667(W)     ADJUSTED  
 PX0382* NAVD 88     -      1891.2    (meters)    6205.     (feet)  VERTCON   
 PX0382  ___________________________________________________________________
 PX0382  LAPLACE CORR-         -15.46  (seconds)                    DEFLEC99
 PX0382  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 PX0382
 PX0382  HORZ ORDER  -  FIRST
 PX0382
 PX0382.The horizontal coordinates were established by classical geodetic methods
 PX0382.and adjusted by the National Geodetic Survey in January 1997..
 PX0382
 PX0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0382
 PX0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0382
 PX0382.The geoid height was determined by GEOID03.
 PX0382
 PX0382;                    North         East     Units Scale Factor Converg.
 PX0382;SPC WYWC     -   428,056.662   586,079.504   MT  0.99993988   -0 07 19.4
 PX0382;UTM  12      - 4,913,246.755   665,401.901   MT  0.99993646   +1 27 04.3
 PX0382
 PX0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0382!SPC WYWC     -   0.99970541  x   0.99993988  =   0.99964530
 PX0382!UTM  12      -   0.99970541  x   0.99993646  =   0.99964188
 PX0382
 PX0382|---------------------------------------------------------------------|
 PX0382| PID    Reference Object                     Distance      Geod. Az  |
 PX0382|                                                           dddmmss.s |
 PX0382| CQ6481 ELK BUTTE RM 1                        7.242 METERS 15609     |
 PX0382| CQ6482 ELK BUTTE RM 2                        9.519 METERS 24946     |
 PX0382| CQ6480 ELK BUTTE AZ MK                                    3554211.4 |
 PX0382|---------------------------------------------------------------------|
 PX0382
 PX0382                          SUPERSEDED SURVEY CONTROL
 PX0382
 PX0382  NAD 83(1986)-  44 21 13.09431(N)    108 55 28.58924(W) AD(       ) 1
 PX0382  NAD 27      -  44 21 13.25800(N)    108 55 26.10000(W) AD(       ) 1
 PX0382  NGVD 29 (07/19/86) 1890.1    (m)         6201.     (f) VERT ANG       
 PX0382
 PX0382.Superseded values are not recommended for survey control.
 PX0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0382.See file dsdata.txt to determine how the superseded data were derived.
 PX0382
 PX0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6540213247(NAD 83)
 PX0382_MARKER: Z = SEE DESCRIPTION
 PX0382_SETTING: 80 = SET IN A BOULDER
 PX0382_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PX0382
 PX0382  HISTORY     - Date     Condition        Report By
 PX0382  HISTORY     - 1950     MONUMENTED       CGS
 PX0382  HISTORY     - 1950     GOOD             USGS
 PX0382
 PX0382                          STATION DESCRIPTION
 PX0382
 PX0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0382'STATION IS ABOUT 14 MILES SOUTHEAST OF CODY, ON THE NORTH EDGE OF
 PX0382'A HIGH FLAT-TOPPED BUTTE THAT IS IN THE OREGON BASIN OIL FIELD.
 PX0382'IT IS LOCATED ABOUT THE CENTER OF THE BUTTE AND ABOUT 100 YARDS
 PX0382'NORTH OF A LONE OIL DERRICK.  STATION MARK IS A 1-INCH BRONZE PLUG
 PX0382'SET FLUSH IN A BOULDER AND STAMPED U.S.G.S.
 PX0382'
 PX0382'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN A CONCRETE CYLINDER
 PX0382'THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ELK BUTTE
 PX0382'NO 1 1950.
 PX0382'
 PX0382'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN A CONCRETE CYLINDER THAT
 PX0382'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ELK BUTTE NO 2
 PX0382'1950.
 PX0382'THE AZIMUTH MARK IS A BRONZE DISK SET IN A CONCRETE CYLINDER THAT
 PX0382'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ELK BUTTE USGS
 PX0382'1950.  IT IS 5 FEET WEST OF THE WEST EDGE OF A CATTLE GUARD AND 2
 PX0382'FEET SOUTH OF AN IRON POST.
 PX0382'
 PX0382'TO REACH FROM THE POST OFFICE IN CODY, GO EAST ON U.S. HIGHWAY 20,
 PX0382'14, AND STATE HIGHWAY 120 FOR 2.5 MILES TO JUNCTION OF HIGHWAYS
 PX0382'AFTER PASSING AIRPORT.  TURN RIGHT ON HIGHWAY 120 FOR 11.3 MILES TO
 PX0382'A SIDE ROAD LEFT AND SIGN OREGON BASIN UNIT.  TURN LEFT AND
 PX0382'FOLLOW THE MAIN ROAD FOR 2.6 MILES TO A SIDE ROAD RIGHT AND A
 PX0382'LARGE SIGN OVER CATTLE GUARD THE OHIO OIL COMPANY.  TURN RIGHT
 PX0382'AND FOLLOW ROAD SOUTHERLY FOR 0.15 MILE TO ANOTHER CATTLE GUARD
 PX0382'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON MAIN ROAD FOR
 PX0382'0.3 MILE TO A FORK.  KEEP THE RIGHT FORK FOR 0.25 MILE TO A FORK.
 PX0382'KEEP THE LEFT FORK FOR 0.5 MILE TO A FORK.  KEEP THE LEFT FORK
 PX0382'AND FOLLOW THE WINDING ROAD UP THE BUTTE FOR 0.95 MILE TO TOP OF
 PX0382'HILL AND STATION.
 PX0382
 PX0382                          STATION RECOVERY (1950)
 PX0382
 PX0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 PX0382'STATION IS ABOUT 14 MI. SOUTHEAST OF CODY, ON THE NORTH EDGE OF A HIGH
 PX0382'FLATTOPPED BUTTE THAT IS IN THE OREGON BASIN OIL FIELD.  IT IS LOCATED
 PX0382'ABOUT THE CENTER OF THE BUTTE AND ABOUT 100 YDS.N. OF A LONE OIL
 PX0382'DERRICK.  STATION MARK IS A 1-IN. BRONZE PLUG SET FLUSH IN BOULDER AND
 PX0382'STAMPED ---USGS---.
 PX0382'
 PX0382'REFERENCE MARK NO.1 - IS A BRONZE DISK SET IN A CONCRETE CYLINDER THAT
 PX0382'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ---ELK BUTTE NO.1
 PX0382'1950---.
 PX0382'
 PX0382'REFERENCE MARK NO.2 - IS A BRONZE DISK SET IN A CONCRETE CYLINDER THAT
 PX0382'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED ---ELK BUTTE NO.2
 PX0382'1950---.
 PX0382'
 PX0382'TO REACH FROM THE POST OFFICE IN CODY, GO E. ON U.S. HIGHWAY 20, 14
 PX0382'AND STATE HIGHWAY 120 FOR 2.5 MI. TO JUNCTION OF HIGHWAYS AFTER
 PX0382'PASSING AIRPORT, TURN RIGHT ON HIGHWAY 120 FOR 11.3 MI. TO A SIDE RD.
 PX0382'LEFT AND SIGN ---OREGON BASIN UNIT--- TURN LEFT AND FOLLOW THE MAIN
 PX0382'RD. FOR 2.6 MI. TO A SIDE RD. RIGHT, AND A LARGE SIGN OVER CATTLE
 PX0382'GUARD ---THE OHIO OIL COMPANY--- TURN RIGHT AND FOLLOW RD. SOUTHERLY
 PX0382'FOR 0.15 MI. TO ANOTHER CATTLE GUARD AND THE AZIMUTH MARK ON THE RIGHT
 PX0382'CONTINUE ON MAIN RD. FOR 0.3 MI. TO A FORK, KEEP THE RIGHT FORK FOR
 PX0382'0.25 MI. TO A FORK, KEEP THE LEFT FORK FOR 0.5 MI. TO A FORK, KEEP THE
 PX0382'LEFT FORK AND FOLLOW THE WINDING RD. UP THE BUTTE FOR 0.95 MI. TO TOP
 PX0382'OF HILL AND STATION.
 PX0382'
 PX0382'STATION RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0803 ***********************************************************************
 OX0803  DESIGNATION -  ELK MOUNTAIN
 OX0803  PID         -  OX0803
 OX0803  STATE/COUNTY-  WY/LINCOLN
 OX0803  USGS QUAD   -  PINE CREEK (1996)
 OX0803
 OX0803                         *CURRENT SURVEY CONTROL
 OX0803  ___________________________________________________________________
 OX0803* NAD 83(1993)-  43 10 01.36447(N)    110 49 30.91597(W)     ADJUSTED  
 OX0803* NAVD 88     -      2596.0    (meters)    8517.     (feet)  VERTCON   
 OX0803  ___________________________________________________________________
 OX0803  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 OX0803  GEOID HEIGHT-         -10.42  (meters)                     GEOID03
 OX0803
 OX0803  HORZ ORDER  -  FIRST
 OX0803
 OX0803.The horizontal coordinates were established by classical geodetic methods
 OX0803.and adjusted by the National Geodetic Survey in January 1997..
 OX0803
 OX0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0803
 OX0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0803
 OX0803.The geoid height was determined by GEOID03.
 OX0803
 OX0803;                    North         East     Units Scale Factor Converg.
 OX0803;SPC WY W     -   396,477.681   739,670.839   MT  0.99998226   -0 30 27.3
 OX0803;UTM  12      - 4,779,380.026   514,204.579   MT  0.99960248   +0 07 10.4
 OX0803
 OX0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0803!SPC WY W     -   0.99959469  x   0.99998226  =   0.99957696
 OX0803!UTM  12      -   0.99959469  x   0.99960248  =   0.99919733
 OX0803
 OX0803|---------------------------------------------------------------------|
 OX0803| PID    Reference Object                     Distance      Geod. Az  |
 OX0803|                                                           dddmmss.s |
 OX0803| CP4911 ELK MOUNTAIN RM 1                     8.080 METERS 01016     |
 OX0803| OX0807 RIVERS                              APPROX. 4.7 KM 2430354.2 |
 OX0803| CP4912 ELK MOUNTAIN RM 2                    12.287 METERS 29551     |
 OX0803| OX0802 ELK MTN LOOKOUT CABIN                20.762 METERS 33141     |
 OX0803|---------------------------------------------------------------------|
 OX0803
 OX0803                          SUPERSEDED SURVEY CONTROL
 OX0803
 OX0803  NAD 83(1993)-  43 10 01.36210(N)    110 49 30.91152(W) AD(       ) 1
 OX0803  NAD 83(1986)-  43 10 01.35118(N)    110 49 30.90506(W) AD(       ) 1
 OX0803  NAD 27      -  43 10 01.62000(N)    110 49 28.19100(W) AD(       ) 1
 OX0803  NGVD 29 (07/19/86) 2594.7    (m)         8513.     (f) VERT ANG       
 OX0803
 OX0803.Superseded values are not recommended for survey control.
 OX0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0803.See file dsdata.txt to determine how the superseded data were derived.
 OX0803
 OX0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN1420579380(NAD 83)
 OX0803_MARKER: DS = TRIANGULATION STATION DISK
 OX0803_SETTING: 0 = UNSPECIFIED SETTING
 OX0803
 OX0803  HISTORY     - Date     Condition        Report By
 OX0803  HISTORY     - 1946     MONUMENTED       CGS
 OX0803  HISTORY     - 1965     GOOD             USGS
 OX0803
 OX0803                          STATION DESCRIPTION
 OX0803
 OX0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0803'THE STATION IS LOCATED ABOUT 3 MILES AIRLINE NORTHEAST FROM
 OX0803'THE FORK OF GREYS RIVER AND LITTLE GREYS RIVER, ABOUT 2-1/2
 OX0803'MILES SOUTH OF THE SNAKE RIVER CANYON, NEAR THE SUMMIT OF A
 OX0803'LARGE GRASSY TOPPED MOUNTAIN KNOWN LOCALLY AS ELK MOUNTAIN
 OX0803'AND THE SITE OF THE U.S. FOREST SERVICE LOOKOUT CABIN OF THE
 OX0803'SAME NAME.  THE DISK IS BRAZED TO THE TOP OF A 3 INCH IRON
 OX0803'PIPE PROJECTING ABOUT 6 INCHES AND IS STAMPED ELK MTN 1946.
 OX0803'IT IS SET 61 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 OX0803'LOOKOUT CABIN AND 31-1/2 FEET NORTHWEST OF A LARGE FLAG POLE.
 OX0803'
 OX0803'REFERENCE MARK NO. 1 IS A DISK BRAZED TO THE TOP OF A 3 INCH
 OX0803'IRON PIPE PROJECTING ABOUT 6 INCHES AND IS STAMPED ELK MTN
 OX0803'NO 1 1946.  IT IS NORTH OF THE STATION AND 38-1/2 FEET SOUTH
 OX0803'BY WEST OF THE SOUTHEAST CORNER OF THE LOOKOUT CABIN.
 OX0803'
 OX0803'REFERENCE MARK NO. 2 IS A DISK BRAZED TO THE TOP OF A 3 INCH
 OX0803'IRON PIPE PROJECTING ABOUT 6 INCHES AND IS STAMPED ELK MTN
 OX0803'NO 2 1946.  IT IS WEST NORTHWEST OF THE STATION AND 43 FEET
 OX0803'SOUTHWEST OF THE SOUTHEAST CORNER OF THE LOOKOUT CABIN.
 OX0803'
 OX0803'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION
 OX0803'RIVERS.
 OX0803'
 OX0803'TO REACH THE STATION FROM THE POST OFFICE IN ALPINE, WYO.
 OX0803'GO SOUTH ON U.S. HIGHWAY NO. 89 FOR 1.6 MILES TO A SIDE ROAD
 OX0803'LEFT LEADING UP GREYS RIVER AT GREYS RIVER INN.  TURN LEFT
 OX0803'AND FOLLOW GRAVEL ROAD UP GREYS RIVER FOR 10.0 MILES TO THE
 OX0803'FORK OF THE GREYS AND LITTLE GREYS RIVERS.  HERE TAKE THE
 OX0803'LEFT FORK UP THE LITTLE GREYS RIVER AND GO 1.2 MILES TO TRAIL
 OX0803'CREEK AND MR. SID TITENSORS SUMMER TENT CAMP ON THE LEFT AND
 OX0803'THE END OF TRUCK TRAVEL.  HORSES CAN BE FURNISHED HERE.  FROM
 OX0803'THIS CAMP GO EAST ABOUT 100 YARDS THEN TURN LEFT ON AN OLD
 OX0803'BLAZED TRAIL UP A CREEK.  THIS TRAIL IS NOT TOO WELL BLAZED.
 OX0803'FOLLOW TRAIL UP CREEK ALMOST TO ITS HEAD AND ANOTHER CREEK
 OX0803'LEADING DOWN FROM THE NORTHEAST AND A HIGH RIDGE BETWEEN
 OX0803'THE CREEKS.  HERE THERE IS A FORK IN THE TRAIL AND TWO
 OX0803'TREES ARE MARKED WITH TRIANGLE BLAZES.  TAKE THE RIGHT
 OX0803'FORK UP THE RIDGE AND FOLLOW THE RIDGE TO A SADDLE,
 OX0803'HERE TURN RIGHT ALONG THE RIDGE BACK AND GO
 OX0803'SOUTHEASTERLY TO THE LOOKOUT CABIN AND THE STATION AS
 OX0803'DESCRIBED.  ABOUT A 2 HOUR HORSE PACK.
 OX0803
 OX0803                          STATION RECOVERY (1965)
 OX0803
 OX0803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0803'RECOVERED.
 OX0803'
 OX0803'STATION MARK--STANDARD USC AND GS DISK, BRAZED TO THE TOP OF A 3 IN.
 OX0803'IRON PIPE, STAMPED ---ELK MTN. 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0585 ***********************************************************************
 MP0585  DESIGNATION -  ELK MTN
 MP0585  PID         -  MP0585
 MP0585  STATE/COUNTY-  WY/CARBON
 MP0585  USGS QUAD   -  RATTLESNAKE PASS (1982)
 MP0585
 MP0585                         *CURRENT SURVEY CONTROL
 MP0585  ___________________________________________________________________
 MP0585* NAD 83(1993)-  41 37 59.67613(N)    106 31 34.16943(W)     ADJUSTED  
 MP0585* NAVD 88     -      3402.1    (meters)   11162.     (feet)  VERTCON   
 MP0585  ___________________________________________________________________
 MP0585  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 MP0585  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 MP0585
 MP0585  HORZ ORDER  -  THIRD
 MP0585
 MP0585.The horizontal coordinates were established by classical geodetic methods
 MP0585.and adjusted by the National Geodetic Survey in January 1997..
 MP0585
 MP0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0585
 MP0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0585
 MP0585.The geoid height was determined by GEOID03.
 MP0585
 MP0585;                    North         East     Units Scale Factor Converg.
 MP0585;SPC WYEC     -   226,159.444   467,253.770   MT  0.99999314   +0 32 10.6
 MP0585;UTM  13      - 4,610,181.854   372,882.251   MT  0.99979885   -1 00 50.6
 MP0585
 MP0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0585!SPC WYEC     -   0.99946863  x   0.99999314  =   0.99946178
 MP0585!UTM  13      -   0.99946863  x   0.99979885  =   0.99926759
 MP0585
 MP0585:                Primary Azimuth Mark                     Grid Az
 MP0585:SPC WYEC     -  COAD                                     212 36 19.8
 MP0585:UTM  13      -  COAD                                     214 09 21.0
 MP0585
 MP0585|---------------------------------------------------------------------|
 MP0585| PID    Reference Object                     Distance      Geod. Az  |
 MP0585|                                                           dddmmss.s |
 MP0585| MP0587 COAD                                APPROX. 8.8 KM 2130830.4 |
 MP0585|---------------------------------------------------------------------|
 MP0585
 MP0585                          SUPERSEDED SURVEY CONTROL
 MP0585
 MP0585  NAD 83(1986)-  41 37 59.66676(N)    106 31 34.16321(W) AD(       ) 3
 MP0585  NAD 27      -  41 37 59.79789(N)    106 31 32.07627(W) AD(       ) 3
 MP0585  NGVD 29 (07/19/86) 3400.7    (m)        11157.     (f) VERT ANG       
 MP0585
 MP0585.Superseded values are not recommended for survey control.
 MP0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0585.See file dsdata.txt to determine how the superseded data were derived.
 MP0585
 MP0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG7288210182(NAD 83)
 MP0585_MARKER: DD = SURVEY DISK
 MP0585_SETTING: 80 = SET IN A BOULDER
 MP0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0585+STABILITY: SURFACE MOTION
 MP0585
 MP0585  HISTORY     - Date     Condition        Report By
 MP0585  HISTORY     - 1953     MONUMENTED       USGS
 MP0585
 MP0585                          STATION DESCRIPTION
 MP0585
 MP0585'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0585'STATION IS LOCATED ABOUT 6 MI. (AIRLINE) W. OF ELK MOUNTAIN, ON THE
 MP0585'BALD TOP OF ELK MOUNTAIN, WHICH IS HEAVILY WOODED ON THE N. SLOPE
 MP0585'BUT MOSTLY CLEAR AND ROCKY ON THE S., STATION IS ABOUT 2 FT. LOWER
 MP0585'THAN HIGHEST POINT.
 MP0585'
 MP0585'TO REACH FROM ELK MOUNTAIN POST OFFICE, GO N. 4.0 MI. ON STATE
 MP0585'SECONDARY 134 TO T-RD. W., TURN LEFT (W.) OFF OF BLACK TOP RD., GO
 MP0585'4.1 MI. TO RD. FORK, CONTINUE ON RIGHT FORK W. 3.9 MI. TO RD. FORK,
 MP0585'TURN LEFT (S.) AND GO 2.5 MI. TO RD. FORK, CONTINUE ON LEFT FORK S.
 MP0585'2.7 MI. TO RD. FORK, TURN LEFT (E.) AND GO 1.8 MI. TO RD. FORK, TAKE
 MP0585'LEFT FORK S. 0.6 MI. TO END OF RD., TURN LEFT (SE.) OFF OF RD. AND
 MP0585'WORK WAY THRU TIMBER AND ROCKS 1.2 MI. TO TOP AND STATION.
 MP0585'
 MP0585'NO INDICATION OF RECOVERY WAS MADE IN 1953 REGARDING 1903 STATION
 MP0585'---ELK---, WHICH IS IN THE GENERAL AREA.
 MP0585'
 MP0585'STATION MARK--STANDARD TABLET, STAMPED ---ELK MTN. 1953---, SET IN
 MP0585'A GRANITE BOULDER.
 MP0585'
 MP0585'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0802 ***********************************************************************
 OX0802  DESIGNATION -  ELK MTN LOOKOUT CABIN
 OX0802  PID         -  OX0802
 OX0802  STATE/COUNTY-  WY/LINCOLN
 OX0802  USGS QUAD   -  PINE CREEK (1996)
 OX0802
 OX0802                         *CURRENT SURVEY CONTROL
 OX0802  ___________________________________________________________________
 OX0802* NAD 83(1993)-  43 10 01.95677(N)    110 49 31.35189(W)     ADJUSTED  
 OX0802* NAVD 88     -      2596.     (meters)    8517.     (feet)  SCALED    
 OX0802  ___________________________________________________________________
 OX0802  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 OX0802  GEOID HEIGHT-         -10.42  (meters)                     GEOID03
 OX0802
 OX0802  HORZ ORDER  -  THIRD
 OX0802
 OX0802.The horizontal coordinates were established by classical geodetic methods
 OX0802.and adjusted by the National Geodetic Survey in January 1997..
 OX0802
 OX0802.The orthometric height was scaled from a topographic map.
 OX0802
 OX0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0802
 OX0802.The geoid height was determined by GEOID03.
 OX0802
 OX0802;                    North         East     Units Scale Factor Converg.
 OX0802;SPC WY W     -   396,496.045   739,661.154   MT  0.99998227   -0 30 27.6
 OX0802;UTM  12      - 4,779,398.277   514,194.698   MT  0.99960248   +0 07 10.1
 OX0802
 OX0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0802!SPC WY W     -   0.99959465  x   0.99998227  =   0.99957692
 OX0802!UTM  12      -   0.99959465  x   0.99960248  =   0.99919729
 OX0802
 OX0802                          SUPERSEDED SURVEY CONTROL
 OX0802
 OX0802  NAD 83(1993)-  43 10 01.95440(N)    110 49 31.34744(W) AD(       ) 4
 OX0802  NAD 83(1986)-  43 10 01.94348(N)    110 49 31.34098(W) AD(       ) 4
 OX0802  NAD 27      -  43 10 02.21200(N)    110 49 28.62700(W) AD(       ) 3
 OX0802
 OX0802.Superseded values are not recommended for survey control.
 OX0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0802.See file dsdata.txt to determine how the superseded data were derived.
 OX0802
 OX0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN1419579398(NAD 83)
 OX0802_MARKER: 73 = LOOKOUT HOUSE
 OX0802
 OX0802  HISTORY     - Date     Condition        Report By
 OX0802  HISTORY     - 1946     FIRST OBSERVED   USFS
 OX0802
 OX0802                          STATION DESCRIPTION
 OX0802
 OX0802'DESCRIBED BY US FOREST SERVICE 1946 (CL)
 OX0802'THE STATION IS THE CENTER OF THE U.S. FOREST SERVICE ELK MTN.
 OX0802'LOOKOUT CABIN, A SQUARE WOODEN CABIN APPROXIMATELY 15 FEET HIGH.
 OX0802'
 OX0802'IT IS LOCATED ON THE SUMMIT OF A LARGE GRASSY TOPPED MOUNTAIN
 OX0802'KNOWN LOCALLY AS ELK MTN., ABOUT 2-1/4 MILES SOUTH OF THE
 OX0802'SNAKE RIVER CANYON.
 OX0802'
 OX0802'DISTANCE FROM TRIANGULATION STATION ELK MTN = 20.762 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0368 ***********************************************************************
 OW0368  DESIGNATION -  ELKHORN
 OW0368  PID         -  OW0368
 OW0368  STATE/COUNTY-  WY/FREMONT
 OW0368  USGS QUAD   -  INDIAN POINT (1991)
 OW0368
 OW0368                         *CURRENT SURVEY CONTROL
 OW0368  ___________________________________________________________________
 OW0368* NAD 83(1993)-  43 43 10.33003(N)    109 36 20.68527(W)     ADJUSTED  
 OW0368* NAVD 88     -      2968.4    (meters)    9739.     (feet)  VERTCON   
 OW0368  ___________________________________________________________________
 OW0368  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 OW0368  GEOID HEIGHT-          -7.75  (meters)                     GEOID03
 OW0368
 OW0368  HORZ ORDER  -  THIRD
 OW0368
 OW0368.The horizontal coordinates were established by classical geodetic methods
 OW0368.and adjusted by the National Geodetic Survey in January 1997..
 OW0368
 OW0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0368
 OW0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0368
 OW0368.The geoid height was determined by GEOID03.
 OW0368
 OW0368;                    North         East     Units Scale Factor Converg.
 OW0368;SPC WYWC     -   357,944.967   531,045.578   MT  0.99999596   -0 35 29.2
 OW0368;SPC WY W     -   457,699.914   838,483.065   MT  0.99995571   +0 19 48.3
 OW0368;UTM  12      - 4,841,667.612   612,308.816   MT  0.99975514   +0 57 49.4
 OW0368
 OW0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0368!SPC WYWC     -   0.99953596  x   0.99999596  =   0.99953192
 OW0368!SPC WY W     -   0.99953596  x   0.99995571  =   0.99949169
 OW0368!UTM  12      -   0.99953596  x   0.99975514  =   0.99929121
 OW0368
 OW0368:                Primary Azimuth Mark                     Grid Az
 OW0368:SPC WYWC     -  11000=KENT                               071 48 45.9
 OW0368:SPC WY W     -  11000=KENT                               070 53 28.4
 OW0368:UTM  12      -  11000=KENT                               070 15 27.3
 OW0368
 OW0368|---------------------------------------------------------------------|
 OW0368| PID    Reference Object                     Distance      Geod. Az  |
 OW0368|                                                           dddmmss.s |
 OW0368| OW0322 11000=KENT                          APPROX.10.5 KM 0711316.7 |
 OW0368|---------------------------------------------------------------------|
 OW0368
 OW0368                          SUPERSEDED SURVEY CONTROL
 OW0368
 OW0368  NAD 83(1986)-  43 43 10.31858(N)    109 36 20.67418(W) AD(       ) 3
 OW0368  NAD 27      -  43 43 10.47351(N)    109 36 18.10253(W) AD(       ) 3
 OW0368  NGVD 29 (07/19/86) 2967.0    (m)         9734.     (f) VERT ANG       
 OW0368
 OW0368.Superseded values are not recommended for survey control.
 OW0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0368.See file dsdata.txt to determine how the superseded data were derived.
 OW0368
 OW0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP1230941668(NAD 83)
 OW0368_MARKER: DD = SURVEY DISK
 OW0368_SETTING: 66 = SET IN ROCK OUTCROP
 OW0368_SP_SET: SET IN ROCK OUTCROP
 OW0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0368+STABILITY: POSITION/ELEVATION WELL
 OW0368
 OW0368  HISTORY     - Date     Condition        Report By
 OW0368  HISTORY     - 1954     MONUMENTED       USGS
 OW0368
 OW0368                          STATION DESCRIPTION
 OW0368
 OW0368'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0368'STATION IS LOCATED ON A PROMINIENT HIGH RIDGE, KNOWN LOCALLY AS
 OW0368'ELKHORN RIDGE, BETWEEN HORSE CREEK AND WIGGINS FORK ABOUT 2 MI. S. OF
 OW0368'BOG LAKES.
 OW0368'
 OW0368'TO REACH FROM DUBOIS, WYOMING GO UP HORSE CREEK RD. 10.9 MI. TO FORK,
 OW0368'TAKE RIGHT CONTINUING ON MAIN TRAVELLED RD. 3.6 MI. TO OLD RANCH
 OW0368'BUILDINGS, CONTINUE 0.7 MI. TO LUMBER CAMP, FROM CAMP WORK IN N.
 OW0368'DIRECTION ALONG LOG ROADS AND CLEARINGS ABOUT 2 MI. TO END OF JEEP
 OW0368'TRAVEL ON RIDGE, 20 MINUTE PACK TO HIGH POINT AND STATION.
 OW0368'
 OW0368'STATION MARK - STANDARD TABLET SET IN PLACED ROCK AND STAMPED
 OW0368'---ELKHORN 1954---.
 OW0368'
 OW0368'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0543 ***********************************************************************
 NQ0543  DESIGNATION -  ELKHORN
 NQ0543  PID         -  NQ0543
 NQ0543  STATE/COUNTY-  WY/PLATTE
 NQ0543  USGS QUAD   -  GLENDO (1978)
 NQ0543
 NQ0543                         *CURRENT SURVEY CONTROL
 NQ0543  ___________________________________________________________________
 NQ0543* NAD 83(1993)-  42 33 15.71219(N)    105 03 31.52368(W)     ADJUSTED  
 NQ0543* NAVD 88     -      1551.5    (meters)    5090.     (feet)  VERTCON   
 NQ0543  ___________________________________________________________________
 NQ0543  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 NQ0543  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 NQ0543
 NQ0543  HORZ ORDER  -  SECOND
 NQ0543
 NQ0543.The horizontal coordinates were established by classical geodetic methods
 NQ0543.and adjusted by the National Geodetic Survey in January 1997..
 NQ0543
 NQ0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0543
 NQ0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0543
 NQ0543.The geoid height was determined by GEOID03.
 NQ0543
 NQ0543;                    North         East     Units Scale Factor Converg.
 NQ0543;SPC WY E     -   228,157.582   208,861.861   MT  0.99993847   +0 04 22.7
 NQ0543;UTM  13      - 4,711,331.337   495,176.384   MT  0.99960029   -0 02 23.1
 NQ0543
 NQ0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0543!SPC WY E     -   0.99975894  x   0.99993847  =   0.99969742
 NQ0543!UTM  13      -   0.99975894  x   0.99960029  =   0.99935932
 NQ0543
 NQ0543|---------------------------------------------------------------------|
 NQ0543| PID    Reference Object                     Distance      Geod. Az  |
 NQ0543|                                                           dddmmss.s |
 NQ0543| CP9271 ELKHORN RM 1                          6.403 METERS 12842     |
 NQ0543| CP9270 ELKHORN AZ MK                                      2263717.9 |
 NQ0543| NQ0545 CHEYENNE GREAT FALLS AWY BCN 9        7.375 METERS 27506     |
 NQ0543|---------------------------------------------------------------------|
 NQ0543
 NQ0543                          SUPERSEDED SURVEY CONTROL
 NQ0543
 NQ0543  NAD 83(1986)-  42 33 15.69096(N)    105 03 31.51344(W) AD(       ) 2
 NQ0543  NAD 27      -  42 33 15.80300(N)    105 03 29.61000(W) AD(       ) 2
 NQ0543  NGVD 29 (07/19/86) 1550.7    (m)         5088.     (f) VERT ANG       
 NQ0543
 NQ0543.Superseded values are not recommended for survey control.
 NQ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0543.See file dsdata.txt to determine how the superseded data were derived.
 NQ0543
 NQ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9517611331(NAD 83)
 NQ0543_MARKER: DS = TRIANGULATION STATION DISK
 NQ0543_SETTING: 80 = SET IN A BOULDER
 NQ0543_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NQ0543
 NQ0543  HISTORY     - Date     Condition        Report By
 NQ0543  HISTORY     - 1948     MONUMENTED       CGS
 NQ0543  HISTORY     - 1966     GOOD             CGS
 NQ0543  HISTORY     - 1976     GOOD             DMA
 NQ0543
 NQ0543                          STATION DESCRIPTION
 NQ0543
 NQ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0543'THE STATION IS LOCATED ABOUT 4 MILES AIRLINE NORTH OF GLENDO
 NQ0543'ON A PROMINENT, BRUSH-COVERED HILL.  THE STATION MARK PROJECTS
 NQ0543'4 INCHES AND IS SET 25 FEET EAST OF THE CENTER OF AN AIRWAY
 NQ0543'BEACON TOWER.  IT IS STAMPED, ELKHORN 1948.
 NQ0543'
 NQ0543'REFERENCE MARK NO. 1 PROJECTS 2 INCHES, IS 6 INCHES LOWER THAN
 NQ0543'THE STATION MARK AND IS STAMPED, ELKHORN NO 1 1948.
 NQ0543'
 NQ0543'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN THE CENTER OF THE
 NQ0543'CONCRETE BASE OF THE AIRWAY BEACON TOWER.  IT IS THE SAME
 NQ0543'ELEVATION AS THE STATION MARK AND IS STAMPED, ELKHORN NO 2
 NQ0543'1948.
 NQ0543'
 NQ0543'THE AZIMUTH MARK PROJECTS 3 INCHES, IS SET ON A SMALL KNOLL
 NQ0543'35 FEET EAST OF A ROAD AND 10 FEET NORTHEAST OF A WHITE
 NQ0543'WITNESS POST.  IT IS STAMPED, ELKHORN 1948.  TO REACH FROM
 NQ0543'THE STATION.  GO WEST AND SOUTH ON ROAD 0.45 MILE TO MARK ON
 NQ0543'LEFT.
 NQ0543'
 NQ0543'TO REACH THE STATION FROM GLENDO.  GO NORTH ON U.S. HIGHWAY
 NQ0543'87, 3.2 MILES TO A ROAD LEFT AT HOUSE ON RIGHT.  TURN LEFT,
 NQ0543'GO 0.4 MILE TO A BARN ON RIGHT AND A GATE STRAIGHT AHEAD.  PASS
 NQ0543'THROUGH GATE, GO 0.4 MILE TO TRACKS ON RIGHT.  TURN RIGHT TO
 NQ0543'TOP OF RIDGE, THEN FOLLOW ROAD UP RIDGE TO BEACON TOWER AND
 NQ0543'STATION, A DRIVE STATION.
 NQ0543
 NQ0543                          STATION RECOVERY (1966)
 NQ0543
 NQ0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 NQ0543'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 NQ0543'IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION WAS
 NQ0543'FOUND TO BE COMPLETELY ADEQUATE.  THIS STATION WAS OCCUPIED
 NQ0543'BY ASTRONOMIC PARTY G-47.
 NQ0543
 NQ0543                          STATION RECOVERY (1976)
 NQ0543
 NQ0543'RECOVERY NOTE BY DEFENSE MAP AGENCY 1976 (SDR)
 NQ0543'ELKHORN 1948 RECOVERED IN GOOD CONDITION.
 NQ0543'
 NQ0543'ELKHORN NO. 1 RECOVERED IN GOOD CONDITION.
 NQ0543'
 NQ0543'ELKHORN NO. 2 RECOVERED IN GOOD CONDITION.
 NQ0543'
 NQ0543'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF GLENDO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0835 ***********************************************************************
 MR0835  DESIGNATION -  ELKOL UTAH POWER AND LT CO STK
 MR0835  PID         -  MR0835
 MR0835  STATE/COUNTY-  WY/LINCOLN
 MR0835  USGS QUAD   -  KEMMERER (1985)
 MR0835
 MR0835                         *CURRENT SURVEY CONTROL
 MR0835  ___________________________________________________________________
 MR0835* NAD 83(1993)-  41 45 26.77632(N)    110 35 53.94854(W)     ADJUSTED  
 MR0835* NAVD 88     -                                                        
 MR0835  ___________________________________________________________________
 MR0835  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 MR0835  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 MR0835
 MR0835  HORZ ORDER  -  THIRD
 MR0835
 MR0835.The horizontal coordinates were established by classical geodetic methods
 MR0835.and adjusted by the National Geodetic Survey in January 1997..
 MR0835
 MR0835
 MR0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0835
 MR0835.The geoid height was determined by GEOID03.
 MR0835
 MR0835;                    North         East     Units Scale Factor Converg.
 MR0835;SPC WY W     -   239,765.978   757,174.000   MT  0.99996006   -0 20 34.7
 MR0835;UTM  12      - 4,622,923.354   533,392.329   MT  0.99961372   +0 16 03.0
 MR0835
 MR0835                          SUPERSEDED SURVEY CONTROL
 MR0835
 MR0835  NAD 83(1986)-  41 45 26.76561(N)    110 35 53.94631(W) AD(       ) 4
 MR0835  NAD 27      -  41 45 26.95400(N)    110 35 51.32800(W) AD(       ) 3
 MR0835
 MR0835.Superseded values are not recommended for survey control.
 MR0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0835.See file dsdata.txt to determine how the superseded data were derived.
 MR0835
 MR0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3339222923(NAD 83)
 MR0835_MARKER: 63 = STACK
 MR0835
 MR0835  HISTORY     - Date     Condition        Report By
 MR0835  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0835
 MR0835                          STATION DESCRIPTION
 MR0835
 MR0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0835'THE STATION IS THE TOP CENTER OF THE STACK.  IT IS PAINTED
 MR0835'GREEN, WITH AN OVERALL HEIGHT OF 200 FEET.  IT IS ABOUT 15 MILES
 MR0835'WEST OF OPAL AND 4-1/2 MILES SOUTHWEST OF KEMMERER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0460 ***********************************************************************
 NQ0460  DESIGNATION -  ELLICOTT
 NQ0460  PID         -  NQ0460
 NQ0460  STATE/COUNTY-  WY/NIOBRARA
 NQ0460  USGS QUAD   -  VAN TASSELL (1977)
 NQ0460
 NQ0460                         *CURRENT SURVEY CONTROL
 NQ0460  ___________________________________________________________________
 NQ0460* NAD 83(1993)-  42 41 04.26577(N)    104 03 13.51982(W)     ADJUSTED  
 NQ0460* NAVD 88     -      1479.     (meters)    4852.     (feet)  SCALED    
 NQ0460  ___________________________________________________________________
 NQ0460  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 NQ0460  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 NQ0460
 NQ0460  HORZ ORDER  -  FIRST
 NQ0460
 NQ0460.The horizontal coordinates were established by classical geodetic methods
 NQ0460.and adjusted by the National Geodetic Survey in January 1997..
 NQ0460
 NQ0460.The orthometric height was scaled from a topographic map.
 NQ0460
 NQ0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0460
 NQ0460.The geoid height was determined by GEOID03.
 NQ0460
 NQ0460;                    North         East     Units Scale Factor Converg.
 NQ0460;SPC WY E     -   243,209.778   291,205.522   MT  1.00003981   +0 45 16.4
 NQ0460;SPC NE       -   324,363.067   167,931.435   MT  0.99987067   -2 41 11.1
 NQ0460;UTM  13      - 4,726,216.058   577,520.536   MT  0.99967393   +0 38 29.6
 NQ0460
 NQ0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0460!SPC WY E     -   0.99977060  x   1.00003981  =   0.99981040
 NQ0460!SPC NE       -   0.99977060  x   0.99987067  =   0.99964130
 NQ0460!UTM  13      -   0.99977060  x   0.99967393  =   0.99944461
 NQ0460
 NQ0460:                Primary Azimuth Mark                     Grid Az
 NQ0460:SPC WY E     -  ELLICOTT AZ MK                           137 22 29.1
 NQ0460:SPC NE       -  ELLICOTT AZ MK                           140 48 56.6
 NQ0460:UTM  13      -  ELLICOTT AZ MK                           137 29 15.9
 NQ0460
 NQ0460|---------------------------------------------------------------------|
 NQ0460| PID    Reference Object                     Distance      Geod. Az  |
 NQ0460|                                                           dddmmss.s |
 NQ0460| CP9272 ELLICOTT AZ MK                                     1380745.5 |
 NQ0460| NQ0461 T31N R57W SECS 6 7 NE WY            174.355 METERS 16027     |
 NQ0460| CP9273 ELLICOTT RM 1                        19.370 METERS 17640     |
 NQ0460| CP9274 ELLICOTT RM 2                        23.090 METERS 26356     |
 NQ0460|---------------------------------------------------------------------|
 NQ0460
 NQ0460                          SUPERSEDED SURVEY CONTROL
 NQ0460
 NQ0460  NAD 83(1986)-  42 41 04.24206(N)    104 03 13.50208(W) AD(       ) 1
 NQ0460  NAD 27      -  42 41 04.35800(N)    104 03 11.73100(W) AD(       ) 1
 NQ0460
 NQ0460.Superseded values are not recommended for survey control.
 NQ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0460.See file dsdata.txt to determine how the superseded data were derived.
 NQ0460
 NQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH7752126216(NAD 83)
 NQ0460_MARKER: DS = TRIANGULATION STATION DISK
 NQ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0460
 NQ0460  HISTORY     - Date     Condition        Report By
 NQ0460  HISTORY     - 1941     MONUMENTED       CGS
 NQ0460
 NQ0460                          STATION DESCRIPTION
 NQ0460
 NQ0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NQ0460'STATION IS LOCATED ABOUT 3.5 MILES E AND 2 MILES N OF VAN TASSELL,
 NQ0460'IN THE NE CORNER OF HALF SEC. 10, T. 31 N, R. 60 W, WYOMING, ON
 NQ0460'PASTURE LAND OWNED BY D. ELLICOTT.  IT IS ON THE TOP OF THE
 NQ0460'HIGHEST KNOLL IN THE VICINITY AND 4 FEET E OF A WHITE REFERENCE
 NQ0460'POST.  IT IS STAMPED ELLICOTT 1941 AND PROJECTS ABOUT 8 INCHES.
 NQ0460'
 NQ0460'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NQ0460'DISKS SET IN CONCRETE.
 NQ0460'
 NQ0460'REFERENCE MARK NO. 1 IS STAMPED ELLICOTT NO. 1 1941 AND PROJECTS
 NQ0460'ABOUT 12 INCHES.
 NQ0460'
 NQ0460'REFERENCE MARK NO. 2 IS STAMPED ELLICOTT NO. 2 1941 AND
 NQ0460'PROJECTS ABOUT 14 INCHES.
 NQ0460'
 NQ0460'THE AZIMUTH MARK IS 0.1 MILE N OF U.S. HIGHWAY 20, 6 FEET E
 NQ0460'OF A WIRE GATE, 3.8 FEET E OF A WHITE REFERENCE POST AND 3 FEET
 NQ0460'N OF A FENCE.  IT IS STAMPED ELLICOTT 1941 AND PROJECTS ABOUT 6
 NQ0460'INCHES.
 NQ0460'
 NQ0460'WYOMING-NEBRASKA S6-S7 (USGLO) WAS LOCATED BY TRAVERSE.
 NQ0460'IT IS A CAP ON A 2-INCH IRON PIPE, PROJECTING ABOUT 12 INCHES
 NQ0460'AND STAMPED WYO-NEB. S6-S7 T. 31 N, R. 57 W.
 NQ0460'
 NQ0460'DIRECTIONS WERE TAKEN TO WYO.-NEB. S3-S10 (USGLO) FROM THE
 NQ0460'TOP OF THE TOWER.  BECAUSE OF A VERY STEEP INCLINE AND BECAUSE IT
 NQ0460'WAS NOT VISIBLE FROM THE GROUND THE DISTANCE WAS NOT MEASURED.
 NQ0460'IT IS A CAP ON A 2-INCH IRON PIPE PROJECTING ABOUT 12 INCHES
 NQ0460'AND IS STAMPED WYO-S3 S10 NEB T. 31 N, R. 60 W.
 NQ0460'
 NQ0460'TO REACH THE STATION FROM THE RAILROAD DEPOT IN VAN TASSELL,
 NQ0460'WYOMING, GO E ON U.S. HIGHWAY 20 FOR 3.5 MILES TO THE COFFEE
 NQ0460'SIDING AND STOCK PENS ON THE RIGHT AND A PASTURE ROAD TO THE
 NQ0460'LEFT.  TURN LEFT, N, THROUGH PASTURE AND GO 0.1 MILE TO A WIRE
 NQ0460'GATE AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE N FOR 0.6 MILE
 NQ0460'TO A WINDMILL ON THE LEFT.  CONTINUE NW ON PASTURE ROAD FOR 0.9
 NQ0460'MILE.  LEAVE ROAD AND GO N ACROSS PASTURE FOR 0.25 MILE TO TOP
 NQ0460'OF THE KNOLL AND STATION.
 NQ0460'
 NQ0460'A 4-FOOT SIGNALS AT STATIONS RAWHIDE, MANVILLE, AND TIPTON
 NQ0460'ARE VISIBLE FROM THE GROUND.
 NQ0460'
 NQ0460'A 64-FOOT SIGNAL AT STATION KIRTLEY AND A 87-FOOT SIGNAL AT STATION
 NQ0460'KENNEDY ARE VISIBLE AT 50 FEET.
 NQ0460'
 NQ0460'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0361 ***********************************************************************
 PX0361  DESIGNATION -  EMBLEM
 PX0361  PID         -  PX0361
 PX0361  STATE/COUNTY-  WY/BIG HORN
 PX0361  USGS QUAD   -  Y U BENCH NE (1951)
 PX0361
 PX0361                         *CURRENT SURVEY CONTROL
 PX0361  ___________________________________________________________________
 PX0361* NAD 83(1993)-  44 29 23.83700(N)    108 32 17.49724(W)     ADJUSTED  
 PX0361* NAVD 88     -      1516.6    (meters)    4976.     (feet)  VERTCON   
 PX0361  ___________________________________________________________________
 PX0361  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 PX0361  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 PX0361
 PX0361  HORZ ORDER  -  THIRD
 PX0361
 PX0361.The horizontal coordinates were established by classical geodetic methods
 PX0361.and adjusted by the National Geodetic Survey in January 1997..
 PX0361
 PX0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0361
 PX0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0361
 PX0361.The geoid height was determined by GEOID03.
 PX0361
 PX0361;                    North         East     Units Scale Factor Converg.
 PX0361;SPC WYEC     -   543,894.407   304,167.386   MT  1.00005040   -0 50 39.9
 PX0361;UTM  12      - 4,929,241.237   695,742.825   MT  1.00007121   +1 43 32.7
 PX0361
 PX0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0361!SPC WYEC     -   0.99976435  x   1.00005040  =   0.99981474
 PX0361!UTM  12      -   0.99976435  x   1.00007121  =   0.99983554
 PX0361
 PX0361:                Primary Azimuth Mark                     Grid Az
 PX0361:SPC WYEC     -  THAYER                                   194 49 47.2
 PX0361:UTM  12      -  THAYER                                   192 15 34.6
 PX0361
 PX0361|---------------------------------------------------------------------|
 PX0361| PID    Reference Object                     Distance      Geod. Az  |
 PX0361|                                                           dddmmss.s |
 PX0361| PX0362 THAYER                              APPROX. 5.8 KM 1935907.3 |
 PX0361|---------------------------------------------------------------------|
 PX0361
 PX0361                          SUPERSEDED SURVEY CONTROL
 PX0361
 PX0361  NAD 83(1986)-  44 29 23.82668(N)    108 32 17.49008(W) AD(       ) 3
 PX0361  NAD 27      -  44 29 23.98377(N)    108 32 15.06479(W) AD(       ) 3
 PX0361  NGVD 29 (07/19/86) 1515.6    (m)         4972.     (f) VERT ANG       
 PX0361
 PX0361.Superseded values are not recommended for survey control.
 PX0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0361.See file dsdata.txt to determine how the superseded data were derived.
 PX0361
 PX0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ9574329241(NAD 83)
 PX0361_MARKER: DD = SURVEY DISK
 PX0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0361_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PX0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0361+STABILITY: SURFACE MOTION
 PX0361
 PX0361  HISTORY     - Date     Condition        Report By
 PX0361  HISTORY     - 1948     MONUMENTED       USGS
 PX0361
 PX0361                          STATION DESCRIPTION
 PX0361
 PX0361'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0361'STATION IS LOCATED IN SE. 1/4, SEC.8, T. 52 N., R.97 W., 27.0 MI. E.
 PX0361'OF CODY, WYOMING ON SMALL MESA 2.0 MI. N. OF HIGHWAY.
 PX0361'
 PX0361'TO REACH FROM THE CODY POST OFFICE, WYOMING TRAVEL E. ON HIGHWAY 20
 PX0361'TOWARD GREYBULL 29.0 MI. TO TRAIL RD. LEFT,  GO LEFT TO E. OF OLD
 PX0361'CORRALS ALONG TRAIL RD. 0.7 MI. TO FORKS, THENCE LEFT -WESTERLY- 0.5
 PX0361'MI. TO FORKS GO RIGHT -NORTHERLY 1.3 MI. TO TOP OF LOW FLAT RIDGE W.
 PX0361'OF MESA, STATION LIES EASTERLY ABOUT 0.8 MI. ON TOP OF FLAT TOP MESA
 PX0361'ABOUT 60 FT. N. OF THE S. EDGE AND ABOUT MIDWAY E. AND W.
 PX0361'
 PX0361'STATION MARK - STANDARD STATION TABLET SET IN 6X6 IN. CONCRETE POST
 PX0361'PROJECTING 6 IN. ABOVE GROUND AND STAMPED,--- EMBLEM 1948---.
 PX0361'
 PX0361'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET SET IN 6X6 IN.
 PX0361'CONCRETE POST AND STAMPED ---EMBLEM 1948 NO.1,---
 PX0361'54.75 FT. FROM STATION, N 45 DEG 01 MIN E.
 PX0361'
 PX0361'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET SET IN 6X6 IN.
 PX0361'CONCRETE POST STAMPED --- EMBLEM 1948 NO.2 --- 64.05 FT. FROM STATION,
 PX0361'N 39 DEG 59 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0526 ***********************************************************************
 NR0526  DESIGNATION -  EMIGRANT
 NR0526  PID         -  NR0526
 NR0526  STATE/COUNTY-  WY/NATRONA
 NR0526  USGS QUAD   -  EMIGRANT GAP (1978)
 NR0526
 NR0526                         *CURRENT SURVEY CONTROL
 NR0526  ___________________________________________________________________
 NR0526* NAD 83(1993)-  42 50 53.13536(N)    106 32 03.61297(W)     ADJUSTED  
 NR0526* NAVD 88     -      1704.71   (+/-2cm)    5592.9    (feet)  VERTCON   
 NR0526  ___________________________________________________________________
 NR0526  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 NR0526  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 NR0526
 NR0526  HORZ ORDER  -  THIRD
 NR0526  VERT ORDER  -  THIRD ? (See Below)
 NR0526
 NR0526.The horizontal coordinates were established by classical geodetic methods
 NR0526.and adjusted by the National Geodetic Survey in January 1997..
 NR0526
 NR0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0526.The vertical order pertains to the NGVD 29 superseded value.
 NR0526
 NR0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0526
 NR0526.The geoid height was determined by GEOID03.
 NR0526
 NR0526;                    North         East     Units Scale Factor Converg.
 NR0526;SPC WYEC     -   361,088.991   465,307.288   MT  0.99998995   +0 32 36.2
 NR0526;UTM  13      - 4,745,087.749   374,629.931   MT  0.99979337   -1 02 36.9
 NR0526
 NR0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0526!SPC WYEC     -   0.99973477  x   0.99998995  =   0.99972472
 NR0526!UTM  13      -   0.99973477  x   0.99979337  =   0.99952820
 NR0526
 NR0526                          SUPERSEDED SURVEY CONTROL
 NR0526
 NR0526  NAD 83(1986)-  42 50 53.11898(N)    106 32 03.59047(W) AD(       ) 3
 NR0526  NGVD 29 (08/25/89) 1703.82   (m)         5589.9    (f) LEVELING    3  
 NR0526
 NR0526.Superseded values are not recommended for survey control.
 NR0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0526.See file dsdata.txt to determine how the superseded data were derived.
 NR0526
 NR0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH7463045088(NAD 83)
 NR0526_MARKER: DS = TRIANGULATION STATION DISK
 NR0526_SETTING: 0 = UNSPECIFIED SETTING
 NR0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0526
 NR0526  HISTORY     - Date     Condition        Report By
 NR0526  HISTORY     - 1947     MONUMENTED       USGS
 NR0526
 NR0526                          STATION DESCRIPTION
 NR0526
 NR0526'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NR0526'LOCATED ABOUT 5 MI. SW. OF THE ARMY AIR BASE NEAR CASPER, WYOMING,
 NR0526'ON A BARE RIDGE.
 NR0526'
 NR0526'TO REACH FROM CASPER POST OFFICE, GO W. ON U.S. HIGHWAY NO. 20 FOR
 NR0526'3.5 MI. TO JUNCTION OF POISON SPIDER RD., TURN LEFT AND FOLLOW POISON
 NR0526'SPIDER RD. SW. AND W. FOR 9.1 MI. TO GRAVEL RD. TAKING OFF TO THE
 NR0526'RIGHT, TAKE THIS RIGHT RD. AND GO 100 FT., TURN RIGHT ONTO FAINT TRUCK
 NR0526'TRACKS AND GO 0.2 MI. TO ANOTHER FORK, TAKE RIGHT FORK 0.2 MI.,
 NR0526'STATION IS 180 FT. TO THE LEFT, IN A FLAT SADDLE ON TOP OF RIDGE.
 NR0526'
 NR0526'STATION MARK--STANDARD TABLET STAMPED---EMIGRANT 1947---, AND SET
 NR0526'IN TOP OF A CONCRETE MONUMENT.
 NR0526'
 NR0526'REFERENCE MARKS--1-1/2 IN. IRON PIPE IN A PILE OF STONES, NO. 1 BEING
 NR0526'65.75 FT. SW. OF THE STATION AND NO. 2 BEING 51.39 FT. NW. OF THE
 NR0526'STATION MARK.
 NR0526'
 NR0526'LEVEL DESCRIPTION BY R. B. LATIMER
 NR0526'
 NR0526'PBM--ROBINETTES RANCH, 3.5 MI. E. OF JOHN RYE RANCH, 4.4 MI. W. OF,
 NR0526'ABOUT 1200 FT. N. OF POISON SPIDER ROAD, UNDER BEACON ON TOP OF STEEL
 NR0526'TOWER, STANDARD TABLET SET IN CONCRETE POST STAMPED---EMIGRANT
 NR0526'1947--- 5590---.  SPIRIT LEVEL ELEVATION BY LATIMER - 5589.934 FT.
 NR0526'(TOWER REMOVED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0396 ***********************************************************************
 PX0396  DESIGNATION -  EMTB 1
 PX0396  PID         -  PX0396
 PX0396  STATE/COUNTY-  WY/PARK
 PX0396  USGS QUAD   -  STONE BARN CAMP (1966)
 PX0396
 PX0396                         *CURRENT SURVEY CONTROL
 PX0396  ___________________________________________________________________
 PX0396* NAD 83(1993)-  44 30 00.35850(N)    108 45 16.89072(W)     ADJUSTED  
 PX0396* NAVD 88     -      1555.7    (meters)    5104.     (feet)  VERTCON   
 PX0396  ___________________________________________________________________
 PX0396  LAPLACE CORR-          -8.54  (seconds)                    DEFLEC99
 PX0396  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 PX0396
 PX0396  HORZ ORDER  -  THIRD
 PX0396
 PX0396.The horizontal coordinates were established by classical geodetic methods
 PX0396.and adjusted by the National Geodetic Survey in January 1997..
 PX0396
 PX0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0396
 PX0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0396
 PX0396.The geoid height was determined by GEOID03.
 PX0396
 PX0396;                    North         East     Units Scale Factor Converg.
 PX0396;SPC WYWC     -   444,315.486   599,626.882   MT  0.99993750   -0 00 11.8
 PX0396;UTM  12      - 4,929,872.300   678,497.507   MT  0.99999183   +1 34 27.0
 PX0396
 PX0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0396!SPC WYWC     -   0.99975816  x   0.99993750  =   0.99969568
 PX0396!UTM  12      -   0.99975816  x   0.99999183  =   0.99974999
 PX0396
 PX0396:                Primary Azimuth Mark                     Grid Az
 PX0396:SPC WYWC     -  MUD                                      247 07 55.0
 PX0396:UTM  12      -  MUD                                      245 33 16.2
 PX0396
 PX0396|---------------------------------------------------------------------|
 PX0396| PID    Reference Object                     Distance      Geod. Az  |
 PX0396|                                                           dddmmss.s |
 PX0396| PX0380 MUD                                 APPROX. 6.4 KM 2470743.2 |
 PX0396|---------------------------------------------------------------------|
 PX0396
 PX0396                          SUPERSEDED SURVEY CONTROL
 PX0396
 PX0396  NAD 83(1986)-  44 30 00.34842(N)    108 45 16.88337(W) AD(       ) 3
 PX0396  NAD 27      -  44 30 00.50415(N)    108 45 14.41017(W) AD(       ) 3
 PX0396  NGVD 29 (07/19/86) 1554.6    (m)         5100.     (f) VERT ANG       
 PX0396
 PX0396.Superseded values are not recommended for survey control.
 PX0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0396.See file dsdata.txt to determine how the superseded data were derived.
 PX0396
 PX0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7849829872(NAD 83)
 PX0396_MARKER: DD = SURVEY DISK
 PX0396_SETTING: 80 = SET IN A BOULDER
 PX0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0396+STABILITY: SURFACE MOTION
 PX0396
 PX0396  HISTORY     - Date     Condition        Report By
 PX0396  HISTORY     - 1948     MONUMENTED       USGS
 PX0396
 PX0396                          STATION DESCRIPTION
 PX0396
 PX0396'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0396'STATION IS LOCATED IN SEC.10 T.52 N., R.99 W., ABOUT 16 MI. E. OF CODY
 PX0396'ABOUT 13 MI. E. OF JUNCTION OF STATE HIGHWAY 120, ABOUT 2 MI. N. OF
 PX0396'HIGHWAY 20 IN AN EMBEDDED BOULDER.
 PX0396'
 PX0396'TO REACH STATION FROM P.O. AT CODY, FOLLOW U.S. HIGHWAY 20 TOWARD
 PX0396'GREYBULL FOR ABOUT 16.4 MI. TO BRIDGE ACROSS DRY CREEK, THEN GO N.
 PX0396'ABOUT 2 MI. TO OLD IRRIGATION DITCH.  STATION IS ON S. BANK OF DITCH,
 PX0396'ON E. POINT OF BANK WHERE IT IS CUT BY DRY WASH.
 PX0396'
 PX0396'STATION MARK - STANDARD TABLET STAMPED ---EMTB NO.1 1948---, CEMENTED
 PX0396'IN EMBEDDED BOULDER.
 PX0396'
 PX0396'REFERENCE MARK NO.1 - STANDARD G.L.O. STONE MARKER, THREE CHISLED
 PX0396'LINES ON E. SIDE, FOUR CHISLED LINES ON S. SIDE, 662.3 FT. FROM
 PX0396'STATION, S 04 DEG 19 MIN E.
 PX0396'
 PX0396'REFERENCE MARK NO.2 - DRILL HOLE IN ROCK AT N. POINT OF BRUSH PATCH,
 PX0396'319 FT. FROM STATION, N 87 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0564 ***********************************************************************
 MP0564  DESIGNATION -  ENCAMPMENT
 MP0564  PID         -  MP0564
 MP0564  STATE/COUNTY-  WY/CARBON
 MP0564  USGS QUAD   -  ENCAMPMENT (1983)
 MP0564
 MP0564                         *CURRENT SURVEY CONTROL
 MP0564  ___________________________________________________________________
 MP0564* NAD 83(1993)-  41 10 51.30331(N)    106 49 33.45859(W)     ADJUSTED  
 MP0564* NAVD 88     -      2579.9    (meters)    8464.     (feet)  VERTCON   
 MP0564  ___________________________________________________________________
 MP0564  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 MP0564  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 MP0564
 MP0564  HORZ ORDER  -  SECOND
 MP0564
 MP0564.The horizontal coordinates were established by classical geodetic methods
 MP0564.and adjusted by the National Geodetic Survey in January 1997..
 MP0564
 MP0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0564
 MP0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0564
 MP0564.The geoid height was determined by GEOID03.
 MP0564
 MP0564;                    North         East     Units Scale Factor Converg.
 MP0564;SPC WYEC     -   175,735.838   442,568.365   MT  0.99995979   +0 20 02.7
 MP0564;UTM  13      - 4,560,448.062   346,851.085   MT  0.99988867   -1 12 09.1
 MP0564
 MP0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0564!SPC WYEC     -   0.99959726  x   0.99995979  =   0.99955707
 MP0564!UTM  13      -   0.99959726  x   0.99988867  =   0.99948598
 MP0564
 MP0564:                Primary Azimuth Mark                     Grid Az
 MP0564:SPC WYEC     -  ENCAMPMENT AZ MK                         181 33 34.5
 MP0564:UTM  13      -  ENCAMPMENT AZ MK                         183 05 46.3
 MP0564
 MP0564|---------------------------------------------------------------------|
 MP0564| PID    Reference Object                     Distance      Geod. Az  |
 MP0564|                                                           dddmmss.s |
 MP0564| CP4919 ENCAMPMENT AZ MK                                   1815337.2 |
 MP0564| CP5331 ENCAMPMENT RM 1                      18.114 METERS 20552     |
 MP0564| CP5332 ENCAMPMENT RM 2                      16.776 METERS 31205     |
 MP0564|---------------------------------------------------------------------|
 MP0564
 MP0564                          SUPERSEDED SURVEY CONTROL
 MP0564
 MP0564  NAD 83(1986)-  41 10 51.29756(N)    106 49 33.45276(W) AD(       ) 2
 MP0564  NAD 27      -  41 10 51.42800(N)    106 49 31.31200(W) AD(       ) 2
 MP0564  NGVD 29 (07/19/86) 2578.6    (m)         8460.     (f) VERT ANG       
 MP0564
 MP0564.Superseded values are not recommended for survey control.
 MP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0564.See file dsdata.txt to determine how the superseded data were derived.
 MP0564
 MP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF4685160448(NAD 83)
 MP0564_MARKER: DS = TRIANGULATION STATION DISK
 MP0564_SETTING: 66 = SET IN ROCK OUTCROP
 MP0564
 MP0564  HISTORY     - Date     Condition        Report By
 MP0564  HISTORY     - 1948     MONUMENTED       CGS
 MP0564  HISTORY     - 1959     GOOD             USGS
 MP0564
 MP0564                          STATION DESCRIPTION
 MP0564
 MP0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0564'THE STATION IS LOCATED ON THE HIGHEST POINT OF A BARE,
 MP0564'DOME-SHAPED HILL WHICH DROPS VERY SHARPLY TO THE NORTH INTO
 MP0564'THE NORTH FORK OF THE ENCAMPMENT RIVER.  THE STATION MARK IS
 MP0564'2.5 MILES AIRLINE SOUTHWEST OF ENCAMPMENT, PROJECTS 3 INCHES
 MP0564'AND STAMPED, ENCAMPMENT 1948.
 MP0564'
 MP0564'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MP0564'STATION MARK, PROJECTS 8 INCHES AND STAMPED, ENCAMPMENT NO 1
 MP0564'1948.
 MP0564'
 MP0564'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 MP0564'STATION MARK, PROJECTS 8 INCHES AND STAMPED, ENCAMPMENT NO 2
 MP0564'1948.
 MP0564'
 MP0564'THE AZIMUTH MARK IS 100 YARDS NORTH OF A TRACK ROAD, 60 FEET
 MP0564'EAST OF A SMALL SADDLE, PROJECTS 12 INCHES AND STAMPED,
 MP0564'ENCAMPMENT 1948.
 MP0564'
 MP0564'TO REACH THE STATION FROM THE POST OFFICE IN ENCAMPMENT,
 MP0564'GO WEST TO THE FIRST CROSS STREET.  TURN LEFT AND FOLLOW THE
 MP0564'MAIN ROAD 1.2 MILE TO FORK.  TAKE RIGHT FORK AND
 MP0564'CONTINUE ON THE MAIN ROAD FOR 2.0 MILES TO CATTLE GUARD.  CROSS
 MP0564'CATTLE GUARD AND CONTINUE 0.25 MILE TO FORK AND SIGN A H
 MP0564'RANCH.  TAKE RIGHT FORK AND GO 0.1 MILE TO FORK.  TAKE RIGHT
 MP0564'FORK AND GO 0.1 MILE.  HERE TURN RIGHT LEAVING ROAD AND GO
 MP0564'0.1 MILE TO TOP OF SMALL SADDLE (THE AZIMUTH IS ABOUT 60
 MP0564'FEET TO THE RIGHT, EAST).  CONTINUE DOWN THE NORTH SIDE OF
 MP0564'HILL BEARING A LITTLE TO THE RIGHT TO ANOTHER SADDLE AND A T
 MP0564'INTERSECTION IN FENCE LINE.  GO THROUGH THE GATE THAT IS
 MP0564'JUST WEST OF THE T INTERSECTION IN FENCE LINE AND FOLLOW
 MP0564'FENCE LINE NORTH-NORTHEAST TO THE TOP OF A RIDGE.  THENCE
 MP0564'LEFT AND PICK WAY TO THE HIGHEST POINT AND STATION.  A JEEP DRIVE
 MP0564'OR A THIRTY-MINUTE PACK WITHOUT.
 MP0564
 MP0564                          STATION RECOVERY (1959)
 MP0564
 MP0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0564'RECOVERED.
 MP0564'
 MP0564'STATION MARK--STANDARD USC AND GS DISK, IN ROCK, STAMPED
 MP0564'---ENCAMPMENT 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0431 ***********************************************************************
 OV0431  DESIGNATION -  ENOCH
 OV0431  PID         -  OV0431
 OV0431  STATE/COUNTY-  WY/NATRONA
 OV0431  USGS QUAD   -  WALTMAN (1952)
 OV0431
 OV0431                         *CURRENT SURVEY CONTROL
 OV0431  ___________________________________________________________________
 OV0431* NAD 83(1993)-  43 06 05.68229(N)    107 09 50.81551(W)     ADJUSTED  
 OV0431* NAVD 88     -      1936.     (meters)    6352.     (feet)  SCALED    
 OV0431  ___________________________________________________________________
 OV0431  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 OV0431  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 OV0431
 OV0431  HORZ ORDER  -  THIRD
 OV0431
 OV0431.The horizontal coordinates were established by classical geodetic methods
 OV0431.and adjusted by the National Geodetic Survey in January 1997..
 OV0431
 OV0431.The orthometric height was scaled from a topographic map.
 OV0431
 OV0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0431
 OV0431.The geoid height was determined by GEOID03.
 OV0431
 OV0431;                    North         East     Units Scale Factor Converg.
 OV0431;SPC WYEC     -   388,951.696   413,774.581   MT  0.99993983   +0 06 56.3
 OV0431;UTM  13      - 4,774,368.091   323,894.527   MT  0.99998153   -1 28 44.8
 OV0431
 OV0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0431!SPC WYEC     -   0.99969856  x   0.99993983  =   0.99963841
 OV0431!UTM  13      -   0.99969856  x   0.99998153  =   0.99968010
 OV0431
 OV0431:                Primary Azimuth Mark                     Grid Az
 OV0431:SPC WYEC     -  RESERVOIR                                237 41 25.5
 OV0431:UTM  13      -  RESERVOIR                                239 17 06.6
 OV0431
 OV0431|---------------------------------------------------------------------|
 OV0431| PID    Reference Object                     Distance      Geod. Az  |
 OV0431|                                                           dddmmss.s |
 OV0431| OV0437 RESERVOIR                           APPROX.11.3 KM 2374821.8 |
 OV0431|---------------------------------------------------------------------|
 OV0431
 OV0431                          SUPERSEDED SURVEY CONTROL
 OV0431
 OV0431  NAD 83(1986)-  43 06 05.66040(N)    107 09 50.80117(W) AD(       ) 3
 OV0431
 OV0431.Superseded values are not recommended for survey control.
 OV0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0431.See file dsdata.txt to determine how the superseded data were derived.
 OV0431
 OV0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH2389574368(NAD 83)
 OV0431_MARKER: DD = SURVEY DISK
 OV0431_SETTING: 66 = SET IN ROCK OUTCROP
 OV0431_SP_SET: SET IN ROCK OUTCROP
 OV0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0431+STABILITY: POSITION/ELEVATION WELL
 OV0431
 OV0431  HISTORY     - Date     Condition        Report By
 OV0431  HISTORY     - 1905     MONUMENTED       USGS
 OV0431  HISTORY     - 1952     MARK NOT FOUND   USGS
 OV0431
 OV0431                          STATION DESCRIPTION
 OV0431
 OV0431'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OV0431'ON A BADLAND HILL ON DIVIDE BETWEEN KEG SPRINGS CREEK AND JACK POT
 OV0431'FORK OF POWDER RIVER ABOUT 5 MI. NW. OF KEG SPRINGS STATION, 7 MI.
 OV0431'E. OF WALTON AND 5 MI. N. OF THE RESERVOIR AT THE HEAD OF KEG SPRINGS
 OV0431'CREEK.  THE SIGNAL IS IN VIEW OF THE CASPER-LANDER ROAD FOR A LONG
 OV0431'DISTANCE.  THE ROAD FROM THE SPRINGS STAGE STATION TO JACK POT
 OV0431'RANCH CROSSES DIVIDE ABOUT 3 MI. W. OF SIGNAL.
 OV0431'
 OV0431'NOT FOUND.
 OV0431'
 OV0431'STATION MARK--A BRONZE TABLET, CEMENTED INTO A SOLID ROCK UNDER A
 OV0431'SMALL ROCK MONUMENT AND A QUADRIPOD SIGNAL.
 OV0431'
 OV0431'REFERENCE MARK--A CHISELED SQUARE ON THE BROWN ROCK LEDGE EXTENDING
 OV0431'E. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0306 ***********************************************************************
 OW0306  DESIGNATION -  ENOS 2
 OW0306  PID         -  OW0306
 OW0306  STATE/COUNTY-  WY/HOT SPRINGS
 OW0306  USGS QUAD   -  SOAPY DALE PEAK (1991)
 OW0306
 OW0306                         *CURRENT SURVEY CONTROL
 OW0306  ___________________________________________________________________
 OW0306* NAD 83(1993)-  43 53 30.27498(N)    108 57 35.31817(W)     ADJUSTED  
 OW0306* NAVD 88     -      2672.7    (meters)    8769.     (feet)  VERTCON   
 OW0306  ___________________________________________________________________
 OW0306  LAPLACE CORR-         -18.38  (seconds)                    DEFLEC99
 OW0306  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 OW0306
 OW0306  HORZ ORDER  -  THIRD
 OW0306
 OW0306.The horizontal coordinates were established by classical geodetic methods
 OW0306.and adjusted by the National Geodetic Survey in January 1997..
 OW0306
 OW0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0306
 OW0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0306
 OW0306.The geoid height was determined by GEOID03.
 OW0306
 OW0306;                    North         East     Units Scale Factor Converg.
 OW0306;SPC WYWC     -   376,742.913   583,142.375   MT  0.99994099   -0 08 43.7
 OW0306;UTM  12      - 4,861,872.246   663,868.887   MT  0.99993029   +1 24 53.2
 OW0306
 OW0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0306!SPC WYWC     -   0.99958265  x   0.99994099  =   0.99952366
 OW0306!UTM  12      -   0.99958265  x   0.99993029  =   0.99951297
 OW0306
 OW0306:                Primary Azimuth Mark                     Grid Az
 OW0306:SPC WYWC     -  DIPPER                                   088 54 07.4
 OW0306:UTM  12      -  DIPPER                                   087 20 30.5
 OW0306
 OW0306|---------------------------------------------------------------------|
 OW0306| PID    Reference Object                     Distance      Geod. Az  |
 OW0306|                                                           dddmmss.s |
 OW0306| OW0305 DIPPER                              APPROX. 5.9 KM 0884523.7 |
 OW0306|---------------------------------------------------------------------|
 OW0306
 OW0306                          SUPERSEDED SURVEY CONTROL
 OW0306
 OW0306  NAD 83(1986)-  43 53 30.26453(N)    108 57 35.31086(W) AD(       ) 3
 OW0306  NAD 27      -  43 53 30.43006(N)    108 57 32.83660(W) AD(       ) 3
 OW0306  NGVD 29 (07/19/86) 2671.4    (m)         8764.     (f) VERT ANG       
 OW0306
 OW0306.Superseded values are not recommended for survey control.
 OW0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0306.See file dsdata.txt to determine how the superseded data were derived.
 OW0306
 OW0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6386961872(NAD 83)
 OW0306
 OW0306  HISTORY     - Date     Condition        Report By
 OW0306  HISTORY     - UNK      MONUMENTED
 OW0306  HISTORY     - 1954     SEE DESCRIPTION  USGS
 OW0306
 OW0306                          STATION DESCRIPTION
 OW0306
 OW0306'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0306'LOCATED APPROXIMATELY 19 MI. AIR SSW. OF MEETEETSE, WYOMING AT THE
 OW0306'HEAD OF ENOS CREEK, ON A DOUBLETOPPED HILL, HEAVILY TIMBERED ON N.
 OW0306'SIDE AT THE HEAD OF THE DIVIDE BETWEEN ENOS CREEK AND GRASS CREEK, IN
 OW0306'SEC.3, T. 45 N., R. 101 W.  THE STATION IS LOCATED ON THE MOST
 OW0306'SOUTHERLY TOP OF THE HILL.
 OW0306'
 OW0306'TO REACH FROM THE POST OFFICE AT MEETEETSE, GO SE. ON STATE HIGHWAY
 OW0306'120 FOR 16.5 MI. THEN RIGHT SW. ON GRADED, GRAVELED RD. FOR 5.3 MI.
 OW0306'TO THE L.U. SHEEP COMPANY STORE, GO LEFT 3.4 MI. S. OF RD., WHICH
 OW0306'CLOSELY FOLLOWS ENOS CREEK TO A FOURWAY INTERSECTION OF RDS., GO RIGHT
 OW0306'WSW. ROAD ALONG ENOS CREEK FOR 11.0 MI. TO A DIM TRACK RD.
 OW0306'Y-INTERSECTION AT A POINT WHERE THE MAIN RD. LEAVES ENOS CREEK AND
 OW0306'TURNS N. ACROSS THE DIVIDE.  TAKE DIM TRACK RD. TO LEFT W. FOR 1.3 MI.
 OW0306'TO THE OLD SITE OF A SAWMILL NEAR HEAD OF ENOS CREEK, WALK ALONG AN
 OW0306'OLD LOGGING TRAIL WHICH TRAVERSES A LOW WELL TIMBERED RIDGE, SW. TO
 OW0306'THE TOP OF THE DIVIDE, THENCE WSW. ALONG CREST OF DIVIDE  TO DOUBLE
 OW0306'TOPPED HILL AND STATION .  DISTANCE ON FOOT TO STATION IS
 OW0306'APPROXIMATELY 1 1/4 MI.
 OW0306'
 OW0306'THIS IS THE SITE OF THE OLD USGS STATION ENOS ESTABLISHED BY R.B.
 OW0306'ROBERTSON IN 1904-05 AND DESCRIBED.  A DUG IN BOULDER
 OW0306'WITH DRILL HOLE WAS FOUND NEAR THE REMAINS OF AN OLD SIGNAL. THE
 OW0306'TABLET MENTIONED IN THE DESCRIPTION WAS NOT FOUND, BUT THE ROCK WITH
 OW0306'DRILL HOLE PROBABLY WAS THE STATION LOCATION.  THE ROCK WAS IN STABLE
 OW0306'CONDITION AND THE NEW STATION MARK TABLET WAS CEMENTED IN THE OLD
 OW0306'DRILL HOLE.
 OW0306'
 OW0306'STATION MARK - STANDARD TABLET STAMPED ---ENOS 2 1954 8766---
 OW0306'CEMENTED IN ROCK FLUSH WITH THE GROUND.
 OW0306'
 OW0306'REFERENCE MARK NO.1 - STANDARD TABLET STAMPED ---ENOS 2 1954 R.M. 1---
 OW0306'CEMENTED IN ROCK 13.62 FT., S 68 DEG 07 MIN E.
 OW0306'
 OW0306'REFERENCE MARK NO.2 - 60-D NAIL DRIVEN INTO BASE OF 10-IN. PINE TREE,
 OW0306'63.52 FT., N 13 DEG 40 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1114 ***********************************************************************
 PY1114  DESIGNATION -  EQ
 PY1114  PID         -  PY1114
 PY1114  STATE/COUNTY-  WY/PARK
 PY1114  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY1114
 PY1114                         *CURRENT SURVEY CONTROL
 PY1114  ___________________________________________________________________
 PY1114* NAD 83(1986)-  44 42 49.     (N)    110 44 03.     (W)     SCALED    
 PY1114* NAVD 88     -      2270.876  (meters)    7450.37   (feet)  ADJUSTED  
 PY1114  ___________________________________________________________________
 PY1114  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 PY1114  DYNAMIC HT  -        2269.488 (meters)    7445.81  (feet)  COMP
 PY1114  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 PY1114
 PY1114  VERT ORDER  -  FIRST     CLASS II
 PY1114
 PY1114.The horizontal coordinates were scaled from a topographic map and have
 PY1114.an estimated accuracy of +/- 6 seconds.
 PY1114
 PY1114.The orthometric height was determined by differential leveling
 PY1114.and adjusted by the National Geodetic Survey in June 1991..
 PY1114
 PY1114.The geoid height was determined by GEOID03.
 PY1114
 PY1114.The dynamic height is computed by dividing the NAVD 88
 PY1114.geopotential number by the normal gravity value computed on the
 PY1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1114.degrees latitude (g = 980.6199 gals.).
 PY1114
 PY1114.The modeled gravity was interpolated from observed gravity values.
 PY1114
 PY1114;                    North         East    Units  Estimated Accuracy
 PY1114;SPC WYWC     -   469,960.      442,790.      MT  (+/- 180 meters Scaled)
 PY1114
 PY1114                          SUPERSEDED SURVEY CONTROL
 PY1114
 PY1114.No superseded survey control is available for this station.
 PY1114
 PY1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ210511(NAD 83)
 PY1114_MARKER: DB = BENCH MARK DISK
 PY1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1114_SP_SET: CONCRETE POST
 PY1114_STAMPING: 591+6617 591+5793BK BM EQ ELEV PST
 PY1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1114+STABILITY: SURFACE MOTION
 PY1114
 PY1114  HISTORY     - Date     Condition        Report By
 PY1114  HISTORY     - 1977     MONUMENTED       BPR
 PY1114
 PY1114                          STATION DESCRIPTION
 PY1114
 PY1114'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1977
 PY1114'4.0 KM (2.50 MI) SW FROM NORRIS JUNCTION.
 PY1114'NORRIS JUNCTION, THE MAJOR CROSS ROADS, 2.5 MILES SOUTHWEST OF, ALONG
 PY1114'ASPHALT ROAD TOWARD MADISON JUNCTION, ABOUT .25 MILES SOUTHWEST OF
 PY1114'THE SOUTHWEST END OF ELK PARK, 35 FEET SOUTHEAST OF THE CENTERLINE
 PY1114'AND ABOUT LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE POST
 PY1114'PROJECTING .1 FEET UP, A US BUREAU OF PUBLIC ROADS BRASS DISK STAMPED
 PY1114'591+6617 591+5793BK BM EQ ELEV PST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0281 ***********************************************************************
 OW0281  DESIGNATION -  EROSION
 OW0281  PID         -  OW0281
 OW0281  STATE/COUNTY-  WY/FREMONT
 OW0281  USGS QUAD   -  PAVILLION SE (1978)
 OW0281
 OW0281                         *CURRENT SURVEY CONTROL
 OW0281  ___________________________________________________________________
 OW0281* NAD 83(1993)-  43 04 26.98948(N)    108 30 53.83146(W)     ADJUSTED  
 OW0281* NAVD 88     -      1660.3    (meters)    5447.     (feet)  VERTCON   
 OW0281  ___________________________________________________________________
 OW0281  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 OW0281  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 OW0281
 OW0281  HORZ ORDER  -  THIRD
 OW0281
 OW0281.The horizontal coordinates were established by classical geodetic methods
 OW0281.and adjusted by the National Geodetic Survey in January 1997..
 OW0281
 OW0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0281
 OW0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0281
 OW0281.The geoid height was determined by GEOID03.
 OW0281
 OW0281;                    North         East     Units Scale Factor Converg.
 OW0281;SPC WYWC     -   285,919.185   619,141.685   MT  0.99994201   +0 09 37.9
 OW0281;UTM  12      - 4,772,047.920   702,312.652   MT  1.00010354   +1 41 51.8
 OW0281
 OW0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0281!SPC WYWC     -   0.99974184  x   0.99994201  =   0.99968386
 OW0281!UTM  12      -   0.99974184  x   1.00010354  =   0.99984535
 OW0281
 OW0281:                Primary Azimuth Mark                     Grid Az
 OW0281:SPC WYWC     -  PEBBLE                                   068 30 21.5
 OW0281:UTM  12      -  PEBBLE                                   066 58 07.6
 OW0281
 OW0281|---------------------------------------------------------------------|
 OW0281| PID    Reference Object                     Distance      Geod. Az  |
 OW0281|                                                           dddmmss.s |
 OW0281| OW0267 PEBBLE                              APPROX. 2.7 KM 0683959.4 |
 OW0281| CP5333 EROSION RM 1                          9.462 METERS 21715     |
 OW0281| CP5334 EROSION RM 2                         10.321 METERS 32721     |
 OW0281|---------------------------------------------------------------------|
 OW0281
 OW0281                          SUPERSEDED SURVEY CONTROL
 OW0281
 OW0281  NAD 83(1986)-  43 04 26.97833(N)    108 30 53.83578(W) AD(       ) 3
 OW0281  NAD 27      -  43 04 27.12500(N)    108 30 51.44000(W) AD(       ) 3
 OW0281  NGVD 29 (11/06/89) 1659.3    (m)         5444.     (f) VERT ANG       
 OW0281
 OW0281.Superseded values are not recommended for survey control.
 OW0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0281.See file dsdata.txt to determine how the superseded data were derived.
 OW0281
 OW0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0231372048(NAD 83)
 OW0281_MARKER: DS = TRIANGULATION STATION DISK
 OW0281_SETTING: 80 = SET IN A BOULDER
 OW0281_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OW0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0281
 OW0281  HISTORY     - Date     Condition        Report By
 OW0281  HISTORY     - 1936     MONUMENTED       CGS
 OW0281  HISTORY     - 1944     GOOD             LOCENG
 OW0281  HISTORY     - 1948     GOOD             USGS
 OW0281  HISTORY     - 1964     GOOD             CGS
 OW0281  HISTORY     - 1979     GOOD             NGS
 OW0281
 OW0281                          STATION DESCRIPTION
 OW0281
 OW0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0281'ABOUT 9 MILES NORTHWEST OF RIVERTON, 2 MILES NORTHEAST OF WIND
 OW0281'RIVER, 3/4 MILE SOUTHWEST OF U.S. HIGHWAY 287 AT POINT 1 MILE
 OW0281'NORTHWEST OF HIGHWAY SUMMIT, ON NORTHWEST END OF LOW BARREN
 OW0281'SPUR RIDGE IN BADLANDS NORTHEAST OF WIND RIVER, AND AT SOUTHWEST
 OW0281'EDGE OF MESA OVERLOOKING WIND RIVER VALLEY.  TO REACH FROM
 OW0281'RIVERTON, FOLLOW U.S. HIGHWAY 287 NORTHERLY 7.0 MILES FROM
 OW0281'ITS JUNCTION WITH U.S. HIGHWAY 320 TO ROAD SUMMIT WHERE GRAVEL
 OW0281'ROAD TURNS RIGHT TOWARDS STATION PEBBLE.  CONTINUE NORTHWEST
 OW0281'ON HIGHWAY AND AT 8.0 MILES TURN LEFT DOWN DIRT BANK IN DITCH
 OW0281'30 FEET WEST OF 2-FOOT PIPE CULVERT, AND GO SOUTH-SOUTHWEST
 OW0281'ACROSS COUNTRY.  AT 8.4 MILES REACH EDGE OF BADLANDS, TURN LEFT
 OW0281'AND GO EAST AND SOUTHEAST 0.2 MILE TO EAST EDGE OF ERODED AREA
 OW0281'AND EDGE OF MESA.  TURN RIGHT AND GO WEST ALONG SADDLE TO
 OW0281'WEST END OF RIDGE 0.2 MILE TO STATION.  STATION MARKED BY
 OW0281'STANDARD DISK IN BOULDER.  REFERENCE MARKS ARE
 OW0281'STANDARD DISKS IN BURIED BOULDERS WHICH PROJECT SEVERAL
 OW0281'INCHES ABOVE GROUND.  NO. 1 IS 9.462 METERS (31.04
 OW0281'FEET) SOUTHWEST OF STATION S 37 DEG 15 MIN W.  AND
 OW0281'NO. 2 IS 10.321 METERS (33.86 FEET) NORTHWEST N 32 DEG 39 MIN W.
 OW0281'DISTANCE BETWEEN REFERENCE MARKS IS 16.223 METERS
 OW0281'(53.23 FEET).  STATION PEBBLE
 OW0281'MAY BE USED AS AN AZIMUTH MARK.
 OW0281
 OW0281                          STATION RECOVERY (1944)
 OW0281
 OW0281'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (COS)
 OW0281'RECOVERED BY THE CARTER OIL CO.
 OW0281'
 OW0281'DESCRIPTION IS SATISFACTORY.  CONDITION OF MARK IS GOOD.
 OW0281
 OW0281                          STATION RECOVERY (1948)
 OW0281
 OW0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OW0281'LOCATED ABOUT 7 MI. NW. OF RIVERTON, 2 MI. NE. OF WIND RIVER, 0.5 MI.
 OW0281'SW. OF STATE HIGHWAY 287 AT POINT 1 MI. NW. OF HIGHWAY SUMMIT, ON NW.
 OW0281'END OF LOW BARREN SPUR RIDGE IN BADLANDS NE. OF WIND RIVER.  LOCATED
 OW0281'IN SECTION 10, T 1 N, R 3 E.
 OW0281'
 OW0281'TO REACH FROM RIVERTON, FOLLOW STATE HIGHWAY 287 NW. TO RD. SUMMIT
 OW0281'WHERE TRACK RD. TURNS RIGHT TO STATION --PEBBLE--, CONTINUE NW. ON
 OW0281'STATE HIGHWAY A TOTAL DISTANCE OF 6.7 MI. (1.5 MI. FROM PEBBLE ROAD)
 OW0281'TO GRADED RD. INTERSECTION ON N. AND TRACK RD. ON S.  --8-MILE
 OW0281'ROAD-- SIGN INDICATES THE INTERSECTION.  TURN LEFT ON TRACK RD. AND
 OW0281'GO S. 0.3 MI. TO EDGE OF MESA AND BEGINNING OF ERODED AREA, TURN LEFT
 OW0281'AND DRIVE SOUTHEASTERLY ALONG RIM OF ERODED AREA 0.8 MI., TURN RIGHT
 OW0281'AND GO W. ALONG SADDLE TO W. END OF SPUR RIDGE, 0.2 MI. TO STATION.
 OW0281'
 OW0281'TO REACH FROM POST OFFICE, KINNEAR, WYOMING, DRIVE 8.7 MI. SE. ALONG
 OW0281'STATE HIGHWAY 287 TO ABOVE DESCRIBED RD. INTERSECTION AND PROCEED AS
 OW0281'DIRECTED.
 OW0281'
 OW0281'STATION MARK--STANDARD USC AND GS DISK STAMPED---EROSION 1936--- AND
 OW0281'SET IN TOP OF A BURIED BOULDER PROJECTING 0.3 FT. ABOVE GROUND.
 OW0281'
 OW0281'REFERENCE MARKS--STANDARD USC AND GS REFERENCE DISKS SET IN TOPS OF
 OW0281'BURIED BOULDERS WHICH PROJECT 0.3 FT. ABOVE GROUND.
 OW0281'
 OW0281'REFERENCE MARK NO. 1--STAMPED---EROSION NO. 1 1936--- AND IS 31.03
 OW0281'FT. SW. OF STATION, N 37 DEGREES 15 MINUTES, NE.
 OW0281'
 OW0281'REFERENCE MARK NO. 2--STAMPED---EROSION NO. 2 1936--- AND IS 33.95
 OW0281'FT. NW. OF STATION, N 32 DEGREES 39 MINUTES, SE.
 OW0281
 OW0281                          STATION RECOVERY (1964)
 OW0281
 OW0281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 OW0281'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OW0281'CONDITION.  A NEW TO REACH IS AS FOLLOWS--FROM THE TETON
 OW0281'HOTEL AT THE INTERSECTION OF U.S. HIGHWAY 26 AND 3RD ROAD, NEAR
 OW0281'THE CENTER OF RIVERTON, WYOMING, GO WEST ON U.S. HIGHWAY 26 FOR
 OW0281'8.0 MILES TO THE T-JUNCTION OF EIGHT MILE ROAD NORTH AND A
 OW0281'TRACK ROAD LEADING SOUTH.  TURN LEFT, SOUTH, ON TRACK ROAD AND
 OW0281'GO 1.0 MILES FOLLOWING TRACK ROAD ALONG NORTH EDGE OF BADLANDS.
 OW0281'TURN RIGHT, SOUTHWEST, CROSSING LOW SADDLE, AND GO 0.2 MILES
 OW0281'TO STATION ON THE WEST END OF LOW SAGE BRUSH COVERED RIDGE AND
 OW0281'STATION AS DESCRIBED.
 OW0281
 OW0281                          STATION RECOVERY (1979)
 OW0281
 OW0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 OW0281'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  NEW TO REACH
 OW0281'AS FOLLOWS--
 OW0281'
 OW0281'TO REACH THE STATION FROM THE POST OFFICE IN RIVERTON PROCEED WEST
 OW0281'ON U.S. HIGHWAY 26 FOR 7.5 MILES TO A DIRT ROAD ON THE LEFT.  TURN
 OW0281'LEFT AND CONTINUE FOR 0.7 MILE ON A GRAVEL ROAD TO A NO
 OW0281'TRESPASSING SIGN, THEN WALK 350 FEET WEST-SOUTHWEST TO THE STATION
 OW0281'AND REFERENCE MARKS ATOP A SMALL KNOLL.
 OW0281'
 OW0281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES NORTHWEST
 OW0281'OF RIVERTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0406 ***********************************************************************
 OW0406  DESIGNATION -  ERVA
 OW0406  PID         -  OW0406
 OW0406  STATE/COUNTY-  WY/FREMONT
 OW0406  USGS QUAD   -  LOOKOUT BUTTE SW (1978)
 OW0406
 OW0406                         *CURRENT SURVEY CONTROL
 OW0406  ___________________________________________________________________
 OW0406* NAD 83(1993)-  43 19 58.91563(N)    108 53 10.70606(W)     ADJUSTED  
 OW0406* NAVD 88     -      1915.4    (meters)    6284.     (feet)  VERTCON   
 OW0406  ___________________________________________________________________
 OW0406  LAPLACE CORR-         -13.04  (seconds)                    DEFLEC99
 OW0406  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 OW0406
 OW0406  HORZ ORDER  -  THIRD
 OW0406
 OW0406.The horizontal coordinates were established by classical geodetic methods
 OW0406.and adjusted by the National Geodetic Survey in January 1997..
 OW0406
 OW0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0406
 OW0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0406
 OW0406.The geoid height was determined by GEOID03.
 OW0406
 OW0406;                    North         East     Units Scale Factor Converg.
 OW0406;SPC WYWC     -   314,659.019   588,946.282   MT  0.99993900   -0 05 36.7
 OW0406;UTM  12      - 4,799,968.011   671,352.550   MT  0.99996119   +1 27 03.1
 OW0406
 OW0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0406!SPC WYWC     -   0.99970154  x   0.99993900  =   0.99964056
 OW0406!UTM  12      -   0.99970154  x   0.99996119  =   0.99966274
 OW0406
 OW0406:                Primary Azimuth Mark                     Grid Az
 OW0406:SPC WYWC     -  ANTS                                     079 53 31.6
 OW0406:UTM  12      -  ANTS                                     078 20 51.8
 OW0406
 OW0406|---------------------------------------------------------------------|
 OW0406| PID    Reference Object                     Distance      Geod. Az  |
 OW0406|                                                           dddmmss.s |
 OW0406| OW0293 ANTS                                APPROX. 8.4 KM 0794754.9 |
 OW0406|---------------------------------------------------------------------|
 OW0406
 OW0406                          SUPERSEDED SURVEY CONTROL
 OW0406
 OW0406  NAD 83(1986)-  43 19 58.90499(N)    108 53 10.70582(W) AD(       ) 3
 OW0406  NGVD 29 (11/06/89) 1914.3    (m)         6280.     (f) VERT ANG       
 OW0406
 OW0406.Superseded values are not recommended for survey control.
 OW0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0406.See file dsdata.txt to determine how the superseded data were derived.
 OW0406
 OW0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7135399968(NAD 83)
 OW0406_MARKER: DS = TRIANGULATION STATION DISK
 OW0406_SETTING: 0 = UNSPECIFIED SETTING
 OW0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0406
 OW0406  HISTORY     - Date     Condition        Report By
 OW0406  HISTORY     - 1948     MONUMENTED       USGS
 OW0406
 OW0406                          STATION DESCRIPTION
 OW0406
 OW0406'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0406'STATION IS LOCATED ABOUT 10.6 MI. NW. OF MORTON POST OFFICE, ABOUT 8.4
 OW0406'MI. NE. OF DIVERSION DAM, ON SMALL TOP 0.7 MI. E. OF PAVED MAVERICK
 OW0406'SPRINGS RD.  LOCATED IN SEC. 9, T 4 N, R 1 W.
 OW0406'
 OW0406'TO REACH FROM PAVED T-INTERSECTION OF STATE HIGHWAY 287 WITH
 OW0406'MAVERICK SPRINGS RD. (AT B-A OIL CO. BUILDINGS AND DERRICKS), GO N.
 OW0406'ON MAVERICK SPRINGS RD. 6.8 MI. TO DIRT FORK LEFT AND SMALL CONICAL
 OW0406'(ROCK TOPPED) BUTTE ON LEFT, CONTINUE N. ALONG PAVED RD. 0.5 MI.,
 OW0406'TURN RIGHT, ACROSS COUNTRY, AND DRIVE 0.7 MI. E. TO TOP OF HIGHEST
 OW0406'POINT IN VICINITY AND STATION.
 OW0406'
 OW0406'STATION MARK--STANDARD USGS TABLET STAMPED---ERVA 1948 TJW---, SET
 OW0406'IN CONCRETE MONUMENT PROJECTING 0.2 FT. ABOVE GROUND.
 OW0406'
 OW0406'REFERENCE MARKS--STANDARD USGS REFERENCE TABLETS SET IN CONCRETE
 OW0406'MONUMENTS PROJECTING 0.1 FT. ABOVE GROUND.
 OW0406'
 OW0406'REFERENCE MARK NO. 1--STAMPED---ERVA NO. 1 1948 TJW---, 25.33 FT. E.
 OW0406'OF STATION, N 83 DEGREES 58 MINUTES, SW.
 OW0406'
 OW0406'REFERENCE MARK NO. 2--STAMPED---ERVA NO. 2 1948 TJW---, 35.22 FT. S.
 OW0406'OF STATION, N 12 DEGREES 56 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0407 ***********************************************************************
 OU0407  DESIGNATION -  ESAU
 OU0407  PID         -  OU0407
 OU0407  STATE/COUNTY-  WY/CONVERSE
 OU0407  USGS QUAD   -  IRETON DRAW (1970)
 OU0407
 OU0407                         *CURRENT SURVEY CONTROL
 OU0407  ___________________________________________________________________
 OU0407* NAD 83(1993)-  43 08 48.65326(N)    105 10 13.54581(W)     ADJUSTED  
 OU0407* NAVD 88     -      1488.7    (meters)    4884.     (feet)  VERTCON   
 OU0407  ___________________________________________________________________
 OU0407  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 OU0407  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 OU0407
 OU0407  HORZ ORDER  -  FIRST
 OU0407
 OU0407.The horizontal coordinates were established by classical geodetic methods
 OU0407.and adjusted by the National Geodetic Survey in January 1997..
 OU0407
 OU0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0407
 OU0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0407
 OU0407.The geoid height was determined by GEOID03.
 OU0407
 OU0407;                    North         East     Units Scale Factor Converg.
 OU0407;SPC WY E     -   293,966.736   199,693.935   MT  0.99993750   -0 00 09.3
 OU0407;UTM  13      - 4,777,136.336   486,141.707   MT  0.99960236   -0 06 59.6
 OU0407
 OU0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0407!SPC WY E     -   0.99976898  x   0.99993750  =   0.99970649
 OU0407!UTM  13      -   0.99976898  x   0.99960236  =   0.99937143
 OU0407
 OU0407|---------------------------------------------------------------------|
 OU0407| PID    Reference Object                     Distance      Geod. Az  |
 OU0407|                                                           dddmmss.s |
 OU0407| CQ3692 ESAU RM 1                            24.726 METERS 18334     |
 OU0407| CQ3691 ESAU AZ MK                                         2670842.9 |
 OU0407| CQ3693 ESAU RM 2                            22.260 METERS 27049     |
 OU0407|---------------------------------------------------------------------|
 OU0407
 OU0407                          SUPERSEDED SURVEY CONTROL
 OU0407
 OU0407  NAD 83(1986)-  43 08 48.63170(N)    105 10 13.52864(W) AD(       ) 1
 OU0407  NAD 27      -  43 08 48.74900(N)    105 10 11.61500(W) AD(       ) 1
 OU0407  NGVD 29 (07/19/86) 1487.9    (m)         4882.     (f) VERT ANG       
 OU0407
 OU0407.Superseded values are not recommended for survey control.
 OU0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0407.See file dsdata.txt to determine how the superseded data were derived.
 OU0407
 OU0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8614277136(NAD 83)
 OU0407_MARKER: DS = TRIANGULATION STATION DISK
 OU0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0407
 OU0407  HISTORY     - Date     Condition        Report By
 OU0407  HISTORY     - 1955     MONUMENTED       CGS
 OU0407  HISTORY     - 1963     GOOD             USFS
 OU0407
 OU0407                          STATION DESCRIPTION
 OU0407
 OU0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0407'THE STATION IS LOCATED IN GRASSY PASTURE LAND ABOUT 28 MILES
 OU0407'NORTH NORTHEAST OF DOUGLAS, ABOUT 7 MILES SOUTHEAST OF BILL,
 OU0407'ABOUT 2 MILES NORTH OF BOX CREEK, 94 FEET NORTHEAST OF A
 OU0407'FENCE CORNER AND ON THE HIGHEST GROUND IN THE IMMEDIATE VICINITY.
 OU0407'
 OU0407'TO REACH FROM THE POST OFFICE AT BILL.  GO SOUTH ON STATE
 OU0407'HIGHWAY NUMBER 59 FOR 6.0 MILES.  TURN LEFT, ONTO A DIRT
 OU0407'ROAD, CROSS OVER A CATTLE GUARD AND GO EAST FOR 1.9 MILES.
 OU0407'CONTINUE STRAIGHT AHEAD, EAST, FOR 2.0 MILES.  (THE AZIMUTH
 OU0407'MARK IS LOCATED AT THIS POINT) PASS THROUGH A CATTLE GUARD
 OU0407'AND GO EAST, ALONG THE SOUTH SIDE OF A WIRE FENCE, FOR 0.1
 OU0407'MILE.  TURN LEFT, PASS THROUGH A WIRE GATE, TURN RIGHT AND
 OU0407'FOLLOW TO THE NORTH OF A WIRE FENCE FOR 0.3 MILE TO A FENCE
 OU0407'INTERSECTION AND THE END OF TRUCK TRAVEL.  FROM THIS POINT
 OU0407'PACK NORTHEAST FOR 94 FEET TO THE HIGH GROUND AND THE
 OU0407'STATION.
 OU0407'
 OU0407'THE STATION IS A STANDARD DISK, STAMPED ESAU 1955, SET IN
 OU0407'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 OU0407'
 OU0407'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED ESAU
 OU0407'1955, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH
 OU0407'LIES ABOUT 40 INCHES BELOW THE SURFACE OF THE SOIL.
 OU0407'
 OU0407'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ESAU NO
 OU0407'1 1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 OU0407'6 INCHES.  IT IS LOCATED 1 FOOT NORTH OF A WIRE FENCE AND
 OU0407'5 FEET LOWER THAN THE STATION.
 OU0407'
 OU0407'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ESAU NO
 OU0407'2 1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 OU0407'6 INCHES.  IT IS LOCATED 1 FOOT EAST OF A WIRE FENCE AT ABOUT
 OU0407'THE SAME ELEVATION AS THE STATION.
 OU0407'
 OU0407'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ESAU 1955, SET
 OU0407'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 OU0407'IT IS LOCATED ABOUT 0.3 MILE WEST OF THE STATION, 141 FEET
 OU0407'NORTH OF THE CENTER OF A CATTLE GUARD, 26 FEET EAST OF THE
 OU0407'CENTER OF A TRACK ROAD, 1 FOOT WEST OF A WIRE FENCE AND 2
 OU0407'FEET NORTH OF A WHITE WITNESS POST.
 OU0407
 OU0407                          STATION RECOVERY (1963)
 OU0407
 OU0407'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 OU0407'STATION FOUND AS DESCRIBED.  ALL MARKS FOUND AND IN GOOD
 OU0407'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0292 ***********************************************************************
 NS0292  DESIGNATION -  ESSEX
 NS0292  PID         -  NS0292
 NS0292  STATE/COUNTY-  WY/SWEETWATER
 NS0292  USGS QUAD   -  ESSEX MOUNTAIN (1986)
 NS0292
 NS0292                         *CURRENT SURVEY CONTROL
 NS0292  ___________________________________________________________________
 NS0292* NAD 83(1993)-  42 03 19.65713(N)    109 06 55.07350(W)     ADJUSTED  
 NS0292* NAVD 88     -      2453.5    (meters)    8050.     (feet)  VERTCON   
 NS0292  ___________________________________________________________________
 NS0292  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 NS0292  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 NS0292
 NS0292  HORZ ORDER  -  THIRD
 NS0292
 NS0292.The horizontal coordinates were established by classical geodetic methods
 NS0292.and adjusted by the National Geodetic Survey in January 1997..
 NS0292
 NS0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0292
 NS0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0292
 NS0292.The geoid height was determined by GEOID03.
 NS0292
 NS0292;                    North         East     Units Scale Factor Converg.
 NS0292;SPC WYWC     -   172,802.088   569,762.929   MT  0.99994875   -0 14 40.9
 NS0292;UTM  12      - 4,657,652.437   655,953.852   MT  0.99989928   +1 15 45.8
 NS0292
 NS0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0292!SPC WYWC     -   0.99961752  x   0.99994875  =   0.99956629
 NS0292!UTM  12      -   0.99961752  x   0.99989928  =   0.99951684
 NS0292
 NS0292:                Primary Azimuth Mark                     Grid Az
 NS0292:SPC WYWC     -  BLOODY                                   317 02 05.6
 NS0292:UTM  12      -  BLOODY                                   315 31 38.9
 NS0292
 NS0292|---------------------------------------------------------------------|
 NS0292| PID    Reference Object                     Distance      Geod. Az  |
 NS0292|                                                           dddmmss.s |
 NS0292| NS0293 BLOODY                              APPROX.11.5 KM 3164724.7 |
 NS0292|---------------------------------------------------------------------|
 NS0292
 NS0292                          SUPERSEDED SURVEY CONTROL
 NS0292
 NS0292  NAD 83(1986)-  42 03 19.64175(N)    109 06 55.06819(W) AD(       ) 3
 NS0292  NAD 27      -  42 03 19.78548(N)    109 06 52.62708(W) AD(       ) 3
 NS0292  NGVD 29 (07/19/86) 2452.1    (m)         8045.     (f) VERT ANG       
 NS0292
 NS0292.Superseded values are not recommended for survey control.
 NS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0292.See file dsdata.txt to determine how the superseded data were derived.
 NS0292
 NS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM5595457652(NAD 83)
 NS0292_MARKER: DD = SURVEY DISK
 NS0292_SETTING: 66 = SET IN ROCK OUTCROP
 NS0292_SP_SET: SET IN ROCK OUTCROP
 NS0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0292+STABILITY: POSITION/ELEVATION WELL
 NS0292
 NS0292  HISTORY     - Date     Condition        Report By
 NS0292  HISTORY     - 1957     MONUMENTED       USGS
 NS0292
 NS0292                          STATION DESCRIPTION
 NS0292
 NS0292'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NS0292'STATION IS LOCATED ABOUT 21.4 MI. -AIRLINE- NW. OF SUPERIOR, WYOMING,
 NS0292'AND 7.6 MI. -AIRLINE- NE. OF BOARS TUSK ON TOP OF SW. CORNER OF HIGH
 NS0292'MESA,
 NS0292'LOCATED IN T. 24 N.,R. 104 W. LOCATED ABOUT 90 FT. N. OF S. RIM.
 NS0292'
 NS0292'STATION REACHED VIA HELICOPTER.
 NS0292'
 NS0292'STATION MARK - STANDARD TABLET SET IN TOP OF A SMALL ROCK PROJECTING
 NS0292'0.5 FT. ABOVE GROUND, STAMPED ---ESSEX - 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0615 ***********************************************************************
 NQ0615  DESIGNATION -  ESTERBROOK LOOKOUT TOWER TOP
 NQ0615  PID         -  NQ0615
 NQ0615  STATE/COUNTY-  WY/ALBANY
 NQ0615  USGS QUAD   -  ESTERBROOK (1992)
 NQ0615
 NQ0615                         *CURRENT SURVEY CONTROL
 NQ0615  ___________________________________________________________________
 NQ0615* NAD 83(1993)-  42 25 09.86524(N)    105 20 45.13820(W)     ADJUSTED  
 NQ0615* NAVD 88     -      2086.     (meters)    6844.     (feet)  SCALED    
 NQ0615  ___________________________________________________________________
 NQ0615  LAPLACE CORR-         -10.34  (seconds)                    DEFLEC99
 NQ0615  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 NQ0615
 NQ0615  HORZ ORDER  -  THIRD
 NQ0615
 NQ0615.The horizontal coordinates were established by classical geodetic methods
 NQ0615.and adjusted by the National Geodetic Survey in January 1997..
 NQ0615
 NQ0615.The orthometric height was scaled from a topographic map.
 NQ0615
 NQ0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0615
 NQ0615.The geoid height was determined by GEOID03.
 NQ0615
 NQ0615;                    North         East     Units Scale Factor Converg.
 NQ0615;SPC WY E     -   213,176.986   185,251.539   MT  0.99994018   -0 07 15.2
 NQ0615;UTM  13      - 4,696,402.148   471,544.575   MT  0.99960996   -0 13 59.9
 NQ0615
 NQ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0615!SPC WY E     -   0.99967498  x   0.99994018  =   0.99961518
 NQ0615!UTM  13      -   0.99967498  x   0.99960996  =   0.99928507
 NQ0615
 NQ0615:                Primary Azimuth Mark                     Grid Az
 NQ0615:SPC WY E     -  ELK                                      348 39 17.3
 NQ0615:UTM  13      -  ELK                                      348 46 02.0
 NQ0615
 NQ0615|---------------------------------------------------------------------|
 NQ0615| PID    Reference Object                     Distance      Geod. Az  |
 NQ0615|                                                           dddmmss.s |
 NQ0615| NQ0616 ELK                                 APPROX. 5.5 KM 3483202.1 |
 NQ0615|---------------------------------------------------------------------|
 NQ0615
 NQ0615                          SUPERSEDED SURVEY CONTROL
 NQ0615
 NQ0615  NAD 83(1986)-  42 25 09.84570(N)    105 20 45.12865(W) AD(       ) 3
 NQ0615  NAD 27      -  42 25 09.95900(N)    105 20 43.18900(W) AD(       ) 3
 NQ0615
 NQ0615.Superseded values are not recommended for survey control.
 NQ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0615.See file dsdata.txt to determine how the superseded data were derived.
 NQ0615
 NQ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG7154596402(NAD 83)
 NQ0615_MARKER: 57 = LOOKOUT TOWER
 NQ0615
 NQ0615  HISTORY     - Date     Condition        Report By
 NQ0615  HISTORY     - 1948     FIRST OBSERVED   CGS
 NQ0615
 NQ0615                          STATION DESCRIPTION
 NQ0615
 NQ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0615'LOCATED ABOUT 20 MILES SOUTH OF DOUGLAS AND 1 MILE NORTHEAST
 NQ0615'OF ESTERBROOK POST OFFICE.  STATION IS THE TOP AND CENTER OF
 NQ0615'THE STANDARD, WOODEN, U.S. FOREST SERVICE LOOKOUT TOWER WHICH
 NQ0615'IS ABOUT 40 FEET HIGH.  THERE IS AN ENCLOSED CAB AT THE TOP
 NQ0615'OF THE TOWER.  THE FINIAL OF THE ROOF WAS THE POINT OBSERVED
 NQ0615'ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0687 ***********************************************************************
 NQ0687  DESIGNATION -  ET 1 GT
 NQ0687  PID         -  NQ0687
 NQ0687  STATE/COUNTY-  WY/GOSHEN
 NQ0687  USGS QUAD   -  COTTIER (1990)
 NQ0687
 NQ0687                         *CURRENT SURVEY CONTROL
 NQ0687  ___________________________________________________________________
 NQ0687* NAD 83(1993)-  42 07 02.56804(N)    104 15 53.21429(W)     ADJUSTED  
 NQ0687* NAVD 88     -      1288.2    (meters)    4226.     (feet)  VERTCON   
 NQ0687  ___________________________________________________________________
 NQ0687  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 NQ0687  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 NQ0687
 NQ0687  HORZ ORDER  -  THIRD
 NQ0687
 NQ0687.The horizontal coordinates were established by classical geodetic methods
 NQ0687.and adjusted by the National Geodetic Survey in January 1997..
 NQ0687
 NQ0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0687
 NQ0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0687
 NQ0687.The geoid height was determined by GEOID03.
 NQ0687
 NQ0687;                    North         East     Units Scale Factor Converg.
 NQ0687;SPC WY E     -   180,008.493   274,580.026   MT  1.00000592   +0 36 17.6
 NQ0687;UTM  13      - 4,663,070.452   560,777.168   MT  0.99964545   +0 29 35.1
 NQ0687
 NQ0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0687!SPC WY E     -   0.99980069  x   1.00000592  =   0.99980661
 NQ0687!UTM  13      -   0.99980069  x   0.99964545  =   0.99944621
 NQ0687
 NQ0687:                Primary Azimuth Mark                     Grid Az
 NQ0687:SPC WY E     -  CHRIS                                    018 22 04.4
 NQ0687:UTM  13      -  CHRIS                                    018 28 46.9
 NQ0687
 NQ0687|---------------------------------------------------------------------|
 NQ0687| PID    Reference Object                     Distance      Geod. Az  |
 NQ0687|                                                           dddmmss.s |
 NQ0687| NQ0686 CHRIS                               APPROX. 7.7 KM 0185822.0 |
 NQ0687|---------------------------------------------------------------------|
 NQ0687
 NQ0687                          SUPERSEDED SURVEY CONTROL
 NQ0687
 NQ0687  NAD 83(1986)-  42 07 02.54652(N)    104 15 53.22221(W) AD(       ) 3
 NQ0687  NGVD 29 (09/11/89) 1287.4    (m)         4224.     (f) VERT ANG       
 NQ0687
 NQ0687.Superseded values are not recommended for survey control.
 NQ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0687.See file dsdata.txt to determine how the superseded data were derived.
 NQ0687
 NQ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6077763070(NAD 83)
 NQ0687_MARKER: DS = TRIANGULATION STATION DISK
 NQ0687_SETTING: 0 = UNSPECIFIED SETTING
 NQ0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0687
 NQ0687  HISTORY     - Date     Condition        Report By
 NQ0687  HISTORY     - 1958     MONUMENTED       USGS
 NQ0687
 NQ0687                          STATION DESCRIPTION
 NQ0687
 NQ0687'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 NQ0687'LINGLE, 1.0 MI. S. AND 4.0 MI. E. OF, NEAR NE. COR. SEC. 26, T 25 N,
 NQ0687'R 62 W, 63 FT. S. AND 33 FT. W. OF CROSSROADS.
 NQ0687'
 NQ0687'RECOVERED IN 1963 BY USGS.
 NQ0687'
 NQ0687'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 NQ0687'STAMPED---ET 1 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1313 ***********************************************************************
 MO1313  DESIGNATION -  ET 10 GT
 MO1313  PID         -  MO1313
 MO1313  STATE/COUNTY-  WY/GOSHEN
 MO1313  USGS QUAD   -  NEEDLE ROCK (1990)
 MO1313
 MO1313                         *CURRENT SURVEY CONTROL
 MO1313  ___________________________________________________________________
 MO1313* NAD 83(1993)-  41 45 08.09130(N)    104 22 54.21483(W)     ADJUSTED  
 MO1313* NAVD 88     -      1406.6    (meters)    4615.     (feet)  VERTCON   
 MO1313  ___________________________________________________________________
 MO1313  LAPLACE CORR-          -8.28  (seconds)                    DEFLEC99
 MO1313  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 MO1313
 MO1313  HORZ ORDER  -  THIRD
 MO1313
 MO1313.The horizontal coordinates were established by classical geodetic methods
 MO1313.and adjusted by the National Geodetic Survey in January 1997..
 MO1313
 MO1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1313
 MO1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1313
 MO1313.The geoid height was determined by GEOID03.
 MO1313
 MO1313;                    North         East     Units Scale Factor Converg.
 MO1313;SPC WY E     -   139,359.140   265,280.709   MT  0.99998992   +0 31 21.8
 MO1313;UTM  13      - 4,622,453.840   551,402.207   MT  0.99963251   +0 24 42.2
 MO1313
 MO1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1313!SPC WY E     -   0.99978211  x   0.99998992  =   0.99977203
 MO1313!UTM  13      -   0.99978211  x   0.99963251  =   0.99941470
 MO1313
 MO1313:                Primary Azimuth Mark                     Grid Az
 MO1313:SPC WY E     -  HARVEST                                  293 02 11.3
 MO1313:UTM  13      -  HARVEST                                  293 08 50.9
 MO1313
 MO1313|---------------------------------------------------------------------|
 MO1313| PID    Reference Object                     Distance      Geod. Az  |
 MO1313|                                                           dddmmss.s |
 MO1313| MO1332 HARVEST                             APPROX. 8.8 KM 2933333.1 |
 MO1313|---------------------------------------------------------------------|
 MO1313
 MO1313                          SUPERSEDED SURVEY CONTROL
 MO1313
 MO1313  NAD 83(1986)-  41 45 08.05958(N)    104 22 54.22381(W) AD(       ) 3
 MO1313  NGVD 29 (09/11/89) 1405.8    (m)         4612.     (f) VERT ANG       
 MO1313
 MO1313.Superseded values are not recommended for survey control.
 MO1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1313.See file dsdata.txt to determine how the superseded data were derived.
 MO1313
 MO1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5140222454(NAD 83)
 MO1313_MARKER: DS = TRIANGULATION STATION DISK
 MO1313_SETTING: 0 = UNSPECIFIED SETTING
 MO1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1313
 MO1313  HISTORY     - Date     Condition        Report By
 MO1313  HISTORY     - 1958     MONUMENTED       USGS
 MO1313
 MO1313                          STATION DESCRIPTION
 MO1313
 MO1313'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1313'HAWK SPRINGS, 2.2 MI. S. AND 6.0 MI. W. OF, IN NW. 1/4 SEC. 36,
 MO1313'T 21 N, R 63 W, ON SUMMIT OF SMALL KNOLL, ABOUT 700 FT. S. OF
 MO1313'WINDMILL.
 MO1313'
 MO1313'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1313'STAMPED---ET 10 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1314 ***********************************************************************
 MO1314  DESIGNATION -  ET 11 GT
 MO1314  PID         -  MO1314
 MO1314  STATE/COUNTY-  WY/GOSHEN
 MO1314  USGS QUAD   -  DUROC (1990)
 MO1314
 MO1314                         *CURRENT SURVEY CONTROL
 MO1314  ___________________________________________________________________
 MO1314* NAD 83(1993)-  41 45 16.78003(N)    104 14 52.86822(W)     ADJUSTED  
 MO1314* NAVD 88     -      1362.78   (+/-2cm)    4471.1    (feet)  VERTCON   
 MO1314  ___________________________________________________________________
 MO1314  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 MO1314  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 MO1314
 MO1314  HORZ ORDER  -  THIRD
 MO1314  VERT ORDER  -  THIRD ? (See Below)
 MO1314
 MO1314.The horizontal coordinates were established by classical geodetic methods
 MO1314.and adjusted by the National Geodetic Survey in January 1997..
 MO1314
 MO1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1314.The vertical order pertains to the NGVD 29 superseded value.
 MO1314
 MO1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1314
 MO1314.The geoid height was determined by GEOID03.
 MO1314
 MO1314;                    North         East     Units Scale Factor Converg.
 MO1314;SPC WY E     -   139,737.291   276,397.919   MT  1.00000930   +0 36 42.5
 MO1314;UTM  13      - 4,622,810.324   562,516.134   MT  0.99964809   +0 30 02.9
 MO1314
 MO1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1314!SPC WY E     -   0.99978905  x   1.00000930  =   0.99979835
 MO1314!UTM  13      -   0.99978905  x   0.99964809  =   0.99943722
 MO1314
 MO1314:                Primary Azimuth Mark                     Grid Az
 MO1314:SPC WY E     -  ET 10 GT                                 268 03 06.5
 MO1314:UTM  13      -  ET 10 GT                                 268 09 46.1
 MO1314
 MO1314|---------------------------------------------------------------------|
 MO1314| PID    Reference Object                     Distance      Geod. Az  |
 MO1314|                                                           dddmmss.s |
 MO1314| MO1313 ET 10 GT                            APPROX.11.1 KM 2683949.0 |
 MO1314|---------------------------------------------------------------------|
 MO1314
 MO1314                          SUPERSEDED SURVEY CONTROL
 MO1314
 MO1314  NAD 83(1986)-  41 45 16.75567(N)    104 14 52.87624(W) AD(       ) 3
 MO1314  NGVD 29 (09/11/89) 1361.99   (m)         4468.5    (f) LEVELING    3  
 MO1314
 MO1314.Superseded values are not recommended for survey control.
 MO1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1314.See file dsdata.txt to determine how the superseded data were derived.
 MO1314
 MO1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6251622810(NAD 83)
 MO1314_MARKER: DS = TRIANGULATION STATION DISK
 MO1314_SETTING: 0 = UNSPECIFIED SETTING
 MO1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1314
 MO1314  HISTORY     - Date     Condition        Report By
 MO1314  HISTORY     - 1958     MONUMENTED       USGS
 MO1314
 MO1314                          STATION DESCRIPTION
 MO1314
 MO1314'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1314'HAWK SPRINGS, 2.0 MI. S. AND 1.0 MI. E. OF, NEAR NE. COR. SEC. 36,
 MO1314'T 21 N, R 62 W, 29 FT. S. AND 72 FT. E. OF E-W. RD. AT FIELD
 MO1314'ENTRANCE N. AND S.
 MO1314'
 MO1314'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1314'STAMPED---ET 11 GT 1958, 4468---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1316 ***********************************************************************
 MO1316  DESIGNATION -  ET 13 GT
 MO1316  PID         -  MO1316
 MO1316  STATE/COUNTY-  WY/GOSHEN
 MO1316  USGS QUAD   -  CATTAIL RANCH (1990)
 MO1316
 MO1316                         *CURRENT SURVEY CONTROL
 MO1316  ___________________________________________________________________
 MO1316* NAD 83(1993)-  41 37 19.59041(N)    104 30 29.59871(W)     ADJUSTED  
 MO1316* NAVD 88     -      1562.8    (meters)    5127.     (feet)  VERTCON   
 MO1316  ___________________________________________________________________
 MO1316  LAPLACE CORR-          -8.82  (seconds)                    DEFLEC99
 MO1316  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 MO1316
 MO1316  HORZ ORDER  -  THIRD
 MO1316
 MO1316.The horizontal coordinates were established by classical geodetic methods
 MO1316.and adjusted by the National Geodetic Survey in January 1997..
 MO1316
 MO1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1316
 MO1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1316
 MO1316.The geoid height was determined by GEOID03.
 MO1316
 MO1316;                    North         East     Units Scale Factor Converg.
 MO1316;SPC WY E     -   124,817.495   254,870.937   MT  0.99997454   +0 26 14.5
 MO1316;UTM  13      - 4,607,937.526   540,968.032   MT  0.99962065   +0 19 35.9
 MO1316
 MO1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1316!SPC WY E     -   0.99975754  x   0.99997454  =   0.99973208
 MO1316!UTM  13      -   0.99975754  x   0.99962065  =   0.99937828
 MO1316
 MO1316:                Primary Azimuth Mark                     Grid Az
 MO1316:SPC WY E     -  ET 14 GT                                 093 52 29.9
 MO1316:UTM  13      -  ET 14 GT                                 093 59 08.5
 MO1316
 MO1316|---------------------------------------------------------------------|
 MO1316| PID    Reference Object                     Distance      Geod. Az  |
 MO1316|                                                           dddmmss.s |
 MO1316| MO1317 ET 14 GT                            APPROX.12.1 KM 0941844.4 |
 MO1316|---------------------------------------------------------------------|
 MO1316
 MO1316                          SUPERSEDED SURVEY CONTROL
 MO1316
 MO1316  NAD 83(1986)-  41 37 19.57538(N)    104 30 29.60139(W) AD(       ) 3
 MO1316  NGVD 29 (09/11/89) 1562.0    (m)         5125.     (f) VERT ANG       
 MO1316
 MO1316.Superseded values are not recommended for survey control.
 MO1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1316.See file dsdata.txt to determine how the superseded data were derived.
 MO1316
 MO1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4096807938(NAD 83)
 MO1316_MARKER: DS = TRIANGULATION STATION DISK
 MO1316_SETTING: 0 = UNSPECIFIED SETTING
 MO1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1316
 MO1316  HISTORY     - Date     Condition        Report By
 MO1316  HISTORY     - 1958     MONUMENTED       USGS
 MO1316
 MO1316                          STATION DESCRIPTION
 MO1316
 MO1316'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1316'MERIDEN POST OFFICE, 7.0 MI. N. AND 8.7 MI. W. OF, NEAR N. 1/4 COR.
 MO1316'SEC. 14, T 19 N, R 64 W, ON N. BLUFF OF BEAR CREEK, 11 FT. S. AND 2
 MO1316'FT. E. OF CORNER OF FENCES S. AND W.
 MO1316'
 MO1316'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1316'STAMPED---ET 13 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1317 ***********************************************************************
 MO1317  DESIGNATION -  ET 14 GT
 MO1317  PID         -  MO1317
 MO1317  STATE/COUNTY-  WY/GOSHEN
 MO1317  USGS QUAD   -  MERIDEN (1990)
 MO1317
 MO1317                         *CURRENT SURVEY CONTROL
 MO1317  ___________________________________________________________________
 MO1317* NAD 83(1993)-  41 36 49.87146(N)    104 21 50.18926(W)     ADJUSTED  
 MO1317* NAVD 88     -      1580.3    (meters)    5185.     (feet)  VERTCON   
 MO1317  ___________________________________________________________________
 MO1317  LAPLACE CORR-          -7.73  (seconds)                    DEFLEC99
 MO1317  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 MO1317
 MO1317  HORZ ORDER  -  THIRD
 MO1317
 MO1317.The horizontal coordinates were established by classical geodetic methods
 MO1317.and adjusted by the National Geodetic Survey in January 1997..
 MO1317
 MO1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1317
 MO1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1317
 MO1317.The geoid height was determined by GEOID03.
 MO1317
 MO1317;                    North         East     Units Scale Factor Converg.
 MO1317;SPC WY E     -   124,002.502   266,903.039   MT  0.99999256   +0 31 59.2
 MO1317;UTM  13      - 4,607,099.586   552,994.255   MT  0.99963456   +0 25 20.7
 MO1317
 MO1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1317!SPC WY E     -   0.99975488  x   0.99999256  =   0.99974744
 MO1317!UTM  13      -   0.99975488  x   0.99963456  =   0.99938953
 MO1317
 MO1317:                Primary Azimuth Mark                     Grid Az
 MO1317:SPC WY E     -  ET 15 GT                                 082 11 38.3
 MO1317:UTM  13      -  ET 15 GT                                 082 18 16.8
 MO1317
 MO1317|---------------------------------------------------------------------|
 MO1317| PID    Reference Object                     Distance      Geod. Az  |
 MO1317|                                                           dddmmss.s |
 MO1317| MO1318 ET 15 GT                            APPROX. 9.8 KM 0824337.5 |
 MO1317|---------------------------------------------------------------------|
 MO1317
 MO1317                          SUPERSEDED SURVEY CONTROL
 MO1317
 MO1317  NAD 83(1986)-  41 36 49.85735(N)    104 21 50.19171(W) AD(       ) 3
 MO1317  NGVD 29 (09/11/89) 1579.5    (m)         5182.     (f) VERT ANG       
 MO1317
 MO1317.Superseded values are not recommended for survey control.
 MO1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1317.See file dsdata.txt to determine how the superseded data were derived.
 MO1317
 MO1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5299407100(NAD 83)
 MO1317_MARKER: DS = TRIANGULATION STATION DISK
 MO1317_SETTING: 0 = UNSPECIFIED SETTING
 MO1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1317
 MO1317  HISTORY     - Date     Condition        Report By
 MO1317  HISTORY     - 1958     MONUMENTED       USGS
 MO1317
 MO1317                          STATION DESCRIPTION
 MO1317
 MO1317'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1317'MERIDEN POST OFFICE, 6.3 MI. N. AND 1.2 MI. W. OF, NEAR E. 1/4 COR.
 MO1317'SEC. 13, T 19 N, R 63 W, ON TOP OF SMALL KNOLL ABOUT 160 FT. W. OF
 MO1317'N-S. FENCE.
 MO1317'
 MO1317'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1317'STAMPED---ET 14 GT, 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1318 ***********************************************************************
 MO1318  DESIGNATION -  ET 15 GT
 MO1318  PID         -  MO1318
 MO1318  STATE/COUNTY-  WY/GOSHEN
 MO1318  USGS QUAD   -  LA GRANGE (1990)
 MO1318
 MO1318                         *CURRENT SURVEY CONTROL
 MO1318  ___________________________________________________________________
 MO1318* NAD 83(1993)-  41 37 29.82021(N)    104 14 50.78768(W)     ADJUSTED  
 MO1318* NAVD 88     -      1449.2    (meters)    4755.     (feet)  VERTCON   
 MO1318  ___________________________________________________________________
 MO1318  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 MO1318  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 MO1318
 MO1318  HORZ ORDER  -  THIRD
 MO1318
 MO1318.The horizontal coordinates were established by classical geodetic methods
 MO1318.and adjusted by the National Geodetic Survey in January 1997..
 MO1318
 MO1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1318
 MO1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1318
 MO1318.The geoid height was determined by GEOID03.
 MO1318
 MO1318;                    North         East     Units Scale Factor Converg.
 MO1318;SPC WY E     -   125,331.834   276,599.714   MT  1.00000968   +0 36 38.3
 MO1318;UTM  13      - 4,608,409.708   562,689.992   MT  0.99964836   +0 29 59.7
 MO1318
 MO1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1318!SPC WY E     -   0.99977550  x   1.00000968  =   0.99978518
 MO1318!UTM  13      -   0.99977550  x   0.99964836  =   0.99942394
 MO1318
 MO1318:                Primary Azimuth Mark                     Grid Az
 MO1318:SPC WY E     -  ET 16 GT                                 089 41 08.0
 MO1318:UTM  13      -  ET 16 GT                                 089 47 46.6
 MO1318
 MO1318|---------------------------------------------------------------------|
 MO1318| PID    Reference Object                     Distance      Geod. Az  |
 MO1318|                                                           dddmmss.s |
 MO1318| MO1319 ET 16 GT                            APPROX. 9.7 KM 0901746.3 |
 MO1318|---------------------------------------------------------------------|
 MO1318
 MO1318                          SUPERSEDED SURVEY CONTROL
 MO1318
 MO1318  NAD 83(1986)-  41 37 29.80679(N)    104 14 50.79013(W) AD(       ) 3
 MO1318  NGVD 29 (09/11/89) 1448.4    (m)         4752.     (f) VERT ANG       
 MO1318
 MO1318.Superseded values are not recommended for survey control.
 MO1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1318.See file dsdata.txt to determine how the superseded data were derived.
 MO1318
 MO1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6269008410(NAD 83)
 MO1318_MARKER: DS = TRIANGULATION STATION DISK
 MO1318_SETTING: 0 = UNSPECIFIED SETTING
 MO1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1318
 MO1318  HISTORY     - Date     Condition        Report By
 MO1318  HISTORY     - 1958     MONUMENTED       USGS
 MO1318
 MO1318                          STATION DESCRIPTION
 MO1318
 MO1318'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1318'LAGRANGE, 0.9 MI. S. AND 4.3 MI. W. OF, NEAR SE. COR. SEC. 12,
 MO1318'T 19 N, R 62 W, 17 FT. NE. AND 47 FT. NW. OF U.S. HIGHWAY 85 AT
 MO1318'FIELD ENTRANCE E. AND W.
 MO1318'
 MO1318'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1318'STAMPED---ET 15 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1319 ***********************************************************************
 MO1319  DESIGNATION -  ET 16 GT
 MO1319  PID         -  MO1319
 MO1319  STATE/COUNTY-  WY/GOSHEN
 MO1319  USGS QUAD   -  PETSCH RESERVOIR (1990)
 MO1319
 MO1319                         *CURRENT SURVEY CONTROL
 MO1319  ___________________________________________________________________
 MO1319* NAD 83(1993)-  41 37 27.98106(N)    104 07 51.41331(W)     ADJUSTED  
 MO1319* NAVD 88     -      1443.1    (meters)    4735.     (feet)  VERTCON   
 MO1319  ___________________________________________________________________
 MO1319  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 MO1319  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 MO1319
 MO1319  HORZ ORDER  -  THIRD
 MO1319
 MO1319.The horizontal coordinates were established by classical geodetic methods
 MO1319.and adjusted by the National Geodetic Survey in January 1997..
 MO1319
 MO1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1319
 MO1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1319
 MO1319.The geoid height was determined by GEOID03.
 MO1319
 MO1319;                    North         East     Units Scale Factor Converg.
 MO1319;SPC WY E     -   125,385.115   286,307.948   MT  1.00002914   +0 41 16.8
 MO1319;UTM  13      - 4,608,444.215   572,394.787   MT  0.99966449   +0 34 38.2
 MO1319
 MO1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1319!SPC WY E     -   0.99977651  x   1.00002914  =   0.99980565
 MO1319!UTM  13      -   0.99977651  x   0.99966449  =   0.99944108
 MO1319
 MO1319:                Primary Azimuth Mark                     Grid Az
 MO1319:SPC WY E     -  66 MOUNTAIN                              020 31 50.1
 MO1319:UTM  13      -  66 MOUNTAIN                              020 38 28.7
 MO1319
 MO1319|---------------------------------------------------------------------|
 MO1319| PID    Reference Object                     Distance      Geod. Az  |
 MO1319|                                                           dddmmss.s |
 MO1319| MO0996 66 MOUNTAIN                         APPROX. 9.2 KM 0211306.9 |
 MO1319|---------------------------------------------------------------------|
 MO1319
 MO1319                          SUPERSEDED SURVEY CONTROL
 MO1319
 MO1319  NAD 83(1986)-  41 37 27.96842(N)    104 07 51.41569(W) AD(       ) 3
 MO1319  NGVD 29 (09/11/89) 1442.3    (m)         4732.     (f) VERT ANG       
 MO1319
 MO1319.Superseded values are not recommended for survey control.
 MO1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1319.See file dsdata.txt to determine how the superseded data were derived.
 MO1319
 MO1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7239508444(NAD 83)
 MO1319_MARKER: DS = TRIANGULATION STATION DISK
 MO1319_SETTING: 0 = UNSPECIFIED SETTING
 MO1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1319
 MO1319  HISTORY     - Date     Condition        Report By
 MO1319  HISTORY     - 1958     MONUMENTED       USGS
 MO1319
 MO1319                          STATION DESCRIPTION
 MO1319
 MO1319'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1319'LAGRANGE, 0.9 MI. S. AND 1.75 MI. E. OF, NEAR SE. COR. SEC. 12,
 MO1319'T 19 N, R 61 W, 633.6 FT. N. AND 48 FT. W. OF N-S. RD. AT E-W.
 MO1319'FENCE.
 MO1319'
 MO1319'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1319'STAMPED---ET 16 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1320 ***********************************************************************
 MO1320  DESIGNATION -  ET 17 ES
 MO1320  PID         -  MO1320
 MO1320  STATE/COUNTY-  WY/GOSHEN
 MO1320  USGS QUAD   -  MC COMPSEY PASS (1990)
 MO1320
 MO1320                         *CURRENT SURVEY CONTROL
 MO1320  ___________________________________________________________________
 MO1320* NAD 83(1993)-  41 44 23.35316(N)    104 06 56.58831(W)     ADJUSTED  
 MO1320* NAVD 88     -      1365.31   (+/-2cm)    4479.4    (feet)  VERTCON   
 MO1320  ___________________________________________________________________
 MO1320  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 MO1320  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 MO1320
 MO1320  HORZ ORDER  -  THIRD
 MO1320  VERT ORDER  -  THIRD ? (See Below)
 MO1320
 MO1320.The horizontal coordinates were established by classical geodetic methods
 MO1320.and adjusted by the National Geodetic Survey in January 1997..
 MO1320
 MO1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1320.The vertical order pertains to the NGVD 29 superseded value.
 MO1320
 MO1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1320
 MO1320.The geoid height was determined by GEOID03.
 MO1320
 MO1320;                    North         East     Units Scale Factor Converg.
 MO1320;SPC WY E     -   138,214.969   287,420.708   MT  1.00003151   +0 41 59.0
 MO1320;UTM  13      - 4,621,267.213   573,531.952   MT  0.99966653   +0 35 19.4
 MO1320
 MO1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1320!SPC WY E     -   0.99978871  x   1.00003151  =   0.99982022
 MO1320!UTM  13      -   0.99978871  x   0.99966653  =   0.99945531
 MO1320
 MO1320:                Primary Azimuth Mark                     Grid Az
 MO1320:SPC WY E     -  ET 12 GT                                 074 14 22.5
 MO1320:UTM  13      -  ET 12 GT                                 074 21 02.1
 MO1320
 MO1320|---------------------------------------------------------------------|
 MO1320| PID    Reference Object                     Distance      Geod. Az  |
 MO1320|                                                           dddmmss.s |
 MO1320| MO1315 ET 12 GT                            APPROX. 8.2 KM 0745621.5 |
 MO1320|---------------------------------------------------------------------|
 MO1320
 MO1320                          SUPERSEDED SURVEY CONTROL
 MO1320
 MO1320  NAD 83(1986)-  41 44 23.33708(N)    104 06 56.59367(W) AD(       ) 3
 MO1320  NGVD 29 (09/11/89) 1364.53   (m)         4476.8    (f) LEVELING    3  
 MO1320
 MO1320.Superseded values are not recommended for survey control.
 MO1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1320.See file dsdata.txt to determine how the superseded data were derived.
 MO1320
 MO1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7353221267(NAD 83)
 MO1320_MARKER: DS = TRIANGULATION STATION DISK
 MO1320_SETTING: 0 = UNSPECIFIED SETTING
 MO1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1320
 MO1320  HISTORY     - Date     Condition        Report By
 MO1320  HISTORY     - 1958     MONUMENTED       USGS
 MO1320
 MO1320                          STATION DESCRIPTION
 MO1320
 MO1320'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1320'LYMAN, 12.0 MI. S. AND 4.0 MI. W. OF, 1.0 MI. S. AND 6.0 MI. E. OF
 MO1320'DUROC, TPS. 20 AND 21 N, R 60 W, ABOUT 0.25 MI. W. FROM COR. SECS. 5,
 MO1320'6, 31, AND 32, ABOUT 1314 FT. W. OF PRIVATE RD. S. TO A. W. JOHNSON
 MO1320'FARMHOUSE, 52 FT. S. OF RD., 1 FT. N. OF LONE POST AT FIELD LINE S.
 MO1320'
 MO1320'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1320'STAMPED---ET 17 ES 1958, 4477---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1322 ***********************************************************************
 MO1322  DESIGNATION -  ET 19 GT
 MO1322  PID         -  MO1322
 MO1322  STATE/COUNTY-  WY/LARAMIE
 MO1322  USGS QUAD   -  ROCKY HOLLOW (1990)
 MO1322
 MO1322                         *CURRENT SURVEY CONTROL
 MO1322  ___________________________________________________________________
 MO1322* NAD 83(1993)-  41 30 04.81197(N)    104 22 55.40451(W)     ADJUSTED  
 MO1322* NAVD 88     -      1573.9    (meters)    5164.     (feet)  VERTCON   
 MO1322  ___________________________________________________________________
 MO1322  LAPLACE CORR-          -7.44  (seconds)                    DEFLEC99
 MO1322  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 MO1322
 MO1322  HORZ ORDER  -  THIRD
 MO1322
 MO1322.The horizontal coordinates were established by classical geodetic methods
 MO1322.and adjusted by the National Geodetic Survey in January 1997..
 MO1322
 MO1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1322
 MO1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1322
 MO1322.The geoid height was determined by GEOID03.
 MO1322
 MO1322;                    North         East     Units Scale Factor Converg.
 MO1322;SPC WY E     -   111,492.636   265,506.729   MT  0.99999029   +0 31 11.7
 MO1322;UTM  13      - 4,594,596.912   551,574.314   MT  0.99963273   +0 24 34.1
 MO1322
 MO1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1322!SPC WY E     -   0.99975588  x   0.99999029  =   0.99974617
 MO1322!UTM  13      -   0.99975588  x   0.99963273  =   0.99938870
 MO1322
 MO1322:                Primary Azimuth Mark                     Grid Az
 MO1322:SPC WY E     -  WAUNETA                                  221 41 58.0
 MO1322:UTM  13      -  WAUNETA                                  221 48 35.6
 MO1322
 MO1322|---------------------------------------------------------------------|
 MO1322| PID    Reference Object                     Distance      Geod. Az  |
 MO1322|                                                           dddmmss.s |
 MO1322| MO1054 WAUNETA                             APPROX. 9.3 KM 2221309.7 |
 MO1322|---------------------------------------------------------------------|
 MO1322
 MO1322                          SUPERSEDED SURVEY CONTROL
 MO1322
 MO1322  NAD 83(1986)-  41 30 04.79821(N)    104 22 55.40421(W) AD(       ) 3
 MO1322  NGVD 29 (09/11/89) 1573.1    (m)         5161.     (f) VERT ANG       
 MO1322
 MO1322.Superseded values are not recommended for survey control.
 MO1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1322.See file dsdata.txt to determine how the superseded data were derived.
 MO1322
 MO1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF5157494597(NAD 83)
 MO1322_MARKER: DS = TRIANGULATION STATION DISK
 MO1322_SETTING: 0 = UNSPECIFIED SETTING
 MO1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1322
 MO1322  HISTORY     - Date     Condition        Report By
 MO1322  HISTORY     - 1958     MONUMENTED       USGS
 MO1322
 MO1322                          STATION DESCRIPTION
 MO1322
 MO1322'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1322'MERIDEN POST OFFICE, 1.3 MI. S. AND 2.2 MI. W. OF, NEAR W. 1/4 COR.
 MO1322'SEC. 25, T 18 N, R 63 W, ON TOP OF SMALL FLAT KNOLL ABOUT 850 FT. N.
 MO1322'OF E-W. FENCE AND 750 FT. W. OF TRAIL RD.
 MO1322'
 MO1322'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1322'STAMPED---ET 19 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1323 ***********************************************************************
 MO1323  DESIGNATION -  ET 20 GT
 MO1323  PID         -  MO1323
 MO1323  STATE/COUNTY-  WY/LARAMIE
 MO1323  USGS QUAD   -  MERIDEN (1990)
 MO1323
 MO1323                         *CURRENT SURVEY CONTROL
 MO1323  ___________________________________________________________________
 MO1323* NAD 83(1993)-  41 30 49.54539(N)    104 15 21.59081(W)     ADJUSTED  
 MO1323* NAVD 88     -      1473.8    (meters)    4835.     (feet)  VERTCON   
 MO1323  ___________________________________________________________________
 MO1323  LAPLACE CORR-          -6.85  (seconds)                    DEFLEC99
 MO1323  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 MO1323
 MO1323  HORZ ORDER  -  THIRD
 MO1323
 MO1323.The horizontal coordinates were established by classical geodetic methods
 MO1323.and adjusted by the National Geodetic Survey in January 1997..
 MO1323
 MO1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1323
 MO1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1323
 MO1323.The geoid height was determined by GEOID03.
 MO1323
 MO1323;                    North         East     Units Scale Factor Converg.
 MO1323;SPC WY E     -   112,975.826   276,016.934   MT  1.00000859   +0 36 13.0
 MO1323;UTM  13      - 4,596,059.311   562,083.581   MT  0.99964743   +0 29 35.3
 MO1323
 MO1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1323!SPC WY E     -   0.99977164  x   1.00000859  =   0.99978023
 MO1323!UTM  13      -   0.99977164  x   0.99964743  =   0.99941915
 MO1323
 MO1323:                Primary Azimuth Mark                     Grid Az
 MO1323:SPC WY E     -  ET 19 GT                                 261 58 02.8
 MO1323:UTM  13      -  ET 19 GT                                 262 04 40.5
 MO1323
 MO1323|---------------------------------------------------------------------|
 MO1323| PID    Reference Object                     Distance      Geod. Az  |
 MO1323|                                                           dddmmss.s |
 MO1323| MO1322 ET 19 GT                            APPROX.10.6 KM 2623415.8 |
 MO1323|---------------------------------------------------------------------|
 MO1323
 MO1323                          SUPERSEDED SURVEY CONTROL
 MO1323
 MO1323  NAD 83(1986)-  41 30 49.53223(N)    104 15 21.59059(W) AD(       ) 3
 MO1323  NGVD 29 (09/11/89) 1473.0    (m)         4833.     (f) VERT ANG       
 MO1323
 MO1323.Superseded values are not recommended for survey control.
 MO1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1323.See file dsdata.txt to determine how the superseded data were derived.
 MO1323
 MO1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6208496059(NAD 83)
 MO1323_MARKER: DS = TRIANGULATION STATION DISK
 MO1323_SETTING: 0 = UNSPECIFIED SETTING
 MO1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1323
 MO1323  HISTORY     - Date     Condition        Report By
 MO1323  HISTORY     - 1958     MONUMENTED       USGS
 MO1323
 MO1323                          STATION DESCRIPTION
 MO1323
 MO1323'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1323'MERIDEN POST OFFICE, 0.5 MI. S. AND 4.3 MI. E. OF, NEAR CENTER
 MO1323'SEC. 24, T 18 N, R 62 W, 45 FT. S. AND 87 FT. E. OF E-W. RD. AT
 MO1323'FENCE N., 37 FT. E. OF FENCE S.
 MO1323'
 MO1323'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1323'STAMPED---ET 20 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1333 ***********************************************************************
 MO1333  DESIGNATION -  ET 21 GT
 MO1333  PID         -  MO1333
 MO1333  STATE/COUNTY-  WY/LARAMIE
 MO1333  USGS QUAD   -  PETSCH RESERVOIR (1990)
 MO1333
 MO1333                         *CURRENT SURVEY CONTROL
 MO1333  ___________________________________________________________________
 MO1333* NAD 83(1993)-  41 30 11.33777(N)    104 07 39.40097(W)     ADJUSTED  
 MO1333* NAVD 88     -      1539.     (meters)    5049.     (feet)  SCALED    
 MO1333  ___________________________________________________________________
 MO1333  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 MO1333  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 MO1333
 MO1333  HORZ ORDER  -  THIRD
 MO1333
 MO1333.The horizontal coordinates were established by classical geodetic methods
 MO1333.and adjusted by the National Geodetic Survey in January 1997..
 MO1333
 MO1333.The orthometric height was scaled from a topographic map.
 MO1333
 MO1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1333
 MO1333.The geoid height was determined by GEOID03.
 MO1333
 MO1333;                    North         East     Units Scale Factor Converg.
 MO1333;SPC WY E     -   111,918.001   286,748.099   MT  1.00003008   +0 41 18.9
 MO1333;UTM  13      - 4,594,981.189   572,808.792   MT  0.99966524   +0 34 41.2
 MO1333
 MO1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1333!SPC WY E     -   0.99976150  x   1.00003008  =   0.99979157
 MO1333!UTM  13      -   0.99976150  x   0.99966524  =   0.99942682
 MO1333
 MO1333:                Primary Azimuth Mark                     Grid Az
 MO1333:SPC WY E     -  ALBIN                                    115 18 48.5
 MO1333:UTM  13      -  ALBIN                                    115 25 26.2
 MO1333
 MO1333|---------------------------------------------------------------------|
 MO1333| PID    Reference Object                     Distance      Geod. Az  |
 MO1333|                                                           dddmmss.s |
 MO1333| MO1019 ALBIN                               APPROX. 3.3 KM 1160007.4 |
 MO1333|---------------------------------------------------------------------|
 MO1333
 MO1333                          SUPERSEDED SURVEY CONTROL
 MO1333
 MO1333  NAD 83(1986)-  41 30 11.32512(N)    104 07 39.40071(W) AD(       ) 3
 MO1333  NAD 27      -  41 30 11.42120(N)    104 07 37.59840(W) AD(       ) 3
 MO1333
 MO1333.Superseded values are not recommended for survey control.
 MO1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1333.See file dsdata.txt to determine how the superseded data were derived.
 MO1333
 MO1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7280994981(NAD 83)
 MO1333_MARKER: DB = BENCH MARK DISK
 MO1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1333_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1333+STABILITY: SURFACE MOTION
 MO1333
 MO1333  HISTORY     - Date     Condition        Report By
 MO1333  HISTORY     - 1958     MONUMENTED       USGS
 MO1333  HISTORY     - 1963     GOOD             CGS
 MO1333
 MO1333                          STATION DESCRIPTION
 MO1333
 MO1333'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1333'THE STATION IS ON THE SUMMIT OF A LOW HILL WHICH IS 6 MILES
 MO1333'NORTH AND 1-1/2 MILES WEST OF ALBIN, 4 MILES WEST OF THE
 MO1333'WYOMING-NEBRASKA STATE LINE, 0.1 MILE WEST OF A GRAVEL ROAD
 MO1333'AND ON PROPERTY OWNED BY MR. FRANK AND RAYMOND RABOU.
 MO1333'
 MO1333'A TRAVERSE CONNECTION WAS MADE FROM STATION CREEK, DISTANCE
 MO1333'BEING 6.779 METERS (22.24 FEET) SOUTH OF STATION CREEK.
 MO1333'
 MO1333'ET 21 GT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 MO1333'ET 21 GT 1958, SET IN A 5 INCH SQUARE CONCRETE POST WHICH
 MO1333'PROJECTS 6 INCHES.
 MO1333
 MO1333                          STATION RECOVERY (1963)
 MO1333
 MO1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1333'ALBIN, 5.8 MI. N. AND 1.2 MI. W. OF, IN NW. 1/4 SEC. 30, T 18 N,
 MO1333'R 60 W, ON TOP OF SMALL KNOLL, 895.5 FT. WNW. OF RD. AT CATTLEGUARD.
 MO1333'
 MO1333'THE STATION IS ON THE SUMMIT OF A LOW HILL WHICH IS 6 MI. N. AND 1-1/2
 MO1333'MI. W. OF ALBIN, 4 MI. W. OF THE WYOMING-NEBRASKA STATE LINE, 0.1 MI.
 MO1333'W. OF A GRAVEL RD. AND ON PROPERTY OWNED BY MR. FRANK AND RAYMOND
 MO1333'RABOU.
 MO1333'
 MO1333'A TRAVERSE CONNECTION WAS MADE FROM STATION --CREEK--, DISTANCE BEING
 MO1333'6.779 METERS (22.24 FT.) S. OF STATION --CREEK--.
 MO1333'
 MO1333'ET 21 GT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED---ET
 MO1333'21 GT 1958---, SET IN A 5 IN. SQUARE CONCRETE POST WHICH PROJECTS 6
 MO1333'IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0994 ***********************************************************************
 MO0994  DESIGNATION -  ET 24 GT
 MO0994  PID         -  MO0994
 MO0994  STATE/COUNTY-  WY/GOSHEN
 MO0994  USGS QUAD   -  HUNTLEY (1990)
 MO0994
 MO0994                         *CURRENT SURVEY CONTROL
 MO0994  ___________________________________________________________________
 MO0994* NAD 83(1993)-  41 59 41.29819(N)    104 12 05.80260(W)     ADJUSTED  
 MO0994* NAVD 88     -      1363.9    (meters)    4475.     (feet)  VERTCON   
 MO0994  ___________________________________________________________________
 MO0994  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 MO0994  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 MO0994
 MO0994  HORZ ORDER  -  SECOND
 MO0994
 MO0994.The horizontal coordinates were established by classical geodetic methods
 MO0994.and adjusted by the National Geodetic Survey in January 1997..
 MO0994
 MO0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO0994
 MO0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0994
 MO0994.The geoid height was determined by GEOID03.
 MO0994
 MO0994;                    North         East     Units Scale Factor Converg.
 MO0994;SPC WY E     -   166,451.287   279,957.437   MT  1.00001614   +0 38 44.6
 MO0994;UTM  13      - 4,649,507.696   566,126.215   MT  0.99965380   +0 32 03.1
 MO0994
 MO0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0994!SPC WY E     -   0.99978889  x   1.00001614  =   0.99980502
 MO0994!UTM  13      -   0.99978889  x   0.99965380  =   0.99944276
 MO0994
 MO0994:                Primary Azimuth Mark                     Grid Az
 MO0994:SPC WY E     -  ET 4 GT                                  279 41 12.0
 MO0994:UTM  13      -  ET 4 GT                                  279 47 53.5
 MO0994
 MO0994|---------------------------------------------------------------------|
 MO0994| PID    Reference Object                     Distance      Geod. Az  |
 MO0994|                                                           dddmmss.s |
 MO0994| NQ0690 ET 4 GT                             APPROX. 4.7 KM 2801956.6 |
 MO0994|---------------------------------------------------------------------|
 MO0994
 MO0994                          SUPERSEDED SURVEY CONTROL
 MO0994
 MO0994  NAD 83(1986)-  41 59 41.28155(N)    104 12 05.80908(W) AD(       ) 2
 MO0994  NAD 27      -  41 59 41.40660(N)    104 12 03.98400(W) AD(       ) 2
 MO0994  NGVD 29 (09/11/89) 1363.1    (m)         4472.     (f) VERT ANG       
 MO0994
 MO0994.Superseded values are not recommended for survey control.
 MO0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0994.See file dsdata.txt to determine how the superseded data were derived.
 MO0994
 MO0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6612649508(NAD 83)
 MO0994_MARKER: DB = BENCH MARK DISK
 MO0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0994+STABILITY: SURFACE MOTION
 MO0994
 MO0994  HISTORY     - Date     Condition        Report By
 MO0994  HISTORY     - 1958     MONUMENTED       USGS
 MO0994  HISTORY     - 1963     GOOD             CGS
 MO0994
 MO0994                          STATION DESCRIPTION
 MO0994
 MO0994'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO0994'THE STATION IS ON THE HIGHEST PART OF A HILL, 4-1/2 MILES
 MO0994'SOUTH OF TORRINGTON, 3/4 MILE SOUTHEAST OF U.S. HIGHWAY 85,
 MO0994'NEAR THE CENTER OF SECTION 4, T 23 N, R 61 W, AND ON PROPERTY
 MO0994'OWNED BY BLANCHE E. WARNER.  A TRAVERSE CONNECTION WAS MADE
 MO0994'FROM TRIANGULATION STATION WARNER, DISTANCE BEING 19.881 METERS
 MO0994'(65.23 FEET) NORTH OF STATION WARNER.
 MO0994'
 MO0994'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 MO0994'ET 24 GT 1958, SET IN A 6 INCH SQUARE CONCRETE POST WHICH
 MO0994'PROJECTS 7 INCHES.  IT IS 63 FEET NORTHWEST OF A METAL WITNESS
 MO0994'POST, 30 FEET NORTH OF THE CENTER OF A TRACK ROAD, AND 3 FEET
 MO0994'SOUTH OF A FENCE.
 MO0994
 MO0994                          STATION RECOVERY (1963)
 MO0994
 MO0994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 MO0994'TORRINGTON, 5.0 MI. S. AND 0.9 MI. W. OF, NEAR N. 1/4 COR. SEC. 4,
 MO0994'T 23 N, R 61 W, 3 FT. S. OF E-W. FENCE AT CREST.
 MO0994'
 MO0994'THE STATION IS ON THE HIGHEST PART OF A HILL, 4-1/2 MI. S. OF
 MO0994'TORRINGTON, 3/4 MI. SE. OF U.S. HIGHWAY 85, NEAR THE CENTER OF
 MO0994'SEC. 4, T 23 N, R 61 W, AND ON PROPERTY OWNED BY BLANCHE E. WARNER.
 MO0994'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION --WARNER--,
 MO0994'DISTANCE BEING 19.881 METERS (65.23 FT.) N. OF STATION --WARNER--.
 MO0994'
 MO0994'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED---ET
 MO0994'24 GT 1958---, SET IN A 6 IN. SQUARE CONCRETE POST WHICH PROJECTS 7
 MO0994'IN.  IT IS 63 FT. NW. OF A METAL WITNESS POST, 30 FT. N. OF THE
 MO0994'CENTER OF A TRACK RD., AND 3 FT. S. OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1326 ***********************************************************************
 MO1326  DESIGNATION -  ET 25 GT
 MO1326  PID         -  MO1326
 MO1326  STATE/COUNTY-  WY/GOSHEN
 MO1326  USGS QUAD   -  VETERAN (1990)
 MO1326
 MO1326                         *CURRENT SURVEY CONTROL
 MO1326  ___________________________________________________________________
 MO1326* NAD 83(1993)-  41 55 18.61131(N)    104 28 44.12591(W)     ADJUSTED  
 MO1326* NAVD 88     -      1358.83   (+/-2cm)    4458.1    (feet)  VERTCON   
 MO1326  ___________________________________________________________________
 MO1326  LAPLACE CORR-          -9.22  (seconds)                    DEFLEC99
 MO1326  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 MO1326
 MO1326  HORZ ORDER  -  THIRD
 MO1326  VERT ORDER  -  THIRD ? (See Below)
 MO1326
 MO1326.The horizontal coordinates were established by classical geodetic methods
 MO1326.and adjusted by the National Geodetic Survey in January 1997..
 MO1326
 MO1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1326.The vertical order pertains to the NGVD 29 superseded value.
 MO1326
 MO1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1326
 MO1326.The geoid height was determined by GEOID03.
 MO1326
 MO1326;                    North         East     Units Scale Factor Converg.
 MO1326;SPC WY E     -   158,125.190   257,046.277   MT  0.99997753   +0 27 34.2
 MO1326;UTM  13      - 4,641,229.146   543,207.122   MT  0.99962297   +0 20 53.3
 MO1326
 MO1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1326!SPC WY E     -   0.99978953  x   0.99997753  =   0.99976707
 MO1326!UTM  13      -   0.99978953  x   0.99962297  =   0.99941258
 MO1326
 MO1326:                Primary Azimuth Mark                     Grid Az
 MO1326:SPC WY E     -  ET 6 GT                                  191 32 42.9
 MO1326:UTM  13      -  ET 6 GT                                  191 39 23.8
 MO1326
 MO1326|---------------------------------------------------------------------|
 MO1326| PID    Reference Object                     Distance      Geod. Az  |
 MO1326|                                                           dddmmss.s |
 MO1326| MO1328 ET 6 GT                             APPROX. 4.7 KM 1920017.1 |
 MO1326|---------------------------------------------------------------------|
 MO1326
 MO1326                          SUPERSEDED SURVEY CONTROL
 MO1326
 MO1326  NAD 83(1986)-  41 55 18.58862(N)    104 28 44.12926(W) AD(       ) 3
 MO1326  NGVD 29 (09/11/89) 1358.04   (m)         4455.5    (f) LEVELING    3  
 MO1326
 MO1326.Superseded values are not recommended for survey control.
 MO1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1326.See file dsdata.txt to determine how the superseded data were derived.
 MO1326
 MO1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4320741229(NAD 83)
 MO1326_MARKER: DS = TRIANGULATION STATION DISK
 MO1326_SETTING: 0 = UNSPECIFIED SETTING
 MO1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1326
 MO1326  HISTORY     - Date     Condition        Report By
 MO1326  HISTORY     - 1958     MONUMENTED       USGS
 MO1326
 MO1326                          STATION DESCRIPTION
 MO1326
 MO1326'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1326'YODER, 0.5 MI. N. AND 9.5 MI. W. OF, NEAR E. 1/4 COR. SEC. 36,
 MO1326'T 23 N, R 64 W, 14 FT. S. AND 32 FT. W. OF N-S. RD. AT FIELD
 MO1326'ENTRANCE W.
 MO1326'
 MO1326'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1326'STAMPED---ET 25 GT, 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0688 ***********************************************************************
 NQ0688  DESIGNATION -  ET 3 GT
 NQ0688  PID         -  NQ0688
 NQ0688  STATE/COUNTY-  WY/GOSHEN
 NQ0688  USGS QUAD   -  COTTIER (1990)
 NQ0688
 NQ0688                         *CURRENT SURVEY CONTROL
 NQ0688  ___________________________________________________________________
 NQ0688* NAD 83(1993)-  42 02 16.21566(N)    104 20 49.05202(W)     ADJUSTED  
 NQ0688* NAVD 88     -      1405.3    (meters)    4611.     (feet)  VERTCON   
 NQ0688  ___________________________________________________________________
 NQ0688  LAPLACE CORR-          -7.43  (seconds)                    DEFLEC99
 NQ0688  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 NQ0688
 NQ0688  HORZ ORDER  -  THIRD
 NQ0688
 NQ0688.The horizontal coordinates were established by classical geodetic methods
 NQ0688.and adjusted by the National Geodetic Survey in January 1997..
 NQ0688
 NQ0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0688
 NQ0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0688
 NQ0688.The geoid height was determined by GEOID03.
 NQ0688
 NQ0688;                    North         East     Units Scale Factor Converg.
 NQ0688;SPC WY E     -   171,105.329   267,869.167   MT  0.99999416   +0 32 56.1
 NQ0688;UTM  13      - 4,654,183.582   554,051.383   MT  0.99963595   +0 26 14.3
 NQ0688
 NQ0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0688!SPC WY E     -   0.99978231  x   0.99999416  =   0.99977647
 NQ0688!UTM  13      -   0.99978231  x   0.99963595  =   0.99941834
 NQ0688
 NQ0688:                Primary Azimuth Mark                     Grid Az
 NQ0688:SPC WY E     -  ET 4 GT                                  117 18 07.3
 NQ0688:UTM  13      -  ET 4 GT                                  117 24 49.1
 NQ0688
 NQ0688|---------------------------------------------------------------------|
 NQ0688| PID    Reference Object                     Distance      Geod. Az  |
 NQ0688|                                                           dddmmss.s |
 NQ0688| NQ0690 ET 4 GT                             APPROX. 8.4 KM 1175103.4 |
 NQ0688|---------------------------------------------------------------------|
 NQ0688
 NQ0688                          SUPERSEDED SURVEY CONTROL
 NQ0688
 NQ0688  NAD 83(1986)-  42 02 16.19803(N)    104 20 49.05547(W) AD(       ) 3
 NQ0688  NGVD 29 (09/11/89) 1404.5    (m)         4608.     (f) VERT ANG       
 NQ0688
 NQ0688.Superseded values are not recommended for survey control.
 NQ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0688.See file dsdata.txt to determine how the superseded data were derived.
 NQ0688
 NQ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5405154184(NAD 83)
 NQ0688_MARKER: DS = TRIANGULATION STATION DISK
 NQ0688_SETTING: 0 = UNSPECIFIED SETTING
 NQ0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0688
 NQ0688  HISTORY     - Date     Condition        Report By
 NQ0688  HISTORY     - 1958     MONUMENTED       USGS
 NQ0688
 NQ0688                          STATION DESCRIPTION
 NQ0688
 NQ0688'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 NQ0688'TORRINGTON, 1.6 MI. S. AND 8.3 MI. W. OF, 6.4 MI. S. OF LINGLE, NEAR
 NQ0688'E. 1/4 COR. SEC. 19, T 24 N, R 62 W, ON SUMMIT OF HIGH, SHARP KNOLL,
 NQ0688'5 FT. S. AND 32 FT. W. OF RADIO ANTENNA.
 NQ0688'
 NQ0688'RECOVERED BY USGS IN 1960.
 NQ0688'
 NQ0688'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 NQ0688'STAMPED---ET 3 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0689 ***********************************************************************
 NQ0689  DESIGNATION -  ET 38 ES
 NQ0689  PID         -  NQ0689
 NQ0689  STATE/COUNTY-  WY/GOSHEN
 NQ0689  USGS QUAD   -  BARNES (1990)
 NQ0689
 NQ0689                         *CURRENT SURVEY CONTROL
 NQ0689  ___________________________________________________________________
 NQ0689* NAD 83(1993)-  42 14 48.01755(N)    104 22 50.55519(W)     ADJUSTED  
 NQ0689* NAVD 88     -      1477.38   (+/-2cm)    4847.0    (feet)  VERTCON   
 NQ0689  ___________________________________________________________________
 NQ0689  LAPLACE CORR-          -8.18  (seconds)                    DEFLEC99
 NQ0689  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 NQ0689
 NQ0689  HORZ ORDER  -  THIRD
 NQ0689  VERT ORDER  -  THIRD ? (See Below)
 NQ0689
 NQ0689.The horizontal coordinates were established by classical geodetic methods
 NQ0689.and adjusted by the National Geodetic Survey in January 1997..
 NQ0689
 NQ0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0689.The vertical order pertains to the NGVD 29 superseded value.
 NQ0689
 NQ0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0689
 NQ0689.The geoid height was determined by GEOID03.
 NQ0689
 NQ0689;                    North         East     Units Scale Factor Converg.
 NQ0689;SPC WY E     -   194,274.318   264,861.179   MT  0.99998924   +0 31 42.4
 NQ0689;UTM  13      - 4,677,350.110   551,089.685   MT  0.99963212   +0 24 58.9
 NQ0689
 NQ0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0689!SPC WY E     -   0.99977091  x   0.99998924  =   0.99976015
 NQ0689!UTM  13      -   0.99977091  x   0.99963212  =   0.99940311
 NQ0689
 NQ0689:                Primary Azimuth Mark                     Grid Az
 NQ0689:SPC WY E     -  PIMPLE                                   251 51 31.8
 NQ0689:UTM  13      -  PIMPLE                                   251 58 15.3
 NQ0689
 NQ0689|---------------------------------------------------------------------|
 NQ0689| PID    Reference Object                     Distance      Geod. Az  |
 NQ0689|                                                           dddmmss.s |
 NQ0689| NQ0692 PIMPLE                              APPROX. 6.0 KM 2522314.2 |
 NQ0689|---------------------------------------------------------------------|
 NQ0689
 NQ0689                          SUPERSEDED SURVEY CONTROL
 NQ0689
 NQ0689  NAD 83(1986)-  42 14 47.99480(N)    104 22 50.55409(W) AD(       ) 3
 NQ0689  NGVD 29 (09/11/89) 1476.57   (m)         4844.4    (f) LEVELING    3  
 NQ0689
 NQ0689.Superseded values are not recommended for survey control.
 NQ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0689.See file dsdata.txt to determine how the superseded data were derived.
 NQ0689
 NQ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5109077350(NAD 83)
 NQ0689_MARKER: DS = TRIANGULATION STATION DISK
 NQ0689_SETTING: 0 = UNSPECIFIED SETTING
 NQ0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0689
 NQ0689  HISTORY     - Date     Condition        Report By
 NQ0689  HISTORY     - 1958     MONUMENTED       USGS
 NQ0689
 NQ0689                          STATION DESCRIPTION
 NQ0689
 NQ0689'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 NQ0689'LINGLE, 7.5 MI. N. AND 2.0 MI. W. OF, T 26 N, R 63 W, COR. SECS. 1,
 NQ0689'2, 11, AND 12, 3.3 MI. N. AND NW. ALONG A TRAIL RD. FROM FRED SMITHS
 NQ0689'RANCH HOUSE, ABOUT 0.5 MI. S. OF E. END OF A CEDAR BUTTE, 9 FT. S. AND
 NQ0689'1.7 FT. BELOW CENTERLINE OF RD. AT T-FENCE W., 1 FT. E. OF CORNER
 NQ0689'FENCE POST.
 NQ0689'
 NQ0689'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 NQ0689'STAMPED---ET 38 ES 1958 4844---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0690 ***********************************************************************
 NQ0690  DESIGNATION -  ET 4 GT
 NQ0690  PID         -  NQ0690
 NQ0690  STATE/COUNTY-  WY/GOSHEN
 NQ0690  USGS QUAD   -  COTTIER (1990)
 NQ0690
 NQ0690                         *CURRENT SURVEY CONTROL
 NQ0690  ___________________________________________________________________
 NQ0690* NAD 83(1993)-  42 00 08.31765(N)    104 15 24.84832(W)     ADJUSTED  
 NQ0690* NAVD 88     -      1308.7    (meters)    4294.     (feet)  VERTCON   
 NQ0690  ___________________________________________________________________
 NQ0690  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 NQ0690  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 NQ0690
 NQ0690  HORZ ORDER  -  THIRD
 NQ0690
 NQ0690.The horizontal coordinates were established by classical geodetic methods
 NQ0690.and adjusted by the National Geodetic Survey in January 1997..
 NQ0690
 NQ0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0690
 NQ0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0690
 NQ0690.The geoid height was determined by GEOID03.
 NQ0690
 NQ0690;                    North         East     Units Scale Factor Converg.
 NQ0690;SPC WY E     -   167,234.746   275,367.569   MT  1.00000737   +0 36 31.7
 NQ0690;UTM  13      - 4,650,299.801   561,539.540   MT  0.99964660   +0 29 50.2
 NQ0690
 NQ0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0690!SPC WY E     -   0.99979751  x   1.00000737  =   0.99980488
 NQ0690!UTM  13      -   0.99979751  x   0.99964660  =   0.99944418
 NQ0690
 NQ0690:                Primary Azimuth Mark                     Grid Az
 NQ0690:SPC WY E     -  ET 24 GT                                 099 41 11.7
 NQ0690:UTM  13      -  ET 24 GT                                 099 47 53.2
 NQ0690
 NQ0690|---------------------------------------------------------------------|
 NQ0690| PID    Reference Object                     Distance      Geod. Az  |
 NQ0690|                                                           dddmmss.s |
 NQ0690| MO0994 ET 24 GT                            APPROX. 4.7 KM 1001743.4 |
 NQ0690|---------------------------------------------------------------------|
 NQ0690
 NQ0690                          SUPERSEDED SURVEY CONTROL
 NQ0690
 NQ0690  NAD 83(1986)-  42 00 08.30065(N)    104 15 24.85379(W) AD(       ) 3
 NQ0690  NGVD 29 (09/11/89) 1307.9    (m)         4291.     (f) VERT ANG       
 NQ0690
 NQ0690.Superseded values are not recommended for survey control.
 NQ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0690.See file dsdata.txt to determine how the superseded data were derived.
 NQ0690
 NQ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6154050300(NAD 83)
 NQ0690_MARKER: DS = TRIANGULATION STATION DISK
 NQ0690_SETTING: 0 = UNSPECIFIED SETTING
 NQ0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0690
 NQ0690  HISTORY     - Date     Condition        Report By
 NQ0690  HISTORY     - 1958     MONUMENTED       USGS
 NQ0690
 NQ0690                          STATION DESCRIPTION
 NQ0690
 NQ0690'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 NQ0690'TORRINGTON, 4.25 MI. S. AND 3.75 MI. W. OF, 6.0 MI. N. AND 2.0 MI.
 NQ0690'E. OF YODER, NEAR N. 1/4 COR. SEC. 1, T 23 N, R 62 W, 19 FT. N. AND
 NQ0690'5 FT. W. OF FIELD RD. AT FENCE N., 4 FT. S. AND 5 FT. W. OF T-FENCE W.
 NQ0690'
 NQ0690'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 NQ0690'STAMPED---ET 4 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1327 ***********************************************************************
 MO1327  DESIGNATION -  ET 5 GT
 MO1327  PID         -  MO1327
 MO1327  STATE/COUNTY-  WY/GOSHEN
 MO1327  USGS QUAD   -  HUNTLEY (1990)
 MO1327
 MO1327                         *CURRENT SURVEY CONTROL
 MO1327  ___________________________________________________________________
 MO1327* NAD 83(1993)-  41 59 38.37622(N)    104 07 49.81228(W)     ADJUSTED  
 MO1327* NAVD 88     -      1297.2    (meters)    4256.     (feet)  VERTCON   
 MO1327  ___________________________________________________________________
 MO1327  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 MO1327  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 MO1327
 MO1327  HORZ ORDER  -  THIRD
 MO1327
 MO1327.The horizontal coordinates were established by classical geodetic methods
 MO1327.and adjusted by the National Geodetic Survey in January 1997..
 MO1327
 MO1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1327
 MO1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1327
 MO1327.The geoid height was determined by GEOID03.
 MO1327
 MO1327;                    North         East     Units Scale Factor Converg.
 MO1327;SPC WY E     -   166,429.985   285,850.121   MT  1.00002816   +0 41 35.8
 MO1327;UTM  13      - 4,649,474.936   572,016.706   MT  0.99966382   +0 34 54.4
 MO1327
 MO1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1327!SPC WY E     -   0.99979936  x   1.00002816  =   0.99982752
 MO1327!UTM  13      -   0.99979936  x   0.99966382  =   0.99946325
 MO1327
 MO1327:                Primary Azimuth Mark                     Grid Az
 MO1327:SPC WY E     -  ET 24 GT                                 270 12 25.7
 MO1327:UTM  13      -  ET 24 GT                                 270 19 07.1
 MO1327
 MO1327|---------------------------------------------------------------------|
 MO1327| PID    Reference Object                     Distance      Geod. Az  |
 MO1327|                                                           dddmmss.s |
 MO1327| MO0994 ET 24 GT                            APPROX. 5.9 KM 2705401.5 |
 MO1327|---------------------------------------------------------------------|
 MO1327
 MO1327                          SUPERSEDED SURVEY CONTROL
 MO1327
 MO1327  NAD 83(1986)-  41 59 38.36007(N)    104 07 49.81864(W) AD(       ) 3
 MO1327  NGVD 29 (09/11/89) 1296.5    (m)         4254.     (f) VERT ANG       
 MO1327
 MO1327.Superseded values are not recommended for survey control.
 MO1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1327.See file dsdata.txt to determine how the superseded data were derived.
 MO1327
 MO1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7201749475(NAD 83)
 MO1327_MARKER: DS = TRIANGULATION STATION DISK
 MO1327_SETTING: 0 = UNSPECIFIED SETTING
 MO1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1327
 MO1327  HISTORY     - Date     Condition        Report By
 MO1327  HISTORY     - 1958     MONUMENTED       USGS
 MO1327
 MO1327                          STATION DESCRIPTION
 MO1327
 MO1327'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1327'TORRINGTON, 5.0 MI. S. AND 2.75 MI. E. OF, NEAR E. 1/4 COR. SEC. 1,
 MO1327'T 23 N, R 61 W, 257 FT. S. AND 52 FT. W. OF T-FENCE N.
 MO1327'
 MO1327'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1327'STAMPED---ET 5 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1328 ***********************************************************************
 MO1328  DESIGNATION -  ET 6 GT
 MO1328  PID         -  MO1328
 MO1328  STATE/COUNTY-  WY/GOSHEN
 MO1328  USGS QUAD   -  VETERAN (1990)
 MO1328
 MO1328                         *CURRENT SURVEY CONTROL
 MO1328  ___________________________________________________________________
 MO1328* NAD 83(1993)-  41 52 50.72346(N)    104 29 26.20573(W)     ADJUSTED  
 MO1328* NAVD 88     -      1397.6    (meters)    4585.     (feet)  VERTCON   
 MO1328  ___________________________________________________________________
 MO1328  LAPLACE CORR-          -9.16  (seconds)                    DEFLEC99
 MO1328  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 MO1328
 MO1328  HORZ ORDER  -  THIRD
 MO1328
 MO1328.The horizontal coordinates were established by classical geodetic methods
 MO1328.and adjusted by the National Geodetic Survey in January 1997..
 MO1328
 MO1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1328
 MO1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1328
 MO1328.The geoid height was determined by GEOID03.
 MO1328
 MO1328;                    North         East     Units Scale Factor Converg.
 MO1328;SPC WY E     -   153,554.924   256,112.672   MT  0.99997623   +0 27 04.8
 MO1328;UTM  13      - 4,636,662.321   542,264.974   MT  0.99962198   +0 20 24.2
 MO1328
 MO1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1328!SPC WY E     -   0.99978345  x   0.99997623  =   0.99975969
 MO1328!UTM  13      -   0.99978345  x   0.99962198  =   0.99940551
 MO1328
 MO1328:                Primary Azimuth Mark                     Grid Az
 MO1328:SPC WY E     -  ET 25 GT                                 011 32 44.2
 MO1328:UTM  13      -  ET 25 GT                                 011 39 24.8
 MO1328
 MO1328|---------------------------------------------------------------------|
 MO1328| PID    Reference Object                     Distance      Geod. Az  |
 MO1328|                                                           dddmmss.s |
 MO1328| MO1326 ET 25 GT                            APPROX. 4.7 KM 0115949.0 |
 MO1328|---------------------------------------------------------------------|
 MO1328
 MO1328                          SUPERSEDED SURVEY CONTROL
 MO1328
 MO1328  NAD 83(1986)-  41 52 50.69822(N)    104 29 26.21182(W) AD(       ) 3
 MO1328  NGVD 29 (09/11/89) 1396.8    (m)         4583.     (f) VERT ANG       
 MO1328
 MO1328.Superseded values are not recommended for survey control.
 MO1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1328.See file dsdata.txt to determine how the superseded data were derived.
 MO1328
 MO1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4226536662(NAD 83)
 MO1328_MARKER: DS = TRIANGULATION STATION DISK
 MO1328_SETTING: 0 = UNSPECIFIED SETTING
 MO1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1328
 MO1328  HISTORY     - Date     Condition        Report By
 MO1328  HISTORY     - 1958     MONUMENTED       USGS
 MO1328
 MO1328                          STATION DESCRIPTION
 MO1328
 MO1328'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1328'YODER, 2.4 MI. S. AND 10.0 MI. W. OF, NEAR CENTER SEC. 13, T 22 N,
 MO1328'R 64 W, 11 FT. S. AND 1.5 FT. E. OF T-FENCE S.
 MO1328'
 MO1328'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1328'STAMPED---ET 6 GT, 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1329 ***********************************************************************
 MO1329  DESIGNATION -  ET 7 GT
 MO1329  PID         -  MO1329
 MO1329  STATE/COUNTY-  WY/GOSHEN
 MO1329  USGS QUAD   -  VETERAN (1990)
 MO1329
 MO1329                         *CURRENT SURVEY CONTROL
 MO1329  ___________________________________________________________________
 MO1329* NAD 83(1993)-  41 52 32.05676(N)    104 23 01.79937(W)     ADJUSTED  
 MO1329* NAVD 88     -      1342.3    (meters)    4404.     (feet)  VERTCON   
 MO1329  ___________________________________________________________________
 MO1329  LAPLACE CORR-          -7.99  (seconds)                    DEFLEC99
 MO1329  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 MO1329
 MO1329  HORZ ORDER  -  THIRD
 MO1329
 MO1329.The horizontal coordinates were established by classical geodetic methods
 MO1329.and adjusted by the National Geodetic Survey in January 1997..
 MO1329
 MO1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1329
 MO1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1329
 MO1329.The geoid height was determined by GEOID03.
 MO1329
 MO1329;                    North         East     Units Scale Factor Converg.
 MO1329;SPC WY E     -   153,054.360   264,980.715   MT  0.99998944   +0 31 21.3
 MO1329;UTM  13      - 4,636,144.721   551,128.873   MT  0.99963217   +0 24 40.7
 MO1329
 MO1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1329!SPC WY E     -   0.99979219  x   0.99998944  =   0.99978163
 MO1329!UTM  13      -   0.99979219  x   0.99963217  =   0.99942444
 MO1329
 MO1329                          SUPERSEDED SURVEY CONTROL
 MO1329
 MO1329  NAD 83(1986)-  41 52 32.02689(N)    104 23 01.81749(W) AD(       ) 3
 MO1329  NGVD 29 (09/11/89) 1341.5    (m)         4401.     (f) VERT ANG       
 MO1329
 MO1329.Superseded values are not recommended for survey control.
 MO1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1329.See file dsdata.txt to determine how the superseded data were derived.
 MO1329
 MO1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5112936145(NAD 83)
 MO1329_MARKER: DS = TRIANGULATION STATION DISK
 MO1329_SETTING: 0 = UNSPECIFIED SETTING
 MO1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1329
 MO1329  HISTORY     - Date     Condition        Report By
 MO1329  HISTORY     - 1958     MONUMENTED       USGS
 MO1329
 MO1329                          STATION DESCRIPTION
 MO1329
 MO1329'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1329'YODER, 3.0 MI. S. AND 4.5 MI. W. OF, IN SE. 1/4 SEC. 14, T 22 N,
 MO1329'R 63 W, 1 FT. S. AND 2 FT. W. OF CORNER OF FENCES S. AND W., ON TOP
 MO1329'OF E-W. RIDGE.
 MO1329'
 MO1329'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1329'STAMPED---ET 7 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1330 ***********************************************************************
 MO1330  DESIGNATION -  ET 8 GT
 MO1330  PID         -  MO1330
 MO1330  STATE/COUNTY-  WY/GOSHEN
 MO1330  USGS QUAD   -  DUROC (1990)
 MO1330
 MO1330                         *CURRENT SURVEY CONTROL
 MO1330  ___________________________________________________________________
 MO1330* NAD 83(1993)-  41 52 15.25140(N)    104 14 04.61595(W)     ADJUSTED  
 MO1330* NAVD 88     -      1307.8    (meters)    4291.     (feet)  VERTCON   
 MO1330  ___________________________________________________________________
 MO1330  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 MO1330  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 MO1330
 MO1330  HORZ ORDER  -  THIRD
 MO1330
 MO1330.The horizontal coordinates were established by classical geodetic methods
 MO1330.and adjusted by the National Geodetic Survey in January 1997..
 MO1330
 MO1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1330
 MO1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1330
 MO1330.The geoid height was determined by GEOID03.
 MO1330
 MO1330;                    North         East     Units Scale Factor Converg.
 MO1330;SPC WY E     -   152,659.630   277,372.573   MT  1.00001114   +0 37 19.7
 MO1330;UTM  13      - 4,635,726.080   563,515.489   MT  0.99964964   +0 30 39.2
 MO1330
 MO1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1330!SPC WY E     -   0.99979768  x   1.00001114  =   0.99980882
 MO1330!UTM  13      -   0.99979768  x   0.99964964  =   0.99944739
 MO1330
 MO1330                          SUPERSEDED SURVEY CONTROL
 MO1330
 MO1330  NAD 83(1986)-  41 52 15.22836(N)    104 14 04.63374(W) AD(       ) 3
 MO1330  NGVD 29 (09/11/89) 1307.0    (m)         4288.     (f) VERT ANG       
 MO1330
 MO1330.Superseded values are not recommended for survey control.
 MO1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1330.See file dsdata.txt to determine how the superseded data were derived.
 MO1330
 MO1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6351535726(NAD 83)
 MO1330_MARKER: DS = TRIANGULATION STATION DISK
 MO1330_SETTING: 0 = UNSPECIFIED SETTING
 MO1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1330
 MO1330  HISTORY     - Date     Condition        Report By
 MO1330  HISTORY     - 1958     MONUMENTED       USGS
 MO1330
 MO1330                          STATION DESCRIPTION
 MO1330
 MO1330'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1330'YODER, 3.0 MI. S. AND 3.1 MI. E. OF, NEAR N. 1/4 COR. SEC. 19, T 22 N,
 MO1330'R 61 W, 35 FT. S. AND 391 FT. W. OF E-W. RD. AT FENCE N., 256 FT. E.
 MO1330'OF PIPELINE CROSSING.
 MO1330'
 MO1330'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1330'STAMPED---ET 8 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1331 ***********************************************************************
 MO1331  DESIGNATION -  ET 9 GT
 MO1331  PID         -  MO1331
 MO1331  STATE/COUNTY-  WY/GOSHEN
 MO1331  USGS QUAD   -  ROBB DRAW (1990)
 MO1331
 MO1331                         *CURRENT SURVEY CONTROL
 MO1331  ___________________________________________________________________
 MO1331* NAD 83(1993)-  41 52 07.79176(N)    104 07 16.52536(W)     ADJUSTED  
 MO1331* NAVD 88     -      1278.0    (meters)    4193.     (feet)  VERTCON   
 MO1331  ___________________________________________________________________
 MO1331  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 MO1331  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 MO1331
 MO1331  HORZ ORDER  -  THIRD
 MO1331
 MO1331.The horizontal coordinates were established by classical geodetic methods
 MO1331.and adjusted by the National Geodetic Survey in January 1997..
 MO1331
 MO1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1331
 MO1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1331
 MO1331.The geoid height was determined by GEOID03.
 MO1331
 MO1331;                    North         East     Units Scale Factor Converg.
 MO1331;SPC WY E     -   152,537.887   286,785.741   MT  1.00003015   +0 41 52.0
 MO1331;UTM  13      - 4,635,586.110   572,924.984   MT  0.99966544   +0 35 11.5
 MO1331
 MO1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1331!SPC WY E     -   0.99980239  x   1.00003015  =   0.99983254
 MO1331!UTM  13      -   0.99980239  x   0.99966544  =   0.99946790
 MO1331
 MO1331:                Primary Azimuth Mark                     Grid Az
 MO1331:SPC WY E     -  ET 23 GT                                 027 38 40.7
 MO1331:UTM  13      -  ET 23 GT                                 027 45 21.2
 MO1331
 MO1331|---------------------------------------------------------------------|
 MO1331| PID    Reference Object                     Distance      Geod. Az  |
 MO1331|                                                           dddmmss.s |
 MO1331| MO1325 ET 23 GT                            APPROX.16.3 KM 0282032.7 |
 MO1331|---------------------------------------------------------------------|
 MO1331
 MO1331                          SUPERSEDED SURVEY CONTROL
 MO1331
 MO1331  NAD 83(1986)-  41 52 07.77777(N)    104 07 16.53061(W) AD(       ) 3
 MO1331  NGVD 29 (09/11/89) 1277.3    (m)         4191.     (f) VERT ANG       
 MO1331
 MO1331.Superseded values are not recommended for survey control.
 MO1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1331.See file dsdata.txt to determine how the superseded data were derived.
 MO1331
 MO1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7292535586(NAD 83)
 MO1331_MARKER: DS = TRIANGULATION STATION DISK
 MO1331_SETTING: 0 = UNSPECIFIED SETTING
 MO1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1331
 MO1331  HISTORY     - Date     Condition        Report By
 MO1331  HISTORY     - 1958     MONUMENTED       USGS
 MO1331
 MO1331                          STATION DESCRIPTION
 MO1331
 MO1331'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO1331'LYMAN, 3.2 MI. S. AND 4.6 MI. W. OF, IN NW. 1/4 SEC. 19, T 22 N,
 MO1331'R 60 W, ON TOP OF SLIGHT RIDGE AT SHARP BEND OF RIDGE, 196 FT. SE.
 MO1331'AND 196 FT. WNW. OF ANGLES IN FENCES.
 MO1331'
 MO1331'STATION MARK--A STANDARD USGS TABLET SET IN A CONCRETE POST AND
 MO1331'STAMPED---ET 9 GT 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0423 ***********************************************************************
 OU0423  DESIGNATION -  ETHEL
 OU0423  PID         -  OU0423
 OU0423  STATE/COUNTY-  WY/CONVERSE
 OU0423  USGS QUAD   -  HOLDUP HOLLOW (1984)
 OU0423
 OU0423                         *CURRENT SURVEY CONTROL
 OU0423  ___________________________________________________________________
 OU0423* NAD 83(1993)-  43 00 11.00131(N)    105 44 31.21597(W)     ADJUSTED  
 OU0423* NAVD 88     -      1740.     (meters)    5709.     (feet)  VERTCON   
 OU0423  ___________________________________________________________________
 OU0423  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 OU0423  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 OU0423
 OU0423  HORZ ORDER  -  THIRD
 OU0423
 OU0423.The horizontal coordinates were established by classical geodetic methods
 OU0423.and adjusted by the National Geodetic Survey in January 1997..
 OU0423
 OU0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0423
 OU0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0423
 OU0423.The geoid height was determined by GEOID03.
 OU0423
 OU0423;                    North         East     Units Scale Factor Converg.
 OU0423;SPC WY E     -   278,153.881   153,091.602   MT  0.99996456   -0 23 32.7
 OU0423;UTM  13      - 4,761,421.244   439,523.318   MT  0.99964499   -0 30 21.9
 OU0423
 OU0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0423!SPC WY E     -   0.99972947  x   0.99996456  =   0.99969404
 OU0423!UTM  13      -   0.99972947  x   0.99964499  =   0.99937455
 OU0423
 OU0423                          SUPERSEDED SURVEY CONTROL
 OU0423
 OU0423  NAD 83(1986)-  43 00 10.98234(N)    105 44 31.19802(W) AD(       ) 3
 OU0423  NAD 27      -  43 00 11.10115(N)    105 44 29.20166(W) AD(       ) 3
 OU0423  NGVD 29 (07/19/86) 1739.     (m)         5705.     (f) VERT ANG       
 OU0423
 OU0423.Superseded values are not recommended for survey control.
 OU0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0423.See file dsdata.txt to determine how the superseded data were derived.
 OU0423
 OU0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3952361421(NAD 83)
 OU0423_MARKER: DD = SURVEY DISK
 OU0423_SETTING: 0 = UNSPECIFIED SETTING
 OU0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0423
 OU0423  HISTORY     - Date     Condition        Report By
 OU0423  HISTORY     - 1948     MONUMENTED       USGS
 OU0423
 OU0423                          STATION DESCRIPTION
 OU0423
 OU0423'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OU0423'LOCATED ON HIGHEST TOP ON N-W. RIDGE APPROXIMATELY 5.5 MI. W. OF ROSS
 OU0423'ROAD AND 18.8 MI. NW. OF ORPHA.
 OU0423'
 OU0423'TO REACH FROM ORPHA, FROM THE ROSS ROAD UNDERPASS AT ORPHA PROCEED NW.
 OU0423'ON ROSS ROAD FOR 11.8 MI., TURN LEFT (W.) ON OLD RD. THROUGH A GAP IN
 OU0423'FENCE FOR 4.0 MI. TO N-S. FENCE, GO THROUGH GATE IN FENCE AND CONTINUE
 OU0423'W. 0.85 MI. TO JUNCTION WITH OLD RD. N., TURN RIGHT (N.) ON OLD RD.
 OU0423'PAST AN OLD ABANDONED RANCH, CROSS DRAIN, FOR 1.3 MI. TO JUNCTION WITH
 OU0423'OLD RD. W. ALONG S. SLOPE OF RIDGE, TURN LEFT (W.) AND GO FOR 0.7 MI.,
 OU0423'THEN TURN RIGHT (N.) UP HILL, LEAVING THE RD., AND GO 0.25 MI. TO
 OU0423'HIGHEST TOP ON RIDGE AND STATION.
 OU0423'
 OU0423'STATION MARK--STANDARD TABLET STAMPED ---ETHEL 1947--- AND SET IN THE
 OU0423'TOP OF A CONCRETE MONUMENT PROJECTING 3 IN. ABOVE THE GROUND.
 OU0423'
 OU0423'REFERENCE MARK NO. 1--1-1/4 IN. IRON PIPE EXTENDING 12 IN. ABOVE THE
 OU0423'GROUND, 45.9 FT. W. OF STATION MARK, N 76 DEG 14 MIN W.
 OU0423'(ETHEL - TOUGH BEING S 53 DEG 46 MIN W).
 OU0423'
 OU0423'REFERENCE MARK NO. 2--1-1/4 IN. IRON PIPE EXTENDING 12 IN. ABOVE
 OU0423'GROUND, AND 49.4 FT. S. OF STATION MARK, S 16 DEG 46 MIN W,
 OU0423'(ETHEL - TOUGH BEING S 53 DEG 46 MIN W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0284 ***********************************************************************
 OW0284  DESIGNATION -  ETHETE
 OW0284  PID         -  OW0284
 OW0284  STATE/COUNTY-  WY/FREMONT
 OW0284  USGS QUAD   -  ETHETE (1978)
 OW0284
 OW0284                         *CURRENT SURVEY CONTROL
 OW0284  ___________________________________________________________________
 OW0284* NAD 83(1993)-  43 00 39.20199(N)    108 48 46.68772(W)     ADJUSTED  
 OW0284* NAVD 88     -      1696.6    (meters)    5566.     (feet)  VERTCON   
 OW0284  ___________________________________________________________________
 OW0284  LAPLACE CORR-         -16.04  (seconds)                    DEFLEC99
 OW0284  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 OW0284
 OW0284  HORZ ORDER  -  SECOND
 OW0284
 OW0284.The horizontal coordinates were established by classical geodetic methods
 OW0284.and adjusted by the National Geodetic Survey in January 1997..
 OW0284
 OW0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0284
 OW0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0284
 OW0284.The geoid height was determined by GEOID03.
 OW0284
 OW0284;                    North         East     Units Scale Factor Converg.
 OW0284;SPC WYWC     -   278,865.366   594,866.690   MT  0.99993782   -0 02 34.6
 OW0284;UTM  12      - 4,764,345.034   678,232.901   MT  0.99999081   +1 29 32.1
 OW0284
 OW0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0284!SPC WYWC     -   0.99973588  x   0.99993782  =   0.99967371
 OW0284!UTM  12      -   0.99973588  x   0.99999081  =   0.99972669
 OW0284
 OW0284:                Primary Azimuth Mark                     Grid Az
 OW0284:SPC WYWC     -  WAMPUM                                   139 40 35.5
 OW0284:UTM  12      -  WAMPUM                                   138 08 28.8
 OW0284
 OW0284|---------------------------------------------------------------------|
 OW0284| PID    Reference Object                     Distance      Geod. Az  |
 OW0284|                                                           dddmmss.s |
 OW0284| NS0329 WAMPUM                              APPROX. 3.5 KM 1393800.9 |
 OW0284|---------------------------------------------------------------------|
 OW0284
 OW0284                          SUPERSEDED SURVEY CONTROL
 OW0284
 OW0284  NAD 83(1986)-  43 00 39.17527(N)    108 48 46.68961(W) AD(       ) 2
 OW0284  NAD 27      -  43 00 39.32600(N)    108 48 44.24800(W) AD(       ) 2
 OW0284  NGVD 29 (11/06/89) 1695.6    (m)         5563.     (f) VERT ANG       
 OW0284
 OW0284.Superseded values are not recommended for survey control.
 OW0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0284.See file dsdata.txt to determine how the superseded data were derived.
 OW0284
 OW0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7823364345(NAD 83)
 OW0284_MARKER: DS = TRIANGULATION STATION DISK
 OW0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0284_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OW0284_STAMPING: ETHETE 1931
 OW0284_MARK LOGO: CGS   
 OW0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0284+STABILITY: SURFACE MOTION
 OW0284
 OW0284  HISTORY     - Date     Condition        Report By
 OW0284  HISTORY     - 1931     MONUMENTED       CGS
 OW0284  HISTORY     - 1948     GOOD             USGS
 OW0284  HISTORY     - 19940205 GOOD             SCHERB
 OW0284
 OW0284                          STATION DESCRIPTION
 OW0284
 OW0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 OW0284'IN THE SHOSHONE INDIAN RESERVATION.  TO REACH FROM ETHETE
 OW0284'(POST OFFICE AT ST. MICHAELS MISSION), GO WEST 1 MILE ON MAIN
 OW0284'ROAD TOWARD FORT WASHAKIE AND WIND RIVER, TURN LEFT BETWEEN
 OW0284'2 LOG CABINS AND GO 0.8 MILE SOUTH, TURN RIGHT AFTER CROSSING
 OW0284'BRIDGE OVER CANAL AND GO WEST 1 MILE ON OLD ROAD ALONG FOOT
 OW0284'OF HILLS TO G.L.O. STATION 21  AND
 OW0284'THEN ABOUT 140 YARDS SOUTHEAST TO STATION ON TOP OF LOW HILL.
 OW0284'MARKED BY STANDARD STATION DISK IN CONCRETE.
 OW0284'REFERENCE MARKS ARE STANDARD GENERAL LAND OFFICE REFERENCE DISKS
 OW0284'IN CONCRETE.  NO. 1, IDENTICAL WITH G.L.O. STATION 21, REFERENCE
 OW0284'MARK NO. 1, IS 297.4 METERS (976 FEET) FROM STATION
 OW0284'N 68 DEG 24 MIN W.  NO. 2, IDENTICAL WITH G.L.O.
 OW0284'STATION 21, REFERENCE MARK NO.  2, IS 353.5 METERS (1,160 FEET)
 OW0284'FROM STATION S 77 DEG 10 MIN W.
 OW0284
 OW0284                          STATION RECOVERY (1948)
 OW0284
 OW0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OW0284'LOCATED IN SHOSHONE INDIAN RESERVATION 3.5 MI. E. OF FORT WASHAKIE,
 OW0284'ABOUT 2.3 MI. SW. OF ETHETE, ABOUT 0.5 MI. SE. OF A GRADED RD.
 OW0284'CONNECTING ETHETE TO U.S. HIGHWAY 287, 0.3 MI. SE. OF TROUT CREEK,
 OW0284'ABOUT 0.15 MI. S. OF AN IRRIGATION CANAL, ABOUT 140 YDS. SE. OF
 OW0284'STANDARD CORNER OF SECS. 1, 6, 36, AND 31, T 1 S AND 1 N, RANGES 1 W
 OW0284'AND 1 E, INITIAL MONUMENT, WIND RIVER BASE LINE AND PRINCIPAL
 OW0284'MERIDIAN, ON N. END OF LOW RIDGE (G.L.O. STATION 21).
 OW0284'
 OW0284'TO REACH FROM ETHETE (ST. MICHAELS MISSION), GO W. 1.0 MI. ON MAIN RD.
 OW0284'TOWARD FORT WASHAKIE AND U.S. HIGHWAY 287 TO T-RD. INTERSECTION, TURN
 OW0284'LEFT AND GO S. BETWEEN 2 LOG CABINS 0.8 MI. TO CANAL BRIDGE AND RD.
 OW0284'FORK TO RIGHT, TURN RIGHT AND GO W. 1.0 MI. ON TRACK RD. AT TOE OF
 OW0284'SLOPE OF RIDGE TO U.S. GLO SANDSTONE MONUMENT AND STANDARD TABLET IN
 OW0284'CONCRETE MONUMENT AT WIND RIVER PRINCIPAL MERIDIAN AND BASE LINE.
 OW0284'STATION IS VISIBLE 140 YDS. SE. ON N. END OF LOW RIDGE.
 OW0284'
 OW0284'STATION MARK--STANDARD USC AND GS DISK STAMPED---ETHETE 1931--- AND
 OW0284'SET IN CONCRETE MONUMENT PROJECTING 0.2 FT. ABOVE GROUND.
 OW0284'
 OW0284'REFERENCE MARKS--STANDARD GENERAL LAND OFFICE DISKS IN CONCRETE,
 OW0284'REFERENCE IDENTICAL WITH GLO STATION 21.
 OW0284'
 OW0284'REFERENCE MARK NO. 1--REFERENCE MARK IS 976 FT. FROM STATION IN TRUE
 OW0284'AZIMUTH 111 DEGREES 35 MINUTES 33 SECONDS.
 OW0284'
 OW0284'REFERENCE MARK NO. 2--REFERENCE MARK IS 1,160 FT. FROM STATION IN TRUE
 OW0284'AZIMUTH 77 DEGREES 09 MINUTES 48 SECONDS.
 OW0284
 OW0284                          STATION RECOVERY (1994)
 OW0284
 OW0284'RECOVERY NOTE BY SURVEYOR SCHERBEL LIMITED 1994 (PNS)
 OW0284'EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0679 ***********************************************************************
 OX0679  DESIGNATION -  ETNA
 OX0679  PID         -  OX0679
 OX0679  STATE/COUNTY-  WY/LINCOLN
 OX0679  USGS QUAD   -  ETNA (1966)
 OX0679
 OX0679                         *CURRENT SURVEY CONTROL
 OX0679  ___________________________________________________________________
 OX0679* NAD 83(1993)-  43 02 51.86524(N)    111 00 42.42858(W)     ADJUSTED  
 OX0679* NAVD 88     -      1774.6    (meters)    5822.     (feet)  VERTCON   
 OX0679  ___________________________________________________________________
 OX0679  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 OX0679  GEOID HEIGHT-         -10.72  (meters)                     GEOID03
 OX0679
 OX0679  HORZ ORDER  -  SECOND
 OX0679
 OX0679.The horizontal coordinates were established by classical geodetic methods
 OX0679.and adjusted by the National Geodetic Survey in July 1992..
 OX0679
 OX0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0679
 OX0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0679
 OX0679.The geoid height was determined by GEOID03.
 OX0679
 OX0679;                    North         East     Units Scale Factor Converg.
 OX0679;SPC WY W     -   383,375.455   724,356.230   MT  1.00000787   -0 38 01.7
 OX0679;SPC ID E     -   154,049.262   294,092.664   MT  1.00005624   +0 47 18.2
 OX0679;UTM  12      - 4,766,116.370   499,040.110   MT  0.99960001   -0 00 29.0
 OX0679
 OX0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0679!SPC WY W     -   0.99972347  x   1.00000787  =   0.99973134
 OX0679!SPC ID E     -   0.99972347  x   1.00005624  =   0.99977969
 OX0679!UTM  12      -   0.99972347  x   0.99960001  =   0.99932359
 OX0679
 OX0679|---------------------------------------------------------------------|
 OX0679| PID    Reference Object                     Distance      Geod. Az  |
 OX0679|                                                           dddmmss.s |
 OX0679| OX0336 D 67                                  8.775 METERS 00519     |
 OX0679| CN3487 ETNA AZ MK                                         1805932.3 |
 OX0679| CN3488 ETNA RM 2                            28.932 METERS 28251     |
 OX0679|---------------------------------------------------------------------|
 OX0679
 OX0679                          SUPERSEDED SURVEY CONTROL
 OX0679
 OX0679  NAD 83(1986)-  43 02 51.85569(N)    111 00 42.41775(W) AD(       ) 2
 OX0679  NAD 27      -  43 02 52.14400(N)    111 00 39.64100(W) AD(       ) 2
 OX0679  NGVD 29 (07/19/86) 1773.3    (m)         5818.     (f) VERT ANG       
 OX0679
 OX0679.Superseded values are not recommended for survey control.
 OX0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0679.See file dsdata.txt to determine how the superseded data were derived.
 OX0679
 OX0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9904066116(NAD 83)
 OX0679_MARKER: DS = TRIANGULATION STATION DISK
 OX0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0679
 OX0679  HISTORY     - Date     Condition        Report By
 OX0679  HISTORY     - 1946     MONUMENTED       CGS
 OX0679  HISTORY     - 1966     GOOD             USGS
 OX0679  HISTORY     - 1981     GOOD             LOCSUR
 OX0679  HISTORY     - 19860730 GOOD             WYHD
 OX0679
 OX0679                          STATION DESCRIPTION
 OX0679
 OX0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0679'THE STATION IS LOCATED IN A FARMING AREA 1 MILE, AIRLINE, NORTH
 OX0679'OF ETNA, ON THE EASTERN EDGE OF THE RIGHT-OF-WAY OF U.S.
 OX0679'HIGHWAY NO. 89 AND APPROXIMATELY THE SAME ELEVATION.
 OX0679'
 OX0679'THE STATION MARK IS A STANDARD DISC SET IN THE TOP OF A 9 INCH
 OX0679'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 29 FEET
 OX0679'SOUTH BY WEST OF A FENCE CORNER AND 48 FEET EAST OF THE CENTER
 OX0679'LINE OF U.S. HIGHWAY NO. 89.  IS STAMPED ETNA 1946.
 OX0679'
 OX0679'REFERENCE MARK NO. 1 IS A STANDARD C. AND G.S. BENCH MARK DISC
 OX0679'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS
 OX0679'4 INCHES.  IT IS 2 FEET WEST OF FENCE CORNER AND APPROX. THE
 OX0679'SAME ELEVATION AS THE STATION MARK.  IS STAMPED D 67 1934.
 OX0679'
 OX0679'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF A 9
 OX0679'INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS ON THE
 OX0679'WEST SIDE OF THE RIGHT-OF-WAY OF THE HIGHWAY, 2 FEET EAST
 OX0679'OF A NORTH-SOUTH FENCE LINE, 10 FEET SOUTH-SOUTHEAST OF A FENCE
 OX0679'CORNER, AND APPROX. THE SAME ELEVATION AS THE STATION MARK.
 OX0679'IS STAMPED ETNA NO 2 1946.
 OX0679'
 OX0679'THE AZIMUTH MARK IS A STANDARD DISC SET IN THE TOP OF A 1 FOOT
 OX0679'CIRCULAR POST WHICH PROJECTS 2 INCHES.  IT IS 8 FEET NORTH
 OX0679'OF AN IRREGATION CANAL, AND 54 FEET EAST OF THE CENTER LINE OF
 OX0679'U.S. HIGHWAY NO. 89.  IS STAMPED ETNA 1946.
 OX0679'
 OX0679'TO REACH THE STATION FROM ETNA ON U.S. HIGHWAY NO. 89 GO NORTH ON
 OX0679'THE HIGHWAY 1.0 MILE TO THE STATION ON THE RIGHT.  A DRIVE
 OX0679'STATION.
 OX0679
 OX0679                          STATION RECOVERY (1966)
 OX0679
 OX0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OX0679'STATION MARK--A STANDARD DISK STAMPED ---ETNA 1946---, SET IN THE
 OX0679'TOP OF A 9 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 OX0679
 OX0679                          STATION RECOVERY (1981)
 OX0679
 OX0679'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (PNS)
 OX0679'ETNA 1946 RECOVERED GOOD.
 OX0679'
 OX0679'MONUMENT IS BURIED 3.5 FEET BELOW SURFACE OF GROUND DUE TO
 OX0679'RECONSTRUCTION OF HIGHWAY 89.  WESTERLY, 3 FT. OF ELY N/S R/W FENCE.
 OX0679'
 OX0679'SOUTHERLY, 30 FT. + OR - OF SOUTH GATE POST AND S END OF CMP UNDER
 OX0679'ROAD ACCESSWAY.
 OX0679
 OX0679                          STATION RECOVERY (1986)
 OX0679
 OX0679'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1986 (JW)
 OX0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0680 ***********************************************************************
 OX0680  DESIGNATION -  ETNA MORMON CHURCH SPIRE
 OX0680  PID         -  OX0680
 OX0680  STATE/COUNTY-  WY/LINCOLN
 OX0680  USGS QUAD   -  ETNA (1966)
 OX0680
 OX0680                         *CURRENT SURVEY CONTROL
 OX0680  ___________________________________________________________________
 OX0680* NAD 83(1993)-  43 02 01.25844(N)    111 00 41.82586(W)     ADJUSTED  
 OX0680* NAVD 88     -                                                        
 OX0680  ___________________________________________________________________
 OX0680  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 OX0680  GEOID HEIGHT-         -10.74  (meters)                     GEOID03
 OX0680
 OX0680  HORZ ORDER  -  THIRD
 OX0680
 OX0680.The horizontal coordinates were established by classical geodetic methods
 OX0680.and adjusted by the National Geodetic Survey in July 1992..
 OX0680
 OX0680
 OX0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0680
 OX0680.The geoid height was determined by GEOID03.
 OX0680
 OX0680;                    North         East     Units Scale Factor Converg.
 OX0680;SPC WY W     -   381,813.696   724,352.600   MT  1.00000787   -0 38 00.7
 OX0680;SPC ID E     -   152,487.818   294,127.794   MT  1.00005632   +0 47 17.9
 OX0680;UTM  12      - 4,764,555.301   499,053.529   MT  0.99960001   -0 00 28.5
 OX0680
 OX0680                          SUPERSEDED SURVEY CONTROL
 OX0680
 OX0680  NAD 83(1986)-  43 02 01.24822(N)    111 00 41.81464(W) AD(       ) 4
 OX0680  NAD 27      -  43 02 01.54000(N)    111 00 39.04000(W) AD(       ) 3
 OX0680
 OX0680.Superseded values are not recommended for survey control.
 OX0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0680.See file dsdata.txt to determine how the superseded data were derived.
 OX0680
 OX0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9905464555(NAD 83)
 OX0680_MARKER: 90 = CHURCH SPIRE
 OX0680
 OX0680  HISTORY     - Date     Condition        Report By
 OX0680  HISTORY     - 1922     FIRST OBSERVED   CGS
 OX0680
 OX0680                          STATION DESCRIPTION
 OX0680
 OX0680'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2119 ***********************************************************************
 AA2119  CBN         -  This is a Cooperative Base Network Control Station.
 AA2119  DESIGNATION -  ETNA RESET
 AA2119  PID         -  AA2119
 AA2119  STATE/COUNTY-  WY/LINCOLN
 AA2119  USGS QUAD   -  ETNA (1966)
 AA2119
 AA2119                         *CURRENT SURVEY CONTROL
 AA2119  ___________________________________________________________________
 AA2119* NAD 83(1993)-  43 02 51.86976(N)    111 00 42.43849(W)     ADJUSTED  
 AA2119* NAVD 88     -      1772.2    (meters)    5814.     (feet)  GPS OBS   
 AA2119  ___________________________________________________________________
 AA2119  X           -  -1,674,339.617 (meters)                     COMP
 AA2119  Y           -  -4,359,122.885 (meters)                     COMP
 AA2119  Z           -   4,332,581.356 (meters)                     COMP
 AA2119  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 AA2119  ELLIP HEIGHT-        1761.15  (meters)          (09/07/01) GPS OBS
 AA2119  GEOID HEIGHT-         -10.72  (meters)                     GEOID03
 AA2119
 AA2119  HORZ ORDER  -  B
 AA2119  ELLP ORDER  -  FOURTH    CLASS I
 AA2119
 AA2119.The horizontal coordinates were established by GPS observations
 AA2119.and adjusted by the National Geodetic Survey in October 1994..
 AA2119
 AA2119.The orthometric height was determined by GPS observations and a
 AA2119.high-resolution geoid model.
 AA2119
 AA2119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2119
 AA2119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2119
 AA2119.The ellipsoidal height was determined by GPS observations
 AA2119.and is referenced to NAD 83.
 AA2119
 AA2119.The geoid height was determined by GEOID03.
 AA2119
 AA2119;                    North         East     Units Scale Factor Converg.
 AA2119;SPC WY W     -   383,375.597   724,356.007   MT  1.00000787   -0 38 01.7
 AA2119;UTM  12      - 4,766,116.509   499,039.886   MT  0.99960001   -0 00 29.0
 AA2119
 AA2119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2119!SPC WY W     -   0.99972389  x   1.00000787  =   0.99973176
 AA2119!UTM  12      -   0.99972389  x   0.99960001  =   0.99932401
 AA2119
 AA2119                          SUPERSEDED SURVEY CONTROL
 AA2119
 AA2119  ELLIP H (10/19/94) 1761.17   (m)                       GP(       ) 4 1
 AA2119
 AA2119.Superseded values are not recommended for survey control.
 AA2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2119.See file dsdata.txt to determine how the superseded data were derived.
 AA2119
 AA2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9904066117(NAD 83)
 AA2119_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2119_STAMPING: ETNA 1946 1993
 AA2119_MARK LOGO: NGS   
 AA2119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2119+STABILITY: SURFACE MOTION
 AA2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2119+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1993
 AA2119
 AA2119  HISTORY     - Date     Condition        Report By
 AA2119  HISTORY     - 1993     MONUMENTED       WYDT
 AA2119  HISTORY     - 19930719 GOOD             NGS
 AA2119
 AA2119                          STATION DESCRIPTION
 AA2119
 AA2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA2119'NOTE--IT WAS NOT KNOWN THAT THIS POINT WOULD BE USED IN THE 1993 HARN
 AA2119'PROJECT AT TIME OF RECON.  THE FIELD PARTY WILL HAVE TO TAPE THE
 AA2119'REFERENCE POINTS AT TIME OF VISIT.  SUBSURFACE DISK WAS RECOVERED
 AA2119'ALONG WITH BENCH MARK D 67.  THE STATE HIGHWAY DEPARTMENT WILL SET A
 AA2119'NEW SURFACE MARK DIRECTLY OVER THE SUBSURFACE DISK IN 1993 AND
 AA2119'ELEVATIONS WILL BE RUN FROM D 67. STATION IS LOCATED ABOUT 1.5 KM
 AA2119'(0.95 MI)  NORTH OF ETNA, ALONG US HIGHWAY 89, AT MILE 108.9, AT A
 AA2119'ENTRANCE TO A HAY FIELD, AT THE SITE OF THE SUBSURFACE MARK FOR
 AA2119'TRIANGULATION STATION ETNA. OWNERSHIP--STATE HIGHWAY DEPARTMENT. TO
 AA2119'REACH FROM THE METCALF SCHOOL IN THE SOUTH SECTION OF ETNA, GO NORTH
 AA2119'ON HIGHWAY 89 FOR 1.49 KM (0.90 MI)  TO PAVED COUNTY ROAD 111 ON THE
 AA2119'LEFT.  CONTINUE AHEAD FOR 0.40 KM (0.25 MI)  TO THE STATION ON THE
 AA2119'RIGHT. STATION MARK IS A DISK SET IN THE TOP OF A 60-CM IRREGULAR MASS
 AA2119'OF CONCRETE FLUSH WITH THE GROUND. IT IS 38.4 M (126.0 FT) NORTH OF
 AA2119'THE NORTH ONE OF TWO 2 BY 4 FIBERGLASS COVERS FOR A CABLE SERVICE BOX,
 AA2119'14.5 M (47.6 FT) EAST OF, AND 1 M (3.3 FT)  LOWER THAN THE HIGHWAY
 AA2119'CENTER, 9.8 M (32.2 FT) SOUTH OF THE SOUTH END OF A 18 INCH GALVANIZED
 AA2119'PIPE UNDER A FIELD ROAD, 8.5 M (27.9 FT)  SOUTH OF BENCH MARK D 67,
 AA2119'AND 0.9 M (3.0 FT) WEST OF THE FENCE LINE. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0820 ***********************************************************************
 MR0820  FBN         -  This is a Federal Base Network Control Station.
 MR0820  DESIGNATION -  EVANSTON
 MR0820  PID         -  MR0820
 MR0820  STATE/COUNTY-  WY/UINTA
 MR0820  USGS QUAD   -  EVANSTON (1978)
 MR0820
 MR0820                         *CURRENT SURVEY CONTROL
 MR0820  ___________________________________________________________________
 MR0820* NAD 83(1993)-  41 15 17.06488(N)    110 58 53.36043(W)     ADJUSTED  
 MR0820* NAVD 88     -      2141.6    (meters)    7026.     (feet)  GPS OBS   
 MR0820  ___________________________________________________________________
 MR0820  X           -  -1,720,000.943 (meters)                     COMP
 MR0820  Y           -  -4,485,086.199 (meters)                     COMP
 MR0820  Z           -   4,185,135.338 (meters)                     COMP
 MR0820  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 MR0820  ELLIP HEIGHT-        2126.66  (meters)          (02/28/01) GPS OBS
 MR0820  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MR0820
 MR0820  HORZ ORDER  -  B
 MR0820  ELLP ORDER  -  SECOND    CLASS I
 MR0820
 MR0820.The horizontal coordinates were established by GPS observations
 MR0820.and adjusted by the National Geodetic Survey in October 1994..
 MR0820
 MR0820.The orthometric height was determined by GPS observations and a
 MR0820.high-resolution geoid model.
 MR0820
 MR0820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0820
 MR0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0820
 MR0820.The ellipsoidal height was determined by GPS observations
 MR0820.and is referenced to NAD 83.
 MR0820
 MR0820.The geoid height was determined by GEOID03.
 MR0820
 MR0820;                    North         East     Units Scale Factor Converg.
 MR0820;SPC WY W     -   184,198.871   724,729.492   MT  1.00000720   -0 35 32.2
 MR0820;SPC UT N     - 1,102,451.727   543,454.491   MT  0.99995684   +0 20 30.8
 MR0820;UTM  12      - 4,567,036.438   501,550.793   MT  0.99960003   +0 00 43.9
 MR0820
 MR0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0820!SPC WY W     -   0.99966653  x   1.00000720  =   0.99967373
 MR0820!SPC UT N     -   0.99966653  x   0.99995684  =   0.99962339
 MR0820!UTM  12      -   0.99966653  x   0.99960003  =   0.99926670
 MR0820
 MR0820|---------------------------------------------------------------------|
 MR0820| PID    Reference Object                     Distance      Geod. Az  |
 MR0820|                                                           dddmmss.s |
 MR0820| CP5339 EVANSTON RM 1                         8.535 METERS 02310     |
 MR0820| MR0816 EVANSTON SITE REPETR 4 FAA MST      APPROX.17.1 KM 0790810.4 |
 MR0820| MR0817 MICROWAVE TWR 10 MI E EVANSTON      APPROX.17.0 KM 0792431.8 |
 MR0820| CP5338 EVANSTON AZ MK                                     1952529.5 |
 MR0820| MR0677 MICROWAVE REL TWR SW EVANSTON       APPROX. 7.6 KM 2314105.8 |
 MR0820| MR0819 EVANSTON RM 3                       101.198 METERS 25625     |
 MR0820| CP5340 EVANSTON RM 2                         8.860 METERS 29549     |
 MR0820|---------------------------------------------------------------------|
 MR0820
 MR0820                          SUPERSEDED SURVEY CONTROL
 MR0820
 MR0820  ELLIP H (10/19/94) 2126.68   (m)                       GP(       ) 4 1
 MR0820  NAD 83(1986)-  41 15 17.05073(N)    110 58 53.34916(W) AD(       ) 1
 MR0820  NAD 27      -  41 15 17.24580(N)    110 58 50.69240(W) AD(       ) 1
 MR0820  NGVD 29 (07/19/86) 2140.35   (m)         7022.1    (f) LEVELING    3  
 MR0820
 MR0820.Superseded values are not recommended for survey control.
 MR0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0820.See file dsdata.txt to determine how the superseded data were derived.
 MR0820
 MR0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0155167036(NAD 83)
 MR0820_MARKER: DS = TRIANGULATION STATION DISK
 MR0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0820_STAMPING: EVANSTON 1938
 MR0820_MARK LOGO: CGS   
 MR0820_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0820+STABILITY: SURFACE MOTION
 MR0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0820+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 MR0820
 MR0820  HISTORY     - Date     Condition        Report By
 MR0820  HISTORY     - 1938     MONUMENTED       CGS
 MR0820  HISTORY     - 1962     GOOD             CGS
 MR0820  HISTORY     - 1965     GOOD             USGS
 MR0820  HISTORY     - 1974     GOOD             NGS
 MR0820  HISTORY     - 19930723 GOOD             NGS
 MR0820  HISTORY     - 19990719 GOOD             NGS
 MR0820  HISTORY     - 20050717 GOOD             GEOCAC
 MR0820
 MR0820                          STATION DESCRIPTION
 MR0820
 MR0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 MR0820'STATION IS NEAR THE SOUTHERN END OF A LOW, LONG, BARE RIDGE THAT
 MR0820'RUNS NORTH AND SOUTH AND IS 38 FEET W OF A POWERLINE.  IT LIES
 MR0820'APPROXIMATELY 1-1/4 MILES SW OF THE CENTER OF EVANSTON AND 3-1/4
 MR0820'MILES E OF THE UTAH STATE LINE.
 MR0820'
 MR0820'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MR0820'BRONZE DISKS SET IN CONCRETE.
 MR0820'
 MR0820'REACHED FROM EVANSTON AS FOLLOWS--FROM MAIN STREET GO SW ON
 MR0820'10TH STREET TO ITS END.  CONTINUE SW ALONG RIGHT SIDE OF FENCE
 MR0820'LINE 0.9 MILE TO GATE, PASS THROUGH GATE AND CONTINUE SW UP
 MR0820'HILL FOR 0.15 MILE TO FORK, TAKE RIGHT FORK ABOUT 50 YARDS, THEN
 MR0820'ANOTHER RIGHT FORK.  CONTINUE SW ALONG LINE OF POWER POLES FOR
 MR0820'0.15 MILE TO STATION.
 MR0820'
 MR0820'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE SSW OF STATION ON A LOW
 MR0820'RIDGE, ABOUT 100 YARDS E OF THE POWER LINE.  STACK, WHITE
 MR0820'CONCRETE, IS AT THE STATE HOSPITAL IN EVANSTON.
 MR0820'
 MR0820'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 MR0820
 MR0820                          STATION RECOVERY (1962)
 MR0820
 MR0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0820'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MR0820'CONDITION.  THE AZIMUTH MARK HAS BEEN HIT BY MACHINERY AND THE
 MR0820'EDGE BROKEN OFF.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MR0820'
 MR0820'STATION IS ON A LOW GRASS AND BRUSH COVERED HILL, ABOUT 1 MILE
 MR0820'SOUTHWEST OF EVANSTON, 1/2 MILE SOUTH OF U.S. HIGHWAY 30S AND
 MR0820'3-1/2 MILES EAST OF THE UTAH-WYOMING STATE LINE.
 MR0820'
 MR0820'TO REACH FROM THE POST OFFICE IN EVANSTON.  GO SOUTHWEST ON
 MR0820'10TH STREET FOR 0.4 MILE TO THE END OF THE PAVED ROAD.  CONTINUE
 MR0820'AHEAD, SOUTHWEST, ON THE GRADED ROAD FOR 0.3 MILE TO A FORK.
 MR0820'TAKE THE RIGHT FORK, ALONG THE POWERLINE FOR 0.1 MILE TO A
 MR0820'CROSSROAD.  CONTINUE AHEAD ON THE TRACK ROAD, ALONG THE POWERLINE
 MR0820'FOR 0.15 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 MR0820'MARK, CONTINUE AHEAD, SOUTH-SOUTHWEST, ON TRACK ROAD FOR 0.25
 MR0820'MILE TO THE AZIMUTH MARK ON THE LEFT.
 MR0820'
 MR0820'STATION MARK IS A STANDARD DISK, STAMPED EVANSTON 1938, SET IN
 MR0820'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 MR0820'IT IS 52 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD,
 MR0820'40 FEET NORTHWEST OF A POWERLINE POLE WITH A TRIANGLE BLAZE ON
 MR0820'THE NORTHEAST SIDE AND 6.2 FEET NORTH OF A WITNESS POST.
 MR0820'
 MR0820'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EVANSTON NO 1 1938,
 MR0820'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST PROJECTING 6
 MR0820'INCHES.  IT IS 55 FEET NORTH OF THE POWERLINE POLE, 54 FEET
 MR0820'NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD AND ABOUT THE SAME
 MR0820'ELEVATION AS THE STATION.
 MR0820'
 MR0820'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EVANSTON NO 2 1938,
 MR0820'SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST PROJECTING 6
 MR0820'INCHES.  IT IS 82 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK
 MR0820'ROAD, 70 FEET NORTHWEST OF THE POWERLINE POLE AND ABOUT THE
 MR0820'SAME ELEVATION AS THE STATION.
 MR0820'
 MR0820'AZIMUTH MARK IS A STANDARD DISK, STAMPED EVANSTON 1938, SET IN
 MR0820'THE TOP OF A 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MR0820'IT IS 228 FEET SOUTH OF A TELEPHONE LINE POLE, 161 FEET EAST
 MR0820'OF A POWERLINE POLE, 1.5 FEET EAST OF A SMALL CAIRN AND 1.3 FEET
 MR0820'NORTH OF A WITNESS POST.
 MR0820
 MR0820                          STATION RECOVERY (1965)
 MR0820
 MR0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MR0820'RECOVERED.
 MR0820'
 MR0820'STATION MARK - STANDARD DISK STAMPED ---EVANSTON 1938---, SET IN TOP
 MR0820'OF 12 IN. SQUARE CONCRETE POST PROJECTING 4 IN.
 MR0820'
 MR0820'REFERENCE MARKS - NONE.
 MR0820
 MR0820                          STATION RECOVERY (1974)
 MR0820
 MR0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MR0820'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 MR0820'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES
 MR0820'AND DIRECTIONS TO ALL MARKS COMPARED FAVORABLY WITH THE OLD
 MR0820'DATA.  A NEW DESCRIPTION FOLLOWS.
 MR0820'
 MR0820'THE STATION IS LOCATED ON A SMALL BRUSH COVERED HILL, ABOUT
 MR0820'1 MILE SOUTH OF EVANSTON, 1/2 MILE SOUTH OF INTERSTATE HIGHWAY 80,
 MR0820'AND NEAR THE NW 1/4 SECTION 29, T 15 N, R 120 W.
 MR0820'
 MR0820'TO REACH THE STATION FROM THE POST OFFICE IN EVANSTON, CORNER
 MR0820'OF 10TH STREET AND CENTER STREET, GO SOUTHEAST ON CENTER STREET
 MR0820'FOR 0.3 MILE TO THE INTERSECTION OF 6TH STREET.  TURN RIGHT AND
 MR0820'GO SOUTH-SOUTHWEST ON 6TH STREET FOR 0.4 MILE TO THE CORNER OF
 MR0820'LOMBARD STREET AND A THREE WAY ROAD.  BEAR LEFT AND GO SOUTHEAST
 MR0820'ON THE GRAVEL ROAD FOR 0.15 MILE TO THE UNDERPASS OF INTERSTATE
 MR0820'HIGHWAY 80.  CONTINUE SOUTHERLY ON THE GRAVEL ROAD FOR 1.5 MILES TO
 MR0820'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE GRAVEL
 MR0820'ROAD FOR 0.15 MILE TO AN IRON GATE STRAIGHT AHEAD AND A WIRE
 MR0820'GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE, AND GO
 MR0820'NORTH ON THE TRACK ROAD FOR 0.3 MILE TO A FORK.  KEP RIGHT FORK
 MR0820'AND CONTINUE NORTH ON THE TRACK ROAD FOR 0.4 MILE TO THE
 MR0820'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE TRACK
 MR0820'ROAD, FOLLOWING POWER LINE POLES, FOR 0.25 MILE TO THE
 MR0820'STATION ON THE LEFT.
 MR0820'
 MR0820'THE STATION MARK IS A STANDARD DISK STAMPED EVANSTON 1938,
 MR0820'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MR0820'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 40 FEET NORTHWEST OF A
 MR0820'POWER POLE AND 3.5 FEET EAST OF A METAL WITNESS POST.
 MR0820'
 MR0820'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EVANSTON NO 1 1938,
 MR0820'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MR0820'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 55 FEET NORTHWEST OF A
 MR0820'POWER POLE AND 28 FEET NORTHWEST OF A METAL WITNESS POST AND ABOUT
 MR0820'THE SAME ELEVATION AS THE STATION.
 MR0820'
 MR0820'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EVANSTON NO 2 1938,
 MR0820'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MR0820'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 80 FEET WEST OF A POWER
 MR0820'POLE AND 26 FEET WEST OF A METAL WITNESS POST, AND ABOUT THE SAME
 MR0820'ELEVATION AS THE STATION.
 MR0820'
 MR0820'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EVANSTON 1938,
 MR0820'CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MR0820'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 1 FOOT NORTH OF A WITNESS
 MR0820'POST.
 MR0820'
 MR0820'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MR0820'
 MR0820'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MR0820'1 MILE SOUTH OF EVANSTON.
 MR0820
 MR0820                          STATION RECOVERY (1993)
 MR0820
 MR0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MR0820'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 MR0820'RECOVERED IN GOOD CONDITION. STATION IS LOCATED ABOUT 1.5 KM (0.95 MI)
 MR0820'SOUTHWEST OF EVANSTON, ON THE SOUTHWEST SIDE OF BURNT HILL, A LOW BARE
 MR0820'HILL WITH A WOOD POLE POWERLINE CROSSING, IN THE NORTHWEST 1/4 OF
 MR0820'SECTION 29, T 15 N, R 120 W.  OWNERSHIP--UNKNOWN. TO REACH FROM THE
 MR0820'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80 AND OVERTHRUST ROAD
 MR0820'(EXIT 3) ON THE SOUTHWEST SIDE OF EVANSTON, GO SOUTH ON OVERTHRUST
 MR0820'ROAD FOR 1.43 KM (0.90 MI) TO TWO DIRT ROADS LEFT JUST PAST LARGE
 MR0820'BUILDING ON THE RIGHT.  TURN LEFT, TAKING THE RIGHT ROAD, EAST, THEN
 MR0820'NORTHEAST, UPGRADE FOR 0.27 KM (0.15 MI) TO A POWERLINE.  CONTINUE
 MR0820'UPGRADE ON ROUGH ROAD FOR 0.15 KM (0.10 MI) TO THE AZIMUTH MARK ON THE
 MR0820'RIGHT.  CONTINUE NORTHEAST ON ROAD FOR 0.32 KM (0.20 MI) TO A REVERSE
 MR0820'FORK RIGHT AND A TRACK ROAD LEFT.  TURN LEFT, NORTH, ON TRACK ROAD FOR
 MR0820'0.19 KM (0.10 MI) TO THE STATION ON THE LEFT JUST PAST THE POWERLINE.
 MR0820'STATION MARK IS A DISK SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 MR0820'PROJECTING 10 CM ABOVE GROUND.  IT IS ABOUT 50 M (164.0 FT) SOUTH OF,
 MR0820'AND SLIGHTLY LOWER THAN HIGH GROUND, 15.3 M (50.2 FT) WEST OF THE ROAD
 MR0820'CENTER, 0.5 M (1.6 FT) WEST OF A METAL WITNESS POST, 1.2 M (3.9 FT)
 MR0820'NORTH OF A METAL WITNESS POST, 12.6 M (41.3 FT) NORTHWEST OF A
 MR0820'POWERLINE POLE, AND 70.2 M (230.3 FT) SOUTH-SOUTHWEST OF A LARGE
 MR0820'WOODEN POLE WITH EMERGENCY SIREN. DESCRIBED BY G.R.HEID
 MR0820
 MR0820                          STATION RECOVERY (1999)
 MR0820
 MR0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MR0820'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 MR0820'CONDITION AND AS PREVIOUSLY DESCRIBED.  NOTE--THE LARGE BUILDING AT
 MR0820'THE JUNCTION OF TWO DIRT ROADS STATED IN THE 1993 DESCRIPTION IS NOW
 MR0820'THE EVANSTON CHRISTIAN MISSIONARY ALLIANCE CHURCH, THE TWO DIRT ROADS
 MR0820'ARE ACROSS THE HIGHWAY FROM THE SOUTH ENTRANCE DRIVE OF THE CHURCH.
 MR0820
 MR0820                          STATION RECOVERY (2005)
 MR0820
 MR0820'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 MR0820'FOUND THE STATION, ALL THREE REFERENCE MARKS AND THE AZIMUTH MARK IN
 MR0820'GOOD CONDITION.  HANDHELD COORDINATES FOR REFERENCE MARK NO. 3 ARE
 MR0820'N41-15-16.24 W110-58-57.60.  HANDHELD COORDINATES FOR THE AZIMUTH MARK
 MR0820'ARE N41-15-03.54 W110-58-58.62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0816 ***********************************************************************
 MR0816  DESIGNATION -  EVANSTON SITE REPETR 4 FAA MST
 MR0816  PID         -  MR0816
 MR0816  STATE/COUNTY-  WY/UINTA
 MR0816  USGS QUAD   -  GUILD HOLLOW (1978)
 MR0816
 MR0816                         *CURRENT SURVEY CONTROL
 MR0816  ___________________________________________________________________
 MR0816* NAD 83(1993)-  41 17 00.76996(N)    110 46 52.65738(W)     ADJUSTED  
 MR0816* NAVD 88     -                                                        
 MR0816  ___________________________________________________________________
 MR0816  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 MR0816  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MR0816
 MR0816  HORZ ORDER  -  THIRD
 MR0816
 MR0816.The horizontal coordinates were established by classical geodetic methods
 MR0816.and adjusted by the National Geodetic Survey in January 1997..
 MR0816
 MR0816
 MR0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0816
 MR0816.The geoid height was determined by GEOID03.
 MR0816
 MR0816;                    North         East     Units Scale Factor Converg.
 MR0816;SPC WY W     -   187,243.871   741,532.818   MT  0.99997956   -0 27 37.9
 MR0816;UTM  12      - 4,570,257.332   518,314.488   MT  0.99960413   +0 08 39.5
 MR0816
 MR0816                          SUPERSEDED SURVEY CONTROL
 MR0816
 MR0816  NAD 83(1986)-  41 17 00.75815(N)    110 46 52.64964(W) AD(       ) 4
 MR0816  NAD 27      -  41 17 00.94900(N)    110 46 50.01900(W) AD(       ) 3
 MR0816
 MR0816.Superseded values are not recommended for survey control.
 MR0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0816.See file dsdata.txt to determine how the superseded data were derived.
 MR0816
 MR0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1831470257(NAD 83)
 MR0816_MARKER: 42 = RADIO/TV MAST
 MR0816
 MR0816  HISTORY     - Date     Condition        Report By
 MR0816  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0816  HISTORY     - 1974     GOOD             NGS
 MR0816
 MR0816                          STATION DESCRIPTION
 MR0816
 MR0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0816'STATION IS ON A HIGH RIDGE, ABOUT 10 MILES EAST OF EVANSTON,
 MR0816'1/2 MILE SOUTH OF U.S. HIGHWAY 30S AND 2-1/2 SOUTHWEST OF THE
 MR0816'JUNCTION OF U.S. HIGHWAYS 30S AND 189.
 MR0816'
 MR0816'STATION IS THE TOP CENTER OF THE MAST.  THE MAST IS CONSTRUCTED
 MR0816'OF STRUCTURAL STEEL AND ALTERNATE SECTIONS ARE PAINTED RED AND
 MR0816'WHITE, WITH AN OVERALL HEIGHT OF 210 FEET.
 MR0816
 MR0816                          STATION RECOVERY (1974)
 MR0816
 MR0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MR0816'THE OLD NAME OF THIS STATION WAS EVANSTON SITE REPEATER NO. 4
 MR0816'FAA RADAR MAST 1962, IT WAS CHANGED AT THIS TIME TO CONFORM WITH
 MR0816'THE RULING OF SHORTER NAMES FOR INTERSECTION STATIONS.  THE
 MR0816'1962 DESCRIPTION IS ADEQUATE.
 MR0816'
 MR0816'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 MR0816'EAST OF EVANSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9917 ***********************************************************************
 AC9917  SACS        -  This is a Secondary Airport Control Station.
 AC9917  DESIGNATION -  EVW A
 AC9917  PID         -  AC9917
 AC9917  STATE/COUNTY-  WY/UINTA
 AC9917  USGS QUAD   -  MURPHY RIDGE (1991)
 AC9917
 AC9917                         *CURRENT SURVEY CONTROL
 AC9917  ___________________________________________________________________
 AC9917* NAD 83(1993)-  41 16 43.11218(N)    111 01 06.69405(W)     ADJUSTED  
 AC9917* NAVD 88     -      2173.13   (meters)    7129.7    (feet)  GPS OBS   
 AC9917  ___________________________________________________________________
 AC9917  X           -  -1,722,280.058 (meters)                     COMP
 AC9917  Y           -  -4,482,360.414 (meters)                     COMP
 AC9917  Z           -   4,187,151.865 (meters)                     COMP
 AC9917  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 AC9917  ELLIP HEIGHT-        2157.86  (meters)          (05/08/06) GPS OBS
 AC9917  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 AC9917
 AC9917  HORZ ORDER  -  FIRST
 AC9917  ELLP ORDER  -  THIRD     CLASS I
 AC9917
 AC9917.This mark is at Evanston Uinta Co Burns Fld Airport (EVW)
 AC9917
 AC9917.The horizontal coordinates were established by GPS observations
 AC9917.and adjusted by the WASHINGTON GROUP INT INC in May 2006..
 AC9917
 AC9917.The orthometric height was determined by GPS observations and a
 AC9917.high-resolution geoid model.
 AC9917
 AC9917.GPS derived orthometric heights for airport stations designated as
 AC9917.PACS or SACS are published to 2 decimal places.  This maintains
 AC9917.centimeter relative accuracy between the PACS and SACS.  It does
 AC9917.not indicate centimeter accuracy relative to other marks which are
 AC9917.part of the NAVD 88 network.
 AC9917
 AC9917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9917
 AC9917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9917
 AC9917.The ellipsoidal height was determined by GPS observations
 AC9917.and is referenced to NAD 83.
 AC9917
 AC9917.The geoid height was determined by GEOID03.
 AC9917
 AC9917;                    North         East     Units Scale Factor Converg.
 AC9917;SPC WY W     -   186,886.038   721,654.116   MT  1.00001301   -0 37 01.2
 AC9917;UTM  12      - 4,569,689.913   498,448.505   MT  0.99960003   -0 00 44.0
 AC9917
 AC9917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9917!SPC WY W     -   0.99966164  x   1.00001301  =   0.99967465
 AC9917!UTM  12      -   0.99966164  x   0.99960003  =   0.99926181
 AC9917
 AC9917                          SUPERSEDED SURVEY CONTROL
 AC9917
 AC9917.No superseded survey control is available for this station.
 AC9917
 AC9917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9844969690(NAD 83)
 AC9917_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AC9917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9917_STAMPING: EVW A 1987
 AC9917_MARK LOGO: NOS   
 AC9917_PROJECTION: FLUSH
 AC9917_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9917+STABILITY: SURFACE MOTION
 AC9917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9917+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2006
 AC9917
 AC9917  HISTORY     - Date     Condition        Report By
 AC9917  HISTORY     - 1987     MONUMENTED       NOS
 AC9917  HISTORY     - 20060105 GOOD             WASHGP
 AC9917
 AC9917                          STATION DESCRIPTION
 AC9917
 AC9917'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (DAH)
 AC9917'THE STATION IS LOCATED AT THE EAST END OF THE AIRPORT AT THE SOUTHEAST
 AC9917'EDGE OF A FLAT-TOPPED HILL EAST OF RWY END 23.  IT IS 374.9 FT. (114.3
 AC9917'M) EAST OF THE CENTERLINE END OF RWY 23 AND 235.6 FT. (71.8 M)
 AC9917'SOUTHEAST OF THE EXTENDED CENTERLINE OF THE RWY.  IT IS 301.9 FT.
 AC9917'(92.0 M) EAST OF THE SOUTH REIL 23, 99.0 FT.  (30.2 M) EAST OF THE
 AC9917'CENTER OF AN IRON SEWER MAN-HOLE, 86.7 FT.  (26.4 M) EAST OF A 6 INCH
 AC9917'WELLHEAD, CAPPED PIPE, AND ABOUT 10 FT.  (3.0 M) NORTHWEST OF THE EDGE
 AC9917'OF THE HILL.  IT IS 1 FT.  (0.3 M) NORTH OF A WITNESS POST CONSISTING
 AC9917'OF A FRANGIBLE STEEL RANGE POLE PAINTED ORANGE AND PROJECTING 2 FT.
 AC9917'(0.6 M) IT IS AN NOS DISK STAMPED EVW A 1987 AND SET IN THE TOP OF A
 AC9917'CONCRETE POST FLUSH WITH THE GROUND.
 AC9917
 AC9917                          STATION RECOVERY (2006)
 AC9917
 AC9917'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL INC 2006 (SFM)
 AC9917'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL, INC. 2006 (SFM)
 AC9917'TRANSPORTATION ACCESS BY CAR. MARK IS IN THE WEST 1/2 OF SECTION 13,
 AC9917'TOWNSHIP 15 NORTH, RANGE 121 WEST,  6TH P.M., IN UINTA COUNTY,
 AC9917'WYOMING, 4.5 KM (2.8 MI) NORTHWESTERLY FROM  EVANSTON, WYOMING, 2.4 KM
 AC9917'(1.5 MI) EAST (NORMAL) FROM THE WEST WYOMING STATE  BOUNDARY LINE, AT
 AC9917'THE THE EVANSTON - UINTA COUNTY AIRPORT (BURNS FIELD). FOR  PERMISSION
 AC9917'TO ENTER AIRPORT PROPERTY, CONTACT MR. MIKE LASALLE. MR. LASALLE IS
 AC9917'THE AIRPORT OPERATIONS MANAGER. HE CAN BE CONTACTED AT PHONE NO.
 AC9917'307-789-2256.  POSTAL ADDRESS IS 2160 UINTA COUNTY ROAD 111, EVANSTON,
 AC9917'WYOMING, 82930-9201.  THIS AIRPORT IS CONTROLLED ACCESS.
 AC9917' 
 AC9917'TO REACH FROM THE JUNCTION OF INTERSTATE 80 (OVERPASS AT EXIT NO. 3)
 AC9917'WITH U.S.  189 BUSINESS ROUTE (BEING ALSO NAMED INTERSTATE 80 BUSINESS
 AC9917'ROUTE AND ALSO BEING  NAMED HARRISON DRIVE) IN EVANSTON, WYOMING, GO
 AC9917'NORTHERLY AND NORTHEASTERLY  ALONG HARRISON DRIVE 0.3 KM (0.2 MI) TO
 AC9917'THE JUNCTION WITH WASATCH ROAD (DRIVE),  TURN LEFT AND GO
 AC9917'NORTHWESTERLY THEN WESTERLY AND SOUTHWESTERLY ALONG WASATCH  ROAD 2.1
 AC9917'KM (1.3 MI), TO THE JUNCTION WITH COUNTY ROAD 111 (BEING ALSO NAMED
 AC9917'AIRPORT ROAD), TURN RIGHT AND GO NORTHWESTERLY ALONG AIRPORT ROAD 60
 AC9917'METERS  (200 FT) TO THE UNION PACIFIC RAILROAD MAINLINE CROSSING,
 AC9917'CONTINUE ALONG  AIRPORT ROAD GOING GENERALLY WESTERLY AND
 AC9917'NORTHWESTERLY 3.2 KM (2.0 MI) TO A  CATTLE GUARD CROSSING, CONTINUE
 AC9917'ALONG AIRPORT ROAD GOING NORTHWESTERLY 0.1 KM  (0.1 MI) TO THE HILL
 AC9917'CREST AND JUNCTION WITH A ROAD (AIRPORT MAINTENANCE ROAD  SURFACED
 AC9917'WITH ASPHALT MILLINGS) TO THE LEFT, CONTINUE AHEAD NORTHWESTERLY ALONG
 AC9917'AIRPORT ROAD 60 M (200 FT) TO THE AIRPORT TERMINAL, TURN RIGHT AND GO
 AC9917'NORTHEASTERLY 46 M (150 FT) TO THE KEY CARD GATE, TURN LEFT AND GO
 AC9917'NORTHWESTERLY THROUGH THE GATE 0.1 KM (0.1 MI) ALONG THE RAMP/APRON TO
 AC9917'THE  JUNCTION WITH ''TAXIWAY A3'', CONTINUE NORTHWESTERLY ALONG
 AC9917'''TAXIWAY A3''  0.1 KM (0.1 MI) TO THE JUNCTION WITH ''OLD RUNWAY
 AC9917'5/23'', TURN RIGHT AND GO  NORTHEASTERLY ALONG ''OLD RUNWAY 5/23'' 1.0
 AC9917'KM (0.6 MI) TO THE JUNCTION WITH  ''TAXIWAY A1'', CONTINUE
 AC9917'NORTHEASTERLY (OFF PAVEMENT), THEN EASTERLY 0.3 KM  (0.2 MI) TO THE
 AC9917'MARK ON THE RIGHT.
 AC9917' 
 AC9917'MARK IS A 8.9 CM (3.5 INCH) NATIONAL OCEAN SERVICE GENERAL PURPOSE
 AC9917'DISK,  STAMPED--EVW A, 1987, NATIONAL OCEAN SERVICE, FOR INFORMATION
 AC9917'OR TO REPORT  DAMAGE WRITE--, SET IN A ROUND CONCRETE POST, FLUSH WITH
 AC9917'THE GROUND, DEPTH  UNKNOWN. MARK IS AT ''NEW RUNWAY 5/23'' PROJECTED
 AC9917'STATION AND OFFSET (88+90,  456 FT RIGHT). MARK IS 327.6 METERS
 AC9917'(1074.7 FT) EASTERLY FROM A 7.6 CM (3 INCH)  BRASS DISK (STAMPED
 AC9917'--79+17.5--, FOUND ON THE CENTERLINE THRESHOLD, END OF  ''NEW RUNWAY
 AC9917'5/23''). MARK IS 37.6 METERS (123.5 FT) NORTHEAST FROM AN ELECTRIC
 AC9917'TRANSFORMER (1.1 METER (3.5 FT) SQUARE). MARK IS 29.9 METERS (98 FT)
 AC9917'SOUTHEASTERLY (NORMAL) FROM THE CENTERLINE OF THE MAINTENANCE ROAD
 AC9917'(SURFACED  WITH ASPHALT MILLINGS). MARK IS 26.5 METERS (87.1 FT)
 AC9917'NORTHEAST FROM A WELL  HEAD (0.2 METER (0.7 FT) DIAMETER BY 0.5 METER
 AC9917'(1.5 FT) HIGH). MARK IS 4.0  METERS (13.0 FT) NORTHWEST (NORMAL) FROM
 AC9917'THE SOUTHEASTERLY FACE OF A ROCK  LEDGE.  THIS STATION IS DESIGNATED
 AC9917'AS A SECONDARY AIRPORT CONTROL STATION. THE HH2 GPS = N41-16-43.1,
 AC9917'W111-01-06.7. NO WITNESS POSTS ALLOWED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9197 ***********************************************************************
 DH9197  SACS        -  This is a Secondary Airport Control Station.
 DH9197  DESIGNATION -  EVW B 2006
 DH9197  PID         -  DH9197
 DH9197  STATE/COUNTY-  WY/UINTA
 DH9197  USGS QUAD   -  MURPHY RIDGE (1991)
 DH9197
 DH9197                         *CURRENT SURVEY CONTROL
 DH9197  ___________________________________________________________________
 DH9197* NAD 83(1993)-  41 16 17.03733(N)    111 02 24.20709(W)     ADJUSTED  
 DH9197* NAVD 88     -      2175.86   (meters)    7138.6    (feet)  GPS OBS   
 DH9197  ___________________________________________________________________
 DH9197  X           -  -1,724,155.682 (meters)                     COMP
 DH9197  Y           -  -4,482,210.196 (meters)                     COMP
 DH9197  Z           -   4,186,548.884 (meters)                     COMP
 DH9197  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 DH9197  ELLIP HEIGHT-        2160.55  (meters)          (05/08/06) GPS OBS
 DH9197  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 DH9197
 DH9197  HORZ ORDER  -  FIRST
 DH9197  ELLP ORDER  -  THIRD     CLASS I
 DH9197
 DH9197.This mark is at Evanston Uinta Co Burns Fld Airport (EVW)
 DH9197
 DH9197.The horizontal coordinates were established by GPS observations
 DH9197.and adjusted by the WASHINGTON GROUP INT INC in May 2006..
 DH9197
 DH9197.The orthometric height was determined by GPS observations and a
 DH9197.high-resolution geoid model.
 DH9197
 DH9197.GPS derived orthometric heights for airport stations designated as
 DH9197.PACS or SACS are published to 2 decimal places.  This maintains
 DH9197.centimeter relative accuracy between the PACS and SACS.  It does
 DH9197.not indicate centimeter accuracy relative to other marks which are
 DH9197.part of the NAVD 88 network.
 DH9197
 DH9197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9197
 DH9197.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9197
 DH9197.The ellipsoidal height was determined by GPS observations
 DH9197.and is referenced to NAD 83.
 DH9197
 DH9197.The geoid height was determined by GEOID03.
 DH9197
 DH9197;                    North         East     Units Scale Factor Converg.
 DH9197;SPC WY W     -   186,101.319   719,841.437   MT  1.00001655   -0 37 52.0
 DH9197;UTM  12      - 4,568,886.440   496,644.958   MT  0.99960014   -0 01 35.1
 DH9197
 DH9197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9197!SPC WY W     -   0.99966122  x   1.00001655  =   0.99967777
 DH9197!UTM  12      -   0.99966122  x   0.99960014  =   0.99926150
 DH9197
 DH9197                          SUPERSEDED SURVEY CONTROL
 DH9197
 DH9197.No superseded survey control is available for this station.
 DH9197
 DH9197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9664568886(NAD 83)
 DH9197_MARKER: Z = SEE DESCRIPTION
 DH9197_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH9197+WITH SETTING: INFORMATION.
 DH9197_STAMPING: EVWB 2006
 DH9197_PROJECTION: FLUSH
 DH9197_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9197+STABILITY: SURFACE MOTION
 DH9197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9197+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 DH9197_ROD/PIPE-DEPTH: 2.3  meters
 DH9197_SLEEVE-DEPTH  :  0.9 meters
 DH9197
 DH9197  HISTORY     - Date     Condition        Report By
 DH9197  HISTORY     - 20060202 MONUMENTED       WASHGP
 DH9197
 DH9197                          STATION DESCRIPTION
 DH9197
 DH9197'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL INC 2006 (SFM)
 DH9197'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL, INC. 2006 (SFM)
 DH9197'TRANSPORTATION ACCESS BY CAR. MARK IS IN THE SOUTHWEST 1/4 OF SECTION
 DH9197'14, TOWNSHIP 15 NORTH, RANGE 121 WEST,  6TH P.M., IN UINTA COUNTY,
 DH9197'WYOMING, 6.1 KM (3.8 MI) NORTHWESTERLY FROM  EVANSTON, WYOMING, 0.5 KM
 DH9197'(0.3 MI) EAST (NORMAL) FROM THE WEST, WYOMING STATE  BOUNDARY LINE, AT
 DH9197'THE THE EVANSTON - UINTA COUNTY AIRPORT (BURNS FIELD). FOR  PERMISSION
 DH9197'TO ENTER AIRPORT PROPERTY, CONTACT MR. MIKE LASALLE. MR. LASALLE IS
 DH9197'THE AIRPORT OPERATIONS MANAGER. HE CAN BE CONTACTED AT PHONE NO.
 DH9197'307-789-2256.  POSTAL ADDRESS IS 2160 UINTA COUNTY ROAD 111, EVANSTON,
 DH9197'WYOMING, 82930-9201.  THIS AIRPORT IS CONTROLLED ACCESS.
 DH9197' 
 DH9197'TO REACH FROM THE JUNCTION OF INTERSTATE 80 (OVERPASS AT EXIT NO. 3)
 DH9197'WITH U.S.  189 BUSINESS ROUTE (BEING ALSO NAMED INTERSTATE 80 BUSINESS
 DH9197'ROUTE AND ALSO BEING  NAMED HARRISON DRIVE) IN EVANSTON, WYOMING, GO
 DH9197'NORTHERLY AND NORTHEASTERLY  ALONG HARRISON DRIVE 0.3 KM (0.2 MI) TO
 DH9197'THE JUNCTION WITH WASATCH ROAD (DRIVE),  TURN LEFT AND GO
 DH9197'NORTHWESTERLY THEN WESTERLY AND SOUTHWESTERLY ALONG WASATCH  ROAD 2.1
 DH9197'KM (1.3 MI), TO THE JUNCTION WITH COUNTY ROAD 111 (BEING ALSO NAMED
 DH9197'AIRPORT ROAD), TURN RIGHT AND GO NORTHWESTERLY ALONG AIRPORT ROAD 60
 DH9197'METERS  (200 FT) TO THE UNION PACIFIC RAILROAD MAINLINE CROSSING,
 DH9197'CONTINUE ALONG  AIRPORT ROAD GOING GENERALLY WESTERLY AND
 DH9197'NORTHWESTERLY 3.2 KM (2.0 MI) TO A  CATTLE GUARD CROSSING, CONTINUE
 DH9197'ALONG AIRPORT ROAD GOING NORTHWESTERLY 0.1 KM  (0.1 MI) TO THE HILL
 DH9197'CREST AND JUNCTION WITH A ROAD (AIRPORT MAINTENANCE ROAD  SURFACED
 DH9197'WITH ASPHALT MILLINGS) TO THE LEFT, TURN LEFT AND GO SOUTHWESTERLY AND
 DH9197'NORTHWESTERLY ALONG THE MAINTENANCE ROAD 0.2 KM (0.1 MI) TO A LOCKED
 DH9197'GATE  (SOUTHWESTERLY OF THE AIRPORT ADMINSTRATION BUILDINGS), PROCEED
 DH9197'NORTHWESTERLY  THROUGH THE GATE, ALONG THE MAINTENANCE ROAD 0.2 KM
 DH9197'(0.1 MI) TO A FORK TO THE  LEFT, PROCEED TO THE LEFT GOING
 DH9197'SOUTHWESTERLY (PARALLELLING THE RUNWAY) ALONG  THE MAINTENANCE ROAD
 DH9197'0.6 KM (0.4 MI) TO THE MARK ON THE LEFT.
 DH9197' 
 DH9197'MARK IS THE CENTER PUNCHED TOP OF A 9/16-INCH DIAMETER STAINLESS STEEL
 DH9197'ROD,  DRIVEN TO A REFUSAL DEPTH OF 2.3 METERS (7.6 FT). THE LOGO CAP
 DH9197'IS STAMPED --EVWB 2006--. THE ROD IS IN A 2.5 CM (1.0 INCH) INSIDE
 DH9197'DIAMETER BY 91 CM  (3.0 FT) LONG, GREASE FILLED, FLUTED PLASTIC
 DH9197'SLEEVE, AND IS ENCASED BY A  15 CM (6 INCH) DIAMETER PVC PIPE WITH
 DH9197'ATTACHED LOGO CAP SET IN A CONCRETE POST  THAT IS FLUSH WITH THE
 DH9197'GROUND. THE ROD TOP IS RECESSED 9.0 CM (0.3 FT) BELOW  THE LOGO CAP.
 DH9197'MARK IS AT ''NEW RUNWAY 5-23'' STATION AND OFFSET (24+08, 547 FT
 DH9197'RIGHT). MARK IS 570.8 METERS (1872.7 FT) EASTERLY FROM A 7.6 CM (3
 DH9197'INCH) BRASS  DISK (STAMPED --6+17.5--, FOUND ON THE CENTERLINE
 DH9197'THRESHOLD, END OF ''NEW  RUNWAY 5/23''). MARK IS 252.2 METERS (827.3
 DH9197'FT) NORTHEASTERLY FROM AN AIRPORT  SECURITY FENCE ANGLE POINT (FENCE
 DH9197'CORNER). MARK IS 52.1 METERS (170.9 FT)  NORTHWESTERLY (NORMAL) FROM
 DH9197'THE SOUTHEASTERLY AIRPORT SECURITY FENCE. MARK IS  17.0 METERS (55.8
 DH9197'FT) SOUTHEASTERLY (NORMAL) FROM THE CENTERLINE OF THE AIRPORT
 DH9197'MAINTENANCE ROAD. MARK IS 8.5 METERS (28.0 FT) NORTHWESTERLY (NORMAL)
 DH9197'FROM THE  TOP OF A SLOPE (WITH THE GROUND FALLING SOUTHEASTERLY).
 DH9197'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. THE
 DH9197'HH2 GPS = N41-16-17.0, W111-02-24.2. NO WITNESS POSTS ALLOWED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH9198 ***********************************************************************
 DH9198  PACS        -  This is a Primary Airport Control Station.
 DH9198  DESIGNATION -  EVW C 2006
 DH9198  PID         -  DH9198
 DH9198  STATE/COUNTY-  WY/UINTA
 DH9198  USGS QUAD   -  MURPHY RIDGE (1991)
 DH9198
 DH9198                         *CURRENT SURVEY CONTROL
 DH9198  ___________________________________________________________________
 DH9198* NAD 83(1993)-  41 16 30.29920(N)    111 01 43.94744(W)     ADJUSTED  
 DH9198* NAVD 88     -      2176.80   (meters)    7141.7    (feet)  GPS OBS   
 DH9198  ___________________________________________________________________
 DH9198  X           -  -1,723,184.178 (meters)                     COMP
 DH9198  Y           -  -4,482,295.328 (meters)                     COMP
 DH9198  Z           -   4,186,857.115 (meters)                     COMP
 DH9198  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 DH9198  ELLIP HEIGHT-        2161.52  (meters)          (05/08/06) GPS OBS
 DH9198  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 DH9198
 DH9198  HORZ ORDER  -  B
 DH9198  ELLP ORDER  -  THIRD     CLASS I
 DH9198
 DH9198.This mark is at Evanston Uinta Co Burns Fld Airport (EVW)
 DH9198
 DH9198.The horizontal coordinates were established by GPS observations
 DH9198.and adjusted by the WASHINGTON GROUP INT INC in May 2006..
 DH9198
 DH9198.The orthometric height was determined by GPS observations and a
 DH9198.high-resolution geoid model.
 DH9198
 DH9198.GPS derived orthometric heights for airport stations designated as
 DH9198.PACS or SACS are published to 2 decimal places.  This maintains
 DH9198.centimeter relative accuracy between the PACS and SACS.  It does
 DH9198.not indicate centimeter accuracy relative to other marks which are
 DH9198.part of the NAVD 88 network.
 DH9198
 DH9198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH9198
 DH9198.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH9198
 DH9198.The ellipsoidal height was determined by GPS observations
 DH9198.and is referenced to NAD 83.
 DH9198
 DH9198.The geoid height was determined by GEOID03.
 DH9198
 DH9198;                    North         East     Units Scale Factor Converg.
 DH9198;SPC WY W     -   186,500.165   720,782.883   MT  1.00001470   -0 37 25.6
 DH9198;UTM  12      - 4,569,295.030   497,581.752   MT  0.99960007   -0 01 08.6
 DH9198
 DH9198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9198!SPC WY W     -   0.99966107  x   1.00001470  =   0.99967576
 DH9198!UTM  12      -   0.99966107  x   0.99960007  =   0.99926128
 DH9198
 DH9198                          SUPERSEDED SURVEY CONTROL
 DH9198
 DH9198.No superseded survey control is available for this station.
 DH9198
 DH9198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9758269295(NAD 83)
 DH9198_MARKER: Z = SEE DESCRIPTION
 DH9198_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9198_STAMPING: EVWC 2006
 DH9198_PROJECTION: FLUSH
 DH9198_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9198+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 DH9198_ROD/PIPE-DEPTH: 6.5  meters
 DH9198_SLEEVE-DEPTH  :  0.9 meters
 DH9198
 DH9198  HISTORY     - Date     Condition        Report By
 DH9198  HISTORY     - 20060203 MONUMENTED       WASHGP
 DH9198
 DH9198                          STATION DESCRIPTION
 DH9198
 DH9198'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL INC 2006 (SFM)
 DH9198'DESCRIBED BY WASHINGTON GROUP INTERNATIONAL, INC. 2006 (SFM)
 DH9198'TRANSPORTATION ACCESS BY CAR. MARK IS IN THE SOUTHWEST 1/4 OF SECTION
 DH9198'14, TOWNSHIP 15 NORTH, RANGE 121 WEST,  6TH P.M., IN UINTA COUNTY,
 DH9198'WYOMING, 5.3 KM (3.3 MI) NORTHWESTERLY FROM  EVANSTON, WYOMING, 1.5 KM
 DH9198'(0.9 MI) EAST (NORMAL) FROM THE WEST WYOMING STATE  BOUNDARY LINE, AT
 DH9198'THE THE EVANSTON - UINTA COUNTY AIRPORT (BURNS FIELD). FOR  PERMISSION
 DH9198'TO ENTER AIRPORT PROPERTY, CONTACT MR. MIKE LASALLE. MR. LASALLE IS
 DH9198'THE AIRPORT OPERATIONS MANAGER. HE CAN BE CONTACTED AT PHONE NO.
 DH9198'307-789-2256.  POSTAL ADDRESS IS 2160 UINTA COUNTY ROAD 111, EVANSTON,
 DH9198'WYOMING, 82930-9201.  THIS AIRPORT IS CONTROLLED ACCESS.
 DH9198' 
 DH9198'TO REACH FROM THE JUNCTION OF INTERSTATE 80 (OVERPASS AT EXIT NO. 3)
 DH9198'WITH U.S.  189 BUSINESS ROUTE (BEING ALSO NAMED INTERSTATE 80 BUSINESS
 DH9198'ROUTE AND ALSO BEING  NAMED HARRISON DRIVE) IN EVANSTON, WYOMING, GO
 DH9198'NORTHERLY AND NORTHEASTERLY  ALONG HARRISON DRIVE 0.3 KM (0.2 MI) TO
 DH9198'THE JUNCTION WITH WASATCH ROAD (DRIVE),  TURN LEFT AND GO
 DH9198'NORTHWESTERLY THEN WESTERLY AND SOUTHWESTERLY ALONG WASATCH  ROAD 2.1
 DH9198'KM (1.3 MI), TO THE JUNCTION WITH COUNTY ROAD 111 (BEING ALSO NAMED
 DH9198'AIRPORT ROAD), TURN RIGHT AND GO NORTHWESTERLY ALONG AIRPORT ROAD 60
 DH9198'METERS  (200 FT) TO THE UNION PACIFIC RAILROAD MAINLINE CROSSING,
 DH9198'CONTINUE ALONG  AIRPORT ROAD GOING GENERALLY WESTERLY AND
 DH9198'NORTHWESTERLY 3.2 KM (2.0 MI) TO A  CATTLE GUARD CROSSING, CONTINUE
 DH9198'ALONG AIRPORT ROAD GOING NORTHWESTERLY 0.1 KM  (0.1 MI) TO THE HILL
 DH9198'CREST AND JUNCTION WITH A ROAD (AIRPORT MAINTENANCE ROAD  SURFACED
 DH9198'WITH ASPHALT MILLINGS) TO THE LEFT, CONTINUE AHEAD NORTHWESTERLY ALONG
 DH9198'AIRPORT ROAD 60 M (200 FT) TO THE AIRPORT TERMINAL, TURN RIGHT AND GO
 DH9198'NORTHEASTERLY 46 M (150 FT) TO THE KEY CARD GATE, TURN LEFT AND GO
 DH9198'NORTHWESTERLY THROUGH THE GATE 0.1 KM (0.1 MI) ALONG THE RAMP/APRON TO
 DH9198'THE  NORTHWESTERLY EDGE OF THE RAMP/APRON, TURN RIGHT AND GO
 DH9198'NORTHEASTERLY ALONG THE  RAMP/APRON 30 METERS (100 FT) TO THE NORTH
 DH9198'MOST APRON CORNER, AND TO THE MARK  ON THE LEFT.
 DH9198' 
 DH9198'MARK IS THE CENTER PUNCHED TOP OF A 9/16-INCH DIAMETER STAINLESS STEEL
 DH9198'ROD,  DRIVEN TO A REFUSAL DEPTH OF 6.5 METERS (21.3 FT). THE LOGO CAP
 DH9198'IS STAMPED --EVWC 2006--. THE ROD IS IN A 2.5 CM (1.0 INCH INSIDE
 DH9198'DIAMETER), 91 CM  (3.0 FT) LONG, GREASE FILLED, FLUTED PLASTIC SLEEVE,
 DH9198'AND IS ENCASED BY A  15 CM (6 INCH) DIAMETER PVC PIPE WITH ATTACHED
 DH9198'LOGO CAP SET IN A CONCRETE POST  THAT IS FLUSH WITH THE GROUND. THE
 DH9198'ROD TOP IS RECESSED 9.0 CM (0.3 FT) BELOW  THE LOGO CAP. (SPECIAL
 DH9198'CONSTRUCTION NOTE. THE ROD IS IN A 13 CM (5 INCH)  DIAMETER HOLE
 DH9198'DRILLED THROUGH BEDROCK, TO A DEPTH OF 6.1 M (20.0 FT). THE ROD  WAS
 DH9198'THEN HAMMERED DOWN AN ADDITIONAL 0.4 M (1.3 FT) TO REFUSAL, BACKFILLED
 DH9198'WITH 1.3 CUBIC FEET OF CONCRETE, TOPPED WITH DRILL SPOILS AND WASHED
 DH9198'SAND  TAMPED IN PLACE. USED TYPICAL CONSTRUCTION METHOD FOR
 DH9198'COMPLETION.) MARK IS AT  ''NEW RUNWAY 5/23'' STATION AND OFFSET
 DH9198'(57+64, 526 FT RIGHT). MARK 91.4 METERS  (300.0 FT) EASTERLY (NORMAL)
 DH9198'FROM CENTERLINE OF ''TAXIWAY A3''. MARK IS 77.1  METERS (253.1 FT)
 DH9198'NORTHWESTERLY FROM THE NORTH MOST BUILDING CORNER OF THE MAIN  HANGER
 DH9198'FACILITY. MARK IS 36.2 METERS (118.7 FT) NORTHWESTERLY FROM THE NORTH
 DH9198'MOST APRON CORNER. MARK IS 35.6 METERS (116.7 FT) NORTHWESTERLY
 DH9198'(NORMAL) FROM  THE NORTHWESTERLY APRON EDGE. MARK IS 11.6 METERS (38.1
 DH9198'FT) SOUTHERLY FROM THE  CENTER OF A WATER MANHOLE.  THIS STATION IS
 DH9198'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION. THE HH2 GPS =
 DH9198'N41-16-30.3, W111-01-43.9. NO WITNESS POSTS ALLOWED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0292 ***********************************************************************
 MO0292  DESIGNATION -  F 1
 MO0292  PID         -  MO0292
 MO0292  STATE/COUNTY-  WY/PLATTE
 MO0292  USGS QUAD   -  WHITCOMB HILL (1990)
 MO0292
 MO0292                         *CURRENT SURVEY CONTROL
 MO0292  ___________________________________________________________________
 MO0292* NAD 83(1986)-  41 42 33.     (N)    104 54 51.     (W)     SCALED    
 MO0292* NAVD 88     -      1669.101  (meters)    5476.04   (feet)  POSTED    
 MO0292  ___________________________________________________________________
 MO0292  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 MO0292  DYNAMIC HT  -        1667.840 (meters)    5471.91  (feet)  COMP
 MO0292  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 MO0292
 MO0292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MO0292
 MO0292.The horizontal coordinates were scaled from a topographic map and have
 MO0292.an estimated accuracy of +/- 6 seconds.
 MO0292
 MO0292.The orthometric height was determined by differential leveling
 MO0292.and adjusted by the National Geodetic Survey in 1992..
 MO0292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MO0292.rate of 0.0 thru 1.0 mm/km.
 MO0292
 MO0292.The geoid height was determined by GEOID03.
 MO0292
 MO0292.The dynamic height is computed by dividing the NAVD 88
 MO0292.geopotential number by the normal gravity value computed on the
 MO0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0292.degrees latitude (g = 980.6199 gals.).
 MO0292
 MO0292.The modeled gravity was interpolated from observed gravity values.
 MO0292
 MO0292;                    North         East    Units  Estimated Accuracy
 MO0292;SPC WY E     -   134,310.      221,010.      MT  (+/- 180 meters Scaled)
 MO0292
 MO0292                          SUPERSEDED SURVEY CONTROL
 MO0292
 MO0292.No superseded survey control is available for this station.
 MO0292
 MO0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG071174(NAD 83)
 MO0292_MARKER: Z = SEE DESCRIPTION
 MO0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0292_SP_SET: SANDSTONE
 MO0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0292+STABILITY: SURFACE MOTION
 MO0292
 MO0292  HISTORY     - Date     Condition        Report By
 MO0292  HISTORY     - 1934     MONUMENTED       CGS
 MO0292  HISTORY     - 1954     MARK NOT FOUND   NGS
 MO0292
 MO0292                          STATION DESCRIPTION
 MO0292
 MO0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0292'5.3 MI N FROM DIAMOND.
 MO0292'5.3 MILES N ALONG THE COLORADO AND SOUTHERN RAILWAY FROM DIAMOND,
 MO0292'PLATTE COUNTY, 50 FEET E OF THE CENTERLINE OF THE TRACK, 20 FEET
 MO0292'S OF MILE POST (MILEAGE HAS BEEN CHANGED), AND IN LINE WITH THE
 MO0292'ROW OF POLES.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A
 MO0292'WYOMING SANDSTONE POST SURROUNDED BY THE LETTERS USBM.
 MO0292'NOTE-- NOT RECOVERED IN 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0048 ***********************************************************************
 PY0048  DESIGNATION -  F 10
 PY0048  PID         -  PY0048
 PY0048  STATE/COUNTY-  WY/TETON
 PY0048  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0048
 PY0048                         *CURRENT SURVEY CONTROL
 PY0048  ___________________________________________________________________
 PY0048* NAD 83(1986)-  44 26 47.     (N)    110 48 20.     (W)     SCALED    
 PY0048* NAVD 88     -      2313.358  (meters)    7589.74   (feet)  ADJUSTED  
 PY0048  ___________________________________________________________________
 PY0048  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0048  DYNAMIC HT  -        2311.848 (meters)    7584.79  (feet)  COMP
 PY0048  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 PY0048
 PY0048  VERT ORDER  -  FIRST     CLASS II
 PY0048
 PY0048.The horizontal coordinates were scaled from a topographic map and have
 PY0048.an estimated accuracy of +/- 6 seconds.
 PY0048
 PY0048.The orthometric height was determined by differential leveling
 PY0048.and adjusted by the National Geodetic Survey in June 1991..
 PY0048
 PY0048.The geoid height was determined by GEOID03.
 PY0048
 PY0048.The dynamic height is computed by dividing the NAVD 88
 PY0048.geopotential number by the normal gravity value computed on the
 PY0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0048.degrees latitude (g = 980.6199 gals.).
 PY0048
 PY0048.The modeled gravity was interpolated from observed gravity values.
 PY0048
 PY0048;                    North         East    Units  Estimated Accuracy
 PY0048;SPC WY W     -   538,600.      742,510.      MT  (+/- 180 meters Scaled)
 PY0048
 PY0048                          SUPERSEDED SURVEY CONTROL
 PY0048
 PY0048  NGVD 29 (08/20/92) 2312.006  (m)         7585.31   (f) ADJUSTED    1 2
 PY0048
 PY0048.Superseded values are not recommended for survey control.
 PY0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0048.See file dsdata.txt to determine how the superseded data were derived.
 PY0048
 PY0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ154214(NAD 83)
 PY0048_MARKER: DB = BENCH MARK DISK
 PY0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0048_SP_SET: CONCRETE POST
 PY0048_STAMPING: F 10 1923 7583.275
 PY0048_MARK LOGO: CGS   
 PY0048_PROJECTION: PROJECTING 50 CENTIMETERS
 PY0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0048+STABILITY: SURFACE MOTION
 PY0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0048+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 PY0048
 PY0048  HISTORY     - Date     Condition        Report By
 PY0048  HISTORY     - 1923     MONUMENTED       CGS
 PY0048  HISTORY     - 1934     GOOD             NGS
 PY0048  HISTORY     - 1987     GOOD             NGS
 PY0048  HISTORY     - 20050930 GOOD             GEOCAC
 PY0048
 PY0048                          STATION DESCRIPTION
 PY0048
 PY0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0048'1.9 MI SE FROM OLD FAITHFUL.
 PY0048'1.9 MILES SOUTHEAST ALONG THE OLD FAITHFUL-THUMB RANGER STATION ROAD
 PY0048'FROM OLD FAITHFUL, YELLOWSTONE NATIONAL PARK, OPPOSITE KEPLER CASCADE,
 PY0048'WEST OF THE ROAD, AND 2 FEET INSIDE THE RAILING.  A STANDARD DISK,
 PY0048'STAMPED 7583.275 F 10 1923 AND SET IN THE TOP OF A CONCRETE POST
 PY0048'PROJECTING 11 INCHES ABOVE GROUND.
 PY0048
 PY0048                          STATION RECOVERY (1987)
 PY0048
 PY0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0048'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  24.1 KM
 PY0048'(15.00 MI) WESTERLY ALONG THE MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0048'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0048'THUMB, 22.6 M (74.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PY0048'6.0 M (19.7 FT) SOUTHEAST OF THE CENTER OF A WOODEN WALKWAY LEADING
 PY0048'TO KEPLER CASCADES OVERLOOK, 2.9 M (9.5 FT) NORTHWEST OF A TRASH CAN
 PY0048'PLATFORM, AND 1.7 M (5.6 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 PY0048'PAVED WALKWAY.
 PY0048'THE MARK IS 0.5 M BELOW THE PAVED WALKWAY.
 PY0048
 PY0048                          STATION RECOVERY (2005)
 PY0048
 PY0048'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
 PY0048'THE CONCRETE MONUMENT IS CRUMBLING AROUND THE TOP EDGES AND REBAR IS
 PY0048'SHOWING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0091 ***********************************************************************
 OU0091  DESIGNATION -  F 100
 OU0091  PID         -  OU0091
 OU0091  STATE/COUNTY-  WY/NIOBRARA
 OU0091  USGS QUAD   -  TELEPHONE DRAW (1981)
 OU0091
 OU0091                         *CURRENT SURVEY CONTROL
 OU0091  ___________________________________________________________________
 OU0091* NAD 83(1986)-  43 06 17.     (N)    104 25 06.     (W)     SCALED    
 OU0091* NAVD 88     -      1328.171  (meters)    4357.51   (feet)  ADJUSTED  
 OU0091  ___________________________________________________________________
 OU0091  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 OU0091  DYNAMIC HT  -        1327.513 (meters)    4355.35  (feet)  COMP
 OU0091  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 OU0091
 OU0091  VERT ORDER  -  SECOND    CLASS 0
 OU0091
 OU0091.The horizontal coordinates were scaled from a topographic map and have
 OU0091.an estimated accuracy of +/- 6 seconds.
 OU0091
 OU0091.The orthometric height was determined by differential leveling
 OU0091.and adjusted by the National Geodetic Survey in June 1991..
 OU0091
 OU0091.The geoid height was determined by GEOID03.
 OU0091
 OU0091.The dynamic height is computed by dividing the NAVD 88
 OU0091.geopotential number by the normal gravity value computed on the
 OU0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0091.degrees latitude (g = 980.6199 gals.).
 OU0091
 OU0091.The modeled gravity was interpolated from observed gravity values.
 OU0091
 OU0091;                    North         East    Units  Estimated Accuracy
 OU0091;SPC WY E     -   289,560.      260,910.      MT  (+/- 180 meters Scaled)
 OU0091
 OU0091                          SUPERSEDED SURVEY CONTROL
 OU0091
 OU0091  NGVD 29 (??/??/92) 1327.507  (m)         4355.33   (f) ADJ UNCH    2 0
 OU0091
 OU0091.Superseded values are not recommended for survey control.
 OU0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0091.See file dsdata.txt to determine how the superseded data were derived.
 OU0091
 OU0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH473726(NAD 83)
 OU0091_MARKER: DB = BENCH MARK DISK
 OU0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0091_STAMPING: F 100 1956
 OU0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0091+STABILITY: SURFACE MOTION
 OU0091
 OU0091  HISTORY     - Date     Condition        Report By
 OU0091  HISTORY     - 1956     MONUMENTED       CGS
 OU0091  HISTORY     - 1957     GOOD             NGS
 OU0091
 OU0091                          STATION DESCRIPTION
 OU0091
 OU0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0091'28 MI N FROM LUSK.
 OU0091'25.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0091'LUSK, THENCE 3.0 MILES WEST ALONG A TRACK ROAD, 0.35 MILE
 OU0091'SOUTHWEST OF A JUNCTION WITH A TRACK ROAD LEADING NORTHWEST, 0.25
 OU0091'MILE NORTHEAST OF A FENCE CORNER, ON THE SOUTH SLOPE OF A HILL,
 OU0091'92 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 1.8 FEET SOUTH
 OU0091'OF A WITNESS POST, 0.1 MILE EAST OF A TRACK ROAD LEADING NORTH,
 OU0091'0.1 MILE EAST OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST
 OU0091'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4
 OU0091'OF SECTION 10, TOWNSHIP 36 NORTH, RANGE 63 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0642 ***********************************************************************
 MO0642  DESIGNATION -  F 101
 MO0642  PID         -  MO0642
 MO0642  STATE/COUNTY-  WY/ALBANY
 MO0642  USGS QUAD   -  MILLER (1978)
 MO0642
 MO0642                         *CURRENT SURVEY CONTROL
 MO0642  ___________________________________________________________________
 MO0642* NAD 83(1986)-  41 18 32.     (N)    105 52 28.     (W)     SCALED    
 MO0642* NAVD 88     -      2303.570  (meters)    7557.63   (feet)  ADJUSTED  
 MO0642  ___________________________________________________________________
 MO0642  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 MO0642  DYNAMIC HT  -        2301.510 (meters)    7550.87  (feet)  COMP
 MO0642  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 MO0642
 MO0642  VERT ORDER  -  FIRST     CLASS II
 MO0642
 MO0642.The horizontal coordinates were scaled from a topographic map and have
 MO0642.an estimated accuracy of +/- 6 seconds.
 MO0642
 MO0642.The orthometric height was determined by differential leveling
 MO0642.and adjusted by the National Geodetic Survey in June 1991..
 MO0642
 MO0642.The geoid height was determined by GEOID03.
 MO0642
 MO0642.The dynamic height is computed by dividing the NAVD 88
 MO0642.geopotential number by the normal gravity value computed on the
 MO0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0642.degrees latitude (g = 980.6199 gals.).
 MO0642
 MO0642.The modeled gravity was interpolated from observed gravity values.
 MO0642
 MO0642;                    North         East    Units  Estimated Accuracy
 MO0642;SPC WY E     -    90,070.      140,730.      MT  (+/- 180 meters Scaled)
 MO0642
 MO0642                          SUPERSEDED SURVEY CONTROL
 MO0642
 MO0642  NGVD 29 (??/??/92) 2302.454  (m)         7553.97   (f) ADJ UNCH    1 2
 MO0642
 MO0642.Superseded values are not recommended for survey control.
 MO0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0642.See file dsdata.txt to determine how the superseded data were derived.
 MO0642
 MO0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF268734(NAD 83)
 MO0642_MARKER: DB = BENCH MARK DISK
 MO0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0642_STAMPING: F 101 1956
 MO0642_MARK LOGO: CGS   
 MO0642_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0642+STABILITY: SURFACE MOTION
 MO0642
 MO0642  HISTORY     - Date     Condition        Report By
 MO0642  HISTORY     - 1956     MONUMENTED       CGS
 MO0642  HISTORY     - 19990824 GOOD             WYDT
 MO0642
 MO0642                          STATION DESCRIPTION
 MO0642
 MO0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0642'14.7 MI E FROM CENTENNIAL.
 MO0642'14.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0642'RAILROAD FROM THE STATION AT CENTENNIAL, AT A ROAD CROSSING, 90
 MO0642'FEET WEST OF THE CENTER LINE OF A ROAD, 38.9 FEET WEST OF THE 2ND
 MO0642'POLE EAST OF MILEPOST 15, 16.3 FEET NORTH OF THE NORTH RAIL, 3.3
 MO0642'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0642'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 1.0 MILE WEST OF BENCH
 MO0642'MARK K 65, IN SECTION 36, TOWNSHIP 16 NORTH, RANGE 76 WEST.
 MO0642
 MO0642                          STATION RECOVERY (1999)
 MO0642
 MO0642'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0642'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0642'307-777-3819.  THE CONCRETE POST WAS FOUND, BUT THE DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0094 ***********************************************************************
 MP0094  DESIGNATION -  F 102
 MP0094  PID         -  MP0094
 MP0094  STATE/COUNTY-  WY/ALBANY
 MP0094  USGS QUAD   -  WOODS LANDING (1992)
 MP0094
 MP0094                         *CURRENT SURVEY CONTROL
 MP0094  ___________________________________________________________________
 MP0094* NAD 83(1986)-  41 03 20.     (N)    106 07 24.     (W)     SCALED    
 MP0094* NAVD 88     -      2739.538  (meters)    8987.97   (feet)  ADJUSTED  
 MP0094  ___________________________________________________________________
 MP0094  GEOID HEIGHT-         -10.80  (meters)                     GEOID03
 MP0094  DYNAMIC HT  -        2736.832 (meters)    8979.09  (feet)  COMP
 MP0094  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 MP0094
 MP0094  VERT ORDER  -  FIRST     CLASS II
 MP0094
 MP0094.The horizontal coordinates were scaled from a topographic map and have
 MP0094.an estimated accuracy of +/- 6 seconds.
 MP0094
 MP0094.The orthometric height was determined by differential leveling
 MP0094.and adjusted by the National Geodetic Survey in June 1991..
 MP0094
 MP0094.The geoid height was determined by GEOID03.
 MP0094
 MP0094.The dynamic height is computed by dividing the NAVD 88
 MP0094.geopotential number by the normal gravity value computed on the
 MP0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0094.degrees latitude (g = 980.6199 gals.).
 MP0094
 MP0094.The modeled gravity was interpolated from observed gravity values.
 MP0094
 MP0094;                    North         East    Units  Estimated Accuracy
 MP0094;SPC WY E     -    62,130.      119,580.      MT  (+/- 180 meters Scaled)
 MP0094
 MP0094                          SUPERSEDED SURVEY CONTROL
 MP0094
 MP0094  NGVD 29 (??/??/92) 2738.251  (m)         8983.75   (f) ADJ UNCH    1 2
 MP0094
 MP0094.Superseded values are not recommended for survey control.
 MP0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0094.See file dsdata.txt to determine how the superseded data were derived.
 MP0094
 MP0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF056455(NAD 83)
 MP0094_MARKER: DB = BENCH MARK DISK
 MP0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0094_STAMPING: F 102 1956
 MP0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0094+STABILITY: SURFACE MOTION
 MP0094
 MP0094  HISTORY     - Date     Condition        Report By
 MP0094  HISTORY     - 1956     MONUMENTED       CGS
 MP0094
 MP0094                          STATION DESCRIPTION
 MP0094
 MP0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0094'3.4 MI SE FROM FOXPARK.
 MP0094'3.4 MILES SOUTHEAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0094'RAILROAD FROM THE STATION AT FOXPARK, 6 POLES EAST OF A ROAD CROSSING,
 MP0094'17.5 FEET SOUTH OF THE SOUTH RAIL, 10.2 FEET NORTHEAST OF MILEPOST 58,
 MP0094'3.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MP0094'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF
 MP0094'SECTION 35, TOWNSHIP 13 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0119 ***********************************************************************
 MQ0119  DESIGNATION -  F 103
 MQ0119  PID         -  MQ0119
 MQ0119  STATE/COUNTY-  WY/SWEETWATER
 MQ0119  USGS QUAD   -  NORTH BAXTER (1978)
 MQ0119
 MQ0119                         *CURRENT SURVEY CONTROL
 MQ0119  ___________________________________________________________________
 MQ0119* NAD 83(1986)-  41 38 01.     (N)    109 01 54.     (W)     SCALED    
 MQ0119* NAVD 88     -      1936.976  (meters)    6354.90   (feet)  ADJUSTED  
 MQ0119  ___________________________________________________________________
 MQ0119  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 MQ0119  DYNAMIC HT  -        1935.374 (meters)    6349.64  (feet)  COMP
 MQ0119  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 MQ0119
 MQ0119  VERT ORDER  -  FIRST     CLASS II
 MQ0119
 MQ0119.The horizontal coordinates were scaled from a topographic map and have
 MQ0119.an estimated accuracy of +/- 6 seconds.
 MQ0119
 MQ0119.The orthometric height was determined by differential leveling
 MQ0119.and adjusted by the National Geodetic Survey in June 1991..
 MQ0119
 MQ0119.The geoid height was determined by GEOID03.
 MQ0119
 MQ0119.The dynamic height is computed by dividing the NAVD 88
 MQ0119.geopotential number by the normal gravity value computed on the
 MQ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0119.degrees latitude (g = 980.6199 gals.).
 MQ0119
 MQ0119.The modeled gravity was interpolated from observed gravity values.
 MQ0119
 MQ0119;                    North         East    Units  Estimated Accuracy
 MQ0119;SPC WYWC     -   125,920.      576,530.      MT  (+/- 180 meters Scaled)
 MQ0119
 MQ0119                          SUPERSEDED SURVEY CONTROL
 MQ0119
 MQ0119  NGVD 29 (06/08/92) 1935.711  (m)         6350.75   (f) ADJUSTED    1 2
 MQ0119
 MQ0119.Superseded values are not recommended for survey control.
 MQ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0119.See file dsdata.txt to determine how the superseded data were derived.
 MQ0119
 MQ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM639109(NAD 83)
 MQ0119_MARKER: DB = BENCH MARK DISK
 MQ0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0119_SP_SET: ABUTMENT
 MQ0119_STAMPING: F 103 1956
 MQ0119_MARK LOGO: CGS   
 MQ0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0119
 MQ0119  HISTORY     - Date     Condition        Report By
 MQ0119  HISTORY     - 1956     MONUMENTED       CGS
 MQ0119  HISTORY     - 1983     GOOD             NGS
 MQ0119
 MQ0119                          STATION DESCRIPTION
 MQ0119
 MQ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0119'10.6 MI E FROM ROCK SPRINGS.
 MQ0119'10.6 MILES EAST ALONG THE PACIFIC RAILROAD FROM THE STATION AT ROCK
 MQ0119'SPRINGS, 0.4 MILE WEST OF MILEPOST 791, 6.5 FEET SOUTH OF THE SOUTH
 MQ0119'RAIL OF THE SOUTH TRACK, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 MQ0119'TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A BRIDGE, IN SECTION 9,
 MQ0119'TOWNSHIP 19 NORTH, RANGE 103 WEST.
 MQ0119
 MQ0119                          STATION RECOVERY (1983)
 MQ0119
 MQ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0013 ***********************************************************************
 NQ0013  DESIGNATION -  F 104
 NQ0013  PID         -  NQ0013
 NQ0013  STATE/COUNTY-  WY/NIOBRARA
 NQ0013  USGS QUAD   -  MC MASTER RESERVOIR (1974)
 NQ0013
 NQ0013                         *CURRENT SURVEY CONTROL
 NQ0013  ___________________________________________________________________
 NQ0013* NAD 83(1986)-  42 41 02.     (N)    104 10 27.     (W)     SCALED    
 NQ0013* NAVD 88     -      1462.142  (meters)    4797.04   (feet)  ADJUSTED  
 NQ0013  ___________________________________________________________________
 NQ0013  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 NQ0013  DYNAMIC HT  -        1461.285 (meters)    4794.23  (feet)  COMP
 NQ0013  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 NQ0013
 NQ0013  VERT ORDER  -  FIRST     CLASS II
 NQ0013
 NQ0013.The horizontal coordinates were scaled from a topographic map and have
 NQ0013.an estimated accuracy of +/- 6 seconds.
 NQ0013
 NQ0013.The orthometric height was determined by differential leveling
 NQ0013.and adjusted by the National Geodetic Survey in June 1991..
 NQ0013
 NQ0013.The geoid height was determined by GEOID03.
 NQ0013
 NQ0013.The dynamic height is computed by dividing the NAVD 88
 NQ0013.geopotential number by the normal gravity value computed on the
 NQ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0013.degrees latitude (g = 980.6199 gals.).
 NQ0013
 NQ0013.The modeled gravity was interpolated from observed gravity values.
 NQ0013
 NQ0013;                    North         East    Units  Estimated Accuracy
 NQ0013;SPC WY E     -   243,020.      281,340.      MT  (+/- 180 meters Scaled)
 NQ0013
 NQ0013                          SUPERSEDED SURVEY CONTROL
 NQ0013
 NQ0013  NGVD 29 (??/??/92) 1461.440  (m)         4794.74   (f) ADJ UNCH    1 2
 NQ0013
 NQ0013.Superseded values are not recommended for survey control.
 NQ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0013.See file dsdata.txt to determine how the superseded data were derived.
 NQ0013
 NQ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH676260(NAD 83)
 NQ0013_MARKER: DB = BENCH MARK DISK
 NQ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0013_STAMPING: F 104 1954
 NQ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0013+STABILITY: SURFACE MOTION
 NQ0013
 NQ0013  HISTORY     - Date     Condition        Report By
 NQ0013  HISTORY     - 1954     MONUMENTED       CGS
 NQ0013
 NQ0013                          STATION DESCRIPTION
 NQ0013
 NQ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0013'4.6 MI W FROM VAN TASSELL.
 NQ0013'4.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0013'THE STATION AT VAN TASSELL, ACROSS THE TRACK FROM MILEPOST 476,
 NQ0013'127 FEET NORTHEAST OF THE NORTHEAST CORNER OF TRESTLE 79.2, 91
 NQ0013'FEET NORTH OF THE NORTH RAIL, 8 FEET SOUTH OF A SNOW FENCE, 1.6
 NQ0013'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NQ0013'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  IN SECTION 10,
 NQ0013'TOWNSHIP 31 NORTH, RANGE 61 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0787 ***********************************************************************
 NQ0787  DESIGNATION -  F 105 RESET
 NQ0787  PID         -  NQ0787
 NQ0787  STATE/COUNTY-  WY/NIOBRARA
 NQ0787  USGS QUAD   -  KEELINE (1970)
 NQ0787
 NQ0787                         *CURRENT SURVEY CONTROL
 NQ0787  ___________________________________________________________________
 NQ0787* NAD 83(1986)-  42 45 35.     (N)    104 46 34.     (W)     SCALED    
 NQ0787* NAVD 88     -      5318.48   (+/-2cm)   17449.0    (feet)  VERTCON   
 NQ0787  ___________________________________________________________________
 NQ0787  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0787
 NQ0787  VERT ORDER  -  THIRD (See Below)
 NQ0787
 NQ0787.The horizontal coordinates were scaled from a topographic map and have
 NQ0787.an estimated accuracy of +/- 6 seconds.
 NQ0787
 NQ0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0787.The vertical order pertains to the NGVD 29 superseded value.
 NQ0787
 NQ0787.The geoid height was determined by GEOID03.
 NQ0787
 NQ0787;                    North         East    Units  Estimated Accuracy
 NQ0787;SPC WY E     -   251,040.      231,970.      MT  (+/- 180 meters Scaled)
 NQ0787
 NQ0787                          SUPERSEDED SURVEY CONTROL
 NQ0787
 NQ0787  NGVD 29 (03/28/06) 5317.70   (m)        17446.5    (f) RESET       3  
 NQ0787
 NQ0787.Superseded values are not recommended for survey control.
 NQ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0787.See file dsdata.txt to determine how the superseded data were derived.
 NQ0787
 NQ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH183341(NAD 83)
 NQ0787_MARKER: DV = VERTICAL CONTROL DISK
 NQ0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0787_SP_SET: CONCRETE POST
 NQ0787_STAMPING: F 105 RESET 1980
 NQ0787_MARK LOGO: NGS   
 NQ0787_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0787+STABILITY: SURFACE MOTION
 NQ0787
 NQ0787  HISTORY     - Date     Condition        Report By
 NQ0787  HISTORY     - 1980     MONUMENTED       NGS
 NQ0787  HISTORY     - 19990901 GOOD             WYDT
 NQ0787
 NQ0787                          STATION DESCRIPTION
 NQ0787
 NQ0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0787'ABOUT 1.0 MILE (1.6 KM) WEST ALONG THE RAILROAD AND US HIGHWAY 20
 NQ0787'FROM THE RAILROAD CROSSING AND POST OFFICE IN KEELINE, ON SOUTH SIDE,
 NQ0787'ACROSS HIGHWAY 20 FROM THE TRACK, 160 FEET (48.8 M) SOUTH OF CENTER
 NQ0787'OF HIGHWAY, 0.8 FEET (24.4 CM) NORTH OF A FENCE, SET IN THE TOP OF A
 NQ0787'CONCRETE POST PROJECTING 4 INCHES.
 NQ0787
 NQ0787                          STATION RECOVERY (1999)
 NQ0787
 NQ0787'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (MFP)
 NQ0787'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 NQ0787'307-777-3819.  THIS STATION WAS NOT RECOVERED IN THE FIELD.  IN THE
 NQ0787'CURRENT SURVEY CONTROL SECTION OF THE NGS DATA SHEET THE FOLLOWING
 NQ0787'ERROR WAS NOTED, THE NAVD 88 HEIGHT REPORTED IN METERS IS 5318.48
 NQ0787'(REPORTED IN FEET IS 17449.0) .  THIS APPEARS TO BE THE HEIGHT
 NQ0787'REPORTED IN FEET.  THERE ARE NO LAND MARKS IN WYOMING WITH A HEIGHT
 NQ0787'ABOVE 14000 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0158 ***********************************************************************
 MO0158  DESIGNATION -  F 108
 MO0158  PID         -  MO0158
 MO0158  STATE/COUNTY-  WY/LARAMIE
 MO0158  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO0158
 MO0158                         *CURRENT SURVEY CONTROL
 MO0158  ___________________________________________________________________
 MO0158* NAD 83(1986)-  41 11 04.     (N)    104 55 42.     (W)     SCALED    
 MO0158* NAVD 88     -      1916.797  (meters)    6288.69   (feet)  ADJUSTED  
 MO0158  ___________________________________________________________________
 MO0158  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 MO0158  DYNAMIC HT  -        1915.103 (meters)    6283.13  (feet)  COMP
 MO0158  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 MO0158
 MO0158  VERT ORDER  -  FIRST     CLASS II
 MO0158
 MO0158.The horizontal coordinates were scaled from a topographic map and have
 MO0158.an estimated accuracy of +/- 6 seconds.
 MO0158
 MO0158.The orthometric height was determined by differential leveling
 MO0158.and adjusted by the National Geodetic Survey in June 1991..
 MO0158
 MO0158.The geoid height was determined by GEOID03.
 MO0158
 MO0158.The dynamic height is computed by dividing the NAVD 88
 MO0158.geopotential number by the normal gravity value computed on the
 MO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0158.degrees latitude (g = 980.6199 gals.).
 MO0158
 MO0158.The modeled gravity was interpolated from observed gravity values.
 MO0158
 MO0158;                    North         East    Units  Estimated Accuracy
 MO0158;SPC WY E     -    76,030.      220,000.      MT  (+/- 180 meters Scaled)
 MO0158
 MO0158                          SUPERSEDED SURVEY CONTROL
 MO0158
 MO0158  NGVD 29 (??/??/92) 1915.745  (m)         6285.24   (f) ADJ UNCH    1 2
 MO0158
 MO0158.Superseded values are not recommended for survey control.
 MO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0158.See file dsdata.txt to determine how the superseded data were derived.
 MO0158
 MO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF060592(NAD 83)
 MO0158_MARKER: DB = BENCH MARK DISK
 MO0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0158_STAMPING: F 108 1954
 MO0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0158+STABILITY: SURFACE MOTION
 MO0158
 MO0158  HISTORY     - Date     Condition        Report By
 MO0158  HISTORY     - 1954     MONUMENTED       CGS
 MO0158  HISTORY     - 1984     MARK NOT FOUND   DMA
 MO0158
 MO0158                          STATION DESCRIPTION
 MO0158
 MO0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0158'7.1 MI NW FROM CHEYENNE.
 MO0158'0.6 MILE SOUTHWEST ALONG WEST 25TH STREET FROM THE STATE CAPITOL
 MO0158'BUILDING AT CHEYENNE, THENCE 6.5 MILES NORTHWEST ALONG THE COLORADO
 MO0158'AND SOUTHERN RAILROAD, 0.15 MILE WEST OF A ROAD CROSSING, 92.2
 MO0158'FEET NORTH OF THE NORTH RAIL, 58 FEET NORTH OF A TELEPHONE POLE,
 MO0158'2.6 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A WITNESS POST, SET
 MO0158'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MO0158'GROUND.
 MO0158
 MO0158                          STATION RECOVERY (1984)
 MO0158
 MO0158'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0505 ***********************************************************************
 MO0505  DESIGNATION -  F 109
 MO0505  PID         -  MO0505
 MO0505  STATE/COUNTY-  WY/LARAMIE
 MO0505  USGS QUAD   -  HORSE CREEK (1962)
 MO0505
 MO0505                         *CURRENT SURVEY CONTROL
 MO0505  ___________________________________________________________________
 MO0505* NAD 83(1986)-  41 25 39.     (N)    105 12 26.     (W)     SCALED    
 MO0505* NAVD 88     -      1991.132  (meters)    6532.57   (feet)  ADJUSTED  
 MO0505  ___________________________________________________________________
 MO0505  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 MO0505  DYNAMIC HT  -        1989.439 (meters)    6527.02  (feet)  COMP
 MO0505  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 MO0505
 MO0505  VERT ORDER  -  FIRST     CLASS II
 MO0505
 MO0505.The horizontal coordinates were scaled from a topographic map and have
 MO0505.an estimated accuracy of +/- 6 seconds.
 MO0505
 MO0505.The orthometric height was determined by differential leveling
 MO0505.and adjusted by the National Geodetic Survey in June 1991..
 MO0505
 MO0505.The geoid height was determined by GEOID03.
 MO0505
 MO0505.The dynamic height is computed by dividing the NAVD 88
 MO0505.geopotential number by the normal gravity value computed on the
 MO0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0505.degrees latitude (g = 980.6199 gals.).
 MO0505
 MO0505.The modeled gravity was interpolated from observed gravity values.
 MO0505
 MO0505;                    North         East    Units  Estimated Accuracy
 MO0505;SPC WY E     -   103,000.      196,610.      MT  (+/- 180 meters Scaled)
 MO0505
 MO0505                          SUPERSEDED SURVEY CONTROL
 MO0505
 MO0505  NGVD 29 (??/??/92) 1990.096  (m)         6529.17   (f) ADJ UNCH    1 2
 MO0505
 MO0505.Superseded values are not recommended for survey control.
 MO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0505.See file dsdata.txt to determine how the superseded data were derived.
 MO0505
 MO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF826862(NAD 83)
 MO0505_MARKER: DB = BENCH MARK DISK
 MO0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0505_STAMPING: F 109 1954
 MO0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0505+STABILITY: SURFACE MOTION
 MO0505
 MO0505  HISTORY     - Date     Condition        Report By
 MO0505  HISTORY     - 1954     MONUMENTED       CGS
 MO0505
 MO0505                          STATION DESCRIPTION
 MO0505
 MO0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0505'0.6 MI NW FROM HORSE CREEK.
 MO0505'0.6 MILE NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0505'FROM THE STATION AT HORSE CREEK, 89 FEET NORTHEAST OF THE
 MO0505'NORTHEAST RAIL, 80 FEET NORTHEAST OF MILEPOST 153, 53 FEET
 MO0505'NORTH OF A TELEPHONE POLE, 1.9 FEET NORTHEAST OF A FENCE, 2.5
 MO0505'FEET NORTHWEST OF A WITNESS POST, 8 FEET BELOW THE TOP OF THE
 MO0505'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 MO0505'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0016 ***********************************************************************
 PY0016  DESIGNATION -  F 11 A
 PY0016  PID         -  PY0016
 PY0016  STATE/COUNTY-  WY/PARK
 PY0016  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0016
 PY0016                         *CURRENT SURVEY CONTROL
 PY0016  ___________________________________________________________________
 PY0016* NAD 83(1986)-  44 38 46.     (N)    110 27 32.     (W)     SCALED    
 PY0016* NAVD 88     -      2345.253  (meters)    7694.38   (feet)  ADJUSTED  
 PY0016  ___________________________________________________________________
 PY0016  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0016  DYNAMIC HT  -        2343.718 (meters)    7689.35  (feet)  COMP
 PY0016  MODELED GRAV-     979,878.7   (mgal)                       NAVD 88
 PY0016
 PY0016  VERT ORDER  -  FIRST     CLASS II
 PY0016
 PY0016.The horizontal coordinates were scaled from a topographic map and have
 PY0016.an estimated accuracy of +/- 6 seconds.
 PY0016
 PY0016.The orthometric height was determined by differential leveling
 PY0016.and adjusted by the National Geodetic Survey in June 1991..
 PY0016
 PY0016.The geoid height was determined by GEOID03.
 PY0016
 PY0016.The dynamic height is computed by dividing the NAVD 88
 PY0016.geopotential number by the normal gravity value computed on the
 PY0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0016.degrees latitude (g = 980.6199 gals.).
 PY0016
 PY0016.The modeled gravity was interpolated from observed gravity values.
 PY0016
 PY0016;                    North         East    Units  Estimated Accuracy
 PY0016;SPC WYWC     -   461,960.      464,440.      MT  (+/- 180 meters Scaled)
 PY0016
 PY0016                          SUPERSEDED SURVEY CONTROL
 PY0016
 PY0016  NGVD 29 (08/20/92) 2343.871  (m)         7689.85   (f) ADJUSTED    1 2
 PY0016
 PY0016.Superseded values are not recommended for survey control.
 PY0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0016.See file dsdata.txt to determine how the superseded data were derived.
 PY0016
 PY0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ429437(NAD 83)
 PY0016_MARKER: DB = BENCH MARK DISK
 PY0016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PY0016_SP_SET: HEADWALL
 PY0016_STAMPING: F-11 A 1934
 PY0016_MARK LOGO: CGS   
 PY0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0016+STABILITY: SURFACE MOTION
 PY0016
 PY0016  HISTORY     - Date     Condition        Report By
 PY0016  HISTORY     - 1934     MONUMENTED       BPR
 PY0016  HISTORY     - 1958     GOOD             USGS
 PY0016  HISTORY     - 1987     GOOD             NGS
 PY0016  HISTORY     - 1988     GOOD             USGS
 PY0016
 PY0016                          STATION DESCRIPTION
 PY0016
 PY0016'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0016'7.9 MI N FROM LAKE JUNCTION.
 PY0016'7.9 MILES NORTH ALONG THE LAKE-CANYON ROAD, FROM LAKE JUNCTION.  AT
 PY0016'TROUT CREEK AND IN THE EAST HEADWALL OF A MASONRY CULVERT.  A STANDARD
 PY0016'DISK STAMPED, F 11 A 1934 7687.518.
 PY0016
 PY0016                          STATION RECOVERY (1987)
 PY0016
 PY0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0016'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--ALSO
 PY0016'12.2 KM (7.60 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0016'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE.  NOTE--THE ORIGINAL
 PY0016'DESCRIPTION STATES THAT THE DISK IS STAMPED F 11 A 1934 7687.518, BUT
 PY0016'IT IS STAMPED AS ABOVE.
 PY0016
 PY0016                          STATION RECOVERY (1988)
 PY0016
 PY0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0288 ***********************************************************************
 MO0288  DESIGNATION -  F 110
 MO0288  PID         -  MO0288
 MO0288  STATE/COUNTY-  WY/PLATTE
 MO0288  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0288
 MO0288                         *CURRENT SURVEY CONTROL
 MO0288  ___________________________________________________________________
 MO0288* NAD 83(1986)-  41 44 37.     (N)    104 51 01.     (W)     SCALED    
 MO0288* NAVD 88     -      1627.368  (meters)    5339.12   (feet)  ADJUSTED  
 MO0288  ___________________________________________________________________
 MO0288  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 MO0288  DYNAMIC HT  -        1626.148 (meters)    5335.12  (feet)  COMP
 MO0288  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 MO0288
 MO0288  VERT ORDER  -  FIRST     CLASS II
 MO0288
 MO0288.The horizontal coordinates were scaled from a topographic map and have
 MO0288.an estimated accuracy of +/- 6 seconds.
 MO0288
 MO0288.The orthometric height was determined by differential leveling
 MO0288.and adjusted by the National Geodetic Survey in June 1991..
 MO0288
 MO0288.The geoid height was determined by GEOID03.
 MO0288
 MO0288.The dynamic height is computed by dividing the NAVD 88
 MO0288.geopotential number by the normal gravity value computed on the
 MO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0288.degrees latitude (g = 980.6199 gals.).
 MO0288
 MO0288.The modeled gravity was interpolated from observed gravity values.
 MO0288
 MO0288;                    North         East    Units  Estimated Accuracy
 MO0288;SPC WY E     -   138,150.      226,320.      MT  (+/- 180 meters Scaled)
 MO0288
 MO0288                          SUPERSEDED SURVEY CONTROL
 MO0288
 MO0288  NGVD 29 (??/??/92) 1626.456  (m)         5336.13   (f) ADJ UNCH    1 2
 MO0288
 MO0288.Superseded values are not recommended for survey control.
 MO0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0288.See file dsdata.txt to determine how the superseded data were derived.
 MO0288
 MO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG124213(NAD 83)
 MO0288_MARKER: DB = BENCH MARK DISK
 MO0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0288_STAMPING: F 110 1954
 MO0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0288+STABILITY: SURFACE MOTION
 MO0288
 MO0288  HISTORY     - Date     Condition        Report By
 MO0288  HISTORY     - 1954     MONUMENTED       CGS
 MO0288
 MO0288                          STATION DESCRIPTION
 MO0288
 MO0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0288'1.9 MI SW FROM CHUGWATER.
 MO0288'1.9 MILES SOUTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0288'FROM THE STATION AT CHUGWATER, 0.2 MILE SOUTHWEST OF MILEPOST
 MO0288'187, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 57 FEET NORTHWEST
 MO0288'OF A FENCE, 9 FEET SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A
 MO0288'ROW OF TELEPHONE POLES, 3 FEET NORTHEAST OF A WITNESS POST, SET
 MO0288'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 MO0288'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0166 ***********************************************************************
 NQ0166  DESIGNATION -  F 111
 NQ0166  PID         -  NQ0166
 NQ0166  STATE/COUNTY-  WY/PLATTE
 NQ0166  USGS QUAD   -  WHEATLAND (1990)
 NQ0166
 NQ0166                         *CURRENT SURVEY CONTROL
 NQ0166  ___________________________________________________________________
 NQ0166* NAD 83(1986)-  42 02 47.     (N)    104 57 08.     (W)     SCALED    
 NQ0166* NAVD 88     -      1451.078  (meters)    4760.75   (feet)  ADJUSTED  
 NQ0166  ___________________________________________________________________
 NQ0166  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0166  DYNAMIC HT  -        1450.130 (meters)    4757.63  (feet)  COMP
 NQ0166  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 NQ0166
 NQ0166  VERT ORDER  -  FIRST     CLASS II
 NQ0166
 NQ0166.The horizontal coordinates were scaled from a topographic map and have
 NQ0166.an estimated accuracy of +/- 6 seconds.
 NQ0166
 NQ0166.The orthometric height was determined by differential leveling
 NQ0166.and adjusted by the National Geodetic Survey in June 1991..
 NQ0166
 NQ0166.The geoid height was determined by GEOID03.
 NQ0166
 NQ0166.The dynamic height is computed by dividing the NAVD 88
 NQ0166.geopotential number by the normal gravity value computed on the
 NQ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0166.degrees latitude (g = 980.6199 gals.).
 NQ0166
 NQ0166.The modeled gravity was interpolated from observed gravity values.
 NQ0166
 NQ0166;                    North         East    Units  Estimated Accuracy
 NQ0166;SPC WY E     -   171,750.      217,750.      MT  (+/- 180 meters Scaled)
 NQ0166
 NQ0166                          SUPERSEDED SURVEY CONTROL
 NQ0166
 NQ0166  NGVD 29 (??/??/92) 1450.270  (m)         4758.09   (f) ADJ UNCH    1 2
 NQ0166
 NQ0166.Superseded values are not recommended for survey control.
 NQ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0166.See file dsdata.txt to determine how the superseded data were derived.
 NQ0166
 NQ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG039549(NAD 83)
 NQ0166_MARKER: DB = BENCH MARK DISK
 NQ0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0166_SP_SET: CONCRETE FLOOD GATE
 NQ0166_STAMPING: F 111 1954
 NQ0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0166
 NQ0166  HISTORY     - Date     Condition        Report By
 NQ0166  HISTORY     - 1954     MONUMENTED       CGS
 NQ0166  HISTORY     - 1966     GOOD             NGS
 NQ0166
 NQ0166                          STATION DESCRIPTION
 NQ0166
 NQ0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0166'0.4 MI S FROM WHEATLAND.
 NQ0166'0.45 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 NQ0166'THE STATION AT WHEATLAND, 62 FEET EAST OF THE SOUTHEAST CORNER
 NQ0166'OF TRESTLE 213.46, 64 FEET EAST OF THE EAST RAIL, 2 FEET ABOVE
 NQ0166'THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST PILLAR OF A
 NQ0166'CONCRETE FLOOD GATE.  IN THE SOUTHEAST 1/4 OF SECTION 13, TOWNSHIP
 NQ0166'24 NORTH, RANGE 68 WEST.
 NQ0166
 NQ0166                          STATION RECOVERY (1966)
 NQ0166
 NQ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NQ0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0229 ***********************************************************************
 NQ0229  DESIGNATION -  F 112
 NQ0229  PID         -  NQ0229
 NQ0229  STATE/COUNTY-  WY/CONVERSE
 NQ0229  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0229
 NQ0229                         *CURRENT SURVEY CONTROL
 NQ0229  ___________________________________________________________________
 NQ0229* NAD 83(1986)-  42 45 49.     (N)    104 55 28.     (W)     SCALED    
 NQ0229* NAVD 88     -      1523.883  (meters)    4999.61   (feet)  ADJUSTED  
 NQ0229  ___________________________________________________________________
 NQ0229  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NQ0229  DYNAMIC HT  -        1522.971 (meters)    4996.61  (feet)  COMP
 NQ0229  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 NQ0229
 NQ0229  VERT ORDER  -  FIRST     CLASS II
 NQ0229
 NQ0229.The horizontal coordinates were scaled from a topographic map and have
 NQ0229.an estimated accuracy of +/- 6 seconds.
 NQ0229
 NQ0229.The orthometric height was determined by differential leveling
 NQ0229.and adjusted by the National Geodetic Survey in June 1991..
 NQ0229
 NQ0229.The geoid height was determined by GEOID03.
 NQ0229
 NQ0229.The dynamic height is computed by dividing the NAVD 88
 NQ0229.geopotential number by the normal gravity value computed on the
 NQ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0229.degrees latitude (g = 980.6199 gals.).
 NQ0229
 NQ0229.The modeled gravity was interpolated from observed gravity values.
 NQ0229
 NQ0229;                    North         East    Units  Estimated Accuracy
 NQ0229;SPC WY E     -   251,420.      219,830.      MT  (+/- 180 meters Scaled)
 NQ0229
 NQ0229                          SUPERSEDED SURVEY CONTROL
 NQ0229
 NQ0229  NGVD 29 (??/??/92) 1523.088  (m)         4997.00   (f) ADJ UNCH    1 2
 NQ0229
 NQ0229.Superseded values are not recommended for survey control.
 NQ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0229.See file dsdata.txt to determine how the superseded data were derived.
 NQ0229
 NQ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH061345(NAD 83)
 NQ0229_MARKER: DB = BENCH MARK DISK
 NQ0229_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NQ0229+WITH SETTING: PAVEMENT
 NQ0229_SP_SET: CONCRETE SLAB
 NQ0229_STAMPING: F 112 1956
 NQ0229_MARK LOGO: CGS   
 NQ0229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NQ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0229+STABILITY: SURFACE MOTION
 NQ0229
 NQ0229  HISTORY     - Date     Condition        Report By
 NQ0229  HISTORY     - 1956     MONUMENTED       CGS
 NQ0229  HISTORY     - 19700720 GOOD             USGS
 NQ0229
 NQ0229                          STATION DESCRIPTION
 NQ0229
 NQ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0229'AT LOST SPRINGS.
 NQ0229'AT LOST SPRINGS, 163 FEET EAST OF THE NORTHEAST CORNER OF THE
 NQ0229'CHICAGO AND NORTH WESTERN RAILROAD STATION, 17 FEET SOUTH OF
 NQ0229'THE SOUTH RAIL OF THE MAIN TRACK, BETWEEN 2 ROWS OF CONCRETE
 NQ0229'FOOTINGS OF AN OLD WATER TANK WHICH HAS BEEN REMOVED, SET IN
 NQ0229'THE TOP OF THE NORTH SIDE OF A SQUARE CONCRETE SLAB, IN SECTION
 NQ0229'8, TOWNSHIP 32 NORTH, RANGE 67 WEST.
 NQ0229
 NQ0229                          STATION RECOVERY (1970)
 NQ0229
 NQ0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NQ0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0104 ***********************************************************************
 NQ0104  DESIGNATION -  F 113
 NQ0104  PID         -  NQ0104
 NQ0104  STATE/COUNTY-  WY/PLATTE
 NQ0104  USGS QUAD   -  CASSA (1990)
 NQ0104
 NQ0104                         *CURRENT SURVEY CONTROL
 NQ0104  ___________________________________________________________________
 NQ0104* NAD 83(1986)-  42 25 46.     (N)    104 57 16.     (W)     SCALED    
 NQ0104* NAVD 88     -      1375.854  (meters)    4513.95   (feet)  ADJUSTED  
 NQ0104  ___________________________________________________________________
 NQ0104  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 NQ0104  DYNAMIC HT  -        1375.032 (meters)    4511.25  (feet)  COMP
 NQ0104  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 NQ0104
 NQ0104  VERT ORDER  -  FIRST     CLASS II
 NQ0104
 NQ0104.The horizontal coordinates were scaled from a topographic map and have
 NQ0104.an estimated accuracy of +/- 6 seconds.
 NQ0104
 NQ0104.The orthometric height was determined by differential leveling
 NQ0104.and adjusted by the National Geodetic Survey in June 1991..
 NQ0104
 NQ0104.The geoid height was determined by GEOID03.
 NQ0104
 NQ0104.The dynamic height is computed by dividing the NAVD 88
 NQ0104.geopotential number by the normal gravity value computed on the
 NQ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0104.degrees latitude (g = 980.6199 gals.).
 NQ0104
 NQ0104.The modeled gravity was interpolated from observed gravity values.
 NQ0104
 NQ0104;                    North         East    Units  Estimated Accuracy
 NQ0104;SPC WY E     -   214,300.      217,460.      MT  (+/- 180 meters Scaled)
 NQ0104
 NQ0104                          SUPERSEDED SURVEY CONTROL
 NQ0104
 NQ0104  NGVD 29 (??/??/92) 1375.086  (m)         4511.43   (f) ADJ UNCH    1 2
 NQ0104
 NQ0104.Superseded values are not recommended for survey control.
 NQ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0104.See file dsdata.txt to determine how the superseded data were derived.
 NQ0104
 NQ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG037974(NAD 83)
 NQ0104_MARKER: DB = BENCH MARK DISK
 NQ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0104_STAMPING: F 113 1956
 NQ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0104+STABILITY: SURFACE MOTION
 NQ0104
 NQ0104  HISTORY     - Date     Condition        Report By
 NQ0104  HISTORY     - 1956     MONUMENTED       CGS
 NQ0104
 NQ0104                          STATION DESCRIPTION
 NQ0104
 NQ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0104'7.2 MI SE FROM GLENDO.
 NQ0104'7.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0104'RAILROAD FROM THE STATION AT GLENDO, 135 FEET SOUTHEAST OF THE
 NQ0104'CENTER OF A PRIVATE ROAD CROSSING, 44.5 FEET NORTHEAST OF THE
 NQ0104'NORTHEAST RAIL, 53 FEET SOUTHWEST OF A FENCE, 44.4 FEET SOUTHEAST
 NQ0104'OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES,
 NQ0104'2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NQ0104'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN SECTION 1,
 NQ0104'TOWNSHIP 28 NORTH, RANGE 68 WEST, 0.2 MILE SOUTHEAST OF MILEPOST
 NQ0104'113.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0091 ***********************************************************************
 MQ0091  DESIGNATION -  F 114
 MQ0091  PID         -  MQ0091
 MQ0091  STATE/COUNTY-  WY/SWEETWATER
 MQ0091  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0091
 MQ0091                         *CURRENT SURVEY CONTROL
 MQ0091  ___________________________________________________________________
 MQ0091* NAD 83(1986)-  41 35 54.     (N)    108 42 59.     (W)     SCALED    
 MQ0091* NAVD 88     -      2003.639  (meters)    6573.61   (feet)  ADJUSTED  
 MQ0091  ___________________________________________________________________
 MQ0091  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 MQ0091  DYNAMIC HT  -        2001.930 (meters)    6568.00  (feet)  COMP
 MQ0091  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 MQ0091
 MQ0091  VERT ORDER  -  FIRST     CLASS II
 MQ0091
 MQ0091.The horizontal coordinates were scaled from a topographic map and have
 MQ0091.an estimated accuracy of +/- 6 seconds.
 MQ0091
 MQ0091.The orthometric height was determined by differential leveling
 MQ0091.and adjusted by the National Geodetic Survey in June 1991..
 MQ0091
 MQ0091.The geoid height was determined by GEOID03.
 MQ0091
 MQ0091.The dynamic height is computed by dividing the NAVD 88
 MQ0091.geopotential number by the normal gravity value computed on the
 MQ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0091.degrees latitude (g = 980.6199 gals.).
 MQ0091
 MQ0091.The modeled gravity was interpolated from observed gravity values.
 MQ0091
 MQ0091;                    North         East    Units  Estimated Accuracy
 MQ0091;SPC WYWC     -   121,970.      602,800.      MT  (+/- 180 meters Scaled)
 MQ0091
 MQ0091                          SUPERSEDED SURVEY CONTROL
 MQ0091
 MQ0091  NGVD 29 (06/08/92) 2002.366  (m)         6569.43   (f) ADJUSTED    1 2
 MQ0091
 MQ0091.Superseded values are not recommended for survey control.
 MQ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0091.See file dsdata.txt to determine how the superseded data were derived.
 MQ0091
 MQ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM903077(NAD 83)
 MQ0091_MARKER: DB = BENCH MARK DISK
 MQ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0091_STAMPING: F 114 1956
 MQ0091_MARK LOGO: CGS   
 MQ0091_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0091+STABILITY: SURFACE MOTION
 MQ0091
 MQ0091  HISTORY     - Date     Condition        Report By
 MQ0091  HISTORY     - 1956     MONUMENTED       CGS
 MQ0091  HISTORY     - 1983     GOOD             NGS
 MQ0091  HISTORY     - 19990111 GOOD             WYDT
 MQ0091
 MQ0091                          STATION DESCRIPTION
 MQ0091
 MQ0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0091'7.4 MI SE FROM POINT OF ROCKS.
 MQ0091'7.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0091'SIGN AT POINT OF ROCKS, 59 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MQ0091'TRACK, 20 FEET SOUTH OF A FENCE, 5.6 FEET NORTH OF THE 12TH POLE EAST
 MQ0091'OF MILEPOST 770, 3.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MQ0091'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 30,
 MQ0091'TOWNSHIP 19 NORTH, RANGE 100 WEST.
 MQ0091
 MQ0091                          STATION RECOVERY (1983)
 MQ0091
 MQ0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0091'RECOVERED IN GOOD CONDITION.
 MQ0091
 MQ0091                          STATION RECOVERY (1999)
 MQ0091
 MQ0091'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0091'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0091'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0025 ***********************************************************************
 MQ0025  DESIGNATION -  F 115
 MQ0025  PID         -  MQ0025
 MQ0025  STATE/COUNTY-  WY/SWEETWATER
 MQ0025  USGS QUAD   -  TABLE ROCK (1970)
 MQ0025
 MQ0025                         *CURRENT SURVEY CONTROL
 MQ0025  ___________________________________________________________________
 MQ0025* NAD 83(1986)-  41 36 46.     (N)    108 23 24.     (W)     SCALED    
 MQ0025* NAVD 88     -      2085.897  (meters)    6843.48   (feet)  ADJUSTED  
 MQ0025  ___________________________________________________________________
 MQ0025  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 MQ0025  DYNAMIC HT  -        2084.052 (meters)    6837.43  (feet)  COMP
 MQ0025  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 MQ0025
 MQ0025  VERT ORDER  -  FIRST     CLASS II
 MQ0025
 MQ0025.The horizontal coordinates were scaled from a topographic map and have
 MQ0025.an estimated accuracy of +/- 6 seconds.
 MQ0025
 MQ0025.The orthometric height was determined by differential leveling
 MQ0025.and adjusted by the National Geodetic Survey in June 1991..
 MQ0025
 MQ0025.The geoid height was determined by GEOID03.
 MQ0025
 MQ0025.The dynamic height is computed by dividing the NAVD 88
 MQ0025.geopotential number by the normal gravity value computed on the
 MQ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0025.degrees latitude (g = 980.6199 gals.).
 MQ0025
 MQ0025.The modeled gravity was interpolated from observed gravity values.
 MQ0025
 MQ0025;                    North         East    Units  Estimated Accuracy
 MQ0025;SPC WYWC     -   123,630.      630,010.      MT  (+/- 180 meters Scaled)
 MQ0025
 MQ0025                          SUPERSEDED SURVEY CONTROL
 MQ0025
 MQ0025  NGVD 29 (06/08/92) 2084.621  (m)         6839.29   (f) ADJUSTED    1 2
 MQ0025
 MQ0025.Superseded values are not recommended for survey control.
 MQ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0025.See file dsdata.txt to determine how the superseded data were derived.
 MQ0025
 MQ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM174100(NAD 83)
 MQ0025_MARKER: DB = BENCH MARK DISK
 MQ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0025_STAMPING: F 115 1956
 MQ0025_MARK LOGO: CGS   
 MQ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0025+STABILITY: SURFACE MOTION
 MQ0025
 MQ0025  HISTORY     - Date     Condition        Report By
 MQ0025  HISTORY     - 1956     MONUMENTED       CGS
 MQ0025  HISTORY     - 1983     GOOD             NGS
 MQ0025
 MQ0025                          STATION DESCRIPTION
 MQ0025
 MQ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0025'0.2 MI W FROM TABLE ROCK.
 MQ0025'0.2 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0025'TABLE ROCK, 51 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 41
 MQ0025'FEET NORTHEAST OF THE NORTHEAST CORNER OF A TOOL HOUSE, 2 FEET NORTH
 MQ0025'OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, 6 POLES EAST OF MILEPOST
 MQ0025'747, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MQ0025'THE GROUND, IN SECTION 24, TOWNSHIP 19 NORTH, RANGE 98 WEST.
 MQ0025
 MQ0025                          STATION RECOVERY (1983)
 MQ0025
 MQ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0266 ***********************************************************************
 MP0266  DESIGNATION -  F 116
 MP0266  PID         -  MP0266
 MP0266  STATE/COUNTY-  WY/CARBON
 MP0266  USGS QUAD   -  RAWLINS PEAK SW (1983)
 MP0266
 MP0266                         *CURRENT SURVEY CONTROL
 MP0266  ___________________________________________________________________
 MP0266* NAD 83(1986)-  41 45 24.     (N)    107 26 38.     (W)     SCALED    
 MP0266* NAVD 88     -      2064.706  (meters)    6773.96   (feet)  ADJUSTED  
 MP0266  ___________________________________________________________________
 MP0266  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 MP0266  DYNAMIC HT  -        2062.892 (meters)    6768.00  (feet)  COMP
 MP0266  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 MP0266
 MP0266  VERT ORDER  -  FIRST     CLASS II
 MP0266
 MP0266.The horizontal coordinates were scaled from a topographic map and have
 MP0266.an estimated accuracy of +/- 6 seconds.
 MP0266
 MP0266.The orthometric height was determined by differential leveling
 MP0266.and adjusted by the National Geodetic Survey in June 1991..
 MP0266
 MP0266.The geoid height was determined by GEOID03.
 MP0266
 MP0266.The dynamic height is computed by dividing the NAVD 88
 MP0266.geopotential number by the normal gravity value computed on the
 MP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0266.degrees latitude (g = 980.6199 gals.).
 MP0266
 MP0266.The modeled gravity was interpolated from observed gravity values.
 MP0266
 MP0266;                    North         East    Units  Estimated Accuracy
 MP0266;SPC WYEC     -   239,560.      390,810.      MT  (+/- 180 meters Scaled)
 MP0266
 MP0266                          SUPERSEDED SURVEY CONTROL
 MP0266
 MP0266  NGVD 29 (06/08/92) 2063.472  (m)         6769.91   (f) ADJUSTED    1 2
 MP0266
 MP0266.Superseded values are not recommended for survey control.
 MP0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0266.See file dsdata.txt to determine how the superseded data were derived.
 MP0266
 MP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG968256(NAD 83)
 MP0266_MARKER: DB = BENCH MARK DISK
 MP0266_SETTING: 66 = SET IN ROCK OUTCROP
 MP0266_SP_SET: SANDSTONE ROCK
 MP0266_STAMPING: F 116 1956
 MP0266_MARK LOGO: CGS   
 MP0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0266+STABILITY: POSITION/ELEVATION WELL
 MP0266
 MP0266  HISTORY     - Date     Condition        Report By
 MP0266  HISTORY     - 1956     MONUMENTED       CGS
 MP0266  HISTORY     - 1983     GOOD             NGS
 MP0266
 MP0266                          STATION DESCRIPTION
 MP0266
 MP0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0266'11.7 MI W FROM RAWLINS.
 MP0266'11.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0266'RAWLINS, 0.5 MILE EAST OF MILEPOST 695, AT THE EAST END OF A LONG
 MP0266'FILL, 158 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 24 FEET
 MP0266'NORTH OF A FENCE, 25.5 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT
 MP0266'ABOVE THE GROUND, SET IN THE TOP OF A SANDSTONE ROCK, IN SECTION 27,
 MP0266'TOWNSHIP 21 NORTH, RANGE 89 WEST.
 MP0266
 MP0266                          STATION RECOVERY (1983)
 MP0266
 MP0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0377 ***********************************************************************
 MP0377  DESIGNATION -  F 117
 MP0377  PID         -  MP0377
 MP0377  STATE/COUNTY-  WY/SWEETWATER
 MP0377  USGS QUAD   -  CRESTON (1981)
 MP0377
 MP0377                         *CURRENT SURVEY CONTROL
 MP0377  ___________________________________________________________________
 MP0377* NAD 83(1986)-  41 41 42.     (N)    107 49 43.     (W)     SCALED    
 MP0377* NAVD 88     -      2120.220  (meters)    6956.09   (feet)  ADJUSTED  
 MP0377  ___________________________________________________________________
 MP0377  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 MP0377  DYNAMIC HT  -        2118.320 (meters)    6949.85  (feet)  COMP
 MP0377  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 MP0377
 MP0377  VERT ORDER  -  FIRST     CLASS II
 MP0377
 MP0377.The horizontal coordinates were scaled from a topographic map and have
 MP0377.an estimated accuracy of +/- 6 seconds.
 MP0377
 MP0377.The orthometric height was determined by differential leveling
 MP0377.and adjusted by the National Geodetic Survey in June 1991..
 MP0377
 MP0377.The geoid height was determined by GEOID03.
 MP0377
 MP0377.The dynamic height is computed by dividing the NAVD 88
 MP0377.geopotential number by the normal gravity value computed on the
 MP0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0377.degrees latitude (g = 980.6199 gals.).
 MP0377
 MP0377.The modeled gravity was interpolated from observed gravity values.
 MP0377
 MP0377;                    North         East    Units  Estimated Accuracy
 MP0377;SPC WYWC     -   133,110.      676,700.      MT  (+/- 180 meters Scaled)
 MP0377
 MP0377                          SUPERSEDED SURVEY CONTROL
 MP0377
 MP0377  NGVD 29 (06/08/92) 2118.958  (m)         6951.95   (f) ADJUSTED    1 2
 MP0377
 MP0377.Superseded values are not recommended for survey control.
 MP0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0377.See file dsdata.txt to determine how the superseded data were derived.
 MP0377
 MP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG646197(NAD 83)
 MP0377_MARKER: DB = BENCH MARK DISK
 MP0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0377_STAMPING: F 117 1956
 MP0377_MARK LOGO: CGS   
 MP0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0377+STABILITY: SURFACE MOTION
 MP0377
 MP0377  HISTORY     - Date     Condition        Report By
 MP0377  HISTORY     - 1956     MONUMENTED       CGS
 MP0377  HISTORY     - 1983     GOOD             NGS
 MP0377
 MP0377                          STATION DESCRIPTION
 MP0377
 MP0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0377'4.1 MI W FROM CRESTON.
 MP0377'4.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0377'CRESTON, 0.2 MILE EAST OF THE STATION SIGN AT LATHAM, 104 FEET
 MP0377'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 66.6 FEET SOUTH OF THE
 MP0377'SOUTH RAIL OF THE SOUTH MAIN LINE TRACK, 5 FEET NORTH OF A FENCE, 5.4
 MP0377'FEET EAST OF MILEPOST 716, 2.8 FEET WEST OF A WITNESS POST, SET IN THE
 MP0377'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 MP0377'SECTION 24, TOWNSHIP 20 NORTH, RANGE 93 WEST.
 MP0377
 MP0377                          STATION RECOVERY (1983)
 MP0377
 MP0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0008 ***********************************************************************
 MQ0008  DESIGNATION -  F 118
 MQ0008  PID         -  MQ0008
 MQ0008  STATE/COUNTY-  WY/SWEETWATER
 MQ0008  USGS QUAD   -  RED DESERT (1970)
 MQ0008
 MQ0008                         *CURRENT SURVEY CONTROL
 MQ0008  ___________________________________________________________________
 MQ0008* NAD 83(1986)-  41 39 08.     (N)    108 07 01.     (W)     SCALED    
 MQ0008* NAVD 88     -      2052.721  (meters)    6734.64   (feet)  ADJUSTED  
 MQ0008  ___________________________________________________________________
 MQ0008  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0008  DYNAMIC HT  -        2050.921 (meters)    6728.73  (feet)  COMP
 MQ0008  MODELED GRAV-     979,672.9   (mgal)                       NAVD 88
 MQ0008
 MQ0008  VERT ORDER  -  FIRST     CLASS II
 MQ0008
 MQ0008.The horizontal coordinates were scaled from a topographic map and have
 MQ0008.an estimated accuracy of +/- 6 seconds.
 MQ0008
 MQ0008.The orthometric height was determined by differential leveling
 MQ0008.and adjusted by the National Geodetic Survey in June 1991..
 MQ0008
 MQ0008.The geoid height was determined by GEOID03.
 MQ0008
 MQ0008.The dynamic height is computed by dividing the NAVD 88
 MQ0008.geopotential number by the normal gravity value computed on the
 MQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0008.degrees latitude (g = 980.6199 gals.).
 MQ0008
 MQ0008.The modeled gravity was interpolated from observed gravity values.
 MQ0008
 MQ0008;                    North         East    Units  Estimated Accuracy
 MQ0008;SPC WYWC     -   128,150.      652,730.      MT  (+/- 180 meters Scaled)
 MQ0008
 MQ0008                          SUPERSEDED SURVEY CONTROL
 MQ0008
 MQ0008  NGVD 29 (06/08/92) 2051.491  (m)         6730.60   (f) ADJUSTED    1 2
 MQ0008
 MQ0008.Superseded values are not recommended for survey control.
 MQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0008.See file dsdata.txt to determine how the superseded data were derived.
 MQ0008
 MQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM400151(NAD 83)
 MQ0008_MARKER: DB = BENCH MARK DISK
 MQ0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0008_SP_SET: MONUMENT
 MQ0008_STAMPING: F 118 1956
 MQ0008_MARK LOGO: CGS   
 MQ0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0008
 MQ0008  HISTORY     - Date     Condition        Report By
 MQ0008  HISTORY     - 1956     MONUMENTED       CGS
 MQ0008  HISTORY     - 1972     GOOD             NGS
 MQ0008  HISTORY     - 1983     GOOD             NGS
 MQ0008
 MQ0008                          STATION DESCRIPTION
 MQ0008
 MQ0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 MQ0008'0.7 MI E FROM RED DESERT.
 MQ0008'ACROSS THE RAILROAD TRACKS FROM MILE POST 732 AT RED DESERT, 64.4 FEET
 MQ0008'NORTH OF THE NORTH RAIL OF THE UNION PACIFIC RAILROAD TRACKS, 47 FEET
 MQ0008'SOUTH OF THE CENTER OF A TRACK ROAD, 6.5 FEET EAST OF A TELEPHONE
 MQ0008'POLE, 6.5 FEET EAST OF A 4X4 INCH WOODEN WITNESS POST, SET IN THE TOP
 MQ0008'OF A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 10 INCHES ABOVE THE
 MQ0008'GROUND SURFACE.  1/4, SEC 3, T 19 N, R 95 W.
 MQ0008
 MQ0008                          STATION RECOVERY (1983)
 MQ0008
 MQ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0008'RECOVERED THIS DATE.  NOTE, 12.7 KM (7.9 MI) WESTERLY ALONG THE
 MQ0008'UNION PACIFIC RAILROAD FROM THE RAILROAD STATION IN WAMSUTTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0149 ***********************************************************************
 NQ0149  DESIGNATION -  F 119
 NQ0149  PID         -  NQ0149
 NQ0149  STATE/COUNTY-  WY/PLATTE
 NQ0149  USGS QUAD   -  DWYER (1990)
 NQ0149
 NQ0149                         *CURRENT SURVEY CONTROL
 NQ0149  ___________________________________________________________________
 NQ0149* NAD 83(1986)-  42 08 21.     (N)    104 56 05.     (W)     SCALED    
 NQ0149* NAVD 88     -      1366.767  (meters)    4484.13   (feet)  ADJUSTED  
 NQ0149  ___________________________________________________________________
 NQ0149  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NQ0149  DYNAMIC HT  -        1365.893 (meters)    4481.27  (feet)  COMP
 NQ0149  MODELED GRAV-     979,934.4   (mgal)                       NAVD 88
 NQ0149
 NQ0149  VERT ORDER  -  FIRST     CLASS II
 NQ0149
 NQ0149.The horizontal coordinates were scaled from a topographic map and have
 NQ0149.an estimated accuracy of +/- 6 seconds.
 NQ0149
 NQ0149.The orthometric height was determined by differential leveling
 NQ0149.and adjusted by the National Geodetic Survey in June 1991..
 NQ0149
 NQ0149.The geoid height was determined by GEOID03.
 NQ0149
 NQ0149.The dynamic height is computed by dividing the NAVD 88
 NQ0149.geopotential number by the normal gravity value computed on the
 NQ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0149.degrees latitude (g = 980.6199 gals.).
 NQ0149
 NQ0149.The modeled gravity was interpolated from observed gravity values.
 NQ0149
 NQ0149;                    North         East    Units  Estimated Accuracy
 NQ0149;SPC WY E     -   182,060.      219,170.      MT  (+/- 180 meters Scaled)
 NQ0149
 NQ0149                          SUPERSEDED SURVEY CONTROL
 NQ0149
 NQ0149  NGVD 29 (??/??/92) 1365.969  (m)         4481.52   (f) ADJ UNCH    1 2
 NQ0149
 NQ0149.Superseded values are not recommended for survey control.
 NQ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0149.See file dsdata.txt to determine how the superseded data were derived.
 NQ0149
 NQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG053652(NAD 83)
 NQ0149_MARKER: DB = BENCH MARK DISK
 NQ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0149_STAMPING: F 119 1956
 NQ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0149+STABILITY: SURFACE MOTION
 NQ0149
 NQ0149  HISTORY     - Date     Condition        Report By
 NQ0149  HISTORY     - 1956     MONUMENTED       CGS
 NQ0149
 NQ0149                          STATION DESCRIPTION
 NQ0149
 NQ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0149'8 MI NW FROM WHEATLAND.
 NQ0149'8.0 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0149'FROM THE STATION AT WHEATLAND, 91.8 FEET NORTHEAST OF THE
 NQ0149'NORTHEAST RAIL, 82.6 FEET NORTHEAST OF MILEPOST 222, 3.3 FEET
 NQ0149'SOUTHWEST OF A FENCE, 2.7 FEET SOUTHEAST OF A WITNESS POST,
 NQ0149'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 NQ0149'ABOVE THE GROUND, IN SECTION 18, TOWNSHIP 25 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0004 ***********************************************************************
 PY0004  DESIGNATION -  F 12
 PY0004  PID         -  PY0004
 PY0004  STATE/COUNTY-  WY/PARK
 PY0004  USGS QUAD   -  LAKE BUTTE (1986)
 PY0004
 PY0004                         *CURRENT SURVEY CONTROL
 PY0004  ___________________________________________________________________
 PY0004* NAD 83(1986)-  44 30 56.     (N)    110 15 14.     (W)     SCALED    
 PY0004* NAVD 88     -      2477.548  (meters)    8128.42   (feet)  POSTED    
 PY0004  ___________________________________________________________________
 PY0004  GEOID HEIGHT-          -8.13  (meters)                     GEOID03
 PY0004  DYNAMIC HT  -        2475.910 (meters)    8123.05  (feet)  COMP
 PY0004  MODELED GRAV-     979,866.1   (mgal)                       NAVD 88
 PY0004
 PY0004  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0004
 PY0004.The horizontal coordinates were scaled from a topographic map and have
 PY0004.an estimated accuracy of +/- 6 seconds.
 PY0004
 PY0004.The orthometric height was determined by differential leveling
 PY0004.and adjusted by the National Geodetic Survey in 1992..
 PY0004.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0004.rate of 4.1 thru 8.0 mm/km.
 PY0004
 PY0004.The geoid height was determined by GEOID03.
 PY0004
 PY0004.The dynamic height is computed by dividing the NAVD 88
 PY0004.geopotential number by the normal gravity value computed on the
 PY0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0004.degrees latitude (g = 980.6199 gals.).
 PY0004
 PY0004.The modeled gravity was interpolated from observed gravity values.
 PY0004
 PY0004;                    North         East    Units  Estimated Accuracy
 PY0004;SPC WYWC     -   447,130.      480,440.      MT  (+/- 180 meters Scaled)
 PY0004
 PY0004                          SUPERSEDED SURVEY CONTROL
 PY0004
 PY0004  NGVD 29 (??/??/92) 2476.211  (m)         8124.04   (f) ADJ UNCH    1 2
 PY0004
 PY0004.Superseded values are not recommended for survey control.
 PY0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0004.See file dsdata.txt to determine how the superseded data were derived.
 PY0004
 PY0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ592294(NAD 83)
 PY0004_MARKER: DB = BENCH MARK DISK
 PY0004_SETTING: 80 = SET IN A BOULDER
 PY0004_SP_SET: BOULDER
 PY0004_STAMPING: F 12 1923 8123.878
 PY0004_MARK LOGO: CGS   
 PY0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0004+STABILITY: SURFACE MOTION
 PY0004
 PY0004  HISTORY     - Date     Condition        Report By
 PY0004  HISTORY     - 1923     MONUMENTED       CGS
 PY0004  HISTORY     - 1959     GOOD             USGS
 PY0004  HISTORY     - 1976     GOOD             USGS
 PY0004
 PY0004                          STATION DESCRIPTION
 PY0004
 PY0004'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PY0004'9.5 MI E FROM LAKE JUNCTION.
 PY0004'3.1 MILES EAST ALONG EAST ENTRANCE ROAD FROM LAKE JUNCTION, THENCE 6.1
 PY0004'MILES EAST AND SOUTHEAST ALONG OLD HIGHWAY (RESTRICTED USE ROAD) 15
 PY0004'FEET NORTH OF THE ROAD.  LEVEL WITH ROAD, AND IN THE TOP OF A LARGE
 PY0004'BOULDER.  A STANDARD DISK STAMPED F 12 1923, 8123.878.
 PY0004
 PY0004                          STATION RECOVERY (1976)
 PY0004
 PY0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PY0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0115 ***********************************************************************
 PV0115  DESIGNATION -  F 120
 PV0115  PID         -  PV0115
 PV0115  STATE/COUNTY-  WY/CROOK
 PV0115  USGS QUAD   -  SPYGLASS HILL (1982)
 PV0115
 PV0115                         *CURRENT SURVEY CONTROL
 PV0115  ___________________________________________________________________
 PV0115* NAD 83(1986)-  44 12 44.     (N)    104 52 46.     (W)     SCALED    
 PV0115* NAVD 88     -      1339.675  (meters)    4395.25   (feet)  ADJUSTED  
 PV0115  ___________________________________________________________________
 PV0115  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0115  DYNAMIC HT  -        1339.124 (meters)    4393.44  (feet)  COMP
 PV0115  MODELED GRAV-     980,159.4   (mgal)                       NAVD 88
 PV0115
 PV0115  VERT ORDER  -  FIRST     CLASS II
 PV0115
 PV0115.The horizontal coordinates were scaled from a topographic map and have
 PV0115.an estimated accuracy of +/- 6 seconds.
 PV0115
 PV0115.The orthometric height was determined by differential leveling
 PV0115.and adjusted by the National Geodetic Survey in June 1991..
 PV0115
 PV0115.The geoid height was determined by GEOID03.
 PV0115
 PV0115.The dynamic height is computed by dividing the NAVD 88
 PV0115.geopotential number by the normal gravity value computed on the
 PV0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0115.degrees latitude (g = 980.6199 gals.).
 PV0115
 PV0115.The modeled gravity was interpolated from observed gravity values.
 PV0115
 PV0115;                    North         East    Units  Estimated Accuracy
 PV0115;SPC WY E     -   412,370.      222,950.      MT  (+/- 180 meters Scaled)
 PV0115
 PV0115                          SUPERSEDED SURVEY CONTROL
 PV0115
 PV0115  NGVD 29 (??/??/92) 1339.034  (m)         4393.15   (f) ADJ UNCH    1 2
 PV0115
 PV0115.Superseded values are not recommended for survey control.
 PV0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0115.See file dsdata.txt to determine how the superseded data were derived.
 PV0115
 PV0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ096954(NAD 83)
 PV0115_MARKER: DB = BENCH MARK DISK
 PV0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0115_STAMPING: F 120 1957
 PV0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0115+STABILITY: SURFACE MOTION
 PV0115
 PV0115  HISTORY     - Date     Condition        Report By
 PV0115  HISTORY     - 1957     MONUMENTED       CGS
 PV0115
 PV0115                          STATION DESCRIPTION
 PV0115
 PV0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0115'5.1 MI SE FROM MOORCROFT.
 PV0115'5.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0115'RAILROAD FROM THE STATION AT MOORCROFT, 12 FEET NORTH OF THE
 PV0115'4TH POLE NORTHEAST OF MILEPOST 564, 62 FEET NORTHEAST OF THE
 PV0115'NORTHEAST RAIL, 1 1/2 FEET NORTHEAST OF THE FENCE, 1 FOOT
 PV0115'SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE TRACK
 PV0115'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0228 ***********************************************************************
 PV0228  DESIGNATION -  F 121
 PV0228  PID         -  PV0228
 PV0228  STATE/COUNTY-  WY/CAMPBELL
 PV0228  USGS QUAD   -  FORTIN DRAW (1971)
 PV0228
 PV0228                         *CURRENT SURVEY CONTROL
 PV0228  ___________________________________________________________________
 PV0228* NAD 83(1986)-  44 17 28.     (N)    105 18 43.     (W)     SCALED    
 PV0228* NAVD 88     -      1330.478  (meters)    4365.08   (feet)  ADJUSTED  
 PV0228  ___________________________________________________________________
 PV0228  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 PV0228  DYNAMIC HT  -        1329.944 (meters)    4363.32  (feet)  COMP
 PV0228  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 PV0228
 PV0228  VERT ORDER  -  FIRST     CLASS II
 PV0228
 PV0228.The horizontal coordinates were scaled from a topographic map and have
 PV0228.an estimated accuracy of +/- 6 seconds.
 PV0228
 PV0228.The orthometric height was determined by differential leveling
 PV0228.and adjusted by the National Geodetic Survey in June 1991..
 PV0228.WARNING-Repeat measurements at this control monument indicate possible
 PV0228.vertical movement.
 PV0228
 PV0228.The geoid height was determined by GEOID03.
 PV0228
 PV0228.The dynamic height is computed by dividing the NAVD 88
 PV0228.geopotential number by the normal gravity value computed on the
 PV0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0228.degrees latitude (g = 980.6199 gals.).
 PV0228
 PV0228.The modeled gravity was interpolated from observed gravity values.
 PV0228
 PV0228;                    North         East    Units  Estimated Accuracy
 PV0228;SPC WY E     -   421,100.      188,410.      MT  (+/- 180 meters Scaled)
 PV0228
 PV0228                          SUPERSEDED SURVEY CONTROL
 PV0228
 PV0228  NGVD 29 (??/??/92) 1329.813  (m)         4362.89   (f) ADJ UNCH    1 2
 PV0228
 PV0228.Superseded values are not recommended for survey control.
 PV0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0228.See file dsdata.txt to determine how the superseded data were derived.
 PV0228
 PV0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK751042(NAD 83)
 PV0228_MARKER: DB = BENCH MARK DISK
 PV0228_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0228_SP_SET: BRIDGE ABUTMENT
 PV0228_STAMPING: F 121 1957
 PV0228_MARK LOGO: CGS   
 PV0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0228
 PV0228  HISTORY     - Date     Condition        Report By
 PV0228  HISTORY     - 1957     MONUMENTED       CGS
 PV0228  HISTORY     - 1985     GOOD             NGS
 PV0228
 PV0228                          STATION DESCRIPTION
 PV0228
 PV0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0228'9.6 MI E FROM GILLETTE.
 PV0228'9.65 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0228'FROM THE STATION AT GILLETTE, IN THE TOP OF THE NORTH END OF THE
 PV0228'WEST ABUTMENT OF BRIDGE 587.54, 6 1/2 FEET NORTH OF THE NORTH
 PV0228'RAIL AND ABOUT 4 FEET LOWER THAN THE TRACK.
 PV0228
 PV0228                          STATION RECOVERY (1985)
 PV0228
 PV0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0228'RECOVERED IN COOD CONDITION.  EXCEPT ADD--15.63 KM (9.71 MI) EAST
 PV0228'ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF
 PV0228'GILLETTE AVENUE AT GILLETTE, THENCE 0.20 KM (0.12 MI) NORTH ACROSS
 PV0228'COUNTRY TO THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0282 ***********************************************************************
 PV0282  DESIGNATION -  F 122
 PV0282  PID         -  PV0282
 PV0282  STATE/COUNTY-  WY/CAMPBELL
 PV0282  USGS QUAD   -  ORIVA (1971)
 PV0282
 PV0282                         *CURRENT SURVEY CONTROL
 PV0282  ___________________________________________________________________
 PV0282* NAD 83(1986)-  44 19 30.     (N)    105 41 47.     (W)     SCALED    
 PV0282* NAVD 88     -      1406.019  (meters)    4612.91   (feet)  ADJUSTED  
 PV0282  ___________________________________________________________________
 PV0282  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 PV0282  DYNAMIC HT  -        1405.426 (meters)    4610.97  (feet)  COMP
 PV0282  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 PV0282
 PV0282  VERT ORDER  -  FIRST     CLASS II
 PV0282
 PV0282.The horizontal coordinates were scaled from a topographic map and have
 PV0282.an estimated accuracy of +/- 6 seconds.
 PV0282
 PV0282.The orthometric height was determined by differential leveling
 PV0282.and adjusted by the National Geodetic Survey in June 1991..
 PV0282
 PV0282.The geoid height was determined by GEOID03.
 PV0282
 PV0282.The dynamic height is computed by dividing the NAVD 88
 PV0282.geopotential number by the normal gravity value computed on the
 PV0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0282.degrees latitude (g = 980.6199 gals.).
 PV0282
 PV0282.The modeled gravity was interpolated from observed gravity values.
 PV0282
 PV0282;                    North         East    Units  Estimated Accuracy
 PV0282;SPC WY E     -   425,000.      157,750.      MT  (+/- 180 meters Scaled)
 PV0282
 PV0282                          SUPERSEDED SURVEY CONTROL
 PV0282
 PV0282  NGVD 29 (??/??/92) 1405.339  (m)         4610.68   (f) ADJ UNCH    1 2
 PV0282
 PV0282.Superseded values are not recommended for survey control.
 PV0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0282.See file dsdata.txt to determine how the superseded data were derived.
 PV0282
 PV0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK444082(NAD 83)
 PV0282_MARKER: DB = BENCH MARK DISK
 PV0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0282_SP_SET: BRIDGE
 PV0282_STAMPING: F 122 1957
 PV0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0282
 PV0282  HISTORY     - Date     Condition        Report By
 PV0282  HISTORY     - 1957     MONUMENTED       CGS
 PV0282
 PV0282                          STATION DESCRIPTION
 PV0282
 PV0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0282'10.7 MI NW FROM GILLETTE.
 PV0282'ABOUT 10.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0282'QUINCY RAILROAD FROM THE STATION AT GILLETTE, IN THE TOP OF THE
 PV0282'SOUTHWEST END OF THE SOUTHEASTERLY ONE OF TWO CONCRETE PIERS
 PV0282'OF A SMALL CONCRETE BRIDGE, 10 RAILS NORTHWEST OF ALONG FORKED
 PV0282'COTTONWOOD, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT
 PV0282'3 1/2 FEET BELOW THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0008 ***********************************************************************
 PW0008  DESIGNATION -  F 123
 PW0008  PID         -  PW0008
 PW0008  STATE/COUNTY-  WY/SHERIDAN
 PW0008  USGS QUAD   -  ARVADA NE (1971)
 PW0008
 PW0008                         *CURRENT SURVEY CONTROL
 PW0008  ___________________________________________________________________
 PW0008* NAD 83(1986)-  44 37 57.     (N)    106 02 34.     (W)     SCALED    
 PW0008* NAVD 88     -      1161.747  (meters)    3811.50   (feet)  ADJUSTED  
 PW0008  ___________________________________________________________________
 PW0008  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 PW0008  DYNAMIC HT  -        1161.320 (meters)    3810.10  (feet)  COMP
 PW0008  MODELED GRAV-     980,209.9   (mgal)                       NAVD 88
 PW0008
 PW0008  VERT ORDER  -  FIRST     CLASS II
 PW0008
 PW0008.The horizontal coordinates were scaled from a topographic map and have
 PW0008.an estimated accuracy of +/- 6 seconds.
 PW0008
 PW0008.The orthometric height was determined by differential leveling
 PW0008.and adjusted by the National Geodetic Survey in June 1991..
 PW0008
 PW0008.The geoid height was determined by GEOID03.
 PW0008
 PW0008.The dynamic height is computed by dividing the NAVD 88
 PW0008.geopotential number by the normal gravity value computed on the
 PW0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0008.degrees latitude (g = 980.6199 gals.).
 PW0008
 PW0008.The modeled gravity was interpolated from observed gravity values.
 PW0008
 PW0008;                    North         East    Units  Estimated Accuracy
 PW0008;SPC WYEC     -   559,840.      502,400.      MT  (+/- 180 meters Scaled)
 PW0008
 PW0008                          SUPERSEDED SURVEY CONTROL
 PW0008
 PW0008  NGVD 29 (??/??/92) 1161.075  (m)         3809.29   (f) ADJ UNCH    1 2
 PW0008
 PW0008.Superseded values are not recommended for survey control.
 PW0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0008.See file dsdata.txt to determine how the superseded data were derived.
 PW0008
 PW0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK172426(NAD 83)
 PW0008_MARKER: DB = BENCH MARK DISK
 PW0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0008_STAMPING: F 123 1957
 PW0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0008+STABILITY: SURFACE MOTION
 PW0008
 PW0008  HISTORY     - Date     Condition        Report By
 PW0008  HISTORY     - 1957     MONUMENTED       CGS
 PW0008
 PW0008                          STATION DESCRIPTION
 PW0008
 PW0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0008'4.9 MI SE FROM ARVADA.
 PW0008'4.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0008'FROM THE STATION AT ARVADA, 24 FEET SOUTH-SOUTHEAST OF THE 5TH POLE
 PW0008'NORTHWEST OF MILEPOST 636, ON THE OUTSIDE OF A LONG CURVE IN THE
 PW0008'TRACK, 327 FEET SOUTH OF THE CENTER OF A CURVE IN A DIRT ROAD, 38 FEET
 PW0008'NORTHEAST OF THE NORTHEAST RAIL, 3 FEET NORTHEAST OF THE FENCE, 2 FEET
 PW0008'NORTHWEST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE TRACK AND IN
 PW0008'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0026 ***********************************************************************
 OU0026  DESIGNATION -  F 124
 OU0026  PID         -  OU0026
 OU0026  STATE/COUNTY-  WY/WESTON
 OU0026  USGS QUAD   -  CLIFTON (1951)
 OU0026
 OU0026                         *CURRENT SURVEY CONTROL
 OU0026  ___________________________________________________________________
 OU0026* NAD 83(1986)-  43 39 09.     (N)    104 06 08.     (W)     SCALED    
 OU0026* NAVD 88     -      1208.910  (meters)    3966.23   (feet)  ADJUSTED  
 OU0026  ___________________________________________________________________
 OU0026  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 OU0026  DYNAMIC HT  -        1208.402 (meters)    3964.57  (feet)  COMP
 OU0026  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 OU0026
 OU0026  VERT ORDER  -  FIRST     CLASS II
 OU0026
 OU0026.The horizontal coordinates were scaled from a topographic map and have
 OU0026.an estimated accuracy of +/- 6 seconds.
 OU0026
 OU0026.The orthometric height was determined by differential leveling
 OU0026.and adjusted by the National Geodetic Survey in June 1991..
 OU0026
 OU0026.The geoid height was determined by GEOID03.
 OU0026
 OU0026.The dynamic height is computed by dividing the NAVD 88
 OU0026.geopotential number by the normal gravity value computed on the
 OU0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0026.degrees latitude (g = 980.6199 gals.).
 OU0026
 OU0026.The modeled gravity was interpolated from observed gravity values.
 OU0026
 OU0026;                    North         East    Units  Estimated Accuracy
 OU0026;SPC WY E     -   350,690.      285,870.      MT  (+/- 180 meters Scaled)
 OU0026
 OU0026                          SUPERSEDED SURVEY CONTROL
 OU0026
 OU0026  NGVD 29 (??/??/92) 1208.320  (m)         3964.30   (f) ADJ UNCH    1 2
 OU0026
 OU0026.Superseded values are not recommended for survey control.
 OU0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0026.See file dsdata.txt to determine how the superseded data were derived.
 OU0026
 OU0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ723336(NAD 83)
 OU0026_MARKER: DB = BENCH MARK DISK
 OU0026_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0026_SP_SET: 9 FEET
 OU0026_STAMPING: F 124 1957
 OU0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0026
 OU0026  HISTORY     - Date     Condition        Report By
 OU0026  HISTORY     - 1957     MONUMENTED       CGS
 OU0026
 OU0026                          STATION DESCRIPTION
 OU0026
 OU0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0026'15.6 MI SE FROM NEWCASTLE.
 OU0026'ABOUT 15.65 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0026'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 6,
 OU0026'T. 42 N., R. 60 W., 94 1/2 FEET EAST-SOUTHEAST OF MILEPOST 505,
 OU0026'93 FEET EAST-NORTHEAST OF THE NEAR RAIL, 82 1/2 FEET
 OU0026'EAST-NORTHEAST OF THE NEAR END OF THE MOST NORTHWESTERLY OF TWO
 OU0026'48-INCH PIPE CULVERTS, 24 FEET EAST-NORTHEAST OF A TELEPHONE
 OU0026'POLE, 4 FEET SOUTHWEST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A
 OU0026'WHITE WOODEN WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK,
 OU0026'A DISK ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 OU0026'DEPTH OF 9 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS
 OU0026'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0077 ***********************************************************************
 OU0077  DESIGNATION -  F 125
 OU0077  PID         -  OU0077
 OU0077  STATE/COUNTY-  WY/WESTON
 OU0077  USGS QUAD   -  OSAGE SE (1979)
 OU0077
 OU0077                         *CURRENT SURVEY CONTROL
 OU0077  ___________________________________________________________________
 OU0077* NAD 83(1986)-  43 50 13.     (N)    104 15 11.     (W)     SCALED    
 OU0077* NAVD 88     -      1258.466  (meters)    4128.82   (feet)  ADJUSTED  
 OU0077  ___________________________________________________________________
 OU0077  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 OU0077  DYNAMIC HT  -        1257.918 (meters)    4127.02  (feet)  COMP
 OU0077  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 OU0077
 OU0077  VERT ORDER  -  FIRST     CLASS II
 OU0077
 OU0077.The horizontal coordinates were scaled from a topographic map and have
 OU0077.an estimated accuracy of +/- 6 seconds.
 OU0077
 OU0077.The orthometric height was determined by differential leveling
 OU0077.and adjusted by the National Geodetic Survey in June 1991..
 OU0077
 OU0077.The geoid height was determined by GEOID03.
 OU0077
 OU0077.The dynamic height is computed by dividing the NAVD 88
 OU0077.geopotential number by the normal gravity value computed on the
 OU0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0077.degrees latitude (g = 980.6199 gals.).
 OU0077
 OU0077.The modeled gravity was interpolated from observed gravity values.
 OU0077
 OU0077;                    North         East    Units  Estimated Accuracy
 OU0077;SPC WY E     -   371,040.      273,470.      MT  (+/- 180 meters Scaled)
 OU0077
 OU0077                          SUPERSEDED SURVEY CONTROL
 OU0077
 OU0077  NGVD 29 (??/??/92) 1257.825  (m)         4126.71   (f) ADJ UNCH    1 2
 OU0077
 OU0077.Superseded values are not recommended for survey control.
 OU0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0077.See file dsdata.txt to determine how the superseded data were derived.
 OU0077
 OU0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ600540(NAD 83)
 OU0077_MARKER: DB = BENCH MARK DISK
 OU0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0077_SP_SET: CONCRETE POST
 OU0077_STAMPING: F 125 1957
 OU0077_MARK LOGO: CGS   
 OU0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0077+STABILITY: SURFACE MOTION
 OU0077
 OU0077  HISTORY     - Date     Condition        Report By
 OU0077  HISTORY     - 1957     MONUMENTED       CGS
 OU0077  HISTORY     - 1985     GOOD             NGS
 OU0077
 OU0077                          STATION DESCRIPTION
 OU0077
 OU0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0077'3 MI SW FROM NEWCASTLE.
 OU0077'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 16 FROM THE CROSSING
 OU0077'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT NEWCASTLE,
 OU0077'THENCE 1.0 MILE SOUTH ALONG A ROAD, IN SECTION 36, T.45 N.,
 OU0077'R.62 W., AT THE CREST OF A SMALL RIDGE, 108 YARDS NORTH-NORTHEAST
 OU0077'OF A FENCE CORNER, 46 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OU0077'ROAD, 11 FEET SOUTH OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A
 OU0077'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN
 OU0077'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 OU0077
 OU0077                          STATION RECOVERY (1985)
 OU0077
 OU0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0085 ***********************************************************************
 PV0085  DESIGNATION -  F 126
 PV0085  PID         -  PV0085
 PV0085  STATE/COUNTY-  WY/WESTON
 PV0085  USGS QUAD   -  CLAY SPUR (1984)
 PV0085
 PV0085                         *CURRENT SURVEY CONTROL
 PV0085  ___________________________________________________________________
 PV0085* NAD 83(1986)-  44 01 16.     (N)    104 28 32.     (W)     SCALED    
 PV0085* NAVD 88     -      1276.105  (meters)    4186.69   (feet)  ADJUSTED  
 PV0085  ___________________________________________________________________
 PV0085  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PV0085  DYNAMIC HT  -        1275.573 (meters)    4184.94  (feet)  COMP
 PV0085  MODELED GRAV-     980,156.6   (mgal)                       NAVD 88
 PV0085
 PV0085  VERT ORDER  -  FIRST     CLASS II
 PV0085
 PV0085.The horizontal coordinates were scaled from a topographic map and have
 PV0085.an estimated accuracy of +/- 6 seconds.
 PV0085
 PV0085.The orthometric height was determined by differential leveling
 PV0085.and adjusted by the National Geodetic Survey in June 1991..
 PV0085
 PV0085.The geoid height was determined by GEOID03.
 PV0085
 PV0085.The dynamic height is computed by dividing the NAVD 88
 PV0085.geopotential number by the normal gravity value computed on the
 PV0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0085.degrees latitude (g = 980.6199 gals.).
 PV0085
 PV0085.The modeled gravity was interpolated from observed gravity values.
 PV0085
 PV0085;                    North         East    Units  Estimated Accuracy
 PV0085;SPC WY E     -   391,330.      255,410.      MT  (+/- 180 meters Scaled)
 PV0085
 PV0085                          SUPERSEDED SURVEY CONTROL
 PV0085
 PV0085  NGVD 29 (??/??/92) 1275.479  (m)         4184.63   (f) ADJ UNCH    1 2
 PV0085
 PV0085.Superseded values are not recommended for survey control.
 PV0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0085.See file dsdata.txt to determine how the superseded data were derived.
 PV0085
 PV0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ420743(NAD 83)
 PV0085_MARKER: DB = BENCH MARK DISK
 PV0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0085_STAMPING: F 126 1957
 PV0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0085+STABILITY: SURFACE MOTION
 PV0085
 PV0085  HISTORY     - Date     Condition        Report By
 PV0085  HISTORY     - 1957     MONUMENTED       CGS
 PV0085
 PV0085                          STATION DESCRIPTION
 PV0085
 PV0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0085'4.2 MI NW FROM OSAGE.
 PV0085'ABOUT 4.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0085'QUINCY RAILROAD FROM THE STATION AT OSAGE, AT A ROAD CROSSING
 PV0085'AT CLAY SIDING, 18 POLES SOUTHEAST OF MILEPOST 540, 97 1/2 FEET
 PV0085'SOUTH-SOUTHWEST OF THE NEAR RAIL, 103 FEET WEST-NORTHWEST OF THE
 PV0085'CENTER LINE OF THE ROAD, 128 FEET WEST-SOUTHWEST OF THE CENTER
 PV0085'OF THE CROSSING, 1 1/2 FEET SOUTHWEST OF THE FENCE LINE, 2 1/2
 PV0085'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE
 PV0085'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0017 ***********************************************************************
 PW0017  DESIGNATION -  F 127
 PW0017  PID         -  PW0017
 PW0017  STATE/COUNTY-  WY/SHERIDAN
 PW0017  USGS QUAD   -  ARVADA (1971)
 PW0017
 PW0017                         *CURRENT SURVEY CONTROL
 PW0017  ___________________________________________________________________
 PW0017* NAD 83(1986)-  44 42 00.     (N)    106 08 45.     (W)     SCALED    
 PW0017* NAVD 88     -      1167.426  (meters)    3830.13   (feet)  ADJUSTED  
 PW0017  ___________________________________________________________________
 PW0017  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 PW0017  DYNAMIC HT  -        1166.996 (meters)    3828.72  (feet)  COMP
 PW0017  MODELED GRAV-     980,209.5   (mgal)                       NAVD 88
 PW0017
 PW0017  VERT ORDER  -  FIRST     CLASS II
 PW0017
 PW0017.The horizontal coordinates were scaled from a topographic map and have
 PW0017.an estimated accuracy of +/- 6 seconds.
 PW0017
 PW0017.The orthometric height was determined by differential leveling
 PW0017.and adjusted by the National Geodetic Survey in June 1991..
 PW0017
 PW0017.The geoid height was determined by GEOID03.
 PW0017
 PW0017.The dynamic height is computed by dividing the NAVD 88
 PW0017.geopotential number by the normal gravity value computed on the
 PW0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0017.degrees latitude (g = 980.6199 gals.).
 PW0017
 PW0017.The modeled gravity was interpolated from observed gravity values.
 PW0017
 PW0017;                    North         East    Units  Estimated Accuracy
 PW0017;SPC WYEC     -   567,210.      494,110.      MT  (+/- 180 meters Scaled)
 PW0017
 PW0017                          SUPERSEDED SURVEY CONTROL
 PW0017
 PW0017  NGVD 29 (??/??/92) 1166.740  (m)         3827.88   (f) ADJ UNCH    1 2
 PW0017
 PW0017.Superseded values are not recommended for survey control.
 PW0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0017.See file dsdata.txt to determine how the superseded data were derived.
 PW0017
 PW0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK092502(NAD 83)
 PW0017_MARKER: DB = BENCH MARK DISK
 PW0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0017_STAMPING: F 127 1957
 PW0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0017+STABILITY: SURFACE MOTION
 PW0017
 PW0017  HISTORY     - Date     Condition        Report By
 PW0017  HISTORY     - 1957     MONUMENTED       CGS
 PW0017
 PW0017                          STATION DESCRIPTION
 PW0017
 PW0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0017'4.0 MI NW FROM ARVADA.
 PW0017'4.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0017'FROM THE STATION AT ARVADA, 49 FEET NORTH OF THE 1ST POLE NORTHWEST OF
 PW0017'MILEPOST 645, 86 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET
 PW0017'SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 PW0017'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 PW0017'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0162 ***********************************************************************
 PW0162  DESIGNATION -  F 128
 PW0162  PID         -  PW0162
 PW0162  STATE/COUNTY-  WY/SHERIDAN
 PW0162  USGS QUAD   -  ULM (1970)
 PW0162
 PW0162                         *CURRENT SURVEY CONTROL
 PW0162  ___________________________________________________________________
 PW0162* NAD 83(1986)-  44 42 15.     (N)    106 37 01.     (W)     SCALED    
 PW0162* NAVD 88     -      1281.076  (meters)    4203.00   (feet)  ADJUSTED  
 PW0162  ___________________________________________________________________
 PW0162  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 PW0162  DYNAMIC HT  -        1280.565 (meters)    4201.32  (feet)  COMP
 PW0162  MODELED GRAV-     980,174.7   (mgal)                       NAVD 88
 PW0162
 PW0162  VERT ORDER  -  FIRST     CLASS II
 PW0162
 PW0162.The horizontal coordinates were scaled from a topographic map and have
 PW0162.an estimated accuracy of +/- 6 seconds.
 PW0162
 PW0162.The orthometric height was determined by differential leveling
 PW0162.and adjusted by the National Geodetic Survey in June 1991..
 PW0162
 PW0162.The geoid height was determined by GEOID03.
 PW0162
 PW0162.The dynamic height is computed by dividing the NAVD 88
 PW0162.geopotential number by the normal gravity value computed on the
 PW0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0162.degrees latitude (g = 980.6199 gals.).
 PW0162
 PW0162.The modeled gravity was interpolated from observed gravity values.
 PW0162
 PW0162;                    North         East    Units  Estimated Accuracy
 PW0162;SPC WYEC     -   567,240.      456,770.      MT  (+/- 180 meters Scaled)
 PW0162
 PW0162                          SUPERSEDED SURVEY CONTROL
 PW0162
 PW0162  NGVD 29 (??/??/92) 1280.330  (m)         4200.55   (f) ADJ UNCH    1 2
 PW0162
 PW0162.Superseded values are not recommended for survey control.
 PW0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0162.See file dsdata.txt to determine how the superseded data were derived.
 PW0162
 PW0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK719513(NAD 83)
 PW0162_MARKER: DB = BENCH MARK DISK
 PW0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0162_STAMPING: F 128 1957
 PW0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0162+STABILITY: SURFACE MOTION
 PW0162
 PW0162  HISTORY     - Date     Condition        Report By
 PW0162  HISTORY     - 1957     MONUMENTED       CGS
 PW0162
 PW0162                          STATION DESCRIPTION
 PW0162
 PW0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0162'15.35 MI NW FROM CLEARMONT.
 PW0162'15.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0162'RAILROAD FROM THE STATION AT CLEARMONT, 11 FEET SOUTHEAST OF THE 3RD
 PW0162'POLE NORTHWEST OF MILEPOST 676, 59 FEET NORTHEAST OF THE NORTHEAST
 PW0162'RAIL, 36 FEET SOUTHWEST OF A FENCE, 3 FEET SOUTH OF A WHITE WOODEN
 PW0162'WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE TRACK AND 9 FEET
 PW0162'LOWER THAN THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 PW0162'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0124 ***********************************************************************
 PW0124  DESIGNATION -  F 129
 PW0124  PID         -  PW0124
 PW0124  STATE/COUNTY-  WY/SHERIDAN
 PW0124  USGS QUAD   -  SHERIDAN (1977)
 PW0124
 PW0124                         *CURRENT SURVEY CONTROL
 PW0124  ___________________________________________________________________
 PW0124* NAD 83(1986)-  44 48 44.     (N)    106 57 10.     (W)     SCALED    
 PW0124* NAVD 88     -      1135.988  (meters)    3726.99   (feet)  ADJUSTED  
 PW0124  ___________________________________________________________________
 PW0124  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 PW0124  DYNAMIC HT  -        1135.590 (meters)    3725.68  (feet)  COMP
 PW0124  MODELED GRAV-     980,227.9   (mgal)                       NAVD 88
 PW0124
 PW0124  VERT ORDER  -  FIRST     CLASS II
 PW0124
 PW0124.The horizontal coordinates were scaled from a topographic map and have
 PW0124.an estimated accuracy of +/- 6 seconds.
 PW0124
 PW0124.The orthometric height was determined by differential leveling
 PW0124.and adjusted by the National Geodetic Survey in June 1991..
 PW0124
 PW0124.The geoid height was determined by GEOID03.
 PW0124
 PW0124.The dynamic height is computed by dividing the NAVD 88
 PW0124.geopotential number by the normal gravity value computed on the
 PW0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0124.degrees latitude (g = 980.6199 gals.).
 PW0124
 PW0124.The modeled gravity was interpolated from observed gravity values.
 PW0124
 PW0124;                    North         East    Units  Estimated Accuracy
 PW0124;SPC WYEC     -   579,070.      430,100.      MT  (+/- 180 meters Scaled)
 PW0124
 PW0124                          SUPERSEDED SURVEY CONTROL
 PW0124
 PW0124  NGVD 29 (??/??/92) 1135.272  (m)         3724.64   (f) ADJ UNCH    1 2
 PW0124
 PW0124.Superseded values are not recommended for survey control.
 PW0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0124.See file dsdata.txt to determine how the superseded data were derived.
 PW0124
 PW0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK455639(NAD 83)
 PW0124_MARKER: DB = BENCH MARK DISK
 PW0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0124_STAMPING: F 129 1957
 PW0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0124+STABILITY: SURFACE MOTION
 PW0124
 PW0124  HISTORY     - Date     Condition        Report By
 PW0124  HISTORY     - 1957     MONUMENTED       CGS
 PW0124
 PW0124                          STATION DESCRIPTION
 PW0124
 PW0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0124'0.45 MI N FROM SHERIDAN.
 PW0124'0.45 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0124'THE STATION AT SHERIDAN, 126 FEET NORTH-NORTHWEST OF MILEPOST 699, 54
 PW0124'1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 49 1/2 FEET WEST OF
 PW0124'A SWITCH STAND, 4 FEET WEST OF A TELEPHONE POLE WITH GUY WIRE, 159
 PW0124'FEET NORTH OF THE NORTHEAST CORNER OF A CORRUGATED METAL BUILDING, 2
 PW0124'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 PW0124'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0196 ***********************************************************************
 PX0196  DESIGNATION -  F 13
 PX0196  PID         -  PX0196
 PX0196  STATE/COUNTY-  WY/PARK
 PX0196  USGS QUAD   -  WAPITI (1991)
 PX0196
 PX0196                         *CURRENT SURVEY CONTROL
 PX0196  ___________________________________________________________________
 PX0196* NAD 83(1986)-  44 28 09.     (N)    109 25 52.     (W)     SCALED    
 PX0196* NAVD 88     -      1700.593  (meters)    5579.36   (feet)  ADJUSTED  
 PX0196  ___________________________________________________________________
 PX0196  GEOID HEIGHT-          -9.09  (meters)                     GEOID03
 PX0196  DYNAMIC HT  -        1699.696 (meters)    5576.42  (feet)  COMP
 PX0196  MODELED GRAV-     980,030.2   (mgal)                       NAVD 88
 PX0196
 PX0196  VERT ORDER  -  SECOND    CLASS 0
 PX0196
 PX0196.The horizontal coordinates were scaled from a topographic map and have
 PX0196.an estimated accuracy of +/- 6 seconds.
 PX0196
 PX0196.The orthometric height was determined by differential leveling
 PX0196.and adjusted by the National Geodetic Survey in June 1991..
 PX0196
 PX0196.The geoid height was determined by GEOID03.
 PX0196
 PX0196.The dynamic height is computed by dividing the NAVD 88
 PX0196.geopotential number by the normal gravity value computed on the
 PX0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0196.degrees latitude (g = 980.6199 gals.).
 PX0196
 PX0196.The modeled gravity was interpolated from observed gravity values.
 PX0196
 PX0196;                    North         East    Units  Estimated Accuracy
 PX0196;SPC WYWC     -   441,100.      545,810.      MT  (+/- 180 meters Scaled)
 PX0196
 PX0196                          SUPERSEDED SURVEY CONTROL
 PX0196
 PX0196  NGVD 29 (??/??/92) 1699.451  (m)         5575.62   (f) ADJ UNCH    2 0
 PX0196
 PX0196.Superseded values are not recommended for survey control.
 PX0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0196.See file dsdata.txt to determine how the superseded data were derived.
 PX0196
 PX0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ247251(NAD 83)
 PX0196_MARKER: DB = BENCH MARK DISK
 PX0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0196_SP_SET: ABUTMENT
 PX0196_STAMPING: 5575.258 F 13 1923
 PX0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0196
 PX0196  HISTORY     - Date     Condition        Report By
 PX0196  HISTORY     - 1923     MONUMENTED       CGS
 PX0196  HISTORY     - 1933     GOOD             NGS
 PX0196  HISTORY     - 1983     MARK NOT FOUND   USGS
 PX0196  HISTORY     - 20000712 MARK NOT FOUND   CGS
 PX0196
 PX0196                          STATION DESCRIPTION
 PX0196
 PX0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 PX0196'21.0 MI W FROM CODY.
 PX0196'21.0 MILES WEST ALONG THE CODY-EAST ENTRANCE ROAD FROM CODY, PARK
 PX0196'COUNTY, AT THE SITE OF THE FORMER BRIDGE OVER SHOSHONE RIVER, 0.5 MILE
 PX0196'SOUTHEAST OF THE NEW BRIDGE, IN THE WEST WING OF THE NORTH ABUTMENT OF
 PX0196'THE OLD BRIDGE, 8 FEET NORTH OF THE ROAD, AND 1 FOOT HIGHER THAN THE
 PX0196'ROAD.  A STANDARD DISK, STAMPED 5575.258 F 13 1923.
 PX0196
 PX0196                          STATION RECOVERY (1983)
 PX0196
 PX0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0196'MARK NOT FOUND.
 PX0196
 PX0196                          STATION RECOVERY (2000)
 PX0196
 PX0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0196'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0255 ***********************************************************************
 MO0255  DESIGNATION -  F 130
 MO0255  PID         -  MO0255
 MO0255  STATE/COUNTY-  WY/LARAMIE
 MO0255  USGS QUAD   -  NIMMO RANCH (1991)
 MO0255
 MO0255                         *CURRENT SURVEY CONTROL
 MO0255  ___________________________________________________________________
 MO0255* NAD 83(1986)-  41 24 19.     (N)    104 55 08.     (W)     SCALED    
 MO0255* NAVD 88     -      1973.900  (meters)    6476.04   (feet)  ADJUSTED  
 MO0255  ___________________________________________________________________
 MO0255  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 MO0255  DYNAMIC HT  -        1972.226 (meters)    6470.54  (feet)  COMP
 MO0255  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 MO0255
 MO0255  VERT ORDER  -  SECOND    CLASS 0
 MO0255
 MO0255.The horizontal coordinates were scaled from a topographic map and have
 MO0255.an estimated accuracy of +/- 6 seconds.
 MO0255
 MO0255.The orthometric height was determined by differential leveling
 MO0255.and adjusted by the National Geodetic Survey in June 1991..
 MO0255
 MO0255.The geoid height was determined by GEOID03.
 MO0255
 MO0255.The dynamic height is computed by dividing the NAVD 88
 MO0255.geopotential number by the normal gravity value computed on the
 MO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0255.degrees latitude (g = 980.6199 gals.).
 MO0255
 MO0255.The modeled gravity was interpolated from observed gravity values.
 MO0255
 MO0255;                    North         East    Units  Estimated Accuracy
 MO0255;SPC WY E     -   100,560.      220,720.      MT  (+/- 180 meters Scaled)
 MO0255
 MO0255                          SUPERSEDED SURVEY CONTROL
 MO0255
 MO0255  NGVD 29 (??/??/92) 1972.911  (m)         6472.79   (f) ADJ UNCH    2 0
 MO0255
 MO0255.Superseded values are not recommended for survey control.
 MO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0255.See file dsdata.txt to determine how the superseded data were derived.
 MO0255
 MO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF067837(NAD 83)
 MO0255_MARKER: DB = BENCH MARK DISK
 MO0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0255_STAMPING: F 130 1959
 MO0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0255+STABILITY: SURFACE MOTION
 MO0255
 MO0255  HISTORY     - Date     Condition        Report By
 MO0255  HISTORY     - 1959     MONUMENTED       CGS
 MO0255
 MO0255                          STATION DESCRIPTION
 MO0255
 MO0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0255'21.2 MI NNW FROM CHEYENNE.
 MO0255'0.4 MILE WEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0255'CHEYENNE, THENCE WEST ON PERSHING BLVD. FOR 0.8 MILE, THENCE
 MO0255'NORTH ON INTERSTATE HIGHWAY 25 FOR 17.9 MILES, THENCE WEST ON
 MO0255'GRAVELED ROAD TO WHITAKER RANCH FOR 2.1 MILES.  ON A SMALL MOUND
 MO0255'82 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 30 FEET WEST
 MO0255'OF A POINT WHERE BANK DROPS OFF SHARPLY ON NORTH SIDE OF
 MO0255'ROAD.  SET IN A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0175 ***********************************************************************
 MQ0175  DESIGNATION -  F 131
 MQ0175  PID         -  MQ0175
 MQ0175  STATE/COUNTY-  WY/SWEETWATER
 MQ0175  USGS QUAD   -  GREEN RIVER (1980)
 MQ0175
 MQ0175                         *CURRENT SURVEY CONTROL
 MQ0175  ___________________________________________________________________
 MQ0175* NAD 83(1986)-  41 31 47.     (N)    109 22 48.     (W)     SCALED    
 MQ0175* NAVD 88     -      1885.919  (meters)    6187.39   (feet)  ADJUSTED  
 MQ0175  ___________________________________________________________________
 MQ0175  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 MQ0175  DYNAMIC HT  -        1884.290 (meters)    6182.04  (feet)  COMP
 MQ0175  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 MQ0175
 MQ0175  VERT ORDER  -  FIRST     CLASS II
 MQ0175
 MQ0175.The horizontal coordinates were scaled from a topographic map and have
 MQ0175.an estimated accuracy of +/- 6 seconds.
 MQ0175
 MQ0175.The orthometric height was determined by differential leveling
 MQ0175.and adjusted by the National Geodetic Survey in June 1991..
 MQ0175
 MQ0175.The geoid height was determined by GEOID03.
 MQ0175
 MQ0175.The dynamic height is computed by dividing the NAVD 88
 MQ0175.geopotential number by the normal gravity value computed on the
 MQ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0175.degrees latitude (g = 980.6199 gals.).
 MQ0175
 MQ0175.The modeled gravity was interpolated from observed gravity values.
 MQ0175
 MQ0175;                    North         East    Units  Estimated Accuracy
 MQ0175;SPC WYWC     -   114,540.      547,430.      MT  (+/- 180 meters Scaled)
 MQ0175
 MQ0175                          SUPERSEDED SURVEY CONTROL
 MQ0175
 MQ0175  NGVD 29 (??/??/92) 1884.610  (m)         6183.09   (f) ADJ UNCH    1 2
 MQ0175
 MQ0175.Superseded values are not recommended for survey control.
 MQ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0175.See file dsdata.txt to determine how the superseded data were derived.
 MQ0175
 MQ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL351988(NAD 83)
 MQ0175_MARKER: DB = BENCH MARK DISK
 MQ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0175_STAMPING: F 131 1958
 MQ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0175+STABILITY: SURFACE MOTION
 MQ0175
 MQ0175  HISTORY     - Date     Condition        Report By
 MQ0175  HISTORY     - 1958     MONUMENTED       CGS
 MQ0175  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0175
 MQ0175                          STATION DESCRIPTION
 MQ0175
 MQ0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0175'5 MI NE FROM GREEN RIVER.
 MQ0175'ABOUT 5.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0175'STATION AT GREEN RIVER, 278 FEET NORTHWEST AND ACROSS THE TRACK FROM
 MQ0175'MILE POST 812, AT THE WEST END OF A CUT, 8 RAILS EAST OF THE EAST END
 MQ0175'OF A LARGE STEEL BRIDGE, 73 FEET NORTH OF THE NEAR RAIL, 81 FEET EAST
 MQ0175'OF A TELEPHONE POLE, AND IN LINE WITH THE TELEPHONE POLES, 1 1/2 FEET
 MQ0175'EAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE TRACKS, AND IN
 MQ0175'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MQ0175
 MQ0175                          STATION RECOVERY (1983)
 MQ0175
 MQ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0265 ***********************************************************************
 MQ0265  DESIGNATION -  F 132
 MQ0265  PID         -  MQ0265
 MQ0265  STATE/COUNTY-  WY/SWEETWATER
 MQ0265  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0265
 MQ0265                         *CURRENT SURVEY CONTROL
 MQ0265  ___________________________________________________________________
 MQ0265* NAD 83(1986)-  41 32 38.     (N)    109 50 49.     (W)     SCALED    
 MQ0265* NAVD 88     -      1951.227  (meters)    6401.65   (feet)  ADJUSTED  
 MQ0265  ___________________________________________________________________
 MQ0265  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 MQ0265  DYNAMIC HT  -        1949.540 (meters)    6396.12  (feet)  COMP
 MQ0265  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 MQ0265
 MQ0265  VERT ORDER  -  FIRST     CLASS II
 MQ0265
 MQ0265.The horizontal coordinates were scaled from a topographic map and have
 MQ0265.an estimated accuracy of +/- 6 seconds.
 MQ0265
 MQ0265.The orthometric height was determined by differential leveling
 MQ0265.and adjusted by the National Geodetic Survey in June 1991..
 MQ0265.WARNING-Repeat measurements at this control monument indicate possible
 MQ0265.vertical movement.
 MQ0265
 MQ0265.The geoid height was determined by GEOID03.
 MQ0265
 MQ0265.The dynamic height is computed by dividing the NAVD 88
 MQ0265.geopotential number by the normal gravity value computed on the
 MQ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0265.degrees latitude (g = 980.6199 gals.).
 MQ0265
 MQ0265.The modeled gravity was interpolated from observed gravity values.
 MQ0265
 MQ0265;                    North         East    Units  Estimated Accuracy
 MQ0265;SPC WYWC     -   116,500.      508,480.      MT  (+/- 180 meters Scaled)
 MQ0265
 MQ0265                          SUPERSEDED SURVEY CONTROL
 MQ0265
 MQ0265  NGVD 29 (06/08/92) 1949.915  (m)         6397.35   (f) ADJUSTED    1 2
 MQ0265
 MQ0265.Superseded values are not recommended for survey control.
 MQ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0265.See file dsdata.txt to determine how the superseded data were derived.
 MQ0265
 MQ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL961997(NAD 83)
 MQ0265_MARKER: DB = BENCH MARK DISK
 MQ0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0265_STAMPING: F 132 1958
 MQ0265_MARK LOGO: CGS   
 MQ0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0265+STABILITY: SURFACE MOTION
 MQ0265
 MQ0265  HISTORY     - Date     Condition        Report By
 MQ0265  HISTORY     - 1958     MONUMENTED       CGS
 MQ0265  HISTORY     - 1962     GOOD             NGS
 MQ0265  HISTORY     - 1983     GOOD             NGS
 MQ0265
 MQ0265                          STATION DESCRIPTION
 MQ0265
 MQ0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0265'8.45 MI E FROM GRANGER.
 MQ0265'ABOUT 2.75 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0265'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 2.2 MILES SOUTHEAST
 MQ0265'ALONG U. S. HIGHWAY 30 N, THENCE ABOUT 3.5 MILES EAST ALONG U. S.
 MQ0265'HIGHWAY 30, 152 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 68 FEET
 MQ0265'NORTHEAST OF A STEEL PIPE LINE MARKER NUMBER 294.39, ABOUT 0.6 MILE
 MQ0265'EAST OF LITTLE AMERICA, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT
 MQ0265'3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 MQ0265'CONCRETE POST PROJECTING 3 INCHES.
 MQ0265
 MQ0265                          STATION RECOVERY (1962)
 MQ0265
 MQ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MQ0265'RECOVERED IN GOOD CONDITION.
 MQ0265
 MQ0265                          STATION RECOVERY (1983)
 MQ0265
 MQ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0265'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0265'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.  ADD 0.6
 MQ0265'METER (2.0 FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0023 ***********************************************************************
 MR0023  DESIGNATION -  F 133
 MR0023  PID         -  MR0023
 MR0023  STATE/COUNTY-  WY/UINTA
 MR0023  USGS QUAD   -  HAMPTON (1969)
 MR0023
 MR0023                         *CURRENT SURVEY CONTROL
 MR0023  ___________________________________________________________________
 MR0023* NAD 83(1986)-  41 32 11.     (N)    110 18 35.     (W)     SCALED    
 MR0023* NAVD 88     -      1954.857  (meters)    6413.56   (feet)  ADJUSTED  
 MR0023  ___________________________________________________________________
 MR0023  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 MR0023  DYNAMIC HT  -        1953.171 (meters)    6408.03  (feet)  COMP
 MR0023  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 MR0023
 MR0023  VERT ORDER  -  FIRST     CLASS II
 MR0023
 MR0023.The horizontal coordinates were scaled from a topographic map and have
 MR0023.an estimated accuracy of +/- 6 seconds.
 MR0023
 MR0023.The orthometric height was determined by differential leveling
 MR0023.and adjusted by the National Geodetic Survey in June 1991..
 MR0023
 MR0023.The geoid height was determined by GEOID03.
 MR0023
 MR0023.The dynamic height is computed by dividing the NAVD 88
 MR0023.geopotential number by the normal gravity value computed on the
 MR0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0023.degrees latitude (g = 980.6199 gals.).
 MR0023
 MR0023.The modeled gravity was interpolated from observed gravity values.
 MR0023
 MR0023;                    North         East    Units  Estimated Accuracy
 MR0023;SPC WY W     -   215,110.      781,110.      MT  (+/- 180 meters Scaled)
 MR0023
 MR0023                          SUPERSEDED SURVEY CONTROL
 MR0023
 MR0023  NGVD 29 (06/08/92) 1953.569  (m)         6409.33   (f) ADJUSTED    1 2
 MR0023
 MR0023.Superseded values are not recommended for survey control.
 MR0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0023.See file dsdata.txt to determine how the superseded data were derived.
 MR0023
 MR0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL575985(NAD 83)
 MR0023_MARKER: DB = BENCH MARK DISK
 MR0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0023_SP_SET: CISTERN
 MR0023_STAMPING: F 133 1958
 MR0023_MARK LOGO: CGS   
 MR0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0023
 MR0023  HISTORY     - Date     Condition        Report By
 MR0023  HISTORY     - 1958     MONUMENTED       CGS
 MR0023  HISTORY     - 1983     GOOD             NGS
 MR0023
 MR0023                          STATION DESCRIPTION
 MR0023
 MR0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0023'9.6 MI NE FROM CARTER.
 MR0023'ABOUT 9.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0023'STATION AT CARTER, 4 POLES NORTHEAST OF MILEPOST 866, AT HAMPTON
 MR0023'SIDING, IN THE TOP OF THE NORTHEAST EDGE OF A LARGE CONCRETE CISTERN,
 MR0023'77 FEET NORTH AND ACROSS THE TRACKS FROM THE STATION SIGN, 33 FEET
 MR0023'EAST OF THE NORTHEAST CORNER OF A SECTION HOUSE, 21 FEET NORTHWEST OF
 MR0023'THE NORTHWEST RAIL, 21 FEET EAST OF A TELEPHONE POLE, AND ABOUT 1 FOOT
 MR0023'BELOW THE LEVEL OF THE TRACKS.
 MR0023
 MR0023                          STATION RECOVERY (1983)
 MR0023
 MR0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0023'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0023'FOLLOWING EXCEPTIONS, ADD 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 866,
 MR0023'AND 0.9 METER (3.0 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0142 ***********************************************************************
 MR0142  DESIGNATION -  F 134
 MR0142  PID         -  MR0142
 MR0142  STATE/COUNTY-  WY/UINTA
 MR0142  USGS QUAD   -  MILLIS (1965)
 MR0142
 MR0142                         *CURRENT SURVEY CONTROL
 MR0142  ___________________________________________________________________
 MR0142* NAD 83(1986)-  41 12 59.     (N)    110 53 29.     (W)     SCALED    
 MR0142* NAVD 88     -      2115.253  (meters)    6939.79   (feet)  ADJUSTED  
 MR0142  ___________________________________________________________________
 MR0142  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 MR0142  DYNAMIC HT  -        2113.271 (meters)    6933.29  (feet)  COMP
 MR0142  MODELED GRAV-     979,611.2   (mgal)                       NAVD 88
 MR0142
 MR0142  VERT ORDER  -  FIRST     CLASS II
 MR0142
 MR0142.The horizontal coordinates were scaled from a topographic map and have
 MR0142.an estimated accuracy of +/- 6 seconds.
 MR0142
 MR0142.The orthometric height was determined by differential leveling
 MR0142.and adjusted by the National Geodetic Survey in June 1991..
 MR0142
 MR0142.The geoid height was determined by GEOID03.
 MR0142
 MR0142.The dynamic height is computed by dividing the NAVD 88
 MR0142.geopotential number by the normal gravity value computed on the
 MR0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0142.degrees latitude (g = 980.6199 gals.).
 MR0142
 MR0142.The modeled gravity was interpolated from observed gravity values.
 MR0142
 MR0142;                    North         East    Units  Estimated Accuracy
 MR0142;SPC WY W     -   179,870.      732,240.      MT  (+/- 180 meters Scaled)
 MR0142
 MR0142                          SUPERSEDED SURVEY CONTROL
 MR0142
 MR0142  NGVD 29 (06/08/92) 2113.922  (m)         6935.43   (f) ADJUSTED    1 2
 MR0142
 MR0142.Superseded values are not recommended for survey control.
 MR0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0142.See file dsdata.txt to determine how the superseded data were derived.
 MR0142
 MR0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL091627(NAD 83)
 MR0142_MARKER: DB = BENCH MARK DISK
 MR0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0142_SP_SET: RETAINING WALL
 MR0142_STAMPING: F 134 1958
 MR0142_MARK LOGO: CGS   
 MR0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0142
 MR0142  HISTORY     - Date     Condition        Report By
 MR0142  HISTORY     - 1958     MONUMENTED       CGS
 MR0142  HISTORY     - 1983     GOOD             NGS
 MR0142
 MR0142                          STATION DESCRIPTION
 MR0142
 MR0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0142'5.8 MI E FROM EVANSTON.
 MR0142'ABOUT 5.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0142'AT EVANSTON, 24 POLES EAST OF MILEPOST 912, IN THE TOP OF THE NORTH
 MR0142'END OF THE EAST CONCRETE RETAINING WALL OF BRIDGE 911.42, 7 FEET NORTH
 MR0142'OF THE NORTH RAIL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACKS.
 MR0142
 MR0142                          STATION RECOVERY (1983)
 MR0142
 MR0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0123 ***********************************************************************
 MR0123  DESIGNATION -  F 135
 MR0123  PID         -  MR0123
 MR0123  STATE/COUNTY-  WY/UINTA
 MR0123  USGS QUAD   -  RAGAN (1978)
 MR0123
 MR0123                         *CURRENT SURVEY CONTROL
 MR0123  ___________________________________________________________________
 MR0123* NAD 83(1986)-  41 16 26.     (N)    110 39 03.     (W)     SCALED    
 MR0123* NAVD 88     -      2098.067  (meters)    6883.41   (feet)  ADJUSTED  
 MR0123  ___________________________________________________________________
 MR0123  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MR0123  DYNAMIC HT  -        2096.174 (meters)    6877.20  (feet)  COMP
 MR0123  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 MR0123
 MR0123  VERT ORDER  -  FIRST     CLASS II
 MR0123
 MR0123.The horizontal coordinates were scaled from a topographic map and have
 MR0123.an estimated accuracy of +/- 6 seconds.
 MR0123
 MR0123.The orthometric height was determined by differential leveling
 MR0123.and adjusted by the National Geodetic Survey in June 1991..
 MR0123
 MR0123.The geoid height was determined by GEOID03.
 MR0123
 MR0123.The dynamic height is computed by dividing the NAVD 88
 MR0123.geopotential number by the normal gravity value computed on the
 MR0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0123.degrees latitude (g = 980.6199 gals.).
 MR0123
 MR0123.The modeled gravity was interpolated from observed gravity values.
 MR0123
 MR0123;                    North         East    Units  Estimated Accuracy
 MR0123;SPC WY W     -   186,090.      752,450.      MT  (+/- 180 meters Scaled)
 MR0123
 MR0123                          SUPERSEDED SURVEY CONTROL
 MR0123
 MR0123  NGVD 29 (06/08/92) 2096.781  (m)         6879.19   (f) ADJUSTED    1 2
 MR0123
 MR0123.Superseded values are not recommended for survey control.
 MR0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0123.See file dsdata.txt to determine how the superseded data were derived.
 MR0123
 MR0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL292692(NAD 83)
 MR0123_MARKER: DB = BENCH MARK DISK
 MR0123_SETTING: 66 = SET IN ROCK OUTCROP
 MR0123_SP_SET: SANDSTONE OUTCROP
 MR0123_STAMPING: F 135 1958
 MR0123_MARK LOGO: CGS   
 MR0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0123+STABILITY: POSITION/ELEVATION WELL
 MR0123
 MR0123  HISTORY     - Date     Condition        Report By
 MR0123  HISTORY     - 1958     MONUMENTED       CGS
 MR0123  HISTORY     - 1983     GOOD             NGS
 MR0123
 MR0123                          STATION DESCRIPTION
 MR0123
 MR0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0123'9.1 MI NE FROM ALTAMONT.
 MR0123'ABOUT 9.1 MILES NORTHEAST ALONG THE UNION PACIFIC RIALROAD FROM THE
 MR0123'STATION AT ALTAMONT, ABOUT 0.5 MILE NORTHEAST OF MILEPOST 895, IN THE
 MR0123'TOP OF A LARGE SANDSTONE OUTCROP, SURROUNDED BY A CIRCLE OF LOOSE
 MR0123'ROCKS, ABOUT 0.45 MILE NORTHEAST OF THE RAGAN SIDING SIGN, 122 FEET
 MR0123'NORTHWEST OF THE NORTHWEST RAIL, 61 FEET WEST OF THE NORTHWESTERLY ONE
 MR0123'OF TWO POWER POLES, 63 FEET NORTHWEST OF THE RIGHT OF WAY FENCE.
 MR0123
 MR0123                          STATION RECOVERY (1983)
 MR0123
 MR0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0047 ***********************************************************************
 NR0047  DESIGNATION -  F 141
 NR0047  PID         -  NR0047
 NR0047  STATE/COUNTY-  WY/NATRONA
 NR0047  USGS QUAD   -  SHEEP CREEK (1960)
 NR0047
 NR0047                         *CURRENT SURVEY CONTROL
 NR0047  ___________________________________________________________________
 NR0047* NAD 83(1986)-  42 34 21.     (N)    106 21 01.     (W)     SCALED    
 NR0047* NAVD 88     -      2010.040  (meters)    6594.61   (feet)  ADJUSTED  
 NR0047  ___________________________________________________________________
 NR0047  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 NR0047  DYNAMIC HT  -        2008.612 (meters)    6589.92  (feet)  COMP
 NR0047  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 NR0047
 NR0047  VERT ORDER  -  SECOND    CLASS 0
 NR0047
 NR0047.The horizontal coordinates were scaled from a topographic map and have
 NR0047.an estimated accuracy of +/- 6 seconds.
 NR0047
 NR0047.The orthometric height was determined by differential leveling
 NR0047.and adjusted by the National Geodetic Survey in June 1991..
 NR0047
 NR0047.The geoid height was determined by GEOID03.
 NR0047
 NR0047.The dynamic height is computed by dividing the NAVD 88
 NR0047.geopotential number by the normal gravity value computed on the
 NR0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0047.degrees latitude (g = 980.6199 gals.).
 NR0047
 NR0047.The modeled gravity was interpolated from observed gravity values.
 NR0047
 NR0047;                    North         East    Units  Estimated Accuracy
 NR0047;SPC WYEC     -   330,640.      480,710.      MT  (+/- 180 meters Scaled)
 NR0047
 NR0047                          SUPERSEDED SURVEY CONTROL
 NR0047
 NR0047  NGVD 29 (??/??/92) 2009.052  (m)         6591.36   (f) ADJ UNCH    2 0
 NR0047
 NR0047.Superseded values are not recommended for survey control.
 NR0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0047.See file dsdata.txt to determine how the superseded data were derived.
 NR0047
 NR0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH891142(NAD 83)
 NR0047_MARKER: DB = BENCH MARK DISK
 NR0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0047_STAMPING: F 141 1959
 NR0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0047+STABILITY: SURFACE MOTION
 NR0047
 NR0047  HISTORY     - Date     Condition        Report By
 NR0047  HISTORY     - 1959     MONUMENTED       CGS
 NR0047
 NR0047                          STATION DESCRIPTION
 NR0047
 NR0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0047'32.0 MI S FROM CASPER.
 NR0047'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0047'POST OFFICE AT CASPER, THENCE 8.9 MILES SOUTHEAST ALONG A DIRT ROAD
 NR0047'WHICH IS THE MEDICINE BOW ROAD, THENCE 0.7 MILES SOUTHEAST ALONG TWO
 NR0047'BAR ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE ABOUT
 NR0047'7.2 MILES SOUTHEAST ALONG A DIRT ROAD, NEAR THE CREST OF A RIDGE, 39
 NR0047'FEET EAST OF THE CENTER LINE OF THE ROAD, IN SECTION 7, R 79 W, T 30
 NR0047'N, 4 FEET WEST OF A POWER POLE, 1.7 FEET SOUTH OF A METAL WITNESS
 NR0047'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NR0047'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0095 ***********************************************************************
 NR0095  DESIGNATION -  F 142
 NR0095  PID         -  NR0095
 NR0095  STATE/COUNTY-  WY/CARBON
 NR0095  USGS QUAD   -  CHALK HILLS (1984)
 NR0095
 NR0095                         *CURRENT SURVEY CONTROL
 NR0095  ___________________________________________________________________
 NR0095* NAD 83(1986)-  42 20 36.     (N)    106 05 43.     (W)     SCALED    
 NR0095* NAVD 88     -      2184.274  (meters)    7166.24   (feet)  ADJUSTED  
 NR0095  ___________________________________________________________________
 NR0095  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 NR0095  DYNAMIC HT  -        2182.589 (meters)    7160.71  (feet)  COMP
 NR0095  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 NR0095
 NR0095  VERT ORDER  -  SECOND    CLASS 0
 NR0095
 NR0095.The horizontal coordinates were scaled from a topographic map and have
 NR0095.an estimated accuracy of +/- 6 seconds.
 NR0095
 NR0095.The orthometric height was determined by differential leveling
 NR0095.and adjusted by the National Geodetic Survey in June 1991..
 NR0095
 NR0095.The geoid height was determined by GEOID03.
 NR0095
 NR0095.The dynamic height is computed by dividing the NAVD 88
 NR0095.geopotential number by the normal gravity value computed on the
 NR0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0095.degrees latitude (g = 980.6199 gals.).
 NR0095
 NR0095.The modeled gravity was interpolated from observed gravity values.
 NR0095
 NR0095;                    North         East    Units  Estimated Accuracy
 NR0095;SPC WYEC     -   305,450.      502,020.      MT  (+/- 180 meters Scaled)
 NR0095
 NR0095                          SUPERSEDED SURVEY CONTROL
 NR0095
 NR0095  NGVD 29 (??/??/92) 2183.225  (m)         7162.80   (f) ADJ UNCH    2 0
 NR0095
 NR0095.Superseded values are not recommended for survey control.
 NR0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0095.See file dsdata.txt to determine how the superseded data were derived.
 NR0095
 NR0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG097884(NAD 83)
 NR0095_MARKER: DB = BENCH MARK DISK
 NR0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0095_STAMPING: F 142 1959
 NR0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0095+STABILITY: SURFACE MOTION
 NR0095
 NR0095  HISTORY     - Date     Condition        Report By
 NR0095  HISTORY     - 1959     MONUMENTED       CGS
 NR0095
 NR0095                          STATION DESCRIPTION
 NR0095
 NR0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0095'35.25 MI N FROM MEDICINE BOW.
 NR0095'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0095'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0095'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0095'ABOUT 16.15 MILES NORTHEAST ALONG A DIRT ROAD, 42 FEET WEST OF THE
 NR0095'CENTER LINE OF THE ROAD, IN SECTION 5, R 77 W, T 27 N, ABOUT 0.1 MILE
 NR0095'SOUTH OF THE JUNCTION OF A ROAD LEADING SOUTHEAST, ABOUT 2 FEET BELOW
 NR0095'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 NR0095'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0339 ***********************************************************************
 NQ0339  DESIGNATION -  F 143
 NQ0339  PID         -  NQ0339
 NQ0339  STATE/COUNTY-  WY/PLATTE
 NQ0339  USGS QUAD   -  HIGHTOWER (1981)
 NQ0339
 NQ0339                         *CURRENT SURVEY CONTROL
 NQ0339  ___________________________________________________________________
 NQ0339* NAD 83(1986)-  42 06 39.     (N)    105 07 28.     (W)     SCALED    
 NQ0339* NAVD 88     -      1421.360  (meters)    4663.25   (feet)  ADJUSTED  
 NQ0339  ___________________________________________________________________
 NQ0339  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NQ0339  DYNAMIC HT  -        1420.458 (meters)    4660.29  (feet)  COMP
 NQ0339  MODELED GRAV-     979,937.3   (mgal)                       NAVD 88
 NQ0339
 NQ0339  VERT ORDER  -  SECOND    CLASS 0
 NQ0339
 NQ0339.The horizontal coordinates were scaled from a topographic map and have
 NQ0339.an estimated accuracy of +/- 6 seconds.
 NQ0339
 NQ0339.The orthometric height was determined by differential leveling
 NQ0339.and adjusted by the National Geodetic Survey in June 1991..
 NQ0339
 NQ0339.The geoid height was determined by GEOID03.
 NQ0339
 NQ0339.The dynamic height is computed by dividing the NAVD 88
 NQ0339.geopotential number by the normal gravity value computed on the
 NQ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0339.degrees latitude (g = 980.6199 gals.).
 NQ0339
 NQ0339.The modeled gravity was interpolated from observed gravity values.
 NQ0339
 NQ0339;                    North         East    Units  Estimated Accuracy
 NQ0339;SPC WY E     -   178,890.      203,490.      MT  (+/- 180 meters Scaled)
 NQ0339
 NQ0339                          SUPERSEDED SURVEY CONTROL
 NQ0339
 NQ0339  NGVD 29 (??/??/92) 1420.566  (m)         4660.64   (f) ADJ UNCH    2 0
 NQ0339
 NQ0339.Superseded values are not recommended for survey control.
 NQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0339.See file dsdata.txt to determine how the superseded data were derived.
 NQ0339
 NQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG897620(NAD 83)
 NQ0339_MARKER: DB = BENCH MARK DISK
 NQ0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0339_STAMPING: F 143 1959
 NQ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0339+STABILITY: SURFACE MOTION
 NQ0339
 NQ0339  HISTORY     - Date     Condition        Report By
 NQ0339  HISTORY     - 1959     MONUMENTED       CGS
 NQ0339
 NQ0339                          STATION DESCRIPTION
 NQ0339
 NQ0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0339'12.3 MI NW FROM WHEATLAND.
 NQ0339'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0339'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0339'ALONG STATE HIGHWAY 107, THENCE ABOUT 3.95 MILES NORTHWEST ALONG
 NQ0339'A PAVED ROAD, IN THE EAST SIDE OF SECTION 28, T 25 N, R 69 W, 65
 NQ0339'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.35 MILE
 NQ0339'NORTHWEST OF WHEELER LAKE, AT THE FOOT OF A HILL, 129 FEET NORTH
 NQ0339'OF THE CENTER OF A RAVINE, 102 FEET EAST OF A FENCE, 1.5 FEET
 NQ0339'SOUTH OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 NQ0339'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0366 ***********************************************************************
 NQ0366  DESIGNATION -  F 144
 NQ0366  PID         -  NQ0366
 NQ0366  STATE/COUNTY-  WY/ALBANY
 NQ0366  USGS QUAD   -  DAVIDSON FLATS (1992)
 NQ0366
 NQ0366                         *CURRENT SURVEY CONTROL
 NQ0366  ___________________________________________________________________
 NQ0366* NAD 83(1986)-  42 06 19.     (N)    105 27 47.     (W)     SCALED    
 NQ0366* NAVD 88     -      2133.480  (meters)    6999.59   (feet)  ADJUSTED  
 NQ0366  ___________________________________________________________________
 NQ0366  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 NQ0366  DYNAMIC HT  -        2131.876 (meters)    6994.33  (feet)  COMP
 NQ0366  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 NQ0366
 NQ0366  VERT ORDER  -  SECOND    CLASS 0
 NQ0366
 NQ0366.The horizontal coordinates were scaled from a topographic map and have
 NQ0366.an estimated accuracy of +/- 6 seconds.
 NQ0366
 NQ0366.The orthometric height was determined by differential leveling
 NQ0366.and adjusted by the National Geodetic Survey in June 1991..
 NQ0366
 NQ0366.The geoid height was determined by GEOID03.
 NQ0366
 NQ0366.The dynamic height is computed by dividing the NAVD 88
 NQ0366.geopotential number by the normal gravity value computed on the
 NQ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0366.degrees latitude (g = 980.6199 gals.).
 NQ0366
 NQ0366.The modeled gravity was interpolated from observed gravity values.
 NQ0366
 NQ0366;                    North         East    Units  Estimated Accuracy
 NQ0366;SPC WY E     -   178,310.      175,490.      MT  (+/- 180 meters Scaled)
 NQ0366
 NQ0366                          SUPERSEDED SURVEY CONTROL
 NQ0366
 NQ0366  NGVD 29 (??/??/92) 2132.536  (m)         6996.50   (f) ADJ UNCH    2 0
 NQ0366
 NQ0366.Superseded values are not recommended for survey control.
 NQ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0366.See file dsdata.txt to determine how the superseded data were derived.
 NQ0366
 NQ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG617615(NAD 83)
 NQ0366_MARKER: DB = BENCH MARK DISK
 NQ0366_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0366_SP_SET: ROCK OUTCROP
 NQ0366_STAMPING: F 144 1959
 NQ0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0366+STABILITY: POSITION/ELEVATION WELL
 NQ0366
 NQ0366  HISTORY     - Date     Condition        Report By
 NQ0366  HISTORY     - 1959     MONUMENTED       CGS
 NQ0366
 NQ0366                          STATION DESCRIPTION
 NQ0366
 NQ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0366'11.6 MI E FROM GARRETT.
 NQ0366'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0366'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG
 NQ0366'A GRADED DIRT ROAD, THENCE ABOUT 3.55 MILES NORTHEAST ALONG A
 NQ0366'TRACK ROAD TO THE JUNCTION OF A TRACK ROAD IN THE BOTTOM OF A
 NQ0366'DRAW, THENCE ABOUT 4.15 MILES SOUTHEAST ALONG A TRACK ROAD,
 NQ0366'THENCE ABOUT 0.4 MILES NORTHEAST ALONG A TRACK ROAD LEADING TO
 NQ0366'THE WILSON RANCH, IN THE SOUTH SIDE OF SECTION 27, T 25 N,
 NQ0366'R 72 W, 89 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 NQ0366'IN THE TOP OF A FLAT ROCK OUTCROP PROJECTING 6 INCHES, ABOUT
 NQ0366'0.25 MILE NORTHEAST OF A FENCE CORNER, ABOUT 0.2 MILE SOUTH OF
 NQ0366'A LARGE BALANCED ROCK, 55 FEET SOUTHEAST OF THE CENTER LINE OF
 NQ0366'A DIM TRAIL ROAD, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0390 ***********************************************************************
 NQ0390  DESIGNATION -  F 145
 NQ0390  PID         -  NQ0390
 NQ0390  STATE/COUNTY-  WY/ALBANY
 NQ0390  USGS QUAD   -  ROGERS CREEK (1968)
 NQ0390
 NQ0390                         *CURRENT SURVEY CONTROL
 NQ0390  ___________________________________________________________________
 NQ0390* NAD 83(1986)-  42 09 29.     (N)    105 47 10.     (W)     SCALED    
 NQ0390* NAVD 88     -      2161.823  (meters)    7092.58   (feet)  ADJUSTED  
 NQ0390  ___________________________________________________________________
 NQ0390  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 NQ0390  DYNAMIC HT  -        2160.145 (meters)    7087.08  (feet)  COMP
 NQ0390  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 NQ0390
 NQ0390  VERT ORDER  -  SECOND    CLASS 0
 NQ0390
 NQ0390.The horizontal coordinates were scaled from a topographic map and have
 NQ0390.an estimated accuracy of +/- 6 seconds.
 NQ0390
 NQ0390.The orthometric height was determined by differential leveling
 NQ0390.and adjusted by the National Geodetic Survey in June 1991..
 NQ0390
 NQ0390.The geoid height was determined by GEOID03.
 NQ0390
 NQ0390.The dynamic height is computed by dividing the NAVD 88
 NQ0390.geopotential number by the normal gravity value computed on the
 NQ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0390.degrees latitude (g = 980.6199 gals.).
 NQ0390
 NQ0390.The modeled gravity was interpolated from observed gravity values.
 NQ0390
 NQ0390;                    North         East    Units  Estimated Accuracy
 NQ0390;SPC WY E     -   184,320.      148,810.      MT  (+/- 180 meters Scaled)
 NQ0390
 NQ0390                          SUPERSEDED SURVEY CONTROL
 NQ0390
 NQ0390  NGVD 29 (??/??/92) 2160.806  (m)         7089.24   (f) ADJ UNCH    2 0
 NQ0390
 NQ0390.Superseded values are not recommended for survey control.
 NQ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0390.See file dsdata.txt to determine how the superseded data were derived.
 NQ0390
 NQ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG350676(NAD 83)
 NQ0390_MARKER: DB = BENCH MARK DISK
 NQ0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0390_STAMPING: F 145 1959
 NQ0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0390+STABILITY: SURFACE MOTION
 NQ0390
 NQ0390  HISTORY     - Date     Condition        Report By
 NQ0390  HISTORY     - 1959     MONUMENTED       CGS
 NQ0390
 NQ0390                          STATION DESCRIPTION
 NQ0390
 NQ0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0390'12.5 MI NW FROM GARRETT.
 NQ0390'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0390'POST OFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG A
 NQ0390'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6 MILE
 NQ0390'SOUTH ALONG THE OLD FORT FETTERMAN ROAD WHICH IS COUNTY ROAD 61,
 NQ0390'THENCE ABOUT 3.25 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 NQ0390'WHICH IS COUNTY ROAD 64, IN THE NORTHWEST 1/4 OF SECTION 12,
 NQ0390'T 25 N, R 75 W, 64 FEET NORTHEAST OF THE CENTER LINE OF THE
 NQ0390'ROAD, ABOUT 0.8 MILE SOUTHEAST OF A CATTLE GUARD WHICH IS IN
 NQ0390'AN EAST-WEST FENCE, 2.0 FEET NORTHEAST OF A METAL WITNESS POST,
 NQ0390'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NQ0390'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0414 ***********************************************************************
 NQ0414  DESIGNATION -  F 146
 NQ0414  PID         -  NQ0414
 NQ0414  STATE/COUNTY-  WY/ALBANY
 NQ0414  USGS QUAD   -  PASS CREEK (1964)
 NQ0414
 NQ0414                         *CURRENT SURVEY CONTROL
 NQ0414  ___________________________________________________________________
 NQ0414* NAD 83(1986)-  42 21 58.     (N)    105 57 13.     (W)     SCALED    
 NQ0414* NAVD 88     -      2296.671  (meters)    7534.99   (feet)  ADJUSTED  
 NQ0414  ___________________________________________________________________
 NQ0414  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 NQ0414  DYNAMIC HT  -        2294.893 (meters)    7529.16  (feet)  COMP
 NQ0414  MODELED GRAV-     979,763.7   (mgal)                       NAVD 88
 NQ0414
 NQ0414  VERT ORDER  -  SECOND    CLASS 0
 NQ0414
 NQ0414.The horizontal coordinates were scaled from a topographic map and have
 NQ0414.an estimated accuracy of +/- 6 seconds.
 NQ0414
 NQ0414.The orthometric height was determined by differential leveling
 NQ0414.and adjusted by the National Geodetic Survey in June 1991..
 NQ0414
 NQ0414.The geoid height was determined by GEOID03.
 NQ0414
 NQ0414.The dynamic height is computed by dividing the NAVD 88
 NQ0414.geopotential number by the normal gravity value computed on the
 NQ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0414.degrees latitude (g = 980.6199 gals.).
 NQ0414
 NQ0414.The modeled gravity was interpolated from observed gravity values.
 NQ0414
 NQ0414;                    North         East    Units  Estimated Accuracy
 NQ0414;SPC WY E     -   207,540.      135,180.      MT  (+/- 180 meters Scaled)
 NQ0414
 NQ0414                          SUPERSEDED SURVEY CONTROL
 NQ0414
 NQ0414  NGVD 29 (??/??/92) 2295.617  (m)         7531.54   (f) ADJ UNCH    2 0
 NQ0414
 NQ0414.Superseded values are not recommended for survey control.
 NQ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0414.See file dsdata.txt to determine how the superseded data were derived.
 NQ0414
 NQ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG214908(NAD 83)
 NQ0414_MARKER: DB = BENCH MARK DISK
 NQ0414_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0414_SP_SET: ROCK OUTCROP
 NQ0414_STAMPING: F 146 1959
 NQ0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0414+STABILITY: POSITION/ELEVATION WELL
 NQ0414
 NQ0414  HISTORY     - Date     Condition        Report By
 NQ0414  HISTORY     - 1959     MONUMENTED       CGS
 NQ0414
 NQ0414                          STATION DESCRIPTION
 NQ0414
 NQ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0414'2 MI SE FROM LITTLE MEDICINE.
 NQ0414'ABOUT 1.95 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE RANCH
 NQ0414'BUILDINGS AT LITTLE MEDICINE, ON THE WEST EDGE OF A HILL, 135
 NQ0414'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, NEAR THE CENTER
 NQ0414'OF SECTION 28, T 28 N, R 76 W, IN A ROCK OUTCROP PROJECTING
 NQ0414'ABOUT 1 FOOT AT THE LOCATION OF THE MARK, ABOUT 0.35 MILE
 NQ0414'SOUTHEAST OF A SMALL WOODEN BRIDGE IN A DRAW, 364 FEET SOUTHEAST
 NQ0414'OF A FENCE, AND ABOUT 30 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0339 ***********************************************************************
 MP0339  DESIGNATION -  F 15
 MP0339  PID         -  MP0339
 MP0339  STATE/COUNTY-  WY/CARBON
 MP0339  USGS QUAD   -  BAGGS (1982)
 MP0339
 MP0339                         *CURRENT SURVEY CONTROL
 MP0339  ___________________________________________________________________
 MP0339* NAD 83(1986)-  41 06 15.     (N)    107 37 59.     (W)     SCALED    
 MP0339* NAVD 88     -      1927.854  (meters)    6324.97   (feet)  ADJUSTED  
 MP0339  ___________________________________________________________________
 MP0339  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MP0339  DYNAMIC HT  -        1926.120 (meters)    6319.28  (feet)  COMP
 MP0339  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 MP0339
 MP0339  VERT ORDER  -  FIRST     CLASS II
 MP0339
 MP0339.The horizontal coordinates were scaled from a topographic map and have
 MP0339.an estimated accuracy of +/- 6 seconds.
 MP0339
 MP0339.The orthometric height was determined by differential leveling
 MP0339.and adjusted by the National Geodetic Survey in June 1991..
 MP0339
 MP0339.The geoid height was determined by GEOID03.
 MP0339
 MP0339.The dynamic height is computed by dividing the NAVD 88
 MP0339.geopotential number by the normal gravity value computed on the
 MP0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0339.degrees latitude (g = 980.6199 gals.).
 MP0339
 MP0339.The modeled gravity was interpolated from observed gravity values.
 MP0339
 MP0339;                    North         East    Units  Estimated Accuracy
 MP0339;SPC WYEC     -   167,130.      374,820.      MT  (+/- 180 meters Scaled)
 MP0339
 MP0339                          SUPERSEDED SURVEY CONTROL
 MP0339
 MP0339  NGVD 29 (??/??/92) 1926.652  (m)         6321.02   (f) ADJ UNCH    1 2
 MP0339
 MP0339.Superseded values are not recommended for survey control.
 MP0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0339.See file dsdata.txt to determine how the superseded data were derived.
 MP0339
 MP0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF788536(NAD 83)
 MP0339_MARKER: DB = BENCH MARK DISK
 MP0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0339_STAMPING: F 15 1933
 MP0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0339+STABILITY: SURFACE MOTION
 MP0339
 MP0339  HISTORY     - Date     Condition        Report By
 MP0339  HISTORY     - 1933     MONUMENTED       CGS
 MP0339  HISTORY     - 1978     GOOD             USGS
 MP0339
 MP0339                          STATION DESCRIPTION
 MP0339
 MP0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0339'5.2 MI N FROM BAGGS.
 MP0339'ABOUT 5.2 MILES NORTH ALONG THE BAGGS-WAMSUTTER HIGHWAY FROM BAGGS,
 MP0339'CARBON COUNTY, 36 FEET SOUTH OF THE SOUTH END OF A BRIDGE OVER A DRY
 MP0339'GULCH, AND 70 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 MP0339'DISK, STAMPED F 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
 MP0339
 MP0339                          STATION RECOVERY (1978)
 MP0339
 MP0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MP0339'BAGGS, 5.2 MILES NORTH ALONG STATE HIGHWAY 789 FROM THE POST OFFICE
 MP0339'AT. 55 FT. SE ALONG HIGHWAY AND 79.5 FT. NE (NORMAL TO) AND 7.2 FT.
 MP0339'LOWER THAN CENTERLINE OF HIGHWAY AT DRAIN CROSSING, 19 FT. SW FROM
 MP0339'ROW FENCE, IN CONCRETE POST FLUSH WITH GROUND, A STANDARD DISK,
 MP0339'STAMPED F 15, 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0086 ***********************************************************************
 MO0086  DESIGNATION -  F 150
 MO0086  PID         -  MO0086
 MO0086  STATE/COUNTY-  WY/LARAMIE
 MO0086  USGS QUAD   -  PINE BLUFFS (1992)
 MO0086
 MO0086                         *CURRENT SURVEY CONTROL
 MO0086  ___________________________________________________________________
 MO0086* NAD 83(1986)-  41 11 16.     (N)    104 04 54.     (W)     SCALED    
 MO0086* NAVD 88     -      1536.571  (meters)    5041.23   (feet)  ADJUSTED  
 MO0086  ___________________________________________________________________
 MO0086  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 MO0086  DYNAMIC HT  -        1535.369 (meters)    5037.29  (feet)  COMP
 MO0086  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 MO0086
 MO0086  VERT ORDER  -  SECOND    CLASS 0
 MO0086
 MO0086.The horizontal coordinates were scaled from a topographic map and have
 MO0086.an estimated accuracy of +/- 6 seconds.
 MO0086
 MO0086.The orthometric height was determined by differential leveling
 MO0086.and adjusted by the National Geodetic Survey in June 1991..
 MO0086
 MO0086.The geoid height was determined by GEOID03.
 MO0086
 MO0086.The dynamic height is computed by dividing the NAVD 88
 MO0086.geopotential number by the normal gravity value computed on the
 MO0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0086.degrees latitude (g = 980.6199 gals.).
 MO0086
 MO0086.The modeled gravity was interpolated from observed gravity values.
 MO0086
 MO0086;                    North         East    Units  Estimated Accuracy
 MO0086;SPC WY E     -    76,940.      291,020.      MT  (+/- 180 meters Scaled)
 MO0086
 MO0086                          SUPERSEDED SURVEY CONTROL
 MO0086
 MO0086  NGVD 29 (??/??/92) 1535.765  (m)         5038.59   (f) ADJ UNCH    2 0
 MO0086
 MO0086.Superseded values are not recommended for survey control.
 MO0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0086.See file dsdata.txt to determine how the superseded data were derived.
 MO0086
 MO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF770600(NAD 83)
 MO0086_MARKER: DB = BENCH MARK DISK
 MO0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0086_SP_SET: BRIDGE
 MO0086_STAMPING: F 150 1960
 MO0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0086
 MO0086  HISTORY     - Date     Condition        Report By
 MO0086  HISTORY     - 1960     MONUMENTED       CGS
 MO0086
 MO0086                          STATION DESCRIPTION
 MO0086
 MO0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MO0086'1 MI N FROM PINE BLUFFS.
 MO0086'0.1 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE RAILROAD DEPOT
 MO0086'AT PINE BLUFFS, WYOMING, THENCE 0.1 MILE NORTH ON WYOMING SECONDARY
 MO0086'ROAD 1104, CONTINUING 0.6 MILE ON SAME ROAD, THENCE 0.2 MILE
 MO0086'NORTH ON SAME ROAD.  SET IN A DRILL HOLE IN THE EAST END OF THE
 MO0086'NORTH HEADWALL OF A CONCRETE BRIDGE OVER LODGEPOLE CREEK, 19.5
 MO0086'FEET EAST OF CENTER OF ROAD, 4.8 FEET EAST OF EAST GUARDRAIL,
 MO0086'1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0183 ***********************************************************************
 MR0183  DESIGNATION -  F 153
 MR0183  PID         -  MR0183
 MR0183  STATE/COUNTY-  WY/UINTA
 MR0183  USGS QUAD   -  MYERS RESERVOIR (1965)
 MR0183
 MR0183                         *CURRENT SURVEY CONTROL
 MR0183  ___________________________________________________________________
 MR0183* NAD 83(1986)-  41 02 20.     (N)    110 59 10.     (W)     SCALED    
 MR0183* NAVD 88     -      2233.751  (meters)    7328.56   (feet)  ADJUSTED  
 MR0183  ___________________________________________________________________
 MR0183  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 MR0183  DYNAMIC HT  -        2231.592 (meters)    7321.48  (feet)  COMP
 MR0183  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
 MR0183
 MR0183  VERT ORDER  -  SECOND    CLASS 0
 MR0183
 MR0183.The horizontal coordinates were scaled from a topographic map and have
 MR0183.an estimated accuracy of +/- 6 seconds.
 MR0183
 MR0183.The orthometric height was determined by differential leveling
 MR0183.and adjusted by the National Geodetic Survey in June 1991..
 MR0183
 MR0183.The geoid height was determined by GEOID03.
 MR0183
 MR0183.The dynamic height is computed by dividing the NAVD 88
 MR0183.geopotential number by the normal gravity value computed on the
 MR0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0183.degrees latitude (g = 980.6199 gals.).
 MR0183
 MR0183.The modeled gravity was interpolated from observed gravity values.
 MR0183
 MR0183;                    North         East    Units  Estimated Accuracy
 MR0183;SPC WY W     -   160,230.      724,090.      MT  (+/- 180 meters Scaled)
 MR0183
 MR0183                          SUPERSEDED SURVEY CONTROL
 MR0183
 MR0183  NGVD 29 (??/??/92) 2232.322  (m)         7323.88   (f) ADJ UNCH    2 0
 MR0183
 MR0183.Superseded values are not recommended for survey control.
 MR0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0183.See file dsdata.txt to determine how the superseded data were derived.
 MR0183
 MR0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL011430(NAD 83)
 MR0183_MARKER: DB = BENCH MARK DISK
 MR0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0183_STAMPING: F 153 1962
 MR0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0183+STABILITY: SURFACE MOTION
 MR0183
 MR0183  HISTORY     - Date     Condition        Report By
 MR0183  HISTORY     - 1962     MONUMENTED       CGS
 MR0183
 MR0183                          STATION DESCRIPTION
 MR0183
 MR0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0183'25.5 MI S FROM EVANSTON.
 MR0183'19.8 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0183'OF U.S. HIGHWAY 189 AT EVANSTON, THENCE 5.7 MILES WEST ALONG A DIRT
 MR0183'ROAD, 54 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM THE WEST END OF
 MR0183'A WIRE GATE, AT THE CROSSING OF A TELEPHONE LINE, 21 FEET SOUTH OF THE
 MR0183'CENTER LINE OF THE ROAD, 38 YARDS EAST OF THE CROSSING OF AN
 MR0183'UNDERGROUND GAS LINE, 24 FEET NORTH OF A FENCE, 2.4 FEET EAST OF
 MR0183'TELEPHONE POLE 1998, 2.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 MR0183'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MR0183'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0134 ***********************************************************************
 PY0134  DESIGNATION -  F 157
 PY0134  PID         -  PY0134
 PY0134  STATE/COUNTY-  WY/PARK
 PY0134  USGS QUAD   -  MAMMOTH (1986)
 PY0134
 PY0134                         *CURRENT SURVEY CONTROL
 PY0134  ___________________________________________________________________
 PY0134* NAD 83(1986)-  44 57 33.     (N)    110 42 45.     (W)     SCALED    
 PY0134* NAVD 88     -      2075.541  (meters)    6809.50   (feet)  ADJUSTED  
 PY0134  ___________________________________________________________________
 PY0134  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0134  DYNAMIC HT  -        2074.426 (meters)    6805.85  (feet)  COMP
 PY0134  MODELED GRAV-     980,004.9   (mgal)                       NAVD 88
 PY0134
 PY0134  VERT ORDER  -  FIRST     CLASS II
 PY0134
 PY0134.The horizontal coordinates were scaled from a topographic map and have
 PY0134.an estimated accuracy of +/- 6 seconds.
 PY0134
 PY0134.The orthometric height was determined by differential leveling
 PY0134.and adjusted by the National Geodetic Survey in June 1991..
 PY0134
 PY0134.The geoid height was determined by GEOID03.
 PY0134
 PY0134.The dynamic height is computed by dividing the NAVD 88
 PY0134.geopotential number by the normal gravity value computed on the
 PY0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0134.degrees latitude (g = 980.6199 gals.).
 PY0134
 PY0134.The modeled gravity was interpolated from observed gravity values.
 PY0134
 PY0134;                    North         East    Units  Estimated Accuracy
 PY0134;SPC WYWC     -   497,200.      445,160.      MT  (+/- 180 meters Scaled)
 PY0134
 PY0134                          SUPERSEDED SURVEY CONTROL
 PY0134
 PY0134  NGVD 29 (08/20/92) 2074.302  (m)         6805.44   (f) ADJUSTED    1 2
 PY0134
 PY0134.Superseded values are not recommended for survey control.
 PY0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0134.See file dsdata.txt to determine how the superseded data were derived.
 PY0134
 PY0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ226784(NAD 83)
 PY0134_MARKER: DB = BENCH MARK DISK
 PY0134_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PY0134_SP_SET: UNSPECIFIED ROCK
 PY0134_STAMPING: F 157 1960
 PY0134_MARK LOGO: CGS   
 PY0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0134
 PY0134  HISTORY     - Date     Condition        Report By
 PY0134  HISTORY     - 1960     MONUMENTED       CGS
 PY0134  HISTORY     - 1983     GOOD             NGS
 PY0134  HISTORY     - 1987     GOOD             NGS
 PY0134
 PY0134                          STATION DESCRIPTION
 PY0134
 PY0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0134'2.8 MI S FROM MAMMOTH HOT SPRINGS.
 PY0134'ABOUT 2.8 MILES SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0134'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, ABOUT 500 FEET
 PY0134'NORTH OF THE CREST OF A HILL, SET IN THE TOP OF A 3 X 3 FEET WHITE
 PY0134'FLAT ROCK OUTCROP, WHICH PROJECTS 2 INCHES ABOVE THE GROUND, 44 FEET
 PY0134'WEST OF THE CENTER LINE OF THE HIGHWAY, 91 FEET NORTHWEST OF AND
 PY0134'ACROSS THE HIGHWAY FROM A 7 FOOT ROCK OUTCROP, 38 FEET NORTH OF THE
 PY0134'NORTH EDGE OF A SMALL CLEARING USED AS A PARKING AREA, SOUTHWEST OF A
 PY0134'SMALL MOUND, AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 PY0134
 PY0134                          STATION RECOVERY (1983)
 PY0134
 PY0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0134'RECOVERED IN GOOD CONDITION.
 PY0134
 PY0134                          STATION RECOVERY (1987)
 PY0134
 PY0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0101 ***********************************************************************
 PY0101  DESIGNATION -  F 158
 PY0101  PID         -  PY0101
 PY0101  STATE/COUNTY-  WY/PARK
 PY0101  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0101
 PY0101                         *CURRENT SURVEY CONTROL
 PY0101  ___________________________________________________________________
 PY0101* NAD 83(1986)-  44 41 02.     (N)    110 44 40.     (W)     SCALED    
 PY0101* NAVD 88     -      2236.836  (meters)    7338.69   (feet)  ADJUSTED  
 PY0101  ___________________________________________________________________
 PY0101  GEOID HEIGHT-          -8.67  (meters)                     GEOID03
 PY0101  DYNAMIC HT  -        2235.412 (meters)    7334.01  (feet)  COMP
 PY0101  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 PY0101
 PY0101  VERT ORDER  -  FIRST     CLASS II
 PY0101
 PY0101.The horizontal coordinates were scaled from a topographic map and have
 PY0101.an estimated accuracy of +/- 6 seconds.
 PY0101
 PY0101.The orthometric height was determined by differential leveling
 PY0101.and adjusted by the National Geodetic Survey in June 1991..
 PY0101
 PY0101.The geoid height was determined by GEOID03.
 PY0101
 PY0101.The dynamic height is computed by dividing the NAVD 88
 PY0101.geopotential number by the normal gravity value computed on the
 PY0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0101.degrees latitude (g = 980.6199 gals.).
 PY0101
 PY0101.The modeled gravity was interpolated from observed gravity values.
 PY0101
 PY0101;                    North         East    Units  Estimated Accuracy
 PY0101;SPC WYWC     -   466,670.      441,890.      MT  (+/- 180 meters Scaled)
 PY0101
 PY0101                          SUPERSEDED SURVEY CONTROL
 PY0101
 PY0101  NGVD 29 (08/20/92) 2235.462  (m)         7334.18   (f) ADJUSTED    1 2
 PY0101
 PY0101.Superseded values are not recommended for survey control.
 PY0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0101.See file dsdata.txt to determine how the superseded data were derived.
 PY0101
 PY0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ202478(NAD 83)
 PY0101_MARKER: DB = BENCH MARK DISK
 PY0101_SETTING: 66 = SET IN ROCK OUTCROP
 PY0101_SP_SET: BEDROCK
 PY0101_STAMPING: F 158 1960
 PY0101_MARK LOGO: CGS   
 PY0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0101+STABILITY: POSITION/ELEVATION WELL
 PY0101
 PY0101  HISTORY     - Date     Condition        Report By
 PY0101  HISTORY     - 1960     MONUMENTED       CGS
 PY0101  HISTORY     - 1983     GOOD             NGS
 PY0101  HISTORY     - 1987     GOOD             NGS
 PY0101
 PY0101                          STATION DESCRIPTION
 PY0101
 PY0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0101'4.25 MI SW FROM NORRIS.
 PY0101'ABOUT 4.25 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0101'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 7 1/2 FEET WEST OF THE
 PY0101'SOUTHWEST CORNER OF THE SOUTHWEST STONE WINGWALL OF THE HIGHWAY BRIDGE
 PY0101'OVER THE GIBBON RIVER, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS
 PY0101'14 INCHES, 24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 PY0101'1/2 FEET ABOVE THE HIGHWAY.
 PY0101
 PY0101                          STATION RECOVERY (1983)
 PY0101
 PY0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0101'RECOVERED IN GOOD CONDITION.
 PY0101
 PY0101                          STATION RECOVERY (1987)
 PY0101
 PY0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0189 ***********************************************************************
 OV0189  DESIGNATION -  F 159
 OV0189  PID         -  OV0189
 OV0189  STATE/COUNTY-  WY/FREMONT
 OV0189  USGS QUAD   -  LYSITE (1952)
 OV0189
 OV0189                         *CURRENT SURVEY CONTROL
 OV0189  ___________________________________________________________________
 OV0189* NAD 83(1986)-  43 16 07.     (N)    107 41 14.     (W)     SCALED    
 OV0189* NAVD 88     -      1616.302  (meters)    5302.82   (feet)  ADJUSTED  
 OV0189  ___________________________________________________________________
 OV0189  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 OV0189  DYNAMIC HT  -        1615.244 (meters)    5299.35  (feet)  COMP
 OV0189  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 OV0189
 OV0189  VERT ORDER  -  FIRST     CLASS II
 OV0189
 OV0189.The horizontal coordinates were scaled from a topographic map and have
 OV0189.an estimated accuracy of +/- 6 seconds.
 OV0189
 OV0189.The orthometric height was determined by differential leveling
 OV0189.and adjusted by the National Geodetic Survey in June 1991..
 OV0189
 OV0189.The geoid height was determined by GEOID03.
 OV0189
 OV0189.The dynamic height is computed by dividing the NAVD 88
 OV0189.geopotential number by the normal gravity value computed on the
 OV0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0189.degrees latitude (g = 980.6199 gals.).
 OV0189
 OV0189.The modeled gravity was interpolated from observed gravity values.
 OV0189
 OV0189;                    North         East    Units  Estimated Accuracy
 OV0189;SPC WYWC     -   308,040.      686,280.      MT  (+/- 180 meters Scaled)
 OV0189
 OV0189                          SUPERSEDED SURVEY CONTROL
 OV0189
 OV0189  NGVD 29 (06/08/92) 1615.276  (m)         5299.45   (f) ADJUSTED    1 2
 OV0189
 OV0189.Superseded values are not recommended for survey control.
 OV0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0189.See file dsdata.txt to determine how the superseded data were derived.
 OV0189
 OV0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH819941(NAD 83)
 OV0189_MARKER: DB = BENCH MARK DISK
 OV0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0189_SP_SET: BALUSTRADE
 OV0189_STAMPING: F 159 1966
 OV0189_MARK LOGO: CGS   
 OV0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0189
 OV0189  HISTORY     - Date     Condition        Report By
 OV0189  HISTORY     - 1966     MONUMENTED       CGS
 OV0189  HISTORY     - 1982     GOOD             NGS
 OV0189
 OV0189                          STATION DESCRIPTION
 OV0189
 OV0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0189'0.35 MI NE FROM LYSITE.
 OV0189'0.35 MILE NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON AND
 OV0189'QUINCY RAILROAD STATION AT LYSITE, IN THE TOP OF THE SOUTHWEST CORNER
 OV0189'OF THE SOUTH BALUSTRADE OF THE WEST ENTRANCE TO LYSITE SCHOOL, 142
 OV0189'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 62 FEET EAST OF THE CENTER
 OV0189'LINE OF A GRAVELED STREET, 9 1/2 FEET SOUTH OF THE CENTER OF THE WEST
 OV0189'(MAIN) ENTRANCE TO THE SCHOOL, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 OV0189'ROAD.
 OV0189
 OV0189                          STATION RECOVERY (1982)
 OV0189
 OV0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OV0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0424 ***********************************************************************
 NQ0424  DESIGNATION -  F 16
 NQ0424  PID         -  NQ0424
 NQ0424  STATE/COUNTY-  WY/CONVERSE
 NQ0424  USGS QUAD   -  CAREYHURST (1974)
 NQ0424
 NQ0424                         *CURRENT SURVEY CONTROL
 NQ0424  ___________________________________________________________________
 NQ0424* NAD 83(1986)-  42 51 33.     (N)    105 40 17.     (W)     SCALED    
 NQ0424* NAVD 88     -      1503.803  (meters)    4933.73   (feet)  ADJUSTED  
 NQ0424  ___________________________________________________________________
 NQ0424  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 NQ0424  DYNAMIC HT  -        1502.862 (meters)    4930.64  (feet)  COMP
 NQ0424  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 NQ0424
 NQ0424  VERT ORDER  -  FIRST     CLASS II
 NQ0424
 NQ0424.The horizontal coordinates were scaled from a topographic map and have
 NQ0424.an estimated accuracy of +/- 6 seconds.
 NQ0424
 NQ0424.The orthometric height was determined by differential leveling
 NQ0424.and adjusted by the National Geodetic Survey in June 1991..
 NQ0424
 NQ0424.The geoid height was determined by GEOID03.
 NQ0424
 NQ0424.The dynamic height is computed by dividing the NAVD 88
 NQ0424.geopotential number by the normal gravity value computed on the
 NQ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0424.degrees latitude (g = 980.6199 gals.).
 NQ0424
 NQ0424.The modeled gravity was interpolated from observed gravity values.
 NQ0424
 NQ0424;                    North         East    Units  Estimated Accuracy
 NQ0424;SPC WY E     -   262,130.      158,750.      MT  (+/- 180 meters Scaled)
 NQ0424
 NQ0424                          SUPERSEDED SURVEY CONTROL
 NQ0424
 NQ0424  NGVD 29 (??/??/92) 1502.924  (m)         4930.84   (f) ADJ UNCH    1 2
 NQ0424
 NQ0424.Superseded values are not recommended for survey control.
 NQ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0424.See file dsdata.txt to determine how the superseded data were derived.
 NQ0424
 NQ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH451453(NAD 83)
 NQ0424_MARKER: DB = BENCH MARK DISK
 NQ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0424_STAMPING: F 16 1934
 NQ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0424+STABILITY: SURFACE MOTION
 NQ0424
 NQ0424  HISTORY     - Date     Condition        Report By
 NQ0424  HISTORY     - 1934     MONUMENTED       CGS
 NQ0424  HISTORY     - 1948     GOOD             NGS
 NQ0424
 NQ0424                          STATION DESCRIPTION
 NQ0424
 NQ0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NQ0424'AT CAREY.
 NQ0424'AT CAREY, CONVERSE COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 NQ0424'RAILROAD, ABOUT 1,460 FEET WEST OF MILEPOST 167, ABOUT 126
 NQ0424'FEET WEST OF THE WEST WALL OF A STOCKYARD, 95.4 FEET SOUTH
 NQ0424'OF THE SOUTH RAIL OF THE MAIN TRACK, AND 4.5 FEET NORTH OF A
 NQ0424'FENCE.  A STADARD DISK, STAMPED F 16 1934 AND SET IN THE TOP
 NQ0424'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0377 ***********************************************************************
 PW0377  DESIGNATION -  F 160 RESET
 PW0377  PID         -  PW0377
 PW0377  STATE/COUNTY-  WY/BIG HORN
 PW0377  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0377
 PW0377                         *CURRENT SURVEY CONTROL
 PW0377  ___________________________________________________________________
 PW0377* NAD 83(1986)-  44 35 15.     (N)    107 38 55.     (W)     SCALED    
 PW0377* NAVD 88     -      1752.57   (+/-2cm)    5749.9    (feet)  VERTCON   
 PW0377  ___________________________________________________________________
 PW0377  GEOID HEIGHT-          -9.38  (meters)                     GEOID03
 PW0377
 PW0377  VERT ORDER  -  THIRD (See Below)
 PW0377
 PW0377.The horizontal coordinates were scaled from a topographic map and have
 PW0377.an estimated accuracy of +/- 6 seconds.
 PW0377
 PW0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0377.The vertical order pertains to the NGVD 29 superseded value.
 PW0377
 PW0377.The geoid height was determined by GEOID03.
 PW0377
 PW0377;                    North         East    Units  Estimated Accuracy
 PW0377;SPC WYEC     -   554,080.      374,970.      MT  (+/- 180 meters Scaled)
 PW0377
 PW0377                          SUPERSEDED SURVEY CONTROL
 PW0377
 PW0377  NGVD 29 (03/28/06) 1751.68   (m)         5747.0    (f) RESET       3  
 PW0377
 PW0377.Superseded values are not recommended for survey control.
 PW0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0377.See file dsdata.txt to determine how the superseded data were derived.
 PW0377
 PW0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK897405(NAD 83)
 PW0377_MARKER: DB = BENCH MARK DISK
 PW0377_SETTING: 66 = SET IN ROCK OUTCROP
 PW0377_SP_SET: OUTCROP BEDROCK
 PW0377_STAMPING: F 160 RESET 1977
 PW0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0377+STABILITY: POSITION/ELEVATION WELL
 PW0377
 PW0377  HISTORY     - Date     Condition        Report By
 PW0377  HISTORY     - 1977     MONUMENTED       NGS
 PW0377
 PW0377                          STATION DESCRIPTION
 PW0377
 PW0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 PW0377'9.35 MI NE FROM SHELL.
 PW0377'STATION IS LOCATED ABOUT 9.35 MILES NORTHEAST ALONG U.S. HIGHWAY 14
 PW0377'FROM THE GENERAL STORE IN SHELL, WYOMING, ON THE RIGHT, ON SLOPE OF
 PW0377'HILL, IN A WASH AND IN BEDROCK.  MARK IS DIRECTLY ACROSS HIGHWAY FROM
 PW0377'THE ORIGINAL MARK.  MARK IS 78 FEET WEST-SOUTHWEST OF THE APPROXIMATE
 PW0377'CENTER OF THE PRESENT HIGHWAY AND 28 FEET SOUTH-SOUTHWEST OF A METAL
 PW0377'WITNESS POST.  A STANDARD BENCH MARK DISK, STAMPED F 160 RESET 1977,
 PW0377'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 12 X 6 FT. OUTCROPPING
 PW0377'BEDROCK WHICH PROJECTS ABOUT 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0221 ***********************************************************************
 PW0221  DESIGNATION -  F 161
 PW0221  PID         -  PW0221
 PW0221  STATE/COUNTY-  WY/SHERIDAN
 PW0221  USGS QUAD   -  WOODROCK (1993)
 PW0221
 PW0221                         *CURRENT SURVEY CONTROL
 PW0221  ___________________________________________________________________
 PW0221* NAD 83(1986)-  44 42 47.     (N)    107 29 53.     (W)     SCALED    
 PW0221* NAVD 88     -      2563.702  (meters)    8411.08   (feet)  ADJUSTED  
 PW0221  ___________________________________________________________________
 PW0221  GEOID HEIGHT-          -8.98  (meters)                     GEOID03
 PW0221  DYNAMIC HT  -        2562.287 (meters)    8406.44  (feet)  COMP
 PW0221  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 PW0221
 PW0221  VERT ORDER  -  SECOND    CLASS 0
 PW0221
 PW0221.The horizontal coordinates were scaled from a topographic map and have
 PW0221.an estimated accuracy of +/- 6 seconds.
 PW0221
 PW0221.The orthometric height was determined by differential leveling
 PW0221.and adjusted by the National Geodetic Survey in June 1991..
 PW0221
 PW0221.The geoid height was determined by GEOID03.
 PW0221
 PW0221.The dynamic height is computed by dividing the NAVD 88
 PW0221.geopotential number by the normal gravity value computed on the
 PW0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0221.degrees latitude (g = 980.6199 gals.).
 PW0221
 PW0221.The modeled gravity was interpolated from observed gravity values.
 PW0221
 PW0221;                    North         East    Units  Estimated Accuracy
 PW0221;SPC WYEC     -   567,990.      386,950.      MT  (+/- 180 meters Scaled)
 PW0221
 PW0221                          SUPERSEDED SURVEY CONTROL
 PW0221
 PW0221  NGVD 29 (??/??/92) 2562.684  (m)         8407.74   (f) ADJ UNCH    2 0
 PW0221
 PW0221.Superseded values are not recommended for survey control.
 PW0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0221.See file dsdata.txt to determine how the superseded data were derived.
 PW0221
 PW0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK021541(NAD 83)
 PW0221_MARKER: DB = BENCH MARK DISK
 PW0221_SETTING: 66 = SET IN ROCK OUTCROP
 PW0221_SP_SET: OUTCROP
 PW0221_STAMPING: F 161 1966
 PW0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0221+STABILITY: POSITION/ELEVATION WELL
 PW0221
 PW0221  HISTORY     - Date     Condition        Report By
 PW0221  HISTORY     - 1966     MONUMENTED       CGS
 PW0221
 PW0221                          STATION DESCRIPTION
 PW0221
 PW0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0221'28.15 MI NE FROM SHELL.
 PW0221'28.15 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0221'SHELL, 0.15 MILE SOUTHEAST OF THE CROSSING OF OWEN CREEK, IN THE TOP
 PW0221'OF AN OUTCROP PROJECTING ABOUT 1 FOOT, 56 FEET NORTHEAST OF THE CENTER
 PW0221'LINE OF THE HIGHWAY, 3.9 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 2
 PW0221'1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0235 ***********************************************************************
 PW0235  DESIGNATION -  F 162
 PW0235  PID         -  PW0235
 PW0235  STATE/COUNTY-  WY/SHERIDAN
 PW0235  USGS QUAD   -  SKULL RIDGE (1993)
 PW0235
 PW0235                         *CURRENT SURVEY CONTROL
 PW0235  ___________________________________________________________________
 PW0235* NAD 83(1986)-  44 47 20.     (N)    107 24 54.     (W)     SCALED    
 PW0235* NAVD 88     -      2469.033  (meters)    8100.49   (feet)  ADJUSTED  
 PW0235  ___________________________________________________________________
 PW0235  GEOID HEIGHT-          -9.91  (meters)                     GEOID03
 PW0235  DYNAMIC HT  -        2467.711 (meters)    8096.15  (feet)  COMP
 PW0235  MODELED GRAV-     979,990.0   (mgal)                       NAVD 88
 PW0235
 PW0235  VERT ORDER  -  SECOND    CLASS 0
 PW0235
 PW0235.The horizontal coordinates were scaled from a topographic map and have
 PW0235.an estimated accuracy of +/- 6 seconds.
 PW0235
 PW0235.The orthometric height was determined by differential leveling
 PW0235.and adjusted by the National Geodetic Survey in June 1991..
 PW0235
 PW0235.The geoid height was determined by GEOID03.
 PW0235
 PW0235.The dynamic height is computed by dividing the NAVD 88
 PW0235.geopotential number by the normal gravity value computed on the
 PW0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0235.degrees latitude (g = 980.6199 gals.).
 PW0235
 PW0235.The modeled gravity was interpolated from observed gravity values.
 PW0235
 PW0235;                    North         East    Units  Estimated Accuracy
 PW0235;SPC WYEC     -   576,410.      393,540.      MT  (+/- 180 meters Scaled)
 PW0235
 PW0235                          SUPERSEDED SURVEY CONTROL
 PW0235
 PW0235  NGVD 29 (??/??/92) 2468.033  (m)         8097.20   (f) ADJ UNCH    2 0
 PW0235
 PW0235.Superseded values are not recommended for survey control.
 PW0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0235.See file dsdata.txt to determine how the superseded data were derived.
 PW0235
 PW0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK089623(NAD 83)
 PW0235_MARKER: DB = BENCH MARK DISK
 PW0235_SETTING: 80 = SET IN A BOULDER
 PW0235_STAMPING: F 162 1966
 PW0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0235+STABILITY: SURFACE MOTION
 PW0235
 PW0235  HISTORY     - Date     Condition        Report By
 PW0235  HISTORY     - 1966     MONUMENTED       CGS
 PW0235
 PW0235                          STATION DESCRIPTION
 PW0235
 PW0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0235'17.4 MI SW FROM DAYTON.
 PW0235'17.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0235'DAYTON, 0.1 MILE NORTH OF THE CROSSING OF TIE CREEK, AT THE SOUTH END
 PW0235'OF A CURVE, IN THE TOP OF A 5- BY 5-FOOT FLAT GRANITE BOULDER, 32 FEET
 PW0235'EAST OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET WEST OF A WITNESS
 PW0235'POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0499 ***********************************************************************
 OV0499  DESIGNATION -  F 163 RESET
 OV0499  PID         -  OV0499
 OV0499  STATE/COUNTY-  WY/WASHAKIE
 OV0499  USGS QUAD   -  JOE EMGE CREEK (1976)
 OV0499
 OV0499                         *CURRENT SURVEY CONTROL
 OV0499  ___________________________________________________________________
 OV0499* NAD 83(1986)-  43 57 59.     (N)    107 23 24.     (W)     SCALED    
 OV0499* NAVD 88     -      1388.04   (meters)    4553.9    (feet)  RESET     
 OV0499  ___________________________________________________________________
 OV0499  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 OV0499
 OV0499  VERT ORDER  -  THIRD
 OV0499
 OV0499.The horizontal coordinates were scaled from a topographic map and have
 OV0499.an estimated accuracy of +/- 6 seconds.
 OV0499
 OV0499.The orthometric height was computed from unverified reset data.
 OV0499
 OV0499.The geoid height was determined by GEOID03.
 OV0499
 OV0499;                    North         East    Units  Estimated Accuracy
 OV0499;SPC WYEC     -   485,020.      395,450.      MT  (+/- 180 meters Scaled)
 OV0499
 OV0499                          SUPERSEDED SURVEY CONTROL
 OV0499
 OV0499  NGVD 29 (03/28/06) 1387.28   (m)         4551.4    (f) RESET       3  
 OV0499
 OV0499.Superseded values are not recommended for survey control.
 OV0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0499.See file dsdata.txt to determine how the superseded data were derived.
 OV0499
 OV0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ082709(NAD 83)
 OV0499_MARKER: DV = VERTICAL CONTROL DISK
 OV0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0499_SP_SET: CONCRETE POST
 OV0499_STAMPING: F 163 RESET 1984
 OV0499_MARK LOGO: NGS   
 OV0499_MAGNETIC: N = NO MAGNETIC MATERIAL
 OV0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0499+STABILITY: SURFACE MOTION
 OV0499
 OV0499  HISTORY     - Date     Condition        Report By
 OV0499  HISTORY     - 1984     MONUMENTED       WYHD
 OV0499
 OV0499                          STATION DESCRIPTION
 OV0499
 OV0499'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1984
 OV0499'LOCATED IN LOT 4, SECTION 11, T 46 N, R 88 W.  6.04 MILES SOUTH ALONG
 OV0499'NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY 16 AT TENSLEEP, AT THE
 OV0499'JUNCTION OF A DIRT ROAD EAST THROUGH A GATE, 98.5 FEET EAST OF THE
 OV0499'CENTERLINE OF THE ROAD AT STATION 97+80, 15.7 FEET NORTH OF THE
 OV0499'CENTERLINE OF THE ROAD EAST, 8.4 FFET NORTH OF THE NORTH END OF A
 OV0499'GATE, 0.6 FEET WEST OF A FENCE, PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0097 ***********************************************************************
 OV0097  DESIGNATION -  F 164 RESET
 OV0097  PID         -  OV0097
 OV0097  STATE/COUNTY-  WY/WASHAKIE
 OV0097  USGS QUAD   -  BIG TRAILS (1976)
 OV0097
 OV0097                         *CURRENT SURVEY CONTROL
 OV0097  ___________________________________________________________________
 OV0097* NAD 83(1986)-  43 47 34.     (N)    107 19 31.     (W)     SCALED    
 OV0097* NAVD 88     -      1498.47   (+/-2cm)    4916.2    (feet)  VERTCON   
 OV0097  ___________________________________________________________________
 OV0097  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 OV0097
 OV0097  VERT ORDER  -  THIRD (See Below)
 OV0097
 OV0097.The horizontal coordinates were scaled from a topographic map and have
 OV0097.an estimated accuracy of +/- 6 seconds.
 OV0097
 OV0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0097.The vertical order pertains to the NGVD 29 superseded value.
 OV0097
 OV0097.The geoid height was determined by GEOID03.
 OV0097
 OV0097;                    North         East    Units  Estimated Accuracy
 OV0097;SPC WYEC     -   465,730.      400,650.      MT  (+/- 180 meters Scaled)
 OV0097
 OV0097                          SUPERSEDED SURVEY CONTROL
 OV0097
 OV0097  NGVD 29 (03/28/06) 1497.67   (m)         4913.6    (f) RESET       3  
 OV0097
 OV0097.Superseded values are not recommended for survey control.
 OV0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0097.See file dsdata.txt to determine how the superseded data were derived.
 OV0097
 OV0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ129514(NAD 83)
 OV0097_MARKER: DB = BENCH MARK DISK
 OV0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0097_STAMPING: F 164 RESET 1972
 OV0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0097+STABILITY: SURFACE MOTION
 OV0097
 OV0097  HISTORY     - Date     Condition        Report By
 OV0097  HISTORY     - 1972     MONUMENTED       WYHD
 OV0097
 OV0097                          STATION DESCRIPTION
 OV0097
 OV0097'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1972
 OV0097'19.1 MI S FROM TEN SLEEP.
 OV0097'ABOUT 19.1 MILES SOUTH ALONG UPPER NOWOOD ROAD (WYOMING SECONDARY ROAD
 OV0097'434) FROM THE JUNCTION OF U. S. HIGHWAY 16 AT TEN SLEEP, AT THE SUMMIT
 OV0097'OF A HILL, 0.11 MILE SOUTH OF THE CROSSING OF A POWER LINE, 290 FEET
 OV0097'NORTH OF AN APPROACH TO THE WEST, 169 FEET WEST OF THE CENTER LINE OF
 OV0097'THE HIGHWAY, 125 FEET SOUTH OF A POWER AND TELEPHONE POLE WITH TWO GUY
 OV0097'WIRES, 79 FEET NORTH OF A POWER AND TELEPHONE POLE, 33 FEET NORTHWEST
 OV0097'OF A BURIED TELEPHONE CABLE MARKER POST, 20 FEET WEST OF A 26 INCH
 OV0097'WOVEN WIRE FENCE WITH TWO BARB WIRES, 2 FEET NORTH OF A WITNESS POST
 OV0097'AND ABOUT 35 FEET HIGHER THAN THE HIGHWAY, SET IN THE TOP OF A ROUND
 OV0097'CONCRETE POST AND PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0176 ***********************************************************************
 OV0176  DESIGNATION -  F 165
 OV0176  PID         -  OV0176
 OV0176  STATE/COUNTY-  WY/FREMONT
 OV0176  USGS QUAD   -  LYSITE SE (1952)
 OV0176
 OV0176                         *CURRENT SURVEY CONTROL
 OV0176  ___________________________________________________________________
 OV0176* NAD 83(1986)-  43 21 00.     (N)    107 35 44.     (W)     SCALED    
 OV0176* NAVD 88     -      1751.916  (meters)    5747.74   (feet)  ADJUSTED  
 OV0176  ___________________________________________________________________
 OV0176  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 OV0176  DYNAMIC HT  -        1750.796 (meters)    5744.07  (feet)  COMP
 OV0176  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 OV0176
 OV0176  VERT ORDER  -  SECOND    CLASS 0
 OV0176
 OV0176.The horizontal coordinates were scaled from a topographic map and have
 OV0176.an estimated accuracy of +/- 6 seconds.
 OV0176
 OV0176.The orthometric height was determined by differential leveling
 OV0176.and adjusted by the National Geodetic Survey in June 1991..
 OV0176
 OV0176.The geoid height was determined by GEOID03.
 OV0176
 OV0176.The dynamic height is computed by dividing the NAVD 88
 OV0176.geopotential number by the normal gravity value computed on the
 OV0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0176.degrees latitude (g = 980.6199 gals.).
 OV0176
 OV0176.The modeled gravity was interpolated from observed gravity values.
 OV0176
 OV0176;                    North         East    Units  Estimated Accuracy
 OV0176;SPC WYWC     -   317,180.      693,590.      MT  (+/- 180 meters Scaled)
 OV0176
 OV0176                          SUPERSEDED SURVEY CONTROL
 OV0176
 OV0176  NGVD 29 (??/??/92) 1750.907  (m)         5744.43   (f) ADJ UNCH    2 0
 OV0176
 OV0176.Superseded values are not recommended for survey control.
 OV0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0176.See file dsdata.txt to determine how the superseded data were derived.
 OV0176
 OV0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ896029(NAD 83)
 OV0176_MARKER: DB = BENCH MARK DISK
 OV0176_SETTING: 66 = SET IN ROCK OUTCROP
 OV0176_SP_SET: SANDSTONE OUTCROP
 OV0176_STAMPING: F 165 1966
 OV0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0176+STABILITY: POSITION/ELEVATION WELL
 OV0176
 OV0176  HISTORY     - Date     Condition        Report By
 OV0176  HISTORY     - 1966     MONUMENTED       CGS
 OV0176
 OV0176                          STATION DESCRIPTION
 OV0176
 OV0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0176'8.5 MI NE FROM LYSITE.
 OV0176'8.5 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON AND
 OV0176'QUINCY RAILROAD STATION AT LYSITE, AT THE JUNCTION OF A DIRT ROAD
 OV0176'WEST, IN THE TOP OF A SANDSTONE OUTCROP PROJECTING ABOUT 1 FOOT, 116
 OV0176'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 230 FEET SOUTH OF THE
 OV0176'CENTER OF THE JUNCTION, 108 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 OV0176'SOUTHEAST END OF A PIPE CULVERT, 5.0 FEET SOUTH OF A WITNESS POST, AND
 OV0176'ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0364 ***********************************************************************
 MO0364  DESIGNATION -  F 166
 MO0364  PID         -  MO0364
 MO0364  STATE/COUNTY-  WY/PLATTE
 MO0364  USGS QUAD   -  NATWICK (1981)
 MO0364
 MO0364                         *CURRENT SURVEY CONTROL
 MO0364  ___________________________________________________________________
 MO0364* NAD 83(1986)-  41 57 33.     (N)    105 03 44.     (W)     SCALED    
 MO0364* NAVD 88     -      1552.730  (meters)    5094.25   (feet)  ADJUSTED  
 MO0364  ___________________________________________________________________
 MO0364  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 MO0364  DYNAMIC HT  -        1551.698 (meters)    5090.86  (feet)  COMP
 MO0364  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 MO0364
 MO0364  VERT ORDER  -  SECOND    CLASS 0
 MO0364
 MO0364.The horizontal coordinates were scaled from a topographic map and have
 MO0364.an estimated accuracy of +/- 6 seconds.
 MO0364
 MO0364.The orthometric height was determined by differential leveling
 MO0364.and adjusted by the National Geodetic Survey in June 1991..
 MO0364
 MO0364.The geoid height was determined by GEOID03.
 MO0364
 MO0364.The dynamic height is computed by dividing the NAVD 88
 MO0364.geopotential number by the normal gravity value computed on the
 MO0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0364.degrees latitude (g = 980.6199 gals.).
 MO0364
 MO0364.The modeled gravity was interpolated from observed gravity values.
 MO0364
 MO0364;                    North         East    Units  Estimated Accuracy
 MO0364;SPC WY E     -   162,050.      208,660.      MT  (+/- 180 meters Scaled)
 MO0364
 MO0364                          SUPERSEDED SURVEY CONTROL
 MO0364
 MO0364  NGVD 29 (??/??/92) 1551.924  (m)         5091.60   (f) ADJ UNCH    2 0
 MO0364
 MO0364.Superseded values are not recommended for survey control.
 MO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0364.See file dsdata.txt to determine how the superseded data were derived.
 MO0364
 MO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG948452(NAD 83)
 MO0364_MARKER: DB = BENCH MARK DISK
 MO0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0364_SP_SET: GATE FOUNDATION
 MO0364_STAMPING: F 166 1966
 MO0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0364
 MO0364  HISTORY     - Date     Condition        Report By
 MO0364  HISTORY     - 1966     MONUMENTED       CGS
 MO0364
 MO0364                          STATION DESCRIPTION
 MO0364
 MO0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0364'12.4 MI SW FROM WHEATLAND.
 MO0364'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0364'WHEATLAND, THENCE 5.75 MILES WEST ALONG STATE HIGHWAY 34, 0.15
 MO0364'MILE WEST OF THE JUNCTION OF A NORTH-SOUTH COUNTY ROAD, IN THE
 MO0364'TOP AND 1.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE SOUTHEAST
 MO0364'CONCRETE FOUNDATION OF A FLOOD CONTROL GATE, 54 FEET NORTH OF THE
 MO0364'CENTER LINE OF THE HIGHWAY, 54 FEET NORTHEAST OF THE EAST END OF THE
 MO0364'NORTH STEEL GUARDRAIL OF A WOODEN BRIDGE OVER NO. 1 LATERAL, AND
 MO0364'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0748 ***********************************************************************
 MO0748  DESIGNATION -  F 167
 MO0748  PID         -  MO0748
 MO0748  STATE/COUNTY-  WY/ALBANY
 MO0748  USGS QUAD   -  BOSLER SE (1981)
 MO0748
 MO0748                         *CURRENT SURVEY CONTROL
 MO0748  ___________________________________________________________________
 MO0748* NAD 83(1986)-  41 37 11.     (N)    105 35 00.     (W)     SCALED    
 MO0748* NAVD 88     -      2203.527  (meters)    7229.40   (feet)  ADJUSTED  
 MO0748  ___________________________________________________________________
 MO0748  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 MO0748  DYNAMIC HT  -        2201.676 (meters)    7223.33  (feet)  COMP
 MO0748  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 MO0748
 MO0748  VERT ORDER  -  SECOND    CLASS 0
 MO0748
 MO0748.The horizontal coordinates were scaled from a topographic map and have
 MO0748.an estimated accuracy of +/- 6 seconds.
 MO0748
 MO0748.The orthometric height was determined by differential leveling
 MO0748.and adjusted by the National Geodetic Survey in June 1991..
 MO0748
 MO0748.The geoid height was determined by GEOID03.
 MO0748
 MO0748.The dynamic height is computed by dividing the NAVD 88
 MO0748.geopotential number by the normal gravity value computed on the
 MO0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0748.degrees latitude (g = 980.6199 gals.).
 MO0748
 MO0748.The modeled gravity was interpolated from observed gravity values.
 MO0748
 MO0748;                    North         East    Units  Estimated Accuracy
 MO0748;SPC WY E     -   124,430.      165,280.      MT  (+/- 180 meters Scaled)
 MO0748
 MO0748                          SUPERSEDED SURVEY CONTROL
 MO0748
 MO0748  NGVD 29 (??/??/92) 2202.474  (m)         7225.95   (f) ADJ UNCH    2 0
 MO0748
 MO0748.Superseded values are not recommended for survey control.
 MO0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0748.See file dsdata.txt to determine how the superseded data were derived.
 MO0748
 MO0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG514077(NAD 83)
 MO0748_MARKER: DB = BENCH MARK DISK
 MO0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0748_STAMPING: F 167 1966
 MO0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0748+STABILITY: SURFACE MOTION
 MO0748
 MO0748  HISTORY     - Date     Condition        Report By
 MO0748  HISTORY     - 1966     MONUMENTED       CGS
 MO0748
 MO0748                          STATION DESCRIPTION
 MO0748
 MO0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0748'8.7 MI NE FROM BOSLER.
 MO0748'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0748'BOSLER, THENCE 6.75 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.6
 MO0748'MILE SOUTHWEST OF THE JUNCTION OF A DRIVEWAY NORTHWEST TO A
 MO0748'HOUSE, 96 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.4
 MO0748'FEET SOUTHEAST OF BENCH MARK 7226 (WSHD), 1.8 FEET SOUTHEAST OF A
 MO0748'FENCE, 1.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 MO0748'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MO0748'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0420 ***********************************************************************
 MO0420  DESIGNATION -  F 168
 MO0420  PID         -  MO0420
 MO0420  STATE/COUNTY-  WY/PLATTE
 MO0420  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0420
 MO0420                         *CURRENT SURVEY CONTROL
 MO0420  ___________________________________________________________________
 MO0420* NAD 83(1986)-  41 43 10.     (N)    105 16 19.     (W)     SCALED    
 MO0420* NAVD 88     -      2035.657  (meters)    6678.65   (feet)  ADJUSTED  
 MO0420  ___________________________________________________________________
 MO0420  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 MO0420  DYNAMIC HT  -        2034.069 (meters)    6673.44  (feet)  COMP
 MO0420  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 MO0420
 MO0420  VERT ORDER  -  SECOND    CLASS 0
 MO0420
 MO0420.The horizontal coordinates were scaled from a topographic map and have
 MO0420.an estimated accuracy of +/- 6 seconds.
 MO0420
 MO0420.The orthometric height was determined by differential leveling
 MO0420.and adjusted by the National Geodetic Survey in June 1991..
 MO0420
 MO0420.The geoid height was determined by GEOID03.
 MO0420
 MO0420.The dynamic height is computed by dividing the NAVD 88
 MO0420.geopotential number by the normal gravity value computed on the
 MO0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0420.degrees latitude (g = 980.6199 gals.).
 MO0420
 MO0420.The modeled gravity was interpolated from observed gravity values.
 MO0420
 MO0420;                    North         East    Units  Estimated Accuracy
 MO0420;SPC WY E     -   135,420.      191,240.      MT  (+/- 180 meters Scaled)
 MO0420
 MO0420                          SUPERSEDED SURVEY CONTROL
 MO0420
 MO0420  NGVD 29 (??/??/92) 2034.715  (m)         6675.56   (f) ADJ UNCH    2 0
 MO0420
 MO0420.Superseded values are not recommended for survey control.
 MO0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0420.See file dsdata.txt to determine how the superseded data were derived.
 MO0420
 MO0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG773186(NAD 83)
 MO0420_MARKER: DB = BENCH MARK DISK
 MO0420_SETTING: 66 = SET IN ROCK OUTCROP
 MO0420_SP_SET: LARGE OUTCROP
 MO0420_STAMPING: F 168 1966
 MO0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0420+STABILITY: POSITION/ELEVATION WELL
 MO0420
 MO0420  HISTORY     - Date     Condition        Report By
 MO0420  HISTORY     - 1966     MONUMENTED       CGS
 MO0420
 MO0420                          STATION DESCRIPTION
 MO0420
 MO0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0420'39.6 MI SW FROM WHEATLAND.
 MO0420'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0420'WHEATLAND, THENCE 24.05 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0420'THENCE 4.85 MILES SOUTH ALONG OLD WHEATLAND ROAD, THENCE 4.05
 MO0420'MILES EAST AND SOUTHEAST ALONG A DIRT ROAD, 14.15 MILES NORTHWEST
 MO0420'OF FARTHING, 0.75 MILE NORTHWEST OF BENCH MARK 12 WEW (USGS), AT
 MO0420'A GATE ACROSS THE ROAD, IN THE TOP OF A LARGE OUTCROP PROJECTING
 MO0420'ABOUT 1 FOOT, 62 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MO0420'51 1/2 FEET EAST OF THE EAST END OF A GATE, 13.1 FEET SOUTH
 MO0420'OF A FENCE, 19 FEET EAST OF THE CENTER OF A CREEK, 13.1 FEET
 MO0420'SOUTH OF A WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0014 ***********************************************************************
 NR0014  DESIGNATION -  F 18
 NR0014  PID         -  NR0014
 NR0014  STATE/COUNTY-  WY/NATRONA
 NR0014  USGS QUAD   -  BISHOP (1978)
 NR0014
 NR0014                         *CURRENT SURVEY CONTROL
 NR0014  ___________________________________________________________________
 NR0014* NAD 83(1986)-  42 54 06.     (N)    106 25 12.     (W)     SCALED    
 NR0014* NAVD 88     -      1591.086  (meters)    5220.09   (feet)  POSTED    
 NR0014  ___________________________________________________________________
 NR0014  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 NR0014  DYNAMIC HT  -        1590.100 (meters)    5216.85  (feet)  COMP
 NR0014  MODELED GRAV-     979,945.3   (mgal)                       NAVD 88
 NR0014
 NR0014  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NR0014
 NR0014.The horizontal coordinates were scaled from a topographic map and have
 NR0014.an estimated accuracy of +/- 6 seconds.
 NR0014
 NR0014.The orthometric height was determined by differential leveling
 NR0014.and adjusted by the National Geodetic Survey in 1992..
 NR0014.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NR0014.rate of 0.0 thru 1.0 mm/km.
 NR0014
 NR0014.The geoid height was determined by GEOID03.
 NR0014
 NR0014.The dynamic height is computed by dividing the NAVD 88
 NR0014.geopotential number by the normal gravity value computed on the
 NR0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0014.degrees latitude (g = 980.6199 gals.).
 NR0014
 NR0014.The modeled gravity was interpolated from observed gravity values.
 NR0014
 NR0014;                    North         East    Units  Estimated Accuracy
 NR0014;SPC WYEC     -   367,140.      474,590.      MT  (+/- 180 meters Scaled)
 NR0014
 NR0014                          SUPERSEDED SURVEY CONTROL
 NR0014
 NR0014  NGVD 29 (??/??/92) 1590.194  (m)         5217.16   (f) ADJ UNCH    1 2
 NR0014
 NR0014.Superseded values are not recommended for survey control.
 NR0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0014.See file dsdata.txt to determine how the superseded data were derived.
 NR0014
 NR0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH840508(NAD 83)
 NR0014_MARKER: DB = BENCH MARK DISK
 NR0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0014_STAMPING: F 18 1934
 NR0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0014+STABILITY: SURFACE MOTION
 NR0014
 NR0014  HISTORY     - Date     Condition        Report By
 NR0014  HISTORY     - 1934     MONUMENTED       CGS
 NR0014  HISTORY     - 1952     GOOD             NGS
 NR0014
 NR0014                          STATION DESCRIPTION
 NR0014
 NR0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0014'6.9 MI NW FROM CASPER.
 NR0014'ABOUT 6.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NR0014'RAILROAD FROM THE STATION AT CASPER, NATRONA COUNTY, ABOUT 1.0 MILE
 NR0014'NORTH OF THE SIDING AT SULLIVAN, ABOUT 230 FEET NORTHWEST OF MILEPOST
 NR0014'209, ABOUT 500 FEET SOUTH OF THE SOUTH END OF A LAKE, 101.5 FEET EAST
 NR0014'OF THE EAST RAIL, 3.5 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 NR0014'1.0 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 18 1934 AND
 NR0014'SET IN THE TOP OF A CONCRETE POST.
 NR0014
 NR0014                          STATION RECOVERY (1952)
 NR0014
 NR0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 NR0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0151 ***********************************************************************
 MQ0151  DESIGNATION -  F 19
 MQ0151  PID         -  MQ0151
 MQ0151  STATE/COUNTY-  WY/SWEETWATER
 MQ0151  USGS QUAD   -  CLAY BUTTES SE (1968)
 MQ0151
 MQ0151                         *CURRENT SURVEY CONTROL
 MQ0151  ___________________________________________________________________
 MQ0151* NAD 83(1986)-  41 47 27.     (N)    109 20 04.     (W)     SCALED    
 MQ0151* NAVD 88     -      2126.775  (meters)    6977.59   (feet)  ADJUSTED  
 MQ0151  ___________________________________________________________________
 MQ0151  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MQ0151  DYNAMIC HT  -        2124.960 (meters)    6971.64  (feet)  COMP
 MQ0151  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 MQ0151
 MQ0151  VERT ORDER  -  FIRST     CLASS II
 MQ0151
 MQ0151.The horizontal coordinates were scaled from a topographic map and have
 MQ0151.an estimated accuracy of +/- 6 seconds.
 MQ0151
 MQ0151.The orthometric height was determined by differential leveling
 MQ0151.and adjusted by the National Geodetic Survey in June 1991..
 MQ0151
 MQ0151.The geoid height was determined by GEOID03.
 MQ0151
 MQ0151.The dynamic height is computed by dividing the NAVD 88
 MQ0151.geopotential number by the normal gravity value computed on the
 MQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0151.degrees latitude (g = 980.6199 gals.).
 MQ0151
 MQ0151.The modeled gravity was interpolated from observed gravity values.
 MQ0151
 MQ0151;                    North         East    Units  Estimated Accuracy
 MQ0151;SPC WYWC     -   143,510.      551,420.      MT  (+/- 180 meters Scaled)
 MQ0151
 MQ0151                          SUPERSEDED SURVEY CONTROL
 MQ0151
 MQ0151  NGVD 29 (??/??/92) 2125.480  (m)         6973.35   (f) ADJ UNCH    1 2
 MQ0151
 MQ0151.Superseded values are not recommended for survey control.
 MQ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0151.See file dsdata.txt to determine how the superseded data were derived.
 MQ0151
 MQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM383278(NAD 83)
 MQ0151_MARKER: DB = BENCH MARK DISK
 MQ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0151_STAMPING: F-19 1933
 MQ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0151+STABILITY: SURFACE MOTION
 MQ0151
 MQ0151  HISTORY     - Date     Condition        Report By
 MQ0151  HISTORY     - 1933     MONUMENTED       CGS
 MQ0151  HISTORY     - 1968     GOOD             USGS
 MQ0151
 MQ0151                          STATION DESCRIPTION
 MQ0151
 MQ0151'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MQ0151'IN EDEN.
 MQ0151'EDEN, WYOMING, U.S. POST OFFICE, 19.4 MILES S. OF ALONG U.S. HIGHWAY
 MQ0151'187, THENCE 260 FEET SW ALONG SECONDARY ROAD TO JUNCTION WITH OLD U.S.
 MQ0151'HIGHWAY 187, THENCE 320 FEET NE ALONG OLD U.S. HIGHWAY 187, 67 FEET SE
 MQ0151'OF CENTERLINE OF OLD HIGHWAY, A STANDARD TABLET SET IN TOP OF A
 MQ0151'CONCRETE POST PROJECTING 0.2 FEET STAMPED E-19 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0310 ***********************************************************************
 MO0310  DESIGNATION -  F 2 10
 MO0310  PID         -  MO0310
 MO0310  STATE/COUNTY-  WY/PLATTE
 MO0310  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0310
 MO0310                         *CURRENT SURVEY CONTROL
 MO0310  ___________________________________________________________________
 MO0310* NAD 83(1986)-  41 40 04.     (N)    104 46 50.     (W)     SCALED    
 MO0310* NAVD 88     -      1718.007  (meters)    5636.49   (feet)  ADJUSTED  
 MO0310  ___________________________________________________________________
 MO0310  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 MO0310  DYNAMIC HT  -        1716.693 (meters)    5632.18  (feet)  COMP
 MO0310  MODELED GRAV-     979,797.0   (mgal)                       NAVD 88
 MO0310
 MO0310  VERT ORDER  -  SECOND    CLASS 0
 MO0310
 MO0310.The horizontal coordinates were scaled from a topographic map and have
 MO0310.an estimated accuracy of +/- 6 seconds.
 MO0310
 MO0310.The orthometric height was determined by differential leveling
 MO0310.and adjusted by the National Geodetic Survey in June 1991..
 MO0310
 MO0310.The geoid height was determined by GEOID03.
 MO0310
 MO0310.The dynamic height is computed by dividing the NAVD 88
 MO0310.geopotential number by the normal gravity value computed on the
 MO0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0310.degrees latitude (g = 980.6199 gals.).
 MO0310
 MO0310.The modeled gravity was interpolated from observed gravity values.
 MO0310
 MO0310;                    North         East    Units  Estimated Accuracy
 MO0310;SPC WY E     -   129,750.      232,150.      MT  (+/- 180 meters Scaled)
 MO0310
 MO0310                          SUPERSEDED SURVEY CONTROL
 MO0310
 MO0310  NGVD 29 (??/??/92) 1717.12   (m)         5633.6    (f) COMPUTED    2 0
 MO0310
 MO0310.Superseded values are not recommended for survey control.
 MO0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0310.See file dsdata.txt to determine how the superseded data were derived.
 MO0310
 MO0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG182129(NAD 83)
 MO0310_MARKER: DD = SURVEY DISK
 MO0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0310+STABILITY: SURFACE MOTION
 MO0310
 MO0310  HISTORY     - Date     Condition        Report By
 MO0310  HISTORY     - UNK      MONUMENTED       DOD
 MO0310  HISTORY     - 1960     GOOD             NGS
 MO0310
 MO0310                          STATION DESCRIPTION
 MO0310
 MO0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0310'7.5 MI SE FROM CHUGWATER.
 MO0310'7.4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0310'CHUGWATER, WYOMING, THENCE 2.7 MILES EAST ALONG ROAD LEADING TO
 MO0310'MISSILE SITE, THENCE 1.0 MILE NORTH ALONG SAME ROAD, THENCE 0.4
 MO0310'MILE EAST ALONG SAME ROAD, 49 FEET NORTH OF CENTER OF ROAD,
 MO0310'4 FEET SOUTH OF FENCE, 3 FEET NORTH OF 4 X 4-INCH WHITE POST,
 MO0310'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0094 ***********************************************************************
 NS0094  DESIGNATION -  F 20
 NS0094  PID         -  NS0094
 NS0094  STATE/COUNTY-  WY/FREMONT
 NS0094  USGS QUAD   -  HAY MEADOW RESERVOIR (1980)
 NS0094
 NS0094                         *CURRENT SURVEY CONTROL
 NS0094  ___________________________________________________________________
 NS0094* NAD 83(1986)-  42 18 14.     (N)    109 01 44.     (W)     SCALED    
 NS0094* NAVD 88     -      2162.747  (meters)    7095.61   (feet)  ADJUSTED  
 NS0094  ___________________________________________________________________
 NS0094  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 NS0094  DYNAMIC HT  -        2160.944 (meters)    7089.70  (feet)  COMP
 NS0094  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 NS0094
 NS0094  VERT ORDER  -  FIRST     CLASS II
 NS0094
 NS0094.The horizontal coordinates were scaled from a topographic map and have
 NS0094.an estimated accuracy of +/- 6 seconds.
 NS0094
 NS0094.The orthometric height was determined by differential leveling
 NS0094.and adjusted by the National Geodetic Survey in June 1991..
 NS0094
 NS0094.The geoid height was determined by GEOID03.
 NS0094
 NS0094.The dynamic height is computed by dividing the NAVD 88
 NS0094.geopotential number by the normal gravity value computed on the
 NS0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0094.degrees latitude (g = 980.6199 gals.).
 NS0094
 NS0094.The modeled gravity was interpolated from observed gravity values.
 NS0094
 NS0094;                    North         East    Units  Estimated Accuracy
 NS0094;SPC WYWC     -   200,370.      577,010.      MT  (+/- 180 meters Scaled)
 NS0094
 NS0094                          SUPERSEDED SURVEY CONTROL
 NS0094
 NS0094  NGVD 29 (??/??/92) 2161.468  (m)         7091.42   (f) ADJ UNCH    1 2
 NS0094
 NS0094.Superseded values are not recommended for survey control.
 NS0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0094.See file dsdata.txt to determine how the superseded data were derived.
 NS0094
 NS0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM624853(NAD 83)
 NS0094_MARKER: DB = BENCH MARK DISK
 NS0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0094_STAMPING: 7091.059 F 20 1933
 NS0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0094+STABILITY: SURFACE MOTION
 NS0094
 NS0094  HISTORY     - Date     Condition        Report By
 NS0094  HISTORY     - 1933     MONUMENTED       CGS
 NS0094
 NS0094                          STATION DESCRIPTION
 NS0094
 NS0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0094'17.8 MI SW FROM SOUTH PASS CITY.
 NS0094'17.8 MILES SOUTHWEST ALONG THE ROAD TO FARSON FROM THE POST OFFICE AT
 NS0094'SOUTH PASS CITY, FREMONT COUNTY, AT THE TOP OF A RIDGE, AND 92 FEET
 NS0094'SOUTHEAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 NS0094'7091.059 F 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 NS0094'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0062 ***********************************************************************
 NS0062  DESIGNATION -  F 21
 NS0062  PID         -  NS0062
 NS0062  STATE/COUNTY-  WY/FREMONT
 NS0062  USGS QUAD   -  LANDER (1978)
 NS0062
 NS0062                         *CURRENT SURVEY CONTROL
 NS0062  ___________________________________________________________________
 NS0062* NAD 83(1986)-  42 52 22.     (N)    108 40 41.     (W)     SCALED    
 NS0062* NAVD 88     -      1584.235  (meters)    5197.61   (feet)  ADJUSTED  
 NS0062  ___________________________________________________________________
 NS0062  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 NS0062  DYNAMIC HT  -        1583.196 (meters)    5194.20  (feet)  COMP
 NS0062  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 NS0062
 NS0062  VERT ORDER  -  FIRST     CLASS II
 NS0062
 NS0062.The horizontal coordinates were scaled from a topographic map and have
 NS0062.an estimated accuracy of +/- 6 seconds.
 NS0062
 NS0062.The orthometric height was determined by differential leveling
 NS0062.and adjusted by the National Geodetic Survey in June 1991..
 NS0062
 NS0062.The geoid height was determined by GEOID03.
 NS0062
 NS0062.The dynamic height is computed by dividing the NAVD 88
 NS0062.geopotential number by the normal gravity value computed on the
 NS0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0062.degrees latitude (g = 980.6199 gals.).
 NS0062
 NS0062.The modeled gravity was interpolated from observed gravity values.
 NS0062
 NS0062;                    North         East    Units  Estimated Accuracy
 NS0062;SPC WYWC     -   263,520.      605,880.      MT  (+/- 180 meters Scaled)
 NS0062
 NS0062                          SUPERSEDED SURVEY CONTROL
 NS0062
 NS0062  NGVD 29 (??/??/92) 1583.242  (m)         5194.35   (f) ADJ UNCH    1 2
 NS0062
 NS0062.Superseded values are not recommended for survey control.
 NS0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0062.See file dsdata.txt to determine how the superseded data were derived.
 NS0062
 NS0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN896493(NAD 83)
 NS0062_MARKER: DB = BENCH MARK DISK
 NS0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NS0062_SP_SET: FOUNDATION
 NS0062_STAMPING: 5193.871 F 21 1933
 NS0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0062
 NS0062  HISTORY     - Date     Condition        Report By
 NS0062  HISTORY     - 1933     MONUMENTED       CGS
 NS0062  HISTORY     - 1973     GOOD             NGS
 NS0062
 NS0062                          STATION DESCRIPTION
 NS0062
 NS0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0062'3.6 MI NE FROM LANDER.
 NS0062'3.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NS0062'THE ROUNDHOUSE AT LANDER, FREMONT COUNTY, AT A FORMER OIL REFINERY, IN
 NS0062'THE TOP OF THE NORTHEAST CORNER OF THE SOUTHEAST SIDE OF THE CONCRETE
 NS0062'FOUNDATION, AND 90 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK. A
 NS0062'STANDARD DISK, STAMPED 5193.871 F 21 1933.
 NS0062
 NS0062                          STATION RECOVERY (1973)
 NS0062
 NS0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NS0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0064 ***********************************************************************
 OW0064  DESIGNATION -  F 22
 OW0064  PID         -  OW0064
 OW0064  STATE/COUNTY-  WY/FREMONT
 OW0064  USGS QUAD   -  BONNEVILLE SW (1978)
 OW0064
 OW0064                         *CURRENT SURVEY CONTROL
 OW0064  ___________________________________________________________________
 OW0064* NAD 83(1986)-  43 16 39.     (N)    108 07 34.     (W)     SCALED    
 OW0064* NAVD 88     -      1451.404  (meters)    4761.81   (feet)  ADJUSTED  
 OW0064  ___________________________________________________________________
 OW0064  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 OW0064  DYNAMIC HT  -        1450.490 (meters)    4758.82  (feet)  COMP
 OW0064  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 OW0064
 OW0064  VERT ORDER  -  FIRST     CLASS II
 OW0064
 OW0064.The horizontal coordinates were scaled from a topographic map and have
 OW0064.an estimated accuracy of +/- 6 seconds.
 OW0064
 OW0064.The orthometric height was determined by differential leveling
 OW0064.and adjusted by the National Geodetic Survey in June 1991..
 OW0064
 OW0064.The geoid height was determined by GEOID03.
 OW0064
 OW0064.The dynamic height is computed by dividing the NAVD 88
 OW0064.geopotential number by the normal gravity value computed on the
 OW0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0064.degrees latitude (g = 980.6199 gals.).
 OW0064
 OW0064.The modeled gravity was interpolated from observed gravity values.
 OW0064
 OW0064;                    North         East    Units  Estimated Accuracy
 OW0064;SPC WYWC     -   308,670.      650,640.      MT  (+/- 180 meters Scaled)
 OW0064
 OW0064                          SUPERSEDED SURVEY CONTROL
 OW0064
 OW0064  NGVD 29 (??/??/92) 1450.468  (m)         4758.74   (f) ADJ UNCH    1 2
 OW0064
 OW0064.Superseded values are not recommended for survey control.
 OW0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0064.See file dsdata.txt to determine how the superseded data were derived.
 OW0064
 OW0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN331956(NAD 83)
 OW0064_MARKER: DB = BENCH MARK DISK
 OW0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0064_SP_SET: ABUTMENT
 OW0064_STAMPING: 4758.166 F 22 1933
 OW0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0064
 OW0064  HISTORY     - Date     Condition        Report By
 OW0064  HISTORY     - 1933     MONUMENTED       CGS
 OW0064  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0064
 OW0064                          STATION DESCRIPTION
 OW0064
 OW0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0064'2.75 MI NW FROM BONNEVILLE.
 OW0064'ABOUT 2-3/4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OW0064'RAILROAD FROM BONNEVILLE, FREMONT COUNTY, AT MILEAGE 306.92, AT A
 OW0064'BRIDGE OVER U.S. HIGHWAY 20, IN THE TOP OF THE SOUTH END OF THE EAST
 OW0064'CONCRETE ABUTMENT, 8 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3-1/2
 OW0064'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 4758.166 F 22
 OW0064'1933.
 OW0064
 OW0064                          STATION RECOVERY (1982)
 OW0064
 OW0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0007 ***********************************************************************
 OW0007  DESIGNATION -  F 23
 OW0007  PID         -  OW0007
 OW0007  STATE/COUNTY-  WY/HOT SPRINGS
 OW0007  USGS QUAD   -  THERMOPOLIS (1960)
 OW0007
 OW0007                         *CURRENT SURVEY CONTROL
 OW0007  ___________________________________________________________________
 OW0007* NAD 83(1986)-  43 43 04.     (N)    108 10 05.     (W)     SCALED    
 OW0007* NAVD 88     -      1310.961  (meters)    4301.04   (feet)  ADJUSTED  
 OW0007  ___________________________________________________________________
 OW0007  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 OW0007  DYNAMIC HT  -        1310.288 (meters)    4298.84  (feet)  COMP
 OW0007  MODELED GRAV-     980,060.5   (mgal)                       NAVD 88
 OW0007
 OW0007  VERT ORDER  -  FIRST     CLASS II
 OW0007
 OW0007.The horizontal coordinates were scaled from a topographic map and have
 OW0007.an estimated accuracy of +/- 6 seconds.
 OW0007
 OW0007.The orthometric height was determined by differential leveling
 OW0007.and adjusted by the National Geodetic Survey in June 1991..
 OW0007.WARNING-Repeat measurements at this control monument indicate possible
 OW0007.vertical movement.
 OW0007
 OW0007.The geoid height was determined by GEOID03.
 OW0007
 OW0007.The dynamic height is computed by dividing the NAVD 88
 OW0007.geopotential number by the normal gravity value computed on the
 OW0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0007.degrees latitude (g = 980.6199 gals.).
 OW0007
 OW0007.The modeled gravity was interpolated from observed gravity values.
 OW0007
 OW0007;                    North         East    Units  Estimated Accuracy
 OW0007;SPC WYWC     -   357,560.      646,890.      MT  (+/- 180 meters Scaled)
 OW0007
 OW0007                          SUPERSEDED SURVEY CONTROL
 OW0007
 OW0007  NGVD 29 (06/08/92) 1310.130  (m)         4298.32   (f) ADJUSTED    1 2
 OW0007
 OW0007.Superseded values are not recommended for survey control.
 OW0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0007.See file dsdata.txt to determine how the superseded data were derived.
 OW0007
 OW0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP281444(NAD 83)
 OW0007_MARKER: DB = BENCH MARK DISK
 OW0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0007_SP_SET: PIER
 OW0007_STAMPING: 4297.741 F 23 1933
 OW0007_MARK LOGO: CGS   
 OW0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0007
 OW0007  HISTORY     - Date     Condition        Report By
 OW0007  HISTORY     - 1933     MONUMENTED       CGS
 OW0007  HISTORY     - 1982     GOOD             NGS
 OW0007
 OW0007                          STATION DESCRIPTION
 OW0007
 OW0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0007'1.2 MI S FROM LUCERNE.
 OW0007'1.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OW0007'LUCERNE, HOT SPRINGS COUNTY, AT BRIDGE 341.83 OVER OWL CREEK, AND IN
 OW0007'THE TOP OF THE SOUTHWEST SIDE OF THE NORTHWEST CONCRETE PIER. A
 OW0007'STANDARD DISK, STAMPED 4297.741 F 23 1933.
 OW0007
 OW0007                          STATION RECOVERY (1982)
 OW0007
 OW0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0007'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 10.4 KM (6.4 MI)
 OW0007'NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH STATE HIGHWAY
 OW0007'120 IN THERMOPOLIS, THENCE 0.6 KM (0.35 MI) EAST ALONG A GRAVELED
 OW0007'ROAD, THENCE 0.3 KM (0.2 MI) SOUTH ALONG THE BURLINGTON NORTHERN
 OW0007'RAILROAD, IN TOP OF THE WEST END OF THE NORTH PIER OF THE RAILROAD
 OW0007'OVERPASS OF OWL CREEK AND 2.7 METERS (8.9 FT) WEST OF THE NEAR RAIL.
 OW0007'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0340 ***********************************************************************
 PW0340  DESIGNATION -  F 24
 PW0340  PID         -  PW0340
 PW0340  STATE/COUNTY-  WY/BIG HORN
 PW0340  USGS QUAD   -  MANDERSON (1978)
 PW0340
 PW0340                         *CURRENT SURVEY CONTROL
 PW0340  ___________________________________________________________________
 PW0340* NAD 83(1986)-  44 17 12.     (N)    107 59 51.     (W)     SCALED    
 PW0340* NAVD 88     -      1188.103  (meters)    3897.97   (feet)  ADJUSTED  
 PW0340  ___________________________________________________________________
 PW0340  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 PW0340  DYNAMIC HT  -        1187.587 (meters)    3896.28  (feet)  COMP
 PW0340  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 PW0340
 PW0340  VERT ORDER  -  FIRST     CLASS II
 PW0340
 PW0340.The horizontal coordinates were scaled from a topographic map and have
 PW0340.an estimated accuracy of +/- 6 seconds.
 PW0340
 PW0340.The orthometric height was determined by differential leveling
 PW0340.and adjusted by the National Geodetic Survey in June 1991..
 PW0340
 PW0340.The geoid height was determined by GEOID03.
 PW0340
 PW0340.The dynamic height is computed by dividing the NAVD 88
 PW0340.geopotential number by the normal gravity value computed on the
 PW0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0340.degrees latitude (g = 980.6199 gals.).
 PW0340
 PW0340.The modeled gravity was interpolated from observed gravity values.
 PW0340
 PW0340;                    North         East    Units  Estimated Accuracy
 PW0340;SPC WYEC     -   520,820.      346,990.      MT  (+/- 180 meters Scaled)
 PW0340
 PW0340                          SUPERSEDED SURVEY CONTROL
 PW0340
 PW0340  NGVD 29 (??/??/92) 1187.320  (m)         3895.40   (f) ADJ UNCH    1 2
 PW0340
 PW0340.Superseded values are not recommended for survey control.
 PW0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0340.See file dsdata.txt to determine how the superseded data were derived.
 PW0340
 PW0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK608080(NAD 83)
 PW0340_MARKER: DB = BENCH MARK DISK
 PW0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0340_SP_SET: PIER
 PW0340_STAMPING: 3894.904 F 24 1933
 PW0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0340
 PW0340  HISTORY     - Date     Condition        Report By
 PW0340  HISTORY     - 1933     MONUMENTED       CGS
 PW0340  HISTORY     - 1934     GOOD             NGS
 PW0340  HISTORY     - 1982     MARK NOT FOUND   NGS
 PW0340
 PW0340                          STATION DESCRIPTION
 PW0340
 PW0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PW0340'2.0 MI NW FROM MANDERSON.
 PW0340'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0340'FROM MANDERSON, BIG HORN COUNTY, AT MILEAGE 389.4, 64 FEET WEST OF THE
 PW0340'CENTER LINE OF THE TRACK, AND IN THE TOP OF A CONCRETE PIER.  A
 PW0340'STANDARD DISK, STAMPED 3894.904 F 24 1933.
 PW0340
 PW0340                          STATION RECOVERY (1934)
 PW0340
 PW0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PW0340'RECOVERED IN GOOD CONDITION.
 PW0340
 PW0340                          STATION RECOVERY (1982)
 PW0340
 PW0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PW0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0021 ***********************************************************************
 PX0021  DESIGNATION -  F 25
 PX0021  PID         -  PX0021
 PX0021  STATE/COUNTY-  WY/BIG HORN
 PX0021  USGS QUAD   -  LOVELL (1978)
 PX0021
 PX0021                         *CURRENT SURVEY CONTROL
 PX0021  ___________________________________________________________________
 PX0021* NAD 83(1986)-  44 48 53.     (N)    108 22 59.     (W)     SCALED    
 PX0021* NAVD 88     -      1190.076  (meters)    3904.44   (feet)  ADJUSTED  
 PX0021  ___________________________________________________________________
 PX0021  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0021  DYNAMIC HT  -        1189.619 (meters)    3902.94  (feet)  COMP
 PX0021  MODELED GRAV-     980,192.7   (mgal)                       NAVD 88
 PX0021
 PX0021  VERT ORDER  -  FIRST     CLASS II
 PX0021
 PX0021.The horizontal coordinates were scaled from a topographic map and have
 PX0021.an estimated accuracy of +/- 6 seconds.
 PX0021
 PX0021.The orthometric height was determined by differential leveling
 PX0021.and adjusted by the National Geodetic Survey in June 1991..
 PX0021.WARNING-Repeat measurements at this control monument indicate possible
 PX0021.vertical movement.
 PX0021
 PX0021.The geoid height was determined by GEOID03.
 PX0021
 PX0021.The dynamic height is computed by dividing the NAVD 88
 PX0021.geopotential number by the normal gravity value computed on the
 PX0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0021.degrees latitude (g = 980.6199 gals.).
 PX0021
 PX0021.The modeled gravity was interpolated from observed gravity values.
 PX0021
 PX0021;                    North         East    Units  Estimated Accuracy
 PX0021;SPC WYEC     -   579,810.      316,970.      MT  (+/- 180 meters Scaled)
 PX0021
 PX0021                          SUPERSEDED SURVEY CONTROL
 PX0021
 PX0021  NGVD 29 (06/08/92) 1189.224  (m)         3901.65   (f) ADJUSTED    1 2
 PX0021
 PX0021.Superseded values are not recommended for survey control.
 PX0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0021.See file dsdata.txt to determine how the superseded data were derived.
 PX0021
 PX0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ069657(NAD 83)
 PX0021_MARKER: DB = BENCH MARK DISK
 PX0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0021_SP_SET: HEAD WALL
 PX0021_STAMPING: 3901.426 F 25 1933
 PX0021_MARK LOGO: CGS   
 PX0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0021
 PX0021  HISTORY     - Date     Condition        Report By
 PX0021  HISTORY     - 1933     MONUMENTED       CGS
 PX0021  HISTORY     - 1934     GOOD             NGS
 PX0021  HISTORY     - 1982     GOOD             NGS
 PX0021  HISTORY     - 1982     GOOD             NGS
 PX0021
 PX0021                          STATION DESCRIPTION
 PX0021
 PX0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0021'2.1 MI SE FROM LOVELL.
 PX0021'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 310 FROM LOVELL, BIG HORN
 PX0021'COUNTY, AT A PRIVATE-ROAD CROSSING, AT A CONCRETE DRAIN, IN THE TOP OF
 PX0021'THE NORTH HEADWALL, AND 37 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PX0021'HIGHWAY.  A STANDARD DISK, STAMPED 3901.426 F 25 1933.
 PX0021
 PX0021                          STATION RECOVERY (1934)
 PX0021
 PX0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0021'RECOVERED IN GOOD CONDITION.
 PX0021
 PX0021                          STATION RECOVERY (1982)
 PX0021
 PX0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0021'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.4 KM (0.25
 PX0021'MI) EAST ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH NEVADA STREET
 PX0021'IN LOVELL, THENCE 2.5 KM (1.55 MI) SOUTHEASTERLY ALONG COUNTY ROAD 11,
 PX0021'IN THE CENTER OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER A
 PX0021'FIELD ENTRANCE, 10.7 METERS (35.1 FT) WEST OF THE CENTER OF THE ROAD,
 PX0021'2.6 METERS (8.5 FT) NORTH OF THE CENTER OF THE FIELD ENTRANCE AND 2.7
 PX0021'METERS (7.2 FT) EAST OF A FENCE CORNER.
 PX0021'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 PX0021'THE MARK IS 0.3 M BELOW THE ROAD.
 PX0021
 PX0021                          STATION RECOVERY (1982)
 PX0021
 PX0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0021'A WITNESS POST WAS ADDED AND A NEW DESCRIPTION FOLLOWS. TO REACH THE
 PX0021'BENCH MARK FROM THE INTERSECTION OF MAIN STREET AND ROAD 11-1/2 IN
 PX0021'EAST LOVELL, GO SOUTH ON ROAD 11-1/2 FOR 2.6 KM (1.6 MI) PAST THE
 PX0021'STATE HIGHWAY DEPT. YARD AND OFFICES TO THE BENCH MARK ON THE RIGHT.
 PX0021'ROAD 11-1/2 IS THE OLD HIGHWAY 310. IT IS 10.7 M (35 FT) WEST FROM
 PX0021'THE CENTER LINE OF THE PAVED ROAD, 2.7 M (9 FT) NORTH FROM THE CENTER
 PX0021'OF A DIRT ROAD LEADING TO A GATE AND FIELD, 2.4 M (8 FT) EAST FROM
 PX0021'THE WESTERN RIGHT OF WAY FENCE AND NORTH END OF THE GATE, AND IN THE
 PX0021'TOP OF THE NORTH HEADWALL OF A CONCRETE DRAIN. THE DRAIN PIPE BETWEEN
 PX0021'THE CONCRETE HEADWALL HAS RUSTED OUT AND COLLAPSED NEAR THE MARK,
 PX0021'THOUGH THE HEADWALL IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0138 ***********************************************************************
 PX0138  DESIGNATION -  F 26
 PX0138  PID         -  PX0138
 PX0138  STATE/COUNTY-  WY/PARK
 PX0138  USGS QUAD   -  VOCATION (1978)
 PX0138
 PX0138                         *CURRENT SURVEY CONTROL
 PX0138  ___________________________________________________________________
 PX0138* NAD 83(1986)-  44 40 23.     (N)    108 56 02.     (W)     SCALED    
 PX0138* NAVD 88     -      1405.027  (meters)    4609.66   (feet)  ADJUSTED  
 PX0138  ___________________________________________________________________
 PX0138  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 PX0138  DYNAMIC HT  -        1404.338 (meters)    4607.40  (feet)  COMP
 PX0138  MODELED GRAV-     980,079.6   (mgal)                       NAVD 88
 PX0138
 PX0138  VERT ORDER  -  SECOND    CLASS 0
 PX0138
 PX0138.The horizontal coordinates were scaled from a topographic map and have
 PX0138.an estimated accuracy of +/- 6 seconds.
 PX0138
 PX0138.The orthometric height was determined by differential leveling
 PX0138.and adjusted by the National Geodetic Survey in June 1991..
 PX0138
 PX0138.The geoid height was determined by GEOID03.
 PX0138
 PX0138.The dynamic height is computed by dividing the NAVD 88
 PX0138.geopotential number by the normal gravity value computed on the
 PX0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0138.degrees latitude (g = 980.6199 gals.).
 PX0138
 PX0138.The modeled gravity was interpolated from observed gravity values.
 PX0138
 PX0138;                    North         East    Units  Estimated Accuracy
 PX0138;SPC WYWC     -   463,550.      585,420.      MT  (+/- 180 meters Scaled)
 PX0138
 PX0138                          SUPERSEDED SURVEY CONTROL
 PX0138
 PX0138  NGVD 29 (??/??/92) 1403.965  (m)         4606.18   (f) ADJ UNCH    2 0
 PX0138
 PX0138.Superseded values are not recommended for survey control.
 PX0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0138.See file dsdata.txt to determine how the superseded data were derived.
 PX0138
 PX0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ637487(NAD 83)
 PX0138_MARKER: DB = BENCH MARK DISK
 PX0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0138_SP_SET: BRIDGE
 PX0138_STAMPING: 4605.785 F 26 1933
 PX0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0138
 PX0138  HISTORY     - Date     Condition        Report By
 PX0138  HISTORY     - 1933     MONUMENTED       CGS
 PX0138
 PX0138                          STATION DESCRIPTION
 PX0138
 PX0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0138'4.4 MI SW FROM RALSTON.
 PX0138'ABOUT 4.4 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0138'RAILROAD FROM RALSTON, PARK COUNTY, AT MILEAGE 30.34, AT A CONCRETE
 PX0138'BRIDGE OVER AN IRRIGATION CANAL, AND IN THE TOP OF THE NORTH CORNER OF
 PX0138'THE EAST HEAD WALL.  A STANDARD DISK, STAMPED 4605.785 F 26 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0129 ***********************************************************************
 OV0129  DESIGNATION -  F 26
 OV0129  PID         -  OV0129
 OV0129  STATE/COUNTY-  WY/NATRONA
 OV0129  USGS QUAD   -  HELLS HALF ACRE (1968)
 OV0129
 OV0129                         *CURRENT SURVEY CONTROL
 OV0129  ___________________________________________________________________
 OV0129* NAD 83(1986)-  43 06 50.     (N)    107 05 29.     (W)     SCALED    
 OV0129* NAVD 88     -      1774.909  (meters)    5823.18   (feet)  POSTED    
 OV0129  ___________________________________________________________________
 OV0129  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 OV0129  DYNAMIC HT  -        1773.720 (meters)    5819.28  (feet)  COMP
 OV0129  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 OV0129
 OV0129  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0129
 OV0129.The horizontal coordinates were scaled from a topographic map and have
 OV0129.an estimated accuracy of +/- 6 seconds.
 OV0129
 OV0129.The orthometric height was determined by differential leveling
 OV0129.and adjusted by the National Geodetic Survey in 1992..
 OV0129.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0129.rate of 1.1 thru 2.0 mm/km.
 OV0129
 OV0129.The geoid height was determined by GEOID03.
 OV0129
 OV0129.The dynamic height is computed by dividing the NAVD 88
 OV0129.geopotential number by the normal gravity value computed on the
 OV0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0129.degrees latitude (g = 980.6199 gals.).
 OV0129
 OV0129.The modeled gravity was interpolated from observed gravity values.
 OV0129
 OV0129;                    North         East    Units  Estimated Accuracy
 OV0129;SPC WYEC     -   390,330.      419,690.      MT  (+/- 180 meters Scaled)
 OV0129
 OV0129                          SUPERSEDED SURVEY CONTROL
 OV0129
 OV0129  NGVD 29 (??/??/92) 1773.776  (m)         5819.46   (f) ADJ UNCH    1 2
 OV0129
 OV0129.Superseded values are not recommended for survey control.
 OV0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0129.See file dsdata.txt to determine how the superseded data were derived.
 OV0129
 OV0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH298755(NAD 83)
 OV0129_MARKER: DB = BENCH MARK DISK
 OV0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0129_STAMPING: F 26 1934
 OV0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0129+STABILITY: SURFACE MOTION
 OV0129
 OV0129  HISTORY     - Date     Condition        Report By
 OV0129  HISTORY     - 1934     MONUMENTED       CGS
 OV0129
 OV0129                          STATION DESCRIPTION
 OV0129
 OV0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0129'8.9 MI NW FROM POWDER RIVER.
 OV0129'8.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0129'FROM THE STATION AT POWDER RIVER, NATRONA COUNTY, ABOUT 2,210 FEET
 OV0129'WEST OF MILEPOST 250, ABOUT 0.5 MILE EAST OF MILEPOST 251, ON THE TOP
 OV0129'OF A RISE, ABOUT 600 FEET EAST OF CONCRETE CULVERT 250.53, 93.5 FEET
 OV0129'NORTH OF THE NORTH RAIL, 4.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 OV0129'ABOUT 3.0 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 26
 OV0129'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0155 ***********************************************************************
 OV0155  DESIGNATION -  F 27
 OV0155  PID         -  OV0155
 OV0155  STATE/COUNTY-  WY/FREMONT
 OV0155  USGS QUAD   -  PICARD RANCH (1952)
 OV0155
 OV0155                         *CURRENT SURVEY CONTROL
 OV0155  ___________________________________________________________________
 OV0155* NAD 83(1986)-  43 16 32.     (N)    107 53 44.     (W)     SCALED    
 OV0155* NAVD 88     -      1535.307  (meters)    5037.09   (feet)  ADJUSTED  
 OV0155  ___________________________________________________________________
 OV0155  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 OV0155  DYNAMIC HT  -        1534.320 (meters)    5033.85  (feet)  COMP
 OV0155  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 OV0155
 OV0155  VERT ORDER  -  FIRST     CLASS II
 OV0155
 OV0155.The horizontal coordinates were scaled from a topographic map and have
 OV0155.an estimated accuracy of +/- 6 seconds.
 OV0155
 OV0155.The orthometric height was determined by differential leveling
 OV0155.and adjusted by the National Geodetic Survey in June 1991..
 OV0155
 OV0155.The geoid height was determined by GEOID03.
 OV0155
 OV0155.The dynamic height is computed by dividing the NAVD 88
 OV0155.geopotential number by the normal gravity value computed on the
 OV0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0155.degrees latitude (g = 980.6199 gals.).
 OV0155
 OV0155.The modeled gravity was interpolated from observed gravity values.
 OV0155
 OV0155;                    North         East    Units  Estimated Accuracy
 OV0155;SPC WYWC     -   308,620.      669,360.      MT  (+/- 180 meters Scaled)
 OV0155
 OV0155                          SUPERSEDED SURVEY CONTROL
 OV0155
 OV0155  NGVD 29 (??/??/92) 1534.325  (m)         5033.86   (f) ADJ UNCH    1 2
 OV0155
 OV0155.Superseded values are not recommended for survey control.
 OV0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0155.See file dsdata.txt to determine how the superseded data were derived.
 OV0155
 OV0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH650954(NAD 83)
 OV0155_MARKER: DB = BENCH MARK DISK
 OV0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0155_SP_SET: ABUTMENT
 OV0155_STAMPING: F 27 1934
 OV0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0155
 OV0155  HISTORY     - Date     Condition        Report By
 OV0155  HISTORY     - 1934     MONUMENTED       CGS
 OV0155
 OV0155                          STATION DESCRIPTION
 OV0155
 OV0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0155'9.8 MI E FROM BONNEVILLE.
 OV0155'ABOUT 9.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0155'FROM THE STATION AT BONNEVILLE, FREMONT COUNTY, AT BRIDGE 294.6 OVER
 OV0155'BAD WATER RIVER, IN THE TOP OF THE SOUTHEAST CORNER OF THE NORTHEAST
 OV0155'ABUTMENT, 8 INCHES WEST OF THE EAST END, AND 6 FEET SOUTH OF THE SOUTH
 OV0155'RAIL.  A STANDARD DISK, STAMPED F 27 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0315 ***********************************************************************
 MO0315  DESIGNATION -  F 27
 MO0315  PID         -  MO0315
 MO0315  STATE/COUNTY-  WY/PLATTE
 MO0315  USGS QUAD   -  
 MO0315
 MO0315                         *CURRENT SURVEY CONTROL
 MO0315  ___________________________________________________________________
 MO0315* NAD 83(1993)-  41 40 02.92282(N)    104 46 41.96565(W)     ADJUSTED  
 MO0315* NAVD 88     -      1720.924  (meters)    5646.06   (feet)  ADJUSTED  
 MO0315  ___________________________________________________________________
 MO0315  LAPLACE CORR-         -10.91  (seconds)                    DEFLEC99
 MO0315  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 MO0315  DYNAMIC HT  -        1719.608 (meters)    5641.75  (feet)  COMP
 MO0315  MODELED GRAV-     979,797.2   (mgal)                       NAVD 88
 MO0315
 MO0315  HORZ ORDER  -  SECOND
 MO0315  VERT ORDER  -  SECOND    CLASS 0
 MO0315
 MO0315.The horizontal coordinates were established by classical geodetic methods
 MO0315.and adjusted by the National Geodetic Survey in January 1997..
 MO0315
 MO0315.The orthometric height was determined by differential leveling
 MO0315.and adjusted by the National Geodetic Survey in June 1991..
 MO0315
 MO0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0315
 MO0315.The geoid height was determined by GEOID03.
 MO0315
 MO0315.The dynamic height is computed by dividing the NAVD 88
 MO0315.geopotential number by the normal gravity value computed on the
 MO0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0315.degrees latitude (g = 980.6199 gals.).
 MO0315
 MO0315.The modeled gravity was interpolated from observed gravity values.
 MO0315
 MO0315;                    North         East     Units Scale Factor Converg.
 MO0315;SPC WY E     -   129,719.711   232,339.472   MT  0.99995037   +0 15 29.4
 MO0315;UTM  13      - 4,612,881.556   518,453.969   MT  0.99960419   +0 08 50.5
 MO0315
 MO0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0315!SPC WY E     -   0.99973257  x   0.99995037  =   0.99968295
 MO0315!UTM  13      -   0.99973257  x   0.99960419  =   0.99933687
 MO0315
 MO0315|---------------------------------------------------------------------|
 MO0315| PID    Reference Object                     Distance      Geod. Az  |
 MO0315|                                                           dddmmss.s |
 MO0315| MO0317 LSB 1 RP                            247.032 METERS 02912     |
 MO0315| MO1158 F 2 11                              447.706 METERS 2735851.8 |
 MO0315|---------------------------------------------------------------------|
 MO0315
 MO0315                          SUPERSEDED SURVEY CONTROL
 MO0315
 MO0315  NAD 83(1986)-  41 40 02.90703(N)    104 46 41.96414(W) AD(       ) 2
 MO0315  NGVD 29 (??/??/92) 1720.04   (m)         5643.2    (f) COMPUTED    2 0
 MO0315
 MO0315.Superseded values are not recommended for survey control.
 MO0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0315.See file dsdata.txt to determine how the superseded data were derived.
 MO0315
 MO0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG1845412882(NAD 83)
 MO0315_MARKER: DD = SURVEY DISK
 MO0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0315+STABILITY: SURFACE MOTION
 MO0315
 MO0315  HISTORY     - Date     Condition        Report By
 MO0315  HISTORY     - UNK      MONUMENTED       DOD
 MO0315  HISTORY     - 1960     GOOD             NGS
 MO0315
 MO0315                          STATION DESCRIPTION
 MO0315
 MO0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0315'7 MI S FROM CHUGWATER.
 MO0315'7.4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0315'CHUGWATER, WYOMING, THENCE 2.7 MILES EAST ALONG MISSILE ROAD,
 MO0315'THENCE 1.0 MILE NORTH ALONG MISSILE ROAD, THENCE 0.45 MILE EAST
 MO0315'ALONG SAME ROAD, 4 FEET NORTH OF FENCE, 6 FEET SOUTH OF
 MO0315'4 X 4-INCH WHITE POST, 10 FEET ABOVE LEVEL OF ROAD, SET IN TOP OF
 MO0315'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0204 ***********************************************************************
 NR0204  DESIGNATION -  F 28
 NR0204  PID         -  NR0204
 NR0204  STATE/COUNTY-  WY/FREMONT
 NR0204  USGS QUAD   -  GRAHAM RANCH (1984)
 NR0204
 NR0204                         *CURRENT SURVEY CONTROL
 NR0204  ___________________________________________________________________
 NR0204* NAD 83(1986)-  42 32 17.     (N)    107 56 58.     (W)     SCALED    
 NR0204* NAVD 88     -      1958.166  (meters)    6424.42   (feet)  ADJUSTED  
 NR0204  ___________________________________________________________________
 NR0204  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 NR0204  DYNAMIC HT  -        1956.771 (meters)    6419.84  (feet)  COMP
 NR0204  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 NR0204
 NR0204  VERT ORDER  -  SECOND    CLASS 0
 NR0204
 NR0204.The horizontal coordinates were scaled from a topographic map and have
 NR0204.an estimated accuracy of +/- 6 seconds.
 NR0204
 NR0204.The orthometric height was determined by differential leveling
 NR0204.and adjusted by the National Geodetic Survey in June 1991..
 NR0204
 NR0204.The geoid height was determined by GEOID03.
 NR0204
 NR0204.The dynamic height is computed by dividing the NAVD 88
 NR0204.geopotential number by the normal gravity value computed on the
 NR0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0204.degrees latitude (g = 980.6199 gals.).
 NR0204
 NR0204.The modeled gravity was interpolated from observed gravity values.
 NR0204
 NR0204;                    North         East    Units  Estimated Accuracy
 NR0204;SPC WYWC     -   226,650.      665,760.      MT  (+/- 180 meters Scaled)
 NR0204
 NR0204                          SUPERSEDED SURVEY CONTROL
 NR0204
 NR0204  NGVD 29 (??/??/92) 1957.131  (m)         6421.02   (f) ADJ UNCH    2 0
 NR0204
 NR0204.Superseded values are not recommended for survey control.
 NR0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0204.See file dsdata.txt to determine how the superseded data were derived.
 NR0204
 NR0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH577137(NAD 83)
 NR0204_MARKER: DB = BENCH MARK DISK
 NR0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0204_STAMPING: F 28 1934
 NR0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0204+STABILITY: SURFACE MOTION
 NR0204
 NR0204  HISTORY     - Date     Condition        Report By
 NR0204  HISTORY     - 1934     MONUMENTED       CGS
 NR0204
 NR0204                          STATION DESCRIPTION
 NR0204
 NR0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0204'13.3 MI E FROM HUDSON.
 NR0204'ABOUT 13.3 MILES EAST ALONG U.S. HIGHWAY 287 FROM HUDSON, FREMONT
 NR0204'COUNTY, ABOUT 0.8 MILE WEST OF TWO BRIDGES, ABOUT 0.4 MILE WEST OF THE
 NR0204'WEST CORNER OF A FENCED-IN FIELD, AND 31 FEET NORTH OF THE CENTER LINE
 NR0204'OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 28 1934 AND SET IN THE TOP
 NR0204'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0071 ***********************************************************************
 NS0071  DESIGNATION -  F 29
 NS0071  PID         -  NS0071
 NS0071  STATE/COUNTY-  WY/FREMONT
 NS0071  USGS QUAD   -  DEL MONTE RIDGE (1978)
 NS0071
 NS0071                         *CURRENT SURVEY CONTROL
 NS0071  ___________________________________________________________________
 NS0071* NAD 83(1986)-  42 41 54.     (N)    108 28 29.     (W)     SCALED    
 NS0071* NAVD 88     -      1778.555  (meters)    5835.14   (feet)  ADJUSTED  
 NS0071  ___________________________________________________________________
 NS0071  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 NS0071  DYNAMIC HT  -        1777.308 (meters)    5831.05  (feet)  COMP
 NS0071  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 NS0071
 NS0071  VERT ORDER  -  SECOND    CLASS 0
 NS0071
 NS0071.The horizontal coordinates were scaled from a topographic map and have
 NS0071.an estimated accuracy of +/- 6 seconds.
 NS0071
 NS0071.The orthometric height was determined by differential leveling
 NS0071.and adjusted by the National Geodetic Survey in June 1991..
 NS0071
 NS0071.The geoid height was determined by GEOID03.
 NS0071
 NS0071.The dynamic height is computed by dividing the NAVD 88
 NS0071.geopotential number by the normal gravity value computed on the
 NS0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0071.degrees latitude (g = 980.6199 gals.).
 NS0071
 NS0071.The modeled gravity was interpolated from observed gravity values.
 NS0071
 NS0071;                    North         East    Units  Estimated Accuracy
 NS0071;SPC WYWC     -   244,180.      622,560.      MT  (+/- 180 meters Scaled)
 NS0071
 NS0071                          SUPERSEDED SURVEY CONTROL
 NS0071
 NS0071  NGVD 29 (??/??/92) 1777.483  (m)         5831.63   (f) ADJ UNCH    2 0
 NS0071
 NS0071.Superseded values are not recommended for survey control.
 NS0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0071.See file dsdata.txt to determine how the superseded data were derived.
 NS0071
 NS0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN068304(NAD 83)
 NS0071_MARKER: DB = BENCH MARK DISK
 NS0071_SETTING: 66 = SET IN ROCK OUTCROP
 NS0071_SP_SET: ROCK OUTCROP
 NS0071_STAMPING: F 29 1934
 NS0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0071+STABILITY: POSITION/ELEVATION WELL
 NS0071
 NS0071  HISTORY     - Date     Condition        Report By
 NS0071  HISTORY     - 1934     MONUMENTED       CGS
 NS0071
 NS0071                          STATION DESCRIPTION
 NS0071
 NS0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0071'18.1 MI SE FROM LANDER.
 NS0071'ABOUT 18.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 NS0071'AT LANDER, FREMONT COUNTY, ABOUT 4.4 MILES SOUTHEAST OF THE DERBY DOME
 NS0071'OIL FIELD, IN A NICHE IN A ROCK OUTCROP, 30 FEET EAST OF THE CENTER
 NS0071'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 NS0071'DISK, STAMPED F 29 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0076 ***********************************************************************
 MQ0076  DESIGNATION -  F 3
 MQ0076  PID         -  MQ0076
 MQ0076  STATE/COUNTY-  WY/SWEETWATER
 MQ0076  USGS QUAD   -  BITTER CREEK (1968)
 MQ0076
 MQ0076                         *CURRENT SURVEY CONTROL
 MQ0076  ___________________________________________________________________
 MQ0076* NAD 83(1986)-  41 33 05.     (N)    108 33 28.     (W)     SCALED    
 MQ0076* NAVD 88     -      2042.293  (meters)    6700.42   (feet)  POSTED    
 MQ0076  ___________________________________________________________________
 MQ0076  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MQ0076  DYNAMIC HT  -        2040.500 (meters)    6694.54  (feet)  COMP
 MQ0076  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 MQ0076
 MQ0076  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MQ0076
 MQ0076.The horizontal coordinates were scaled from a topographic map and have
 MQ0076.an estimated accuracy of +/- 6 seconds.
 MQ0076
 MQ0076.The orthometric height was determined by differential leveling
 MQ0076.and adjusted by the National Geodetic Survey in 1992..
 MQ0076.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MQ0076.rate of 0.0 thru 1.0 mm/km.
 MQ0076
 MQ0076.The geoid height was determined by GEOID03.
 MQ0076
 MQ0076.The dynamic height is computed by dividing the NAVD 88
 MQ0076.geopotential number by the normal gravity value computed on the
 MQ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0076.degrees latitude (g = 980.6199 gals.).
 MQ0076
 MQ0076.The modeled gravity was interpolated from observed gravity values.
 MQ0076
 MQ0076;                    North         East    Units  Estimated Accuracy
 MQ0076;SPC WYWC     -   116,770.      616,040.      MT  (+/- 180 meters Scaled)
 MQ0076
 MQ0076                          SUPERSEDED SURVEY CONTROL
 MQ0076
 MQ0076.No superseded survey control is available for this station.
 MQ0076
 MQ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM036028(NAD 83)
 MQ0076_MARKER: Z = SEE DESCRIPTION
 MQ0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0076_SP_SET: LIMESTONE POST
 MQ0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0076
 MQ0076  HISTORY     - Date     Condition        Report By
 MQ0076  HISTORY     - UNK      MONUMENTED       CGS
 MQ0076  HISTORY     - 1956     MARK NOT FOUND   NGS
 MQ0076
 MQ0076                          STATION DESCRIPTION
 MQ0076
 MQ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0076'IN BITTER CREEK.
 MQ0076'ON THE UNION PACIFIC RAILROAD, 2 RAILS WEST OF THE WEST END OF THE
 MQ0076'STATION, 53 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, IN THE
 MQ0076'SOUTHEAST CORNER OF THE STATION PARK, 18 FEET NORTH OF THE SOUTH
 MQ0076'FENCE, AND 18 FEET WEST OF THE EAST FENCE.  THE BOTTOM OF A SQUARE
 MQ0076'HOLE, SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE POST.
 MQ0076'NOTE-- IN 1947--THE AREA DESCRIBED IS NO LONGER A PARK BUT IS COVERED
 MQ0076'BY CINDERS, TIN CANS AND DEBRIS.  NOTE-- IT IS PROBABLY UNDER A DIRT
 MQ0076'FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0277 ***********************************************************************
 MP0277  DESIGNATION -  F 30
 MP0277  PID         -  MP0277
 MP0277  STATE/COUNTY-  WY/CARBON
 MP0277  USGS QUAD   -  RENDLE HILL (1983)
 MP0277
 MP0277                         *CURRENT SURVEY CONTROL
 MP0277  ___________________________________________________________________
 MP0277* NAD 83(1986)-  41 54 08.     (N)    107 17 54.     (W)     SCALED    
 MP0277* NAVD 88     -      2204.259  (meters)    7231.81   (feet)  POSTED    
 MP0277  ___________________________________________________________________
 MP0277  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 MP0277  DYNAMIC HT  -        2202.380 (meters)    7225.64  (feet)  COMP
 MP0277  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 MP0277
 MP0277  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MP0277
 MP0277.The horizontal coordinates were scaled from a topographic map and have
 MP0277.an estimated accuracy of +/- 6 seconds.
 MP0277
 MP0277.The orthometric height was determined by differential leveling
 MP0277.and adjusted by the National Geodetic Survey in 1992..
 MP0277.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MP0277.rate of 0.0 thru 1.0 mm/km.
 MP0277
 MP0277.The geoid height was determined by GEOID03.
 MP0277
 MP0277.The dynamic height is computed by dividing the NAVD 88
 MP0277.geopotential number by the normal gravity value computed on the
 MP0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0277.degrees latitude (g = 980.6199 gals.).
 MP0277
 MP0277.The modeled gravity was interpolated from observed gravity values.
 MP0277
 MP0277;                    North         East    Units  Estimated Accuracy
 MP0277;SPC WYEC     -   255,720.      402,900.      MT  (+/- 180 meters Scaled)
 MP0277
 MP0277                          SUPERSEDED SURVEY CONTROL
 MP0277
 MP0277  NGVD 29 (??/??/92) 2203.090  (m)         7227.97   (f) ADJ UNCH    1 2
 MP0277
 MP0277.Superseded values are not recommended for survey control.
 MP0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0277.See file dsdata.txt to determine how the superseded data were derived.
 MP0277
 MP0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG093414(NAD 83)
 MP0277_MARKER: DB = BENCH MARK DISK
 MP0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0277_STAMPING: F 30 1933
 MP0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0277+STABILITY: SURFACE MOTION
 MP0277
 MP0277  HISTORY     - Date     Condition        Report By
 MP0277  HISTORY     - 1933     MONUMENTED       CGS
 MP0277  HISTORY     - 1956     GOOD             USGS
 MP0277  HISTORY     - 1982     MARK NOT FOUND   NGS
 MP0277
 MP0277                          STATION DESCRIPTION
 MP0277
 MP0277'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 MP0277'4.1 MI N FROM RAWLINS.
 MP0277'4.1 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MP0277'RAWLINS, CARBON COUNTY TO THE INTERSECTION OF THE OLD HIGHWAY, 5.6
 MP0277'MILES NORTH ALONG THE OLD HIGHWAY, 260 FEET NORTH OF A 24 INCH CULVERT
 MP0277'UNDER OLD HIGHWAY, 52 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY,
 MP0277'1,000 FEET SOUTHEAST OF THE INTERSECTION OF THE OLD HIGHWAY AND A
 MP0277'BLADED TRAIL EAST, AND 430 FEET SOUTH OF THE INTERSECTION OF 3 BLADED
 MP0277'TRAILS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 MP0277'GROUND.
 MP0277
 MP0277                          STATION RECOVERY (1982)
 MP0277
 MP0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MP0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0185 ***********************************************************************
 NR0185  DESIGNATION -  F 31
 NR0185  PID         -  NR0185
 NR0185  STATE/COUNTY-  WY/CARBON
 NR0185  USGS QUAD   -  INDEPENDENCE ROCK (1981)
 NR0185
 NR0185                         *CURRENT SURVEY CONTROL
 NR0185  ___________________________________________________________________
 NR0185* NAD 83(1986)-  42 26 15.     (N)    107 14 33.     (W)     SCALED    
 NR0185* NAVD 88     -      1835.104  (meters)    6020.67   (feet)  ADJUSTED  
 NR0185  ___________________________________________________________________
 NR0185  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 NR0185  DYNAMIC HT  -        1833.834 (meters)    6016.50  (feet)  COMP
 NR0185  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 NR0185
 NR0185  VERT ORDER  -  FIRST     CLASS II
 NR0185
 NR0185.The horizontal coordinates were scaled from a topographic map and have
 NR0185.an estimated accuracy of +/- 6 seconds.
 NR0185
 NR0185.The orthometric height was determined by differential leveling
 NR0185.and adjusted by the National Geodetic Survey in June 1991..
 NR0185
 NR0185.The geoid height was determined by GEOID03.
 NR0185
 NR0185.The dynamic height is computed by dividing the NAVD 88
 NR0185.geopotential number by the normal gravity value computed on the
 NR0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0185.degrees latitude (g = 980.6199 gals.).
 NR0185
 NR0185.The modeled gravity was interpolated from observed gravity values.
 NR0185
 NR0185;                    North         East    Units  Estimated Accuracy
 NR0185;SPC WYEC     -   315,180.      407,470.      MT  (+/- 180 meters Scaled)
 NR0185
 NR0185                          SUPERSEDED SURVEY CONTROL
 NR0185
 NR0185  NGVD 29 (??/??/92) 1834.156  (m)         6017.56   (f) ADJ UNCH    1 2
 NR0185
 NR0185.Superseded values are not recommended for survey control.
 NR0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0185.See file dsdata.txt to determine how the superseded data were derived.
 NR0185
 NR0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH155007(NAD 83)
 NR0185_MARKER: DB = BENCH MARK DISK
 NR0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0185_STAMPING: F 31 1933
 NR0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0185+STABILITY: SURFACE MOTION
 NR0185
 NR0185  HISTORY     - Date     Condition        Report By
 NR0185  HISTORY     - 1933     MONUMENTED       CGS
 NR0185  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0185
 NR0185                          STATION DESCRIPTION
 NR0185
 NR0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0185'12.0 MI NE FROM THREE FORKS.
 NR0185'12.0 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM THREE FORKS, CARBON
 NR0185'COUNTY, 315 FEET NORTH OF AN 18-INCH CORRUGATED-IRON PIPE CULVERT WITH
 NR0185'A ROCK HEAD WALL, AND 42.5 FEET EAST OF THE CENTER LINE OF THE
 NR0185'HIGHWAY.  A STANDARD DISK, STAMPED F 31 1933 AND SET IN THE TOP OF A
 NR0185'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0185
 NR0185                          STATION RECOVERY (1982)
 NR0185
 NR0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0133 ***********************************************************************
 MO0133  DESIGNATION -  F 311
 MO0133  PID         -  MO0133
 MO0133  STATE/COUNTY-  WY/LARAMIE
 MO0133  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0133
 MO0133                         *CURRENT SURVEY CONTROL
 MO0133  ___________________________________________________________________
 MO0133* NAD 83(1986)-  41 07 39.     (N)    104 49 28.     (W)     SCALED    
 MO0133* NAVD 88     -      1848.483  (meters)    6064.56   (feet)  ADJUSTED  
 MO0133  ___________________________________________________________________
 MO0133  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 MO0133  DYNAMIC HT  -        1846.872 (meters)    6059.28  (feet)  COMP
 MO0133  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 MO0133
 MO0133  VERT ORDER  -  FIRST     CLASS II
 MO0133
 MO0133.The horizontal coordinates were scaled from a topographic map and have
 MO0133.an estimated accuracy of +/- 6 seconds.
 MO0133
 MO0133.The orthometric height was determined by differential leveling
 MO0133.and adjusted by the National Geodetic Survey in June 1991..
 MO0133
 MO0133.The geoid height was determined by GEOID03.
 MO0133
 MO0133.The dynamic height is computed by dividing the NAVD 88
 MO0133.geopotential number by the normal gravity value computed on the
 MO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0133.degrees latitude (g = 980.6199 gals.).
 MO0133
 MO0133.The modeled gravity was interpolated from observed gravity values.
 MO0133
 MO0133;                    North         East    Units  Estimated Accuracy
 MO0133;SPC WY E     -    69,740.      228,740.      MT  (+/- 180 meters Scaled)
 MO0133
 MO0133                          SUPERSEDED SURVEY CONTROL
 MO0133
 MO0133  NGVD 29 (??/??/92) 1847.466  (m)         6061.23   (f) ADJ UNCH    1 2
 MO0133
 MO0133.Superseded values are not recommended for survey control.
 MO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0133.See file dsdata.txt to determine how the superseded data were derived.
 MO0133
 MO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF147529(NAD 83)
 MO0133_MARKER: DB = BENCH MARK DISK
 MO0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0133_SP_SET: ABUTMENT
 MO0133_STAMPING: F 311 1939
 MO0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0133
 MO0133  HISTORY     - Date     Condition        Report By
 MO0133  HISTORY     - 1939     MONUMENTED       CGS
 MO0133  HISTORY     - 1956     GOOD             NGS
 MO0133  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0133
 MO0133                          STATION DESCRIPTION
 MO0133
 MO0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0133'0.6 MI W FROM CHEYENNE.
 MO0133'0.6 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0133'AT CHEYENNE, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MO0133'SOUTHEAST TRACK, SET IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 MO0133'ABUTMENT OF A BRIDGE OVER CROW CREEK, IN THE NORTHWEST 1/4 OF
 MO0133'SECTION 6, TOWNSHIP 13 NORTH, RANGE 66 WEST.
 MO0133
 MO0133                          STATION RECOVERY (1983)
 MO0133
 MO0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI3330 ***********************************************************************
 AI3330  DESIGNATION -  F 311 RESET
 AI3330  PID         -  AI3330
 AI3330  STATE/COUNTY-  WY/LARAMIE
 AI3330  USGS QUAD   -  CHEYENNE NORTH (1994)
 AI3330
 AI3330                         *CURRENT SURVEY CONTROL
 AI3330  ___________________________________________________________________
 AI3330* NAD 83(1986)-  41 07 39.     (N)    104 49 28.     (W)     SCALED    
 AI3330* NAVD 88     -      1848.49   (meters)    6064.6    (feet)  RESET     
 AI3330  ___________________________________________________________________
 AI3330  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 AI3330
 AI3330  VERT ORDER  -  THIRD
 AI3330
 AI3330.The horizontal coordinates were scaled from a topographic map and have
 AI3330.an estimated accuracy of +/- 6 seconds.
 AI3330
 AI3330.The orthometric height was computed from unverified reset data.
 AI3330.No vertical observational check was made to the station.
 AI3330
 AI3330.The geoid height was determined by GEOID03.
 AI3330
 AI3330;                    North         East    Units  Estimated Accuracy
 AI3330;SPC WY E     -    69,740.      228,740.      MT  (+/- 180 meters Scaled)
 AI3330
 AI3330                          SUPERSEDED SURVEY CONTROL
 AI3330
 AI3330.No superseded survey control is available for this station.
 AI3330
 AI3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF147529(NAD 83)
 AI3330_MARKER: DV = VERTICAL CONTROL DISK
 AI3330_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3330_SP_SET: BRIDGE ABUTMENT
 AI3330_STAMPING: F 311 RESET 1977
 AI3330_MARK LOGO: NGS   
 AI3330_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3330
 AI3330  HISTORY     - Date     Condition        Report By
 AI3330  HISTORY     - 1977     MONUMENTED       UPRR
 AI3330
 AI3330                          STATION DESCRIPTION
 AI3330
 AI3330'DESCRIBED BY UNION PACIFIC RAILROAD 1977 (SWH)
 AI3330'0.6 MILES (1.0 KM) WEST ALONG UNION PACIFIC RAILROAD FROM STATION AT
 AI3330'CHEYENNE, 10 FEET (3.0 M) NORTH OF NORTH RAIL OF NORTH TRACK OF MAIN
 AI3330'LINE TRACK, SET IN THE NORTHWEST ABUTMENT OF BRIDGE OVER CROW CREEK IN
 AI3330'NORTHWEST CORNER OF SEC 6, T13N, R66W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0195 ***********************************************************************
 OX0195  DESIGNATION -  F 312
 OX0195  PID         -  OX0195
 OX0195  STATE/COUNTY-  WY/TETON
 OX0195  USGS QUAD   -  SHADOW MOUNTAIN (1996)
 OX0195
 OX0195                         *CURRENT SURVEY CONTROL
 OX0195  ___________________________________________________________________
 OX0195* NAD 83(1986)-  43 38 07.     (N)    110 33 57.     (W)     SCALED    
 OX0195* NAVD 88     -      2119.917  (meters)    6955.09   (feet)  ADJUSTED  
 OX0195  ___________________________________________________________________
 OX0195  GEOID HEIGHT-          -8.94  (meters)                     GEOID03
 OX0195  DYNAMIC HT  -        2118.485 (meters)    6950.40  (feet)  COMP
 OX0195  MODELED GRAV-     979,867.7   (mgal)                       NAVD 88
 OX0195
 OX0195  VERT ORDER  -  SECOND    CLASS 0
 OX0195
 OX0195.The horizontal coordinates were scaled from a topographic map and have
 OX0195.an estimated accuracy of +/- 6 seconds.
 OX0195
 OX0195.The orthometric height was determined by differential leveling
 OX0195.and adjusted by the National Geodetic Survey in June 1991..
 OX0195
 OX0195.The geoid height was determined by GEOID03.
 OX0195
 OX0195.The dynamic height is computed by dividing the NAVD 88
 OX0195.geopotential number by the normal gravity value computed on the
 OX0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0195.degrees latitude (g = 980.6199 gals.).
 OX0195
 OX0195.The modeled gravity was interpolated from observed gravity values.
 OX0195
 OX0195;                    North         East    Units  Estimated Accuracy
 OX0195;SPC WY W     -   448,340.      761,070.      MT  (+/- 180 meters Scaled)
 OX0195
 OX0195                          SUPERSEDED SURVEY CONTROL
 OX0195
 OX0195  NGVD 29 (??/??/92) 2118.591  (m)         6950.74   (f) ADJ UNCH    2 0
 OX0195
 OX0195.Superseded values are not recommended for survey control.
 OX0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0195.See file dsdata.txt to determine how the superseded data were derived.
 OX0195
 OX0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP350314(NAD 83)
 OX0195_MARKER: DB = BENCH MARK DISK
 OX0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0195_STAMPING: F 312 1946
 OX0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0195+STABILITY: SURFACE MOTION
 OX0195
 OX0195  HISTORY     - Date     Condition        Report By
 OX0195  HISTORY     - 1946     MONUMENTED       CGS
 OX0195
 OX0195                          STATION DESCRIPTION
 OX0195
 OX0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0195'4.35 MI E FROM KELLY.
 OX0195'ALONG GROS VENTRE RIVER ROAD, ABOUT 4.35 MILES EAST OF KELLY POST
 OX0195'OFFICE (BY ROAD), AT SHARP CURVE IN ROAD, SET IN CONCRETE POST 26 FEET
 OX0195'NORTHEAST OF CENTER LINE OF CURVE IN ROAD, 16 FEET NORTHEAST OF
 OX0195'NORTHEAST END OF IRON PIPE CULVERT UNDER ROAD, ABOUT 4 FEET ABOVE ROAD
 OX0195'LEVEL.  STANDARD BRONZE DISK IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0143 ***********************************************************************
 OX0143  DESIGNATION -  F 313
 OX0143  PID         -  OX0143
 OX0143  STATE/COUNTY-  WY/LINCOLN
 OX0143  USGS QUAD   -  FERRY PEAK (1996)
 OX0143
 OX0143                         *CURRENT SURVEY CONTROL
 OX0143  ___________________________________________________________________
 OX0143* NAD 83(1986)-  43 08 35.     (N)    110 57 07.     (W)     SCALED    
 OX0143* NAVD 88     -      1770.844  (meters)    5809.84   (feet)  ADJUSTED  
 OX0143  ___________________________________________________________________
 OX0143  GEOID HEIGHT-         -10.43  (meters)                     GEOID03
 OX0143  DYNAMIC HT  -        1769.649 (meters)    5805.92  (feet)  COMP
 OX0143  MODELED GRAV-     979,883.3   (mgal)                       NAVD 88
 OX0143
 OX0143  VERT ORDER  -  SECOND    CLASS 0
 OX0143
 OX0143.The horizontal coordinates were scaled from a topographic map and have
 OX0143.an estimated accuracy of +/- 6 seconds.
 OX0143
 OX0143.The orthometric height was determined by differential leveling
 OX0143.and adjusted by the National Geodetic Survey in June 1991..
 OX0143
 OX0143.The geoid height was determined by GEOID03.
 OX0143
 OX0143.The dynamic height is computed by dividing the NAVD 88
 OX0143.geopotential number by the normal gravity value computed on the
 OX0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0143.degrees latitude (g = 980.6199 gals.).
 OX0143
 OX0143.The modeled gravity was interpolated from observed gravity values.
 OX0143
 OX0143;                    North         East    Units  Estimated Accuracy
 OX0143;SPC WY W     -   393,910.      729,340.      MT  (+/- 180 meters Scaled)
 OX0143
 OX0143                          SUPERSEDED SURVEY CONTROL
 OX0143
 OX0143  NGVD 29 (??/??/92) 1769.584  (m)         5805.71   (f) ADJ UNCH    2 0
 OX0143
 OX0143.Superseded values are not recommended for survey control.
 OX0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0143.See file dsdata.txt to determine how the superseded data were derived.
 OX0143
 OX0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN039767(NAD 83)
 OX0143_MARKER: DB = BENCH MARK DISK
 OX0143_SETTING: 80 = SET IN A BOULDER
 OX0143_SP_SET: BOULDER
 OX0143_STAMPING: F 313 1946
 OX0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0143+STABILITY: SURFACE MOTION
 OX0143
 OX0143  HISTORY     - Date     Condition        Report By
 OX0143  HISTORY     - 1946     MONUMENTED       CGS
 OX0143  HISTORY     - 1963     GOOD             USGS
 OX0143  HISTORY     - 1965     GOOD             NGS
 OX0143
 OX0143                          STATION DESCRIPTION
 OX0143
 OX0143'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 OX0143'2.9 MI S FROM ALPINE.
 OX0143'2.9 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0143'THENCE 4.2 MILES ALONG GREYS RIVER ROAD, 21 FEET NORTHWEST OF THE
 OX0143'CENTER LINE OF THE ROAD, 5 FEET WEST OF A LONE SPRUCE TREE, AND SET IN
 OX0143'TOP OF A LARGE BOULDER IN THIS IMMEDIATE VICINITY.
 OX0143
 OX0143                          STATION RECOVERY (1965)
 OX0143
 OX0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0076 ***********************************************************************
 NT0076  DESIGNATION -  F 314
 NT0076  PID         -  NT0076
 NT0076  STATE/COUNTY-  WY/LINCOLN
 NT0076  USGS QUAD   -  BLIND BULL CREEK (1980)
 NT0076
 NT0076                         *CURRENT SURVEY CONTROL
 NT0076  ___________________________________________________________________
 NT0076* NAD 83(1986)-  42 57 39.     (N)    110 43 41.     (W)     SCALED    
 NT0076* NAVD 88     -      1984.428  (meters)    6510.58   (feet)  ADJUSTED  
 NT0076  ___________________________________________________________________
 NT0076  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 NT0076  DYNAMIC HT  -        1982.977 (meters)    6505.82  (feet)  COMP
 NT0076  MODELED GRAV-     979,818.6   (mgal)                       NAVD 88
 NT0076
 NT0076  VERT ORDER  -  SECOND    CLASS 0
 NT0076
 NT0076.The horizontal coordinates were scaled from a topographic map and have
 NT0076.an estimated accuracy of +/- 6 seconds.
 NT0076
 NT0076.The orthometric height was determined by differential leveling
 NT0076.and adjusted by the National Geodetic Survey in June 1991..
 NT0076
 NT0076.The geoid height was determined by GEOID03.
 NT0076
 NT0076.The dynamic height is computed by dividing the NAVD 88
 NT0076.geopotential number by the normal gravity value computed on the
 NT0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0076.degrees latitude (g = 980.6199 gals.).
 NT0076
 NT0076.The modeled gravity was interpolated from observed gravity values.
 NT0076
 NT0076;                    North         East    Units  Estimated Accuracy
 NT0076;SPC WY W     -   373,510.      747,400.      MT  (+/- 180 meters Scaled)
 NT0076
 NT0076                          SUPERSEDED SURVEY CONTROL
 NT0076
 NT0076  NGVD 29 (??/??/92) 1983.101  (m)         6506.22   (f) ADJ UNCH    2 0
 NT0076
 NT0076.Superseded values are not recommended for survey control.
 NT0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0076.See file dsdata.txt to determine how the superseded data were derived.
 NT0076
 NT0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN221565(NAD 83)
 NT0076_MARKER: DB = BENCH MARK DISK
 NT0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0076_STAMPING: F 314 1946
 NT0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0076+STABILITY: SURFACE MOTION
 NT0076
 NT0076  HISTORY     - Date     Condition        Report By
 NT0076  HISTORY     - 1946     MONUMENTED       CGS
 NT0076  HISTORY     - 1974     MARK NOT FOUND   USGS
 NT0076  HISTORY     - 1977     GOOD             USGS
 NT0076
 NT0076                          STATION DESCRIPTION
 NT0076
 NT0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0076'27.7 MI SE FROM ALPINE.
 NT0076'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0076'THENCE ABOUT 26.1 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 0.1 MILE
 NT0076'WEST OF DEAD MAN CREEK, IN THE APPROXIMATE CENTER OF A SMALL BAR, 60
 NT0076'FEET NORTH OF THE EDGE OF THE RIVER, 48 FEET SOUTH OF THE CENTER LINE
 NT0076'OF THE ROAD, 8 YARDS EAST OF A GROUP OF ASPEN TREES, ABOUT 3 FEET
 NT0076'BELOW THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE
 NT0076'TOP OF A CONCRETE POST.
 NT0076
 NT0076                          STATION RECOVERY (1974)
 NT0076
 NT0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NT0076'MARK NOT FOUND.
 NT0076
 NT0076                          STATION RECOVERY (1977)
 NT0076
 NT0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NT0076'ABOUT 26.1 MILES SOUTHEAST ALONG GREYS RIVER ROAD FROM U.S. HIGHWAYS
 NT0076'26-89 AT ALPINE, IN NE 1/4 SEC. 6 T34N R116W, 835 FEET NORTHWEST OF
 NT0076'JUNCTION OF GREYS RIVER ROAD AND DEADMAN CREEK ROAD, IN THE
 NT0076'APPROXIMATE CENTER OF A SMALL BAR, ABOUT 60 FEET NORTH OF THE EDGE OF
 NT0076'THE RIVER, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE GREYS RIVER
 NT0076'ROAD, 43 FEET EAST OF A LARGE LONE PINE TREE, ABOUT 5 1/2 FEET BELOW
 NT0076'THE ROAD LEVEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 NT0076'FT., A STANDARD BRONZE DISK STAMPED F 314 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0108 ***********************************************************************
 NT0108  DESIGNATION -  F 315
 NT0108  PID         -  NT0108
 NT0108  STATE/COUNTY-  WY/LINCOLN
 NT0108  USGS QUAD   -  POISON MEADOWS (1980)
 NT0108
 NT0108                         *CURRENT SURVEY CONTROL
 NT0108  ___________________________________________________________________
 NT0108* NAD 83(1986)-  42 34 15.     (N)    110 40 40.     (W)     SCALED    
 NT0108* NAVD 88     -      2488.896  (meters)    8165.65   (feet)  ADJUSTED  
 NT0108  ___________________________________________________________________
 NT0108  GEOID HEIGHT-         -10.80  (meters)                     GEOID03
 NT0108  DYNAMIC HT  -        2486.793 (meters)    8158.75  (feet)  COMP
 NT0108  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 NT0108
 NT0108  VERT ORDER  -  SECOND    CLASS 0
 NT0108
 NT0108.The horizontal coordinates were scaled from a topographic map and have
 NT0108.an estimated accuracy of +/- 6 seconds.
 NT0108
 NT0108.The orthometric height was determined by differential leveling
 NT0108.and adjusted by the National Geodetic Survey in June 1991..
 NT0108
 NT0108.The geoid height was determined by GEOID03.
 NT0108
 NT0108.The dynamic height is computed by dividing the NAVD 88
 NT0108.geopotential number by the normal gravity value computed on the
 NT0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0108.degrees latitude (g = 980.6199 gals.).
 NT0108
 NT0108.The modeled gravity was interpolated from observed gravity values.
 NT0108
 NT0108;                    North         East    Units  Estimated Accuracy
 NT0108;SPC WY W     -   330,150.      751,200.      MT  (+/- 180 meters Scaled)
 NT0108
 NT0108                          SUPERSEDED SURVEY CONTROL
 NT0108
 NT0108  NGVD 29 (??/??/92) 2487.404  (m)         8160.76   (f) ADJ UNCH    2 0
 NT0108
 NT0108.Superseded values are not recommended for survey control.
 NT0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0108.See file dsdata.txt to determine how the superseded data were derived.
 NT0108
 NT0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN264132(NAD 83)
 NT0108_MARKER: DB = BENCH MARK DISK
 NT0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0108_STAMPING: F 315 1946
 NT0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0108+STABILITY: SURFACE MOTION
 NT0108
 NT0108  HISTORY     - Date     Condition        Report By
 NT0108  HISTORY     - 1946     MONUMENTED       CGS
 NT0108  HISTORY     - 1974     MARK NOT FOUND   NGS
 NT0108
 NT0108                          STATION DESCRIPTION
 NT0108
 NT0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0108'33.7 MI E FROM SMOOT.
 NT0108'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0108'THENCE ABOUT 26.7 MILES EASTERLY AND NORTHEASTERLY ALONG GREYS RIVER
 NT0108'ROAD, IN THE APPROXIMATE CENTER OF A SMALL BAR ON THE NORTHEAST BANK
 NT0108'OF THE ROAD AND BETWEEN THE ROAD AND THE RIVER, 84 FEET SOUTH OF A
 NT0108'FORK CREEK SIGN, 38 FEET WEST OF THE WEST BANK OF THE RIVER, 27 FEET
 NT0108'EAST OF THE CENTER LINE OF THE ROAD, ABOUT 3 FEET BELOW THE ROAD
 NT0108'LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 NT0108'POST.
 NT0108
 NT0108                          STATION RECOVERY (1974)
 NT0108
 NT0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NT0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0127 ***********************************************************************
 NT0127  DESIGNATION -  F 316
 NT0127  PID         -  NT0127
 NT0127  STATE/COUNTY-  WY/LINCOLN
 NT0127  USGS QUAD   -  SMOOT (1980)
 NT0127
 NT0127                         *CURRENT SURVEY CONTROL
 NT0127  ___________________________________________________________________
 NT0127* NAD 83(1986)-  42 30 14.     (N)    110 52 56.     (W)     SCALED    
 NT0127* NAVD 88     -      2321.027  (meters)    7614.90   (feet)  ADJUSTED  
 NT0127  ___________________________________________________________________
 NT0127  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 NT0127  DYNAMIC HT  -        2319.113 (meters)    7608.62  (feet)  COMP
 NT0127  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 NT0127
 NT0127  VERT ORDER  -  SECOND    CLASS 0
 NT0127
 NT0127.The horizontal coordinates were scaled from a topographic map and have
 NT0127.an estimated accuracy of +/- 6 seconds.
 NT0127
 NT0127.The orthometric height was determined by differential leveling
 NT0127.and adjusted by the National Geodetic Survey in June 1991..
 NT0127
 NT0127.The geoid height was determined by GEOID03.
 NT0127
 NT0127.The dynamic height is computed by dividing the NAVD 88
 NT0127.geopotential number by the normal gravity value computed on the
 NT0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0127.degrees latitude (g = 980.6199 gals.).
 NT0127
 NT0127.The modeled gravity was interpolated from observed gravity values.
 NT0127
 NT0127;                    North         East    Units  Estimated Accuracy
 NT0127;SPC WY W     -   322,860.      734,340.      MT  (+/- 180 meters Scaled)
 NT0127
 NT0127                          SUPERSEDED SURVEY CONTROL
 NT0127
 NT0127  NGVD 29 (??/??/92) 2319.575  (m)         7610.14   (f) ADJ UNCH    2 0
 NT0127
 NT0127.Superseded values are not recommended for survey control.
 NT0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0127.See file dsdata.txt to determine how the superseded data were derived.
 NT0127
 NT0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN096057(NAD 83)
 NT0127_MARKER: DB = BENCH MARK DISK
 NT0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0127_STAMPING: F 316 1946
 NT0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0127+STABILITY: SURFACE MOTION
 NT0127
 NT0127  HISTORY     - Date     Condition        Report By
 NT0127  HISTORY     - 1946     MONUMENTED       CGS
 NT0127
 NT0127                          STATION DESCRIPTION
 NT0127
 NT0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0127'8.9 MI S FROM SMOOT.
 NT0127'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0127'THENCE ABOUT 1.9 MILES SOUTHEAST ALONG GREYS RIVER ROAD, AT THE SOUTH
 NT0127'END OF A LONG FLAT HILL, 32 FEET EAST OF THE CENTER LINE OF THE ROAD,
 NT0127'16 FEET NORTH OF A DRAINAGE DITCH, 14 FEET SOUTH OF A GROUP OF SMALL
 NT0127'ASPEN TREES, ABOUT 3 FEET ABOVE THE ROAD LEVEL, 3 FEET WEST OF A
 NT0127'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0572 ***********************************************************************
 MO0572  DESIGNATION -  F 317
 MO0572  PID         -  MO0572
 MO0572  STATE/COUNTY-  WY/ALBANY
 MO0572  USGS QUAD   -  RED BUTTES (1978)
 MO0572
 MO0572                         *CURRENT SURVEY CONTROL
 MO0572  ___________________________________________________________________
 MO0572* NAD 83(1986)-  41 11 27.     (N)    105 35 55.     (W)     SCALED    
 MO0572* NAVD 88     -      2221.950  (meters)    7289.85   (feet)  ADJUSTED  
 MO0572  ___________________________________________________________________
 MO0572  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 MO0572  DYNAMIC HT  -        2219.946 (meters)    7283.27  (feet)  COMP
 MO0572  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 MO0572
 MO0572  VERT ORDER  -  FIRST     CLASS II
 MO0572
 MO0572.The horizontal coordinates were scaled from a topographic map and have
 MO0572.an estimated accuracy of +/- 6 seconds.
 MO0572
 MO0572.The orthometric height was determined by differential leveling
 MO0572.and adjusted by the National Geodetic Survey in June 1991..
 MO0572
 MO0572.The geoid height was determined by GEOID03.
 MO0572
 MO0572.The dynamic height is computed by dividing the NAVD 88
 MO0572.geopotential number by the normal gravity value computed on the
 MO0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0572.degrees latitude (g = 980.6199 gals.).
 MO0572
 MO0572.The modeled gravity was interpolated from observed gravity values.
 MO0572
 MO0572;                    North         East    Units  Estimated Accuracy
 MO0572;SPC WY E     -    76,800.      163,770.      MT  (+/- 180 meters Scaled)
 MO0572
 MO0572                          SUPERSEDED SURVEY CONTROL
 MO0572
 MO0572  NGVD 29 (06/08/92) 2220.837  (m)         7286.20   (f) ADJUSTED    1 2
 MO0572
 MO0572.Superseded values are not recommended for survey control.
 MO0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0572.See file dsdata.txt to determine how the superseded data were derived.
 MO0572
 MO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF498601(NAD 83)
 MO0572_MARKER: DB = BENCH MARK DISK
 MO0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0572_STAMPING: F 317 1947
 MO0572_MARK LOGO: CGS   
 MO0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0572+STABILITY: SURFACE MOTION
 MO0572
 MO0572  HISTORY     - Date     Condition        Report By
 MO0572  HISTORY     - 1947     MONUMENTED       CGS
 MO0572  HISTORY     - 1956     GOOD             NGS
 MO0572  HISTORY     - 1983     GOOD             NGS
 MO0572
 MO0572                          STATION DESCRIPTION
 MO0572
 MO0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0572'0.8 MI N FROM RED BUTTES.
 MO0572'0.8 MILE NORTH ALONG THE WEST TRACK OF THE UNION PACIFIC RAILROAD
 MO0572'FROM THE STATION SIGN AT RED BUTTES, 4 1/2 POLES NORTH OF
 MO0572'MILEPOST 558, 191 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 MO0572'287, 46.7 FEET EAST OF THE EAST RAIL, 77 FEET SOUTH OF A FENCE
 MO0572'CORNER, 142 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD
 MO0572'LEADING WEST, 0.8 FOOT WEST OF A FENCE, 2.2 FEET SOUTH OF A
 MO0572'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0572'0.2 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 8,
 MO0572'TOWNSHIP 14 NORTH, RANGE 73 WEST.
 MO0572
 MO0572                          STATION RECOVERY (1983)
 MO0572
 MO0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0572'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.2 KM
 MO0572'(8.2 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0572'STATION IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0606 ***********************************************************************
 MO0606  DESIGNATION -  F 318
 MO0606  PID         -  MO0606
 MO0606  STATE/COUNTY-  WY/ALBANY
 MO0606  USGS QUAD   -  HOWELL (1978)
 MO0606
 MO0606                         *CURRENT SURVEY CONTROL
 MO0606  ___________________________________________________________________
 MO0606* NAD 83(1986)-  41 25 40.     (N)    105 37 04.     (W)     SCALED    
 MO0606* NAVD 88     -      2170.251  (meters)    7120.23   (feet)  ADJUSTED  
 MO0606  ___________________________________________________________________
 MO0606  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0606  DYNAMIC HT  -        2168.410 (meters)    7114.19  (feet)  COMP
 MO0606  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 MO0606
 MO0606  VERT ORDER  -  FIRST     CLASS II
 MO0606
 MO0606.The horizontal coordinates were scaled from a topographic map and have
 MO0606.an estimated accuracy of +/- 6 seconds.
 MO0606
 MO0606.The orthometric height was determined by differential leveling
 MO0606.and adjusted by the National Geodetic Survey in June 1991..
 MO0606.WARNING-Repeat measurements at this control monument indicate possible
 MO0606.vertical movement.
 MO0606
 MO0606.The geoid height was determined by GEOID03.
 MO0606
 MO0606.The dynamic height is computed by dividing the NAVD 88
 MO0606.geopotential number by the normal gravity value computed on the
 MO0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0606.degrees latitude (g = 980.6199 gals.).
 MO0606
 MO0606.The modeled gravity was interpolated from observed gravity values.
 MO0606
 MO0606;                    North         East    Units  Estimated Accuracy
 MO0606;SPC WY E     -   103,120.      162,290.      MT  (+/- 180 meters Scaled)
 MO0606
 MO0606                          SUPERSEDED SURVEY CONTROL
 MO0606
 MO0606  NGVD 29 (06/08/92) 2169.222  (m)         7116.86   (f) ADJUSTED    1 2
 MO0606
 MO0606.Superseded values are not recommended for survey control.
 MO0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0606.See file dsdata.txt to determine how the superseded data were derived.
 MO0606
 MO0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF483864(NAD 83)
 MO0606_MARKER: DB = BENCH MARK DISK
 MO0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0606_STAMPING: F 318 1947
 MO0606_MARK LOGO: CGS   
 MO0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0606+STABILITY: SURFACE MOTION
 MO0606
 MO0606  HISTORY     - Date     Condition        Report By
 MO0606  HISTORY     - 1947     MONUMENTED       CGS
 MO0606  HISTORY     - 1983     GOOD             NGS
 MO0606
 MO0606                          STATION DESCRIPTION
 MO0606
 MO0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0606'0.5 MI N FROM HOWELL.
 MO0606'0.5 MILE NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE SIGNBOARD
 MO0606'AT HOWELL, AT A PRIVATE ROAD CROSSING, 244.0 FEET EAST OF THE
 MO0606'THIRTEENTH POLE NORTH OF MILEPOST 574, 244.0 FEET NORTH OF THE
 MO0606'CENTER LINE OF THE ROAD, 238.0 FEET SOUTHEAST OF RAILWAY SIGNAL
 MO0606'5743, 171.1 FEET EAST OF THE EAST RAIL OF THE EAST TRACK AND
 MO0606'6 FEET LOWER, 4.0 FEET SOUTH OF A REFERENCE POST, 1.2 FEET WEST
 MO0606'OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.4
 MO0606'FOOT ABOVE THE GROUND.
 MO0606
 MO0606                          STATION RECOVERY (1983)
 MO0606
 MO0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0606'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.5 KM
 MO0606'(8.4 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0606'IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0227 ***********************************************************************
 MP0227  DESIGNATION -  F 319
 MP0227  PID         -  MP0227
 MP0227  STATE/COUNTY-  WY/CARBON
 MP0227  USGS QUAD   -  SINCLAIR (1981)
 MP0227
 MP0227                         *CURRENT SURVEY CONTROL
 MP0227  ___________________________________________________________________
 MP0227* NAD 83(1986)-  41 46 46.     (N)    107 01 48.     (W)     SCALED    
 MP0227* NAVD 88     -      1990.300  (meters)    6529.84   (feet)  ADJUSTED  
 MP0227  ___________________________________________________________________
 MP0227  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 MP0227  DYNAMIC HT  -        1988.640 (meters)    6524.40  (feet)  COMP
 MP0227  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 MP0227
 MP0227  VERT ORDER  -  FIRST     CLASS II
 MP0227
 MP0227.The horizontal coordinates were scaled from a topographic map and have
 MP0227.an estimated accuracy of +/- 6 seconds.
 MP0227
 MP0227.The orthometric height was determined by differential leveling
 MP0227.and adjusted by the National Geodetic Survey in June 1991..
 MP0227
 MP0227.The geoid height was determined by GEOID03.
 MP0227
 MP0227.The dynamic height is computed by dividing the NAVD 88
 MP0227.geopotential number by the normal gravity value computed on the
 MP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0227.degrees latitude (g = 980.6199 gals.).
 MP0227
 MP0227.The modeled gravity was interpolated from observed gravity values.
 MP0227
 MP0227;                    North         East    Units  Estimated Accuracy
 MP0227;SPC WYEC     -   242,130.      425,220.      MT  (+/- 180 meters Scaled)
 MP0227
 MP0227                          SUPERSEDED SURVEY CONTROL
 MP0227
 MP0227  NGVD 29 (??/??/92) 1989.173  (m)         6526.15   (f) ADJ UNCH    1 2
 MP0227
 MP0227.Superseded values are not recommended for survey control.
 MP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0227.See file dsdata.txt to determine how the superseded data were derived.
 MP0227
 MP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG312272(NAD 83)
 MP0227_MARKER: DB = BENCH MARK DISK
 MP0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0227_STAMPING: F 319 1947
 MP0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0227+STABILITY: SURFACE MOTION
 MP0227
 MP0227  HISTORY     - Date     Condition        Report By
 MP0227  HISTORY     - 1947     MONUMENTED       CGS
 MP0227  HISTORY     - 1972     GOOD             NGS
 MP0227  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0227
 MP0227                          STATION DESCRIPTION
 MP0227
 MP0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0227'4.3 MI E FROM PARCO (SINCLAIR).
 MP0227'4.3 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0227'PARCO (SINCLAIR), 0.9 MILE WEST OF BENCH MARK R 76, 113.6 FEET SOUTH
 MP0227'OF A BATTERY BOX, 85.1 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK
 MP0227'AND 4 FEET LOWER, 15.8 FEET WEST OF THE THIRD POLE EAST OF MILEPOST
 MP0227'672, 3.0 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MP0227'POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MP0227
 MP0227                          STATION RECOVERY (1972)
 MP0227
 MP0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MP0227'RECOVERED IN GOOD CONDITION.
 MP0227
 MP0227                          STATION RECOVERY (1983)
 MP0227
 MP0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0227'THE POST WAS FOUND WITH THE TOP BROKEN OFF.  THE DISK WAS NOT
 MP0227'RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0019 ***********************************************************************
 NR0019  DESIGNATION -  F 32
 NR0019  PID         -  NR0019
 NR0019  STATE/COUNTY-  WY/NATRONA
 NR0019  USGS QUAD   -  GOOSE EGG (1984)
 NR0019
 NR0019                         *CURRENT SURVEY CONTROL
 NR0019  ___________________________________________________________________
 NR0019* NAD 83(1986)-  42 45 43.     (N)    106 29 15.     (W)     SCALED    
 NR0019* NAVD 88     -      1634.205  (meters)    5361.55   (feet)  ADJUSTED  
 NR0019  ___________________________________________________________________
 NR0019  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NR0019  DYNAMIC HT  -        1633.166 (meters)    5358.15  (feet)  COMP
 NR0019  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 NR0019
 NR0019  VERT ORDER  -  FIRST     CLASS II
 NR0019
 NR0019.The horizontal coordinates were scaled from a topographic map and have
 NR0019.an estimated accuracy of +/- 6 seconds.
 NR0019
 NR0019.The orthometric height was determined by differential leveling
 NR0019.and adjusted by the National Geodetic Survey in June 1991..
 NR0019
 NR0019.The geoid height was determined by GEOID03.
 NR0019
 NR0019.The dynamic height is computed by dividing the NAVD 88
 NR0019.geopotential number by the normal gravity value computed on the
 NR0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0019.degrees latitude (g = 980.6199 gals.).
 NR0019
 NR0019.The modeled gravity was interpolated from observed gravity values.
 NR0019
 NR0019;                    North         East    Units  Estimated Accuracy
 NR0019;SPC WYEC     -   351,560.      469,230.      MT  (+/- 180 meters Scaled)
 NR0019
 NR0019                          SUPERSEDED SURVEY CONTROL
 NR0019
 NR0019  NGVD 29 (??/??/92) 1633.318  (m)         5358.64   (f) ADJ UNCH    1 2
 NR0019
 NR0019.Superseded values are not recommended for survey control.
 NR0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0019.See file dsdata.txt to determine how the superseded data were derived.
 NR0019
 NR0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH782354(NAD 83)
 NR0019_MARKER: DB = BENCH MARK DISK
 NR0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0019_STAMPING: F 32 1933
 NR0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0019+STABILITY: SURFACE MOTION
 NR0019
 NR0019  HISTORY     - Date     Condition        Report By
 NR0019  HISTORY     - 1933     MONUMENTED       CGS
 NR0019  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0019
 NR0019                          STATION DESCRIPTION
 NR0019
 NR0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0019'11.0 MI SW FROM CASPER.
 NR0019'11.0 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0019'CASPER, NATRONA COUNTY, 39 YARDS SOUTHWEST OF A CAFE AND HOUSE, AT THE
 NR0019'JUNCTION OF A ROAD LEADING NORTHWEST, 66 FEET SOUTHWEST OF THE ROAD
 NR0019'LEADING WEST, AND 55 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 NR0019'A STANDARD DISK, STAMPED F 32 1933 AND SET IN THE TOP OF A CONCRETE
 NR0019'POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0019
 NR0019                          STATION RECOVERY (1982)
 NR0019
 NR0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0151 ***********************************************************************
 MO0151  DESIGNATION -  F 320
 MO0151  PID         -  MO0151
 MO0151  STATE/COUNTY-  WY/LARAMIE
 MO0151  USGS QUAD   -  BORIE (1994)
 MO0151
 MO0151                         *CURRENT SURVEY CONTROL
 MO0151  ___________________________________________________________________
 MO0151* NAD 83(1986)-  41 05 27.     (N)    104 59 42.     (W)     SCALED    
 MO0151* NAVD 88     -      2014.374  (meters)    6608.83   (feet)  ADJUSTED  
 MO0151  ___________________________________________________________________
 MO0151  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 MO0151  DYNAMIC HT  -        2012.570 (meters)    6602.91  (feet)  COMP
 MO0151  MODELED GRAV-     979,656.2   (mgal)                       NAVD 88
 MO0151
 MO0151  VERT ORDER  -  FIRST     CLASS II
 MO0151
 MO0151.The horizontal coordinates were scaled from a topographic map and have
 MO0151.an estimated accuracy of +/- 6 seconds.
 MO0151
 MO0151.The orthometric height was determined by differential leveling
 MO0151.and adjusted by the National Geodetic Survey in June 1991..
 MO0151
 MO0151.The geoid height was determined by GEOID03.
 MO0151
 MO0151.The dynamic height is computed by dividing the NAVD 88
 MO0151.geopotential number by the normal gravity value computed on the
 MO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0151.degrees latitude (g = 980.6199 gals.).
 MO0151
 MO0151.The modeled gravity was interpolated from observed gravity values.
 MO0151
 MO0151;                    North         East    Units  Estimated Accuracy
 MO0151;SPC WY E     -    65,620.      214,420.      MT  (+/- 180 meters Scaled)
 MO0151
 MO0151                          SUPERSEDED SURVEY CONTROL
 MO0151
 MO0151  NGVD 29 (06/08/92) 2013.306  (m)         6605.32   (f) ADJUSTED    1 2
 MO0151
 MO0151.Superseded values are not recommended for survey control.
 MO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0151.See file dsdata.txt to determine how the superseded data were derived.
 MO0151
 MO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF004488(NAD 83)
 MO0151_MARKER: DB = BENCH MARK DISK
 MO0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0151_STAMPING: F 320 1947
 MO0151_MARK LOGO: CGS   
 MO0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0151+STABILITY: SURFACE MOTION
 MO0151
 MO0151  HISTORY     - Date     Condition        Report By
 MO0151  HISTORY     - 1947     MONUMENTED       CGS
 MO0151  HISTORY     - 1956     GOOD             NGS
 MO0151  HISTORY     - 1983     GOOD             NGS
 MO0151
 MO0151                          STATION DESCRIPTION
 MO0151
 MO0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0151'0.7 MI W FROM BORIE.
 MO0151'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0151'SIGN AT BORIE, 237 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 MO0151'20, 150 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 106 FEET
 MO0151'NORTHEAST OF A POWER POLE, 67 FEET WEST OF THE CENTER LINE OF A
 MO0151'ROAD LEADING SOUTH, 1.8 FEET SOUTH OF A FENCE, 4 FEET EAST OF A
 MO0151'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0151'0.3 FOOT ABOVE THE GROUND, IN SECTION 15, TOWNSHIP 13 NORTH,
 MO0151'RANGE 68 WEST.
 MO0151
 MO0151                          STATION RECOVERY (1983)
 MO0151
 MO0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0151'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0151'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0151'80 IN CHEYENNE, THENCE 16.7 KM (10.35 MI) WESTERLY ALONG THE UNION
 MO0151'PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0467 ***********************************************************************
 MO0467  DESIGNATION -  F 321
 MO0467  PID         -  MO0467
 MO0467  STATE/COUNTY-  WY/ALBANY
 MO0467  USGS QUAD   -  BUFORD (1987)
 MO0467
 MO0467                         *CURRENT SURVEY CONTROL
 MO0467  ___________________________________________________________________
 MO0467* NAD 83(1986)-  41 06 27.     (N)    105 20 47.     (W)     SCALED    
 MO0467* NAVD 88     -      2435.539  (meters)    7990.60   (feet)  ADJUSTED  
 MO0467  ___________________________________________________________________
 MO0467  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 MO0467  DYNAMIC HT  -        2433.288 (meters)    7983.21  (feet)  COMP
 MO0467  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 MO0467
 MO0467  VERT ORDER  -  FIRST     CLASS II
 MO0467
 MO0467.The horizontal coordinates were scaled from a topographic map and have
 MO0467.an estimated accuracy of +/- 6 seconds.
 MO0467
 MO0467.The orthometric height was determined by differential leveling
 MO0467.and adjusted by the National Geodetic Survey in June 1991..
 MO0467
 MO0467.The geoid height was determined by GEOID03.
 MO0467
 MO0467.The dynamic height is computed by dividing the NAVD 88
 MO0467.geopotential number by the normal gravity value computed on the
 MO0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0467.degrees latitude (g = 980.6199 gals.).
 MO0467
 MO0467.The modeled gravity was interpolated from observed gravity values.
 MO0467
 MO0467;                    North         East    Units  Estimated Accuracy
 MO0467;SPC WY E     -    67,470.      184,910.      MT  (+/- 180 meters Scaled)
 MO0467
 MO0467                          SUPERSEDED SURVEY CONTROL
 MO0467
 MO0467  NGVD 29 (06/08/92) 2434.413  (m)         7986.90   (f) ADJUSTED    1 2
 MO0467
 MO0467.Superseded values are not recommended for survey control.
 MO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0467.See file dsdata.txt to determine how the superseded data were derived.
 MO0467
 MO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF709507(NAD 83)
 MO0467_MARKER: DB = BENCH MARK DISK
 MO0467_SETTING: 66 = SET IN ROCK OUTCROP
 MO0467_SP_SET: GRANITE OUTCROP
 MO0467_STAMPING: F 321 1947
 MO0467_MARK LOGO: CGS   
 MO0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0467+STABILITY: POSITION/ELEVATION WELL
 MO0467
 MO0467  HISTORY     - Date     Condition        Report By
 MO0467  HISTORY     - 1947     MONUMENTED       CGS
 MO0467  HISTORY     - 1956     GOOD             NGS
 MO0467  HISTORY     - 1983     GOOD             NGS
 MO0467  HISTORY     - 1985     GOOD             DMA
 MO0467  HISTORY     - 19981012 GOOD             WYDT
 MO0467
 MO0467                          STATION DESCRIPTION
 MO0467
 MO0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0467'0.9 MI N FROM SHERMAN.
 MO0467'0.9 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0467'SIGN AT SHERMAN, AT THE NORTHWEST END OF A LONG ROCKY CUT, AT
 MO0467'THE SOUTHEAST END OF A LONG FILL, 102.3 FEET NORTHEAST OF THE
 MO0467'NORTHEAST RAIL OF THE NORTHEAST MAIN LINE TRACK, 83 FEET EAST OF
 MO0467'A TELEPHONE POLE, 74 FEET NORTH OF A TELEPHONE POLE, 58 FEET
 MO0467'NORTHEAST OF THE NORTHWEST END OF AN IRON PIPE GATE, SET IN THE
 MO0467'TOP OF A LARGE GRANITE OUTCROP, IN THE SOUTHWEST 1/4 OF SECTION
 MO0467'10, TOWNSHIP 13 NORTH, RANGE 71 WEST.
 MO0467
 MO0467                          STATION RECOVERY (1983)
 MO0467
 MO0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0467'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  43.1 KM
 MO0467'(26.8 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0467'STATION IN LARAMIE.  ADD 0.3 METER (1.0 FT) NORTH OF A WITNESS POST.
 MO0467
 MO0467                          STATION RECOVERY (1985)
 MO0467
 MO0467'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0467'RECOVERED IN GOOD CONDITION.
 MO0467
 MO0467                          STATION RECOVERY (1998)
 MO0467
 MO0467'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1998 (KFB)
 MO0467'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0467'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0009 ***********************************************************************
 MP0009  FBN         -  This is a Federal Base Network Control Station.
 MP0009  DESIGNATION -  F 322
 MP0009  PID         -  MP0009
 MP0009  STATE/COUNTY-  WY/CARBON
 MP0009  USGS QUAD   -  PINE RIDGE (1971)
 MP0009
 MP0009                         *CURRENT SURVEY CONTROL
 MP0009  ___________________________________________________________________
 MP0009* NAD 83(1993)-  41 52 28.44196(N)    106 08 10.93457(W)     ADJUSTED  
 MP0009* NAVD 88     -      2016.464  (meters)    6615.68   (feet)  ADJUSTED  
 MP0009  ___________________________________________________________________
 MP0009  X           -  -1,322,309.662 (meters)                     COMP
 MP0009  Y           -  -4,570,358.416 (meters)                     COMP
 MP0009  Z           -   4,236,577.488 (meters)                     COMP
 MP0009  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 MP0009  ELLIP HEIGHT-        2003.59  (meters)          (02/28/01) GPS OBS
 MP0009  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 MP0009  DYNAMIC HT  -        2014.769 (meters)    6610.12  (feet)  COMP
 MP0009  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 MP0009
 MP0009  HORZ ORDER  -  B
 MP0009  VERT ORDER  -  FIRST     CLASS II
 MP0009  ELLP ORDER  -  SECOND    CLASS I
 MP0009
 MP0009.The horizontal coordinates were established by GPS observations
 MP0009.and adjusted by the National Geodetic Survey in October 1994..
 MP0009
 MP0009.The orthometric height was determined by differential leveling
 MP0009.and adjusted by the National Geodetic Survey in June 1991..
 MP0009.WARNING-GPS observations at this control monument resulted in a GPS
 MP0009.derived orthometric height which differed from the leveled height by
 MP0009.more than one decimeter (0.1 meter).
 MP0009.WARNING-Repeat measurements at this control monument indicate possible
 MP0009.vertical movement.
 MP0009
 MP0009.Photographs are available for this station.
 MP0009
 MP0009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0009
 MP0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0009
 MP0009.The ellipsoidal height was determined by GPS observations
 MP0009.and is referenced to NAD 83.
 MP0009
 MP0009.The geoid height was determined by GEOID03.
 MP0009
 MP0009.The dynamic height is computed by dividing the NAVD 88
 MP0009.geopotential number by the normal gravity value computed on the
 MP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0009.degrees latitude (g = 980.6199 gals.).
 MP0009
 MP0009.The modeled gravity was interpolated from observed gravity values.
 MP0009
 MP0009;                    North         East     Units Scale Factor Converg.
 MP0009;SPC WYEC     -   253,339.325   499,358.372   MT  1.00005894   +0 47 56.5
 MP0009;UTM  13      - 4,636,473.952   405,703.199   MT  0.99970942   -0 45 30.9
 MP0009
 MP0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0009!SPC WYEC     -   0.99968585  x   1.00005894  =   0.99974477
 MP0009!UTM  13      -   0.99968585  x   0.99970942  =   0.99939536
 MP0009
 MP0009                          SUPERSEDED SURVEY CONTROL
 MP0009
 MP0009  ELLIP H (10/19/94) 2003.65   (m)                       GP(       ) 4 1
 MP0009  NAVD 88 (02/28/01) 2016.46   (m)         6615.7    (f) LEVELING    3  
 MP0009  NGVD 29 (06/08/92) 2015.323  (m)         6611.94   (f) ADJUSTED    1 2
 MP0009
 MP0009.Superseded values are not recommended for survey control.
 MP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0009.See file dsdata.txt to determine how the superseded data were derived.
 MP0009
 MP0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG0570336474(NAD 83)
 MP0009_MARKER: DB = BENCH MARK DISK
 MP0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0009_STAMPING: F 322 1947
 MP0009_MARK LOGO: CGS   
 MP0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0009+STABILITY: SURFACE MOTION
 MP0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0009+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1999
 MP0009
 MP0009  HISTORY     - Date     Condition        Report By
 MP0009  HISTORY     - 1947     MONUMENTED       CGS
 MP0009  HISTORY     - 1983     GOOD             NGS
 MP0009  HISTORY     - 19930803 GOOD             NGS
 MP0009  HISTORY     - 19990725 GOOD             NGS
 MP0009
 MP0009                          STATION DESCRIPTION
 MP0009
 MP0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0009'3.65 MI E FROM MEDICINE BOW.
 MP0009'3.65 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0009'MEDICINE BOW, 8 TELEPHONE POLES WEST OF MILE POST NO.619, 183.5 FEET
 MP0009'SOUTH OF THE CENTER OF U.S. HIGHWAY NO.30, 131.8 FEET NORTH OF THE
 MP0009'NORTH RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE TRACKS, 46.3 FEET
 MP0009'NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 2.5 FEET WEST OF A REFERENCE
 MP0009'POST, SET IN A CONCRETE POST IN LINE WITH BLOCK SIGNALS NO. 6192 AND
 MP0009'NO.6193, ABOUT 8 FEET BELOW THE TRACKS AND PROJECTING 0.8 FOOT.
 MP0009
 MP0009                          STATION RECOVERY (1983)
 MP0009
 MP0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0009'RECOVERED IN GOOD CONDITION.
 MP0009
 MP0009                          STATION RECOVERY (1993)
 MP0009
 MP0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 MP0009'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTHEAST OF MEDICINE BOW, 5
 MP0009'KM (3.10 MI) WEST OF THE CARBON-ALBANY COUNTY LINE, ALONG US HIGHWAYS
 MP0009'30 AND 287, ON THE RIGHT-OF-WAY, AT MILE 275.6 BETWEEN THE HIGHWAY AND
 MP0009'AN ELEVATED SECTION OF RAILROAD, AT A METAL RAILROAD BUILDING AND A
 MP0009'JOINED PAIR OF UTILITY POLES, IN THE SOUTHEAST CORNER OF SECTION 14, T
 MP0009'22 N, R 78 W.  OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION. TO
 MP0009'REACH FROM THE JUNCTION OF US HIGHWAYS 30, 287 AND STATE HIGHWAY 487
 MP0009'ON THE WEST SIDE OF MEDICINE BOW, GO EAST ON HIGHWAYS 30 AND 287 FOR
 MP0009'4.77 KM (2.95 MI) TO THE BRIDGE OVER THE MEDICINE BOW RIVER. CONTINUE
 MP0009'AHEAD FOR 1.56 KM (0.95 MI) TO THE STATION ON THE RIGHT. STATION MARK
 MP0009'IS A DISK SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST PROJECTING 20
 MP0009'CM ABOVE GROUND IN AN BARE AREA.  IT IS 55.8 M (183.1 FT) SOUTHWEST
 MP0009'OF, AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER, ABOUT 35 M (114.8
 MP0009'FT) NORTHEAST OF THE TRACK, 14.4 M (47.2 FT) NORTHEAST OF THE
 MP0009'RIGHT-OF-WAY FENCE, 19.7 M (64.6 FT) NORTHEAST OF THE NORTHEAST ONE OF
 MP0009'TWO JOINED UTILITY POLES, AND 0.8 M (2.6 FT) NORTHWEST OF A FIBERGLASS
 MP0009'AND A WOOD WITNESS POST.
 MP0009
 MP0009                          STATION RECOVERY (1999)
 MP0009
 MP0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MP0009'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 MP0009'CONDITION AND AS PREVIOUSLY DESCRIBED.  THE STATION IS NOW SURROUNDED
 MP0009'BY 3 4X4 WOOD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0195 ***********************************************************************
 OW0195  DESIGNATION -  F 326
 OW0195  PID         -  OW0195
 OW0195  STATE/COUNTY-  WY/HOT SPRINGS
 OW0195  USGS QUAD   -  THERMOPOLIS (1960)
 OW0195
 OW0195                         *CURRENT SURVEY CONTROL
 OW0195  ___________________________________________________________________
 OW0195* NAD 83(1986)-  43 44 16.     (N)    108 10 35.     (W)     SCALED    
 OW0195* NAVD 88     -      1317.093  (meters)    4321.16   (feet)  ADJUSTED  
 OW0195  ___________________________________________________________________
 OW0195  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 OW0195  DYNAMIC HT  -        1316.418 (meters)    4318.95  (feet)  COMP
 OW0195  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 OW0195  OBS GRAVITY -     980,065.3   (mgal)                       GRAV_OBS
 OW0195
 OW0195  VERT ORDER  -  FIRST     CLASS II
 OW0195
 OW0195.The horizontal coordinates were scaled from a topographic map and have
 OW0195.an estimated accuracy of +/- 6 seconds.
 OW0195
 OW0195.The orthometric height was determined by differential leveling
 OW0195.and adjusted by the National Geodetic Survey in June 1991..
 OW0195
 OW0195.The geoid height was determined by GEOID03.
 OW0195
 OW0195.The dynamic height is computed by dividing the NAVD 88
 OW0195.geopotential number by the normal gravity value computed on the
 OW0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0195.degrees latitude (g = 980.6199 gals.).
 OW0195
 OW0195.The modeled gravity was interpolated from observed gravity values.
 OW0195.The observed gravity was obtained from relative gravimeter ties
 OW0195.to the IGSN71 gravity network.
 OW0195
 OW0195;                    North         East    Units  Estimated Accuracy
 OW0195;SPC WYWC     -   359,780.      646,210.      MT  (+/- 180 meters Scaled)
 OW0195
 OW0195                          SUPERSEDED SURVEY CONTROL
 OW0195
 OW0195  NGVD 29 (06/08/92) 1316.264  (m)         4318.44   (f) ADJUSTED    1 2
 OW0195
 OW0195.Superseded values are not recommended for survey control.
 OW0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0195.See file dsdata.txt to determine how the superseded data were derived.
 OW0195
 OW0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP273466(NAD 83)
 OW0195_MARKER: I = METAL ROD
 OW0195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0195_SP_SET: STAINLESS STEEL ROD
 OW0195_STAMPING: F 326 1982
 OW0195_MARK LOGO: NGS   
 OW0195_PROJECTION: FLUSH
 OW0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0195_ROD/PIPE-DEPTH: 14.1 meters
 OW0195
 OW0195  HISTORY     - Date     Condition        Report By
 OW0195  HISTORY     - 1982     MONUMENTED       NGS
 OW0195
 OW0195                          STATION DESCRIPTION
 OW0195
 OW0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0195'12.1 KM (7.5 MI) NORTH FROM THERMOPOLIS.
 OW0195'12.1 KM (7.5 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0195'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 0.3 KM (0.2 MI) NORTH OF THE
 OW0195'JUNCTION OF STATE HIGHWAY 172, 26.2 METERS (86.0 FT) SOUTH OF THE
 OW0195'CENTER OF A DRIVEWAY, 25.7 METERS (84.3 FT) WEST OF MILEPOST 140 AND
 OW0195'23.8 METERS (78.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 OW0195'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 OW0195'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 OW0195'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0434 ***********************************************************************
 PW0434  DESIGNATION -  F 327
 PW0434  PID         -  PW0434
 PW0434  STATE/COUNTY-  WY/WASHAKIE
 PW0434  USGS QUAD   -  WORLAND (1978)
 PW0434
 PW0434                         *CURRENT SURVEY CONTROL
 PW0434  ___________________________________________________________________
 PW0434* NAD 83(1986)-  44 03 30.     (N)    107 56 02.     (W)     SCALED    
 PW0434* NAVD 88     -      1229.260  (meters)    4033.00   (feet)  ADJUSTED  
 PW0434  ___________________________________________________________________
 PW0434  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 PW0434  DYNAMIC HT  -        1228.692 (meters)    4031.13  (feet)  COMP
 PW0434  MODELED GRAV-     980,115.1   (mgal)                       NAVD 88
 PW0434
 PW0434  VERT ORDER  -  FIRST     CLASS II
 PW0434
 PW0434.The horizontal coordinates were scaled from a topographic map and have
 PW0434.an estimated accuracy of +/- 6 seconds.
 PW0434
 PW0434.The orthometric height was determined by differential leveling
 PW0434.and adjusted by the National Geodetic Survey in June 1991..
 PW0434
 PW0434.The geoid height was determined by GEOID03.
 PW0434
 PW0434.The dynamic height is computed by dividing the NAVD 88
 PW0434.geopotential number by the normal gravity value computed on the
 PW0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0434.degrees latitude (g = 980.6199 gals.).
 PW0434
 PW0434.The modeled gravity was interpolated from observed gravity values.
 PW0434
 PW0434;                    North         East    Units  Estimated Accuracy
 PW0434;SPC WYEC     -   495,410.      351,880.      MT  (+/- 180 meters Scaled)
 PW0434
 PW0434                          SUPERSEDED SURVEY CONTROL
 PW0434
 PW0434  NGVD 29 (06/08/92) 1228.469  (m)         4030.40   (f) ADJUSTED    1 2
 PW0434
 PW0434.Superseded values are not recommended for survey control.
 PW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0434.See file dsdata.txt to determine how the superseded data were derived.
 PW0434
 PW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ650825(NAD 83)
 PW0434_MARKER: DB = BENCH MARK DISK
 PW0434_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PW0434_SP_SET: ABUTMENT
 PW0434_STAMPING: F 327 1982
 PW0434_MARK LOGO: NGS   
 PW0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0434+STABILITY: POSITION/ELEVATION WELL
 PW0434
 PW0434  HISTORY     - Date     Condition        Report By
 PW0434  HISTORY     - 1982     MONUMENTED       NGS
 PW0434
 PW0434                          STATION DESCRIPTION
 PW0434
 PW0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0434'5.0 KM (3.1 MI) NORTH FROM WORLAND.
 PW0434'5.0 KM (3.1 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0434'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.3 KM (0.2
 PW0434'MI) SOUTH OF MILEPOST 169, IN TOP OF AND 0.3 METER (1.0 FT) SOUTHEAST
 PW0434'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 PW0434'BURLINGTON NORTHERN RAILROAD OVERPASS OF SLICK CREEK, 39.7 METERS
 PW0434'(130.2 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.3 METERS
 PW0434'(7.5 FT) NORTHWEST OF THE NEAR RAIL.
 PW0434'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0243 ***********************************************************************
 PX0243  DESIGNATION -  F 328
 PX0243  PID         -  PX0243
 PX0243  STATE/COUNTY-  WY/BIG HORN
 PX0243  USGS QUAD   -  FRANNIE (1966)
 PX0243
 PX0243                         *CURRENT SURVEY CONTROL
 PX0243  ___________________________________________________________________
 PX0243* NAD 83(1986)-  44 55 02.     (N)    108 37 03.     (W)     SCALED    
 PX0243* NAVD 88     -      1265.802  (meters)    4152.89   (feet)  ADJUSTED  
 PX0243  ___________________________________________________________________
 PX0243  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0243  DYNAMIC HT  -        1265.303 (meters)    4151.25  (feet)  COMP
 PX0243  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 PX0243
 PX0243  VERT ORDER  -  FIRST     CLASS II
 PX0243
 PX0243.The horizontal coordinates were scaled from a topographic map and have
 PX0243.an estimated accuracy of +/- 6 seconds.
 PX0243
 PX0243.The orthometric height was determined by differential leveling
 PX0243.and adjusted by the National Geodetic Survey in June 1991..
 PX0243
 PX0243.The geoid height was determined by GEOID03.
 PX0243
 PX0243.The dynamic height is computed by dividing the NAVD 88
 PX0243.geopotential number by the normal gravity value computed on the
 PX0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0243.degrees latitude (g = 980.6199 gals.).
 PX0243
 PX0243.The modeled gravity was interpolated from observed gravity values.
 PX0243
 PX0243;                    North         East    Units  Estimated Accuracy
 PX0243;SPC WYEC     -   591,470.      298,610.      MT  (+/- 180 meters Scaled)
 PX0243
 PX0243                          SUPERSEDED SURVEY CONTROL
 PX0243
 PX0243  NGVD 29 (06/08/92) 1264.911  (m)         4149.96   (f) ADJUSTED    1 2
 PX0243
 PX0243.Superseded values are not recommended for survey control.
 PX0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0243.See file dsdata.txt to determine how the superseded data were derived.
 PX0243
 PX0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ880765(NAD 83)
 PX0243_MARKER: I = METAL ROD
 PX0243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0243_SP_SET: STAINLESS STEEL ROD
 PX0243_STAMPING: F 328 1982
 PX0243_MARK LOGO: NGS   
 PX0243_PROJECTION: FLUSH
 PX0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0243_ROD/PIPE-DEPTH: 3.7  meters
 PX0243
 PX0243  HISTORY     - Date     Condition        Report By
 PX0243  HISTORY     - 1982     MONUMENTED       NGS
 PX0243
 PX0243                          STATION DESCRIPTION
 PX0243
 PX0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0243'23.3 KM (14.45 MI) NW FROM LOVELL.
 PX0243'23.3 KM (14.45 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0243'JUNCTION WITH NEVADA STREET IN LOVELL, 0.4 KM (0.25 MI) NORTHWEST OF
 PX0243'MILEPOST 251, AT A UTILITY LINE CROSSING, 85.0 METERS (278.9 FT)
 PX0243'NORTHWEST OF THE BURLINGTON NORTHERN RAILROAD MILEPOST 455, 23.7
 PX0243'METERS (77.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.0
 PX0243'METERS (55.8 FT) NORTHEAST OF THE NEAR RAIL AND 1.8 METERS (5.9 FT)
 PX0243'SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 PX0243'THROUGH A 5-INCH LOGO CAP.
 PX0243'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 PX0243'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0273 ***********************************************************************
 PX0273  DESIGNATION -  F 329
 PX0273  PID         -  PX0273
 PX0273  STATE/COUNTY-  WY/BIG HORN
 PX0273  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0273
 PX0273                         *CURRENT SURVEY CONTROL
 PX0273  ___________________________________________________________________
 PX0273* NAD 83(1986)-  44 38 43.     (N)    108 15 50.     (W)     SCALED    
 PX0273* NAVD 88     -      1340.877  (meters)    4399.19   (feet)  ADJUSTED  
 PX0273  ___________________________________________________________________
 PX0273  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 PX0273  DYNAMIC HT  -        1340.306 (meters)    4397.32  (feet)  COMP
 PX0273  MODELED GRAV-     980,145.0   (mgal)                       NAVD 88
 PX0273
 PX0273  VERT ORDER  -  FIRST     CLASS II
 PX0273
 PX0273.The horizontal coordinates were scaled from a topographic map and have
 PX0273.an estimated accuracy of +/- 6 seconds.
 PX0273
 PX0273.The orthometric height was determined by differential leveling
 PX0273.and adjusted by the National Geodetic Survey in June 1991..
 PX0273
 PX0273.The geoid height was determined by GEOID03.
 PX0273
 PX0273.The dynamic height is computed by dividing the NAVD 88
 PX0273.geopotential number by the normal gravity value computed on the
 PX0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0273.degrees latitude (g = 980.6199 gals.).
 PX0273
 PX0273.The modeled gravity was interpolated from observed gravity values.
 PX0273
 PX0273;                    North         East    Units  Estimated Accuracy
 PX0273;SPC WYEC     -   560,870.      326,180.      MT  (+/- 180 meters Scaled)
 PX0273
 PX0273                          SUPERSEDED SURVEY CONTROL
 PX0273
 PX0273  NGVD 29 (06/08/92) 1340.022  (m)         4396.39   (f) ADJUSTED    1 2
 PX0273
 PX0273.Superseded values are not recommended for survey control.
 PX0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0273.See file dsdata.txt to determine how the superseded data were derived.
 PX0273
 PX0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ169471(NAD 83)
 PX0273_MARKER: I = METAL ROD
 PX0273_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0273_SP_SET: STAINLESS STEEL ROD
 PX0273_STAMPING: F 329 1982
 PX0273_MARK LOGO: NGS   
 PX0273_PROJECTION: FLUSH
 PX0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0273_ROD/PIPE-DEPTH: 8.5  meters
 PX0273
 PX0273  HISTORY     - Date     Condition        Report By
 PX0273  HISTORY     - 1982     MONUMENTED       NGS
 PX0273
 PX0273                          STATION DESCRIPTION
 PX0273
 PX0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0273'25.1 KM (15.6 MI) SE FROM LOVELL.
 PX0273'25.1 KM (15.6 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0273'JUNCTION WITH NEVADA STREET IN LOVELL, 0.6 KM (0.35 MI) SOUTHEAST OF
 PX0273'MILEPOST 221, 44.8 METERS (147.0 FT) SOUTHWEST OF THE CENTERLINE OF
 PX0273'THE HIGHWAY AND 10.6 METERS (34.8 FT) NORTHWEST OF THE CENTER OF A
 PX0273'PAVED ROAD AND CATTLE GUARD.  NOTE=ACCESS TO THE DATUM POINT IS
 PX0273'THROUGH A 5-INCH LOGO CAP.
 PX0273'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PX0273'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0024 ***********************************************************************
 OV0024  DESIGNATION -  F 33
 OV0024  PID         -  OV0024
 OV0024  STATE/COUNTY-  WY/NATRONA
 OV0024  USGS QUAD   -  SALT CREEK (1978)
 OV0024
 OV0024                         *CURRENT SURVEY CONTROL
 OV0024  ___________________________________________________________________
 OV0024* NAD 83(1986)-  43 20 21.     (N)    106 15 45.     (W)     SCALED    
 OV0024* NAVD 88     -      1575.420  (meters)    5168.69   (feet)  ADJUSTED  
 OV0024  ___________________________________________________________________
 OV0024  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 OV0024  DYNAMIC HT  -        1574.533 (meters)    5165.78  (feet)  COMP
 OV0024  MODELED GRAV-     980,000.5   (mgal)                       NAVD 88
 OV0024
 OV0024  VERT ORDER  -  FIRST     CLASS II
 OV0024
 OV0024.The horizontal coordinates were scaled from a topographic map and have
 OV0024.an estimated accuracy of +/- 6 seconds.
 OV0024
 OV0024.The orthometric height was determined by differential leveling
 OV0024.and adjusted by the National Geodetic Survey in June 1991..
 OV0024
 OV0024.The geoid height was determined by GEOID03.
 OV0024
 OV0024.The dynamic height is computed by dividing the NAVD 88
 OV0024.geopotential number by the normal gravity value computed on the
 OV0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0024.degrees latitude (g = 980.6199 gals.).
 OV0024
 OV0024.The modeled gravity was interpolated from observed gravity values.
 OV0024
 OV0024;                    North         East    Units  Estimated Accuracy
 OV0024;SPC WYEC     -   415,890.      486,830.      MT  (+/- 180 meters Scaled)
 OV0024
 OV0024                          SUPERSEDED SURVEY CONTROL
 OV0024
 OV0024  NGVD 29 (??/??/92) 1574.596  (m)         5165.99   (f) ADJ UNCH    1 2
 OV0024
 OV0024.Superseded values are not recommended for survey control.
 OV0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0024.See file dsdata.txt to determine how the superseded data were derived.
 OV0024
 OV0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH976992(NAD 83)
 OV0024_MARKER: DB = BENCH MARK DISK
 OV0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0024_STAMPING: F 33 1933
 OV0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0024+STABILITY: SURFACE MOTION
 OV0024
 OV0024  HISTORY     - Date     Condition        Report By
 OV0024  HISTORY     - 1933     MONUMENTED       CGS
 OV0024  HISTORY     - 1968     MARK NOT FOUND   USGS
 OV0024  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0024
 OV0024                          STATION DESCRIPTION
 OV0024
 OV0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0024'5.9 MI S FROM MIDWEST.
 OV0024'5.9 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE AMERICAN LEGION SQUARE
 OV0024'AT MIDWEST, NATRONA COUNTY, AT THE TOP OF A HILL THAT RISES FROM BOTH
 OV0024'THE NORTH AND THE SOUTH, 54 FEET NORTHEAST OF THE CENTER LINE OF THE
 OV0024'HIGHWAY, AND 42 FEET EAST OF THE CENTER LINE OF A ROAD.  A STANDARD
 OV0024'DISK, STAMPED F 33 1933 AND SET IN THE TOP OF A CONCRETE POST
 OV0024'PROJECTING 6 INCHES ABOVE GROUND.
 OV0024
 OV0024                          STATION RECOVERY (1968)
 OV0024
 OV0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0024'MARK NOT FOUND.
 OV0024
 OV0024                          STATION RECOVERY (1985)
 OV0024
 OV0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0024'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0223 ***********************************************************************
 OW0223  DESIGNATION -  F 330
 OW0223  PID         -  OW0223
 OW0223  STATE/COUNTY-  WY/FREMONT
 OW0223  USGS QUAD   -  BOYSEN (1978)
 OW0223
 OW0223                         *CURRENT SURVEY CONTROL
 OW0223  ___________________________________________________________________
 OW0223* NAD 83(1986)-  43 23 15.     (N)    108 08 59.     (W)     SCALED    
 OW0223* NAVD 88     -      1455.513  (meters)    4775.30   (feet)  ADJUSTED  
 OW0223  ___________________________________________________________________
 OW0223  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 OW0223  DYNAMIC HT  -        1454.631 (meters)    4772.40  (feet)  COMP
 OW0223  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 OW0223  OBS GRAVITY -     979,967.6   (mgal)                       GRAV_OBS
 OW0223
 OW0223  VERT ORDER  -  FIRST     CLASS II
 OW0223
 OW0223.The horizontal coordinates were scaled from a topographic map and have
 OW0223.an estimated accuracy of +/- 6 seconds.
 OW0223
 OW0223.The orthometric height was determined by differential leveling
 OW0223.and adjusted by the National Geodetic Survey in June 1991..
 OW0223
 OW0223.The geoid height was determined by GEOID03.
 OW0223
 OW0223.The dynamic height is computed by dividing the NAVD 88
 OW0223.geopotential number by the normal gravity value computed on the
 OW0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0223.degrees latitude (g = 980.6199 gals.).
 OW0223
 OW0223.The modeled gravity was interpolated from observed gravity values.
 OW0223.The observed gravity was obtained from relative gravimeter ties
 OW0223.to the IGSN71 gravity network.
 OW0223
 OW0223;                    North         East    Units  Estimated Accuracy
 OW0223;SPC WYWC     -   320,880.      648,640.      MT  (+/- 180 meters Scaled)
 OW0223
 OW0223                          SUPERSEDED SURVEY CONTROL
 OW0223
 OW0223  NGVD 29 (06/08/92) 1454.568  (m)         4772.20   (f) ADJUSTED    1 2
 OW0223
 OW0223.Superseded values are not recommended for survey control.
 OW0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0223.See file dsdata.txt to determine how the superseded data were derived.
 OW0223
 OW0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP308077(NAD 83)
 OW0223_MARKER: I = METAL ROD
 OW0223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0223_SP_SET: STAINLESS STEEL ROD
 OW0223_STAMPING: F 330 1982
 OW0223_MARK LOGO: NGS   
 OW0223_PROJECTION: FLUSH
 OW0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0223_ROD/PIPE-DEPTH: 3.3  meters
 OW0223
 OW0223  HISTORY     - Date     Condition        Report By
 OW0223  HISTORY     - 1982     MONUMENTED       NGS
 OW0223
 OW0223                          STATION DESCRIPTION
 OW0223
 OW0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0223'18.5 KM (11.5 MI) NORTH FROM SHOSHONI.
 OW0223'18.5 KM (11.5 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0223'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.7 KM (0.45 MI) NORTH OF MILEPOST
 OW0223'112 AND 30.2 METERS (99.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 OW0223'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0223'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 OW0223'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0219 ***********************************************************************
 OV0219  DESIGNATION -  F 331
 OV0219  PID         -  OV0219
 OV0219  STATE/COUNTY-  WY/FREMONT
 OV0219  USGS QUAD   -  MONETA (1952)
 OV0219
 OV0219                         *CURRENT SURVEY CONTROL
 OV0219  ___________________________________________________________________
 OV0219* NAD 83(1986)-  43 12 44.     (N)    107 41 27.     (W)     SCALED    
 OV0219* NAVD 88     -      1703.449  (meters)    5588.73   (feet)  ADJUSTED  
 OV0219  ___________________________________________________________________
 OV0219  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 OV0219  DYNAMIC HT  -        1702.312 (meters)    5585.00  (feet)  COMP
 OV0219  MODELED GRAV-     979,893.3   (mgal)                       NAVD 88
 OV0219
 OV0219  VERT ORDER  -  FIRST     CLASS II
 OV0219
 OV0219.The horizontal coordinates were scaled from a topographic map and have
 OV0219.an estimated accuracy of +/- 6 seconds.
 OV0219
 OV0219.The orthometric height was determined by differential leveling
 OV0219.and adjusted by the National Geodetic Survey in June 1991..
 OV0219
 OV0219.The geoid height was determined by GEOID03.
 OV0219
 OV0219.The dynamic height is computed by dividing the NAVD 88
 OV0219.geopotential number by the normal gravity value computed on the
 OV0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0219.degrees latitude (g = 980.6199 gals.).
 OV0219
 OV0219.The modeled gravity was interpolated from observed gravity values.
 OV0219
 OV0219;                    North         East    Units  Estimated Accuracy
 OV0219;SPC WYWC     -   301,770.      686,060.      MT  (+/- 180 meters Scaled)
 OV0219
 OV0219                          SUPERSEDED SURVEY CONTROL
 OV0219
 OV0219  NGVD 29 (06/08/92) 1702.421  (m)         5585.36   (f) ADJUSTED    1 2
 OV0219
 OV0219.Superseded values are not recommended for survey control.
 OV0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0219.See file dsdata.txt to determine how the superseded data were derived.
 OV0219
 OV0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH814878(NAD 83)
 OV0219_MARKER: I = METAL ROD
 OV0219_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0219+WITH SETTING: INFORMATION.
 OV0219_SP_SET: SHALLOW SET METAL ROD
 OV0219_STAMPING: F 331 1982
 OV0219_MARK LOGO: NGS   
 OV0219_PROJECTION: FLUSH
 OV0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0219_ROD/PIPE-DEPTH: 2.1  meters
 OV0219
 OV0219  HISTORY     - Date     Condition        Report By
 OV0219  HISTORY     - 1982     MONUMENTED       NGS
 OV0219
 OV0219                          STATION DESCRIPTION
 OV0219
 OV0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0219'39.5 KM (24.55 MI) EAST FROM SHOSHONI.
 OV0219'33.2 KM (20.6 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0219'WITH U. S. HIGHWAY 26 IN SHOSHONI, THENCE 6.3 KM (3.9 MI)
 OV0219'NORTHEASTERLY ALONG THE MONETA-LYSITE ROAD, AT A UTILITY LINE
 OV0219'CROSSING, 20.8 METERS (68.2 FT) SOUTHEAST OF THE CENTERLINE OF THE
 OV0219'ROAD AND 2.4 METERS (7.9 FT) NORTH OF A UTILITY POLE.  NOTE=REFUSAL
 OV0219'WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OV0219'LOGO CAP.
 OV0219'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 OV0219'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0245 ***********************************************************************
 OV0245  DESIGNATION -  F 332
 OV0245  PID         -  OV0245
 OV0245  STATE/COUNTY-  WY/NATRONA
 OV0245  USGS QUAD   -  HILAND (1952)
 OV0245
 OV0245                         *CURRENT SURVEY CONTROL
 OV0245  ___________________________________________________________________
 OV0245* NAD 83(1986)-  43 04 33.     (N)    107 15 50.     (W)     SCALED    
 OV0245* NAVD 88     -      1890.536  (meters)    6202.53   (feet)  ADJUSTED  
 OV0245  ___________________________________________________________________
 OV0245  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 OV0245  DYNAMIC HT  -        1889.203 (meters)    6198.16  (feet)  COMP
 OV0245  MODELED GRAV-     979,848.7   (mgal)                       NAVD 88
 OV0245
 OV0245  VERT ORDER  -  FIRST     CLASS II
 OV0245
 OV0245.The horizontal coordinates were scaled from a topographic map and have
 OV0245.an estimated accuracy of +/- 6 seconds.
 OV0245
 OV0245.The orthometric height was determined by differential leveling
 OV0245.and adjusted by the National Geodetic Survey in June 1991..
 OV0245
 OV0245.The geoid height was determined by GEOID03.
 OV0245
 OV0245.The dynamic height is computed by dividing the NAVD 88
 OV0245.geopotential number by the normal gravity value computed on the
 OV0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0245.degrees latitude (g = 980.6199 gals.).
 OV0245
 OV0245.The modeled gravity was interpolated from observed gravity values.
 OV0245
 OV0245;                    North         East    Units  Estimated Accuracy
 OV0245;SPC WYEC     -   386,080.      405,660.      MT  (+/- 180 meters Scaled)
 OV0245
 OV0245                          SUPERSEDED SURVEY CONTROL
 OV0245
 OV0245  NGVD 29 (06/08/92) 1889.490  (m)         6199.10   (f) ADJUSTED    1 2
 OV0245
 OV0245.Superseded values are not recommended for survey control.
 OV0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0245.See file dsdata.txt to determine how the superseded data were derived.
 OV0245
 OV0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH156717(NAD 83)
 OV0245_MARKER: I = METAL ROD
 OV0245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0245_SP_SET: STAINLESS STEEL ROD
 OV0245_STAMPING: F 332 1982
 OV0245_MARK LOGO: NGS   
 OV0245_PROJECTION: FLUSH
 OV0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0245_ROD/PIPE-DEPTH: 4.0  meters
 OV0245
 OV0245  HISTORY     - Date     Condition        Report By
 OV0245  HISTORY     - 1982     MONUMENTED       NGS
 OV0245
 OV0245                          STATION DESCRIPTION
 OV0245
 OV0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0245'5.6 KM (3.5 MI) WEST FROM WALTMAN.
 OV0245'5.6 KM (3.5 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OV0245'COUNTY ROADS 104 AND 212 IN WALTMAN, 91.1 METERS (298.9 FT) NORTH OF
 OV0245'THE CENTERLINE OF THE HIGHWAY AND 9.0 METERS (29.5 FT) WEST OF THE
 OV0245'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 OV0245'A 5-INCH LOGO CAP.
 OV0245'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OV0245'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0301 ***********************************************************************
 PX0301  DESIGNATION -  F 333
 PX0301  PID         -  PX0301
 PX0301  STATE/COUNTY-  WY/BIG HORN
 PX0301  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0301
 PX0301                         *CURRENT SURVEY CONTROL
 PX0301  ___________________________________________________________________
 PX0301* NAD 83(1986)-  44 18 21.     (N)    108 02 37.     (W)     SCALED    
 PX0301* NAVD 88     -      1206.271  (meters)    3957.57   (feet)  ADJUSTED  
 PX0301  ___________________________________________________________________
 PX0301  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 PX0301  DYNAMIC HT  -        1205.736 (meters)    3955.82  (feet)  COMP
 PX0301  MODELED GRAV-     980,133.9   (mgal)                       NAVD 88
 PX0301
 PX0301  VERT ORDER  -  FIRST     CLASS II
 PX0301
 PX0301.The horizontal coordinates were scaled from a topographic map and have
 PX0301.an estimated accuracy of +/- 6 seconds.
 PX0301
 PX0301.The orthometric height was determined by differential leveling
 PX0301.and adjusted by the National Geodetic Survey in June 1991..
 PX0301
 PX0301.The geoid height was determined by GEOID03.
 PX0301
 PX0301.The dynamic height is computed by dividing the NAVD 88
 PX0301.geopotential number by the normal gravity value computed on the
 PX0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0301.degrees latitude (g = 980.6199 gals.).
 PX0301
 PX0301.The modeled gravity was interpolated from observed gravity values.
 PX0301
 PX0301;                    North         East    Units  Estimated Accuracy
 PX0301;SPC WYEC     -   522,980.      343,330.      MT  (+/- 180 meters Scaled)
 PX0301
 PX0301                          SUPERSEDED SURVEY CONTROL
 PX0301
 PX0301  NGVD 29 (06/08/92) 1205.454  (m)         3954.89   (f) ADJUSTED    1 2
 PX0301
 PX0301.Superseded values are not recommended for survey control.
 PX0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0301.See file dsdata.txt to determine how the superseded data were derived.
 PX0301
 PX0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ358100(NAD 83)
 PX0301_MARKER: DB = BENCH MARK DISK
 PX0301_SETTING: 66 = SET IN ROCK OUTCROP
 PX0301_SP_SET: ROCK OUTCROP
 PX0301_STAMPING: F 333 1982
 PX0301_MARK LOGO: NGS   
 PX0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0301+STABILITY: POSITION/ELEVATION WELL
 PX0301
 PX0301  HISTORY     - Date     Condition        Report By
 PX0301  HISTORY     - 1982     MONUMENTED       NGS
 PX0301
 PX0301                          STATION DESCRIPTION
 PX0301
 PX0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0301'40.1 KM (24.9 MI) NORTH FROM WORLAND.
 PX0301'40.1 KM (24.9 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PX0301'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, IN THE CENTER
 PX0301'OF A 20 BY 40 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI)
 PX0301'NORTH OF MILEPOST 191, 32.7 METERS (107.3 FT) WEST OF THE CENTERLINE
 PX0301'OF THE HIGHWAY, 17.3 METERS (56.8 FT) NORTH OF THE CENTER OF A FIELD
 PX0301'ENTRANCE AND 13.0 METERS (42.7 FT) EAST OF A FENCE.
 PX0301'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0255 ***********************************************************************
 OV0255  DESIGNATION -  F 334
 OV0255  PID         -  OV0255
 OV0255  STATE/COUNTY-  WY/NATRONA
 OV0255  USGS QUAD   -  HELLS HALF ACRE (1968)
 OV0255
 OV0255                         *CURRENT SURVEY CONTROL
 OV0255  ___________________________________________________________________
 OV0255* NAD 83(1986)-  43 02 24.     (N)    107 03 12.     (W)     SCALED    
 OV0255* NAVD 88     -      1788.738  (meters)    5868.55   (feet)  ADJUSTED  
 OV0255  ___________________________________________________________________
 OV0255  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 OV0255  DYNAMIC HT  -        1787.518 (meters)    5864.55  (feet)  COMP
 OV0255  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 OV0255
 OV0255  VERT ORDER  -  FIRST     CLASS II
 OV0255
 OV0255.The horizontal coordinates were scaled from a topographic map and have
 OV0255.an estimated accuracy of +/- 6 seconds.
 OV0255
 OV0255.The orthometric height was determined by differential leveling
 OV0255.and adjusted by the National Geodetic Survey in June 1991..
 OV0255
 OV0255.The geoid height was determined by GEOID03.
 OV0255
 OV0255.The dynamic height is computed by dividing the NAVD 88
 OV0255.geopotential number by the normal gravity value computed on the
 OV0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0255.degrees latitude (g = 980.6199 gals.).
 OV0255
 OV0255.The modeled gravity was interpolated from observed gravity values.
 OV0255
 OV0255;                    North         East    Units  Estimated Accuracy
 OV0255;SPC WYEC     -   382,140.      422,820.      MT  (+/- 180 meters Scaled)
 OV0255
 OV0255                          SUPERSEDED SURVEY CONTROL
 OV0255
 OV0255  NGVD 29 (06/08/92) 1787.737  (m)         5865.27   (f) ADJUSTED    1 2
 OV0255
 OV0255.Superseded values are not recommended for survey control.
 OV0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0255.See file dsdata.txt to determine how the superseded data were derived.
 OV0255
 OV0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH327673(NAD 83)
 OV0255_MARKER: DB = BENCH MARK DISK
 OV0255_SETTING: 66 = SET IN ROCK OUTCROP
 OV0255_SP_SET: ROCK OUTCROP
 OV0255_STAMPING: F 334 1982
 OV0255_MARK LOGO: NGS   
 OV0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0255
 OV0255  HISTORY     - Date     Condition        Report By
 OV0255  HISTORY     - 1982     MONUMENTED       NGS
 OV0255
 OV0255                          STATION DESCRIPTION
 OV0255
 OV0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0255'12.2 KM (7.6 MI) EAST FROM WALTMAN.
 OV0255'12.2 KM (7.6 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0255'WITH COUNTY ROAD 104 AND 212 IN WALTMAN, IN THE CENTER OF THE
 OV0255'NORTHWESTERN 1/4 OF A 10 BY 50 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 OV0255'0.2 KM (0.1 MI) WEST OF MILEPOST 43 AND 34.5 METERS (113.2 FT) SOUTH
 OV0255'OF THE CENTERLINE OF THE HIGHWAY.
 OV0255'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 OV0255'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0234 ***********************************************************************
 NR0234  DESIGNATION -  F 335
 NR0234  PID         -  NR0234
 NR0234  STATE/COUNTY-  WY/NATRONA
 NR0234  USGS QUAD   -  CASPER (1984)
 NR0234
 NR0234                         *CURRENT SURVEY CONTROL
 NR0234  ___________________________________________________________________
 NR0234* NAD 83(1986)-  42 51 24.     (N)    106 18 43.     (W)     SCALED    
 NR0234* NAVD 88     -      1562.454  (meters)    5126.15   (feet)  ADJUSTED  
 NR0234  ___________________________________________________________________
 NR0234  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0234  DYNAMIC HT  -        1561.485 (meters)    5122.97  (feet)  COMP
 NR0234  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 NR0234
 NR0234  VERT ORDER  -  FIRST     CLASS II
 NR0234
 NR0234.The horizontal coordinates were scaled from a topographic map and have
 NR0234.an estimated accuracy of +/- 6 seconds.
 NR0234
 NR0234.The orthometric height was determined by differential leveling
 NR0234.and adjusted by the National Geodetic Survey in June 1991..
 NR0234
 NR0234.The geoid height was determined by GEOID03.
 NR0234
 NR0234.The dynamic height is computed by dividing the NAVD 88
 NR0234.geopotential number by the normal gravity value computed on the
 NR0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0234.degrees latitude (g = 980.6199 gals.).
 NR0234
 NR0234.The modeled gravity was interpolated from observed gravity values.
 NR0234
 NR0234;                    North         East    Units  Estimated Accuracy
 NR0234;SPC WYEC     -   362,240.      483,470.      MT  (+/- 180 meters Scaled)
 NR0234
 NR0234                          SUPERSEDED SURVEY CONTROL
 NR0234
 NR0234  NGVD 29 (06/08/92) 1561.584  (m)         5123.30   (f) ADJUSTED    1 2
 NR0234
 NR0234.Superseded values are not recommended for survey control.
 NR0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0234.See file dsdata.txt to determine how the superseded data were derived.
 NR0234
 NR0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH928457(NAD 83)
 NR0234_MARKER: DB = BENCH MARK DISK
 NR0234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0234_SP_SET: BRIDGE ABUTMENT
 NR0234_STAMPING: F 335 1982
 NR0234_MARK LOGO: NGS   
 NR0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0234+STABILITY: POSITION/ELEVATION WELL
 NR0234
 NR0234  HISTORY     - Date     Condition        Report By
 NR0234  HISTORY     - 1982     MONUMENTED       NGS
 NR0234  HISTORY     - 1982     GOOD             NGS
 NR0234  HISTORY     - 1985     GOOD             NGS
 NR0234
 NR0234                          STATION DESCRIPTION
 NR0234
 NR0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0234'IN CASPER.
 NR0234'IN CASPER, AT THE JUNCTION OF INTERSTATE HIGHWAY 25 AND MCKINLEY
 NR0234'STREET, IN TOP OF AND 1.3 METERS (4.3 FT) NORTH OF THE SOUTH END OF
 NR0234'THE EAST CONCRETE ABUTMENT OF THE EAST BOUND HIGHWAY OVERPASS OF THE
 NR0234'STREET AND 5.3 METERS (17.4 FT) SOUTH OF THE CENTERLINE OF THE EAST
 NR0234'BOUND LANES OF THE HIGHWAY.
 NR0234
 NR0234                          STATION RECOVERY (1982)
 NR0234
 NR0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0234'RECOVERED IN GOOD CONDITION.
 NR0234
 NR0234                          STATION RECOVERY (1985)
 NR0234
 NR0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NR0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0296 ***********************************************************************
 NR0296  DESIGNATION -  F 336
 NR0296  PID         -  NR0296
 NR0296  STATE/COUNTY-  WY/CARBON
 NR0296  USGS QUAD   -  BUCKLIN RESERVOIRS (1981)
 NR0296
 NR0296                         *CURRENT SURVEY CONTROL
 NR0296  ___________________________________________________________________
 NR0296* NAD 83(1986)-  42 22 41.     (N)    107 25 01.     (W)     SCALED    
 NR0296* NAVD 88     -      1885.784  (meters)    6186.94   (feet)  ADJUSTED  
 NR0296  ___________________________________________________________________
 NR0296  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 NR0296  DYNAMIC HT  -        1884.365 (meters)    6182.29  (feet)  COMP
 NR0296  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 NR0296
 NR0296  VERT ORDER  -  FIRST     CLASS II
 NR0296
 NR0296.The horizontal coordinates were scaled from a topographic map and have
 NR0296.an estimated accuracy of +/- 6 seconds.
 NR0296
 NR0296.The orthometric height was determined by differential leveling
 NR0296.and adjusted by the National Geodetic Survey in June 1991..
 NR0296
 NR0296.The geoid height was determined by GEOID03.
 NR0296
 NR0296.The dynamic height is computed by dividing the NAVD 88
 NR0296.geopotential number by the normal gravity value computed on the
 NR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0296.degrees latitude (g = 980.6199 gals.).
 NR0296
 NR0296.The modeled gravity was interpolated from observed gravity values.
 NR0296
 NR0296;                    North         East    Units  Estimated Accuracy
 NR0296;SPC WYEC     -   308,570.      393,110.      MT  (+/- 180 meters Scaled)
 NR0296
 NR0296                          SUPERSEDED SURVEY CONTROL
 NR0296
 NR0296  NGVD 29 (06/08/92) 1884.727  (m)         6183.48   (f) ADJUSTED    1 2
 NR0296
 NR0296.Superseded values are not recommended for survey control.
 NR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0296.See file dsdata.txt to determine how the superseded data were derived.
 NR0296
 NR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG010945(NAD 83)
 NR0296_MARKER: I = METAL ROD
 NR0296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0296_SP_SET: STAINLESS STEEL ROD
 NR0296_STAMPING: F 336 1982
 NR0296_MARK LOGO: NGS   
 NR0296_PROJECTION: FLUSH
 NR0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0296_ROD/PIPE-DEPTH: 4.6  meters
 NR0296
 NR0296  HISTORY     - Date     Condition        Report By
 NR0296  HISTORY     - 1982     MONUMENTED       NGS
 NR0296
 NR0296                          STATION DESCRIPTION
 NR0296
 NR0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0296'2.7 KM (1.7 MI) NE FROM MUDDY GAP.
 NR0296'2.7 KM (1.7 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0296'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0296'29.6 METERS (97.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 NR0296'22.7 METERS (74.5 FT) SOUTHEAST OF MILEPOST 46.  NOTE, ACCESS TO THE
 NR0296'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0296'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NR0296'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0316 ***********************************************************************
 NR0316  DESIGNATION -  F 337
 NR0316  PID         -  NR0316
 NR0316  STATE/COUNTY-  WY/CARBON
 NR0316  USGS QUAD   -  SEPARATION RIM (1981)
 NR0316
 NR0316                         *CURRENT SURVEY CONTROL
 NR0316  ___________________________________________________________________
 NR0316* NAD 83(1986)-  42 03 06.     (N)    107 23 11.     (W)     SCALED    
 NR0316* NAVD 88     -      1983.513  (meters)    6507.58   (feet)  ADJUSTED  
 NR0316  ___________________________________________________________________
 NR0316  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 NR0316  DYNAMIC HT  -        1981.886 (meters)    6502.24  (feet)  COMP
 NR0316  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 NR0316
 NR0316  VERT ORDER  -  FIRST     CLASS II
 NR0316
 NR0316.The horizontal coordinates were scaled from a topographic map and have
 NR0316.an estimated accuracy of +/- 6 seconds.
 NR0316
 NR0316.The orthometric height was determined by differential leveling
 NR0316.and adjusted by the National Geodetic Survey in June 1991..
 NR0316
 NR0316.The geoid height was determined by GEOID03.
 NR0316
 NR0316.The dynamic height is computed by dividing the NAVD 88
 NR0316.geopotential number by the normal gravity value computed on the
 NR0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0316.degrees latitude (g = 980.6199 gals.).
 NR0316
 NR0316.The modeled gravity was interpolated from observed gravity values.
 NR0316
 NR0316;                    North         East    Units  Estimated Accuracy
 NR0316;SPC WYEC     -   272,320.      395,610.      MT  (+/- 180 meters Scaled)
 NR0316
 NR0316                          SUPERSEDED SURVEY CONTROL
 NR0316
 NR0316  NGVD 29 (06/08/92) 1982.380  (m)         6503.86   (f) ADJUSTED    1 2
 NR0316
 NR0316.Superseded values are not recommended for survey control.
 NR0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0316.See file dsdata.txt to determine how the superseded data were derived.
 NR0316
 NR0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG025582(NAD 83)
 NR0316_MARKER: I = METAL ROD
 NR0316_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0316_SP_SET: STAINLESS STEEL ROD
 NR0316_STAMPING: F 337 1982
 NR0316_MARK LOGO: NGS   
 NR0316_PROJECTION: FLUSH
 NR0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0316_ROD/PIPE-DEPTH: 17.1 meters
 NR0316
 NR0316  HISTORY     - Date     Condition        Report By
 NR0316  HISTORY     - 1982     MONUMENTED       NGS
 NR0316
 NR0316                          STATION DESCRIPTION
 NR0316
 NR0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0316'33.3 KM (20.7 MI) NORTH FROM RAWLINS.
 NR0316'33.3 KM (20.7 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0316'WITH U.S. HIGHWAY 30 IN RAWLINS, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 21
 NR0316'AND 52.7 METERS (172.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 NR0316'NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0316'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 NR0316'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0265 ***********************************************************************
 NR0265  DESIGNATION -  F 338
 NR0265  PID         -  NR0265
 NR0265  STATE/COUNTY-  WY/NATRONA
 NR0265  USGS QUAD   -  BENTON BASIN (1984)
 NR0265
 NR0265                         *CURRENT SURVEY CONTROL
 NR0265  ___________________________________________________________________
 NR0265* NAD 83(1986)-  42 33 41.     (N)    106 45 39.     (W)     SCALED    
 NR0265* NAVD 88     -      1732.438  (meters)    5683.84   (feet)  ADJUSTED  
 NR0265  ___________________________________________________________________
 NR0265  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 NR0265  DYNAMIC HT  -        1731.282 (meters)    5680.05  (feet)  COMP
 NR0265  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 NR0265
 NR0265  VERT ORDER  -  FIRST     CLASS II
 NR0265
 NR0265.The horizontal coordinates were scaled from a topographic map and have
 NR0265.an estimated accuracy of +/- 6 seconds.
 NR0265
 NR0265.The orthometric height was determined by differential leveling
 NR0265.and adjusted by the National Geodetic Survey in June 1991..
 NR0265
 NR0265.The geoid height was determined by GEOID03.
 NR0265
 NR0265.The dynamic height is computed by dividing the NAVD 88
 NR0265.geopotential number by the normal gravity value computed on the
 NR0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0265.degrees latitude (g = 980.6199 gals.).
 NR0265
 NR0265.The modeled gravity was interpolated from observed gravity values.
 NR0265
 NR0265;                    North         East    Units  Estimated Accuracy
 NR0265;SPC WYEC     -   329,090.      447,010.      MT  (+/- 180 meters Scaled)
 NR0265
 NR0265                          SUPERSEDED SURVEY CONTROL
 NR0265
 NR0265  NGVD 29 (06/08/92) 1731.527  (m)         5680.85   (f) ADJUSTED    1 2
 NR0265
 NR0265.Superseded values are not recommended for survey control.
 NR0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0265.See file dsdata.txt to determine how the superseded data were derived.
 NR0265
 NR0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH554136(NAD 83)
 NR0265_MARKER: DB = BENCH MARK DISK
 NR0265_SETTING: 66 = SET IN ROCK OUTCROP
 NR0265_SP_SET: ROCK OUTCROP
 NR0265_STAMPING: F 338 1982
 NR0265_MARK LOGO: NGS   
 NR0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0265+STABILITY: POSITION/ELEVATION WELL
 NR0265
 NR0265  HISTORY     - Date     Condition        Report By
 NR0265  HISTORY     - 1982     MONUMENTED       NGS
 NR0265
 NR0265                          STATION DESCRIPTION
 NR0265
 NR0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0265'46.1 KM (28.65 MI) SW FROM CASPER.
 NR0265'46.1 KM (28.65 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0265'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN THE CENTER OF A 4 BY 4
 NR0265'FT. EXPOSED AREA OF OUTCROPPING BEDROCK, 62.8 METERS (206.0 FT) SOUTH
 NR0265'OF THE CENTER OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 14.8 METERS
 NR0265'(48.6 FT) SOUTH-SOUTHWEST OF THE SOUTH LEG OF AN INFORMATION SIGN
 NR0265'(ALCOVA LAKE PARK) AND 13.7 METERS (44.9 FT) WEST OF THE CENTER A
 NR0265'PAVED ROAD LEADING SOUTH TO THE PARK.
 NR0265'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 NR0265'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0710 ***********************************************************************
 PY0710  DESIGNATION -  F 339
 PY0710  PID         -  PY0710
 PY0710  STATE/COUNTY-  WY/TETON
 PY0710  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0710
 PY0710                         *CURRENT SURVEY CONTROL
 PY0710  ___________________________________________________________________
 PY0710* NAD 83(1986)-  44 37 43.     (N)    110 51 29.     (W)     SCALED    
 PY0710* NAVD 88     -      2149.825  (meters)    7053.22   (feet)  ADJUSTED  
 PY0710  ___________________________________________________________________
 PY0710  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 PY0710  DYNAMIC HT  -        2148.529 (meters)    7048.97  (feet)  COMP
 PY0710  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 PY0710
 PY0710  VERT ORDER  -  FIRST     CLASS II
 PY0710
 PY0710.The horizontal coordinates were scaled from a topographic map and have
 PY0710.an estimated accuracy of +/- 6 seconds.
 PY0710
 PY0710.The orthometric height was determined by differential leveling
 PY0710.and adjusted by the National Geodetic Survey in June 1991..
 PY0710
 PY0710.The geoid height was determined by GEOID03.
 PY0710
 PY0710.The dynamic height is computed by dividing the NAVD 88
 PY0710.geopotential number by the normal gravity value computed on the
 PY0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0710.degrees latitude (g = 980.6199 gals.).
 PY0710
 PY0710.The modeled gravity was interpolated from observed gravity values.
 PY0710
 PY0710;                    North         East    Units  Estimated Accuracy
 PY0710;SPC WY W     -   558,890.      738,530.      MT  (+/- 180 meters Scaled)
 PY0710
 PY0710                          SUPERSEDED SURVEY CONTROL
 PY0710
 PY0710  NGVD 29 (08/20/92) 2148.526  (m)         7048.96   (f) ADJUSTED    1 2
 PY0710
 PY0710.Superseded values are not recommended for survey control.
 PY0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0710.See file dsdata.txt to determine how the superseded data were derived.
 PY0710
 PY0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ112417(NAD 83)
 PY0710_MARKER: DB = BENCH MARK DISK
 PY0710_SETTING: 66 = SET IN ROCK OUTCROP
 PY0710_SP_SET: BEDROCK
 PY0710_STAMPING: F 339 1983
 PY0710_MARK LOGO: NGS   
 PY0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0710+STABILITY: POSITION/ELEVATION WELL
 PY0710
 PY0710  HISTORY     - Date     Condition        Report By
 PY0710  HISTORY     - 1983     MONUMENTED       NGS
 PY0710  HISTORY     - 1987     GOOD             NGS
 PY0710
 PY0710                          STATION DESCRIPTION
 PY0710
 PY0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0710'2.4 KM (1.5 MI) SOUTH FROM MADISON JUNCTION.
 PY0710'2.4 KM (1.5 MI) SOUTHERLY ALONG OLD FAITHFUL HIGHWAY FROM ITS JUNCTION
 PY0710'WITH MADISON JUNCTION HIGHWAY AT MADISON JUNCTION, IN THE NORTHEAST
 PY0710'1/4 OF A 3 BY 5 FT EXPOSED AREA OF ROCK OUTCROP IN A SMALL ROAD CUT,
 PY0710'0.2 KM (0.1 MI) NORTH OF A ROAD PULL OFF, AND 6.3 METERS (20.7 FT)
 PY0710'EAST OF THE CENTERLINE OF THE ROAD.
 PY0710'THE MARK IS 0.3 M ABOVE THE ROAD.
 PY0710
 PY0710                          STATION RECOVERY (1987)
 PY0710
 PY0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0710'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.4 KM (1.50
 PY0710'MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY FROM ITS
 PY0710'JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN MADISON
 PY0710'JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0489 ***********************************************************************
 MP0489  DESIGNATION -  F 339 X
 MP0489  PID         -  MP0489
 MP0489  STATE/COUNTY-  WY/CARBON
 MP0489  USGS QUAD   -  COMO WEST (1982)
 MP0489
 MP0489                         *CURRENT SURVEY CONTROL
 MP0489  ___________________________________________________________________
 MP0489* NAD 83(1986)-  41 53 02.     (N)    106 29 29.     (W)     SCALED    
 MP0489* NAVD 88     -      2100.085  (meters)    6890.03   (feet)  ADJUSTED  
 MP0489  ___________________________________________________________________
 MP0489  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 MP0489  DYNAMIC HT  -        2098.183 (meters)    6883.79  (feet)  COMP
 MP0489  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 MP0489
 MP0489  VERT ORDER  -  FIRST     CLASS II
 MP0489
 MP0489.The horizontal coordinates were scaled from a topographic map and have
 MP0489.an estimated accuracy of +/- 6 seconds.
 MP0489
 MP0489.The orthometric height was determined by differential leveling
 MP0489.and adjusted by the National Geodetic Survey in June 1991..
 MP0489
 MP0489.The geoid height was determined by GEOID03.
 MP0489
 MP0489.The dynamic height is computed by dividing the NAVD 88
 MP0489.geopotential number by the normal gravity value computed on the
 MP0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0489.degrees latitude (g = 980.6199 gals.).
 MP0489
 MP0489.The modeled gravity was interpolated from observed gravity values.
 MP0489
 MP0489;                    North         East    Units  Estimated Accuracy
 MP0489;SPC WYEC     -   254,030.      469,880.      MT  (+/- 180 meters Scaled)
 MP0489
 MP0489                          SUPERSEDED SURVEY CONTROL
 MP0489
 MP0489  NGVD 29 (06/08/92) 2098.818  (m)         6885.87   (f) ADJUSTED    1 2
 MP0489
 MP0489.Superseded values are not recommended for survey control.
 MP0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0489.See file dsdata.txt to determine how the superseded data were derived.
 MP0489
 MP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG762379(NAD 83)
 MP0489_MARKER: I = METAL ROD
 MP0489_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0489_SP_SET: STAINLESS STEEL ROD
 MP0489_STAMPING: F 339 X 1983
 MP0489_MARK LOGO: NGS   
 MP0489_PROJECTION: FLUSH
 MP0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0489_ROD/PIPE-DEPTH: 5.5  meters
 MP0489
 MP0489  HISTORY     - Date     Condition        Report By
 MP0489  HISTORY     - 1983     MONUMENTED       NGS
 MP0489
 MP0489                          STATION DESCRIPTION
 MP0489
 MP0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0489'6.4 KM (4.0 MI) EAST FROM HANNA.
 MP0489'6.4 KM (4.0 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0489'STATION IN HANNA, 23.1 METERS (75.8 FT) NORTHWEST OF THE NEAR RAIL,
 MP0489'17.9 METERS (58.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF AN 8 BY 20
 MP0489'FT METAL BUILDING, 3.1 METERS (10.2 FT) WEST-NORTHWEST OF MILEPOST
 MP0489'639, AND 1.7 METERS (5.6 FT) SOUTH OF A UTILITY POLE.  NOTE=THE DATUM
 MP0489'POINT IS STAMPED F 339 1983.  ACCESS TO THE DATUM POINT IS THROUGH A
 MP0489'5-INCH LOGO CAP.
 MP0489'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 MP0489'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0248 ***********************************************************************
 OU0248  DESIGNATION -  F 34
 OU0248  PID         -  OU0248
 OU0248  STATE/COUNTY-  WY/CAMPBELL
 OU0248  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0248
 OU0248                         *CURRENT SURVEY CONTROL
 OU0248  ___________________________________________________________________
 OU0248* NAD 83(1986)-  43 38 39.     (N)    105 47 08.     (W)     SCALED    
 OU0248* NAVD 88     -      1624.156  (meters)    5328.59   (feet)  ADJUSTED  
 OU0248  ___________________________________________________________________
 OU0248  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 OU0248  DYNAMIC HT  -        1623.241 (meters)    5325.58  (feet)  COMP
 OU0248  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 OU0248
 OU0248  VERT ORDER  -  FIRST     CLASS II
 OU0248
 OU0248.The horizontal coordinates were scaled from a topographic map and have
 OU0248.an estimated accuracy of +/- 6 seconds.
 OU0248
 OU0248.The orthometric height was determined by differential leveling
 OU0248.and adjusted by the National Geodetic Survey in June 1991..
 OU0248
 OU0248.The geoid height was determined by GEOID03.
 OU0248
 OU0248.The dynamic height is computed by dividing the NAVD 88
 OU0248.geopotential number by the normal gravity value computed on the
 OU0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0248.degrees latitude (g = 980.6199 gals.).
 OU0248
 OU0248.The modeled gravity was interpolated from observed gravity values.
 OU0248
 OU0248;                    North         East    Units  Estimated Accuracy
 OU0248;SPC WY E     -   349,400.      150,070.      MT  (+/- 180 meters Scaled)
 OU0248
 OU0248                          SUPERSEDED SURVEY CONTROL
 OU0248
 OU0248  NGVD 29 (??/??/92) 1623.321  (m)         5325.85   (f) ADJ UNCH    1 2
 OU0248
 OU0248.Superseded values are not recommended for survey control.
 OU0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0248.See file dsdata.txt to determine how the superseded data were derived.
 OU0248
 OU0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ366326(NAD 83)
 OU0248_MARKER: DB = BENCH MARK DISK
 OU0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0248_STAMPING: F 34 1933
 OU0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0248+STABILITY: SURFACE MOTION
 OU0248
 OU0248  HISTORY     - Date     Condition        Report By
 OU0248  HISTORY     - 1933     MONUMENTED       CGS
 OU0248  HISTORY     - 1983     MARK NOT FOUND   NGS
 OU0248  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0248
 OU0248                          STATION DESCRIPTION
 OU0248
 OU0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0248'1.8 MI N FROM PINE TREE.
 OU0248'1.8 MILES NORTH ALONG OLD STATE HIGHWAY 316 FROM THE POST OFFICE
 OU0248'AND STORE AT PINE TREE, CAMPBELL COUNTY, AT THE JUNCTION OF A
 OU0248'ROAD LEADING WEST TO THE J.E. DANGEL RANCH HOUSE, 54 FEET SOUTH
 OU0248'OF THE CENTER LINE OF THE ROAD, 51 FEET WEST OF THE CENTER
 OU0248'LINE OF THE OLD HIGHWAY, AND 3.4 FEET EAST OF A WIRE FENCE.
 OU0248'A STANDARD DISK, STAMPED F 34 1933 AND SET IN THE TOP OF A
 OU0248'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OU0248
 OU0248                          STATION RECOVERY (1983)
 OU0248
 OU0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OU0248'MARK NOT FOUND.
 OU0248
 OU0248                          STATION RECOVERY (1985)
 OU0248
 OU0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0248'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0595 ***********************************************************************
 MR0595  DESIGNATION -  F 340
 MR0595  PID         -  MR0595
 MR0595  STATE/COUNTY-  WY/UINTA
 MR0595  USGS QUAD   -  PIEDMONT RESERVOIR (1978)
 MR0595
 MR0595                         *CURRENT SURVEY CONTROL
 MR0595  ___________________________________________________________________
 MR0595* NAD 83(1986)-  41 13 39.     (N)    110 43 24.     (W)     SCALED    
 MR0595* NAVD 88     -      2164.163  (meters)    7100.26   (feet)  ADJUSTED  
 MR0595  ___________________________________________________________________
 MR0595  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MR0595  DYNAMIC HT  -        2162.140 (meters)    7093.62  (feet)  COMP
 MR0595  MODELED GRAV-     979,611.6   (mgal)                       NAVD 88
 MR0595
 MR0595  VERT ORDER  -  FIRST     CLASS II
 MR0595
 MR0595.The horizontal coordinates were scaled from a topographic map and have
 MR0595.an estimated accuracy of +/- 6 seconds.
 MR0595
 MR0595.The orthometric height was determined by differential leveling
 MR0595.and adjusted by the National Geodetic Survey in June 1991..
 MR0595
 MR0595.The geoid height was determined by GEOID03.
 MR0595
 MR0595.The dynamic height is computed by dividing the NAVD 88
 MR0595.geopotential number by the normal gravity value computed on the
 MR0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0595.degrees latitude (g = 980.6199 gals.).
 MR0595
 MR0595.The modeled gravity was interpolated from observed gravity values.
 MR0595
 MR0595;                    North         East    Units  Estimated Accuracy
 MR0595;SPC WY W     -   180,980.      746,340.      MT  (+/- 180 meters Scaled)
 MR0595
 MR0595                          SUPERSEDED SURVEY CONTROL
 MR0595
 MR0595  NGVD 29 (06/08/92) 2162.824  (m)         7095.87   (f) ADJUSTED    1 2
 MR0595
 MR0595.Superseded values are not recommended for survey control.
 MR0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0595.See file dsdata.txt to determine how the superseded data were derived.
 MR0595
 MR0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL231640(NAD 83)
 MR0595_MARKER: DB = BENCH MARK DISK
 MR0595_SETTING: 66 = SET IN ROCK OUTCROP
 MR0595_SP_SET: ROCK OUTCROP
 MR0595_STAMPING: F 340 1983
 MR0595_MARK LOGO: NGS   
 MR0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0595+STABILITY: POSITION/ELEVATION WELL
 MR0595
 MR0595  HISTORY     - Date     Condition        Report By
 MR0595  HISTORY     - 1983     MONUMENTED       NGS
 MR0595
 MR0595                          STATION DESCRIPTION
 MR0595
 MR0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0595'7.0 KM (4.35 MI) NE FROM ALTAMONT.
 MR0595'7.0 KKM (4.35 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0595'THE STATION IN ALTAMONT, IN THE NORTHEAST END OF A 4 BY 40 FT EXPOSED
 MR0595'AREA OF AN OUTCROPPING ROCK LEDGE, 0.8 KM (0.5 MI) SOUTHWEST OF
 MR0595'MILEPOST 899, 34.7 METERS (113.2 FT) SOUTH OF A RAILROAD SIGNAL BOX,
 MR0595'AND 7.2 METERS (23.6 FT) SOUTHEAST OF THE NEAR RAIL.
 MR0595'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MR0595'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0370 ***********************************************************************
 MQ0370  DESIGNATION -  F 341
 MQ0370  PID         -  MQ0370
 MQ0370  STATE/COUNTY-  WY/SWEETWATER
 MQ0370  USGS QUAD   -  THAYER JUNCTION (1978)
 MQ0370
 MQ0370                         *CURRENT SURVEY CONTROL
 MQ0370  ___________________________________________________________________
 MQ0370* NAD 83(1986)-  41 41 00.     (N)    108 54 04.     (W)     SCALED    
 MQ0370* NAVD 88     -      1974.778  (meters)    6478.92   (feet)  ADJUSTED  
 MQ0370  ___________________________________________________________________
 MQ0370  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MQ0370  DYNAMIC HT  -        1973.151 (meters)    6473.58  (feet)  COMP
 MQ0370  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 MQ0370
 MQ0370  VERT ORDER  -  FIRST     CLASS II
 MQ0370
 MQ0370.The horizontal coordinates were scaled from a topographic map and have
 MQ0370.an estimated accuracy of +/- 6 seconds.
 MQ0370
 MQ0370.The orthometric height was determined by differential leveling
 MQ0370.and adjusted by the National Geodetic Survey in June 1991..
 MQ0370
 MQ0370.The geoid height was determined by GEOID03.
 MQ0370
 MQ0370.The dynamic height is computed by dividing the NAVD 88
 MQ0370.geopotential number by the normal gravity value computed on the
 MQ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0370.degrees latitude (g = 980.6199 gals.).
 MQ0370
 MQ0370.The modeled gravity was interpolated from observed gravity values.
 MQ0370
 MQ0370;                    North         East    Units  Estimated Accuracy
 MQ0370;SPC WYWC     -   131,420.      587,420.      MT  (+/- 180 meters Scaled)
 MQ0370
 MQ0370                          SUPERSEDED SURVEY CONTROL
 MQ0370
 MQ0370  NGVD 29 (06/08/92) 1973.509  (m)         6474.75   (f) ADJUSTED    1 2
 MQ0370
 MQ0370.Superseded values are not recommended for survey control.
 MQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0370.See file dsdata.txt to determine how the superseded data were derived.
 MQ0370
 MQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM746167(NAD 83)
 MQ0370_MARKER: DB = BENCH MARK DISK
 MQ0370_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0370_SP_SET: ROCK OUTCROP
 MQ0370_STAMPING: F 341 1983
 MQ0370_MARK LOGO: NGS   
 MQ0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0370+STABILITY: POSITION/ELEVATION WELL
 MQ0370
 MQ0370  HISTORY     - Date     Condition        Report By
 MQ0370  HISTORY     - 1983     MONUMENTED       NGS
 MQ0370
 MQ0370                          STATION DESCRIPTION
 MQ0370
 MQ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0370'9.9 KM (6.15 MI) WEST FROM POINT OF ROCKS.
 MQ0370'9.9 KM (6.15 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0370'STATION IN POINT OF ROCKS, IN THE CENTER OF A 4 BY 15 FOOT ROCK LEDGE
 MQ0370'IN A RAILROAD CUT, 0.3 KM (0.2 MI) NORTHEAST OF THE SOUTHWEST END OF
 MQ0370'THE CUT, AND 7.1 METERS (23.3 FT) SOUTHEAST OF THE NEAR RAIL.
 MQ0370'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MQ0370'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0444 ***********************************************************************
 MP0444  DESIGNATION -  F 342
 MP0444  PID         -  MP0444
 MP0444  STATE/COUNTY-  WY/SWEETWATER
 MP0444  USGS QUAD   -  RINER (1981)
 MP0444
 MP0444                         *CURRENT SURVEY CONTROL
 MP0444  ___________________________________________________________________
 MP0444* NAD 83(1986)-  41 44 11.     (N)    107 32 41.     (W)     SCALED    
 MP0444* NAVD 88     -      2059.565  (meters)    6757.09   (feet)  ADJUSTED  
 MP0444  ___________________________________________________________________
 MP0444  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 MP0444  DYNAMIC HT  -        2057.752 (meters)    6751.14  (feet)  COMP
 MP0444  MODELED GRAV-     979,669.3   (mgal)                       NAVD 88
 MP0444
 MP0444  VERT ORDER  -  FIRST     CLASS II
 MP0444
 MP0444.The horizontal coordinates were scaled from a topographic map and have
 MP0444.an estimated accuracy of +/- 6 seconds.
 MP0444
 MP0444.The orthometric height was determined by differential leveling
 MP0444.and adjusted by the National Geodetic Survey in June 1991..
 MP0444
 MP0444.The geoid height was determined by GEOID03.
 MP0444
 MP0444.The dynamic height is computed by dividing the NAVD 88
 MP0444.geopotential number by the normal gravity value computed on the
 MP0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0444.degrees latitude (g = 980.6199 gals.).
 MP0444
 MP0444.The modeled gravity was interpolated from observed gravity values.
 MP0444
 MP0444;                    North         East    Units  Estimated Accuracy
 MP0444;SPC WYWC     -   138,000.      700,260.      MT  (+/- 180 meters Scaled)
 MP0444
 MP0444                          SUPERSEDED SURVEY CONTROL
 MP0444
 MP0444  NGVD 29 (06/08/92) 2058.328  (m)         6753.03   (f) ADJUSTED    1 2
 MP0444
 MP0444.Superseded values are not recommended for survey control.
 MP0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0444.See file dsdata.txt to determine how the superseded data were derived.
 MP0444
 MP0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG883236(NAD 83)
 MP0444_MARKER: I = METAL ROD
 MP0444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0444_SP_SET: STAINLESS STEEL ROD
 MP0444_STAMPING: F 342 1983
 MP0444_MARK LOGO: NGS   
 MP0444_PROJECTION: FLUSH
 MP0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0444_ROD/PIPE-DEPTH: 4.0  meters
 MP0444
 MP0444  HISTORY     - Date     Condition        Report By
 MP0444  HISTORY     - 1983     MONUMENTED       NGS
 MP0444
 MP0444                          STATION DESCRIPTION
 MP0444
 MP0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0444'0.4 KM (0.25 MI) WEST FROM RINER.
 MP0444'0.4 KM (0.25 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0444'WATER TOWER AT RINER, 0.7 KM (0.45 MI) WEST OF MILEPOST 700, 40.5
 MP0444'METERS (132.9 FT) SOUTH OF A FENCE, 13.2 METERS (43.3 FT) NORTH OF THE
 MP0444'NEAR RAIL, AND 1.1 METERS (3.6 FT) WEST OF A UTILITY POLE.
 MP0444'NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0444'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MP0444'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0503 ***********************************************************************
 MP0503  DESIGNATION -  F 343
 MP0503  PID         -  MP0503
 MP0503  STATE/COUNTY-  WY/ALBANY
 MP0503  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0503
 MP0503                         *CURRENT SURVEY CONTROL
 MP0503  ___________________________________________________________________
 MP0503* NAD 83(1986)-  41 49 02.     (N)    106 00 20.     (W)     SCALED    
 MP0503* NAVD 88     -      2110.484  (meters)    6924.15   (feet)  ADJUSTED  
 MP0503  ___________________________________________________________________
 MP0503  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 MP0503  DYNAMIC HT  -        2108.698 (meters)    6918.29  (feet)  COMP
 MP0503  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 MP0503
 MP0503  VERT ORDER  -  FIRST     CLASS II
 MP0503
 MP0503.The horizontal coordinates were scaled from a topographic map and have
 MP0503.an estimated accuracy of +/- 6 seconds.
 MP0503
 MP0503.The orthometric height was determined by differential leveling
 MP0503.and adjusted by the National Geodetic Survey in June 1991..
 MP0503
 MP0503.The geoid height was determined by GEOID03.
 MP0503
 MP0503.The dynamic height is computed by dividing the NAVD 88
 MP0503.geopotential number by the normal gravity value computed on the
 MP0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0503.degrees latitude (g = 980.6199 gals.).
 MP0503
 MP0503.The modeled gravity was interpolated from observed gravity values.
 MP0503
 MP0503;                    North         East    Units  Estimated Accuracy
 MP0503;SPC WY E     -   146,620.      130,300.      MT  (+/- 180 meters Scaled)
 MP0503
 MP0503                          SUPERSEDED SURVEY CONTROL
 MP0503
 MP0503  NGVD 29 (06/08/92) 2109.349  (m)         6920.42   (f) ADJUSTED    1 2
 MP0503
 MP0503.Superseded values are not recommended for survey control.
 MP0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0503.See file dsdata.txt to determine how the superseded data were derived.
 MP0503
 MP0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG164299(NAD 83)
 MP0503_MARKER: I = METAL ROD
 MP0503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0503_SP_SET: STAINLESS STEEL ROD
 MP0503_STAMPING: F 343 1983
 MP0503_MARK LOGO: NGS   
 MP0503_PROJECTION: FLUSH
 MP0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0503_ROD/PIPE-DEPTH: 6.1  meters
 MP0503
 MP0503  HISTORY     - Date     Condition        Report By
 MP0503  HISTORY     - 1983     MONUMENTED       NGS
 MP0503
 MP0503                          STATION DESCRIPTION
 MP0503
 MP0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0503'9.2 KM (5.7 MI) NW FROM ROCK RIVER.
 MP0503'9.2 KM (5.7 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MP0503'THE STATION IN ROCK RIVER, 94.5 METERS (310.0 FT) WEST OF MILEPOST
 MP0503'611, 18.4 METERS (60.4 FT) NORTH OF THE NEAR RAIL, 6.3 METERS
 MP0503'(20.7 FT) NORTHWEST OF RAILROAD SIGNAL 6110-1, AND 5.3 METERS
 MP0503'(17.4 FT) WEST OF THE NORTHWEST CORNER OF A 5 BY 10 FT METAL SHED.
 MP0503'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0503'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 MP0503'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0949 ***********************************************************************
 MO0949  DESIGNATION -  F 344
 MO0949  PID         -  MO0949
 MO0949  STATE/COUNTY-  WY/LARAMIE
 MO0949  USGS QUAD   -  GRANITE (1978)
 MO0949
 MO0949                         *CURRENT SURVEY CONTROL
 MO0949  ___________________________________________________________________
 MO0949* NAD 83(1986)-  41 05 49.     (N)    105 12 27.     (W)     SCALED    
 MO0949* NAVD 88     -      2289.198  (meters)    7510.48   (feet)  ADJUSTED  
 MO0949  ___________________________________________________________________
 MO0949  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MO0949  DYNAMIC HT  -        2287.127 (meters)    7503.68  (feet)  COMP
 MO0949  MODELED GRAV-     979,635.6   (mgal)                       NAVD 88
 MO0949
 MO0949  VERT ORDER  -  FIRST     CLASS II
 MO0949
 MO0949.The horizontal coordinates were scaled from a topographic map and have
 MO0949.an estimated accuracy of +/- 6 seconds.
 MO0949
 MO0949.The orthometric height was determined by differential leveling
 MO0949.and adjusted by the National Geodetic Survey in June 1991..
 MO0949
 MO0949.The geoid height was determined by GEOID03.
 MO0949
 MO0949.The dynamic height is computed by dividing the NAVD 88
 MO0949.geopotential number by the normal gravity value computed on the
 MO0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0949.degrees latitude (g = 980.6199 gals.).
 MO0949
 MO0949.The modeled gravity was interpolated from observed gravity values.
 MO0949
 MO0949;                    North         East    Units  Estimated Accuracy
 MO0949;SPC WY E     -    66,290.      196,570.      MT  (+/- 180 meters Scaled)
 MO0949
 MO0949                          SUPERSEDED SURVEY CONTROL
 MO0949
 MO0949  NGVD 29 (06/08/92) 2288.110  (m)         7506.91   (f) ADJUSTED    1 2
 MO0949
 MO0949.Superseded values are not recommended for survey control.
 MO0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0949.See file dsdata.txt to determine how the superseded data were derived.
 MO0949
 MO0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF825495(NAD 83)
 MO0949_MARKER: DB = BENCH MARK DISK
 MO0949_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0949_SP_SET: PIER
 MO0949_STAMPING: F 344 1983
 MO0949_MARK LOGO: NGS   
 MO0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0949
 MO0949  HISTORY     - Date     Condition        Report By
 MO0949  HISTORY     - 1983     MONUMENTED       NGS
 MO0949
 MO0949                          STATION DESCRIPTION
 MO0949
 MO0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0949'36.8 KM (22.85 MI) WEST FROM CHEYENNE.
 MO0949'1.6 KM (1.0 MI) NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 MO0949'INTERSTATE HIGHWAY 80 IN CHEYENNE, THENCE 35.2 KN (21.85 MI) WESTERLY
 MO0949'ALONG THE UNION PACIFIC RAILROAD, SET VERTICALLY IN THE SOUTHWEST FACE
 MO0949'OF THE MOST SOUTHWESTERLY 1 OF 2 COLUMNS OF THE MOST SOUTHEASTERLY
 MO0949'PIER OF THE INTERSTATE HIGHWAY 80 EAST BOUND LANE OVERPASS, 5.2 METERS
 MO0949'(17.1 FT) SOUTHEAST OF THE NEAR RAIL.
 MO0949'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0395 ***********************************************************************
 MQ0395  DESIGNATION -  F 345
 MQ0395  PID         -  MQ0395
 MQ0395  STATE/COUNTY-  WY/SWEETWATER
 MQ0395  USGS QUAD   -  WHALEN BUTTE (1996)
 MQ0395
 MQ0395                         *CURRENT SURVEY CONTROL
 MQ0395  ___________________________________________________________________
 MQ0395* NAD 83(1986)-  41 29 20.     (N)    109 29 28.     (W)     SCALED    
 MQ0395* NAVD 88     -      2046.950  (meters)    6715.70   (feet)  ADJUSTED  
 MQ0395  ___________________________________________________________________
 MQ0395  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 MQ0395  DYNAMIC HT  -        2045.165 (meters)    6709.85  (feet)  COMP
 MQ0395  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 MQ0395
 MQ0395  VERT ORDER  -  FIRST     CLASS II
 MQ0395
 MQ0395.The horizontal coordinates were scaled from a topographic map and have
 MQ0395.an estimated accuracy of +/- 6 seconds.
 MQ0395
 MQ0395.The orthometric height was determined by differential leveling
 MQ0395.and adjusted by the National Geodetic Survey in June 1991..
 MQ0395
 MQ0395.The geoid height was determined by GEOID03.
 MQ0395
 MQ0395.The dynamic height is computed by dividing the NAVD 88
 MQ0395.geopotential number by the normal gravity value computed on the
 MQ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0395.degrees latitude (g = 980.6199 gals.).
 MQ0395
 MQ0395.The modeled gravity was interpolated from observed gravity values.
 MQ0395
 MQ0395;                    North         East    Units  Estimated Accuracy
 MQ0395;SPC WYWC     -   110,080.      538,110.      MT  (+/- 180 meters Scaled)
 MQ0395
 MQ0395                          SUPERSEDED SURVEY CONTROL
 MQ0395
 MQ0395.No superseded survey control is available for this station.
 MQ0395
 MQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL259941(NAD 83)
 MQ0395_MARKER: DB = BENCH MARK DISK
 MQ0395_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0395_SP_SET: ROCK OUTCROP
 MQ0395_STAMPING: F 345 1984
 MQ0395_MARK LOGO: NGS   
 MQ0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0395+STABILITY: POSITION/ELEVATION WELL
 MQ0395
 MQ0395  HISTORY     - Date     Condition        Report By
 MQ0395  HISTORY     - 1984     MONUMENTED       NGS
 MQ0395
 MQ0395                          STATION DESCRIPTION
 MQ0395
 MQ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0395'4.8 KM (3.0 MI) SW FROM GREEN RIVER.
 MQ0395'4.8 KM (3.0 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0395'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0395'IN GREEN RIVER, IN THE CENTER OF THE WESTERN 1/2 OF A 4 BY 21 FOOT
 MQ0395'EXPOSED AREA OF OUTCROPPING BEDROCK, 26.4 M (85.6 FT) EAST OF THE
 MQ0395'CENTERLINE OF THE HIGHWAY, 2.0 M (6.6 FT) EAST OF THE WEST END OF THE
 MQ0395'OUTCROP, AND 0.5 M (1.6 FT) SOUTH OF THE NORTH END OF THE OUTCROP.
 MQ0395'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MQ0395'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0404 ***********************************************************************
 MQ0404  DESIGNATION -  F 346
 MQ0404  PID         -  MQ0404
 MQ0404  STATE/COUNTY-  WY/SWEETWATER
 MQ0404  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0404
 MQ0404                         *CURRENT SURVEY CONTROL
 MQ0404  ___________________________________________________________________
 MQ0404* NAD 83(1986)-  41 24 16.     (N)    109 34 10.     (W)     SCALED    
 MQ0404* NAVD 88     -      1977.025  (meters)    6486.29   (feet)  ADJUSTED  
 MQ0404  ___________________________________________________________________
 MQ0404  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 MQ0404  DYNAMIC HT  -        1975.283 (meters)    6480.57  (feet)  COMP
 MQ0404  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 MQ0404
 MQ0404  VERT ORDER  -  FIRST     CLASS II
 MQ0404
 MQ0404.The horizontal coordinates were scaled from a topographic map and have
 MQ0404.an estimated accuracy of +/- 6 seconds.
 MQ0404
 MQ0404.The orthometric height was determined by differential leveling
 MQ0404.and adjusted by the National Geodetic Survey in June 1991..
 MQ0404
 MQ0404.The geoid height was determined by GEOID03.
 MQ0404
 MQ0404.The dynamic height is computed by dividing the NAVD 88
 MQ0404.geopotential number by the normal gravity value computed on the
 MQ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0404.degrees latitude (g = 980.6199 gals.).
 MQ0404
 MQ0404.The modeled gravity was interpolated from observed gravity values.
 MQ0404
 MQ0404;                    North         East    Units  Estimated Accuracy
 MQ0404;SPC WYWC     -   100,760.      531,480.      MT  (+/- 180 meters Scaled)
 MQ0404
 MQ0404                          SUPERSEDED SURVEY CONTROL
 MQ0404
 MQ0404.No superseded survey control is available for this station.
 MQ0404
 MQ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL195846(NAD 83)
 MQ0404_MARKER: I = METAL ROD
 MQ0404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0404_SP_SET: STAINLESS STEEL ROD
 MQ0404_STAMPING: F 346 1984
 MQ0404_MARK LOGO: NGS   
 MQ0404_PROJECTION: FLUSH
 MQ0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0404_ROD/PIPE-DEPTH: 3.4  meters
 MQ0404
 MQ0404  HISTORY     - Date     Condition        Report By
 MQ0404  HISTORY     - 1984     MONUMENTED       NGS
 MQ0404
 MQ0404                          STATION DESCRIPTION
 MQ0404
 MQ0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0404'17.9 KM (11.1 MI) SW FROM GREEN RIVER.
 MQ0404'17.9 KM (11.1 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0404'JUNCTION WITH U.S. HIGHWAY 530 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0404'IN GREEN RIVER, 1.3 KM (0.8 MI) NORTHEAST OF A DIRT ROAD LEADING WEST,
 MQ0404'0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 12, AND 65.8 M (215.9 FT)
 MQ0404'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE ACCESS TO THE DATUM
 MQ0404'POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0404'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0404'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0392 ***********************************************************************
 MQ0392  DESIGNATION -  F 348
 MQ0392  PID         -  MQ0392
 MQ0392  STATE/COUNTY-  WY/SWEETWATER
 MQ0392  USGS QUAD   -  GREEN RIVER (1980)
 MQ0392
 MQ0392                         *CURRENT SURVEY CONTROL
 MQ0392  ___________________________________________________________________
 MQ0392* NAD 83(1986)-  41 30 35.     (N)    109 28 25.     (W)     SCALED    
 MQ0392* NAVD 88     -      1898.779  (meters)    6229.58   (feet)  ADJUSTED  
 MQ0392  ___________________________________________________________________
 MQ0392  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 MQ0392  DYNAMIC HT  -        1897.149 (meters)    6224.23  (feet)  COMP
 MQ0392  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 MQ0392
 MQ0392  VERT ORDER  -  FIRST     CLASS II
 MQ0392
 MQ0392.The horizontal coordinates were scaled from a topographic map and have
 MQ0392.an estimated accuracy of +/- 6 seconds.
 MQ0392
 MQ0392.The orthometric height was determined by differential leveling
 MQ0392.and adjusted by the National Geodetic Survey in June 1991..
 MQ0392
 MQ0392.The geoid height was determined by GEOID03.
 MQ0392
 MQ0392.The dynamic height is computed by dividing the NAVD 88
 MQ0392.geopotential number by the normal gravity value computed on the
 MQ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0392.degrees latitude (g = 980.6199 gals.).
 MQ0392
 MQ0392.The modeled gravity was interpolated from observed gravity values.
 MQ0392
 MQ0392;                    North         East    Units  Estimated Accuracy
 MQ0392;SPC WYWC     -   112,380.      539,590.      MT  (+/- 180 meters Scaled)
 MQ0392
 MQ0392                          SUPERSEDED SURVEY CONTROL
 MQ0392
 MQ0392.No superseded survey control is available for this station.
 MQ0392
 MQ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL273964(NAD 83)
 MQ0392_MARKER: I = METAL ROD
 MQ0392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0392_SP_SET: STAINLESS STEEL ROD
 MQ0392_STAMPING: F 348 1984
 MQ0392_MARK LOGO: NGS   
 MQ0392_PROJECTION: FLUSH
 MQ0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0392_ROD/PIPE-DEPTH: 5.8  meters
 MQ0392
 MQ0392  HISTORY     - Date     Condition        Report By
 MQ0392  HISTORY     - 1984     MONUMENTED       NGS
 MQ0392
 MQ0392                          STATION DESCRIPTION
 MQ0392
 MQ0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0392'IN GREEN RIVER.
 MQ0392'IN GREEN RIVER, AT THE INTERSECTION OF SHOSHONE STREET AND UINTA DRIVE
 MQ0392'(STATE HIGHWAY 530), 15.2 M (49.9 FT) NORTHEAST OF THE CENTER OF THE
 MQ0392'STREET, 8.5 M (27.9 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST
 MQ0392'BOUND LANES OF THE DRIVE, AND 0.8 M (2.6 FT) NORTHEAST OF A STREET
 MQ0392'LIGHT POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MQ0392'CAP.
 MQ0392'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0257 ***********************************************************************
 PV0257  DESIGNATION -  F 35
 PV0257  PID         -  PV0257
 PV0257  STATE/COUNTY-  WY/CAMPBELL
 PV0257  USGS QUAD   -  GILLETTE WEST (1971)
 PV0257
 PV0257                         *CURRENT SURVEY CONTROL
 PV0257  ___________________________________________________________________
 PV0257* NAD 83(1986)-  44 17 27.     (N)    105 30 39.     (W)     SCALED    
 PV0257* NAVD 88     -      1405.129  (meters)    4609.99   (feet)  ADJUSTED  
 PV0257  ___________________________________________________________________
 PV0257  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0257  DYNAMIC HT  -        1404.548 (meters)    4608.09  (feet)  COMP
 PV0257  MODELED GRAV-     980,155.2   (mgal)                       NAVD 88
 PV0257
 PV0257  VERT ORDER  -  FIRST     CLASS II
 PV0257
 PV0257.The horizontal coordinates were scaled from a topographic map and have
 PV0257.an estimated accuracy of +/- 6 seconds.
 PV0257
 PV0257.The orthometric height was determined by differential leveling
 PV0257.and adjusted by the National Geodetic Survey in June 1991..
 PV0257
 PV0257.The geoid height was determined by GEOID03.
 PV0257
 PV0257.The dynamic height is computed by dividing the NAVD 88
 PV0257.geopotential number by the normal gravity value computed on the
 PV0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0257.degrees latitude (g = 980.6199 gals.).
 PV0257
 PV0257.The modeled gravity was interpolated from observed gravity values.
 PV0257
 PV0257;                    North         East    Units  Estimated Accuracy
 PV0257;SPC WY E     -   421,120.      172,530.      MT  (+/- 180 meters Scaled)
 PV0257
 PV0257                          SUPERSEDED SURVEY CONTROL
 PV0257
 PV0257  NGVD 29 (06/08/92) 1404.507  (m)         4607.95   (f) ADJUSTED    1 2
 PV0257
 PV0257.Superseded values are not recommended for survey control.
 PV0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0257.See file dsdata.txt to determine how the superseded data were derived.
 PV0257
 PV0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK592043(NAD 83)
 PV0257_MARKER: DB = BENCH MARK DISK
 PV0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0257_SP_SET: CONCRETE POST
 PV0257_STAMPING: F 35 1933
 PV0257_MARK LOGO: CGS   
 PV0257_PROJECTION: PROJECTING 10 CENTIMETERS
 PV0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0257+STABILITY: SURFACE MOTION
 PV0257
 PV0257  HISTORY     - Date     Condition        Report By
 PV0257  HISTORY     - 1933     MONUMENTED       CGS
 PV0257  HISTORY     - 1957     GOOD             NGS
 PV0257  HISTORY     - 1985     GOOD             NGS
 PV0257
 PV0257                          STATION DESCRIPTION
 PV0257
 PV0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0257'AT GILLETTE.
 PV0257'AT GILLETTE, 0.25 MILE SOUTH ALONG GILLETTE AVENUE FROM THE
 PV0257'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, THENCE 0.35
 PV0257'MILE WEST ALONG WEST FOURTH STREET, AT THE INTERSECTION OF FOUR
 PV0257'J ROAD, 70 FEET SOUTH OF THE CENTER LINE OF FOURTH STREET, 27
 PV0257'FEET EAST OF THE CENTER LINE OF FOUR J ROAD, 18 FEET WEST OF THE
 PV0257'SOUTHWEST CORNER OF A BRICK COLUMN THAT IS AT THE SOUTHWEST
 PV0257'CORNER OF A HOUSE, 2 1/2 FEET WEST OF A BRICK TERRACE AROUND
 PV0257'THE YARD AND IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 PV0257'THE GROUND.
 PV0257
 PV0257                          STATION RECOVERY (1985)
 PV0257
 PV0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0257'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GILLETTE,
 PV0257'IN THE SOUTHEAST CORNER OF THE INTERSECTION OF FOURTH STREET AND FOUR
 PV0257'J ROAD, 8.4 METERS (27.7 FT) EAST OF THE CENTER OF FOUR J ROAD,
 PV0257'20.7 METERS (68 FT) SOUTH OF THE CENTER OF FOURTH STREET,  AND 5.5
 PV0257'METERS (18 FT) WEST OF THE SOUTHWEST CORNER OF THE BRICK FOUNDATION
 PV0257'FOR A FRONT PORCH OF THE CORNER HOUSE.
 PV0257'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0371 ***********************************************************************
 PV0371  DESIGNATION -  F 353
 PV0371  PID         -  PV0371
 PV0371  STATE/COUNTY-  WY/CAMPBELL
 PV0371  USGS QUAD   -  NIPPLE BUTTE (1972)
 PV0371
 PV0371                         *CURRENT SURVEY CONTROL
 PV0371  ___________________________________________________________________
 PV0371* NAD 83(1986)-  44 56 44.     (N)    105 21 53.     (W)     SCALED    
 PV0371* NAVD 88     -      1068.071  (meters)    3504.16   (feet)  ADJUSTED  
 PV0371  ___________________________________________________________________
 PV0371  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 PV0371  DYNAMIC HT  -        1067.758 (meters)    3503.14  (feet)  COMP
 PV0371  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 PV0371
 PV0371  VERT ORDER  -  FIRST     CLASS II
 PV0371
 PV0371.The horizontal coordinates were scaled from a topographic map and have
 PV0371.an estimated accuracy of +/- 6 seconds.
 PV0371
 PV0371.The orthometric height was determined by differential leveling
 PV0371.and adjusted by the National Geodetic Survey in June 1991..
 PV0371
 PV0371.The geoid height was determined by GEOID03.
 PV0371
 PV0371.The dynamic height is computed by dividing the NAVD 88
 PV0371.geopotential number by the normal gravity value computed on the
 PV0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0371.degrees latitude (g = 980.6199 gals.).
 PV0371
 PV0371.The modeled gravity was interpolated from observed gravity values.
 PV0371
 PV0371;                    North         East    Units  Estimated Accuracy
 PV0371;SPC WY E     -   493,830.      184,370.      MT  (+/- 180 meters Scaled)
 PV0371
 PV0371                          SUPERSEDED SURVEY CONTROL
 PV0371
 PV0371.No superseded survey control is available for this station.
 PV0371
 PV0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK712769(NAD 83)
 PV0371_MARKER: I = METAL ROD
 PV0371_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0371+WITH SETTING: INFORMATION.
 PV0371_SP_SET: SHALLOW-SET METAL ROD
 PV0371_STAMPING: F 353 1985
 PV0371_MARK LOGO: NGS   
 PV0371_PROJECTION: FLUSH
 PV0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0371_ROD/PIPE-DEPTH: 1.5  meters
 PV0371
 PV0371  HISTORY     - Date     Condition        Report By
 PV0371  HISTORY     - 1985     MONUMENTED       NGS
 PV0371
 PV0371                          STATION DESCRIPTION
 PV0371
 PV0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0371'18.8 KM (11.7 MI) SOUTH FROM BIDDLE MONTANA.
 PV0371'18.8 KM (11.75 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0371'SCHOOL AT BIDDLE MONTANA, AT THE NORTH END OF A LONG FILL, 6.25 KM
 PV0371'(3.9 MI) SOUTH OF THE MONTANA-WYOMING STATE LINE, 0.48 KM (0.3 MI)
 PV0371'NORTH OF MILEPOST 166, 29.9 METERS (98 FT) EAST OF THE HIGHWAY
 PV0371'CENTERLINE, 56.4 METERS (185 FT) SOUTH OF THE SOUTH END OF A WOODEN
 PV0371'RIGHT OF WAY FENCE BRACE, 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY
 PV0371'FENCE.  ROD SET TO 5 FOOT IMBEDDED REFUSAL.  NOTE--ACCESS TO DATUM
 PV0371'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0371'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 PV0371'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0350 ***********************************************************************
 PV0350  DESIGNATION -  F 354
 PV0350  PID         -  PV0350
 PV0350  STATE/COUNTY-  WY/CAMPBELL
 PV0350  USGS QUAD   -  APPEL BUTTE (1971)
 PV0350
 PV0350                         *CURRENT SURVEY CONTROL
 PV0350  ___________________________________________________________________
 PV0350* NAD 83(1986)-  44 13 25.     (N)    105 34 24.     (W)     SCALED    
 PV0350* NAVD 88     -      1448.156  (meters)    4751.16   (feet)  ADJUSTED  
 PV0350  ___________________________________________________________________
 PV0350  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 PV0350  DYNAMIC HT  -        1447.529 (meters)    4749.10  (feet)  COMP
 PV0350  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 PV0350
 PV0350  VERT ORDER  -  FIRST     CLASS II
 PV0350
 PV0350.The horizontal coordinates were scaled from a topographic map and have
 PV0350.an estimated accuracy of +/- 6 seconds.
 PV0350
 PV0350.The orthometric height was determined by differential leveling
 PV0350.and adjusted by the National Geodetic Survey in June 1991..
 PV0350
 PV0350.The geoid height was determined by GEOID03.
 PV0350
 PV0350.The dynamic height is computed by dividing the NAVD 88
 PV0350.geopotential number by the normal gravity value computed on the
 PV0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0350.degrees latitude (g = 980.6199 gals.).
 PV0350
 PV0350.The modeled gravity was interpolated from observed gravity values.
 PV0350
 PV0350;                    North         East    Units  Estimated Accuracy
 PV0350;SPC WY E     -   413,680.      167,510.      MT  (+/- 180 meters Scaled)
 PV0350
 PV0350                          SUPERSEDED SURVEY CONTROL
 PV0350
 PV0350.No superseded survey control is available for this station.
 PV0350
 PV0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ542968(NAD 83)
 PV0350_MARKER: I = METAL ROD
 PV0350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0350_SP_SET: STAINLESS STEEL ROD
 PV0350_STAMPING: F 354 1985
 PV0350_MARK LOGO: NGS   
 PV0350_PROJECTION: FLUSH
 PV0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0350_ROD/PIPE-DEPTH: 3.7  meters
 PV0350
 PV0350  HISTORY     - Date     Condition        Report By
 PV0350  HISTORY     - 1985     MONUMENTED       NGS
 PV0350
 PV0350                          STATION DESCRIPTION
 PV0350
 PV0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0350'9.1 KM (5.65 MI) SW FROM GILLETTE.
 PV0350'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0350'IN GILLETTE, THENCE 3.80 KM (2.36 MI) SOUTHWEST ALONG STATE HIGHWAY
 PV0350'50, AT THE CENTER OF A DOUBLE WOODEN BRACE IN THE RIGHT OF WAY FENCE,
 PV0350'0.20 KM (0.12 MI) NORTHEAST OF MILEPOST 7, 22.1 METERS (72.5 FT)
 PV0350'NORTHWEST OF THE HIGHWAY CENTERLINE, 20.7 METERS (68 FT) NORTH OF THE
 PV0350'NORTHWEST END OF A 18-INCH PIPE CULVERT AND 0.5 METER (1.5 FT)
 PV0350'SOUTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 PV0350'HAD THROUGH A 5-INCH LOGO CAP.
 PV0350'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0350'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0301 ***********************************************************************
 OU0301  DESIGNATION -  F 355
 OU0301  PID         -  OU0301
 OU0301  STATE/COUNTY-  WY/CAMPBELL
 OU0301  USGS QUAD   -  SAVAGETON (1973)
 OU0301
 OU0301                         *CURRENT SURVEY CONTROL
 OU0301  ___________________________________________________________________
 OU0301* NAD 83(1986)-  43 51 30.     (N)    105 47 22.     (W)     SCALED    
 OU0301* NAVD 88     -      1541.235  (meters)    5056.54   (feet)  ADJUSTED  
 OU0301  ___________________________________________________________________
 OU0301  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0301  DYNAMIC HT  -        1540.424 (meters)    5053.87  (feet)  COMP
 OU0301  MODELED GRAV-     980,038.5   (mgal)                       NAVD 88
 OU0301
 OU0301  VERT ORDER  -  FIRST     CLASS II
 OU0301
 OU0301.The horizontal coordinates were scaled from a topographic map and have
 OU0301.an estimated accuracy of +/- 6 seconds.
 OU0301
 OU0301.The orthometric height was determined by differential leveling
 OU0301.and adjusted by the National Geodetic Survey in June 1991..
 OU0301
 OU0301.The geoid height was determined by GEOID03.
 OU0301
 OU0301.The dynamic height is computed by dividing the NAVD 88
 OU0301.geopotential number by the normal gravity value computed on the
 OU0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0301.degrees latitude (g = 980.6199 gals.).
 OU0301
 OU0301.The modeled gravity was interpolated from observed gravity values.
 OU0301
 OU0301;                    North         East    Units  Estimated Accuracy
 OU0301;SPC WY E     -   373,200.      149,930.      MT  (+/- 180 meters Scaled)
 OU0301
 OU0301                          SUPERSEDED SURVEY CONTROL
 OU0301
 OU0301  NGVD 29 (06/08/92) 1540.426  (m)         5053.88   (f) ADJUSTED    1 2
 OU0301
 OU0301.Superseded values are not recommended for survey control.
 OU0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0301.See file dsdata.txt to determine how the superseded data were derived.
 OU0301
 OU0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ365564(NAD 83)
 OU0301_MARKER: I = METAL ROD
 OU0301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0301_SP_SET: STAINLESS STEEL ROD
 OU0301_STAMPING: F 355 1985
 OU0301_MARK LOGO: NGS   
 OU0301_PROJECTION: FLUSH
 OU0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0301_ROD/PIPE-DEPTH: 3.7  meters
 OU0301
 OU0301  HISTORY     - Date     Condition        Report By
 OU0301  HISTORY     - 1985     MONUMENTED       NGS
 OU0301
 OU0301                          STATION DESCRIPTION
 OU0301
 OU0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0301'0.9 KM (0.55 MI) SOUTH FROM SAVAGETON.
 OU0301'0.9 KM (0.55 MI) SOUTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0301'SAVAGETON ROAD AT SAVAGETON, AT A T JUNCTION IN THE RIGHT OF WAY
 OU0301'FENCE, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A FIELD ACCESS
 OU0301'ROAD, 30.2 METERS (99 FT) EAST OF THE HIGHWAY CENTERLINE, 5.5 METERS
 OU0301'(18 FT) NORTH OF THE CENTER OF THE ROAD, 0.6 METER (2 FT)
 OU0301'NORTH-NORTHWEST OF THE NORTH END OF A GATE IN THE RIGHT OF WAY FENCE
 OU0301'AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 OU0301'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0301'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 OU0301'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0325 ***********************************************************************
 OU0325  DESIGNATION -  F 356
 OU0325  PID         -  OU0325
 OU0325  STATE/COUNTY-  WY/CAMPBELL
 OU0325  USGS QUAD   -  ARTESIAN DRAW (1954)
 OU0325
 OU0325                         *CURRENT SURVEY CONTROL
 OU0325  ___________________________________________________________________
 OU0325* NAD 83(1986)-  43 33 33.     (N)    105 58 28.     (W)     SCALED    
 OU0325* NAVD 88     -      1566.484  (meters)    5139.37   (feet)  ADJUSTED  
 OU0325  ___________________________________________________________________
 OU0325  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 OU0325  DYNAMIC HT  -        1565.585 (meters)    5136.42  (feet)  COMP
 OU0325  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 OU0325
 OU0325  VERT ORDER  -  FIRST     CLASS II
 OU0325
 OU0325.The horizontal coordinates were scaled from a topographic map and have
 OU0325.an estimated accuracy of +/- 6 seconds.
 OU0325
 OU0325.The orthometric height was determined by differential leveling
 OU0325.and adjusted by the National Geodetic Survey in June 1991..
 OU0325
 OU0325.The geoid height was determined by GEOID03.
 OU0325
 OU0325.The dynamic height is computed by dividing the NAVD 88
 OU0325.geopotential number by the normal gravity value computed on the
 OU0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0325.degrees latitude (g = 980.6199 gals.).
 OU0325
 OU0325.The modeled gravity was interpolated from observed gravity values.
 OU0325
 OU0325;                    North         East    Units  Estimated Accuracy
 OU0325;SPC WY E     -   340,090.      134,740.      MT  (+/- 180 meters Scaled)
 OU0325
 OU0325                          SUPERSEDED SURVEY CONTROL
 OU0325
 OU0325  NGVD 29 (06/08/92) 1565.638  (m)         5136.60   (f) ADJUSTED    1 2
 OU0325
 OU0325.Superseded values are not recommended for survey control.
 OU0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0325.See file dsdata.txt to determine how the superseded data were derived.
 OU0325
 OU0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ212233(NAD 83)
 OU0325_MARKER: I = METAL ROD
 OU0325_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0325_SP_SET: STAINLESS STEEL ROD
 OU0325_STAMPING: F 356 1985
 OU0325_MARK LOGO: NGS   
 OU0325_PROJECTION: FLUSH
 OU0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0325_ROD/PIPE-DEPTH: 6.4  meters
 OU0325
 OU0325  HISTORY     - Date     Condition        Report By
 OU0325  HISTORY     - 1985     MONUMENTED       NGS
 OU0325
 OU0325                          STATION DESCRIPTION
 OU0325
 OU0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0325'17.7 KM (11.0 MI) SW FROM PINE TREE JUNCTION.
 OU0325'17.69 KM (10.99 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM PINE TREE
 OU0325'JUNCTION, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A GRAVEL ROAD
 OU0325'LEADING SOUTHEAST, IN THE INSIDE OF THE SOUTH ONE OF A DOUBLE RIGHT
 OU0325'ANGLE OFFSET IN THE RIGHT OF WAY FENCE, 0.49 KM (0.30 MI) EAST OF
 OU0325'MILEPOST 121, 38.7 METERS (127 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OU0325'56.4 METERS (185 FT) SOUTHEAST OF THE EAST END OF A 24-INCH PIPE
 OU0325'CULVERT, 10.4 METERS (34 FT) EAST OF THE CENTER OF THE ROAD, 9.4
 OU0325'METERS (31 FT) SOUTH OF THE OUTSIDE OFFSET BRACED ANGLE IRON POST,
 OU0325'0.9 METER (3 FT) NORTHEAST OF THE INSIDE OFFSET BRACED ANGLE IRON POST
 OU0325'AND 0.6 METER (2 FT) NORTH OF THE EAST-WEST RIGHT OF WAY FENCE.
 OU0325'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0325'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 OU0325'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0396 ***********************************************************************
 PV0396  DESIGNATION -  F 357
 PV0396  PID         -  PV0396
 PV0396  STATE/COUNTY-  WY/CAMPBELL
 PV0396  USGS QUAD   -  MOYER SPRINGS (1971)
 PV0396
 PV0396                         *CURRENT SURVEY CONTROL
 PV0396  ___________________________________________________________________
 PV0396* NAD 83(1986)-  44 23 35.     (N)    105 28 35.     (W)     SCALED    
 PV0396* NAVD 88     -      1328.060  (meters)    4357.14   (feet)  ADJUSTED  
 PV0396  ___________________________________________________________________
 PV0396  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0396  DYNAMIC HT  -        1327.547 (meters)    4355.46  (feet)  COMP
 PV0396  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 PV0396
 PV0396  VERT ORDER  -  FIRST     CLASS II
 PV0396
 PV0396.The horizontal coordinates were scaled from a topographic map and have
 PV0396.an estimated accuracy of +/- 6 seconds.
 PV0396
 PV0396.The orthometric height was determined by differential leveling
 PV0396.and adjusted by the National Geodetic Survey in June 1991..
 PV0396
 PV0396.The geoid height was determined by GEOID03.
 PV0396
 PV0396.The dynamic height is computed by dividing the NAVD 88
 PV0396.geopotential number by the normal gravity value computed on the
 PV0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0396.degrees latitude (g = 980.6199 gals.).
 PV0396
 PV0396.The modeled gravity was interpolated from observed gravity values.
 PV0396
 PV0396;                    North         East    Units  Estimated Accuracy
 PV0396;SPC WY E     -   432,470.      175,320.      MT  (+/- 180 meters Scaled)
 PV0396
 PV0396                          SUPERSEDED SURVEY CONTROL
 PV0396
 PV0396.No superseded survey control is available for this station.
 PV0396
 PV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK620156(NAD 83)
 PV0396_MARKER: I = METAL ROD
 PV0396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0396_SP_SET: STAINLESS STEEL ROD
 PV0396_STAMPING: F 357 1985
 PV0396_MARK LOGO: NGS   
 PV0396_PROJECTION: FLUSH
 PV0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0396+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 PV0396_ROD/PIPE-DEPTH: 7.3  meters
 PV0396
 PV0396  HISTORY     - Date     Condition        Report By
 PV0396  HISTORY     - 1985     MONUMENTED       NGS
 PV0396  HISTORY     - 20050607 GOOD             INDIV
 PV0396
 PV0396                          STATION DESCRIPTION
 PV0396
 PV0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0396'16.3 KM (10.1 MI) NORTH FROM GILLETTE.
 PV0396'16.33 KM (10.15 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0396'GILLETTE AVENUE AT GILLETTE, ON THE OUTSIDE OF THE NORTHEAST END OF A
 PV0396'CURVE, IN THE NORTH CORNER OF THE Y JUNCTION OF A GRAVEL ROAD LEADING
 PV0396'WEST, 1.22 KM (0.76 MI) SOUTHWEST OF THE T JUNCTION OF THE MAIN
 PV0396'ENTRANCE ROAD LEADING NORTH TO THE RAWHIDE COAL MINE, 46.3 METERS (152
 PV0396'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 64.0 METERS (210 FT) SOUTH OF
 PV0396'THE WOODEN POST BRACE FOR A RIGHT ANGLED OFFSET IN THE RIGHT OF WAY
 PV0396'FENCE, 55.6 METERS (182.5 FT) NORTHEAST OF MILEPOST 123, 9.4 METERS
 PV0396'(31 FT) NORTH OF THE CENTER OF THE ROAD AND 0.3 METER (1 FT) EAST OF
 PV0396'THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PV0396'5-INCH LOGO CAP.
 PV0396'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0396'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 PV0396
 PV0396                          STATION RECOVERY (2005)
 PV0396
 PV0396'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (AWE)
 PV0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0406 ***********************************************************************
 PV0406  DESIGNATION -  F 358
 PV0406  PID         -  PV0406
 PV0406  STATE/COUNTY-  WY/CAMPBELL
 PV0406  USGS QUAD   -  GILLETTE EAST (1971)
 PV0406
 PV0406                         *CURRENT SURVEY CONTROL
 PV0406  ___________________________________________________________________
 PV0406* NAD 83(1986)-  44 17 02.     (N)    105 22 55.     (W)     SCALED    
 PV0406* NAVD 88     -      1349.975  (meters)    4429.04   (feet)  ADJUSTED  
 PV0406  ___________________________________________________________________
 PV0406  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PV0406  DYNAMIC HT  -        1349.440 (meters)    4427.29  (feet)  COMP
 PV0406  MODELED GRAV-     980,174.1   (mgal)                       NAVD 88
 PV0406
 PV0406  VERT ORDER  -  FIRST     CLASS II
 PV0406
 PV0406.The horizontal coordinates were scaled from a topographic map and have
 PV0406.an estimated accuracy of +/- 6 seconds.
 PV0406
 PV0406.The orthometric height was determined by differential leveling
 PV0406.and adjusted by the National Geodetic Survey in June 1991..
 PV0406
 PV0406.The geoid height was determined by GEOID03.
 PV0406
 PV0406.The dynamic height is computed by dividing the NAVD 88
 PV0406.geopotential number by the normal gravity value computed on the
 PV0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0406.degrees latitude (g = 980.6199 gals.).
 PV0406
 PV0406.The modeled gravity was interpolated from observed gravity values.
 PV0406
 PV0406;                    North         East    Units  Estimated Accuracy
 PV0406;SPC WY E     -   420,310.      182,820.      MT  (+/- 180 meters Scaled)
 PV0406
 PV0406                          SUPERSEDED SURVEY CONTROL
 PV0406
 PV0406.No superseded survey control is available for this station.
 PV0406
 PV0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK695034(NAD 83)
 PV0406_MARKER: I = METAL ROD
 PV0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0406_SP_SET: STAINLESS STEEL ROD
 PV0406_STAMPING: F 358 1985
 PV0406_MARK LOGO: NGS   
 PV0406_PROJECTION: FLUSH
 PV0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0406_ROD/PIPE-DEPTH: 9.8  meters
 PV0406
 PV0406  HISTORY     - Date     Condition        Report By
 PV0406  HISTORY     - 1985     MONUMENTED       NGS
 PV0406
 PV0406                          STATION DESCRIPTION
 PV0406
 PV0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0406'9.9 KM (6.15 MI) EAST FROM GILLETTE.
 PV0406'9.93 KM (6.17 MI) EAST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0406'FROM THE JUNCTION OF GILLETTE AVENUE AT GILLETTE, IN THE SOUTHEAST
 PV0406'CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 0.46 KM (0.29
 PV0406'MI) WEST OF THE T JUNCTION OF WYO-DAK ROAD LEADING NORTH, 0.17 KM
 PV0406'(0.11 MI) WEST OF MILEPOST 132, 29.6 METERS (97 FT) SOUTH OF THE
 PV0406'HIGHWAY CENTERLINE, 127.7 METERS (419 FT) EAST OF THE CENTER OF THE
 PV0406'GRAVEL ROAD, 5.8 METERS (19 FT) SOUTH-SOUTHWEST OF A WATER PIPELINE
 PV0406'VENT, 0.5 METER (1.5 FT) SOUTHWEST OF A 5-FOOT TALL GILLETTE WATER
 PV0406'DEPARTMENT PIPE REFERENCE MARK 458+50 AND 0.3 METER (1 FT) NORTH OF A
 PV0406'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PV0406'5-INCH LOGO CAP.
 PV0406'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PV0406'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0178 ***********************************************************************
 PV0178  DESIGNATION -  F 36
 PV0178  PID         -  PV0178
 PV0178  STATE/COUNTY-  WY/CAMPBELL
 PV0178  USGS QUAD   -  NIPPLE BUTTE (1972)
 PV0178
 PV0178                         *CURRENT SURVEY CONTROL
 PV0178  ___________________________________________________________________
 PV0178* NAD 83(1986)-  44 54 35.     (N)    105 22 12.     (W)     SCALED    
 PV0178* NAVD 88     -      1056.204  (meters)    3465.23   (feet)  ADJUSTED  
 PV0178  ___________________________________________________________________
 PV0178  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 PV0178  DYNAMIC HT  -        1055.887 (meters)    3464.19  (feet)  COMP
 PV0178  MODELED GRAV-     980,280.8   (mgal)                       NAVD 88
 PV0178
 PV0178  VERT ORDER  -  FIRST     CLASS II
 PV0178
 PV0178.The horizontal coordinates were scaled from a topographic map and have
 PV0178.an estimated accuracy of +/- 6 seconds.
 PV0178
 PV0178.The orthometric height was determined by differential leveling
 PV0178.and adjusted by the National Geodetic Survey in June 1991..
 PV0178
 PV0178.The geoid height was determined by GEOID03.
 PV0178
 PV0178.The dynamic height is computed by dividing the NAVD 88
 PV0178.geopotential number by the normal gravity value computed on the
 PV0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0178.degrees latitude (g = 980.6199 gals.).
 PV0178
 PV0178.The modeled gravity was interpolated from observed gravity values.
 PV0178
 PV0178;                    North         East    Units  Estimated Accuracy
 PV0178;SPC WY E     -   489,850.      183,940.      MT  (+/- 180 meters Scaled)
 PV0178
 PV0178                          SUPERSEDED SURVEY CONTROL
 PV0178
 PV0178  NGVD 29 (??/??/92) 1055.558  (m)         3463.11   (f) ADJ UNCH    1 2
 PV0178
 PV0178.Superseded values are not recommended for survey control.
 PV0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0178.See file dsdata.txt to determine how the superseded data were derived.
 PV0178
 PV0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK707729(NAD 83)
 PV0178_MARKER: DB = BENCH MARK DISK
 PV0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0178_SP_SET: CONCRETE POST
 PV0178_STAMPING: F 36 1933
 PV0178_MARK LOGO: CGS   
 PV0178_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0178+STABILITY: SURFACE MOTION
 PV0178
 PV0178  HISTORY     - Date     Condition        Report By
 PV0178  HISTORY     - 1933     MONUMENTED       CGS
 PV0178  HISTORY     - 1972     GOOD             USGS
 PV0178  HISTORY     - 1972     GOOD             NGS
 PV0178  HISTORY     - 1985     GOOD             NGS
 PV0178
 PV0178                          STATION DESCRIPTION
 PV0178
 PV0178'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 PV0178'40.7 MI S FROM GILLETTE.
 PV0178'GILLETTE, WYO., CB AND Q R.R. STA., THENCE NORTH OF WYO. ST. HWY
 PV0178'59 49.5 MILES.  JUNC. WYO. ST. HWY. 59 AND ELK CREEK ROAD, 7.45
 PV0178'MILES NORTH OF, 0.6 MILES SOUTH OF BRIDGE ACROSS OLMSTEAD
 PV0178'CREEK.  TO FENCE EAST.  ABOUT 550 FEET EAST OF CENTER LINE OF
 PV0178'HWY., 68 FEET EAST AND 24 FEET NORTH OF CENTER LINE OF OLD ROAD
 PV0178'TRACE AT FENCE.  A STANDARD DISK STAMPED F 36 1933 AND SET IN THE
 PV0178'TOP OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE GROUND.
 PV0178
 PV0178                          STATION RECOVERY (1972)
 PV0178
 PV0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PV0178'RECOVERED IN GOOD CONDITION.
 PV0178
 PV0178                          STATION RECOVERY (1985)
 PV0178
 PV0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0178'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.85 KM
 PV0178'(14.3 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY SCHOOL IN
 PV0178'BIDDLE MONTANA,  THENCE 0.15 KM (0.1 MI) EAST ACROSS COUNTRY, 0.38 KM
 PV0178'(0.24 MI) SOUTH OF MILEPOST 164, 17.7 METERS (58 FT) EAST OF THE
 PV0178'CENTER OF THE OLD HIGHWAY BED AND 7.6 METERS (25 FT) NORTH OF THE
 PV0178'FENCE LINE DIVIDING SECTIONS 23 AND 26.
 PV0178'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 PV0178'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0300 ***********************************************************************
 OV0300  DESIGNATION -  F 360
 OV0300  PID         -  OV0300
 OV0300  STATE/COUNTY-  WY/NATRONA
 OV0300  USGS QUAD   -  SALT CREEK (1978)
 OV0300
 OV0300                         *CURRENT SURVEY CONTROL
 OV0300  ___________________________________________________________________
 OV0300* NAD 83(1986)-  43 18 19.     (N)    106 15 47.     (W)     SCALED    
 OV0300* NAVD 88     -      1535.962  (meters)    5039.24   (feet)  ADJUSTED  
 OV0300  ___________________________________________________________________
 OV0300  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 OV0300  DYNAMIC HT  -        1535.079 (meters)    5036.34  (feet)  COMP
 OV0300  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 OV0300
 OV0300  VERT ORDER  -  FIRST     CLASS II
 OV0300
 OV0300.The horizontal coordinates were scaled from a topographic map and have
 OV0300.an estimated accuracy of +/- 6 seconds.
 OV0300
 OV0300.The orthometric height was determined by differential leveling
 OV0300.and adjusted by the National Geodetic Survey in June 1991..
 OV0300
 OV0300.The geoid height was determined by GEOID03.
 OV0300
 OV0300.The dynamic height is computed by dividing the NAVD 88
 OV0300.geopotential number by the normal gravity value computed on the
 OV0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0300.degrees latitude (g = 980.6199 gals.).
 OV0300
 OV0300.The modeled gravity was interpolated from observed gravity values.
 OV0300
 OV0300;                    North         East    Units  Estimated Accuracy
 OV0300;SPC WYEC     -   412,120.      486,830.      MT  (+/- 180 meters Scaled)
 OV0300
 OV0300                          SUPERSEDED SURVEY CONTROL
 OV0300
 OV0300  NGVD 29 (06/08/92) 1535.124  (m)         5036.49   (f) ADJUSTED    1 2
 OV0300
 OV0300.Superseded values are not recommended for survey control.
 OV0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0300.See file dsdata.txt to determine how the superseded data were derived.
 OV0300
 OV0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH975954(NAD 83)
 OV0300_MARKER: I = METAL ROD
 OV0300_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0300_SP_SET: STAINLESS STEEL ROD
 OV0300_STAMPING: F 360 1985
 OV0300_MARK LOGO: NGS   
 OV0300_PROJECTION: FLUSH
 OV0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0300_ROD/PIPE-DEPTH: 10.5 meters
 OV0300
 OV0300  HISTORY     - Date     Condition        Report By
 OV0300  HISTORY     - 1985     MONUMENTED       NGS
 OV0300
 OV0300                          STATION DESCRIPTION
 OV0300
 OV0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0300'12.0 KM (7.45 MI) SOUTH FROM MIDWEST.
 OV0300'12.04 KM (7.48 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0300'STATE HIGHWAY 387 AT MIDWEST, IN THE SOUTH CORNER OF THE Y JUNCTION OF
 OV0300'THE OLD ABANDONED HIGHWAY BED, IN THE CENTER OF THE DOUBLE WOODEN POST
 OV0300'BRACE AT THE SOUTHWEST END OF A WIRE GATE IN THE RIGHT OF WAY FENCE,
 OV0300'0.44 KM (0.27 MI) SOUTHWEST OF MILEPOST 21, 45.7 METERS (150 FT)
 OV0300'SOUTHEAST OF THE HIGHWAY CENTERLINE, 14.9 METERS (49 FT) WEST OF THE
 OV0300'CENTER OF THE OLD HIGHWAY BED, 42.1 METERS (138 FT) NORTHEAST OF A
 OV0300'HIGH PRESSURE OIL PIPE LINE CROSSING AND 0.3 METER (1 FT) NORTHWEST OF
 OV0300'THE RIGHT OF WAY FENCE.
 OV0300'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OV0300'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0436 ***********************************************************************
 PV0436  DESIGNATION -  F 361
 PV0436  PID         -  PV0436
 PV0436  STATE/COUNTY-  WY/WESTON
 PV0436  USGS QUAD   -  UPTON EAST (1984)
 PV0436
 PV0436                         *CURRENT SURVEY CONTROL
 PV0436  ___________________________________________________________________
 PV0436* NAD 83(1986)-  44 05 23.     (N)    104 36 38.     (W)     SCALED    
 PV0436* NAVD 88     -      1305.944  (meters)    4284.58   (feet)  ADJUSTED  
 PV0436  ___________________________________________________________________
 PV0436  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 PV0436  DYNAMIC HT  -        1305.419 (meters)    4282.86  (feet)  COMP
 PV0436  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 PV0436
 PV0436  VERT ORDER  -  FIRST     CLASS II
 PV0436
 PV0436.The horizontal coordinates were scaled from a topographic map and have
 PV0436.an estimated accuracy of +/- 6 seconds.
 PV0436
 PV0436.The orthometric height was determined by differential leveling
 PV0436.and adjusted by the National Geodetic Survey in June 1991..
 PV0436
 PV0436.The geoid height was determined by GEOID03.
 PV0436
 PV0436.The dynamic height is computed by dividing the NAVD 88
 PV0436.geopotential number by the normal gravity value computed on the
 PV0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0436.degrees latitude (g = 980.6199 gals.).
 PV0436
 PV0436.The modeled gravity was interpolated from observed gravity values.
 PV0436
 PV0436;                    North         East    Units  Estimated Accuracy
 PV0436;SPC WY E     -   398,870.      244,530.      MT  (+/- 180 meters Scaled)
 PV0436
 PV0436                          SUPERSEDED SURVEY CONTROL
 PV0436
 PV0436.No superseded survey control is available for this station.
 PV0436
 PV0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ311819(NAD 83)
 PV0436_MARKER: I = METAL ROD
 PV0436_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PV0436_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PV0436_STAMPING: F 361 1985
 PV0436_MARK LOGO: NGS   
 PV0436_PROJECTION: FLUSH
 PV0436_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PV0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0436+STABILITY: POSITION/ELEVATION WELL
 PV0436_ROD/PIPE-DEPTH: 9.1  meters
 PV0436_SLEEVE-DEPTH  : 8.5 meters
 PV0436
 PV0436  HISTORY     - Date     Condition        Report By
 PV0436  HISTORY     - 1985     MONUMENTED       NGS
 PV0436  HISTORY     - 19991025 GOOD             WYDT
 PV0436
 PV0436                          STATION DESCRIPTION
 PV0436
 PV0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0436'1.7 KM (1.05 MI) SE FROM UPTON.
 PV0436'1.7 KM (1.05 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0436'UPTON, 0.28 KM (0.18 MI) SOUTHEAST OF THE ENTRANCE ROADS TO THE UPTON
 PV0436'CEMETARY AND A ROAD SIDE REST AREA, ON THE SOUTHEAST BOUNDARY OF THE
 PV0436'REST AREA, 56.7 METERS (186 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 PV0436'81.7 METERS (268 FT) NORTH ACROSS THE HIGHWAY FROM MILEPOST 221,
 PV0436'11.3 METERS (37 FT) NORTHEAST OF A FENCE CORNER AND 0.9 METER (3 FT)
 PV0436'NORTHWEST OF THE BOUNDARY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PV0436'THROUGH A 5-INCH LOGO CAP.
 PV0436'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PV0436'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PV0436
 PV0436                          STATION RECOVERY (1999)
 PV0436
 PV0436'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (RDR)
 PV0436'FOUND AS DESCRIBED WITH THIS CORRECTION- MILEPOSTS IN THE DESCRIPTION
 PV0436'IS IN THE 200 SERIES.  POINT AT HIGHWAY MILEPOST 220.95.  LATITUDE AND
 PV0436'LONGITUDE ARE FROM A HAND HELD GPS RECEIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0344 ***********************************************************************
 OU0344  FBN         -  This is a Federal Base Network Control Station.
 OU0344  DESIGNATION -  F 362
 OU0344  PID         -  OU0344
 OU0344  STATE/COUNTY-  WY/WESTON
 OU0344  USGS QUAD   -  NEWCASTLE (1979)
 OU0344
 OU0344                         *CURRENT SURVEY CONTROL
 OU0344  ___________________________________________________________________
 OU0344* NAD 83(1993)-  43 48 01.64089(N)    104 10 16.80533(W)     ADJUSTED  
 OU0344* NAVD 88     -      1307.269  (meters)    4288.93   (feet)  ADJUSTED  
 OU0344  ___________________________________________________________________
 OU0344  X           -  -1,129,067.608 (meters)                     COMP
 OU0344  Y           -  -4,471,437.425 (meters)                     COMP
 OU0344  Z           -   4,393,011.069 (meters)                     COMP
 OU0344  LAPLACE CORR-           8.81  (seconds)                    DEFLEC99
 OU0344  ELLIP HEIGHT-        1293.11  (meters)          (02/28/01) GPS OBS
 OU0344  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OU0344  DYNAMIC HT  -        1306.689 (meters)    4287.03  (feet)  COMP
 OU0344  MODELED GRAV-     980,129.7   (mgal)                       NAVD 88
 OU0344
 OU0344  HORZ ORDER  -  A
 OU0344  VERT ORDER  -  FIRST     CLASS II
 OU0344  ELLP ORDER  -  SECOND    CLASS I
 OU0344
 OU0344.The horizontal coordinates were established by GPS observations
 OU0344.and adjusted by the National Geodetic Survey in February 2001..
 OU0344
 OU0344.The orthometric height was determined by differential leveling
 OU0344.and adjusted by the National Geodetic Survey in June 1991..
 OU0344
 OU0344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OU0344
 OU0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0344
 OU0344.The ellipsoidal height was determined by GPS observations
 OU0344.and is referenced to NAD 83.
 OU0344
 OU0344.The geoid height was determined by GEOID03.
 OU0344
 OU0344.The dynamic height is computed by dividing the NAVD 88
 OU0344.geopotential number by the normal gravity value computed on the
 OU0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0344.degrees latitude (g = 980.6199 gals.).
 OU0344
 OU0344.The modeled gravity was interpolated from observed gravity values.
 OU0344
 OU0344;                    North         East     Units Scale Factor Converg.
 OU0344;SPC WY E     -   367,060.837   280,094.019   MT  1.00001638   +0 41 20.2
 OU0344;UTM  13      - 4,850,043.956   566,659.856   MT  0.99965465   +0 34 24.9
 OU0344
 OU0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0344!SPC WY E     -   0.99979727  x   1.00001638  =   0.99981365
 OU0344!UTM  13      -   0.99979727  x   0.99965465  =   0.99945199
 OU0344
 OU0344                          SUPERSEDED SURVEY CONTROL
 OU0344
 OU0344  NAVD 88 (02/28/01) 1307.27   (m)         4288.9    (f) LEVELING    3  
 OU0344
 OU0344.Superseded values are not recommended for survey control.
 OU0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0344.See file dsdata.txt to determine how the superseded data were derived.
 OU0344
 OU0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ6666050044(NAD 83)
 OU0344_MARKER: I = METAL ROD
 OU0344_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0344+WITH SETTING: INFORMATION.
 OU0344_SP_SET: SHALLOW-SET METAL ROD
 OU0344_STAMPING: F 362 1985
 OU0344_MARK LOGO: NGS   
 OU0344_PROJECTION: FLUSH
 OU0344_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0344+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2002
 OU0344_ROD/PIPE-DEPTH: 1.80 meters
 OU0344
 OU0344  HISTORY     - Date     Condition        Report By
 OU0344  HISTORY     - 1985     MONUMENTED       NGS
 OU0344  HISTORY     - 19990804 GOOD             NGS
 OU0344  HISTORY     - 20020515 GOOD             SDDT
 OU0344
 OU0344                          STATION DESCRIPTION
 OU0344
 OU0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0344'6.1 KM (3.8 MI) SOUTH FROM NEWCASTLE.
 OU0344'6.15 KM (3.85 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0344'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0344'NEWCASTLE, AT A CATTLE GUARD ACROSS THE HIGHWAY, 16.0 METERS (52.5 FT)
 OU0344'EAST OF THE HIGHWAY CENTERLINE, 10.8 METERS (35.5 FT) NORTH OF THE
 OU0344'NORTH END OF A WIRE GATE, 0.6 METER (2 FT) SOUTH OF A FENCE AND
 OU0344'0.3 METER (1 FT) WEST OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM
 OU0344'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0344'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OU0344'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 OU0344
 OU0344                          STATION RECOVERY (1999)
 OU0344
 OU0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OU0344'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 OU0344'CONDITION NEW DESCRIPTION FOLLOWS, THE STATION IS LOCATED ABOUT 6.35
 OU0344'KM (3.95 MI) SOUTHEAST OF NEWCASTLE ON THE SOUTHWEST SIDE OF A
 OU0344'RIGHT-OF-WAY FENCE FOR A GRAVEL COUNTY ROAD AND AT A CATTLE GUARD IN
 OU0344'THE ROAD.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 16
 OU0344'AND 85 ON THE EAST SIDE OF NEWCASTLE, GO SOUTH ON HIGHWAY 85 FOR 0.40
 OU0344'KM (0.25 MI) TO THE JUNCTION OF A PAVED CROSS ROAD JUST BEFORE A
 OU0344'RAILROAD OVERPASS BRIDGE, TURN LEFT, EAST ON THE ROAD FOR 2.25 KM
 OU0344'(1.40 MI) TO A PAVED ROAD LEFT, CONTINUE AHEAD, SOUTHEASTERLY ON THE
 OU0344'ROAD FOR 2.66 KM (1.65 MI) TO A RAILROAD OVERPASS BRIDGE, CONTINUE
 OU0344'AHEAD ON THE ROAD FOR 0.16 KM (0.10 MI) TO A FORK, TURN LEFT,
 OU0344'SOUTHEAST ON THE PAVED THEN GRAVEL ROAD FOR 1.05 KM (0.65 MI) TO A
 OU0344'CATTLE GUARD AND THE STATION ON THE LEFT ON THE SOUTHWEST SIDE OF A
 OU0344'RIGHT-OF-WAY FENCE.  THE STATION IS A PUNCH MARK ON THE TOP OF A
 OU0344'STAINLESS STEEL DATUM CAP CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 OU0344'DRIVEN TO REFUSAL, ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO CAP
 OU0344'SURROUNDED BY CONCRETE ABOUT FLUSH WITH THE GROUND AND ABOUT 0.46 M
 OU0344'(1.51 FT) BELOW THE ROAD.  LOCATED 16.16 M (53.02 FT) NORTHEAST OF THE
 OU0344'CENTER OF THE ROAD, 15.85 M (52.00 FT) NORTHWEST OF THE CENTER OF A
 OU0344'DIRT ROAD, 12.96 M (42.52 FT) NORTHEAST OF THE EAST CORNER OF THE
 OU0344'CATTLE GUARD, 0.3 M (1.0 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE AND
 OU0344'0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 OU0344
 OU0344                          STATION RECOVERY (2002)
 OU0344
 OU0344'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OU0344'RECOVERED AS DESCRIBED
 OU0344'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0321 ***********************************************************************
 NR0321  DESIGNATION -  F 364
 NR0321  PID         -  NR0321
 NR0321  STATE/COUNTY-  WY/NATRONA
 NR0321  USGS QUAD   -  THE REEFS (1984)
 NR0321
 NR0321                         *CURRENT SURVEY CONTROL
 NR0321  ___________________________________________________________________
 NR0321* NAD 83(1986)-  42 58 56.     (N)    106 19 51.     (W)     SCALED    
 NR0321* NAVD 88     -      1617.087  (meters)    5305.39   (feet)  ADJUSTED  
 NR0321  ___________________________________________________________________
 NR0321  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NR0321  DYNAMIC HT  -        1616.087 (meters)    5302.11  (feet)  COMP
 NR0321  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 NR0321
 NR0321  VERT ORDER  -  FIRST     CLASS II
 NR0321
 NR0321.The horizontal coordinates were scaled from a topographic map and have
 NR0321.an estimated accuracy of +/- 6 seconds.
 NR0321
 NR0321.The orthometric height was determined by differential leveling
 NR0321.and adjusted by the National Geodetic Survey in June 1991..
 NR0321
 NR0321.The geoid height was determined by GEOID03.
 NR0321
 NR0321.The dynamic height is computed by dividing the NAVD 88
 NR0321.geopotential number by the normal gravity value computed on the
 NR0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0321.degrees latitude (g = 980.6199 gals.).
 NR0321
 NR0321.The modeled gravity was interpolated from observed gravity values.
 NR0321
 NR0321;                    North         East    Units  Estimated Accuracy
 NR0321;SPC WYEC     -   376,170.      481,760.      MT  (+/- 180 meters Scaled)
 NR0321
 NR0321                          SUPERSEDED SURVEY CONTROL
 NR0321
 NR0321  NGVD 29 (06/08/92) 1616.210  (m)         5302.52   (f) ADJUSTED    1 2
 NR0321
 NR0321.Superseded values are not recommended for survey control.
 NR0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0321.See file dsdata.txt to determine how the superseded data were derived.
 NR0321
 NR0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH914597(NAD 83)
 NR0321_MARKER: I = METAL ROD
 NR0321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0321_SP_SET: STAINLESS STEEL ROD
 NR0321_STAMPING: F 364 1985
 NR0321_MARK LOGO: NGS   
 NR0321_PROJECTION: FLUSH
 NR0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0321_ROD/PIPE-DEPTH: 5.2  meters
 NR0321
 NR0321  HISTORY     - Date     Condition        Report By
 NR0321  HISTORY     - 1985     MONUMENTED       NGS
 NR0321  HISTORY     - 19920825 GOOD             USPSQD
 NR0321
 NR0321                          STATION DESCRIPTION
 NR0321
 NR0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NR0321'15.5 KM (9.65 MI) NORTH FROM CASPER.
 NR0321'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 NR0321'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 NR0321'9.52 KM (5.92 MI) NORTH ALONG THE I 25 SERVICE ROAD, IN THE SOUTHWEST
 NR0321'CORNER OF THE JUNCTION OF ORMSBY ROAD, AT A TRIPLE WOODEN POST BRACE
 NR0321'FOR A RIGHT ANGLE OFFSET IN THE RIGHT OF WAY FENCE, 45.1 METERS
 NR0321'(148 FT) WEST OF THE CENTER OF THE ROAD, 29.0 METERS (95 FT) SOUTH OF
 NR0321'THE CENTER OF ORMSBY ROAD, 45.0 METERS (147.6 FT) EAST OF THE
 NR0321'SOUTHEAST CORNER OF A CATTLE GUARD IN THE I 25 OFFRAMP EXIT 197,
 NR0321'1.2 METERS (4 FT) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER POST OF THE
 NR0321'RIGHT ANGLE FENCE OFFSET AND 0.3 METER (1 FT) EAST OF THE NORTH-SOUTH
 NR0321'PORTION OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NR0321'THROUGH A 5-INCH LOGO CAP.
 NR0321'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NR0321'THE MARK IS 1.0 M BELOW THE ROAD.
 NR0321
 NR0321                          STATION RECOVERY (1992)
 NR0321
 NR0321'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 NR0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0956 ***********************************************************************
 PY0956  DESIGNATION -  F 365
 PY0956  PID         -  PY0956
 PY0956  STATE/COUNTY-  WY/PARK
 PY0956  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0956
 PY0956                         *CURRENT SURVEY CONTROL
 PY0956  ___________________________________________________________________
 PY0956* NAD 83(1986)-  44 43 25.     (N)    110 40 37.     (W)     SCALED    
 PY0956* NAVD 88     -      2299.241  (meters)    7543.43   (feet)  ADJUSTED  
 PY0956  ___________________________________________________________________
 PY0956  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0956  DYNAMIC HT  -        2297.832 (meters)    7538.80  (feet)  COMP
 PY0956  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 PY0956
 PY0956  VERT ORDER  -  FIRST     CLASS II
 PY0956
 PY0956.The horizontal coordinates were scaled from a topographic map and have
 PY0956.an estimated accuracy of +/- 6 seconds.
 PY0956
 PY0956.The orthometric height was determined by differential leveling
 PY0956.and adjusted by the National Geodetic Survey in June 1991..
 PY0956
 PY0956.The geoid height was determined by GEOID03.
 PY0956
 PY0956.The dynamic height is computed by dividing the NAVD 88
 PY0956.geopotential number by the normal gravity value computed on the
 PY0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0956.degrees latitude (g = 980.6199 gals.).
 PY0956
 PY0956.The modeled gravity was interpolated from observed gravity values.
 PY0956
 PY0956;                    North         East    Units  Estimated Accuracy
 PY0956;SPC WYWC     -   470,960.      447,350.      MT  (+/- 180 meters Scaled)
 PY0956
 PY0956                          SUPERSEDED SURVEY CONTROL
 PY0956
 PY0956  NGVD 29 (08/20/92) 2297.916  (m)         7539.08   (f) ADJUSTED    1 2
 PY0956
 PY0956.Superseded values are not recommended for survey control.
 PY0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0956.See file dsdata.txt to determine how the superseded data were derived.
 PY0956
 PY0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ255522(NAD 83)
 PY0956_MARKER: I = METAL ROD
 PY0956_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY0956+WITH SETTING: INFORMATION.
 PY0956_SP_SET: SHALLOW-SET METAL ROD
 PY0956_STAMPING: F 365 1987
 PY0956_MARK LOGO: NGS   
 PY0956_PROJECTION: FLUSH
 PY0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0956_ROD/PIPE-DEPTH: 2.1  meters
 PY0956
 PY0956  HISTORY     - Date     Condition        Report By
 PY0956  HISTORY     - 1987     MONUMENTED       NGS
 PY0956
 PY0956                          STATION DESCRIPTION
 PY0956
 PY0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0956'2.1 KM (1.30 MI) EAST FROM NORRIS JUNCTION.
 PY0956'2.1 KM (1.30 MI) EASTERLY ALONG CANYON VILLAGE HIGHWAY FROM THE
 PY0956'MUSEUM AT NORRIS JUNCTION, AT THE WEST END OF A SMALL HIGHWAY PULLOUT
 PY0956'ON THE SOUTH SIDE OF THE HIGHWAY, AND 12.6 M (41.3 FT) SOUTHWEST OF
 PY0956'THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 PY0956'THROUGH A 5-INCH LOGO CAP.
 PY0956'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0987 ***********************************************************************
 PY0987  DESIGNATION -  F 366
 PY0987  PID         -  PY0987
 PY0987  STATE/COUNTY-  WY/PARK
 PY0987  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0987
 PY0987                         *CURRENT SURVEY CONTROL
 PY0987  ___________________________________________________________________
 PY0987* NAD 83(1986)-  44 51 34.     (N)    110 24 35.     (W)     SCALED    
 PY0987* NAVD 88     -      2280.948  (meters)    7483.41   (feet)  ADJUSTED  
 PY0987  ___________________________________________________________________
 PY0987  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY0987  DYNAMIC HT  -        2279.576 (meters)    7478.91  (feet)  COMP
 PY0987  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 PY0987
 PY0987  VERT ORDER  -  FIRST     CLASS II
 PY0987
 PY0987.The horizontal coordinates were scaled from a topographic map and have
 PY0987.an estimated accuracy of +/- 6 seconds.
 PY0987
 PY0987.The orthometric height was determined by differential leveling
 PY0987.and adjusted by the National Geodetic Survey in June 1991..
 PY0987
 PY0987.The geoid height was determined by GEOID03.
 PY0987
 PY0987.The dynamic height is computed by dividing the NAVD 88
 PY0987.geopotential number by the normal gravity value computed on the
 PY0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0987.degrees latitude (g = 980.6199 gals.).
 PY0987
 PY0987.The modeled gravity was interpolated from observed gravity values.
 PY0987
 PY0987;                    North         East    Units  Estimated Accuracy
 PY0987;SPC WYWC     -   485,590.      468,830.      MT  (+/- 180 meters Scaled)
 PY0987
 PY0987                          SUPERSEDED SURVEY CONTROL
 PY0987
 PY0987  NGVD 29 (08/20/92) 2279.617  (m)         7479.04   (f) ADJUSTED    1 2
 PY0987
 PY0987.Superseded values are not recommended for survey control.
 PY0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0987.See file dsdata.txt to determine how the superseded data were derived.
 PY0987
 PY0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ466675(NAD 83)
 PY0987_MARKER: I = METAL ROD
 PY0987_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY0987+WITH SETTING: INFORMATION.
 PY0987_SP_SET: SHALLOW-SET METAL ROD
 PY0987_STAMPING: F 366 1987
 PY0987_MARK LOGO: NGS   
 PY0987_PROJECTION: FLUSH
 PY0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0987_ROD/PIPE-DEPTH: 2.7  meters
 PY0987
 PY0987  HISTORY     - Date     Condition        Report By
 PY0987  HISTORY     - 1987     MONUMENTED       NGS
 PY0987
 PY0987                          STATION DESCRIPTION
 PY0987
 PY0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0987'10.2 KM (6.35 MI) SOUTH FROM TOWER JUNCTION.
 PY0987'10.2 KM (6.35 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0987'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, 14.3 M (46.9 FT)
 PY0987'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) SOUTH OF A
 PY0987'SIGN (BEAR MANAGEMENT AREA).  NOTE--ACCESS TO DATUM POINT IS HAD
 PY0987'THROUGH A 5-INCH LOGO CAP.
 PY0987'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0783 ***********************************************************************
 PY0783  DESIGNATION -  F 367
 PY0783  PID         -  PY0783
 PY0783  STATE/COUNTY-  WY/TETON
 PY0783  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0783
 PY0783                         *CURRENT SURVEY CONTROL
 PY0783  ___________________________________________________________________
 PY0783* NAD 83(1986)-  44 26 46.     (N)    110 48 21.     (W)     SCALED    
 PY0783* NAVD 88     -      2309.879  (meters)    7578.33   (feet)  ADJUSTED  
 PY0783  ___________________________________________________________________
 PY0783  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PY0783  DYNAMIC HT  -        2308.371 (meters)    7573.38  (feet)  COMP
 PY0783  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 PY0783
 PY0783  VERT ORDER  -  FIRST     CLASS II
 PY0783
 PY0783.The horizontal coordinates were scaled from a topographic map and have
 PY0783.an estimated accuracy of +/- 6 seconds.
 PY0783
 PY0783.The orthometric height was determined by differential leveling
 PY0783.and adjusted by the National Geodetic Survey in June 1991..
 PY0783
 PY0783.The geoid height was determined by GEOID03.
 PY0783
 PY0783.The dynamic height is computed by dividing the NAVD 88
 PY0783.geopotential number by the normal gravity value computed on the
 PY0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0783.degrees latitude (g = 980.6199 gals.).
 PY0783
 PY0783.The modeled gravity was interpolated from observed gravity values.
 PY0783
 PY0783;                    North         East    Units  Estimated Accuracy
 PY0783;SPC WY W     -   538,570.      742,490.      MT  (+/- 180 meters Scaled)
 PY0783
 PY0783                          SUPERSEDED SURVEY CONTROL
 PY0783
 PY0783  NGVD 29 (08/20/92) 2308.526  (m)         7573.89   (f) ADJUSTED    1 2
 PY0783
 PY0783.Superseded values are not recommended for survey control.
 PY0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0783.See file dsdata.txt to determine how the superseded data were derived.
 PY0783
 PY0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ154214(NAD 83)
 PY0783_MARKER: DB = BENCH MARK DISK
 PY0783_SETTING: 66 = SET IN ROCK OUTCROP
 PY0783_SP_SET: BEDROCK
 PY0783_STAMPING: F 367 1987
 PY0783_MARK LOGO: NGS   
 PY0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0783+STABILITY: POSITION/ELEVATION WELL
 PY0783
 PY0783  HISTORY     - Date     Condition        Report By
 PY0783  HISTORY     - 1987     MONUMENTED       NGS
 PY0783
 PY0783                          STATION DESCRIPTION
 PY0783
 PY0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0783'24.3 KM (15.10 MI) NW FROM WEST THUMB.
 PY0783'24.3 KM (15.10 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0783'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0783'THUMB, IN A LARGE EXPOSED AREA OF BEDROCK AT KEPLER CASCADES, 39.3 M
 PY0783'(128.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.9 M (52.2
 PY0783'FT) SOUTHWEST OF BENCH MARK F 10, 12.2 M (40.0 FT) NORTHEAST OF THE
 PY0783'SOUTHWEST END OF A WOODEN WALKWAY, AND 2.4 M (7.9 FT) SOUTHEAST OF
 PY0783'THE CENTER OF THE WALKWAY.
 PY0783'THE MARK IS 2.0 M BELOW THE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0942 ***********************************************************************
 PY0942  DESIGNATION -  F 368
 PY0942  PID         -  PY0942
 PY0942  STATE/COUNTY-  WY/TETON
 PY0942  USGS QUAD   -  LAKE (1986)
 PY0942
 PY0942                         *CURRENT SURVEY CONTROL
 PY0942  ___________________________________________________________________
 PY0942* NAD 83(1986)-  44 31 42.     (N)    110 26 43.     (W)     SCALED    
 PY0942* NAVD 88     -      2384.430  (meters)    7822.92   (feet)  ADJUSTED  
 PY0942  ___________________________________________________________________
 PY0942  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 PY0942  DYNAMIC HT  -        2382.844 (meters)    7817.71  (feet)  COMP
 PY0942  MODELED GRAV-     979,866.6   (mgal)                       NAVD 88
 PY0942
 PY0942  VERT ORDER  -  FIRST     CLASS II
 PY0942
 PY0942.The horizontal coordinates were scaled from a topographic map and have
 PY0942.an estimated accuracy of +/- 6 seconds.
 PY0942
 PY0942.The orthometric height was determined by differential leveling
 PY0942.and adjusted by the National Geodetic Survey in June 1991..
 PY0942
 PY0942.The geoid height was determined by GEOID03.
 PY0942
 PY0942.The dynamic height is computed by dividing the NAVD 88
 PY0942.geopotential number by the normal gravity value computed on the
 PY0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0942.degrees latitude (g = 980.6199 gals.).
 PY0942
 PY0942.The modeled gravity was interpolated from observed gravity values.
 PY0942
 PY0942;                    North         East    Units  Estimated Accuracy
 PY0942;SPC WY W     -   547,520.      771,230.      MT  (+/- 180 meters Scaled)
 PY0942
 PY0942                          SUPERSEDED SURVEY CONTROL
 PY0942
 PY0942  NGVD 29 (08/20/92) 2383.050  (m)         7818.39   (f) ADJUSTED    1 2
 PY0942
 PY0942.Superseded values are not recommended for survey control.
 PY0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0942.See file dsdata.txt to determine how the superseded data were derived.
 PY0942
 PY0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ440307(NAD 83)
 PY0942_MARKER: I = METAL ROD
 PY0942_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0942_SP_SET: STAINLESS STEEL ROD
 PY0942_STAMPING: F 368 1987
 PY0942_MARK LOGO: NGS   
 PY0942_PROJECTION: FLUSH
 PY0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0942_ROD/PIPE-DEPTH: 25.6 meters
 PY0942
 PY0942  HISTORY     - Date     Condition        Report By
 PY0942  HISTORY     - 1987     MONUMENTED       NGS
 PY0942
 PY0942                          STATION DESCRIPTION
 PY0942
 PY0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0942'4.1 KM (2.55 MI) SW FROM LAKE VILLAGE.
 PY0942'3.2 KM (2.00 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE
 PY0942'JUNCTION OF LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, THENCE 0.9 KM
 PY0942'(0.55 MI) SOUTHWESTERLY ALONG A SERVICE ROAD (OLD HIGHWAY), 12.3 M
 PY0942'(40.4 FT) NORTH-NORTHWEST OF THE CENTER OF THE ROAD, AND 5.2 M (17.1
 PY0942'FT) NORTHWEST OF THE CENTER OF A TRAIL.  NOTE--ACCESS TO DATUM POINT
 PY0942'IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0942'THE MARK IS 0.8 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0819 ***********************************************************************
 PY0819  DESIGNATION -  F 369
 PY0819  PID         -  PY0819
 PY0819  STATE/COUNTY-  WY/TETON
 PY0819  USGS QUAD   -  LEWIS CANYON (1996)
 PY0819
 PY0819                         *CURRENT SURVEY CONTROL
 PY0819  ___________________________________________________________________
 PY0819* NAD 83(1986)-  44 12 54.     (N)    110 39 41.     (W)     SCALED    
 PY0819* NAVD 88     -      2366.321  (meters)    7763.50   (feet)  ADJUSTED  
 PY0819  ___________________________________________________________________
 PY0819  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0819  DYNAMIC HT  -        2364.725 (meters)    7758.27  (feet)  COMP
 PY0819  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 PY0819
 PY0819  VERT ORDER  -  FIRST     CLASS II
 PY0819
 PY0819.The horizontal coordinates were scaled from a topographic map and have
 PY0819.an estimated accuracy of +/- 6 seconds.
 PY0819
 PY0819.The orthometric height was determined by differential leveling
 PY0819.and adjusted by the National Geodetic Survey in June 1991..
 PY0819
 PY0819.The geoid height was determined by GEOID03.
 PY0819
 PY0819.The dynamic height is computed by dividing the NAVD 88
 PY0819.geopotential number by the normal gravity value computed on the
 PY0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0819.degrees latitude (g = 980.6199 gals.).
 PY0819
 PY0819.The modeled gravity was interpolated from observed gravity values.
 PY0819
 PY0819;                    North         East    Units  Estimated Accuracy
 PY0819;SPC WY W     -   512,800.      753,810.      MT  (+/- 180 meters Scaled)
 PY0819
 PY0819                          SUPERSEDED SURVEY CONTROL
 PY0819
 PY0819  NGVD 29 (08/20/92) 2364.963  (m)         7759.05   (f) ADJUSTED    1 2
 PY0819
 PY0819.Superseded values are not recommended for survey control.
 PY0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0819.See file dsdata.txt to determine how the superseded data were derived.
 PY0819
 PY0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP270958(NAD 83)
 PY0819_MARKER: DB = BENCH MARK DISK
 PY0819_SETTING: 66 = SET IN ROCK OUTCROP
 PY0819_SP_SET: BEDROCK
 PY0819_STAMPING: F 369 1987
 PY0819_MARK LOGO: NGS   
 PY0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0819+STABILITY: POSITION/ELEVATION WELL
 PY0819
 PY0819  HISTORY     - Date     Condition        Report By
 PY0819  HISTORY     - 1987     MONUMENTED       NGS
 PY0819
 PY0819                          STATION DESCRIPTION
 PY0819
 PY0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0819'14.6 KM (9.05 MI) NORTH FROM FLAGG RANCH.
 PY0819'14.6 KM (9.05 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0819'FLAGG RANCH HEADQUARTERS IN FLAGG RANCH, NEAR THE CENTER OF THE MOST
 PY0819'SOUTHEASTERN 1/2 OF A 1 BY 18 FOOT EXPOSED AREA OF BEDROCK IN A
 PY0819'HIGHWAY CUT, 31.0 M (101.7 FT) NORTHEAST OF THE SOUTHWEST END OF A
 PY0819'HIGHWAY CUT, 7.5 M (24.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 PY0819'HIGHWAY, AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 PY0819'CUT.
 PY0819'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0289 ***********************************************************************
 PW0289  DESIGNATION -  F 37
 PW0289  PID         -  PW0289
 PW0289  STATE/COUNTY-  WY/WASHAKIE
 PW0289  USGS QUAD   -  OLD MAID GULCH (1993)
 PW0289
 PW0289                         *CURRENT SURVEY CONTROL
 PW0289  ___________________________________________________________________
 PW0289* NAD 83(1986)-  44 05 42.     (N)    107 17 14.     (W)     SCALED    
 PW0289* NAVD 88     -      1831.537  (meters)    6008.97   (feet)  ADJUSTED  
 PW0289  ___________________________________________________________________
 PW0289  GEOID HEIGHT-          -9.43  (meters)                     GEOID03
 PW0289  DYNAMIC HT  -        1830.506 (meters)    6005.59  (feet)  COMP
 PW0289  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 PW0289
 PW0289  VERT ORDER  -  FIRST     CLASS II
 PW0289
 PW0289.The horizontal coordinates were scaled from a topographic map and have
 PW0289.an estimated accuracy of +/- 6 seconds.
 PW0289
 PW0289.The orthometric height was determined by differential leveling
 PW0289.and adjusted by the National Geodetic Survey in June 1991..
 PW0289
 PW0289.The geoid height was determined by GEOID03.
 PW0289
 PW0289.The dynamic height is computed by dividing the NAVD 88
 PW0289.geopotential number by the normal gravity value computed on the
 PW0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0289.degrees latitude (g = 980.6199 gals.).
 PW0289
 PW0289.The modeled gravity was interpolated from observed gravity values.
 PW0289
 PW0289;                    North         East    Units  Estimated Accuracy
 PW0289;SPC WYEC     -   499,310.      403,690.      MT  (+/- 180 meters Scaled)
 PW0289
 PW0289                          SUPERSEDED SURVEY CONTROL
 PW0289
 PW0289  NGVD 29 (??/??/92) 1830.628  (m)         6005.99   (f) ADJ UNCH    1 2
 PW0289
 PW0289.Superseded values are not recommended for survey control.
 PW0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0289.See file dsdata.txt to determine how the superseded data were derived.
 PW0289
 PW0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ169849(NAD 83)
 PW0289_MARKER: DB = BENCH MARK DISK
 PW0289_SETTING: 66 = SET IN ROCK OUTCROP
 PW0289_SP_SET: LARGE ROCK
 PW0289_STAMPING: F 37 1934
 PW0289_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0289+STABILITY: POSITION/ELEVATION WELL
 PW0289
 PW0289  HISTORY     - Date     Condition        Report By
 PW0289  HISTORY     - 1934     MONUMENTED       CGS
 PW0289  HISTORY     - 1944     GOOD             NGS
 PW0289
 PW0289                          STATION DESCRIPTION
 PW0289
 PW0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PW0289'10.4 MI NE FROM TEN SLEEP.
 PW0289'10.4 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0289'COUNTY, IN TEN SLEEP CANYON, 1.8 MILES NORTHEAST OF THE JUNCTION OF
 PW0289'LEE CREEK WITH TEN SLEEP CREEK, 41.9 FEET NORTH OF THE NORTH FACE AND
 PW0289'ACROSS THE HIGHWAY FROM A 20-FOOT SQUARE BOULDER, 22.8 FEET WEST OF
 PW0289'THE CENTERLINE OF A MASONRY CULVERT, 24.3 FEET NORTH OF THE CENTERLINE
 PW0289'OF THE HIGHWAY, AND IN THE TOP OF THE EAST END OF A LARGE ROCK. A
 PW0289'STANDARD DISK, STAMPED F 37 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0626 ***********************************************************************
 PV0626  DESIGNATION -  F 370
 PV0626  PID         -  PV0626
 PV0626  STATE/COUNTY-  WY/CROOK
 PV0626  USGS QUAD   -  RED CANYON CREEK (1984)
 PV0626
 PV0626                         *CURRENT SURVEY CONTROL
 PV0626  ___________________________________________________________________
 PV0626* NAD 83(1986)-  44 29 59.     (N)    104 13 28.     (W)     SCALED    
 PV0626* NAVD 88     -      1234.720  (meters)    4050.91   (feet)  ADJUSTED  
 PV0626  ___________________________________________________________________
 PV0626  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 PV0626  DYNAMIC HT  -        1234.289 (meters)    4049.50  (feet)  COMP
 PV0626  MODELED GRAV-     980,224.7   (mgal)                       NAVD 88
 PV0626
 PV0626  VERT ORDER  -  FIRST     CLASS II
 PV0626
 PV0626.The horizontal coordinates were scaled from a topographic map and have
 PV0626.an estimated accuracy of +/- 6 seconds.
 PV0626
 PV0626.The orthometric height was determined by differential leveling
 PV0626.and adjusted by the National Geodetic Survey in September 1993..
 PV0626
 PV0626.The geoid height was determined by GEOID03.
 PV0626
 PV0626.The dynamic height is computed by dividing the NAVD 88
 PV0626.geopotential number by the normal gravity value computed on the
 PV0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0626.degrees latitude (g = 980.6199 gals.).
 PV0626
 PV0626.The modeled gravity was interpolated from observed gravity values.
 PV0626
 PV0626;                    North         East    Units  Estimated Accuracy
 PV0626;SPC WY E     -   444,710.      274,930.      MT  (+/- 180 meters Scaled)
 PV0626
 PV0626                          SUPERSEDED SURVEY CONTROL
 PV0626
 PV0626.No superseded survey control is available for this station.
 PV0626
 PV0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK616276(NAD 83)
 PV0626_MARKER: DV = VERTICAL CONTROL DISK
 PV0626_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0626_SP_SET: PIER
 PV0626_STAMPING: F 370 1991
 PV0626_MARK LOGO: NGS   
 PV0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0626+STABILITY: POSITION/ELEVATION WELL
 PV0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0626+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0626
 PV0626  HISTORY     - Date     Condition        Report By
 PV0626  HISTORY     - 1991     MONUMENTED       NGS
 PV0626
 PV0626                          STATION DESCRIPTION
 PV0626
 PV0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0626'13.3 KM (8.25 MI) WESTERLY ALONG A PAVED ROAD (INTERSTATE HIGHWAY 90
 PV0626'FRONTAGE ROAD) FROM THE POST OFFICE IN BEULAH, SET VERTICALLY IN THE
 PV0626'NORTH FACE OF THE CENTER 1 OF 3 CONCRETE COLUMNS OF THE MOST
 PV0626'SOUTHERLY PIER OF THE WESTBOUND INTERSTATE HIGHWAY 90 OVERPASS
 PV0626'(LETTERED DHX) OF A DIRT ROAD LEADING SOUTH TO HEDGE RANCH, 45.8 M
 PV0626'(150.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 4.0 M (13.1 FT)
 PV0626'SOUTH OF THE CENTER OF THE ROAD, AND 0.8 M (2.6 FT) BELOW THE LEVEL
 PV0626'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0077 ***********************************************************************
 PW0077  DESIGNATION -  F 38
 PW0077  PID         -  PW0077
 PW0077  STATE/COUNTY-  WY/JOHNSON
 PW0077  USGS QUAD   -  NORTH RIDGE (1993)
 PW0077
 PW0077                         *CURRENT SURVEY CONTROL
 PW0077  ___________________________________________________________________
 PW0077* NAD 83(1986)-  44 19 33.     (N)    106 51 34.     (W)     SCALED    
 PW0077* NAVD 88     -      2025.083  (meters)    6643.96   (feet)  ADJUSTED  
 PW0077  ___________________________________________________________________
 PW0077  GEOID HEIGHT-         -10.77  (meters)                     GEOID03
 PW0077  DYNAMIC HT  -        2024.020 (meters)    6640.47  (feet)  COMP
 PW0077  MODELED GRAV-     980,019.6   (mgal)                       NAVD 88
 PW0077
 PW0077  VERT ORDER  -  FIRST     CLASS II
 PW0077
 PW0077.The horizontal coordinates were scaled from a topographic map and have
 PW0077.an estimated accuracy of +/- 6 seconds.
 PW0077
 PW0077.The orthometric height was determined by differential leveling
 PW0077.and adjusted by the National Geodetic Survey in June 1991..
 PW0077
 PW0077.The geoid height was determined by GEOID03.
 PW0077
 PW0077.The dynamic height is computed by dividing the NAVD 88
 PW0077.geopotential number by the normal gravity value computed on the
 PW0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0077.degrees latitude (g = 980.6199 gals.).
 PW0077
 PW0077.The modeled gravity was interpolated from observed gravity values.
 PW0077
 PW0077;                    North         East    Units  Estimated Accuracy
 PW0077;SPC WYEC     -   525,060.      437,800.      MT  (+/- 180 meters Scaled)
 PW0077
 PW0077                          SUPERSEDED SURVEY CONTROL
 PW0077
 PW0077  NGVD 29 (??/??/92) 2024.232  (m)         6641.17   (f) ADJ UNCH    1 2
 PW0077
 PW0077.Superseded values are not recommended for survey control.
 PW0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0077.See file dsdata.txt to determine how the superseded data were derived.
 PW0077
 PW0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK517097(NAD 83)
 PW0077_MARKER: DB = BENCH MARK DISK
 PW0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0077_STAMPING: F 38 1934
 PW0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0077+STABILITY: SURFACE MOTION
 PW0077
 PW0077  HISTORY     - Date     Condition        Report By
 PW0077  HISTORY     - 1934     MONUMENTED       CGS
 PW0077
 PW0077                          STATION DESCRIPTION
 PW0077
 PW0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0077'8.6 MI SW FROM BUFFALO.
 PW0077'8.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0077'COUNTY, 4.3 MILES EAST OF THE NORTH FORK OF CLEAR CREEK, 300 FEET EAST
 PW0077'OF THE BOUNDARY LINE OF THE BIG HORN NATIONAL FOREST, 46.8 FEET NORTH
 PW0077'OF THE CENTERLINE OF THE HIGHWAY, 1.8 FEET SOUTH OF THE FENCE, AND
 PW0077'24.6 FEET WEST OF THE SOUTHEAST CORNER.  A STANDARD DISK, STAMPED F 38
 PW0077'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0096 ***********************************************************************
 PW0096  DESIGNATION -  F 39
 PW0096  PID         -  PW0096
 PW0096  STATE/COUNTY-  WY/JOHNSON
 PW0096  USGS QUAD   -  BUFFALO (1970)
 PW0096
 PW0096                         *CURRENT SURVEY CONTROL
 PW0096  ___________________________________________________________________
 PW0096* NAD 83(1986)-  44 17 07.     (N)    106 41 04.     (W)     SCALED    
 PW0096* NAVD 88     -      1486.695  (meters)    4877.60   (feet)  ADJUSTED  
 PW0096  ___________________________________________________________________
 PW0096  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 PW0096  DYNAMIC HT  -        1485.981 (meters)    4875.26  (feet)  COMP
 PW0096  MODELED GRAV-     980,086.3   (mgal)                       NAVD 88
 PW0096
 PW0096  VERT ORDER  -  SECOND    CLASS 0
 PW0096
 PW0096.The horizontal coordinates were scaled from a topographic map and have
 PW0096.an estimated accuracy of +/- 6 seconds.
 PW0096
 PW0096.The orthometric height was determined by differential leveling
 PW0096.and adjusted by the National Geodetic Survey in June 1991..
 PW0096
 PW0096.The geoid height was determined by GEOID03.
 PW0096
 PW0096.The dynamic height is computed by dividing the NAVD 88
 PW0096.geopotential number by the normal gravity value computed on the
 PW0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0096.degrees latitude (g = 980.6199 gals.).
 PW0096
 PW0096.The modeled gravity was interpolated from observed gravity values.
 PW0096
 PW0096;                    North         East    Units  Estimated Accuracy
 PW0096;SPC WYEC     -   520,650.      451,790.      MT  (+/- 180 meters Scaled)
 PW0096
 PW0096                          SUPERSEDED SURVEY CONTROL
 PW0096
 PW0096  NGVD 29 (??/??/92) 1485.865  (m)         4874.88   (f) ADJ UNCH    2 0
 PW0096
 PW0096.Superseded values are not recommended for survey control.
 PW0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0096.See file dsdata.txt to determine how the superseded data were derived.
 PW0096
 PW0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK655049(NAD 83)
 PW0096_MARKER: DB = BENCH MARK DISK
 PW0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0096_STAMPING: F 39 1934
 PW0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0096+STABILITY: SURFACE MOTION
 PW0096
 PW0096  HISTORY     - Date     Condition        Report By
 PW0096  HISTORY     - 1934     MONUMENTED       CGS
 PW0096
 PW0096                          STATION DESCRIPTION
 PW0096
 PW0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0096'4 MI S FROM BUFFALO.
 PW0096'4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM BUFFALO, JOHNSON COUNTY, 0.3
 PW0096'MILE NORTH OF THE ENTRANCE TO THE CROSS H RANCH, 0.2 MILE NORTH OF AN
 PW0096'IRRIGATION DITCH, 37.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 PW0096'1.4 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED F 39 1934 AND SET
 PW0096'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0068 ***********************************************************************
 OV0068  DESIGNATION -  F 40
 OV0068  PID         -  OV0068
 OV0068  STATE/COUNTY-  WY/JOHNSON
 OV0068  USGS QUAD   -  KAYCEE (1981)
 OV0068
 OV0068                         *CURRENT SURVEY CONTROL
 OV0068  ___________________________________________________________________
 OV0068* NAD 83(1986)-  43 39 19.     (N)    106 37 47.     (W)     SCALED    
 OV0068* NAVD 88     -      1457.281  (meters)    4781.10   (feet)  ADJUSTED  
 OV0068  ___________________________________________________________________
 OV0068  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 OV0068  DYNAMIC HT  -        1456.534 (meters)    4778.65  (feet)  COMP
 OV0068  MODELED GRAV-     980,055.6   (mgal)                       NAVD 88
 OV0068
 OV0068  VERT ORDER  -  SECOND    CLASS 0
 OV0068
 OV0068.The horizontal coordinates were scaled from a topographic map and have
 OV0068.an estimated accuracy of +/- 6 seconds.
 OV0068
 OV0068.The orthometric height was determined by differential leveling
 OV0068.and adjusted by the National Geodetic Survey in June 1991..
 OV0068
 OV0068.The geoid height was determined by GEOID03.
 OV0068
 OV0068.The dynamic height is computed by dividing the NAVD 88
 OV0068.geopotential number by the normal gravity value computed on the
 OV0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0068.degrees latitude (g = 980.6199 gals.).
 OV0068
 OV0068.The modeled gravity was interpolated from observed gravity values.
 OV0068
 OV0068;                    North         East    Units  Estimated Accuracy
 OV0068;SPC WYEC     -   450,690.      456,760.      MT  (+/- 180 meters Scaled)
 OV0068
 OV0068                          SUPERSEDED SURVEY CONTROL
 OV0068
 OV0068  NGVD 29 (??/??/92) 1456.483  (m)         4778.48   (f) ADJ UNCH    2 0
 OV0068
 OV0068.Superseded values are not recommended for survey control.
 OV0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0068.See file dsdata.txt to determine how the superseded data were derived.
 OV0068
 OV0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ685348(NAD 83)
 OV0068_MARKER: DB = BENCH MARK DISK
 OV0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0068_STAMPING: F 40 1934
 OV0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0068+STABILITY: SURFACE MOTION
 OV0068
 OV0068  HISTORY     - Date     Condition        Report By
 OV0068  HISTORY     - 1934     MONUMENTED       CGS
 OV0068  HISTORY     - 1946     GOOD             NGS
 OV0068  HISTORY     - 1968     GOOD             USGS
 OV0068
 OV0068                          STATION DESCRIPTION
 OV0068
 OV0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0068'4.0 MI S FROM KAYCEE.
 OV0068'4.0 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY, 430
 OV0068'FEET WEST OF THE ROAD LEADING TO SHERNAKS RANCH, 47.6 FEET SOUTH OF
 OV0068'THE CENTERLINE OF THE HIGHWAY, AND 2.0 FEET NORTH OF A FENCE.  A
 OV0068'STANDARD DISK, STAMPED F 40 1934 AND SET IN THE TOP OF A CONCRETE
 OV0068'POST.
 OV0068
 OV0068                          STATION RECOVERY (1968)
 OV0068
 OV0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0173 ***********************************************************************
 OX0173  DESIGNATION -  F 41
 OX0173  PID         -  OX0173
 OX0173  STATE/COUNTY-  WY/TETON
 OX0173  USGS QUAD   -  JENNY LAKE (1968)
 OX0173
 OX0173                         *CURRENT SURVEY CONTROL
 OX0173  ___________________________________________________________________
 OX0173* NAD 83(1986)-  43 45 38.     (N)    110 42 48.     (W)     SCALED    
 OX0173* NAVD 88     -      2082.980  (meters)    6833.91   (feet)  ADJUSTED  
 OX0173  ___________________________________________________________________
 OX0173  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 OX0173  DYNAMIC HT  -        2081.619 (meters)    6829.44  (feet)  COMP
 OX0173  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 OX0173
 OX0173  VERT ORDER  -  SECOND    CLASS 0
 OX0173
 OX0173.The horizontal coordinates were scaled from a topographic map and have
 OX0173.an estimated accuracy of +/- 6 seconds.
 OX0173
 OX0173.The orthometric height was determined by differential leveling
 OX0173.and adjusted by the National Geodetic Survey in June 1991..
 OX0173
 OX0173.The geoid height was determined by GEOID03.
 OX0173
 OX0173.The dynamic height is computed by dividing the NAVD 88
 OX0173.geopotential number by the normal gravity value computed on the
 OX0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0173.degrees latitude (g = 980.6199 gals.).
 OX0173
 OX0173.The modeled gravity was interpolated from observed gravity values.
 OX0173
 OX0173;                    North         East    Units  Estimated Accuracy
 OX0173;SPC WY W     -   462,340.      749,270.      MT  (+/- 180 meters Scaled)
 OX0173
 OX0173                          SUPERSEDED SURVEY CONTROL
 OX0173
 OX0173  NGVD 29 (??/??/92) 2081.707  (m)         6829.73   (f) ADJ UNCH    2 0
 OX0173
 OX0173.Superseded values are not recommended for survey control.
 OX0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0173.See file dsdata.txt to determine how the superseded data were derived.
 OX0173
 OX0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP230453(NAD 83)
 OX0173_MARKER: DB = BENCH MARK DISK
 OX0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0173_STAMPING: F 41 1934
 OX0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0173+STABILITY: SURFACE MOTION
 OX0173
 OX0173  HISTORY     - Date     Condition        Report By
 OX0173  HISTORY     - 1934     MONUMENTED       CGS
 OX0173
 OX0173                          STATION DESCRIPTION
 OX0173
 OX0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0173'20.7 MI N FROM JACKSON.
 OX0173'ABOUT 20.7 MILES NORTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON
 OX0173'COUNTY, ABOUT 10.5 MILES SOUTH OF MORAN, ABOUT 1.0 MILE NORTH OF THE
 OX0173'JENNY LAKE STORE, 25.6 FEET NORTHEAST OF TWIN PINE TREES, AND 71.8
 OX0173'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OX0173'F 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0010 ***********************************************************************
 OX0010  DESIGNATION -  F 42
 OX0010  PID         -  OX0010
 OX0010  STATE/COUNTY-  WY/TETON
 OX0010  USGS QUAD   -  ANGLE MOUNTAIN (1996)
 OX0010
 OX0010                         *CURRENT SURVEY CONTROL
 OX0010  ___________________________________________________________________
 OX0010* NAD 83(1986)-  43 49 14.     (N)    110 14 33.     (W)     SCALED    
 OX0010* NAVD 88     -      2488.359  (meters)    8163.89   (feet)  ADJUSTED  
 OX0010  ___________________________________________________________________
 OX0010  GEOID HEIGHT-          -8.25  (meters)                     GEOID03
 OX0010  DYNAMIC HT  -        2486.482 (meters)    8157.73  (feet)  COMP
 OX0010  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 OX0010
 OX0010  VERT ORDER  -  SECOND    CLASS 0
 OX0010
 OX0010.The horizontal coordinates were scaled from a topographic map and have
 OX0010.an estimated accuracy of +/- 6 seconds.
 OX0010
 OX0010.The orthometric height was determined by differential leveling
 OX0010.and adjusted by the National Geodetic Survey in June 1991..
 OX0010
 OX0010.The geoid height was determined by GEOID03.
 OX0010
 OX0010.The dynamic height is computed by dividing the NAVD 88
 OX0010.geopotential number by the normal gravity value computed on the
 OX0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0010.degrees latitude (g = 980.6199 gals.).
 OX0010
 OX0010.The modeled gravity was interpolated from observed gravity values.
 OX0010
 OX0010;                    North         East    Units  Estimated Accuracy
 OX0010;SPC WY W     -   468,830.      787,200.      MT  (+/- 180 meters Scaled)
 OX0010
 OX0010                          SUPERSEDED SURVEY CONTROL
 OX0010
 OX0010  NGVD 29 (??/??/92) 2486.932  (m)         8159.21   (f) ADJ UNCH    2 0
 OX0010
 OX0010.Superseded values are not recommended for survey control.
 OX0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0010.See file dsdata.txt to determine how the superseded data were derived.
 OX0010
 OX0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP609522(NAD 83)
 OX0010_MARKER: DB = BENCH MARK DISK
 OX0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0010_STAMPING: F 42 1934
 OX0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0010+STABILITY: SURFACE MOTION
 OX0010
 OX0010  HISTORY     - Date     Condition        Report By
 OX0010  HISTORY     - 1934     MONUMENTED       CGS
 OX0010
 OX0010                          STATION DESCRIPTION
 OX0010
 OX0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0010'24.4 MI E FROM MORAN.
 OX0010'24.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, TETON
 OX0010'COUNTY, ABOUT 23.1 MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY 187,
 OX0010'5.6 MILES EAST OF THE BRIDGE OVER BUFFALO FORK CREEK, IN A DRAW, 13.8
 OX0010'FEET NORTH OF THE NORTH STONE HEADWALL OF A CULVERT AND 32.0 FEET
 OX0010'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 42
 OX0010'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0096 ***********************************************************************
 NS0096  DESIGNATION -  F 43
 NS0096  PID         -  NS0096
 NS0096  STATE/COUNTY-  WY/SWEETWATER
 NS0096  USGS QUAD   -  EDEN RESERVOIR WEST (1980)
 NS0096
 NS0096                         *CURRENT SURVEY CONTROL
 NS0096  ___________________________________________________________________
 NS0096* NAD 83(1986)-  42 11 40.     (N)    109 26 39.     (W)     SCALED    
 NS0096* NAVD 88     -      2037.635  (meters)    6685.14   (feet)  ADJUSTED  
 NS0096  ___________________________________________________________________
 NS0096  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 NS0096  DYNAMIC HT  -        2035.923 (meters)    6679.52  (feet)  COMP
 NS0096  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 NS0096
 NS0096  VERT ORDER  -  FIRST     CLASS II
 NS0096
 NS0096.The horizontal coordinates were scaled from a topographic map and have
 NS0096.an estimated accuracy of +/- 6 seconds.
 NS0096
 NS0096.The orthometric height was determined by differential leveling
 NS0096.and adjusted by the National Geodetic Survey in June 1991..
 NS0096
 NS0096.The geoid height was determined by GEOID03.
 NS0096
 NS0096.The dynamic height is computed by dividing the NAVD 88
 NS0096.geopotential number by the normal gravity value computed on the
 NS0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0096.degrees latitude (g = 980.6199 gals.).
 NS0096
 NS0096.The modeled gravity was interpolated from observed gravity values.
 NS0096
 NS0096;                    North         East    Units  Estimated Accuracy
 NS0096;SPC WYWC     -   188,410.      542,670.      MT  (+/- 180 meters Scaled)
 NS0096
 NS0096                          SUPERSEDED SURVEY CONTROL
 NS0096
 NS0096  NGVD 29 (??/??/92) 2036.330  (m)         6680.86   (f) ADJ UNCH    1 2
 NS0096
 NS0096.Superseded values are not recommended for survey control.
 NS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0096.See file dsdata.txt to determine how the superseded data were derived.
 NS0096
 NS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM284725(NAD 83)
 NS0096_MARKER: DB = BENCH MARK DISK
 NS0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0096_STAMPING: F 43 1934
 NS0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0096+STABILITY: SURFACE MOTION
 NS0096
 NS0096  HISTORY     - Date     Condition        Report By
 NS0096  HISTORY     - 1934     MONUMENTED       CGS
 NS0096  HISTORY     - 1968     GOOD             NGS
 NS0096
 NS0096                          STATION DESCRIPTION
 NS0096
 NS0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0096'5.9 MI N FROM FARSON.
 NS0096'IN SWEETWATER COUNTY, ABOUT 5.9 MILES NORTH ALONG U.S. HIGHWAY 187
 NS0096'FROM THE HOTEL AT FARSON, SWEETWATER COUNTY, ABOUT 40.3 MILES
 NS0096'SOUTHEAST OF THE POST OFFICE AT BOULDER, SUBLETTE COUNTY, ABOUT 4.0
 NS0096'MILES NORTH OF THE BRIDGE NEAR THE JUNCTION WITH THE ROAD LEADING TO
 NS0096'SOUTH PASS CITY, ON THE FIRST RISE SOUTH OF THE HILL AT THE NORTH EDGE
 NS0096'OF THE PLANE NORTH OF FARSON, 33 FEET EAST OF THE CENTER LINE OF THE
 NS0096'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F
 NS0096'43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NS0096
 NS0096                          STATION RECOVERY (1968)
 NS0096
 NS0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NS0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0130 ***********************************************************************
 NS0130  DESIGNATION -  F 44
 NS0130  PID         -  NS0130
 NS0130  STATE/COUNTY-  WY/SUBLETTE
 NS0130  USGS QUAD   -  PINEDALE (1980)
 NS0130
 NS0130                         *CURRENT SURVEY CONTROL
 NS0130  ___________________________________________________________________
 NS0130* NAD 83(1986)-  42 48 30.     (N)    109 49 54.     (W)     SCALED    
 NS0130* NAVD 88     -      2164.614  (meters)    7101.74   (feet)  ADJUSTED  
 NS0130  ___________________________________________________________________
 NS0130  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 NS0130  DYNAMIC HT  -        2162.823 (meters)    7095.86  (feet)  COMP
 NS0130  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 NS0130
 NS0130  VERT ORDER  -  FIRST     CLASS II
 NS0130
 NS0130.The horizontal coordinates were scaled from a topographic map and have
 NS0130.an estimated accuracy of +/- 6 seconds.
 NS0130
 NS0130.The orthometric height was determined by differential leveling
 NS0130.and adjusted by the National Geodetic Survey in June 1991..
 NS0130
 NS0130.The geoid height was determined by GEOID03.
 NS0130
 NS0130.The dynamic height is computed by dividing the NAVD 88
 NS0130.geopotential number by the normal gravity value computed on the
 NS0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0130.degrees latitude (g = 980.6199 gals.).
 NS0130
 NS0130.The modeled gravity was interpolated from observed gravity values.
 NS0130
 NS0130;                    North         East    Units  Estimated Accuracy
 NS0130;SPC WY W     -   356,390.      820,580.      MT  (+/- 180 meters Scaled)
 NS0130
 NS0130                          SUPERSEDED SURVEY CONTROL
 NS0130
 NS0130  NGVD 29 (??/??/92) 2163.175  (m)         7097.02   (f) ADJ UNCH    1 2
 NS0130
 NS0130.Superseded values are not recommended for survey control.
 NS0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0130.See file dsdata.txt to determine how the superseded data were derived.
 NS0130
 NS0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN955401(NAD 83)
 NS0130_MARKER: DB = BENCH MARK DISK
 NS0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0130_STAMPING: F 44 1934
 NS0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0130+STABILITY: SURFACE MOTION
 NS0130
 NS0130  HISTORY     - Date     Condition        Report By
 NS0130  HISTORY     - 1934     MONUMENTED       CGS
 NS0130  HISTORY     - 1962     GOOD             NGS
 NS0130
 NS0130                          STATION DESCRIPTION
 NS0130
 NS0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0130'7.4 MI N FROM BOULDER.
 NS0130'ABOUT 7.4 MILES NORTH ALONG U.S. HIGHWAY 187 FROM THE POST OFFICE AT
 NS0130'BOULDER, SUBLETTE COUNTY, ABOUT 4.3 MILES SOUTH OF THE COURTHOUSE AT
 NS0130'PINEDALE, 2.3 FEET WEST OF THE NORTH 1/4 CORNER OF SEC. 26, T. 33 N.,
 NS0130'R. 109 W., 89.0 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 NS0130'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 44 1934 AND SET IN
 NS0130'THE TOP OF A CONCRETE POST.  NOTE-- 89.0 EAST OF THE CENTERLINE OF THE
 NS0130'HIGHWAY.  THIS HIGHWAY US 187, IS NOW APPROXIMATELY 5/8 MI. EASTERLY
 NS0130'OF THIS MARK.  MARK IS 3.9 FT. WESTERLY OF SOUTH ONE-QUARTER CORNER OF
 NS0130'SECTION 23, T33N, R 109W INSTEAD OF 2.3 FT.
 NS0130
 NS0130                          STATION RECOVERY (1962)
 NS0130
 NS0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NS0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0048 ***********************************************************************
 OX0048  DESIGNATION -  F 45 RESET
 OX0048  PID         -  OX0048
 OX0048  STATE/COUNTY-  WY/SUBLETTE
 OX0048  USGS QUAD   -  RASPBERRY RIDGE (1967)
 OX0048
 OX0048                         *CURRENT SURVEY CONTROL
 OX0048  ___________________________________________________________________
 OX0048* NAD 83(1986)-  43 09 03.     (N)    110 15 08.     (W)     SCALED    
 OX0048* NAVD 88     -      2217.38   (meters)    7274.9    (feet)  RESET     
 OX0048  ___________________________________________________________________
 OX0048  GEOID HEIGHT-         -10.53  (meters)                     GEOID03
 OX0048
 OX0048  VERT ORDER  -  THIRD
 OX0048
 OX0048.The horizontal coordinates were scaled from a topographic map and have
 OX0048.an estimated accuracy of +/- 6 seconds.
 OX0048
 OX0048.The orthometric height was computed from unverified reset data.
 OX0048.No vertical observational check was made to the station.
 OX0048
 OX0048.The geoid height was determined by GEOID03.
 OX0048
 OX0048;                    North         East    Units  Estimated Accuracy
 OX0048;SPC WY W     -   394,420.      786,260.      MT  (+/- 180 meters Scaled)
 OX0048
 OX0048                          SUPERSEDED SURVEY CONTROL
 OX0048
 OX0048  NGVD 29 (??/??/??) 2215.83   (m)         7269.8    (f) RESET       3  
 OX0048
 OX0048.Superseded values are not recommended for survey control.
 OX0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0048.See file dsdata.txt to determine how the superseded data were derived.
 OX0048
 OX0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN608778(NAD 83)
 OX0048_MARKER: DB = BENCH MARK DISK
 OX0048_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0048_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0048
 OX0048  HISTORY     - Date     Condition        Report By
 OX0048  HISTORY     - 1962     MONUMENTED       CGS
 OX0048  HISTORY     - 1962     GOOD             NGS
 OX0048
 OX0048                          STATION DESCRIPTION
 OX0048
 OX0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OX0048'32.7 MI NW FROM PINEDALE.
 OX0048'32.7 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE AT
 OX0048'PINEDALE, 9.4 MILES SOUTHEAST OF THE SCHOOL AT BONDURANT, 4.05 MILES
 OX0048'NORTHWEST OF RIM STATION, 0.15 MILE EAST OF THE CROSSING OF SOUR MOOSE
 OX0048'CREEK, AT THE FOOT OF THE SOUTHWEST SLOPE OF A HILL, 167 FEET NORTH OF
 OX0048'THE PROPOSED CENTER LINE OF THE NEW HIGHWAY, 97 1/2 FEET NORTH OF THE
 OX0048'CENTER LINE OF THE OLD HIGHWAY, ABOUT 2 FEET LOWER THAN THE HIGHWAY,
 OX0048'AND BRAZED ON THE TOP OF A 2-INCH PIPE PROJECTING 0.6 FOOT ABOVE THE
 OX0048'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0082 ***********************************************************************
 OX0082  DESIGNATION -  F 46
 OX0082  PID         -  OX0082
 OX0082  STATE/COUNTY-  WY/TETON
 OX0082  USGS QUAD   -  JACKSON (1996)
 OX0082
 OX0082                         *CURRENT SURVEY CONTROL
 OX0082  ___________________________________________________________________
 OX0082* NAD 83(1986)-  43 24 04.     (N)    110 45 12.     (W)     SCALED    
 OX0082* NAVD 88     -      1857.541  (meters)    6094.28   (feet)  ADJUSTED  
 OX0082  ___________________________________________________________________
 OX0082  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 OX0082  DYNAMIC HT  -        1856.295 (meters)    6090.19  (feet)  COMP
 OX0082  MODELED GRAV-     979,883.4   (mgal)                       NAVD 88
 OX0082
 OX0082  VERT ORDER  -  FIRST     CLASS II
 OX0082
 OX0082.The horizontal coordinates were scaled from a topographic map and have
 OX0082.an estimated accuracy of +/- 6 seconds.
 OX0082
 OX0082.The orthometric height was determined by differential leveling
 OX0082.and adjusted by the National Geodetic Survey in June 1991..
 OX0082
 OX0082.The geoid height was determined by GEOID03.
 OX0082
 OX0082.The dynamic height is computed by dividing the NAVD 88
 OX0082.geopotential number by the normal gravity value computed on the
 OX0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0082.degrees latitude (g = 980.6199 gals.).
 OX0082
 OX0082.The modeled gravity was interpolated from observed gravity values.
 OX0082
 OX0082;                    North         East    Units  Estimated Accuracy
 OX0082;SPC WY W     -   422,430.      745,730.      MT  (+/- 180 meters Scaled)
 OX0082
 OX0082                          SUPERSEDED SURVEY CONTROL
 OX0082
 OX0082  NGVD 29 (??/??/92) 1856.259  (m)         6090.08   (f) ADJ UNCH    1 2
 OX0082
 OX0082.Superseded values are not recommended for survey control.
 OX0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0082.See file dsdata.txt to determine how the superseded data were derived.
 OX0082
 OX0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP199053(NAD 83)
 OX0082_MARKER: DB = BENCH MARK DISK
 OX0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0082_STAMPING: F 46 1934
 OX0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0082+STABILITY: SURFACE MOTION
 OX0082
 OX0082  HISTORY     - Date     Condition        Report By
 OX0082  HISTORY     - 1934     MONUMENTED       CGS
 OX0082  HISTORY     - 1964     MARK NOT FOUND   USGS
 OX0082
 OX0082                          STATION DESCRIPTION
 OX0082
 OX0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0082'7.2 MI S FROM JACKSON.
 OX0082'7.2 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0082'ABOUT 5.7 MILES SOUTH OF THE JUNCTION WITH STATE HIGHWAY 22, ABOUT 0.7
 OX0082'MILE NORTH OF GAME CREEK, 106.0 FEET SOUTHEAST OF THE CENTER OF THE
 OX0082'JUNCTION WITH A T-ROAD LEADING EAST TO A CANYON, 98.0 FEET SOUTHEAST
 OX0082'OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT, 56.0 FEET SOUTH OF THE
 OX0082'CENTER LINE OF THE T-ROAD, AND 59.3 FEET EAST OF THE CENTER LINE OF
 OX0082'THE HIGHWAY.  A STANDARD DISK, STAMPED F 46 1934 AND SET IN THE TOP OF
 OX0082'A CONCRETE POST.  NOTE-- A SEARCH FOR THIS MARK FAILED TO PRODUCE ANY
 OX0082'EVIDENCE THAT IT WAS DESTROYED, BUT ITS POSITION SHOULD HAVE BEEN
 OX0082'WITHIN THE AREA OF NEW HIGHWAY CONSTRUCTION.
 OX0082
 OX0082                          STATION RECOVERY (1964)
 OX0082
 OX0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OX0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0083 ***********************************************************************
 OX0083  DESIGNATION -  F 46 RESET
 OX0083  PID         -  OX0083
 OX0083  STATE/COUNTY-  WY/TETON
 OX0083  USGS QUAD   -  JACKSON (1996)
 OX0083
 OX0083                         *CURRENT SURVEY CONTROL
 OX0083  ___________________________________________________________________
 OX0083* NAD 83(1986)-  43 24 03.     (N)    110 45 12.     (W)     SCALED    
 OX0083* NAVD 88     -      1862.19   (meters)    6109.5    (feet)  RESET     
 OX0083  ___________________________________________________________________
 OX0083  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 OX0083
 OX0083  VERT ORDER  -  THIRD
 OX0083
 OX0083.The horizontal coordinates were scaled from a topographic map and have
 OX0083.an estimated accuracy of +/- 6 seconds.
 OX0083
 OX0083.The orthometric height was computed from unverified reset data.
 OX0083.No vertical observational check was made to the station.
 OX0083
 OX0083.The geoid height was determined by GEOID03.
 OX0083
 OX0083;                    North         East    Units  Estimated Accuracy
 OX0083;SPC WY W     -   422,400.      745,730.      MT  (+/- 180 meters Scaled)
 OX0083
 OX0083                          SUPERSEDED SURVEY CONTROL
 OX0083
 OX0083  NGVD 29 (??/??/??) 1860.91   (m)         6105.3    (f) RESET       3  
 OX0083
 OX0083.Superseded values are not recommended for survey control.
 OX0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0083.See file dsdata.txt to determine how the superseded data were derived.
 OX0083
 OX0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP199053(NAD 83)
 OX0083_MARKER: DB = BENCH MARK DISK
 OX0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0083_STAMPING: F 46 RESET 1964
 OX0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0083+STABILITY: SURFACE MOTION
 OX0083
 OX0083  HISTORY     - Date     Condition        Report By
 OX0083  HISTORY     - 1964     MONUMENTED       BPR
 OX0083
 OX0083                          STATION DESCRIPTION
 OX0083
 OX0083'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1964
 OX0083'7.8 MI S FROM JACKSON.
 OX0083'7.8 MILES SOUTH ALONG U. S. HIGHWAY 187 FROM JACKSON, ABOUT 5.7 MILES
 OX0083'SOUTH OF THE JUNCTION OF STATE HIGHWAY 22, ABOUT 0.7 MILES NORTH OF
 OX0083'GAME CREEK, 155 FEET SOUTHEAST FROM THE CENTER OF THE JUNCTION WITH A
 OX0083'T-ROAD LEADING EAST TO A CANYON, 100 FEET NORTH-EAST FROM A
 OX0083'MAINTENANCE MARKER POST, 33 FEET SOUTH FROM THE CENTERLINE OF THE
 OX0083'T-ROAD, 3 FEET WEST OF THE FENCE, AND 146 FEET EAST OF THE CENTERLINE
 OX0083'OF THE HIGHWAY, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0117 ***********************************************************************
 OW0117  DESIGNATION -  F 47
 OW0117  PID         -  OW0117
 OW0117  STATE/COUNTY-  WY/FREMONT
 OW0117  USGS QUAD   -  BLUE HOLES (1991)
 OW0117
 OW0117                         *CURRENT SURVEY CONTROL
 OW0117  ___________________________________________________________________
 OW0117* NAD 83(1986)-  43 25 26.     (N)    109 26 37.     (W)     SCALED    
 OW0117* NAVD 88     -      1949.463  (meters)    6395.86   (feet)  ADJUSTED  
 OW0117  ___________________________________________________________________
 OW0117  GEOID HEIGHT-          -8.43  (meters)                     GEOID03
 OW0117  DYNAMIC HT  -        1948.161 (meters)    6391.59  (feet)  COMP
 OW0117  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 OW0117
 OW0117  VERT ORDER  -  SECOND    CLASS 0
 OW0117
 OW0117.The horizontal coordinates were scaled from a topographic map and have
 OW0117.an estimated accuracy of +/- 6 seconds.
 OW0117
 OW0117.The orthometric height was determined by differential leveling
 OW0117.and adjusted by the National Geodetic Survey in June 1991..
 OW0117
 OW0117.The geoid height was determined by GEOID03.
 OW0117
 OW0117.The dynamic height is computed by dividing the NAVD 88
 OW0117.geopotential number by the normal gravity value computed on the
 OW0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0117.degrees latitude (g = 980.6199 gals.).
 OW0117
 OW0117.The modeled gravity was interpolated from observed gravity values.
 OW0117
 OW0117;                    North         East    Units  Estimated Accuracy
 OW0117;SPC WYWC     -   324,980.      543,840.      MT  (+/- 180 meters Scaled)
 OW0117
 OW0117                          SUPERSEDED SURVEY CONTROL
 OW0117
 OW0117  NGVD 29 (??/??/92) 1948.343  (m)         6392.19   (f) ADJ UNCH    2 0
 OW0117
 OW0117.Superseded values are not recommended for survey control.
 OW0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0117.See file dsdata.txt to determine how the superseded data were derived.
 OW0117
 OW0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP259090(NAD 83)
 OW0117_MARKER: DB = BENCH MARK DISK
 OW0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0117_STAMPING: F 47 1934
 OW0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0117+STABILITY: SURFACE MOTION
 OW0117
 OW0117  HISTORY     - Date     Condition        Report By
 OW0117  HISTORY     - 1934     MONUMENTED       CGS
 OW0117
 OW0117                          STATION DESCRIPTION
 OW0117
 OW0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0117'14.2 MI E FROM DUBOIS.
 OW0117'ABOUT 14.2 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0117'DUBOIS, FREMONT COUNTY, ABOUT 3.6 MILES EAST OF THE CLIFF RANCH, ABOUT
 OW0117'1.7 MILES SOUTH OF THE BRIDGE OVER WIND RIVER, ABOUT 0.5 MILE NORTH OF
 OW0117'LITTLE RED CREEK, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF
 OW0117'THE EAST HEAD WALL, AND 10.6 FEET EAST OF THE CENTER LINE OF THE
 OW0117'HIGHWAY.  A STANDARD DISK, STAMPED F 47 1934 AND SET IN THE TOP OF A
 OW0117'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0092 ***********************************************************************
 OW0092  DESIGNATION -  F 48
 OW0092  PID         -  OW0092
 OW0092  STATE/COUNTY-  WY/FREMONT
 OW0092  USGS QUAD   -  MORTON (1978)
 OW0092
 OW0092                         *CURRENT SURVEY CONTROL
 OW0092  ___________________________________________________________________
 OW0092* NAD 83(1986)-  43 13 04.     (N)    108 49 07.     (W)     SCALED    
 OW0092* NAVD 88     -      1687.829  (meters)    5537.49   (feet)  ADJUSTED  
 OW0092  ___________________________________________________________________
 OW0092  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 OW0092  DYNAMIC HT  -        1686.721 (meters)    5533.85  (feet)  COMP
 OW0092  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 OW0092
 OW0092  VERT ORDER  -  SECOND    CLASS 0
 OW0092
 OW0092.The horizontal coordinates were scaled from a topographic map and have
 OW0092.an estimated accuracy of +/- 6 seconds.
 OW0092
 OW0092.The orthometric height was determined by differential leveling
 OW0092.and adjusted by the National Geodetic Survey in June 1991..
 OW0092
 OW0092.The geoid height was determined by GEOID03.
 OW0092
 OW0092.The dynamic height is computed by dividing the NAVD 88
 OW0092.geopotential number by the normal gravity value computed on the
 OW0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0092.degrees latitude (g = 980.6199 gals.).
 OW0092
 OW0092.The modeled gravity was interpolated from observed gravity values.
 OW0092
 OW0092;                    North         East    Units  Estimated Accuracy
 OW0092;SPC WYWC     -   301,850.      594,430.      MT  (+/- 180 meters Scaled)
 OW0092
 OW0092                          SUPERSEDED SURVEY CONTROL
 OW0092
 OW0092  NGVD 29 (??/??/92) 1686.806  (m)         5534.13   (f) ADJ UNCH    2 0
 OW0092
 OW0092.Superseded values are not recommended for survey control.
 OW0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0092.See file dsdata.txt to determine how the superseded data were derived.
 OW0092
 OW0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN771873(NAD 83)
 OW0092_MARKER: DB = BENCH MARK DISK
 OW0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0092_SP_SET: CULVERT
 OW0092_STAMPING: F 48 1934
 OW0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0092
 OW0092  HISTORY     - Date     Condition        Report By
 OW0092  HISTORY     - 1934     MONUMENTED       CGS
 OW0092
 OW0092                          STATION DESCRIPTION
 OW0092
 OW0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0092'57.1 MI E FROM DUBOIS.
 OW0092'ABOUT 57.1 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0092'DUBOIS, FREMONT COUNTY, ABOUT 25.9 MILES WEST OF RIVERTON, ABOUT 8.5
 OW0092'MILES EAST OF THE WIND RIVER DIVERSION DAM, ABOUT 250.0 FEET NORTH OF
 OW0092'A NORTHEAST-AND-SOUTHWEST HIGH TENSION POWER-TRANSMISSION LINE, AT A
 OW0092'CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE NORTH HEAD WALL,
 OW0092'33.5 FEET SOUTH OF AN EAST-AND-WEST ROW OF POLES, 16.0 FEET NORTH OF
 OW0092'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1.0 FOOT LOWER THAN THE
 OW0092'HIGHWAY.  A STANDARD DISK, STAMPED F 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0100 ***********************************************************************
 OW0100  DESIGNATION -  F 49
 OW0100  PID         -  OW0100
 OW0100  STATE/COUNTY-  WY/HOT SPRINGS
 OW0100  USGS QUAD   -  ARAPAHOE RANCH (1965)
 OW0100
 OW0100                         *CURRENT SURVEY CONTROL
 OW0100  ___________________________________________________________________
 OW0100* NAD 83(1986)-  43 43 54.     (N)    108 31 35.     (W)     SCALED    
 OW0100* NAVD 88     -      1588.205  (meters)    5210.64   (feet)  ADJUSTED  
 OW0100  ___________________________________________________________________
 OW0100  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 OW0100  DYNAMIC HT  -        1587.308 (meters)    5207.69  (feet)  COMP
 OW0100  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 OW0100
 OW0100  VERT ORDER  -  SECOND    CLASS 0
 OW0100
 OW0100.The horizontal coordinates were scaled from a topographic map and have
 OW0100.an estimated accuracy of +/- 6 seconds.
 OW0100
 OW0100.The orthometric height was determined by differential leveling
 OW0100.and adjusted by the National Geodetic Survey in June 1991..
 OW0100
 OW0100.The geoid height was determined by GEOID03.
 OW0100
 OW0100.The dynamic height is computed by dividing the NAVD 88
 OW0100.geopotential number by the normal gravity value computed on the
 OW0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0100.degrees latitude (g = 980.6199 gals.).
 OW0100
 OW0100.The modeled gravity was interpolated from observed gravity values.
 OW0100
 OW0100;                    North         East    Units  Estimated Accuracy
 OW0100;SPC WYWC     -   358,960.      618,020.      MT  (+/- 180 meters Scaled)
 OW0100
 OW0100                          SUPERSEDED SURVEY CONTROL
 OW0100
 OW0100  NGVD 29 (??/??/92) 1587.274  (m)         5207.58   (f) ADJ UNCH    2 0
 OW0100
 OW0100.Superseded values are not recommended for survey control.
 OW0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0100.See file dsdata.txt to determine how the superseded data were derived.
 OW0100
 OW0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP992450(NAD 83)
 OW0100_MARKER: DB = BENCH MARK DISK
 OW0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0100_STAMPING: F 49 1934
 OW0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0100+STABILITY: SURFACE MOTION
 OW0100
 OW0100  HISTORY     - Date     Condition        Report By
 OW0100  HISTORY     - 1934     MONUMENTED       CGS
 OW0100  HISTORY     - 1965     MARK NOT FOUND   NGS
 OW0100
 OW0100                          STATION DESCRIPTION
 OW0100
 OW0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0100'18.1 MI W FROM THERMOPOLIS.
 OW0100'ABOUT 18.1 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0100'THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 4.3 MILES SOUTHWEST OF THE POST
 OW0100'OFFICE AT HAMILTON DOME, AT THE JUNCTION WITH A ROAD LEADING TO THE
 OW0100'PADLOCK RANCH, ABOUT 0.3 MILE NORTHEAST OF THE RANCH COMMISSARY, 86
 OW0100'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST OF THE
 OW0100'CENTER LINE OF THE ROAD, AND 4-1/2 FEET SOUTHWEST OF A FENCE CORNER. A
 OW0100'STANDARD DISK, STAMPED F 49 1934 AND SET IN THE TOP OF A CONCRETE
 OW0100'POST.
 OW0100
 OW0100                          STATION RECOVERY (1965)
 OW0100
 OW0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OW0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0019 ***********************************************************************
 NT0019  DESIGNATION -  F 50
 NT0019  PID         -  NT0019
 NT0019  STATE/COUNTY-  WY/SUBLETTE
 NT0019  USGS QUAD   -  BALL ISLAND (1970)
 NT0019
 NT0019                         *CURRENT SURVEY CONTROL
 NT0019  ___________________________________________________________________
 NT0019* NAD 83(1986)-  42 43 39.     (N)    110 03 38.     (W)     SCALED    
 NT0019* NAVD 88     -      2156.427  (meters)    7074.88   (feet)  ADJUSTED  
 NT0019  ___________________________________________________________________
 NT0019  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 NT0019  DYNAMIC HT  -        2154.691 (meters)    7069.18  (feet)  COMP
 NT0019  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 NT0019
 NT0019  VERT ORDER  -  SECOND    CLASS 0
 NT0019
 NT0019.The horizontal coordinates were scaled from a topographic map and have
 NT0019.an estimated accuracy of +/- 6 seconds.
 NT0019
 NT0019.The orthometric height was determined by differential leveling
 NT0019.and adjusted by the National Geodetic Survey in June 1991..
 NT0019
 NT0019.The geoid height was determined by GEOID03.
 NT0019
 NT0019.The dynamic height is computed by dividing the NAVD 88
 NT0019.geopotential number by the normal gravity value computed on the
 NT0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0019.degrees latitude (g = 980.6199 gals.).
 NT0019
 NT0019.The modeled gravity was interpolated from observed gravity values.
 NT0019
 NT0019;                    North         East    Units  Estimated Accuracy
 NT0019;SPC WY W     -   347,380.      801,870.      MT  (+/- 180 meters Scaled)
 NT0019
 NT0019                          SUPERSEDED SURVEY CONTROL
 NT0019
 NT0019  NGVD 29 (??/??/92) 2155.028  (m)         7070.29   (f) ADJ UNCH    2 0
 NT0019
 NT0019.Superseded values are not recommended for survey control.
 NT0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0019.See file dsdata.txt to determine how the superseded data were derived.
 NT0019
 NT0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN769309(NAD 83)
 NT0019_MARKER: DB = BENCH MARK DISK
 NT0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0019_STAMPING: F 50 1934
 NT0019_MARK LOGO: CGS   
 NT0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0019+STABILITY: SURFACE MOTION
 NT0019
 NT0019  HISTORY     - Date     Condition        Report By
 NT0019  HISTORY     - 1934     MONUMENTED       CGS
 NT0019  HISTORY     - 1970     GOOD             USGS
 NT0019  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NT0019  HISTORY     - 19891113 GOOD             WYDT
 NT0019  HISTORY     - 19951026 MARK NOT FOUND   LOCENG
 NT0019
 NT0019                          STATION DESCRIPTION
 NT0019
 NT0019'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NT0019'13.1 MI N FROM BIG PINEY.
 NT0019'BIG PINEY, JUNCTION U.S. HIGHWAY 189 AND STATE HIGHWAY 1800, 11.2
 NT0019'MILES NORTH ALONG U.S. 189, THENCE 0.5 MILES NORTHEAST ALONG GRAVEL
 NT0019'ROAD (OLD HIGHWAY 189), THENCE 0.6 MILES NORTHEAST ALONG TRACK ROAD
 NT0019'(OLD HIGHWAY 189) TO GATE, THENCE 0.7 MILES NORTHEAST THROUGH GATE
 NT0019'ALONG TRACK ROAD (OLD U.S. HIGHWAY 189), 160 FEET SOUTH OF OLD BRIDGE,
 NT0019'44 FEET EAST OF ROAD, 7 FEET SOUTHEAST OF GATE POST, 3 FEET SOUTHEAST
 NT0019'OF FENCE SET IN TOP OF A CONCRETE POST PROJECTING 0.8 FOOT, STANDARD
 NT0019'TABLET STAMPED F 50 1934.
 NT0019
 NT0019                          STATION RECOVERY (1989)
 NT0019
 NT0019'RECOVERY NOTE BY US POWER SQUADRON 1989 (SVW)
 NT0019'MARK NOT FOUND.
 NT0019
 NT0019                          STATION RECOVERY (1989)
 NT0019
 NT0019'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1989 (SVW)
 NT0019'RECOVERED AS DESCRIBED.  HIGHWAY DESCRIBED IS OLD US 189 LOCATION. NEW
 NT0019'US 189 LOCATION IS APRROXIMATELY 4300 FEET (1310.6 M) WEST OF
 NT0019'MONUMENT.
 NT0019
 NT0019                          STATION RECOVERY (1995)
 NT0019
 NT0019'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (PNS)
 NT0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0045 ***********************************************************************
 NT0045  DESIGNATION -  F 51
 NT0045  PID         -  NT0045
 NT0045  STATE/COUNTY-  WY/LINCOLN
 NT0045  USGS QUAD   -  FONTENELLE RESERVOIR SW (1968)
 NT0045
 NT0045                         *CURRENT SURVEY CONTROL
 NT0045  ___________________________________________________________________
 NT0045* NAD 83(1986)-  42 01 35.     (N)    110 09 27.     (W)     SCALED    
 NT0045* NAVD 88     -      2095.975  (meters)    6876.54   (feet)  ADJUSTED  
 NT0045  ___________________________________________________________________
 NT0045  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 NT0045  DYNAMIC HT  -        2094.238 (meters)    6870.85  (feet)  COMP
 NT0045  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 NT0045
 NT0045  VERT ORDER  -  SECOND    CLASS 0
 NT0045
 NT0045.The horizontal coordinates were scaled from a topographic map and have
 NT0045.an estimated accuracy of +/- 6 seconds.
 NT0045
 NT0045.The orthometric height was determined by differential leveling
 NT0045.and adjusted by the National Geodetic Survey in June 1991..
 NT0045
 NT0045.The geoid height was determined by GEOID03.
 NT0045
 NT0045.The dynamic height is computed by dividing the NAVD 88
 NT0045.geopotential number by the normal gravity value computed on the
 NT0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0045.degrees latitude (g = 980.6199 gals.).
 NT0045
 NT0045.The modeled gravity was interpolated from observed gravity values.
 NT0045
 NT0045;                    North         East    Units  Estimated Accuracy
 NT0045;SPC WY W     -   269,510.      793,860.      MT  (+/- 180 meters Scaled)
 NT0045
 NT0045                          SUPERSEDED SURVEY CONTROL
 NT0045
 NT0045  NGVD 29 (??/??/92) 2094.644  (m)         6872.18   (f) ADJ UNCH    2 0
 NT0045
 NT0045.Superseded values are not recommended for survey control.
 NT0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0045.See file dsdata.txt to determine how the superseded data were derived.
 NT0045
 NT0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM697530(NAD 83)
 NT0045_MARKER: DB = BENCH MARK DISK
 NT0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0045_SP_SET: CULVERT
 NT0045_STAMPING: F 51 1934
 NT0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0045
 NT0045  HISTORY     - Date     Condition        Report By
 NT0045  HISTORY     - 1934     MONUMENTED       CGS
 NT0045  HISTORY     - 1968     GOOD             USGS
 NT0045
 NT0045                          STATION DESCRIPTION
 NT0045
 NT0045'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NT0045'18.9 MI S FROM TULSA.
 NT0045'JUNCTION U.S. 189 AND ROAD TO FONTENELLE DAM, 0.25 MILES WEST ALONG
 NT0045'GRAVEL ROAD TO A CROSS ROAD, THENCE 250 FEET NORTH, AT A CONCRETE
 NT0045'CULVERT, 12 FEET WEST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF THE
 NT0045'WEST HEADWALL, A STANDARD DISK STAMPED F 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0038 ***********************************************************************
 MR0038  DESIGNATION -  F 52
 MR0038  PID         -  MR0038
 MR0038  STATE/COUNTY-  WY/LINCOLN
 MR0038  USGS QUAD   -  WILLOW SPRINGS (1969)
 MR0038
 MR0038                         *CURRENT SURVEY CONTROL
 MR0038  ___________________________________________________________________
 MR0038* NAD 83(1986)-  41 45 31.     (N)    110 27 57.     (W)     SCALED    
 MR0038* NAVD 88     -      2069.255  (meters)    6788.88   (feet)  ADJUSTED  
 MR0038  ___________________________________________________________________
 MR0038  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MR0038  DYNAMIC HT  -        2067.473 (meters)    6783.03  (feet)  COMP
 MR0038  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 MR0038
 MR0038  VERT ORDER  -  SECOND    CLASS 0
 MR0038
 MR0038.The horizontal coordinates were scaled from a topographic map and have
 MR0038.an estimated accuracy of +/- 6 seconds.
 MR0038
 MR0038.The orthometric height was determined by differential leveling
 MR0038.and adjusted by the National Geodetic Survey in June 1991..
 MR0038
 MR0038.The geoid height was determined by GEOID03.
 MR0038
 MR0038.The dynamic height is computed by dividing the NAVD 88
 MR0038.geopotential number by the normal gravity value computed on the
 MR0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0038.degrees latitude (g = 980.6199 gals.).
 MR0038
 MR0038.The modeled gravity was interpolated from observed gravity values.
 MR0038
 MR0038;                    North         East    Units  Estimated Accuracy
 MR0038;SPC WY W     -   239,840.      768,190.      MT  (+/- 180 meters Scaled)
 MR0038
 MR0038                          SUPERSEDED SURVEY CONTROL
 MR0038
 MR0038  NGVD 29 (??/??/92) 2067.89   (m)         6784.4    (f) COMPUTED    2 0
 MR0038
 MR0038.Superseded values are not recommended for survey control.
 MR0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0038.See file dsdata.txt to determine how the superseded data were derived.
 MR0038
 MR0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM444231(NAD 83)
 MR0038_MARKER: DB = BENCH MARK DISK
 MR0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0038_SP_SET: ABUTMENT
 MR0038_STAMPING: F 52 1934
 MR0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0038
 MR0038  HISTORY     - Date     Condition        Report By
 MR0038  HISTORY     - 1934     MONUMENTED       CGS
 MR0038
 MR0038                          STATION DESCRIPTION
 MR0038
 MR0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0038'7.3 MI E FROM KEMMERER.
 MR0038'ABOUT 7.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0038'AT KEMMERER, LINCOLN COUNTY, ABOUT 1.5 MILES EAST OF THE STATION AT
 MR0038'WATERFALL, ABOUT 1,900 FEET WEST OF MILEPOST 32, AT BRIDGE 32.32, IN
 MR0038'THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT, 7.0 FEET SOUTH
 MR0038'OF THE SOUTH RAIL, AND 1.0 FOOT WEST OF THE EAST FACE OF THE ABUTMENT.
 MR0038'A STANDARD DISK, STAMPED F 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0109 ***********************************************************************
 OU0109  DESIGNATION -  F 53
 OU0109  PID         -  OU0109
 OU0109  STATE/COUNTY-  WY/NIOBRARA
 OU0109  USGS QUAD   -  MULE CREEK (1978)
 OU0109
 OU0109                         *CURRENT SURVEY CONTROL
 OU0109  ___________________________________________________________________
 OU0109* NAD 83(1986)-  43 15 34.     (N)    104 12 39.     (W)     SCALED    
 OU0109* NAVD 88     -      1254.216  (meters)    4114.87   (feet)  ADJUSTED  
 OU0109  ___________________________________________________________________
 OU0109  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 OU0109  DYNAMIC HT  -        1253.642 (meters)    4112.99  (feet)  COMP
 OU0109  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 OU0109
 OU0109  VERT ORDER  -  SECOND    CLASS 0
 OU0109
 OU0109.The horizontal coordinates were scaled from a topographic map and have
 OU0109.an estimated accuracy of +/- 6 seconds.
 OU0109
 OU0109.The orthometric height was determined by differential leveling
 OU0109.and adjusted by the National Geodetic Survey in June 1991..
 OU0109
 OU0109.The geoid height was determined by GEOID03.
 OU0109
 OU0109.The dynamic height is computed by dividing the NAVD 88
 OU0109.geopotential number by the normal gravity value computed on the
 OU0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0109.degrees latitude (g = 980.6199 gals.).
 OU0109
 OU0109.The modeled gravity was interpolated from observed gravity values.
 OU0109
 OU0109;                    North         East    Units  Estimated Accuracy
 OU0109;SPC WY E     -   306,920.      277,610.      MT  (+/- 180 meters Scaled)
 OU0109
 OU0109                          SUPERSEDED SURVEY CONTROL
 OU0109
 OU0109  NGVD 29 (??/??/92) 1253.609  (m)         4112.88   (f) ADJ UNCH    2 0
 OU0109
 OU0109.Superseded values are not recommended for survey control.
 OU0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0109.See file dsdata.txt to determine how the superseded data were derived.
 OU0109
 OU0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH640899(NAD 83)
 OU0109_MARKER: DB = BENCH MARK DISK
 OU0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0109_STAMPING: F 53 1934
 OU0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0109+STABILITY: SURFACE MOTION
 OU0109
 OU0109  HISTORY     - Date     Condition        Report By
 OU0109  HISTORY     - 1934     MONUMENTED       CGS
 OU0109  HISTORY     - 1974     MARK NOT FOUND   USGS
 OU0109
 OU0109                          STATION DESCRIPTION
 OU0109
 OU0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0109'15.7 MI W FROM EDGEMONT.
 OU0109'IN NIOBRARA COUNTY, WYOMING, 15.7 MILES WEST ALONG U.S. HIGHWAY
 OU0109'18 FROM THE POST OFFICE AT EDGEMONT, FALL RIVER COUNTY, SOUTH
 OU0109'DAKOTA, THENCE 5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 85, 4.0
 OU0109'MILES NORTHEAST OF THE BRIDGE OVER OLD WOMAN CREEK, 48.5 FEET
 OU0109'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET SOUTHEAST
 OU0109'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 53 1934
 OU0109'AND SET IN THE TOP OF A CONCRETE POST.
 OU0109
 OU0109                          STATION RECOVERY (1974)
 OU0109
 OU0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OU0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0056 ***********************************************************************
 NQ0056  DESIGNATION -  F 54
 NQ0056  PID         -  NQ0056
 NQ0056  STATE/COUNTY-  WY/NIOBRARA
 NQ0056  USGS QUAD   -  LUSK (1981)
 NQ0056
 NQ0056                         *CURRENT SURVEY CONTROL
 NQ0056  ___________________________________________________________________
 NQ0056* NAD 83(1986)-  42 45 35.     (N)    104 27 03.     (W)     SCALED    
 NQ0056* NAVD 88     -      1534.942  (meters)    5035.89   (feet)  ADJUSTED  
 NQ0056  ___________________________________________________________________
 NQ0056  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NQ0056  DYNAMIC HT  -        1534.091 (meters)    5033.10  (feet)  COMP
 NQ0056  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 NQ0056
 NQ0056  VERT ORDER  -  FIRST     CLASS II
 NQ0056
 NQ0056.The horizontal coordinates were scaled from a topographic map and have
 NQ0056.an estimated accuracy of +/- 6 seconds.
 NQ0056
 NQ0056.The orthometric height was determined by differential leveling
 NQ0056.and adjusted by the National Geodetic Survey in June 1991..
 NQ0056
 NQ0056.The geoid height was determined by GEOID03.
 NQ0056
 NQ0056.The dynamic height is computed by dividing the NAVD 88
 NQ0056.geopotential number by the normal gravity value computed on the
 NQ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0056.degrees latitude (g = 980.6199 gals.).
 NQ0056
 NQ0056.The modeled gravity was interpolated from observed gravity values.
 NQ0056
 NQ0056;                    North         East    Units  Estimated Accuracy
 NQ0056;SPC WY E     -   251,210.      258,590.      MT  (+/- 180 meters Scaled)
 NQ0056
 NQ0056                          SUPERSEDED SURVEY CONTROL
 NQ0056
 NQ0056  NGVD 29 (??/??/92) 1534.257  (m)         5033.64   (f) ADJ UNCH    1 2
 NQ0056
 NQ0056.Superseded values are not recommended for survey control.
 NQ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0056.See file dsdata.txt to determine how the superseded data were derived.
 NQ0056
 NQ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH449342(NAD 83)
 NQ0056_MARKER: DB = BENCH MARK DISK
 NQ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0056_STAMPING: F 54 1934
 NQ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0056+STABILITY: SURFACE MOTION
 NQ0056
 NQ0056  HISTORY     - Date     Condition        Report By
 NQ0056  HISTORY     - 1934     MONUMENTED       CGS
 NQ0056  HISTORY     - 1956     GOOD             NGS
 NQ0056
 NQ0056                          STATION DESCRIPTION
 NQ0056
 NQ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0056'0.4 MI SE FROM LUSK.
 NQ0056'0.35 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE CHICAGO AND NORTH
 NQ0056'WESTERN RAILROAD STATION AT LUSK, THENCE 1 BLOCK EAST ALONG EAST
 NQ0056'5TH STREET, 45.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NQ0056'COURTHOUSE, 16.7 FEET NORTH OF THE NORTH CURB OF EAST 5TH STREET,
 NQ0056'16 FEET WEST OF THE WEST CURB OF SOUTH ELM STREET, SET IN THE TOP
 NQ0056'OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, IN
 NQ0056'SECTION 8, TOWNSHIP 32 NORTH, RANGE 63 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0193 ***********************************************************************
 OU0193  DESIGNATION -  F 56
 OU0193  PID         -  OU0193
 OU0193  STATE/COUNTY-  WY/WESTON
 OU0193  USGS QUAD   -  THE NOSE WEST (1982)
 OU0193
 OU0193                         *CURRENT SURVEY CONTROL
 OU0193  ___________________________________________________________________
 OU0193* NAD 83(1986)-  43 34 02.     (N)    104 43 21.     (W)     SCALED    
 OU0193* NAVD 88     -      1256.963  (meters)    4123.89   (feet)  ADJUSTED  
 OU0193  ___________________________________________________________________
 OU0193  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 OU0193  DYNAMIC HT  -        1256.342 (meters)    4121.85  (feet)  COMP
 OU0193  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 OU0193
 OU0193  VERT ORDER  -  SECOND    CLASS 0
 OU0193
 OU0193.The horizontal coordinates were scaled from a topographic map and have
 OU0193.an estimated accuracy of +/- 6 seconds.
 OU0193
 OU0193.The orthometric height was determined by differential leveling
 OU0193.and adjusted by the National Geodetic Survey in June 1991..
 OU0193
 OU0193.The geoid height was determined by GEOID03.
 OU0193
 OU0193.The dynamic height is computed by dividing the NAVD 88
 OU0193.geopotential number by the normal gravity value computed on the
 OU0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0193.degrees latitude (g = 980.6199 gals.).
 OU0193
 OU0193.The modeled gravity was interpolated from observed gravity values.
 OU0193
 OU0193;                    North         East    Units  Estimated Accuracy
 OU0193;SPC WY E     -   340,760.      235,880.      MT  (+/- 180 meters Scaled)
 OU0193
 OU0193                          SUPERSEDED SURVEY CONTROL
 OU0193
 OU0193  NGVD 29 (??/??/92) 1256.252  (m)         4121.55   (f) ADJ UNCH    2 0
 OU0193
 OU0193.Superseded values are not recommended for survey control.
 OU0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0193.See file dsdata.txt to determine how the superseded data were derived.
 OU0193
 OU0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ224238(NAD 83)
 OU0193_MARKER: DB = BENCH MARK DISK
 OU0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0193_STAMPING: F 56 1934
 OU0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0193+STABILITY: SURFACE MOTION
 OU0193
 OU0193  HISTORY     - Date     Condition        Report By
 OU0193  HISTORY     - 1934     MONUMENTED       CGS
 OU0193  HISTORY     - 1975     GOOD             USGS
 OU0193
 OU0193                          STATION DESCRIPTION
 OU0193
 OU0193'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 OU0193'2.6 MI SW FROM HAMPSHIRE.
 OU0193'NEWCASTLE, WESTON CO., WYO., JCT. U.S. HWY 16 AND STATE HWY
 OU0193'450 - 3 MILES WEST OF, THENCE, 25 MILES SOUTHWEST ALONG HWY
 OU0193'450, THENCE 10.1 MILES SOUTHERLY ALONG COUNTY ROAD TO FORK,
 OU0193'THENCE, 0.15 MILE SOUTH ALONG GRADED ROAD, THENCE, 0.1 MILE
 OU0193'EAST ALONG OLD ROADWAY TO BEND.  (CORNER OF SEC. 1, 6, 31 AND
 OU0193'36 OF T 41-42 N., R 65-66 W IS ON THE RIGHT) 268 FEET NORTH
 OU0193'AND 56 FEET EAST OF SECTION CORNER.  A STANDARD DISK, STAMPED
 OU0193'56 1934, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OU0193'ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0218 ***********************************************************************
 OU0218  DESIGNATION -  F 57
 OU0218  PID         -  OU0218
 OU0218  STATE/COUNTY-  WY/CONVERSE
 OU0218  USGS QUAD   -  TIN CAN LAKE (1971)
 OU0218
 OU0218                         *CURRENT SURVEY CONTROL
 OU0218  ___________________________________________________________________
 OU0218* NAD 83(1986)-  43 15 43.     (N)    105 14 57.     (W)     SCALED    
 OU0218* NAVD 88     -      1431.027  (meters)    4694.96   (feet)  ADJUSTED  
 OU0218  ___________________________________________________________________
 OU0218  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 OU0218  DYNAMIC HT  -        1430.224 (meters)    4692.33  (feet)  COMP
 OU0218  MODELED GRAV-     980,009.2   (mgal)                       NAVD 88
 OU0218
 OU0218  VERT ORDER  -  SECOND    CLASS 0
 OU0218
 OU0218.The horizontal coordinates were scaled from a topographic map and have
 OU0218.an estimated accuracy of +/- 6 seconds.
 OU0218
 OU0218.The orthometric height was determined by differential leveling
 OU0218.and adjusted by the National Geodetic Survey in June 1991..
 OU0218
 OU0218.The geoid height was determined by GEOID03.
 OU0218
 OU0218.The dynamic height is computed by dividing the NAVD 88
 OU0218.geopotential number by the normal gravity value computed on the
 OU0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0218.degrees latitude (g = 980.6199 gals.).
 OU0218
 OU0218.The modeled gravity was interpolated from observed gravity values.
 OU0218
 OU0218;                    North         East    Units  Estimated Accuracy
 OU0218;SPC WY E     -   306,760.      193,300.      MT  (+/- 180 meters Scaled)
 OU0218
 OU0218                          SUPERSEDED SURVEY CONTROL
 OU0218
 OU0218  NGVD 29 (??/??/92) 1430.231  (m)         4692.35   (f) ADJ UNCH    2 0
 OU0218
 OU0218.Superseded values are not recommended for survey control.
 OU0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0218.See file dsdata.txt to determine how the superseded data were derived.
 OU0218
 OU0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH797899(NAD 83)
 OU0218_MARKER: DB = BENCH MARK DISK
 OU0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0218_STAMPING: F-57 1934
 OU0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0218+STABILITY: SURFACE MOTION
 OU0218
 OU0218  HISTORY     - Date     Condition        Report By
 OU0218  HISTORY     - 1934     MONUMENTED       CGS
 OU0218  HISTORY     - 1972     MARK NOT FOUND   USGS
 OU0218
 OU0218                          STATION DESCRIPTION
 OU0218
 OU0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0218'2.5 MI NE FROM DRY CREEK.
 OU0218'2 MILES NORTH ALONG STATE HIGHWAY 387 FROM THE COMMUNITY CENTER
 OU0218'AT DRY CREEK, CONVERSE COUNTY, THENCE ABOUT 0.5 MILE EAST ALONG
 OU0218'THE ROAD LEADING TO DULL CENTER, 30 FEET NORTH OF THE CENTER LINE
 OU0218'OF THE ROAD, 12 FEET EAST OF A FENCE CORNER, AND 3 FEET SOUTH OF
 OU0218'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 57 1934 AND
 OU0218'SET IN THE TOP OF A CONCRETE POST.  NOTE-- DRY CREEK IS NOW BILL.
 OU0218
 OU0218                          STATION RECOVERY (1972)
 OU0218
 OU0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OU0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0264 ***********************************************************************
 OU0264  DESIGNATION -  F 58
 OU0264  PID         -  OU0264
 OU0264  STATE/COUNTY-  WY/CAMPBELL
 OU0264  USGS QUAD   -  RATTLESNAKE DRAW (1984)
 OU0264
 OU0264                         *CURRENT SURVEY CONTROL
 OU0264  ___________________________________________________________________
 OU0264* NAD 83(1986)-  43 40 19.     (N)    105 32 57.     (W)     SCALED    
 OU0264* NAVD 88     -      1520.458  (meters)    4988.37   (feet)  ADJUSTED  
 OU0264  ___________________________________________________________________
 OU0264  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 OU0264  DYNAMIC HT  -        1519.624 (meters)    4985.63  (feet)  COMP
 OU0264  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 OU0264
 OU0264  VERT ORDER  -  SECOND    CLASS 0
 OU0264
 OU0264.The horizontal coordinates were scaled from a topographic map and have
 OU0264.an estimated accuracy of +/- 6 seconds.
 OU0264
 OU0264.The orthometric height was determined by differential leveling
 OU0264.and adjusted by the National Geodetic Survey in June 1991..
 OU0264
 OU0264.The geoid height was determined by GEOID03.
 OU0264
 OU0264.The dynamic height is computed by dividing the NAVD 88
 OU0264.geopotential number by the normal gravity value computed on the
 OU0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0264.degrees latitude (g = 980.6199 gals.).
 OU0264
 OU0264.The modeled gravity was interpolated from observed gravity values.
 OU0264
 OU0264;                    North         East    Units  Estimated Accuracy
 OU0264;SPC WY E     -   352,370.      169,160.      MT  (+/- 180 meters Scaled)
 OU0264
 OU0264                          SUPERSEDED SURVEY CONTROL
 OU0264
 OU0264  NGVD 29 (??/??/92) 1519.635  (m)         4985.67   (f) ADJ UNCH    2 0
 OU0264
 OU0264.Superseded values are not recommended for survey control.
 OU0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0264.See file dsdata.txt to determine how the superseded data were derived.
 OU0264
 OU0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ557355(NAD 83)
 OU0264_MARKER: DB = BENCH MARK DISK
 OU0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0264_STAMPING: F 58 1934
 OU0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0264+STABILITY: SURFACE MOTION
 OU0264
 OU0264  HISTORY     - Date     Condition        Report By
 OU0264  HISTORY     - 1934     MONUMENTED       CGS
 OU0264  HISTORY     - 1960     GOOD             USGS
 OU0264
 OU0264                          STATION DESCRIPTION
 OU0264
 OU0264'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 OU0264'12.8 MI SE FROM RENO JUNCTION.
 OU0264'12.8 MI. SE ALONG STATE HWY. 387 FROM RENO JUNCTION, THENCE
 OU0264'5.8 MI. NE ALONG RD. TO COSNER RANCH, 2.0 MI. SW OF THE COSNER
 OU0264'RANCH, IN THE NE 1/4 SEC. 30, T. 43 N., R. 72 W., 30 FT. N. OF
 OU0264'Y-JCT. OF GRADED AND TRACK RD. SW.  A STD. DISK STAMPED F 58
 OU0264'1934 AND SET IN THE TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0325 ***********************************************************************
 NQ0325  DESIGNATION -  F 59
 NQ0325  PID         -  NQ0325
 NQ0325  STATE/COUNTY-  WY/CONVERSE
 NQ0325  USGS QUAD   -  ANTELOPE CREEK (1973)
 NQ0325
 NQ0325                         *CURRENT SURVEY CONTROL
 NQ0325  ___________________________________________________________________
 NQ0325* NAD 83(1986)-  42 48 20.     (N)    105 20 24.     (W)     SCALED    
 NQ0325* NAVD 88     -      1513.335  (meters)    4965.00   (feet)  ADJUSTED  
 NQ0325  ___________________________________________________________________
 NQ0325  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NQ0325  DYNAMIC HT  -        1512.381 (meters)    4961.87  (feet)  COMP
 NQ0325  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 NQ0325
 NQ0325  VERT ORDER  -  SECOND    CLASS 0
 NQ0325
 NQ0325.The horizontal coordinates were scaled from a topographic map and have
 NQ0325.an estimated accuracy of +/- 6 seconds.
 NQ0325
 NQ0325.The orthometric height was determined by differential leveling
 NQ0325.and adjusted by the National Geodetic Survey in June 1991..
 NQ0325
 NQ0325.The geoid height was determined by GEOID03.
 NQ0325
 NQ0325.The dynamic height is computed by dividing the NAVD 88
 NQ0325.geopotential number by the normal gravity value computed on the
 NQ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0325.degrees latitude (g = 980.6199 gals.).
 NQ0325
 NQ0325.The modeled gravity was interpolated from observed gravity values.
 NQ0325
 NQ0325;                    North         East    Units  Estimated Accuracy
 NQ0325;SPC WY E     -   256,070.      185,820.      MT  (+/- 180 meters Scaled)
 NQ0325
 NQ0325                          SUPERSEDED SURVEY CONTROL
 NQ0325
 NQ0325  NGVD 29 (??/??/92) 1512.47   (m)         4962.2    (f) COMPUTED    2 0
 NQ0325
 NQ0325.Superseded values are not recommended for survey control.
 NQ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0325.See file dsdata.txt to determine how the superseded data were derived.
 NQ0325
 NQ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH722392(NAD 83)
 NQ0325_MARKER: DB = BENCH MARK DISK
 NQ0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0325_SP_SET: CULVERT
 NQ0325_STAMPING: F 59 1934
 NQ0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0325
 NQ0325  HISTORY     - Date     Condition        Report By
 NQ0325  HISTORY     - 1934     MONUMENTED       CGS
 NQ0325  HISTORY     - 1947     GOOD             NGS
 NQ0325
 NQ0325                          STATION DESCRIPTION
 NQ0325
 NQ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0325'3.7 MI NE FROM DOUGLAS.
 NQ0325'ABOUT 3.7 MILES NORTHEAST ALONG STATE HIGHWAY 185 FROM THE POST
 NQ0325'OFFICE AT DOUGLAS, CONVERSE COUNTY, AT A CONCRETE BOX CULVERT,
 NQ0325'IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL, AND 15.0 FEET
 NQ0325'WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 NQ0325'F 59 1934.
 NQ0325
 NQ0325                          STATION RECOVERY (1947)
 NQ0325
 NQ0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 NQ0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0112 ***********************************************************************
 MR0112  DESIGNATION -  F 6
 MR0112  PID         -  MR0112
 MR0112  STATE/COUNTY-  WY/UINTA
 MR0112  USGS QUAD   -  BRIDGER (1978)
 MR0112
 MR0112                         *CURRENT SURVEY CONTROL
 MR0112  ___________________________________________________________________
 MR0112* NAD 83(1986)-  41 23 06.     (N)    110 35 17.     (W)     SCALED    
 MR0112* NAVD 88     -      2022.122  (meters)    6634.25   (feet)  POSTED    
 MR0112  ___________________________________________________________________
 MR0112  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 MR0112  DYNAMIC HT  -        2020.340 (meters)    6628.40  (feet)  COMP
 MR0112  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 MR0112
 MR0112  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MR0112
 MR0112.The horizontal coordinates were scaled from a topographic map and have
 MR0112.an estimated accuracy of +/- 6 seconds.
 MR0112
 MR0112.The orthometric height was determined by differential leveling
 MR0112.and adjusted by the National Geodetic Survey in 1992..
 MR0112.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MR0112.rate of 0.0 thru 1.0 mm/km.
 MR0112
 MR0112.The geoid height was determined by GEOID03.
 MR0112
 MR0112.The dynamic height is computed by dividing the NAVD 88
 MR0112.geopotential number by the normal gravity value computed on the
 MR0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0112.degrees latitude (g = 980.6199 gals.).
 MR0112
 MR0112.The modeled gravity was interpolated from observed gravity values.
 MR0112
 MR0112;                    North         East    Units  Estimated Accuracy
 MR0112;SPC WY W     -   198,400.      757,790.      MT  (+/- 180 meters Scaled)
 MR0112
 MR0112                          SUPERSEDED SURVEY CONTROL
 MR0112
 MR0112.No superseded survey control is available for this station.
 MR0112
 MR0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL344815(NAD 83)
 MR0112_MARKER: Q = CHISELED SQUARE
 MR0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0112_SP_SET: LIMESTONE POST
 MR0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0112+STABILITY: SURFACE MOTION
 MR0112
 MR0112  HISTORY     - Date     Condition        Report By
 MR0112  HISTORY     - 1903     MONUMENTED       CGS
 MR0112  HISTORY     - 1958     MARK NOT FOUND   NGS
 MR0112
 MR0112                          STATION DESCRIPTION
 MR0112
 MR0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0112'IN BRIDGER.
 MR0112'AT BRIDGER, UINTA COUNTY, ON THE UNION PACIFIC RAILROAD RIGHT-OF-WAY,
 MR0112'NORTH OF THE STATION SIGN, 80 FEET NORTH OF THE CENTERLINE OF THE
 MR0112'TRACK, AND 6 FEET FROM THE RIGHT-OF-WAY FENCE.  THE BOTTOM OF A SQUARE
 MR0112'HOLE, SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0161 ***********************************************************************
 PV0161  DESIGNATION -  F 60
 PV0161  PID         -  PV0161
 PV0161  STATE/COUNTY-  WY/CROOK
 PV0161  USGS QUAD   -  GARLAND HILL (1984)
 PV0161
 PV0161                         *CURRENT SURVEY CONTROL
 PV0161  ___________________________________________________________________
 PV0161* NAD 83(1986)-  44 37 37.     (N)    104 59 55.     (W)     SCALED    
 PV0161* NAVD 88     -      1318.301  (meters)    4325.13   (feet)  ADJUSTED  
 PV0161  ___________________________________________________________________
 PV0161  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 PV0161  DYNAMIC HT  -        1317.811 (meters)    4323.52  (feet)  COMP
 PV0161  MODELED GRAV-     980,199.3   (mgal)                       NAVD 88
 PV0161
 PV0161  VERT ORDER  -  SECOND    CLASS 0
 PV0161
 PV0161.The horizontal coordinates were scaled from a topographic map and have
 PV0161.an estimated accuracy of +/- 6 seconds.
 PV0161
 PV0161.The orthometric height was determined by differential leveling
 PV0161.and adjusted by the National Geodetic Survey in June 1991..
 PV0161
 PV0161.The geoid height was determined by GEOID03.
 PV0161
 PV0161.The dynamic height is computed by dividing the NAVD 88
 PV0161.geopotential number by the normal gravity value computed on the
 PV0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0161.degrees latitude (g = 980.6199 gals.).
 PV0161
 PV0161.The modeled gravity was interpolated from observed gravity values.
 PV0161
 PV0161;                    North         East    Units  Estimated Accuracy
 PV0161;SPC WY E     -   458,420.      213,340.      MT  (+/- 180 meters Scaled)
 PV0161
 PV0161                          SUPERSEDED SURVEY CONTROL
 PV0161
 PV0161  NGVD 29 (??/??/92) 1317.645  (m)         4322.97   (f) ADJ UNCH    2 0
 PV0161
 PV0161.Superseded values are not recommended for survey control.
 PV0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0161.See file dsdata.txt to determine how the superseded data were derived.
 PV0161
 PV0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK001415(NAD 83)
 PV0161_MARKER: DB = BENCH MARK DISK
 PV0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0161_STAMPING: F 60 1934
 PV0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0161+STABILITY: SURFACE MOTION
 PV0161
 PV0161  HISTORY     - Date     Condition        Report By
 PV0161  HISTORY     - 1934     MONUMENTED       CGS
 PV0161  HISTORY     - 1972     MARK NOT FOUND   USGS
 PV0161
 PV0161                          STATION DESCRIPTION
 PV0161
 PV0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0161'10.4 MI S FROM STRONER.
 PV0161'10.4 MILES SOUTH ALONG THE ROAD LEADING TO CARLILE FROM STRONER,
 PV0161'CROOK COUNTY, ABOUT 1.7 MILES WEST AND 3.6 MILES NORTH OF THE
 PV0161'GENERAL STORE AT OSHOTO, ABOUT 0.1 MILE NORTH OF A SIDE ROAD
 PV0161'LEADING WEST TO A RANCH, AT THE TOP OF A DIVIDE, ON THE TOP OF A
 PV0161'KNOLL TO THE WEST OF THE ROAD, 63 FEET WEST OF THE CENTER LINE
 PV0161'OF THE ROAD, AND 24 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 PV0161'STANDARD DISK, STAMPED F 60 1934 AND SET IN THE TOP OF A CONCRETE
 PV0161'POST.
 PV0161
 PV0161                          STATION RECOVERY (1972)
 PV0161
 PV0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PV0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0068 ***********************************************************************
 PV0068  DESIGNATION -  F 62
 PV0068  PID         -  PV0068
 PV0068  STATE/COUNTY-  WY/CROOK
 PV0068  USGS QUAD   -  RED CANYON CREEK (1984)
 PV0068
 PV0068                         *CURRENT SURVEY CONTROL
 PV0068  ___________________________________________________________________
 PV0068* NAD 83(1986)-  44 29 22.     (N)    104 14 19.     (W)     SCALED    
 PV0068* NAVD 88     -      1262.218  (meters)    4141.13   (feet)  ADJUSTED  
 PV0068  ___________________________________________________________________
 PV0068  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 PV0068  DYNAMIC HT  -        1261.770 (meters)    4139.66  (feet)  COMP
 PV0068  MODELED GRAV-     980,218.5   (mgal)                       NAVD 88
 PV0068
 PV0068  VERT ORDER  -  SECOND    CLASS 0
 PV0068
 PV0068.The horizontal coordinates were scaled from a topographic map and have
 PV0068.an estimated accuracy of +/- 6 seconds.
 PV0068
 PV0068.The orthometric height was determined by differential leveling
 PV0068.and adjusted by the National Geodetic Survey in June 1991..
 PV0068
 PV0068.The geoid height was determined by GEOID03.
 PV0068
 PV0068.The dynamic height is computed by dividing the NAVD 88
 PV0068.geopotential number by the normal gravity value computed on the
 PV0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0068.degrees latitude (g = 980.6199 gals.).
 PV0068
 PV0068.The modeled gravity was interpolated from observed gravity values.
 PV0068
 PV0068;                    North         East    Units  Estimated Accuracy
 PV0068;SPC WY E     -   443,550.      273,820.      MT  (+/- 180 meters Scaled)
 PV0068
 PV0068                          SUPERSEDED SURVEY CONTROL
 PV0068
 PV0068  NGVD 29 (??/??/92) 1261.640  (m)         4139.23   (f) ADJ UNCH    2 0
 PV0068
 PV0068.Superseded values are not recommended for survey control.
 PV0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0068.See file dsdata.txt to determine how the superseded data were derived.
 PV0068
 PV0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK605265(NAD 83)
 PV0068_MARKER: DB = BENCH MARK DISK
 PV0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0068_STAMPING: F 62 1934
 PV0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0068+STABILITY: SURFACE MOTION
 PV0068
 PV0068  HISTORY     - Date     Condition        Report By
 PV0068  HISTORY     - 1934     MONUMENTED       CGS
 PV0068  HISTORY     - 1957     GOOD             NGS
 PV0068  HISTORY     - 1981     MARK NOT FOUND   USGS
 PV0068
 PV0068                          STATION DESCRIPTION
 PV0068
 PV0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0068'9.1 MI NE FROM BEULAH.
 PV0068'9.1 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE COUNTY
 PV0068'COURTHOUSE AT SUNDANCE, CROOK COUNTY, 0.2 MILES NORTH ALONG OLD
 PV0068'ROAD GRADE, 33 FEET WEST OF THE CENTERLINE OF THE OLD GRADE,
 PV0068'AND SET IN THE TOP OF A CONCRETE POST.
 PV0068
 PV0068                          STATION RECOVERY (1981)
 PV0068
 PV0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PV0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0023 ***********************************************************************
 MO0023  DESIGNATION -  F 63
 MO0023  PID         -  MO0023
 MO0023  STATE/COUNTY-  WY/GOSHEN
 MO0023  USGS QUAD   -  YODER (1990)
 MO0023
 MO0023                         *CURRENT SURVEY CONTROL
 MO0023  ___________________________________________________________________
 MO0023* NAD 83(1986)-  41 55 25.     (N)    104 20 53.     (W)     SCALED    
 MO0023* NAVD 88     -      1305.469  (meters)    4283.03   (feet)  ADJUSTED  
 MO0023  ___________________________________________________________________
 MO0023  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 MO0023  DYNAMIC HT  -        1304.609 (meters)    4280.20  (feet)  COMP
 MO0023  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 MO0023
 MO0023  VERT ORDER  -  SECOND    CLASS 0
 MO0023
 MO0023.The horizontal coordinates were scaled from a topographic map and have
 MO0023.an estimated accuracy of +/- 6 seconds.
 MO0023
 MO0023.The orthometric height was determined by differential leveling
 MO0023.and adjusted by the National Geodetic Survey in June 1991..
 MO0023
 MO0023.The geoid height was determined by GEOID03.
 MO0023
 MO0023.The dynamic height is computed by dividing the NAVD 88
 MO0023.geopotential number by the normal gravity value computed on the
 MO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0023.degrees latitude (g = 980.6199 gals.).
 MO0023
 MO0023.The modeled gravity was interpolated from observed gravity values.
 MO0023
 MO0023;                    North         East    Units  Estimated Accuracy
 MO0023;SPC WY E     -   158,420.      267,900.      MT  (+/- 180 meters Scaled)
 MO0023
 MO0023                          SUPERSEDED SURVEY CONTROL
 MO0023
 MO0023  NGVD 29 (??/??/92) 1304.700  (m)         4280.50   (f) ADJ UNCH    2 0
 MO0023
 MO0023.Superseded values are not recommended for survey control.
 MO0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0023.See file dsdata.txt to determine how the superseded data were derived.
 MO0023
 MO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG540415(NAD 83)
 MO0023_MARKER: DB = BENCH MARK DISK
 MO0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0023_STAMPING: F 63 1934
 MO0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0023+STABILITY: SURFACE MOTION
 MO0023
 MO0023  HISTORY     - Date     Condition        Report By
 MO0023  HISTORY     - 1934     MONUMENTED       CGS
 MO0023  HISTORY     - 1960     MARK NOT FOUND   NGS
 MO0023
 MO0023                          STATION DESCRIPTION
 MO0023
 MO0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0023'3.1 MI W FROM YODER.
 MO0023'3.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0023'AT YODER, 0.15 MILE SOUTH OF MILEPOST 184, AT A ROAD CROSSING,
 MO0023'42 FEET SOUTHWEST OF THE SOUTH RAIL, 6 FEET SOUTHEAST OF THE
 MO0023'FIFTH POLE SOUTHEAST OF MILEPOST 184, 9.4 FEET EAST OF THE
 MO0023'SOUTHEAST END OF A GATE IN THE RIGHT-OF-WAY FENCE, AND 5.4 FEET
 MO0023'NORTHEAST OF THE FENCE.  A STANDARD DISK, STAMPED F 63 1934 AND
 MO0023'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0183 ***********************************************************************
 NQ0183  DESIGNATION -  F 64
 NQ0183  PID         -  NQ0183
 NQ0183  STATE/COUNTY-  WY/GOSHEN
 NQ0183  USGS QUAD   -  FORT LARAMIE (1990)
 NQ0183
 NQ0183                         *CURRENT SURVEY CONTROL
 NQ0183  ___________________________________________________________________
 NQ0183* NAD 83(1986)-  42 12 42.     (N)    104 31 04.     (W)     SCALED    
 NQ0183* NAVD 88     -      1290.019  (meters)    4232.34   (feet)  ADJUSTED  
 NQ0183  ___________________________________________________________________
 NQ0183  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 NQ0183  DYNAMIC HT  -        1289.210 (meters)    4229.68  (feet)  COMP
 NQ0183  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 NQ0183
 NQ0183  VERT ORDER  -  SECOND    CLASS 0
 NQ0183
 NQ0183.The horizontal coordinates were scaled from a topographic map and have
 NQ0183.an estimated accuracy of +/- 6 seconds.
 NQ0183
 NQ0183.The orthometric height was determined by differential leveling
 NQ0183.and adjusted by the National Geodetic Survey in June 1991..
 NQ0183
 NQ0183.The geoid height was determined by GEOID03.
 NQ0183
 NQ0183.The dynamic height is computed by dividing the NAVD 88
 NQ0183.geopotential number by the normal gravity value computed on the
 NQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0183.degrees latitude (g = 980.6199 gals.).
 NQ0183
 NQ0183.The modeled gravity was interpolated from observed gravity values.
 NQ0183
 NQ0183;                    North         East    Units  Estimated Accuracy
 NQ0183;SPC WY E     -   190,290.      253,580.      MT  (+/- 180 meters Scaled)
 NQ0183
 NQ0183                          SUPERSEDED SURVEY CONTROL
 NQ0183
 NQ0183  NGVD 29 (??/??/92) 1289.244  (m)         4229.79   (f) ADJ UNCH    2 0
 NQ0183
 NQ0183.Superseded values are not recommended for survey control.
 NQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0183.See file dsdata.txt to determine how the superseded data were derived.
 NQ0183
 NQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG398733(NAD 83)
 NQ0183_MARKER: DB = BENCH MARK DISK
 NQ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0183_STAMPING: F 64 1934
 NQ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0183+STABILITY: SURFACE MOTION
 NQ0183
 NQ0183  HISTORY     - Date     Condition        Report By
 NQ0183  HISTORY     - 1934     MONUMENTED       CGS
 NQ0183  HISTORY     - 1941     GOOD             NGS
 NQ0183
 NQ0183                          STATION DESCRIPTION
 NQ0183
 NQ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0183'AT FORT LARAMIE.
 NQ0183'AT FORT LARAMIE, 10 FEET EAST OF THE SOUTHEAST CORNER OF THE
 NQ0183'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 32 FEET WEST
 NQ0183'OF MILEPOST 82, IN A SMALL PARK, 15.7 FEET NORTH OF THE NORTH
 NQ0183'RAIL, 1.6 FEET EAST OF THE EAST EDGE OF A CORNER IN THE STATION
 NQ0183'PLATFORM, 1 FOOT NORTH OF THE NORTH EDGE OF THE PLATFORM, AND
 NQ0183'1.5 FEET LOWER THAN THE PLATFORM.  A STANDARD DISK, STAMPED
 NQ0183'F 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0629 ***********************************************************************
 MO0629  DESIGNATION -  F 65
 MO0629  PID         -  MO0629
 MO0629  STATE/COUNTY-  WY/ALBANY
 MO0629  USGS QUAD   -  LARAMIE SW (1978)
 MO0629
 MO0629                         *CURRENT SURVEY CONTROL
 MO0629  ___________________________________________________________________
 MO0629* NAD 83(1986)-  41 19 48.     (N)    105 42 18.     (W)     SCALED    
 MO0629* NAVD 88     -      2219.406  (meters)    7281.50   (feet)  ADJUSTED  
 MO0629  ___________________________________________________________________
 MO0629  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 MO0629  DYNAMIC HT  -        2217.459 (meters)    7275.11  (feet)  COMP
 MO0629  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 MO0629
 MO0629  VERT ORDER  -  FIRST     CLASS II
 MO0629
 MO0629.The horizontal coordinates were scaled from a topographic map and have
 MO0629.an estimated accuracy of +/- 6 seconds.
 MO0629
 MO0629.The orthometric height was determined by differential leveling
 MO0629.and adjusted by the National Geodetic Survey in June 1991..
 MO0629
 MO0629.The geoid height was determined by GEOID03.
 MO0629
 MO0629.The dynamic height is computed by dividing the NAVD 88
 MO0629.geopotential number by the normal gravity value computed on the
 MO0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0629.degrees latitude (g = 980.6199 gals.).
 MO0629
 MO0629.The modeled gravity was interpolated from observed gravity values.
 MO0629
 MO0629;                    North         East    Units  Estimated Accuracy
 MO0629;SPC WY E     -    92,310.      154,940.      MT  (+/- 180 meters Scaled)
 MO0629
 MO0629                          SUPERSEDED SURVEY CONTROL
 MO0629
 MO0629  NGVD 29 (??/??/92) 2218.330  (m)         7277.97   (f) ADJ UNCH    1 2
 MO0629
 MO0629.Superseded values are not recommended for survey control.
 MO0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0629.See file dsdata.txt to determine how the superseded data were derived.
 MO0629
 MO0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF410756(NAD 83)
 MO0629_MARKER: DB = BENCH MARK DISK
 MO0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0629_STAMPING: F 65 1934
 MO0629_MARK LOGO: CGS   
 MO0629_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0629+STABILITY: SURFACE MOTION
 MO0629
 MO0629  HISTORY     - Date     Condition        Report By
 MO0629  HISTORY     - 1934     MONUMENTED       CGS
 MO0629  HISTORY     - 1956     GOOD             NGS
 MO0629  HISTORY     - 19990824 GOOD             WYDT
 MO0629
 MO0629                          STATION DESCRIPTION
 MO0629
 MO0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0629'6.1 MI W FROM LARAMIE.
 MO0629'6.1 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0629'RAILROAD FROM THE STATION AT LARAMIE, 62.3 FEET SOUTH OF MILEPOST
 MO0629'6, 26.8 FEET SOUTH OF THE SOUTH RAIL, 2.9 FEET NORTH OF A WITNESS
 MO0629'POST, 0.3 MILE EAST OF A ROAD CROSSING, SET IN THE TOP OF A CONCRETE
 MO0629'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 MO0629'1/4 OF SECTION 28, TOWNSHIP 16 NORTH, RANGE 74 WEST.
 MO0629
 MO0629                          STATION RECOVERY (1999)
 MO0629
 MO0629'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0629'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0629'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MO0629'GOOD CONDITION.  THE RAILROAD TRACKS ARE BEING REMOVER AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0561 ***********************************************************************
 MO0561  DESIGNATION -  F 66 RESET
 MO0561  PID         -  MO0561
 MO0561  STATE/COUNTY-  WY/ALBANY
 MO0561  USGS QUAD   -  RED BUTTES (1978)
 MO0561
 MO0561                         *CURRENT SURVEY CONTROL
 MO0561  ___________________________________________________________________
 MO0561* NAD 83(1986)-  41 07 53.     (N)    105 33 04.     (W)     SCALED    
 MO0561* NAVD 88     -      2295.930  (meters)    7532.56   (feet)  ADJUSTED  
 MO0561  ___________________________________________________________________
 MO0561  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 MO0561  DYNAMIC HT  -        2293.842 (meters)    7525.71  (feet)  COMP
 MO0561  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 MO0561
 MO0561  VERT ORDER  -  FIRST     CLASS II
 MO0561
 MO0561.The horizontal coordinates were scaled from a topographic map and have
 MO0561.an estimated accuracy of +/- 6 seconds.
 MO0561
 MO0561.The orthometric height was determined by differential leveling
 MO0561.and adjusted by the National Geodetic Survey in June 1991..
 MO0561
 MO0561.The geoid height was determined by GEOID03.
 MO0561
 MO0561.The dynamic height is computed by dividing the NAVD 88
 MO0561.geopotential number by the normal gravity value computed on the
 MO0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0561.degrees latitude (g = 980.6199 gals.).
 MO0561
 MO0561.The modeled gravity was interpolated from observed gravity values.
 MO0561
 MO0561;                    North         East    Units  Estimated Accuracy
 MO0561;SPC WY E     -    70,180.      167,720.      MT  (+/- 180 meters Scaled)
 MO0561
 MO0561                          SUPERSEDED SURVEY CONTROL
 MO0561
 MO0561  NGVD 29 (06/08/92) 2294.819  (m)         7528.92   (f) ADJUSTED    1 2
 MO0561
 MO0561.Superseded values are not recommended for survey control.
 MO0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0561.See file dsdata.txt to determine how the superseded data were derived.
 MO0561
 MO0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF537534(NAD 83)
 MO0561_MARKER: DB = BENCH MARK DISK
 MO0561_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0561_STAMPING: F 66 1934 RESET 1956
 MO0561_MARK LOGO: CGS   
 MO0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0561+STABILITY: POSITION/ELEVATION WELL
 MO0561
 MO0561  HISTORY     - Date     Condition        Report By
 MO0561  HISTORY     - 1956     MONUMENTED       CGS
 MO0561  HISTORY     - 1983     GOOD             NGS
 MO0561
 MO0561                          STATION DESCRIPTION
 MO0561
 MO0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0561'4.8 MI NW FROM HERMOSA.
 MO0561'4.8 MILES NORTHWEST ALONG THE SOUTHWEST TRACK OF THE UNION
 MO0561'PACIFIC RAILROAD FROM THE STATION SIGN AT HERMOSA, 13 FEET SOUTH
 MO0561'OF THE SOUTH RAIL, 3 FEET ABOVE THE TOP OF THE RAILS, AT THE
 MO0561'OVERPASS OF U.S. HIGHWAY 287, SET VERTICALLY IN THE NORTH SIDE
 MO0561'OF THE EAST PIER OF THE FIRST CONCRETE SUPPORT SOUTH OF THE
 MO0561'TRACK, IN THE NORTHWEST 1/4 OF SECTION 2, TOWNSHIP 13 NORTH,
 MO0561'RANGE 73 WEST.
 MO0561
 MO0561                          STATION RECOVERY (1983)
 MO0561
 MO0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0561'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  21.1 KM
 MO0561'(13.1 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0561'STATION IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0338 ***********************************************************************
 OX0338  DESIGNATION -  F 67
 OX0338  PID         -  OX0338
 OX0338  STATE/COUNTY-  WY/LINCOLN
 OX0338  USGS QUAD   -  ETNA (1966)
 OX0338
 OX0338                         *CURRENT SURVEY CONTROL
 OX0338  ___________________________________________________________________
 OX0338* NAD 83(1986)-  43 00 38.     (N)    111 00 45.     (W)     SCALED    
 OX0338* NAVD 88     -      1760.451  (meters)    5775.75   (feet)  ADJUSTED  
 OX0338  ___________________________________________________________________
 OX0338  GEOID HEIGHT-         -10.78  (meters)                     GEOID03
 OX0338  DYNAMIC HT  -        1759.245 (meters)    5771.79  (feet)  COMP
 OX0338  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 OX0338
 OX0338  VERT ORDER  -  SECOND    CLASS 0
 OX0338
 OX0338.The horizontal coordinates were scaled from a topographic map and have
 OX0338.an estimated accuracy of +/- 6 seconds.
 OX0338
 OX0338.The orthometric height was determined by differential leveling
 OX0338.and adjusted by the National Geodetic Survey in June 1991..
 OX0338
 OX0338.The geoid height was determined by GEOID03.
 OX0338
 OX0338.The dynamic height is computed by dividing the NAVD 88
 OX0338.geopotential number by the normal gravity value computed on the
 OX0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0338.degrees latitude (g = 980.6199 gals.).
 OX0338
 OX0338.The modeled gravity was interpolated from observed gravity values.
 OX0338
 OX0338;                    North         East    Units  Estimated Accuracy
 OX0338;SPC WY W     -   379,250.      724,250.      MT  (+/- 180 meters Scaled)
 OX0338
 OX0338                          SUPERSEDED SURVEY CONTROL
 OX0338
 OX0338  NGVD 29 (??/??/92) 1759.202  (m)         5771.65   (f) ADJ UNCH    2 0
 OX0338
 OX0338.Superseded values are not recommended for survey control.
 OX0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0338.See file dsdata.txt to determine how the superseded data were derived.
 OX0338
 OX0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN989619(NAD 83)
 OX0338_MARKER: DB = BENCH MARK DISK
 OX0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0338_STAMPING: F 67 1934
 OX0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0338+STABILITY: SURFACE MOTION
 OX0338
 OX0338  HISTORY     - Date     Condition        Report By
 OX0338  HISTORY     - 1934     MONUMENTED       CGS
 OX0338
 OX0338                          STATION DESCRIPTION
 OX0338
 OX0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0338'1.7 MI S FROM ETNA.
 OX0338'1.7 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT ETNA,
 OX0338'LINCOLN COUNTY, 335 FEET NORTH OF THE NELS SANDERSON FARMHOUSE, 300
 OX0338'FEET NORTH OF THE CENTER LINE OF THE WAGON ROAD LEADING FROM THE
 OX0338'HIGHWAY TO THE FARMHOUSE YARD, 245 FEET SOUTH OF THE CENTER LINE OF A
 OX0338'WOODEN HIGHWAY BRIDGE, 160 FEET NORTH OF A SMALL IRRIGATION CULVERT
 OX0338'UNDER THE HIGHWAY, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 OX0338'4 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED F 67 1934 AND SET IN
 OX0338'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0047 ***********************************************************************
 NT0047  DESIGNATION -  F 68
 NT0047  PID         -  NT0047
 NT0047  STATE/COUNTY-  WY/LINCOLN
 NT0047  USGS QUAD   -  SALT FLAT (1984)
 NT0047
 NT0047                         *CURRENT SURVEY CONTROL
 NT0047  ___________________________________________________________________
 NT0047* NAD 83(1986)-  42 29 19.     (N)    110 55 15.     (W)     SCALED    
 NT0047* NAVD 88     -      2150.475  (meters)    7055.35   (feet)  ADJUSTED  
 NT0047  ___________________________________________________________________
 NT0047  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 NT0047  DYNAMIC HT  -        2148.784 (meters)    7049.80  (feet)  COMP
 NT0047  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 NT0047
 NT0047  VERT ORDER  -  SECOND    CLASS 0
 NT0047
 NT0047.The horizontal coordinates were scaled from a topographic map and have
 NT0047.an estimated accuracy of +/- 6 seconds.
 NT0047
 NT0047.The orthometric height was determined by differential leveling
 NT0047.and adjusted by the National Geodetic Survey in June 1991..
 NT0047
 NT0047.The geoid height was determined by GEOID03.
 NT0047
 NT0047.The dynamic height is computed by dividing the NAVD 88
 NT0047.geopotential number by the normal gravity value computed on the
 NT0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0047.degrees latitude (g = 980.6199 gals.).
 NT0047
 NT0047.The modeled gravity was interpolated from observed gravity values.
 NT0047
 NT0047;                    North         East    Units  Estimated Accuracy
 NT0047;SPC WY W     -   321,190.      731,150.      MT  (+/- 180 meters Scaled)
 NT0047
 NT0047                          SUPERSEDED SURVEY CONTROL
 NT0047
 NT0047  NGVD 29 (??/??/92) 2149.105  (m)         7050.86   (f) ADJ UNCH    2 0
 NT0047
 NT0047.Superseded values are not recommended for survey control.
 NT0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0047.See file dsdata.txt to determine how the superseded data were derived.
 NT0047
 NT0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN065040(NAD 83)
 NT0047_MARKER: DB = BENCH MARK DISK
 NT0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0047_STAMPING: F 68 1934
 NT0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0047+STABILITY: SURFACE MOTION
 NT0047
 NT0047  HISTORY     - Date     Condition        Report By
 NT0047  HISTORY     - 1934     MONUMENTED       CGS
 NT0047  HISTORY     - 1967     GOOD             USGS
 NT0047
 NT0047                          STATION DESCRIPTION
 NT0047
 NT0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0047'11.4 MI S FROM SMOOT.
 NT0047'11.4 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0047'SMOOT, LINCOLN COUNTY, 0.1 MILE SOUTH OF THE CONFLUENCE OF TWO CREEKS,
 NT0047'65 FEET NORTHWEST OF THE WEST END OF A CULVERT, AT THE FOOT OF A HILL,
 NT0047'25 FEET NORTH OF A SMALL GULCH LEADING DOWN THE SIDE OF THE HILL, AND
 NT0047'45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 NT0047'STAMPED F 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NT0047
 NT0047                          STATION RECOVERY (1967)
 NT0047
 NT0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0239 ***********************************************************************
 MR0239  DESIGNATION -  F 69
 MR0239  PID         -  MR0239
 MR0239  STATE/COUNTY-  WY/LINCOLN
 MR0239  USGS QUAD   -  BECKWITH (1985)
 MR0239
 MR0239                         *CURRENT SURVEY CONTROL
 MR0239  ___________________________________________________________________
 MR0239* NAD 83(1986)-  41 55 09.     (N)    110 57 57.     (W)     SCALED    
 MR0239* NAVD 88     -      1889.795  (meters)    6200.10   (feet)  ADJUSTED  
 MR0239  ___________________________________________________________________
 MR0239  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 MR0239  DYNAMIC HT  -        1888.261 (meters)    6195.07  (feet)  COMP
 MR0239  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 MR0239
 MR0239  VERT ORDER  -  SECOND    CLASS 0
 MR0239
 MR0239.The horizontal coordinates were scaled from a topographic map and have
 MR0239.an estimated accuracy of +/- 6 seconds.
 MR0239
 MR0239.The orthometric height was determined by differential leveling
 MR0239.and adjusted by the National Geodetic Survey in June 1991..
 MR0239
 MR0239.The geoid height was determined by GEOID03.
 MR0239
 MR0239.The dynamic height is computed by dividing the NAVD 88
 MR0239.geopotential number by the normal gravity value computed on the
 MR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0239.degrees latitude (g = 980.6199 gals.).
 MR0239
 MR0239.The modeled gravity was interpolated from observed gravity values.
 MR0239
 MR0239;                    North         East    Units  Estimated Accuracy
 MR0239;SPC WY W     -   257,980.      726,800.      MT  (+/- 180 meters Scaled)
 MR0239
 MR0239                          SUPERSEDED SURVEY CONTROL
 MR0239
 MR0239  NGVD 29 (??/??/92) 1888.505  (m)         6195.87   (f) ADJ UNCH    2 0
 MR0239
 MR0239.Superseded values are not recommended for survey control.
 MR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0239.See file dsdata.txt to determine how the superseded data were derived.
 MR0239
 MR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM028408(NAD 83)
 MR0239_MARKER: DB = BENCH MARK DISK
 MR0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0239_STAMPING: F 69 1934
 MR0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0239+STABILITY: SURFACE MOTION
 MR0239
 MR0239  HISTORY     - Date     Condition        Report By
 MR0239  HISTORY     - 1934     MONUMENTED       CGS
 MR0239  HISTORY     - 1952     POOR             USGS
 MR0239
 MR0239                          STATION DESCRIPTION
 MR0239
 MR0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0239'7.0 MI N FROM SAGE.
 MR0239'7.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0239'SAGE, LINCOLN COUNTY, 195 FEET EAST OF MILEPOST 70, 0.2 MILE SOUTH OF
 MR0239'THE BECKWITH-ONE-MILE SIGN, 645 FEET NORTH OF SEMAPHORE 70.0, 98 FEET
 MR0239'EAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET WEST OF THE
 MR0239'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 69 1934 AND SET IN THE
 MR0239'TOP OF A CONCRETE POST.
 MR0239
 MR0239                          STATION RECOVERY (1952)
 MR0239
 MR0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 MR0239'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0098 ***********************************************************************
 PV0098  DESIGNATION -  F 7
 PV0098  PID         -  PV0098
 PV0098  STATE/COUNTY-  WY/WESTON
 PV0098  USGS QUAD   -  UPTON WEST (1984)
 PV0098
 PV0098                         *CURRENT SURVEY CONTROL
 PV0098  ___________________________________________________________________
 PV0098* NAD 83(1986)-  44 05 53.     (N)    104 37 38.     (W)     SCALED    
 PV0098* NAVD 88     -      1291.224  (meters)    4236.29   (feet)  ADJUSTED  
 PV0098  ___________________________________________________________________
 PV0098  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 PV0098  DYNAMIC HT  -        1290.701 (meters)    4234.57  (feet)  COMP
 PV0098  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 PV0098
 PV0098  VERT ORDER  -  FIRST     CLASS II
 PV0098
 PV0098.The horizontal coordinates were scaled from a topographic map and have
 PV0098.an estimated accuracy of +/- 6 seconds.
 PV0098
 PV0098.The orthometric height was determined by differential leveling
 PV0098.and adjusted by the National Geodetic Survey in June 1991..
 PV0098
 PV0098.The geoid height was determined by GEOID03.
 PV0098
 PV0098.The dynamic height is computed by dividing the NAVD 88
 PV0098.geopotential number by the normal gravity value computed on the
 PV0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0098.degrees latitude (g = 980.6199 gals.).
 PV0098
 PV0098.The modeled gravity was interpolated from observed gravity values.
 PV0098
 PV0098;                    North         East    Units  Estimated Accuracy
 PV0098;SPC WY E     -   399,790.      243,190.      MT  (+/- 180 meters Scaled)
 PV0098
 PV0098                          SUPERSEDED SURVEY CONTROL
 PV0098
 PV0098  NGVD 29 (??/??/92) 1290.597  (m)         4234.23   (f) ADJ UNCH    1 2
 PV0098
 PV0098.Superseded values are not recommended for survey control.
 PV0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0098.See file dsdata.txt to determine how the superseded data were derived.
 PV0098
 PV0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ298828(NAD 83)
 PV0098_MARKER: DB = BENCH MARK DISK
 PV0098_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PV0098_SP_SET: BUILDING FOUNDATION
 PV0098_STAMPING: F 7 1908
 PV0098_MARK LOGO: CGS   
 PV0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0098+STABILITY: SURFACE MOTION
 PV0098
 PV0098  HISTORY     - Date     Condition        Report By
 PV0098  HISTORY     - 1908     MONUMENTED       CGS
 PV0098  HISTORY     - 1957     GOOD             NGS
 PV0098  HISTORY     - 1979     MARK NOT FOUND   USGS
 PV0098  HISTORY     - 1985     GOOD             NGS
 PV0098
 PV0098                          STATION DESCRIPTION
 PV0098
 PV0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0098'AT UPTON.
 PV0098'AT UPTON, 2 BLOCKS NORTHEAST OF THE CHICAGO, BURLINGTON AND
 PV0098'QUINCY RAILROAD STATION, AT THE EAST CORNER OF THE INTERSECTION
 PV0098'OF FIRST AND PINE STREETS, 7.3 FEET SOUTHWEST OF THE NORTH CORNER
 PV0098'OF THE SHAMROCK HOTEL, 1/2 FOOT NORTHWEST OF THE NORTHWEST FACE
 PV0098'OF THE BUILDING, 2 FEET BELOW THE PRESENT WINDOW SILL, 3 INCHES
 PV0098'BELOW THE SURFACE OF THE SIDEWALK.  NOTE-- WE ARE UNABLE TO
 PV0098'DETERMINE WHAT THE MARK IS ACTUALLY SET IN.  THE ORIGINAL
 PV0098'DESCRIPTION STATES THAT IT IS IN THE WINDOW SILL OF THE BUILDING.
 PV0098'IT APPEARS THAT THE LOWER PORTION OF THE WINDOW HAS BEEN SEALED
 PV0098'AND I ASSUME THAT THE MARKS HAS NOT BEEN DISTURBED BUT IS STILL
 PV0098'IN THE SAME WINDOW LEDGE.  THE PRESENT SIDEWALK IS SLIGHTLY ABOVE
 PV0098'THE BOTTOM OF THE ORIGINAL WINDOW.
 PV0098
 PV0098                          STATION RECOVERY (1979)
 PV0098
 PV0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0098'MARK NOT FOUND.
 PV0098
 PV0098                          STATION RECOVERY (1985)
 PV0098
 PV0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0284 ***********************************************************************
 MQ0284  DESIGNATION -  F 71
 MQ0284  PID         -  MQ0284
 MQ0284  STATE/COUNTY-  WY/SWEETWATER
 MQ0284  USGS QUAD   -  SEVENMILE GULCH (1980)
 MQ0284
 MQ0284                         *CURRENT SURVEY CONTROL
 MQ0284  ___________________________________________________________________
 MQ0284* NAD 83(1986)-  41 39 55.     (N)    109 57 19.     (W)     SCALED    
 MQ0284* NAVD 88     -      1951.360  (meters)    6402.09   (feet)  ADJUSTED  
 MQ0284  ___________________________________________________________________
 MQ0284  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 MQ0284  DYNAMIC HT  -        1949.694 (meters)    6396.62  (feet)  COMP
 MQ0284  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 MQ0284
 MQ0284  VERT ORDER  -  SECOND    CLASS 0
 MQ0284
 MQ0284.The horizontal coordinates were scaled from a topographic map and have
 MQ0284.an estimated accuracy of +/- 6 seconds.
 MQ0284
 MQ0284.The orthometric height was determined by differential leveling
 MQ0284.and adjusted by the National Geodetic Survey in June 1991..
 MQ0284
 MQ0284.The geoid height was determined by GEOID03.
 MQ0284
 MQ0284.The dynamic height is computed by dividing the NAVD 88
 MQ0284.geopotential number by the normal gravity value computed on the
 MQ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0284.degrees latitude (g = 980.6199 gals.).
 MQ0284
 MQ0284.The modeled gravity was interpolated from observed gravity values.
 MQ0284
 MQ0284;                    North         East    Units  Estimated Accuracy
 MQ0284;SPC WYWC     -   130,100.      499,630.      MT  (+/- 180 meters Scaled)
 MQ0284
 MQ0284                          SUPERSEDED SURVEY CONTROL
 MQ0284
 MQ0284  NGVD 29 (??/??/92) 1950.050  (m)         6397.79   (f) ADJ UNCH    2 0
 MQ0284
 MQ0284.Superseded values are not recommended for survey control.
 MQ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0284.See file dsdata.txt to determine how the superseded data were derived.
 MQ0284
 MQ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM869131(NAD 83)
 MQ0284_MARKER: DB = BENCH MARK DISK
 MQ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0284_STAMPING: F 71 1934
 MQ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0284+STABILITY: SURFACE MOTION
 MQ0284
 MQ0284  HISTORY     - Date     Condition        Report By
 MQ0284  HISTORY     - 1934     MONUMENTED       CGS
 MQ0284
 MQ0284                          STATION DESCRIPTION
 MQ0284
 MQ0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0284'6.1 MI NE FROM GRANGER.
 MQ0284'ABOUT 6.1 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0284'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT
 MQ0284'3.9 MILES NORTHEAST OF THE JUNCTION WITH U.S. HIGHWAY 30 N, ABOUT 0.6
 MQ0284'MILE EAST OF A PROMINENT SANDSTONE BUTTE, NEAR THE TOP OF A LONG GRADE
 MQ0284'FALLING TO THE EAST FOR ABOUT 0.8 MILE, ABOUT 60 FEET EAST OF THE
 MQ0284'SUMMIT OF A STEEP GRADE FALLING WEST TO A WIDE ALKALI FLAT, AND 25
 MQ0284'FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED F
 MQ0284'71 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0077 ***********************************************************************
 MR0077  DESIGNATION -  F 73
 MR0077  PID         -  MR0077
 MR0077  STATE/COUNTY-  WY/UINTA
 MR0077  USGS QUAD   -  MOUNTAIN VIEW (1980)
 MR0077
 MR0077                         *CURRENT SURVEY CONTROL
 MR0077  ___________________________________________________________________
 MR0077* NAD 83(1986)-  41 21 40.     (N)    110 17 53.     (W)     SCALED    
 MR0077* NAVD 88     -      1985.577  (meters)    6514.35   (feet)  ADJUSTED  
 MR0077  ___________________________________________________________________
 MR0077  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 MR0077  DYNAMIC HT  -        1983.817 (meters)    6508.57  (feet)  COMP
 MR0077  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 MR0077
 MR0077  VERT ORDER  -  SECOND    CLASS 0
 MR0077
 MR0077.The horizontal coordinates were scaled from a topographic map and have
 MR0077.an estimated accuracy of +/- 6 seconds.
 MR0077
 MR0077.The orthometric height was determined by differential leveling
 MR0077.and adjusted by the National Geodetic Survey in June 1991..
 MR0077
 MR0077.The geoid height was determined by GEOID03.
 MR0077
 MR0077.The dynamic height is computed by dividing the NAVD 88
 MR0077.geopotential number by the normal gravity value computed on the
 MR0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0077.degrees latitude (g = 980.6199 gals.).
 MR0077
 MR0077.The modeled gravity was interpolated from observed gravity values.
 MR0077
 MR0077;                    North         East    Units  Estimated Accuracy
 MR0077;SPC WY W     -   195,650.      782,030.      MT  (+/- 180 meters Scaled)
 MR0077
 MR0077                          SUPERSEDED SURVEY CONTROL
 MR0077
 MR0077  NGVD 29 (??/??/92) 1984.248  (m)         6509.99   (f) ADJ UNCH    2 0
 MR0077
 MR0077.Superseded values are not recommended for survey control.
 MR0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0077.See file dsdata.txt to determine how the superseded data were derived.
 MR0077
 MR0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL587790(NAD 83)
 MR0077_MARKER: DB = BENCH MARK DISK
 MR0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0077_SP_SET: ABUTMENT
 MR0077_STAMPING: F 73 1934
 MR0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0077
 MR0077  HISTORY     - Date     Condition        Report By
 MR0077  HISTORY     - 1934     MONUMENTED       CGS
 MR0077
 MR0077                          STATION DESCRIPTION
 MR0077
 MR0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0077'2.5 MI NW FROM LYMAN.
 MR0077'2.5 MILES NORTHWEST ALONG THE ROAD LEADING TO CARTER FROM THE HIGH
 MR0077'SCHOOL AT LYMAN, UINTA COUNTY, AT THE STEEL BRIDGE OVER BLACKFORK
 MR0077'RIVER, AND IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT.  A
 MR0077'STANDARD DISK, STAMPED F 73 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0304 ***********************************************************************
 MP0304  DESIGNATION -  F 74
 MP0304  PID         -  MP0304
 MP0304  STATE/COUNTY-  WY/CARBON
 MP0304  USGS QUAD   -  COTTONWOOD RIM (1983)
 MP0304
 MP0304                         *CURRENT SURVEY CONTROL
 MP0304  ___________________________________________________________________
 MP0304* NAD 83(1986)-  41 07 06.     (N)    107 09 26.     (W)     SCALED    
 MP0304* NAVD 88     -      2539.985  (meters)    8333.27   (feet)  ADJUSTED  
 MP0304  ___________________________________________________________________
 MP0304  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 MP0304  DYNAMIC HT  -        2537.568 (meters)    8325.34  (feet)  COMP
 MP0304  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 MP0304
 MP0304  VERT ORDER  -  SECOND    CLASS 0
 MP0304
 MP0304.The horizontal coordinates were scaled from a topographic map and have
 MP0304.an estimated accuracy of +/- 6 seconds.
 MP0304
 MP0304.The orthometric height was determined by differential leveling
 MP0304.and adjusted by the National Geodetic Survey in June 1991..
 MP0304
 MP0304.The geoid height was determined by GEOID03.
 MP0304
 MP0304.The dynamic height is computed by dividing the NAVD 88
 MP0304.geopotential number by the normal gravity value computed on the
 MP0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0304.degrees latitude (g = 980.6199 gals.).
 MP0304
 MP0304.The modeled gravity was interpolated from observed gravity values.
 MP0304
 MP0304;                    North         East    Units  Estimated Accuracy
 MP0304;SPC WYEC     -   168,680.      414,790.      MT  (+/- 180 meters Scaled)
 MP0304
 MP0304                          SUPERSEDED SURVEY CONTROL
 MP0304
 MP0304  NGVD 29 (??/??/92) 2538.709  (m)         8329.08   (f) ADJ UNCH    2 0
 MP0304
 MP0304.Superseded values are not recommended for survey control.
 MP0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0304.See file dsdata.txt to determine how the superseded data were derived.
 MP0304
 MP0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF188541(NAD 83)
 MP0304_MARKER: DB = BENCH MARK DISK
 MP0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0304_STAMPING: F 74 1934
 MP0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0304+STABILITY: SURFACE MOTION
 MP0304
 MP0304  HISTORY     - Date     Condition        Report By
 MP0304  HISTORY     - 1934     MONUMENTED       CGS
 MP0304
 MP0304                          STATION DESCRIPTION
 MP0304
 MP0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0304'17.8 MI E FROM SLATER, CO.
 MP0304'IN CARBON COUNTY, WYOMING, 17.8 MILES EAST ALONG THE ENCAMPMENT ROAD
 MP0304'FROM SLATER, MOFFAT COUNTY, COLORADO, 1.0 MILE EAST OF THE SANDSTONE
 MP0304'RANGER STATION, 60 FEET SOUTHEAST OF THE SMALL V AT THE JUNCTION OF A
 MP0304'ROAD LEADING TO RAWLINS, AND 25 FEET SOUTHEAST OF THE CENTERLINE OF
 MP0304'THE SLATER-ENCAMPMENT ROAD.  A STANDARD DISK, STAMPED F 74 1934 AND
 MP0304'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0222 ***********************************************************************
 MP0222  DESIGNATION -  F 76
 MP0222  PID         -  MP0222
 MP0222  STATE/COUNTY-  WY/CARBON
 MP0222  USGS QUAD   -  MEADS (1982)
 MP0222
 MP0222                         *CURRENT SURVEY CONTROL
 MP0222  ___________________________________________________________________
 MP0222* NAD 83(1986)-  41 42 52.     (N)    106 46 43.     (W)     SCALED    
 MP0222* NAVD 88     -      2037.329  (meters)    6684.14   (feet)  ADJUSTED  
 MP0222  ___________________________________________________________________
 MP0222  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 MP0222  DYNAMIC HT  -        2035.548 (meters)    6678.29  (feet)  COMP
 MP0222  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 MP0222
 MP0222  VERT ORDER  -  SECOND    CLASS 0
 MP0222
 MP0222.The horizontal coordinates were scaled from a topographic map and have
 MP0222.an estimated accuracy of +/- 6 seconds.
 MP0222
 MP0222.The orthometric height was determined by differential leveling
 MP0222.and adjusted by the National Geodetic Survey in June 1991..
 MP0222
 MP0222.The geoid height was determined by GEOID03.
 MP0222
 MP0222.The dynamic height is computed by dividing the NAVD 88
 MP0222.geopotential number by the normal gravity value computed on the
 MP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0222.degrees latitude (g = 980.6199 gals.).
 MP0222
 MP0222.The modeled gravity was interpolated from observed gravity values.
 MP0222
 MP0222;                    North         East    Units  Estimated Accuracy
 MP0222;SPC WYEC     -   235,010.      446,160.      MT  (+/- 180 meters Scaled)
 MP0222
 MP0222                          SUPERSEDED SURVEY CONTROL
 MP0222
 MP0222  NGVD 29 (??/??/92) 2036.135  (m)         6680.22   (f) ADJ UNCH    2 0
 MP0222
 MP0222.Superseded values are not recommended for survey control.
 MP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0222.See file dsdata.txt to determine how the superseded data were derived.
 MP0222
 MP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG520196(NAD 83)
 MP0222_MARKER: DB = BENCH MARK DISK
 MP0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0222_STAMPING: F 76 1934
 MP0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0222+STABILITY: SURFACE MOTION
 MP0222
 MP0222  HISTORY     - Date     Condition        Report By
 MP0222  HISTORY     - 1934     MONUMENTED       CGS
 MP0222
 MP0222                          STATION DESCRIPTION
 MP0222
 MP0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0222'4.9 MI S FROM WALCOTT.
 MP0222'4.9 MILES SOUTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD FROM
 MP0222'WALCOTT, 72 FEET NORTH OF MILEPOST 5, ABOUT 420 FEET SOUTH OF A PIPE
 MP0222'CULVERT, 138 FEET SOUTHEAST OF THE CROSSING OF A TELEPHONE LINE, 75
 MP0222'FEET NORTHEAST OF A SMALL RAVINE, AND 29 FEET NORTHEAST OF THE
 MP0222'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 76 1934 AND SET
 MP0222'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0557 ***********************************************************************
 MO0557  DESIGNATION -  F 77
 MO0557  PID         -  MO0557
 MO0557  STATE/COUNTY-  WY/ALBANY
 MO0557  USGS QUAD   -  DALE CREEK (1987)
 MO0557
 MO0557                         *CURRENT SURVEY CONTROL
 MO0557  ___________________________________________________________________
 MO0557* NAD 83(1986)-  41 05 04.     (N)    105 29 26.     (W)     SCALED    
 MO0557* NAVD 88     -      2395.250  (meters)    7858.42   (feet)  ADJUSTED  
 MO0557  ___________________________________________________________________
 MO0557  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 MO0557  DYNAMIC HT  -        2393.051 (meters)    7851.20  (feet)  COMP
 MO0557  MODELED GRAV-     979,617.9   (mgal)                       NAVD 88
 MO0557
 MO0557  VERT ORDER  -  FIRST     CLASS II
 MO0557
 MO0557.The horizontal coordinates were scaled from a topographic map and have
 MO0557.an estimated accuracy of +/- 6 seconds.
 MO0557
 MO0557.The orthometric height was determined by differential leveling
 MO0557.and adjusted by the National Geodetic Survey in June 1991..
 MO0557
 MO0557.The geoid height was determined by GEOID03.
 MO0557
 MO0557.The dynamic height is computed by dividing the NAVD 88
 MO0557.geopotential number by the normal gravity value computed on the
 MO0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0557.degrees latitude (g = 980.6199 gals.).
 MO0557
 MO0557.The modeled gravity was interpolated from observed gravity values.
 MO0557
 MO0557;                    North         East    Units  Estimated Accuracy
 MO0557;SPC WY E     -    64,950.      172,790.      MT  (+/- 180 meters Scaled)
 MO0557
 MO0557                          SUPERSEDED SURVEY CONTROL
 MO0557
 MO0557  NGVD 29 (06/08/92) 2394.142  (m)         7854.78   (f) ADJUSTED    1 2
 MO0557
 MO0557.Superseded values are not recommended for survey control.
 MO0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0557.See file dsdata.txt to determine how the superseded data were derived.
 MO0557
 MO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF587482(NAD 83)
 MO0557_MARKER: DB = BENCH MARK DISK
 MO0557_SETTING: 66 = SET IN ROCK OUTCROP
 MO0557_SP_SET: GRANITE OUTCROP
 MO0557_STAMPING: F 77 1934
 MO0557_MARK LOGO: CGS   
 MO0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0557+STABILITY: POSITION/ELEVATION WELL
 MO0557
 MO0557  HISTORY     - Date     Condition        Report By
 MO0557  HISTORY     - 1934     MONUMENTED       CGS
 MO0557  HISTORY     - 1956     GOOD             NGS
 MO0557  HISTORY     - 1983     GOOD             NGS
 MO0557
 MO0557                          STATION DESCRIPTION
 MO0557
 MO0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0557'AT HERMOSA.
 MO0557'AT HERMOSA, 180 YARDS WEST OF THE UNION PACIFIC RAILROAD STATION
 MO0557'SIGN, 419.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 MO0557'TRACK, 65 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD,
 MO0557'2 FEET ABOVE THE GROUND, SET IN THE TOP OF A GRANITE OUTCROP, ON
 MO0557'THE SOUTHEAST SLOPE OF THE OUTCROP, IN SECTION 20, TOWNSHIP 13
 MO0557'NORTH, RANGE 72 WEST.
 MO0557
 MO0557                          STATION RECOVERY (1983)
 MO0557
 MO0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0557'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.5 KM
 MO0557'(0.95 MI) NORTHEAST ALONG A DIRT ROAD FROM THE POST OFFICE IN TIE
 MO0557'SIDING.  ADD 0.5 METER (1.6 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0133 ***********************************************************************
 OX0133  DESIGNATION -  F 78
 OX0133  PID         -  OX0133
 OX0133  STATE/COUNTY-  WY/LINCOLN
 OX0133  USGS QUAD   -  CAMP DAVIS (1996)
 OX0133
 OX0133                         *CURRENT SURVEY CONTROL
 OX0133  ___________________________________________________________________
 OX0133* NAD 83(1986)-  43 18 26.     (N)    110 44 42.     (W)     SCALED    
 OX0133* NAVD 88     -      1808.855  (meters)    5934.55   (feet)  ADJUSTED  
 OX0133  ___________________________________________________________________
 OX0133  GEOID HEIGHT-         -10.14  (meters)                     GEOID03
 OX0133  DYNAMIC HT  -        1807.628 (meters)    5930.53  (feet)  COMP
 OX0133  MODELED GRAV-     979,877.7   (mgal)                       NAVD 88
 OX0133
 OX0133  VERT ORDER  -  SECOND    CLASS 0
 OX0133
 OX0133.The horizontal coordinates were scaled from a topographic map and have
 OX0133.an estimated accuracy of +/- 6 seconds.
 OX0133
 OX0133.The orthometric height was determined by differential leveling
 OX0133.and adjusted by the National Geodetic Survey in June 1991..
 OX0133
 OX0133.The geoid height was determined by GEOID03.
 OX0133
 OX0133.The dynamic height is computed by dividing the NAVD 88
 OX0133.geopotential number by the normal gravity value computed on the
 OX0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0133.degrees latitude (g = 980.6199 gals.).
 OX0133
 OX0133.The modeled gravity was interpolated from observed gravity values.
 OX0133
 OX0133;                    North         East    Units  Estimated Accuracy
 OX0133;SPC WY W     -   412,000.      746,320.      MT  (+/- 180 meters Scaled)
 OX0133
 OX0133                          SUPERSEDED SURVEY CONTROL
 OX0133
 OX0133  NGVD 29 (??/??/92) 1807.576  (m)         5930.36   (f) ADJ UNCH    2 0
 OX0133
 OX0133.Superseded values are not recommended for survey control.
 OX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0133.See file dsdata.txt to determine how the superseded data were derived.
 OX0133
 OX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN206949(NAD 83)
 OX0133_MARKER: DB = BENCH MARK DISK
 OX0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0133_STAMPING: F 78 1948
 OX0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0133+STABILITY: SURFACE MOTION
 OX0133
 OX0133  HISTORY     - Date     Condition        Report By
 OX0133  HISTORY     - 1948     MONUMENTED       CGS
 OX0133  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0133
 OX0133                          STATION DESCRIPTION
 OX0133
 OX0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0133'1.5 MI SW FROM MOUTH OF HOBACK RIVER.
 OX0133'1.5 MILES SOUTHWEST ALONG THE GRAND CANYON ROAD FROM THE MOUTH OF THE
 OX0133'HOBACK RIVER, 0.1 MILE WEST OF A NORTHWEST FENCE LINE, ON AN OPEN
 OX0133'FLAT, 45.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP
 OX0133'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 OX0133
 OX0133                          STATION RECOVERY (1965)
 OX0133
 OX0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0674 ***********************************************************************
 MO0674  DESIGNATION -  F 79
 MO0674  PID         -  MO0674
 MO0674  STATE/COUNTY-  WY/ALBANY
 MO0674  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0674
 MO0674                         *CURRENT SURVEY CONTROL
 MO0674  ___________________________________________________________________
 MO0674* NAD 83(1986)-  41 03 06.     (N)    105 53 05.     (W)     SCALED    
 MO0674* NAVD 88     -      2289.202  (meters)    7510.49   (feet)  ADJUSTED  
 MO0674  ___________________________________________________________________
 MO0674  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 MO0674  DYNAMIC HT  -        2287.071 (meters)    7503.50  (feet)  COMP
 MO0674  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 MO0674
 MO0674  VERT ORDER  -  SECOND    CLASS 0
 MO0674
 MO0674.The horizontal coordinates were scaled from a topographic map and have
 MO0674.an estimated accuracy of +/- 6 seconds.
 MO0674
 MO0674.The orthometric height was determined by differential leveling
 MO0674.and adjusted by the National Geodetic Survey in June 1991..
 MO0674
 MO0674.The geoid height was determined by GEOID03.
 MO0674
 MO0674.The dynamic height is computed by dividing the NAVD 88
 MO0674.geopotential number by the normal gravity value computed on the
 MO0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0674.degrees latitude (g = 980.6199 gals.).
 MO0674
 MO0674.The modeled gravity was interpolated from observed gravity values.
 MO0674
 MO0674;                    North         East    Units  Estimated Accuracy
 MO0674;SPC WY E     -    61,510.      139,640.      MT  (+/- 180 meters Scaled)
 MO0674
 MO0674                          SUPERSEDED SURVEY CONTROL
 MO0674
 MO0674  NGVD 29 (??/??/92) 2288.027  (m)         7506.64   (f) ADJ UNCH    2 0
 MO0674
 MO0674.Superseded values are not recommended for survey control.
 MO0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0674.See file dsdata.txt to determine how the superseded data were derived.
 MO0674
 MO0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF256448(NAD 83)
 MO0674_MARKER: DB = BENCH MARK DISK
 MO0674_SETTING: 66 = SET IN ROCK OUTCROP
 MO0674_SP_SET: SANDSTONE ROCK
 MO0674_STAMPING: F 79 1951
 MO0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0674+STABILITY: POSITION/ELEVATION WELL
 MO0674
 MO0674  HISTORY     - Date     Condition        Report By
 MO0674  HISTORY     - 1951     MONUMENTED       CGS
 MO0674
 MO0674                          STATION DESCRIPTION
 MO0674
 MO0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0674'15.9 MI SE FROM WOODS LANDING.
 MO0674'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0674'RIVER BRIDGE AT WOODS LANDING, THENCE 7.7 MILES NORTHEAST ALONG
 MO0674'A WINDING GRAVELED ROAD, AT THE FOOT OF A SMALL ROCKY KNOLL,
 MO0674'172 FEET WEST OF A SMALL WOODEN CULVERT, 37 FEET NORTHWEST OF
 MO0674'THE CENTER LINE OF THE ROAD, FLUSH WITH THE GROUND, SET IN
 MO0674'THE TOP OF A SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0279 ***********************************************************************
 PV0279  DESIGNATION -  F 8
 PV0279  PID         -  PV0279
 PV0279  STATE/COUNTY-  WY/CAMPBELL
 PV0279  USGS QUAD   -  ORIVA (1971)
 PV0279
 PV0279                         *CURRENT SURVEY CONTROL
 PV0279  ___________________________________________________________________
 PV0279* NAD 83(1986)-  44 19 04.     (N)    105 40 42.     (W)     SCALED    
 PV0279* NAVD 88     -      1415.276  (meters)    4643.28   (feet)  POSTED    
 PV0279  ___________________________________________________________________
 PV0279  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 PV0279  DYNAMIC HT  -        1414.680 (meters)    4641.33  (feet)  COMP
 PV0279  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 PV0279
 PV0279  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0279
 PV0279.The horizontal coordinates were scaled from a topographic map and have
 PV0279.an estimated accuracy of +/- 6 seconds.
 PV0279
 PV0279.The orthometric height was determined by differential leveling
 PV0279.and adjusted by the National Geodetic Survey in 1992..
 PV0279.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0279.rate of 0.0 thru 1.0 mm/km.
 PV0279
 PV0279.The geoid height was determined by GEOID03.
 PV0279
 PV0279.The dynamic height is computed by dividing the NAVD 88
 PV0279.geopotential number by the normal gravity value computed on the
 PV0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0279.degrees latitude (g = 980.6199 gals.).
 PV0279
 PV0279.The modeled gravity was interpolated from observed gravity values.
 PV0279
 PV0279;                    North         East    Units  Estimated Accuracy
 PV0279;SPC WY E     -   424,180.      159,180.      MT  (+/- 180 meters Scaled)
 PV0279
 PV0279                          SUPERSEDED SURVEY CONTROL
 PV0279
 PV0279.No superseded survey control is available for this station.
 PV0279
 PV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK459073(NAD 83)
 PV0279_MARKER: P = PIPE CAP
 PV0279_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0279_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PV0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0279
 PV0279  HISTORY     - Date     Condition        Report By
 PV0279  HISTORY     - 1908     MONUMENTED       CGS
 PV0279  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0279
 PV0279                          STATION DESCRIPTION
 PV0279
 PV0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0279'AT ORIVA.
 PV0279'AT ORIVA, CROOK COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 PV0279'RR, 88 YARDS NW OF THE STATION, AND 34 YARDS NE OF THE CENTERLINE
 PV0279'OF THE MAIN TRACK, AND JUST INSIDE OF THE RIGHT-OF-WAY NEAR
 PV0279'THE SNOW FENCE.  A STANDARD CAP, FASTENED ON THE TOP OF A 3-INCH
 PV0279'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0078 ***********************************************************************
 MO0078  DESIGNATION -  F 80
 MO0078  PID         -  MO0078
 MO0078  STATE/COUNTY-  WY/LARAMIE
 MO0078  USGS QUAD   -  PINE BLUFFS (1992)
 MO0078
 MO0078                         *CURRENT SURVEY CONTROL
 MO0078  ___________________________________________________________________
 MO0078* NAD 83(1986)-  41 09 03.     (N)    104 03 47.     (W)     SCALED    
 MO0078* NAVD 88     -      1626.075  (meters)    5334.88   (feet)  ADJUSTED  
 MO0078  ___________________________________________________________________
 MO0078  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 MO0078  DYNAMIC HT  -        1624.804 (meters)    5330.71  (feet)  COMP
 MO0078  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 MO0078
 MO0078  VERT ORDER  -  SECOND    CLASS 0
 MO0078
 MO0078.The horizontal coordinates were scaled from a topographic map and have
 MO0078.an estimated accuracy of +/- 6 seconds.
 MO0078
 MO0078.The orthometric height was determined by differential leveling
 MO0078.and adjusted by the National Geodetic Survey in June 1991..
 MO0078
 MO0078.The geoid height was determined by GEOID03.
 MO0078
 MO0078.The dynamic height is computed by dividing the NAVD 88
 MO0078.geopotential number by the normal gravity value computed on the
 MO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0078.degrees latitude (g = 980.6199 gals.).
 MO0078
 MO0078.The modeled gravity was interpolated from observed gravity values.
 MO0078
 MO0078;                    North         East    Units  Estimated Accuracy
 MO0078;SPC WY E     -    72,860.      292,640.      MT  (+/- 180 meters Scaled)
 MO0078
 MO0078                          SUPERSEDED SURVEY CONTROL
 MO0078
 MO0078  NGVD 29 (??/??/92) 1625.246  (m)         5332.16   (f) ADJ UNCH    2 0
 MO0078
 MO0078.Superseded values are not recommended for survey control.
 MO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0078.See file dsdata.txt to determine how the superseded data were derived.
 MO0078
 MO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF786559(NAD 83)
 MO0078_MARKER: DB = BENCH MARK DISK
 MO0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0078_STAMPING: F 80 1952
 MO0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0078+STABILITY: SURFACE MOTION
 MO0078
 MO0078  HISTORY     - Date     Condition        Report By
 MO0078  HISTORY     - 1952     MONUMENTED       CGS
 MO0078
 MO0078                          STATION DESCRIPTION
 MO0078
 MO0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0078'2.8 MI SE FROM PINE BLUFFS.
 MO0078'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 MO0078'RAILROAD STATION AT PINE BLUFFS, THENCE 2.4 MILES SOUTH ALONG
 MO0078'A GRAVELED ROAD, 42 FEET EAST OF THE CENTER LINE OF A GRAVELED
 MO0078'ROAD, 15 FEET SOUTHWEST OF A POWER POLE, 3.3 FEET WEST OF A
 MO0078'FENCE, 2.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MO0078'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0108 ***********************************************************************
 MO0108  DESIGNATION -  F 81
 MO0108  PID         -  MO0108
 MO0108  STATE/COUNTY-  WY/LARAMIE
 MO0108  USGS QUAD   -  CARPENTER (1991)
 MO0108
 MO0108                         *CURRENT SURVEY CONTROL
 MO0108  ___________________________________________________________________
 MO0108* NAD 83(1986)-  41 05 33.     (N)    104 20 59.     (W)     SCALED    
 MO0108* NAVD 88     -      1666.233  (meters)    5466.63   (feet)  ADJUSTED  
 MO0108  ___________________________________________________________________
 MO0108  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 MO0108  DYNAMIC HT  -        1664.860 (meters)    5462.13  (feet)  COMP
 MO0108  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 MO0108
 MO0108  VERT ORDER  -  SECOND    CLASS 0
 MO0108
 MO0108.The horizontal coordinates were scaled from a topographic map and have
 MO0108.an estimated accuracy of +/- 6 seconds.
 MO0108
 MO0108.The orthometric height was determined by differential leveling
 MO0108.and adjusted by the National Geodetic Survey in June 1991..
 MO0108
 MO0108.The geoid height was determined by GEOID03.
 MO0108
 MO0108.The dynamic height is computed by dividing the NAVD 88
 MO0108.geopotential number by the normal gravity value computed on the
 MO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0108.degrees latitude (g = 980.6199 gals.).
 MO0108
 MO0108.The modeled gravity was interpolated from observed gravity values.
 MO0108
 MO0108;                    North         East    Units  Estimated Accuracy
 MO0108;SPC WY E     -    66,120.      268,630.      MT  (+/- 180 meters Scaled)
 MO0108
 MO0108                          SUPERSEDED SURVEY CONTROL
 MO0108
 MO0108  NGVD 29 (??/??/92) 1665.330  (m)         5463.67   (f) ADJ UNCH    2 0
 MO0108
 MO0108.Superseded values are not recommended for survey control.
 MO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0108.See file dsdata.txt to determine how the superseded data were derived.
 MO0108
 MO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF546492(NAD 83)
 MO0108_MARKER: DB = BENCH MARK DISK
 MO0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0108_STAMPING: F 81 1952
 MO0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0108+STABILITY: SURFACE MOTION
 MO0108
 MO0108  HISTORY     - Date     Condition        Report By
 MO0108  HISTORY     - 1952     MONUMENTED       CGS
 MO0108
 MO0108                          STATION DESCRIPTION
 MO0108
 MO0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0108'4.1 MI N FROM CARPENTER.
 MO0108'0.9 MILE NORTHEAST ALONG STATE SECONDARY ROAD 179 FROM THE
 MO0108'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT CARPENTER,
 MO0108'THENCE 3.2 MILES NORTH ALONG STATE SECONDARY ROAD 179, 198 FEET
 MO0108'EAST OF THE CENTER LINE OF THE ROAD, 116.5 FEET NORTH OF A FENCE,
 MO0108'89.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE,
 MO0108'6 FEET EAST OF A POWER POLE, SET IN THE TOP OF A CONCRETE
 MO0108'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0067 ***********************************************************************
 PX0067  DESIGNATION -  F 83
 PX0067  PID         -  PX0067
 PX0067  STATE/COUNTY-  WY/PARK
 PX0067  USGS QUAD   -  LITTLE BUFFALO BASIN (1985)
 PX0067
 PX0067                         *CURRENT SURVEY CONTROL
 PX0067  ___________________________________________________________________
 PX0067* NAD 83(1986)-  44 06 35.     (N)    108 47 13.     (W)     SCALED    
 PX0067* NAVD 88     -      1852.755  (meters)    6078.58   (feet)  ADJUSTED  
 PX0067  ___________________________________________________________________
 PX0067  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 PX0067  DYNAMIC HT  -        1851.668 (meters)    6075.01  (feet)  COMP
 PX0067  MODELED GRAV-     979,965.7   (mgal)                       NAVD 88
 PX0067
 PX0067  VERT ORDER  -  SECOND    CLASS 0
 PX0067
 PX0067.The horizontal coordinates were scaled from a topographic map and have
 PX0067.an estimated accuracy of +/- 6 seconds.
 PX0067
 PX0067.The orthometric height was determined by differential leveling
 PX0067.and adjusted by the National Geodetic Survey in June 1991..
 PX0067
 PX0067.The geoid height was determined by GEOID03.
 PX0067
 PX0067.The dynamic height is computed by dividing the NAVD 88
 PX0067.geopotential number by the normal gravity value computed on the
 PX0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0067.degrees latitude (g = 980.6199 gals.).
 PX0067
 PX0067.The modeled gravity was interpolated from observed gravity values.
 PX0067
 PX0067;                    North         East    Units  Estimated Accuracy
 PX0067;SPC WYWC     -   400,940.      597,040.      MT  (+/- 180 meters Scaled)
 PX0067
 PX0067                          SUPERSEDED SURVEY CONTROL
 PX0067
 PX0067  NGVD 29 (??/??/92) 1851.661  (m)         6074.99   (f) ADJ UNCH    2 0
 PX0067
 PX0067.Superseded values are not recommended for survey control.
 PX0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0067.See file dsdata.txt to determine how the superseded data were derived.
 PX0067
 PX0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP771864(NAD 83)
 PX0067_MARKER: DB = BENCH MARK DISK
 PX0067_SETTING: 80 = SET IN A BOULDER
 PX0067_STAMPING: F 83 1934
 PX0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0067+STABILITY: SURFACE MOTION
 PX0067
 PX0067  HISTORY     - Date     Condition        Report By
 PX0067  HISTORY     - 1934     MONUMENTED       CGS
 PX0067  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0067
 PX0067                          STATION DESCRIPTION
 PX0067
 PX0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0067'5.6 MI SE FROM MEETEETSE.
 PX0067'ABOUT 5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0067'AT MEETEETSE, PARK COUNTY, THENCE ABOUT 0.5 MILE NORTHWEST ALONG THE
 PX0067'OLD HIGHWAY.  AT AN IRON PIPE CULVERT, 45 FEET NORTH OF THE CENTER
 PX0067'LINE OF THE HIGHWAY, 27 FEET NORTHEAST OF THE NEAR EDGE OF AN
 PX0067'IRRIGATION DITCH, AND IN THE TOP OF A LARGE SANDSTONE BOULDER.  A
 PX0067'STANDARD DISK, STAMPED F 83 1934.
 PX0067
 PX0067                          STATION RECOVERY (1979)
 PX0067
 PX0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0317 ***********************************************************************
 PV0317  DESIGNATION -  F 86
 PV0317  PID         -  PV0317
 PV0317  STATE/COUNTY-  WY/CAMPBELL
 PV0317  USGS QUAD   -  BLACK DRAW (1971)
 PV0317
 PV0317                         *CURRENT SURVEY CONTROL
 PV0317  ___________________________________________________________________
 PV0317* NAD 83(1986)-  44 59 53.     (N)    105 54 01.     (W)     SCALED    
 PV0317* NAVD 88     -      1074.580  (meters)    3525.52   (feet)  ADJUSTED  
 PV0317  ___________________________________________________________________
 PV0317  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 PV0317  DYNAMIC HT  -        1074.259 (meters)    3524.46  (feet)  COMP
 PV0317  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 PV0317  OBS GRAVITY -     980,285.0   (mgal)                       GRAV_OBS
 PV0317
 PV0317  VERT ORDER  -  SECOND    CLASS 0
 PV0317
 PV0317.The horizontal coordinates were scaled from a topographic map and have
 PV0317.an estimated accuracy of +/- 6 seconds.
 PV0317
 PV0317.The orthometric height was determined by differential leveling
 PV0317.and adjusted by the National Geodetic Survey in June 1991..
 PV0317
 PV0317.The geoid height was determined by GEOID03.
 PV0317
 PV0317.The dynamic height is computed by dividing the NAVD 88
 PV0317.geopotential number by the normal gravity value computed on the
 PV0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0317.degrees latitude (g = 980.6199 gals.).
 PV0317
 PV0317.The modeled gravity was interpolated from observed gravity values.
 PV0317.The observed gravity was obtained from relative gravimeter ties
 PV0317.to the IGSN71 gravity network.
 PV0317
 PV0317;                    North         East    Units  Estimated Accuracy
 PV0317;SPC WY E     -   499,910.      142,160.      MT  (+/- 180 meters Scaled)
 PV0317
 PV0317                          SUPERSEDED SURVEY CONTROL
 PV0317
 PV0317  NGVD 29 (??/??/92) 1073.938  (m)         3523.41   (f) ADJ UNCH    2 0
 PV0317
 PV0317.Superseded values are not recommended for survey control.
 PV0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0317.See file dsdata.txt to determine how the superseded data were derived.
 PV0317
 PV0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK290831(NAD 83)
 PV0317_MARKER: DB = BENCH MARK DISK
 PV0317_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PV0317_SP_SET: UNSPECIFIED ROCK
 PV0317_STAMPING: F 86 1934
 PV0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0317
 PV0317  HISTORY     - Date     Condition        Report By
 PV0317  HISTORY     - 1934     MONUMENTED       CGS
 PV0317  HISTORY     - 1953     GOOD             NGS
 PV0317
 PV0317                          STATION DESCRIPTION
 PV0317
 PV0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0317'6.7 MI SW FROM MOOREHEAD.
 PV0317'IN CAMPELL COUNTY, WYOMING, 6.7 MILES SOUTHWEST ALONG THE
 PV0317'COUNTY ROAD LEADING TO ARVADA FRO THE POST OFFICE AT MOOHEAD,
 PV0317'POWDER RIVER COUNTY, MONTANA, 0.2 MILE SOUTH OF THE
 PV0317'MONTANA-WYOMING STATE LINE, AT THE TOP OF A HILL, 29.1 FEET
 PV0317'EAST OF THE CENTERLINE OF THE ROAD, 16.7 FEET NORTHWEST OF A
 PV0317'4-INCH-PINE TREE, IN THE TOP OF A LARGE LIMESTONE ROCK, AND
 PV0317'2-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 PV0317'F 86 1934.
 PV0317
 PV0317                          STATION RECOVERY (1953)
 PV0317
 PV0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PV0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0158 ***********************************************************************
 NQ0158  DESIGNATION -  F 87
 NQ0158  PID         -  NQ0158
 NQ0158  STATE/COUNTY-  WY/PLATTE
 NQ0158  USGS QUAD   -  WHEATLAND (1990)
 NQ0158
 NQ0158                         *CURRENT SURVEY CONTROL
 NQ0158  ___________________________________________________________________
 NQ0158* NAD 83(1986)-  42 06 02.     (N)    104 56 51.     (W)     SCALED    
 NQ0158* NAVD 88     -      1401.247  (meters)    4597.26   (feet)  ADJUSTED  
 NQ0158  ___________________________________________________________________
 NQ0158  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NQ0158  DYNAMIC HT  -        1400.348 (meters)    4594.31  (feet)  COMP
 NQ0158  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 NQ0158
 NQ0158  VERT ORDER  -  SECOND    CLASS 0
 NQ0158
 NQ0158.The horizontal coordinates were scaled from a topographic map and have
 NQ0158.an estimated accuracy of +/- 6 seconds.
 NQ0158
 NQ0158.The orthometric height was determined by differential leveling
 NQ0158.and adjusted by the National Geodetic Survey in June 1991..
 NQ0158
 NQ0158.The geoid height was determined by GEOID03.
 NQ0158
 NQ0158.The dynamic height is computed by dividing the NAVD 88
 NQ0158.geopotential number by the normal gravity value computed on the
 NQ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0158.degrees latitude (g = 980.6199 gals.).
 NQ0158
 NQ0158.The modeled gravity was interpolated from observed gravity values.
 NQ0158
 NQ0158;                    North         East    Units  Estimated Accuracy
 NQ0158;SPC WY E     -   177,770.      218,130.      MT  (+/- 180 meters Scaled)
 NQ0158
 NQ0158                          SUPERSEDED SURVEY CONTROL
 NQ0158
 NQ0158  NGVD 29 (??/??/92) 1400.46   (m)         4594.7    (f) COMPUTED    2 0
 NQ0158
 NQ0158.Superseded values are not recommended for survey control.
 NQ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0158.See file dsdata.txt to determine how the superseded data were derived.
 NQ0158
 NQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG043609(NAD 83)
 NQ0158_MARKER: DB = BENCH MARK DISK
 NQ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0158_STAMPING: F 87 1934
 NQ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0158+STABILITY: SURFACE MOTION
 NQ0158
 NQ0158  HISTORY     - Date     Condition        Report By
 NQ0158  HISTORY     - 1934     MONUMENTED       CGS
 NQ0158  HISTORY     - 1951     MARK NOT FOUND   NGS
 NQ0158
 NQ0158                          STATION DESCRIPTION
 NQ0158
 NQ0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0158'3 MI N FROM WHEATLAND.
 NQ0158'3.0 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 NQ0158'WHEATLAND, PLATTE COUNTY, 0.1 MILE NORTH OF MILEPOST 217, 126
 NQ0158'FEET NORTHEAST OF A ROAD CROSSING, 48.8 FEET EAST OF THE EAST
 NQ0158'RAIL, AND 26.7 FEET NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD
 NQ0158'DISK, STAMPED F 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NQ0158
 NQ0158                          STATION RECOVERY (1951)
 NQ0158
 NQ0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 NQ0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0403 ***********************************************************************
 MO0403  DESIGNATION -  F 88
 MO0403  PID         -  MO0403
 MO0403  STATE/COUNTY-  WY/ALBANY
 MO0403  USGS QUAD   -  SHEEP ROCK (1981)
 MO0403
 MO0403                         *CURRENT SURVEY CONTROL
 MO0403  ___________________________________________________________________
 MO0403* NAD 83(1986)-  41 43 09.     (N)    105 27 35.     (W)     SCALED    
 MO0403* NAVD 88     -      1995.535  (meters)    6547.02   (feet)  ADJUSTED  
 MO0403  ___________________________________________________________________
 MO0403  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 MO0403  DYNAMIC HT  -        1994.010 (meters)    6542.01  (feet)  COMP
 MO0403  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 MO0403
 MO0403  VERT ORDER  -  SECOND    CLASS 0
 MO0403
 MO0403.The horizontal coordinates were scaled from a topographic map and have
 MO0403.an estimated accuracy of +/- 6 seconds.
 MO0403
 MO0403.The orthometric height was determined by differential leveling
 MO0403.and adjusted by the National Geodetic Survey in June 1991..
 MO0403
 MO0403.The geoid height was determined by GEOID03.
 MO0403
 MO0403.The dynamic height is computed by dividing the NAVD 88
 MO0403.geopotential number by the normal gravity value computed on the
 MO0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0403.degrees latitude (g = 980.6199 gals.).
 MO0403
 MO0403.The modeled gravity was interpolated from observed gravity values.
 MO0403
 MO0403;                    North         East    Units  Estimated Accuracy
 MO0403;SPC WY E     -   135,430.      175,620.      MT  (+/- 180 meters Scaled)
 MO0403
 MO0403                          SUPERSEDED SURVEY CONTROL
 MO0403
 MO0403  NGVD 29 (??/??/92) 1994.59   (m)         6543.9    (f) COMPUTED    2 0
 MO0403
 MO0403.Superseded values are not recommended for survey control.
 MO0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0403.See file dsdata.txt to determine how the superseded data were derived.
 MO0403
 MO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG617186(NAD 83)
 MO0403_MARKER: DB = BENCH MARK DISK
 MO0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0403_STAMPING: F 88 1934
 MO0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0403+STABILITY: SURFACE MOTION
 MO0403
 MO0403  HISTORY     - Date     Condition        Report By
 MO0403  HISTORY     - 1934     MONUMENTED       CGS
 MO0403  HISTORY     - 1966     MARK NOT FOUND   NGS
 MO0403
 MO0403                          STATION DESCRIPTION
 MO0403
 MO0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0403'1.8 MI S FROM BOSLER.
 MO0403'1.8 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 MO0403'BOSLER, ALBANY COUNTY, THENCE 17.1 MILES NORTHEAST ALONG STATE
 MO0403'HIGHWAY 34, 2.0 MILES WEST OF A RANCH HOUSE, 50.8 FEET EAST OF
 MO0403'THE CENTERLINE OF THE HIGHWAY, 31 FEET NORTH OF THE BANK OF A
 MO0403'CREEK, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 MO0403'STAMPED F 88 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0403
 MO0403                          STATION RECOVERY (1966)
 MO0403
 MO0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MO0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0065 ***********************************************************************
 MO0065  DESIGNATION -  F 89
 MO0065  PID         -  MO0065
 MO0065  STATE/COUNTY-  WY/LARAMIE
 MO0065  USGS QUAD   -  MIDWAY (1991)
 MO0065
 MO0065                         *CURRENT SURVEY CONTROL
 MO0065  ___________________________________________________________________
 MO0065* NAD 83(1986)-  41 25 40.     (N)    104 23 00.     (W)     SCALED    
 MO0065* NAVD 88     -      1717.559  (meters)    5635.02   (feet)  ADJUSTED  
 MO0065  ___________________________________________________________________
 MO0065  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 MO0065  DYNAMIC HT  -        1716.231 (meters)    5630.67  (feet)  COMP
 MO0065  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 MO0065
 MO0065  VERT ORDER  -  SECOND    CLASS 0
 MO0065
 MO0065.The horizontal coordinates were scaled from a topographic map and have
 MO0065.an estimated accuracy of +/- 6 seconds.
 MO0065
 MO0065.The orthometric height was determined by differential leveling
 MO0065.and adjusted by the National Geodetic Survey in June 1991..
 MO0065
 MO0065.The geoid height was determined by GEOID03.
 MO0065
 MO0065.The dynamic height is computed by dividing the NAVD 88
 MO0065.geopotential number by the normal gravity value computed on the
 MO0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0065.degrees latitude (g = 980.6199 gals.).
 MO0065
 MO0065.The modeled gravity was interpolated from observed gravity values.
 MO0065
 MO0065;                    North         East    Units  Estimated Accuracy
 MO0065;SPC WY E     -   103,320.      265,470.      MT  (+/- 180 meters Scaled)
 MO0065
 MO0065                          SUPERSEDED SURVEY CONTROL
 MO0065
 MO0065  NGVD 29 (??/??/92) 1716.697  (m)         5632.20   (f) ADJ UNCH    2 0
 MO0065
 MO0065.Superseded values are not recommended for survey control.
 MO0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0065.See file dsdata.txt to determine how the superseded data were derived.
 MO0065
 MO0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF515864(NAD 83)
 MO0065_MARKER: DB = BENCH MARK DISK
 MO0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0065_STAMPING: F 89 1934
 MO0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0065+STABILITY: SURFACE MOTION
 MO0065
 MO0065  HISTORY     - Date     Condition        Report By
 MO0065  HISTORY     - 1934     MONUMENTED       CGS
 MO0065  HISTORY     - 1959     MARK NOT FOUND   NGS
 MO0065
 MO0065                          STATION DESCRIPTION
 MO0065
 MO0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0065'21.6 MI SW FROM LAGRANGE.
 MO0065'IN LARAMIE COUNTY, 4.0 MILES WEST ALONG THE OILED COUNTY ROAD
 MO0065'LEADING TO U.S. HIGHWAY 85 FROM THE POST OFFICE AT LAGRANGE,
 MO0065'GOSHEN COUNTY, THENCE 17.6 MILES SOUTHWEST ALONG U.S. HIGHWAY
 MO0065'85, 55.2 FEET WEST OF THE INTERSECTION WITH A SIDE ROAD, 44.3
 MO0065'FEET SOUTHWEST OF THE CENTERLINE OF THE SIDE ROAD, 3 FEET EAST
 MO0065'OF A NORTH-AND-SOUTH FENCE, 8 FEET NORTH OF A PROPERTY LINE,
 MO0065'50.7 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.0
 MO0065'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 89 1934
 MO0065'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0116 ***********************************************************************
 PY0116  DESIGNATION -  F 9
 PY0116  PID         -  PY0116
 PY0116  STATE/COUNTY-  WY/PARK
 PY0116  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0116
 PY0116                         *CURRENT SURVEY CONTROL
 PY0116  ___________________________________________________________________
 PY0116* NAD 83(1986)-  44 46 49.     (N)    110 44 27.     (W)     SCALED    
 PY0116* NAVD 88     -      2310.509  (meters)    7580.39   (feet)  ADJUSTED  
 PY0116  ___________________________________________________________________
 PY0116  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0116  DYNAMIC HT  -        2309.110 (meters)    7575.81  (feet)  COMP
 PY0116  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 PY0116
 PY0116  VERT ORDER  -  FIRST     CLASS II
 PY0116
 PY0116.The horizontal coordinates were scaled from a topographic map and have
 PY0116.an estimated accuracy of +/- 6 seconds.
 PY0116
 PY0116.The orthometric height was determined by differential leveling
 PY0116.and adjusted by the National Geodetic Survey in June 1991..
 PY0116.WARNING-Repeat measurements at this control monument indicate possible
 PY0116.vertical movement.
 PY0116
 PY0116.The geoid height was determined by GEOID03.
 PY0116
 PY0116.The dynamic height is computed by dividing the NAVD 88
 PY0116.geopotential number by the normal gravity value computed on the
 PY0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0116.degrees latitude (g = 980.6199 gals.).
 PY0116
 PY0116.The modeled gravity was interpolated from observed gravity values.
 PY0116
 PY0116;                    North         East    Units  Estimated Accuracy
 PY0116;SPC WYWC     -   477,380.      442,440.      MT  (+/- 180 meters Scaled)
 PY0116
 PY0116                          SUPERSEDED SURVEY CONTROL
 PY0116
 PY0116  NGVD 29 (08/20/92) 2309.192  (m)         7576.07   (f) ADJUSTED    1 2
 PY0116
 PY0116.Superseded values are not recommended for survey control.
 PY0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0116.See file dsdata.txt to determine how the superseded data were derived.
 PY0116
 PY0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ205585(NAD 83)
 PY0116_MARKER: DB = BENCH MARK DISK
 PY0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0116_SP_SET: CONCRETE POST
 PY0116_STAMPING: F 9 1923 7575.339
 PY0116_MARK LOGO: CGS   
 PY0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0116+STABILITY: SURFACE MOTION
 PY0116
 PY0116  HISTORY     - Date     Condition        Report By
 PY0116  HISTORY     - 1923     MONUMENTED       CGS
 PY0116  HISTORY     - 1960     GOOD             NGS
 PY0116  HISTORY     - 1983     GOOD             NGS
 PY0116  HISTORY     - 1987     GOOD             NGS
 PY0116
 PY0116                          STATION DESCRIPTION
 PY0116
 PY0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0116'5.05 MI N FROM NORRIS.
 PY0116'ABOUT 5.05 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS
 PY0116'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, AT THE WEST FOOT OF
 PY0116'ROARING MOUNTAIN, 128 FEET SOUTH OF THE EXHIBIT PANEL FOR ROARING
 PY0116'MOUNTAIN, 28 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET WEST
 PY0116'OF A POOL AT THE FOOT OF THE MOUNTAIN, ABOUT 2 FEET ABOVE THE LEVEL OF
 PY0116'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES.
 PY0116
 PY0116                          STATION RECOVERY (1983)
 PY0116
 PY0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0116'RECOVERED IN GOOD CONDITION.
 PY0116
 PY0116                          STATION RECOVERY (1987)
 PY0116
 PY0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0210 ***********************************************************************
 MO0210  DESIGNATION -  F 91
 MO0210  PID         -  MO0210
 MO0210  STATE/COUNTY-  WY/LARAMIE
 MO0210  USGS QUAD   -  ALTVAN (1978)
 MO0210
 MO0210                         *CURRENT SURVEY CONTROL
 MO0210  ___________________________________________________________________
 MO0210* NAD 83(1986)-  41 07 20.     (N)    104 42 38.     (W)     SCALED    
 MO0210* NAVD 88     -      1797.330  (meters)    5896.74   (feet)  ADJUSTED  
 MO0210  ___________________________________________________________________
 MO0210  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 MO0210  DYNAMIC HT  -        1795.758 (meters)    5891.58  (feet)  COMP
 MO0210  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 MO0210
 MO0210  VERT ORDER  -  SECOND    CLASS 0
 MO0210
 MO0210.The horizontal coordinates were scaled from a topographic map and have
 MO0210.an estimated accuracy of +/- 6 seconds.
 MO0210
 MO0210.The orthometric height was determined by differential leveling
 MO0210.and adjusted by the National Geodetic Survey in June 1991..
 MO0210
 MO0210.The geoid height was determined by GEOID03.
 MO0210
 MO0210.The dynamic height is computed by dividing the NAVD 88
 MO0210.geopotential number by the normal gravity value computed on the
 MO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0210.degrees latitude (g = 980.6199 gals.).
 MO0210
 MO0210.The modeled gravity was interpolated from observed gravity values.
 MO0210
 MO0210;                    North         East    Units  Estimated Accuracy
 MO0210;SPC WY E     -    69,190.      238,300.      MT  (+/- 180 meters Scaled)
 MO0210
 MO0210                          SUPERSEDED SURVEY CONTROL
 MO0210
 MO0210  NGVD 29 (??/??/92) 1796.310  (m)         5893.39   (f) ADJ UNCH    2 0
 MO0210
 MO0210.Superseded values are not recommended for survey control.
 MO0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0210.See file dsdata.txt to determine how the superseded data were derived.
 MO0210
 MO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF242523(NAD 83)
 MO0210_MARKER: DB = BENCH MARK DISK
 MO0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0210_STAMPING: F 91 1934
 MO0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0210+STABILITY: SURFACE MOTION
 MO0210
 MO0210  HISTORY     - Date     Condition        Report By
 MO0210  HISTORY     - 1934     MONUMENTED       CGS
 MO0210  HISTORY     - 1965     GOOD             USGS
 MO0210
 MO0210                          STATION DESCRIPTION
 MO0210
 MO0210'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 MO0210'5.8 MI SE FROM CHEYENNE.
 MO0210'5.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MO0210'RAILROAD FROM THE STATION AT CHEYENNE, LARAMIE COUNTY, 0.6 MILES
 MO0210'WEST OF THE HEREFORD RANCH, 200 FEET WEST OF MILE POST 330, AT
 MO0210'BRIDGE 330.04, 76 FEET SOUTH OF CENTER OF TRACKS, 15 FEET EAST
 MO0210'OF CENTER LINE OF CREEK, (EAST BANK OF CROW CREEK) 1.8 FT NORTH
 MO0210'OF FENCE LINE EXTENDED WEST.  A STANDARD DISK STAMPED F 91 1934
 MO0210'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0301 ***********************************************************************
 MO0301  DESIGNATION -  F 92
 MO0301  PID         -  MO0301
 MO0301  STATE/COUNTY-  WY/LARAMIE
 MO0301  USGS QUAD   -  MOFFETT RANCH (1990)
 MO0301
 MO0301                         *CURRENT SURVEY CONTROL
 MO0301  ___________________________________________________________________
 MO0301* NAD 83(1986)-  41 33 58.     (N)    104 51 43.     (W)     SCALED    
 MO0301* NAVD 88     -      1775.023  (meters)    5823.55   (feet)  ADJUSTED  
 MO0301  ___________________________________________________________________
 MO0301  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 MO0301  DYNAMIC HT  -        1773.620 (meters)    5818.95  (feet)  COMP
 MO0301  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 MO0301
 MO0301  VERT ORDER  -  SECOND    CLASS 0
 MO0301
 MO0301.The horizontal coordinates were scaled from a topographic map and have
 MO0301.an estimated accuracy of +/- 6 seconds.
 MO0301
 MO0301.The orthometric height was determined by differential leveling
 MO0301.and adjusted by the National Geodetic Survey in June 1991..
 MO0301.WARNING-Repeat measurements at this control monument indicate possible
 MO0301.vertical movement.
 MO0301
 MO0301.The geoid height was determined by GEOID03.
 MO0301
 MO0301.The dynamic height is computed by dividing the NAVD 88
 MO0301.geopotential number by the normal gravity value computed on the
 MO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0301.degrees latitude (g = 980.6199 gals.).
 MO0301
 MO0301.The modeled gravity was interpolated from observed gravity values.
 MO0301
 MO0301;                    North         East    Units  Estimated Accuracy
 MO0301;SPC WY E     -   118,430.      225,420.      MT  (+/- 180 meters Scaled)
 MO0301
 MO0301                          SUPERSEDED SURVEY CONTROL
 MO0301
 MO0301  NGVD 29 (??/??/92) 1774.108  (m)         5820.55   (f) ADJ UNCH    2 0
 MO0301
 MO0301.Superseded values are not recommended for survey control.
 MO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0301.See file dsdata.txt to determine how the superseded data were derived.
 MO0301
 MO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG115016(NAD 83)
 MO0301_MARKER: DB = BENCH MARK DISK
 MO0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0301_STAMPING: F 92 1934
 MO0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0301+STABILITY: SURFACE MOTION
 MO0301
 MO0301  HISTORY     - Date     Condition        Report By
 MO0301  HISTORY     - 1934     MONUMENTED       CGS
 MO0301  HISTORY     - 1941     GOOD             NGS
 MO0301
 MO0301                          STATION DESCRIPTION
 MO0301
 MO0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0301'14 MI S FROM CHUGWATER.
 MO0301'IN LARAMIE COUNTY, 14 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM
 MO0301'CHUGWATER, PLATTE COUNTY, 148 YARDS NORTHEAST OF THE SOUTHEAST
 MO0301'HEADWALL OF AN 18-INCH CORRUGATED CULVERT, 47 FEET SOUTHEAST OF
 MO0301'THE CENTERLINE OF THE HIGHWAY, 4 POLES SOUTH OF POLE 915, 15 FEET
 MO0301'NORTH OF A FENCE AND 2 FEET NORTHWEST OF A FENCE.  A STANDARD
 MO0301'DISK, STAMPED F 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0085 ***********************************************************************
 NQ0085  DESIGNATION -  F 95
 NQ0085  PID         -  NQ0085
 NQ0085  STATE/COUNTY-  WY/GOSHEN
 NQ0085  USGS QUAD   -  RED CLOUD CREEK EAST (1990)
 NQ0085
 NQ0085                         *CURRENT SURVEY CONTROL
 NQ0085  ___________________________________________________________________
 NQ0085* NAD 83(1986)-  42 16 39.     (N)    104 18 14.     (W)     SCALED    
 NQ0085* NAVD 88     -      1324.029  (meters)    4343.92   (feet)  ADJUSTED  
 NQ0085  ___________________________________________________________________
 NQ0085  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 NQ0085  DYNAMIC HT  -        1323.200 (meters)    4341.20  (feet)  COMP
 NQ0085  MODELED GRAV-     979,949.8   (mgal)                       NAVD 88
 NQ0085
 NQ0085  VERT ORDER  -  SECOND    CLASS 0
 NQ0085
 NQ0085.The horizontal coordinates were scaled from a topographic map and have
 NQ0085.an estimated accuracy of +/- 6 seconds.
 NQ0085
 NQ0085.The orthometric height was determined by differential leveling
 NQ0085.and adjusted by the National Geodetic Survey in June 1991..
 NQ0085
 NQ0085.The geoid height was determined by GEOID03.
 NQ0085
 NQ0085.The dynamic height is computed by dividing the NAVD 88
 NQ0085.geopotential number by the normal gravity value computed on the
 NQ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0085.degrees latitude (g = 980.6199 gals.).
 NQ0085
 NQ0085.The modeled gravity was interpolated from observed gravity values.
 NQ0085
 NQ0085;                    North         East    Units  Estimated Accuracy
 NQ0085;SPC WY E     -   197,760.      271,170.      MT  (+/- 180 meters Scaled)
 NQ0085
 NQ0085                          SUPERSEDED SURVEY CONTROL
 NQ0085
 NQ0085  NGVD 29 (??/??/92) 1323.268  (m)         4341.42   (f) ADJ UNCH    2 0
 NQ0085
 NQ0085.Superseded values are not recommended for survey control.
 NQ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0085.See file dsdata.txt to determine how the superseded data were derived.
 NQ0085
 NQ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG573808(NAD 83)
 NQ0085_MARKER: DB = BENCH MARK DISK
 NQ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0085_STAMPING: F 95 1934
 NQ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0085+STABILITY: SURFACE MOTION
 NQ0085
 NQ0085  HISTORY     - Date     Condition        Report By
 NQ0085  HISTORY     - 1934     MONUMENTED       CGS
 NQ0085  HISTORY     - 1941     GOOD             NGS
 NQ0085
 NQ0085                          STATION DESCRIPTION
 NQ0085
 NQ0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0085'10.9 MI N FROM LINGLE.
 NQ0085'10.9 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 NQ0085'LINGLE, GOSHEN COUNTY, 46.5 FEET NORTH OF THE STAKE AT THE
 NQ0085'CHANGE FROM FEDERAL AID PROJECT 150 D TO FEDERAL AID PROJECT
 NQ0085'150 B, 48.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 12.0
 NQ0085'FEET NORTH OF THE NORTH END OF A GATE, AND 1.8 FEET EAST OF THE
 NQ0085'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 95 1934 AND SET
 NQ0085'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0086 ***********************************************************************
 NQ0086  DESIGNATION -  F 95 RESET
 NQ0086  PID         -  NQ0086
 NQ0086  STATE/COUNTY-  WY/GOSHEN
 NQ0086  USGS QUAD   -  RED CLOUD CREEK EAST (1990)
 NQ0086
 NQ0086                         *CURRENT SURVEY CONTROL
 NQ0086  ___________________________________________________________________
 NQ0086* NAD 83(1986)-  42 16 39.     (N)    104 18 14.     (W)     SCALED    
 NQ0086* NAVD 88     -      1323.86   (meters)    4343.4    (feet)  RESET     
 NQ0086  ___________________________________________________________________
 NQ0086  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 NQ0086
 NQ0086  VERT ORDER  -  THIRD
 NQ0086
 NQ0086.The horizontal coordinates were scaled from a topographic map and have
 NQ0086.an estimated accuracy of +/- 6 seconds.
 NQ0086
 NQ0086.The orthometric height was computed from unverified reset data.
 NQ0086.No vertical observational check was made to the station.
 NQ0086
 NQ0086.The geoid height was determined by GEOID03.
 NQ0086
 NQ0086;                    North         East    Units  Estimated Accuracy
 NQ0086;SPC WY E     -   197,760.      271,170.      MT  (+/- 180 meters Scaled)
 NQ0086
 NQ0086                          SUPERSEDED SURVEY CONTROL
 NQ0086
 NQ0086  NGVD 29 (??/??/??) 1323.09   (m)         4340.8    (f) RESET       3  
 NQ0086
 NQ0086.Superseded values are not recommended for survey control.
 NQ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0086.See file dsdata.txt to determine how the superseded data were derived.
 NQ0086
 NQ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG573808(NAD 83)
 NQ0086_MARKER: DB = BENCH MARK DISK
 NQ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0086_STAMPING: F 95 RESET 1967
 NQ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0086+STABILITY: SURFACE MOTION
 NQ0086
 NQ0086  HISTORY     - Date     Condition        Report By
 NQ0086  HISTORY     - 1967     MONUMENTED       CGS
 NQ0086  HISTORY     - 1974     GOOD             USGS
 NQ0086
 NQ0086                          STATION DESCRIPTION
 NQ0086
 NQ0086'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0086'10.9 MI N FROM LINGLE.
 NQ0086'10.9 MILES NORTH OF ALONG U.S. HWY. 85 FROM POST OFFICE, 98
 NQ0086'FEET WEST OF CENTERLINE OF HWY., 1 FOOT EAST OF WEST R.O.W.
 NQ0086'FENCE, 25.5 FEET NORTH OF CENTERLINE OF GATE AND 3 FEET SOUTH OF
 NQ0086'A WITNESS POST.  A STANDARD DISK STAMPED F 95 RESET 1967 AND SET
 NQ0086'IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0050 ***********************************************************************
 MO0050  DESIGNATION -  F 96
 MO0050  PID         -  MO0050
 MO0050  STATE/COUNTY-  WY/LARAMIE
 MO0050  USGS QUAD   -  TRACY (1963)
 MO0050
 MO0050                         *CURRENT SURVEY CONTROL
 MO0050  ___________________________________________________________________
 MO0050* NAD 83(1986)-  41 13 39.     (N)    104 10 36.     (W)     SCALED    
 MO0050* NAVD 88     -      1564.286  (meters)    5132.16   (feet)  ADJUSTED  
 MO0050  ___________________________________________________________________
 MO0050  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 MO0050  DYNAMIC HT  -        1563.049 (meters)    5128.10  (feet)  COMP
 MO0050  MODELED GRAV-     979,778.5   (mgal)                       NAVD 88
 MO0050
 MO0050  VERT ORDER  -  SECOND    CLASS 0
 MO0050
 MO0050.The horizontal coordinates were scaled from a topographic map and have
 MO0050.an estimated accuracy of +/- 6 seconds.
 MO0050
 MO0050.The orthometric height was determined by differential leveling
 MO0050.and adjusted by the National Geodetic Survey in June 1991..
 MO0050
 MO0050.The geoid height was determined by GEOID03.
 MO0050
 MO0050.The dynamic height is computed by dividing the NAVD 88
 MO0050.geopotential number by the normal gravity value computed on the
 MO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0050.degrees latitude (g = 980.6199 gals.).
 MO0050
 MO0050.The modeled gravity was interpolated from observed gravity values.
 MO0050
 MO0050;                    North         East    Units  Estimated Accuracy
 MO0050;SPC WY E     -    81,260.      283,000.      MT  (+/- 180 meters Scaled)
 MO0050
 MO0050                          SUPERSEDED SURVEY CONTROL
 MO0050
 MO0050  NGVD 29 (??/??/92) 1563.431  (m)         5129.36   (f) ADJ UNCH    2 0
 MO0050
 MO0050.Superseded values are not recommended for survey control.
 MO0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0050.See file dsdata.txt to determine how the superseded data were derived.
 MO0050
 MO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF690643(NAD 83)
 MO0050_MARKER: DB = BENCH MARK DISK
 MO0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0050_STAMPING: F 96 1934
 MO0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0050+STABILITY: SURFACE MOTION
 MO0050
 MO0050  HISTORY     - Date     Condition        Report By
 MO0050  HISTORY     - 1934     MONUMENTED       CGS
 MO0050
 MO0050                          STATION DESCRIPTION
 MO0050
 MO0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0050'6.6 MI NE FROM EGBERT.
 MO0050'6.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0050'STATION AT EGBERT, 49.5 FEET NORTH OF THE NORTH RAIL, 54 FEET
 MO0050'EAST OF THE CENTERLINE OF A GATE IN A FENCE, AND 2 FEET NORTH OF
 MO0050'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 96 1934 AND
 MO0050'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0013 ***********************************************************************
 MO0013  DESIGNATION -  F 97
 MO0013  PID         -  MO0013
 MO0013  STATE/COUNTY-  WY/GOSHEN
 MO0013  USGS QUAD   -  DUROC (1990)
 MO0013
 MO0013                         *CURRENT SURVEY CONTROL
 MO0013  ___________________________________________________________________
 MO0013* NAD 83(1986)-  41 45 17.     (N)    104 14 16.     (W)     SCALED    
 MO0013* NAVD 88     -      1340.721  (meters)    4398.68   (feet)  ADJUSTED  
 MO0013  ___________________________________________________________________
 MO0013  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 MO0013  DYNAMIC HT  -        1339.799 (meters)    4395.66  (feet)  COMP
 MO0013  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 MO0013
 MO0013  VERT ORDER  -  SECOND    CLASS 0
 MO0013
 MO0013.The horizontal coordinates were scaled from a topographic map and have
 MO0013.an estimated accuracy of +/- 6 seconds.
 MO0013
 MO0013.The orthometric height was determined by differential leveling
 MO0013.and adjusted by the National Geodetic Survey in June 1991..
 MO0013
 MO0013.The geoid height was determined by GEOID03.
 MO0013
 MO0013.The dynamic height is computed by dividing the NAVD 88
 MO0013.geopotential number by the normal gravity value computed on the
 MO0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0013.degrees latitude (g = 980.6199 gals.).
 MO0013
 MO0013.The modeled gravity was interpolated from observed gravity values.
 MO0013
 MO0013;                    North         East    Units  Estimated Accuracy
 MO0013;SPC WY E     -   139,750.      277,250.      MT  (+/- 180 meters Scaled)
 MO0013
 MO0013                          SUPERSEDED SURVEY CONTROL
 MO0013
 MO0013  NGVD 29 (??/??/92) 1339.931  (m)         4396.09   (f) ADJ UNCH    2 0
 MO0013
 MO0013.Superseded values are not recommended for survey control.
 MO0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0013.See file dsdata.txt to determine how the superseded data were derived.
 MO0013
 MO0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG633228(NAD 83)
 MO0013_MARKER: DB = BENCH MARK DISK
 MO0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0013_STAMPING: F 97 1934
 MO0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0013+STABILITY: SURFACE MOTION
 MO0013
 MO0013  HISTORY     - Date     Condition        Report By
 MO0013  HISTORY     - 1934     MONUMENTED       CGS
 MO0013  HISTORY     - 1941     GOOD             NGS
 MO0013
 MO0013                          STATION DESCRIPTION
 MO0013
 MO0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0013'2.4 MI SE FROM HAWK SPRINGS.
 MO0013'2.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0013'STATION AT HAWK SPRINGS, GOSHEN COUNTY, AT THE SOUTH END OF THE
 MO0013'SIDING AT DUROC, 0.38 MILE NORTH OF MILEPOST 49, AT A ROAD
 MO0013'CROSSING, 38 FEET NORTH OF THE CENTERLINE OF THE ROAD, 45 FEET
 MO0013'NORTHEAST OF THE EAST RAIL, 15 FEET NORTH OF A FENCE CORNER,
 MO0013'AND 2.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 MO0013'DISK, STAMPED F 97 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0328 ***********************************************************************
 MO0328  DESIGNATION -  F 99
 MO0328  PID         -  MO0328
 MO0328  STATE/COUNTY-  WY/PLATTE
 MO0328  USGS QUAD   -  KLUTZ CANYON (1990)
 MO0328
 MO0328                         *CURRENT SURVEY CONTROL
 MO0328  ___________________________________________________________________
 MO0328* NAD 83(1986)-  41 45 19.     (N)    104 39 11.     (W)     SCALED    
 MO0328* NAVD 88     -      1651.376  (meters)    5417.89   (feet)  ADJUSTED  
 MO0328  ___________________________________________________________________
 MO0328  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 MO0328  DYNAMIC HT  -        1650.151 (meters)    5413.87  (feet)  COMP
 MO0328  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 MO0328
 MO0328  VERT ORDER  -  SECOND    CLASS 0
 MO0328
 MO0328.The horizontal coordinates were scaled from a topographic map and have
 MO0328.an estimated accuracy of +/- 6 seconds.
 MO0328
 MO0328.The orthometric height was determined by differential leveling
 MO0328.and adjusted by the National Geodetic Survey in June 1991..
 MO0328
 MO0328.The geoid height was determined by GEOID03.
 MO0328
 MO0328.The dynamic height is computed by dividing the NAVD 88
 MO0328.geopotential number by the normal gravity value computed on the
 MO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0328.degrees latitude (g = 980.6199 gals.).
 MO0328
 MO0328.The modeled gravity was interpolated from observed gravity values.
 MO0328
 MO0328;                    North         East    Units  Estimated Accuracy
 MO0328;SPC WY E     -   139,530.      242,710.      MT  (+/- 180 meters Scaled)
 MO0328
 MO0328                          SUPERSEDED SURVEY CONTROL
 MO0328
 MO0328  NGVD 29 (??/??/92) 1650.524  (m)         5415.09   (f) ADJ UNCH    2 0
 MO0328
 MO0328.Superseded values are not recommended for survey control.
 MO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0328.See file dsdata.txt to determine how the superseded data were derived.
 MO0328
 MO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG288226(NAD 83)
 MO0328_MARKER: DB = BENCH MARK DISK
 MO0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0328_STAMPING: F 99 1934
 MO0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0328+STABILITY: SURFACE MOTION
 MO0328
 MO0328  HISTORY     - Date     Condition        Report By
 MO0328  HISTORY     - 1934     MONUMENTED       CGS
 MO0328  HISTORY     - 1941     GOOD             NGS
 MO0328
 MO0328                          STATION DESCRIPTION
 MO0328
 MO0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0328'9 MI E FROM CHUGWATER.
 MO0328'9 MILES EAST ALONG THE COUNTY ROAD LEADING TO HAWK SPRINGS FROM
 MO0328'THE COLORADO AND SOUTHERN RAILWAY STATION AT CHUGWATER, PLATTE
 MO0328'COUNTY, AT A CROSS ROAD, 40 FEET SOUTH OF THE CENTERLINE OF THE
 MO0328'HAWK SPRINGS ROAD, 37 FEET EAST OF THE CENTERLINE OF THE CROSS
 MO0328'ROAD, IN A FENCE CORNER, 6 FEET SOUTH OF THE EAST-AND-WEST
 MO0328'FENCE, AND 4 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD
 MO0328'DISK, STAMPED F 99 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0328'NOTE-- 1941 REPORT, MARK IS ON THE GOSHEN-PLATTE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1258 ***********************************************************************
 PY1258  DESIGNATION -  F MAMMOTH
 PY1258  PID         -  PY1258
 PY1258  STATE/COUNTY-  WY/PARK
 PY1258  USGS QUAD   -  MAMMOTH (1986)
 PY1258
 PY1258                         *CURRENT SURVEY CONTROL
 PY1258  ___________________________________________________________________
 PY1258* NAD 83(1993)-  44 58 54.76175(N)    110 42 16.47532(W)     ADJUSTED  
 PY1258* NAVD 88     -      1992.9    (meters)    6538.     (feet)  VERTCON   
 PY1258  ___________________________________________________________________
 PY1258  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 PY1258  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY1258
 PY1258  HORZ ORDER  -  THIRD
 PY1258  VERT ORDER  -  THIRD ? (See Below)
 PY1258
 PY1258.The horizontal coordinates were established by classical geodetic methods
 PY1258.and adjusted by the National Geodetic Survey in January 1997..
 PY1258
 PY1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1258.The vertical order pertains to the NGVD 29 superseded value.
 PY1258
 PY1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1258
 PY1258.The geoid height was determined by GEOID03.
 PY1258
 PY1258;                    North         East     Units Scale Factor Converg.
 PY1258;SPC WYWC     -   499,709.611   445,848.830   MT  1.00022960   -1 22 54.9
 PY1258;UTM  12      - 4,980,979.754   523,291.231   MT  0.99960667   +0 12 31.8
 PY1258
 PY1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1258!SPC WYWC     -   0.99968899  x   1.00022960  =   0.99991851
 PY1258!UTM  12      -   0.99968899  x   0.99960667  =   0.99929578
 PY1258
 PY1258:                Primary Azimuth Mark                     Grid Az
 PY1258:SPC WYWC     -  BUNSEN                                   182 39 09.3
 PY1258:UTM  12      -  BUNSEN                                   181 03 42.6
 PY1258
 PY1258|---------------------------------------------------------------------|
 PY1258| PID    Reference Object                     Distance      Geod. Az  |
 PY1258|                                                           dddmmss.s |
 PY1258| PY1259 BUNSEN                              APPROX. 5.6 KM 1811614.4 |
 PY1258|---------------------------------------------------------------------|
 PY1258
 PY1258                          SUPERSEDED SURVEY CONTROL
 PY1258
 PY1258  NAD 83(1993)-  44 58 54.76166(N)    110 42 16.47553(W) AD(       ) 3
 PY1258  NAD 83(1986)-  44 58 54.75300(N)    110 42 16.46416(W) AD(       ) 3
 PY1258  NAD 27      -  44 58 54.98952(N)    110 42 13.70647(W) AD(       ) 3
 PY1258  NGVD 29 (07/19/86) 1991.7    (m)         6534.     (f) LEVELING    3  
 PY1258
 PY1258.Superseded values are not recommended for survey control.
 PY1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1258.See file dsdata.txt to determine how the superseded data were derived.
 PY1258
 PY1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ2329180980(NAD 83)
 PY1258
 PY1258  HISTORY     - Date     Condition        Report By
 PY1258  HISTORY     - 1951     MONUMENTED       USGS
 PY1258  HISTORY     - 1955     GOOD             USGS
 PY1258
 PY1258                          STATION DESCRIPTION
 PY1258
 PY1258'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (CWE)
 PY1258'STATION LOCATED IN YELLOWSTONE NATIONAL PARK, ABOUT 3000 FT. N. OF
 PY1258'MAMMOTH HOT SPRINGS, WYOMING, NEAR THE SITE OF THE OLD MAMMOTH
 PY1258'CEMETERY ON A LARGE GRASSY KNOLL.
 PY1258'
 PY1258'TO REACH FROM IN FRONT OF THE NATIONAL PARK SERVICE, DISTRICT RANGERS
 PY1258'OFFICE, IN MAMMOTH GO TO REAR OF BUILDING WHERE THE CABINS ARE
 PY1258'LOCATED.  TAKE THE GRAVEL RD. AT SIGN, ---BEAVER DAMS--- 0.2 MI. TO
 PY1258'RD. FORK, THENCE TAKE LEFT FORK (WESTERLY) 0.1 MI. TO RD. FORK, THENCE
 PY1258'ON RIGHT FORK 0.2 MI. TO RD. FORK, THENCE ON RIGHT FORK 0.1 MI.,
 PY1258'THENCE RIGHT, CROSS COUNTRY, 0.15 MI. TO TOP OF KNOLL AND STATION
 PY1258'MARK.
 PY1258'
 PY1258'AZIMUTH MARK WAS SET IN 1955, STANDARD TABLET STAMPED ---AZIMUTH
 PY1258'MARK 1955---.
 PY1258'
 PY1258'AZIMUTH MARK LOCATED APPROXIMATELY 0.3 MI. NW. OF STATION,
 PY1258'S 14 DEG 25 MIN E, AND 150 FT. E. OF TRACK
 PY1258'RD.  TABLET SET IN LARGE GRANITE BOULDER PROJECTING 1.0 FT. ABOVE
 PY1258'SURFACE OF GROUND.
 PY1258'
 PY1258'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK OUTCROP, AND STAMPED
 PY1258'---F-MAMMOTH 1951---.
 PY1258'
 PY1258'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0683 ***********************************************************************
 NT0683  DESIGNATION -  FAA BPI A
 NT0683  PID         -  NT0683
 NT0683  STATE/COUNTY-  WY/SUBLETTE
 NT0683  USGS QUAD   -  BIG PINEY EAST (1980)
 NT0683
 NT0683                         *CURRENT SURVEY CONTROL
 NT0683  ___________________________________________________________________
 NT0683* NAD 83(1993)-  42 34 45.24156(N)    110 06 19.86607(W)     ADJUSTED  
 NT0683* NAVD 88     -      2119.3    (meters)    6953.     (feet)  VERTCON   
 NT0683  ___________________________________________________________________
 NT0683  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 NT0683  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NT0683
 NT0683  HORZ ORDER  -  THIRD
 NT0683
 NT0683.This mark is at Big Piney-Marbleton Airport (BPI)
 NT0683
 NT0683.The horizontal coordinates were established by GPS observations
 NT0683.and adjusted by the National Geodetic Survey in January 1997..
 NT0683
 NT0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0683
 NT0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0683
 NT0683.The geoid height was determined by GEOID03.
 NT0683
 NT0683;                    North         East     Units Scale Factor Converg.
 NT0683;SPC WY W     -   330,914.590   798,178.831   MT  0.99993754   -0 00 54.0
 NT0683;UTM  12      - 4,714,478.841   573,403.491   MT  0.99966629   +0 36 18.9
 NT0683
 NT0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0683!SPC WY W     -   0.99966971  x   0.99993754  =   0.99960728
 NT0683!UTM  12      -   0.99966971  x   0.99966629  =   0.99933611
 NT0683
 NT0683:                Primary Azimuth Mark                     Grid Az
 NT0683:SPC WY W     -  FAA BPI B                                327 51 46.6
 NT0683:UTM  12      -  FAA BPI B                                327 14 33.7
 NT0683
 NT0683|---------------------------------------------------------------------|
 NT0683| PID    Reference Object                     Distance      Geod. Az  |
 NT0683|                                                           dddmmss.s |
 NT0683| NT0684 FAA BPI B                           APPROX. 1.1 KM 3275052.6 |
 NT0683|---------------------------------------------------------------------|
 NT0683
 NT0683                          SUPERSEDED SURVEY CONTROL
 NT0683
 NT0683  NAD 83(1993)-  42 34 45.24140(N)    110 06 19.86675(W) AD(       ) 3
 NT0683  NGVD 29 (01/15/93) 2117.9    (m)         6948.     (f) GPS OBS        
 NT0683
 NT0683.Superseded values are not recommended for survey control.
 NT0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0683.See file dsdata.txt to determine how the superseded data were derived.
 NT0683
 NT0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN7340314479(NAD 83)
 NT0683_MARKER: DH = HORIZONTAL CONTROL DISK
 NT0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0683_SP_SET: CONCRETE POST
 NT0683_STAMPING: FAA BPI A 1992
 NT0683_MARK LOGO: NGS   
 NT0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0683+STABILITY: SURFACE MOTION
 NT0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0683+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NT0683
 NT0683  HISTORY     - Date     Condition        Report By
 NT0683  HISTORY     - 1992     MONUMENTED       NGS
 NT0683
 NT0683                          STATION DESCRIPTION
 NT0683
 NT0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NT0683'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTH OF BIG PINEY, ABOUT 1.5
 NT0683'KM (0.9 MI) WEST OF STATE HIGHWAY 189, AT THE BIG PINEY MUNICIPAL
 NT0683'AIRPORT, ON A SLIGHT EMBANKMENT THAT PARALLELS THE RUNWAY, JUST WEST
 NT0683'OF AN OLD TRACK ROAD LEADING TO THE VOR.  OWNERSHIP--TOWN OF BIG
 NT0683'PINEY, CITY HALL, BIG PINEY, WY 83113.  AIRPORT MANAGER IS ROBIN
 NT0683'MILEY, PHONE 307-276-3386.
 NT0683'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 189 AND 350 IN BIG PINEY,
 NT0683'GO NORTH ON HIGHWAY 189 FOR 3.37 KM (2.09 MI) TO COUNTY ROAD 143 ON
 NT0683'THE LEFT.  CONTINUE AHEAD FOR 1.18 KM (0.73 MI) TO A PAVED ROAD LEFT.
 NT0683'TIRN LEFT, WEST, UPGRADE, ON COUNTY ROAD 23-176 FOR 0.93 KM
 NT0683'(0.58 MI) TO THE ROAD END AND APRON.  TURN RIGHT, NORTHWEST, ON APRON
 NT0683'FOR 0.13 KM (0.08 MI) TO APRON END AND TRACK ROAD LEADING NORTHWEST.
 NT0683'CONTINUE NORTHWEST ON TARCK ROAD FOR 0.14 KM (0.09 MI) TO THE RUNWAY
 NT0683'AND THE STATION ON THE RIGHT.
 NT0683'STATION MARK IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST FLUSH
 NT0683'WITH THE GROUND.  IT IS 44.5 M (146.0 FT) NORTHWEST FROM THE RUNWAY
 NT0683'CENTER, 20.8 M (68.2 FT) NORTHEAST FROM THE TRACK ROAD CENTER, 30.0 M
 NT0683'(98.4 FT) NORTHEAST FROM A RUNWAY LIGHT, 5.0 M (16.4 FT) SOUTHEAST OF
 NT0683'AND ACROSS THE RUNWAY FROM THE EXTENDED FRONT OF THE REAR VASI, 0.6 M
 NT0683'(2.0 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST, AND 0.6 M
 NT0683'(2.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0684 ***********************************************************************
 NT0684  DESIGNATION -  FAA BPI B
 NT0684  PID         -  NT0684
 NT0684  STATE/COUNTY-  WY/SUBLETTE
 NT0684  USGS QUAD   -  BIG PINEY EAST (1980)
 NT0684
 NT0684                         *CURRENT SURVEY CONTROL
 NT0684  ___________________________________________________________________
 NT0684* NAD 83(1993)-  42 35 14.87593(N)    110 06 45.07480(W)     ADJUSTED  
 NT0684* NAVD 88     -      2126.7    (meters)    6977.     (feet)  VERTCON   
 NT0684  ___________________________________________________________________
 NT0684  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 NT0684  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 NT0684
 NT0684  HORZ ORDER  -  THIRD
 NT0684
 NT0684.This mark is at Big Piney-Marbleton Airport (BPI)
 NT0684
 NT0684.The horizontal coordinates were established by GPS observations
 NT0684.and adjusted by the National Geodetic Survey in January 1997..
 NT0684
 NT0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0684
 NT0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0684
 NT0684.The geoid height was determined by GEOID03.
 NT0684
 NT0684;                    North         East     Units Scale Factor Converg.
 NT0684;SPC WY W     -   331,829.130   797,604.317   MT  0.99993757   -0 01 11.1
 NT0684;UTM  12      - 4,715,386.861   572,819.268   MT  0.99966524   +0 36 02.1
 NT0684
 NT0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0684!SPC WY W     -   0.99966856  x   0.99993757  =   0.99960615
 NT0684!UTM  12      -   0.99966856  x   0.99966524  =   0.99933391
 NT0684
 NT0684:                Primary Azimuth Mark                     Grid Az
 NT0684:SPC WY W     -  FAA BPI A                                147 51 46.7
 NT0684:UTM  12      -  FAA BPI A                                147 14 33.5
 NT0684
 NT0684|---------------------------------------------------------------------|
 NT0684| PID    Reference Object                     Distance      Geod. Az  |
 NT0684|                                                           dddmmss.s |
 NT0684| NT0683 FAA BPI A                           APPROX. 1.1 KM 1475035.6 |
 NT0684|---------------------------------------------------------------------|
 NT0684
 NT0684                          SUPERSEDED SURVEY CONTROL
 NT0684
 NT0684  NAD 83(1993)-  42 35 14.87576(N)    110 06 45.07547(W) AD(       ) 3
 NT0684  NGVD 29 (01/15/93) 2125.3    (m)         6973.     (f) GPS OBS        
 NT0684
 NT0684.Superseded values are not recommended for survey control.
 NT0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0684.See file dsdata.txt to determine how the superseded data were derived.
 NT0684
 NT0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN7281915387(NAD 83)
 NT0684_MARKER: DH = HORIZONTAL CONTROL DISK
 NT0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0684_SP_SET: CONCRETE POST
 NT0684_MARK LOGO: NGS   
 NT0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0684+STABILITY: SURFACE MOTION
 NT0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0684+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NT0684
 NT0684  HISTORY     - Date     Condition        Report By
 NT0684  HISTORY     - 1992     MONUMENTED       NGS
 NT0684
 NT0684                          STATION DESCRIPTION
 NT0684
 NT0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NT0684'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTH OF BIG PINEY, ABOUT 1.5
 NT0684'KM (0.9 MI) WEST OF STATE HIGHWAY 189, AT THE BIG PINEY MUNICIPAL
 NT0684'AIRPORT, ON A SLIGHT EMBANKMENT THAT PARALLELS THE RUNWAY, AT A TURN
 NT0684'AROUND, JUST WEST OF AN OLD TRACK ROAD LEADING TO THE VOR, ABOUT 750
 NT0684'M (2460.6 FT) SOUTHEAST OF THE END OF RUNWAY 31. OWNERSHIP--TOWN OF
 NT0684'BIG PINEY, CITY HALL, BIG PINEY, WY 83113. AIRPORT MANAGER IS ROBIN
 NT0684'MILEY, PHONE 307-276-3386.
 NT0684'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 189 AND 350 IN BIG PINEY,
 NT0684'GO NORTH ON HIGHWAY 189 FOR 3.37 KM (2.09 MI) TO COUNTY ROAD 143 ON
 NT0684'THE LEFT.  CONTINUE AHEAD FOR 1.18 KM (0.73 MI) TO A PAVED ROAD LEFT.
 NT0684'TIRN LEFT, WEST, UPGRADE, ON COUNTY ROAD 23-176 FOR 0.93 KM
 NT0684'(0.58 MI) TO THE ROAD END AND APRON.  TURN RIGHT, NORTHWEST, ON APRON
 NT0684'FOR 0.13 KM (0.08 MI) TO APRON END AND TRACK ROAD LEADING NORTHWEST.
 NT0684'CONTINUE NORTHWEST ON TARCK ROAD FOR 0.14 KM (0.09 MI) TO THE RUNWAY
 NT0684'AND THE STATION FAA BPI A ON THE RIGHT.  CONTINUE NORTHWEST ON TRACK
 NT0684'ROAD ALONGSIDE RUNWAY FOR 1.10 KM (0.68 MI) TO THE TURN-AROUND AND
 NT0684'THE STATION ON THE RIGHT.
 NT0684'STATION MARK IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST FLUSH
 NT0684'WITH THE GROUND.  IT IS 47.2 M (154.9 FT) NORTHWEST FROM THE RUNWAY
 NT0684'CENTER, 10.3 M (33.8 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 NT0684'TURN-AROUND, 19.5 M (64.0 FT) EAST FROM THE NORTH CORNER OF THE
 NT0684'TURN-AROUND, 0.7 M (2.3 FT) NORTHWEST FROM A FIBERGLASS WITNESS POST,
 NT0684'AND 0.7 M (2.3 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0597 ***********************************************************************
 PW0597  DESIGNATION -  FAA BYG A
 PW0597  PID         -  PW0597
 PW0597  STATE/COUNTY-  WY/JOHNSON
 PW0597  USGS QUAD   -  LAKE DE SMET EAST (1970)
 PW0597
 PW0597                         *CURRENT SURVEY CONTROL
 PW0597  ___________________________________________________________________
 PW0597* NAD 83(1993)-  44 22 37.52686(N)    106 43 03.84746(W)     ADJUSTED  
 PW0597* NAVD 88     -      1500.0    (meters)    4921.     (feet)  VERTCON   
 PW0597  ___________________________________________________________________
 PW0597  LAPLACE CORR-         -22.02  (seconds)                    DEFLEC99
 PW0597  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 PW0597
 PW0597  HORZ ORDER  -  THIRD
 PW0597
 PW0597.This mark is at Johnson County Airport (BYG)
 PW0597
 PW0597.The horizontal coordinates were established by GPS observations
 PW0597.and adjusted by the National Geodetic Survey in January 1997..
 PW0597
 PW0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0597
 PW0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0597
 PW0597.The geoid height was determined by GEOID03.
 PW0597
 PW0597;                    North         East     Units Scale Factor Converg.
 PW0597;SPC WYEC     -   530,831.814   449,057.930   MT  0.99996709   +0 25 50.0
 PW0597;UTM  13      - 4,915,191.716   363,156.854   MT  0.99983030   -1 12 05.5
 PW0597
 PW0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0597!SPC WYEC     -   0.99976682  x   0.99996709  =   0.99973392
 PW0597!UTM  13      -   0.99976682  x   0.99983030  =   0.99959716
 PW0597
 PW0597:                Primary Azimuth Mark                     Grid Az
 PW0597:SPC WYEC     -  FAA BYG B                                316 47 52.4
 PW0597:UTM  13      -  FAA BYG B                                318 25 47.9
 PW0597
 PW0597|---------------------------------------------------------------------|
 PW0597| PID    Reference Object                     Distance      Geod. Az  |
 PW0597|                                                           dddmmss.s |
 PW0597| PW0598 FAA BYG B                           APPROX. 0.9 KM 3171342.4 |
 PW0597|---------------------------------------------------------------------|
 PW0597
 PW0597                          SUPERSEDED SURVEY CONTROL
 PW0597
 PW0597  NAD 83(1986)-  44 22 37.50910(N)    106 43 03.82146(W) AD(       ) 3
 PW0597  NGVD 29 (01/15/93) 1499.2    (m)         4919.     (f) GPS OBS        
 PW0597
 PW0597.Superseded values are not recommended for survey control.
 PW0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0597.See file dsdata.txt to determine how the superseded data were derived.
 PW0597
 PW0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK6315715192(NAD 83)
 PW0597_MARKER: DH = HORIZONTAL CONTROL DISK
 PW0597_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PW0597+WITH SETTING: PAVEMENT
 PW0597_SP_SET: CONCRETE BASE FOR WINDSOCK
 PW0597_STAMPING: FAA BYG A 1992
 PW0597_MARK LOGO: NGS   
 PW0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0597+STABILITY: SURFACE MOTION
 PW0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0597+SATELLITE: SATELLITE OBSERVATIONS - 1992
 PW0597
 PW0597  HISTORY     - Date     Condition        Report By
 PW0597  HISTORY     - 1992     MONUMENTED       NGS
 PW0597
 PW0597                          STATION DESCRIPTION
 PW0597
 PW0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 PW0597'STATION IS LOCATED ON THE NORTHWEST SIDE OF BUFFALO, AT THE JOHNSON
 PW0597'COUNTY AIRPORT, BETWEEN THE RUNWAY AND THE SOUTHWEST PERIMETER FENCE,
 PW0597'ON THE NORTHWEST SIDE OF THE WINDSOCK, IN THE CONCRETE BASE OF A NOW-
 PW0597'REMOVED WIND TEE.  OWNERSHIP--JOHNSON COUNTY, COUNTY COURTHOUSE,
 PW0597'BUFFALO, WY 82834.  AIRPORT MANAGER IS JIM MC LAUGHLIN, PHONE
 PW0597'307-684-9672.
 PW0597'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 25
 PW0597'AND STATE HIGHWAY 16 (EXIT 299) AT BUFFALO, GO WEST ON HIGHWAY 16 FOR
 PW0597'0.26 KM (0.16 MI) TO A CROSSROAD.  TURN RIGHT, NORTHWEST, ON NORTH
 PW0597'BY-PASS ROAD FOR 1.00 KM (0.62 MI) TO A T-ROAD.  TURN RIGHT, NORTH,
 PW0597'ON OLD HIGHWAY FOR 0.12 KM (0.07 MI) TO A CROSSROAD (FAIRGROUNDS
 PW0597'ENTRANCE ON THE RIGHT).  TURN LEFT THEN RIGHT, NORTHERLY, ON AIRPORT
 PW0597'ROAD FOR 2.58 KM (1.60 MI) TO ROAD END AT AIRPORT PARKING AREA.
 PW0597'CONTINUE AHEAD, SOUTHWEST, FOR 0.04 KM (0.02 MI) TO THE PERIMTER
 PW0597'FENCE AND GATE.  PASS THROUGH GATE THEN BEAR RIGHT ON APRON FOR 0.07
 PW0597'KM (0.04 MI) TO A CONNECTOR ON THE LEFT.  TURN LEFT, SOUTHWEST, ON
 PW0597'CONNECTOR FOR 0.07 KM (0.04 MI) TO THE RUNWAY.  CROSS RUNWAY TO THE
 PW0597'WINDSOCK AND THE STATION.
 PW0597'STATION MARK IS SET IN THE EAST CORNER OF A 1.2 M (3.9 FT) SQUARE
 PW0597'CONCRETE BASE PROJECTING 5 CM ABOVE GROUND.  IT IS 0.6 M (2.0 FT)
 PW0597'EAST FROM THE SPINDLE IN THE CENTER, 0.2 M (0.7 FT) WEST FROM THE EAST
 PW0597'CORNER, 56.3 M (184.7 FT) SOUTHWEST FROM THE RUNWAY CENTER, 20.6 M
 PW0597'(67.6 FT) NORTH-NORTHWEST FROM THE WINDSOCK POLE, 5.0 M (16.4 FT)
 PW0597'WEST FROM THE OUTSIDE EDGE OF OF THE SYMMETRICAL CIRCLE, 21.7 M
 PW0597'(71.2 FT) EAST FROM A WOOD FENCE POST AT BEND IN THE ELECTRIC FENCE,
 PW0597'ON LINE WITH THE CENTER OF THE CONNECTOR, AND 1.35 M (4.43 FT)
 PW0597'NORTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0598 ***********************************************************************
 PW0598  DESIGNATION -  FAA BYG B
 PW0598  PID         -  PW0598
 PW0598  STATE/COUNTY-  WY/JOHNSON
 PW0598  USGS QUAD   -  LAKE DE SMET EAST (1970)
 PW0598
 PW0598                         *CURRENT SURVEY CONTROL
 PW0598  ___________________________________________________________________
 PW0598* NAD 83(1993)-  44 22 58.76010(N)    106 43 31.23883(W)     ADJUSTED  
 PW0598* NAVD 88     -      1510.0    (meters)    4954.     (feet)  VERTCON   
 PW0598  ___________________________________________________________________
 PW0598  LAPLACE CORR-         -22.14  (seconds)                    DEFLEC99
 PW0598  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 PW0598
 PW0598  HORZ ORDER  -  THIRD
 PW0598
 PW0598.This mark is at Johnson County Airport (BYG)
 PW0598
 PW0598.The horizontal coordinates were established by GPS observations
 PW0598.and adjusted by the National Geodetic Survey in January 1997..
 PW0598
 PW0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0598
 PW0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0598
 PW0598.The geoid height was determined by GEOID03.
 PW0598
 PW0598;                    North         East     Units Scale Factor Converg.
 PW0598;SPC WYEC     -   531,482.643   448,446.715   MT  0.99996635   +0 25 31.0
 PW0598;UTM  13      - 4,915,859.600   362,564.505   MT  0.99983229   -1 12 25.1
 PW0598
 PW0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0598!SPC WYEC     -   0.99976524  x   0.99996635  =   0.99973160
 PW0598!UTM  13      -   0.99976524  x   0.99983229  =   0.99959757
 PW0598
 PW0598:                Primary Azimuth Mark                     Grid Az
 PW0598:SPC WYEC     -  FAA BYG A                                136 47 52.2
 PW0598:UTM  13      -  FAA BYG A                                138 25 48.3
 PW0598
 PW0598|---------------------------------------------------------------------|
 PW0598| PID    Reference Object                     Distance      Geod. Az  |
 PW0598|                                                           dddmmss.s |
 PW0598| PW0597 FAA BYG A                           APPROX. 0.9 KM 1371323.2 |
 PW0598|---------------------------------------------------------------------|
 PW0598
 PW0598                          SUPERSEDED SURVEY CONTROL
 PW0598
 PW0598  NAD 83(1986)-  44 22 58.74234(N)    106 43 31.21282(W) AD(       ) 3
 PW0598  NGVD 29 (01/15/93) 1509.2    (m)         4951.     (f) GPS OBS        
 PW0598
 PW0598.Superseded values are not recommended for survey control.
 PW0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0598.See file dsdata.txt to determine how the superseded data were derived.
 PW0598
 PW0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK6256515860(NAD 83)
 PW0598_MARKER: I = METAL ROD
 PW0598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0598_SP_SET: STAINLESS STEEL ROD
 PW0598_MARK LOGO: NGS   
 PW0598_PROJECTION: FLUSH
 PW0598_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0598+SATELLITE: SATELLITE OBSERVATIONS - 1992
 PW0598_ROD/PIPE-DEPTH: 2.80 meters
 PW0598
 PW0598  HISTORY     - Date     Condition        Report By
 PW0598  HISTORY     - 1992     MONUMENTED       NGS
 PW0598
 PW0598                          STATION DESCRIPTION
 PW0598
 PW0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 PW0598'STATION IS LOCATED ON THE NORTHWEST SIDE OF BUFFALO, AT THE JOHNSON
 PW0598'COUNTY AIRPORT, AT THE METAL TRAFFIC PATTERN INDICATOR, NEAR JUNCTION
 PW0598'OF ELECTRIC FENCE AND OLD PERIMETER FENCE.  OWNERSHIP--JOHNSON
 PW0598'COUNTY, COUNTY COURTHOUSE, BUFFALO, WY 82834.  AIRPORT MANAGER IS JIM
 PW0598'MC LAUGHLIN, PHONE 307-684-9672.
 PW0598'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 25
 PW0598'AND STATE HIGHWAY 16 (EXIT 299) AT BUFFALO, GO WEST ON HIGHWAY 16 FOR
 PW0598'0.26 KM (0.16 MI) TO A CROSSROAD.  TURN RIGHT, NORTHWEST, ON NORTH
 PW0598'BY-PASS ROAD FOR 1.00 KM (0.62 MI) TO A T-ROAD.  TURN RIGHT, NORTH,
 PW0598'ON OLD HIGHWAY FOR 0.12 KM (0.07 MI) TO A CROSSROAD (FAIRGROUNDS
 PW0598'ENTRANCE ON THE RIGHT).  TURN LEFT, THEN RIGHT, NORTHERLY, ON AIRPORT
 PW0598'ROAD FOR 2.58 KM (1.60 MI) TO ROAD END AT AIRPORT PARKING AREA.
 PW0598'CONTINUE AHEAD, SOUTHWEST, FOR 0.04 KM (0.02 MI) TO THE PERIMTER
 PW0598'FENCE AND GATE.  PASS THROUGH GATE THEN BEAR RIGHT ON APRON FOR 0.07
 PW0598'KM (0.04 MI) TO A CONNECTOR ON THE LEFT.  TURN LEFT, SOUTHWEST, ON
 PW0598'CONNECTOR FOR 0.07 KM (0.04 MI) TO THE RUNWAY.  CROSS RUNWAY THEN
 PW0598'TURN RIGHT, NORTHWEST, ALONGSIDE RUNWAY FOR 0.90 KM (0.56 MI) TO THE
 PW0598'STATION ON THE LEFT.
 PW0598'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 PW0598'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 PW0598'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 PW0598'IS 69.3 M (227.4 FT) SOUTHWEST FROM THE RUNWAY CENTER, 1.3 M
 PW0598'(4.3 FT) SOUTHWEST FROM THE SOUTH END OF THE TRAFFIC PATTERN
 PW0598'INDICATOR, 1.9 M (6.2 FT) SOUTHEAST FROM A WOOD FENCE POST AT BEND IN
 PW0598'FENCE, 17.1 M (56.1 FT) SOUTHEAST FROM A T-FENCE CORNER, 44.5 M
 PW0598'(146.0 FT) NORTH FROM A POST AT A BEND IN THE ELECTRIC FENCE, 1.1
 PW0598'EAST FROM THE OLD FENCE, AND 0.9 M (3.0 FT) EAST FROM A FIBERGLASS
 PW0598'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0888 ***********************************************************************
 MR0888  DESIGNATION -  FAA FBR A
 MR0888  PID         -  MR0888
 MR0888  STATE/COUNTY-  WY/UINTA
 MR0888  USGS QUAD   -  CARTER (1964)
 MR0888
 MR0888                         *CURRENT SURVEY CONTROL
 MR0888  ___________________________________________________________________
 MR0888* NAD 83(1993)-  41 23 37.40884(N)    110 24 04.19493(W)     ADJUSTED  
 MR0888* NAVD 88     -      2137.6    (meters)    7013.     (feet)  VERTCON   
 MR0888  ___________________________________________________________________
 MR0888  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 MR0888  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 MR0888
 MR0888  HORZ ORDER  -  THIRD
 MR0888
 MR0888.This mark is at Fort Bridger Airport (FBR)
 MR0888
 MR0888.The horizontal coordinates were established by GPS observations
 MR0888.and adjusted by the National Geodetic Survey in January 1997..
 MR0888
 MR0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0888
 MR0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0888
 MR0888.The geoid height was determined by GEOID03.
 MR0888
 MR0888;                    North         East     Units Scale Factor Converg.
 MR0888;SPC WY W     -   199,293.247   773,420.556   MT  0.99994619   -0 12 36.6
 MR0888;UTM  12      - 4,582,638.726   550,062.147   MT  0.99963084   +0 23 45.5
 MR0888
 MR0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0888!SPC WY W     -   0.99966709  x   0.99994619  =   0.99961330
 MR0888!UTM  12      -   0.99966709  x   0.99963084  =   0.99929805
 MR0888
 MR0888                          SUPERSEDED SURVEY CONTROL
 MR0888
 MR0888  NAD 83(1986)-  41 23 37.39587(N)    110 24 04.18649(W) AD(       ) 3
 MR0888  NGVD 29 (01/15/93) 2136.3    (m)         7009.     (f) GPS OBS        
 MR0888
 MR0888.Superseded values are not recommended for survey control.
 MR0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0888.See file dsdata.txt to determine how the superseded data were derived.
 MR0888
 MR0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5006282639(NAD 83)
 MR0888_MARKER: I = METAL ROD
 MR0888_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0888_SP_SET: STAINLESS STEEL ROD
 MR0888_STAMPING: FAA FBR A 1992
 MR0888_MARK LOGO: NGS   
 MR0888_PROJECTION: FLUSH
 MR0888_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0888+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MR0888_ROD/PIPE-DEPTH: 5.49 meters
 MR0888
 MR0888  HISTORY     - Date     Condition        Report By
 MR0888  HISTORY     - 1992     MONUMENTED       NGS
 MR0888
 MR0888                          STATION DESCRIPTION
 MR0888
 MR0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MR0888'STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTHEAST OF FORT BRIDGER, 5 KM
 MR0888'(3.1 MI) SOUTH OF CARTER, AT THE FORT BRIDGER AIRPORT, BETWEEN THE
 MR0888'PAVED RUNWAY AND AIRPORT PERIMETER SOUTHWEST OF THE WINDSOCK ON A
 MR0888'FLAT, SAGEBRUSH COVERED AREA.  OWNERSHIP--UINTA COUNTY AIRPORT
 MR0888'COMMISSION, FORT BRIDGER, WY 82933. AIRPORT MANAGER IS TERRY
 MR0888'SCHAEFER, PHONE 307-782-3160.
 MR0888'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 MR0888'AND STATE HIGHWAYS 412 AND 414 (EXIT 39), BETWEEN LYMAN AND FORT
 MR0888'BRIDGER, GO NORTH ON HIGHWAY 412 FOR 5.90 KM (3.67 MI) TO A GRAVEL
 MR0888'ROAD LEFT AT TOP OF GRADE.  TURN LEFT, WESTERLY, ON ROAD FOR 2.28 KM
 MR0888'(1.42 MI) TO A CATTLE GAURD.  CONTINUE AHEAD ON PAVEMENT FOR 0.10 KM
 MR0888'(0.06 MI) TO AIRPORT OFFICE ON THE RIGHT AND TAXI ON THE LEFT.  TURN
 MR0888'LEFT, SOUTHEAST, ON TAXI FOR 0.04 KM (0.02 MI) TO RUNWAY END 22. PASS
 MR0888'AROUND RUNWAY END ON GRAVEL TO SOUTHEAST SIDE OF RUNWAY.  TURN RIGHT,
 MR0888'SOUTHWEST, ALONGSIDE RUNWAY FOR 0.46 KM (0.29 MI) TO THE STATION ON
 MR0888'THE LEFT JUST INSIDE PERIMETER FENCE.
 MR0888'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 MR0888'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 MR0888'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 MR0888'IS 112.7 M (369.7 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY, 9.5 M
 MR0888'(31.2 FT) NORTHWEST FROM THE NORTHEAST ONE OF TWO STEEL BRACE POSTS
 MR0888'IN PERIMETER FENCE, 0.6 M (2.0 FT) EAST FROM A FIBERGLASS WITNESS
 MR0888'POST, AND 0.7 M (2.3 FT) WEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1346 ***********************************************************************
 MO1346  PACS        -  This is a Primary Airport Control Station.
 MO1346  DESIGNATION -  FAA LAR A
 MO1346  PID         -  MO1346
 MO1346  STATE/COUNTY-  WY/ALBANY
 MO1346  USGS QUAD   -  LARAMIE SW (1978)
 MO1346
 MO1346                         *CURRENT SURVEY CONTROL
 MO1346  ___________________________________________________________________
 MO1346* NAD 83(1993)-  41 18 39.31255(N)    105 40 40.47389(W)     ADJUSTED  
 MO1346* NAVD 88     -      2217.11   (meters)    7274.0    (feet)  GPS OBS   
 MO1346  ___________________________________________________________________
 MO1346  X           -  -1,296,971.686 (meters)                     COMP
 MO1346  Y           -  -4,620,962.118 (meters)                     COMP
 MO1346  Z           -   4,189,877.657 (meters)                     COMP
 MO1346  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 MO1346  ELLIP HEIGHT-        2205.66  (meters)          (04/29/02) GPS OBS
 MO1346  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 MO1346
 MO1346  HORZ ORDER  -  B
 MO1346  ELLP ORDER  -  THIRD     CLASS I
 MO1346
 MO1346.This mark is at Laramie Regional Airport (LAR)
 MO1346
 MO1346.The horizontal coordinates were established by GPS observations
 MO1346.and adjusted by the National Geodetic Survey in April 2002..
 MO1346
 MO1346.The orthometric height was determined by GPS observations and a
 MO1346.high-resolution geoid model.
 MO1346
 MO1346.GPS derived orthometric heights for airport stations designated as
 MO1346.PACS or SACS are published to 2 decimal places.  This maintains
 MO1346.centimeter relative accuracy between the PACS and SACS.  It does
 MO1346.not indicate centimeter accuracy relative to other marks which are
 MO1346.part of the NAVD 88 network.
 MO1346
 MO1346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO1346
 MO1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1346
 MO1346.The ellipsoidal height was determined by GPS observations
 MO1346.and is referenced to NAD 83.
 MO1346
 MO1346.The geoid height was determined by GEOID03.
 MO1346
 MO1346;                    North         East     Units Scale Factor Converg.
 MO1346;SPC WY E     -    90,174.824   157,191.863   MT  0.99996004   -0 20 15.0
 MO1346;UTM  13      - 4,573,494.695   443,255.367   MT  0.99963963   -0 26 51.1
 MO1346
 MO1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1346!SPC WY E     -   0.99965415  x   0.99996004  =   0.99961421
 MO1346!UTM  13      -   0.99965415  x   0.99963963  =   0.99929391
 MO1346
 MO1346:                Primary Azimuth Mark                     Grid Az
 MO1346:SPC WY E     -  LAR ARP                                  052 16 22.9
 MO1346:UTM  13      -  LAR ARP                                  052 22 59.0
 MO1346
 MO1346|---------------------------------------------------------------------|
 MO1346| PID    Reference Object                     Distance      Geod. Az  |
 MO1346|                                                           dddmmss.s |
 MO1346| MO1345 LAR ARP                             454.925 METERS 0515607.9 |
 MO1346|---------------------------------------------------------------------|
 MO1346
 MO1346                          SUPERSEDED SURVEY CONTROL
 MO1346
 MO1346  NAD 83(1993)-  41 18 39.31220(N)    105 40 40.47429(W) AD(       ) 3
 MO1346  NAD 83(1986)-  41 18 39.29639(N)    105 40 40.47364(W) AD(       ) 3
 MO1346  NGVD 29 (01/15/93) 2216.1    (m)         7271.     (f) GPS OBS        
 MO1346
 MO1346.Superseded values are not recommended for survey control.
 MO1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1346.See file dsdata.txt to determine how the superseded data were derived.
 MO1346
 MO1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4325573495(NAD 83)
 MO1346_MARKER: I = METAL ROD
 MO1346_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MO1346_SP_SET: STAINLESS STEEL ROD
 MO1346_STAMPING: FAA LAR A 1992
 MO1346_MARK LOGO: NGS   
 MO1346_PROJECTION: FLUSH
 MO1346_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO1346+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 MO1346_ROD/PIPE-DEPTH: 7.5  meters
 MO1346_SLEEVE-DEPTH  : 0.90 meters
 MO1346
 MO1346  HISTORY     - Date     Condition        Report By
 MO1346  HISTORY     - 1992     MONUMENTED       NGS
 MO1346  HISTORY     - 19930630 GOOD             NGS
 MO1346  HISTORY     - 20010730 GOOD             NGS
 MO1346  HISTORY     - 20020616 GOOD             NGS
 MO1346
 MO1346                          STATION DESCRIPTION
 MO1346
 MO1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MO1346'STATION IS LOCATED ABOUT 7 KM (4.3 MI) WEST OF LARAMIE, AT THE GENERAL
 MO1346'BREES FIELD AIRPORT, ABOUT 550 M (1804.5 FT) SOUTHWEST OF RUNWAY
 MO1346'12-30, IN THE MEDIAN OF RUNWAY 3-21 AND D TAXI, AT A CONNECTOR.
 MO1346'OWNERSHIP--CITY OF LARAMIE AND ALBANY COUNTY, LARAMIE , WY 82070.
 MO1346'BUSINESS MANAGER IS JACK SKINNER, OPERATIONS MANAGER IS MIKE SMITH,
 MO1346'PHONE 307-742-4164.
 MO1346'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 MO1346'AND STATE HIGHWAYS 130 AND 230 (EXIT 311) ON THE WEST SIDE OF
 MO1346'LARAMIE, GO WEST ON HIGHWAYS 130 AND 230 FOR 1.17 KM (0.73 MI) TO A
 MO1346'FORK.  TURN RIGHT, NORTHERLY, ON HIGHWAY 130 FOR 4.50 KM (2.80 MI) TO
 MO1346'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHERLY, FOR 0.75 KM
 MO1346'(0.47 MI) TO ROAD END AT PARKING LOT AND TERMINAL BUILDING ON THE
 MO1346'LEFT.  AIRPORT PERSONNEL WILL DIRECT YOU TO THE STATION.
 MO1346'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 MO1346'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 MO1346'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 MO1346'IS 26.0 M (85.3 FT) SOUTHEAST FROM THE CENTER OF D TAXI, 32.0 M
 MO1346'(105.0 FT) NORTHEAST FROM THE CONNECTOR CENTER AT STOP LINE, 21.9 M
 MO1346'(71.9 FT) NORTH-NORTHWEST FROM THE NORTH END OF AN ILLUMINATED 21-3
 MO1346'SIGN, 10.6 M (34.8 FT) EAST FROM THE CURVED PAVEMENT EDGE, 17.5 M
 MO1346'(57.4 FT) WEST-SOUTHWEST FROM THE NORTHEAST END OF THE NORTHWEST ONE
 MO1346'OF THREE CONCRETE DRAINAGE PIPES, AND 1.0 M (3.3 FT) WEST FROM A
 MO1346'FIBERGLASS WITNESS POST.
 MO1346
 MO1346                          STATION RECOVERY (1993)
 MO1346
 MO1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MO1346'THE STATION IS LOCATED SOUTHWEST OF THE CENTER OF THE AIRPORT NEAR THE
 MO1346'INTERSECTION OF TAXIWAY D, THE 3-21 PARALLEL AND TAXIWAY E, THE FIRST
 MO1346'CONNECTOR SOUTHWEST OF THE RUNWAY INTERSECTION.  IT IS 85.9 FT. (26.2
 MO1346'M) NORTHEAST OF THE CL OF TXY E AND 84.7 FT.  (25.8 M) SOUTHEAST OF
 MO1346'THE CL OF TXY D.  IT IS 72.0 FT.  (21.9 M) NORTHWEST OF THE NORTHEAST
 MO1346'END OF A SIGN AT THE HOLD BAR ON TXY E.  59.1 FT. (18.0 M) SOUTH OF
 MO1346'THE SOUTHEAST END OF A SIGN ALONG TXY D, 32.5 FT. (9.9 M) NORTHEAST OF
 MO1346'THE FIRST TAXIWAY LIGHT ON TXY E AND ON RANGE WITH THIS PAIR OF
 MO1346'LIGHTS.  IT IS A PUNCH MARK IN THE TOP OF A STAINLESS STEEL ROD SET IN
 MO1346'AN NGS LOGO CAP STAMPED FAA LAR A 1992 AND SET FLUSH WITH THE GROUND
 MO1346'AND 3.3 FT.  (1.0 M) WEST OF A CARSONITE WITNESS POST.
 MO1346
 MO1346                          STATION RECOVERY (2001)
 MO1346
 MO1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 MO1346'RECOVERED AS DESCIBED.  ADD--TURN LEFT, SOUTHERLY, FOR 0.7 MI TO A
 MO1346'ROAD LEADING PAST THE BEACON. TURN LEFT, EAST, ON THE ROAD FOR 0.1
 MO1346'MI TO A LOCKED GATE AT THE APRON.  PASS THROUGH THE GATE, THEN
 MO1346'TURN RIGHT, SOUTHWEST, ACROSS THE APRON FOR 0.1 TO TAXI B.  TURN
 MO1346'LEFT, SOUTH, THEN SOUTHWEST, ALONG TAXI B FOR 0.35 MI TO THE STATION
 MO1346'ON THE LEFT JUST AFTER CROSSING RUNWAY 12-30.
 MO1346'THE PREVIOUS MEASUREMENTS ARE GOOD.
 MO1346'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 MO1346' 
 MO1346' 
 MO1346'
 MO1346
 MO1346                          STATION RECOVERY (2002)
 MO1346
 MO1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ED)
 MO1346'RECOVERED AS DESCRIBED
 MO1346'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0774 ***********************************************************************
 NQ0774  DESIGNATION -  FAA LSK A
 NQ0774  PID         -  NQ0774
 NQ0774  STATE/COUNTY-  WY/NIOBRARA
 NQ0774  USGS QUAD   -  LUSK (1981)
 NQ0774
 NQ0774                         *CURRENT SURVEY CONTROL
 NQ0774  ___________________________________________________________________
 NQ0774* NAD 83(1993)-  42 45 14.60444(N)    104 24 23.57391(W)     ADJUSTED  
 NQ0774* NAVD 88     -      1509.8    (meters)    4953.     (feet)  VERTCON   
 NQ0774  ___________________________________________________________________
 NQ0774  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 NQ0774  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NQ0774
 NQ0774  HORZ ORDER  -  THIRD
 NQ0774
 NQ0774.The horizontal coordinates were established by GPS observations
 NQ0774.and adjusted by the National Geodetic Survey in January 1997..
 NQ0774
 NQ0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0774
 NQ0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0774
 NQ0774.The geoid height was determined by GEOID03.
 NQ0774
 NQ0774;                    North         East     Units Scale Factor Converg.
 NQ0774;SPC WY E     -   250,613.774   262,223.677   MT  0.99998512   +0 30 57.7
 NQ0774;UTM  13      - 4,733,674.547   548,563.817   MT  0.99962901   +0 24 10.3
 NQ0774
 NQ0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0774!SPC WY E     -   0.99976554  x   0.99998512  =   0.99975066
 NQ0774!UTM  13      -   0.99976554  x   0.99962901  =   0.99939463
 NQ0774
 NQ0774:                Primary Azimuth Mark                     Grid Az
 NQ0774:SPC WY E     -  FAA LSK B                                113 59 21.4
 NQ0774:UTM  13      -  FAA LSK B                                114 06 08.8
 NQ0774
 NQ0774|---------------------------------------------------------------------|
 NQ0774| PID    Reference Object                     Distance      Geod. Az  |
 NQ0774|                                                           dddmmss.s |
 NQ0774| NQ0775 FAA LSK B                           APPROX. 0.8 KM 1143019.1 |
 NQ0774|---------------------------------------------------------------------|
 NQ0774
 NQ0774                          SUPERSEDED SURVEY CONTROL
 NQ0774
 NQ0774  NAD 83(1986)-  42 45 14.58139(N)    104 24 23.56296(W) AD(       ) 3
 NQ0774  NGVD 29 (01/15/93) 1509.1    (m)         4951.     (f) GPS OBS        
 NQ0774
 NQ0774.Superseded values are not recommended for survey control.
 NQ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0774.See file dsdata.txt to determine how the superseded data were derived.
 NQ0774
 NQ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH4856433675(NAD 83)
 NQ0774_MARKER: I = METAL ROD
 NQ0774_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0774_SP_SET: STAINLESS STEEL ROD
 NQ0774_STAMPING: FAA LSK A 1992
 NQ0774_MARK LOGO: NGS   
 NQ0774_PROJECTION: FLUSH
 NQ0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0774+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NQ0774_ROD/PIPE-DEPTH: 5.64 meters
 NQ0774
 NQ0774  HISTORY     - Date     Condition        Report By
 NQ0774  HISTORY     - 1992     MONUMENTED       NGS
 NQ0774
 NQ0774                          STATION DESCRIPTION
 NQ0774
 NQ0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NQ0774'STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) EAST-SOUTHEAST OF LUSK, AT
 NQ0774'THE LUSK MUNICIPAL AIRPORT, ALONG THE TAXI BETWEEN THE APRON AND
 NQ0774'RUNWAY, AT THE STOP LINE.  OWNERSHIP--TOWN OF LUSK, BOX 390, LUSK, WY
 NQ0774'82225. AIRPORT MANAGERS ARE TED AND CHERYL JENSON, PHONE
 NQ0774'307-334-3137.
 NQ0774'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 18, 85 AND 20 IN EAST
 NQ0774'LUSK, GO EASTERLY ON HIGHWAY 20 FOR 3.72 KM (2.31 MI) TO THE AIRPORT
 NQ0774'ENTRANCE ON THE LEFT.  TURN LEFT, NORTHEAST, ACROSS RAILROAD TRACK
 NQ0774'THEN RIGHT, SOUTHEAST, ON ROAD FOR 0.17 KM (0.11 MI) TO ROAD END AT
 NQ0774'AIRPORT APRON.  TURN LEFT, NORTHEASTERLY, ON APRON AND TAXI FOR 0.09
 NQ0774'KM (0.06 MI) TO THE STOP LINE AND THE STATION ON THE RIGHT.
 NQ0774'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 NQ0774'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 NQ0774'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 NQ0774'IS 46.6 M (152.9 FT) SOUTHWEST FROM THE RUNWAY CENTER, 11.9 M
 NQ0774'(39.0 FT) SOUTHEAST FROM THE TAXI CENTER AT STOP LINE, 5.1 M
 NQ0774'(16.7 FT) WEST FROM THE SOUTHEAST END OF A CONCRETE DRAIN PIPE, 8.2 M
 NQ0774'(26.9 FT) EAST FROM A TAXI LIGHT, AND 1.2 M (3.9 FT)  NORTHWEST FROM
 NQ0774'A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0775 ***********************************************************************
 NQ0775  DESIGNATION -  FAA LSK B
 NQ0775  PID         -  NQ0775
 NQ0775  STATE/COUNTY-  WY/NIOBRARA
 NQ0775  USGS QUAD   -  LUSK (1981)
 NQ0775
 NQ0775                         *CURRENT SURVEY CONTROL
 NQ0775  ___________________________________________________________________
 NQ0775* NAD 83(1993)-  42 45 03.26614(N)    104 23 49.82742(W)     ADJUSTED  
 NQ0775* NAVD 88     -      1509.3    (meters)    4952.     (feet)  VERTCON   
 NQ0775  ___________________________________________________________________
 NQ0775  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 NQ0775  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NQ0775
 NQ0775  HORZ ORDER  -  THIRD
 NQ0775
 NQ0775.The horizontal coordinates were established by GPS observations
 NQ0775.and adjusted by the National Geodetic Survey in January 1997..
 NQ0775
 NQ0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0775
 NQ0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0775
 NQ0775.The geoid height was determined by GEOID03.
 NQ0775
 NQ0775;                    North         East     Units Scale Factor Converg.
 NQ0775;SPC WY E     -   250,270.873   262,994.233   MT  0.99998630   +0 31 20.5
 NQ0775;UTM  13      - 4,733,330.248   549,333.420   MT  0.99962994   +0 24 33.2
 NQ0775
 NQ0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0775!SPC WY E     -   0.99976562  x   0.99998630  =   0.99975193
 NQ0775!UTM  13      -   0.99976562  x   0.99962994  =   0.99939565
 NQ0775
 NQ0775:                Primary Azimuth Mark                     Grid Az
 NQ0775:SPC WY E     -  FAA LSK A                                293 59 21.5
 NQ0775:UTM  13      -  FAA LSK A                                294 06 08.8
 NQ0775
 NQ0775|---------------------------------------------------------------------|
 NQ0775| PID    Reference Object                     Distance      Geod. Az  |
 NQ0775|                                                           dddmmss.s |
 NQ0775| NQ0774 FAA LSK A                           APPROX. 0.8 KM 2943042.0 |
 NQ0775|---------------------------------------------------------------------|
 NQ0775
 NQ0775                          SUPERSEDED SURVEY CONTROL
 NQ0775
 NQ0775  NAD 83(1986)-  42 45 03.24310(N)    104 23 49.81648(W) AD(       ) 3
 NQ0775  NGVD 29 (01/15/93) 1508.6    (m)         4949.     (f) GPS OBS        
 NQ0775
 NQ0775.Superseded values are not recommended for survey control.
 NQ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0775.See file dsdata.txt to determine how the superseded data were derived.
 NQ0775
 NQ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH4933333330(NAD 83)
 NQ0775_MARKER: I = METAL ROD
 NQ0775_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NQ0775_SP_SET: STAINLESS STEEL ROD
 NQ0775_STAMPING: FAA LSK B 1992
 NQ0775_MARK LOGO: NGS   
 NQ0775_PROJECTION: FLUSH
 NQ0775_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0775+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NQ0775_ROD/PIPE-DEPTH: 3.35 meters
 NQ0775
 NQ0775  HISTORY     - Date     Condition        Report By
 NQ0775  HISTORY     - 1992     MONUMENTED       NGS
 NQ0775
 NQ0775                          STATION DESCRIPTION
 NQ0775
 NQ0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NQ0775'STATION IS LOCATED ABOUT 8 KM (5.0 MI) EAST-SOUTHEAST OF LUSK, AT THE
 NQ0775'LUSK MUNICIPAL AIRPORT, NEAR THE END OF RUNWAY 28, ADJACENT TO THE
 NQ0775'FRONT VASI.  OWNERSHIP--TOWN OF LUSK, BOX 390, LUSK, WY 82225.
 NQ0775'AIRPORT MANAGERS ARE TED AND CHERYL JENSON, PHONE 307-334-3137.
 NQ0775'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 18, 85 AND 20 IN EAST
 NQ0775'LUSK, GO EASTERLY ON HIGHWAY 20 FOR 3.72 KM (2.31 MI) TO THE AIRPORT
 NQ0775'ENTRANCE ON THE LEFT.  TURN LEFT, NORTHEAST, ACROSS RAILROAD TRACK
 NQ0775'THEN RIGHT, SOUTHEAST, ON ROAD FOR 0.17 KM (0.11 MI) TO ROAD END AT
 NQ0775'AIRPORT APRON.  TURN LEFT, NORTHEASTERLY, ON APRON AND TAXI FOR 0.13
 NQ0775'KM (0.08 MI) TO THE RUNWAY.  TURN RIGHT, SOUTHEAST, ALONGSIDE RUNWAY
 NQ0775'FOR 0.85 KM (0.53 MI) TO THE STATION ON THE RIGHT.
 NQ0775'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 NQ0775'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 NQ0775'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 NQ0775'IS 30.6 M (100.4 FT) SOUTHWEST FROM THE RUNWAY CENTER, 88.3 M
 NQ0775'(289.7 FT) WEST FROM THE SOUTHEAST CORNER OF THE RUNWAY, 16.6 M
 NQ0775'(54.5 FT) SOUTHWEST FROM THE SECOND RUNWAY LIGHT, 3.7 M (12.1 FT)
 NQ0775'SOUTHWEST FROM THE SOUTH CORNER OF THE FRONT VASI, AND 0.9 M (3.0 FT)
 NQ0775'NORTH-NORTHEAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0702 ***********************************************************************
 MP0702  DESIGNATION -  FAA SAA A
 MP0702  PID         -  MP0702
 MP0702  STATE/COUNTY-  WY/CARBON
 MP0702  USGS QUAD   -  SARATOGA (1961)
 MP0702
 MP0702                         *CURRENT SURVEY CONTROL
 MP0702  ___________________________________________________________________
 MP0702* NAD 83(1993)-  41 26 48.53964(N)    106 49 00.70143(W)     ADJUSTED  
 MP0702* NAVD 88     -      2095.0    (meters)    6873.     (feet)  VERTCON   
 MP0702  ___________________________________________________________________
 MP0702  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 MP0702  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 MP0702
 MP0702  HORZ ORDER  -  THIRD
 MP0702
 MP0702.This mark is at Shively Field Airport (SAA)
 MP0702
 MP0702.The horizontal coordinates were established by GPS observations
 MP0702.and adjusted by the National Geodetic Survey in January 1997..
 MP0702
 MP0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0702
 MP0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0702
 MP0702.The geoid height was determined by GEOID03.
 MP0702
 MP0702;                    North         East     Units Scale Factor Converg.
 MP0702;SPC WYEC     -   205,269.376   443,156.057   MT  0.99996041   +0 20 30.7
 MP0702;UTM  13      - 4,589,952.937   348,232.512   MT  0.99988346   -1 12 10.3
 MP0702
 MP0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0702!SPC WYEC     -   0.99967342  x   0.99996041  =   0.99963384
 MP0702!UTM  13      -   0.99967342  x   0.99988346  =   0.99955692
 MP0702
 MP0702:                Primary Azimuth Mark                     Grid Az
 MP0702:SPC WYEC     -  FAA SAA B                                066 29 15.6
 MP0702:UTM  13      -  FAA SAA B                                068 01 56.6
 MP0702
 MP0702|---------------------------------------------------------------------|
 MP0702| PID    Reference Object                     Distance      Geod. Az  |
 MP0702|                                                           dddmmss.s |
 MP0702| MP0703 FAA SAA B                           APPROX. 0.6 KM 0664946.3 |
 MP0702|---------------------------------------------------------------------|
 MP0702
 MP0702                          SUPERSEDED SURVEY CONTROL
 MP0702
 MP0702  NAD 83(1986)-  41 26 48.52927(N)    106 49 00.69385(W) AD(       ) 3
 MP0702  NGVD 29 (01/15/93) 2093.8    (m)         6869.     (f) GPS OBS        
 MP0702
 MP0702.Superseded values are not recommended for survey control.
 MP0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0702.See file dsdata.txt to determine how the superseded data were derived.
 MP0702
 MP0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF4823389953(NAD 83)
 MP0702_MARKER: I = METAL ROD
 MP0702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0702_SP_SET: STAINLESS STEEL ROD
 MP0702_STAMPING: FAA SAA A 1992
 MP0702_MARK LOGO: NGS   
 MP0702_PROJECTION: FLUSH
 MP0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0702+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MP0702_ROD/PIPE-DEPTH: 2.43 meters
 MP0702
 MP0702  HISTORY     - Date     Condition        Report By
 MP0702  HISTORY     - 1992     MONUMENTED       NGS
 MP0702
 MP0702                          STATION DESCRIPTION
 MP0702
 MP0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MP0702'STATION IS LOCATED ON THE WEST SIDE OF SARATOGA, AT THE SHIVLEY FIELD
 MP0702'AIRPORT, IN A VEE FORMED BY THE RUNWAY AND A TAXI, ABOUT 700 M
 MP0702'(2296.6 FT) SOUTHWEST FROM THE END OF RUNWAY 23.  OWNERSHIP--TOWN OF
 MP0702'SARATOGA, TOWN HALL, SARATOGA, WY 82331.  AIRPORT MANAGER IS KIM
 MP0702'LORENZEN, PHONE 307-326-5944.
 MP0702'TO REACH FROM THE OFFICE OF MEDICINE BOW BRUSH CREEK DISTRICT RANGER,
 MP0702'AT THE INTERSECTION OF FIRST AND ELM STREETS IN SARATOGA, GO SOUTH ON
 MP0702'STATE HIGHWAY 130 FOR 0.83 KM (0.52 MI) TO THE AIRPORT ENTRANCE ON
 MP0702'THE RIGHT.  TURN RIGHT, WEST, CROSSING A CATTLE GAURD FOR 0.05 KM
 MP0702'(0.03 MI) TO THE APRON.  BEAR HALF LEFT, SOUTHWEST, ACROSS APRON FOR
 MP0702'0.16 KM (0.10 MI) TO THE TAXI LEADING WESTERLY.  TURN RIGHT,
 MP0702'NORTHWEST, ON TAXI FOR 0.62 KM (0.39 MI) TO THE RUNWAY AND THE
 MP0702'STATION ON THE RIGHT.
 MP0702'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 MP0702'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 MP0702'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 MP0702'IS 28.4 M (93.2 FT) SOUTHEAST FROM THE RUNWAY CENTER, 21.7 M
 MP0702'(71.2 FT) NORTH-NORTHEAST FROM THE TAXI CENTER, 18.7 M (61.4 FT) EAST
 MP0702'FROM THE CURVED PAVEMENT EDGE, 13.9 M (45.6 FT) SOUTHEAST FROM A
 MP0702'RUNWAY LIGHT, 13.1 M (43.0 FT) NORTH-NORTHEAST FROM A TAXI LIGHT, AND
 MP0702'1.2 M (3.9 FT) WEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0703 ***********************************************************************
 MP0703  DESIGNATION -  FAA SAA B
 MP0703  PID         -  MP0703
 MP0703  STATE/COUNTY-  WY/CARBON
 MP0703  USGS QUAD   -  SARATOGA (1961)
 MP0703
 MP0703                         *CURRENT SURVEY CONTROL
 MP0703  ___________________________________________________________________
 MP0703* NAD 83(1993)-  41 26 56.61718(N)    106 48 35.61454(W)     ADJUSTED  
 MP0703* NAVD 88     -      2086.9    (meters)    6847.     (feet)  VERTCON   
 MP0703  ___________________________________________________________________
 MP0703  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 MP0703  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 MP0703
 MP0703  HORZ ORDER  -  THIRD
 MP0703
 MP0703.This mark is at Shively Field Airport (SAA)
 MP0703
 MP0703.The horizontal coordinates were established by GPS observations
 MP0703.and adjusted by the National Geodetic Survey in January 1997..
 MP0703
 MP0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0703
 MP0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0703
 MP0703.The geoid height was determined by GEOID03.
 MP0703
 MP0703;                    North         East     Units Scale Factor Converg.
 MP0703;SPC WYEC     -   205,522.057   443,736.842   MT  0.99996103   +0 20 47.4
 MP0703;UTM  13      - 4,590,189.852   348,819.852   MT  0.99988127   -1 11 53.9
 MP0703
 MP0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0703!SPC WYEC     -   0.99967469  x   0.99996103  =   0.99963573
 MP0703!UTM  13      -   0.99967469  x   0.99988127  =   0.99955600
 MP0703
 MP0703:                Primary Azimuth Mark                     Grid Az
 MP0703:SPC WYEC     -  FAA SAA A                                246 29 15.5
 MP0703:UTM  13      -  FAA SAA A                                248 01 56.8
 MP0703
 MP0703|---------------------------------------------------------------------|
 MP0703| PID    Reference Object                     Distance      Geod. Az  |
 MP0703|                                                           dddmmss.s |
 MP0703| MP0702 FAA SAA A                           APPROX. 0.6 KM 2465002.9 |
 MP0703|---------------------------------------------------------------------|
 MP0703
 MP0703                          SUPERSEDED SURVEY CONTROL
 MP0703
 MP0703  NAD 83(1986)-  41 26 56.60680(N)    106 48 35.60696(W) AD(       ) 3
 MP0703  NGVD 29 (01/15/93) 2085.8    (m)         6843.     (f) GPS OBS        
 MP0703
 MP0703.Superseded values are not recommended for survey control.
 MP0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0703.See file dsdata.txt to determine how the superseded data were derived.
 MP0703
 MP0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF4882090190(NAD 83)
 MP0703_MARKER: I = METAL ROD
 MP0703_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0703_SP_SET: STAINLESS STEEL ROD
 MP0703_STAMPING: FAA SAA B 1992
 MP0703_MARK LOGO: NGS   
 MP0703_PROJECTION: FLUSH
 MP0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0703+SATELLITE: SATELLITE OBSERVATIONS - 1992
 MP0703_ROD/PIPE-DEPTH: 3.20 meters
 MP0703
 MP0703  HISTORY     - Date     Condition        Report By
 MP0703  HISTORY     - 1992     MONUMENTED       NGS
 MP0703
 MP0703                          STATION DESCRIPTION
 MP0703
 MP0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MP0703'STATION IS LOCATED ON THE WEST SIDE OF SARATOGA, AT THE SHIVLEY FIELD
 MP0703'AIRPORT, IN A VEE FORMED BY THE RUNWAY AND A TAXI, NEAR THE END OF
 MP0703'RUNWAY 23.  OWNERSHIP--TOWN OF SARATOGA, TOWN HALL, SARATOGA, WY
 MP0703'82331.  AIRPORT MANAGER IS KIM LORENZEN, PHONE 307-326-5944.
 MP0703'TO REACH FROM THE OFFICE OF MEDICINE BOW BRUSH CREEK DISTRICT RANGER,
 MP0703'AT THE INTERSECTION OF FIRST AND ELM STREETS, GO SOUTH ON STATE
 MP0703'HIGHWAY 130 FOR 0.83 KM (0.52 MI) TO THE AIRPORT ENTRANCE ON THE
 MP0703'RIGHT.  TURN RIGHT, WEST, CROSSING A CATTLE GAURD FOR 0.05 KM
 MP0703'(0.03 MI) TO THE APRON.  CONTINUE AHEAD, WEST, ACROSS APRON FOR 0.16
 MP0703'KM (0.10 MI) TO THE NORTH-SOUTH TAXI. TURN RIGHT, NORTH, ON TAXI FOR
 MP0703'0.34 KM (0.21 MI) TO THE RUNWAY STOP LINE AND THE STATION ON THE
 MP0703'LEFT.
 MP0703'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 MP0703'2.5 CM GREASE FILLED SLEEVE 90.CM LONG ENCASED IN A 12.7 CM PVC PIPE
 MP0703'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 MP0703'IS 37.8 M (124.0 FT) SOUTHEAST FROM THE RUNWAY CENTER, 24.4 M
 MP0703'(80.1 FT) WEST FROM THE TAXI CENTER AT STOP LINE, 22.7 M (74.5 FT)
 MP0703'SOUTH FROM THE CURVED PAVEMENT EDGE, 24.3 M (79.7 FT) EAST-SOUTHEAST
 MP0703'FROM A RUNWAY LIGHT, 15.5 M (50.9 FT) WEST-SOUTHWEST FROM A TAXI
 MP0703'LIGHT, AND 1.2 M (3.9 FT) EAST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1269 ***********************************************************************
 MO1269  DESIGNATION -  FALL
 MO1269  PID         -  MO1269
 MO1269  STATE/COUNTY-  WY/ALBANY
 MO1269  USGS QUAD   -  BEST RANCH (1978)
 MO1269
 MO1269                         *CURRENT SURVEY CONTROL
 MO1269  ___________________________________________________________________
 MO1269* NAD 83(1993)-  41 02 41.66258(N)    105 35 25.37448(W)     ADJUSTED  
 MO1269* NAVD 88     -      2644.9    (meters)    8677.     (feet)  VERTCON   
 MO1269  ___________________________________________________________________
 MO1269  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 MO1269  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 MO1269
 MO1269  HORZ ORDER  -  SECOND
 MO1269
 MO1269.The horizontal coordinates were established by classical geodetic methods
 MO1269.and adjusted by the National Geodetic Survey in January 1997..
 MO1269
 MO1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1269
 MO1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1269
 MO1269.The geoid height was determined by GEOID03.
 MO1269
 MO1269;                    North         East     Units Scale Factor Converg.
 MO1269;SPC WY E     -    60,594.289   164,377.037   MT  0.99995311   -0 16 41.6
 MO1269;SPC CO N     -   494,853.544   906,802.302   MT  1.00005293   -0 03 30.2
 MO1269;SPC CO N     - 1,623,532.00  2,975,067.22   sFT  1.00005293   -0 03 30.2
 MO1269;UTM  13      - 4,543,909.971   450,381.579   MT  0.99963030   -0 23 15.7
 MO1269
 MO1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1269!SPC WY E     -   0.99958711  x   0.99995311  =   0.99954024
 MO1269!SPC CO N     -   0.99958711  x   1.00005293  =   0.99964002
 MO1269!UTM  13      -   0.99958711  x   0.99963030  =   0.99921756
 MO1269
 MO1269|---------------------------------------------------------------------|
 MO1269| PID    Reference Object                     Distance      Geod. Az  |
 MO1269|                                                           dddmmss.s |
 MO1269| MO1271 8668=GALE                             2.587 METERS 05427     |
 MO1269| MO1229 PORTLAND KANSAS CITY AWY BCN 9      APPROX. 9.6 KM 0853021.5 |
 MO1269| CQ3712 FALL AZ MK                                         0942419.7 |
 MO1269| MO1268 GALE RM 1                             4.845 METERS 18616     |
 MO1269| CQ3713 FALL RM 1                             9.935 METERS 19426     |
 MO1269| MO1270 GALE RM 2                             6.936 METERS 34856     |
 MO1269|---------------------------------------------------------------------|
 MO1269
 MO1269                          SUPERSEDED SURVEY CONTROL
 MO1269
 MO1269  NAD 83(1993)-  41 02 41.65295(N)    105 35 25.37072(W) AD(       ) 2
 MO1269  NAD 83(1986)-  41 02 41.65188(N)    105 35 25.37081(W) AD(       ) 2
 MO1269  NAD 27      -  41 02 41.71800(N)    105 35 23.39700(W) AD(       ) 2
 MO1269  NGVD 29 (07/19/86) 2643.7    (m)         8674.     (f) VERT ANG       
 MO1269
 MO1269.Superseded values are not recommended for survey control.
 MO1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1269.See file dsdata.txt to determine how the superseded data were derived.
 MO1269
 MO1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5038243910(NAD 83)
 MO1269_MARKER: DS = TRIANGULATION STATION DISK
 MO1269_SETTING: 66 = SET IN ROCK OUTCROP
 MO1269
 MO1269  HISTORY     - Date     Condition        Report By
 MO1269  HISTORY     - 1948     MONUMENTED       CGS
 MO1269
 MO1269                          STATION DESCRIPTION
 MO1269
 MO1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1269'STATION LOCATED ON PROMINENT, ROCKY PEAK NEAR THE NORTH END OF
 MO1269'BOULDER RIDGE, ABOUT 18 MILES AIRLINE SOUTH OF LARAMIE, 9 MILES
 MO1269'AIRLINE SOUTHWEST OF THE SIDING, ABOUT 10 FEET SOUTHWEST OF AND
 MO1269'4 FEET LOWER THAN HIGHEST POINT, PROJECTS 6 INCHES, AND STAMPED,
 MO1269'FALL 1948.
 MO1269'
 MO1269'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN STATION,
 MO1269'PROJECTS 3 FEET, AND STAMPED, FALL NO 1 1948.
 MO1269'
 MO1269'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MO1269'DISK, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 12
 MO1269'INCHES LOWER THAN STATION, PROJECTS 3 FEET, AND STAMPED,
 MO1269'GALE NO 1.
 MO1269'
 MO1269'REFERENCE MARK NO. 3 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MO1269'DISK, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 6 FEET
 MO1269'LOWER THAN STATION, PROJECTS 5 FEET, AND STAMPED, GALE NO 2.
 MO1269'
 MO1269'REFERENCE MARK NO. 4 IS A U.S. GEOLOGICAL SURVEY TRIANGULATION
 MO1269'DISK, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 30 INCHES
 MO1269'HIGHER THAN STATION, PROJECTS 12 INCHES, AND STAMPED, 8668 VA.
 MO1269'
 MO1269'AZIMUTH MARK IS LOCATED 15 PACES SOUTH OF ROAD LEADING TO
 MO1269'STATION, 3 PACES SOUTH OF A PINE TREE WITH A TRIANGLE BLAZE
 MO1269'ON IT, 2 FEET WEST OF A WHITE WITNESS POST, PROJECTS 6 INCHES,
 MO1269'AND STAMPED, FALL 1948.
 MO1269'
 MO1269'TO REACH FROM POST OFFICE IN LARAMIE, GO WEST FOR 1 BLOCK.  TURN
 MO1269'LEFT, SOUTH, AND FOLLOW U.S. HIGHWAY 287 FOR 17.65 MILES TO
 MO1269'CROSSROAD, JUST AFTER PASSING A TEXACO SERVICE STATION ON
 MO1269'RIGHT.  TURN RIGHT, ON DIRT ROAD AND GO SOUTHWESTERLY FOR 3.1
 MO1269'MILES TO FORK.  KEEP RIGHT FORK AND GO 1.65 MILE TO FORK AND
 MO1269'RANCH HOUSE.  KEEP RIGHT FORK AND GO 0.4 MILE TO AZIMUTH
 MO1269'MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE ON ROAD FOR 0.5
 MO1269'MILE TO TOP OF HILL.  TURN RIGHT, LEAVING ROAD AND GO NORTH
 MO1269'FOR 0.1 MILE TO END OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT
 MO1269'100 YARDS TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A
 MO1269'5 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0451 ***********************************************************************
 PX0451  DESIGNATION -  FANTAN
 PX0451  PID         -  PX0451
 PX0451  STATE/COUNTY-  WY/PARK
 PX0451  USGS QUAD   -  BEARTOOTH BUTTE (1991)
 PX0451
 PX0451                         *CURRENT SURVEY CONTROL
 PX0451  ___________________________________________________________________
 PX0451* NAD 83(1993)-  44 55 00.41872(N)    109 32 26.91736(W)     ADJUSTED  
 PX0451* NAVD 88     -      3047.8    (meters)    9999.     (feet)  VERTCON   
 PX0451  ___________________________________________________________________
 PX0451  LAPLACE CORR-          -9.58  (seconds)                    DEFLEC99
 PX0451  GEOID HEIGHT-          -8.37  (meters)                     GEOID03
 PX0451
 PX0451  HORZ ORDER  -  THIRD
 PX0451
 PX0451.The horizontal coordinates were established by classical geodetic methods
 PX0451.and adjusted by the National Geodetic Survey in January 1997..
 PX0451
 PX0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0451
 PX0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0451
 PX0451.The geoid height was determined by GEOID03.
 PX0451
 PX0451;                    North         East     Units Scale Factor Converg.
 PX0451;SPC WYWC     -   490,921.233   537,560.807   MT  0.99998542   -0 33 30.2
 PX0451;UTM  12      - 4,974,741.754   615,172.872   MT  0.99976311   +1 01 49.5
 PX0451
 PX0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0451!SPC WYWC     -   0.99952367  x   0.99998542  =   0.99950910
 PX0451!UTM  12      -   0.99952367  x   0.99976311  =   0.99928690
 PX0451
 PX0451:                Primary Azimuth Mark                     Grid Az
 PX0451:SPC WYWC     -  BEARTOOTH                                308 15 45.7
 PX0451:UTM  12      -  BEARTOOTH                                306 40 26.0
 PX0451
 PX0451|---------------------------------------------------------------------|
 PX0451| PID    Reference Object                     Distance      Geod. Az  |
 PX0451|                                                           dddmmss.s |
 PX0451| PX0452 BEARTOOTH                           APPROX. 6.9 KM 3074215.5 |
 PX0451|---------------------------------------------------------------------|
 PX0451
 PX0451                          SUPERSEDED SURVEY CONTROL
 PX0451
 PX0451  NAD 83(1993)-  44 55 00.41302(N)    109 32 26.90151(W) AD(       ) 3
 PX0451  NAD 83(1986)-  44 55 00.40631(N)    109 32 26.89482(W) AD(       ) 3
 PX0451  NAD 27      -  44 55 00.61491(N)    109 32 24.29451(W) AD(       ) 3
 PX0451  NGVD 29 (09/11/89) 3046.5    (m)         9995.     (f) VERT ANG       
 PX0451
 PX0451.Superseded values are not recommended for survey control.
 PX0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0451.See file dsdata.txt to determine how the superseded data were derived.
 PX0451
 PX0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1517374742(NAD 83)
 PX0451_MARKER: DS = TRIANGULATION STATION DISK
 PX0451_SETTING: 66 = SET IN ROCK OUTCROP
 PX0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0451
 PX0451  HISTORY     - Date     Condition        Report By
 PX0451  HISTORY     - 1947     MONUMENTED       USGS
 PX0451  HISTORY     - 1953     GOOD             USGS
 PX0451
 PX0451                          STATION DESCRIPTION
 PX0451
 PX0451'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0451'LOCATED IN SEC.15  T.57 N., R.105 W., ON THE E. SIDE OF THE HIGHEST
 PX0451'WOODED HILL IN THE AREA, ABOUT 0.7 MI. NW. OF FANTAN LAKE.  STATION IS
 PX0451'ON LARGE FLAT OUTCROPPING LEDGE OF ROCK ABOUT 25 FT. FROM S. END OF
 PX0451'HILL AND ON THE WESTERN EXTREMITY OF THE HILL.
 PX0451'
 PX0451'TO REACH STATION FROM RED LODGE, MONTANA, FOLLOW THE COOKE CITY
 PX0451'HIGHWAY TOWARD COOKE CITY FOR ABOUT 39.0 MI. TO A POINT WHERE A GRAVEL
 PX0451'RD. LEADS OFF TO THE N. TO ISLAND LAKE CAMP GROUND.  LEAVE TRUCK AT
 PX0451'THIS POINT AND CLIMB TO TOP OF ALMOST BARE RIDGE TO THE S. FOLLOW
 PX0451'ALONG RIDGE ABOUT 1.3 MI. TO PROMINIENT ROCKY TIMBERED RIDGE TO THE S.
 PX0451'STATION IS LOCATED ON THE E. EDGE OF HILL.
 PX0451'
 PX0451'RECOVERED BY USGS IN 1953.
 PX0451'
 PX0451'STATION MARK - STANDARD STATION TABLET IN ROCK OUTCROP AND STAMPED
 PX0451'---FANTAN 1947---.
 PX0451'
 PX0451'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1---
 PX0451'CEMENTED IN LARGE ROCK 21.88 FT. FROM STATION N 83 DEGREES
 PX0451'12 MINUTES, SW.
 PX0451'
 PX0451'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED---REF 2 ---
 PX0451'CEMENTED IN LARGE ROCK 26.69 FT. FROM STATION N 23 DEGREES
 PX0451'14 MINUTES, SE.
 PX0451
 PX0451                          STATION RECOVERY (1953)
 PX0451
 PX0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (EDE)
 PX0451'LOCATED IN SEC. 15, T 57 N, R 105 W., ON THE E. SIDE OF THE HIGHEST
 PX0451'WOODED HILL IN THE AREA, ABOUT 0.7 MI. NW. OF FANTAN LAKE.  STATION
 PX0451'IS ON LARGE FLAT OUTCROPPING LEDGE OF ROCK, ABOUT 25 FT. FROM S. END
 PX0451'OF HILL, AND ON THE EASTERN EXTREMITY OF THE HILL.
 PX0451'
 PX0451'TO REACH STATION FROM RED LODGE, MONTANA, FOLLOW THE COOKE CITY
 PX0451'HIGHWAY TOWARD COOKE CITY FOR ABOUT 39.0 MI. TO A POINT WHERE GRAVEL
 PX0451'RD. LEADS OFF TO THE N. TO ISLAND LAKE CAMP GROUND.  LEAVE TRUCK AT
 PX0451'THIS POINT AND CLIMB TO TOP OF ALMOST BARE RIDGE TO THE S., FOLLOW
 PX0451'ALONG RIDGE ABOUT 1.3 MI. TO PROMINENT ROCKY TIMBERED RIDGE TO THE
 PX0451'S.  STATION IS LOCATED ON E. EDGE OF HILL.
 PX0451'
 PX0451'RECOVERED.
 PX0451'
 PX0451'STATION MARK--STANDARD STATION TABLET, CEMENTED IN ROCK OUTCROP,
 PX0451'STAMPED ---FANTAN 1947---.
 PX0451'
 PX0451'REFERENCE MARK NO. 1--STANDARD STATION TABLET, STAMPED ---REF 1---,
 PX0451'CEMENTED IN LARGE ROCK, 21.88 FT. FROM STATION, S 83 DEG 12 MIN W.
 PX0451'
 PX0451'REFERENCE MARK NO. 2--STANDARD STATION TABLET, STAMPED ---REF 2---,
 PX0451'CEMENTED IN LARGE ROCK, 26.69 FT. FROM STATION, S 23 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0295 ***********************************************************************
 NS0295  DESIGNATION -  FARSON ET
 NS0295  PID         -  NS0295
 NS0295  STATE/COUNTY-  WY/SWEETWATER
 NS0295  USGS QUAD   -  FARSON (1980)
 NS0295
 NS0295                         *CURRENT SURVEY CONTROL
 NS0295  ___________________________________________________________________
 NS0295* NAD 83(1993)-  42 06 21.10601(N)    109 25 34.44527(W)     ADJUSTED  
 NS0295* NAVD 88     -      2024.3    (meters)    6641.     (feet)  VERTCON   
 NS0295  ___________________________________________________________________
 NS0295  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 NS0295  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 NS0295
 NS0295  HORZ ORDER  -  THIRD
 NS0295
 NS0295.The horizontal coordinates were established by classical geodetic methods
 NS0295.and adjusted by the National Geodetic Survey in January 1997..
 NS0295
 NS0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0295
 NS0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0295
 NS0295.The geoid height was determined by GEOID03.
 NS0295
 NS0295;                    North         East     Units Scale Factor Converg.
 NS0295;SPC WYWC     -   178,556.928   544,069.753   MT  0.99997598   -0 27 12.3
 NS0295;UTM  12      - 4,662,728.531   630,120.922   MT  0.99980834   +1 03 19.3
 NS0295
 NS0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0295!SPC WYWC     -   0.99968485  x   0.99997598  =   0.99966083
 NS0295!UTM  12      -   0.99968485  x   0.99980834  =   0.99949325
 NS0295
 NS0295:                Primary Azimuth Mark                     Grid Az
 NS0295:SPC WYWC     -  T 19                                     016 23 32.6
 NS0295:UTM  12      -  T 19                                     014 53 01.0
 NS0295
 NS0295|---------------------------------------------------------------------|
 NS0295| PID    Reference Object                     Distance      Geod. Az  |
 NS0295|                                                           dddmmss.s |
 NS0295| NS0082 T 19                                APPROX. 4.8 KM 0155620.3 |
 NS0295|---------------------------------------------------------------------|
 NS0295
 NS0295                          SUPERSEDED SURVEY CONTROL
 NS0295
 NS0295  NAD 83(1986)-  42 06 21.08864(N)    109 25 34.43854(W) AD(       ) 3
 NS0295  NAD 27      -  42 06 21.25335(N)    109 25 31.97275(W) AD(       ) 3
 NS0295  NGVD 29 (07/19/86) 2023.0    (m)         6637.     (f) VERT ANG       
 NS0295
 NS0295.Superseded values are not recommended for survey control.
 NS0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0295.See file dsdata.txt to determine how the superseded data were derived.
 NS0295
 NS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM3012162729(NAD 83)
 NS0295_MARKER: DD = SURVEY DISK
 NS0295_SETTING: 0 = UNSPECIFIED SETTING
 NS0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0295
 NS0295  HISTORY     - Date     Condition        Report By
 NS0295  HISTORY     - 1962     MONUMENTED       USGS
 NS0295
 NS0295                          STATION DESCRIPTION
 NS0295
 NS0295'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 NS0295'STATION LOCATED ABOUT 1.6 MI. ESE. OF FARSON, WYOMING, ON A LARGE,
 NS0295'LOW, SANDY TOP.
 NS0295'
 NS0295'TO REACH THE STATION FROM THE POST OFFICE IN FARSON, GO S. 1.3 MI.
 NS0295'ALONG U.S. HIGHWAY 187 TO T-RD. E., TURN LEFT (E.) 1.1 MI. TO TRACK
 NS0295'RD. LEFT (N.), TURN LEFT 0.8 MI. TO CROSSROADS AND THE STATION ON
 NS0295'THE RIGHT.  STATION IS 15 FT. S. AND 15 FT. E. OF THE CENTERLINE OF
 NS0295'THE CROSSROAD.
 NS0295'
 NS0295'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST PROJECTING ABOUT
 NS0295'0.4 FT., STAMPED ---FARSON-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0396 ***********************************************************************
 OW0396  DESIGNATION -  FBC 1
 OW0396  PID         -  OW0396
 OW0396  STATE/COUNTY-  WY/FREMONT
 OW0396  USGS QUAD   -  WILDERNESS (1993)
 OW0396
 OW0396                         *CURRENT SURVEY CONTROL
 OW0396  ___________________________________________________________________
 OW0396* NAD 83(1993)-  43 22 36.21950(N)    109 15 14.48826(W)     ADJUSTED  
 OW0396* NAVD 88     -      1844.2    (meters)    6051.     (feet)  VERTCON   
 OW0396  ___________________________________________________________________
 OW0396  LAPLACE CORR-         -14.01  (seconds)                    DEFLEC99
 OW0396  GEOID HEIGHT-          -9.46  (meters)                     GEOID03
 OW0396
 OW0396  HORZ ORDER  -  THIRD
 OW0396
 OW0396.The horizontal coordinates were established by classical geodetic methods
 OW0396.and adjusted by the National Geodetic Survey in January 1997..
 OW0396
 OW0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0396
 OW0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0396
 OW0396.The geoid height was determined by GEOID03.
 OW0396
 OW0396;                    North         East     Units Scale Factor Converg.
 OW0396;SPC WYWC     -   319,627.634   559,155.855   MT  0.99995801   -0 20 46.2
 OW0396;UTM  12      - 4,804,131.456   641,440.336   MT  0.99984609   +1 11 57.6
 OW0396
 OW0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0396!SPC WYWC     -   0.99971237  x   0.99995801  =   0.99967039
 OW0396!UTM  12      -   0.99971237  x   0.99984609  =   0.99955850
 OW0396
 OW0396:                Primary Azimuth Mark                     Grid Az
 OW0396:SPC WYWC     -  MORAINE                                  274 19 02.7
 OW0396:UTM  12      -  MORAINE                                  272 46 18.9
 OW0396
 OW0396|---------------------------------------------------------------------|
 OW0396| PID    Reference Object                     Distance      Geod. Az  |
 OW0396|                                                           dddmmss.s |
 OW0396| OW0427 MORAINE                             APPROX. 6.6 KM 2735816.5 |
 OW0396|---------------------------------------------------------------------|
 OW0396
 OW0396                          SUPERSEDED SURVEY CONTROL
 OW0396
 OW0396  NAD 83(1986)-  43 22 36.20607(N)    109 15 14.47644(W) AD(       ) 3
 OW0396  NGVD 29 (11/06/89) 1843.1    (m)         6047.     (f) VERT ANG       
 OW0396
 OW0396.Superseded values are not recommended for survey control.
 OW0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0396.See file dsdata.txt to determine how the superseded data were derived.
 OW0396
 OW0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP4144004131(NAD 83)
 OW0396_MARKER: DD = SURVEY DISK
 OW0396_SETTING: 0 = UNSPECIFIED SETTING
 OW0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0396
 OW0396  HISTORY     - Date     Condition        Report By
 OW0396  HISTORY     - 1948     MONUMENTED       USGS
 OW0396
 OW0396                          STATION DESCRIPTION
 OW0396
 OW0396'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0396'LOCATED IN NW. PART OF WASHAKIE INDIAN RESERVATION IN SE. 1/4 SEC. 29,
 OW0396'T 5 N, R 4 W, ABOUT 1 MI. N. AND 2 MI. E. OF THE BURRIS POST OFFICE
 OW0396'NEAR THE S. BANK OF THE WIND RIVER.
 OW0396'
 OW0396'STARTING FROM JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY 287 NEAR
 OW0396'DIVERSION DAM, TAKE U.S. HIGHWAY 287 IN A NW. DIRECTION 13.9 MI. TO
 OW0396'THE CROWHEART POST OFFICE, THEN CONTINUE 5.5 MI. TO THE BURRIS POST
 OW0396'OFFICE.  GO 0.3 MI. BEYOND BURRIS AND TURN OFF THE HIGHWAY ONTO A DIRT
 OW0396'RD. TO THE RIGHT (NE.).  CONTINUE ON THIS RD. 0.6 MI. TO WOODEN BRIDGE
 OW0396'OVER DITCH AND FOUR-WAY RD. INTERSECTION NEAR SEVERAL HOUSES.  GO
 OW0396'NEARLY DUE N. ALONG DIRT RD. 0.4 MI. TO RD. FORK.  KEEP RIGHT AND GO
 OW0396'0.2 MI. TO RIGHT ANGLE TURN.  CONTINUE SE. 0.8 MI. TO CABIN ON N. SIDE
 OW0396'WITH A CORRAL ON S. SIDE OF RD.  CONTINUE 0.1 MI. TO CABLE FOOT BRIDGE
 OW0396'ACROSS WIND RIVER ON N. SIDE OF RD.  STATION IS IN FIELD 92 FT. SW. OF
 OW0396'CENTER OF RD. AT POINT NEAREST THE BRIDGE.
 OW0396'
 OW0396'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST WHICH PROJECTS
 OW0396'ABOUT 0.4 FT. ABOVE GROUND LEVEL.  TABLET IS STAMPED---BMFBC-1 1948
 OW0396'VA 6036---.
 OW0396'
 OW0396'REFERENCE MARKS--COPPER NAIL AND WASHER SET IN CONCRETE POST
 OW0396'PROJECTING ABOUT 0.5 FT. ABOVE GROUND SURFACE.
 OW0396'
 OW0396'REFERENCE MARK NO. 1--AT 38.55 FT. (SLOPE DIST.) S. IN TRUE AZIMUTH.
 OW0396'
 OW0396'REFERENCE MARK NO. 2--AT 40.75 FT. (SLOPE DIST.) W. IN TRUE AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0485 ***********************************************************************
 PX0485  DESIGNATION -  FCST 2
 PX0485  PID         -  PX0485
 PX0485  STATE/COUNTY-  WY/PARK
 PX0485  USGS QUAD   -  DEEP LAKE (1991)
 PX0485
 PX0485                         *CURRENT SURVEY CONTROL
 PX0485  ___________________________________________________________________
 PX0485* NAD 83(1993)-  44 56 55.62364(N)    109 28 46.50926(W)     ADJUSTED  
 PX0485* NAVD 88     -      3064.48   (+/-2cm)   10054.0    (feet)  VERTCON   
 PX0485  ___________________________________________________________________
 PX0485  LAPLACE CORR-         -15.24  (seconds)                    DEFLEC99
 PX0485  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PX0485
 PX0485  HORZ ORDER  -  THIRD
 PX0485  VERT ORDER  -  THIRD ? (See Below)
 PX0485
 PX0485.The horizontal coordinates were established by classical geodetic methods
 PX0485.and adjusted by the National Geodetic Survey in January 1997..
 PX0485
 PX0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0485.The vertical order pertains to the NGVD 29 superseded value.
 PX0485
 PX0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0485
 PX0485.The geoid height was determined by GEOID03.
 PX0485
 PX0485;                    North         East     Units Scale Factor Converg.
 PX0485;SPC WYWC     -   494,432.049   542,426.828   MT  0.99997824   -0 30 55.6
 PX0485;UTM  12      - 4,978,385.403   619,938.643   MT  0.99977689   +1 04 27.3
 PX0485
 PX0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0485!SPC WYWC     -   0.99952110  x   0.99997824  =   0.99949935
 PX0485!UTM  12      -   0.99952110  x   0.99977689  =   0.99929810
 PX0485
 PX0485:                Primary Azimuth Mark                     Grid Az
 PX0485:SPC WYWC     -  STOCKAID                                 028 37 27.9
 PX0485:UTM  12      -  STOCKAID                                 027 02 05.0
 PX0485
 PX0485|---------------------------------------------------------------------|
 PX0485| PID    Reference Object                     Distance      Geod. Az  |
 PX0485|                                                           dddmmss.s |
 PX0485| PX0413 STOCKAID                            APPROX. 2.4 KM 0280632.3 |
 PX0485|---------------------------------------------------------------------|
 PX0485
 PX0485                          SUPERSEDED SURVEY CONTROL
 PX0485
 PX0485  NAD 83(1993)-  44 56 55.61852(N)    109 28 46.49119(W) AD(       ) 3
 PX0485  NAD 83(1986)-  44 56 55.61235(N)    109 28 46.47933(W) AD(       ) 3
 PX0485  NGVD 29 (09/11/89) 3063.06   (m)        10049.4    (f) LEVELING    3  
 PX0485
 PX0485.Superseded values are not recommended for survey control.
 PX0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0485.See file dsdata.txt to determine how the superseded data were derived.
 PX0485
 PX0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1993978385(NAD 83)
 PX0485_MARKER: DS = TRIANGULATION STATION DISK
 PX0485_SETTING: 0 = UNSPECIFIED SETTING
 PX0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0485
 PX0485  HISTORY     - Date     Condition        Report By
 PX0485  HISTORY     - 1947     MONUMENTED       USGS
 PX0485
 PX0485                          STATION DESCRIPTION
 PX0485
 PX0485'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0485'STATION IS LOCATED 124 FT. W. OF CURVE IN COOKE CITY HIGHWAY, AND 50
 PX0485'FT. N. OF HIGHWAY IN ROCK OUTCROP, IN TOP OF BOULDER.
 PX0485'
 PX0485'TO REACH STATION FROM RED LODGE, MONTANA, FOLLOW THE COOKE CITY
 PX0485'HIGHWAY TOWARD COOKE CITY FOR 24 MI. STATION IS LOCATED 124 FT. W.
 PX0485'OF CURVE IN RD., ON HIGHWAY W. OF SUMMIT, IN TOP OF BOULDER IN ROCK
 PX0485'OUTCROP.
 PX0485'
 PX0485'STATION MARK - STANDARD STATION TABLET STAMPED---FCST NO. 2
 PX0485'1947--- CEMENTED IN BOULDER STAMPED BM 10,049.
 PX0485'
 PX0485'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN BOULDER.
 PX0485'THE FIGURE 1 CHISELED IN BOULDER 15.370 FT. FROM STATION IN TRUE
 PX0485'AZIMUTH 195 DEGREES 16 MINUTES 54.4 SECONDS.
 PX0485'
 PX0485'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER CEMENTED IN BOULDER.  THE
 PX0485'FIGURE 1 CHISELED IN BOULDER.  28.480 FT. FROM STATION IN TRUE
 PX0485'AZIMUTH 277 DEGREES 32 MINUTES 21.4 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0486 ***********************************************************************
 PX0486  DESIGNATION -  FCST 3
 PX0486  PID         -  PX0486
 PX0486  STATE/COUNTY-  WY/PARK
 PX0486  USGS QUAD   -  BEARTOOTH BUTTE (1991)
 PX0486
 PX0486                         *CURRENT SURVEY CONTROL
 PX0486  ___________________________________________________________________
 PX0486* NAD 83(1993)-  44 59 18.98918(N)    109 31 29.63094(W)     ADJUSTED  
 PX0486* NAVD 88     -      3394.1    (meters)   11135.     (feet)  VERTCON   
 PX0486  ___________________________________________________________________
 PX0486  LAPLACE CORR-         -13.68  (seconds)                    DEFLEC99
 PX0486  GEOID HEIGHT-          -8.29  (meters)                     GEOID03
 PX0486
 PX0486  HORZ ORDER  -  THIRD
 PX0486
 PX0486.The horizontal coordinates were established by classical geodetic methods
 PX0486.and adjusted by the National Geodetic Survey in January 1997..
 PX0486
 PX0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0486
 PX0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0486
 PX0486.The geoid height was determined by GEOID03.
 PX0486
 PX0486;                    North         East     Units Scale Factor Converg.
 PX0486;SPC WYWC     -   498,890.602   538,893.496   MT  0.99998340   -0 32 52.2
 PX0486;SPC MT       -    82,098.689   598,036.510   MT  1.00000686   -0 01 05.6
 PX0486;SPC MT       -   269,352.65  1,962,062.04   iFT  1.00000686   -0 01 05.6
 PX0486;UTM  12      - 4,982,743.271   616,283.703   MT  0.99976627   +1 02 34.7
 PX0486
 PX0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0486!SPC WYWC     -   0.99946942  x   0.99998340  =   0.99945283
 PX0486!SPC MT       -   0.99946942  x   1.00000686  =   0.99947628
 PX0486!UTM  12      -   0.99946942  x   0.99976627  =   0.99923582
 PX0486
 PX0486:                Primary Azimuth Mark                     Grid Az
 PX0486:SPC WYWC     -  SUMMIT                                   103 40 11.3
 PX0486:SPC MT       -  SUMMIT                                   103 08 24.7
 PX0486:UTM  12      -  SUMMIT                                   102 04 44.4
 PX0486
 PX0486|---------------------------------------------------------------------|
 PX0486| PID    Reference Object                     Distance      Geod. Az  |
 PX0486|                                                           dddmmss.s |
 PX0486| PX0500 SUMMIT                              APPROX. 7.5 KM 1030719.1 |
 PX0486|---------------------------------------------------------------------|
 PX0486
 PX0486                          SUPERSEDED SURVEY CONTROL
 PX0486
 PX0486  NAD 83(1993)-  44 59 18.98553(N)    109 31 29.61365(W) AD(       ) 3
 PX0486  NAD 83(1986)-  44 59 18.98262(N)    109 31 29.60443(W) AD(       ) 3
 PX0486  NGVD 29 (09/11/89) 3392.7    (m)        11131.     (f) VERT ANG       
 PX0486
 PX0486.Superseded values are not recommended for survey control.
 PX0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0486.See file dsdata.txt to determine how the superseded data were derived.
 PX0486
 PX0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1628482743(NAD 83)
 PX0486_MARKER: DS = TRIANGULATION STATION DISK
 PX0486_SETTING: 0 = UNSPECIFIED SETTING
 PX0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0486
 PX0486  HISTORY     - Date     Condition        Report By
 PX0486  HISTORY     - 1947     MONUMENTED       USGS
 PX0486
 PX0486                          STATION DESCRIPTION
 PX0486
 PX0486'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0486'STATION IS LOCATED ABOUT 3.6 MI. NW. OF COOKE CITY HIGHWAY FROM LONG
 PX0486'LAKE, ON A SUMMIT OF MAIN RIDGE WHICH DIVIDES DRAINAGE INTO GLACIER
 PX0486'LAKE AND LONG LAKE, IN TOP OF ROCK IN ROCK OUTCROP.
 PX0486'
 PX0486'TO REACH STATION FROM RED LODGE, MONTANA, FOLLOW THE COOKE CITY
 PX0486'HIGHWAY TOWARD COOKE CITY FOR ABOUT 26 MI. TO LONG LAKE.  STATION IS
 PX0486'LOCATED ABOUT 3.6 MI. NW. OF RD. AT LAKE, ON TOP OF ROCK OUTCROP.
 PX0486'
 PX0486'STATION MARK - STANDARD TABLET STAMPED---FCST NO.3 1947--- CEMENTED
 PX0486'IN BOULDER.
 PX0486'
 PX0486'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER IN BOULDER.  THE FIGURE
 PX0486'1 CHISELED IN BOULDER.  24.66 FT. FROM STATION N 34 DEGREES
 PX0486'47 MINUTES, SW.
 PX0486'
 PX0486'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER CEMENTED IN BOULDER.
 PX0486'23.42 FT. FROM STATION N 61 DEGREES 55 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0565 ***********************************************************************
 PV0565  DESIGNATION -  FELIX
 PV0565  PID         -  PV0565
 PV0565  STATE/COUNTY-  WY/CAMPBELL
 PV0565  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0565
 PV0565                         *CURRENT SURVEY CONTROL
 PV0565  ___________________________________________________________________
 PV0565* NAD 83(1993)-  44 27 02.28317(N)    105 47 52.37285(W)     ADJUSTED  
 PV0565* NAVD 88     -      1451.1    (meters)    4761.     (feet)  VERTCON   
 PV0565  ___________________________________________________________________
 PV0565  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 PV0565  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 PV0565
 PV0565  HORZ ORDER  -  FIRST
 PV0565
 PV0565.The horizontal coordinates were established by classical geodetic methods
 PV0565.and adjusted by the National Geodetic Survey in January 1997..
 PV0565
 PV0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0565
 PV0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0565
 PV0565.The geoid height was determined by GEOID03.
 PV0565
 PV0565;                    North         East     Units Scale Factor Converg.
 PV0565;SPC WY E     -   439,012.953   149,760.552   MT  0.99996853   -0 26 31.4
 PV0565;UTM  13      - 4,922,235.329   436,516.687   MT  0.99964956   -0 33 31.6
 PV0565
 PV0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0565!SPC WY E     -   0.99977480  x   0.99996853  =   0.99974334
 PV0565!UTM  13      -   0.99977480  x   0.99964956  =   0.99942444
 PV0565
 PV0565:                Primary Azimuth Mark                     Grid Az
 PV0565:SPC WY E     -  FELIX AZ MK 2                            078 35 51.4
 PV0565:UTM  13      -  FELIX AZ MK 2                            078 42 51.6
 PV0565
 PV0565|---------------------------------------------------------------------|
 PV0565| PID    Reference Object                     Distance      Geod. Az  |
 PV0565|                                                           dddmmss.s |
 PV0565| CQ3719 FELIX AZ MK 2                                      0780920.0 |
 PV0565| CQ3721 FELIX RM 1                           23.836 METERS 18419     |
 PV0565| CQ3718 FELIX AZ MK                                        2984040.6 |
 PV0565| CQ3720 FELIX RM                              3.441 METERS 30523     |
 PV0565|---------------------------------------------------------------------|
 PV0565
 PV0565                          SUPERSEDED SURVEY CONTROL
 PV0565
 PV0565  NAD 83(1986)-  44 27 02.26570(N)    105 47 52.34351(W) AD(       ) 1
 PV0565  NAD 27      -  44 27 02.33400(N)    105 47 50.29600(W) AD(       ) 1
 PV0565  NGVD 29 (07/19/86) 1450.4    (m)         4759.     (f) VERT ANG       
 PV0565
 PV0565.Superseded values are not recommended for survey control.
 PV0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0565.See file dsdata.txt to determine how the superseded data were derived.
 PV0565
 PV0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK3651722235(NAD 83)
 PV0565_MARKER: P = PIPE CAP
 PV0565_SETTING: 0 = UNSPECIFIED SETTING
 PV0565
 PV0565  HISTORY     - Date     Condition        Report By
 PV0565  HISTORY     - 1925     MONUMENTED       CGS
 PV0565  HISTORY     - 1934     GOOD             CGS
 PV0565  HISTORY     - 1949     GOOD             CGS
 PV0565  HISTORY     - 1987     GOOD             BLM
 PV0565
 PV0565                          STATION DESCRIPTION
 PV0565
 PV0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0565'ABOUT 20 MILES BY ROAD NORTHWEST OF GILLETTE, 5 MILES EAST OF
 PV0565'NORTH FROM FELIX SIDING ON CHICAGO, BURLINGTON AND QUINCY
 PV0565'RAILROAD, AND ON TWENTY MILE BUTTE, JUST EAST OF HIGHEST MASS
 PV0565'OF ROCKS.  TO REACH FROM GILLETTE, TAKE ROAD WESTWARD ALONG
 PV0565'CHICAGO, BURLINGTON AND QUINCY RAILROAD TO ORIVA, CROSS TRACK
 PV0565'JUST WEST OF STATION, AND FOLLOW OLD COUNTRY ROAD 10.0 MILES
 PV0565'NORTHWEST TO BUTTE.  ROAD PASSES ABOUT 1/4 MILE NORTH OF
 PV0565'STATION ALONG NORTH SLOPE OF BUTTE.  TRUCK CAN BE DRIVEN TO
 PV0565'WITHIN 150 METERS (492 FEET) OF STATION.  MARKED BY BRONZE
 PV0565'CAP RIVETED TO AN IRON PIPE, PROJECTING 1 INCH ABOVE SURFACE
 PV0565'OF GROUND.  REFERENCE MARK, PROBABLY STANDARD REFERENCE
 PV0565'DISK (NOT STAMPED), IS IN STONE OUTCROP 3.468 METERS (11.38
 PV0565'FEET) FROM STATION.  REFERENCE
 PV0565'MARK NO. 1 (1934) IS PROBABLY STANDARD REFERENCE DISK IN LARGE
 PV0565'BOULDER, 25.344 METERS (83.15 FEET) (SLOPE) FROM STATION S 4 DEG 18
 PV0565'MIN W.  AZIMUTH MARK, PROBABLY STANDARD
 PV0565'REFERENCE DISK IN OUTCROPPING BEDROCK, IS
 PV0565'APPROXIMATELY 1/4 MILE FROM THE STATION.
 PV0565
 PV0565                          STATION RECOVERY (1949)
 PV0565
 PV0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0565'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS IN GOOD
 PV0565'CONDITION.  THE 1934 AZIMUTH MARK WAS THROUGH TO HAVE BEEN
 PV0565'DESTROYED AND A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS
 PV0565'PARTY.  AFTER OBSERVATION HAD BEEN COMPLETED THE 1934 AZIMUTH
 PV0565'MARK WAS FOUND ABOUT 800 FEET FROM THE STATION.  A DIRECTION
 PV0565'WAS OBSERVED AND FOUND TO AGREE WITH THE 1934 DIRECTION.
 PV0565'A DISCREPANCY WAS FOUND IN THE DIRECTION TO THE ECHETA RAIL
 PV0565'ROAD WATER TANK.  A THOROUGH CHECK WAS MADE ON SEPARATE DAYS
 PV0565'AND FOUND TO BE AS BELOW.  DUE TO ROAD CHANGES IN THE
 PV0565'VICINITY OF THE STATION, THE ORIGINAL DESCRIPTION TO REACH NO
 PV0565'LONGER APPLIES.  A NEW DESCRIPTION FOLLOWS.
 PV0565'
 PV0565'THE STATION IS LOCATED ABOUT 21 MILES NORTHWEST OF GILLETTE,
 PV0565'5 MILES EAST OF NORTH FROM FELIX SIDING ON THE CHICAGO,
 PV0565'BURLINGTON AND QUINCY RAILROAD, ON A HILL LOCALLY KNOWN AS
 PV0565'THE TWENTY MILE BUTTE, AND ON LAND OWNED BY MR. WILLIAM EATON.
 PV0565'
 PV0565'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GILLETTE,
 PV0565'FOLLOW U.S. HIGHWAY 14 AND 16 WEST AND NORTHWEST FOR 11.3
 PV0565'MILES.  TURN LEFT, WESTERLY, ON THE MAIN TRACK ROAD AND FOLLOW
 PV0565'MAIN TRAVELED ROAD FOR 1.9 MILES TO THE DALY RANCH HOUSE AND
 PV0565'A GATE.  PASS THROUGH GATE AND FOLLOW TRACK WEST OF BARN AND
 PV0565'THENCE TO THE SOUTHWEST FOR 3.45 MILES TO A FORK.  BEAR RIGHT
 PV0565'FOR 2.8 MILES TO ANOTHER FORK.  BEAR LEFT ON THE MAIN TRAVELED
 PV0565'ROAD FOR 0.6 MILE TO A WIRE GATE JUST NORTH OF A WIRE CORRAL.
 PV0565'PASS THROUGH GATE AND CONTINUE SOUTHWEST ON THE MAIN TRACK
 PV0565'ROAD FOR 1.55 MILES TO A FORK.  BEAR LEFT FOR 0.85 MILE TO
 PV0565'ANOTHER FORK.  BEAR RIGHT, PASSING NORTH OF SOME OLD RANCH
 PV0565'BUILDINGS, AND FOLLOW THE MAIN TRACK ROAD FOR 1.5 MILES TO
 PV0565'A FORK.  BEAR LEFT, NORTHWESTERLY, FOR 0.15 MILE TO A WIRE
 PV0565'GATE AND THE 1949 AZIMUTH MARK AS DESCRIBED BELOW.  PASS
 PV0565'THROUGH GATE AND PROCEED DUE WEST UP SLOPE FOR ABOUT 0.2
 PV0565'MILE TO THE END OF TRUCK TRAVEL.  PACK UP STEEP SLOPE FOR ABOUT
 PV0565'150 METERS TO THE TOP AND STATION.  A 10-MINUTE PACK.
 PV0565'
 PV0565'STATION MARK IS A STANDARD CAP DISK RIVETED TO THE TOP OF A
 PV0565'4-INCH IRON PIPE.  THE PIPE PROJECTING ABOUT 1 INCH, AND THE DISK
 PV0565'IS STAMPED FELIX 1925.
 PV0565'
 PV0565'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SANDSTONE
 PV0565'BOULDER, THAT PROTRUDES ABOUT 2 FEET FROM THE GROUND.
 PV0565'THE DISK IS STAMPED FELIX NO 1 1934.
 PV0565'
 PV0565'REFERENCE MARK IS A STANDARD DISK SET IN OUTCROPPING BEDROCK,
 PV0565'FLUSH WITH THE SURFACE, AND STAMPED FELIX 1925.
 PV0565'
 PV0565'THE 1925 AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET
 PV0565'IN A DRILL HOLE IN OUTCROPPING BEDROCK, STAMPED
 PV0565'FELIX 1925 AZIMUTH.  IT IS ON A SPUR RIDGE THAT RUNS WEST ABOUT
 PV0565'200 FEET NORTH OF THE CREST OF THE MAIN RIDGE, AND IS ON THE
 PV0565'FIRST PROMINENT ROCK OUTCROP WEST OF THE STATION.  A DISTANCE
 PV0565'OF ABOUT 800 FEET.
 PV0565'
 PV0565'THE 1949 AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF
 PV0565'A 10 X 10-INCH CONCRETE POST, PROJECTING 4 INCHES.
 PV0565'IT IS 8 FEET NORTH OF A WITNESS POST, 2 FEET NORTH OF A GATE
 PV0565'POST, 1 FOOT WEST OF A NORTH-SOUTH WIRE FENCE, AND IS STAMPED
 PV0565'FELIX 1949.
 PV0565
 PV0565                          STATION RECOVERY (1987)
 PV0565
 PV0565'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 PV0565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0818 ***********************************************************************
 MR0818  DESIGNATION -  FELTNER
 MR0818  PID         -  MR0818
 MR0818  STATE/COUNTY-  WY/UINTA
 MR0818  USGS QUAD   -  GUILD HOLLOW (1978)
 MR0818
 MR0818                         *CURRENT SURVEY CONTROL
 MR0818  ___________________________________________________________________
 MR0818* NAD 83(1993)-  41 17 23.91860(N)    110 46 02.56969(W)     ADJUSTED  
 MR0818* NAVD 88     -      2362.4    (meters)    7751.     (feet)  VERTCON   
 MR0818  ___________________________________________________________________
 MR0818  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 MR0818  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MR0818
 MR0818  HORZ ORDER  -  SECOND
 MR0818
 MR0818.The horizontal coordinates were established by classical geodetic methods
 MR0818.and adjusted by the National Geodetic Survey in January 1997..
 MR0818
 MR0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0818
 MR0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0818
 MR0818.The geoid height was determined by GEOID03.
 MR0818
 MR0818;                    North         East     Units Scale Factor Converg.
 MR0818;SPC WY W     -   187,948.690   742,703.944   MT  0.99997789   -0 27 05.0
 MR0818;UTM  12      - 4,570,974.207   519,477.673   MT  0.99960467   +0 09 12.6
 MR0818
 MR0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0818!SPC WY W     -   0.99963186  x   0.99997789  =   0.99960976
 MR0818!UTM  12      -   0.99963186  x   0.99960467  =   0.99923668
 MR0818
 MR0818|---------------------------------------------------------------------|
 MR0818| PID    Reference Object                     Distance      Geod. Az  |
 MR0818|                                                           dddmmss.s |
 MR0818| CP5346 FELTNER RM 1                         15.819 METERS 10802     |
 MR0818| CP5347 FELTNER RM 2                         17.182 METERS 17848     |
 MR0818| MR0810 MOUNTAIN FUEL CO ASPEN MTN MST      APPROX.12.7 KM 1832254.7 |
 MR0818| CP5345 FELTNER AZ MK                                      2344423.1 |
 MR0818| MR0817 MICROWAVE TWR 10 MI E EVANSTON      APPROX. 1.5 KM 2363107.2 |
 MR0818| MR0816 EVANSTON SITE REPETR 4 FAA MST      APPROX. 1.4 KM 2383028.2 |
 MR0818|---------------------------------------------------------------------|
 MR0818
 MR0818                          SUPERSEDED SURVEY CONTROL
 MR0818
 MR0818  NAD 83(1986)-  41 17 23.90530(N)    110 46 02.56002(W) AD(       ) 2
 MR0818  NAD 27      -  41 17 24.09470(N)    110 45 59.93400(W) AD(       ) 2
 MR0818  NGVD 29 (07/19/86) 2361.0    (m)         7746.     (f) VERT ANG       
 MR0818
 MR0818.Superseded values are not recommended for survey control.
 MR0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0818.See file dsdata.txt to determine how the superseded data were derived.
 MR0818
 MR0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1947870974(NAD 83)
 MR0818_MARKER: DS = TRIANGULATION STATION DISK
 MR0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0818
 MR0818  HISTORY     - Date     Condition        Report By
 MR0818  HISTORY     - 1962     MONUMENTED       CGS
 MR0818
 MR0818                          STATION DESCRIPTION
 MR0818
 MR0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0818'STATION IS ON THE HIGHEST PART OF A HIGH, FLAT TOPPED RIDGE,
 MR0818'ABOUT 1/2 MILE SOUTH OF U.S. HIGHWAY 30S, 3/4 MILE NORTHEAST OF A
 MR0818'MICRO-WAVE TOWER, 10-1/2 MILES EAST OF EVANSTON AND 2 MILES
 MR0818'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAYS 30S AND 189.
 MR0818'
 MR0818'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30S AND 189, WHICH IS
 MR0818'ABOUT 13-1/2 MILES EAST OF EVANSTON.  GO WEST ON U.S. HIGHWAY
 MR0818'30S FOR 2.45 MILES TO THE GUILD ROAD EXIT.  CONTINUE WEST ON
 MR0818'THE HIGHWAY FOR 2.0 MILES TO THE DIVIDE ROAD EXIT.  TURN RIGHT,
 MR0818'ON THE DIVIDE ROAD EXIT AND RIGHT AGAIN, PASSING UNDER THE
 MR0818'HIGHWAY FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK,
 MR0818'SOUTHEASTERLY, ON THE MAIN ROAD FOR 0.6 MILE TO A FORK.  TAKE THE
 MR0818'LEFT FORK AND GO EASTERLY FOR 0.65 MILE TO THE MICRO-WAVE
 MR0818'TOWER ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 MR0818'CONTINUE AHEAD, EAST, ON TRACK ROAD FOR 0.2 MILE TO A
 MR0818'T-INTERSECTION.  TURN LEFT, EASTERLY, ON GRAVELED ROAD FOR
 MR0818'0.2 MILE TO A WHITE BLOCK BUILDING ON THE RIGHT.  CONTINUE
 MR0818'AHEAD, NORTHEASTERLY, ON THE GRAVELED ROAD FOR 0.55 MILE TO
 MR0818'A FORK.  TAKE THE RIGHT FORK, EASTERLY, ON DIM TRACK ROAD FOR
 MR0818'0.1 MILE TO THE STATION ON THE LEFT.
 MR0818'
 MR0818'STATION MARK IS A STANDARD DISK, STAMPED FELTNER 1962, SET IN
 MR0818'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 MR0818'IT IS 43 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 17 FEET
 MR0818'EAST OF THE WEST EDGE OF THE RIDGE AND 5 FEET SOUTHWEST OF
 MR0818'A WITNESS POST.
 MR0818'
 MR0818'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FELTNER NO 1 1962,
 MR0818'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0818'4 INCHES.  IT IS 7 FEET EAST OF THE CENTERLINE OF THE TRACK
 MR0818'ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0818'
 MR0818'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FELTNER NO 2 1962,
 MR0818'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 MR0818'INCHES.  IT IS 33 FEET EAST OF THE WEST EDGE OF THE RIDGE,
 MR0818'14 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD AND ABOUT THE
 MR0818'SAME ELEVATION AS THE STATION.
 MR0818'
 MR0818'AZIMUTH MARK IS A STANDARD DISK, STAMPED FELTNER 1962, CEMENTED
 MR0818'IN A DRILL HOLE IN A 3 X 4 FOOT ROCK OUTCROP PROJECTING 4 INCHES.
 MR0818'IT IS 110 FEET EAST-SOUTHEAST OF A ROAD INTERSECTION, 80 FEET
 MR0818'SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE AROUND THE
 MR0818'MICRO-WAVE TOWER, 79 FEET SOUTH OF THE CENTERLINE OF A TRACK
 MR0818'ROAD, 40.5 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD AND
 MR0818'5 FEET NORTH OF A WITNESS POST.
 MR0818'
 MR0818'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 62.79 FEET OR 19.140
 MR0818'METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0758 ***********************************************************************
 MR0758  DESIGNATION -  FENCE
 MR0758  PID         -  MR0758
 MR0758  STATE/COUNTY-  WY/LINCOLN
 MR0758  USGS QUAD   -  GRAHAM RESERVOIR (1980)
 MR0758
 MR0758                         *CURRENT SURVEY CONTROL
 MR0758  ___________________________________________________________________
 MR0758* NAD 83(1993)-  41 54 13.75039(N)    110 19 26.04815(W)     ADJUSTED  
 MR0758* NAVD 88     -      2142.7    (meters)    7030.     (feet)  VERTCON   
 MR0758  ___________________________________________________________________
 MR0758  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 MR0758  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 MR0758
 MR0758  HORZ ORDER  -  THIRD
 MR0758
 MR0758.The horizontal coordinates were established by classical geodetic methods
 MR0758.and adjusted by the National Geodetic Survey in January 1997..
 MR0758
 MR0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0758
 MR0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0758
 MR0758.The geoid height was determined by GEOID03.
 MR0758
 MR0758;                    North         East     Units Scale Factor Converg.
 MR0758;SPC WY W     -   255,923.382   780,039.936   MT  0.99994240   -0 09 38.4
 MR0758;UTM  12      - 4,639,318.490   556,077.188   MT  0.99963869   +0 27 05.6
 MR0758
 MR0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0758!SPC WY W     -   0.99966626  x   0.99994240  =   0.99960868
 MR0758!UTM  12      -   0.99966626  x   0.99963869  =   0.99930507
 MR0758
 MR0758|---------------------------------------------------------------------|
 MR0758| PID    Reference Object                     Distance      Geod. Az  |
 MR0758|                                                           dddmmss.s |
 MR0758| CP5349 FENCE RM 1                           13.857 METERS 05908     |
 MR0758| CP5348 FENCE AZ MK                                        2395042.6 |
 MR0758| MR0839 KEMMERER MTN STS TEL MICROWAVE      APPROX.16.6 KM 2434336.8 |
 MR0758| CP5350 FENCE RM 2                           13.339 METERS 32732     |
 MR0758|---------------------------------------------------------------------|
 MR0758
 MR0758                          SUPERSEDED SURVEY CONTROL
 MR0758
 MR0758  NAD 83(1986)-  41 54 13.74351(N)    110 19 26.04403(W) AD(       ) 3
 MR0758  NAD 27      -  41 54 13.93060(N)    110 19 23.45570(W) AD(       ) 3
 MR0758  NGVD 29 (07/19/86) 2141.3    (m)         7025.     (f) VERT ANG       
 MR0758
 MR0758.Superseded values are not recommended for survey control.
 MR0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0758.See file dsdata.txt to determine how the superseded data were derived.
 MR0758
 MR0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM5607739318(NAD 83)
 MR0758_MARKER: DS = TRIANGULATION STATION DISK
 MR0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0758
 MR0758  HISTORY     - Date     Condition        Report By
 MR0758  HISTORY     - 1962     MONUMENTED       CGS
 MR0758
 MR0758                          STATION DESCRIPTION
 MR0758
 MR0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0758'THE STATION IS ON THE NORTHWEST SIDE OF U.S. HIGHWAY 189, ABOUT
 MR0758'12-1/2 MILES NORTHEAST OF KEMMERER AND 26 MILES SOUTH-SOUTHWEST
 MR0758'OF LA BARGE.
 MR0758'
 MR0758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 N
 MR0758'AND 189 IN THE NORTH EDGE OF KEMMERER, GO NORTH AND NORTHEASTERLY
 MR0758'ON U.S. HIGHWAY 189 FOR 6.75 MILES TO THE WILLOW SPRINGS SERVICE
 MR0758'STATION AND TAVERN ON THE LEFT.  CONTINUE NORTHEASTERLY ON
 MR0758'HIGHWAY FOR 8.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MR0758'NORTHEASTERLY ON HIGHWAY FOR 1.55 MILES TO A SNOW FENCE ON THE
 MR0758'LEFT.  TURN LEFT AND GO NORTHWEST, CROSSING A DITCH FOR 0.05
 MR0758'MILE TO THE STATION.
 MR0758'
 MR0758'STATION MARK IS A STANDARD DISK, STAMPED FENCE 1962, SET IN THE
 MR0758'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 MR0758'IS 335 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 189 AND
 MR0758'3.8 FEET WEST-NORTHWEST OF A WITNESS POST.
 MR0758'
 MR0758'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FENCE NO 1 1962,
 MR0758'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0758'2 INCHES.  IT IS 44.5 FEET NORTH OF THE WITNESS POST AND ABOUT THE
 MR0758'SAME ELEVATION AS THE STATION.
 MR0758'
 MR0758'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FENCE NO 2 1962,
 MR0758'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 MR0758'INCHES.  IT IS 47.5 FEET WEST-NORTHWEST OF THE WITNESS POST AND
 MR0758'ABOUT THE SAME ELEVATION AS THE STATION.
 MR0758'
 MR0758'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROUND 1962, SET IN
 MR0758'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MR0758'IT IS 85 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 189,
 MR0758'17 FEET SOUTHEAST OF A 4 X 4 INCH CONCRETE HIGHWAY RIGHT-OF-WAY
 MR0758'MARKER AND 2 FEET WEST-NORTHWEST OF A WITNESS POST.  IT IS ABOUT
 MR0758'4 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0579 ***********************************************************************
 PV0579  DESIGNATION -  FENCE
 PV0579  PID         -  PV0579
 PV0579  STATE/COUNTY-  WY/CAMPBELL
 PV0579  USGS QUAD   -  BLACK DRAW (1971)
 PV0579
 PV0579                         *CURRENT SURVEY CONTROL
 PV0579  ___________________________________________________________________
 PV0579* NAD 83(1993)-  44 58 06.42434(N)    105 54 41.75867(W)     ADJUSTED  
 PV0579* NAVD 88     -      1191.8    (meters)    3910.     (feet)  VERTCON   
 PV0579  ___________________________________________________________________
 PV0579  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 PV0579  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 PV0579
 PV0579  HORZ ORDER  -  SECOND
 PV0579
 PV0579.The horizontal coordinates were established by classical geodetic methods
 PV0579.and adjusted by the National Geodetic Survey in January 1997..
 PV0579
 PV0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0579
 PV0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0579
 PV0579.The geoid height was determined by GEOID03.
 PV0579
 PV0579;                    North         East     Units Scale Factor Converg.
 PV0579;SPC WY E     -   496,628.521   141,235.838   MT  0.99997995   -0 31 35.3
 PV0579;SPC WYEC     -   597,342.028   512,153.725   MT  1.00009212   +1 00 17.5
 PV0579;SPC MT       -    86,341.952   882,995.619   MT  1.00001908   +2 37 29.7
 PV0579;SPC MT       -   283,274.12  2,896,967.25   iFT  1.00001908   +2 37 29.7
 PV0579;UTM  13      - 4,979,849.913   428,112.579   MT  0.99966354   -0 38 39.4
 PV0579
 PV0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0579!SPC WY E     -   0.99981550  x   0.99997995  =   0.99979545
 PV0579!SPC WYEC     -   0.99981550  x   1.00009212  =   0.99990760
 PV0579!SPC MT       -   0.99981550  x   1.00001908  =   0.99983457
 PV0579!UTM  13      -   0.99981550  x   0.99966354  =   0.99947910
 PV0579
 PV0579|---------------------------------------------------------------------|
 PV0579| PID    Reference Object                     Distance      Geod. Az  |
 PV0579|                                                           dddmmss.s |
 PV0579| CQ3723 FENCE RM 1                           26.112 METERS 15015     |
 PV0579| CQ3722 FENCE AZ MK                                        2125941.9 |
 PV0579| CQ3724 FENCE RM 2                           22.269 METERS 32618     |
 PV0579|---------------------------------------------------------------------|
 PV0579
 PV0579                          SUPERSEDED SURVEY CONTROL
 PV0579
 PV0579  NAD 83(1993)-  44 58 06.40672(N)    105 54 41.74491(W) AD(       ) 2
 PV0579  NAD 83(1986)-  44 58 06.40114(N)    105 54 41.73224(W) AD(       ) 2
 PV0579  NAD 27      -  44 58 06.45100(N)    105 54 39.68200(W) AD(       ) 2
 PV0579  NGVD 29 (07/19/86) 1191.2    (m)         3908.     (f) VERT ANG       
 PV0579
 PV0579.Superseded values are not recommended for survey control.
 PV0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0579.See file dsdata.txt to determine how the superseded data were derived.
 PV0579
 PV0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK2811379850(NAD 83)
 PV0579_MARKER: DS = TRIANGULATION STATION DISK
 PV0579_SETTING: 66 = SET IN ROCK OUTCROP
 PV0579
 PV0579  HISTORY     - Date     Condition        Report By
 PV0579  HISTORY     - 1949     MONUMENTED       CGS
 PV0579
 PV0579                          STATION DESCRIPTION
 PV0579
 PV0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0579'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF THE
 PV0579'POST OFFICE IN MOOREHEAD, MONTANA, 3 MILES SOUTH OF THE
 PV0579'MONTANA-WYOMING STATE LINE, 3/4 MILE EAST OF THE POWDER RIVER,
 PV0579'9 FEET SOUTHWEST OF AN 18-INCH TRIANGULAR BLAZED PINE TREE, AND
 PV0579'ON LAND OWNED BY MR. WILLIAM F. DOBRENZ.
 PV0579'
 PV0579'TO REACH THE STATION FROM THE POST OFFICE IN MOOREHEAD, FOLLOW
 PV0579'THE MAIN DIRT ROAD SOUTHERLY FOR 0.7 MILE TO A STEEL BRIDGE OVER
 PV0579'THE POWDER RIVER, CROSS BRIDGE AND CONTINUE ON THE MAIN DIRT
 PV0579'ROAD FOR 2.3 MILES TO A FORK, BEAR RIGHT AND CONTINUE ON THE
 PV0579'DIRT ROAD FOR 0.9 MILE TO ANOTHER FORK, BEAR RIGHT AND CONTINUE
 PV0579'ON THE MAIN ROAD FOR 4 MILES TO A SCHOOL HOUSE ON THE RIGHT,
 PV0579'CONTINUE ON THE MAIN ROAD FOR 1.4 MILES TO SOME RANCH BUILDINGS
 PV0579'ON THE RIGHT, CONTINUE SOUTHERLY ON THE MAIN DIRT ROAD FOR 0.3
 PV0579'MILE TO A DIM TRACK ROAD ON THE LEFT*, TURN LEFT, EASTERLY,
 PV0579'AND FOLLOW THE DIM TRACK ROAD FOR 0.05 MILE TO A GATE IN
 PV0579'NORTH-SOUTH FENCE, GO THROUGH GATE, AND CONTINUE ON THE
 PV0579'TRACK ROAD EAST-NORTHEASTERLY FOR 0.1 MILE TO THE END OF
 PV0579'TRUCK TRAVEL, PACK NORTH-NORTHEASTERLY UP DRAW AND TO
 PV0579'THE EAST OF A WHITE CHALKY HILL AND THENCE DUE NORTH TO THE
 PV0579'TOP OF A RED TOPPED HILL AND STATION.  A 1/2 HOUR PACK.
 PV0579'
 PV0579'*AT THIS POINT TO REACH THE AZIMUTH MARK, CONTINUE SOUTHERLY ON
 PV0579'THE MAIN DIRT ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 PV0579'RIGHT AS DESCRIBED BELOW.
 PV0579'
 PV0579'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 PV0579'IN OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE, AND IS STAMPED
 PV0579'FENCE 1949.
 PV0579'
 PV0579'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL
 PV0579'HOLE IN THE TOP OF A SMALL BOULDER, WHICH PROTRUDES ABOUT 1
 PV0579'FOOT.  THE DISK IS FLUSH WITH THE SURFACE, AND IS STAMPED
 PV0579'FENCE NO 1 1949.
 PV0579'
 PV0579'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 PV0579'HOLE ON THE TOP OF A SMALL BOULDER, WHICH PROTUDES ABOUT 2
 PV0579'FEET.  THE DISK IS FLUSH WITH THE SURFACE, AND IS STAMPED FENCE
 PV0579'NO 2 1949.
 PV0579'
 PV0579'THE AZIMUTH MARK IS 30 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 PV0579'A DIRT ROAD, 2.9 FEET NORTH OF A WITNESS POST, AND 1 FOOT
 PV0579'EAST OF A WIRE FENCE.  THE MARK IS A STANDARD DISK WELDED
 PV0579'TO THE TOP OF A 2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 6
 PV0579'INCHES, AND THE DISK IS STAMPED FENCE 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0528 ***********************************************************************
 MP0528  DESIGNATION -  FENCE ET
 MP0528  PID         -  MP0528
 MP0528  STATE/COUNTY-  WY/ALBANY
 MP0528  USGS QUAD   -  LAKE OWEN (1992)
 MP0528
 MP0528                         *CURRENT SURVEY CONTROL
 MP0528  ___________________________________________________________________
 MP0528* NAD 83(1993)-  41 09 11.59842(N)    106 01 58.57815(W)     ADJUSTED  
 MP0528* NAVD 88     -      2568.2    (meters)    8426.     (feet)  VERTCON   
 MP0528  ___________________________________________________________________
 MP0528  LAPLACE CORR-          -6.62  (seconds)                    DEFLEC99
 MP0528  GEOID HEIGHT-         -10.89  (meters)                     GEOID03
 MP0528
 MP0528  HORZ ORDER  -  THIRD
 MP0528
 MP0528.The horizontal coordinates were established by classical geodetic methods
 MP0528.and adjusted by the National Geodetic Survey in January 1997..
 MP0528
 MP0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0528
 MP0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0528
 MP0528.The geoid height was determined by GEOID03.
 MP0528
 MP0528;                    North         East     Units Scale Factor Converg.
 MP0528;SPC WY E     -    72,897.848   127,289.282   MT  1.00000254   -0 34 12.3
 MP0528;UTM  13      - 4,556,280.517   413,329.150   MT  0.99969245   -0 40 47.3
 MP0528
 MP0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0528!SPC WY E     -   0.99959902  x   1.00000254  =   0.99960156
 MP0528!UTM  13      -   0.99959902  x   0.99969245  =   0.99929160
 MP0528
 MP0528:                Primary Azimuth Mark                     Grid Az
 MP0528:SPC WY E     -  STRAIN ET                                300 56 51.0
 MP0528:UTM  13      -  STRAIN ET                                301 03 26.0
 MP0528
 MP0528|---------------------------------------------------------------------|
 MP0528| PID    Reference Object                     Distance      Geod. Az  |
 MP0528|                                                           dddmmss.s |
 MP0528| MP0529 STRAIN ET                           APPROX. 5.9 KM 3002238.7 |
 MP0528|---------------------------------------------------------------------|
 MP0528
 MP0528                          SUPERSEDED SURVEY CONTROL
 MP0528
 MP0528  NAD 83(1986)-  41 09 11.58775(N)    106 01 58.57791(W) AD(       ) 3
 MP0528  NAD 27      -  41 09 11.67444(N)    106 01 56.54662(W) AD(       ) 3
 MP0528  NGVD 29 (07/19/86) 2567.0    (m)         8422.     (f) VERT ANG       
 MP0528
 MP0528.Superseded values are not recommended for survey control.
 MP0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0528.See file dsdata.txt to determine how the superseded data were derived.
 MP0528
 MP0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1332956281(NAD 83)
 MP0528_MARKER: DD = SURVEY DISK
 MP0528_SETTING: 0 = UNSPECIFIED SETTING
 MP0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0528
 MP0528  HISTORY     - Date     Condition        Report By
 MP0528  HISTORY     - 1959     MONUMENTED       USGS
 MP0528
 MP0528                          STATION DESCRIPTION
 MP0528
 MP0528'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0528'LOCATED ABOUT 3.0 MI. (AIRLINE) NW. OF WOODS LANDING, WYOMING, AND
 MP0528'ABOUT 0.3 MI. (AIRLINE) W. OF FENCE CREEK.  ON THE HIGHEST PART OF
 MP0528'A RIDGE WHERE IT TURNS NE.
 MP0528'
 MP0528'TO REACH FROM RAILROAD DEPOT AT CENTENNIAL, WYOMING, GO E. ON STATE
 MP0528'ROAD NO. 130 0.8 MI. TO JUNCTION WITH COUNTY ROAD NO. 416, TURN RIGHT
 MP0528'(S.) ON COUNTY ROAD NO. 416, GO 3.6 MI. TO JUNCTION WITH COUNTY ROAD
 MP0528'NO. 47, TURN RIGHT (S.) ON COUNTY ROAD NO. 47, GO 5.5 MI. TO JUNCTION
 MP0528'WITH COUNTY ROAD NO. 430.  CONTINUE ON GRADED RD. 1.4 MI. TO A Y-RD.,
 MP0528'TAKE LEFT FORK 3.7 MI. TO A RD. JUNCTION E., TURN LEFT THROUGH GATE
 MP0528'AND GO E. UP A STEEP SLOPE ALONG TRAIL 1.4 MI. TO HIGHEST PART OF
 MP0528'RIDGE AND WHERE THE RIDGE TURNS TO THE NE. AND STATION SITE.
 MP0528'
 MP0528'STATION MARK--STANDARD TABLET, STAMPED ---FENCE ET 1959---, BRAZED TO
 MP0528'THE TOP OF A 2 IN. IRON PIPE PROTRUDING 0.7 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0658 ***********************************************************************
 MP0658  DESIGNATION -  FENCE ET
 MP0658  PID         -  MP0658
 MP0658  STATE/COUNTY-  WY/CARBON
 MP0658  USGS QUAD   -  MC CARTY RANCH (1961)
 MP0658
 MP0658                         *CURRENT SURVEY CONTROL
 MP0658  ___________________________________________________________________
 MP0658* NAD 83(1993)-  41 16 18.54012(N)    107 20 11.35769(W)     ADJUSTED  
 MP0658* NAVD 88     -      2283.2    (meters)    7491.     (feet)  VERTCON   
 MP0658  ___________________________________________________________________
 MP0658  LAPLACE CORR-          11.17  (seconds)                    DEFLEC99
 MP0658  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 MP0658
 MP0658  HORZ ORDER  -  THIRD
 MP0658
 MP0658.The horizontal coordinates were established by classical geodetic methods
 MP0658.and adjusted by the National Geodetic Survey in January 1997..
 MP0658
 MP0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0658
 MP0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0658
 MP0658.The geoid height was determined by GEOID03.
 MP0658
 MP0658;                    North         East     Units Scale Factor Converg.
 MP0658;SPC WYEC     -   185,706.209   399,735.671   MT  0.99993750   -0 00 07.5
 MP0658;UTM  13      - 4,571,564.896   304,300.109   MT  1.00007136   -1 32 30.2
 MP0658
 MP0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0658!SPC WYEC     -   0.99964395  x   0.99993750  =   0.99958147
 MP0658!UTM  13      -   0.99964395  x   1.00007136  =   0.99971529
 MP0658
 MP0658:                Primary Azimuth Mark                     Grid Az
 MP0658:SPC WYEC     -  BARE ET                                  337 11 54.9
 MP0658:UTM  13      -  BARE ET                                  338 44 17.6
 MP0658
 MP0658|---------------------------------------------------------------------|
 MP0658| PID    Reference Object                     Distance      Geod. Az  |
 MP0658|                                                           dddmmss.s |
 MP0658| MP0659 BARE ET                             APPROX. 5.5 KM 3371147.4 |
 MP0658|---------------------------------------------------------------------|
 MP0658
 MP0658                          SUPERSEDED SURVEY CONTROL
 MP0658
 MP0658  NAD 83(1986)-  41 16 18.52975(N)    107 20 11.34820(W) AD(       ) 3
 MP0658  NAD 27      -  41 16 18.66662(N)    107 20 09.13590(W) AD(       ) 3
 MP0658  NGVD 29 (07/19/86) 2282.0    (m)         7487.     (f) VERT ANG       
 MP0658
 MP0658.Superseded values are not recommended for survey control.
 MP0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0658.See file dsdata.txt to determine how the superseded data were derived.
 MP0658
 MP0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF0430071565(NAD 83)
 MP0658_MARKER: DD = SURVEY DISK
 MP0658_SETTING: 0 = UNSPECIFIED SETTING
 MP0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0658
 MP0658  HISTORY     - Date     Condition        Report By
 MP0658  HISTORY     - 1959     MONUMENTED       USGS
 MP0658
 MP0658                          STATION DESCRIPTION
 MP0658
 MP0658'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0658'STATION IS LOCATED IN CARBON COUNTY, WYOMING.  ABOUT 16.5 MI.
 MP0658'(AIRLINE) N. AND 6.0 MI. E. OF SAVERY, WYOMING.  ABOUT 3 MI. NW. OF
 MP0658'THE TULLIS RANCH AND 0.6 MI. NE. OF THE CONFLUENCE OF SAVERY CREEK
 MP0658'AND LITTLE SAVERY CREEK.
 MP0658'
 MP0658'TO REACH THE STATION FROM THE TULLIS RANCH, GO W. AND NW. FOR 3.9 MI.,
 MP0658'ALONG GRADED RD., TO BRIDGE OVER SAVERY CREEK.  CONTINUE ABOUT 0.1 MI.
 MP0658'TO TRACK RD. (W. OF SAVERY CREEK) RIGHT, TURN RIGHT FOR 0.9 MI. TO
 MP0658'STREAM CROSSING AND TRAIL FORK NE. OF THE CROSSING.  TAKE THE RIGHT
 MP0658'FORK, UP A STEEP GRADE, FOR 1.05 MI. TO FENCE AND GATE.  THE STATION
 MP0658'IS THEN 122 FT. W. AND 12 FT. N. OF THE GATE.
 MP0658'
 MP0658'STATION MARK--STANDARD USGS BRASS TABLET, BRAZED TO A 2 IN. IRON
 MP0658'PIPE AND PROJECTING ABOUT 0.5 FT., STAMPED ---FENCE-ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1083 ***********************************************************************
 MO1083  DESIGNATION -  FENNELL
 MO1083  PID         -  MO1083
 MO1083  STATE/COUNTY-  WY/LARAMIE
 MO1083  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO1083
 MO1083                         *CURRENT SURVEY CONTROL
 MO1083  ___________________________________________________________________
 MO1083* NAD 83(1993)-  41 12 50.48873(N)    104 47 56.36262(W)     ADJUSTED  
 MO1083* NAVD 88     -      1911.     (meters)    6270.     (feet)  SCALED    
 MO1083  ___________________________________________________________________
 MO1083  LAPLACE CORR-         -10.16  (seconds)                    DEFLEC99
 MO1083  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 MO1083
 MO1083  HORZ ORDER  -  SECOND
 MO1083
 MO1083.The horizontal coordinates were established by classical geodetic methods
 MO1083.and adjusted by the National Geodetic Survey in January 1997..
 MO1083
 MO1083.The orthometric height was scaled from a topographic map.
 MO1083
 MO1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1083
 MO1083.The geoid height was determined by GEOID03.
 MO1083
 MO1083;                    North         East     Units Scale Factor Converg.
 MO1083;SPC WY E     -    79,353.482   230,832.396   MT  0.99994920   +0 14 32.1
 MO1083;UTM  13      - 4,562,535.746   516,850.483   MT  0.99960349   +0 07 56.8
 MO1083
 MO1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1083!SPC WY E     -   0.99970287  x   0.99994920  =   0.99965208
 MO1083!UTM  13      -   0.99970287  x   0.99960349  =   0.99930648
 MO1083
 MO1083|---------------------------------------------------------------------|
 MO1083| PID    Reference Object                     Distance      Geod. Az  |
 MO1083|                                                           dddmmss.s |
 MO1083| CQ3726 FENNELL RM 1                         13.175 METERS 01125     |
 MO1083| MO1090 CHEYENNE VOR                        APPROX. 2.2 KM 0984914.7 |
 MO1083| CQ3727 FENNELL RM 2                         12.385 METERS 11327     |
 MO1083| CQ3725 FENNELL AZ MK                                      1610946.8 |
 MO1083|---------------------------------------------------------------------|
 MO1083
 MO1083                          SUPERSEDED SURVEY CONTROL
 MO1083
 MO1083  NAD 83(1986)-  41 12 50.47359(N)    104 47 56.36061(W) AD(       ) 2
 MO1083  NAD 27      -  41 12 50.54530(N)    104 47 54.47660(W) AD(       ) 2
 MO1083
 MO1083.Superseded values are not recommended for survey control.
 MO1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1083.See file dsdata.txt to determine how the superseded data were derived.
 MO1083
 MO1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1685062536(NAD 83)
 MO1083_MARKER: DS = TRIANGULATION STATION DISK
 MO1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1083
 MO1083  HISTORY     - Date     Condition        Report By
 MO1083  HISTORY     - 1959     MONUMENTED       CGS
 MO1083
 MO1083                          STATION DESCRIPTION
 MO1083
 MO1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1083'DISTANCE R.M. 1 TO R.M. 2 = 65.20 FT. 19.873 M.
 MO1083'
 MO1083'THE STATION IS ABOUT 5 MILES NORTH OF CHEYENNE AND ON PROPERTY
 MO1083'OWNED BY MR. T.A. FENNELL.  IT IS ON THE HIGHEST PART OF A LOW
 MO1083'FLAT TOPPED HILL TO THE NORTHWEST OF MR. FENNELLS HOUSE AND IS
 MO1083'321 FEET SOUTHEAST OF A FENCE CORNER.  THE MONUMENT PROJECTS 2
 MO1083'INCHES AND THE MARK IS STAMPED FENNELL 1959.
 MO1083'
 MO1083'REFERENCE MARK 1 IS 290 FEET SOUTHEAST OF A FENCE CORNER.  THE
 MO1083'MONUMENT PROJECTS 3 INCHES AND THE MARK IS STAMPED FENNELL NO 1
 MO1083'1959.
 MO1083'
 MO1083'REFERENCE MARK 2 IS 360 FEET SOUTHEAST OF A FENCE CORNER.  THE
 MO1083'MONUMENT PROJECTS 3 INCHES AND THE MARK IS STAMPED FENNELL NO 2
 MO1083'1959.
 MO1083'
 MO1083'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A FENCE, 2 FEET SOUTHWEST
 MO1083'OF A METAL WITNESS POST AND 39 FEET SOUTHEAST OF THE CENTERLINE
 MO1083'OF A ROAD.  THE MONUMENT IS FLUSH AND THE MARK IS STAMPED FENNELL
 MO1083'1959.
 MO1083'
 MO1083'TO REACH THE STATION FROM THE EAST SIDE OF THE CAPITOL BUILDING
 MO1083'IN CHEYENNE, GO NORTHERLY ON CENTRAL AVENUE FOR 1.55 MILES
 MO1083'TO A SIDE ROAD RIGHT (OLD U.S. HIGHWAY 85 AND 87).  TURN RIGHT,
 MO1083'NORTH, FOR 0.9 MILE TO STOREY BOULEVARD.  TURN RIGHT, EAST, AND GO
 MO1083'0.95 MILE TO A 5 WAY INTERSECTION.  TURN LEFT AND GO NORTHEAST
 MO1083'ON GRAVELED ROAD FOR 1.95 MILES TO THE AZIMUTH MARK ON THE
 MO1083'RIGHT, SOUTHEAST, SIDE OF THE ROAD.  CONTINUE AHEAD FOR 0.3 MILE
 MO1083'TO A ROAD LEADING TO A LARGE LOG HOUSE.  TURN LEFT AND GO 0.4
 MO1083'MILE TO THE HOUSE.  PASS THROUGH THE GATE AT THE SOUTH SIDE OF
 MO1083'THE HOUSE AND GO WESTERLY ON THE FIELD ROAD FOR 0.4 MILE.  TURN
 MO1083'RIGHT AT THIS POINT AND GO NORTH, ACROSS PASTURE LAND FOR
 MO1083'0.25 MILE TO THE TOP OF THE HILL AND THE STATION.
 MO1083'
 MO1083'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0363 ***********************************************************************
 PX0363  DESIGNATION -  FENTON
 PX0363  PID         -  PX0363
 PX0363  STATE/COUNTY-  WY/PARK
 PX0363  USGS QUAD   -  TATMAN MOUNTAIN (1951)
 PX0363
 PX0363                         *CURRENT SURVEY CONTROL
 PX0363  ___________________________________________________________________
 PX0363* NAD 83(1993)-  44 15 59.06667(N)    108 36 13.37577(W)     ADJUSTED  
 PX0363* NAVD 88     -      1919.7    (meters)    6298.     (feet)  VERTCON   
 PX0363  ___________________________________________________________________
 PX0363  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 PX0363  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 PX0363
 PX0363  HORZ ORDER  -  THIRD
 PX0363
 PX0363.The horizontal coordinates were established by classical geodetic methods
 PX0363.and adjusted by the National Geodetic Survey in January 1997..
 PX0363
 PX0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0363
 PX0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0363
 PX0363.The geoid height was determined by GEOID03.
 PX0363
 PX0363;                    North         East     Units Scale Factor Converg.
 PX0363;SPC WYWC     -   418,359.694   611,679.567   MT  0.99993918   +0 06 07.6
 PX0363;UTM  12      - 4,904,255.304   691,259.755   MT  1.00004990   +1 40 23.2
 PX0363
 PX0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0363!SPC WYWC     -   0.99970111  x   0.99993918  =   0.99964031
 PX0363!UTM  12      -   0.99970111  x   1.00004990  =   0.99975100
 PX0363
 PX0363:                Primary Azimuth Mark                     Grid Az
 PX0363:SPC WYWC     -  TATMAN RESET                             067 38 12.0
 PX0363:UTM  12      -  TATMAN RESET                             066 03 56.4
 PX0363
 PX0363|---------------------------------------------------------------------|
 PX0363| PID    Reference Object                     Distance      Geod. Az  |
 PX0363|                                                           dddmmss.s |
 PX0363| PX0357 TATMAN RESET                        APPROX.11.8 KM 0674419.6 |
 PX0363|---------------------------------------------------------------------|
 PX0363
 PX0363                          SUPERSEDED SURVEY CONTROL
 PX0363
 PX0363  NAD 83(1986)-  44 15 59.05724(N)    108 36 13.36857(W) AD(       ) 3
 PX0363  NAD 27      -  44 15 59.22100(N)    108 36 10.94095(W) AD(       ) 3
 PX0363  NGVD 29 (07/19/86) 1918.7    (m)         6295.     (f) VERT ANG       
 PX0363
 PX0363.Superseded values are not recommended for survey control.
 PX0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0363.See file dsdata.txt to determine how the superseded data were derived.
 PX0363
 PX0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ9126004255(NAD 83)
 PX0363
 PX0363  HISTORY     - Date     Condition        Report By
 PX0363  HISTORY     - 1948     MONUMENTED       USGS
 PX0363  HISTORY     - 1948     SEE DESCRIPTION  USGS
 PX0363
 PX0363                          STATION DESCRIPTION
 PX0363
 PX0363'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0363'A SHARP GRAVELLY HILL IN THE BAD LANDS 1 MI. SW. OF THE TATMAN HILLS.
 PX0363'ABOUT 8 MI. SOUTH OF FENTON POST OFFICE, ON GREYBULL RIVER.
 PX0363'
 PX0363'STATION MARK - COPPER PLUG SUNK INTO THE ROCK UNDER A ROCK MONUMENT,
 PX0363'NOT NECESSARILY IN SAME PLACE AS 1896 STATION.
 PX0363'
 PX0363'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0432 ***********************************************************************
 NR0432  DESIGNATION -  FERRIS
 NR0432  PID         -  NR0432
 NR0432  STATE/COUNTY-  WY/CARBON
 NR0432  USGS QUAD   -  SPANISH MINE (1981)
 NR0432
 NR0432                         *CURRENT SURVEY CONTROL
 NR0432  ___________________________________________________________________
 NR0432* NAD 83(1993)-  42 15 23.68253(N)    107 14 21.68854(W)     ADJUSTED  
 NR0432* NAVD 88     -      3069.6    (meters)   10071.     (feet)  VERTCON   
 NR0432  ___________________________________________________________________
 NR0432  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 NR0432  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 NR0432
 NR0432  HORZ ORDER  -  THIRD
 NR0432
 NR0432.The horizontal coordinates were established by classical geodetic methods
 NR0432.and adjusted by the National Geodetic Survey in January 1997..
 NR0432
 NR0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0432
 NR0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0432
 NR0432.The geoid height was determined by GEOID03.
 NR0432
 NR0432;                    North         East     Units Scale Factor Converg.
 NR0432;SPC WYEC     -   295,079.865   407,754.094   MT  0.99993824   +0 03 47.5
 NR0432;UTM  13      - 4,680,692.504   315,284.008   MT  1.00001983   -1 30 22.6
 NR0432
 NR0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0432!SPC WYEC     -   0.99952081  x   0.99993824  =   0.99945908
 NR0432!UTM  13      -   0.99952081  x   1.00001983  =   0.99954063
 NR0432
 NR0432:                Primary Azimuth Mark                     Grid Az
 NR0432:SPC WYEC     -  STONE                                    165 48 06.0
 NR0432:UTM  13      -  STONE                                    167 22 16.1
 NR0432
 NR0432|---------------------------------------------------------------------|
 NR0432| PID    Reference Object                     Distance      Geod. Az  |
 NR0432|                                                           dddmmss.s |
 NR0432| NR0441 STONE                               APPROX.16.3 KM 1655153.5 |
 NR0432|---------------------------------------------------------------------|
 NR0432
 NR0432                          SUPERSEDED SURVEY CONTROL
 NR0432
 NR0432  NAD 83(1986)-  42 15 23.67104(N)    107 14 21.68049(W) AD(       ) 3
 NR0432  NAD 27      -  42 15 23.81477(N)    107 14 19.46017(W) AD(       ) 3
 NR0432  NGVD 29 (07/19/86) 3068.4    (m)        10067.     (f) VERT ANG       
 NR0432
 NR0432.Superseded values are not recommended for survey control.
 NR0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0432.See file dsdata.txt to determine how the superseded data were derived.
 NR0432
 NR0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1528480693(NAD 83)
 NR0432
 NR0432  HISTORY     - Date     Condition        Report By
 NR0432  HISTORY     - 1948     MONUMENTED       USGS
 NR0432  HISTORY     - 1951     GOOD             USGS
 NR0432
 NR0432                          STATION DESCRIPTION
 NR0432
 NR0432'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0432'RECOVERED AS DESCRIBED BELOW
 NR0432'
 NR0432'STATION LOCATED ABOUT 13 MI. SE. OF MUDDY GAP, ABOUT 9 MI. SW. OF
 NR0432'FERRIS, IN THE NW. PART OF T 26 N, R 87 W, ON THE HIGHEST POINT OF
 NR0432'E. END OF FERRIS MOUNTAINS.
 NR0432'
 NR0432'TO REACH FROM ALCOVA POST OFFICE, GO W. ON STATE HIGHWAY 220 FOR 21.6
 NR0432'MI. TO RD. FORK GOING E. TO THE BUZZARD RANCH (2.7 MI. NE. OF
 NR0432'INDEPENDENCE ROCK), TURN LEFT AND GO E. ALONG MAIN TRAVELED GRADED RD.
 NR0432'FOR 3.0 MI. TO A BRIDGE OVER THE SWEETWATER RIVER, CONTINUE E. AND
 NR0432'THEN S. ON MAIN TRAVELED RD. 6.2 MI. TO SINCLAIR OIL CO. PUMP STATION
 NR0432'NO. 8, CONTINUE S. AND SW. 6.1 MI. TO TOP OF BENCH (GALE TRIANGULATION
 NR0432'STATION), CONTINUE S. ON MAIN TRAVELED RD. FOR 2.3 MI. TO DIM RD.
 NR0432'FORKS RIGHT, TURN RIGHT AND GO SW. 0.4 MI., TURN RIGHT AT CROSSROADS
 NR0432'AND GO W. 0.8 MI. TO RD. FORK, TURN LEFT AND GO SW. ON FIELD RDS. FOR
 NR0432'7.0 MI., FOLLOW FIELD RDS. IN A SW. DIRECTION TO A CABIN (SHEEP CAMP)
 NR0432'IN A DRAW, CONTINUE S. AND THEN W. CROSSING ANOTHER DRAW FOR 1.2 MI.
 NR0432'TO A FENCE ON A RIDGE, FOLLOW S. ALONG FENCE AND RIDGE FOR 1.2 MI. TO
 NR0432'END OF TRUCK TRAVEL, CONTINUE S. ON FOOT, UP TIMBERED RIDGE, TO THE
 NR0432'HIGHEST POINT AND STATION, ABOUT ONE AND ONE-HALF HOUR PACK.
 NR0432'
 NR0432'STATION MARK--STANDARD TABLET STAMPED ---FERRIS 1948---, AND SET IN
 NR0432'SOLID ROCK, 8 FT. W. OF HIGHEST POINT.
 NR0432'
 NR0432'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED ---FERRIS NO.
 NR0432'1 1948---, SET IN SOLID ROCK, 44.47 FT. N. OF STATION,
 NR0432'S 11 DEG 30 MIN W.
 NR0432'
 NR0432'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED ---FERRIS NO.
 NR0432'2 1948---, SET IN SOLID ROCK, 8.15 FT. E. OF STATION,
 NR0432'N 66 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0370 ***********************************************************************
 OV0370  DESIGNATION -  FERRIS
 OV0370  PID         -  OV0370
 OV0370  STATE/COUNTY-  WY/JOHNSON
 OV0370  USGS QUAD   -  TTT RANCH (1981)
 OV0370
 OV0370                         *CURRENT SURVEY CONTROL
 OV0370  ___________________________________________________________________
 OV0370* NAD 83(1993)-  43 34 53.23014(N)    106 44 38.87434(W)     ADJUSTED  
 OV0370* NAVD 88     -      1645.4    (meters)    5398.     (feet)  VERTCON   
 OV0370  ___________________________________________________________________
 OV0370  LAPLACE CORR-         -11.38  (seconds)                    DEFLEC99
 OV0370  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 OV0370  OBS GRAVITY -     980,015.6   (mgal)                       GRAV_OBS
 OV0370
 OV0370  HORZ ORDER  -  THIRD
 OV0370
 OV0370.The horizontal coordinates were established by classical geodetic methods
 OV0370.and adjusted by the National Geodetic Survey in January 1997..
 OV0370
 OV0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0370
 OV0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0370
 OV0370.The geoid height was determined by GEOID03.
 OV0370.The observed gravity was obtained from relative gravimeter ties
 OV0370.to the IGSN71 gravity network.
 OV0370
 OV0370;                    North         East     Units Scale Factor Converg.
 OV0370;SPC WYEC     -   442,416.898   447,585.627   MT  0.99996534   +0 24 22.3
 OV0370;UTM  13      - 4,826,865.201   359,185.420   MT  0.99984390   -1 12 09.3
 OV0370
 OV0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0370!SPC WYEC     -   0.99974399  x   0.99996534  =   0.99970934
 OV0370!UTM  13      -   0.99974399  x   0.99984390  =   0.99958793
 OV0370
 OV0370:                Primary Azimuth Mark                     Grid Az
 OV0370:SPC WYEC     -  MURPHY                                   043 30 00.8
 OV0370:UTM  13      -  MURPHY                                   045 06 32.4
 OV0370
 OV0370|---------------------------------------------------------------------|
 OV0370| PID    Reference Object                     Distance      Geod. Az  |
 OV0370|                                                           dddmmss.s |
 OV0370| OV0372 MURPHY                              APPROX. 6.8 KM 0435423.1 |
 OV0370|---------------------------------------------------------------------|
 OV0370
 OV0370                          SUPERSEDED SURVEY CONTROL
 OV0370
 OV0370  NAD 83(1986)-  43 34 53.21237(N)    106 44 38.85275(W) AD(       ) 3
 OV0370  NAD 27      -  43 34 53.32644(N)    106 44 36.66873(W) AD(       ) 3
 OV0370  NGVD 29 (07/19/86) 1644.6    (m)         5396.     (f) VERT ANG       
 OV0370
 OV0370.Superseded values are not recommended for survey control.
 OV0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0370.See file dsdata.txt to determine how the superseded data were derived.
 OV0370
 OV0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ5918526865(NAD 83)
 OV0370
 OV0370  HISTORY     - Date     Condition        Report By
 OV0370  HISTORY     - 1958     MONUMENTED       USGS
 OV0370  HISTORY     - 1959     GOOD             USGS
 OV0370
 OV0370                          STATION DESCRIPTION
 OV0370
 OV0370'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OV0370'STATION IS LOCATED ON A SHARP ROCK OUTCROP ABOUT 19.5 MI. AIR SE. OF
 OV0370'MAYOWORTH,WYOMING AND ABOUT 11.0 MI. AIR SW. OF KAYCEE, WYOMING.
 OV0370'
 OV0370'TO REACH STATION FROM KAYCEE POST OFFICE, FOLLOW U.S. HIGHWAY 87 S.
 OV0370'4.4 MI. TO T-RD. SW. THENCE SW. ALONG GRADED RD. 6.8 MI. TO T-RD. W.
 OV0370'THENCE W. 0.9 MI. TO CROSSING AT MURPHY CREEK, CROSS CREEK AND
 OV0370'CONTINUE W. 0.4 MI. TO Y-RD. FORK. TAKE RIGHT N. FORK 0.3 MI. TO RD.
 OV0370'FORK ACROSS RESERVOIR DAM, TAKE LEFT W. FORK 0.05 MI. TO DIM TRAIL
 OV0370'FORK, TAKE DIM TRAIL -LEFT FORK- W. 0.9 MI. TO STOCK POND, CROSS DAM
 OV0370'AND FOLLOW DIM TRAIL W. 0.8 MI. TO TOP OF HIGH RIDGE, THENCE LEFT S.
 OV0370'ALONG RIDGE 0.2 MI. TO ROCK OUTCROP AND STATION.
 OV0370'
 OV0370'RECOVERED.
 OV0370'
 OV0370'STATION MARK - A STANDARD TABLET CEMENTED IN ROCK OUTCROP AND STAMPED
 OV0370'--- FERRIS 1958 ---.
 OV0370'
 OV0370'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0582 ***********************************************************************
 NQ0582  DESIGNATION -  FETTER
 NQ0582  PID         -  NQ0582
 NQ0582  STATE/COUNTY-  WY/CONVERSE
 NQ0582  USGS QUAD   -  DOUGLAS (1974)
 NQ0582
 NQ0582                         *CURRENT SURVEY CONTROL
 NQ0582  ___________________________________________________________________
 NQ0582* NAD 83(1993)-  42 47 25.52136(N)    105 23 27.38981(W)     ADJUSTED  
 NQ0582* NAVD 88     -      1533.42   (+/-2cm)    5030.9    (feet)  VERTCON   
 NQ0582  ___________________________________________________________________
 NQ0582  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 NQ0582  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NQ0582
 NQ0582  HORZ ORDER  -  SECOND
 NQ0582  VERT ORDER  -  THIRD ? (See Below)
 NQ0582
 NQ0582.The horizontal coordinates were established by classical geodetic methods
 NQ0582.and adjusted by the National Geodetic Survey in January 1997..
 NQ0582
 NQ0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0582.The vertical order pertains to the NGVD 29 superseded value.
 NQ0582
 NQ0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0582
 NQ0582.The geoid height was determined by GEOID03.
 NQ0582
 NQ0582;                    North         East     Units Scale Factor Converg.
 NQ0582;SPC WY E     -   254,397.530   181,651.516   MT  0.99994164   -0 09 08.5
 NQ0582;UTM  13      - 4,737,616.110   468,026.888   MT  0.99961258   -0 15 56.1
 NQ0582
 NQ0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0582!SPC WY E     -   0.99976183  x   0.99994164  =   0.99970348
 NQ0582!UTM  13      -   0.99976183  x   0.99961258  =   0.99937450
 NQ0582
 NQ0582|---------------------------------------------------------------------|
 NQ0582| PID    Reference Object                     Distance      Geod. Az  |
 NQ0582|                                                           dddmmss.s |
 NQ0582| CQ3731 FETTER RM 3                           7.060 METERS 13808     |
 NQ0582| NQ0563 CHEYENNE GRT FALLS AWY BN 11A       APPROX.10.2 KM 1421331.3 |
 NQ0582| CQ3729 FETTER RM 1                          10.153 METERS 26250     |
 NQ0582| CQ3730 FETTER RM 2                           9.466 METERS 34116     |
 NQ0582| CQ3728 FETTER AZ MK                                       3532300.5 |
 NQ0582|---------------------------------------------------------------------|
 NQ0582
 NQ0582                          SUPERSEDED SURVEY CONTROL
 NQ0582
 NQ0582  NAD 83(1986)-  42 47 25.50066(N)    105 23 27.37697(W) AD(       ) 2
 NQ0582  NAD 27      -  42 47 25.61800(N)    105 23 25.43200(W) AD(       ) 2
 NQ0582  NGVD 29 (07/19/86) 1532.56   (m)         5028.1    (f) LEVELING    3  
 NQ0582
 NQ0582.Superseded values are not recommended for survey control.
 NQ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0582.See file dsdata.txt to determine how the superseded data were derived.
 NQ0582
 NQ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6802737616(NAD 83)
 NQ0582_MARKER: DD = SURVEY DISK
 NQ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0582
 NQ0582  HISTORY     - Date     Condition        Report By
 NQ0582  HISTORY     - 1947     MONUMENTED       USGS
 NQ0582  HISTORY     - 1948     GOOD             USGS
 NQ0582  HISTORY     - 1960     GOOD             CGS
 NQ0582  HISTORY     - 1977     GOOD             NGS
 NQ0582  HISTORY     - 1985     GOOD             DMA
 NQ0582
 NQ0582                          STATION DESCRIPTION
 NQ0582
 NQ0582'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0582'STATION IS LOCATED IN T 33 N., R. 71 W., SEC. 33, ON HIGHEST
 NQ0582'POINT OF A SMALL KNOLL, ABOUT 1-1/2 MILE AIRLINE NORTH OF
 NQ0582'DOUGLAS, 6 FEET NORTHWEST OF WHITE WITNESS POST.  STATION MARK
 NQ0582'IS A U.S. GEOLOGICAL SURVEY DISK SET IN A 6 INCH SQUARE CONCRETE
 NQ0582'POST, PROJECTS 6 INCHES, AND STAMPED, FETTER 1947.
 NQ0582'
 NQ0582'REFERENCE MARK NO. 1 IS A U.S.G.S. REFERENCE MARK SET IN AN
 NQ0582'8 INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES, ABOUT 18 INCHES
 NQ0582'LOWER THAN STATION, AND STAMPED, FETTER NO 1 1947.
 NQ0582'
 NQ0582'REFERENCE MARK NO. 2 IS A U.S.G.S. REFERENCE MARK SET IN AN
 NQ0582'8 INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES, ABOUT 3 FEET
 NQ0582'LOWER THAN STATION, AND STAMPED, FETTER NO 2 1947.
 NQ0582'
 NQ0582'REFERENCE MARK NO. 3 IS ABOUT 6 INCHES HIGHER THAN STATION,
 NQ0582'PROJECTS 4 INCHES, AND STAMPED, FETTER NO 3 1948.
 NQ0582'
 NQ0582'AZIMUTH MARK IS LOCATED AT WINDMILL AND WATER HOLE, SET IN
 NQ0582'SOUTHWEST CORNER OF 4 FOOT SQUARE CONCRETE PLATFORM WITH
 NQ0582'PUMP IN ITS CENTER, FLUSH WITH GROUND, AND STAMPED, FETTER
 NQ0582'1948.
 NQ0582'
 NQ0582'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND 87 WITH STATE
 NQ0582'ROUTE 87 IN DOUGLAS, GO NORTH ON STATE ROUTE 87 FOR 1.65 MILE TO
 NQ0582'A SIDE ROAD LEFT.  TURN LEFT ONTO GRADED ROAD AND GO 1.0 MILE
 NQ0582'TO FORK.  TAKE LEFT FORK AND GO 0.3 MILE TO GATE.  PASS THROUGH
 NQ0582'GATE AND CONTINUE ON ROAD FOR 0.65 MILE TO SIDE ROAD RIGHT.
 NQ0582'(TO REACH AZIMUTH MARK FROM HERE TAKE SIDE ROAD RIGHT
 NQ0582'AND GO 0.1 MILE TO MARK AS DESCRIBED ABOVE)--TO CONTINUE TO
 NQ0582'STATION FROM SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN
 NQ0582'ROAD FOR 0.1 MILE TO DIM ROAD LEFT.  TURN LEFT ONTO DIM ROAD
 NQ0582'AND GO 0.3 MILE TO TOP OF HILL AND STATION AS DESCRIBED
 NQ0582'ABOVE.  A DRIVE STATION.
 NQ0582
 NQ0582                          STATION RECOVERY (1960)
 NQ0582
 NQ0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 NQ0582'STATION AND ALL REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 NQ0582'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 NQ0582
 NQ0582                          STATION RECOVERY (1977)
 NQ0582
 NQ0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NQ0582'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 NQ0582'
 NQ0582'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 87, 20 AND
 NQ0582'STATE HIGHWAY 59 (4TH-CENTER STREETS INTERSECTION) IN DOUGLAS.  GO
 NQ0582'NORTHERLY ON STATE HIGHWAY 59 FOR 1.85 MILES TO A GRADED ROAD AND
 NQ0582'SIGN JIMS WATER SERVICE ON LEFT.  TURN LEFT AND GO WESTERLY ON
 NQ0582'GRADED ROAD FOR 0.75 MILE TO A ROAD FORK.  KEEP LEFT AND CONTINUE ON
 NQ0582'A GRADED ROAD, SOUTHERLY FOR 0.55 MILE TO A METAL GATE.  PASS
 NQ0582'THROUGH THE GATE AND CONTINUE STRAIGHT AHEAD ON THE ROAD FOR 0.3
 NQ0582'MILE TO A TRACK ROAD ON RIGHT AND THE AZIMUTH MARK IN A CONCRETE
 NQ0582'BASE OF A WINDMILL WHICH IS 0.1 MILE WEST OF THIS POINT.
 NQ0582'CONTINUE SOUTHERLY ON ROAD FOR 0.15 MILE TO A WELL TRAVELED TRACK
 NQ0582'ROAD ON LEFT.  TURN LEFT AND GO EASTERLY ON TRACK ROAD FOR 0.25
 NQ0582'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE ON ROAD FOR
 NQ0582'0.15 MILE TO TOP OF A KNOLL AND STATION.
 NQ0582
 NQ0582                          STATION RECOVERY (1985)
 NQ0582
 NQ0582'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (RSB)
 NQ0582'FETTER 1947 FOUND GOOD.
 NQ0582'STATION AND REFERENCE MARKS RECOVERED, AZIMUTH MARK NOT RECOVERED NEW
 NQ0582'TO REACH--TO REACH THE STATION FROM THE INTERSECTION OF CENTER
 NQ0582'STREET AND 4TH STREET (STATE HWY 59) IN DOWNTOWN DOUGLAS GO NORTH ON
 NQ0582'STATE HWY 59 FOR 1.85 MILES TO A DIRT ROAD LEFT, TURN LEFT (NORTH)
 NQ0582'AND GO 0.5 MILES TO A TURN LEFT, TURN LEFT (WEST) AND GO 1.1 MILES
 NQ0582'TO A DIM DIRT ROAD LEFT, TURN LEFT (SOUTH) AND GO 0.2 MILES TO
 NQ0582'A GATE, PASS THROUGH GATE AND CONTINUE ON ROAD 0.15 MILES TO TOP OF
 NQ0582'HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0409 ***********************************************************************
 OU0409  DESIGNATION -  FIDDLE
 OU0409  PID         -  OU0409
 OU0409  STATE/COUNTY-  WY/CONVERSE
 OU0409  USGS QUAD   -  BILL SE (1984)
 OU0409
 OU0409                         *CURRENT SURVEY CONTROL
 OU0409  ___________________________________________________________________
 OU0409* NAD 83(1993)-  43 02 48.07200(N)    105 20 59.55561(W)     ADJUSTED  
 OU0409* NAVD 88     -      1578.6    (meters)    5179.     (feet)  VERTCON   
 OU0409  ___________________________________________________________________
 OU0409  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 OU0409  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 OU0409
 OU0409  HORZ ORDER  -  THIRD
 OU0409  VERT ORDER  -  THIRD ? (See Below)
 OU0409
 OU0409.The horizontal coordinates were established by classical geodetic methods
 OU0409.and adjusted by the National Geodetic Survey in January 1997..
 OU0409
 OU0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0409.The vertical order pertains to the NGVD 29 superseded value.
 OU0409
 OU0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0409
 OU0409.The geoid height was determined by GEOID03.
 OU0409
 OU0409;                    North         East     Units Scale Factor Converg.
 OU0409;SPC WY E     -   282,856.315   185,073.135   MT  0.99994024   -0 07 30.2
 OU0409;UTM  13      - 4,766,058.682   471,503.727   MT  0.99960999   -0 14 19.8
 OU0409
 OU0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0409!SPC WY E     -   0.99975485  x   0.99994024  =   0.99969511
 OU0409!UTM  13      -   0.99975485  x   0.99960999  =   0.99936494
 OU0409
 OU0409:                Primary Azimuth Mark                     Grid Az
 OU0409:SPC WY E     -  MIZE                                     123 37 56.5
 OU0409:UTM  13      -  MIZE                                     123 44 46.1
 OU0409
 OU0409|---------------------------------------------------------------------|
 OU0409| PID    Reference Object                     Distance      Geod. Az  |
 OU0409|                                                           dddmmss.s |
 OU0409| NQ0537 MIZE                                APPROX. 9.9 KM 1233026.3 |
 OU0409|---------------------------------------------------------------------|
 OU0409
 OU0409                          SUPERSEDED SURVEY CONTROL
 OU0409
 OU0409  NAD 83(1986)-  43 02 48.05091(N)    105 20 59.53980(W) AD(       ) 3
 OU0409  NAD 27      -  43 02 48.17036(N)    105 20 57.60062(W) AD(       ) 3
 OU0409  NGVD 29 (07/19/86) 1577.7    (m)         5176.     (f) LEVELING    3  
 OU0409
 OU0409.Superseded values are not recommended for survey control.
 OU0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0409.See file dsdata.txt to determine how the superseded data were derived.
 OU0409
 OU0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7150466059(NAD 83)
 OU0409_MARKER: DD = SURVEY DISK
 OU0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0409_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OU0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0409+STABILITY: SURFACE MOTION
 OU0409
 OU0409  HISTORY     - Date     Condition        Report By
 OU0409  HISTORY     - 1947     MONUMENTED       USGS
 OU0409
 OU0409                          STATION DESCRIPTION
 OU0409
 OU0409'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OU0409'LOCATED ON HIGHEST OF SEVERAL KNOLLS IN SECTION, OVERLOOKING BOX
 OU0409'CREEK VALLEY TO N., SW. 1/4 SECTION 35, T 35 N, R 71 W.
 OU0409'
 OU0409'TO REACH STATION FROM DOUGLAS, AT FOURTH AND CENTER STREETS, GO N. ON
 OU0409'STATE HIGHWAY 87 FOR 6.20 MI. TO Y-RD. N., TURN N. ON COUNTY RD. 2.00
 OU0409'MI. TO CATTLEGUARD IN RD., CONTINUE N. FOR 6.10 MI. TO FAINT
 OU0409'CROSSROADS, FOLLOW MAIN RD. W. AND NW. FOR 0.80 MI. N. 4.50 MI. TO
 OU0409'ANOTHER CATTLEGUARD IN RD. N. AT SCHOOLHOUSE W., CONTINUE N. 2.70 MI.
 OU0409'TO Y-RD. N. AND NW. 200 FT. N. OF SMALL WOODEN BRIDGE, CONTINUE N. ON
 OU0409'RIGHT FORK 2.70 MI. TO OLD T-RD. W., AT THIS POINT LEAVE RD. AND GO
 OU0409'THROUGH GATE NE. IN FENCE, CONTINUE NE. ACROSS FIELD 0.40 MI. TO TOP
 OU0409'OF KNOLL AND STATION.
 OU0409'
 OU0409'STATION MARK--STANDARD TABLET STAMPED ---FIDDLE 1947--- AND SET IN
 OU0409'8 BY 8 IN. BY 4 FT. CONCRETE POST.
 OU0409'
 OU0409'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED ---FIDDLE
 OU0409'NO. 1 1947--- AND SET IN 8 BY 8 IN. BY 4 FT. CONCRETE POST, LOCATED
 OU0409'88.2 FT. FROM STATION, S 69 DEG 14 MIN E.
 OU0409'
 OU0409'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED ---FIDDLE
 OU0409'NO. 2 1947--- AND SET IN 8 BY 8 IN. BY 4 FT. CONCRETE POST, LOCATED
 OU0409'46.5 FT. FROM STATION, S 08 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0346 ***********************************************************************
 PX0346  DESIGNATION -  FIFTEEN
 PX0346  PID         -  PX0346
 PX0346  STATE/COUNTY-  WY/WASHAKIE
 PX0346  USGS QUAD   -  DUTCH NICK FLAT SW (1976)
 PX0346
 PX0346                         *CURRENT SURVEY CONTROL
 PX0346  ___________________________________________________________________
 PX0346* NAD 83(1993)-  44 03 12.88752(N)    108 26 03.56137(W)     ADJUSTED  
 PX0346* NAVD 88     -      1685.6    (meters)    5530.     (feet)  VERTCON   
 PX0346  ___________________________________________________________________
 PX0346  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 PX0346  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 PX0346
 PX0346  HORZ ORDER  -  THIRD
 PX0346
 PX0346.The horizontal coordinates were established by classical geodetic methods
 PX0346.and adjusted by the National Geodetic Survey in January 1997..
 PX0346
 PX0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0346
 PX0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0346
 PX0346.The geoid height was determined by GEOID03.
 PX0346
 PX0346;                    North         East     Units Scale Factor Converg.
 PX0346;SPC WYEC     -   495,291.772   311,778.675   MT  1.00003319   -0 45 56.2
 PX0346;UTM  12      - 4,881,024.525   705,518.070   MT  1.00011951   +1 47 04.6
 PX0346
 PX0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0346!SPC WYEC     -   0.99973782  x   1.00003319  =   0.99977100
 PX0346!UTM  12      -   0.99973782  x   1.00011951  =   0.99985730
 PX0346
 PX0346:                Primary Azimuth Mark                     Grid Az
 PX0346:SPC WYEC     -  PAINT                                    121 01 37.3
 PX0346:UTM  12      -  PAINT                                    118 28 36.5
 PX0346
 PX0346|---------------------------------------------------------------------|
 PX0346| PID    Reference Object                     Distance      Geod. Az  |
 PX0346|                                                           dddmmss.s |
 PX0346| PX0513 PAINT                               APPROX. 7.6 KM 1201541.1 |
 PX0346|---------------------------------------------------------------------|
 PX0346
 PX0346                          SUPERSEDED SURVEY CONTROL
 PX0346
 PX0346  NAD 83(1986)-  44 03 12.88142(N)    108 26 03.55219(W) AD(       ) 3
 PX0346  NAD 27      -  44 03 13.04748(N)    108 26 01.15803(W) AD(       ) 3
 PX0346  NGVD 29 (07/19/86) 1684.7    (m)         5527.     (f) VERT ANG       
 PX0346
 PX0346.Superseded values are not recommended for survey control.
 PX0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0346.See file dsdata.txt to determine how the superseded data were derived.
 PX0346
 PX0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP0551881025(NAD 83)
 PX0346_MARKER: DD = SURVEY DISK
 PX0346_SETTING: 0 = UNSPECIFIED SETTING
 PX0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0346
 PX0346  HISTORY     - Date     Condition        Report By
 PX0346  HISTORY     - 1948     MONUMENTED       USGS
 PX0346
 PX0346                          STATION DESCRIPTION
 PX0346
 PX0346'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0346'STATION LOCATED ABOUT 23 MI. SE. OF MEETEETSE, WYOMING ON HIGH BROAD
 PX0346'TOP OVERLOOKING GOOSEBERRY VALLEY FROM N. IN SE. 1/4 SEC. 12, T.47 N.,
 PX0346'R. 97 W.
 PX0346'
 PX0346'TO REACH STATION FROM MEETEETSE POST OFFICE,PROCEED
 PX0346'SOUTHEASTERLY ALONG STATE HIGHWAY 420 20.2 MI. TO DIRT RD. ON LEFT GO
 PX0346'LEFT ALONG DIRT RD. 5.6 MI. DOWN GOOSEBERRY CREEK RD. TO TRAIL RD.
 PX0346'INTERSECTION ON LEFT AT BRIDGE OVER IRRIGATION DITCH, GO LEFT ALONG
 PX0346'TRAIL RD. 1.7 MI. TO FORKS, GO RIGHT 1.8 MI. TO FORKS THEN RIGHT 2.1
 PX0346'MI. TO FORKS, AND LEFT 0.7 MI. TO FORKS, GO RIGHT 0.4 MI. TO FORKS,
 PX0346'GO RIGHT 1.7 MI. TO FORKS, THENCE RIGHT 2.0 MI. TO FORKS, THENCE LEFT
 PX0346'0.4 MI. TO FORKS, GO LEFT 3.3 MI. TO FORKS GO RIGHT 0.1 MI. TO FORKS
 PX0346'AND LEFT 3.4 MI. SOUTHEASTERLY TO HIGHEST POINT ON BROAD RIDGE NEAR
 PX0346'RIM OVERLOOKING GOOSEBERRY CREEK.
 PX0346'
 PX0346'STATION MARK - STANDARD STATION TABLET SET IN CONCRETE POST PROJECTING
 PX0346'4 IN. ABOVE GROUND, STAMPED ---FIFTEEN 1948 5527---.
 PX0346'
 PX0346'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET SET IN CONCRETE POST
 PX0346'PROJECTING 6 IN. ABOVE GROUND AND STAMPED ---FIFTEEN 1948 NO.1---,
 PX0346'38.70 FT., N 16 DEG 27 MIN E, FROM STATION.
 PX0346'
 PX0346'REFERENCE MARK NO.2 - 4 IN. IRON PIPE DRIVEN IN GROUND WITH METAL TAG
 PX0346'STAMPED ---FIFTEEN---, 7.2 FT., S 49 DEG 04 MIN W,
 PX0346'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0675 ***********************************************************************
 MP0675  DESIGNATION -  FILLMORE
 MP0675  PID         -  MP0675
 MP0675  STATE/COUNTY-  WY/CARBON
 MP0675  USGS QUAD   -  CRESTON JUNCTION (1981)
 MP0675
 MP0675                         *CURRENT SURVEY CONTROL
 MP0675  ___________________________________________________________________
 MP0675* NAD 83(1993)-  41 38 49.00621(N)    107 43 42.96296(W)     ADJUSTED  
 MP0675* NAVD 88     -      2194.4    (meters)    7199.     (feet)  VERTCON   
 MP0675  ___________________________________________________________________
 MP0675  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 MP0675  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MP0675
 MP0675  HORZ ORDER  -  THIRD
 MP0675
 MP0675.The horizontal coordinates were established by classical geodetic methods
 MP0675.and adjusted by the National Geodetic Survey in January 1997..
 MP0675
 MP0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0675
 MP0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0675
 MP0675.The geoid height was determined by GEOID03.
 MP0675
 MP0675;                    North         East     Units Scale Factor Converg.
 MP0675;SPC WYEC     -   227,442.005   367,073.419   MT  0.99995084   -0 15 45.6
 MP0675;UTM  13      - 4,614,175.356   272,768.785   MT  1.00023545   -1 48 50.5
 MP0675
 MP0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0675!SPC WYEC     -   0.99965820  x   0.99995084  =   0.99960905
 MP0675!UTM  13      -   0.99965820  x   1.00023545  =   0.99989357
 MP0675
 MP0675:                Primary Azimuth Mark                     Grid Az
 MP0675:SPC WYEC     -  COAL BANK                                233 37 28.9
 MP0675:UTM  13      -  COAL BANK                                235 10 33.8
 MP0675
 MP0675|---------------------------------------------------------------------|
 MP0675| PID    Reference Object                     Distance      Geod. Az  |
 MP0675|                                                           dddmmss.s |
 MP0675| MP0681 COAL BANK                           APPROX. 5.9 KM 2332143.3 |
 MP0675|---------------------------------------------------------------------|
 MP0675
 MP0675                          SUPERSEDED SURVEY CONTROL
 MP0675
 MP0675  NAD 83(1986)-  41 38 48.99762(N)    107 43 42.95436(W) AD(       ) 3
 MP0675  NAD 27      -  41 38 49.14854(N)    107 43 40.67942(W) AD(       ) 3
 MP0675  NGVD 29 (10/23/89) 2193.1    (m)         7195.     (f) VERT ANG       
 MP0675
 MP0675.Superseded values are not recommended for survey control.
 MP0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0675.See file dsdata.txt to determine how the superseded data were derived.
 MP0675
 MP0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG7276914175(NAD 83)
 MP0675_MARKER: DD = SURVEY DISK
 MP0675_SETTING: 66 = SET IN ROCK OUTCROP
 MP0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0675
 MP0675  HISTORY     - Date     Condition        Report By
 MP0675  HISTORY     - 1912     MONUMENTED       USGS
 MP0675  HISTORY     - 1966     GOOD             USGS
 MP0675
 MP0675                          STATION DESCRIPTION
 MP0675
 MP0675'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MP0675'ON HIGHEST POINT OF NE. END OF RIDGE OVERLOOKING THE DRAINAGE OF
 MP0675'FILLMORE CREEK TO THE E.  THE RIDGE IS A SPUT OF THE CONTINENTAL
 MP0675'DIVIDE AND IS 3.5 MI. S. BY 2 MI. E. OF CRESTON STATION ON THE UNION
 MP0675'PACIFIC RAILROAD AND ABOUT 1.5 MI. W. OF FILLMORE CREEK.  IT IS IN
 MP0675'SEC. 2, T 19 N, R 92 W.
 MP0675'
 MP0675'TO REACH FROM JUNCTION OF U.S. HIGHWAY 30 AND WYOMING HIGHWAY 789 AT
 MP0675'CRESTON, GO S. ON HIGHWAY 789 FOR 6.1 MI. TO TRACK RD. LEFT (E.), TURN
 MP0675'LEFT ON TRACK RD. AND GO 1.2 MI. TO DIM CROSSROADS.  TURN LEFT (N.)
 MP0675'ON DIM RD. AND GO 0.4 MI.  AT THIS POINT TURN RIGHT AND GO ABOUT 0.15
 MP0675'MI. ACROSS COUNTRY TO HIGHEST POINT OF RIDGE AND STATION.
 MP0675
 MP0675                          STATION RECOVERY (1966)
 MP0675
 MP0675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MP0675'ON HIGHEST POINT OF NE. END OF RIDGE OVERLOOKING THE DRAINAGE OF
 MP0675'FILLMORE CREEK TO THE E.  THE RIDGE IS A SPUR ON THE CONTINENTAL
 MP0675'DIVIDE AND IS 3.5 MI. S. BY 2 MI. E. OF CRESTON STATION ON THE
 MP0675'UNION PACIFIC RAILROAD AND ABOUT 1.5 MI. W. OF FILLMORE CREEK.  IT
 MP0675'IS IN SEC. 2, T 19 N, R 92 W.
 MP0675'
 MP0675'RECOVERED AND REDESCRIBED AS FOLLOWS
 MP0675'
 MP0675'TO REACH FROM JUNCTION OF U.S. HIGHWAY 30 AND WYOMING HIGHWAY 789
 MP0675'AT CRESTON, GO S. ON HIGHWAY 789 FOR 6.1 MI. TO TRACK RD. LEFT (E.),
 MP0675'TURN LEFT ON TRACK RD. AND GO 1.2 MI. TO DIM CROSSROADS.  TURN LEFT
 MP0675'(N.) ON DIM RD. AND GO 0.4 MI.  AT THIS POINT TURN RIGHT AND GO ABOUT
 MP0675'0.15 MI. ACROSS COUNTRY TO HIGHEST POINT OF RIDGE AND STATION.
 MP0675'
 MP0675'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN ROCK LEDGE, STAMPED
 MP0675'---FILLMORE 1912 ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0538 ***********************************************************************
 MP0538  DESIGNATION -  FIPS 1
 MP0538  PID         -  MP0538
 MP0538  STATE/COUNTY-  WY/ALBANY
 MP0538  USGS QUAD   -  HORATIO ROCK (1983)
 MP0538
 MP0538                         *CURRENT SURVEY CONTROL
 MP0538  ___________________________________________________________________
 MP0538* NAD 83(1993)-  41 01 15.21423(N)    106 16 12.57018(W)     ADJUSTED  
 MP0538* NAVD 88     -      2690.     (meters)    8825.     (feet)  VERTCON   
 MP0538  ___________________________________________________________________
 MP0538  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 MP0538  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 MP0538
 MP0538  HORZ ORDER  -  THIRD
 MP0538
 MP0538.The horizontal coordinates were established by classical geodetic methods
 MP0538.and adjusted by the National Geodetic Survey in January 1997..
 MP0538
 MP0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0538
 MP0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0538
 MP0538.The geoid height was determined by GEOID03.
 MP0538
 MP0538;                    North         East     Units Scale Factor Converg.
 MP0538;SPC WY E     -    58,427.780   107,191.838   MT  1.00004347   -0 43 27.5
 MP0538;SPC CO N     -   492,464.049   849,622.634   MT  1.00004719   -0 29 51.5
 MP0538;SPC CO N     - 1,615,692.47  2,787,470.26   sFT  1.00004719   -0 29 51.5
 MP0538;UTM  13      - 4,541,853.329   393,210.244   MT  0.99974036   -0 50 01.4
 MP0538
 MP0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0538!SPC WY E     -   0.99957989  x   1.00004347  =   0.99962334
 MP0538!SPC CO N     -   0.99957989  x   1.00004719  =   0.99962706
 MP0538!UTM  13      -   0.99957989  x   0.99974036  =   0.99932035
 MP0538
 MP0538:                Primary Azimuth Mark                     Grid Az
 MP0538:SPC WY E     -  PARKVIEW HILL                            271 22 29.0
 MP0538:SPC CO N     -  PARKVIEW HILL                            271 08 53.0
 MP0538:UTM  13      -  PARKVIEW HILL                            271 29 02.9
 MP0538
 MP0538|---------------------------------------------------------------------|
 MP0538| PID    Reference Object                     Distance      Geod. Az  |
 MP0538|                                                           dddmmss.s |
 MP0538| MP0540 PARKVIEW HILL                       APPROX.10.8 KM 2703901.5 |
 MP0538|---------------------------------------------------------------------|
 MP0538
 MP0538                          SUPERSEDED SURVEY CONTROL
 MP0538
 MP0538  NAD 83(1993)-  41 01 15.21134(N)    106 16 12.57014(W) AD(       ) 3
 MP0538  NAD 83(1986)-  41 01 15.21133(N)    106 16 12.56613(W) AD(       ) 3
 MP0538  NAD 27      -  41 01 15.31781(N)    106 16 10.48583(W) AD(       ) 3
 MP0538  NGVD 29 (07/19/86) 2689.     (m)         8822.     (f) VERT ANG       
 MP0538
 MP0538.Superseded values are not recommended for survey control.
 MP0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0538.See file dsdata.txt to determine how the superseded data were derived.
 MP0538
 MP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF9321041853(NAD 83)
 MP0538_MARKER: DD = SURVEY DISK
 MP0538_SETTING: 66 = SET IN ROCK OUTCROP
 MP0538_SP_SET: SET IN ROCK OUTCROP
 MP0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0538+STABILITY: POSITION/ELEVATION WELL
 MP0538
 MP0538  HISTORY     - Date     Condition        Report By
 MP0538  HISTORY     - 1949     MONUMENTED       USGS
 MP0538
 MP0538                          STATION DESCRIPTION
 MP0538
 MP0538'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 MP0538'LOCATED ABOUT 1.5 MI. N. OF COLORADO-WYOMING STATE LINE AND ON A
 MP0538'SEPARATE TOP, COVERED WITH ASPEN AND SCATTERED PINE TREES, WHICH
 MP0538'IS LOWER THAN MAIN RIDGE TO THE E.
 MP0538'
 MP0538'TO REACH FROM MOUNTAIN HOME, WYOMING, WHICH IS LOCATED JUST N. OF
 MP0538'COLORADO-WYOMING STATE LINE, GO S. ON HIGHWAY 127 2.0 MI. TO GRADED
 MP0538'RD. RIGHT (SW.), THENCE RIGHT 4.8 MI. (CROSSING RAILROAD TRACKS) TO
 MP0538'RD. FORK LEFT (W.), JUST E. OF HORATIO ROCK, THENCE LEFT (CROSSING
 MP0538'CREEK) 1.0 MI. TO T-RD. SE., JUST ABOUT 0.03 MI. N. OF RD. FORK,
 MP0538'THENCE LEFT (SE.) 1.0 MI. TO BEND RIGHT AROUND HEAD OF DRAIN.  END
 MP0538'OF TRUCK TRAVEL.  PACK E. UP RIDGE ABOUT 0.2 MI. TO TOP AND STATION
 MP0538'SITE.
 MP0538'
 MP0538'STATION MARK--STANDARD TABLET DRILLED IN ROCK, THE HIGHEST ON TOP, AND
 MP0538'STAMPED ---FIPS-1 1949---.
 MP0538'
 MP0538'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN ROCK, 17.10
 MP0538'FT. FROM STATION, S 75 DEG 56 MIN E.
 MP0538'
 MP0538'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN ROCK, 23.5
 MP0538'FT. FROM STATION, N 26 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0533 ***********************************************************************
 MP0533  DESIGNATION -  FIRCV 1
 MP0533  PID         -  MP0533
 MP0533  STATE/COUNTY-  WY/ALBANY
 MP0533  USGS QUAD   -  FOXPARK (1992)
 MP0533
 MP0533                         *CURRENT SURVEY CONTROL
 MP0533  ___________________________________________________________________
 MP0533* NAD 83(1993)-  41 00 56.41641(N)    106 13 22.58740(W)     ADJUSTED  
 MP0533* NAVD 88     -      2731.     (meters)    8960.     (feet)  VERTCON   
 MP0533  ___________________________________________________________________
 MP0533  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 MP0533  GEOID HEIGHT-         -10.90  (meters)                     GEOID03
 MP0533
 MP0533  HORZ ORDER  -  THIRD
 MP0533
 MP0533.The horizontal coordinates were established by classical geodetic methods
 MP0533.and adjusted by the National Geodetic Survey in January 1997..
 MP0533
 MP0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0533
 MP0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0533
 MP0533.The geoid height was determined by GEOID03.
 MP0533
 MP0533;                    North         East     Units Scale Factor Converg.
 MP0533;SPC WY E     -    57,798.789   111,156.065   MT  1.00003461   -0 41 35.7
 MP0533;UTM  13      - 4,541,216.962   397,172.060   MT  0.99973014   -0 48 09.5
 MP0533
 MP0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0533!SPC WY E     -   0.99957345  x   1.00003461  =   0.99960805
 MP0533!UTM  13      -   0.99957345  x   0.99973014  =   0.99930371
 MP0533
 MP0533:                Primary Azimuth Mark                     Grid Az
 MP0533:SPC WY E     -  FISCHER                                  228 51 31.4
 MP0533:UTM  13      -  FISCHER                                  228 58 05.2
 MP0533
 MP0533|---------------------------------------------------------------------|
 MP0533| PID    Reference Object                     Distance      Geod. Az  |
 MP0533|                                                           dddmmss.s |
 MP0533| LM0570 FISCHER                             APPROX.17.7 KM 2280955.7 |
 MP0533|---------------------------------------------------------------------|
 MP0533
 MP0533                          SUPERSEDED SURVEY CONTROL
 MP0533
 MP0533  NAD 83(1993)-  41 00 56.41433(N)    106 13 22.58273(W) AD(       ) 3
 MP0533  NAD 83(1986)-  41 00 56.41108(N)    106 13 22.58193(W) AD(       ) 3
 MP0533  NAD 27      -  41 00 56.49930(N)    106 13 20.50754(W) AD(       ) 3
 MP0533  NGVD 29 (07/19/86) 2730.     (m)         8957.     (f) VERT ANG       
 MP0533
 MP0533.Superseded values are not recommended for survey control.
 MP0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0533.See file dsdata.txt to determine how the superseded data were derived.
 MP0533
 MP0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF9717241217(NAD 83)
 MP0533_MARKER: DD = SURVEY DISK
 MP0533_SETTING: 66 = SET IN ROCK OUTCROP
 MP0533_SP_SET: SET IN A ROCK LEDGE
 MP0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0533+STABILITY: POSITION/ELEVATION WELL
 MP0533
 MP0533  HISTORY     - Date     Condition        Report By
 MP0533  HISTORY     - 1949     MONUMENTED       USGS
 MP0533
 MP0533                          STATION DESCRIPTION
 MP0533
 MP0533'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 MP0533'LOCATED IN MEDICINE BOW NATIONAL FOREST, APPROXIMATELY 11.2 MI. N. OF
 MP0533'COWDREY, COLORADO, AND ABOUT 1.7 MI. NW. OF WHERE HIGHWAY 127 CROSSES
 MP0533'WYOMING-COLORADO STATE LINE.
 MP0533'
 MP0533'TO REACH FROM COWDREY, COLORADO, GO N. ON STATE HIGHWAYS 125 AND 127
 MP0533'FOR 3.9 MI. TO JUNCTION OF ABOVE HIGHWAYS, THENCE 8.8 MI. ON STATE
 MP0533'HIGHWAY 127 TO WHERE PORTER RANCH AND DOUGLAS CREEK ROAD JOINS
 MP0533'HIGHWAY.  TAKE SHARP LEFT TURN AND REVERSE DIRECTION DOWN GRAVEL RD.,
 MP0533'GO 1.25 MI. ALONG WELL TRAVELED RD. TO RAILROAD CROSSING.  THENCE,
 MP0533'STILL ON GRAVEL RD., GO 1.4 MI. TO PORTER RANCH (WHICH IS ALSO A
 MP0533'NATIONAL FOREST WARDEN STATION).  TURN RIGHT ON LITTLE USED RD.
 MP0533'ABOUT 100 FT. PAST RANCH AND PASS THROUGH GATE.  PROCEED ALONG RD.
 MP0533'IN GENERAL NORTHEASTERN DIRECTION FOR 0.9 MI. TO WHERE RD. CROSSES
 MP0533'DRAIN.  THEN GO 0.1 MI. E. TO POINT DIRECTLY BELOW CLEARING ON HILL
 MP0533'ABOVE.  AT THIS POINT JEEP TRAVEL ENDS.  STATION IS LOCATED ON FIRST
 MP0533'ROCKY POINT ABOVE AND NE. OF CLEARING ON SAME HILL, A 15-MINUTE PACK.
 MP0533'
 MP0533'STATION MARK--STANDARD USGS TABLET SET IN ROCKY LEDGE, STAMPED
 MP0533'---FIRCV-1 1949---.
 MP0533'
 MP0533'REFERENCE MARK NO. 1--ARROW CHISELED IN ROCK, 34.6 FT. FROM STATION,
 MP0533'S 27 DEG 58 MIN E.
 MP0533'
 MP0533'REFERENCE MARK NO. 2--ARROW CHISELED IN ROCK, 22.7 FT. FROM STATION,
 MP0533'S 62 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1263 ***********************************************************************
 PY1263  DESIGNATION -  FIREHOLE
 PY1263  PID         -  PY1263
 PY1263  STATE/COUNTY-  WY/TETON
 PY1263  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY1263
 PY1263                         *CURRENT SURVEY CONTROL
 PY1263  ___________________________________________________________________
 PY1263* NAD 83(1993)-  44 32 55.14517(N)    110 46 18.95293(W)     ADJUSTED  
 PY1263* NAVD 88     -      2453.9    (meters)    8051.     (feet)  VERTCON   
 PY1263  ___________________________________________________________________
 PY1263  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 PY1263  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PY1263
 PY1263  HORZ ORDER  -  THIRD
 PY1263
 PY1263.The horizontal coordinates were established by classical geodetic methods
 PY1263.and adjusted by the National Geodetic Survey in January 1997..
 PY1263
 PY1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1263
 PY1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1263
 PY1263.The geoid height was determined by GEOID03.
 PY1263
 PY1263;                    North         East     Units Scale Factor Converg.
 PY1263;SPC WY W     -   549,940.997   745,285.057   MT  0.99997430   -0 28 59.1
 PY1263;UTM  12      - 4,932,838.579   518,115.860   MT  0.99960404   +0 09 36.0
 PY1263
 PY1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1263!SPC WY W     -   0.99961679  x   0.99997430  =   0.99959110
 PY1263!UTM  12      -   0.99961679  x   0.99960404  =   0.99922098
 PY1263
 PY1263:                Primary Azimuth Mark                     Grid Az
 PY1263:SPC WY W     -  MIDWAY                                   246 28 01.5
 PY1263:UTM  12      -  MIDWAY                                   245 49 26.4
 PY1263
 PY1263|---------------------------------------------------------------------|
 PY1263| PID    Reference Object                     Distance      Geod. Az  |
 PY1263|                                                           dddmmss.s |
 PY1263| PY1264 MIDWAY                              APPROX. 5.8 KM 2455902.4 |
 PY1263|---------------------------------------------------------------------|
 PY1263
 PY1263                          SUPERSEDED SURVEY CONTROL
 PY1263
 PY1263  NAD 83(1993)-  44 32 55.14488(N)    110 46 18.95305(W) AD(       ) 3
 PY1263  NAD 83(1986)-  44 32 55.13844(N)    110 46 18.94408(W) AD(       ) 3
 PY1263  NAD 27      -  44 32 55.36967(N)    110 46 16.20842(W) AD(       ) 3
 PY1263  NGVD 29 (07/19/86) 2452.5    (m)         8046.     (f) VERT ANG       
 PY1263
 PY1263.Superseded values are not recommended for survey control.
 PY1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1263.See file dsdata.txt to determine how the superseded data were derived.
 PY1263
 PY1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1811632839(NAD 83)
 PY1263_MARKER: DD = SURVEY DISK
 PY1263_SETTING: 0 = UNSPECIFIED SETTING
 PY1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1263
 PY1263  HISTORY     - Date     Condition        Report By
 PY1263  HISTORY     - 1955     MONUMENTED       USGS
 PY1263
 PY1263                          STATION DESCRIPTION
 PY1263
 PY1263'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1263'STATION IS LOCATED ABOUT 8.2 MI. (AIRLINE) SE. OF MADISON JUNCTION,
 PY1263'6.8 MI. NNE. OF OLD FAITHFUL, YELLOWSTONE PARK, ON HIGHEST POINT OF
 PY1263'A PARTLY WOODED TOP, 1.5 MI. ENE. OF FIREHOLE LAKE.
 PY1263'
 PY1263'TO REACH STATION FROM MADISON JUNCTION, PROCEED S. ON RD. TO OLD
 PY1263'FAITHFUL FOR 7.6 MI. TO RD. TO LEFT LEADING TO FIREHOLE LAKE.  TAKE
 PY1263'RD. 1.1 MI. TO LAKE AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 PY1263'TO ENE. UP RIDGE ON N. SIDE OF DRAIN LEADING INTO LAKE FOR 1.5 MI.
 PY1263'TO HIGHEST POINT ON HILL AND STATION, ABOUT A 1/2 HOUR PACK IS
 PY1263'REQUIRED.
 PY1263'
 PY1263'STATION MARK--STANDARD TABLET, SET IN PIPE PROJECTING 1.5 FT. ABOVE
 PY1263'GROUND, AND STAMPED ---FIREHOLE 1955---.
 PY1263'
 PY1263'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0233 ***********************************************************************
 NS0233  DESIGNATION -  FISH
 NS0233  PID         -  NS0233
 NS0233  STATE/COUNTY-  WY/FREMONT
 NS0233  USGS QUAD   -  ANDERSON RIDGE (1991)
 NS0233
 NS0233                         *CURRENT SURVEY CONTROL
 NS0233  ___________________________________________________________________
 NS0233* NAD 83(1993)-  42 26 04.68228(N)    108 56 08.66146(W)     ADJUSTED  
 NS0233* NAVD 88     -      2492.9    (meters)    8179.     (feet)  VERTCON   
 NS0233  ___________________________________________________________________
 NS0233  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 NS0233  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 NS0233
 NS0233  HORZ ORDER  -  THIRD
 NS0233
 NS0233.The horizontal coordinates were established by classical geodetic methods
 NS0233.and adjusted by the National Geodetic Survey in January 1997..
 NS0233
 NS0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0233
 NS0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0233
 NS0233.The geoid height was determined by GEOID03.
 NS0233
 NS0233;                    North         East     Units Scale Factor Converg.
 NS0233;SPC WYWC     -   214,869.470   584,717.474   MT  0.99994037   -0 07 31.2
 NS0233;UTM  12      - 4,700,099.260   669,792.224   MT  0.99995472   +1 23 35.5
 NS0233
 NS0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0233!SPC WYWC     -   0.99961100  x   0.99994037  =   0.99955140
 NS0233!UTM  12      -   0.99961100  x   0.99995472  =   0.99956574
 NS0233
 NS0233:                Primary Azimuth Mark                     Grid Az
 NS0233:SPC WYWC     -  ACORN                                    239 25 53.2
 NS0233:UTM  12      -  ACORN                                    237 54 46.5
 NS0233
 NS0233|---------------------------------------------------------------------|
 NS0233| PID    Reference Object                     Distance      Geod. Az  |
 NS0233|                                                           dddmmss.s |
 NS0233| NS0234 ACORN                               APPROX. 4.1 KM 2391822.0 |
 NS0233|---------------------------------------------------------------------|
 NS0233
 NS0233                          SUPERSEDED SURVEY CONTROL
 NS0233
 NS0233  NAD 83(1986)-  42 26 04.66532(N)    108 56 08.66042(W) AD(       ) 3
 NS0233  NAD 27      -  42 26 04.82930(N)    108 56 06.23942(W) AD(       ) 3
 NS0233  NGVD 29 (07/19/86) 2491.6    (m)         8175.     (f) VERT ANG       
 NS0233
 NS0233.Superseded values are not recommended for survey control.
 NS0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0233.See file dsdata.txt to determine how the superseded data were derived.
 NS0233
 NS0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6979200099(NAD 83)
 NS0233_MARKER: DD = SURVEY DISK
 NS0233_SETTING: 66 = SET IN ROCK OUTCROP
 NS0233_SP_SET: SET IN ROCK OUTCROP
 NS0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0233+STABILITY: POSITION/ELEVATION WELL
 NS0233
 NS0233  HISTORY     - Date     Condition        Report By
 NS0233  HISTORY     - 1951     MONUMENTED       USGS
 NS0233
 NS0233                          STATION DESCRIPTION
 NS0233
 NS0233'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0233'LOCATED ABOUT 5.0 MI. -AIRLINE- W. OF U.S. HIGHWAY 28 AND ABOUT 2.5
 NS0233'MI. -AIRLINE- N. OF SWEETWATER RIVER, ON A HIGH PROMINENT ROUND TOP IN
 NS0233'SEC. 31, T.29 N., R.101 W.
 NS0233'
 NS0233'TO REACH FROM NEW SOUTH PASS, WYOMING, PROCEED S. ON HIGHWAY 28 2.9
 NS0233'TO FISH CREEK.  CONTINUE ON HIGHWAY FOR 0.7 MI. TO A NON GRADED RD. W.
 NS0233'TURN W. RIGHT FROM HIGHWAY AND GO 01. MI. TO A CROSSROAD.  CONTINUE W.
 NS0233'0.5 MI. TO A CROSSROAD.  CONTINUE W. 1.4 MI. THRU SADDLE AND TO A
 NS0233'CREEK.  CROSS CREEK AND CONTINUE W. ON RD. FOR 0.5 MI. TO A Y-RD.
 NS0233'TURN RIGHT, GO 0.2 MI. TO A CROSSROAD.  TURN RIGHT -N- GO 0.7 MI. TO
 NS0233'A DIM CROSSROAD.  CONTINUE N. 0.3 MI. TO A Y-RD. -DIM Y-TRAIL-.
 NS0233'TURN LEFT, GO 0.1 MI. TO TOP OF RIDGE AND SADDLE.  LEAVE TRAIL AND
 NS0233'CROSS COUNTRY 0.5 MI. UP OVER SMALL TOP THRU SADDLE, TO NEXT TOP ,
 NS0233'AND STATION SITE.
 NS0233'
 NS0233'STATION MARK - STANDARD BRONZE TABLET STAMPED, ---FISH 1951---
 NS0233'CEMENTED IN A SOLID ROCK OUTCROP, ON THE HIGHEST PART OF MOUNTAIN.
 NS0233'
 NS0233'REFERENCE MARK NO.1 - STANDARD R.M. TABLET CEMENTED IN A SOLID ROCK
 NS0233'OUTCROP, STAMPED ---FISH 1951 NO.1---, 22.65 FT. FROM STATION MARK,
 NS0233'N 06 DEG 31 MIN W.
 NS0233'
 NS0233'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET, CEMENTED IN A
 NS0233'SOLID ROCK OUTCROP, STAMPED, ---FISH 1951 NO.2---. 36.71 FT, FROM
 NS0233'STATION MARK, N 48 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0841 ***********************************************************************
 OX0841  DESIGNATION -  FISH
 OX0841  PID         -  OX0841
 OX0841  STATE/COUNTY-  WY/TETON
 OX0841  USGS QUAD   -  TETON VILLAGE (1996)
 OX0841
 OX0841                         *CURRENT SURVEY CONTROL
 OX0841  ___________________________________________________________________
 OX0841* NAD 83(1993)-  43 32 15.95409(N)    110 51 25.45371(W)     ADJUSTED  
 OX0841* NAVD 88     -      1905.1    (meters)    6250.     (feet)  VERTCON   
 OX0841  ___________________________________________________________________
 OX0841  LAPLACE CORR-          -8.11  (seconds)                    DEFLEC99
 OX0841  GEOID HEIGHT-          -9.53  (meters)                     GEOID03
 OX0841
 OX0841  HORZ ORDER  -  SECOND
 OX0841
 OX0841.The horizontal coordinates were established by classical geodetic methods
 OX0841.and adjusted by the National Geodetic Survey in January 1997..
 OX0841
 OX0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0841
 OX0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0841
 OX0841.The geoid height was determined by GEOID03.
 OX0841
 OX0841;                    North         East     Units Scale Factor Converg.
 OX0841;SPC WY W     -   437,685.513   737,465.535   MT  0.99998558   -0 31 58.8
 OX0841;UTM  12      - 4,820,545.426   511,547.837   MT  0.99960164   +0 05 54.4
 OX0841
 OX0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0841!SPC WY W     -   0.99970284  x   0.99998558  =   0.99968842
 OX0841!UTM  12      -   0.99970284  x   0.99960164  =   0.99930460
 OX0841
 OX0841:                Primary Azimuth Mark                     Grid Az
 OX0841:SPC WY W     -  FISH AZ MK                               151 51 10.3
 OX0841:UTM  12      -  FISH AZ MK                               151 13 17.1
 OX0841
 OX0841|---------------------------------------------------------------------|
 OX0841| PID    Reference Object                     Distance      Geod. Az  |
 OX0841|                                                           dddmmss.s |
 OX0841| CP5351 FISH AZ MK                                         1511911.5 |
 OX0841| CP5352 FISH RM 1                             5.485 METERS 23854     |
 OX0841| CP5353 FISH RM 2                             5.580 METERS 34054     |
 OX0841|---------------------------------------------------------------------|
 OX0841
 OX0841                          SUPERSEDED SURVEY CONTROL
 OX0841
 OX0841  NAD 83(1993)-  43 32 15.95005(N)    110 51 25.44787(W) AD(       ) 2
 OX0841  NAD 83(1986)-  43 32 15.94425(N)    110 51 25.44081(W) AD(       ) 2
 OX0841  NAD 27      -  43 32 16.20100(N)    110 51 22.66900(W) AD(       ) 2
 OX0841  NGVD 29 (07/19/86) 1903.8    (m)         6246.     (f) VERT ANG       
 OX0841
 OX0841.Superseded values are not recommended for survey control.
 OX0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0841.See file dsdata.txt to determine how the superseded data were derived.
 OX0841
 OX0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1154820545(NAD 83)
 OX0841_MARKER: DS = TRIANGULATION STATION DISK
 OX0841_SETTING: 80 = SET IN A BOULDER
 OX0841_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OX0841
 OX0841  HISTORY     - Date     Condition        Report By
 OX0841  HISTORY     - 1946     MONUMENTED       CGS
 OX0841  HISTORY     - 1981     GOOD             LOCSUR
 OX0841
 OX0841                          STATION DESCRIPTION
 OX0841
 OX0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0841'THE STATION IS LOCATED ABOUT 3 MILES AIRLINE NORTH OF WILSON,
 OX0841'ABOUT 6-1/2 MILES AIRLINE NORTHWEST OF JACKSON, ON A LOW FLAT
 OX0841'AREA ON THE WEST SIDE OF FISH CREEK AND ABOUT 0.5 MILE SOUTH
 OX0841'OF THE ENTRANCE TO PHILLIPS CANYON.  THE DISK IS SET FLUSH IN
 OX0841'THE TOP OF A 1 BY 2 FOOT BOULDER PROJECTING ABOUT 6 INCHES,
 OX0841'38 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD, 78 FEET
 OX0841'NORTHEAST OF THE NORTHEAST CORNER OF A LOG CABIN ON THE WEST
 OX0841'SIDE OF THE ROAD, 47-1/2 FEET WEST BY SOUTH OF A FENCE CORNER
 OX0841'AND IS STAMPED FISH 1946.
 OX0841'
 OX0841'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN THE TOP OF A BOULDER
 OX0841'PROJECTING ABOUT 4 INCHES, WEST SOUTHWEST OF THE STATION, 22
 OX0841'FEET EAST OF THE CENTER OF THE ROAD AND IS STAMPED FISH NO 1 1946.
 OX0841'
 OX0841'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN THE TOP OF A BOULDER
 OX0841'PROJECTING ABOUT 5 INCHES, NORTHWEST OF THE STATION, 32 FEET
 OX0841'EAST OF THE CENTER OF THE ROAD AND IS STAMPED FISH NO 2 1946.
 OX0841'
 OX0841'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHEAST OF THE
 OX0841'STATION ACROSS HAY FIELDS.  THE DISK IS SET IN A CONCRETE
 OX0841'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND, 1 FOOT SOUTH
 OX0841'OF A NORTHEAST - SOUTHWEST FENCE LINE, 30 FEET NORTHEAST OF
 OX0841'AN ANGLE IN THE FENCE LINE AND IS STAMPED FISH 1946.
 OX0841'
 OX0841'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN WILSON
 OX0841'GO WEST ON STATE HIGHWAY NO. 22 TO A GRAVEL ROAD NORTH AT THE
 OX0841'DODGE GARAGE AND SERVICE STATION.  TURN RIGHT, NORTH, AND
 OX0841'FOLLOW MAIN ROAD NORTH AND EAST FOR 0.35 MILE TO A CROSSROAD,
 OX0841'TURN LEFT AND GO NORTHERLY FOR 2.15 MILES TO A FORK AND A BRIDGE
 OX0841'ON THE RIGHT FORK, CONTINUE STRAIGHT AHEAD ALONG THE WEST SIDE
 OX0841'OF FISH CREEK FOR 0.7 MILE TO A LOG CABIN ON THE LEFT AND THE
 OX0841'STATION ON THE RIGHT AS DESCRIBED.
 OX0841
 OX0841                          STATION RECOVERY (1981)
 OX0841
 OX0841'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (PNS)
 OX0841'FISH STATION MARK 1946 RECOVERED GOOD.
 OX0841'
 OX0841'NOTE--REF. MON. NLY, 17 FT. GOOD CONDITION ALSO.
 OX0841'
 OX0841'WSW, 68.0 FEET FROM W1/16 CORNER MONUMENT S.2/S.11, T41N, R117W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0376 ***********************************************************************
 OW0376  DESIGNATION -  FISH LAKE
 OW0376  PID         -  OW0376
 OW0376  STATE/COUNTY-  WY/FREMONT
 OW0376  USGS QUAD   -  FISH LAKE (1991)
 OW0376
 OW0376                         *CURRENT SURVEY CONTROL
 OW0376  ___________________________________________________________________
 OW0376* NAD 83(1993)-  43 32 56.61681(N)    109 57 51.16082(W)     ADJUSTED  
 OW0376* NAVD 88     -      3071.67   (+/-2cm)   10077.6    (feet)  VERTCON   
 OW0376  ___________________________________________________________________
 OW0376  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 OW0376  GEOID HEIGHT-          -8.09  (meters)                     GEOID03
 OW0376
 OW0376  HORZ ORDER  -  FIRST
 OW0376  VERT ORDER  -  THIRD ? (See Below)
 OW0376
 OW0376.The horizontal coordinates were established by classical geodetic methods
 OW0376.and adjusted by the National Geodetic Survey in January 1997..
 OW0376
 OW0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0376.The vertical order pertains to the NGVD 29 superseded value.
 OW0376
 OW0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0376
 OW0376.The geoid height was determined by GEOID03.
 OW0376
 OW0376;                    North         East     Units Scale Factor Converg.
 OW0376;SPC WYWC     -   339,365.847   501,883.917   MT  1.00005587   -0 50 11.9
 OW0376;SPC WY W     -   438,656.401   809,625.786   MT  0.99993864   +0 04 55.5
 OW0376;UTM  12      - 4,822,311.032   583,670.044   MT  0.99968611   +0 42 49.2
 OW0376
 OW0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0376!SPC WYWC     -   0.99951982  x   1.00005587  =   0.99957566
 OW0376!SPC WY W     -   0.99951982  x   0.99993864  =   0.99945849
 OW0376!UTM  12      -   0.99951982  x   0.99968611  =   0.99920608
 OW0376
 OW0376:                Primary Azimuth Mark                     Grid Az
 OW0376:SPC WYWC     -  FISH LAKE AZ MK                          007 55 58.0
 OW0376:SPC WY W     -  FISH LAKE AZ MK                          007 00 50.6
 OW0376:UTM  12      -  FISH LAKE AZ MK                          006 22 56.9
 OW0376
 OW0376|---------------------------------------------------------------------|
 OW0376| PID    Reference Object                     Distance      Geod. Az  |
 OW0376|                                                           dddmmss.s |
 OW0376| CP5354 FISH LAKE AZ MK                                    0070546.1 |
 OW0376| CP5355 FISH LAKE RM 1                       12.720 METERS 19724     |
 OW0376| CP5356 FISH LAKE RM 2                        9.522 METERS 29124     |
 OW0376| CP5357 FISH LAKE RP CROSS                    7.370 METERS 35529     |
 OW0376|---------------------------------------------------------------------|
 OW0376
 OW0376                          SUPERSEDED SURVEY CONTROL
 OW0376
 OW0376  NAD 83(1986)-  43 32 56.60618(N)    109 57 51.14975(W) AD(       ) 1
 OW0376  NAD 27      -  43 32 56.79200(N)    109 57 48.53700(W) AD(       ) 1
 OW0376  NGVD 29 (07/19/86) 3070.15   (m)        10072.7    (f) LEVELING    3  
 OW0376
 OW0376.Superseded values are not recommended for survey control.
 OW0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0376.See file dsdata.txt to determine how the superseded data were derived.
 OW0376
 OW0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP8367022311(NAD 83)
 OW0376_MARKER: DD = SURVEY DISK
 OW0376_SETTING: 80 = SET IN A BOULDER
 OW0376_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OW0376
 OW0376  HISTORY     - Date     Condition        Report By
 OW0376  HISTORY     - 1908     MONUMENTED       USGS
 OW0376  HISTORY     - 1946     GOOD             USGS
 OW0376
 OW0376                          STATION DESCRIPTION
 OW0376
 OW0376'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OW0376'THE STATION IS LOCATED ABOUT 18 MILES WEST OF DUBOIS, 8 MILES
 OW0376'WEST OF DU NOIR, ON WHAT IS KNOWN AS FISH LAKE MOUNTAIN.  IT IS
 OW0376'A STANDARD USGS DISK STAMPED 10,060, SET IN THE TOP OF A BOULDER,
 OW0376'PROJECTING ABOUT 6 INCHES.  THE MARK IS ON THE WEST AND THE
 OW0376'HIGHEST PART OF THE MOUNTAIN, AND AT THE NORTHWEST EDGE OF A
 OW0376'GROVE OF PINE TREES 30 FEET SOUTHEAST OF A LONE PINE BUSH, AND
 OW0376'6 FEET NORTHWEST OF THREE SMALL STUMPS.
 OW0376'
 OW0376'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED FISH LAKE USGS
 OW0376'NO. 1 1946, SET IN THE TOP OF A BOULDER PROJECTING ABOUT 1 FOOT.
 OW0376'IT IS 12 FT. NORTH OF A LONE PINE TREE, AND ABOUT 4 FEET
 OW0376'LOWER THAN THE STATION.
 OW0376'
 OW0376'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FISH LAKE USGS
 OW0376'NO. 2 1946, SET IN THE TOP OF A BOULDER PROJECTING ABOUT 6
 OW0376'INCHES.  IT IS 4 FEET SOUTH OF A PINE BUSH, AND ABOUT THE SAME
 OW0376'ELEVATION AS THE STATION.
 OW0376'
 OW0376'THERE IS AN OLD REFERENCE WHICH IS A CHISELED CROSS IN A BOULDER
 OW0376'PROJECTING ABOUT 4 INCHES.  IT IS 30 FEET EAST OF A PINE BUSH,
 OW0376'AND THE SAME ELEVATION AS THE STATION.
 OW0376'
 OW0376'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FISH LAKE USGS 1946,
 OW0376'SET IN THE TOP OF A BOULDER PROJECTING ABOUT 4 INCHES.  IT IS 200
 OW0376'FEET NORTHEAST OF THE HIGHEST PART OF THE KNOLL, 110 FEET EAST OF
 OW0376'THE TREE LINE, AND 35 FEET SOUTH OF A BLAZED PINE TREE.
 OW0376'
 OW0376'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST FOR 0.85
 OW0376'MILE TO THE ONLY KNOLL IN THIS VICINITY THAT WILL SEE THE
 OW0376'STATION.
 OW0376'
 OW0376'TO REACH THE STATION FROM DU BOIS GO WEST ON U.S. HIGHWAY 287
 OW0376'FOR 9.25 MILES TO ROAD ON THE LEFT, SIGN WYOMING TIE AND TIMBER
 OW0376'CO.  TURN LEFT AND FOLLOW THE MAIN ROAD FOR 5.7 MILES TO THE
 OW0376'DU NOIR POST OFFICE, CONTINUE WEST FOR 1.4 MILES TO A FORK, KEEP
 OW0376'LEFT AND GO 3.0 MILES TO THE BOTTOM OF A HILL AND FORKS, KEEP
 OW0376'TO THE LEFT CROSSING A BRIDGE AND GO 3.4 MILES TO A FORK, KEEP
 OW0376'TO THE RIGHT ON THE NORTH SIDE OF A CREEK AND GO 0.7 MILE TO
 OW0376'JOHNSON COW CAMP, PASS THROUGH THE CORRALS AND TO THE LEFT OF
 OW0376'THE HOUSE AND GO 0.3 MILE TO A POLE GATE, PASS THROUGH THE GATE
 OW0376'AND BEAR RIGHT UP THE CREEK FOR 1.5 MILES TO A CLEARING ON THE
 OW0376'LEFT.  TURN LEFT THROUGH CLEARING AND GO 0.4 MILE TO A
 OW0376'MEADOW THENCE BEAR RIGHT NORTHWEST FOR 1.5 MILES TO THE
 OW0376'HIGHEST HILL IN THE VICINITY AND THE STATION AS DESCRIBED
 OW0376'ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0552 ***********************************************************************
 NQ0552  DESIGNATION -  FITZHUGH
 NQ0552  PID         -  NQ0552
 NQ0552  STATE/COUNTY-  WY/PLATTE
 NQ0552  USGS QUAD   -  CEDAR HILL (1949)
 NQ0552
 NQ0552                         *CURRENT SURVEY CONTROL
 NQ0552  ___________________________________________________________________
 NQ0552* NAD 83(1993)-  42 33 00.07509(N)    105 14 25.04611(W)     ADJUSTED  
 NQ0552* NAVD 88     -      1641.     (meters)    5384.     (feet)  VERTCON   
 NQ0552  ___________________________________________________________________
 NQ0552  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 NQ0552  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NQ0552
 NQ0552  HORZ ORDER  -  THIRD
 NQ0552
 NQ0552.The horizontal coordinates were established by classical geodetic methods
 NQ0552.and adjusted by the National Geodetic Survey in January 1997..
 NQ0552
 NQ0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0552
 NQ0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0552
 NQ0552.The geoid height was determined by GEOID03.
 NQ0552
 NQ0552;                    North         East     Units Scale Factor Converg.
 NQ0552;SPC WY E     -   227,672.087   193,953.390   MT  0.99993795   -0 02 59.2
 NQ0552;UTM  13      - 4,710,875.323   480,271.991   MT  0.99960479   -0 09 45.0
 NQ0552
 NQ0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0552!SPC WY E     -   0.99974488  x   0.99993795  =   0.99968284
 NQ0552!UTM  13      -   0.99974488  x   0.99960479  =   0.99934977
 NQ0552
 NQ0552                          SUPERSEDED SURVEY CONTROL
 NQ0552
 NQ0552  NAD 83(1986)-  42 33 00.05463(N)    105 14 25.03535(W) AD(       ) 3
 NQ0552  NAD 27      -  42 33 00.16728(N)    105 14 23.10890(W) AD(       ) 3
 NQ0552  NGVD 29 (07/19/86) 1640.     (m)         5381.     (f) VERT ANG       
 NQ0552
 NQ0552.Superseded values are not recommended for survey control.
 NQ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0552.See file dsdata.txt to determine how the superseded data were derived.
 NQ0552
 NQ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8027210875(NAD 83)
 NQ0552_MARKER: DD = SURVEY DISK
 NQ0552_SETTING: 0 = UNSPECIFIED SETTING
 NQ0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0552
 NQ0552  HISTORY     - Date     Condition        Report By
 NQ0552  HISTORY     - 1947     MONUMENTED       USGS
 NQ0552
 NQ0552                          STATION DESCRIPTION
 NQ0552
 NQ0552'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0552'LOCATED ON GRASSY KNOLL APPROXIMATELY 10 MI. SSE. OF ORIN.
 NQ0552'
 NQ0552'TO REACH STATION, PROCEED SE. ON U.S. HIGHWAY 87 FROM BRIDGE CROSSING
 NQ0552'NORTH PLATTE RIVER AT ORIN RIVERSIDE FOR 1.2 MI., TURN RIGHT OVER
 NQ0552'RAILROAD TRACKS AND CATTLEGUARD, GO 0.3 MI. SW. TO CATTLEGUARD AND 0.1
 NQ0552'MI. W. TO FENCE CORNER, TURN SW. AND GO 0.5 MI. TO TWO STREAM CROSSING
 NQ0552'AND THEN 0.7 MI. TO THIRD STREAM CROSSING, CONTINUE 0.9 MI. TO TOP OF
 NQ0552'HILL AND CATTLEGUARD, FOLLOW RD. SW. AND SE. FOR 0.8 MI. TO
 NQ0552'CATTLEGUARD, GO 3.4 MI. SW. TO GATE, FROM HERE GO S. 1.0 MI. TO
 NQ0552'FITZHUGH COW CAMP, GO THRU YARD AND THEN S. FOR 0.6 MI. FOLLOWING
 NQ0552'FENCE AND TELEPHONE LINE, TURN SW. FOR 0.15 MI. TO Y-JUNCTION, TAKE
 NQ0552'RIGHT TRAIL AND GO SW. FOR 0.4 MI. TO TOP OF HILL.  STATION IS
 NQ0552'LOCATED ABOUT 9 YDS. NW. OF TRAIL.
 NQ0552'
 NQ0552'STATION MARK--STANDARD TABLET STAMPED ---FITZHUGH 1947--- AND SET IN
 NQ0552'TOP OF CONCRETE MONUMENT.
 NQ0552'
 NQ0552'REFERENCE MARK NO. 1--IRON STAKE EXTENDING 10 IN. ABOVE GROUND,
 NQ0552'LOCATED 37.7 FT. W. OF STATION.
 NQ0552'
 NQ0552'REFERENCE MARK NO. 2--IRON PIPE EXTENDING 8 IN. ABOVE GROUND,
 NQ0552'LOCATED 42.2 FT. N. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0510 ***********************************************************************
 PX0510  DESIGNATION -  FIVE
 PX0510  PID         -  PX0510
 PX0510  STATE/COUNTY-  WY/BIG HORN
 PX0510  USGS QUAD   -  SCHUSTER FLATS NW (1976)
 PX0510
 PX0510                         *CURRENT SURVEY CONTROL
 PX0510  ___________________________________________________________________
 PX0510* NAD 83(1993)-  44 11 49.47308(N)    108 08 53.02320(W)     ADJUSTED  
 PX0510* NAVD 88     -      1481.36   (+/-2cm)    4860.1    (feet)  VERTCON   
 PX0510  ___________________________________________________________________
 PX0510  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 PX0510  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 PX0510
 PX0510  HORZ ORDER  -  THIRD
 PX0510  VERT ORDER  -  THIRD ? (See Below)
 PX0510
 PX0510.The horizontal coordinates were established by classical geodetic methods
 PX0510.and adjusted by the National Geodetic Survey in January 1997..
 PX0510
 PX0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0510.The vertical order pertains to the NGVD 29 superseded value.
 PX0510
 PX0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0510
 PX0510.The geoid height was determined by GEOID03.
 PX0510
 PX0510;                    North         East     Units Scale Factor Converg.
 PX0510;SPC WYEC     -   510,968.675   334,874.409   MT  0.99998964   -0 34 04.8
 PX0510;UTM  12      - 4,897,717.673   727,896.152   MT  1.00023879   +1 59 20.5
 PX0510
 PX0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0510!SPC WYEC     -   0.99976987  x   0.99998964  =   0.99975951
 PX0510!UTM  12      -   0.99976987  x   1.00023879  =   1.00000861
 PX0510
 PX0510:                Primary Azimuth Mark                     Grid Az
 PX0510:SPC WYEC     -  BUFF                                     344 13 50.6
 PX0510:UTM  12      -  BUFF                                     341 40 25.3
 PX0510
 PX0510|---------------------------------------------------------------------|
 PX0510| PID    Reference Object                     Distance      Geod. Az  |
 PX0510|                                                           dddmmss.s |
 PX0510| PX0339 BUFF                                APPROX. 6.1 KM 3433945.8 |
 PX0510|---------------------------------------------------------------------|
 PX0510
 PX0510                          SUPERSEDED SURVEY CONTROL
 PX0510
 PX0510  NAD 83(1986)-  44 11 49.46435(N)    108 08 53.01991(W) AD(       ) 3
 PX0510  NGVD 29 (11/06/89) 1480.47   (m)         4857.2    (f) LEVELING    3  
 PX0510
 PX0510.Superseded values are not recommended for survey control.
 PX0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0510.See file dsdata.txt to determine how the superseded data were derived.
 PX0510
 PX0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2789697718(NAD 83)
 PX0510_MARKER: DS = TRIANGULATION STATION DISK
 PX0510_SETTING: 0 = UNSPECIFIED SETTING
 PX0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0510
 PX0510  HISTORY     - Date     Condition        Report By
 PX0510  HISTORY     - 1948     MONUMENTED       USGS
 PX0510
 PX0510                          STATION DESCRIPTION
 PX0510
 PX0510'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0510'STATION LOCATED ABOUT 16 MI. NW. OF WORLAND, 10 MI. SW. OF MANDERSON
 PX0510'AND ABOUT 2.0 MI. S. OF FIVEMILE CREEK, ON KNOLL AND S. SIDE OF LONG
 PX0510'NE-SW. RIDGE.
 PX0510'
 PX0510'TO REACH FROM BASIN POST OFFICE, GO S. ON U.S. HIGHWAY 20 10.1 MI. TO
 PX0510'SIDE RD. (MONTGOMERY RANCH SIGN), TURN RIGHT OFF HIGHWAY AND GO 0.7
 PX0510'MI. TO RANCH, TURN RIGHT THRU RANCH AND GO W. 0.8 MI. TO T-RD.
 PX0510'INTERSECTION, TURN LEFT AND GO S. 0.4 MI., CROSS IRRIGATION DITCH,
 PX0510'CONTINUE SW. 2.1 MI. TO RD. INTERSECTION, CONTINUE STRAIGHT AHEAD
 PX0510'1.2 MI. TO CROSSROAD, CONTINUE 0.5 MI. TO RD. FORK, TAKE LEFT FORK
 PX0510'AND GO 1.9 MI. TO RD. FORK, TAKE LEFT FORK AND GO 0.8 MI. TO
 PX0510'CROSSROADS, CROSS OVER CREEK AND GO 1.2 MI. TO RD. FORKS ON TOP OF
 PX0510'RIDGE, TAKE RIGHT FORK AND GO 2.6 MI. TO T-RD. FORK, TAKE RIGHT FORK
 PX0510'AND GO 2.8 MI., THENCE TURN S. OFF RD. AND GO 0.2 MI. TO STATION.
 PX0510'(JEEP MILEAGE)
 PX0510'
 PX0510'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 PX0510'---FIVE 1948---.
 PX0510'
 PX0510'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---FIVE NO. 1
 PX0510'1948 4857---, SET IN CONCRETE MONUMENT, 21.10 FT. FROM STATION MARK
 PX0510'IN TRUE AZIMUTH OF 335 DEGREES 23 MINUTES 24 SECONDS.
 PX0510'
 PX0510'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---FIVE NO. 2
 PX0510'1948 4857---, SET IN CONCRETE MONUMENT, 30.80 FT. FROM STATION MARK
 PX0510'IN TRUE AZIMUTH OF 104 DEGREES 47 MINUTES 09 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0407 ***********************************************************************
 OW0407  DESIGNATION -  FIVE MILE
 OW0407  PID         -  OW0407
 OW0407  STATE/COUNTY-  WY/FREMONT
 OW0407  USGS QUAD   -  LOST WELLS BUTTE (1978)
 OW0407
 OW0407                         *CURRENT SURVEY CONTROL
 OW0407  ___________________________________________________________________
 OW0407* NAD 83(1993)-  43 14 29.95408(N)    108 29 28.46006(W)     ADJUSTED  
 OW0407* NAVD 88     -      1630.5    (meters)    5349.     (feet)  VERTCON   
 OW0407  ___________________________________________________________________
 OW0407  LAPLACE CORR-          -8.12  (seconds)                    DEFLEC99
 OW0407  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 OW0407
 OW0407  HORZ ORDER  -  THIRD
 OW0407
 OW0407.The horizontal coordinates were established by classical geodetic methods
 OW0407.and adjusted by the National Geodetic Survey in January 1997..
 OW0407
 OW0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0407
 OW0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0407
 OW0407.The geoid height was determined by GEOID03.
 OW0407
 OW0407;                    North         East     Units Scale Factor Converg.
 OW0407;SPC WYWC     -   304,531.174   621,015.445   MT  0.99994293   +0 10 38.2
 OW0407;UTM  12      - 4,790,706.603   703,685.895   MT  1.00011038   +1 43 09.4
 OW0407
 OW0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0407!SPC WYWC     -   0.99974652  x   0.99994293  =   0.99968946
 OW0407!UTM  12      -   0.99974652  x   1.00011038  =   0.99985687
 OW0407
 OW0407:                Primary Azimuth Mark                     Grid Az
 OW0407:SPC WYWC     -  WHITE                                    290 31 58.7
 OW0407:UTM  12      -  WHITE                                    288 59 27.5
 OW0407
 OW0407|---------------------------------------------------------------------|
 OW0407| PID    Reference Object                     Distance      Geod. Az  |
 OW0407|                                                           dddmmss.s |
 OW0407| OW0279 WHITE                               APPROX. 5.4 KM 2904236.9 |
 OW0407|---------------------------------------------------------------------|
 OW0407
 OW0407                          SUPERSEDED SURVEY CONTROL
 OW0407
 OW0407  NAD 83(1986)-  43 14 29.93980(N)    108 29 28.46330(W) AD(       ) 3
 OW0407  NGVD 29 (11/06/89) 1629.5    (m)         5346.     (f) VERT ANG       
 OW0407
 OW0407.Superseded values are not recommended for survey control.
 OW0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0407.See file dsdata.txt to determine how the superseded data were derived.
 OW0407
 OW0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0368690707(NAD 83)
 OW0407_MARKER: DS = TRIANGULATION STATION DISK
 OW0407_SETTING: 0 = UNSPECIFIED SETTING
 OW0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0407
 OW0407  HISTORY     - Date     Condition        Report By
 OW0407  HISTORY     - 1948     MONUMENTED       USGS
 OW0407
 OW0407                          STATION DESCRIPTION
 OW0407
 OW0407'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0407'LOCATED ABOUT 16.0 MI. NW. OF RIVERTON, ABOUT 11.0 MI. NE. OF KINNEAR
 OW0407'POST OFFICE, ABOUT 9.8 MI. E. OF PAVILLION, ABOUT 4.5 MI. NE. OF NE.
 OW0407'SHORE LINE OF OCEAN LAKE, ABOUT 1.0 MI. NNW. OF FIVE MILE CREEK, ON
 OW0407'SMALL TOP OF SPUR RIDGE EXTENDING FROM THE W. END OF FLAT TOPPED MESA.
 OW0407'LOCATED IN NE. 1/4, NW. 1/4 SEC. 14, T 3 N, R 3 E.
 OW0407'
 OW0407'TO REACH FROM TRANSFORMER STATION AT CROSSROADS AND END OF PAVEMENT
 OW0407'IN PAVILLION, GO E. 1.8 MI. TO CROSSROADS, TURN LEFT AND GO N. 0.4 MI.
 OW0407'TO CANAL BRIDGE WITH RD. FORKS ALONG CANAL ON BOTH SIDES, CROSS
 OW0407'BRIDGE AND GO NE. ON IMPROVED RD. 0.1 MI. TO Y-FORKS, KEEP TO
 OW0407'RIGHT AND GO NE. 0.5 MI. TO Y-FORKS ON S. SIDE OF CANAL, KEEP
 OW0407'RIGHT AND FOLLOW RD. E. ALONG S. SIDE OF CANAL 1.3 MI. TO WOODEN CANAL
 OW0407'BRIDGE, CROSS BRIDGE AND CONTINUE S., THEN E. ALONG CANAL RD. 0.6 MI.
 OW0407'TO T-INTERSECTION, TURN LEFT AND DRIVE N. 0.2 MI., CROSSING BRIDGE
 OW0407'OVER FIVE MILE CREEK, TO T-INTERSECTION UNDER E-W. POWER LINE,
 OW0407'TURN RIGHT AND GO E. ALONG POWER LINE RD. 2.7 MI. TO CROSSROADS,
 OW0407'CONTINUE E. ON POWER LINE RD. 1.8 MI. TO WELL TRAVELED TRACK
 OW0407'CROSSROADS, TURN RIGHT AND GO SE. 1.6 MI. ON TRACK RD. TO DIM FORK ON
 OW0407'RIGHT (NEAR W. TOE OF HIGHER MESA), TURN RIGHT ON DIM TRACK RD. AND
 OW0407'GO S. 0.2 MI., TURN LEFT AND GO 0.2 MI. SE. TO TOP OF SPUR RIDGE AND
 OW0407'STATION.
 OW0407'
 OW0407'STATION MARK--STANDARD USGS TABLET STAMPED---FIVE MILE 1948 TJW
 OW0407'5341--- AND SET IN CONCRETE MONUMENT PROJECTING 0.1 FT. ABOVE GROUND.
 OW0407'
 OW0407'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET SET IN A CONCRETE
 OW0407'MONUMENT PROJECTING 0.2 FT. ABOVE GROUND, STAMPED---FIVE MILE NO. 1
 OW0407'1948 TJW--- AND IS 37.28 FT. S. OF STATION, N 07 DEGREES
 OW0407'57 MINUTES, NE.
 OW0407'
 OW0407'REFERENCE MARK NO. 2--STANDARD USGS COPPER NAIL AND WASHER SET IN
 OW0407'CONCRETE MONUMENT PROJECTING 0.2 FT. ABOVE THE GROUND, STAMPED
 OW0407'---USGS BM--- AND IS 23.65 FT. E. OF STATION, N 88 DEGREES
 OW0407'46 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0264 ***********************************************************************
 OW0264  DESIGNATION -  FLAG
 OW0264  PID         -  OW0264
 OW0264  STATE/COUNTY-  WY/FREMONT
 OW0264  USGS QUAD   -  RIVERTON EAST (1978)
 OW0264
 OW0264                         *CURRENT SURVEY CONTROL
 OW0264  ___________________________________________________________________
 OW0264* NAD 83(1993)-  43 01 34.18267(N)    108 18 58.68425(W)     ADJUSTED  
 OW0264* NAVD 88     -      1573.     (meters)    5161.     (feet)  SCALED    
 OW0264  ___________________________________________________________________
 OW0264  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 OW0264  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 OW0264
 OW0264  HORZ ORDER  -  SECOND
 OW0264
 OW0264.The horizontal coordinates were established by classical geodetic methods
 OW0264.and adjusted by the National Geodetic Survey in January 1997..
 OW0264
 OW0264.The orthometric height was scaled from a topographic map.
 OW0264
 OW0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0264
 OW0264.The geoid height was determined by GEOID03.
 OW0264
 OW0264;                    North         East     Units Scale Factor Converg.
 OW0264;SPC WYWC     -   280,651.278   635,347.028   MT  0.99995286   +0 17 45.3
 OW0264;UTM  12      - 4,767,215.498   718,656.671   MT  1.00018820   +1 49 54.8
 OW0264
 OW0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0264!SPC WYWC     -   0.99975560  x   0.99995286  =   0.99970847
 OW0264!UTM  12      -   0.99975560  x   1.00018820  =   0.99994375
 OW0264
 OW0264                          SUPERSEDED SURVEY CONTROL
 OW0264
 OW0264  NAD 83(1986)-  43 01 34.16752(N)    108 18 58.68806(W) AD(       ) 2
 OW0264  NAD 27      -  43 01 34.32200(N)    108 18 56.32900(W) AD(       ) 2
 OW0264
 OW0264.Superseded values are not recommended for survey control.
 OW0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0264.See file dsdata.txt to determine how the superseded data were derived.
 OW0264
 OW0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1865767215(NAD 83)
 OW0264_MARKER: Z = SEE DESCRIPTION
 OW0264_SETTING: 0 = UNSPECIFIED SETTING
 OW0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0264
 OW0264  HISTORY     - Date     Condition        Report By
 OW0264  HISTORY     - 1936     MONUMENTED       USGS
 OW0264
 OW0264                          STATION DESCRIPTION
 OW0264
 OW0264'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 OW0264'TRAVERSE STATION SCS 105 OF THE SOIL CONSERVATION SERVICE LOCATED ON
 OW0264'SECOND RIM EAST OF WIND RIVER, AND ABOUT 4 MILES EAST OF RIVERTON.
 OW0264'TO REACH FROM INTERSECTION OF EAST MAIN STREET AND U.S. HIGHWAY
 OW0264'320 IN RIVERTON, FOLLOW ROAD SOUTHERLY TOWARDS LANDER 1.1 MILES
 OW0264'TO Y JUST BEYOND WIND RIVER STEEL BRIDGE.  TURN LEFT OFF PAVEMENT
 OW0264'ONTO SANDRAW ROAD AND GO 1.3 MILES TO T-ROAD LEFT RUNNING EAST
 OW0264'BETWEEN TWO STONE CAIRNS IN FENCE LINE.  TURN LEFT ONTO THIS
 OW0264'ROAD AND GO 0.5 MILE TO FENCE CORNER ON LEFT AND Y.  BEAR LEFT
 OW0264'(NORTH) AND GO 1.6 MILES TO Y.  BEAR RIGHT ON DIMMER ROAD AND
 OW0264'GO 0.2 MILE TO ROAD INTERSECTION.  KEEP STRAIGHT AHEAD 0.8
 OW0264'MILE TO Y.  BEAR LEFT AND FOLLOW WINDING ROAD ACROSS WASHES
 OW0264'AND UP MESA 1.6 MILES.  TURN LEFT (WEST) AND DRIVE ACROSS
 OW0264'COUNTRY 0.1 MILE TO STATION SCS 105.
 OW0264'
 OW0264'U.S.G.S. FLAG
 OW0264'IS 19.600 METERS (64.30 FEET) WEST
 OW0264'OF STATION SCS 105 S 71 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0441 ***********************************************************************
 PX0441  DESIGNATION -  FLAG
 PX0441  PID         -  PX0441
 PX0441  STATE/COUNTY-  WY/PARK
 PX0441  USGS QUAD   -  FLAG PEAK (1991)
 PX0441
 PX0441                         *CURRENT SURVEY CONTROL
 PX0441  ___________________________________________________________________
 PX0441* NAD 83(1993)-  44 27 01.35689(N)    109 31 48.69318(W)     ADJUSTED  
 PX0441* NAVD 88     -      2099.7    (meters)    6889.     (feet)  VERTCON   
 PX0441  ___________________________________________________________________
 PX0441  LAPLACE CORR-         -12.15  (seconds)                    DEFLEC99
 PX0441  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PX0441
 PX0441  HORZ ORDER  -  THIRD
 PX0441
 PX0441.The horizontal coordinates were established by classical geodetic methods
 PX0441.and adjusted by the National Geodetic Survey in January 1997..
 PX0441
 PX0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0441
 PX0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0441
 PX0441.The geoid height was determined by GEOID03.
 PX0441
 PX0441;                    North         East     Units Scale Factor Converg.
 PX0441;SPC WYWC     -   439,086.644   537,902.864   MT  0.99998490   -0 32 47.0
 PX0441;UTM  12      - 4,922,947.748   616,945.717   MT  0.99976819   +1 01 45.9
 PX0441
 PX0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0441!SPC WYWC     -   0.99967222  x   0.99998490  =   0.99965713
 PX0441!UTM  12      -   0.99967222  x   0.99976819  =   0.99944049
 PX0441
 PX0441:                Primary Azimuth Mark                     Grid Az
 PX0441:SPC WYWC     -  SIGNAL                                   346 57 20.5
 PX0441:UTM  12      -  SIGNAL                                   345 22 47.6
 PX0441
 PX0441|---------------------------------------------------------------------|
 PX0441| PID    Reference Object                     Distance      Geod. Az  |
 PX0441|                                                           dddmmss.s |
 PX0441| PX0442 SIGNAL                              APPROX. 5.6 KM 3462433.5 |
 PX0441|---------------------------------------------------------------------|
 PX0441
 PX0441                          SUPERSEDED SURVEY CONTROL
 PX0441
 PX0441  NAD 83(1986)-  44 27 01.34418(N)    109 31 48.68305(W) AD(       ) 3
 PX0441  NAD 27      -  44 27 01.50060(N)    109 31 46.06990(W) AD(       ) 3
 PX0441  NGVD 29 (07/19/86) 2098.5    (m)         6885.     (f) VERT ANG       
 PX0441
 PX0441.Superseded values are not recommended for survey control.
 PX0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0441.See file dsdata.txt to determine how the superseded data were derived.
 PX0441
 PX0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1694622948(NAD 83)
 PX0441_MARKER: DD = SURVEY DISK
 PX0441_SETTING: 80 = SET IN A BOULDER
 PX0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0441+STABILITY: SURFACE MOTION
 PX0441
 PX0441  HISTORY     - Date     Condition        Report By
 PX0441  HISTORY     - 1948     MONUMENTED       USGS
 PX0441
 PX0441                          STATION DESCRIPTION
 PX0441
 PX0441'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0441'STATION IS LOCATED ABOUT 24 MI. W. OF CODY, WYOMING ON A SHARP N-S.
 PX0441'RIDGE ON THE S. SIDE OF THE SHOSHONE RIVER CALLED FLAG PEAK.  8.6 MI.
 PX0441'W. OF THE UPPER END OF THE SHOSHONE RESERVOIR, NOW CALLED BUFFALO BILL
 PX0441'RESERVOIR, ABOUT 3440 FT. S. OF SHOSHONE RIVER, ABOUT 840 FT. W. OF
 PX0441'TRAIL RD. UP CANYON CREEK, ABOUT 1950 FT. S. OF NORTHERN MOST POINT OF
 PX0441'RIDGE.  A STANDARD GEOLOGICAL SURVEY TABLET STAMPED ---FLAG 1948---
 PX0441'AND CEMENTED IN THE TOP OF AN EMBEDDED  BOULDER.
 PX0441'
 PX0441'TO REACH STATION FROM THE POST OFFICE IN CODY, WYOMING, FOLLOW U.S.
 PX0441'HIGHWAY NO.20 THE CODY E. ENTRANCE RD.  TOWARD YELLOWSTONE PARK FOR
 PX0441'ABOUT 24.2 MI. TO A RD. JUNCTION SE. LEADING UP CANYON CREEK, THIS
 PX0441'JUNCTION IS 0.2 MI. W. OF E. GATE INTO SHOSHONE NATIONAL FOREST.
 PX0441'TURN SE. AND FOLLOW MAIN TRAIL - RD. UP CANYON CREEK 0.8 MI. TO SMALL
 PX0441'GROUP OF CABINS.  LEAVE TRUCK AND CLIMB W. ABOUT 840 FT. TO TOP OF
 PX0441'RIDGE AND STATION LOCATION.  STATION IS LOCATED ON HIGH BARE ROCKY
 PX0441'POINT ON RIDGE.
 PX0441'
 PX0441'STATION MARK - A STANDARD GEOLOGICAL SURVEY TABLET STAMPED ---FLAG
 PX0441'1948--- AND CEMENTED IN THE TOP OF AN EMBEDDED BOULDER.
 PX0441'
 PX0441'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET STAMPED ---FLAG NO.1
 PX0441'CEMENTED IN TOP OF EMBEDDED BOULDER 44.35 FT. W. OF STATION,
 PX0441'N 58 DEG 04 MIN E.
 PX0441'
 PX0441'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET STAMPED ---FLAG NO.2
 PX0441'CEMENTED IN TOP OF EMBEDDED BOULDER 59.18 FT. N. OF STATION,
 PX0441'S 33 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1245 ***********************************************************************
 PY1245  DESIGNATION -  FLAGG
 PY1245  PID         -  PY1245
 PY1245  STATE/COUNTY-  WY/TETON
 PY1245  USGS QUAD   -  FLAGG RANCH (1996)
 PY1245
 PY1245                         *CURRENT SURVEY CONTROL
 PY1245  ___________________________________________________________________
 PY1245* NAD 83(1993)-  44 06 33.37157(N)    110 43 01.75347(W)     ADJUSTED  
 PY1245* NAVD 88     -      2232.1    (meters)    7323.     (feet)  VERTCON   
 PY1245  ___________________________________________________________________
 PY1245  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 PY1245  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 PY1245
 PY1245  HORZ ORDER  -  THIRD
 PY1245
 PY1245.The horizontal coordinates were established by classical geodetic methods
 PY1245.and adjusted by the National Geodetic Survey in January 1997..
 PY1245
 PY1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1245
 PY1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1245
 PY1245.The geoid height was determined by GEOID03.
 PY1245
 PY1245;                    North         East     Units Scale Factor Converg.
 PY1245;SPC WY W     -   501,085.243   749,260.207   MT  0.99996915   -0 26 28.2
 PY1245;UTM  12      - 4,884,048.210   522,635.290   MT  0.99960630   +0 11 48.7
 PY1245
 PY1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1245!SPC WY W     -   0.99965148  x   0.99996915  =   0.99962064
 PY1245!UTM  12      -   0.99965148  x   0.99960630  =   0.99925792
 PY1245
 PY1245:                Primary Azimuth Mark                     Grid Az
 PY1245:SPC WY W     -  HUCKLEBERRY                              104 29 28.5
 PY1245:UTM  12      -  HUCKLEBERRY                              103 51 11.6
 PY1245
 PY1245|---------------------------------------------------------------------|
 PY1245| PID    Reference Object                     Distance      Geod. Az  |
 PY1245|                                                           dddmmss.s |
 PY1245| PY1244 HUCKLEBERRY                         APPROX. 9.6 KM 1040300.3 |
 PY1245|---------------------------------------------------------------------|
 PY1245
 PY1245                          SUPERSEDED SURVEY CONTROL
 PY1245
 PY1245  NAD 83(1993)-  44 06 33.36579(N)    110 43 01.75299(W) AD(       ) 3
 PY1245  NAD 83(1986)-  44 06 33.36492(N)    110 43 01.74145(W) AD(       ) 3
 PY1245  NAD 27      -  44 06 33.58664(N)    110 42 58.98682(W) AD(       ) 3
 PY1245  NGVD 29 (07/19/86) 2230.8    (m)         7319.     (f) VERT ANG       
 PY1245
 PY1245.Superseded values are not recommended for survey control.
 PY1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1245.See file dsdata.txt to determine how the superseded data were derived.
 PY1245
 PY1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2263584048(NAD 83)
 PY1245_MARKER: DD = SURVEY DISK
 PY1245_SETTING: 66 = SET IN ROCK OUTCROP
 PY1245_SP_SET: SET IN ROCK OUTCROP
 PY1245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1245+STABILITY: POSITION/ELEVATION WELL
 PY1245
 PY1245  HISTORY     - Date     Condition        Report By
 PY1245  HISTORY     - 1955     MONUMENTED       USGS
 PY1245
 PY1245                          STATION DESCRIPTION
 PY1245
 PY1245'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1245'STATION LOCATED ABOUT 3 MI. (AIRLINE) SW. OF S. ENTRANCE TO
 PY1245'YELLOWSTONE PARK, WYOMING, ON A SMALL TOP, BARE ON THE E. SIDE.
 PY1245'
 PY1245'TO REACH STATION FROM S. ENTRANCE, GO S. 2.5 MI. ON U.S. HIGHWAY 89
 PY1245'TO FLAGG RANCH.  TURN W. ON DIRT RD. ON S. SIDE OF MAIN LODGE AND
 PY1245'GO 5.5 MI. TO A CREEK AND END OF TRUCK TRAVEL.  PACK 1.25 MI. ALONG
 PY1245'RIDGE TO NNE. TO HIGHEST POINT OF HILL AND STATION.  HIGH POINT IS
 PY1245'BARE ON E. SIDE.  STATION MARK IS 12 FT. E. OF HIGH POINT OF TOP.
 PY1245'A LARGE TREE OCCUPIES HIGH POINT OF HILL.  A 40 MINUTE PACK IS
 PY1245'REQUIRED.
 PY1245'
 PY1245'STATION MARK--STANDARD TABLET, SET IN ROCK, AND STAMPED ---FLAGG
 PY1245'1955---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0830 ***********************************************************************
 PY0830  CBN         -  This is a Cooperative Base Network Control Station.
 PY0830  DESIGNATION -  FLAGG
 PY0830  PID         -  PY0830
 PY0830  STATE/COUNTY-  WY/TETON
 PY0830  USGS QUAD   -  FLAGG RANCH (1996)
 PY0830
 PY0830                         *CURRENT SURVEY CONTROL
 PY0830  ___________________________________________________________________
 PY0830* NAD 83(1993)-  44 05 58.52490(N)    110 40 02.33953(W)     ADJUSTED  
 PY0830* NAVD 88     -      2080.510  (meters)    6825.81   (feet)  ADJUSTED  
 PY0830  ___________________________________________________________________
 PY0830  X           -  -1,619,742.530 (meters)                     COMP
 PY0830  Y           -  -4,293,930.343 (meters)                     COMP
 PY0830  Z           -   4,417,486.941 (meters)                     COMP
 PY0830  LAPLACE CORR-           9.30  (seconds)                    DEFLEC99
 PY0830  ELLIP HEIGHT-        2072.04  (meters)          (09/07/01) GPS OBS
 PY0830  GEOID HEIGHT-          -8.51  (meters)                     GEOID03
 PY0830  DYNAMIC HT  -        2079.210 (meters)    6821.54  (feet)  COMP
 PY0830  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 PY0830
 PY0830  HORZ ORDER  -  B
 PY0830  VERT ORDER  -  FIRST     CLASS II
 PY0830  ELLP ORDER  -  FOURTH    CLASS I
 PY0830
 PY0830.The horizontal coordinates were established by GPS observations
 PY0830.and adjusted by the National Geodetic Survey in May 1992..
 PY0830
 PY0830.The orthometric height was determined by differential leveling
 PY0830.and adjusted by the National Geodetic Survey in June 1991..
 PY0830
 PY0830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0830
 PY0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0830
 PY0830.The ellipsoidal height was determined by GPS observations
 PY0830.and is referenced to NAD 83.
 PY0830
 PY0830.The geoid height was determined by GEOID03.
 PY0830
 PY0830.The dynamic height is computed by dividing the NAVD 88
 PY0830.geopotential number by the normal gravity value computed on the
 PY0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0830.degrees latitude (g = 980.6199 gals.).
 PY0830
 PY0830.The modeled gravity was interpolated from observed gravity values.
 PY0830
 PY0830;                    North         East     Units Scale Factor Converg.
 PY0830;SPC WY W     -   499,980.250   753,242.245   MT  0.99996438   -0 24 23.1
 PY0830;UTM  12      - 4,882,988.006   526,627.950   MT  0.99960872   +0 13 53.5
 PY0830
 PY0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0830!SPC WY W     -   0.99967520  x   0.99996438  =   0.99963959
 PY0830!UTM  12      -   0.99967520  x   0.99960872  =   0.99928405
 PY0830
 PY0830                          SUPERSEDED SURVEY CONTROL
 PY0830
 PY0830  ELLIP H (05/15/92) 2072.12   (m)                       GP(       ) 4 2
 PY0830  NAD 83(1993)-  44 05 58.51649(N)    110 40 02.32146(W) AD(       ) 1
 PY0830  NAVD 88 (05/28/92) 2080.51   (m)         6825.8    (f) LEVELING    3  
 PY0830  NGVD 29 (08/20/92) 2079.254  (m)         6821.69   (f) ADJUSTED    1 2
 PY0830
 PY0830.Superseded values are not recommended for survey control.
 PY0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0830.See file dsdata.txt to determine how the superseded data were derived.
 PY0830
 PY0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2662882988(NAD 83)
 PY0830_MARKER: DS = TRIANGULATION STATION DISK
 PY0830_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0830+WITH SETTING: PAVEMENT
 PY0830_SP_SET: BRIDGE WALKWAY
 PY0830_STAMPING: FLAGG 1987
 PY0830_MARK LOGO: NGS   
 PY0830_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0830+STABILITY: SURFACE MOTION
 PY0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0830+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0830
 PY0830  HISTORY     - Date     Condition        Report By
 PY0830  HISTORY     - 1987     MONUMENTED       NGS
 PY0830  HISTORY     - 1987     GOOD             USPSQD
 PY0830  HISTORY     - 1987     GOOD             NGS
 PY0830
 PY0830                          STATION DESCRIPTION
 PY0830
 PY0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0830'THE STATION IS LOCATED IN TETON NATIONAL FOREST,
 PY0830'3.7 KM (2.3 MI) SOUTH OF THE SOUTH ENTRANCE TO YELLOWSTONE NATIONAL
 PY0830'PARK, AT FLAGG RANCH VILLAGE, IN THE HIGHWAY BRIDGE OVER THE SNAKE
 PY0830'RIVER.
 PY0830'OWNERSHIP--U.S. FOREST SERVICE.
 PY0830'
 PY0830'TO REACH THE STATION FROM THE SOUTH ENTRANCE GATE OF YELLOWSTONE
 PY0830'NATIONAL PARK, GO SOUTH FOR 4.3 KM (2.65 MI) ON U.S. HIGHWAYS 187
 PY0830'AND 191 TO THE NORTH END OF THE HIGHWAY BRIDGE AND THE STATION ON
 PY0830'THE LEFT.
 PY0830'
 PY0830'THE STATION IS A STANDARD NGS DISK
 PY0830'STAMPED---FLAGG 1987---,
 PY0830'SET INTO A DRILL HOLE IN THE CURB OVER THE ABUTMENT AT THE
 PY0830'NORTHEAST END OF BRIDGE.  LOCATED
 PY0830'7.83 METERS (25.7 FT) SOUTH-SOUTHEAST FROM THE NORTH END OF THE
 PY0830'CONCRETE BRIDGE BANNISTER,
 PY0830'4.15 METERS (13.6 FT) EAST FROM THE APPROXIMATE CENTER OF
 PY0830'HIGHWAY,
 PY0830'0.24 METERS (0.8 FT) NORTH FROM THE BRIDGE EXPANSION JOINT,
 PY0830'0.49 METERS (1.6 FT) NORTHWEST FROM THE NORTH END OF THE METAL
 PY0830'BRIDGE RAILING AND 18 CM ABOVE THE HIGHWAY.
 PY0830'
 PY0830'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY0830'
 PY0830'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0830'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0830'
 PY0830'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0830'
 PY0830'DESCRIBED BY G.R. HEID.
 PY0830
 PY0830                          STATION RECOVERY (1987)
 PY0830
 PY0830'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 PY0830'RECOVERED IN GOOD CONDITION.
 PY0830
 PY0830                          STATION RECOVERY (1987)
 PY0830
 PY0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0830'0.2 KM (0.10 MI) SOUTH FROM FLAGG RANCH.
 PY0830'0.2 KM (0.10 MI) SOUTH ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0830'FLAGG RANCH HEADQUARTERS IN FLAGG RANCH, IN TOP OF THE NORTH END OF
 PY0830'THE EAST WALKWAY OF A HIGHWAY BRIDGE SPANNING THE SNAKE RIVER, AND
 PY0830'4.9 M (16.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0830'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0084 ***********************************************************************
 NR0084  DESIGNATION -  FLAT
 NR0084  PID         -  NR0084
 NR0084  STATE/COUNTY-  WY/CARBON
 NR0084  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0084
 NR0084                         *CURRENT SURVEY CONTROL
 NR0084  ___________________________________________________________________
 NR0084* NAD 83(1993)-  42 13 42.61507(N)    106 08 35.42082(W)     ADJUSTED  
 NR0084* NAVD 88     -      2127.587  (meters)    6980.26   (feet)  ADJUSTED  
 NR0084  ___________________________________________________________________
 NR0084  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 NR0084  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 NR0084  DYNAMIC HT  -        2125.897 (meters)    6974.71  (feet)  COMP
 NR0084  MODELED GRAV-     979,750.7   (mgal)                       NAVD 88
 NR0084
 NR0084  HORZ ORDER  -  SECOND
 NR0084  VERT ORDER  -  SECOND    CLASS 0
 NR0084
 NR0084.The horizontal coordinates were established by classical geodetic methods
 NR0084.and adjusted by the National Geodetic Survey in January 1997..
 NR0084
 NR0084.The orthometric height was determined by differential leveling
 NR0084.and adjusted by the National Geodetic Survey in June 1991..
 NR0084
 NR0084.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0084
 NR0084.The geoid height was determined by GEOID03.
 NR0084
 NR0084.The dynamic height is computed by dividing the NAVD 88
 NR0084.geopotential number by the normal gravity value computed on the
 NR0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0084.degrees latitude (g = 980.6199 gals.).
 NR0084
 NR0084.The modeled gravity was interpolated from observed gravity values.
 NR0084
 NR0084;                    North         East     Units Scale Factor Converg.
 NR0084;SPC WYEC     -   292,643.200   498,246.729   MT  1.00005622   +0 47 59.8
 NR0084;SPC WY E     -   192,419.045   119,390.497   MT  1.00001742   -0 39 22.8
 NR0084;UTM  13      - 4,675,779.838   405,664.028   MT  0.99970950   -0 46 06.1
 NR0084
 NR0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0084!SPC WYEC     -   0.99966835  x   1.00005622  =   0.99972455
 NR0084!SPC WY E     -   0.99966835  x   1.00001742  =   0.99968576
 NR0084!UTM  13      -   0.99966835  x   0.99970950  =   0.99937795
 NR0084
 NR0084|---------------------------------------------------------------------|
 NR0084| PID    Reference Object                     Distance      Geod. Az  |
 NR0084|                                                           dddmmss.s |
 NR0084| NR0085 FLAT RM 1                             9.232 METERS 02317     |
 NR0084| NR0083 FLAT RM 2                             9.407 METERS 11538     |
 NR0084| NR0082 22 HA                                              1873125.8 |
 NR0084|---------------------------------------------------------------------|
 NR0084
 NR0084                          SUPERSEDED SURVEY CONTROL
 NR0084
 NR0084  NAD 83(1986)-  42 13 42.60244(N)    106 08 35.41005(W) AD(       ) 2
 NR0084  NAD 27      -  42 13 42.72600(N)    106 08 33.35100(W) AD(       ) 2
 NR0084  NGVD 29 (??/??/92) 2126.509  (m)         6976.72   (f) ADJ UNCH    2 0
 NR0084
 NR0084.Superseded values are not recommended for survey control.
 NR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0084.See file dsdata.txt to determine how the superseded data were derived.
 NR0084
 NR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG0566475780(NAD 83)
 NR0084_MARKER: DS = TRIANGULATION STATION DISK
 NR0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0084_STAMPING: FLAT 1948
 NR0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0084+STABILITY: SURFACE MOTION
 NR0084
 NR0084  HISTORY     - Date     Condition        Report By
 NR0084  HISTORY     - 1948     MONUMENTED       CGS
 NR0084  HISTORY     - 1959     GOOD             NGS
 NR0084
 NR0084                          STATION DESCRIPTION
 NR0084
 NR0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0084'STATION LOCATED IN T. 26 N., R. 78 W., ON LOW, FLAT PLAINS
 NR0084'BETWEEN LITTLE MEDICINE RIVER AND MUDDY CREEK, ABOUT 25
 NR0084'MILES AIRLINE NORTH OF MEDICINE BOW, 16 PACES EAST OF CENTER
 NR0084'LINE OF ROAD, 6 FEET SOUTHEAST OF WHITE WITNESS POST, PROJECTS
 NR0084'2 INCHES, AND STAMPED, FLAT 1948.
 NR0084'
 NR0084'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 NR0084'16 FEET EAST OF CENTER LINE OF ROAD, PROJECTS 4 INCHES, AND
 NR0084'STAMPED, FLAT NO 1 1948.
 NR0084'
 NR0084'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION,
 NR0084'PROJECTS 4 INCHES, AND STAMPED, FLAT NO 2 1948.
 NR0084'
 NR0084'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A
 NR0084'SIX INCH SQUARE CONCRETE POST, 16 PACES EAST OF CENTER LINE
 NR0084'OF ROAD, 1 FOOT NORTHWEST OF A 2 X 4 INCH, WHITE WITNESS POST
 NR0084'WITH LETTERS USBM 6971 - 1 ON IT.  MARK IS STAMPED, 22HA 1948.
 NR0084'
 NR0084'TO REACH FROM RAILROAD CROSSING IN DOUGLAS, GO WEST ON U.S.
 NR0084'HIGHWAY 20 FOR 4.0 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT AND
 NR0084'GO 3.0 MILES TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD FOR
 NR0084'10.6 MILES TO A ROAD LEFT AT SIGN, LA PRELE RANGER STATION 23.
 NR0084'TURN LEFT AND GO 2.6 MILES TO A FORK AT SIGN, LA PRELE RANGER
 NR0084'STATION 20 DOUGLAS 20.  TURN LEFT AND GO 8.4 MILES TO A FORK
 NR0084'AT SIGN, DOUGLAS 29 LA BONTE CANYON 12.  TAKE RIGHT FORK
 NR0084'AND FOLLOW MAIN ROAD FOR 7.65 MILES TO FORK AT TWO MAIL BOXES
 NR0084'AND SIGN, H-V RANCH.  TAKE RIGHT FORK AND GO 3.6 MILES TO LA
 NR0084'PRELE RANGER STATION ON LEFT.  CONTINUE STRAIGHT AHEAD FOR 3.8
 NR0084'MILES TO FORK AT SIGN, MEDICINE BOW 52.  TAKE LEFT FORK AND
 NR0084'FOLLOW MAIN ROAD FOR 14.3 MILES TO A ROAD LEFT AT SMALL
 NR0084'SIGN, AL HOLADAY.  CONTINUE STRAIGHT AHEAD FOR 2.2 MILES TO
 NR0084'REVERSE Y AND LARGE MAIL BOX.  CONTINUE STRAIGHT AHEAD FOR
 NR0084'4.4 MILES TO A RED, STEEL BRIDGE OVER LITTLE MEDICINE RIVER.
 NR0084'CONTINUE STRAIGHT AHEAD FOR 1.9 MILE TO STATION ON LEFT AS
 NR0084'DESCRIBED ABOVE.
 NR0084'
 NR0084'TO REACH AZIMUTH MARK FROM STATION, CONTINUE SOUTH ON ROAD FOR
 NR0084'0.3 MILE TO MARK ON LEFT AS DESCRIBED ABOVE.
 NR0084'
 NR0084'A DRIVE STATION.
 NR0084
 NR0084                          STATION RECOVERY (1959)
 NR0084
 NR0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NR0084'26.3 MI N FROM MEDICINE BOW.
 NR0084'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0084'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0084'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0084'ABOUT 7.2 MILES NORTHEAST ALONG A DIRT ROAD, 38 FEET EAST OF THE
 NR0084'CENTER LINE OF THE ROAD, IN SECTION 14, R 78 W, T 26 N, 6.0 FEET
 NR0084'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 NR0084'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0508 ***********************************************************************
 MP0508  DESIGNATION -  FLAT
 MP0508  PID         -  MP0508
 MP0508  STATE/COUNTY-  WY/CARBON
 MP0508  USGS QUAD   -  MEDICINE BOW (1971)
 MP0508
 MP0508                         *CURRENT SURVEY CONTROL
 MP0508  ___________________________________________________________________
 MP0508* NAD 83(1993)-  41 58 51.86399(N)    106 10 51.66633(W)     ADJUSTED  
 MP0508* NAVD 88     -      2157.6    (meters)    7079.     (feet)  VERTCON   
 MP0508  ___________________________________________________________________
 MP0508  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 MP0508  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 MP0508
 MP0508  HORZ ORDER  -  THIRD
 MP0508
 MP0508.The horizontal coordinates were established by classical geodetic methods
 MP0508.and adjusted by the National Geodetic Survey in January 1997..
 MP0508
 MP0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0508
 MP0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0508
 MP0508.The geoid height was determined by GEOID03.
 MP0508
 MP0508;                    North         East     Units Scale Factor Converg.
 MP0508;SPC WYEC     -   265,117.957   495,493.175   MT  1.00004967   +0 46 15.0
 MP0508;UTM  13      - 4,648,349.349   402,161.142   MT  0.99971779   -0 47 24.1
 MP0508
 MP0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0508!SPC WYEC     -   0.99966374  x   1.00004967  =   0.99971339
 MP0508!UTM  13      -   0.99966374  x   0.99971779  =   0.99938163
 MP0508
 MP0508:                Primary Azimuth Mark                     Grid Az
 MP0508:SPC WYEC     -  BOW                                      347 05 38.3
 MP0508:UTM  13      -  BOW                                      348 39 17.4
 MP0508
 MP0508|---------------------------------------------------------------------|
 MP0508| PID    Reference Object                     Distance      Geod. Az  |
 MP0508|                                                           dddmmss.s |
 MP0508| NR0366 BOW                                 APPROX.14.4 KM 3475153.3 |
 MP0508|---------------------------------------------------------------------|
 MP0508
 MP0508                          SUPERSEDED SURVEY CONTROL
 MP0508
 MP0508  NAD 83(1986)-  41 58 51.85120(N)    106 10 51.65863(W) AD(       ) 3
 MP0508  NAD 27      -  41 58 51.97526(N)    106 10 49.59927(W) AD(       ) 3
 MP0508  NGVD 29 (07/19/86) 2156.5    (m)         7075.     (f) VERT ANG       
 MP0508
 MP0508.Superseded values are not recommended for survey control.
 MP0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0508.See file dsdata.txt to determine how the superseded data were derived.
 MP0508
 MP0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG0216148349(NAD 83)
 MP0508
 MP0508  HISTORY     - Date     Condition        Report By
 MP0508  HISTORY     - 1916     MONUMENTED       USGS
 MP0508  HISTORY     - 1961     GOOD             USGS
 MP0508
 MP0508                          STATION DESCRIPTION
 MP0508
 MP0508'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (CWL)
 MP0508'STATION IS IN SEC. 9, T 23, R 78, ON THE W. END OF A HILL, LOCALLY
 MP0508'KNOWN AS FLAT TOP MOUNTAIN, AND ABOUT 1 MI. E. AND 6 MI. N. OF
 MP0508'MEDICINE BOW.  THE RD. FROM MEDICINE BOW TO THE T. B. RANCH PASSES
 MP0508'CLOSE TO THE E. END OF THE HILL, AND ONE CAN DRIVE TO WITHIN 100
 MP0508'YDS. OF THE STATION.
 MP0508'
 MP0508'RECOVERED AND REDESCRIBED AS FOLLOWS
 MP0508'
 MP0508'TO REACH FROM MEDICINE BOW, WYOMING, GO N. 6.5 MI. ON STATE HIGHWAY
 MP0508'487, THE STATION IS LOCATED ON THE LEFT SIDE OF THE HIGHWAY, ON THE
 MP0508'TOP OF THE W. END OF A FLAT TOP HILL, KNOWN AS FLAT TOP MOUNTAIN.
 MP0508'
 MP0508'STATION MARK--BRONZE TABLET, IN SOLID ROCK, STAMPED ---FLAT ET
 MP0508'1961 7066 DATUM VA---.
 MP0508'
 MP0508'REFERENCE MARK NO. 1--ARROWHEAD CHISELED IN SOLID ROCK, POINTING
 MP0508'TO CENTER, 13.50 FT. NE.
 MP0508'
 MP0508'REFERENCE MARK NO. 2--ARROWHEAD CHISELED IN SOLID ROCK, POINTING
 MP0508'TO CENTER, 15.50 FT. S., 30 DEGREES W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0481 ***********************************************************************
 PW0481  DESIGNATION -  FLAT
 PW0481  PID         -  PW0481
 PW0481  STATE/COUNTY-  WY/SHERIDAN
 PW0481  USGS QUAD   -  BIG HORN (1977)
 PW0481
 PW0481                         *CURRENT SURVEY CONTROL
 PW0481  ___________________________________________________________________
 PW0481* NAD 83(1993)-  44 42 21.78658(N)    106 56 50.04212(W)     ADJUSTED  
 PW0481* NAVD 88     -      1210.32   (+/-2cm)    3970.9    (feet)  VERTCON   
 PW0481  ___________________________________________________________________
 PW0481  LAPLACE CORR-         -14.38  (seconds)                    DEFLEC99
 PW0481  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 PW0481
 PW0481  HORZ ORDER  -  SECOND
 PW0481  VERT ORDER  -  THIRD ? (See Below)
 PW0481
 PW0481.The horizontal coordinates were established by classical geodetic methods
 PW0481.and adjusted by the National Geodetic Survey in January 1997..
 PW0481
 PW0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0481.The vertical order pertains to the NGVD 29 superseded value.
 PW0481
 PW0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0481
 PW0481.The geoid height was determined by GEOID03.
 PW0481
 PW0481;                    North         East     Units Scale Factor Converg.
 PW0481;SPC WYEC     -   567,272.807   430,596.061   MT  0.99994901   +0 16 17.8
 PW0481;UTM  13      - 4,952,141.640   345,745.145   MT  0.99989261   -1 22 12.3
 PW0481
 PW0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0481!SPC WYEC     -   0.99981226  x   0.99994901  =   0.99976127
 PW0481!UTM  13      -   0.99981226  x   0.99989261  =   0.99970489
 PW0481
 PW0481|---------------------------------------------------------------------|
 PW0481| PID    Reference Object                     Distance      Geod. Az  |
 PW0481|                                                           dddmmss.s |
 PW0481| CQ6533 FLAT RM 1                            28.669 METERS 03240     |
 PW0481| CQ6532 FLAT AZ MK                                         1200211.9 |
 PW0481| CQ6534 FLAT RM 2                             5.756 METERS 13040     |
 PW0481| PW0490 SHERIDAN WYO GIRLS SCHOOL TANK      APPROX. 6.5 KM 3440442.8 |
 PW0481|---------------------------------------------------------------------|
 PW0481
 PW0481                          SUPERSEDED SURVEY CONTROL
 PW0481
 PW0481  NAD 83(1986)-  44 42 21.77012(N)    106 56 50.02007(W) AD(       ) 2
 PW0481  NAD 27      -  44 42 21.86680(N)    106 56 47.78500(W) AD(       ) 2
 PW0481  NGVD 29 (07/19/86) 1209.58   (m)         3968.4    (f) LEVELING    3  
 PW0481
 PW0481.Superseded values are not recommended for survey control.
 PW0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0481.See file dsdata.txt to determine how the superseded data were derived.
 PW0481
 PW0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4574552142(NAD 83)
 PW0481_MARKER: DS = TRIANGULATION STATION DISK
 PW0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0481
 PW0481  HISTORY     - Date     Condition        Report By
 PW0481  HISTORY     - 1957     MONUMENTED       CGS
 PW0481  HISTORY     - 20030421 MARK NOT FOUND   INDIV
 PW0481
 PW0481                          STATION DESCRIPTION
 PW0481
 PW0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0481'STATION IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 87, ABOUT 6
 PW0481'MILES SOUTH OF SHERIDAN, AND 0.65 MILE SOUTH OF A CONCRETE
 PW0481'BRIDGE OVER LITTLE GOOSE CREEK.
 PW0481'
 PW0481'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND 87 IN THE
 PW0481'SOUTH EDGE OF SHERIDAN BY GOING SOUTHERLY ON HIGHWAY 87 FOR
 PW0481'3.8 MILES TO A FORK, TAKE LEFT FORK AND FOLLOW HIGHWAY 87
 PW0481'FOR 0.65 MILE TO A BRIDGE OVER LITTLE GOOSE CREEK, CONTINUE
 PW0481'SOUTHERLY ON HIGHWAY 87 FOR 0.65 MILE TO THE STATION ON THE
 PW0481'RIGHT.
 PW0481'
 PW0481'STATION MARKS ARE STANDARD DISKS, STAMPED FLAT 1957.  THE
 PW0481'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE CONCRETE POST
 PW0481'PROJECTING 8 INCHES.  IT IS 93 FEET EAST OF A POWERLINE POLE,
 PW0481'48 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 87, 17 FEET EAST OF
 PW0481'THE CENTER OF A DRIVEWAY LEADING INTO A FIELD, 12 FEET SOUTH OF
 PW0481'THE EAST END OF A ROUND CONCRETE CULVERT AND 6 FEET EAST OF
 PW0481'A TRIANGLE BLAZE ON THE NORTH SIDE OF A FENCE POST.  A WHITE
 PW0481'POST WAS SET 3 FEET WEST OF THE MARK.  THE UNDERGROUND MARK
 PW0481'WAS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE
 PW0481'GROUND SURFACE.
 PW0481'
 PW0481'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLAT NO 1 1957,
 PW0481'SET IN THE TOP OF A 10-INCH, SQUARE CONCRETE POST PROJECTING
 PW0481'5 INCHES.  IT IS 46 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 PW0481'87, 16 FEET NORTHWEST OF A T-FENCE CORNER, 9 FEET EAST OF THE
 PW0481'NORTHEAST END OF A CULVERT AND 1 FOOT SOUTHWEST OF A ROAD
 PW0481'RIGHT-OF-WAY FENCE.
 PW0481'
 PW0481'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLAT NO 2 1957,
 PW0481'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 PW0481'8 INCHES.  IT IS 50 FEET SOUTHWEST OF THE CENTER OF HIGHWAY
 PW0481'87, 22 FEET SOUTHEAST OF THE TRIANGLE BLAZE AND 2 FEET NORTHEAST
 PW0481'OF A ROAD RIGHT-OF-WAY FENCE.
 PW0481'
 PW0481'AZIMUTH MARK IS A STANDARD DISK, STAMPED FLAT 1957, SET IN THE
 PW0481'TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 4 INCHES.
 PW0481'IT IS 216 FEET EAST OF THE CENTER OF A DRIVEWAY LEADING INTO THE
 PW0481'YARD OF BEN SZEKULA, 73 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 PW0481'87, 29 FEET EAST OF THE CENTER OF A TRACK ROAD LEADING INTO
 PW0481'A PASTURE, 11 FEET EAST OF A TELEPHONE POLE NUMBER 8 AND 1 FOOT
 PW0481'SOUTH OF A ROAD RIGHT-OF-WAY FENCE.
 PW0481'
 PW0481'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEASTERLY
 PW0481'ON HIGHWAY 87 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 PW0481
 PW0481                          STATION RECOVERY (2003)
 PW0481
 PW0481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WEP)
 PW0481'10 INCH CONCRETE POST FOUND REMOVED FROM LOCATION.  DISK WAS NOT
 PW0481'LOCATED.
 PW0481' 
 PW0481'RM 2 LOCATED IN GOOD CONDITION.  OBSERVED 2 HRS WITH GPS AND SUBMITTED
 PW0481'TO OPUS FOR PROCESSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0608 ***********************************************************************
 NQ0608  DESIGNATION -  FLAT
 NQ0608  PID         -  NQ0608
 NQ0608  STATE/COUNTY-  WY/PLATTE
 NQ0608  USGS QUAD   -  HIGHTOWER (1981)
 NQ0608
 NQ0608                         *CURRENT SURVEY CONTROL
 NQ0608  ___________________________________________________________________
 NQ0608* NAD 83(1993)-  42 07 26.21257(N)    105 03 49.36595(W)     ADJUSTED  
 NQ0608* NAVD 88     -      1466.9    (meters)    4813.     (feet)  VERTCON   
 NQ0608  ___________________________________________________________________
 NQ0608  LAPLACE CORR-         -11.97  (seconds)                    DEFLEC99
 NQ0608  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 NQ0608
 NQ0608  HORZ ORDER  -  THIRD
 NQ0608
 NQ0608.The horizontal coordinates were established by classical geodetic methods
 NQ0608.and adjusted by the National Geodetic Survey in January 1997..
 NQ0608
 NQ0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0608
 NQ0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0608
 NQ0608.The geoid height was determined by GEOID03.
 NQ0608
 NQ0608;                    North         East     Units Scale Factor Converg.
 NQ0608;SPC WY E     -   180,349.439   208,512.704   MT  0.99993839   +0 04 08.6
 NQ0608;UTM  13      - 4,663,540.135   494,733.713   MT  0.99960034   -0 02 33.8
 NQ0608
 NQ0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0608!SPC WY E     -   0.99977214  x   0.99993839  =   0.99971054
 NQ0608!UTM  13      -   0.99977214  x   0.99960034  =   0.99937257
 NQ0608
 NQ0608:                Primary Azimuth Mark                     Grid Az
 NQ0608:SPC WY E     -  FLAT AZ MK                               095 02 29.8
 NQ0608:UTM  13      -  FLAT AZ MK                               095 09 12.2
 NQ0608
 NQ0608|---------------------------------------------------------------------|
 NQ0608| PID    Reference Object                     Distance      Geod. Az  |
 NQ0608|                                                           dddmmss.s |
 NQ0608| CQ3748 FLAT AZ MK                                         0950638.4 |
 NQ0608| NQ0499 AIRPORT BEACON PFIFER FIELD         APPROX.12.9 KM 1271335.1 |
 NQ0608| NQ0500 WHEATLAND RADIO STA KYCM MAST       APPROX.13.0 KM 1315325.2 |
 NQ0608| NQ0502 WHEATLAND MUNICIPAL TANK            APPROX.12.4 KM 1345455.7 |
 NQ0608| CQ3749 FLAT RM 1                            12.778 METERS 20645     |
 NQ0608| CQ3750 FLAT RM 2                            11.976 METERS 31501     |
 NQ0608|---------------------------------------------------------------------|
 NQ0608
 NQ0608                          SUPERSEDED SURVEY CONTROL
 NQ0608
 NQ0608  NAD 83(1986)-  42 07 26.19359(N)    105 03 49.35959(W) AD(       ) 3
 NQ0608  NAD 27      -  42 07 26.29980(N)    105 03 47.43970(W) AD(       ) 3
 NQ0608  NGVD 29 (07/19/86) 1466.1    (m)         4810.     (f) VERT ANG       
 NQ0608
 NQ0608.Superseded values are not recommended for survey control.
 NQ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0608.See file dsdata.txt to determine how the superseded data were derived.
 NQ0608
 NQ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9473463540(NAD 83)
 NQ0608_MARKER: DD = SURVEY DISK
 NQ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0608
 NQ0608  HISTORY     - Date     Condition        Report By
 NQ0608  HISTORY     - 1947     MONUMENTED       USGS
 NQ0608  HISTORY     - 1963     GOOD             USGS
 NQ0608
 NQ0608                          STATION DESCRIPTION
 NQ0608
 NQ0608'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0608'STATION IS LOCATED ON BROAD RIDGE OVERLOOKING LARAMIE RIVER VALLEY,
 NQ0608'13 MI. (BY RD.) FROM WHEATLAND, WYOMING, IN NW. 1/4 OF SEC. 19,
 NQ0608'T 25 N, R 68 W.
 NQ0608'
 NQ0608'TO REACH STATION FROM WHEATLAND, PROCEED N. ON U.S. HIGHWAY 87 5.1
 NQ0608'MI. TO CROSSROADS, BETWEEN BRIDGES OVER LARAMIE AND NORTH LARAMIE
 NQ0608'RIVERS, TURN LEFT (W.) AND FOLLOW GRADED RD. 2.7 MI. TO T-RD.
 NQ0608'JUNCTION N. AND S.  GO THROUGH GATE IN N-S. FENCE AND CONTINUE W.
 NQ0608'ON RANCH RD. FOR 0.5 MI. TO CATTLEGUARD, CROSS OVER CATTLEGUARD AND
 NQ0608'TAKE LEFT FORK 1.0 MI. W. TO RD. FORK IN FRONT OF RANCH HOUSE,
 NQ0608'CONTINUE W. ON OLD RD. FOR 0.7 MI. TO GATE IN N-S. FENCE, GO THROUGH
 NQ0608'GATE AND FOLLOW RD. 0.2 MI. TO TOP OF SMALL RIDGE WHERE VERY DIM
 NQ0608'TRAIL FORKS OFF TO THE RIGHT.  FOLLOW DIM TRAIL 0.5 MI. TO TOP OF
 NQ0608'BREAKS, TURN LEFT TO FENCE LINE AND PARALLEL FENCE FOR 0.6 MI. TO
 NQ0608'GATE AT CORNER OF T-FENCE N.  PASS THROUGH GATE AND CONTINUE W. ALONG
 NQ0608'FENCE FOR 0.8 MI. TO FENCE CORNER, TURN S. AND DRIVE ALONG FENCE 0.3
 NQ0608'MI. TO GATE, DRIVE THROUGH GATE AND CONTINUE DUE W. 0.2 MI. TO
 NQ0608'STATION.
 NQ0608'
 NQ0608'STATION MARK--STANDARD TABLET, STAMPED ---FLAT 1947---, SET IN TOP
 NQ0608'OF CONCRETE POST.
 NQ0608'
 NQ0608'REFERENCE MARK NO. 1--STANDARD TABLET, SET IN CONCRETE POST, 41.90
 NQ0608'FT. FROM STATION, N 26 DEG 45 MIN E.
 NQ0608'
 NQ0608'REFERENCE MARK NO. 2--STANDARD TABLET, SET IN CONCRETE POST, 39.30
 NQ0608'FT. FROM STATION, S 44 DEG 59 MIN E.
 NQ0608
 NQ0608                          STATION RECOVERY (1963)
 NQ0608
 NQ0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (BMK)
 NQ0608'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST AND 5 MILES
 NQ0608'NORTH OF WHEATLAND, 6-1/2 MILES WEST OF U.S. HIGHWAY 87 ON A
 NQ0608'BROAD FLAT RIDGE IN THE SOUTHEAST 1/4 OF SECTION 24, R69W
 NQ0608'AND T25N.
 NQ0608'
 NQ0608'TO REACH THE STATION FROM THE COURTHOUSE IN WHEATLAND, GO
 NQ0608'NORTHERLY ON U.S. HIGHWAY 87 FOR 5.4 MILES TO A CROSSROAD,
 NQ0608'EAST ROAD GOES TO UVA AND THE WEST ROAD LEADS TO RALPH ALLISONS
 NQ0608'AS PER SIGN.  TURN LEFT AND GO WEST FOR 1.65 MILES TO A
 NQ0608'CROSSROAD, CONTINUE WEST FOR 0.4 MILE TO A FORK.  KEEP RIGHT
 NQ0608'AND CONTINUE WEST FOR 1 MILE TO A FORK AND A CATTLE GUARD,
 NQ0608'KEEP RIGHT AND CONTINUE WESTERLY FOR 0.45 MILE ALONG THE
 NQ0608'NORTH SIDE OF DITCH TO A FORK.  KEEP RIGHT AND CONTINUE WEST
 NQ0608'FOR 0.15 MILE TO A GATE IN A NORTH-SOUTH FENCE.  PASS THROUGH
 NQ0608'GATE AND CONTINUE WESTERLY FOR 0.2 MILE TO A FORK, KEEP
 NQ0608'RIGHT AND CONTINUE WEST FOR 0.1 MILE TO THE TOP OF A SLIGHT
 NQ0608'RISE AND A TRACK ROAD RIGHT.  TURN RIGHT AND GO
 NQ0608'NORTHWESTERLY ON A WASHED OUT ROAD BED FOR 0.5 TO THE TOP
 NQ0608'OF RIM, BEAR LEFT AND GO NORTHWEST AND WEST FOR 0.6 MILE
 NQ0608'TO A WIRE GATE IN A NORTH-SOUTH FENCE NEAR A FENCE
 NQ0608'CORNER.  PASS THROUGH THE GATE AND CONTINUE WEST FOR 0.6
 NQ0608'MILE, BEAR LEFT AND GO SOUTHWESTERLY FOR 0.3 MILE TO THE TOP
 NQ0608'OF A SLIGHT RISE AND A NORTH-SOUTH FENCE.  GO SOUTH ALONG
 NQ0608'THE FENCE FOR 0.1 MILE TO A WIRE GATE ON THE RIGHT.  (FROM
 NQ0608'THIS POINT THE AZIMUTH MARK IS 0.1 MILE EAST IN A PASTURE).
 NQ0608'TURN RIGHT, PASS THROUGH THE GATE AND GO WEST FOR 0.2 MILE
 NQ0608'TO THE STATION AT THE TOP OF RISE.
 NQ0608'
 NQ0608'THE STATION MARK IS A USGS B.M. STATION MARK DISK STAMPED
 NQ0608'FLAT V A BM 1947, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 NQ0608'MONUMENT THAT PROJECTS 1 INCH.  IT 3.4 FEET WEST OF THE WITNESS
 NQ0608'POST.
 NQ0608'
 NQ0608'REFERENCE MARK 1 IS A USGS B.M. STATION MARK DISK STAMPED FLAT
 NQ0608'REF 1, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 NQ0608'THAT PROJECTS 1 INCH.  IT IS 43.9 FEET SOUTHWEST OF THE
 NQ0608'WITNESS POST.
 NQ0608'
 NQ0608'REFERENCE MARK 2 IS A USGS B.M. STATION MARK DISK STAMPED
 NQ0608'FLAT REF 2, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 NQ0608'MONUMENT THAT PROJECTS 1 INCH.  IT IS 41.6 FEET NORTHWEST
 NQ0608'OF THE WITNESS POST.
 NQ0608'
 NQ0608'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FLAT 1963 USGS,
 NQ0608'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NQ0608'PROJECTS 2 INCHES.  IT IS 1.5 FEET NORTH-NORTHWEST OF THE
 NQ0608'WITNESS POST.
 NQ0608'
 NQ0608'THE DISTANCE BETWEEN THE R.M.S IS 65.82 FEET OR 20.062 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0408 ***********************************************************************
 OW0408  DESIGNATION -  FLAT
 OW0408  PID         -  OW0408
 OW0408  STATE/COUNTY-  WY/FREMONT
 OW0408  USGS QUAD   -  BARGEE (1977)
 OW0408
 OW0408                         *CURRENT SURVEY CONTROL
 OW0408  ___________________________________________________________________
 OW0408* NAD 83(1993)-  43 31 21.13988(N)    108 45 19.31847(W)     ADJUSTED  
 OW0408* NAVD 88     -      1922.9    (meters)    6309.     (feet)  VERTCON   
 OW0408  ___________________________________________________________________
 OW0408  LAPLACE CORR-          -8.38  (seconds)                    DEFLEC99
 OW0408  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 OW0408
 OW0408  HORZ ORDER  -  THIRD
 OW0408
 OW0408.The horizontal coordinates were established by classical geodetic methods
 OW0408.and adjusted by the National Geodetic Survey in January 1997..
 OW0408
 OW0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0408
 OW0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0408
 OW0408.The geoid height was determined by GEOID03.
 OW0408
 OW0408;                    North         East     Units Scale Factor Converg.
 OW0408;SPC WYWC     -   335,703.096   599,566.185   MT  0.99993750   -0 00 13.3
 OW0408;UTM  12      - 4,821,292.099   681,400.859   MT  1.00000478   +1 32 46.2
 OW0408
 OW0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0408!SPC WYWC     -   0.99970034  x   0.99993750  =   0.99963786
 OW0408!UTM  12      -   0.99970034  x   1.00000478  =   0.99970512
 OW0408
 OW0408:                Primary Azimuth Mark                     Grid Az
 OW0408:SPC WYWC     -  RIM                                      005 38 43.1
 OW0408:UTM  12      -  RIM                                      004 05 43.6
 OW0408
 OW0408|---------------------------------------------------------------------|
 OW0408| PID    Reference Object                     Distance      Geod. Az  |
 OW0408|                                                           dddmmss.s |
 OW0408| OW0441 RIM                                 APPROX. 4.3 KM 0053829.8 |
 OW0408|---------------------------------------------------------------------|
 OW0408
 OW0408                          SUPERSEDED SURVEY CONTROL
 OW0408
 OW0408  NAD 83(1986)-  43 31 21.12545(N)    108 45 19.31986(W) AD(       ) 3
 OW0408  NGVD 29 (11/06/89) 1921.8    (m)         6305.     (f) VERT ANG       
 OW0408
 OW0408.Superseded values are not recommended for survey control.
 OW0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0408.See file dsdata.txt to determine how the superseded data were derived.
 OW0408
 OW0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP8140121292(NAD 83)
 OW0408_MARKER: DS = TRIANGULATION STATION DISK
 OW0408_SETTING: 0 = UNSPECIFIED SETTING
 OW0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0408
 OW0408  HISTORY     - Date     Condition        Report By
 OW0408  HISTORY     - 1950     MONUMENTED       USGS
 OW0408
 OW0408                          STATION DESCRIPTION
 OW0408
 OW0408'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0408'STATION LOCATED IN OPEN FLAT AREA ON S. SIDE OF OWL CREEK MOUNTAIN,
 OW0408'IN SE. 1/4 SEC. 4, T 6 N, R 1 E.
 OW0408'
 OW0408'TO REACH FROM THERMOPOLIS, INTERSECTION U.S. HIGHWAY 20 AND WYOMING
 OW0408'STATE HIGHWAY 120, PROCEED NW. ALONG STATE HIGHWAY 120 FOR 7.8 MI. TO
 OW0408'STATE SECONDARY RD. TO LEFT (W.), TURN LEFT (W.) AND GO ALONG STATE
 OW0408'SECONDARY RD. FOR 9.5 MI. TO T-RD. N. TO HAMILTON DOME, CONTINUE
 OW0408'STRAIGHT AHEAD (W.) FOR 0.6 MI. TO END OF PAVEMENT (1950), CONTINUE
 OW0408'8.1 MI. TO FORK AND SCHOOL HOUSE, TAKE LEFT FORK, PASSING TO S. OF
 OW0408'SCHOOL HOUSE, FOR 2.0 MI. TO FORK ABOUT 200 FT. BEYOND CATTLEGUARD,
 OW0408'TAKE LEFT FORK (S.) AND CONTINUE ALONG DIRT RD. ON E. BANK OF --EAST
 OW0408'FORK OWL CREEK--, FOR 1.0 MI. TO GATE AND INDIAN RESERVATION
 OW0408'BOUNDARY, PASS THRU GATE AND CONTINUE 2.9 MI. TO CATTLEGUARD, CONTINUE
 OW0408'4.7 MI. UP STEEP GRADE AND SWITCH-BACK RD. TO TOP AND CATTLEGUARD,
 OW0408'CONTINUE 1.7 MI. TO FORK OF OLD TRACK RD. TO E., CONTINUE ALONG MAIN
 OW0408'RD. 1.8 MI. TO CATTLEGUARD, CONTINUE 4.7 MI. DOWN MOUNTAIN OVER
 OW0408'SWITCH-BACK RD. TO N. END OF --WYE-- OF T-RD. INTERSECTION, TAKE LEFT
 OW0408'FORK AND GO 2.0 MI. TO T-RD. E., APPROXIMATELY 100 FT. N. OF SMALL
 OW0408'BRIDGE AT BARGEE CHURCH AND SCHOOL, TURN LEFT (E.) AND GO 5.6 MI.
 OW0408'ALONG MAIN RD. TO POINT WHERE RD. TURNS RIGHT (S.) AT SMALL STREAM
 OW0408'CROSSING, LEAVE RD. AND GO ACROSS COUNTRY (N.) 0.2 MI. TO STATION.
 OW0408'STATION LOCATED APPROXIMATELY 400 FT. DUE E. FROM LARGE LONE ROCK
 OW0408'FORMATION.
 OW0408'
 OW0408'RECOVERED BY USGS IN 1952.
 OW0408'
 OW0408'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE, STAMPED
 OW0408'---WR-FLAT 1950 VA 6305---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0085 ***********************************************************************
 NR0085  DESIGNATION -  FLAT RM 1
 NR0085  PID         -  NR0085
 NR0085  STATE/COUNTY-  WY/CARBON
 NR0085  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0085
 NR0085                         *CURRENT SURVEY CONTROL
 NR0085  ___________________________________________________________________
 NR0085* NAD 83(1986)-  42 13 42.     (N)    106 08 35.     (W)     SCALED    
 NR0085* NAVD 88     -      2127.513  (meters)    6980.02   (feet)  ADJUSTED  
 NR0085  ___________________________________________________________________
 NR0085  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 NR0085  DYNAMIC HT  -        2125.823 (meters)    6974.47  (feet)  COMP
 NR0085  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 NR0085
 NR0085  VERT ORDER  -  SECOND    CLASS 0
 NR0085
 NR0085.The horizontal coordinates were scaled from a topographic map and have
 NR0085.an estimated accuracy of +/- 6 seconds.
 NR0085
 NR0085.The orthometric height was determined by differential leveling
 NR0085.and adjusted by the National Geodetic Survey in June 1991..
 NR0085
 NR0085.The geoid height was determined by GEOID03.
 NR0085
 NR0085.The dynamic height is computed by dividing the NAVD 88
 NR0085.geopotential number by the normal gravity value computed on the
 NR0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0085.degrees latitude (g = 980.6199 gals.).
 NR0085
 NR0085.The modeled gravity was interpolated from observed gravity values.
 NR0085
 NR0085;                    North         East    Units  Estimated Accuracy
 NR0085;SPC WYEC     -   292,620.      498,260.      MT  (+/- 180 meters Scaled)
 NR0085
 NR0085                          SUPERSEDED SURVEY CONTROL
 NR0085
 NR0085  NGVD 29 (??/??/92) 2126.436  (m)         6976.48   (f) ADJ UNCH    2 0
 NR0085
 NR0085.Superseded values are not recommended for survey control.
 NR0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0085.See file dsdata.txt to determine how the superseded data were derived.
 NR0085
 NR0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG056757(NAD 83)
 NR0085_MARKER: DR = REFERENCE MARK DISK
 NR0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0085_STAMPING: FLAT NO 1 1948
 NR0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0085+STABILITY: SURFACE MOTION
 NR0085
 NR0085  HISTORY     - Date     Condition        Report By
 NR0085  HISTORY     - 1948     MONUMENTED       CGS
 NR0085  HISTORY     - 1959     GOOD             NGS
 NR0085
 NR0085                          STATION DESCRIPTION
 NR0085
 NR0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0085'26.3 MI N FROM MEDICINE BOW.
 NR0085'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0085'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0085'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0085'ABOUT 7.2 MILES NORTHEAST ALONG A DIRT ROAD, 41 FEET EAST OF THE
 NR0085'CENTER LINE OF THE ROAD, IN SECTION 14, R 78 W, T 26 N, 30.2 FEET
 NR0085'NORTH OF TRIANGULATION STATION FLAT 1948, ABOUT 1 FOOT BELOW THE LEVEL
 NR0085'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0083 ***********************************************************************
 NR0083  DESIGNATION -  FLAT RM 2
 NR0083  PID         -  NR0083
 NR0083  STATE/COUNTY-  WY/CARBON
 NR0083  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0083
 NR0083                         *CURRENT SURVEY CONTROL
 NR0083  ___________________________________________________________________
 NR0083* NAD 83(1986)-  42 13 42.     (N)    106 08 35.     (W)     SCALED    
 NR0083* NAVD 88     -      2127.356  (meters)    6979.50   (feet)  ADJUSTED  
 NR0083  ___________________________________________________________________
 NR0083  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 NR0083  DYNAMIC HT  -        2125.667 (meters)    6973.96  (feet)  COMP
 NR0083  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 NR0083
 NR0083  VERT ORDER  -  SECOND    CLASS 0
 NR0083
 NR0083.The horizontal coordinates were scaled from a topographic map and have
 NR0083.an estimated accuracy of +/- 6 seconds.
 NR0083
 NR0083.The orthometric height was determined by differential leveling
 NR0083.and adjusted by the National Geodetic Survey in June 1991..
 NR0083
 NR0083.The geoid height was determined by GEOID03.
 NR0083
 NR0083.The dynamic height is computed by dividing the NAVD 88
 NR0083.geopotential number by the normal gravity value computed on the
 NR0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0083.degrees latitude (g = 980.6199 gals.).
 NR0083
 NR0083.The modeled gravity was interpolated from observed gravity values.
 NR0083
 NR0083;                    North         East    Units  Estimated Accuracy
 NR0083;SPC WYEC     -   292,620.      498,260.      MT  (+/- 180 meters Scaled)
 NR0083
 NR0083                          SUPERSEDED SURVEY CONTROL
 NR0083
 NR0083  NGVD 29 (??/??/92) 2126.279  (m)         6975.97   (f) ADJ UNCH    2 0
 NR0083
 NR0083.Superseded values are not recommended for survey control.
 NR0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0083.See file dsdata.txt to determine how the superseded data were derived.
 NR0083
 NR0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG056757(NAD 83)
 NR0083_MARKER: DR = REFERENCE MARK DISK
 NR0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0083_STAMPING: FLAT NO 2 1948
 NR0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0083+STABILITY: SURFACE MOTION
 NR0083
 NR0083  HISTORY     - Date     Condition        Report By
 NR0083  HISTORY     - 1948     MONUMENTED       CGS
 NR0083  HISTORY     - 1959     GOOD             NGS
 NR0083
 NR0083                          STATION DESCRIPTION
 NR0083
 NR0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0083'26.3 MI N FROM MEDICINE BOW.
 NR0083'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0083'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0083'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0083'ABOUT 7.2 MILES NORTHEAST ALONG A DIRT ROAD, 69 FEET EAST OF THE
 NR0083'CENTER LINE OF THE ROAD, IN SECTION 14, R 78 W, T 26 N, 30.8 FEET EAST
 NR0083'OF TRIANGULATION STATION FLAT 1948, ABOUT 1 FOOT BELOW THE LEVEL OF
 NR0083'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0227 ***********************************************************************
 NS0227  DESIGNATION -  FLATTE
 NS0227  PID         -  NS0227
 NS0227  STATE/COUNTY-  WY/FREMONT
 NS0227  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0227
 NS0227                         *CURRENT SURVEY CONTROL
 NS0227  ___________________________________________________________________
 NS0227* NAD 83(1993)-  42 29 02.71380(N)    108 51 35.55010(W)     ADJUSTED  
 NS0227* NAVD 88     -      2554.2    (meters)    8380.     (feet)  VERTCON   
 NS0227  ___________________________________________________________________
 NS0227  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 NS0227  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 NS0227
 NS0227  HORZ ORDER  -  THIRD
 NS0227
 NS0227.The horizontal coordinates were established by classical geodetic methods
 NS0227.and adjusted by the National Geodetic Survey in January 1997..
 NS0227
 NS0227.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0227
 NS0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0227
 NS0227.The geoid height was determined by GEOID03.
 NS0227
 NS0227;                    North         East     Units Scale Factor Converg.
 NS0227;SPC WYWC     -   220,351.633   590,966.656   MT  0.99993850   -0 04 27.1
 NS0227;UTM  12      - 4,705,745.339   675,894.034   MT  0.99998067   +1 26 44.8
 NS0227
 NS0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0227!SPC WYWC     -   0.99960133  x   0.99993850  =   0.99953985
 NS0227!UTM  12      -   0.99960133  x   0.99998067  =   0.99958201
 NS0227
 NS0227:                Primary Azimuth Mark                     Grid Az
 NS0227:SPC WYWC     -  GLO 23 RM 2                              127 11 29.8
 NS0227:UTM  12      -  GLO 23 RM 2                              125 40 17.9
 NS0227
 NS0227|---------------------------------------------------------------------|
 NS0227| PID    Reference Object                     Distance      Geod. Az  |
 NS0227|                                                           dddmmss.s |
 NS0227| NS0226 GLO 23 RM 2                         APPROX. 2.5 KM 1270702.7 |
 NS0227|---------------------------------------------------------------------|
 NS0227
 NS0227                          SUPERSEDED SURVEY CONTROL
 NS0227
 NS0227  NAD 83(1986)-  42 29 02.69693(N)    108 51 35.54980(W) AD(       ) 3
 NS0227  NAD 27      -  42 29 02.86056(N)    108 51 33.13726(W) AD(       ) 3
 NS0227  NGVD 29 (07/19/86) 2552.9    (m)         8376.     (f) VERT ANG       
 NS0227
 NS0227.Superseded values are not recommended for survey control.
 NS0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0227.See file dsdata.txt to determine how the superseded data were derived.
 NS0227
 NS0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7589405745(NAD 83)
 NS0227_MARKER: DD = SURVEY DISK
 NS0227_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0227_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0227
 NS0227  HISTORY     - Date     Condition        Report By
 NS0227  HISTORY     - 1951     MONUMENTED       USGS
 NS0227
 NS0227                          STATION DESCRIPTION
 NS0227
 NS0227'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0227'LOCATED ABOUT 0.7 MI. -AIR- NW. OF U.S. HIGHWAY 28 AT NEW SOUTH PASS,
 NS0227'WYOMING IN A LARGE FLAT AREA, MOUNTAINS BEING ON THE N. AND S. SIDE
 NS0227'OF STATION SITE.
 NS0227'
 NS0227'TO REACH FROM NEW SOUTH PASS, WYOMING GO N. ON U.S. HIGHWAY 28 ABOUT
 NS0227'0.2 MI. TO A DIM RD. W. TURN LEFT W., PASS THRU GATE AND GO ABOUT 0.4
 NS0227'MI. TO A T-RD. W., TURN LEFT W., ABOUT 0.3 MI. TO A Y-RD. AND STATION
 NS0227'SITE.
 NS0227'
 NS0227'STATION MARK - STANDARD BRONZE TABLET WELDED IN A 2-IN. IRON PIPE
 NS0227'PROTRUDING 5-IN. ABOVE GROUND STAMPED, ---WR FLATTE 1951.---
 NS0227'
 NS0227'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0667 ***********************************************************************
 MP0667  DESIGNATION -  FLATTOP
 MP0667  PID         -  MP0667
 MP0667  STATE/COUNTY-  WY/CARBON
 MP0667  USGS QUAD   -  FLAT TOP MOUNTAIN (1970)
 MP0667
 MP0667                         *CURRENT SURVEY CONTROL
 MP0667  ___________________________________________________________________
 MP0667* NAD 83(1993)-  41 13 25.37247(N)    107 50 05.28862(W)     ADJUSTED  
 MP0667* NAVD 88     -      2385.     (meters)    7825.     (feet)  SCALED    
 MP0667  ___________________________________________________________________
 MP0667  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 MP0667  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MP0667
 MP0667  HORZ ORDER  -  THIRD
 MP0667
 MP0667.The horizontal coordinates were established by classical geodetic methods
 MP0667.and adjusted by the National Geodetic Survey in January 1997..
 MP0667
 MP0667.The orthometric height was scaled from a topographic map.
 MP0667
 MP0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0667
 MP0667.The geoid height was determined by GEOID03.
 MP0667
 MP0667;                    North         East     Units Scale Factor Converg.
 MP0667;SPC WYEC     -   180,485.635   357,954.344   MT  0.99995925   -0 19 49.7
 MP0667;UTM  13      - 4,567,467.438   262,383.800   MT  1.00029493   -1 52 08.4
 MP0667
 MP0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0667!SPC WYEC     -   0.99962830  x   0.99995925  =   0.99958757
 MP0667!UTM  13      -   0.99962830  x   1.00029493  =   0.99992313
 MP0667
 MP0667:                Primary Azimuth Mark                     Grid Az
 MP0667:SPC WYEC     -  WASHAKIE                                 006 49 06.4
 MP0667:UTM  13      -  WASHAKIE                                 008 21 25.1
 MP0667
 MP0667|---------------------------------------------------------------------|
 MP0667| PID    Reference Object                     Distance      Geod. Az  |
 MP0667|                                                           dddmmss.s |
 MP0667| MP0671 WASHAKIE                            APPROX.28.6 KM 0062916.7 |
 MP0667|---------------------------------------------------------------------|
 MP0667
 MP0667                          SUPERSEDED SURVEY CONTROL
 MP0667
 MP0667  NAD 83(1986)-  41 13 25.36548(N)    107 50 05.27953(W) AD(       ) 3
 MP0667  NAD 27      -  41 13 25.51000(N)    107 50 03.01000(W) AD(       ) 3
 MP0667
 MP0667.Superseded values are not recommended for survey control.
 MP0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0667.See file dsdata.txt to determine how the superseded data were derived.
 MP0667
 MP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF6238467467(NAD 83)
 MP0667_MARKER: DD = SURVEY DISK
 MP0667_SETTING: 0 = UNSPECIFIED SETTING
 MP0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0667
 MP0667  HISTORY     - Date     Condition        Report By
 MP0667  HISTORY     - 1912     MONUMENTED       USGS
 MP0667  HISTORY     - 1937     GOOD             CGS
 MP0667
 MP0667                          STATION DESCRIPTION
 MP0667
 MP0667'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MP0667'STATION IS ABOUT 16 MILES NW OF DIXON, WYOMING, AND ABOUT 8
 MP0667'MILES SSW OF DAD POST OFFICE, WYOMING.  IT IS ON THE HIGHEST
 MP0667'POINT WHICH IS THE W CENTRAL PART OF A LARGE, BARE, FLAT-TOPPED
 MP0667'MESA KNOWN AS FLAT TOPPED MOUNTAIN.
 MP0667'
 MP0667'THE STATION MARK IS A STANDARD U.S.G.S. MARK STAMPED FLATTOP SET
 MP0667'IN THE BASE OF A 6 1/2-FOOT HOLLOW, ROCK CAIRN ABOUT 400 METERS
 MP0667'N OF THE STATION ROBBER.
 MP0667
 MP0667                          STATION RECOVERY (1937)
 MP0667
 MP0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 MP0667'ESTABLISHED BY USGS IN 1912.
 MP0667'
 MP0667'ON HIGHEST PART NEAR THE MIDDLE OF A FLAT AT THE N. END OF FLATTOP
 MP0667'MOUNTAIN AND ABOUT 200 FT. A LITTLE S. OF E. FROM N. END OF SAME.
 MP0667'FLATTOP MOUNTAIN IS ABOUT 7 MI. SW. OF STANDARD RANCH, WHICH IS A
 MP0667'STAGE STATION ON THE WAMSUTTER-BAGGS STAGE ROAD, AND ABOUT 7 MI. W.
 MP0667'OF THE POINT AT WHICH THAT STAGE ROAD AND RAWLINS-BAGGS STAGE ROAD
 MP0667'JOIN, FROM WHICH POINT A ROAD LEADS UP ROBBERS GULCH TO SADDLE OF
 MP0667'FLATTOP MOUNTAIN.  NEAR CORNER SECTIONS 2, 3, 34, AND 35, TPS. 14
 MP0667'AND 15 N, R 93 W.
 MP0667'
 MP0667'STATION MARK--A 6 X 6 X 24 IN. STONE SET IN GROUND UNDER CENTER OF
 MP0667'CAIRN.  TABLET IN TOP OF STONE MARKS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0641 ***********************************************************************
 MP0641  DESIGNATION -  FLINT
 MP0641  PID         -  MP0641
 MP0641  STATE/COUNTY-  WY/CARBON
 MP0641  USGS QUAD   -  MIDDLEWOOD HILL (1961)
 MP0641
 MP0641                         *CURRENT SURVEY CONTROL
 MP0641  ___________________________________________________________________
 MP0641* NAD 83(1993)-  41 22 54.52036(N)    107 07 55.34048(W)     ADJUSTED  
 MP0641* NAVD 88     -      2371.3    (meters)    7780.     (feet)  VERTCON   
 MP0641  ___________________________________________________________________
 MP0641  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 MP0641  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 MP0641
 MP0641  HORZ ORDER  -  THIRD
 MP0641
 MP0641.The horizontal coordinates were established by classical geodetic methods
 MP0641.and adjusted by the National Geodetic Survey in January 1997..
 MP0641
 MP0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0641
 MP0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0641
 MP0641.The geoid height was determined by GEOID03.
 MP0641
 MP0641;                    North         East     Units Scale Factor Converg.
 MP0641;SPC WYEC     -   197,941.008   416,836.778   MT  0.99994099   +0 07 59.1
 MP0641;UTM  13      - 4,583,336.389   321,725.708   MT  0.99999114   -1 24 35.3
 MP0641
 MP0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0641!SPC WYEC     -   0.99963007  x   0.99994099  =   0.99957108
 MP0641!UTM  13      -   0.99963007  x   0.99999114  =   0.99962121
 MP0641
 MP0641:                Primary Azimuth Mark                     Grid Az
 MP0641:SPC WYEC     -  CHECK ET                                 028 04 22.8
 MP0641:UTM  13      -  CHECK ET                                 029 36 57.2
 MP0641
 MP0641|---------------------------------------------------------------------|
 MP0641| PID    Reference Object                     Distance      Geod. Az  |
 MP0641|                                                           dddmmss.s |
 MP0641| MP0635 CHECK ET                            APPROX. 3.6 KM 0281221.9 |
 MP0641|---------------------------------------------------------------------|
 MP0641
 MP0641                          SUPERSEDED SURVEY CONTROL
 MP0641
 MP0641  NAD 83(1986)-  41 22 54.51121(N)    107 07 55.33205(W) AD(       ) 3
 MP0641  NAD 27      -  41 22 54.64981(N)    107 07 53.14333(W) AD(       ) 3
 MP0641  NGVD 29 (07/19/86) 2370.1    (m)         7776.     (f) VERT ANG       
 MP0641
 MP0641.Superseded values are not recommended for survey control.
 MP0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0641.See file dsdata.txt to determine how the superseded data were derived.
 MP0641
 MP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF2172683336(NAD 83)
 MP0641
 MP0641  HISTORY     - Date     Condition        Report By
 MP0641  HISTORY     - 1959     MONUMENTED       USGS
 MP0641  HISTORY     - 1961     GOOD             USGS
 MP0641
 MP0641                          STATION DESCRIPTION
 MP0641
 MP0641'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 MP0641'LOCATED ABOUT 6.5 MI. (AIRLINE) SE. OF THE CONFLUENCE OF JACK CREEK
 MP0641'AND WILLOW CREEK AND ABOUT 0.9 MI. S. OF THE N. FORK OF WILLOW CREEK.
 MP0641'ON THE HIGHEST PART OF A PROMINENT RIDGE.
 MP0641'
 MP0641'TO REACH FROM POST OFFICE AT SARATOGA, WYOMING, GO W. ON GRADED RD.
 MP0641'12.3 MI. TO A BRIDGE ABOUT 1.0 MI. S. OF THE CONFLUENCE OF JACK CREEK
 MP0641'AND WILLOW CREEK, CROSS JACK CREEK AND GO 4.9 MI. SW. ON GRADED RD.
 MP0641'TO A Y-RD. AT FENCE, TAKE RIGHT FORK THROUGH FENCE AND OVER
 MP0641'CATTLEGUARD 3.5 MI. W. ALONG GRADED RD. CROSSING JACK CREEK TO A
 MP0641'Y-RD., TAKE RIGHT FORK ALONG TRACK RD. 0.2 MI. TO TOP OF RIDGE
 MP0641'AND CROSS TRAILS, TAKE RIGHT FORK 0.2 MI. ALONG TOP OF RIDGE TO
 MP0641'HIGHEST PART OF RIDGE AND STATION SITE.
 MP0641'
 MP0641'RECOVERED.
 MP0641'
 MP0641'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---FLINT
 MP0641'1959---, WELDED TO TOP OF A 2 IN. PIPE PROTRUDING 0.3 FT. ABOVE
 MP0641'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0384 ***********************************************************************
 OV0384  DESIGNATION -  FLINT
 OV0384  PID         -  OV0384
 OV0384  STATE/COUNTY-  WY/JOHNSON
 OV0384  USGS QUAD   -  FRAKER MOUNTAIN (1984)
 OV0384
 OV0384                         *CURRENT SURVEY CONTROL
 OV0384  ___________________________________________________________________
 OV0384* NAD 83(1993)-  43 50 03.64281(N)    106 59 35.91936(W)     ADJUSTED  
 OV0384* NAVD 88     -      2500.3    (meters)    8203.     (feet)  VERTCON   
 OV0384  ___________________________________________________________________
 OV0384  LAPLACE CORR-         -10.99  (seconds)                    DEFLEC99
 OV0384  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 OV0384
 OV0384  HORZ ORDER  -  THIRD
 OV0384
 OV0384.The horizontal coordinates were established by classical geodetic methods
 OV0384.and adjusted by the National Geodetic Survey in January 1997..
 OV0384
 OV0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0384
 OV0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0384
 OV0384.The geoid height was determined by GEOID03.
 OV0384
 OV0384;                    North         East     Units Scale Factor Converg.
 OV0384;SPC WYEC     -   470,400.662   427,345.964   MT  0.99994669   +0 14 07.8
 OV0384;UTM  13      - 4,855,405.265   339,742.726   MT  0.99991589   -1 22 50.9
 OV0384
 OV0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0384!SPC WYEC     -   0.99960973  x   0.99994669  =   0.99955644
 OV0384!UTM  13      -   0.99960973  x   0.99991589  =   0.99952565
 OV0384
 OV0384:                Primary Azimuth Mark                     Grid Az
 OV0384:SPC WYEC     -  TOOTH                                    348 44 40.5
 OV0384:UTM  13      -  TOOTH                                    350 21 39.2
 OV0384
 OV0384|---------------------------------------------------------------------|
 OV0384| PID    Reference Object                     Distance      Geod. Az  |
 OV0384|                                                           dddmmss.s |
 OV0384| OV0387 TOOTH                               APPROX. 6.3 KM 3485848.3 |
 OV0384|---------------------------------------------------------------------|
 OV0384
 OV0384                          SUPERSEDED SURVEY CONTROL
 OV0384
 OV0384  NAD 83(1986)-  43 50 03.62631(N)    106 59 35.90159(W) AD(       ) 3
 OV0384  NAD 27      -  43 50 03.75208(N)    106 59 33.66826(W) AD(       ) 3
 OV0384  NGVD 29 (07/19/86) 2499.3    (m)         8200.     (f) VERT ANG       
 OV0384
 OV0384.Superseded values are not recommended for survey control.
 OV0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0384.See file dsdata.txt to determine how the superseded data were derived.
 OV0384
 OV0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ3974355405(NAD 83)
 OV0384_MARKER: DD = SURVEY DISK
 OV0384_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0384_SP_SET: PREFABRICATED CONCRETE POST
 OV0384
 OV0384  HISTORY     - Date     Condition        Report By
 OV0384  HISTORY     - 1959     MONUMENTED       CGS
 OV0384  HISTORY     - 1966     GOOD             USGS
 OV0384
 OV0384                          STATION DESCRIPTION
 OV0384
 OV0384'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0384'STATION IS LOCATED ABOUT 10.2 MI. AIR W. OF MAYOWORTH, IN THE SE.1/4
 OV0384'OF SEC. 30 T.45 N. R.85 W.
 OV0384'
 OV0384'TO REACH THE STATION FROM MAYOWORTH JUNCTION DRIVE W. FOR 2.8 MI.
 OV0384'ALONG A GRAVELED COUNTY RD. TO A Y-RD. JUNCTION, TURN LEFT AND
 OV0384'CONTINUE W. FOR 8.7 MI. UP A ZIG ZAG GRADED COUNTY RD. TO A Y- RD.
 OV0384'JUNCTION TO ARNDT RANCH, TURN S. AND CONTINUE 1.2 MI. ALONG TRACK RD.
 OV0384'TO Y-RD. JUNCTION E. TO ARNDT RANCH, TURN RIGHT AND CONTINUE 0.1 MI.
 OV0384'TO GATE OPPOSITE TWO STOCK TANKS, CONTINUE SW. 1.1 MI. TO Y-RD.
 OV0384'JUNCTION, TAKE LEFT FORK W. AND CONTINUE 0.3 MI. TO DIM RD. JUNCTION
 OV0384'OPPOSITE SMALL STAND OF PINE, TURN LEFT S. AND CONTINUE ALONG DIM
 OV0384'TRACK RD. TO TOP OF HILL COVERED BY A SMALL STAND OF PINE AND STATION
 OV0384'SITE.
 OV0384'
 OV0384'RECOVERED.
 OV0384'
 OV0384'STATION MARK - STANDARD TABLET STAMPED,---FLINT 1959 ET 1966---.
 OV0384'SET IN A PIPE PROJECTING 0.1 FT. ABOVE GROUND.
 OV0384'
 OV0384'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0482 ***********************************************************************
 NQ0482  DESIGNATION -  FLINT
 NQ0482  PID         -  NQ0482
 NQ0482  STATE/COUNTY-  WY/GOSHEN
 NQ0482  USGS QUAD   -  CASEBIER HILL (1990)
 NQ0482
 NQ0482                         *CURRENT SURVEY CONTROL
 NQ0482  ___________________________________________________________________
 NQ0482* NAD 83(1993)-  42 15 21.20275(N)    104 37 03.26621(W)     ADJUSTED  
 NQ0482* NAVD 88     -      1384.     (meters)    4541.     (feet)  SCALED    
 NQ0482  ___________________________________________________________________
 NQ0482  LAPLACE CORR-          -8.37  (seconds)                    DEFLEC99
 NQ0482  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 NQ0482
 NQ0482  HORZ ORDER  -  SECOND
 NQ0482
 NQ0482.The horizontal coordinates were established by classical geodetic methods
 NQ0482.and adjusted by the National Geodetic Survey in January 1997..
 NQ0482
 NQ0482.The orthometric height was scaled from a topographic map.
 NQ0482
 NQ0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0482
 NQ0482.The geoid height was determined by GEOID03.
 NQ0482
 NQ0482;                    North         East     Units Scale Factor Converg.
 NQ0482;SPC WY E     -   195,145.070   245,307.268   MT  0.99996275   +0 22 09.3
 NQ0482;UTM  13      - 4,678,258.786   531,544.433   MT  0.99961224   +0 15 25.8
 NQ0482
 NQ0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0482!SPC WY E     -   0.99978543  x   0.99996275  =   0.99974819
 NQ0482!UTM  13      -   0.99978543  x   0.99961224  =   0.99939775
 NQ0482
 NQ0482|---------------------------------------------------------------------|
 NQ0482| PID    Reference Object                     Distance      Geod. Az  |
 NQ0482|                                                           dddmmss.s |
 NQ0482| CQ3752 FLINT RM 1                            8.495 METERS 07946     |
 NQ0482| NQ0481 4539                                  6.293 METERS 22111     |
 NQ0482| CQ3751 FLINT AZ MK                                        2381112.9 |
 NQ0482|---------------------------------------------------------------------|
 NQ0482
 NQ0482                          SUPERSEDED SURVEY CONTROL
 NQ0482
 NQ0482  NAD 83(1986)-  42 15 21.17963(N)    104 37 03.26208(W) AD(       ) 2
 NQ0482  NAD 27      -  42 15 21.29630(N)    104 37 01.40860(W) AD(       ) 2
 NQ0482
 NQ0482.Superseded values are not recommended for survey control.
 NQ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0482.See file dsdata.txt to determine how the superseded data were derived.
 NQ0482
 NQ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG3154478259(NAD 83)
 NQ0482_MARKER: DS = TRIANGULATION STATION DISK
 NQ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0482
 NQ0482  HISTORY     - Date     Condition        Report By
 NQ0482  HISTORY     - 1963     MONUMENTED       CGS
 NQ0482
 NQ0482                          STATION DESCRIPTION
 NQ0482
 NQ0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0482'THE STATION IS LOCATED 6-1/2 MILES EAST OF GUERNSEY AND 6 MILES
 NQ0482'WEST-NORTHWEST OF FORT LARAMIE IN THE NORTHEAST 1/4 OF SEC.
 NQ0482'1 T26N R66W, ON TOP OF A GRASSY RIDGE IN PASTURE LAND.
 NQ0482'
 NQ0482'TO REACH THE STATION FROM THE POST OFFICE IN FORT LARAMIE, GO
 NQ0482'NORTH AND NORTHWEST ON U.S. HIGHWAY 26 FOR 6.45 MILES TO A SIDE
 NQ0482'ROAD LEFT AND THE AZIMUTH MARK.  CONTINUE AHEAD FOR 75 YARDS TO
 NQ0482'A FIELD DRIVE AND GATE ON THE RIGHT.  TURN RIGHT AND PASS
 NQ0482'THROUGH THE GATE THEN FOLLOW TRACK ROAD AND DIM TRACKS ALONG WEST
 NQ0482'SIDE OF FENCE FOR 0.3 MILE TO THE CREST OF RIDGE AND WIRE GATE
 NQ0482'IN THE NORTH-SOUTH FENCE LINE.  PASS THROUGH THE GATE AND GO
 NQ0482'EAST-NORTHEAST FOR 0.2 MILE AND GO TO THE LEFT OF FIRST
 NQ0482'SHARP KNOLL AROUND HEAD OF SMALL DRAW OVER RIDGE INTO DRAW
 NQ0482'ON NORTH SIDE OF FIRST KNOLL, THEN UP DRAW AND ALONG CREST
 NQ0482'OF RIDGE 0.35 MILE TO CREST OF RIDGE EAST-NORTHEAST OF GATE.  TURN
 NQ0482'RIGHT ALONG CREST OF GRAVELED AND COBBLESTONE RIDGE
 NQ0482'SOUTHERLY 0.15 MILE TO TOP OF KNOLL AND STATION.
 NQ0482'
 NQ0482'THE STATION MARK IS A STANDARD DISK STAMPED FLINT 1963, SET IN THE
 NQ0482'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 NQ0482'INCHES.  IT IS 4.4 FEET SOUTH OF THE WITNESS POST.
 NQ0482'
 NQ0482'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FLINT NO 1 1963,
 NQ0482'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NQ0482'5 INCHES.  IT IS 27.5 FEET EAST OF THE WITNESS POST.
 NQ0482'
 NQ0482'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 NQ0482'STAMPED VABM P H C P 1 4539 1948, CEMENTED IN A DRILL HOLE IN TOP
 NQ0482'OF A BOULDER.  IT IS 24 FEET SOUTHWEST OF THE WITNESS POST.
 NQ0482'
 NQ0482'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FLINT 1963, SET
 NQ0482'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 NQ0482'INCHES.  IT IS 97 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 26,
 NQ0482'36 FEET WEST OF THE CENTER OF A PAVED ROAD, 1.9 FEET WEST OF THE
 NQ0482'WITNESS POST AND 1.7 FEET NORTH OF A WIRE FENCE.
 NQ0482'
 NQ0482'THE DISTANCE BETWEEN R.M.S IS 45.8 FEET OR 13.97 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0610 ***********************************************************************
 MP0610  DESIGNATION -  FLY
 MP0610  PID         -  MP0610
 MP0610  STATE/COUNTY-  WY/CARBON
 MP0610  USGS QUAD   -  RAWLINS (1981)
 MP0610
 MP0610                         *CURRENT SURVEY CONTROL
 MP0610  ___________________________________________________________________
 MP0610* NAD 83(1993)-  41 47 55.67746(N)    107 12 29.39415(W)     ADJUSTED  
 MP0610* NAVD 88     -      2053.8    (meters)    6738.     (feet)  VERTCON   
 MP0610  ___________________________________________________________________
 MP0610  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 MP0610  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MP0610
 MP0610  HORZ ORDER  -  SECOND
 MP0610
 MP0610.This mark is at Rawlins Municipal Airport (RWL)
 MP0610
 MP0610.The horizontal coordinates were established by classical geodetic methods
 MP0610.and adjusted by the National Geodetic Survey in January 1997..
 MP0610
 MP0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0610
 MP0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0610
 MP0610.The geoid height was determined by GEOID03.
 MP0610
 MP0610;                    North         East     Units Scale Factor Converg.
 MP0610;SPC WYEC     -   244,239.056   410,402.243   MT  0.99993883   +0 05 00.3
 MP0610;UTM  13      - 4,629,794.395   316,544.926   MT  1.00001417   -1 28 19.9
 MP0610
 MP0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0610!SPC WYEC     -   0.99968010  x   0.99993883  =   0.99961895
 MP0610!UTM  13      -   0.99968010  x   1.00001417  =   0.99969426
 MP0610
 MP0610|---------------------------------------------------------------------|
 MP0610| PID    Reference Object                     Distance      Geod. Az  |
 MP0610|                                                           dddmmss.s |
 MP0610| CP5372 FLY RM 4                             11.202 METERS 10505     |
 MP0610| CP5371 FLY RM 3                             13.209 METERS 12524     |
 MP0610| CP5370 FLY RM 2                             19.223 METERS 17108     |
 MP0610| CP5369 FLY AZ MK                                          1855608.1 |
 MP0610| MP0616 HIGHWAY 287 STA 216+48.23 PT RESET  APPROX. 0.7 KM 1983313.2 |
 MP0610| CP6449 HIGHWAY 287 STA 216+48.23 PT                       1983518.0 |
 MP0610| MP0611 SALT LAKE CITY OMAHA AWY BN 26      APPROX. 3.8 KM 2463754.4 |
 MP0610| MP0612 RAWLINS WATER TANK                  APPROX. 2.9 KM 2582605.8 |
 MP0610| MP0246 Y 318                                29.494 METERS 27608     |
 MP0610|---------------------------------------------------------------------|
 MP0610
 MP0610                          SUPERSEDED SURVEY CONTROL
 MP0610
 MP0610  NAD 83(1986)-  41 47 55.66537(N)    107 12 29.38537(W) AD(       ) 2
 MP0610  NAD 27      -  41 47 55.81500(N)    107 12 27.20600(W) AD(       ) 2
 MP0610  NGVD 29 (07/19/86) 2052.7    (m)         6735.     (f) VERT ANG       
 MP0610
 MP0610.Superseded values are not recommended for survey control.
 MP0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0610.See file dsdata.txt to determine how the superseded data were derived.
 MP0610
 MP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1654529794(NAD 83)
 MP0610_MARKER: DS = TRIANGULATION STATION DISK
 MP0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0610_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 MP0610
 MP0610  HISTORY     - Date     Condition        Report By
 MP0610  HISTORY     - 1948     MONUMENTED       CGS
 MP0610  HISTORY     - 1958     GOOD             CGS
 MP0610  HISTORY     - 1977     GOOD             NGS
 MP0610  HISTORY     - 1979     GOOD             NGS
 MP0610
 MP0610                          STATION DESCRIPTION
 MP0610
 MP0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0610'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE RAWLINS MUNICIPAL
 MP0610'AIRPORT ABOUT 1.5 MILE EAST-NORTHEAST OF RAWLINS.  THE STATION
 MP0610'MARK IS 150 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 MP0610'HANGER, 97 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MP0610'ADMINISTRATION BUILDING, 5 FEET SOUTH OF A WHITE WITNESS POST,
 MP0610'3 FEET EAST OF A FENCE LINE, PROJECTS 3 INCHES AND STAMPED,
 MP0610'FLY 1948.
 MP0610'
 MP0610'REFERENCE MARK NO. 1 IS A U.S.C. AND G.S. BENCH MARK SET IN A
 MP0610'6X6 INCH CONCRETE POST 1 FOOT SOUTH OF THE SOUTHEAST CORNER OF
 MP0610'THE ADMINISTRATION BUILDING, PROJECTS 2 INCHES, AND STAMPED,
 MP0610'Y 318 1947.
 MP0610'
 MP0610'REFERENCE MARK NO. 2 IS 4 FEET EAST OF A FENCE LINE, APPROXIMATELY
 MP0610'THE SAME ELEVATION AS THE STATION MARK, PROJECTS 2 INCHES AND
 MP0610'STAMPED, FLY NO 2 1948.
 MP0610'
 MP0610'THE AZIMUTH MARK IS LOCATED 27 PACES EAST OF WHERE THE ROAD TO
 MP0610'THE AIRPORT TURNS OFF OF U.S. HIGHWAY 30, 10 FEET WEST OF SIGN,
 MP0610'CHALLENGER AIRLINES COMPANY, PROJECTS 4 INCHES AND STAMPED, FLY
 MP0610'1948.
 MP0610'
 MP0610'TO REACH THE STATION FROM THE POST OFFICE IN RAWLINS, GO EAST
 MP0610'ON U.S. HIGHWAY 30 FOR 1.7 MILE TO A GRADED ROAD LEFT, NORTH,
 MP0610'AND THE AZIMUTH MARK.  TURN LEFT ON GRADED ROAD AND GO 0.7 MILE
 MP0610'TO THE AIRPORT BUILDINGS AND THE STATION AS DESCRIBED.  A
 MP0610'DRIVE STATION.
 MP0610
 MP0610                          STATION RECOVERY (1958)
 MP0610
 MP0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 MP0610'THE STATION MARK, REFERENCE MARK 2 AND BENCH MARK Y 318 WHICH WAS
 MP0610'USED AS REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 MP0610'AND FOUND IN GOOD CONDITION.  THE DISTANCES TO BOTH MARKS
 MP0610'WERE FOUND TO BE THE SAME AS STATED IN THE 1948 DESCRIPTION.
 MP0610'THE DIRECTIONS TO BOTH MARKS CHECKED BY 06.0 SECONDS AND 10.0
 MP0610'SECONDS RESPECTIVELY.  THE ADMINISTRATION BUILDING HAS BEEN
 MP0610'MOVED AND SOME CHANGES IN THE AREA ARE NOTED.  A COMPLETE NEW
 MP0610'DESCRIPTION FOLLOWS.  AS THE ROADS FROM RAWLINS TO THE
 MP0610'AIRPORT ARE UNDER CONSTRUCTION THE TO-REACH IS OMITTED.
 MP0610'
 MP0610'THE STATION IS LOCATED NEAR THE SOUTHWEST SIDE OF THE RAWLINS
 MP0610'MUNICIPAL AIRPORT ABOUT 1-1/2 MILES EAST-NORTHEAST OF RAWLINS.
 MP0610'IT IS 146.8 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A LARGE
 MP0610'METAL HANGAR, 207.8 FEET WEST OF THE NORTHWEST CORNER OF A SMALL
 MP0610'METAL HANGAR, 36 FEET NORTH OF A POWER LINE POLE AND 10 FEET
 MP0610'WEST OF THE WEST EDGE OF THE ASPHALT APRON.  THE MONUMENT IS
 MP0610'UNDERGROUND ABOUT 4 INCHES AND THE DISK IS STAMPED FLY 1948.
 MP0610'
 MP0610'BENCH MARK Y 318 IS 109 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 MP0610'OF THE LARGE HANGAR AND 48 FEET EAST OF A TALL LONE WOODEN POLE.
 MP0610'IT IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 MP0610'DISK STAMPED Y 318 1947 SET IN THE TOP OF A 6 X 6 INCH CONCRETE
 MP0610'POST THAT PROJECTS 2 INCHES.
 MP0610'
 MP0610'THE AZIMUTH MARK IS 67 FEET NORTH OF THE CENTERLINE OF WHICH
 MP0610'IS NOW THE EAST BOUND LANE FOR U.S. HIGHWAY 30 AND 49 FEET
 MP0610'EAST OF THE CENTERLINE OF A GRAVEL CUT-OFF LANE.  THE MARK
 MP0610'PROJECTS 2 INCHES AND THE DISK IS STAMPED FLY 1948.
 MP0610'
 MP0610'REFERENCE MARK 2 IS 27 FEET SOUTH OF A POWER LINE POLE AND 3
 MP0610'FEET EAST OF A BARB WIRE FENCE.  THE MONUMENT PROJECTS 2 INCHES
 MP0610'AND THE DISK IS STAMPED FLY NO 2 1948.
 MP0610'
 MP0610'1958 OBSERVATION--MADE FROM A WILD T-2 TRIPOD
 MP0610
 MP0610                          STATION RECOVERY (1977)
 MP0610
 MP0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MP0610'STATION MARK AND REFERENCE MARK NUMBER 2 WERE THE ONLY MARKS
 MP0610'RECOVERED.  STATION SURFACE MARK IS NOW ABOUT 12 INCHES BELOW THE
 MP0610'GROUND SURFACE.  THE AZIMUTH MARK AND BENCH MARK Y 318(RM 1) WERE
 MP0610'NOT FOUND.
 MP0610'
 MP0610'A NEW REFERENCE MARK, NUMBER 3 AND AN AZIMUTH MARK WERE ESTABLISHED
 MP0610'AT THIS TIME.
 MP0610'
 MP0610'STATION MARK IN AN OLD AIRPORT ENTRANCE ROAD THAT IS FENCED OFF AND
 MP0610'IS IN NO DANGER OF BEING DISTURBED ACCORDING TO THE AIRPORT
 MP0610'OFFICIALS.
 MP0610'
 MP0610'AIRWAY BEACON NO. 26 IS NO LONGER IN ITS LOCATION.  IT HAS BEEN
 MP0610'DISMANTLED.
 MP0610'
 MP0610'STATION IS LOCATED AT THE RAWLINS MUNICIPAL AIRPORT, AT THE WEST EDGE
 MP0610'AND NEAR THE SOUTHEAST CORNER OF A METAL HANGER WITH SIGN ELEVATION
 MP0610'6784 BONZER.
 MP0610'
 MP0610'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 287 AND I 80
 MP0610'BUSINESS AT THE EAST EDGE OF RAWLINS.  GO EAST ON THE HIGHWAYS FOR
 MP0610'0.15 MILE TO THE AZIMUTH MARK (WSHD) ON THE LEFT, AS DESCRIBED.
 MP0610'CONTINUE EAST ON HIGHWAYS FOR 0.1 MILE TO THE AIRPORT ROAD ON
 MP0610'LEFT.  TURN LEFT AND GO NORTH ON THE ROAD FOR 0.5 MILE TO THE
 MP0610'AIRPORT OPERATION BUILDINGS, AIRPORT BEACON ON LEFT.  KEEP
 MP0610'LEFT AND CONTINUE NORTHWEST, PASSING THE BEACON ON EAST SIDE FOR
 MP0610'0.05 MILE TO A SURFACED REVETMENT.  TURN LEFT AND PROCEED WEST ACROSS
 MP0610'REVETMENT FOR 0.05 MILE TO THE SOUTHEAST CORNER OF THE METAL HANGER
 MP0610'WITH SIGN AS MENTIONED ABOVE AND STATION, AS DESCRIBED.
 MP0610'
 MP0610'STATION IS A STANDARD STATION MARK DISK, STAMPED FLY 1948, SET IN THE
 MP0610'TOP OF A SQUARE CONCRETE MONUMENT ABOUT 12 INCHES BELOW THE GROUND.
 MP0610'MARK IS 39 FEET NORTH OF A UTILITY POLE, 12 FEET SOUTHWEST OF THE
 MP0610'SOUTHEAST CORNER OF THE METAL HANGER, 7 FEET SOUTH-SOUTHEAST OF A
 MP0610'LARGE FENCE POST BESIDE HANGER AND 3 FEET EAST OF A NORTH-SOUTH
 MP0610'FENCELINE.
 MP0610'
 MP0610'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED FLY NO 2
 MP0610'1948, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 MP0610'2 INCHES.  MARK IS 28 FEET SOUTH-SOUTHEAST A UTILITY POLE, 9 FEET
 MP0610'WEST-SOUTHWEST OF A 4 INCH X 4 INCH WOOD WITNESS POST AND 3.5 FEET
 MP0610'EAST OF THE FENCELINE.
 MP0610'
 MP0610'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED FLY 1948
 MP0610'NO 3 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 MP0610'ABOUT 4 INCHES.  MARK IS 49 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 MP0610'OF THE METAL HANGER AND 36 FEET EAST OF A UTILITY POLE AND THE
 MP0610'FENCELINE.
 MP0610'
 MP0610'AZIMUTH MARK IS A WYOMING STATE HIGHWAY ELEVATION AND RIGHT-OF-WAY
 MP0610'MARK DISK, STAMPED PT 216+48.23 EL 6685.70, SET IN THE TOP OF A
 MP0610'SQUARE CONC CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.  MARK IS
 MP0610'120 FEET NORTHEAST OF U.S. HIGHWAY 287 AND I80 BUSINESS HIGHWAY
 MP0610'JUNCTION SIGN, 150 FEET NORTH OF THE HIGHWAY, 9 FEET EAST OF THE
 MP0610'EAST 1 OF 2 DOUBLE FENCE POSTS AND 1 FOOT NORTH OF AN EAST-WEST
 MP0610'RIGHT-OF-WAY FENCELINE AND A METAL WITNESS POST WITH A METAL
 MP0610'WITNESS SIGN ATTACHED.
 MP0610'
 MP0610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN RAWLINS.
 MP0610
 MP0610                          STATION RECOVERY (1979)
 MP0610
 MP0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MP0610'STATION VISITED IN 1977, STATION MARK AND REFERENCE MARK 2 WERE ONLY
 MP0610'MARKS FOUND.  A NEW REFERENCE MARK 3 AND PT216+48.23 WYOMING HIGHWAY
 MP0610'DEPARTMENT MARK WERE ESTABLISHED, DIRECTION TO RAWLINS WATER TANK AND
 MP0610'REFERENCE MARK 2 CHECKED ADEQUATELY, DISTANCE TO REFERENCE MARK 2 ALSO
 MP0610'CHECKED ADEQUATELY.  STATION WAS REVISITED IN 1979 ON TWO DIFFERENT
 MP0610'DATES, FRANCE FLYING SERVICE BUILDING HAS BEEN ERECTED OVER REFERENCE
 MP0610'MARK 3 AND PT218+48.23 MARK WAS MOVED TO THE SOUTH ABOUT 29 FEET DUE
 MP0610'TO THE HIGHWAY DEPARTMENT MOVING THEIR FENCE.  A NEW REFERENCE MARK,
 MP0610'NUMBER 4 AND NEW POSITION ON THE PT216+48.23 MARK WAS ESTABLISHED.
 MP0610'
 MP0610'STATION IS LOCATED ON A LOW HILL, AT THE RAWLINS MUNICIPAL AIRPORT,
 MP0610'7.6 FEET SOUTH OF SOUTH SIDE OF A LARGE METAL HANGER WHICH IS THE MOST
 MP0610'WESTERLY ONE OF SEVERAL AIRPORT BUILDINGS, 12 FEET WEST-SOUTHWEST OF A
 MP0610'5 INCH METAL GATE POST OF A METAL GATE, 5.2 FEET NORTH OF A METAL
 MP0610'MANHOLE COVER, 2.2 FEET EAST OF A METAL WITNESS POST.
 MP0610'
 MP0610'STATION IS A STANDARD STATION MARK DISK, STAMPED---FLY 1948--- SET
 MP0610'IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 9 INCHES BELOW THE
 MP0610'GROUND.
 MP0610'
 MP0610'REFERENCE MARK 2 IS A REFERENCE MARK DISK, STAMPED---FLY NO 2
 MP0610'1948--- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 3 INCHES
 MP0610'BELOW GROUND, 22 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE FRANCE
 MP0610'FLYING SERVICE BUILDING, 15.6 FEET WEST OF THE WEST WALL OF THE
 MP0610'BUILDING, 13 FEET NORTHEAST OF A ROUND WOOD POLE ABOUT 6 FEET HIGH
 MP0610'WITH AN UNDERGROUND CABLE SIGN ATTACHED.
 MP0610'
 MP0610'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED---FLY
 MP0610'1948 NO 4 1979--- CEMENTED IN A DRILL HOLE, IN THE TOP OF THE FLYING
 MP0610'SERVICE CONCRETE RAMP SLAB, 13.4 FEET EAST OF THE EAST EDGE OF THE
 MP0610'OFFICE DOOR, 10 INCHES NORTH OF NORTH EDGE OF FLYING SERVICE HANGER,
 MP0610'6 INCHES WEST OF THE HANGER DOOR.
 MP0610'
 MP0610'PT216+48.23 IS A WYOMING HIGHWAY DEPARTMENT RIGH-OF-WAY AND ELEVATION
 MP0610'DISK, STAMPED---PT216+48.23 6685.70--- SET IN THE TOP OF A SQUARE
 MP0610'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 121 FEET NORTH OF THE
 MP0610'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 287, 20 FEET SOUTH OF THE
 MP0610'PROPOSED CENTERLINE OF A NEW FROUNTAGE ROAD, 1 FOOT NORTH OF A FENCE
 MP0610'AND A METAL WITNESS POST WITH WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0220 ***********************************************************************
 NS0220  DESIGNATION -  FLY
 NS0220  PID         -  NS0220
 NS0220  STATE/COUNTY-  WY/SWEETWATER
 NS0220  USGS QUAD   -  ROCK CABIN SPRING (1986)
 NS0220
 NS0220                         *CURRENT SURVEY CONTROL
 NS0220  ___________________________________________________________________
 NS0220* NAD 83(1993)-  42 11 59.60603(N)    108 58 56.32453(W)     ADJUSTED  
 NS0220* NAVD 88     -      2305.5    (meters)    7564.     (feet)  VERTCON   
 NS0220  ___________________________________________________________________
 NS0220  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 NS0220  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 NS0220
 NS0220  HORZ ORDER  -  THIRD
 NS0220
 NS0220.The horizontal coordinates were established by classical geodetic methods
 NS0220.and adjusted by the National Geodetic Survey in January 1997..
 NS0220
 NS0220.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0220
 NS0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0220
 NS0220.The geoid height was determined by GEOID03.
 NS0220
 NS0220;                    North         East     Units Scale Factor Converg.
 NS0220;SPC WYWC     -   188,805.345   580,814.292   MT  0.99994203   -0 09 21.8
 NS0220;UTM  12      - 4,673,940.865   666,579.530   MT  0.99994144   +1 21 20.3
 NS0220
 NS0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0220!SPC WYWC     -   0.99964063  x   0.99994203  =   0.99958268
 NS0220!UTM  12      -   0.99964063  x   0.99994144  =   0.99958209
 NS0220
 NS0220:                Primary Azimuth Mark                     Grid Az
 NS0220:SPC WYWC     -  35 SC                                    240 27 53.8
 NS0220:UTM  12      -  35 SC                                    238 57 11.7
 NS0220
 NS0220|---------------------------------------------------------------------|
 NS0220| PID    Reference Object                     Distance      Geod. Az  |
 NS0220|                                                           dddmmss.s |
 NS0220| NS0291 35 SC                               APPROX. 7.4 KM 2401832.0 |
 NS0220|---------------------------------------------------------------------|
 NS0220
 NS0220                          SUPERSEDED SURVEY CONTROL
 NS0220
 NS0220  NAD 83(1986)-  42 11 59.59009(N)    108 58 56.32131(W) AD(       ) 3
 NS0220  NAD 27      -  42 11 59.74159(N)    108 58 53.89509(W) AD(       ) 3
 NS0220  NGVD 29 (07/19/86) 2304.2    (m)         7560.     (f) VERT ANG       
 NS0220
 NS0220.Superseded values are not recommended for survey control.
 NS0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0220.See file dsdata.txt to determine how the superseded data were derived.
 NS0220
 NS0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM6658073941(NAD 83)
 NS0220_MARKER: A = ALUMINUM MARKER
 NS0220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0220_SP_SET: METAL PIPE AND CONCRETE SURROUND
 NS0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0220
 NS0220  HISTORY     - Date     Condition        Report By
 NS0220  HISTORY     - 1957     MONUMENTED       USGS
 NS0220
 NS0220                          STATION DESCRIPTION
 NS0220
 NS0220'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NS0220'STATION IS LOCATED ABOUT 10  MI. E. OF BLAIR AND HAY MIDDLE RANCH AND
 NS0220'ABOUT 8 MI. SW. OF OREGON BUTTES ON A RATHER FLAT TOPPED HILL WHICH
 NS0220'RUNS N-S.  STATION IS ON HIGHEST POINT OF TOP IN SANDY SPOT.  STATION
 NS0220'IS REACHED BY HELICOPTER.
 NS0220'
 NS0220'STATION MARK - STANDARD ALUMINUM TABLET, STAMPED ---FLY 1957 7560---
 NS0220'A FOUR FOOT STEEL PIPE, THE BOTTOM OF WHICH IS SET IN CONCRETE.
 NS0220'TABLET PROJECTS 0.2 FT. ABOVE GROUND.
 NS0220'
 NS0220'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0427 ***********************************************************************
 NR0427  DESIGNATION -  FNRGP 1
 NR0427  PID         -  NR0427
 NR0427  STATE/COUNTY-  WY/NATRONA
 NR0427  USGS QUAD   -  FORT RIDGE (1981)
 NR0427
 NR0427                         *CURRENT SURVEY CONTROL
 NR0427  ___________________________________________________________________
 NR0427* NAD 83(1993)-  42 29 47.29347(N)    107 00 46.28996(W)     ADJUSTED  
 NR0427* NAVD 88     -      1818.4    (meters)    5966.     (feet)  VERTCON   
 NR0427  ___________________________________________________________________
 NR0427  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 NR0427  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 NR0427
 NR0427  HORZ ORDER  -  THIRD
 NR0427
 NR0427.The horizontal coordinates were established by classical geodetic methods
 NR0427.and adjusted by the National Geodetic Survey in January 1997..
 NR0427
 NR0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0427
 NR0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0427
 NR0427.The geoid height was determined by GEOID03.
 NR0427
 NR0427;                    North         East     Units Scale Factor Converg.
 NR0427;SPC WYEC     -   321,771.032   426,342.577   MT  0.99994603   +0 12 59.4
 NR0427;UTM  13      - 4,706,864.280   334,598.884   MT  0.99993660   -1 21 36.3
 NR0427
 NR0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0427!SPC WYEC     -   0.99971682  x   0.99994603  =   0.99966286
 NR0427!UTM  13      -   0.99971682  x   0.99993660  =   0.99965344
 NR0427
 NR0427:                Primary Azimuth Mark                     Grid Az
 NR0427:SPC WYEC     -  PATHFINDER                               098 28 33.1
 NR0427:UTM  13      -  PATHFINDER                               100 03 08.8
 NR0427
 NR0427|---------------------------------------------------------------------|
 NR0427| PID    Reference Object                     Distance      Geod. Az  |
 NR0427|                                                           dddmmss.s |
 NR0427| NR0391 PATHFINDER                          APPROX.11.3 KM 0984132.5 |
 NR0427|---------------------------------------------------------------------|
 NR0427
 NR0427                          SUPERSEDED SURVEY CONTROL
 NR0427
 NR0427  NAD 83(1986)-  42 29 47.27675(N)    107 00 46.27917(W) AD(       ) 3
 NR0427  NAD 27      -  42 29 47.42453(N)    107 00 44.08267(W) AD(       ) 3
 NR0427  NGVD 29 (07/19/86) 1817.5    (m)         5963.     (f) VERT ANG       
 NR0427
 NR0427.Superseded values are not recommended for survey control.
 NR0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0427.See file dsdata.txt to determine how the superseded data were derived.
 NR0427
 NR0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH3459906864(NAD 83)
 NR0427
 NR0427  HISTORY     - Date     Condition        Report By
 NR0427  HISTORY     - 1948     MONUMENTED       USGS
 NR0427  HISTORY     - 1957     GOOD             USGS
 NR0427
 NR0427                          STATION DESCRIPTION
 NR0427
 NR0427'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0427'RECOVERED IN GOOD CONDITION.
 NR0427'
 NR0427'STATION LOCATED ABOUT 1 MI. S. OF SWEETWATER RIVER, 1.5 MI. N. OF
 NR0427'BUZZARD ROAD.
 NR0427'
 NR0427'TO REACH FROM POST OFFICE IN ALCOVA, GO SW. ON HIGHWAY 220 21.6 MI.
 NR0427'TO JUNCTION BUZZARD ROAD, DIRT RD. LEFT, TURN LEFT 2.9 MI. TO BRIDGE
 NR0427'OVER SWEETWATER RIVER, THENCE ON MAIN RD. 1.6 MI. TO CATTLEGUARD,
 NR0427'THENCE 0.1 MI. TO TRAIL LEFT, TAKE LEFT 0.35 MI. TO PIPELINE,
 NR0427'CONTINUE ON TRAIL 0.7 MI. TO CROSSTRAIL, TURN LEFT FOR 0.85 MI. TO
 NR0427'FENCE, CONTINUE THROUGH GATE ON TRAIL 0.2 MI. TO TRAIL FORK.
 NR0427'(STATION IS 884 FT. NE. OF THIS JUNCTION).  TAKE RIGHT 0.05 MI. TO
 NR0427'GATE S. OF HOUSE, THENCE ON TRAIL 0.15 MI., THENCE 90 DEGREE TURN
 NR0427'LEFT 275 FT. TO STATION ON KNOLL, 535 FT. E. OF SW. CORNER OF
 NR0427'CORRAL.
 NR0427'
 NR0427'STATION MARK--STANDARD CAP SET IN CONCRETE POST PROJECTING 6 IN.,
 NR0427'STAMPED ---FNRGP 1 1948---.
 NR0427'
 NR0427'REFERENCE MARK NO. 1--STANDARD COPPER NAIL AND WASHER SET IN CONCRETE
 NR0427'POST PROJECTING 5 IN. AND IS 292.40 FT. S. OF STATION,
 NR0427'N 33 DEG 33 MIN W.
 NR0427'
 NR0427'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER SET IN CONCRETE
 NR0427'POST PROJECTING 6 IN. AND IS 4 FT. SE. OF SE. CORNER OF CORRAL, 533.60
 NR0427'FT. W. OF STATION, N 77 DEG 35 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1013 ***********************************************************************
 MO1013  DESIGNATION -  FONDA
 MO1013  PID         -  MO1013
 MO1013  STATE/COUNTY-  WY/GOSHEN
 MO1013  USGS QUAD   -  HAWK SPRINGS (1990)
 MO1013
 MO1013                         *CURRENT SURVEY CONTROL
 MO1013  ___________________________________________________________________
 MO1013* NAD 83(1993)-  41 50 25.34513(N)    104 17 26.27053(W)     ADJUSTED  
 MO1013* NAVD 88     -      1327.     (meters)    4354.     (feet)  SCALED    
 MO1013  ___________________________________________________________________
 MO1013  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 MO1013  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 MO1013
 MO1013  HORZ ORDER  -  SECOND
 MO1013
 MO1013.The horizontal coordinates were established by classical geodetic methods
 MO1013.and adjusted by the National Geodetic Survey in January 1997..
 MO1013
 MO1013.The orthometric height was scaled from a topographic map.
 MO1013
 MO1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1013
 MO1013.The geoid height was determined by GEOID03.
 MO1013
 MO1013;                    North         East     Units Scale Factor Converg.
 MO1013;SPC WY E     -   149,219.893   272,757.128   MT  1.00000262   +0 35 03.8
 MO1013;UTM  13      - 4,632,296.547   558,895.042   MT  0.99964268   +0 28 23.5
 MO1013
 MO1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1013!SPC WY E     -   0.99979467  x   1.00000262  =   0.99979729
 MO1013!UTM  13      -   0.99979467  x   0.99964268  =   0.99943743
 MO1013
 MO1013:                Primary Azimuth Mark                     Grid Az
 MO1013:SPC WY E     -  FONDA AZ MK                              056 14 32.4
 MO1013:UTM  13      -  FONDA AZ MK                              056 21 12.7
 MO1013
 MO1013|---------------------------------------------------------------------|
 MO1013| PID    Reference Object                     Distance      Geod. Az  |
 MO1013|                                                           dddmmss.s |
 MO1013| CQ3758 FONDA AZ MK                                        0564936.2 |
 MO1013| CQ3759 FONDA RM 1                            9.162 METERS 08438     |
 MO1013| CQ3760 FONDA RM 2                            8.741 METERS 18958     |
 MO1013|---------------------------------------------------------------------|
 MO1013
 MO1013                          SUPERSEDED SURVEY CONTROL
 MO1013
 MO1013  NAD 83(1986)-  41 50 25.33008(N)    104 17 26.27420(W) AD(       ) 2
 MO1013  NAD 27      -  41 50 25.44020(N)    104 17 24.43300(W) AD(       ) 2
 MO1013
 MO1013.Superseded values are not recommended for survey control.
 MO1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1013.See file dsdata.txt to determine how the superseded data were derived.
 MO1013
 MO1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5889532297(NAD 83)
 MO1013_MARKER: DS = TRIANGULATION STATION DISK
 MO1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1013
 MO1013  HISTORY     - Date     Condition        Report By
 MO1013  HISTORY     - 1963     MONUMENTED       CGS
 MO1013
 MO1013                          STATION DESCRIPTION
 MO1013
 MO1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1013'THE STATION IS 4 MILES NORTH AND 1/4 MILE WEST OF HAWK SPRINGS,
 MO1013'IN THE NORTHEAST QUARTER OF SECTION 34, T 22 N, R 62 W, AND
 MO1013'IN PASTURE LAND OWNED BY MR. BURKART.
 MO1013'
 MO1013'TO REACH THE STATION FROM THE RAILROAD CROSSING, 300 FEET
 MO1013'WEST OF THE DEPOT IN HAWK SPRINGS, GO NORTH ON U.S. HIGHWAY 85
 MO1013'FOR 4.0 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 MO1013'WEST ON A GRAVEL ROAD FOR 1.15 MILES TO THE AZIMUTH MARK ON
 MO1013'THE LEFT AND A FIELD ROAD ON THE LEFT.  CONTINUE WEST ON THE
 MO1013'GRAVEL ROAD FOR 0.15 MILE TO A WIRE GATE ON THE LEFT AND A
 MO1013'DRIVEWAY TO THE BURKART HOME ON THE RIGHT.  TURN LEFT, PASS
 MO1013'THROUGH THE GATE AND GO SOUTH ACROSS PASTURE FOR 0.1 MILE,
 MO1013'THEN BEAR RIGHT AND GO WESTERLY FOR 0.05 MILE TO THE
 MO1013'SOUTHWEST CORNER OF A FENCE SURROUNDING A TRENCH SILO, AND
 MO1013'THE STATION 8.5 FEET SOUTHEAST OF A CORNER FENCE POST.
 MO1013'
 MO1013'STATION MARKS ARE STANDARD DISKS STAMPED FONDA 1963.  THE
 MO1013'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1013'SURFACE OF THE GROUND.  IT IS 6.5 FEET SOUTHWEST OF A METAL
 MO1013'WITNESS POST, 6 FEET SOUTH OF A FENCE, AND 6 FEET EAST OF A
 MO1013'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MO1013'CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1013'
 MO1013'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FONDA NO 1 1963,
 MO1013'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1013'THE GROUND.  IT IS 36.5 FEET EAST OF THE CORNER FENCE POST
 MO1013'AND 1 FOOT SOUTH OF THE FENCE.
 MO1013'
 MO1013'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FONDA NO 2 1963,
 MO1013'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1013'THE GROUND.  IT IS 34.5 FEET SOUTH OF THE CORNER FENCE POST
 MO1013'AND 1 FOOT EAST OF THE FENCE.
 MO1013'
 MO1013'AZIMUTH MARK, A STANDARD DISK STAMPED FONDA 1963, IS CEMENTED
 MO1013'IN A DRILL HOLE IN A CONCRETE WALL OF AN IRRIGATION DITCH.
 MO1013'IT IS 62 FEET EAST OF A CORNER FENCE POST, 53 FEET EAST OF
 MO1013'THE CENTER OF THE FIELD ROAD, 27.5 FEET SOUTH OF THE CENTER
 MO1013'OF THE GRAVEL ROAD, AND 2.5 FEET SOUTHWEST OF A METAL WITNESS
 MO1013'POST.
 MO1013'
 MO1013'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0747 ***********************************************************************
 MR0747  DESIGNATION -  FONTENELLE
 MR0747  PID         -  MR0747
 MR0747  STATE/COUNTY-  WY/LINCOLN
 MR0747  USGS QUAD   -  SHUTE CREEK LAKE (1980)
 MR0747
 MR0747                         *CURRENT SURVEY CONTROL
 MR0747  ___________________________________________________________________
 MR0747* NAD 83(1993)-  41 59 57.56820(N)    110 07 38.65447(W)     ADJUSTED  
 MR0747* NAVD 88     -      2076.4    (meters)    6812.     (feet)  VERTCON   
 MR0747  ___________________________________________________________________
 MR0747  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 MR0747  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MR0747
 MR0747  HORZ ORDER  -  FIRST
 MR0747
 MR0747.The horizontal coordinates were established by classical geodetic methods
 MR0747.and adjusted by the National Geodetic Survey in January 1997..
 MR0747
 MR0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0747
 MR0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0747
 MR0747.The geoid height was determined by GEOID03.
 MR0747
 MR0747;                    North         East     Units Scale Factor Converg.
 MR0747;SPC WY W     -   266,503.631   796,348.900   MT  0.99993766   -0 01 46.2
 MR0747;SPC WYWC     -   167,420.597   485,885.783   MT  1.00009768   -0 55 18.3
 MR0747;UTM  12      - 4,650,069.460   572,267.385   MT  0.99966426   +0 35 02.0
 MR0747
 MR0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0747!SPC WY W     -   0.99967666  x   0.99993766  =   0.99961434
 MR0747!SPC WYWC     -   0.99967666  x   1.00009768  =   0.99977431
 MR0747!UTM  12      -   0.99967666  x   0.99966426  =   0.99934103
 MR0747
 MR0747|---------------------------------------------------------------------|
 MR0747| PID    Reference Object                     Distance      Geod. Az  |
 MR0747|                                                           dddmmss.s |
 MR0747| CP5373 FONTENELLE RM 1                       8.760 METERS 05018     |
 MR0747| CP5374 FONTENELLE RM 2                      10.846 METERS 12255     |
 MR0747| NT0633 HOGBACK RIDGE MICROWAVE TOWER       APPROX.39.5 KM 3362145.5 |
 MR0747|---------------------------------------------------------------------|
 MR0747
 MR0747                          SUPERSEDED SURVEY CONTROL
 MR0747
 MR0747  NAD 83(1986)-  41 59 57.56132(N)    110 07 38.65095(W) AD(       ) 1
 MR0747  NAD 27      -  41 59 57.75060(N)    110 07 36.07750(W) AD(       ) 1
 MR0747  NGVD 29 (07/19/86) 2075.1    (m)         6808.     (f) VERT ANG       
 MR0747
 MR0747.Superseded values are not recommended for survey control.
 MR0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0747.See file dsdata.txt to determine how the superseded data were derived.
 MR0747
 MR0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM7226750069(NAD 83)
 MR0747_MARKER: DS = TRIANGULATION STATION DISK
 MR0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0747
 MR0747  HISTORY     - Date     Condition        Report By
 MR0747  HISTORY     - 1962     MONUMENTED       CGS
 MR0747  HISTORY     - 1968     GOOD             USGS
 MR0747
 MR0747                          STATION DESCRIPTION
 MR0747
 MR0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0747'STATION IS ON THE NORTHEAST SIDE OF A GRAVEL ROAD.  IT IS ABOUT
 MR0747'26 MILES NORTHEAST OF KEMMERER AND 18-1/2 MILES SOUTH-SOUTHEAST
 MR0747'OF LA BARGE.
 MR0747'
 MR0747'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 N
 MR0747'AND 189 IN THE NORTH EDGE OF KEMMERER, GO NORTH AND NORTHEASTERLY
 MR0747'ON U.S. HIGHWAY 189 FOR 25.5 MILES TO A BRIDGE OVER SLATE CREEK.
 MR0747'CONTINUE AHEAD ON HIGHWAY FOR 2.95 MILES TO A CROSSROAD.  TO
 MR0747'REACH BENCH MARK G 51 TURN LEFT ON GRAVELED ROAD FOR 0.15 MILE
 MR0747'TO THE MARK ON THE LEFT.  TURN RIGHT ON GRAVELED ROAD FOR 1.85
 MR0747'MILES TO A CURVE SIGN ON THE RIGHT AND THE STATION ON THE LEFT.
 MR0747'
 MR0747'STATION MARK IS A STANDARD DISK, STAMPED, FONTENELLE 1962, SET
 MR0747'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 MR0747'IT IS 77 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD AND
 MR0747'5.6 FEET NORTHEAST OF A WITNESS POST.
 MR0747'
 MR0747'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FONTENELLE NO 1
 MR0747'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0747'4 INCHES.  IT IS 106 FEET NORTHEAST OF THE CENTERLINE OF THE
 MR0747'ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0747'
 MR0747'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FONTENELLE NO 2 1962,
 MR0747'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 MR0747'INCHES.  IT IS 80 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AND
 MR0747'ABOUT THE SAME ELEVATION AS THE STATION.
 MR0747'
 MR0747'BENCH MARK G 51 IS A STANDARD DISK, STAMPED G 51 1934, SET
 MR0747'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 12 INCHES.
 MR0747'IT IS 45 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD AND
 MR0747'1.8 FEET SOUTHWEST OF A WITNESS POST.
 MR0747
 MR0747                          STATION RECOVERY (1968)
 MR0747
 MR0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MR0747'RECOVERED.
 MR0747'
 MR0747'STATION MARK--STANDARD USC AND GS DISK, IN CONCRETE POST PROJECTING
 MR0747'ABOUT 0.3 FT., STAMPED ---FONTENELLE 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0639 ***********************************************************************
 NT0639  DESIGNATION -  FONTENELLE
 NT0639  PID         -  NT0639
 NT0639  STATE/COUNTY-  WY/LINCOLN
 NT0639  USGS QUAD   -  GRAHAM PEAK (1967)
 NT0639
 NT0639                         *CURRENT SURVEY CONTROL
 NT0639  ___________________________________________________________________
 NT0639* NAD 83(1993)-  42 24 13.93152(N)    110 38 35.91479(W)     ADJUSTED  
 NT0639* NAVD 88     -      3065.8    (meters)   10058.     (feet)  VERTCON   
 NT0639  ___________________________________________________________________
 NT0639  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 NT0639  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 NT0639
 NT0639  HORZ ORDER  -  THIRD
 NT0639
 NT0639.The horizontal coordinates were established by classical geodetic methods
 NT0639.and adjusted by the National Geodetic Survey in January 1997..
 NT0639
 NT0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0639
 NT0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0639
 NT0639.The geoid height was determined by GEOID03.
 NT0639
 NT0639;                    North         East     Units Scale Factor Converg.
 NT0639;SPC WY W     -   311,587.559   753,902.870   MT  0.99996364   -0 22 39.5
 NT0639;UTM  12      - 4,694,680.631   529,352.735   MT  0.99961060   +0 14 25.9
 NT0639
 NT0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0639!SPC WY W     -   0.99952120  x   0.99996364  =   0.99948486
 NT0639!UTM  12      -   0.99952120  x   0.99961060  =   0.99913199
 NT0639
 NT0639:                Primary Azimuth Mark                     Grid Az
 NT0639:SPC WY W     -  MT THOMPSON                              023 06 48.2
 NT0639:UTM  12      -  MT THOMPSON                              022 29 42.8
 NT0639
 NT0639|---------------------------------------------------------------------|
 NT0639| PID    Reference Object                     Distance      Geod. Az  |
 NT0639|                                                           dddmmss.s |
 NT0639| NT0637 MT THOMPSON                         APPROX.10.9 KM 0224408.7 |
 NT0639|---------------------------------------------------------------------|
 NT0639
 NT0639                          SUPERSEDED SURVEY CONTROL
 NT0639
 NT0639  NAD 83(1993)-  42 24 13.92871(N)    110 38 35.91627(W) AD(       ) 3
 NT0639  NAD 83(1986)-  42 24 13.92057(N)    110 38 35.90429(W) AD(       ) 3
 NT0639  NAD 27      -  42 24 14.15455(N)    110 38 33.26295(W) AD(       ) 3
 NT0639  NGVD 29 (07/19/86) 3064.2    (m)        10053.     (f) VERT ANG       
 NT0639
 NT0639.Superseded values are not recommended for survey control.
 NT0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0639.See file dsdata.txt to determine how the superseded data were derived.
 NT0639
 NT0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM2935394681(NAD 83)
 NT0639
 NT0639  HISTORY     - Date     Condition        Report By
 NT0639  HISTORY     - 1928     MONUMENTED       USFS
 NT0639  HISTORY     - 1967     GOOD             USGS
 NT0639
 NT0639                          STATION DESCRIPTION
 NT0639
 NT0639'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NT0639'A SHOULDER ON COMMISSARY RIDGE, ABOUT 0.5 MI. NW. OF FONTENELLE
 NT0639'LAKES AND THE SOURCE OF FONTENELLE CREEK.  THE RIDGE IS HIGHER TO
 NT0639'THE N. WITH A SADDLE JUST S. OF STATION.  EAST SIDE OF COMMISSARY
 NT0639'RIDGE IS VERY STEEP OPPOSITE THIS POINT.  MAY BE REACHED FROM ANY
 NT0639'DIRECTION WITH HORSES.  STATION IS N. 1000 FT. FROM HAMS FORK TRAIL
 NT0639'WHERE IT CROSSES COMMISSARY RIDGE.
 NT0639'
 NT0639'RECOVERED.
 NT0639'
 NT0639'STATION MARK--BRONZE USFS TABLET, CEMENTED IN ROCK PROJECTING 0.2
 NT0639'FT., STAMPED ---FONTENELLE 1928---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0449 ***********************************************************************
 NR0449  DESIGNATION -  FORK
 NR0449  PID         -  NR0449
 NR0449  STATE/COUNTY-  WY/CARBON
 NR0449  USGS QUAD   -  MUDDY GAP (1981)
 NR0449
 NR0449                         *CURRENT SURVEY CONTROL
 NR0449  ___________________________________________________________________
 NR0449* NAD 83(1993)-  42 20 19.01678(N)    107 25 19.72262(W)     ADJUSTED  
 NR0449* NAVD 88     -      2236.8    (meters)    7339.     (feet)  VERTCON   
 NR0449  ___________________________________________________________________
 NR0449  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 NR0449  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NR0449
 NR0449  HORZ ORDER  -  THIRD
 NR0449
 NR0449.The horizontal coordinates were established by classical geodetic methods
 NR0449.and adjusted by the National Geodetic Survey in January 1997..
 NR0449
 NR0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0449
 NR0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0449
 NR0449.The geoid height was determined by GEOID03.
 NR0449
 NR0449;                    North         East     Units Scale Factor Converg.
 NR0449;SPC WYEC     -   304,191.465   392,681.468   MT  0.99993816   -0 03 35.3
 NR0449;UTM  13      - 4,690,214.957   300,465.081   MT  1.00008989   -1 37 54.8
 NR0449
 NR0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0449!SPC WYEC     -   0.99965134  x   0.99993816  =   0.99958952
 NR0449!UTM  13      -   0.99965134  x   1.00008989  =   0.99974120
 NR0449
 NR0449:                Primary Azimuth Mark                     Grid Az
 NR0449:SPC WYEC     -  CANOE                                    137 56 11.2
 NR0449:UTM  13      -  CANOE                                    139 30 30.7
 NR0449
 NR0449|---------------------------------------------------------------------|
 NR0449| PID    Reference Object                     Distance      Geod. Az  |
 NR0449|                                                           dddmmss.s |
 NR0449| NR0448 CANOE                               APPROX. 7.6 KM 1375235.9 |
 NR0449|---------------------------------------------------------------------|
 NR0449
 NR0449                          SUPERSEDED SURVEY CONTROL
 NR0449
 NR0449  NAD 83(1986)-  42 20 19.00356(N)    107 25 19.71695(W) AD(       ) 3
 NR0449  NAD 27      -  42 20 19.15454(N)    107 25 17.48367(W) AD(       ) 3
 NR0449  NGVD 29 (07/19/86) 2235.7    (m)         7335.     (f) VERT ANG       
 NR0449
 NR0449.Superseded values are not recommended for survey control.
 NR0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0449.See file dsdata.txt to determine how the superseded data were derived.
 NR0449
 NR0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG0046590215(NAD 83)
 NR0449
 NR0449  HISTORY     - Date     Condition        Report By
 NR0449  HISTORY     - 1948     MONUMENTED       USGS
 NR0449  HISTORY     - 1950     GOOD             USGS
 NR0449
 NR0449                          STATION DESCRIPTION
 NR0449
 NR0449'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (SLB)
 NR0449'STATION IS LOCATED ABOUT 3.0 MI. E. OF THREE FORKS, 10.0 MI. NE. OF
 NR0449'LAMONT.
 NR0449'
 NR0449'TO REACH FROM THREE FORKS, GO NE. ON STATE HIGHWAY 220 0.3 MI. TO RD.
 NR0449'ON RIGHT.  TURN RIGHT, PASS THRU GATE AND FOLLOW RD. ON LEFT SIDE OF
 NR0449'FENCE 0.3 MI. TO GATE ON RIGHT.  CONTINUE S. 1.0 MI. TO RD. FORK, TAKE
 NR0449'RIGHT FORK (STRAIGHT) 0.8 MI. TO SADDLE, LEAVE RD., TURN RIGHT (W.)
 NR0449'AND CLIMB SMALL HILL TO TOP OF RIDGE, CONTINUE W. 0.4 MI. TO END OF
 NR0449'JEEP TRAVEL.  GO SW. ON FOOT TO TOP OF HILL AND STATION.
 NR0449'
 NR0449'RECOVERED.
 NR0449'
 NR0449'STATION MARK--STANDARD TABLET STAMPED ---FORK 1948---, CEMENTED IN
 NR0449'ROCK.
 NR0449'
 NR0449'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED ---FORK NO. 1
 NR0449'1948---, SET IN ROCK, 30.88 FT. FROM STATION, N 07 DEG 48 MIN W.
 NR0449'
 NR0449'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED ---FORK NO. 2
 NR0449'1948---, SET IN ROCK, 24.69 FT. FROM STATION, N 81 DEG 04 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0486 ***********************************************************************
 NQ0486  DESIGNATION -  FORT
 NQ0486  PID         -  NQ0486
 NQ0486  STATE/COUNTY-  WY/GOSHEN
 NQ0486  USGS QUAD   -  FORT LARAMIE (1990)
 NQ0486
 NQ0486                         *CURRENT SURVEY CONTROL
 NQ0486  ___________________________________________________________________
 NQ0486* NAD 83(1993)-  42 13 19.87532(N)    104 31 01.72129(W)     ADJUSTED  
 NQ0486* NAVD 88     -      1324.     (meters)    4344.     (feet)  SCALED    
 NQ0486  ___________________________________________________________________
 NQ0486  LAPLACE CORR-          -8.39  (seconds)                    DEFLEC99
 NQ0486  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 NQ0486
 NQ0486  HORZ ORDER  -  SECOND
 NQ0486
 NQ0486.The horizontal coordinates were established by classical geodetic methods
 NQ0486.and adjusted by the National Geodetic Survey in January 1997..
 NQ0486
 NQ0486.The orthometric height was scaled from a topographic map.
 NQ0486
 NQ0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0486
 NQ0486.The geoid height was determined by GEOID03.
 NQ0486
 NQ0486;                    North         East     Units Scale Factor Converg.
 NQ0486;SPC WY E     -   191,460.013   253,622.534   MT  0.99997287   +0 26 11.4
 NQ0486;UTM  13      - 4,674,558.778   539,849.553   MT  0.99961954   +0 19 28.2
 NQ0486
 NQ0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0486!SPC WY E     -   0.99979492  x   0.99997287  =   0.99976779
 NQ0486!UTM  13      -   0.99979492  x   0.99961954  =   0.99941454
 NQ0486
 NQ0486|---------------------------------------------------------------------|
 NQ0486| PID    Reference Object                     Distance      Geod. Az  |
 NQ0486|                                                           dddmmss.s |
 NQ0486| CQ3769 FORT RM 1                             7.408 METERS 06215     |
 NQ0486| CQ3768 FORT AZ MK                                         1844939.1 |
 NQ0486| CQ3770 FORT RM 2                            10.315 METERS 32052     |
 NQ0486|---------------------------------------------------------------------|
 NQ0486
 NQ0486                          SUPERSEDED SURVEY CONTROL
 NQ0486
 NQ0486  NAD 83(1986)-  42 13 19.85238(N)    104 31 01.71927(W) AD(       ) 2
 NQ0486  NAD 27      -  42 13 19.97180(N)    104 30 59.87760(W) AD(       ) 2
 NQ0486
 NQ0486.Superseded values are not recommended for survey control.
 NQ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0486.See file dsdata.txt to determine how the superseded data were derived.
 NQ0486
 NQ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG3985074559(NAD 83)
 NQ0486_MARKER: DS = TRIANGULATION STATION DISK
 NQ0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0486
 NQ0486  HISTORY     - Date     Condition        Report By
 NQ0486  HISTORY     - 1963     MONUMENTED       CGS
 NQ0486
 NQ0486                          STATION DESCRIPTION
 NQ0486
 NQ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0486'THE STATION IS LOCATED ON A PROMINENT RIDGE ABOUT 1/2 MILE
 NQ0486'NORTH OF FORT LARAMIE AT THE SITE OF THE FORT LARAMIE MUNICIPAL
 NQ0486'WATER TANK, IN THE SW 1/4 OF SECTION 14 T28N R64W.
 NQ0486'
 NQ0486'TO REACH THE STATION FROM THE POST OFFICE IN FORT LARAMIE GO
 NQ0486'NORTH ON U.S. HIGHWAY 26 FOR 0.25 MILE TO GRAVELED CROSS STREETS
 NQ0486'AT THE SOUTHEAST CORNER OF A SCHOOL YARD AND THE AZIMUTH MARK ON
 NQ0486'THE LEFT IN THE SOUTHWEST ANGLE OF THE INTERSECTION, CONTINUE
 NQ0486'NORTH ON HIGHWAY 26 FOR 0.05 MILE TO FORKS WHERE HIGHWAY 26 TURNS
 NQ0486'WEST.  CONTINUE STRAIGHT AHEAD NORTH, ON MACADAM ROAD FOR
 NQ0486'0.35 MILE TO TOP OF RIDGE AND STATION ON THE RIGHT.
 NQ0486'
 NQ0486'THE STATION MARK IS A STANDARD DISK STAMPED FORT 1963 SET IN
 NQ0486'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 NQ0486'INCHES.  IT IS 28 FEET SOUTH-SOUTHEAST OF THE WATER TANK AND 5.2
 NQ0486'FEET EAST-NORTHEAST OF A WITNESS POST.
 NQ0486'
 NQ0486'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FORT NO 1 1963 SET
 NQ0486'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NQ0486'2 INCHES.  IT IS 29.5 FEET EAST-NORTHEAST OF THE WITNESS POST
 NQ0486'AND 33 FEET SOUTHEAST OF THE WATER TANK.
 NQ0486'
 NQ0486'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FORT NO 2 1963
 NQ0486'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 NQ0486'FOUNDATION OF THE WATER TANK.
 NQ0486'
 NQ0486'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FORT 1963 CEMENTED
 NQ0486'IN A DRILL HOLE IN A SIDEWALK.  IT IS 34 FEET WEST OF THE CENTER
 NQ0486'OF U.S. HIGHWAY 26 AND 25 FEET SOUTH OF THE CENTER OF A GRAVELED
 NQ0486'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0798 ***********************************************************************
 MR0798  DESIGNATION -  FORT BRIDGE AIRPORT BEACON
 MR0798  PID         -  MR0798
 MR0798  STATE/COUNTY-  WY/UINTA
 MR0798  USGS QUAD   -  CARTER (1964)
 MR0798
 MR0798                         *CURRENT SURVEY CONTROL
 MR0798  ___________________________________________________________________
 MR0798* NAD 83(1993)-  41 23 52.16315(N)    110 23 50.72466(W)     ADJUSTED  
 MR0798* NAVD 88     -                                                        
 MR0798  ___________________________________________________________________
 MR0798  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 MR0798  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 MR0798
 MR0798  HORZ ORDER  -  THIRD
 MR0798
 MR0798.This mark is at Fort Bridger Airport (FBR)
 MR0798
 MR0798.The horizontal coordinates were established by classical geodetic methods
 MR0798.and adjusted by the National Geodetic Survey in January 1997..
 MR0798
 MR0798
 MR0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0798
 MR0798.The geoid height was determined by GEOID03.
 MR0798
 MR0798;                    North         East     Units Scale Factor Converg.
 MR0798;SPC WY W     -   199,747.255   773,735.119   MT  0.99994599   -0 12 27.7
 MR0798;UTM  12      - 4,583,095.893   550,371.791   MT  0.99963123   +0 23 54.5
 MR0798
 MR0798                          SUPERSEDED SURVEY CONTROL
 MR0798
 MR0798  NAD 83(1986)-  41 23 52.15031(N)    110 23 50.71650(W) AD(       ) 4
 MR0798  NAD 27      -  41 23 52.33100(N)    110 23 48.14400(W) AD(       ) 3
 MR0798
 MR0798.Superseded values are not recommended for survey control.
 MR0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0798.See file dsdata.txt to determine how the superseded data were derived.
 MR0798
 MR0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5037283096(NAD 83)
 MR0798_MARKER: 21 = AIRPORT BEACON
 MR0798
 MR0798  HISTORY     - Date     Condition        Report By
 MR0798  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0798
 MR0798                          STATION DESCRIPTION
 MR0798
 MR0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0798'STATION IS ON A FLAT TOPPED MESA AND NEAR THE FAA BUILDINGS AND
 MR0798'LANDING STRIP.  IT IS ABOUT 3 MILES SOUTHEAST OF CARTER, 5-3/4
 MR0798'MILES NORTH OF FORT BRIDGER AND 7-1/2 MILES NORTHWEST OF LYMAN.
 MR0798'
 MR0798'THE STATION IS THE DETERMINED CENTER OF THE BEACON.  IT IS A FOUR
 MR0798'LEGGED STEEL TOWER AND ALTERNATE SECTIONS ARE PAINTED RED AND
 MR0798'WHITE.  IT IS 51 FEET HIGH.
 MR0798'
 MR0798'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FORT
 MR0798'BRIDGER, THE DISTANCE BEING 338.72 FEET OR (103.241) METERS
 MR0798'NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0799 ***********************************************************************
 MR0799  CBN         -  This is a Cooperative Base Network Control Station.
 MR0799  DESIGNATION -  FORT BRIDGER
 MR0799  PID         -  MR0799
 MR0799  STATE/COUNTY-  WY/UINTA
 MR0799  USGS QUAD   -  CARTER (1964)
 MR0799
 MR0799                         *CURRENT SURVEY CONTROL
 MR0799  ___________________________________________________________________
 MR0799* NAD 83(1993)-  41 23 53.50375(N)    110 23 46.65270(W)     ADJUSTED  
 MR0799* NAVD 88     -      2135.0    (meters)    7005.     (feet)  GPS OBS   
 MR0799  ___________________________________________________________________
 MR0799  X           -  -1,670,433.650 (meters)                     COMP
 MR0799  Y           -  -4,492,550.517 (meters)                     COMP
 MR0799  Z           -   4,197,099.624 (meters)                     COMP
 MR0799  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 MR0799  ELLIP HEIGHT-        2120.43  (meters)          (09/07/01) GPS OBS
 MR0799  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 MR0799
 MR0799  HORZ ORDER  -  B
 MR0799  ELLP ORDER  -  FOURTH    CLASS I
 MR0799
 MR0799.This mark is at Fort Bridger Airport (FBR)
 MR0799
 MR0799.The horizontal coordinates were established by GPS observations
 MR0799.and adjusted by the National Geodetic Survey in October 1994..
 MR0799
 MR0799.The orthometric height was determined by GPS observations and a
 MR0799.high-resolution geoid model.
 MR0799
 MR0799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0799
 MR0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0799
 MR0799.The ellipsoidal height was determined by GPS observations
 MR0799.and is referenced to NAD 83.
 MR0799
 MR0799.The geoid height was determined by GEOID03.
 MR0799
 MR0799;                    North         East     Units Scale Factor Converg.
 MR0799;SPC WY W     -   199,788.268   773,829.853   MT  0.99994593   -0 12 25.0
 MR0799;UTM  12      - 4,583,137.893   550,466.057   MT  0.99963134   +0 23 57.2
 MR0799
 MR0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0799!SPC WY W     -   0.99966752  x   0.99994593  =   0.99961346
 MR0799!UTM  12      -   0.99966752  x   0.99963134  =   0.99929898
 MR0799
 MR0799:                Primary Azimuth Mark                     Grid Az
 MR0799:SPC WY W     -  RNG FORT BRIDGER FBR                     083 12 02.0
 MR0799:UTM  12      -  RNG FORT BRIDGER FBR                     082 35 39.8
 MR0799
 MR0799|---------------------------------------------------------------------|
 MR0799| PID    Reference Object                     Distance      Geod. Az  |
 MR0799|                                                           dddmmss.s |
 MR0799| MR0787 RNG FORT BRIDGER FBR                APPROX. 2.7 KM 0825937.0 |
 MR0799| MR0774 MICROWAVE REL TWR SSW GRANGER       APPROX.26.1 KM 0863019.7 |
 MR0799| MR0067 J 135                               APPROX. 0.6 KM 0870919.0 |
 MR0799| MR0775 MOUNTAIN FUEL UNITA PLT E STK       APPROX.25.8 KM 0901304.7 |
 MR0799| MR0791 LYMAN MUNICIPAL TANK                APPROX.11.6 KM 1350013.2 |
 MR0799| CP5378 FORT BRIDGER RM 1                                  14542     |
 MR0799| MR0798 FORT BRIDGE AIRPORT BEACON          103.237 METERS 24623     |
 MR0799| MR0068 K 135                               103.321 METERS 24624     |
 MR0799|---------------------------------------------------------------------|
 MR0799
 MR0799                          SUPERSEDED SURVEY CONTROL
 MR0799
 MR0799  ELLIP H (10/19/94) 2120.44   (m)                       GP(       ) 4 1
 MR0799  NAD 83(1986)-  41 23 53.49073(N)    110 23 46.64428(W) AD(       ) 1
 MR0799  NAD 27      -  41 23 53.66950(N)    110 23 44.07050(W) AD(       ) 1
 MR0799  NGVD 29 (01/15/93) 2133.5    (m)         7000.     (f) GPS OBS        
 MR0799
 MR0799.Superseded values are not recommended for survey control.
 MR0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0799.See file dsdata.txt to determine how the superseded data were derived.
 MR0799
 MR0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5046683138(NAD 83)
 MR0799_MARKER: DS = TRIANGULATION STATION DISK
 MR0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0799_SP_SET: CONCRETE POST
 MR0799_STAMPING: FORT BRIDGER 1962
 MR0799_MARK LOGO: CGS   
 MR0799_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0799+STABILITY: SURFACE MOTION
 MR0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0799+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1993
 MR0799
 MR0799  HISTORY     - Date     Condition        Report By
 MR0799  HISTORY     - 1962     MONUMENTED       CGS
 MR0799  HISTORY     - 1962     GOOD             CGS
 MR0799  HISTORY     - 19920911 GOOD             NGS
 MR0799  HISTORY     - 19930723 GOOD             NGS
 MR0799
 MR0799                          STATION DESCRIPTION
 MR0799
 MR0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0799'STATION IS ON A FLAT TOPPED MESA AND NEAR THE FAA BUILDINGS AND
 MR0799'LANDING STRIP.  IT IS ABOUT 3 MILES SOUTHEAST OF CARTER, 5-3/4
 MR0799'MILES NORTH OF FORT BRIDGER AND 7-1/2 MILES NORTHWEST OF LYMAN.
 MR0799'
 MR0799'TO REACH FROM THE RAILROAD DEPOT IN CARTER.  GO SOUTH AND
 MR0799'SOUTHEAST ON WYOMING 2103 SECONDARY HIGHWAY FOR 3.7 MILES TO A
 MR0799'SIDE ROAD RIGHT AT SIGN FAA AIRPORT.  TURN RIGHT, WEST ON
 MR0799'GRAVELED ROAD FOR 1.0 MILE TO BENCH MARK J 135 ON THE RIGHT.
 MR0799'CONTINUE AHEAD, WEST ON GRAVELED ROAD FOR 0.35 MILE TO THE
 MR0799'STATION ON THE RIGHT.
 MR0799'
 MR0799'STATION MARK IS A STANDARD DISK, STAMPED FORT BRIDGER 1962,
 MR0799'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0799'2 INCHES.  IT IS 197 FEET EAST OF THE SOUTHEAST CORNER OF A
 MR0799'BUILDING, 178 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 MR0799'ROAD AND 6 FEET NORTH-NORTHEAST OF A WITNESS POST.
 MR0799'
 MR0799'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FORT BRIDGER NO 1
 MR0799'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0799'4 INCHES.  IT IS 242 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MR0799'THE BUILDING AND 81 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 MR0799'ROAD.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 MR0799'
 MR0799'BENCH MARK K 135 IS A STANDARD DISK, STAMPED K 135 1958,
 MR0799'SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST PROJECTING 3
 MR0799'INCHES.  IT IS SET IN THE DETERMINED CENTER OF THE BASE OF THE
 MR0799'AIRPORT BEACON, FORT BRIDGER AIRPORT.
 MR0799'
 MR0799'BENCH MARK J 135 IS A STANDARD DISK, STAMPED J 135 1958, SET
 MR0799'IN THE TOP OF A 10 INCH ROUND CONCRETE POST PROJECTING 8 INCHES.
 MR0799'IT IS 59 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 MR0799'39 FEET EAST OF THE CENTERLINE OF A TRACK ROAD AND 2.1 FEET
 MR0799'SOUTH OF A WITNESS POST.
 MR0799
 MR0799                          STATION RECOVERY (1962)
 MR0799
 MR0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MR0799'RECOVERED IN GOOD CONDITION.
 MR0799
 MR0799                          STATION RECOVERY (1992)
 MR0799
 MR0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MR0799'STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTHEAST OF FORT BRIDGER, 5 KM
 MR0799'(3.1 MI) SOUTH OF CARTER, JUST OUTSIDE OF THE ENTRANCE OF THE FORT
 MR0799'BRIDGER AIRPORT, ON A FLAT GRASSY HILL.  OWNERSHIP--UNKNOWN.
 MR0799'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 MR0799'AND STATE HIGHWAYS 412 AND 414 (EXIT 39), BETWEEN LYMAN AND FORT
 MR0799'BRIDGER, GO NORTH ON HIGHWAY 412 FOR 5.90 KM (3.67 MI) TO A GRAVEL
 MR0799'ROAD LEFT AT TOP OF GRADE.  TURN LEFT, WESTERLY, ON ROAD FOR 1.63 KM
 MR0799'(1.01 MI) TO A TRACK CROSSROAD AND STATION J 135 ON THE RIGHT.
 MR0799'CONTINUE WEST FOR 0.60 KM (0.37 MI) TO THE STATION ON THE RIGHT JUST
 MR0799'BEFORE REACHING A CATTLE GAURD.
 MR0799'STATION MARK IS SET IN THE TOP OF A 35 CM SQUARE CONCRETE POST
 MR0799'PROJECTING 10 CM ABOVE GROUND.  IT IS 49.7 M (163.1 FT) NORTH FROM
 MR0799'THE TRACK ROAD, 48.9 M (160.4 FT) NORTHEAST FROM THE NORTHEAST OF THE
 MR0799'CATTLE GAURD, 31.4 M (103.0 FT) EAST FROM THE AIRPORT PERIMETER
 MR0799'FENCE, 0.4 M (1.3 FT) WEST FROM A FIBERGLASS WITNESS POST, 1.9 M
 MR0799'(6.2 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST, AND 7.7 M
 MR0799'(25.3 FT) EAST FROM A TRACK ROAD CENTER.
 MR0799
 MR0799                          STATION RECOVERY (1993)
 MR0799
 MR0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MR0799'STATION MARK, REFERENCE MARK 1, K 135 (REFERENCE MARK) AND J 135
 MR0799'(AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION. STATION IS LOCATED
 MR0799'ABOUT 8 KM (4.95 MI) NORTHEAST OF FORT BRIDGER, 5 KM (3.10 MI) SOUTH
 MR0799'OF CARTER, JUST OUTSIDE THE ENTRANCE TO THE FORT BRIDGER AIRPORT, NEAR
 MR0799'THE EDGE OF WEST CENTRAL SECTION 5, T 16 N, R 115 W.  OWNERSHIP--US
 MR0799'BUREAU OF LAND MANAGEMENT. TO REACH FROM THE UNDERPASS AT THE JUNCTION
 MR0799'OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAYS 412 AND 414 (EXIT 39),
 MR0799'BETWEEN LYMAN AND FORT BRIDGER, GO NORTH ON HIGHWAY 412 FOR 5.90 KM
 MR0799'(3.65 MI) TO A GRADED ROAD LEFT AT TOP OF GRADE.  TURN LEFT, WESTERLY,
 MR0799'ON ROAD FOR 1.63 KM (1.00 MI) TO A TRACK CROSSROAD AND J 135 ON THE
 MR0799'RIGHT.  CONTINUE WEST FOR 0.60 KM (0.35 MI) TO THE STATION ON THE
 MR0799'RIGHT JUST BEFORE REACHING A CATTLE GUARD. STATION MARK IS SET IN THE
 MR0799'TOP OF A 35-CM SQUARE CONCRETE POST PROJECTING 10 CM ABOVE GROUND.  IT
 MR0799'IS 49.7 M (163.1 FT) NORTH OF THE GRADED ROAD, 48.9 M (160.4 FT)
 MR0799'NORTHEAST OF THE NORTHEAST CORNER OF THE CATTLE GUARD, 31.4 M (103.0
 MR0799'FT) EAST OF THE AIRPORT PERIMETER FENCE, 0.4 M (1.3 FT) WEST OF A
 MR0799'FIBERGLASS WITNESS POST, 1.9 M (6.2 FT) NORTH-NORTHEAST OF A METAL
 MR0799'WITNESS POST, AND 7.7 M (25.3 FT) EAST OF A TRACK ROAD CENTER.
 MR0799'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1076 ***********************************************************************
 MO1076  DESIGNATION -  FORT D A RUSSELL WATER TANK
 MO1076  PID         -  MO1076
 MO1076  STATE/COUNTY-  WY/LARAMIE
 MO1076  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO1076
 MO1076                         *CURRENT SURVEY CONTROL
 MO1076  ___________________________________________________________________
 MO1076* NAD 83(1993)-  41 09 23.19350(N)    104 52 14.82973(W)     ADJUSTED  
 MO1076* NAVD 88     -                                                        
 MO1076  ___________________________________________________________________
 MO1076  LAPLACE CORR-         -11.35  (seconds)                    DEFLEC99
 MO1076  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 MO1076
 MO1076  HORZ ORDER  -  THIRD
 MO1076
 MO1076.The horizontal coordinates were established by classical geodetic methods
 MO1076.and adjusted by the National Geodetic Survey in January 1997..
 MO1076
 MO1076
 MO1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1076
 MO1076.The geoid height was determined by GEOID03.
 MO1076
 MO1076;                    North         East     Units Scale Factor Converg.
 MO1076;SPC WY E     -    72,935.986   224,833.481   MT  0.99994509   +0 11 41.0
 MO1076;UTM  13      - 4,556,131.961   510,841.358   MT  0.99960145   +0 05 06.1
 MO1076
 MO1076                          SUPERSEDED SURVEY CONTROL
 MO1076
 MO1076  NAD 83(1986)-  41 09 23.17742(N)    104 52 14.82201(W) AD(       ) 4
 MO1076  NAD 27      -  41 09 23.24600(N)    104 52 12.93400(W) AD(       ) 3
 MO1076
 MO1076.Superseded values are not recommended for survey control.
 MO1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1076.See file dsdata.txt to determine how the superseded data were derived.
 MO1076
 MO1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1084156132(NAD 83)
 MO1076_MARKER: 51 = TANK
 MO1076
 MO1076  HISTORY     - Date     Condition        Report By
 MO1076  HISTORY     - 1912     FIRST OBSERVED   CGS
 MO1076  HISTORY     - 1942     SEE DESCRIPTION  CGS
 MO1076
 MO1076                          STATION DESCRIPTION
 MO1076
 MO1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (NBA)
 MO1076'THIS TANK WAS REMOVED IN 1932.  A UNITED STATES ARMY TT MARKER
 MO1076'HAS BEEN SET DIRECTLY UNDERNEATH WHERE THE TANK WAS LOCATED.
 MO1076'THE STATION DISK IS SET IN A CONCRETE BASE ABOUT 6 IN ABOVE THE
 MO1076'GROUND.  IT IS AT THE NORTHWEST END OF FORT WARREN, 76 FT
 MO1076'NORTHEAST OF THE CENTER OF THE C. AND S. TRACKS, AND 233 FT
 MO1076'SOUTHEAST OF AN UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0629 ***********************************************************************
 NT0629  DESIGNATION -  FORT HILL
 NT0629  PID         -  NT0629
 NT0629  STATE/COUNTY-  WY/LINCOLN
 NT0629  USGS QUAD   -  FORT HILL (1985)
 NT0629
 NT0629                         *CURRENT SURVEY CONTROL
 NT0629  ___________________________________________________________________
 NT0629* NAD 83(1993)-  42 10 03.20300(N)    110 26 58.14029(W)     ADJUSTED  
 NT0629* NAVD 88     -      2687.6    (meters)    8818.     (feet)  VERTCON   
 NT0629  ___________________________________________________________________
 NT0629  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 NT0629  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 NT0629
 NT0629  HORZ ORDER  -  SECOND
 NT0629
 NT0629.The horizontal coordinates were established by classical geodetic methods
 NT0629.and adjusted by the National Geodetic Survey in January 1997..
 NT0629
 NT0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0629
 NT0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0629
 NT0629.The geoid height was determined by GEOID03.
 NT0629
 NT0629;                    North         East     Units Scale Factor Converg.
 NT0629;SPC WY W     -   285,252.759   769,745.770   MT  0.99994876   -0 14 44.9
 NT0629;UTM  12      - 4,668,526.745   545,472.742   MT  0.99962544   +0 22 10.4
 NT0629
 NT0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0629!SPC WY W     -   0.99958066  x   0.99994876  =   0.99952944
 NT0629!UTM  12      -   0.99958066  x   0.99962544  =   0.99920626
 NT0629
 NT0629|---------------------------------------------------------------------|
 NT0629| PID    Reference Object                     Distance      Geod. Az  |
 NT0629|                                                           dddmmss.s |
 NT0629| CP5379 FORT HILL RM                          3.200 METERS 01403     |
 NT0629| NT0633 HOGBACK RIDGE MICROWAVE TOWER       APPROX.20.5 KM 0312232.8 |
 NT0629| CP5380 FORT HILL RM 1                       17.102 METERS 11019     |
 NT0629|---------------------------------------------------------------------|
 NT0629
 NT0629                          SUPERSEDED SURVEY CONTROL
 NT0629
 NT0629  NAD 83(1993)-  42 10 03.19913(N)    110 26 58.14035(W) AD(       ) 2
 NT0629  NAD 83(1986)-  42 10 03.19222(N)    110 26 58.13518(W) AD(       ) 2
 NT0629  NAD 27      -  42 10 03.41080(N)    110 26 55.53210(W) AD(       ) 2
 NT0629  NGVD 29 (07/19/86) 2686.1    (m)         8813.     (f) VERT ANG       
 NT0629
 NT0629.Superseded values are not recommended for survey control.
 NT0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0629.See file dsdata.txt to determine how the superseded data were derived.
 NT0629
 NT0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4547368527(NAD 83)
 NT0629_MARKER: DB = BENCH MARK DISK
 NT0629_SETTING: 66 = SET IN ROCK OUTCROP
 NT0629
 NT0629  HISTORY     - Date     Condition        Report By
 NT0629  HISTORY     - 1962     MONUMENTED       USGS
 NT0629  HISTORY     - 1967     GOOD             USGS
 NT0629
 NT0629                          STATION DESCRIPTION
 NT0629
 NT0629'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 NT0629'THE STATION IS LOCATED ON A SHARP PEAK THAT SLOPES OFF TO THE
 NT0629'EAST AND IS LOCALLY KNOWN AS FORT HILL.  IT IS 13-1/4 MILES
 NT0629'WEST OF U.S. HIGHWAY 189, 14-1/2 MILES SOUTHWEST OF LA BARGE AND
 NT0629'26-1/2 MILES NORTH OF KEMMERER.
 NT0629'
 NT0629'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30N AND
 NT0629'189 IN THE NORTH PART OF KEMMERER GO NORTHERLY ON U.S. HIGHWAY
 NT0629'189 FOR 6.9 MILES TO THE WILLOW SPRINGS SERVICE STATION AND
 NT0629'TAVERN ON THE LEFT.  CONTINUE AHEAD ON THE HIGHWAY NORTHEASTERLY
 NT0629'FOR 13.0 MILES TO A GRADED ROAD LEADING SHARP RIGHT AT A SIGN
 NT0629'OPAL 13.  CONTINUE AHEAD NORTHEASTERLY ON THE HIGHWAY FOR
 NT0629'12.2 MILES TO A PAVED SIDE ROAD LEFT JUST AFTER CROSSING
 NT0629'A BRIDGE.  TURN LEFT AND FOLLOW THE PAVED ROAD WESTERLY FOR
 NT0629'11.8 MILES TO A FORK AT THE END OF THE PAVED ROAD.  TAKE THE
 NT0629'RIGHT FORK, CROSSING A CATTLE GUARD, AND GO 0.35 MILE TO THE
 NT0629'SECOND BRIDGE OVER A CREEK.  CONTINUE AHEAD FOR 0.2 MILE,
 NT0629'TAKE THE RIGHT FORK EAST (THIS IS JUST EAST OF SOME RANCH
 NT0629'BUILDINGS) FOR 0.1 MILE TO A GATE AND CATTLE GUARD.
 NT0629'PASS THROUGH AND FOLLOW THE MAIN ROAD EAST AND NORTH UP
 NT0629'A LANE FOR 0.35 MILE TO A CATTLE GUARD.  PASS OVER
 NT0629'CATTLE GUARD AND AN IRRIGATION DITCH AND TURN LEFT FOLLOWING
 NT0629'THE MAIN ROAD NORTHWESTERLY FOR 2.2 MILES TO A FORK.
 NT0629'TAKE THE LEFT FORK GOING NORTHWESTERLY FOR 0.55 MILE TO A
 NT0629'SMALL CULVERT AND CREEK.  CONTINUE AHEAD FOR 3.0 MILES TO A
 NT0629'SIDE ROAD LEFT LEADING TO A EARTH DAM.  CONTINUE AHEAD ON
 NT0629'THE MAIN ROAD FOR 0.2 MILE TO A TRACK SIDE ROAD RIGHT (THIS
 NT0629'IS 0.05 MILE BEFORE REACHING THE TOP OF THE RIDGE AND TR 63
 NT0629'(USGS) ON THE LEFT THAT WAS USED FOR AN AZIMUTH).  TURN
 NT0629'RIGHT AND FOLLOW A TRACK ROAD UP ONTO THE STATION RIDGE FOR
 NT0629'1.0 MILE.  HERE TURN LEFT ALONG ROCKY RIDGE ON VERY DIM
 NT0629'TRACK ROAD FOR 0.6 MILE TO THE HIGHEST POINT AND THE STATION.
 NT0629'
 NT0629'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 NT0629'STAMPED FORT HILL 1944, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 NT0629'BEDROCK PROJECTING 2 INCHES.  IT IS 30 FEET SOUTHWEST OF THE
 NT0629'HIGHEST POINT.  THERE ARE SOME TREES ON THE NORTH SIDE OF THE
 NT0629'STATION HILL.  THE MARK IS 6 FEET SOUTH OF A WITNESS POST.
 NT0629'
 NT0629'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FORT HILL USGS
 NT0629'NO 1 1962, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 NT0629'PROJECTING 4 INCHES.  IT IS 5 FEET LOWER THAN THE STATION MARK.
 NT0629'
 NT0629'REFERENCE MARK A U.S. GEOLOGICAL SURVEY DISK, NOT STAMPED,
 NT0629'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 NT0629'2 INCHES.  IT IS THE SAME ELEVATION AS THE STATION MARK.
 NT0629'
 NT0629'TR 63 (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 NT0629'STAMPED TR 63 1934 8131, SET IN THE TOP OF AN 8 INCH SQUARE
 NT0629'CONCRETE POST PROJECTING 1 FOOT.  IT IS 1.8 FEET WEST OF A
 NT0629'WITNESS POST AND 22.5 FEET SOUTHWEST OF THE CENTER OF THE
 NT0629'ROAD.  THE MARK WAS USED AS AN AZIMUTH.
 NT0629
 NT0629                          STATION RECOVERY (1967)
 NT0629
 NT0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0428 ***********************************************************************
 NR0428  DESIGNATION -  FORT RIDGE
 NR0428  PID         -  NR0428
 NR0428  STATE/COUNTY-  WY/NATRONA
 NR0428  USGS QUAD   -  FORT RIDGE (1981)
 NR0428
 NR0428                         *CURRENT SURVEY CONTROL
 NR0428  ___________________________________________________________________
 NR0428* NAD 83(1993)-  42 27 10.84362(N)    107 07 10.82704(W)     ADJUSTED  
 NR0428* NAVD 88     -      2214.4    (meters)    7265.     (feet)  VERTCON   
 NR0428  ___________________________________________________________________
 NR0428  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 NR0428  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 NR0428
 NR0428  HORZ ORDER  -  THIRD
 NR0428
 NR0428.The horizontal coordinates were established by classical geodetic methods
 NR0428.and adjusted by the National Geodetic Survey in January 1997..
 NR0428
 NR0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0428
 NR0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0428
 NR0428.The geoid height was determined by GEOID03.
 NR0428
 NR0428;                    North         East     Units Scale Factor Converg.
 NR0428;SPC WYEC     -   316,916.227   417,574.620   MT  0.99994130   +0 08 39.2
 NR0428;UTM  13      - 4,702,252.395   325,700.625   MT  0.99997380   -1 25 52.0
 NR0428
 NR0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0428!SPC WYEC     -   0.99965476  x   0.99994130  =   0.99959608
 NR0428!UTM  13      -   0.99965476  x   0.99997380  =   0.99962857
 NR0428
 NR0428:                Primary Azimuth Mark                     Grid Az
 NR0428:SPC WYEC     -  GALE                                     165 48 26.7
 NR0428:UTM  13      -  GALE                                     167 22 57.9
 NR0428
 NR0428|---------------------------------------------------------------------|
 NR0428| PID    Reference Object                     Distance      Geod. Az  |
 NR0428|                                                           dddmmss.s |
 NR0428| NR0431 GALE                                APPROX.11.1 KM 1655705.9 |
 NR0428|---------------------------------------------------------------------|
 NR0428
 NR0428                          SUPERSEDED SURVEY CONTROL
 NR0428
 NR0428  NAD 83(1986)-  42 27 10.83115(N)    107 07 10.81670(W) AD(       ) 3
 NR0428  NAD 27      -  42 27 10.97916(N)    107 07 08.61855(W) AD(       ) 3
 NR0428  NGVD 29 (07/19/86) 2213.4    (m)         7262.     (f) VERT ANG       
 NR0428
 NR0428.Superseded values are not recommended for survey control.
 NR0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0428.See file dsdata.txt to determine how the superseded data were derived.
 NR0428
 NR0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH2570102252(NAD 83)
 NR0428_MARKER: DD = SURVEY DISK
 NR0428_SETTING: 66 = SET IN ROCK OUTCROP
 NR0428_SP_SET: SET IN ROCK OUTCROP
 NR0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0428+STABILITY: POSITION/ELEVATION WELL
 NR0428
 NR0428  HISTORY     - Date     Condition        Report By
 NR0428  HISTORY     - 1948     MONUMENTED       USGS
 NR0428
 NR0428                          STATION DESCRIPTION
 NR0428
 NR0428'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0428'STATION LOCATED ON LIGHT COLORED ROCK KNOB JUST E. OF ACTUAL HIGH
 NR0428'POINT OF RANGE OF HILLS KNOWN AS FORT RIDGE.  STATION IS ABOUT 3.5 MI.
 NR0428'NW. OF SINCLAIR PUMP STATION NO. 8, AND ABOUT 2.0 MI. S. OF
 NR0428'INDEPENDENCE ROCK.
 NR0428'
 NR0428'TO REACH FROM ALCOVA POST OFFICE, GO W. AND SW. ON STATE HIGHWAY 220
 NR0428'FOR 25.6 MI. TO BRIDGE OVER SWEETWATER RIVER JUST AFTER PASSING
 NR0428'INDEPENDENCE ROCK, CONTINUE ON 0.2 MI. TO GATE IN FENCE ON LEFT (E.)
 NR0428'SIDE OF HIGHWAY, GO THRU GATE AND CONTINUE 200 FT. TO ANOTHER GATE,
 NR0428'GO THRU AND CONTINUE SE. ON DIM TRACKS FOR 0.1 MI. TO FORK, TAKE
 NR0428'RIGHT (SE.) FORK FOR 1.1 MI. TO GATE AND FORK, CONTINUE THRU AND
 NR0428'TAKE RIGHT FORK SE. FOR 1.3 MI. TO END OF TRACKS, CONTINUE SE. 0.2
 NR0428'MI. TO END OF TRUCK TRAVEL.  GO S., ABOUT 45 MIN. PACK, TO TOP AND
 NR0428'STATION.
 NR0428'
 NR0428'STATION MARK--STANDARD TABLET STAMPED ---FORT RIDGE 1948---, STAMPED
 NR0428'---7262---, AND SET IN SOLID ROCK ON HIGHEST PART OF KNOB.
 NR0428'
 NR0428'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN SOLID ROCK AND
 NR0428'STAMPED ---FORT RIDGE NO. 1 1948---, AND BEING 15.85 FT. E. OF STATION
 NR0428'MARK, S 88 DEG 40 MIN W.
 NR0428'
 NR0428'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN SOLID ROCK AND
 NR0428'STAMPED ---FORT RIDGE NO. 2 1948---, AND BEING 16.90 FT. SW. OF
 NR0428'STATION MARK, N 18 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0289 ***********************************************************************
 OW0289  DESIGNATION -  FORT WASHAKIE
 OW0289  PID         -  OW0289
 OW0289  STATE/COUNTY-  WY/FREMONT
 OW0289  USGS QUAD   -  FORT WASHAKIE (1978)
 OW0289
 OW0289                         *CURRENT SURVEY CONTROL
 OW0289  ___________________________________________________________________
 OW0289* NAD 83(1993)-  43 00 12.59532(N)    108 52 52.36093(W)     ADJUSTED  
 OW0289* NAVD 88     -      1698.32   (+/-2cm)    5571.9    (feet)  VERTCON   
 OW0289  ___________________________________________________________________
 OW0289  LAPLACE CORR-         -18.30  (seconds)                    DEFLEC99
 OW0289  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 OW0289
 OW0289  HORZ ORDER  -  THIRD
 OW0289  VERT ORDER  -  THIRD ? (See Below)
 OW0289
 OW0289.The horizontal coordinates were established by classical geodetic methods
 OW0289.and adjusted by the National Geodetic Survey in January 1997..
 OW0289
 OW0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0289.The vertical order pertains to the NGVD 29 superseded value.
 OW0289
 OW0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0289
 OW0289.The geoid height was determined by GEOID03.
 OW0289
 OW0289;                    North         East     Units Scale Factor Converg.
 OW0289;SPC WYWC     -   278,050.789   589,302.173   MT  0.99993891   -0 05 22.2
 OW0289;UTM  12      - 4,763,381.643   672,691.978   MT  0.99996689   +1 26 43.7
 OW0289
 OW0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0289!SPC WYWC     -   0.99973553  x   0.99993891  =   0.99967446
 OW0289!UTM  12      -   0.99973553  x   0.99996689  =   0.99970243
 OW0289
 OW0289|---------------------------------------------------------------------|
 OW0289| PID    Reference Object                     Distance      Geod. Az  |
 OW0289|                                                           dddmmss.s |
 OW0289| CP5383 FORT WASHAKIE RM 1                   13.730 METERS 12111     |
 OW0289| CP5381 FORT WASHAKIE AZ MK                                2105502.8 |
 OW0289| CP5384 FORT WASHAKIE RM 2                   10.384 METERS 22045     |
 OW0289|---------------------------------------------------------------------|
 OW0289
 OW0289                          SUPERSEDED SURVEY CONTROL
 OW0289
 OW0289  NAD 83(1986)-  43 00 12.57941(N)    108 52 52.36345(W) AD(       ) 3
 OW0289  NAD 27      -  43 00 12.73800(N)    108 52 49.92500(W) AD(       ) 3
 OW0289  NGVD 29 (07/19/86) 1697.30   (m)         5568.6    (f) LEVELING    3  
 OW0289
 OW0289.Superseded values are not recommended for survey control.
 OW0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0289.See file dsdata.txt to determine how the superseded data were derived.
 OW0289
 OW0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7269263382(NAD 83)
 OW0289_MARKER: DS = TRIANGULATION STATION DISK
 OW0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0289
 OW0289  HISTORY     - Date     Condition        Report By
 OW0289  HISTORY     - 1936     MONUMENTED       CGS
 OW0289  HISTORY     - 1948     GOOD             USGS
 OW0289  HISTORY     - 1972     GOOD             LOCSUR
 OW0289  HISTORY     - 1974     GOOD             LOCSUR
 OW0289  HISTORY     - 1975     GOOD             NGS
 OW0289
 OW0289                          STATION DESCRIPTION
 OW0289
 OW0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0289'IN SOUTH PART OF VILLAGE OF FORT WASHAKIE, 0.2 MILE SOUTH FROM
 OW0289'INDIAN AGENCY, AT PROMINENT ROAD INTERSECTION, 49.1 METERS (161
 OW0289'FEET) WEST OF CENTER LINE OF STATE HIGHWAY 287, 7.5 METERS (25
 OW0289'FEET) NORTHWEST OF CENTER LINE OF GRADED ROAD, 12.0 METERS (39
 OW0289'FEET) SOUTH OF CENTER LINE OF GRAVEL ROAD, ABOUT 15 METERS (49
 OW0289'FEET) NORTHWEST OF IRRIGATION DITCH WHICH RUNS ALONG SOUTHEAST
 OW0289'SIDE OF GRADED ROAD SOUTH OF STATION, AND IN TELEPHONE LINE,
 OW0289'4.2 METERS (14 FEET) WEST OF TELEPHONE POLE NO. 621.  TO REACH
 OW0289'FROM FORT WASHAKIE, FOLLOW HIGHWAY 287 SOUTH FROM INDIAN
 OW0289'AGENCY 0.2 MILE TO POINT WHERE FOUR ROADS FAN OFF TO
 OW0289'SOUTHWEST AT SIGN SACAJAWEA GRAVE 2-1/2 MILES AND STATION
 OW0289'ON RIGHT.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 OW0289'DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 OW0289'MARKS ARE STANDARD DISKS IN CONCRETE.  NO. 1 IS
 OW0289'BETWEEN IRRIGATION DITCH AND GRADED ROAD, 6.2 METERS (20
 OW0289'FEET) SOUTHEAST OF CENTER LINE OF GRADED ROAD, AND 13.730
 OW0289'METERS (45.05 FEET) SOUTHEAST OF STATION S 58 DEG 50 MIN E.
 OW0289'NO. 2 IS 8.0 METERS (26 FEET) NORTHWEST OF CENTER
 OW0289'LINE OF GRADED ROAD, 17.8 METERS (58 FEET) SOUTH OF CENTER
 OW0289'LINE OF GRAVEL ROAD, IN TELEPHONE LINE, AND 10.384 METERS
 OW0289'(34.07 FEET) SOUTHWEST FROM STATION S 40 DEG 45 MIN W.
 OW0289'AZIMUTH MARK IS ABOUT 75 YARDS SOUTH OF CURVE IN GRADED
 OW0289'ROAD, ABOUT 10 METERS (33 FEET) WEST OF CENTER LINE OF ROAD,
 OW0289'IN TELEPHONE LINE, ABOUT 4 METERS (13 FEET) SOUTH OF
 OW0289'TELEPHONE POLE THAT STANDS IN V OF ROAD FORK WHERE TWO ROADS GO
 OW0289'WEST FROM MAIN GRADED ROAD, AND APPROXIMATELY 0.3 MILE SOUTHWEST
 OW0289'FROM STATION S 30 DEG 55 MIN W.  BEARING FROM STATION
 OW0289'TO FORT WASHAKIE, LARGE WHITE HOUSE, BALL ON TOP OF CONICAL
 OW0289'CUPOLA, DISTANT 1/4 MILE, IS N 35 DEG 53 MIN W.
 OW0289
 OW0289                          STATION RECOVERY (1948)
 OW0289
 OW0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OW0289'LOCATED IN S. PART OF VILLAGE OF FORT WASHAKIE, 0.2 MI. S. OF INDIAN
 OW0289'AGENCY, AT PROMINENT RD. INTERSECTION, 161 FT. W. OF CENTERLINE OF
 OW0289'U.S. HIGHWAY 287, 25 FT. NW. OF CENTERLINE OF GRADED RD., 39 FT. S.
 OW0289'OF CENTERLINE OF GRAVEL RD., 49 FT. NW. OF IRRIGATION DITCH WHICH RUNS
 OW0289'ALONG SE. SIDE OF GRADED RD. S. OF STATION, AND IN TELEPHONE LINE.
 OW0289'LOCATED IN SEC. 4, T 1 S, R 1 W.
 OW0289'
 OW0289'TO REACH FROM FORT WASHAKIE, FOLLOW U.S. HIGHWAY 287 S. FROM INDIAN
 OW0289'AGENCY 0.2 MI. TO POINT WHERE FOUR RDS. FAN OFF TO SW.
 OW0289'
 OW0289'STATION MARK--STANDARD USC AND GS DISK STAMPED---FORT WASHAKIE
 OW0289'1936--- AND SET IN TOP OF CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE
 OW0289'GROUND.
 OW0289'
 OW0289'REFERENCE MARKS--STANDARD USC AND GS REFERENCE DISKS SET IN CONCRETE
 OW0289'MONUMENTS PROJECTING 0.5 FT. ABOVE GROUND.
 OW0289'
 OW0289'REFERENCE MARK NO. 1--IS STAMPED---FORT WASHAKIE NO. 1 1936--- AND IS
 OW0289'45.05 FT. SE. OF STATION N 58 DEGREES 50 MINUTES, NW.
 OW0289'
 OW0289'REFERENCE MARK NO. 2--IS STAMPED---FORT WASHAKIE NO. 2 1936--- AND IS
 OW0289'34.07 FT. SW. OF STATION, N 40 DEGREES 45 MINUTES, NE.
 OW0289
 OW0289                          STATION RECOVERY (1972)
 OW0289
 OW0289'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (CES)
 OW0289'RECOVERED BY C E SPURLOCK JR AND ASSOC.
 OW0289'
 OW0289'TRIANGULATION FT. WASHAKIE-GOOD AS ARE R.M.S - AZ MARK HAS BEEN
 OW0289'SLIGHTLY DAMAGED BUT THE POSITION APPEARS TO BE UNCHANGED.
 OW0289
 OW0289                          STATION RECOVERY (1974)
 OW0289
 OW0289'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (MB)
 OW0289'RECOVERED BY C E SPURLOCK AND ASSOC.
 OW0289'
 OW0289'BOTH R.M.S AND AZ MARK DESTROYED BY CONSTRUCTION.
 OW0289
 OW0289                          STATION RECOVERY (1975)
 OW0289
 OW0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OW0289'STATION MARK WAS RECOVERED AND IS IN GOOD CONDITION.  REFERENCE MARK
 OW0289'1 WAS FOUND AT STATION SITE, LYING ON TOP OF THE GROUND WITH DISK
 OW0289'INTACT.  REFERENCE MARK NUMBER 2 AND THE AZIMUTH MARK WAS NOT
 OW0289'FOUND.
 OW0289'
 OW0289'A NEW AZIMUTH MARK, REFERENCE MARKS 3 AND 4 WERE ESTABLISHED THIS
 OW0289'DATE.
 OW0289'
 OW0289'STATION MARK DISK IS STAMPED FT WASHAKIE 1936 5568 FT, SET IN THE TOP
 OW0289'OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.  MARK IS 210 FEET
 OW0289'EAST OF THE EAST CORNER OF THE FORT WASHAKIE POST OFFICE BUILDING,
 OW0289'0.1 MILE SOUTHWEST OF U.S. HIGHWAY 287, 93 FEET EAST-NORTHEAST OF
 OW0289'NORTH FORK ROAD, 138 FEET NORTH-NORTHEAST OF THE EAST CORNER OF
 OW0289'THE INDIAN COUNCIL CHAMBER BUILDING, 25 FEET WEST-NORTHWEST OF A
 OW0289'SURFACED ROAD, 4.7 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE,
 OW0289'3.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 156 FEET
 OW0289'WEST-NORTHWEST OF THE NORTH FORK ROAD-BLACK COLE DRIVE AND
 OW0289'WASHAKIE STREET INTERSECTION.
 OW0289'
 OW0289'REFERENCE MARK NUMBER 3 IS A REFERENCE MARK DISK, STAMPED FORT
 OW0289'WASHAKIE 1936 NO 3 1975, CLAMPED TO THE TOP OF A COPPER COVERED
 OW0289'STEEL ROD WHICH IS ATTACHED TO AN OCTAGON SHAPED STEEL PLATE WHICH
 OW0289'IS BURIED IN THE GROUND.  DISK PROJECTS ABOUT 2 INCHES.  MARK
 OW0289'IS 31 FEET EAST-SOUTHEAST OF THE POWERLINE POLE, 25 FEET
 OW0289'EAST-SOUTHEAST OF THE SURFACED ROAD, 1.3 FEET NORTH-NORTHEAST OF
 OW0289'A METAL WITNESS POST AND 6 FEET WEST-NORTHWEST OF A DRAINAGE
 OW0289'DITCH.
 OW0289'
 OW0289'REFERENCE MARK NUMBER 4 IS A REFERENCE MARK DISK, STAMPED FORT
 OW0289'WASHAKIE 1936 NO 4 1975, CLAMPED TO THE TOP OF A COPPER COVERED
 OW0289'STEEL ROD WHICH IS ATTACHED TO AN OCTAGON SHAPED STEEL PLATE WHICH
 OW0289'IS BURIED IN THE GROUND.  MARK IS 66 FEET EAST-SOUTHEAST OF
 OW0289'NORTH FORK ROAD, 27 FEET WEST-NORTHWEST OF THE POWERLINE POLE AND
 OW0289'27 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 OW0289'
 OW0289'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED FORT WASHAKIE 1936
 OW0289'AZ 2 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 OW0289'ABOUT 3 INCHES.  MARK IS 99 FEET WEST OF A NORTH-SOUTH TRACK ROAD,
 OW0289'82 FEET SOUTH OF A NORTHEAST-SOUTHWEST TRACK ROAD, 30.3 FEET
 OW0289'NORTHWEST OF A POWERLINE POLE WITH GUYLINE ATTACHED, 25 FEET EAST
 OW0289'OF AN IRRIGATION DITCH, 23.8 FEET EAST OF A 4-FORKED TREE AND
 OW0289'2.5 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 OW0289'
 OW0289'AZIMUTH MARK IS REACHED FROM THE POST OFFICE.  GO SOUTHWESTERLY ON
 OW0289'NORTH FORK ROAD FOR 0.2 MILE TO A ROAD LEFT.  TURN LEFT AND GO
 OW0289'SOUTH ON A SURFACED ROAD FOR 0.05 MILE TO THE WEST END OF RODEO
 OW0289'ARENA.  TURN RIGHT AND GO SOUTHWEST ON TRACK ROAD FOR 0.1 MILE TO
 OW0289'A GATE.  MARK IS 82 FEET SOUTH OF THIS POINT, ON EAST SIDE OF
 OW0289'IRRIGATION DITCH.
 OW0289'
 OW0289'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT WASHAKIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0856 ***********************************************************************
 MR0856  DESIGNATION -  FOSSIL
 MR0856  PID         -  MR0856
 MR0856  STATE/COUNTY-  WY/LINCOLN
 MR0856  USGS QUAD   -  WARFIELD CREEK (1978)
 MR0856
 MR0856                         *CURRENT SURVEY CONTROL
 MR0856  ___________________________________________________________________
 MR0856* NAD 83(1993)-  41 44 03.38545(N)    110 38 06.67832(W)     ADJUSTED  
 MR0856* NAVD 88     -      2354.5    (meters)    7725.     (feet)  VERTCON   
 MR0856  ___________________________________________________________________
 MR0856  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 MR0856  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MR0856
 MR0856  HORZ ORDER  -  FIRST
 MR0856
 MR0856.The horizontal coordinates were established by classical geodetic methods
 MR0856.and adjusted by the National Geodetic Survey in January 1997..
 MR0856
 MR0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0856
 MR0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0856
 MR0856.The geoid height was determined by GEOID03.
 MR0856
 MR0856;                    North         East     Units Scale Factor Converg.
 MR0856;SPC WY W     -   237,212.334   754,091.447   MT  0.99996343   -0 22 02.5
 MR0856;UTM  12      - 4,620,337.921   530,338.221   MT  0.99961133   +0 14 34.3
 MR0856
 MR0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0856!SPC WY W     -   0.99963308  x   0.99996343  =   0.99959652
 MR0856!UTM  12      -   0.99963308  x   0.99961133  =   0.99924455
 MR0856
 MR0856|---------------------------------------------------------------------|
 MR0856| PID    Reference Object                     Distance      Geod. Az  |
 MR0856|                                                           dddmmss.s |
 MR0856| MR0855 FOSSIL 2                              9.236 METERS 00441     |
 MR0856| MR0835 ELKOL UTAH POWER AND LT CO STK      APPROX. 4.0 KM 0495936.8 |
 MR0856| CP5388 FOSSIL RM 1                           9.799 METERS 09617     |
 MR0856| CP5387 FOSSIL AZ MK                                       2123232.3 |
 MR0856|---------------------------------------------------------------------|
 MR0856
 MR0856                          SUPERSEDED SURVEY CONTROL
 MR0856
 MR0856  NAD 83(1986)-  41 44 03.37543(N)    110 38 06.67622(W) AD(       ) 1
 MR0856  NAD 27      -  41 44 03.56340(N)    110 38 04.05480(W) AD(       ) 1
 MR0856  NGVD 29 (07/19/86) 2353.1    (m)         7720.     (f) VERT ANG       
 MR0856
 MR0856.Superseded values are not recommended for survey control.
 MR0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0856.See file dsdata.txt to determine how the superseded data were derived.
 MR0856
 MR0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3033820338(NAD 83)
 MR0856_MARKER: DS = TRIANGULATION STATION DISK
 MR0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0856
 MR0856  HISTORY     - Date     Condition        Report By
 MR0856  HISTORY     - 1962     MONUMENTED       CGS
 MR0856  HISTORY     - 1989     GOOD             BLM
 MR0856
 MR0856                          STATION DESCRIPTION
 MR0856
 MR0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0856'THE STATION IS ON THE HIGHEST PART OF A ROUND TOPPED BARE
 MR0856'HILL, THE HIGHEST IN THE IMMEDIATE VICINITY.  IT IS ABOUT 7-1/2
 MR0856'MILES SOUTHWEST OF KEMMERER, 1-1/2 MILES NORTHWEST OF ELKOL AND
 MR0856'3-1/2 MILES WEST OF U.S. HIGHWAY 189.
 MR0856'
 MR0856'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 N
 MR0856'AND 189 IN THE SOUTHEAST EDGE OF DIAMONDVILLE, GO SOUTHWEST AND
 MR0856'SOUTH ON U.S. HIGHWAY 189 FOR 6.35 MILES TO A CROSSROAD.  TURN
 MR0856'RIGHT AND GO WESTERLY ON DIRT ROAD FOR 2.5 MILES TO A CROSSROAD.
 MR0856'CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A REVERSE FORK ON
 MR0856'THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A FORK
 MR0856'AND A EARTH DAM ON THE LEFT.  TAKE THE LEFT FORK, CROSSING
 MR0856'THE EARTH DAM FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK
 MR0856'FOR 1.15 MILES TO A FORK AT THE TOP OF A RIDGE.  TAKE THE
 MR0856'RIGHT FORK FOR 0.15 MILE TO A REVERSE FORK ON THE LEFT.
 MR0856'CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A FORK AT THE
 MR0856'NORTHEAST END OF AN EARTH DAM.  TAKE THE RIGHT FORK FOR 0.05
 MR0856'MILE TO A CROSSROAD UNDER A POWERLINE.  CONTINUE STRAIGHT
 MR0856'AHEAD FOR 0.35 MILE TO AN OPTIONAL FORK.  CONTINUE AHEAD FOR
 MR0856'1.85 MILES TO A TRACK ROAD LEADING LEFT.  CONTINUE AHEAD
 MR0856'FOR 0.25 MILE TO THE TOP OF A SADDLE AND A SIDE ROAD LEADING
 MR0856'LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO THE AZIMUTH
 MR0856'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO A
 MR0856'SIDE ROAD AT THE TOP OF A SADDLE.  TURN RIGHT ON SIDE ROAD
 MR0856'FOR 0.05 MILE TO A FORK.  TAKE RIGHT FORK UPHILL FOR 0.15
 MR0856'MILE TO THE TOP OF THE HILL AND THE STATION.
 MR0856'
 MR0856'STATION MARK IS A STANDARD DISK, STAMPED FOSSIL 1962, SET IN THE
 MR0856'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 MR0856'4 FEET EAST OF A WITNESS POST.
 MR0856'
 MR0856'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOSSIL NO 1 1962,
 MR0856'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5
 MR0856'INCHES.  IT IS 36 FEET EAST OF THE WITNESS POST AND ABOUT 3 FEET
 MR0856'LOWER THAN THE STATION.
 MR0856'
 MR0856'U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED FOSSIL 2 1952, BRAZED
 MR0856'TO THE TOP OF A 3 INCH IRON PIPE PROJECTING 2 INCHES.  IT IS
 MR0856'31 FEET NORTH OF THE WITNESS POST AND ABOUT THE SAME ELEVATION
 MR0856'AS THE STATION.
 MR0856'
 MR0856'AZIMUTH MARK IS A STANDARD DISK, STAMPED FOSSIL 1962, CEMENTED
 MR0856'IN A DRILL HOLE IN 4 X 10 FOOT OUTCROP OF ROCK PROJECTING 4
 MR0856'INCHES.  IT IS 4.3 FEET EAST OF A WITNESS POST AND 100 FEET
 MR0856'EAST OF THE CENTERLINE OF A TRACK ROAD.  IT IS ABOUT 30 FEET
 MR0856'HIGHER THAN THE ROAD.
 MR0856
 MR0856                          STATION RECOVERY (1989)
 MR0856
 MR0856'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1989 (DP)
 MR0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0855 ***********************************************************************
 MR0855  DESIGNATION -  FOSSIL 2
 MR0855  PID         -  MR0855
 MR0855  STATE/COUNTY-  WY/LINCOLN
 MR0855  USGS QUAD   -  WARFIELD CREEK (1978)
 MR0855
 MR0855                         *CURRENT SURVEY CONTROL
 MR0855  ___________________________________________________________________
 MR0855* NAD 83(1993)-  41 44 03.68381(N)    110 38 06.64567(W)     ADJUSTED  
 MR0855* NAVD 88     -      2354.     (meters)    7723.     (feet)  SCALED    
 MR0855  ___________________________________________________________________
 MR0855  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 MR0855  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MR0855
 MR0855  HORZ ORDER  -  SECOND
 MR0855
 MR0855.The horizontal coordinates were established by classical geodetic methods
 MR0855.and adjusted by the National Geodetic Survey in January 1997..
 MR0855
 MR0855.The orthometric height was scaled from a topographic map.
 MR0855
 MR0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0855
 MR0855.The geoid height was determined by GEOID03.
 MR0855
 MR0855;                    North         East     Units Scale Factor Converg.
 MR0855;SPC WY W     -   237,221.533   754,092.261   MT  0.99996343   -0 22 02.5
 MR0855;UTM  12      - 4,620,347.126   530,338.937   MT  0.99961133   +0 14 34.3
 MR0855
 MR0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0855!SPC WY W     -   0.99963310  x   0.99996343  =   0.99959654
 MR0855!UTM  12      -   0.99963310  x   0.99961133  =   0.99924457
 MR0855
 MR0855:                Primary Azimuth Mark                     Grid Az
 MR0855:SPC WY W     -  OAKLEY                                   084 48 12.1
 MR0855:UTM  12      -  OAKLEY                                   084 11 35.3
 MR0855
 MR0855|---------------------------------------------------------------------|
 MR0855| PID    Reference Object                     Distance      Geod. Az  |
 MR0855|                                                           dddmmss.s |
 MR0855| MR0849 OAKLEY                              APPROX. 8.2 KM 0842609.6 |
 MR0855|---------------------------------------------------------------------|
 MR0855
 MR0855                          SUPERSEDED SURVEY CONTROL
 MR0855
 MR0855  NAD 83(1986)-  41 44 03.67379(N)    110 38 06.64357(W) AD(       ) 2
 MR0855  NAD 27      -  41 44 03.86180(N)    110 38 04.02210(W) AD(       ) 2
 MR0855
 MR0855.Superseded values are not recommended for survey control.
 MR0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0855.See file dsdata.txt to determine how the superseded data were derived.
 MR0855
 MR0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3033920347(NAD 83)
 MR0855_MARKER: DD = SURVEY DISK
 MR0855_SETTING: 0 = UNSPECIFIED SETTING
 MR0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0855
 MR0855  HISTORY     - Date     Condition        Report By
 MR0855  HISTORY     - 1962     MONUMENTED       USGS
 MR0855  HISTORY     - 1989     GOOD             BLM
 MR0855
 MR0855                          STATION DESCRIPTION
 MR0855
 MR0855'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 MR0855'THE STATION IS ON THE HIGHEST PART OF A ROUND TOPPED BARE HILL,
 MR0855'THE HIGHEST IN THE IMMEDIATE VICINITY.  IT IS ABOUT 7-1/2 MILES
 MR0855'SOUTHWEST OF KEMMERER, 1-1/2 MILES NORTHWEST OF ELKOL AND
 MR0855'3-1/2 MILES WEST OF U.S. HIGHWAY 189.
 MR0855'
 MR0855'THE MARK IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL SURVEY
 MR0855'BRAZED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 2 INCHES.
 MR0855'THE DISK IS STAMPED FOSSIL 2 1952.
 MR0855'
 MR0855'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FOSSIL,
 MR0855'THE DISTANCE BEING 30.30 FEET OR 9.236 METERS NORTH.
 MR0855
 MR0855                          STATION RECOVERY (1989)
 MR0855
 MR0855'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1989 (DP)
 MR0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1043 ***********************************************************************
 MO1043  DESIGNATION -  FOSTER
 MO1043  PID         -  MO1043
 MO1043  STATE/COUNTY-  WY/LARAMIE
 MO1043  USGS QUAD   -  ARCOLA (1991)
 MO1043
 MO1043                         *CURRENT SURVEY CONTROL
 MO1043  ___________________________________________________________________
 MO1043* NAD 83(1993)-  41 04 25.75182(N)    104 27 06.16121(W)     ADJUSTED  
 MO1043* NAVD 88     -      1726.     (meters)    5663.     (feet)  SCALED    
 MO1043  ___________________________________________________________________
 MO1043  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 MO1043  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 MO1043
 MO1043  HORZ ORDER  -  SECOND
 MO1043
 MO1043.The horizontal coordinates were established by classical geodetic methods
 MO1043.and adjusted by the National Geodetic Survey in January 1997..
 MO1043
 MO1043.The orthometric height was scaled from a topographic map.
 MO1043
 MO1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1043
 MO1043.The geoid height was determined by GEOID03.
 MO1043
 MO1043;                    North         East     Units Scale Factor Converg.
 MO1043;SPC WY E     -    63,964.907   260,082.188   MT  0.99998191   +0 28 11.1
 MO1043;SPC CO N     -   498,581.632 1,002,504.543   MT  1.00006006   +0 40 38.4
 MO1043;SPC CO N     - 1,635,763.24  3,289,050.32   sFT  1.00006006   +0 40 38.4
 MO1043;UTM  13      - 4,547,096.632   546,060.518   MT  0.99962611   +0 21 36.9
 MO1043
 MO1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1043!SPC WY E     -   0.99973210  x   0.99998191  =   0.99971402
 MO1043!SPC CO N     -   0.99973210  x   1.00006006  =   0.99979215
 MO1043!UTM  13      -   0.99973210  x   0.99962611  =   0.99935831
 MO1043
 MO1043|---------------------------------------------------------------------|
 MO1043| PID    Reference Object                     Distance      Geod. Az  |
 MO1043|                                                           dddmmss.s |
 MO1043| CQ3773 FOSTER RM 2                          13.047 METERS 00117     |
 MO1043| CQ3771 FOSTER AZ MK                                       1152117.3 |
 MO1043| CQ3772 FOSTER RM 1                          11.544 METERS 12247     |
 MO1043|---------------------------------------------------------------------|
 MO1043
 MO1043                          SUPERSEDED SURVEY CONTROL
 MO1043
 MO1043  NAD 83(1993)-  41 04 25.74247(N)    104 27 06.15803(W) AD(       ) 2
 MO1043  NAD 83(1986)-  41 04 25.74213(N)    104 27 06.15831(W) AD(       ) 2
 MO1043  NAD 27      -  41 04 25.80430(N)    104 27 04.30390(W) AD(       ) 2
 MO1043
 MO1043.Superseded values are not recommended for survey control.
 MO1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1043.See file dsdata.txt to determine how the superseded data were derived.
 MO1043
 MO1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF4606147097(NAD 83)
 MO1043_MARKER: DS = TRIANGULATION STATION DISK
 MO1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1043
 MO1043  HISTORY     - Date     Condition        Report By
 MO1043  HISTORY     - 1959     MONUMENTED       CGS
 MO1043
 MO1043                          STATION DESCRIPTION
 MO1043
 MO1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1043'THE STATION IS LOCATED 19-1/2 MILES SOUTH-SOUTHEAST OF CHEYENNE
 MO1043'AND 6 MILES SOUTH OF U.S. HIGHWAY 30 ON THE TOP OF A GRASSY
 MO1043'KNOLL, THE HIGHEST ONE IN THE VICINITY.
 MO1043'
 MO1043'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD DEPOT
 MO1043'IN DOWNTOWN CHEYENNE GO NORTHWEST ON CAPITOL AVENUE FOR 1
 MO1043'BLOCK TO THE JUNCTION WITH U.S. HIGHWAY 30.  TURN RIGHT,
 MO1043'EAST ON U.S. HIGHWAY 30 AND GO 16 MILES TO A SIDE ROAD RIGHT.
 MO1043'TURN RIGHT, SOUTH AS PER SIGN JOHN C. KUPER ABERDEEN ANGUS,
 MO1043'AND GO 4 MILES TO A CROSS ROAD.  TURN LEFT, EAST AND GO 3.5
 MO1043'TO A RAILROAD CROSSING AT ARCOLA.  CONTINUE STRAIGHT AHEAD
 MO1043'AND GO 2.5 MILES TO A CROSS ROAD.  TURN RIGHT, SOUTH AND GO
 MO1043'1.3 MILES TO A CATTLEGUARD ON THE RIGHT JUST AFTER CROSSING A
 MO1043'RAILROAD TRACK.  TURN RIGHT, WEST AND FOLLOW DIM TRACK
 MO1043'ROAD FOR 1 MILE, THENCE TURN LEFT, SOUTH ON AN OLD FIRE
 MO1043'GUARD AND GO 0.5 MILE TO A WIRE GATE.  PASS THROUGH THE
 MO1043'GATE AND CONTINUE SOUTH FOR 0.3 MILE TO A CATTLEGUARD.
 MO1043'TURN RIGHT, WEST JUST BEFORE REACHING THE CATTLEGUARD AND
 MO1043'GO 1 MILE TO A WINDMILL.  CONTINUE STRAIGHT AHEAD, WEST
 MO1043'FOR 0.35 MILE TO THE TOP OF THE KNOLL AND THE STATION AS
 MO1043'DESCRIBED.
 MO1043'
 MO1043'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST
 MO1043'ACROSS OPEN PASTURE LAND FOR 0.3 MILE TO A FENCE CORNER AND
 MO1043'THE AZIMUTH MARK AS DESCRIBED.
 MO1043'
 MO1043'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12
 MO1043'INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS STAMPED
 MO1043'FOSTER 1959.
 MO1043'
 MO1043'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MO1043'12 INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS STAMPED
 MO1043'FOSTER NO 1 1959.
 MO1043'
 MO1043'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MO1043'12 INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS
 MO1043'STAMPED FOSTER NO 2 1959.
 MO1043'
 MO1043'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12 INCH
 MO1043'SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS STAMPED
 MO1043'FOSTER 1959.  IT IS 4 FEET WEST OF A FENCE CORNER AND 1 FOOT
 MO1043'NORTH OF AN EAST-WEST FENCE LINE.
 MO1043'
 MO1043'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0512 ***********************************************************************
 NQ0512  DESIGNATION -  FOSTER
 NQ0512  PID         -  NQ0512
 NQ0512  STATE/COUNTY-  WY/PLATTE
 NQ0512  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0512
 NQ0512                         *CURRENT SURVEY CONTROL
 NQ0512  ___________________________________________________________________
 NQ0512* NAD 83(1993)-  42 18 52.77742(N)    104 56 42.00507(W)     ADJUSTED  
 NQ0512* NAVD 88     -      1484.     (meters)    4869.     (feet)  SCALED    
 NQ0512  ___________________________________________________________________
 NQ0512  LAPLACE CORR-          -7.37  (seconds)                    DEFLEC99
 NQ0512  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 NQ0512
 NQ0512  HORZ ORDER  -  SECOND
 NQ0512
 NQ0512.The horizontal coordinates were established by classical geodetic methods
 NQ0512.and adjusted by the National Geodetic Survey in January 1997..
 NQ0512
 NQ0512.The orthometric height was scaled from a topographic map.
 NQ0512
 NQ0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0512
 NQ0512.The geoid height was determined by GEOID03.
 NQ0512
 NQ0512;                    North         East     Units Scale Factor Converg.
 NQ0512;SPC WY E     -   201,550.653   218,273.243   MT  0.99994161   +0 08 57.2
 NQ0512;UTM  13      - 4,684,715.034   504,532.344   MT  0.99960025   +0 02 13.3
 NQ0512
 NQ0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0512!SPC WY E     -   0.99976956  x   0.99994161  =   0.99971118
 NQ0512!UTM  13      -   0.99976956  x   0.99960025  =   0.99936990
 NQ0512
 NQ0512|---------------------------------------------------------------------|
 NQ0512| PID    Reference Object                     Distance      Geod. Az  |
 NQ0512|                                                           dddmmss.s |
 NQ0512| CQ3775 FOSTER RM 1                          10.388 METERS 07709     |
 NQ0512| CQ3776 FOSTER RM 2                           9.656 METERS 15823     |
 NQ0512| NQ0597 BELL TEL MICROWAVE NW DWYER         APPROX. 8.2 KM 2952142.4 |
 NQ0512| CQ3774 FOSTER AZ MK                                       3135632.9 |
 NQ0512|---------------------------------------------------------------------|
 NQ0512
 NQ0512                          SUPERSEDED SURVEY CONTROL
 NQ0512
 NQ0512  NAD 83(1986)-  42 18 52.75611(N)    104 56 41.99765(W) AD(       ) 2
 NQ0512  NAD 27      -  42 18 52.86530(N)    104 56 40.10190(W) AD(       ) 2
 NQ0512
 NQ0512.Superseded values are not recommended for survey control.
 NQ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0512.See file dsdata.txt to determine how the superseded data were derived.
 NQ0512
 NQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0453284715(NAD 83)
 NQ0512_MARKER: DS = TRIANGULATION STATION DISK
 NQ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0512
 NQ0512  HISTORY     - Date     Condition        Report By
 NQ0512  HISTORY     - 1963     MONUMENTED       CGS
 NQ0512
 NQ0512                          STATION DESCRIPTION
 NQ0512
 NQ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0512'THE STATION IS LOCATED ABOUT 11 MILES WEST AND 3-1/2 MILES
 NQ0512'NORTH OF GUERNSEY, 5 MILES NORTH OF THE RAILROAD STATION AT
 NQ0512'DWYER AND 5 MILES EAST OF U.S. HIGHWAY 87, IN PASTURE LAND
 NQ0512'OWNED BY MR. G.A. FOSTER.  IT IS IN THE SW 1/4 OF SECTION
 NQ0512'18 T27N R68W.
 NQ0512'
 NQ0512'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S. HIGHWAYS
 NQ0512'26 AND 87 ABOUT 11-1/2 MILES NORTH OF WHEATLAND GO EASTERLY
 NQ0512'ON HIGHWAY 26 FOR 2.0 MILES TO A SIDE ROAD LEFT, THIS IS
 NQ0512'0.15 MILE BEFORE REACHING AN OVERPASS, TURN LEFT, NORTH, ON
 NQ0512'GRAVELED ROAD FOR 3.0 MILES TO Y FORK, TAKE RIGHT FORK FOR
 NQ0512'0.15 MILE TO Y FORK, TAKE LEFT FORK, NORTH, AND FOLLOW GRAVELED
 NQ0512'ROAD FOR 1.4 MILES TO FOSTER RANCH HOME ON THE LEFT, CONTINUE
 NQ0512'NORTH FOR 0.1 MILE TO A GATE AT THE EAST SIDE OF BARN.  PASS
 NQ0512'THROUGH GATE AND FOLLOW TRACK ROAD EASTERLY FOR 0.3 MILE,
 NQ0512'CROSS A SMALL CREEK BED AND CONTINUE EASTERLY ON TRACK ROAD
 NQ0512'FOR 0.3 MILE TO A TELEPHONE LINE, TURN LEFT, NORTH, AND
 NQ0512'FOLLOW TRACK ROAD ALONG TELEPHONE LINE FOR 0.9 MILE TO TOP OF
 NQ0512'RIDGE AND FENCE CORNER, CONTINUE ON TRACK ROAD AND ALONG
 NQ0512'TELEPHONE LINE NORTHWESTERLY FOR 0.1 MILE TO THE STATION ON
 NQ0512'THE LEFT.
 NQ0512'
 NQ0512'THE STATION MARK IS A STANDARD DISK STAMPED FOSTER 1963 SET
 NQ0512'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 NQ0512'WITH THE SURFACE OF THE GROUND.  IT IS 90 FEET SOUTH OF
 NQ0512'TELEPHONE POLE NO. 9 WHICH HAS A TRIANGLE BLAZE ON THE SOUTH
 NQ0512'SIDE, 69 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD AND
 NQ0512'5.5 FEET WEST OF A WITNESS POST.
 NQ0512'
 NQ0512'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FOSTER NO 1
 NQ0512'1963 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 NQ0512'THAT PROJECTS 1 INCH.  IT IS 64 FEET SOUTH OF THE TELEPHONE
 NQ0512'POLE, 35 FEET SOUTHWEST OF THE CENTER OF THE ROAD AND 30.0
 NQ0512'FEET NORTHEAST OF THE WITNESS POST.
 NQ0512'
 NQ0512'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FOSTER NO 2 1963
 NQ0512'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NQ0512'PROJECTS 1 INCH.  IT IS 107 FEET SOUTHEAST OF THE TELEPHONE
 NQ0512'POLE, 72 FEET SOUTHWEST OF THE CENTER OF THE ROAD AND 27.9
 NQ0512'FEET SOUTHEAST OF THE WITNESS POST.
 NQ0512'
 NQ0512'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FOSTER 1963 SET
 NQ0512'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 NQ0512'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 21 FEET NORTH
 NQ0512'OF THE CENTER OF A TRACK ROAD, 2.0 FEET SOUTHEAST OF TELEPHONE
 NQ0512'POLE NO. 3215 AND 1.3 FEET SOUTH OF A WITNESS POST.
 NQ0512'
 NQ0512'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW TRACK
 NQ0512'ROAD NORTHWEST FOR 0.5 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0410 ***********************************************************************
 PX0410  DESIGNATION -  FOUR BEAR
 PX0410  PID         -  PX0410
 PX0410  STATE/COUNTY-  WY/PARK
 PX0410  USGS QUAD   -  JIM MOUNTAIN (1991)
 PX0410
 PX0410                         *CURRENT SURVEY CONTROL
 PX0410  ___________________________________________________________________
 PX0410* NAD 83(1993)-  44 30 35.52133(N)    109 23 24.55416(W)     ADJUSTED  
 PX0410* NAVD 88     -      2318.9    (meters)    7608.     (feet)  VERTCON   
 PX0410  ___________________________________________________________________
 PX0410  LAPLACE CORR-         -19.70  (seconds)                    DEFLEC99
 PX0410  GEOID HEIGHT-          -9.39  (meters)                     GEOID03
 PX0410
 PX0410  HORZ ORDER  -  THIRD
 PX0410
 PX0410.The horizontal coordinates were established by classical geodetic methods
 PX0410.and adjusted by the National Geodetic Survey in January 1997..
 PX0410
 PX0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0410
 PX0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0410
 PX0410.The geoid height was determined by GEOID03.
 PX0410
 PX0410;                    North         East     Units Scale Factor Converg.
 PX0410;SPC WYWC     -   445,600.126   549,100.587   MT  0.99996935   -0 26 55.6
 PX0410;UTM  12      - 4,929,765.547   627,957.869   MT  0.99980135   +1 07 43.3
 PX0410
 PX0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0410!SPC WYWC     -   0.99963801  x   0.99996935  =   0.99960737
 PX0410!UTM  12      -   0.99963801  x   0.99980135  =   0.99943943
 PX0410
 PX0410:                Primary Azimuth Mark                     Grid Az
 PX0410:SPC WYWC     -  UPTON                                    154 15 44.0
 PX0410:UTM  12      -  UPTON                                    152 41 05.1
 PX0410
 PX0410|---------------------------------------------------------------------|
 PX0410| PID    Reference Object                     Distance      Geod. Az  |
 PX0410|                                                           dddmmss.s |
 PX0410| PX0434 UPTON                               APPROX. 4.5 KM 1534848.4 |
 PX0410|---------------------------------------------------------------------|
 PX0410
 PX0410                          SUPERSEDED SURVEY CONTROL
 PX0410
 PX0410  NAD 83(1986)-  44 30 35.50836(N)    109 23 24.54633(W) AD(       ) 3
 PX0410  NAD 27      -  44 30 35.65718(N)    109 23 21.96292(W) AD(       ) 3
 PX0410  NGVD 29 (07/19/86) 2317.8    (m)         7604.     (f) VERT ANG       
 PX0410
 PX0410.Superseded values are not recommended for survey control.
 PX0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0410.See file dsdata.txt to determine how the superseded data were derived.
 PX0410
 PX0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2795829766(NAD 83)
 PX0410_MARKER: DD = SURVEY DISK
 PX0410_SETTING: 80 = SET IN A BOULDER
 PX0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0410+STABILITY: SURFACE MOTION
 PX0410
 PX0410  HISTORY     - Date     Condition        Report By
 PX0410  HISTORY     - 1948     MONUMENTED       USGS
 PX0410
 PX0410                          STATION DESCRIPTION
 PX0410
 PX0410'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0410'STATION IS LOCATED 18.7 MI. W. OF CODY, WYOMING, ON TOP OF RIDGE
 PX0410'BETWEEN JIM AND LOGAN MOUNTAINS.  ABOUT 3 MI. NW. OF UPPER END OF THE
 PX0410'SHOSHONE RESERVOIR, NOW CALLED BUFFALO BILL RESERVOIR.  ABOUT 2 MI. N.
 PX0410'OF THE SHOSHONE RIVER, ABOUT 2 MI. N. OF U.S. HIGHWAY 20,  ABOUT 3625
 PX0410'FT. W. OF TROUT CREEK, ABOUT 3900 FT. SE. OF ABANDONED CABIN IN HEAD
 PX0410'OF CRACK BETWEEN JIM CREEK AND TROUT CREEK.  TO REACH STATION FROM THE
 PX0410'POST OFFICE IN CODY, WYOMING, FOLLOW U.S. HIGHWAY 20 THE CODY E.
 PX0410'ENTRANCE RD. TOWARD YELLOWSTONE PARK FOR ABOUT 18.7 MI. TO A RD.
 PX0410'JUNCTION N. TO FOUR BAR RANCH.  TURN N. AND FOLLOW TRAIL RD. ON TOP OF
 PX0410'RIDGE ABOUT 2.5 MI. TO POINT WHERE RD. PASSES E. OF SMALL POND AND W.
 PX0410'OF TWO SMALL PONDS AND ABANDONED CABIN IN BOTTOM OF CREEK.  LEAVE
 PX0410'TRUCK AND CROSS E. ACROSS CREEK TO TOP OF SHARP RIDGE.  FOLLOW SE.
 PX0410'ALONG RIDGE AND UP ON HILL AT SE. END OF RIDGE ABOUT 4000 FT., STATION
 PX0410'IS LOCATED ON TOP OF HILL, ON BARE POINT ON S. END OF HILL.
 PX0410'
 PX0410'STATION MARK - A STANDARD TABLET STAMPED ---FOUR BEAR 1948---,
 PX0410'CEMENTED IN TOP OF AN EMBEDDED BOULDER.
 PX0410'
 PX0410'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET STAMPED ---FOUR
 PX0410'BEAR NO.1--- CEMENTED IN TOP OF EMBEDDED BOULDER 16.92 FT. N. OF
 PX0410'STATION, S 23 DEG 32 MIN E.
 PX0410'
 PX0410'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET STAMPED ---FOUR BEAR
 PX0410'NO.2 --- CEMENTED IN TOP OF AN EMBEDDED BOULDER 33.92 FT. E. OF
 PX0410'STATION, S 75 DEG 59 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0469 ***********************************************************************
 PV0469  DESIGNATION -  FOURCHE
 PV0469  PID         -  PV0469
 PV0469  STATE/COUNTY-  WY/CROOK
 PV0469  USGS QUAD   -  STONEY POINT (1984)
 PV0469
 PV0469                         *CURRENT SURVEY CONTROL
 PV0469  ___________________________________________________________________
 PV0469* NAD 83(1993)-  44 50 39.95492(N)    104 18 35.35148(W)     ADJUSTED  
 PV0469* NAVD 88     -      1147.1    (meters)    3763.     (feet)  VERTCON   
 PV0469  ___________________________________________________________________
 PV0469  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 PV0469  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 PV0469
 PV0469  HORZ ORDER  -  FIRST
 PV0469
 PV0469.The horizontal coordinates were established by classical geodetic methods
 PV0469.and adjusted by the National Geodetic Survey in January 1998..
 PV0469
 PV0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0469
 PV0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0469
 PV0469.The geoid height was determined by GEOID03.
 PV0469
 PV0469;                    North         East     Units Scale Factor Converg.
 PV0469;SPC WY E     -   482,934.335   267,738.013   MT  0.99999390   +0 36 15.3
 PV0469;UTM  13      - 4,965,900.664   554,543.761   MT  0.99963658   +0 29 12.2
 PV0469
 PV0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0469!SPC WY E     -   0.99982247  x   0.99999390  =   0.99981637
 PV0469!UTM  13      -   0.99982247  x   0.99963658  =   0.99945911
 PV0469
 PV0469|---------------------------------------------------------------------|
 PV0469| PID    Reference Object                     Distance      Geod. Az  |
 PV0469|                                                           dddmmss.s |
 PV0469| CQ3778 FOURCHE RM 1                          8.000 METERS 15127     |
 PV0469| CQ3779 FOURCHE RM 2                          6.462 METERS 26027     |
 PV0469| CQ3777 FOURCHE AZ MK                                      2895922.9 |
 PV0469|---------------------------------------------------------------------|
 PV0469
 PV0469                          SUPERSEDED SURVEY CONTROL
 PV0469
 PV0469  NAD 83(1993)-  44 50 39.95284(N)    104 18 35.35170(W) AD(       ) 1
 PV0469  NAD 83(1986)-  44 50 39.94380(N)    104 18 35.34366(W) AD(       ) 1
 PV0469  NAD 27      -  44 50 39.99300(N)    104 18 33.53400(W) AD(       ) 1
 PV0469  NGVD 29 (07/19/86) 1146.6    (m)         3762.     (f) VERT ANG       
 PV0469
 PV0469.Superseded values are not recommended for survey control.
 PV0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0469.See file dsdata.txt to determine how the superseded data were derived.
 PV0469
 PV0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK5454465901(NAD 83)
 PV0469_MARKER: DS = TRIANGULATION STATION DISK
 PV0469_SETTING: 0 = UNSPECIFIED SETTING
 PV0469
 PV0469  HISTORY     - Date     Condition        Report By
 PV0469  HISTORY     - 1949     MONUMENTED       CGS
 PV0469
 PV0469                          STATION DESCRIPTION
 PV0469
 PV0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0469'THE STATION IS LOCATED ON THE HIGHEST PART OF A FLATTOPED GRASSY
 PV0469'HILL, THE HIGHEST ONE OF A SERIES OF LOW RANGE OF HILLS RANGEING
 PV0469'IN A EAST-WEST DIRECTION AND HAVING A FEW SCATTERING PINE TREES
 PV0469'GROWING NEAR THE TOPS.  LOCATED ON HIGHEST GROUND ABOUT MIDWAY
 PV0469'OF A LARGE HORSESHOE BEND OF THE BELLE FOURCHE RIVER, ABOUT 14
 PV0469'MILES SOUTHEAST OF ALZADA, 45 FEET WEST-SOUTHWEST OF A 6-INCH
 PV0469'TRIANGULAR BLAZED PINE TREE, 11 FEET SOUTH-SOUTHEAST OF A
 PV0469'WITNESS POST, AND ON LAND OWNED BY MR. WALTER MARCHANT.
 PV0469'
 PV0469'TO REACH THE STATION FROM THE INTERSECTION OF STATE STREET AND
 PV0469'SIXTH AVENUE IN BELLE FOURCHE, GO WEST ON U.S. HIGHWAY 212 FOR 25.2
 PV0469'MILES TO A TRACK ROAD AND WIRE GATE ON THE LEFT AND SIGN MONA,
 PV0469'TURN LEFT, SOUTHERLY, AND FOLLOW THE MAIN TRACK AND GRADED DIRT
 PV0469'ROAD FOR 2 MILES TO A FORK.  BEAR LEFT FOR 0.25 MILE FORDING THE
 PV0469'BELLE FOURCHE RIVER, PROCEED SOUTHERLY ON THE MAIN ROAD FOR 1.25
 PV0469'MILES TO A FORK, BEAR LEFT DOWN HILL, SOUTHERLY FOR 1.4 MILES
 PV0469'TO ANOTHER FORK, BEAR RIGHT FOR 0.25 MILE TO A FORK AND SIGN
 PV0469'MASSIE, BEAR LEFT AND FOLLOW THE MAIN ROAD FOR 0.85 MILE TO A
 PV0469'FORK, BEAR RIGHT FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT,
 PV0469'CONTINUE STRAIGHT AHEAD FOR 2 MILES TO A FORK JUST AFTER
 PV0469'CROSSING A CATTLE GUARD ON SUMMIT OF HILL, BEAR LEFT,
 PV0469'SOUTHEASTERLY, LEAVING THE MAIN ROAD AND FOLLOW THE DIM
 PV0469'TRACK ROAD FOR 0.15 MILE TO A GATE IN NORTH-SOUTH FENCE
 PV0469'LINE, GO THROUGH GATE AND FOLLOW THE MAIN TRACK ROAD
 PV0469'EASTERLY AND SOUTH DROPPING DOWN OFF SMALL HILL AND ALONG TOP
 PV0469'OF MAIN RIDGE FOR 0.95 MILE, LEAVE DIM TRACK ROAD AND SWING TO
 PV0469'THE RIGHT CROSSING DIRECTLY OVER TOP OF HILL IN SHALLOW SADDLE
 PV0469'AND CONTINUE EAST ALONG RIDGE FOR 0.5 MILE TO A DIRT DAM IN
 PV0469'DRAW, CROSS ON DAM AND CONTINUE NORTHEAST FOLLOWING STOCK
 PV0469'TRAIL FOR 0.4 MILE TO THE SUMMIT OF A HILL AND THE AZIMUTH MARK
 PV0469'ON THE LEFT AS DESCRIBED BELOW, CONTINUE EASTERLY ALONG STOCK
 PV0469'TRAIL FOR 0.25 MILE TO THE BASE OF A HILL AND END OF TRUCK
 PV0469'TRAVEL.  PACK UP SLOPE FOR ABOUT 200 YARDS TO TOP AND STATION.
 PV0469'ABOUT A 7-MINUTE PACK.
 PV0469'
 PV0469'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A
 PV0469'2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 4 INCHES, AND THE DISK
 PV0469'IS STAMPED FOURCHE 1949.
 PV0469'
 PV0469'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED TO THE TOP OF A
 PV0469'2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 5 INCHES, AND THE DISK
 PV0469'IS STAMPED FOURCHE NO 1 1949.
 PV0469'
 PV0469'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED TO THE TOP OF
 PV0469'A 2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 6 INCHES, AND THE
 PV0469'DISK IS STAMPED FOURCHE NO 2 1949.
 PV0469'
 PV0469'THE AZIMUTH MARK IS LOCATED ON THE FIRST HILL WEST OF THE
 PV0469'STATION, 44 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A DIM
 PV0469'STOCK AND TRACK ROAD, AND 7.4 FEET SOUTHEAST OF A WITNESS POST.
 PV0469'THE MARK IS A STANDARD DISK WELDED TO TOP OF A 2-INCH IRON SOIL
 PV0469'PIPE.  THE PIPE PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PV0469'FOURCHE 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0552 ***********************************************************************
 PV0552  DESIGNATION -  FOURCHE
 PV0552  PID         -  PV0552
 PV0552  STATE/COUNTY-  WY/CAMPBELL
 PV0552  USGS QUAD   -  COON TRACK CREEK (1971)
 PV0552
 PV0552                         *CURRENT SURVEY CONTROL
 PV0552  ___________________________________________________________________
 PV0552* NAD 83(1993)-  44 09 48.57669(N)    105 12 53.74191(W)     ADJUSTED  
 PV0552* NAVD 88     -      1493.0    (meters)    4898.     (feet)  VERTCON   
 PV0552  ___________________________________________________________________
 PV0552  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 PV0552  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 PV0552
 PV0552  HORZ ORDER  -  FIRST
 PV0552
 PV0552.The horizontal coordinates were established by classical geodetic methods
 PV0552.and adjusted by the National Geodetic Survey in January 1997..
 PV0552
 PV0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0552
 PV0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0552
 PV0552.The geoid height was determined by GEOID03.
 PV0552
 PV0552;                    North         East     Units Scale Factor Converg.
 PV0552;SPC WY E     -   406,915.710   196,140.004   MT  0.99993768   -0 02 01.0
 PV0552;UTM  13      - 4,890,054.423   482,815.702   MT  0.99960363   -0 08 59.1
 PV0552
 PV0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0552!SPC WY E     -   0.99976821  x   0.99993768  =   0.99970591
 PV0552!UTM  13      -   0.99976821  x   0.99960363  =   0.99937193
 PV0552
 PV0552:                Primary Azimuth Mark                     Grid Az
 PV0552:SPC WY E     -  DEVILS TOWER TOP CENTER                  039 51 58.7
 PV0552:UTM  13      -  DEVILS TOWER TOP CENTER                  039 58 56.8
 PV0552
 PV0552|---------------------------------------------------------------------|
 PV0552| PID    Reference Object                     Distance      Geod. Az  |
 PV0552|                                                           dddmmss.s |
 PV0552| PV0523 DEVILS TOWER TOP CENTER             APPROX.62.0 KM 0394957.7 |
 PV0552| CQ3781 FOURCHE RM 1                         14.895 METERS 08627     |
 PV0552| CQ3782 FOURCHE RM 2                         15.035 METERS 16903     |
 PV0552| CQ3780 FOURCHE AZ MK                                      2413033.3 |
 PV0552|---------------------------------------------------------------------|
 PV0552
 PV0552                          SUPERSEDED SURVEY CONTROL
 PV0552
 PV0552  NAD 83(1986)-  44 09 48.56495(N)    105 12 53.71504(W) AD(       ) 1
 PV0552  NAD 27      -  44 09 48.63300(N)    105 12 51.77000(W) AD(       ) 1
 PV0552  NGVD 29 (07/19/86) 1492.3    (m)         4896.     (f) VERT ANG       
 PV0552
 PV0552.Superseded values are not recommended for survey control.
 PV0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0552.See file dsdata.txt to determine how the superseded data were derived.
 PV0552
 PV0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ8281690054(NAD 83)
 PV0552_MARKER: DS = TRIANGULATION STATION DISK
 PV0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0552
 PV0552  HISTORY     - Date     Condition        Report By
 PV0552  HISTORY     - 1955     MONUMENTED       CGS
 PV0552  HISTORY     - 1971     GOOD             LOCENG
 PV0552
 PV0552                          STATION DESCRIPTION
 PV0552
 PV0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 PV0552'STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL HILL RISING
 PV0552'ABOVE THE TOP OF A LARGE PLATEAU ABOUT 7-1/2 MILES SOUTH OF
 PV0552'ROZET AND 16 MILES EAST SOUTHEAST OF GILLETTE.  THE STATION
 PV0552'HILL, LYING BETWEEN THE BELLE FOURCHE RIVER AND DONKEY CREEK,
 PV0552'HAS A FEW SMALL PINE TREES ON ITS CREST AND ON THE NORTH AND
 PV0552'EAST SLOPES.
 PV0552'
 PV0552'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 59 AND U.S. HIGHWAYS
 PV0552'14 AND 16 AT THE EAST EDGE OF GILLETTE, DRIVE SOUTH ON STATE
 PV0552'HIGHWAY 59 FOR 7.2 MILES TO Y-FORK AND T-ROAD LEFT.  TURN LEFT
 PV0552'ONTO T-ROAD AND DRIVE EAST FOR 5.0 MILES TO CROSS ROAD.  CONTINUE
 PV0552'STRAIGHT AHEAD ON BLADED ROAD EAST AND SOUTH FOR 3.1 MILES
 PV0552'TO A RANCH ROAD LEFT AND SIGN READING, HERMAN PETERSON.  TURN
 PV0552'LEFT AND DRIVE EAST ON BLADED ROAD FOR 1.6 MILES TO RANCH
 PV0552'BUILDINGS.  PASS TO SOUTH OF BARN AND HOUSE AND THROUGH GATE, THENCE
 PV0552'TURN LEFT AND DRIVE NORTH FOR ABOUT 100 YARDS TO FENCE
 PV0552'CORNER.  TURN RIGHT AND DRIVE EAST ALONG SOUTH SIDE OF FENCE
 PV0552'FOR 0.25 MILE TO A GATE.  TURN LEFT THROUGH GATE, THENCE TURN
 PV0552'RIGHT AND CONTINUE EASTERLY FOR 0.3 MILE ON TRACK ROAD TO A
 PV0552'RESERVOIR.  PASS AROUND SOUTH END OF RESERVOIR TO ITS EAST
 PV0552'EDGE, THENCE CONTINUE EAST ON TRACK ROAD FOR 0.3 MILE TO GATE.
 PV0552'PASS THROUGH GATE AND CONTINUE EASTERLY ON TRACK ROAD FOR 0.45
 PV0552'MILE TO A REVERSE Y-FORK.  KEEP LEFT FORK AND CONTINUE
 PV0552'0.5 MILE TO Y-FORK.  KEEP LEFT FORK AND DRIVE EASTERLY
 PV0552'FOR 0.35 MILE TO THE AZIMUTH MARK ON SUMMIT OF LOW RIDGE
 PV0552'200 FEET TO NORTH OF ROAD.  CONTINUE STRAIGHT AHEAD
 PV0552'NORTHEAST FOR 1.0 MILE TO GATE.  PASS THROUGH GATE AND
 PV0552'DRIVE 100 YARDS TO Y-FORK.  KEEP RIGHT FORK AND DRIVE EAST,
 PV0552'THENCE SOUTH FOR 0.6 MILE TO FENCE INTERSECTION AND TWO
 PV0552'GATES.  PASS THROUGH BOTH GATES AND DRIVE SOUTHEAST FOR 0.2 MILE
 PV0552'TO TOP OF HILL AND STATION.
 PV0552'
 PV0552'STATION MARK, STAMPED FOURCHE 1955, IS A STANDARD DISK SET IN
 PV0552'THE TOP OF A CONCRETE POST WHICH IS 13 INCHES SQUARE AND PROJECTS
 PV0552'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PV0552'
 PV0552'REFERENCE MARK 1, STAMPED FOURCHE NO 1 1955 IS A STANDARD DISK
 PV0552'SET IN THE TOP OF A CONCRETE POST WHICH IS 13 INCHES SQUARE
 PV0552'AND PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PV0552'IT IS LOCATED ON THE EAST SLOPE OF HILL AND ABOUT 1 FOOT LOWER
 PV0552'IN ELEVATION THAN THE STATION MARK.
 PV0552'
 PV0552'REFERENCE MARK 2, STAMPED FOURCHE NO 2 1955, IS A STANDARD DISK
 PV0552'SET IN THE TOP OF A CONCRETE POST WHICH IS 13 INCHES SQUARE AND
 PV0552'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 PV0552'IS LOCATED ON THE SOUTHWEST SLOPE OF HILL AND ABOUT 18 INCHES
 PV0552'LOWER IN ELEVATION THAN THE STATION MARK.
 PV0552'
 PV0552'AZIMUTH MARK, STAMPED FOURCHE 1955, IS A STANDARD DISK SET IN
 PV0552'THE TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE AND PROJECTS
 PV0552'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED ON THE
 PV0552'SUMMIT OF A LOW RIDGE WHICH LIES IN AN EAST-WEST DIRECTION AND
 PV0552'5 FEET EAST OF A STANDARD WITNESS POST.
 PV0552'
 PV0552'OBSERVATIONS WERE MADE FROM THE TOP OF A 4 FOOT STAND.
 PV0552
 PV0552                          STATION RECOVERY (1971)
 PV0552
 PV0552'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (JRP)
 PV0552'RECOVERED BY E.M. CLARK AND ASSOC
 PV0552'
 PV0552'TO REACH FROM THE JUNCTION OF STATE HWY. 59 AND U.S. HWY 14
 PV0552'AND 16 AT THE EAST EDGE OF GILLETTE, DRIVE SO. ON STATE HWY.
 PV0552'59 FOR 7.2 MI. TO Y-FORK AND T-ROAD LEFT.  TURN LEFT ONTO T-ROAD
 PV0552'AND DRIVE EAST FOR 6.4 MILES TO CROSSROAD.  CONTINUE STRAIGHT
 PV0552'AHEAD ON BLADED ROAD EAST AND SOUTH FOR 3.1 MI. TO A RANCH
 PV0552'ROAD LEFT AND SIGN READING, HERMAN PETERSON, TURN LEFT AND
 PV0552'DRIVE EAST ON BLADED ROAD FOR 1.1 MILES TO NEW RAILROAD,
 PV0552'CONTINUE ON BLADED ROAD 0.45 MI. TO RANCH BUILDING ON LEFT
 PV0552'CONTINUE ON BLADED ROAD 0.3 MI. TO FENCE LINE (N-S) AND
 PV0552'CATTLE GUARD, CONTINUE ON BLADED ROAD 0.65 MI. TO TRACK
 PV0552'ROAD LEFT (BLADED ROAD TURNS 90 DEG RT. AT THIS PT.) TAKE
 PV0552'TRACK ROAD 1.2 MI. TO Y-FORK.  TAKE LEFT FORK 0.95 MI. TO
 PV0552'FENCE LINE AND GATE, PROCEED THROUGH GATE.  0.1 MI. ON THE
 PV0552'TRACK ROAD TO Y-FORK.  TAKE RIGHT FORK 0.55 MI. TO FENCE
 PV0552'INTERSECTION AND TWO GATES.  PASS THROUGH BOTH GATES AND DRIVE
 PV0552'SOUTHEAST FOR 0.2 MI. TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1154 ***********************************************************************
 MO1154  DESIGNATION -  FOX
 MO1154  PID         -  MO1154
 MO1154  STATE/COUNTY-  WY/GOSHEN
 MO1154  USGS QUAD   -  C S RANCH (1990)
 MO1154
 MO1154                         *CURRENT SURVEY CONTROL
 MO1154  ___________________________________________________________________
 MO1154* NAD 83(1993)-  41 41 46.62606(N)    104 39 11.67464(W)     ADJUSTED  
 MO1154* NAVD 88     -      1664.     (meters)    5459.     (feet)  SCALED    
 MO1154  ___________________________________________________________________
 MO1154  LAPLACE CORR-          -9.56  (seconds)                    DEFLEC99
 MO1154  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 MO1154
 MO1154  HORZ ORDER  -  SECOND
 MO1154
 MO1154.The horizontal coordinates were established by classical geodetic methods
 MO1154.and adjusted by the National Geodetic Survey in January 1997..
 MO1154
 MO1154.The orthometric height was scaled from a topographic map.
 MO1154
 MO1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1154
 MO1154.The geoid height was determined by GEOID03.
 MO1154
 MO1154;                    North         East     Units Scale Factor Converg.
 MO1154;SPC WY E     -   132,973.470   242,736.614   MT  0.99995997   +0 20 29.5
 MO1154;UTM  13      - 4,616,114.072   528,853.766   MT  0.99961024   +0 13 50.4
 MO1154
 MO1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1154!SPC WY E     -   0.99974160  x   0.99995997  =   0.99970158
 MO1154!UTM  13      -   0.99974160  x   0.99961024  =   0.99935194
 MO1154
 MO1154|---------------------------------------------------------------------|
 MO1154| PID    Reference Object                     Distance      Geod. Az  |
 MO1154|                                                           dddmmss.s |
 MO1154| CQ3790 FOX RM 1                             16.811 METERS 17706     |
 MO1154| CQ3789 FOX AZ MK                                          1811633.2 |
 MO1154| CQ3791 FOX RM 2                             19.412 METERS 30456     |
 MO1154|---------------------------------------------------------------------|
 MO1154
 MO1154                          SUPERSEDED SURVEY CONTROL
 MO1154
 MO1154  NAD 83(1986)-  41 41 46.61001(N)    104 39 11.67425(W) AD(       ) 2
 MO1154  NAD 27      -  41 41 46.70630(N)    104 39 09.79970(W) AD(       ) 2
 MO1154
 MO1154.Superseded values are not recommended for survey control.
 MO1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1154.See file dsdata.txt to determine how the superseded data were derived.
 MO1154
 MO1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2885416114(NAD 83)
 MO1154_MARKER: DS = TRIANGULATION STATION DISK
 MO1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1154
 MO1154  HISTORY     - Date     Condition        Report By
 MO1154  HISTORY     - 1963     MONUMENTED       CGS
 MO1154
 MO1154                          STATION DESCRIPTION
 MO1154
 MO1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1154'THE STATION IS 8-3/4 MILES EAST AND 4 MILES SOUTH OF CHUGWATER,
 MO1154'IN THE NORTHWEST CORNER OF SECTION 22, R 65 W, T 20 N, AND ON
 MO1154'THE EAST RIGHT-OF-WAY OF A GRADED ROAD.
 MO1154'
 MO1154'TO REACH THE STATION FROM THE POST OFFICE IN CHUGWATER, GO SOUTH
 MO1154'ON U.S. HIGHWAY 87 FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT
 MO1154'AND GO EAST ON A BLACKTOP ROAD FOR 9.3 MILES TO A CROSSROAD
 MO1154'AND THE END OF BLACKTOP.  TURN RIGHT AND GO SOUTH ON A GRADED
 MO1154'ROAD FOR 1.05 MILES TO A CROSSROAD.  CONTINUE SOUTH ON THE
 MO1154'GRADED ROAD FOR 2.1 MILES TO THE TOP OF A SLIGHT GRADE AND
 MO1154'THE STATION ON THE LEFT.
 MO1154'
 MO1154'STATION MARKS ARE STANDARD DISKS STAMPED FOX 1963.  THE
 MO1154'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1154'SURFACE OF THE GROUND.  IT IS 58 FEET SOUTH OF THE CENTER
 MO1154'OF A WIRE GATE, 25 FEET EAST OF THE CENTER OF THE GRADED
 MO1154'ROAD, 4.5 FEET SOUTHWEST OF A METAL WITNESS POST AND 4 FEET
 MO1154'WEST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MO1154'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1154'
 MO1154'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FOX NO 1 1963,
 MO1154'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MO1154'IT IS 28 FEET EAST OF THE CENTER OF THE GRADED ROAD AND 1
 MO1154'FOOT WEST OF THE FENCE.
 MO1154'
 MO1154'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FOX NO 2 1963,
 MO1154'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MO1154'IT IS 29 FEET SOUTH OF A FENCE CORNER, 27 FEET WEST OF THE
 MO1154'CENTER OF THE GRADED ROAD, AND 1 FOOT EAST OF A FENCE.
 MO1154'
 MO1154'AZIMUTH MARK, A STANDARD DISK STAMPED FOX 1963, IS SET IN A
 MO1154'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 25.5 FEET
 MO1154'WEST OF THE CENTER OF THE GRADED ROAD, 2.5 FEET NORTH OF A
 MO1154'METAL WITNESS POST, AND 0.5 FOOT EAST OF A FENCE.
 MO1154'
 MO1154'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MO1154'GRADED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 MO1154'
 MO1154'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0476 ***********************************************************************
 MO0476  DESIGNATION -  FRAISE
 MO0476  PID         -  MO0476
 MO0476  STATE/COUNTY-  WY/ALBANY
 MO0476  USGS QUAD   -  DALE CREEK (1987)
 MO0476
 MO0476                         *CURRENT SURVEY CONTROL
 MO0476  ___________________________________________________________________
 MO0476* NAD 83(1993)-  41 06 56.72841(N)    105 24 11.84750(W)     ADJUSTED  
 MO0476* NAVD 88     -      2529.182  (meters)    8297.82   (feet)  ADJUSTED  
 MO0476  ___________________________________________________________________
 MO0476  LAPLACE CORR-          -9.80  (seconds)                    DEFLEC99
 MO0476  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 MO0476  DYNAMIC HT  -        2526.846 (meters)    8290.16  (feet)  COMP
 MO0476  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 MO0476
 MO0476  HORZ ORDER  -  THIRD
 MO0476  VERT ORDER  -  FIRST     CLASS II
 MO0476
 MO0476.The horizontal coordinates were established by classical geodetic methods
 MO0476.and adjusted by the National Geodetic Survey in January 1997..
 MO0476
 MO0476.The orthometric height was determined by differential leveling
 MO0476.and adjusted by the National Geodetic Survey in June 1991..
 MO0476
 MO0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0476
 MO0476.The geoid height was determined by GEOID03.
 MO0476
 MO0476.The dynamic height is computed by dividing the NAVD 88
 MO0476.geopotential number by the normal gravity value computed on the
 MO0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0476.degrees latitude (g = 980.6199 gals.).
 MO0476
 MO0476.The modeled gravity was interpolated from observed gravity values.
 MO0476
 MO0476;                    North         East     Units Scale Factor Converg.
 MO0476;SPC WY E     -    68,402.746   180,127.676   MT  0.99994236   -0 09 20.2
 MO0476;UTM  13      - 4,551,685.773   466,141.983   MT  0.99961411   -0 15 54.7
 MO0476
 MO0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0476!SPC WY E     -   0.99960534  x   0.99994236  =   0.99954773
 MO0476!UTM  13      -   0.99960534  x   0.99961411  =   0.99921961
 MO0476
 MO0476:                Primary Azimuth Mark                     Grid Az
 MO0476:SPC WY E     -  AMES MONUMENT                            014 22 46.9
 MO0476:UTM  13      -  AMES MONUMENT                            014 29 21.4
 MO0476
 MO0476|---------------------------------------------------------------------|
 MO0476| PID    Reference Object                     Distance      Geod. Az  |
 MO0476|                                                           dddmmss.s |
 MO0476| MO1233 AMES MONUMENT                       APPROX. 1.8 KM 0141326.7 |
 MO0476| MO1229 PORTLAND KANSAS CITY AWY BCN 9      APPROX. 9.4 KM 2204240.9 |
 MO0476|---------------------------------------------------------------------|
 MO0476
 MO0476                          SUPERSEDED SURVEY CONTROL
 MO0476
 MO0476  NAD 83(1993)-  41 06 56.71600(N)    105 24 11.84594(W) AD(       ) 3
 MO0476  NAD 83(1986)-  41 06 56.71566(N)    105 24 11.84573(W) AD(       ) 3
 MO0476  NAD 27      -  41 06 56.77869(N)    105 24 09.89563(W) AD(       ) 3
 MO0476  NGVD 29 (??/??/92) 2528.02   (m)         8294.0    (f) COMPUTED    1 2
 MO0476
 MO0476.Superseded values are not recommended for survey control.
 MO0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0476.See file dsdata.txt to determine how the superseded data were derived.
 MO0476
 MO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6614251686(NAD 83)
 MO0476_MARKER: DD = SURVEY DISK
 MO0476_SETTING: 80 = SET IN A BOULDER
 MO0476_SP_SET: GRANITE BOULDER
 MO0476_STAMPING: FRAISE FRAISE 1947
 MO0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0476+STABILITY: SURFACE MOTION
 MO0476
 MO0476  HISTORY     - Date     Condition        Report By
 MO0476  HISTORY     - 1947     MONUMENTED       USGS
 MO0476  HISTORY     - 1956     GOOD             NGS
 MO0476
 MO0476                          STATION DESCRIPTION
 MO0476
 MO0476'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO0476'STATION IS LOCATED IN NE. CORNER SEC. 12, T 13 N, R 72 W, ON A WOODED
 MO0476'TOP.
 MO0476'
 MO0476'TO REACH FROM LARAMIE POST OFFICE, GO 16.7 MI. E. ON U.S. HIGHWAY 30
 MO0476'TO CROSSROADS, GO RIGHT 0.25 MI. TO T-RD., GO RIGHT (S.) 1.1 MI. TO
 MO0476'AMES MOUNMENT, GO 1.0 MI. SSW. FROM MONUMENT TO GATE, PASS THRU GATE,
 MO0476'TURN LEFT AND SKIRT E. SIDE OF HILL TO S. END AND STATION.
 MO0476'
 MO0476'STATION MARK--STANDARD TABLET, SET IN LEDGE ROCK, STAMPED ---FRAISE
 MO0476'1947---.
 MO0476'
 MO0476'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---FRAISE NO. 1---,
 MO0476'14.90 FT. DISTANT.
 MO0476'
 MO0476'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---FRAISE NO. 2---,
 MO0476'14.17 FT. DISTANT.
 MO0476'
 MO0476'REFERENCE MARKS NO. 1 AND 2 ARE 20.88 FT. APART.
 MO0476
 MO0476                          STATION RECOVERY (1956)
 MO0476
 MO0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MO0476'3.5 MI NW FROM SHERMAN.
 MO0476'2.7 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0476'RAILROAD STATION SIGN AT SHERMAN, THENCE 0.6 MILE WEST ALONG A
 MO0476'FENCE, THENCE 0.2 MILE SOUTH ACROSS A PASTURE, ON TOP OF THE
 MO0476'SOUTH POINT OF A HILL, SET IN THE TOP OF A LARGE GRANITE BOULDER,
 MO0476'14.9 FEET SOUTHEAST OF BENCH MARK FRAISE R.M. 1 (U.S.G.S.), 14.2
 MO0476'FEET SOUTHWEST OF BENCH MARK FRAISE R.M. 2 (U.S.G.S.), IN THE
 MO0476'NORTHWEST 1/4 OF SECTION 7, TOWNSHIP 13 NORTH, RANGE 71 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0475 ***********************************************************************
 MO0475  DESIGNATION -  FRAISE RM 1
 MO0475  PID         -  MO0475
 MO0475  STATE/COUNTY-  WY/ALBANY
 MO0475  USGS QUAD   -  DALE CREEK (1987)
 MO0475
 MO0475                         *CURRENT SURVEY CONTROL
 MO0475  ___________________________________________________________________
 MO0475* NAD 83(1986)-  41 06 57.     (N)    105 24 12.     (W)     SCALED    
 MO0475* NAVD 88     -      2529.090  (meters)    8297.52   (feet)  ADJUSTED  
 MO0475  ___________________________________________________________________
 MO0475  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 MO0475  DYNAMIC HT  -        2526.754 (meters)    8289.86  (feet)  COMP
 MO0475  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 MO0475
 MO0475  VERT ORDER  -  FIRST     CLASS II
 MO0475
 MO0475.The horizontal coordinates were scaled from a topographic map and have
 MO0475.an estimated accuracy of +/- 6 seconds.
 MO0475
 MO0475.The orthometric height was determined by differential leveling
 MO0475.and adjusted by the National Geodetic Survey in June 1991..
 MO0475
 MO0475.The geoid height was determined by GEOID03.
 MO0475
 MO0475.The dynamic height is computed by dividing the NAVD 88
 MO0475.geopotential number by the normal gravity value computed on the
 MO0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0475.degrees latitude (g = 980.6199 gals.).
 MO0475
 MO0475.The modeled gravity was interpolated from observed gravity values.
 MO0475
 MO0475;                    North         East    Units  Estimated Accuracy
 MO0475;SPC WY E     -    68,410.      180,120.      MT  (+/- 180 meters Scaled)
 MO0475
 MO0475                          SUPERSEDED SURVEY CONTROL
 MO0475
 MO0475  NGVD 29 (??/??/92) 2527.928  (m)         8293.71   (f) ADJ UNCH    1 2
 MO0475
 MO0475.Superseded values are not recommended for survey control.
 MO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0475.See file dsdata.txt to determine how the superseded data were derived.
 MO0475
 MO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF661516(NAD 83)
 MO0475_MARKER: DD = SURVEY DISK
 MO0475_SETTING: 80 = SET IN A BOULDER
 MO0475_SP_SET: GRANITE BOULDER
 MO0475_STAMPING: FRAISE REF MK 1
 MO0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0475+STABILITY: SURFACE MOTION
 MO0475
 MO0475  HISTORY     - Date     Condition        Report By
 MO0475  HISTORY     - UNK      MONUMENTED       USGS
 MO0475  HISTORY     - 1956     GOOD             NGS
 MO0475
 MO0475                          STATION DESCRIPTION
 MO0475
 MO0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0475'3.5 MI NW FROM SHERMAN.
 MO0475'2.7 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0475'RAILROAD STATION SIGN AT SHERMAN, THENCE 0.6 MILE WEST ALONG A
 MO0475'FENCE, THENCE 0.2 MILE SOUTH ACROSS A PASTURE, ON TOP OF THE
 MO0475'SOUTH POINT OF A HILL, 14.9 FEET NORTHWEST OF BENCH MARK FRAISE
 MO0475'1947 (U.S.G.S.), SET IN THE TOP OF A GRANITE BOULDER, IN THE
 MO0475'NORTHWEST 1/4 OF SECTION 7, TOWNSHIP 13 NORTH, RANGE 71 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0474 ***********************************************************************
 MO0474  DESIGNATION -  FRAISE RM 2
 MO0474  PID         -  MO0474
 MO0474  STATE/COUNTY-  WY/ALBANY
 MO0474  USGS QUAD   -  DALE CREEK (1987)
 MO0474
 MO0474                         *CURRENT SURVEY CONTROL
 MO0474  ___________________________________________________________________
 MO0474* NAD 83(1986)-  41 06 57.     (N)    105 24 12.     (W)     SCALED    
 MO0474* NAVD 88     -      2528.207  (meters)    8294.63   (feet)  ADJUSTED  
 MO0474  ___________________________________________________________________
 MO0474  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 MO0474  DYNAMIC HT  -        2525.871 (meters)    8286.96  (feet)  COMP
 MO0474  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 MO0474
 MO0474  VERT ORDER  -  FIRST     CLASS II
 MO0474
 MO0474.The horizontal coordinates were scaled from a topographic map and have
 MO0474.an estimated accuracy of +/- 6 seconds.
 MO0474
 MO0474.The orthometric height was determined by differential leveling
 MO0474.and adjusted by the National Geodetic Survey in June 1991..
 MO0474
 MO0474.The geoid height was determined by GEOID03.
 MO0474
 MO0474.The dynamic height is computed by dividing the NAVD 88
 MO0474.geopotential number by the normal gravity value computed on the
 MO0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0474.degrees latitude (g = 980.6199 gals.).
 MO0474
 MO0474.The modeled gravity was interpolated from observed gravity values.
 MO0474
 MO0474;                    North         East    Units  Estimated Accuracy
 MO0474;SPC WY E     -    68,410.      180,120.      MT  (+/- 180 meters Scaled)
 MO0474
 MO0474                          SUPERSEDED SURVEY CONTROL
 MO0474
 MO0474  NGVD 29 (??/??/92) 2527.043  (m)         8290.81   (f) ADJ UNCH    1 2
 MO0474
 MO0474.Superseded values are not recommended for survey control.
 MO0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0474.See file dsdata.txt to determine how the superseded data were derived.
 MO0474
 MO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF661516(NAD 83)
 MO0474_MARKER: DD = SURVEY DISK
 MO0474_SETTING: 80 = SET IN A BOULDER
 MO0474_SP_SET: GRANITE BOULDER
 MO0474_STAMPING: FRAISE REF MK 2
 MO0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0474+STABILITY: SURFACE MOTION
 MO0474
 MO0474  HISTORY     - Date     Condition        Report By
 MO0474  HISTORY     - UNK      MONUMENTED       USGS
 MO0474  HISTORY     - 1956     GOOD             NGS
 MO0474
 MO0474                          STATION DESCRIPTION
 MO0474
 MO0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0474'3.5 MI NW FROM SHERMAN.
 MO0474'2.7 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0474'RAILROAD STATION SIGN AT SHERMAN, THENCE 0.6 MILE WEST ALONG A
 MO0474'FENCE, THENCE 0.2 MILE SOUTH ACROSS A PASTURE, ON TOP OF THE
 MO0474'SOUTH POINT OF A HILL, 14.2 FEET NORTHEAST OF BENCH MARK FRAISE
 MO0474'1947 (U.S.G.S.), SET IN THE TOP OF A GRANITE BOULDER, IN THE
 MO0474'NORTHWEST 1/4 OF SECTION 7, TOWNSHIP 13 NORTH, RANGE 71 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1211 ***********************************************************************
 MO1211  DESIGNATION -  FRANCIS
 MO1211  PID         -  MO1211
 MO1211  STATE/COUNTY-  WY/LARAMIE
 MO1211  USGS QUAD   -  SILVER CROWN (1978)
 MO1211
 MO1211                         *CURRENT SURVEY CONTROL
 MO1211  ___________________________________________________________________
 MO1211* NAD 83(1993)-  41 12 02.70107(N)    105 03 08.60430(W)     ADJUSTED  
 MO1211* NAVD 88     -      2064.     (meters)    6772.     (feet)  SCALED    
 MO1211  ___________________________________________________________________
 MO1211  LAPLACE CORR-         -14.77  (seconds)                    DEFLEC99
 MO1211  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 MO1211
 MO1211  HORZ ORDER  -  THIRD
 MO1211
 MO1211.The horizontal coordinates were established by classical geodetic methods
 MO1211.and adjusted by the National Geodetic Survey in January 1997..
 MO1211
 MO1211.The orthometric height was scaled from a topographic map.
 MO1211
 MO1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1211
 MO1211.The geoid height was determined by GEOID03.
 MO1211
 MO1211;                    North         East     Units Scale Factor Converg.
 MO1211;SPC WY E     -    77,820.467   209,584.852   MT  0.99993863   +0 04 31.0
 MO1211;UTM  13      - 4,561,043.962   495,607.309   MT  0.99960024   -0 02 04.2
 MO1211
 MO1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1211!SPC WY E     -   0.99967864  x   0.99993863  =   0.99961729
 MO1211!UTM  13      -   0.99967864  x   0.99960024  =   0.99927901
 MO1211
 MO1211:                Primary Azimuth Mark                     Grid Az
 MO1211:SPC WY E     -  ANZAC                                    051 40 45.4
 MO1211:UTM  13      -  ANZAC                                    051 47 20.6
 MO1211
 MO1211|---------------------------------------------------------------------|
 MO1211| PID    Reference Object                     Distance      Geod. Az  |
 MO1211|                                                           dddmmss.s |
 MO1211| MO1210 ANZAC                               APPROX. 3.9 KM 0514516.4 |
 MO1211|---------------------------------------------------------------------|
 MO1211
 MO1211                          SUPERSEDED SURVEY CONTROL
 MO1211
 MO1211  NAD 83(1986)-  41 12 02.68509(N)    105 03 08.60146(W) AD(       ) 3
 MO1211  NAD 27      -  41 12 02.75658(N)    105 03 06.69445(W) AD(       ) 3
 MO1211
 MO1211.Superseded values are not recommended for survey control.
 MO1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1211.See file dsdata.txt to determine how the superseded data were derived.
 MO1211
 MO1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9560761044(NAD 83)
 MO1211_MARKER: DD = SURVEY DISK
 MO1211_SETTING: 0 = UNSPECIFIED SETTING
 MO1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1211
 MO1211  HISTORY     - Date     Condition        Report By
 MO1211  HISTORY     - 1947     MONUMENTED       USGS
 MO1211  HISTORY     - 1961     GOOD             USGS
 MO1211
 MO1211                          STATION DESCRIPTION
 MO1211
 MO1211'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1211'STATION IS LOCATED ON HIGH POINT OF RIDGE, IN THE NW. 1/4 OF SEC. 7,
 MO1211'T 14 N, R 68 W.
 MO1211'
 MO1211'TO REACH FROM CHEYENNE POST OFFICE, GO N. 6.3 MI. ON U.S. HIGHWAYS 85
 MO1211'AND 87 TO T-RD., TURN LEFT (W.) AND GO 8.0 MI. TO FORK, CONTINUE W.
 MO1211'3.5 MI. TO RANCH, PASS THROUGH YARD AND GO W. 0.3 MI. TO GATE, PASS
 MO1211'THROUGH GATE AND FOLLOW FENCE 0.3 MI. S., GO SW. 0.7 MI. TO GATE,
 MO1211'STATION IS 0.25 MI. SSE. AT TOP OF RIDGE.
 MO1211
 MO1211                          STATION RECOVERY (1961)
 MO1211
 MO1211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JBF)
 MO1211'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED
 MO1211'---FRANCIS 1947---.
 MO1211'
 MO1211'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---FRANCIS
 MO1211'NO. 1---, SET IN CONCRETE POST, 78.48 FT. NE. OF STATION.
 MO1211'
 MO1211'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---FRANCIS
 MO1211'NO. 2---, SET IN CONCRETE POST, 71.75 FT. SE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0325 ***********************************************************************
 OW0325  DESIGNATION -  FRANCS PK 2
 OW0325  PID         -  OW0325
 OW0325  STATE/COUNTY-  WY/PARK
 OW0325  USGS QUAD   -  FRANCS PEAK (1991)
 OW0325
 OW0325                         *CURRENT SURVEY CONTROL
 OW0325  ___________________________________________________________________
 OW0325* NAD 83(1993)-  43 57 40.58685(N)    109 20 21.19337(W)     ADJUSTED  
 OW0325* NAVD 88     -      4012.3    (meters)   13164.     (feet)  VERTCON   
 OW0325  ___________________________________________________________________
 OW0325  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 OW0325  GEOID HEIGHT-          -7.90  (meters)                     GEOID03
 OW0325
 OW0325  HORZ ORDER  -  THIRD
 OW0325
 OW0325.The horizontal coordinates were established by classical geodetic methods
 OW0325.and adjusted by the National Geodetic Survey in January 1997..
 OW0325
 OW0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0325
 OW0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0325
 OW0325.The geoid height was determined by GEOID03.
 OW0325
 OW0325;                    North         East     Units Scale Factor Converg.
 OW0325;SPC WYWC     -   384,615.473   552,713.072   MT  0.99996499   -0 24 32.5
 OW0325;UTM  12      - 4,868,912.320   633,238.813   MT  0.99981834   +1 09 10.9
 OW0325
 OW0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0325!SPC WYWC     -   0.99937248  x   0.99996499  =   0.99933750
 OW0325!UTM  12      -   0.99937248  x   0.99981834  =   0.99919094
 OW0325
 OW0325:                Primary Azimuth Mark                     Grid Az
 OW0325:SPC WYWC     -  JACKS                                    324 39 00.3
 OW0325:UTM  12      -  JACKS                                    323 05 16.9
 OW0325
 OW0325|---------------------------------------------------------------------|
 OW0325| PID    Reference Object                     Distance      Geod. Az  |
 OW0325|                                                           dddmmss.s |
 OW0325| OW0324 JACKS                               APPROX. 3.9 KM 3241427.8 |
 OW0325|---------------------------------------------------------------------|
 OW0325
 OW0325                          SUPERSEDED SURVEY CONTROL
 OW0325
 OW0325  NAD 83(1986)-  43 57 40.57673(N)    109 20 21.18181(W) AD(       ) 3
 OW0325  NAD 27      -  43 57 40.74369(N)    109 20 18.63946(W) AD(       ) 3
 OW0325  NGVD 29 (07/19/86) 4010.6    (m)        13158.     (f) VERT ANG       
 OW0325
 OW0325.Superseded values are not recommended for survey control.
 OW0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0325.See file dsdata.txt to determine how the superseded data were derived.
 OW0325
 OW0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP3323968912(NAD 83)
 OW0325
 OW0325  HISTORY     - Date     Condition        Report By
 OW0325  HISTORY     - UNK      MONUMENTED
 OW0325  HISTORY     - 1954     SEE DESCRIPTION  USGS
 OW0325
 OW0325                          STATION DESCRIPTION
 OW0325
 OW0325'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0325'STATION IS LOCATED IN PARK COUNTY, WYOMING, 2.0 MI. AIR NE. OF THE
 OW0325'GREYBULL RIVER AND 5.5 MI. AIR NW. OF THE WOOD RIVER.  THE ORIGINAL
 OW0325'USGS STATION MARK ESTABLISHED BY R.B.ROBERTSON IN 1904, A COPPER  PEG
 OW0325'WAS FOUND LOOSE IN THE EDGE OF THE REMAINS OF A CAIRN.  IT WAS
 OW0325'IMPOSSIBLE TO DETERMINE THE ORIGINAL POSITION OF THE PEG.  THE NEW
 OW0325'TABLET IN THE PLACED ROCK IS IN THE CENTER OF THE REMAINS OF THE CAIRN
 OW0325'AND AT GROUND LEVEL.
 OW0325'
 OW0325'TO REACH STATION FROM THE JUNCTION OF THE GREYBULL RIVER AND COW CREEK
 OW0325'TAKE TRAIL DOWN GREYBULL RIVER ABOUT 1 MI. TO TRAIL JUNCTION, TAKE
 OW0325'RIGHT FORK ABOUT 3.0 MI. TO TOP OF RIDGE NEAR STATION JACKS, TURN
 OW0325'RIGHT ALONG RIDGE ANOTHER 2.5 MI. TO END OF HORSE TRAVEL, CONTINUE
 OW0325'UPHILL ONE HOUR BACK PACK TO TOP AND STATION.
 OW0325'
 OW0325'STATION MARK - STANDARD USGS TABLET SET IN PLACED ROCK AND STAMPED
 OW0325'---FRANCS PK.2 1954---.
 OW0325'
 OW0325'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0494 ***********************************************************************
 NR0494  DESIGNATION -  FRANK
 NR0494  PID         -  NR0494
 NR0494  STATE/COUNTY-  WY/FREMONT
 NR0494  USGS QUAD   -  STAMPEDE MEADOW (1984)
 NR0494
 NR0494                         *CURRENT SURVEY CONTROL
 NR0494  ___________________________________________________________________
 NR0494* NAD 83(1993)-  42 35 57.63709(N)    107 47 47.81320(W)     ADJUSTED  
 NR0494* NAVD 88     -      2147.3    (meters)    7045.     (feet)  VERTCON   
 NR0494  ___________________________________________________________________
 NR0494  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 NR0494  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 NR0494
 NR0494  HORZ ORDER  -  THIRD
 NR0494
 NR0494.The horizontal coordinates were established by classical geodetic methods
 NR0494.and adjusted by the National Geodetic Survey in January 1997..
 NR0494
 NR0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0494
 NR0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0494
 NR0494.The geoid height was determined by GEOID03.
 NR0494
 NR0494;                    North         East     Units Scale Factor Converg.
 NR0494;SPC WYWC     -   233,588.729   678,238.568   MT  1.00001278   +0 38 43.3
 NR0494;UTM  13      - 4,720,115.695   270,569.307   MT  1.00024767   -1 53 37.5
 NR0494
 NR0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0494!SPC WYWC     -   0.99966529  x   1.00001278  =   0.99967806
 NR0494!UTM  13      -   0.99966529  x   1.00024767  =   0.99991288
 NR0494
 NR0494:                Primary Azimuth Mark                     Grid Az
 NR0494:SPC WYWC     -  MCINTOSH                                 223 03 59.5
 NR0494:UTM  13      -  MCINTOSH                                 225 36 20.3
 NR0494
 NR0494|---------------------------------------------------------------------|
 NR0494| PID    Reference Object                     Distance      Geod. Az  |
 NR0494|                                                           dddmmss.s |
 NR0494| NR0495 MCINTOSH                            APPROX. 8.2 KM 2234242.8 |
 NR0494|---------------------------------------------------------------------|
 NR0494
 NR0494                          SUPERSEDED SURVEY CONTROL
 NR0494
 NR0494  NAD 83(1986)-  42 35 57.62426(N)    107 47 47.81275(W) AD(       ) 3
 NR0494  NAD 27      -  42 35 57.77978(N)    107 47 45.53286(W) AD(       ) 3
 NR0494  NGVD 29 (07/19/86) 2146.3    (m)         7042.     (f) VERT ANG       
 NR0494
 NR0494.Superseded values are not recommended for survey control.
 NR0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0494.See file dsdata.txt to determine how the superseded data were derived.
 NR0494
 NR0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7056920116(NAD 83)
 NR0494_MARKER: DD = SURVEY DISK
 NR0494_SETTING: 66 = SET IN ROCK OUTCROP
 NR0494_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NR0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0494+STABILITY: POSITION/ELEVATION WELL
 NR0494
 NR0494  HISTORY     - Date     Condition        Report By
 NR0494  HISTORY     - 1948     MONUMENTED       USGS
 NR0494
 NR0494                          STATION DESCRIPTION
 NR0494
 NR0494'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0494'STATION IS LOCATED IN SE. 1/4 OF SEC. 1, T 30 N, R 92 W.
 NR0494'
 NR0494'STATION IS BEST REACHED FROM A JUNCTION POINT OF THE SWEETWATER RIVER
 NR0494'AND U.S. HIGHWAY 287, LOCATED ABOUT 43 MI. E. OF LANDER, WYOMING, AT
 NR0494'A POINT KNOWN LOCALLY AS SWEETWATER STATION.  FROM THE BRIDGE OVER
 NR0494'THE SWEETWATER RIVER, PROCEED E. ON U.S. HIGHWAY 287 18.1 MI. TO DIRT
 NR0494'RD. N. AND GRIEVE RANCH.  CONTINUE N. ON GRIEVE RANCH RD. 2.6 MI. TO
 NR0494'RANCH.  PROCEED THRU GATE ON NW. SIDE OF HOUSE 0.1 MI. TO RD. FORK.
 NR0494'RIGHT FORK N. 0.2 MI. TO RD. FORK.  LEFT FORK W. 1.1 MI. TO RD. FORK.
 NR0494'RIGHT FORK NE. 1.6 MI. TO RD. FORK.  CONTINUE ON RIGHT FORK N. 1.4 MI.
 NR0494'TO LARGE DRAIN HEADING NW. UP MOUNTAIN.  STATION LIES ABOUT 1.0 MI.
 NR0494'NW. OF THIS POINT AND ON THE HIGHEST POINT OF THE HILL.
 NR0494'
 NR0494'STATION MARK--STANDARD USGS BRONZE TABLET CEMENTED IN A DRILL HOLE IN
 NR0494'ROCK, STAMPED ---FRANK 1948---.
 NR0494'
 NR0494'REFERENCE MARK NO. 1--STANDARD USGS BRONZE TABLET CEMENTED IN A DRILL
 NR0494'HOLE IN ROCK, 82.89 FT. FROM STATION, S 32 DEG 03 MIN W.
 NR0494'
 NR0494'REFERENCE MARK NO. 2--STANDARD USGS BRONZE TABLET CEMENTED IN A DRILL
 NR0494'HOLE, 62.19 FT. FROM STATION, N 16 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1236 ***********************************************************************
 PY1236  DESIGNATION -  FRANK
 PY1236  PID         -  PY1236
 PY1236  STATE/COUNTY-  WY/TETON
 PY1236  USGS QUAD   -  FRANK ISLAND (1986)
 PY1236
 PY1236                         *CURRENT SURVEY CONTROL
 PY1236  ___________________________________________________________________
 PY1236* NAD 83(1993)-  44 25 33.26996(N)    110 21 19.13641(W)     ADJUSTED  
 PY1236* NAVD 88     -      2358.8    (meters)    7739.     (feet)  VERTCON   
 PY1236  ___________________________________________________________________
 PY1236  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 PY1236  GEOID HEIGHT-          -8.28  (meters)                     GEOID03
 PY1236
 PY1236  HORZ ORDER  -  THIRD
 PY1236
 PY1236.The horizontal coordinates were established by classical geodetic methods
 PY1236.and adjusted by the National Geodetic Survey in January 1997..
 PY1236
 PY1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1236
 PY1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1236
 PY1236.The geoid height was determined by GEOID03.
 PY1236
 PY1236;                    North         East     Units Scale Factor Converg.
 PY1236;SPC WY W     -   536,107.743   778,343.340   MT  0.99994327   -0 11 25.4
 PY1236;UTM  12      - 4,919,381.400   551,315.840   MT  0.99963238   +0 27 04.6
 PY1236
 PY1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1236!SPC WY W     -   0.99963158  x   0.99994327  =   0.99957487
 PY1236!UTM  12      -   0.99963158  x   0.99963238  =   0.99926410
 PY1236
 PY1236:                Primary Azimuth Mark                     Grid Az
 PY1236:SPC WY W     -  PARK                                     077 30 15.7
 PY1236:UTM  12      -  PARK                                     076 51 45.7
 PY1236
 PY1236|---------------------------------------------------------------------|
 PY1236| PID    Reference Object                     Distance      Geod. Az  |
 PY1236|                                                           dddmmss.s |
 PY1236| PY1234 PARK                                APPROX. 4.8 KM 0771850.3 |
 PY1236|---------------------------------------------------------------------|
 PY1236
 PY1236                          SUPERSEDED SURVEY CONTROL
 PY1236
 PY1236  NAD 83(1993)-  44 25 33.26639(N)    110 21 19.13451(W) AD(       ) 3
 PY1236  NAD 83(1986)-  44 25 33.25753(N)    110 21 19.12370(W) AD(       ) 3
 PY1236  NAD 27      -  44 25 33.46379(N)    110 21 16.39877(W) AD(       ) 3
 PY1236  NGVD 29 (07/19/86) 2357.5    (m)         7735.     (f) VERT ANG       
 PY1236
 PY1236.Superseded values are not recommended for survey control.
 PY1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1236.See file dsdata.txt to determine how the superseded data were derived.
 PY1236
 PY1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5131619381(NAD 83)
 PY1236
 PY1236  HISTORY     - Date     Condition        Report By
 PY1236  HISTORY     - UNK      MONUMENTED
 PY1236  HISTORY     - 1959     GOOD             USGS
 PY1236
 PY1236                          STATION DESCRIPTION
 PY1236
 PY1236'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PY1236'STATION IS LOCATED ABOUT 9 MI. (AIRLINE) S. OF LAKE, YELLOWSTONE
 PY1236'PARK, WYOMING, AND ABOUT 11 MI. (AIRLINE) E. OF WEST THUMB,
 PY1236'YELLOWSTONE PARK, WYOMING, IN THE SOUTHERN HALF OF YELLOWSTONE
 PY1236'LAKE, ON THE NE. POINT OF FRANK ISLAND.
 PY1236'
 PY1236'TO REACH STATION FROM LAKE, YELLOWSTONE PARK, WYOMING, PROCEED S. BY
 PY1236'BOAT ON YELLOWSTONE LAKE TO FRANK ISLAND, ALONG THE E. SHORE LINE OF
 PY1236'THE MOST NORTHERN POINT ON THE E. EDGE AND ABOUT 115 FT. W. OF THE
 PY1236'WATERLINE.
 PY1236'
 PY1236'RECOVERED.
 PY1236'
 PY1236'STATION MARK--STANDARD TABLET, IN 3/4 IN. IRON PIPE SET FLUSH WITH
 PY1236'BEACH, STAMPED ---FRANK 1955 7734---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1272 ***********************************************************************
 PY1272  CBN         -  This is a Cooperative Base Network Control Station.
 PY1272  DESIGNATION -  FRANK ISLAND
 PY1272  PID         -  PY1272
 PY1272  STATE/COUNTY-  WY/TETON
 PY1272  USGS QUAD   -  FRANK ISLAND (1986)
 PY1272
 PY1272                         *CURRENT SURVEY CONTROL
 PY1272  ___________________________________________________________________
 PY1272* NAD 83(1993)-  44 24 47.35953(N)    110 21 14.03637(W)     ADJUSTED  
 PY1272* NAVD 88     -      2360.2    (meters)    7743.     (feet)  GPS OBS   
 PY1272  ___________________________________________________________________
 PY1272  X           -  -1,587,839.352 (meters)                     COMP
 PY1272  Y           -  -4,280,109.151 (meters)                     COMP
 PY1272  Z           -   4,442,646.064 (meters)                     COMP
 PY1272  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 PY1272  ELLIP HEIGHT-        2352.09  (meters)          (09/07/01) GPS OBS
 PY1272  GEOID HEIGHT-          -8.24  (meters)                     GEOID03
 PY1272
 PY1272  HORZ ORDER  -  B
 PY1272  ELLP ORDER  -  FOURTH    CLASS I
 PY1272
 PY1272.The horizontal coordinates were established by GPS observations
 PY1272.and adjusted by the National Geodetic Survey in May 1992..
 PY1272
 PY1272.The orthometric height was determined by GPS observations and a
 PY1272.high-resolution geoid model.
 PY1272
 PY1272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1272
 PY1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1272
 PY1272.The ellipsoidal height was determined by GPS observations
 PY1272.and is referenced to NAD 83.
 PY1272
 PY1272.The geoid height was determined by GEOID03.
 PY1272
 PY1272;                    North         East     Units Scale Factor Converg.
 PY1272;SPC WY W     -   534,690.350   778,451.460   MT  0.99994321   -0 11 21.7
 PY1272;UTM  12      - 4,917,965.747   551,439.786   MT  0.99963254   +0 27 07.8
 PY1272
 PY1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1272!SPC WY W     -   0.99963133  x   0.99994321  =   0.99957457
 PY1272!UTM  12      -   0.99963133  x   0.99963254  =   0.99926401
 PY1272
 PY1272                          SUPERSEDED SURVEY CONTROL
 PY1272
 PY1272  ELLIP H (05/15/92) 2352.16   (m)                       GP(       ) 4 2
 PY1272  NAD 83(1993)-  44 24 47.35119(N)    110 21 14.01836(W) AD(       ) 1
 PY1272  NGVD 29 (04/22/91) 2358.8    (m)         7739.     (f) GPS OBS        
 PY1272
 PY1272.Superseded values are not recommended for survey control.
 PY1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1272.See file dsdata.txt to determine how the superseded data were derived.
 PY1272
 PY1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5144017966(NAD 83)
 PY1272_MARKER: I = METAL ROD
 PY1272_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 PY1272_SP_SET: OBJECT DRIVEN INTO GROUND
 PY1272_MAGNETIC: I = MARKER IS A STEEL ROD
 PY1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1272+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1272
 PY1272  HISTORY     - Date     Condition        Report By
 PY1272  HISTORY     - 1987     MONUMENTED       NGS
 PY1272
 PY1272                          STATION DESCRIPTION
 PY1272
 PY1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1272'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF YELLOWSTONE
 PY1272'NATIONAL PARK, NEAR THE CENTER OF YELLOWSTONE LAKE,
 PY1272'5.3 KM (3.3 MI) SOUTHWEST OF PARK POINT,
 PY1272'4.8 KM (3.0 MI) EAST OF WOLF POINT,
 PY1272'3.2 KM (2.0 MI) NORTH OF PLOVER POINT, ON THE SOUTHEAST END OF FRANK
 PY1272'ISLAND.
 PY1272'OWNERSHIP--NATIONAL PARK SERVICE.
 PY1272'
 PY1272'THE STATION WAS REACHED BY BOAT FROM THE BRIDGE BAY MARINA ON LAKE
 PY1272'YELLOWSTONE BY GOING SOUTHERLY TO FRANK ISLAND AND THE STATION, ON
 PY1272'THE SOUTHEAST END OF ISLAND, ON A SPIT.
 PY1272'
 PY1272'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 PY1272'THAT IS ---UNSTAMPED---,
 PY1272'DRIVEN TO A DEPTH OF 22.9 METERS (75.0 FT), RECESSED 4 CM BELOW
 PY1272'GROUND, ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE STAMPED---FRANK
 PY1272'ISL 1987---, FLUSH WITH GROUND.  LOCATED
 PY1272'46.2 METERS (151.6 FT) EAST-SOUTHEAST FROM A WOODEN BOAT DOCK,
 PY1272'25.5 METERS (83.7 FT) NORTH FROM THE SOUTH EDGE OF SPIT AND
 PY1272'11.5 METERS (37.7 FT) SOUTH FROM THE NORTH EDGE OF SPIT.
 PY1272'
 PY1272'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1272'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1272'
 PY1272'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1272'
 PY1272'DESCRIBED BY S.E. RANDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0323 ***********************************************************************
 OW0323  DESIGNATION -  FRANKS PEAK CAIRN
 OW0323  PID         -  OW0323
 OW0323  STATE/COUNTY-  WY/PARK
 OW0323  USGS QUAD   -  FRANCS PEAK (1991)
 OW0323
 OW0323                         *CURRENT SURVEY CONTROL
 OW0323  ___________________________________________________________________
 OW0323* NAD 83(1993)-  43 57 40.55565(N)    109 20 21.21635(W)     ADJUSTED  
 OW0323* NAVD 88     -                                                        
 OW0323  ___________________________________________________________________
 OW0323  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 OW0323  GEOID HEIGHT-          -7.90  (meters)                     GEOID03
 OW0323
 OW0323  HORZ ORDER  -  THIRD
 OW0323
 OW0323.The horizontal coordinates were established by classical geodetic methods
 OW0323.and adjusted by the National Geodetic Survey in January 1997..
 OW0323
 OW0323
 OW0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0323
 OW0323.The geoid height was determined by GEOID03.
 OW0323
 OW0323;                    North         East     Units Scale Factor Converg.
 OW0323;SPC WYWC     -   384,614.513   552,712.553   MT  0.99996499   -0 24 32.5
 OW0323;UTM  12      - 4,868,911.347   633,238.320   MT  0.99981834   +1 09 10.9
 OW0323
 OW0323                          SUPERSEDED SURVEY CONTROL
 OW0323
 OW0323  NAD 83(1986)-  43 57 40.54347(N)    109 20 21.20040(W) AD(       ) 4
 OW0323  NAD 27      -  43 57 40.68000(N)    109 20 18.66000(W) AD(       ) 3
 OW0323
 OW0323.Superseded values are not recommended for survey control.
 OW0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0323.See file dsdata.txt to determine how the superseded data were derived.
 OW0323
 OW0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP3323868911(NAD 83)
 OW0323_MARKER: 72 = CAIRN
 OW0323
 OW0323  HISTORY     - Date     Condition        Report By
 OW0323  HISTORY     - 1946     FIRST OBSERVED   USGS
 OW0323
 OW0323                          STATION DESCRIPTION
 OW0323
 OW0323'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0663 ***********************************************************************
 NQ0663  DESIGNATION -  FRED
 NQ0663  PID         -  NQ0663
 NQ0663  STATE/COUNTY-  WY/CONVERSE
 NQ0663  USGS QUAD   -  ROOT CREEK (1964)
 NQ0663
 NQ0663                         *CURRENT SURVEY CONTROL
 NQ0663  ___________________________________________________________________
 NQ0663* NAD 83(1993)-  42 41 03.57283(N)    105 46 44.65447(W)     ADJUSTED  
 NQ0663* NAVD 88     -      2073.     (meters)    6801.     (feet)  VERTCON   
 NQ0663  ___________________________________________________________________
 NQ0663  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 NQ0663  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NQ0663
 NQ0663  HORZ ORDER  -  THIRD
 NQ0663
 NQ0663.The horizontal coordinates were established by classical geodetic methods
 NQ0663.and adjusted by the National Geodetic Survey in January 1997..
 NQ0663
 NQ0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0663
 NQ0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0663
 NQ0663.The geoid height was determined by GEOID03.
 NQ0663
 NQ0663;                    North         East     Units Scale Factor Converg.
 NQ0663;SPC WY E     -   242,769.671   149,812.168   MT  0.99996848   -0 24 54.7
 NQ0663;UTM  13      - 4,726,054.875   436,174.962   MT  0.99965012   -0 31 41.5
 NQ0663
 NQ0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0663!SPC WY E     -   0.99967699  x   0.99996848  =   0.99964548
 NQ0663!UTM  13      -   0.99967699  x   0.99965012  =   0.99932723
 NQ0663
 NQ0663                          SUPERSEDED SURVEY CONTROL
 NQ0663
 NQ0663  NAD 83(1986)-  42 41 03.55559(N)    105 46 44.64020(W) AD(       ) 3
 NQ0663  NAD 27      -  42 41 03.67628(N)    105 46 42.63924(W) AD(       ) 3
 NQ0663  NGVD 29 (07/19/86) 2072.     (m)         6798.     (f) VERT ANG       
 NQ0663
 NQ0663.Superseded values are not recommended for survey control.
 NQ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0663.See file dsdata.txt to determine how the superseded data were derived.
 NQ0663
 NQ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3617526055(NAD 83)
 NQ0663_MARKER: DD = SURVEY DISK
 NQ0663_SETTING: 0 = UNSPECIFIED SETTING
 NQ0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0663
 NQ0663  HISTORY     - Date     Condition        Report By
 NQ0663  HISTORY     - 1947     MONUMENTED       USGS
 NQ0663
 NQ0663                          STATION DESCRIPTION
 NQ0663
 NQ0663'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0663'STATION LOCATED ABOUT 19 MI. W. OF DOUGLAS, WYOMING, ON HIGH GRASSY
 NQ0663'POINT WITH SCATTERED ROCKS, ABOUT 1/2 MI. E. OF BOX ELDER RD., ABOUT
 NQ0663'1 MI. ENE. OF THE PHILBRICK RANCH.
 NQ0663'
 NQ0663'TO REACH STATION FROM RAILROAD STATION IN DOUGLAS, PROCEED W. ON U.S.
 NQ0663'HIGHWAYS 20 AND 87 12.6 MI. TO NATURAL BRIDGE FILLING STATION ON LEFT
 NQ0663'(S.) SIDE OF HIGHWAY.  GO S. 2.2 MI. TO CROSSROADS, TURN RIGHT, GO
 NQ0663'1.55 MI. TO RIGHT ANGLE TURN TO LEFT (S.).  FOLLOW WELL TRAVELED RD.
 NQ0663'S. 3.9 MI. TO TOP OF PASS AND CATTLEGUARD.  CONTINUE S. FOLLOWING
 NQ0663'WINDING RD. 3.9 MI. TO CROSSROADS.  TURN RIGHT (W.) AND GO 2.0 MI.
 NQ0663'TO Y-FORK.  FOLLOW MOST USED RD. TO LEFT AND GO 2.5 MI. TO LEFT TURN
 NQ0663'OF MAIN RD.  TURN RIGHT (N.) AND PASS THRU GATE.  THEN GO 100 YDS. TO
 NQ0663'ANOTHER GATE ON THE LEFT (W.).  PASS THRU GATE AND GO NW. FOLLOWING
 NQ0663'NEAR TOP OF RIDGE 1.3 MI. TO END OF RIDGE, HIGH POINT AND STATION.
 NQ0663'
 NQ0663'STATION MARK--STANDARD TABLET STAMPED ---FRED 1947--- SET IN GRANITE
 NQ0663'ROCK AT S. EDGE OF LOW ROCK PILE ON HIGHEST POINT.
 NQ0663'
 NQ0663'REFERENCE MARK NO. 1--CHISELED ARROW 6 IN. LONG ON FLAT TOP ROCK
 NQ0663'LOCATED 23.50 FT. W. OF STATION MARK.
 NQ0663'
 NQ0663'REFERENCE MARK NO. 2--CHISELED ARROW 6 IN. LONG ON ROUND TOP ROCK
 NQ0663'LOCATED 27.40 FT. S. AND LITTLE E. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0519 ***********************************************************************
 PW0519  DESIGNATION -  FREEZE OUT
 PW0519  PID         -  PW0519
 PW0519  STATE/COUNTY-  WY/SHERIDAN
 PW0519  USGS QUAD   -  SKULL RIDGE (1993)
 PW0519
 PW0519                         *CURRENT SURVEY CONTROL
 PW0519  ___________________________________________________________________
 PW0519* NAD 83(1993)-  44 51 37.18292(N)    107 26 31.80797(W)     ADJUSTED  
 PW0519* NAVD 88     -      2532.5    (meters)    8309.     (feet)  VERTCON   
 PW0519  ___________________________________________________________________
 PW0519  LAPLACE CORR-         -16.52  (seconds)                    DEFLEC99
 PW0519  GEOID HEIGHT-         -10.52  (meters)                     GEOID03
 PW0519
 PW0519  HORZ ORDER  -  FIRST
 PW0519
 PW0519.The horizontal coordinates were established by classical geodetic methods
 PW0519.and adjusted by the National Geodetic Survey in January 1997..
 PW0519
 PW0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0519
 PW0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0519
 PW0519.The geoid height was determined by GEOID03.
 PW0519
 PW0519;                    North         East     Units Scale Factor Converg.
 PW0519;SPC WYEC     -   584,349.374   391,398.376   MT  0.99993841   -0 04 36.4
 PW0519;UTM  13      - 4,970,336.343   307,052.306   MT  1.00005781   -1 43 23.5
 PW0519
 PW0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0519!SPC WYEC     -   0.99960474  x   0.99993841  =   0.99954317
 PW0519!UTM  13      -   0.99960474  x   1.00005781  =   0.99966252
 PW0519
 PW0519|---------------------------------------------------------------------|
 PW0519| PID    Reference Object                     Distance      Geod. Az  |
 PW0519|                                                           dddmmss.s |
 PW0519| CQ6564 FREEZE OUT RM 1                       5.376 METERS 15602     |
 PW0519| CQ6565 FREEZE OUT RM 2                       4.994 METERS 21126     |
 PW0519| CQ6563 FREEZE OUT AZ MK                                   3062207.0 |
 PW0519| QV0342 AIRWAY BCN 34 10 MI NW WYOLA        APPROX.39.0 KM 3433644.1 |
 PW0519|---------------------------------------------------------------------|
 PW0519
 PW0519                          SUPERSEDED SURVEY CONTROL
 PW0519
 PW0519  NAD 83(1986)-  44 51 37.17034(N)    107 26 31.79285(W) AD(       ) 1
 PW0519  NAD 27      -  44 51 37.29630(N)    107 26 29.48200(W) AD(       ) 1
 PW0519  NGVD 29 (07/19/86) 2531.5    (m)         8305.     (f) VERT ANG       
 PW0519
 PW0519.Superseded values are not recommended for survey control.
 PW0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0519.See file dsdata.txt to determine how the superseded data were derived.
 PW0519
 PW0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK0705270336(NAD 83)
 PW0519_MARKER: DS = TRIANGULATION STATION DISK
 PW0519_SETTING: 66 = SET IN ROCK OUTCROP
 PW0519
 PW0519  HISTORY     - Date     Condition        Report By
 PW0519  HISTORY     - 1957     MONUMENTED       CGS
 PW0519
 PW0519                          STATION DESCRIPTION
 PW0519
 PW0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0519'STATION IS IN THE BIG HORN NATIONAL FOREST, 9-1/4 MILES WEST OF
 PW0519'DAYTON, 7 MILES NORTHEAST OF THE BURGESS RANGER STATION, ON THE
 PW0519'HIGHEST POINT AND AT THE NORTH END OF A PROMINENT SOLID ROCK
 PW0519'BUTTE, LOCALLY KNOWN AS FREEZEOUT POINT.
 PW0519'
 PW0519'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE
 PW0519'HIGHWAY 14 AT BURGESS JUNCTION, BY GOING WEST ON STATE HIGHWAY
 PW0519'14 FOR 0.1 MILE TO A T-ROAD ON THE RIGHT AT A SIGN BURGESS
 PW0519'RANGER STATION 2, TURN RIGHT AND GO NORTHERLY ON A GRAVELED
 PW0519'ROAD FOR 1.8 MILE TO A FORK AT A SIGN FREEZEOUT 10, TAKE THE
 PW0519'MIDDLE FORK AS PER SIGN FREEZEOUT 10 AND GO NORTHERLY ON A
 PW0519'TRACK ROAD FOR 1.1 MILE TO A GATE, PASS THROUGH THE GATE, TAKE
 PW0519'THE IMMEDIATE RIGHT FORK AND CONTINUE NORTHERLY FOR 0.45 MILE
 PW0519'TO A FORK AT A FENCE CORNER ON THE RIGHT, TAKE THE RIGHT FORK
 PW0519'AND CONTINUE NORTHERLY FOR 0.85 MILE TO HAY CREEK, CROSS THE
 PW0519'CREEK AND CONTINUE NORTHERLY FOR 0.15 MILE TO A POINT WHERE
 PW0519'A TRACK ROAD COMES IN FROM THE LEFT, CONTINUE STRAIGHT AHEAD
 PW0519'FOR 0.9 MILE TO A SIGN ROAD UNSAFE FOR PASSENGER CARS,
 PW0519'CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO FOOL CREEK, CROSS
 PW0519'THE CREEK AND CONTINUE 1.0 MILE TO A FORK AT A SIGN WEST
 PW0519'PASS CREEK 5, TAKE THE LEFT FORK AND FOLLOW TRACK ROAD FOR
 PW0519'4.45 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 PW0519'STRAIGHT AHEAD FOR 0.25 MILE TO A GATE IN AN EAST-WEST
 PW0519'FENCE LINE, PASS THROUGH THE GATE, BEAR RIGHT AND GO EAST
 PW0519'ALONG THE NORTH SIDE OF THE FENCE FOR 0.25 MILE TO THE
 PW0519'END OF TRUCK TRAVEL AND A TRIANGULAR BLAZED PINE TREE.  FROM
 PW0519'THIS POINT PACK EAST DOWN A SLOPE FOR ABOUT 150 YARDS, BEAR
 PW0519'RIGHT AND GO SOUTH UP A STEEP DRAW FOR ABOUT 300 YARDS TO
 PW0519'THE TOP OF THE BUTTE, BEAR RIGHT AND GO ABOUT 300 FEET
 PW0519'(NORTH) TO THE END OF THE BUTTE AND THE STATION.
 PW0519'
 PW0519'STATION MARK IS A STANDARD DISK, STAMPED FREEZE OUT 1957, CEMENTED
 PW0519'IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 10 FEET SOUTH OF THE
 PW0519'NORTH END OF THE BUTTE.
 PW0519'
 PW0519'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FREEZE OUT NO
 PW0519'1 1957, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS AT THE
 PW0519'EAST EDGE OF THE BUTTE AND ABOUT 5 FEET LOWER THAN THE STATION.
 PW0519'
 PW0519'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FREEZE OUT 1957,
 PW0519'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS AT THE WEST
 PW0519'EDGE OF THE BUTTE AND ABOUT 2 FEET LOWER THAN THE STATION.
 PW0519'
 PW0519'AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF THE TRACK ROAD,
 PW0519'AND 32 FEET SOUTH OF AN EAST-WEST DRIFT FENCE.  A 4 IN X 4 IN
 PW0519'WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.  IT IS A
 PW0519'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 4 FT X 4 FT ROCK
 PW0519'OUTCROP THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 PW0519'FREEZE OUT 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0303 ***********************************************************************
 NS0303  DESIGNATION -  FREMONT
 NS0303  PID         -  NS0303
 NS0303  STATE/COUNTY-  WY/SUBLETTE
 NS0303  USGS QUAD   -  FREMONT BUTTE (1964)
 NS0303
 NS0303                         *CURRENT SURVEY CONTROL
 NS0303  ___________________________________________________________________
 NS0303* NAD 83(1993)-  42 44 05.95766(N)    109 36 45.59734(W)     ADJUSTED  
 NS0303* NAVD 88     -      2401.6    (meters)    7879.     (feet)  VERTCON   
 NS0303  ___________________________________________________________________
 NS0303  LAPLACE CORR-          13.40  (seconds)                    DEFLEC99
 NS0303  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 NS0303
 NS0303  HORZ ORDER  -  THIRD
 NS0303
 NS0303.The horizontal coordinates were established by classical geodetic methods
 NS0303.and adjusted by the National Geodetic Survey in January 1997..
 NS0303
 NS0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0303
 NS0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0303
 NS0303.The geoid height was determined by GEOID03.
 NS0303
 NS0303;                    North         East     Units Scale Factor Converg.
 NS0303;SPC WY W     -   348,322.846   838,540.828   MT  0.99995577   +0 19 09.8
 NS0303;UTM  12      - 4,732,319.492   613,564.973   MT  0.99975867   +0 56 29.6
 NS0303
 NS0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0303!SPC WY W     -   0.99962529  x   0.99995577  =   0.99958108
 NS0303!UTM  12      -   0.99962529  x   0.99975867  =   0.99938405
 NS0303
 NS0303:                Primary Azimuth Mark                     Grid Az
 NS0303:SPC WY W     -  BOULDER ET                               325 22 23.7
 NS0303:UTM  12      -  BOULDER ET                               324 45 03.9
 NS0303
 NS0303|---------------------------------------------------------------------|
 NS0303| PID    Reference Object                     Distance      Geod. Az  |
 NS0303|                                                           dddmmss.s |
 NS0303| NS0301 BOULDER ET                          APPROX.13.2 KM 3254133.5 |
 NS0303|---------------------------------------------------------------------|
 NS0303
 NS0303                          SUPERSEDED SURVEY CONTROL
 NS0303
 NS0303  NAD 83(1993)-  42 44 05.93924(N)    109 36 45.58918(W) AD(       ) 3
 NS0303  NAD 83(1986)-  42 44 05.93550(N)    109 36 45.59034(W) AD(       ) 3
 NS0303  NAD 27      -  42 44 06.12578(N)    109 36 43.07776(W) AD(       ) 3
 NS0303  NGVD 29 (07/19/86) 2400.2    (m)         7875.     (f) VERT ANG       
 NS0303
 NS0303.Superseded values are not recommended for survey control.
 NS0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0303.See file dsdata.txt to determine how the superseded data were derived.
 NS0303
 NS0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN1356532319(NAD 83)
 NS0303
 NS0303  HISTORY     - Date     Condition        Report By
 NS0303  HISTORY     - 1964     MONUMENTED       USFS
 NS0303  HISTORY     - 1964     GOOD             USGS
 NS0303
 NS0303                          STATION DESCRIPTION
 NS0303
 NS0303'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NS0303'RECOVERED AND STAMPED BY
 NS0303'USGS IN 1964.  DESCRIPTION AS FOLLOWS - STATION LOCATED ABOUT 15
 NS0303'MI. SE. OF PINEDALE, 5.5 MI. E. OF BOULDER AND 1.5 MI. S. OF STATE
 NS0303'HIGHWAY 1804, ON FREMONT BUTTE A PROMINIENT LOW PEAK DOMINATING  THE
 NS0303'IMMEDIATE AREA, IN DARK ROCK OUTCROPPING AT THE APEX OF PEAK.
 NS0303'
 NS0303'FROM PINEDALE COURT HOUSE GO SE. ON U.S. HIGHWAY 187 12 MI. TO BOULDER
 NS0303'TURN LEFT AND GO E. ON STATE HIGHWAY 1804 TO STEELES RANCH SIGN AT 5.4
 NS0303'MI., TURN RIGHT AND GO S.PAST RANCH HOUSE TO COTTAGES AND SWIMMING
 NS0303'POOL AT 0.7 MI., TAKE DIM TRAIL LEFT TO RD. FORK AT 0.8 MI. TAKE LEFT
 NS0303'FORK, PASS THROUGH WIRE GATE AND FOLLOW TRACK RD. UP DRAW AT 1.5 MI.
 NS0303'CROSS DEEPLY INCISED DRAIN, AT 1.8 MI. REACH END OF TRUCK TRAVEL,
 NS0303'PACK S. TO RIDGE THEN FOLLOW CREST WESTWARD TO PEAK AND STATION.
 NS0303'
 NS0303'STATION MARK - USFS BRONZE TABLET SET IN SOLID ROCK, STAMPED
 NS0303'---FREMONT ET 1964---.
 NS0303'
 NS0303'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0312 ***********************************************************************
 OW0312  DESIGNATION -  FRENCH
 OW0312  PID         -  OW0312
 OW0312  STATE/COUNTY-  WY/FREMONT
 OW0312  USGS QUAD   -  CIRCLE RIDGE (1977)
 OW0312
 OW0312                         *CURRENT SURVEY CONTROL
 OW0312  ___________________________________________________________________
 OW0312* NAD 83(1993)-  43 32 39.27235(N)    109 05 31.85871(W)     ADJUSTED  
 OW0312* NAVD 88     -      2193.     (meters)    7195.     (feet)  SCALED    
 OW0312  ___________________________________________________________________
 OW0312  LAPLACE CORR-         -12.29  (seconds)                    DEFLEC99
 OW0312  GEOID HEIGHT-          -9.70  (meters)                     GEOID03
 OW0312
 OW0312  HORZ ORDER  -  THIRD
 OW0312
 OW0312.The horizontal coordinates were established by classical geodetic methods
 OW0312.and adjusted by the National Geodetic Survey in January 1997..
 OW0312
 OW0312.The orthometric height was scaled from a topographic map.
 OW0312
 OW0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0312
 OW0312.The geoid height was determined by GEOID03.
 OW0312
 OW0312;                    North         East     Units Scale Factor Converg.
 OW0312;SPC WYWC     -   338,171.141   572,347.313   MT  0.99994690   -0 14 08.7
 OW0312;UTM  12      - 4,823,022.960   654,125.014   MT  0.99989220   +1 18 52.5
 OW0312
 OW0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0312!SPC WYWC     -   0.99965771  x   0.99994690  =   0.99960463
 OW0312!UTM  12      -   0.99965771  x   0.99989220  =   0.99954995
 OW0312
 OW0312|---------------------------------------------------------------------|
 OW0312| PID    Reference Object                     Distance      Geod. Az  |
 OW0312|                                                           dddmmss.s |
 OW0312| CP5390 FRENCH RM 1                          22.779 METERS 05306     |
 OW0312| CP5391 FRENCH RM 2                          15.532 METERS 14011     |
 OW0312| CP5389 FRENCH AZ MK                                       1572050.6 |
 OW0312|---------------------------------------------------------------------|
 OW0312
 OW0312                          SUPERSEDED SURVEY CONTROL
 OW0312
 OW0312  NAD 83(1986)-  43 32 39.26028(N)    109 05 31.84969(W) AD(       ) 3
 OW0312  NAD 27      -  43 32 39.42200(N)    109 05 29.37900(W) AD(       ) 3
 OW0312
 OW0312.Superseded values are not recommended for survey control.
 OW0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0312.See file dsdata.txt to determine how the superseded data were derived.
 OW0312
 OW0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP5412523023(NAD 83)
 OW0312_MARKER: DS = TRIANGULATION STATION DISK
 OW0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0312
 OW0312  HISTORY     - Date     Condition        Report By
 OW0312  HISTORY     - 1936     MONUMENTED       CGS
 OW0312
 OW0312                          STATION DESCRIPTION
 OW0312
 OW0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0312'ABOUT 28 MILES NORTHWEST OF PAVILLION, ON SUMMIT OF BARE STONY
 OW0312'HILL, HIGHEST OF GROUP OF LOW HILLS IN VICINITY, LYING ABOUT 1
 OW0312'MILE NORTHEAST OF BIG DRY CREEK AND 1/3 MILE NORTHEAST OF LITTLE
 OW0312'DRY CREEK, ABOUT 1/2 MILE NORTH-NORTHEAST OF HOME OF CLAUDE
 OW0312'FRENCH, AND 100 YARDS EAST OF AND 35 FEET HIGHER THAN JONES SPRING
 OW0312'ROAD.  STATION HILL IS KNOLL AT SOUTHWEST END OF BARREN RIDGE,
 OW0312'AND IS ON RANCH WITH PROMINENT CONICAL RED AND BLACK PEAK ABOUT
 OW0312'3 MILES TO NORTHWEST AND GAP IN NEARBY HILLS TO SOUTHEAST
 OW0312'THROUGH WHICH DISTANT HORIZON IS VISIBLE.  TO REACH STATION
 OW0312'FROM JUNCTION OF U.S. HIGHWAYS 320 AND 287 IN RIVERTON,
 OW0312'FOLLOW HIGHWAY 287 WEST 17.7 MILES.  TURN RIGHT (NORTH) ONTO
 OW0312'PAVILLION ROAD AND GO 6.7 MILES TO END OF PAVEMENT AT
 OW0312'PAVILLION--THENCE NORTH ON MAVERICK SPRINGS ROAD 6.2 MILES.
 OW0312'TAKE LEFT FORK AND GO NORTHWEST 2.3 MILES.  KEEP TO LEFT
 OW0312'FORK AND GO 0.5 MILE.  TAKE RIGHT FORK AND GO STRAIGHT AHEAD ON
 OW0312'MAVERICK SPRINGS ROAD 0.1 MILE.  KEEP STRAIGHT AHEAD AT
 OW0312'CROSSROADS AND GO 13.1 MILES ALONG MAIN ROAD TO Y.  TAKE
 OW0312'LEFT FORK AND GO 7.2 MILS.  TURN RIGHT AT TRIANGLE INTERSECTION AND
 OW0312'GO 1.0 MILE TO WHERE ROAD PASSES BETWEEN TWO LOW HILLS.  TURN
 OW0312'RIGHT AND GO EASTERLY ACROSS COUNTRY AND UP HILL 100 YARDS TO SUMMIT
 OW0312'AND STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 OW0312'CONCRETE.  REFERENCE MARKS ARE STANDARD DISKS
 OW0312'IN BOULDERS.  NO. 1 IS IN TOP OF CONICAL PROJECTING
 OW0312'BOULDER, 22.779 METERS (74.73 FEET) NORTHEAST OF STATION
 OW0312'N 53 DEG 06 MIN E.  NO. 2 IS ABOUT 3 FEET LOWER THAN
 OW0312'STATION, AND 15.532 METERS (50.96 FEET) SOUTHEAST OF STATION
 OW0312'S 39 DEG 49 MIN E.  AZIMUTH MARK IS STANDARD DISK IN
 OW0312'BOULDER, ALONG JONES SPRING ROAD, 240 FEET WEST OF CENTER
 OW0312'OF ROAD, IN NORTH END OF LARGE FLAT OUTCROP OF WHITISH ROCK AT
 OW0312'SOUTH EDGE OF NORTH END OF DRAW WHICH PARALLELS ROAD, AND ABOUT
 OW0312'0.6 MILE SOUTHEAST OF STATION S 22 DEG 49 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0232 ***********************************************************************
 NS0232  DESIGNATION -  FROG
 NS0232  PID         -  NS0232
 NS0232  STATE/COUNTY-  WY/FREMONT
 NS0232  USGS QUAD   -  ANDERSON RIDGE (1991)
 NS0232
 NS0232                         *CURRENT SURVEY CONTROL
 NS0232  ___________________________________________________________________
 NS0232* NAD 83(1993)-  42 28 41.62101(N)    108 55 31.22119(W)     ADJUSTED  
 NS0232* NAVD 88     -      2535.2    (meters)    8318.     (feet)  VERTCON   
 NS0232  ___________________________________________________________________
 NS0232  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 NS0232  GEOID HEIGHT-         -11.15  (meters)                     GEOID03
 NS0232
 NS0232  HORZ ORDER  -  THIRD
 NS0232
 NS0232.The horizontal coordinates were established by classical geodetic methods
 NS0232.and adjusted by the National Geodetic Survey in January 1997..
 NS0232
 NS0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0232
 NS0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0232
 NS0232.The geoid height was determined by GEOID03.
 NS0232
 NS0232;                    North         East     Units Scale Factor Converg.
 NS0232;SPC WYWC     -   219,709.876   585,583.189   MT  0.99994006   -0 07 06.3
 NS0232;UTM  12      - 4,704,960.993   670,529.323   MT  0.99995780   +1 24 05.0
 NS0232
 NS0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0232!SPC WYWC     -   0.99960431  x   0.99994006  =   0.99954439
 NS0232!UTM  12      -   0.99960431  x   0.99995780  =   0.99956212
 NS0232
 NS0232:                Primary Azimuth Mark                     Grid Az
 NS0232:SPC WYWC     -  FISH                                     190 08 25.1
 NS0232:UTM  12      -  FISH                                     188 37 13.8
 NS0232
 NS0232|---------------------------------------------------------------------|
 NS0232| PID    Reference Object                     Distance      Geod. Az  |
 NS0232|                                                           dddmmss.s |
 NS0232| NS0233 FISH                                APPROX. 4.9 KM 1900118.8 |
 NS0232|---------------------------------------------------------------------|
 NS0232
 NS0232                          SUPERSEDED SURVEY CONTROL
 NS0232
 NS0232  NAD 83(1986)-  42 28 41.60390(N)    108 55 31.22056(W) AD(       ) 3
 NS0232  NAD 27      -  42 28 41.76944(N)    108 55 28.79875(W) AD(       ) 3
 NS0232  NGVD 29 (07/19/86) 2533.9    (m)         8313.     (f) VERT ANG       
 NS0232
 NS0232.Superseded values are not recommended for survey control.
 NS0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0232.See file dsdata.txt to determine how the superseded data were derived.
 NS0232
 NS0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7052904961(NAD 83)
 NS0232_MARKER: DD = SURVEY DISK
 NS0232_SETTING: 66 = SET IN ROCK OUTCROP
 NS0232_SP_SET: SET IN ROCK OUTCROP
 NS0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0232+STABILITY: POSITION/ELEVATION WELL
 NS0232
 NS0232  HISTORY     - Date     Condition        Report By
 NS0232  HISTORY     - 1951     MONUMENTED       USGS
 NS0232
 NS0232                          STATION DESCRIPTION
 NS0232
 NS0232'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0232'LOCATED ABOUT 3.0 MI. -AIR- W. OF U.S. HIGHWAY 28 AT NEW SOUTH PASS,
 NS0232'WYOMING AND ABOUT 5.5 MI. -AIR- N. OF SWEETWATER ON S. SIDE OF A BARE
 NS0232'MOUNTAIN IN AMONG A SMALL GROUP OF TREES, IN SEC. 17, T.29N.,R.101W.
 NS0232'
 NS0232'TO REACH FROM NEW SOUTH PASS, WYOMING GO S. ON HIGHWAY 28 2.4 MI. TO
 NS0232'CROSSROAD, TURN RIGHT -W.- ON DIRT RD., GO ABOUT 2.0 MI. PASS FARM
 NS0232'HOUSES AND ALONG MAIN TRAVELED RD. TURN LEFT FROM RD., GO
 NS0232'CROSS-COUNTRY ABOUT 0.5 MI. TO STATION SITE.
 NS0232'
 NS0232'STATION MARK - A STANDARD BRONZE TABLET CEMENTED IN A ROCK STAMPED
 NS0232'---WR-FROG 1951---.
 NS0232'
 NS0232'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0438 ***********************************************************************
 PX0438  DESIGNATION -  FROST
 PX0438  PID         -  PX0438
 PX0438  STATE/COUNTY-  WY/PARK
 PX0438  USGS QUAD   -  WAPITI (1991)
 PX0438
 PX0438                         *CURRENT SURVEY CONTROL
 PX0438  ___________________________________________________________________
 PX0438* NAD 83(1993)-  44 26 19.63155(N)    109 26 46.03306(W)     ADJUSTED  
 PX0438* NAVD 88     -      2210.2    (meters)    7251.     (feet)  VERTCON   
 PX0438  ___________________________________________________________________
 PX0438  LAPLACE CORR-         -16.84  (seconds)                    DEFLEC99
 PX0438  GEOID HEIGHT-          -8.94  (meters)                     GEOID03
 PX0438
 PX0438  HORZ ORDER  -  THIRD
 PX0438
 PX0438.The horizontal coordinates were established by classical geodetic methods
 PX0438.and adjusted by the National Geodetic Survey in January 1997..
 PX0438
 PX0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0438
 PX0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0438
 PX0438.The geoid height was determined by GEOID03.
 PX0438
 PX0438;                    North         East     Units Scale Factor Converg.
 PX0438;SPC WYWC     -   437,738.416   544,583.399   MT  0.99997525   -0 29 14.6
 PX0438;UTM  12      - 4,921,783.956   623,659.441   MT  0.99978806   +1 05 17.1
 PX0438
 PX0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0438!SPC WYWC     -   0.99965497  x   0.99997525  =   0.99963023
 PX0438!UTM  12      -   0.99965497  x   0.99978806  =   0.99944310
 PX0438
 PX0438:                Primary Azimuth Mark                     Grid Az
 PX0438:SPC WYWC     -  CIRCLE H                                 339 46 40.8
 PX0438:UTM  12      -  CIRCLE H                                 338 12 09.1
 PX0438
 PX0438|---------------------------------------------------------------------|
 PX0438| PID    Reference Object                     Distance      Geod. Az  |
 PX0438|                                                           dddmmss.s |
 PX0438| PX0439 CIRCLE H                            APPROX. 6.8 KM 3391726.2 |
 PX0438|---------------------------------------------------------------------|
 PX0438
 PX0438                          SUPERSEDED SURVEY CONTROL
 PX0438
 PX0438  NAD 83(1986)-  44 26 19.61940(N)    109 26 46.02401(W) AD(       ) 3
 PX0438  NAD 27      -  44 26 19.77506(N)    109 26 43.42972(W) AD(       ) 3
 PX0438  NGVD 29 (07/19/86) 2209.0    (m)         7247.     (f) VERT ANG       
 PX0438
 PX0438.Superseded values are not recommended for survey control.
 PX0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0438.See file dsdata.txt to determine how the superseded data were derived.
 PX0438
 PX0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2365921784(NAD 83)
 PX0438_MARKER: DD = SURVEY DISK
 PX0438_SETTING: 80 = SET IN A BOULDER
 PX0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0438+STABILITY: SURFACE MOTION
 PX0438
 PX0438  HISTORY     - Date     Condition        Report By
 PX0438  HISTORY     - 1948     MONUMENTED       USGS
 PX0438
 PX0438                          STATION DESCRIPTION
 PX0438
 PX0438'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0438'STATON IS LOCATED ABOUT 22 MI. SW. OF CODY, WYOMING,  IN THE FOOTHILLS
 PX0438'ON THE S. SIDE OF THE SHOSHONE RIVER.  ABOUT 6 MI. W. OF THE UPPER END
 PX0438'OF THE SHOSHONE RESERVOIR, NOW CALLED BUFFALO BILL RESERVOIR 1.6 MI. S
 PX0438'OF SHOSHONE RIVER, ABOUT 4100 FT. W. OF RD. UP WHIT CREEK, ABOUT 140
 PX0438'FT. S. OF EDGE OF RIDGE, ABOUT 90 FT. N. OF 8 FT. ROCK OUTCROP, ABOUT
 PX0438'4850 FT. SW. OF RD. UP WHIT CREEK AT MOUTH OF SMALL MARSHY SIDE CREEK.
 PX0438'TO REACH STATION FROM POST OFFICE AT CODY, WYOMING, FOLLOW U.S.
 PX0438'HIGHWAY 20 THE CODY E. ENTRANCE RD. TOWARD YELLOWSTONE PARK FOR ABOUT
 PX0438'21.1 MI. TO A RD. JUNCTION S. UP WHIT CREEK TOWARDS A GIRL SCOUT
 PX0438'SUMMER CAMP.  FOLLOW TRAIL RD. S. UP CREEK ABOUT 2 MI. TO SMALL MARSHY
 PX0438'SPOT AT MOUTH OF SIDE CREEK ON W. SIDE OF RD. LEAVE TRUCK AND CLIMB
 PX0438'SW. ABOUT 4850 FT. TO TOP OF HIGH RIDGE PROJECTING N. FROM TABLET
 PX0438'MOUNTAIN AND STATION LOCATION.
 PX0438'
 PX0438'STATION MARK - A STANDARD GEOLOGICAL SURVEY TABLET STAMPED ---FROST
 PX0438'1948--- AND CEMENTED IN TOP OF EMBEDDED BOULDER.
 PX0438'
 PX0438'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET STAMPED ---FROST NO.
 PX0438'1---,CEMENTED IN TOP OF EMBEDDED BOULDER 58.02 FT. NE. OF STATION,
 PX0438'S 43 DEG 03 MIN W.
 PX0438'
 PX0438'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET STAMPED ---FROST NO.
 PX0438'2--- CEMENTED IN TOP OF EMBEDDED BOULDER 89.33 FT. SE. OF STATION,
 PX0438'N 22 DEG 43 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0370 ***********************************************************************
 PX0370  DESIGNATION -  FTDFR 1
 PX0370  PID         -  PX0370
 PX0370  STATE/COUNTY-  WY/WASHAKIE
 PX0370  USGS QUAD   -  GILLIES DRAW (1976)
 PX0370
 PX0370                         *CURRENT SURVEY CONTROL
 PX0370  ___________________________________________________________________
 PX0370* NAD 83(1993)-  44 07 21.58813(N)    108 30 35.86744(W)     ADJUSTED  
 PX0370* NAVD 88     -      1646.7    (meters)    5403.     (feet)  VERTCON   
 PX0370  ___________________________________________________________________
 PX0370  LAPLACE CORR-          -8.56  (seconds)                    DEFLEC99
 PX0370  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 PX0370
 PX0370  HORZ ORDER  -  THIRD
 PX0370
 PX0370.The horizontal coordinates were established by classical geodetic methods
 PX0370.and adjusted by the National Geodetic Survey in January 1997..
 PX0370
 PX0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0370
 PX0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0370
 PX0370.The geoid height was determined by GEOID03.
 PX0370
 PX0370;                    North         East     Units Scale Factor Converg.
 PX0370;SPC WYEC     -   503,051.266   305,827.320   MT  1.00004653   -0 49 09.2
 PX0370;UTM  12      - 4,888,511.835   699,226.744   MT  1.00008818   +1 44 02.8
 PX0370
 PX0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0370!SPC WYEC     -   0.99974391  x   1.00004653  =   0.99979043
 PX0370!UTM  12      -   0.99974391  x   1.00008818  =   0.99983207
 PX0370
 PX0370:                Primary Azimuth Mark                     Grid Az
 PX0370:SPC WYEC     -  FIFTEEN                                  142 30 47.2
 PX0370:UTM  12      -  FIFTEEN                                  139 57 35.2
 PX0370
 PX0370|---------------------------------------------------------------------|
 PX0370| PID    Reference Object                     Distance      Geod. Az  |
 PX0370|                                                           dddmmss.s |
 PX0370| PX0346 FIFTEEN                             APPROX. 9.8 KM 1414138.0 |
 PX0370|---------------------------------------------------------------------|
 PX0370
 PX0370                          SUPERSEDED SURVEY CONTROL
 PX0370
 PX0370  NAD 83(1986)-  44 07 21.57837(N)    108 30 35.85652(W) AD(       ) 3
 PX0370  NAD 27      -  44 07 21.74077(N)    108 30 33.44488(W) AD(       ) 3
 PX0370  NGVD 29 (07/19/86) 1645.7    (m)         5399.     (f) VERT ANG       
 PX0370
 PX0370.Superseded values are not recommended for survey control.
 PX0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0370.See file dsdata.txt to determine how the superseded data were derived.
 PX0370
 PX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9922788512(NAD 83)
 PX0370_MARKER: DD = SURVEY DISK
 PX0370_SETTING: 66 = SET IN ROCK OUTCROP
 PX0370_SP_SET: SET IN ROCK OUTCROP
 PX0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0370+STABILITY: POSITION/ELEVATION WELL
 PX0370
 PX0370  HISTORY     - Date     Condition        Report By
 PX0370  HISTORY     - 1948     MONUMENTED       USGS
 PX0370
 PX0370                          STATION DESCRIPTION
 PX0370
 PX0370'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0370'STATION LOCATED 19.0 MI. SE. OF MEETEETSE, WYOMING AT THE NE. CORNER
 PX0370'OF SEC. 21, T.48 N., R.97 W.
 PX0370'
 PX0370'TO REACH STATION FROM THE POST OFFICE IN MEETEETSE, WYOMING, PROCEED
 PX0370'SOUTHERLY ON STATE HIGHWAY 120 FOR 20.2 MI. TO GRAVEL RD. LEFT,THENCE
 PX0370'LEFT 5.6 MI. DOWN GOOSEBERRY CREEK TO DIRT RD. INTERSECTION AT E. END
 PX0370'OF BRIDGE OVER IRRIGATION DITCH, GO LEFT OVER TRAIL RD. 1.7 MI. TO
 PX0370'FORKS, GO RIGHT 4.5 MI. TO FORKS, GO RIGHT 0.4 MI. TO FORKS, GO RIGHT
 PX0370'1.7 MI. TO FORKS, GO RIGHT 2.6 MI. TO FORKS, AT EARTHEN WATER TANK,
 PX0370'GO LEFT ALONG DIM TRAIL 0.6 MI. TO FORKS, GO RIGHT 0.4 MI. TO FORKS,
 PX0370'GO RIGHT 0.6 MI. TO FORKS,
 PX0370'GO LEFT 0.4 MI. TO FORKS.  STATION LIES ABOUT 2000 FT. EASTERLY FROM
 PX0370'SHARP KNOLL BY FORKS ON CENTER OF RIDGE 188.7 FT. SE. OF SEC. COR. 17,
 PX0370'16,20,21, T.48 N., R.97 W.
 PX0370'
 PX0370'STATION MARK - STANDARD TABLET SET IN ROCK BURIED FLUSH WITH GROUND
 PX0370'AND STAMPED ---FTDFR-1 1948---.
 PX0370'
 PX0370'REFERENCE MARK NO.1 - STANDARD G.L.O. SEC. CORNER MARKED WITH PIPE
 PX0370'AND CAP STAMPED 17,16,20,21,T. 48 N., R. 97 W., 188.8 FT. FROM
 PX0370'STATION, S 68 DEG 50 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0314 ***********************************************************************
 MO0314  DESIGNATION -  G
 MO0314  PID         -  MO0314
 MO0314  STATE/COUNTY-  WY/PLATTE
 MO0314  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0314
 MO0314                         *CURRENT SURVEY CONTROL
 MO0314  ___________________________________________________________________
 MO0314* NAD 83(1986)-  41 40 03.     (N)    104 47 14.     (W)     SCALED    
 MO0314* NAVD 88     -      1719.108  (meters)    5640.11   (feet)  ADJUSTED  
 MO0314  ___________________________________________________________________
 MO0314  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 MO0314  DYNAMIC HT  -        1717.791 (meters)    5635.79  (feet)  COMP
 MO0314  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 MO0314
 MO0314  VERT ORDER  -  SECOND    CLASS 0
 MO0314
 MO0314.The horizontal coordinates were scaled from a topographic map and have
 MO0314.an estimated accuracy of +/- 6 seconds.
 MO0314
 MO0314.The orthometric height was determined by differential leveling
 MO0314.and adjusted by the National Geodetic Survey in June 1991..
 MO0314
 MO0314.The geoid height was determined by GEOID03.
 MO0314
 MO0314.The dynamic height is computed by dividing the NAVD 88
 MO0314.geopotential number by the normal gravity value computed on the
 MO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0314.degrees latitude (g = 980.6199 gals.).
 MO0314
 MO0314.The modeled gravity was interpolated from observed gravity values.
 MO0314
 MO0314;                    North         East    Units  Estimated Accuracy
 MO0314;SPC WY E     -   129,720.      231,600.      MT  (+/- 180 meters Scaled)
 MO0314
 MO0314                          SUPERSEDED SURVEY CONTROL
 MO0314
 MO0314  NGVD 29 (??/??/92) 1718.22   (m)         5637.2    (f) COMPUTED    2 0
 MO0314
 MO0314.Superseded values are not recommended for survey control.
 MO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0314.See file dsdata.txt to determine how the superseded data were derived.
 MO0314
 MO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG177128(NAD 83)
 MO0314_MARKER: DD = SURVEY DISK
 MO0314_SETTING: 0 = UNSPECIFIED SETTING
 MO0314_STAMPING: BMG
 MO0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0314
 MO0314  HISTORY     - Date     Condition        Report By
 MO0314  HISTORY     - UNK      MONUMENTED       DOD
 MO0314  HISTORY     - 1960     GOOD             NGS
 MO0314
 MO0314                          STATION DESCRIPTION
 MO0314
 MO0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0314'7 MI SE FROM CHUGWATER.
 MO0314'7.4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0314'CHUGWATER, WYOMING, THENCE 2.7 MILES EAST ALONG ROAD LEADING
 MO0314'TO MISSILE SITE, THENCE 1.0 MILE NORTH ON SAME ROAD, ABOUT 100
 MO0314'YARDS EAST OF NORTH-SOUTH ROAD, 47 FEET SOUTH OF CENTER OF ROAD,
 MO0314'1 FOOT NORTH OF FENCE, 57 FEET SOUTHWEST OF GATE TO MISSILE SITE,
 MO0314'ABOUT LEVEL WITH SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0284 ***********************************************************************
 MO0284  DESIGNATION -  G 1
 MO0284  PID         -  MO0284
 MO0284  STATE/COUNTY-  WY/PLATTE
 MO0284  USGS QUAD   -  CHUGWATER (1990)
 MO0284
 MO0284                         *CURRENT SURVEY CONTROL
 MO0284  ___________________________________________________________________
 MO0284* NAD 83(1986)-  41 46 55.     (N)    104 47 22.     (W)     SCALED    
 MO0284* NAVD 88     -      1586.600  (meters)    5205.37   (feet)  ADJUSTED  
 MO0284  ___________________________________________________________________
 MO0284  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 MO0284  DYNAMIC HT  -        1585.438 (meters)    5201.56  (feet)  COMP
 MO0284  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 MO0284
 MO0284  VERT ORDER  -  FIRST     CLASS II
 MO0284
 MO0284.The horizontal coordinates were scaled from a topographic map and have
 MO0284.an estimated accuracy of +/- 6 seconds.
 MO0284
 MO0284.The orthometric height was determined by differential leveling
 MO0284.and adjusted by the National Geodetic Survey in June 1991..
 MO0284.WARNING-Repeat measurements at this control monument indicate possible
 MO0284.vertical movement.
 MO0284
 MO0284.The geoid height was determined by GEOID03.
 MO0284
 MO0284.The dynamic height is computed by dividing the NAVD 88
 MO0284.geopotential number by the normal gravity value computed on the
 MO0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0284.degrees latitude (g = 980.6199 gals.).
 MO0284
 MO0284.The modeled gravity was interpolated from observed gravity values.
 MO0284
 MO0284;                    North         East    Units  Estimated Accuracy
 MO0284;SPC WY E     -   142,430.      231,360.      MT  (+/- 180 meters Scaled)
 MO0284
 MO0284                          SUPERSEDED SURVEY CONTROL
 MO0284
 MO0284  NGVD 29 (??/??/92) 1585.713  (m)         5202.46   (f) ADJ UNCH    1 2
 MO0284
 MO0284.Superseded values are not recommended for survey control.
 MO0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0284.See file dsdata.txt to determine how the superseded data were derived.
 MO0284
 MO0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG174255(NAD 83)
 MO0284_MARKER: Z = SEE DESCRIPTION
 MO0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0284_SP_SET: SANDSTONE
 MO0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0284+STABILITY: SURFACE MOTION
 MO0284
 MO0284  HISTORY     - Date     Condition        Report By
 MO0284  HISTORY     - UNK      MONUMENTED       CGS
 MO0284  HISTORY     - 1956     GOOD             NGS
 MO0284
 MO0284                          STATION DESCRIPTION
 MO0284
 MO0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0284'2.4 MI N FROM CHUGWATER.
 MO0284'2.4 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 MO0284'STATION AT CHUGWATER, 23 FEET SOUTHWEST OF THE 2ND POLE NORTH OF
 MO0284'MILEPOST 191, 56 FEET WEST OF A FENCE, 43 FEET EAST OF THE EAST
 MO0284'RAIL, 2 FEET NORTHWEST OF A WITNESS POST, IN THE TOP OF A
 MO0284'SANDSTONE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, IN THE
 MO0284'NORTHWEST 1/4 OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0049 ***********************************************************************
 PY0049  DESIGNATION -  G 10
 PY0049  PID         -  PY0049
 PY0049  STATE/COUNTY-  WY/TETON
 PY0049  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0049
 PY0049                         *CURRENT SURVEY CONTROL
 PY0049  ___________________________________________________________________
 PY0049* NAD 83(1986)-  44 25 32.     (N)    110 47 44.     (W)     SCALED    
 PY0049* NAVD 88     -      2340.739  (meters)    7679.57   (feet)  ADJUSTED  
 PY0049  ___________________________________________________________________
 PY0049  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 PY0049  DYNAMIC HT  -        2339.189 (meters)    7674.49  (feet)  COMP
 PY0049  MODELED GRAV-     979,871.0   (mgal)                       NAVD 88
 PY0049
 PY0049  VERT ORDER  -  FIRST     CLASS II
 PY0049
 PY0049.The horizontal coordinates were scaled from a topographic map and have
 PY0049.an estimated accuracy of +/- 6 seconds.
 PY0049
 PY0049.The orthometric height was determined by differential leveling
 PY0049.and adjusted by the National Geodetic Survey in June 1991..
 PY0049
 PY0049.The geoid height was determined by GEOID03.
 PY0049
 PY0049.The dynamic height is computed by dividing the NAVD 88
 PY0049.geopotential number by the normal gravity value computed on the
 PY0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0049.degrees latitude (g = 980.6199 gals.).
 PY0049
 PY0049.The modeled gravity was interpolated from observed gravity values.
 PY0049
 PY0049;                    North         East    Units  Estimated Accuracy
 PY0049;SPC WY W     -   536,280.      743,290.      MT  (+/- 180 meters Scaled)
 PY0049
 PY0049                          SUPERSEDED SURVEY CONTROL
 PY0049
 PY0049  NGVD 29 (??/??/92) 2338.800  (m)         7673.21   (f) ADJ UNCH    1 2
 PY0049
 PY0049.Superseded values are not recommended for survey control.
 PY0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0049.See file dsdata.txt to determine how the superseded data were derived.
 PY0049
 PY0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ162191(NAD 83)
 PY0049_MARKER: DB = BENCH MARK DISK
 PY0049_SETTING: 80 = SET IN A BOULDER
 PY0049_SP_SET: BOULDER
 PY0049_STAMPING: G 10 1923 7673.134
 PY0049_MARK LOGO: CGS   
 PY0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0049+STABILITY: SURFACE MOTION
 PY0049
 PY0049  HISTORY     - Date     Condition        Report By
 PY0049  HISTORY     - 1923     MONUMENTED       CGS
 PY0049  HISTORY     - 1934     GOOD             NGS
 PY0049  HISTORY     - 1956     MARK NOT FOUND   USGS
 PY0049  HISTORY     - 1976     GOOD             USGS
 PY0049
 PY0049                          STATION DESCRIPTION
 PY0049
 PY0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0049'4.0 MI SE FROM OLD FAITHFUL.
 PY0049'4.0 MILES SOUTHEAST ALONG THE OLD FAITHFUL-THUMB RANGER STATION ROAD
 PY0049'FROM OLD FAITHFUL, YELLOWSTONE NATIONAL PARK, 25 YARDS NORTH OF THE
 PY0049'FIFTEENTH MILEPOST FROM THUMB RANGER STATION, ON THE WEST SIDE OF
 PY0049'SPRING CREEK, 8 YARDS WEST OF THE CENTERLINE OF THE ROAD, AND IN THE
 PY0049'SIDE OF A BOULDER.  A STANDARD DISK, STAMPED 7673.134 G 10 1923 AND
 PY0049'SET VERTICALLY.
 PY0049
 PY0049                          STATION RECOVERY (1956)
 PY0049
 PY0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PY0049'MARK NOT FOUND.
 PY0049
 PY0049                          STATION RECOVERY (1976)
 PY0049
 PY0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PY0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0093 ***********************************************************************
 OU0093  DESIGNATION -  G 100
 OU0093  PID         -  OU0093
 OU0093  STATE/COUNTY-  WY/NIOBRARA
 OU0093  USGS QUAD   -  TELEPHONE DRAW (1981)
 OU0093
 OU0093                         *CURRENT SURVEY CONTROL
 OU0093  ___________________________________________________________________
 OU0093* NAD 83(1986)-  43 05 04.     (N)    104 26 20.     (W)     SCALED    
 OU0093* NAVD 88     -      1348.048  (meters)    4422.72   (feet)  ADJUSTED  
 OU0093  ___________________________________________________________________
 OU0093  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 OU0093  DYNAMIC HT  -        1347.373 (meters)    4420.51  (feet)  COMP
 OU0093  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 OU0093
 OU0093  VERT ORDER  -  SECOND    CLASS 0
 OU0093
 OU0093.The horizontal coordinates were scaled from a topographic map and have
 OU0093.an estimated accuracy of +/- 6 seconds.
 OU0093
 OU0093.The orthometric height was determined by differential leveling
 OU0093.and adjusted by the National Geodetic Survey in June 1991..
 OU0093
 OU0093.The geoid height was determined by GEOID03.
 OU0093
 OU0093.The dynamic height is computed by dividing the NAVD 88
 OU0093.geopotential number by the normal gravity value computed on the
 OU0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0093.degrees latitude (g = 980.6199 gals.).
 OU0093
 OU0093.The modeled gravity was interpolated from observed gravity values.
 OU0093
 OU0093;                    North         East    Units  Estimated Accuracy
 OU0093;SPC WY E     -   287,290.      259,260.      MT  (+/- 180 meters Scaled)
 OU0093
 OU0093                          SUPERSEDED SURVEY CONTROL
 OU0093
 OU0093  NGVD 29 (??/??/92) 1347.376  (m)         4420.52   (f) ADJ UNCH    2 0
 OU0093
 OU0093.Superseded values are not recommended for survey control.
 OU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0093.See file dsdata.txt to determine how the superseded data were derived.
 OU0093
 OU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH456703(NAD 83)
 OU0093_MARKER: DB = BENCH MARK DISK
 OU0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0093_STAMPING: G 100 1956
 OU0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0093+STABILITY: SURFACE MOTION
 OU0093
 OU0093  HISTORY     - Date     Condition        Report By
 OU0093  HISTORY     - 1956     MONUMENTED       CGS
 OU0093  HISTORY     - 1957     GOOD             NGS
 OU0093
 OU0093                          STATION DESCRIPTION
 OU0093
 OU0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0093'29.8 MI N FROM LUSK.
 OU0093'25.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0093'LUSK, THENCE 3.0 MILES WEST ALONG A TRACK ROAD, THENCE 1.85
 OU0093'MILES SOUTHWEST ALONG A TRACK ROAD, 118 YARDS NORTH OF A FENCE,
 OU0093'112 YARDS EAST OF A FENCE, 112 FEET SOUTH OF THE CENTER LINE OF A
 OU0093'TRACK ROAD LEADING WEST TO AN OIL FIELD, 82 FEET WEST OF THE
 OU0093'CENTER LINE OF A TRACK ROAD, 1.8 FEET SOUTH OF A WITNESS POST,
 OU0093'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 OU0093'THE GROUND, IN SECTION 20, TOWNSHIP 36 NORTH, RANGE 63 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0644 ***********************************************************************
 MO0644  DESIGNATION -  G 101
 MO0644  PID         -  MO0644
 MO0644  STATE/COUNTY-  WY/ALBANY
 MO0644  USGS QUAD   -  MILLBROOK (1992)
 MO0644
 MO0644                         *CURRENT SURVEY CONTROL
 MO0644  ___________________________________________________________________
 MO0644* NAD 83(1986)-  41 19 07.     (N)    105 54 10.     (W)     SCALED    
 MO0644* NAVD 88     -      2280.533  (meters)    7482.05   (feet)  ADJUSTED  
 MO0644  ___________________________________________________________________
 MO0644  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 MO0644  DYNAMIC HT  -        2278.488 (meters)    7475.34  (feet)  COMP
 MO0644  MODELED GRAV-     979,644.0   (mgal)                       NAVD 88
 MO0644
 MO0644  VERT ORDER  -  FIRST     CLASS II
 MO0644
 MO0644.The horizontal coordinates were scaled from a topographic map and have
 MO0644.an estimated accuracy of +/- 6 seconds.
 MO0644
 MO0644.The orthometric height was determined by differential leveling
 MO0644.and adjusted by the National Geodetic Survey in June 1991..
 MO0644
 MO0644.The geoid height was determined by GEOID03.
 MO0644
 MO0644.The dynamic height is computed by dividing the NAVD 88
 MO0644.geopotential number by the normal gravity value computed on the
 MO0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0644.degrees latitude (g = 980.6199 gals.).
 MO0644
 MO0644.The modeled gravity was interpolated from observed gravity values.
 MO0644
 MO0644;                    North         East    Units  Estimated Accuracy
 MO0644;SPC WY E     -    91,160.      138,370.      MT  (+/- 180 meters Scaled)
 MO0644
 MO0644                          SUPERSEDED SURVEY CONTROL
 MO0644
 MO0644  NGVD 29 (??/??/92) 2279.411  (m)         7478.37   (f) ADJ UNCH    1 2
 MO0644
 MO0644.Superseded values are not recommended for survey control.
 MO0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0644.See file dsdata.txt to determine how the superseded data were derived.
 MO0644
 MO0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF244745(NAD 83)
 MO0644_MARKER: DB = BENCH MARK DISK
 MO0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0644_STAMPING: G 101 1956
 MO0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0644+STABILITY: SURFACE MOTION
 MO0644
 MO0644  HISTORY     - Date     Condition        Report By
 MO0644  HISTORY     - 1956     MONUMENTED       CGS
 MO0644
 MO0644                          STATION DESCRIPTION
 MO0644
 MO0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0644'12.7 MI E FROM CENTENNIAL.
 MO0644'12.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0644'RAILROAD FROM THE STATION AT CENTENNIAL, 28.6 FEET NORTH OF THE
 MO0644'NORTH RAIL, 4.5 FEET NORTHWEST OF THE 1ST POLE EAST OF MILEPOST
 MO0644'17, 4.7 FEET SOUTHWEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST,
 MO0644'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MO0644'GROUND, IN THE NORTHWEST 1/4 OF SECTION 35 TOWNSHIP 16 NORTH, RANGE
 MO0644'76 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0096 ***********************************************************************
 MP0096  DESIGNATION -  G 102
 MP0096  PID         -  MP0096
 MP0096  STATE/COUNTY-  WY/ALBANY
 MP0096  USGS QUAD   -  FOXPARK (1992)
 MP0096
 MP0096                         *CURRENT SURVEY CONTROL
 MP0096  ___________________________________________________________________
 MP0096* NAD 83(1986)-  41 02 04.     (N)    106 07 50.     (W)     SCALED    
 MP0096* NAVD 88     -      2719.963  (meters)    8923.75   (feet)  ADJUSTED  
 MP0096  ___________________________________________________________________
 MP0096  GEOID HEIGHT-         -10.84  (meters)                     GEOID03
 MP0096  DYNAMIC HT  -        2717.260 (meters)    8914.88  (feet)  COMP
 MP0096  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 MP0096
 MP0096  VERT ORDER  -  FIRST     CLASS II
 MP0096
 MP0096.The horizontal coordinates were scaled from a topographic map and have
 MP0096.an estimated accuracy of +/- 6 seconds.
 MP0096
 MP0096.The orthometric height was determined by differential leveling
 MP0096.and adjusted by the National Geodetic Survey in June 1991..
 MP0096
 MP0096.The geoid height was determined by GEOID03.
 MP0096
 MP0096.The dynamic height is computed by dividing the NAVD 88
 MP0096.geopotential number by the normal gravity value computed on the
 MP0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0096.degrees latitude (g = 980.6199 gals.).
 MP0096
 MP0096.The modeled gravity was interpolated from observed gravity values.
 MP0096
 MP0096;                    North         East    Units  Estimated Accuracy
 MP0096;SPC WY E     -    59,790.      118,950.      MT  (+/- 180 meters Scaled)
 MP0096
 MP0096                          SUPERSEDED SURVEY CONTROL
 MP0096
 MP0096  NGVD 29 (??/??/92) 2718.664  (m)         8919.48   (f) ADJ UNCH    1 2
 MP0096
 MP0096.Superseded values are not recommended for survey control.
 MP0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0096.See file dsdata.txt to determine how the superseded data were derived.
 MP0096
 MP0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF049431(NAD 83)
 MP0096_MARKER: DB = BENCH MARK DISK
 MP0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0096_STAMPING: G 102 1956
 MP0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0096+STABILITY: SURFACE MOTION
 MP0096
 MP0096  HISTORY     - Date     Condition        Report By
 MP0096  HISTORY     - 1956     MONUMENTED       CGS
 MP0096
 MP0096                          STATION DESCRIPTION
 MP0096
 MP0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0096'5.4 MI S FROM FOXPARK.
 MP0096'5.4 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0096'RAILROAD FROM THE STATION AT FOXPARK, 22.3 FEET WEST OF THE WEST RAIL,
 MP0096'15.5 FEET NORTHEAST OF THE 1ST POLE SOUTH OF MILEPOST 60, 3.6 FEET
 MP0096'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0096'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 2,
 MP0096'TOWNSHIP 12 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0118 ***********************************************************************
 MQ0118  DESIGNATION -  G 103
 MQ0118  PID         -  MQ0118
 MQ0118  STATE/COUNTY-  WY/SWEETWATER
 MQ0118  USGS QUAD   -  NORTH BAXTER (1978)
 MQ0118
 MQ0118                         *CURRENT SURVEY CONTROL
 MQ0118  ___________________________________________________________________
 MQ0118* NAD 83(1986)-  41 38 26.     (N)    109 01 03.     (W)     SCALED    
 MQ0118* NAVD 88     -      1936.433  (meters)    6353.11   (feet)  ADJUSTED  
 MQ0118  ___________________________________________________________________
 MQ0118  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 MQ0118  DYNAMIC HT  -        1934.837 (meters)    6347.88  (feet)  COMP
 MQ0118  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 MQ0118
 MQ0118  VERT ORDER  -  FIRST     CLASS II
 MQ0118
 MQ0118.The horizontal coordinates were scaled from a topographic map and have
 MQ0118.an estimated accuracy of +/- 6 seconds.
 MQ0118
 MQ0118.The orthometric height was determined by differential leveling
 MQ0118.and adjusted by the National Geodetic Survey in June 1991..
 MQ0118.WARNING-Repeat measurements at this control monument indicate possible
 MQ0118.vertical movement.
 MQ0118
 MQ0118.The geoid height was determined by GEOID03.
 MQ0118
 MQ0118.The dynamic height is computed by dividing the NAVD 88
 MQ0118.geopotential number by the normal gravity value computed on the
 MQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0118.degrees latitude (g = 980.6199 gals.).
 MQ0118
 MQ0118.The modeled gravity was interpolated from observed gravity values.
 MQ0118
 MQ0118;                    North         East    Units  Estimated Accuracy
 MQ0118;SPC WYWC     -   126,690.      577,720.      MT  (+/- 180 meters Scaled)
 MQ0118
 MQ0118                          SUPERSEDED SURVEY CONTROL
 MQ0118
 MQ0118  NGVD 29 (06/08/92) 1935.172  (m)         6348.98   (f) ADJUSTED    1 2
 MQ0118
 MQ0118.Superseded values are not recommended for survey control.
 MQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0118.See file dsdata.txt to determine how the superseded data were derived.
 MQ0118
 MQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM651117(NAD 83)
 MQ0118_MARKER: DB = BENCH MARK DISK
 MQ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0118_STAMPING: G 103 1956
 MQ0118_MARK LOGO: CGS   
 MQ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0118+STABILITY: SURFACE MOTION
 MQ0118
 MQ0118  HISTORY     - Date     Condition        Report By
 MQ0118  HISTORY     - 1956     MONUMENTED       CGS
 MQ0118  HISTORY     - 1983     GOOD             NGS
 MQ0118
 MQ0118                          STATION DESCRIPTION
 MQ0118
 MQ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0118'11.5 MI E FROM ROCK SPRINGS.
 MQ0118'11.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0118'ROCK SPRINGS, 0.5 MILE WEST OF MILEPOST 790, 87 FEET NORTH OF THE
 MQ0118'NORTH RAIL OF THE NORTH TRACK, 79 FEET NORTH OF THE NORTHEAST CORNER
 MQ0118'OF A BATTERY BOX, 26.2 FEET NORTH OF A POWER POLE, 3 FEET NORTH OF A
 MQ0118'FENCE, 2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MQ0118'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 10, TOWNSHIP
 MQ0118'19 NORTH, RANGE 103 WEST.
 MQ0118
 MQ0118                          STATION RECOVERY (1983)
 MQ0118
 MQ0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0015 ***********************************************************************
 NQ0015  DESIGNATION -  G 104
 NQ0015  PID         -  NQ0015
 NQ0015  STATE/COUNTY-  WY/NIOBRARA
 NQ0015  USGS QUAD   -  MC MASTER RESERVOIR (1974)
 NQ0015
 NQ0015                         *CURRENT SURVEY CONTROL
 NQ0015  ___________________________________________________________________
 NQ0015* NAD 83(1986)-  42 41 42.     (N)    104 12 39.     (W)     SCALED    
 NQ0015* NAVD 88     -      1484.432  (meters)    4870.17   (feet)  ADJUSTED  
 NQ0015  ___________________________________________________________________
 NQ0015  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 NQ0015  DYNAMIC HT  -        1483.570 (meters)    4867.35  (feet)  COMP
 NQ0015  MODELED GRAV-     979,987.1   (mgal)                       NAVD 88
 NQ0015
 NQ0015  VERT ORDER  -  FIRST     CLASS II
 NQ0015
 NQ0015.The horizontal coordinates were scaled from a topographic map and have
 NQ0015.an estimated accuracy of +/- 6 seconds.
 NQ0015
 NQ0015.The orthometric height was determined by differential leveling
 NQ0015.and adjusted by the National Geodetic Survey in June 1991..
 NQ0015
 NQ0015.The geoid height was determined by GEOID03.
 NQ0015
 NQ0015.The dynamic height is computed by dividing the NAVD 88
 NQ0015.geopotential number by the normal gravity value computed on the
 NQ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0015.degrees latitude (g = 980.6199 gals.).
 NQ0015
 NQ0015.The modeled gravity was interpolated from observed gravity values.
 NQ0015
 NQ0015;                    North         East    Units  Estimated Accuracy
 NQ0015;SPC WY E     -   244,220.      278,320.      MT  (+/- 180 meters Scaled)
 NQ0015
 NQ0015                          SUPERSEDED SURVEY CONTROL
 NQ0015
 NQ0015  NGVD 29 (??/??/92) 1483.732  (m)         4867.88   (f) ADJ UNCH    1 2
 NQ0015
 NQ0015.Superseded values are not recommended for survey control.
 NQ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0015.See file dsdata.txt to determine how the superseded data were derived.
 NQ0015
 NQ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH646272(NAD 83)
 NQ0015_MARKER: DB = BENCH MARK DISK
 NQ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0015_STAMPING: G 104 1954
 NQ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0015+STABILITY: SURFACE MOTION
 NQ0015
 NQ0015  HISTORY     - Date     Condition        Report By
 NQ0015  HISTORY     - 1954     MONUMENTED       CGS
 NQ0015
 NQ0015                          STATION DESCRIPTION
 NQ0015
 NQ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0015'6.6 MI W FROM VAN TASSELL.
 NQ0015'6.6 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0015'FROM THE STATION AT VAN TASSELL, 1 POLE EAST OF MILEPOST 478,
 NQ0015'60 FEET NORTH OF THE NORTH RAIL, 37 FEET SOUTH OF A FENCE, 2
 NQ0015'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NQ0015'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  IN THE NORTHEAST 1/4
 NQ0015'OF SECTION 5, TOWNSHIP 31 NORTH, RANGE 61 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0788 ***********************************************************************
 NQ0788  DESIGNATION -  G 105 RESET
 NQ0788  PID         -  NQ0788
 NQ0788  STATE/COUNTY-  WY/CONVERSE
 NQ0788  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0788
 NQ0788                         *CURRENT SURVEY CONTROL
 NQ0788  ___________________________________________________________________
 NQ0788* NAD 83(1986)-  42 45 39.     (N)    104 54 30.     (W)     SCALED    
 NQ0788* NAVD 88     -      1534.91   (meters)    5035.8    (feet)  RESET     
 NQ0788  ___________________________________________________________________
 NQ0788  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 NQ0788
 NQ0788  VERT ORDER  -  THIRD
 NQ0788
 NQ0788.The horizontal coordinates were scaled from a topographic map and have
 NQ0788.an estimated accuracy of +/- 6 seconds.
 NQ0788
 NQ0788.The orthometric height was computed from unverified reset data.
 NQ0788
 NQ0788.The geoid height was determined by GEOID03.
 NQ0788
 NQ0788;                    North         East    Units  Estimated Accuracy
 NQ0788;SPC WY E     -   251,120.      221,150.      MT  (+/- 180 meters Scaled)
 NQ0788
 NQ0788                          SUPERSEDED SURVEY CONTROL
 NQ0788
 NQ0788  NGVD 29 (03/28/06) 1534.12   (m)         5033.2    (f) RESET       3  
 NQ0788
 NQ0788.Superseded values are not recommended for survey control.
 NQ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0788.See file dsdata.txt to determine how the superseded data were derived.
 NQ0788
 NQ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH075342(NAD 83)
 NQ0788_MARKER: DV = VERTICAL CONTROL DISK
 NQ0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0788_SP_SET: CONCRETE POST
 NQ0788_STAMPING: G 105 RESET 1980
 NQ0788_MARK LOGO: NGS   
 NQ0788_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0788+STABILITY: SURFACE MOTION
 NQ0788
 NQ0788  HISTORY     - Date     Condition        Report By
 NQ0788  HISTORY     - 1980     MONUMENTED       NGS
 NQ0788
 NQ0788                          STATION DESCRIPTION
 NQ0788
 NQ0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0788'ABOUT 0.9 MILE (1.4 KM) EAST ALONG THE RAILROAD AND US HIGHWAY 20
 NQ0788'FROM THE RAILROAD CROSSING AT LOST SPRINGS, 9 POLES WEST OF MILEPOST
 NQ0788'515, 107 FEET (32.6 M) SOUTH OF CENTER OF HIGHWAY 20, 43.5 FEET (13.3
 NQ0788'M) NORTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE, SET IN THE TOP OF A
 NQ0788'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0157 ***********************************************************************
 MO0157  DESIGNATION -  G 108
 MO0157  PID         -  MO0157
 MO0157  STATE/COUNTY-  WY/LARAMIE
 MO0157  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO0157
 MO0157                         *CURRENT SURVEY CONTROL
 MO0157  ___________________________________________________________________
 MO0157* NAD 83(1986)-  41 11 14.     (N)    104 56 44.     (W)     SCALED    
 MO0157* NAVD 88     -      1921.878  (meters)    6305.36   (feet)  ADJUSTED  
 MO0157  ___________________________________________________________________
 MO0157  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 MO0157  DYNAMIC HT  -        1920.172 (meters)    6299.76  (feet)  COMP
 MO0157  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 MO0157
 MO0157  VERT ORDER  -  FIRST     CLASS II
 MO0157
 MO0157.The horizontal coordinates were scaled from a topographic map and have
 MO0157.an estimated accuracy of +/- 6 seconds.
 MO0157
 MO0157.The orthometric height was determined by differential leveling
 MO0157.and adjusted by the National Geodetic Survey in June 1991..
 MO0157
 MO0157.The geoid height was determined by GEOID03.
 MO0157
 MO0157.The dynamic height is computed by dividing the NAVD 88
 MO0157.geopotential number by the normal gravity value computed on the
 MO0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0157.degrees latitude (g = 980.6199 gals.).
 MO0157
 MO0157.The modeled gravity was interpolated from observed gravity values.
 MO0157
 MO0157;                    North         East    Units  Estimated Accuracy
 MO0157;SPC WY E     -    76,340.      218,550.      MT  (+/- 180 meters Scaled)
 MO0157
 MO0157                          SUPERSEDED SURVEY CONTROL
 MO0157
 MO0157  NGVD 29 (??/??/92) 1920.817  (m)         6301.88   (f) ADJ UNCH    1 2
 MO0157
 MO0157.Superseded values are not recommended for survey control.
 MO0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0157.See file dsdata.txt to determine how the superseded data were derived.
 MO0157
 MO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF045595(NAD 83)
 MO0157_MARKER: DB = BENCH MARK DISK
 MO0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0157_STAMPING: G 108 1954
 MO0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0157+STABILITY: SURFACE MOTION
 MO0157
 MO0157  HISTORY     - Date     Condition        Report By
 MO0157  HISTORY     - 1954     MONUMENTED       CGS
 MO0157  HISTORY     - 1984     GOOD             DMA
 MO0157
 MO0157                          STATION DESCRIPTION
 MO0157
 MO0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0157'8 MI NW FROM CHEYENNE.
 MO0157'0.6 MILE SOUTHWEST ALONG WEST 25TH STREET FROM THE STATE CAPITOL
 MO0157'BUILDING AT CHEYENNE, THENCE 7.35 MILES NORTHWEST ALONG THE
 MO0157'COLORADO AND SOUTHERN RAILROAD, 0.3 MILE WEST OF A TRESTLE, 52.2
 MO0157'FEET NORTH OF THE NORTH RAIL, 24.8 FEET NORTH OF A TELEPHONE
 MO0157'POLE, 2.8 FEET NORTH OF A FENCE, 3.4 FEET EAST OF A WITNESS POST,
 MO0157'4 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 MO0157'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 MO0157
 MO0157                          STATION RECOVERY (1984)
 MO0157
 MO0157'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0501 ***********************************************************************
 MO0501  DESIGNATION -  G 109
 MO0501  PID         -  MO0501
 MO0501  STATE/COUNTY-  WY/LARAMIE
 MO0501  USGS QUAD   -  HORSE CREEK (1962)
 MO0501
 MO0501                         *CURRENT SURVEY CONTROL
 MO0501  ___________________________________________________________________
 MO0501* NAD 83(1986)-  41 27 29.     (N)    105 12 09.     (W)     SCALED    
 MO0501* NAVD 88     -      2028.260  (meters)    6654.38   (feet)  ADJUSTED  
 MO0501  ___________________________________________________________________
 MO0501  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 MO0501  DYNAMIC HT  -        2026.542 (meters)    6648.75  (feet)  COMP
 MO0501  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 MO0501
 MO0501  VERT ORDER  -  FIRST     CLASS II
 MO0501
 MO0501.The horizontal coordinates were scaled from a topographic map and have
 MO0501.an estimated accuracy of +/- 6 seconds.
 MO0501
 MO0501.The orthometric height was determined by differential leveling
 MO0501.and adjusted by the National Geodetic Survey in June 1991..
 MO0501
 MO0501.The geoid height was determined by GEOID03.
 MO0501
 MO0501.The dynamic height is computed by dividing the NAVD 88
 MO0501.geopotential number by the normal gravity value computed on the
 MO0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0501.degrees latitude (g = 980.6199 gals.).
 MO0501
 MO0501.The modeled gravity was interpolated from observed gravity values.
 MO0501
 MO0501;                    North         East    Units  Estimated Accuracy
 MO0501;SPC WY E     -   106,390.      197,010.      MT  (+/- 180 meters Scaled)
 MO0501
 MO0501                          SUPERSEDED SURVEY CONTROL
 MO0501
 MO0501  NGVD 29 (??/??/92) 2027.227  (m)         6650.99   (f) ADJ UNCH    1 2
 MO0501
 MO0501.Superseded values are not recommended for survey control.
 MO0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0501.See file dsdata.txt to determine how the superseded data were derived.
 MO0501
 MO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF830896(NAD 83)
 MO0501_MARKER: DB = BENCH MARK DISK
 MO0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0501_STAMPING: G 109 1954
 MO0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0501+STABILITY: SURFACE MOTION
 MO0501
 MO0501  HISTORY     - Date     Condition        Report By
 MO0501  HISTORY     - 1954     MONUMENTED       CGS
 MO0501
 MO0501                          STATION DESCRIPTION
 MO0501
 MO0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0501'3.2 MI NW FROM HORSE CREEK.
 MO0501'3.25 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0501'FROM THE STATION AT HORSE CREEK, 0.35 MILE SOUTH OF TRESTLE
 MO0501'155.99, 84 FEET NORTHEAST OF THE NORTHEAST RAIL, 31 FEET EAST
 MO0501'OF A TELEPHONE POLE, 14 FEET WEST OF A FENCE, 3 FEET SOUTHEAST
 MO0501'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0501'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0017 ***********************************************************************
 PY0017  DESIGNATION -  G 11
 PY0017  PID         -  PY0017
 PY0017  STATE/COUNTY-  WY/PARK
 PY0017  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0017
 PY0017                         *CURRENT SURVEY CONTROL
 PY0017  ___________________________________________________________________
 PY0017* NAD 83(1986)-  44 39 50.     (N)    110 28 09.     (W)     SCALED    
 PY0017* NAVD 88     -      2360.346  (meters)    7743.90   (feet)  ADJUSTED  
 PY0017  ___________________________________________________________________
 PY0017  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0017  DYNAMIC HT  -        2358.795 (meters)    7738.81  (feet)  COMP
 PY0017  MODELED GRAV-     979,875.2   (mgal)                       NAVD 88
 PY0017
 PY0017  VERT ORDER  -  FIRST     CLASS II
 PY0017
 PY0017.The horizontal coordinates were scaled from a topographic map and have
 PY0017.an estimated accuracy of +/- 6 seconds.
 PY0017
 PY0017.The orthometric height was determined by differential leveling
 PY0017.and adjusted by the National Geodetic Survey in June 1991..
 PY0017
 PY0017.The geoid height was determined by GEOID03.
 PY0017
 PY0017.The dynamic height is computed by dividing the NAVD 88
 PY0017.geopotential number by the normal gravity value computed on the
 PY0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0017.degrees latitude (g = 980.6199 gals.).
 PY0017
 PY0017.The modeled gravity was interpolated from observed gravity values.
 PY0017
 PY0017;                    North         East    Units  Estimated Accuracy
 PY0017;SPC WYWC     -   463,950.      463,670.      MT  (+/- 180 meters Scaled)
 PY0017
 PY0017                          SUPERSEDED SURVEY CONTROL
 PY0017
 PY0017  NGVD 29 (08/20/92) 2358.949  (m)         7739.32   (f) ADJUSTED    1 2
 PY0017
 PY0017.Superseded values are not recommended for survey control.
 PY0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0017.See file dsdata.txt to determine how the superseded data were derived.
 PY0017
 PY0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ420457(NAD 83)
 PY0017_MARKER: DB = BENCH MARK DISK
 PY0017_SETTING: 80 = SET IN A BOULDER
 PY0017_SP_SET: BOULDER
 PY0017_STAMPING: G 11 1923 7737.455
 PY0017_MARK LOGO: CGS   
 PY0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0017+STABILITY: SURFACE MOTION
 PY0017
 PY0017  HISTORY     - Date     Condition        Report By
 PY0017  HISTORY     - 1923     MONUMENTED       CGS
 PY0017  HISTORY     - 1958     GOOD             USGS
 PY0017  HISTORY     - 1987     GOOD             NGS
 PY0017
 PY0017                          STATION DESCRIPTION
 PY0017
 PY0017'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0017'5.0 MI SE FROM CANYON JUNCTION.
 PY0017'9.4 MILES NORTH, ALONG THE LAKE-CANYON ROAD, FROM LAKE JUNCTION AND
 PY0017'6.2 MILES SOUTH ALONG THIS SAME ROAD FROM CANYON JUNCTION.  1/4 MILE
 PY0017'SOUTH OF THE NEW ROAD (AT A SMALL DRAIN CROSSING NEW ROAD) AND AT A
 PY0017'SHARP BEND IN THE ALIGNMENT OF THE OLD ROAD, 210 FEET SOUTHWEST OF THE
 PY0017'OLD ROAD AND A SMALL DRAIN CROSSING AND 31 FEET SOUTH OF THE
 PY0017'CENTERLINE OF THE OLD ROAD.  A STANDARD DISK, STAMPED G 11 1923
 PY0017'7737.455 AND CEMENTED IN A BOULDER PROJECTING 1 FOOT ABOVE GROUND.
 PY0017
 PY0017                          STATION RECOVERY (1987)
 PY0017
 PY0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0167 ***********************************************************************
 NQ0167  DESIGNATION -  G 111
 NQ0167  PID         -  NQ0167
 NQ0167  STATE/COUNTY-  WY/PLATTE
 NQ0167  USGS QUAD   -  WHEATLAND (1990)
 NQ0167
 NQ0167                         *CURRENT SURVEY CONTROL
 NQ0167  ___________________________________________________________________
 NQ0167* NAD 83(1986)-  42 01 50.     (N)    104 57 30.     (W)     SCALED    
 NQ0167* NAVD 88     -      1463.093  (meters)    4800.16   (feet)  ADJUSTED  
 NQ0167  ___________________________________________________________________
 NQ0167  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0167  DYNAMIC HT  -        1462.127 (meters)    4796.99  (feet)  COMP
 NQ0167  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 NQ0167
 NQ0167  VERT ORDER  -  FIRST     CLASS II
 NQ0167
 NQ0167.The horizontal coordinates were scaled from a topographic map and have
 NQ0167.an estimated accuracy of +/- 6 seconds.
 NQ0167
 NQ0167.The orthometric height was determined by differential leveling
 NQ0167.and adjusted by the National Geodetic Survey in June 1991..
 NQ0167
 NQ0167.The geoid height was determined by GEOID03.
 NQ0167
 NQ0167.The dynamic height is computed by dividing the NAVD 88
 NQ0167.geopotential number by the normal gravity value computed on the
 NQ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0167.degrees latitude (g = 980.6199 gals.).
 NQ0167
 NQ0167.The modeled gravity was interpolated from observed gravity values.
 NQ0167
 NQ0167;                    North         East    Units  Estimated Accuracy
 NQ0167;SPC WY E     -   169,990.      217,250.      MT  (+/- 180 meters Scaled)
 NQ0167
 NQ0167                          SUPERSEDED SURVEY CONTROL
 NQ0167
 NQ0167  NGVD 29 (??/??/92) 1462.277  (m)         4797.49   (f) ADJ UNCH    1 2
 NQ0167
 NQ0167.Superseded values are not recommended for survey control.
 NQ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0167.See file dsdata.txt to determine how the superseded data were derived.
 NQ0167
 NQ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG034531(NAD 83)
 NQ0167_MARKER: DB = BENCH MARK DISK
 NQ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0167_STAMPING: G 111 1954
 NQ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0167+STABILITY: SURFACE MOTION
 NQ0167
 NQ0167  HISTORY     - Date     Condition        Report By
 NQ0167  HISTORY     - 1954     MONUMENTED       CGS
 NQ0167
 NQ0167                          STATION DESCRIPTION
 NQ0167
 NQ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0167'1.6 MI S FROM WHEATLAND.
 NQ0167'1.55 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 NQ0167'THE STATION AT WHEATLAND, 220 FEET WEST OF THE WEST RAIL, 37
 NQ0167'FEET SOUTHWEST OF A POWER POLE, 49 FEET WEST OF THE WEST BANK
 NQ0167'OF A CREEK, 3 FEET NORTH OF A FENCE, 2.8 FEET WEST OF A
 NQ0167'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0167'0.6 FOOT ABOVE THE GROUND.  IN THE NORTHWEST 1/4 OF SECTION 25,
 NQ0167'TOWNSHIP 24 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0255 ***********************************************************************
 NQ0255  DESIGNATION -  G 112
 NQ0255  PID         -  NQ0255
 NQ0255  STATE/COUNTY-  WY/CONVERSE
 NQ0255  USGS QUAD   -  ORIN (1949)
 NQ0255
 NQ0255                         *CURRENT SURVEY CONTROL
 NQ0255  ___________________________________________________________________
 NQ0255* NAD 83(1986)-  42 41 14.     (N)    105 07 34.     (W)     SCALED    
 NQ0255* NAVD 88     -      1450.502  (meters)    4758.86   (feet)  ADJUSTED  
 NQ0255  ___________________________________________________________________
 NQ0255  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0255  DYNAMIC HT  -        1449.630 (meters)    4755.99  (feet)  COMP
 NQ0255  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 NQ0255
 NQ0255  VERT ORDER  -  FIRST     CLASS II
 NQ0255
 NQ0255.The horizontal coordinates were scaled from a topographic map and have
 NQ0255.an estimated accuracy of +/- 6 seconds.
 NQ0255
 NQ0255.The orthometric height was determined by differential leveling
 NQ0255.and adjusted by the National Geodetic Survey in June 1991..
 NQ0255
 NQ0255.The geoid height was determined by GEOID03.
 NQ0255
 NQ0255.The dynamic height is computed by dividing the NAVD 88
 NQ0255.geopotential number by the normal gravity value computed on the
 NQ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0255.degrees latitude (g = 980.6199 gals.).
 NQ0255
 NQ0255.The modeled gravity was interpolated from observed gravity values.
 NQ0255
 NQ0255;                    North         East    Units  Estimated Accuracy
 NQ0255;SPC WY E     -   242,910.      203,320.      MT  (+/- 180 meters Scaled)
 NQ0255
 NQ0255                          SUPERSEDED SURVEY CONTROL
 NQ0255
 NQ0255  NGVD 29 (??/??/92) 1449.698  (m)         4756.22   (f) ADJ UNCH    1 2
 NQ0255
 NQ0255.Superseded values are not recommended for survey control.
 NQ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0255.See file dsdata.txt to determine how the superseded data were derived.
 NQ0255
 NQ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH896260(NAD 83)
 NQ0255_MARKER: DB = BENCH MARK DISK
 NQ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0255_STAMPING: G 112 1956
 NQ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0255+STABILITY: SURFACE MOTION
 NQ0255
 NQ0255  HISTORY     - Date     Condition        Report By
 NQ0255  HISTORY     - 1956     MONUMENTED       CGS
 NQ0255
 NQ0255                          STATION DESCRIPTION
 NQ0255
 NQ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0255'4.1 MI NE FROM ORIN.
 NQ0255'4.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0255'FROM THE STATION AT ORIN, 48 FEET SOUTHEAST OF THE SOUTHEAST
 NQ0255'RAIL, IN LINE WITH A ROW OF TELEPHONE POLES, 19 FEET NORTHEAST
 NQ0255'OF TELEPHONE POLE 528, 54 FEET NORTHWEST OF A FENCE, 1.7 FEET
 NQ0255'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NQ0255'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN SECTION 9, TOWNSHIP
 NQ0255'31 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0105 ***********************************************************************
 NQ0105  DESIGNATION -  G 113
 NQ0105  PID         -  NQ0105
 NQ0105  STATE/COUNTY-  WY/PLATTE
 NQ0105  USGS QUAD   -  CASSA (1990)
 NQ0105
 NQ0105                         *CURRENT SURVEY CONTROL
 NQ0105  ___________________________________________________________________
 NQ0105* NAD 83(1986)-  42 25 23.     (N)    104 56 59.     (W)     SCALED    
 NQ0105* NAVD 88     -      1373.666  (meters)    4506.77   (feet)  ADJUSTED  
 NQ0105  ___________________________________________________________________
 NQ0105  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 NQ0105  DYNAMIC HT  -        1372.846 (meters)    4504.08  (feet)  COMP
 NQ0105  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 NQ0105
 NQ0105  VERT ORDER  -  FIRST     CLASS II
 NQ0105
 NQ0105.The horizontal coordinates were scaled from a topographic map and have
 NQ0105.an estimated accuracy of +/- 6 seconds.
 NQ0105
 NQ0105.The orthometric height was determined by differential leveling
 NQ0105.and adjusted by the National Geodetic Survey in June 1991..
 NQ0105
 NQ0105.The geoid height was determined by GEOID03.
 NQ0105
 NQ0105.The dynamic height is computed by dividing the NAVD 88
 NQ0105.geopotential number by the normal gravity value computed on the
 NQ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0105.degrees latitude (g = 980.6199 gals.).
 NQ0105
 NQ0105.The modeled gravity was interpolated from observed gravity values.
 NQ0105
 NQ0105;                    North         East    Units  Estimated Accuracy
 NQ0105;SPC WY E     -   213,590.      217,850.      MT  (+/- 180 meters Scaled)
 NQ0105
 NQ0105                          SUPERSEDED SURVEY CONTROL
 NQ0105
 NQ0105  NGVD 29 (??/??/92) 1372.899  (m)         4504.25   (f) ADJ UNCH    1 2
 NQ0105
 NQ0105.Superseded values are not recommended for survey control.
 NQ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0105.See file dsdata.txt to determine how the superseded data were derived.
 NQ0105
 NQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG041967(NAD 83)
 NQ0105_MARKER: DB = BENCH MARK DISK
 NQ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0105_STAMPING: G 113 1956
 NQ0105_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0105+STABILITY: SURFACE MOTION
 NQ0105
 NQ0105  HISTORY     - Date     Condition        Report By
 NQ0105  HISTORY     - 1956     MONUMENTED       CGS
 NQ0105  HISTORY     - 1985     GOOD             DMA
 NQ0105  HISTORY     - 20000607 MARK NOT FOUND   USGS
 NQ0105
 NQ0105                          STATION DESCRIPTION
 NQ0105
 NQ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0105'7.8 MI SE FROM GLENDO.
 NQ0105'7.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0105'RAILROAD FROM THE STATION AT GLENDO, 0.5 MILE NORTHWEST OF THE
 NQ0105'STATION AT CASA, 0.2 MILE NORTHWEST OF MILEPOST 112, 150 FEET
 NQ0105'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 80 FEET WEST OF THE
 NQ0105'WEST RAIL, 40 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 17
 NQ0105'FEET EAST OF A FENCE, 2.5 FEET EAST OF A WITNESS POST, SET IN
 NQ0105'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 NQ0105'GROUND, IN THE NORTHEAST 1/4 OF SECTION 12, TOWNSHIP 28 NORTH,
 NQ0105'RANGE 68 WEST.
 NQ0105
 NQ0105                          STATION RECOVERY (1985)
 NQ0105
 NQ0105'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0105'RECOVERED IN GOOD CONDITION.
 NQ0105
 NQ0105                          STATION RECOVERY (2000)
 NQ0105
 NQ0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0105'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0024 ***********************************************************************
 MQ0024  DESIGNATION -  G 115
 MQ0024  PID         -  MQ0024
 MQ0024  STATE/COUNTY-  WY/SWEETWATER
 MQ0024  USGS QUAD   -  J O DUGWAY (1970)
 MQ0024
 MQ0024                         *CURRENT SURVEY CONTROL
 MQ0024  ___________________________________________________________________
 MQ0024* NAD 83(1986)-  41 36 58.     (N)    108 22 31.     (W)     SCALED    
 MQ0024* NAVD 88     -      2089.071  (meters)    6853.89   (feet)  ADJUSTED  
 MQ0024  ___________________________________________________________________
 MQ0024  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 MQ0024  DYNAMIC HT  -        2087.221 (meters)    6847.82  (feet)  COMP
 MQ0024  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 MQ0024
 MQ0024  VERT ORDER  -  FIRST     CLASS II
 MQ0024
 MQ0024.The horizontal coordinates were scaled from a topographic map and have
 MQ0024.an estimated accuracy of +/- 6 seconds.
 MQ0024
 MQ0024.The orthometric height was determined by differential leveling
 MQ0024.and adjusted by the National Geodetic Survey in June 1991..
 MQ0024
 MQ0024.The geoid height was determined by GEOID03.
 MQ0024
 MQ0024.The dynamic height is computed by dividing the NAVD 88
 MQ0024.geopotential number by the normal gravity value computed on the
 MQ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0024.degrees latitude (g = 980.6199 gals.).
 MQ0024
 MQ0024.The modeled gravity was interpolated from observed gravity values.
 MQ0024
 MQ0024;                    North         East    Units  Estimated Accuracy
 MQ0024;SPC WYWC     -   124,010.      631,230.      MT  (+/- 180 meters Scaled)
 MQ0024
 MQ0024                          SUPERSEDED SURVEY CONTROL
 MQ0024
 MQ0024  NGVD 29 (06/08/92) 2087.795  (m)         6849.71   (f) ADJUSTED    1 2
 MQ0024
 MQ0024.Superseded values are not recommended for survey control.
 MQ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0024.See file dsdata.txt to determine how the superseded data were derived.
 MQ0024
 MQ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM186104(NAD 83)
 MQ0024_MARKER: DB = BENCH MARK DISK
 MQ0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0024_SP_SET: CULVERT
 MQ0024_STAMPING: G 115 1956
 MQ0024_MARK LOGO: CGS   
 MQ0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0024
 MQ0024  HISTORY     - Date     Condition        Report By
 MQ0024  HISTORY     - 1956     MONUMENTED       CGS
 MQ0024  HISTORY     - 1983     GOOD             NGS
 MQ0024
 MQ0024                          STATION DESCRIPTION
 MQ0024
 MQ0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0024'0.7 MI E FROM TABLE ROCK.
 MQ0024'0.7 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0024'TABLE ROCK, 2 1/2 POLES WEST OF MILEPOST 746, 10 FEET SOUTH OF THE
 MQ0024'SOUTH RAIL OF THE NORTH TRACK, 2 FEET BELOW THE TOP OF THE RAILS, SET
 MQ0024'IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A LARGE CONCRETE
 MQ0024'CULVERT, IN THE NORTHWEST 1/4 OF SECTION 19, TOWNSHIP 19 NORTH, RANGE
 MQ0024'97 WEST.
 MQ0024
 MQ0024                          STATION RECOVERY (1983)
 MQ0024
 MQ0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0267 ***********************************************************************
 MP0267  DESIGNATION -  G 116
 MP0267  PID         -  MP0267
 MP0267  STATE/COUNTY-  WY/CARBON
 MP0267  USGS QUAD   -  RAWLINS PEAK SW (1983)
 MP0267
 MP0267                         *CURRENT SURVEY CONTROL
 MP0267  ___________________________________________________________________
 MP0267* NAD 83(1986)-  41 45 15.     (N)    107 27 48.     (W)     SCALED    
 MP0267* NAVD 88     -      2035.544  (meters)    6678.28   (feet)  ADJUSTED  
 MP0267  ___________________________________________________________________
 MP0267  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 MP0267  DYNAMIC HT  -        2033.755 (meters)    6672.41  (feet)  COMP
 MP0267  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 MP0267
 MP0267  VERT ORDER  -  FIRST     CLASS II
 MP0267
 MP0267.The horizontal coordinates were scaled from a topographic map and have
 MP0267.an estimated accuracy of +/- 6 seconds.
 MP0267
 MP0267.The orthometric height was determined by differential leveling
 MP0267.and adjusted by the National Geodetic Survey in June 1991..
 MP0267
 MP0267.The geoid height was determined by GEOID03.
 MP0267
 MP0267.The dynamic height is computed by dividing the NAVD 88
 MP0267.geopotential number by the normal gravity value computed on the
 MP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0267.degrees latitude (g = 980.6199 gals.).
 MP0267
 MP0267.The modeled gravity was interpolated from observed gravity values.
 MP0267
 MP0267;                    North         East    Units  Estimated Accuracy
 MP0267;SPC WYEC     -   239,280.      389,190.      MT  (+/- 180 meters Scaled)
 MP0267
 MP0267                          SUPERSEDED SURVEY CONTROL
 MP0267
 MP0267  NGVD 29 (06/08/92) 2034.305  (m)         6674.22   (f) ADJUSTED    1 2
 MP0267
 MP0267.Superseded values are not recommended for survey control.
 MP0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0267.See file dsdata.txt to determine how the superseded data were derived.
 MP0267
 MP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG952254(NAD 83)
 MP0267_MARKER: DB = BENCH MARK DISK
 MP0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0267_STAMPING: G 116 1956
 MP0267_MARK LOGO: CGS   
 MP0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0267+STABILITY: SURFACE MOTION
 MP0267
 MP0267  HISTORY     - Date     Condition        Report By
 MP0267  HISTORY     - 1956     MONUMENTED       CGS
 MP0267  HISTORY     - 1983     GOOD             NGS
 MP0267
 MP0267                          STATION DESCRIPTION
 MP0267
 MP0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0267'12.7 MI W FROM RAWLINS.
 MP0267'12.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0267'RAWLINS, 150 FEET SOUTHEAST OF THE TRACK, 60 FEET BELOW THE TOP OF THE
 MP0267'RAILS, 87 FEET SOUTHEAST OF THE TOE OF A FILL, 0.5 MILE EAST OF
 MP0267'MILEPOST 696, 3 FEET NORTHWEST OF A FENCE, SET IN THE TOP OF A
 MP0267'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 28,
 MP0267'TOWNSHIP 21 NORTH, RANGE 89 WEST.
 MP0267
 MP0267                          STATION RECOVERY (1983)
 MP0267
 MP0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0379 ***********************************************************************
 MP0379  DESIGNATION -  G 117
 MP0379  PID         -  MP0379
 MP0379  STATE/COUNTY-  WY/SWEETWATER
 MP0379  USGS QUAD   -  CRESTON (1981)
 MP0379
 MP0379                         *CURRENT SURVEY CONTROL
 MP0379  ___________________________________________________________________
 MP0379* NAD 83(1986)-  41 41 56.     (N)    107 50 19.     (W)     SCALED    
 MP0379* NAVD 88     -      2113.228  (meters)    6933.15   (feet)  ADJUSTED  
 MP0379  ___________________________________________________________________
 MP0379  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 MP0379  DYNAMIC HT  -        2111.337 (meters)    6926.94  (feet)  COMP
 MP0379  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 MP0379
 MP0379  VERT ORDER  -  FIRST     CLASS II
 MP0379
 MP0379.The horizontal coordinates were scaled from a topographic map and have
 MP0379.an estimated accuracy of +/- 6 seconds.
 MP0379
 MP0379.The orthometric height was determined by differential leveling
 MP0379.and adjusted by the National Geodetic Survey in June 1991..
 MP0379
 MP0379.The geoid height was determined by GEOID03.
 MP0379
 MP0379.The dynamic height is computed by dividing the NAVD 88
 MP0379.geopotential number by the normal gravity value computed on the
 MP0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0379.degrees latitude (g = 980.6199 gals.).
 MP0379
 MP0379.The modeled gravity was interpolated from observed gravity values.
 MP0379
 MP0379;                    North         East    Units  Estimated Accuracy
 MP0379;SPC WYWC     -   133,540.      675,860.      MT  (+/- 180 meters Scaled)
 MP0379
 MP0379                          SUPERSEDED SURVEY CONTROL
 MP0379
 MP0379  NGVD 29 (??/??/92) 2111.888  (m)         6928.75   (f) ADJ UNCH    1 2
 MP0379
 MP0379.Superseded values are not recommended for survey control.
 MP0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0379.See file dsdata.txt to determine how the superseded data were derived.
 MP0379
 MP0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG637202(NAD 83)
 MP0379_MARKER: DB = BENCH MARK DISK
 MP0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0379_SP_SET: CULVERT
 MP0379_STAMPING: G 117 1956
 MP0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0379
 MP0379  HISTORY     - Date     Condition        Report By
 MP0379  HISTORY     - 1956     MONUMENTED       CGS
 MP0379  HISTORY     - 1966     MARK NOT FOUND   USGS
 MP0379  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0379
 MP0379                          STATION DESCRIPTION
 MP0379
 MP0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0379'4.7 MI W FROM CRESTON.
 MP0379'4.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MP0379'AT CRESTON, 0.4 MILE WEST OF THE STATION SIGN AT LATHAM, 0.4 MILE EAST
 MP0379'OF MILEPOST 717, 15.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 MP0379'6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF
 MP0379'THE NORTH STONE HEADWALL OF A 24 INCH STEEL PIPE CULVERT, IN SECTION
 MP0379'23, TOWNSHIP 20 NORTH, RANGE 93 WEST.
 MP0379
 MP0379                          STATION RECOVERY (1966)
 MP0379
 MP0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MP0379'MARK NOT FOUND.
 MP0379
 MP0379                          STATION RECOVERY (1983)
 MP0379
 MP0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0009 ***********************************************************************
 MQ0009  DESIGNATION -  G 118
 MQ0009  PID         -  MQ0009
 MQ0009  STATE/COUNTY-  WY/SWEETWATER
 MQ0009  USGS QUAD   -  RED DESERT (1970)
 MQ0009
 MQ0009                         *CURRENT SURVEY CONTROL
 MQ0009  ___________________________________________________________________
 MQ0009* NAD 83(1986)-  41 39 04.     (N)    108 07 28.     (W)     SCALED    
 MQ0009* NAVD 88     -      2051.967  (meters)    6732.16   (feet)  ADJUSTED  
 MQ0009  ___________________________________________________________________
 MQ0009  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0009  DYNAMIC HT  -        2050.167 (meters)    6726.26  (feet)  COMP
 MQ0009  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 MQ0009
 MQ0009  VERT ORDER  -  FIRST     CLASS II
 MQ0009
 MQ0009.The horizontal coordinates were scaled from a topographic map and have
 MQ0009.an estimated accuracy of +/- 6 seconds.
 MQ0009
 MQ0009.The orthometric height was determined by differential leveling
 MQ0009.and adjusted by the National Geodetic Survey in June 1991..
 MQ0009
 MQ0009.The geoid height was determined by GEOID03.
 MQ0009
 MQ0009.The dynamic height is computed by dividing the NAVD 88
 MQ0009.geopotential number by the normal gravity value computed on the
 MQ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0009.degrees latitude (g = 980.6199 gals.).
 MQ0009
 MQ0009.The modeled gravity was interpolated from observed gravity values.
 MQ0009
 MQ0009;                    North         East    Units  Estimated Accuracy
 MQ0009;SPC WYWC     -   128,020.      652,110.      MT  (+/- 180 meters Scaled)
 MQ0009
 MQ0009                          SUPERSEDED SURVEY CONTROL
 MQ0009
 MQ0009  NGVD 29 (??/??/92) 2050.606  (m)         6727.70   (f) ADJ UNCH    1 2
 MQ0009
 MQ0009.Superseded values are not recommended for survey control.
 MQ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0009.See file dsdata.txt to determine how the superseded data were derived.
 MQ0009
 MQ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM394150(NAD 83)
 MQ0009_MARKER: DB = BENCH MARK DISK
 MQ0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0009_SP_SET: ABUTMENT
 MQ0009_STAMPING: G 118 1956
 MQ0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0009
 MQ0009  HISTORY     - Date     Condition        Report By
 MQ0009  HISTORY     - 1956     MONUMENTED       CGS
 MQ0009  HISTORY     - 1969     GOOD             NGS
 MQ0009
 MQ0009                          STATION DESCRIPTION
 MQ0009
 MQ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0009'0.3 MI E FROM RED DESERT.
 MQ0009'0.3 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0009'AT RED DESERT, 8.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MQ0009'NORTHWEST TRACK, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 MQ0009'THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A BRIDGE, IN SECTION 4,
 MQ0009'TOWNSHIP 19 NORTH, RANGE 95 WEST.
 MQ0009
 MQ0009                          STATION RECOVERY (1969)
 MQ0009
 MQ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MQ0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0150 ***********************************************************************
 NQ0150  DESIGNATION -  G 119
 NQ0150  PID         -  NQ0150
 NQ0150  STATE/COUNTY-  WY/PLATTE
 NQ0150  USGS QUAD   -  DWYER (1990)
 NQ0150
 NQ0150                         *CURRENT SURVEY CONTROL
 NQ0150  ___________________________________________________________________
 NQ0150* NAD 83(1986)-  42 07 53.     (N)    104 55 13.     (W)     SCALED    
 NQ0150* NAVD 88     -      1362.912  (meters)    4471.49   (feet)  ADJUSTED  
 NQ0150  ___________________________________________________________________
 NQ0150  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NQ0150  DYNAMIC HT  -        1362.038 (meters)    4468.62  (feet)  COMP
 NQ0150  MODELED GRAV-     979,933.5   (mgal)                       NAVD 88
 NQ0150
 NQ0150  VERT ORDER  -  FIRST     CLASS II
 NQ0150
 NQ0150.The horizontal coordinates were scaled from a topographic map and have
 NQ0150.an estimated accuracy of +/- 6 seconds.
 NQ0150
 NQ0150.The orthometric height was determined by differential leveling
 NQ0150.and adjusted by the National Geodetic Survey in June 1991..
 NQ0150
 NQ0150.The geoid height was determined by GEOID03.
 NQ0150
 NQ0150.The dynamic height is computed by dividing the NAVD 88
 NQ0150.geopotential number by the normal gravity value computed on the
 NQ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0150.degrees latitude (g = 980.6199 gals.).
 NQ0150
 NQ0150.The modeled gravity was interpolated from observed gravity values.
 NQ0150
 NQ0150;                    North         East    Units  Estimated Accuracy
 NQ0150;SPC WY E     -   181,200.      220,370.      MT  (+/- 180 meters Scaled)
 NQ0150
 NQ0150                          SUPERSEDED SURVEY CONTROL
 NQ0150
 NQ0150  NGVD 29 (??/??/92) 1362.113  (m)         4468.87   (f) ADJ UNCH    1 2
 NQ0150
 NQ0150.Superseded values are not recommended for survey control.
 NQ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0150.See file dsdata.txt to determine how the superseded data were derived.
 NQ0150
 NQ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG065643(NAD 83)
 NQ0150_MARKER: DB = BENCH MARK DISK
 NQ0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0150_SP_SET: CONCRETE FOUNDATION
 NQ0150_STAMPING: G 119 1956
 NQ0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0150
 NQ0150  HISTORY     - Date     Condition        Report By
 NQ0150  HISTORY     - 1956     MONUMENTED       CGS
 NQ0150
 NQ0150                          STATION DESCRIPTION
 NQ0150
 NQ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0150'7.1 MI NW FROM WHEATLAND.
 NQ0150'7.1 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0150'FROM THE STATION AT WHEATLAND, 73 FEET NORTH OF THE NORTHEAST
 NQ0150'CORNER OF A HOUSE, 18.6 FEET NORTH OF THE NORTH RAIL OF THE
 NQ0150'MAIN TRACK, 7 FEET WEST OF A PUMP, 1.2 FEET ABOVE THE GROUND,
 NQ0150'SET IN THE TOP OF THE CENTER OF THE CONCRETE FOUNDATION OF A
 NQ0150'PUMP JACK, IN SECTION 20, TOWNSHIP 25 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0005 ***********************************************************************
 PY0005  DESIGNATION -  G 12
 PY0005  PID         -  PY0005
 PY0005  STATE/COUNTY-  WY/PARK
 PY0005  USGS QUAD   -  MOUNT CHITTENDEN (1991)
 PY0005
 PY0005                         *CURRENT SURVEY CONTROL
 PY0005  ___________________________________________________________________
 PY0005* NAD 83(1986)-  44 30 03.     (N)    110 13 24.     (W)     SCALED    
 PY0005* NAVD 88     -      2575.889  (meters)    8451.06   (feet)  POSTED    
 PY0005  ___________________________________________________________________
 PY0005  GEOID HEIGHT-          -7.99  (meters)                     GEOID03
 PY0005  DYNAMIC HT  -        2574.170 (meters)    8445.42  (feet)  COMP
 PY0005  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 PY0005
 PY0005  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PY0005
 PY0005.The horizontal coordinates were scaled from a topographic map and have
 PY0005.an estimated accuracy of +/- 6 seconds.
 PY0005
 PY0005.The orthometric height was determined by differential leveling
 PY0005.and adjusted by the National Geodetic Survey in 1992..
 PY0005.No vertical observational check was made to the station.
 PY0005.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PY0005.was located on a no-check spur therefore a value was not computed.
 PY0005
 PY0005.The geoid height was determined by GEOID03.
 PY0005
 PY0005.The dynamic height is computed by dividing the NAVD 88
 PY0005.geopotential number by the normal gravity value computed on the
 PY0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0005.degrees latitude (g = 980.6199 gals.).
 PY0005
 PY0005.The modeled gravity was interpolated from observed gravity values.
 PY0005
 PY0005;                    North         East    Units  Estimated Accuracy
 PY0005;SPC WYWC     -   445,450.      482,840.      MT  (+/- 180 meters Scaled)
 PY0005
 PY0005                          SUPERSEDED SURVEY CONTROL
 PY0005
 PY0005  NGVD 29 (??/??/92) 2574.562  (m)         8446.71   (f) ADJ UNCH    2 0
 PY0005
 PY0005.Superseded values are not recommended for survey control.
 PY0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0005.See file dsdata.txt to determine how the superseded data were derived.
 PY0005
 PY0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ617277(NAD 83)
 PY0005_MARKER: DB = BENCH MARK DISK
 PY0005_SETTING: 80 = SET IN A BOULDER
 PY0005_STAMPING: G 12 1923
 PY0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0005+STABILITY: SURFACE MOTION
 PY0005
 PY0005  HISTORY     - Date     Condition        Report By
 PY0005  HISTORY     - 1923     MONUMENTED       CGS
 PY0005  HISTORY     - 1958     MARK NOT FOUND   USGS
 PY0005
 PY0005                          STATION DESCRIPTION
 PY0005
 PY0005'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0005'11.5 MI E FROM LAKE JUNCTION.
 PY0005'11.5 MILES EAST ALONG THE LAKE JUNCTION-EAST ENTRANCE ROAD FROM LAKE
 PY0005'JUNCTION, YELLOWSTONE NATIONAL PARK, 10 FEET SOUTH OF THE ROAD, 1 FOOT
 PY0005'HIGHER THAN THE ROAD, AND IN A BOULDER.  A STANDARD DISK, STAMPED G 12
 PY0005'1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0117 ***********************************************************************
 PV0117  DESIGNATION -  G 120
 PV0117  PID         -  PV0117
 PV0117  STATE/COUNTY-  WY/CROOK
 PV0117  USGS QUAD   -  SPYGLASS HILL (1982)
 PV0117
 PV0117                         *CURRENT SURVEY CONTROL
 PV0117  ___________________________________________________________________
 PV0117* NAD 83(1986)-  44 13 37.     (N)    104 53 21.     (W)     SCALED    
 PV0117* NAVD 88     -      1327.575  (meters)    4355.55   (feet)  ADJUSTED  
 PV0117  ___________________________________________________________________
 PV0117  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0117  DYNAMIC HT  -        1327.033 (meters)    4353.77  (feet)  COMP
 PV0117  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 PV0117
 PV0117  VERT ORDER  -  FIRST     CLASS II
 PV0117
 PV0117.The horizontal coordinates were scaled from a topographic map and have
 PV0117.an estimated accuracy of +/- 6 seconds.
 PV0117
 PV0117.The orthometric height was determined by differential leveling
 PV0117.and adjusted by the National Geodetic Survey in June 1991..
 PV0117
 PV0117.The geoid height was determined by GEOID03.
 PV0117
 PV0117.The dynamic height is computed by dividing the NAVD 88
 PV0117.geopotential number by the normal gravity value computed on the
 PV0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0117.degrees latitude (g = 980.6199 gals.).
 PV0117
 PV0117.The modeled gravity was interpolated from observed gravity values.
 PV0117
 PV0117;                    North         East    Units  Estimated Accuracy
 PV0117;SPC WY E     -   414,000.      222,170.      MT  (+/- 180 meters Scaled)
 PV0117
 PV0117                          SUPERSEDED SURVEY CONTROL
 PV0117
 PV0117  NGVD 29 (??/??/92) 1326.938  (m)         4353.46   (f) ADJ UNCH    1 2
 PV0117
 PV0117.Superseded values are not recommended for survey control.
 PV0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0117.See file dsdata.txt to determine how the superseded data were derived.
 PV0117
 PV0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ088970(NAD 83)
 PV0117_MARKER: DB = BENCH MARK DISK
 PV0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0117_STAMPING: G 120 1957
 PV0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0117+STABILITY: SURFACE MOTION
 PV0117
 PV0117  HISTORY     - Date     Condition        Report By
 PV0117  HISTORY     - 1957     MONUMENTED       CGS
 PV0117
 PV0117                          STATION DESCRIPTION
 PV0117
 PV0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0117'4 MI SE FROM MOORCROFT.
 PV0117'4.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0117'RAILROAD FROM THE STATION AT MOORCROFT, 32 FEET EAST OF THE 8TH
 PV0117'POLE NORTHWEST OF MILEPOST 565, 66 FEET NORTHEAST OF THE
 PV0117'NORTHEAST RAIL, 193 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 PV0117'HIGHWAY 16, 2 1/2 FEET NORTHEAST OF THE FENCE LINE, 1 FOOT
 PV0117'SOUTHEAST OF A CONCRETE WITNESS POST, ABOUT 4 FEET ABOVE THE
 PV0117'RAIL AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0229 ***********************************************************************
 PV0229  DESIGNATION -  G 121
 PV0229  PID         -  PV0229
 PV0229  STATE/COUNTY-  WY/CAMPBELL
 PV0229  USGS QUAD   -  FORTIN DRAW (1971)
 PV0229
 PV0229                         *CURRENT SURVEY CONTROL
 PV0229  ___________________________________________________________________
 PV0229* NAD 83(1986)-  44 17 26.     (N)    105 19 27.     (W)     SCALED    
 PV0229* NAVD 88     -      1332.378  (meters)    4371.31   (feet)  ADJUSTED  
 PV0229  ___________________________________________________________________
 PV0229  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 PV0229  DYNAMIC HT  -        1331.845 (meters)    4369.56  (feet)  COMP
 PV0229  MODELED GRAV-     980,171.2   (mgal)                       NAVD 88
 PV0229
 PV0229  VERT ORDER  -  FIRST     CLASS II
 PV0229
 PV0229.The horizontal coordinates were scaled from a topographic map and have
 PV0229.an estimated accuracy of +/- 6 seconds.
 PV0229
 PV0229.The orthometric height was determined by differential leveling
 PV0229.and adjusted by the National Geodetic Survey in June 1991..
 PV0229
 PV0229.The geoid height was determined by GEOID03.
 PV0229
 PV0229.The dynamic height is computed by dividing the NAVD 88
 PV0229.geopotential number by the normal gravity value computed on the
 PV0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0229.degrees latitude (g = 980.6199 gals.).
 PV0229
 PV0229.The modeled gravity was interpolated from observed gravity values.
 PV0229
 PV0229;                    North         East    Units  Estimated Accuracy
 PV0229;SPC WY E     -   421,040.      187,430.      MT  (+/- 180 meters Scaled)
 PV0229
 PV0229                          SUPERSEDED SURVEY CONTROL
 PV0229
 PV0229  NGVD 29 (??/??/92) 1331.753  (m)         4369.26   (f) ADJ UNCH    1 2
 PV0229
 PV0229.Superseded values are not recommended for survey control.
 PV0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0229.See file dsdata.txt to determine how the superseded data were derived.
 PV0229
 PV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK741041(NAD 83)
 PV0229_MARKER: DB = BENCH MARK DISK
 PV0229_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0229_SP_SET: BRIDGE ABUTMENT
 PV0229_STAMPING: G 121 1957
 PV0229_MARK LOGO: CGS   
 PV0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0229
 PV0229  HISTORY     - Date     Condition        Report By
 PV0229  HISTORY     - 1957     MONUMENTED       CGS
 PV0229  HISTORY     - 1985     GOOD             NGS
 PV0229
 PV0229                          STATION DESCRIPTION
 PV0229
 PV0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0229'9 MI E FROM GILLETTE.
 PV0229'9.05 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0229'FROM THE STATION AT GILLETTE, IN THE TOP OF THE NORTH END OF
 PV0229'THE EAST ABUTMENT OF BRIDGE 588.15, 6 FEET NORTH OF THE NORTH RAIL
 PV0229'AND ABOUT 4 FEET BELOW THE TRACK.
 PV0229
 PV0229                          STATION RECOVERY (1985)
 PV0229
 PV0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0283 ***********************************************************************
 PV0283  DESIGNATION -  G 122
 PV0283  PID         -  PV0283
 PV0283  STATE/COUNTY-  WY/CAMPBELL
 PV0283  USGS QUAD   -  ORIVA (1971)
 PV0283
 PV0283                         *CURRENT SURVEY CONTROL
 PV0283  ___________________________________________________________________
 PV0283* NAD 83(1986)-  44 20 19.     (N)    105 42 18.     (W)     SCALED    
 PV0283* NAVD 88     -      1394.008  (meters)    4573.51   (feet)  ADJUSTED  
 PV0283  ___________________________________________________________________
 PV0283  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 PV0283  DYNAMIC HT  -        1393.418 (meters)    4571.57  (feet)  COMP
 PV0283  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 PV0283
 PV0283  VERT ORDER  -  FIRST     CLASS II
 PV0283
 PV0283.The horizontal coordinates were scaled from a topographic map and have
 PV0283.an estimated accuracy of +/- 6 seconds.
 PV0283
 PV0283.The orthometric height was determined by differential leveling
 PV0283.and adjusted by the National Geodetic Survey in June 1991..
 PV0283
 PV0283.The geoid height was determined by GEOID03.
 PV0283
 PV0283.The dynamic height is computed by dividing the NAVD 88
 PV0283.geopotential number by the normal gravity value computed on the
 PV0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0283.degrees latitude (g = 980.6199 gals.).
 PV0283
 PV0283.The modeled gravity was interpolated from observed gravity values.
 PV0283
 PV0283;                    North         East    Units  Estimated Accuracy
 PV0283;SPC WY E     -   426,510.      157,070.      MT  (+/- 180 meters Scaled)
 PV0283
 PV0283                          SUPERSEDED SURVEY CONTROL
 PV0283
 PV0283  NGVD 29 (??/??/92) 1393.322  (m)         4571.26   (f) ADJ UNCH    1 2
 PV0283
 PV0283.Superseded values are not recommended for survey control.
 PV0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0283.See file dsdata.txt to determine how the superseded data were derived.
 PV0283
 PV0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK438097(NAD 83)
 PV0283_MARKER: DB = BENCH MARK DISK
 PV0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0283_STAMPING: G 122 1957
 PV0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0283+STABILITY: SURFACE MOTION
 PV0283
 PV0283  HISTORY     - Date     Condition        Report By
 PV0283  HISTORY     - 1957     MONUMENTED       CGS
 PV0283
 PV0283                          STATION DESCRIPTION
 PV0283
 PV0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0283'11.8 MI NW FROM GILLETTE.
 PV0283'ABOUT 11.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0283'QUINCY RAILROAD FROM THE STATION AT GILLETTE, 187 FEET SOUTH
 PV0283'AND ACROSS THE TRACK FROM MILEPOST 609, 93 FEET SOUTHWEST OF THE
 PV0283'SOUTHWEST RAIL, AT THE NORTHWEST END OF A BENCH CUT, 15 FEET
 PV0283'SOUTHWEST OF THE FENCE LINE, 2 1/2 FEET NORTHWEST OF A WHITE
 PV0283'WOODEN WITNESS POST, ABOUT 10 FEET ABOVE THE TRACK AND IN THE
 PV0283'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0007 ***********************************************************************
 PW0007  DESIGNATION -  G 123
 PW0007  PID         -  PW0007
 PW0007  STATE/COUNTY-  WY/SHERIDAN
 PW0007  USGS QUAD   -  LARIAT (1972)
 PW0007
 PW0007                         *CURRENT SURVEY CONTROL
 PW0007  ___________________________________________________________________
 PW0007* NAD 83(1986)-  44 37 07.     (N)    106 02 06.     (W)     SCALED    
 PW0007* NAVD 88     -      1171.271  (meters)    3842.74   (feet)  ADJUSTED  
 PW0007  ___________________________________________________________________
 PW0007  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 PW0007  DYNAMIC HT  -        1170.839 (meters)    3841.33  (feet)  COMP
 PW0007  MODELED GRAV-     980,208.4   (mgal)                       NAVD 88
 PW0007
 PW0007  VERT ORDER  -  FIRST     CLASS II
 PW0007
 PW0007.The horizontal coordinates were scaled from a topographic map and have
 PW0007.an estimated accuracy of +/- 6 seconds.
 PW0007
 PW0007.The orthometric height was determined by differential leveling
 PW0007.and adjusted by the National Geodetic Survey in June 1991..
 PW0007
 PW0007.The geoid height was determined by GEOID03.
 PW0007
 PW0007.The dynamic height is computed by dividing the NAVD 88
 PW0007.geopotential number by the normal gravity value computed on the
 PW0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0007.degrees latitude (g = 980.6199 gals.).
 PW0007
 PW0007.The modeled gravity was interpolated from observed gravity values.
 PW0007
 PW0007;                    North         East    Units  Estimated Accuracy
 PW0007;SPC WYEC     -   558,300.      503,040.      MT  (+/- 180 meters Scaled)
 PW0007
 PW0007                          SUPERSEDED SURVEY CONTROL
 PW0007
 PW0007  NGVD 29 (??/??/92) 1170.600  (m)         3840.54   (f) ADJ UNCH    1 2
 PW0007
 PW0007.Superseded values are not recommended for survey control.
 PW0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0007.See file dsdata.txt to determine how the superseded data were derived.
 PW0007
 PW0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK178411(NAD 83)
 PW0007_MARKER: DB = BENCH MARK DISK
 PW0007_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0007_SP_SET: 21 FEET
 PW0007_STAMPING: G 123 1957
 PW0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0007
 PW0007  HISTORY     - Date     Condition        Report By
 PW0007  HISTORY     - 1957     MONUMENTED       CGS
 PW0007  HISTORY     - 1972     MARK NOT FOUND   USGS
 PW0007
 PW0007                          STATION DESCRIPTION
 PW0007
 PW0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0007'5.95 MI SE FROM ARVADA.
 PW0007'5.95 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0007'FROM THE STATION AT ARVADA, 7 RAILS NORTHWEST OF MILEPOST 635, 50 FEET
 PW0007'NORTHEAST OF THE NORTHEAST RAIL, 42 FEET NORTHWEST OF A TELEPHONE
 PW0007'POLE, 3 1/2 FEET NORTHEAST OF THE FENCE, 2 FEET SOUTHEAST OF A
 PW0007'CONCRETE WITNESS POST, LEVEL WITH THE TRACK AND IS A DISK ON A
 PW0007'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 21 FEET AND IS
 PW0007'ENCASED IN A 6-INCH TILE THAT PROJECTS 7 INCHES.
 PW0007
 PW0007                          STATION RECOVERY (1972)
 PW0007
 PW0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PW0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0035 ***********************************************************************
 OU0035  DESIGNATION -  G 124
 OU0035  PID         -  OU0035
 OU0035  STATE/COUNTY-  WY/WESTON
 OU0035  USGS QUAD   -  OWENS (1951)
 OU0035
 OU0035                         *CURRENT SURVEY CONTROL
 OU0035  ___________________________________________________________________
 OU0035* NAD 83(1986)-  43 44 44.     (N)    104 08 30.     (W)     SCALED    
 OU0035* NAVD 88     -      1245.568  (meters)    4086.50   (feet)  ADJUSTED  
 OU0035  ___________________________________________________________________
 OU0035  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OU0035  DYNAMIC HT  -        1245.020 (meters)    4084.70  (feet)  COMP
 OU0035  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 OU0035
 OU0035  VERT ORDER  -  FIRST     CLASS II
 OU0035
 OU0035.The horizontal coordinates were scaled from a topographic map and have
 OU0035.an estimated accuracy of +/- 6 seconds.
 OU0035
 OU0035.The orthometric height was determined by differential leveling
 OU0035.and adjusted by the National Geodetic Survey in June 1991..
 OU0035
 OU0035.The geoid height was determined by GEOID03.
 OU0035
 OU0035.The dynamic height is computed by dividing the NAVD 88
 OU0035.geopotential number by the normal gravity value computed on the
 OU0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0035.degrees latitude (g = 980.6199 gals.).
 OU0035
 OU0035.The modeled gravity was interpolated from observed gravity values.
 OU0035
 OU0035;                    North         East    Units  Estimated Accuracy
 OU0035;SPC WY E     -   360,990.      282,560.      MT  (+/- 180 meters Scaled)
 OU0035
 OU0035                          SUPERSEDED SURVEY CONTROL
 OU0035
 OU0035  NGVD 29 (??/??/92) 1244.938  (m)         4084.43   (f) ADJ UNCH    1 2
 OU0035
 OU0035.Superseded values are not recommended for survey control.
 OU0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0035.See file dsdata.txt to determine how the superseded data were derived.
 OU0035
 OU0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ691439(NAD 83)
 OU0035_MARKER: DB = BENCH MARK DISK
 OU0035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0035_SP_SET: 17 FEET
 OU0035_STAMPING: G 124 1957
 OU0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0035
 OU0035  HISTORY     - Date     Condition        Report By
 OU0035  HISTORY     - 1957     MONUMENTED       CGS
 OU0035
 OU0035                          STATION DESCRIPTION
 OU0035
 OU0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0035'8.9 MI SE FROM NEWCASTLE.
 OU0035'ABOUT 8.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0035'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 35,
 OU0035'T. 44 N., R. 61 W., 10 POLES SOUTH OF MILEPOST 512, 10 POLES
 OU0035'NORTH OF A PRIVATE ROAD CROSSING, 93 FEET WEST OF THE WEST RAIL,
 OU0035'4 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 OU0035'WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK ON A 5/8-INCH
 OU0035'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 17 FEET AND IS
 OU0035'ENCASED IN A 6-INCH TILE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0078 ***********************************************************************
 OU0078  DESIGNATION -  G 125
 OU0078  PID         -  OU0078
 OU0078  STATE/COUNTY-  WY/WESTON
 OU0078  USGS QUAD   -  OSAGE SE (1979)
 OU0078
 OU0078                         *CURRENT SURVEY CONTROL
 OU0078  ___________________________________________________________________
 OU0078* NAD 83(1986)-  43 49 32.     (N)    104 15 51.     (W)     SCALED    
 OU0078* NAVD 88     -      1246.263  (meters)    4088.78   (feet)  ADJUSTED  
 OU0078  ___________________________________________________________________
 OU0078  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 OU0078  DYNAMIC HT  -        1245.720 (meters)    4087.00  (feet)  COMP
 OU0078  MODELED GRAV-     980,139.6   (mgal)                       NAVD 88
 OU0078
 OU0078  VERT ORDER  -  FIRST     CLASS II
 OU0078
 OU0078.The horizontal coordinates were scaled from a topographic map and have
 OU0078.an estimated accuracy of +/- 6 seconds.
 OU0078
 OU0078.The orthometric height was determined by differential leveling
 OU0078.and adjusted by the National Geodetic Survey in June 1991..
 OU0078
 OU0078.The geoid height was determined by GEOID03.
 OU0078
 OU0078.The dynamic height is computed by dividing the NAVD 88
 OU0078.geopotential number by the normal gravity value computed on the
 OU0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0078.degrees latitude (g = 980.6199 gals.).
 OU0078
 OU0078.The modeled gravity was interpolated from observed gravity values.
 OU0078
 OU0078;                    North         East    Units  Estimated Accuracy
 OU0078;SPC WY E     -   369,760.      272,590.      MT  (+/- 180 meters Scaled)
 OU0078
 OU0078                          SUPERSEDED SURVEY CONTROL
 OU0078
 OU0078  NGVD 29 (??/??/92) 1245.622  (m)         4086.68   (f) ADJ UNCH    1 2
 OU0078
 OU0078.Superseded values are not recommended for survey control.
 OU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0078.See file dsdata.txt to determine how the superseded data were derived.
 OU0078
 OU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ591527(NAD 83)
 OU0078_MARKER: DB = BENCH MARK DISK
 OU0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0078_SP_SET: CONCRETE POST
 OU0078_STAMPING: G 125 1957
 OU0078_MARK LOGO: CGS   
 OU0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0078+STABILITY: SURFACE MOTION
 OU0078
 OU0078  HISTORY     - Date     Condition        Report By
 OU0078  HISTORY     - 1957     MONUMENTED       CGS
 OU0078  HISTORY     - 1985     GOOD             NGS
 OU0078
 OU0078                          STATION DESCRIPTION
 OU0078
 OU0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0078'4 MI SW FROM NEWCASTLE.
 OU0078'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 16 FROM THE CROSSING OF
 OU0078'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT NEWCASTLE, THENCE
 OU0078'2.0 MILE SOUTHWEST ALONG A ROAD, IN SECTION 2, T.44 N., R.62 W.,
 OU0078'0.35 MILE SOUTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTH, 0.1
 OU0078'MILE SOUTHWEST OF A POWER LINE CROSSING, 91 FEET SOUTHEAST OF THE
 OU0078'CENTER LINE OF THE ROAD, 2 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 OU0078'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD AND IN THE
 OU0078'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 OU0078
 OU0078                          STATION RECOVERY (1985)
 OU0078
 OU0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0091 ***********************************************************************
 PV0091  DESIGNATION -  G 126
 PV0091  PID         -  PV0091
 PV0091  STATE/COUNTY-  WY/WESTON
 PV0091  USGS QUAD   -  UPTON EAST (1984)
 PV0091
 PV0091                         *CURRENT SURVEY CONTROL
 PV0091  ___________________________________________________________________
 PV0091* NAD 83(1986)-  44 03 52.     (N)    104 34 04.     (W)     SCALED    
 PV0091* NAVD 88     -      1275.467  (meters)    4184.59   (feet)  ADJUSTED  
 PV0091  ___________________________________________________________________
 PV0091  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PV0091  DYNAMIC HT  -        1274.947 (meters)    4182.89  (feet)  COMP
 PV0091  MODELED GRAV-     980,166.3   (mgal)                       NAVD 88
 PV0091
 PV0091  VERT ORDER  -  FIRST     CLASS II
 PV0091
 PV0091.The horizontal coordinates were scaled from a topographic map and have
 PV0091.an estimated accuracy of +/- 6 seconds.
 PV0091
 PV0091.The orthometric height was determined by differential leveling
 PV0091.and adjusted by the National Geodetic Survey in June 1991..
 PV0091
 PV0091.The geoid height was determined by GEOID03.
 PV0091
 PV0091.The dynamic height is computed by dividing the NAVD 88
 PV0091.geopotential number by the normal gravity value computed on the
 PV0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0091.degrees latitude (g = 980.6199 gals.).
 PV0091
 PV0091.The modeled gravity was interpolated from observed gravity values.
 PV0091
 PV0091;                    North         East    Units  Estimated Accuracy
 PV0091;SPC WY E     -   396,080.      247,980.      MT  (+/- 180 meters Scaled)
 PV0091
 PV0091                          SUPERSEDED SURVEY CONTROL
 PV0091
 PV0091  NGVD 29 (??/??/92) 1274.85   (m)         4182.6    (f) COMPUTED    1 2
 PV0091
 PV0091.Superseded values are not recommended for survey control.
 PV0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0091.See file dsdata.txt to determine how the superseded data were derived.
 PV0091
 PV0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ346791(NAD 83)
 PV0091_MARKER: DB = BENCH MARK DISK
 PV0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PV0091_SP_SET: CULVERT
 PV0091_STAMPING: G 126 1957
 PV0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0091
 PV0091  HISTORY     - Date     Condition        Report By
 PV0091  HISTORY     - 1957     MONUMENTED       CGS
 PV0091
 PV0091                          STATION DESCRIPTION
 PV0091
 PV0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0091'3.8 MI SE FROM UPTON.
 PV0091'3.85 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0091'RAILROAD FROM THE STATION AT UPTON, IN THE TOP OF THE SOUTHEAST
 PV0091'END OF THE NORTHEAST HEAD WALL OF AN 8 X 10-FOOT CONCRETE BOX
 PV0091'CULVERT NUMBER 545.08, 13 1/2 FEET NORTHEAST OF THE NORTHEAST
 PV0091'RAIL AND ABOUT 2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0018 ***********************************************************************
 PW0018  DESIGNATION -  G 127
 PW0018  PID         -  PW0018
 PW0018  STATE/COUNTY-  WY/SHERIDAN
 PW0018  USGS QUAD   -  ARVADA (1971)
 PW0018
 PW0018                         *CURRENT SURVEY CONTROL
 PW0018  ___________________________________________________________________
 PW0018* NAD 83(1986)-  44 42 23.     (N)    106 09 20.     (W)     SCALED    
 PW0018* NAVD 88     -      1181.565  (meters)    3876.52   (feet)  ADJUSTED  
 PW0018  ___________________________________________________________________
 PW0018  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 PW0018  DYNAMIC HT  -        1181.126 (meters)    3875.08  (feet)  COMP
 PW0018  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 PW0018  OBS GRAVITY -     980,205.0   (mgal)                       GRAV_OBS
 PW0018
 PW0018  VERT ORDER  -  FIRST     CLASS II
 PW0018
 PW0018.The horizontal coordinates were scaled from a topographic map and have
 PW0018.an estimated accuracy of +/- 6 seconds.
 PW0018
 PW0018.The orthometric height was determined by differential leveling
 PW0018.and adjusted by the National Geodetic Survey in June 1991..
 PW0018
 PW0018.The geoid height was determined by GEOID03.
 PW0018
 PW0018.The dynamic height is computed by dividing the NAVD 88
 PW0018.geopotential number by the normal gravity value computed on the
 PW0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0018.degrees latitude (g = 980.6199 gals.).
 PW0018
 PW0018.The modeled gravity was interpolated from observed gravity values.
 PW0018.The observed gravity was obtained from relative gravimeter ties
 PW0018.to the IGSN71 gravity network.
 PW0018
 PW0018;                    North         East    Units  Estimated Accuracy
 PW0018;SPC WYEC     -   567,910.      493,330.      MT  (+/- 180 meters Scaled)
 PW0018
 PW0018                          SUPERSEDED SURVEY CONTROL
 PW0018
 PW0018  NGVD 29 (??/??/92) 1180.873  (m)         3874.25   (f) ADJ UNCH    1 2
 PW0018
 PW0018.Superseded values are not recommended for survey control.
 PW0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0018.See file dsdata.txt to determine how the superseded data were derived.
 PW0018
 PW0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK084509(NAD 83)
 PW0018_MARKER: DB = BENCH MARK DISK
 PW0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0018_SP_SET: FOUNDATION
 PW0018_STAMPING: G 127 1957
 PW0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0018
 PW0018  HISTORY     - Date     Condition        Report By
 PW0018  HISTORY     - 1957     MONUMENTED       CGS
 PW0018
 PW0018                          STATION DESCRIPTION
 PW0018
 PW0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0018'4.85 MI NW FROM ARVADA.
 PW0018'4.85 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0018'FROM THE STATION AT ARVADA, AT OVERPASS NUMBER 645.86 OF U.S. HIGHWAYS
 PW0018'14 AND 16 OVER THE TRACK, SET VERTICALLY IN THE WEST FACE OF THE
 PW0018'CONCRETE FOUNDATION OF THE MOST NORTHERLY COLUMN OF THE EAST PIER OF
 PW0018'THE OVERPASS, 15 FEET EAST OF THE EAST RAIL AND ABOUT 2 FEET ABOVE THE
 PW0018'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0161 ***********************************************************************
 PW0161  DESIGNATION -  G 128
 PW0161  PID         -  PW0161
 PW0161  STATE/COUNTY-  WY/SHERIDAN
 PW0161  USGS QUAD   -  ULM (1970)
 PW0161
 PW0161                         *CURRENT SURVEY CONTROL
 PW0161  ___________________________________________________________________
 PW0161* NAD 83(1986)-  44 43 07.     (N)    106 37 21.     (W)     SCALED    
 PW0161* NAVD 88     -      1260.520  (meters)    4135.56   (feet)  ADJUSTED  
 PW0161  ___________________________________________________________________
 PW0161  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PW0161  DYNAMIC HT  -        1260.019 (meters)    4133.91  (feet)  COMP
 PW0161  MODELED GRAV-     980,176.5   (mgal)                       NAVD 88
 PW0161
 PW0161  VERT ORDER  -  FIRST     CLASS II
 PW0161
 PW0161.The horizontal coordinates were scaled from a topographic map and have
 PW0161.an estimated accuracy of +/- 6 seconds.
 PW0161
 PW0161.The orthometric height was determined by differential leveling
 PW0161.and adjusted by the National Geodetic Survey in June 1991..
 PW0161
 PW0161.The geoid height was determined by GEOID03.
 PW0161
 PW0161.The dynamic height is computed by dividing the NAVD 88
 PW0161.geopotential number by the normal gravity value computed on the
 PW0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0161.degrees latitude (g = 980.6199 gals.).
 PW0161
 PW0161.The modeled gravity was interpolated from observed gravity values.
 PW0161
 PW0161;                    North         East    Units  Estimated Accuracy
 PW0161;SPC WYEC     -   568,840.      456,320.      MT  (+/- 180 meters Scaled)
 PW0161
 PW0161                          SUPERSEDED SURVEY CONTROL
 PW0161
 PW0161  NGVD 29 (??/??/92) 1259.774  (m)         4133.11   (f) ADJ UNCH    1 2
 PW0161
 PW0161.Superseded values are not recommended for survey control.
 PW0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0161.See file dsdata.txt to determine how the superseded data were derived.
 PW0161
 PW0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK714529(NAD 83)
 PW0161_MARKER: DB = BENCH MARK DISK
 PW0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0161_STAMPING: G 128 1957
 PW0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0161+STABILITY: SURFACE MOTION
 PW0161
 PW0161  HISTORY     - Date     Condition        Report By
 PW0161  HISTORY     - 1957     MONUMENTED       CGS
 PW0161
 PW0161                          STATION DESCRIPTION
 PW0161
 PW0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0161'16.4 MI NW FROM CLEARMONT.
 PW0161'16.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0161'FROM THE STATION AT CLEARMONT, 39 1/2 FEET NORTHWEST OF THE 4TH POLE
 PW0161'NORTHWEST OF MILEPOST 677, AT A PRIVATE ROAD CROSSING, 64 FEET
 PW0161'NORTHEAST OF THE NORTHEAST RAIL, 74 FEET EAST-NORTHEAST OF THE CENTER
 PW0161'OF THE CROSSING, 33 FEET SOUTHEAST OF THE CENTER LINE OF A GATE, 36
 PW0161'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD PARALLELING THE TRACK, 3
 PW0161'FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 PW0161'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK AND 5 FEET BELOW THE
 PW0161'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 PW0161'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0122 ***********************************************************************
 PW0122  DESIGNATION -  G 129
 PW0122  PID         -  PW0122
 PW0122  STATE/COUNTY-  WY/SHERIDAN
 PW0122  USGS QUAD   -  SHERIDAN (1977)
 PW0122
 PW0122                         *CURRENT SURVEY CONTROL
 PW0122  ___________________________________________________________________
 PW0122* NAD 83(1986)-  44 49 33.     (N)    106 57 17.     (W)     SCALED    
 PW0122* NAVD 88     -      1133.744  (meters)    3719.63   (feet)  ADJUSTED  
 PW0122  ___________________________________________________________________
 PW0122  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 PW0122  DYNAMIC HT  -        1133.350 (meters)    3718.33  (feet)  COMP
 PW0122  MODELED GRAV-     980,231.0   (mgal)                       NAVD 88
 PW0122
 PW0122  VERT ORDER  -  FIRST     CLASS II
 PW0122
 PW0122.The horizontal coordinates were scaled from a topographic map and have
 PW0122.an estimated accuracy of +/- 6 seconds.
 PW0122
 PW0122.The orthometric height was determined by differential leveling
 PW0122.and adjusted by the National Geodetic Survey in June 1991..
 PW0122
 PW0122.The geoid height was determined by GEOID03.
 PW0122
 PW0122.The dynamic height is computed by dividing the NAVD 88
 PW0122.geopotential number by the normal gravity value computed on the
 PW0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0122.degrees latitude (g = 980.6199 gals.).
 PW0122
 PW0122.The modeled gravity was interpolated from observed gravity values.
 PW0122
 PW0122;                    North         East    Units  Estimated Accuracy
 PW0122;SPC WYEC     -   580,580.      429,940.      MT  (+/- 180 meters Scaled)
 PW0122
 PW0122                          SUPERSEDED SURVEY CONTROL
 PW0122
 PW0122  NGVD 29 (??/??/92) 1133.027  (m)         3717.27   (f) ADJ UNCH    1 2
 PW0122
 PW0122.Superseded values are not recommended for survey control.
 PW0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0122.See file dsdata.txt to determine how the superseded data were derived.
 PW0122
 PW0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK454654(NAD 83)
 PW0122_MARKER: DB = BENCH MARK DISK
 PW0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0122_SP_SET: SIPHON
 PW0122_STAMPING: G 129 1957
 PW0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0122
 PW0122  HISTORY     - Date     Condition        Report By
 PW0122  HISTORY     - 1957     MONUMENTED       CGS
 PW0122
 PW0122                          STATION DESCRIPTION
 PW0122
 PW0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0122'1.45 MI N FROM SHERIDAN.
 PW0122'1.45 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0122'FROM THE STATION AT SHERIDAN, 124 FEET SOUTH-SOUTHWEST OF AND ACROSS
 PW0122'THE TRACK FROM MILEPOST 700, IN THE TOP OF THE NORTHEAST CORNER OF THE
 PW0122'WEST CONCRETE HEAD WALL OF AN INVERTED SIPHON NUMBER 699.98 FOR AN
 PW0122'IRRIGATION DITCH UNDER THE TRACK, 23 FEET WEST OF THE WEST RAIL, AND
 PW0122'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0061 ***********************************************************************
 PY0061  DESIGNATION -  G 13
 PY0061  PID         -  PY0061
 PY0061  STATE/COUNTY-  WY/TETON
 PY0061  USGS QUAD   -  WEST THUMB (1986)
 PY0061
 PY0061                         *CURRENT SURVEY CONTROL
 PY0061  ___________________________________________________________________
 PY0061* NAD 83(1986)-  44 23 03.     (N)    110 34 50.     (W)     SCALED    
 PY0061* NAVD 88     -      2415.270  (meters)    7924.10   (feet)  ADJUSTED  
 PY0061  ___________________________________________________________________
 PY0061  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 PY0061  DYNAMIC HT  -        2413.642 (meters)    7918.76  (feet)  COMP
 PY0061  MODELED GRAV-     979,856.6   (mgal)                       NAVD 88
 PY0061
 PY0061  VERT ORDER  -  FIRST     CLASS II
 PY0061
 PY0061.The horizontal coordinates were scaled from a topographic map and have
 PY0061.an estimated accuracy of +/- 6 seconds.
 PY0061
 PY0061.The orthometric height was determined by differential leveling
 PY0061.and adjusted by the National Geodetic Survey in June 1991..
 PY0061
 PY0061.The geoid height was determined by GEOID03.
 PY0061
 PY0061.The dynamic height is computed by dividing the NAVD 88
 PY0061.geopotential number by the normal gravity value computed on the
 PY0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0061.degrees latitude (g = 980.6199 gals.).
 PY0061
 PY0061.The modeled gravity was interpolated from observed gravity values.
 PY0061
 PY0061;                    North         East    Units  Estimated Accuracy
 PY0061;SPC WY W     -   531,550.      760,380.      MT  (+/- 180 meters Scaled)
 PY0061
 PY0061                          SUPERSEDED SURVEY CONTROL
 PY0061
 PY0061  NGVD 29 (08/20/92) 2413.888  (m)         7919.56   (f) ADJUSTED    1 2
 PY0061
 PY0061.Superseded values are not recommended for survey control.
 PY0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0061.See file dsdata.txt to determine how the superseded data were derived.
 PY0061
 PY0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ334146(NAD 83)
 PY0061_MARKER: DB = BENCH MARK DISK
 PY0061_SETTING: 80 = SET IN A BOULDER
 PY0061_SP_SET: BOULDER
 PY0061_STAMPING: G 13 1923 7919.013
 PY0061_MARK LOGO: CGS   
 PY0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0061+STABILITY: SURFACE MOTION
 PY0061
 PY0061  HISTORY     - Date     Condition        Report By
 PY0061  HISTORY     - 1923     MONUMENTED       CGS
 PY0061  HISTORY     - 1956     GOOD             USGS
 PY0061  HISTORY     - 1987     GOOD             NGS
 PY0061
 PY0061                          STATION DESCRIPTION
 PY0061
 PY0061'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0061'2.5 MI S FROM WEST THUMB.
 PY0061'2.5 MILES SOUTH OF WEST THUMB.  FROM WEST THUMB 0.8 MILES SOUTH ON
 PY0061'SOUTH ENTRANCE ROAD TO JUNCTION OF OLD ROAD TO RIGHT, THEN 1.8 MILES
 PY0061'SOUTH ON OLD ROAD, 525 FEET SOUTH OF STREAM CROSSING, 50 FEET WEST OF
 PY0061'ROAD, 4 FEET HIGHER THAN ROAD AND IN THE TOP OF A LARGE ROCK.  A
 PY0061'STANDARD DISK, STAMPED 7919.013 G 13 1923.
 PY0061
 PY0061                          STATION RECOVERY (1987)
 PY0061
 PY0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0256 ***********************************************************************
 MO0256  DESIGNATION -  G 130
 MO0256  PID         -  MO0256
 MO0256  STATE/COUNTY-  WY/LARAMIE
 MO0256  USGS QUAD   -  NIMMO RANCH (1991)
 MO0256
 MO0256                         *CURRENT SURVEY CONTROL
 MO0256  ___________________________________________________________________
 MO0256* NAD 83(1986)-  41 24 04.     (N)    104 56 11.     (W)     SCALED    
 MO0256* NAVD 88     -      1993.460  (meters)    6540.21   (feet)  ADJUSTED  
 MO0256  ___________________________________________________________________
 MO0256  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 MO0256  DYNAMIC HT  -        1991.765 (meters)    6534.65  (feet)  COMP
 MO0256  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 MO0256
 MO0256  VERT ORDER  -  SECOND    CLASS 0
 MO0256
 MO0256.The horizontal coordinates were scaled from a topographic map and have
 MO0256.an estimated accuracy of +/- 6 seconds.
 MO0256
 MO0256.The orthometric height was determined by differential leveling
 MO0256.and adjusted by the National Geodetic Survey in June 1991..
 MO0256
 MO0256.The geoid height was determined by GEOID03.
 MO0256
 MO0256.The dynamic height is computed by dividing the NAVD 88
 MO0256.geopotential number by the normal gravity value computed on the
 MO0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0256.degrees latitude (g = 980.6199 gals.).
 MO0256
 MO0256.The modeled gravity was interpolated from observed gravity values.
 MO0256
 MO0256;                    North         East    Units  Estimated Accuracy
 MO0256;SPC WY E     -   100,090.      219,260.      MT  (+/- 180 meters Scaled)
 MO0256
 MO0256                          SUPERSEDED SURVEY CONTROL
 MO0256
 MO0256  NGVD 29 (??/??/92) 1992.467  (m)         6536.95   (f) ADJ UNCH    2 0
 MO0256
 MO0256.Superseded values are not recommended for survey control.
 MO0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0256.See file dsdata.txt to determine how the superseded data were derived.
 MO0256
 MO0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF053832(NAD 83)
 MO0256_MARKER: DB = BENCH MARK DISK
 MO0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0256_STAMPING: G 130 1959
 MO0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0256+STABILITY: SURFACE MOTION
 MO0256
 MO0256  HISTORY     - Date     Condition        Report By
 MO0256  HISTORY     - 1959     MONUMENTED       CGS
 MO0256
 MO0256                          STATION DESCRIPTION
 MO0256
 MO0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0256'22.2 MI NNW FROM CHEYENNE.
 MO0256'0.4 MILE WEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0256'CHEYENNE, THENCE WEST ON PERSHING BLVD. FOR 0.8 MILE, THENCE
 MO0256'NORTH ON INTERSTATE HIGHWAY 25 FOR 17.9 MILES, THENCE WEST ON
 MO0256'GRAVELED ROAD TO WHITAKER RANCH FOR 3.1 MILE.  71 PACES NORTHWEST
 MO0256'OF A TELEPHONE POLE WITH GUY WIRES AND 97 FEET SOUTH OF THE
 MO0256'CENTERLINE OF THE ROAD NEAR THE CENTER OF A LONG CURVE.  SET IN
 MO0256'A CONCRETE POST THAT PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0178 ***********************************************************************
 MQ0178  DESIGNATION -  G 131
 MQ0178  PID         -  MQ0178
 MQ0178  STATE/COUNTY-  WY/SWEETWATER
 MQ0178  USGS QUAD   -  GREEN RIVER (1980)
 MQ0178
 MQ0178                         *CURRENT SURVEY CONTROL
 MQ0178  ___________________________________________________________________
 MQ0178* NAD 83(1986)-  41 31 33.     (N)    109 24 39.     (W)     SCALED    
 MQ0178* NAVD 88     -      1873.408  (meters)    6146.34   (feet)  ADJUSTED  
 MQ0178  ___________________________________________________________________
 MQ0178  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 MQ0178  DYNAMIC HT  -        1871.790 (meters)    6141.03  (feet)  COMP
 MQ0178  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 MQ0178
 MQ0178  VERT ORDER  -  FIRST     CLASS II
 MQ0178
 MQ0178.The horizontal coordinates were scaled from a topographic map and have
 MQ0178.an estimated accuracy of +/- 6 seconds.
 MQ0178
 MQ0178.The orthometric height was determined by differential leveling
 MQ0178.and adjusted by the National Geodetic Survey in June 1991..
 MQ0178
 MQ0178.The geoid height was determined by GEOID03.
 MQ0178
 MQ0178.The dynamic height is computed by dividing the NAVD 88
 MQ0178.geopotential number by the normal gravity value computed on the
 MQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0178.degrees latitude (g = 980.6199 gals.).
 MQ0178
 MQ0178.The modeled gravity was interpolated from observed gravity values.
 MQ0178
 MQ0178;                    North         East    Units  Estimated Accuracy
 MQ0178;SPC WYWC     -   114,130.      544,850.      MT  (+/- 180 meters Scaled)
 MQ0178
 MQ0178                          SUPERSEDED SURVEY CONTROL
 MQ0178
 MQ0178  NGVD 29 (06/08/92) 1872.094  (m)         6142.03   (f) ADJUSTED    1 2
 MQ0178
 MQ0178.Superseded values are not recommended for survey control.
 MQ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0178.See file dsdata.txt to determine how the superseded data were derived.
 MQ0178
 MQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL325983(NAD 83)
 MQ0178_MARKER: DB = BENCH MARK DISK
 MQ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0178_STAMPING: G 131 1958
 MQ0178_MARK LOGO: CGS   
 MQ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0178+STABILITY: SURFACE MOTION
 MQ0178
 MQ0178  HISTORY     - Date     Condition        Report By
 MQ0178  HISTORY     - 1958     MONUMENTED       CGS
 MQ0178  HISTORY     - 1983     GOOD             NGS
 MQ0178
 MQ0178                          STATION DESCRIPTION
 MQ0178
 MQ0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0178'3.35 MI NE FROM GREEN RIVER.
 MQ0178'ABOUT 3.35 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0178'STATION AT GREEN RIVER, 13 TELEPHONE POLES NORTHEAST OF MILE POST 814,
 MQ0178'1 1/2 TELEPHONE POLES SOUTHWEST OF THE NEAR END OF A CUT, 181 FEET
 MQ0178'NORTHWEST OF THE NEAR RAIL, 99 FEET NORTHWEST OF A POWER AND TELEPHONE
 MQ0178'POLE, 19 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, 43 FEET SOUTHWEST
 MQ0178'OF THE CENTER LINE OF A SMALL WASH, 2 FEET EAST OF A METAL WITNESS
 MQ0178'POST, ABOUT 12 FEET ABOVE THE TRACKS, AND IN THE TOP OF A CONCRETE
 MQ0178'POST PROJECTING 6 INCHES.
 MQ0178
 MQ0178                          STATION RECOVERY (1983)
 MQ0178
 MQ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0267 ***********************************************************************
 MQ0267  DESIGNATION -  G 132
 MQ0267  PID         -  MQ0267
 MQ0267  STATE/COUNTY-  WY/SWEETWATER
 MQ0267  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0267
 MQ0267                         *CURRENT SURVEY CONTROL
 MQ0267  ___________________________________________________________________
 MQ0267* NAD 83(1986)-  41 32 37.     (N)    109 52 29.     (W)     SCALED    
 MQ0267* NAVD 88     -      1960.443  (meters)    6431.89   (feet)  ADJUSTED  
 MQ0267  ___________________________________________________________________
 MQ0267  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 MQ0267  DYNAMIC HT  -        1958.748 (meters)    6426.33  (feet)  COMP
 MQ0267  MODELED GRAV-     979,688.9   (mgal)                       NAVD 88
 MQ0267
 MQ0267  VERT ORDER  -  FIRST     CLASS II
 MQ0267
 MQ0267.The horizontal coordinates were scaled from a topographic map and have
 MQ0267.an estimated accuracy of +/- 6 seconds.
 MQ0267
 MQ0267.The orthometric height was determined by differential leveling
 MQ0267.and adjusted by the National Geodetic Survey in June 1991..
 MQ0267.WARNING-Repeat measurements at this control monument indicate possible
 MQ0267.vertical movement.
 MQ0267
 MQ0267.The geoid height was determined by GEOID03.
 MQ0267
 MQ0267.The dynamic height is computed by dividing the NAVD 88
 MQ0267.geopotential number by the normal gravity value computed on the
 MQ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0267.degrees latitude (g = 980.6199 gals.).
 MQ0267
 MQ0267.The modeled gravity was interpolated from observed gravity values.
 MQ0267
 MQ0267;                    North         East    Units  Estimated Accuracy
 MQ0267;SPC WYWC     -   116,500.      506,160.      MT  (+/- 180 meters Scaled)
 MQ0267
 MQ0267                          SUPERSEDED SURVEY CONTROL
 MQ0267
 MQ0267  NGVD 29 (06/08/92) 1959.130  (m)         6427.58   (f) ADJUSTED    1 2
 MQ0267
 MQ0267.Superseded values are not recommended for survey control.
 MQ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0267.See file dsdata.txt to determine how the superseded data were derived.
 MQ0267
 MQ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL938997(NAD 83)
 MQ0267_MARKER: DB = BENCH MARK DISK
 MQ0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0267_SP_SET: CULVERT
 MQ0267_STAMPING: G 132 1958
 MQ0267_MARK LOGO: CGS   
 MQ0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0267
 MQ0267  HISTORY     - Date     Condition        Report By
 MQ0267  HISTORY     - 1958     MONUMENTED       CGS
 MQ0267  HISTORY     - 1983     GOOD             NGS
 MQ0267
 MQ0267                          STATION DESCRIPTION
 MQ0267
 MQ0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0267'6.65 MI E FROM GRANGER.
 MQ0267'ABOUT 2.75 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0267'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 2.2 MILES SOUTHEAST
 MQ0267'ALONG U. S. HIGHWAY 30 N, THENCE ABOUT 1.7 MILES EAST ALONG U. S.
 MQ0267'HIGHWAY 30, 38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 MQ0267'TOP EAST END OF THE SOUTH CONCRETE HEAD WALL OF A DOUBLE CHANNEL
 MQ0267'CULVERT, ABOUT 0.75 MILE WEST OF LITTLE AMERICA, AND ABOUT 4 1/2 FEET
 MQ0267'BELOW THE LEVEL OF THE HIGHWAY.
 MQ0267
 MQ0267                          STATION RECOVERY (1983)
 MQ0267
 MQ0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0267'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0267'FOLLOWING EXCEPTIONS.  DELETE 1.7 MILES EAST ALONG U.S. HIGHWAY 30.
 MQ0267'ADD 3.5 KM (2.15 MI) EAST ALONG OLD U.S. HIGHWAY 30, AND 0.3 METER
 MQ0267'(1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0024 ***********************************************************************
 MR0024  DESIGNATION -  G 133
 MR0024  PID         -  MR0024
 MR0024  STATE/COUNTY-  WY/UINTA
 MR0024  USGS QUAD   -  HAMPTON (1969)
 MR0024
 MR0024                         *CURRENT SURVEY CONTROL
 MR0024  ___________________________________________________________________
 MR0024* NAD 83(1986)-  41 31 41.     (N)    110 19 23.     (W)     SCALED    
 MR0024* NAVD 88     -      1954.861  (meters)    6413.57   (feet)  ADJUSTED  
 MR0024  ___________________________________________________________________
 MR0024  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 MR0024  DYNAMIC HT  -        1953.175 (meters)    6408.04  (feet)  COMP
 MR0024  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 MR0024
 MR0024  VERT ORDER  -  FIRST     CLASS II
 MR0024
 MR0024.The horizontal coordinates were scaled from a topographic map and have
 MR0024.an estimated accuracy of +/- 6 seconds.
 MR0024
 MR0024.The orthometric height was determined by differential leveling
 MR0024.and adjusted by the National Geodetic Survey in June 1991..
 MR0024.WARNING-Repeat measurements at this control monument indicate possible
 MR0024.vertical movement.
 MR0024
 MR0024.The geoid height was determined by GEOID03.
 MR0024
 MR0024.The dynamic height is computed by dividing the NAVD 88
 MR0024.geopotential number by the normal gravity value computed on the
 MR0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0024.degrees latitude (g = 980.6199 gals.).
 MR0024
 MR0024.The modeled gravity was interpolated from observed gravity values.
 MR0024
 MR0024;                    North         East    Units  Estimated Accuracy
 MR0024;SPC WY W     -   214,190.      779,990.      MT  (+/- 180 meters Scaled)
 MR0024
 MR0024                          SUPERSEDED SURVEY CONTROL
 MR0024
 MR0024  NGVD 29 (06/08/92) 1953.575  (m)         6409.35   (f) ADJUSTED    1 2
 MR0024
 MR0024.Superseded values are not recommended for survey control.
 MR0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0024.See file dsdata.txt to determine how the superseded data were derived.
 MR0024
 MR0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL564976(NAD 83)
 MR0024_MARKER: DB = BENCH MARK DISK
 MR0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0024_STAMPING: G 133 1958
 MR0024_MARK LOGO: CGS   
 MR0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0024+STABILITY: SURFACE MOTION
 MR0024
 MR0024  HISTORY     - Date     Condition        Report By
 MR0024  HISTORY     - 1958     MONUMENTED       CGS
 MR0024  HISTORY     - 1983     GOOD             NGS
 MR0024
 MR0024                          STATION DESCRIPTION
 MR0024
 MR0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0024'8.7 MI NE FROM CARTER.
 MR0024'ABOUT 8.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0024'STATION AT CARTER, 6 FEET SOUTHWEST OF THE 8TH POLE NORTHEAST OF
 MR0024'MILEPOST 867, 81 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 10 FEET
 MR0024'NORTHWEST OF A FENCE, 2 1/2 FEET NORTHEAST OF A METAL WITNESS POST,
 MR0024'ABOUT LEVEL WITH THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 MR0024'PROJECTING 6 INCHES.
 MR0024
 MR0024                          STATION RECOVERY (1983)
 MR0024
 MR0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0024'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0024'FOLLOWING EXCEPTION, ADD 2.0 METERS (6.6 FT) SOUTHWEST OF UTILITY POLE
 MR0024'NUMBER E 48 AF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0141 ***********************************************************************
 MR0141  DESIGNATION -  G 134
 MR0141  PID         -  MR0141
 MR0141  STATE/COUNTY-  WY/UINTA
 MR0141  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0141
 MR0141                         *CURRENT SURVEY CONTROL
 MR0141  ___________________________________________________________________
 MR0141* NAD 83(1986)-  41 12 44.     (N)    110 52 07.     (W)     SCALED    
 MR0141* NAVD 88     -      2131.336  (meters)    6992.56   (feet)  ADJUSTED  
 MR0141  ___________________________________________________________________
 MR0141  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 MR0141  DYNAMIC HT  -        2129.337 (meters)    6986.00  (feet)  COMP
 MR0141  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 MR0141
 MR0141  VERT ORDER  -  FIRST     CLASS II
 MR0141
 MR0141.The horizontal coordinates were scaled from a topographic map and have
 MR0141.an estimated accuracy of +/- 6 seconds.
 MR0141
 MR0141.The orthometric height was determined by differential leveling
 MR0141.and adjusted by the National Geodetic Survey in June 1991..
 MR0141
 MR0141.The geoid height was determined by GEOID03.
 MR0141
 MR0141.The dynamic height is computed by dividing the NAVD 88
 MR0141.geopotential number by the normal gravity value computed on the
 MR0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0141.degrees latitude (g = 980.6199 gals.).
 MR0141
 MR0141.The modeled gravity was interpolated from observed gravity values.
 MR0141
 MR0141;                    North         East    Units  Estimated Accuracy
 MR0141;SPC WY W     -   179,390.      734,150.      MT  (+/- 180 meters Scaled)
 MR0141
 MR0141                          SUPERSEDED SURVEY CONTROL
 MR0141
 MR0141  NGVD 29 (06/08/92) 2130.004  (m)         6988.19   (f) ADJUSTED    1 2
 MR0141
 MR0141.Superseded values are not recommended for survey control.
 MR0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0141.See file dsdata.txt to determine how the superseded data were derived.
 MR0141
 MR0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL110623(NAD 83)
 MR0141_MARKER: DB = BENCH MARK DISK
 MR0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0141_SP_SET: RETAINING WALL
 MR0141_STAMPING: G 134 1958
 MR0141_MARK LOGO: CGS   
 MR0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0141
 MR0141  HISTORY     - Date     Condition        Report By
 MR0141  HISTORY     - 1958     MONUMENTED       CGS
 MR0141  HISTORY     - 1983     GOOD             NGS
 MR0141
 MR0141                          STATION DESCRIPTION
 MR0141
 MR0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0141'7.0 MI E FROM EVANSTON.
 MR0141'ABOUT 7.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0141'AT EVANSTON, OR ABOUT 6.6 MILES NORTHWEST ALONG THE UNION PACIFIC
 MR0141'RAILROAD FROM THE STATION AT ALTAMONT, 8 POLES WEST OF MILEPOST 910,
 MR0141'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE RETAINING WALL OF
 MR0141'BRIDGE 910.20, 8 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET BELOW
 MR0141'THE LEVEL OF THE TRACKS.
 MR0141
 MR0141                          STATION RECOVERY (1983)
 MR0141
 MR0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0064 ***********************************************************************
 MR0064  DESIGNATION -  G 135
 MR0064  PID         -  MR0064
 MR0064  STATE/COUNTY-  WY/UINTA
 MR0064  USGS QUAD   -  CARTER (1964)
 MR0064
 MR0064                         *CURRENT SURVEY CONTROL
 MR0064  ___________________________________________________________________
 MR0064* NAD 83(1986)-  41 25 36.     (N)    110 24 57.     (W)     SCALED    
 MR0064* NAVD 88     -      2022.575  (meters)    6635.73   (feet)  ADJUSTED  
 MR0064  ___________________________________________________________________
 MR0064  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 MR0064  DYNAMIC HT  -        2020.824 (meters)    6629.99  (feet)  COMP
 MR0064  MODELED GRAV-     979,685.2   (mgal)                       NAVD 88
 MR0064
 MR0064  VERT ORDER  -  FIRST     CLASS II
 MR0064
 MR0064.The horizontal coordinates were scaled from a topographic map and have
 MR0064.an estimated accuracy of +/- 6 seconds.
 MR0064
 MR0064.The orthometric height was determined by differential leveling
 MR0064.and adjusted by the National Geodetic Survey in June 1991..
 MR0064
 MR0064.The geoid height was determined by GEOID03.
 MR0064
 MR0064.The dynamic height is computed by dividing the NAVD 88
 MR0064.geopotential number by the normal gravity value computed on the
 MR0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0064.degrees latitude (g = 980.6199 gals.).
 MR0064
 MR0064.The modeled gravity was interpolated from observed gravity values.
 MR0064
 MR0064;                    North         East    Units  Estimated Accuracy
 MR0064;SPC WY W     -   202,960.      772,210.      MT  (+/- 180 meters Scaled)
 MR0064
 MR0064                          SUPERSEDED SURVEY CONTROL
 MR0064
 MR0064  NGVD 29 (??/??/92) 2021.246  (m)         6631.37   (f) ADJ UNCH    1 2
 MR0064
 MR0064.Superseded values are not recommended for survey control.
 MR0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0064.See file dsdata.txt to determine how the superseded data were derived.
 MR0064
 MR0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL488862(NAD 83)
 MR0064_MARKER: DB = BENCH MARK DISK
 MR0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0064_STAMPING: G 135 1958
 MR0064_MARK LOGO: CGS   
 MR0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0064+STABILITY: SURFACE MOTION
 MR0064
 MR0064  HISTORY     - Date     Condition        Report By
 MR0064  HISTORY     - 1958     MONUMENTED       CGS
 MR0064  HISTORY     - 1983     GOOD             NGS
 MR0064
 MR0064                          STATION DESCRIPTION
 MR0064
 MR0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0064'1.1 MI SE FROM CARTER.
 MR0064'ABOUT 1.1 MILES SOUTHEAST ALONG STATE ROAD 135 FROM THE UNION PACIFIC
 MR0064'RAILROAD STATION AT CARTER, 80 FEET NORTH-NORTHEAST OF THE CENTER LINE
 MR0064'OF THE ROAD, ABOUT MIDWAY OF THE NORTHWEST SLOPE OF A LONG HILL, 2
 MR0064'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL
 MR0064'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MR0064
 MR0064                          STATION RECOVERY (1983)
 MR0064
 MR0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0076 ***********************************************************************
 PY0076  DESIGNATION -  G 14
 PY0076  PID         -  PY0076
 PY0076  STATE/COUNTY-  WY/TETON
 PY0076  USGS QUAD   -  FLAGG RANCH (1996)
 PY0076
 PY0076                         *CURRENT SURVEY CONTROL
 PY0076  ___________________________________________________________________
 PY0076* NAD 83(1986)-  44 00 03.     (N)    110 40 40.     (W)     SCALED    
 PY0076* NAVD 88     -      2073.873  (meters)    6804.03   (feet)  ADJUSTED  
 PY0076  ___________________________________________________________________
 PY0076  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 PY0076  DYNAMIC HT  -        2072.572 (meters)    6799.76  (feet)  COMP
 PY0076  MODELED GRAV-     979,916.6   (mgal)                       NAVD 88
 PY0076
 PY0076  VERT ORDER  -  SECOND    CLASS 0
 PY0076
 PY0076.The horizontal coordinates were scaled from a topographic map and have
 PY0076.an estimated accuracy of +/- 6 seconds.
 PY0076
 PY0076.The orthometric height was determined by differential leveling
 PY0076.and adjusted by the National Geodetic Survey in June 1991..
 PY0076
 PY0076.The geoid height was determined by GEOID03.
 PY0076
 PY0076.The dynamic height is computed by dividing the NAVD 88
 PY0076.geopotential number by the normal gravity value computed on the
 PY0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0076.degrees latitude (g = 980.6199 gals.).
 PY0076
 PY0076.The modeled gravity was interpolated from observed gravity values.
 PY0076
 PY0076;                    North         East    Units  Estimated Accuracy
 PY0076;SPC WY W     -   489,010.      752,330.      MT  (+/- 180 meters Scaled)
 PY0076
 PY0076                          SUPERSEDED SURVEY CONTROL
 PY0076
 PY0076  NGVD 29 (??/??/92) 2072.626  (m)         6799.94   (f) ADJ UNCH    2 0
 PY0076
 PY0076.Superseded values are not recommended for survey control.
 PY0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0076.See file dsdata.txt to determine how the superseded data were derived.
 PY0076
 PY0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP258720(NAD 83)
 PY0076_MARKER: P = PIPE CAP
 PY0076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PY0076_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PY0076_STAMPING: 6797
 PY0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0076
 PY0076  HISTORY     - Date     Condition        Report By
 PY0076  HISTORY     - UNK      MONUMENTED       USGS
 PY0076  HISTORY     - 1934     MARK NOT FOUND   NGS
 PY0076
 PY0076                          STATION DESCRIPTION
 PY0076
 PY0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0076'13.0 MI N FROM MORAN.
 PY0076'13.0 MILES NORTH ALONG U.S. HIGHWAY 87 W FROM THE DAM AT MORAN, TETON
 PY0076'COUNTY, 11.7 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 187, 2.4
 PY0076'MILES NORTH OF ARIZONA RANGER STATION, 200 FEET NORTHEAST OF THE
 PY0076'HIGH-WATER LINE OF JACKSON LAKE, 105 FEET WEST OF THE CENTERLINE OF
 PY0076'U.S. HIGHWAY 87 W, AND 10 FEET NORTH OF THE EDGE OF A SAND PIT.  A U.
 PY0076'S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6797 AND RIVETED ON THE TOP
 PY0076'OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0045 ***********************************************************************
 NR0045  DESIGNATION -  G 141
 NR0045  PID         -  NR0045
 NR0045  STATE/COUNTY-  WY/NATRONA
 NR0045  USGS QUAD   -  SHEEP CREEK (1960)
 NR0045
 NR0045                         *CURRENT SURVEY CONTROL
 NR0045  ___________________________________________________________________
 NR0045* NAD 83(1986)-  42 33 03.     (N)    106 20 10.     (W)     SCALED    
 NR0045* NAVD 88     -      2000.944  (meters)    6564.76   (feet)  ADJUSTED  
 NR0045  ___________________________________________________________________
 NR0045  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 NR0045  DYNAMIC HT  -        1999.522 (meters)    6560.10  (feet)  COMP
 NR0045  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 NR0045
 NR0045  VERT ORDER  -  SECOND    CLASS 0
 NR0045
 NR0045.The horizontal coordinates were scaled from a topographic map and have
 NR0045.an estimated accuracy of +/- 6 seconds.
 NR0045
 NR0045.The orthometric height was determined by differential leveling
 NR0045.and adjusted by the National Geodetic Survey in June 1991..
 NR0045
 NR0045.The geoid height was determined by GEOID03.
 NR0045
 NR0045.The dynamic height is computed by dividing the NAVD 88
 NR0045.geopotential number by the normal gravity value computed on the
 NR0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0045.degrees latitude (g = 980.6199 gals.).
 NR0045
 NR0045.The modeled gravity was interpolated from observed gravity values.
 NR0045
 NR0045;                    North         East    Units  Estimated Accuracy
 NR0045;SPC WYEC     -   328,240.      481,900.      MT  (+/- 180 meters Scaled)
 NR0045
 NR0045                          SUPERSEDED SURVEY CONTROL
 NR0045
 NR0045  NGVD 29 (??/??/92) 1999.961  (m)         6561.54   (f) ADJ UNCH    2 0
 NR0045
 NR0045.Superseded values are not recommended for survey control.
 NR0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0045.See file dsdata.txt to determine how the superseded data were derived.
 NR0045
 NR0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH903118(NAD 83)
 NR0045_MARKER: DB = BENCH MARK DISK
 NR0045_SETTING: 66 = SET IN ROCK OUTCROP
 NR0045_SP_SET: ROCK OUTCROP
 NR0045_STAMPING: G 141 1959
 NR0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0045+STABILITY: POSITION/ELEVATION WELL
 NR0045
 NR0045  HISTORY     - Date     Condition        Report By
 NR0045  HISTORY     - 1959     MONUMENTED       CGS
 NR0045
 NR0045                          STATION DESCRIPTION
 NR0045
 NR0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0045'33.95 MI S FROM CASPER.
 NR0045'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0045'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0045'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0045'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0045'ROAD, THENCE ABOUT 9.15 MILES SOUTHEAST ALONG A DIRT ROAD, ABOUT 0.15
 NR0045'MILE SOUTH OF THE SUMMIT OF A HILL, 43 FEET SOUTHWEST OF THE CENTER
 NR0045'LINE OF THE ROAD, IN SECTION 20 R 79 W, T 30 N, IN THE TOP OF THE
 NR0045'NORTHEAST EDGE OF A ROCK OUTCROP, ABOUT 0.85 MILE NORTH OF A STEEL
 NR0045'TUBULAR CULVERT ON BATES CREEK, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 NR0045'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0097 ***********************************************************************
 NR0097  DESIGNATION -  G 142
 NR0097  PID         -  NR0097
 NR0097  STATE/COUNTY-  WY/CARBON
 NR0097  USGS QUAD   -  CHALK HILLS (1984)
 NR0097
 NR0097                         *CURRENT SURVEY CONTROL
 NR0097  ___________________________________________________________________
 NR0097* NAD 83(1986)-  42 21 41.     (N)    106 05 48.     (W)     SCALED    
 NR0097* NAVD 88     -      2207.683  (meters)    7243.04   (feet)  ADJUSTED  
 NR0097  ___________________________________________________________________
 NR0097  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 NR0097  DYNAMIC HT  -        2205.987 (meters)    7237.48  (feet)  COMP
 NR0097  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 NR0097
 NR0097  VERT ORDER  -  SECOND    CLASS 0
 NR0097
 NR0097.The horizontal coordinates were scaled from a topographic map and have
 NR0097.an estimated accuracy of +/- 6 seconds.
 NR0097
 NR0097.The orthometric height was determined by differential leveling
 NR0097.and adjusted by the National Geodetic Survey in June 1991..
 NR0097
 NR0097.The geoid height was determined by GEOID03.
 NR0097
 NR0097.The dynamic height is computed by dividing the NAVD 88
 NR0097.geopotential number by the normal gravity value computed on the
 NR0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0097.degrees latitude (g = 980.6199 gals.).
 NR0097
 NR0097.The modeled gravity was interpolated from observed gravity values.
 NR0097
 NR0097;                    North         East    Units  Estimated Accuracy
 NR0097;SPC WYEC     -   307,460.      501,870.      MT  (+/- 180 meters Scaled)
 NR0097
 NR0097                          SUPERSEDED SURVEY CONTROL
 NR0097
 NR0097  NGVD 29 (??/??/92) 2206.637  (m)         7239.61   (f) ADJ UNCH    2 0
 NR0097
 NR0097.Superseded values are not recommended for survey control.
 NR0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0097.See file dsdata.txt to determine how the superseded data were derived.
 NR0097
 NR0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG096904(NAD 83)
 NR0097_MARKER: DB = BENCH MARK DISK
 NR0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0097_STAMPING: G 142 1959
 NR0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0097+STABILITY: SURFACE MOTION
 NR0097
 NR0097  HISTORY     - Date     Condition        Report By
 NR0097  HISTORY     - 1959     MONUMENTED       CGS
 NR0097
 NR0097                          STATION DESCRIPTION
 NR0097
 NR0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0097'36.6 MI N FROM MEDICINE BOW.
 NR0097'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0097'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0097'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0097'ABOUT 17.5 MILES NORTHEAST ALONG A DIRT ROAD, 42 FEET EAST OF THE
 NR0097'CENTER LINE OF THE ROAD, IN SECTION 29, R 77 W, T 28 N, ABOUT 0.8 MILE
 NR0097'SOUTH OF HEWOODS RANCH, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 NR0097'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0341 ***********************************************************************
 NQ0341  DESIGNATION -  G 143
 NQ0341  PID         -  NQ0341
 NQ0341  STATE/COUNTY-  WY/PLATTE
 NQ0341  USGS QUAD   -  JOHNSON MOUNTAIN (1992)
 NQ0341
 NQ0341                         *CURRENT SURVEY CONTROL
 NQ0341  ___________________________________________________________________
 NQ0341* NAD 83(1986)-  42 07 46.     (N)    105 09 11.     (W)     SCALED    
 NQ0341* NAVD 88     -      1442.358  (meters)    4732.14   (feet)  ADJUSTED  
 NQ0341  ___________________________________________________________________
 NQ0341  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 NQ0341  DYNAMIC HT  -        1441.440 (meters)    4729.12  (feet)  COMP
 NQ0341  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 NQ0341
 NQ0341  VERT ORDER  -  SECOND    CLASS 0
 NQ0341
 NQ0341.The horizontal coordinates were scaled from a topographic map and have
 NQ0341.an estimated accuracy of +/- 6 seconds.
 NQ0341
 NQ0341.The orthometric height was determined by differential leveling
 NQ0341.and adjusted by the National Geodetic Survey in June 1991..
 NQ0341
 NQ0341.The geoid height was determined by GEOID03.
 NQ0341
 NQ0341.The dynamic height is computed by dividing the NAVD 88
 NQ0341.geopotential number by the normal gravity value computed on the
 NQ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0341.degrees latitude (g = 980.6199 gals.).
 NQ0341
 NQ0341.The modeled gravity was interpolated from observed gravity values.
 NQ0341
 NQ0341;                    North         East    Units  Estimated Accuracy
 NQ0341;SPC WY E     -   180,960.      201,130.      MT  (+/- 180 meters Scaled)
 NQ0341
 NQ0341                          SUPERSEDED SURVEY CONTROL
 NQ0341
 NQ0341  NGVD 29 (??/??/92) 1441.557  (m)         4729.51   (f) ADJ UNCH    2 0
 NQ0341
 NQ0341.Superseded values are not recommended for survey control.
 NQ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0341.See file dsdata.txt to determine how the superseded data were derived.
 NQ0341
 NQ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG873641(NAD 83)
 NQ0341_MARKER: DB = BENCH MARK DISK
 NQ0341_SETTING: 80 = SET IN A BOULDER
 NQ0341_SP_SET: BOULDER
 NQ0341_STAMPING: G 143 1959
 NQ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0341+STABILITY: SURFACE MOTION
 NQ0341
 NQ0341  HISTORY     - Date     Condition        Report By
 NQ0341  HISTORY     - 1959     MONUMENTED       CGS
 NQ0341
 NQ0341                          STATION DESCRIPTION
 NQ0341
 NQ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0341'14.5 MI NW FROM WHEATLAND.
 NQ0341'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0341'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0341'ALONG STATE HIGHWAY 107, THENCE ABOUT 6.15 MILES NORTHWEST ALONG
 NQ0341'A PAVED ROAD, IN THE NORTHWEST 1/4 OF SECTION 20, T 25 N,
 NQ0341'R 69 W, 131 FEET SOUTHWEST OF THE CENTER OF A CURVE IN THE ROAD
 NQ0341'WITH TANGENTS LEADING SOUTH AND WEST, IN THE TOP OF A SMALL
 NQ0341'GRANITE BOULDER ON THE NORTH EDGE OF A ROCKY SHELF, 177 FEET
 NQ0341'NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 157 FEET
 NQ0341'SOUTH OF A FENCE CORNER POST, 22 1/2 FEET EAST OF A FENCE, 7
 NQ0341'FEET WEST OF THE CENTER LINE OF A DIM TRACK ROAD, 2 FEET EAST
 NQ0341'OF A CAIRN, AND ABOUT 12 FEET ABOVE THE LEVEL OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0367 ***********************************************************************
 NQ0367  DESIGNATION -  G 144
 NQ0367  PID         -  NQ0367
 NQ0367  STATE/COUNTY-  WY/ALBANY
 NQ0367  USGS QUAD   -  DAVIDSON FLATS (1992)
 NQ0367
 NQ0367                         *CURRENT SURVEY CONTROL
 NQ0367  ___________________________________________________________________
 NQ0367* NAD 83(1986)-  42 06 08.     (N)    105 28 15.     (W)     SCALED    
 NQ0367* NAVD 88     -      2144.561  (meters)    7035.95   (feet)  ADJUSTED  
 NQ0367  ___________________________________________________________________
 NQ0367  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 NQ0367  DYNAMIC HT  -        2142.945 (meters)    7030.65  (feet)  COMP
 NQ0367  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 NQ0367
 NQ0367  VERT ORDER  -  SECOND    CLASS 0
 NQ0367
 NQ0367.The horizontal coordinates were scaled from a topographic map and have
 NQ0367.an estimated accuracy of +/- 6 seconds.
 NQ0367
 NQ0367.The orthometric height was determined by differential leveling
 NQ0367.and adjusted by the National Geodetic Survey in June 1991..
 NQ0367
 NQ0367.The geoid height was determined by GEOID03.
 NQ0367
 NQ0367.The dynamic height is computed by dividing the NAVD 88
 NQ0367.geopotential number by the normal gravity value computed on the
 NQ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0367.degrees latitude (g = 980.6199 gals.).
 NQ0367
 NQ0367.The modeled gravity was interpolated from observed gravity values.
 NQ0367
 NQ0367;                    North         East    Units  Estimated Accuracy
 NQ0367;SPC WY E     -   177,980.      174,840.      MT  (+/- 180 meters Scaled)
 NQ0367
 NQ0367                          SUPERSEDED SURVEY CONTROL
 NQ0367
 NQ0367  NGVD 29 (??/??/92) 2143.615  (m)         7032.84   (f) ADJ UNCH    2 0
 NQ0367
 NQ0367.Superseded values are not recommended for survey control.
 NQ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0367.See file dsdata.txt to determine how the superseded data were derived.
 NQ0367
 NQ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG610612(NAD 83)
 NQ0367_MARKER: DB = BENCH MARK DISK
 NQ0367_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0367_SP_SET: ROCK OUTCROP
 NQ0367_STAMPING: G 144 1959
 NQ0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0367+STABILITY: POSITION/ELEVATION WELL
 NQ0367
 NQ0367  HISTORY     - Date     Condition        Report By
 NQ0367  HISTORY     - 1959     MONUMENTED       CGS
 NQ0367
 NQ0367                          STATION DESCRIPTION
 NQ0367
 NQ0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0367'11.2 MI E FROM GARRETT.
 NQ0367'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0367'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG
 NQ0367'A GRADED DIRT ROAD, THENCE ABOUT 3.55 MILES NORTHEAST ALONG A
 NQ0367'TRACK ROAD TO THE JUNCTION OF A TRACK ROAD IN THE BOTTOM OF A
 NQ0367'DRAW, THENCE ABOUT 4.15 MILES SOUTHEAST ALONG A TRACK ROAD, AT
 NQ0367'THE JUNCTION OF A TRACK ROAD LEADING SOUTH-SOUTHEAST TO PALMER
 NQ0367'CANYON, IN THE NORTHWEST 1/4 OF SECTION 34, T 25 N, R 72 W, IN
 NQ0367'THE TOP OF THE NORTHWEST EDGE OF A GRANITE ROCK OUTCROP PROJECTING
 NQ0367'2 1/2 FEET, 312 FEET EAST OF THE CENTER OF THE JUNCTION, 232 FEET
 NQ0367'NORTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 27 FEET SOUTH
 NQ0367'OF THE CENTER LINE OF THE TRACK ROAD LEADING NORTHEAST OF WILSON
 NQ0367'RANCH, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0391 ***********************************************************************
 NQ0391  DESIGNATION -  G 145
 NQ0391  PID         -  NQ0391
 NQ0391  STATE/COUNTY-  WY/ALBANY
 NQ0391  USGS QUAD   -  ROGERS CREEK (1968)
 NQ0391
 NQ0391                         *CURRENT SURVEY CONTROL
 NQ0391  ___________________________________________________________________
 NQ0391* NAD 83(1986)-  42 10 01.     (N)    105 47 43.     (W)     SCALED    
 NQ0391* NAVD 88     -      2167.323  (meters)    7110.63   (feet)  ADJUSTED  
 NQ0391  ___________________________________________________________________
 NQ0391  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 NQ0391  DYNAMIC HT  -        2165.641 (meters)    7105.11  (feet)  COMP
 NQ0391  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 NQ0391
 NQ0391  VERT ORDER  -  SECOND    CLASS 0
 NQ0391
 NQ0391.The horizontal coordinates were scaled from a topographic map and have
 NQ0391.an estimated accuracy of +/- 6 seconds.
 NQ0391
 NQ0391.The orthometric height was determined by differential leveling
 NQ0391.and adjusted by the National Geodetic Survey in June 1991..
 NQ0391
 NQ0391.The geoid height was determined by GEOID03.
 NQ0391
 NQ0391.The dynamic height is computed by dividing the NAVD 88
 NQ0391.geopotential number by the normal gravity value computed on the
 NQ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0391.degrees latitude (g = 980.6199 gals.).
 NQ0391
 NQ0391.The modeled gravity was interpolated from observed gravity values.
 NQ0391
 NQ0391;                    North         East    Units  Estimated Accuracy
 NQ0391;SPC WY E     -   185,310.      148,060.      MT  (+/- 180 meters Scaled)
 NQ0391
 NQ0391                          SUPERSEDED SURVEY CONTROL
 NQ0391
 NQ0391  NGVD 29 (??/??/92) 2166.306  (m)         7107.29   (f) ADJ UNCH    2 0
 NQ0391
 NQ0391.Superseded values are not recommended for survey control.
 NQ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0391.See file dsdata.txt to determine how the superseded data were derived.
 NQ0391
 NQ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG343686(NAD 83)
 NQ0391_MARKER: DB = BENCH MARK DISK
 NQ0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0391_STAMPING: G 145 1959
 NQ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0391+STABILITY: SURFACE MOTION
 NQ0391
 NQ0391  HISTORY     - Date     Condition        Report By
 NQ0391  HISTORY     - 1959     MONUMENTED       CGS
 NQ0391
 NQ0391                          STATION DESCRIPTION
 NQ0391
 NQ0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0391'13.2 MI NW FROM GARRETT.
 NQ0391'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0391'POST OFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG A
 NQ0391'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6 MILE
 NQ0391'SOUTH ALONG THE OLD FORT FETTERMAN ROAD WHICH IS COUNTY ROAD 61,
 NQ0391'THENCE ABOUT 4.05 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 NQ0391'WHICH IS COUNTY ROAD 64, NEAR THE CENTER OF SECTION 2, T 25 N,
 NQ0391'R 75 W, 79 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT
 NQ0391'0.75 MILE SOUTHEAST OF THE JUNCTION OF A TRACK ROAD LEADING TO
 NQ0391'THE DAY ATKINSON RANCH, 97 FEET WEST OF THE WEST END OF A CATTLE
 NQ0391'GUARD, 2.8 FEET NORTHWEST OF A FENCE, 2.8 FEET WEST OF A METAL
 NQ0391'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 NQ0391'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0415 ***********************************************************************
 NQ0415  DESIGNATION -  G 146
 NQ0415  PID         -  NQ0415
 NQ0415  STATE/COUNTY-  WY/ALBANY
 NQ0415  USGS QUAD   -  ROCK CREEK (1992)
 NQ0415
 NQ0415                         *CURRENT SURVEY CONTROL
 NQ0415  ___________________________________________________________________
 NQ0415* NAD 83(1986)-  42 22 35.     (N)    105 57 43.     (W)     SCALED    
 NQ0415* NAVD 88     -      2271.267  (meters)    7451.65   (feet)  ADJUSTED  
 NQ0415  ___________________________________________________________________
 NQ0415  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 NQ0415  DYNAMIC HT  -        2269.509 (meters)    7445.88  (feet)  COMP
 NQ0415  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 NQ0415
 NQ0415  VERT ORDER  -  SECOND    CLASS 0
 NQ0415
 NQ0415.The horizontal coordinates were scaled from a topographic map and have
 NQ0415.an estimated accuracy of +/- 6 seconds.
 NQ0415
 NQ0415.The orthometric height was determined by differential leveling
 NQ0415.and adjusted by the National Geodetic Survey in June 1991..
 NQ0415
 NQ0415.The geoid height was determined by GEOID03.
 NQ0415
 NQ0415.The dynamic height is computed by dividing the NAVD 88
 NQ0415.geopotential number by the normal gravity value computed on the
 NQ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0415.degrees latitude (g = 980.6199 gals.).
 NQ0415
 NQ0415.The modeled gravity was interpolated from observed gravity values.
 NQ0415
 NQ0415;                    North         East    Units  Estimated Accuracy
 NQ0415;SPC WY E     -   208,690.      134,500.      MT  (+/- 180 meters Scaled)
 NQ0415
 NQ0415                          SUPERSEDED SURVEY CONTROL
 NQ0415
 NQ0415  NGVD 29 (??/??/92) 2270.208  (m)         7448.17   (f) ADJ UNCH    2 0
 NQ0415
 NQ0415.Superseded values are not recommended for survey control.
 NQ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0415.See file dsdata.txt to determine how the superseded data were derived.
 NQ0415
 NQ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG208920(NAD 83)
 NQ0415_MARKER: DB = BENCH MARK DISK
 NQ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0415_STAMPING: G 146 1959
 NQ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0415+STABILITY: SURFACE MOTION
 NQ0415
 NQ0415  HISTORY     - Date     Condition        Report By
 NQ0415  HISTORY     - 1959     MONUMENTED       CGS
 NQ0415
 NQ0415                          STATION DESCRIPTION
 NQ0415
 NQ0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0415'1.1 MI SE FROM LITTLE MEDICINE.
 NQ0415'ABOUT 1.1 MILES SOUTHEAST ALONG A TRACK ROAD FROM THE RANCH
 NQ0415'BUILDINGS AT LITTLE MEDICINE, 22 FEET EAST OF THE CENTER LINE
 NQ0415'OF THE ROAD, I THE SOUTHWEST 1/4 OF SECTION 21, T 28 N, R 76 W,
 NQ0415'160 FEET NORTHWEST OF THE CREST OF A HILL, 68 FEET SOUTHEAST
 NQ0415'OF THE CENTER OF THE JUNCTION OF A DIM ROAD LEADING EAST,
 NQ0415'22 FEET SOUTHWEST OF THE CENTER LINE OF A DIM ROAD, 2.0 FEET
 NQ0415'NORTH OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 NQ0415'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0340 ***********************************************************************
 MP0340  DESIGNATION -  G 15
 MP0340  PID         -  MP0340
 MP0340  STATE/COUNTY-  WY/CARBON
 MP0340  USGS QUAD   -  BAGGS (1982)
 MP0340
 MP0340                         *CURRENT SURVEY CONTROL
 MP0340  ___________________________________________________________________
 MP0340* NAD 83(1986)-  41 05 32.     (N)    107 37 42.     (W)     SCALED    
 MP0340* NAVD 88     -      1922.918  (meters)    6308.77   (feet)  ADJUSTED  
 MP0340  ___________________________________________________________________
 MP0340  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MP0340  DYNAMIC HT  -        1921.185 (meters)    6303.09  (feet)  COMP
 MP0340  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 MP0340
 MP0340  VERT ORDER  -  FIRST     CLASS II
 MP0340
 MP0340.The horizontal coordinates were scaled from a topographic map and have
 MP0340.an estimated accuracy of +/- 6 seconds.
 MP0340
 MP0340.The orthometric height was determined by differential leveling
 MP0340.and adjusted by the National Geodetic Survey in June 1991..
 MP0340
 MP0340.The geoid height was determined by GEOID03.
 MP0340
 MP0340.The dynamic height is computed by dividing the NAVD 88
 MP0340.geopotential number by the normal gravity value computed on the
 MP0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0340.degrees latitude (g = 980.6199 gals.).
 MP0340
 MP0340.The modeled gravity was interpolated from observed gravity values.
 MP0340
 MP0340;                    North         East    Units  Estimated Accuracy
 MP0340;SPC WYEC     -   165,800.      375,220.      MT  (+/- 180 meters Scaled)
 MP0340
 MP0340                          SUPERSEDED SURVEY CONTROL
 MP0340
 MP0340  NGVD 29 (??/??/92) 1921.716  (m)         6304.83   (f) ADJ UNCH    1 2
 MP0340
 MP0340.Superseded values are not recommended for survey control.
 MP0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0340.See file dsdata.txt to determine how the superseded data were derived.
 MP0340
 MP0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF792523(NAD 83)
 MP0340_MARKER: DB = BENCH MARK DISK
 MP0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0340_STAMPING: G 15 1933
 MP0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0340+STABILITY: SURFACE MOTION
 MP0340
 MP0340  HISTORY     - Date     Condition        Report By
 MP0340  HISTORY     - 1933     MONUMENTED       CGS
 MP0340  HISTORY     - 1978     MARK NOT FOUND   USGS
 MP0340
 MP0340                          STATION DESCRIPTION
 MP0340
 MP0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0340'4.2 MI N FROM BAGGS.
 MP0340'ABOUT 4.2 MILES NORTH ALONG STATE HIGHWAY 789 FROM BAGGS, CARBON
 MP0340'COUNTY, AT THE INTERSECTION OF A DIM ROAD EAST (ABANDONED), 54 FEET
 MP0340'EAST OF THE CENTERLINE OF THE HIGHWAY AND 30 FEET SOUTH OF THE DIM
 MP0340'SIDE ROAD, 145 FEET SOUTH OF THE EAST EDGE OF AN 18 INCH CORRUGATED
 MP0340'IRON PIPE CULVERT.  A STANDARD DISK, STAMPED G 15 1933 AND SET IN THE
 MP0340'TOP OF A CONCRETE POST.
 MP0340
 MP0340                          STATION RECOVERY (1978)
 MP0340
 MP0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MP0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0087 ***********************************************************************
 MO0087  DESIGNATION -  G 150
 MO0087  PID         -  MO0087
 MO0087  STATE/COUNTY-  WY/LARAMIE
 MO0087  USGS QUAD   -  PINE BLUFFS (1992)
 MO0087
 MO0087                         *CURRENT SURVEY CONTROL
 MO0087  ___________________________________________________________________
 MO0087* NAD 83(1986)-  41 12 08.     (N)    104 04 53.     (W)     SCALED    
 MO0087* NAVD 88     -      1540.749  (meters)    5054.94   (feet)  ADJUSTED  
 MO0087  ___________________________________________________________________
 MO0087  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 MO0087  DYNAMIC HT  -        1539.545 (meters)    5050.99  (feet)  COMP
 MO0087  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 MO0087
 MO0087  VERT ORDER  -  SECOND    CLASS 0
 MO0087
 MO0087.The horizontal coordinates were scaled from a topographic map and have
 MO0087.an estimated accuracy of +/- 6 seconds.
 MO0087
 MO0087.The orthometric height was determined by differential leveling
 MO0087.and adjusted by the National Geodetic Survey in June 1991..
 MO0087
 MO0087.The geoid height was determined by GEOID03.
 MO0087
 MO0087.The dynamic height is computed by dividing the NAVD 88
 MO0087.geopotential number by the normal gravity value computed on the
 MO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0087.degrees latitude (g = 980.6199 gals.).
 MO0087
 MO0087.The modeled gravity was interpolated from observed gravity values.
 MO0087
 MO0087;                    North         East    Units  Estimated Accuracy
 MO0087;SPC WY E     -    78,550.      291,030.      MT  (+/- 180 meters Scaled)
 MO0087
 MO0087                          SUPERSEDED SURVEY CONTROL
 MO0087
 MO0087  NGVD 29 (??/??/92) 1539.946  (m)         5052.31   (f) ADJ UNCH    2 0
 MO0087
 MO0087.Superseded values are not recommended for survey control.
 MO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0087.See file dsdata.txt to determine how the superseded data were derived.
 MO0087
 MO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF770616(NAD 83)
 MO0087_MARKER: DB = BENCH MARK DISK
 MO0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0087_STAMPING: G 150 1960
 MO0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0087+STABILITY: SURFACE MOTION
 MO0087
 MO0087  HISTORY     - Date     Condition        Report By
 MO0087  HISTORY     - 1960     MONUMENTED       CGS
 MO0087
 MO0087                          STATION DESCRIPTION
 MO0087
 MO0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MO0087'1.8 MI N FROM PINE BLUFFS.
 MO0087'0.1 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE RAILROAD DEPOT AT
 MO0087'PINE BLUFFS, WYOMING, THENCE 0.1 MILE NORTH ON WYOMING SECONDARY
 MO0087'HIGHWAY 1104, THENCE 0.6 MILE WEST ON SAME ROAD, THENCE 1.2
 MO0087'MILE NORTH ON SAME ROAD, 1.0 MILE NORTH OF BRIDGE OVER LODGEPOLE
 MO0087'CREEK, 48 FEET EAST OF CENTER OF ROAD, 1 FOOT WEST OF FENCE.
 MO0087'MARK IS 2 FEET SOUTH OF A WITNESS-POST, ABOUT LEVEL WITH
 MO0087'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0057 ***********************************************************************
 MQ0057  DESIGNATION -  G 151
 MQ0057  PID         -  MQ0057
 MQ0057  STATE/COUNTY-  WY/SWEETWATER
 MQ0057  USGS QUAD   -  ERICKSON-KENT RANCH (1978)
 MQ0057
 MQ0057                         *CURRENT SURVEY CONTROL
 MQ0057  ___________________________________________________________________
 MQ0057* NAD 83(1986)-  41 09 34.     (N)    108 48 51.     (W)     SCALED    
 MQ0057* NAVD 88     -      2200.847  (meters)    7220.61   (feet)  ADJUSTED  
 MQ0057  ___________________________________________________________________
 MQ0057  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 MQ0057  DYNAMIC HT  -        2198.784 (meters)    7213.84  (feet)  COMP
 MQ0057  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 MQ0057
 MQ0057  VERT ORDER  -  SECOND    CLASS 0
 MQ0057
 MQ0057.The horizontal coordinates were scaled from a topographic map and have
 MQ0057.an estimated accuracy of +/- 6 seconds.
 MQ0057
 MQ0057.The orthometric height was determined by differential leveling
 MQ0057.and adjusted by the National Geodetic Survey in June 1991..
 MQ0057
 MQ0057.The geoid height was determined by GEOID03.
 MQ0057
 MQ0057.The dynamic height is computed by dividing the NAVD 88
 MQ0057.geopotential number by the normal gravity value computed on the
 MQ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0057.degrees latitude (g = 980.6199 gals.).
 MQ0057
 MQ0057.The modeled gravity was interpolated from observed gravity values.
 MQ0057
 MQ0057;                    North         East    Units  Estimated Accuracy
 MQ0057;SPC WYWC     -    73,230.      594,620.      MT  (+/- 180 meters Scaled)
 MQ0057
 MQ0057                          SUPERSEDED SURVEY CONTROL
 MQ0057
 MQ0057  NGVD 29 (??/??/92) 2199.442  (m)         7216.00   (f) ADJ UNCH    2 0
 MQ0057
 MQ0057.Superseded values are not recommended for survey control.
 MQ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0057.See file dsdata.txt to determine how the superseded data were derived.
 MQ0057
 MQ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL833587(NAD 83)
 MQ0057_MARKER: DB = BENCH MARK DISK
 MQ0057_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0057_SP_SET: OUTCROP
 MQ0057_STAMPING: G 151 1962
 MQ0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0057+STABILITY: POSITION/ELEVATION WELL
 MQ0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MQ0057+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0057
 MQ0057  HISTORY     - Date     Condition        Report By
 MQ0057  HISTORY     - 1962     MONUMENTED       CGS
 MQ0057  HISTORY     - 1982     GOOD             NGS
 MQ0057  HISTORY     - 20011003 GOOD             WYHD
 MQ0057
 MQ0057                          STATION DESCRIPTION
 MQ0057
 MQ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0057'43.05 MI SE FROM ROCK SPRINGS.
 MQ0057'43.05 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0057'ROCK SPRINGS, SET VERTICALLY IN THE SOUTHWEST FACE OF A 10- BY 15-FOOT
 MQ0057'OUTCROP WHICH PROJECTS ABOUT 10 FEET ABOVE THE GROUND, 247 FEET
 MQ0057'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 100 FEET NORTHEAST OF A
 MQ0057'WITNESS POST, AND ABOUT 6 FOOT HIGHER THAN THE HIGHWAY.
 MQ0057
 MQ0057                          STATION RECOVERY (1982)
 MQ0057
 MQ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0057'THE MARK APPEARS TO BE SET IN A BOULDER AND NOT IN A ROCK OUTCROP.
 MQ0057
 MQ0057                          STATION RECOVERY (2001)
 MQ0057
 MQ0057'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0185 ***********************************************************************
 MR0185  DESIGNATION -  G 153
 MR0185  PID         -  MR0185
 MR0185  STATE/COUNTY-  WY/UINTA
 MR0185  USGS QUAD   -  MYERS RESERVOIR (1965)
 MR0185
 MR0185                         *CURRENT SURVEY CONTROL
 MR0185  ___________________________________________________________________
 MR0185* NAD 83(1986)-  41 02 03.     (N)    110 57 40.     (W)     SCALED    
 MR0185* NAVD 88     -      2253.122  (meters)    7392.12   (feet)  ADJUSTED  
 MR0185  ___________________________________________________________________
 MR0185  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 MR0185  DYNAMIC HT  -        2250.926 (meters)    7384.91  (feet)  COMP
 MR0185  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 MR0185
 MR0185  VERT ORDER  -  SECOND    CLASS 0
 MR0185
 MR0185.The horizontal coordinates were scaled from a topographic map and have
 MR0185.an estimated accuracy of +/- 6 seconds.
 MR0185
 MR0185.The orthometric height was determined by differential leveling
 MR0185.and adjusted by the National Geodetic Survey in June 1991..
 MR0185
 MR0185.The geoid height was determined by GEOID03.
 MR0185
 MR0185.The dynamic height is computed by dividing the NAVD 88
 MR0185.geopotential number by the normal gravity value computed on the
 MR0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0185.degrees latitude (g = 980.6199 gals.).
 MR0185
 MR0185.The modeled gravity was interpolated from observed gravity values.
 MR0185
 MR0185;                    North         East    Units  Estimated Accuracy
 MR0185;SPC WY W     -   159,690.      726,190.      MT  (+/- 180 meters Scaled)
 MR0185
 MR0185                          SUPERSEDED SURVEY CONTROL
 MR0185
 MR0185  NGVD 29 (??/??/92) 2251.676  (m)         7387.37   (f) ADJ UNCH    2 0
 MR0185
 MR0185.Superseded values are not recommended for survey control.
 MR0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0185.See file dsdata.txt to determine how the superseded data were derived.
 MR0185
 MR0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL032425(NAD 83)
 MR0185_MARKER: DB = BENCH MARK DISK
 MR0185_SETTING: 66 = SET IN ROCK OUTCROP
 MR0185_SP_SET: OUTCROP
 MR0185_STAMPING: G 153 1962
 MR0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0185+STABILITY: POSITION/ELEVATION WELL
 MR0185
 MR0185  HISTORY     - Date     Condition        Report By
 MR0185  HISTORY     - 1962     MONUMENTED       CGS
 MR0185
 MR0185                          STATION DESCRIPTION
 MR0185
 MR0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0185'23.95 MI S FROM EVANSTON.
 MR0185'19.8 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0185'OF U.S. HIGHWAY 189 AT EVANSTON, THENCE 4.15 MILES WEST ALONG A DIRT
 MR0185'ROAD, ON THE WEST SLOPE OF A STEEP GRADE, IN THE TOP OF THE NORTH END
 MR0185'OF A LONG NARROW RIDGE OF OUTCROP, 46 FEET SOUTH OF THE CENTER LINE OF
 MR0185'THE ROAD, 2.0 FEET NORTH OF A FENCE, 4.7 FEET EAST OF A WITNESS POST,
 MR0185'ABOUT LEVEL WITH THE ROAD, AND 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0133 ***********************************************************************
 PY0133  DESIGNATION -  G 157
 PY0133  PID         -  PY0133
 PY0133  STATE/COUNTY-  WY/PARK
 PY0133  USGS QUAD   -  MAMMOTH (1986)
 PY0133
 PY0133                         *CURRENT SURVEY CONTROL
 PY0133  ___________________________________________________________________
 PY0133* NAD 83(1986)-  44 56 50.     (N)    110 42 51.     (W)     SCALED    
 PY0133* NAVD 88     -      2134.663  (meters)    7003.47   (feet)  ADJUSTED  
 PY0133  ___________________________________________________________________
 PY0133  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0133  DYNAMIC HT  -        2133.490 (meters)    6999.63  (feet)  COMP
 PY0133  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 PY0133
 PY0133  VERT ORDER  -  FIRST     CLASS II
 PY0133
 PY0133.The horizontal coordinates were scaled from a topographic map and have
 PY0133.an estimated accuracy of +/- 6 seconds.
 PY0133
 PY0133.The orthometric height was determined by differential leveling
 PY0133.and adjusted by the National Geodetic Survey in June 1991..
 PY0133
 PY0133.The geoid height was determined by GEOID03.
 PY0133
 PY0133.The dynamic height is computed by dividing the NAVD 88
 PY0133.geopotential number by the normal gravity value computed on the
 PY0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0133.degrees latitude (g = 980.6199 gals.).
 PY0133
 PY0133.The modeled gravity was interpolated from observed gravity values.
 PY0133
 PY0133;                    North         East    Units  Estimated Accuracy
 PY0133;SPC WYWC     -   495,880.      445,000.      MT  (+/- 180 meters Scaled)
 PY0133
 PY0133                          SUPERSEDED SURVEY CONTROL
 PY0133
 PY0133  NGVD 29 (08/20/92) 2133.406  (m)         6999.35   (f) ADJUSTED    1 2
 PY0133
 PY0133.Superseded values are not recommended for survey control.
 PY0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0133.See file dsdata.txt to determine how the superseded data were derived.
 PY0133
 PY0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ225771(NAD 83)
 PY0133_MARKER: DB = BENCH MARK DISK
 PY0133_SETTING: 66 = SET IN ROCK OUTCROP
 PY0133_SP_SET: BEDROCK
 PY0133_STAMPING: G 157 1960
 PY0133_MARK LOGO: CGS   
 PY0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0133+STABILITY: POSITION/ELEVATION WELL
 PY0133
 PY0133  HISTORY     - Date     Condition        Report By
 PY0133  HISTORY     - 1960     MONUMENTED       CGS
 PY0133  HISTORY     - 1983     GOOD             NGS
 PY0133  HISTORY     - 1987     GOOD             NGS
 PY0133
 PY0133                          STATION DESCRIPTION
 PY0133
 PY0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0133'3.6 MI S FROM MAMMOTH HOT SPRINGS.
 PY0133'ABOUT 3.6 MILES SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0133'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, 0.25 MILE BELOW
 PY0133'SILVER GATE, ON THE INSIDE OF A SHARP CURVE, SET IN THE TOP OF A
 PY0133'REDDISH ROCK OUTCROP WHICH PROJECTS 4 FEET ABOVE THE GROUND, 64 FEET
 PY0133'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTH OF THE
 PY0133'NORTHWEST END OF A PIPE CULVERT AND STONE HEADWALL, 33 1/2 FEET NORTH
 PY0133'OF A LONE 9-INCH FIR TREE, AND ABOUT 2 FEET ABOVE THE HIGHWAY.
 PY0133
 PY0133                          STATION RECOVERY (1983)
 PY0133
 PY0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0133'RECOVERED IN GOOD CONDITION.
 PY0133
 PY0133                          STATION RECOVERY (1987)
 PY0133
 PY0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0100 ***********************************************************************
 PY0100  DESIGNATION -  G 158
 PY0100  PID         -  PY0100
 PY0100  STATE/COUNTY-  WY/PARK
 PY0100  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0100
 PY0100                         *CURRENT SURVEY CONTROL
 PY0100  ___________________________________________________________________
 PY0100* NAD 83(1986)-  44 40 39.     (N)    110 44 52.     (W)     SCALED    
 PY0100* NAVD 88     -      2226.771  (meters)    7305.66   (feet)  ADJUSTED  
 PY0100  ___________________________________________________________________
 PY0100  GEOID HEIGHT-          -8.69  (meters)                     GEOID03
 PY0100  DYNAMIC HT  -        2225.375 (meters)    7301.08  (feet)  COMP
 PY0100  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 PY0100
 PY0100  VERT ORDER  -  FIRST     CLASS II
 PY0100
 PY0100.The horizontal coordinates were scaled from a topographic map and have
 PY0100.an estimated accuracy of +/- 6 seconds.
 PY0100
 PY0100.The orthometric height was determined by differential leveling
 PY0100.and adjusted by the National Geodetic Survey in June 1991..
 PY0100
 PY0100.The geoid height was determined by GEOID03.
 PY0100
 PY0100.The dynamic height is computed by dividing the NAVD 88
 PY0100.geopotential number by the normal gravity value computed on the
 PY0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0100.degrees latitude (g = 980.6199 gals.).
 PY0100
 PY0100.The modeled gravity was interpolated from observed gravity values.
 PY0100
 PY0100;                    North         East    Units  Estimated Accuracy
 PY0100;SPC WYWC     -   465,970.      441,610.      MT  (+/- 180 meters Scaled)
 PY0100
 PY0100                          SUPERSEDED SURVEY CONTROL
 PY0100
 PY0100  NGVD 29 (08/20/92) 2225.419  (m)         7301.23   (f) ADJUSTED    1 2
 PY0100
 PY0100.Superseded values are not recommended for survey control.
 PY0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0100.See file dsdata.txt to determine how the superseded data were derived.
 PY0100
 PY0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ199471(NAD 83)
 PY0100_MARKER: DB = BENCH MARK DISK
 PY0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0100_SP_SET: CONCRETE POST
 PY0100_STAMPING: G 158 1960
 PY0100_MARK LOGO: CGS   
 PY0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0100+STABILITY: SURFACE MOTION
 PY0100
 PY0100  HISTORY     - Date     Condition        Report By
 PY0100  HISTORY     - 1960     MONUMENTED       CGS
 PY0100  HISTORY     - 1983     GOOD             NGS
 PY0100  HISTORY     - 1987     GOOD             NGS
 PY0100
 PY0100                          STATION DESCRIPTION
 PY0100
 PY0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0100'4.75 MI SW FROM NORRIS.
 PY0100'ABOUT 4.75 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0100'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 0.5 MILE SOUTHWEST OF A
 PY0100'CONCRETE HIGHWAY BRIDGE OVER THE GIBBON RIVER, 0.15 MILE SOUTH OF
 PY0100'BERYL SPRING, 88 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 37
 PY0100'FEET SOUTHWEST OF THE CENTER OF A SMALL U SHAPED PARKING AREA, AT THE
 PY0100'NORTHEAST FOOT OF A STEEP HILL COVERED WITH TREES, 13 1/2 FEET
 PY0100'SOUTHWEST OF A 14-INCH FIR TREE, ABOUT 2 1/2 FEET ABOVE THE HIGHWAY,
 PY0100'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 PY0100
 PY0100                          STATION RECOVERY (1983)
 PY0100
 PY0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0100'RECOVERED IN GOOD CONDITION.
 PY0100
 PY0100                          STATION RECOVERY (1987)
 PY0100
 PY0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0187 ***********************************************************************
 OV0187  DESIGNATION -  G 159
 OV0187  PID         -  OV0187
 OV0187  STATE/COUNTY-  WY/FREMONT
 OV0187  USGS QUAD   -  LYSITE (1952)
 OV0187
 OV0187                         *CURRENT SURVEY CONTROL
 OV0187  ___________________________________________________________________
 OV0187* NAD 83(1986)-  43 16 37.     (N)    107 39 35.     (W)     SCALED    
 OV0187* NAVD 88     -      1634.336  (meters)    5361.98   (feet)  ADJUSTED  
 OV0187  ___________________________________________________________________
 OV0187  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 OV0187  DYNAMIC HT  -        1633.267 (meters)    5358.48  (feet)  COMP
 OV0187  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 OV0187
 OV0187  VERT ORDER  -  SECOND    CLASS 0
 OV0187
 OV0187.The horizontal coordinates were scaled from a topographic map and have
 OV0187.an estimated accuracy of +/- 6 seconds.
 OV0187
 OV0187.The orthometric height was determined by differential leveling
 OV0187.and adjusted by the National Geodetic Survey in June 1991..
 OV0187
 OV0187.The geoid height was determined by GEOID03.
 OV0187
 OV0187.The dynamic height is computed by dividing the NAVD 88
 OV0187.geopotential number by the normal gravity value computed on the
 OV0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0187.degrees latitude (g = 980.6199 gals.).
 OV0187
 OV0187.The modeled gravity was interpolated from observed gravity values.
 OV0187
 OV0187;                    North         East    Units  Estimated Accuracy
 OV0187;SPC WYWC     -   309,000.      688,500.      MT  (+/- 180 meters Scaled)
 OV0187
 OV0187                          SUPERSEDED SURVEY CONTROL
 OV0187
 OV0187  NGVD 29 (??/??/92) 1633.304  (m)         5358.60   (f) ADJ UNCH    2 0
 OV0187
 OV0187.Superseded values are not recommended for survey control.
 OV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0187.See file dsdata.txt to determine how the superseded data were derived.
 OV0187
 OV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH841950(NAD 83)
 OV0187_MARKER: DB = BENCH MARK DISK
 OV0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0187_STAMPING: G 159 1966
 OV0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0187+STABILITY: SURFACE MOTION
 OV0187
 OV0187  HISTORY     - Date     Condition        Report By
 OV0187  HISTORY     - 1966     MONUMENTED       CGS
 OV0187
 OV0187                          STATION DESCRIPTION
 OV0187
 OV0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0187'1.9 MI NE FROM LYSITE.
 OV0187'1.9 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON AND
 OV0187'QUINCY RAILROAD STATION AT LYSITE, AT THE CROSSING OF BURLINGTON
 OV0187'DITCH, 44 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET
 OV0187'SOUTHWEST OF THE SOUTHWEST END OF A STEEL GATE, 109 FEET SOUTHWEST OF
 OV0187'THE CENTER OF THE NORTHWEST END OF A 4- BY 4-FOOT WOODEN CULVERT, 2
 OV0187'1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.4 FEET SOUTHEAST OF A FENCE,
 OV0187'2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE
 OV0187'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 OV0187'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0425 ***********************************************************************
 NQ0425  DESIGNATION -  G 16
 NQ0425  PID         -  NQ0425
 NQ0425  STATE/COUNTY-  WY/CONVERSE
 NQ0425  USGS QUAD   -  CAREYHURST (1974)
 NQ0425
 NQ0425                         *CURRENT SURVEY CONTROL
 NQ0425  ___________________________________________________________________
 NQ0425* NAD 83(1986)-  42 51 44.     (N)    105 42 25.     (W)     SCALED    
 NQ0425* NAVD 88     -      1514.080  (meters)    4967.44   (feet)  ADJUSTED  
 NQ0425  ___________________________________________________________________
 NQ0425  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 NQ0425  DYNAMIC HT  -        1513.129 (meters)    4964.32  (feet)  COMP
 NQ0425  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 NQ0425
 NQ0425  VERT ORDER  -  FIRST     CLASS II
 NQ0425
 NQ0425.The horizontal coordinates were scaled from a topographic map and have
 NQ0425.an estimated accuracy of +/- 6 seconds.
 NQ0425
 NQ0425.The orthometric height was determined by differential leveling
 NQ0425.and adjusted by the National Geodetic Survey in June 1991..
 NQ0425
 NQ0425.The geoid height was determined by GEOID03.
 NQ0425
 NQ0425.The dynamic height is computed by dividing the NAVD 88
 NQ0425.geopotential number by the normal gravity value computed on the
 NQ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0425.degrees latitude (g = 980.6199 gals.).
 NQ0425
 NQ0425.The modeled gravity was interpolated from observed gravity values.
 NQ0425
 NQ0425;                    North         East    Units  Estimated Accuracy
 NQ0425;SPC WY E     -   262,490.      155,850.      MT  (+/- 180 meters Scaled)
 NQ0425
 NQ0425                          SUPERSEDED SURVEY CONTROL
 NQ0425
 NQ0425  NGVD 29 (??/??/92) 1513.197  (m)         4964.55   (f) ADJ UNCH    1 2
 NQ0425
 NQ0425.Superseded values are not recommended for survey control.
 NQ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0425.See file dsdata.txt to determine how the superseded data were derived.
 NQ0425
 NQ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH422457(NAD 83)
 NQ0425_MARKER: DB = BENCH MARK DISK
 NQ0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0425_STAMPING: G 16 1934
 NQ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0425+STABILITY: SURFACE MOTION
 NQ0425
 NQ0425  HISTORY     - Date     Condition        Report By
 NQ0425  HISTORY     - 1934     MONUMENTED       CGS
 NQ0425
 NQ0425                          STATION DESCRIPTION
 NQ0425
 NQ0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0425'2 MI W FROM CAREY.
 NQ0425'2 MILES W., BY RAIL, OF CAREY R.R. STATION, ALONG THE CHICAGO,
 NQ0425'BURLINGTON AND QUINCY R.R. AT FLETCHER SIDING, 600 FT. W. OF
 NQ0425'M.P. 169.  104.5 FT. N. OF N. RAIL, 13.5 E. OF GATE POST, AND
 NQ0425'2.5 FT. S. OF FENCE.  MARK IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0379 ***********************************************************************
 PW0379  DESIGNATION -  G 160
 PW0379  PID         -  PW0379
 PW0379  STATE/COUNTY-  WY/BIG HORN
 PW0379  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0379
 PW0379                         *CURRENT SURVEY CONTROL
 PW0379  ___________________________________________________________________
 PW0379* NAD 83(1986)-  44 35 09.     (N)    107 37 33.     (W)     SCALED    
 PW0379* NAVD 88     -      1855.387  (meters)    6087.22   (feet)  ADJUSTED  
 PW0379  ___________________________________________________________________
 PW0379  GEOID HEIGHT-          -9.22  (meters)                     GEOID03
 PW0379  DYNAMIC HT  -        1854.455 (meters)    6084.16  (feet)  COMP
 PW0379  MODELED GRAV-     980,048.3   (mgal)                       NAVD 88
 PW0379
 PW0379  VERT ORDER  -  SECOND    CLASS 0
 PW0379
 PW0379.The horizontal coordinates were scaled from a topographic map and have
 PW0379.an estimated accuracy of +/- 6 seconds.
 PW0379
 PW0379.The orthometric height was determined by differential leveling
 PW0379.and adjusted by the National Geodetic Survey in June 1991..
 PW0379
 PW0379.The geoid height was determined by GEOID03.
 PW0379
 PW0379.The dynamic height is computed by dividing the NAVD 88
 PW0379.geopotential number by the normal gravity value computed on the
 PW0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0379.degrees latitude (g = 980.6199 gals.).
 PW0379
 PW0379.The modeled gravity was interpolated from observed gravity values.
 PW0379
 PW0379;                    North         East    Units  Estimated Accuracy
 PW0379;SPC WYEC     -   553,880.      376,770.      MT  (+/- 180 meters Scaled)
 PW0379
 PW0379                          SUPERSEDED SURVEY CONTROL
 PW0379
 PW0379  NGVD 29 (??/??/92) 1854.439  (m)         6084.11   (f) ADJ UNCH    2 0
 PW0379
 PW0379.Superseded values are not recommended for survey control.
 PW0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0379.See file dsdata.txt to determine how the superseded data were derived.
 PW0379
 PW0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK915402(NAD 83)
 PW0379_MARKER: DB = BENCH MARK DISK
 PW0379_SETTING: 66 = SET IN ROCK OUTCROP
 PW0379_SP_SET: OUTCROP
 PW0379_STAMPING: G 160 1966
 PW0379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0379+STABILITY: POSITION/ELEVATION WELL
 PW0379
 PW0379  HISTORY     - Date     Condition        Report By
 PW0379  HISTORY     - 1966     MONUMENTED       CGS
 PW0379
 PW0379                          STATION DESCRIPTION
 PW0379
 PW0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0379'10.6 MI NE FROM SHELL.
 PW0379'10.6 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0379'SHELL, AT A SMALL TURNOUT WHICH IS ON A RIDGE, IN THE TOP OF AA 4- BY
 PW0379'4-FOOT OUTCROP PROJECTING ABOUT 1 FOOT, 77 FEET NORTH OF THE CENTER
 PW0379'LINE OF THE HIGHWAY, 58 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 PW0379'NORTH END OF AN 18-INCH PIPE CULVERT, 76 FEET NORTHWEST OF THE WEST
 PW0379'END OF A STEEL GUARDRAIL, 21.0 FEET NORTH-NORTHWEST OF A WITNESS POST,
 PW0379'AND ABOUT 5 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0234 ***********************************************************************
 PW0234  DESIGNATION -  G 162
 PW0234  PID         -  PW0234
 PW0234  STATE/COUNTY-  WY/SHERIDAN
 PW0234  USGS QUAD   -  SKULL RIDGE (1993)
 PW0234
 PW0234                         *CURRENT SURVEY CONTROL
 PW0234  ___________________________________________________________________
 PW0234* NAD 83(1986)-  44 47 27.     (N)    107 25 26.     (W)     SCALED    
 PW0234* NAVD 88     -      2511.638  (meters)    8240.27   (feet)  ADJUSTED  
 PW0234  ___________________________________________________________________
 PW0234  GEOID HEIGHT-          -9.88  (meters)                     GEOID03
 PW0234  DYNAMIC HT  -        2510.280 (meters)    8235.81  (feet)  COMP
 PW0234  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 PW0234
 PW0234  VERT ORDER  -  SECOND    CLASS 0
 PW0234
 PW0234.The horizontal coordinates were scaled from a topographic map and have
 PW0234.an estimated accuracy of +/- 6 seconds.
 PW0234
 PW0234.The orthometric height was determined by differential leveling
 PW0234.and adjusted by the National Geodetic Survey in June 1991..
 PW0234
 PW0234.The geoid height was determined by GEOID03.
 PW0234
 PW0234.The dynamic height is computed by dividing the NAVD 88
 PW0234.geopotential number by the normal gravity value computed on the
 PW0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0234.degrees latitude (g = 980.6199 gals.).
 PW0234
 PW0234.The modeled gravity was interpolated from observed gravity values.
 PW0234
 PW0234;                    North         East    Units  Estimated Accuracy
 PW0234;SPC WYEC     -   576,630.      392,830.      MT  (+/- 180 meters Scaled)
 PW0234
 PW0234                          SUPERSEDED SURVEY CONTROL
 PW0234
 PW0234  NGVD 29 (??/??/92) 2510.629  (m)         8236.96   (f) ADJ UNCH    2 0
 PW0234
 PW0234.Superseded values are not recommended for survey control.
 PW0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0234.See file dsdata.txt to determine how the superseded data were derived.
 PW0234
 PW0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK082625(NAD 83)
 PW0234_MARKER: DB = BENCH MARK DISK
 PW0234_SETTING: 66 = SET IN ROCK OUTCROP
 PW0234_SP_SET: OUTCROP
 PW0234_STAMPING: G 162 1966
 PW0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0234+STABILITY: POSITION/ELEVATION WELL
 PW0234
 PW0234  HISTORY     - Date     Condition        Report By
 PW0234  HISTORY     - 1966     MONUMENTED       CGS
 PW0234
 PW0234                          STATION DESCRIPTION
 PW0234
 PW0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0234'17.95 MI SW FROM DAYTON.
 PW0234'17.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0234'DAYTON, AT THE SOUTHEAST END OF A CURVE, DIRECTLY ACROSS THE HIGHWAY
 PW0234'FROM A ROCK CUT, IN THE TOP OF A 3- BY 11-FOOT OUTCROP PROJECTING
 PW0234'ABOUT 2 FEET, 51 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.8
 PW0234'FEET EAST OF A WITNESS POST, AND ABOUT 4 1/2 FEET HIGHER THAN THE
 PW0234'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0077 ***********************************************************************
 OV0077  DESIGNATION -  G 163
 OV0077  PID         -  OV0077
 OV0077  STATE/COUNTY-  WY/WASHAKIE
 OV0077  USGS QUAD   -  JOE EMGE CREEK (1976)
 OV0077
 OV0077                         *CURRENT SURVEY CONTROL
 OV0077  ___________________________________________________________________
 OV0077* NAD 83(1986)-  43 57 31.     (N)    107 23 23.     (W)     SCALED    
 OV0077* NAVD 88     -      1375.400  (meters)    4512.46   (feet)  ADJUSTED  
 OV0077  ___________________________________________________________________
 OV0077  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 OV0077  DYNAMIC HT  -        1374.773 (meters)    4510.40  (feet)  COMP
 OV0077  MODELED GRAV-     980,115.0   (mgal)                       NAVD 88
 OV0077
 OV0077  VERT ORDER  -  SECOND    CLASS 0
 OV0077
 OV0077.The horizontal coordinates were scaled from a topographic map and have
 OV0077.an estimated accuracy of +/- 6 seconds.
 OV0077
 OV0077.The orthometric height was determined by differential leveling
 OV0077.and adjusted by the National Geodetic Survey in June 1991..
 OV0077
 OV0077.The geoid height was determined by GEOID03.
 OV0077
 OV0077.The dynamic height is computed by dividing the NAVD 88
 OV0077.geopotential number by the normal gravity value computed on the
 OV0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0077.degrees latitude (g = 980.6199 gals.).
 OV0077
 OV0077.The modeled gravity was interpolated from observed gravity values.
 OV0077
 OV0077;                    North         East    Units  Estimated Accuracy
 OV0077;SPC WYEC     -   484,150.      395,470.      MT  (+/- 180 meters Scaled)
 OV0077
 OV0077                          SUPERSEDED SURVEY CONTROL
 OV0077
 OV0077  NGVD 29 (??/??/92) 1374.633  (m)         4509.94   (f) ADJ UNCH    2 0
 OV0077
 OV0077.Superseded values are not recommended for survey control.
 OV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0077.See file dsdata.txt to determine how the superseded data were derived.
 OV0077
 OV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ082700(NAD 83)
 OV0077_MARKER: DB = BENCH MARK DISK
 OV0077_SETTING: 66 = SET IN ROCK OUTCROP
 OV0077_SP_SET: SANDSTONE OUTCROP
 OV0077_STAMPING: G 163 1966
 OV0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0077+STABILITY: POSITION/ELEVATION WELL
 OV0077
 OV0077  HISTORY     - Date     Condition        Report By
 OV0077  HISTORY     - 1966     MONUMENTED       CGS
 OV0077
 OV0077                          STATION DESCRIPTION
 OV0077
 OV0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0077'6.6 MI S FROM TEN SLEEP.
 OV0077'6.6 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY 16
 OV0077'AT TEN SLEEP, 0.1 MILE NORTH OF THE CROSSING OF A CREEK, AT THE
 OV0077'JUNCTION OF A DIM ROAD WEST, ON THE SOUTH SLOPE OF A CUT, IN THE TOP
 OV0077'OF A SANDSTONE OUTCROP, 77 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OV0077'53 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 24.2 FEET WEST OF A
 OV0077'FENCE, 51 FEET NORTH-NORTHWEST OF THE NORTH END OF A GATE, AND ABOUT 4
 OV0077'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0099 ***********************************************************************
 OV0099  DESIGNATION -  G 164 RESET
 OV0099  PID         -  OV0099
 OV0099  STATE/COUNTY-  WY/WASHAKIE
 OV0099  USGS QUAD   -  BIG TRAILS (1976)
 OV0099
 OV0099                         *CURRENT SURVEY CONTROL
 OV0099  ___________________________________________________________________
 OV0099* NAD 83(1986)-  43 46 52.     (N)    107 19 10.     (W)     SCALED    
 OV0099* NAVD 88     -      1475.09   (+/-2cm)    4839.5    (feet)  VERTCON   
 OV0099  ___________________________________________________________________
 OV0099  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 OV0099
 OV0099  VERT ORDER  -  THIRD (See Below)
 OV0099
 OV0099.The horizontal coordinates were scaled from a topographic map and have
 OV0099.an estimated accuracy of +/- 6 seconds.
 OV0099
 OV0099.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0099.The vertical order pertains to the NGVD 29 superseded value.
 OV0099
 OV0099.The geoid height was determined by GEOID03.
 OV0099
 OV0099;                    North         East    Units  Estimated Accuracy
 OV0099;SPC WYEC     -   464,430.      401,120.      MT  (+/- 180 meters Scaled)
 OV0099
 OV0099                          SUPERSEDED SURVEY CONTROL
 OV0099
 OV0099  NGVD 29 (03/28/06) 1474.30   (m)         4836.9    (f) RESET       3  
 OV0099
 OV0099.Superseded values are not recommended for survey control.
 OV0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0099.See file dsdata.txt to determine how the superseded data were derived.
 OV0099
 OV0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ133501(NAD 83)
 OV0099_MARKER: DB = BENCH MARK DISK
 OV0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0099_STAMPING: G 164 RESET 1972
 OV0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0099+STABILITY: SURFACE MOTION
 OV0099
 OV0099  HISTORY     - Date     Condition        Report By
 OV0099  HISTORY     - 1972     MONUMENTED       WYHD
 OV0099
 OV0099                          STATION DESCRIPTION
 OV0099
 OV0099'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1972
 OV0099'20.3 MI S FROM TEN SLEEP.
 OV0099'APPROXIMATELY 20.0 MILES SOUTH ALONG UPPER NOWOOD ROAD, WYOMING
 OV0099'SECONDARY 434, FROM THE JUNCTION OF U.S. HIGHWAY 16 AT TEN SLEEP, .13
 OV0099'MILE NORTHWEST OF A STOCK RESERVOIR DAM, .1 MILE NORTH OF AN APPROACH
 OV0099'TO THE EAST, 198 FEET SOUTHEAST OF A FENCE BRACE PANEL, 171 FEET NORTH
 OV0099'OF THE EAST END OF A 24 INCH CORRUGATED METAL PRPE IN THE HIGHWAY,
 OV0099'163.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.5 FEET
 OV0099'NORTHEAST OF A 26 INCH WOVEN WIRE AND 2 BARBED WIRE FENCE, ABOUT 15
 OV0099'FEET HIGHER, THAN THE HIGHWAY, 2 FEET NORTHWEST OF A WITNESS POST, 1
 OV0099'FOOT NORTHWEST OF AN ORANGE METAL FENCE POST, 1 FOOT SOUTHEAST OF AN
 OV0099'ORANGE METAL FENCE POST, AND SET IN THE TOP A ROUND CONCRETE POST
 OV0099'PROJECTING 0.1 FOOT ABOVE GROUND.  ORIGINAL WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0174 ***********************************************************************
 OV0174  DESIGNATION -  G 165
 OV0174  PID         -  OV0174
 OV0174  STATE/COUNTY-  WY/FREMONT
 OV0174  USGS QUAD   -  LYSITE SE (1952)
 OV0174
 OV0174                         *CURRENT SURVEY CONTROL
 OV0174  ___________________________________________________________________
 OV0174* NAD 83(1986)-  43 21 56.     (N)    107 35 06.     (W)     SCALED    
 OV0174* NAVD 88     -      1762.418  (meters)    5782.20   (feet)  ADJUSTED  
 OV0174  ___________________________________________________________________
 OV0174  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 OV0174  DYNAMIC HT  -        1761.294 (meters)    5778.51  (feet)  COMP
 OV0174  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 OV0174
 OV0174  VERT ORDER  -  SECOND    CLASS 0
 OV0174
 OV0174.The horizontal coordinates were scaled from a topographic map and have
 OV0174.an estimated accuracy of +/- 6 seconds.
 OV0174
 OV0174.The orthometric height was determined by differential leveling
 OV0174.and adjusted by the National Geodetic Survey in June 1991..
 OV0174
 OV0174.The geoid height was determined by GEOID03.
 OV0174
 OV0174.The dynamic height is computed by dividing the NAVD 88
 OV0174.geopotential number by the normal gravity value computed on the
 OV0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0174.degrees latitude (g = 980.6199 gals.).
 OV0174
 OV0174.The modeled gravity was interpolated from observed gravity values.
 OV0174
 OV0174;                    North         East    Units  Estimated Accuracy
 OV0174;SPC WYWC     -   318,920.      694,430.      MT  (+/- 180 meters Scaled)
 OV0174
 OV0174                          SUPERSEDED SURVEY CONTROL
 OV0174
 OV0174  NGVD 29 (??/??/92) 1761.411  (m)         5778.90   (f) ADJ UNCH    2 0
 OV0174
 OV0174.Superseded values are not recommended for survey control.
 OV0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0174.See file dsdata.txt to determine how the superseded data were derived.
 OV0174
 OV0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ905046(NAD 83)
 OV0174_MARKER: DB = BENCH MARK DISK
 OV0174_SETTING: 66 = SET IN ROCK OUTCROP
 OV0174_SP_SET: SANDSTONE OUTCROP
 OV0174_STAMPING: G 165 1966
 OV0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0174+STABILITY: POSITION/ELEVATION WELL
 OV0174
 OV0174  HISTORY     - Date     Condition        Report By
 OV0174  HISTORY     - 1966     MONUMENTED       CGS
 OV0174
 OV0174                          STATION DESCRIPTION
 OV0174
 OV0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0174'9.9 MI NE FROM LYSITE.
 OV0174'9.9 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON AND
 OV0174'QUINCY RAILROAD STATION AT LYSITE, AT THE EAST END OF A CURVE, IN THE
 OV0174'TOP OF A SANDSTONE OUTCROP PROJECTING ABOUT 1/2 FOOT, 69 FEET NORTH OF
 OV0174'THE CENTER LINE OF THE ROAD, 17.5 FEET WEST OF A WITNESS POST, AND
 OV0174'ABOUT 1 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0365 ***********************************************************************
 MO0365  DESIGNATION -  G 166
 MO0365  PID         -  MO0365
 MO0365  STATE/COUNTY-  WY/PLATTE
 MO0365  USGS QUAD   -  NATWICK (1981)
 MO0365
 MO0365                         *CURRENT SURVEY CONTROL
 MO0365  ___________________________________________________________________
 MO0365* NAD 83(1986)-  41 57 13.     (N)    105 04 54.     (W)     SCALED    
 MO0365* NAVD 88     -      1530.067  (meters)    5019.89   (feet)  ADJUSTED  
 MO0365  ___________________________________________________________________
 MO0365  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 MO0365  DYNAMIC HT  -        1529.049 (meters)    5016.55  (feet)  COMP
 MO0365  MODELED GRAV-     979,903.1   (mgal)                       NAVD 88
 MO0365
 MO0365  VERT ORDER  -  SECOND    CLASS 0
 MO0365
 MO0365.The horizontal coordinates were scaled from a topographic map and have
 MO0365.an estimated accuracy of +/- 6 seconds.
 MO0365
 MO0365.The orthometric height was determined by differential leveling
 MO0365.and adjusted by the National Geodetic Survey in June 1991..
 MO0365
 MO0365.The geoid height was determined by GEOID03.
 MO0365
 MO0365.The dynamic height is computed by dividing the NAVD 88
 MO0365.geopotential number by the normal gravity value computed on the
 MO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0365.degrees latitude (g = 980.6199 gals.).
 MO0365
 MO0365.The modeled gravity was interpolated from observed gravity values.
 MO0365
 MO0365;                    North         East    Units  Estimated Accuracy
 MO0365;SPC WY E     -   161,430.      207,050.      MT  (+/- 180 meters Scaled)
 MO0365
 MO0365                          SUPERSEDED SURVEY CONTROL
 MO0365
 MO0365  NGVD 29 (??/??/92) 1529.263  (m)         5017.26   (f) ADJ UNCH    2 0
 MO0365
 MO0365.Superseded values are not recommended for survey control.
 MO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0365.See file dsdata.txt to determine how the superseded data were derived.
 MO0365
 MO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG932446(NAD 83)
 MO0365_MARKER: DB = BENCH MARK DISK
 MO0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0365_STAMPING: G 166 1966
 MO0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0365+STABILITY: SURFACE MOTION
 MO0365
 MO0365  HISTORY     - Date     Condition        Report By
 MO0365  HISTORY     - 1966     MONUMENTED       CGS
 MO0365
 MO0365                          STATION DESCRIPTION
 MO0365
 MO0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0365'13.5 MI SW FROM WHEATLAND.
 MO0365'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0365'WHEATLAND, THENCE 6.8 MILES SOUTHWEST ALONG STATE HIGHWAY 34, 0.3
 MO0365'MILE NORTHEAST OF A BRIDGE OVER NO. 3 LATERAL, AT THE NORTHEAST
 MO0365'END OF A LONG CURVE, 49 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MO0365'HIGHWAY, 5 FEET NORTHWEST OF A TELEPHONE POLE WITH A GUY WIRE,
 MO0365'3.0 FEET NORTHWEST OF A FENCE, 2.5 FEET NORTHEAST OF A WITNESS
 MO0365'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 MO0365'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0408 ***********************************************************************
 MO0408  DESIGNATION -  G 167
 MO0408  PID         -  MO0408
 MO0408  STATE/COUNTY-  WY/ALBANY
 MO0408  USGS QUAD   -  SHEEP ROCK (1981)
 MO0408
 MO0408                         *CURRENT SURVEY CONTROL
 MO0408  ___________________________________________________________________
 MO0408* NAD 83(1986)-  41 42 07.     (N)    105 29 54.     (W)     SCALED    
 MO0408* NAVD 88     -      2097.775  (meters)    6882.45   (feet)  ADJUSTED  
 MO0408  ___________________________________________________________________
 MO0408  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 MO0408  DYNAMIC HT  -        2096.118 (meters)    6877.01  (feet)  COMP
 MO0408  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 MO0408
 MO0408  VERT ORDER  -  SECOND    CLASS 0
 MO0408
 MO0408.The horizontal coordinates were scaled from a topographic map and have
 MO0408.an estimated accuracy of +/- 6 seconds.
 MO0408
 MO0408.The orthometric height was determined by differential leveling
 MO0408.and adjusted by the National Geodetic Survey in June 1991..
 MO0408
 MO0408.The geoid height was determined by GEOID03.
 MO0408
 MO0408.The dynamic height is computed by dividing the NAVD 88
 MO0408.geopotential number by the normal gravity value computed on the
 MO0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0408.degrees latitude (g = 980.6199 gals.).
 MO0408
 MO0408.The modeled gravity was interpolated from observed gravity values.
 MO0408
 MO0408;                    North         East    Units  Estimated Accuracy
 MO0408;SPC WY E     -   133,530.      172,400.      MT  (+/- 180 meters Scaled)
 MO0408
 MO0408                          SUPERSEDED SURVEY CONTROL
 MO0408
 MO0408  NGVD 29 (??/??/92) 2096.806  (m)         6879.27   (f) ADJ UNCH    2 0
 MO0408
 MO0408.Superseded values are not recommended for survey control.
 MO0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0408.See file dsdata.txt to determine how the superseded data were derived.
 MO0408
 MO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG585168(NAD 83)
 MO0408_MARKER: DB = BENCH MARK DISK
 MO0408_SETTING: 66 = SET IN ROCK OUTCROP
 MO0408_SP_SET: RED OUTCROP
 MO0408_STAMPING: G 167 1966
 MO0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0408+STABILITY: POSITION/ELEVATION WELL
 MO0408
 MO0408  HISTORY     - Date     Condition        Report By
 MO0408  HISTORY     - 1966     MONUMENTED       CGS
 MO0408
 MO0408                          STATION DESCRIPTION
 MO0408
 MO0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0408'16.3 MI NE FROM BOSLER.
 MO0408'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BOSLER,
 MO0408'THENCE 14.35 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.5 MILE
 MO0408'NORTHEAST OF A BRIDGE OVER WEST SYBILLE CREEK, AT THE WEST END
 MO0408'OF A CURVE, IN THE TOP OF A RED OUTCROP PROJECTING ABOUT 1 FOOT,
 MO0408'68 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 64 FEET NORTHWEST
 MO0408'OF THE CENTER OF THE NORTH END OF A 24-INCH PIPE CULVERT, 62 FEET
 MO0408'NORTHEAST OF THE CENTER OF THE NORTH END OF A 36-INCH PIPE
 MO0408'CULVERT, 14.3 FEET NORTH OF A FENCE, 18.5 FEET NORTH-NORTHWEST
 MO0408'OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0231 ***********************************************************************
 MR0231  DESIGNATION -  G 168
 MR0231  PID         -  MR0231
 MR0231  STATE/COUNTY-  WY/LINCOLN
 MR0231  USGS QUAD   -  KEMMERER (1985)
 MR0231
 MR0231                         *CURRENT SURVEY CONTROL
 MR0231  ___________________________________________________________________
 MR0231* NAD 83(1986)-  41 47 40.     (N)    110 32 06.     (W)     SCALED    
 MR0231* NAVD 88     -      2108.639  (meters)    6918.09   (feet)  ADJUSTED  
 MR0231  ___________________________________________________________________
 MR0231  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 MR0231  DYNAMIC HT  -        2106.813 (meters)    6912.10  (feet)  COMP
 MR0231  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 MR0231
 MR0231  VERT ORDER  -  SECOND    CLASS 0
 MR0231
 MR0231.The horizontal coordinates were scaled from a topographic map and have
 MR0231.an estimated accuracy of +/- 6 seconds.
 MR0231
 MR0231.The orthometric height was determined by differential leveling
 MR0231.and adjusted by the National Geodetic Survey in June 1991..
 MR0231
 MR0231.The geoid height was determined by GEOID03.
 MR0231
 MR0231.The dynamic height is computed by dividing the NAVD 88
 MR0231.geopotential number by the normal gravity value computed on the
 MR0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0231.degrees latitude (g = 980.6199 gals.).
 MR0231
 MR0231.The modeled gravity was interpolated from observed gravity values.
 MR0231
 MR0231;                    North         East    Units  Estimated Accuracy
 MR0231;SPC WY W     -   243,850.      762,460.      MT  (+/- 180 meters Scaled)
 MR0231
 MR0231                          SUPERSEDED SURVEY CONTROL
 MR0231
 MR0231  NGVD 29 (??/??/92) 2107.247  (m)         6913.53   (f) ADJ UNCH    2 0
 MR0231
 MR0231.Superseded values are not recommended for survey control.
 MR0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0231.See file dsdata.txt to determine how the superseded data were derived.
 MR0231
 MR0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM386270(NAD 83)
 MR0231_MARKER: DB = BENCH MARK DISK
 MR0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0231_SP_SET: PILLAR
 MR0231_STAMPING: G 168 1966
 MR0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0231
 MR0231  HISTORY     - Date     Condition        Report By
 MR0231  HISTORY     - 1966     MONUMENTED       CGS
 MR0231
 MR0231                          STATION DESCRIPTION
 MR0231
 MR0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0231'IN KEMMERER.
 MR0231'AT KEMMERER, 0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0231'STATION, AT MILEAGE 39.8, SET VERTICALLY IN THE SOUTH FACE OF THE
 MR0231'SOUTH ONE OF THE EAST ROW OF CONCRETE PILLARS SUPPORTING A FOOT BRIDGE
 MR0231'OVER THE RAILROAD, 10.8 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 MR0231'ABOUT 3 1/2 FEET HIGHER THAN THE TRACK AND 4.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0016 ***********************************************************************
 NR0016  DESIGNATION -  G 18
 NR0016  PID         -  NR0016
 NR0016  STATE/COUNTY-  WY/NATRONA
 NR0016  USGS QUAD   -  BISHOP (1978)
 NR0016
 NR0016                         *CURRENT SURVEY CONTROL
 NR0016  ___________________________________________________________________
 NR0016* NAD 83(1986)-  42 55 45.     (N)    106 26 08.     (W)     SCALED    
 NR0016* NAVD 88     -      1600.490  (meters)    5250.94   (feet)  POSTED    
 NR0016  ___________________________________________________________________
 NR0016  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 NR0016  DYNAMIC HT  -        1599.500 (meters)    5247.69  (feet)  COMP
 NR0016  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 NR0016
 NR0016  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NR0016
 NR0016.The horizontal coordinates were scaled from a topographic map and have
 NR0016.an estimated accuracy of +/- 6 seconds.
 NR0016
 NR0016.The orthometric height was determined by differential leveling
 NR0016.and adjusted by the National Geodetic Survey in 1992..
 NR0016.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NR0016.rate of 0.0 thru 1.0 mm/km.
 NR0016
 NR0016.The geoid height was determined by GEOID03.
 NR0016
 NR0016.The dynamic height is computed by dividing the NAVD 88
 NR0016.geopotential number by the normal gravity value computed on the
 NR0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0016.degrees latitude (g = 980.6199 gals.).
 NR0016
 NR0016.The modeled gravity was interpolated from observed gravity values.
 NR0016
 NR0016;                    North         East    Units  Estimated Accuracy
 NR0016;SPC WYEC     -   370,180.      473,290.      MT  (+/- 180 meters Scaled)
 NR0016
 NR0016                          SUPERSEDED SURVEY CONTROL
 NR0016
 NR0016  NGVD 29 (??/??/92) 1599.589  (m)         5247.98   (f) ADJ UNCH    1 2
 NR0016
 NR0016.Superseded values are not recommended for survey control.
 NR0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0016.See file dsdata.txt to determine how the superseded data were derived.
 NR0016
 NR0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH828539(NAD 83)
 NR0016_MARKER: DB = BENCH MARK DISK
 NR0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0016_STAMPING: G 18 1934
 NR0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0016+STABILITY: SURFACE MOTION
 NR0016
 NR0016  HISTORY     - Date     Condition        Report By
 NR0016  HISTORY     - 1934     MONUMENTED       CGS
 NR0016  HISTORY     - 1960     POOR             USGS
 NR0016
 NR0016                          STATION DESCRIPTION
 NR0016
 NR0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0016'9.0 MI NW FROM CASPER.
 NR0016'ABOUT 9.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NR0016'RAILROAD FROM THE STATION AT CASPER, NATRONA COUNTY, ABOUT 560 FEET
 NR0016'NORTH OF MILEPOST 211, IN A HOLLOW NEAR THE TOP OF THE FIRST RISE
 NR0016'NORTH OF THE MILEPOST, 101.0 FEET WEST OF THE WEST RAIL, 3.0 FEET WEST
 NR0016'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4.0 FEET HIGHER THAN THE TRACK. A
 NR0016'STANDARD DISK, STAMPED G 18 1934 AND SET IN THE TOP OF A CONCRETE
 NR0016'POST.  NOTE-- MARK HAS BEEN DUG OUT OF POSITION AND IS NOW SETTING
 NR0016'LOOSE ON GROUND.
 NR0016
 NR0016                          STATION RECOVERY (1960)
 NR0016
 NR0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 NR0016'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0152 ***********************************************************************
 MQ0152  DESIGNATION -  G 19
 MQ0152  PID         -  MQ0152
 MQ0152  STATE/COUNTY-  WY/SWEETWATER
 MQ0152  USGS QUAD   -  CLAY BUTTES SE (1968)
 MQ0152
 MQ0152                         *CURRENT SURVEY CONTROL
 MQ0152  ___________________________________________________________________
 MQ0152* NAD 83(1986)-  41 49 35.     (N)    109 19 59.     (W)     SCALED    
 MQ0152* NAVD 88     -      2112.023  (meters)    6929.20   (feet)  ADJUSTED  
 MQ0152  ___________________________________________________________________
 MQ0152  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 MQ0152  DYNAMIC HT  -        2110.226 (meters)    6923.30  (feet)  COMP
 MQ0152  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 MQ0152
 MQ0152  VERT ORDER  -  FIRST     CLASS II
 MQ0152
 MQ0152.The horizontal coordinates were scaled from a topographic map and have
 MQ0152.an estimated accuracy of +/- 6 seconds.
 MQ0152
 MQ0152.The orthometric height was determined by differential leveling
 MQ0152.and adjusted by the National Geodetic Survey in June 1991..
 MQ0152
 MQ0152.The geoid height was determined by GEOID03.
 MQ0152
 MQ0152.The dynamic height is computed by dividing the NAVD 88
 MQ0152.geopotential number by the normal gravity value computed on the
 MQ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0152.degrees latitude (g = 980.6199 gals.).
 MQ0152
 MQ0152.The modeled gravity was interpolated from observed gravity values.
 MQ0152
 MQ0152;                    North         East    Units  Estimated Accuracy
 MQ0152;SPC WYWC     -   147,460.      551,570.      MT  (+/- 180 meters Scaled)
 MQ0152
 MQ0152                          SUPERSEDED SURVEY CONTROL
 MQ0152
 MQ0152  NGVD 29 (??/??/92) 2110.732  (m)         6924.96   (f) ADJ UNCH    1 2
 MQ0152
 MQ0152.Superseded values are not recommended for survey control.
 MQ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0152.See file dsdata.txt to determine how the superseded data were derived.
 MQ0152
 MQ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM384318(NAD 83)
 MQ0152_MARKER: DB = BENCH MARK DISK
 MQ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0152_STAMPING: 6924.779 G-19 1933
 MQ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0152+STABILITY: SURFACE MOTION
 MQ0152
 MQ0152  HISTORY     - Date     Condition        Report By
 MQ0152  HISTORY     - 1933     MONUMENTED       CGS
 MQ0152  HISTORY     - 1968     GOOD             USGS
 MQ0152
 MQ0152                          STATION DESCRIPTION
 MQ0152
 MQ0152'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MQ0152'IN EDEN.
 MQ0152'EDEN, WYOMING, U.S. POST OFFICE, 14.7 MILES S. OF ALONG U.S. HY. 187,
 MQ0152'THENCE 0.2 MILE NE (LEFT) ON SECONDARY ROAD. THENCE 2.5 MILES SOUTH
 MQ0152'AND EAST ALONG OLD U.S. HY. 187, 208 FEET NW OF ROAD-JUNCTION SW, 83
 MQ0152'FEET SW OF CENTERLINE OF ROAD, A STANDARD TABLET SET IN TOP OF A
 MQ0152'CONCRETE POST PROJECTING 0.6 FOOT STAMPED 6924.779 G-19 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0028 ***********************************************************************
 NS0028  DESIGNATION -  G 20
 NS0028  PID         -  NS0028
 NS0028  STATE/COUNTY-  WY/FREMONT
 NS0028  USGS QUAD   -  PACIFIC SPRINGS (1980)
 NS0028
 NS0028                         *CURRENT SURVEY CONTROL
 NS0028  ___________________________________________________________________
 NS0028* NAD 83(1986)-  42 19 18.     (N)    108 59 30.     (W)     SCALED    
 NS0028* NAVD 88     -      2191.707  (meters)    7190.63   (feet)  ADJUSTED  
 NS0028  ___________________________________________________________________
 NS0028  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NS0028  DYNAMIC HT  -        2189.878 (meters)    7184.62  (feet)  COMP
 NS0028  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 NS0028
 NS0028  VERT ORDER  -  FIRST     CLASS II
 NS0028
 NS0028.The horizontal coordinates were scaled from a topographic map and have
 NS0028.an estimated accuracy of +/- 6 seconds.
 NS0028
 NS0028.The orthometric height was determined by differential leveling
 NS0028.and adjusted by the National Geodetic Survey in June 1991..
 NS0028
 NS0028.The geoid height was determined by GEOID03.
 NS0028
 NS0028.The dynamic height is computed by dividing the NAVD 88
 NS0028.geopotential number by the normal gravity value computed on the
 NS0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0028.degrees latitude (g = 980.6199 gals.).
 NS0028
 NS0028.The modeled gravity was interpolated from observed gravity values.
 NS0028
 NS0028;                    North         East    Units  Estimated Accuracy
 NS0028;SPC WYWC     -   202,330.      580,080.      MT  (+/- 180 meters Scaled)
 NS0028
 NS0028                          SUPERSEDED SURVEY CONTROL
 NS0028
 NS0028  NGVD 29 (??/??/92) 2190.429  (m)         7186.43   (f) ADJ UNCH    1 2
 NS0028
 NS0028.Superseded values are not recommended for survey control.
 NS0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0028.See file dsdata.txt to determine how the superseded data were derived.
 NS0028
 NS0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM654874(NAD 83)
 NS0028_MARKER: DB = BENCH MARK DISK
 NS0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0028_STAMPING: 7186.068 G 20 1933
 NS0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0028+STABILITY: SURFACE MOTION
 NS0028
 NS0028  HISTORY     - Date     Condition        Report By
 NS0028  HISTORY     - 1933     MONUMENTED       CGS
 NS0028
 NS0028                          STATION DESCRIPTION
 NS0028
 NS0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0028'15.6 MI SW FROM SOUTH PASS CITY.
 NS0028'15.6 MILES SOUTHWEST ALONG THE ROAD TO FARSON FROM THE POST OFFICE AT
 NS0028'SOUTH PASS CITY, FREMONT COUNTY, 0.6 MILE NORTHEAST OF A BRIDGE, ON
 NS0028'THE NORTH SIDE OF A SLOPE, SOUTHWEST OF A SMALL VALLEY, AND 67 FEET
 NS0028'SOUTHEAST OF THE CENTER LINE OF THE ROAD. A STANDARD DISK, STAMPED
 NS0028'7186.068 G 20 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 NS0028'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0063 ***********************************************************************
 NS0063  DESIGNATION -  G 21
 NS0063  PID         -  NS0063
 NS0063  STATE/COUNTY-  WY/FREMONT
 NS0063  USGS QUAD   -  LANDER NW (1978)
 NS0063
 NS0063                         *CURRENT SURVEY CONTROL
 NS0063  ___________________________________________________________________
 NS0063* NAD 83(1986)-  42 53 02.     (N)    108 37 52.     (W)     SCALED    
 NS0063* NAVD 88     -      1567.716  (meters)    5143.41   (feet)  ADJUSTED  
 NS0063  ___________________________________________________________________
 NS0063  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 NS0063  DYNAMIC HT  -        1566.684 (meters)    5140.03  (feet)  COMP
 NS0063  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 NS0063
 NS0063  VERT ORDER  -  FIRST     CLASS II
 NS0063
 NS0063.The horizontal coordinates were scaled from a topographic map and have
 NS0063.an estimated accuracy of +/- 6 seconds.
 NS0063
 NS0063.The orthometric height was determined by differential leveling
 NS0063.and adjusted by the National Geodetic Survey in June 1991..
 NS0063
 NS0063.The geoid height was determined by GEOID03.
 NS0063
 NS0063.The dynamic height is computed by dividing the NAVD 88
 NS0063.geopotential number by the normal gravity value computed on the
 NS0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0063.degrees latitude (g = 980.6199 gals.).
 NS0063
 NS0063.The modeled gravity was interpolated from observed gravity values.
 NS0063
 NS0063;                    North         East    Units  Estimated Accuracy
 NS0063;SPC WYWC     -   264,760.      609,710.      MT  (+/- 180 meters Scaled)
 NS0063
 NS0063                          SUPERSEDED SURVEY CONTROL
 NS0063
 NS0063  NGVD 29 (??/??/92) 1566.718  (m)         5140.14   (f) ADJ UNCH    1 2
 NS0063
 NS0063.Superseded values are not recommended for survey control.
 NS0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0063.See file dsdata.txt to determine how the superseded data were derived.
 NS0063
 NS0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN934506(NAD 83)
 NS0063_MARKER: DB = BENCH MARK DISK
 NS0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0063_STAMPING: 5139.652 G 21 1933
 NS0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0063+STABILITY: SURFACE MOTION
 NS0063
 NS0063  HISTORY     - Date     Condition        Report By
 NS0063  HISTORY     - 1933     MONUMENTED       CGS
 NS0063
 NS0063                          STATION DESCRIPTION
 NS0063
 NS0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0063'3.4 MI SW FROM HUDSON.
 NS0063'3.4 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NS0063'THE STATION AT HUDSON, FREMONT COUNTY, AT A ROAD CROSSING, 50 FEET
 NS0063'NORTHWEST OF THE CENTER LINE OF THE TRACK, 12 FEET NORTHWEST OF A
 NS0063'FENCE CORNER, AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED
 NS0063'5139.652 G 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NS0063'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0065 ***********************************************************************
 OW0065  DESIGNATION -  G 22
 OW0065  PID         -  OW0065
 OW0065  STATE/COUNTY-  WY/FREMONT
 OW0065  USGS QUAD   -  BONNEVILLE (1980)
 OW0065
 OW0065                         *CURRENT SURVEY CONTROL
 OW0065  ___________________________________________________________________
 OW0065* NAD 83(1986)-  43 16 07.     (N)    108 04 27.     (W)     SCALED    
 OW0065* NAVD 88     -      1462.235  (meters)    4797.35   (feet)  ADJUSTED  
 OW0065  ___________________________________________________________________
 OW0065  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 OW0065  DYNAMIC HT  -        1461.319 (meters)    4794.34  (feet)  COMP
 OW0065  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 OW0065
 OW0065  VERT ORDER  -  FIRST     CLASS II
 OW0065
 OW0065.The horizontal coordinates were scaled from a topographic map and have
 OW0065.an estimated accuracy of +/- 6 seconds.
 OW0065
 OW0065.The orthometric height was determined by differential leveling
 OW0065.and adjusted by the National Geodetic Survey in June 1991..
 OW0065
 OW0065.The geoid height was determined by GEOID03.
 OW0065
 OW0065.The dynamic height is computed by dividing the NAVD 88
 OW0065.geopotential number by the normal gravity value computed on the
 OW0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0065.degrees latitude (g = 980.6199 gals.).
 OW0065
 OW0065.The modeled gravity was interpolated from observed gravity values.
 OW0065
 OW0065;                    North         East    Units  Estimated Accuracy
 OW0065;SPC WYWC     -   307,720.      654,860.      MT  (+/- 180 meters Scaled)
 OW0065
 OW0065                          SUPERSEDED SURVEY CONTROL
 OW0065
 OW0065  NGVD 29 (??/??/92) 1461.300  (m)         4794.28   (f) ADJ UNCH    1 2
 OW0065
 OW0065.Superseded values are not recommended for survey control.
 OW0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0065.See file dsdata.txt to determine how the superseded data were derived.
 OW0065
 OW0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN374948(NAD 83)
 OW0065_MARKER: DB = BENCH MARK DISK
 OW0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0065_SP_SET: PIER
 OW0065_STAMPING: 4793.701 G 22 1933
 OW0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0065
 OW0065  HISTORY     - Date     Condition        Report By
 OW0065  HISTORY     - 1933     MONUMENTED       CGS
 OW0065  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0065
 OW0065                          STATION DESCRIPTION
 OW0065
 OW0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0065'IN BONNEVILLE.
 OW0065'AT BONNEVILLE, FREMONT COUNTY, WEST OF THE CHICAGO, BURLINGTON AND
 OW0065'QUINCY RAILROAD STATION, AT THE WATER TOWER, IN THE SOUTHEAST CONCRETE
 OW0065'PIER, 76.3 FEET EAST OF THE EAST WALL OF AN ICEHOUSE, 135 FEET NORTH
 OW0065'OF THE NORTH RAIL OF THE MAIN TRACK, AND 3.5 FEET ABOVE THE GROUND. A
 OW0065'STANDARD DISK, STAMPED 4793.701 G 22 1933.
 OW0065
 OW0065                          STATION RECOVERY (1982)
 OW0065
 OW0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0009 ***********************************************************************
 OW0009  DESIGNATION -  G 23
 OW0009  PID         -  OW0009
 OW0009  STATE/COUNTY-  WY/HOT SPRINGS
 OW0009  USGS QUAD   -  THERMOPOLIS (1960)
 OW0009
 OW0009                         *CURRENT SURVEY CONTROL
 OW0009  ___________________________________________________________________
 OW0009* NAD 83(1986)-  43 44 42.     (N)    108 10 12.     (W)     SCALED    
 OW0009* NAVD 88     -      1310.610  (meters)    4299.89   (feet)  ADJUSTED  
 OW0009  ___________________________________________________________________
 OW0009  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 OW0009  DYNAMIC HT  -        1309.935 (meters)    4297.68  (feet)  COMP
 OW0009  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 OW0009
 OW0009  VERT ORDER  -  FIRST     CLASS II
 OW0009
 OW0009.The horizontal coordinates were scaled from a topographic map and have
 OW0009.an estimated accuracy of +/- 6 seconds.
 OW0009
 OW0009.The orthometric height was determined by differential leveling
 OW0009.and adjusted by the National Geodetic Survey in June 1991..
 OW0009
 OW0009.The geoid height was determined by GEOID03.
 OW0009
 OW0009.The dynamic height is computed by dividing the NAVD 88
 OW0009.geopotential number by the normal gravity value computed on the
 OW0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0009.degrees latitude (g = 980.6199 gals.).
 OW0009
 OW0009.The modeled gravity was interpolated from observed gravity values.
 OW0009
 OW0009;                    North         East    Units  Estimated Accuracy
 OW0009;SPC WYWC     -   360,580.      646,720.      MT  (+/- 180 meters Scaled)
 OW0009
 OW0009                          SUPERSEDED SURVEY CONTROL
 OW0009
 OW0009  NGVD 29 (06/08/92) 1309.777  (m)         4297.16   (f) ADJUSTED    1 2
 OW0009
 OW0009.Superseded values are not recommended for survey control.
 OW0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0009.See file dsdata.txt to determine how the superseded data were derived.
 OW0009
 OW0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP278474(NAD 83)
 OW0009_MARKER: DB = BENCH MARK DISK
 OW0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0009_SP_SET: CULVERT
 OW0009_STAMPING: 4296.612 G 23 1933
 OW0009_MARK LOGO: CGS   
 OW0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0009
 OW0009  HISTORY     - Date     Condition        Report By
 OW0009  HISTORY     - 1933     MONUMENTED       CGS
 OW0009  HISTORY     - 1972     GOOD             NGS
 OW0009  HISTORY     - 1982     GOOD             NGS
 OW0009
 OW0009                          STATION DESCRIPTION
 OW0009
 OW0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 OW0009'7.5 MI N FROM THERMOPOLIS.
 OW0009'7.1 MILES NORTH ALONG US HIGHWAY 20 FROM THE JUNCTION OF US HIGHWAY 20
 OW0009'AND STATE HIGHWAYS 120 AND 789 IN THERMOPOLIS TO THE JUNCTION OF STATE
 OW0009'HIGHWAY 172.  THENCE 0.7 MILE NORTH ON US HIGHWAY 20 TO A SIDE ROAD
 OW0009'LEFT.  THENCE 0.3 MILE EAST TO THE BURLINGTON-NORTHERN RAILROAD TRACK.
 OW0009'THENCE ABOUT 300 FEET SOUTH TO MILEAGE 343.74 AND THE MARK CEMENTED
 OW0009'IN A DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT, 6.6 FEET
 OW0009'WEST OF THE WEST RAIL OF THE RAILROAD TRACK AND 1.5 FEET SOUTH OF THE
 OW0009'NORTH END OF THE HEADWALL OF THE CULVERT.
 OW0009
 OW0009                          STATION RECOVERY (1982)
 OW0009
 OW0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0009'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  13.0 KM (8.05
 OW0009'MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH STATE
 OW0009'HIGHWAY 120 IN THERMOPOLIS, THENCE 0.5 KM (0.3 MI) EAST ALONG A TRACK
 OW0009'ROAD, THENCE 0.1 KM (0.05 MI) SOUTH ALONG THE BURLINGTON NORTHERN
 OW0009'RAILROAD, IN THE NORTH END OF THE WEST CONCRETE HEADWALL OF CULVERT
 OW0009'NUMBER 343.74 AND 7.3 METERS (24.0 FT) WEST OF THE NEAR RAIL.
 OW0009'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0038 ***********************************************************************
 PX0038  DESIGNATION -  G 24
 PX0038  PID         -  PX0038
 PX0038  STATE/COUNTY-  WY/BIG HORN
 PX0038  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0038
 PX0038                         *CURRENT SURVEY CONTROL
 PX0038  ___________________________________________________________________
 PX0038* NAD 83(1986)-  44 18 45.     (N)    108 00 40.     (W)     SCALED    
 PX0038* NAVD 88     -      1182.964  (meters)    3881.11   (feet)  ADJUSTED  
 PX0038  ___________________________________________________________________
 PX0038  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 PX0038  DYNAMIC HT  -        1182.447 (meters)    3879.41  (feet)  COMP
 PX0038  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 PX0038
 PX0038  VERT ORDER  -  FIRST     CLASS II
 PX0038
 PX0038.The horizontal coordinates were scaled from a topographic map and have
 PX0038.an estimated accuracy of +/- 6 seconds.
 PX0038
 PX0038.The orthometric height was determined by differential leveling
 PX0038.and adjusted by the National Geodetic Survey in June 1991..
 PX0038
 PX0038.The geoid height was determined by GEOID03.
 PX0038
 PX0038.The dynamic height is computed by dividing the NAVD 88
 PX0038.geopotential number by the normal gravity value computed on the
 PX0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0038.degrees latitude (g = 980.6199 gals.).
 PX0038
 PX0038.The modeled gravity was interpolated from observed gravity values.
 PX0038
 PX0038;                    North         East    Units  Estimated Accuracy
 PX0038;SPC WYEC     -   523,690.      345,930.      MT  (+/- 180 meters Scaled)
 PX0038
 PX0038                          SUPERSEDED SURVEY CONTROL
 PX0038
 PX0038  NGVD 29 (??/??/92) 1182.174  (m)         3878.52   (f) ADJ UNCH    1 2
 PX0038
 PX0038.Superseded values are not recommended for survey control.
 PX0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0038.See file dsdata.txt to determine how the superseded data were derived.
 PX0038
 PX0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ383109(NAD 83)
 PX0038_MARKER: DB = BENCH MARK DISK
 PX0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0038_SP_SET: ABUTMENT
 PX0038_STAMPING: 3878.030 G 24 1933
 PX0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0038
 PX0038  HISTORY     - Date     Condition        Report By
 PX0038  HISTORY     - 1933     MONUMENTED       CGS
 PX0038  HISTORY     - 1934     GOOD             NGS
 PX0038
 PX0038                          STATION DESCRIPTION
 PX0038
 PX0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0038'4.0 MI NW FROM MANDERSON.
 PX0038'4.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PX0038'FROM MANDERSON, BIG HORN COUNTY, AT BRIDGE NO. 391.30, AND IN THE TOP
 PX0038'OF THE EAST SIDE OF THE SOUTH CONCRETE ABUTMENT.  A STANDARD DISK,
 PX0038'STAMPED 3878.030 G 24 1933.
 PX0038
 PX0038                          STATION RECOVERY (1934)
 PX0038
 PX0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0130 ***********************************************************************
 OV0130  DESIGNATION -  G 26
 OV0130  PID         -  OV0130
 OV0130  STATE/COUNTY-  WY/NATRONA
 OV0130  USGS QUAD   -  HELLS HALF ACRE (1968)
 OV0130
 OV0130                         *CURRENT SURVEY CONTROL
 OV0130  ___________________________________________________________________
 OV0130* NAD 83(1986)-  43 07 17.     (N)    107 07 30.     (W)     SCALED    
 OV0130* NAVD 88     -      1788.597  (meters)    5868.09   (feet)  POSTED    
 OV0130  ___________________________________________________________________
 OV0130  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 OV0130  DYNAMIC HT  -        1787.380 (meters)    5864.10  (feet)  COMP
 OV0130  MODELED GRAV-     979,876.2   (mgal)                       NAVD 88
 OV0130
 OV0130  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0130
 OV0130.The horizontal coordinates were scaled from a topographic map and have
 OV0130.an estimated accuracy of +/- 6 seconds.
 OV0130
 OV0130.The orthometric height was determined by differential leveling
 OV0130.and adjusted by the National Geodetic Survey in 1992..
 OV0130.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0130.rate of 1.1 thru 2.0 mm/km.
 OV0130
 OV0130.The geoid height was determined by GEOID03.
 OV0130
 OV0130.The dynamic height is computed by dividing the NAVD 88
 OV0130.geopotential number by the normal gravity value computed on the
 OV0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0130.degrees latitude (g = 980.6199 gals.).
 OV0130
 OV0130.The modeled gravity was interpolated from observed gravity values.
 OV0130
 OV0130;                    North         East    Units  Estimated Accuracy
 OV0130;SPC WYEC     -   391,160.      416,950.      MT  (+/- 180 meters Scaled)
 OV0130
 OV0130                          SUPERSEDED SURVEY CONTROL
 OV0130
 OV0130  NGVD 29 (??/??/92) 1787.442  (m)         5864.30   (f) ADJ UNCH    1 2
 OV0130
 OV0130.Superseded values are not recommended for survey control.
 OV0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0130.See file dsdata.txt to determine how the superseded data were derived.
 OV0130
 OV0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH271764(NAD 83)
 OV0130_MARKER: DB = BENCH MARK DISK
 OV0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0130_STAMPING: G 26 1934
 OV0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0130+STABILITY: SURFACE MOTION
 OV0130
 OV0130  HISTORY     - Date     Condition        Report By
 OV0130  HISTORY     - 1934     MONUMENTED       CGS
 OV0130
 OV0130                          STATION DESCRIPTION
 OV0130
 OV0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0130'8.2 MI SE FROM ARMINTO.
 OV0130'8.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0130'FROM THE STATION AT ARMINTO, NATRONA COUNTY, ABOUT 1,095 FEET WEST OF
 OV0130'MILEPOST 252, ABOUT 245 FEET EAST OF A SECTION CAR HOUSE, ABOUT 156
 OV0130'FEET NORTHWEST OF A COUNTRY ROAD CROSSING, 42.9 FEET NORTH OF THE
 OV0130'NORTH RAIL, 2.0 FEET EAST OF A FENCE CORNER, AND ABOUT 1.0 FOOT HIGHER
 OV0130'THAN THE TRACK.  A STANDARD DISK, STAMPED G 26 1934 AND SET IN THE TOP
 OV0130'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0139 ***********************************************************************
 PX0139  DESIGNATION -  G 26
 PX0139  PID         -  PX0139
 PX0139  STATE/COUNTY-  WY/PARK
 PX0139  USGS QUAD   -  VOCATION (1978)
 PX0139
 PX0139                         *CURRENT SURVEY CONTROL
 PX0139  ___________________________________________________________________
 PX0139* NAD 83(1986)-  44 39 08.     (N)    108 57 04.     (W)     SCALED    
 PX0139* NAVD 88     -      1427.292  (meters)    4682.71   (feet)  ADJUSTED  
 PX0139  ___________________________________________________________________
 PX0139  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 PX0139  DYNAMIC HT  -        1426.589 (meters)    4680.40  (feet)  COMP
 PX0139  MODELED GRAV-     980,076.3   (mgal)                       NAVD 88
 PX0139
 PX0139  VERT ORDER  -  SECOND    CLASS 0
 PX0139
 PX0139.The horizontal coordinates were scaled from a topographic map and have
 PX0139.an estimated accuracy of +/- 6 seconds.
 PX0139
 PX0139.The orthometric height was determined by differential leveling
 PX0139.and adjusted by the National Geodetic Survey in June 1991..
 PX0139
 PX0139.The geoid height was determined by GEOID03.
 PX0139
 PX0139.The dynamic height is computed by dividing the NAVD 88
 PX0139.geopotential number by the normal gravity value computed on the
 PX0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0139.degrees latitude (g = 980.6199 gals.).
 PX0139
 PX0139.The modeled gravity was interpolated from observed gravity values.
 PX0139
 PX0139;                    North         East    Units  Estimated Accuracy
 PX0139;SPC WYWC     -   461,240.      584,050.      MT  (+/- 180 meters Scaled)
 PX0139
 PX0139                          SUPERSEDED SURVEY CONTROL
 PX0139
 PX0139  NGVD 29 (??/??/92) 1426.226  (m)         4679.21   (f) ADJ UNCH    2 0
 PX0139
 PX0139.Superseded values are not recommended for survey control.
 PX0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0139.See file dsdata.txt to determine how the superseded data were derived.
 PX0139
 PX0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ624463(NAD 83)
 PX0139_MARKER: DB = BENCH MARK DISK
 PX0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0139_STAMPING: 4678.813 G 26 1933
 PX0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0139+STABILITY: SURFACE MOTION
 PX0139
 PX0139  HISTORY     - Date     Condition        Report By
 PX0139  HISTORY     - 1933     MONUMENTED       CGS
 PX0139  HISTORY     - 1966     MARK NOT FOUND   USGS
 PX0139
 PX0139                          STATION DESCRIPTION
 PX0139
 PX0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0139'6.2 MI SW FROM RALSTON.
 PX0139'ABOUT 6.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0139'RAILROAD FROM RALSTON, PARK COUNTY, AT MILEAGE 32.0, ABOUT 0.3 MILE
 PX0139'SOUTH OF A BRIDGE, AND 85 FEET EAST OF THE CENTER LINE OF THE TRACK. A
 PX0139'STANDARD DISK, STAMPED 4678.813 G 26 1933 AND SET IN THE TOP OF A
 PX0139'CONCRETE POST.
 PX0139
 PX0139                          STATION RECOVERY (1966)
 PX0139
 PX0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0157 ***********************************************************************
 OV0157  DESIGNATION -  G 27
 OV0157  PID         -  OV0157
 OV0157  STATE/COUNTY-  WY/FREMONT
 OV0157  USGS QUAD   -  PICARD RANCH (1952)
 OV0157
 OV0157                         *CURRENT SURVEY CONTROL
 OV0157  ___________________________________________________________________
 OV0157* NAD 83(1986)-  43 15 46.     (N)    107 55 47.     (W)     SCALED    
 OV0157* NAVD 88     -      1524.625  (meters)    5002.04   (feet)  ADJUSTED  
 OV0157  ___________________________________________________________________
 OV0157  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OV0157  DYNAMIC HT  -        1523.642 (meters)    4998.82  (feet)  COMP
 OV0157  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 OV0157
 OV0157  VERT ORDER  -  FIRST     CLASS II
 OV0157
 OV0157.The horizontal coordinates were scaled from a topographic map and have
 OV0157.an estimated accuracy of +/- 6 seconds.
 OV0157
 OV0157.The orthometric height was determined by differential leveling
 OV0157.and adjusted by the National Geodetic Survey in June 1991..
 OV0157
 OV0157.The geoid height was determined by GEOID03.
 OV0157
 OV0157.The dynamic height is computed by dividing the NAVD 88
 OV0157.geopotential number by the normal gravity value computed on the
 OV0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0157.degrees latitude (g = 980.6199 gals.).
 OV0157
 OV0157.The modeled gravity was interpolated from observed gravity values.
 OV0157
 OV0157;                    North         East    Units  Estimated Accuracy
 OV0157;SPC WYWC     -   307,170.      666,600.      MT  (+/- 180 meters Scaled)
 OV0157
 OV0157                          SUPERSEDED SURVEY CONTROL
 OV0157
 OV0157  NGVD 29 (??/??/92) 1523.645  (m)         4998.83   (f) ADJ UNCH    1 2
 OV0157
 OV0157.Superseded values are not recommended for survey control.
 OV0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0157.See file dsdata.txt to determine how the superseded data were derived.
 OV0157
 OV0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH622941(NAD 83)
 OV0157_MARKER: DB = BENCH MARK DISK
 OV0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0157_STAMPING: G 27 1934
 OV0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0157+STABILITY: SURFACE MOTION
 OV0157
 OV0157  HISTORY     - Date     Condition        Report By
 OV0157  HISTORY     - 1934     MONUMENTED       CGS
 OV0157
 OV0157                          STATION DESCRIPTION
 OV0157
 OV0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0157'7.9 MI E FROM BONNEVILLE.
 OV0157'ABOUT 7.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0157'FROM THE STATION AT BONNEVILLE, FREMONT COUNTY, ABOUT 0.5 MILE WEST OF
 OV0157'MILEPOST 296, AT A CUT AT THE SEPARATION OF THE OLD AND THE NEW GRADES
 OV0157'OF THE RAILROAD, ON THE CENTER LINE OF THE OLD GRADE, 33.2 FEET NORTH
 OV0157'OF THE NORTH RAIL, AND 23.2 FEET SOUTH OF THE NORTH WALL OF THE CUT. A
 OV0157'STANDARD DISK, STAMPED G 27 1934 AND SET IN THE TOP OF A CONCRETE
 OV0157'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0208 ***********************************************************************
 NR0208  DESIGNATION -  G 28
 NR0208  PID         -  NR0208
 NR0208  STATE/COUNTY-  WY/FREMONT
 NR0208  USGS QUAD   -  GRAHAM RANCH (1984)
 NR0208
 NR0208                         *CURRENT SURVEY CONTROL
 NR0208  ___________________________________________________________________
 NR0208* NAD 83(1986)-  42 33 17.     (N)    107 58 41.     (W)     SCALED    
 NR0208* NAVD 88     -      1959.106  (meters)    6427.50   (feet)  ADJUSTED  
 NR0208  ___________________________________________________________________
 NR0208  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 NR0208  DYNAMIC HT  -        1957.693 (meters)    6422.86  (feet)  COMP
 NR0208  MODELED GRAV-     979,829.8   (mgal)                       NAVD 88
 NR0208
 NR0208  VERT ORDER  -  SECOND    CLASS 0
 NR0208
 NR0208.The horizontal coordinates were scaled from a topographic map and have
 NR0208.an estimated accuracy of +/- 6 seconds.
 NR0208
 NR0208.The orthometric height was determined by differential leveling
 NR0208.and adjusted by the National Geodetic Survey in June 1991..
 NR0208
 NR0208.The geoid height was determined by GEOID03.
 NR0208
 NR0208.The dynamic height is computed by dividing the NAVD 88
 NR0208.geopotential number by the normal gravity value computed on the
 NR0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0208.degrees latitude (g = 980.6199 gals.).
 NR0208
 NR0208.The modeled gravity was interpolated from observed gravity values.
 NR0208
 NR0208;                    North         East    Units  Estimated Accuracy
 NR0208;SPC WYWC     -   228,480.      663,390.      MT  (+/- 180 meters Scaled)
 NR0208
 NR0208                          SUPERSEDED SURVEY CONTROL
 NR0208
 NR0208  NGVD 29 (??/??/92) 1958.050  (m)         6424.04   (f) ADJ UNCH    2 0
 NR0208
 NR0208.Superseded values are not recommended for survey control.
 NR0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0208.See file dsdata.txt to determine how the superseded data were derived.
 NR0208
 NR0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH555156(NAD 83)
 NR0208_MARKER: DB = BENCH MARK DISK
 NR0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0208_STAMPING: G 28 1934
 NR0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0208+STABILITY: SURFACE MOTION
 NR0208
 NR0208  HISTORY     - Date     Condition        Report By
 NR0208  HISTORY     - 1934     MONUMENTED       CGS
 NR0208
 NR0208                          STATION DESCRIPTION
 NR0208
 NR0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0208'11.3 MI E FROM HUDSON.
 NR0208'ABOUT 11.3 MILES EAST ALONG U.S. HIGHWAY 287 FROM HUDSON, FREMONT
 NR0208'COUNTY, ABOUT 450 FEET EAST OF A TIMBER BRIDGE, AT THE SUMMIT OF A
 NR0208'SMALL RISE, AND 56 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A
 NR0208'STANDARD DISK, STAMPED G 28 1934 AND SET IN THE TOP OF A CONCRETE
 NR0208'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0072 ***********************************************************************
 NS0072  DESIGNATION -  G 29
 NS0072  PID         -  NS0072
 NS0072  STATE/COUNTY-  WY/FREMONT
 NS0072  USGS QUAD   -  WEISER PASS (1978)
 NS0072
 NS0072                         *CURRENT SURVEY CONTROL
 NS0072  ___________________________________________________________________
 NS0072* NAD 83(1986)-  42 42 03.     (N)    108 30 31.     (W)     SCALED    
 NS0072* NAVD 88     -      1747.068  (meters)    5731.84   (feet)  ADJUSTED  
 NS0072  ___________________________________________________________________
 NS0072  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 NS0072  DYNAMIC HT  -        1745.872 (meters)    5727.92  (feet)  COMP
 NS0072  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 NS0072
 NS0072  VERT ORDER  -  SECOND    CLASS 0
 NS0072
 NS0072.The horizontal coordinates were scaled from a topographic map and have
 NS0072.an estimated accuracy of +/- 6 seconds.
 NS0072
 NS0072.The orthometric height was determined by differential leveling
 NS0072.and adjusted by the National Geodetic Survey in June 1991..
 NS0072
 NS0072.The geoid height was determined by GEOID03.
 NS0072
 NS0072.The dynamic height is computed by dividing the NAVD 88
 NS0072.geopotential number by the normal gravity value computed on the
 NS0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0072.degrees latitude (g = 980.6199 gals.).
 NS0072
 NS0072.The modeled gravity was interpolated from observed gravity values.
 NS0072
 NS0072;                    North         East    Units  Estimated Accuracy
 NS0072;SPC WYWC     -   244,450.      619,780.      MT  (+/- 180 meters Scaled)
 NS0072
 NS0072                          SUPERSEDED SURVEY CONTROL
 NS0072
 NS0072  NGVD 29 (??/??/92) 1746.030  (m)         5728.43   (f) ADJ UNCH    2 0
 NS0072
 NS0072.Superseded values are not recommended for survey control.
 NS0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0072.See file dsdata.txt to determine how the superseded data were derived.
 NS0072
 NS0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN040306(NAD 83)
 NS0072_MARKER: DB = BENCH MARK DISK
 NS0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0072_STAMPING: G 29 1934
 NS0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0072+STABILITY: SURFACE MOTION
 NS0072
 NS0072  HISTORY     - Date     Condition        Report By
 NS0072  HISTORY     - 1934     MONUMENTED       CGS
 NS0072  HISTORY     - 1973     GOOD             NGS
 NS0072
 NS0072                          STATION DESCRIPTION
 NS0072
 NS0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0072'16.3 MI SE FROM LANDER.
 NS0072'ABOUT 16.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 NS0072'AT LANDER, FREMONT COUNTY, ABOUT 2.6 MILES SOUTHEAST OF THE DERBY DOME
 NS0072'OIL FIELD, AT THE ENTRANCE TO A SHEARING CAMP, 50 FEET NORTH OF THE
 NS0072'CENTER LINE OF THE HIGHWAY, 16.8 FEET WEST OF THE WEST POST OF A GATE,
 NS0072'2 FEET NORTH OF A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY. A STANDARD
 NS0072'DISK, STAMPED G 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NS0072
 NS0072                          STATION RECOVERY (1973)
 NS0072
 NS0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NS0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0084 ***********************************************************************
 MQ0084  DESIGNATION -  G 3
 MQ0084  PID         -  MQ0084
 MQ0084  STATE/COUNTY-  WY/SWEETWATER
 MQ0084  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0084
 MQ0084                         *CURRENT SURVEY CONTROL
 MQ0084  ___________________________________________________________________
 MQ0084* NAD 83(1986)-  41 31 37.     (N)    108 40 01.     (W)     SCALED    
 MQ0084* NAVD 88     -      2023.999  (meters)    6640.40   (feet)  ADJUSTED  
 MQ0084  ___________________________________________________________________
 MQ0084  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MQ0084  DYNAMIC HT  -        2022.243 (meters)    6634.64  (feet)  COMP
 MQ0084  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 MQ0084
 MQ0084  VERT ORDER  -  FIRST     CLASS II
 MQ0084
 MQ0084.The horizontal coordinates were scaled from a topographic map and have
 MQ0084.an estimated accuracy of +/- 6 seconds.
 MQ0084
 MQ0084.The orthometric height was determined by differential leveling
 MQ0084.and adjusted by the National Geodetic Survey in June 1991..
 MQ0084
 MQ0084.The geoid height was determined by GEOID03.
 MQ0084
 MQ0084.The dynamic height is computed by dividing the NAVD 88
 MQ0084.geopotential number by the normal gravity value computed on the
 MQ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0084.degrees latitude (g = 980.6199 gals.).
 MQ0084
 MQ0084.The modeled gravity was interpolated from observed gravity values.
 MQ0084
 MQ0084;                    North         East    Units  Estimated Accuracy
 MQ0084;SPC WYWC     -   114,040.      606,930.      MT  (+/- 180 meters Scaled)
 MQ0084
 MQ0084                          SUPERSEDED SURVEY CONTROL
 MQ0084
 MQ0084  NGVD 29 (??/??/92) 2022.652  (m)         6635.98   (f) ADJ UNCH    1 2
 MQ0084
 MQ0084.Superseded values are not recommended for survey control.
 MQ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0084.See file dsdata.txt to determine how the superseded data were derived.
 MQ0084
 MQ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL946998(NAD 83)
 MQ0084_MARKER: Q = CHISELED SQUARE
 MQ0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0084_SP_SET: ABUTMENT
 MQ0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0084
 MQ0084  HISTORY     - Date     Condition        Report By
 MQ0084  HISTORY     - UNK      MONUMENTED       CGS
 MQ0084  HISTORY     - 1956     GOOD             NGS
 MQ0084  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0084
 MQ0084                          STATION DESCRIPTION
 MQ0084
 MQ0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0084'7.0 MI W FROM BITTER CREEK.
 MQ0084'7.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0084'BITTER CREEK, 8.2 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 1.5
 MQ0084'FEET BELOW THE TOP OF THE RAILS, ON TOP OF THE NORTH END OF THE EAST
 MQ0084'ABUTMENT OF A BRIDGE OVER BITTER CREEK, THE LETTERS B M ARE CHISELED
 MQ0084'IN THE TOP OF THE ABUTMENT, IN THE NORTHEAST 1/4 OF SECTION 22,
 MQ0084'TOWNSHIP 18 NORTH, RANGE 100 WEST.  THIS MARK IS BELIEVED TO BE BENCH
 MQ0084'MARK G 3 BUT IT IS IN THE NORTH END OF THE ABUTMENT INSTEAD OF IN THE
 MQ0084'SOUTH END AND THE LETTERS B M ARE CHISELD IN THE ABUTMENT INSTEAD OF
 MQ0084'USBM.
 MQ0084
 MQ0084                          STATION RECOVERY (1983)
 MQ0084
 MQ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0278 ***********************************************************************
 MP0278  DESIGNATION -  G 30
 MP0278  PID         -  MP0278
 MP0278  STATE/COUNTY-  WY/CARBON
 MP0278  USGS QUAD   -  RENDLE HILL (1983)
 MP0278
 MP0278                         *CURRENT SURVEY CONTROL
 MP0278  ___________________________________________________________________
 MP0278* NAD 83(1986)-  41 55 33.     (N)    107 18 38.     (W)     SCALED    
 MP0278* NAVD 88     -      2187.893  (meters)    7178.11   (feet)  ADJUSTED  
 MP0278  ___________________________________________________________________
 MP0278  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 MP0278  DYNAMIC HT  -        2186.043 (meters)    7172.04  (feet)  COMP
 MP0278  MODELED GRAV-     979,697.6   (mgal)                       NAVD 88
 MP0278
 MP0278  VERT ORDER  -  FIRST     CLASS II
 MP0278
 MP0278.The horizontal coordinates were scaled from a topographic map and have
 MP0278.an estimated accuracy of +/- 6 seconds.
 MP0278
 MP0278.The orthometric height was determined by differential leveling
 MP0278.and adjusted by the National Geodetic Survey in June 1991..
 MP0278
 MP0278.The geoid height was determined by GEOID03.
 MP0278
 MP0278.The dynamic height is computed by dividing the NAVD 88
 MP0278.geopotential number by the normal gravity value computed on the
 MP0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0278.degrees latitude (g = 980.6199 gals.).
 MP0278
 MP0278.The modeled gravity was interpolated from observed gravity values.
 MP0278
 MP0278;                    North         East    Units  Estimated Accuracy
 MP0278;SPC WYEC     -   258,340.      401,890.      MT  (+/- 180 meters Scaled)
 MP0278
 MP0278                          SUPERSEDED SURVEY CONTROL
 MP0278
 MP0278  NGVD 29 (06/08/92) 2186.736  (m)         7174.32   (f) ADJUSTED    1 2
 MP0278
 MP0278.Superseded values are not recommended for survey control.
 MP0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0278.See file dsdata.txt to determine how the superseded data were derived.
 MP0278
 MP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG084441(NAD 83)
 MP0278_MARKER: DB = BENCH MARK DISK
 MP0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0278_SP_SET: CONCRETE POST
 MP0278_STAMPING: G 30 1933
 MP0278_MARK LOGO: CGS   
 MP0278_PROJECTION: PROJECTING 10 CENTIMETERS
 MP0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0278+STABILITY: SURFACE MOTION
 MP0278
 MP0278  HISTORY     - Date     Condition        Report By
 MP0278  HISTORY     - 1933     MONUMENTED       CGS
 MP0278  HISTORY     - 1955     GOOD             USGS
 MP0278  HISTORY     - 1982     GOOD             NGS
 MP0278  HISTORY     - 1987     GOOD             NGS
 MP0278
 MP0278                          STATION DESCRIPTION
 MP0278
 MP0278'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MP0278'11.6 MI N FROM RAWLINS.
 MP0278'11.6 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MP0278'RAWLINS, CARBON COUNTY, 0.3 MILES NORTH OF A CURVE TO THE LEFT, 51
 MP0278'FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, AND 195 FEET EAST OF
 MP0278'THE CENTER LINE OF THE NEW HIGHWAY AND SET IN THE TOP OF A CONCRETE
 MP0278'POST PROJECTING 6 INCHES ABOVE GROUND.
 MP0278
 MP0278                          STATION RECOVERY (1982)
 MP0278
 MP0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MP0278'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.6 KM
 MP0278'(10.95 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 MP0278'U.S. HIGHWAY 30 IN RAWLINS, 57.6 METERS (189.0 FT) NORTHEAST OF THE
 MP0278'CENTERLINE OF THE HIGHWAY, 28.4 METERS (93.2 FT) NORTHEAST OF A FENCE
 MP0278'AND 14.7 METERS (48.2 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD.
 MP0278'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MP0278'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MP0278
 MP0278                          STATION RECOVERY (1987)
 MP0278
 MP0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MP0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0186 ***********************************************************************
 NR0186  DESIGNATION -  G 31
 NR0186  PID         -  NR0186
 NR0186  STATE/COUNTY-  WY/CARBON
 NR0186  USGS QUAD   -  INDEPENDENCE ROCK (1981)
 NR0186
 NR0186                         *CURRENT SURVEY CONTROL
 NR0186  ___________________________________________________________________
 NR0186* NAD 83(1986)-  42 26 34.     (N)    107 12 42.     (W)     SCALED    
 NR0186* NAVD 88     -      1820.155  (meters)    5971.63   (feet)  ADJUSTED  
 NR0186  ___________________________________________________________________
 NR0186  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 NR0186  DYNAMIC HT  -        1818.914 (meters)    5967.55  (feet)  COMP
 NR0186  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 NR0186
 NR0186  VERT ORDER  -  FIRST     CLASS II
 NR0186
 NR0186.The horizontal coordinates were scaled from a topographic map and have
 NR0186.an estimated accuracy of +/- 6 seconds.
 NR0186
 NR0186.The orthometric height was determined by differential leveling
 NR0186.and adjusted by the National Geodetic Survey in June 1991..
 NR0186
 NR0186.The geoid height was determined by GEOID03.
 NR0186
 NR0186.The dynamic height is computed by dividing the NAVD 88
 NR0186.geopotential number by the normal gravity value computed on the
 NR0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0186.degrees latitude (g = 980.6199 gals.).
 NR0186
 NR0186.The modeled gravity was interpolated from observed gravity values.
 NR0186
 NR0186;                    North         East    Units  Estimated Accuracy
 NR0186;SPC WYEC     -   315,770.      410,010.      MT  (+/- 180 meters Scaled)
 NR0186
 NR0186                          SUPERSEDED SURVEY CONTROL
 NR0186
 NR0186  NGVD 29 (??/??/92) 1819.224  (m)         5968.57   (f) ADJ UNCH    1 2
 NR0186
 NR0186.Superseded values are not recommended for survey control.
 NR0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0186.See file dsdata.txt to determine how the superseded data were derived.
 NR0186
 NR0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH181013(NAD 83)
 NR0186_MARKER: DB = BENCH MARK DISK
 NR0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0186_STAMPING: G 31 1933
 NR0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0186+STABILITY: SURFACE MOTION
 NR0186
 NR0186  HISTORY     - Date     Condition        Report By
 NR0186  HISTORY     - 1933     MONUMENTED       CGS
 NR0186  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0186
 NR0186                          STATION DESCRIPTION
 NR0186
 NR0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0186'13.6 MI NE FROM THREE FORKS.
 NR0186'13.6 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM THREE FORKS, CARBON
 NR0186'COUNTY, 0.2 MILE SOUTH OF A ROCK CUT, 282 FEET NORTH OF THE SOUTHEAST
 NR0186'CORNER OF A BRIDGE OVER RUSH CREEK, 50 FEET EAST OF THE CENTER LINE OF
 NR0186'THE HIGHWAY, AND 3 FEET WEST OF A WIRE FENCE.  A STANDARD DISK,
 NR0186'STAMPED G 31 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NR0186'INCHES ABOVE GROUND.
 NR0186
 NR0186                          STATION RECOVERY (1982)
 NR0186
 NR0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0134 ***********************************************************************
 MO0134  DESIGNATION -  G 311
 MO0134  PID         -  MO0134
 MO0134  STATE/COUNTY-  WY/LARAMIE
 MO0134  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0134
 MO0134                         *CURRENT SURVEY CONTROL
 MO0134  ___________________________________________________________________
 MO0134* NAD 83(1986)-  41 07 26.     (N)    104 50 11.     (W)     SCALED    
 MO0134* NAVD 88     -      1857.357  (meters)    6093.68   (feet)  ADJUSTED  
 MO0134  ___________________________________________________________________
 MO0134  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 MO0134  DYNAMIC HT  -        1855.736 (meters)    6088.36  (feet)  COMP
 MO0134  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 MO0134
 MO0134  VERT ORDER  -  FIRST     CLASS II
 MO0134
 MO0134.The horizontal coordinates were scaled from a topographic map and have
 MO0134.an estimated accuracy of +/- 6 seconds.
 MO0134
 MO0134.The orthometric height was determined by differential leveling
 MO0134.and adjusted by the National Geodetic Survey in June 1991..
 MO0134
 MO0134.The geoid height was determined by GEOID03.
 MO0134
 MO0134.The dynamic height is computed by dividing the NAVD 88
 MO0134.geopotential number by the normal gravity value computed on the
 MO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0134.degrees latitude (g = 980.6199 gals.).
 MO0134
 MO0134.The modeled gravity was interpolated from observed gravity values.
 MO0134
 MO0134;                    North         East    Units  Estimated Accuracy
 MO0134;SPC WY E     -    69,330.      227,730.      MT  (+/- 180 meters Scaled)
 MO0134
 MO0134                          SUPERSEDED SURVEY CONTROL
 MO0134
 MO0134  NGVD 29 (??/??/92) 1856.336  (m)         6090.33   (f) ADJ UNCH    1 2
 MO0134
 MO0134.Superseded values are not recommended for survey control.
 MO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0134.See file dsdata.txt to determine how the superseded data were derived.
 MO0134
 MO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF137525(NAD 83)
 MO0134_MARKER: DB = BENCH MARK DISK
 MO0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0134_SP_SET: STEP
 MO0134_STAMPING: G 311 1939
 MO0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0134
 MO0134  HISTORY     - Date     Condition        Report By
 MO0134  HISTORY     - 1939     MONUMENTED       CGS
 MO0134  HISTORY     - 1956     GOOD             NGS
 MO0134  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0134
 MO0134                          STATION DESCRIPTION
 MO0134
 MO0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0134'1.5 MI W FROM CHEYENNE.
 MO0134'1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0134'AT CHEYENNE, 24 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 MO0134'AT SWITCH TOWER A, 15 FEET WEST OF THE SOUTHEAST CORNER OF THE
 MO0134'BUILDING, 10 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 MO0134'2 FEET ABOVE THE TOP OF THE RAILS, AT THE SOUTH ENTRANCE OF THE
 MO0134'BUILDING, SET IN THE TOP OF THE WEST END OF THE 2ND STEP ABOVE
 MO0134'THE GROUND, IN SECTION 1, TOWNSHIP 13 NORTH, RANGE 67 WEST.
 MO0134
 MO0134                          STATION RECOVERY (1983)
 MO0134
 MO0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0134'THERE IS NO LONGER A BUILDING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0196 ***********************************************************************
 OX0196  DESIGNATION -  G 312
 OX0196  PID         -  OX0196
 OX0196  STATE/COUNTY-  WY/TETON
 OX0196  USGS QUAD   -  SHADOW MOUNTAIN (1996)
 OX0196
 OX0196                         *CURRENT SURVEY CONTROL
 OX0196  ___________________________________________________________________
 OX0196* NAD 83(1986)-  43 38 00.     (N)    110 33 25.     (W)     SCALED    
 OX0196* NAVD 88     -      2133.036  (meters)    6998.14   (feet)  ADJUSTED  
 OX0196  ___________________________________________________________________
 OX0196  GEOID HEIGHT-          -8.92  (meters)                     GEOID03
 OX0196  DYNAMIC HT  -        2131.575 (meters)    6993.34  (feet)  COMP
 OX0196  MODELED GRAV-     979,857.8   (mgal)                       NAVD 88
 OX0196
 OX0196  VERT ORDER  -  SECOND    CLASS 0
 OX0196
 OX0196.The horizontal coordinates were scaled from a topographic map and have
 OX0196.an estimated accuracy of +/- 6 seconds.
 OX0196
 OX0196.The orthometric height was determined by differential leveling
 OX0196.and adjusted by the National Geodetic Survey in June 1991..
 OX0196
 OX0196.The geoid height was determined by GEOID03.
 OX0196
 OX0196.The dynamic height is computed by dividing the NAVD 88
 OX0196.geopotential number by the normal gravity value computed on the
 OX0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0196.degrees latitude (g = 980.6199 gals.).
 OX0196
 OX0196.The modeled gravity was interpolated from observed gravity values.
 OX0196
 OX0196;                    North         East    Units  Estimated Accuracy
 OX0196;SPC WY W     -   448,120.      761,780.      MT  (+/- 180 meters Scaled)
 OX0196
 OX0196                          SUPERSEDED SURVEY CONTROL
 OX0196
 OX0196  NGVD 29 (??/??/92) 2131.691  (m)         6993.72   (f) ADJ UNCH    2 0
 OX0196
 OX0196.Superseded values are not recommended for survey control.
 OX0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0196.See file dsdata.txt to determine how the superseded data were derived.
 OX0196
 OX0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP357312(NAD 83)
 OX0196_MARKER: DB = BENCH MARK DISK
 OX0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0196_STAMPING: G 312 1946
 OX0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0196+STABILITY: SURFACE MOTION
 OX0196
 OX0196  HISTORY     - Date     Condition        Report By
 OX0196  HISTORY     - 1946     MONUMENTED       CGS
 OX0196  HISTORY     - 1968     MARK NOT FOUND   NGS
 OX0196
 OX0196                          STATION DESCRIPTION
 OX0196
 OX0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0196'5.3 MI E FROM KELLY.
 OX0196'ALONG GROS VENTRE RIVER ROAD, ABOUT 5.3 MILES EAST OF KELLY POST
 OX0196'OFFICE (BY ROAD), AT POINT WHERE ROAD MAKES HAIRPIN CURVE IN DEEP
 OX0196'RAVINE, SET IN CONCRETE POST ON WEST SIDE OF BOTTOM OF RAVINE, 30 FEET
 OX0196'NORTHWEST OF CENTER LINE OF ROAD ABOUT MIDWAY OF CURVE, 21 FEET WEST
 OX0196'OF NORTH END OF IRON PIPE CULVERT UNDER ROAD, ABOUT LEVEL WITH ROAD.
 OX0196'STANDARD DISK, SET IN CONCRETE POST.
 OX0196
 OX0196                          STATION RECOVERY (1968)
 OX0196
 OX0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OX0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0144 ***********************************************************************
 OX0144  DESIGNATION -  G 313
 OX0144  PID         -  OX0144
 OX0144  STATE/COUNTY-  WY/LINCOLN
 OX0144  USGS QUAD   -  FERRY PEAK (1996)
 OX0144
 OX0144                         *CURRENT SURVEY CONTROL
 OX0144  ___________________________________________________________________
 OX0144* NAD 83(1986)-  43 08 35.     (N)    110 55 50.     (W)     SCALED    
 OX0144* NAVD 88     -      1781.666  (meters)    5845.35   (feet)  ADJUSTED  
 OX0144  ___________________________________________________________________
 OX0144  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OX0144  DYNAMIC HT  -        1780.453 (meters)    5841.37  (feet)  COMP
 OX0144  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 OX0144
 OX0144  VERT ORDER  -  SECOND    CLASS 0
 OX0144
 OX0144.The horizontal coordinates were scaled from a topographic map and have
 OX0144.an estimated accuracy of +/- 6 seconds.
 OX0144
 OX0144.The orthometric height was determined by differential leveling
 OX0144.and adjusted by the National Geodetic Survey in June 1991..
 OX0144
 OX0144.The geoid height was determined by GEOID03.
 OX0144
 OX0144.The dynamic height is computed by dividing the NAVD 88
 OX0144.geopotential number by the normal gravity value computed on the
 OX0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0144.degrees latitude (g = 980.6199 gals.).
 OX0144
 OX0144.The modeled gravity was interpolated from observed gravity values.
 OX0144
 OX0144;                    North         East    Units  Estimated Accuracy
 OX0144;SPC WY W     -   393,890.      731,080.      MT  (+/- 180 meters Scaled)
 OX0144
 OX0144                          SUPERSEDED SURVEY CONTROL
 OX0144
 OX0144  NGVD 29 (??/??/92) 1780.396  (m)         5841.18   (f) ADJ UNCH    2 0
 OX0144
 OX0144.Superseded values are not recommended for survey control.
 OX0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0144.See file dsdata.txt to determine how the superseded data were derived.
 OX0144
 OX0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN056767(NAD 83)
 OX0144_MARKER: DB = BENCH MARK DISK
 OX0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0144_STAMPING: G 313 1946
 OX0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0144+STABILITY: SURFACE MOTION
 OX0144
 OX0144  HISTORY     - Date     Condition        Report By
 OX0144  HISTORY     - 1946     MONUMENTED       CGS
 OX0144
 OX0144                          STATION DESCRIPTION
 OX0144
 OX0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0144'9.2 MI S FROM ALPINE.
 OX0144'2.9 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0144'THENCE 6.3 MILES ALONG THE GREYS RIVER ROAD, AT THE NORTHEAST END OF
 OX0144'SQUAW FLAT, 60 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET WEST
 OX0144'OF A SMALL LONE SPRUCE TREE WHICH HAS A TRIANGULAR BLAZE FACING THE
 OX0144'ROAD, 3 FEET WEST OF A WITNESS POST, 2 FEET BELOW THE ROAD LEVEL, AND
 OX0144'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0083 ***********************************************************************
 NT0083  DESIGNATION -  G 314
 NT0083  PID         -  NT0083
 NT0083  STATE/COUNTY-  WY/LINCOLN
 NT0083  USGS QUAD   -  BLIND BULL CREEK (1980)
 NT0083
 NT0083                         *CURRENT SURVEY CONTROL
 NT0083  ___________________________________________________________________
 NT0083* NAD 83(1986)-  42 53 53.     (N)    110 42 27.     (W)     SCALED    
 NT0083* NAVD 88     -      2048.344  (meters)    6720.28   (feet)  ADJUSTED  
 NT0083  ___________________________________________________________________
 NT0083  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 NT0083  DYNAMIC HT  -        2046.815 (meters)    6715.26  (feet)  COMP
 NT0083  MODELED GRAV-     979,801.2   (mgal)                       NAVD 88
 NT0083
 NT0083  VERT ORDER  -  SECOND    CLASS 0
 NT0083
 NT0083.The horizontal coordinates were scaled from a topographic map and have
 NT0083.an estimated accuracy of +/- 6 seconds.
 NT0083
 NT0083.The orthometric height was determined by differential leveling
 NT0083.and adjusted by the National Geodetic Survey in June 1991..
 NT0083
 NT0083.The geoid height was determined by GEOID03.
 NT0083
 NT0083.The dynamic height is computed by dividing the NAVD 88
 NT0083.geopotential number by the normal gravity value computed on the
 NT0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0083.degrees latitude (g = 980.6199 gals.).
 NT0083
 NT0083.The modeled gravity was interpolated from observed gravity values.
 NT0083
 NT0083;                    North         East    Units  Estimated Accuracy
 NT0083;SPC WY W     -   366,520.      749,020.      MT  (+/- 180 meters Scaled)
 NT0083
 NT0083                          SUPERSEDED SURVEY CONTROL
 NT0083
 NT0083  NGVD 29 (??/??/92) 2046.999  (m)         6715.86   (f) ADJ UNCH    2 0
 NT0083
 NT0083.Superseded values are not recommended for survey control.
 NT0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0083.See file dsdata.txt to determine how the superseded data were derived.
 NT0083
 NT0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN238495(NAD 83)
 NT0083_MARKER: DB = BENCH MARK DISK
 NT0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0083_STAMPING: G 314 1946
 NT0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0083+STABILITY: SURFACE MOTION
 NT0083
 NT0083  HISTORY     - Date     Condition        Report By
 NT0083  HISTORY     - 1946     MONUMENTED       CGS
 NT0083  HISTORY     - 1974     MARK NOT FOUND   USGS
 NT0083  HISTORY     - 1977     MARK NOT FOUND   USGS
 NT0083
 NT0083                          STATION DESCRIPTION
 NT0083
 NT0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0083'32.4 MI SE FROM ALPINE.
 NT0083'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0083'THENCE ABOUT 30.8 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 0.1 MILE
 NT0083'NORTH OF MOFFAT CREEK, IN A SMALL OPEN SPACE ON THE NORTHEAST BANK OF
 NT0083'THE ROAD, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 24 FEET
 NT0083'NORTHWEST OF A LARGE LONE PINE TREE, ABOUT 4 FEET ABOVE THE IMMEDIATE
 NT0083'ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 NT0083'CONCRETE POST.
 NT0083
 NT0083                          STATION RECOVERY (1974)
 NT0083
 NT0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NT0083'MARK NOT FOUND.
 NT0083
 NT0083                          STATION RECOVERY (1977)
 NT0083
 NT0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NT0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0109 ***********************************************************************
 NT0109  DESIGNATION -  G 315
 NT0109  PID         -  NT0109
 NT0109  STATE/COUNTY-  WY/LINCOLN
 NT0109  USGS QUAD   -  POISON MEADOWS (1980)
 NT0109
 NT0109                         *CURRENT SURVEY CONTROL
 NT0109  ___________________________________________________________________
 NT0109* NAD 83(1986)-  42 33 30.     (N)    110 41 06.     (W)     SCALED    
 NT0109* NAVD 88     -      2519.205  (meters)    8265.09   (feet)  ADJUSTED  
 NT0109  ___________________________________________________________________
 NT0109  GEOID HEIGHT-         -10.84  (meters)                     GEOID03
 NT0109  DYNAMIC HT  -        2517.060 (meters)    8258.05  (feet)  COMP
 NT0109  MODELED GRAV-     979,678.4   (mgal)                       NAVD 88
 NT0109
 NT0109  VERT ORDER  -  SECOND    CLASS 0
 NT0109
 NT0109.The horizontal coordinates were scaled from a topographic map and have
 NT0109.an estimated accuracy of +/- 6 seconds.
 NT0109
 NT0109.The orthometric height was determined by differential leveling
 NT0109.and adjusted by the National Geodetic Survey in June 1991..
 NT0109
 NT0109.The geoid height was determined by GEOID03.
 NT0109
 NT0109.The dynamic height is computed by dividing the NAVD 88
 NT0109.geopotential number by the normal gravity value computed on the
 NT0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0109.degrees latitude (g = 980.6199 gals.).
 NT0109
 NT0109.The modeled gravity was interpolated from observed gravity values.
 NT0109
 NT0109;                    North         East    Units  Estimated Accuracy
 NT0109;SPC WY W     -   328,770.      750,590.      MT  (+/- 180 meters Scaled)
 NT0109
 NT0109                          SUPERSEDED SURVEY CONTROL
 NT0109
 NT0109  NGVD 29 (??/??/92) 2517.699  (m)         8260.15   (f) ADJ UNCH    2 0
 NT0109
 NT0109.Superseded values are not recommended for survey control.
 NT0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0109.See file dsdata.txt to determine how the superseded data were derived.
 NT0109
 NT0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN258118(NAD 83)
 NT0109_MARKER: DB = BENCH MARK DISK
 NT0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0109_STAMPING: G 315 1946
 NT0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0109+STABILITY: SURFACE MOTION
 NT0109
 NT0109  HISTORY     - Date     Condition        Report By
 NT0109  HISTORY     - 1946     MONUMENTED       CGS
 NT0109  HISTORY     - 1972     GOOD             NGS
 NT0109
 NT0109                          STATION DESCRIPTION
 NT0109
 NT0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0109'32.7 MI E FROM SMOOT.
 NT0109'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0109'THENCE ABOUT 25.7 MILES EASTERLY ALONG GREYS RIVER ROAD, ON A SMALL,
 NT0109'SLOPING, ROCKY FLAT ON THE EAST SIDE OF THE ROAD AND BETWEEN THE ROAD
 NT0109'AND THE RIVER, 156 FEET SOUTH OF A CORRUGATED METAL CULVERT UNDER THE
 NT0109'ROAD, 150 FEET SOUTHWEST OF A SMALL CREEK, 60 FEET WEST OF THE EDGE OF
 NT0109'THE RIVER, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL
 NT0109'WITH THE ROAD, 3 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 NT0109'CONCRETE POST.
 NT0109
 NT0109                          STATION RECOVERY (1972)
 NT0109
 NT0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0128 ***********************************************************************
 NT0128  DESIGNATION -  G 316
 NT0128  PID         -  NT0128
 NT0128  STATE/COUNTY-  WY/LINCOLN
 NT0128  USGS QUAD   -  SMOOT (1980)
 NT0128
 NT0128                         *CURRENT SURVEY CONTROL
 NT0128  ___________________________________________________________________
 NT0128* NAD 83(1986)-  42 30 58.     (N)    110 53 25.     (W)     SCALED    
 NT0128* NAVD 88     -      2259.479  (meters)    7412.97   (feet)  ADJUSTED  
 NT0128  ___________________________________________________________________
 NT0128  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 NT0128  DYNAMIC HT  -        2257.657 (meters)    7407.00  (feet)  COMP
 NT0128  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 NT0128
 NT0128  VERT ORDER  -  SECOND    CLASS 0
 NT0128
 NT0128.The horizontal coordinates were scaled from a topographic map and have
 NT0128.an estimated accuracy of +/- 6 seconds.
 NT0128
 NT0128.The orthometric height was determined by differential leveling
 NT0128.and adjusted by the National Geodetic Survey in June 1991..
 NT0128
 NT0128.The geoid height was determined by GEOID03.
 NT0128
 NT0128.The dynamic height is computed by dividing the NAVD 88
 NT0128.geopotential number by the normal gravity value computed on the
 NT0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0128.degrees latitude (g = 980.6199 gals.).
 NT0128
 NT0128.The modeled gravity was interpolated from observed gravity values.
 NT0128
 NT0128;                    North         East    Units  Estimated Accuracy
 NT0128;SPC WY W     -   324,220.      733,690.      MT  (+/- 180 meters Scaled)
 NT0128
 NT0128                          SUPERSEDED SURVEY CONTROL
 NT0128
 NT0128  NGVD 29 (??/??/92) 2258.065  (m)         7408.33   (f) ADJ UNCH    2 0
 NT0128
 NT0128.Superseded values are not recommended for survey control.
 NT0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0128.See file dsdata.txt to determine how the superseded data were derived.
 NT0128
 NT0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN090070(NAD 83)
 NT0128_MARKER: DB = BENCH MARK DISK
 NT0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0128_STAMPING: G 316 1946
 NT0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0128+STABILITY: SURFACE MOTION
 NT0128
 NT0128  HISTORY     - Date     Condition        Report By
 NT0128  HISTORY     - 1946     MONUMENTED       CGS
 NT0128
 NT0128                          STATION DESCRIPTION
 NT0128
 NT0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0128'7.9 MI S FROM SMOOT.
 NT0128'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0128'THENCE ABOUT 0.9 MILE SOUTHEAST ALONG GREYS RIVER ROAD, IN THE
 NT0128'APPROXIMATE CENTER OF A SMALL BARREN FIELD, 120 FEET NORTHWEST OF A
 NT0128'TURNOUT, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 101 FEET
 NT0128'SOUTHEAST OF A CORRUGATED METAL CULVERT, ABOUT 5 FEET ABOVE THE ROAD
 NT0128'LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 NT0128'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0574 ***********************************************************************
 MO0574  DESIGNATION -  G 317
 MO0574  PID         -  MO0574
 MO0574  STATE/COUNTY-  WY/ALBANY
 MO0574  USGS QUAD   -  RED BUTTES (1978)
 MO0574
 MO0574                         *CURRENT SURVEY CONTROL
 MO0574  ___________________________________________________________________
 MO0574* NAD 83(1986)-  41 13 08.     (N)    105 36 10.     (W)     SCALED    
 MO0574* NAVD 88     -      2208.434  (meters)    7245.50   (feet)  ADJUSTED  
 MO0574  ___________________________________________________________________
 MO0574  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 MO0574  DYNAMIC HT  -        2206.433 (meters)    7238.94  (feet)  COMP
 MO0574  MODELED GRAV-     979,637.7   (mgal)                       NAVD 88
 MO0574
 MO0574  VERT ORDER  -  FIRST     CLASS II
 MO0574
 MO0574.The horizontal coordinates were scaled from a topographic map and have
 MO0574.an estimated accuracy of +/- 6 seconds.
 MO0574
 MO0574.The orthometric height was determined by differential leveling
 MO0574.and adjusted by the National Geodetic Survey in June 1991..
 MO0574
 MO0574.The geoid height was determined by GEOID03.
 MO0574
 MO0574.The dynamic height is computed by dividing the NAVD 88
 MO0574.geopotential number by the normal gravity value computed on the
 MO0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0574.degrees latitude (g = 980.6199 gals.).
 MO0574
 MO0574.The modeled gravity was interpolated from observed gravity values.
 MO0574
 MO0574;                    North         East    Units  Estimated Accuracy
 MO0574;SPC WY E     -    79,920.      163,430.      MT  (+/- 180 meters Scaled)
 MO0574
 MO0574                          SUPERSEDED SURVEY CONTROL
 MO0574
 MO0574  NGVD 29 (06/08/92) 2207.305  (m)         7241.80   (f) ADJUSTED    1 2
 MO0574
 MO0574.Superseded values are not recommended for survey control.
 MO0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0574.See file dsdata.txt to determine how the superseded data were derived.
 MO0574
 MO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF494632(NAD 83)
 MO0574_MARKER: DB = BENCH MARK DISK
 MO0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0574_STAMPING: G 317 1947
 MO0574_MARK LOGO: CGS   
 MO0574_PROJECTION: FLUSH
 MO0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0574+STABILITY: SURFACE MOTION
 MO0574
 MO0574  HISTORY     - Date     Condition        Report By
 MO0574  HISTORY     - 1947     MONUMENTED       CGS
 MO0574  HISTORY     - 1956     GOOD             NGS
 MO0574  HISTORY     - 1983     GOOD             NGS
 MO0574
 MO0574                          STATION DESCRIPTION
 MO0574
 MO0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0574'2.8 MI N FROM RED BUTTES.
 MO0574'2.8 MILES NORTH ALONG THE WEST TRACK OF THE UNION PACIFIC
 MO0574'RAILROAD FROM THE STATION SIGN AT RED BUTTES, 412 FEET SOUTH OF
 MO0574'THE EAST END OF A 12 INCH TILE PIPE CULVERT UNDER THE RAILROAD,
 MO0574'51.4 FEET NORTHWEST OF THE 4TH POLE NORTH OF MILEPOST 560, 60.1
 MO0574'FEET EAST OF THE EAST RAIL, 23 FEET WEST OF THE CENTER LINE OF A
 MO0574'TRACK ROAD, 18 FEET EAST OF A FENCE, 2.5 FEET NORTH OF A WITNESS
 MO0574'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MO0574'ABOVE THE GROUND, IN SECTION 32, TOWNSHIP 15 NORTH, RANGE 73
 MO0574'WEST.
 MO0574
 MO0574                          STATION RECOVERY (1983)
 MO0574
 MO0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0574'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.0 KM
 MO0574'(6.2 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0574'STATION IN LARAMIE, 0.2 KM (0.1 MI) NORTH OF MILEPOST B560,
 MO0574'18.5 METERS (60.7 FT) EAST OF THE NEAR RAIL, AND 15.7 METERS (51.5 FT)
 MO0574'NORTHWEST OF A UTILITY POLE.
 MO0574'THE MARK IS 5.3 METERS  E FROM  A WITNESS POST AND FENCE
 MO0574'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0608 ***********************************************************************
 MO0608  DESIGNATION -  G 318
 MO0608  PID         -  MO0608
 MO0608  STATE/COUNTY-  WY/ALBANY
 MO0608  USGS QUAD   -  HOWELL (1978)
 MO0608
 MO0608                         *CURRENT SURVEY CONTROL
 MO0608  ___________________________________________________________________
 MO0608* NAD 83(1986)-  41 26 56.     (N)    105 37 26.     (W)     SCALED    
 MO0608* NAVD 88     -      2175.064  (meters)    7136.02   (feet)  ADJUSTED  
 MO0608  ___________________________________________________________________
 MO0608  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0608  DYNAMIC HT  -        2173.229 (meters)    7130.00  (feet)  COMP
 MO0608  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 MO0608
 MO0608  VERT ORDER  -  FIRST     CLASS II
 MO0608
 MO0608.The horizontal coordinates were scaled from a topographic map and have
 MO0608.an estimated accuracy of +/- 6 seconds.
 MO0608
 MO0608.The orthometric height was determined by differential leveling
 MO0608.and adjusted by the National Geodetic Survey in June 1991..
 MO0608.WARNING-Repeat measurements at this control monument indicate possible
 MO0608.vertical movement.
 MO0608
 MO0608.The geoid height was determined by GEOID03.
 MO0608
 MO0608.The dynamic height is computed by dividing the NAVD 88
 MO0608.geopotential number by the normal gravity value computed on the
 MO0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0608.degrees latitude (g = 980.6199 gals.).
 MO0608
 MO0608.The modeled gravity was interpolated from observed gravity values.
 MO0608
 MO0608;                    North         East    Units  Estimated Accuracy
 MO0608;SPC WY E     -   105,470.      161,800.      MT  (+/- 180 meters Scaled)
 MO0608
 MO0608                          SUPERSEDED SURVEY CONTROL
 MO0608
 MO0608  NGVD 29 (06/08/92) 2174.041  (m)         7132.67   (f) ADJUSTED    1 2
 MO0608
 MO0608.Superseded values are not recommended for survey control.
 MO0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0608.See file dsdata.txt to determine how the superseded data were derived.
 MO0608
 MO0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF478887(NAD 83)
 MO0608_MARKER: DB = BENCH MARK DISK
 MO0608_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0608_STAMPING: G 318 1947
 MO0608_MARK LOGO: CGS   
 MO0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0608
 MO0608  HISTORY     - Date     Condition        Report By
 MO0608  HISTORY     - 1947     MONUMENTED       CGS
 MO0608  HISTORY     - 1983     GOOD             NGS
 MO0608
 MO0608                          STATION DESCRIPTION
 MO0608
 MO0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0608'2 MI N FROM HOWELL.
 MO0608'2.0 MILES NORTH ALONG THE UNION PACIFIC RAILWAY FROM THE SIGNBOARD
 MO0608'AT HOWELL, AT A ROAD CROSSING, 7 POLES SOUTH OF MILEPOST 576,
 MO0608'5.0 FEET EAST OF THE EAST RAIL OF THE EAST TRACK AND 1.5 FEET
 MO0608'LOWER, SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT
 MO0608'OF A SMALL CONCRETE UNDERPASS.
 MO0608
 MO0608                          STATION RECOVERY (1983)
 MO0608
 MO0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0608'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.9 KM
 MO0608'(9.9 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0608'STATION IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0230 ***********************************************************************
 MP0230  DESIGNATION -  G 319
 MP0230  PID         -  MP0230
 MP0230  STATE/COUNTY-  WY/CARBON
 MP0230  USGS QUAD   -  SINCLAIR (1981)
 MP0230
 MP0230                         *CURRENT SURVEY CONTROL
 MP0230  ___________________________________________________________________
 MP0230* NAD 83(1986)-  41 47 43.     (N)    107 03 39.     (W)     SCALED    
 MP0230* NAVD 88     -      2001.309  (meters)    6565.96   (feet)  ADJUSTED  
 MP0230  ___________________________________________________________________
 MP0230  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MP0230  DYNAMIC HT  -        1999.641 (meters)    6560.49  (feet)  COMP
 MP0230  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 MP0230
 MP0230  VERT ORDER  -  FIRST     CLASS II
 MP0230
 MP0230.The horizontal coordinates were scaled from a topographic map and have
 MP0230.an estimated accuracy of +/- 6 seconds.
 MP0230
 MP0230.The orthometric height was determined by differential leveling
 MP0230.and adjusted by the National Geodetic Survey in June 1991..
 MP0230
 MP0230.The geoid height was determined by GEOID03.
 MP0230
 MP0230.The dynamic height is computed by dividing the NAVD 88
 MP0230.geopotential number by the normal gravity value computed on the
 MP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0230.degrees latitude (g = 980.6199 gals.).
 MP0230
 MP0230.The modeled gravity was interpolated from observed gravity values.
 MP0230
 MP0230;                    North         East    Units  Estimated Accuracy
 MP0230;SPC WYEC     -   243,880.      422,650.      MT  (+/- 180 meters Scaled)
 MP0230
 MP0230                          SUPERSEDED SURVEY CONTROL
 MP0230
 MP0230  NGVD 29 (??/??/92) 2000.194  (m)         6562.30   (f) ADJ UNCH    1 2
 MP0230
 MP0230.Superseded values are not recommended for survey control.
 MP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0230.See file dsdata.txt to determine how the superseded data were derived.
 MP0230
 MP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG287290(NAD 83)
 MP0230_MARKER: DB = BENCH MARK DISK
 MP0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0230_STAMPING: G 319 1947
 MP0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0230+STABILITY: SURFACE MOTION
 MP0230
 MP0230  HISTORY     - Date     Condition        Report By
 MP0230  HISTORY     - 1947     MONUMENTED       CGS
 MP0230  HISTORY     - 1972     GOOD             NGS
 MP0230  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0230
 MP0230                          STATION DESCRIPTION
 MP0230
 MP0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0230'4.2 MI NE FROM PARCO (SINCLAIR).
 MP0230'3.7 MILES NORTHEAST OF PARCO (SINCLAIR) AT THE SINCLAIR AIRPORT, 0.5
 MP0230'MILE SOUTH OF THE ADMINISTRATION BUILDING AT THE AIRPORT, AT THE
 MP0230'SOUTHWEST CORNER OF THE AIRPORT PROPERTY, 42.0 FEET NORTH OF A FENCE
 MP0230'CORNER AT THE SOUTHWEST CORNER OF THE AIRPORT, 37.6 FEET NORTH OF
 MP0230'LANDING LIGHT NUMBER 34, 3.0 FEET NORTH OF A REFERENCE POST, 1.4 FEET
 MP0230'EAST OF A FENCE ALONG THE WEST SIDE OF THE AIRPORT, SET IN THE TOP OF
 MP0230'A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MP0230
 MP0230                          STATION RECOVERY (1972)
 MP0230
 MP0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MP0230'RECOVERED IN GOOD CONDITION.
 MP0230
 MP0230                          STATION RECOVERY (1983)
 MP0230
 MP0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0020 ***********************************************************************
 NR0020  DESIGNATION -  G 32
 NR0020  PID         -  NR0020
 NR0020  STATE/COUNTY-  WY/NATRONA
 NR0020  USGS QUAD   -  GOOSE EGG (1984)
 NR0020
 NR0020                         *CURRENT SURVEY CONTROL
 NR0020  ___________________________________________________________________
 NR0020* NAD 83(1986)-  42 47 02.     (N)    106 27 06.     (W)     SCALED    
 NR0020* NAVD 88     -      1636.134  (meters)    5367.88   (feet)  ADJUSTED  
 NR0020  ___________________________________________________________________
 NR0020  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NR0020  DYNAMIC HT  -        1635.100 (meters)    5364.49  (feet)  COMP
 NR0020  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 NR0020
 NR0020  VERT ORDER  -  FIRST     CLASS II
 NR0020
 NR0020.The horizontal coordinates were scaled from a topographic map and have
 NR0020.an estimated accuracy of +/- 6 seconds.
 NR0020
 NR0020.The orthometric height was determined by differential leveling
 NR0020.and adjusted by the National Geodetic Survey in June 1991..
 NR0020
 NR0020.The geoid height was determined by GEOID03.
 NR0020
 NR0020.The dynamic height is computed by dividing the NAVD 88
 NR0020.geopotential number by the normal gravity value computed on the
 NR0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0020.degrees latitude (g = 980.6199 gals.).
 NR0020
 NR0020.The modeled gravity was interpolated from observed gravity values.
 NR0020
 NR0020;                    North         East    Units  Estimated Accuracy
 NR0020;SPC WYEC     -   354,020.      472,140.      MT  (+/- 180 meters Scaled)
 NR0020
 NR0020                          SUPERSEDED SURVEY CONTROL
 NR0020
 NR0020  NGVD 29 (??/??/92) 1635.252  (m)         5364.99   (f) ADJ UNCH    1 2
 NR0020
 NR0020.Superseded values are not recommended for survey control.
 NR0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0020.See file dsdata.txt to determine how the superseded data were derived.
 NR0020
 NR0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH812378(NAD 83)
 NR0020_MARKER: DB = BENCH MARK DISK
 NR0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0020_STAMPING: G 32 1933
 NR0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0020+STABILITY: SURFACE MOTION
 NR0020
 NR0020  HISTORY     - Date     Condition        Report By
 NR0020  HISTORY     - 1933     MONUMENTED       CGS
 NR0020  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0020
 NR0020                          STATION DESCRIPTION
 NR0020
 NR0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0020'8.5 MI SW FROM CASPER.
 NR0020'8.5 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0020'CASPER, NATRONA COUNTY, AT THE JUNCTION OF A ROAD LEADING EAST INTO A
 NR0020'FIELD, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTH
 NR0020'OF THE ROAD, AND 2.5 FEET WEST OF A WIRE FENCE.  A STANDARD DISK,
 NR0020'STAMPED G 32 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NR0020'INCHES ABOVE GROUND.
 NR0020
 NR0020                          STATION RECOVERY (1982)
 NR0020
 NR0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0020'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0440 ***********************************************************************
 MO0440  DESIGNATION -  G 320
 MO0440  PID         -  MO0440
 MO0440  STATE/COUNTY-  WY/LARAMIE
 MO0440  USGS QUAD   -  EMKAY (1978)
 MO0440
 MO0440                         *CURRENT SURVEY CONTROL
 MO0440  ___________________________________________________________________
 MO0440* NAD 83(1986)-  41 05 37.     (N)    105 00 51.     (W)     SCALED    
 MO0440* NAVD 88     -      2036.957  (meters)    6682.92   (feet)  ADJUSTED  
 MO0440  ___________________________________________________________________
 MO0440  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 MO0440  DYNAMIC HT  -        2035.134 (meters)    6676.94  (feet)  COMP
 MO0440  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 MO0440
 MO0440  VERT ORDER  -  FIRST     CLASS II
 MO0440
 MO0440.The horizontal coordinates were scaled from a topographic map and have
 MO0440.an estimated accuracy of +/- 6 seconds.
 MO0440
 MO0440.The orthometric height was determined by differential leveling
 MO0440.and adjusted by the National Geodetic Survey in June 1991..
 MO0440
 MO0440.The geoid height was determined by GEOID03.
 MO0440
 MO0440.The dynamic height is computed by dividing the NAVD 88
 MO0440.geopotential number by the normal gravity value computed on the
 MO0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0440.degrees latitude (g = 980.6199 gals.).
 MO0440
 MO0440.The modeled gravity was interpolated from observed gravity values.
 MO0440
 MO0440;                    North         East    Units  Estimated Accuracy
 MO0440;SPC WY E     -    65,930.      212,810.      MT  (+/- 180 meters Scaled)
 MO0440
 MO0440                          SUPERSEDED SURVEY CONTROL
 MO0440
 MO0440  NGVD 29 (06/08/92) 2035.887  (m)         6679.41   (f) ADJUSTED    1 2
 MO0440
 MO0440.Superseded values are not recommended for survey control.
 MO0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0440.See file dsdata.txt to determine how the superseded data were derived.
 MO0440
 MO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF988491(NAD 83)
 MO0440_MARKER: DB = BENCH MARK DISK
 MO0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0440_STAMPING: G 320 1947
 MO0440_MARK LOGO: CGS   
 MO0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0440+STABILITY: SURFACE MOTION
 MO0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0440+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 MO0440
 MO0440  HISTORY     - Date     Condition        Report By
 MO0440  HISTORY     - 1947     MONUMENTED       CGS
 MO0440  HISTORY     - 1956     GOOD             NGS
 MO0440  HISTORY     - 1983     GOOD             NGS
 MO0440  HISTORY     - 1985     GOOD             DMA
 MO0440  HISTORY     - 20060920 GOOD             GEOCAC
 MO0440
 MO0440                          STATION DESCRIPTION
 MO0440
 MO0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0440'1.7 MI W FROM BORIE.
 MO0440'1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0440'SIGN AT BORIE, 266.5 FEET NORTHEAST OF THE NORTH END OF A STEEL
 MO0440'PIPE CULVERT UNDER THE RAILROAD, 200 FEET NORTH OF THE NORTH
 MO0440'RAIL OF THE NORTH TRACK, 96 FEET SOUTH OF THE CENTER LINE OF
 MO0440'U.S. HIGHWAY 30, 77 FEET SOUTHEAST OF THE SOUTH END OF A
 MO0440'36 INCH STEEL PIPE CULVERT UNDER THE HIGHWAY, 2.5 FEET EAST
 MO0440'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0440'PROJECTS 0.1 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF
 MO0440'SECTION 16, TOWNSHIP 13 NORTH, RANGE 68 WEST.
 MO0440
 MO0440                          STATION RECOVERY (1983)
 MO0440
 MO0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0440'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0440'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0440'80 IN CHEYENNE, THENCE 18.4 KM (11.45 MI) WESTERLY ALONG THE UNION
 MO0440'PACIFIC RAILROAD.
 MO0440
 MO0440                          STATION RECOVERY (1985)
 MO0440
 MO0440'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (BT)
 MO0440'RECOVERED IN GOOD CONDITION.
 MO0440
 MO0440                          STATION RECOVERY (2006)
 MO0440
 MO0440'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MO0440'OLD US HIGHWAY 30 IS NOW WY STATE HIGHWAY 225 (OTTO ROAD).  HANDHELD
 MO0440'COORDINATES ARE N41-05-36.36 W105-00-51.06.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0716 ***********************************************************************
 MO0716  DESIGNATION -  G 321
 MO0716  PID         -  MO0716
 MO0716  STATE/COUNTY-  WY/ALBANY
 MO0716  USGS QUAD   -  ROCK RIVER (1981)
 MO0716
 MO0716                         *CURRENT SURVEY CONTROL
 MO0716  ___________________________________________________________________
 MO0716* NAD 83(1986)-  41 44 38.     (N)    105 58 49.     (W)     SCALED    
 MO0716* NAVD 88     -      2105.757  (meters)    6908.64   (feet)  ADJUSTED  
 MO0716  ___________________________________________________________________
 MO0716  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 MO0716  DYNAMIC HT  -        2103.967 (meters)    6902.77  (feet)  COMP
 MO0716  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 MO0716
 MO0716  VERT ORDER  -  FIRST     CLASS II
 MO0716
 MO0716.The horizontal coordinates were scaled from a topographic map and have
 MO0716.an estimated accuracy of +/- 6 seconds.
 MO0716
 MO0716.The orthometric height was determined by differential leveling
 MO0716.and adjusted by the National Geodetic Survey in June 1991..
 MO0716
 MO0716.The geoid height was determined by GEOID03.
 MO0716
 MO0716.The dynamic height is computed by dividing the NAVD 88
 MO0716.geopotential number by the normal gravity value computed on the
 MO0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0716.degrees latitude (g = 980.6199 gals.).
 MO0716
 MO0716.The modeled gravity was interpolated from observed gravity values.
 MO0716
 MO0716;                    North         East    Units  Estimated Accuracy
 MO0716;SPC WY E     -   138,450.      132,330.      MT  (+/- 180 meters Scaled)
 MO0716
 MO0716                          SUPERSEDED SURVEY CONTROL
 MO0716
 MO0716  NGVD 29 (??/??/92) 2104.655  (m)         6905.02   (f) ADJ UNCH    1 2
 MO0716
 MO0716.Superseded values are not recommended for survey control.
 MO0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0716.See file dsdata.txt to determine how the superseded data were derived.
 MO0716
 MO0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG184218(NAD 83)
 MO0716_MARKER: DB = BENCH MARK DISK
 MO0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0716_SP_SET: FOUNDATION PIER
 MO0716_STAMPING: G 321 1947
 MO0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0716
 MO0716  HISTORY     - Date     Condition        Report By
 MO0716  HISTORY     - 1947     MONUMENTED       CGS
 MO0716  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0716  HISTORY     - 19990823 MARK NOT FOUND   WYDT
 MO0716
 MO0716                          STATION DESCRIPTION
 MO0716
 MO0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0716'AT ROCK RIVER.
 MO0716'AT ROCK RIVER, AT THE WEST SIDE OF THE UNION PACIFIC RAILROAD
 MO0716'WATER TANK, 147.5 FEET EAST OF THE EAST RAIL OF THE WEST BOUND
 MO0716'TRACK OF THE MAIN LINE TRACKS, 0.8 FOOT EAST OF THE EAST EDGE
 MO0716'OF THE MOST WESTERLY STEEL LEG (THE ONE WHICH HAS THE STEEL
 MO0716'LADDER FASTENED TO IT) OF THE WATER TOWER, SET IN THE TOP OF AND
 MO0716'IN THE CENTER OF A CONCRETE FOUNDATION PIER AND BETWEEN TWO
 MO0716'STEEL LEGS OF THE WATER TOWER, ABOUT 4 FEET BELOW THE TRACKS
 MO0716'AND ABOUT FLUSH WITH THE TOP OF THE GROUND.
 MO0716
 MO0716                          STATION RECOVERY (1983)
 MO0716
 MO0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0716'MARK NOT FOUND.
 MO0716
 MO0716                          STATION RECOVERY (1999)
 MO0716
 MO0716'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0716'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0716'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0010 ***********************************************************************
 MP0010  DESIGNATION -  G 322
 MP0010  PID         -  MP0010
 MP0010  STATE/COUNTY-  WY/CARBON
 MP0010  USGS QUAD   -  MEDICINE BOW (1971)
 MP0010
 MP0010                         *CURRENT SURVEY CONTROL
 MP0010  ___________________________________________________________________
 MP0010* NAD 83(1986)-  41 52 56.     (N)    106 09 07.     (W)     SCALED    
 MP0010* NAVD 88     -      2006.187  (meters)    6581.97   (feet)  ADJUSTED  
 MP0010  ___________________________________________________________________
 MP0010  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 MP0010  DYNAMIC HT  -        2004.499 (meters)    6576.43  (feet)  COMP
 MP0010  MODELED GRAV-     979,710.0   (mgal)                       NAVD 88
 MP0010
 MP0010  VERT ORDER  -  FIRST     CLASS II
 MP0010
 MP0010.The horizontal coordinates were scaled from a topographic map and have
 MP0010.an estimated accuracy of +/- 6 seconds.
 MP0010
 MP0010.The orthometric height was determined by differential leveling
 MP0010.and adjusted by the National Geodetic Survey in June 1991..
 MP0010
 MP0010.The geoid height was determined by GEOID03.
 MP0010
 MP0010.The dynamic height is computed by dividing the NAVD 88
 MP0010.geopotential number by the normal gravity value computed on the
 MP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0010.degrees latitude (g = 980.6199 gals.).
 MP0010
 MP0010.The modeled gravity was interpolated from observed gravity values.
 MP0010
 MP0010;                    North         East    Units  Estimated Accuracy
 MP0010;SPC WYEC     -   254,170.      498,050.      MT  (+/- 180 meters Scaled)
 MP0010
 MP0010                          SUPERSEDED SURVEY CONTROL
 MP0010
 MP0010  NGVD 29 (06/08/92) 2005.042  (m)         6578.21   (f) ADJUSTED    1 2
 MP0010
 MP0010.Superseded values are not recommended for survey control.
 MP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0010.See file dsdata.txt to determine how the superseded data were derived.
 MP0010
 MP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG044373(NAD 83)
 MP0010_MARKER: DB = BENCH MARK DISK
 MP0010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0010_STAMPING: G 322 1947
 MP0010_MARK LOGO: CGS   
 MP0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0010+STABILITY: SURFACE MOTION
 MP0010
 MP0010  HISTORY     - Date     Condition        Report By
 MP0010  HISTORY     - 1947     MONUMENTED       CGS
 MP0010  HISTORY     - 1971     POOR             USGS
 MP0010  HISTORY     - 1983     GOOD             NGS
 MP0010
 MP0010                          STATION DESCRIPTION
 MP0010
 MP0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0010'2.7 MI E FROM MEDICINE BOW.
 MP0010'2.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0010'MEDICINE BOW, 6 TELEPHONE POLES WEST OF MILE POST NO.620, 310.0 FEET
 MP0010'NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE
 MP0010'TRACKS, 19.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO.30, SET IN
 MP0010'THE TOP OF AND 1.9 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 MP0010'SOUTHEAST CONCRETE WINGWALL OF A 130.0-FOOT CONCRETE HIGHWAY BRIDGE
 MP0010'OVER MEDICINE BOW RIVER, ABOUT 1/2 FOOT ABOVE THE HIGHWAY.  NOTE--
 MP0010'THIS BRIDGE ABUTMENT IN WHICH THE MARK WAS SET APPEARS TO HAVE BEEN
 MP0010'STRUCK AND BROKEN FROM THE STRUCTURE.  ALTHOUGH, THE STATE HIGHWAY
 MP0010'DEPARTMENT HAS RESTORED THE DAMAGE, THIS MARK HAS PROBABLY BEEN
 MP0010'DISPLACED A SMALL DISTANCE.
 MP0010
 MP0010                          STATION RECOVERY (1971)
 MP0010
 MP0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0010'MARK RECOVERED IN POOR CONDITION.
 MP0010
 MP0010                          STATION RECOVERY (1983)
 MP0010
 MP0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0036 ***********************************************************************
 MP0036  DESIGNATION -  G 323
 MP0036  PID         -  MP0036
 MP0036  STATE/COUNTY-  WY/CARBON
 MP0036  USGS QUAD   -  HANNA (1982)
 MP0036
 MP0036                         *CURRENT SURVEY CONTROL
 MP0036  ___________________________________________________________________
 MP0036* NAD 83(1986)-  41 52 28.     (N)    106 30 20.     (W)     SCALED    
 MP0036* NAVD 88     -      2091.599  (meters)    6862.19   (feet)  ADJUSTED  
 MP0036  ___________________________________________________________________
 MP0036  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 MP0036  DYNAMIC HT  -        2089.711 (meters)    6855.99  (feet)  COMP
 MP0036  MODELED GRAV-     979,645.9   (mgal)                       NAVD 88
 MP0036
 MP0036  VERT ORDER  -  FIRST     CLASS II
 MP0036
 MP0036.The horizontal coordinates were scaled from a topographic map and have
 MP0036.an estimated accuracy of +/- 6 seconds.
 MP0036
 MP0036.The orthometric height was determined by differential leveling
 MP0036.and adjusted by the National Geodetic Survey in June 1991..
 MP0036
 MP0036.The geoid height was determined by GEOID03.
 MP0036
 MP0036.The dynamic height is computed by dividing the NAVD 88
 MP0036.geopotential number by the normal gravity value computed on the
 MP0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0036.degrees latitude (g = 980.6199 gals.).
 MP0036
 MP0036.The modeled gravity was interpolated from observed gravity values.
 MP0036
 MP0036;                    North         East    Units  Estimated Accuracy
 MP0036;SPC WYEC     -   252,960.      468,710.      MT  (+/- 180 meters Scaled)
 MP0036
 MP0036                          SUPERSEDED SURVEY CONTROL
 MP0036
 MP0036  NGVD 29 (??/??/92) 2090.34   (m)         6858.1    (f) COMPUTED    1 2
 MP0036
 MP0036.Superseded values are not recommended for survey control.
 MP0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0036.See file dsdata.txt to determine how the superseded data were derived.
 MP0036
 MP0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG750369(NAD 83)
 MP0036_MARKER: DB = BENCH MARK DISK
 MP0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0036_STAMPING: G 323 1947
 MP0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0036+STABILITY: SURFACE MOTION
 MP0036
 MP0036  HISTORY     - Date     Condition        Report By
 MP0036  HISTORY     - 1947     MONUMENTED       CGS
 MP0036  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0036
 MP0036                          STATION DESCRIPTION
 MP0036
 MP0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0036'3.1 MI E FROM HANNA.
 MP0036'3.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0036'HANNA, 180.0 FEET WEST OF AND ACROSS THE TRACKS FROM MILE POST NO.640,
 MP0036'169.0 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY NO.30, 64.5 FEET
 MP0036'NORTHWEST OF THE NORTHWEST RAIL OF THE WEST BOUND TRACK OF THE MAIN
 MP0036'LINE TRACKS, 18.2 FEET NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE,
 MP0036'15.0 FEET NORTHEAST OF A GUY WIRE BRACED POWER LINE POLE WHICH IS THE
 MP0036'SECOND POLE NORTHEAST OF A SPIKED POWER LINE AND TRANSFORMER POLE, 2.5
 MP0036'FEET SOUTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT THREE
 MP0036'FEET ABOVE THE TRACKS AND PROJECTING 0.8 FOOT.
 MP0036
 MP0036                          STATION RECOVERY (1983)
 MP0036
 MP0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0194 ***********************************************************************
 OW0194  DESIGNATION -  G 326
 OW0194  PID         -  OW0194
 OW0194  STATE/COUNTY-  WY/HOT SPRINGS
 OW0194  USGS QUAD   -  THERMOPOLIS (1960)
 OW0194
 OW0194                         *CURRENT SURVEY CONTROL
 OW0194  ___________________________________________________________________
 OW0194* NAD 83(1986)-  43 44 47.     (N)    108 10 33.     (W)     SCALED    
 OW0194* NAVD 88     -      1314.821  (meters)    4313.71   (feet)  ADJUSTED  
 OW0194  ___________________________________________________________________
 OW0194  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 OW0194  DYNAMIC HT  -        1314.145 (meters)    4311.49  (feet)  COMP
 OW0194  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 OW0194
 OW0194  VERT ORDER  -  FIRST     CLASS II
 OW0194
 OW0194.The horizontal coordinates were scaled from a topographic map and have
 OW0194.an estimated accuracy of +/- 6 seconds.
 OW0194
 OW0194.The orthometric height was determined by differential leveling
 OW0194.and adjusted by the National Geodetic Survey in June 1991..
 OW0194
 OW0194.The geoid height was determined by GEOID03.
 OW0194
 OW0194.The dynamic height is computed by dividing the NAVD 88
 OW0194.geopotential number by the normal gravity value computed on the
 OW0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0194.degrees latitude (g = 980.6199 gals.).
 OW0194
 OW0194.The modeled gravity was interpolated from observed gravity values.
 OW0194
 OW0194;                    North         East    Units  Estimated Accuracy
 OW0194;SPC WYWC     -   360,730.      646,250.      MT  (+/- 180 meters Scaled)
 OW0194
 OW0194                          SUPERSEDED SURVEY CONTROL
 OW0194
 OW0194  NGVD 29 (06/08/92) 1313.990  (m)         4310.98   (f) ADJUSTED    1 2
 OW0194
 OW0194.Superseded values are not recommended for survey control.
 OW0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0194.See file dsdata.txt to determine how the superseded data were derived.
 OW0194
 OW0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP273475(NAD 83)
 OW0194_MARKER: I = METAL ROD
 OW0194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0194_SP_SET: STAINLESS STEEL ROD
 OW0194_STAMPING: G 326 1982
 OW0194_MARK LOGO: NGS   
 OW0194_PROJECTION: FLUSH
 OW0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0194_ROD/PIPE-DEPTH: 15.9 meters
 OW0194
 OW0194  HISTORY     - Date     Condition        Report By
 OW0194  HISTORY     - 1982     MONUMENTED       NGS
 OW0194
 OW0194                          STATION DESCRIPTION
 OW0194
 OW0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0194'13.1 KM (8.15 MI) NORTH FROM THERMOPOLIS.
 OW0194'13.1 KM (8.15 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0194'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 22.5 METERS (73.8 FT) EAST OF
 OW0194'THE CENTERLINE OF THE HIGHWAY AND 6.7 METERS (22.0 FT) NORTH OF THE
 OW0194'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 OW0194'A 5-INCH LOGO CAP.
 OW0194'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 OW0194'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0432 ***********************************************************************
 PW0432  DESIGNATION -  G 327
 PW0432  PID         -  PW0432
 PW0432  STATE/COUNTY-  WY/WASHAKIE
 PW0432  USGS QUAD   -  WORLAND (1978)
 PW0432
 PW0432                         *CURRENT SURVEY CONTROL
 PW0432  ___________________________________________________________________
 PW0432* NAD 83(1986)-  44 06 35.     (N)    107 54 31.     (W)     SCALED    
 PW0432* NAVD 88     -      1219.715  (meters)    4001.68   (feet)  ADJUSTED  
 PW0432  ___________________________________________________________________
 PW0432  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 PW0432  DYNAMIC HT  -        1219.167 (meters)    3999.88  (feet)  COMP
 PW0432  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 PW0432  OBS GRAVITY -     980,125.3   (mgal)                       GRAV_OBS
 PW0432
 PW0432  VERT ORDER  -  FIRST     CLASS II
 PW0432
 PW0432.The horizontal coordinates were scaled from a topographic map and have
 PW0432.an estimated accuracy of +/- 6 seconds.
 PW0432
 PW0432.The orthometric height was determined by differential leveling
 PW0432.and adjusted by the National Geodetic Survey in June 1991..
 PW0432
 PW0432.The geoid height was determined by GEOID03.
 PW0432
 PW0432.The dynamic height is computed by dividing the NAVD 88
 PW0432.geopotential number by the normal gravity value computed on the
 PW0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0432.degrees latitude (g = 980.6199 gals.).
 PW0432
 PW0432.The modeled gravity was interpolated from observed gravity values.
 PW0432.The observed gravity was obtained from relative gravimeter ties
 PW0432.to the IGSN71 gravity network.
 PW0432
 PW0432;                    North         East    Units  Estimated Accuracy
 PW0432;SPC WYEC     -   501,100.      353,950.      MT  (+/- 180 meters Scaled)
 PW0432
 PW0432                          SUPERSEDED SURVEY CONTROL
 PW0432
 PW0432  NGVD 29 (06/08/92) 1218.928  (m)         3999.10   (f) ADJUSTED    1 2
 PW0432
 PW0432.Superseded values are not recommended for survey control.
 PW0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0432.See file dsdata.txt to determine how the superseded data were derived.
 PW0432
 PW0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ672881(NAD 83)
 PW0432_MARKER: I = METAL ROD
 PW0432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0432_SP_SET: STAINLESS STEEL ROD
 PW0432_STAMPING: G 327 1982
 PW0432_MARK LOGO: NGS   
 PW0432_PROJECTION: FLUSH
 PW0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0432_ROD/PIPE-DEPTH: 17.1 meters
 PW0432
 PW0432  HISTORY     - Date     Condition        Report By
 PW0432  HISTORY     - 1982     MONUMENTED       NGS
 PW0432
 PW0432                          STATION DESCRIPTION
 PW0432
 PW0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0432'11.3 KM (7.0 MI) NORTH FROM WORLAND.
 PW0432'11.3 KM (7.0 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0432'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 43.9 METERS
 PW0432'(144.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 37.2 METERS
 PW0432'(122.0 FT) SOUTH OF THE CENTER OF LANE 5 LEADING EAST, 8.6 METERS
 PW0432'(28.2 FT) WEST OF THE CENTER OF A PAVED ROAD LEADING SOUTH AND 2.8
 PW0432'METERS (9.2 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 PW0432'POINT IS THROUGH A 5-INCH LOGO CAP.
 PW0432'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PW0432'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0245 ***********************************************************************
 PX0245  DESIGNATION -  G 328
 PX0245  PID         -  PX0245
 PX0245  STATE/COUNTY-  WY/BIG HORN
 PX0245  USGS QUAD   -  FRANNIE (1966)
 PX0245
 PX0245                         *CURRENT SURVEY CONTROL
 PX0245  ___________________________________________________________________
 PX0245* NAD 83(1986)-  44 53 48.     (N)    108 36 00.     (W)     SCALED    
 PX0245* NAVD 88     -      1255.728  (meters)    4119.83   (feet)  ADJUSTED  
 PX0245  ___________________________________________________________________
 PX0245  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 PX0245  DYNAMIC HT  -        1255.233 (meters)    4118.21  (feet)  COMP
 PX0245  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 PX0245  OBS GRAVITY -     980,182.4   (mgal)                       GRAV_OBS
 PX0245
 PX0245  VERT ORDER  -  FIRST     CLASS II
 PX0245
 PX0245.The horizontal coordinates were scaled from a topographic map and have
 PX0245.an estimated accuracy of +/- 6 seconds.
 PX0245
 PX0245.The orthometric height was determined by differential leveling
 PX0245.and adjusted by the National Geodetic Survey in June 1991..
 PX0245
 PX0245.The geoid height was determined by GEOID03.
 PX0245
 PX0245.The dynamic height is computed by dividing the NAVD 88
 PX0245.geopotential number by the normal gravity value computed on the
 PX0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0245.degrees latitude (g = 980.6199 gals.).
 PX0245
 PX0245.The modeled gravity was interpolated from observed gravity values.
 PX0245.The observed gravity was obtained from relative gravimeter ties
 PX0245.to the IGSN71 gravity network.
 PX0245
 PX0245;                    North         East    Units  Estimated Accuracy
 PX0245;SPC WYEC     -   589,160.      299,950.      MT  (+/- 180 meters Scaled)
 PX0245
 PX0245                          SUPERSEDED SURVEY CONTROL
 PX0245
 PX0245  NGVD 29 (06/08/92) 1254.839  (m)         4116.92   (f) ADJUSTED    1 2
 PX0245
 PX0245.Superseded values are not recommended for survey control.
 PX0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0245.See file dsdata.txt to determine how the superseded data were derived.
 PX0245
 PX0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ894742(NAD 83)
 PX0245_MARKER: I = METAL ROD
 PX0245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0245_SP_SET: STAINLESS STEEL ROD
 PX0245_STAMPING: G 328 1982
 PX0245_MARK LOGO: NGS   
 PX0245_PROJECTION: FLUSH
 PX0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0245_ROD/PIPE-DEPTH: 5.8  meters
 PX0245
 PX0245  HISTORY     - Date     Condition        Report By
 PX0245  HISTORY     - 1982     MONUMENTED       NGS
 PX0245
 PX0245                          STATION DESCRIPTION
 PX0245
 PX0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0245'20.4 KM (12.65 MI) NW FROM LOVELL.
 PX0245'20.4 KM (12.65 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0245'JUNCTION WITH NEVADA STREET IN LOVELL, 0.3 KM (0.2 MI) NORTHWEST OF
 PX0245'THE JUNCTION OF STATE HIGHWAY 114, 30.3 METERS (99.4 FT) NORTHEAST OF
 PX0245'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 27.6 METERS (90.6
 PX0245'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 1.7 METERS (5.6 FT)
 PX0245'SOUTHEAST OF A UTILITY POLE WITH 3 GUY WIRES.  NOTE=ACCESS TO THE
 PX0245'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0245'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 PX0245'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0276 ***********************************************************************
 PX0276  DESIGNATION -  G 329
 PX0276  PID         -  PX0276
 PX0276  STATE/COUNTY-  WY/BIG HORN
 PX0276  USGS QUAD   -  SPENCE (1966)
 PX0276
 PX0276                         *CURRENT SURVEY CONTROL
 PX0276  ___________________________________________________________________
 PX0276* NAD 83(1986)-  44 37 35.     (N)    108 14 55.     (W)     SCALED    
 PX0276* NAVD 88     -      1325.878  (meters)    4349.98   (feet)  ADJUSTED  
 PX0276  ___________________________________________________________________
 PX0276  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 PX0276  DYNAMIC HT  -        1325.313 (meters)    4348.13  (feet)  COMP
 PX0276  MODELED GRAV-     980,145.8   (mgal)                       NAVD 88
 PX0276  OBS GRAVITY -     980,145.6   (mgal)                       GRAV_OBS
 PX0276
 PX0276  VERT ORDER  -  FIRST     CLASS II
 PX0276
 PX0276.The horizontal coordinates were scaled from a topographic map and have
 PX0276.an estimated accuracy of +/- 6 seconds.
 PX0276
 PX0276.The orthometric height was determined by differential leveling
 PX0276.and adjusted by the National Geodetic Survey in June 1991..
 PX0276
 PX0276.The geoid height was determined by GEOID03.
 PX0276
 PX0276.The dynamic height is computed by dividing the NAVD 88
 PX0276.geopotential number by the normal gravity value computed on the
 PX0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0276.degrees latitude (g = 980.6199 gals.).
 PX0276
 PX0276.The modeled gravity was interpolated from observed gravity values.
 PX0276.The observed gravity was obtained from relative gravimeter ties
 PX0276.to the IGSN71 gravity network.
 PX0276
 PX0276;                    North         East    Units  Estimated Accuracy
 PX0276;SPC WYEC     -   558,760.      327,370.      MT  (+/- 180 meters Scaled)
 PX0276
 PX0276                          SUPERSEDED SURVEY CONTROL
 PX0276
 PX0276  NGVD 29 (06/08/92) 1325.026  (m)         4347.19   (f) ADJUSTED    1 2
 PX0276
 PX0276.Superseded values are not recommended for survey control.
 PX0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0276.See file dsdata.txt to determine how the superseded data were derived.
 PX0276
 PX0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ182451(NAD 83)
 PX0276_MARKER: DB = BENCH MARK DISK
 PX0276_SETTING: 66 = SET IN ROCK OUTCROP
 PX0276_SP_SET: ROCK OUTCROP
 PX0276_STAMPING: G 329 1982
 PX0276_MARK LOGO: NGS   
 PX0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0276+STABILITY: POSITION/ELEVATION WELL
 PX0276
 PX0276  HISTORY     - Date     Condition        Report By
 PX0276  HISTORY     - 1982     MONUMENTED       NGS
 PX0276
 PX0276                          STATION DESCRIPTION
 PX0276
 PX0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0276'27.4 KM (17.0 MI) SE FROM LOVELL.
 PX0276'27.4 KM (17.0 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0276'JUNCTION WITH NEVADA STREET IN LOVELL, 0.3 KM (0.2 MI) NORTHWEST OF
 PX0276'MILEPOST 219, IN THE CENTER OF A 3 BY 20 FT EXPOSED AREA OF
 PX0276'OUTCROPPING BEDROCK, 24.7 METERS (81.0 FT) NORTHEAST OF A FENCE, 20.0
 PX0276'METERS (65.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 7.0
 PX0276'METERS (23.0 FT) SOUTHEAST OF THE CENTER OF A DRY WASH.
 PX0276'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 PX0276'THE MARK IS 2.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0025 ***********************************************************************
 OV0025  DESIGNATION -  G 33
 OV0025  PID         -  OV0025
 OV0025  STATE/COUNTY-  WY/NATRONA
 OV0025  USGS QUAD   -  SALT CREEK (1978)
 OV0025
 OV0025                         *CURRENT SURVEY CONTROL
 OV0025  ___________________________________________________________________
 OV0025* NAD 83(1986)-  43 21 37.     (N)    106 16 40.     (W)     SCALED    
 OV0025* NAVD 88     -      1515.193  (meters)    4971.10   (feet)  ADJUSTED  
 OV0025  ___________________________________________________________________
 OV0025  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 OV0025  DYNAMIC HT  -        1514.346 (meters)    4968.32  (feet)  COMP
 OV0025  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 OV0025
 OV0025  VERT ORDER  -  FIRST     CLASS II
 OV0025
 OV0025.The horizontal coordinates were scaled from a topographic map and have
 OV0025.an estimated accuracy of +/- 6 seconds.
 OV0025
 OV0025.The orthometric height was determined by differential leveling
 OV0025.and adjusted by the National Geodetic Survey in June 1991..
 OV0025
 OV0025.The geoid height was determined by GEOID03.
 OV0025
 OV0025.The dynamic height is computed by dividing the NAVD 88
 OV0025.geopotential number by the normal gravity value computed on the
 OV0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0025.degrees latitude (g = 980.6199 gals.).
 OV0025
 OV0025.The modeled gravity was interpolated from observed gravity values.
 OV0025
 OV0025;                    North         East    Units  Estimated Accuracy
 OV0025;SPC WYEC     -   418,220.      485,560.      MT  (+/- 180 meters Scaled)
 OV0025
 OV0025                          SUPERSEDED SURVEY CONTROL
 OV0025
 OV0025  NGVD 29 (??/??/92) 1514.372  (m)         4968.40   (f) ADJ UNCH    1 2
 OV0025
 OV0025.Superseded values are not recommended for survey control.
 OV0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0025.See file dsdata.txt to determine how the superseded data were derived.
 OV0025
 OV0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ964016(NAD 83)
 OV0025_MARKER: DB = BENCH MARK DISK
 OV0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0025_STAMPING: G 33 1933
 OV0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0025+STABILITY: SURFACE MOTION
 OV0025
 OV0025  HISTORY     - Date     Condition        Report By
 OV0025  HISTORY     - 1933     MONUMENTED       CGS
 OV0025  HISTORY     - 1968     MARK NOT FOUND   USGS
 OV0025  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0025
 OV0025                          STATION DESCRIPTION
 OV0025
 OV0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0025'4.1 MI S FROM MIDWEST.
 OV0025'4.1 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE AMERICAN LEGION SQUARE
 OV0025'AT MIDWEST, NATRONA COUNTY, 55 FEET EAST OF THE CENTER LINE OF THE
 OV0025'HIGHWAY, 47 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE DRIVE TO THE
 OV0025'OHIO OIL CO. CAMP IN 1933, 4.6 FEET SOUTH OF THE CORNER OF THE FENCE,
 OV0025'AND 3.4 FEET WEST OF THE WIRE FENCE.  A STANDARD DISK, STAMPED G 33
 OV0025'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OV0025'GROUND.
 OV0025
 OV0025                          STATION RECOVERY (1968)
 OV0025
 OV0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0025'MARK NOT FOUND.
 OV0025
 OV0025                          STATION RECOVERY (1985)
 OV0025
 OV0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0025'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0224 ***********************************************************************
 OW0224  DESIGNATION -  G 330
 OW0224  PID         -  OW0224
 OW0224  STATE/COUNTY-  WY/FREMONT
 OW0224  USGS QUAD   -  BOYSEN (1978)
 OW0224
 OW0224                         *CURRENT SURVEY CONTROL
 OW0224  ___________________________________________________________________
 OW0224* NAD 83(1986)-  43 22 30.     (N)    108 07 46.     (W)     SCALED    
 OW0224* NAVD 88     -      1471.572  (meters)    4827.98   (feet)  ADJUSTED  
 OW0224  ___________________________________________________________________
 OW0224  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 OW0224  DYNAMIC HT  -        1470.678 (meters)    4825.05  (feet)  COMP
 OW0224  MODELED GRAV-     979,961.8   (mgal)                       NAVD 88
 OW0224
 OW0224  VERT ORDER  -  FIRST     CLASS II
 OW0224
 OW0224.The horizontal coordinates were scaled from a topographic map and have
 OW0224.an estimated accuracy of +/- 6 seconds.
 OW0224
 OW0224.The orthometric height was determined by differential leveling
 OW0224.and adjusted by the National Geodetic Survey in June 1991..
 OW0224
 OW0224.The geoid height was determined by GEOID03.
 OW0224
 OW0224.The dynamic height is computed by dividing the NAVD 88
 OW0224.geopotential number by the normal gravity value computed on the
 OW0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0224.degrees latitude (g = 980.6199 gals.).
 OW0224
 OW0224.The modeled gravity was interpolated from observed gravity values.
 OW0224
 OW0224;                    North         East    Units  Estimated Accuracy
 OW0224;SPC WYWC     -   319,500.      650,290.      MT  (+/- 180 meters Scaled)
 OW0224
 OW0224                          SUPERSEDED SURVEY CONTROL
 OW0224
 OW0224  NGVD 29 (06/08/92) 1470.626  (m)         4824.88   (f) ADJUSTED    1 2
 OW0224
 OW0224.Superseded values are not recommended for survey control.
 OW0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0224.See file dsdata.txt to determine how the superseded data were derived.
 OW0224
 OW0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP325064(NAD 83)
 OW0224_MARKER: I = METAL ROD
 OW0224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0224_SP_SET: STAINLESS STEEL ROD
 OW0224_STAMPING: G 330 1982
 OW0224_MARK LOGO: NGS   
 OW0224_PROJECTION: FLUSH
 OW0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0224_ROD/PIPE-DEPTH: 3.1  meters
 OW0224
 OW0224  HISTORY     - Date     Condition        Report By
 OW0224  HISTORY     - 1982     MONUMENTED       NGS
 OW0224
 OW0224                          STATION DESCRIPTION
 OW0224
 OW0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0224'16.3 KM (10.1 MI) NORTH FROM SHOSHONI.
 OW0224'16.3 KM (10.1 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0224'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.4 KM (0.25 MI) NORTH OF MILEPOST
 OW0224'110, 47.2 METERS (154.9 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD
 OW0224'LEADING WEST AND 30.2 KM (99.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 OW0224'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0224'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 OW0224'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0221 ***********************************************************************
 OV0221  DESIGNATION -  G 331
 OV0221  PID         -  OV0221
 OV0221  STATE/COUNTY-  WY/FREMONT
 OV0221  USGS QUAD   -  MONETA (1952)
 OV0221
 OV0221                         *CURRENT SURVEY CONTROL
 OV0221  ___________________________________________________________________
 OV0221* NAD 83(1986)-  43 14 42.     (N)    107 41 04.     (W)     SCALED    
 OV0221* NAVD 88     -      1665.635  (meters)    5464.67   (feet)  ADJUSTED  
 OV0221  ___________________________________________________________________
 OV0221  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 OV0221  DYNAMIC HT  -        1664.529 (meters)    5461.04  (feet)  COMP
 OV0221  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 OV0221
 OV0221  VERT ORDER  -  FIRST     CLASS II
 OV0221
 OV0221.The horizontal coordinates were scaled from a topographic map and have
 OV0221.an estimated accuracy of +/- 6 seconds.
 OV0221
 OV0221.The orthometric height was determined by differential leveling
 OV0221.and adjusted by the National Geodetic Survey in June 1991..
 OV0221
 OV0221.The geoid height was determined by GEOID03.
 OV0221
 OV0221.The dynamic height is computed by dividing the NAVD 88
 OV0221.geopotential number by the normal gravity value computed on the
 OV0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0221.degrees latitude (g = 980.6199 gals.).
 OV0221
 OV0221.The modeled gravity was interpolated from observed gravity values.
 OV0221
 OV0221;                    North         East    Units  Estimated Accuracy
 OV0221;SPC WYWC     -   305,420.      686,540.      MT  (+/- 180 meters Scaled)
 OV0221
 OV0221                          SUPERSEDED SURVEY CONTROL
 OV0221
 OV0221  NGVD 29 (06/08/92) 1664.604  (m)         5461.29   (f) ADJUSTED    1 2
 OV0221
 OV0221.Superseded values are not recommended for survey control.
 OV0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0221.See file dsdata.txt to determine how the superseded data were derived.
 OV0221
 OV0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH820915(NAD 83)
 OV0221_MARKER: DB = BENCH MARK DISK
 OV0221_SETTING: 66 = SET IN ROCK OUTCROP
 OV0221_SP_SET: ROCK OUTCROP
 OV0221_STAMPING: G 331 1982
 OV0221_MARK LOGO: NGS   
 OV0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0221+STABILITY: POSITION/ELEVATION WELL
 OV0221
 OV0221  HISTORY     - Date     Condition        Report By
 OV0221  HISTORY     - 1982     MONUMENTED       NGS
 OV0221
 OV0221                          STATION DESCRIPTION
 OV0221
 OV0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0221'43.3 KM (26.85 MI) EAST FROM SHOSHONI.
 OV0221'33.2 KM (20.6 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0221'WITH U. S. HIGHWAY 26 IN SHOSHONI, THENCE 10.1 KM (6.25 MI)
 OV0221'NORTHEASTERLY ALONG MONETA-LYSITE ROAD, IN THE CENTER OF A 47 BY 117
 OV0221'FT EXPOSED AREA OF OUTCROPPING BEDROCK AND 51.5 METERS (169.CO FT)
 OV0221'WEST OF THE CENTERLINE OF THE HIGHWAY.
 OV0221'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 OV0221'THE MARK IS 1.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0246 ***********************************************************************
 OV0246  DESIGNATION -  G 332
 OV0246  PID         -  OV0246
 OV0246  STATE/COUNTY-  WY/NATRONA
 OV0246  USGS QUAD   -  WALTMAN (1952)
 OV0246
 OV0246                         *CURRENT SURVEY CONTROL
 OV0246  ___________________________________________________________________
 OV0246* NAD 83(1986)-  43 04 27.     (N)    107 14 30.     (W)     SCALED    
 OV0246* NAVD 88     -      1860.911  (meters)    6105.34   (feet)  ADJUSTED  
 OV0246  ___________________________________________________________________
 OV0246  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 OV0246  DYNAMIC HT  -        1859.604 (meters)    6101.05  (feet)  COMP
 OV0246  MODELED GRAV-     979,852.2   (mgal)                       NAVD 88
 OV0246
 OV0246  VERT ORDER  -  FIRST     CLASS II
 OV0246
 OV0246.The horizontal coordinates were scaled from a topographic map and have
 OV0246.an estimated accuracy of +/- 6 seconds.
 OV0246
 OV0246.The orthometric height was determined by differential leveling
 OV0246.and adjusted by the National Geodetic Survey in June 1991..
 OV0246
 OV0246.The geoid height was determined by GEOID03.
 OV0246
 OV0246.The dynamic height is computed by dividing the NAVD 88
 OV0246.geopotential number by the normal gravity value computed on the
 OV0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0246.degrees latitude (g = 980.6199 gals.).
 OV0246
 OV0246.The modeled gravity was interpolated from observed gravity values.
 OV0246
 OV0246;                    North         East    Units  Estimated Accuracy
 OV0246;SPC WYEC     -   385,900.      407,470.      MT  (+/- 180 meters Scaled)
 OV0246
 OV0246                          SUPERSEDED SURVEY CONTROL
 OV0246
 OV0246  NGVD 29 (06/08/92) 1859.869  (m)         6101.92   (f) ADJUSTED    1 2
 OV0246
 OV0246.Superseded values are not recommended for survey control.
 OV0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0246.See file dsdata.txt to determine how the superseded data were derived.
 OV0246
 OV0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH175714(NAD 83)
 OV0246_MARKER: I = METAL ROD
 OV0246_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0246+WITH SETTING: INFORMATION.
 OV0246_SP_SET: SHALLOW SET METAL ROD
 OV0246_STAMPING: G 332 1982
 OV0246_MARK LOGO: NGS   
 OV0246_PROJECTION: FLUSH
 OV0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0246_ROD/PIPE-DEPTH: 2.4  meters
 OV0246
 OV0246  HISTORY     - Date     Condition        Report By
 OV0246  HISTORY     - 1982     MONUMENTED       NGS
 OV0246
 OV0246                          STATION DESCRIPTION
 OV0246
 OV0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0246'3.7 KM (2.3 MI) WEST FROM WALTMAN.
 OV0246'3.7 KM (2.3 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OV0246'COUNTY ROADS 104 AND 212 IN WALTMAN, 50.0 METERS (164.0 FT) NORTHWEST
 OV0246'OF A UTILITY POLE, 43.0 METERS (141.1 FT) SOUTHEAST OF MILEPOST 53,
 OV0246'30.3 METERS (99.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 18.3
 OV0246'METERS (60.0 FT) WEST OF THE CENTER OF A TRACK ROAD LEADING SOUTH.
 OV0246'NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS
 OV0246'THROUGH A 5-INCH LOGO CAP.
 OV0246'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OV0246'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0303 ***********************************************************************
 PX0303  DESIGNATION -  G 333
 PX0303  PID         -  PX0303
 PX0303  STATE/COUNTY-  WY/BIG HORN
 PX0303  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0303
 PX0303                         *CURRENT SURVEY CONTROL
 PX0303  ___________________________________________________________________
 PX0303* NAD 83(1986)-  44 16 53.     (N)    108 02 27.     (W)     SCALED    
 PX0303* NAVD 88     -      1243.621  (meters)    4080.11   (feet)  ADJUSTED  
 PX0303  ___________________________________________________________________
 PX0303  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 PX0303  DYNAMIC HT  -        1243.063 (meters)    4078.28  (feet)  COMP
 PX0303  MODELED GRAV-     980,127.3   (mgal)                       NAVD 88
 PX0303
 PX0303  VERT ORDER  -  FIRST     CLASS II
 PX0303
 PX0303.The horizontal coordinates were scaled from a topographic map and have
 PX0303.an estimated accuracy of +/- 6 seconds.
 PX0303
 PX0303.The orthometric height was determined by differential leveling
 PX0303.and adjusted by the National Geodetic Survey in June 1991..
 PX0303
 PX0303.The geoid height was determined by GEOID03.
 PX0303
 PX0303.The dynamic height is computed by dividing the NAVD 88
 PX0303.geopotential number by the normal gravity value computed on the
 PX0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0303.degrees latitude (g = 980.6199 gals.).
 PX0303
 PX0303.The modeled gravity was interpolated from observed gravity values.
 PX0303
 PX0303;                    North         East    Units  Estimated Accuracy
 PX0303;SPC WYEC     -   520,260.      343,530.      MT  (+/- 180 meters Scaled)
 PX0303
 PX0303                          SUPERSEDED SURVEY CONTROL
 PX0303
 PX0303  NGVD 29 (06/08/92) 1242.803  (m)         4077.43   (f) ADJUSTED    1 2
 PX0303
 PX0303.Superseded values are not recommended for survey control.
 PX0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0303.See file dsdata.txt to determine how the superseded data were derived.
 PX0303
 PX0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ361073(NAD 83)
 PX0303_MARKER: DB = BENCH MARK DISK
 PX0303_SETTING: 66 = SET IN ROCK OUTCROP
 PX0303_SP_SET: ROCK OUTCROP
 PX0303_STAMPING: G 333 1982
 PX0303_MARK LOGO: NGS   
 PX0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0303+STABILITY: POSITION/ELEVATION WELL
 PX0303
 PX0303  HISTORY     - Date     Condition        Report By
 PX0303  HISTORY     - 1982     MONUMENTED       NGS
 PX0303
 PX0303                          STATION DESCRIPTION
 PX0303
 PX0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0303'37.4 KM (23.25 MI) NORT FROM WORLAND.
 PX0303'37.4 KM (23.25 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PX0303'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, IN THE CENTER
 PX0303'OF THE SOUTHERN 1/2 OF A 10 BY 40 FT EXPOSED AREA OF OUTCROPPING
 PX0303'BEDROCK, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION OF ELK CREEK ROAD,
 PX0303'49.0 METERS (160.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 PX0303'3.7 METERS (12.1 FT) SOUTHWEST OF A FENCE.
 PX0303'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 PX0303'THE MARK IS 6.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0257 ***********************************************************************
 OV0257  DESIGNATION -  G 334
 OV0257  PID         -  OV0257
 OV0257  STATE/COUNTY-  WY/NATRONA
 OV0257  USGS QUAD   -  HELLS HALF ACRE (1968)
 OV0257
 OV0257                         *CURRENT SURVEY CONTROL
 OV0257  ___________________________________________________________________
 OV0257* NAD 83(1986)-  43 02 04.     (N)    107 01 08.     (W)     SCALED    
 OV0257* NAVD 88     -      1729.127  (meters)    5672.98   (feet)  ADJUSTED  
 OV0257  ___________________________________________________________________
 OV0257  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 OV0257  DYNAMIC HT  -        1727.964 (meters)    5669.16  (feet)  COMP
 OV0257  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 OV0257
 OV0257  VERT ORDER  -  FIRST     CLASS II
 OV0257
 OV0257.The horizontal coordinates were scaled from a topographic map and have
 OV0257.an estimated accuracy of +/- 6 seconds.
 OV0257
 OV0257.The orthometric height was determined by differential leveling
 OV0257.and adjusted by the National Geodetic Survey in June 1991..
 OV0257
 OV0257.The geoid height was determined by GEOID03.
 OV0257
 OV0257.The dynamic height is computed by dividing the NAVD 88
 OV0257.geopotential number by the normal gravity value computed on the
 OV0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0257.degrees latitude (g = 980.6199 gals.).
 OV0257
 OV0257.The modeled gravity was interpolated from observed gravity values.
 OV0257
 OV0257;                    North         East    Units  Estimated Accuracy
 OV0257;SPC WYEC     -   381,530.      425,620.      MT  (+/- 180 meters Scaled)
 OV0257
 OV0257                          SUPERSEDED SURVEY CONTROL
 OV0257
 OV0257  NGVD 29 (06/08/92) 1728.140  (m)         5669.74   (f) ADJUSTED    1 2
 OV0257
 OV0257.Superseded values are not recommended for survey control.
 OV0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0257.See file dsdata.txt to determine how the superseded data were derived.
 OV0257
 OV0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH355666(NAD 83)
 OV0257_MARKER: DB = BENCH MARK DISK
 OV0257_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OV0257_SP_SET: ABUTMENT
 OV0257_STAMPING: G 334 1982
 OV0257_MARK LOGO: NGS   
 OV0257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0257+STABILITY: POSITION/ELEVATION WELL
 OV0257
 OV0257  HISTORY     - Date     Condition        Report By
 OV0257  HISTORY     - 1982     MONUMENTED       NGS
 OV0257
 OV0257                          STATION DESCRIPTION
 OV0257
 OV0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0257'15.3 KM (9.5 MI) EAST FROM WALTMAN.
 OV0257'15.3 KM (9.5 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0257'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, IN THE SOUTHWEST END OF THE
 OV0257'SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE SOUTH FORK
 OV0257'OF THE POWDER RIVER, 6.4 METERS (21.0 FT) SOUTHWEST OF THE CENTERLINE
 OV0257'OF THE HIGHWAY AND 4.7 METERS (15.4 FT) NORTWEST OF THE SOUTHEAST END
 OV0257'OF THE OVERPASS.
 OV0257'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0233 ***********************************************************************
 NR0233  DESIGNATION -  G 335
 NR0233  PID         -  NR0233
 NR0233  STATE/COUNTY-  WY/NATRONA
 NR0233  USGS QUAD   -  CASPER (1984)
 NR0233
 NR0233                         *CURRENT SURVEY CONTROL
 NR0233  ___________________________________________________________________
 NR0233* NAD 83(1986)-  42 51 25.     (N)    106 19 29.     (W)     SCALED    
 NR0233* NAVD 88     -      1564.060  (meters)    5131.42   (feet)  ADJUSTED  
 NR0233  ___________________________________________________________________
 NR0233  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NR0233  DYNAMIC HT  -        1563.090 (meters)    5128.24  (feet)  COMP
 NR0233  MODELED GRAV-     979,945.2   (mgal)                       NAVD 88
 NR0233
 NR0233  VERT ORDER  -  FIRST     CLASS II
 NR0233
 NR0233.The horizontal coordinates were scaled from a topographic map and have
 NR0233.an estimated accuracy of +/- 6 seconds.
 NR0233
 NR0233.The orthometric height was determined by differential leveling
 NR0233.and adjusted by the National Geodetic Survey in June 1991..
 NR0233
 NR0233.The geoid height was determined by GEOID03.
 NR0233
 NR0233.The dynamic height is computed by dividing the NAVD 88
 NR0233.geopotential number by the normal gravity value computed on the
 NR0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0233.degrees latitude (g = 980.6199 gals.).
 NR0233
 NR0233.The modeled gravity was interpolated from observed gravity values.
 NR0233
 NR0233;                    North         East    Units  Estimated Accuracy
 NR0233;SPC WYEC     -   362,260.      482,430.      MT  (+/- 180 meters Scaled)
 NR0233
 NR0233                          SUPERSEDED SURVEY CONTROL
 NR0233
 NR0233  NGVD 29 (06/08/92) 1563.189  (m)         5128.56   (f) ADJUSTED    1 2
 NR0233
 NR0233.Superseded values are not recommended for survey control.
 NR0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0233.See file dsdata.txt to determine how the superseded data were derived.
 NR0233
 NR0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH917457(NAD 83)
 NR0233_MARKER: DB = BENCH MARK DISK
 NR0233_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0233_SP_SET: BRIDGE ABUTMENT
 NR0233_STAMPING: G 335 1982
 NR0233_MARK LOGO: NGS   
 NR0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0233+STABILITY: POSITION/ELEVATION WELL
 NR0233
 NR0233  HISTORY     - Date     Condition        Report By
 NR0233  HISTORY     - 1982     MONUMENTED       NGS
 NR0233  HISTORY     - 1982     GOOD             NGS
 NR0233  HISTORY     - 1985     GOOD             NGS
 NR0233
 NR0233                          STATION DESCRIPTION
 NR0233
 NR0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0233'IN CASPER.
 NR0233'IN CASPER, AT THE JUNCTION OF INTERSTATE HIGHWAY 25 AND CENTER STREET,
 NR0233'IN TOP OF AND 1.6 METERS (5.2 FT) SOUTH OF THE NORTH END OF THE EAST
 NR0233'CONCRETE ABUTMENT OF THE WEST BOUND HIGHWAY OVERPASS OF THE STREET AND
 NR0233'4,5 METERS (14.8 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 NR0233'OF THE HIGHWAY.
 NR0233'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 NR0233
 NR0233                          STATION RECOVERY (1982)
 NR0233
 NR0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0233'RECOVERED IN GOOD CONDITION.
 NR0233
 NR0233                          STATION RECOVERY (1985)
 NR0233
 NR0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NR0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0297 ***********************************************************************
 NR0297  FBN         -  This is a Federal Base Network Control Station.
 NR0297  DESIGNATION -  G 336
 NR0297  PID         -  NR0297
 NR0297  STATE/COUNTY-  WY/CARBON
 NR0297  USGS QUAD   -  MUDDY GAP (1981)
 NR0297
 NR0297                         *CURRENT SURVEY CONTROL
 NR0297  ___________________________________________________________________
 NR0297* NAD 83(1993)-  42 22 12.98284(N)    107 25 54.14871(W)     ADJUSTED  
 NR0297* NAVD 88     -      1896.367  (meters)    6221.66   (feet)  ADJUSTED  
 NR0297  ___________________________________________________________________
 NR0297  X           -  -1,414,195.965 (meters)                     COMP
 NR0297  Y           -  -4,503,968.495 (meters)                     COMP
 NR0297  Z           -   4,277,348.623 (meters)                     COMP
 NR0297  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 NR0297  ELLIP HEIGHT-        1883.45  (meters)          (02/28/01) GPS OBS
 NR0297  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 NR0297  DYNAMIC HT  -        1894.929 (meters)    6216.95  (feet)  COMP
 NR0297  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 NR0297
 NR0297  HORZ ORDER  -  B
 NR0297  VERT ORDER  -  FIRST     CLASS II
 NR0297  ELLP ORDER  -  SECOND    CLASS I
 NR0297
 NR0297.The horizontal coordinates were established by GPS observations
 NR0297.and adjusted by the National Geodetic Survey in October 1994..
 NR0297
 NR0297.The orthometric height was determined by differential leveling
 NR0297.and adjusted by the National Geodetic Survey in June 1991..
 NR0297
 NR0297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NR0297
 NR0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0297
 NR0297.The ellipsoidal height was determined by GPS observations
 NR0297.and is referenced to NAD 83.
 NR0297
 NR0297.The geoid height was determined by GEOID03.
 NR0297
 NR0297.The dynamic height is computed by dividing the NAVD 88
 NR0297.geopotential number by the normal gravity value computed on the
 NR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0297.degrees latitude (g = 980.6199 gals.).
 NR0297
 NR0297.The modeled gravity was interpolated from observed gravity values.
 NR0297
 NR0297;                    North         East     Units Scale Factor Converg.
 NR0297;SPC WYEC     -   307,708.605   391,897.513   MT  0.99993831   -0 03 58.7
 NR0297;UTM  13      - 4,693,752.828   299,777.836   MT  1.00009327   -1 38 21.5
 NR0297
 NR0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0297!SPC WYEC     -   0.99970470  x   0.99993831  =   0.99964302
 NR0297!UTM  13      -   0.99970470  x   1.00009327  =   0.99979794
 NR0297
 NR0297                          SUPERSEDED SURVEY CONTROL
 NR0297
 NR0297  ELLIP H (10/19/94) 1883.47   (m)                       GP(       ) 4 1
 NR0297  NAVD 88 (10/19/94) 1896.37   (m)         6221.7    (f) LEVELING    3  
 NR0297  NGVD 29 (06/08/92) 1895.301  (m)         6218.17   (f) ADJUSTED    1 2
 NR0297
 NR0297.Superseded values are not recommended for survey control.
 NR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0297.See file dsdata.txt to determine how the superseded data were derived.
 NR0297
 NR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG9977893753(NAD 83)
 NR0297_MARKER: I = METAL ROD
 NR0297_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NR0297_SP_SET: STAINLESS STEEL ROD
 NR0297_STAMPING: G 336 1982
 NR0297_MARK LOGO: NGS   
 NR0297_PROJECTION: FLUSH
 NR0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 NR0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0297+STABILITY: POSITION/ELEVATION WELL
 NR0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NR0297+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1999
 NR0297_ROD/PIPE-DEPTH: 7.6  meters
 NR0297
 NR0297  HISTORY     - Date     Condition        Report By
 NR0297  HISTORY     - 1982     MONUMENTED       NGS
 NR0297  HISTORY     - 19930803 GOOD             NGS
 NR0297  HISTORY     - 19990721 GOOD             NGS
 NR0297
 NR0297                          STATION DESCRIPTION
 NR0297
 NR0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0297'1.3 KM (0.8 MI) NE FROM MUDDY GAP.
 NR0297'1.3 KM (0.8 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0297'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0297'0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 45 AND 29.9 METERS (98.1 FT)
 NR0297'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 NR0297'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0297'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 NR0297
 NR0297                          STATION RECOVERY (1993)
 NR0297
 NR0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 NR0297'NOTE--PUNCH HOLE TOP CENTER ON ROD NEEDED FOR GPS OBSERVATIONS.
 NR0297'STATION IS LOCATED ABOUT 70 KM (43.50 MI) NORTH OF RAWLINS, 23 KM
 NR0297'(14.30 MI) EAST OF JEFFREY CITY, 1.3 KM (0.80 MI) NORTHEAST OF MUDDY
 NR0297'GAP JUNCTION, ALONG STATE HIGHWAY 220, ON THE RIGHT-OF-WAY, AT MILE
 NR0297'45.1, IN CENTRAL SECTION 26, T 28 N, R 89 W.  OWNERSHIP--STATE HIGHWAY
 NR0297'DEPARTMENT. TO REACH FROM THE JUNCTION OF US HIGHWAY 287 AND STATE
 NR0297'HIGHWAYS 220 AND 789 AT MUDDY GAP JUNCTION, GO NORTHEAST ON HIGHWAY
 NR0297'220 FOR 0.81 KM (0.50 MI) TO A STATE GRAVEL STORAGE YARD ENTRANCE ON
 NR0297'THE LEFT. CONTINUE AHEAD FOR 0.49 KM (0.30 MI) TO THE STATION ON THE
 NR0297'LEFT. STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED
 NR0297'IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 3 CM BELOW GROUND.
 NR0297'IT IS 29.7 M (97.4 FT) NORTHWEST OF, AND SLIGHTLY LOWER THAN THE
 NR0297'HIGHWAY CENTER, AND 0.3 M (1.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 NR0297'POST IN THE RIGHT-OF-WAY FENCE. DESCRIBED BY G.R.HEID
 NR0297
 NR0297                          STATION RECOVERY (1999)
 NR0297
 NR0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 NR0297'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 NR0297'CONDITION AND AS PREVIOUSLY DESCRIBED.  ADD 0.76 M (2.49 FT) NORTH OF
 NR0297'A WYDOT FIBERGLASS WITNESS POST AND SURROUNDED BY 3 HEAVY GAUGE METAL
 NR0297'I-BEAM POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0317 ***********************************************************************
 NR0317  DESIGNATION -  G 337
 NR0317  PID         -  NR0317
 NR0317  STATE/COUNTY-  WY/CARBON
 NR0317  USGS QUAD   -  BOGGY MEADOWS (1981)
 NR0317
 NR0317                         *CURRENT SURVEY CONTROL
 NR0317  ___________________________________________________________________
 NR0317* NAD 83(1986)-  42 00 44.     (N)    107 22 10.     (W)     SCALED    
 NR0317* NAVD 88     -      1984.545  (meters)    6510.96   (feet)  ADJUSTED  
 NR0317  ___________________________________________________________________
 NR0317  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 NR0317  DYNAMIC HT  -        1982.918 (meters)    6505.62  (feet)  COMP
 NR0317  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 NR0317
 NR0317  VERT ORDER  -  FIRST     CLASS II
 NR0317
 NR0317.The horizontal coordinates were scaled from a topographic map and have
 NR0317.an estimated accuracy of +/- 6 seconds.
 NR0317
 NR0317.The orthometric height was determined by differential leveling
 NR0317.and adjusted by the National Geodetic Survey in June 1991..
 NR0317
 NR0317.The geoid height was determined by GEOID03.
 NR0317
 NR0317.The dynamic height is computed by dividing the NAVD 88
 NR0317.geopotential number by the normal gravity value computed on the
 NR0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0317.degrees latitude (g = 980.6199 gals.).
 NR0317
 NR0317.The modeled gravity was interpolated from observed gravity values.
 NR0317
 NR0317;                    North         East    Units  Estimated Accuracy
 NR0317;SPC WYEC     -   267,940.      397,010.      MT  (+/- 180 meters Scaled)
 NR0317
 NR0317                          SUPERSEDED SURVEY CONTROL
 NR0317
 NR0317  NGVD 29 (06/08/92) 1983.417  (m)         6507.26   (f) ADJUSTED    1 2
 NR0317
 NR0317.Superseded values are not recommended for survey control.
 NR0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0317.See file dsdata.txt to determine how the superseded data were derived.
 NR0317
 NR0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG038538(NAD 83)
 NR0317_MARKER: I = METAL ROD
 NR0317_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0317_SP_SET: STAINLESS STEEL ROD
 NR0317_STAMPING: G 337 1982
 NR0317_MARK LOGO: NGS   
 NR0317_PROJECTION: FLUSH
 NR0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0317_ROD/PIPE-DEPTH: 16.5 meters
 NR0317
 NR0317  HISTORY     - Date     Condition        Report By
 NR0317  HISTORY     - 1982     MONUMENTED       NGS
 NR0317
 NR0317                          STATION DESCRIPTION
 NR0317
 NR0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0317'28.6 KM (17.75 MI) NORT FROM RAWLINS.
 NR0317'28.6 KM (17.75 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0317'WITH U.S. HIGHWAY 30 IN RAWLINS, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 18
 NR0317'AND 37.5 METERS (123.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 NR0317'NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0317'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 NR0317'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0264 ***********************************************************************
 NR0264  DESIGNATION -  G 338
 NR0264  PID         -  NR0264
 NR0264  STATE/COUNTY-  WY/NATRONA
 NR0264  USGS QUAD   -  ALCOVA (1984)
 NR0264
 NR0264                         *CURRENT SURVEY CONTROL
 NR0264  ___________________________________________________________________
 NR0264* NAD 83(1986)-  42 33 38.     (N)    106 44 17.     (W)     SCALED    
 NR0264* NAVD 88     -      1678.367  (meters)    5506.44   (feet)  ADJUSTED  
 NR0264  ___________________________________________________________________
 NR0264  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 NR0264  DYNAMIC HT  -        1677.254 (meters)    5502.79  (feet)  COMP
 NR0264  MODELED GRAV-     979,898.0   (mgal)                       NAVD 88
 NR0264
 NR0264  VERT ORDER  -  FIRST     CLASS II
 NR0264
 NR0264.The horizontal coordinates were scaled from a topographic map and have
 NR0264.an estimated accuracy of +/- 6 seconds.
 NR0264
 NR0264.The orthometric height was determined by differential leveling
 NR0264.and adjusted by the National Geodetic Survey in June 1991..
 NR0264
 NR0264.The geoid height was determined by GEOID03.
 NR0264
 NR0264.The dynamic height is computed by dividing the NAVD 88
 NR0264.geopotential number by the normal gravity value computed on the
 NR0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0264.degrees latitude (g = 980.6199 gals.).
 NR0264
 NR0264.The modeled gravity was interpolated from observed gravity values.
 NR0264
 NR0264;                    North         East    Units  Estimated Accuracy
 NR0264;SPC WYEC     -   329,010.      448,880.      MT  (+/- 180 meters Scaled)
 NR0264
 NR0264                          SUPERSEDED SURVEY CONTROL
 NR0264
 NR0264  NGVD 29 (06/08/92) 1677.459  (m)         5503.46   (f) ADJUSTED    1 2
 NR0264
 NR0264.Superseded values are not recommended for survey control.
 NR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0264.See file dsdata.txt to determine how the superseded data were derived.
 NR0264
 NR0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH573134(NAD 83)
 NR0264_MARKER: DB = BENCH MARK DISK
 NR0264_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0264_SP_SET: ABUTMENT
 NR0264_STAMPING: G 338 1982
 NR0264_MARK LOGO: NGS   
 NR0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0264
 NR0264  HISTORY     - Date     Condition        Report By
 NR0264  HISTORY     - 1982     MONUMENTED       NGS
 NR0264
 NR0264                          STATION DESCRIPTION
 NR0264
 NR0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0264'44.2 KM (27.45 MI) SW FROM CASPER.
 NR0264'44.2 KM (27.45 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0264'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN TOP OF AND 1.2 METERS
 NR0264'(3.9 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 NR0264'HIGHWAY OVERPASS OF CASPER CANAL (BRIDGE NUMBER 8581), AND 6.1 METERS
 NR0264'(20.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 NR0264'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0706 ***********************************************************************
 PY0706  DESIGNATION -  G 339
 PY0706  PID         -  PY0706
 PY0706  STATE/COUNTY-  WY/TETON
 PY0706  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0706
 PY0706                         *CURRENT SURVEY CONTROL
 PY0706  ___________________________________________________________________
 PY0706* NAD 83(1986)-  44 41 30.     (N)    110 44 47.     (W)     SCALED    
 PY0706* NAVD 88     -      2237.486  (meters)    7340.82   (feet)  ADJUSTED  
 PY0706  ___________________________________________________________________
 PY0706  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 PY0706  DYNAMIC HT  -        2236.076 (meters)    7336.19  (feet)  COMP
 PY0706  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 PY0706
 PY0706  VERT ORDER  -  FIRST     CLASS II
 PY0706
 PY0706.The horizontal coordinates were scaled from a topographic map and have
 PY0706.an estimated accuracy of +/- 6 seconds.
 PY0706
 PY0706.The orthometric height was determined by differential leveling
 PY0706.and adjusted by the National Geodetic Survey in June 1991..
 PY0706
 PY0706.The geoid height was determined by GEOID03.
 PY0706
 PY0706.The dynamic height is computed by dividing the NAVD 88
 PY0706.geopotential number by the normal gravity value computed on the
 PY0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0706.degrees latitude (g = 980.6199 gals.).
 PY0706
 PY0706.The modeled gravity was interpolated from observed gravity values.
 PY0706
 PY0706;                    North         East    Units  Estimated Accuracy
 PY0706;SPC WY W     -   565,820.      747,440.      MT  (+/- 180 meters Scaled)
 PY0706
 PY0706                          SUPERSEDED SURVEY CONTROL
 PY0706
 PY0706  NGVD 29 (08/20/92) 2236.124  (m)         7336.35   (f) ADJUSTED    1 2
 PY0706
 PY0706.Superseded values are not recommended for survey control.
 PY0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0706.See file dsdata.txt to determine how the superseded data were derived.
 PY0706
 PY0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ200487(NAD 83)
 PY0706_MARKER: DB = BENCH MARK DISK
 PY0706_SETTING: 66 = SET IN ROCK OUTCROP
 PY0706_SP_SET: BEDROCK
 PY0706_STAMPING: G 339 1983
 PY0706_MARK LOGO: NGS   
 PY0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0706+STABILITY: POSITION/ELEVATION WELL
 PY0706
 PY0706  HISTORY     - Date     Condition        Report By
 PY0706  HISTORY     - 1983     MONUMENTED       NGS
 PY0706  HISTORY     - 1987     GOOD             NGS
 PY0706
 PY0706                          STATION DESCRIPTION
 PY0706
 PY0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0706'5.9 KM (3.36 MI) SOUTH FROM NORRIS JUNCTION.
 PY0706'5.9 KM (3.65 MI) SOUTHERLY ALONG NORRIS JUNCTION-MADISON JUNCTION
 PY0706'HIGHWAY FROM THE MUSEUM BUILDING IN NORRIS JUNCTION, THE 0.4 METER
 PY0706'(1.3 FT) WEST OF THE EAST END OF A 3 BY 5 FT EXPOSED AREA OF ROCK
 PY0706'OUTCROP, AND 13.1 METERS (43.0 FT) EAST OF THE CENTERLINE OF THE
 PY0706'HIGHWAY.
 PY0706'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 PY0706
 PY0706                          STATION RECOVERY (1987)
 PY0706
 PY0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0490 ***********************************************************************
 MP0490  DESIGNATION -  G 339 X
 MP0490  PID         -  MP0490
 MP0490  STATE/COUNTY-  WY/CARBON
 MP0490  USGS QUAD   -  COMO WEST (1982)
 MP0490
 MP0490                         *CURRENT SURVEY CONTROL
 MP0490  ___________________________________________________________________
 MP0490* NAD 83(1986)-  41 54 13.     (N)    106 27 06.     (W)     SCALED    
 MP0490* NAVD 88     -      2084.392  (meters)    6838.54   (feet)  ADJUSTED  
 MP0490  ___________________________________________________________________
 MP0490  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 MP0490  DYNAMIC HT  -        2082.528 (meters)    6832.43  (feet)  COMP
 MP0490  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 MP0490
 MP0490  VERT ORDER  -  FIRST     CLASS II
 MP0490
 MP0490.The horizontal coordinates were scaled from a topographic map and have
 MP0490.an estimated accuracy of +/- 6 seconds.
 MP0490
 MP0490.The orthometric height was determined by differential leveling
 MP0490.and adjusted by the National Geodetic Survey in June 1991..
 MP0490
 MP0490.The geoid height was determined by GEOID03.
 MP0490
 MP0490.The dynamic height is computed by dividing the NAVD 88
 MP0490.geopotential number by the normal gravity value computed on the
 MP0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0490.degrees latitude (g = 980.6199 gals.).
 MP0490
 MP0490.The modeled gravity was interpolated from observed gravity values.
 MP0490
 MP0490;                    North         East    Units  Estimated Accuracy
 MP0490;SPC WYEC     -   256,250.      473,150.      MT  (+/- 180 meters Scaled)
 MP0490
 MP0490                          SUPERSEDED SURVEY CONTROL
 MP0490
 MP0490  NGVD 29 (06/08/92) 2083.146  (m)         6834.45   (f) ADJUSTED    1 2
 MP0490
 MP0490.Superseded values are not recommended for survey control.
 MP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0490.See file dsdata.txt to determine how the superseded data were derived.
 MP0490
 MP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG795400(NAD 83)
 MP0490_MARKER: I = METAL ROD
 MP0490_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MP0490+WITH SETTING: INFORMATION.
 MP0490_SP_SET: SHALLOW SET METAL ROD
 MP0490_STAMPING: G 339 X 1983
 MP0490_MARK LOGO: NGS   
 MP0490_PROJECTION: FLUSH
 MP0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0490_ROD/PIPE-DEPTH: 1.8  meters
 MP0490
 MP0490  HISTORY     - Date     Condition        Report By
 MP0490  HISTORY     - 1983     MONUMENTED       NGS
 MP0490
 MP0490                          STATION DESCRIPTION
 MP0490
 MP0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0490'10.5 KM (6.5 MI) EAST FROM HANNA.
 MP0490'10.5 KM (6.5 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0490'STATION IN HANNA, 0.8 KM (0.5 MI) SOUTHWEST OF THE CENTER OF A UTILITY
 MP0490'LINE CROSSING, 0.7 KM (0.45 MI) SOUTHWEST OF MILEPOST 636, 29.4 METERS
 MP0490'(96.5 FT) NORTHWEST OF THE NEAR RAIL, AND 1.3 METERS (4.3 FT) EAST OF
 MP0490'A UTILITY POLE.  NOTE=THE DATUM POINT IS STAMPED G 339 1983.  REFUSAL
 MP0490'WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MP0490'LOGO CAP.
 MP0490'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MP0490'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0249 ***********************************************************************
 OU0249  DESIGNATION -  G 34
 OU0249  PID         -  OU0249
 OU0249  STATE/COUNTY-  WY/CAMPBELL
 OU0249  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0249
 OU0249                         *CURRENT SURVEY CONTROL
 OU0249  ___________________________________________________________________
 OU0249* NAD 83(1986)-  43 40 38.     (N)    105 47 05.     (W)     SCALED    
 OU0249* NAVD 88     -      1633.366  (meters)    5358.80   (feet)  ADJUSTED  
 OU0249  ___________________________________________________________________
 OU0249  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 OU0249  DYNAMIC HT  -        1632.457 (meters)    5355.82  (feet)  COMP
 OU0249  MODELED GRAV-     980,005.2   (mgal)                       NAVD 88
 OU0249  OBS GRAVITY -     980,007.1   (mgal)                       GRAV_OBS
 OU0249
 OU0249  VERT ORDER  -  FIRST     CLASS II
 OU0249
 OU0249.The horizontal coordinates were scaled from a topographic map and have
 OU0249.an estimated accuracy of +/- 6 seconds.
 OU0249
 OU0249.The orthometric height was determined by differential leveling
 OU0249.and adjusted by the National Geodetic Survey in June 1991..
 OU0249
 OU0249.The geoid height was determined by GEOID03.
 OU0249
 OU0249.The dynamic height is computed by dividing the NAVD 88
 OU0249.geopotential number by the normal gravity value computed on the
 OU0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0249.degrees latitude (g = 980.6199 gals.).
 OU0249
 OU0249.The modeled gravity was interpolated from observed gravity values.
 OU0249.The observed gravity was obtained from relative gravimeter ties
 OU0249.to the IGSN71 gravity network.
 OU0249
 OU0249;                    North         East    Units  Estimated Accuracy
 OU0249;SPC WY E     -   353,070.      150,160.      MT  (+/- 180 meters Scaled)
 OU0249
 OU0249                          SUPERSEDED SURVEY CONTROL
 OU0249
 OU0249  NGVD 29 (??/??/92) 1632.539  (m)         5356.09   (f) ADJ UNCH    1 2
 OU0249
 OU0249.Superseded values are not recommended for survey control.
 OU0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0249.See file dsdata.txt to determine how the superseded data were derived.
 OU0249
 OU0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ367363(NAD 83)
 OU0249_MARKER: DB = BENCH MARK DISK
 OU0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0249_STAMPING: G 34 1933
 OU0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0249+STABILITY: SURFACE MOTION
 OU0249
 OU0249  HISTORY     - Date     Condition        Report By
 OU0249  HISTORY     - 1933     MONUMENTED       CGS
 OU0249  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0249
 OU0249                          STATION DESCRIPTION
 OU0249
 OU0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0249'4.2 MI N FROM PINE TREE.
 OU0249'4.2 MILES NORTH ALONG OLD STATE HIGHWAY 316 FROM THE POST OFFICE
 OU0249'AND STORE AT PINE TREE, CAMPBELL COUNTY, AT THE JUNCTION OF A
 OU0249'ROAD LEADING EAST TO CACTUS SCHOOL, 31 FEET EAST OF THE CENTER
 OU0249'LINE OF THE OLD HIGHWAY, AND 51 FEET SOUTH OF THE CENTER LINE
 OU0249'OF THE ROAD.  A STANDARD DISK, STAMPED G 34 1933 AND SET IN THE
 OU0249'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OU0249
 OU0249                          STATION RECOVERY (1985)
 OU0249
 OU0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0249'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0313 ***********************************************************************
 OU0313  DESIGNATION -  G 34 RESET
 OU0313  PID         -  OU0313
 OU0313  STATE/COUNTY-  WY/CAMPBELL
 OU0313  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0313
 OU0313                         *CURRENT SURVEY CONTROL
 OU0313  ___________________________________________________________________
 OU0313* NAD 83(1986)-  43 40 38.     (N)    105 47 07.     (W)     SCALED    
 OU0313* NAVD 88     -      1632.475  (meters)    5355.88   (feet)  ADJUSTED  
 OU0313  ___________________________________________________________________
 OU0313  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 OU0313  DYNAMIC HT  -        1631.567 (meters)    5352.90  (feet)  COMP
 OU0313  MODELED GRAV-     980,005.2   (mgal)                       NAVD 88
 OU0313
 OU0313  VERT ORDER  -  FIRST     CLASS II
 OU0313
 OU0313.The horizontal coordinates were scaled from a topographic map and have
 OU0313.an estimated accuracy of +/- 6 seconds.
 OU0313
 OU0313.The orthometric height was determined by differential leveling
 OU0313.and adjusted by the National Geodetic Survey in June 1991..
 OU0313
 OU0313.The geoid height was determined by GEOID03.
 OU0313
 OU0313.The dynamic height is computed by dividing the NAVD 88
 OU0313.geopotential number by the normal gravity value computed on the
 OU0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0313.degrees latitude (g = 980.6199 gals.).
 OU0313
 OU0313.The modeled gravity was interpolated from observed gravity values.
 OU0313
 OU0313;                    North         East    Units  Estimated Accuracy
 OU0313;SPC WY E     -   353,070.      150,120.      MT  (+/- 180 meters Scaled)
 OU0313
 OU0313                          SUPERSEDED SURVEY CONTROL
 OU0313
 OU0313  NGVD 29 (06/08/92) 1631.648  (m)         5353.17   (f) ADJUSTED    1 2
 OU0313
 OU0313.Superseded values are not recommended for survey control.
 OU0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0313.See file dsdata.txt to determine how the superseded data were derived.
 OU0313
 OU0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ367363(NAD 83)
 OU0313_MARKER: DB = BENCH MARK DISK
 OU0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0313_SP_SET: CONCRETE POST
 OU0313_STAMPING: G 34 RESET 1983
 OU0313_MARK LOGO: NGS   
 OU0313_PROJECTION: FLUSH
 OU0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0313+STABILITY: SURFACE MOTION
 OU0313
 OU0313  HISTORY     - Date     Condition        Report By
 OU0313  HISTORY     - 1983     MONUMENTED       NGS
 OU0313  HISTORY     - 1985     GOOD             NGS
 OU0313
 OU0313                          STATION DESCRIPTION
 OU0313
 OU0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0313'6.7 KM (4.15 MI) NORTH FROM PINE TREE JUNCTION.
 OU0313'6.7 KM (4.15 MI) NORTH ALONG STATE HIGHWAY 50 FROM PINE TREE JUNCTION,
 OU0313'IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING
 OU0313'NORTHWEST, AT A T JUNCTION IN THE RIGHT OF WAY FENCE, 34.4 METERS
 OU0313'(113 FT) WEST OF THE HIGHWAY CENTERLINE, 47.0 METERS (154 FT) NORTH OF
 OU0313'THE EXTENDED CENTER OF A GRAVEL ROAD LEADING EAST, 7.0 METERS (23 FT)
 OU0313'SOUTH OF THE EAST-WEST FENCE AND 4.0 METERS (13 FT) EAST OF THE RIGHT
 OU0313'OF WAY FENCE.
 OU0313'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 OU0313'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0596 ***********************************************************************
 MR0596  DESIGNATION -  G 340
 MR0596  PID         -  MR0596
 MR0596  STATE/COUNTY-  WY/UINTA
 MR0596  USGS QUAD   -  BRIDGER (1978)
 MR0596
 MR0596                         *CURRENT SURVEY CONTROL
 MR0596  ___________________________________________________________________
 MR0596* NAD 83(1986)-  41 23 19.     (N)    110 35 02.     (W)     SCALED    
 MR0596* NAVD 88     -      2022.052  (meters)    6634.02   (feet)  ADJUSTED  
 MR0596  ___________________________________________________________________
 MR0596  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 MR0596  DYNAMIC HT  -        2020.273 (meters)    6628.18  (feet)  COMP
 MR0596  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 MR0596
 MR0596  VERT ORDER  -  FIRST     CLASS II
 MR0596
 MR0596.The horizontal coordinates were scaled from a topographic map and have
 MR0596.an estimated accuracy of +/- 6 seconds.
 MR0596
 MR0596.The orthometric height was determined by differential leveling
 MR0596.and adjusted by the National Geodetic Survey in June 1991..
 MR0596
 MR0596.The geoid height was determined by GEOID03.
 MR0596
 MR0596.The dynamic height is computed by dividing the NAVD 88
 MR0596.geopotential number by the normal gravity value computed on the
 MR0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0596.degrees latitude (g = 980.6199 gals.).
 MR0596
 MR0596.The modeled gravity was interpolated from observed gravity values.
 MR0596
 MR0596;                    North         East    Units  Estimated Accuracy
 MR0596;SPC WY W     -   198,800.      758,140.      MT  (+/- 180 meters Scaled)
 MR0596
 MR0596                          SUPERSEDED SURVEY CONTROL
 MR0596
 MR0596  NGVD 29 (06/08/92) 2020.776  (m)         6629.83   (f) ADJUSTED    1 2
 MR0596
 MR0596.Superseded values are not recommended for survey control.
 MR0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0596.See file dsdata.txt to determine how the superseded data were derived.
 MR0596
 MR0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL347819(NAD 83)
 MR0596_MARKER: DB = BENCH MARK DISK
 MR0596_SETTING: 66 = SET IN ROCK OUTCROP
 MR0596_SP_SET: ROCK OUTCROP
 MR0596_STAMPING: G 340 1983
 MR0596_MARK LOGO: NGS   
 MR0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0596+STABILITY: POSITION/ELEVATION WELL
 MR0596
 MR0596  HISTORY     - Date     Condition        Report By
 MR0596  HISTORY     - 1983     MONUMENTED       NGS
 MR0596
 MR0596                          STATION DESCRIPTION
 MR0596
 MR0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0596'15.7 KM (10.75 MI) SW FROM CARTER.
 MR0596'15.7 KM (10.75 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0596'THE STATION IN CARTER, IN THE SOUTHEAST END OF A 6 X 24 FT EXPOSED
 MR0596'AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25 MI) SOUTHWEST OF MILEPOST
 MR0596'NUMBER 885, 37.2 METERS (122.0 FT) NORTHWEST OF THE NEAR RAIL, 5.6
 MR0596'METERS (18.4 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD, AND 4.4
 MR0596'METERS (14.4 FT) NORTH OF A FENCE CORNER.
 MR0596'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MR0596'THE MARK IS 1.2 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0371 ***********************************************************************
 MQ0371  DESIGNATION -  G 341
 MQ0371  PID         -  MQ0371
 MQ0371  STATE/COUNTY-  WY/SWEETWATER
 MQ0371  USGS QUAD   -  THAYER JUNCTION (1978)
 MQ0371
 MQ0371                         *CURRENT SURVEY CONTROL
 MQ0371  ___________________________________________________________________
 MQ0371* NAD 83(1986)-  41 41 18.     (N)    108 53 21.     (W)     SCALED    
 MQ0371* NAVD 88     -      1969.699  (meters)    6462.25   (feet)  ADJUSTED  
 MQ0371  ___________________________________________________________________
 MQ0371  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 MQ0371  DYNAMIC HT  -        1968.068 (meters)    6456.90  (feet)  COMP
 MQ0371  MODELED GRAV-     979,724.0   (mgal)                       NAVD 88
 MQ0371
 MQ0371  VERT ORDER  -  FIRST     CLASS II
 MQ0371
 MQ0371.The horizontal coordinates were scaled from a topographic map and have
 MQ0371.an estimated accuracy of +/- 6 seconds.
 MQ0371
 MQ0371.The orthometric height was determined by differential leveling
 MQ0371.and adjusted by the National Geodetic Survey in June 1991..
 MQ0371
 MQ0371.The geoid height was determined by GEOID03.
 MQ0371
 MQ0371.The dynamic height is computed by dividing the NAVD 88
 MQ0371.geopotential number by the normal gravity value computed on the
 MQ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0371.degrees latitude (g = 980.6199 gals.).
 MQ0371
 MQ0371.The modeled gravity was interpolated from observed gravity values.
 MQ0371
 MQ0371;                    North         East    Units  Estimated Accuracy
 MQ0371;SPC WYWC     -   131,970.      588,420.      MT  (+/- 180 meters Scaled)
 MQ0371
 MQ0371                          SUPERSEDED SURVEY CONTROL
 MQ0371
 MQ0371  NGVD 29 (06/08/92) 1968.422  (m)         6458.06   (f) ADJUSTED    1 2
 MQ0371
 MQ0371.Superseded values are not recommended for survey control.
 MQ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0371.See file dsdata.txt to determine how the superseded data were derived.
 MQ0371
 MQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM756173(NAD 83)
 MQ0371_MARKER: DB = BENCH MARK DISK
 MQ0371_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MQ0371_SP_SET: ABUTMENT
 MQ0371_STAMPING: G 341 1983
 MQ0371_MARK LOGO: NGS   
 MQ0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0371
 MQ0371  HISTORY     - Date     Condition        Report By
 MQ0371  HISTORY     - 1983     MONUMENTED       NGS
 MQ0371  HISTORY     - 19990111 SEE DESCRIPTION  WYDT
 MQ0371
 MQ0371                          STATION DESCRIPTION
 MQ0371
 MQ0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0371'8.7 KM (5.4 MI) WEST FROM POINT OF ROCKS.
 MQ0371'8.7 KM (5.4 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0371'STATION IN POINT OF ROCKS, IN TOP OF AND 0.4 METER (1.3 FT) SOUTH OF
 MQ0371'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER
 MQ0371'782.54 SPANNING BITTER CREEK, AND 2.3 METERS (9.5 FT) NORTH OF THE
 MQ0371'NEAR RAIL.
 MQ0371'THE MARK IS 1.7 M BELOW THE TRACKS.
 MQ0371
 MQ0371                          STATION RECOVERY (1999)
 MQ0371
 MQ0371'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0371'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0371'307-777-3819.  MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0443 ***********************************************************************
 MP0443  DESIGNATION -  G 342
 MP0443  PID         -  MP0443
 MP0443  STATE/COUNTY-  WY/SWEETWATER
 MP0443  USGS QUAD   -  RINER (1981)
 MP0443
 MP0443                         *CURRENT SURVEY CONTROL
 MP0443  ___________________________________________________________________
 MP0443* NAD 83(1986)-  41 43 20.     (N)    107 37 11.     (W)     SCALED    
 MP0443* NAVD 88     -      2077.663  (meters)    6816.47   (feet)  ADJUSTED  
 MP0443  ___________________________________________________________________
 MP0443  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 MP0443  DYNAMIC HT  -        2075.818 (meters)    6810.41  (feet)  COMP
 MP0443  MODELED GRAV-     979,660.9   (mgal)                       NAVD 88
 MP0443
 MP0443  VERT ORDER  -  FIRST     CLASS II
 MP0443
 MP0443.The horizontal coordinates were scaled from a topographic map and have
 MP0443.an estimated accuracy of +/- 6 seconds.
 MP0443
 MP0443.The orthometric height was determined by differential leveling
 MP0443.and adjusted by the National Geodetic Survey in June 1991..
 MP0443
 MP0443.The geoid height was determined by GEOID03.
 MP0443
 MP0443.The dynamic height is computed by dividing the NAVD 88
 MP0443.geopotential number by the normal gravity value computed on the
 MP0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0443.degrees latitude (g = 980.6199 gals.).
 MP0443
 MP0443.The modeled gravity was interpolated from observed gravity values.
 MP0443
 MP0443;                    North         East    Units  Estimated Accuracy
 MP0443;SPC WYWC     -   136,340.      694,050.      MT  (+/- 180 meters Scaled)
 MP0443
 MP0443                          SUPERSEDED SURVEY CONTROL
 MP0443
 MP0443  NGVD 29 (06/08/92) 2076.413  (m)         6812.36   (f) ADJUSTED    1 2
 MP0443
 MP0443.Superseded values are not recommended for survey control.
 MP0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0443.See file dsdata.txt to determine how the superseded data were derived.
 MP0443
 MP0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG820222(NAD 83)
 MP0443_MARKER: DB = BENCH MARK DISK
 MP0443_SETTING: 66 = SET IN ROCK OUTCROP
 MP0443_SP_SET: ROCK OUTCROP
 MP0443_STAMPING: G 342 1983
 MP0443_MARK LOGO: NGS   
 MP0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0443+STABILITY: POSITION/ELEVATION WELL
 MP0443
 MP0443  HISTORY     - Date     Condition        Report By
 MP0443  HISTORY     - 1983     MONUMENTED       NGS
 MP0443
 MP0443                          STATION DESCRIPTION
 MP0443
 MP0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0443'6.0 KM (3.75 MI) WEST FROM RINER.
 MP0443'6.0 KM (3.75 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0443'WATER TOWER AT RINER, AT THE EAST END OF A RAILROAD CUT, IN TOP OF THE
 MP0443'WEST END OF A 4 BY 14 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.9 KM
 MP0443'(0.55 MI) WEST OF MILEPOST 704, AND 3.9 METERS (12.8 FT) NORTH OF THE
 MP0443'NEAR RAIL.
 MP0443'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MP0443'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0970 ***********************************************************************
 MO0970  DESIGNATION -  G 343
 MO0970  PID         -  MO0970
 MO0970  STATE/COUNTY-  WY/ALBANY
 MO0970  USGS QUAD   -  WILCOX (1981)
 MO0970
 MO0970                         *CURRENT SURVEY CONTROL
 MO0970  ___________________________________________________________________
 MO0970* NAD 83(1986)-  41 46 09.     (N)    105 58 57.     (W)     SCALED    
 MO0970* NAVD 88     -      2113.290  (meters)    6933.35   (feet)  ADJUSTED  
 MO0970  ___________________________________________________________________
 MO0970  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 MO0970  DYNAMIC HT  -        2111.503 (meters)    6927.49  (feet)  COMP
 MO0970  MODELED GRAV-     979,701.5   (mgal)                       NAVD 88
 MO0970
 MO0970  VERT ORDER  -  FIRST     CLASS II
 MO0970
 MO0970.The horizontal coordinates were scaled from a topographic map and have
 MO0970.an estimated accuracy of +/- 6 seconds.
 MO0970
 MO0970.The orthometric height was determined by differential leveling
 MO0970.and adjusted by the National Geodetic Survey in June 1991..
 MO0970
 MO0970.The geoid height was determined by GEOID03.
 MO0970
 MO0970.The dynamic height is computed by dividing the NAVD 88
 MO0970.geopotential number by the normal gravity value computed on the
 MO0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0970.degrees latitude (g = 980.6199 gals.).
 MO0970
 MO0970.The modeled gravity was interpolated from observed gravity values.
 MO0970
 MO0970;                    North         East    Units  Estimated Accuracy
 MO0970;SPC WY E     -   141,260.      132,170.      MT  (+/- 180 meters Scaled)
 MO0970
 MO0970                          SUPERSEDED SURVEY CONTROL
 MO0970
 MO0970  NGVD 29 (06/08/92) 2112.168  (m)         6929.67   (f) ADJUSTED    1 2
 MO0970
 MO0970.Superseded values are not recommended for survey control.
 MO0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0970.See file dsdata.txt to determine how the superseded data were derived.
 MO0970
 MO0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG183246(NAD 83)
 MO0970_MARKER: I = METAL ROD
 MO0970_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0970_SP_SET: STAINLESS STEEL ROD
 MO0970_STAMPING: G 343 1983
 MO0970_MARK LOGO: NGS   
 MO0970_PROJECTION: FLUSH
 MO0970_MAGNETIC: I = MARKER IS A STEEL ROD
 MO0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0970_ROD/PIPE-DEPTH: 7.3  meters
 MO0970
 MO0970  HISTORY     - Date     Condition        Report By
 MO0970  HISTORY     - 1983     MONUMENTED       NGS
 MO0970  HISTORY     - 19990823 GOOD             WYDT
 MO0970
 MO0970                          STATION DESCRIPTION
 MO0970
 MO0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0970'2.9 KM (1.8 MI) NW FROM ROCK RIVER.
 MO0970'2.9 KM (1.8 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0970'THE STATION IN ROCK RIVER, 0.3 KM (0.2 MI) NORTH OF MILEPOST 607, 23.7
 MO0970'METERS (77.8 FT) EAST OF THE NEAR RAIL, 20.0 METERS (65.6 FT) EAST OF
 MO0970'SIGNAL NUMBER 6071-1, 11.4 METERS (37.4 FT) SOUTHEAST OF THE SOUTHEAST
 MO0970'CORNER OF A 5 BY 8 FT METAL SHED, 7.0 METERS (23.0 FT) WEST OF A
 MO0970'FENCE, AND 1.2 METERS (3.9 FT) NORTHEAST OF THE WEST LEG OF A PAIR OF
 MO0970'UTILITY POLES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MO0970'LOGO CAP.
 MO0970'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 MO0970'THE MARK IS 0.6 M BELOW THE TRACKS.
 MO0970
 MO0970                          STATION RECOVERY (1999)
 MO0970
 MO0970'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0970'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0970'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0950 ***********************************************************************
 MO0950  DESIGNATION -  G 344
 MO0950  PID         -  MO0950
 MO0950  STATE/COUNTY-  WY/LARAMIE
 MO0950  USGS QUAD   -  BUFORD (1987)
 MO0950
 MO0950                         *CURRENT SURVEY CONTROL
 MO0950  ___________________________________________________________________
 MO0950* NAD 83(1986)-  41 06 25.     (N)    105 15 14.     (W)     SCALED    
 MO0950* NAVD 88     -      2343.298  (meters)    7687.97   (feet)  ADJUSTED  
 MO0950  ___________________________________________________________________
 MO0950  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 MO0950  DYNAMIC HT  -        2341.167 (meters)    7680.98  (feet)  COMP
 MO0950  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 MO0950
 MO0950  VERT ORDER  -  FIRST     CLASS II
 MO0950
 MO0950.The horizontal coordinates were scaled from a topographic map and have
 MO0950.an estimated accuracy of +/- 6 seconds.
 MO0950
 MO0950.The orthometric height was determined by differential leveling
 MO0950.and adjusted by the National Geodetic Survey in June 1991..
 MO0950
 MO0950.The geoid height was determined by GEOID03.
 MO0950
 MO0950.The dynamic height is computed by dividing the NAVD 88
 MO0950.geopotential number by the normal gravity value computed on the
 MO0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0950.degrees latitude (g = 980.6199 gals.).
 MO0950
 MO0950.The modeled gravity was interpolated from observed gravity values.
 MO0950
 MO0950;                    North         East    Units  Estimated Accuracy
 MO0950;SPC WY E     -    67,400.      192,670.      MT  (+/- 180 meters Scaled)
 MO0950
 MO0950                          SUPERSEDED SURVEY CONTROL
 MO0950
 MO0950  NGVD 29 (06/08/92) 2342.201  (m)         7684.37   (f) ADJUSTED    1 2
 MO0950
 MO0950.Superseded values are not recommended for survey control.
 MO0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0950.See file dsdata.txt to determine how the superseded data were derived.
 MO0950
 MO0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF786506(NAD 83)
 MO0950_MARKER: I = METAL ROD
 MO0950_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MO0950+WITH SETTING: INFORMATION.
 MO0950_SP_SET: SHALLOW SET METAL ROD
 MO0950_STAMPING: G 344 1983
 MO0950_MARK LOGO: NGS   
 MO0950_PROJECTION: FLUSH
 MO0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0950_ROD/PIPE-DEPTH: 1.9  meters
 MO0950
 MO0950  HISTORY     - Date     Condition        Report By
 MO0950  HISTORY     - 1983     MONUMENTED       NGS
 MO0950  HISTORY     - 1985     GOOD             DMA
 MO0950
 MO0950                          STATION DESCRIPTION
 MO0950
 MO0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0950'41.0 KM (25.45 MI) WEST FROM CHEYENNE.
 MO0950'1.6 KM (1.0 MI) NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 MO0950'INTERSTATE HIGHWAY 80 IN CHEYENNE, THENCE 39.4 KM (24.5 MI) WESTERLY
 MO0950'ALONG THE UNION PACIFIC RAILROAD, 21.5 METERS (70.5 FT) SOUTHWEST OF A
 MO0950'FENCE, 20.5 METERS (67.3 FT) NORTHEAST OF THE NEAR RAIL, AND
 MO0950'1.2 METERS (3.9 FT) SOUTHEAST OF A UTILITY POLE WITH THREE STRIPES.
 MO0950'NOTE--REFUSAL WAS REACHED AT 6.2 FEET.  ACCESS TO THE DATUM POINT IS
 MO0950'THROUGH A 5-INCH LOGO CAP.
 MO0950'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MO0950'THE MARK IS 0.6 M BELOW THE TRACKS.
 MO0950
 MO0950                          STATION RECOVERY (1985)
 MO0950
 MO0950'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0431 ***********************************************************************
 MQ0431  DESIGNATION -  G 345
 MQ0431  PID         -  MQ0431
 MQ0431  STATE/COUNTY-  WY/SWEETWATER
 MQ0431  USGS QUAD   -  LINWOOD CANYON (1996)
 MQ0431
 MQ0431                         *CURRENT SURVEY CONTROL
 MQ0431  ___________________________________________________________________
 MQ0431* NAD 83(1986)-  41 00 32.     (N)    109 39 23.     (W)     SCALED    
 MQ0431* NAVD 88     -      1890.594  (meters)    6202.72   (feet)  ADJUSTED  
 MQ0431  ___________________________________________________________________
 MQ0431  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 MQ0431  DYNAMIC HT  -        1888.899 (meters)    6197.16  (feet)  COMP
 MQ0431  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 MQ0431
 MQ0431  VERT ORDER  -  FIRST     CLASS II
 MQ0431
 MQ0431.The horizontal coordinates were scaled from a topographic map and have
 MQ0431.an estimated accuracy of +/- 6 seconds.
 MQ0431
 MQ0431.The orthometric height was determined by differential leveling
 MQ0431.and adjusted by the National Geodetic Survey in June 1991..
 MQ0431
 MQ0431.The geoid height was determined by GEOID03.
 MQ0431
 MQ0431.The dynamic height is computed by dividing the NAVD 88
 MQ0431.geopotential number by the normal gravity value computed on the
 MQ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0431.degrees latitude (g = 980.6199 gals.).
 MQ0431
 MQ0431.The modeled gravity was interpolated from observed gravity values.
 MQ0431
 MQ0431;                    North         East    Units  Estimated Accuracy
 MQ0431;SPC WYWC     -    56,900.      523,760.      MT  (+/- 180 meters Scaled)
 MQ0431
 MQ0431                          SUPERSEDED SURVEY CONTROL
 MQ0431
 MQ0431.No superseded survey control is available for this station.
 MQ0431
 MQ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL129406(NAD 83)
 MQ0431_MARKER: DB = BENCH MARK DISK
 MQ0431_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0431_SP_SET: ROCK OUTCROP
 MQ0431_STAMPING: G 345 1984
 MQ0431_MARK LOGO: NGS   
 MQ0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0431+STABILITY: POSITION/ELEVATION WELL
 MQ0431
 MQ0431  HISTORY     - Date     Condition        Report By
 MQ0431  HISTORY     - 1984     MONUMENTED       NGS
 MQ0431
 MQ0431                          STATION DESCRIPTION
 MQ0431
 MQ0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0431'6.5 KM (4.05 MI) NE FROM MANILA UT.
 MQ0431'6.5 KM (4.05 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0431'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, UT, 0.8 KM (0.5 MI)
 MQ0431'SOUTH OF MILEPOST 43, 0.2 KM (0.1 MI) NORTH OF THE LUCERNE VALLY
 MQ0431'RECREATION ROAD LEADING EAST, IN THE CENTER OF THE WESTERN 1/4 OF AN 8
 MQ0431'BY 39 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 32.0 M (105.0 FT) WEST
 MQ0431'OF THE CENTERLINE OF THE HIGHWAY, 1.6 M (5.2 FT) EAST OF THE WEST EDGE
 MQ0431'OF THE OUTCROP, AND 1.0 M (3.3 FT) NORTH OF THE SOUTH EDGE OF THE
 MQ0431'OUTCROP.
 MQ0431'THE MARK IS 1.3 METERS  E FROM  A WITNESS POST
 MQ0431'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0406 ***********************************************************************
 MQ0406  DESIGNATION -  G 346
 MQ0406  PID         -  MQ0406
 MQ0406  STATE/COUNTY-  WY/SWEETWATER
 MQ0406  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0406
 MQ0406                         *CURRENT SURVEY CONTROL
 MQ0406  ___________________________________________________________________
 MQ0406* NAD 83(1986)-  41 23 06.     (N)    109 35 53.     (W)     SCALED    
 MQ0406* NAVD 88     -      1896.877  (meters)    6223.34   (feet)  ADJUSTED  
 MQ0406  ___________________________________________________________________
 MQ0406  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 MQ0406  DYNAMIC HT  -        1895.217 (meters)    6217.89  (feet)  COMP
 MQ0406  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 MQ0406
 MQ0406  VERT ORDER  -  FIRST     CLASS II
 MQ0406
 MQ0406.The horizontal coordinates were scaled from a topographic map and have
 MQ0406.an estimated accuracy of +/- 6 seconds.
 MQ0406
 MQ0406.The orthometric height was determined by differential leveling
 MQ0406.and adjusted by the National Geodetic Survey in June 1991..
 MQ0406
 MQ0406.The geoid height was determined by GEOID03.
 MQ0406
 MQ0406.The dynamic height is computed by dividing the NAVD 88
 MQ0406.geopotential number by the normal gravity value computed on the
 MQ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0406.degrees latitude (g = 980.6199 gals.).
 MQ0406
 MQ0406.The modeled gravity was interpolated from observed gravity values.
 MQ0406
 MQ0406;                    North         East    Units  Estimated Accuracy
 MQ0406;SPC WYWC     -    98,620.      529,070.      MT  (+/- 180 meters Scaled)
 MQ0406
 MQ0406                          SUPERSEDED SURVEY CONTROL
 MQ0406
 MQ0406.No superseded survey control is available for this station.
 MQ0406
 MQ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL172824(NAD 83)
 MQ0406_MARKER: I = METAL ROD
 MQ0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0406_SP_SET: STAINLESS STEEL ROD
 MQ0406_STAMPING: G 346 1984
 MQ0406_MARK LOGO: NGS   
 MQ0406_PROJECTION: FLUSH
 MQ0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0406_ROD/PIPE-DEPTH: 3.7  meters
 MQ0406
 MQ0406  HISTORY     - Date     Condition        Report By
 MQ0406  HISTORY     - 1984     MONUMENTED       NGS
 MQ0406
 MQ0406                          STATION DESCRIPTION
 MQ0406
 MQ0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0406'21.1 KM (13.1 MI) SW FROM GREEN RIVER.
 MQ0406'21.1 KM (13.1 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0406'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0406'IN GREEN RIVER, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 14, 72.5 M
 MQ0406'(237.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 17.7 M 58.1 FT)
 MQ0406'WEST OF THE CENTER OF A TRACK ROAD LEADING NORTH.  NOTE=ACCESS TO THE
 MQ0406'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0406'THE MARK IS 1.0 METERS  N FROM  A WITNESS POST
 MQ0406'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0391 ***********************************************************************
 MQ0391  DESIGNATION -  G 348
 MQ0391  PID         -  MQ0391
 MQ0391  STATE/COUNTY-  WY/SWEETWATER
 MQ0391  USGS QUAD   -  GREEN RIVER (1980)
 MQ0391
 MQ0391                         *CURRENT SURVEY CONTROL
 MQ0391  ___________________________________________________________________
 MQ0391* NAD 83(1986)-  41 31 05.     (N)    109 28 01.     (W)     SCALED    
 MQ0391* NAVD 88     -      1860.686  (meters)    6104.60   (feet)  ADJUSTED  
 MQ0391  ___________________________________________________________________
 MQ0391  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 MQ0391  DYNAMIC HT  -        1859.100 (meters)    6099.40  (feet)  COMP
 MQ0391  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 MQ0391
 MQ0391  VERT ORDER  -  FIRST     CLASS II
 MQ0391
 MQ0391.The horizontal coordinates were scaled from a topographic map and have
 MQ0391.an estimated accuracy of +/- 6 seconds.
 MQ0391
 MQ0391.The orthometric height was determined by differential leveling
 MQ0391.and adjusted by the National Geodetic Survey in June 1991..
 MQ0391
 MQ0391.The geoid height was determined by GEOID03.
 MQ0391
 MQ0391.The dynamic height is computed by dividing the NAVD 88
 MQ0391.geopotential number by the normal gravity value computed on the
 MQ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0391.degrees latitude (g = 980.6199 gals.).
 MQ0391
 MQ0391.The modeled gravity was interpolated from observed gravity values.
 MQ0391
 MQ0391;                    North         East    Units  Estimated Accuracy
 MQ0391;SPC WYWC     -   113,300.      540,160.      MT  (+/- 180 meters Scaled)
 MQ0391
 MQ0391                          SUPERSEDED SURVEY CONTROL
 MQ0391
 MQ0391.No superseded survey control is available for this station.
 MQ0391
 MQ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL279974(NAD 83)
 MQ0391_MARKER: I = METAL ROD
 MQ0391_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0391+WITH SETTING: INFORMATION.
 MQ0391_SP_SET: SHALLOW-SET METAL ROD
 MQ0391_STAMPING: G 348 1984
 MQ0391_MARK LOGO: NGS   
 MQ0391_PROJECTION: FLUSH
 MQ0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0391_ROD/PIPE-DEPTH: 0.9  meters
 MQ0391
 MQ0391  HISTORY     - Date     Condition        Report By
 MQ0391  HISTORY     - 1984     MONUMENTED       NGS
 MQ0391
 MQ0391                          STATION DESCRIPTION
 MQ0391
 MQ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0391'IN GREEN RIVER.
 MQ0391'IN GREEN RIVER, AT THE INTERSECTION OF ASTLE AVENUE AND UINTA DRIVE
 MQ0391'(STATE HIGHWAY 530), 181.0 M (593.8 FT) NORTHEAST OF THE CENTER OF THE
 MQ0391'AVENUE, 65.5 M (214.9 FT) SOUTHWEST OF THE SOUTHWEST ABUTMENT OF A
 MQ0391'HIGHWAY BRIDGE OVER GREEN RIVER, 9,4 M (30.8 FT) SOUTHEAST OF THE
 MQ0391'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE DRIVE, 4.7 M (24.3 FT)
 MQ0391'NORTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY INTO A TEXACO SERVICE
 MQ0391'STATION, 1.1 M (3.6 FT) SOUTHEAST OF A STREET LIGHT POLE NUMBER
 MQ0391'227007, AND 0.3 M (1.0 FT) NORTHWEST OF A GUARD RAIL.  NOTE=REFUSAL
 MQ0391'WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MQ0391'LOGO CAP.
 MQ0391'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0258 ***********************************************************************
 PV0258  DESIGNATION -  G 35
 PV0258  PID         -  PV0258
 PV0258  STATE/COUNTY-  WY/CAMPBELL
 PV0258  USGS QUAD   -  GILLETTE WEST (1971)
 PV0258
 PV0258                         *CURRENT SURVEY CONTROL
 PV0258  ___________________________________________________________________
 PV0258* NAD 83(1986)-  44 17 29.     (N)    105 30 08.     (W)     SCALED    
 PV0258* NAVD 88     -      1387.595  (meters)    4552.47   (feet)  POSTED    
 PV0258  ___________________________________________________________________
 PV0258  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0258  DYNAMIC HT  -        1387.020 (meters)    4550.58  (feet)  COMP
 PV0258  MODELED GRAV-     980,156.5   (mgal)                       NAVD 88
 PV0258
 PV0258  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PV0258
 PV0258.The horizontal coordinates were scaled from a topographic map and have
 PV0258.an estimated accuracy of +/- 6 seconds.
 PV0258
 PV0258.The orthometric height was determined by differential leveling
 PV0258.and adjusted by the National Geodetic Survey in 1992..
 PV0258.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PV0258.rate of 2.1 thru 3.0 mm/km.
 PV0258
 PV0258.The geoid height was determined by GEOID03.
 PV0258
 PV0258.The dynamic height is computed by dividing the NAVD 88
 PV0258.geopotential number by the normal gravity value computed on the
 PV0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0258.degrees latitude (g = 980.6199 gals.).
 PV0258
 PV0258.The modeled gravity was interpolated from observed gravity values.
 PV0258
 PV0258;                    North         East    Units  Estimated Accuracy
 PV0258;SPC WY E     -   421,180.      173,220.      MT  (+/- 180 meters Scaled)
 PV0258
 PV0258                          SUPERSEDED SURVEY CONTROL
 PV0258
 PV0258  NGVD 29 (??/??/92) 1386.943  (m)         4550.33   (f) ADJ UNCH    1 2
 PV0258
 PV0258.Superseded values are not recommended for survey control.
 PV0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0258.See file dsdata.txt to determine how the superseded data were derived.
 PV0258
 PV0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK599043(NAD 83)
 PV0258_MARKER: DB = BENCH MARK DISK
 PV0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0258_STAMPING: G 35 1933
 PV0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0258+STABILITY: SURFACE MOTION
 PV0258
 PV0258  HISTORY     - Date     Condition        Report By
 PV0258  HISTORY     - 1933     MONUMENTED       CGS
 PV0258  HISTORY     - 1957     GOOD             NGS
 PV0258  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0258
 PV0258                          STATION DESCRIPTION
 PV0258
 PV0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0258'0.2 MI S FROM GILLETTE.
 PV0258'ABOUT 0.25 MILE SOUTH ALONG GILLETTE AVENUE FROM THE CHICAGO,
 PV0258'BURLINGTON AND QUINCY RAILROAD STATION AT GILLETTE, THENCE 1
 PV0258'BLOCK EAST ALONG FOURTH STREET, AT THE INTERSECTION OF KENDRICK
 PV0258'AVENUE, 108 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GRADED
 PV0258'SCHOOL BUILDING, 57 FEET NORTHEAST OF THE CENTER OF THE
 PV0258'INTERSECTION, 46 FEET EAST OF THE CENTER LINE OF KENDRICK AVENUE,
 PV0258'36 FEET NORTH OF THE CENTER LINE OF FOURTH STREET, 13 FEET
 PV0258'NORTHEAST OF A LIGHT POLE, 18 FEET SOUTHEAST OF A 5-INCH ELM,
 PV0258'2 1/2 FEET EAST OF THE EAST EDGE OF A SIDE WALK AND IN THE TOP
 PV0258'OF A CONCRETE POST FLUSH WITH THE GROUND.
 PV0258
 PV0258                          STATION RECOVERY (1985)
 PV0258
 PV0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0258'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0370 ***********************************************************************
 PV0370  DESIGNATION -  G 353
 PV0370  PID         -  PV0370
 PV0370  STATE/COUNTY-  WY/CAMPBELL
 PV0370  USGS QUAD   -  NIPPLE BUTTE (1972)
 PV0370
 PV0370                         *CURRENT SURVEY CONTROL
 PV0370  ___________________________________________________________________
 PV0370* NAD 83(1986)-  44 57 25.     (N)    105 21 50.     (W)     SCALED    
 PV0370* NAVD 88     -      1068.303  (meters)    3504.92   (feet)  ADJUSTED  
 PV0370  ___________________________________________________________________
 PV0370  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 PV0370  DYNAMIC HT  -        1067.993 (meters)    3503.91  (feet)  COMP
 PV0370  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 PV0370
 PV0370  VERT ORDER  -  FIRST     CLASS II
 PV0370
 PV0370.The horizontal coordinates were scaled from a topographic map and have
 PV0370.an estimated accuracy of +/- 6 seconds.
 PV0370
 PV0370.The orthometric height was determined by differential leveling
 PV0370.and adjusted by the National Geodetic Survey in June 1991..
 PV0370
 PV0370.The geoid height was determined by GEOID03.
 PV0370
 PV0370.The dynamic height is computed by dividing the NAVD 88
 PV0370.geopotential number by the normal gravity value computed on the
 PV0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0370.degrees latitude (g = 980.6199 gals.).
 PV0370
 PV0370.The modeled gravity was interpolated from observed gravity values.
 PV0370
 PV0370;                    North         East    Units  Estimated Accuracy
 PV0370;SPC WY E     -   495,100.      184,440.      MT  (+/- 180 meters Scaled)
 PV0370
 PV0370                          SUPERSEDED SURVEY CONTROL
 PV0370
 PV0370.No superseded survey control is available for this station.
 PV0370
 PV0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK712782(NAD 83)
 PV0370_MARKER: I = METAL ROD
 PV0370_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0370+WITH SETTING: INFORMATION.
 PV0370_SP_SET: SHALLOW-SET METAL ROD
 PV0370_STAMPING: G 353 1985
 PV0370_MARK LOGO: NGS   
 PV0370_PROJECTION: FLUSH
 PV0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0370_ROD/PIPE-DEPTH: 2.4  meters
 PV0370
 PV0370  HISTORY     - Date     Condition        Report By
 PV0370  HISTORY     - 1985     MONUMENTED       NGS
 PV0370
 PV0370                          STATION DESCRIPTION
 PV0370
 PV0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0370'17.5 KM (10.9 MI) SOUTH FROM BIDDLE MONTANA.
 PV0370'17.55 KM (10.95 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0370'SCHOOL AT BIDDLE MONTANA, 5.0 KM (3.1 MI) SOUTH OF THE MONTANA-WYOMING
 PV0370'STATE LINE, AT THE SOUTH END OF A SHORT CUT, 0.15 KM (0.1 MI) NORTH OF
 PV0370'MILEPOST 167, 29.7 METERS (97.5 FT) WEST OF THE HIGHWAY CENTERLINE,
 PV0370'AND 3.6 METERS (12.0 FT) SOUTH OF A FENCE CORNER POST.
 PV0370'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 PV0370'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0351 ***********************************************************************
 PV0351  DESIGNATION -  G 354
 PV0351  PID         -  PV0351
 PV0351  STATE/COUNTY-  WY/CAMPBELL
 PV0351  USGS QUAD   -  APPEL BUTTE (1971)
 PV0351
 PV0351                         *CURRENT SURVEY CONTROL
 PV0351  ___________________________________________________________________
 PV0351* NAD 83(1986)-  44 12 45.     (N)    105 35 11.     (W)     SCALED    
 PV0351* NAVD 88     -      1465.569  (meters)    4808.29   (feet)  ADJUSTED  
 PV0351  ___________________________________________________________________
 PV0351  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 PV0351  DYNAMIC HT  -        1464.926 (meters)    4806.18  (feet)  COMP
 PV0351  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 PV0351
 PV0351  VERT ORDER  -  FIRST     CLASS II
 PV0351
 PV0351.The horizontal coordinates were scaled from a topographic map and have
 PV0351.an estimated accuracy of +/- 6 seconds.
 PV0351
 PV0351.The orthometric height was determined by differential leveling
 PV0351.and adjusted by the National Geodetic Survey in June 1991..
 PV0351
 PV0351.The geoid height was determined by GEOID03.
 PV0351
 PV0351.The dynamic height is computed by dividing the NAVD 88
 PV0351.geopotential number by the normal gravity value computed on the
 PV0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0351.degrees latitude (g = 980.6199 gals.).
 PV0351
 PV0351.The modeled gravity was interpolated from observed gravity values.
 PV0351
 PV0351;                    North         East    Units  Estimated Accuracy
 PV0351;SPC WY E     -   412,450.      166,460.      MT  (+/- 180 meters Scaled)
 PV0351
 PV0351                          SUPERSEDED SURVEY CONTROL
 PV0351
 PV0351.No superseded survey control is available for this station.
 PV0351
 PV0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ531956(NAD 83)
 PV0351_MARKER: I = METAL ROD
 PV0351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0351_SP_SET: STAINLESS STEEL ROD
 PV0351_STAMPING: G 354 1985
 PV0351_MARK LOGO: NGS   
 PV0351_PROJECTION: FLUSH
 PV0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0351_ROD/PIPE-DEPTH: 3.7  meters
 PV0351
 PV0351  HISTORY     - Date     Condition        Report By
 PV0351  HISTORY     - 1985     MONUMENTED       NGS
 PV0351
 PV0351                          STATION DESCRIPTION
 PV0351
 PV0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0351'10.8 KM (6.7 MI) SW FROM GILLETTE.
 PV0351'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0351'IN GILLETTE, THENCE 5.45 (3.39 MI) SOUTHWEST ALONG STATE HIGHWAY 50,
 PV0351'AT THE SOUTHWEST ONE OF A TRIANGULAR SHAPED WOODEN BRACE FOR A Y
 PV0351'JUNCTION OF A FENCE LEADING NORTH, 0.67 KM (0.42 MI) SOUTHWEST OF THE
 PV0351'T JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST TO A RANCH, 0.16 KM
 PV0351'(0.10 MI) NORTHEAST OF MILEPOST 8, 22.3 METERS (73 FT) NORTHWEST OF
 PV0351'THE HIGHWAY CENTERLINE, 44.5 METERS (146 FT) NORTHEAST OF THE WEST
 PV0351'DOUBLE GUY WIRED POWER POLE FOR A POWER LINE CROSSING AND 0.5 METER
 PV0351'(1.7 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM
 PV0351'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0351'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0351'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0302 ***********************************************************************
 OU0302  DESIGNATION -  G 355
 OU0302  PID         -  OU0302
 OU0302  STATE/COUNTY-  WY/CAMPBELL
 OU0302  USGS QUAD   -  SAVAGETON (1973)
 OU0302
 OU0302                         *CURRENT SURVEY CONTROL
 OU0302  ___________________________________________________________________
 OU0302* NAD 83(1986)-  43 50 24.     (N)    105 47 18.     (W)     SCALED    
 OU0302* NAVD 88     -      1521.452  (meters)    4991.63   (feet)  ADJUSTED  
 OU0302  ___________________________________________________________________
 OU0302  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0302  DYNAMIC HT  -        1520.648 (meters)    4988.99  (feet)  COMP
 OU0302  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 OU0302
 OU0302  VERT ORDER  -  FIRST     CLASS II
 OU0302
 OU0302.The horizontal coordinates were scaled from a topographic map and have
 OU0302.an estimated accuracy of +/- 6 seconds.
 OU0302
 OU0302.The orthometric height was determined by differential leveling
 OU0302.and adjusted by the National Geodetic Survey in June 1991..
 OU0302
 OU0302.The geoid height was determined by GEOID03.
 OU0302
 OU0302.The dynamic height is computed by dividing the NAVD 88
 OU0302.geopotential number by the normal gravity value computed on the
 OU0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0302.degrees latitude (g = 980.6199 gals.).
 OU0302
 OU0302.The modeled gravity was interpolated from observed gravity values.
 OU0302
 OU0302;                    North         East    Units  Estimated Accuracy
 OU0302;SPC WY E     -   371,160.      150,010.      MT  (+/- 180 meters Scaled)
 OU0302
 OU0302                          SUPERSEDED SURVEY CONTROL
 OU0302
 OU0302  NGVD 29 (06/08/92) 1520.640  (m)         4988.97   (f) ADJUSTED    1 2
 OU0302
 OU0302.Superseded values are not recommended for survey control.
 OU0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0302.See file dsdata.txt to determine how the superseded data were derived.
 OU0302
 OU0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ366544(NAD 83)
 OU0302_MARKER: I = METAL ROD
 OU0302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0302_SP_SET: STAINLESS STEEL ROD
 OU0302_STAMPING: G 355 1985
 OU0302_MARK LOGO: NGS   
 OU0302_PROJECTION: FLUSH
 OU0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0302_ROD/PIPE-DEPTH: 4.6  meters
 OU0302
 OU0302  HISTORY     - Date     Condition        Report By
 OU0302  HISTORY     - 1985     MONUMENTED       NGS
 OU0302
 OU0302                          STATION DESCRIPTION
 OU0302
 OU0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0302'3.0 KM (1.85 MI) SOUTH FROM SAVAGETON.
 OU0302'3.0 KM (1.85 MI) SOUTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0302'SAVAGETON ROAD AT SAVAGETON, ON THE SOUTH BANK OF A RAVINE, AT AN
 OU0302'ANGLE IRON BRACE FOR THE SOUTH RIGHT ANGLE OFFSET IN THE RIGHT OF WAY
 OU0302'FENCE AROUND A LARGE CONCRETE CULVERT, 30.2 METERS (99 FT) EAST OF THE
 OU0302'HIGHWAY CENTERLINE, 25.0 METERS (82 FT) SOUTHEAST OF THE EAST END OF A
 OU0302'96-INCH CONCRETE PIPE CULVERT, 0.6 METER (1 FT) SOUTH-SOUTHWEST OF THE
 OU0302'BRACED ANGLE IRON POST AT THE FENCE OFFSET, 0.6 METER (2 FT) SOUTH OF
 OU0302'THE EAST-WEST PORTION OF THE OFFSET FENCE AND 0.3 METER (1 FT) WEST OF
 OU0302'THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OU0302'5-INCH LOGO CAP.
 OU0302'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 OU0302'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0326 ***********************************************************************
 OU0326  DESIGNATION -  G 356
 OU0326  PID         -  OU0326
 OU0326  STATE/COUNTY-  WY/CAMPBELL
 OU0326  USGS QUAD   -  ARTESIAN DRAW (1954)
 OU0326
 OU0326                         *CURRENT SURVEY CONTROL
 OU0326  ___________________________________________________________________
 OU0326* NAD 83(1986)-  43 33 32.     (N)    105 59 47.     (W)     SCALED    
 OU0326* NAVD 88     -      1538.754  (meters)    5048.40   (feet)  ADJUSTED  
 OU0326  ___________________________________________________________________
 OU0326  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 OU0326  DYNAMIC HT  -        1537.886 (meters)    5045.55  (feet)  COMP
 OU0326  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 OU0326
 OU0326  VERT ORDER  -  FIRST     CLASS II
 OU0326
 OU0326.The horizontal coordinates were scaled from a topographic map and have
 OU0326.an estimated accuracy of +/- 6 seconds.
 OU0326
 OU0326.The orthometric height was determined by differential leveling
 OU0326.and adjusted by the National Geodetic Survey in June 1991..
 OU0326
 OU0326.The geoid height was determined by GEOID03.
 OU0326
 OU0326.The dynamic height is computed by dividing the NAVD 88
 OU0326.geopotential number by the normal gravity value computed on the
 OU0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0326.degrees latitude (g = 980.6199 gals.).
 OU0326
 OU0326.The modeled gravity was interpolated from observed gravity values.
 OU0326
 OU0326;                    North         East    Units  Estimated Accuracy
 OU0326;SPC WY E     -   340,080.      132,960.      MT  (+/- 180 meters Scaled)
 OU0326
 OU0326                          SUPERSEDED SURVEY CONTROL
 OU0326
 OU0326  NGVD 29 (06/08/92) 1537.921  (m)         5045.66   (f) ADJUSTED    1 2
 OU0326
 OU0326.Superseded values are not recommended for survey control.
 OU0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0326.See file dsdata.txt to determine how the superseded data were derived.
 OU0326
 OU0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ195233(NAD 83)
 OU0326_MARKER: I = METAL ROD
 OU0326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0326_SP_SET: STAINLESS STEEL ROD
 OU0326_STAMPING: G 356 1985
 OU0326_MARK LOGO: NGS   
 OU0326_PROJECTION: FLUSH
 OU0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0326_ROD/PIPE-DEPTH: 4.0  meters
 OU0326
 OU0326  HISTORY     - Date     Condition        Report By
 OU0326  HISTORY     - 1985     MONUMENTED       NGS
 OU0326
 OU0326                          STATION DESCRIPTION
 OU0326
 OU0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0326'19.5 KM (12.1 MI) SW FROM PINE TREE JUNCTION.
 OU0326'19.45 KM (12.09 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM PINE TREE
 OU0326'JUNCTION, IN THE SOUTHEAST CORNER OF THE JUNCTION OF FIELD ACCESS
 OU0326'ROADS, 0.18 KM (0.11 MI) WEST OF THE WEST END OF AN EAST BOUND PASSING
 OU0326'LANE, 0.39 KM (0.24 MI) EAST OF MILEPOST 120, 30.2 METERS (99 FT)
 OU0326'SOUTH OF THE HIGHWAY CENTERLINE, 3.5 METERS (11.5 FT) EAST OF THE
 OU0326'CENTER OF THE FIELD ACCESSS ROADS, 0.9 METER (3 FT) EAST OF A WOODEN
 OU0326'POST AT THE EAST END OF A STEEL GATE IN THE RIGHT OF WAY FENCE AND
 OU0326'0.3 METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 OU0326'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0326'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 OU0326'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0395 ***********************************************************************
 PV0395  DESIGNATION -  G 357
 PV0395  PID         -  PV0395
 PV0395  STATE/COUNTY-  WY/CAMPBELL
 PV0395  USGS QUAD   -  MOYER SPRINGS (1971)
 PV0395
 PV0395                         *CURRENT SURVEY CONTROL
 PV0395  ___________________________________________________________________
 PV0395* NAD 83(1986)-  44 24 04.     (N)    105 27 22.     (W)     SCALED    
 PV0395* NAVD 88     -      1293.239  (meters)    4242.90   (feet)  ADJUSTED  
 PV0395  ___________________________________________________________________
 PV0395  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0395  DYNAMIC HT  -        1292.742 (meters)    4241.27  (feet)  COMP
 PV0395  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 PV0395
 PV0395  VERT ORDER  -  FIRST     CLASS II
 PV0395
 PV0395.The horizontal coordinates were scaled from a topographic map and have
 PV0395.an estimated accuracy of +/- 6 seconds.
 PV0395
 PV0395.The orthometric height was determined by differential leveling
 PV0395.and adjusted by the National Geodetic Survey in June 1991..
 PV0395
 PV0395.The geoid height was determined by GEOID03.
 PV0395
 PV0395.The dynamic height is computed by dividing the NAVD 88
 PV0395.geopotential number by the normal gravity value computed on the
 PV0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0395.degrees latitude (g = 980.6199 gals.).
 PV0395
 PV0395.The modeled gravity was interpolated from observed gravity values.
 PV0395
 PV0395;                    North         East    Units  Estimated Accuracy
 PV0395;SPC WY E     -   433,360.      176,940.      MT  (+/- 180 meters Scaled)
 PV0395
 PV0395                          SUPERSEDED SURVEY CONTROL
 PV0395
 PV0395.No superseded survey control is available for this station.
 PV0395
 PV0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK636165(NAD 83)
 PV0395_MARKER: DB = BENCH MARK DISK
 PV0395_SETTING: 66 = SET IN ROCK OUTCROP
 PV0395_SP_SET: ROCK OUTCROP
 PV0395_STAMPING: G 357 1985
 PV0395_MARK LOGO: NGS   
 PV0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0395+STABILITY: POSITION/ELEVATION WELL
 PV0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0395+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 PV0395
 PV0395  HISTORY     - Date     Condition        Report By
 PV0395  HISTORY     - 1985     MONUMENTED       NGS
 PV0395  HISTORY     - 20050607 GOOD             INDIV
 PV0395
 PV0395                          STATION DESCRIPTION
 PV0395
 PV0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0395'18.2 KM (11.3 MI) NORTH FROM GILLETTE.
 PV0395'18.20 KM (11.31 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0395'GILLETTE AVENUE AT GILLETTE, IN THE NORTHEAST CORNER OF A Y JUNCTION
 PV0395'OF A Y JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO A RANCH, IN TOP OF A
 PV0395'1 BY 2 FOOT FLAT SHELF ON THE SOUTHWEST SLOPE OF A 15 BY 34 FOOT
 PV0395'PORTION OF OUTCROP ON THE TOP OF THE NORTHWEST END OF AN OUTCROP
 PV0395'RIDGE, 0.65 KM (0.40 MI) NORTHEAST OF THE T JUNCTION OF THE MAIN
 PV0395'ENTRANCE ROAD LEADING NORTH TO THE RAWHIDE COAL MINE, 0.25 KM (0.16
 PV0395'MI) NORTHEAST OF MILEPOST 124, 32.8 METERS (107.5 FT) EAST OF THE
 PV0395'HIGHWAY CENTERLINE, 19.2 METERS (63 FT) NORTHEAST OF THE CENTER OF THE
 PV0395'ROAD, 4.7 METERS (15.5 FT) EAST OF THE WEST EDGE OF THE OUTCROP AND
 PV0395'1.4 METERS (4.5 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP.
 PV0395'THE MARK IS 0.1 METERS  SE FROM  A WITNESS POST
 PV0395'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
 PV0395
 PV0395                          STATION RECOVERY (2005)
 PV0395
 PV0395'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (AWE)
 PV0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0407 ***********************************************************************
 PV0407  DESIGNATION -  G 358
 PV0407  PID         -  PV0407
 PV0407  STATE/COUNTY-  WY/CAMPBELL
 PV0407  USGS QUAD   -  FORTIN DRAW (1971)
 PV0407
 PV0407                         *CURRENT SURVEY CONTROL
 PV0407  ___________________________________________________________________
 PV0407* NAD 83(1986)-  44 17 08.     (N)    105 21 23.     (W)     SCALED    
 PV0407* NAVD 88     -      1340.110  (meters)    4396.68   (feet)  ADJUSTED  
 PV0407  ___________________________________________________________________
 PV0407  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0407  DYNAMIC HT  -        1339.577 (meters)    4394.93  (feet)  COMP
 PV0407  MODELED GRAV-     980,173.3   (mgal)                       NAVD 88
 PV0407
 PV0407  VERT ORDER  -  FIRST     CLASS II
 PV0407
 PV0407.The horizontal coordinates were scaled from a topographic map and have
 PV0407.an estimated accuracy of +/- 6 seconds.
 PV0407
 PV0407.The orthometric height was determined by differential leveling
 PV0407.and adjusted by the National Geodetic Survey in June 1991..
 PV0407
 PV0407.The geoid height was determined by GEOID03.
 PV0407
 PV0407.The dynamic height is computed by dividing the NAVD 88
 PV0407.geopotential number by the normal gravity value computed on the
 PV0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0407.degrees latitude (g = 980.6199 gals.).
 PV0407
 PV0407.The modeled gravity was interpolated from observed gravity values.
 PV0407
 PV0407;                    North         East    Units  Estimated Accuracy
 PV0407;SPC WY E     -   420,490.      184,860.      MT  (+/- 180 meters Scaled)
 PV0407
 PV0407                          SUPERSEDED SURVEY CONTROL
 PV0407
 PV0407.No superseded survey control is available for this station.
 PV0407
 PV0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK715036(NAD 83)
 PV0407_MARKER: I = METAL ROD
 PV0407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0407_SP_SET: STAINLESS STEEL ROD
 PV0407_STAMPING: G 358 1985
 PV0407_MARK LOGO: NGS   
 PV0407_PROJECTION: FLUSH
 PV0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0407_ROD/PIPE-DEPTH: 9.8  meters
 PV0407
 PV0407  HISTORY     - Date     Condition        Report By
 PV0407  HISTORY     - 1985     MONUMENTED       NGS
 PV0407
 PV0407                          STATION DESCRIPTION
 PV0407
 PV0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0407'12.0 KM (7.45 MI) EAST FROM GILLETTE.
 PV0407'11.99 KM (7.45 MI) EAST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0407'FROM THE JUNCTION OF GILLETTE AVENUE AT GILLETTE, IN THE CENTER OF A
 PV0407'DOUBLE WOODEN POST BRACE AT THE WEST END OF A WIRE GATE IN THE
 PV0407'NORTHWEST CORNER OF A FIELD ACCESS ROAD, 0.21 KM (0.13 MI) EAST OF
 PV0407'MILEPOST 133, 22.1 METERS (72.5 FT) NORTH OF THE HIGHWAY CENTERLINE,
 PV0407'4.6 METERS (15 FT) WEST OF THE CENTER OF THE FIELD ACCESS ROAD AND 0.3
 PV0407'METER (1 FT) SOUTH OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM
 PV0407'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0407'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PV0407'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0301 ***********************************************************************
 OV0301  DESIGNATION -  G 360
 OV0301  PID         -  OV0301
 OV0301  STATE/COUNTY-  WY/NATRONA
 OV0301  USGS QUAD   -  SALT CREEK (1978)
 OV0301
 OV0301                         *CURRENT SURVEY CONTROL
 OV0301  ___________________________________________________________________
 OV0301* NAD 83(1986)-  43 17 40.     (N)    106 16 24.     (W)     SCALED    
 OV0301* NAVD 88     -      1544.782  (meters)    5068.17   (feet)  ADJUSTED  
 OV0301  ___________________________________________________________________
 OV0301  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 OV0301  DYNAMIC HT  -        1543.889 (meters)    5065.24  (feet)  COMP
 OV0301  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 OV0301
 OV0301  VERT ORDER  -  FIRST     CLASS II
 OV0301
 OV0301.The horizontal coordinates were scaled from a topographic map and have
 OV0301.an estimated accuracy of +/- 6 seconds.
 OV0301
 OV0301.The orthometric height was determined by differential leveling
 OV0301.and adjusted by the National Geodetic Survey in June 1991..
 OV0301
 OV0301.The geoid height was determined by GEOID03.
 OV0301
 OV0301.The dynamic height is computed by dividing the NAVD 88
 OV0301.geopotential number by the normal gravity value computed on the
 OV0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0301.degrees latitude (g = 980.6199 gals.).
 OV0301
 OV0301.The modeled gravity was interpolated from observed gravity values.
 OV0301
 OV0301;                    North         East    Units  Estimated Accuracy
 OV0301;SPC WYEC     -   410,910.      486,010.      MT  (+/- 180 meters Scaled)
 OV0301
 OV0301                          SUPERSEDED SURVEY CONTROL
 OV0301
 OV0301  NGVD 29 (06/08/92) 1543.940  (m)         5065.41   (f) ADJUSTED    1 2
 OV0301
 OV0301.Superseded values are not recommended for survey control.
 OV0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0301.See file dsdata.txt to determine how the superseded data were derived.
 OV0301
 OV0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH967943(NAD 83)
 OV0301_MARKER: I = METAL ROD
 OV0301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0301_SP_SET: STAINLESS STEEL ROD
 OV0301_STAMPING: G 360 1985
 OV0301_MARK LOGO: NGS   
 OV0301_PROJECTION: FLUSH
 OV0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0301_ROD/PIPE-DEPTH: 8.7  meters
 OV0301
 OV0301  HISTORY     - Date     Condition        Report By
 OV0301  HISTORY     - 1985     MONUMENTED       NGS
 OV0301
 OV0301                          STATION DESCRIPTION
 OV0301
 OV0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0301'13.5 KM (8.4 MI) SOUTH FROM MIDWEST.
 OV0301'13.54 KM (8.42 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0301'STATE HIGHWAY 387 AT MIDWEST, ON THE TOP OF A FLAT, IN THE NORTHEAST
 OV0301'END OF A STEEP BOWL SHAPED BASIN ACROSS THE HIGHWAY FROM THE NORTH END
 OV0301'OF A BOTTLE NECK IN TEAPOT CREEK, 0.33 KM (0.21 MI) SOUTHWEST OF A
 OV0301'DOUBLE WOODEN POLE POWER LINE CROSSING, 0.41 KM (0.25 MI) SOUTHWEST OF
 OV0301'MILEPOST 20, 45.6 METERS (149.5 FT) NORTHWEST OF THE HIGHWAY
 OV0301'CENTERLINE AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 OV0301'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OV0301'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0437 ***********************************************************************
 PV0437  DESIGNATION -  G 361
 PV0437  PID         -  PV0437
 PV0437  STATE/COUNTY-  WY/WESTON
 PV0437  USGS QUAD   -  UPTON EAST (1984)
 PV0437
 PV0437                         *CURRENT SURVEY CONTROL
 PV0437  ___________________________________________________________________
 PV0437* NAD 83(1986)-  44 04 34.     (N)    104 35 22.     (W)     SCALED    
 PV0437* NAVD 88     -      1301.713  (meters)    4270.70   (feet)  ADJUSTED  
 PV0437  ___________________________________________________________________
 PV0437  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0437  DYNAMIC HT  -        1301.187 (meters)    4268.98  (feet)  COMP
 PV0437  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 PV0437
 PV0437  VERT ORDER  -  FIRST     CLASS II
 PV0437
 PV0437.The horizontal coordinates were scaled from a topographic map and have
 PV0437.an estimated accuracy of +/- 6 seconds.
 PV0437
 PV0437.The orthometric height was determined by differential leveling
 PV0437.and adjusted by the National Geodetic Survey in June 1991..
 PV0437
 PV0437.The geoid height was determined by GEOID03.
 PV0437
 PV0437.The dynamic height is computed by dividing the NAVD 88
 PV0437.geopotential number by the normal gravity value computed on the
 PV0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0437.degrees latitude (g = 980.6199 gals.).
 PV0437
 PV0437.The modeled gravity was interpolated from observed gravity values.
 PV0437
 PV0437;                    North         East    Units  Estimated Accuracy
 PV0437;SPC WY E     -   397,370.      246,240.      MT  (+/- 180 meters Scaled)
 PV0437
 PV0437                          SUPERSEDED SURVEY CONTROL
 PV0437
 PV0437.No superseded survey control is available for this station.
 PV0437
 PV0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ328804(NAD 83)
 PV0437_MARKER: DB = BENCH MARK DISK
 PV0437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0437_SP_SET: BRIDGE ABUTMENT
 PV0437_STAMPING: G 361 1985
 PV0437_MARK LOGO: NGS   
 PV0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0437
 PV0437  HISTORY     - Date     Condition        Report By
 PV0437  HISTORY     - 1985     MONUMENTED       NGS
 PV0437
 PV0437                          STATION DESCRIPTION
 PV0437
 PV0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0437'3.9 KM (2.4 MI) SE FROM UPTON.
 PV0437'3.95 KM (2.45 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0437'UPTON, IN TOP OF AND 0.7 METER (2.5 FT) EAST OF THE WEST END OF THE
 PV0437'NORTH ABUTMENT FOR THE BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD,
 PV0437'0.55 KM (0.35 MI) SOUTHEAST OF MILEPOST 222, 6.7 METERS (22 FT)
 PV0437'SOUTHWEST OF THE HIGHWAY CENTERLINE.
 PV0437'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0345 ***********************************************************************
 OU0345  DESIGNATION -  G 362
 OU0345  PID         -  OU0345
 OU0345  STATE/COUNTY-  WY/WESTON
 OU0345  USGS QUAD   -  NEWCASTLE (1979)
 OU0345
 OU0345                         *CURRENT SURVEY CONTROL
 OU0345  ___________________________________________________________________
 OU0345* NAD 83(1986)-  43 47 10.     (N)    104 10 01.     (W)     SCALED    
 OU0345* NAVD 88     -      1286.968  (meters)    4222.33   (feet)  ADJUSTED  
 OU0345  ___________________________________________________________________
 OU0345  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 OU0345  DYNAMIC HT  -        1286.397 (meters)    4220.45  (feet)  COMP
 OU0345  MODELED GRAV-     980,130.6   (mgal)                       NAVD 88
 OU0345
 OU0345  VERT ORDER  -  FIRST     CLASS II
 OU0345
 OU0345.The horizontal coordinates were scaled from a topographic map and have
 OU0345.an estimated accuracy of +/- 6 seconds.
 OU0345
 OU0345.The orthometric height was determined by differential leveling
 OU0345.and adjusted by the National Geodetic Survey in June 1991..
 OU0345
 OU0345.The geoid height was determined by GEOID03.
 OU0345
 OU0345.The dynamic height is computed by dividing the NAVD 88
 OU0345.geopotential number by the normal gravity value computed on the
 OU0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0345.degrees latitude (g = 980.6199 gals.).
 OU0345
 OU0345.The modeled gravity was interpolated from observed gravity values.
 OU0345
 OU0345;                    North         East    Units  Estimated Accuracy
 OU0345;SPC WY E     -   365,470.      280,470.      MT  (+/- 180 meters Scaled)
 OU0345
 OU0345                          SUPERSEDED SURVEY CONTROL
 OU0345
 OU0345.No superseded survey control is available for this station.
 OU0345
 OU0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ670484(NAD 83)
 OU0345_MARKER: I = METAL ROD
 OU0345_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0345+WITH SETTING: INFORMATION.
 OU0345_SP_SET: SHALLOW-SET METAL ROD
 OU0345_STAMPING: G 362 1985
 OU0345_MARK LOGO: NGS   
 OU0345_PROJECTION: FLUSH
 OU0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0345_ROD/PIPE-DEPTH: 1.8  meters
 OU0345
 OU0345  HISTORY     - Date     Condition        Report By
 OU0345  HISTORY     - 1985     MONUMENTED       NGS
 OU0345
 OU0345                          STATION DESCRIPTION
 OU0345
 OU0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0345'7.8 KM (4.85 MI) SOUTH FROM NEWCASTLE.
 OU0345'7.8 KM (4.85 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US HIGHWAY
 OU0345'85 OVERPASS BRIDGE OVER THE BURLINGTON RAILROAD AT NEWCASTLE, 0.35 KM
 OU0345'(0.2 MI) SOUTH OF THE T JUNCTION OF A PRIVATE ROAD LEADING EAST, 14.9
 OU0345'METERS (49 FT) EAST OF THE HIGHWAY CENTERLINE, 1.4 METERS (4.5 FT)
 OU0345'SOUTH OF A FENCE T JUNCTION AND 0.3 METER (1 FT) WEST OF A
 OU0345'RIGHT-OF-WAY FENCE.  ROD SET TO 6-FOOT ANCHORED REFUSAL.  NOTE--ACCESS
 OU0345'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0345'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 OU0345'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0322 ***********************************************************************
 NR0322  DESIGNATION -  G 364
 NR0322  PID         -  NR0322
 NR0322  STATE/COUNTY-  WY/NATRONA
 NR0322  USGS QUAD   -  THE REEFS (1984)
 NR0322
 NR0322                         *CURRENT SURVEY CONTROL
 NR0322  ___________________________________________________________________
 NR0322* NAD 83(1986)-  42 58 00.     (N)    106 19 51.     (W)     SCALED    
 NR0322* NAVD 88     -      1616.704  (meters)    5304.14   (feet)  ADJUSTED  
 NR0322  ___________________________________________________________________
 NR0322  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 NR0322  DYNAMIC HT  -        1615.703 (meters)    5300.85  (feet)  COMP
 NR0322  MODELED GRAV-     979,944.7   (mgal)                       NAVD 88
 NR0322
 NR0322  VERT ORDER  -  FIRST     CLASS II
 NR0322
 NR0322.The horizontal coordinates were scaled from a topographic map and have
 NR0322.an estimated accuracy of +/- 6 seconds.
 NR0322
 NR0322.The orthometric height was determined by differential leveling
 NR0322.and adjusted by the National Geodetic Survey in June 1991..
 NR0322
 NR0322.The geoid height was determined by GEOID03.
 NR0322
 NR0322.The dynamic height is computed by dividing the NAVD 88
 NR0322.geopotential number by the normal gravity value computed on the
 NR0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0322.degrees latitude (g = 980.6199 gals.).
 NR0322
 NR0322.The modeled gravity was interpolated from observed gravity values.
 NR0322
 NR0322;                    North         East    Units  Estimated Accuracy
 NR0322;SPC WYEC     -   374,440.      481,780.      MT  (+/- 180 meters Scaled)
 NR0322
 NR0322                          SUPERSEDED SURVEY CONTROL
 NR0322
 NR0322  NGVD 29 (06/08/92) 1615.829  (m)         5301.27   (f) ADJUSTED    1 2
 NR0322
 NR0322.Superseded values are not recommended for survey control.
 NR0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0322.See file dsdata.txt to determine how the superseded data were derived.
 NR0322
 NR0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH914579(NAD 83)
 NR0322_MARKER: I = METAL ROD
 NR0322_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0322+WITH SETTING: INFORMATION.
 NR0322_SP_SET: SHALLOW-SET METAL ROD
 NR0322_STAMPING: G 364 1985
 NR0322_MARK LOGO: NGS   
 NR0322_PROJECTION: FLUSH
 NR0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0322_ROD/PIPE-DEPTH: 2.7  meters
 NR0322
 NR0322  HISTORY     - Date     Condition        Report By
 NR0322  HISTORY     - 1985     MONUMENTED       NGS
 NR0322  HISTORY     - 19920825 GOOD             USPSQD
 NR0322
 NR0322                          STATION DESCRIPTION
 NR0322
 NR0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NR0322'13.7 KM (8.5 MI) NORTH FROM CASPER.
 NR0322'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 NR0322'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WADRWELL ROAD, THENCE
 NR0322'7.71 KM (4.79 MI) NORTH ALONG THE I 25 SERVICE ROAD, AT THE SOUTH END
 NR0322'OF A ROAD CUT, 1.84 KM (1.14 MI) SOUTH OF THE JUNCTION OF ORMSBY ROAD,
 NR0322'45.3 METERS (148.5 FT) EAST OF THE CENTER OF THE ROAD, 14.0 METERS (46
 NR0322'FT) NORTH OF A RIGHT ANGLE OFFSET POWER POLE WITH TWO GUY WIRES AND
 NR0322'O.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.  ROD SET TO 9 FOOT
 NR0322'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NR0322'LOGO CAP.
 NR0322'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NR0322'THE MARK IS 0.5 M ABOVE THE ROAD.
 NR0322
 NR0322                          STATION RECOVERY (1992)
 NR0322
 NR0322'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 NR0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1008 ***********************************************************************
 PY1008  DESIGNATION -  G 365
 PY1008  PID         -  PY1008
 PY1008  STATE/COUNTY-  WY/PARK
 PY1008  USGS QUAD   -  MAMMOTH (1986)
 PY1008
 PY1008                         *CURRENT SURVEY CONTROL
 PY1008  ___________________________________________________________________
 PY1008* NAD 83(1986)-  44 58 10.     (N)    110 41 53.     (W)     SCALED    
 PY1008* NAVD 88     -      1884.474  (meters)    6182.65   (feet)  ADJUSTED  
 PY1008  ___________________________________________________________________
 PY1008  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY1008  DYNAMIC HT  -        1883.487 (meters)    6179.41  (feet)  COMP
 PY1008  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 PY1008
 PY1008  VERT ORDER  -  FIRST     CLASS II
 PY1008
 PY1008.The horizontal coordinates were scaled from a topographic map and have
 PY1008.an estimated accuracy of +/- 6 seconds.
 PY1008
 PY1008.The orthometric height was determined by differential leveling
 PY1008.and adjusted by the National Geodetic Survey in June 1991..
 PY1008
 PY1008.The geoid height was determined by GEOID03.
 PY1008
 PY1008.The dynamic height is computed by dividing the NAVD 88
 PY1008.geopotential number by the normal gravity value computed on the
 PY1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1008.degrees latitude (g = 980.6199 gals.).
 PY1008
 PY1008.The modeled gravity was interpolated from observed gravity values.
 PY1008
 PY1008;                    North         East    Units  Estimated Accuracy
 PY1008;SPC WYWC     -   498,320.      446,330.      MT  (+/- 180 meters Scaled)
 PY1008
 PY1008                          SUPERSEDED SURVEY CONTROL
 PY1008
 PY1008  NGVD 29 (08/20/92) 1883.246  (m)         6178.62   (f) ADJUSTED    1 2
 PY1008
 PY1008.Superseded values are not recommended for survey control.
 PY1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1008.See file dsdata.txt to determine how the superseded data were derived.
 PY1008
 PY1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ238796(NAD 83)
 PY1008_MARKER: DB = BENCH MARK DISK
 PY1008_SETTING: 66 = SET IN ROCK OUTCROP
 PY1008_SP_SET: BEDROCK
 PY1008_STAMPING: G 365 1987
 PY1008_MARK LOGO: NGS   
 PY1008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1008+STABILITY: POSITION/ELEVATION WELL
 PY1008
 PY1008  HISTORY     - Date     Condition        Report By
 PY1008  HISTORY     - 1987     MONUMENTED       NGS
 PY1008
 PY1008                          STATION DESCRIPTION
 PY1008
 PY1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1008'0.8 KM (0.50 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1008'0.8 KM (0.50 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1008'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, IN A LARGE
 PY1008'EXPOSED AREA OF BEDROCK AT ABOUT A 45 DEGREE SLOPE ALONG THE SIDE OF
 PY1008'A HILL, 91.0 M (298.6 FT) NORTHWEST OF A SMALL STREAM RUNNING FROM
 PY1008'MAMMOTH HOT SPRINGS, 17.1 M (56.1 FT) WEST OF THE CENTERLINE OF THE
 PY1008'HIGHWAY, AND 4.8 M (15.7 FT) SOUTHWEST OF A TRIPLE TRUNKED CEDAR
 PY1008'TREE.
 PY1008'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0989 ***********************************************************************
 PY0989  DESIGNATION -  G 366
 PY0989  PID         -  PY0989
 PY0989  STATE/COUNTY-  WY/PARK
 PY0989  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0989
 PY0989                         *CURRENT SURVEY CONTROL
 PY0989  ___________________________________________________________________
 PY0989* NAD 83(1986)-  44 51 05.     (N)    110 25 23.     (W)     SCALED    
 PY0989* NAVD 88     -      2364.478  (meters)    7757.46   (feet)  ADJUSTED  
 PY0989  ___________________________________________________________________
 PY0989  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0989  DYNAMIC HT  -        2362.992 (meters)    7752.58  (feet)  COMP
 PY0989  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 PY0989
 PY0989  VERT ORDER  -  FIRST     CLASS II
 PY0989
 PY0989.The horizontal coordinates were scaled from a topographic map and have
 PY0989.an estimated accuracy of +/- 6 seconds.
 PY0989
 PY0989.The orthometric height was determined by differential leveling
 PY0989.and adjusted by the National Geodetic Survey in June 1991..
 PY0989
 PY0989.The geoid height was determined by GEOID03.
 PY0989
 PY0989.The dynamic height is computed by dividing the NAVD 88
 PY0989.geopotential number by the normal gravity value computed on the
 PY0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0989.degrees latitude (g = 980.6199 gals.).
 PY0989
 PY0989.The modeled gravity was interpolated from observed gravity values.
 PY0989
 PY0989;                    North         East    Units  Estimated Accuracy
 PY0989;SPC WYWC     -   484,710.      467,750.      MT  (+/- 180 meters Scaled)
 PY0989
 PY0989                          SUPERSEDED SURVEY CONTROL
 PY0989
 PY0989  NGVD 29 (08/20/92) 2363.096  (m)         7752.92   (f) ADJUSTED    1 2
 PY0989
 PY0989.Superseded values are not recommended for survey control.
 PY0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0989.See file dsdata.txt to determine how the superseded data were derived.
 PY0989
 PY0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ455666(NAD 83)
 PY0989_MARKER: I = METAL ROD
 PY0989_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY0989+WITH SETTING: INFORMATION.
 PY0989_SP_SET: SHALLOW-SET METAL ROD
 PY0989_STAMPING: G 366 1987
 PY0989_MARK LOGO: NGS   
 PY0989_PROJECTION: FLUSH
 PY0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0989_ROD/PIPE-DEPTH: 1.8  meters
 PY0989
 PY0989  HISTORY     - Date     Condition        Report By
 PY0989  HISTORY     - 1987     MONUMENTED       NGS
 PY0989
 PY0989                          STATION DESCRIPTION
 PY0989
 PY0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0989'11.7 KM (7.25 MI) SOUTH FROM TOWER JUNCTION.
 PY0989'11.7 KM (7.25 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0989'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, 27.5 M (90.2 FT)
 PY0989'NORTHEAST OF A SIGN (BEAR MANAGEMENT AREA), 13.4 M (44.0 FT) NORTH OF
 PY0989'THE NORTHWEST END OF A HIGHWAY PULLOUT, AND 7.4 M (24.3 FT) NORTHWEST
 PY0989'OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 PY0989'THROUGH A 5-INCH LOGO CAP.
 PY0989'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0784 ***********************************************************************
 PY0784  DESIGNATION -  G 367
 PY0784  PID         -  PY0784
 PY0784  STATE/COUNTY-  WY/TETON
 PY0784  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0784
 PY0784                         *CURRENT SURVEY CONTROL
 PY0784  ___________________________________________________________________
 PY0784* NAD 83(1986)-  44 26 14.     (N)    110 47 56.     (W)     SCALED    
 PY0784* NAVD 88     -      2364.566  (meters)    7757.75   (feet)  ADJUSTED  
 PY0784  ___________________________________________________________________
 PY0784  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 PY0784  DYNAMIC HT  -        2363.011 (meters)    7752.65  (feet)  COMP
 PY0784  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 PY0784
 PY0784  VERT ORDER  -  FIRST     CLASS II
 PY0784
 PY0784.The horizontal coordinates were scaled from a topographic map and have
 PY0784.an estimated accuracy of +/- 6 seconds.
 PY0784
 PY0784.The orthometric height was determined by differential leveling
 PY0784.and adjusted by the National Geodetic Survey in June 1991..
 PY0784
 PY0784.The geoid height was determined by GEOID03.
 PY0784
 PY0784.The dynamic height is computed by dividing the NAVD 88
 PY0784.geopotential number by the normal gravity value computed on the
 PY0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0784.degrees latitude (g = 980.6199 gals.).
 PY0784
 PY0784.The modeled gravity was interpolated from observed gravity values.
 PY0784
 PY0784;                    North         East    Units  Estimated Accuracy
 PY0784;SPC WY W     -   537,580.      743,040.      MT  (+/- 180 meters Scaled)
 PY0784
 PY0784                          SUPERSEDED SURVEY CONTROL
 PY0784
 PY0784  NGVD 29 (08/20/92) 2363.209  (m)         7753.29   (f) ADJUSTED    1 2
 PY0784
 PY0784.Superseded values are not recommended for survey control.
 PY0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0784.See file dsdata.txt to determine how the superseded data were derived.
 PY0784
 PY0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ160204(NAD 83)
 PY0784_MARKER: DB = BENCH MARK DISK
 PY0784_SETTING: 66 = SET IN ROCK OUTCROP
 PY0784_SP_SET: BEDROCK
 PY0784_STAMPING: G 367 1987
 PY0784_MARK LOGO: NGS   
 PY0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0784+STABILITY: POSITION/ELEVATION WELL
 PY0784
 PY0784  HISTORY     - Date     Condition        Report By
 PY0784  HISTORY     - 1987     MONUMENTED       NGS
 PY0784
 PY0784                          STATION DESCRIPTION
 PY0784
 PY0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0784'23.1 KM (14.35 MI) NW FROM WEST THUMB.
 PY0784'23.1 KM (14.35 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0784'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0784'THUMB, NEAR THE NORTHEAST END OF A ROCK LEDGE AT THE NORTHWEST END OF
 PY0784'A HIGHWAY CUT, 30.1 M (98.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 PY0784'HIGHWAY, 2.3 M (7.5 FT) SOUTHEAST OF THE CENTER OF A STORM DRAIN, AND
 PY0784'0.7 M (2.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE LEDGE.
 PY0784'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0945 ***********************************************************************
 PY0945  DESIGNATION -  G 368
 PY0945  PID         -  PY0945
 PY0945  STATE/COUNTY-  WY/TETON
 PY0945  USGS QUAD   -  LAKE (1986)
 PY0945
 PY0945                         *CURRENT SURVEY CONTROL
 PY0945  ___________________________________________________________________
 PY0945* NAD 83(1986)-  44 32 20.     (N)    110 25 47.     (W)     SCALED    
 PY0945* NAVD 88     -      2371.174  (meters)    7779.43   (feet)  ADJUSTED  
 PY0945  ___________________________________________________________________
 PY0945  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0945  DYNAMIC HT  -        2369.598 (meters)    7774.26  (feet)  COMP
 PY0945  MODELED GRAV-     979,867.8   (mgal)                       NAVD 88
 PY0945
 PY0945  VERT ORDER  -  FIRST     CLASS II
 PY0945
 PY0945.The horizontal coordinates were scaled from a topographic map and have
 PY0945.an estimated accuracy of +/- 6 seconds.
 PY0945
 PY0945.The orthometric height was determined by differential leveling
 PY0945.and adjusted by the National Geodetic Survey in June 1991..
 PY0945
 PY0945.The geoid height was determined by GEOID03.
 PY0945
 PY0945.The dynamic height is computed by dividing the NAVD 88
 PY0945.geopotential number by the normal gravity value computed on the
 PY0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0945.degrees latitude (g = 980.6199 gals.).
 PY0945
 PY0945.The modeled gravity was interpolated from observed gravity values.
 PY0945
 PY0945;                    North         East    Units  Estimated Accuracy
 PY0945;SPC WY W     -   548,680.      772,470.      MT  (+/- 180 meters Scaled)
 PY0945
 PY0945                          SUPERSEDED SURVEY CONTROL
 PY0945
 PY0945  NGVD 29 (08/20/92) 2369.794  (m)         7774.90   (f) ADJUSTED    1 2
 PY0945
 PY0945.Superseded values are not recommended for survey control.
 PY0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0945.See file dsdata.txt to determine how the superseded data were derived.
 PY0945
 PY0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ453318(NAD 83)
 PY0945_MARKER: DB = BENCH MARK DISK
 PY0945_SETTING: 66 = SET IN ROCK OUTCROP
 PY0945_SP_SET: BEDROCK
 PY0945_STAMPING: G 368 1987
 PY0945_MARK LOGO: NGS   
 PY0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0945+STABILITY: POSITION/ELEVATION WELL
 PY0945
 PY0945  HISTORY     - Date     Condition        Report By
 PY0945  HISTORY     - 1987     MONUMENTED       NGS
 PY0945
 PY0945                          STATION DESCRIPTION
 PY0945
 PY0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0945'2.3 KM (1.45 MI) SW FROM LAKE VILLAGE.
 PY0945'2.3 KM (1.45 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE
 PY0945'JUNCTION OF LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, NEAR THE
 PY0945'SOUTHEAST END OF A LARGE EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 PY0945'78.6 M (257.9 FT) SOUTHEAST OF THE SOUTH CORNER OF A REST ROOM, 21.3
 PY0945'M (69.9 FT) WEST OF THE NORTHEAST END OF A PULLOUT, 12.0 M (39.4 FT)
 PY0945'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT)
 PY0945'NORTHWEST OF THE SOUTHEAST END OF THE OUTCROP.
 PY0945'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0820 ***********************************************************************
 PY0820  DESIGNATION -  G 369
 PY0820  PID         -  PY0820
 PY0820  STATE/COUNTY-  WY/TETON
 PY0820  USGS QUAD   -  LEWIS CANYON (1996)
 PY0820
 PY0820                         *CURRENT SURVEY CONTROL
 PY0820  ___________________________________________________________________
 PY0820* NAD 83(1986)-  44 12 20.     (N)    110 39 43.     (W)     SCALED    
 PY0820* NAVD 88     -      2364.103  (meters)    7756.23   (feet)  ADJUSTED  
 PY0820  ___________________________________________________________________
 PY0820  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0820  DYNAMIC HT  -        2362.526 (meters)    7751.05  (feet)  COMP
 PY0820  MODELED GRAV-     979,865.7   (mgal)                       NAVD 88
 PY0820
 PY0820  VERT ORDER  -  FIRST     CLASS II
 PY0820
 PY0820.The horizontal coordinates were scaled from a topographic map and have
 PY0820.an estimated accuracy of +/- 6 seconds.
 PY0820
 PY0820.The orthometric height was determined by differential leveling
 PY0820.and adjusted by the National Geodetic Survey in June 1991..
 PY0820
 PY0820.The geoid height was determined by GEOID03.
 PY0820
 PY0820.The dynamic height is computed by dividing the NAVD 88
 PY0820.geopotential number by the normal gravity value computed on the
 PY0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0820.degrees latitude (g = 980.6199 gals.).
 PY0820
 PY0820.The modeled gravity was interpolated from observed gravity values.
 PY0820
 PY0820;                    North         East    Units  Estimated Accuracy
 PY0820;SPC WY W     -   511,750.      753,760.      MT  (+/- 180 meters Scaled)
 PY0820
 PY0820                          SUPERSEDED SURVEY CONTROL
 PY0820
 PY0820  NGVD 29 (08/20/92) 2362.765  (m)         7751.84   (f) ADJUSTED    1 2
 PY0820
 PY0820.Superseded values are not recommended for survey control.
 PY0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0820.See file dsdata.txt to determine how the superseded data were derived.
 PY0820
 PY0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP270947(NAD 83)
 PY0820_MARKER: DB = BENCH MARK DISK
 PY0820_SETTING: 66 = SET IN ROCK OUTCROP
 PY0820_SP_SET: BEDROCK
 PY0820_STAMPING: G 369 1987
 PY0820_MARK LOGO: NGS   
 PY0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0820+STABILITY: POSITION/ELEVATION WELL
 PY0820
 PY0820  HISTORY     - Date     Condition        Report By
 PY0820  HISTORY     - 1987     MONUMENTED       NGS
 PY0820
 PY0820                          STATION DESCRIPTION
 PY0820
 PY0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0820'13.6 KM (8.45 MI) NORTH FROM FLAGG RANCH.
 PY0820'13.6 KM (8.45 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0820'FLAGG RANCH HEADQUARTERS IN FLAGG RANCH, IN AN 8 BY 14 FOOT EXPOSED
 PY0820'AREA OF BEDROCK IN A DRY WASH, 55.8 M (183.1 FT) NORTH OF THE WEST
 PY0820'END OF A PIPE CULVERT, 24.5 M (80.4 FT) SOUTHWEST OF THE NORTH END OF
 PY0820'A GUARDRAIL, 8.4 M (27.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 PY0820'AND 0.3 M (1.0 FT) WEST OF THE EAST EDGE OF THE WASH.
 PY0820'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0290 ***********************************************************************
 PW0290  DESIGNATION -  G 37
 PW0290  PID         -  PW0290
 PW0290  STATE/COUNTY-  WY/WASHAKIE
 PW0290  USGS QUAD   -  OLD MAID GULCH (1993)
 PW0290
 PW0290                         *CURRENT SURVEY CONTROL
 PW0290  ___________________________________________________________________
 PW0290* NAD 83(1986)-  44 06 14.     (N)    107 16 05.     (W)     SCALED    
 PW0290* NAVD 88     -      2007.204  (meters)    6585.30   (feet)  ADJUSTED  
 PW0290  ___________________________________________________________________
 PW0290  GEOID HEIGHT-          -9.27  (meters)                     GEOID03
 PW0290  DYNAMIC HT  -        2006.050 (meters)    6581.52  (feet)  COMP
 PW0290  MODELED GRAV-     979,971.3   (mgal)                       NAVD 88
 PW0290
 PW0290  VERT ORDER  -  FIRST     CLASS II
 PW0290
 PW0290.The horizontal coordinates were scaled from a topographic map and have
 PW0290.an estimated accuracy of +/- 6 seconds.
 PW0290
 PW0290.The orthometric height was determined by differential leveling
 PW0290.and adjusted by the National Geodetic Survey in June 1991..
 PW0290
 PW0290.The geoid height was determined by GEOID03.
 PW0290
 PW0290.The dynamic height is computed by dividing the NAVD 88
 PW0290.geopotential number by the normal gravity value computed on the
 PW0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0290.degrees latitude (g = 980.6199 gals.).
 PW0290
 PW0290.The modeled gravity was interpolated from observed gravity values.
 PW0290
 PW0290;                    North         East    Units  Estimated Accuracy
 PW0290;SPC WYEC     -   500,290.      405,230.      MT  (+/- 180 meters Scaled)
 PW0290
 PW0290                          SUPERSEDED SURVEY CONTROL
 PW0290
 PW0290  NGVD 29 (??/??/92) 2006.286  (m)         6582.29   (f) ADJ UNCH    1 2
 PW0290
 PW0290.Superseded values are not recommended for survey control.
 PW0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0290.See file dsdata.txt to determine how the superseded data were derived.
 PW0290
 PW0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ184859(NAD 83)
 PW0290_MARKER: DB = BENCH MARK DISK
 PW0290_SETTING: 80 = SET IN A BOULDER
 PW0290_STAMPING: G 37 1934
 PW0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0290+STABILITY: SURFACE MOTION
 PW0290
 PW0290  HISTORY     - Date     Condition        Report By
 PW0290  HISTORY     - 1934     MONUMENTED       CGS
 PW0290  HISTORY     - 1967     GOOD             USGS
 PW0290
 PW0290                          STATION DESCRIPTION
 PW0290
 PW0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0290'12.3 MI NE FROM TEN SLEEP.
 PW0290'12.3 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0290'COUNTY, IN TEN SLEEP CANYON, 725 FEET NORTH OF THE CURVE OF THE THIRD
 PW0290'CUTBACK EAST OF THE TOWN, 20.8 FEET WEST OF THE CENTERLINE OF THE
 PW0290'HIGHWAY, AND IN THE TOP OF A LARGE LIMESTONE BOULDER.  A STANDARD
 PW0290'DISK, STAMPED G 37 1934.
 PW0290
 PW0290                          STATION RECOVERY (1967)
 PW0290
 PW0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0627 ***********************************************************************
 PV0627  DESIGNATION -  G 370
 PV0627  PID         -  PV0627
 PV0627  STATE/COUNTY-  WY/CROOK
 PV0627  USGS QUAD   -  RED CANYON CREEK (1984)
 PV0627
 PV0627                         *CURRENT SURVEY CONTROL
 PV0627  ___________________________________________________________________
 PV0627* NAD 83(1986)-  44 28 59.     (N)    104 14 20.     (W)     SCALED    
 PV0627* NAVD 88     -      1282.376  (meters)    4207.26   (feet)  ADJUSTED  
 PV0627  ___________________________________________________________________
 PV0627  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 PV0627  DYNAMIC HT  -        1281.918 (meters)    4205.76  (feet)  COMP
 PV0627  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 PV0627
 PV0627  VERT ORDER  -  FIRST     CLASS II
 PV0627
 PV0627.The horizontal coordinates were scaled from a topographic map and have
 PV0627.an estimated accuracy of +/- 6 seconds.
 PV0627
 PV0627.The orthometric height was determined by differential leveling
 PV0627.and adjusted by the National Geodetic Survey in September 1993..
 PV0627
 PV0627.The geoid height was determined by GEOID03.
 PV0627
 PV0627.The dynamic height is computed by dividing the NAVD 88
 PV0627.geopotential number by the normal gravity value computed on the
 PV0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0627.degrees latitude (g = 980.6199 gals.).
 PV0627
 PV0627.The modeled gravity was interpolated from observed gravity values.
 PV0627
 PV0627;                    North         East    Units  Estimated Accuracy
 PV0627;SPC WY E     -   442,840.      273,800.      MT  (+/- 180 meters Scaled)
 PV0627
 PV0627                          SUPERSEDED SURVEY CONTROL
 PV0627
 PV0627.No superseded survey control is available for this station.
 PV0627
 PV0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK605258(NAD 83)
 PV0627_MARKER: I = METAL ROD
 PV0627_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0627+WITH SETTING: INFORMATION.
 PV0627_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0627_STAMPING: G 370 1991
 PV0627_MARK LOGO: NGS   
 PV0627_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0627+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0627
 PV0627  HISTORY     - Date     Condition        Report By
 PV0627  HISTORY     - 1991     MONUMENTED       NGS
 PV0627
 PV0627                          STATION DESCRIPTION
 PV0627
 PV0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0627'14.4 KM (8.95 MI) EASTERLY ALONG CLEVELAND STREET AND AN INTERSTATE
 PV0627'HIGHWAY 90 FRONTAGE ROAD FROM THE COURTHOUSE IN SUNDANCE, A METAL ROD
 PV0627'DRIVEN 2.0 M AND FLUSH WITH THE GROUND, 170.0 M (557.7 FT) SOUTHWEST
 PV0627'OF A UTILITY LINE CROSSING, 37.0 M (121.4 FT) NORTHWEST OF THE
 PV0627'CENTERLINE OF THE HIGHWAY, 4.0 M (13.1 FT) SOUTHWEST OF A BRACED
 PV0627'FENCE POST, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST AND FENCE, AND
 PV0627'0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 PV0627'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 PV0627'REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0078 ***********************************************************************
 PW0078  DESIGNATION -  G 38
 PW0078  PID         -  PW0078
 PW0078  STATE/COUNTY-  WY/JOHNSON
 PW0078  USGS QUAD   -  NORTH RIDGE (1993)
 PW0078
 PW0078                         *CURRENT SURVEY CONTROL
 PW0078  ___________________________________________________________________
 PW0078* NAD 83(1986)-  44 19 55.     (N)    106 49 35.     (W)     SCALED    
 PW0078* NAVD 88     -      1820.604  (meters)    5973.10   (feet)  ADJUSTED  
 PW0078  ___________________________________________________________________
 PW0078  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 PW0078  DYNAMIC HT  -        1819.666 (meters)    5970.02  (feet)  COMP
 PW0078  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 PW0078
 PW0078  VERT ORDER  -  FIRST     CLASS II
 PW0078
 PW0078.The horizontal coordinates were scaled from a topographic map and have
 PW0078.an estimated accuracy of +/- 6 seconds.
 PW0078
 PW0078.The orthometric height was determined by differential leveling
 PW0078.and adjusted by the National Geodetic Survey in June 1991..
 PW0078
 PW0078.The geoid height was determined by GEOID03.
 PW0078
 PW0078.The dynamic height is computed by dividing the NAVD 88
 PW0078.geopotential number by the normal gravity value computed on the
 PW0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0078.degrees latitude (g = 980.6199 gals.).
 PW0078
 PW0078.The modeled gravity was interpolated from observed gravity values.
 PW0078
 PW0078;                    North         East    Units  Estimated Accuracy
 PW0078;SPC WYEC     -   525,760.      440,430.      MT  (+/- 180 meters Scaled)
 PW0078
 PW0078                          SUPERSEDED SURVEY CONTROL
 PW0078
 PW0078  NGVD 29 (??/??/92) 1819.744  (m)         5970.28   (f) ADJ UNCH    1 2
 PW0078
 PW0078.Superseded values are not recommended for survey control.
 PW0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0078.See file dsdata.txt to determine how the superseded data were derived.
 PW0078
 PW0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK543103(NAD 83)
 PW0078_MARKER: DB = BENCH MARK DISK
 PW0078_SETTING: 66 = SET IN ROCK OUTCROP
 PW0078_SP_SET: GRANITE ROCK
 PW0078_STAMPING: G 38 1934
 PW0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0078+STABILITY: POSITION/ELEVATION WELL
 PW0078
 PW0078  HISTORY     - Date     Condition        Report By
 PW0078  HISTORY     - 1934     MONUMENTED       CGS
 PW0078  HISTORY     - 1967     MARK NOT FOUND   USGS
 PW0078
 PW0078                          STATION DESCRIPTION
 PW0078
 PW0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0078'6.7 MI SW FROM BUFFALO.
 PW0078'6.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0078'COUNTY, 2.0 MILES EAST OF THE BOUNDARY LINE OF THE BIG HORN NATIONAL
 PW0078'FOREST, 1.0 MILE WEST OF A DAM, AT THE EDGE OF A CUT, 22.7 FEET
 PW0078'NORTHEAST OF A STONE CULVERT, 29.5 FEET NORTH OF THE CENTERLINE OF THE
 PW0078'HIGHWAY, IN THE TOP OF A LARGE GRANITE ROCK, AND ABOUT 5.0 FEET HIGHER
 PW0078'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 38 1934.
 PW0078
 PW0078                          STATION RECOVERY (1967)
 PW0078
 PW0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0098 ***********************************************************************
 PW0098  DESIGNATION -  G 39
 PW0098  PID         -  PW0098
 PW0098  STATE/COUNTY-  WY/JOHNSON
 PW0098  USGS QUAD   -  BUFFALO (1970)
 PW0098
 PW0098                         *CURRENT SURVEY CONTROL
 PW0098  ___________________________________________________________________
 PW0098* NAD 83(1986)-  44 15 32.     (N)    106 41 41.     (W)     SCALED    
 PW0098* NAVD 88     -      1534.574  (meters)    5034.68   (feet)  ADJUSTED  
 PW0098  ___________________________________________________________________
 PW0098  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 PW0098  DYNAMIC HT  -        1533.820 (meters)    5032.21  (feet)  COMP
 PW0098  MODELED GRAV-     980,073.0   (mgal)                       NAVD 88
 PW0098
 PW0098  VERT ORDER  -  SECOND    CLASS 0
 PW0098
 PW0098.The horizontal coordinates were scaled from a topographic map and have
 PW0098.an estimated accuracy of +/- 6 seconds.
 PW0098
 PW0098.The orthometric height was determined by differential leveling
 PW0098.and adjusted by the National Geodetic Survey in June 1991..
 PW0098
 PW0098.The geoid height was determined by GEOID03.
 PW0098
 PW0098.The dynamic height is computed by dividing the NAVD 88
 PW0098.geopotential number by the normal gravity value computed on the
 PW0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0098.degrees latitude (g = 980.6199 gals.).
 PW0098
 PW0098.The modeled gravity was interpolated from observed gravity values.
 PW0098
 PW0098;                    North         East    Units  Estimated Accuracy
 PW0098;SPC WYEC     -   517,710.      450,990.      MT  (+/- 180 meters Scaled)
 PW0098
 PW0098                          SUPERSEDED SURVEY CONTROL
 PW0098
 PW0098  NGVD 29 (??/??/92) 1533.724  (m)         5031.89   (f) ADJ UNCH    2 0
 PW0098
 PW0098.Superseded values are not recommended for survey control.
 PW0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0098.See file dsdata.txt to determine how the superseded data were derived.
 PW0098
 PW0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK647020(NAD 83)
 PW0098_MARKER: DB = BENCH MARK DISK
 PW0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0098_SP_SET: CULVERT
 PW0098_STAMPING: G 39 1934
 PW0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0098
 PW0098  HISTORY     - Date     Condition        Report By
 PW0098  HISTORY     - 1934     MONUMENTED       CGS
 PW0098  HISTORY     - 1944     GOOD             NGS
 PW0098
 PW0098                          STATION DESCRIPTION
 PW0098
 PW0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0098'6.0 MI S FROM BUFFALO.
 PW0098'6.0 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM BUFFALO, JOHNSON COUNTY,
 PW0098'0.9 MILE SOUTH OF A SMALL CREEK, 285 FEET NORTH OF THE CENTERLINE OF
 PW0098'THE ROAD TO A RANCH HOUSE 200 FEET EAST OF THE HIGHWAY, AT A CONCRETE
 PW0098'CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEADWALL, 0.5 FOOT WEST
 PW0098'OF THE EAST FACE, AND 15.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 PW0098'A STANDARD DISK, STAMPED G 39 1934.
 PW0098
 PW0098                          STATION RECOVERY (1944)
 PW0098
 PW0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 PW0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0069 ***********************************************************************
 OV0069  DESIGNATION -  G 40
 OV0069  PID         -  OV0069
 OV0069  STATE/COUNTY-  WY/JOHNSON
 OV0069  USGS QUAD   -  KAYCEE NE (1981)
 OV0069
 OV0069                         *CURRENT SURVEY CONTROL
 OV0069  ___________________________________________________________________
 OV0069* NAD 83(1986)-  43 38 04.     (N)    106 36 04.     (W)     SCALED    
 OV0069* NAVD 88     -      1418.567  (meters)    4654.08   (feet)  POSTED    
 OV0069  ___________________________________________________________________
 OV0069  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 OV0069  DYNAMIC HT  -        1417.850 (meters)    4651.73  (feet)  COMP
 OV0069  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 OV0069  OBS GRAVITY -     980,061.7   (mgal)                       GRAV_OBS
 OV0069
 OV0069  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OV0069
 OV0069.The horizontal coordinates were scaled from a topographic map and have
 OV0069.an estimated accuracy of +/- 6 seconds.
 OV0069
 OV0069.The orthometric height was determined by differential leveling
 OV0069.and adjusted by the National Geodetic Survey in 1992..
 OV0069.No vertical observational check was made to the station.
 OV0069.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OV0069.was located on a no-check spur therefore a value was not computed.
 OV0069
 OV0069.The geoid height was determined by GEOID03.
 OV0069
 OV0069.The dynamic height is computed by dividing the NAVD 88
 OV0069.geopotential number by the normal gravity value computed on the
 OV0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0069.degrees latitude (g = 980.6199 gals.).
 OV0069
 OV0069.The modeled gravity was interpolated from observed gravity values.
 OV0069.The observed gravity was obtained from relative gravimeter ties
 OV0069.to the IGSN71 gravity network.
 OV0069
 OV0069;                    North         East    Units  Estimated Accuracy
 OV0069;SPC WYEC     -   448,400.      459,090.      MT  (+/- 180 meters Scaled)
 OV0069
 OV0069                          SUPERSEDED SURVEY CONTROL
 OV0069
 OV0069  NGVD 29 (??/??/92) 1417.823  (m)         4651.64   (f) ADJ UNCH    2 0
 OV0069
 OV0069.Superseded values are not recommended for survey control.
 OV0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0069.See file dsdata.txt to determine how the superseded data were derived.
 OV0069
 OV0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ708325(NAD 83)
 OV0069_MARKER: DB = BENCH MARK DISK
 OV0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0069_STAMPING: G 40 1934
 OV0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0069+STABILITY: SURFACE MOTION
 OV0069
 OV0069  HISTORY     - Date     Condition        Report By
 OV0069  HISTORY     - 1934     MONUMENTED       CGS
 OV0069  HISTORY     - 1946     GOOD             NGS
 OV0069  HISTORY     - 1968     GOOD             USGS
 OV0069
 OV0069                          STATION DESCRIPTION
 OV0069
 OV0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0069'6.0 MI S FROM KAYCEE.
 OV0069'6.0 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY,
 OV0069'112.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE OVER MURPHY
 OV0069'CREEK, 47.1 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.4 FEET
 OV0069'WEST OF A FENCE.  A STANDARD DISK, STAMPED G 40 1934 AND SET IN THE
 OV0069'TOP OF A CONCRETE POST.
 OV0069
 OV0069                          STATION RECOVERY (1968)
 OV0069
 OV0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0174 ***********************************************************************
 OX0174  DESIGNATION -  G 41
 OX0174  PID         -  OX0174
 OX0174  STATE/COUNTY-  WY/TETON
 OX0174  USGS QUAD   -  JENNY LAKE (1968)
 OX0174
 OX0174                         *CURRENT SURVEY CONTROL
 OX0174  ___________________________________________________________________
 OX0174* NAD 83(1986)-  43 47 11.     (N)    110 41 35.     (W)     SCALED    
 OX0174* NAVD 88     -      2104.592  (meters)    6904.82   (feet)  ADJUSTED  
 OX0174  ___________________________________________________________________
 OX0174  GEOID HEIGHT-          -8.93  (meters)                     GEOID03
 OX0174  DYNAMIC HT  -        2103.200 (meters)    6900.25  (feet)  COMP
 OX0174  MODELED GRAV-     979,882.1   (mgal)                       NAVD 88
 OX0174
 OX0174  VERT ORDER  -  SECOND    CLASS 0
 OX0174
 OX0174.The horizontal coordinates were scaled from a topographic map and have
 OX0174.an estimated accuracy of +/- 6 seconds.
 OX0174
 OX0174.The orthometric height was determined by differential leveling
 OX0174.and adjusted by the National Geodetic Survey in June 1991..
 OX0174
 OX0174.The geoid height was determined by GEOID03.
 OX0174
 OX0174.The dynamic height is computed by dividing the NAVD 88
 OX0174.geopotential number by the normal gravity value computed on the
 OX0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0174.degrees latitude (g = 980.6199 gals.).
 OX0174
 OX0174.The modeled gravity was interpolated from observed gravity values.
 OX0174
 OX0174;                    North         East    Units  Estimated Accuracy
 OX0174;SPC WY W     -   465,200.      750,920.      MT  (+/- 180 meters Scaled)
 OX0174
 OX0174                          SUPERSEDED SURVEY CONTROL
 OX0174
 OX0174  NGVD 29 (??/??/92) 2103.299  (m)         6900.57   (f) ADJ UNCH    2 0
 OX0174
 OX0174.Superseded values are not recommended for survey control.
 OX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0174.See file dsdata.txt to determine how the superseded data were derived.
 OX0174
 OX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP246481(NAD 83)
 OX0174_MARKER: DB = BENCH MARK DISK
 OX0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0174_STAMPING: G 41 1934
 OX0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0174+STABILITY: SURFACE MOTION
 OX0174
 OX0174  HISTORY     - Date     Condition        Report By
 OX0174  HISTORY     - 1934     MONUMENTED       CGS
 OX0174
 OX0174                          STATION DESCRIPTION
 OX0174
 OX0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0174'22.6 MI N FROM JACKSON.
 OX0174'ABOUT 22.6 MILES NORTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON
 OX0174'COUNTY, ABOUT 8.6 MILES SOUTH OF MORAN, ABOUT 3.6 MILES NORTH OF THE
 OX0174'JENNY LAKE STORE, ABOUT 1.1 MILES SOUTH OF THE BOUNDARY OF THE TETON
 OX0174'NATIONAL FOREST, 62.1 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 OX0174'ABOUT 1.7 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 41
 OX0174'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0011 ***********************************************************************
 OX0011  DESIGNATION -  G 42
 OX0011  PID         -  OX0011
 OX0011  STATE/COUNTY-  WY/TETON
 OX0011  USGS QUAD   -  ANGLE MOUNTAIN (1996)
 OX0011
 OX0011                         *CURRENT SURVEY CONTROL
 OX0011  ___________________________________________________________________
 OX0011* NAD 83(1986)-  43 49 13.     (N)    110 12 29.     (W)     SCALED    
 OX0011* NAVD 88     -      2570.303  (meters)    8432.74   (feet)  ADJUSTED  
 OX0011  ___________________________________________________________________
 OX0011  GEOID HEIGHT-          -8.13  (meters)                     GEOID03
 OX0011  DYNAMIC HT  -        2568.337 (meters)    8426.29  (feet)  COMP
 OX0011  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 OX0011
 OX0011  VERT ORDER  -  SECOND    CLASS 0
 OX0011
 OX0011.The horizontal coordinates were scaled from a topographic map and have
 OX0011.an estimated accuracy of +/- 6 seconds.
 OX0011
 OX0011.The orthometric height was determined by differential leveling
 OX0011.and adjusted by the National Geodetic Survey in June 1991..
 OX0011
 OX0011.The geoid height was determined by GEOID03.
 OX0011
 OX0011.The dynamic height is computed by dividing the NAVD 88
 OX0011.geopotential number by the normal gravity value computed on the
 OX0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0011.degrees latitude (g = 980.6199 gals.).
 OX0011
 OX0011.The modeled gravity was interpolated from observed gravity values.
 OX0011
 OX0011;                    North         East    Units  Estimated Accuracy
 OX0011;SPC WY W     -   468,790.      789,970.      MT  (+/- 180 meters Scaled)
 OX0011
 OX0011                          SUPERSEDED SURVEY CONTROL
 OX0011
 OX0011  NGVD 29 (??/??/92) 2568.862  (m)         8428.01   (f) ADJ UNCH    2 0
 OX0011
 OX0011.Superseded values are not recommended for survey control.
 OX0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0011.See file dsdata.txt to determine how the superseded data were derived.
 OX0011
 OX0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP636522(NAD 83)
 OX0011_MARKER: DB = BENCH MARK DISK
 OX0011_SETTING: 80 = SET IN A BOULDER
 OX0011_SP_SET: BOULDER
 OX0011_STAMPING: G 42 1934
 OX0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0011+STABILITY: SURFACE MOTION
 OX0011
 OX0011  HISTORY     - Date     Condition        Report By
 OX0011  HISTORY     - 1934     MONUMENTED       CGS
 OX0011  HISTORY     - 1965     GOOD             USGS
 OX0011
 OX0011                          STATION DESCRIPTION
 OX0011
 OX0011'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0011'26.4 MI E FROM MORAN.
 OX0011'26.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, TETON
 OX0011'COUNTY, ABOUT 25.1 MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY 187,
 OX0011'ABOUT 7.6 MILES EAST OF THE BRIDGE OVER BUFFALO FORK CREEK, 9.8 MILES
 OX0011'WEST OF THE TOGWOTEE PASS, ABOUT 0.5 MILE WEST OF THE TOGWOTEE LODGE,
 OX0011'ON THE SUMMIT OF A HILL, 28.0 FEET SOUTHEAST OF A 20-INCH PINE TREE,
 OX0011'58.0 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A
 OX0011'GRANITE BOULDER PROJECTING 1.5 FEET ABOVE GROUND, AND ABOUT 7.0 FEET
 OX0011'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 42 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0097 ***********************************************************************
 NS0097  DESIGNATION -  G 43
 NS0097  PID         -  NS0097
 NS0097  STATE/COUNTY-  WY/SWEETWATER
 NS0097  USGS QUAD   -  EDEN RESERVOIR WEST (1980)
 NS0097
 NS0097                         *CURRENT SURVEY CONTROL
 NS0097  ___________________________________________________________________
 NS0097* NAD 83(1986)-  42 13 35.     (N)    109 26 25.     (W)     SCALED    
 NS0097* NAVD 88     -      2067.861  (meters)    6784.31   (feet)  ADJUSTED  
 NS0097  ___________________________________________________________________
 NS0097  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 NS0097  DYNAMIC HT  -        2066.118 (meters)    6778.59  (feet)  COMP
 NS0097  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 NS0097
 NS0097  VERT ORDER  -  FIRST     CLASS II
 NS0097
 NS0097.The horizontal coordinates were scaled from a topographic map and have
 NS0097.an estimated accuracy of +/- 6 seconds.
 NS0097
 NS0097.The orthometric height was determined by differential leveling
 NS0097.and adjusted by the National Geodetic Survey in June 1991..
 NS0097
 NS0097.The geoid height was determined by GEOID03.
 NS0097
 NS0097.The dynamic height is computed by dividing the NAVD 88
 NS0097.geopotential number by the normal gravity value computed on the
 NS0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0097.degrees latitude (g = 980.6199 gals.).
 NS0097
 NS0097.The modeled gravity was interpolated from observed gravity values.
 NS0097
 NS0097;                    North         East    Units  Estimated Accuracy
 NS0097;SPC WYWC     -   191,950.      543,020.      MT  (+/- 180 meters Scaled)
 NS0097
 NS0097                          SUPERSEDED SURVEY CONTROL
 NS0097
 NS0097  NGVD 29 (??/??/92) 2066.543  (m)         6779.98   (f) ADJ UNCH    1 2
 NS0097
 NS0097.Superseded values are not recommended for survey control.
 NS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0097.See file dsdata.txt to determine how the superseded data were derived.
 NS0097
 NS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM287760(NAD 83)
 NS0097_MARKER: DB = BENCH MARK DISK
 NS0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0097_STAMPING: G 43 1934
 NS0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0097+STABILITY: SURFACE MOTION
 NS0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0097+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 NS0097
 NS0097  HISTORY     - Date     Condition        Report By
 NS0097  HISTORY     - 1934     MONUMENTED       CGS
 NS0097  HISTORY     - 1968     GOOD             NGS
 NS0097  HISTORY     - 20010601 GOOD             WYDT
 NS0097
 NS0097                          STATION DESCRIPTION
 NS0097
 NS0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0097'7.9 MI N FROM FARSON.
 NS0097'IN SWEET WATER COUNTY, ABOUT 7.9 MILES NORTH ALONG U.S. HIGHWAY 187
 NS0097'FROM THE HOTEL AT FARSON, SWEETWATER COUNTY, ABOUT 38.3 MILES
 NS0097'SOUTHEAST OF THE POST OFFICE AT BOULDER, SUBLETTE COUNTY, ABOUT 6.0
 NS0097'MILES NORTH OF THE BRIDGE NEAR THE JUNCTION WITH THE ROAD LEADING TO
 NS0097'SOUTH PASS CITY, ABOUT 500 FEET NORTHEAST OF A LARGE DOME-SHAPED KNOB
 NS0097'OF CLAY ON A KNOLL WEST OF THE HIGHWAY, 20 FEET SOUTHEAST OF THE ROAD
 NS0097'LEADING PAST THE KNOB, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NS0097'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G 43 1934
 NS0097'AND SET IN THE TOP OF A CONCRETE POST.
 NS0097
 NS0097                          STATION RECOVERY (1968)
 NS0097
 NS0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NS0097'RECOVERED IN GOOD CONDITION.
 NS0097
 NS0097                          STATION RECOVERY (2001)
 NS0097
 NS0097'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 2001
 NS0097'FROM MILE POST 49.56 NORTH OF FARSON ON US HIGHWAY 191, TURN RIGHT
 NS0097'(EAST) ONTO A GRAVEL ROAD, MARKED BIG SANDY RECREATION AREA, FOLLOW
 NS0097'GRAVEL ROAD FOR 0.98 MILES TO A CROSSROAD (2 TRACK) TURN RIGHT (SOUTH)
 NS0097'GO 1.06 MILES TO POINT ON RIGHT, POINT IS 30 FT. EAST OF CENTERLINE OF
 NS0097'2 TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0131 ***********************************************************************
 NS0131  DESIGNATION -  G 44
 NS0131  PID         -  NS0131
 NS0131  STATE/COUNTY-  WY/SUBLETTE
 NS0131  USGS QUAD   -  PINEDALE (1980)
 NS0131
 NS0131                         *CURRENT SURVEY CONTROL
 NS0131  ___________________________________________________________________
 NS0131* NAD 83(1986)-  42 50 15.     (N)    109 50 49.     (W)     SCALED    
 NS0131* NAVD 88     -      2178.808  (meters)    7148.31   (feet)  ADJUSTED  
 NS0131  ___________________________________________________________________
 NS0131  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 NS0131  DYNAMIC HT  -        2177.014 (meters)    7142.42  (feet)  COMP
 NS0131  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 NS0131
 NS0131  VERT ORDER  -  FIRST     CLASS II
 NS0131
 NS0131.The horizontal coordinates were scaled from a topographic map and have
 NS0131.an estimated accuracy of +/- 6 seconds.
 NS0131
 NS0131.The orthometric height was determined by differential leveling
 NS0131.and adjusted by the National Geodetic Survey in June 1991..
 NS0131
 NS0131.The geoid height was determined by GEOID03.
 NS0131
 NS0131.The dynamic height is computed by dividing the NAVD 88
 NS0131.geopotential number by the normal gravity value computed on the
 NS0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0131.degrees latitude (g = 980.6199 gals.).
 NS0131
 NS0131.The modeled gravity was interpolated from observed gravity values.
 NS0131
 NS0131;                    North         East    Units  Estimated Accuracy
 NS0131;SPC WY W     -   359,630.      819,330.      MT  (+/- 180 meters Scaled)
 NS0131
 NS0131                          SUPERSEDED SURVEY CONTROL
 NS0131
 NS0131  NGVD 29 (??/??/92) 2177.37   (m)         7143.6    (f) COMPUTED    1 2
 NS0131
 NS0131.Superseded values are not recommended for survey control.
 NS0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0131.See file dsdata.txt to determine how the superseded data were derived.
 NS0131
 NS0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN942434(NAD 83)
 NS0131_MARKER: DB = BENCH MARK DISK
 NS0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0131_STAMPING: G-44 1934
 NS0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0131+STABILITY: SURFACE MOTION
 NS0131
 NS0131  HISTORY     - Date     Condition        Report By
 NS0131  HISTORY     - 1934     MONUMENTED       CGS
 NS0131
 NS0131                          STATION DESCRIPTION
 NS0131
 NS0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0131'2.2 MI S FROM PINEDALE.
 NS0131'2.2 MILES SOUTH OF THE COURTHOUSE IN PINEDALE BY HIGHWAY.  ALONG U.S.
 NS0131'HIGHWAY 187 BETWEEN PINEDALE AND BOULDER, 9.5 MILES NORTH OF THE POST
 NS0131'OFFICE IN BOULDER BY HIGHWAY, NEAR FENCE CORNER, 40 FEET WEST OF THE
 NS0131'CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF FENCE.  THE MARK IS SET
 NS0131'HORIZONTALLY IN CONCRETE POST AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0132 ***********************************************************************
 NS0132  DESIGNATION -  G 44 RESET
 NS0132  PID         -  NS0132
 NS0132  STATE/COUNTY-  WY/SUBLETTE
 NS0132  USGS QUAD   -  PINEDALE (1980)
 NS0132
 NS0132                         *CURRENT SURVEY CONTROL
 NS0132  ___________________________________________________________________
 NS0132* NAD 83(1986)-  42 50 15.     (N)    109 50 49.     (W)     SCALED    
 NS0132* NAVD 88     -      2178.88   (meters)    7148.5    (feet)  RESET     
 NS0132  ___________________________________________________________________
 NS0132  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 NS0132
 NS0132  VERT ORDER  -  THIRD
 NS0132
 NS0132.The horizontal coordinates were scaled from a topographic map and have
 NS0132.an estimated accuracy of +/- 6 seconds.
 NS0132
 NS0132.The orthometric height was computed from unverified reset data.
 NS0132.No vertical observational check was made to the station.
 NS0132
 NS0132.The geoid height was determined by GEOID03.
 NS0132
 NS0132;                    North         East    Units  Estimated Accuracy
 NS0132;SPC WY W     -   359,630.      819,330.      MT  (+/- 180 meters Scaled)
 NS0132
 NS0132                          SUPERSEDED SURVEY CONTROL
 NS0132
 NS0132  NGVD 29 (??/??/??) 2177.44   (m)         7143.8    (f) RESET       3  
 NS0132
 NS0132.Superseded values are not recommended for survey control.
 NS0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0132.See file dsdata.txt to determine how the superseded data were derived.
 NS0132
 NS0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN942434(NAD 83)
 NS0132_MARKER: DB = BENCH MARK DISK
 NS0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0132_STAMPING: G 44 RESET 1935
 NS0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0132+STABILITY: SURFACE MOTION
 NS0132
 NS0132  HISTORY     - Date     Condition        Report By
 NS0132  HISTORY     - 1935     MONUMENTED       WYHD
 NS0132
 NS0132                          STATION DESCRIPTION
 NS0132
 NS0132'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1935
 NS0132'IN PINEDALE.
 NS0132'A STANDARD DISK, STAMPED G 44 RESET 1935 AND SET IN THE TOP OF A
 NS0132'CONCRETE POST 34.2 FEET WEST OF THE ORIGINAL LOCATION OF BENCH MARK G
 NS0132'44 DESCRIBED ON PAGE 2 OF THIS LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0050 ***********************************************************************
 OX0050  DESIGNATION -  G 45 RESET
 OX0050  PID         -  OX0050
 OX0050  STATE/COUNTY-  WY/SUBLETTE
 OX0050  USGS QUAD   -  RASPBERRY RIDGE (1967)
 OX0050
 OX0050                         *CURRENT SURVEY CONTROL
 OX0050  ___________________________________________________________________
 OX0050* NAD 83(1986)-  43 09 09.     (N)    110 17 28.     (W)     SCALED    
 OX0050* NAVD 88     -      2164.78   (meters)    7102.3    (feet)  RESET     
 OX0050  ___________________________________________________________________
 OX0050  GEOID HEIGHT-         -10.58  (meters)                     GEOID03
 OX0050
 OX0050  VERT ORDER  -  THIRD
 OX0050
 OX0050.The horizontal coordinates were scaled from a topographic map and have
 OX0050.an estimated accuracy of +/- 6 seconds.
 OX0050
 OX0050.The orthometric height was computed from unverified reset data.
 OX0050.No vertical observational check was made to the station.
 OX0050
 OX0050.The geoid height was determined by GEOID03.
 OX0050
 OX0050;                    North         East    Units  Estimated Accuracy
 OX0050;SPC WY W     -   394,620.      783,100.      MT  (+/- 180 meters Scaled)
 OX0050
 OX0050                          SUPERSEDED SURVEY CONTROL
 OX0050
 OX0050  NGVD 29 (??/??/??) 2163.26   (m)         7097.3    (f) RESET       3  
 OX0050
 OX0050.Superseded values are not recommended for survey control.
 OX0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0050.See file dsdata.txt to determine how the superseded data were derived.
 OX0050
 OX0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN576779(NAD 83)
 OX0050_MARKER: DB = BENCH MARK DISK
 OX0050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0050_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0050
 OX0050  HISTORY     - Date     Condition        Report By
 OX0050  HISTORY     - 1962     MONUMENTED       CGS
 OX0050  HISTORY     - 1962     GOOD             NGS
 OX0050
 OX0050                          STATION DESCRIPTION
 OX0050
 OX0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OX0050'34.7 MI NW FROM PINEDALE.
 OX0050'34.7 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE AT
 OX0050'PINEDALE, 7.35 MILES SOUTHEAST OF THE SCHOOL AT BONDURANT, 0.1 MILE
 OX0050'EAST OF THE CROSSING OF SANDROCK CREEK, AT THE FOOT OF THE WEST SLOPE
 OX0050'OF A KNOLL, 153 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 OX0050'HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND BRAZED ON THE TOP
 OX0050'OF A 2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0084 ***********************************************************************
 OX0084  DESIGNATION -  G 46
 OX0084  PID         -  OX0084
 OX0084  STATE/COUNTY-  WY/TETON
 OX0084  USGS QUAD   -  JACKSON (1996)
 OX0084
 OX0084                         *CURRENT SURVEY CONTROL
 OX0084  ___________________________________________________________________
 OX0084* NAD 83(1986)-  43 24 44.     (N)    110 46 16.     (W)     SCALED    
 OX0084* NAVD 88     -      1853.478  (meters)    6080.95   (feet)  ADJUSTED  
 OX0084  ___________________________________________________________________
 OX0084  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 OX0084  DYNAMIC HT  -        1852.227 (meters)    6076.85  (feet)  COMP
 OX0084  MODELED GRAV-     979,879.4   (mgal)                       NAVD 88
 OX0084
 OX0084  VERT ORDER  -  FIRST     CLASS II
 OX0084
 OX0084.The horizontal coordinates were scaled from a topographic map and have
 OX0084.an estimated accuracy of +/- 6 seconds.
 OX0084
 OX0084.The orthometric height was determined by differential leveling
 OX0084.and adjusted by the National Geodetic Survey in June 1991..
 OX0084
 OX0084.The geoid height was determined by GEOID03.
 OX0084
 OX0084.The dynamic height is computed by dividing the NAVD 88
 OX0084.geopotential number by the normal gravity value computed on the
 OX0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0084.degrees latitude (g = 980.6199 gals.).
 OX0084
 OX0084.The modeled gravity was interpolated from observed gravity values.
 OX0084
 OX0084;                    North         East    Units  Estimated Accuracy
 OX0084;SPC WY W     -   423,680.      744,300.      MT  (+/- 180 meters Scaled)
 OX0084
 OX0084                          SUPERSEDED SURVEY CONTROL
 OX0084
 OX0084  NGVD 29 (??/??/92) 1852.188  (m)         6076.72   (f) ADJ UNCH    1 2
 OX0084
 OX0084.Superseded values are not recommended for survey control.
 OX0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0084.See file dsdata.txt to determine how the superseded data were derived.
 OX0084
 OX0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP185066(NAD 83)
 OX0084_MARKER: DB = BENCH MARK DISK
 OX0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0084_STAMPING: G 46 1934
 OX0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0084+STABILITY: SURFACE MOTION
 OX0084
 OX0084  HISTORY     - Date     Condition        Report By
 OX0084  HISTORY     - 1934     MONUMENTED       CGS
 OX0084  HISTORY     - 1972     GOOD             NGS
 OX0084
 OX0084                          STATION DESCRIPTION
 OX0084
 OX0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0084'6.1 MI S FROM JACKSON.
 OX0084'6.1 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0084'ABOUT 4.5 MILES SOUTH OF THE JUNCTION WITH STATE HIGHWAY 22, NEAR A
 OX0084'RANCH, ON THE SIDE OF A HILL, 127.0 FEET NORTH OF THE CENTER OF THE
 OX0084'JUNCTION WITH THE ROAD LEADING SOUTHWEST TO THE RANCH, 53.0 FEET
 OX0084'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2.0 FEET HIGHER
 OX0084'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 46 1934 AND SET IN THE
 OX0084'TOP OF A CONCRETE POST.
 OX0084
 OX0084                          STATION RECOVERY (1972)
 OX0084
 OX0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 OX0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0093 ***********************************************************************
 OW0093  DESIGNATION -  G 48
 OW0093  PID         -  OW0093
 OW0093  STATE/COUNTY-  WY/FREMONT
 OW0093  USGS QUAD   -  MORTON (1978)
 OW0093
 OW0093                         *CURRENT SURVEY CONTROL
 OW0093  ___________________________________________________________________
 OW0093* NAD 83(1986)-  43 12 15.     (N)    108 46 56.     (W)     SCALED    
 OW0093* NAVD 88     -      1683.014  (meters)    5521.69   (feet)  ADJUSTED  
 OW0093  ___________________________________________________________________
 OW0093  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 OW0093  DYNAMIC HT  -        1681.912 (meters)    5518.07  (feet)  COMP
 OW0093  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 OW0093
 OW0093  VERT ORDER  -  SECOND    CLASS 0
 OW0093
 OW0093.The horizontal coordinates were scaled from a topographic map and have
 OW0093.an estimated accuracy of +/- 6 seconds.
 OW0093
 OW0093.The orthometric height was determined by differential leveling
 OW0093.and adjusted by the National Geodetic Survey in June 1991..
 OW0093
 OW0093.The geoid height was determined by GEOID03.
 OW0093
 OW0093.The dynamic height is computed by dividing the NAVD 88
 OW0093.geopotential number by the normal gravity value computed on the
 OW0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0093.degrees latitude (g = 980.6199 gals.).
 OW0093
 OW0093.The modeled gravity was interpolated from observed gravity values.
 OW0093
 OW0093;                    North         East    Units  Estimated Accuracy
 OW0093;SPC WYWC     -   300,340.      597,380.      MT  (+/- 180 meters Scaled)
 OW0093
 OW0093                          SUPERSEDED SURVEY CONTROL
 OW0093
 OW0093  NGVD 29 (??/??/92) 1681.996  (m)         5518.35   (f) ADJ UNCH    2 0
 OW0093
 OW0093.Superseded values are not recommended for survey control.
 OW0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0093.See file dsdata.txt to determine how the superseded data were derived.
 OW0093
 OW0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN801858(NAD 83)
 OW0093_MARKER: DB = BENCH MARK DISK
 OW0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0093_STAMPING: G 48 1934
 OW0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0093+STABILITY: SURFACE MOTION
 OW0093
 OW0093  HISTORY     - Date     Condition        Report By
 OW0093  HISTORY     - 1934     MONUMENTED       CGS
 OW0093
 OW0093                          STATION DESCRIPTION
 OW0093
 OW0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0093'59.1 MI E FROM DUBOIS.
 OW0093'ABOUT 59.1 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0093'DUBOIS, FREMONT COUNTY, ABOUT 23.9 MILES WEST OF RIVERTON, ABOUT 0.5
 OW0093'MILE WEST OF THE L.R. SCHENCK STORE AT MORTON, ABOUT 10.5 MILES EAST
 OW0093'OF THE WIND RIVER DIVERSION DAM, ABOUT 400.0 FEET SOUTH OF A LAKE,
 OW0093'ABOUT 100.0 FEET SOUTH OF AN EAST-AND-WEST ROW OF POLES, 48.3 FEET
 OW0093'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1.3 FEET NORTH OF A
 OW0093'FENCE.  A STANDARD DISK, STAMPED G 48 1934 AND SET IN THE TOP OF A
 OW0093'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0020 ***********************************************************************
 NT0020  DESIGNATION -  G 50
 NT0020  PID         -  NT0020
 NT0020  STATE/COUNTY-  WY/SUBLETTE
 NT0020  USGS QUAD   -  BALL ISLAND (1970)
 NT0020
 NT0020                         *CURRENT SURVEY CONTROL
 NT0020  ___________________________________________________________________
 NT0020* NAD 83(1986)-  42 42 25.     (N)    110 04 37.     (W)     SCALED    
 NT0020* NAVD 88     -      2161.306  (meters)    7090.88   (feet)  ADJUSTED  
 NT0020  ___________________________________________________________________
 NT0020  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 NT0020  DYNAMIC HT  -        2159.571 (meters)    7085.19  (feet)  COMP
 NT0020  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 NT0020
 NT0020  VERT ORDER  -  SECOND    CLASS 0
 NT0020
 NT0020.The horizontal coordinates were scaled from a topographic map and have
 NT0020.an estimated accuracy of +/- 6 seconds.
 NT0020
 NT0020.The orthometric height was determined by differential leveling
 NT0020.and adjusted by the National Geodetic Survey in June 1991..
 NT0020
 NT0020.The geoid height was determined by GEOID03.
 NT0020
 NT0020.The dynamic height is computed by dividing the NAVD 88
 NT0020.geopotential number by the normal gravity value computed on the
 NT0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0020.degrees latitude (g = 980.6199 gals.).
 NT0020
 NT0020.The modeled gravity was interpolated from observed gravity values.
 NT0020
 NT0020;                    North         East    Units  Estimated Accuracy
 NT0020;SPC WY W     -   345,100.      800,520.      MT  (+/- 180 meters Scaled)
 NT0020
 NT0020                          SUPERSEDED SURVEY CONTROL
 NT0020
 NT0020  NGVD 29 (??/??/92) 2159.913  (m)         7086.31   (f) ADJ UNCH    2 0
 NT0020
 NT0020.Superseded values are not recommended for survey control.
 NT0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0020.See file dsdata.txt to determine how the superseded data were derived.
 NT0020
 NT0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN755286(NAD 83)
 NT0020_MARKER: DB = BENCH MARK DISK
 NT0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0020_SP_SET: CONCRETE POST
 NT0020_STAMPING: G 50 1934
 NT0020_MARK LOGO: CGS   
 NT0020_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0020+STABILITY: SURFACE MOTION
 NT0020
 NT0020  HISTORY     - Date     Condition        Report By
 NT0020  HISTORY     - 1934     MONUMENTED       CGS
 NT0020  HISTORY     - 1970     GOOD             USGS
 NT0020  HISTORY     - 1989     MARK NOT FOUND   WYHD
 NT0020  HISTORY     - 19910605 GOOD             LOCENG
 NT0020
 NT0020                          STATION DESCRIPTION
 NT0020
 NT0020'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NT0020'11.2 MI N FROM BIG PINEY.
 NT0020'BIG PINEY, JUNCTION OF U.S. HIGHWAY 189 AND STATE HIGHWAY 1800, 11.2
 NT0020'MILES NORTH ALONG U.S. HIGHWAY 189, 345 FEET NORTHEAST Y ROAD, 145
 NT0020'FEET NORTHEAST OF CATTLEGUARD, 36 FEET SOUTHEAST OF GRAVEL ROAD, 5
 NT0020'FEET SOUTHEAST OF BRACE POST AT FENCE CORNER, SET IN TOP OF A CONCRETE
 NT0020'POST PROJECTING 0.6 FOOT, A STANDARD DISK STAMPED G 50 1934.
 NT0020
 NT0020                          STATION RECOVERY (1989)
 NT0020
 NT0020'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1989 (SVW)
 NT0020'MARK NOT FOUND.
 NT0020
 NT0020                          STATION RECOVERY (1991)
 NT0020
 NT0020'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 NT0020'RECOVERED IN GOOD CONDITION.  NOTE--PLACED NGS SIGN ON BLACK STEEL
 NT0020'FENCE POST WESTERLY 1 FOOT,DESCRIPTION REFERS TO ABANDONED HIGHWAY
 NT0020'189, MONUMENT IS NEAR JUNCTION OF RELOCATED HIGHWAY 189 WITH PREVIOUS
 NT0020'HIGHWAY, MONUMENT IS EASTERLY 4 FEET (1.2 M) OF CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0046 ***********************************************************************
 NT0046  DESIGNATION -  G 51
 NT0046  PID         -  NT0046
 NT0046  STATE/COUNTY-  WY/LINCOLN
 NT0046  USGS QUAD   -  FONTENELLE RESERVOIR SW (1968)
 NT0046
 NT0046                         *CURRENT SURVEY CONTROL
 NT0046  ___________________________________________________________________
 NT0046* NAD 83(1993)-  42 01 15.16702(N)    110 09 24.15207(W)     ADJUSTED  
 NT0046* NAVD 88     -      2099.204  (meters)    6887.14   (feet)  ADJUSTED  
 NT0046  ___________________________________________________________________
 NT0046  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 NT0046  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 NT0046  DYNAMIC HT  -        2097.464 (meters)    6881.43  (feet)  COMP
 NT0046  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 NT0046
 NT0046  HORZ ORDER  -  FIRST
 NT0046  VERT ORDER  -  SECOND    CLASS 0
 NT0046
 NT0046.The horizontal coordinates were established by classical geodetic methods
 NT0046.and adjusted by the National Geodetic Survey in January 1997..
 NT0046
 NT0046.The orthometric height was determined by differential leveling
 NT0046.and adjusted by the National Geodetic Survey in June 1991..
 NT0046
 NT0046.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0046
 NT0046.The geoid height was determined by GEOID03.
 NT0046
 NT0046.The dynamic height is computed by dividing the NAVD 88
 NT0046.geopotential number by the normal gravity value computed on the
 NT0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0046.degrees latitude (g = 980.6199 gals.).
 NT0046
 NT0046.The modeled gravity was interpolated from observed gravity values.
 NT0046
 NT0046;                    North         East     Units Scale Factor Converg.
 NT0046;SPC WY W     -   268,899.360   793,923.145   MT  0.99993795   -0 02 56.8
 NT0046;SPC WYWC     -   169,854.216   483,497.247   MT  1.00010446   -0 56 30.3
 NT0046;UTM  12      - 4,652,438.425   569,816.793   MT  0.99965998   +0 33 52.3
 NT0046
 NT0046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0046!SPC WY W     -   0.99967308  x   0.99993795  =   0.99961105
 NT0046!SPC WYWC     -   0.99967308  x   1.00010446  =   0.99977750
 NT0046!UTM  12      -   0.99967308  x   0.99965998  =   0.99933317
 NT0046
 NT0046                          SUPERSEDED SURVEY CONTROL
 NT0046
 NT0046  NAD 83(1993)-  42 01 15.16005(N)    110 09 24.14864(W) AD(       ) 1
 NT0046  NAD 83(1986)-  42 01 15.16003(N)    110 09 24.14878(W) AD(       ) 1
 NT0046  NAD 27      -  42 01 15.35100(N)    110 09 21.57120(W) AD(       ) 1
 NT0046  NGVD 29 (??/??/92) 2097.872  (m)         6882.77   (f) ADJ UNCH    2 0
 NT0046
 NT0046.Superseded values are not recommended for survey control.
 NT0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0046.See file dsdata.txt to determine how the superseded data were derived.
 NT0046
 NT0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6981752438(NAD 83)
 NT0046_MARKER: DB = BENCH MARK DISK
 NT0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0046_SP_SET: CONCRETE POST
 NT0046_STAMPING: G 51 1934
 NT0046_MARK LOGO: CGS   
 NT0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0046+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1969
 NT0046
 NT0046  HISTORY     - Date     Condition        Report By
 NT0046  HISTORY     - 1962     MONUMENTED       CGS
 NT0046  HISTORY     - 1968     GOOD             USGS
 NT0046  HISTORY     - 19690709 GOOD             USGS
 NT0046
 NT0046                          STATION DESCRIPTION
 NT0046
 NT0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 NT0046'THE STATION IS ABOUT 26 MILES NORTHEAST OF KEMMERER, 18-1/2 MILES
 NT0046'SOUTH-SOUTHEAST OF LA BARGE AND 0.15 MILE NORTH OF U.S. HIGHWAY
 NT0046'189.  THE STATION IS A STANDARD DISK, STAMPED G 51 1934, SET
 NT0046'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 12 INCHES.
 NT0046'
 NT0046'TRIANGULATION STATION FONTENELLE IS 3,409.572 METERS OR
 NT0046'(11,186.24 FEET) SOUTHEAST.
 NT0046'
 NT0046'MEASUREMENT WAS MADE BY GEODIMETER.
 NT0046
 NT0046                          STATION RECOVERY (1968)
 NT0046
 NT0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NT0046'19.3 MI S FROM LA BARGE.
 NT0046'19.3 MILES S ALONG U.S. HWY. 189 FROM P.O. AT LA BARGE, THENCE 0.2
 NT0046'MILES NW ALONG TRACK ROAD TO WYE INTERSECTION OF OLD HIGHWAY, 63.3
 NT0046'FEET EAST OF OLD HIGHWAY AND 1 FOOT WEST OF WITNESS POST, A STANDARD
 NT0046'DISK SET IN TOP OF CONCRETE POST PROJECTING 1.5 FEET ABOVE THE GROUND.
 NT0046
 NT0046                          STATION RECOVERY (1969)
 NT0046
 NT0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0039 ***********************************************************************
 MR0039  DESIGNATION -  G 52
 MR0039  PID         -  MR0039
 MR0039  STATE/COUNTY-  WY/LINCOLN
 MR0039  USGS QUAD   -  WILLOW SPRINGS (1969)
 MR0039
 MR0039                         *CURRENT SURVEY CONTROL
 MR0039  ___________________________________________________________________
 MR0039* NAD 83(1986)-  41 45 23.     (N)    110 25 54.     (W)     SCALED    
 MR0039* NAVD 88     -      2057.955  (meters)    6751.81   (feet)  ADJUSTED  
 MR0039  ___________________________________________________________________
 MR0039  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 MR0039  DYNAMIC HT  -        2056.183 (meters)    6745.99  (feet)  COMP
 MR0039  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 MR0039
 MR0039  VERT ORDER  -  SECOND    CLASS 0
 MR0039
 MR0039.The horizontal coordinates were scaled from a topographic map and have
 MR0039.an estimated accuracy of +/- 6 seconds.
 MR0039
 MR0039.The orthometric height was determined by differential leveling
 MR0039.and adjusted by the National Geodetic Survey in June 1991..
 MR0039
 MR0039.The geoid height was determined by GEOID03.
 MR0039
 MR0039.The dynamic height is computed by dividing the NAVD 88
 MR0039.geopotential number by the normal gravity value computed on the
 MR0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0039.degrees latitude (g = 980.6199 gals.).
 MR0039
 MR0039.The modeled gravity was interpolated from observed gravity values.
 MR0039
 MR0039;                    North         East    Units  Estimated Accuracy
 MR0039;SPC WY W     -   239,580.      771,030.      MT  (+/- 180 meters Scaled)
 MR0039
 MR0039                          SUPERSEDED SURVEY CONTROL
 MR0039
 MR0039  NGVD 29 (??/??/92) 2056.59   (m)         6747.3    (f) COMPUTED    2 0
 MR0039
 MR0039.Superseded values are not recommended for survey control.
 MR0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0039.See file dsdata.txt to determine how the superseded data were derived.
 MR0039
 MR0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM472228(NAD 83)
 MR0039_MARKER: DB = BENCH MARK DISK
 MR0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0039_SP_SET: ABUTMENT
 MR0039_STAMPING: G 52 1934
 MR0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0039
 MR0039  HISTORY     - Date     Condition        Report By
 MR0039  HISTORY     - 1934     MONUMENTED       CGS
 MR0039
 MR0039                          STATION DESCRIPTION
 MR0039
 MR0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0039'5.8 MI W FROM OPAL.
 MR0039'ABOUT 5.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0039'AT OPAL, LINCOLN COUNTY, ABOUT 1.0 MILE WEST OF THE STATION AT FOLGER,
 MR0039'ABOUT 1,580 FEET WEST OF MILEPOST 30, AT BRIDGE 30.27, IN THE TOP OF
 MR0039'THE NORTH END OF THE WEST CONCRETE ABUTMENT, 1.5 FEET SOUTH OF THE
 MR0039'NORTH FACE OF THE ABUTMENT, 1.5 FEET WEST OF THE EAST FACE, 15.0 FEET
 MR0039'NORTH OF THE NORTH RAIL, STAMPED G 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0110 ***********************************************************************
 OU0110  DESIGNATION -  G 53
 OU0110  PID         -  OU0110
 OU0110  STATE/COUNTY-  WY/NIOBRARA
 OU0110  USGS QUAD   -  MULE CREEK (1978)
 OU0110
 OU0110                         *CURRENT SURVEY CONTROL
 OU0110  ___________________________________________________________________
 OU0110* NAD 83(1986)-  43 15 02.     (N)    104 14 56.     (W)     SCALED    
 OU0110* NAVD 88     -      1224.893  (meters)    4018.67   (feet)  ADJUSTED  
 OU0110  ___________________________________________________________________
 OU0110  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 OU0110  DYNAMIC HT  -        1224.331 (meters)    4016.83  (feet)  COMP
 OU0110  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 OU0110
 OU0110  VERT ORDER  -  SECOND    CLASS 0
 OU0110
 OU0110.The horizontal coordinates were scaled from a topographic map and have
 OU0110.an estimated accuracy of +/- 6 seconds.
 OU0110
 OU0110.The orthometric height was determined by differential leveling
 OU0110.and adjusted by the National Geodetic Survey in June 1991..
 OU0110
 OU0110.The geoid height was determined by GEOID03.
 OU0110
 OU0110.The dynamic height is computed by dividing the NAVD 88
 OU0110.geopotential number by the normal gravity value computed on the
 OU0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0110.degrees latitude (g = 980.6199 gals.).
 OU0110
 OU0110.The modeled gravity was interpolated from observed gravity values.
 OU0110
 OU0110;                    North         East    Units  Estimated Accuracy
 OU0110;SPC WY E     -   305,900.      274,530.      MT  (+/- 180 meters Scaled)
 OU0110
 OU0110                          SUPERSEDED SURVEY CONTROL
 OU0110
 OU0110  NGVD 29 (??/??/92) 1224.283  (m)         4016.67   (f) ADJ UNCH    2 0
 OU0110
 OU0110.Superseded values are not recommended for survey control.
 OU0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0110.See file dsdata.txt to determine how the superseded data were derived.
 OU0110
 OU0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH609889(NAD 83)
 OU0110_MARKER: DB = BENCH MARK DISK
 OU0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0110_STAMPING: G 53 1934
 OU0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0110+STABILITY: SURFACE MOTION
 OU0110
 OU0110  HISTORY     - Date     Condition        Report By
 OU0110  HISTORY     - 1934     MONUMENTED       CGS
 OU0110
 OU0110                          STATION DESCRIPTION
 OU0110
 OU0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0110'15.7 MI W FROM EDGEMONT.
 OU0110'IN NIOBRARA COUNTY, WYOMING, 15.7 MILES WEST ALONG U.S. HIGHWAY
 OU0110'18 FROM THE POST OFFICE AT EDGEMONT, FALL RIVER COUNTY, SOUTH
 OU0110'DAKOTA, THENCE 7.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 85, 2.1
 OU0110'MILES NORTHEAST OF THE BRIDGE OVER OLD WOMAN CREEK, 48.5 FEET
 OU0110'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET NORTH OF
 OU0110'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED G 53 1934 AND
 OU0110'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0171 ***********************************************************************
 OU0171  DESIGNATION -  G 55
 OU0171  PID         -  OU0171
 OU0171  STATE/COUNTY-  WY/NIOBRARA
 OU0171  USGS QUAD   -  WAGONHOUND CREEK NE (1981)
 OU0171
 OU0171                         *CURRENT SURVEY CONTROL
 OU0171  ___________________________________________________________________
 OU0171* NAD 83(1986)-  43 23 26.     (N)    104 46 09.     (W)     SCALED    
 OU0171* NAVD 88     -      1334.224  (meters)    4377.37   (feet)  ADJUSTED  
 OU0171  ___________________________________________________________________
 OU0171  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 OU0171  DYNAMIC HT  -        1333.538 (meters)    4375.12  (feet)  COMP
 OU0171  MODELED GRAV-     980,059.2   (mgal)                       NAVD 88
 OU0171
 OU0171  VERT ORDER  -  SECOND    CLASS 0
 OU0171
 OU0171.The horizontal coordinates were scaled from a topographic map and have
 OU0171.an estimated accuracy of +/- 6 seconds.
 OU0171
 OU0171.The orthometric height was determined by differential leveling
 OU0171.and adjusted by the National Geodetic Survey in June 1991..
 OU0171
 OU0171.The geoid height was determined by GEOID03.
 OU0171
 OU0171.The dynamic height is computed by dividing the NAVD 88
 OU0171.geopotential number by the normal gravity value computed on the
 OU0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0171.degrees latitude (g = 980.6199 gals.).
 OU0171
 OU0171.The modeled gravity was interpolated from observed gravity values.
 OU0171
 OU0171;                    North         East    Units  Estimated Accuracy
 OU0171;SPC WY E     -   321,120.      232,200.      MT  (+/- 180 meters Scaled)
 OU0171
 OU0171                          SUPERSEDED SURVEY CONTROL
 OU0171
 OU0171  NGVD 29 (??/??/92) 1333.493  (m)         4374.97   (f) ADJ UNCH    2 0
 OU0171
 OU0171.Superseded values are not recommended for survey control.
 OU0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0171.See file dsdata.txt to determine how the superseded data were derived.
 OU0171
 OU0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ186042(NAD 83)
 OU0171_MARKER: DB = BENCH MARK DISK
 OU0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0171_STAMPING: G 55 1934
 OU0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0171+STABILITY: SURFACE MOTION
 OU0171
 OU0171  HISTORY     - Date     Condition        Report By
 OU0171  HISTORY     - 1934     MONUMENTED       CGS
 OU0171  HISTORY     - 1957     GOOD             NGS
 OU0171
 OU0171                          STATION DESCRIPTION
 OU0171
 OU0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0171'15.9 MI SE FROM DULL CENTER.
 OU0171'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0171'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0171'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0171'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE
 OU0171'5.4 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.4 MILE WEST
 OU0171'OF A WINDMILL, 0.4 MILE EAST OF A ROCKY HILL, 192 FEET NORTHEAST
 OU0171'OF THE CENTER LINE OF A GRADED DIRT ROAD, 23 FEET NORTH OF THE
 OU0171'CENTER LINE OF A DIM TRACK ROAD, 1 FOOT SOUTHWEST OF A WITNESS
 OU0171'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 OU0171'FOOT ABOVE THE GROUND, IN SECTION 3, TOWNSHIP 39 NORTH, RANGE
 OU0171'66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0194 ***********************************************************************
 OU0194  DESIGNATION -  G 56
 OU0194  PID         -  OU0194
 OU0194  STATE/COUNTY-  WY/WESTON
 OU0194  USGS QUAD   -  PODDY CREEK (1982)
 OU0194
 OU0194                         *CURRENT SURVEY CONTROL
 OU0194  ___________________________________________________________________
 OU0194* NAD 83(1986)-  43 33 42.     (N)    104 45 15.     (W)     SCALED    
 OU0194* NAVD 88     -      1310.047  (meters)    4298.05   (feet)  ADJUSTED  
 OU0194  ___________________________________________________________________
 OU0194  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 OU0194  DYNAMIC HT  -        1309.391 (meters)    4295.89  (feet)  COMP
 OU0194  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 OU0194
 OU0194  VERT ORDER  -  SECOND    CLASS 0
 OU0194
 OU0194.The horizontal coordinates were scaled from a topographic map and have
 OU0194.an estimated accuracy of +/- 6 seconds.
 OU0194
 OU0194.The orthometric height was determined by differential leveling
 OU0194.and adjusted by the National Geodetic Survey in June 1991..
 OU0194
 OU0194.The geoid height was determined by GEOID03.
 OU0194
 OU0194.The dynamic height is computed by dividing the NAVD 88
 OU0194.geopotential number by the normal gravity value computed on the
 OU0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0194.degrees latitude (g = 980.6199 gals.).
 OU0194
 OU0194.The modeled gravity was interpolated from observed gravity values.
 OU0194
 OU0194;                    North         East    Units  Estimated Accuracy
 OU0194;SPC WY E     -   340,130.      233,330.      MT  (+/- 180 meters Scaled)
 OU0194
 OU0194                          SUPERSEDED SURVEY CONTROL
 OU0194
 OU0194  NGVD 29 (??/??/92) 1309.328  (m)         4295.69   (f) ADJ UNCH    2 0
 OU0194
 OU0194.Superseded values are not recommended for survey control.
 OU0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0194.See file dsdata.txt to determine how the superseded data were derived.
 OU0194
 OU0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ198232(NAD 83)
 OU0194_MARKER: DB = BENCH MARK DISK
 OU0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0194_STAMPING: G 56 1934
 OU0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0194+STABILITY: SURFACE MOTION
 OU0194
 OU0194  HISTORY     - Date     Condition        Report By
 OU0194  HISTORY     - 1934     MONUMENTED       CGS
 OU0194  HISTORY     - 1975     GOOD             USGS
 OU0194
 OU0194                          STATION DESCRIPTION
 OU0194
 OU0194'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 OU0194'4.2 MI SW FROM HAMPSHIRE.
 OU0194'NEWCASTLE, WESTON CO., WYO., JCT. U.S. HWY 16 AND STATE HWY
 OU0194'450 - 3 MILES WEST FROM, THENCE, 25 MILES SOUTHWEST ALONG HWY
 OU0194'450, THENCE, 11.6 MILES SOUTH AND SOUTHWESTERLY ALONG
 OU0194'COUNTY ROAD TO CATTLEGUARD, THENCE 0.15 MILE NORTH ALONG
 OU0194'OLD ROADWAY AND EAST OF FENCE TO TOP.  36 FEET SOUTHWEST
 OU0194'AND 34 FEET SOUTHWEAST OF THE CENTERLINE OF OLD ROAD AT
 OU0194'FENCELINE NORTHWEST.  A STANDARD DISK, STAMPED G 56 1934, SET
 OU0194'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0326 ***********************************************************************
 NQ0326  DESIGNATION -  G 59
 NQ0326  PID         -  NQ0326
 NQ0326  STATE/COUNTY-  WY/CONVERSE
 NQ0326  USGS QUAD   -  ANTELOPE CREEK (1973)
 NQ0326
 NQ0326                         *CURRENT SURVEY CONTROL
 NQ0326  ___________________________________________________________________
 NQ0326* NAD 83(1993)-  42 47 18.93353(N)    105 21 50.66882(W)     ADJUSTED  
 NQ0326* NAVD 88     -      1491.698  (meters)    4894.01   (feet)  ADJUSTED  
 NQ0326  ___________________________________________________________________
 NQ0326  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 NQ0326  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NQ0326  DYNAMIC HT  -        1490.761 (meters)    4890.94  (feet)  COMP
 NQ0326  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 NQ0326
 NQ0326  HORZ ORDER  -  SECOND
 NQ0326  VERT ORDER  -  SECOND    CLASS 0
 NQ0326
 NQ0326.The horizontal coordinates were established by classical geodetic methods
 NQ0326.and adjusted by the National Geodetic Survey in January 1997..
 NQ0326
 NQ0326.The orthometric height was determined by differential leveling
 NQ0326.and adjusted by the National Geodetic Survey in June 1991..
 NQ0326
 NQ0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0326
 NQ0326.The geoid height was determined by GEOID03.
 NQ0326
 NQ0326.The dynamic height is computed by dividing the NAVD 88
 NQ0326.geopotential number by the normal gravity value computed on the
 NQ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0326.degrees latitude (g = 980.6199 gals.).
 NQ0326
 NQ0326.The modeled gravity was interpolated from observed gravity values.
 NQ0326
 NQ0326;                    North         East     Units Scale Factor Converg.
 NQ0326;SPC WY E     -   254,188.760   183,849.091   MT  0.99994071   -0 08 02.8
 NQ0326;UTM  13      - 4,737,403.069   470,223.323   MT  0.99961091   -0 14 50.3
 NQ0326
 NQ0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0326!SPC WY E     -   0.99976838  x   0.99994071  =   0.99970910
 NQ0326!UTM  13      -   0.99976838  x   0.99961091  =   0.99937938
 NQ0326
 NQ0326                          SUPERSEDED SURVEY CONTROL
 NQ0326
 NQ0326  NAD 83(1986)-  42 47 18.91274(N)    105 21 50.65620(W) AD(       ) 2
 NQ0326  NAD 27      -  42 47 19.03000(N)    105 21 48.71100(W) AD(       ) 2
 NQ0326  NGVD 29 (??/??/92) 1490.837  (m)         4891.19   (f) ADJ UNCH    2 0
 NQ0326
 NQ0326.Superseded values are not recommended for survey control.
 NQ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0326.See file dsdata.txt to determine how the superseded data were derived.
 NQ0326
 NQ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7022337403(NAD 83)
 NQ0326_MARKER: DB = BENCH MARK DISK
 NQ0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0326_SP_SET: CULVERT
 NQ0326_STAMPING: G 59 1934
 NQ0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0326
 NQ0326  HISTORY     - Date     Condition        Report By
 NQ0326  HISTORY     - 1934     MONUMENTED       CGS
 NQ0326  HISTORY     - 1947     GOOD             NGS
 NQ0326  HISTORY     - 1948     GOOD             CGS
 NQ0326
 NQ0326                          STATION DESCRIPTION
 NQ0326
 NQ0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0326'2 MI NE FROM DOUGLAS.
 NQ0326'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 185 FROM THE POST
 NQ0326'OFFICE AT DOUGLAS, CONVERSE COUNTY, AT A CONCRETE BOX CULVERT,
 NQ0326'IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL, AND 16.5
 NQ0326'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 NQ0326'STAMPED G 59 1934.
 NQ0326
 NQ0326                          STATION RECOVERY (1947)
 NQ0326
 NQ0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 NQ0326'RECOVERED IN GOOD CONDITION.
 NQ0326
 NQ0326                          STATION RECOVERY (1948)
 NQ0326
 NQ0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NQ0326'THE STATION IS LOCATED ON HIGHEST POINT OF LOW HILL ON EAST
 NQ0326'SIDE OF STATE ROUTE 87.
 NQ0326'
 NQ0326'BENCH MARK G59 IS A STANDARD BRONZE DISK SET IN THE SOUTH END
 NQ0326'OF THE EAST HEADWALL OF A CONCRETE CULVERT, 16.5 FEET EAST
 NQ0326'OF THE CENTERLINE OF STATE ROUTE 87, PROJECTS 6 INCHES, AND
 NQ0326'STAMPED, G 59 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0106 ***********************************************************************
 MR0106  DESIGNATION -  G 6
 MR0106  PID         -  MR0106
 MR0106  STATE/COUNTY-  WY/UINTA
 MR0106  USGS QUAD   -  BRIDGER (1978)
 MR0106
 MR0106                         *CURRENT SURVEY CONTROL
 MR0106  ___________________________________________________________________
 MR0106* NAD 83(1986)-  41 25 10.     (N)    110 33 36.     (W)     SCALED    
 MR0106* NAVD 88     -      2007.555  (meters)    6586.45   (feet)  POSTED    
 MR0106  ___________________________________________________________________
 MR0106  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MR0106  DYNAMIC HT  -        2005.810 (meters)    6580.73  (feet)  COMP
 MR0106  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 MR0106
 MR0106  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MR0106
 MR0106.The horizontal coordinates were scaled from a topographic map and have
 MR0106.an estimated accuracy of +/- 6 seconds.
 MR0106
 MR0106.The orthometric height was determined by differential leveling
 MR0106.and adjusted by the National Geodetic Survey in 1992..
 MR0106.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MR0106.rate of 0.0 thru 1.0 mm/km.
 MR0106
 MR0106.The geoid height was determined by GEOID03.
 MR0106
 MR0106.The dynamic height is computed by dividing the NAVD 88
 MR0106.geopotential number by the normal gravity value computed on the
 MR0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0106.degrees latitude (g = 980.6199 gals.).
 MR0106
 MR0106.The modeled gravity was interpolated from observed gravity values.
 MR0106
 MR0106;                    North         East    Units  Estimated Accuracy
 MR0106;SPC WY W     -   202,210.      760,150.      MT  (+/- 180 meters Scaled)
 MR0106
 MR0106                          SUPERSEDED SURVEY CONTROL
 MR0106
 MR0106.No superseded survey control is available for this station.
 MR0106
 MR0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL367854(NAD 83)
 MR0106_MARKER: Q = CHISELED SQUARE
 MR0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0106_SP_SET: STONE ARCH
 MR0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0106
 MR0106  HISTORY     - Date     Condition        Report By
 MR0106  HISTORY     - 1903     MONUMENTED       CGS
 MR0106  HISTORY     - 1958     MARK NOT FOUND   NGS
 MR0106  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0106
 MR0106                          STATION DESCRIPTION
 MR0106
 MR0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0106'3.0 MI E FROM BRIDGER.
 MR0106'3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM BRIDGER, UINTA
 MR0106'COUNTY, AT A CULVERT, ON THE NORTH SIDE OF THE TRACK, AND ON THE TOP
 MR0106'STONE ON THE ARCH.  A CHISELED SQUARE.
 MR0106
 MR0106                          STATION RECOVERY (1983)
 MR0106
 MR0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0106'THE HEADWALL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0162 ***********************************************************************
 PV0162  DESIGNATION -  G 60
 PV0162  PID         -  PV0162
 PV0162  STATE/COUNTY-  WY/CROOK
 PV0162  USGS QUAD   -  BRISLAWN SCHOOL (1972)
 PV0162
 PV0162                         *CURRENT SURVEY CONTROL
 PV0162  ___________________________________________________________________
 PV0162* NAD 83(1986)-  44 39 04.     (N)    105 00 21.     (W)     SCALED    
 PV0162* NAVD 88     -      1253.827  (meters)    4113.60   (feet)  ADJUSTED  
 PV0162  ___________________________________________________________________
 PV0162  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 PV0162  DYNAMIC HT  -        1253.360 (meters)    4112.07  (feet)  COMP
 PV0162  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 PV0162
 PV0162  VERT ORDER  -  SECOND    CLASS 0
 PV0162
 PV0162.The horizontal coordinates were scaled from a topographic map and have
 PV0162.an estimated accuracy of +/- 6 seconds.
 PV0162
 PV0162.The orthometric height was determined by differential leveling
 PV0162.and adjusted by the National Geodetic Survey in June 1991..
 PV0162
 PV0162.The geoid height was determined by GEOID03.
 PV0162
 PV0162.The dynamic height is computed by dividing the NAVD 88
 PV0162.geopotential number by the normal gravity value computed on the
 PV0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0162.degrees latitude (g = 980.6199 gals.).
 PV0162
 PV0162.The modeled gravity was interpolated from observed gravity values.
 PV0162
 PV0162;                    North         East    Units  Estimated Accuracy
 PV0162;SPC WY E     -   461,110.      212,760.      MT  (+/- 180 meters Scaled)
 PV0162
 PV0162                          SUPERSEDED SURVEY CONTROL
 PV0162
 PV0162  NGVD 29 (??/??/92) 1253.167  (m)         4111.43   (f) ADJ UNCH    2 0
 PV0162
 PV0162.Superseded values are not recommended for survey control.
 PV0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0162.See file dsdata.txt to determine how the superseded data were derived.
 PV0162
 PV0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK995441(NAD 83)
 PV0162_MARKER: DB = BENCH MARK DISK
 PV0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0162_STAMPING: G 60 1934
 PV0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0162+STABILITY: SURFACE MOTION
 PV0162
 PV0162  HISTORY     - Date     Condition        Report By
 PV0162  HISTORY     - 1934     MONUMENTED       CGS
 PV0162  HISTORY     - 1972     GOOD             USGS
 PV0162  HISTORY     - 1972     GOOD             NGS
 PV0162
 PV0162                          STATION DESCRIPTION
 PV0162
 PV0162'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 PV0162'30 MI NNW FROM MOORCROFT.
 PV0162'2.4 MILES WEST ALONG INTERSTATE 90 SERVICE ROAD FROM U.S. HIGHWAYS
 PV0162'14 AND 16 JUNCTION AT MOORCROFT, THENCE ABOUT 28.5 MILES NORTH
 PV0162'ALONG D ROAD, ABOUT 1.7 MILES WEST AND 5.2 MILES NORTH OF U.S.
 PV0162'POST OFFICE AT OSHOTO, ABOUT 178 FEET SOUTH OF A ROAD JUNCTION
 PV0162'EAST, 32 FEET EAST OF CENTERLINE OF ROAD AND ONE FOOT WEST OF THE
 PV0162'EAST ROW FENCE.  STANDARD DISK, STAMPED G 60 1934 AND SET IN THE
 PV0162'TOP OF A CONCRETE POST.
 PV0162
 PV0162                          STATION RECOVERY (1972)
 PV0162
 PV0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PV0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0009 ***********************************************************************
 PV0009  DESIGNATION -  G 61
 PV0009  PID         -  PV0009
 PV0009  STATE/COUNTY-  WY/CROOK
 PV0009  USGS QUAD   -  MIDDLE CREEK BUTTE (1984)
 PV0009
 PV0009                         *CURRENT SURVEY CONTROL
 PV0009  ___________________________________________________________________
 PV0009* NAD 83(1986)-  44 50 53.     (N)    104 05 26.     (W)     SCALED    
 PV0009* NAVD 88     -       984.018  (meters)    3228.40   (feet)  ADJUSTED  
 PV0009  ___________________________________________________________________
 PV0009  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 PV0009  DYNAMIC HT  -         983.765 (meters)    3227.57  (feet)  COMP
 PV0009  MODELED GRAV-     980,326.6   (mgal)                       NAVD 88
 PV0009
 PV0009  VERT ORDER  -  SECOND    CLASS 0
 PV0009
 PV0009.The horizontal coordinates were scaled from a topographic map and have
 PV0009.an estimated accuracy of +/- 6 seconds.
 PV0009
 PV0009.The orthometric height was determined by differential leveling
 PV0009.and adjusted by the National Geodetic Survey in June 1991..
 PV0009
 PV0009.The geoid height was determined by GEOID03.
 PV0009
 PV0009.The dynamic height is computed by dividing the NAVD 88
 PV0009.geopotential number by the normal gravity value computed on the
 PV0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0009.degrees latitude (g = 980.6199 gals.).
 PV0009
 PV0009.The modeled gravity was interpolated from observed gravity values.
 PV0009
 PV0009;                    North         East    Units  Estimated Accuracy
 PV0009;SPC WY E     -   483,540.      285,070.      MT  (+/- 180 meters Scaled)
 PV0009
 PV0009                          SUPERSEDED SURVEY CONTROL
 PV0009
 PV0009  NGVD 29 (??/??/92)  983.521  (m)         3226.77   (f) ADJ UNCH    2 0
 PV0009
 PV0009.Superseded values are not recommended for survey control.
 PV0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0009.See file dsdata.txt to determine how the superseded data were derived.
 PV0009
 PV0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK718664(NAD 83)
 PV0009_MARKER: DB = BENCH MARK DISK
 PV0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0009_STAMPING: G 61 1934
 PV0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0009+STABILITY: SURFACE MOTION
 PV0009
 PV0009  HISTORY     - Date     Condition        Report By
 PV0009  HISTORY     - 1934     MONUMENTED       CGS
 PV0009  HISTORY     - 1957     GOOD             USGS
 PV0009
 PV0009                          STATION DESCRIPTION
 PV0009
 PV0009'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0009'5.2 MI SE FROM COLONY.
 PV0009'5.2 MILES SOUTHEAST ALONG THE ALZADA-BELLE FOURCHE HIGHWAY
 PV0009'(OLD U.S. HIGHWAY 212) FROM COLONY, CROOK COUNTY, 15 MILES
 PV0009'NORTHWEST ALONG U.S. HIGHWAY 212, 0.6 MILE NORTHWEST OF
 PV0009'WYOMING-SOUTH DAKOTA STATE LINE, 3.7 MILES NORTH ALONG ROAD TO
 PV0009'GEISINGER RANCH, 1.3 MILES SOUTHWEST TO OLD HIGHWAY 212, 0.5
 PV0009'MILE SOUTHEAST ALONG SCAR OF OLD HIGHWAY, 1600 FEET SOUTH OF
 PV0009'SECTION CORNER COMMON TO SECTIONS 7,8,17,18, T56N, R60W, 56 FEET
 PV0009'NORTHEAST OF CENTERLINE OF OLD HIGHWAY.  A STANDARD DISK, STAMPED
 PV0009'G 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0070 ***********************************************************************
 PV0070  DESIGNATION -  G 62
 PV0070  PID         -  PV0070
 PV0070  STATE/COUNTY-  WY/WESTON
 PV0070  USGS QUAD   -  BUCKHORN (1984)
 PV0070
 PV0070                         *CURRENT SURVEY CONTROL
 PV0070  ___________________________________________________________________
 PV0070* NAD 83(1986)-  44 10 18.     (N)    104 03 49.     (W)     SCALED    
 PV0070* NAVD 88     -      1904.953  (meters)    6249.83   (feet)  ADJUSTED  
 PV0070  ___________________________________________________________________
 PV0070  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 PV0070  DYNAMIC HT  -        1904.024 (meters)    6246.79  (feet)  COMP
 PV0070  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 PV0070
 PV0070  VERT ORDER  -  SECOND    CLASS 0
 PV0070
 PV0070.The horizontal coordinates were scaled from a topographic map and have
 PV0070.an estimated accuracy of +/- 6 seconds.
 PV0070
 PV0070.The orthometric height was determined by differential leveling
 PV0070.and adjusted by the National Geodetic Survey in June 1991..
 PV0070
 PV0070.The geoid height was determined by GEOID03.
 PV0070
 PV0070.The dynamic height is computed by dividing the NAVD 88
 PV0070.geopotential number by the normal gravity value computed on the
 PV0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0070.degrees latitude (g = 980.6199 gals.).
 PV0070
 PV0070.The modeled gravity was interpolated from observed gravity values.
 PV0070
 PV0070;                    North         East    Units  Estimated Accuracy
 PV0070;SPC WY E     -   408,410.      288,210.      MT  (+/- 180 meters Scaled)
 PV0070
 PV0070                          SUPERSEDED SURVEY CONTROL
 PV0070
 PV0070  NGVD 29 (??/??/92) 1904.219  (m)         6247.43   (f) ADJ UNCH    2 0
 PV0070
 PV0070.Superseded values are not recommended for survey control.
 PV0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0070.See file dsdata.txt to determine how the superseded data were derived.
 PV0070
 PV0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ748913(NAD 83)
 PV0070_MARKER: DB = BENCH MARK DISK
 PV0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0070_STAMPING: G 62 1934
 PV0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0070+STABILITY: SURFACE MOTION
 PV0070
 PV0070  HISTORY     - Date     Condition        Report By
 PV0070  HISTORY     - 1934     MONUMENTED       CGS
 PV0070
 PV0070                          STATION DESCRIPTION
 PV0070
 PV0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0070'28.1 MI NE FROM NEWCASTLE.
 PV0070'28.1 MILES NORTHEAST ON HIGHWAY.  ALONG U.S. HIGHWAY NO 85
 PV0070'BETWEEN LEAD, SOUTH DAKOTA AND NEWCASTLE, WYOMING, IN SMALL
 PV0070'GRASSY AREA, 2.9 MILES NORTH OF BUCKHORN POST OFFICE.  37.0 FEET
 PV0070'WEST OF CENTERLINE OF HIGHWAY NO. 85, 4.0 FEET WEST OF ROW
 PV0070'FENCE, 0.4 MILES SOUTHWEST OF POINT WHERE U.S. 85 CROSSES
 PV0070'WYOMING-SOUTH DAKOTA STATE LINE.  STANDARD DISK STAMPED G 62
 PV0070'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0071 ***********************************************************************
 PV0071  DESIGNATION -  G 62 RESET
 PV0071  PID         -  PV0071
 PV0071  STATE/COUNTY-  WY/WESTON
 PV0071  USGS QUAD   -  BUCKHORN (1984)
 PV0071
 PV0071                         *CURRENT SURVEY CONTROL
 PV0071  ___________________________________________________________________
 PV0071* NAD 83(1986)-  44 10 18.     (N)    104 03 49.     (W)     SCALED    
 PV0071* NAVD 88     -      1904.82   (+/-2cm)    6249.4    (feet)  VERTCON   
 PV0071  ___________________________________________________________________
 PV0071  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 PV0071
 PV0071  VERT ORDER  -  THIRD (See Below)
 PV0071
 PV0071.The horizontal coordinates were scaled from a topographic map and have
 PV0071.an estimated accuracy of +/- 6 seconds.
 PV0071
 PV0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0071.The vertical order pertains to the NGVD 29 superseded value.
 PV0071
 PV0071.The geoid height was determined by GEOID03.
 PV0071
 PV0071;                    North         East    Units  Estimated Accuracy
 PV0071;SPC WY E     -   408,410.      288,210.      MT  (+/- 180 meters Scaled)
 PV0071
 PV0071                          SUPERSEDED SURVEY CONTROL
 PV0071
 PV0071  NGVD 29 (03/28/06) 1904.08   (m)         6247.0    (f) RESET       3  
 PV0071
 PV0071.Superseded values are not recommended for survey control.
 PV0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0071.See file dsdata.txt to determine how the superseded data were derived.
 PV0071
 PV0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ748913(NAD 83)
 PV0071_MARKER: DB = BENCH MARK DISK
 PV0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0071_STAMPING: G 62 RESET 1971
 PV0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0071+STABILITY: SURFACE MOTION
 PV0071
 PV0071  HISTORY     - Date     Condition        Report By
 PV0071  HISTORY     - 1971     MONUMENTED       WYHD
 PV0071  HISTORY     - 1979     GOOD             USGS
 PV0071
 PV0071                          STATION DESCRIPTION
 PV0071
 PV0071'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1971
 PV0071'2.9 MI N FROM BUCKHORN.
 PV0071'ABOUT 0.5 MILE SOUTH OF THE WYOMING-SOUTH DAKOTA STATE LINE,
 PV0071'600 FEET NORTHEAST OF A GATE IN THE RIGHT-OF-WAY FENCE, 300
 PV0071'FEET SOUTHWEST OF A CULVERT, MARKED WITH TWO STEEL FENCE POSTS
 PV0071'PAINTED RED AND WHITE, ON A NORTHEAST - SOUTHWEST LINE BETWEEN
 PV0071'THE TWO POSTS AND BELIEVED TO BE SET IN THE TOP OF A CONCRETE
 PV0071'POST.
 PV0071
 PV0071                          STATION RECOVERY (1979)
 PV0071
 PV0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0071'FROM THE WYO.-S.DAKOTA STATE LINE ON U.S. 85, SOUTHWEST ALONG U.S. 85
 PV0071'FOR 1/2 MI. TO CLEAR GRASSY AREA. BM IS IN SE ROW FENCE 146 FT. SE OF
 PV0071'CENTER OF HIGHWAY, 590 FT. NE OF A TURN-OFF AND WIRE GATE. A STANDARD
 PV0071'TABLET SET IN A CONCRETE POST PROJECTING 0.3 FT., AND STAMPED AS
 PV0071'ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0024 ***********************************************************************
 MO0024  DESIGNATION -  G 63
 MO0024  PID         -  MO0024
 MO0024  STATE/COUNTY-  WY/GOSHEN
 MO0024  USGS QUAD   -  YODER (1990)
 MO0024
 MO0024                         *CURRENT SURVEY CONTROL
 MO0024  ___________________________________________________________________
 MO0024* NAD 83(1986)-  41 56 38.     (N)    104 22 15.     (W)     SCALED    
 MO0024* NAVD 88     -      1287.948  (meters)    4225.54   (feet)  ADJUSTED  
 MO0024  ___________________________________________________________________
 MO0024  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 MO0024  DYNAMIC HT  -        1287.102 (meters)    4222.77  (feet)  COMP
 MO0024  MODELED GRAV-     979,921.1   (mgal)                       NAVD 88
 MO0024
 MO0024  VERT ORDER  -  SECOND    CLASS 0
 MO0024
 MO0024.The horizontal coordinates were scaled from a topographic map and have
 MO0024.an estimated accuracy of +/- 6 seconds.
 MO0024
 MO0024.The orthometric height was determined by differential leveling
 MO0024.and adjusted by the National Geodetic Survey in June 1991..
 MO0024
 MO0024.The geoid height was determined by GEOID03.
 MO0024
 MO0024.The dynamic height is computed by dividing the NAVD 88
 MO0024.geopotential number by the normal gravity value computed on the
 MO0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0024.degrees latitude (g = 980.6199 gals.).
 MO0024
 MO0024.The modeled gravity was interpolated from observed gravity values.
 MO0024
 MO0024;                    North         East    Units  Estimated Accuracy
 MO0024;SPC WY E     -   160,650.      265,990.      MT  (+/- 180 meters Scaled)
 MO0024
 MO0024                          SUPERSEDED SURVEY CONTROL
 MO0024
 MO0024  NGVD 29 (??/??/92) 1287.180  (m)         4223.02   (f) ADJ UNCH    2 0
 MO0024
 MO0024.Superseded values are not recommended for survey control.
 MO0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0024.See file dsdata.txt to determine how the superseded data were derived.
 MO0024
 MO0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG521437(NAD 83)
 MO0024_MARKER: DB = BENCH MARK DISK
 MO0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0024_STAMPING: G 63 1934
 MO0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0024+STABILITY: SURFACE MOTION
 MO0024
 MO0024  HISTORY     - Date     Condition        Report By
 MO0024  HISTORY     - 1934     MONUMENTED       CGS
 MO0024
 MO0024                          STATION DESCRIPTION
 MO0024
 MO0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0024'1.6 MI SE FROM VETERAN.
 MO0024'1.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0024'STATION AT VETERAN, 0.3 MILE SOUTH OF MILEPOST 186, AT A HIGHWAY
 MO0024'CROSSING, 39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 52.7
 MO0024'FEET SOUTHWEST OF THE WEST RAIL, NEAR A FENCE CORNER, 6.8 FEET
 MO0024'SOUTH OF THE HIGHWAY RIGHT-OF-WAY FENCE, AND 2.5 FEET SOUTHWEST
 MO0024'OF THE RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 MO0024'G 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0631 ***********************************************************************
 MO0631  DESIGNATION -  G 65
 MO0631  PID         -  MO0631
 MO0631  STATE/COUNTY-  WY/ALBANY
 MO0631  USGS QUAD   -  LARAMIE SW (1978)
 MO0631
 MO0631                         *CURRENT SURVEY CONTROL
 MO0631  ___________________________________________________________________
 MO0631* NAD 83(1986)-  41 19 27.     (N)    105 44 33.     (W)     SCALED    
 MO0631* NAVD 88     -      2237.699  (meters)    7341.52   (feet)  ADJUSTED  
 MO0631  ___________________________________________________________________
 MO0631  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 MO0631  DYNAMIC HT  -        2235.743 (meters)    7335.10  (feet)  COMP
 MO0631  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 MO0631
 MO0631  VERT ORDER  -  FIRST     CLASS II
 MO0631
 MO0631.The horizontal coordinates were scaled from a topographic map and have
 MO0631.an estimated accuracy of +/- 6 seconds.
 MO0631
 MO0631.The orthometric height was determined by differential leveling
 MO0631.and adjusted by the National Geodetic Survey in June 1991..
 MO0631.WARNING-Repeat measurements at this control monument indicate possible
 MO0631.vertical movement.
 MO0631
 MO0631.The geoid height was determined by GEOID03.
 MO0631
 MO0631.The dynamic height is computed by dividing the NAVD 88
 MO0631.geopotential number by the normal gravity value computed on the
 MO0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0631.degrees latitude (g = 980.6199 gals.).
 MO0631
 MO0631.The modeled gravity was interpolated from observed gravity values.
 MO0631
 MO0631;                    North         East    Units  Estimated Accuracy
 MO0631;SPC WY E     -    91,680.      151,790.      MT  (+/- 180 meters Scaled)
 MO0631
 MO0631                          SUPERSEDED SURVEY CONTROL
 MO0631
 MO0631  NGVD 29 (??/??/92) 2236.628  (m)         7338.00   (f) ADJ UNCH    1 2
 MO0631
 MO0631.Superseded values are not recommended for survey control.
 MO0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0631.See file dsdata.txt to determine how the superseded data were derived.
 MO0631
 MO0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF378750(NAD 83)
 MO0631_MARKER: DB = BENCH MARK DISK
 MO0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0631_STAMPING: G 65 1934
 MO0631_MARK LOGO: CGS   
 MO0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0631+STABILITY: SURFACE MOTION
 MO0631
 MO0631  HISTORY     - Date     Condition        Report By
 MO0631  HISTORY     - 1934     MONUMENTED       CGS
 MO0631  HISTORY     - 1956     GOOD             NGS
 MO0631  HISTORY     - 19990824 GOOD             WYDT
 MO0631
 MO0631                          STATION DESCRIPTION
 MO0631
 MO0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0631'8.1 MI W FROM LARAMIE.
 MO0631'8.1 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0631'RAILROAD FROM THE STATION AT LARAMIE, 2 POLES EAST OF A TRACK
 MO0631'ROAD CROSSING, 27.7 FEET NORTH OF THE NORTH RAIL, 18.6 FEET WEST
 MO0631'OF MILEPOST 8, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MO0631'OF A CONCRETE POST WHICH PROEJCTS 0.4 FOOT ABOVE THE GROUND, IN
 MO0631'THE SOUTHWEST 1/4 OF SECTION 30, TOWNSHIP 16 NORTH, RANGE 74 WEST.
 MO0631
 MO0631                          STATION RECOVERY (1999)
 MO0631
 MO0631'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0631'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0631'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MO0631'GOOD CONDITION.  THE RAILROAD TRACKS ARE BEING REMOVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0558 ***********************************************************************
 MO0558  DESIGNATION -  G 66
 MO0558  PID         -  MO0558
 MO0558  STATE/COUNTY-  WY/ALBANY
 MO0558  USGS QUAD   -  BEST RANCH (1978)
 MO0558
 MO0558                         *CURRENT SURVEY CONTROL
 MO0558  ___________________________________________________________________
 MO0558* NAD 83(1986)-  41 06 54.     (N)    105 31 00.     (W)     SCALED    
 MO0558* NAVD 88     -      2350.068  (meters)    7710.18   (feet)  ADJUSTED  
 MO0558  ___________________________________________________________________
 MO0558  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 MO0558  DYNAMIC HT  -        2347.913 (meters)    7703.11  (feet)  COMP
 MO0558  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 MO0558
 MO0558  VERT ORDER  -  FIRST     CLASS II
 MO0558
 MO0558.The horizontal coordinates were scaled from a topographic map and have
 MO0558.an estimated accuracy of +/- 6 seconds.
 MO0558
 MO0558.The orthometric height was determined by differential leveling
 MO0558.and adjusted by the National Geodetic Survey in June 1991..
 MO0558.WARNING-Repeat measurements at this control monument indicate possible
 MO0558.vertical movement.
 MO0558
 MO0558.The geoid height was determined by GEOID03.
 MO0558
 MO0558.The dynamic height is computed by dividing the NAVD 88
 MO0558.geopotential number by the normal gravity value computed on the
 MO0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0558.degrees latitude (g = 980.6199 gals.).
 MO0558
 MO0558.The modeled gravity was interpolated from observed gravity values.
 MO0558
 MO0558;                    North         East    Units  Estimated Accuracy
 MO0558;SPC WY E     -    68,350.      170,610.      MT  (+/- 180 meters Scaled)
 MO0558
 MO0558                          SUPERSEDED SURVEY CONTROL
 MO0558
 MO0558  NGVD 29 (06/08/92) 2348.950  (m)         7706.51   (f) ADJUSTED    1 2
 MO0558
 MO0558.Superseded values are not recommended for survey control.
 MO0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0558.See file dsdata.txt to determine how the superseded data were derived.
 MO0558
 MO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF566516(NAD 83)
 MO0558_MARKER: DB = BENCH MARK DISK
 MO0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0558_STAMPING: G 66 1934
 MO0558_MARK LOGO: CGS   
 MO0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0558+STABILITY: SURFACE MOTION
 MO0558
 MO0558  HISTORY     - Date     Condition        Report By
 MO0558  HISTORY     - 1934     MONUMENTED       CGS
 MO0558  HISTORY     - 1956     GOOD             NGS
 MO0558  HISTORY     - 1983     GOOD             NGS
 MO0558
 MO0558                          STATION DESCRIPTION
 MO0558
 MO0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0558'2.6 MI NW FROM HERMOSA.
 MO0558'2.6 MILES NORTHWEST ALONG THE SOUTHWEST TRACK OF THE UNION
 MO0558'PACIFIC RAILROAD FROM THE STATION SIGN AT HERMOSA, 135 FEET
 MO0558'SOUTHWEST OF THE 2ND POLE NORTH OF MILEPOST 551, 106 FEET NORTH
 MO0558'OF A FENCE, 57 FEET SOUTH OF THE SOUTH RAIL, 2 FEET EAST OF A
 MO0558'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MO0558'WITH THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 7, TOWNSHIP
 MO0558'13 NORTH, RANGE 72 WEST.
 MO0558
 MO0558                          STATION RECOVERY (1983)
 MO0558
 MO0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0558'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  24.6 KM
 MO0558'(15.3 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0558'STATION IN LARAMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0048 ***********************************************************************
 NT0048  DESIGNATION -  G 68
 NT0048  PID         -  NT0048
 NT0048  STATE/COUNTY-  WY/LINCOLN
 NT0048  USGS QUAD   -  SALT FLAT (1984)
 NT0048
 NT0048                         *CURRENT SURVEY CONTROL
 NT0048  ___________________________________________________________________
 NT0048* NAD 83(1986)-  42 29 17.     (N)    110 57 25.     (W)     SCALED    
 NT0048* NAVD 88     -      2058.962  (meters)    6755.11   (feet)  ADJUSTED  
 NT0048  ___________________________________________________________________
 NT0048  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 NT0048  DYNAMIC HT  -        2057.344 (meters)    6749.80  (feet)  COMP
 NT0048  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 NT0048
 NT0048  VERT ORDER  -  SECOND    CLASS 0
 NT0048
 NT0048.The horizontal coordinates were scaled from a topographic map and have
 NT0048.an estimated accuracy of +/- 6 seconds.
 NT0048
 NT0048.The orthometric height was determined by differential leveling
 NT0048.and adjusted by the National Geodetic Survey in June 1991..
 NT0048
 NT0048.The geoid height was determined by GEOID03.
 NT0048
 NT0048.The dynamic height is computed by dividing the NAVD 88
 NT0048.geopotential number by the normal gravity value computed on the
 NT0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0048.degrees latitude (g = 980.6199 gals.).
 NT0048
 NT0048.The modeled gravity was interpolated from observed gravity values.
 NT0048
 NT0048;                    North         East    Units  Estimated Accuracy
 NT0048;SPC WY W     -   321,160.      728,180.      MT  (+/- 180 meters Scaled)
 NT0048
 NT0048                          SUPERSEDED SURVEY CONTROL
 NT0048
 NT0048  NGVD 29 (??/??/92) 2057.595  (m)         6750.63   (f) ADJ UNCH    2 0
 NT0048
 NT0048.Superseded values are not recommended for survey control.
 NT0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0048.See file dsdata.txt to determine how the superseded data were derived.
 NT0048
 NT0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN035039(NAD 83)
 NT0048_MARKER: DB = BENCH MARK DISK
 NT0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0048_STAMPING: G 68 1934
 NT0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0048+STABILITY: SURFACE MOTION
 NT0048
 NT0048  HISTORY     - Date     Condition        Report By
 NT0048  HISTORY     - 1934     MONUMENTED       CGS
 NT0048  HISTORY     - 1967     GOOD             USGS
 NT0048
 NT0048                          STATION DESCRIPTION
 NT0048
 NT0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0048'13.3 MI S FROM SMOOT.
 NT0048'13.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0048'SMOOT, LINCOLN COUNTY, 300 FEET NORTH OF A CAMPING GROUND, 70 FEET
 NT0048'NORTHEAST OF THE NORTHWEST END OF A CULVERT, ON THE OUTSIDE OF THE
 NT0048'NORTHEAST END OF A CURVE, AT THE FOOT OF A RIDGE PROJECTING FROM THE
 NT0048'SIDE OF A HILL, AND 36 FEET NORTHWEST OF THE CENTER LINE OF THE
 NT0048'HIGHWAY.  A STANDARD DISK, STAMPED G 68 1934 AND SET IN THE TOP OF A
 NT0048'CONCRETE POST.
 NT0048
 NT0048                          STATION RECOVERY (1967)
 NT0048
 NT0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0097 ***********************************************************************
 PV0097  DESIGNATION -  G 7
 PV0097  PID         -  PV0097
 PV0097  STATE/COUNTY-  WY/WESTON
 PV0097  USGS QUAD   -  UPTON WEST (1984)
 PV0097
 PV0097                         *CURRENT SURVEY CONTROL
 PV0097  ___________________________________________________________________
 PV0097* NAD 83(1986)-  44 05 51.     (N)    104 37 46.     (W)     SCALED    
 PV0097* NAVD 88     -      1291.356  (meters)    4236.72   (feet)  ADJUSTED  
 PV0097  ___________________________________________________________________
 PV0097  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 PV0097  DYNAMIC HT  -        1290.833 (meters)    4235.01  (feet)  COMP
 PV0097  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 PV0097
 PV0097  VERT ORDER  -  FIRST     CLASS II
 PV0097
 PV0097.The horizontal coordinates were scaled from a topographic map and have
 PV0097.an estimated accuracy of +/- 6 seconds.
 PV0097
 PV0097.The orthometric height was determined by differential leveling
 PV0097.and adjusted by the National Geodetic Survey in June 1991..
 PV0097.WARNING-Repeat measurements at this control monument indicate possible
 PV0097.vertical movement.
 PV0097
 PV0097.The geoid height was determined by GEOID03.
 PV0097
 PV0097.The dynamic height is computed by dividing the NAVD 88
 PV0097.geopotential number by the normal gravity value computed on the
 PV0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0097.degrees latitude (g = 980.6199 gals.).
 PV0097
 PV0097.The modeled gravity was interpolated from observed gravity values.
 PV0097
 PV0097;                    North         East    Units  Estimated Accuracy
 PV0097;SPC WY E     -   399,720.      243,020.      MT  (+/- 180 meters Scaled)
 PV0097
 PV0097                          SUPERSEDED SURVEY CONTROL
 PV0097
 PV0097  NGVD 29 (??/??/92) 1290.726  (m)         4234.66   (f) ADJ UNCH    1 2
 PV0097
 PV0097.Superseded values are not recommended for survey control.
 PV0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0097.See file dsdata.txt to determine how the superseded data were derived.
 PV0097
 PV0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ296827(NAD 83)
 PV0097_MARKER: DB = BENCH MARK DISK
 PV0097_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PV0097+WITH SETTING: PAVEMENT
 PV0097_SP_SET: WATER TANK FOUNDATION
 PV0097_STAMPING: G 7 ELEV 4234.699 FT
 PV0097_MARK LOGO: CGS   
 PV0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0097+STABILITY: SURFACE MOTION
 PV0097
 PV0097  HISTORY     - Date     Condition        Report By
 PV0097  HISTORY     - 1908     MONUMENTED       CGS
 PV0097  HISTORY     - 1957     GOOD             NGS
 PV0097  HISTORY     - 1985     GOOD             NGS
 PV0097
 PV0097                          STATION DESCRIPTION
 PV0097
 PV0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0097'AT UPTON.
 PV0097'AT UPTON, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 PV0097'88 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE STATION,
 PV0097'85 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 PV0097'44 FEET NORTH OF THE THIRD POLE SOUTHEAST OF MILEPOST 549, ABOUT
 PV0097'LEVEL WITH THE TRACK AND IN THE TOP OF THE SOUTHWEST ONE OF FIVE
 PV0097'CONCRETE PIERS FOR AN ABANDONED WATER TANK.
 PV0097
 PV0097                          STATION RECOVERY (1985)
 PV0097
 PV0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0211 ***********************************************************************
 MR0211  DESIGNATION -  G 70
 MR0211  PID         -  MR0211
 MR0211  STATE/COUNTY-  WY/LINCOLN
 MR0211  USGS QUAD   -  NUGGET (1985)
 MR0211
 MR0211                         *CURRENT SURVEY CONTROL
 MR0211  ___________________________________________________________________
 MR0211* NAD 83(1986)-  41 49 28.     (N)    110 48 34.     (W)     SCALED    
 MR0211* NAVD 88     -      2000.567  (meters)    6563.53   (feet)  ADJUSTED  
 MR0211  ___________________________________________________________________
 MR0211  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 MR0211  DYNAMIC HT  -        1998.899 (meters)    6558.05  (feet)  COMP
 MR0211  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 MR0211
 MR0211  VERT ORDER  -  SECOND    CLASS 0
 MR0211
 MR0211.The horizontal coordinates were scaled from a topographic map and have
 MR0211.an estimated accuracy of +/- 6 seconds.
 MR0211
 MR0211.The orthometric height was determined by differential leveling
 MR0211.and adjusted by the National Geodetic Survey in June 1991..
 MR0211
 MR0211.The geoid height was determined by GEOID03.
 MR0211
 MR0211.The dynamic height is computed by dividing the NAVD 88
 MR0211.geopotential number by the normal gravity value computed on the
 MR0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0211.degrees latitude (g = 980.6199 gals.).
 MR0211
 MR0211.The modeled gravity was interpolated from observed gravity values.
 MR0211
 MR0211;                    North         East    Units  Estimated Accuracy
 MR0211;SPC WY W     -   247,340.      739,680.      MT  (+/- 180 meters Scaled)
 MR0211
 MR0211                          SUPERSEDED SURVEY CONTROL
 MR0211
 MR0211  NGVD 29 (??/??/92) 1999.237  (m)         6559.16   (f) ADJ UNCH    2 0
 MR0211
 MR0211.Superseded values are not recommended for survey control.
 MR0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0211.See file dsdata.txt to determine how the superseded data were derived.
 MR0211
 MR0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM158303(NAD 83)
 MR0211_MARKER: DB = BENCH MARK DISK
 MR0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0211_SP_SET: ABUTMENT
 MR0211_STAMPING: G 70 1934
 MR0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0211
 MR0211  HISTORY     - Date     Condition        Report By
 MR0211  HISTORY     - 1934     MONUMENTED       CGS
 MR0211  HISTORY     - 1966     GOOD             NGS
 MR0211
 MR0211                          STATION DESCRIPTION
 MR0211
 MR0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0211'15.15 MI W FROM KEMMERER.
 MR0211'15.15 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0211'KEMMERER, 8.25 MILE EAST OF SAGE, 4 POLES NORTHWEST OF MILEPOLE 55,
 MR0211'9.1 FEET NORTHEAST OF THE NORTHEAST RAIL, IN TOP OF NORTHEAST END OF
 MR0211'NORTHWEST CONCRETE ABUTMENT OF A STEEL BRIDGE OVER A CREEK, 1.0 FOOT
 MR0211'NORTHEAST OF THE NORTHEAST EDGE OF A STEEL FOOT PLATE AND ABOUT 4.5
 MR0211'FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0285 ***********************************************************************
 MQ0285  DESIGNATION -  G 71
 MQ0285  PID         -  MQ0285
 MQ0285  STATE/COUNTY-  WY/SWEETWATER
 MQ0285  USGS QUAD   -  SEVENMILE GULCH (1980)
 MQ0285
 MQ0285                         *CURRENT SURVEY CONTROL
 MQ0285  ___________________________________________________________________
 MQ0285* NAD 83(1986)-  41 40 43.     (N)    109 56 41.     (W)     SCALED    
 MQ0285* NAVD 88     -      1924.537  (meters)    6314.09   (feet)  ADJUSTED  
 MQ0285  ___________________________________________________________________
 MQ0285  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 MQ0285  DYNAMIC HT  -        1922.892 (meters)    6308.69  (feet)  COMP
 MQ0285  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 MQ0285
 MQ0285  VERT ORDER  -  SECOND    CLASS 0
 MQ0285
 MQ0285.The horizontal coordinates were scaled from a topographic map and have
 MQ0285.an estimated accuracy of +/- 6 seconds.
 MQ0285
 MQ0285.The orthometric height was determined by differential leveling
 MQ0285.and adjusted by the National Geodetic Survey in June 1991..
 MQ0285
 MQ0285.The geoid height was determined by GEOID03.
 MQ0285
 MQ0285.The dynamic height is computed by dividing the NAVD 88
 MQ0285.geopotential number by the normal gravity value computed on the
 MQ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0285.degrees latitude (g = 980.6199 gals.).
 MQ0285
 MQ0285.The modeled gravity was interpolated from observed gravity values.
 MQ0285
 MQ0285;                    North         East    Units  Estimated Accuracy
 MQ0285;SPC WYWC     -   131,570.      500,530.      MT  (+/- 180 meters Scaled)
 MQ0285
 MQ0285                          SUPERSEDED SURVEY CONTROL
 MQ0285
 MQ0285  NGVD 29 (??/??/92) 1923.228  (m)         6309.79   (f) ADJ UNCH    2 0
 MQ0285
 MQ0285.Superseded values are not recommended for survey control.
 MQ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0285.See file dsdata.txt to determine how the superseded data were derived.
 MQ0285
 MQ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM878146(NAD 83)
 MQ0285_MARKER: DB = BENCH MARK DISK
 MQ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0285_STAMPING: G 71 1934
 MQ0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0285+STABILITY: SURFACE MOTION
 MQ0285
 MQ0285  HISTORY     - Date     Condition        Report By
 MQ0285  HISTORY     - 1934     MONUMENTED       CGS
 MQ0285  HISTORY     - 1962     GOOD             NGS
 MQ0285
 MQ0285                          STATION DESCRIPTION
 MQ0285
 MQ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0285'7.1 MI NE FROM GRANGER.
 MQ0285'ABOUT 7.1 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0285'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT 1
 MQ0285'MILE SOUTH OF A PROMINENT DOME-SHAPED SANDSTONE HILL, ON A FLAT ALKALI
 MQ0285'COVERED AREA BARE OF VEGETATION, ABOUT 172 FEET EAST OF THE SOUTHEAST
 MQ0285'CORNER OF A WOODEN BRIDGE OVER A DRY STREAM BED, AND 74 FEET SOUTH OF
 MQ0285'THE CENTER LINE OF THE ROAD AT THE JUNCTION WITH A TRAIL LEADING
 MQ0285'SOUTHEAST.  A STANDARD DISK, STAMPED G 71 1934 AND SET IN THE TOP OF A
 MQ0285'CONCRETE POST.
 MQ0285
 MQ0285                          STATION RECOVERY (1962)
 MQ0285
 MQ0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MQ0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0307 ***********************************************************************
 MP0307  DESIGNATION -  G 74
 MP0307  PID         -  MP0307
 MP0307  STATE/COUNTY-  WY/CARBON
 MP0307  USGS QUAD   -  BRIDGER PEAK (1983)
 MP0307
 MP0307                         *CURRENT SURVEY CONTROL
 MP0307  ___________________________________________________________________
 MP0307* NAD 83(1986)-  41 08 25.     (N)    107 07 29.     (W)     SCALED    
 MP0307* NAVD 88     -      2555.358  (meters)    8383.70   (feet)  ADJUSTED  
 MP0307  ___________________________________________________________________
 MP0307  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 MP0307  DYNAMIC HT  -        2552.912 (meters)    8375.68  (feet)  COMP
 MP0307  MODELED GRAV-     979,573.0   (mgal)                       NAVD 88
 MP0307
 MP0307  VERT ORDER  -  SECOND    CLASS 0
 MP0307
 MP0307.The horizontal coordinates were scaled from a topographic map and have
 MP0307.an estimated accuracy of +/- 6 seconds.
 MP0307
 MP0307.The orthometric height was determined by differential leveling
 MP0307.and adjusted by the National Geodetic Survey in June 1991..
 MP0307
 MP0307.The geoid height was determined by GEOID03.
 MP0307
 MP0307.The dynamic height is computed by dividing the NAVD 88
 MP0307.geopotential number by the normal gravity value computed on the
 MP0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0307.degrees latitude (g = 980.6199 gals.).
 MP0307
 MP0307.The modeled gravity was interpolated from observed gravity values.
 MP0307
 MP0307;                    North         East    Units  Estimated Accuracy
 MP0307;SPC WYEC     -   171,120.      417,510.      MT  (+/- 180 meters Scaled)
 MP0307
 MP0307                          SUPERSEDED SURVEY CONTROL
 MP0307
 MP0307  NGVD 29 (??/??/92) 2554.067  (m)         8379.47   (f) ADJ UNCH    2 0
 MP0307
 MP0307.Superseded values are not recommended for survey control.
 MP0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0307.See file dsdata.txt to determine how the superseded data were derived.
 MP0307
 MP0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF216565(NAD 83)
 MP0307_MARKER: DB = BENCH MARK DISK
 MP0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0307_STAMPING: G 74 1934
 MP0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0307+STABILITY: SURFACE MOTION
 MP0307
 MP0307  HISTORY     - Date     Condition        Report By
 MP0307  HISTORY     - 1934     MONUMENTED       CGS
 MP0307
 MP0307                          STATION DESCRIPTION
 MP0307
 MP0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0307'20.5 MI E FROM SLATER, CO.
 MP0307'IN CARBON COUNTY, WYOMING, 20.5 MILES EAST ALONG THE ENCAMPMENT ROAD
 MP0307'FROM SLATER, MOFFAT COUNTY, COLORADO, 3.3 MILES EAST OF THE SANDSTONE
 MP0307'RANGER STATION, ABOUT 750 FEET SOUTHWEST OF THE SITE OF THE RUINS OF
 MP0307'THE TOWN OF BATTLE, 60 FEET NORTH OF THE CROSSING OF A STOCK DRIVEWAY,
 MP0307'AND 36 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 MP0307'STAMPED G 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0122 ***********************************************************************
 MP0122  DESIGNATION -  G 75
 MP0122  PID         -  MP0122
 MP0122  STATE/COUNTY-  WY/CARBON
 MP0122  USGS QUAD   -  ELKHORN POINT (1983)
 MP0122
 MP0122                         *CURRENT SURVEY CONTROL
 MP0122  ___________________________________________________________________
 MP0122* NAD 83(1986)-  41 03 01.     (N)    106 25 56.     (W)     SCALED    
 MP0122* NAVD 88     -      2362.846  (meters)    7752.10   (feet)  ADJUSTED  
 MP0122  ___________________________________________________________________
 MP0122  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 MP0122  DYNAMIC HT  -        2360.517 (meters)    7744.46  (feet)  COMP
 MP0122  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 MP0122
 MP0122  VERT ORDER  -  SECOND    CLASS 0
 MP0122
 MP0122.The horizontal coordinates were scaled from a topographic map and have
 MP0122.an estimated accuracy of +/- 6 seconds.
 MP0122
 MP0122.The orthometric height was determined by differential leveling
 MP0122.and adjusted by the National Geodetic Survey in June 1991..
 MP0122
 MP0122.The geoid height was determined by GEOID03.
 MP0122
 MP0122.The dynamic height is computed by dividing the NAVD 88
 MP0122.geopotential number by the normal gravity value computed on the
 MP0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0122.degrees latitude (g = 980.6199 gals.).
 MP0122
 MP0122.The modeled gravity was interpolated from observed gravity values.
 MP0122
 MP0122;                    North         East    Units  Estimated Accuracy
 MP0122;SPC WYEC     -   161,500.      475,750.      MT  (+/- 180 meters Scaled)
 MP0122
 MP0122                          SUPERSEDED SURVEY CONTROL
 MP0122
 MP0122  NGVD 29 (??/??/92) 2361.527  (m)         7747.78   (f) ADJ UNCH    2 0
 MP0122
 MP0122.Superseded values are not recommended for survey control.
 MP0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0122.See file dsdata.txt to determine how the superseded data were derived.
 MP0122
 MP0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF796453(NAD 83)
 MP0122_MARKER: DB = BENCH MARK DISK
 MP0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0122_STAMPING: G 75 1934
 MP0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0122+STABILITY: SURFACE MOTION
 MP0122
 MP0122  HISTORY     - Date     Condition        Report By
 MP0122  HISTORY     - 1934     MONUMENTED       CGS
 MP0122  HISTORY     - 1961     MARK NOT FOUND   USGS
 MP0122
 MP0122                          STATION DESCRIPTION
 MP0122
 MP0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0122'16.4 MI NW FROM NORTHGATE.
 MP0122'IN CARBON COUNTY, WYOMING, 16.4 MILES NORTHWEST ALONG THE ENCAMPMENT
 MP0122'ROAD FROM NORTHGATE, JACKSON COUNTY, COLORADO, AT THE BRICKEY TOURIST
 MP0122'CAMP IN 1934, 150 FEET NORTH OF THE BRICKEY RESIDENCE, 72 FEET EAST OF
 MP0122'A GASOLINE PUMP, AND 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD. A
 MP0122'STANDARD DISK, STAMPED G 75 1934 AND SET IN THE TOP OF A CONCRETE
 MP0122'POST.
 MP0122
 MP0122                          STATION RECOVERY (1961)
 MP0122
 MP0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MP0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0223 ***********************************************************************
 MP0223  DESIGNATION -  G 76
 MP0223  PID         -  MP0223
 MP0223  STATE/COUNTY-  WY/CARBON
 MP0223  USGS QUAD   -  MEADS (1982)
 MP0223
 MP0223                         *CURRENT SURVEY CONTROL
 MP0223  ___________________________________________________________________
 MP0223* NAD 83(1993)-  41 44 10.79639(N)    106 48 00.43343(W)     ADJUSTED  
 MP0223* NAVD 88     -      2028.232  (meters)    6654.29   (feet)  ADJUSTED  
 MP0223  ___________________________________________________________________
 MP0223  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 MP0223  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MP0223  DYNAMIC HT  -        2026.461 (meters)    6648.48  (feet)  COMP
 MP0223  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 MP0223
 MP0223  HORZ ORDER  -  SECOND
 MP0223  VERT ORDER  -  FIRST     CLASS II
 MP0223
 MP0223.The horizontal coordinates were established by classical geodetic methods
 MP0223.and adjusted by the National Geodetic Survey in January 1997..
 MP0223
 MP0223.The orthometric height was determined by differential leveling
 MP0223.and adjusted by the National Geodetic Survey in June 1991..
 MP0223
 MP0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0223
 MP0223.The geoid height was determined by GEOID03.
 MP0223
 MP0223.The dynamic height is computed by dividing the NAVD 88
 MP0223.geopotential number by the normal gravity value computed on the
 MP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0223.degrees latitude (g = 980.6199 gals.).
 MP0223
 MP0223.The modeled gravity was interpolated from observed gravity values.
 MP0223
 MP0223;                    North         East     Units Scale Factor Converg.
 MP0223;SPC WYEC     -   237,431.189   444,356.300   MT  0.99996170   +0 21 17.9
 MP0223;UTM  13      - 4,622,067.932   350,301.616   MT  0.99987577   -1 11 54.8
 MP0223
 MP0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0223!SPC WYEC     -   0.99968410  x   0.99996170  =   0.99964581
 MP0223!UTM  13      -   0.99968410  x   0.99987577  =   0.99955991
 MP0223
 MP0223                          SUPERSEDED SURVEY CONTROL
 MP0223
 MP0223  NAD 83(1986)-  41 44 10.78651(N)    106 48 00.42653(W) AD(       ) 2
 MP0223  NAD 27      -  41 44 10.92949(N)    106 47 58.30673(W) AD(       ) 2
 MP0223  NGVD 29 (??/??/92) 2027.041  (m)         6650.38   (f) ADJ UNCH    1 2
 MP0223
 MP0223.Superseded values are not recommended for survey control.
 MP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0223.See file dsdata.txt to determine how the superseded data were derived.
 MP0223
 MP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5030222068(NAD 83)
 MP0223_MARKER: DB = BENCH MARK DISK
 MP0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0223_STAMPING: G 76 1934
 MP0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0223+STABILITY: SURFACE MOTION
 MP0223
 MP0223  HISTORY     - Date     Condition        Report By
 MP0223  HISTORY     - 1934     MONUMENTED       CGS
 MP0223  HISTORY     - 1947     GOOD             NGS
 MP0223  HISTORY     - 1973     GOOD             NGS
 MP0223
 MP0223                          STATION DESCRIPTION
 MP0223
 MP0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0223'3.0 MI SE FROM WALCOTT.
 MP0223'3.0 MILES SOUTHEAST ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD
 MP0223'FROM THE STATION AT WALCOTT, 648.0 FEET SOUTH OF THE SOUTH END OF A
 MP0223'DEEP CUT, 512.5 FEET SOUTH OF MILEPOST 3, 408.0 FEET NORTH OF THE
 MP0223'NORTH END OF RAILWAY TRESTLE 3.19, 50.8 FEET WEST OF THE WEST RAIL OF
 MP0223'THE TRACK AND 1.0 FOOT LOWER, 1.5 FEET NORTH OF A REFERENCE POST, ON
 MP0223'TOP OF A HILL, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT
 MP0223'ABOVE THE GROUND.
 MP0223
 MP0223                          STATION RECOVERY (1973)
 MP0223
 MP0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MP0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0134 ***********************************************************************
 OX0134  DESIGNATION -  G 78
 OX0134  PID         -  OX0134
 OX0134  STATE/COUNTY-  WY/LINCOLN
 OX0134  USGS QUAD   -  CAMP DAVIS (1996)
 OX0134
 OX0134                         *CURRENT SURVEY CONTROL
 OX0134  ___________________________________________________________________
 OX0134* NAD 83(1986)-  43 18 59.     (N)    110 44 03.     (W)     SCALED    
 OX0134* NAVD 88     -      1816.859  (meters)    5960.81   (feet)  ADJUSTED  
 OX0134  ___________________________________________________________________
 OX0134  GEOID HEIGHT-         -10.11  (meters)                     GEOID03
 OX0134  DYNAMIC HT  -        1815.637 (meters)    5956.80  (feet)  COMP
 OX0134  MODELED GRAV-     979,883.4   (mgal)                       NAVD 88
 OX0134
 OX0134  VERT ORDER  -  SECOND    CLASS 0
 OX0134
 OX0134.The horizontal coordinates were scaled from a topographic map and have
 OX0134.an estimated accuracy of +/- 6 seconds.
 OX0134
 OX0134.The orthometric height was determined by differential leveling
 OX0134.and adjusted by the National Geodetic Survey in June 1991..
 OX0134
 OX0134.The geoid height was determined by GEOID03.
 OX0134
 OX0134.The dynamic height is computed by dividing the NAVD 88
 OX0134.geopotential number by the normal gravity value computed on the
 OX0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0134.degrees latitude (g = 980.6199 gals.).
 OX0134
 OX0134.The modeled gravity was interpolated from observed gravity values.
 OX0134
 OX0134;                    North         East    Units  Estimated Accuracy
 OX0134;SPC WY W     -   413,010.      747,210.      MT  (+/- 180 meters Scaled)
 OX0134
 OX0134                          SUPERSEDED SURVEY CONTROL
 OX0134
 OX0134  NGVD 29 (??/??/92) 1815.588  (m)         5956.64   (f) ADJ UNCH    2 0
 OX0134
 OX0134.Superseded values are not recommended for survey control.
 OX0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0134.See file dsdata.txt to determine how the superseded data were derived.
 OX0134
 OX0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN215959(NAD 83)
 OX0134_MARKER: DB = BENCH MARK DISK
 OX0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0134_STAMPING: G 78 1948
 OX0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0134+STABILITY: SURFACE MOTION
 OX0134
 OX0134  HISTORY     - Date     Condition        Report By
 OX0134  HISTORY     - 1948     MONUMENTED       CGS
 OX0134  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0134
 OX0134                          STATION DESCRIPTION
 OX0134
 OX0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0134'0.5 MI SW FROM MOUTH OF HOBACK RIVER.
 OX0134'0.5 MILE SOUTHWEST ALONG THE GRAND CANYON ROAD FROM THE MOUTH OF THE
 OX0134'HOBACK RIVER, ABOUT 0.1 MILE SOUTH OF A SHARP CURVE, 60.0 FEET NORTH
 OX0134'OF A GROUP OF QUAKANASP TREES, 47.5 FEET WEST OF THE CENTER LINE OF
 OX0134'THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 OX0134'THE GROUND.
 OX0134
 OX0134                          STATION RECOVERY (1963)
 OX0134
 OX0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0676 ***********************************************************************
 MO0676  DESIGNATION -  G 79
 MO0676  PID         -  MO0676
 MO0676  STATE/COUNTY-  WY/ALBANY
 MO0676  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0676
 MO0676                         *CURRENT SURVEY CONTROL
 MO0676  ___________________________________________________________________
 MO0676* NAD 83(1986)-  41 02 46.     (N)    105 54 13.     (W)     SCALED    
 MO0676* NAVD 88     -      2307.109  (meters)    7569.24   (feet)  ADJUSTED  
 MO0676  ___________________________________________________________________
 MO0676  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 MO0676  DYNAMIC HT  -        2304.944 (meters)    7562.14  (feet)  COMP
 MO0676  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 MO0676
 MO0676  VERT ORDER  -  SECOND    CLASS 0
 MO0676
 MO0676.The horizontal coordinates were scaled from a topographic map and have
 MO0676.an estimated accuracy of +/- 6 seconds.
 MO0676
 MO0676.The orthometric height was determined by differential leveling
 MO0676.and adjusted by the National Geodetic Survey in June 1991..
 MO0676
 MO0676.The geoid height was determined by GEOID03.
 MO0676
 MO0676.The dynamic height is computed by dividing the NAVD 88
 MO0676.geopotential number by the normal gravity value computed on the
 MO0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0676.degrees latitude (g = 980.6199 gals.).
 MO0676
 MO0676.The modeled gravity was interpolated from observed gravity values.
 MO0676
 MO0676;                    North         East    Units  Estimated Accuracy
 MO0676;SPC WY E     -    60,900.      138,040.      MT  (+/- 180 meters Scaled)
 MO0676
 MO0676                          SUPERSEDED SURVEY CONTROL
 MO0676
 MO0676  NGVD 29 (??/??/92) 2305.917  (m)         7565.33   (f) ADJ UNCH    2 0
 MO0676
 MO0676.Superseded values are not recommended for survey control.
 MO0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0676.See file dsdata.txt to determine how the superseded data were derived.
 MO0676
 MO0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF240442(NAD 83)
 MO0676_MARKER: DB = BENCH MARK DISK
 MO0676_SETTING: 66 = SET IN ROCK OUTCROP
 MO0676_SP_SET: SANDSTONE ROCK
 MO0676_STAMPING: G 79 1951
 MO0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0676+STABILITY: POSITION/ELEVATION WELL
 MO0676
 MO0676  HISTORY     - Date     Condition        Report By
 MO0676  HISTORY     - 1951     MONUMENTED       CGS
 MO0676
 MO0676                          STATION DESCRIPTION
 MO0676
 MO0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0676'14.8 MI SE FROM WOODS LANDING.
 MO0676'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0676'RIVER BRIDGE AT WOODS LANDING, THENCE 6.65 MILES NORTHEAST ALONG
 MO0676'A WINDING GRAVELED ROAD, 0.2 MILE EAST OF A LOG BUILDING, 118
 MO0676'FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 MO0676'SANDSTONE ROCK WHICH HAS THE LETTERS BM PAINTED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0281 ***********************************************************************
 PV0281  DESIGNATION -  G 8
 PV0281  PID         -  PV0281
 PV0281  STATE/COUNTY-  WY/CAMPBELL
 PV0281  USGS QUAD   -  ORIVA (1971)
 PV0281
 PV0281                         *CURRENT SURVEY CONTROL
 PV0281  ___________________________________________________________________
 PV0281* NAD 83(1986)-  44 19 44.     (N)    105 41 55.     (W)     SCALED    
 PV0281* NAVD 88     -      1406.375  (meters)    4614.08   (feet)  POSTED    
 PV0281  ___________________________________________________________________
 PV0281  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 PV0281  DYNAMIC HT  -        1405.780 (meters)    4612.13  (feet)  COMP
 PV0281  MODELED GRAV-     980,146.3   (mgal)                       NAVD 88
 PV0281
 PV0281  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0281
 PV0281.The horizontal coordinates were scaled from a topographic map and have
 PV0281.an estimated accuracy of +/- 6 seconds.
 PV0281
 PV0281.The orthometric height was determined by differential leveling
 PV0281.and adjusted by the National Geodetic Survey in 1992..
 PV0281.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0281.rate of 0.0 thru 1.0 mm/km.
 PV0281
 PV0281.The geoid height was determined by GEOID03.
 PV0281
 PV0281.The dynamic height is computed by dividing the NAVD 88
 PV0281.geopotential number by the normal gravity value computed on the
 PV0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0281.degrees latitude (g = 980.6199 gals.).
 PV0281
 PV0281.The modeled gravity was interpolated from observed gravity values.
 PV0281
 PV0281;                    North         East    Units  Estimated Accuracy
 PV0281;SPC WY E     -   425,430.      157,570.      MT  (+/- 180 meters Scaled)
 PV0281
 PV0281                          SUPERSEDED SURVEY CONTROL
 PV0281
 PV0281.No superseded survey control is available for this station.
 PV0281
 PV0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK443086(NAD 83)
 PV0281_MARKER: B = BOLT
 PV0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0281_SP_SET: BRIDGE
 PV0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0281
 PV0281  HISTORY     - Date     Condition        Report By
 PV0281  HISTORY     - 1908     MONUMENTED       CGS
 PV0281  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0281
 PV0281                          STATION DESCRIPTION
 PV0281
 PV0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0281'1.5 MI NW FROM ORIVA.
 PV0281'1.5 MILES NW ALONG THE CHICAGO, BURLINGTON AND QUINCY RR FROM
 PV0281'ORIVA, CROOK COUNTY, ON THE CONCRETE COPING OF A BRIDGE,
 PV0281'DIRECTLY OVER THE NE PIER, AND 8.2 FEET SW OF THE CENTERLINE
 PV0281'OF THE MAIN TRACK.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0077 ***********************************************************************
 MO0077  DESIGNATION -  G 80
 MO0077  PID         -  MO0077
 MO0077  STATE/COUNTY-  WY/LARAMIE
 MO0077  USGS QUAD   -  PINE BLUFFS (1992)
 MO0077
 MO0077                         *CURRENT SURVEY CONTROL
 MO0077  ___________________________________________________________________
 MO0077* NAD 83(1986)-  41 08 11.     (N)    104 03 48.     (W)     SCALED    
 MO0077* NAVD 88     -      1611.624  (meters)    5287.47   (feet)  ADJUSTED  
 MO0077  ___________________________________________________________________
 MO0077  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 MO0077  DYNAMIC HT  -        1610.358 (meters)    5283.32  (feet)  COMP
 MO0077  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 MO0077
 MO0077  VERT ORDER  -  SECOND    CLASS 0
 MO0077
 MO0077.The horizontal coordinates were scaled from a topographic map and have
 MO0077.an estimated accuracy of +/- 6 seconds.
 MO0077
 MO0077.The orthometric height was determined by differential leveling
 MO0077.and adjusted by the National Geodetic Survey in June 1991..
 MO0077
 MO0077.The geoid height was determined by GEOID03.
 MO0077
 MO0077.The dynamic height is computed by dividing the NAVD 88
 MO0077.geopotential number by the normal gravity value computed on the
 MO0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0077.degrees latitude (g = 980.6199 gals.).
 MO0077
 MO0077.The modeled gravity was interpolated from observed gravity values.
 MO0077
 MO0077;                    North         East    Units  Estimated Accuracy
 MO0077;SPC WY E     -    71,250.      292,630.      MT  (+/- 180 meters Scaled)
 MO0077
 MO0077                          SUPERSEDED SURVEY CONTROL
 MO0077
 MO0077  NGVD 29 (??/??/92) 1610.794  (m)         5284.75   (f) ADJ UNCH    2 0
 MO0077
 MO0077.Superseded values are not recommended for survey control.
 MO0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0077.See file dsdata.txt to determine how the superseded data were derived.
 MO0077
 MO0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF786543(NAD 83)
 MO0077_MARKER: DB = BENCH MARK DISK
 MO0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0077_STAMPING: G 80 1952
 MO0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0077+STABILITY: SURFACE MOTION
 MO0077
 MO0077  HISTORY     - Date     Condition        Report By
 MO0077  HISTORY     - 1952     MONUMENTED       CGS
 MO0077
 MO0077                          STATION DESCRIPTION
 MO0077
 MO0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0077'3.8 MI SE FROM PINE BLUFFS.
 MO0077'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 MO0077'RAILROAD STATION AT PINE BLUFFS, THENCE 3.4 MILES SOUTH ALONG
 MO0077'A GRAVELED ROAD, ON THE SOUTH SLOPE OF A LONG HILL, 40 FEET
 MO0077'EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 47 FEET NORTH
 MO0077'OF A POWER POLE, 2.5 FEET WEST OF A FENCE, 2 FEET SOUTH OF A
 MO0077'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0077'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0118 ***********************************************************************
 MO0118  DESIGNATION -  G 81
 MO0118  PID         -  MO0118
 MO0118  STATE/COUNTY-  WY/LARAMIE
 MO0118  USGS QUAD   -  HILLSDALE (1963)
 MO0118
 MO0118                         *CURRENT SURVEY CONTROL
 MO0118  ___________________________________________________________________
 MO0118* NAD 83(1986)-  41 12 06.     (N)    104 23 27.     (W)     SCALED    
 MO0118* NAVD 88     -      1680.566  (meters)    5513.66   (feet)  ADJUSTED  
 MO0118  ___________________________________________________________________
 MO0118  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 MO0118  DYNAMIC HT  -        1679.187 (meters)    5509.13  (feet)  COMP
 MO0118  MODELED GRAV-     979,743.7   (mgal)                       NAVD 88
 MO0118
 MO0118  VERT ORDER  -  SECOND    CLASS 0
 MO0118
 MO0118.The horizontal coordinates were scaled from a topographic map and have
 MO0118.an estimated accuracy of +/- 6 seconds.
 MO0118
 MO0118.The orthometric height was determined by differential leveling
 MO0118.and adjusted by the National Geodetic Survey in June 1991..
 MO0118
 MO0118.The geoid height was determined by GEOID03.
 MO0118
 MO0118.The dynamic height is computed by dividing the NAVD 88
 MO0118.geopotential number by the normal gravity value computed on the
 MO0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0118.degrees latitude (g = 980.6199 gals.).
 MO0118
 MO0118.The modeled gravity was interpolated from observed gravity values.
 MO0118
 MO0118;                    North         East    Units  Estimated Accuracy
 MO0118;SPC WY E     -    78,210.      265,070.      MT  (+/- 180 meters Scaled)
 MO0118
 MO0118                          SUPERSEDED SURVEY CONTROL
 MO0118
 MO0118  NGVD 29 (??/??/92) 1679.650  (m)         5510.65   (f) ADJ UNCH    2 0
 MO0118
 MO0118.Superseded values are not recommended for survey control.
 MO0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0118.See file dsdata.txt to determine how the superseded data were derived.
 MO0118
 MO0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF510613(NAD 83)
 MO0118_MARKER: DB = BENCH MARK DISK
 MO0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0118_SP_SET: BRIDGE
 MO0118_STAMPING: G 81 1952
 MO0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0118
 MO0118  HISTORY     - Date     Condition        Report By
 MO0118  HISTORY     - 1952     MONUMENTED       CGS
 MO0118
 MO0118                          STATION DESCRIPTION
 MO0118
 MO0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0118'1.7 MI W FROM BURNS.
 MO0118'1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0118'AT BURNS, 2 POLES EAST OF MILEPOST 385, AT TRESTLE 484.95, 6.8
 MO0118'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 2 FEET BELOW
 MO0118'THE TOP OF THE RAILS, SET IN THE TOP OF THE CENTER OF THE
 MO0118'SOUTHEAST CONCRETE WINGWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB7171 ***********************************************************************
 AB7171  DESIGNATION -  G 83 RESET
 AB7171  PID         -  AB7171
 AB7171  STATE/COUNTY-  WY/PARK
 AB7171  USGS QUAD   -  LITTLE BUFFALO BASIN (1985)
 AB7171
 AB7171                         *CURRENT SURVEY CONTROL
 AB7171  ___________________________________________________________________
 AB7171* NAD 83(1986)-  44 07 26.     (N)    108 48 37.     (W)     SCALED    
 AB7171* NAVD 88     -      1862.12   (meters)    6109.3    (feet)  RESET     
 AB7171  ___________________________________________________________________
 AB7171  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 AB7171
 AB7171  VERT ORDER  -  THIRD
 AB7171
 AB7171.The horizontal coordinates were scaled from a topographic map and have
 AB7171.an estimated accuracy of +/- 6 seconds.
 AB7171
 AB7171.The orthometric height was computed from unverified reset data.
 AB7171
 AB7171.The geoid height was determined by GEOID03.
 AB7171
 AB7171;                    North         East    Units  Estimated Accuracy
 AB7171;SPC WYWC     -   402,520.      595,180.      MT  (+/- 180 meters Scaled)
 AB7171
 AB7171                          SUPERSEDED SURVEY CONTROL
 AB7171
 AB7171.No superseded survey control is available for this station.
 AB7171
 AB7171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP751879(NAD 83)
 AB7171_MARKER: DV = VERTICAL CONTROL DISK
 AB7171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7171_STAMPING: G 83 RESET 1995
 AB7171_MARK LOGO: NGS   
 AB7171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB7171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7171+STABILITY: SURFACE MOTION
 AB7171
 AB7171  HISTORY     - Date     Condition        Report By
 AB7171  HISTORY     - 1995     MONUMENTED       WYDT
 AB7171
 AB7171                          STATION DESCRIPTION
 AB7171
 AB7171'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1995 (ABC)
 AB7171'3.7 MILES (6.0 KM) SOUTHEAST ALONG WYOMING 120 FROM THE INTERSECTION
 AB7171'OF WYOMING 120 IN MEETEETSE, 106 FEET (32.3 M) NORTHEAST OF THE
 AB7171'CENTERLINE OF THE HIGHWAY, ON TOP OF A SMALL KNOLL AND INSIDE THE
 AB7171'HIGHWAY RIGHT-OF-WAY FENCE.  2 FEET (0.6 M) NORTHEAST OF A WITNESS
 AB7171'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0170 ***********************************************************************
 PX0170  DESIGNATION -  G 84
 PX0170  PID         -  PX0170
 PX0170  STATE/COUNTY-  WY/PARK
 PX0170  USGS QUAD   -  GOFF LAKE (1987)
 PX0170
 PX0170                         *CURRENT SURVEY CONTROL
 PX0170  ___________________________________________________________________
 PX0170* NAD 83(1986)-  44 38 54.     (N)    109 09 49.     (W)     SCALED    
 PX0170* NAVD 88     -      1781.369  (meters)    5844.37   (feet)  ADJUSTED  
 PX0170  ___________________________________________________________________
 PX0170  GEOID HEIGHT-         -11.31  (meters)                     GEOID03
 PX0170  DYNAMIC HT  -        1780.445 (meters)    5841.34  (feet)  COMP
 PX0170  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 PX0170
 PX0170  VERT ORDER  -  SECOND    CLASS 0
 PX0170
 PX0170.The horizontal coordinates were scaled from a topographic map and have
 PX0170.an estimated accuracy of +/- 6 seconds.
 PX0170
 PX0170.The orthometric height was determined by differential leveling
 PX0170.and adjusted by the National Geodetic Survey in June 1991..
 PX0170
 PX0170.The geoid height was determined by GEOID03.
 PX0170
 PX0170.The dynamic height is computed by dividing the NAVD 88
 PX0170.geopotential number by the normal gravity value computed on the
 PX0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0170.degrees latitude (g = 980.6199 gals.).
 PX0170
 PX0170.The modeled gravity was interpolated from observed gravity values.
 PX0170
 PX0170;                    North         East    Units  Estimated Accuracy
 PX0170;SPC WYWC     -   460,870.      567,190.      MT  (+/- 180 meters Scaled)
 PX0170
 PX0170                          SUPERSEDED SURVEY CONTROL
 PX0170
 PX0170  NGVD 29 (??/??/92) 1780.244  (m)         5840.68   (f) ADJ UNCH    2 0
 PX0170
 PX0170.Superseded values are not recommended for survey control.
 PX0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0170.See file dsdata.txt to determine how the superseded data were derived.
 PX0170
 PX0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ456455(NAD 83)
 PX0170_MARKER: DB = BENCH MARK DISK
 PX0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0170_STAMPING: G 84 1934
 PX0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0170+STABILITY: SURFACE MOTION
 PX0170
 PX0170  HISTORY     - Date     Condition        Report By
 PX0170  HISTORY     - 1934     MONUMENTED       CGS
 PX0170  HISTORY     - 1983     GOOD             USGS
 PX0170
 PX0170                          STATION DESCRIPTION
 PX0170
 PX0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0170'11.0 MI W FROM CODY.
 PX0170'11 MILES WEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE POST
 PX0170'OFFICE AT CODY, PARK COUNTY, AT A CURVE, 31 FEET EAST OF THE CENTER
 PX0170'LINE OF THE ROAD, AND 14 FEET EAST OF A NORTHWEST-AND-SOUTHEAST FENCE.
 PX0170'A STANDARD DISK, STAMPED G 84 1934 AND SET IN THE TOP OF A CONCRETE
 PX0170'POST.  NOTE-- MARK IS ON THE OLD ROAD LEADING TO CLARK, WYOMING, 951
 PX0170'FEET NORTHWEST OF NEW ROAD, 252 FEET EAST OF CREEK BED.
 PX0170
 PX0170                          STATION RECOVERY (1983)
 PX0170
 PX0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0170'CODY, JCT. OF U.S. HWYS. 14,16,20 AND ALTERNATE U.S. HWY. 14 WYO.
 PX0170'STATE HWY. 120 THENCE 0.4 MILE NORTH ALONG ALT. 14 AND STATE 120,
 PX0170'THENCE 10.5 MILES NORTHWEST ALONG STATE 120 TO SOUTH SIDE OF LARGE
 PX0170'HWY. FILL, THENCE ON FOOT ABOUT 300 YDS. NORTH ALONG OLD ROAD BED,
 PX0170'ABOUT 800 FT. NORTHEAST OF HWY. AT FILL, ABOUT 250 FT. SOUTHEAST OF
 PX0170'OLD ROAD AT DRAIN CROSSING, 30 FT. EAST OF OLD RD. IN CONCRETE POST
 PX0170'PROJECTING 0.5 FT. STANDARD DISK STAMPED 'G 84 1934'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0114 ***********************************************************************
 PX0114  DESIGNATION -  G 85
 PX0114  PID         -  PX0114
 PX0114  STATE/COUNTY-  WY/PARK
 PX0114  USGS QUAD   -  EAGLE PASS (1985)
 PX0114
 PX0114                         *CURRENT SURVEY CONTROL
 PX0114  ___________________________________________________________________
 PX0114* NAD 83(1993)-  44 28 43.92133(N)    108 46 36.81370(W)     ADJUSTED  
 PX0114* NAVD 88     -      1570.563  (meters)    5152.76   (feet)  ADJUSTED  
 PX0114  ___________________________________________________________________
 PX0114  LAPLACE CORR-          -9.13  (seconds)                    DEFLEC99
 PX0114  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 PX0114  DYNAMIC HT  -        1569.748 (meters)    5150.08  (feet)  COMP
 PX0114  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 PX0114
 PX0114  HORZ ORDER  -  THIRD
 PX0114  VERT ORDER  -  SECOND    CLASS 0
 PX0114
 PX0114.The horizontal coordinates were established by classical geodetic methods
 PX0114.and adjusted by the National Geodetic Survey in January 1997..
 PX0114
 PX0114.The orthometric height was determined by differential leveling
 PX0114.and adjusted by the National Geodetic Survey in June 1991..
 PX0114
 PX0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0114
 PX0114.The geoid height was determined by GEOID03.
 PX0114
 PX0114.The dynamic height is computed by dividing the NAVD 88
 PX0114.geopotential number by the normal gravity value computed on the
 PX0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0114.degrees latitude (g = 980.6199 gals.).
 PX0114
 PX0114.The modeled gravity was interpolated from observed gravity values.
 PX0114
 PX0114;                    North         East     Units Scale Factor Converg.
 PX0114;SPC WYWC     -   441,956.575   597,860.597   MT  0.99993756   -0 01 07.8
 PX0114;SPC WYEC     -   542,969.951   285,159.831   MT  1.00009963   -1 00 41.5
 PX0114;UTM  12      - 4,927,465.547   676,796.730   MT  0.99998440   +1 33 28.8
 PX0114
 PX0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0114!SPC WYWC     -   0.99975581  x   0.99993756  =   0.99969339
 PX0114!SPC WYEC     -   0.99975581  x   1.00009963  =   0.99985542
 PX0114!UTM  12      -   0.99975581  x   0.99998440  =   0.99974022
 PX0114
 PX0114:                Primary Azimuth Mark                     Grid Az
 PX0114:SPC WYWC     -  MUD                                      268 15 32.6
 PX0114:SPC WYEC     -  MUD                                      269 15 06.3
 PX0114:UTM  12      -  MUD                                      266 40 56.0
 PX0114
 PX0114|---------------------------------------------------------------------|
 PX0114| PID    Reference Object                     Distance      Geod. Az  |
 PX0114|                                                           dddmmss.s |
 PX0114| PX0380 MUD                                 APPROX. 4.1 KM 2681424.8 |
 PX0114|---------------------------------------------------------------------|
 PX0114
 PX0114                          SUPERSEDED SURVEY CONTROL
 PX0114
 PX0114  NAD 83(1986)-  44 28 43.91125(N)    108 46 36.80632(W) AD(       ) 3
 PX0114  NAD 27      -  44 28 44.06768(N)    108 46 34.32539(W) AD(       ) 3
 PX0114  NGVD 29 (??/??/92) 1569.486  (m)         5149.22   (f) ADJ UNCH    2 0
 PX0114
 PX0114.Superseded values are not recommended for survey control.
 PX0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0114.See file dsdata.txt to determine how the superseded data were derived.
 PX0114
 PX0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7679727466(NAD 83)
 PX0114_MARKER: DB = BENCH MARK DISK
 PX0114_SETTING: 80 = SET IN A BOULDER
 PX0114_STAMPING: G 85 1934
 PX0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0114+STABILITY: SURFACE MOTION
 PX0114
 PX0114  HISTORY     - Date     Condition        Report By
 PX0114  HISTORY     - 1934     MONUMENTED       NGS
 PX0114  HISTORY     - 1934     GOOD             CGS
 PX0114  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0114
 PX0114                          STATION DESCRIPTION
 PX0114
 PX0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0114'STATION LOCATED 15.4 MI. E. ALONG U.S. HIGHWAY 20 FROM POST OFFICE AT
 PX0114'CODY, ABOUT 12 MI. E. OF JUNCTION OF STATE HIGHWAY 420, 79.5 FT. SE.
 PX0114'OF CENTER OF HIGHWAY IN E. EDGE NEAR END OF LARGE SANDSTONE BOULDER,
 PX0114'AND ABOUT 2 FT. HIGHER THAN HIGHWAY.
 PX0114'
 PX0114'TO REACH STATION FROM CODY POST OFFICE, FOLLOW U.S. HIGHWAY 20 TOWARD
 PX0114'GREYBULL, 15.4 MI. TO DIM TRAIL RD. N., ON SANDSTONE LEDGE 80 FT. S.
 PX0114'OF HIGHWAY ABOUT 180 FT. E. OF TRAIL RD. JUNCTION.
 PX0114'
 PX0114'STATION MARK - STANDARD NGS DISK STAMPED ---G 85 1934--- CEMENTED IN
 PX0114'SANDSTONE LEDGE.
 PX0114'
 PX0114'REFERENCE MARK NO.1 - STATE HIGHWAY DEPARTMENT RIGHT OF WAY BRONZE
 PX0114'TABLET STAMPED ---F.L.H.P. 7,--- STATION 600 X 00 ELEV. 5136.53
 PX0114'CEMENTED IN TOP OF CONCRETE POST, 427.3 FT. W. OF STATION,
 PX0114'N 89 DEG 24 MIN E.
 PX0114'
 PX0114'REFERENCE MARK NO.2 - DRILLED HOLE 378.7 FT. FROM STATION IN E. END OF
 PX0114'S. HEADWALL OF CULVERT UNDER HIGHWAY, S 83 DEG 46 MIN W.
 PX0114
 PX0114                          STATION RECOVERY (1934)
 PX0114
 PX0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PX0114'15.4 MI E FROM CODY.
 PX0114'ABOUT 15.4 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PX0114'CODY, PARK COUNTY, ABOUT 12.0 MILES EAST OF THE JUNCTION OF STATE
 PX0114'HIGHWAY 420, 79.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN
 PX0114'THE TOP OF A LARGE SANDSTONE BOULDER, AND ABOUT 2.5 FEET HIGHER THAN
 PX0114'THE HIGHWAY.  A STANDARD DISK, STAMPED G 85 1934.
 PX0114
 PX0114                          STATION RECOVERY (1979)
 PX0114
 PX0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0318 ***********************************************************************
 PV0318  DESIGNATION -  G 86
 PV0318  PID         -  PV0318
 PV0318  STATE/COUNTY-  WY/CAMPBELL
 PV0318  USGS QUAD   -  BLACK DRAW (1971)
 PV0318
 PV0318                         *CURRENT SURVEY CONTROL
 PV0318  ___________________________________________________________________
 PV0318* NAD 83(1986)-  44 58 17.     (N)    105 55 18.     (W)     SCALED    
 PV0318* NAVD 88     -      1048.504  (meters)    3439.97   (feet)  ADJUSTED  
 PV0318  ___________________________________________________________________
 PV0318  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 PV0318  DYNAMIC HT  -        1048.191 (meters)    3438.94  (feet)  COMP
 PV0318  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 PV0318
 PV0318  VERT ORDER  -  SECOND    CLASS 0
 PV0318
 PV0318.The horizontal coordinates were scaled from a topographic map and have
 PV0318.an estimated accuracy of +/- 6 seconds.
 PV0318
 PV0318.The orthometric height was determined by differential leveling
 PV0318.and adjusted by the National Geodetic Survey in June 1991..
 PV0318
 PV0318.The geoid height was determined by GEOID03.
 PV0318
 PV0318.The dynamic height is computed by dividing the NAVD 88
 PV0318.geopotential number by the normal gravity value computed on the
 PV0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0318.degrees latitude (g = 980.6199 gals.).
 PV0318
 PV0318.The modeled gravity was interpolated from observed gravity values.
 PV0318
 PV0318;                    North         East    Units  Estimated Accuracy
 PV0318;SPC WY E     -   496,960.      140,450.      MT  (+/- 180 meters Scaled)
 PV0318
 PV0318                          SUPERSEDED SURVEY CONTROL
 PV0318
 PV0318  NGVD 29 (??/??/92) 1047.864  (m)         3437.87   (f) ADJ UNCH    2 0
 PV0318
 PV0318.Superseded values are not recommended for survey control.
 PV0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0318.See file dsdata.txt to determine how the superseded data were derived.
 PV0318
 PV0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK273801(NAD 83)
 PV0318_MARKER: DB = BENCH MARK DISK
 PV0318_SETTING: 66 = SET IN ROCK OUTCROP
 PV0318_SP_SET: ROCK SLOPE
 PV0318_STAMPING: G 86 1934
 PV0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0318+STABILITY: POSITION/ELEVATION WELL
 PV0318
 PV0318  HISTORY     - Date     Condition        Report By
 PV0318  HISTORY     - 1934     MONUMENTED       CGS
 PV0318  HISTORY     - 1972     MARK NOT FOUND   USGS
 PV0318
 PV0318                          STATION DESCRIPTION
 PV0318
 PV0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0318'9 MI S FROM MOOREHEAD.
 PV0318'IN CAMPBELL COUNTY, WYOMING, 9.0 MILES SOUTH ALONG THE COUNTY
 PV0318'ROAD LEADING TO ARVADA FROM THE POST OFFICE AT MOORHEAD, POWDER
 PV0318'RIVER COUNTY, MONTANA, 0.4 MILE SOUTH OF A RANCH HOUSE, 0.4
 PV0318'MILE NORTH OF ANOTHER RANCH HOUSE, 150 FEET EAST OF POWDER
 PV0318'RIVER, 62.4 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 PV0318'75.6 FEET SOUTH OF AN EAST-AND-WEST FENCE, AT A ROCK SLOPE
 PV0318'UPWARD, IN THE TOP OF A LARGE ROCK, AND 7-1/2 FEET HIGHER THAN
 PV0318'THE ROAD.  A STANDARD DISK, STAMPED G 86 1934.
 PV0318
 PV0318                          STATION RECOVERY (1972)
 PV0318
 PV0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PV0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0185 ***********************************************************************
 NQ0185  DESIGNATION -  G 87
 NQ0185  PID         -  NQ0185
 NQ0185  STATE/COUNTY-  WY/PLATTE
 NQ0185  USGS QUAD   -  WHEATLAND (1990)
 NQ0185
 NQ0185                         *CURRENT SURVEY CONTROL
 NQ0185  ___________________________________________________________________
 NQ0185* NAD 83(1986)-  42 03 21.     (N)    104 57 11.     (W)     SCALED    
 NQ0185* NAVD 88     -      1447.899  (meters)    4750.32   (feet)  ADJUSTED  
 NQ0185  ___________________________________________________________________
 NQ0185  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NQ0185  DYNAMIC HT  -        1446.957 (meters)    4747.22  (feet)  COMP
 NQ0185  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 NQ0185
 NQ0185  VERT ORDER  -  FIRST     CLASS II
 NQ0185
 NQ0185.The horizontal coordinates were scaled from a topographic map and have
 NQ0185.an estimated accuracy of +/- 6 seconds.
 NQ0185
 NQ0185.The orthometric height was determined by differential leveling
 NQ0185.and adjusted by the National Geodetic Survey in June 1991..
 NQ0185
 NQ0185.The geoid height was determined by GEOID03.
 NQ0185
 NQ0185.The dynamic height is computed by dividing the NAVD 88
 NQ0185.geopotential number by the normal gravity value computed on the
 NQ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0185.degrees latitude (g = 980.6199 gals.).
 NQ0185
 NQ0185.The modeled gravity was interpolated from observed gravity values.
 NQ0185
 NQ0185;                    North         East    Units  Estimated Accuracy
 NQ0185;SPC WY E     -   172,800.      217,680.      MT  (+/- 180 meters Scaled)
 NQ0185
 NQ0185                          SUPERSEDED SURVEY CONTROL
 NQ0185
 NQ0185  NGVD 29 (??/??/92) 1447.094  (m)         4747.67   (f) ADJ UNCH    1 2
 NQ0185
 NQ0185.Superseded values are not recommended for survey control.
 NQ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0185.See file dsdata.txt to determine how the superseded data were derived.
 NQ0185
 NQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG038559(NAD 83)
 NQ0185_MARKER: DB = BENCH MARK DISK
 NQ0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0185_SP_SET: CONCRETE FOUNDATION
 NQ0185_STAMPING: G 87 1934
 NQ0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0185
 NQ0185  HISTORY     - Date     Condition        Report By
 NQ0185  HISTORY     - 1934     MONUMENTED       CGS
 NQ0185  HISTORY     - 1959     GOOD             NGS
 NQ0185  HISTORY     - 1966     GOOD             NGS
 NQ0185  HISTORY     - 20030924 GOOD             USPSQD
 NQ0185
 NQ0185                          STATION DESCRIPTION
 NQ0185
 NQ0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NQ0185'AT WHEATLAND.
 NQ0185'AT WHEATLAND, AT THE COUNTY COURTHOUSE, 52 FEET EAST OF THE
 NQ0185'EAST CURB OF U.S. HIGHWAY 87, SET VERTICALLY IN THE CONCRETE
 NQ0185'FOUNDATION OF THE WEST SIDE OF THE BUILDING, 19 FEET NORTH OF THE
 NQ0185'CENTER OF THE MAIN ENTRANCE, AND ABOUT 4 FEET ABOVE THE GROUND.
 NQ0185
 NQ0185                          STATION RECOVERY (1966)
 NQ0185
 NQ0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NQ0185'RECOVERED IN GOOD CONDITION.
 NQ0185
 NQ0185                          STATION RECOVERY (2003)
 NQ0185
 NQ0185'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 NQ0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0066 ***********************************************************************
 MO0066  DESIGNATION -  G 89
 MO0066  PID         -  MO0066
 MO0066  STATE/COUNTY-  WY/LARAMIE
 MO0066  USGS QUAD   -  MIDWAY (1991)
 MO0066
 MO0066                         *CURRENT SURVEY CONTROL
 MO0066  ___________________________________________________________________
 MO0066* NAD 83(1986)-  41 24 58.     (N)    104 25 07.     (W)     SCALED    
 MO0066* NAVD 88     -      1721.116  (meters)    5646.69   (feet)  ADJUSTED  
 MO0066  ___________________________________________________________________
 MO0066  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 MO0066  DYNAMIC HT  -        1719.776 (meters)    5642.30  (feet)  COMP
 MO0066  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 MO0066
 MO0066  VERT ORDER  -  SECOND    CLASS 0
 MO0066
 MO0066.The horizontal coordinates were scaled from a topographic map and have
 MO0066.an estimated accuracy of +/- 6 seconds.
 MO0066
 MO0066.The orthometric height was determined by differential leveling
 MO0066.and adjusted by the National Geodetic Survey in June 1991..
 MO0066
 MO0066.The geoid height was determined by GEOID03.
 MO0066
 MO0066.The dynamic height is computed by dividing the NAVD 88
 MO0066.geopotential number by the normal gravity value computed on the
 MO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0066.degrees latitude (g = 980.6199 gals.).
 MO0066
 MO0066.The modeled gravity was interpolated from observed gravity values.
 MO0066
 MO0066;                    North         East    Units  Estimated Accuracy
 MO0066;SPC WY E     -   102,000.      262,540.      MT  (+/- 180 meters Scaled)
 MO0066
 MO0066                          SUPERSEDED SURVEY CONTROL
 MO0066
 MO0066  NGVD 29 (??/??/92) 1720.244  (m)         5643.83   (f) ADJ UNCH    2 0
 MO0066
 MO0066.Superseded values are not recommended for survey control.
 MO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0066.See file dsdata.txt to determine how the superseded data were derived.
 MO0066
 MO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF485851(NAD 83)
 MO0066_MARKER: DB = BENCH MARK DISK
 MO0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0066_STAMPING: G 89 1934
 MO0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0066+STABILITY: SURFACE MOTION
 MO0066
 MO0066  HISTORY     - Date     Condition        Report By
 MO0066  HISTORY     - 1934     MONUMENTED       CGS
 MO0066  HISTORY     - 1959     MARK NOT FOUND   NGS
 MO0066
 MO0066                          STATION DESCRIPTION
 MO0066
 MO0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0066'23.5 MI SW FROM LAGRANGE.
 MO0066'IN LARAMIE COUNTY, 4.0 MILES WEST ALONG THE OILED COUNTY ROAD
 MO0066'LEADING TO U.S. HIGHWAY 85 FROM THE POST OFFICE AT LAGRANGE,
 MO0066'GOSHEN COUNTY, THENCE 19.5 MILES SOUTHWEST ALONG U.S. HIGHWAY
 MO0066'85, 0.2 MILE NORTH OF A RANCH, 3 FEET NORTH OF A PROPERTY LINE
 MO0066'FENCE, 49.4 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 MO0066'AND 4.6 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 MO0066'G 89 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0112 ***********************************************************************
 PY0112  DESIGNATION -  G 9
 PY0112  PID         -  PY0112
 PY0112  STATE/COUNTY-  WY/PARK
 PY0112  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0112
 PY0112                         *CURRENT SURVEY CONTROL
 PY0112  ___________________________________________________________________
 PY0112* NAD 83(1986)-  44 45 07.     (N)    110 43 18.     (W)     SCALED    
 PY0112* NAVD 88     -      2293.657  (meters)    7525.11   (feet)  POSTED    
 PY0112  ___________________________________________________________________
 PY0112  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0112  DYNAMIC HT  -        2292.260 (meters)    7520.52  (feet)  COMP
 PY0112  MODELED GRAV-     979,923.6   (mgal)                       NAVD 88
 PY0112
 PY0112  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0112
 PY0112.The horizontal coordinates were scaled from a topographic map and have
 PY0112.an estimated accuracy of +/- 6 seconds.
 PY0112
 PY0112.The orthometric height was determined by differential leveling
 PY0112.and adjusted by the National Geodetic Survey in 1992..
 PY0112.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0112.rate of 0.0 thru 1.0 mm/km.
 PY0112
 PY0112.The geoid height was determined by GEOID03.
 PY0112
 PY0112.The dynamic height is computed by dividing the NAVD 88
 PY0112.geopotential number by the normal gravity value computed on the
 PY0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0112.degrees latitude (g = 980.6199 gals.).
 PY0112
 PY0112.The modeled gravity was interpolated from observed gravity values.
 PY0112
 PY0112;                    North         East    Units  Estimated Accuracy
 PY0112;SPC WYWC     -   474,190.      443,880.      MT  (+/- 180 meters Scaled)
 PY0112
 PY0112                          SUPERSEDED SURVEY CONTROL
 PY0112
 PY0112.No superseded survey control is available for this station.
 PY0112
 PY0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ220554(NAD 83)
 PY0112_MARKER: DB = BENCH MARK DISK
 PY0112_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PY0112_STAMPING: G 9 1923
 PY0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0112
 PY0112  HISTORY     - Date     Condition        Report By
 PY0112  HISTORY     - 1923     MONUMENTED       CGS
 PY0112  HISTORY     - 1960     MARK NOT FOUND   NGS
 PY0112  HISTORY     - 1981     MARK NOT FOUND   USGS
 PY0112
 PY0112                          STATION DESCRIPTION
 PY0112
 PY0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0112'2.3 MI N FROM NORRIS.
 PY0112'2.3 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS ROAD
 PY0112'FROM NORRIS JUNCTION, YELLOWSTONE NATIONAL PARK, 150 FEET SOUTH OF
 PY0112'FRYING PAN SPRING, WEST OF THE ROAD, 3 FEET HIGHER THAN THE ROAD, AND
 PY0112'IN A ROCK.  A STANDARD DISK, STAMPED G 9 1923.
 PY0112
 PY0112                          STATION RECOVERY (1981)
 PY0112
 PY0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PY0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0203 ***********************************************************************
 MO0203  DESIGNATION -  G 90
 MO0203  PID         -  MO0203
 MO0203  STATE/COUNTY-  WY/LARAMIE
 MO0203  USGS QUAD   -  ARCHER (1978)
 MO0203
 MO0203                         *CURRENT SURVEY CONTROL
 MO0203  ___________________________________________________________________
 MO0203* NAD 83(1986)-  41 08 56.     (N)    104 41 04.     (W)     SCALED    
 MO0203* NAVD 88     -      1841.102  (meters)    6040.35   (feet)  ADJUSTED  
 MO0203  ___________________________________________________________________
 MO0203  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 MO0203  DYNAMIC HT  -        1839.510 (meters)    6035.13  (feet)  COMP
 MO0203  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 MO0203
 MO0203  VERT ORDER  -  SECOND    CLASS 0
 MO0203
 MO0203.The horizontal coordinates were scaled from a topographic map and have
 MO0203.an estimated accuracy of +/- 6 seconds.
 MO0203
 MO0203.The orthometric height was determined by differential leveling
 MO0203.and adjusted by the National Geodetic Survey in June 1991..
 MO0203
 MO0203.The geoid height was determined by GEOID03.
 MO0203
 MO0203.The dynamic height is computed by dividing the NAVD 88
 MO0203.geopotential number by the normal gravity value computed on the
 MO0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0203.degrees latitude (g = 980.6199 gals.).
 MO0203
 MO0203.The modeled gravity was interpolated from observed gravity values.
 MO0203
 MO0203;                    North         East    Units  Estimated Accuracy
 MO0203;SPC WY E     -    72,170.      240,480.      MT  (+/- 180 meters Scaled)
 MO0203
 MO0203                          SUPERSEDED SURVEY CONTROL
 MO0203
 MO0203  NGVD 29 (??/??/92) 1840.101  (m)         6037.06   (f) ADJ UNCH    2 0
 MO0203
 MO0203.Superseded values are not recommended for survey control.
 MO0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0203.See file dsdata.txt to determine how the superseded data were derived.
 MO0203
 MO0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF264553(NAD 83)
 MO0203_MARKER: DB = BENCH MARK DISK
 MO0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0203_SP_SET: PIER OVERPASS
 MO0203_STAMPING: G 90 1934
 MO0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0203
 MO0203  HISTORY     - Date     Condition        Report By
 MO0203  HISTORY     - 1934     MONUMENTED       CGS
 MO0203  HISTORY     - 1938     GOOD             NGS
 MO0203
 MO0203                          STATION DESCRIPTION
 MO0203
 MO0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MO0203'1 MI W FROM ARCHER.
 MO0203'1.0 MILE W ALONG THE UNION PACIFIC RR FROM THE STATION AT ARCHER,
 MO0203'LARAMIE COUNTY, 9.5 POLES W OF MILEPOST 502, AT THE U.S. HIGHWAY
 MO0203'30 OVERPASS, IN THE SW FACE OF THE SW PIER, 15.4 FEET S OF THE
 MO0203'CENTERLINE OF THE TRACK, AND 4 FEET ABOVE THE GROUND.  A STANDARD
 MO0203'DISK, STAMPED G 90 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0211 ***********************************************************************
 MO0211  DESIGNATION -  G 91
 MO0211  PID         -  MO0211
 MO0211  STATE/COUNTY-  WY/LARAMIE
 MO0211  USGS QUAD   -  ALTVAN (1978)
 MO0211
 MO0211                         *CURRENT SURVEY CONTROL
 MO0211  ___________________________________________________________________
 MO0211* NAD 83(1986)-  41 07 23.     (N)    104 40 13.     (W)     SCALED    
 MO0211* NAVD 88     -      1784.142  (meters)    5853.47   (feet)  ADJUSTED  
 MO0211  ___________________________________________________________________
 MO0211  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 MO0211  DYNAMIC HT  -        1782.590 (meters)    5848.38  (feet)  COMP
 MO0211  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 MO0211
 MO0211  VERT ORDER  -  SECOND    CLASS 0
 MO0211
 MO0211.The horizontal coordinates were scaled from a topographic map and have
 MO0211.an estimated accuracy of +/- 6 seconds.
 MO0211
 MO0211.The orthometric height was determined by differential leveling
 MO0211.and adjusted by the National Geodetic Survey in June 1991..
 MO0211
 MO0211.The geoid height was determined by GEOID03.
 MO0211
 MO0211.The dynamic height is computed by dividing the NAVD 88
 MO0211.geopotential number by the normal gravity value computed on the
 MO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0211.degrees latitude (g = 980.6199 gals.).
 MO0211
 MO0211.The modeled gravity was interpolated from observed gravity values.
 MO0211
 MO0211;                    North         East    Units  Estimated Accuracy
 MO0211;SPC WY E     -    69,310.      241,680.      MT  (+/- 180 meters Scaled)
 MO0211
 MO0211                          SUPERSEDED SURVEY CONTROL
 MO0211
 MO0211  NGVD 29 (??/??/92) 1783.134  (m)         5850.17   (f) ADJ UNCH    2 0
 MO0211
 MO0211.Superseded values are not recommended for survey control.
 MO0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0211.See file dsdata.txt to determine how the superseded data were derived.
 MO0211
 MO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF276524(NAD 83)
 MO0211_MARKER: DB = BENCH MARK DISK
 MO0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0211_STAMPING: G 91 1934
 MO0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0211+STABILITY: SURFACE MOTION
 MO0211
 MO0211  HISTORY     - Date     Condition        Report By
 MO0211  HISTORY     - 1934     MONUMENTED       CGS
 MO0211
 MO0211                          STATION DESCRIPTION
 MO0211
 MO0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0211'7.8 MI SE FROM CHEYENNE.
 MO0211'7.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MO0211'RAILROAD FROM THE STATION AT CHEYENNE, LARAMIE COUNTY, 1.4 MILES
 MO0211'EAST OF THE HERFORD RANCH, 396 FEET EAST OF MILEPOST 328, AND
 MO0211'34.2 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 MO0211'G 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0303 ***********************************************************************
 MO0303  DESIGNATION -  G 92
 MO0303  PID         -  MO0303
 MO0303  STATE/COUNTY-  WY/LARAMIE
 MO0303  USGS QUAD   -  MOFFETT RANCH (1990)
 MO0303
 MO0303                         *CURRENT SURVEY CONTROL
 MO0303  ___________________________________________________________________
 MO0303* NAD 83(1986)-  41 35 16.     (N)    104 50 36.     (W)     SCALED    
 MO0303* NAVD 88     -      1735.050  (meters)    5692.41   (feet)  ADJUSTED  
 MO0303  ___________________________________________________________________
 MO0303  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 MO0303  DYNAMIC HT  -        1733.683 (meters)    5687.93  (feet)  COMP
 MO0303  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 MO0303
 MO0303  VERT ORDER  -  SECOND    CLASS 0
 MO0303
 MO0303.The horizontal coordinates were scaled from a topographic map and have
 MO0303.an estimated accuracy of +/- 6 seconds.
 MO0303
 MO0303.The orthometric height was determined by differential leveling
 MO0303.and adjusted by the National Geodetic Survey in June 1991..
 MO0303
 MO0303.The geoid height was determined by GEOID03.
 MO0303
 MO0303.The dynamic height is computed by dividing the NAVD 88
 MO0303.geopotential number by the normal gravity value computed on the
 MO0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0303.degrees latitude (g = 980.6199 gals.).
 MO0303
 MO0303.The modeled gravity was interpolated from observed gravity values.
 MO0303
 MO0303;                    North         East    Units  Estimated Accuracy
 MO0303;SPC WY E     -   120,850.      226,960.      MT  (+/- 180 meters Scaled)
 MO0303
 MO0303                          SUPERSEDED SURVEY CONTROL
 MO0303
 MO0303  NGVD 29 (??/??/92) 1734.128  (m)         5689.38   (f) ADJ UNCH    2 0
 MO0303
 MO0303.Superseded values are not recommended for survey control.
 MO0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0303.See file dsdata.txt to determine how the superseded data were derived.
 MO0303
 MO0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG130040(NAD 83)
 MO0303_MARKER: DB = BENCH MARK DISK
 MO0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0303_STAMPING: G 92 1934
 MO0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0303+STABILITY: SURFACE MOTION
 MO0303
 MO0303  HISTORY     - Date     Condition        Report By
 MO0303  HISTORY     - 1934     MONUMENTED       CGS
 MO0303  HISTORY     - 1941     GOOD             NGS
 MO0303  HISTORY     - 1961     MARK NOT FOUND   USGS
 MO0303
 MO0303                          STATION DESCRIPTION
 MO0303
 MO0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0303'12.2 MI S FROM CHUGWATER.
 MO0303'IN LARAMIE COUNTY, 12.2 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM
 MO0303'CHUGWATER, PLATTE COUNTY, 1,000 FEET SOUTHWEST OF A RANCH HOUSE,
 MO0303'253 FEET SOUTHWEST OF THE SOUTH END OF A WOODEN BRIDGE, 62 FEET
 MO0303'WEST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET NORTHWEST OF THE
 MO0303'NORTH END OF AN 18-INCH CULVERT UNDER A FARM ROAD, AND 13 FEET
 MO0303'EAST OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED
 MO0303'G 92 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ONE
 MO0303'FOOT VACANT HOLE FOUND AT LOCATION.
 MO0303
 MO0303                          STATION RECOVERY (1961)
 MO0303
 MO0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MO0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0051 ***********************************************************************
 MO0051  DESIGNATION -  G 96
 MO0051  PID         -  MO0051
 MO0051  STATE/COUNTY-  WY/LARAMIE
 MO0051  USGS QUAD   -  TRACY (1963)
 MO0051
 MO0051                         *CURRENT SURVEY CONTROL
 MO0051  ___________________________________________________________________
 MO0051* NAD 83(1986)-  41 14 19.     (N)    104 08 18.     (W)     SCALED    
 MO0051* NAVD 88     -      1561.120  (meters)    5121.77   (feet)  ADJUSTED  
 MO0051  ___________________________________________________________________
 MO0051  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 MO0051  DYNAMIC HT  -        1559.894 (meters)    5117.75  (feet)  COMP
 MO0051  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 MO0051
 MO0051  VERT ORDER  -  SECOND    CLASS 0
 MO0051
 MO0051.The horizontal coordinates were scaled from a topographic map and have
 MO0051.an estimated accuracy of +/- 6 seconds.
 MO0051
 MO0051.The orthometric height was determined by differential leveling
 MO0051.and adjusted by the National Geodetic Survey in June 1991..
 MO0051
 MO0051.The geoid height was determined by GEOID03.
 MO0051
 MO0051.The dynamic height is computed by dividing the NAVD 88
 MO0051.geopotential number by the normal gravity value computed on the
 MO0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0051.degrees latitude (g = 980.6199 gals.).
 MO0051
 MO0051.The modeled gravity was interpolated from observed gravity values.
 MO0051
 MO0051;                    North         East    Units  Estimated Accuracy
 MO0051;SPC WY E     -    82,530.      286,200.      MT  (+/- 180 meters Scaled)
 MO0051
 MO0051                          SUPERSEDED SURVEY CONTROL
 MO0051
 MO0051  NGVD 29 (??/??/92) 1560.270  (m)         5118.99   (f) ADJ UNCH    2 0
 MO0051
 MO0051.Superseded values are not recommended for survey control.
 MO0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0051.See file dsdata.txt to determine how the superseded data were derived.
 MO0051
 MO0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF722656(NAD 83)
 MO0051_MARKER: DB = BENCH MARK DISK
 MO0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0051_STAMPING: G 96 1934
 MO0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0051+STABILITY: SURFACE MOTION
 MO0051
 MO0051  HISTORY     - Date     Condition        Report By
 MO0051  HISTORY     - 1934     MONUMENTED       CGS
 MO0051
 MO0051                          STATION DESCRIPTION
 MO0051
 MO0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0051'5.8 MI S FROM LINDBERG.
 MO0051'5.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0051'AT LINDBERGH, 145 FEET SOUTH OF THE SOUTH RAIL, 36 FEET EAST
 MO0051'OF THE CENTERLINE OF A ROAD, 3 FEET EAST OF A NORTH-AND-SOUTH
 MO0051'FENCE, AND 2.5 FEET NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD
 MO0051'DISK, STAMPED G 96 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0179 ***********************************************************************
 PX0179  DESIGNATION -  GAGING STATION
 PX0179  PID         -  PX0179
 PX0179  STATE/COUNTY-  WY/PARK
 PX0179  USGS QUAD   -  CHAPMAN BENCH (1987)
 PX0179
 PX0179                         *CURRENT SURVEY CONTROL
 PX0179  ___________________________________________________________________
 PX0179* NAD 83(1986)-  44 51 09.     (N)    109 10 18.     (W)     SCALED    
 PX0179* NAVD 88     -      1290.199  (meters)    4232.93   (feet)  ADJUSTED  
 PX0179  ___________________________________________________________________
 PX0179  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 PX0179  DYNAMIC HT  -        1289.619 (meters)    4231.02  (feet)  COMP
 PX0179  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 PX0179
 PX0179  VERT ORDER  -  SECOND    CLASS 0
 PX0179
 PX0179.The horizontal coordinates were scaled from a topographic map and have
 PX0179.an estimated accuracy of +/- 6 seconds.
 PX0179
 PX0179.The orthometric height was determined by differential leveling
 PX0179.and adjusted by the National Geodetic Survey in June 1991..
 PX0179
 PX0179.The geoid height was determined by GEOID03.
 PX0179
 PX0179.The dynamic height is computed by dividing the NAVD 88
 PX0179.geopotential number by the normal gravity value computed on the
 PX0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0179.degrees latitude (g = 980.6199 gals.).
 PX0179
 PX0179.The modeled gravity was interpolated from observed gravity values.
 PX0179
 PX0179;                    North         East    Units  Estimated Accuracy
 PX0179;SPC WYWC     -   483,560.      566,670.      MT  (+/- 180 meters Scaled)
 PX0179
 PX0179                          SUPERSEDED SURVEY CONTROL
 PX0179
 PX0179  NGVD 29 (??/??/92) 1289.149  (m)         4229.48   (f) ADJ UNCH    2 0
 PX0179
 PX0179.Superseded values are not recommended for survey control.
 PX0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0179.See file dsdata.txt to determine how the superseded data were derived.
 PX0179
 PX0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ444681(NAD 83)
 PX0179_MARKER: Z = SEE DESCRIPTION
 PX0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0179_SP_SET: CONCRETE BLOCK
 PX0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0179
 PX0179  HISTORY     - Date     Condition        Report By
 PX0179  HISTORY     - UNK      MONUMENTED       USGS
 PX0179  HISTORY     - 1964     GOOD             NGS
 PX0179
 PX0179                          STATION DESCRIPTION
 PX0179
 PX0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PX0179'27.8 MI NW FROM CODY.
 PX0179'27.8 MILES NORTHWEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE
 PX0179'POST OFFICE AT CODY, PARK COUNTY.  NOTE-- B.M. IN PARK CO. 27.8 MILES
 PX0179'NORTH OF CODY.  100 FT. SOUTHWEST OF SOUTHWEST CORNER OF BRIDGE OVER
 PX0179'LARGE STREAM, 80 FT. WEST OF CENTER LINE OF ROAD AND 60 FT. SOUTH OF
 PX0179'RIVER BANK - CONCRETE BLOCK WITH BRASSCAP. - U.S. GEOLOGICAL SURVEY
 PX0179'GAGING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0183 ***********************************************************************
 OV0183  DESIGNATION -  GAGING STATION
 OV0183  PID         -  OV0183
 OV0183  STATE/COUNTY-  WY/FREMONT
 OV0183  USGS QUAD   -  LYSITE (1952)
 OV0183
 OV0183                         *CURRENT SURVEY CONTROL
 OV0183  ___________________________________________________________________
 OV0183* NAD 83(1986)-  43 17 07.     (N)    107 37 54.     (W)     SCALED    
 OV0183* NAVD 88     -      1646.068  (meters)    5400.47   (feet)  ADJUSTED  
 OV0183  ___________________________________________________________________
 OV0183  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 OV0183  DYNAMIC HT  -        1644.992 (meters)    5396.94  (feet)  COMP
 OV0183  MODELED GRAV-     979,908.8   (mgal)                       NAVD 88
 OV0183
 OV0183  VERT ORDER  -  SECOND    CLASS 0
 OV0183
 OV0183.The horizontal coordinates were scaled from a topographic map and have
 OV0183.an estimated accuracy of +/- 6 seconds.
 OV0183
 OV0183.The orthometric height was determined by differential leveling
 OV0183.and adjusted by the National Geodetic Survey in June 1991..
 OV0183
 OV0183.The geoid height was determined by GEOID03.
 OV0183
 OV0183.The dynamic height is computed by dividing the NAVD 88
 OV0183.geopotential number by the normal gravity value computed on the
 OV0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0183.degrees latitude (g = 980.6199 gals.).
 OV0183
 OV0183.The modeled gravity was interpolated from observed gravity values.
 OV0183
 OV0183;                    North         East    Units  Estimated Accuracy
 OV0183;SPC WYWC     -   309,950.      690,760.      MT  (+/- 180 meters Scaled)
 OV0183
 OV0183                          SUPERSEDED SURVEY CONTROL
 OV0183
 OV0183  NGVD 29 (??/??/92) 1645.037  (m)         5397.09   (f) ADJ UNCH    2 0
 OV0183
 OV0183.Superseded values are not recommended for survey control.
 OV0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0183.See file dsdata.txt to determine how the superseded data were derived.
 OV0183
 OV0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH864958(NAD 83)
 OV0183_MARKER: DD = SURVEY DISK
 OV0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0183_SP_SET: ABUTMENT
 OV0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0183
 OV0183  HISTORY     - Date     Condition        Report By
 OV0183  HISTORY     - UNK      MONUMENTED       USGS
 OV0183  HISTORY     - 1966     GOOD             NGS
 OV0183
 OV0183                          STATION DESCRIPTION
 OV0183
 OV0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0183'3.6 MI NE FROM LYSITE.
 OV0183'3.45 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0183'AND QUINCY RAILROAD STATION AT LYSITE, THENCE 0.15 MILE SOUTHEAST
 OV0183'ALONG A GRAVELED ROAD, AT LOST CABIN, ON THE PROPERTY OF R. W. SPRATT
 OV0183'AND SONS, NEAR THE ENTRANCE TO LOST CABIN LANDING FIELD, IN THE TOP OF
 OV0183'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A CONCRETE
 OV0183'BRIDGE, 10 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.8 FOOT
 OV0183'SOUTHWEST OF THE SOUTHWEST FACE OF THE SOUTHWEST CONCRETE GUARDRAIL,
 OV0183'AND ABOUT 0.5 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0074 ***********************************************************************
 PX0074  DESIGNATION -  GAGING STATION
 PX0074  PID         -  PX0074
 PX0074  STATE/COUNTY-  WY/PARK
 PX0074  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0074
 PX0074                         *CURRENT SURVEY CONTROL
 PX0074  ___________________________________________________________________
 PX0074* NAD 83(1986)-  44 09 31.     (N)    108 52 20.     (W)     SCALED    
 PX0074* NAVD 88     -      1749.916  (meters)    5741.18   (feet)  ADJUSTED  
 PX0074  ___________________________________________________________________
 PX0074  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 PX0074  DYNAMIC HT  -        1748.923 (meters)    5737.92  (feet)  COMP
 PX0074  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 PX0074
 PX0074  VERT ORDER  -  SECOND    CLASS 0
 PX0074
 PX0074.The horizontal coordinates were scaled from a topographic map and have
 PX0074.an estimated accuracy of +/- 6 seconds.
 PX0074
 PX0074.The orthometric height was determined by differential leveling
 PX0074.and adjusted by the National Geodetic Survey in June 1991..
 PX0074.WARNING-Repeat measurements at this control monument indicate possible
 PX0074.vertical movement.
 PX0074
 PX0074.The geoid height was determined by GEOID03.
 PX0074
 PX0074.The dynamic height is computed by dividing the NAVD 88
 PX0074.geopotential number by the normal gravity value computed on the
 PX0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0074.degrees latitude (g = 980.6199 gals.).
 PX0074
 PX0074.The modeled gravity was interpolated from observed gravity values.
 PX0074
 PX0074;                    North         East    Units  Estimated Accuracy
 PX0074;SPC WYWC     -   406,380.      590,220.      MT  (+/- 180 meters Scaled)
 PX0074
 PX0074                          SUPERSEDED SURVEY CONTROL
 PX0074
 PX0074  NGVD 29 (??/??/92) 1748.832  (m)         5737.63   (f) ADJ UNCH    2 0
 PX0074
 PX0074.Superseded values are not recommended for survey control.
 PX0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0074.See file dsdata.txt to determine how the superseded data were derived.
 PX0074
 PX0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP701916(NAD 83)
 PX0074_MARKER: DD = SURVEY DISK
 PX0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0074+STABILITY: SURFACE MOTION
 PX0074
 PX0074  HISTORY     - Date     Condition        Report By
 PX0074  HISTORY     - UNK      MONUMENTED       USGS
 PX0074  HISTORY     - 1934     GOOD             NGS
 PX0074
 PX0074                          STATION DESCRIPTION
 PX0074
 PX0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0074'IN MEETEETSE.
 PX0074'AT MEETEETSE, PARK COUNTY, ON STATE HIGHWAY 120, 54 FEET NORTHWEST OF
 PX0074'THE NORTH END OF THE BRIDGE OVER GREYBULL RIVER, 49 FEET NORTHWEST OF
 PX0074'THE GAGING-STATION BUILDING, 43 FEET EAST OF THE CENTER LINE OF THE
 PX0074'HIGHWAY, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 PX0074'GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 PX0074'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0101 ***********************************************************************
 MR0101  DESIGNATION -  GAGING STATION RM
 MR0101  PID         -  MR0101
 MR0101  STATE/COUNTY-  WY/SWEETWATER
 MR0101  USGS QUAD   -  BURNTFORK (1980)
 MR0101
 MR0101                         *CURRENT SURVEY CONTROL
 MR0101  ___________________________________________________________________
 MR0101* NAD 83(1986)-  41 01 44.     (N)    110 00 17.     (W)     SCALED    
 MR0101* NAVD 88     -      2166.144  (meters)    7106.76   (feet)  ADJUSTED  
 MR0101  ___________________________________________________________________
 MR0101  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MR0101  DYNAMIC HT  -        2164.087 (meters)    7100.01  (feet)  COMP
 MR0101  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 MR0101
 MR0101  VERT ORDER  -  SECOND    CLASS 0
 MR0101
 MR0101.The horizontal coordinates were scaled from a topographic map and have
 MR0101.an estimated accuracy of +/- 6 seconds.
 MR0101
 MR0101.The orthometric height was determined by differential leveling
 MR0101.and adjusted by the National Geodetic Survey in June 1991..
 MR0101
 MR0101.The geoid height was determined by GEOID03.
 MR0101
 MR0101.The dynamic height is computed by dividing the NAVD 88
 MR0101.geopotential number by the normal gravity value computed on the
 MR0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0101.degrees latitude (g = 980.6199 gals.).
 MR0101
 MR0101.The modeled gravity was interpolated from observed gravity values.
 MR0101
 MR0101;                    North         East    Units  Estimated Accuracy
 MR0101;SPC WYWC     -    59,490.      494,490.      MT  (+/- 180 meters Scaled)
 MR0101
 MR0101                          SUPERSEDED SURVEY CONTROL
 MR0101
 MR0101  NGVD 29 (??/??/92) 2164.760  (m)         7102.22   (f) ADJ UNCH    2 0
 MR0101
 MR0101.Superseded values are not recommended for survey control.
 MR0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0101.See file dsdata.txt to determine how the superseded data were derived.
 MR0101
 MR0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL836424(NAD 83)
 MR0101_MARKER: DD = SURVEY DISK
 MR0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0101+STABILITY: SURFACE MOTION
 MR0101
 MR0101  HISTORY     - Date     Condition        Report By
 MR0101  HISTORY     - UNK      MONUMENTED       USGS
 MR0101  HISTORY     - 1934     GOOD             NGS
 MR0101
 MR0101                          STATION DESCRIPTION
 MR0101
 MR0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MR0101'IN BURNTFORK.
 MR0101'AT BURNTFORK, SWEETWATER COUNTY, 63 FEET SOUTHEAST OF A STREAM-FLOW
 MR0101'MEASURING STATION, 39 FEET SOUTHEAST OF THE MIDDLE OF A BRIDGE OVER
 MR0101'BURNTFORK CREEK, 14 FEET EAST OF THE EDGE OF THE CREEK, 30 FEET SOUTH
 MR0101'OF THE CENTER LINE OF THE ROAD, AND 1 FOOT NORTH OF A FENCE.  A UNITED
 MR0101'STATES GEOLOGICAL SURVEY STANDARD REFERENCE-MARK DISK, SET IN THE TOP
 MR0101'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0741 ***********************************************************************
 MR0741  DESIGNATION -  GAL
 MR0741  PID         -  MR0741
 MR0741  STATE/COUNTY-  WY/SWEETWATER
 MR0741  USGS QUAD   -  FONTENELLE (1969)
 MR0741
 MR0741                         *CURRENT SURVEY CONTROL
 MR0741  ___________________________________________________________________
 MR0741* NAD 83(1993)-  41 59 21.70158(N)    110 00 48.97981(W)     ADJUSTED  
 MR0741* NAVD 88     -      2011.1    (meters)    6598.     (feet)  VERTCON   
 MR0741  ___________________________________________________________________
 MR0741  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 MR0741  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MR0741
 MR0741  HORZ ORDER  -  THIRD
 MR0741
 MR0741.The horizontal coordinates were established by classical geodetic methods
 MR0741.and adjusted by the National Geodetic Survey in January 1997..
 MR0741
 MR0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0741
 MR0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0741
 MR0741.The geoid height was determined by GEOID03.
 MR0741
 MR0741;                    North         East     Units Scale Factor Converg.
 MR0741;SPC WYWC     -   166,168.601   495,297.523   MT  1.00007235   -0 50 43.5
 MR0741;UTM  12      - 4,649,065.584   581,704.883   MT  0.99968214   +0 39 35.7
 MR0741
 MR0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0741!SPC WYWC     -   0.99968692  x   1.00007235  =   0.99975925
 MR0741!UTM  12      -   0.99968692  x   0.99968214  =   0.99936916
 MR0741
 MR0741:                Primary Azimuth Mark                     Grid Az
 MR0741:SPC WYWC     -  FONTENELLE                               277 34 37.8
 MR0741:UTM  12      -  FONTENELLE                               276 04 18.6
 MR0741
 MR0741|---------------------------------------------------------------------|
 MR0741| PID    Reference Object                     Distance      Geod. Az  |
 MR0741|                                                           dddmmss.s |
 MR0741| MR0747 FONTENELLE                          APPROX. 9.5 KM 2764354.3 |
 MR0741|---------------------------------------------------------------------|
 MR0741
 MR0741                          SUPERSEDED SURVEY CONTROL
 MR0741
 MR0741  NAD 83(1986)-  41 59 21.69334(N)    110 00 48.97585(W) AD(       ) 3
 MR0741  NAD 27      -  41 59 21.87492(N)    110 00 46.41798(W) AD(       ) 3
 MR0741  NGVD 29 (07/19/86) 2009.8    (m)         6594.     (f) VERT ANG       
 MR0741
 MR0741.Superseded values are not recommended for survey control.
 MR0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0741.See file dsdata.txt to determine how the superseded data were derived.
 MR0741
 MR0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM8170549066(NAD 83)
 MR0741
 MR0741  HISTORY     - Date     Condition        Report By
 MR0741  HISTORY     - 1946     MONUMENTED       BOR
 MR0741  HISTORY     - 1968     GOOD             USGS
 MR0741
 MR0741                          STATION DESCRIPTION
 MR0741
 MR0741'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MR0741'RECOVERED AND DESCRIBED AS FOLLOWS
 MR0741'
 MR0741'STATION LOCATED ABOUT 3.5 MI. (AIRLINE) NE. OF FONTENELLE, WYOMING,
 MR0741'ON PROMINENT RIDGE N. OF GREEN RIVER.
 MR0741'
 MR0741'TO REACH STATION FROM POST OFFICE AND GAS STATION AT FONTENELLE,
 MR0741'---FONTENELLE STATION---, LINCOLN COUNTY, GO NE. ALONG FARSON CUTOFF
 MR0741'RD. 3.0 MI. TO REVERSE Y-JUNCTION ON TOP OF RIDGE.  TURN LEFT (W.)
 MR0741'0.25 MI. ALONG TRACK RD. AND STATION ON LEFT.
 MR0741'
 MR0741'STATION IS ABOUT 150 FT. S. OF RD. ON SMALL HILL OVERLOOKING GREEN
 MR0741'RIVER.
 MR0741'
 MR0741'STATION MARK--A 1.5 IN. IRON PIPE PROJECTING 1.0 FT. ABOVE GROUND,
 MR0741'WITH BOR  BRASS CAP, STAMPED ---GAL 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0431 ***********************************************************************
 NR0431  DESIGNATION -  GALE
 NR0431  PID         -  NR0431
 NR0431  STATE/COUNTY-  WY/CARBON
 NR0431  USGS QUAD   -  BUZZARD RANCH (1981)
 NR0431
 NR0431                         *CURRENT SURVEY CONTROL
 NR0431  ___________________________________________________________________
 NR0431* NAD 83(1993)-  42 21 22.74515(N)    107 05 13.39328(W)     ADJUSTED  
 NR0431* NAVD 88     -      1995.7    (meters)    6548.     (feet)  VERTCON   
 NR0431  ___________________________________________________________________
 NR0431  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 NR0431  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 NR0431
 NR0431  HORZ ORDER  -  THIRD
 NR0431  VERT ORDER  -  THIRD ? (See Below)
 NR0431
 NR0431.The horizontal coordinates were established by classical geodetic methods
 NR0431.and adjusted by the National Geodetic Survey in January 1997..
 NR0431
 NR0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0431.The vertical order pertains to the NGVD 29 superseded value.
 NR0431
 NR0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0431
 NR0431.The geoid height was determined by GEOID03.
 NR0431
 NR0431;                    North         East     Units Scale Factor Converg.
 NR0431;SPC WYEC     -   306,183.276   420,288.966   MT  0.99994256   +0 09 57.3
 NR0431;UTM  13      - 4,691,448.653   328,119.223   MT  0.99996350   -1 24 23.3
 NR0431
 NR0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0431!SPC WYEC     -   0.99968907  x   0.99994256  =   0.99963165
 NR0431!UTM  13      -   0.99968907  x   0.99996350  =   0.99965259
 NR0431
 NR0431:                Primary Azimuth Mark                     Grid Az
 NR0431:SPC WYEC     -  BUZZARD                                  069 09 18.3
 NR0431:UTM  13      -  BUZZARD                                  070 43 38.9
 NR0431
 NR0431|---------------------------------------------------------------------|
 NR0431| PID    Reference Object                     Distance      Geod. Az  |
 NR0431|                                                           dddmmss.s |
 NR0431| NR0429 BUZZARD                             APPROX. 5.9 KM 0691915.6 |
 NR0431|---------------------------------------------------------------------|
 NR0431
 NR0431                          SUPERSEDED SURVEY CONTROL
 NR0431
 NR0431  NAD 83(1986)-  42 21 22.73201(N)    107 05 13.38345(W) AD(       ) 3
 NR0431  NAD 27      -  42 21 22.88529(N)    107 05 11.19176(W) AD(       ) 3
 NR0431  NGVD 29 (07/19/86) 1994.7    (m)         6544.     (f) LEVELING    3  
 NR0431
 NR0431.Superseded values are not recommended for survey control.
 NR0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0431.See file dsdata.txt to determine how the superseded data were derived.
 NR0431
 NR0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2811991449(NAD 83)
 NR0431_MARKER: DD = SURVEY DISK
 NR0431_SETTING: 0 = UNSPECIFIED SETTING
 NR0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0431
 NR0431  HISTORY     - Date     Condition        Report By
 NR0431  HISTORY     - 1948     MONUMENTED       USGS
 NR0431
 NR0431                          STATION DESCRIPTION
 NR0431
 NR0431'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0431'STATION LOCATED ABOUT 18 MI. E. OF MUDDY GAP, ABOUT 6 MI. SW. OF
 NR0431'SINCLAIR OIL CO. PUMP STATION NO. 8.
 NR0431'
 NR0431'TO REACH FROM ALCOVA POST OFFICE, GO W. ON STATE HIGHWAY 220 FOR 21.6
 NR0431'MI. TO T-RD. E. TO BUZZARD RANCH (2.7 MI. NE. OF INDEPENDENCE ROCK),
 NR0431'TURN E. AND FOLLOW GRADED RD. 3.0 MI. TO BRIDGE OVER SWEETWATER RIVER,
 NR0431'CONTINUE GENERALLY SE. ON GRADED RD. 6.2 MI. TO SINCLAIR OIL CO. PUMP
 NR0431'STATION NO. 8 BIG STORAGE TANK, CONTINUE S. 3.3 MI. ALONG MAIN
 NR0431'TRAVELED RD. TO RD. FORK ABOUT 400 FT. E. OF CORNER OF SECTIONS 13,
 NR0431'18, 19, AND 24, T 28 N, R 85-86 W.  TAKE RIGHT FORK AND CONTINUE S.
 NR0431'AND SW. 2.8 MI. TO TOP OF FLAT TOP RIDGE, TURN W. AND LEAVE RD. 0.1
 NR0431'MI. TO STATION ON W. SIDE OF RIDGE.
 NR0431'
 NR0431'STATION MARK--STANDARD TABLET STAMPED ---GALE 1948--- AND SET IN TOP
 NR0431'OF CONCRETE POST.
 NR0431'
 NR0431'REFERENCE MARK NO. 1--STANDARD TABLET SET IN TOP OF CONCRETE POST,
 NR0431'STAMPED ---GALE NO. 1 1948--- AND BEING 76.73 FT. S. OF STATION MARK,
 NR0431'N 11 DEG 46 MIN W.
 NR0431'
 NR0431'REFERENCE MARK NO. 2--STANDARD TABLET SET IN TOP OF CONCRETE POST,
 NR0431'STAMPED ---GALE NO. 2 1948--- AND BEING 122.74 FT. E. OF STATION MARK,
 NR0431'S 89 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1268 ***********************************************************************
 MO1268  DESIGNATION -  GALE RM 1
 MO1268  PID         -  MO1268
 MO1268  STATE/COUNTY-  WY/ALBANY
 MO1268  USGS QUAD   -  BEST RANCH (1978)
 MO1268
 MO1268                         *CURRENT SURVEY CONTROL
 MO1268  ___________________________________________________________________
 MO1268* NAD 83(1993)-  41 02 41.50646(N)    105 35 25.39713(W)     ADJUSTED  
 MO1268* NAVD 88     -      2645.     (meters)    8678.     (feet)  SCALED    
 MO1268  ___________________________________________________________________
 MO1268  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 MO1268  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 MO1268
 MO1268  HORZ ORDER  -  SECOND
 MO1268
 MO1268.The horizontal coordinates were established by classical geodetic methods
 MO1268.and adjusted by the National Geodetic Survey in January 1997..
 MO1268
 MO1268.The orthometric height was scaled from a topographic map.
 MO1268
 MO1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1268
 MO1268.The geoid height was determined by GEOID03.
 MO1268
 MO1268;                    North         East     Units Scale Factor Converg.
 MO1268;SPC WY E     -    60,589.476   164,376.484   MT  0.99995311   -0 16 41.7
 MO1268;SPC CO N     -   494,848.729   906,801.768   MT  1.00005291   -0 03 30.2
 MO1268;SPC CO N     - 1,623,516.21  2,975,065.47   sFT  1.00005291   -0 03 30.2
 MO1268;UTM  13      - 4,543,905.160   450,381.017   MT  0.99963030   -0 23 15.7
 MO1268
 MO1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1268!SPC WY E     -   0.99958706  x   0.99995311  =   0.99954019
 MO1268!SPC CO N     -   0.99958706  x   1.00005291  =   0.99963995
 MO1268!UTM  13      -   0.99958706  x   0.99963030  =   0.99921751
 MO1268
 MO1268                          SUPERSEDED SURVEY CONTROL
 MO1268
 MO1268  NAD 83(1993)-  41 02 41.49683(N)    105 35 25.39337(W) AD(       ) 2
 MO1268  NAD 83(1986)-  41 02 41.49576(N)    105 35 25.39346(W) AD(       ) 2
 MO1268  NAD 27      -  41 02 41.56200(N)    105 35 23.42000(W) AD(       ) 2
 MO1268
 MO1268.Superseded values are not recommended for survey control.
 MO1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1268.See file dsdata.txt to determine how the superseded data were derived.
 MO1268
 MO1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5038143905(NAD 83)
 MO1268_MARKER: DD = SURVEY DISK
 MO1268_SETTING: 66 = SET IN ROCK OUTCROP
 MO1268_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MO1268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1268+STABILITY: POSITION/ELEVATION WELL
 MO1268
 MO1268  HISTORY     - Date     Condition        Report By
 MO1268  HISTORY     - 1948     MONUMENTED       USGS
 MO1268
 MO1268                          STATION DESCRIPTION
 MO1268
 MO1268'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MO1268'STATION LOCATED ON PROMINENT, ROCKY PEAK NEAR THE NORTH END OF
 MO1268'BOULDER RIDGE, ABOUT 18 MILES AIRLINE SOUTH OF LARAMIE, 9 MILES
 MO1268'AIRLINE SOUTHWEST OF THE SIDING.
 MO1268'
 MO1268'TO REACH FROM POST OFFICE IN LARAMIE, GO WEST FOR 1 BLOCK.  TURN
 MO1268'LEFT, SOUTH, AND FOLLOW U.S. HIGHWAY 287 FOR 17.65 MILES TO
 MO1268'CROSSROAD, JUST AFTER PASSING A TEXACO SERVICE STATION ON
 MO1268'RIGHT.  TURN RIGHT, ON DIRT ROAD AND GO SOUTHWESTERLY FOR 3.1
 MO1268'MILES TO FORK.  KEEP RIGHT FORK AND GO 1.65 MILE TO FORK AND
 MO1268'RANCH HOUSE.  KEEP RIGHT FORK AND GO 0.9
 MO1268'MILE TO TOP OF HILL.  TURN RIGHT, LEAVING ROAD AND GO NORTH
 MO1268'FOR 0.1 MILE TO END OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT
 MO1268'100 YARDS TO HIGHEST POINT AND STATION FALL.  A
 MO1268'5 MINUTE PACK.
 MO1268'
 MO1268'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MO1268'DISK, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 12
 MO1268'INCHES LOWER THAN STATION FALL, PROJECTS 3 FEET, AND STAMPED,
 MO1268'GALE NO 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1270 ***********************************************************************
 MO1270  DESIGNATION -  GALE RM 2
 MO1270  PID         -  MO1270
 MO1270  STATE/COUNTY-  WY/ALBANY
 MO1270  USGS QUAD   -  BEST RANCH (1978)
 MO1270
 MO1270                         *CURRENT SURVEY CONTROL
 MO1270  ___________________________________________________________________
 MO1270* NAD 83(1993)-  41 02 41.88325(N)    105 35 25.43145(W)     ADJUSTED  
 MO1270* NAVD 88     -      2645.     (meters)    8678.     (feet)  SCALED    
 MO1270  ___________________________________________________________________
 MO1270  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 MO1270  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 MO1270
 MO1270  HORZ ORDER  -  SECOND
 MO1270
 MO1270.The horizontal coordinates were established by classical geodetic methods
 MO1270.and adjusted by the National Geodetic Survey in January 1997..
 MO1270
 MO1270.The orthometric height was scaled from a topographic map.
 MO1270
 MO1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1270
 MO1270.The geoid height was determined by GEOID03.
 MO1270
 MO1270;                    North         East     Units Scale Factor Converg.
 MO1270;SPC WY E     -    60,601.103   164,375.739   MT  0.99995311   -0 16 41.7
 MO1270;SPC CO N     -   494,860.354   906,800.978   MT  1.00005294   -0 03 30.3
 MO1270;SPC CO N     - 1,623,554.34  2,975,062.88   sFT  1.00005294   -0 03 30.3
 MO1270;UTM  13      - 4,543,916.784   450,380.295   MT  0.99963030   -0 23 15.7
 MO1270
 MO1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1270!SPC WY E     -   0.99958706  x   0.99995311  =   0.99954019
 MO1270!SPC CO N     -   0.99958706  x   1.00005294  =   0.99963998
 MO1270!UTM  13      -   0.99958706  x   0.99963030  =   0.99921751
 MO1270
 MO1270                          SUPERSEDED SURVEY CONTROL
 MO1270
 MO1270  NAD 83(1993)-  41 02 41.87362(N)    105 35 25.42769(W) AD(       ) 2
 MO1270  NAD 83(1986)-  41 02 41.87254(N)    105 35 25.42778(W) AD(       ) 2
 MO1270  NAD 27      -  41 02 41.93900(N)    105 35 23.45400(W) AD(       ) 2
 MO1270
 MO1270.Superseded values are not recommended for survey control.
 MO1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1270.See file dsdata.txt to determine how the superseded data were derived.
 MO1270
 MO1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5038043917(NAD 83)
 MO1270_MARKER: DD = SURVEY DISK
 MO1270_SETTING: 66 = SET IN ROCK OUTCROP
 MO1270_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MO1270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1270+STABILITY: POSITION/ELEVATION WELL
 MO1270
 MO1270  HISTORY     - Date     Condition        Report By
 MO1270  HISTORY     - 1948     MONUMENTED       USGS
 MO1270
 MO1270                          STATION DESCRIPTION
 MO1270
 MO1270'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MO1270'STATION LOCATED ON PROMINENT, ROCKY PEAK NEAR THE NORTH END OF
 MO1270'BOULDER RIDGE, ABOUT 18 MILES AIRLINE SOUTH OF LARAMIE, 9 MILES
 MO1270'AIRLINE SOUTHWEST OF THE SIDING.
 MO1270'
 MO1270'TO REACH FROM POST OFFICE IN LARAMIE, GO WEST FOR 1 BLOCK.  TURN
 MO1270'LEFT, SOUTH, AND FOLLOW U.S. HIGHWAY 287 FOR 17.65 MILES TO
 MO1270'CROSSROAD, JUST AFTER PASSING A TEXACO SERVICE STATION ON
 MO1270'RIGHT.  TURN RIGHT, ON DIRT ROAD AND GO SOUTHWESTERLY FOR 3.1
 MO1270'MILES TO FORK.  KEEP RIGHT FORK AND GO 1.65 MILE TO FORK AND
 MO1270'RANCH HOUSE.  KEEP RIGHT FORK AND GO 0.9
 MO1270'MILE TO TOP OF HILL.  TURN RIGHT, LEAVING ROAD AND GO NORTH
 MO1270'FOR 0.1 MILE TO END OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT
 MO1270'100 YARDS TO HIGHEST POINT AND STATION FALL.  A
 MO1270'5 MINUTE PACK.
 MO1270'
 MO1270'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MO1270'DISK, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 6 FEET
 MO1270'LOWER THAN STATION FALL, PROJECTS 5 FEET, AND STAMPED, GALE NO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1229 ***********************************************************************
 PY1229  DESIGNATION -  GAME
 PY1229  PID         -  PY1229
 PY1229  STATE/COUNTY-  WY/TETON
 PY1229  USGS QUAD   -  MOUNT HANCOCK (1996)
 PY1229
 PY1229                         *CURRENT SURVEY CONTROL
 PY1229  ___________________________________________________________________
 PY1229* NAD 83(1993)-  44 07 57.53985(N)    110 22 35.88590(W)     ADJUSTED  
 PY1229* NAVD 88     -      3069.1    (meters)   10069.     (feet)  VERTCON   
 PY1229  ___________________________________________________________________
 PY1229  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 PY1229  GEOID HEIGHT-          -7.91  (meters)                     GEOID03
 PY1229
 PY1229  HORZ ORDER  -  THIRD
 PY1229
 PY1229.The horizontal coordinates were established by classical geodetic methods
 PY1229.and adjusted by the National Geodetic Survey in January 1997..
 PY1229
 PY1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1229
 PY1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1229
 PY1229.The geoid height was determined by GEOID03.
 PY1229
 PY1229;                    North         East     Units Scale Factor Converg.
 PY1229;SPC WY W     -   503,529.436   776,529.331   MT  0.99994427   -0 12 15.2
 PY1229;UTM  12      - 4,886,795.044   549,866.285   MT  0.99963058   +0 26 02.7
 PY1229
 PY1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1229!SPC WY W     -   0.99952022  x   0.99994427  =   0.99946452
 PY1229!UTM  12      -   0.99952022  x   0.99963058  =   0.99915098
 PY1229
 PY1229:                Primary Azimuth Mark                     Grid Az
 PY1229:SPC WY W     -  HANCOCK                                  307 47 54.0
 PY1229:UTM  12      -  HANCOCK                                  307 09 36.1
 PY1229
 PY1229|---------------------------------------------------------------------|
 PY1229| PID    Reference Object                     Distance      Geod. Az  |
 PY1229|                                                           dddmmss.s |
 PY1229| PY1231 HANCOCK                             APPROX. 4.1 KM 3073538.8 |
 PY1229|---------------------------------------------------------------------|
 PY1229
 PY1229                          SUPERSEDED SURVEY CONTROL
 PY1229
 PY1229  NAD 83(1993)-  44 07 57.53284(N)    110 22 35.88052(W) AD(       ) 3
 PY1229  NAD 83(1986)-  44 07 57.52973(N)    110 22 35.87193(W) AD(       ) 3
 PY1229  NAD 27      -  44 07 57.73311(N)    110 22 33.14672(W) AD(       ) 3
 PY1229  NGVD 29 (07/19/86) 3067.7    (m)        10065.     (f) VERT ANG       
 PY1229
 PY1229.Superseded values are not recommended for survey control.
 PY1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1229.See file dsdata.txt to determine how the superseded data were derived.
 PY1229
 PY1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP4986686795(NAD 83)
 PY1229_MARKER: DD = SURVEY DISK
 PY1229_SETTING: 66 = SET IN ROCK OUTCROP
 PY1229_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PY1229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1229+STABILITY: POSITION/ELEVATION WELL
 PY1229
 PY1229  HISTORY     - Date     Condition        Report By
 PY1229  HISTORY     - 1955     MONUMENTED       USGS
 PY1229
 PY1229                          STATION DESCRIPTION
 PY1229
 PY1229'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1229'STATION IS LOCATED JUST N. OF THE S. BOUNDARY OF YELLOWSTONE NATIONAL
 PY1229'PARK, ABOUT 14 MI. (AIRLINE) E. OF THE S. ENTRANCE TO YELLOWSTONE
 PY1229'NATIONAL PARK AND ABOUT 2 MI. SE. OF MT. HANCOCK, ON A SMALL TOP ON
 PY1229'BIG GAME RIDGE OVERLOOKING SNAKE RIVER VALLEY TO THE N.
 PY1229'
 PY1229'STATION MARK--DRILL HOLE IN SOLID ROCK, METAL BM MARK SCRIBED
 PY1229'---GAME 1955---, EMBEDDED IN ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0356 ***********************************************************************
 OW0356  DESIGNATION -  GANNETT PEAK CAIRN
 OW0356  PID         -  OW0356
 OW0356  STATE/COUNTY-  WY/SUBLETTE
 OW0356  USGS QUAD   -  GANNETT PEAK (1991)
 OW0356
 OW0356                         *CURRENT SURVEY CONTROL
 OW0356  ___________________________________________________________________
 OW0356* NAD 83(1993)-  43 11 03.12728(N)    109 39 15.24101(W)     ADJUSTED  
 OW0356* NAVD 88     -      4209.1    (meters)   13809.     (feet)  VERTCON   
 OW0356  ___________________________________________________________________
 OW0356  LAPLACE CORR-           8.46  (seconds)                    DEFLEC99
 OW0356  GEOID HEIGHT-          -7.57  (meters)                     GEOID03
 OW0356
 OW0356  HORZ ORDER  -  THIRD
 OW0356
 OW0356.The horizontal coordinates were established by classical geodetic methods
 OW0356.and adjusted by the National Geodetic Survey in January 1997..
 OW0356
 OW0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0356
 OW0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0356
 OW0356.The geoid height was determined by GEOID03.
 OW0356
 OW0356;                    North         East     Units Scale Factor Converg.
 OW0356;SPC WY W     -   398,205.727   834,882.346   MT  0.99995246   +0 17 37.2
 OW0356;SPC WYWC     -   298,513.301   526,492.947   MT  1.00000394   -0 37 07.8
 OW0356;UTM  12      - 4,782,149.485   609,363.615   MT  0.99974713   +0 55 15.8
 OW0356
 OW0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0356!SPC WY W     -   0.99934154  x   0.99995246  =   0.99929404
 OW0356!SPC WYWC     -   0.99934154  x   1.00000394  =   0.99934548
 OW0356!UTM  12      -   0.99934154  x   0.99974713  =   0.99908884
 OW0356
 OW0356                          SUPERSEDED SURVEY CONTROL
 OW0356
 OW0356  NAD 83(1986)-  43 11 03.11375(N)    109 39 15.23168(W) AD(       ) 4
 OW0356  NAD 27      -  43 11 03.29085(N)    109 39 12.69695(W) AD(       ) 3
 OW0356  NGVD 29 (07/19/86) 4207.4    (m)        13804.     (f) VERT ANG       
 OW0356
 OW0356.Superseded values are not recommended for survey control.
 OW0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0356.See file dsdata.txt to determine how the superseded data were derived.
 OW0356
 OW0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN0936482149(NAD 83)
 OW0356
 OW0356  HISTORY     - Date     Condition        Report By
 OW0356  HISTORY     - UNK      MONUMENTED
 OW0356  HISTORY     - 1968     GOOD             USGS
 OW0356
 OW0356                          STATION DESCRIPTION
 OW0356
 OW0356'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OW0356'INTERSECTED BY USGS IN 1968.  NOT OCCUPIED. LOCATED ON THE DIVIDE
 OW0356'BETWEEN SUBLETTE AND FREMONT COUNTIES.  IT IS PROBABLY THE HIGHEST
 OW0356'POINT IN THE WIND RIVER RANGE, AND PROBABLY THE HIGHEST MOUNTAIN PEAK
 OW0356'IN WYOMING.
 OW0356'
 OW0356'STATION MARK - A 5.0 FT. TALL ROCK CAIRN ON THE HIGHEST POINT OF THE
 OW0356'MOUNTAIN.
 OW0356'
 OW0356'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0498 ***********************************************************************
 NQ0498  DESIGNATION -  GAP
 NQ0498  PID         -  NQ0498
 NQ0498  STATE/COUNTY-  WY/PLATTE
 NQ0498  USGS QUAD   -  ANTELOPE GAP (1990)
 NQ0498
 NQ0498                         *CURRENT SURVEY CONTROL
 NQ0498  ___________________________________________________________________
 NQ0498* NAD 83(1993)-  42 01 55.37267(N)    104 48 16.09472(W)     ADJUSTED  
 NQ0498* NAVD 88     -      1584.     (meters)    5197.     (feet)  SCALED    
 NQ0498  ___________________________________________________________________
 NQ0498  LAPLACE CORR-          -8.87  (seconds)                    DEFLEC99
 NQ0498  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 NQ0498
 NQ0498  HORZ ORDER  -  SECOND
 NQ0498
 NQ0498.The horizontal coordinates were established by classical geodetic methods
 NQ0498.and adjusted by the National Geodetic Survey in January 1997..
 NQ0498
 NQ0498.The orthometric height was scaled from a topographic map.
 NQ0498
 NQ0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0498
 NQ0498.The geoid height was determined by GEOID03.
 NQ0498
 NQ0498;                    North         East     Units Scale Factor Converg.
 NQ0498;SPC WY E     -   170,200.647   229,991.292   MT  0.99994856   +0 14 33.0
 NQ0498;UTM  13      - 4,653,352.974   516,185.142   MT  0.99960322   +0 07 51.3
 NQ0498
 NQ0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0498!SPC WY E     -   0.99975400  x   0.99994856  =   0.99970257
 NQ0498!UTM  13      -   0.99975400  x   0.99960322  =   0.99935731
 NQ0498
 NQ0498:                Primary Azimuth Mark                     Grid Az
 NQ0498:SPC WY E     -  ANTELOPE GAP FAA MICROWAVE MST           092 10 21.0
 NQ0498:UTM  13      -  ANTELOPE GAP FAA MICROWAVE MST           092 17 02.7
 NQ0498
 NQ0498|---------------------------------------------------------------------|
 NQ0498| PID    Reference Object                     Distance      Geod. Az  |
 NQ0498|                                                           dddmmss.s |
 NQ0498| NQ0491 ANTELOPE GAP FAA MICROWAVE MST      APPROX. 5.0 KM 0922454.0 |
 NQ0498| CQ3804 GAP RM 1                              7.957 METERS 17951     |
 NQ0498| CQ3803 3T798                                              2414817.4 |
 NQ0498| NQ0502 WHEATLAND MUNICIPAL TANK            APPROX.12.8 KM 2764124.4 |
 NQ0498| NQ0499 AIRPORT BEACON PFIFER FIELD         APPROX.11.4 KM 2820308.8 |
 NQ0498| CQ3805 GAP RM 2                             14.816 METERS 33218     |
 NQ0498|---------------------------------------------------------------------|
 NQ0498
 NQ0498                          SUPERSEDED SURVEY CONTROL
 NQ0498
 NQ0498  NAD 83(1986)-  42 01 55.35354(N)    104 48 16.09150(W) AD(       ) 2
 NQ0498  NAD 27      -  42 01 55.46510(N)    104 48 14.20720(W) AD(       ) 2
 NQ0498
 NQ0498.Superseded values are not recommended for survey control.
 NQ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0498.See file dsdata.txt to determine how the superseded data were derived.
 NQ0498
 NQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG1618553353(NAD 83)
 NQ0498_MARKER: DD = SURVEY DISK
 NQ0498_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0498
 NQ0498  HISTORY     - Date     Condition        Report By
 NQ0498  HISTORY     - 1963     MONUMENTED       USGS
 NQ0498
 NQ0498                          STATION DESCRIPTION
 NQ0498
 NQ0498'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (BMK)
 NQ0498'THE STATION IS LOCATED ON A HIGH MESA ABOUT 8-1/4 MILES EAST
 NQ0498'AND 2 MILES NORTH OF WHEATLAND, ON PROPERTY OWNED BY MR. TONY
 NQ0498'WEBER.  IN THE SW 1/4 OF SECTION 20, T23N R66W.
 NQ0498'
 NQ0498'TO REACH FROM THE BURLINGTON RAILROAD DEPOT IN WHEATLAND, GO
 NQ0498'EAST ON THE ANTELOPE GAP ROAD FOR 7.5 MILES TO A FORK AND THE
 NQ0498'AZIMUTH MARK STRAIGHT AHEAD IN THE CENTER OF THE Y-FORK.
 NQ0498'KEEP LEFT AND CONTINUE EAST ON AN OILED ROAD FOR 0.45 MILE
 NQ0498'TO A GATE ON THE LEFT, TURN LEFT AND PASS THROUGH THE GATE
 NQ0498'AND GO NORTHEAST UPHILL FOR 0.25 MILE TO A SADDLE AND A
 NQ0498'TRACK ROAD LEADING NORTH TO THE TOP OF THE MESA, TURN LEFT AND
 NQ0498'GO NORTH ON THE TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE
 NQ0498'MESA, TURN LEFT AND GO WEST ACROSS THE TOP OF THE MESA FOR
 NQ0498'0.25 MILE TO THE WEST EDGE OF THE MESA AND STATION.
 NQ0498'
 NQ0498'THE STATION MARK IS A USGS STATION DISK STAMPED GAP 1947,
 NQ0498'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 NQ0498'WITH THE SURFACE.  IT IS 29 FEET NORTH OF THE SOUTH EDGE
 NQ0498'OF A BLUFF AND 20.5 EAST OF A WITNESS POST.
 NQ0498'
 NQ0498'REFERENCE MARK 1 IS A USGS REFERENCE DISK STAMPED GAP NO 1,
 NQ0498'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 NQ0498'WITH THE SURFACE.  IT IS 35.3 FEET SOUTH-SOUTHEAST OF THE
 NQ0498'WITNESS POST AND 3 FEET NORTH OF THE SOUTH EDGE OF THE BLUFF.
 NQ0498'
 NQ0498'REFERENCE MARK 2 IS A USGS REFERENCE DISK STAMPED GAP NO 2,
 NQ0498'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 NQ0498'FLUSH WITH THE SURFACE.  IT IS 40.7 FEET NORTH OF THE WITNESS
 NQ0498'POST AND 1 FOOT SOUTH OF THE NORTH EDGE OF THE BLUFF.
 NQ0498'
 NQ0498'THE AZIMUTH MARK IS A WYOMING STATE HIGHWAY RIGHT-OF-WAY
 NQ0498'MARKER STAMPED 3T798 EL. 5951.65, SET IN THE TOP OF A 6-INCH
 NQ0498'SQUARE CONCRETE MONUMENT PROJECTING 8-INCHES.  IT IS 33 FEET
 NQ0498'EAST OF A TELEPHONE POLE NUMBER 150, 75 FEET SOUTH OF THE
 NQ0498'CENTER LINE OF AN OILED ROAD AND 1.6 FEET NORTHWEST OF A
 NQ0498'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0409 ***********************************************************************
 OW0409  DESIGNATION -  GAPMO 1
 OW0409  PID         -  OW0409
 OW0409  STATE/COUNTY-  WY/WASHAKIE
 OW0409  USGS QUAD   -  CHIMNEY GULCH (1985)
 OW0409
 OW0409                         *CURRENT SURVEY CONTROL
 OW0409  ___________________________________________________________________
 OW0409* NAD 83(1993)-  43 59 58.62079(N)    108 07 54.72971(W)     ADJUSTED  
 OW0409* NAVD 88     -      1384.6    (meters)    4543.     (feet)  VERTCON   
 OW0409  ___________________________________________________________________
 OW0409  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 OW0409  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 OW0409
 OW0409  HORZ ORDER  -  THIRD
 OW0409
 OW0409.The horizontal coordinates were established by classical geodetic methods
 OW0409.and adjusted by the National Geodetic Survey in January 1997..
 OW0409
 OW0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0409
 OW0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0409
 OW0409.The geoid height was determined by GEOID03.
 OW0409
 OW0409;                    North         East     Units Scale Factor Converg.
 OW0409;SPC WYEC     -   489,016.784   335,955.980   MT  0.99998793   -0 33 17.0
 OW0409;UTM  12      - 4,875,830.130   729,954.793   MT  1.00025042   +1 59 35.6
 OW0409
 OW0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0409!SPC WYEC     -   0.99978503  x   0.99998793  =   0.99977296
 OW0409!UTM  12      -   0.99978503  x   1.00025042  =   1.00003539
 OW0409
 OW0409:                Primary Azimuth Mark                     Grid Az
 OW0409:SPC WYEC     -  DIVIDE                                   075 41 29.1
 OW0409:UTM  12      -  DIVIDE                                   073 08 36.5
 OW0409
 OW0409|---------------------------------------------------------------------|
 OW0409| PID    Reference Object                     Distance      Geod. Az  |
 OW0409|                                                           dddmmss.s |
 OW0409| PX0509 DIVIDE                              APPROX. 3.5 KM 0750812.1 |
 OW0409|---------------------------------------------------------------------|
 OW0409
 OW0409                          SUPERSEDED SURVEY CONTROL
 OW0409
 OW0409  NAD 83(1986)-  43 59 58.61436(N)    108 07 54.72781(W) AD(       ) 3
 OW0409  NGVD 29 (11/06/89) 1383.8    (m)         4540.     (f) VERT ANG       
 OW0409
 OW0409.Superseded values are not recommended for survey control.
 OW0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0409.See file dsdata.txt to determine how the superseded data were derived.
 OW0409
 OW0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2995575830(NAD 83)
 OW0409_MARKER: DS = TRIANGULATION STATION DISK
 OW0409_SETTING: 0 = UNSPECIFIED SETTING
 OW0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0409
 OW0409  HISTORY     - Date     Condition        Report By
 OW0409  HISTORY     - 1948     MONUMENTED       USGS
 OW0409
 OW0409                          STATION DESCRIPTION
 OW0409
 OW0409'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0409'STATION LOCATED ABOUT 8.0 MI. W. OF WORLAND, WYOMING, ON RIDGE
 OW0409'SEPARATING GOOSEBERRY CREEK AND FIFTEENMILE CREEK.
 OW0409'
 OW0409'TO REACH STATION FROM POST OFFICE IN WORLAND, WYOMING, PROCEED
 OW0409'SOUTHWESTERLY ALONG U.S. HIGHWAY 20 FOR 9.0 MI. TO FORKS, THENCE
 OW0409'RIGHT ALONG OIL RD. UP GOOSEBERRY CREEK 8.3 MI. TO GRADED RD. RIGHT
 OW0409'DUE E., THENCE RIGHT ALONG GRADED RD. 2.2 MI. TO SHARP CURVE RIGHT.
 OW0409'STATION LIES ABOUT 50 FT. SW. OF POINT OF CURVE.
 OW0409'
 OW0409'STATION MARK--STANDARD STATION TABLET SET IN 6 X 6 IN. CONCRETE POST
 OW0409'PROJECTING 4 IN. ABOVE THE GROUND, STAMPED---GAPMO-1 1948 4540---.
 OW0409'
 OW0409'REFERENCE MARK NO. 1--A 1 IN. PIPE PROJECTING 2 IN. ABOVE THE GROUND,
 OW0409'94.5 FT. FROM STATION N 36 DEGREES 35 MINUTES, NE.
 OW0409'
 OW0409'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN SANDSTONE
 OW0409'OUTCROP, 141.6 FT. FROM STATION N 28 DEGREES 13 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1155 ***********************************************************************
 MO1155  DESIGNATION -  GARD
 MO1155  PID         -  MO1155
 MO1155  STATE/COUNTY-  WY/PLATTE
 MO1155  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO1155
 MO1155                         *CURRENT SURVEY CONTROL
 MO1155  ___________________________________________________________________
 MO1155* NAD 83(1993)-  41 39 32.13299(N)    104 45 36.92800(W)     ADJUSTED  
 MO1155* NAVD 88     -      1756.     (meters)    5761.     (feet)  SCALED    
 MO1155  ___________________________________________________________________
 MO1155  LAPLACE CORR-         -10.87  (seconds)                    DEFLEC99
 MO1155  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 MO1155
 MO1155  HORZ ORDER  -  SECOND
 MO1155
 MO1155.The horizontal coordinates were established by classical geodetic methods
 MO1155.and adjusted by the National Geodetic Survey in January 1997..
 MO1155
 MO1155.The orthometric height was scaled from a topographic map.
 MO1155
 MO1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1155
 MO1155.The geoid height was determined by GEOID03.
 MO1155
 MO1155;                    North         East     Units Scale Factor Converg.
 MO1155;SPC WY E     -   128,776.780   233,848.412   MT  0.99995159   +0 16 12.5
 MO1155;UTM  13      - 4,611,936.037   519,960.560   MT  0.99960490   +0 09 33.7
 MO1155
 MO1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1155!SPC WY E     -   0.99972711  x   0.99995159  =   0.99967871
 MO1155!UTM  13      -   0.99972711  x   0.99960490  =   0.99933211
 MO1155
 MO1155|---------------------------------------------------------------------|
 MO1155| PID    Reference Object                     Distance      Geod. Az  |
 MO1155|                                                           dddmmss.s |
 MO1155| CQ3807 GARD RM 1                            12.476 METERS 17811     |
 MO1155| MO1163 CHUGWATER FAA 3 MICROWAVE TWR       APPROX.10.5 KM 2655148.1 |
 MO1155| CQ3808 GARD RM 2                            11.251 METERS 27330     |
 MO1155| CQ3806 GARD AZ MK                                         2923318.2 |
 MO1155|---------------------------------------------------------------------|
 MO1155
 MO1155                          SUPERSEDED SURVEY CONTROL
 MO1155
 MO1155  NAD 83(1986)-  41 39 32.11709(N)    104 45 36.92646(W) AD(       ) 2
 MO1155  NAD 27      -  41 39 32.21020(N)    104 45 35.04370(W) AD(       ) 2
 MO1155
 MO1155.Superseded values are not recommended for survey control.
 MO1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1155.See file dsdata.txt to determine how the superseded data were derived.
 MO1155
 MO1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG1996111936(NAD 83)
 MO1155_MARKER: DS = TRIANGULATION STATION DISK
 MO1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1155
 MO1155  HISTORY     - Date     Condition        Report By
 MO1155  HISTORY     - 1963     MONUMENTED       CGS
 MO1155
 MO1155                          STATION DESCRIPTION
 MO1155
 MO1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1155'THE STATION IS ON A PROMINENT BUTTE, 7-1/4 MILES SOUTHEAST OF
 MO1155'CHUGWATER, 4-1/4 MILES EAST OF U.S. HIGHWAY 87, IN SECTION
 MO1155'34, T 20 N, R 66 W, AND ON PROPERTY OWNED BY MR. FRANCIS GARD.
 MO1155'
 MO1155'TO REACH THE STATION FROM THE POST OFFICE IN CHUGWATER, GO
 MO1155'SOUTH ON U.S. HIGHWAY 87 FOR 7.7 MILES TO A CROSSROAD AND THE
 MO1155'PLATTE-LARAMIE COUNTY LINE.  TURN LEFT AND GO EAST AND NORTH
 MO1155'ON A BLACKTOP ROAD FOR 3.85 MILES TO THE ENTRANCE TO A RESTRICTED
 MO1155'AREA ON THE RIGHT AND A DIRT ROAD STRAIGHT AHEAD.  TURN RIGHT
 MO1155'AND GO EAST FOR ABOUT 100 FEET TO A CATTLE GUARD AND THE AZIMUTH
 MO1155'MARK ON THE RIGHT.  TURN RIGHT, CROSS THE CATTLE GUARD, TURN
 MO1155'LEFT AND GO EAST ALONG THE SOUTH SIDE OF A FENCE FOR 0.7
 MO1155'MILE TO A WIRE GATE ON THE LEFT.  BEAR RIGHT AND GO SOUTHEAST
 MO1155'ALONG AN UNDERGROUND CABLE FOR 0.75 MILE TO A WIRE GATE.
 MO1155'PASS THROUGH THE GATE, BEAR LEFT AND GO SOUTHEAST FOR 0.2
 MO1155'MILE TO THE TOP OF THE HILL AND THE STATION.
 MO1155'
 MO1155'STATION MARKS ARE STANDARD DISKS STAMPED GARD 1963.  THE SURFACE
 MO1155'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO1155'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MO1155'44 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1155'
 MO1155'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GARD NO 1 1963,
 MO1155'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 MO1155'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ON THE SOUTH
 MO1155'SLOPE OF THE HILL AND ABOUT 10 FEET LOWER IN ELEVATION THAN
 MO1155'THE STATION.
 MO1155'
 MO1155'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GARD NO 2 1963,
 MO1155'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1155'THE GROUND.  IT IS AT THE WEST EDGE OF THE HILL AND AT THE
 MO1155'SAME ELEVATION AS THE STATION.
 MO1155'
 MO1155'AZIMUTH MARK, A STANDARD DISK STAMPED GARD 1963, IS SET IN A
 MO1155'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 50.5
 MO1155'FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD, 19 FEET EAST
 MO1155'OF THE CENTER OF THE CATTLE GUARD, 2 FEET EAST OF A METAL
 MO1155'WITNESS POST, AND 1 FOOT NORTH OF THE FENCE.
 MO1155'
 MO1155'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0414 ***********************************************************************
 NR0414  DESIGNATION -  GARFIELD
 NR0414  PID         -  NR0414
 NR0414  STATE/COUNTY-  WY/NATRONA
 NR0414  USGS QUAD   -  GARFIELD PEAK (1959)
 NR0414
 NR0414                         *CURRENT SURVEY CONTROL
 NR0414  ___________________________________________________________________
 NR0414* NAD 83(1993)-  42 46 56.86345(N)    107 15 52.86223(W)     ADJUSTED  
 NR0414* NAVD 88     -      2513.9    (meters)    8248.     (feet)  VERTCON   
 NR0414  ___________________________________________________________________
 NR0414  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 NR0414  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 NR0414
 NR0414  HORZ ORDER  -  THIRD
 NR0414
 NR0414.The horizontal coordinates were established by classical geodetic methods
 NR0414.and adjusted by the National Geodetic Survey in January 1997..
 NR0414
 NR0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0414
 NR0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0414
 NR0414.The geoid height was determined by GEOID03.
 NR0414
 NR0414;                    North         East     Units Scale Factor Converg.
 NR0414;SPC WYEC     -   353,491.151   405,617.093   MT  0.99993789   +0 02 47.9
 NR0414;UTM  13      - 4,739,145.330   314,755.670   MT  1.00002219   -1 32 19.1
 NR0414
 NR0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0414!SPC WYEC     -   0.99960785  x   0.99993789  =   0.99954576
 NR0414!UTM  13      -   0.99960785  x   1.00002219  =   0.99963003
 NR0414
 NR0414:                Primary Azimuth Mark                     Grid Az
 NR0414:SPC WYEC     -  GOAT                                     227 07 32.0
 NR0414:UTM  13      -  GOAT                                     228 42 39.0
 NR0414
 NR0414|---------------------------------------------------------------------|
 NR0414| PID    Reference Object                     Distance      Geod. Az  |
 NR0414|                                                           dddmmss.s |
 NR0414| NR0405 GOAT                                APPROX. 7.3 KM 2271019.9 |
 NR0414|---------------------------------------------------------------------|
 NR0414
 NR0414                          SUPERSEDED SURVEY CONTROL
 NR0414
 NR0414  NAD 83(1986)-  42 46 56.85622(N)    107 15 52.85736(W) AD(       ) 3
 NR0414  NAD 27      -  42 46 57.01348(N)    107 15 50.63347(W) AD(       ) 3
 NR0414  NGVD 29 (07/19/86) 2512.8    (m)         8244.     (f) VERT ANG       
 NR0414
 NR0414.Superseded values are not recommended for survey control.
 NR0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0414.See file dsdata.txt to determine how the superseded data were derived.
 NR0414
 NR0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH1475639145(NAD 83)
 NR0414
 NR0414  HISTORY     - Date     Condition        Report By
 NR0414  HISTORY     - 1950     MONUMENTED       USGS
 NR0414  HISTORY     - 1957     GOOD             USGS
 NR0414
 NR0414                          STATION DESCRIPTION
 NR0414
 NR0414'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0414'RECOVERED IN GOOD CONDITION.
 NR0414'
 NR0414'STATION IS LOCATED ABOUT 19 MI. S. AND 3 MI. W. OF WALTMAN, WYOMING,
 NR0414'ON SUMMIT OF GARFIELD PEAK.
 NR0414'
 NR0414'TO REACH FROM WALTMAN, PROCEED SOUTHWESTERLY ALONG DIRT RD. 1.1 MI. TO
 NR0414'FORKS, THENCE ALONG RIGHT FORKS 17.0 MI. TO FORKS NEAR S. END OF A
 NR0414'BRIDGE, THENCE ALONG LEFT FORK KEEPING TO RADARVILLE TO OIL CITY ROAD
 NR0414'FOR ABOUT 11 MI. TO PRIVATE RD. TO BELL RANCH, THENCE RIGHT 1.5 MI.
 NR0414'THROUGH THE RANCH YARD AND ONE MI. BEYOND UP DRAIN TO OLD CABIN AND
 NR0414'END OF TRUCK TRAVEL.  STATION LIES 0.50 MI. SW.  1-1/2 HR. BACKPACK
 NR0414'ON CONE SHAPED ROCKY PEAK THE HIGHEST POINT IN AREA.
 NR0414'
 NR0414'STATION MARK--A STANDARD TABLET CEMENTED IN ROCK OUTCROP AND STAMPED
 NR0414'---GARFIELD 1950---.
 NR0414'
 NR0414'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET CEMENTED IN LARGE
 NR0414'BOULDER, 15 FT. LOWER THAN STATION AND STAMPED ---GARFIELD NO. 1
 NR0414'1950---, DISTANT 47.45 FT. (SLOPE DISTANCE), N 57 DEG 47 MIN E,
 NR0414'FROM STATION.
 NR0414'
 NR0414'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET CEMENTED IN ROCK
 NR0414'OUTCROP AND STAMPED ---GARFIELD NO. 2 1950---, (SLOPE DISTANCE) 30.70
 NR0414'FT., N 33 DEG 33 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0626 ***********************************************************************
 NQ0626  DESIGNATION -  GARRETT
 NQ0626  PID         -  NQ0626
 NQ0626  STATE/COUNTY-  WY/ALBANY
 NQ0626  USGS QUAD   -  COW CREEK MOUNTAIN (1992)
 NQ0626
 NQ0626                         *CURRENT SURVEY CONTROL
 NQ0626  ___________________________________________________________________
 NQ0626* NAD 83(1993)-  42 09 57.28856(N)    105 36 32.70168(W)     ADJUSTED  
 NQ0626* NAVD 88     -      2551.6    (meters)    8371.     (feet)  VERTCON   
 NQ0626  ___________________________________________________________________
 NQ0626  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 NQ0626  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 NQ0626
 NQ0626  HORZ ORDER  -  SECOND
 NQ0626
 NQ0626.The horizontal coordinates were established by classical geodetic methods
 NQ0626.and adjusted by the National Geodetic Survey in January 1997..
 NQ0626
 NQ0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0626
 NQ0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0626
 NQ0626.The geoid height was determined by GEOID03.
 NQ0626
 NQ0626;                    North         East     Units Scale Factor Converg.
 NQ0626;SPC WY E     -   185,100.133   163,443.023   MT  0.99995394   -0 17 49.2
 NQ0626;UTM  13      - 4,668,377.194   449,688.279   MT  0.99963115   -0 24 31.9
 NQ0626
 NQ0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0626!SPC WY E     -   0.99960176  x   0.99995394  =   0.99955572
 NQ0626!UTM  13      -   0.99960176  x   0.99963115  =   0.99923305
 NQ0626
 NQ0626|---------------------------------------------------------------------|
 NQ0626| PID    Reference Object                     Distance      Geod. Az  |
 NQ0626|                                                           dddmmss.s |
 NQ0626| CQ3810 GARRETT RM 1                          5.377 METERS 11322     |
 NQ0626| CQ3809 GARRETT AZ MK                                      1213506.9 |
 NQ0626| CQ3811 GARRETT RM 2                          7.083 METERS 19507     |
 NQ0626|---------------------------------------------------------------------|
 NQ0626
 NQ0626                          SUPERSEDED SURVEY CONTROL
 NQ0626
 NQ0626  NAD 83(1986)-  42 09 57.27246(N)    105 36 32.69330(W) AD(       ) 2
 NQ0626  NAD 27      -  42 09 57.38700(N)    105 36 30.70800(W) AD(       ) 2
 NQ0626  NGVD 29 (07/19/86) 2550.6    (m)         8368.     (f) VERT ANG       
 NQ0626
 NQ0626.Superseded values are not recommended for survey control.
 NQ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0626.See file dsdata.txt to determine how the superseded data were derived.
 NQ0626
 NQ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4968868377(NAD 83)
 NQ0626_MARKER: DS = TRIANGULATION STATION DISK
 NQ0626_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0626
 NQ0626  HISTORY     - Date     Condition        Report By
 NQ0626  HISTORY     - 1948     MONUMENTED       CGS
 NQ0626
 NQ0626                          STATION DESCRIPTION
 NQ0626
 NQ0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0626'STATION IS LOCATED IN T. 26 N., R. 73 W., SEC. 33, ABOUT 4.5
 NQ0626'MILES AIRLINE NORTH OF GARRETT POST OFFICE, ON A RED GRANITE
 NQ0626'PEAK NEAR THE WEST END OF A LONG RIDGE EXTENDING NORTHEAST AND
 NQ0626'SOUTHWEST AND IS HIGHEST IN NEAR VICINITY, (THERE ARE HIGHER
 NQ0626'PEAKS ABOUT 3 MILES TO THE NORTHEAST) SET FLUSH, AND STAMPED,
 NQ0626'GARRETT 1948.
 NQ0626'
 NQ0626'REFERENCE MARK NO. 1 IS ABOUT 4 FEET LOWER THAN STATION, SET
 NQ0626'FLUSH, AND STAMPED, GARRETT NO 1 1948.
 NQ0626'
 NQ0626'REFERENCE MARK NO. 2 IS ABOUT 5 FEET LOWER THAN STATION,
 NQ0626'SET FLUSH, AND STAMPED, GARRETT NO 2 1948.
 NQ0626'
 NQ0626'AZIMUTH MARK IS LOCATED 10 PACES NORTH OF TRACK ROAD, 6 FEET
 NQ0626'WEST OF WHITE WITNESS POST, PROJECTS 4 INCHES, AND STAMPED,
 NQ0626'GARRETT 1948.
 NQ0626'
 NQ0626'TO REACH FROM GARRETT POST OFFICE, GO SOUTH FOR 0.5 MILE TO
 NQ0626'T INTERSECTION.  TURN RIGHT AND GO 0.5 MILE TO FORK.  TAKE RIGHT
 NQ0626'FORK AND GO 0.9 MILE TO FORK.  TAKE RIGHT FORK AND GO 1.4 MILE
 NQ0626'TO DIM FORK.  TAKE LEFT FORK AND GO 0.65 MILE TO GATE.  PASS
 NQ0626'THROUGH AND CONTINUE FOR 0.65 MILE TO ANOTHER GATE.  PASS
 NQ0626'THROUGH AND CONTINUE FOR 0.4 MILE TO ANOTHER GATE.  PASS THROUGH
 NQ0626'AND LEAVE ROAD, GOING TO LEFT ALONG EAST SIDE OF FENCE FOR
 NQ0626'0.2 MILE TO FENCE CORNER.  BEAR RIGHT FOR 0.1 MILE TO TRACK
 NQ0626'ROAD.  TURN LEFT ONTO TRACK ROAD AND GO 0.1 MILE TO AZIMUTH MARK
 NQ0626'ON RIGHT AS DESCRIBED ABOVE.  CONTINUE ON ROAD FOR 0.15
 NQ0626'MILE TO GATE.  PASS THROUGH AND CONTINUE ON ROAD FOR 0.4
 NQ0626'MILE TO OLD SHACK AND END OF TRUCK TRAVEL.  WITH FOUR WHEEL
 NQ0626'DRIVE VEHICLE, DRIVE UP SMALL DRAW ON RIGHT TO SMALL SPRING.
 NQ0626'GO UP STEEP SLOPE ON LEFT, THENCE PICK WAY IN WESTERLY
 NQ0626'DIRECTION TOWARD STATION TO RIM ROCK AND END OF TRUCK
 NQ0626'TRAVEL (ABOUT A TOTAL OF 1.0 MILE TRAVEL FROM SHACK).
 NQ0626'PACK WEST OVER RIM ROCK, DOWN ACROSS DRAW AND THEN WEST TO
 NQ0626'HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A 20
 NQ0626'MINUTE PACK WITH FOUR WHEEL DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0503 ***********************************************************************
 NR0503  DESIGNATION -  GAS
 NR0503  PID         -  NR0503
 NR0503  STATE/COUNTY-  WY/FREMONT
 NR0503  USGS QUAD   -  RONGIS RESERVOIR (1952)
 NR0503
 NR0503                         *CURRENT SURVEY CONTROL
 NR0503  ___________________________________________________________________
 NR0503* NAD 83(1993)-  42 51 36.91738(N)    107 53 46.36981(W)     ADJUSTED  
 NR0503* NAVD 88     -      1869.9    (meters)    6135.     (feet)  VERTCON   
 NR0503  ___________________________________________________________________
 NR0503  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 NR0503  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 NR0503
 NR0503  HORZ ORDER  -  THIRD
 NR0503
 NR0503.The horizontal coordinates were established by classical geodetic methods
 NR0503.and adjusted by the National Geodetic Survey in January 1997..
 NR0503
 NR0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0503
 NR0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0503
 NR0503.The geoid height was determined by GEOID03.
 NR0503
 NR0503;                    North         East     Units Scale Factor Converg.
 NR0503;SPC WYWC     -   262,483.887   669,771.951   MT  0.99999737   +0 34 50.8
 NR0503;UTM  13      - 4,749,366.054   263,392.431   MT  1.00028878   -1 58 15.4
 NR0503
 NR0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0503!SPC WYWC     -   0.99970893  x   0.99999737  =   0.99970630
 NR0503!UTM  13      -   0.99970893  x   1.00028878  =   0.99999763
 NR0503
 NR0503:                Primary Azimuth Mark                     Grid Az
 NR0503:SPC WYWC     -  SINCLAIR                                 065 33 09.6
 NR0503:UTM  13      -  SINCLAIR                                 068 06 15.8
 NR0503
 NR0503|---------------------------------------------------------------------|
 NR0503| PID    Reference Object                     Distance      Geod. Az  |
 NR0503|                                                           dddmmss.s |
 NR0503| NR0500 SINCLAIR                            APPROX. 7.5 KM 0660800.4 |
 NR0503|---------------------------------------------------------------------|
 NR0503
 NR0503                          SUPERSEDED SURVEY CONTROL
 NR0503
 NR0503  NAD 83(1986)-  42 51 36.90479(N)    107 53 46.37355(W) AD(       ) 3
 NR0503  NAD 27      -  42 51 37.05644(N)    107 53 44.07741(W) AD(       ) 3
 NR0503  NGVD 29 (07/19/86) 1868.9    (m)         6132.     (f) VERT ANG       
 NR0503
 NR0503.Superseded values are not recommended for survey control.
 NR0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0503.See file dsdata.txt to determine how the superseded data were derived.
 NR0503
 NR0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH6339249366(NAD 83)
 NR0503_MARKER: DD = SURVEY DISK
 NR0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0503+STABILITY: SURFACE MOTION
 NR0503
 NR0503  HISTORY     - Date     Condition        Report By
 NR0503  HISTORY     - 1950     MONUMENTED       USGS
 NR0503
 NR0503                          STATION DESCRIPTION
 NR0503
 NR0503'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0503'STATION IS LOCATED ABOUT 26.0 MI. SE. OF SHOSHONI AND ABOUT 26.0
 NR0503'MI. E-SE. OF RIVERTON, ON A LOW SAGE AND GRASS COVERED RIDGE JUST
 NR0503'W. OF SINCLAIR OIL CO. PUMPING STATION.  IN SE. 1/4 SEC. 6, T 33 N,
 NR0503'R 92 W.
 NR0503'
 NR0503'TO REACH FROM RIVERTON POST OFFICE, FOLLOW MAIN STREET W. TO JUNCTION
 NR0503'OF U.S. 26 AND U.S. 320, TURN RIGHT AND FOLLOW MAIN RD. TO LANDER FOR
 NR0503'1.0 MI., TURN LEFT ON GRAVEL RD. AFTER CROSSING BRIDGE OVER WIND RIVER
 NR0503'AND PROCEED SE. FOR 1.3 MI. TO T-RD. E. (MUSKRAT RD.), TURN LEFT AND
 NR0503'FOLLOW MAIN GRADED RD. TO INDIAN RESERVATION FENCE, 11.4 MI., DRIVE
 NR0503'E. ON MAIN RD. FOR 5.5 MI. TO T-RD. S., CONTINUE ON MAIN RD. TO FORKS,
 NR0503'3.1 MI., TAKE RIGHT FORK FOR 2.3 MI. TO BRIDGE AND CONTINUE ON FOR 7.6
 NR0503'MI. TO RD. FORKS, TAKE RIGHT FORK, THENCE 3.2 MI. TO RD. FORKS, TAKE
 NR0503'RIGHT FORK PAST GAS PUMPING STATION AND BUILDINGS AND GO 0.4 MI. TO
 NR0503'FORKS, TAKE RIGHT FORK UP HILL FOR 1.5 MI. TO BULLDOZED TRAIL TO RIGHT
 NR0503'(W.), TURN RIGHT DOWN HILL AND UP NEXT HILL FOR 1.4 MI. TO CREST,
 NR0503'TURN RIGHT ALONG CREST ON DIM TRAIL AND FOLLOW RIDGE FOR 0.8 MI. TO
 NR0503'STATION, 50 FT. DUE W. OF TRAIL.
 NR0503'
 NR0503'STATION MARK--STANDARD TABLET SET IN 6 IN. X 6 IN. CONCRETE POST AND
 NR0503'PROJECTING 6 IN. ABOVE SURFACE AND STAMPED ---GAS 1950 VABM 6131---.
 NR0503'
 NR0503'REFERENCE MARK NO. 1--STANDARD TABLET IN 6 IN. X 6 IN. CONCRETE POST
 NR0503'AND PROJECTING 6 IN. ABOVE SURFACE.  DISTANCE IS 27.80 FT. N.,
 NR0503'S 03 DEG 58 MIN E.
 NR0503'
 NR0503'REFERENCE MARK NO. 2--STANDARD TABLET IN 6 IN. X 6 IN. CONCRETE POST
 NR0503'AND PROJECTING 6 IN. ABOVE SURFACE.  DISTANCE IS 31.25 FT. SW.,
 NR0503'N 81 DEG 16 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0152 ***********************************************************************
 NS0152  DESIGNATION -  GAS
 NS0152  PID         -  NS0152
 NS0152  STATE/COUNTY-  WY/FREMONT
 NS0152  USGS QUAD   -  SAND DRAW (1978)
 NS0152
 NS0152                         *CURRENT SURVEY CONTROL
 NS0152  ___________________________________________________________________
 NS0152* NAD 83(1993)-  42 46 52.85906(N)    108 07 45.14171(W)     ADJUSTED  
 NS0152* NAVD 88     -      2054.     (meters)    6739.     (feet)  SCALED    
 NS0152  ___________________________________________________________________
 NS0152  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 NS0152  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 NS0152
 NS0152  HORZ ORDER  -  THIRD
 NS0152
 NS0152.The horizontal coordinates were established by classical geodetic methods
 NS0152.and adjusted by the National Geodetic Survey in January 1997..
 NS0152
 NS0152.The orthometric height was scaled from a topographic map.
 NS0152
 NS0152.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0152
 NS0152.The geoid height was determined by GEOID03.
 NS0152
 NS0152;                    North         East     Units Scale Factor Converg.
 NS0152;SPC WYWC     -   253,552.217   650,796.165   MT  0.99996923   +0 25 18.0
 NS0152;UTM  12      - 4,740,532.047   734,829.433   MT  1.00027848   +1 57 02.7
 NS0152
 NS0152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0152!SPC WYWC     -   0.99968003  x   0.99996923  =   0.99964927
 NS0152!UTM  12      -   0.99968003  x   1.00027848  =   0.99995842
 NS0152
 NS0152:                Primary Azimuth Mark                     Grid Az
 NS0152:SPC WYWC     -  ASBELL                                   139 52 43.1
 NS0152:UTM  12      -  ASBELL                                   138 20 58.4
 NS0152
 NS0152|---------------------------------------------------------------------|
 NS0152| PID    Reference Object                     Distance      Geod. Az  |
 NS0152|                                                           dddmmss.s |
 NS0152| NS0147 ASBELL                              APPROX. 1.8 KM 1401801.1 |
 NS0152| NS0153 SANDRAW OIL STACK                   APPROX. 4.8 KM 2423541.7 |
 NS0152|---------------------------------------------------------------------|
 NS0152
 NS0152                          SUPERSEDED SURVEY CONTROL
 NS0152
 NS0152  NAD 83(1986)-  42 46 52.84420(N)    108 07 45.14507(W) AD(       ) 3
 NS0152  NAD 27      -  42 46 52.97968(N)    108 07 42.80268(W) AD(       ) 3
 NS0152
 NS0152.Superseded values are not recommended for survey control.
 NS0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0152.See file dsdata.txt to determine how the superseded data were derived.
 NS0152
 NS0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3482940532(NAD 83)
 NS0152_MARKER: DD = SURVEY DISK
 NS0152_SETTING: 66 = SET IN ROCK OUTCROP
 NS0152_SP_SET: SET IN ROCK OUTCROP
 NS0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0152+STABILITY: POSITION/ELEVATION WELL
 NS0152
 NS0152  HISTORY     - Date     Condition        Report By
 NS0152  HISTORY     - 1951     MONUMENTED       USGS
 NS0152
 NS0152                          STATION DESCRIPTION
 NS0152
 NS0152'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0152'TO REACH FROM SANDRAW, WYOMING, FREMONT COUNTY, P.O. FROM SANDRAW
 NS0152'REFINERY ACROSS FROM POST OFFICE FOLLOW MAIN TRAVELED RD. ALONG
 NS0152'TELEPHONE AND GAS PIPE LINE EMT FOR 3.3 MI. TO T-RD. AND STATION SITE.
 NS0152'STATION IS LOCATED ON SMALL SHARP, ROCKY TOP 134 FT. W. OF T-RD.
 NS0152'
 NS0152'STATION MARK - A STANDARD BRONZE TABLET CEMENTED IN ROCK AND STAMPED
 NS0152'---WR-GAS 1951---.
 NS0152'
 NS0152'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1112 ***********************************************************************
 MO1112  DESIGNATION -  GASSETT
 MO1112  PID         -  MO1112
 MO1112  STATE/COUNTY-  WY/LARAMIE
 MO1112  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO1112
 MO1112                         *CURRENT SURVEY CONTROL
 MO1112  ___________________________________________________________________
 MO1112* NAD 83(1993)-  41 12 22.85024(N)    104 54 57.94736(W)     ADJUSTED  
 MO1112* NAVD 88     -      1971.     (meters)    6467.     (feet)  SCALED    
 MO1112  ___________________________________________________________________
 MO1112  LAPLACE CORR-         -12.08  (seconds)                    DEFLEC99
 MO1112  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 MO1112
 MO1112  HORZ ORDER  -  THIRD
 MO1112
 MO1112.The horizontal coordinates were established by classical geodetic methods
 MO1112.and adjusted by the National Geodetic Survey in January 1997..
 MO1112
 MO1112.The orthometric height was scaled from a topographic map.
 MO1112
 MO1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1112
 MO1112.The geoid height was determined by GEOID03.
 MO1112
 MO1112;                    North         East     Units Scale Factor Converg.
 MO1112;SPC WY E     -    78,465.993   221,014.579   MT  0.99994293   +0 09 54.2
 MO1112;UTM  13      - 4,561,667.373   507,034.361   MT  0.99960061   +0 03 19.0
 MO1112
 MO1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1112!SPC WY E     -   0.99969336  x   0.99994293  =   0.99963631
 MO1112!UTM  13      -   0.99969336  x   0.99960061  =   0.99929410
 MO1112
 MO1112:                Primary Azimuth Mark                     Grid Az
 MO1112:SPC WY E     -  P O                                      079 36 07.9
 MO1112:UTM  13      -  P O                                      079 42 43.1
 MO1112
 MO1112|---------------------------------------------------------------------|
 MO1112| PID    Reference Object                     Distance      Geod. Az  |
 MO1112|                                                           dddmmss.s |
 MO1112| MO1089 P O                                 APPROX. 4.8 KM 0794602.1 |
 MO1112|---------------------------------------------------------------------|
 MO1112
 MO1112                          SUPERSEDED SURVEY CONTROL
 MO1112
 MO1112  NAD 83(1986)-  41 12 22.83448(N)    104 54 57.94509(W) AD(       ) 3
 MO1112  NAD 27      -  41 12 22.90558(N)    104 54 56.05029(W) AD(       ) 3
 MO1112
 MO1112.Superseded values are not recommended for survey control.
 MO1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1112.See file dsdata.txt to determine how the superseded data were derived.
 MO1112
 MO1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0703461667(NAD 83)
 MO1112_MARKER: DD = SURVEY DISK
 MO1112_SETTING: 0 = UNSPECIFIED SETTING
 MO1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1112
 MO1112  HISTORY     - Date     Condition        Report By
 MO1112  HISTORY     - 1947     MONUMENTED       USGS
 MO1112  HISTORY     - 1960     GOOD             USGS
 MO1112
 MO1112                          STATION DESCRIPTION
 MO1112
 MO1112'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1112'STATION IS LOCATED ON THE HIGHEST POINT OF RIDGE, IN THE SW. 1/4 OF
 MO1112'SEC. 5, T 14 N, R 67 W.
 MO1112'
 MO1112'TO REACH FROM CHEYENNE POST OFFICE, GO 6.3 MI. N. ON U.S. HIGHWAYS 85
 MO1112'AND 87 TO T-RD., TURN LEFT (W.) AND GO 3.8 MI. TO CROSSROADS, PROCEED
 MO1112'1.2 MI. W. TO GATE ON LEFT.  GO THRU GATE AND PROCEED S. ALONG MAIN
 MO1112'TRAVELED RD. 0.7 MI. TO A POINT E. OF CATTLE PENS, TURN LEFT (E.) AND
 MO1112'PROCEED SSE. 0.5 MI. TO HIGHEST POINT OF RIDGE AND STATION.
 MO1112
 MO1112                          STATION RECOVERY (1960)
 MO1112
 MO1112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1112'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST AND STAMPED
 MO1112'---GASSETT 1947---.
 MO1112'
 MO1112'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---GASSETT
 MO1112'NO. 1---, SET IN CONCRETE POST, 50 FT. W. OF STATION.
 MO1112'
 MO1112'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---GASSETT
 MO1112'NO. 2---, SET IN CONCRETE POST, 66.62 FT. N. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0510 ***********************************************************************
 MQ0510  DESIGNATION -  GASSON ET
 MQ0510  PID         -  MQ0510
 MQ0510  STATE/COUNTY-  WY/SWEETWATER
 MQ0510  USGS QUAD   -  GASSON BRIDGE (1980)
 MQ0510
 MQ0510                         *CURRENT SURVEY CONTROL
 MQ0510  ___________________________________________________________________
 MQ0510* NAD 83(1993)-  41 59 35.01178(N)    109 38 07.71291(W)     ADJUSTED  
 MQ0510* NAVD 88     -      2010.4    (meters)    6596.     (feet)  VERTCON   
 MQ0510  ___________________________________________________________________
 MQ0510  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MQ0510  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MQ0510
 MQ0510  HORZ ORDER  -  THIRD
 MQ0510
 MQ0510.The horizontal coordinates were established by classical geodetic methods
 MQ0510.and adjusted by the National Geodetic Survey in January 1997..
 MQ0510
 MQ0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0510
 MQ0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0510
 MQ0510.The geoid height was determined by GEOID03.
 MQ0510
 MQ0510;                    North         East     Units Scale Factor Converg.
 MQ0510;SPC WYWC     -   166,186.093   526,633.956   MT  1.00000371   -0 35 32.8
 MQ0510;UTM  12      - 4,649,906.047   613,020.068   MT  0.99975718   +0 54 46.9
 MQ0510
 MQ0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0510!SPC WYWC     -   0.99968705  x   1.00000371  =   0.99969076
 MQ0510!UTM  12      -   0.99968705  x   0.99975718  =   0.99944431
 MQ0510
 MQ0510:                Primary Azimuth Mark                     Grid Az
 MQ0510:SPC WYWC     -  DUST ET                                  279 23 17.1
 MQ0510:UTM  12      -  DUST ET                                  277 52 57.4
 MQ0510
 MQ0510|---------------------------------------------------------------------|
 MQ0510| PID    Reference Object                     Distance      Geod. Az  |
 MQ0510|                                                           dddmmss.s |
 MQ0510| MQ0511 DUST ET                             APPROX. 4.4 KM 2784744.3 |
 MQ0510|---------------------------------------------------------------------|
 MQ0510
 MQ0510                          SUPERSEDED SURVEY CONTROL
 MQ0510
 MQ0510  NAD 83(1986)-  41 59 34.99574(N)    109 38 07.70694(W) AD(       ) 3
 MQ0510  NAD 27      -  41 59 35.15362(N)    109 38 05.19731(W) AD(       ) 3
 MQ0510  NGVD 29 (07/19/86) 2009.1    (m)         6592.     (f) VERT ANG       
 MQ0510
 MQ0510.Superseded values are not recommended for survey control.
 MQ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0510.See file dsdata.txt to determine how the superseded data were derived.
 MQ0510
 MQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM1302049906(NAD 83)
 MQ0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0510+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 MQ0510
 MQ0510  HISTORY     - Date     Condition        Report By
 MQ0510  HISTORY     - 1962     MONUMENTED       USGS
 MQ0510  HISTORY     - 1963     GOOD             USGS
 MQ0510  HISTORY     - 20040814 GOOD             INDIV
 MQ0510
 MQ0510                          STATION DESCRIPTION
 MQ0510
 MQ0510'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MQ0510'STATION IS LOCATED ABOUT 12.0 MI. (AIRLINE) SW. OF FARSON, WYOMING.
 MQ0510'
 MQ0510'TO REACH STATION FROM FARSON POST OFFICE, GO NNW. 1.1 MI. ALONG
 MQ0510'U.S. HIGHWAY 187 TO Y-JUNCTION WITH FARSON CUTOFF.  TURN LEFT (SW.)
 MQ0510'ALONG FARSON CUTOFF 13.6 MI. AND STATION ON RIGHT ON SMALL RISE 100
 MQ0510'FT. N. OF RD.
 MQ0510'
 MQ0510'RECOVERED.
 MQ0510'
 MQ0510'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST PROJECTING
 MQ0510'0.3 FT. ABOVE GROUND, STAMPED ---GASSON-ET 1962---.
 MQ0510
 MQ0510                          STATION RECOVERY (2004)
 MQ0510
 MQ0510'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (WHC)
 MQ0510'I OCCUPIED HORZ ORDER A STATION T 19 NEW (PID AJ1671) AND THIS POINT
 MQ0510'AND ALSO SET ADDITIONAL POINTS FOR A CLASSIC STATIC NETWORK. I HELD T
 MQ0510'19 NEW FIXED IN A MINIMALLY CONSTRAINED ADJUSTMENT. I FOUND THIS POINT
 MQ0510'DID NOT MATCH ITS PUBLISHED COORDINATES BY OVER 5 FEET. I CONFIRMED MY
 MQ0510'POSITION USING OPUS TO PROCESS THAT OCCUPATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7594 ***********************************************************************
 AJ7594  PACS        -  This is a Primary Airport Control Station.
 AJ7594  DESIGNATION -  GCC C
 AJ7594  PID         -  AJ7594
 AJ7594  STATE/COUNTY-  WY/CAMPBELL
 AJ7594  USGS QUAD   -  GILLETTE WEST (1971)
 AJ7594
 AJ7594                         *CURRENT SURVEY CONTROL
 AJ7594  ___________________________________________________________________
 AJ7594* NAD 83(1993)-  44 21 22.66454(N)    105 32 51.84027(W)     ADJUSTED  
 AJ7594* NAVD 88     -      1346.07   (meters)    4416.2    (feet)  GPS OBS   
 AJ7594  ___________________________________________________________________
 AJ7594  X           -  -1,224,636.485 (meters)                     COMP
 AJ7594  Y           -  -4,401,653.331 (meters)                     COMP
 AJ7594  Z           -   4,437,415.685 (meters)                     COMP
 AJ7594  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AJ7594  ELLIP HEIGHT-        1331.77  (meters)          (01/29/02) GPS OBS
 AJ7594  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 AJ7594
 AJ7594  HORZ ORDER  -  B
 AJ7594  ELLP ORDER  -  THIRD     CLASS I
 AJ7594
 AJ7594.This mark is at Gillette-Campbell County Airport (GCC)
 AJ7594
 AJ7594.The horizontal coordinates were established by GPS observations
 AJ7594.and adjusted by the National Geodetic Survey in January 2002..
 AJ7594
 AJ7594.The orthometric height was determined by GPS observations and a
 AJ7594.high-resolution geoid model.
 AJ7594
 AJ7594.GPS derived orthometric heights for airport stations designated as
 AJ7594.PACS or SACS are published to 2 decimal places.  This maintains
 AJ7594.centimeter relative accuracy between the PACS and SACS.  It does
 AJ7594.not indicate centimeter accuracy relative to other marks which are
 AJ7594.part of the NAVD 88 network.
 AJ7594
 AJ7594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7594
 AJ7594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7594
 AJ7594.The ellipsoidal height was determined by GPS observations
 AJ7594.and is referenced to NAD 83.
 AJ7594
 AJ7594.The geoid height was determined by GEOID03.
 AJ7594
 AJ7594;                    North         East     Units Scale Factor Converg.
 AJ7594;SPC WY E     -   428,407.527   169,621.478   MT  0.99994885   -0 15 59.1
 AJ7594;UTM  13      - 4,911,592.928   456,349.592   MT  0.99962343   -0 22 58.6
 AJ7594
 AJ7594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7594!SPC WY E     -   0.99979122  x   0.99994885  =   0.99974008
 AJ7594!UTM  13      -   0.99979122  x   0.99962343  =   0.99941473
 AJ7594
 AJ7594                          SUPERSEDED SURVEY CONTROL
 AJ7594
 AJ7594.No superseded survey control is available for this station.
 AJ7594
 AJ7594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK5635011593(NAD 83)
 AJ7594_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ7594_SETTING: 66 = SET IN ROCK OUTCROP
 AJ7594_STAMPING: GCC C 2001
 AJ7594_MARK LOGO: NGS   
 AJ7594_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ7594+STABILITY: POSITION/ELEVATION WELL
 AJ7594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7594+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 AJ7594
 AJ7594  HISTORY     - Date     Condition        Report By
 AJ7594  HISTORY     - 2001     MONUMENTED       NGS
 AJ7594  HISTORY     - 20020605 GOOD             NGS
 AJ7594
 AJ7594                          STATION DESCRIPTION
 AJ7594
 AJ7594'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AJ7594'THE STATION IS LOCATED ABOUT 5.3 KM NORTH-NORTHWEST OF GILLETTE
 AJ7594'AT THE GILLETTE - CAMPBELL COUNTY AIRPORT.  NEAR THE TOP OF A HILL
 AJ7594'WEST OF RUNWAY END 16, NEAR THE NORTH END OF A LARGE AREA OF
 AJ7594'ROCK OUTCROP.
 AJ7594' 
 AJ7594'OWNERSHIP--CAMPBELL COUNTY.  C/O AIRPORT MANAGER JAY LUNDELL
 AJ7594'2000 AIRPORT ROAD, SUITE 108 GILLETTE, WY.  82716  PHONE 307-686-1042
 AJ7594'OR FAX 307-686-1471 OR CELLULAR 307-680-7698  OPERATIONS SUPERVISOR
 AJ7594'IS VERN FUNDENBERGER 307-686-0612  PAGER 307-686-7879
 AJ7594' 
 AJ7594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND 16
 AJ7594'AND STATE HIGHWAY 59 ABOUT 8.0 KM NORTH-NORTHWEST OF GILLETTE,
 AJ7594'GO SOUTH FOR ABOUT 2.0 KM TO THE AIRPORT ENTRANCE ROAD ON THE
 AJ7594'RIGHT.  TURN RIGHT, WEST THEN NORTH THEN WEST FOR 0.6 KM TO A
 AJ7594'GATE STRAIGHT AHEAD AND THE AIRPORT TERMINAL ON THE LEFT.  PASS
 AJ7594'THROUGH THE GATE, WEST, FOR 0.32 KM CROSSING THE APRON TO THE
 AJ7594'INTERSECTION OF TAXIWAY B ON THE RIGHT.  TURN RIGHT, NORTHWEST
 AJ7594'FOR 0.48 KM ON TAXIWAY B CROSSING RUNWAY 3-21 TO THE JUNCTION OF
 AJ7594'TAXIWAY A.  BEAR RIGHT, NORTH, FOR 0.72 KM ON TAXIWAY A TURNING
 AJ7594'WEST AT THE END TO RUNWAY END 16.  CONTINUE WEST, FOR 0.32 KM
 AJ7594'CROSSING RUNWAY END 16 AND UP THE HILL TO THE NORTH END OF THE
 AJ7594'OUTCROP AND THE STATION.
 AJ7594' 
 AJ7594'THE DATUM POINT IS A PUNCH MARK IN THE TOP CENTER OF A STANDARD
 AJ7594'BRASS HORIZONTAL CONTROL DISK SET IN A 180 X 40 FOOT AREA OF ROCK
 AJ7594'OUTCROP.
 AJ7594' 
 AJ7594'STATION IS 37.5 M NORTHEAST OF THE EAST 1 OF 2 BRACED FENCE POSTS
 AJ7594'ON TOP OF THE HILL, ABOUT 24.4 M SOUTH OF THE EXTENDED RUNWAY END
 AJ7594'LINE, 11.6 M SOUTH OF THE NORTH EXPOSED PART OF THE ROCK, 2.6 M EAST
 AJ7594'OF THE WEST EXPOSED PART OF THE ROCK, 1.7 M WEST OF THE EAST FACE
 AJ7594'OF THE ROCK.  THE EAST SIDE OF THE ROCK IS PROJECTING ABOUT 1.2 M
 AJ7594'AND THE WEST SIDE IS LEVEL WITH THE GROUND SURFACE AND THE DISK IS
 AJ7594'RECESSED ABOUT 2-CM.  BY R.G. HAYES
 AJ7594' 
 AJ7594'NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION, (PACS).
 AJ7594'
 AJ7594
 AJ7594                          STATION RECOVERY (2002)
 AJ7594
 AJ7594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ED)
 AJ7594'RECOVERED AS DESCRIBED
 AJ7594'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7775 ***********************************************************************
 AJ7775  SACS        -  This is a Secondary Airport Control Station.
 AJ7775  DESIGNATION -  GCC D
 AJ7775  PID         -  AJ7775
 AJ7775  STATE/COUNTY-  WY/CAMPBELL
 AJ7775  USGS QUAD   -  GILLETTE WEST (1971)
 AJ7775
 AJ7775                         *CURRENT SURVEY CONTROL
 AJ7775  ___________________________________________________________________
 AJ7775* NAD 83(1993)-  44 21 05.92040(N)    105 32 29.25443(W)     ADJUSTED  
 AJ7775* NAVD 88     -      1318.55   (meters)    4325.9    (feet)  GPS OBS   
 AJ7775  ___________________________________________________________________
 AJ7775  X           -  -1,224,246.056 (meters)                     COMP
 AJ7775  Y           -  -4,402,116.616 (meters)                     COMP
 AJ7775  Z           -   4,437,026.817 (meters)                     COMP
 AJ7775  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AJ7775  ELLIP HEIGHT-        1304.25  (meters)          (01/29/02) GPS OBS
 AJ7775  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 AJ7775
 AJ7775  HORZ ORDER  -  FIRST
 AJ7775  ELLP ORDER  -  THIRD     CLASS I
 AJ7775
 AJ7775.This mark is at Gillette-Campbell County Airport (GCC)
 AJ7775
 AJ7775.The horizontal coordinates were established by GPS observations
 AJ7775.and adjusted by the National Geodetic Survey in January 2002..
 AJ7775
 AJ7775.The orthometric height was determined by GPS observations and a
 AJ7775.high-resolution geoid model.
 AJ7775
 AJ7775.GPS derived orthometric heights for airport stations designated as
 AJ7775.PACS or SACS are published to 2 decimal places.  This maintains
 AJ7775.centimeter relative accuracy between the PACS and SACS.  It does
 AJ7775.not indicate centimeter accuracy relative to other marks which are
 AJ7775.part of the NAVD 88 network.
 AJ7775
 AJ7775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7775
 AJ7775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7775
 AJ7775.The ellipsoidal height was determined by GPS observations
 AJ7775.and is referenced to NAD 83.
 AJ7775
 AJ7775.The geoid height was determined by GEOID03.
 AJ7775
 AJ7775;                    North         East     Units Scale Factor Converg.
 AJ7775;SPC WY E     -   427,888.420   170,119.263   MT  0.99994848   -0 15 43.2
 AJ7775;UTM  13      - 4,911,072.979   456,846.160   MT  0.99962290   -0 22 42.7
 AJ7775
 AJ7775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7775!SPC WY E     -   0.99979554  x   0.99994848  =   0.99974403
 AJ7775!UTM  13      -   0.99979554  x   0.99962290  =   0.99941851
 AJ7775
 AJ7775                          SUPERSEDED SURVEY CONTROL
 AJ7775
 AJ7775.No superseded survey control is available for this station.
 AJ7775
 AJ7775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK5684611073(NAD 83)
 AJ7775_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ7775_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ7775_SP_SET: CONCRETE DRAIN
 AJ7775_STAMPING: GCC D 2001
 AJ7775_MARK LOGO: NGS   
 AJ7775_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7775+STABILITY: SURFACE MOTION
 AJ7775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7775+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 AJ7775
 AJ7775  HISTORY     - Date     Condition        Report By
 AJ7775  HISTORY     - 2001     MONUMENTED       NGS
 AJ7775  HISTORY     - 20020605 GOOD             NGS
 AJ7775
 AJ7775                          STATION DESCRIPTION
 AJ7775
 AJ7775'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AJ7775'THE STATION IS LOCATED ABOUT 5.3 KM NORTH-NORTHWEST OF GILLETTE
 AJ7775'AT THE GILLETTE - CAMPBELL COUNTY AIRPORT.  NEAR THE SOUTH CENTER
 AJ7775'END OF THE GRASS MEDIAN BETWEEN RUNWAY 16 AND TAXIWAY A, JUST
 AJ7775'WEST OF TAXIWAY A AND JUST NORTHEAST OF TAXIWAY B.  IN TOP OF AND
 AJ7775'NEAR THE SOUTHEAST CORNER OF A 6X6X6 FOOT DEEP CONCRETE CATCH
 AJ7775'BASIN.
 AJ7775' 
 AJ7775'OWNERSHIP--CAMPBELL COUNTY.  C/O AIRPORT MANAGER JAY LUNDELL
 AJ7775'2000 AIRPORT ROAD, SUITE 108 GILLETTE, WY.  82716  PHONE 307-686-1042
 AJ7775'OR FAX 307-686-1471 OR CELLULAR 307-680-7698  OPERATIONS SUPERVISOR
 AJ7775'IS VERN FUNDENBERGER 307-686-0612  PAGER 307-686-7879
 AJ7775' 
 AJ7775'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND 16
 AJ7775'AND STATE HIGHWAY 59 ABOUT 8.0 KM NORTH-NORTHWEST OF GILLETTE,
 AJ7775'GO SOUTH FOR ABOUT 2.0 KM TO THE AIRPORT ENTRANCE ROAD ON THE
 AJ7775'RIGHT.  TURN RIGHT, WEST THEN NORTH THEN WEST FOR 0.6 KM TO A
 AJ7775'GATE STRAIGHT AHEAD AND THE AIRPORT TERMINAL ON THE LEFT.  PASS
 AJ7775'THROUGH THE GATE, WEST, FOR 0.32 KM CROSSING THE APRON TO THE
 AJ7775'INTERSECTION OF TAXIWAY B ON THE RIGHT.  TURN RIGHT, NORTHWEST
 AJ7775'FOR 0.48 KM ON TAXIWAY B CROSSING RUNWAY 3-21 TO THE JUNCTION OF
 AJ7775'TAXIWAY A.  BEAR RIGHT, NORTH, FOR 0.08 KM ON TAXIWAY A TO THE
 AJ7775'STATION ON THE LEFT.
 AJ7775' 
 AJ7775'THE DATUM POINT IS A PUNCH MARK IN THE TOP CENTER OF A STANDARD
 AJ7775'BRASS HORIZONTAL CONTROL DISK SET IN A 6 FOOT SQUARE CATCH BASIN
 AJ7775'WITH A LARGE METAL GRATE.
 AJ7775' 
 AJ7775'STATION IS 49.3 M NORTHEAST OF THE TAXIWAY B CENTER, 38.0 M WEST OF
 AJ7775'THE TAXIWAY A CENTER, AND THE STATION IS ABOUT 0.4 M BELOW THE
 AJ7775'TAXIWAY A LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R.G. HAYES
 AJ7775' 
 AJ7775'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION, (SACS).
 AJ7775' 
 AJ7775' 
 AJ7775' 
 AJ7775' 
 AJ7775' 
 AJ7775'
 AJ7775
 AJ7775                          STATION RECOVERY (2002)
 AJ7775
 AJ7775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ED)
 AJ7775'RECOVERED AS DESCRIBED
 AJ7775'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7774 ***********************************************************************
 AJ7774  SACS        -  This is a Secondary Airport Control Station.
 AJ7774  DESIGNATION -  GCC E
 AJ7774  PID         -  AJ7774
 AJ7774  STATE/COUNTY-  WY/CAMPBELL
 AJ7774  USGS QUAD   -  GILLETTE WEST (1971)
 AJ7774
 AJ7774                         *CURRENT SURVEY CONTROL
 AJ7774  ___________________________________________________________________
 AJ7774* NAD 83(1993)-  44 20 28.77679(N)    105 32 15.70488(W)     ADJUSTED  
 AJ7774* NAVD 88     -      1325.85   (meters)    4349.9    (feet)  GPS OBS   
 AJ7774  ___________________________________________________________________
 AJ7774  X           -  -1,224,172.993 (meters)                     COMP
 AJ7774  Y           -  -4,402,974.327 (meters)                     COMP
 AJ7774  Z           -   4,436,211.874 (meters)                     COMP
 AJ7774  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AJ7774  ELLIP HEIGHT-        1311.56  (meters)          (01/29/02) GPS OBS
 AJ7774  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 AJ7774
 AJ7774  HORZ ORDER  -  FIRST
 AJ7774  ELLP ORDER  -  THIRD     CLASS I
 AJ7774
 AJ7774.This mark is at Gillette-Campbell County Airport (GCC)
 AJ7774
 AJ7774.The horizontal coordinates were established by GPS observations
 AJ7774.and adjusted by the National Geodetic Survey in January 2002..
 AJ7774
 AJ7774.The orthometric height was determined by GPS observations and a
 AJ7774.high-resolution geoid model.
 AJ7774
 AJ7774.GPS derived orthometric heights for airport stations designated as
 AJ7774.PACS or SACS are published to 2 decimal places.  This maintains
 AJ7774.centimeter relative accuracy between the PACS and SACS.  It does
 AJ7774.not indicate centimeter accuracy relative to other marks which are
 AJ7774.part of the NAVD 88 network.
 AJ7774
 AJ7774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7774
 AJ7774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7774
 AJ7774.The ellipsoidal height was determined by GPS observations
 AJ7774.and is referenced to NAD 83.
 AJ7774
 AJ7774.The geoid height was determined by GEOID03.
 AJ7774
 AJ7774;                    North         East     Units Scale Factor Converg.
 AJ7774;SPC WY E     -   426,740.637   170,414.144   MT  0.99994826   -0 15 33.6
 AJ7774;UTM  13      - 4,909,924.973   457,138.611   MT  0.99962259   -0 22 32.9
 AJ7774
 AJ7774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7774!SPC WY E     -   0.99979439  x   0.99994826  =   0.99974266
 AJ7774!UTM  13      -   0.99979439  x   0.99962259  =   0.99941706
 AJ7774
 AJ7774                          SUPERSEDED SURVEY CONTROL
 AJ7774
 AJ7774.No superseded survey control is available for this station.
 AJ7774
 AJ7774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK5713909925(NAD 83)
 AJ7774_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ7774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ7774_SP_SET: CONCRETE DRAIN
 AJ7774_STAMPING: GCC E 2001
 AJ7774_MARK LOGO: NGS   
 AJ7774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7774+STABILITY: SURFACE MOTION
 AJ7774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7774+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 AJ7774
 AJ7774  HISTORY     - Date     Condition        Report By
 AJ7774  HISTORY     - 2001     MONUMENTED       NGS
 AJ7774  HISTORY     - 20020605 GOOD             NGS
 AJ7774  HISTORY     - 20050609 GOOD             INDIV
 AJ7774
 AJ7774                          STATION DESCRIPTION
 AJ7774
 AJ7774'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 AJ7774'THE STATION IS LOCATED ABOUT 5.3 KM NORTH-NORTHWEST OF GILLETTE
 AJ7774'AT THE GILLETTE - CAMPBELL COUNTY AIRPORT.  NEAR AND NORTHEAST OF
 AJ7774'RUNWAY END 34.  WEST OF A TRACK ROAD ON THE WEST SIDE OF TAXIWAY
 AJ7774'E, ON TOP OF A LOW HILL IN A 2 X 6 FOOT AREA OF ROCK OUTCROP.
 AJ7774' 
 AJ7774'OWNERSHIP--CAMPBELL COUNTY.  C/O AIRPORT MANAGER JAY LUNDELL
 AJ7774'2000 AIRPORT ROAD, SUITE 108 GILLETTE, WY.  82716  PHONE 307-686-1042
 AJ7774'OR FAX 307-686-1471 OR CELLULAR 307-680-7698  OPERATIONS SUPERVISOR
 AJ7774'IS VERN FUNDENBERGER 307-686-0612  PAGER 307-686-7879
 AJ7774' 
 AJ7774'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND 16
 AJ7774'AND STATE HIGHWAY 59 ABOUT 8.0 KM NORTH-NORTHWEST OF GILLETTE,
 AJ7774'GO SOUTH FOR ABOUT 2.0 KM TO THE AIRPORT ENTRANCE ROAD ON THE
 AJ7774'RIGHT.  TURN RIGHT, WEST THEN NORTH THEN WEST FOR 0.6 KM TO A
 AJ7774'GATE STRAIGHT AHEAD AND THE AIRPORT TERMINAL ON THE LEFT.  PASS
 AJ7774'THROUGH THE GATE, WEST, FOR 0.32 KM CROSSING THE APRON TO THE
 AJ7774'INTERSECTION OF TAXIWAY B AND D.  TURN LEFT, SOUTH, FOR 0.16 KM
 AJ7774'CROSSING A TIE DOWN AREA TO A CHAIN-LINK PERIMETER FENCE AND A
 AJ7774'TRACK ROAD ON THE RIGHT.  TURN RIGHT, WEST, FOR 0.24 KM TO A TURN
 AJ7774'TO THE LEFT.  TURN LEFT, SOUTH, FOR 0.48 KM TO A BRUSHY AREA AND
 AJ7774'LOW HILL ON THE LEFT AND THE STATION ON TOP OF THE HILL.
 AJ7774' 
 AJ7774'NOTE--THE DATUM POINT IS A PUNCH MARK IN THE TOP CENTER OF A
 AJ7774'STANDARD BRASS HORIZONTAL CONTROL DISK SET IN ROCK OUTCROP.
 AJ7774' 
 AJ7774'STATION IS 63.3 M SOUTHWEST OF THE SOUTH 1 OF 2 BRACED FENCE
 AJ7774'POSTS IN THE EAST PERIMETER FENCE, 50.2 M EAST OF THE TAXIWAY E
 AJ7774'CENTER, AND THE STATION IS ABOUT 0.4 M BELOW THE TAXIWAY E LEVEL
 AJ7774'AND NEAR THE SOUTH END OF THE ROCK.  BY R.G. HAYES
 AJ7774' 
 AJ7774'NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION, (SACS).
 AJ7774' 
 AJ7774' 
 AJ7774' 
 AJ7774'
 AJ7774
 AJ7774                          STATION RECOVERY (2002)
 AJ7774
 AJ7774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ED)
 AJ7774'RECOVERED AS DESCRIBED
 AJ7774'
 AJ7774
 AJ7774                          STATION RECOVERY (2005)
 AJ7774
 AJ7774'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (AWE)
 AJ7774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0332 ***********************************************************************
 NR0332  DESIGNATION -  GENERAL
 NR0332  PID         -  NR0332
 NR0332  STATE/COUNTY-  WY/NATRONA
 NR0332  USGS QUAD   -  CAMPBELL HILL (1984)
 NR0332
 NR0332                         *CURRENT SURVEY CONTROL
 NR0332  ___________________________________________________________________
 NR0332* NAD 83(1993)-  42 58 18.66213(N)    106 05 39.70283(W)     ADJUSTED  
 NR0332* NAVD 88     -      1721.6    (meters)    5648.     (feet)  VERTCON   
 NR0332  ___________________________________________________________________
 NR0332  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 NR0332  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 NR0332
 NR0332  HORZ ORDER  -  THIRD
 NR0332  VERT ORDER  -  THIRD ? (See Below)
 NR0332
 NR0332.The horizontal coordinates were established by classical geodetic methods
 NR0332.and adjusted by the National Geodetic Survey in January 1997..
 NR0332
 NR0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0332.The vertical order pertains to the NGVD 29 superseded value.
 NR0332
 NR0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0332
 NR0332.The geoid height was determined by GEOID03.
 NR0332
 NR0332;                    North         East     Units Scale Factor Converg.
 NR0332;SPC WYEC     -   375,271.706   501,067.291   MT  1.00006312   +0 50 40.6
 NR0332;UTM  13      - 4,758,269.829   410,759.263   MT  0.99969797   -0 44 45.6
 NR0332
 NR0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0332!SPC WYEC     -   0.99973224  x   1.00006312  =   0.99979534
 NR0332!UTM  13      -   0.99973224  x   0.99969797  =   0.99943029
 NR0332
 NR0332                          SUPERSEDED SURVEY CONTROL
 NR0332
 NR0332  NAD 83(1986)-  42 58 18.64556(N)    106 05 39.68236(W) AD(       ) 3
 NR0332  NAD 27      -  42 58 18.76783(N)    106 05 37.63105(W) AD(       ) 3
 NR0332  NGVD 29 (07/19/86) 1720.6    (m)         5645.     (f) LEVELING    3  
 NR0332
 NR0332.Superseded values are not recommended for survey control.
 NR0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0332.See file dsdata.txt to determine how the superseded data were derived.
 NR0332
 NR0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH1075958270(NAD 83)
 NR0332_MARKER: DD = SURVEY DISK
 NR0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0332_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0332+STABILITY: SURFACE MOTION
 NR0332
 NR0332  HISTORY     - Date     Condition        Report By
 NR0332  HISTORY     - 1947     MONUMENTED       USGS
 NR0332
 NR0332                          STATION DESCRIPTION
 NR0332
 NR0332'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NR0332'LOCATED ON THE HIGHEST POINT OF A N-S. RIDGE, ABOUT 3/4 MI. S. OF COAL
 NR0332'CREEK OIL FIELD, OVERLOOKING VALLEYS E. AND W., LOCATED IN THE NE. 1/4
 NR0332'SEC. 28, T 35 N, R 77 W.
 NR0332'
 NR0332'TO REACH FROM CASPER, AT JUNCTION OF U.S. HIGHWAYS 20 AND 87, ABOUT
 NR0332'1.80 MI. W. OF CASPER, GO N. ON U.S. HIGHWAY 87 FOR 5.70 MI. TO COAL
 NR0332'CREEK ROAD E., TURN E. ON COAL CREEK RD. AND GO 5.00 MI., THENCE NE.
 NR0332'FOR 3.50 MI. TO T-RD. E. AT SWIGERT COAL MINE (ABANDONED) TAKE LEFT
 NR0332'FORK (NE.) AND CONTINUE NE. AND E. FOR 1.20 MI. TO END OF RD. AT RD.
 NR0332'N. AND S., TURN LEFT (N.) FOR 0.20 MI., THENCE NE. FOR 1.50 MI.,
 NR0332'THENCE E. FOR 2.15 MI. TO RD. FORKS NE. AND E., TURN NE. ON LEFT FORK
 NR0332'AND GO 0.45 MI. TO TOP OF RIDGE AT HIGHEST POINT, STATION IS ABOUT
 NR0332'125 FT. W. OF RD. ON HIGHEST POINT.
 NR0332'
 NR0332'STATION MARK--STANDARD TABLET STAMPED ---GENERAL 1947 5645--- SET IN
 NR0332'8 BY 8 IN. BY 4 FT. CONCRETE POST.
 NR0332'
 NR0332'REFERNCE MARK NO. 1--A 1-1/2 IN. IRON PIPE EXTENDING 8 IN. ABOVE
 NR0332'GROUND 23.70 FT. S. OF STATION MARK.
 NR0332'
 NR0332'REFERENCE MARK NO. 2--A 1-1/2 IN. IRON PIPE EXTENDING 8 IN. ABOVE
 NR0332'GROUND 25.75 FT. E. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0532 ***********************************************************************
 NT0532  DESIGNATION -  GENEVA
 NT0532  PID         -  NT0532
 NT0532  STATE/COUNTY-  WY/LINCOLN
 NT0532  USGS QUAD   -  GIRAFFE CREEK (1970)
 NT0532
 NT0532                         *CURRENT SURVEY CONTROL
 NT0532  ___________________________________________________________________
 NT0532* NAD 83(1993)-  42 24 31.31721(N)    111 02 27.44427(W)     ADJUSTED  
 NT0532* NAVD 88     -      2231.9    (meters)    7322.     (feet)  VERTCON   
 NT0532  ___________________________________________________________________
 NT0532  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 NT0532  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 NT0532
 NT0532  HORZ ORDER  -  SECOND
 NT0532
 NT0532.The horizontal coordinates were established by classical geodetic methods
 NT0532.and adjusted by the National Geodetic Survey in January 1997..
 NT0532
 NT0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0532
 NT0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0532
 NT0532.The geoid height was determined by GEOID03.
 NT0532
 NT0532;                    North         East     Units Scale Factor Converg.
 NT0532;SPC WY W     -   312,416.347   721,174.472   MT  1.00001392   -0 38 45.1
 NT0532;SPC ID E     -    83,030.150   292,662.418   MT  1.00005297   +0 45 33.3
 NT0532;UTM  12      - 4,695,156.066   496,629.851   MT  0.99960014   -0 01 39.4
 NT0532
 NT0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0532!SPC WY W     -   0.99965199  x   1.00001392  =   0.99966590
 NT0532!SPC ID E     -   0.99965199  x   1.00005297  =   0.99970494
 NT0532!UTM  12      -   0.99965199  x   0.99960014  =   0.99925227
 NT0532
 NT0532|---------------------------------------------------------------------|
 NT0532| PID    Reference Object                     Distance      Geod. Az  |
 NT0532|                                                           dddmmss.s |
 NT0532| CM5611 GENEVA RM 1                          10.540 METERS 12406     |
 NT0532| NT0533 SUBLETTE                            APPROX.17.4 KM 1694539.6 |
 NT0532| CM5612 GENEVA RM 2                           9.380 METERS 26931     |
 NT0532|---------------------------------------------------------------------|
 NT0532
 NT0532                          SUPERSEDED SURVEY CONTROL
 NT0532
 NT0532  NAD 83(1993)-  42 24 31.31534(N)    111 02 27.44632(W) AD(       ) 2
 NT0532  NAD 83(1986)-  42 24 31.30977(N)    111 02 27.43078(W) AD(       ) 2
 NT0532  NAD 27      -  42 24 31.56200(N)    111 02 24.74000(W) AD(       ) 2
 NT0532  NGVD 29 (07/19/86) 2230.6    (m)         7318.     (f) VERT ANG       
 NT0532
 NT0532.Superseded values are not recommended for survey control.
 NT0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0532.See file dsdata.txt to determine how the superseded data were derived.
 NT0532
 NT0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM9663095156(NAD 83)
 NT0532_MARKER: DS = TRIANGULATION STATION DISK
 NT0532_SETTING: 0 = UNSPECIFIED SETTING
 NT0532
 NT0532  HISTORY     - Date     Condition        Report By
 NT0532  HISTORY     - 1933     MONUMENTED       CGS
 NT0532  HISTORY     - 1934     GOOD             USGS
 NT0532  HISTORY     - 1970     GOOD             USGS
 NT0532
 NT0532                          STATION DESCRIPTION
 NT0532
 NT0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NT0532'ABOUT 13.5 MILES NORTH OF BORDER INN AT WYOMING-IDAHO LINE
 NT0532'ON U.S. HIGHWAY 30N, 3-1/2 MILES NORTH OF GENEVA, ABOUT 3/4
 NT0532'MILE EAST OF IDAHO-WYOMING BOUNDARY LINE, AND 3/4 MILE NORTH OF
 NT0532'THOMAS FORK CANYON, ON ROUNDED ROCKY SHALE-COVERED HILL.  THERE IS
 NT0532'HIGHER GROUND ABOUT 1/4 MILE NORTHEAST OF STATION.  TO REACH FROM
 NT0532'BORDER INN ON U.S. HIGHWAY 30N, GO NORTH 13.2 MILES ON STATE
 NT0532'HIGHWAY 89 TO MOUTH OF CANYON, LEAVE HIGHWAY, TAKE LEFT FORK AND GO
 NT0532'0.1 MILE TO T-FORK AND END OF TRUCK TRAVEL.  FROM HERE
 NT0532'PACK UP RIDGE TO NORTH AND EAST TO ROUNDED KNOB AND
 NT0532'STATION SITE.  A GOOD HOURS PACK WITH LOAD.  STATION MARK IS
 NT0532'STANDARD STATION DISK IN A 4-INCH CAST-IRON PIPE 1/2 INCH
 NT0532'THICK AND 4 FEET LONG WITH ABOUT 10 INCHES PROJECTING ABOVE
 NT0532'GROUND.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 NT0532'CAST-IRON PIPE.  NO. 1 IS 10.54 METERS (34.6 FEET) FROM
 NT0532'STATION S 55 DEG 54 MIN E.  NO. 2 IS 9.38
 NT0532'METERS (30.8 FEET) FROM STATION S 89 DEG 31 MIN W.
 NT0532
 NT0532                          STATION RECOVERY (1934)
 NT0532
 NT0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 NT0532'RECOVERED.
 NT0532'
 NT0532'STATION MARK--STANDARD DISK, SET IN A 4 IN. CAST IRON PIPE 1/2 IN.
 NT0532'THICK, 4 FT. LONG, WITH ABOUT 10 IN. PROJECTING ABOVE GROUND.
 NT0532
 NT0532                          STATION RECOVERY (1970)
 NT0532
 NT0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (DIS)
 NT0532'TO REACH--
 NT0532'
 NT0532'TO REACH FROM GENEVA, IDAHO GO EAST ON U.S. HWY 89 FOR 0.8
 NT0532'MILES TO ROAD INTERSECTION.  TURN LEFT AND CONTINUE ON U.S.
 NT0532'HWY. 89 FOR 4.9 MILES TO OLD HWY.  TURN LEFT ON OLD HWY. FOR
 NT0532'0.1 MILE TO DIRT ROAD INTERSECTION.  TURN LEFT THROUGH FENCE
 NT0532'ON DIRT ROAD UP CANYON.  CONTINUE UP DIRT ROAD FOR 2 MILES
 NT0532'TO WHERE ROAD TURNS LEFT AND CLIMBS SHARPLY.  CONTINUE ON
 NT0532'IN A SOUTHWESTERLY DIRECTION FOR ABOUT 1.4 MILES TO STATION.
 NT0532'STATION CAN BE REACHED WITH TWO WHEEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0491 ***********************************************************************
 PW0491  DESIGNATION -  GEORGE
 PW0491  PID         -  PW0491
 PW0491  STATE/COUNTY-  WY/SHERIDAN
 PW0491  USGS QUAD   -  SHERIDAN (1977)
 PW0491
 PW0491                         *CURRENT SURVEY CONTROL
 PW0491  ___________________________________________________________________
 PW0491* NAD 83(1993)-  44 46 20.49847(N)    106 52 52.30381(W)     ADJUSTED  
 PW0491* NAVD 88     -      1358.     (meters)    4455.     (feet)  SCALED    
 PW0491  ___________________________________________________________________
 PW0491  LAPLACE CORR-         -10.80  (seconds)                    DEFLEC99
 PW0491  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 PW0491
 PW0491  HORZ ORDER  -  SECOND
 PW0491
 PW0491.The horizontal coordinates were established by classical geodetic methods
 PW0491.and adjusted by the National Geodetic Survey in January 1997..
 PW0491
 PW0491.The orthometric height was scaled from a topographic map.
 PW0491
 PW0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0491
 PW0491.The geoid height was determined by GEOID03.
 PW0491
 PW0491;                    North         East     Units Scale Factor Converg.
 PW0491;SPC WYEC     -   574,667.962   435,788.282   MT  0.99995324   +0 19 06.4
 PW0491;UTM  13      - 4,959,384.420   351,146.850   MT  0.99987247   -1 19 30.6
 PW0491
 PW0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0491!SPC WYEC     -   0.99978927  x   0.99995324  =   0.99974252
 PW0491!UTM  13      -   0.99978927  x   0.99987247  =   0.99966176
 PW0491
 PW0491:                Primary Azimuth Mark                     Grid Az
 PW0491:SPC WYEC     -  MCCORMICK                                192 18 19.9
 PW0491:UTM  13      -  MCCORMICK                                193 56 56.9
 PW0491
 PW0491|---------------------------------------------------------------------|
 PW0491| PID    Reference Object                     Distance      Geod. Az  |
 PW0491|                                                           dddmmss.s |
 PW0491| PW0576 MCCORMICK                           APPROX. 8.7 KM 1923726.3 |
 PW0491|---------------------------------------------------------------------|
 PW0491
 PW0491                          SUPERSEDED SURVEY CONTROL
 PW0491
 PW0491  NAD 83(1986)-  44 46 20.48297(N)    106 52 52.28125(W) AD(       ) 2
 PW0491  NAD 27      -  44 46 20.58050(N)    106 52 50.04710(W) AD(       ) 2
 PW0491
 PW0491.Superseded values are not recommended for survey control.
 PW0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0491.See file dsdata.txt to determine how the superseded data were derived.
 PW0491
 PW0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK5114759384(NAD 83)
 PW0491_MARKER: P = PIPE CAP
 PW0491_SETTING: 0 = UNSPECIFIED SETTING
 PW0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0491
 PW0491  HISTORY     - Date     Condition        Report By
 PW0491  HISTORY     - 1900     MONUMENTED       USGS
 PW0491  HISTORY     - 1957     GOOD             USGS
 PW0491  HISTORY     - 1968     GOOD             USGS
 PW0491
 PW0491                          STATION DESCRIPTION
 PW0491
 PW0491'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (OSR)
 PW0491'STATION IS A U.S. GEOLOGICAL SURVEY STATION.  IT IS A BRONZE
 PW0491'BENCH MARK CAP BRADED TO THE TOP OF A THREE INCH, IRON PIPE
 PW0491'WHICH PROJECTS 22 INCHES.  THE MARK IS NOT STAMPED.  A TRAVERSE
 PW0491'CONNECTION WAS MADE FROM STATION WILDCAT AND THE DISTANCE WAS
 PW0491'FOUND TO BE 4.125 METERS OR 13.54 FEET.
 PW0491
 PW0491                          STATION RECOVERY (1968)
 PW0491
 PW0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PW0491'SITUATED ON A PEAKED BUTTE ON RIDGE ON E. SIDE OF MAIN PRAIRIE DOG
 PW0491'CREEK AND ABOUT 3 MI. E. OF SHERIDAN.
 PW0491'
 PW0491'STATION MARK--STANDARD IRON BENCH MARK CAP BRAZED TO TOP OF 3 IN.
 PW0491'IRON PIPE WHICH PROJECTS 22 IN., NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0348 ***********************************************************************
 PX0348  DESIGNATION -  GERMANIA
 PX0348  PID         -  PX0348
 PX0348  STATE/COUNTY-  WY/BIG HORN
 PX0348  USGS QUAD   -  OTTO (1951)
 PX0348
 PX0348                         *CURRENT SURVEY CONTROL
 PX0348  ___________________________________________________________________
 PX0348* NAD 83(1993)-  44 28 08.61869(N)    108 17 11.78742(W)     ADJUSTED  
 PX0348* NAVD 88     -      1406.3    (meters)    4614.     (feet)  VERTCON   
 PX0348  ___________________________________________________________________
 PX0348  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 PX0348  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 PX0348
 PX0348  HORZ ORDER  -  FIRST
 PX0348
 PX0348.The horizontal coordinates were established by classical geodetic methods
 PX0348.and adjusted by the National Geodetic Survey in January 1997..
 PX0348
 PX0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0348
 PX0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0348
 PX0348.The geoid height was determined by GEOID03.
 PX0348
 PX0348;                    North         East     Units Scale Factor Converg.
 PX0348;SPC WYEC     -   541,308.638   324,151.102   MT  1.00000822   -0 40 04.2
 PX0348;UTM  12      - 4,927,553.893   715,824.241   MT  1.00017287   +1 54 05.5
 PX0348
 PX0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0348!SPC WYEC     -   0.99978163  x   1.00000822  =   0.99978985
 PX0348!UTM  12      -   0.99978163  x   1.00017287  =   0.99995446
 PX0348
 PX0348|---------------------------------------------------------------------|
 PX0348| PID    Reference Object                     Distance      Geod. Az  |
 PX0348|                                                           dddmmss.s |
 PX0348| CQ6594 GERMANIA RM 2                        18.007 METERS 08921     |
 PX0348| CQ6592 GERMANIA AZ MK                                     2610400.2 |
 PX0348| CQ6593 GERMANIA RM 1                        12.075 METERS 35752     |
 PX0348|---------------------------------------------------------------------|
 PX0348
 PX0348                          SUPERSEDED SURVEY CONTROL
 PX0348
 PX0348  NAD 83(1986)-  44 28 08.60829(N)    108 17 11.78237(W) AD(       ) 1
 PX0348  NAD 27      -  44 28 08.76630(N)    108 17 09.39080(W) AD(       ) 1
 PX0348  NGVD 29 (07/19/86) 1405.4    (m)         4611.     (f) VERT ANG       
 PX0348
 PX0348.Superseded values are not recommended for survey control.
 PX0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0348.See file dsdata.txt to determine how the superseded data were derived.
 PX0348
 PX0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ1582427554(NAD 83)
 PX0348_MARKER: DD = SURVEY DISK
 PX0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0348
 PX0348  HISTORY     - Date     Condition        Report By
 PX0348  HISTORY     - 1957     MONUMENTED       USGS
 PX0348  HISTORY     - 1957     GOOD             CGS
 PX0348
 PX0348                          STATION DESCRIPTION
 PX0348
 PX0348'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (OSR)
 PX0348'STATION IS LOCATED ABOUT 11 MILES WEST AND 1-1/2 MILES SOUTH
 PX0348'OF GREYBULL, ABOUT 4-1/2 MILES NORTH AND 1/2 MILE WEST OF OTTO,
 PX0348'ABOUT 6 MILES EAST AND 2-1/2 MILES SOUTH OF EMBLEM, NEAR THE
 PX0348'EAST END OF A HIGH, FLAT MESA KNOWN AS GERMANIA FLATS.
 PX0348'
 PX0348'REACHED FROM THE GENERAL STORE IN OTTO, BY GOING WEST ON
 PX0348'MACADAM ROAD FOR 0.1 MILE TO CROSSROADS, TURN RIGHT, NORTHERLY,
 PX0348'PASSING TO THE EAST SIDE OF SCHOOLHOUSE, FOR 0.4 MILE TO A FORK,
 PX0348'TAKE LEFT FORK AND CONTINUE FOR 1.45 MILES TO A FORK, TAKE
 PX0348'LEFT FORK FOR 0.95 MILE TO A FORK AT THE TOP OF A SMALL
 PX0348'RIDGE, TAKE RIGHT FORK, MAIN TRAVELED ROAD FOR 1.95 MILES TO A
 PX0348'FORK, TAKE RIGHT FORK FOR 1.0 MILE TO SIDE ROAD RIGHT AND
 PX0348'BEGINNING OF A DEEP WASH ON THE LEFT, TURN RIGHT, EASTERLY,
 PX0348'FOR 0.65 MILE TO A REVERSE FORK, TURN SHARP RIGHT FOR 0.55
 PX0348'MILE TO HIGHEST POINT OF MESA AND THE STATION.
 PX0348'
 PX0348'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK SET IN
 PX0348'THE TOP OF A 6-INCH, SQUARE, CONCRETE POST PROJECTING 8 INCHES
 PX0348'AND STAMPED GERMANIA 1948 VA 4610.  IT IS 89 FEET WEST OF THE
 PX0348'EAST EDGE OF THE MESA.  A WHITE POST WAS SET 5 FEET WEST OF THE
 PX0348'MARK.
 PX0348'
 PX0348'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK,
 PX0348'STAMPED NO 1 1948, SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE
 PX0348'POST PROJECTING 12 INCHES.  IT IS 18 FEET EAST OF THE WEST
 PX0348'EDGE OF THE MESA.
 PX0348'
 PX0348'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 PX0348'DISK, STAMPED NO 2 1948, SET IN THE TOP OF A 6-INCH, SQUARE,
 PX0348'CONCRETE POST PROJECTING 12 INCHES.  IT IS 30 FEET WEST OF THE
 PX0348'EAST EDGE OF THE MESA.
 PX0348'
 PX0348'AZIMUTH MARK IS A STANDARD DISK, STAMPED GERMANIA USGS 1948,
 PX0348'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 PX0348'6 INCHES.  IT IS 19 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 PX0348'A WHITE POST WAS SET 1 FOOT NORTH OF THE MARK.
 PX0348
 PX0348                          STATION RECOVERY (1957)
 PX0348
 PX0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 PX0348'STATION LOCATED 11.5 MI. N. OF GREYBULL, ABOUT 5 MI. N. OF OTTO, ABOUT
 PX0348'6 MI. SE. OF EMBLEM, NEAR E. END OF FLAT MESA CALLED GERMANIA FLAT, ON
 PX0348'TOP OF LOW HILL WHICH IS THE HIGHEST POINT IN THE VICINITY.
 PX0348'
 PX0348'TO REACH FROM SCHOOLHOUSE AT OTTO, GO N. ON DIRT RD. PAST E. SIDE OF
 PX0348'SCHOOL FOR 2.0 MI. TO RD. FORK, TAKE LEFT FORK AND CONTINUE N. FOR 1.0
 PX0348'MI. TO RD. FORK AT TOP OF SMALL HILL, TURN SHARP RIGHT ONTO RIGHT FORK
 PX0348'AND FOLLOW RIDGE N. FOR 2.2 MI. TO RD. FORK ON TOP OF MESA, TAKE RIGHT
 PX0348'FORK AND GO NE. ACROSS MESA FOR 1.0 MI. TO RD. LEADING RIGHT NEAR N.
 PX0348'EDGE OF MESA, TURN RIGHT AND FOLLOW RD. E. ALONG TOP OF MESA FOR 1.8
 PX0348'MI. TO TOP OF LOW HILL AND STATION.
 PX0348'
 PX0348'RECOVERED.
 PX0348'
 PX0348'STATION MARK - STANDARD TABLET STAMPED ---GERMANIA 1948 4610--- IN TOP
 PX0348'OF CONCRETE  MONUMENT BURIED IN GROUND PROTRUDING ABOUT 6 IN.
 PX0348'
 PX0348'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED ---NO.1 1948--
 PX0348'IN TOP OF CONCRETE MONUMENT BURIED IN GROUND AND PROTRUDING ABOUT 8
 PX0348'IN., 39.63 FT. FROM STATION, S 02 DEG 07 MIN E.
 PX0348'
 PX0348'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---NO.2 1948--
 PX0348'IN TOP OF CONCRETE MONUMENT BURIED IN GROUND AND PROTRUDING ABOUT 8
 PX0348'IN., 59.10 FT. FROM STATION, S 89 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0375 ***********************************************************************
 OW0375  DESIGNATION -  GEYSER
 OW0375  PID         -  OW0375
 OW0375  STATE/COUNTY-  WY/FREMONT
 OW0375  USGS QUAD   -  WARM SPRING MOUNTAIN (1991)
 OW0375
 OW0375                         *CURRENT SURVEY CONTROL
 OW0375  ___________________________________________________________________
 OW0375* NAD 83(1993)-  43 30 01.25980(N)    109 47 22.58656(W)     ADJUSTED  
 OW0375* NAVD 88     -      3208.6    (meters)   10527.     (feet)  VERTCON   
 OW0375  ___________________________________________________________________
 OW0375  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 OW0375  GEOID HEIGHT-          -7.73  (meters)                     GEOID03
 OW0375
 OW0375  HORZ ORDER  -  THIRD
 OW0375
 OW0375.The horizontal coordinates were established by classical geodetic methods
 OW0375.and adjusted by the National Geodetic Survey in January 1997..
 OW0375
 OW0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0375
 OW0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0375
 OW0375.The geoid height was determined by GEOID03.
 OW0375
 OW0375;                    North         East     Units Scale Factor Converg.
 OW0375;SPC WYWC     -   333,763.062   515,925.499   MT  1.00002442   -0 42 56.4
 OW0375;SPC WY W     -   433,279.901   823,753.963   MT  0.99994444   +0 12 07.9
 OW0375;UTM  12      - 4,817,091.781   597,853.207   MT  0.99971778   +0 49 59.7
 OW0375
 OW0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0375!SPC WYWC     -   0.99949832  x   1.00002442  =   0.99952272
 OW0375!SPC WY W     -   0.99949832  x   0.99994444  =   0.99944278
 OW0375!UTM  12      -   0.99949832  x   0.99971778  =   0.99921624
 OW0375
 OW0375:                Primary Azimuth Mark                     Grid Az
 OW0375:SPC WYWC     -  UNION                                    178 58 51.5
 OW0375:SPC WY W     -  UNION                                    178 03 47.2
 OW0375:UTM  12      -  UNION                                    177 25 55.4
 OW0375
 OW0375|---------------------------------------------------------------------|
 OW0375| PID    Reference Object                     Distance      Geod. Az  |
 OW0375|                                                           dddmmss.s |
 OW0375| OW0361 UNION                               APPROX. 5.0 KM 1781555.1 |
 OW0375|---------------------------------------------------------------------|
 OW0375
 OW0375                          SUPERSEDED SURVEY CONTROL
 OW0375
 OW0375  NAD 83(1986)-  43 30 01.24914(N)    109 47 22.57676(W) AD(       ) 3
 OW0375  NAD 27      -  43 30 01.42640(N)    109 47 19.99889(W) AD(       ) 3
 OW0375  NGVD 29 (07/19/86) 3207.1    (m)        10522.     (f) VERT ANG       
 OW0375
 OW0375.Superseded values are not recommended for survey control.
 OW0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0375.See file dsdata.txt to determine how the superseded data were derived.
 OW0375
 OW0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP9785317092(NAD 83)
 OW0375_MARKER: DD = SURVEY DISK
 OW0375_SETTING: 66 = SET IN ROCK OUTCROP
 OW0375_SP_SET: SET IN ROCK OUTCROP
 OW0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0375+STABILITY: POSITION/ELEVATION WELL
 OW0375
 OW0375  HISTORY     - Date     Condition        Report By
 OW0375  HISTORY     - 1954     MONUMENTED       USGS
 OW0375
 OW0375                          STATION DESCRIPTION
 OW0375
 OW0375'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0375'STATION LOCATED ABOUT 3.9 MI. SOUTH OF WARM SPRINGS LOOKOUT TOWER ON
 OW0375'THE HIGHEST PEAK OF A RIDGE INTERSECTION.
 OW0375'
 OW0375'TO REACH STATION FROM DUBOIS POST OFFICE, GO WEST ON U.S. HIGHWAY 287
 OW0375'FOR 10 MI., TURN LEFT AND FOLLOW MAIN RD. TO OLD TOWN OF DENOIR.  TURN
 OW0375'LEFT AT ENTRANCE TO SHOSHONE NATIONAL FOREST AND FOLLOW LOGING RD.
 OW0375'OVER 1 WAY BRIDGE ACROSS WARM SPRINGS CREEK.  TURN RIGHT 0.2 MI. TO
 OW0375'THE LAKE OF THE WOODS RD. AND KEEP ON MAIN RD. INTO LARGE MEADOW AT S.
 OW0375'END OF MEADOW  TAKE LEFT FORK AND FOLLOW TO SECOND LARGE MEADOW, TAKE
 OW0375'LEFT FORK IN NORTHERN EDGE OF THIS MEADOW AND PROCEED E. AND FOLLOW
 OW0375'THIS RD. THRU TWO SWAMPS.  AT THE WESTERN EDGE OF THE SECOND LARGE
 OW0375'SWAMP TAKE A LEFT AND GO THRU TWO GATES AND PAST TWO CABINS AT THE N.
 OW0375'END OF SWAMP.  CONTINUE IN A NORTHEASTERLY DIRECTION TO TOP OF
 OW0375'MOUNTAIN.  A MILITARY JEEP MAY REACH STATION IN DRY WEATHER.
 OW0375'
 OW0375'STATION MARK - STANDARD TABLET IN ROCK STAMPED ---GEYSER 1954---.
 OW0375'
 OW0375'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0516 ***********************************************************************
 NR0516  DESIGNATION -  GF 25
 NR0516  PID         -  NR0516
 NR0516  STATE/COUNTY-  WY/NATRONA
 NR0516  USGS QUAD   -  ALCOVA SE (1950)
 NR0516
 NR0516                         *CURRENT SURVEY CONTROL
 NR0516  ___________________________________________________________________
 NR0516* NAD 83(1993)-  42 37 05.42116(N)    106 33 52.47988(W)     ADJUSTED  
 NR0516* NAVD 88     -      1679.89   (+/-2cm)    5511.4    (feet)  VERTCON   
 NR0516  ___________________________________________________________________
 NR0516  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 NR0516  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 NR0516
 NR0516  HORZ ORDER  -  THIRD
 NR0516  VERT ORDER  -  THIRD ? (See Below)
 NR0516
 NR0516.The horizontal coordinates were established by classical geodetic methods
 NR0516.and adjusted by the National Geodetic Survey in January 1997..
 NR0516
 NR0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0516.The vertical order pertains to the NGVD 29 superseded value.
 NR0516
 NR0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0516
 NR0516.The geoid height was determined by GEOID03.
 NR0516
 NR0516;                    North         East     Units Scale Factor Converg.
 NR0516;SPC WYEC     -   335,526.088   463,068.043   MT  0.99998642   +0 31 14.0
 NR0516;UTM  13      - 4,719,601.336   371,685.693   MT  0.99980257   -1 03 34.3
 NR0516
 NR0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0516!SPC WYEC     -   0.99973860  x   0.99998642  =   0.99972502
 NR0516!UTM  13      -   0.99973860  x   0.99980257  =   0.99954122
 NR0516
 NR0516:                Primary Azimuth Mark                     Grid Az
 NR0516:SPC WYEC     -  BOLTON                                   154 21 01.2
 NR0516:UTM  13      -  BOLTON                                   155 55 49.5
 NR0516
 NR0516|---------------------------------------------------------------------|
 NR0516| PID    Reference Object                     Distance      Geod. Az  |
 NR0516|                                                           dddmmss.s |
 NR0516| NR0518 BOLTON                              APPROX. 3.5 KM 1545215.2 |
 NR0516|---------------------------------------------------------------------|
 NR0516
 NR0516                          SUPERSEDED SURVEY CONTROL
 NR0516
 NR0516  NAD 83(1986)-  42 37 05.40825(N)    106 33 52.46181(W) AD(       ) 3
 NR0516  NGVD 29 (08/25/89) 1678.98   (m)         5508.5    (f) LEVELING    3  
 NR0516
 NR0516.Superseded values are not recommended for survey control.
 NR0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0516.See file dsdata.txt to determine how the superseded data were derived.
 NR0516
 NR0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH7168619601(NAD 83)
 NR0516_MARKER: DD = SURVEY DISK
 NR0516_SETTING: 0 = UNSPECIFIED SETTING
 NR0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0516
 NR0516  HISTORY     - Date     Condition        Report By
 NR0516  HISTORY     - 1948     MONUMENTED       USGS
 NR0516
 NR0516                          STATION DESCRIPTION
 NR0516
 NR0516'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0516'LOCATED 9 MI. NE. OF ALCOVA AND 3 MI. E. OF STEEL BRIDGE OVER N.
 NR0516'PLATTE RIVER, ON WYOMING HIGHWAY 220.
 NR0516'
 NR0516'TO REACH FROM ALCOVA POST OFFICE, GO NE. ON WYOMING HIGHWAY 220 8.6
 NR0516'MI. TO STEEL BRIDGE, 0.25 MI. ON HIGHWAY 220 TO DIRT RD. RIGHT, TURN
 NR0516'RIGHT FOR 1.05 MI. TO WOODEN BRIDGE, CROSS BRIDGE AND FOLLOW MAIN RD.
 NR0516'2.65 MI. TO JUNCTION, CROSS TRAIL AND STATION ON LEFT, 50 FT. N.
 NR0516'JUNCTION.
 NR0516'
 NR0516'STATION MARK--STANDARD CAP SET IN CONCRETE POST PROJECTING 4 IN., AND
 NR0516'STAMPED---GF 25, 1948---.
 NR0516'
 NR0516'REFERENCE MARK NO. 1--STANDARD COPPER NAIL AND WASHER SET IN CONCRETE
 NR0516'POST PROJECTING 5 IN. AND IS 101.54 FT. S. OF STATION N 29 DEGREES
 NR0516'51 MINUTES, NE.
 NR0516'
 NR0516'REFERENCE MARK NO. 2--STANDARD GLO MARKER STAMPED---N 1/16 32,
 NR0516'33---, AND IS 1650 FT. E. SE. OF STATION N 34 DEGREES
 NR0516'29 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0444 ***********************************************************************
 NR0444  DESIGNATION -  GF 41
 NR0444  PID         -  NR0444
 NR0444  STATE/COUNTY-  WY/CARBON
 NR0444  USGS QUAD   -  SAVAGE PEAK (1981)
 NR0444
 NR0444                         *CURRENT SURVEY CONTROL
 NR0444  ___________________________________________________________________
 NR0444* NAD 83(1993)-  42 23 02.71957(N)    107 15 39.46086(W)     ADJUSTED  
 NR0444* NAVD 88     -      1904.2    (meters)    6247.     (feet)  VERTCON   
 NR0444  ___________________________________________________________________
 NR0444  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 NR0444  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 NR0444
 NR0444  HORZ ORDER  -  THIRD
 NR0444  VERT ORDER  -  THIRD ? (See Below)
 NR0444
 NR0444.The horizontal coordinates were established by classical geodetic methods
 NR0444.and adjusted by the National Geodetic Survey in January 1997..
 NR0444
 NR0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0444.The vertical order pertains to the NGVD 29 superseded value.
 NR0444
 NR0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0444
 NR0444.The geoid height was determined by GEOID03.
 NR0444
 NR0444;                    North         East     Units Scale Factor Converg.
 NR0444;SPC WYEC     -   309,241.021   405,959.509   MT  0.99993794   +0 02 55.6
 NR0444;UTM  13      - 4,694,898.753   313,878.317   MT  1.00002624   -1 31 28.4
 NR0444
 NR0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0444!SPC WYEC     -   0.99970342  x   0.99993794  =   0.99964138
 NR0444!UTM  13      -   0.99970342  x   1.00002624  =   0.99972965
 NR0444
 NR0444:                Primary Azimuth Mark                     Grid Az
 NR0444:SPC WYEC     -  NOMAD                                    352 26 45.0
 NR0444:UTM  13      -  NOMAD                                    354 01 09.0
 NR0444
 NR0444|---------------------------------------------------------------------|
 NR0444| PID    Reference Object                     Distance      Geod. Az  |
 NR0444|                                                           dddmmss.s |
 NR0444| NR0446 NOMAD                               APPROX.11.8 KM 3522940.6 |
 NR0444|---------------------------------------------------------------------|
 NR0444
 NR0444                          SUPERSEDED SURVEY CONTROL
 NR0444
 NR0444  NAD 83(1986)-  42 23 02.70744(N)    107 15 39.45326(W) AD(       ) 3
 NR0444  NAD 27      -  42 23 02.86297(N)    107 15 37.23587(W) AD(       ) 3
 NR0444  NGVD 29 (07/19/86) 1903.2    (m)         6244.     (f) LEVELING    3  
 NR0444
 NR0444.Superseded values are not recommended for survey control.
 NR0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0444.See file dsdata.txt to determine how the superseded data were derived.
 NR0444
 NR0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1387894899(NAD 83)
 NR0444_MARKER: DD = SURVEY DISK
 NR0444_SETTING: 0 = UNSPECIFIED SETTING
 NR0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0444
 NR0444  HISTORY     - Date     Condition        Report By
 NR0444  HISTORY     - 1948     MONUMENTED       USGS
 NR0444
 NR0444                          STATION DESCRIPTION
 NR0444
 NR0444'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0444'STATION IS LOCATED ABOUT 11 MI. E. OF THREE FORKS, 4 MI. S. OF STATE
 NR0444'HIGHWAY 220.
 NR0444'
 NR0444'TO REACH FROM INDEPENDENCE ROCK ON STATE HIGHWAY 220, 25.5 MI. SW. OF
 NR0444'ALCOVA POST OFFICE, GO SW. ON HIGHWAY 220 11.1 MI. TO JUNCTION DIRT
 NR0444'CROSSROADS AT JOHNSON RANCH MAIL BOX, TURN LEFT, FOLLOW MAIN RD. 2.9
 NR0444'MI. TO FENCE AND RD. FORK, GO THRU GATE, TAKE LEFT 1.2 MI. TO TRAIL
 NR0444'COMING IN FROM RIGHT (N.), THENCE 200 FT. NW. TO FENCELINE AND STATION
 NR0444'2 FT. E. OF N-S. FENCE 12 FT. N., SE. CORNER FENCE PLOT 120 BY 250 FT.
 NR0444'
 NR0444'STATION MARK--STANDARD TABLET SET IN CONCRETE PROJECTING 3 IN.,
 NR0444'STAMPED ---GF 41 1948---.
 NR0444'
 NR0444'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER SET IN CONCRETE
 NR0444'PROJECTING 2 IN. IN N-S. FENCE LINE, 156.00 FT. FROM STATION,
 NR0444'N 00 DEG 21 MIN E.
 NR0444'
 NR0444'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN CONCRETE AT SW.
 NR0444'CORNER FENCE PLOT PROJECTING 4 IN., 121.10 FT. FROM STATION,
 NR0444'N 87 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0430 ***********************************************************************
 NR0430  DESIGNATION -  GF 49
 NR0430  PID         -  NR0430
 NR0430  STATE/COUNTY-  WY/CARBON
 NR0430  USGS QUAD   -  BUZZARD RANCH (1981)
 NR0430
 NR0430                         *CURRENT SURVEY CONTROL
 NR0430  ___________________________________________________________________
 NR0430* NAD 83(1993)-  42 21 39.25876(N)    107 04 47.51613(W)     ADJUSTED  
 NR0430* NAVD 88     -      1968.9    (meters)    6460.     (feet)  VERTCON   
 NR0430  ___________________________________________________________________
 NR0430  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 NR0430  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NR0430
 NR0430  HORZ ORDER  -  THIRD
 NR0430  VERT ORDER  -  THIRD ? (See Below)
 NR0430
 NR0430.The horizontal coordinates were established by classical geodetic methods
 NR0430.and adjusted by the National Geodetic Survey in January 1997..
 NR0430
 NR0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0430.The vertical order pertains to the NGVD 29 superseded value.
 NR0430
 NR0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0430
 NR0430.The geoid height was determined by GEOID03.
 NR0430
 NR0430;                    North         East     Units Scale Factor Converg.
 NR0430;SPC WYEC     -   306,694.522   420,879.616   MT  0.99994286   +0 10 14.8
 NR0430;UTM  13      - 4,691,943.508   328,723.692   MT  0.99996095   -1 24 06.3
 NR0430
 NR0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0430!SPC WYEC     -   0.99969327  x   0.99994286  =   0.99963615
 NR0430!UTM  13      -   0.99969327  x   0.99996095  =   0.99965423
 NR0430
 NR0430:                Primary Azimuth Mark                     Grid Az
 NR0430:SPC WYEC     -  FORT RIDGE                               342 04 57.1
 NR0430:UTM  13      -  FORT RIDGE                               343 39 18.2
 NR0430
 NR0430|---------------------------------------------------------------------|
 NR0430| PID    Reference Object                     Distance      Geod. Az  |
 NR0430|                                                           dddmmss.s |
 NR0430| NR0428 FORT RIDGE                          APPROX.10.7 KM 3421511.9 |
 NR0430|---------------------------------------------------------------------|
 NR0430
 NR0430                          SUPERSEDED SURVEY CONTROL
 NR0430
 NR0430  NAD 83(1986)-  42 21 39.24584(N)    107 04 47.50556(W) AD(       ) 3
 NR0430  NAD 27      -  42 21 39.38901(N)    107 04 45.31278(W) AD(       ) 3
 NR0430  NGVD 29 (07/19/86) 1967.9    (m)         6456.     (f) LEVELING    3  
 NR0430
 NR0430.Superseded values are not recommended for survey control.
 NR0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0430.See file dsdata.txt to determine how the superseded data were derived.
 NR0430
 NR0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2872491944(NAD 83)
 NR0430_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NR0430_SETTING: 0 = UNSPECIFIED SETTING
 NR0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0430
 NR0430  HISTORY     - Date     Condition        Report By
 NR0430  HISTORY     - 1948     MONUMENTED       USGS
 NR0430
 NR0430                          STATION DESCRIPTION
 NR0430
 NR0430'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0430'STATION IS LOCATED ABOUT 5.5 MI. S. OF SINCLAIR PUMP STATION NO. 8,
 NR0430'62 FT. N. OF CENTER OF BUZZARD RD.
 NR0430'
 NR0430'TO REACH FROM POST OFFICE IN ALCOVA, GO SW. ON HIGHWAY 220 21.6 MI.
 NR0430'TO JUNCTION OF BUZZARD RD. LEFT, TURN LEFT 2.9 MI. TO BRIDGE OVER
 NR0430'SWEETWATER RIVER, THENCE ON MAIN RD. 6.25 MI. TO N. ENTRANCE TO PUMP
 NR0430'STATION NO. 8, THENCE RIGHT ON MAIN RD. 3.1 MI. TO JUNCTION BURTCH
 NR0430'RANCH RD., CONTINUE RIGHT ON BUZZARD RD. 2.6 MI. TO CURVE W. AND
 NR0430'STATION ON RIGHT 5.5 FT. E. OF TELEPHONE POLE.
 NR0430'
 NR0430'STATION MARK--STANDARD CAP SET IN CONCRETE PROJECTING 4 IN., STAMPED
 NR0430'---GF 49 1948---.
 NR0430'
 NR0430'REFERENCE MARK NO. 1--CHISELED SQUARE ON ROCK PROJECTING 3 IN., 131.3
 NR0430'FT. SSE. OF STATION, N 27 DEG 2 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0559 ***********************************************************************
 PV0559  DESIGNATION -  GILLETTE
 PV0559  PID         -  PV0559
 PV0559  STATE/COUNTY-  WY/CAMPBELL
 PV0559  USGS QUAD   -  GILLETTE WEST (1971)
 PV0559
 PV0559                         *CURRENT SURVEY CONTROL
 PV0559  ___________________________________________________________________
 PV0559* NAD 83(1993)-  44 18 17.14914(N)    105 33 55.40953(W)     ADJUSTED  
 PV0559* NAVD 88     -      1492.5    (meters)    4897.     (feet)  VERTCON   
 PV0559  ___________________________________________________________________
 PV0559  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 PV0559  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 PV0559
 PV0559  HORZ ORDER  -  FIRST
 PV0559
 PV0559.The horizontal coordinates were established by classical geodetic methods
 PV0559.and adjusted by the National Geodetic Survey in January 1997..
 PV0559
 PV0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0559
 PV0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0559
 PV0559.The geoid height was determined by GEOID03.
 PV0559
 PV0559;                    North         East     Units Scale Factor Converg.
 PV0559;SPC WY E     -   422,688.403   168,185.932   MT  0.99994994   -0 16 42.6
 PV0559;UTM  13      - 4,905,878.593   454,902.894   MT  0.99962501   -0 23 41.7
 PV0559
 PV0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0559!SPC WY E     -   0.99976827  x   0.99994994  =   0.99971822
 PV0559!UTM  13      -   0.99976827  x   0.99962501  =   0.99939337
 PV0559
 PV0559|---------------------------------------------------------------------|
 PV0559| PID    Reference Object                     Distance      Geod. Az  |
 PV0559|                                                           dddmmss.s |
 PV0559| CQ3814 GILLETTE RM 1                       261.175 METERS 02145     |
 PV0559| CQ3816 GILLETTE RM 3                        23.679 METERS 08631     |
 PV0559| CQ3815 GILLETTE RM 2                       170.210 METERS 09652     |
 PV0559| PV0557 GILLETTE WYODAK COAL MINE STK       APPROX.14.3 KM 0975724.7 |
 PV0559| PV0553 SHARP                               APPROX.20.9 KM 1290631.9 |
 PV0559|---------------------------------------------------------------------|
 PV0559
 PV0559                          SUPERSEDED SURVEY CONTROL
 PV0559
 PV0559  NAD 83(1986)-  44 18 17.13418(N)    105 33 55.38152(W) AD(       ) 1
 PV0559  NAD 27      -  44 18 17.20200(N)    105 33 53.37400(W) AD(       ) 1
 PV0559  NGVD 29 (07/19/86) 1491.8    (m)         4894.     (f) VERT ANG       
 PV0559
 PV0559.Superseded values are not recommended for survey control.
 PV0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0559.See file dsdata.txt to determine how the superseded data were derived.
 PV0559
 PV0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK5490305879(NAD 83)
 PV0559_MARKER: U = CONCRETE POST
 PV0559_SETTING: 0 = UNSPECIFIED SETTING
 PV0559
 PV0559  HISTORY     - Date     Condition        Report By
 PV0559  HISTORY     - 1925     MONUMENTED       CGS
 PV0559  HISTORY     - 1955     GOOD             CGS
 PV0559  HISTORY     - 1977     GOOD             NGS
 PV0559  HISTORY     - 1978     GOOD             NGS
 PV0559
 PV0559                          STATION DESCRIPTION
 PV0559
 PV0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PV0559'ABOUT 3-1/2 MILES NORTH OF WEST OF GILLETTE, ABOUT 3/4 MILE
 PV0559'NORTH OF CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK, ON
 PV0559'WEST END AND HIGHEST POINT OF MOST SOUTHERLY OF SEVERAL GRASSY
 PV0559'BUTTES.  BUTTE HAS ABRUPT SLOPE ON WEST END AND IS MADE UP
 PV0559'OF RED SHELL ROCK.  FROM GILLETTE, BUTTE BEARS 265 DEG MAGNETIC.
 PV0559'TO REACH FROM GILLETTE, FOLLOW ROAD ALONG SOUTH SIDE OF CHICAGO,
 PV0559'BURLINGTON AND QUINCY RAILROAD TRACK ABOUT 3 MILES TO FIRST
 PV0559'ROAD LEADING NORTH, CROSS RAILROAD TRACK, GO THROUGH FIRST
 PV0559'GATE ON RIGHT INTO PASTURE JUST NORTH OF TRACK.  FROM THIS
 PV0559'POINT BUTTE BEARS 35 DEG MAGNETIC, DISTANT ABOUT 1 MILE.
 PV0559'FOLLOW OLD WAGON ROAD WHICH LEADS TO GATE IN DRAW WEST OF
 PV0559'STATION.  PROCEED UP DRAW TO RIDGE, TURN SOUTH, AND
 PV0559'APPROACH STATION UP NORTHEAST SLOPE.  TRUCK CAN BE DRIVEN
 PV0559'WITHIN 50 METERS (164 FEET) OF STATION.  STATION AND
 PV0559'REFERENCE MARKS ARE CONCRETE POSTS.  REFERENCE MARK NO. 1 IS
 PV0559'ON FIRST KNOLL NORTH OF STATION, AND 261.175 METERS
 PV0559'(856.87 FEET) FROM STATION N 21 DEG 45 MIN E.
 PV0559'NO. 2 IS 170.710 METERS (560.07 FEET) FROM STATION S 83 DEG 08 MIN W.
 PV0559
 PV0559                          STATION RECOVERY (1955)
 PV0559
 PV0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 PV0559'THE STATION MARK, AND REFERENCE MARKS NOS. 1 AND 2 WERE
 PV0559'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW REFERENCE
 PV0559'MARK NO. 3 WAS SET.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 PV0559'
 PV0559'AN ALTERNATE, AND BETTER ROUTE FOR REACHING THE STATION IS AS
 PV0559'FOLLOWS--FROM THE INTERSECTION OF GILLETTE AVENUE AND U.S.
 PV0559'HIGHWAYS 14 AND 16 IN GILLETTE, GO WEST ON U.S. HIGHWAYS
 PV0559'14-16 FOR 1.3 MILES TO A SIDE ROAD LEFT, AT SOUTH SIDE OF
 PV0559'UNDERPASS.  TURN LEFT, WEST, AND FOLLOW ROAD ALONG SOUTH SIDE OF
 PV0559'CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACK 2.4 MILES TO A
 PV0559'SIDE ROAD RIGHT.  TURN RIGHT, CROSS RAILROAD TRACK, GO NORTH
 PV0559'0.5 TO A SIDE ROAD RIGHT, JUST AFTER PASSING THROUGH
 PV0559'CATTLE GUARD.  TURN RIGHT, EAST NORTHEAST, GO 0.7 MILE TO A
 PV0559'ROAD FORK, JUST AFTER PASSING OVER CREST OF RIDGE.  TAKE
 PV0559'RIGHT FORK, SOUTHEAST, GO 0.1 MILE TO REFERENCE MARK NO. 1 ON
 PV0559'KNOLL.  CONTINUE SOUTH, ACROSS DRAW, 0.2 MILE TO
 PV0559'SADDLE OF RIDGE.  TURN RIGHT, UP STEEP CREST, GO 0.05 MILE
 PV0559'TO HIGHEST PART OF HILL AND THE STATION.
 PV0559'
 PV0559'REFERENCE MARK 3, A STANDARD DISK CEMENTED IN A DRILL HOLE
 PV0559'IN A BOULDER, AND STAMPED GILLETTE NO 3 1925, IS ON THE EAST
 PV0559'SLOPE OF HILL, ABOUT 6 FEET LOWER THAN STATION.  THE BOULDER
 PV0559'PROJECTS 2 FEET ABOVE GROUND.
 PV0559
 PV0559                          STATION RECOVERY (1977)
 PV0559
 PV0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 PV0559'THE STATION AND REFERENCE MARK ONE WERE RECOVERED AS DESCRIBED.
 PV0559'REFERENCE MARKS TWO AND THREE WERE NOT SEARCHED FOR DUE TO HIGH
 PV0559'WINDS.  THERE IS NOW A MICROWAVE TOWER ON THE BUTTE WITH THE
 PV0559'STATION.  THE LAST STEEP CREST IN THE 1955 RECOVERY NOTE IS VERY
 PV0559'TREACHEROUS AND THERE IS LITTLE TURN-AROUND ROOM AT THE TOP.
 PV0559
 PV0559                          STATION RECOVERY (1978)
 PV0559
 PV0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 PV0559'STATION, RM 1, RM 2 AND RM 3 RECOVERED AS DESCRIBED.  A TV TOWER IS
 PV0559'NOW ON THE HILL WITH THE STATION.
 PV0559'
 PV0559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES NORTHWEST
 PV0559'OF GILLETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0557 ***********************************************************************
 PV0557  DESIGNATION -  GILLETTE WYODAK COAL MINE STK
 PV0557  PID         -  PV0557
 PV0557  STATE/COUNTY-  WY/CAMPBELL
 PV0557  USGS QUAD   -  GILLETTE EAST (1971)
 PV0557
 PV0557                         *CURRENT SURVEY CONTROL
 PV0557  ___________________________________________________________________
 PV0557* NAD 83(1993)-  44 17 12.53293(N)    105 23 16.77683(W)     ADJUSTED  
 PV0557* NAVD 88     -                                                        
 PV0557  ___________________________________________________________________
 PV0557  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 PV0557  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PV0557
 PV0557  HORZ ORDER  -  THIRD
 PV0557
 PV0557.The horizontal coordinates were established by classical geodetic methods
 PV0557.and adjusted by the National Geodetic Survey in January 1997..
 PV0557
 PV0557
 PV0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0557
 PV0557.The geoid height was determined by GEOID03.
 PV0557
 PV0557;                    North         East     Units Scale Factor Converg.
 PV0557;SPC WY E     -   420,640.580   182,335.054   MT  0.99994134   -0 09 16.4
 PV0557;UTM  13      - 4,903,802.709   469,043.198   MT  0.99961179   -0 16 15.3
 PV0557
 PV0557                          SUPERSEDED SURVEY CONTROL
 PV0557
 PV0557  NAD 83(1986)-  44 17 12.51937(N)    105 23 16.75128(W) AD(       ) 4
 PV0557  NAD 27      -  44 17 12.58900(N)    105 23 14.77900(W) AD(       ) 3
 PV0557
 PV0557.Superseded values are not recommended for survey control.
 PV0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0557.See file dsdata.txt to determine how the superseded data were derived.
 PV0557
 PV0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK6904303803(NAD 83)
 PV0557_MARKER: 63 = STACK
 PV0557
 PV0557  HISTORY     - Date     Condition        Report By
 PV0557  HISTORY     - 1955     FIRST OBSERVED   CGS
 PV0557  HISTORY     - 1977     GOOD             NGS
 PV0557
 PV0557                          STATION DESCRIPTION
 PV0557
 PV0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 PV0557'THE STATION IS THE TOP AND CENTER OF A SLENDER, STEEL, SMOKE
 PV0557'STACK WHICH RISES FROM THE ROOF OF THE POWER PLANT WHICH IS
 PV0557'OPERATED BY THE WYODAK COAL MINING COMPANY.
 PV0557'
 PV0557'IT IS LOCATED IN THE VILLAGE OF WYODAK.  ABOUT 6 MILES EAST
 PV0557'OF GILLETTE, 300 YARDS NORTH OF U.S. HIGHWAY NUMBER 16 AND ABOUT
 PV0557'200 YARDS SOUTH OF THE LARGE, OPEN PIT, COAL MINE.
 PV0557'
 PV0557'THE STACK IS ABOUT 150 FEET IN HEIGHT AND IS PAINTED BLACK.
 PV0557
 PV0557                          STATION RECOVERY (1977)
 PV0557
 PV0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 PV0557'RECOVERED AS DESCRIBED.  THE STATION HAS NEW GUY-WIRING AND IS
 PV0557'NOW ALSO THE SHORTEST OF SEVERAL STACKS IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0318 ***********************************************************************
 NS0318  DESIGNATION -  GIOVANINI
 NS0318  PID         -  NS0318
 NS0318  STATE/COUNTY-  WY/FREMONT
 NS0318  USGS QUAD   -  LANDER SE (1978)
 NS0318
 NS0318                         *CURRENT SURVEY CONTROL
 NS0318  ___________________________________________________________________
 NS0318* NAD 83(1993)-  42 52 28.55851(N)    108 30 10.41674(W)     ADJUSTED  
 NS0318* NAVD 88     -      1689.6    (meters)    5543.     (feet)  VERTCON   
 NS0318  ___________________________________________________________________
 NS0318  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 NS0318  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 NS0318
 NS0318  HORZ ORDER  -  THIRD
 NS0318
 NS0318.The horizontal coordinates were established by classical geodetic methods
 NS0318.and adjusted by the National Geodetic Survey in January 1997..
 NS0318
 NS0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0318
 NS0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0318
 NS0318.The geoid height was determined by GEOID03.
 NS0318
 NS0318;                    North         East     Units Scale Factor Converg.
 NS0318;SPC WYWC     -   263,753.349   620,188.970   MT  0.99994251   +0 10 05.3
 NS0318;UTM  12      - 4,749,914.413   703,953.347   MT  1.00011177   +1 41 58.6
 NS0318
 NS0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0318!SPC WYWC     -   0.99973717  x   0.99994251  =   0.99967969
 NS0318!UTM  12      -   0.99973717  x   1.00011177  =   0.99984891
 NS0318
 NS0318:                Primary Azimuth Mark                     Grid Az
 NS0318:SPC WYWC     -  HUDSON                                   338 35 47.3
 NS0318:UTM  12      -  HUDSON                                   337 03 54.0
 NS0318
 NS0318|---------------------------------------------------------------------|
 NS0318| PID    Reference Object                     Distance      Geod. Az  |
 NS0318|                                                           dddmmss.s |
 NS0318| NS0236 HUDSON                              APPROX. 3.9 KM 3384552.6 |
 NS0318|---------------------------------------------------------------------|
 NS0318
 NS0318                          SUPERSEDED SURVEY CONTROL
 NS0318
 NS0318  NAD 83(1986)-  42 52 28.53962(N)    108 30 10.42344(W) AD(       ) 3
 NS0318  NGVD 29 (11/06/89) 1688.6    (m)         5540.     (f) VERT ANG       
 NS0318
 NS0318.Superseded values are not recommended for survey control.
 NS0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0318.See file dsdata.txt to determine how the superseded data were derived.
 NS0318
 NS0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0395349914(NAD 83)
 NS0318_MARKER: DS = TRIANGULATION STATION DISK
 NS0318_SETTING: 0 = UNSPECIFIED SETTING
 NS0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0318
 NS0318  HISTORY     - Date     Condition        Report By
 NS0318  HISTORY     - 1950     MONUMENTED       USGS
 NS0318
 NS0318                          STATION DESCRIPTION
 NS0318
 NS0318'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0318'STATION IS LOCATED ABOUT 3.5 MI. ESE. OF HUDSON AND 4.5 MI. S. OF
 NS0318'ARAPAHOE INDIAN AGENCY, IN SW. 1/4 SEC. 30, T 34 N, R 97 W.
 NS0318'
 NS0318'TO REACH STATION FROM WORLD WAR II MEMORIAL MONUMENT IN THE CENTER OF
 NS0318'HUDSON, DRIVE TWO BLOCKS N. ON MAIN STREET AND WYOMING STATE HIGHWAY
 NS0318'320, TURN RIGHT AT INTERSECTION AND CONTINUE E. FOR 1.5 MI.  AFTER
 NS0318'PASSING THROUGH GATE AND ACROSS CANAL, TAKE RIGHT FORK AND MAIN
 NS0318'TRAVELED RD., WHICH RUNS ACROSS SAGE COVERED MESA FOR 3.6 MI. TO
 NS0318'Y-FORK, THENCE TAKE DIM LEFT FORK FOR 300 FT., THENCE TURN LEFT (N.)
 NS0318'AND DRIVE 50 FT. CROSS-COUNTRY (N.) TO STATION SITE, WHICH IS
 NS0318'APPROXIMATELY 70 FT. W. OF THE E. BOUNDARY OF THE STOCK DRIVE MARKER
 NS0318'ON A SMALL RIDGE.
 NS0318'
 NS0318'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 2 IN.
 NS0318'ABOVE THE GROUND, STAMPED---WR-GIOVANINI 1950 VA 5541---.
 NS0318'
 NS0318'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0189 ***********************************************************************
 NS0189  DESIGNATION -  GIRRARD
 NS0189  PID         -  NS0189
 NS0189  STATE/COUNTY-  WY/FREMONT
 NS0189  USGS QUAD   -  OLSON SPRINGS (1961)
 NS0189
 NS0189                         *CURRENT SURVEY CONTROL
 NS0189  ___________________________________________________________________
 NS0189* NAD 83(1993)-  42 19 23.44830(N)    108 10 39.45307(W)     ADJUSTED  
 NS0189* NAVD 88     -      2200.2    (meters)    7218.     (feet)  VERTCON   
 NS0189  ___________________________________________________________________
 NS0189  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 NS0189  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 NS0189
 NS0189  HORZ ORDER  -  THIRD
 NS0189
 NS0189.The horizontal coordinates were established by classical geodetic methods
 NS0189.and adjusted by the National Geodetic Survey in January 1997..
 NS0189
 NS0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0189
 NS0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0189
 NS0189.The geoid height was determined by GEOID03.
 NS0189
 NS0189;                    North         East     Units Scale Factor Converg.
 NS0189;SPC WYWC     -   202,631.829   647,178.052   MT  0.99996488   +0 23 07.4
 NS0189;UTM  12      - 4,689,517.953   732,564.790   MT  1.00026553   +1 54 04.3
 NS0189
 NS0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0189!SPC WYWC     -   0.99965714  x   0.99996488  =   0.99962203
 NS0189!UTM  12      -   0.99965714  x   1.00026553  =   0.99992258
 NS0189
 NS0189:                Primary Azimuth Mark                     Grid Az
 NS0189:SPC WYWC     -  RUSS                                     287 01 01.2
 NS0189:UTM  12      -  RUSS                                     285 30 04.3
 NS0189
 NS0189|---------------------------------------------------------------------|
 NS0189| PID    Reference Object                     Distance      Geod. Az  |
 NS0189|                                                           dddmmss.s |
 NS0189| NS0200 RUSS                                APPROX.12.4 KM 2872408.6 |
 NS0189|---------------------------------------------------------------------|
 NS0189
 NS0189                          SUPERSEDED SURVEY CONTROL
 NS0189
 NS0189  NAD 83(1986)-  42 19 23.43317(N)    108 10 39.45221(W) AD(       ) 3
 NS0189  NAD 27      -  42 19 23.59421(N)    108 10 37.10404(W) AD(       ) 3
 NS0189  NGVD 29 (07/19/86) 2199.0    (m)         7215.     (f) VERT ANG       
 NS0189
 NS0189.Superseded values are not recommended for survey control.
 NS0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0189.See file dsdata.txt to determine how the superseded data were derived.
 NS0189
 NS0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM3256589518(NAD 83)
 NS0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0189+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005
 NS0189
 NS0189  HISTORY     - Date     Condition        Report By
 NS0189  HISTORY     - 1948     MONUMENTED       USGS
 NS0189  HISTORY     - 1961     GOOD             USGS
 NS0189  HISTORY     - 20050610 GOOD             INDIV
 NS0189
 NS0189                          STATION DESCRIPTION
 NS0189
 NS0189'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (ATW)
 NS0189'STATION LOCATED ABOUT 17 MI.S. OF U.S. HIGHWAY 287 AND SWEETWATER
 NS0189'SERVICE STATION ON N. RIM OF BISON BASIN.
 NS0189'
 NS0189'TO REACH FROM E. END OF SWEETWATER BRIDGE ON U.S. HIGHWAY.287, 40 MI.E
 NS0189'OF LANDER, GO E. ON HIGHWAY 287, 0.25 MI. TO JUNCTION BISON BASIN RD.
 NS0189'FOLLOW MAIN BISON BASIN RD. -17.35-, 1.85 MI. TO Y.RD. TAKE RIGHT 1.40
 NS0189'MI. TO STREAM CROSSING, 4.85 MI. TO ROAD RIGHT.  KEEP LEFT 1.70 MI. TO
 NS0189'ROAD LEFT, KEEP STRAIGHT 3.45 MI. TO BRIDGE -RD. UNDER CONSTRUCTION
 NS0189'HERE- CONTINUE ON MAIN RD.  4.1 MI. TO 0.1 MI. N. OF WHERE RD. MAKES
 NS0189'BIG SWEEP RIGHT -W.- ALONG N. RIM OF BISON BASIN AND STATION ON LEFT
 NS0189'210 FT. E. OF RD. ON SMALL BARE KNOLL.
 NS0189'
 NS0189'RECOVERED BY A.T. WILLIAMS, 1961.
 NS0189'
 NS0189'STATION MARK - STANDARD CAP SET IN CONCRETE POST PROJECTING 4 IN.
 NS0189'STAMPED --- GIRRARD 1948---.
 NS0189'
 NS0189'REFERENCE MARK NO.1 - 37.40 FT. FROM STATION, PROJECTING 5 IN.,
 NS0189'S 16 DEG 15 MIN W, STAMPED ---1 GIRRARD 1948---.
 NS0189'
 NS0189'REFERENCE MARK NO.2 - 30.20 FT. FROM STATION PROJECTING 2 IN.,
 NS0189'N 84 DEG 22 MIN W, STAMPED ---2 GIRRARD 1948---.
 NS0189
 NS0189                          STATION RECOVERY (2005)
 NS0189
 NS0189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TAJ)
 NS0189'ONE REFERENCE MARKER HAS BEEN HIT, SOME CONCRETE BROKEN AWAY AND
 NS0189'TABLET DAMAGED.  CONTROL MONUMENT IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0852 ***********************************************************************
 OX0852  DESIGNATION -  GLACIER ET
 OX0852  PID         -  OX0852
 OX0852  STATE/COUNTY-  WY/TETON
 OX0852  USGS QUAD   -  RANGER PEAK (1968)
 OX0852
 OX0852                         *CURRENT SURVEY CONTROL
 OX0852  ___________________________________________________________________
 OX0852* NAD 83(1993)-  43 54 09.52299(N)    110 50 45.04879(W)     ADJUSTED  
 OX0852* NAVD 88     -      3332.0    (meters)   10932.     (feet)  VERTCON   
 OX0852  ___________________________________________________________________
 OX0852  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 OX0852  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 OX0852
 OX0852  HORZ ORDER  -  THIRD
 OX0852
 OX0852.The horizontal coordinates were established by classical geodetic methods
 OX0852.and adjusted by the National Geodetic Survey in January 1997..
 OX0852
 OX0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0852
 OX0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0852
 OX0852.The geoid height was determined by GEOID03.
 OX0852
 OX0852;                    North         East     Units Scale Factor Converg.
 OX0852;SPC WY W     -   478,215.439   738,745.532   MT  0.99998363   -0 31 43.6
 OX0852;UTM  12      - 4,861,071.506   512,379.281   MT  0.99960188   +0 06 24.8
 OX0852
 OX0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0852!SPC WY W     -   0.99947914  x   0.99998363  =   0.99946278
 OX0852!UTM  12      -   0.99947914  x   0.99960188  =   0.99908123
 OX0852
 OX0852:                Primary Azimuth Mark                     Grid Az
 OX0852:SPC WY W     -  MOOSE                                    080 19 30.9
 OX0852:UTM  12      -  MOOSE                                    079 41 22.5
 OX0852
 OX0852|---------------------------------------------------------------------|
 OX0852| PID    Reference Object                     Distance      Geod. Az  |
 OX0852|                                                           dddmmss.s |
 OX0852| OX0846 MOOSE                               APPROX. 5.5 KM 0794747.3 |
 OX0852|---------------------------------------------------------------------|
 OX0852
 OX0852                          SUPERSEDED SURVEY CONTROL
 OX0852
 OX0852  NAD 83(1993)-  43 54 09.51984(N)    110 50 45.04591(W) AD(       ) 3
 OX0852  NAD 83(1986)-  43 54 09.51719(N)    110 50 45.03301(W) AD(       ) 3
 OX0852  NAD 27      -  43 54 09.77645(N)    110 50 42.24402(W) AD(       ) 3
 OX0852  NGVD 29 (07/19/86) 3330.5    (m)        10927.     (f) VERT ANG       
 OX0852
 OX0852.Superseded values are not recommended for survey control.
 OX0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0852.See file dsdata.txt to determine how the superseded data were derived.
 OX0852
 OX0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1237961072(NAD 83)
 OX0852_MARKER: DD = SURVEY DISK
 OX0852_SETTING: 66 = SET IN ROCK OUTCROP
 OX0852_SP_SET: SET IN ROCK OUTCROP
 OX0852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0852+STABILITY: POSITION/ELEVATION WELL
 OX0852
 OX0852  HISTORY     - Date     Condition        Report By
 OX0852  HISTORY     - 1931     MONUMENTED       USGS
 OX0852  HISTORY     - 1968     GOOD             USGS
 OX0852
 OX0852                          STATION DESCRIPTION
 OX0852
 OX0852'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 OX0852'ON THE HIGHEST POINT OF THE DIVIDE BETWEEN MOOSE BASIN AND BITCH
 OX0852'CREEK, A LONG RED TOPPED RIDGE.  STATION IS ON A LARGE ROCK ABOUT
 OX0852'200 FT. N. OF AND 3 FT. LOWER THAN THE HIGHEST POINT, WHICH IS A
 OX0852'MASS OF LOOSE ROCK.  BEST REACHED FROM THE E. BY FOLLOWING THE
 OX0852'WEBB CANYON TRAIL TO MOOSE BASIN, TAKING TRAIL UP W. BRANCH, THEN
 OX0852'WORKING UP RIDGE TO S. OF GULCH.  HORSES CAN BE TAKEN WITHIN ABOUT
 OX0852'AN HOUR OF THE STATION.
 OX0852
 OX0852                          STATION RECOVERY (1968)
 OX0852
 OX0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0852'RECOVERED BY HELICOPTER.
 OX0852'
 OX0852'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---GLACIER 1931 ET
 OX0852'1968---, SET IN LARGE ROCK.
 OX0852'
 OX0852'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, STAMPED
 OX0852'---GLACIER NO. 1, 1931---, IN ANOTHER LARGE ROCK, DISTANT 12.0 FT.,
 OX0852'S 01 DEG E.
 OX0852'
 OX0852'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, STAMPED
 OX0852'---GLACIER NO. 2, 1931---, IN A THIRD LARGE ROCK, DISTANT 11.8 FT.,
 OX0852'N 68 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1250 ***********************************************************************
 MO1250  DESIGNATION -  GLCSKP 1
 MO1250  PID         -  MO1250
 MO1250  STATE/COUNTY-  WY/ALBANY
 MO1250  USGS QUAD   -  PILOT HILL (1992)
 MO1250
 MO1250                         *CURRENT SURVEY CONTROL
 MO1250  ___________________________________________________________________
 MO1250* NAD 83(1993)-  41 15 09.39020(N)    105 28 48.07002(W)     ADJUSTED  
 MO1250* NAVD 88     -      2536.     (meters)    8320.     (feet)  SCALED    
 MO1250  ___________________________________________________________________
 MO1250  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 MO1250  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 MO1250
 MO1250  HORZ ORDER  -  THIRD
 MO1250
 MO1250.The horizontal coordinates were established by classical geodetic methods
 MO1250.and adjusted by the National Geodetic Survey in January 1997..
 MO1250
 MO1250.The orthometric height was scaled from a topographic map.
 MO1250
 MO1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1250
 MO1250.The geoid height was determined by GEOID03.
 MO1250
 MO1250;                    North         East     Units Scale Factor Converg.
 MO1250;SPC WY E     -    83,620.434   173,738.542   MT  0.99994598   -0 12 23.8
 MO1250;UTM  13      - 4,566,910.688   459,784.091   MT  0.99961990   -0 18 59.5
 MO1250
 MO1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1250!SPC WY E     -   0.99960418  x   0.99994598  =   0.99955019
 MO1250!UTM  13      -   0.99960418  x   0.99961990  =   0.99922423
 MO1250
 MO1250:                Primary Azimuth Mark                     Grid Az
 MO1250:SPC WY E     -  PILOT 2                                  019 28 39.1
 MO1250:UTM  13      -  PILOT 2                                  019 35 14.8
 MO1250
 MO1250|---------------------------------------------------------------------|
 MO1250| PID    Reference Object                     Distance      Geod. Az  |
 MO1250|                                                           dddmmss.s |
 MO1250| MO1246 PILOT 2                             APPROX. 6.8 KM 0191615.3 |
 MO1250| MO1259 LARAMIE CEMENT PLANT STACK          APPROX.10.5 KM 2800202.9 |
 MO1250|---------------------------------------------------------------------|
 MO1250
 MO1250                          SUPERSEDED SURVEY CONTROL
 MO1250
 MO1250  NAD 83(1986)-  41 15 09.37210(N)    105 28 48.06862(W) AD(       ) 3
 MO1250  NAD 27      -  41 15 09.44812(N)    105 28 46.11179(W) AD(       ) 3
 MO1250
 MO1250.Superseded values are not recommended for survey control.
 MO1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1250.See file dsdata.txt to determine how the superseded data were derived.
 MO1250
 MO1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5978466911(NAD 83)
 MO1250_MARKER: DD = SURVEY DISK
 MO1250_SETTING: 66 = SET IN ROCK OUTCROP
 MO1250_SP_SET: SET IN A ROCK LEDGE
 MO1250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1250+STABILITY: POSITION/ELEVATION WELL
 MO1250
 MO1250  HISTORY     - Date     Condition        Report By
 MO1250  HISTORY     - 1947     MONUMENTED       USGS
 MO1250
 MO1250                          STATION DESCRIPTION
 MO1250
 MO1250'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1250'STATION IS LOCATED IN SEC. 20, T 15 N, R 72 W, ON LEDGE ROCK, 200
 MO1250'FT. E. OF END OF RIDGE (NOSE) AND 750 FT. S. OF DIM RD.
 MO1250'
 MO1250'TO REACH FROM LARAMIE, GO E. OUT GRAND AVE. AND U.S. HIGHWAY 30 5.5
 MO1250'MI. TO T-RD. S. AT CULVERT, THENCE RIGHT 0.1 MI. TO T-RD., THENCE 0.2
 MO1250'MI. TO RD. JUNCTION, THENCE E. (LEFT) ON DIM RD. 1.9 MI.  WALK 750
 MO1250'FT. S. TO TOP OF RIDGE AND STATION.
 MO1250'
 MO1250'STATION MARK--STANDARD TABLET, SET IN LEDGE ROCK, FLUSH WITH
 MO1250'GROUND.
 MO1250'
 MO1250'REFERENCE MARK NO. 1--DRILL HOLE IN CHISELED ARROW, 34.25 FT. SSW. OF
 MO1250'STATION, N 19 DEG 44 MIN E.
 MO1250'
 MO1250'REFERENCE MARK NO. 2--DRILL HOLE IN CHISELED ARROW, 27.78 FT. SE. OF
 MO1250'STATION, N 49 DEG 46 MIN W.
 MO1250'
 MO1250'REFERENCE MARKS NO. 1 AND 2 ARE 35.79 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0673 ***********************************************************************
 NQ0673  DESIGNATION -  GLEN
 NQ0673  PID         -  NQ0673
 NQ0673  STATE/COUNTY-  WY/CONVERSE
 NQ0673  USGS QUAD   -  HYLTON RANCH (1974)
 NQ0673
 NQ0673                         *CURRENT SURVEY CONTROL
 NQ0673  ___________________________________________________________________
 NQ0673* NAD 83(1993)-  42 53 44.83407(N)    105 52 05.18306(W)     ADJUSTED  
 NQ0673* NAVD 88     -      1684.9    (meters)    5528.     (feet)  VERTCON   
 NQ0673  ___________________________________________________________________
 NQ0673  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 NQ0673  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 NQ0673
 NQ0673  HORZ ORDER  -  THIRD
 NQ0673  VERT ORDER  -  THIRD ? (See Below)
 NQ0673
 NQ0673.The horizontal coordinates were established by classical geodetic methods
 NQ0673.and adjusted by the National Geodetic Survey in January 1997..
 NQ0673
 NQ0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0673.The vertical order pertains to the NGVD 29 superseded value.
 NQ0673
 NQ0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0673
 NQ0673.The geoid height was determined by GEOID03.
 NQ0673
 NQ0673;                    North         East     Units Scale Factor Converg.
 NQ0673;SPC WY E     -   266,316.029   142,710.831   MT  0.99997786   -0 28 38.9
 NQ0673;UTM  13      - 4,749,607.747   429,122.409   MT  0.99966180   -0 35 27.3
 NQ0673
 NQ0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0673!SPC WY E     -   0.99973802  x   0.99997786  =   0.99971589
 NQ0673!UTM  13      -   0.99973802  x   0.99966180  =   0.99939991
 NQ0673
 NQ0673:                Primary Azimuth Mark                     Grid Az
 NQ0673:SPC WY E     -  DEER                                     180 12 01.9
 NQ0673:UTM  13      -  DEER                                     180 18 50.3
 NQ0673
 NQ0673|---------------------------------------------------------------------|
 NQ0673| PID    Reference Object                     Distance      Geod. Az  |
 NQ0673|                                                           dddmmss.s |
 NQ0673| NQ0676 DEER                                APPROX. 7.8 KM 1794323.0 |
 NQ0673|---------------------------------------------------------------------|
 NQ0673
 NQ0673                          SUPERSEDED SURVEY CONTROL
 NQ0673
 NQ0673  NAD 83(1986)-  42 53 44.81660(N)    105 52 05.16536(W) AD(       ) 3
 NQ0673  NAD 27      -  42 53 44.93647(N)    105 52 03.15116(W) AD(       ) 3
 NQ0673  NGVD 29 (07/19/86) 1684.0    (m)         5525.     (f) LEVELING    3  
 NQ0673
 NQ0673.Superseded values are not recommended for survey control.
 NQ0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0673.See file dsdata.txt to determine how the superseded data were derived.
 NQ0673
 NQ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2912249608(NAD 83)
 NQ0673_MARKER: DD = SURVEY DISK
 NQ0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0673_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0673+STABILITY: SURFACE MOTION
 NQ0673
 NQ0673  HISTORY     - Date     Condition        Report By
 NQ0673  HISTORY     - 1947     MONUMENTED       USGS
 NQ0673
 NQ0673                          STATION DESCRIPTION
 NQ0673
 NQ0673'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0673'LOCATED ON THE HIGHEST POINT AT THE S. END OF A N-S. RIDGE OVERLOOKING
 NQ0673'VALLEYS E. AND W., NORTH PLATTE RIVER VALLEY AND TOWN OF GLENROCK TO
 NQ0673'THE S., ABOUT 2.00 MI. N. OF GLENROCK, LOCATED NEAR THE NW. CORNER
 NQ0673'SEC. 28, T 34 N, R 75 W.
 NQ0673'
 NQ0673'TO REACH FROM GLENROCK, FROM THIRD AND MAIN STREETS GO N. ON THIRD
 NQ0673'STREET 0.95 MI. CROSSING NORTH PLATTE RIVER TO END OF RD. N. AT E-W.
 NQ0673'RD. ABOUT 50 FT. N. OF UNDERPASS (CHICAGO, BURLINGTON, AND QUINCY
 NQ0673'RAILROAD), TURN E. AND GO 2.50 MI. NE. UP HILL PAST GLENROCK CITY
 NQ0673'DUMP TO Y-RD. N. TO BADGER COAL MINE, TAKE LEFT FORK (N.) 75 FT. AND
 NQ0673'TURN W. ON DIM RD. ACROSS FIELD, CONTINUE W. ON DIM RD. FOR 0.70 MI.
 NQ0673'TO THREE GATES IN N-S. FENCE, GO THROUGH GATE AND CONTINUE W. 0.40
 NQ0673'MI. PAST ABANDONED WELL TO TOP OF SMALL RIDGE, TURN SW. AND FOLLOW
 NQ0673'ERRATIC FENCE LINE AT RIM OF RIDGE FOR 0.70 MI. TO HIGHEST POINT AND
 NQ0673'STATION.
 NQ0673'
 NQ0673'STATION MARK--STANDARD TABLET STAMPED ---GLEN 1947--- SET IN AN 8 BY
 NQ0673'8 BY 48 IN. CONCRETE POST.
 NQ0673'
 NQ0673'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN AN 8 BY 8 BY
 NQ0673'48 IN. CONCRETE POST, TABLET STAMPED ---GLEN NO. 1 1947---, 28.35 FT.
 NQ0673'FROM STATION, S 75 DEG 12 MIN W.
 NQ0673'
 NQ0673'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN AN 8 BY 8 BY
 NQ0673'48 IN. CONCRETE POST, TABLET STAMPED ---GLEN NO. 2 1947---, 23.20 FT.
 NQ0673'FROM STATION, N 08 DEG 44 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0846 ***********************************************************************
 MR0846  DESIGNATION -  GLENCOE
 MR0846  PID         -  MR0846
 MR0846  STATE/COUNTY-  WY/LINCOLN
 MR0846  USGS QUAD   -  ELKOL (1978)
 MR0846
 MR0846                         *CURRENT SURVEY CONTROL
 MR0846  ___________________________________________________________________
 MR0846* NAD 83(1993)-  41 44 46.97421(N)    110 34 09.43445(W)     ADJUSTED  
 MR0846* NAVD 88     -      2101.8    (meters)    6896.     (feet)  VERTCON   
 MR0846  ___________________________________________________________________
 MR0846  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 MR0846  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MR0846
 MR0846  HORZ ORDER  -  SECOND
 MR0846
 MR0846.The horizontal coordinates were established by classical geodetic methods
 MR0846.and adjusted by the National Geodetic Survey in January 1997..
 MR0846
 MR0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0846
 MR0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0846
 MR0846.The geoid height was determined by GEOID03.
 MR0846
 MR0846;                    North         East     Units Scale Factor Converg.
 MR0846;SPC WY W     -   238,524.016   759,581.335   MT  0.99995760   -0 19 24.8
 MR0846;UTM  12      - 4,621,707.528   535,811.927   MT  0.99961578   +0 17 12.4
 MR0846
 MR0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0846!SPC WY W     -   0.99967269  x   0.99995760  =   0.99963030
 MR0846!UTM  12      -   0.99967269  x   0.99961578  =   0.99928859
 MR0846
 MR0846:                Primary Azimuth Mark                     Grid Az
 MR0846:SPC WY W     -  KEMMERER WYOMING HWY DEPT MAST           046 09 54.6
 MR0846:UTM  12      -  KEMMERER WYOMING HWY DEPT MAST           045 33 17.4
 MR0846
 MR0846|---------------------------------------------------------------------|
 MR0846| PID    Reference Object                     Distance      Geod. Az  |
 MR0846|                                                           dddmmss.s |
 MR0846| MR0836 KEMMERER WYOMING HWY DEPT MAST      APPROX. 7.1 KM 0455029.8 |
 MR0846| CP5398 GLENCOE RM 2                         10.231 METERS 07958     |
 MR0846| MR0835 ELKOL UTAH POWER AND LT CO STK      APPROX. 2.7 KM 2965757.4 |
 MR0846| CP5397 GLENCOE RM 1                         11.153 METERS 35608     |
 MR0846|---------------------------------------------------------------------|
 MR0846
 MR0846                          SUPERSEDED SURVEY CONTROL
 MR0846
 MR0846  NAD 83(1986)-  41 44 46.96496(N)    110 34 09.43164(W) AD(       ) 2
 MR0846  NAD 27      -  41 44 47.15200(N)    110 34 06.81870(W) AD(       ) 2
 MR0846  NGVD 29 (07/19/86) 2100.4    (m)         6891.     (f) VERT ANG       
 MR0846
 MR0846.Superseded values are not recommended for survey control.
 MR0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0846.See file dsdata.txt to determine how the superseded data were derived.
 MR0846
 MR0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3581221708(NAD 83)
 MR0846_MARKER: DS = TRIANGULATION STATION DISK
 MR0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0846
 MR0846  HISTORY     - Date     Condition        Report By
 MR0846  HISTORY     - 1962     MONUMENTED       CGS
 MR0846
 MR0846                          STATION DESCRIPTION
 MR0846
 MR0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0846'STATION IS ON THE EAST SIDE OF U.S. HIGHWAY 189, ABOUT 3-3/4 MILES
 MR0846'SOUTHWEST OF KEMMERER, 3/4 MILE NORTHWEST OF THE GLENCOE
 MR0846'RAILROAD JUNCTION AND ON A SMALL HILL.
 MR0846'
 MR0846'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30N AND 189 IN THE
 MR0846'SOUTHEAST PART OF DIAMONDVILLE.  GO WESTERLY ON U.S. HIGHWAY
 MR0846'189 FOR 2.2 MILES TO A CONCRETE BRIDGE AND 1 JRP (USGS) ON
 MR0846'THE RIGHT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.1 MILE TO A
 MR0846'PAVED SIDE ROAD RIGHT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.4
 MR0846'MILE TO THE STATION ON THE LEFT.
 MR0846'
 MR0846'STATION MARK IS A STANDARD DISK, STAMPED GLENCOE 1962.  THE
 MR0846'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 MR0846'POST PROJECTING 6 INCHES.  IT IS 5 FEET EAST OF A POWERLINE
 MR0846'POLE, 4 FEET SOUTH OF A WITNESS POST, 133 FEET EAST AND 30 FEET
 MR0846'HIGHER THAN U.S. HIGHWAY 189.
 MR0846'
 MR0846'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GLENCOE NO 1 1962,
 MR0846'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0846'4 INCHES.  IT IS 38 FEET NORTH OF THE POWERLINE POLE, 136 FEET
 MR0846'EAST AND 30 FEET HIGHER THAN THE HIGHWAY AND ABOUT THE SAME
 MR0846'ELEVATION AS THE STATION.
 MR0846'
 MR0846'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GLENCOE NO 2 1962,
 MR0846'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0846'6 INCHES.  IT IS 38 FEET EAST OF THE POWERLINE POLE, 167 FEET
 MR0846'EAST AND 30 FEET HIGHER THAN THE HIGHWAY AND ABOUT THE SAME
 MR0846'ELEVATION AS THE STATION.
 MR0846'
 MR0846'1 JRP (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 MR0846'STAMPED 1 JRP 1961, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST
 MR0846'CORNER OF THE BRIDGE ABUTMENT.  IT IS 22 FEET WEST OF THE
 MR0846'CENTERLINE OF U.S. HIGHWAY 189 AND ABOUT 2 FEET LOWER THAN THE
 MR0846'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0592 ***********************************************************************
 NQ0592  DESIGNATION -  GLENDO
 NQ0592  PID         -  NQ0592
 NQ0592  STATE/COUNTY-  WY/PLATTE
 NQ0592  USGS QUAD   -  SIBLEY PEAK (1981)
 NQ0592
 NQ0592                         *CURRENT SURVEY CONTROL
 NQ0592  ___________________________________________________________________
 NQ0592* NAD 83(1993)-  42 29 55.84427(N)    105 01 05.92916(W)     ADJUSTED  
 NQ0592* NAVD 88     -      1498.5    (meters)    4916.     (feet)  VERTCON   
 NQ0592  ___________________________________________________________________
 NQ0592  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 NQ0592  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 NQ0592
 NQ0592  HORZ ORDER  -  SECOND
 NQ0592
 NQ0592.The horizontal coordinates were established by classical geodetic methods
 NQ0592.and adjusted by the National Geodetic Survey in January 1997..
 NQ0592
 NQ0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0592
 NQ0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0592
 NQ0592.The geoid height was determined by GEOID03.
 NQ0592
 NQ0592;                    North         East     Units Scale Factor Converg.
 NQ0592;SPC WY E     -   221,995.758   212,193.934   MT  0.99993933   +0 06 00.8
 NQ0592;UTM  13      - 4,705,165.063   498,495.210   MT  0.99960003   -0 00 44.5
 NQ0592
 NQ0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0592!SPC WY E     -   0.99976724  x   0.99993933  =   0.99970658
 NQ0592!UTM  13      -   0.99976724  x   0.99960003  =   0.99936736
 NQ0592
 NQ0592|---------------------------------------------------------------------|
 NQ0592| PID    Reference Object                     Distance      Geod. Az  |
 NQ0592|                                                           dddmmss.s |
 NQ0592| CQ3821 GLENDO RM 1                          12.600 METERS 20729     |
 NQ0592| CQ3820 GLENDO AZ MK                                       2662112.6 |
 NQ0592| CQ3822 GLENDO RM 2                          24.450 METERS 30002     |
 NQ0592|---------------------------------------------------------------------|
 NQ0592
 NQ0592                          SUPERSEDED SURVEY CONTROL
 NQ0592
 NQ0592  NAD 83(1986)-  42 29 55.82301(N)    105 01 05.91944(W) AD(       ) 2
 NQ0592  NAD 27      -  42 29 55.93500(N)    105 01 04.02100(W) AD(       ) 2
 NQ0592  NGVD 29 (07/19/86) 1497.7    (m)         4914.     (f) VERT ANG       
 NQ0592
 NQ0592.Superseded values are not recommended for survey control.
 NQ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0592.See file dsdata.txt to determine how the superseded data were derived.
 NQ0592
 NQ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9849505165(NAD 83)
 NQ0592_MARKER: DS = TRIANGULATION STATION DISK
 NQ0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0592
 NQ0592  HISTORY     - Date     Condition        Report By
 NQ0592  HISTORY     - 1948     MONUMENTED       CGS
 NQ0592  HISTORY     - 1977     GOOD             NGS
 NQ0592
 NQ0592                          STATION DESCRIPTION
 NQ0592
 NQ0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0592'STATION IS LOCATED IN T29N., R69W., ABOUT 0.5 MILE SOUTHEAST
 NQ0592'OF THE SMALL VILLAGE OF GLENDO, ON THE SOUTHWEST END OF A
 NQ0592'FLAT-TOPPED MESA, 23 PACES NORTHEAST OF SOUTHWEST END OF MESA,
 NQ0592'19 PACES SOUTH OF EAST AND WEST FENCE LINE, 16 PACES WEST OF
 NQ0592'EAST EDGE OF MESA, 6 FEET EAST OF WHITE WITNESS POST, PROJECTS
 NQ0592'6 INCHES, AND STAMPED, GLENDO 1948.
 NQ0592'
 NQ0592'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 NQ0592'6 PACES NORTH OF SOUTHWEST END OF MESA, PROJECTS 4 INCHES,
 NQ0592'AND STAMPED, GLENDO NO 1 1948.
 NQ0592'
 NQ0592'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN
 NQ0592'STATION, ON WEST EDGE OF MESA, PROJECTS 6 INCHES, AND STAMPED,
 NQ0592'GLENDO NO 2 1948.
 NQ0592'
 NQ0592'AZIMUTH MARK IS A BRONZE DISK SET IN NORTHEAST WING-WALL OF
 NQ0592'OVERPASS ON U.S. HIGHWAY 87 OVER RAILROAD TRACKS, PROJECTS 2
 NQ0592'FEET, AND STAMPED, GLENDO 1948.
 NQ0592'
 NQ0592'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN GLENDO, GO
 NQ0592'SOUTH ON U.S. HIGHWAY 87 FOR 0.3 MILE TO NORTH END OF OVERPASS
 NQ0592'AND AZIMUTH IN THE NORTHEAST WING WALL.
 NQ0592'
 NQ0592'TO REACH THE STATION FROM THE POST OFFICE IN GLENDO, GO NORTH
 NQ0592'ON U.S. HIGHWAY 87 FOR 0.15 MILE TO STREET LEADING EAST.
 NQ0592'TURN RIGHT (EAST) FOR 0.2 MILE TO SCHOOL HOUSE.  TURN LEFT
 NQ0592'(NORTH) FOR 0.1 MILE TO GATE AT WINDMILL (THIS IS THE MOST
 NQ0592'NORTHEASTERLY HOUSE IN GLENDO).  PASS THROUGH GATE AND GO EAST
 NQ0592'FOR 0.25 MILE TO GATE IN FENCE LINE.  GO THROUGH GATE AND GO
 NQ0592'SOUTHEAST ACROSS PASTURE TO NORTHEAST END OF MESA, THE ONLY
 NQ0592'PLACE WHERE TRUCK CAN BE DRIVEN TO TOP--FROM NORTHEAST END
 NQ0592'OF MESA, GO SOUTHWEST ALONG TOP OF MESA FOR 0.25 MILE TO
 NQ0592'FENCE AND END OF TRUCK TRAVEL.  STATION IS ABOUT 125 YARDS
 NQ0592'SOUTHWEST OF THIS FENCE.
 NQ0592
 NQ0592                          STATION RECOVERY (1977)
 NQ0592
 NQ0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NQ0592'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THERE
 NQ0592'HAS BEEN SOME DIGGING ON HILL.  REFERENCE MARK NUMBER 1 NOW
 NQ0592'PROJECTS ABOUT 8 INCHES BUT IS ERECT AND SOLID IN GROUND.
 NQ0592'
 NQ0592'STATION IS NOW REACHED FROM THE POST OFFICE.  GO SOUTH ON MAIN
 NQ0592'STREET, U.S. HIGHWAY 87 FOR 0.05 MILE TO A SURFACED STREET LEFT.
 NQ0592'TURN LEFT AND GO EAST AND SOUTH ON THE SURFACED STREET WHICH
 NQ0592'BECOMES GRAVELED FOR 0.45 MILE TO A FORK, KEEP RIGHT AND CONTINUE
 NQ0592'0.4 MILE TO A TRACK ROAD ON RIGHT.  TURN RIGHT AND FOLLOW A TRACK
 NQ0592'ROAD WEST, SOUTHWEST AND WESTERLY TO TOP AND ALONG TOP OF HILL FOR
 NQ0592'0.35 MILE TO A FENCELINE.  CROSS FENCE AND WALK SOUTHWESTERLY
 NQ0592'ALONG AN OLD TRACK ROAD FOR ABOUT 0.05 MILE TO ANOTHER
 NQ0592'FENCELINE.  STATION MARK IS ABOUT 50 FEET SOUTH OF THE FENCELINE
 NQ0592'FROM THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0679 ***********************************************************************
 NQ0679  DESIGNATION -  GLENROCK
 NQ0679  PID         -  NQ0679
 NQ0679  STATE/COUNTY-  WY/CONVERSE
 NQ0679  USGS QUAD   -  PARKERTON (1973)
 NQ0679
 NQ0679                         *CURRENT SURVEY CONTROL
 NQ0679  ___________________________________________________________________
 NQ0679* NAD 83(1993)-  42 51 13.84296(N)    105 53 43.69072(W)     ADJUSTED  
 NQ0679* NAVD 88     -      1613.0    (meters)    5292.     (feet)  VERTCON   
 NQ0679  ___________________________________________________________________
 NQ0679  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 NQ0679  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 NQ0679
 NQ0679  HORZ ORDER  -  SECOND
 NQ0679
 NQ0679.The horizontal coordinates were established by classical geodetic methods
 NQ0679.and adjusted by the National Geodetic Survey in January 1997..
 NQ0679
 NQ0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0679
 NQ0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0679
 NQ0679.The geoid height was determined by GEOID03.
 NQ0679
 NQ0679;                    North         East     Units Scale Factor Converg.
 NQ0679;SPC WY E     -   261,675.933   140,435.640   MT  0.99998113   -0 29 44.5
 NQ0679;UTM  13      - 4,744,973.627   426,838.760   MT  0.99966585   -0 36 32.6
 NQ0679
 NQ0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0679!SPC WY E     -   0.99974925  x   0.99998113  =   0.99973039
 NQ0679!UTM  13      -   0.99974925  x   0.99966585  =   0.99941519
 NQ0679
 NQ0679:                Primary Azimuth Mark                     Grid Az
 NQ0679:SPC WY E     -  GLENROCK CONOCO STACK TOP                036 50 45.7
 NQ0679:UTM  13      -  GLENROCK CONOCO STACK TOP                036 57 33.8
 NQ0679
 NQ0679|---------------------------------------------------------------------|
 NQ0679| PID    Reference Object                     Distance      Geod. Az  |
 NQ0679|                                                           dddmmss.s |
 NQ0679| NQ0680 GLENROCK CONOCO STACK TOP           APPROX. 1.1 KM 0362101.2 |
 NQ0679| NQ0652 WELCH STA STANOLIND PLINE TANK      APPROX.14.9 KM 0882152.2 |
 NQ0679| CQ3824 GLENROCK RM 1                        10.518 METERS 11258     |
 NQ0679| CQ3825 GLENROCK RM 2                        10.833 METERS 20049     |
 NQ0679| CQ3823 GLENROCK AZ MK                                     3160445.2 |
 NQ0679|---------------------------------------------------------------------|
 NQ0679
 NQ0679                          SUPERSEDED SURVEY CONTROL
 NQ0679
 NQ0679  NAD 83(1986)-  42 51 13.82639(N)    105 53 43.67321(W) AD(       ) 2
 NQ0679  NAD 27      -  42 51 13.94800(N)    105 53 41.65600(W) AD(       ) 2
 NQ0679  NGVD 29 (07/19/86) 1612.1    (m)         5289.     (f) VERT ANG       
 NQ0679
 NQ0679.Superseded values are not recommended for survey control.
 NQ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0679.See file dsdata.txt to determine how the superseded data were derived.
 NQ0679
 NQ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2683944974(NAD 83)
 NQ0679_MARKER: DS = TRIANGULATION STATION DISK
 NQ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0679
 NQ0679  HISTORY     - Date     Condition        Report By
 NQ0679  HISTORY     - 1948     MONUMENTED       CGS
 NQ0679  HISTORY     - 1974     GOOD             DMA
 NQ0679
 NQ0679                          STATION DESCRIPTION
 NQ0679
 NQ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0679'THE STATION IS LOCATED IN T. 33 N., R. 76 W., ON THE NORTHWEST
 NQ0679'END AND HIGHEST PART OF THE BARE RIDGE ON THE SOUTH SIDE OF
 NQ0679'THE NORTH PLATTE RIVER, ABOUT 1 MILE AIRLINE WEST-SOUTHWEST
 NQ0679'OF GLENROCK, ABOUT 0.5 MILE SOUTHWEST OF THE CONTINENTAL OIL
 NQ0679'REFINERY, AND ABOUT 0.3 MILE AIRLINE SOUTH OF U.S. HIGHWAY
 NQ0679'20 AND 87, 8 PACES SOUTH OF THE NORTH EDGE OF RIDGE, 8 PACES
 NQ0679'EAST OF THE WEST EDGE OF THE RIDGE, AND 8 FEET EAST OF A WHITE
 NQ0679'WITNESS POST.  THE STATION MARK PROJECTS 6 INCHES AND IS
 NQ0679'STAMPED, GLENROCK 1948.
 NQ0679'
 NQ0679'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 NQ0679'STATION MARK.  IT PROJECTS 4 INCHES AND IS STAMPED, GLENROCK
 NQ0679'NO 1 1948.
 NQ0679'
 NQ0679'REFERENCE MARK NO. 2 IS ON THE WEST EDGE OF RIDGE AND IS
 NQ0679'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT
 NQ0679'PROJECTS 4 INCHES AND IS STAMPED, GLENROCK NO 2 1948.
 NQ0679'
 NQ0679'THE AZIMUTH MARK IS SET IN THE TOP OF THE SOUTHWEST CORNER OF
 NQ0679'A CONCRETE LIVESTOCK UNDERPASS, 16 PACES SOUTH OF THE
 NQ0679'CENTERLINE OF U.S. HIGHWAY 20 AND 87, AND 4 FEET SOUTHWEST
 NQ0679'OF A WHITE WITNESS POST.  IT IS FLUSH AND STAMPED, GLENROCK 1948.
 NQ0679'
 NQ0679'TO REACH THE AZIMUTH MARK FROM THE CAUTION LIGHT IN GLENROCK GO
 NQ0679'WEST ON U.S. HIGHWAY 20 AND 87 FOR 1.7 MILE TO AZIMUTH ON THE
 NQ0679'LEFT, SOUTH.
 NQ0679'
 NQ0679'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE INTERSECTION
 NQ0679'OF MAIN STREET AND U.S. HIGHWAY 20 AND 87 IN GLENROCK, GO SOUTH
 NQ0679'ON MAIN STREET FOR 0.5 MILE TO FORK.  TAKE RIGHT FORK MAIN
 NQ0679'TRAVELED ROAD AND GO 1.30 MILE TO A CROSSROAD AT THE POINT
 NQ0679'WHERE A POWER LINE CROSSES THE ROAD.  TAKE THE RIGHT FORK FOR
 NQ0679'ABOUT 150 FEET TO FENCE CORNER.  TURN RIGHT AROUND FENCE CORNER
 NQ0679'AND GO 0.1 MILE TO GATE.  PASS THROUGH GATE AND FOLLOW THE
 NQ0679'POWER LINE 0.9 MILE TO A GATE IN FENCE CORNER.  PASS THROUGH
 NQ0679'GATE AND CONTINUE TO THE TOP OF RIDGE.  THENCE LEFT ALONG THE
 NQ0679'TOP OF RIDGE FOR 0.3 MILE TO THE STATION.  A DRIVE STATION.
 NQ0679
 NQ0679                          STATION RECOVERY (1974)
 NQ0679
 NQ0679'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 NQ0679'THE STATION WAS RECOVERED IN GOOD CONDITION, BUT WITH FOLLOWING
 NQ0679'CHANGES TO THE TO REACH--TO REACH FROM THE INTERSECTION OF FOURTH
 NQ0679'STREET AND US HIGHWAYS 20-87 IN GLENROCK, PROCEED SOUTH ON FOURTH
 NQ0679'STREET FOR 1 MILE TO A DIRT ROAD TO THE RIGHT.  TURN RIGHT,
 NQ0679'SOUTHWEST, AND CONTINUE FOR 0.45 MILES TO A FORK IN THE ROAD.
 NQ0679'TAKE THE RIGHT FORK, NORTHWEST AND CONTINUE FOR 0.05 MILES TO A
 NQ0679'SECOND FORK.  TAKE THE LEFT FORK, WEST AND CONTINUE FOR 0.1
 NQ0679'MILES TO A CATTLE GUARD.  PASS THROUGH THE CATTLE GUARD AND
 NQ0679'CONTINUE TO A FORK IN THE ROAD.  TAKE THE RIGHT FORK,
 NQ0679'WESTERLY AND CONTINUE ALONG THE TOP OF THE RIDGE TOWARDS A SMALL
 NQ0679'MICROWAVE STATION AT THE WEST END ABOUT 0.4 MILES FROM THE CATTLE
 NQ0679'GUARD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0680 ***********************************************************************
 NQ0680  DESIGNATION -  GLENROCK CONOCO STACK TOP
 NQ0680  PID         -  NQ0680
 NQ0680  STATE/COUNTY-  WY/CONVERSE
 NQ0680  USGS QUAD   -  PARKERTON (1973)
 NQ0680
 NQ0680                         *CURRENT SURVEY CONTROL
 NQ0680  ___________________________________________________________________
 NQ0680* NAD 83(1993)-  42 51 42.65943(N)    105 53 14.86245(W)     ADJUSTED  
 NQ0680* NAVD 88     -                                                        
 NQ0680  ___________________________________________________________________
 NQ0680  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 NQ0680  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 NQ0680
 NQ0680  HORZ ORDER  -  THIRD
 NQ0680
 NQ0680.The horizontal coordinates were established by classical geodetic methods
 NQ0680.and adjusted by the National Geodetic Survey in January 1997..
 NQ0680
 NQ0680
 NQ0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0680
 NQ0680.The geoid height was determined by GEOID03.
 NQ0680
 NQ0680;                    North         East     Units Scale Factor Converg.
 NQ0680;SPC WY E     -   262,559.479   141,097.726   MT  0.99998017   -0 29 25.2
 NQ0680;UTM  13      - 4,745,855.583   427,502.383   MT  0.99966466   -0 36 13.3
 NQ0680
 NQ0680                          SUPERSEDED SURVEY CONTROL
 NQ0680
 NQ0680  NAD 83(1986)-  42 51 42.64606(N)    105 53 14.84249(W) AD(       ) 4
 NQ0680  NAD 27      -  42 51 42.76800(N)    105 53 12.82600(W) AD(       ) 3
 NQ0680
 NQ0680.Superseded values are not recommended for survey control.
 NQ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0680.See file dsdata.txt to determine how the superseded data were derived.
 NQ0680
 NQ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2750245856(NAD 83)
 NQ0680_MARKER: 63 = STACK
 NQ0680
 NQ0680  HISTORY     - Date     Condition        Report By
 NQ0680  HISTORY     - 1948     FIRST OBSERVED   CGS
 NQ0680
 NQ0680                          STATION DESCRIPTION
 NQ0680
 NQ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0680'STATION IS THE CENTER OF THE CONTINENTAL OIL CO. CONCRETE
 NQ0680'STACK.  IT IS LOCATED 0.4 MILE WEST OF GLENROCK AND APPROXIMATELY
 NQ0680'200 FEET NORTH OF U.S. HIGHWAY 20.  THE STACK IS APPROXIMATELY
 NQ0680'100 FEET HIGH.  THE CENTER OF THE TOP OF THE STACK, WAS THE
 NQ0680'POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0476 ***********************************************************************
 PV0476  DESIGNATION -  GLO 1 RM 2
 PV0476  PID         -  PV0476
 PV0476  STATE/COUNTY-  WY/CROOK
 PV0476  USGS QUAD   -  BUCKHORN (1984)
 PV0476
 PV0476                         *CURRENT SURVEY CONTROL
 PV0476  ___________________________________________________________________
 PV0476* NAD 83(1993)-  44 11 55.93621(N)    104 03 17.08758(W)     ADJUSTED  
 PV0476* NAVD 88     -      1966.     (meters)    6450.     (feet)  SCALED    
 PV0476  ___________________________________________________________________
 PV0476  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 PV0476  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 PV0476
 PV0476  HORZ ORDER  -  SECOND
 PV0476
 PV0476.The horizontal coordinates were established by classical geodetic methods
 PV0476.and adjusted by the National Geodetic Survey in January 1998..
 PV0476
 PV0476.The orthometric height was scaled from a topographic map.
 PV0476
 PV0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0476
 PV0476.The geoid height was determined by GEOID03.
 PV0476
 PV0476;                    North         East     Units Scale Factor Converg.
 PV0476;SPC WY E     -   411,446.624   288,879.060   MT  1.00003462   +0 46 30.8
 PV0476;SPC SD N     -    48,735.780   275,992.151   MT  1.00004884   -2 52 10.9
 PV0476;SPC SD N     -   159,893.97    905,484.25   sFT  1.00004884   -2 52 10.9
 PV0476;SPC SD S     -   213,914.217   302,630.375   MT  0.99995818   -2 34 02.0
 PV0476;SPC SD S     -   701,816.89    992,879.82   sFT  0.99995818   -2 34 02.0
 PV0476;UTM  13      - 4,894,395.789   575,531.360   MT  0.99967016   +0 39 32.5
 PV0476
 PV0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0476!SPC WY E     -   0.99969389  x   1.00003462  =   0.99972850
 PV0476!SPC SD N     -   0.99969389  x   1.00004884  =   0.99974272
 PV0476!SPC SD S     -   0.99969389  x   0.99995818  =   0.99965209
 PV0476!UTM  13      -   0.99969389  x   0.99967016  =   0.99936415
 PV0476
 PV0476                          SUPERSEDED SURVEY CONTROL
 PV0476
 PV0476  NAD 83(1993)-  44 11 55.93411(N)    104 03 17.09164(W) AD(       ) 2
 PV0476  NAD 83(1986)-  44 11 55.93227(N)    104 03 17.08486(W) AD(       ) 2
 PV0476  NAD 27      -  44 11 55.99000(N)    104 03 15.31000(W) AD(       ) 2
 PV0476
 PV0476.Superseded values are not recommended for survey control.
 PV0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0476.See file dsdata.txt to determine how the superseded data were derived.
 PV0476
 PV0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ7553194396(NAD 83)
 PV0476_MARKER: Z = SEE DESCRIPTION
 PV0476_SETTING: 0 = UNSPECIFIED SETTING
 PV0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0476
 PV0476  HISTORY     - Date     Condition        Report By
 PV0476  HISTORY     - 1925     MONUMENTED       USGLO
 PV0476
 PV0476                          STATION DESCRIPTION
 PV0476
 PV0476'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PV0476'REFERENCE MARK NO. 2 IS 10.285 METERS (33.74 FEET) FROM STATION
 PV0476'N 84 DEG 50 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0472 ***********************************************************************
 PW0472  DESIGNATION -  GLO 10 ECC
 PW0472  PID         -  PW0472
 PW0472  STATE/COUNTY-  WY/JOHNSON
 PW0472  USGS QUAD   -  HORSE HILL (1970)
 PW0472
 PW0472                         *CURRENT SURVEY CONTROL
 PW0472  ___________________________________________________________________
 PW0472* NAD 83(1993)-  44 33 24.44178(N)    106 38 57.47612(W)     ADJUSTED  
 PW0472* NAVD 88     -      1417.     (meters)    4649.     (feet)  SCALED    
 PW0472  ___________________________________________________________________
 PW0472  LAPLACE CORR-         -13.02  (seconds)                    DEFLEC99
 PW0472  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 PW0472
 PW0472  HORZ ORDER  -  SECOND
 PW0472
 PW0472.The horizontal coordinates were established by classical geodetic methods
 PW0472.and adjusted by the National Geodetic Survey in January 1997..
 PW0472
 PW0472.The orthometric height was scaled from a topographic map.
 PW0472
 PW0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0472
 PW0472.The geoid height was determined by GEOID03.
 PW0472
 PW0472;                    North         East     Units Scale Factor Converg.
 PW0472;SPC WYEC     -   550,842.208   454,344.749   MT  0.99997381   +0 28 47.8
 PW0472;UTM  13      - 4,935,040.177   369,011.474   MT  0.99981100   -1 09 26.4
 PW0472
 PW0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0472!SPC WYEC     -   0.99978005  x   0.99997381  =   0.99975386
 PW0472!UTM  13      -   0.99978005  x   0.99981100  =   0.99959109
 PW0472
 PW0472:                Primary Azimuth Mark                     Grid Az
 PW0472:SPC WYEC     -  BANNER                                   282 19 10.7
 PW0472:UTM  13      -  BANNER                                   283 57 24.9
 PW0472
 PW0472|---------------------------------------------------------------------|
 PW0472| PID    Reference Object                     Distance      Geod. Az  |
 PW0472|                                                           dddmmss.s |
 PW0472| PW0479 BANNER                              APPROX.23.0 KM 2824758.5 |
 PW0472|---------------------------------------------------------------------|
 PW0472
 PW0472                          SUPERSEDED SURVEY CONTROL
 PW0472
 PW0472  NAD 83(1986)-  44 33 24.42414(N)    106 38 57.44902(W) AD(       ) 2
 PW0472  NAD 27      -  44 33 24.51200(N)    106 38 55.26900(W) AD(       ) 2
 PW0472
 PW0472.Superseded values are not recommended for survey control.
 PW0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0472.See file dsdata.txt to determine how the superseded data were derived.
 PW0472
 PW0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK6901135040(NAD 83)
 PW0472_MARKER: DD = SURVEY DISK
 PW0472_SETTING: 80 = SET IN A BOULDER
 PW0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0472+STABILITY: SURFACE MOTION
 PW0472
 PW0472  HISTORY     - Date     Condition        Report By
 PW0472  HISTORY     - 1925     MONUMENTED       USGLO
 PW0472
 PW0472                          STATION DESCRIPTION
 PW0472
 PW0472'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PW0472'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 10 (SEE
 PW0472'DESCRIPTION THEREOF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0497 ***********************************************************************
 PW0497  DESIGNATION -  GLO 11 RM
 PW0497  PID         -  PW0497
 PW0497  STATE/COUNTY-  WY/SHERIDAN
 PW0497  USGS QUAD   -  HULTZ DRAW (1977)
 PW0497
 PW0497                         *CURRENT SURVEY CONTROL
 PW0497  ___________________________________________________________________
 PW0497* NAD 83(1993)-  44 51 50.98693(N)    107 02 01.68679(W)     ADJUSTED  
 PW0497* NAVD 88     -      1231.7    (meters)    4041.     (feet)  VERTCON   
 PW0497  ___________________________________________________________________
 PW0497  LAPLACE CORR-         -11.40  (seconds)                    DEFLEC99
 PW0497  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 PW0497
 PW0497  HORZ ORDER  -  SECOND
 PW0497
 PW0497.The horizontal coordinates were established by classical geodetic methods
 PW0497.and adjusted by the National Geodetic Survey in January 1997..
 PW0497
 PW0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0497
 PW0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0497
 PW0497.The geoid height was determined by GEOID03.
 PW0497
 PW0497;                    North         East     Units Scale Factor Converg.
 PW0497;SPC WYEC     -   584,813.352   423,671.364   MT  0.99994439   +0 12 40.7
 PW0497;UTM  13      - 4,969,872.891   339,326.794   MT  0.99991746   -1 26 06.0
 PW0497
 PW0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0497!SPC WYEC     -   0.99980898  x   0.99994439  =   0.99975338
 PW0497!UTM  13      -   0.99980898  x   0.99991746  =   0.99972646
 PW0497
 PW0497|---------------------------------------------------------------------|
 PW0497| PID    Reference Object                     Distance      Geod. Az  |
 PW0497|                                                           dddmmss.s |
 PW0497| PW0498 T57N R84W SECS 31 32 SC              88.826 METERS 09405     |
 PW0497| PW0503 WOLF                                APPROX.20.7 KM 3161832.4 |
 PW0497|---------------------------------------------------------------------|
 PW0497
 PW0497                          SUPERSEDED SURVEY CONTROL
 PW0497
 PW0497  NAD 83(1986)-  44 51 50.97434(N)    107 02 01.66865(W) AD(       ) 2
 PW0497  NAD 27      -  44 51 51.10100(N)    107 01 59.42700(W) AD(       ) 2
 PW0497  NGVD 29 (07/19/86) 1231.0    (m)         4039.     (f) VERT ANG       
 PW0497
 PW0497.Superseded values are not recommended for survey control.
 PW0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0497.See file dsdata.txt to determine how the superseded data were derived.
 PW0497
 PW0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3932769873(NAD 83)
 PW0497_MARKER: DD = SURVEY DISK
 PW0497_SETTING: 0 = UNSPECIFIED SETTING
 PW0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0497
 PW0497  HISTORY     - Date     Condition        Report By
 PW0497  HISTORY     - 1925     MONUMENTED       USGLO
 PW0497
 PW0497                          STATION DESCRIPTION
 PW0497
 PW0497'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PW0497'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 11 (SEE
 PW0497'DESCRIPTION THEREOF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0389 ***********************************************************************
 PX0389  DESIGNATION -  GLO 14 RM 1
 PX0389  PID         -  PX0389
 PX0389  STATE/COUNTY-  WY/PARK
 PX0389  USGS QUAD   -  BYRON (1967)
 PX0389
 PX0389                         *CURRENT SURVEY CONTROL
 PX0389  ___________________________________________________________________
 PX0389* NAD 83(1993)-  44 52 18.23123(N)    108 37 16.07237(W)     ADJUSTED  
 PX0389* NAVD 88     -      1306.7    (meters)    4287.     (feet)  VERTCON   
 PX0389  ___________________________________________________________________
 PX0389  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 PX0389  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 PX0389
 PX0389  HORZ ORDER  -  SECOND
 PX0389
 PX0389.The horizontal coordinates were established by classical geodetic methods
 PX0389.and adjusted by the National Geodetic Survey in January 1997..
 PX0389
 PX0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0389
 PX0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0389
 PX0389.The geoid height was determined by GEOID03.
 PX0389
 PX0389;                    North         East     Units Scale Factor Converg.
 PX0389;SPC WYWC     -   485,618.741   610,182.905   MT  0.99993877   +0 05 27.3
 PX0389;SPC WYEC     -   586,417.552   298,241.224   MT  1.00006479   -0 54 31.1
 PX0389;UTM  12      - 4,971,454.468   687,909.425   MT  1.00003421   +1 40 43.8
 PX0389
 PX0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0389!SPC WYWC     -   0.99979720  x   0.99993877  =   0.99973598
 PX0389!SPC WYEC     -   0.99979720  x   1.00006479  =   0.99986198
 PX0389!UTM  12      -   0.99979720  x   1.00003421  =   0.99983140
 PX0389
 PX0389|---------------------------------------------------------------------|
 PX0389| PID    Reference Object                     Distance      Geod. Az  |
 PX0389|                                                           dddmmss.s |
 PX0389| CQ6612 GLO 14 RM 2                                        07116     |
 PX0389| PX0390 T57N R98 97W SECS 31 36 SC           51.865 METERS 12631     |
 PX0389| PX0392 SAGE                                APPROX. 8.3 KM 2715906.5 |
 PX0389|---------------------------------------------------------------------|
 PX0389
 PX0389                          SUPERSEDED SURVEY CONTROL
 PX0389
 PX0389  NAD 83(1986)-  44 52 18.22345(N)    108 37 16.05813(W) AD(       ) 2
 PX0389  NAD 27      -  44 52 18.39800(N)    108 37 13.60800(W) AD(       ) 2
 PX0389  NGVD 29 (07/19/86) 1305.8    (m)         4284.     (f) VERT ANG       
 PX0389
 PX0389.Superseded values are not recommended for survey control.
 PX0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0389.See file dsdata.txt to determine how the superseded data were derived.
 PX0389
 PX0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8790971454(NAD 83)
 PX0389_MARKER: DD = SURVEY DISK
 PX0389_SETTING: 0 = UNSPECIFIED SETTING
 PX0389
 PX0389  HISTORY     - Date     Condition        Report By
 PX0389  HISTORY     - 1931     MONUMENTED       USGLO
 PX0389
 PX0389                          STATION DESCRIPTION
 PX0389
 PX0389'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 PX0389'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 14
 PX0389'WHICH IS 51.865 METERS (170.16 FEET)
 PX0389'FROM STATION S 53 DEG 29 MIN E.  ELEVATION--1,305.8
 PX0389'METERS (4,284 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 QW0547 ***********************************************************************
 QW0547  DESIGNATION -  GLO 15 A RM
 QW0547  PID         -  QW0547
 QW0547  STATE/COUNTY-  WY/BIG HORN
 QW0547  USGS QUAD   -  BEAR CANYON (1985)
 QW0547
 QW0547                         *CURRENT SURVEY CONTROL
 QW0547  ___________________________________________________________________
 QW0547* NAD 83(1993)-  45 00 00.74366(N)    108 35 43.30405(W)     ADJUSTED  
 QW0547* NAVD 88     -      1328.     (meters)    4357.     (feet)  SCALED    
 QW0547  ___________________________________________________________________
 QW0547  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 QW0547  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 QW0547
 QW0547  HORZ ORDER  -  SECOND
 QW0547
 QW0547.The horizontal coordinates were established by classical geodetic methods
 QW0547.and adjusted by the National Geodetic Survey in January 1997..
 QW0547
 QW0547.The orthometric height was scaled from a topographic map.
 QW0547
 QW0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 QW0547
 QW0547.The geoid height was determined by GEOID03.
 QW0547
 QW0547;                    North         East     Units Scale Factor Converg.
 QW0547;SPC WYEC     -   600,662.270   300,499.579   MT  1.00005919   -0 53 32.9
 QW0547;SPC MT       -    83,799.237   671,325.974   MT  0.99999988   +0 39 42.3
 QW0547;SPC MT       -   274,931.88  2,202,513.04   iFT  0.99999988   +0 39 42.3
 QW0547;UTM  12      - 4,985,786.354   689,521.635   MT  1.00004168   +1 42 03.0
 QW0547
 QW0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QW0547!SPC WYEC     -   0.99979381  x   1.00005919  =   0.99985299
 QW0547!SPC MT       -   0.99979381  x   0.99999988  =   0.99979369
 QW0547!UTM  12      -   0.99979381  x   1.00004168  =   0.99983549
 QW0547
 QW0547:                Primary Azimuth Mark                     Grid Az
 QW0547:SPC WYEC     -  GLO 14 RM 1                              189 00 34.9
 QW0547:SPC MT       -  GLO 14 RM 1                              187 27 19.7
 QW0547:UTM  12      -  GLO 14 RM 1                              186 24 59.0
 QW0547
 QW0547|---------------------------------------------------------------------|
 QW0547| PID    Reference Object                     Distance      Geod. Az  |
 QW0547|                                                           dddmmss.s |
 QW0547| PX0389 GLO 14 RM 1                         APPROX.14.4 KM 1880702.0 |
 QW0547| QW0546 T9S R25 26E SECS 31 36 CC            93.235 METERS 28504     |
 QW0547| QW0548 BOUNDARY MP 122 MT WY                35.784 METERS 31335     |
 QW0547|---------------------------------------------------------------------|
 QW0547
 QW0547                          SUPERSEDED SURVEY CONTROL
 QW0547
 QW0547  NAD 83(1986)-  45 00 00.73661(N)    108 35 43.28857(W) AD(       ) 2
 QW0547  NAD 27      -  45 00 00.90500(N)    108 35 40.83200(W) AD(       ) 2
 QW0547
 QW0547.Superseded values are not recommended for survey control.
 QW0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QW0547.See file dsdata.txt to determine how the superseded data were derived.
 QW0547
 QW0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8952285786(NAD 83)
 QW0547_MARKER: DD = SURVEY DISK
 QW0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QW0547_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QW0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QW0547+STABILITY: SURFACE MOTION
 QW0547
 QW0547  HISTORY     - Date     Condition        Report By
 QW0547  HISTORY     - 1931     MONUMENTED       USGLO
 QW0547
 QW0547                          STATION DESCRIPTION
 QW0547
 QW0547'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 QW0547'IDENTICAL WITH REFERENCE MARK OF G.L.O. STATION 15 A (MONT.),
 QW0547'G.L.O. STATION 13 (WYO.), WYOMING-MONTANA BOUNDARY MILEPOST
 QW0547'122 WHICH IS 35.784 METERS (117.40
 QW0547'FEET) FROM STATION N 46 DEG 25 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0412 ***********************************************************************
 OV0412  DESIGNATION -  GLO 19 ECC
 OV0412  PID         -  OV0412
 OV0412  STATE/COUNTY-  WY/FREMONT
 OV0412  USGS QUAD   -  GUFFY PEAK (1952)
 OV0412
 OV0412                         *CURRENT SURVEY CONTROL
 OV0412  ___________________________________________________________________
 OV0412* NAD 83(1993)-  43 28 08.51001(N)    107 58 32.95646(W)     ADJUSTED  
 OV0412* NAVD 88     -      2428.0    (meters)    7966.     (feet)  VERTCON   
 OV0412  ___________________________________________________________________
 OV0412  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 OV0412  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 OV0412
 OV0412  HORZ ORDER  -  SECOND
 OV0412
 OV0412.The horizontal coordinates were established by classical geodetic methods
 OV0412.and adjusted by the National Geodetic Survey in January 1997..
 OV0412
 OV0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0412
 OV0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0412
 OV0412.The geoid height was determined by GEOID03.
 OV0412
 OV0412;                    North         East     Units Scale Factor Converg.
 OV0412;SPC WYWC     -   330,049.710   662,641.190   MT  0.99998575   +0 31 57.4
 OV0412;UTM  13      - 4,817,204.374   259,292.863   MT  1.00031276   -2 02 53.6
 OV0412;UTM  12      - 4,817,345.410   744,618.859   MT  1.00033612   +2 04 53.6
 OV0412
 OV0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0412!SPC WYWC     -   0.99962140  x   0.99998575  =   0.99960716
 OV0412!UTM  13      -   0.99962140  x   1.00031276  =   0.99993405
 OV0412!UTM  12      -   0.99962140  x   1.00033612  =   0.99995740
 OV0412
 OV0412|---------------------------------------------------------------------|
 OV0412| PID    Reference Object                     Distance      Geod. Az  |
 OV0412|                                                           dddmmss.s |
 OV0412| OV0411 T41N R93W SECS 35 36 SC             202.600 METERS 35119     |
 OV0412| OW0241 KIRBY                               APPROX.20.5 KM 3521201.7 |
 OV0412|---------------------------------------------------------------------|
 OV0412
 OV0412                          SUPERSEDED SURVEY CONTROL
 OV0412
 OV0412  NAD 83(1986)-  43 28 08.49424(N)    107 58 32.96047(W) AD(       ) 2
 OV0412  NAD 27      -  43 28 08.65500(N)    107 58 30.63200(W) AD(       ) 2
 OV0412  NGVD 29 (07/19/86) 2427.0    (m)         7963.     (f) VERT ANG       
 OV0412
 OV0412.Superseded values are not recommended for survey control.
 OV0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0412.See file dsdata.txt to determine how the superseded data were derived.
 OV0412
 OV0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ5929317204(NAD 83)
 OV0412_MARKER: DD = SURVEY DISK
 OV0412_SETTING: 80 = SET IN A BOULDER
 OV0412_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OV0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0412+STABILITY: SURFACE MOTION
 OV0412
 OV0412  HISTORY     - Date     Condition        Report By
 OV0412  HISTORY     - 1931     MONUMENTED       USGLO
 OV0412
 OV0412                          STATION DESCRIPTION
 OV0412
 OV0412'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 OV0412'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 19 (SEE
 OV0412'DESCRIPTION THEREOF).  G.L.O. STATION 19 IS DISTANT 202.597
 OV0412'METERS (664.69 FEET) FROM STATION N 08 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0462 ***********************************************************************
 PV0462  DESIGNATION -  GLO 2 RM 1
 PV0462  PID         -  PV0462
 PV0462  STATE/COUNTY-  WY/CROOK
 PV0462  USGS QUAD   -  SUGARLOAF MOUNTAIN (1984)
 PV0462
 PV0462                         *CURRENT SURVEY CONTROL
 PV0462  ___________________________________________________________________
 PV0462* NAD 83(1993)-  44 31 56.65511(N)    104 20 13.30386(W)     ADJUSTED  
 PV0462* NAVD 88     -      1551.     (meters)    5089.     (feet)  SCALED    
 PV0462  ___________________________________________________________________
 PV0462  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 PV0462  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 PV0462
 PV0462  HORZ ORDER  -  SECOND
 PV0462
 PV0462.The horizontal coordinates were established by classical geodetic methods
 PV0462.and adjusted by the National Geodetic Survey in January 1997..
 PV0462
 PV0462.The orthometric height was scaled from a topographic map.
 PV0462
 PV0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0462
 PV0462.The geoid height was determined by GEOID03.
 PV0462
 PV0462;                    North         East     Units Scale Factor Converg.
 PV0462;SPC WY E     -   448,239.835   265,940.096   MT  0.99999095   +0 34 54.7
 PV0462;UTM  13      - 4,931,222.302   552,675.536   MT  0.99963412   +0 27 53.9
 PV0462
 PV0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0462!SPC WY E     -   0.99975908  x   0.99999095  =   0.99975004
 PV0462!UTM  13      -   0.99975908  x   0.99963412  =   0.99939329
 PV0462
 PV0462                          SUPERSEDED SURVEY CONTROL
 PV0462
 PV0462  NAD 83(1986)-  44 31 56.64777(N)    104 20 13.28923(W) AD(       ) 2
 PV0462  NAD 27      -  44 31 56.68000(N)    104 20 11.49000(W) AD(       ) 2
 PV0462
 PV0462.Superseded values are not recommended for survey control.
 PV0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0462.See file dsdata.txt to determine how the superseded data were derived.
 PV0462
 PV0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK5267631222(NAD 83)
 PV0462_MARKER: DD = SURVEY DISK
 PV0462_SETTING: 66 = SET IN ROCK OUTCROP
 PV0462_SP_SET: SET IN A ROCK LEDGE
 PV0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0462+STABILITY: POSITION/ELEVATION WELL
 PV0462
 PV0462  HISTORY     - Date     Condition        Report By
 PV0462  HISTORY     - 1925     MONUMENTED       USGLO
 PV0462
 PV0462                          STATION DESCRIPTION
 PV0462
 PV0462'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PV0462'THE STANDARD CORNER OF SECS. 31 AND 32, T. 53 N., R. 62 W.,
 PV0462'AT THE CORNER OF FENCES BEARING SOUTH AND WEST, ON THE SOUTHEAST
 PV0462'SLOPE OF A HEAVILY-TIMBERED AND BRUSHY HILL.  TO REACH FROM
 PV0462'SUNDANCE, WYO., FOLLOW CUSTER BATTLEFIELD HIGHWAY EAST ABOUT
 PV0462'1-1/2 MILES, TURN LEFT AND GO ABOUT 10 MILES ON ROAD TO FARRALL,
 PV0462'THEN TAKE ANOTHER ROAD TO A LARGE RANCH HOUSE, WHICH IS AT END
 PV0462'OF TRUCK TRAVEL.  STATION SITE IS ABOUT 1 MILE NORTH AND WEST.
 PV0462'MARKED REFERENCE NO. 1 1925 WITH ARROW POINTING TOWARD
 PV0462'STATION, CEMENTED IN SANDSTONE LEDGE 5-1/2 FEET BY
 PV0462'2-1/2 FEET PROJECTING 1 FOOT ABOVE GROUND, AND 115.974 METERS
 PV0462'(380.49 FEET) FROM STATION N 24 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0461 ***********************************************************************
 PV0461  DESIGNATION -  GLO 2 RM 2
 PV0461  PID         -  PV0461
 PV0461  STATE/COUNTY-  WY/CROOK
 PV0461  USGS QUAD   -  SUGARLOAF MOUNTAIN (1984)
 PV0461
 PV0461                         *CURRENT SURVEY CONTROL
 PV0461  ___________________________________________________________________
 PV0461* NAD 83(1993)-  44 31 55.07864(N)    104 20 15.05322(W)     ADJUSTED  
 PV0461* NAVD 88     -      1549.6    (meters)    5084.     (feet)  VERTCON   
 PV0461  ___________________________________________________________________
 PV0461  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 PV0461  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 PV0461
 PV0461  HORZ ORDER  -  SECOND
 PV0461
 PV0461.The horizontal coordinates were established by classical geodetic methods
 PV0461.and adjusted by the National Geodetic Survey in January 1998..
 PV0461
 PV0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0461
 PV0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0461
 PV0461.The geoid height was determined by GEOID03.
 PV0461
 PV0461;                    North         East     Units Scale Factor Converg.
 PV0461;SPC WY E     -   448,190.785   265,901.968   MT  0.99999089   +0 34 53.4
 PV0461;UTM  13      - 4,931,173.347   552,637.321   MT  0.99963407   +0 27 52.6
 PV0461
 PV0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0461!SPC WY E     -   0.99975924  x   0.99999089  =   0.99975013
 PV0461!UTM  13      -   0.99975924  x   0.99963407  =   0.99939340
 PV0461
 PV0461|---------------------------------------------------------------------|
 PV0461| PID    Reference Object                     Distance      Geod. Az  |
 PV0461|                                                           dddmmss.s |
 PV0461| PV0463 GLO 2 RM 3                           60.230 METERS 03919     |
 PV0461| PV0498 SUNDANCE                            APPROX.10.8 KM 2365850.8 |
 PV0461|---------------------------------------------------------------------|
 PV0461
 PV0461                          SUPERSEDED SURVEY CONTROL
 PV0461
 PV0461  NAD 83(1993)-  44 31 55.07861(N)    104 20 15.05326(W) AD(       ) 2
 PV0461  NAD 83(1986)-  44 31 55.07126(N)    104 20 15.03863(W) AD(       ) 2
 PV0461  NAD 27      -  44 31 55.12200(N)    104 20 13.22400(W) AD(       ) 2
 PV0461  NGVD 29 (07/19/86) 1549.0    (m)         5082.     (f) VERT ANG       
 PV0461
 PV0461.Superseded values are not recommended for survey control.
 PV0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0461.See file dsdata.txt to determine how the superseded data were derived.
 PV0461
 PV0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK5263731173(NAD 83)
 PV0461_MARKER: DS = TRIANGULATION STATION DISK
 PV0461_SETTING: 80 = SET IN A BOULDER
 PV0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0461+STABILITY: SURFACE MOTION
 PV0461
 PV0461  HISTORY     - Date     Condition        Report By
 PV0461  HISTORY     - 1925     MONUMENTED       USGLO
 PV0461  HISTORY     - 1928     GOOD             CGS
 PV0461
 PV0461                          STATION DESCRIPTION
 PV0461
 PV0461'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PV0461'STATION IS A BRASS DISK CEMENTED IN A SANDSTONE BOULDER ON TOP OF
 PV0461'SPUR WHICH SLOPES TO SOUTHEAST.
 PV0461
 PV0461                          STATION RECOVERY (1928)
 PV0461
 PV0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928
 PV0461'THE STANDARD CORNER OF SECS. 31 AND 32, T. 53 N., R. 62 W.,
 PV0461'AT THE CORNER OF FENCES BEARING SOUTH AND WEST, ON THE SOUTHEAST
 PV0461'SLOPE OF A HEAVILY-TIMBERED AND BRUSHY HILL.  TO REACH FROM
 PV0461'SUNDANCE, WYO., FOLLOW CUSTER BATTLEFIELD HIGHWAY EAST ABOUT
 PV0461'1-1/2 MILES, TURN LEFT AND GO ABOUT 10 MILES ON ROAD TO FARRALL,
 PV0461'THEN TAKE ANOTHER ROAD TO A LARGE RANCH HOUSE, WHICH IS AT END
 PV0461'OF TRUCK TRAVEL.
 PV0461'IDENTICAL WITH REFERENCE MARK NO. 2 OF G. L. O. STATION 2
 PV0461'ELEVATION--1,549 METERS (5,082 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0463 ***********************************************************************
 PV0463  DESIGNATION -  GLO 2 RM 3
 PV0463  PID         -  PV0463
 PV0463  STATE/COUNTY-  WY/CROOK
 PV0463  USGS QUAD   -  SUGARLOAF MOUNTAIN (1984)
 PV0463
 PV0463                         *CURRENT SURVEY CONTROL
 PV0463  ___________________________________________________________________
 PV0463* NAD 83(1993)-  44 31 56.58836(N)    104 20 13.32504(W)     ADJUSTED  
 PV0463* NAVD 88     -      1551.     (meters)    5089.     (feet)  SCALED    
 PV0463  ___________________________________________________________________
 PV0463  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 PV0463  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 PV0463
 PV0463  HORZ ORDER  -  SECOND
 PV0463
 PV0463.The horizontal coordinates were established by classical geodetic methods
 PV0463.and adjusted by the National Geodetic Survey in January 1997..
 PV0463
 PV0463.The orthometric height was scaled from a topographic map.
 PV0463
 PV0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0463
 PV0463.The geoid height was determined by GEOID03.
 PV0463
 PV0463;                    North         East     Units Scale Factor Converg.
 PV0463;SPC WY E     -   448,237.770   265,939.650   MT  0.99999095   +0 34 54.7
 PV0463;UTM  13      - 4,931,220.239   552,675.085   MT  0.99963412   +0 27 53.8
 PV0463
 PV0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0463!SPC WY E     -   0.99975908  x   0.99999095  =   0.99975004
 PV0463!UTM  13      -   0.99975908  x   0.99963412  =   0.99939329
 PV0463
 PV0463|---------------------------------------------------------------------|
 PV0463| PID    Reference Object                     Distance      Geod. Az  |
 PV0463|                                                           dddmmss.s |
 PV0463| PV0462 GLO 2 RM 1                            2.113 METERS 01247     |
 PV0463| PV0461 GLO 2 RM 2                           60.230 METERS 21919     |
 PV0463|---------------------------------------------------------------------|
 PV0463
 PV0463                          SUPERSEDED SURVEY CONTROL
 PV0463
 PV0463  NAD 83(1986)-  44 31 56.58101(N)    104 20 13.31041(W) AD(       ) 2
 PV0463  NAD 27      -  44 31 56.62000(N)    104 20 11.51000(W) AD(       ) 2
 PV0463
 PV0463.Superseded values are not recommended for survey control.
 PV0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0463.See file dsdata.txt to determine how the superseded data were derived.
 PV0463
 PV0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK5267531220(NAD 83)
 PV0463_MARKER: P = PIPE CAP
 PV0463_SETTING: 0 = UNSPECIFIED SETTING
 PV0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0463
 PV0463  HISTORY     - Date     Condition        Report By
 PV0463  HISTORY     - 1925     MONUMENTED       USGLO
 PV0463
 PV0463                          STATION DESCRIPTION
 PV0463
 PV0463'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PV0463'THE STANDARD CORNER OF SECS. 31 AND 32, T. 53 N., R. 62 W.,
 PV0463'AT THE CORNER OF FENCES BEARING SOUTH AND WEST, ON THE SOUTHEAST
 PV0463'SLOPE OF A HEAVILY-TIMBERED AND BRUSHY HILL.  TO REACH FROM
 PV0463'SUNDANCE, WYO., FOLLOW CUSTER BATTLEFIELD HIGHWAY EAST ABOUT
 PV0463'1-1/2 MILES, TURN LEFT AND GO ABOUT 10 MILES ON ROAD TO FARRALL,
 PV0463'THEN TAKE ANOTHER ROAD TO A LARGE RANCH HOUSE, WHICH IS AT END
 PV0463'OF TRUCK TRAVEL.  STATION SITE IS ABOUT 1 MILE NORTH AND WEST.
 PV0463'G. L. O. STATION 2, REFERENCE MARK NO. 3 IS A
 PV0463'3-INCH IRON POST 3 FEET LONG WITH BRASS CAP MARKED
 PV0463'REFERENCE NO. 3 1925 WITH ARROW POINTING TOWARD STATION, 2,113
 PV0463'METERS (6.93 FEET) S 12 DEG 47 MIN W FROM REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0406 ***********************************************************************
 OV0406  DESIGNATION -  GLO 20 ECC
 OV0406  PID         -  OV0406
 OV0406  STATE/COUNTY-  WY/FREMONT
 OV0406  USGS QUAD   -  SEVENTY-ONE RESERVOIR (1952)
 OV0406
 OV0406                         *CURRENT SURVEY CONTROL
 OV0406  ___________________________________________________________________
 OV0406* NAD 83(1993)-  43 07 29.84864(N)    107 44 13.78776(W)     ADJUSTED  
 OV0406* NAVD 88     -      1729.0    (meters)    5673.     (feet)  VERTCON   
 OV0406  ___________________________________________________________________
 OV0406  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 OV0406  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 OV0406
 OV0406  HORZ ORDER  -  SECOND
 OV0406
 OV0406.The horizontal coordinates were established by classical geodetic methods
 OV0406.and adjusted by the National Geodetic Survey in January 1997..
 OV0406
 OV0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0406
 OV0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0406
 OV0406.The geoid height was determined by GEOID03.
 OV0406
 OV0406;                    North         East     Units Scale Factor Converg.
 OV0406;SPC WYWC     -   292,032.967   682,415.268   MT  1.00002103   +0 41 32.7
 OV0406;UTM  13      - 4,778,328.360   277,345.298   MT  1.00020990   -1 52 18.7
 OV0406
 OV0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0406!SPC WYWC     -   0.99973114  x   1.00002103  =   0.99975217
 OV0406!UTM  13      -   0.99973114  x   1.00020990  =   0.99994098
 OV0406
 OV0406:                Primary Azimuth Mark                     Grid Az
 OV0406:SPC WYWC     -  MONETA WATER TANK                        014 06 56.5
 OV0406:UTM  13      -  MONETA WATER TANK                        016 40 47.9
 OV0406
 OV0406|---------------------------------------------------------------------|
 OV0406| PID    Reference Object                     Distance      Geod. Az  |
 OV0406|                                                           dddmmss.s |
 OV0406| CP6254 MONETA WATER TANK                                  0144829.2 |
 OV0406| OV0405 T37N R91W SECS 34 35 SC             106.382 METERS 11101     |
 OV0406| OW0260 SHOSHONE                            APPROX.22.8 KM 2853807.1 |
 OV0406|---------------------------------------------------------------------|
 OV0406
 OV0406                          SUPERSEDED SURVEY CONTROL
 OV0406
 OV0406  NAD 83(1986)-  43 07 29.83285(N)    107 44 13.79482(W) AD(       ) 2
 OV0406  NAD 27      -  43 07 29.97600(N)    107 44 11.51300(W) AD(       ) 2
 OV0406  NGVD 29 (07/19/86) 1728.0    (m)         5669.     (f) VERT ANG       
 OV0406
 OV0406.Superseded values are not recommended for survey control.
 OV0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0406.See file dsdata.txt to determine how the superseded data were derived.
 OV0406
 OV0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7734578328(NAD 83)
 OV0406_MARKER: DD = SURVEY DISK
 OV0406_SETTING: 0 = UNSPECIFIED SETTING
 OV0406
 OV0406  HISTORY     - Date     Condition        Report By
 OV0406  HISTORY     - 1931     MONUMENTED       USGLO
 OV0406
 OV0406                          STATION DESCRIPTION
 OV0406
 OV0406'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 OV0406'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 20.
 OV0406'(SEE DESCRIPTION THEREOF.) G.L.O. STATION 20 IS 106.382
 OV0406'METERS (349.02 FEET) DISTANT S 68 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0286 ***********************************************************************
 OW0286  DESIGNATION -  GLO 21 RM 1
 OW0286  PID         -  OW0286
 OW0286  STATE/COUNTY-  WY/FREMONT
 OW0286  USGS QUAD   -  ETHETE (1978)
 OW0286
 OW0286                         *CURRENT SURVEY CONTROL
 OW0286  ___________________________________________________________________
 OW0286* NAD 83(1993)-  43 00 42.74787(N)    108 48 58.89665(W)     ADJUSTED  
 OW0286* NAVD 88     -      1693.     (meters)    5554.     (feet)  SCALED    
 OW0286  ___________________________________________________________________
 OW0286  LAPLACE CORR-         -16.13  (seconds)                    DEFLEC99
 OW0286  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 OW0286
 OW0286  HORZ ORDER  -  SECOND
 OW0286
 OW0286.The horizontal coordinates were established by classical geodetic methods
 OW0286.and adjusted by the National Geodetic Survey in January 1997..
 OW0286
 OW0286.The orthometric height was scaled from a topographic map.
 OW0286
 OW0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0286
 OW0286.The geoid height was determined by GEOID03.
 OW0286
 OW0286;                    North         East     Units Scale Factor Converg.
 OW0286;SPC WYWC     -   278,974.995   594,590.307   MT  0.99993786   -0 02 43.0
 OW0286;UTM  12      - 4,764,447.224   677,953.665   MT  0.99998959   +1 29 23.9
 OW0286
 OW0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0286!SPC WYWC     -   0.99973644  x   0.99993786  =   0.99967431
 OW0286!UTM  12      -   0.99973644  x   0.99998959  =   0.99972603
 OW0286
 OW0286|---------------------------------------------------------------------|
 OW0286| PID    Reference Object                     Distance      Geod. Az  |
 OW0286|                                                           dddmmss.s |
 OW0286| OW0287 INITIAL MON WIND RIVER MERIDIAN     170.344 METERS 10902     |
 OW0286| OW0284 ETHETE                              297.350 METERS 11135     |
 OW0286| OW0285 GLO 21 RM 2                         199.945 METERS 19956     |
 OW0286|---------------------------------------------------------------------|
 OW0286
 OW0286                          SUPERSEDED SURVEY CONTROL
 OW0286
 OW0286  NAD 83(1986)-  43 00 42.72109(N)    108 48 58.89844(W) AD(       ) 2
 OW0286  NAD 27      -  43 00 42.87000(N)    108 48 56.46000(W) AD(       ) 2
 OW0286
 OW0286.Superseded values are not recommended for survey control.
 OW0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0286.See file dsdata.txt to determine how the superseded data were derived.
 OW0286
 OW0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7795464447(NAD 83)
 OW0286_MARKER: DD = SURVEY DISK
 OW0286_SETTING: 0 = UNSPECIFIED SETTING
 OW0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0286
 OW0286  HISTORY     - Date     Condition        Report By
 OW0286  HISTORY     - 1931     MONUMENTED       USGLO
 OW0286
 OW0286                          STATION DESCRIPTION
 OW0286
 OW0286'DESCRIBED BY US GENERAL LAND OFFICE 1931
 OW0286'IN THE SHOSHONE INDIAN RESERVATION.  TO REACH FROM ETHETE
 OW0286'(POST OFFICE AT ST. MICHAELS MISSION), GO WEST 1 MILE ON MAIN
 OW0286'ROAD TOWARD FORT WASHAKIE AND WIND RIVER, TURN LEFT BETWEEN
 OW0286'2 LOG CABINS AND GO 0.8 MILE SOUTH, TURN RIGHT AFTER CROSSING
 OW0286'BRIDGE OVER CANAL AND GO WEST 1 MILE ON OLD ROAD ALONG FOOT
 OW0286'OF HILLS TO G.L.O. STATION 21.
 OW0286'
 OW0286'REFERENCE MARKS ARE STANDARD GENERAL LAND OFFICE REFERENCE DISKS
 OW0286'IN CONCRETE.  NO. 1, IDENTICAL WITH G.L.O. STATION 21, REFERENCE
 OW0286'MARK NO. 1, IS 297.4 METERS (976 FEET) FROM STATION
 OW0286'N 68 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0285 ***********************************************************************
 OW0285  DESIGNATION -  GLO 21 RM 2
 OW0285  PID         -  OW0285
 OW0285  STATE/COUNTY-  WY/FREMONT
 OW0285  USGS QUAD   -  ETHETE (1978)
 OW0285
 OW0285                         *CURRENT SURVEY CONTROL
 OW0285  ___________________________________________________________________
 OW0285* NAD 83(1993)-  43 00 36.65680(N)    108 49 01.90681(W)     ADJUSTED  
 OW0285* NAVD 88     -      1665.     (meters)    5463.     (feet)  SCALED    
 OW0285  ___________________________________________________________________
 OW0285  LAPLACE CORR-         -16.12  (seconds)                    DEFLEC99
 OW0285  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 OW0285
 OW0285  HORZ ORDER  -  SECOND
 OW0285
 OW0285.The horizontal coordinates were established by classical geodetic methods
 OW0285.and adjusted by the National Geodetic Survey in January 1997..
 OW0285
 OW0285.The orthometric height was scaled from a topographic map.
 OW0285
 OW0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0285
 OW0285.The geoid height was determined by GEOID03.
 OW0285
 OW0285;                    North         East     Units Scale Factor Converg.
 OW0285;SPC WYWC     -   278,787.095   594,521.993   MT  0.99993787   -0 02 45.0
 OW0285;UTM  12      - 4,764,257.552   677,890.406   MT  0.99998931   +1 29 21.6
 OW0285
 OW0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0285!SPC WYWC     -   0.99974082  x   0.99993787  =   0.99967871
 OW0285!UTM  12      -   0.99974082  x   0.99998931  =   0.99973014
 OW0285
 OW0285|---------------------------------------------------------------------|
 OW0285| PID    Reference Object                     Distance      Geod. Az  |
 OW0285|                                                           dddmmss.s |
 OW0285| OW0286 GLO 21 RM 1                         199.945 METERS 01956     |
 OW0285| OW0287 INITIAL MON WIND RIVER MERIDIAN     264.711 METERS 05959     |
 OW0285| OW0284 ETHETE                              353.494 METERS 07710     |
 OW0285|---------------------------------------------------------------------|
 OW0285
 OW0285                          SUPERSEDED SURVEY CONTROL
 OW0285
 OW0285  NAD 83(1986)-  43 00 36.63007(N)    108 49 01.90855(W) AD(       ) 2
 OW0285  NAD 27      -  43 00 36.78000(N)    108 48 59.47000(W) AD(       ) 2
 OW0285
 OW0285.Superseded values are not recommended for survey control.
 OW0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0285.See file dsdata.txt to determine how the superseded data were derived.
 OW0285
 OW0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7789064258(NAD 83)
 OW0285_MARKER: DD = SURVEY DISK
 OW0285_SETTING: 0 = UNSPECIFIED SETTING
 OW0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0285
 OW0285  HISTORY     - Date     Condition        Report By
 OW0285  HISTORY     - 1931     MONUMENTED       USGLO
 OW0285
 OW0285                          STATION DESCRIPTION
 OW0285
 OW0285'DESCRIBED BY US GENERAL LAND OFFICE 1931
 OW0285'IN THE SHOSHONE INDIAN RESERVATION.  TO REACH FROM ETHETE
 OW0285'(POST OFFICE AT ST. MICHAELS MISSION), GO WEST 1 MILE ON MAIN
 OW0285'ROAD TOWARD FORT WASHAKIE AND WIND RIVER, TURN LEFT BETWEEN
 OW0285'2 LOG CABINS AND GO 0.8 MILE SOUTH, TURN RIGHT AFTER CROSSING
 OW0285'BRIDGE OVER CANAL AND GO WEST 1 MILE ON OLD ROAD ALONG FOOT
 OW0285'OF HILLS TO G.L.O. STATION 21.
 OW0285'
 OW0285'REFERENCE MARKS ARE STANDARD GENERAL LAND
 OW0285'OFFICE REFERENCE DISKS IN CONCRETE.  G.L.O. STATION 21,
 OW0285'REFERENCE MARK NO. 2, IS 264.7 METERS (868 FEET) FROM
 OW0285'STATION S 59 DEG 59 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0226 ***********************************************************************
 NS0226  DESIGNATION -  GLO 23 RM 2
 NS0226  PID         -  NS0226
 NS0226  STATE/COUNTY-  WY/FREMONT
 NS0226  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0226
 NS0226                         *CURRENT SURVEY CONTROL
 NS0226  ___________________________________________________________________
 NS0226* NAD 83(1993)-  42 28 14.64486(N)    108 50 09.76815(W)     ADJUSTED  
 NS0226* NAVD 88     -      2557.8    (meters)    8392.     (feet)  VERTCON   
 NS0226  ___________________________________________________________________
 NS0226  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 NS0226  GEOID HEIGHT-         -11.28  (meters)                     GEOID03
 NS0226
 NS0226  HORZ ORDER  -  SECOND
 NS0226
 NS0226.The horizontal coordinates were established by classical geodetic methods
 NS0226.and adjusted by the National Geodetic Survey in January 1997..
 NS0226
 NS0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0226
 NS0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0226
 NS0226.The geoid height was determined by GEOID03.
 NS0226
 NS0226;                    North         East     Units Scale Factor Converg.
 NS0226;SPC WYWC     -   218,866.236   592,924.190   MT  0.99993812   -0 03 29.2
 NS0226;UTM  12      - 4,704,312.315   677,890.369   MT  0.99998936   +1 27 41.4
 NS0226
 NS0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0226!SPC WYWC     -   0.99960078  x   0.99993812  =   0.99953892
 NS0226!UTM  12      -   0.99960078  x   0.99998936  =   0.99959014
 NS0226
 NS0226:                Primary Azimuth Mark                     Grid Az
 NS0226:SPC WYWC     -  FLATTE                                   307 11 29.8
 NS0226:UTM  12      -  FLATTE                                   305 40 19.2
 NS0226
 NS0226|---------------------------------------------------------------------|
 NS0226| PID    Reference Object                     Distance      Geod. Az  |
 NS0226|                                                           dddmmss.s |
 NS0226| NS0227 FLATTE                              APPROX. 2.5 KM 3070800.6 |
 NS0226|---------------------------------------------------------------------|
 NS0226
 NS0226                          SUPERSEDED SURVEY CONTROL
 NS0226
 NS0226  NAD 83(1986)-  42 28 14.62817(N)    108 50 09.76790(W) AD(       ) 2
 NS0226  NAD 27      -  42 28 14.79188(N)    108 50 07.35944(W) AD(       ) 2
 NS0226  NGVD 29 (07/19/86) 2556.6    (m)         8388.     (f) VERT ANG       
 NS0226
 NS0226.Superseded values are not recommended for survey control.
 NS0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0226.See file dsdata.txt to determine how the superseded data were derived.
 NS0226
 NS0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7789004312(NAD 83)
 NS0226_MARKER: DD = SURVEY DISK
 NS0226_SETTING: 66 = SET IN ROCK OUTCROP
 NS0226_SP_SET: SET IN ROCK OUTCROP
 NS0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0226+STABILITY: POSITION/ELEVATION WELL
 NS0226
 NS0226  HISTORY     - Date     Condition        Report By
 NS0226  HISTORY     - 1951     MONUMENTED       USGS
 NS0226
 NS0226                          STATION DESCRIPTION
 NS0226
 NS0226'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0226'NEAR USC AND GS ---GLO STATION 23---.
 NS0226'
 NS0226'GENERAL LAND OFFICE REFERENCE MARK NO. 2 WAS SIGNALED AND OCCUPIED FOR
 NS0226'STATION G.L.O. 23. POINT IS ON APPROXIMATELY THE HIGHEST POINT OF TOP.
 NS0226'
 NS0226'STATION MARK  -  STANDARD GENERAL LAND OFFICE BRONZE TABLET SET IN
 NS0226'ROCK OUTCROP, STAMPED --- REFERENCE MARK NO.2 GENERAL LAND OFFICE
 NS0226'SURVEY.---
 NS0226'
 NS0226'REFERENCE MARK NO.1 - A STANDARD GENERAL LAND OFFICE SURVEY BRONZE
 NS0226'TABLET SET IN ROCK OUTCROP APPROXIMATELY LEVEL WITH THE GROUND,STAMPED
 NS0226'---RM NO.1---. 220.71 FT. FROM STATION  MARK IN TRUE AZIMUTH 232
 NS0226'DEGREES 40 MINUTES.
 NS0226'
 NS0226'REFERENCE MARK NO.2 - A STANDARD USGS BRONZE TABLET SET IN ROCK
 NS0226'OUTCROP APPROXIMATELY 2 FT.ABOVE GROUND, STAMPED---GLO 23 R.M. NO.2---
 NS0226'57.50 FT. FROM STATION MARK, S 22 DEG 20 MIN E.
 NS0226'
 NS0226'REFERENCE MARK NO.3 - 1/4 CORNER, T.29 N.,-C AND GS STATION MARK
 NS0226'GLO 23- STANDARD GENERAL LAND OFFICE SURVEY BRONZE TABLET SET IN ROCK
 NS0226'OUTCROP.APPROXIMATELY LEVEL WITH THE GROUND. STAMPED--1/4 CORNER T.29
 NS0226'N., R.101 W/R, 100 W. S.24/ S.19.  188.64 FT. FROM STATION MARK,
 NS0226'S 57 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0217 ***********************************************************************
 NS0217  DESIGNATION -  GLO 24 ECC
 NS0217  PID         -  NS0217
 NS0217  STATE/COUNTY-  WY/SWEETWATER
 NS0217  USGS QUAD   -  FREIGHTER GAP (1986)
 NS0217
 NS0217                         *CURRENT SURVEY CONTROL
 NS0217  ___________________________________________________________________
 NS0217* NAD 83(1993)-  42 05 47.73776(N)    108 50 50.21844(W)     ADJUSTED  
 NS0217* NAVD 88     -      2314.1    (meters)    7592.     (feet)  VERTCON   
 NS0217  ___________________________________________________________________
 NS0217  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 NS0217  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 NS0217
 NS0217  HORZ ORDER  -  SECOND
 NS0217  VERT ORDER  -  THIRD ? (See Below)
 NS0217
 NS0217.The horizontal coordinates were established by classical geodetic methods
 NS0217.and adjusted by the National Geodetic Survey in January 1997..
 NS0217
 NS0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0217.The vertical order pertains to the NGVD 29 superseded value.
 NS0217
 NS0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0217
 NS0217.The geoid height was determined by GEOID03.
 NS0217
 NS0217;                    North         East     Units Scale Factor Converg.
 NS0217;SPC WYWC     -   177,310.709   591,952.741   MT  0.99993830   -0 03 54.8
 NS0217;UTM  12      - 4,662,743.491   678,017.345   MT  0.99998995   +1 26 36.7
 NS0217
 NS0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0217!SPC WYWC     -   0.99963933  x   0.99993830  =   0.99957765
 NS0217!UTM  12      -   0.99963933  x   0.99998995  =   0.99962928
 NS0217
 NS0217:                Primary Azimuth Mark                     Grid Az
 NS0217:SPC WYWC     -  SALT LAKE OMAHA SITE 23 BCN              118 01 19.2
 NS0217:UTM  12      -  SALT LAKE OMAHA SITE 23 BCN              116 30 47.7
 NS0217
 NS0217|---------------------------------------------------------------------|
 NS0217| PID    Reference Object                     Distance      Geod. Az  |
 NS0217|                                                           dddmmss.s |
 NS0217| MP0677 SALT LAKE OMAHA SITE 23 BCN         APPROX.92.6 KM 1175724.4 |
 NS0217| MQ0437 SALT LAKE OMAHA SITE 21 BCN         APPROX.65.8 KM 1372435.2 |
 NS0217| NS0218 T25N R101W SECS 34 35 1/4 COR       179.482 METERS 29256     |
 NS0217|---------------------------------------------------------------------|
 NS0217
 NS0217                          SUPERSEDED SURVEY CONTROL
 NS0217
 NS0217  NAD 83(1986)-  42 05 47.72304(N)    108 50 50.21523(W) AD(       ) 2
 NS0217  NAD 27      -  42 05 47.87100(N)    108 50 47.80000(W) AD(       ) 2
 NS0217  NGVD 29 (07/19/86) 2312.8    (m)         7588.     (f) LEVELING    3  
 NS0217
 NS0217.Superseded values are not recommended for survey control.
 NS0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0217.See file dsdata.txt to determine how the superseded data were derived.
 NS0217
 NS0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM7801762743(NAD 83)
 NS0217_MARKER: DD = SURVEY DISK
 NS0217_SETTING: 0 = UNSPECIFIED SETTING
 NS0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0217
 NS0217  HISTORY     - Date     Condition        Report By
 NS0217  HISTORY     - 1931     MONUMENTED       USGLO
 NS0217  HISTORY     - 1957     GOOD             USGS
 NS0217
 NS0217                          STATION DESCRIPTION
 NS0217
 NS0217'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 NS0217'TO REACH FROM SOUTH PASS CITY GO ABOUT 80 MILES ON MAIN ROAD
 NS0217'TOWARD ROCK SPRINGS TO TOP OF SMALL RISE WHERE MAIN ROAD INTERSECTS
 NS0217'ROAD AT ALMOST RIGHT ANGLES, PART OF ROAD LEADING WESTWARD IS
 NS0217'UNUSED, PART BEARING EASTWARD LEADS TO HAYS MIDDLE RANCH.
 NS0217'JUST BEFORE REACHING THIS ROAD SEVERAL PARTS OF OLD ROAD
 NS0217'ABANDONED BY NEW LOCATION CAN BE SEEN TO WEST OF MAIN ROAD AND
 NS0217'AT POINT OF INTERSECTION PORTION OF ABANDONED ROAD CAN BE
 NS0217'SEEN LEADING UP OVER RISE TO SOUTHWEST.  FOLLOW HAYS MIDDLE
 NS0217'RANCH ROAD 2.8 MILES TO RANCH, PASS THROUGH GATES BETWEEN RED
 NS0217'BUILDINGS, THEN THROUGH ANOTHER GATE, AT 0.1 MILE PASS
 NS0217'THROUGH ANOTHER RED GATE, TURN RIGHT, CONTINUE EASTWARD
 NS0217'(KEEPING TO MAIN-TRAVELED ROAD) 7.2 MILES TO FORK, TAKE
 NS0217'RIGHT FORK, GO 4.3 MILES TO SMALL ROCK SHACK AND CORRAL
 NS0217'ON WEST SIDE OF ROAD, CONTINUE ON MAIN ROAD (WHICH IS DIM AT
 NS0217'THIS POINT) SOUTH ACROSS WASH, THEN EAST AND NORTHEAST 8.0
 NS0217'MILES TO EDGE OF RIM OVERLOOKING SOME TREES AND TUMBLED-DOWN
 NS0217'SHACK KNOWN AS BUSH RANCH (ABOUT 1/2 MILE FARTHER ON), TURN
 NS0217'RIGHT, FOLLOW ALONG RIM SOUTHEAST THEN SOUTHWEST 1.8 MILES
 NS0217'TO STATION, ON EDGE OF RIM.  G.L.O.  STATION 24 (SEE
 NS0217'DESCRIPTION THEREOF), MARKED BY STANDARD GENERAL LAND
 NS0217'OFFICE DISK IN SQUARE BLOCK OF CONCRETE, IS 179.482 METERS
 NS0217'(588.85 FEET) FROM STATION N 67 DEG 04 MIN W.
 NS0217'BEARING FROM STATION TO SALT LAKE-OMAHA AIRWAY, SITE
 NS0217'23, BEACON IS S 62 DEG 03 MIN E.  ELEVATION--2,315.8 METERS
 NS0217'(7,598 FEET)
 NS0217
 NS0217                          STATION RECOVERY (1957)
 NS0217
 NS0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 NS0217'STATION WAS REACHED BY HELICOPTER.
 NS0217'
 NS0217'BOTH GLO 24 ECC. AND GLO 24 WERE FOUND IN GOOD CONDITION.  THE
 NS0217'DISTANCE BETWEEN WAS ROUGH CHECKED WITH CLOTH TAPE.
 NS0217'
 NS0217'STATION MARK - STANDARD GLO REFERENCE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0465 ***********************************************************************
 MQ0465  DESIGNATION -  GLO 26 RM 1
 MQ0465  PID         -  MQ0465
 MQ0465  STATE/COUNTY-  WY/SWEETWATER
 MQ0465  USGS QUAD   -  RELIANCE (1978)
 MQ0465
 MQ0465                         *CURRENT SURVEY CONTROL
 MQ0465  ___________________________________________________________________
 MQ0465* NAD 83(1993)-  41 44 35.15239(N)    109 10 37.55630(W)     ADJUSTED  
 MQ0465* NAVD 88     -      2152.4    (meters)    7062.     (feet)  VERTCON   
 MQ0465  ___________________________________________________________________
 MQ0465  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 MQ0465  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MQ0465
 MQ0465  HORZ ORDER  -  SECOND
 MQ0465
 MQ0465.The horizontal coordinates were established by classical geodetic methods
 MQ0465.and adjusted by the National Geodetic Survey in January 1997..
 MQ0465
 MQ0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0465
 MQ0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0465
 MQ0465.The geoid height was determined by GEOID03.
 MQ0465
 MQ0465;                    North         East     Units Scale Factor Converg.
 MQ0465;SPC WYWC     -   138,133.336   564,474.736   MT  0.99995302   -0 17 03.7
 MQ0465;UTM  12      - 4,622,859.002   651,576.982   MT  0.99988273   +1 12 50.1
 MQ0465
 MQ0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0465!SPC WYWC     -   0.99966473  x   0.99995302  =   0.99961777
 MQ0465!UTM  12      -   0.99966473  x   0.99988273  =   0.99954750
 MQ0465
 MQ0465:                Primary Azimuth Mark                     Grid Az
 MQ0465:SPC WYWC     -  ROCK SPRINGS MUN AIRPORT BCN             205 12 12.5
 MQ0465:UTM  12      -  ROCK SPRINGS MUN AIRPORT BCN             203 42 18.7
 MQ0465
 MQ0465|---------------------------------------------------------------------|
 MQ0465| PID    Reference Object                     Distance      Geod. Az  |
 MQ0465|                                                           dddmmss.s |
 MQ0465| MQ0463 ROCK SPRINGS MUN AIRPORT BCN        APPROX.12.5 KM 2045508.8 |
 MQ0465| MQ0469 SALT LAKE OMAHA SITE 15 BCN         APPROX.21.9 KM 2131822.9 |
 MQ0465| MQ0464 T21N R104W SEC 34 1/4 COR SOUTH      40.040 METERS 32948     |
 MQ0465|---------------------------------------------------------------------|
 MQ0465
 MQ0465                          SUPERSEDED SURVEY CONTROL
 MQ0465
 MQ0465  NAD 83(1986)-  41 44 35.14541(N)    109 10 37.54774(W) AD(       ) 2
 MQ0465  NAD 27      -  41 44 35.27400(N)    109 10 35.09900(W) AD(       ) 2
 MQ0465  NGVD 29 (07/19/86) 2151.1    (m)         7057.     (f) VERT ANG       
 MQ0465
 MQ0465.Superseded values are not recommended for survey control.
 MQ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0465.See file dsdata.txt to determine how the superseded data were derived.
 MQ0465
 MQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM5157722859(NAD 83)
 MQ0465_MARKER: DD = SURVEY DISK
 MQ0465_SETTING: 0 = UNSPECIFIED SETTING
 MQ0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0465
 MQ0465  HISTORY     - Date     Condition        Report By
 MQ0465  HISTORY     - 1931     MONUMENTED       USGLO
 MQ0465  HISTORY     - 1942     GOOD             CGS
 MQ0465
 MQ0465                          STATION DESCRIPTION
 MQ0465
 MQ0465'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 MQ0465'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 26.
 MQ0465'G.L.O. STATION 26 (SEE DESCRIPTION THEREOF) IS 40.040 METERS
 MQ0465'(131.36 FEET) DISTANT N 30 DEG 14 MIN W.
 MQ0465
 MQ0465                          STATION RECOVERY (1942)
 MQ0465
 MQ0465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LVE)
 MQ0465'RECOVERED.  STATION IDENTICAL WITH REFERENCE MARK NO. 1 OF
 MQ0465'G.L.O. STATION 26.  SEE RECOVERY NOTE FOR G.L.O. STATION 26
 MQ0465'FOR ADDITIONAL DATA ON LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0490 ***********************************************************************
 PV0490  DESIGNATION -  GLO 3 RM
 PV0490  PID         -  PV0490
 PV0490  STATE/COUNTY-  WY/WESTON
 PV0490  USGS QUAD   -  SHELDON CREEK (1984)
 PV0490
 PV0490                         *CURRENT SURVEY CONTROL
 PV0490  ___________________________________________________________________
 PV0490* NAD 83(1993)-  44 10 48.30816(N)    104 28 38.60906(W)     ADJUSTED  
 PV0490* NAVD 88     -      1454.6    (meters)    4772.     (feet)  VERTCON   
 PV0490  ___________________________________________________________________
 PV0490  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 PV0490  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 PV0490
 PV0490  HORZ ORDER  -  SECOND
 PV0490
 PV0490.The horizontal coordinates were established by classical geodetic methods
 PV0490.and adjusted by the National Geodetic Survey in January 1998..
 PV0490
 PV0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0490
 PV0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0490
 PV0490.The geoid height was determined by GEOID03.
 PV0490
 PV0490;                    North         East     Units Scale Factor Converg.
 PV0490;SPC WY E     -   408,989.141   255,113.248   MT  0.99997484   +0 28 49.4
 PV0490;UTM  13      - 4,892,007.639   541,772.755   MT  0.99962146   +0 21 51.2
 PV0490
 PV0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0490!SPC WY E     -   0.99977412  x   0.99997484  =   0.99974897
 PV0490!UTM  13      -   0.99977412  x   0.99962146  =   0.99939567
 PV0490
 PV0490|---------------------------------------------------------------------|
 PV0490| PID    Reference Object                     Distance      Geod. Az  |
 PV0490|                                                           dddmmss.s |
 PV0490| PV0491 T49N R64 63W SECS 31 36=GLO 3       111.147 METERS 05016     |
 PV0490| PV0484 INYANKARA                           APPROX.10.8 KM 0700705.3 |
 PV0490|---------------------------------------------------------------------|
 PV0490
 PV0490                          SUPERSEDED SURVEY CONTROL
 PV0490
 PV0490  NAD 83(1993)-  44 10 48.30815(N)    104 28 38.60908(W) AD(       ) 2
 PV0490  NAD 83(1986)-  44 10 48.30319(N)    104 28 38.60221(W) AD(       ) 2
 PV0490  NAD 27      -  44 10 48.36500(N)    104 28 36.77700(W) AD(       ) 2
 PV0490  NGVD 29 (07/19/86) 1454.0    (m)         4770.     (f) VERT ANG       
 PV0490
 PV0490.Superseded values are not recommended for survey control.
 PV0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0490.See file dsdata.txt to determine how the superseded data were derived.
 PV0490
 PV0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ4177392008(NAD 83)
 PV0490_MARKER: Z = SEE DESCRIPTION
 PV0490_SETTING: 0 = UNSPECIFIED SETTING
 PV0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0490
 PV0490  HISTORY     - Date     Condition        Report By
 PV0490  HISTORY     - 1925     MONUMENTED       CGS
 PV0490
 PV0490                          STATION DESCRIPTION
 PV0490
 PV0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PV0490'IDENTICAL WITH REFERENCE MARK OF G.L.O. STATION 3 (SEE DESCRIPTION
 PV0490'THEREOF).  TYPE OF MARK NOT REPORTED.  ELEVATION--1.454 METERS
 PV0490'(4.770 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0503 ***********************************************************************
 PV0503  DESIGNATION -  GLO 4 RM 1
 PV0503  PID         -  PV0503
 PV0503  STATE/COUNTY-  WY/CROOK
 PV0503  USGS QUAD   -  THE ROCKS (1984)
 PV0503
 PV0503                         *CURRENT SURVEY CONTROL
 PV0503  ___________________________________________________________________
 PV0503* NAD 83(1993)-  44 25 16.99347(N)    104 35 53.94668(W)     ADJUSTED  
 PV0503* NAVD 88     -      1514.6    (meters)    4969.     (feet)  VERTCON   
 PV0503  ___________________________________________________________________
 PV0503  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 PV0503  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 PV0503
 PV0503  HORZ ORDER  -  SECOND
 PV0503
 PV0503.The horizontal coordinates were established by classical geodetic methods
 PV0503.and adjusted by the National Geodetic Survey in January 1997..
 PV0503
 PV0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0503
 PV0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0503
 PV0503.The geoid height was determined by GEOID03.
 PV0503
 PV0503;                    North         East     Units Scale Factor Converg.
 PV0503;SPC WY E     -   435,726.507   245,258.360   MT  0.99996268   +0 23 52.1
 PV0503;UTM  13      - 4,918,755.560   531,975.657   MT  0.99961257   +0 16 52.1
 PV0503
 PV0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0503!SPC WY E     -   0.99976471  x   0.99996268  =   0.99972740
 PV0503!UTM  13      -   0.99976471  x   0.99961257  =   0.99937737
 PV0503
 PV0503:                Primary Azimuth Mark                     Grid Az
 PV0503:SPC WY E     -  SUNDANCE                                 060 53 06.3
 PV0503:UTM  13      -  SUNDANCE                                 061 00 06.3
 PV0503
 PV0503|---------------------------------------------------------------------|
 PV0503| PID    Reference Object                     Distance      Geod. Az  |
 PV0503|                                                           dddmmss.s |
 PV0503| PV0498 SUNDANCE                            APPROX.13.3 KM 0611658.4 |
 PV0503| PV0502 T51N R65 64W SECS 7 12 1/4 COR=GLO  134.958 METERS 20104     |
 PV0503|---------------------------------------------------------------------|
 PV0503
 PV0503                          SUPERSEDED SURVEY CONTROL
 PV0503
 PV0503  NAD 83(1986)-  44 25 16.98401(N)    104 35 53.93342(W) AD(       ) 2
 PV0503  NAD 27      -  44 25 17.04200(N)    104 35 52.07000(W) AD(       ) 2
 PV0503  NGVD 29 (07/19/86) 1514.0    (m)         4967.     (f) VERT ANG       
 PV0503
 PV0503.Superseded values are not recommended for survey control.
 PV0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0503.See file dsdata.txt to determine how the superseded data were derived.
 PV0503
 PV0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK3197618756(NAD 83)
 PV0503_MARKER: Z = SEE DESCRIPTION
 PV0503_SETTING: 0 = UNSPECIFIED SETTING
 PV0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0503
 PV0503  HISTORY     - Date     Condition        Report By
 PV0503  HISTORY     - 1925     MONUMENTED       USGLO
 PV0503  HISTORY     - 1931     GOOD             CGS
 PV0503
 PV0503                          STATION DESCRIPTION
 PV0503
 PV0503'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PV0503'PUBLIC LAND SURVEY MONUMENT, WHICH IS QUARTER-SECTION CORNER
 PV0503'OF SECS. 7 AND 12, TPS. 51 N., RS. 64 AND 65 W., SIXTH PRINCIPAL
 PV0503'MERIDIAN.
 PV0503
 PV0503                          STATION RECOVERY (1931)
 PV0503
 PV0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 PV0503'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 4
 PV0503'ELEVATION--1,514 METERS (4,967 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0501 ***********************************************************************
 PV0501  DESIGNATION -  GLO 4 RM 2
 PV0501  PID         -  PV0501
 PV0501  STATE/COUNTY-  WY/CROOK
 PV0501  USGS QUAD   -  THE ROCKS (1984)
 PV0501
 PV0501                         *CURRENT SURVEY CONTROL
 PV0501  ___________________________________________________________________
 PV0501* NAD 83(1993)-  44 25 12.44300(N)    104 35 57.21337(W)     ADJUSTED  
 PV0501* NAVD 88     -      1507.     (meters)    4944.     (feet)  SCALED    
 PV0501  ___________________________________________________________________
 PV0501  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 PV0501  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 PV0501
 PV0501  HORZ ORDER  -  SECOND
 PV0501
 PV0501.The horizontal coordinates were established by classical geodetic methods
 PV0501.and adjusted by the National Geodetic Survey in January 1997..
 PV0501
 PV0501.The orthometric height was scaled from a topographic map.
 PV0501
 PV0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0501
 PV0501.The geoid height was determined by GEOID03.
 PV0501
 PV0501;                    North         East     Units Scale Factor Converg.
 PV0501;SPC WY E     -   435,585.556   245,187.075   MT  0.99996260   +0 23 49.8
 PV0501;UTM  13      - 4,918,614.804   531,904.111   MT  0.99961252   +0 16 49.8
 PV0501
 PV0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0501!SPC WY E     -   0.99976596  x   0.99996260  =   0.99972857
 PV0501!UTM  13      -   0.99976596  x   0.99961252  =   0.99937857
 PV0501
 PV0501                          SUPERSEDED SURVEY CONTROL
 PV0501
 PV0501  NAD 83(1986)-  44 25 12.43355(N)    104 35 57.20009(W) AD(       ) 2
 PV0501  NAD 27      -  44 25 12.50000(N)    104 35 55.33000(W) AD(       ) 2
 PV0501
 PV0501.Superseded values are not recommended for survey control.
 PV0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0501.See file dsdata.txt to determine how the superseded data were derived.
 PV0501
 PV0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK3190418615(NAD 83)
 PV0501_MARKER: Z = SEE DESCRIPTION
 PV0501_SETTING: 0 = UNSPECIFIED SETTING
 PV0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0501
 PV0501  HISTORY     - Date     Condition        Report By
 PV0501  HISTORY     - 1925     MONUMENTED       USGLO
 PV0501
 PV0501                          STATION DESCRIPTION
 PV0501
 PV0501'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PV0501'PUBLIC LAND SURVEY MONUMENT, WHICH IS QUARTER-SECTION CORNER
 PV0501'OF SECS. 7 AND 12, TPS. 51 N., RS. 64 AND 65 W., SIXTH PRINCIPAL
 PV0501'MERIDIAN.  REFERENCE MARK
 PV0501'NO. 2 IS 27.699 METERS (90.88 FEET) FROM STATION S 58 DEG 33 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0549 ***********************************************************************
 PV0549  DESIGNATION -  GLO 5 RM 1
 PV0549  PID         -  PV0549
 PV0549  STATE/COUNTY-  WY/CAMPBELL
 PV0549  USGS QUAD   -  ROZET SE (1971)
 PV0549
 PV0549                         *CURRENT SURVEY CONTROL
 PV0549  ___________________________________________________________________
 PV0549* NAD 83(1993)-  44 19 20.39329(N)    105 05 07.04432(W)     ADJUSTED  
 PV0549* NAVD 88     -      1325.     (meters)    4347.     (feet)  SCALED    
 PV0549  ___________________________________________________________________
 PV0549  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 PV0549  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 PV0549
 PV0549  HORZ ORDER  -  SECOND
 PV0549
 PV0549.The horizontal coordinates were established by classical geodetic methods
 PV0549.and adjusted by the National Geodetic Survey in January 1997..
 PV0549
 PV0549.The orthometric height was scaled from a topographic map.
 PV0549
 PV0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0549
 PV0549.The geoid height was determined by GEOID03.
 PV0549
 PV0549;                    North         East     Units Scale Factor Converg.
 PV0549;SPC WY E     -   424,566.289   206,491.060   MT  0.99993802   +0 03 24.7
 PV0549;UTM  13      - 4,907,678.038   493,199.072   MT  0.99960057   -0 03 34.5
 PV0549
 PV0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0549!SPC WY E     -   0.99979459  x   0.99993802  =   0.99973262
 PV0549!UTM  13      -   0.99979459  x   0.99960057  =   0.99939524
 PV0549
 PV0549                          SUPERSEDED SURVEY CONTROL
 PV0549
 PV0549  NAD 83(1986)-  44 19 20.38172(N)    105 05 07.01983(W) AD(       ) 2
 PV0549  NAD 27      -  44 19 20.45000(N)    105 05 05.09000(W) AD(       ) 2
 PV0549
 PV0549.Superseded values are not recommended for survey control.
 PV0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0549.See file dsdata.txt to determine how the superseded data were derived.
 PV0549
 PV0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK9319907678(NAD 83)
 PV0549_MARKER: Z = SEE DESCRIPTION
 PV0549_SETTING: 0 = UNSPECIFIED SETTING
 PV0549_STAMPING: GLO 5 NO 1
 PV0549_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0549
 PV0549  HISTORY     - Date     Condition        Report By
 PV0549  HISTORY     - 1925     MONUMENTED       USGLO
 PV0549  HISTORY     - 20000609 GOOD             USGS
 PV0549
 PV0549                          STATION DESCRIPTION
 PV0549
 PV0549'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PV0549'GLO STATION 5, WHICH IS CORNER OF SECS. 7, 12,
 PV0549'13, AND 18.  TPS. 50 N., RS. 68 AND 69 W., SIXTH PRINCIPAL MERIDIAN.
 PV0549'REFERENCE MARK NO. 1 IS 22.26
 PV0549'METERS (73.0 FEET) FROM STATION S 54 DEG 17 MIN W.
 PV0549
 PV0549                          STATION RECOVERY (2000)
 PV0549
 PV0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0549'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0548 ***********************************************************************
 PV0548  DESIGNATION -  GLO 5 RM 2
 PV0548  PID         -  PV0548
 PV0548  STATE/COUNTY-  WY/CAMPBELL
 PV0548  USGS QUAD   -  ROZET SE (1971)
 PV0548
 PV0548                         *CURRENT SURVEY CONTROL
 PV0548  ___________________________________________________________________
 PV0548* NAD 83(1993)-  44 19 25.82364(N)    105 05 11.00591(W)     ADJUSTED  
 PV0548* NAVD 88     -      1344.6    (meters)    4411.     (feet)  VERTCON   
 PV0548  ___________________________________________________________________
 PV0548  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 PV0548  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 PV0548
 PV0548  HORZ ORDER  -  SECOND
 PV0548
 PV0548.The horizontal coordinates were established by classical geodetic methods
 PV0548.and adjusted by the National Geodetic Survey in January 1997..
 PV0548
 PV0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0548
 PV0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0548
 PV0548.The geoid height was determined by GEOID03.
 PV0548
 PV0548;                    North         East     Units Scale Factor Converg.
 PV0548;SPC WY E     -   424,733.807   206,403.119   MT  0.99993800   +0 03 21.9
 PV0548;UTM  13      - 4,907,845.677   493,111.500   MT  0.99960058   -0 03 37.3
 PV0548
 PV0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0548!SPC WY E     -   0.99979146  x   0.99993800  =   0.99972947
 PV0548!UTM  13      -   0.99979146  x   0.99960058  =   0.99939212
 PV0548
 PV0548|---------------------------------------------------------------------|
 PV0548| PID    Reference Object                     Distance      Geod. Az  |
 PV0548|                                                           dddmmss.s |
 PV0548| PV0550 T50N R69 68W SECS 7 12 13 18        187.380 METERS 14536     |
 PV0548| PV0551 ROZET                               APPROX.12.8 KM 2763138.8 |
 PV0548|---------------------------------------------------------------------|
 PV0548
 PV0548                          SUPERSEDED SURVEY CONTROL
 PV0548
 PV0548  NAD 83(1986)-  44 19 25.81206(N)    105 05 10.98144(W) AD(       ) 2
 PV0548  NAD 27      -  44 19 25.87800(N)    105 05 09.04500(W) AD(       ) 2
 PV0548  NGVD 29 (07/19/86) 1344.0    (m)         4409.     (f) VERT ANG       
 PV0548
 PV0548.Superseded values are not recommended for survey control.
 PV0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0548.See file dsdata.txt to determine how the superseded data were derived.
 PV0548
 PV0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK9311207846(NAD 83)
 PV0548_MARKER: Z = SEE DESCRIPTION
 PV0548_SETTING: 66 = SET IN ROCK OUTCROP
 PV0548_STAMPING: GLO 5 NO 2
 PV0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0548
 PV0548  HISTORY     - Date     Condition        Report By
 PV0548  HISTORY     - 1925     MONUMENTED       USGLO
 PV0548  HISTORY     - 1971     SEE DESCRIPTION  USGS
 PV0548  HISTORY     - 20000609 GOOD             USGS
 PV0548
 PV0548                          STATION DESCRIPTION
 PV0548
 PV0548'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PV0548'IDENTICAL WITH REFERENCE MARK NO. 2 OF G. L. O. STATION 5
 PV0548'ELEVATION--1,344 METERS (4,409 FEET).
 PV0548
 PV0548                          STATION RECOVERY (1971)
 PV0548
 PV0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRS)
 PV0548'TO REACH STATION FROM ROZET, WYO.  PROCEED
 PV0548'EAST ON HWY. 14 AND 16 FOR 5.4 MILES TO THE FIRST UNDERPASS ON
 PV0548'I-90.  TURN LEFT (NORTH) AND PROCEED NORTH FOR 3.2 MILES TO A
 PV0548'T-RD EAST.  PROCEED EAST FOR 1 (ONE) MILE TO A CATTLE GUARD,
 PV0548'TURN RIGHT (SOUTH) ON WEST SIDE OF FENCE AND PROCEED FOR 0.3
 PV0548'MILE TO A SADDLE, AT SADDLE PROCEED SOUTH-WEST FOR 0.1 MILE TO
 PV0548'GLO 5 ECCENTRIC R.M. 2.  THE MARK IS IN A SMALL OUTCROPPING OF
 PV0548'ROCK.
 PV0548
 PV0548                          STATION RECOVERY (2000)
 PV0548
 PV0548'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0548'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0573 ***********************************************************************
 PV0573  DESIGNATION -  GLO 6 RM 1
 PV0573  PID         -  PV0573
 PV0573  STATE/COUNTY-  WY/CAMPBELL
 PV0573  USGS QUAD   -  CALF CREEK (1971)
 PV0573
 PV0573                         *CURRENT SURVEY CONTROL
 PV0573  ___________________________________________________________________
 PV0573* NAD 83(1993)-  44 32 14.28941(N)    105 32 02.11749(W)     ADJUSTED  
 PV0573* NAVD 88     -      1312.6    (meters)    4306.     (feet)  VERTCON   
 PV0573  ___________________________________________________________________
 PV0573  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 PV0573  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 PV0573
 PV0573  HORZ ORDER  -  SECOND
 PV0573
 PV0573.The horizontal coordinates were established by classical geodetic methods
 PV0573.and adjusted by the National Geodetic Survey in January 1997..
 PV0573
 PV0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0573
 PV0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0573
 PV0573.The geoid height was determined by GEOID03.
 PV0573
 PV0573;                    North         East     Units Scale Factor Converg.
 PV0573;SPC WY E     -   448,514.914   170,812.832   MT  0.99994797   -0 15 27.3
 PV0573;UTM  13      - 4,931,691.299   457,581.502   MT  0.99962213   -0 22 28.1
 PV0573
 PV0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0573!SPC WY E     -   0.99979647  x   0.99994797  =   0.99974445
 PV0573!UTM  13      -   0.99979647  x   0.99962213  =   0.99941868
 PV0573
 PV0573:                Primary Azimuth Mark                     Grid Az
 PV0573:SPC WY E     -  FELIX                                    245 42 29.4
 PV0573:UTM  13      -  FELIX                                    245 49 30.2
 PV0573
 PV0573|---------------------------------------------------------------------|
 PV0573| PID    Reference Object                     Distance      Geod. Az  |
 PV0573|                                                           dddmmss.s |
 PV0573| PV0565 FELIX                               APPROX.23.1 KM 2452702.1 |
 PV0573| PV0572 T53N R72W SECS 28 29 32 33          243.417 METERS 32404     |
 PV0573|---------------------------------------------------------------------|
 PV0573
 PV0573                          SUPERSEDED SURVEY CONTROL
 PV0573
 PV0573  NAD 83(1986)-  44 32 14.27215(N)    105 32 02.09171(W) AD(       ) 2
 PV0573  NAD 27      -  44 32 14.33900(N)    105 32 00.07300(W) AD(       ) 2
 PV0573  NGVD 29 (07/19/86) 1312.0    (m)         4304.     (f) VERT ANG       
 PV0573
 PV0573.Superseded values are not recommended for survey control.
 PV0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0573.See file dsdata.txt to determine how the superseded data were derived.
 PV0573
 PV0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK5758231691(NAD 83)
 PV0573_MARKER: Z = SEE DESCRIPTION
 PV0573_SETTING: 0 = UNSPECIFIED SETTING
 PV0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0573
 PV0573  HISTORY     - Date     Condition        Report By
 PV0573  HISTORY     - 1925     MONUMENTED       USGLO
 PV0573  HISTORY     - 1963     GOOD             CGS
 PV0573
 PV0573                          STATION DESCRIPTION
 PV0573
 PV0573'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PV0573'GLO STATION 6, WHICH IS CORNER OF SECS. 28, 29,
 PV0573'32, AND 33, T. 53 N., R. 72 W., SIXTH PRINCIPAL MERIDIAN.
 PV0573'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 6
 PV0573'ELEVATION--1,312 METERS (4,304 FEET).
 PV0573
 PV0573                          STATION RECOVERY (1963)
 PV0573
 PV0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 PV0573'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0571 ***********************************************************************
 PV0571  DESIGNATION -  GLO 6 RM 2
 PV0571  PID         -  PV0571
 PV0571  STATE/COUNTY-  WY/CAMPBELL
 PV0571  USGS QUAD   -  CALF CREEK (1971)
 PV0571
 PV0571                         *CURRENT SURVEY CONTROL
 PV0571  ___________________________________________________________________
 PV0571* NAD 83(1993)-  44 32 20.30880(N)    105 32 09.22588(W)     ADJUSTED  
 PV0571* NAVD 88     -      1297.     (meters)    4255.     (feet)  SCALED    
 PV0571  ___________________________________________________________________
 PV0571  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 PV0571  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 PV0571
 PV0571  HORZ ORDER  -  SECOND
 PV0571
 PV0571.The horizontal coordinates were established by classical geodetic methods
 PV0571.and adjusted by the National Geodetic Survey in January 1997..
 PV0571
 PV0571.The orthometric height was scaled from a topographic map.
 PV0571
 PV0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0571
 PV0571.The geoid height was determined by GEOID03.
 PV0571
 PV0571;                    North         East     Units Scale Factor Converg.
 PV0571;SPC WY E     -   448,701.413   170,656.746   MT  0.99994808   -0 15 32.3
 PV0571;UTM  13      - 4,931,878.056   457,425.847   MT  0.99962229   -0 22 33.2
 PV0571
 PV0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0571!SPC WY E     -   0.99979898  x   0.99994808  =   0.99974707
 PV0571!UTM  13      -   0.99979898  x   0.99962229  =   0.99942135
 PV0571
 PV0571                          SUPERSEDED SURVEY CONTROL
 PV0571
 PV0571  NAD 83(1986)-  44 32 20.29152(N)    105 32 09.20010(W) AD(       ) 2
 PV0571  NAD 27      -  44 32 20.36000(N)    105 32 07.17000(W) AD(       ) 2
 PV0571
 PV0571.Superseded values are not recommended for survey control.
 PV0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0571.See file dsdata.txt to determine how the superseded data were derived.
 PV0571
 PV0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK5742631878(NAD 83)
 PV0571_MARKER: Z = SEE DESCRIPTION
 PV0571_SETTING: 0 = UNSPECIFIED SETTING
 PV0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0571
 PV0571  HISTORY     - Date     Condition        Report By
 PV0571  HISTORY     - 1925     MONUMENTED       USGLO
 PV0571
 PV0571                          STATION DESCRIPTION
 PV0571
 PV0571'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PV0571'GLO STATION 6, WHICH IS CORNER OF SECS. 28, 29,
 PV0571'32, AND 33, T. 53 N., R. 72 W., SIXTH PRINCIPAL MERIDIAN.
 PV0571'
 PV0571'REFERENCE MARK NO. 2 IS 17.962
 PV0571'METERS (58.93 FEET) FROM STATION S 51 DEG 17 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0563 ***********************************************************************
 PV0563  DESIGNATION -  GLO 7 RM 1
 PV0563  PID         -  PV0563
 PV0563  STATE/COUNTY-  WY/CAMPBELL
 PV0563  USGS QUAD   -  FOUR BAR J RANCH (1971)
 PV0563
 PV0563                         *CURRENT SURVEY CONTROL
 PV0563  ___________________________________________________________________
 PV0563* NAD 83(1993)-  44 10 20.06287(N)    105 41 32.78314(W)     ADJUSTED  
 PV0563* NAVD 88     -      1512.7    (meters)    4963.     (feet)  VERTCON   
 PV0563  ___________________________________________________________________
 PV0563  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 PV0563  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0563
 PV0563  HORZ ORDER  -  SECOND
 PV0563
 PV0563.The horizontal coordinates were established by classical geodetic methods
 PV0563.and adjusted by the National Geodetic Survey in January 1997..
 PV0563
 PV0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0563
 PV0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0563
 PV0563.The geoid height was determined by GEOID03.
 PV0563
 PV0563;                    North         East     Units Scale Factor Converg.
 PV0563;SPC WY E     -   408,020.779   157,954.538   MT  0.99995923   -0 21 58.9
 PV0563;UTM  13      - 4,891,236.498   444,645.071   MT  0.99963768   -0 28 57.1
 PV0563
 PV0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0563!SPC WY E     -   0.99976511  x   0.99995923  =   0.99972435
 PV0563!UTM  13      -   0.99976511  x   0.99963768  =   0.99940287
 PV0563
 PV0563|---------------------------------------------------------------------|
 PV0563| PID    Reference Object                     Distance      Geod. Az  |
 PV0563|                                                           dddmmss.s |
 PV0563| PV0562 T49N R74 73W SECS 31 36 SC           48.107 METERS 19642     |
 PV0563| PV0560 JAY                                 APPROX. 7.1 KM 2005610.1 |
 PV0563|---------------------------------------------------------------------|
 PV0563
 PV0563                          SUPERSEDED SURVEY CONTROL
 PV0563
 PV0563  NAD 83(1986)-  44 10 20.04795(N)    105 41 32.75223(W) AD(       ) 2
 PV0563  NAD 27      -  44 10 20.07700(N)    105 41 30.73700(W) AD(       ) 2
 PV0563  NGVD 29 (07/19/86) 1512.0    (m)         4961.     (f) VERT ANG       
 PV0563
 PV0563.Superseded values are not recommended for survey control.
 PV0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0563.See file dsdata.txt to determine how the superseded data were derived.
 PV0563
 PV0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ4464591236(NAD 83)
 PV0563_MARKER: Z = SEE DESCRIPTION
 PV0563_SETTING: 0 = UNSPECIFIED SETTING
 PV0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0563
 PV0563  HISTORY     - Date     Condition        Report By
 PV0563  HISTORY     - 1925     MONUMENTED       USGLO
 PV0563
 PV0563                          STATION DESCRIPTION
 PV0563
 PV0563'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PV0563'GLO STATION 7 WHICH IS CORNER OF SECS. 31 AND 36,
 PV0563'TPS. 49 N., RS. 73 AND 74 W., SIXTH PRINCIPAL MERIDIAN.
 PV0563'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 7.
 PV0563'ELEVATION--1,512 METERS (4.961 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0561 ***********************************************************************
 PV0561  DESIGNATION -  GLO 7 RM 2
 PV0561  PID         -  PV0561
 PV0561  STATE/COUNTY-  WY/CAMPBELL
 PV0561  USGS QUAD   -  FOUR BAR J RANCH (1971)
 PV0561
 PV0561                         *CURRENT SURVEY CONTROL
 PV0561  ___________________________________________________________________
 PV0561* NAD 83(1993)-  44 10 18.95550(N)    105 41 33.89219(W)     ADJUSTED  
 PV0561* NAVD 88     -      1510.     (meters)    4954.     (feet)  SCALED    
 PV0561  ___________________________________________________________________
 PV0561  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 PV0561  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0561
 PV0561  HORZ ORDER  -  SECOND
 PV0561
 PV0561.The horizontal coordinates were established by classical geodetic methods
 PV0561.and adjusted by the National Geodetic Survey in January 1997..
 PV0561
 PV0561.The orthometric height was scaled from a topographic map.
 PV0561
 PV0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0561
 PV0561.The geoid height was determined by GEOID03.
 PV0561
 PV0561;                    North         East     Units Scale Factor Converg.
 PV0561;SPC WY E     -   407,986.760   157,929.683   MT  0.99995926   -0 21 59.7
 PV0561;UTM  13      - 4,891,202.540   444,620.156   MT  0.99963772   -0 28 57.8
 PV0561
 PV0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0561!SPC WY E     -   0.99976558  x   0.99995926  =   0.99972485
 PV0561!UTM  13      -   0.99976558  x   0.99963772  =   0.99940338
 PV0561
 PV0561                          SUPERSEDED SURVEY CONTROL
 PV0561
 PV0561  NAD 83(1986)-  44 10 18.94058(N)    105 41 33.86128(W) AD(       ) 2
 PV0561  NAD 27      -  44 10 18.98000(N)    105 41 31.85000(W) AD(       ) 2
 PV0561
 PV0561.Superseded values are not recommended for survey control.
 PV0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0561.See file dsdata.txt to determine how the superseded data were derived.
 PV0561
 PV0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ4462091203(NAD 83)
 PV0561_MARKER: Z = SEE DESCRIPTION
 PV0561_SETTING: 0 = UNSPECIFIED SETTING
 PV0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0561
 PV0561  HISTORY     - Date     Condition        Report By
 PV0561  HISTORY     - 1925     MONUMENTED       USGLO
 PV0561
 PV0561                          STATION DESCRIPTION
 PV0561
 PV0561'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PV0561'GLO STATION 7 WHICH IS CORNER OF SECS. 31 AND 36,
 PV0561'TPS. 49 N., RS. 73 AND 74 W., SIXTH PRINCIPAL MERIDIAN.
 PV0561'REFERENCE MARK NO. 2 IS 16.074 METERS (52.74 FEET) FROM STATION
 PV0561'N 42 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0454 ***********************************************************************
 PW0454  DESIGNATION -  GLO 8 A RM 1
 PW0454  PID         -  PW0454
 PW0454  STATE/COUNTY-  WY/JOHNSON
 PW0454  USGS QUAD   -  SOMERVILLE FLATS EAST (1972)
 PW0454
 PW0454                         *CURRENT SURVEY CONTROL
 PW0454  ___________________________________________________________________
 PW0454* NAD 83(1993)-  44 20 30.20422(N)    106 03 00.95629(W)     ADJUSTED  
 PW0454* NAVD 88     -      1397.     (meters)    4583.     (feet)  SCALED    
 PW0454  ___________________________________________________________________
 PW0454  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 PW0454  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 PW0454  OBS GRAVITY -     980,129.0   (mgal)                       GRAV_OBS
 PW0454
 PW0454  HORZ ORDER  -  SECOND
 PW0454
 PW0454.The horizontal coordinates were established by classical geodetic methods
 PW0454.and adjusted by the National Geodetic Survey in January 1997..
 PW0454
 PW0454.The orthometric height was scaled from a topographic map.
 PW0454
 PW0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0454
 PW0454.The geoid height was determined by GEOID03.
 PW0454.The observed gravity was obtained from relative gravimeter ties
 PW0454.to the IGSN71 gravity network.
 PW0454
 PW0454;                    North         East     Units Scale Factor Converg.
 PW0454;SPC WYEC     -   527,518.486   502,311.297   MT  1.00006619   +0 53 48.7
 PW0454;SPC WY E     -   427,097.480   129,542.253   MT  0.99999853   -0 37 03.4
 PW0454;UTM  13      - 4,910,364.779   416,280.568   MT  0.99968620   -0 44 02.8
 PW0454
 PW0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0454!SPC WYEC     -   0.99978334  x   1.00006619  =   0.99984952
 PW0454!SPC WY E     -   0.99978334  x   0.99999853  =   0.99978187
 PW0454!UTM  13      -   0.99978334  x   0.99968620  =   0.99946961
 PW0454
 PW0454:                Primary Azimuth Mark                     Grid Az
 PW0454:SPC WYEC     -  GLO 8 A RM 2                             268 29 04.2
 PW0454:SPC WY E     -  GLO 8 A RM 2                             269 59 56.3
 PW0454:UTM  13      -  GLO 8 A RM 2                             270 06 55.7
 PW0454
 PW0454|---------------------------------------------------------------------|
 PW0454| PID    Reference Object                     Distance      Geod. Az  |
 PW0454|                                                           dddmmss.s |
 PW0454| PW0453 GLO 8 A RM 2                        475.980 METERS 2692252.9 |
 PW0454|---------------------------------------------------------------------|
 PW0454
 PW0454                          SUPERSEDED SURVEY CONTROL
 PW0454
 PW0454  NAD 83(1986)-  44 20 30.18673(N)    106 03 00.92288(W) AD(       ) 2
 PW0454  NAD 27      -  44 20 30.26000(N)    106 02 58.84700(W) AD(       ) 2
 PW0454
 PW0454.Superseded values are not recommended for survey control.
 PW0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0454.See file dsdata.txt to determine how the superseded data were derived.
 PW0454
 PW0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK1628110365(NAD 83)
 PW0454_MARKER: Z = SEE DESCRIPTION
 PW0454_SETTING: 0 = UNSPECIFIED SETTING
 PW0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0454
 PW0454  HISTORY     - Date     Condition        Report By
 PW0454  HISTORY     - 1925     MONUMENTED       USGLO
 PW0454
 PW0454                          STATION DESCRIPTION
 PW0454
 PW0454'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PW0454'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 8 A
 PW0454'(SEE DESCRIPTION THEREOF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0453 ***********************************************************************
 PW0453  DESIGNATION -  GLO 8 A RM 2
 PW0453  PID         -  PW0453
 PW0453  STATE/COUNTY-  WY/JOHNSON
 PW0453  USGS QUAD   -  SOMERVILLE FLATS EAST (1972)
 PW0453
 PW0453                         *CURRENT SURVEY CONTROL
 PW0453  ___________________________________________________________________
 PW0453* NAD 83(1993)-  44 20 30.03716(N)    106 03 22.44278(W)     ADJUSTED  
 PW0453* NAVD 88     -      1397.     (meters)    4583.     (feet)  SCALED    
 PW0453  ___________________________________________________________________
 PW0453  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 PW0453  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 PW0453
 PW0453  HORZ ORDER  -  SECOND
 PW0453
 PW0453.The horizontal coordinates were established by classical geodetic methods
 PW0453.and adjusted by the National Geodetic Survey in January 1997..
 PW0453
 PW0453.The orthometric height was scaled from a topographic map.
 PW0453
 PW0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0453
 PW0453.The geoid height was determined by GEOID03.
 PW0453
 PW0453;                    North         East     Units Scale Factor Converg.
 PW0453;SPC WYEC     -   527,505.897   501,835.452   MT  1.00006499   +0 53 33.7
 PW0453;SPC WY E     -   427,097.471   129,066.274   MT  0.99999936   -0 37 18.4
 PW0453;UTM  13      - 4,910,365.738   415,804.738   MT  0.99968718   -0 44 17.8
 PW0453
 PW0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0453!SPC WYEC     -   0.99978334  x   1.00006499  =   0.99984832
 PW0453!SPC WY E     -   0.99978334  x   0.99999936  =   0.99978270
 PW0453!UTM  13      -   0.99978334  x   0.99968718  =   0.99947059
 PW0453
 PW0453:                Primary Azimuth Mark                     Grid Az
 PW0453:SPC WYEC     -  GLO 8 A RM 1                             088 29 04.2
 PW0453:SPC WY E     -  GLO 8 A RM 1                             089 59 56.3
 PW0453:UTM  13      -  GLO 8 A RM 1                             090 06 55.7
 PW0453
 PW0453|---------------------------------------------------------------------|
 PW0453| PID    Reference Object                     Distance      Geod. Az  |
 PW0453|                                                           dddmmss.s |
 PW0453| PW0454 GLO 8 A RM 1                        475.980 METERS 0892237.9 |
 PW0453| PW0455 T50 51N R77W SECS 1 36 CC           265.921 METERS 32741     |
 PW0453|---------------------------------------------------------------------|
 PW0453
 PW0453                          SUPERSEDED SURVEY CONTROL
 PW0453
 PW0453  NAD 83(1986)-  44 20 30.01965(N)    106 03 22.40931(W) AD(       ) 2
 PW0453  NAD 27      -  44 20 30.09300(N)    106 03 20.32700(W) AD(       ) 2
 PW0453
 PW0453.Superseded values are not recommended for survey control.
 PW0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0453.See file dsdata.txt to determine how the superseded data were derived.
 PW0453
 PW0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK1580510366(NAD 83)
 PW0453_MARKER: I = METAL ROD
 PW0453_SETTING: 0 = UNSPECIFIED SETTING
 PW0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0453
 PW0453  HISTORY     - Date     Condition        Report By
 PW0453  HISTORY     - 1925     MONUMENTED       USGLO
 PW0453
 PW0453                          STATION DESCRIPTION
 PW0453
 PW0453'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PW0453'PUBLIC LAND SURVEY MONUMENT WHICH IS CLOSING CORNER OF SECS.
 PW0453'1 AND 36, TPS. 50 AND 51 N., R. 77 W., SIXTH PRINCIPAL MERIDIAN.
 PW0453'
 PW0453'REFERENCE MARK NO. 2 IS 265.8
 PW0453'METERS (872 FEET) FROM STATION S 32 DEG 19 MIN E.
 PW0453'CORNER OF SECS. 31 AND 6. TPS. 50 AND 51 N., R. 76 W.,
 PW0453'IS IDENTICAL WITH G.L.O. STATION 8 B (SEE DESCRIPTION
 PW0453'THEREOF) AND IS 39.942 METERS (131.04 FEET) FROM STATION
 PW0453'S 00 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0467 ***********************************************************************
 PW0467  DESIGNATION -  GLO 9 RM 1
 PW0467  PID         -  PW0467
 PW0467  STATE/COUNTY-  WY/SHERIDAN
 PW0467  USGS QUAD   -  S R SPRINGS (1970)
 PW0467
 PW0467                         *CURRENT SURVEY CONTROL
 PW0467  ___________________________________________________________________
 PW0467* NAD 83(1993)-  44 51 32.69740(N)    106 33 39.74469(W)     ADJUSTED  
 PW0467* NAVD 88     -      1296.8    (meters)    4255.     (feet)  VERTCON   
 PW0467  ___________________________________________________________________
 PW0467  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 PW0467  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 PW0467
 PW0467  HORZ ORDER  -  SECOND
 PW0467
 PW0467.The horizontal coordinates were established by classical geodetic methods
 PW0467.and adjusted by the National Geodetic Survey in January 1997..
 PW0467
 PW0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0467
 PW0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0467
 PW0467.The geoid height was determined by GEOID03.
 PW0467
 PW0467;                    North         East     Units Scale Factor Converg.
 PW0467;SPC WYEC     -   584,495.330   461,038.143   MT  0.99998330   +0 32 41.2
 PW0467;UTM  13      - 4,968,481.727   376,664.848   MT  0.99978705   -1 06 04.5
 PW0467
 PW0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0467!SPC WYEC     -   0.99979903  x   0.99998330  =   0.99978233
 PW0467!UTM  13      -   0.99979903  x   0.99978705  =   0.99958612
 PW0467
 PW0467:                Primary Azimuth Mark                     Grid Az
 PW0467:SPC WYEC     -  WHITMEYER                                164 03 27.0
 PW0467:UTM  13      -  WHITMEYER                                165 42 12.7
 PW0467
 PW0467|---------------------------------------------------------------------|
 PW0467| PID    Reference Object                     Distance      Geod. Az  |
 PW0467|                                                           dddmmss.s |
 PW0467| PW0468 WHITMEYER                           APPROX.12.0 KM 1643608.2 |
 PW0467| PW0466 T57N R81 80W SECS 31 36 SC          234.793 METERS 32111     |
 PW0467|---------------------------------------------------------------------|
 PW0467
 PW0467                          SUPERSEDED SURVEY CONTROL
 PW0467
 PW0467  NAD 83(1986)-  44 51 32.68387(N)    106 33 39.71837(W) AD(       ) 2
 PW0467  NAD 27      -  44 51 32.77500(N)    106 33 37.52800(W) AD(       ) 2
 PW0467  NGVD 29 (07/19/86) 1296.0    (m)         4252.     (f) VERT ANG       
 PW0467
 PW0467.Superseded values are not recommended for survey control.
 PW0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0467.See file dsdata.txt to determine how the superseded data were derived.
 PW0467
 PW0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK7666568482(NAD 83)
 PW0467_MARKER: I = METAL ROD
 PW0467_SETTING: 0 = UNSPECIFIED SETTING
 PW0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0467
 PW0467  HISTORY     - Date     Condition        Report By
 PW0467  HISTORY     - 1925     MONUMENTED       USGLO
 PW0467
 PW0467                          STATION DESCRIPTION
 PW0467
 PW0467'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PW0467'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 9 (SEE
 PW0467'DESCRIPTION THEREOF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0469 ***********************************************************************
 PW0469  DESIGNATION -  GLO 9 RM 2
 PW0469  PID         -  PW0469
 PW0469  STATE/COUNTY-  WY/SHERIDAN
 PW0469  USGS QUAD   -  S R SPRINGS (1970)
 PW0469
 PW0469                         *CURRENT SURVEY CONTROL
 PW0469  ___________________________________________________________________
 PW0469* NAD 83(1993)-  44 51 38.52934(N)    106 33 47.14139(W)     ADJUSTED  
 PW0469* NAVD 88     -      1281.     (meters)    4203.     (feet)  SCALED    
 PW0469  ___________________________________________________________________
 PW0469  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 PW0469  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 PW0469
 PW0469  HORZ ORDER  -  SECOND
 PW0469
 PW0469.The horizontal coordinates were established by classical geodetic methods
 PW0469.and adjusted by the National Geodetic Survey in January 1997..
 PW0469
 PW0469.The orthometric height was scaled from a topographic map.
 PW0469
 PW0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0469
 PW0469.The geoid height was determined by GEOID03.
 PW0469
 PW0469;                    North         East     Units Scale Factor Converg.
 PW0469;SPC WYEC     -   584,673.804   460,874.047   MT  0.99998305   +0 32 36.0
 PW0469;UTM  13      - 4,968,664.805   376,505.978   MT  0.99978753   -1 06 09.8
 PW0469
 PW0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0469!SPC WYEC     -   0.99980153  x   0.99998305  =   0.99978459
 PW0469!UTM  13      -   0.99980153  x   0.99978753  =   0.99958911
 PW0469
 PW0469                          SUPERSEDED SURVEY CONTROL
 PW0469
 PW0469  NAD 83(1986)-  44 51 38.51579(N)    106 33 47.11505(W) AD(       ) 2
 PW0469  NAD 27      -  44 51 38.61000(N)    106 33 44.92000(W) AD(       ) 2
 PW0469
 PW0469.Superseded values are not recommended for survey control.
 PW0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0469.See file dsdata.txt to determine how the superseded data were derived.
 PW0469
 PW0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK7650668665(NAD 83)
 PW0469_MARKER: Z = SEE DESCRIPTION
 PW0469_SETTING: 0 = UNSPECIFIED SETTING
 PW0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0469
 PW0469  HISTORY     - Date     Condition        Report By
 PW0469  HISTORY     - 1925     MONUMENTED       USGLO
 PW0469
 PW0469                          STATION DESCRIPTION
 PW0469
 PW0469'DESCRIBED BY US GENERAL LAND OFFICE 1925
 PW0469'REFERENCE MARK NO. 2 IS 15.517 METERS (50.91 FEET) FROM
 PW0469'STATION S 79 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0405 ***********************************************************************
 NR0405  DESIGNATION -  GOAT
 NR0405  PID         -  NR0405
 NR0405  STATE/COUNTY-  WY/NATRONA
 NR0405  USGS QUAD   -  BARLOW GAP (1959)
 NR0405
 NR0405                         *CURRENT SURVEY CONTROL
 NR0405  ___________________________________________________________________
 NR0405* NAD 83(1993)-  42 44 15.09574(N)    107 19 49.52091(W)     ADJUSTED  
 NR0405* NAVD 88     -      2433.7    (meters)    7985.     (feet)  VERTCON   
 NR0405  ___________________________________________________________________
 NR0405  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 NR0405  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 NR0405
 NR0405  HORZ ORDER  -  THIRD
 NR0405
 NR0405.The horizontal coordinates were established by classical geodetic methods
 NR0405.and adjusted by the National Geodetic Survey in January 1997..
 NR0405
 NR0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0405
 NR0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0405
 NR0405.The geoid height was determined by GEOID03.
 NR0405
 NR0405;                    North         East     Units Scale Factor Converg.
 NR0405;SPC WYEC     -   348,497.387   400,238.347   MT  0.99993750   +0 00 07.1
 NR0405;UTM  13      - 4,734,301.745   309,240.350   MT  1.00004771   -1 34 55.2
 NR0405
 NR0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0405!SPC WYEC     -   0.99962037  x   0.99993750  =   0.99955790
 NR0405!UTM  13      -   0.99962037  x   1.00004771  =   0.99966806
 NR0405
 NR0405:                Primary Azimuth Mark                     Grid Az
 NR0405:SPC WYEC     -  GOLPHER                                  324 24 52.5
 NR0405:UTM  13      -  GOLPHER                                  325 59 54.8
 NR0405
 NR0405|---------------------------------------------------------------------|
 NR0405| PID    Reference Object                     Distance      Geod. Az  |
 NR0405|                                                           dddmmss.s |
 NR0405| NR0415 GOLPHER                             APPROX. 4.6 KM 3242459.6 |
 NR0405|---------------------------------------------------------------------|
 NR0405
 NR0405                          SUPERSEDED SURVEY CONTROL
 NR0405
 NR0405  NAD 83(1986)-  42 44 15.08727(N)    107 19 49.51659(W) AD(       ) 3
 NR0405  NAD 27      -  42 44 15.24214(N)    107 19 47.28594(W) AD(       ) 3
 NR0405  NGVD 29 (07/19/86) 2432.6    (m)         7981.     (f) VERT ANG       
 NR0405
 NR0405.Superseded values are not recommended for survey control.
 NR0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0405.See file dsdata.txt to determine how the superseded data were derived.
 NR0405
 NR0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0924034302(NAD 83)
 NR0405
 NR0405  HISTORY     - Date     Condition        Report By
 NR0405  HISTORY     - 1948     MONUMENTED       USGS
 NR0405  HISTORY     - 1957     GOOD             USGS
 NR0405
 NR0405                          STATION DESCRIPTION
 NR0405
 NR0405'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NR0405'RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 NR0405'
 NR0405'STATION LOCATED ABOUT 20 MI. NW. OF --INDEPENDENCE ROCK--, ON TOP OF
 NR0405'ISOLATED HILL KNOWN LOCALLY AS --GOAT MOUNTAIN--.
 NR0405'
 NR0405'TO REACH STATION FROM ALCOVA POST OFFICE, ALCOVA, WYOMING, FOLLOW
 NR0405'WYOMING STATE HIGHWAY 220 W. AND SW. 19.1 MI. TO RANCH RD. AND MAIL
 NR0405'BOX LABELED --COTTONWOOD RANCH--, TURN RIGHT (NW.) ONTO RANCH RD.
 NR0405'OVER CATTLEGUARD 15.0 FT. N. OF HIGHWAY, CONTINUE 3.6 MI. TO
 NR0405'CATTLEGUARD, CONTINUE STRAIGHT 3.1 MI. TO CATTLEGUARD, CONTINUE 1.1
 NR0405'MI. TO CATTLEGUARD, CONTINUE 2.8 MI. TO WOODEN BRIDGE, CROSS BRIDGE
 NR0405'AND CONTINUE 0.9 MI. TO CATTLEGUARD, CONTINUE 0.1 MI. TO FORK, TAKE
 NR0405'RIGHT FORK AND CONTINUE 1.0 MI. TO GATE, CONTINUE 1.0 MI. TO FORK,
 NR0405'CONTINUE TAKING LEFT FORK, CONTINUE 1.2 MI. TO FORK, TAKE LEFT FORK,
 NR0405'MAIN TRAVELED RD., AND CONTINUE 4.7 MI. TO GATE, CONTINUE 0.2 MI. TO
 NR0405'FORK, TURN RIGHT, ACROSS MEADOW TO BRIDGE OVER CREEK, 0.2 MI.,
 NR0405'CONTINUE 1.0 MI. TO RANCH HOUSE, FOLLOW FAINT RD. ON E. SIDE OF
 NR0405'GARAGE THRU GATE 0.3 MI. AS FAR AS TRUCK CAN TRAVEL.  WALK ACROSS
 NR0405'COUNTRY NE., 3/4 OF MI. TO BASE OF MOUNTAIN, CONTINUE UP MOUNTAIN
 NR0405'TO STATION ON TOP.  ABOUT 1-1/2 HR. PACK.
 NR0405'
 NR0405'STATION MARK--STANDARD TABLET STAMPED ---GOAT 1948---, SET IN ROCK.
 NR0405'
 NR0405'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN ROCK, STAMPED
 NR0405'---GOAT NO. 1 1948---, AND BEING 23.80 FT. SW. FROM STATION MARK,
 NR0405'N 52 DEG 11 MIN E.
 NR0405'
 NR0405'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN ROCK, STAMPED
 NR0405'---GOAT NO. 2 1948---, AND BEING 50.50 FT. NW. FROM STATION MARK,
 NR0405'S 34 DEG 44 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0373 ***********************************************************************
 OV0373  DESIGNATION -  GOLD
 OV0373  PID         -  OV0373
 OV0373  STATE/COUNTY-  WY/JOHNSON
 OV0373  USGS QUAD   -  KAYCEE (1981)
 OV0373
 OV0373                         *CURRENT SURVEY CONTROL
 OV0373  ___________________________________________________________________
 OV0373* NAD 83(1993)-  43 43 25.67132(N)    106 41 42.60260(W)     ADJUSTED  
 OV0373* NAVD 88     -      1614.1    (meters)    5296.     (feet)  VERTCON   
 OV0373  ___________________________________________________________________
 OV0373  LAPLACE CORR-         -13.85  (seconds)                    DEFLEC99
 OV0373  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 OV0373  OBS GRAVITY -     980,029.8   (mgal)                       GRAV_OBS
 OV0373
 OV0373  HORZ ORDER  -  THIRD
 OV0373
 OV0373.The horizontal coordinates were established by classical geodetic methods
 OV0373.and adjusted by the National Geodetic Survey in January 1997..
 OV0373
 OV0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0373
 OV0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0373
 OV0373.The geoid height was determined by GEOID03.
 OV0373.The observed gravity was obtained from relative gravimeter ties
 OV0373.to the IGSN71 gravity network.
 OV0373
 OV0373;                    North         East     Units Scale Factor Converg.
 OV0373;SPC WYEC     -   458,260.440   451,418.547   MT  0.99997001   +0 26 28.0
 OV0373;UTM  13      - 4,842,592.672   363,461.644   MT  0.99982931   -1 10 18.7
 OV0373
 OV0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0373!SPC WYEC     -   0.99974893  x   0.99997001  =   0.99971895
 OV0373!UTM  13      -   0.99974893  x   0.99982931  =   0.99957829
 OV0373
 OV0373:                Primary Azimuth Mark                     Grid Az
 OV0373:SPC WYEC     -  TANK                                     121 26 24.0
 OV0373:UTM  13      -  TANK                                     123 03 10.7
 OV0373
 OV0373|---------------------------------------------------------------------|
 OV0373| PID    Reference Object                     Distance      Geod. Az  |
 OV0373|                                                           dddmmss.s |
 OV0373| OV0371 TANK                                APPROX. 5.5 KM 1215252.0 |
 OV0373|---------------------------------------------------------------------|
 OV0373
 OV0373                          SUPERSEDED SURVEY CONTROL
 OV0373
 OV0373  NAD 83(1986)-  43 43 25.65361(N)    106 41 42.57657(W) AD(       ) 3
 OV0373  NAD 27      -  43 43 25.75212(N)    106 41 40.39967(W) AD(       ) 3
 OV0373  NGVD 29 (07/19/86) 1613.3    (m)         5293.     (f) VERT ANG       
 OV0373
 OV0373.Superseded values are not recommended for survey control.
 OV0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0373.See file dsdata.txt to determine how the superseded data were derived.
 OV0373
 OV0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ6346242593(NAD 83)
 OV0373
 OV0373  HISTORY     - Date     Condition        Report By
 OV0373  HISTORY     - UNK      MONUMENTED       USGS
 OV0373  HISTORY     - 1958     GOOD             USGS
 OV0373
 OV0373                          STATION DESCRIPTION
 OV0373
 OV0373'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0373'BEGINNING AT P.O.IN KAYCEE, WYOMING TRAVEL N. ON U.S. HIGHWAY 87 TO
 OV0373'HIGHWAY INTERSECTIONS, THENCE LEFT, TRAVEL W. ON STATE SECONDARY 145
 OV0373'1.05 MI. TO INTERSECTION OF BARNUM RD., THENCE LEFT, TRAVEL SW. ON
 OV0373'BARNUM RD. 0.85 MI. THENCE RIGHT, THROUGH GATE, TRAVEL SANDY RD. N.
 OV0373'1.5 MI. TO RD. FORK, THENCE LEFT ABOUT 150 YARDS. S. OF E-W. FENCE.,
 OV0373'TRAVEL RD. UP STEEP SLOPE 0.75 MI. TO RD. FORK, FOLLOW RIGHT FORK 0.1
 OV0373'MI. TO STATION AT TOP OF HILL THAT IS COVERED WITH PINES.
 OV0373'STATION IS IN SW. 1/4 NW.1/4 SEC.3, T.43 N.,R.82 W.,JOHNSON COUNTY
 OV0373'WYOMING.
 OV0373'
 OV0373'RECOVERED.
 OV0373'
 OV0373'STATION MARK - STANDARD USBR TRIANGULATION TABLET RIVETED ON TOP OF A
 OV0373'2 IN. IRON PIPE PROJECTING 0.5 FT. ABOVE GROUND, STAMPED, ---GOLD---.
 OV0373'
 OV0373'REFERENCE MARKS - NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0415 ***********************************************************************
 NR0415  DESIGNATION -  GOLPHER
 NR0415  PID         -  NR0415
 NR0415  STATE/COUNTY-  WY/NATRONA
 NR0415  USGS QUAD   -  GARFIELD PEAK (1959)
 NR0415
 NR0415                         *CURRENT SURVEY CONTROL
 NR0415  ___________________________________________________________________
 NR0415* NAD 83(1993)-  42 46 15.39587(N)    107 21 46.36728(W)     ADJUSTED  
 NR0415* NAVD 88     -      2210.4    (meters)    7252.     (feet)  VERTCON   
 NR0415  ___________________________________________________________________
 NR0415  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 NR0415  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 NR0415
 NR0415  HORZ ORDER  -  THIRD
 NR0415
 NR0415.The horizontal coordinates were established by classical geodetic methods
 NR0415.and adjusted by the National Geodetic Survey in January 1997..
 NR0415
 NR0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0415
 NR0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0415
 NR0415.The geoid height was determined by GEOID03.
 NR0415
 NR0415;                    North         East     Units Scale Factor Converg.
 NR0415;SPC WYEC     -   352,209.767   397,581.974   MT  0.99993757   -0 01 12.2
 NR0415;UTM  13      - 4,738,086.596   306,687.346   MT  1.00005977   -1 36 18.2
 NR0415
 NR0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0415!SPC WYEC     -   0.99965538  x   0.99993757  =   0.99959297
 NR0415!UTM  13      -   0.99965538  x   1.00005977  =   0.99971513
 NR0415
 NR0415:                Primary Azimuth Mark                     Grid Az
 NR0415:SPC WYEC     -  GOAT                                     144 24 52.5
 NR0415:UTM  13      -  GOAT                                     145 59 58.5
 NR0415
 NR0415|---------------------------------------------------------------------|
 NR0415| PID    Reference Object                     Distance      Geod. Az  |
 NR0415|                                                           dddmmss.s |
 NR0415| NR0405 GOAT                                APPROX. 4.6 KM 1442340.3 |
 NR0415|---------------------------------------------------------------------|
 NR0415
 NR0415                          SUPERSEDED SURVEY CONTROL
 NR0415
 NR0415  NAD 83(1986)-  42 46 15.38779(N)    107 21 46.36383(W) AD(       ) 3
 NR0415  NAD 27      -  42 46 15.54447(N)    107 21 44.13075(W) AD(       ) 3
 NR0415  NGVD 29 (07/19/86) 2209.3    (m)         7248.     (f) VERT ANG       
 NR0415
 NR0415.Superseded values are not recommended for survey control.
 NR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0415.See file dsdata.txt to determine how the superseded data were derived.
 NR0415
 NR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0668738087(NAD 83)
 NR0415
 NR0415  HISTORY     - Date     Condition        Report By
 NR0415  HISTORY     - 1950     MONUMENTED       USGS
 NR0415  HISTORY     - 1957     GOOD             USGS
 NR0415
 NR0415                          STATION DESCRIPTION
 NR0415
 NR0415'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0415'RECOVERED IN GOOD CONDITION.
 NR0415'
 NR0415'THE STATION IS LOCATED ABOUT 21.0 MI. S-SW. OF WALTMAN AND 22.0 MI.
 NR0415'S-SW. OF HILAND, IT IS 36 FT. S. OF A FENCE LINE AND 11.4 FT. N. OF
 NR0415'CENTER LINE OF RD., IT IS ON THE HIGHEST POINT OF A SMALL KNOLL.
 NR0415'
 NR0415'TO REACH STATION FROM HARTS STORE IN WALTMAN, GO S. ON GRADED RD. 1.3
 NR0415'MI. TO Y-RD., TAKE RIGHT FORK AND CONTINUE SW. 18.0 MI. TO Y-RD., TURN
 NR0415'RIGHT (W.) AND CONTINUE 0.3 MI. TO Y-RD., CONTINUE STRAIGHT AHEAD (W.)
 NR0415'2.0 MI. TO FENCE, CONTINUE STRAIGHT AHEAD (S.) 0.2 MI. TO Y-RD., TURN
 NR0415'LEFT (S.) AND CONTINUE ON WELL-TRAVELED DIRT TRACK RD. 2.2 MI. TO
 NR0415'WOODEN BRIDGE, CONTINUE STRAIGHT AHEAD (S.) 0.2 MI. TO FENCE, CONTINUE
 NR0415'STRAIGHT AHEAD (S.) 0.3 MI. TO Y-RD., TURN LEFT (S.) AND CONTINUE 6.8
 NR0415'MI. TO FENCE, CONTINUE STRAIGHT AHEAD (S.) 1.9 MI. TO T-FENCE, GO
 NR0415'THROUGH GATE ON E. SIDE OF T-FENCE AND CONTINUE S. AND E. 0.15 ON
 NR0415'DIRT TRACK RD. TO DRAIN, CROSS DRAIN AND CONTINUE STRAIGHT AHEAD (E.)
 NR0415'ON DIRT TRACK RD. FOR 0.4 MI. TO STATION MARK.
 NR0415'
 NR0415'STATION MARK--A STANDARD TABLET IN A CONCRETE POST, PROJECTING ABOUT
 NR0415'0.5 FT. ABOVE THE GROUND, AND STAMPED ---WR GOPHER, 1950---.  STAMPED
 NR0415'---7248--- (1951 HRC).
 NR0415'
 NR0415'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0432 ***********************************************************************
 OV0432  DESIGNATION -  GOODWATER
 OV0432  PID         -  OV0432
 OV0432  STATE/COUNTY-  WY/NATRONA
 OV0432  USGS QUAD   -  ROUGHLOCK HILL (1968)
 OV0432
 OV0432                         *CURRENT SURVEY CONTROL
 OV0432  ___________________________________________________________________
 OV0432* NAD 83(1993)-  43 26 29.82149(N)    106 53 22.83808(W)     ADJUSTED  
 OV0432* NAVD 88     -      1898.     (meters)    6227.     (feet)  SCALED    
 OV0432  ___________________________________________________________________
 OV0432  LAPLACE CORR-          -8.29  (seconds)                    DEFLEC99
 OV0432  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 OV0432
 OV0432  HORZ ORDER  -  THIRD
 OV0432
 OV0432.The horizontal coordinates were established by classical geodetic methods
 OV0432.and adjusted by the National Geodetic Survey in January 1997..
 OV0432
 OV0432.The orthometric height was scaled from a topographic map.
 OV0432
 OV0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0432
 OV0432.The geoid height was determined by GEOID03.
 OV0432
 OV0432;                    North         East     Units Scale Factor Converg.
 OV0432;SPC WYEC     -   426,808.673   435,913.761   MT  0.99995336   +0 18 18.2
 OV0432;UTM  13      - 4,811,591.810   347,081.637   MT  0.99988765   -1 17 58.6
 OV0432
 OV0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0432!SPC WYEC     -   0.99970435  x   0.99995336  =   0.99965773
 OV0432!UTM  13      -   0.99970435  x   0.99988765  =   0.99959204
 OV0432
 OV0432:                Primary Azimuth Mark                     Grid Az
 OV0432:SPC WYEC     -  BROKEN HORN                              155 25 00.5
 OV0432:UTM  13      -  BROKEN HORN                              157 01 17.3
 OV0432
 OV0432|---------------------------------------------------------------------|
 OV0432| PID    Reference Object                     Distance      Geod. Az  |
 OV0432|                                                           dddmmss.s |
 OV0432| OV0428 BROKEN HORN                         APPROX.13.5 KM 1554318.7 |
 OV0432|---------------------------------------------------------------------|
 OV0432
 OV0432                          SUPERSEDED SURVEY CONTROL
 OV0432
 OV0432  NAD 83(1986)-  43 26 29.80704(N)    106 53 22.81984(W) AD(       ) 3
 OV0432
 OV0432.Superseded values are not recommended for survey control.
 OV0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0432.See file dsdata.txt to determine how the superseded data were derived.
 OV0432
 OV0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ4708211592(NAD 83)
 OV0432_MARKER: DD = SURVEY DISK
 OV0432_SETTING: 66 = SET IN ROCK OUTCROP
 OV0432_SP_SET: SET IN ROCK OUTCROP
 OV0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0432+STABILITY: POSITION/ELEVATION WELL
 OV0432
 OV0432  HISTORY     - Date     Condition        Report By
 OV0432  HISTORY     - 1903     MONUMENTED       USGS
 OV0432  HISTORY     - 1968     MARK NOT FOUND   USGS
 OV0432
 OV0432                          STATION DESCRIPTION
 OV0432
 OV0432'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0432'SITUATED AT HEAD OF SPRING CREEK, ABOUT 3 MI. W. OF MACDONALDS
 OV0432'RANCH, ON NW. END OF HIGH MESA OVERLOOKING BUFFALO CREEK DRAINAGE.
 OV0432'
 OV0432'REPORTED ---NOT FOUND---.  PROBABLY DESTROYED, THERE
 OV0432'IS NO SOLID ROCK (BEDROCK) IN THE AREA.
 OV0432'
 OV0432'STATION MARK--BRONZE TRIANGULATION TABLET, CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0410 ***********************************************************************
 OW0410  DESIGNATION -  GOOSEBERRY
 OW0410  PID         -  OW0410
 OW0410  STATE/COUNTY-  WY/WASHAKIE
 OW0410  USGS QUAD   -  CHIMNEY GULCH (1985)
 OW0410
 OW0410                         *CURRENT SURVEY CONTROL
 OW0410  ___________________________________________________________________
 OW0410* NAD 83(1993)-  43 58 08.99335(N)    108 13 27.72592(W)     ADJUSTED  
 OW0410* NAVD 88     -      1468.4    (meters)    4818.     (feet)  VERTCON   
 OW0410  ___________________________________________________________________
 OW0410  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 OW0410  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 OW0410
 OW0410  HORZ ORDER  -  THIRD
 OW0410
 OW0410.The horizontal coordinates were established by classical geodetic methods
 OW0410.and adjusted by the National Geodetic Survey in January 1997..
 OW0410
 OW0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0410
 OW0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0410
 OW0410.The geoid height was determined by GEOID03.
 OW0410
 OW0410;                    North         East     Units Scale Factor Converg.
 OW0410;SPC WYEC     -   485,709.380   328,500.834   MT  1.00000035   -0 37 07.1
 OW0410;UTM  12      - 4,872,193.811   722,652.281   MT  1.00020976   +1 55 40.2
 OW0410
 OW0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0410!SPC WYEC     -   0.99977190  x   1.00000035  =   0.99977225
 OW0410!UTM  12      -   0.99977190  x   1.00020976  =   0.99998161
 OW0410
 OW0410:                Primary Azimuth Mark                     Grid Az
 OW0410:SPC WYEC     -  ANT                                      003 33 23.4
 OW0410:UTM  12      -  ANT                                      001 00 36.1
 OW0410
 OW0410|---------------------------------------------------------------------|
 OW0410| PID    Reference Object                     Distance      Geod. Az  |
 OW0410|                                                           dddmmss.s |
 OW0410| PX0508 ANT                                 APPROX. 7.4 KM 0025616.3 |
 OW0410|---------------------------------------------------------------------|
 OW0410
 OW0410                          SUPERSEDED SURVEY CONTROL
 OW0410
 OW0410  NAD 83(1986)-  43 58 08.98863(N)    108 13 27.72214(W) AD(       ) 3
 OW0410  NGVD 29 (11/06/89) 1467.5    (m)         4815.     (f) VERT ANG       
 OW0410
 OW0410.Superseded values are not recommended for survey control.
 OW0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0410.See file dsdata.txt to determine how the superseded data were derived.
 OW0410
 OW0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2265272194(NAD 83)
 OW0410_MARKER: DS = TRIANGULATION STATION DISK
 OW0410_SETTING: 0 = UNSPECIFIED SETTING
 OW0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0410
 OW0410  HISTORY     - Date     Condition        Report By
 OW0410  HISTORY     - 1944     MONUMENTED       USGS
 OW0410
 OW0410                          STATION DESCRIPTION
 OW0410
 OW0410'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 OW0410'LOCATED ON DIVIDE BETWEEN GOOSEBERRY CREEK AND LITTLE GOOSEBERRY
 OW0410'CREEK, ON THE E. END OF LONG FLAT-TOPPED RIDGE RUNNING SE. AND NW.
 OW0410'RIDGE DROPS OFF ABRUPTLY TO S. AND E. AND THERE IS A SMALL SIDE
 OW0410'DRAIN ABOUT 200 FT. N. OF STATION.  STATION IS IN W. 1/4 SEC. 11,
 OW0410'T 46 N, R 95 W.
 OW0410'
 OW0410'TO REACH FROM WORLAND POST OFFICE, GO SW. ON U.S. HIGHWAY 20 FOR 9.3
 OW0410'MI. TO RD. FORK W. ON TOP OF HILL JUST S. OF BUILDINGS AT NEIBER,
 OW0410'TURN W. AND FOLLOW GRADED DIRT RD. FOR 4.5 MI. TO FORK ABOUT 1000
 OW0410'FT. E. OF WHITE SCHOOLHOUSE, TAKE LEFT FORK AND GO 3.6 MI. TO
 OW0410'ANOTHER FORK, TAKE LEFT FORK AND GO 0.1 MI. TO ANOTHER FORK, TAKE
 OW0410'RIGHT FORK AND GO 1.0 MI. TO FORK AT WIRE GATE, TAKE LEFT FORK AND
 OW0410'FOLLOW DIRT RD. UP RIDGE FOR 1.8 MI. TO DIM RD. FORK SE., TURN LEFT
 OW0410'AND FOLLOW DIM RD. FOR 0.3 MI. TO END OF RIDGE AND STATION.
 OW0410'
 OW0410'STATION MARK--STANDARD TABLET STAMPED---GOOSEBERRY 1944---, CEMENTED
 OW0410'IN BURIED BOULDER.
 OW0410'
 OW0410'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO.
 OW0410'1---, CEMENTED IN BURIED BOULDER, 35.16 FT. FROM STATION MARK IN TRUE
 OW0410'AZIMUTH 121 DEGREES 33 MINUTES.
 OW0410'
 OW0410'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO.
 OW0410'2---, SET IN ROCK OUTCROP, 94.21 FT. FROM STATION MARK IN TRUE AZIMUTH
 OW0410'343 DEGREES 55 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0530 ***********************************************************************
 MQ0530  DESIGNATION -  GOP
 MQ0530  PID         -  MQ0530
 MQ0530  STATE/COUNTY-  WY/SWEETWATER
 MQ0530  USGS QUAD   -  LOMBARD BUTTES (1980)
 MQ0530
 MQ0530                         *CURRENT SURVEY CONTROL
 MQ0530  ___________________________________________________________________
 MQ0530* NAD 83(1993)-  41 52 04.12808(N)    109 49 48.30786(W)     ADJUSTED  
 MQ0530* NAVD 88     -      1945.6    (meters)    6383.     (feet)  VERTCON   
 MQ0530  ___________________________________________________________________
 MQ0530  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 MQ0530  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 MQ0530
 MQ0530  HORZ ORDER  -  THIRD
 MQ0530
 MQ0530.The horizontal coordinates were established by classical geodetic methods
 MQ0530.and adjusted by the National Geodetic Survey in January 1997..
 MQ0530
 MQ0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0530
 MQ0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0530
 MQ0530.The geoid height was determined by GEOID03.
 MQ0530
 MQ0530;                    North         East     Units Scale Factor Converg.
 MQ0530;SPC WYWC     -   152,460.498   510,334.145   MT  1.00003640   -0 43 15.3
 MQ0530;UTM  12      - 4,635,761.479   597,090.549   MT  0.99971600   +0 46 51.2
 MQ0530
 MQ0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0530!SPC WYWC     -   0.99969724  x   1.00003640  =   0.99973363
 MQ0530!UTM  12      -   0.99969724  x   0.99971600  =   0.99941332
 MQ0530
 MQ0530:                Primary Azimuth Mark                     Grid Az
 MQ0530:SPC WYWC     -  MARGE ET                                 269 34 35.5
 MQ0530:UTM  12      -  MARGE ET                                 268 04 29.0
 MQ0530
 MQ0530|---------------------------------------------------------------------|
 MQ0530| PID    Reference Object                     Distance      Geod. Az  |
 MQ0530|                                                           dddmmss.s |
 MQ0530| MQ0531 MARGE ET                            APPROX.13.1 KM 2685120.2 |
 MQ0530|---------------------------------------------------------------------|
 MQ0530
 MQ0530                          SUPERSEDED SURVEY CONTROL
 MQ0530
 MQ0530  NAD 83(1986)-  41 52 04.11561(N)    109 49 48.30563(W) AD(       ) 3
 MQ0530  NAD 27      -  41 52 04.28268(N)    109 49 45.77804(W) AD(       ) 3
 MQ0530  NGVD 29 (07/19/86) 1944.3    (m)         6379.     (f) VERT ANG       
 MQ0530
 MQ0530.Superseded values are not recommended for survey control.
 MQ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0530.See file dsdata.txt to determine how the superseded data were derived.
 MQ0530
 MQ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM9709135761(NAD 83)
 MQ0530
 MQ0530  HISTORY     - Date     Condition        Report By
 MQ0530  HISTORY     - 1946     MONUMENTED       BOR
 MQ0530  HISTORY     - 1963     GOOD             USGS
 MQ0530
 MQ0530                          STATION DESCRIPTION
 MQ0530
 MQ0530'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MQ0530'RECOVERED AND DESCRIBED AS FOLLOWS
 MQ0530'
 MQ0530'STATION LOCATED ABOUT 15.0 MI. (AIRLINE) SE. OF FONTENELLE, WYOMING.
 MQ0530'
 MQ0530'TO REACH THE STATION FROM POST OFFICE AND GAS STATION AT FONTENELLE
 MQ0530'(FONTENELLE STATION), GO 1.1 MI. W. ALONG NEW HIGHWAY TO GREEN RIVER
 MQ0530'CUTOFF.  TURN LEFT (SE.) ALONG GREEN RIVER CUTOFF 15.4 MI. TO BUTTES
 MQ0530'ON N. SIDE OF HIGHWAY.  TURN LEFT (NORTHERLY) AND CROSS COUNTRY 1.0
 MQ0530'MI. TO NW. BUTTE.  LEAVE TRUCK AND PACK 500 FT. TO TOP OF BUTTE AND
 MQ0530'STATION.
 MQ0530'
 MQ0530'STATION MARK--A 1.5 IN. IRON PIPE, BOR  BRASS CAP, STAMPED ---GOP
 MQ0530'1946---, PROJECTING 1.1 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1334 ***********************************************************************
 MO1334  FBN         -  This is a Federal Base Network Control Station.
 MO1334  DESIGNATION -  GPS BASE 11699 GSS
 MO1334  PID         -  MO1334
 MO1334  STATE/COUNTY-  WY/LARAMIE
 MO1334  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO1334
 MO1334                         *CURRENT SURVEY CONTROL
 MO1334  ___________________________________________________________________
 MO1334* NAD 83(1993)-  41 08 02.58505(N)    104 52 01.97632(W)     ADJUSTED  
 MO1334* NAVD 88     -      1884.2    (meters)    6182.     (feet)  GPS OBS   
 MO1334  ___________________________________________________________________
 MO1334  X           -  -1,234,717.962 (meters)                     COMP
 MO1334  Y           -  -4,651,119.816 (meters)                     COMP
 MO1334  Z           -   4,174,876.204 (meters)                     COMP
 MO1334  LAPLACE CORR-         -11.47  (seconds)                    DEFLEC99
 MO1334  ELLIP HEIGHT-        1868.28  (meters)          (02/28/01) GPS OBS
 MO1334  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 MO1334
 MO1334  HORZ ORDER  -  A
 MO1334  ELLP ORDER  -  SECOND    CLASS I
 MO1334
 MO1334.The horizontal coordinates were established by GPS observations
 MO1334.and adjusted by the National Geodetic Survey in July 1997..
 MO1334
 MO1334.The orthometric height was determined by GPS observations and a
 MO1334.high-resolution geoid model.
 MO1334
 MO1334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO1334
 MO1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1334
 MO1334.The ellipsoidal height was determined by GPS observations
 MO1334.and is referenced to NAD 83.
 MO1334
 MO1334.The geoid height was determined by GEOID03.
 MO1334
 MO1334;                    North         East     Units Scale Factor Converg.
 MO1334;SPC WY E     -    70,450.464   225,141.697   MT  0.99994528   +0 11 49.2
 MO1334;UTM  13      - 4,553,646.708   511,144.713   MT  0.99960153   +0 05 14.5
 MO1334
 MO1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1334!SPC WY E     -   0.99970703  x   0.99994528  =   0.99965233
 MO1334!UTM  13      -   0.99970703  x   0.99960153  =   0.99930868
 MO1334
 MO1334                          SUPERSEDED SURVEY CONTROL
 MO1334
 MO1334  ELLIP H (12/21/93) 1868.28   (m)                       GP(       ) 4 1
 MO1334  ELLIP H (07/31/92) 1868.28   (m)                       GP(       ) 1 1
 MO1334  NAD 83(1993)-  41 08 02.58505(N)    104 52 01.97632(W) AD(       ) A
 MO1334  ELLIP H (05/26/92) 1868.28   (m)                       GP(       ) 1 1
 MO1334  NAD 83(1986)-  41 08 02.57558(N)    104 52 01.97501(W) AD(       ) 1
 MO1334  NGVD 29 (02/23/90) 1883.5    (m)         6179.     (f) GPS OBS        
 MO1334
 MO1334.Superseded values are not recommended for survey control.
 MO1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1334.See file dsdata.txt to determine how the superseded data were derived.
 MO1334
 MO1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1114553647(NAD 83)
 MO1334_MARKER: DD = SURVEY DISK
 MO1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1334_SP_SET: CONCRETE POST
 MO1334_STAMPING: GPS BASE 11699 1987 GSS
 MO1334_MARK LOGO: DMA   
 MO1334_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1334+STABILITY: SURFACE MOTION
 MO1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO1334+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1999
 MO1334
 MO1334  HISTORY     - Date     Condition        Report By
 MO1334  HISTORY     - 1987     MONUMENTED       DMA
 MO1334  HISTORY     - 19890712 GOOD             NGS
 MO1334  HISTORY     - 19900412 GOOD             NGS
 MO1334  HISTORY     - 19910528 GOOD             NGS
 MO1334  HISTORY     - 19930604 GOOD             NGS
 MO1334  HISTORY     - 19950831 GOOD             NGS
 MO1334  HISTORY     - 19960520 GOOD             NGS
 MO1334  HISTORY     - 19990725 GOOD             NGS
 MO1334
 MO1334                          STATION DESCRIPTION
 MO1334
 MO1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MO1334'THE STATION IS LOCATED ON THE SOUTHERN PORTION OF F.E. WARREN AFB,
 MO1334'WYOMING IN AN AREA JUST NORTH OF BUILDING 842, AND JUST EAST OF
 MO1334'BUILDING 848.
 MO1334'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 80 AND
 MO1334'INTERSTATE HIGHWAY 25 LOCATED ON THE SOUTHWEST EDGE OF CHEYENNE, GO
 MO1334'NORTH ON INTERSTATE HIGHWAY 25 FOR 3.85 KM (2.40 MI) TO EXIT 11B.
 MO1334'EXIT FROM THE INTERSTATE ON EXIT 11B AND FOLLOW THE EXIT TO ITS
 MO1334'JUNCTION WITH RANDALL AVENUE.  TURN RIGHT AND GO WEST ALONG RANDALL
 MO1334'AVENUE TO THE MAIN GATE (GATE 1) TO F.E. WARREN AFB.  PASS THROUGH
 MO1334'GATE 1 AND CONTINUE WEST ALONG RANDALL AVENUE FOR 1.12 KM (0.70 MI) TO
 MO1334'ITS JUNCTION WITH THIRD STREET.  TURN LEFT AND GO SOUTH ON THIRD
 MO1334'STREET FOR 0.8 KM (0.50 MI) TO ITS JUNCTION WITH MISSILE DRIVE.
 MO1334'CONTINUE SOUTH THEN WESTERLY ON THIRD STREET FOR 0.88 KM (0.55 MI) TO
 MO1334'THE JUNCTION WITH COMMISSARY ROAD.  CONTINUE WEST ON THIRD STREET FOR
 MO1334'0.48 KM (0.30 MI) TO THE JUNCTION WITH DOUGLAS STREET.  TURN LEFT AND
 MO1334'GO SOUTHEASTERLY ON DOUGLAS STREET FOR 0.24 KM (0.15 MI) TO THE
 MO1334'JUNCTION WITH BOOKER ROAD.  AT THIS POINT TURN SHARPLY RIGHT AND GO
 MO1334'WEST-NORTHWEST FOR 0.08 KM (0.05 MI) ALONG A GRAVEL PATH TO BUILDING
 MO1334'848 AND THE STATION MARK ON THE RIGHT.
 MO1334'THE STATION MARK IS SET 25.4 M (83.3 FT) EAST OF THE NORTHEAST CORNER
 MO1334'OF BUILDING 848, 29.6 M (97.1 FT) EAST-NORTHEAST OF THE NORTH CORNER
 MO1334'OF BUILDING 848.
 MO1334'DESCRIBED FROM HEALYS 1987 DMA DESCRIPTION, VERIFIED BY R.D.BALL.
 MO1334
 MO1334                          STATION RECOVERY (1990)
 MO1334
 MO1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 MO1334'RECOVERED IN GOOD CONDITION.
 MO1334
 MO1334                          STATION RECOVERY (1991)
 MO1334
 MO1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MO1334'THE STATION IS LOCATED ON THE SOUTHWEST PART OF F.E.WARREN AFB,
 MO1334'CHEYENNE WY, IN AN AREA NORTH OF BUILDING 842 AND EAST OF BUILDING
 MO1334'848.  OWNERSHIP--US GOVERNMENT.  CONTACT  MR. PINSON, DEFENSE MAPPING
 MO1334'AGENCY.  PHONE IS 307-775-3578.
 MO1334'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND
 MO1334'INTERSTATE HIGHWAY 25 OVERPASS IN THE SOUTHWEST SECTION OF CHEYENNE,
 MO1334'GO NORTH ON INTERSTATE HIGHWAY 25 FOR 2.9 KM (1.8 MI) TO THE SECOND
 MO1334'EXIT FOR MISSLE DRIVE, (EXIT 10B TO WARREN AFB GATE 2).  TAKE EXIT
 MO1334'10B TO MISSLE DRIVE, KEEPING RIGHT ON MISSLE DRIVE, GO WESTERLY FOR
 MO1334'0.4 KM (0.2 MI) TO WHERE MISSLE DRIVE TURNS RIGHT.  KEEP RIGHT, WEST
 MO1334'ON MISSLE DRIVE FOR 0.6 KM (0.4 MI) TO GATE 2. PASS THROUGH GATE AND
 MO1334'CONTINUE WEST ON MISSLE DRIVE FOR 0.8 KM (0.5 MI) TO THIRD STREET.
 MO1334'TURN LEFT AND GO WESTERLY ON THIRD STREET FOR 0.8 KM (0.5 MI) TO
 MO1334'COMMISSARY ROAD. CONTINUE WESTERLY ON THIRD STREET FOR 0.5 KM
 MO1334'(0.3 MI) TO DOUGLAS STREET.  TURN LEFT, GO SOUTHEASTERLY ON DOUGLAS
 MO1334'STREET FOR 0.3 KM (0.2 MI) TO BOOKER STREET.  KEEP RIGHT, THEN SHARP
 MO1334'RIGHT NORTHWEST ON A TRACK ROAD FOR 0.1 KM (0.1 MI) TO THE STATION ON
 MO1334'RIGHT.
 MO1334'STATION IS LOCATED 60.96 M (200.00 FT) WEST-NORTHWEST FROM THE CENTER
 MO1334'OF DOUGLAS STREET, 57.6 M (189.0 FT) NORTH-NORTHWEST FROM UTILITY
 MO1334'POLE NUMBER C32F, WHICH IS NORTH OF BUILDING 842 (ABOUT CENTER OF
 MO1334'BUILDING), AND 25.74 M (84.45 FT) NORTHEAST FROM THE SOUTHEAST CORNER
 MO1334'OF BUILDING 842.
 MO1334'DESCRIBED BY J.N. LEONHARDT.
 MO1334
 MO1334                          STATION RECOVERY (1993)
 MO1334
 MO1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MO1334'STATION IS LOCATED IN THE SOUTHEAST SECTION OF F. E. WARREN AIR FORCE
 MO1334'BASE, IN A FIELD ACROSS THE ROAD FROM BUILDING 842, AND ADJACENT TO
 MO1334'BUILDING 848.  ORNERSHIP--US GOVERNMENT.  CONTACT HERBERT STOUGHTON,
 MO1334'DEFENSE MAPPING AGENCY, GEODESY AND GEOPHYSICS SECTION, WARREN AIR
 MO1334'FORCE BASE, CHEYENNE, WY.  PHONE IS 307-632-7460. TO REACH FROM THE
 MO1334'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 25 AND MISSILE DRIVE
 MO1334'(EXIT 10B) ON THE WEST SIDE OF CHEYENNE, GO WEST ON MISSILE DRIVE FOR
 MO1334'0.24 KM (0.15 MI) TO A FORK.  BEAR RIGHT, NORTHWEST, ON MISSILE DRIVE
 MO1334'FOR 0.52 KM (0.30 MI) TO GATE 2. CONTINUE AHEAD FOR 0.84 KM (0.50 MI)
 MO1334'TO A CROSSROAD.  TURN LEFT, SOUTHWEST, ON OLD GLORY ROAD FOR 0.87 KM
 MO1334'(0.55 MI) TO A CROSSROAD (COMMISSARY ROAD).  CONTINUE AHEAD FOR 0.49
 MO1334'KM (0.30 MI) TO A T-ROAD. TURN LEFT, SOUTHEAST, ON MULE DEER ROAD FOR
 MO1334'0.25 KM (0.15 MI) TO A T-ROAD.  TURN RIGHT, NORTHWEST, ON BOOKER ROAD
 MO1334'FOR 25 M (82.0 FT) TO A TRACK ROAD RIGHT.  BEAR RIGHT, WEST, ON ROAD
 MO1334'FOR 0.08 KM (0.05 MI) TO A SMALL BUILDING AND THE STATION. STATION
 MO1334'MARK IS SET IN THE TOP OF A 20-CM ROUND CONCRETE POST PROJECTING 1 CM
 MO1334'ABOVE GROUND IN A BARE AREA.  IT IS 1.0 M (3.3 FT) SOUTH OF A
 MO1334'FIBERGLASS WITNESS POST, 25.7 M (84.3 FT) EAST OF THE SOUTHEAST CORNER
 MO1334'OF BUILDING 848 (CINDERBLOCK), 29.6 M (97.1 FT) EAST-SOUTHEAST OF THE
 MO1334'NORTHEAST CORNER OF BUILDING 848, AND 48.2 M (158.1 FT) NORTHEAST OF
 MO1334'UTILITY POLE W3 WITH THREE TRANSFORMERS. DESCRIBED BY G.R.HEID
 MO1334
 MO1334                          STATION RECOVERY (1995)
 MO1334
 MO1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MO1334'THE STATION IS LOCATED ON THE SOUTHWEST PART OF F.E. WARREN AFB,
 MO1334'CHEYENNE WY, IN AN AREA NORTH OF BUILDING 842 AND EAST OF BUILDING
 MO1334'848.  OWNERSHIP-U.S. GOVERNMENT.  CONTACT L.E.O. OFFICE PHONE IS
 MO1334'307-775-2522.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 MO1334'HIGHWAY 80 AND INTERSTATE HIGHWAY 25 OVERPASS IN THE SOUTHWEST SECTION
 MO1334'OF CHEYENNE, GO NORTH ON INTERSTATE HIGHWAY 25 FOR 2.9 KM (1.80 MI) TO
 MO1334'THE SECOND EXIT FOR MISSLE DRIVE, (EXIT 10B TO WARREN AFB GATE 2).
 MO1334'TAKE EXIT 10B TO MISSLE DRIVE, KEEPING RIGHT ON MISSLE DRIVE, GO
 MO1334'WESTERLY FOR 0.4 KM (0.25 MI) TO WHERE MISSLE DRIVE TURNS RIGHT.  KEEP
 MO1334'RIGHT, WEST ON MISSLE DRIVE FOR 0.6 KM (0.35 MI) TO GATE 2.  PASS
 MO1334'THROUGH GATE AND CONTINUE WEST ON MISSLE DRIVE FOR 0.8 KM (0.50 MI) TO
 MO1334'OLD GLORY ROAD.  TURN LEFT AND GO WESTERLY ON OLD GLORY ROAD FOR 0.8
 MO1334'KM (0.50 MI) TO COMMISSARY ROAD.  CONTINUE WESTERLY ON OLD GLORY ROAD
 MO1334'FOR 0.5 KM (0.30 MI) TO MULE DEER ROAD.  TURN LEFT, GO SOUTHEASTERLY
 MO1334'ON MULE DEER ROAD FOR 0.3 KM (0.20 MI) TO BOOKER STREET.  KEEP RIGHT,
 MO1334'THEN SHARP RIGHT, NORTHWEST, ON A TRACK ROAD FOR 0.1 KM (0.05 MI) TO
 MO1334'THE STATION ON RIGHT.  STATION IS LOCATED 60.96 M (200.00 FT)
 MO1334'WEST-NORTHWEST FROM THE CENTER OF MULE DEER ROAD, 57.6 M (189.0 FT)
 MO1334'NORTH-NORTHWEST FROM UTILITY POLE NUMBER C32F, WHICH IS NORTH OF
 MO1334'BUILDING 842 (ABOUT CENTER OF BUILDING) AND 3.0 FT (0.9 M)
 MO1334'EAST-SOUTHEAST OF A WITNESS POST.
 MO1334
 MO1334                          STATION RECOVERY (1996)
 MO1334
 MO1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 MO1334'THE STATION IS LOCATED ON THE SOUTHWEST PART OF F.E.  WARREN AFB,
 MO1334'CHEYENNE WY, IN AN AREA NORTH OF BUILDING 842 AND EAST OF BUILDING
 MO1334'848.  OWNERSHIP-U.S.  GOVERNMENT.  CONTACT L.E.O.  OFFICE PHONE IS
 MO1334'307-775-2522.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 MO1334'HIGHWAY 80 AND INTERSTATE HIGHWAY 25 OVERPASS IN THE SOUTHWEST SECTION
 MO1334'OF CHEYENNE, GO NORTH ON INTERSTATE HIGHWAY 25 FOR 2.9 KM (1.80 MI) TO
 MO1334'THE SECOND EXIT FOR MISSLE DRIVE, (EXIT 10B TO WARREN AFB GATE 2) .
 MO1334'TAKE EXIT 10B TO MISSLE DRIVE, KEEPING RIGHT ON MISSLE DRIVE, GO
 MO1334'WESTERLY FOR 0.4 KM (0.25 MI) TO WHERE MISSLE DRIVE TURNS RIGHT.  KEEP
 MO1334'RIGHT, WEST ON MISSLE DRIVE FOR 0.6 KM (0.35 MI) TO GATE 2.  PASS
 MO1334'THROUGH GATE AND CONTINUE WEST ON MISSLE DRIVE FOR 0.8 KM (0.50 MI) TO
 MO1334'OLD GLORY ROAD.  TURN LEFT AND GO WESTERLY ON OLD GLORY ROAD FOR 0.8
 MO1334'KM (0.50 MI) TO COMMISSARY ROAD.  CONTINUE WESTERLY ON OLD GLORY ROAD
 MO1334'FOR 0.5 KM (0.30 MI) TO MULE DEER ROAD.  TURN LEFT, GO SOUTHEASTERLY
 MO1334'ON MULE DEER ROAD FOR 0.3 KM (0.20 MI) TO BOOKER STREET.  KEEP RIGHT,
 MO1334'THEN SHARP RIGHT, NORTHWEST, ON A TRACK ROAD FOR 0.1 KM (0.05 MI) TO
 MO1334'THE STATION ON RIGHT.  STATION IS LOCATED 60.96 M (200.00 FT)
 MO1334'WEST-NORTHWEST FROM THE CENTER OF MULE DEER ROAD, 57.6 M (189.0 FT)
 MO1334'NORTH-NORTHWEST FROM UTILITY POLE NUMBER C32F, WHICH IS NORTH OF
 MO1334'BUILDING 842 (ABOUT CENTER OF BUILDING) AND 3.0 FT (0.9 M)
 MO1334'EAST-SOUTHEAST OF A WITNESS POST.
 MO1334
 MO1334                          STATION RECOVERY (1999)
 MO1334
 MO1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MO1334'RECOVERED BY NATIONAL GEODETIC SURVEY 1999, RECOVERED IN GOOD
 MO1334'CONDITION AND AS PREVIOUSLY DESCRIBED.  NOTE--CONTACT NUMBER HAS
 MO1334'CHANGED, CONTACT STAFF SERGEANT MR.  CHRISTAN KOCEVAR AT THE BASE LAW
 MO1334'ENFORCEMENT OFFICE, PHONE (307) 773-6084, TWO DAYS IN ADVANCE BEFORE
 MO1334'OCCUPYING THIS STATION, ALSO THE STATION IS NOW SURROUNDED BY 3 4X4
 MO1334'WOOD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0760 ***********************************************************************
 MR0760  DESIGNATION -  GRAHAM
 MR0760  PID         -  MR0760
 MR0760  STATE/COUNTY-  WY/LINCOLN
 MR0760  USGS QUAD   -  GRAHAM RESERVOIR (1980)
 MR0760
 MR0760                         *CURRENT SURVEY CONTROL
 MR0760  ___________________________________________________________________
 MR0760* NAD 83(1993)-  41 57 12.40439(N)    110 15 38.93697(W)     ADJUSTED  
 MR0760* NAVD 88     -      2067.1    (meters)    6782.     (feet)  VERTCON   
 MR0760  ___________________________________________________________________
 MR0760  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 MR0760  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 MR0760
 MR0760  HORZ ORDER  -  THIRD
 MR0760
 MR0760.The horizontal coordinates were established by classical geodetic methods
 MR0760.and adjusted by the National Geodetic Survey in January 1997..
 MR0760
 MR0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0760
 MR0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0760
 MR0760.The geoid height was determined by GEOID03.
 MR0760
 MR0760;                    North         East     Units Scale Factor Converg.
 MR0760;SPC WY W     -   261,422.353   785,285.644   MT  0.99994016   -0 07 07.1
 MR0760;UTM  12      - 4,644,871.566   561,262.259   MT  0.99964618   +0 29 39.0
 MR0760
 MR0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0760!SPC WY W     -   0.99967811  x   0.99994016  =   0.99961829
 MR0760!UTM  12      -   0.99967811  x   0.99964618  =   0.99932441
 MR0760
 MR0760:                Primary Azimuth Mark                     Grid Az
 MR0760:SPC WY W     -  DRIVEWAY                                 006 17 25.7
 MR0760:UTM  12      -  DRIVEWAY                                 005 40 39.6
 MR0760
 MR0760|---------------------------------------------------------------------|
 MR0760| PID    Reference Object                     Distance      Geod. Az  |
 MR0760|                                                           dddmmss.s |
 MR0760| NT0625 DRIVEWAY                            APPROX.10.6 KM 0061018.6 |
 MR0760|---------------------------------------------------------------------|
 MR0760
 MR0760                          SUPERSEDED SURVEY CONTROL
 MR0760
 MR0760  NAD 83(1986)-  41 57 12.39425(N)    110 15 38.93521(W) AD(       ) 3
 MR0760  NAD 27      -  41 57 12.60017(N)    110 15 36.34490(W) AD(       ) 3
 MR0760  NGVD 29 (07/19/86) 2065.7    (m)         6777.     (f) VERT ANG       
 MR0760
 MR0760.Superseded values are not recommended for survey control.
 MR0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0760.See file dsdata.txt to determine how the superseded data were derived.
 MR0760
 MR0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6126244872(NAD 83)
 MR0760
 MR0760  HISTORY     - Date     Condition        Report By
 MR0760  HISTORY     - 1944     MONUMENTED       USGS
 MR0760  HISTORY     - 1969     GOOD             USGS
 MR0760
 MR0760                          STATION DESCRIPTION
 MR0760
 MR0760'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0760'LOCATED ABOUT 24 MI. BY RD.NE. OF KEMMERER ON THE EDGE OF MESA S. OF
 MR0760'SLATE CREEK AND OVERLOOKING THE BILL GRAHAM RANCH HOUSE 0.5 MI. TO
 MR0760'THE NW. OF STATION.
 MR0760'
 MR0760'TO REACH STATION FROM KEMMERER DRIVE N. ON U.S. HIGHWAY 189 FOR 22 MI.
 MR0760'TO JUNCTION WITH COUNTY RD. FROM OPAL, CONTINUE N. ALONG U.S.HIGHWAY
 MR0760'189 FOR 1.3 MI. THEN TAKE SECOND CLASS RD. N. 0.7 MI. TO EDGE OF MESA,
 MR0760'FOLLOW EDGE OF MESA 100 YARDS NE. TO STATION.
 MR0760'
 MR0760'RECOVERED.
 MR0760'
 MR0760'STATION MARK - STANDARD TABLET STAMPED ---GRAHAM 1944--- SET IN
 MR0760'SANDSTONE BOULDER FLUSH WITH GROUND SURFACE.
 MR0760'
 MR0760'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED, ---NO.1---
 MR0760'SET IN SANDSTONE BOULDER 30.85 FT., N 62 DEG 17 MIN E,
 MR0760'FROM STATION.
 MR0760'
 MR0760'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET, STAMPED ---NO.2---,
 MR0760'SET IN SANDSTONE BOULDER 22.90 FT., S 32 DEG 40 MIN E,
 MR0760'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0863 ***********************************************************************
 OX0863  CBN         -  This is a Cooperative Base Network Control Station.
 OX0863  DESIGNATION -  GRAND TARGHEE
 OX0863  PID         -  OX0863
 OX0863  STATE/COUNTY-  WY/TETON
 OX0863  USGS QUAD   -  GRANITE BASIN (1968)
 OX0863
 OX0863                         *CURRENT SURVEY CONTROL
 OX0863  ___________________________________________________________________
 OX0863* NAD 83(1993)-  43 46 06.71618(N)    110 59 34.56403(W)     ADJUSTED  
 OX0863* NAVD 88     -      2184.6    (meters)    7167.     (feet)  GPS OBS   
 OX0863  ___________________________________________________________________
 OX0863  X           -  -1,653,292.046 (meters)                     COMP
 OX0863  Y           -  -4,308,561.043 (meters)                     COMP
 OX0863  Z           -   4,391,059.964 (meters)                     COMP
 OX0863  LAPLACE CORR-          15.92  (seconds)                    DEFLEC99
 OX0863  ELLIP HEIGHT-        2175.13  (meters)          (09/07/01) GPS OBS
 OX0863  GEOID HEIGHT-          -9.23  (meters)                     GEOID03
 OX0863
 OX0863  HORZ ORDER  -  B
 OX0863  ELLP ORDER  -  FOURTH    CLASS I
 OX0863
 OX0863.The horizontal coordinates were established by GPS observations
 OX0863.and adjusted by the National Geodetic Survey in May 1992..
 OX0863
 OX0863.The orthometric height was determined by GPS observations and a
 OX0863.high-resolution geoid model.
 OX0863
 OX0863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OX0863
 OX0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0863
 OX0863.The ellipsoidal height was determined by GPS observations
 OX0863.and is referenced to NAD 83.
 OX0863
 OX0863.The geoid height was determined by GEOID03.
 OX0863
 OX0863;                    North         East     Units Scale Factor Converg.
 OX0863;SPC WY W     -   463,434.693   726,765.767   MT  1.00000344   -0 37 45.3
 OX0863;UTM  12      - 4,846,164.777   500,568.672   MT  0.99960000   +0 00 17.6
 OX0863
 OX0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0863!SPC WY W     -   0.99965904  x   1.00000344  =   0.99966247
 OX0863!UTM  12      -   0.99965904  x   0.99960000  =   0.99925917
 OX0863
 OX0863                          SUPERSEDED SURVEY CONTROL
 OX0863
 OX0863  ELLIP H (05/15/92) 2175.13   (m)                       GP(       ) 4 2
 OX0863  NAD 83(1993)-  43 46 06.70660(N)    110 59 34.54601(W) AD(       ) 1
 OX0863  NGVD 29 (04/22/91) 2183.1    (m)         7162.     (f) GPS OBS        
 OX0863
 OX0863.Superseded values are not recommended for survey control.
 OX0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0863.See file dsdata.txt to determine how the superseded data were derived.
 OX0863
 OX0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP0056946165(NAD 83)
 OX0863_MARKER: DH = HORIZONTAL CONTROL DISK
 OX0863_SETTING: 80 = SET IN A BOULDER
 OX0863_SP_SET: IN DRILL HOLE IN A BOULDER
 OX0863_STAMPING: GRAND TARGHEE 1987
 OX0863_MARK LOGO: NGS   
 OX0863_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OX0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0863+STABILITY: SURFACE MOTION
 OX0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0863+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1993
 OX0863
 OX0863  HISTORY     - Date     Condition        Report By
 OX0863  HISTORY     - 1987     MONUMENTED       NGS
 OX0863  HISTORY     - 1987     GOOD             NGS
 OX0863  HISTORY     - 19900616 GOOD             NGS
 OX0863  HISTORY     - 19931001 GOOD             NGS
 OX0863
 OX0863                          STATION DESCRIPTION
 OX0863
 OX0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 OX0863'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI)
 OX0863'NORTHEAST OF DRIGGS ID,
 OX0863'2.0 KM (1.25 MI) EAST OF THE IDAHO-WYOMING STATE LINE, ALONG THE
 OX0863'ROAD LEADING TO THE GRAND TARGHEE SKI AREA, IN THE TETON BASIN
 OX0863'RANGER DISTRICT OF THE TARGHEE NATIONAL FOREST, NEAR THE SOUTH EDGE
 OX0863'OF SECTION 15, T 44 N, R 118 W.
 OX0863'OWNERSHIP--U.S. FOREST SERVICE.
 OX0863'
 OX0863'TO REACH THE STATION FROM THE COURTHOUSE IN DRIGGS ID, GO
 OX0863'SOUTH FOR 0.2 KM (0.1 MI) ON STATE HIGHWAY 33 TO A CROSS STREET.
 OX0863'TURN LEFT AND GO EAST FOR 1.6 KM (1.0 MI) ON THE PAVED ROAD TO A
 OX0863'FORK.  FOLLOW THE LEFT FORK AND GO 8.9 KM (5.5 MI) TO A
 OX0863'CATTLE GUARD AT FOREST BOUNDARY.  CONTINUE AHEAD FOR 2.7 KM (1.65
 OX0863'MI) TO THE SECOND SHARP TURN IN ROAD.  CONTINUE UPHILL FOR 0.6 KM
 OX0863'(0.4 MI) TO THE STATION ON THE LEFT, ALONG A SHORT STRAIGHT SECTION
 OX0863'OF ROAD, IN A SMALL CLEARING BETWEEN TWO ASPEN COPSES.
 OX0863'
 OX0863'THE STATION IS A STANDARD NGS DISK
 OX0863'STAMPED---GRAND TARGHEE 1987---,
 OX0863'SET INTO A DRILL HOLE IN A 3 METERS IN DIAMETER FLAT, WHITE,
 OX0863'STRIATED BOULDER PROJECTING 1 METER ON THE WEST AND SOUTH SIDES.
 OX0863'LOCATED
 OX0863'11.5 METERS (37.7 FT) NORTH FROM THE APPROXIMATE CENTER OF
 OX0863'PAVED ROAD, ABOUT 2 METERS HIGHER THAN THE ROAD,
 OX0863'1.60 METERS (5.25 FT) SOUTH-SOUTHEAST FROM A CARSONITE WITNESS POST,
 OX0863'1.10 METERS (3.60 FT) WEST FROM THE EAST EDGE OF THE BOULDER AND
 OX0863'1.60 METERS (5.25 FT) NORTH FROM THE SOUTH EDGE OF THE BOULDER.
 OX0863'
 OX0863'NO REFERENCE MARKS WERE SET AT THIS TIME.
 OX0863'
 OX0863'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 OX0863'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 OX0863'
 OX0863'THIS STATION SUITABLE FOR GPS SURVEYS.
 OX0863'
 OX0863'DESCRIBED BY G.R. HEID.
 OX0863
 OX0863                          STATION RECOVERY (1987)
 OX0863
 OX0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 OX0863'RECOVERED IN GOOD CONDITION.
 OX0863
 OX0863                          STATION RECOVERY (1990)
 OX0863
 OX0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OX0863'NO OTHER MARKS FOR THIS STATION.  IT IS LOCATED ABOUT 5.3 KM
 OX0863'(3.29 MI) NORTHEAST OF DRIGGS, IDAHO, 2 KM (1.24 MI) EAST OF THE
 OX0863'IDAHO-WYOMING STATE LINE, ALONG THE PAVED ROAD LEADING TO THE GRAND
 OX0863'TARGHEE SKI AREA, IN THE TETON BASIN RANGER DISTRICT OF THE TARGHEE
 OX0863'NATIONAL FOREST, IN A CLEARING ON THE SOUTH SLOPE OF A WOODED HILL,
 OX0863'NEAR THE SOUTH EDGE OF SECTION 15, T 44 N, R 118 W.  OWNERSHIP--US
 OX0863'FOREST SERVICE.
 OX0863'TO REACH FROM THE COURTHOUSE IN DRIGGS, GO SOUTH ON STATE HIGHWAY 33
 OX0863'(MAIN STREET) FOR 0.12 KM (0.07 MI) TO A PAVED CROSSSTREET.  (THIS
 OX0863'JUNCTION IS ALSO 0.13 KM (0.08 MI) NORTH OF THE NEW POST OFFICE).
 OX0863'TURN LEFT, EAST, ON LITTLE AVENUE TOWARDS ALTA, WYOMING, FOR 1.64 KM
 OX0863'(1.02 MI) TO A FORK.  KEEP LEFT, PAVED ROAD, NORTHEAST, FOR 8.83 KM
 OX0863'(5.49 MI) TO A CATTLE GUARD AT THE NATIONAL FOREST BOUNDARY.
 OX0863'CONTINUE AHEAD FOR 2.50 KM (1.55 MI) TO A DIRT ROAD RIGHT ON THE
 OX0863'INSIDE OF A SHARP CURVE.  CONTINUE AHEAD FOR 0.67 KM (0.42 MI) TO THE
 OX0863'STATION ON THE LEFT AT THE CLEARING.
 OX0863'STATION MARK IS SET IN A DRILL HOLE IN A 3-M FLAT, WHITE, STRIATED
 OX0863'BOULDER PROJECTING 1 M (3.28 FT) ON ITS WEST AND SOUTH SIDES.  IT IS
 OX0863'11.5 M (37.73 FT) NORTH OF, AND 2 M (6.56 FT) ABOVE THE ROAD CENTER,
 OX0863'1.6 M (5.25 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST, 1.1 M
 OX0863'(3.61 FT) WEST OF EAST EDGE OF BOULDER, AND 1.6 M (5.25 FT) NORTH OF
 OX0863'SOUTH EDGE.
 OX0863'DESCRIBED BY G.R.HEID.
 OX0863
 OX0863                          STATION RECOVERY (1993)
 OX0863
 OX0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 OX0863'STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) NORTHEAST OF DRIGGS, ID, 2.0
 OX0863'KM (1.25 MI) EAST OF THE IDAHO-WYOMING STATE LINE, ALONG THE ROAD
 OX0863'LEADING TO THE GRAND TARGHEE SKI AREA, IN THE TETON BASIN RANGER
 OX0863'DISTRICT OF THE TARGHEE NATIONAL FOREST, IN A CLEARING ON THE SOUTH
 OX0863'SLOPE OF A WOODED HILL, NEAR THE SOUTH EDGE OF SECTION 15, T 44 N, R
 OX0863'118 W. OWNERSHIP--U.S. FOREST SERVICE. TO REACH FROM THE COURTHOUSE IN
 OX0863'DRIGGS, GO SOUTH ON STATE HIGHWAY 33 (MAIN STREET) FOR 0.12 KM (0.05
 OX0863'MI) TO A PAVED CROSS STREET.  (THIS INTERSECTION IS ALSO 0.13 KM (0.10
 OX0863'MI) NORTH OF THE POST OFFICE). TURN LEFT, EAST, ON LITTLE AVENUE
 OX0863'TOWARDS ALTA, WYOMING, FOR 1.64 KM (1.00 MI) TO A FORK.  KEEP LEFT, ON
 OX0863'PAVED ROAD, AND GO NORTHEAST FOR 8.83 KM (5.50 MI) TO A CATTLE GUARD
 OX0863'AT THE NATIONAL FOREST BOUNDARY. CONTINUE AHEAD FOR 3.30 KM (2.05 MI)
 OX0863'TO THE STATION ON THE LEFT AT THE CLEARING. STATION MARK IS SET IN A
 OX0863'DRILL HOLE IN A 3 M (9.8 FT) FLAT, WHITE, STRIATED BOULDER PROJECTING
 OX0863'1 M (3.3 FT) ON ITS WEST AND SOUTH SIDES. IT IS 11.5 M (37.7 FT) NORTH
 OX0863'OF, AND 2 M (6.6 FT) ABOVE THE ROAD CENTER, 1.6 M (5.2 FT) SOUTHEAST
 OX0863'OF A FIBERGLASS WITNESS POST, 1.1 M (3.6 FT) WEST OF THE EAST EDGE OF
 OX0863'BOULDER, AND 1.6 M (5.2 FT) NORTH OF THE SOUTH EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0835 ***********************************************************************
 OX0835  DESIGNATION -  GRAND TETON
 OX0835  PID         -  OX0835
 OX0835  STATE/COUNTY-  WY/TETON
 OX0835  USGS QUAD   -  GRAND TETON (1968)
 OX0835
 OX0835                         *CURRENT SURVEY CONTROL
 OX0835  ___________________________________________________________________
 OX0835* NAD 83(1993)-  43 44 28.07111(N)    110 48 09.35215(W)     ADJUSTED  
 OX0835* NAVD 88     -                                                        
 OX0835  ___________________________________________________________________
 OX0835  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 OX0835  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 OX0835
 OX0835  HORZ ORDER  -  THIRD
 OX0835
 OX0835.The horizontal coordinates were established by classical geodetic methods
 OX0835.and adjusted by the National Geodetic Survey in January 1997..
 OX0835
 OX0835
 OX0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0835
 OX0835.The geoid height was determined by GEOID03.
 OX0835
 OX0835;                    North         East     Units Scale Factor Converg.
 OX0835;SPC WY W     -   460,239.678   742,063.849   MT  0.99997877   -0 29 50.3
 OX0835;UTM  12      - 4,843,140.402   515,895.196   MT  0.99960311   +0 08 11.3
 OX0835
 OX0835                          SUPERSEDED SURVEY CONTROL
 OX0835
 OX0835  NAD 83(1993)-  43 44 28.06380(N)    110 48 09.35015(W) AD(       ) 4
 OX0835  NAD 83(1986)-  43 44 28.06437(N)    110 48 09.33278(W) AD(       ) 4
 OX0835  NAD 27      -  43 44 28.59300(N)    110 48 05.83800(W) AD(       ) 3
 OX0835
 OX0835.Superseded values are not recommended for survey control.
 OX0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0835.See file dsdata.txt to determine how the superseded data were derived.
 OX0835
 OX0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1589543140(NAD 83)
 OX0835_MARKER: 03 = MOUNTAIN PEAK
 OX0835
 OX0835  HISTORY     - Date     Condition        Report By
 OX0835  HISTORY     - 1915     FIRST OBSERVED   CGS
 OX0835  HISTORY     - 1950     GOOD             CGS
 OX0835
 OX0835                          STATION DESCRIPTION
 OX0835
 OX0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 OX0835'GRAND TETON IS THE HIGHEST POINT IN THE GRAND TETON NATIONAL
 OX0835'PARK.  THE TOP OF THE MOUNTAIN IS A SHARP PEAK.  THE TOP
 OX0835'CENTER OF THIS PEAK WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0838 ***********************************************************************
 OX0838  DESIGNATION -  GRAND TETON
 OX0838  PID         -  OX0838
 OX0838  STATE/COUNTY-  WY/TETON
 OX0838  USGS QUAD   -  GRAND TETON (1968)
 OX0838
 OX0838                         *CURRENT SURVEY CONTROL
 OX0838  ___________________________________________________________________
 OX0838* NAD 83(1993)-  43 44 28.34792(N)    110 48 08.69019(W)     ADJUSTED  
 OX0838* NAVD 88     -      4198.7    (meters)   13775.     (feet)  VERTCON   
 OX0838  ___________________________________________________________________
 OX0838  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 OX0838  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 OX0838
 OX0838  HORZ ORDER  -  THIRD
 OX0838
 OX0838.The horizontal coordinates were established by classical geodetic methods
 OX0838.and adjusted by the National Geodetic Survey in January 1997..
 OX0838
 OX0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0838
 OX0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0838
 OX0838.The geoid height was determined by GEOID03.
 OX0838
 OX0838;                    North         East     Units Scale Factor Converg.
 OX0838;SPC WY W     -   460,248.092   742,078.734   MT  0.99997875   -0 29 49.9
 OX0838;UTM  12      - 4,843,148.977   515,909.982   MT  0.99960311   +0 08 11.8
 OX0838
 OX0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0838!SPC WY W     -   0.99934343  x   0.99997875  =   0.99932219
 OX0838!UTM  12      -   0.99934343  x   0.99960311  =   0.99894680
 OX0838
 OX0838                          SUPERSEDED SURVEY CONTROL
 OX0838
 OX0838  NAD 83(1993)-  43 44 28.34457(N)    110 48 08.68185(W) AD(       ) 3
 OX0838  NAD 83(1986)-  43 44 28.33837(N)    110 48 08.67708(W) AD(       ) 3
 OX0838  NAD 27      -  43 44 28.59925(N)    110 48 05.88797(W) AD(       ) 3
 OX0838  NGVD 29 (07/19/86) 4197.1    (m)        13770.     (f) VERT ANG       
 OX0838
 OX0838.Superseded values are not recommended for survey control.
 OX0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0838.See file dsdata.txt to determine how the superseded data were derived.
 OX0838
 OX0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1591043149(NAD 83)
 OX0838_MARKER: DD = SURVEY DISK
 OX0838_SETTING: 66 = SET IN ROCK OUTCROP
 OX0838_SP_SET: SET IN ROCK OUTCROP
 OX0838_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0838+STABILITY: POSITION/ELEVATION WELL
 OX0838
 OX0838  HISTORY     - Date     Condition        Report By
 OX0838  HISTORY     - 1968     MONUMENTED       USGS
 OX0838
 OX0838                          STATION DESCRIPTION
 OX0838
 OX0838'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OX0838'LOCATED ABOUT 7.3 MI. NW. (BEARING 142 DEGREES) OF GRAND TETON
 OX0838'NATIONAL PARK HEADQUARTERS AT MOOSE, WYOMING.
 OX0838'
 OX0838'STATION MARK--STANDARD USGS ALUMINUM TABLET, SET IN ROCK ABOUT 4 IN.
 OX0838'BELOW AND 6 IN. FROM THE SUMMIT OF GRAND TETON, AND STAMPED
 OX0838'---GRAND TETON---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0542 ***********************************************************************
 NQ0542  DESIGNATION -  GRANDE
 NQ0542  PID         -  NQ0542
 NQ0542  STATE/COUNTY-  WY/PLATTE
 NQ0542  USGS QUAD   -  GLENDO (1978)
 NQ0542
 NQ0542                         *CURRENT SURVEY CONTROL
 NQ0542  ___________________________________________________________________
 NQ0542* NAD 83(1993)-  42 30 55.81512(N)    105 06 27.84535(W)     ADJUSTED  
 NQ0542* NAVD 88     -      1613.0    (meters)    5292.     (feet)  VERTCON   
 NQ0542  ___________________________________________________________________
 NQ0542  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 NQ0542  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 NQ0542
 NQ0542  HORZ ORDER  -  SECOND
 NQ0542
 NQ0542.The horizontal coordinates were established by classical geodetic methods
 NQ0542.and adjusted by the National Geodetic Survey in January 1997..
 NQ0542
 NQ0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0542
 NQ0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0542
 NQ0542.The geoid height was determined by GEOID03.
 NQ0542
 NQ0542;                    North         East     Units Scale Factor Converg.
 NQ0542;SPC WY E     -   223,837.147   204,842.640   MT  0.99993779   +0 02 23.4
 NQ0542;UTM  13      - 4,707,020.269   491,150.033   MT  0.99960096   -0 04 22.1
 NQ0542
 NQ0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0542!SPC WY E     -   0.99974927  x   0.99993779  =   0.99968707
 NQ0542!UTM  13      -   0.99974927  x   0.99960096  =   0.99935033
 NQ0542
 NQ0542|---------------------------------------------------------------------|
 NQ0542| PID    Reference Object                     Distance      Geod. Az  |
 NQ0542|                                                           dddmmss.s |
 NQ0542| CQ3838 GRANDE RM 3                          11.469 METERS 00358     |
 NQ0542| NQ0546 GWM 93                              APPROX. 1.0 KM 0852737.3 |
 NQ0542| CQ3837 GRANDE RM 2                           9.119 METERS 15312     |
 NQ0542| CQ3836 GRANDE RM 1                          11.769 METERS 29514     |
 NQ0542|---------------------------------------------------------------------|
 NQ0542
 NQ0542                          SUPERSEDED SURVEY CONTROL
 NQ0542
 NQ0542  NAD 83(1986)-  42 30 55.79422(N)    105 06 27.83526(W) AD(       ) 2
 NQ0542  NAD 27      -  42 30 55.90600(N)    105 06 25.92500(W) AD(       ) 2
 NQ0542  NGVD 29 (07/19/86) 1612.2    (m)         5289.     (f) VERT ANG       
 NQ0542
 NQ0542.Superseded values are not recommended for survey control.
 NQ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0542.See file dsdata.txt to determine how the superseded data were derived.
 NQ0542
 NQ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9115007020(NAD 83)
 NQ0542_MARKER: DD = SURVEY DISK
 NQ0542_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0542
 NQ0542  HISTORY     - Date     Condition        Report By
 NQ0542  HISTORY     - 1948     MONUMENTED       USGS
 NQ0542
 NQ0542                          STATION DESCRIPTION
 NQ0542
 NQ0542'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0542'STATION IS LOCATED ON HIGHEST POINT OF A PROMINENT, GRASSY,
 NQ0542'ROCK-TOPPED HILL, ABOUT 21.5 MILES AIRLINE SOUTHEAST OF DOUGLAS,
 NQ0542'4 MILES AIRLINE WEST OF GLENDO, IN T 29 N, R 69 W AND IN NW
 NQ0542'1/4 OF SEC. 2, 8 FEET SOUTHWEST OF A CAIRN.  STATION MARK IS A
 NQ0542'U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A DRILL HOLE IN
 NQ0542'OUTCROPPING BEDROCK, PROJECTS 12 INCHES, AND STAMPED, GRANDE
 NQ0542'1947.
 NQ0542'
 NQ0542'REFERENCE MARK NO. 1 IS A USGS BENCH MARK SET IN DRILL HOLE
 NQ0542'IN OUTCROPPING BEDROCK, PROJECTS 6 INCHES, ABOUT 2 FEET
 NQ0542'LOWER THAN STATION, AND STAMPED, REF MK 1.
 NQ0542'
 NQ0542'REFERENCE MARK NO. 2 IS A USGS BENCH MARK SET IN A DRILL HOLE
 NQ0542'IN OUTCROPPING BEDROCK, PROJECTS 2 INCHES, ABOUT 1 FOOT LOWER
 NQ0542'THAN STATION, AND STAMPED, REF MK 2.
 NQ0542'
 NQ0542'REFERENCE MARK NO. 3 IS APPROXIMATELY 6 INCHES LOWER THAN
 NQ0542'STATION, PROJECTS 2 INCHES, AND STAMPED, GRANDE NO 3 1948.
 NQ0542'
 NQ0542'AZIMUTH MARK IS A USGS BENCH MARK LOCATED 8 PACES SOUTH OF CENTER
 NQ0542'LINE OF ROAD, 4 PACES EAST OF WIRE GATE, 3 FEET WEST OF WHITE
 NQ0542'WITNESS POST, 2 FEET NORTH OF FENCE LINE, SET IN A 10 INCH
 NQ0542'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES, AND STAMPED,
 NQ0542'5180 FT GWM 93 1940.
 NQ0542'
 NQ0542'TO REACH FROM GLENDO AT SOUTHERN END OF TOWN AND JUST BEFORE
 NQ0542'CROSSING RAILROAD OVERPASS ON U.S. HIGHWAY 87, GO WESTERLY
 NQ0542'ON GRADED ROAD FOR 4.0 MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED
 NQ0542'ABOVE.  CONTINUE ON ROAD FOR 0.4 MILE TO A WIRE GATE ON LEFT.
 NQ0542'TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.15 MILE TO
 NQ0542'TOP OF FIRST RIDGE.  TURN RIGHT AND FOLLOW RIDGE FOR 0.2 MILE.
 NQ0542'TURN LEFT ACROSS SADDLE FOR 0.1 MILE TO STATION AS DESCRIBED
 NQ0542'ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0341 ***********************************************************************
 MQ0341  DESIGNATION -  GRANG
 MQ0341  PID         -  MQ0341
 MQ0341  STATE/COUNTY-  WY/SWEETWATER
 MQ0341  USGS QUAD   -  GRANGER (1980)
 MQ0341
 MQ0341                         *CURRENT SURVEY CONTROL
 MQ0341  ___________________________________________________________________
 MQ0341* NAD 83(1993)-  41 35 05.56392(N)    109 56 46.43869(W)     ADJUSTED  
 MQ0341* NAVD 88     -      1932.879  (meters)    6341.45   (feet)  ADJUSTED  
 MQ0341  ___________________________________________________________________
 MQ0341  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 MQ0341  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 MQ0341  DYNAMIC HT  -        1931.222 (meters)    6336.02  (feet)  COMP
 MQ0341  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 MQ0341
 MQ0341  HORZ ORDER  -  SECOND
 MQ0341  VERT ORDER  -  FIRST     CLASS II
 MQ0341
 MQ0341.The horizontal coordinates were established by classical geodetic methods
 MQ0341.and adjusted by the National Geodetic Survey in January 1997..
 MQ0341
 MQ0341.The orthometric height was determined by differential leveling
 MQ0341.and adjusted by the National Geodetic Survey in June 1991..
 MQ0341
 MQ0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0341
 MQ0341.The geoid height was determined by GEOID03.
 MQ0341
 MQ0341.The dynamic height is computed by dividing the NAVD 88
 MQ0341.geopotential number by the normal gravity value computed on the
 MQ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0341.degrees latitude (g = 980.6199 gals.).
 MQ0341
 MQ0341.The modeled gravity was interpolated from observed gravity values.
 MQ0341
 MQ0341;                    North         East     Units Scale Factor Converg.
 MQ0341;SPC WYWC     -   121,164.563   500,255.013   MT  1.00005989   -0 47 38.5
 MQ0341;SPC WY W     -   220,482.481   811,431.682   MT  0.99993911   +0 05 27.6
 MQ0341;UTM  12      - 4,604,223.616   587,835.980   MT  0.99969494   +0 41 58.1
 MQ0341
 MQ0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0341!SPC WYWC     -   0.99969927  x   1.00005989  =   0.99975914
 MQ0341!SPC WY W     -   0.99969927  x   0.99993911  =   0.99963840
 MQ0341!UTM  12      -   0.99969927  x   0.99969494  =   0.99939430
 MQ0341
 MQ0341|---------------------------------------------------------------------|
 MQ0341| PID    Reference Object                     Distance      Geod. Az  |
 MQ0341|                                                           dddmmss.s |
 MQ0341| CP5427 GRANG RM 1                           13.261 METERS 02921     |
 MQ0341| CP5428 GRANG RM 2                           11.395 METERS 11056     |
 MQ0341| MQ0340 GRANG AZ MK                         APPROX. 1.4 KM 2743346.0 |
 MQ0341|---------------------------------------------------------------------|
 MQ0341
 MQ0341                          SUPERSEDED SURVEY CONTROL
 MQ0341
 MQ0341  NAD 83(1986)-  41 35 05.55667(N)    109 56 46.42729(W) AD(       ) 2
 MQ0341  NAD 27      -  41 35 05.71440(N)    109 56 43.89860(W) AD(       ) 2
 MQ0341  NGVD 29 (06/08/92) 1931.569  (m)         6337.16   (f) ADJUSTED    1 2
 MQ0341
 MQ0341.Superseded values are not recommended for survey control.
 MQ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0341.See file dsdata.txt to determine how the superseded data were derived.
 MQ0341
 MQ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM8783604224(NAD 83)
 MQ0341_MARKER: DS = TRIANGULATION STATION DISK
 MQ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0341_SP_SET: CONCRETE POST
 MQ0341_STAMPING: GRANG 1962
 MQ0341_MARK LOGO: CGS   
 MQ0341_PROJECTION: PROJECTING 10 CENTIMETERS
 MQ0341_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0341+STABILITY: SURFACE MOTION
 MQ0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0341+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 MQ0341
 MQ0341  HISTORY     - Date     Condition        Report By
 MQ0341  HISTORY     - 1962     MONUMENTED       CGS
 MQ0341  HISTORY     - 1969     GOOD             USAF
 MQ0341  HISTORY     - 1975     GOOD             NGS
 MQ0341  HISTORY     - 1983     GOOD             NGS
 MQ0341  HISTORY     - 19920819 GOOD             NGS
 MQ0341
 MQ0341                          STATION DESCRIPTION
 MQ0341
 MQ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0341'THE STATION IS ON A LOW SAGE BRUSH COVERED KNOLL, ON THE SOUTHWEST
 MQ0341'SIDE OF U.S. HIGHWAY 30 N, ABOUT 1-3/4 MILES EAST-SOUTHEAST OF
 MQ0341'GRANGER AND 4-3/4 MILES NORTHWEST OF LITTLE AMERICA.
 MQ0341'
 MQ0341'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GRANGER, GO
 MQ0341'EAST ON GRAVELED ROAD FOR 0.9 MILE TO THE JUNCTION WITH U.S.
 MQ0341'HIGHWAY 30 N.  TURN RIGHT AND GO SOUTHEAST ON THE HIGHWAY FOR
 MQ0341'1.4 MILES.  TURN RIGHT OFF HIGHWAY AND GO 0.1 MILE TO THE
 MQ0341'SOUTH END OF A SNOW FENCE.  TURN RIGHT AND GO NORTH, ALONG THE
 MQ0341'WEST SIDE OF THE SNOW FENCE FOR 0.1 MILE TO THE STATION.  TO
 MQ0341'REACH THE AZIMUTH MARK FROM THE RAILROAD DEPOT IN GRANGER, GO
 MQ0341'WEST ON GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN
 MQ0341'LEFT AND GO SOUTHERLY ON PAVED ROAD FOR 0.6 MILE TO THE
 MQ0341'MARK ON THE LEFT.
 MQ0341'
 MQ0341'STATION MARK IS A STANDARD DISK, STAMPED GRANG 1962, SET IN THE
 MQ0341'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 MQ0341'IT IS 36 FEET SOUTHWEST OF A WOODEN SNOW FENCE AND 4 FEET
 MQ0341'SOUTHWEST OF A WITNESS POST.  IT IS ABOUT 100 YARDS SOUTHWEST
 MQ0341'OF THE HIGHWAY AND ABOUT 10 FEET HIGHER.
 MQ0341'
 MQ0341'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRANG NO 1 1962,
 MQ0341'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5
 MQ0341'INCHES.  IT IS 3 FEET SOUTHWEST OF THE SNOW FENCE AND 41 FEET
 MQ0341'NORTHEAST OF THE WITNESS POST.  IT IS ABOUT THE SAME ELEVATION
 MQ0341'AS THE STATION.
 MQ0341'
 MQ0341'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRANG NO 2 1962,
 MQ0341'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0341'2 INCHES.  IT IS 34 FEET EAST-NORTHEAST OF THE WITNESS POST
 MQ0341'AND 7 FEET SOUTHWEST OF THE SNOW FENCE.  IT IS ABOUT THE SAME
 MQ0341'ELEVATION AS THE STATION.
 MQ0341'
 MQ0341'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRANG 1962, SET IN THE
 MQ0341'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 MQ0341'IT IS 3 FEET EAST OF A WITNESS POST AND 57 FEET EAST OF THE
 MQ0341'CENTERLINE OF A PAVED ROAD.
 MQ0341
 MQ0341                          STATION RECOVERY (1969)
 MQ0341
 MQ0341'RECOVERY NOTE BY US AIR FORCE 1969
 MQ0341'STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK FOUND IN GOOD
 MQ0341'CONDITION AS DESCRIBED.
 MQ0341'
 MQ0341'ROUTE DESCRIPTION WAS ADEQUATE.
 MQ0341
 MQ0341                          STATION RECOVERY (1975)
 MQ0341
 MQ0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFA)
 MQ0341'ALL MARKS RECOVERED AS DESCRIBED.  ROUTE DESCRIPTION ADEQUATE.
 MQ0341
 MQ0341                          STATION RECOVERY (1983)
 MQ0341
 MQ0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0341'3.6 KM (2.25 MI) SE FROM GRANGER.
 MQ0341'THE MARK IS 3.1 M ABOVE THE HIGHWAY.
 MQ0341'1.3 KM (0.8 MI) NORTHEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0341'STATION IN GRANGER, THENCE 2.3 KM (1.45 MI) SOUTHEAST ALONG U.S.
 MQ0341'HIGHWAY 30, 67.7 METERS (222.1 FT) WEST OF THE CENTERLINE OF THE
 MQ0341'HIGHWAY, AND 35.7 METERS (117.1 FT) WEST OF A FENCE.
 MQ0341'THE MARK IS 1.2 METERS  SW FROM A WITNESS POST.
 MQ0341
 MQ0341                          STATION RECOVERY (1992)
 MQ0341
 MQ0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MQ0341'STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) EAST OF GRANGER, 5 KM
 MQ0341'(3.1 MI) NORTHWEST OF THE OVERPASS AT THE JUNCTION OF INTERSTATE
 MQ0341'HIGHWAY 80 AND U.S. HIGHWAY 30, ON A LOW GRASSY HILL ALONGSIDE
 MQ0341'HIGHWAY 30, AT MILE 96.65. OWNERSHIP--UNKNOWN.
 MQ0341'TO REACH FROM THE OVERPASS AT THE JUNCTION OF HIGHWAYS 80 AND 30, GO
 MQ0341'NORTHWEST ON HIGHWAY 30 FOR 3.38 KM (2.10 MI) TO A PAVED ROAD LEFT.
 MQ0341'CONTINUE AHEAD FOR 1.92 KM (1.19 MI) TO THE STATION ON THE LEFT
 MQ0341'ACROSS THE FENCE.
 MQ0341'STATION MARK IS SET IN THE TOP OF A 35 CM SQUARE CONCRETE POST
 MQ0341'PROJECTING 10 CM ABOVE GROUND.  IT IS ABOUT 5 M (16.4 FT) ABOVE THE
 MQ0341'HIGHWAY, 29.9 M (98.1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.1 M
 MQ0341'(3.6 FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0340 ***********************************************************************
 MQ0340  DESIGNATION -  GRANG AZ MK
 MQ0340  PID         -  MQ0340
 MQ0340  STATE/COUNTY-  WY/SWEETWATER
 MQ0340  USGS QUAD   -  GRANGER (1980)
 MQ0340
 MQ0340                         *CURRENT SURVEY CONTROL
 MQ0340  ___________________________________________________________________
 MQ0340* NAD 83(1993)-  41 35 09.28576(N)    109 57 48.63489(W)     ADJUSTED  
 MQ0340* NAVD 88     -      1923.413  (meters)    6310.40   (feet)  ADJUSTED  
 MQ0340  ___________________________________________________________________
 MQ0340  X           -  -1,631,680.324 (meters)                     COMP
 MQ0340  Y           -  -4,491,903.970 (meters)                     COMP
 MQ0340  Z           -   4,212,580.634 (meters)                     COMP
 MQ0340  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 MQ0340  ELLIP HEIGHT-        1908.42  (meters)          (02/28/01) GPS OBS
 MQ0340  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 MQ0340  DYNAMIC HT  -        1921.767 (meters)    6305.00  (feet)  COMP
 MQ0340  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 MQ0340
 MQ0340  HORZ ORDER  -  A
 MQ0340  VERT ORDER  -  FIRST     CLASS II
 MQ0340  ELLP ORDER  -  SECOND    CLASS I
 MQ0340
 MQ0340.The horizontal coordinates were established by GPS observations
 MQ0340.and adjusted by the National Geodetic Survey in February 2001..
 MQ0340
 MQ0340.The orthometric height was determined by differential leveling
 MQ0340.and adjusted by the National Geodetic Survey in June 1991..
 MQ0340
 MQ0340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MQ0340
 MQ0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0340
 MQ0340.The ellipsoidal height was determined by GPS observations
 MQ0340.and is referenced to NAD 83.
 MQ0340
 MQ0340.The geoid height was determined by GEOID03.
 MQ0340
 MQ0340.The dynamic height is computed by dividing the NAVD 88
 MQ0340.geopotential number by the normal gravity value computed on the
 MQ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0340.degrees latitude (g = 980.6199 gals.).
 MQ0340
 MQ0340.The modeled gravity was interpolated from observed gravity values.
 MQ0340
 MQ0340;                    North         East     Units Scale Factor Converg.
 MQ0340;SPC WYWC     -   121,299.493   498,816.024   MT  1.00006345   -0 48 19.9
 MQ0340;UTM  12      - 4,604,320.959   586,394.494   MT  0.99969185   +0 41 16.8
 MQ0340
 MQ0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0340!SPC WYWC     -   0.99970076  x   1.00006345  =   0.99976419
 MQ0340!UTM  12      -   0.99970076  x   0.99969185  =   0.99939270
 MQ0340
 MQ0340                          SUPERSEDED SURVEY CONTROL
 MQ0340
 MQ0340  NAVD 88 (02/28/01) 1923.41   (m)         6310.4    (f) LEVELING    3  
 MQ0340  NGVD 29 (06/08/92) 1922.102  (m)         6306.10   (f) ADJUSTED    1 2
 MQ0340
 MQ0340.Superseded values are not recommended for survey control.
 MQ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0340.See file dsdata.txt to determine how the superseded data were derived.
 MQ0340
 MQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM8639404321(NAD 83)
 MQ0340_MARKER: DZ = AZIMUTH MARK DISK
 MQ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0340_SP_SET: CONCRETE POST
 MQ0340_STAMPING: GRANG 1962
 MQ0340_MARK LOGO: CGS   
 MQ0340_PROJECTION: PROJECTING 10 CENTIMETERS
 MQ0340_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0340+STABILITY: SURFACE MOTION
 MQ0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0340+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1999
 MQ0340
 MQ0340  HISTORY     - Date     Condition        Report By
 MQ0340  HISTORY     - 1962     MONUMENTED       CGS
 MQ0340  HISTORY     - 1983     GOOD             NGS
 MQ0340  HISTORY     - 19990611 GOOD             WY-037
 MQ0340
 MQ0340                          STATION DESCRIPTION
 MQ0340
 MQ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0340'1.1 KM (0.7 MI) SE FROM GRANGER.
 MQ0340'1.1 KM (0.7 MI) SOUTHEAST ALONG OLD U.S. HIGHWAY 30 FROM THE UNION
 MQ0340'PACIFIC RAILROAD STATION IN GRANGER, 22.0 METERS (72.2 FT) NORTH OF
 MQ0340'THE CENTER OF A TRACK ROAD LEADING EAST, AND 17.4 METERS (57.1 FT)
 MQ0340'EAST OF THE CENTERLINE OF THE HIGHWAY.
 MQ0340'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 MQ0340'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 MQ0340
 MQ0340                          STATION RECOVERY (1999)
 MQ0340
 MQ0340'RECOVERY NOTE BY SWEETWATER COUNTY WYOMING 1999 (KF)
 MQ0340'RECOVERED AS DESCRIBED.  THE STATION IS 0.71 MILES (1.14 KM) NORTH
 MQ0340'ALONG SWEETWATER COUNTY ROAD 4-16 FROM THE INTERSECTION OF SWEETWATER
 MQ0340'WATER COUNTY ROADS 4-2 AND 4-16.  IT IS, 150 FT (45.7 M) SOUTH OF THE
 MQ0340'TOWN OF GRANGER CITY LIMIT SIGN AND 2.9 FT (0.9 M) EAST OF A 3 FT (0.9
 MQ0340'M) HIGH RED STEEL WITNESS POST AND SIGN.  RECOVERED BY K. MAGRATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0749 ***********************************************************************
 MR0749  DESIGNATION -  GRANGER
 MR0749  PID         -  MR0749
 MR0749  STATE/COUNTY-  WY/SWEETWATER
 MR0749  USGS QUAD   -  MOXA (1969)
 MR0749
 MR0749                         *CURRENT SURVEY CONTROL
 MR0749  ___________________________________________________________________
 MR0749* NAD 83(1993)-  41 40 20.37619(N)    110 00 49.87816(W)     ADJUSTED  
 MR0749* NAVD 88     -      2013.3    (meters)    6605.     (feet)  VERTCON   
 MR0749  ___________________________________________________________________
 MR0749  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 MR0749  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 MR0749
 MR0749  HORZ ORDER  -  FIRST
 MR0749
 MR0749.The horizontal coordinates were established by classical geodetic methods
 MR0749.and adjusted by the National Geodetic Survey in January 1997..
 MR0749
 MR0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0749
 MR0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0749
 MR0749.The geoid height was determined by GEOID03.
 MR0749
 MR0749;                    North         East     Units Scale Factor Converg.
 MR0749;SPC WYWC     -   130,957.086   494,758.743   MT  1.00007375   -0 50 25.4
 MR0749;SPC WY W     -   230,187.618   805,785.405   MT  0.99993791   +0 02 46.3
 MR0749;UTM  12      - 4,613,865.786   582,088.305   MT  0.99968292   +0 39 20.5
 MR0749
 MR0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0749!SPC WYWC     -   0.99968665  x   1.00007375  =   0.99976037
 MR0749!SPC WY W     -   0.99968665  x   0.99993791  =   0.99962458
 MR0749!UTM  12      -   0.99968665  x   0.99968292  =   0.99936967
 MR0749
 MR0749|---------------------------------------------------------------------|
 MR0749| PID    Reference Object                     Distance      Geod. Az  |
 MR0749|                                                           dddmmss.s |
 MR0749| MR0750 GRANGER                              18.864 METERS 10909     |
 MR0749| MR0773 AIRWAY BN 11 11 MI SSW GRANGER      APPROX.25.5 KM 1874156.0 |
 MR0749| MR0775 MOUNTAIN FUEL UNITA PLT E STK       APPROX.31.2 KM 1912446.3 |
 MR0749| MR0774 MICROWAVE REL TWR SSW GRANGER       APPROX.29.5 KM 1913745.8 |
 MR0749| CP5430 GRANGER RM 1                         17.957 METERS 20535     |
 MR0749| CP5429 GRANGER AZ MK                                      2674448.6 |
 MR0749|---------------------------------------------------------------------|
 MR0749
 MR0749                          SUPERSEDED SURVEY CONTROL
 MR0749
 MR0749  NAD 83(1986)-  41 40 20.36815(N)    110 00 49.86886(W) AD(       ) 1
 MR0749  NAD 27      -  41 40 20.53460(N)    110 00 47.32690(W) AD(       ) 1
 MR0749  NGVD 29 (07/19/86) 2012.0    (m)         6601.     (f) VERT ANG       
 MR0749
 MR0749.Superseded values are not recommended for survey control.
 MR0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0749.See file dsdata.txt to determine how the superseded data were derived.
 MR0749
 MR0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM8208813866(NAD 83)
 MR0749_MARKER: DS = TRIANGULATION STATION DISK
 MR0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0749
 MR0749  HISTORY     - Date     Condition        Report By
 MR0749  HISTORY     - 1962     MONUMENTED       CGS
 MR0749  HISTORY     - 1975     GOOD             NGS
 MR0749
 MR0749                          STATION DESCRIPTION
 MR0749
 MR0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0749'STATION IS ON A HIGH SAGE BRUSH COVERED MESA.  U.S. HIGHWAY
 MR0749'30N CROSSES THE WEST END OF THE MESA.  ABOUT 18 MILES
 MR0749'EAST-SOUTHEAST OF OPAL, 6 MILES NORTHWEST OF GRANGER AND 1-1/4
 MR0749'MILES EAST OF U.S. HIGHWAY 30N.
 MR0749'
 MR0749'TO REACH FROM THE POST OFFICE IN OPAL.  GO EASTERLY ON U.S.
 MR0749'HIGHWAY 30N FOR 3.35 MILES TO THE NELSON RANCH ON THE RIGHT.
 MR0749'CONTINUE AHEAD, EASTERLY ON THE HIGHWAY FOR 8.1 MILES TO THE
 MR0749'LINCOLN-SWEETWATER COUNTY LINE.  CONTINUE AHEAD, SOUTHEAST
 MR0749'ON THE HIGHWAY FOR 1.8 MILES TO THE TOP OF THE MESA, SIDE
 MR0749'ROAD LEFT AND AZIMUTH MARK ON THE LEFT.  TURN LEFT, EAST ON
 MR0749'TRACK ROAD FOR 0.2 MILE TO A PIPELINE.  CONTINUE AHEAD, EAST
 MR0749'ON THE TRACK ROAD FOR 1.1 MILES TO A REVERSE FORK ON THE
 MR0749'RIGHT.  TURN SHARP RIGHT, SOUTHWEST ON DIM TRACK ROAD FOR 0.15
 MR0749'MILE TO THE STATION ON THE RIGHT.
 MR0749'
 MR0749'STATION MARK IS A STANDARD DISK, STAMPED GRANGER 1962, SET
 MR0749'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 MR0749'IT IS 39 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE TRACK
 MR0749'ROAD AND 3 FEET NORTH OF A WITNESS POST.
 MR0749'
 MR0749'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRANGER NO 1 1962,
 MR0749'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0749'3 INCHES.  IT IS 27 FEET NORTHWEST OF THE CENTERLINE OF THE
 MR0749'TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0749'
 MR0749'GRANGER (USGS) IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 MR0749'GRANGER 1958, BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING
 MR0749'3 INCHES.  IT IS 22 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MR0749'TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0749'
 MR0749'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRANGER 1962, SET
 MR0749'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6
 MR0749'INCHES.  IT IS 70 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 MR0749'30N, 15.8 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD AND
 MR0749'2.8 FEET EAST OF A WITNESS POST.
 MR0749
 MR0749                          STATION RECOVERY (1975)
 MR0749
 MR0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFA)
 MR0749'ALL MARKS RECOVERED AS DESCRIBED.
 MR0749'
 MR0749'REVISED ROUTE DESCRIPTION.  TO REACH THE STATION FROM LITTLE
 MR0749'AMERICA, PROCEED WEST ON INTERSTATE 80 FOR 2.0 MILES TO JUNCTION OF
 MR0749'HIGHWAY 30N.  TURN RIGHT ON HIGHWAY 30N AND PROCEED NORTHWEST FOR
 MR0749'9.05 MILES TO SIDE ROAD RIGHT AT GATE 3.  TURN RIGHT AND PROCEED
 MR0749'NORTHWEST ON OLD HIGHWAY 30N FOR 4.85 MILES TO SIDE ROAD
 MR0749'RIGHT.  TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 1.3 MILES TO
 MR0749'REVERSE Y INTERSECTION.  TURN SHARP RIGHT AND GO 0.15 MILE TO
 MR0749'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0750 ***********************************************************************
 MR0750  DESIGNATION -  GRANGER
 MR0750  PID         -  MR0750
 MR0750  STATE/COUNTY-  WY/SWEETWATER
 MR0750  USGS QUAD   -  MOXA (1969)
 MR0750
 MR0750                         *CURRENT SURVEY CONTROL
 MR0750  ___________________________________________________________________
 MR0750* NAD 83(1993)-  41 40 20.17556(N)    110 00 49.10779(W)     ADJUSTED  
 MR0750* NAVD 88     -      2013.     (meters)    6604.     (feet)  SCALED    
 MR0750  ___________________________________________________________________
 MR0750  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 MR0750  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 MR0750
 MR0750  HORZ ORDER  -  SECOND
 MR0750
 MR0750.The horizontal coordinates were established by classical geodetic methods
 MR0750.and adjusted by the National Geodetic Survey in January 1997..
 MR0750
 MR0750.The orthometric height was scaled from a topographic map.
 MR0750
 MR0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0750
 MR0750.The geoid height was determined by GEOID03.
 MR0750
 MR0750;                    North         East     Units Scale Factor Converg.
 MR0750;SPC WYWC     -   130,950.635   494,776.471   MT  1.00007370   -0 50 24.8
 MR0750;SPC WY W     -   230,181.443   805,803.229   MT  0.99993791   +0 02 46.8
 MR0750;UTM  12      - 4,613,859.803   582,106.189   MT  0.99968296   +0 39 21.0
 MR0750
 MR0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0750!SPC WYWC     -   0.99968665  x   1.00007370  =   0.99976032
 MR0750!SPC WY W     -   0.99968665  x   0.99993791  =   0.99962458
 MR0750!UTM  12      -   0.99968665  x   0.99968296  =   0.99936971
 MR0750
 MR0750:                Primary Azimuth Mark                     Grid Az
 MR0750:SPC WYWC     -  WASH                                     354 19 25.8
 MR0750:SPC WY W     -  WASH                                     353 26 14.2
 MR0750:UTM  12      -  WASH                                     352 49 40.0
 MR0750
 MR0750|---------------------------------------------------------------------|
 MR0750| PID    Reference Object                     Distance      Geod. Az  |
 MR0750|                                                           dddmmss.s |
 MR0750| MR0751 WASH                                APPROX. 8.5 KM 3532901.0 |
 MR0750|---------------------------------------------------------------------|
 MR0750
 MR0750                          SUPERSEDED SURVEY CONTROL
 MR0750
 MR0750  NAD 83(1986)-  41 40 20.16753(N)    110 00 49.09850(W) AD(       ) 2
 MR0750  NAD 27      -  41 40 20.33390(N)    110 00 46.55660(W) AD(       ) 2
 MR0750
 MR0750.Superseded values are not recommended for survey control.
 MR0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0750.See file dsdata.txt to determine how the superseded data were derived.
 MR0750
 MR0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM8210613860(NAD 83)
 MR0750_MARKER: DD = SURVEY DISK
 MR0750_SETTING: 0 = UNSPECIFIED SETTING
 MR0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0750
 MR0750  HISTORY     - Date     Condition        Report By
 MR0750  HISTORY     - 1962     MONUMENTED       USGS
 MR0750  HISTORY     - 1962     GOOD             NGS
 MR0750
 MR0750                          STATION DESCRIPTION
 MR0750
 MR0750'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 MR0750'STATION IS ON A HIGH SAGE BRUSH COVERED MESA.  U.S. HIGHWAY
 MR0750'30N CROSSES THE WEST END OF THE MESA.  ABOUT 18 MILES EAST-SOUTHEAST
 MR0750'OF OPAL, 6 MILES NORTHWEST OF GRANGER AND 1-1/4 MILES EAST
 MR0750'OF U.S. HIGHWAY 30N.
 MR0750'
 MR0750'GRANGER (USGS) IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 MR0750'GRANGER 1958, BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING
 MR0750'3 INCHES.  IT IS 22 FEET SOUTHEAST OF THE CENTERLINE OF A TRACK
 MR0750'ROAD.
 MR0750'
 MR0750'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 MR0750'GRANGER THE DISTANCE BEING 61.89 FEET OR 18.864 METERS
 MR0750'WEST-NORTHWEST.
 MR0750
 MR0750                          STATION RECOVERY (1962)
 MR0750
 MR0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MR0750'RECOVERED.
 MR0750'
 MR0750'STATION MARK--STANDARD TABLET, WELDED TO TOP OF 1 IN. PIPE, STAMPED
 MR0750'---GRANGER 1958---, PROTRUDING 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0525 ***********************************************************************
 MQ0525  DESIGNATION -  GRANGER RAILROAD WATER TANK
 MQ0525  PID         -  MQ0525
 MQ0525  STATE/COUNTY-  WY/SWEETWATER
 MQ0525  USGS QUAD   -  GRANGER (1980)
 MQ0525
 MQ0525                         *CURRENT SURVEY CONTROL
 MQ0525  ___________________________________________________________________
 MQ0525* NAD 83(1993)-  41 35 35.90875(N)    109 58 08.19423(W)     ADJUSTED  
 MQ0525* NAVD 88     -                                                        
 MQ0525  ___________________________________________________________________
 MQ0525  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 MQ0525  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MQ0525
 MQ0525  HORZ ORDER  -  THIRD
 MQ0525
 MQ0525.The horizontal coordinates were established by classical geodetic methods
 MQ0525.and adjusted by the National Geodetic Survey in January 1997..
 MQ0525
 MQ0525
 MQ0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0525
 MQ0525.The geoid height was determined by GEOID03.
 MQ0525
 MQ0525;                    North         East     Units Scale Factor Converg.
 MQ0525;SPC WYWC     -   122,127.207   498,374.594   MT  1.00006455   -0 48 33.3
 MQ0525;SPC WY W     -   221,415.847   809,536.850   MT  0.99993862   +0 04 33.4
 MQ0525;UTM  12      - 4,605,136.581   585,931.811   MT  0.99969087   +0 41 04.2
 MQ0525
 MQ0525                          SUPERSEDED SURVEY CONTROL
 MQ0525
 MQ0525  NAD 83(1986)-  41 35 35.90181(N)    109 58 08.18385(W) AD(       ) 4
 MQ0525  NAD 27      -  41 35 36.06100(N)    109 58 05.65200(W) AD(       ) 3
 MQ0525
 MQ0525.Superseded values are not recommended for survey control.
 MQ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0525.See file dsdata.txt to determine how the superseded data were derived.
 MQ0525
 MQ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM8593205137(NAD 83)
 MQ0525_MARKER: 53 = ELEVATED TANK
 MQ0525
 MQ0525  HISTORY     - Date     Condition        Report By
 MQ0525  HISTORY     - 1962     FIRST OBSERVED   CGS
 MQ0525  HISTORY     - 1969     GOOD             USAF
 MQ0525
 MQ0525                          STATION DESCRIPTION
 MQ0525
 MQ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0525'THE STATION IS THE CENTER OF THE TOP OF A 50 FOOT HIGH ELEVATED,
 MQ0525'WOODEN WATER TANK, LOCATED IN THE VILLAGE OF GRANGER.
 MQ0525
 MQ0525                          STATION RECOVERY (1969)
 MQ0525
 MQ0525'RECOVERY NOTE BY US AIR FORCE 1969
 MQ0525'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0541 ***********************************************************************
 MO0541  DESIGNATION -  GRANITE
 MO0541  PID         -  MO0541
 MO0541  STATE/COUNTY-  WY/LARAMIE
 MO0541  USGS QUAD   -  
 MO0541
 MO0541                         *CURRENT SURVEY CONTROL
 MO0541  ___________________________________________________________________
 MO0541* NAD 83(1993)-  41 05 05.30654(N)    105 08 43.57350(W)     ADJUSTED  
 MO0541* NAVD 88     -      2221.791  (meters)    7289.33   (feet)  ADJUSTED  
 MO0541  ___________________________________________________________________
 MO0541  LAPLACE CORR-         -17.25  (seconds)                    DEFLEC99
 MO0541  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 MO0541  DYNAMIC HT  -        2219.784 (meters)    7282.74  (feet)  COMP
 MO0541  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 MO0541
 MO0541  HORZ ORDER  -  SECOND
 MO0541  VERT ORDER  -  SECOND    CLASS 0
 MO0541
 MO0541.The horizontal coordinates were established by classical geodetic methods
 MO0541.and adjusted by the National Geodetic Survey in January 1997..
 MO0541
 MO0541.The orthometric height was determined by differential leveling
 MO0541.and adjusted by the National Geodetic Survey in June 1991..
 MO0541
 MO0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0541
 MO0541.The geoid height was determined by GEOID03.
 MO0541
 MO0541.The dynamic height is computed by dividing the NAVD 88
 MO0541.geopotential number by the normal gravity value computed on the
 MO0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0541.degrees latitude (g = 980.6199 gals.).
 MO0541
 MO0541.The modeled gravity was interpolated from observed gravity values.
 MO0541
 MO0541;                    North         East     Units Scale Factor Converg.
 MO0541;SPC WY E     -    64,938.958   201,783.752   MT  0.99993754   +0 00 50.2
 MO0541;UTM  13      - 4,548,181.743   487,784.208   MT  0.99960184   -0 05 44.1
 MO0541
 MO0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0541!SPC WY E     -   0.99965382  x   0.99993754  =   0.99959138
 MO0541!UTM  13      -   0.99965382  x   0.99960184  =   0.99925580
 MO0541
 MO0541|---------------------------------------------------------------------|
 MO0541| PID    Reference Object                     Distance      Geod. Az  |
 MO0541|                                                           dddmmss.s |
 MO0541| MO0542 GRANITE RM 1                         62.649 METERS 06025     |
 MO0541| MO1213 RADIO STATION KFBC MAST             APPROX.11.8 KM 0813903.6 |
 MO0541| MO1105 CHEYENNE SPEER MICROWAVE TOWER      APPROX.21.7 KM 1004221.3 |
 MO0541| CQ3839 GRANITE RM 2                          7.505 METERS 11504     |
 MO0541| MO1224 TWIN                                APPROX.11.1 KM 2483033.5 |
 MO0541|---------------------------------------------------------------------|
 MO0541
 MO0541                          SUPERSEDED SURVEY CONTROL
 MO0541
 MO0541  NAD 83(1993)-  41 05 05.29313(N)    105 08 43.57127(W) AD(       ) 2
 MO0541  NAD 83(1986)-  41 05 05.29261(N)    105 08 43.57127(W) AD(       ) 2
 MO0541  NGVD 29 (??/??/92) 2220.696  (m)         7285.73   (f) ADJ UNCH    2 0
 MO0541
 MO0541.Superseded values are not recommended for survey control.
 MO0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0541.See file dsdata.txt to determine how the superseded data were derived.
 MO0541
 MO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF8778448182(NAD 83)
 MO0541_MARKER: DD = SURVEY DISK
 MO0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0541_STAMPING: GRANITE
 MO0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0541+STABILITY: SURFACE MOTION
 MO0541
 MO0541  HISTORY     - Date     Condition        Report By
 MO0541  HISTORY     - UNK      MONUMENTED       USE
 MO0541  HISTORY     - 1959     GOOD             NGS
 MO0541
 MO0541                          STATION DESCRIPTION
 MO0541
 MO0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0541'AT FE WARREN AFB.
 MO0541'THE STATION IS LOCATED AT FE WARREN AIR FORCE BASE, SITE D.  IT
 MO0541'IS A CORPS OF ENGINEERS - U.S. ARMY BRONZE DISK STAMPED GRANITE
 MO0541'SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 8 INCHES IN
 MO0541'DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS 91 FT SE OF THE
 MO0541'NE CORNER OF THE GUIDANCE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0258 ***********************************************************************
 NS0258  DESIGNATION -  GRANITE
 NS0258  PID         -  NS0258
 NS0258  STATE/COUNTY-  WY/FREMONT
 NS0258  USGS QUAD   -  CHRISTINA LAKE (1991)
 NS0258
 NS0258                         *CURRENT SURVEY CONTROL
 NS0258  ___________________________________________________________________
 NS0258* NAD 83(1993)-  42 32 59.08554(N)    108 52 50.14683(W)     ADJUSTED  
 NS0258* NAVD 88     -      3172.5    (meters)   10408.     (feet)  VERTCON   
 NS0258  ___________________________________________________________________
 NS0258  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 NS0258  GEOID HEIGHT-         -10.62  (meters)                     GEOID03
 NS0258
 NS0258  HORZ ORDER  -  FIRST
 NS0258
 NS0258.The horizontal coordinates were established by classical geodetic methods
 NS0258.and adjusted by the National Geodetic Survey in January 1997..
 NS0258
 NS0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0258
 NS0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0258
 NS0258.The geoid height was determined by GEOID03.
 NS0258
 NS0258;                    North         East     Units Scale Factor Converg.
 NS0258;SPC WYWC     -   227,647.194   589,274.293   MT  0.99993891   -0 05 17.9
 NS0258;UTM  12      - 4,712,993.685   674,008.556   MT  0.99997254   +1 26 00.8
 NS0258
 NS0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0258!SPC WYWC     -   0.99950436  x   0.99993891  =   0.99944330
 NS0258!UTM  12      -   0.99950436  x   0.99997254  =   0.99947691
 NS0258
 NS0258|---------------------------------------------------------------------|
 NS0258| PID    Reference Object                     Distance      Geod. Az  |
 NS0258|                                                           dddmmss.s |
 NS0258| CP5431 GRANITE RM 1                                       08917     |
 NS0258| NS0226 GLO 23 RM 2                         APPROX. 9.5 KM 1572027.7 |
 NS0258| CP5432 GRANITE RM 2                         29.140 METERS 19817     |
 NS0258|---------------------------------------------------------------------|
 NS0258
 NS0258                          SUPERSEDED SURVEY CONTROL
 NS0258
 NS0258  NAD 83(1986)-  42 32 59.06838(N)    108 52 50.14700(W) AD(       ) 1
 NS0258  NAD 27      -  42 32 59.23500(N)    108 52 47.73900(W) AD(       ) 1
 NS0258  NGVD 29 (07/19/86) 3171.2    (m)        10404.     (f) VERT ANG       
 NS0258
 NS0258.Superseded values are not recommended for survey control.
 NS0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0258.See file dsdata.txt to determine how the superseded data were derived.
 NS0258
 NS0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7400912994(NAD 83)
 NS0258_MARKER: DS = TRIANGULATION STATION DISK
 NS0258_SETTING: 80 = SET IN A BOULDER
 NS0258_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 NS0258
 NS0258  HISTORY     - Date     Condition        Report By
 NS0258  HISTORY     - 1933     MONUMENTED       CGS
 NS0258  HISTORY     - 1933     GOOD             USGS
 NS0258  HISTORY     - 1951     GOOD             USGS
 NS0258
 NS0258                          STATION DESCRIPTION
 NS0258
 NS0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NS0258'ABOUT 7 MILES NORTHWEST OF SOUTH PASS CITY AND 4 MILES NORTH
 NS0258'OF SOUTH BOUNDARY LINE OF THE WASHAKIE NATIONAL FOREST, IN
 NS0258'T. 30 N., R. 101 W., ON HIGH ROUNDED JAGGED MOUNTAIN KNOWN AS
 NS0258'GRANITE PEAK, ON HIGHEST POINT OF THIRD PROMINENT PEAK BACK
 NS0258'FROM SOUTH END OF RANGE.  TO REACH FROM SOUTH PASS CITY, GO
 NS0258'NORTH ON LANDER ROAD 1.5 MILES TO AN OLD MINE DUMP ON RIGHT,
 NS0258'TURN LEFT OFF LANDER ROAD, AND CONTINUE 1.3 MILES TO THREE
 NS0258'FORKS, TAKE EXTREME RIGHT-HAND FORK AND CONTINUE 1.7 MILES ON
 NS0258'MAIN-TRAVELED ROAD TO CREEK CROSSING AT SIGN GRANIER MEADOWS
 NS0258'4 MI., FROM HERE FOLLOW MAIN TRAIL TO FOREST SERVICE FIRE
 NS0258'TOOLHOUSE THAT SITS OFF THE ROAD TO LEFT, TURN LEFT AND
 NS0258'WORK WAY OVER TRAIL WHICH IS VERY ROUGH AND ROCKY TO AN OLD
 NS0258'SAWMILL SITE AND END OF TRUCK TRAVEL.  FROM HERE FOLLOW
 NS0258'WELL-BLAZED TRAIL ALONG SOUTH SIDE OF MOUNTAIN TO OLD
 NS0258'FOREST SERVICE TELEPHONE BOOTH, CONTINUE ON TRAIL ABOUT
 NS0258'1/4 MILE, THEN TURN TO RIGHT AND UP MOUNTAIN TO HIGHEST
 NS0258'POINT AND STATION SITE, WHICH IS AT POINT OF OLD FOREST
 NS0258'SERVICE LOOKOUT STATION.  MARK IS STANDARD STATION DISK IN
 NS0258'BOULDER.  REFERENCE MARKS ARE STANDARD REFERENCE
 NS0258'DISKS IN BOULDERS.  NO. 1 IS IN SADDLE BETWEEN
 NS0258'GRANITE PEAK AND PEAK TO EAST, 250 FEET FROM STATION
 NS0258'N 89 DEG 17 MIN E.  NO. 2 IS 95.6 FEET FROM STATION
 NS0258'S 18 DEG 17 MIN W.
 NS0258
 NS0258                          STATION RECOVERY (1933)
 NS0258
 NS0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 NS0258'FOUND AS DESCRIBED.
 NS0258
 NS0258                          STATION RECOVERY (1951)
 NS0258
 NS0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0258'STATION FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0542 ***********************************************************************
 MO0542  DESIGNATION -  GRANITE RM 1
 MO0542  PID         -  MO0542
 MO0542  STATE/COUNTY-  WY/LARAMIE
 MO0542  USGS QUAD   -  GRANITE (1978)
 MO0542
 MO0542                         *CURRENT SURVEY CONTROL
 MO0542  ___________________________________________________________________
 MO0542* NAD 83(1986)-  41 05 05.     (N)    105 08 42.     (W)     SCALED    
 MO0542* NAVD 88     -      2220.066  (meters)    7283.67   (feet)  ADJUSTED  
 MO0542  ___________________________________________________________________
 MO0542  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 MO0542  DYNAMIC HT  -        2218.060 (meters)    7277.09  (feet)  COMP
 MO0542  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 MO0542
 MO0542  VERT ORDER  -  SECOND    CLASS 0
 MO0542
 MO0542.The horizontal coordinates were scaled from a topographic map and have
 MO0542.an estimated accuracy of +/- 6 seconds.
 MO0542
 MO0542.The orthometric height was determined by differential leveling
 MO0542.and adjusted by the National Geodetic Survey in June 1991..
 MO0542
 MO0542.The geoid height was determined by GEOID03.
 MO0542
 MO0542.The dynamic height is computed by dividing the NAVD 88
 MO0542.geopotential number by the normal gravity value computed on the
 MO0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0542.degrees latitude (g = 980.6199 gals.).
 MO0542
 MO0542.The modeled gravity was interpolated from observed gravity values.
 MO0542
 MO0542;                    North         East    Units  Estimated Accuracy
 MO0542;SPC WY E     -    64,930.      201,820.      MT  (+/- 180 meters Scaled)
 MO0542
 MO0542                          SUPERSEDED SURVEY CONTROL
 MO0542
 MO0542  NGVD 29 (??/??/92) 2218.97   (m)         7280.1    (f) COMPUTED    2 0
 MO0542
 MO0542.Superseded values are not recommended for survey control.
 MO0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0542.See file dsdata.txt to determine how the superseded data were derived.
 MO0542
 MO0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF878481(NAD 83)
 MO0542_MARKER: DR = REFERENCE MARK DISK
 MO0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0542_STAMPING: GRANITE NO 1 1959 USE
 MO0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0542+STABILITY: SURFACE MOTION
 MO0542
 MO0542  HISTORY     - Date     Condition        Report By
 MO0542  HISTORY     - 1959     MONUMENTED       USE
 MO0542
 MO0542                          STATION DESCRIPTION
 MO0542
 MO0542'DESCRIBED BY US ENGINEERS 1959
 MO0542'AT FE WARREN AFB.
 MO0542'AT F.E. WARREN AIR FORCE BASE, SITE D.  SET IN THE TOP OF A
 MO0542'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 MO0542'THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE STATION.  IT IS
 MO0542'4 FEET WEST OF A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0664 ***********************************************************************
 NQ0664  DESIGNATION -  GRANT
 NQ0664  PID         -  NQ0664
 NQ0664  STATE/COUNTY-  WY/CONVERSE
 NQ0664  USGS QUAD   -  ROOT CREEK (1964)
 NQ0664
 NQ0664                         *CURRENT SURVEY CONTROL
 NQ0664  ___________________________________________________________________
 NQ0664* NAD 83(1993)-  42 40 52.96655(N)    105 51 56.81567(W)     ADJUSTED  
 NQ0664* NAVD 88     -      2153.     (meters)    7064.     (feet)  VERTCON   
 NQ0664  ___________________________________________________________________
 NQ0664  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 NQ0664  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NQ0664
 NQ0664  HORZ ORDER  -  THIRD
 NQ0664
 NQ0664.The horizontal coordinates were established by classical geodetic methods
 NQ0664.and adjusted by the National Geodetic Survey in January 1997..
 NQ0664
 NQ0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0664
 NQ0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0664
 NQ0664.The geoid height was determined by GEOID03.
 NQ0664
 NQ0664;                    North         East     Units Scale Factor Converg.
 NQ0664;SPC WY E     -   242,497.549   142,703.243   MT  0.99997788   -0 28 26.2
 NQ0664;UTM  13      - 4,725,796.856   429,067.770   MT  0.99966190   -0 35 13.0
 NQ0664
 NQ0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0664!SPC WY E     -   0.99966441  x   0.99997788  =   0.99964230
 NQ0664!UTM  13      -   0.99966441  x   0.99966190  =   0.99932643
 NQ0664
 NQ0664                          SUPERSEDED SURVEY CONTROL
 NQ0664
 NQ0664  NAD 83(1986)-  42 40 52.94987(N)    105 51 56.80080(W) AD(       ) 3
 NQ0664  NAD 27      -  42 40 53.07157(N)    105 51 54.78408(W) AD(       ) 3
 NQ0664  NGVD 29 (07/19/86) 2152.     (m)         7060.     (f) VERT ANG       
 NQ0664
 NQ0664.Superseded values are not recommended for survey control.
 NQ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0664.See file dsdata.txt to determine how the superseded data were derived.
 NQ0664
 NQ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2906825797(NAD 83)
 NQ0664_MARKER: DD = SURVEY DISK
 NQ0664_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0664_SP_SET: SET IN ROCK OUTCROP
 NQ0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0664+STABILITY: POSITION/ELEVATION WELL
 NQ0664
 NQ0664  HISTORY     - Date     Condition        Report By
 NQ0664  HISTORY     - 1947     MONUMENTED       USGS
 NQ0664
 NQ0664                          STATION DESCRIPTION
 NQ0664
 NQ0664'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0664'STATION LOCATED ABOUT 15 MI. S. OF GLENROCK, WYOMING, ON ONE OF
 NQ0664'SEVERAL RIDGES ON HIGH LAND N. OF MOUNTAIN COUNTRY.
 NQ0664'
 NQ0664'TO REACH STATION, PROCEED SW. FROM GLENROCK ON U.S. HIGHWAYS 20 AND 87
 NQ0664'4.0 MI. TO STATE SECONDARY RD. ON THE RIGHT (S.).  PROCEED S. ON THIS
 NQ0664'RD. 17.6 MI. TO RD. BRANCHING OFF TO RIGHT (W.) AT SMALL SIGN --WILLOW
 NQ0664'CREEK-- AND USGS BM --CB 37-1947--.  TURN RIGHT AND GO 0.9 MI. ON RD.
 NQ0664'IN TWO FENCE LANE TO GATE ON RIGHT.  PASS THRU GATE AND GO W. (LEFT)
 NQ0664'0.1 MI. TO FENCE CORNER.  TURN RIGHT AND FOLLOW N. ALONG FENCE 1.1 MI.
 NQ0664'TO GATE IN FENCE ON LEFT.  PASS THRU GATE AND PROCEED 0.4 MI. IN NW.
 NQ0664'DIRECTION ACROSS NATIVE PASTURE LAND OVER ONE RIDGE AND UP TO HIGH
 NQ0664'POINT ON SECOND RIDGE IDENTIFIED BY HALF DEAD AND HALF ALIVE CEDAR
 NQ0664'TREE APPROXIMATELY 75 YDS. S. OF HIGH POINT AND STATION.
 NQ0664'
 NQ0664'STATION MARK--STANDARD TABLET STAMPED ---GRANT 1947--- SET IN SALMON
 NQ0664'COLORED ROCK APPROXIMATELY 15 FT. SE. OF ANTELOPE BRUSH AND ABOUT 20
 NQ0664'YDS. E. OF A LOW SCRUB PINE TREE ON W. SIDE OF RIDGE.
 NQ0664'
 NQ0664'REFERENCE MARK NO. 1--A 6 IN. CHISELED ARROW LOCATED 11.45 FT. S.
 NQ0664'OF STATION MARK ON SALMON COLORED ROCK.
 NQ0664'
 NQ0664'REFERENCE MARK NO. 2--A 6 IN. CHISELED ARROW LOCATED 7.20 FT. E.
 NQ0664'OF STATION MARK ON BROWN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0372 ***********************************************************************
 PX0372  DESIGNATION -  GRASS
 PX0372  PID         -  PX0372
 PX0372  STATE/COUNTY-  WY/HOT SPRINGS
 PX0372  USGS QUAD   -  HILLBERRY RIM (1951)
 PX0372
 PX0372                         *CURRENT SURVEY CONTROL
 PX0372  ___________________________________________________________________
 PX0372* NAD 83(1993)-  44 01 03.50211(N)    108 40 21.26216(W)     ADJUSTED  
 PX0372* NAVD 88     -      1812.8    (meters)    5947.     (feet)  VERTCON   
 PX0372  ___________________________________________________________________
 PX0372  LAPLACE CORR-         -13.38  (seconds)                    DEFLEC99
 PX0372  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 PX0372
 PX0372  HORZ ORDER  -  THIRD
 PX0372
 PX0372.The horizontal coordinates were established by classical geodetic methods
 PX0372.and adjusted by the National Geodetic Survey in January 1997..
 PX0372
 PX0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0372
 PX0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0372
 PX0372.The geoid height was determined by GEOID03.
 PX0372
 PX0372;                    North         East     Units Scale Factor Converg.
 PX0372;SPC WYWC     -   390,712.077   606,207.911   MT  0.99993797   +0 03 13.7
 PX0372;UTM  12      - 4,876,465.569   686,545.950   MT  1.00002802   +1 37 03.9
 PX0372
 PX0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0372!SPC WYWC     -   0.99971773  x   0.99993797  =   0.99965571
 PX0372!UTM  12      -   0.99971773  x   1.00002802  =   0.99974574
 PX0372
 PX0372:                Primary Azimuth Mark                     Grid Az
 PX0372:SPC WYWC     -  RENNER                                   262 59 32.6
 PX0372:UTM  12      -  RENNER                                   261 25 42.4
 PX0372
 PX0372|---------------------------------------------------------------------|
 PX0372| PID    Reference Object                     Distance      Geod. Az  |
 PX0372|                                                           dddmmss.s |
 PX0372| PX0377 RENNER                              APPROX.12.4 KM 2630246.3 |
 PX0372|---------------------------------------------------------------------|
 PX0372
 PX0372                          SUPERSEDED SURVEY CONTROL
 PX0372
 PX0372  NAD 83(1986)-  44 01 03.49260(N)    108 40 21.25508(W) AD(       ) 3
 PX0372  NAD 27      -  44 01 03.66369(N)    108 40 18.82369(W) AD(       ) 3
 PX0372  NGVD 29 (07/19/86) 1811.8    (m)         5944.     (f) VERT ANG       
 PX0372
 PX0372.Superseded values are not recommended for survey control.
 PX0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0372.See file dsdata.txt to determine how the superseded data were derived.
 PX0372
 PX0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP8654676466(NAD 83)
 PX0372_MARKER: DD = SURVEY DISK
 PX0372_SETTING: 66 = SET IN ROCK OUTCROP
 PX0372_SP_SET: SET IN ROCK OUTCROP
 PX0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0372+STABILITY: POSITION/ELEVATION WELL
 PX0372
 PX0372  HISTORY     - Date     Condition        Report By
 PX0372  HISTORY     - 1948     MONUMENTED       USGS
 PX0372
 PX0372                          STATION DESCRIPTION
 PX0372
 PX0372'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0372'STATION IS LOCATED ON A VERY SHARP ROCKY POINT 15.25 MI. SE. OF
 PX0372'MEETEETSE, WYOMING, ABOUT 1000 FT. NE. OF THE HIGHWAY AND ABOUT 3500
 PX0372'FT. N. OF GOOSEBERRY CREEK, IN SEC, 30 T.47 N., R.98 W.
 PX0372'
 PX0372'TO REACH FROM U.S. POST OFFICE IN MEETEETSE, GO SE. ON WYOMING STATE
 PX0372'HIGHWAY 120 FOR 15.25 MI. AND THEN GO LEFT NE. TO TOP OF VERY SHARP
 PX0372'POINT.  STATION CAN BE REACHED FROM E. SIDE BY JEEP.
 PX0372'
 PX0372'STATION MARK - STANDARD TABLET SET IN ROCK, STAMPED ---GRASS 1948---.
 PX0372'
 PX0372'REFERENCE MARK NO.1 - STANDARD TABLET SET IN ROCK STAMPED ---GRASS
 PX0372'NO.1 1948---, 35.0 FT., S 22 DEG 53 MIN E, FROM
 PX0372'STATION.
 PX0372'
 PX0372'REFERENCE MARK NO.2 - STANDARD TABLET SET IN ROCK, STAMPED --- GRASS
 PX0372'NO.2 1948---, 21.6 FT., N 48 DEG 07 MIN W, FROM
 PX0372'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0422 ***********************************************************************
 OU0422  DESIGNATION -  GRASS
 OU0422  PID         -  OU0422
 OU0422  STATE/COUNTY-  WY/CONVERSE
 OU0422  USGS QUAD   -  HOLDUP HOLLOW (1984)
 OU0422
 OU0422                         *CURRENT SURVEY CONTROL
 OU0422  ___________________________________________________________________
 OU0422* NAD 83(1993)-  43 02 59.32642(N)    105 39 33.61650(W)     ADJUSTED  
 OU0422* NAVD 88     -      1734.7    (meters)    5691.     (feet)  VERTCON   
 OU0422  ___________________________________________________________________
 OU0422  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 OU0422  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0422
 OU0422  HORZ ORDER  -  THIRD
 OU0422
 OU0422.The horizontal coordinates were established by classical geodetic methods
 OU0422.and adjusted by the National Geodetic Survey in January 1997..
 OU0422
 OU0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0422
 OU0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0422
 OU0422.The geoid height was determined by GEOID03.
 OU0422
 OU0422;                    North         East     Units Scale Factor Converg.
 OU0422;SPC WY E     -   283,305.109   159,862.051   MT  0.99995731   -0 20 10.7
 OU0422;UTM  13      - 4,766,557.375   446,301.804   MT  0.99963547   -0 27 00.3
 OU0422
 OU0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0422!SPC WY E     -   0.99973032  x   0.99995731  =   0.99968764
 OU0422!UTM  13      -   0.99973032  x   0.99963547  =   0.99936589
 OU0422
 OU0422:                Primary Azimuth Mark                     Grid Az
 OU0422:SPC WY E     -  SAGE                                     111 15 28.0
 OU0422:UTM  13      -  SAGE                                     111 22 17.6
 OU0422
 OU0422|---------------------------------------------------------------------|
 OU0422| PID    Reference Object                     Distance      Geod. Az  |
 OU0422|                                                           dddmmss.s |
 OU0422| OU0421 SAGE                                APPROX. 9.5 KM 1105517.3 |
 OU0422|---------------------------------------------------------------------|
 OU0422
 OU0422                          SUPERSEDED SURVEY CONTROL
 OU0422
 OU0422  NAD 83(1986)-  43 02 59.30669(N)    105 39 33.59874(W) AD(       ) 3
 OU0422  NAD 27      -  43 02 59.42546(N)    105 39 31.61422(W) AD(       ) 3
 OU0422  NGVD 29 (07/19/86) 1733.8    (m)         5688.     (f) VERT ANG       
 OU0422
 OU0422.Superseded values are not recommended for survey control.
 OU0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0422.See file dsdata.txt to determine how the superseded data were derived.
 OU0422
 OU0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4630266557(NAD 83)
 OU0422
 OU0422  HISTORY     - Date     Condition        Report By
 OU0422  HISTORY     - UNK      MONUMENTED
 OU0422  HISTORY     - 1955     GOOD             USGS
 OU0422
 OU0422                          STATION DESCRIPTION
 OU0422
 OU0422'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0422'STATION IS LOCATED ABOUT 17 MI. (AIRLINE) NW. OF ORPHA NEAR THE NE.
 OU0422'CORNER SEC. 31, T 36 N, R 73 W.
 OU0422'
 OU0422'STATION RECOVERED AS DESCRIBED.  FOLLOWING
 OU0422'DESCRIPTION ALTERED TO FIT RD. CHANGES
 OU0422'
 OU0422'TO REACH THE STATION FROM DOUGLAS GO W. FROM CHICAGO, BURLINGTON AND
 OU0422'QUINCY RAILROAD CROSSING 2.8 MI. ALONG U.S. HIGHWAY 87 TO JUNCTION OF
 OU0422'ORPHA SECONDARY (PART OF ROSS ROAD), FOLLOW SECONDARY 7.4 MI. TO
 OU0422'BRIDGE OVER THE NORTH PLATTE RIVER AND UNDERPASS (END OF PAVEMENT),
 OU0422'CONTINUE ALONG ROSS ROAD 16.9 MI. TO RD. FORK N. (ROSS ROAD IS NW.),
 OU0422'TURN RIGHT (N.) 1.5 MI. TO A CATTLEGUARD, CONTINUE 0.6 MI. TO
 OU0422'ANOTHER CATTLEGUARD, PROCEED ANOTHER 0.1 MI. TO RD. AT SUMMIT AND THE
 OU0422'STATION ABOUT 170 FT. TO THE W. ON THE HIGHEST PART OF THE HILL.
 OU0422'
 OU0422'STATION MARK--A STANDARD USGS TABLET SET IN TOP OF A CONCRETE POST
 OU0422'PROJECTING ABOUT 0.3 FT. ABOVE GROUND AND STAMPED ---GRASS 1947---.
 OU0422'
 OU0422'REFERENCE MARKS--STANDARD REFERENCE TABLETS SET IN CONCRETE MONUMENTS
 OU0422'3 IN. ABOVE GROUND.  NO. 1, STAMPED ---GRASS NO. 1 1947--- AND 42.13
 OU0422'FT. W. OF THE STATION MARK, N 67 DEG 10 MIN E.
 OU0422'NO. 2, STAMPED ---GRASS NO. 2 1947--- AND 42.25 FT. N. OF THE STATION
 OU0422'MARK, S 18 DEG 45 MIN W.  DISTANCE BETWEEN
 OU0422'REFERENCE MARKS 62.38 FT.
 OU0422'
 OU0422'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1273 ***********************************************************************
 PY1273  CBN         -  This is a Cooperative Base Network Control Station.
 PY1273  DESIGNATION -  GRASSY LAKE DAM
 PY1273  PID         -  PY1273
 PY1273  STATE/COUNTY-  WY/TETON
 PY1273  USGS QUAD   -  GRASSY LAKE RESERVOIR (1989)
 PY1273
 PY1273                         *CURRENT SURVEY CONTROL
 PY1273  ___________________________________________________________________
 PY1273* NAD 83(1993)-  44 07 53.41616(N)    110 49 13.23388(W)     ADJUSTED  
 PY1273* NAVD 88     -      2167.4    (meters)    7111.     (feet)  GPS OBS   
 PY1273  ___________________________________________________________________
 PY1273  X           -  -1,630,349.429 (meters)                     COMP
 PY1273  Y           -  -4,287,339.063 (meters)                     COMP
 PY1273  Z           -   4,420,093.980 (meters)                     COMP
 PY1273  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 PY1273  ELLIP HEIGHT-        2158.65  (meters)          (09/07/01) GPS OBS
 PY1273  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 PY1273
 PY1273  HORZ ORDER  -  B
 PY1273  ELLP ORDER  -  FOURTH    CLASS I
 PY1273
 PY1273.The horizontal coordinates were established by GPS observations
 PY1273.and adjusted by the National Geodetic Survey in May 1992..
 PY1273
 PY1273.The orthometric height was determined by GPS observations and a
 PY1273.high-resolution geoid model.
 PY1273
 PY1273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1273
 PY1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1273
 PY1273.The ellipsoidal height was determined by GPS observations
 PY1273.and is referenced to NAD 83.
 PY1273
 PY1273.The geoid height was determined by GEOID03.
 PY1273
 PY1273;                    North         East     Units Scale Factor Converg.
 PY1273;SPC WY W     -   503,624.470   741,021.636   MT  0.99998027   -0 30 47.5
 PY1273;UTM  12      - 4,886,494.613   514,372.009   MT  0.99960254   +0 07 30.3
 PY1273
 PY1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1273!SPC WY W     -   0.99966163  x   0.99998027  =   0.99964191
 PY1273!UTM  12      -   0.99966163  x   0.99960254  =   0.99926431
 PY1273
 PY1273|---------------------------------------------------------------------|
 PY1273| PID    Reference Object                     Distance      Geod. Az  |
 PY1273|                                                           dddmmss.s |
 PY1273| PY1285 GRSL AZ MK                          265.371 METERS 08546     |
 PY1273|---------------------------------------------------------------------|
 PY1273
 PY1273                          SUPERSEDED SURVEY CONTROL
 PY1273
 PY1273  ELLIP H (05/15/92) 2158.74   (m)                       GP(       ) 4 2
 PY1273  NAD 83(1993)-  44 07 53.40676(N)    110 49 13.21780(W) AD(       ) 1
 PY1273  NAD 27      -  44 07 53.64989(N)    110 49 10.44869(W) AD(       ) 1
 PY1273  NGVD 29 (04/22/91) 2166.1    (m)         7107.     (f) GPS OBS        
 PY1273
 PY1273.Superseded values are not recommended for survey control.
 PY1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1273.See file dsdata.txt to determine how the superseded data were derived.
 PY1273
 PY1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1437286495(NAD 83)
 PY1273_MARKER: DH = HORIZONTAL CONTROL DISK
 PY1273_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PY1273_SP_SET: DRILL HOLE IN CONCRETE SPILLWA
 PY1273_STAMPING: GRASSY LAKE DAM 1987
 PY1273_MARK LOGO: NGS   
 PY1273_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1273+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 PY1273
 PY1273  HISTORY     - Date     Condition        Report By
 PY1273  HISTORY     - 1987     MONUMENTED       NGS
 PY1273  HISTORY     - 1987     GOOD             NGS
 PY1273  HISTORY     - 19910924 GOOD             NGS
 PY1273
 PY1273                          STATION DESCRIPTION
 PY1273
 PY1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1273'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI)
 PY1273'WEST OF THE SOUTH ENTRANCE TO YELLOWSTONE NATIONAL PARK,
 PY1273'0.2 KM (0.15 MI) SOUTH OF THE SOUTH BORDER OF THE PARK, AT GRASSY
 PY1273'LAKE RESERVOIR, AT THE BASE OF THE DAM, IN THE HEADWALL OF THE
 PY1273'OVERFLOW SPILLWAY, IN THE TARGHEE NATIONAL FOREST, ALONG THE NORTH
 PY1273'EDGE OF SECTION 18, T 48 N, R 116 W.
 PY1273'OWNERSHIP--U.S. FOREST SERVICE.
 PY1273'
 PY1273'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO YELLOWSTONE
 PY1273'NATIONAL PARK, GO SOUTH FOR 3.2 KM (2.0 MI) ON U.S. HIGHWAYS 187
 PY1273'AND 191 TO A PAVED ROAD RIGHT INTO THE FLAGG RANCH CAMPGROUND.
 PY1273'TURN RIGHT AND GO WEST FOR 0.7 KM (0.45 MI) TO A T-JUNCTION. TURN
 PY1273'RIGHT AND GO
 PY1273'NORTHWEST FOR 1.0 KM (0.6 MI) ON THE PAVED ROAD TO A FORK.  FOLLOW
 PY1273'THE LEFT FORK AND GO WESTERLY FOR 15.9 KM (9.9 MI) ON GRASSY LAKE
 PY1273'ROAD (PAVED, THEN DIRT) TO THE NORTHEAST END OF DAM AND ROAD RIGHT.
 PY1273'TURN RIGHT AND GO 0.2 KM (0.15 MI) DOWN A STEEP GRADE TO A BRIDGE
 PY1273'OVER A CREEK.  CROSS BRIDGE AND OPEN AREA FOR 0.1 KM (0.05 MI) TO
 PY1273'THE SPILLWAY AND THE STATION ON THE RIGHT.
 PY1273'
 PY1273'THE STATION IS A STANDARD NGS DISK
 PY1273'STAMPED---GRASSY LAKE DAM 1987---,
 PY1273'SET INTO A DRILL HOLE IN THE EAST END OF THE SPILLWAY HEADWALL.
 PY1273'LOCATED
 PY1273'0.2 METERS (0.7 FT) WEST-SOUTHWEST FROM THE EAST END OF THE
 PY1273'HEADWALL, ABOUT 15 METERS LOWER THAN THE TOP OF THE DAM AND
 PY1273'ABOUT 100 METERS (328 FT) WEST-SOUTHWEST FROM A SMALL BUILDING AT
 PY1273'BASE OF DAM.
 PY1273'
 PY1273'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY1273'
 PY1273'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1273'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1273'
 PY1273'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1273'
 PY1273'DESCRIBED BY G.R. HEID.
 PY1273
 PY1273                          STATION RECOVERY (1987)
 PY1273
 PY1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY1273'RECOVERED IN GOOD CONDITION.
 PY1273
 PY1273                          STATION RECOVERY (1991)
 PY1273
 PY1273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PY1273'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) WEST OF THE SOUTH
 PY1273'ENTRANCE TO YELLOWSTONE NATIONAL PARK, AT THE GRASSY LAKE DAM, IN THE
 PY1273'TARGHEE NATIONAL FOREST AND ON THE NORTH EDGE OF SECTION 18, T48N,
 PY1273'R116W.  OWNERSHIP--U.S. FOREST SERVICE.
 PY1273'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO YELLOWSTONE NATIONAL
 PY1273'PARK, GO SOUTH ON U.S. HIGHWAYS 187 AND 191 FOR 3.2 KM (2.0 MI) TO A
 PY1273'PAVED ROAD RIGHT, ENTRANCE TO THE FLAGG RANCH CAMPGROUND.  TURN RIGHT
 PY1273'AND GO WEST FOR 0.7 KM (0.4 MI) TO A T-JUNCTION.  TURN RIGHT AND GO
 PY1273'NORTHWEST ON THE PAVED ROAD FOR 1.0 KM (0.6 MI) TO A FORK.  TAKE THE
 PY1273'LEFT FORK AND GO WESTERLY ON GRASSY LAKE ROAD (PAVED, THEN DIRT) FOR
 PY1273'15.9 KM (9.9 MI) TO THE NORTHEAST END OF THE DAM AND A ROAD RIGHT.
 PY1273'TURN RIGHT AND GO DOWN A STEEP GRADE FOR 0.2 KM (0.1 MI) TO A BRIDGE
 PY1273'OVER A CREEK.  CROSS BRIDGE AND AN OPEN AREA FOR 0.1 KM (0.1 MI) TO
 PY1273'THE SPILLWAY AND THE STATION ON THE RIGHT.
 PY1273'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN THE EAST END OF
 PY1273'THE SPILLWAY HEADWALL.  LOCATED 100 M (328.1 FT) WEST-SOUTHWEST FROM
 PY1273'A SMALL BUILDING AT THE BASE OF THE DAM, 15 M (49.2 FT) LOWER THAN
 PY1273'THE TOP OF THE DAM AND 0.2 M (0.7 FT) WEST-SOUTHWEST FROM THE EAST
 PY1273'END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0487 ***********************************************************************
 NQ0487  DESIGNATION -  GRAVE
 NQ0487  PID         -  NQ0487
 NQ0487  STATE/COUNTY-  WY/GOSHEN
 NQ0487  USGS QUAD   -  DOTY HILL (1990)
 NQ0487
 NQ0487                         *CURRENT SURVEY CONTROL
 NQ0487  ___________________________________________________________________
 NQ0487* NAD 83(1993)-  42 06 11.59028(N)    104 35 26.70071(W)     ADJUSTED  
 NQ0487* NAVD 88     -      1514.     (meters)    4967.     (feet)  SCALED    
 NQ0487  ___________________________________________________________________
 NQ0487  LAPLACE CORR-         -10.29  (seconds)                    DEFLEC99
 NQ0487  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 NQ0487
 NQ0487  HORZ ORDER  -  SECOND
 NQ0487
 NQ0487.The horizontal coordinates were established by classical geodetic methods
 NQ0487.and adjusted by the National Geodetic Survey in January 1997..
 NQ0487
 NQ0487.The orthometric height was scaled from a topographic map.
 NQ0487
 NQ0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0487
 NQ0487.The geoid height was determined by GEOID03.
 NQ0487
 NQ0487;                    North         East     Units Scale Factor Converg.
 NQ0487;SPC WY E     -   178,202.551   247,635.034   MT  0.99996541   +0 23 10.1
 NQ0487;UTM  13      - 4,661,317.700   533,838.296   MT  0.99961409   +0 16 27.8
 NQ0487
 NQ0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0487!SPC WY E     -   0.99976511  x   0.99996541  =   0.99973053
 NQ0487!UTM  13      -   0.99976511  x   0.99961409  =   0.99937929
 NQ0487
 NQ0487|---------------------------------------------------------------------|
 NQ0487| PID    Reference Object                     Distance      Geod. Az  |
 NQ0487|                                                           dddmmss.s |
 NQ0487| CQ3842 GRAVE RM 2                           11.731 METERS 01331     |
 NQ0487| CQ3840 GRAVE AZ MK                                        0775858.6 |
 NQ0487| CQ3841 GRAVE RM 1                           14.911 METERS 30750     |
 NQ0487|---------------------------------------------------------------------|
 NQ0487
 NQ0487                          SUPERSEDED SURVEY CONTROL
 NQ0487
 NQ0487  NAD 83(1986)-  42 06 11.56995(N)    104 35 26.69845(W) AD(       ) 2
 NQ0487  NAD 27      -  42 06 11.68690(N)    104 35 24.84230(W) AD(       ) 2
 NQ0487
 NQ0487.Superseded values are not recommended for survey control.
 NQ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0487.See file dsdata.txt to determine how the superseded data were derived.
 NQ0487
 NQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG3383861318(NAD 83)
 NQ0487_MARKER: DD = SURVEY DISK
 NQ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0487
 NQ0487  HISTORY     - Date     Condition        Report By
 NQ0487  HISTORY     - 1963     MONUMENTED       USGS
 NQ0487
 NQ0487                          STATION DESCRIPTION
 NQ0487
 NQ0487'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (BMK)
 NQ0487'THE STATION IS LOCATED ABOUT 13 MILES WEST AND 2-1/2 MILES
 NQ0487'SOUTH OF LINGLE ON A HIGH TABLE TOP MESA IN THE SOUTHEAST 1/4
 NQ0487'OF SECTION 30, R64W AND T25N.  THE MESA HAS TWO SMALL SCRUB
 NQ0487'PINE TREES AT THE WEST END.
 NQ0487'
 NQ0487'TO REACH THE STATION FROM THE POST OFFICE IN LINGLE, GO SOUTH
 NQ0487'AND WEST CROSSING RAILROAD TRACKS AND FOLLOW PAVED ROAD FOR
 NQ0487'0.2 MILE TO A FORK.  KEEP THE RIGHT FORK AND GO WEST ON PAVED ROAD
 NQ0487'FOR 4.8 MILES TO A PAVED CROSSROAD.  TURN LEFT AND GO SOUTH
 NQ0487'AND WEST FOR 5.5 MILES TO THE END OF THE PAVEMENT, CONTINUE
 NQ0487'WEST ON GRAVELED ROAD FOR 3.25 MILES TO THE AZIMUTH MARK ON THE
 NQ0487'RIGHT ON A SMALL RISE IN A PASTURE.  CONTINUE WEST FOR 0.15
 NQ0487'MILE TO A FORK, KEEP THE LEFT FORK AND GO WEST FOR 0.1 MILE TO
 NQ0487'A FENCE CORNER ON THE LEFT.  CONTINUE WEST LEAVING THE
 NQ0487'ROAD AND GO ACROSS PASTURE AND UP DRAW FOR 0.25 MILE TO THE TOP
 NQ0487'OF MESA.  TURN RIGHT AND GO NORTH FOR 0.05 MILE TO THE STATION AT
 NQ0487'THE EAST EDGE OF THE MESA.
 NQ0487'
 NQ0487'THE STATION MARK IS A USGS STATION MARK DISK STAMPED GRAVE
 NQ0487'4965 1947, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 NQ0487'THAT PROJECTS 4 INCHES.  IT IS 5.9 FEET WEST OF THE WITNESS
 NQ0487'POST.
 NQ0487'
 NQ0487'REFERENCE MARK 1 IS A USGS REFERENCE MARK DISK STAMPED GRAVE
 NQ0487'NO 1 1947, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 NQ0487'THAT PROJECTS 6 INCHES.  IT IS 50.4 FEET NORTH OF THE WITNESS
 NQ0487'POST.
 NQ0487'
 NQ0487'REFERENCE MARK 2 IS A USGS REFERENCE MARK DISK STAMPED GRAVE
 NQ0487'NO 2 1947, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 NQ0487'THAT PROJECTS 8 INCHES.  IT IS 33.7 FEET NORTHEAST OF THE
 NQ0487'WITNESS POST.
 NQ0487'
 NQ0487'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GRAVE USGS 1963,
 NQ0487'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NQ0487'5 INCHES.  IT IS 265 FEET NORTH OF THE CENTER OF GRAVELED ROAD AND
 NQ0487'4.3 FEET NORTH OF THE WITNESS POST.
 NQ0487'
 NQ0487'THE DISTANCE BETWEEN R.M.S IS 48.21 FEET OR 14.694 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0746 ***********************************************************************
 MR0746  DESIGNATION -  GRAVEL
 MR0746  PID         -  MR0746
 MR0746  STATE/COUNTY-  WY/LINCOLN
 MR0746  USGS QUAD   -  SHUTE CREEK LAKE (1980)
 MR0746
 MR0746                         *CURRENT SURVEY CONTROL
 MR0746  ___________________________________________________________________
 MR0746* NAD 83(1993)-  41 58 28.59408(N)    110 11 45.87090(W)     ADJUSTED  
 MR0746* NAVD 88     -      2058.7    (meters)    6754.     (feet)  VERTCON   
 MR0746  ___________________________________________________________________
 MR0746  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 MR0746  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 MR0746
 MR0746  HORZ ORDER  -  SECOND
 MR0746
 MR0746.The horizontal coordinates were established by classical geodetic methods
 MR0746.and adjusted by the National Geodetic Survey in January 1997..
 MR0746
 MR0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0746
 MR0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0746
 MR0746.The geoid height was determined by GEOID03.
 MR0746
 MR0746;                    North         East     Units Scale Factor Converg.
 MR0746;SPC WY W     -   263,763.837   790,656.117   MT  0.99993857   -0 04 31.4
 MR0746;SPC WYWC     -   164,769.320   480,150.073   MT  1.00011419   -0 58 02.1
 MR0746;UTM  12      - 4,647,269.676   566,605.831   MT  0.99965459   +0 32 15.7
 MR0746
 MR0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0746!SPC WY W     -   0.99967944  x   0.99993857  =   0.99961803
 MR0746!SPC WYWC     -   0.99967944  x   1.00011419  =   0.99979360
 MR0746!UTM  12      -   0.99967944  x   0.99965459  =   0.99933414
 MR0746
 MR0746|---------------------------------------------------------------------|
 MR0746| PID    Reference Object                     Distance      Geod. Az  |
 MR0746|                                                           dddmmss.s |
 MR0746| CP5437 GRAVEL RM 1                           9.951 METERS 08652     |
 MR0746| CP5438 GRAVEL RM 2                           6.978 METERS 20348     |
 MR0746| CP5436 GRAVEL AZ MK                                       2451708.9 |
 MR0746|---------------------------------------------------------------------|
 MR0746
 MR0746                          SUPERSEDED SURVEY CONTROL
 MR0746
 MR0746  NAD 83(1986)-  41 58 28.58719(N)    110 11 45.86645(W) AD(       ) 2
 MR0746  NAD 27      -  41 58 28.77650(N)    110 11 43.28860(W) AD(       ) 2
 MR0746  NGVD 29 (07/19/86) 2057.3    (m)         6750.     (f) VERT ANG       
 MR0746
 MR0746.Superseded values are not recommended for survey control.
 MR0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0746.See file dsdata.txt to determine how the superseded data were derived.
 MR0746
 MR0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6660647270(NAD 83)
 MR0746_MARKER: DS = TRIANGULATION STATION DISK
 MR0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0746+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 MR0746
 MR0746  HISTORY     - Date     Condition        Report By
 MR0746  HISTORY     - 1962     MONUMENTED       CGS
 MR0746  HISTORY     - 20041004 GOOD             INDIV
 MR0746
 MR0746                          STATION DESCRIPTION
 MR0746
 MR0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0746'THE STATION IS ABOUT 17 MILES EAST AND 12 MILES NORTH OF KEMMERER,
 MR0746'ON THE HIGHEST POINT OF A PROMINENT RIDGE THAT EXTENDS NORTHEAST
 MR0746'AND SOUTHWEST AND ABOUT 1/4 MILE SOUTHEAST OF U.S. HIGHWAY 189.
 MR0746'
 MR0746'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 N AND
 MR0746'189 AT THE NORTH EDGE OF KEMMERER, GO NORTH AND NORTHEASTERLY ON
 MR0746'HIGHWAY 189 FOR 24.7 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN
 MR0746'FONTENELLE 9 MILES.  (THE AZIMUTH MARK IS 0.35 MILE NORTHEAST
 MR0746'OF THIS POINT) TURN RIGHT AND GO EASTERLY FOR 0.95 MILE, THENCE
 MR0746'LEFT, NORTHERLY FOR 0.5 MILE, ACROSS COUNTRY TO THE HIGHEST
 MR0746'POINT AND THE STATION.
 MR0746'
 MR0746'THE STATION MARK IS A STANDARD DISK, STAMPED GRAVEL 1962, SET IN
 MR0746'THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 6 INCHES.
 MR0746'IT IS ABOUT 14 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE RIDGE
 MR0746'AND 4.9 FEET EAST OF A WITNESS POST.
 MR0746'
 MR0746'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAVEL NO 1 1962,
 MR0746'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 5 INCHES.
 MR0746'IT IS ABOUT 32 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE RIDGE
 MR0746'AND ABOUT 2 FEET LOWER THAN THE STATION.
 MR0746'
 MR0746'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAVEL NO 2 1962,
 MR0746'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 4
 MR0746'INCHES.  IT IS 23 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE RIDGE
 MR0746'AND ABOUT 3 FEET LOWER THAN THE STATION.
 MR0746'
 MR0746'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAVEL 1962, CEMENTED
 MR0746'IN A DRILL HOLE AT THE NORTHEAST END OF A HEADWALL FOR A CONCRETE
 MR0746'CULVERT.  IT IS 21.0 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 MR0746'HIGHWAY 189 AND 1.9 FEET SOUTHEAST OF A WITNESS POST.
 MR0746
 MR0746                          STATION RECOVERY (2004)
 MR0746
 MR0746'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (PO)
 MR0746'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0343 ***********************************************************************
 NR0343  DESIGNATION -  GRAVEL
 NR0343  PID         -  NR0343
 NR0343  STATE/COUNTY-  WY/NATRONA
 NR0343  USGS QUAD   -  PRATTS SODA LAKES (1984)
 NR0343
 NR0343                         *CURRENT SURVEY CONTROL
 NR0343  ___________________________________________________________________
 NR0343* NAD 83(1993)-  42 52 38.41647(N)    106 13 31.09443(W)     ADJUSTED  
 NR0343* NAVD 88     -      1635.1    (meters)    5364.     (feet)  VERTCON   
 NR0343  ___________________________________________________________________
 NR0343  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 NR0343  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 NR0343
 NR0343  HORZ ORDER  -  THIRD
 NR0343
 NR0343.The horizontal coordinates were established by classical geodetic methods
 NR0343.and adjusted by the National Geodetic Survey in January 1997..
 NR0343
 NR0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0343
 NR0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0343
 NR0343.The geoid height was determined by GEOID03.
 NR0343
 NR0343;                    North         East     Units Scale Factor Converg.
 NR0343;SPC WYEC     -   364,623.537   490,524.070   MT  1.00003828   +0 45 14.4
 NR0343;UTM  13      - 4,747,921.675   399,928.474   MT  0.99972320   -0 50 01.7
 NR0343
 NR0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0343!SPC WYEC     -   0.99974573  x   1.00003828  =   0.99978400
 NR0343!UTM  13      -   0.99974573  x   0.99972320  =   0.99946900
 NR0343
 NR0343:                Primary Azimuth Mark                     Grid Az
 NR0343:SPC WYEC     -  MESA                                     318 04 52.2
 NR0343:UTM  13      -  MESA                                     319 40 08.3
 NR0343
 NR0343|---------------------------------------------------------------------|
 NR0343| PID    Reference Object                     Distance      Geod. Az  |
 NR0343|                                                           dddmmss.s |
 NR0343| NR0354 MESA                                APPROX. 6.3 KM 3185006.6 |
 NR0343|---------------------------------------------------------------------|
 NR0343
 NR0343                          SUPERSEDED SURVEY CONTROL
 NR0343
 NR0343  NAD 83(1986)-  42 52 38.40219(N)    106 13 31.07375(W) AD(       ) 3
 NR0343  NAD 27      -  42 52 38.52655(N)    106 13 28.99493(W) AD(       ) 3
 NR0343  NGVD 29 (07/19/86) 1634.2    (m)         5362.     (f) VERT ANG       
 NR0343
 NR0343.Superseded values are not recommended for survey control.
 NR0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0343.See file dsdata.txt to determine how the superseded data were derived.
 NR0343
 NR0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9992847922(NAD 83)
 NR0343_MARKER: DD = SURVEY DISK
 NR0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0343_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0343+STABILITY: SURFACE MOTION
 NR0343
 NR0343  HISTORY     - Date     Condition        Report By
 NR0343  HISTORY     - 1947     MONUMENTED       USGS
 NR0343
 NR0343                          STATION DESCRIPTION
 NR0343
 NR0343'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NR0343'LOCATED ON CENTER AND HIGHEST POINT OF E-W. RIDGE ABOUT 200 FT. W. OF
 NR0343'N-S. FENCE LINE AND ABOUT 1000 FT. W. OF LARGE GRAVEL PIT IN SECTION
 NR0343'32, R 78 W, T 34 N.
 NR0343'
 NR0343'TO REACH FROM U.S. POST OFFICE IN CASPER GO S. ON SOUTH WOLCOTT ST.
 NR0343'FOR 1-1/2 BLOCKS TO U.S. HIGHWAY 87, TURN LEFT (E.) ON HIGHWAY 87 FOR
 NR0343'5.6 MI. TO SECONDARY RD. RUNNING N., TURN LEFT (N.) ON SECONDARY RD.
 NR0343'FOR 0.2 MI. TO RAILROAD TRACK, CROSS TRACK AND TURN RIGHT (E.) FOR
 NR0343'0.2 MI., TURN LEFT (N.) FOR 0.6 MI. AND RIVER BRIDGE, CROSS RIVER
 NR0343'BRIDGE AND CONTINUE ON WINDING SECONDARY RD. FOR 1.3 MI. TO FIELD
 NR0343'TRAIL TO LEFT (W.), TURN LEFT (W.) AND FOLLOW FIELD TRAIL FOR 0.5
 NR0343'MI. TO TOP OF RIDGE AND GRAVEL PIT, CONTINUE W. ON TOP OF RIDGE FOR
 NR0343'1000 FT. (ABOUT 0.2 MI.) TO STATION.
 NR0343'
 NR0343'STATION MARK--STANDARD TABLET SET IN 8 BY 8 IN. BY 48 IN. CONCRETE
 NR0343'MONUMENT, STAMPED ---GRAVEL 1947---.
 NR0343'
 NR0343'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN 8 BY 8 BY 48
 NR0343'IN. CONCRETE MONUMENT, 41.25 FT. FROM STATION, S 77 DEG 37 MIN E,
 NR0343'STAMPED ---GRAVEL NO. 1 1947---.
 NR0343'
 NR0343'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN 8 BY 8 BY 48
 NR0343'IN. CONCRETE MONUMENT, 38.95 FT. FROM STATION, S 13 DEG 48 MIN W,
 NR0343'STAMPED ---GRAVEL NO. 2 1947---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0161 ***********************************************************************
 NS0161  DESIGNATION -  GRAVEL
 NS0161  PID         -  NS0161
 NS0161  STATE/COUNTY-  WY/FREMONT
 NS0161  USGS QUAD   -  SWEETWATER STATION (1953)
 NS0161
 NS0161                         *CURRENT SURVEY CONTROL
 NS0161  ___________________________________________________________________
 NS0161* NAD 83(1993)-  42 31 03.28662(N)    108 14 37.04358(W)     ADJUSTED  
 NS0161* NAVD 88     -      2031.7    (meters)    6666.     (feet)  VERTCON   
 NS0161  ___________________________________________________________________
 NS0161  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 NS0161  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 NS0161
 NS0161  HORZ ORDER  -  THIRD
 NS0161
 NS0161.The horizontal coordinates were established by classical geodetic methods
 NS0161.and adjusted by the National Geodetic Survey in January 1997..
 NS0161
 NS0161.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0161
 NS0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0161
 NS0161.The geoid height was determined by GEOID03.
 NS0161
 NS0161;                    North         East     Units Scale Factor Converg.
 NS0161;SPC WYWC     -   224,190.258   641,609.457   MT  0.99995879   +0 20 32.0
 NS0161;UTM  12      - 4,710,927.364   726,425.069   MT  1.00023082   +1 51 48.9
 NS0161
 NS0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0161!SPC WYWC     -   0.99968345  x   0.99995879  =   0.99964225
 NS0161!UTM  12      -   0.99968345  x   1.00023082  =   0.99991420
 NS0161
 NS0161:                Primary Azimuth Mark                     Grid Az
 NS0161:SPC WYWC     -  SHEEP                                    253 48 33.1
 NS0161:UTM  12      -  SHEEP                                    252 17 16.2
 NS0161
 NS0161|---------------------------------------------------------------------|
 NS0161| PID    Reference Object                     Distance      Geod. Az  |
 NS0161|                                                           dddmmss.s |
 NS0161| NS0169 SHEEP                               APPROX. 2.6 KM 2540905.1 |
 NS0161|---------------------------------------------------------------------|
 NS0161
 NS0161                          SUPERSEDED SURVEY CONTROL
 NS0161
 NS0161  NAD 83(1986)-  42 31 03.27202(N)    108 14 37.04440(W) AD(       ) 3
 NS0161  NAD 27      -  42 31 03.42318(N)    108 14 34.69172(W) AD(       ) 3
 NS0161  NGVD 29 (07/19/86) 2030.6    (m)         6662.     (f) VERT ANG       
 NS0161
 NS0161.Superseded values are not recommended for survey control.
 NS0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0161.See file dsdata.txt to determine how the superseded data were derived.
 NS0161
 NS0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2642510927(NAD 83)
 NS0161_MARKER: DD = SURVEY DISK
 NS0161_SETTING: 0 = UNSPECIFIED SETTING
 NS0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0161
 NS0161  HISTORY     - Date     Condition        Report By
 NS0161  HISTORY     - 1951     MONUMENTED       USGS
 NS0161
 NS0161                          STATION DESCRIPTION
 NS0161
 NS0161'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0161'STATION IS ABOUT 5 MI. -AIR- FROM BRIDGE OVER THE SWEETWATER RIVER ON
 NS0161'U.S. HIGHWAY 287.  STATION IS ON THE N. END OF LOW N-S. RIDGE.
 NS0161'
 NS0161'TO REACH FROM THE BRIDGE OVER THE SWEETWATER RIVER ON U.S. HIGHWAY 287
 NS0161'GO 2.2 MI. NW. ON U.S. HIGHWAY 287 TO DIRT RD. LEFT.  TURN LEFT AND GO
 NS0161'2.15 MI. TO TOP OF GRADE WHERE RD. ANGLES IN FROM RIGHT.  STATION IS
 NS0161'ABOUT 500 FT. TO RIGHT OF RD. ON THE N. END OF LOW RIDGE.  RIDGE IS
 NS0161'HIGHER TO S.
 NS0161'
 NS0161'STATION MARK - STANDARD BRONZE TABLET SET IN CONCRETE POST.
 NS0161'
 NS0161'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0363 ***********************************************************************
 OV0363  DESIGNATION -  GRAVEL
 OV0363  PID         -  OV0363
 OV0363  STATE/COUNTY-  WY/JOHNSON
 OV0363  USGS QUAD   -  DRY CREEK RESERVOIR (1981)
 OV0363
 OV0363                         *CURRENT SURVEY CONTROL
 OV0363  ___________________________________________________________________
 OV0363* NAD 83(1993)-  43 51 53.59618(N)    106 35 52.42684(W)     ADJUSTED  
 OV0363* NAVD 88     -      1590.4    (meters)    5218.     (feet)  VERTCON   
 OV0363  ___________________________________________________________________
 OV0363  LAPLACE CORR-         -13.52  (seconds)                    DEFLEC99
 OV0363  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 OV0363
 OV0363  HORZ ORDER  -  THIRD
 OV0363  VERT ORDER  -  THIRD ? (See Below)
 OV0363
 OV0363.The horizontal coordinates were established by classical geodetic methods
 OV0363.and adjusted by the National Geodetic Survey in January 1997..
 OV0363
 OV0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0363.The vertical order pertains to the NGVD 29 superseded value.
 OV0363
 OV0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0363
 OV0363.The geoid height was determined by GEOID03.
 OV0363
 OV0363;                    North         East     Units Scale Factor Converg.
 OV0363;SPC WYEC     -   474,000.740   459,116.668   MT  0.99998047   +0 30 34.7
 OV0363;UTM  13      - 4,858,107.289   371,599.029   MT  0.99980278   -1 06 26.7
 OV0363
 OV0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0363!SPC WYEC     -   0.99975273  x   0.99998047  =   0.99973320
 OV0363!UTM  13      -   0.99975273  x   0.99980278  =   0.99955555
 OV0363
 OV0363:                Primary Azimuth Mark                     Grid Az
 OV0363:SPC WYEC     -  CELLERS                                  213 47 37.1
 OV0363:UTM  13      -  CELLERS                                  215 24 38.5
 OV0363
 OV0363|---------------------------------------------------------------------|
 OV0363| PID    Reference Object                     Distance      Geod. Az  |
 OV0363|                                                           dddmmss.s |
 OV0363| OV0364 CELLERS                             APPROX. 5.7 KM 2141811.8 |
 OV0363|---------------------------------------------------------------------|
 OV0363
 OV0363                          SUPERSEDED SURVEY CONTROL
 OV0363
 OV0363  NAD 83(1986)-  43 51 53.57967(N)    106 35 52.39793(W) AD(       ) 3
 OV0363  NAD 27      -  43 51 53.66809(N)    106 35 50.24360(W) AD(       ) 3
 OV0363  NGVD 29 (07/19/86) 1589.6    (m)         5215.     (f) LEVELING    3  
 OV0363
 OV0363.Superseded values are not recommended for survey control.
 OV0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0363.See file dsdata.txt to determine how the superseded data were derived.
 OV0363
 OV0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ7159958107(NAD 83)
 OV0363
 OV0363  HISTORY     - Date     Condition        Report By
 OV0363  HISTORY     - 1958     MONUMENTED       USGS
 OV0363  HISTORY     - 1961     GOOD             USGS
 OV0363
 OV0363                          STATION DESCRIPTION
 OV0363
 OV0363'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JBF)
 OV0363'STATION IS LOCATED ABOUT 10.0 MI. AIR NE. OF MAYOWORTH AND ABOUT 10.8
 OV0363'MI. AIR NE. OF KAYCEE, WYOMING.
 OV0363'
 OV0363'TO REACH STATION FROM KAYCEE POST OFFICE FOLLOW U.S. HIGHWAY 87 N.
 OV0363'12.9 MI. TO T-RD.E., THENCE E. ALONG GRADED RD. FOR 2.7 MI. TO TOP OF
 OV0363'RIDGE, THENCE 0.1 MI. S. CROSS COUNTRY TO TOP OF HILL AND STATION
 OV0363'SITE.
 OV0363'
 OV0363'RECOVERED.
 OV0363'
 OV0363'STATION MARK - STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.3
 OV0363'FT. ABOVE GROUND, STAMPED --- GRAVEL 1958 ---.
 OV0363'
 OV0363'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0769 ***********************************************************************
 OX0769  DESIGNATION -  GRAVEL
 OX0769  PID         -  OX0769
 OX0769  STATE/COUNTY-  WY/TETON
 OX0769  USGS QUAD   -  GRAVEL MOUNTAIN (1996)
 OX0769
 OX0769                         *CURRENT SURVEY CONTROL
 OX0769  ___________________________________________________________________
 OX0769* NAD 83(1993)-  43 56 07.92837(N)    110 22 18.04375(W)     ADJUSTED  
 OX0769* NAVD 88     -      2816.1    (meters)    9239.     (feet)  VERTCON   
 OX0769  ___________________________________________________________________
 OX0769  LAPLACE CORR-           6.27  (seconds)                    DEFLEC99
 OX0769  GEOID HEIGHT-          -8.33  (meters)                     GEOID03
 OX0769
 OX0769  HORZ ORDER  -  FIRST
 OX0769
 OX0769.The horizontal coordinates were established by classical geodetic methods
 OX0769.and adjusted by the National Geodetic Survey in January 1997..
 OX0769
 OX0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0769
 OX0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0769
 OX0769.The geoid height was determined by GEOID03.
 OX0769
 OX0769;                    North         East     Units Scale Factor Converg.
 OX0769;SPC WY W     -   481,627.450   776,849.324   MT  0.99994409   -0 12 00.2
 OX0769;UTM  12      - 4,864,904.831   550,429.642   MT  0.99963128   +0 26 09.5
 OX0769
 OX0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0769!SPC WY W     -   0.99955992  x   0.99994409  =   0.99950404
 OX0769!UTM  12      -   0.99955992  x   0.99963128  =   0.99919136
 OX0769
 OX0769|---------------------------------------------------------------------|
 OX0769| PID    Reference Object                     Distance      Geod. Az  |
 OX0769|                                                           dddmmss.s |
 OX0769| CP5434 GRAVEL RM 1                           5.084 METERS 19608     |
 OX0769| CP5435 GRAVEL RM 2                           4.188 METERS 27139     |
 OX0769| CP5433 GRAVEL AZ MK                                       3061826.7 |
 OX0769|---------------------------------------------------------------------|
 OX0769
 OX0769                          SUPERSEDED SURVEY CONTROL
 OX0769
 OX0769  NAD 83(1993)-  43 56 07.92001(N)    110 22 18.03980(W) AD(       ) 1
 OX0769  NAD 83(1986)-  43 56 07.91779(N)    110 22 18.03080(W) AD(       ) 1
 OX0769  NAD 27      -  43 56 08.11400(N)    110 22 15.32900(W) AD(       ) 1
 OX0769  NGVD 29 (07/19/86) 2814.7    (m)         9235.     (f) VERT ANG       
 OX0769
 OX0769.Superseded values are not recommended for survey control.
 OX0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0769.See file dsdata.txt to determine how the superseded data were derived.
 OX0769
 OX0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP5043064905(NAD 83)
 OX0769_MARKER: DS = TRIANGULATION STATION DISK
 OX0769_SETTING: 0 = UNSPECIFIED SETTING
 OX0769
 OX0769  HISTORY     - Date     Condition        Report By
 OX0769  HISTORY     - 1950     MONUMENTED       CGS
 OX0769
 OX0769                          STATION DESCRIPTION
 OX0769
 OX0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 OX0769'THE STATION IS LOCATED ON THE NORTHERN END OF A HIGH GRAVEL
 OX0769'RIDGE, ABOUT 3 MILES SOUTHEAST OF THE JUNCTION OF WHETSTONE
 OX0769'CREEK AND PACIFIC CREEK, AND 0.8 MILE NORTH-NORTHWEST OF
 OX0769'GRAVEL MOUNTAIN, ON AN ELEVATION WHICH IS ABOUT 250 FEET
 OX0769'LOWER THAN GRAVEL MOUNTAIN.
 OX0769'
 OX0769'THE STATION MARK IS A BRONZE DISK WELDED TO A SECTION OF CAST
 OX0769'IRON SOIL PIPE, PROJECTS 4 INCHES, AND IS STAMPED GRAVEL 1950.
 OX0769'
 OX0769'REFERENCE MARK NO. 1 IS A BRONZE DISK WELDED TO A SECTION OF
 OX0769'CAST IRON SOIL PIPE, PROJECTS 5 INCHES, AND IS STAMPED GRAVEL
 OX0769'NO 1 1950.
 OX0769'
 OX0769'REFERENCE MARK NO. 2 IS A BRONZE DISK WELDED TO A SECTION
 OX0769'OF CAST IRON SOIL PIPE, PROJECTS 5 INCHES, AND IS STAMPED
 OX0769'GRAVEL NO 2 1950.
 OX0769'
 OX0769'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTHWEST OF THE
 OX0769'STATION ON A RISE IN A CLEARING ABOUT 50 YARDS SOUTH OF THE
 OX0769'NORTH EDGE OF THE CLEARING AND 4 FEET WEST OF A SMALL CAIRN.
 OX0769'IT IS A BRONZE DISK WELDED TO A SECTION OF CAST IRON SOIL
 OX0769'PIPE, PROJECTS 4 INCHES, AND IS STAMPED GRAVEL 1950.
 OX0769'
 OX0769'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 89 AND
 OX0769'287, WHICH IS 20.1 MILES NORTH OF MORAN, GO EAST ON HIGHWAY
 OX0769'20 FOR 3.6 MILES TO A SIDE ROAD LEFT AND A SIGN TWO OCEAN
 OX0769'ROAD.  TURN LEFT AND FOLLOW A GRAVELED ROAD FOR 1.8 MILES TO A
 OX0769'FORK.  TAKE THE RIGHT ROAD AND GO 0.5 MILE TO A FORK AND A
 OX0769'SIGN PACIFIC CREEK ROAD.  TAKE THE LEFT ROAD AND FOLLOW A DIM
 OX0769'TRACK ROAD FOR 0.8 MILE TO A FORK.  TAKE THE RIGHT ROAD AND
 OX0769'GO 3.1 MILES TO A FORK.  TAKE THE RIGHT ROAD AND GO 3.3 MILES
 OX0769'TO A CABIN ON THE RIGHT.  CONTINUE ON THE DIM TRACK ROAD FOR
 OX0769'0.4 MILE TO A CABIN AND END OF TRUCK TRAVEL.  (A FOUR WHEEL
 OX0769'DRIVE TRUCK MAY BE DRIVEN ABOUT 2 MILES FURTHER).  FROM THE END
 OX0769'OF TRUCK TRAVEL FOLLOW A TRAIL FOR ABOUT 1 HOUR TO
 OX0769'WHETSTONE CREEK.  CROSS THIS CREEK AND THEN CROSS PACIFIC
 OX0769'CREEK AND FOLLOW ALONG THE EAST BANK OF PACIFIC CREEK
 OX0769'FOR ABOUT 15 MINUTES UNTIL COMING TO A RIDGE ON THE
 OX0769'RIGHT.  TURN RIGHT AND FOLLOW THE STEEP RIDGE ALONG ITS
 OX0769'SOUTHERN EDGE THROUGH THICK TIMBER TO AN OPEN GRASSY AREA.
 OX0769'BEAR LEFT, SOUTHEASTERLY, AND PICK WAY UP STEEP SLOPES
 OX0769'TO ANOTHER OPEN AREA AT THE BASE OF A HIGHER RIDGE TO
 OX0769'THE LEFT AND AZIMUTH MARK AS DESCRIBED.  FROM HERE CONTINUE UP
 OX0769'THE STEEP SLOPE TO THE HIGHEST POINT AND STATION SITE AS
 OX0769'DESCRIBED.  TIME OF PACK--5 HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0770 ***********************************************************************
 OX0770  DESIGNATION -  GRAVEL
 OX0770  PID         -  OX0770
 OX0770  STATE/COUNTY-  WY/TETON
 OX0770  USGS QUAD   -  GRAVEL MOUNTAIN (1996)
 OX0770
 OX0770                         *CURRENT SURVEY CONTROL
 OX0770  ___________________________________________________________________
 OX0770* NAD 83(1993)-  43 55 29.98855(N)    110 21 50.82934(W)     ADJUSTED  
 OX0770* NAVD 88     -      2938.     (meters)    9639.     (feet)  VERTCON   
 OX0770  ___________________________________________________________________
 OX0770  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 OX0770  GEOID HEIGHT-          -8.35  (meters)                     GEOID03
 OX0770
 OX0770  HORZ ORDER  -  THIRD
 OX0770
 OX0770.The horizontal coordinates were established by classical geodetic methods
 OX0770.and adjusted by the National Geodetic Survey in January 1997..
 OX0770
 OX0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0770
 OX0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0770
 OX0770.The geoid height was determined by GEOID03.
 OX0770
 OX0770;                    North         East     Units Scale Factor Converg.
 OX0770;SPC WY W     -   480,454.452   777,452.284   MT  0.99994375   -0 11 41.2
 OX0770;UTM  12      - 4,863,738.961   551,045.393   MT  0.99963205   +0 26 28.1
 OX0770
 OX0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0770!SPC WY W     -   0.99954076  x   0.99994375  =   0.99948454
 OX0770!UTM  12      -   0.99954076  x   0.99963205  =   0.99917298
 OX0770
 OX0770:                Primary Azimuth Mark                     Grid Az
 OX0770:SPC WY W     -  SIGNAL                                   242 52 38.2
 OX0770:UTM  12      -  SIGNAL                                   242 14 28.9
 OX0770
 OX0770|---------------------------------------------------------------------|
 OX0770| PID    Reference Object                     Distance      Geod. Az  |
 OX0770|                                                           dddmmss.s |
 OX0770| OX0818 SIGNAL                              APPROX.18.4 KM 2424057.0 |
 OX0770|---------------------------------------------------------------------|
 OX0770
 OX0770                          SUPERSEDED SURVEY CONTROL
 OX0770
 OX0770  NAD 83(1993)-  43 55 29.98144(N)    110 21 50.81961(W) AD(       ) 3
 OX0770  NAD 83(1986)-  43 55 29.97835(N)    110 21 50.81238(W) AD(       ) 3
 OX0770  NAD 27      -  43 55 30.19041(N)    110 21 48.05988(W) AD(       ) 3
 OX0770  NGVD 29 (07/19/86) 2937.     (m)         9636.     (f) VERT ANG       
 OX0770
 OX0770.Superseded values are not recommended for survey control.
 OX0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0770.See file dsdata.txt to determine how the superseded data were derived.
 OX0770
 OX0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP5104563739(NAD 83)
 OX0770
 OX0770  HISTORY     - Date     Condition        Report By
 OX0770  HISTORY     - 1896     MONUMENTED       USGS
 OX0770  HISTORY     - 1968     SEE DESCRIPTION  USGS
 OX0770
 OX0770                          STATION DESCRIPTION
 OX0770
 OX0770'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OX0770'A RATHER SHARP PEAK, ABOUT 10 MI. NE. OF MOUTH OF BUFFALO FORK OF
 OX0770'SNAKE RIVER AND 3 MI. S. OF PACIFIC CREEK.  PEAK IS TIMBERED NEAR
 OX0770'SUMMIT ON W. AND N.  FORMATION IS WATERWARN, CEMENTED GRAVEL.
 OX0770'
 OX0770'RECOVERED.
 OX0770'
 OX0770'STATION MARK--A CROSS CHISELED IN LARGE BOULDER, SET IN GROUND.
 OX0770'
 OX0770'REFERENCE MARK--STANDARD BRONZE REFERENCE TABLET, STAMPED ---GRAVEL
 OX0770'1931---, SET IN CEMENT SLIGHTLY BELOW SURFACE OF GROUND, DISTANT
 OX0770'8.20 FT., N 49 DEG 02 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1227 ***********************************************************************
 PY1227  DESIGNATION -  GRAVEL
 PY1227  PID         -  PY1227
 PY1227  STATE/COUNTY-  WY/TETON
 PY1227  USGS QUAD   -  GRAVEL PEAK (1996)
 PY1227
 PY1227                         *CURRENT SURVEY CONTROL
 PY1227  ___________________________________________________________________
 PY1227* NAD 83(1993)-  44 01 48.18598(N)    110 19 55.16348(W)     ADJUSTED  
 PY1227* NAVD 88     -      2954.0    (meters)    9692.     (feet)  VERTCON   
 PY1227  ___________________________________________________________________
 PY1227  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 PY1227  GEOID HEIGHT-          -7.99  (meters)                     GEOID03
 PY1227
 PY1227  HORZ ORDER  -  THIRD
 PY1227
 PY1227.The horizontal coordinates were established by classical geodetic methods
 PY1227.and adjusted by the National Geodetic Survey in January 1997..
 PY1227
 PY1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1227
 PY1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1227
 PY1227.The geoid height was determined by GEOID03.
 PY1227
 PY1227;                    North         East     Units Scale Factor Converg.
 PY1227;SPC WY W     -   492,118.290   780,067.520   MT  0.99994238   -0 10 22.2
 PY1227;UTM  12      - 4,875,427.514   553,530.122   MT  0.99963524   +0 27 51.5
 PY1227
 PY1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1227!SPC WY W     -   0.99953827  x   0.99994238  =   0.99948068
 PY1227!UTM  12      -   0.99953827  x   0.99963524  =   0.99917368
 PY1227
 PY1227:                Primary Azimuth Mark                     Grid Az
 PY1227:SPC WY W     -  PACIFIC                                  080 25 06.0
 PY1227:UTM  12      -  PACIFIC                                  079 46 52.3
 PY1227
 PY1227|---------------------------------------------------------------------|
 PY1227| PID    Reference Object                     Distance      Geod. Az  |
 PY1227|                                                           dddmmss.s |
 PY1227| PY1225 PACIFIC                             APPROX. 8.0 KM 0801443.8 |
 PY1227|---------------------------------------------------------------------|
 PY1227
 PY1227                          SUPERSEDED SURVEY CONTROL
 PY1227
 PY1227  NAD 83(1993)-  44 01 48.17773(N)    110 19 55.15716(W) AD(       ) 3
 PY1227  NAD 83(1986)-  44 01 48.17522(N)    110 19 55.14984(W) AD(       ) 3
 PY1227  NAD 27      -  44 01 48.36082(N)    110 19 52.42329(W) AD(       ) 3
 PY1227  NGVD 29 (07/19/86) 2952.6    (m)         9687.     (f) VERT ANG       
 PY1227
 PY1227.Superseded values are not recommended for survey control.
 PY1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1227.See file dsdata.txt to determine how the superseded data were derived.
 PY1227
 PY1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP5353075428(NAD 83)
 PY1227
 PY1227  HISTORY     - Date     Condition        Report By
 PY1227  HISTORY     - 1955     MONUMENTED       CGS
 PY1227  HISTORY     - 1968     GOOD             USGS
 PY1227
 PY1227                          STATION DESCRIPTION
 PY1227
 PY1227'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PY1227'STATION LOCATED IN THE TETON WILDERNESS AREA, ABOUT 14 MI. (AIRLINE)
 PY1227'N. OF BLACKROCK RANGER STATION, IN THE TETON NATIONAL FOREST, WYOMING,
 PY1227'AND ABOUT 18 MI. ESE. OF THE S. ENTRANCE TO YELLOWSTONE NATIONAL
 PY1227'PARK, ON THE TOP OF GRAVEL PEAK.
 PY1227'
 PY1227'STATION MAY BE REACHED FROM THE S. ENTRANCE TO YELLOWSTONE NATIONAL
 PY1227'PARK, WYOMING, BY PROCEEDING E., CROSSING THE SNAKE RIVER AND
 PY1227'FOLLOWING SNAKE RIVER TRAIL ABOUT 9 MI. TO HEART LAKE TRAIL JUNCTION,
 PY1227'TAKE RIGHT FORK ALONG COULTER CREEK 1 MI. TO ANOTHER TRAIL FORK, AGAIN
 PY1227'RIGHT FORK AND FOLLOW TRAIL ALONG COULTER CREEK, CROSS PARK BOUNDARY
 PY1227'AT ABOUT 0.25 MI. DISTANCE AND PROCEED ABOUT 1 MI. TO THE CONFLUENCE
 PY1227'OF COULTER AND WOLVERINE CREEKS, CROSS COULTER CREEK AND FOLLOW
 PY1227'WOLVERINE CREEK TRAIL ABOUT 11 MI. TO WOLVERINE CREEK AND BIG GAME
 PY1227'RIDGE TRAIL JUNCTION.  AT THIS POINT A BURNED OVER LOW TOP, WHICH
 PY1227'IS NW. OF GRAVEL PEAK, CAN BE SEEN TO THE SE.  FROM TRAIL JUNCTION
 PY1227'PROCEED S. ABOUT 200 FT. AND TAKE SIDE TRAIL TO THE SE. (TRAIL TO
 PY1227'TOPPING HUNTING CAMP), FOLLOW THIS TRAIL A SHORT DISTANCE AND THEN
 PY1227'WORK WAY E. FOLLOWING GAME AND HUNTING TRAILS TO A VERY STEEP TRAIL
 PY1227'CROSSING THE UPPER PART OF E. FORK OF GRAVEL CREEK, CONTINUE S. AND
 PY1227'SE. INTO A LARGE PARK AREA AND SADDLE AT ABOUT 1 MI. DISTANCE,
 PY1227'PROCEED S. UP STEEP SLOPE TO TOP OF GRAVEL PEAK AND STATION.
 PY1227'
 PY1227'RECOVERED.
 PY1227'
 PY1227'STATION MARK--STANDARD TABLET, STAMPED ---GRAVEL 1955 VABM 9687---,
 PY1227'SET IN TOP OF 3/4 IN. IRON PIPE PROJECTING ABOUT 0.3 FT., AT A
 PY1227'DISTANCE OF 61 FT., N. OF SHARP BREAK OF SLOPE TO S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0872 ***********************************************************************
 MR0872  DESIGNATION -  GRAVEL AZ MK
 MR0872  PID         -  MR0872
 MR0872  STATE/COUNTY-  WY/SWEETWATER
 MR0872  USGS QUAD   -  SHUTE CREEK LAKE (1980)
 MR0872
 MR0872                         *CURRENT SURVEY CONTROL
 MR0872  ___________________________________________________________________
 MR0872* NAD 83(1986)-  41 58 10.     (N)    110 12 38.     (W)     SCALED    
 MR0872* NAVD 88     -      2007.630  (meters)    6586.70   (feet)  ADJUSTED  
 MR0872  ___________________________________________________________________
 MR0872  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 MR0872  DYNAMIC HT  -        2005.943 (meters)    6581.16  (feet)  COMP
 MR0872  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 MR0872
 MR0872  VERT ORDER  -  THIRD
 MR0872
 MR0872.The horizontal coordinates were scaled from a topographic map and have
 MR0872.an estimated accuracy of +/- 6 seconds.
 MR0872
 MR0872.The orthometric height was determined by differential leveling
 MR0872.and adjusted by the National Geodetic Survey in December 1993..
 MR0872
 MR0872.The geoid height was determined by GEOID03.
 MR0872
 MR0872.The dynamic height is computed by dividing the NAVD 88
 MR0872.geopotential number by the normal gravity value computed on the
 MR0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0872.degrees latitude (g = 980.6199 gals.).
 MR0872
 MR0872.The modeled gravity was interpolated from observed gravity values.
 MR0872
 MR0872;                    North         East    Units  Estimated Accuracy
 MR0872;SPC WYWC     -   164,220.      478,940.      MT  (+/- 180 meters Scaled)
 MR0872
 MR0872                          SUPERSEDED SURVEY CONTROL
 MR0872
 MR0872.No superseded survey control is available for this station.
 MR0872
 MR0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM654466(NAD 83)
 MR0872_MARKER: DZ = AZIMUTH MARK DISK
 MR0872_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MR0872_SP_SET: HEADWALL OF A CONCRETE CULVERT
 MR0872_STAMPING: GRAVEL AZIMUTH 1962
 MR0872_MARK LOGO: CGS   
 MR0872_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MR0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0872+STABILITY: SURFACE MOTION
 MR0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0872+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1989
 MR0872
 MR0872  HISTORY     - Date     Condition        Report By
 MR0872  HISTORY     - 1962     MONUMENTED       CGS
 MR0872  HISTORY     - 19890710 GOOD             USGS
 MR0872
 MR0872                          STATION DESCRIPTION
 MR0872
 MR0872'DESCRIBED BY US GEOLOGICAL SURVEY 1989
 MR0872'FROM KEMMERER, WYOMING POST OFFICE PROCEED 24.3 MILES NORTHEASTERLY
 MR0872'ALONG U S HIGHWAY 189, 145 FEET SOUTHWEST FROM A JUNCTION OF A GRADED
 MR0872'ROAD SOUTH, IN THE NORTHEAST END OF THE NORTH HEADWALL OF A CONCRETE
 MR0872'CULERT, 6.0 FEET HIGHER THAN A DRAIN BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0286 ***********************************************************************
 NS0286  DESIGNATION -  GRAY
 NS0286  PID         -  NS0286
 NS0286  STATE/COUNTY-  WY/FREMONT
 NS0286  USGS QUAD   -  HALLS MEADOW SPRING (1986)
 NS0286
 NS0286                         *CURRENT SURVEY CONTROL
 NS0286  ___________________________________________________________________
 NS0286* NAD 83(1993)-  42 29 00.87288(N)    109 02 07.14763(W)     ADJUSTED  
 NS0286* NAVD 88     -      2463.4    (meters)    8082.     (feet)  VERTCON   
 NS0286  ___________________________________________________________________
 NS0286  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 NS0286  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 NS0286
 NS0286  HORZ ORDER  -  THIRD
 NS0286
 NS0286.The horizontal coordinates were established by classical geodetic methods
 NS0286.and adjusted by the National Geodetic Survey in January 1997..
 NS0286
 NS0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0286
 NS0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0286
 NS0286.The geoid height was determined by GEOID03.
 NS0286
 NS0286;                    North         East     Units Scale Factor Converg.
 NS0286;SPC WYWC     -   220,328.430   576,542.398   MT  0.99994427   -0 11 33.7
 NS0286;UTM  12      - 4,705,339.539   661,475.332   MT  0.99992081   +1 19 37.9
 NS0286
 NS0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0286!SPC WYWC     -   0.99961557  x   0.99994427  =   0.99955986
 NS0286!UTM  12      -   0.99961557  x   0.99992081  =   0.99953641
 NS0286
 NS0286:                Primary Azimuth Mark                     Grid Az
 NS0286:SPC WYWC     -  OUTCROP                                  254 50 24.2
 NS0286:UTM  12      -  OUTCROP                                  253 19 12.6
 NS0286
 NS0286|---------------------------------------------------------------------|
 NS0286| PID    Reference Object                     Distance      Geod. Az  |
 NS0286|                                                           dddmmss.s |
 NS0286| NS0288 OUTCROP                             APPROX. 7.6 KM 2543850.5 |
 NS0286|---------------------------------------------------------------------|
 NS0286
 NS0286                          SUPERSEDED SURVEY CONTROL
 NS0286
 NS0286  NAD 83(1986)-  42 29 00.85546(N)    109 02 07.14740(W) AD(       ) 3
 NS0286  NAD 27      -  42 29 01.02612(N)    109 02 04.71295(W) AD(       ) 3
 NS0286  NGVD 29 (07/19/86) 2462.1    (m)         8078.     (f) VERT ANG       
 NS0286
 NS0286.Superseded values are not recommended for survey control.
 NS0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0286.See file dsdata.txt to determine how the superseded data were derived.
 NS0286
 NS0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6147505340(NAD 83)
 NS0286_MARKER: DD = SURVEY DISK
 NS0286_SETTING: 66 = SET IN ROCK OUTCROP
 NS0286_SP_SET: SET IN ROCK OUTCROP
 NS0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0286+STABILITY: POSITION/ELEVATION WELL
 NS0286
 NS0286  HISTORY     - Date     Condition        Report By
 NS0286  HISTORY     - 1951     MONUMENTED       USGS
 NS0286
 NS0286                          STATION DESCRIPTION
 NS0286
 NS0286'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0286'LOCATED ABOUT 7.0 MI. -AIR- W. OF U.S. HIGHWAY 28 AT A POINT WHERE
 NS0286'HIGHWAY PASSED NEW SOUTH PASS, WYOMING, ON A SMALL ROUND ROCKY TOP.
 NS0286'
 NS0286'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 287 AND SWEETWATER RIVER,
 NS0286'PROCEED S. ON U.S. HIGHWAY 28 FOR 0.8 MI. TO A ROAD FROM HIGHWAY W.
 NS0286'TURN RIGHT AND FOLLOW MAIN TRAVELED RD. FOR 5.6 MI. TO A CROSSROAD.
 NS0286'TAKE RIGHT FORK, GO 1.0 MI. TO A STREAM, FORD STREAM GO 1.3 MI. TO A
 NS0286'Y-RD., GO RIGHT 1.6 MI. TO A CROSSROAD, CONTINUE N. 0.4 MI. TO SADDLE
 NS0286'TURN RIGHT, GO CROSS COUNTRY TO TOP OF HILL AND STATION SITE.
 NS0286'
 NS0286'STATION MARK - STANDARD TABLET CEMENTED IN SOLID ROCK OUTCROP, STAMPED
 NS0286'---WR-GRAY 1951 8081.---
 NS0286'
 NS0286'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0394 ***********************************************************************
 OV0394  DESIGNATION -  GRAYMOUND
 OV0394  PID         -  OV0394
 OV0394  STATE/COUNTY-  WY/WASHAKIE
 OV0394  USGS QUAD   -  HORSE BUTTE (1967)
 OV0394
 OV0394                         *CURRENT SURVEY CONTROL
 OV0394  ___________________________________________________________________
 OV0394* NAD 83(1993)-  43 38 12.89012(N)    107 08 28.24911(W)     ADJUSTED  
 OV0394* NAVD 88     -      2518.3    (meters)    8262.     (feet)  VERTCON   
 OV0394  ___________________________________________________________________
 OV0394  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 OV0394  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 OV0394
 OV0394  HORZ ORDER  -  FIRST
 OV0394
 OV0394.The horizontal coordinates were established by classical geodetic methods
 OV0394.and adjusted by the National Geodetic Survey in January 1997..
 OV0394
 OV0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0394
 OV0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0394
 OV0394.The geoid height was determined by GEOID03.
 OV0394
 OV0394;                    North         East     Units Scale Factor Converg.
 OV0394;SPC WYEC     -   448,427.761   415,504.570   MT  0.99994046   +0 07 57.4
 OV0394;UTM  13      - 4,833,774.529   327,287.384   MT  0.99996692   -1 28 40.7
 OV0394
 OV0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0394!SPC WYEC     -   0.99960693  x   0.99994046  =   0.99954741
 OV0394!UTM  13      -   0.99960693  x   0.99996692  =   0.99957386
 OV0394
 OV0394|---------------------------------------------------------------------|
 OV0394| PID    Reference Object                     Distance      Geod. Az  |
 OV0394|                                                           dddmmss.s |
 OV0394| CP5440 GRAYMOUND RM 1                        8.321 METERS 02947     |
 OV0394| CP5441 GRAYMOUND RM 2                        9.678 METERS 12704     |
 OV0394| CP5439 GRAYMOUND AZ MK                                    2130556.6 |
 OV0394|---------------------------------------------------------------------|
 OV0394
 OV0394                          SUPERSEDED SURVEY CONTROL
 OV0394
 OV0394  NAD 83(1986)-  43 38 12.87299(N)    107 08 28.23265(W) AD(       ) 1
 OV0394  NAD 27      -  43 38 13.01800(N)    107 08 25.98700(W) AD(       ) 1
 OV0394  NGVD 29 (07/19/86) 2517.3    (m)         8259.     (f) VERT ANG       
 OV0394
 OV0394.Superseded values are not recommended for survey control.
 OV0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0394.See file dsdata.txt to determine how the superseded data were derived.
 OV0394
 OV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ2728733775(NAD 83)
 OV0394_MARKER: DS = TRIANGULATION STATION DISK
 OV0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0394
 OV0394  HISTORY     - Date     Condition        Report By
 OV0394  HISTORY     - 1938     MONUMENTED       CGS
 OV0394  HISTORY     - 1949     GOOD             BOR
 OV0394  HISTORY     - 1967     GOOD             USGS
 OV0394
 OV0394                          STATION DESCRIPTION
 OV0394
 OV0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0394'STATION IS LOCATED ABOUT 15 MILES AIRLINE E OF NOWOOD RANCH
 OV0394'AND 12-1/2 MILES N OF THE MIDDLE FORK OF THE POWDER RIVER,
 OV0394'AND 1 MILE E OF MAIN SHEEP WAGON ROAD THAT RUNS N AND S ON
 OV0394'GRAY ROUND TOP POINT OF THE BIG HORN MOUNTAINS THAT IS THE
 OV0394'HIGHEST POINT IN THE VICINITY.  THIS LAND IS GRAZED BY THE
 OV0394'SULLIVANS.
 OV0394'
 OV0394'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 OV0394'BRONZE DISKS SET IN CONCRETE.
 OV0394'
 OV0394'STATION IS REACHED AS FOLLOWS--FROM THE POST OFFICE IN ARMINTO
 OV0394'GO N ON GRADED ROAD 1.2 MILES TO SIDE ROAD TO LEFT AT SIGN
 OV0394'BADWATER AND DAVIS RANCH, CONTINUE N, 13.3 MILES TO THE
 OV0394'JUNCTION OF THREE GRADED ROADS, ONE TURNS SHARP RIGHT AND
 OV0394'THE OTHER TWO MAKE A Y-FORK WITH A SIGN IN THE FORK BIG HORN
 OV0394'MOUNTAINS, TAKE LEFT FORK AND GO 6.0 MILES ON GRADED ROAD TO
 OV0394'WHERE ROAD FORKS NEAR THE TOP OF THE MOUNTAINS ON A FLAT TOP
 OV0394'BEAR RIDGE.  THE MAIN ROAD WHICH IS PARTLY GRADED SWINGS RIGHT
 OV0394'DOWN HILL INTO ONE VALLEY, AND THE LEFT FORK GOES STRAIGHT
 OV0394'AHEAD W ALONG THE FLAT TOP RIDGE, AND UP ANOTHER VALLEY.
 OV0394'TAKE THE RIGHT FORK N AND GO 5.4 MILES TO THE OLD SITE OF
 OV0394'HITCHCOCKS STORE, CONTINUE STRAIGHT AHEAD 0.5 MILE TO A
 OV0394'CREEK BED, CROSS THIS CREEK BED AND GO TO ROAD FORK, JUST
 OV0394'BEYOND THE CREEK BED.  CONTINUE ON THE MAIN ROAD 2.0
 OV0394'MILES TO A GATE, CONTINUE TO LEFT AND GO ON THE
 OV0394'MAIN-TRAVELED ROAD 6.2 MILES TO ANOTHER DRY CREEK BED,
 OV0394'CROSS THIS CREEK BED AND GO 1.9 MILES TO FORD ACROSS THE
 OV0394'MIDDLE FORK OF THE POWDER RIVER.  SEE ON THE RIGHT BEFORE
 OV0394'CROSSING THE RIVER A TAR PAPER SHACK.  KEEP TO THE RIGHT AND
 OV0394'CONTINUE 2.0 MILES TO THE TOP OF A STEEP HILL AND AN
 OV0394'OLD ROAD TO THE RIGHT, THE MAIN-TRAVELED ROAD GOES LEFT,
 OV0394'KEEP TO THE LEFT AND GO W AND NW ON MAIN ROAD 2.5 MILES TO
 OV0394'WHERE IT GOES THROUGH A WIRE FENCE, CONTINUE STRAIGHT
 OV0394'AHEAD TO WHERE ROAD FORKS FOR 1.6 MILES, TURN RIGHT AND GO E TO
 OV0394'N END OF KNOLL 1.5 MILES, GO S, AND HIGHEST POINT OF
 OV0394'KNOLL WHICH IS 0.4 MILE AWAY.  STATION IS HERE ON THE
 OV0394'HIGHEST POINT OF KNOLL.
 OV0394'
 OV0394'AZIMUTH MARK 15 FEET TO THE RIGHT OF ROAD AND ABOUT 0.4 MILE
 OV0394'S OF A WIRE FENCE AND IS 3.5 MILES SW OF STATION.
 OV0394'
 OV0394'HEIGHT OF LIGHT ABOVE STATION MARK - 0.5 METER.
 OV0394
 OV0394                          STATION RECOVERY (1949)
 OV0394
 OV0394'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1949
 OV0394'STATION STAMPED GRAYMOUND IS IN EXCELLENT CONDITION, EXCEPT
 OV0394'SIGHTING FLAG IS DOWN.
 OV0394
 OV0394                          STATION RECOVERY (1967)
 OV0394
 OV0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OV0394'STATION MARK--STANDARD BRONZE DISK, SET IN CONCRETE, STAMPED
 OV0394'---GRAYMOUND 1938---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0515 ***********************************************************************
 MQ0515  DESIGNATION -  GREASEWOOD
 MQ0515  PID         -  MQ0515
 MQ0515  STATE/COUNTY-  WY/SWEETWATER
 MQ0515  USGS QUAD   -  PERU (1980)
 MQ0515
 MQ0515                         *CURRENT SURVEY CONTROL
 MQ0515  ___________________________________________________________________
 MQ0515* NAD 83(1993)-  41 33 43.14097(N)    109 31 11.32917(W)     ADJUSTED  
 MQ0515* NAVD 88     -      1928.6    (meters)    6327.     (feet)  VERTCON   
 MQ0515  ___________________________________________________________________
 MQ0515  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 MQ0515  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 MQ0515
 MQ0515  HORZ ORDER  -  THIRD
 MQ0515
 MQ0515.The horizontal coordinates were established by classical geodetic methods
 MQ0515.and adjusted by the National Geodetic Survey in January 1997..
 MQ0515
 MQ0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0515
 MQ0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0515
 MQ0515.The geoid height was determined by GEOID03.
 MQ0515
 MQ0515;                    North         East     Units Scale Factor Converg.
 MQ0515;SPC WYWC     -   118,216.889   535,788.613   MT  0.99998822   -0 30 38.6
 MQ0515;UTM  12      - 4,602,203.445   623,424.255   MT  0.99978747   +0 58 55.6
 MQ0515
 MQ0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0515!SPC WYWC     -   0.99969992  x   0.99998822  =   0.99968814
 MQ0515!UTM  12      -   0.99969992  x   0.99978747  =   0.99948745
 MQ0515
 MQ0515|---------------------------------------------------------------------|
 MQ0515| PID    Reference Object                     Distance      Geod. Az  |
 MQ0515|                                                           dddmmss.s |
 MQ0515| CP5446 GREASEWOOD RM 1                      15.557 METERS 00340     |
 MQ0515| CP5447 GREASEWOOD RM 2                      12.195 METERS 10459     |
 MQ0515| CP5445 GREASEWOOD AZ MK                                   1253955.8 |
 MQ0515| MQ0475 GREEN RIVER UP RR SHOPS STACK       APPROX. 5.4 KM 1324038.5 |
 MQ0515|---------------------------------------------------------------------|
 MQ0515
 MQ0515                          SUPERSEDED SURVEY CONTROL
 MQ0515
 MQ0515  NAD 83(1986)-  41 33 43.13316(N)    109 31 11.32161(W) AD(       ) 3
 MQ0515  NAD 27      -  41 33 43.26620(N)    109 31 08.82300(W) AD(       ) 3
 MQ0515  NGVD 29 (07/19/86) 1927.3    (m)         6323.     (f) VERT ANG       
 MQ0515
 MQ0515.Superseded values are not recommended for survey control.
 MQ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0515.See file dsdata.txt to determine how the superseded data were derived.
 MQ0515
 MQ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM2342402203(NAD 83)
 MQ0515_MARKER: DS = TRIANGULATION STATION DISK
 MQ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0515
 MQ0515  HISTORY     - Date     Condition        Report By
 MQ0515  HISTORY     - 1962     MONUMENTED       CGS
 MQ0515  HISTORY     - 1969     GOOD             USAF
 MQ0515  HISTORY     - 1974     GOOD             LOCENG
 MQ0515
 MQ0515                          STATION DESCRIPTION
 MQ0515
 MQ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0515'THE STATION IS ABOUT 3-1/2 MILES NORTHWEST OF GREEN RIVER,
 MQ0515'1/2 MILE NORTH OF U.S. HIGHWAY 30, ON A LOW RIDGE BETWEEN
 MQ0515'THE GREEN RIVER AND GREASEWOOD CANYON.
 MQ0515'
 MQ0515'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER,
 MQ0515'GO WESTERLY ON U.S. HIGHWAY 30 FOR 3.2 MILES TO A CROSSROADS
 MQ0515'IMMEDIATELY BEYOND THE ADAMS TRAILER SALES ON THE LEFT.  TURN
 MQ0515'RIGHT AND GO NORTHERLY ON GRAVEL ROAD FOR 0.4 MILE TO A
 MQ0515'TRACK ROAD RIGHT.  (TO REACH THE AZIMUTH MARK TURN RIGHT ON
 MQ0515'THE TRACK ROAD AND GO 0.2 MILE TO THE MARK ON THE RIGHT.)
 MQ0515'CONTINUE NORTHERLY ON THE GRAVEL ROAD FOR 0.25 MILE TO THE
 MQ0515'STATION ON THE RIGHT.
 MQ0515'
 MQ0515'THE STATION MARK IS A STANDARD DISK, STAMPED GREASEWOOD 1962,
 MQ0515'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0515'8 INCHES.  IT IS 46 FEET WEST-SOUTHWEST OF TELEPHONE POLE
 MQ0515'NO 3, 4.5 FEET EAST OF A WITNESS POST, 73 FEET EAST-SOUTHEAST
 MQ0515'OF TELEPHONE POLE NO 9244 AND 150 FEET EAST OF THE CENTERLINE
 MQ0515'OF A GRAVEL ROAD.
 MQ0515'
 MQ0515'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREASEWOOD
 MQ0515'NO 1 1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MQ0515'PROJECTING 3 INCHES.  IT IS 38.4 FEET NORTHWEST OF TELEPHONE
 MQ0515'POLE NO 3, 53.5 FEET NORTH-NORTHEAST OF THE WITNESS POST
 MQ0515'AND ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0515'
 MQ0515'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREASEWOOD
 MQ0515'NO 2 1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MQ0515'PROJECTING 3 INCHES.  IT IS 40 FEET SOUTH OF TELEPHONE POLE
 MQ0515'NO 3, 43.5 FEET EAST-SOUTHEAST OF THE WITNESS POST AND ABOUT
 MQ0515'1 FOOT LOWER THAN THE STATION.
 MQ0515'
 MQ0515'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GREASEWOOD
 MQ0515'1962, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP EXPOSED ABOUT
 MQ0515'2 FOOT BY 3 FOOT AND PROJECTING 3 INCHES TO THE SOUTHEAST
 MQ0515'AND FLUSH TO THE NORTHWEST.  IT IS 2.5 FEET SOUTHWEST OF A
 MQ0515'WITNESS POST, 42 FEET SOUTHWEST OF THE CENTERLINE OF A TRACK
 MQ0515'ROAD AND JUST NORTH OF WHERE THE RIDGE BREAKS OFF SHARPLY
 MQ0515'TO THE SOUTH.
 MQ0515
 MQ0515                          STATION RECOVERY (1969)
 MQ0515
 MQ0515'RECOVERY NOTE BY US AIR FORCE 1969
 MQ0515'STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK FOUND IN
 MQ0515'GOOD CONDITION AS DESCRIBED.  ROUTE DESCRIPTION WAS ADEQUATE.
 MQ0515
 MQ0515                          STATION RECOVERY (1974)
 MQ0515
 MQ0515'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (PNS)
 MQ0515'GREASEWOOD 1962 RECOVERED EXCELLENT.
 MQ0515'
 MQ0515'NO DESCRIPTION OF MONUMENT ON HAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0166 ***********************************************************************
 NS0166  DESIGNATION -  GREEK
 NS0166  PID         -  NS0166
 NS0166  STATE/COUNTY-  WY/FREMONT
 NS0166  USGS QUAD   -  YELLOWSTONE RANCH (1978)
 NS0166
 NS0166                         *CURRENT SURVEY CONTROL
 NS0166  ___________________________________________________________________
 NS0166* NAD 83(1993)-  42 44 02.16182(N)    108 16 44.06365(W)     ADJUSTED  
 NS0166* NAVD 88     -      1741.6    (meters)    5714.     (feet)  VERTCON   
 NS0166  ___________________________________________________________________
 NS0166  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 NS0166  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NS0166
 NS0166  HORZ ORDER  -  THIRD
 NS0166
 NS0166.The horizontal coordinates were established by classical geodetic methods
 NS0166.and adjusted by the National Geodetic Survey in January 1997..
 NS0166
 NS0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0166
 NS0166.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0166
 NS0166.The geoid height was determined by GEOID03.
 NS0166
 NS0166;                    North         East     Units Scale Factor Converg.
 NS0166;SPC WYWC     -   248,205.917   638,576.367   MT  0.99995580   +0 19 10.9
 NS0166;UTM  12      - 4,734,860.131   722,753.171   MT  1.00021049   +1 50 50.2
 NS0166
 NS0166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0166!SPC WYWC     -   0.99972901  x   0.99995580  =   0.99968482
 NS0166!UTM  12      -   0.99972901  x   1.00021049  =   0.99993944
 NS0166
 NS0166|---------------------------------------------------------------------|
 NS0166| PID    Reference Object                     Distance      Geod. Az  |
 NS0166|                                                           dddmmss.s |
 NS0166| CP5451 GREEK RM 1                                         17821     |
 NS0166| CP5452 GREEK RM 2                                         26307     |
 NS0166| NS0181 GREEK AZ MK                         APPROX. 2.4 KM 3463502.4 |
 NS0166|---------------------------------------------------------------------|
 NS0166
 NS0166                          SUPERSEDED SURVEY CONTROL
 NS0166
 NS0166  NAD 83(1986)-  42 44 02.14651(N)    108 16 44.06612(W) AD(       ) 3
 NS0166  NAD 27      -  42 44 02.28300(N)    108 16 41.69000(W) AD(       ) 3
 NS0166  NGVD 29 (07/19/86) 1740.5    (m)         5710.     (f) VERT ANG       
 NS0166
 NS0166.Superseded values are not recommended for survey control.
 NS0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0166.See file dsdata.txt to determine how the superseded data were derived.
 NS0166
 NS0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2275334860(NAD 83)
 NS0166_MARKER: DS = TRIANGULATION STATION DISK
 NS0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0166
 NS0166  HISTORY     - Date     Condition        Report By
 NS0166  HISTORY     - 1936     MONUMENTED       CGS
 NS0166  HISTORY     - 1936     GOOD             USGS
 NS0166
 NS0166                          STATION DESCRIPTION
 NS0166
 NS0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0166'ABOUT 21 MILES EAST AND 4 MILES SOUTH OF LANDER, ABOUT 2 MILES
 NS0166'EAST OF BEAVER CREEK, ON EXTREME WESTERN PROJECTION OF LOCAL
 NS0166'RIDGE BETWEEN TWO BROAD EAST-WEST DRAWS ABOUT 2 MILES APART,
 NS0166'ON HIGHEST KNOLL IN VICINITY, AND ABOUT 12 FEET SOUTH OF TRAIL
 NS0166'WHICH GOES DOWN INTO VALLEY TO WEST.  TO REACH FROM JUNCTION
 NS0166'OF U.S. HIGHWAYS 287 AND 320 IN RIVERTON, FOLLOW HIGHWAY
 NS0166'287 SOUTH 1.1 MILES, OR 0.1 MILE BEYOND WIND RIVER STEEL
 NS0166'BRIDGE.  TURN LEFT (SOUTH) ONTO GRAVEL ROAD LEADING TO
 NS0166'STATIONS RAWLINS AND SANDRAW AND AT 9.1 MILES REACH Y.  TAKE
 NS0166'RIGHT FORK AND AT 21.6 MILES REACH Y.  LEFT FORK OF Y LEADS
 NS0166'TO SANDRAW, VISIBLE TO EAST.  TAKE RIGHT FORK, REACH DIM
 NS0166'CROSSROADS AT 23.3 MILES, TURN RIGHT AND GO WEST.  AT
 NS0166'23.5 MILES AND ROAD INTERSECTION, TURN RIGHT AND FOLLOW
 NS0166'MAIN-TRAVELED ROAD NORTH, KEEPING RIGHT FORK AT 23.5
 NS0166'MILES.  AT 24.0 MILES AND STATION RAWLINS, TURN LEFT AND
 NS0166'GO SOUTHWESTERLY ACROSS COUNTRY OR ALONG DIM TRACK ROAD TO
 NS0166'SOUTH SIDE OF TWO SMALL WATER HOLES REACHED AT 24.3 MILES.
 NS0166'CONTINUE SOUTHWESTERLY ALONG OLD TRACK ROAD TO RIM OF
 NS0166'MESA.  AT 25.0 MILES REACH JUNCTION WITH TRACK ROAD RUNNING
 NS0166'ALONG RIM OF MESA, TURN RIGHT AND GO NORTHWEST ALONG
 NS0166'RIM.  AT 27.4 MILES ROAD FORKS.  TAKE LEFT FORK AND GO
 NS0166'SOUTH-SOUTHWESTERLY OVER AND DOWN RIM TO BROAD EAST-WEST
 NS0166'VALLEY.  CONTINUE SOUTH ACROSS VALLEY ALONG ROAD VISIBLE
 NS0166'GOING UP RIDGE TO SOUTH, AND AT 27.9 MILES REACH ROAD FORKS.
 NS0166'RIGHT FORK LEADS WEST 0.9 MILE TO KNOLL VISIBLE TO WEST IN
 NS0166'MIDDLE OF VALLEY AND AZIMUTH MARK.  TAKE LEFT FORK AND GO
 NS0166'SOUTH ACROSS VALLEY.  AT 28.7 MILES CROSS MAIN WASH AND
 NS0166'CONTINUE SOUTH UP RIDGE ON SOUTH SIDE OF VALLEY.  AT 30.0
 NS0166'MILES REACH ROAD FORKS ON TOP OF RIDGE.  TURN RIGHT AND GO WEST
 NS0166'ABOUT 75 YARDS TO HIGHEST POINT AND STATION.  SURFACE AND
 NS0166'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 NS0166'REFERENCE MARK NO. 1 IS STANDARD DISK IN OUTCROPPING
 NS0166'BEDROCK, IN TOP OF ROCK LEDGE IN SMALL DRAW, AND 28.050
 NS0166'METERS (92.03 FEET) SOUTH OF STATION S 01 DEG 39 MIN E.
 NS0166'REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE STANDARD
 NS0166'DISKS IN CONCRETE.  NO. 2 IS 13.505 METERS
 NS0166'(44.31 FEET) WEST OF STATION S 83 DEG 07 MIN W.
 NS0166'GREEK AZIMUTH MARK IS ON TOP OF SMALL LONE KNOLL IN MIDDLE
 NS0166'OF BROAD VALLEY (SEE ABOVE), ABOUT 25 FEET NORTH OF
 NS0166'NORTHEAST CORNER OF CONCRETE DUG-OUT HOUSE ON TOP OF KNOLL, AND
 NS0166'ABOUT 1-1/4 MILES NORTH OF STATION N 13 DEG 25 MIN W.
 NS0166
 NS0166                          STATION RECOVERY (1936)
 NS0166
 NS0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 NS0166'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0181 ***********************************************************************
 NS0181  DESIGNATION -  GREEK AZ MK
 NS0181  PID         -  NS0181
 NS0181  STATE/COUNTY-  WY/FREMONT
 NS0181  USGS QUAD   -  BRINGOLF RANCH (1980)
 NS0181
 NS0181                         *CURRENT SURVEY CONTROL
 NS0181  ___________________________________________________________________
 NS0181* NAD 83(1993)-  42 45 17.01335(N)    108 17 08.29156(W)     ADJUSTED  
 NS0181* NAVD 88     -      1688.     (meters)    5538.     (feet)  SCALED    
 NS0181  ___________________________________________________________________
 NS0181  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 NS0181  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 NS0181
 NS0181  HORZ ORDER  -  THIRD
 NS0181
 NS0181.The horizontal coordinates were established by classical geodetic methods
 NS0181.and adjusted by the National Geodetic Survey in January 1997..
 NS0181
 NS0181.The orthometric height was scaled from a topographic map.
 NS0181
 NS0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0181
 NS0181.The geoid height was determined by GEOID03.
 NS0181
 NS0181;                    North         East     Units Scale Factor Converg.
 NS0181;SPC WYWC     -   250,512.472   638,012.564   MT  0.99995527   +0 18 54.9
 NS0181;UTM  12      - 4,737,151.414   722,127.910   MT  1.00020707   +1 50 36.3
 NS0181
 NS0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0181!SPC WYWC     -   0.99973741  x   0.99995527  =   0.99969269
 NS0181!UTM  12      -   0.99973741  x   1.00020707  =   0.99994443
 NS0181
 NS0181:                Primary Azimuth Mark                     Grid Az
 NS0181:SPC WYWC     -  GREEK                                    166 15 51.0
 NS0181:UTM  12      -  GREEK                                    164 44 09.6
 NS0181
 NS0181|---------------------------------------------------------------------|
 NS0181| PID    Reference Object                     Distance      Geod. Az  |
 NS0181|                                                           dddmmss.s |
 NS0181| NS0166 GREEK                               APPROX. 2.4 KM 1663445.9 |
 NS0181|---------------------------------------------------------------------|
 NS0181
 NS0181                          SUPERSEDED SURVEY CONTROL
 NS0181
 NS0181  NAD 83(1986)-  42 45 16.99845(N)    108 17 08.29429(W) AD(       ) 3
 NS0181  NAD 27      -  42 45 17.13900(N)    108 17 05.91800(W) AD(       ) 3
 NS0181
 NS0181.Superseded values are not recommended for survey control.
 NS0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0181.See file dsdata.txt to determine how the superseded data were derived.
 NS0181
 NS0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2212837151(NAD 83)
 NS0181_MARKER: DS = TRIANGULATION STATION DISK
 NS0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0181_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NS0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0181+STABILITY: SURFACE MOTION
 NS0181
 NS0181  HISTORY     - Date     Condition        Report By
 NS0181  HISTORY     - 1936     MONUMENTED       CGS
 NS0181
 NS0181                          STATION DESCRIPTION
 NS0181
 NS0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0181'ABOUT 1-1/4 MILES FROM STATION GREEK (SEE DESCRIPTION THEREOF)
 NS0181'N 13 DEG 25 MIN W, AND ON SMALL, LONE KNOLL
 NS0181'IN MIDDLE OF BROAD VALLEY, ABOUT 25 FEET NORTH OF NORTHEAST
 NS0181'CORNER OF CONCRETE DUGOUT HOUSE ON TOP OF KNOLL.  MARK IS
 NS0181'STANDARD DISK IN SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0476 ***********************************************************************
 MQ0476  DESIGNATION -  GREEN
 MQ0476  PID         -  MQ0476
 MQ0476  STATE/COUNTY-  WY/SWEETWATER
 MQ0476  USGS QUAD   -  GREEN RIVER (1980)
 MQ0476
 MQ0476                         *CURRENT SURVEY CONTROL
 MQ0476  ___________________________________________________________________
 MQ0476* NAD 83(1993)-  41 33 54.81939(N)    109 26 45.43926(W)     ADJUSTED  
 MQ0476* NAVD 88     -      2143.3    (meters)    7032.     (feet)  VERTCON   
 MQ0476  ___________________________________________________________________
 MQ0476  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 MQ0476  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 MQ0476
 MQ0476  HORZ ORDER  -  THIRD
 MQ0476
 MQ0476.The horizontal coordinates were established by classical geodetic methods
 MQ0476.and adjusted by the National Geodetic Survey in January 1997..
 MQ0476
 MQ0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0476
 MQ0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0476
 MQ0476.The geoid height was determined by GEOID03.
 MQ0476
 MQ0476;                    North         East     Units Scale Factor Converg.
 MQ0476;SPC WYWC     -   118,524.882   541,952.195   MT  0.99997895   -0 27 42.3
 MQ0476;UTM  12      - 4,602,671.827   629,576.572   MT  0.99980662   +1 01 52.4
 MQ0476
 MQ0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0476!SPC WYWC     -   0.99966623  x   0.99997895  =   0.99964519
 MQ0476!UTM  12      -   0.99966623  x   0.99980662  =   0.99947292
 MQ0476
 MQ0476:                Primary Azimuth Mark                     Grid Az
 MQ0476:SPC WYWC     -  HORSE                                    326 09 29.0
 MQ0476:UTM  12      -  HORSE                                    324 39 54.3
 MQ0476
 MQ0476|---------------------------------------------------------------------|
 MQ0476| PID    Reference Object                     Distance      Geod. Az  |
 MQ0476|                                                           dddmmss.s |
 MQ0476| MQ0472 HORSE                               APPROX. 7.8 KM 3254146.7 |
 MQ0476|---------------------------------------------------------------------|
 MQ0476
 MQ0476                          SUPERSEDED SURVEY CONTROL
 MQ0476
 MQ0476  NAD 83(1986)-  41 33 54.81079(N)    109 26 45.43311(W) AD(       ) 3
 MQ0476  NAD 27      -  41 33 54.94071(N)    109 26 42.94233(W) AD(       ) 3
 MQ0476  NGVD 29 (07/19/86) 2142.0    (m)         7028.     (f) VERT ANG       
 MQ0476
 MQ0476.Superseded values are not recommended for survey control.
 MQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0476.See file dsdata.txt to determine how the superseded data were derived.
 MQ0476
 MQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM2957702672(NAD 83)
 MQ0476_MARKER: DD = SURVEY DISK
 MQ0476_SETTING: 0 = UNSPECIFIED SETTING
 MQ0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0476
 MQ0476  HISTORY     - Date     Condition        Report By
 MQ0476  HISTORY     - 1955     MONUMENTED       USGS
 MQ0476  HISTORY     - 1958     GOOD             USGS
 MQ0476
 MQ0476                          STATION DESCRIPTION
 MQ0476
 MQ0476'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MQ0476'LOCATED ABOUT 4.0 MI. NW. OF GREEN RIVER, WYOMING, ON A BARE TOP S. OF
 MQ0476'SUMMIT OF MOUNTAIN RANGE.
 MQ0476'
 MQ0476'TO REACH FROM GREEN RIVER, WYOMING, POST OFFICE, GO S. ON U.S. HIGHWAY
 MQ0476'30 0.5 MI., TURN RIGHT (N.) AND MEANDER THROUGH RESIDENTIAL SECTION TO
 MQ0476'A RD. UP CANYON TO THE N., FOLLOW RD. 3.1 MI. TO A Y-RD., TURN LEFT,
 MQ0476'GO 1.5 MI. TO A PROMINENT TOP ABOUT 400 FT. N. OF RD. AND STATION
 MQ0476'SITE.
 MQ0476'
 MQ0476'STATION MARK--STANDARD TABLET, IN A CONCRETE POST, STAMPED ---GREEN
 MQ0476'1955---, PROJECTING 0.6 FT. ABOVE GROUND.
 MQ0476'
 MQ0476'REFERENCE MARKS--NONE.
 MQ0476
 MQ0476                          STATION RECOVERY (1958)
 MQ0476
 MQ0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 MQ0476'LOCATED ABOUT 4.0 MI. NW. OF GREEN RIVER, WYOMING, ON A BARE TOP S. OF
 MQ0476'SUMMIT OF MOUNTAIN RANGE.
 MQ0476'
 MQ0476'TO REACH FROM GREEN RIVER, WYOMING, POST OFFICE, GO S. ON U.S.
 MQ0476'HIGHWAY 30 0.5 MI., TURN RIGHT (N.) AND MEANDER THROUGH RESIDENTIAL
 MQ0476'SECTION TO A RD. UP CANYON TO THE N., FOLLOW RD. 3.1 MI. TO A Y-RD.,
 MQ0476'TURN LEFT, GO 1.5 MI. TO A PROMINENT TOP ABOUT 400 FT. N. OF RD. AND
 MQ0476'STATION SITE.
 MQ0476'
 MQ0476'RECOVERED.
 MQ0476'
 MQ0476'STATION MARK--STANDARD TABLET, IN A CONCRETE POST, STAMPED ---GREEN
 MQ0476'1955---, PROJECTING 0.6 FT. ABOVE GROUND.
 MQ0476'
 MQ0476'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0187 ***********************************************************************
 NS0187  DESIGNATION -  GREEN
 NS0187  PID         -  NS0187
 NS0187  STATE/COUNTY-  WY/FREMONT
 NS0187  USGS QUAD   -  SOAP HOLES (1951)
 NS0187
 NS0187                         *CURRENT SURVEY CONTROL
 NS0187  ___________________________________________________________________
 NS0187* NAD 83(1993)-  42 23 35.04212(N)    108 02 07.37949(W)     ADJUSTED  
 NS0187* NAVD 88     -      2364.1    (meters)    7756.     (feet)  VERTCON   
 NS0187  ___________________________________________________________________
 NS0187  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 NS0187  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 NS0187
 NS0187  HORZ ORDER  -  FIRST
 NS0187
 NS0187.The horizontal coordinates were established by classical geodetic methods
 NS0187.and adjusted by the National Geodetic Survey in January 1997..
 NS0187
 NS0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0187
 NS0187.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0187
 NS0187.The geoid height was determined by GEOID03.
 NS0187
 NS0187;                    North         East     Units Scale Factor Converg.
 NS0187;SPC WYWC     -   210,483.149   658,837.247   MT  0.99998008   +0 28 54.5
 NS0187;UTM  12      - 4,697,677.820   744,015.804   MT  1.00033268   +1 59 59.2
 NS0187;UTM  13      - 4,697,883.650   250,158.962   MT  1.00036808   -2 02 51.2
 NS0187
 NS0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0187!SPC WYWC     -   0.99963143  x   0.99998008  =   0.99961152
 NS0187!UTM  12      -   0.99963143  x   1.00033268  =   0.99996399
 NS0187!UTM  13      -   0.99963143  x   1.00036808  =   0.99999937
 NS0187
 NS0187:                Primary Azimuth Mark                     Grid Az
 NS0187:SPC WYWC     -  MYERS RANCH HOUSE W GABLE                018 48 23.7
 NS0187:UTM  12      -  MYERS RANCH HOUSE W GABLE                017 17 19.0
 NS0187:UTM  13      -  MYERS RANCH HOUSE W GABLE                021 20 09.4
 NS0187
 NS0187|---------------------------------------------------------------------|
 NS0187| PID    Reference Object                     Distance      Geod. Az  |
 NS0187|                                                           dddmmss.s |
 NS0187| CP6301 MYERS RANCH HOUSE W GABLE                          0191718.2 |
 NS0187| CP5453 GREEN RM 1                            4.095 METERS 03334     |
 NS0187| NR0462 CROOKS MTN BLM RAD MAST             APPROX. 6.4 KM 0825710.6 |
 NS0187| CP5454 GREEN RM 2                           10.354 METERS 18140     |
 NS0187| MQ0437 SALT LAKE OMAHA SITE 21 BCN         APPROX.84.7 KM 1954905.6 |
 NS0187| MQ0447 SALT LAKE OMAHA SITE 20 BCN         APPROX.92.7 KM 2081859.3 |
 NS0187| CP5534 HIGHEST PEAK DUE WEST                              2874033.6 |
 NS0187| NS0280 MT ARTER HIGHEST POINT                             2914124.1 |
 NS0187|---------------------------------------------------------------------|
 NS0187
 NS0187                          SUPERSEDED SURVEY CONTROL
 NS0187
 NS0187  NAD 83(1986)-  42 23 35.02811(N)    108 02 07.37801(W) AD(       ) 1
 NS0187  NAD 27      -  42 23 35.19100(N)    108 02 05.06700(W) AD(       ) 1
 NS0187  NGVD 29 (07/19/86) 2362.9    (m)         7752.     (f) VERT ANG       
 NS0187
 NS0187.Superseded values are not recommended for survey control.
 NS0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0187.See file dsdata.txt to determine how the superseded data were derived.
 NS0187
 NS0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM4401697678(NAD 83)
 NS0187_MARKER: DS = TRIANGULATION STATION DISK
 NS0187_SETTING: 66 = SET IN ROCK OUTCROP
 NS0187_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 NS0187
 NS0187  HISTORY     - Date     Condition        Report By
 NS0187  HISTORY     - 1931     MONUMENTED       NGS
 NS0187  HISTORY     - 1931     GOOD             USGS
 NS0187  HISTORY     - 1933     GOOD             CGS
 NS0187  HISTORY     - 1961     GOOD             USGS
 NS0187  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NS0187
 NS0187                          STATION DESCRIPTION
 NS0187
 NS0187'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 NS0187'FOUND AS DESCRIBED IN GOOD CONDITION.
 NS0187
 NS0187                          STATION RECOVERY (1933)
 NS0187
 NS0187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 NS0187'ABOUT 48 MILES (AIR LINE) SOUTHEAST OF LANDER, ABOUT 16 MILES
 NS0187'(AIR LINE) SOUTH OF SWEETWATER RIVER, ABOUT 15 MILES (AIR LINE)
 NS0187'SOUTH-SOUTHWEST OF MEYERS RANCH ON SWEETWATER RIVER, ABOUT
 NS0187'1 MILE WEST OF HAYPRESS CREEK, ON BARE-TOPPED MESA NEAR WESTERN
 NS0187'END OF GREEN MOUNTAINS AND BELIEVED TO BE IN SOUTH CENTRAL PART
 NS0187'T. 28 N., R. 94 W.  MOUNTAINS TO EAST OF STATION ARE HIGHER
 NS0187'AND PARTLY WOODED.  TO REACH FROM THE WIGWAM AT EDGE OF LANDER
 NS0187'GO SOUTHEAST 42 MILES ON U.S. HIGHWAY 287 TO WHERE ROAD FROM
 NS0187'RIVERTON VIA SANDRAW COMES IN FROM NORTH, CONTINUE ON U.S.
 NS0187'HIGHWAY 287 12.0 MILES TO WHERE ROAD TURNS LEFT TO LARGE
 NS0187'WHITE HOUSE ON RIVER (MEYERS PLACE), CONTINUE ON HIGHWAY 287
 NS0187'2.8 MILES, CROSSING SLOUGH AND PASSING FILLING STATION ON RIGHT,
 NS0187'THEN UP AND ALONG HILL ABOUT 300 YARDS TO POINT WHERE DIM
 NS0187'ROAD MAKES SHARP TURN TO RIGHT AROUND SOUTHEAST END OF
 NS0187'SMALL GRAVEL PIT, TURN RIGHT THROUGH END OF PIT, GO 0.6 MILE
 NS0187'TO FORK, TAKE LEFT FORK, GO 3.0 MILES TO WHERE ROAD RUNS
 NS0187'INTO WELL-WORN TRAIL, TURN RIGHT, GO 0.15 MILE TO WHERE
 NS0187'TRAIL LEADS TO POND AND VERY DIM ROAD FORKS TO LEFT, TAKE
 NS0187'ROAD TO LEFT, GO 0.8 MILE TO CROSSROAD (CROSSING DRAW AT
 NS0187'0.3 MILE), TURN LEFT AT CROSSROAD, GO 1.3 MILES TO ANOTHER
 NS0187'CROSSROAD, TURN RIGHT, GO 0.9 MILE TO FORK, TAKE RIGHT
 NS0187'FORK, GO 2.2 MILES TO CLUMP OF TREES ON WEST SIDE OF ROAD,
 NS0187'CONTINUE ON ROAD 0.1 MILE KEEPING STRAIGHT AHEAD AT FORK,
 NS0187'AND GO 1.8 MILES UP DRAW (TRUCK CAN BE DRIVEN ONLY 1 MILE
 NS0187'FARTHER SOUTH TO POINT ABOUT DUE EAST OF STATION), GO 1 MILE
 NS0187'SOUTH BEARING TO RIGHT ACROSS CREEK, AND UP SAGE BRUSH
 NS0187'SLOPE TO WEST TO STATION, A 45-MINUTE WALK.  MARKED BY
 NS0187'STANDARD STATION DISK IN BEDROCK.  REFERENCE MARKS
 NS0187'ARE STANDARD DISKS IN BEDROCK.  NO. 1 IS 13.45 FEET
 NS0187'FROM STATION.  NO. 2 IS 34.0 FEET
 NS0187'FROM STATION.  FOLLOWING BEARINGS ARE
 NS0187'FROM STATION--HIGHEST MOUNTAIN PEAK DUE WEST, N 72 DEG 19 MIN W.
 NS0187'MEYERS RANCH HOUSE, WEST GABLE, N 18 DEG 17 MIN E.
 NS0187
 NS0187                          STATION RECOVERY (1961)
 NS0187
 NS0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NS0187'NEW ROUTE DESCRIPTION FOLLOWS
 NS0187'
 NS0187'ABOUT 48 MI. (AIRLINE) SE. OF LANDER, ABOUT 16 MI. (AIRLINE) S. OF
 NS0187'SWEETWATER RIVER, ABOUT 12 MI. (AIRLINE) SW. OF MEYERS RANCH ON
 NS0187'SWEETWATER RIVER, ABOUT 1 MI. W. OF HAYPRESS CREEK, ON BARE-TOPPED
 NS0187'MESA NEAR WESTERN END OF CROOKS MOUNTAIN, IN THE SE. 1/4 OF SEC. 15,
 NS0187'T 28 N, R 94 W.  MOUNTAINS TO E. OF STATION ARE HIGHER AND PARTLY
 NS0187'WOODED.  TO REACH FROM LANDER, GO SE. ON U.S. HIGHWAY 287 FOR 50 MI.
 NS0187'TO HAPPY SPRINGS UNIT NO. 7 SIGN ON RIGHT.  TURN RIGHT AND PROCEED S.
 NS0187'OVER WELL-TRAVELED RD. 4.5 MI. TO RD. FORK.  TAKE RIGHT FORK 2.2 MI.
 NS0187'TO ANOTHER RD. FORK.  PROCEED ON LEFT FORK 1.5 MI. TO STOCK
 NS0187'RESERVOIR, CONTINUE STRAIGHT AHEAD ALONG E. SIDE OF HAYPRESS CREEK
 NS0187'1.3 MI. TO RD. FORKS.  TAKE RIGHT FORK 0.7 MI. UP RIDGE TO RD.
 NS0187'INTERSECTION.  TURN RIGHT AT INTERSECTION 0.7 MI. TO RD. FORK.  GO
 NS0187'ACROSS COUNTRY 0.7 MI. DUE N. TO E. SIDE OF FLAT TOP.  END OF TRUCK
 NS0187'TRAVEL.  STATION IS LOCATED DIRECTLY W. ON TOP OF MESA.
 NS0187'
 NS0187'STATION RECOVERED, ALL MARKS IN GOOD CONDITION.
 NS0187'
 NS0187'STATION WAS REACHED BY HELICOPTER SO THE -TO REACH- PART OF
 NS0187'DESCRIPTION OF F. LEURS, 1951 WAS NOT CHECKED.
 NS0187'
 NS0187'STATION MARK--A STANDARD USC AND GS DISK STAMPED ---GREEN 1931---,
 NS0187'SET IN BEDROCK.
 NS0187'
 NS0187'REFERENCE MARKS--NONE.
 NS0187
 NS0187                          STATION RECOVERY (1972)
 NS0187
 NS0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 NS0187'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 NS0187'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 NS0187'AND DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH
 NS0187'THE 1931 OBSERVATIONS.  AN AZIMUTH MARK WAS NOT ESTABLISHED
 NS0187'AT THIS DATE.  BECAUSE OF CHANGES IN THE ROADS IN THE AREA A
 NS0187'COMPLETE NEW DESCRIPTION FOLLOWS.
 NS0187'
 NS0187'THE STATION IS LOCATED ABOUT 48 MILES SOUTHEAST OF LANDER, 13
 NS0187'MILES SOUTHWEST OF JEFFREY CITY, 9 MILES SOUTH OF U.S. HIGHWAY
 NS0187'287, 3 MILES WEST OF CROOK MOUNTAIN AND ON THE SOUTHEAST END
 NS0187'OF GREEN MOUNTAIN.  THE PROPERTY IS OWNED BY THE U.S. GOVERNMENT
 NS0187'AND CONTROLLED BY THE BUREAU OF LAND MANAGEMENT, DISTRICT OFFICE,
 NS0187'LANDER.
 NS0187'
 NS0187'TO REACH THE STATION FROM THE MAIN CROSSROAD IN JEFFREY CITY
 NS0187'GO WEST ON U.S. HIGHWAY 287 FOR 7.6 MILES TO A SIDE ROAD LEFT
 NS0187'AND A MAIL BOX, (H.D. CULVER).  TURN LEFT, CROSSING THE CATTLE
 NS0187'GUARD, THENCE TURN SHARP RIGHT AND GO WEST, FOLLOWING ALONG
 NS0187'THE SOUTH SIDE OF THE FENCE, ON THE TRACK ROAD FOR 0.4 MILE TO
 NS0187'WHERE THE ROAD CROSSES AN UNDERGROUND TELEPHONE CABLE.  CONTINUE
 NS0187'AHEAD SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 6.7 MILES TO A
 NS0187'FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHWEST UPHILL FOR
 NS0187'0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHERLY ON
 NS0187'THE MAIN ROAD FOR 0.9 MILE TO A CROSSROAD.  CONTINUE SOUTH
 NS0187'ON THE MAIN ROAD FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 NS0187'AND CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 1.5 MILES TO THE
 NS0187'TOP OF THE RIDGE AND A DIM TRACK ROAD RIGHT.  TURN RIGHT
 NS0187'AND GO WESTERLY, UPHILL ON THE TRACK ROAD FOR 0.6 MILE TO
 NS0187'THE TOP OF THE HILL AND THE STATION AS DESCRIBED.  A FOURWHEEL
 NS0187'DRIVE VEHICLE IS NEEDED FOR THE LAST 0.6 MILE.
 NS0187'
 NS0187'THE STATION MARK IS A STANDARD DISK STAMPED GREEN 1931, CEMENTED
 NS0187'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 113 FEET SOUTHWEST
 NS0187'OF A 4X4 WOODEN POST.
 NS0187'
 NS0187'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GREEN NO 1 1931,
 NS0187'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 99 FEET
 NS0187'SOUTHWEST OF A 4X4 WOODEN POST.
 NS0187'
 NS0187'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GREEN NO 2 1931,
 NS0187'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 143
 NS0187'FEET SOUTH-SOUTHWEST OF A 4X4 WOODEN POST.
 NS0187'
 NS0187'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 NS0187'SOUTHWEST OF JEFFREY CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0362 ***********************************************************************
 OW0362  DESIGNATION -  GREEN
 OW0362  PID         -  OW0362
 OW0362  STATE/COUNTY-  WY/SUBLETTE
 OW0362  USGS QUAD   -  BIG SHEEP MOUNTAIN (1993)
 OW0362
 OW0362                         *CURRENT SURVEY CONTROL
 OW0362  ___________________________________________________________________
 OW0362* NAD 83(1993)-  43 16 30.35148(N)    109 52 42.13922(W)     ADJUSTED  
 OW0362* NAVD 88     -      3542.9    (meters)   11624.     (feet)  VERTCON   
 OW0362  ___________________________________________________________________
 OW0362  LAPLACE CORR-           8.58  (seconds)                    DEFLEC99
 OW0362  GEOID HEIGHT-          -8.39  (meters)                     GEOID03
 OW0362
 OW0362  HORZ ORDER  -  THIRD
 OW0362
 OW0362.The horizontal coordinates were established by classical geodetic methods
 OW0362.and adjusted by the National Geodetic Survey in January 1997..
 OW0362
 OW0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0362
 OW0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0362
 OW0362.The geoid height was determined by GEOID03.
 OW0362
 OW0362;                    North         East     Units Scale Factor Converg.
 OW0362;SPC WY W     -   408,234.353   816,636.954   MT  0.99994090   +0 08 25.8
 OW0362;UTM  12      - 4,791,975.374   591,013.494   MT  0.99970190   +0 46 08.2
 OW0362
 OW0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0362!SPC WY W     -   0.99944603  x   0.99994090  =   0.99938696
 OW0362!UTM  12      -   0.99944603  x   0.99970190  =   0.99914810
 OW0362
 OW0362:                Primary Azimuth Mark                     Grid Az
 OW0362:SPC WY W     -  GANNETT PEAK CAIRN                       118 47 43.3
 OW0362:UTM  12      -  GANNETT PEAK CAIRN                       118 10 00.9
 OW0362
 OW0362|---------------------------------------------------------------------|
 OW0362| PID    Reference Object                     Distance      Geod. Az  |
 OW0362|                                                           dddmmss.s |
 OW0362| OW0356 GANNETT PEAK CAIRN                  APPROX.20.8 KM 1185609.1 |
 OW0362| OW0363 BIG BEND                            APPROX. 7.4 KM 3161712.9 |
 OW0362|---------------------------------------------------------------------|
 OW0362
 OW0362                          SUPERSEDED SURVEY CONTROL
 OW0362
 OW0362  NAD 83(1986)-  43 16 30.33996(N)    109 52 42.12732(W) AD(       ) 3
 OW0362  NAD 27      -  43 16 30.52875(N)    109 52 39.55393(W) AD(       ) 3
 OW0362  NGVD 29 (07/19/86) 3541.3    (m)        11618.     (f) VERT ANG       
 OW0362
 OW0362.Superseded values are not recommended for survey control.
 OW0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0362.See file dsdata.txt to determine how the superseded data were derived.
 OW0362
 OW0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN9101391975(NAD 83)
 OW0362
 OW0362  HISTORY     - Date     Condition        Report By
 OW0362  HISTORY     - 1905     MONUMENTED       USGS
 OW0362  HISTORY     - 1968     GOOD             USGS
 OW0362
 OW0362                          STATION DESCRIPTION
 OW0362
 OW0362'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OW0362'LOCATED ON TOP OF BIG SHEEP MOUNTAIN.
 OW0362'
 OW0362'RECOVERED BY HELICOPTER.
 OW0362'
 OW0362'STATION MARK - STANDARD USGS TRIANGULATION TABLET ORIGINALLY SET AS
 OW0362'REFERENCE MARK FOR STATION ---GREEN RIVER---(ABANDONED).  STAMPED
 OW0362'---VABM GREEN 1968---.  STAMPING ADDED IN 1968.
 OW0362'
 OW0362'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0440 ***********************************************************************
 PX0440  DESIGNATION -  GREEN
 PX0440  PID         -  PX0440
 PX0440  STATE/COUNTY-  WY/PARK
 PX0440  USGS QUAD   -  FLAG PEAK (1991)
 PX0440
 PX0440                         *CURRENT SURVEY CONTROL
 PX0440  ___________________________________________________________________
 PX0440* NAD 83(1993)-  44 23 07.28311(N)    109 30 27.50380(W)     ADJUSTED  
 PX0440* NAVD 88     -      2960.0    (meters)    9711.     (feet)  VERTCON   
 PX0440  ___________________________________________________________________
 PX0440  LAPLACE CORR-         -19.70  (seconds)                    DEFLEC99
 PX0440  GEOID HEIGHT-          -8.45  (meters)                     GEOID03
 PX0440
 PX0440  HORZ ORDER  -  THIRD
 PX0440
 PX0440.The horizontal coordinates were established by classical geodetic methods
 PX0440.and adjusted by the National Geodetic Survey in January 1997..
 PX0440
 PX0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0440
 PX0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0440
 PX0440.The geoid height was determined by GEOID03.
 PX0440
 PX0440;                    North         East     Units Scale Factor Converg.
 PX0440;SPC WYWC     -   431,845.108   539,631.008   MT  0.99998230   -0 31 47.9
 PX0440;UTM  12      - 4,915,757.971   618,871.820   MT  0.99977378   +1 02 38.4
 PX0440
 PX0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0440!SPC WYWC     -   0.99953742  x   0.99998230  =   0.99951973
 PX0440!UTM  12      -   0.99953742  x   0.99977378  =   0.99931131
 PX0440
 PX0440:                Primary Azimuth Mark                     Grid Az
 PX0440:SPC WYWC     -  TABLE                                    085 06 05.5
 PX0440:UTM  12      -  TABLE                                    083 31 39.2
 PX0440
 PX0440|---------------------------------------------------------------------|
 PX0440| PID    Reference Object                     Distance      Geod. Az  |
 PX0440|                                                           dddmmss.s |
 PX0440| PX0437 TABLE                               APPROX. 5.7 KM 0843417.6 |
 PX0440|---------------------------------------------------------------------|
 PX0440
 PX0440                          SUPERSEDED SURVEY CONTROL
 PX0440
 PX0440  NAD 83(1986)-  44 23 07.27138(N)    109 30 27.49308(W) AD(       ) 3
 PX0440  NAD 27      -  44 23 07.43622(N)    109 30 24.88935(W) AD(       ) 3
 PX0440  NGVD 29 (07/19/86) 2958.6    (m)         9707.     (f) VERT ANG       
 PX0440
 PX0440.Superseded values are not recommended for survey control.
 PX0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0440.See file dsdata.txt to determine how the superseded data were derived.
 PX0440
 PX0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1887215758(NAD 83)
 PX0440_MARKER: DD = SURVEY DISK
 PX0440_SETTING: 80 = SET IN A BOULDER
 PX0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0440+STABILITY: SURFACE MOTION
 PX0440
 PX0440  HISTORY     - Date     Condition        Report By
 PX0440  HISTORY     - 1954     MONUMENTED       USGS
 PX0440
 PX0440                          STATION DESCRIPTION
 PX0440
 PX0440'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0440'STATION IS LOCATED ABOUT 8 MI. S.AND 25 MI. W. OF CODY WYOMING. AT THE
 PX0440'EXTREME W. END OF TABLE MOUNTAIN, ON NARROW DIVIDE BETWEEN THE NORTH
 PX0440'FORK AND THE SOUTH FORK OF THE SHOSHONE RIVER.
 PX0440'
 PX0440'TO REACH FROM POST OFFICE IN CODY, WYOMING, PROCEED WESTERLY ALONG
 PX0440'HIGHWAY 20 2.2 MI., THENCE LEFT SW. ALONG STATE SECONDARY HIGHWAY 148,
 PX0440'19.6 MI., GO RIGHT ACROSS CATTLEGUARD 0.9 MI. CROSSING BRIDGE OVER N.
 PX0440'FORK SHOSHONE RIVER AND ANOTHER CATTLEGUARD, TURN LEFT ABOUT 500 FT.
 PX0440'BEYOND CATTLEGUARD FOLLOWING TRACK RD. 3.5 MI. GO RIGHT W. ALONG TRACK
 PX0440'RD. 1.9 MI. TO BARN, TAKE SHARP RIGHT TURN ALONG FENCE 0.1 MI. TO GATE
 PX0440'GO LEFT THROUGH GATE, UP STEEP DRAIN AND ALONG RIDGE 1.5 MI. TO GATE,
 PX0440'KEEP TO MAIN RIDGE WESTERLY 1.0 MI. TO GATE IN NATIONAL FOREST
 PX0440'BOUNDARY FENCE, FOLLOW RIDGE LINES WESTERLY CROSSING NUMEROUS SADDLES
 PX0440'AND TOPS ABOUT 4 MI. TO END OF TRUCK TRAVEL.  STATION LIES ABOUT 0.5
 PX0440'MI. W. ON NARROW TOP.
 PX0440'
 PX0440'STATION MARK - STANDARD TABLET CEMENTED IN BOULDER 17 FT. W. OF TOP
 PX0440'AND 1/2 FT. LOWER, STAMPED --- GREEN 1954 ---.
 PX0440'
 PX0440'REFERENCE MARK NO.1 - A COPPER NAIL AND WASHER CEMENTED IN ROCK
 PX0440'OUTCROP DISTANT 45.50 FT., N 74 DEG 24 MIN E.
 PX0440'
 PX0440'REFERENCE MARK NO.2 - A 3/4 IN. DRILL HOLE IN BOULDER DISTANT 52.19
 PX0440'FT., N 28 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0527 ***********************************************************************
 NR0527  DESIGNATION -  GREEN
 NR0527  PID         -  NR0527
 NR0527  STATE/COUNTY-  WY/CARBON
 NR0527  USGS QUAD   -  LEO (1982)
 NR0527
 NR0527                         *CURRENT SURVEY CONTROL
 NR0527  ___________________________________________________________________
 NR0527* NAD 83(1993)-  42 21 02.86953(N)    106 50 23.48193(W)     ADJUSTED  
 NR0527* NAVD 88     -      2085.8    (meters)    6843.     (feet)  VERTCON   
 NR0527  ___________________________________________________________________
 NR0527  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 NR0527  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 NR0527
 NR0527  HORZ ORDER  -  THIRD
 NR0527
 NR0527.The horizontal coordinates were established by classical geodetic methods
 NR0527.and adjusted by the National Geodetic Survey in January 1997..
 NR0527
 NR0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0527
 NR0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0527
 NR0527.The geoid height was determined by GEOID03.
 NR0527
 NR0527;                    North         East     Units Scale Factor Converg.
 NR0527;SPC WYEC     -   305,658.613   440,657.148   MT  0.99995783   +0 19 56.8
 NR0527;UTM  13      - 4,690,365.360   348,464.789   MT  0.99988254   -1 14 22.9
 NR0527
 NR0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0527!SPC WYEC     -   0.99967495  x   0.99995783  =   0.99963279
 NR0527!UTM  13      -   0.99967495  x   0.99988254  =   0.99955752
 NR0527
 NR0527:                Primary Azimuth Mark                     Grid Az
 NR0527:SPC WYEC     -  PYRAMID                                  249 48 21.6
 NR0527:UTM  13      -  PYRAMID                                  251 22 41.3
 NR0527
 NR0527|---------------------------------------------------------------------|
 NR0527| PID    Reference Object                     Distance      Geod. Az  |
 NR0527|                                                           dddmmss.s |
 NR0527| NR0390 PYRAMID                             APPROX. 2.8 KM 2500818.4 |
 NR0527|---------------------------------------------------------------------|
 NR0527
 NR0527                          SUPERSEDED SURVEY CONTROL
 NR0527
 NR0527  NAD 83(1986)-  42 21 02.85613(N)    106 50 23.46710(W) AD(       ) 3
 NR0527  NGVD 29 (09/08/93) 2084.7    (m)         6840.     (f) VERT ANG       
 NR0527
 NR0527.Superseded values are not recommended for survey control.
 NR0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0527.See file dsdata.txt to determine how the superseded data were derived.
 NR0527
 NR0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4846590365(NAD 83)
 NR0527_MARKER: DS = TRIANGULATION STATION DISK
 NR0527_SETTING: 0 = UNSPECIFIED SETTING
 NR0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0527
 NR0527  HISTORY     - Date     Condition        Report By
 NR0527  HISTORY     - 1948     MONUMENTED       USGS
 NR0527
 NR0527                          STATION DESCRIPTION
 NR0527
 NR0527'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0527'STATION IS LOCATED ABOUT 1 MI. NE. FROM PYRAMID PEAK, IN THE CENTER
 NR0527'PART OF SEC. 36, T 28 N, R 84 W, ON TOP OF RIDGE RUNNING N. AND S.
 NR0527'ABOUT 3.0 MI. S. FROM PEDRO SCHOOL HOUSE.
 NR0527'
 NR0527'TO REACH FROM ALCOVA VILLAGE, FOLLOW COUNTY RD. S. FROM ALCOVA BRIDGE
 NR0527'OVER THE NORTH PLATTE RIVER 10.3 MI. TO CROSSROAD, TURN RIGHT ON PEDRO
 NR0527'RD. AND GO 3.3 MI. SW. TO CANYON CREEK, FORD CREEK, CONTINUE 0.1 MI.
 NR0527'TO CATTLEGUARD, CONTINUE 2.0 MI. TO FORK IN RD., TAKE LEFT FORK AND GO
 NR0527'0.1 MI. TO GATE, TURN LEFT (S.) AT FORK 3 YDS. FROM GATE AND FOLLOW
 NR0527'RIDGE RD. 2.1 MI. TO FORK, KEEP ON RIDGE RD. AND GO S. 0.8 MI. TO
 NR0527'STATION.  THE STATION IS 16 FT. W. FROM THE CENTER OF THE RD.
 NR0527'
 NR0527'STATION MARK--STANDARD TABLET SET IN TOP OF A CONCRETE POST
 NR0527'PROJECTING 6 IN. ABOVE THE GROUND, AND STAMPED---GREEN 1948---,
 NR0527'STAMPED---VABM 6844---.
 NR0527'
 NR0527'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TOP OF CONCRETE POST
 NR0527'BURIED IN GROUND, 49.1 FT. N. OF STATION MARK N 49 DEGREES
 NR0527'09 MINUTES, SW.
 NR0527'
 NR0527'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TOP OF CONCRETE POST
 NR0527'BURIED IN GROUND, 47.4 FT. E. OF STATION MARK N 40 DEGREES
 NR0527'07 MINUTES, NW.
 NR0527'
 NR0527'(OK AS DESCRIBED -53 JWG)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1258 ***********************************************************************
 MO1258  DESIGNATION -  GREEN HILL
 MO1258  PID         -  MO1258
 MO1258  STATE/COUNTY-  WY/ALBANY
 MO1258  USGS QUAD   -  LARAMIE (1978)
 MO1258
 MO1258                         *CURRENT SURVEY CONTROL
 MO1258  ___________________________________________________________________
 MO1258* NAD 83(1993)-  41 18 58.15848(N)    105 34 37.34047(W)     ADJUSTED  
 MO1258* NAVD 88     -      2199.6    (meters)    7217.     (feet)  VERTCON   
 MO1258  ___________________________________________________________________
 MO1258  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 MO1258  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO1258
 MO1258  HORZ ORDER  -  SECOND
 MO1258
 MO1258.The horizontal coordinates were established by classical geodetic methods
 MO1258.and adjusted by the National Geodetic Survey in January 1997..
 MO1258
 MO1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1258
 MO1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1258
 MO1258.The geoid height was determined by GEOID03.
 MO1258
 MO1258;                    North         East     Units Scale Factor Converg.
 MO1258;SPC WY E     -    90,711.342   165,640.863   MT  0.99995202   -0 16 15.4
 MO1258;UTM  13      - 4,574,014.818   451,702.662   MT  0.99962871   -0 22 51.5
 MO1258
 MO1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1258!SPC WY E     -   0.99965690  x   0.99995202  =   0.99960894
 MO1258!UTM  13      -   0.99965690  x   0.99962871  =   0.99928574
 MO1258
 MO1258:                Primary Azimuth Mark                     Grid Az
 MO1258:SPC WY E     -  LARAMIE THIRD STREET CHURCH              251 58 54.4
 MO1258:UTM  13      -  LARAMIE THIRD STREET CHURCH              252 05 30.5
 MO1258
 MO1258|---------------------------------------------------------------------|
 MO1258| PID    Reference Object                     Distance      Geod. Az  |
 MO1258|                                                           dddmmss.s |
 MO1258| MO1260 LARAMIE THIRD STREET CHURCH         APPROX. 1.4 KM 2514239.0 |
 MO1258| MO1257 LARAMIE UNIV OF WYO STACK           APPROX. 0.5 KM 2551354.2 |
 MO1258| MO1263 LARAMIE AIRPORT BEACON              APPROX. 7.9 KM 2731349.1 |
 MO1258| CQ3845 GREEN HILL RM 1                      13.354 METERS 27657     |
 MO1258| MO0594 LARAMIE                             APPROX. 2.3 KM 3392545.2 |
 MO1258| CQ3846 GREEN HILL RM 2                      13.122 METERS 35855     |
 MO1258|---------------------------------------------------------------------|
 MO1258
 MO1258                          SUPERSEDED SURVEY CONTROL
 MO1258
 MO1258  NAD 83(1986)-  41 18 58.14263(N)    105 34 37.33914(W) AD(       ) 2
 MO1258  NAD 27      -  41 18 58.22500(N)    105 34 35.39200(W) AD(       ) 2
 MO1258  NGVD 29 (07/19/86) 2198.6    (m)         7213.     (f) VERT ANG       
 MO1258
 MO1258.Superseded values are not recommended for survey control.
 MO1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1258.See file dsdata.txt to determine how the superseded data were derived.
 MO1258
 MO1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5170374015(NAD 83)
 MO1258_MARKER: DS = TRIANGULATION STATION DISK
 MO1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1258
 MO1258  HISTORY     - Date     Condition        Report By
 MO1258  HISTORY     - 1948     MONUMENTED       CGS
 MO1258  HISTORY     - 1962     MARK NOT FOUND   USGS
 MO1258  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 MO1258
 MO1258                          STATION DESCRIPTION
 MO1258
 MO1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1258'THE STATION IS LOCATED IN THE NORTHEASTERN PART OF LARAMIE
 MO1258'IN THE NORTHWESTERN PART OF THE GREEN HILL CEMETERY, WHICH
 MO1258'IS AT THE EAST END OF BRADLEY STREET.  THE STATION MARK PROJECTS
 MO1258'2 INCHES, IS SET 150 FEET NORTH OF THE CEMETERY ENTRANCE,
 MO1258'6 PACES EAST OF ROAD, 6 FEET NORTH OF A WHITE WITNESS POST
 MO1258'AND 3 FEET EAST OF A FENCE.  IT IS STAMPED, GREEN HILL 1948.
 MO1258'
 MO1258'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, IS SET ON THE OPPOSITE
 MO1258'SIDE OF ROAD AND 2 FEET LOWER THAN THE STATION MARK.  IT IS
 MO1258'1 FOOT NORTH OF A WHITE POST AT A FENCE CORNER AND IS STAMPED,
 MO1258'GREEN HILL NO 1 1948.
 MO1258'
 MO1258'REFERENCE MARK NO. 2 PROJECTS 2 INCHES, IS SET 2 FEET EAST OF
 MO1258'A FENCE AT THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED,
 MO1258'GREEN HILL NO 2 1948.
 MO1258'
 MO1258'STATION LARAMIE 1933 IS THE AZIMUTH MARK.
 MO1258
 MO1258                          STATION RECOVERY (1962)
 MO1258
 MO1258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MO1258'STATION WAS NOT FOUND AFTER A THOROUGH SEARCH.
 MO1258'
 MO1258'REFERENCE MARK NO. 2 WAS FOUND DESTROYED, AND REFERENCE MARK
 MO1258'NO. 1 IS PROBABLY BURIED BY CONSTRUCTION OF THE STREET.
 MO1258
 MO1258                          STATION RECOVERY (1992)
 MO1258
 MO1258'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0474 ***********************************************************************
 MQ0474  DESIGNATION -  GREEN RIVER
 MQ0474  PID         -  MQ0474
 MQ0474  STATE/COUNTY-  WY/SWEETWATER
 MQ0474  USGS QUAD   -  GREEN RIVER (1980)
 MQ0474
 MQ0474                         *CURRENT SURVEY CONTROL
 MQ0474  ___________________________________________________________________
 MQ0474* NAD 83(1993)-  41 32 09.10606(N)    109 27 46.14460(W)     ADJUSTED  
 MQ0474* NAVD 88     -      2051.4    (meters)    6730.     (feet)  VERTCON   
 MQ0474  ___________________________________________________________________
 MQ0474  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 MQ0474  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 MQ0474
 MQ0474  HORZ ORDER  -  SECOND
 MQ0474
 MQ0474.The horizontal coordinates were established by classical geodetic methods
 MQ0474.and adjusted by the National Geodetic Survey in January 1997..
 MQ0474
 MQ0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0474
 MQ0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0474
 MQ0474.The geoid height was determined by GEOID03.
 MQ0474
 MQ0474;                    North         East     Units Scale Factor Converg.
 MQ0474;SPC WYWC     -   115,275.137   540,518.809   MT  0.99998102   -0 28 21.6
 MQ0474;UTM  12      - 4,599,386.427   628,228.554   MT  0.99980235   +1 01 09.9
 MQ0474
 MQ0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0474!SPC WYWC     -   0.99968065  x   0.99998102  =   0.99966168
 MQ0474!UTM  12      -   0.99968065  x   0.99980235  =   0.99948306
 MQ0474
 MQ0474:                Primary Azimuth Mark                     Grid Az
 MQ0474:SPC WYWC     -  GREEN RIVER AZ MK                        048 57 20.0
 MQ0474:UTM  12      -  GREEN RIVER AZ MK                        047 27 48.5
 MQ0474
 MQ0474|---------------------------------------------------------------------|
 MQ0474| PID    Reference Object                     Distance      Geod. Az  |
 MQ0474|                                                           dddmmss.s |
 MQ0474| CP5458 GREEN RIVER AZ MK                                  0482858.4 |
 MQ0474| CP5460 GREEN RIVER RM 2                      8.738 METERS 07147     |
 MQ0474| MQ0471 AIRWAY BCN 15 4 MI ENE GREEN R      APPROX. 6.4 KM 0740013.0 |
 MQ0474| MQ0497 MICROWAVE STA 4 MI S GREEN R        APPROX. 6.8 KM 1931124.5 |
 MQ0474| MQ0475 GREEN RIVER UP RR SHOPS STACK       APPROX. 1.1 KM 2273909.8 |
 MQ0474| CP5459 GREEN RIVER RM 1                     17.233 METERS 31609     |
 MQ0474|---------------------------------------------------------------------|
 MQ0474
 MQ0474                          SUPERSEDED SURVEY CONTROL
 MQ0474
 MQ0474  NAD 83(1986)-  41 32 09.09846(N)    109 27 46.13711(W) AD(       ) 2
 MQ0474  NAD 27      -  41 32 09.22690(N)    109 27 43.64470(W) AD(       ) 2
 MQ0474  NGVD 29 (07/19/86) 2050.1    (m)         6726.     (f) VERT ANG       
 MQ0474
 MQ0474.Superseded values are not recommended for survey control.
 MQ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0474.See file dsdata.txt to determine how the superseded data were derived.
 MQ0474
 MQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2822999386(NAD 83)
 MQ0474_MARKER: DS = TRIANGULATION STATION DISK
 MQ0474_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0474
 MQ0474  HISTORY     - Date     Condition        Report By
 MQ0474  HISTORY     - 1962     MONUMENTED       CGS
 MQ0474
 MQ0474                          STATION DESCRIPTION
 MQ0474
 MQ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0474'STATION IS LOCATED ABOUT 1/2 MILE NORTH OF GREEN RIVER ON
 MQ0474'THE SOUTH EDGE OF A BLUFF OVERLOOKING THE TOWN.  SEVERAL
 MQ0474'TELEVISION ANTENNAE ARE ON THE SAME BLUFF AS STATION.
 MQ0474'
 MQ0474'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 MQ0474'30 AND 7TH STREET WEST, IN THE WESTERN PART OF GREEN RIVER,
 MQ0474'GO NORTH 0.2 MILE, ON 7TH STREET TO 5TH STREET NORTH.  TURN
 MQ0474'LEFT AND GO WESTERLY, ON 5TH STREET NORTH, 0.1 MILE TO WHITE
 MQ0474'MOUNTAIN ROAD.  TURN RIGHT AND GO NORTHERLY, ON DIRT ROAD,
 MQ0474'UP CANYON 2.1 MILES TO T ROAD ON THE RIGHT.  TURN RIGHT AND
 MQ0474'FOLLOW T ROAD SOUTHERLY 0.85 MILE TO THE AZIMUTH MARK ON THE
 MQ0474'WEST SIDE OF THE ROAD.  CONTINUE SOUTHERLY 0.6 MILE TO FORK.
 MQ0474'TAKE LEFT FORK AND GO SOUTHERLY 0.1 MILE TO THE EDGE OF
 MQ0474'BLUFF AND STATION.
 MQ0474'
 MQ0474'STATION, STAMPED GREEN RIVER 1962, IS A STANDARD USC AND GS
 MQ0474'BRONZE DISK CEMENTED IN A DRILL HOLE IN BED ROCK THAT IS
 MQ0474'FLUSH WITH THE GROUND ON THE NORTH SIDE AND PROJECTS ABOUT
 MQ0474'6-INCHES ON THE SOUTH SIDE.  IT IS 118.5 FEET SOUTHEAST OF THE
 MQ0474'CENTER ONE OF THREE WOODEN POLES AND 45.0 FEET NORTHEAST OF
 MQ0474'POWER LINE POLE.
 MQ0474'
 MQ0474'R.M. 1, STAMPED GREEN RIVER NO 1 1962, IS A STANDARD USC AND
 MQ0474'GS BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK
 MQ0474'THAT IS 4 X 6 FEET AND FLUSH WITH THE GROUND.  IT IS 63.0 FEET
 MQ0474'SOUTHEAST OF THE CENTER ONE OF THREE WOODEN POLES, 6.0 FEET
 MQ0474'WEST NORTHWEST OF THE CENTER OF A 2 FOOT SQUARE CONCRETE
 MQ0474'FOUNDATION AND ABOUT 1 FOOT BELOW STATION ELEVATION.
 MQ0474'
 MQ0474'R.M. 2, STAMPED GREEN RIVER NO 2 1962, IS A STANDARD USC AND
 MQ0474'GS BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 MQ0474'THAT IS 2 FEET SQUARE AND FLUSH WITH THE GROUND.  IT IS
 MQ0474'89.4 FEET SOUTH OF A SMALL METAL MAST AND ABOUT 1 FOOT ABOVE
 MQ0474'STATION ELEVATION.
 MQ0474'
 MQ0474'AZIMUTH MARK, STAMPED GREEN RIVER 1962, IS A STANDARD USC AND
 MQ0474'GS BRONZE DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP.
 MQ0474'IT IS 30.5 FEET WEST OF THE CENTERLINE OF DIRT ROAD, 12.0
 MQ0474'FEET WEST OF THE EAST EDGE OF ROCK OUTCROP AND 8.6 FEET WEST
 MQ0474'OF METAL WITNESS POST.  A PORTION OF THE ROCK OUTCROP ABOUT
 MQ0474'4.0 FEET TO THE NORTH IS ABOUT 2 FEET ABOVE MARK ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0475 ***********************************************************************
 MQ0475  DESIGNATION -  GREEN RIVER UP RR SHOPS STACK
 MQ0475  PID         -  MQ0475
 MQ0475  STATE/COUNTY-  WY/SWEETWATER
 MQ0475  USGS QUAD   -  GREEN RIVER (1980)
 MQ0475
 MQ0475                         *CURRENT SURVEY CONTROL
 MQ0475  ___________________________________________________________________
 MQ0475* NAD 83(1993)-  41 31 45.16220(N)    109 28 21.10225(W)     ADJUSTED  
 MQ0475* NAVD 88     -                                                        
 MQ0475  ___________________________________________________________________
 MQ0475  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 MQ0475  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 MQ0475
 MQ0475  HORZ ORDER  -  THIRD
 MQ0475
 MQ0475.The horizontal coordinates were established by classical geodetic methods
 MQ0475.and adjusted by the National Geodetic Survey in January 1997..
 MQ0475
 MQ0475
 MQ0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0475
 MQ0475.The geoid height was determined by GEOID03.
 MQ0475
 MQ0475;                    North         East     Units Scale Factor Converg.
 MQ0475;SPC WYWC     -   114,543.210   539,702.337   MT  0.99998223   -0 28 44.6
 MQ0475;UTM  12      - 4,598,633.625   627,431.560   MT  0.99979984   +1 00 46.3
 MQ0475
 MQ0475                          SUPERSEDED SURVEY CONTROL
 MQ0475
 MQ0475  NAD 83(1986)-  41 31 45.15446(N)    109 28 21.09686(W) AD(       ) 4
 MQ0475  NAD 27      -  41 31 45.28300(N)    109 28 18.60400(W) AD(       ) 3
 MQ0475
 MQ0475.Superseded values are not recommended for survey control.
 MQ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0475.See file dsdata.txt to determine how the superseded data were derived.
 MQ0475
 MQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2743298634(NAD 83)
 MQ0475_MARKER: 63 = STACK
 MQ0475
 MQ0475  HISTORY     - Date     Condition        Report By
 MQ0475  HISTORY     - 1962     FIRST OBSERVED   CGS
 MQ0475
 MQ0475                          STATION DESCRIPTION
 MQ0475
 MQ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0475'THE STATION IS LOCATED SOUTHWEST OF THE BUSINESS DISTRICT
 MQ0475'OF GREEN RIVER, ABOUT 1/4 MILE SOUTH OF U.S. HIGHWAY 30 AND
 MQ0475'ABOUT 1/8 MILE WEST OF THE UNION PACIFIC DEPOT.
 MQ0475'
 MQ0475'IT IS A BRICK STACK APPROXIMATELY 200 FEET HIGH.  THE POINT
 MQ0475'OBSERVED WAS THE TOP CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1240 ***********************************************************************
 MO1240  DESIGNATION -  GREENTOP
 MO1240  PID         -  MO1240
 MO1240  STATE/COUNTY-  WY/ALBANY
 MO1240  USGS QUAD   -  GREEN TOP MOUNTAIN (1992)
 MO1240
 MO1240                         *CURRENT SURVEY CONTROL
 MO1240  ___________________________________________________________________
 MO1240* NAD 83(1993)-  41 21 00.74292(N)    105 19 50.98207(W)     ADJUSTED  
 MO1240* NAVD 88     -      2473.3    (meters)    8114.     (feet)  VERTCON   
 MO1240  ___________________________________________________________________
 MO1240  LAPLACE CORR-         -15.12  (seconds)                    DEFLEC99
 MO1240  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 MO1240
 MO1240  HORZ ORDER  -  FIRST
 MO1240
 MO1240.The horizontal coordinates were established by classical geodetic methods
 MO1240.and adjusted by the National Geodetic Survey in January 1997..
 MO1240
 MO1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1240
 MO1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1240
 MO1240.The geoid height was determined by GEOID03.
 MO1240
 MO1240;                    North         East     Units Scale Factor Converg.
 MO1240;SPC WY E     -    94,424.612   186,262.447   MT  0.99993982   -0 06 30.4
 MO1240;UTM  13      - 4,577,687.263   472,324.598   MT  0.99960943   -0 13 06.8
 MO1240
 MO1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1240!SPC WY E     -   0.99961414  x   0.99993982  =   0.99955398
 MO1240!UTM  13      -   0.99961414  x   0.99960943  =   0.99922372
 MO1240
 MO1240|---------------------------------------------------------------------|
 MO1240| PID    Reference Object                     Distance      Geod. Az  |
 MO1240|                                                           dddmmss.s |
 MO1240| CQ3849 GREENTOP RM 2                         3.557 METERS 07801     |
 MO1240| MO1123 KIPP S HOUSE CHIMNEY                APPROX.33.2 KM 1035147.5 |
 MO1240| MO1124 HOLLINGSWOOD S BARN                 APPROX.30.0 KM 1040132.1 |
 MO1240| MO1122 RITZKE S WINDMILL                   APPROX.34.0 KM 1074305.2 |
 MO1240| MO1201 TALL NEW HOUSE WEST GABLE           APPROX.25.9 KM 1115410.6 |
 MO1240| MO1082 CHEYENNE STATE CAPITOL DOME         APPROX.48.7 KM 1182438.8 |
 MO1240| MO1076 FORT D A RUSSELL WATER TANK         APPROX.44.2 KM 1190052.3 |
 MO1240| MO1218 SAN FRAN NEW YORK AWY BCN 38        APPROX.15.6 KM 1515432.4 |
 MO1240| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.12.6 KM 2231919.7 |
 MO1240| CQ3848 GREENTOP RM 1                         3.118 METERS 23922     |
 MO1240| CQ3847 GREENTOP AZ MK                                     3094208.9 |
 MO1240|---------------------------------------------------------------------|
 MO1240
 MO1240                          SUPERSEDED SURVEY CONTROL
 MO1240
 MO1240  NAD 83(1986)-  41 21 00.72734(N)    105 19 50.97963(W) AD(       ) 1
 MO1240  NAD 27      -  41 21 00.80200(N)    105 19 49.04200(W) AD(       ) 1
 MO1240  NGVD 29 (07/19/86) 2472.2    (m)         8111.     (f) VERT ANG       
 MO1240
 MO1240.Superseded values are not recommended for survey control.
 MO1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1240.See file dsdata.txt to determine how the superseded data were derived.
 MO1240
 MO1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7232577687(NAD 83)
 MO1240_MARKER: DS = TRIANGULATION STATION DISK
 MO1240_SETTING: 66 = SET IN ROCK OUTCROP
 MO1240_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 MO1240
 MO1240  HISTORY     - Date     Condition        Report By
 MO1240  HISTORY     - 1912     MONUMENTED       CGS
 MO1240  HISTORY     - 1947     GOOD             USGS
 MO1240  HISTORY     - 1948     GOOD             CGS
 MO1240
 MO1240                          STATION DESCRIPTION
 MO1240
 MO1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 MO1240'ON THE TIMBERED, ROCKY SUMMIT OF GREENTOP MOUNTAIN, 8 MILES
 MO1240'WEST AND 4 MILES SOUTH OF STATION HORSE CREEK ON THE COLORADO
 MO1240'AND SOUTHERN RAILWAY, AND ABOUT 1/8 MILE SOUTH OF THE SOUTH
 MO1240'FORK OF HORSE CREEK.
 MO1240'A REFERENCE MARK IS 0.5 METER
 MO1240'ABOVE THE STATION AND 3.13 METERS (10.3 FEET) DISTANT
 MO1240'S 59 DEG 03 MIN W.  A CAIRN IS 6.0 METERS (20 FEET) FROM
 MO1240'THE STATION WEST.
 MO1240
 MO1240                          STATION RECOVERY (1947)
 MO1240
 MO1240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (MAH)
 MO1240'STATION MARK--STANDARD USC AND GS DISK, WEDGE IN A DRILL HOLE IN
 MO1240'OUTCROPPING BEDROCK, STAMPED ---GREENTOP 1912---.
 MO1240
 MO1240                          STATION RECOVERY (1948)
 MO1240
 MO1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1240'THE STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND
 MO1240'AS DESCRIBED EXCEPT THE DIRECTION TO REFERENCE MARK NO. 1.
 MO1240'THE CORRECT DIRECTION SHOWN BELOW.
 MO1240'
 MO1240'THE STATION IS LOCATED ON A TIMBERED AND ROCKY MOUNTAIN WHICH
 MO1240'IS LOCALLY KNOWN AS GREENTOP MOUNTAIN, ABOUT 14 MILES AIR LINE
 MO1240'EAST-NORTHEAST OF LARAMIE AND ABOUT 0.2 MILE AIR LINE SOUTH OF THE
 MO1240'SOUTH FORK OF HORSE CREEK.  THE STATION MARK IS 15 FEET NORTHEAST
 MO1240'OF THE HIGHEST PART OF HILL, PROJECTS
 MO1240'10 INCHES AND STAMPED GREENTOP 1912.
 MO1240'
 MO1240'REFERENCE MARK NO. 1 IS APPROXIMATELY 2.5 FEET HIGHER THAN
 MO1240'THE STATION MARK, PROJECTS 18 INCHES
 MO1240'AND STAMPED, GREENTOP NO 1 1912.
 MO1240'
 MO1240'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MO1240'STATION MARK, FLUSH WITH THE GROUND
 MO1240'AND STAMPED, GREENTOP NO 2 1948.
 MO1240'
 MO1240'THE AZIMUTH MARK IS ALONG THE ROAD TO THE STATION, 150 FEET
 MO1240'NORTH-NORTHEAST OF A CATTLE GUARD IN A EAST-WEST FENCE, 40 FEET
 MO1240'EAST OF THE CENTER LINE OF TRACK ROAD, 3 FEET EAST OF A WHITE
 MO1240'WITNESS POST, PROJECTS 16 INCHES AND
 MO1240'STAMPED, GREENTOP 1948.
 MO1240'
 MO1240'TO REACH THE STATION FROM THE POST OFFICE IN LARAMIE, GO EAST
 MO1240'ON IVERSON STREET FOR 0.4 MILE TO NINTH STREET.  TURN LEFT,
 MO1240'NORTH, ON NINTH STREET AND FOLLOW GRAVELED ROAD FOR 2.0 MILE
 MO1240'TO FORK.  TAKE RIGHT FORK STRAIGHT AHEAD FOR 0.3 MILE TO
 MO1240'FORK.  TAKE RIGHT FORK AND FOLLOW MAIN ROAD 9.6 MILES TO FORK AT
 MO1240'THE TOP OF PASS.  TAKE LEFT FORK STRAIGHT AHEAD FOR 2.2 MILES
 MO1240'TO FORK JUST AFTER CROSSING CATTLE GUARD.  TAKE RIGHT FORK
 MO1240'FOR 2.8 MILES TO FORK.  TAKE RIGHT FORK FOR 0.6 MILE TO FORK.
 MO1240'TAKE LEFT FORK FOR 2.3 MILES TO THE AZIMUTH MARK ON THE LEFT,
 MO1240'EAST.  CONTINUE 0.1 MILE TO FORK JUST AFTER CROSSING CATTLE
 MO1240'GUARD.  TAKE LEFT FORK FOR 1.2 MILE TO A DIM TRACK ROAD
 MO1240'RIGHT, SOUTH.  TAKE RIGHT FORK DIM TRACK ROAD FOR 0.4 MILE TO
 MO1240'SMALL CREEK AT THE BASE OF HILL AND THE END OF TRUCK
 MO1240'TRAVEL.  HERE CROSS CREEK AND PACK SOUTH UP STEEP, ROCKY,
 MO1240'TIMBERED SLOPE TO THE HIGHEST POINT AND STATION AS
 MO1240'DESCRIBED.  A 30-MINUTE PACK.
 MO1240'
 MO1240'OBSERVATIONS MADE FROM A 1.4 METER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0618 ***********************************************************************
 MP0618  DESIGNATION -  GRENNVILLE
 MP0618  PID         -  MP0618
 MP0618  STATE/COUNTY-  WY/CARBON
 MP0618  USGS QUAD   -  SMITH DRAW EAST (1983)
 MP0618
 MP0618                         *CURRENT SURVEY CONTROL
 MP0618  ___________________________________________________________________
 MP0618* NAD 83(1993)-  41 43 43.54530(N)    107 04 58.22541(W)     ADJUSTED  
 MP0618* NAVD 88     -      2155.7    (meters)    7072.     (feet)  VERTCON   
 MP0618  ___________________________________________________________________
 MP0618  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 MP0618  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 MP0618
 MP0618  HORZ ORDER  -  SECOND
 MP0618
 MP0618.The horizontal coordinates were established by classical geodetic methods
 MP0618.and adjusted by the National Geodetic Survey in January 1997..
 MP0618
 MP0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0618
 MP0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0618
 MP0618.The geoid height was determined by GEOID03.
 MP0618
 MP0618;                    North         East     Units Scale Factor Converg.
 MP0618;SPC WYEC     -   236,483.405   420,840.136   MT  0.99994284   +0 10 00.2
 MP0618;UTM  13      - 4,621,758.029   326,769.102   MT  0.99996929   -1 23 12.1
 MP0618
 MP0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0618!SPC WYEC     -   0.99966409  x   0.99994284  =   0.99960695
 MP0618!UTM  13      -   0.99966409  x   0.99996929  =   0.99963339
 MP0618
 MP0618:                Primary Azimuth Mark                     Grid Az
 MP0618:SPC WYEC     -  SALT LAKE CITY OMAHA AWY BN 27           012 36 16.0
 MP0618:UTM  13      -  SALT LAKE CITY OMAHA AWY BN 27           014 09 28.3
 MP0618
 MP0618|---------------------------------------------------------------------|
 MP0618| PID    Reference Object                     Distance      Geod. Az  |
 MP0618|                                                           dddmmss.s |
 MP0618| MP0608 SALT LAKE CITY OMAHA AWY BN 27      APPROX. 8.4 KM 0124616.2 |
 MP0618| CP5464 GRENNVILLE AZ MK                                   0692515.0 |
 MP0618| CP5465 GRENNVILLE RM 1                      20.585 METERS 08350     |
 MP0618| CP5466 GRENNVILLE RM 2                       7.502 METERS 25612     |
 MP0618| MP0605 SINCLAIR WATER TANK                 APPROX. 6.0 KM 3372021.7 |
 MP0618| MP0606 SINCLAIR REFINERY C OF 3 STKS       APPROX. 6.1 KM 3383056.3 |
 MP0618|---------------------------------------------------------------------|
 MP0618
 MP0618                          SUPERSEDED SURVEY CONTROL
 MP0618
 MP0618  NAD 83(1986)-  41 43 43.53355(N)    107 04 58.21687(W) AD(       ) 2
 MP0618  NAD 27      -  41 43 43.68000(N)    107 04 56.05300(W) AD(       ) 2
 MP0618  NGVD 29 (07/19/86) 2154.6    (m)         7069.     (f) VERT ANG       
 MP0618
 MP0618.Superseded values are not recommended for survey control.
 MP0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0618.See file dsdata.txt to determine how the superseded data were derived.
 MP0618
 MP0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2676921758(NAD 83)
 MP0618_MARKER: P = PIPE CAP
 MP0618_SETTING: 0 = UNSPECIFIED SETTING
 MP0618
 MP0618  HISTORY     - Date     Condition        Report By
 MP0618  HISTORY     - 1948     MONUMENTED       USGS
 MP0618  HISTORY     - 1951     GOOD             USGS
 MP0618
 MP0618                          STATION DESCRIPTION
 MP0618
 MP0618'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 MP0618'THE STATION IS LOCATED ON A SMALL KNOLL ON AN EAST-WEST RIDGE,
 MP0618'WHICH IS THE SECOND RIDGE SOUTH OF SINCLAIR AND ABOUT 4 MILES
 MP0618'AIR LINE FROM SAME, AND ABOUT 1 MILE AIR LINE WEST OF POINT WHERE
 MP0618'AN OLD ROAD CROSSES THE RIDGE.  THE STATION MARK IS A U.S.
 MP0618'GEOLOGICAL SURVEY BENCH MARK CAP ON THE TOP OF A PIPE WHICH IS
 MP0618'REINFORCED WITH CONCRETE, 6 FEET NORTHEAST OF A CAIRN WITH A
 MP0618'WHITE WITNESS POST IN THE CENTER, PROJECTS 16 INCHES, AND THERE
 MP0618'IS NO STAMPING ON THE MARK.
 MP0618'
 MP0618'REFERENCE MARK NO. 1 IS ON THE TOP OF THE RIDGE, APPROXIMATELY
 MP0618'4 FEET LOWER THAN THE STATION MARK, PROJECTS 12 INCHES AND
 MP0618'STAMPED, GRENNVILLE NO 1 1948.
 MP0618'
 MP0618'REFERENCE MARK NO. 2 IS ON THE TOP OF THE RIDGE, APPROXIMATELY
 MP0618'3 FEET LOWER THAN THE STATION MARK, PROJECTS 6 INCHES AND
 MP0618'STAMPED, GRENNVILLE NO 2 1948.
 MP0618'
 MP0618'THE AZIMUTH MARK IS ON THE TOP OF A SMALL BENCH IN THE CENTER OF
 MP0618'A U TURN IN THE TRACK ROAD, 15 PACES SOUTH OF THE ROAD, 12 PACES
 MP0618'WEST OF THE ROAD, 3 PACES NORTH OF THE ROAD, 3 FEET SOUTH OF A
 MP0618'CAIRN WITH A WHITE WITNESS POST IN THE CENTER, PROJECTS 18
 MP0618'INCHES AND STAMPED, GRENNVILLE 1948.
 MP0618'
 MP0618'TO REACH THE STATION FROM THE SINCLAIR HOTEL IN SINCLAIR, GO
 MP0618'EAST ON U.S. HIGHWAY 30 FOR 3.1 MILES TO A TRACK ROAD RIGHT,
 MP0618'SOUTH, AND A SIGN ON THE LEFT, IDEAL MOTEL.  TURN RIGHT ON THE
 MP0618'TRACK ROAD AND GO 0.8 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.7
 MP0618'MILE TO WHERE TELEPHONE LINE CROSSES ROAD.  CONTINUE ON THE TRACK
 MP0618'ROAD FOR 1.55 MILE TO THE AZIMUTH IN CENTER OF A U TURN.
 MP0618'CONTINUE ON THE TRACK ROAD FOR 0.35 MILE TO THE TOP OF THE
 MP0618'RIDGE.  CONTINUE 0.1 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.05
 MP0618'MILE TO FORK.  TAKE RIGHT FORK, WEST, FOR 0.6 MILE TO FORK.
 MP0618'TAKE RIGHT FORK FOR 0.5 MILE TO A SMALL KNOLL ON THE RIDGE
 MP0618'TO THE NORTH AND THE END OF TRUCK TRAVEL.  HERE PACK TO THE
 MP0618'TOP OF THE SMALL KNOLL AND STATION.  A 200 FOOT PACK.
 MP0618
 MP0618                          STATION RECOVERY (1951)
 MP0618
 MP0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (KBM)
 MP0618'STATION FOUND AS DESCRIBED.
 MP0618'
 MP0618'NOTE- STATION ORIGINALLY NAMED GRENNVILLE BY FRANK TWEEDY IN 1901,
 MP0618'ALSO CALLED GRENNVILLE BY USC AND GS IN 1948, HOWEVER, THE STATION WAS
 MP0618'INCORRECTLY CALLED GREENVILLE BY C.B. KENDALL IN 1912, AND WAS
 MP0618'INCORRECTLY STAMPED GREENVILLE IN 1951.
 MP0618'
 MP0618'STATION MARK - STANDARD USGS TABLET SET IN TOP OF PIPE
 MP0618'---REINFORCED WITH CONCRETE--- STAMPED ---GREENVILLE 1951---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0056 ***********************************************************************
 PX0056  FBN         -  This is a Federal Base Network Control Station.
 PX0056  DESIGNATION -  GREYBULL
 PX0056  PID         -  PX0056
 PX0056  STATE/COUNTY-  WY/BIG HORN
 PX0056  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0056
 PX0056                         *CURRENT SURVEY CONTROL
 PX0056  ___________________________________________________________________
 PX0056* NAD 83(1993)-  44 29 34.99717(N)    108 01 40.99330(W)     ADJUSTED  
 PX0056* NAVD 88     -      1228.110  (meters)    4029.22   (feet)  ADJUSTED  
 PX0056  ___________________________________________________________________
 PX0056  X           -  -1,410,657.792 (meters)                     COMP
 PX0056  Y           -  -4,334,336.049 (meters)                     COMP
 PX0056  Z           -   4,448,189.656 (meters)                     COMP
 PX0056  LAPLACE CORR-          12.57  (seconds)                    DEFLEC99
 PX0056  ELLIP HEIGHT-        1215.66  (meters)          (02/28/01) GPS OBS
 PX0056  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 PX0056  DYNAMIC HT  -        1227.629 (meters)    4027.65  (feet)  COMP
 PX0056  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 PX0056
 PX0056  HORZ ORDER  -  A
 PX0056  VERT ORDER  -  SECOND    CLASS 0
 PX0056  ELLP ORDER  -  SECOND    CLASS I
 PX0056
 PX0056.The horizontal coordinates were established by GPS observations
 PX0056.and adjusted by the National Geodetic Survey in October 1994..
 PX0056
 PX0056.The orthometric height was determined by differential leveling
 PX0056.and adjusted by the National Geodetic Survey in June 1991..
 PX0056
 PX0056.Photographs are available for this station.
 PX0056
 PX0056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PX0056
 PX0056.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0056
 PX0056.The ellipsoidal height was determined by GPS observations
 PX0056.and is referenced to NAD 83.
 PX0056
 PX0056.The geoid height was determined by GEOID03.
 PX0056
 PX0056.The dynamic height is computed by dividing the NAVD 88
 PX0056.geopotential number by the normal gravity value computed on the
 PX0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0056.degrees latitude (g = 980.6199 gals.).
 PX0056
 PX0056.The modeled gravity was interpolated from observed gravity values.
 PX0056
 PX0056;                    North         East     Units Scale Factor Converg.
 PX0056;SPC WYEC     -   543,767.459   344,746.063   MT  0.99997503   -0 29 12.8
 PX0056;UTM  12      - 4,930,934.522   736,293.107   MT  1.00028669   +2 05 01.6
 PX0056;UTM  13      - 4,931,098.371   259,245.837   MT  1.00031287   -2 07 23.3
 PX0056
 PX0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0056!SPC WYEC     -   0.99980943  x   0.99997503  =   0.99978446
 PX0056!UTM  12      -   0.99980943  x   1.00028669  =   1.00009606
 PX0056!UTM  13      -   0.99980943  x   1.00031287  =   1.00012224
 PX0056
 PX0056|---------------------------------------------------------------------|
 PX0056| PID    Reference Object                     Distance      Geod. Az  |
 PX0056|                                                           dddmmss.s |
 PX0056| PX0055 GREYBULL RM 1                        10.853 METERS 02230     |
 PX0056| PX0058 GREYBULL AZ MK                                     0865317.5 |
 PX0056| PX0057 GREYBULL RM 2                        14.289 METERS 29645     |
 PX0056|---------------------------------------------------------------------|
 PX0056
 PX0056                          SUPERSEDED SURVEY CONTROL
 PX0056
 PX0056  ELLIP H (10/19/94) 1215.74   (m)                       GP(       ) 3 1
 PX0056  NAD 83(1986)-  44 29 34.98695(N)    108 01 40.98913(W) AD(       ) 1
 PX0056  NAD 27      -  44 29 35.14020(N)    108 01 38.62340(W) AD(       ) 1
 PX0056  NAVD 88 (10/19/94) 1228.11   (m)         4029.2    (f) LEVELING    3  
 PX0056  NGVD 29 (??/??/92) 1227.324  (m)         4026.65   (f) ADJ UNCH    2 0
 PX0056
 PX0056.Superseded values are not recommended for survey control.
 PX0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0056.See file dsdata.txt to determine how the superseded data were derived.
 PX0056
 PX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ3629330935(NAD 83)
 PX0056_MARKER: DS = TRIANGULATION STATION DISK
 PX0056_SETTING: 66 = SET IN ROCK OUTCROP
 PX0056_SP_SET: SANDSTONE OUTCROP
 PX0056_STAMPING: GREYBULL 1957
 PX0056_MARK LOGO: CGS   
 PX0056_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0056+STABILITY: POSITION/ELEVATION WELL
 PX0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0056+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1999
 PX0056
 PX0056  HISTORY     - Date     Condition        Report By
 PX0056  HISTORY     - 1957     MONUMENTED       CGS
 PX0056  HISTORY     - 1966     GOOD             CGS
 PX0056  HISTORY     - 1966     GOOD             NGS
 PX0056  HISTORY     - 1977     GOOD             NGS
 PX0056  HISTORY     - 19930703 GOOD             NGS
 PX0056  HISTORY     - 19990729 GOOD             NGS
 PX0056
 PX0056                          STATION DESCRIPTION
 PX0056
 PX0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0056'STATION IS ON THE FIRST RIDGE EAST OF THE BIG HORN RIVER,
 PX0056'ABOUT 1-1/2 MILE EAST OF GREYBULL, ABOUT 0.15 MILE NORTH OF
 PX0056'U.S. HIGHWAY 14 AND ABOUT 100 YARDS NORTH-NORTHWEST OF A NEW
 PX0056'BRICK HOUSE, OWNED BY MR. W.R. BREWER.
 PX0056'
 PX0056'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND 20 IN
 PX0056'GREYBULL BY GOING EAST ON HIGHWAY 14 FOR 0.4 MILE TO THE CENTER
 PX0056'OF A BRIDGE OVER THE BIG HORN RIVER, KEEP STRAIGHT AHEAD,
 PX0056'ON THE HIGHWAY FOR 1.05 MILE TO A SIDE ROAD LEFT, (KEEP
 PX0056'STRAIGHT AHEAD, EAST, ON THE HIGHWAY FOR 0.35 MILE TO THE
 PX0056'AZIMUTH MARK ON THE LEFT) BEAR LEFT ON THE SIDE ROAD AND GO
 PX0056'NORTH, PASSING TO THE EAST OF THE HOME OF MR. BREWER FOR 0.15
 PX0056'MILE TO THE STATION ON THE LEFT.
 PX0056'
 PX0056'STATION MARK IS A STANDARD DISK, STAMPED GREYBULL 1957, CEMENTED
 PX0056'IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK WHICH IS
 PX0056'FLUSH WITH THE GROUND.  IT IS 44 FEET WEST OF THE CENTER OF A
 PX0056'ROAD.
 PX0056'
 PX0056'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREYBULL NO 1 1957,
 PX0056'CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK
 PX0056'WHICH IS FLUSH WITH THE GROUND.  IT IS 9 FEET WEST OF THE
 PX0056'CENTER OF THE ROAD.
 PX0056'
 PX0056'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREYBULL NO 2 1957,
 PX0056'CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK, WHICH
 PX0056'IS FLUSH WITH THE GROUND, IT IS 42 FEET WEST OF THE CENTER OF
 PX0056'THE ROAD.
 PX0056'
 PX0056'AZIMUTH MARK IS A STANDARD DISK, STAMPED GREYBULL 1957,
 PX0056'CEMENTED IN A DRILL HILE, IN THE TOP OF OUTCROPPING BEDROCK
 PX0056'PROJECTING 2 INCHES.  IT IS 116 FEET NORTH OF THE CENTER OF
 PX0056'U.S. HIGHWAY 14 AND 163 FEET WEST OF A POWERLINE POLE.  A
 PX0056'4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET SOUTHEAST OF THE
 PX0056'MARK.
 PX0056
 PX0056                          STATION RECOVERY (1966)
 PX0056
 PX0056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CS)
 PX0056'THE STATION REFERENCE MARKS 1, 2 AND THE AZIMUTH WERE
 PX0056'RECOVERED IN GOOD CONDITION.  ALL WERE LEVELED OVER IN 1966.
 PX0056'
 PX0056'TO REACH FROM THE POST OFFICE AT GREYBULL, GO 1.35 MILES EAST
 PX0056'ALONG U.S. HIGHWAY 14, THENCE 0.15 MILE NORTH ALONG A GRADED
 PX0056'ROAD.
 PX0056'
 PX0056'THE STATION IS A C AND GS TRIANGULATION STATION DISK STAMPED,
 PX0056'GREYBULL 1957.  0.05 MILE NORTHWEST OF A BRICK HOUSE, 50
 PX0056'SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 PX0056'LARGE SANDSTONE OUTCROP.
 PX0056'
 PX0056'R.M. 1 IS A C AND GS REFERENCE MARK DISK STAMPED, GREYBULL
 PX0056'NO 1 1957.  35.51 FEET NORTHEAST OF THE STATION, IN THE TOP OF A
 PX0056'SANDSTONE OUTCROP.
 PX0056'
 PX0056'R.M. 2 IS A C AND GS REFERENCE MARK DISK STAMPED, GREYBULL NO
 PX0056'2 1957.  46.88 FEET WEST-SOUTHWEST OF THE STATION, IN THE
 PX0056'TOP OF A SANDSTONE OUTCROP.
 PX0056'
 PX0056'THE AZIMUTH IS AN AZIMUTH MARK DISK STAMPED, GREYBULL 1957.  ABOUT
 PX0056'0.35 MILE EAST OF THE STATION, ALONG U.S. HIGHWAY 14, 117
 PX0056'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.9 FEET NORTHWEST
 PX0056'OF A WITNESS POST, IN THE TOP OF A LARGE SANDSTONE OUTCROP.
 PX0056'
 PX0056'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2
 PX0056'MILES EAST OF GREYBULL.
 PX0056
 PX0056                          STATION RECOVERY (1966)
 PX0056
 PX0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PX0056'1.5 MI E FROM GREYBULL.
 PX0056'1.35 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PX0056'GREYBULL, THENCE 0.15 MILE NORTH ALONG A GRADED ROAD, ABOUT 0.05 MILE
 PX0056'NORTHWEST OF A BRICK HOUSE, IN THE TOP OF A LARGE SANDSTONE OUTCROP,
 PX0056'50 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 46.88 FEET
 PX0056'EAST-SOUTHEAST OF R.M. 2, 35.61 FEET SOUTH-SOUTHWEST OF R.M. 1, AND
 PX0056'ABOUT 1 FOOT HIGHER THAN THE ROAD.
 PX0056
 PX0056                          STATION RECOVERY (1977)
 PX0056
 PX0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PX0056'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  LOCATION
 PX0056'AND ROUTE TO STATION IS ADEQUATE.  THE GRADED ROAD AT STATION SITE
 PX0056'HAS BEEN WIDENED MAKING THE STATION AND REFERENCE MARKS A GREATER
 PX0056'DISTANCE FROM THE APPROXIMATE CENTER OF THE ROAD.
 PX0056'
 PX0056'STATION MARK IS NOW 53 FEET WEST OF THE APPROXIMATE CENTER OF THE
 PX0056'ROAD.
 PX0056'REFERENCE MARK 1 IS NOW 20 FEET WEST OF THE APPROXIMATE CENTER OF
 PX0056'THE ROAD, 1 FOOT NORTH OF A METAL WITNESS POST AND ABOUT 1 FOOT
 PX0056'BELOW THE GROUND.
 PX0056'
 PX0056'REFERENCE MARK 2 IS NOW 55 FEET WEST OF THE APPROXIMATE CENTER OF THE
 PX0056'ROAD.
 PX0056
 PX0056                          STATION RECOVERY (1993)
 PX0056
 PX0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 PX0056'NOTE--PROPERTY OWNER WORKS NIGHTS, CALL ONLY BETWEEN 5 AND 9 PM.
 PX0056'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 PX0056'RECOVERED IN GOOD CONDITION. STATION IS LOCATED ABOUT 2 KM (1.25 MI)
 PX0056'EAST OF GREYBULL, 0.3 KM (0.20 MI) NORTHWEST OF US HIGHWAY 14, 100 M
 PX0056'(328.1 FT) NORTHWEST OF THE OWNERS HOUSE, ON A LOW BARE RISE, IN WEST
 PX0056'CENTRAL SECTION 10, T 52 N, R 93 W.  OWNERSHIP--JUDITH WHITE, PO BOX
 PX0056'684, GREYBULL, WY 82426.  PHONE IS 307-765-4726. TO REACH FROM THE
 PX0056'JUNCTION OF US HIGHWAYS 14, 16, 20 AND STATE HIGHWAY 789 IN GREYBULL,
 PX0056'GO EAST ON HIGHWAY 14 FOR 3.58 KM (2.20 MI) TO A PAVED ROAD LEFT AT
 PX0056'TOP OF GRADE.  TO REACH THE AZIMUTH MARK, CONTINUE AHEAD FOR 0.43 KM
 PX0056'(0.25 MI) TO THE MARK ON THE LEFT JUST BEFORE REACHING A UTILITY LINE
 PX0056'ACROSS THE HIGHWAY.  TURN LEFT, NORTHWEST, ON HORSESHOE LANE FOR 0.27
 PX0056'KM (0.15 MI) TO A PAVED ROAD LEFT.  TURN LEFT, WEST, FOR 0.35 KM (0.20
 PX0056'MI) TO A TRACK ROAD LEFT AT TOP OF RISE.  TURN SHARP LEFT, SOUTHEAST,
 PX0056'ON ROAD FOR 0.12 KM (0.05 MI) TO THE STATION ON THE RIGHT. STATION
 PX0056'MARK IS SET IN A DRILL HOLE IN A FLAT 5 M (16.4 FT) X 9 M (29.5 FT)
 PX0056'FLUSH SANDSTONE OUTCROP.  IT IS 14.5 M (47.6 FT) SOUTHWEST OF, AND 0.5
 PX0056'M (1.6 FT) HIGHER THAN THE ROAD CENTER, 10.8 M (35.4 FT)
 PX0056'WEST-SOUTHWEST OF A METAL WITNESS POST AT REFERENCE MARK 1, 2.9 M (9.5
 PX0056'FT) SOUTHEAST OF THE NORTHWEST END OF THE OUTCROP, AND 1.5 M (4.9 FT)
 PX0056'NORTHEAST OF THE SOUTHWEST SIDE OF THE OUTCROP. DESCRIBED BY G.R.HEID
 PX0056
 PX0056                          STATION RECOVERY (1999)
 PX0056
 PX0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PX0056'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  THE STATION, AZIMUTH, RM
 PX0056'1 AND RM 2 WERE RECOVERED IN GOOD CONDITION AND NEW DESCRIPTION
 PX0056'FOLLOWS.  THE STATION IS LOCATED ABOUT 2.57 KM (1.60 MI) EAST OF
 PX0056'GREYBULL ON THE PROPERTY OF MS.  JUDITH WHITE, PO BOX 684, GREYBULL,
 PX0056'WY.  84226.  ABOUT 0.08 KM (0.05 MI) NORTHWEST OF NORTHWEST CORNER OF
 PX0056'A BRICK HOUSE OWNED BY MS.  WHITE AND ABOUT 0.32 KM (0.20 MI) WEST OF
 PX0056'HORSESHOE LANE.  NOTE--CONTACT MS.  WHITE ONE DAY IN ADVANCE BEFORE
 PX0056'OCCUPYING THIS STATION.  TO REACH THE STATION FROM THE JUNCTION OF US
 PX0056'HIGHWAYS 14, 16, 20 AND STATE HIGHWAY 789 IN GREYBULL, GO EAST ON
 PX0056'HIGHWAY 14 FOR 2.57 KM (1.60 MI) TO A GRAVEL ROAD ON THE LEFT
 PX0056'(HORSESHOE LANE) , TURN LEFT, NORTHWEST ON HORSESHOE LANE FOR 0.32 KM
 PX0056'(0.20 MI) TO A CURVE LEFT IN THE ROAD, A GRAVEL ROAD STRAIGHT AHEAD
 PX0056'AND A TRACK ROAD RIGHT, TURN LEFT, WEST ON HORSESHOE LANE FOR 0.32 KM
 PX0056'(0.20 MI) TO A REVERSE FORK OF A TRACK ROAD ON THE LEFT FOLLOWING THE
 PX0056'UPGRADE TO THE REAR OF A BRICK HOUSE, TURN SHARP LEFT, SOUTHEAST ON
 PX0056'THE TRACK ROAD FOR 0.08 KM (0.05 MI) TO A METAL WITNESS POST AND THE
 PX0056'STATION ON THE LEFT IN A FLAT AREA OF 15-FT X 30-FT SAND STONE ROCK
 PX0056'OUTCROP.  THE STATION IS AN NGS TRIANGULATION STATION DISK SET IN A
 PX0056'DRILL HOLE IN SAND STONE OUTCROP ABOUT O.5 M ABOVE THE TRACK ROAD.
 PX0056'LOCATED ABOUT 0.08 KM (0.05 MI) NORTHWEST OF THE NORTHWEST CORNER OF A
 PX0056'BRICK HOUSE, 15.70 M (51.51 FT) SOUTHWEST OF THE CENTER OF THE TRACK
 PX0056'ROAD, 10.82 M (35.50 FT) SOUTH OF A METAL WITNESS POST, 3.66 M (12.01
 PX0056'FT) NORTHWEST OF A 4-FT HIGH OLD WOODEN LIGHT STAND (WAS USED FOR
 PX0056'OBSERVATIONS WHEN THE STATION WAS SET) , 2.9 M (9.5 FT) SOUTHEAST OF
 PX0056'THE NORTHWEST END OF THE OUTCROP AND 1.5 M (4.9 FT) NORTHEAST OF THE
 PX0056'SOUTHWEST SIDE OF THE OUTCROP..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0004 ***********************************************************************
 PX0004  DESIGNATION -  GREYBULL AIRPORT
 PX0004  PID         -  PX0004
 PX0004  STATE/COUNTY-  WY/BIG HORN
 PX0004  USGS QUAD   -  GREYBULL NORTH (1966)
 PX0004
 PX0004                         *CURRENT SURVEY CONTROL
 PX0004  ___________________________________________________________________
 PX0004* NAD 83(1993)-  44 30 33.68638(N)    108 04 53.47044(W)     ADJUSTED  
 PX0004* NAVD 88     -      1194.748  (meters)    3919.77   (feet)  ADJUSTED  
 PX0004  ___________________________________________________________________
 PX0004  LAPLACE CORR-          10.40  (seconds)                    DEFLEC99
 PX0004  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 PX0004  DYNAMIC HT  -        1194.273 (meters)    3918.21  (feet)  COMP
 PX0004  MODELED GRAV-     980,179.8   (mgal)                       NAVD 88
 PX0004
 PX0004  HORZ ORDER  -  FIRST
 PX0004  VERT ORDER  -  FIRST     CLASS II
 PX0004
 PX0004.This mark is at South Big Horn County Airport (GEY)
 PX0004
 PX0004.The horizontal coordinates were established by classical geodetic methods
 PX0004.and adjusted by the National Geodetic Survey in January 1997..
 PX0004
 PX0004.The orthometric height was determined by differential leveling
 PX0004.and adjusted by the National Geodetic Survey in June 1991..
 PX0004
 PX0004.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0004
 PX0004.The geoid height was determined by GEOID03.
 PX0004
 PX0004.The dynamic height is computed by dividing the NAVD 88
 PX0004.geopotential number by the normal gravity value computed on the
 PX0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0004.degrees latitude (g = 980.6199 gals.).
 PX0004
 PX0004.The modeled gravity was interpolated from observed gravity values.
 PX0004
 PX0004;                    North         East     Units Scale Factor Converg.
 PX0004;SPC WYEC     -   545,616.449   340,510.281   MT  0.99998101   -0 31 28.2
 PX0004;UTM  12      - 4,932,592.136   731,977.370   MT  1.00026183   +2 02 48.6
 PX0004;UTM  13      - 4,933,068.260   255,063.136   MT  1.00033785   -2 09 40.7
 PX0004
 PX0004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0004!SPC WYEC     -   0.99981469  x   0.99998101  =   0.99979570
 PX0004!UTM  12      -   0.99981469  x   1.00026183  =   1.00007647
 PX0004!UTM  13      -   0.99981469  x   1.00033785  =   1.00015247
 PX0004
 PX0004|---------------------------------------------------------------------|
 PX0004| PID    Reference Object                     Distance      Geod. Az  |
 PX0004|                                                           dddmmss.s |
 PX0004| PX0315 AIRPORT BCN GREYBULL MUN APT          5.487 METERS 02049     |
 PX0004| PX0003 GREYBULL AIRPORT RM 1                 7.731 METERS 03006     |
 PX0004| PX0002 GREYBULL AIRPORT RM 2                55.598 METERS 11401     |
 PX0004| PX0005 GREYBULL AIRPORT AZ MK                             2683015.9 |
 PX0004|---------------------------------------------------------------------|
 PX0004
 PX0004                          SUPERSEDED SURVEY CONTROL
 PX0004
 PX0004  NAD 83(1986)-  44 30 33.67597(N)    108 04 53.46517(W) AD(       ) 1
 PX0004  NAD 27      -  44 30 33.83040(N)    108 04 51.09110(W) AD(       ) 1
 PX0004  NGVD 29 (06/08/92) 1193.956  (m)         3917.17   (f) ADJUSTED    1 2
 PX0004
 PX0004.Superseded values are not recommended for survey control.
 PX0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0004.See file dsdata.txt to determine how the superseded data were derived.
 PX0004
 PX0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ3197732592(NAD 83)
 PX0004_MARKER: DS = TRIANGULATION STATION DISK
 PX0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0004_STAMPING: GREYBULL AIRPORT 1957
 PX0004_MARK LOGO: CGS   
 PX0004_PROJECTION: FLUSH
 PX0004_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PX0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0004+STABILITY: SURFACE MOTION
 PX0004
 PX0004  HISTORY     - Date     Condition        Report By
 PX0004  HISTORY     - 1957     MONUMENTED       CGS
 PX0004  HISTORY     - 1966     GOOD             CGS
 PX0004  HISTORY     - 1966     GOOD             NGS
 PX0004  HISTORY     - 1977     GOOD             NGS
 PX0004  HISTORY     - 1982     GOOD             NGS
 PX0004  HISTORY     - 19890731 GOOD             NGS
 PX0004
 PX0004                          STATION DESCRIPTION
 PX0004
 PX0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0004'STATION IS LOCATED IN THE SOUTHERN EDGE OF THE GREYBULL MUNICIPAL
 PX0004'AIRPORT, ABOUT 2 MILES WEST AND 1.75 MILES NORTH OF GREYBULL.
 PX0004'
 PX0004'REACHED FROM THE STOP LIGHT AT THE FIRST NATIONAL BANK IN
 PX0004'GREYBULL, BYU GOING NORTH AND WEST ON U.S. HIGHWAY 310 FOR 2.6
 PX0004'MILES TO THE ENTRANCE TO THE AIRPORT AND THE STATION AS DESCRIBED.
 PX0004'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE AIRPORT
 PX0004'CONTINUE WEST ON HIGHWAY 310 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 PX0004'
 PX0004'STATION MARKS ARE STANDARD DISKS, STAMPED GREYBULL AIRPORT
 PX0004'1957.  THE SURFACE MARK IS SET IN A 10-INCH, SQUARE, CONCRETE
 PX0004'POST FLUSH WITH THE GROUND SURFACE.  IT IS 277 FEET WEST OF THE
 PX0004'CENTER OF THE DRIVEWAY LEADING INTO THE AIRPORT, 182 FEET
 PX0004'WEST-NORTHWEST OF A POWERLINE POLE, 129 FEET NORTH OF THE CENTER
 PX0004'OF U.S. HIGHWAY 310 AND 12.5 FEET SOUTH OF THE SOUTHWEST LEG
 PX0004'OF THE AIRPORT BEACON.  THE UNDERGROUND MARK WAS SET IN AN
 PX0004'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 PX0004'
 PX0004'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREYBULL AIRPORT
 PX0004'NO 1 1957, SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF
 PX0004'THE NORTHEAST LEG OF THE AIRPORT BEACON.  IT IS 266 FEET
 PX0004'WEST OF THE CENTER OF THE DRIVEWAY, 173 FEET NORTHWEST OF A
 PX0004'POWERLINE POLE AND 151 FEET NORTH OF THE CENTER OF HIGHWAY 310.
 PX0004'
 PX0004'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREYBULL AIRPORT
 PX0004'NO 2 1957, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE
 PX0004'POST PROJECTING 4 INCHES.  IT IS 110 FEET WEST OF THE CENTER
 PX0004'OF THE DRIVEWAY, 87 FEET NORTH OF THE CENTER OF HIGHWAY 310
 PX0004'AND 2 FEET SOUTHWEST OF A POWERLINE POLE.  A WHITE POST
 PX0004'WAS SET 1 FOOT NORTH OF THE MARK.
 PX0004'
 PX0004'AZIMUTH MARK IS A STANDARD DISK, STAMPED GREYBULL AIRPORT
 PX0004'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 PX0004'PROJECTING 6 INCHES.  IT IS 43 FEET SOUTH OF THE CENTER OF
 PX0004'HIGHWAY 310, 23 FEET WEST OF A FENCE CORNER AND 2 FEET SOUTH
 PX0004'OF A TELEPHONE POLE.  A WHITE POST WAS SET 2 FEET NORTH OF THE
 PX0004'MARK.
 PX0004
 PX0004                          STATION RECOVERY (1966)
 PX0004
 PX0004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CS)
 PX0004'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH WERE
 PX0004'RECOVERED IN GOOD CONDITION.  ALL WERE LEVELED OVER IN 1966.
 PX0004'
 PX0004'TO REACH FROM THE POST OFFICE IN GREYBULL, GO 0.1 MILE WEST
 PX0004'ALONG GREYBULL AVENUE, THENCE 2.4 MILES NORTHWEST ALONG U.S.
 PX0004'HIGHWAY 20 AND 16.  THE STATION IS A C AND GS TRIANGULATION
 PX0004'STATION DISK, STAMPED GREYBULL AIRPORT 1957.  AT SOUTH BIG
 PX0004'HORN AIRPORT, 12.6 FEET SOUTH OF THE SOUTHWEST LEG OF A STEEL
 PX0004'BEACON TOWER, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PX0004'0.2 FOOT ABOVE THE GROUND.
 PX0004'
 PX0004'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED, GREYBULL
 PX0004'AIRPORT NO 1 1957, 25.36 FEET NORTH-NORTHEAST OF THE STATION,
 PX0004'IN THE TOP OF THE CONCRETE FOUNDATION FOR THE NORTHEAST STEEL
 PX0004'LEG OF A BEACON TOWER.
 PX0004'
 PX0004'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED, GREYBULL
 PX0004'AIRPORT NO 2 1957, 182.55 FEET EAST-SOUTHEAST OF THE STATION,
 PX0004'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 PX0004'ABOVE THE GROUND.
 PX0004'
 PX0004'THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK STAMPED,
 PX0004'GREYBULL AIRPORT 1957.  0.3 MILE NORTHWEST ALONG U.S. HIGHWAY
 PX0004'20 AND 16 FROM THE STATION, 38 FEET NORTH OF THE CENTER LINE OF
 PX0004'THE HIGHWAY, 1.3 FEET NORTH OF A WITNESS POST, AND SET IN
 PX0004'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 PX0004'
 PX0004'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 PX0004'NORTHWEST
 PX0004
 PX0004                          STATION RECOVERY (1966)
 PX0004
 PX0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PX0004'2.5 MI NW FROM GREYBULL.
 PX0004'0.1 MILE WEST ALONG GREYBULL AVENUE FROM THE POST OFFICE AT GREYBULL,
 PX0004'THENCE 2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 20 AND 16, AT SOUTH BIG
 PX0004'HORN AIRPORT, 442 FEET NORTH AND ACROSS A FRONTAGE ROAD FROM THE
 PX0004'CENTER LINE OF THE HIGHWAY, 12.6 FEET SOUTH OF THE SOUTHWEST STEEL LEG
 PX0004'OF A BEACON TOWER, 263 FEET WEST OF THE CENTER LINE OF THE ENTRANCE
 PX0004'ROAD, 142 FEET NORTH OF THE CENTER LINE OF THE FRONTAGE ROAD, 25.36
 PX0004'FEET SOUTH-SOUTHWEST OF R.M. 1, ABOUT LEVEL WITH THE FRONTAGE ROAD,
 PX0004'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 PX0004'GROUND.
 PX0004
 PX0004                          STATION RECOVERY (1977)
 PX0004
 PX0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PX0004'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  LOCATION
 PX0004'OF STATION IS ADEQUATE.  STATION IS STILL AT THE SAME AIRPORT BUT
 PX0004'THE NAME OF THE AIRPORT IS NOW REFERED TO AS THE SOUTH BIG HORN
 PX0004'COUNTY AIRPORT.  A NEW HIGHWAY HAS BEEN CONSTRUCTED ALONG THE
 PX0004'SOUTH SIDE OF THE OLD ONE, THEREFORE THE AZIMUTH MARK IS NOW ON
 PX0004'THE NORTH SIDE OF HIGHWAY.
 PX0004'
 PX0004'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 16, 20, 14
 PX0004'AND STATE HIGHWAY 789 IN GREYBULL.  GO NORTH AND WEST ON HIGHWAYS
 PX0004'16, 20 AND 789 FOR 2.6 MILES TO THE AIRPORT ENTRANCE ROAD ON THE
 PX0004'RIGHT.  TURN RIGHT AND PROCEED NORTH AND EAST ON A SURFACED ROAD
 PX0004'FOR 0.1 MILE TO THE STATION ON THE LEFT, NEAR THE AIRPORT BEACON
 PX0004'TOWER.
 PX0004'
 PX0004'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF THE HIGHWAY AND AIRPORT
 PX0004'ENTRANCE ROAD MENTIONED ABOVE.  GO WEST ON THE HIGHWAY FOR 0.2 MILE
 PX0004'TO A METAL WITNESS POST WITH METAL SIGN ATTACHED, A ROUND WOOD POST
 PX0004'AND MARK ON THE RIGHT SIDE OF HIGHWAY, ON SHOULDER OF HIGHWAY.
 PX0004'
 PX0004'METAL WITNESS POSTS WERE PLACED AT THE STATION AND AZIMUTH MARKS AT
 PX0004'THIS TIME.  A METAL ROD WAS ALSO DRIVEN INTO THE GROUND BESIDE
 PX0004'THE STATION MARK FOR A BETTER FUTURE RECOVERY OF THE MARK.
 PX0004
 PX0004                          STATION RECOVERY (1982)
 PX0004
 PX0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0004'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.8 KM (27.2
 PX0004'MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0004'NEVADA STREET IN LOVELL, THENCE 3.9 KM (2.4 MI) SOUTHERLY ALONG U. S.
 PX0004'HIGHWAY 20, THENCE 0.2 KM (0.1 MI) EASTERLY ALONG A PAVED ROAD, 43.3
 PX0004'METERS (142.1 FT) NORTH OF THE CENTER OF THE ROAD, 7.7 METERS (25.3
 PX0004'FT) SOUTHEAST OF REFERENCE MARK 1 AND 3.8 METERS (12.5 FT) SOUTH OF
 PX0004'THE SOUTHWEST LEG OF THE GREYBULL AIRPORT BEACON.
 PX0004'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 PX0004'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PX0004
 PX0004                          STATION RECOVERY (1989)
 PX0004
 PX0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PX0004'STATION IS LOCATED NEAR THE ENTRANCE TO THE AIRPORT NORTH OF THE
 PX0004'ENTRANCE ROAD AND SOUTH OF THE AIRPORT BEACON.  IT IS 18.8 FEET (5.7
 PX0004'M) WEST OF A FENCE RUNNING NORTH/SOUTH AND 12.7 FEET (3.9 M) SOUTH OF
 PX0004'THE SOUTHWEST LEG OF THE AIRPORT BEACON TOWER.  A STANDARD USCGS
 PX0004'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE MONUMENT ABOUT
 PX0004'0.1 FEET (3.0 CM) LOWER THAN THE SURFACE.  DISK IS STAMPED, GREYBULL
 PX0004'AIRPORT 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0005 ***********************************************************************
 PX0005  DESIGNATION -  GREYBULL AIRPORT AZ MK
 PX0005  PID         -  PX0005
 PX0005  STATE/COUNTY-  WY/BIG HORN
 PX0005  USGS QUAD   -  GREYBULL NORTH (1966)
 PX0005
 PX0005                         *CURRENT SURVEY CONTROL
 PX0005  ___________________________________________________________________
 PX0005* NAD 83(1986)-  44 30 33.     (N)    108 05 15.     (W)     SCALED    
 PX0005* NAVD 88     -      1197.722  (meters)    3929.53   (feet)  ADJUSTED  
 PX0005  ___________________________________________________________________
 PX0005  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 PX0005  DYNAMIC HT  -        1197.244 (meters)    3927.96  (feet)  COMP
 PX0005  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 PX0005
 PX0005  VERT ORDER  -  FIRST     CLASS II
 PX0005
 PX0005.This mark is at South Big Horn County Airport (GEY)
 PX0005
 PX0005.The horizontal coordinates were scaled from a topographic map and have
 PX0005.an estimated accuracy of +/- 6 seconds.
 PX0005
 PX0005.The orthometric height was determined by differential leveling
 PX0005.and adjusted by the National Geodetic Survey in June 1991..
 PX0005.WARNING-Repeat measurements at this control monument indicate possible
 PX0005.vertical movement.
 PX0005
 PX0005.The geoid height was determined by GEOID03.
 PX0005
 PX0005.The dynamic height is computed by dividing the NAVD 88
 PX0005.geopotential number by the normal gravity value computed on the
 PX0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0005.degrees latitude (g = 980.6199 gals.).
 PX0005
 PX0005.The modeled gravity was interpolated from observed gravity values.
 PX0005
 PX0005;                    North         East    Units  Estimated Accuracy
 PX0005;SPC WYEC     -   545,600.      340,040.      MT  (+/- 180 meters Scaled)
 PX0005
 PX0005                          SUPERSEDED SURVEY CONTROL
 PX0005
 PX0005  NGVD 29 (06/08/92) 1196.927  (m)         3926.92   (f) ADJUSTED    1 2
 PX0005
 PX0005.Superseded values are not recommended for survey control.
 PX0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0005.See file dsdata.txt to determine how the superseded data were derived.
 PX0005
 PX0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ315325(NAD 83)
 PX0005_MARKER: DZ = AZIMUTH MARK DISK
 PX0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0005_STAMPING: GREYBULL AIRPORT 1957
 PX0005_MARK LOGO: CGS   
 PX0005_PROJECTION: PROJECTING 15 CENTIMETERS
 PX0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0005+STABILITY: SURFACE MOTION
 PX0005
 PX0005  HISTORY     - Date     Condition        Report By
 PX0005  HISTORY     - 1957     MONUMENTED       CGS
 PX0005  HISTORY     - 1966     GOOD             NGS
 PX0005  HISTORY     - 1982     GOOD             NGS
 PX0005
 PX0005                          STATION DESCRIPTION
 PX0005
 PX0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PX0005'2.8 MI NW FROM GREYBULL.
 PX0005'0.1 MILE WEST ALONG GREYBULL AVENUE FROM THE POST OFFICE AT GREYBULL,
 PX0005'THENCE 2.7 MILES NORTHWEST ALONG U.S. HIGHWAY 20 AND 16, 8 FEET WEST
 PX0005'OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD SOUTH, 38 FEET NORTH OF
 PX0005'THE CENTER LINE OF THE HIGHWAY, 85.7 FEET SOUTH OF A FENCE, 1.2 FEET
 PX0005'WEST OF A WOODEN POST PROJECTING ABOUT 5 FEET, 1.3 FEET NORTH OF A
 PX0005'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 PX0005'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PX0005
 PX0005                          STATION RECOVERY (1982)
 PX0005
 PX0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0005'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.8 KM (27.2
 PX0005'MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0005'NEVADA STREET IN LOVELL, THENCE 3.6 KM (2.25 MI) SOUTHERLY ALONG U. S.
 PX0005'HIGHWAY 20, 0.5 KM (0.3 MI) WEST OF THE ENTRANCE ROAD TO THE GREYBULL
 PX0005'AIRPORT, 32.3 METERS (106.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD
 PX0005'LEADING NORTH, 26.1 METERS (85.6 FT) SOUTH OF A FENCE AND 11.6 METERS
 PX0005'(38.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PX0005'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 PX0005'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0002 ***********************************************************************
 PX0002  DESIGNATION -  GREYBULL AIRPORT RM 2
 PX0002  PID         -  PX0002
 PX0002  STATE/COUNTY-  WY/BIG HORN
 PX0002  USGS QUAD   -  GREYBULL NORTH (1966)
 PX0002
 PX0002                         *CURRENT SURVEY CONTROL
 PX0002  ___________________________________________________________________
 PX0002* NAD 83(1986)-  44 30 33.     (N)    108 04 52.     (W)     SCALED    
 PX0002* NAVD 88     -      1194.244  (meters)    3918.12   (feet)  ADJUSTED  
 PX0002  ___________________________________________________________________
 PX0002  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 PX0002  DYNAMIC HT  -        1193.770 (meters)    3916.56  (feet)  COMP
 PX0002  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 PX0002
 PX0002  VERT ORDER  -  SECOND    CLASS 0
 PX0002
 PX0002.This mark is at South Big Horn County Airport (GEY)
 PX0002
 PX0002.The horizontal coordinates were scaled from a topographic map and have
 PX0002.an estimated accuracy of +/- 6 seconds.
 PX0002
 PX0002.The orthometric height was determined by differential leveling
 PX0002.and adjusted by the National Geodetic Survey in June 1991..
 PX0002
 PX0002.The geoid height was determined by GEOID03.
 PX0002
 PX0002.The dynamic height is computed by dividing the NAVD 88
 PX0002.geopotential number by the normal gravity value computed on the
 PX0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0002.degrees latitude (g = 980.6199 gals.).
 PX0002
 PX0002.The modeled gravity was interpolated from observed gravity values.
 PX0002
 PX0002;                    North         East    Units  Estimated Accuracy
 PX0002;SPC WYEC     -   545,600.      340,540.      MT  (+/- 180 meters Scaled)
 PX0002
 PX0002                          SUPERSEDED SURVEY CONTROL
 PX0002
 PX0002  NGVD 29 (??/??/92) 1193.452  (m)         3915.52   (f) ADJ UNCH    2 0
 PX0002
 PX0002.Superseded values are not recommended for survey control.
 PX0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0002.See file dsdata.txt to determine how the superseded data were derived.
 PX0002
 PX0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ320325(NAD 83)
 PX0002_MARKER: DR = REFERENCE MARK DISK
 PX0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0002_STAMPING: GREYBULL AIRPORT NO 2 1957
 PX0002_MARK LOGO: CGS   
 PX0002_PROJECTION: FLUSH
 PX0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0002+STABILITY: SURFACE MOTION
 PX0002
 PX0002  HISTORY     - Date     Condition        Report By
 PX0002  HISTORY     - 1957     MONUMENTED       CGS
 PX0002  HISTORY     - 1966     GOOD             NGS
 PX0002  HISTORY     - 1982     GOOD             NGS
 PX0002
 PX0002                          STATION DESCRIPTION
 PX0002
 PX0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PX0002'2.5 MI NW FROM GREYBULL.
 PX0002'0.1 MILE WEST ALONG GREYBULL AVENUE FROM THE POST OFFICE AT GREYBULL,
 PX0002'THENCE 2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 20 AND 16, AT SOUTH BIG
 PX0002'HORN AIRPORT, 85 FEET NORTH OF THE CENTER LINE OF A FRONTAGE ROAD, 109
 PX0002'FEET WEST OF THE CENTER LINE OF THE AIRPORT ENTRANCE ROAD, 182.55 FEET
 PX0002'EAST-SOUTHEAST OF THE STATION, 149.8 FEET SOUTHWEST OF THE SOUTHWEST
 PX0002'CORNER OF THE AIRPORT OFFICE BUILDING, 2 FEET SOUTHWEST OF A POWER
 PX0002'POLE WITH A GUY WIRE, 1.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 PX0002'WITH THE ENTRANCE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 PX0002'PROJECTING 0.1 FOOT ABOVE THE GROUND.
 PX0002
 PX0002                          STATION RECOVERY (1982)
 PX0002
 PX0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0002'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.8 KM (27.2
 PX0002'MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0002'NEVADA STREET IN LOVELL, THENCE 3.9 KM (2.4 MI) SOUTHERLY ALONG U. S.
 PX0002'HIGHWAY 20, THENCE 0.2 KM (0.1 MI) EASTERLY ALONG A PAVED ROAD, 55.6
 PX0002'METERS (182.4 FT) EAST-SOUTHEAST OF THE STATION MARK, 25.9 METERS
 PX0002'(85.0 FT) NORTH OF THE CENTER OF THE ROAD, 0.6 METER (2.0 FT)
 PX0002'SOUTHWEST OF A UTILITY POLE WITH A GUY WIRE AND 0.4 METER (1.3 FT)
 PX0002'NORTH OF A WOODEN WITNESS POST.  NOTE=NOT LEVELED TO THIS SURVEY.
 PX0002'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0003 ***********************************************************************
 PX0003  DESIGNATION -  GREYBULL AIRPORT RM 1
 PX0003  PID         -  PX0003
 PX0003  STATE/COUNTY-  WY/BIG HORN
 PX0003  USGS QUAD   -  GREYBULL NORTH (1966)
 PX0003
 PX0003                         *CURRENT SURVEY CONTROL
 PX0003  ___________________________________________________________________
 PX0003* NAD 83(1986)-  44 30 33.     (N)    108 04 52.     (W)     SCALED    
 PX0003* NAVD 88     -      1194.800  (meters)    3919.94   (feet)  ADJUSTED  
 PX0003  ___________________________________________________________________
 PX0003  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 PX0003  DYNAMIC HT  -        1194.326 (meters)    3918.38  (feet)  COMP
 PX0003  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 PX0003
 PX0003  VERT ORDER  -  SECOND    CLASS 0
 PX0003
 PX0003.This mark is at South Big Horn County Airport (GEY)
 PX0003
 PX0003.The horizontal coordinates were scaled from a topographic map and have
 PX0003.an estimated accuracy of +/- 6 seconds.
 PX0003
 PX0003.The orthometric height was determined by differential leveling
 PX0003.and adjusted by the National Geodetic Survey in June 1991..
 PX0003
 PX0003.The geoid height was determined by GEOID03.
 PX0003
 PX0003.The dynamic height is computed by dividing the NAVD 88
 PX0003.geopotential number by the normal gravity value computed on the
 PX0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0003.degrees latitude (g = 980.6199 gals.).
 PX0003
 PX0003.The modeled gravity was interpolated from observed gravity values.
 PX0003
 PX0003;                    North         East    Units  Estimated Accuracy
 PX0003;SPC WYEC     -   545,600.      340,540.      MT  (+/- 180 meters Scaled)
 PX0003
 PX0003                          SUPERSEDED SURVEY CONTROL
 PX0003
 PX0003  NGVD 29 (??/??/92) 1194.008  (m)         3917.34   (f) ADJ UNCH    2 0
 PX0003
 PX0003.Superseded values are not recommended for survey control.
 PX0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0003.See file dsdata.txt to determine how the superseded data were derived.
 PX0003
 PX0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ320325(NAD 83)
 PX0003_MARKER: DR = REFERENCE MARK DISK
 PX0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0003_SP_SET: FOUNDATION
 PX0003_STAMPING: GREYBULL AIRPORT NO 1 1957
 PX0003_MARK LOGO: CGS   
 PX0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0003
 PX0003  HISTORY     - Date     Condition        Report By
 PX0003  HISTORY     - 1957     MONUMENTED       CGS
 PX0003  HISTORY     - 1966     GOOD             NGS
 PX0003  HISTORY     - 1982     GOOD             NGS
 PX0003
 PX0003                          STATION DESCRIPTION
 PX0003
 PX0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PX0003'2.5 MI NW FROM GREYBULL.
 PX0003'0.1 MILE WEST ALONG GREYBULL AVENUE FROM THE POST OFFICE AT GREYBULL,
 PX0003'THENCE 2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 20 AND 16, AT S. BIG
 PX0003'HORN AIRPORT, IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 PX0003'FOUNDATION FOR THE NORTHEAST STEEL LEG OF A BEACON TOWER, 1.2 FEET
 PX0003'NORTHEAST OF THE LEG, 25.36 FEET NORTH-NORTHEAST OF THE STATION, 96.2
 PX0003'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE CORRUGATED
 PX0003'METAL HANGAR, AND ABOUT LEVEL WITH THE STATION.
 PX0003
 PX0003                          STATION RECOVERY (1982)
 PX0003
 PX0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0003'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.8 KM (27.2
 PX0003'MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROMITS JUNCTION WITH NEVADA
 PX0003'STREET IN LOVELL, THENCE 3.9 KM (2.4 MI) SOUTHERLY ALONG U. S. HIGHWAY
 PX0003'20, THENCE 0.2 KM (0.1 MI) EASTERLY ALONG A PAVED ROAD, IN THE
 PX0003'NORTHEAST CORNER OF THE NORTHEAST CONCRETE FOUNDATION OF THE NORTHEAST
 PX0003'LEG OF THE GREYBULL AIRPORT BEACON, 46.9 METERS (153.9 FT) NORTH OF
 PX0003'THE CENTER OF THE ROAD, 7.7 METERS (25.3 FT) NORTHEAST OF THE STATION
 PX0003'AND 0.4 METER (1.3 FT) NORTHEAST OF THE NORTHEAST LEG.  NOTE=NOT
 PX0003'LEVELED TO THIS SURVEY.
 PX0003'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0058 ***********************************************************************
 PX0058  DESIGNATION -  GREYBULL AZ MK
 PX0058  PID         -  PX0058
 PX0058  STATE/COUNTY-  WY/BIG HORN
 PX0058  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0058
 PX0058                         *CURRENT SURVEY CONTROL
 PX0058  ___________________________________________________________________
 PX0058* NAD 83(1986)-  44 29 36.     (N)    108 01 05.     (W)     SCALED    
 PX0058* NAVD 88     -      1234.738  (meters)    4050.97   (feet)  ADJUSTED  
 PX0058  ___________________________________________________________________
 PX0058  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 PX0058  DYNAMIC HT  -        1234.253 (meters)    4049.38  (feet)  COMP
 PX0058  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 PX0058
 PX0058  VERT ORDER  -  SECOND    CLASS 0
 PX0058
 PX0058.The horizontal coordinates were scaled from a topographic map and have
 PX0058.an estimated accuracy of +/- 6 seconds.
 PX0058
 PX0058.The orthometric height was determined by differential leveling
 PX0058.and adjusted by the National Geodetic Survey in June 1991..
 PX0058
 PX0058.The geoid height was determined by GEOID03.
 PX0058
 PX0058.The dynamic height is computed by dividing the NAVD 88
 PX0058.geopotential number by the normal gravity value computed on the
 PX0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0058.degrees latitude (g = 980.6199 gals.).
 PX0058
 PX0058.The modeled gravity was interpolated from observed gravity values.
 PX0058
 PX0058;                    North         East    Units  Estimated Accuracy
 PX0058;SPC WYEC     -   543,790.      345,540.      MT  (+/- 180 meters Scaled)
 PX0058
 PX0058                          SUPERSEDED SURVEY CONTROL
 PX0058
 PX0058  NGVD 29 (??/??/92) 1233.952  (m)         4048.39   (f) ADJ UNCH    2 0
 PX0058
 PX0058.Superseded values are not recommended for survey control.
 PX0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0058.See file dsdata.txt to determine how the superseded data were derived.
 PX0058
 PX0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ370309(NAD 83)
 PX0058_MARKER: DZ = AZIMUTH MARK DISK
 PX0058_SETTING: 66 = SET IN ROCK OUTCROP
 PX0058_SP_SET: SANDSTONE OUTCROP
 PX0058_STAMPING: GREYBULL 1957
 PX0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0058+STABILITY: POSITION/ELEVATION WELL
 PX0058
 PX0058  HISTORY     - Date     Condition        Report By
 PX0058  HISTORY     - 1957     MONUMENTED       CGS
 PX0058  HISTORY     - 1966     GOOD             NGS
 PX0058
 PX0058                          STATION DESCRIPTION
 PX0058
 PX0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PX0058'1.75 MI E FROM GREYBULL.
 PX0058'1.75 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PX0058'GREYBULL, 0.1 MILE WEST OF THE JUNCTION OF A DIRT ROAD NORTHWEST, AT
 PX0058'THE CROSSING OF A POWER LINE, IN THE TOP OF A LARGE SANDSTONE OUTCROP
 PX0058'WHICH PROJECTS ABOUT 1/2 FOOT, 117 FEET NORTH OF THE CENTER LINE OF
 PX0058'THE HIGHWAY, 163 FEET WEST OF A POWER POLE, 2.9 FEET NORTHWEST OF A
 PX0058'WITNESS POST, AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0055 ***********************************************************************
 PX0055  DESIGNATION -  GREYBULL RM 1
 PX0055  PID         -  PX0055
 PX0055  STATE/COUNTY-  WY/BIG HORN
 PX0055  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0055
 PX0055                         *CURRENT SURVEY CONTROL
 PX0055  ___________________________________________________________________
 PX0055* NAD 83(1986)-  44 29 35.     (N)    108 01 40.     (W)     SCALED    
 PX0055* NAVD 88     -      1227.680  (meters)    4027.81   (feet)  ADJUSTED  
 PX0055  ___________________________________________________________________
 PX0055  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 PX0055  DYNAMIC HT  -        1227.199 (meters)    4026.24  (feet)  COMP
 PX0055  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 PX0055
 PX0055  VERT ORDER  -  SECOND    CLASS 0
 PX0055
 PX0055.The horizontal coordinates were scaled from a topographic map and have
 PX0055.an estimated accuracy of +/- 6 seconds.
 PX0055
 PX0055.The orthometric height was determined by differential leveling
 PX0055.and adjusted by the National Geodetic Survey in June 1991..
 PX0055
 PX0055.The geoid height was determined by GEOID03.
 PX0055
 PX0055.The dynamic height is computed by dividing the NAVD 88
 PX0055.geopotential number by the normal gravity value computed on the
 PX0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0055.degrees latitude (g = 980.6199 gals.).
 PX0055
 PX0055.The modeled gravity was interpolated from observed gravity values.
 PX0055
 PX0055;                    North         East    Units  Estimated Accuracy
 PX0055;SPC WYEC     -   543,770.      344,770.      MT  (+/- 180 meters Scaled)
 PX0055
 PX0055                          SUPERSEDED SURVEY CONTROL
 PX0055
 PX0055  NGVD 29 (??/??/92) 1226.894  (m)         4025.23   (f) ADJ UNCH    2 0
 PX0055
 PX0055.Superseded values are not recommended for survey control.
 PX0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0055.See file dsdata.txt to determine how the superseded data were derived.
 PX0055
 PX0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ363309(NAD 83)
 PX0055_MARKER: DR = REFERENCE MARK DISK
 PX0055_SETTING: 66 = SET IN ROCK OUTCROP
 PX0055_SP_SET: SANDSTONE OUTCROP
 PX0055_STAMPING: GREYBULL NO 1 1957
 PX0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0055+STABILITY: POSITION/ELEVATION WELL
 PX0055
 PX0055  HISTORY     - Date     Condition        Report By
 PX0055  HISTORY     - 1957     MONUMENTED       CGS
 PX0055  HISTORY     - 1966     GOOD             NGS
 PX0055
 PX0055                          STATION DESCRIPTION
 PX0055
 PX0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PX0055'1.5 MI E FROM GREYBULL.
 PX0055'1.35 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PX0055'GREYBULL, THENCE 0.15 MILE NORTH ALONG A GRADED ROAD, 0.05 MILE
 PX0055'NORTHWEST OF A BRICK HOUSE, IN THE TOP OF A SANDSTONE OUTCROP, 15 FEET
 PX0055'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 35.61 FEET NORTH-NORTHEAST
 PX0055'OF THE STATION, 56.71 FEET EAST-NORTHEAST OF R.M. 2, 1.0 FOOT
 PX0055'NORTHWEST OF A WITNESS POST, ABOUT FLUSH WITH THE GROUND, AND 1/2 FOOT
 PX0055'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0057 ***********************************************************************
 PX0057  DESIGNATION -  GREYBULL RM 2
 PX0057  PID         -  PX0057
 PX0057  STATE/COUNTY-  WY/BIG HORN
 PX0057  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0057
 PX0057                         *CURRENT SURVEY CONTROL
 PX0057  ___________________________________________________________________
 PX0057* NAD 83(1986)-  44 29 35.     (N)    108 01 40.     (W)     SCALED    
 PX0057* NAVD 88     -      1227.914  (meters)    4028.58   (feet)  ADJUSTED  
 PX0057  ___________________________________________________________________
 PX0057  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 PX0057  DYNAMIC HT  -        1227.432 (meters)    4027.00  (feet)  COMP
 PX0057  MODELED GRAV-     980,183.4   (mgal)                       NAVD 88
 PX0057
 PX0057  VERT ORDER  -  SECOND    CLASS 0
 PX0057
 PX0057.The horizontal coordinates were scaled from a topographic map and have
 PX0057.an estimated accuracy of +/- 6 seconds.
 PX0057
 PX0057.The orthometric height was determined by differential leveling
 PX0057.and adjusted by the National Geodetic Survey in June 1991..
 PX0057
 PX0057.The geoid height was determined by GEOID03.
 PX0057
 PX0057.The dynamic height is computed by dividing the NAVD 88
 PX0057.geopotential number by the normal gravity value computed on the
 PX0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0057.degrees latitude (g = 980.6199 gals.).
 PX0057
 PX0057.The modeled gravity was interpolated from observed gravity values.
 PX0057
 PX0057;                    North         East    Units  Estimated Accuracy
 PX0057;SPC WYEC     -   543,770.      344,770.      MT  (+/- 180 meters Scaled)
 PX0057
 PX0057                          SUPERSEDED SURVEY CONTROL
 PX0057
 PX0057  NGVD 29 (??/??/92) 1227.128  (m)         4026.00   (f) ADJ UNCH    2 0
 PX0057
 PX0057.Superseded values are not recommended for survey control.
 PX0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0057.See file dsdata.txt to determine how the superseded data were derived.
 PX0057
 PX0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ363309(NAD 83)
 PX0057_MARKER: DR = REFERENCE MARK DISK
 PX0057_SETTING: 66 = SET IN ROCK OUTCROP
 PX0057_SP_SET: SANDSTONE OUTCROP
 PX0057_STAMPING: GREYBULL NO 2 1957
 PX0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0057+STABILITY: POSITION/ELEVATION WELL
 PX0057
 PX0057  HISTORY     - Date     Condition        Report By
 PX0057  HISTORY     - 1957     MONUMENTED       CGS
 PX0057  HISTORY     - 1966     GOOD             NGS
 PX0057
 PX0057                          STATION DESCRIPTION
 PX0057
 PX0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PX0057'1.5 MI E FROM GREYBULL.
 PX0057'1.35 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PX0057'GREYBULL, THENCE 0.15 MILE NORTH ALONG A GRADED ROAD, ABOUT 0.05 MILE
 PX0057'NORTHWEST OF A BRICK HOUSE, 60 FEET SOUTHWEST OF THE CENTER LINE OF
 PX0057'THE ROAD, 46.88 FEET WEST-NORTHWEST OF THE STATION, 56.71 FEET
 PX0057'WEST-SOUTHWEST OF R.M. 1, IN THE TOP OF A SANDSTONE OUTCROP WHICH
 PX0057'PROJECTS ABOUT 1/2 FOOT, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0805 ***********************************************************************
 OX0805  DESIGNATION -  GREYS
 OX0805  PID         -  OX0805
 OX0805  STATE/COUNTY-  WY/LINCOLN
 OX0805  USGS QUAD   -  DEER CREEK (1979)
 OX0805
 OX0805                         *CURRENT SURVEY CONTROL
 OX0805  ___________________________________________________________________
 OX0805* NAD 83(1993)-  43 06 01.92829(N)    110 48 18.73249(W)     ADJUSTED  
 OX0805* NAVD 88     -      2715.3    (meters)    8908.     (feet)  VERTCON   
 OX0805  ___________________________________________________________________
 OX0805  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 OX0805  GEOID HEIGHT-         -10.45  (meters)                     GEOID03
 OX0805
 OX0805  HORZ ORDER  -  SECOND
 OX0805
 OX0805.The horizontal coordinates were established by classical geodetic methods
 OX0805.and adjusted by the National Geodetic Survey in January 1997..
 OX0805
 OX0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0805
 OX0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0805
 OX0805.The geoid height was determined by GEOID03.
 OX0805
 OX0805;                    North         East     Units Scale Factor Converg.
 OX0805;SPC WY W     -   389,074.897   741,237.636   MT  0.99997996   -0 29 35.7
 OX0805;UTM  12      - 4,771,997.618   515,851.635   MT  0.99960309   +0 07 59.2
 OX0805
 OX0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0805!SPC WY W     -   0.99957600  x   0.99997996  =   0.99955597
 OX0805!UTM  12      -   0.99957600  x   0.99960309  =   0.99917926
 OX0805
 OX0805|---------------------------------------------------------------------|
 OX0805| PID    Reference Object                     Distance      Geod. Az  |
 OX0805|                                                           dddmmss.s |
 OX0805| CP5467 GREYS RM 1                            6.270 METERS 07815     |
 OX0805| CP5468 GREYS RM 2                            4.970 METERS 16840     |
 OX0805| OX0804 GREYS AZ MK                         APPROX. 2.5 KM 3290330.3 |
 OX0805|---------------------------------------------------------------------|
 OX0805
 OX0805                          SUPERSEDED SURVEY CONTROL
 OX0805
 OX0805  NAD 83(1993)-  43 06 01.92691(N)    110 48 18.72863(W) AD(       ) 2
 OX0805  NAD 83(1986)-  43 06 01.91434(N)    110 48 18.72202(W) AD(       ) 2
 OX0805  NAD 27      -  43 06 02.16800(N)    110 48 16.01200(W) AD(       ) 2
 OX0805  NGVD 29 (07/19/86) 2713.9    (m)         8904.     (f) VERT ANG       
 OX0805
 OX0805.Superseded values are not recommended for survey control.
 OX0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0805.See file dsdata.txt to determine how the superseded data were derived.
 OX0805
 OX0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN1585271998(NAD 83)
 OX0805_MARKER: DD = SURVEY DISK
 OX0805_SETTING: 80 = SET IN A BOULDER
 OX0805_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OX0805
 OX0805  HISTORY     - Date     Condition        Report By
 OX0805  HISTORY     - 1907     MONUMENTED       USGS
 OX0805  HISTORY     - 1946     GOOD             USGS
 OX0805  HISTORY     - 1965     GOOD             USGS
 OX0805
 OX0805                          STATION DESCRIPTION
 OX0805
 OX0805'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OX0805'THE STATION IS LOCATED ABOUT 14 MILES EAST OF ALPINE, 20 MILES
 OX0805'NORTH OF YOUNGS STORE, 4 MILES SOUTHEAST OF THE JUNCTION OF
 OX0805'GREYS RIVER AND LITTLE GREYS RIVER, ON THE MIDDLE RIDGE
 OX0805'BETWEEN THE TWO RIVERS, ON THE SECOND OF ANY PROMINENCE FROM
 OX0805'THE MOUTH OF THE LITTLE GREYS RIVER.  IT IS A STANDARD USGS
 OX0805'DISK STAMPED NOT LEGIBLE, SET IN A BOULDER PROJECTING ABOUT
 OX0805'4 INCHES.  THE MARK IS ON THE HIGHEST PART OF THE RIDGE 30
 OX0805'FEET SOUTH OF A SMALL PINE TREE, 20 FEET WEST OF THE EDGE OF
 OX0805'THE RIDGE, 8 FEET EAST OF THE EDGE OF THE RIDGE.
 OX0805'
 OX0805'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GREYS USGS
 OX0805'1946, SET IN ROCK OUTCROP FLUSH WITH THE SIDE OF THE HILL.
 OX0805'IT IS 25 FEET EAST OF THE TOP OF THE HILL, AND ABOUT 7 FEET
 OX0805'LOWER THAN THE STATION.
 OX0805'
 OX0805'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GREYS USGS
 OX0805'1946, SET IN ROCK OUTCROP FLUSH WITH THE SIDE OF THE HILL.
 OX0805'IT IS 2 FEET BELOW THE RIDGE, AND 3 FEET LOWER THAN THE STATION.
 OX0805'
 OX0805'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREYS USGS 1946,
 OX0805'SET IN ROCK OUTCROP PROJECTING ABOUT 1 FOOT.  IT IS ON THE
 OX0805'HIGHEST PART OF A VERY PROMINENT PEAK.
 OX0805'
 OX0805'TO REACH THE AZIMUTH MARK FROM THE STATION PACK NORTHEAST
 OX0805'ON THE TRAIL PASSING A PEAK ON THE EAST THAT IS MUCH HIGHER
 OX0805'THAN THE STATION PEAK FOR ABOUT 1-1/2 MILES TO A VERY SHARP
 OX0805'PEAK AND THE MARK AS DESCRIBED ABOVE.
 OX0805'
 OX0805'TO REACH THE STATION FROM THE POST OFFICE IN ALPINE, IDAHO
 OX0805'GO SOUTH ON HIGHWAY FOR 1.6 MILES TO GREYS RIVER ROAD.  TURN
 OX0805'LEFT AND GO 10 MILES TO THE JUNCTION OF THE GREYS RIVER AND
 OX0805'THE LITTLE GREYS RIVER, CONTINUE ON THE NORTH SIDE OF LITTLE
 OX0805'GREYS RIVER FOR 0.55 MILE TO A FLAT AREA ON THE RIGHT AND
 OX0805'THE END OF TRUCK TRAVEL.  PACK SOUTHEAST FOR ABOUT 1 MILE
 OX0805'TO THE TOP OF THE RISE, THENCE PICK UP TRAIL AND FOLLOW ALONG
 OX0805'THE RIDGE FOR ABOUT 1-1/2 MILES TO THE AZIMUTH MARK AS
 OX0805'DESCRIBED, THENCE BEAR TO THE RIGHT EAST OF A HIGH RIDGE AND
 OX0805'FOLLOW THE TRAIL FOR 1-1/2 MILES TO A LOWER PEAK TO THE
 OX0805'SOUTH OF THE HIGH ONE AND THE STATION AS DESCRIBED.
 OX0805
 OX0805                          STATION RECOVERY (1965)
 OX0805
 OX0805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0805'RECOVERED.
 OX0805'
 OX0805'STATION MARK--STANDARD USGS ALUMINUM TABLET, CEMENTED IN STONE,
 OX0805'STAMPINGS ARE NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0804 ***********************************************************************
 OX0804  DESIGNATION -  GREYS AZ MK
 OX0804  PID         -  OX0804
 OX0804  STATE/COUNTY-  WY/LINCOLN
 OX0804  USGS QUAD   -  DEER CREEK (1979)
 OX0804
 OX0804                         *CURRENT SURVEY CONTROL
 OX0804  ___________________________________________________________________
 OX0804* NAD 83(1993)-  43 07 10.63951(N)    110 49 14.96463(W)     ADJUSTED  
 OX0804* NAVD 88     -      2592.     (meters)    8504.     (feet)  SCALED    
 OX0804  ___________________________________________________________________
 OX0804  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 OX0804  GEOID HEIGHT-         -10.43  (meters)                     GEOID03
 OX0804
 OX0804  HORZ ORDER  -  SECOND
 OX0804
 OX0804.The horizontal coordinates were established by classical geodetic methods
 OX0804.and adjusted by the National Geodetic Survey in January 1997..
 OX0804
 OX0804.The orthometric height was scaled from a topographic map.
 OX0804
 OX0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0804
 OX0804.The geoid height was determined by GEOID03.
 OX0804
 OX0804;                    North         East     Units Scale Factor Converg.
 OX0804;SPC WY W     -   391,206.249   739,984.766   MT  0.99998179   -0 30 14.8
 OX0804;UTM  12      - 4,774,114.343   514,576.019   MT  0.99960261   +0 07 20.9
 OX0804
 OX0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0804!SPC WY W     -   0.99959527  x   0.99998179  =   0.99957706
 OX0804!UTM  12      -   0.99959527  x   0.99960261  =   0.99919804
 OX0804
 OX0804                          SUPERSEDED SURVEY CONTROL
 OX0804
 OX0804  NAD 83(1993)-  43 07 10.63788(N)    110 49 14.96044(W) AD(       ) 2
 OX0804  NAD 83(1986)-  43 07 10.62574(N)    110 49 14.95403(W) AD(       ) 2
 OX0804  NAD 27      -  43 07 10.88600(N)    110 49 12.24500(W) AD(       ) 2
 OX0804
 OX0804.Superseded values are not recommended for survey control.
 OX0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0804.See file dsdata.txt to determine how the superseded data were derived.
 OX0804
 OX0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN1457674114(NAD 83)
 OX0804_MARKER: DD = SURVEY DISK
 OX0804_SETTING: 66 = SET IN ROCK OUTCROP
 OX0804_SP_SET: SET IN ROCK OUTCROP
 OX0804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0804+STABILITY: POSITION/ELEVATION WELL
 OX0804
 OX0804  HISTORY     - Date     Condition        Report By
 OX0804  HISTORY     - 1946     MONUMENTED       USGS
 OX0804
 OX0804                          STATION DESCRIPTION
 OX0804
 OX0804'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 OX0804'A STANDARD DISK STAMPED GREYS USGS 1946,
 OX0804'SET IN ROCK OUTCROP PROJECTING ABOUT 1 FOOT.  IT IS ON THE
 OX0804'HIGHEST PART OF A VERY PROMINENT PEAK.
 OX0804'
 OX0804'TO REACH THE STATION FROM THE POST OFFICE IN ALPINE, IDAHO
 OX0804'GO SOUTH ON HIGHWAY FOR 1.6 MILES TO GREYS RIVER ROAD.  TURN
 OX0804'LEFT AND GO 10 MILES TO THE JUNCTION OF THE GREYS RIVER AND
 OX0804'THE LITTLE GREYS RIVER, CONTINUE ON THE NORTH SIDE OF LITTLE
 OX0804'GREYS RIVER FOR 0.55 MILE TO A FLAT AREA ON THE RIGHT AND
 OX0804'THE END OF TRUCK TRAVEL.  PACK SOUTHEAST FOR ABOUT 1 MILE
 OX0804'TO THE TOP OF THE RISE, THENCE PICK UP TRAIL AND FOLLOW ALONG
 OX0804'THE RIDGE FOR ABOUT 1-1/2 MILES TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0397 ***********************************************************************
 NR0397  DESIGNATION -  GRIEVES
 NR0397  PID         -  NR0397
 NR0397  STATE/COUNTY-  WY/NATRONA
 NR0397  USGS QUAD   -  MC CLEARY RESERVOIR (1984)
 NR0397
 NR0397                         *CURRENT SURVEY CONTROL
 NR0397  ___________________________________________________________________
 NR0397* NAD 83(1993)-  42 42 35.73062(N)    106 55 57.48952(W)     ADJUSTED  
 NR0397* NAVD 88     -      2211.1    (meters)    7254.     (feet)  VERTCON   
 NR0397  ___________________________________________________________________
 NR0397  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 NR0397  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 NR0397
 NR0397  HORZ ORDER  -  THIRD
 NR0397
 NR0397.The horizontal coordinates were established by classical geodetic methods
 NR0397.and adjusted by the National Geodetic Survey in January 1997..
 NR0397
 NR0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0397
 NR0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0397
 NR0397.The geoid height was determined by GEOID03.
 NR0397
 NR0397;                    North         East     Units Scale Factor Converg.
 NR0397;SPC WYEC     -   345,509.259   432,824.498   MT  0.99995075   +0 16 18.4
 NR0397;UTM  13      - 4,730,414.175   341,732.586   MT  0.99990818   -1 18 40.2
 NR0397
 NR0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0397!SPC WYEC     -   0.99965533  x   0.99995075  =   0.99960610
 NR0397!UTM  13      -   0.99965533  x   0.99990818  =   0.99956354
 NR0397
 NR0397:                Primary Azimuth Mark                     Grid Az
 NR0397:SPC WYEC     -  RATTLESNAKE                              274 13 16.3
 NR0397:UTM  13      -  RATTLESNAKE                              275 48 14.9
 NR0397
 NR0397|---------------------------------------------------------------------|
 NR0397| PID    Reference Object                     Distance      Geod. Az  |
 NR0397|                                                           dddmmss.s |
 NR0397| NR0537 RATTLESNAKE                         APPROX. 6.6 KM 2742934.7 |
 NR0397|---------------------------------------------------------------------|
 NR0397
 NR0397                          SUPERSEDED SURVEY CONTROL
 NR0397
 NR0397  NAD 83(1986)-  42 42 35.72365(N)    106 55 57.46988(W) AD(       ) 3
 NR0397  NAD 27      -  42 42 35.86878(N)    106 55 55.27897(W) AD(       ) 3
 NR0397  NGVD 29 (09/08/93) 2210.1    (m)         7251.     (f) VERT ANG       
 NR0397
 NR0397.Superseded values are not recommended for survey control.
 NR0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0397.See file dsdata.txt to determine how the superseded data were derived.
 NR0397
 NR0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH4173330414(NAD 83)
 NR0397_MARKER: DS = TRIANGULATION STATION DISK
 NR0397_SETTING: 80 = SET IN A BOULDER
 NR0397_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NR0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0397
 NR0397  HISTORY     - Date     Condition        Report By
 NR0397  HISTORY     - 1948     MONUMENTED       USGS
 NR0397  HISTORY     - 1957     GOOD             USGS
 NR0397
 NR0397                          STATION DESCRIPTION
 NR0397
 NR0397'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0397'RECOVERED IN GOOD CONDITION BY P. H. JOHNSON, 1957.
 NR0397'
 NR0397'LOCATED 37 MI. W. OF CASPER, 32 MI. S. OF POWDER RIVER, ON THE
 NR0397'RATTLESNAKE RANGE, 6 MI. NE. OF JIM GRIEVE RANCH HOUSE.
 NR0397'
 NR0397'TO REACH FROM JUNCTION OF U.S. HIGHWAY 20 AND 87 AT BRIDGE W. OF
 NR0397'CASPER, GO 1.4 MI. NW. ON HIGHWAY 20 TO JUNCTION POISON SPIDER RD.,
 NR0397'TURN LEFT ON POISON SPIDER RD. 21.0 MI. TO JUNCTION DIRT RD. LEFT
 NR0397'AT MAIL BOXES IN VICINITY OF POISON SPIDER, TAKE LEFT FOR 7.1 MI. TO
 NR0397'ENTRANCE TO DODD RANCH, TURN LEFT 0.3 MI. TO JUNCTION TRAIL AT TIN
 NR0397'BARN, TAKE LEFT AROUND BARN FOR 0.25 MI. TO TRAIL FORK, TAKE RIGHT 0.9
 NR0397'MI. TO TRAIL JUNCTION, KEEP STRAIGHT ON MAIN TRAIL 0.6 MI. TO GATE
 NR0397'AND Y-TRAIL, TAKE LEFT 2.2 MI. ON MAIN TRAIL TO JUNCTION TRAILS AT
 NR0397'DAM ON RIGHT, CONTINUE STRAIGHT 3.05 MI. TO TRAIL FORK, TAKE RIGHT
 NR0397'0.5 MI. TO TRAIL FORK, TAKE RIGHT 2.45 MI. TO TRAIL COMING IN ON LEFT,
 NR0397'CONTINUE RIGHT (SW.) 0.65 MI. TO FENCE, TURN LEFT AND FOLLOW FENCE
 NR0397'TO TOP OF HILL APPROXIMATELY 0.8 MI. AND STATION 124 FT. W. OF FENCE.
 NR0397'
 NR0397'STATION MARK--STANDARD CAP SET IN BOULDER AT 45 DEGREES ANGLE 6 IN.
 NR0397'ABOVE GROUND, STAMPED---GRIEVES 1948---.
 NR0397'
 NR0397'REFERENCE MARK NO. 1--STANDARD CAP SET IN ROCK 12 IN. ABOVE GROUND,
 NR0397'STAMPED---GRIEVES 1948---, 96.10 FT. SW. OF STATION IN TRUE
 NR0397'AZIMUTH 16 DEGREES 30 MINUTES.
 NR0397'
 NR0397'REFERENCE MARK NO. 2--STANDARD CAP SET IN ROCK 3 IN. ABOVE GROUND,
 NR0397'STAMPED---GRIEVES 2 1948---, 81.65 FT. ESE. OF STATION IN TRUE
 NR0397'AZIMUTH 227 DEGREES 28 MINUTES.
 NR0397
 NR0397                          STATION RECOVERY (1957)
 NR0397
 NR0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0397'RECOVERED IN GOOD CONDITION.
 NR0397'
 NR0397'LOCATED 37 MI. W. OF CASPER, 32 MI. S. OF POWDER RIVER, ON THE
 NR0397'RATTLESNAKE RANGE 6 MI. NE. OF JIM GRIEVE RANCH HOUSE.
 NR0397'
 NR0397'TO REACH FROM JUNCTION OF U.S. HIGHWAY 20 AND 87 AT BRIDGE W. OF
 NR0397'CASPER, GO 1.4 MI. NW. ON HIGHWAY 20 TO JUNCTION POISON SPIDER RD.,
 NR0397'TURN LEFT ON POISON SPIDER RD. 21.0 MI. TO JUNCTION DIRT RD. LEFT AT
 NR0397'MAIL BOXES IN VICINITY OF POISON SPIDER, TAKE LEFT FOR 7.1 MI. TO
 NR0397'ENTRANCE TO DODD RANCH, TURN LEFT 0.3 MI. TO JUNCTION TRAIL AT TIN
 NR0397'BARN, TAKE LEFT AROUND BARN FOR 0.25 MI. TO TRAIL FORK, TAKE RIGHT
 NR0397'0.9 MI. TO TRAIL JUNCTION, KEEP STRAIGHT ON MAIN TRAIL 0.6 MI. TO
 NR0397'GATE AND Y-TRAIL, TAKE LEFT 2.2 MI. ON MAIN TRAIL TO JUNCTION TRAILS
 NR0397'AT DAM ON RIGHT, CONTINUE STRAIGHT 3.05 MI. TO TRAIL FORK, TAKE
 NR0397'RIGHT 0.5 MI. TO TRAIL FORK, TAKE RIGHT 2.45 MI. TO TRAIL COMING IN
 NR0397'ON LEFT, CONTINUE RIGHT SW. 0.65 MI. TO FENCE, TURN LEFT AND FOLLOW
 NR0397'FENCE TO TOP OF HILL APPROXIMATELY 0.8 MI. AND STATION 124 FT. W.
 NR0397'OF FENCE.
 NR0397'
 NR0397'STATION MARK--STANDARD CAP SET IN BOULDER AT 45 DEGREE ANGLE 6 IN.
 NR0397'ABOVE GROUND, STAMPED ---GRIEVES 1948---.
 NR0397'
 NR0397'REFERENCE MARK NO. 1--STANDARD CAP SET IN ROCK 12 IN. ABOVE GROUND,
 NR0397'STAMPED ---GRIEVES 1948---, 96.10 FT. SW. OF STATION,
 NR0397'N 16 DEG 30 MIN E.
 NR0397'
 NR0397'REFERENCE MARK NO. 2--STANDARD CAP SET IN ROCK 3 IN. ABOVE GROUND,
 NR0397'STAMPED ---GRIEVES 2 1948---, 81.65 FT. ESE. OF STATION,
 NR0397'S 47 DEG 28 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1241 ***********************************************************************
 MO1241  DESIGNATION -  GRII 1
 MO1241  PID         -  MO1241
 MO1241  STATE/COUNTY-  WY/LARAMIE
 MO1241  USGS QUAD   -  GREEN TOP MOUNTAIN (1992)
 MO1241
 MO1241                         *CURRENT SURVEY CONTROL
 MO1241  ___________________________________________________________________
 MO1241* NAD 83(1993)-  41 22 05.38339(N)    105 16 02.60450(W)     ADJUSTED  
 MO1241* NAVD 88     -      2259.     (meters)    7411.     (feet)  SCALED    
 MO1241  ___________________________________________________________________
 MO1241  LAPLACE CORR-         -16.67  (seconds)                    DEFLEC99
 MO1241  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 MO1241
 MO1241  HORZ ORDER  -  THIRD
 MO1241
 MO1241.The horizontal coordinates were established by classical geodetic methods
 MO1241.and adjusted by the National Geodetic Survey in January 1997..
 MO1241
 MO1241.The orthometric height was scaled from a topographic map.
 MO1241
 MO1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1241
 MO1241.The geoid height was determined by GEOID03.
 MO1241
 MO1241;                    North         East     Units Scale Factor Converg.
 MO1241;SPC WY E     -    96,410.555   191,573.468   MT  0.99993837   -0 03 59.6
 MO1241;UTM  13      - 4,579,662.339   477,637.666   MT  0.99960615   -0 10 36.2
 MO1241
 MO1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1241!SPC WY E     -   0.99964778  x   0.99993837  =   0.99958618
 MO1241!UTM  13      -   0.99964778  x   0.99960615  =   0.99925407
 MO1241
 MO1241:                Primary Azimuth Mark                     Grid Az
 MO1241:SPC WY E     -  ISLEY                                    118 34 02.8
 MO1241:UTM  13      -  ISLEY                                    118 40 39.4
 MO1241
 MO1241|---------------------------------------------------------------------|
 MO1241| PID    Reference Object                     Distance      Geod. Az  |
 MO1241|                                                           dddmmss.s |
 MO1241| MO1205 ISLEY                               APPROX. 3.9 KM 1183003.2 |
 MO1241|---------------------------------------------------------------------|
 MO1241
 MO1241                          SUPERSEDED SURVEY CONTROL
 MO1241
 MO1241  NAD 83(1986)-  41 22 05.36758(N)    105 16 02.60197(W) AD(       ) 3
 MO1241  NAD 27      -  41 22 05.44274(N)    105 16 00.66789(W) AD(       ) 3
 MO1241
 MO1241.Superseded values are not recommended for survey control.
 MO1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1241.See file dsdata.txt to determine how the superseded data were derived.
 MO1241
 MO1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7763879662(NAD 83)
 MO1241_MARKER: DD = SURVEY DISK
 MO1241_SETTING: 66 = SET IN ROCK OUTCROP
 MO1241_SP_SET: SET IN ROCK OUTCROP
 MO1241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1241+STABILITY: POSITION/ELEVATION WELL
 MO1241
 MO1241  HISTORY     - Date     Condition        Report By
 MO1241  HISTORY     - 1947     MONUMENTED       USGS
 MO1241
 MO1241                          STATION DESCRIPTION
 MO1241
 MO1241'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1241'STATION IS LOCATED IN SEC. 8, T 16 N, R 70 W, ON ROCK OUTCROP, 164
 MO1241'FT. NNW. OF CENTER OF RD. AND DRAIN CROSSING.
 MO1241'
 MO1241'TO REACH FROM LARAMIE, GO E. OUT GRAND AVE. AND U.S. HIGHWAY 30 9.7
 MO1241'MI. TO Y-RD. W., THENCE LEFT 5.7 MI. TO CROSSROAD, THENCE GO N.
 MO1241'(LEFT) 3.7 MI. TO CROSSROAD, THENCE GO N. (STRAIGHT) 1.2 MI. TO
 MO1241'CROSSROAD, THENCE GO E. (RIGHT) 7.25 MI. TO CROSSROAD, THENCE GO N.
 MO1241'(LEFT) 0.45 MI. TO Y-RD. S. JUST N. OF DRAIN, THENCE GO N. (RIGHT)
 MO1241'0.8 MI. TO Y-RD. S., THENCE GO NNE. (RIGHT) 0.9 MI. TO Y-RD.,
 MO1241'CONTINUE NE. (STRAIGHT) 1.5 MI. TO DRAIN CROSSING.  WALK N. 164 FT.
 MO1241'TO ROCK OUTCROP AND STATION.
 MO1241'
 MO1241'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP, 5 FT. ABOVE
 MO1241'GROUND.
 MO1241'
 MO1241'REFERENCE MARK NO. 1--DRILL HOLE IN CHISELED ARROW, 25.27 FT. WSW. OF
 MO1241'STATION, N 74 DEG 04 MIN E.
 MO1241'
 MO1241'REFERENCE MARK NO. 2--DRILL HOLE IN CHISELED ARROW, 37.05 FT. N. OF
 MO1241'STATION, S 10 DEG 45 MIN W.
 MO1241'
 MO1241'REFERENCE MARKS NO. 1 AND 2 ARE 53.15 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0788 ***********************************************************************
 OX0788  DESIGNATION -  GROS ET
 OX0788  PID         -  OX0788
 OX0788  STATE/COUNTY-  WY/TETON
 OX0788  USGS QUAD   -  TURQUOISE LAKE (1996)
 OX0788
 OX0788                         *CURRENT SURVEY CONTROL
 OX0788  ___________________________________________________________________
 OX0788* NAD 83(1993)-  43 24 11.58886(N)    110 34 12.74156(W)     ADJUSTED  
 OX0788* NAVD 88     -      3409.3    (meters)   11185.     (feet)  VERTCON   
 OX0788  ___________________________________________________________________
 OX0788  LAPLACE CORR-           8.39  (seconds)                    DEFLEC99
 OX0788  GEOID HEIGHT-          -9.53  (meters)                     GEOID03
 OX0788
 OX0788  HORZ ORDER  -  THIRD
 OX0788
 OX0788.The horizontal coordinates were established by classical geodetic methods
 OX0788.and adjusted by the National Geodetic Survey in January 1997..
 OX0788
 OX0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0788
 OX0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0788
 OX0788.The geoid height was determined by GEOID03.
 OX0788
 OX0788;                    North         East     Units Scale Factor Converg.
 OX0788;SPC WY W     -   422,562.415   760,562.956   MT  0.99995662   -0 20 04.4
 OX0788;UTM  12      - 4,805,682.870   534,801.876   MT  0.99961490   +0 17 43.2
 OX0788
 OX0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0788!SPC WY W     -   0.99946715  x   0.99995662  =   0.99942379
 OX0788!UTM  12      -   0.99946715  x   0.99961490  =   0.99908226
 OX0788
 OX0788:                Primary Azimuth Mark                     Grid Az
 OX0788:SPC WY W     -  JACKSON PEAK CAIRN                       325 31 34.8
 OX0788:UTM  12      -  JACKSON PEAK CAIRN                       324 53 47.2
 OX0788
 OX0788|---------------------------------------------------------------------|
 OX0788| PID    Reference Object                     Distance      Geod. Az  |
 OX0788|                                                           dddmmss.s |
 OX0788| OX0796 JACKSON PEAK CAIRN                  APPROX. 8.0 KM 3251130.4 |
 OX0788|---------------------------------------------------------------------|
 OX0788
 OX0788                          SUPERSEDED SURVEY CONTROL
 OX0788
 OX0788  NAD 83(1993)-  43 24 11.58669(N)    110 34 12.73918(W) AD(       ) 3
 OX0788  NAD 83(1986)-  43 24 11.57640(N)    110 34 12.72697(W) AD(       ) 3
 OX0788  NAD 27      -  43 24 11.82918(N)    110 34 10.02245(W) AD(       ) 3
 OX0788  NGVD 29 (07/19/86) 3407.7    (m)        11180.     (f) VERT ANG       
 OX0788
 OX0788.Superseded values are not recommended for survey control.
 OX0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0788.See file dsdata.txt to determine how the superseded data were derived.
 OX0788
 OX0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3480205683(NAD 83)
 OX0788_MARKER: DD = SURVEY DISK
 OX0788_SETTING: 66 = SET IN ROCK OUTCROP
 OX0788_SP_SET: SET IN ROCK OUTCROP
 OX0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0788+STABILITY: POSITION/ELEVATION WELL
 OX0788
 OX0788  HISTORY     - Date     Condition        Report By
 OX0788  HISTORY     - 1965     MONUMENTED       USGS
 OX0788
 OX0788                          STATION DESCRIPTION
 OX0788
 OX0788'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0788'LOCATED ABOUT 11.1 MI. (AIRLINE) SE. OF JACKSON, WYOMING, ABOUT 9.9
 OX0788'MI. (AIRLINE) NE. OF ROGERS POINT, WYOMING, ABOUT 16 MI. (AIRLINE)
 OX0788'NNW. OF BONDURANT POST OFFICE, WYOMING, IN TETON COUNTY, WYOMING.
 OX0788'
 OX0788'STATION PEAK IS HIGHEST PEAK ON DIVIDE BETWEEN HOBACK RIVER AND
 OX0788'GRANITE CREEK.  THIS SUMMIT PEAK IS PROMINENT WHEN VIEWED FROM S.,
 OX0788'E., AND W., AND APPEARS TO HAVE TWO TOPS.  THE STATION SITE IS ON
 OX0788'THE NW. AND HIGHEST TOP OF THE TWO TOPS.
 OX0788'
 OX0788'STATION REACHED BY HELICOPTER FROM ROGERS POINT.
 OX0788'
 OX0788'STATION MARK--STANDARD BRASS TABLET, STAMPED ---GROS-ET-1965---,
 OX0788'CEMENTED IN SOLID ROCK OUTCROP.  A SMALL CAIRN WAS BUILT OVER
 OX0788'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0628 ***********************************************************************
 NT0628  DESIGNATION -  GROVE
 NT0628  PID         -  NT0628
 NT0628  STATE/COUNTY-  WY/LINCOLN
 NT0628  USGS QUAD   -  FONTENELLE GAP (1985)
 NT0628
 NT0628                         *CURRENT SURVEY CONTROL
 NT0628  ___________________________________________________________________
 NT0628* NAD 83(1993)-  42 02 03.49462(N)    110 27 02.74334(W)     ADJUSTED  
 NT0628* NAVD 88     -      2557.4    (meters)    8390.     (feet)  VERTCON   
 NT0628  ___________________________________________________________________
 NT0628  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 NT0628  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 NT0628
 NT0628  HORZ ORDER  -  THIRD
 NT0628
 NT0628.The horizontal coordinates were established by classical geodetic methods
 NT0628.and adjusted by the National Geodetic Survey in January 1997..
 NT0628
 NT0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0628
 NT0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0628
 NT0628.The geoid height was determined by GEOID03.
 NT0628
 NT0628;                    North         East     Units Scale Factor Converg.
 NT0628;SPC WY W     -   270,453.072   769,576.487   MT  0.99994889   -0 14 45.7
 NT0628;UTM  12      - 4,653,730.880   545,462.216   MT  0.99962543   +0 22 03.9
 NT0628
 NT0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0628!SPC WY W     -   0.99960116  x   0.99994889  =   0.99955007
 NT0628!UTM  12      -   0.99960116  x   0.99962543  =   0.99922674
 NT0628
 NT0628:                Primary Azimuth Mark                     Grid Az
 NT0628:SPC WY W     -  JUNIPER                                  269 18 25.6
 NT0628:UTM  12      -  JUNIPER                                  268 41 36.0
 NT0628
 NT0628|---------------------------------------------------------------------|
 NT0628| PID    Reference Object                     Distance      Geod. Az  |
 NT0628|                                                           dddmmss.s |
 NT0628| NT0642 JUNIPER                             APPROX. 4.6 KM 2690339.9 |
 NT0628|---------------------------------------------------------------------|
 NT0628
 NT0628                          SUPERSEDED SURVEY CONTROL
 NT0628
 NT0628  NAD 83(1993)-  42 02 03.48612(N)    110 27 02.74138(W) AD(       ) 3
 NT0628  NAD 83(1986)-  42 02 03.48488(N)    110 27 02.74048(W) AD(       ) 3
 NT0628  NAD 27      -  42 02 03.69305(N)    110 27 00.13219(W) AD(       ) 3
 NT0628  NGVD 29 (07/19/86) 2555.9    (m)         8385.     (f) VERT ANG       
 NT0628
 NT0628.Superseded values are not recommended for survey control.
 NT0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0628.See file dsdata.txt to determine how the superseded data were derived.
 NT0628
 NT0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4546253731(NAD 83)
 NT0628
 NT0628  HISTORY     - Date     Condition        Report By
 NT0628  HISTORY     - 1944     MONUMENTED       USGS
 NT0628  HISTORY     - 1952     GOOD             USGS
 NT0628
 NT0628                          STATION DESCRIPTION
 NT0628
 NT0628'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 NT0628'STATION CAN ALSO BE REACHED BY DRIVING N. FROM KEMMERER ABOUT 6 MI.,
 NT0628'TAKE LEFT FORK, OR WILLOW CREEK RD., TRAVEL N. TO ROCKY GAP, TURN E.
 NT0628'THROUGH GAP ABOUT 1.0 MI. TO JAMISON RANCH, CONTINUE NE. PASSING RUIN
 NT0628'OF STONE HOUSE AND CONTINUE N. ABOUT 1.0 MI. FARTHER TO CROSSING OF
 NT0628'NEXT DRAW, TURN SE. ON DIM RD. 1.0 MI. TO SMALL EARTH DAM, OR TANK,
 NT0628'DRIVE E. TO FOOT OF HILL (SOME CARS MIGHT CLIMB HILL TO E.) CLIMB HILL
 NT0628'TO E. TO SUMMIT AND WALK 0.5 MI. N. TO STATION.
 NT0628'
 NT0628'RECOVERED.
 NT0628'
 NT0628'STATION MARK - STANDARD TABLET STAMPED ---GROVE 1944--- CEMENTED IN
 NT0628'SANDSTONE BOULDER 2.0 IN. BELOW GROUND SURFACE.
 NT0628'
 NT0628'REFERENCE MARK NO.1 - CROSS CUT ON ROCK, 34.38 FT. FROM STATION
 NT0628'MARK, S 74 DEG 15 MIN E.
 NT0628'
 NT0628'REFERENCE MARK NO.2 - CROSS ON ROCK, 43.90 FT. FROM STATION MARK,
 NT0628'N 02 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0663 ***********************************************************************
 NT0663  DESIGNATION -  GROVER
 NT0663  PID         -  NT0663
 NT0663  STATE/COUNTY-  WY/LINCOLN
 NT0663  USGS QUAD   -  GROVER (1980)
 NT0663
 NT0663                         *CURRENT SURVEY CONTROL
 NT0663  ___________________________________________________________________
 NT0663* NAD 83(1993)-  42 50 06.25565(N)    110 55 26.16270(W)     ADJUSTED  
 NT0663* NAVD 88     -      2237.6    (meters)    7341.     (feet)  VERTCON   
 NT0663  ___________________________________________________________________
 NT0663  LAPLACE CORR-           9.24  (seconds)                    DEFLEC99
 NT0663  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 NT0663
 NT0663  HORZ ORDER  -  SECOND
 NT0663
 NT0663.The horizontal coordinates were established by classical geodetic methods
 NT0663.and adjusted by the National Geodetic Survey in July 1992..
 NT0663
 NT0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0663
 NT0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0663
 NT0663.The geoid height was determined by GEOID03.
 NT0663
 NT0663;                    North         East     Units Scale Factor Converg.
 NT0663;SPC WY W     -   359,675.536   731,277.662   MT  0.99999558   -0 34 17.5
 NT0663;SPC MT       - -,156,332.954   483,356.855   MT  1.00198027   -1 02 29.8
 NT0663;SPC MT       -  -512,903.39  1,585,816.45   iFT  1.00198027   -1 02 29.8
 NT0663;UTM  12      - 4,742,502.783   506,216.565   MT  0.99960048   +0 03 06.2
 NT0663
 NT0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0663!SPC WY W     -   0.99965090  x   0.99999558  =   0.99964649
 NT0663!SPC MT       -   0.99965090  x   1.00198027  =   1.00163048
 NT0663!UTM  12      -   0.99965090  x   0.99960048  =   0.99925152
 NT0663
 NT0663|---------------------------------------------------------------------|
 NT0663| PID    Reference Object                     Distance      Geod. Az  |
 NT0663|                                                           dddmmss.s |
 NT0663| CP5471 GROVER RM 1                          13.090 METERS 15731     |
 NT0663| CP5470 GROVER AZ MK                                       2254114.1 |
 NT0663| CP5472 GROVER RM 2                           9.750 METERS 24632     |
 NT0663|---------------------------------------------------------------------|
 NT0663
 NT0663                          SUPERSEDED SURVEY CONTROL
 NT0663
 NT0663  NAD 83(1986)-  42 50 06.24493(N)    110 55 26.15220(W) AD(       ) 2
 NT0663  NAD 27      -  42 50 06.50600(N)    110 55 23.39000(W) AD(       ) 2
 NT0663  NGVD 29 (07/19/86) 2236.3    (m)         7337.     (f) VERT ANG       
 NT0663
 NT0663.Superseded values are not recommended for survey control.
 NT0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0663.See file dsdata.txt to determine how the superseded data were derived.
 NT0663
 NT0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN0621742503(NAD 83)
 NT0663_MARKER: DS = TRIANGULATION STATION DISK
 NT0663_SETTING: 0 = UNSPECIFIED SETTING
 NT0663
 NT0663  HISTORY     - Date     Condition        Report By
 NT0663  HISTORY     - 1946     MONUMENTED       CGS
 NT0663
 NT0663                          STATION DESCRIPTION
 NT0663
 NT0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0663'THE STATION IS LOCATED ON THE NORTHERN END OF A DETACHED CHAIN OF
 NT0663'HILLS BETWEEN THE TOWNS OF GROVER AND TURNERVILLE, ABOUT 3
 NT0663'MILES NORTH AND 1/2 MILE EAST OF GROVER, ON THE SUMMIT OF A
 NT0663'BARE TOPPED HILL, BARE ON THE WEST SLOPE AND TIMBERED ON THE
 NT0663'EAST SLOPE, AND ON THE SECOND HIGH POINT FROM THE NORTHERN
 NT0663'END OF THE HILLS.  THE DISK IS BRAZED TO THE TOP OF A 3 INCH
 NT0663'IRON PIPE PROJECTING ABOUT 6 INCHES AND IS STAMPED GROVER
 NT0663'1946.  IT IS SET NEAR THE CENTER OF THE TOP OF THE HILL AND
 NT0663'ABOUT 18 YARDS NORTH BY WEST OF THE HIGHEST POINT OF THE
 NT0663'HILL.
 NT0663'
 NT0663'REFERENCE MARK NO. 1 IS A DISK BRAZED TO THE TOP OF A 3 INCH
 NT0663'IRON PIPE, PROJECTS ABOUT 4 INCHES AND IS STAMPED GROVER
 NT0663'NO 1 1946.  IT IS SOUTHEAST OF THE STATION AND ABOUT 4 YARDS
 NT0663'NORTH BY WEST OF THE HIGHEST POINT OF THE HILL.
 NT0663'
 NT0663'REFERENCE MARK NO. 2 IS A DISK BRAZED TO THE TOP OF A 3 INCH
 NT0663'IRON PIPE, PROJECTS ABOUT 5 INCHES AND IS STAMPED GROVER
 NT0663'NO 2 1946.  IT IS SOUTHWEST OF THE STATION AND ON THE WEST
 NT0663'SLOPE OF THE HILL.
 NT0663'
 NT0663'THE AZIMUTH MARK IS A DISK BRAZED TO THE TOP OF A 3 INCH IRON
 NT0663'PIPE, PROJECTING ABOUT 6 INCHES AND IS STAMPED GROVER 1946.
 NT0663'IT IS ABOUT 1.0 MILE AIRLINE SOUTH SOUTHWEST OF THE STATION,
 NT0663'30 FEET WEST OF THE CENTER OF A COUNTY ROAD, IN A FENCE LINE
 NT0663'AND 1 FOOT NORTH OF A TELEPHONE POLE.  TO REACH FROM THE
 NT0663'POST OFFICE IN GROVER GO NORTH ON U.S. HIGHWAY NO. 89 FOR 0.1
 NT0663'MILE TO WHERE IT TURNS LEFT, CONTINUE STRAIGHT AHEAD, NORTH,
 NT0663'ON A DIRT ROAD FOR 2.2 MILES TO THE MARK ON THE LEFT AS
 NT0663'DESCRIBED.
 NT0663'
 NT0663'TO REACH THE STATION FROM THE POST OFFICE IN GROVER GO NORTH
 NT0663'ON U.S. HIGHWAY NO. 89 FOR 0.1 MILE TO A SIDE ROAD RIGHT,
 NT0663'TURN RIGHT AND FOLLOW MAIN ROAD UP CANYON FOR 2.75 MILES TO
 NT0663'A PASS AND SIGN GROVER PARK DIVIDE EL. 7050, CONTINUE AHEAD
 NT0663'ON MAIN ROAD 0.2 MILE TO A SIDE ROAD LEFT AND SIGN BRADSHAW
 NT0663'WOOD ROAD.  TURN LEFT AND FOLLOW FOR 0.4 MILE TO A FORK, TAKE
 NT0663'RIGHT FORK AND GO 1.1 MILES TO A FORK, TAKE RIGHT FORK FOR
 NT0663'0.05 MILE, THEN KEEP LEFT AT OLD LOG LOADING PLACE AND GO
 NT0663'0.4 MILE TO FORK, TAKE LEFT FORK AND CONTINUE FOR 0.45 MILE
 NT0663'ACROSS OPEN MEADOWS TO WHERE ROAD ENTERS TIMBER AGAIN, THIS
 NT0663'IS 0.2 MILE BEFORE REACHING A FENCE LINE.  HERE LEAVE MAIN
 NT0663'TRAIL, TURN LEFT ON A DIM TRAIL AND FOLLOW UP A DRAW TO A
 NT0663'SADDLE FOR 0.25 MILE, CONTINUE AHEAD, STARTING DOWN HILL, FOR
 NT0663'0.1 MILE TO A BARE HILLSIDE ON THE RIGHT.  TURN RIGHT UP
 NT0663'THE HILL AND GO 0.15 MILE TO THE SUMMIT AND THE STATION
 NT0663'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1284 ***********************************************************************
 PY1284  DESIGNATION -  GRSL
 PY1284  PID         -  PY1284
 PY1284  STATE/COUNTY-  WY/TETON
 PY1284  USGS QUAD   -  GRASSY LAKE RESERVOIR (1989)
 PY1284
 PY1284                         *CURRENT SURVEY CONTROL
 PY1284  ___________________________________________________________________
 PY1284* NAD 83(1993)-  44 07 45.59643(N)    110 49 11.91534(W)     ADJUSTED  
 PY1284* NAVD 88     -      2200.6    (meters)    7220.     (feet)  GPS OBS   
 PY1284  ___________________________________________________________________
 PY1284  X           -  -1,630,390.237 (meters)                     COMP
 PY1284  Y           -  -4,287,528.874 (meters)                     COMP
 PY1284  Z           -   4,419,943.781 (meters)                     COMP
 PY1284  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 PY1284  ELLIP HEIGHT-        2191.82  (meters)          (09/07/01) GPS OBS
 PY1284  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 PY1284
 PY1284  HORZ ORDER  -  FIRST
 PY1284  ELLP ORDER  -  FOURTH    CLASS I
 PY1284
 PY1284.The horizontal coordinates were established by GPS observations
 PY1284.and adjusted by the National Geodetic Survey in May 1992..
 PY1284
 PY1284.The orthometric height was determined by GPS observations and a
 PY1284.high-resolution geoid model.
 PY1284
 PY1284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1284
 PY1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1284
 PY1284.The ellipsoidal height was determined by GPS observations
 PY1284.and is referenced to NAD 83.
 PY1284
 PY1284.The geoid height was determined by GEOID03.
 PY1284
 PY1284;                    North         East     Units Scale Factor Converg.
 PY1284;SPC WY W     -   503,382.864   741,048.785   MT  0.99998023   -0 30 46.5
 PY1284;UTM  12      - 4,886,253.416   514,401.837   MT  0.99960255   +0 07 31.2
 PY1284
 PY1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1284!SPC WY W     -   0.99965643  x   0.99998023  =   0.99963667
 PY1284!UTM  12      -   0.99965643  x   0.99960255  =   0.99925912
 PY1284
 PY1284|---------------------------------------------------------------------|
 PY1284| PID    Reference Object                     Distance      Geod. Az  |
 PY1284|                                                           dddmmss.s |
 PY1284| PY1285 GRSL AZ MK                          351.417 METERS 04202     |
 PY1284|---------------------------------------------------------------------|
 PY1284
 PY1284                          SUPERSEDED SURVEY CONTROL
 PY1284
 PY1284  NAD 83(1993)-  44 07 45.58700(N)    110 49 11.89925(W) AD(       ) 1
 PY1284  ELLIP H (05/15/92) 2191.91   (m)                       GP(       ) 4 2
 PY1284  NAD 27      -  44 07 45.83008(N)    110 49 09.13010(W) AD(       ) 1
 PY1284  NGVD 29 (06/11/92) 2199.2    (m)         7215.     (f) GPS OBS        
 PY1284
 PY1284.Superseded values are not recommended for survey control.
 PY1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1284.See file dsdata.txt to determine how the superseded data were derived.
 PY1284
 PY1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1440286253(NAD 83)
 PY1284_MARKER: DD = SURVEY DISK
 PY1284_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PY1284_SP_SET: DRILL HOLE IN CONCRETE HEADWAL
 PY1284_STAMPING: GRSL 1991
 PY1284_MARK LOGO: NGS   
 PY1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1284+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 PY1284
 PY1284  HISTORY     - Date     Condition        Report By
 PY1284  HISTORY     - 1991     MONUMENTED       NGS
 PY1284  HISTORY     - 19910924 GOOD             NGS
 PY1284
 PY1284                          STATION DESCRIPTION
 PY1284
 PY1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PY1284'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) WEST OF THE SOUTH
 PY1284'ENTRANCE TO YELLOWSTONE NATIONAL PARK, AT THE GRASSY LAKE DAM IN THE
 PY1284'TARGHEE NATIONAL FOREST.  OWNERSHIP--U.S. FOREST SERVICE.
 PY1284'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO YELLOWSTONE NATIONAL
 PY1284'PARK, GO SOUTH ON U.S. HIGHWAYS 187 AND 191 FOR 3.2 KM (2.0 MI) TO A
 PY1284'PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON THE PAVED ROAD FOR
 PY1284'0.8 KM (0.5 MI) TO A T-ROAD.  TURN RIGHT AND GO 1.0 KM (0.6 MI) TO
 PY1284'THE END OF PAVEMENT.  CONTINUE ON GRASSY LAKE ROAD (PAVED, THEN DIRT)
 PY1284'FOR 16.4 KM (10.2 MI) TO THE NORTHEAST END OF GRASSY LAKE DAM AND A
 PY1284'CROSSROAD.  CONTINUE AHEAD, ACROSS THE DAM FOR 0.38 KM (0.24 MI) TO A
 PY1284'SIDE ROAD LEFT.  TURN LEFT AND GO 0.04 KM (0.02 MI) TO THE STATION ON
 PY1284'THE LEFT ABOUT 28 M (91.9 FT) NORTH AND 4 M (13.1 FT) LOWER THAN THE
 PY1284'DIRT ROAD.
 PY1284'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN THE CONCRETE
 PY1284'SPILLWAY HEADWALL.  LOCATED 27.8 M (91.2 FT) NORTH OF THE CENTER OF
 PY1284'THE DIRT ROAD, 26 M (85.3 FT) NORTHWEST OF THE EDGE OF A SMALL
 PY1284'PARKING AREA AND 9.8 M (32.2 FT) SOUTHEAST OF A CHAIN LINK FENCE
 PY1284'CORNER.
 PY1284'NOTE--8 FOOT TRIPOD REQUIRED FOR SETUP AND POINT OCCUPIED IS A CHISLED
 PY1284'TRIANGLE WITH CENTER PUNCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1285 ***********************************************************************
 PY1285  DESIGNATION -  GRSL AZ MK
 PY1285  PID         -  PY1285
 PY1285  STATE/COUNTY-  WY/TETON
 PY1285  USGS QUAD   -  GRASSY LAKE RESERVOIR (1989)
 PY1285
 PY1285                         *CURRENT SURVEY CONTROL
 PY1285  ___________________________________________________________________
 PY1285* NAD 83(1993)-  44 07 54.05189(N)    110 49 01.32916(W)     ADJUSTED  
 PY1285* NAVD 88     -      2201.0    (meters)    7221.     (feet)  GPS OBS   
 PY1285  ___________________________________________________________________
 PY1285  X           -  -1,630,105.700 (meters)                     COMP
 PY1285  Y           -  -4,287,442.939 (meters)                     COMP
 PY1285  Z           -   4,420,131.485 (meters)                     COMP
 PY1285  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 PY1285  ELLIP HEIGHT-        2192.28  (meters)          (09/07/01) GPS OBS
 PY1285  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY1285
 PY1285  HORZ ORDER  -  FIRST
 PY1285  ELLP ORDER  -  FOURTH    CLASS I
 PY1285
 PY1285.The horizontal coordinates were established by GPS observations
 PY1285.and adjusted by the National Geodetic Survey in May 1992..
 PY1285
 PY1285.The orthometric height was determined by GPS observations and a
 PY1285.high-resolution geoid model.
 PY1285
 PY1285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1285
 PY1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1285
 PY1285.The ellipsoidal height was determined by GPS observations
 PY1285.and is referenced to NAD 83.
 PY1285
 PY1285.The geoid height was determined by GEOID03.
 PY1285
 PY1285;                    North         East     Units Scale Factor Converg.
 PY1285;SPC WY W     -   503,641.725   741,286.440   MT  0.99997988   -0 30 39.2
 PY1285;UTM  12      - 4,886,514.810   514,636.504   MT  0.99960263   +0 07 38.6
 PY1285
 PY1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1285!SPC WY W     -   0.99965636  x   0.99997988  =   0.99963625
 PY1285!UTM  12      -   0.99965636  x   0.99960263  =   0.99925913
 PY1285
 PY1285|---------------------------------------------------------------------|
 PY1285| PID    Reference Object                     Distance      Geod. Az  |
 PY1285|                                                           dddmmss.s |
 PY1285| PY1284 GRSL                                351.417 METERS 22203     |
 PY1285| PY1273 GRASSY LAKE DAM                     265.371 METERS 26546     |
 PY1285|---------------------------------------------------------------------|
 PY1285
 PY1285                          SUPERSEDED SURVEY CONTROL
 PY1285
 PY1285  NAD 83(1993)-  44 07 54.04248(N)    110 49 01.31307(W) AD(       ) 1
 PY1285  ELLIP H (05/15/92) 2192.36   (m)                       GP(       ) 4 2
 PY1285  NAD 27      -  44 07 54.28511(N)    110 48 58.54424(W) AD(       ) 1
 PY1285  NGVD 29 (06/11/92) 2199.7    (m)         7217.     (f) GPS OBS        
 PY1285
 PY1285.Superseded values are not recommended for survey control.
 PY1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1285.See file dsdata.txt to determine how the superseded data were derived.
 PY1285
 PY1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1463786515(NAD 83)
 PY1285_MARKER: DZ = AZIMUTH MARK DISK
 PY1285_SETTING: 80 = SET IN A BOULDER
 PY1285_SP_SET: IN DRILL HOLE IN A BOULDER
 PY1285_STAMPING: GRSL 1991
 PY1285_MARK LOGO: NGS   
 PY1285_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1285+STABILITY: SURFACE MOTION
 PY1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1285+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1991
 PY1285
 PY1285  HISTORY     - Date     Condition        Report By
 PY1285  HISTORY     - 1991     MONUMENTED       NGS
 PY1285  HISTORY     - 19910924 GOOD             NGS
 PY1285
 PY1285                          STATION DESCRIPTION
 PY1285
 PY1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PY1285'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) WEST OF THE SOUTH
 PY1285'ENTRANCE TO YELLOWSTONE NATIONAL PARK, AT THE GRASSY LAKE DAM IN THE
 PY1285'TARGHEE NATIONAL FOREST.  OWNERSHIP--U.S. FOREST SERVICE.
 PY1285'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO YELLOWSTONE NATIONAL
 PY1285'PARK, GO SOUTH ON U.S. HIGHWAYS 187 AND 191 FOR 3.2 KM (2.0 MI) TO A
 PY1285'PAVED ROAD RIGHT INTO THE FLAGG RANCH CAMPGROUND.  TURN RIGHT AND GO
 PY1285'NORTHWEST ON THE PAVED ROAD FOR 1.0 KM (0.6 MI) TO A FORK.  TAKE THE
 PY1285'LEFT FORK AND GO WESTERLY ON GRASSY LAKE ROAD (PAVED, THEN DIRT) FOR
 PY1285'15.9 KM (9.9 MI) TO THE NORTHEAST END OF GRASSY LAKE DAM, A DIRT
 PY1285'CROSSROAD AND THE STATION ON THE LEFT.
 PY1285'THE STATION IS AN AZIMUTH MARK DISK SET IN A DRILL HOLE IN A 0.5 X 0.3
 PY1285'METER BOULDER.  LOCATED 9.8 M (32.2 FT) SOUTHWEST OF THE CENTER OF
 PY1285'THE DIRT ROAD THAT LEADS ACROSS THE DAM, 5.4 M (17.7 FT) SOUTHWEST OF
 PY1285'THE CENTER OF THE DIRT ROAD THAT LEADS ALONG THE NORTH SIDE OF THE
 PY1285'RESERVOIR AND 5.4 M (17.7 FT) SOUTHWEST FROM THE NORTHEAST CORNER
 PY1285'POST OF THE STONE HEADWALL ACROSS THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0805 ***********************************************************************
 PY0805  DESIGNATION -  GS 1
 PY0805  PID         -  PY0805
 PY0805  STATE/COUNTY-  WY/TETON
 PY0805  USGS QUAD   -  WEST THUMB (1986)
 PY0805
 PY0805                         *CURRENT SURVEY CONTROL
 PY0805  ___________________________________________________________________
 PY0805* NAD 83(1986)-  44 23 43.     (N)    110 34 31.     (W)     SCALED    
 PY0805* NAVD 88     -      2389.133  (meters)    7838.35   (feet)  ADJUSTED  
 PY0805  ___________________________________________________________________
 PY0805  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 PY0805  DYNAMIC HT  -        2387.523 (meters)    7833.06  (feet)  COMP
 PY0805  MODELED GRAV-     979,857.8   (mgal)                       NAVD 88
 PY0805
 PY0805  VERT ORDER  -  FIRST     CLASS II
 PY0805
 PY0805.The horizontal coordinates were scaled from a topographic map and have
 PY0805.an estimated accuracy of +/- 6 seconds.
 PY0805
 PY0805.The orthometric height was determined by differential leveling
 PY0805.and adjusted by the National Geodetic Survey in June 1991..
 PY0805
 PY0805.The geoid height was determined by GEOID03.
 PY0805
 PY0805.The dynamic height is computed by dividing the NAVD 88
 PY0805.geopotential number by the normal gravity value computed on the
 PY0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0805.degrees latitude (g = 980.6199 gals.).
 PY0805
 PY0805.The modeled gravity was interpolated from observed gravity values.
 PY0805
 PY0805;                    North         East    Units  Estimated Accuracy
 PY0805;SPC WY W     -   532,790.      760,810.      MT  (+/- 180 meters Scaled)
 PY0805
 PY0805                          SUPERSEDED SURVEY CONTROL
 PY0805
 PY0805  NGVD 29 (08/20/92) 2387.745  (m)         7833.79   (f) ADJUSTED    1 2
 PY0805
 PY0805.Superseded values are not recommended for survey control.
 PY0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0805.See file dsdata.txt to determine how the superseded data were derived.
 PY0805
 PY0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ338158(NAD 83)
 PY0805_MARKER: DB = BENCH MARK DISK
 PY0805_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PY0805_SP_SET: RETAINING WALL
 PY0805_STAMPING: GS 1 1977
 PY0805_MARK LOGO: NPS   
 PY0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0805
 PY0805  HISTORY     - Date     Condition        Report By
 PY0805  HISTORY     - 1977     MONUMENTED       NPS
 PY0805  HISTORY     - 1987     GOOD             NGS
 PY0805
 PY0805                          STATION DESCRIPTION
 PY0805
 PY0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0805'1.4 KM (0.85 MI) NORTH FROM GRANT VILLAGE.
 PY0805'0.8 KM (0.50 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0805'JUNCTION OF GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, THENCE 0.6
 PY0805'KM (0.35 MI) SOUTHWEST ALONG A SERVICE ROAD, IN TOP OF AND 0.3 M (1.0
 PY0805'FT) EAST OF THE WEST END OF THE NORTH CONCRETE RETAINING WALL OF AN
 PY0805'OLD ABANDONED INCINERATOR, AND 32.1 M (105.3 FT) EAST OF THE CENTER
 PY0805'OF THE GATE LEADING INTO THE COMPOUND.
 PY0805'THE MARK IS 0.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0590 ***********************************************************************
 NQ0590  DESIGNATION -  GTMT 1
 NQ0590  PID         -  NQ0590
 NQ0590  STATE/COUNTY-  WY/CONVERSE
 NQ0590  USGS QUAD   -  SUNDQUIST RANCH (1974)
 NQ0590
 NQ0590                         *CURRENT SURVEY CONTROL
 NQ0590  ___________________________________________________________________
 NQ0590* NAD 83(1993)-  42 52 54.63944(N)    105 23 19.47785(W)     ADJUSTED  
 NQ0590* NAVD 88     -      1592.     (meters)    5223.     (feet)  VERTCON   
 NQ0590  ___________________________________________________________________
 NQ0590  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 NQ0590  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 NQ0590
 NQ0590  HORZ ORDER  -  THIRD
 NQ0590
 NQ0590.The horizontal coordinates were established by classical geodetic methods
 NQ0590.and adjusted by the National Geodetic Survey in January 1997..
 NQ0590
 NQ0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0590
 NQ0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0590
 NQ0590.The geoid height was determined by GEOID03.
 NQ0590
 NQ0590;                    North         East     Units Scale Factor Converg.
 NQ0590;SPC WY E     -   264,552.419   181,858.083   MT  0.99994155   -0 09 04.0
 NQ0590;UTM  13      - 4,747,767.229   468,253.465   MT  0.99961240   -0 15 52.3
 NQ0590
 NQ0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0590!SPC WY E     -   0.99975270  x   0.99994155  =   0.99969427
 NQ0590!UTM  13      -   0.99975270  x   0.99961240  =   0.99936520
 NQ0590
 NQ0590:                Primary Azimuth Mark                     Grid Az
 NQ0590:SPC WY E     -  GUMBO                                    253 42 54.1
 NQ0590:UTM  13      -  GUMBO                                    253 49 42.4
 NQ0590
 NQ0590|---------------------------------------------------------------------|
 NQ0590| PID    Reference Object                     Distance      Geod. Az  |
 NQ0590|                                                           dddmmss.s |
 NQ0590| NQ0586 GUMBO                               APPROX. 4.4 KM 2533350.1 |
 NQ0590|---------------------------------------------------------------------|
 NQ0590
 NQ0590                          SUPERSEDED SURVEY CONTROL
 NQ0590
 NQ0590  NAD 83(1986)-  42 52 54.61897(N)    105 23 19.46363(W) AD(       ) 3
 NQ0590  NAD 27      -  42 52 54.73475(N)    105 23 17.51992(W) AD(       ) 3
 NQ0590  NGVD 29 (07/19/86) 1591.     (m)         5220.     (f) VERT ANG       
 NQ0590
 NQ0590.Superseded values are not recommended for survey control.
 NQ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0590.See file dsdata.txt to determine how the superseded data were derived.
 NQ0590
 NQ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6825347767(NAD 83)
 NQ0590_MARKER: DD = SURVEY DISK
 NQ0590_SETTING: 0 = UNSPECIFIED SETTING
 NQ0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0590
 NQ0590  HISTORY     - Date     Condition        Report By
 NQ0590  HISTORY     - 1948     MONUMENTED       USGS
 NQ0590
 NQ0590                          STATION DESCRIPTION
 NQ0590
 NQ0590'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0590'LOCATED APPROXIMATELY 1/2 MI. NW. OF LARGEST DRAIN FORK IN AREA ON
 NQ0590'HIGH POINT WHERE DRAINAGE FALLS AWAY TO S. ON ONE SIDE AND W. ON THE
 NQ0590'OTHER, 354.7 FT. NE. OF FAINT TRAIL FORKS IN SECTION 28, R 71 W,
 NQ0590'T 34 N.
 NQ0590'
 NQ0590'TO REACH FROM IN FRONT OF CONVERSE COUNTY COURTHOUSE IN DOUGLAS, GO
 NQ0590'N. TO END OF BLOCK, TURN LEFT (W.) FOR ONE BLOCK TO CORNER OF HIGHWAYS
 NQ0590'U.S. 87 AND STATE 59.  TAKE U.S. HIGHWAY 87 W. FOR 2.85 MI., TURN
 NQ0590'RIGHT (N.) ONTO ROSS RD. FOR 2.6 MI. TO MORTONS CORNER (ENTRANCE TO
 NQ0590'MORTON RANCH), TURN LEFT (W.) CONTINUING ON ROSS RD. FOR 3.75 MI. TO
 NQ0590'RIGHT TURN AND CHICAGO AND NORTHWESTERN RAILROAD CROSSING.  CONTINUE
 NQ0590'ON ROSS RD. FOR 1.65 MI. TO NORTH PLATTE RIVER CROSSING AND CHICAGO,
 NQ0590'BURLINGTON AND QUINCY RAILROAD UNDERPASS.  STILL CONTINUING ON ROSS
 NQ0590'RD. GO FOR 0.6 MI., TURN RIGHT (NE.) THROUGH GATE AND TAKE EXTREME
 NQ0590'RIGHT RD. FORK FOR 0.7 MI. TO SECOND RD. FORK.  TAKE RIGHT FORK (E.)
 NQ0590'FOR 0.65 MI. TO FARM BUILDINGS, PASSING ON S. SIDE.  TAKE FAINT RIGHT
 NQ0590'RD. FORK (SE.) FOR 2.15 MI. TO SECOND N-S. FENCE AND GATE.  PASS
 NQ0590'THROUGH GATE, TURN LEFT (N.) ON TRAIL FOR 0.45 MI., THEN RIGHT (E.)
 NQ0590'FOR 0.6 MI. TO LARGE DRAIN FORKS.  CROSS DRAIN FORKS (N.) AND TAKE
 NQ0590'RIGHT RD. FORK THAT ANGLES N. AND E. FOR 3.00 MI. TO TOP OF LONG
 NQ0590'RIDGE AND STATION.
 NQ0590'
 NQ0590'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 NQ0590'---GTMT-1 1948---.
 NQ0590'
 NQ0590'REFERENCE MARK NO. 1--3/4 IN. PIPE, DISTANCE OF 32.70 FT.,
 NQ0590'S 77 DEG 12 MIN E, FROM STATION.
 NQ0590'
 NQ0590'REFERENCE MARK NO. 2--3/4 IN. PIPE, DISTANCE OF 39.60 FT.,
 NQ0590'S 20 DEG 11 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0203 ***********************************************************************
 MR0203  DESIGNATION -  GUARD
 MR0203  PID         -  MR0203
 MR0203  STATE/COUNTY-  WY/LINCOLN
 MR0203  USGS QUAD   -  FOSSIL (1985)
 MR0203
 MR0203                         *CURRENT SURVEY CONTROL
 MR0203  ___________________________________________________________________
 MR0203* NAD 83(1993)-  41 48 49.01747(N)    110 42 19.53687(W)     ADJUSTED  
 MR0203* NAVD 88     -      2041.367  (meters)    6697.38   (feet)  ADJUSTED  
 MR0203  ___________________________________________________________________
 MR0203  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 MR0203  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MR0203  DYNAMIC HT  -        2039.615 (meters)    6691.64  (feet)  COMP
 MR0203  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 MR0203
 MR0203  HORZ ORDER  -  THIRD
 MR0203  VERT ORDER  -  SECOND    CLASS 0
 MR0203
 MR0203.The horizontal coordinates were established by classical geodetic methods
 MR0203.and adjusted by the National Geodetic Survey in January 1997..
 MR0203
 MR0203.The orthometric height was determined by differential leveling
 MR0203.and adjusted by the National Geodetic Survey in June 1991..
 MR0203
 MR0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0203
 MR0203.The geoid height was determined by GEOID03.
 MR0203
 MR0203.The dynamic height is computed by dividing the NAVD 88
 MR0203.geopotential number by the normal gravity value computed on the
 MR0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0203.degrees latitude (g = 980.6199 gals.).
 MR0203
 MR0203.The modeled gravity was interpolated from observed gravity values.
 MR0203
 MR0203;                    North         East     Units Scale Factor Converg.
 MR0203;SPC WY W     -   246,064.145   748,312.059   MT  0.99997036   -0 24 53.2
 MR0203;UTM  12      - 4,629,124.489   524,466.916   MT  0.99960737   +0 11 47.0
 MR0203
 MR0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0203!SPC WY W     -   0.99968213  x   0.99997036  =   0.99965250
 MR0203!UTM  12      -   0.99968213  x   0.99960737  =   0.99928963
 MR0203
 MR0203|---------------------------------------------------------------------|
 MR0203| PID    Reference Object                     Distance      Geod. Az  |
 MR0203|                                                           dddmmss.s |
 MR0203| MR0201 GUARD RM 1                           11.982 METERS 10334     |
 MR0203| MR0202 GUARD RM 2                           14.781 METERS 19228     |
 MR0203| MR0204 GUARD AZ MK                                        2840401.7 |
 MR0203|---------------------------------------------------------------------|
 MR0203
 MR0203                          SUPERSEDED SURVEY CONTROL
 MR0203
 MR0203  NAD 83(1986)-  41 48 49.00715(N)    110 42 19.53644(W) AD(       ) 3
 MR0203  NAD 27      -  41 48 49.19690(N)    110 42 16.90280(W) AD(       ) 3
 MR0203  NGVD 29 (??/??/92) 2039.983  (m)         6692.84   (f) ADJ UNCH    2 0
 MR0203
 MR0203.Superseded values are not recommended for survey control.
 MR0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0203.See file dsdata.txt to determine how the superseded data were derived.
 MR0203
 MR0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM2446729124(NAD 83)
 MR0203_MARKER: DS = TRIANGULATION STATION DISK
 MR0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0203_STAMPING: GUARD 1962
 MR0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0203+STABILITY: SURFACE MOTION
 MR0203
 MR0203  HISTORY     - Date     Condition        Report By
 MR0203  HISTORY     - 1962     MONUMENTED       CGS
 MR0203  HISTORY     - 1966     GOOD             CGS
 MR0203  HISTORY     - 1966     GOOD             NGS
 MR0203
 MR0203                          STATION DESCRIPTION
 MR0203
 MR0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0203'STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 30N, AIRLINE,
 MR0203'ABOUT 10 MILES WEST OF KEMMERER, 14 MILES EAST OF THE JUNCTION
 MR0203'OF U.S. HIGHWAY 30N AND STATE HIGHWAY 89.  IT IS ON THE PROPERTY
 MR0203'OF RICHARD LEWIS.
 MR0203'
 MR0203'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30N AND
 MR0203'189, IN THE NORTH PART OF KEMMERER, GO WESTERLY ON U.S. HIGHWAY
 MR0203'30N FOR 9.5 MILES TO A PAVED SIDE ROAD ON THE LEFT (THIS IS
 MR0203'1.25 MILES BEFORE REACHING THE RAILROAD OVERPASS).  TO REACH
 MR0203'THE AZIMUTH MARK FROM HERE, CONTINUE WEST FOR 0.3 MILE TO THE
 MR0203'MARK ON THE LEFT.  TO REACH THE STATION, TURN LEFT ON THE PAVED
 MR0203'SIDE ROAD AND GO 0.1 MILE TO A CATTLE GUARD AND THE STATION ON
 MR0203'THE LEFT.
 MR0203'
 MR0203'STATION MARK IS A STANDARD DISK, STAMPED GUARD 1962, SET IN THE
 MR0203'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 MR0203'IT IS ABOUT 350 FEET SOUTH OF THE HIGHWAY, 144.3 FEET EAST OF
 MR0203'THE SIDE ROAD CENTERLINE AT CENTER OF CATTLE GUARD AND 3.5 FEET
 MR0203'SOUTH OF A METAL WITNESS POST AND FENCE LINE.
 MR0203'
 MR0203'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GUARD NO 1 1962,
 MR0203'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0203'3 INCHES, 2 FEET HIGHER THAN THE STATION AND 1.5 FEET SOUTH
 MR0203'OF THE FENCE LINE.
 MR0203'
 MR0203'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GUARD NO 2 1962,
 MR0203'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0203'3 INCHES, 3 FEET HIGHER THAN THE STATION, 94 FEET EAST OF THE
 MR0203'CENTERLINE OF THE SIDE ROAD AND 52.5 FEET SOUTH OF THE FENCE
 MR0203'LINE.
 MR0203'
 MR0203'AZIMUTH MARK IS A STANDARD DISK, STAMPED GUARD 1962, SET IN
 MR0203'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 MR0203'IT IS 125.4 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30N,
 MR0203'2.3 FEET SOUTH SOUTHEAST OF A FENCE CORNER AND 3.4 FEET SOUTH
 MR0203'SOUTHEAST OF A METAL WITNESS POST.
 MR0203
 MR0203                          STATION RECOVERY (1966)
 MR0203
 MR0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CS)
 MR0203'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH WERE RECOVERED
 MR0203'IN GOOD CONDITION.
 MR0203'
 MR0203'TO REACH FROM THE UNION PACIFIC RAILROAD STATION AT KEMMERER,
 MR0203'GO 5.2 MILES WEST ALONG THE RAILROAD, THENCE 4.05 MILES WEST
 MR0203'ALONG U.S. HIGHWAY 30N.
 MR0203'
 MR0203'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 MR0203'GUARD 1962.  278 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 MR0203'135 FEET EAST OF THE EAST CORNER OF A STEEL CATTLEGUARD,
 MR0203'3.7 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A
 MR0203'CONCRETE POST PROJECTING 0.4 FOOT.
 MR0203'
 MR0203'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED GUARD NO
 MR0203'1 1962.  39.31 FEET EAST-SOUTHEAST OF THE STATION, 277 FEET
 MR0203'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 MR0203'CONCRETE POST PROJECTING 0.3 FOOT.
 MR0203'
 MR0203'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED GUARD NO
 MR0203'2 1962, 48.49 FEET SOUTH-SOUTHWEST OF THE STATION, 326.5 FEET
 MR0203'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF
 MR0203'A CONCRETE POST PROJECTING 0.3 FOOT.
 MR0203'
 MR0203'THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK, STAMPED GUARD
 MR0203'1962.  0.45 MILE WEST OF THE STATION, 125-1/2 FEET SOUTH OF
 MR0203'THE CENTER LINE OF THE HIGHWAY, 3.5 FEET SOUTHEAST OF A WITNESS
 MR0203'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 MR0203'0.3 FOOT ABOVE THE GROUND.
 MR0203'
 MR0203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 MR0203'WEST OF KEMMERER
 MR0203
 MR0203                          STATION RECOVERY (1966)
 MR0203
 MR0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MR0203'9.25 MI W FROM KEMMERER.
 MR0203'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0203'KEMMERER, THENCE 4.05 MILES WEST ALONG U.S. HIGHWAY 30N, 0.15 MILE
 MR0203'EAST OF THE JUNCTION OF AN ASPHALT ROAD SOUTH, 278 FEET SOUTH OF THE
 MR0203'CENTER LINE OF THE HIGHWAY, 142 FEET EAST OF THE CENTER LINE OF A
 MR0203'ROAD, 135 FEET EAST OF THE EAST CORNER OF A STEEL CATTLEGUARD, 48.49
 MR0203'FEET NORTH-NORTHEAST OF R.M. 2, 39.31 FEET WEST-NORTHWEST OF R.M. 1,
 MR0203'3.7 FEET SOUTH OF A FENCE AND WITNESS POST, ABOUT 25 FEET HIGHER THAN
 MR0203'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MR0203'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0204 ***********************************************************************
 MR0204  DESIGNATION -  GUARD AZ MK
 MR0204  PID         -  MR0204
 MR0204  STATE/COUNTY-  WY/LINCOLN
 MR0204  USGS QUAD   -  FOSSIL (1985)
 MR0204
 MR0204                         *CURRENT SURVEY CONTROL
 MR0204  ___________________________________________________________________
 MR0204* NAD 83(1986)-  41 48 54.     (N)    110 42 47.     (W)     SCALED    
 MR0204* NAVD 88     -      2027.656  (meters)    6652.40   (feet)  ADJUSTED  
 MR0204  ___________________________________________________________________
 MR0204  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 MR0204  DYNAMIC HT  -        2025.918 (meters)    6646.70  (feet)  COMP
 MR0204  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 MR0204
 MR0204  VERT ORDER  -  SECOND    CLASS 0
 MR0204
 MR0204.The horizontal coordinates were scaled from a topographic map and have
 MR0204.an estimated accuracy of +/- 6 seconds.
 MR0204
 MR0204.The orthometric height was determined by differential leveling
 MR0204.and adjusted by the National Geodetic Survey in June 1991..
 MR0204
 MR0204.The geoid height was determined by GEOID03.
 MR0204
 MR0204.The dynamic height is computed by dividing the NAVD 88
 MR0204.geopotential number by the normal gravity value computed on the
 MR0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0204.degrees latitude (g = 980.6199 gals.).
 MR0204
 MR0204.The modeled gravity was interpolated from observed gravity values.
 MR0204
 MR0204;                    North         East    Units  Estimated Accuracy
 MR0204;SPC WY W     -   246,220.      747,680.      MT  (+/- 180 meters Scaled)
 MR0204
 MR0204                          SUPERSEDED SURVEY CONTROL
 MR0204
 MR0204  NGVD 29 (??/??/92) 2026.273  (m)         6647.86   (f) ADJ UNCH    2 0
 MR0204
 MR0204.Superseded values are not recommended for survey control.
 MR0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0204.See file dsdata.txt to determine how the superseded data were derived.
 MR0204
 MR0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM238292(NAD 83)
 MR0204_MARKER: DZ = AZIMUTH MARK DISK
 MR0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0204_STAMPING: GUARD 1962
 MR0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0204+STABILITY: SURFACE MOTION
 MR0204
 MR0204  HISTORY     - Date     Condition        Report By
 MR0204  HISTORY     - 1962     MONUMENTED       CGS
 MR0204  HISTORY     - 1966     GOOD             NGS
 MR0204
 MR0204                          STATION DESCRIPTION
 MR0204
 MR0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0204'9.7 MI W FROM KEMMERER.
 MR0204'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0204'KEMMERER, THENCE 4.5 MILES WEST ALONG U.S. HIGHWAY 30N, 0.3 MILE WEST
 MR0204'OF THE JUNCTION OF AN ASPHALT ROAD SOUTH, 125 1/2 FEET SOUTH OF THE
 MR0204'CENTER LINE OF THE HIGHWAY, 2 1/2 FEET SOUTHEAST OF A FENCE CORNER
 MR0204'POST, 3.1 FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MONUMENT, 1.3
 MR0204'FEET EAST OF A FENCE, 3.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT 4
 MR0204'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MR0204'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0201 ***********************************************************************
 MR0201  DESIGNATION -  GUARD RM 1
 MR0201  PID         -  MR0201
 MR0201  STATE/COUNTY-  WY/LINCOLN
 MR0201  USGS QUAD   -  FOSSIL (1985)
 MR0201
 MR0201                         *CURRENT SURVEY CONTROL
 MR0201  ___________________________________________________________________
 MR0201* NAD 83(1986)-  41 48 48.     (N)    110 42 19.     (W)     SCALED    
 MR0201* NAVD 88     -      2041.904  (meters)    6699.15   (feet)  ADJUSTED  
 MR0201  ___________________________________________________________________
 MR0201  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MR0201  DYNAMIC HT  -        2040.151 (meters)    6693.40  (feet)  COMP
 MR0201  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 MR0201
 MR0201  VERT ORDER  -  SECOND    CLASS 0
 MR0201
 MR0201.The horizontal coordinates were scaled from a topographic map and have
 MR0201.an estimated accuracy of +/- 6 seconds.
 MR0201
 MR0201.The orthometric height was determined by differential leveling
 MR0201.and adjusted by the National Geodetic Survey in June 1991..
 MR0201
 MR0201.The geoid height was determined by GEOID03.
 MR0201
 MR0201.The dynamic height is computed by dividing the NAVD 88
 MR0201.geopotential number by the normal gravity value computed on the
 MR0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0201.degrees latitude (g = 980.6199 gals.).
 MR0201
 MR0201.The modeled gravity was interpolated from observed gravity values.
 MR0201
 MR0201;                    North         East    Units  Estimated Accuracy
 MR0201;SPC WY W     -   246,030.      748,320.      MT  (+/- 180 meters Scaled)
 MR0201
 MR0201                          SUPERSEDED SURVEY CONTROL
 MR0201
 MR0201  NGVD 29 (??/??/92) 2040.520  (m)         6694.61   (f) ADJ UNCH    2 0
 MR0201
 MR0201.Superseded values are not recommended for survey control.
 MR0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0201.See file dsdata.txt to determine how the superseded data were derived.
 MR0201
 MR0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM244290(NAD 83)
 MR0201_MARKER: DR = REFERENCE MARK DISK
 MR0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0201_STAMPING: GUARD NO 1 1962
 MR0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0201+STABILITY: SURFACE MOTION
 MR0201
 MR0201  HISTORY     - Date     Condition        Report By
 MR0201  HISTORY     - 1962     MONUMENTED       CGS
 MR0201  HISTORY     - 1966     GOOD             NGS
 MR0201
 MR0201                          STATION DESCRIPTION
 MR0201
 MR0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0201'9.25 MI W FROM KEMMERER.
 MR0201'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0201'KEMMERER, THENCE 4.05 MILES WEST ALONG U.S. HIGHWAY 30N, 39.31 FEET
 MR0201'EAST-SOUTHEAST OF THE STATION, 277 FEET SOUTH OF THE CENTER LINE OF
 MR0201'THE HIGHWAY, 181 FEET EAST OF THE CENTER LINE OF A ROAD, 174 1/2 FEET
 MR0201'EAST OF THE EAST CORNER OF A CATTLEGUARD, 1.5 FEET SOUTH OF A FENCE,
 MR0201'38.4 FEET EAST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE
 MR0201'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 MR0201'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0202 ***********************************************************************
 MR0202  DESIGNATION -  GUARD RM 2
 MR0202  PID         -  MR0202
 MR0202  STATE/COUNTY-  WY/LINCOLN
 MR0202  USGS QUAD   -  FOSSIL (1985)
 MR0202
 MR0202                         *CURRENT SURVEY CONTROL
 MR0202  ___________________________________________________________________
 MR0202* NAD 83(1986)-  41 49 48.     (N)    110 42 20.     (W)     SCALED    
 MR0202* NAVD 88     -      2041.978  (meters)    6699.39   (feet)  ADJUSTED  
 MR0202  ___________________________________________________________________
 MR0202  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 MR0202  DYNAMIC HT  -        2040.217 (meters)    6693.61  (feet)  COMP
 MR0202  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 MR0202
 MR0202  VERT ORDER  -  SECOND    CLASS 0
 MR0202
 MR0202.The horizontal coordinates were scaled from a topographic map and have
 MR0202.an estimated accuracy of +/- 6 seconds.
 MR0202
 MR0202.The orthometric height was determined by differential leveling
 MR0202.and adjusted by the National Geodetic Survey in June 1991..
 MR0202
 MR0202.The geoid height was determined by GEOID03.
 MR0202
 MR0202.The dynamic height is computed by dividing the NAVD 88
 MR0202.geopotential number by the normal gravity value computed on the
 MR0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0202.degrees latitude (g = 980.6199 gals.).
 MR0202
 MR0202.The modeled gravity was interpolated from observed gravity values.
 MR0202
 MR0202;                    North         East    Units  Estimated Accuracy
 MR0202;SPC WY W     -   247,880.      748,320.      MT  (+/- 180 meters Scaled)
 MR0202
 MR0202                          SUPERSEDED SURVEY CONTROL
 MR0202
 MR0202  NGVD 29 (??/??/92) 2040.586  (m)         6694.82   (f) ADJ UNCH    2 0
 MR0202
 MR0202.Superseded values are not recommended for survey control.
 MR0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0202.See file dsdata.txt to determine how the superseded data were derived.
 MR0202
 MR0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM244309(NAD 83)
 MR0202_MARKER: DR = REFERENCE MARK DISK
 MR0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0202_STAMPING: GUARD NO 2 1962
 MR0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0202+STABILITY: SURFACE MOTION
 MR0202
 MR0202  HISTORY     - Date     Condition        Report By
 MR0202  HISTORY     - 1962     MONUMENTED       CGS
 MR0202  HISTORY     - 1966     GOOD             NGS
 MR0202
 MR0202                          STATION DESCRIPTION
 MR0202
 MR0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0202'9.25 MI W FROM KEMMERER.
 MR0202'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0202'KEMMERER, THENCE 4.05 MILES WEST ALONG U.S. HIGHWAY 30N, 0.15 MILE
 MR0202'EAST OF THE JUNCTION OF AN ASPHALT ROAD SOUTH, 326.5 FEET SOUTH OF THE
 MR0202'CENTER LINE OF THE HIGHWAY, 48.49 FEET SOUTH-SOUTHWEST OF THE STATION,
 MR0202'61.81 FEET SOUTHWEST OF R.M. 1, 52.5 FEET SOUTH OF A FENCE AND A
 MR0202'WITNESS POST, 94 1/2 FEET EAST OF THE CENTER LINE OF A ROAD, ABOUT 3
 MR0202'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MR0202'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0511 ***********************************************************************
 NQ0511  DESIGNATION -  GUERNSEY
 NQ0511  PID         -  NQ0511
 NQ0511  STATE/COUNTY-  WY/PLATTE
 NQ0511  USGS QUAD   -  GUERNSEY RESERVOIR (1990)
 NQ0511
 NQ0511                         *CURRENT SURVEY CONTROL
 NQ0511  ___________________________________________________________________
 NQ0511* NAD 83(1993)-  42 17 07.23283(N)    104 49 43.88832(W)     ADJUSTED  
 NQ0511* NAVD 88     -      1475.3    (meters)    4840.     (feet)  VERTCON   
 NQ0511  ___________________________________________________________________
 NQ0511  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 NQ0511  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 NQ0511
 NQ0511  HORZ ORDER  -  SECOND
 NQ0511
 NQ0511.The horizontal coordinates were established by classical geodetic methods
 NQ0511.and adjusted by the National Geodetic Survey in January 1997..
 NQ0511
 NQ0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0511
 NQ0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0511
 NQ0511.The geoid height was determined by GEOID03.
 NQ0511
 NQ0511;                    North         East     Units Scale Factor Converg.
 NQ0511;SPC WY E     -   198,325.710   227,860.606   MT  0.99994705   +0 13 38.2
 NQ0511;UTM  13      - 4,681,472.439   514,110.089   MT  0.99960245   +0 06 54.5
 NQ0511
 NQ0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0511!SPC WY E     -   0.99977095  x   0.99994705  =   0.99971801
 NQ0511!UTM  13      -   0.99977095  x   0.99960245  =   0.99937349
 NQ0511
 NQ0511|---------------------------------------------------------------------|
 NQ0511| PID    Reference Object                     Distance      Geod. Az  |
 NQ0511|                                                           dddmmss.s |
 NQ0511| CQ3862 GUERNSEY RM 2                        17.830 METERS 08851     |
 NQ0511| CQ3860 GUERNSEY AZ MK                                     1000607.6 |
 NQ0511| NQ0485 CAMP GUERNSEY NATL GUARD TANK       APPROX. 8.3 KM 1063519.5 |
 NQ0511| NQ0495 GUERNSEY PLATTE P L MICROWAVE       APPROX.13.2 KM 1200259.2 |
 NQ0511| NQ0597 BELL TEL MICROWAVE NW DWYER         APPROX.18.3 KM 2914657.2 |
 NQ0511| CQ3861 GUERNSEY RM 1                        15.619 METERS 34322     |
 NQ0511|---------------------------------------------------------------------|
 NQ0511
 NQ0511                          SUPERSEDED SURVEY CONTROL
 NQ0511
 NQ0511  NAD 83(1986)-  42 17 07.21094(N)    104 49 43.88210(W) AD(       ) 2
 NQ0511  NAD 27      -  42 17 07.32160(N)    104 49 42.00120(W) AD(       ) 2
 NQ0511  NGVD 29 (07/19/86) 1474.5    (m)         4838.     (f) VERT ANG       
 NQ0511
 NQ0511.Superseded values are not recommended for survey control.
 NQ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0511.See file dsdata.txt to determine how the superseded data were derived.
 NQ0511
 NQ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG1411081472(NAD 83)
 NQ0511_MARKER: DD = SURVEY DISK
 NQ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0511
 NQ0511  HISTORY     - Date     Condition        Report By
 NQ0511  HISTORY     - 1963     MONUMENTED       USGS
 NQ0511
 NQ0511                          STATION DESCRIPTION
 NQ0511
 NQ0511'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (BMK)
 NQ0511'THE STATION IS LOCATED 4.3 MILES WEST-NORTHWEST OF GUERNSEY,
 NQ0511'IN THE SW 1/4 OF SEC. 30 T27N R66W.  IT IS ON THE HIGHEST
 NQ0511'POINT OF A SHORT EAST-WEST RIDGE IN PASTURE LAND.
 NQ0511'
 NQ0511'TO REACH THE STATION FROM THE POST OFFICE IN GUERNSEY, GO
 NQ0511'NORTH FOR 1 BLOCK TO U.S. HIGHWAY 26.  TURN LEFT AND GO WEST
 NQ0511'ON U.S. HIGHWAY 26 FOR 2.9 MILES TO A SIDE ROAD RIGHT AND
 NQ0511'RANCH BUILDINGS.  TURN RIGHT AND GO NORTH, THEN NORTHWESTERLY
 NQ0511'ON GRADED ROAD FOR 0.9 MILE TO FORKS.  KEEP LEFT AND CONTINUE
 NQ0511'WEST ON MAIN GRADED ROAD FOR 1.2 MILES TO WIRE GATE AND AZIMUTH
 NQ0511'MARK ON LEFT.  TURN LEFT, PASS THROUGH GATE AND GO WEST ALONG
 NQ0511'TELEPHONE LINE FOR 0.35 MILE.  TURN LEFT AND GO SOUTH ACROSS
 NQ0511'PASTURE FOR 0.05 MILE TO STATION.
 NQ0511'
 NQ0511'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK STAMPED GUERNSEY
 NQ0511'1947 VA 4838, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE
 NQ0511'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 5.6 FEET EAST OF
 NQ0511'THE WITNESS POST.
 NQ0511'
 NQ0511'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 NQ0511'GUERNSEY REF 1 1947, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE
 NQ0511'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 49.3 FEET NORTH-NORTHWEST
 NQ0511'OF THE WITNESS POST.
 NQ0511'
 NQ0511'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 NQ0511'GUERNSEY 2 1947, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE
 NQ0511'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 64.1 FEET EAST-NORTHEAST
 NQ0511'OF THE WITNESS POST.
 NQ0511'
 NQ0511'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GUERNSEY (USGS)
 NQ0511'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 NQ0511'THAT PROJECTS 6 INCHES.  IT IS 33 FEET EAST OF THE CENTER
 NQ0511'OF A TRACK ROAD, 27 FEET SOUTH OF THE CENTER OF A GRAVELED
 NQ0511'ROAD, 6.7 FEET SOUTHWEST OF THE WITNESS POST AND 1.4 FEET
 NQ0511'WEST OF A WIRE FENCE.
 NQ0511'
 NQ0511'THE DISTANCE BETWEEN R.M.S IS 87.4 FEET OR 26.65 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0495 ***********************************************************************
 NQ0495  DESIGNATION -  GUERNSEY PLATTE P L MICROWAVE
 NQ0495  PID         -  NQ0495
 NQ0495  STATE/COUNTY-  WY/PLATTE
 NQ0495  USGS QUAD   -  REGISTER CLIFF (1990)
 NQ0495
 NQ0495                         *CURRENT SURVEY CONTROL
 NQ0495  ___________________________________________________________________
 NQ0495* NAD 83(1993)-  42 13 32.12400(N)    104 41 24.30292(W)     ADJUSTED  
 NQ0495* NAVD 88     -                                                        
 NQ0495  ___________________________________________________________________
 NQ0495  LAPLACE CORR-          -8.63  (seconds)                    DEFLEC99
 NQ0495  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 NQ0495
 NQ0495  HORZ ORDER  -  THIRD
 NQ0495
 NQ0495.The horizontal coordinates were established by classical geodetic methods
 NQ0495.and adjusted by the National Geodetic Survey in January 1997..
 NQ0495
 NQ0495
 NQ0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0495
 NQ0495.The geoid height was determined by GEOID03.
 NQ0495
 NQ0495;                    North         East     Units Scale Factor Converg.
 NQ0495;SPC WY E     -   191,743.633   239,343.041   MT  0.99995654   +0 19 13.1
 NQ0495;UTM  13      - 4,674,870.204   525,575.652   MT  0.99960805   +0 12 29.8
 NQ0495
 NQ0495                          SUPERSEDED SURVEY CONTROL
 NQ0495
 NQ0495  NAD 83(1986)-  42 13 32.10085(N)    104 41 24.29590(W) AD(       ) 4
 NQ0495  NAD 27      -  42 13 32.21700(N)    104 41 22.43400(W) AD(       ) 3
 NQ0495
 NQ0495.Superseded values are not recommended for survey control.
 NQ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0495.See file dsdata.txt to determine how the superseded data were derived.
 NQ0495
 NQ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2557674870(NAD 83)
 NQ0495_MARKER: 44 = MICROWAVE MAST
 NQ0495
 NQ0495  HISTORY     - Date     Condition        Report By
 NQ0495  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0495
 NQ0495                          STATION DESCRIPTION
 NQ0495
 NQ0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0495'THE STATION IS LOCATED ABOUT 3 MILES SOUTH AND 2-1/2 MILES
 NQ0495'EAST OF GUERNSEY AT THE GUERNSEY PLATTE PIPELINE CO. PUMPING
 NQ0495'STATION.
 NQ0495'
 NQ0495'TO REACH THE STATION FROM THE POST OFFICE IN GUERNSEY, GO
 NQ0495'SOUTH, EAST, AND SOUTHWEST ON A SURFACED ROAD FOR 3.6 MILES
 NQ0495'TO A T-ROAD TO THE LEFT.  TURN LEFT AND GO EAST FOR 2.0 MILES
 NQ0495'TO THE STATION ON THE RIGHT, SOUTH, SIDE OF THE ROAD.
 NQ0495'
 NQ0495'THE STATION IS A RED LIGHT ATOP AND CENTER OF THE STEEL,
 NQ0495'TRUSSWORK STRUCTURE.  THE MAST IS ALTERNATLEY PAINTED RED
 NQ0495'AND WHITE, IS SUPPORTED BY GUY-WIRES, HAS TWO REFLECTORS
 NQ0495'NEAR THE TOP, AND IS 180 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0422 ***********************************************************************
 NR0422  DESIGNATION -  GULLY
 NR0422  PID         -  NR0422
 NR0422  STATE/COUNTY-  WY/NATRONA
 NR0422  USGS QUAD   -  ERVAY BASIN SW (1984)
 NR0422
 NR0422                         *CURRENT SURVEY CONTROL
 NR0422  ___________________________________________________________________
 NR0422* NAD 83(1993)-  42 50 01.63960(N)    107 29 54.79854(W)     ADJUSTED  
 NR0422* NAVD 88     -      2137.3    (meters)    7012.     (feet)  VERTCON   
 NR0422  ___________________________________________________________________
 NR0422  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 NR0422  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 NR0422
 NR0422  HORZ ORDER  -  THIRD
 NR0422
 NR0422.The horizontal coordinates were established by classical geodetic methods
 NR0422.and adjusted by the National Geodetic Survey in January 1997..
 NR0422
 NR0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0422
 NR0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0422
 NR0422.The geoid height was determined by GEOID03.
 NR0422
 NR0422;                    North         East     Units Scale Factor Converg.
 NR0422;SPC WYEC     -   359,203.583   386,492.239   MT  0.99993974   -0 06 44.4
 NR0422;UTM  13      - 4,745,385.741   295,793.818   MT  1.00011304   -1 41 57.4
 NR0422
 NR0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0422!SPC WYEC     -   0.99966691  x   0.99993974  =   0.99960667
 NR0422!UTM  13      -   0.99966691  x   1.00011304  =   0.99977991
 NR0422
 NR0422:                Primary Azimuth Mark                     Grid Az
 NR0422:SPC WYEC     -  CYCLONE                                  073 51 38.2
 NR0422:UTM  13      -  CYCLONE                                  075 26 51.2
 NR0422
 NR0422|---------------------------------------------------------------------|
 NR0422| PID    Reference Object                     Distance      Geod. Az  |
 NR0422|                                                           dddmmss.s |
 NR0422| NR0419 CYCLONE                             APPROX. 7.8 KM 0734453.8 |
 NR0422|---------------------------------------------------------------------|
 NR0422
 NR0422                          SUPERSEDED SURVEY CONTROL
 NR0422
 NR0422  NAD 83(1986)-  42 50 01.63116(N)    107 29 54.79833(W) AD(       ) 3
 NR0422  NAD 27      -  42 50 01.78907(N)    107 29 52.55334(W) AD(       ) 3
 NR0422  NGVD 29 (07/19/86) 2136.2    (m)         7009.     (f) VERT ANG       
 NR0422
 NR0422.Superseded values are not recommended for survey control.
 NR0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0422.See file dsdata.txt to determine how the superseded data were derived.
 NR0422
 NR0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9579445386(NAD 83)
 NR0422_MARKER: DD = SURVEY DISK
 NR0422_SETTING: 0 = UNSPECIFIED SETTING
 NR0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0422
 NR0422  HISTORY     - Date     Condition        Report By
 NR0422  HISTORY     - 1950     MONUMENTED       USGS
 NR0422
 NR0422                          STATION DESCRIPTION
 NR0422
 NR0422'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0422'STATION IS LOCATED ABOUT 22.5 MI. S. AND 10.7 MI. E. OF MONETA,
 NR0422'WYOMING.  IN NW. 1/4 SEC. 15, T 33 N, R 89 W.
 NR0422'
 NR0422'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED E. ON U.S. HIGHWAY 20
 NR0422'AND 26 FOR 0.4 MI., TURN RIGHT ON MAIN GRADED COUNTY RD. TO RD. FORK
 NR0422'AT 1.2 MI., TURN RIGHT, W., AND CONTINUE 21.9 MI. ON MAIN GRADED RD.
 NR0422'TO FORK, THENCE RIGHT 1.1 MI. TO INTERSECTION WITH THE PIPE LINE RD.,
 NR0422'TURN LEFT, E., ON PIPE LINE RD. 11.5 MI. TO FORK AT CREST OF PLATEAU,
 NR0422'THENCE RIGHT, S., OFF OF PIPE LINE RD. 1.3 MI. TO ROAD CROSSING,
 NR0422'STRAIGHT AHEAD FOR 0.5 MI. TO RD. CROSSING, STRAIGHT AHEAD 0.8 MI.
 NR0422'TO RD. FORK, THENCE RIGHT, SW., 1.4 MI. TO RD. FORK, THENCE RIGHT
 NR0422'0.5 MI.  STATION LIES TO LEFT, S., OF RD. ABOUT 400 FT. ON A SMALL
 NR0422'KNOLL.
 NR0422'
 NR0422'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROTRUDING ABOUT
 NR0422'3 IN. ABOVE SURFACE, AND STAMPED ---WR-GULLY 1950 VABM 7008---.
 NR0422'
 NR0422'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0242 ***********************************************************************
 OW0242  DESIGNATION -  GUMBO
 OW0242  PID         -  OW0242
 OW0242  STATE/COUNTY-  WY/HOT SPRINGS
 OW0242  USGS QUAD   -  RED HOLE (1960)
 OW0242
 OW0242                         *CURRENT SURVEY CONTROL
 OW0242  ___________________________________________________________________
 OW0242* NAD 83(1993)-  43 44 52.08878(N)    108 04 51.11951(W)     ADJUSTED  
 OW0242* NAVD 88     -      1373.3    (meters)    4506.     (feet)  VERTCON   
 OW0242  ___________________________________________________________________
 OW0242  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 OW0242  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 OW0242
 OW0242  HORZ ORDER  -  THIRD
 OW0242
 OW0242.The horizontal coordinates were established by classical geodetic methods
 OW0242.and adjusted by the National Geodetic Survey in January 1997..
 OW0242
 OW0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0242
 OW0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0242
 OW0242.The geoid height was determined by GEOID03.
 OW0242
 OW0242;                    North         East     Units Scale Factor Converg.
 OW0242;SPC WYWC     -   360,947.066   653,892.146   MT  0.99997321   +0 27 45.7
 OW0242;UTM  12      - 4,848,004.391   735,032.597   MT  1.00027950   +2 01 10.1
 OW0242;UTM  13      - 4,848,476.316   251,944.999   MT  1.00035690   -2 07 53.2
 OW0242
 OW0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0242!SPC WYWC     -   0.99978676  x   0.99997321  =   0.99975997
 OW0242!UTM  12      -   0.99978676  x   1.00027950  =   1.00006620
 OW0242!UTM  13      -   0.99978676  x   1.00035690  =   1.00014358
 OW0242
 OW0242:                Primary Azimuth Mark                     Grid Az
 OW0242:SPC WYWC     -  GUMBO AZ MK                              158 49 52.4
 OW0242:UTM  12      -  GUMBO AZ MK                              157 16 28.0
 OW0242:UTM  13      -  GUMBO AZ MK                              161 25 31.3
 OW0242
 OW0242|---------------------------------------------------------------------|
 OW0242| PID    Reference Object                     Distance      Geod. Az  |
 OW0242|                                                           dddmmss.s |
 OW0242| CP5473 GUMBO AZ MK                                        1591738.1 |
 OW0242| CP5474 GUMBO RM 1                            8.820 METERS 26436     |
 OW0242| CP5475 GUMBO RM 2                            8.620 METERS 34954     |
 OW0242|---------------------------------------------------------------------|
 OW0242
 OW0242                          SUPERSEDED SURVEY CONTROL
 OW0242
 OW0242  NAD 83(1986)-  43 44 52.07512(N)    108 04 51.12308(W) AD(       ) 3
 OW0242  NAD 27      -  43 44 52.24000(N)    108 04 48.77900(W) AD(       ) 3
 OW0242  NGVD 29 (11/06/89) 1372.5    (m)         4503.     (f) VERT ANG       
 OW0242
 OW0242.Superseded values are not recommended for survey control.
 OW0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0242.See file dsdata.txt to determine how the superseded data were derived.
 OW0242
 OW0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP3503348004(NAD 83)
 OW0242_MARKER: DS = TRIANGULATION STATION DISK
 OW0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0242
 OW0242  HISTORY     - Date     Condition        Report By
 OW0242  HISTORY     - 1936     MONUMENTED       CGS
 OW0242  HISTORY     - 1957     GOOD             USGS
 OW0242  HISTORY     - 1984     GOOD             LOCSUR
 OW0242
 OW0242                          STATION DESCRIPTION
 OW0242
 OW0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0242'ABOUT 10 MILES NORTHEAST OF THERMOPOLIS, ABOUT 5 MILES EAST
 OW0242'OF LUCERNE STORE AND POST OFFICE, ON LOW GUMBO HILLS LYING
 OW0242'ABOUT 1 MILE NORTH OF KIRBY CREEK AND ROAD, AND ABOUT MIDWAY
 OW0242'BETWEEN CREEK AND HIGH BLUFFS TO NORTH.  TO REACH FROM MAIN
 OW0242'INTERSECTION IN THERMOPOLIS--GO NORTH ON HIGHWAY 7.6 MILES
 OW0242'TO LUCERNE STORE AND POST OFFICE.  TURN RIGHT AND FOLLOW MAIN
 OW0242'GRADED ROAD EAST 0.3 MILE.  CROSS RAILROAD TRACKS AND CONTINUE
 OW0242'EAST ON MAIN GRADED ROAD 0.7 MILE.  CROSS BIG HORN RIVER
 OW0242'BRIDGE AND CONTINUE EAST ON MAIN GRADED ROAD 1.3 MILES.  BEAR
 OW0242'LEFT AT T-INTERSECTION AND FOLLOW MAIN GRADED ROAD NORTH
 OW0242'AND EAST ALONG NORTH SIDE OF KIRBY CREEK 3.6 MILES.  TURN
 OW0242'LEFT OFF GRADE ABOUT 30 YARDS WEST OF SMALL CULVERT, GO BACK
 OW0242'TO NORTHWEST UP STEEP SLOPE, CROSS COUNTRY TO TOP OF RIDGE,
 OW0242'BEAR RIGHT AND GO NORTH ALONG TOP OF RIDGE 0.6 MILE TO
 OW0242'HIGHEST POINT AND STATION.  STATION MARK IS STANDARD
 OW0242'DISK IN CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE
 OW0242'STANDARD DISKS IN CONCRETE.  NO. 1 IS 8.820
 OW0242'METERS (28.94 FEET) WEST OF STATION S 84 DEG 36 MIN W.
 OW0242'NO. 2 IS 8.620 METERS (28.28 FEET) NORTH N 10 DEG 06 MIN W.
 OW0242'AZIMUTH MARK IS ON STATION RIDGE, NEAR ITS
 OW0242'SOUTH END, AND 0.4 MILE SOUTH OF STATION S 20 DEG 42 MIN E.
 OW0242
 OW0242                          STATION RECOVERY (1957)
 OW0242
 OW0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OW0242'RECOVERED IN GOOD CONDITION BY USGS IN 1957 AS DESCRIBED.
 OW0242'
 OW0242'STATION MARK--STANDARD USC AND GS DISK IN CONCRETE.
 OW0242
 OW0242                          STATION RECOVERY (1984)
 OW0242
 OW0242'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (RLH)
 OW0242'GUMBO 1936 STANDARD DISK SET IN CONCRETE MON., IN GOOD CONDITION.
 OW0242'
 OW0242'R M NO 1 STANDARD DISK SET IN CONCRETE MON., IN GOOD CONDITION.
 OW0242'
 OW0242'R M NO 2 STANDARD DISK SET IN CONCRETE MON., IN GOOD CONDITION.
 OW0242'
 OW0242'(AZIMUTH MARK) STANDARD DISK SET IN CONCRETE MON., IN GOOD
 OW0242'CONDITION.
 OW0242'
 OW0242'DIRECTIONS TO STATION ARE STILL VALID.  MAIN GRADED ROAD,
 OW0242'ORIGINALLY MENTIONED, IS NOW PAVED AND DESIGNATED WYOMING HIGHWAY
 OW0242'172 AND LOCALLY KNOWN AS BLACK MOUNTAIN SECONDARY.  STATION IS
 OW0242'ACCESSIBLE BY TWO-WHEEL DRIVE VEHICLE IN DRY WEATHER, AS IS THE
 OW0242'AZIMUTH MARK.  LANDOWNER NOT CONTACTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0586 ***********************************************************************
 NQ0586  DESIGNATION -  GUMBO
 NQ0586  PID         -  NQ0586
 NQ0586  STATE/COUNTY-  WY/CONVERSE
 NQ0586  USGS QUAD   -  DOUGLAS (1974)
 NQ0586
 NQ0586                         *CURRENT SURVEY CONTROL
 NQ0586  ___________________________________________________________________
 NQ0586* NAD 83(1993)-  42 52 14.66179(N)    105 26 23.52958(W)     ADJUSTED  
 NQ0586* NAVD 88     -      1552.     (meters)    5092.     (feet)  VERTCON   
 NQ0586  ___________________________________________________________________
 NQ0586  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 NQ0586  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NQ0586
 NQ0586  HORZ ORDER  -  THIRD
 NQ0586
 NQ0586.The horizontal coordinates were established by classical geodetic methods
 NQ0586.and adjusted by the National Geodetic Survey in January 1997..
 NQ0586
 NQ0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0586
 NQ0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0586
 NQ0586.The geoid height was determined by GEOID03.
 NQ0586
 NQ0586;                    North         East     Units Scale Factor Converg.
 NQ0586;SPC WY E     -   263,331.131   177,677.539   MT  0.99994363   -0 11 09.1
 NQ0586;UTM  13      - 4,746,554.617   464,071.885   MT  0.99961588   -0 17 57.4
 NQ0586
 NQ0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0586!SPC WY E     -   0.99975896  x   0.99994363  =   0.99970261
 NQ0586!UTM  13      -   0.99975896  x   0.99961588  =   0.99937493
 NQ0586
 NQ0586:                Primary Azimuth Mark                     Grid Az
 NQ0586:SPC WY E     -  TICK                                     007 03 06.9
 NQ0586:UTM  13      -  TICK                                     007 09 55.2
 NQ0586
 NQ0586|---------------------------------------------------------------------|
 NQ0586| PID    Reference Object                     Distance      Geod. Az  |
 NQ0586|                                                           dddmmss.s |
 NQ0586| NQ0589 TICK                                APPROX. 8.4 KM 0065157.8 |
 NQ0586|---------------------------------------------------------------------|
 NQ0586
 NQ0586                          SUPERSEDED SURVEY CONTROL
 NQ0586
 NQ0586  NAD 83(1986)-  42 52 14.64157(N)    105 26 23.51549(W) AD(       ) 3
 NQ0586  NAD 27      -  42 52 14.75762(N)    105 26 21.56459(W) AD(       ) 3
 NQ0586  NGVD 29 (07/19/86) 1551.     (m)         5089.     (f) VERT ANG       
 NQ0586
 NQ0586.Superseded values are not recommended for survey control.
 NQ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0586.See file dsdata.txt to determine how the superseded data were derived.
 NQ0586
 NQ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6407246555(NAD 83)
 NQ0586_MARKER: DD = SURVEY DISK
 NQ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0586+STABILITY: SURFACE MOTION
 NQ0586
 NQ0586  HISTORY     - Date     Condition        Report By
 NQ0586  HISTORY     - 1948     MONUMENTED       USGS
 NQ0586
 NQ0586                          STATION DESCRIPTION
 NQ0586
 NQ0586'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0586'LOCATED ON THE NORTHERNMOST OF TWO HIGH KNOLLS OF A NORTHERN RIDGE,
 NQ0586'ABOUT CENTER OF SE. 1/4 SEC. 36, T 34 N, R 72 W, ABOUT 1800 FT. NW.
 NQ0586'OF TWP. CORNER, T 33 AND 34 N, R 71 AND 72 W.
 NQ0586'
 NQ0586'TO REACH STATION FROM DOUGLAS FROM CHICAGO AND NORTHWESTERN RAILROAD
 NQ0586'DEPOT, GO N. AND W. ON U.S. HIGHWAY 20 FOR 2.40 MI. TO RD. FORK N.,
 NQ0586'TAKE RIGHT FORK (N.) FOR 2.35 MI. TO RD. FORK N. AND W., TAKE LEFT
 NQ0586'FORK (W.) JUST BEFORE CROSSING RAILROAD TRACKS AND GO 3.35 MI. TO
 NQ0586'RAILROAD CROSSING (CHICAGO AND NORTHWESTERN RAILROAD), CROSS TRACKS
 NQ0586'AND CONTINUE ON MAIN RD. FOR 1.70 MI. CROSSING NORTH PLATTE RIVER TO
 NQ0586'UNDERPASS (CHICAGO, BURLINGTON AND QUINCY RAILROAD), CONTINUE ON MAIN
 NQ0586'RD. 0.50 MI. TO WHERE RD. TURNS W., AT THIS POINT TAKE RIGHT FORK, GO
 NQ0586'THRU GATE IN FENCE NE. AND GO 0.20 MI., THENCE E. 0.45 MI. TO RD.
 NQ0586'FORK, TAKE RIGHT FORK (E.) FOR 0.60 MI. TO FARMHOUSE, FROM FARMHOUSE
 NQ0586'TAKE DIM RD. SE. AND E. FOR 1.30 MI. TO GATE IN N-S. FENCE, GO THROUGH
 NQ0586'GATE AND CONTINUE E. 0.65 MI., THENCE SLIGHTLY N. OF E. FOR 0.20 MI.
 NQ0586'TO RD. FORK ABOUT 100 FT. W. OF N-S. FENCE, TURN N. AND GO 0.90 MI. TO
 NQ0586'NORTHERNMOST OF TWO KNOLLS AND STATION.  HIGHEST POINT IN SEC.  RD. IS
 NQ0586'ABOUT 50 FT. W. OF TOP.
 NQ0586'
 NQ0586'STATION MARK--STANDARD TABLET STAMPED ---GUMBO 1947--- SET IN 8 X 8
 NQ0586'IN. X 4 FT. CONCRETE POST.
 NQ0586'
 NQ0586'REFERENCE MARK NO. 1--A 1 IN. PIPE, 86.00 FT., S 76 DEG 20 MIN E,
 NQ0586'FROM STATION.
 NQ0586'
 NQ0586'REFERENCE MARK NO. 2--A 1-1/2 IN. PIPE, 33.60 FT.,
 NQ0586'S 13 DEG 16 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0379 ***********************************************************************
 OV0379  DESIGNATION -  GUN
 OV0379  PID         -  OV0379
 OV0379  STATE/COUNTY-  WY/JOHNSON
 OV0379  USGS QUAD   -  BARNUM (1984)
 OV0379
 OV0379                         *CURRENT SURVEY CONTROL
 OV0379  ___________________________________________________________________
 OV0379* NAD 83(1993)-  43 42 36.15834(N)    106 59 10.79511(W)     ADJUSTED  
 OV0379* NAVD 88     -      2039.4    (meters)    6691.     (feet)  VERTCON   
 OV0379  ___________________________________________________________________
 OV0379  LAPLACE CORR-         -16.35  (seconds)                    DEFLEC99
 OV0379  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 OV0379
 OV0379  HORZ ORDER  -  THIRD
 OV0379
 OV0379.The horizontal coordinates were established by classical geodetic methods
 OV0379.and adjusted by the National Geodetic Survey in January 1997..
 OV0379
 OV0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0379
 OV0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0379
 OV0379.The geoid height was determined by GEOID03.
 OV0379
 OV0379;                    North         East     Units Scale Factor Converg.
 OV0379;SPC WYEC     -   456,593.008   427,965.101   MT  0.99994712   +0 14 23.2
 OV0379;UTM  13      - 4,841,586.083   339,972.590   MT  0.99991499   -1 22 22.3
 OV0379
 OV0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0379!SPC WYEC     -   0.99968202  x   0.99994712  =   0.99962916
 OV0379!UTM  13      -   0.99968202  x   0.99991499  =   0.99959704
 OV0379
 OV0379:                Primary Azimuth Mark                     Grid Az
 OV0379:SPC WYEC     -  BARNUM                                   126 40 10.1
 OV0379:UTM  13      -  BARNUM                                   128 16 55.6
 OV0379
 OV0379|---------------------------------------------------------------------|
 OV0379| PID    Reference Object                     Distance      Geod. Az  |
 OV0379|                                                           dddmmss.s |
 OV0379| OV0378 BARNUM                              APPROX. 8.1 KM 1265433.3 |
 OV0379|---------------------------------------------------------------------|
 OV0379
 OV0379                          SUPERSEDED SURVEY CONTROL
 OV0379
 OV0379  NAD 83(1986)-  43 42 36.14003(N)    106 59 10.77568(W) AD(       ) 3
 OV0379  NAD 27      -  43 42 36.26597(N)    106 59 08.54529(W) AD(       ) 3
 OV0379  NGVD 29 (07/19/86) 2038.5    (m)         6688.     (f) VERT ANG       
 OV0379
 OV0379.Superseded values are not recommended for survey control.
 OV0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0379.See file dsdata.txt to determine how the superseded data were derived.
 OV0379
 OV0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ3997341586(NAD 83)
 OV0379
 OV0379  HISTORY     - Date     Condition        Report By
 OV0379  HISTORY     - 1959     MONUMENTED       USGS
 OV0379  HISTORY     - 1961     GOOD             USGS
 OV0379
 OV0379                          STATION DESCRIPTION
 OV0379
 OV0379'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 OV0379'STATION IS LOCATED ABOUT 5.5 MI. AIR NW. OF BARNUM NEAR THE SE. 1/4
 OV0379'OF THE NE.1/4 OF SEC.7.T.43 N.,R.84 W.,
 OV0379'
 OV0379'TO REACH THE STATION FROM BARNUM JUNCTION, TRAVEL N. 0.4 MI. TO A
 OV0379'T-RD. W. TO BARNUM SCHOOL, THENCE NW. 2.6 MI. TO T-RD. W. TO K.H.
 OV0379'ROBERTS RANCH, THENCE LEFT. TRAVEL W. 0.4 MI. TO ROBERTS RANCH HOUSE,
 OV0379'THENCE RIGHT N. 300 FT. TO WHITE GATE AND Y-RD.W., THENCE W. CONTINUE
 OV0379'0.3 MI. TO RED GATE AT N-S. FENCE AND Y-RD. THENCE RIGHT, TRAVEL W.
 OV0379'0.2 MI. TO RED GATE AT Y-RD., THENCE RIGHT, TRAVEL N. 0.4 MI. TO Y-RD.
 OV0379'AT BEND, THENCE LEFT, TRAVEL N. 0.2 MI. TO Y-RD. W., THENCE LEFT,
 OV0379'TRAVEL W. 1.2 MI. TO GATE
 OV0379'AT N-S. FENCE, THENCE W. CONTINUE 1.3 MI. TO BASE OF SMALL RED TOP,
 OV0379'THENCE S. 0.1 MI. TO THE W. EDGE OF SMALL RED SANDSTONE TOP AND
 OV0379'STATION SITE.
 OV0379'
 OV0379'RECOVERED.
 OV0379'
 OV0379'STATION MARK - STANDARD TABLET,STAMPED ---GUN 1959---. SET IN A 2 IN.
 OV0379'IRON PIPE PROJECTING 0.3 FT. ABOVE GROUND.
 OV0379'
 OV0379'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0458 ***********************************************************************
 MQ0458  DESIGNATION -  GUNN
 MQ0458  PID         -  MQ0458
 MQ0458  STATE/COUNTY-  WY/SWEETWATER
 MQ0458  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0458
 MQ0458                         *CURRENT SURVEY CONTROL
 MQ0458  ___________________________________________________________________
 MQ0458* NAD 83(1993)-  41 36 51.57740(N)    109 09 19.75366(W)     ADJUSTED  
 MQ0458* NAVD 88     -      2127.2    (meters)    6979.     (feet)  VERTCON   
 MQ0458  ___________________________________________________________________
 MQ0458  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 MQ0458  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 MQ0458
 MQ0458  HORZ ORDER  -  SECOND
 MQ0458
 MQ0458.The horizontal coordinates were established by classical geodetic methods
 MQ0458.and adjusted by the National Geodetic Survey in January 1997..
 MQ0458
 MQ0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0458
 MQ0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0458
 MQ0458.The geoid height was determined by GEOID03.
 MQ0458
 MQ0458;                    North         East     Units Scale Factor Converg.
 MQ0458;SPC WYWC     -   123,823.295   566,205.069   MT  0.99995155   -0 16 09.5
 MQ0458;UTM  12      - 4,608,599.962   653,680.277   MT  0.99989064   +1 13 30.7
 MQ0458
 MQ0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0458!SPC WYWC     -   0.99966869  x   0.99995155  =   0.99962025
 MQ0458!UTM  12      -   0.99966869  x   0.99989064  =   0.99955936
 MQ0458
 MQ0458:                Primary Azimuth Mark                     Grid Az
 MQ0458:SPC WYWC     -  SWEETWATER COUNTY TV CORP MAST           254 07 42.1
 MQ0458:UTM  12      -  SWEETWATER COUNTY TV CORP MAST           252 38 01.9
 MQ0458
 MQ0458|---------------------------------------------------------------------|
 MQ0458| PID    Reference Object                     Distance      Geod. Az  |
 MQ0458|                                                           dddmmss.s |
 MQ0458| MQ0468 SWEETWATER COUNTY TV CORP MAST      APPROX.14.4 KM 2535132.6 |
 MQ0458| CP5476 GUNN AZ MK                                         2592606.5 |
 MQ0458| CP5477 GUNN RM 1                            21.648 METERS 26531     |
 MQ0458| CP5478 GUNN RM 2                            19.857 METERS 31658     |
 MQ0458| MQ0461 MICRO STA 5.5 MI NE ROCK SPRGS      APPROX. 4.7 KM 3555305.6 |
 MQ0458|---------------------------------------------------------------------|
 MQ0458
 MQ0458                          SUPERSEDED SURVEY CONTROL
 MQ0458
 MQ0458  NAD 83(1986)-  41 36 51.57051(N)    109 09 19.74621(W) AD(       ) 2
 MQ0458  NAD 27      -  41 36 51.69710(N)    109 09 17.29540(W) AD(       ) 2
 MQ0458  NGVD 29 (07/19/86) 2125.9    (m)         6975.     (f) VERT ANG       
 MQ0458
 MQ0458.Superseded values are not recommended for survey control.
 MQ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0458.See file dsdata.txt to determine how the superseded data were derived.
 MQ0458
 MQ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM5368008600(NAD 83)
 MQ0458_MARKER: DD = SURVEY DISK
 MQ0458_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0458
 MQ0458  HISTORY     - Date     Condition        Report By
 MQ0458  HISTORY     - 1962     MONUMENTED       USGS
 MQ0458  HISTORY     - 1968     SEE DESCRIPTION  USGS
 MQ0458
 MQ0458                          STATION DESCRIPTION
 MQ0458
 MQ0458'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 MQ0458'THE STATION IS ABOUT 4 MILES NORTHEAST OF ROCK SPRINGS, 1
 MQ0458'MILE NORTH OF U.S. HIGHWAY 30, ON THE HIGHEST POINT OF A ROCKY
 MQ0458'HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 MQ0458'
 MQ0458'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30
 MQ0458'AND 187 AT THE NORTHWEST EDGE OF ROCK SPRINGS.  GO NORTHERLY
 MQ0458'ON HIGHWAY 187 FOR 0.7 MILE TO A PAVED ROAD ON THE RIGHT,
 MQ0458'OPPOSITE A WYOMING STATE HIGHWAY DEPARTMENT BUILDING, TURN
 MQ0458'RIGHT AND GO 0.55 MILE TO A FORK AT A RACE TRACK ON THE RIGHT.
 MQ0458'TAKE THE RIGHT FORK FOR 0.1 MILE TO A FORK, SOUTHEAST OF
 MQ0458'A COUNTY FAIR BUILDING, TAKE THE LEFT FORK 0.2 MILE TO A FORK.
 MQ0458'TAKE THE LEFT FORK AND CONTINUE FOR 3.1 MILES TO A SIDE ROAD
 MQ0458'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.65 MILE.  BEAR
 MQ0458'RIGHT AND GO DOWN INTO A DRAINAGE AND FOLLOW A TRACK ROAD UP
 MQ0458'THE DRAINAGE TO THE TOP OF A RIDGE, THENCE LEFT ON A DIM
 MQ0458'TRACK ROAD ALONG THE RIDGE FOR 0.7 MILE TO A FIRE BREAK.
 MQ0458'CROSS THE FIRE BREAK AND CONTINUE EASTERLY FOR 0.6 MILE
 MQ0458'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EASTERLY ON
 MQ0458'THE TRACK ROAD FOR 1.4 MILES TO A ROCKY POINT AND A
 MQ0458'CAIRN.  PASS TO THE LEFT OF THE CAIRN AND CONTINUE EASTERLY
 MQ0458'FOR 0.3 MILE TO THE HIGHEST POINT AND THE STATION.
 MQ0458'
 MQ0458'THE STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY BRONZE
 MQ0458'DISK, NOT STAMPED, CEMENTED IN A DRILL HOLE IN A 1-1/2 BY
 MQ0458'1-1/2 FOOT ROCK OUTCROP PROJECTING 2 FEET.
 MQ0458'
 MQ0458'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GUNN USGS NO
 MQ0458'1 1962, CEMENTED IN A DRILL HOLE IN A 4 BY 6 FOOT ROCK OUTCROP
 MQ0458'PROJECTING 10 INCHES.  IT IS ABOUT 5 FEET LOWER THAN THE
 MQ0458'STATION.
 MQ0458'
 MQ0458'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GUNN USGS NO
 MQ0458'2 1962, CEMENTED IN A DRILL HOLE IN A 4 BY 5 FOOT ROCK OUTCROP
 MQ0458'PROJECTING 1 FOOT.  IT IS ABOUT 5 FEET LOWER THAN THE STATION.
 MQ0458'
 MQ0458'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GUNN USGS 1962,
 MQ0458'CEMENTED IN A DRILL HOLE AT THE WEST EDGE OF A 30 BY 40 FOOT
 MQ0458'MASS OF ROCK OUTCROP PROJECTING 2 FEET.  IT IS 4 FEET NORTH
 MQ0458'OF A WITNESS POST, 50 FEET EAST OF THE EAST END OF A FIRE
 MQ0458'BREAK AND 75 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD.
 MQ0458
 MQ0458                          STATION RECOVERY (1968)
 MQ0458
 MQ0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (SJS)
 MQ0458'THE STATION IS ABOUT 4 MILES NORTHEAST OF ROCK SPRINGS, 1
 MQ0458'MILE NORTH OF U.S. HIGHWAY 30 (INTERSTATE 80) ON THE HIGHEST
 MQ0458'POINT OF A ROCKY HILL WHICH IS THE HIGHEST POINT IN THE
 MQ0458'IMMEDIATE VICINITY.  TO REACH THE STATION FROM THE JUNCTION
 MQ0458'OF U.S. HIGHWAYS 30 AND 187 AT THE NORTHWEST EDGE OF ROCK
 MQ0458'SPRINGS, GO NORTHERLY ON HIGHWAY 187 FOR 0.7 MILE TO A PAVED
 MQ0458'ROAD ON THE RIGHT, OPPOSITE A WYOMING STATE HIGHWAY DEPARTMENT
 MQ0458'BUILDING, TURN RIGHT AND GO 0.95 MILE TO A ROAD FORK.  TAKE
 MQ0458'THE LEFT FORK AND GO EASTERLY 2.3 MILES TO A DIM TRAIL ON THE
 MQ0458'RIGHT OPPOSITE A TELEPHONE POLE STAMPED 2837.  TAKE TRAIL IN
 MQ0458'A SOUTHEASTERLY DIRECTION FOR 1.8 MILES TO A ROCKY POINT
 MQ0458'AND A CAIRN, PASS TO THE LEFT OF THE CAIRN AND CONTINUE
 MQ0458'EASTERLY FOR 0.3 MILES TO THE HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0667 ***********************************************************************
 NQ0667  DESIGNATION -  GUNNYSACK
 NQ0667  PID         -  NQ0667
 NQ0667  STATE/COUNTY-  WY/CONVERSE
 NQ0667  USGS QUAD   -  BUCK PEAK (1992)
 NQ0667
 NQ0667                         *CURRENT SURVEY CONTROL
 NQ0667  ___________________________________________________________________
 NQ0667* NAD 83(1993)-  42 33 23.00221(N)    105 58 38.58730(W)     ADJUSTED  
 NQ0667* NAVD 88     -      2761.1    (meters)    9059.     (feet)  VERTCON   
 NQ0667  ___________________________________________________________________
 NQ0667  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 NQ0667  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 NQ0667
 NQ0667  HORZ ORDER  -  SECOND
 NQ0667
 NQ0667.The horizontal coordinates were established by classical geodetic methods
 NQ0667.and adjusted by the National Geodetic Survey in January 1997..
 NQ0667
 NQ0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0667
 NQ0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0667
 NQ0667.The geoid height was determined by GEOID03.
 NQ0667
 NQ0667;                    North         East     Units Scale Factor Converg.
 NQ0667;SPC WY E     -   228,695.439   133,423.604   MT  0.99999201   -0 32 54.0
 NQ0667;SPC WYEC     -   329,268.076   511,351.325   MT  1.00009000   +0 55 01.7
 NQ0667;UTM  13      - 4,712,017.385   419,763.886   MT  0.99967921   -0 39 39.8
 NQ0667
 NQ0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0667!SPC WY E     -   0.99956897  x   0.99999201  =   0.99956098
 NQ0667!SPC WYEC     -   0.99956897  x   1.00009000  =   0.99965893
 NQ0667!UTM  13      -   0.99956897  x   0.99967921  =   0.99924832
 NQ0667
 NQ0667|---------------------------------------------------------------------|
 NQ0667| PID    Reference Object                     Distance      Geod. Az  |
 NQ0667|                                                           dddmmss.s |
 NQ0667| CQ3867 GUNNYSACK RM 3                        4.740 METERS 07749     |
 NQ0667| CQ3864 GUNNYSACK AZ MK                                    1010814.1 |
 NQ0667| CQ3865 GUNNYSACK RM 1                        3.792 METERS 22038     |
 NQ0667| CQ3866 GUNNYSACK RM 2                        3.033 METERS 31001     |
 NQ0667|---------------------------------------------------------------------|
 NQ0667
 NQ0667                          SUPERSEDED SURVEY CONTROL
 NQ0667
 NQ0667  NAD 83(1986)-  42 33 22.98714(N)    105 58 38.57337(W) AD(       ) 2
 NQ0667  NAD 27      -  42 33 23.11100(N)    105 58 36.54200(W) AD(       ) 2
 NQ0667  NGVD 29 (07/19/86) 2760.0    (m)         9055.     (f) VERT ANG       
 NQ0667
 NQ0667.Superseded values are not recommended for survey control.
 NQ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0667.See file dsdata.txt to determine how the superseded data were derived.
 NQ0667
 NQ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH1976412017(NAD 83)
 NQ0667_MARKER: DD = SURVEY DISK
 NQ0667_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0667_SP_SET: PARTIALLY EXPOSED BEDROCK
 NQ0667
 NQ0667  HISTORY     - Date     Condition        Report By
 NQ0667  HISTORY     - 1948     MONUMENTED       USGS
 NQ0667
 NQ0667                          STATION DESCRIPTION
 NQ0667
 NQ0667'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0667'THE STATION IS LOCATED ABOUT 25.5 MILES AIRLINE SOUTH-SOUTHWEST
 NQ0667'OF GLENROCK AT THE HEAD OF GUNNYSACK CREEK, ON A HIGH ROCK
 NQ0667'PEAK THAT IS BARE ON TOP BUT WOODED ON ALL SIDES.  THE STATION
 NQ0667'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET FLUSH IN BEDROCK.
 NQ0667'IT IS STAMPED, GUNNYSACK 1947.
 NQ0667'
 NQ0667'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NQ0667'SET FLUSH IN BEDROCK 1 FOOT LOWER THAN THE STATION MARK.  IT
 NQ0667'IS STAMPED, 1947 GUNNYSACK NO. 1.
 NQ0667'
 NQ0667'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NQ0667'SET FLUSH IN BEDROCK AT THE SAME ELEVATION AS THE STATION MARK.
 NQ0667'IT IS STAMPED, 1947 GUNNYSACK NO. 2.
 NQ0667'
 NQ0667'REFERENCE MARK NO. 3 IS SET FLUSH 1 FOOT LOWER THAN THE STATION
 NQ0667'MARK AND IS STAMPED, GUNNYSACK NO 3 1948.
 NQ0667'
 NQ0667'THE AZIMUTH MARK IS SET FLUSH ON A ROCKY LEDGE 100 YARDS WEST OF
 NQ0667'AN OLD BUILDING AND 150 FEET NORTH OF GUNNYSACK CREEK.  IT IS
 NQ0667'STAMPED, GUNNYSACK 1948.
 NQ0667'
 NQ0667'TO REACH THE STATION FROM GLENROCK, GO EAST ON U.S. HIGHWAY 20,
 NQ0667'3.6 MILES TO AN OILED ROAD RIGHT.  TURN RIGHT, FOLLOW OILED
 NQ0667'THEN GRAVEL ROAD 14.9 MILES TO THE GRANT RANCH.  CONTINUE ON
 NQ0667'MAIN ROAD 5.2 MILES TO A FORK AT SIGN, BOXELDER P.O. 1/4 MILE.
 NQ0667'TURN RIGHT, GO 3.3 MILES TO A GATE AND OLD CATTLE GUARD.
 NQ0667'CONTINUE 2.2 MILES TO A ROAD RIGHT.  TURN RIGHT, GO 0.5 MILE,
 NQ0667'KEEPING TO RIGHT OF CREEK, TO A SMALL WASH AND END OF TRUCK
 NQ0667'TRAVEL FOR A TWO WHEEL DRIVE VEHICLE.  THE AZIMUTH MARK IS TO
 NQ0667'THE RIGHT OF THE CREEK 0.25 MILE FROM HERE.  WITH A FOUR
 NQ0667'WHEEL DRIVE VEHICLE, CROSS WASH, BEAR RIGHT UP RIDGE, THEN DOWN
 NQ0667'OTHER SIDE TO CANYON.  CONTINUE UP CANYON TO A WIRE FENCE.  LET
 NQ0667'FENCE DOWN, CONTINUE 0.25 MILE, THEN CROSS STREAM AND FOLLOW
 NQ0667'RIDGE 0.5 MILE TO A LARGE ROCK CLIFF AND END OF TRUCK
 NQ0667'TRAVEL.  FROM HERE THE STATION IS JUST TO THE LEFT OF THE
 NQ0667'ROUND-TOPPED PEAK TO THE NORTHWEST.  WALK DOWN RIDGE TO
 NQ0667'STREAM.  CROSS STREAM, FOLLOW THE BAREST RIDGE NORTHERLY
 NQ0667'TO THE CLIFFS.  BEAR LEFT, CROSS DRAW, THEN GO UP RIDGE TO
 NQ0667'HIGHEST POINT AND STATION.  A 1-HOUR AND 45-MINUTE PACK
 NQ0667'WITH A FOUR WHEEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1132 ***********************************************************************
 PY1132  DESIGNATION -  GV 2
 PY1132  PID         -  PY1132
 PY1132  STATE/COUNTY-  WY/TETON
 PY1132  USGS QUAD   -  WEST THUMB (1986)
 PY1132
 PY1132                         *CURRENT SURVEY CONTROL
 PY1132  ___________________________________________________________________
 PY1132* NAD 83(1986)-  44 23 32.     (N)    110 34 20.     (W)     SCALED    
 PY1132* NAVD 88     -      2394.200  (meters)    7854.97   (feet)  ADJUSTED  
 PY1132  ___________________________________________________________________
 PY1132  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 PY1132  DYNAMIC HT  -        2392.589 (meters)    7849.69  (feet)  COMP
 PY1132  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 PY1132
 PY1132  VERT ORDER  -  FIRST     CLASS II
 PY1132
 PY1132.The horizontal coordinates were scaled from a topographic map and have
 PY1132.an estimated accuracy of +/- 6 seconds.
 PY1132
 PY1132.The orthometric height was determined by differential leveling
 PY1132.and adjusted by the National Geodetic Survey in June 1991..
 PY1132
 PY1132.The geoid height was determined by GEOID03.
 PY1132
 PY1132.The dynamic height is computed by dividing the NAVD 88
 PY1132.geopotential number by the normal gravity value computed on the
 PY1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1132.degrees latitude (g = 980.6199 gals.).
 PY1132
 PY1132.The modeled gravity was interpolated from observed gravity values.
 PY1132
 PY1132;                    North         East    Units  Estimated Accuracy
 PY1132;SPC WY W     -   532,450.      761,050.      MT  (+/- 180 meters Scaled)
 PY1132
 PY1132                          SUPERSEDED SURVEY CONTROL
 PY1132
 PY1132.No superseded survey control is available for this station.
 PY1132
 PY1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ340155(NAD 83)
 PY1132_MARKER: DB = BENCH MARK DISK
 PY1132_SETTING: 0 = UNSPECIFIED SETTING
 PY1132_SP_SET: UNSPECIFIED SHALLOW
 PY1132_STAMPING: NPS GV2 1977
 PY1132_MARK LOGO: NPS   
 PY1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1132
 PY1132  HISTORY     - Date     Condition        Report By
 PY1132  HISTORY     - 1977     MONUMENTED       NPS
 PY1132  HISTORY     - 1986     GOOD             USGS
 PY1132
 PY1132                          STATION DESCRIPTION
 PY1132
 PY1132'DESCRIBED BY US GEOLOGICAL SURVEY 1986
 PY1132'3.1 KM (1.90 MI) SOUTH FROM WEST THUMB JUNCTION.
 PY1132'FROM WEST THUMB JUNCTION (YELLOWSTONE NATIONAL PARK), 1.9 MILES SOUTH
 PY1132'ALONG HIGHWAY TOWARD SOUTH ENTRANCE, 11 METERS WEST OF CENTERLINE OF
 PY1132'SOUTHBOUND LANE, 5.5 METERS NORTHWEST OF JUNCTION SIGN, SET IN
 PY1132'CONCRETE WITHIN A 15-CM PVC PIPE PROJECTING 5 CM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0333 ***********************************************************************
 NQ0333  DESIGNATION -  GWM 23
 NQ0333  PID         -  NQ0333
 NQ0333  STATE/COUNTY-  WY/PLATTE
 NQ0333  USGS QUAD   -  HIGHTOWER (1981)
 NQ0333
 NQ0333                         *CURRENT SURVEY CONTROL
 NQ0333  ___________________________________________________________________
 NQ0333* NAD 83(1986)-  42 05 20.     (N)    105 02 29.     (W)     SCALED    
 NQ0333* NAVD 88     -      1436.241  (meters)    4712.07   (feet)  ADJUSTED  
 NQ0333  ___________________________________________________________________
 NQ0333  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 NQ0333  DYNAMIC HT  -        1435.325 (meters)    4709.06  (feet)  COMP
 NQ0333  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 NQ0333
 NQ0333  VERT ORDER  -  SECOND    CLASS 0
 NQ0333
 NQ0333.The horizontal coordinates were scaled from a topographic map and have
 NQ0333.an estimated accuracy of +/- 6 seconds.
 NQ0333
 NQ0333.The orthometric height was determined by differential leveling
 NQ0333.and adjusted by the National Geodetic Survey in June 1991..
 NQ0333
 NQ0333.The geoid height was determined by GEOID03.
 NQ0333
 NQ0333.The dynamic height is computed by dividing the NAVD 88
 NQ0333.geopotential number by the normal gravity value computed on the
 NQ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0333.degrees latitude (g = 980.6199 gals.).
 NQ0333
 NQ0333.The modeled gravity was interpolated from observed gravity values.
 NQ0333
 NQ0333;                    North         East    Units  Estimated Accuracy
 NQ0333;SPC WY E     -   176,460.      210,360.      MT  (+/- 180 meters Scaled)
 NQ0333
 NQ0333                          SUPERSEDED SURVEY CONTROL
 NQ0333
 NQ0333  NGVD 29 (??/??/92) 1435.45   (m)         4709.5    (f) COMPUTED    2 0
 NQ0333
 NQ0333.Superseded values are not recommended for survey control.
 NQ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0333.See file dsdata.txt to determine how the superseded data were derived.
 NQ0333
 NQ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG965596(NAD 83)
 NQ0333_MARKER: DD = SURVEY DISK
 NQ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0333_STAMPING: GWM 23 1940 4709
 NQ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0333+STABILITY: SURFACE MOTION
 NQ0333
 NQ0333  HISTORY     - Date     Condition        Report By
 NQ0333  HISTORY     - 1940     MONUMENTED       USGS
 NQ0333  HISTORY     - 1959     GOOD             NGS
 NQ0333
 NQ0333                          STATION DESCRIPTION
 NQ0333
 NQ0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NQ0333'7.1 MI NW FROM WHEATLAND.
 NQ0333'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0333'FROM THE STATION AT WHEATLAND, THENCE ABOUT 6.7 MILES NORTHWEST
 NQ0333'ALONG STATE HIGHWAY 107, IN THE NORTHWEST CORNER OF SECTION 5,
 NQ0333'T 24 N, R 68 W, 205 FEET NORTHEAST OF THE CENTER OF A CURVE IN
 NQ0333'THE HIGHWAY, 60 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD
 NQ0333'LEADING EAST, 37 FEET SOUTHWEST OF A FENCE CORNER POST, 25 FEET
 NQ0333'WEST OF A FENCE, 24 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 NQ0333'GRAVEL ROAD, 22 FEET WEST OF POWER POLE NO. 132, AND IN THE TOP
 NQ0333'OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0336 ***********************************************************************
 NQ0336  DESIGNATION -  GWM 24
 NQ0336  PID         -  NQ0336
 NQ0336  STATE/COUNTY-  WY/PLATTE
 NQ0336  USGS QUAD   -  HIGHTOWER (1981)
 NQ0336
 NQ0336                         *CURRENT SURVEY CONTROL
 NQ0336  ___________________________________________________________________
 NQ0336* NAD 83(1986)-  42 05 52.     (N)    105 04 25.     (W)     SCALED    
 NQ0336* NAVD 88     -      1422.727  (meters)    4667.73   (feet)  ADJUSTED  
 NQ0336  ___________________________________________________________________
 NQ0336  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 NQ0336  DYNAMIC HT  -        1421.823 (meters)    4664.76  (feet)  COMP
 NQ0336  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 NQ0336
 NQ0336  VERT ORDER  -  SECOND    CLASS 0
 NQ0336
 NQ0336.The horizontal coordinates were scaled from a topographic map and have
 NQ0336.an estimated accuracy of +/- 6 seconds.
 NQ0336
 NQ0336.The orthometric height was determined by differential leveling
 NQ0336.and adjusted by the National Geodetic Survey in June 1991..
 NQ0336
 NQ0336.The geoid height was determined by GEOID03.
 NQ0336
 NQ0336.The dynamic height is computed by dividing the NAVD 88
 NQ0336.geopotential number by the normal gravity value computed on the
 NQ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0336.degrees latitude (g = 980.6199 gals.).
 NQ0336
 NQ0336.The modeled gravity was interpolated from observed gravity values.
 NQ0336
 NQ0336;                    North         East    Units  Estimated Accuracy
 NQ0336;SPC WY E     -   177,440.      207,700.      MT  (+/- 180 meters Scaled)
 NQ0336
 NQ0336                          SUPERSEDED SURVEY CONTROL
 NQ0336
 NQ0336  NGVD 29 (??/??/92) 1421.94   (m)         4665.1    (f) COMPUTED    2 0
 NQ0336
 NQ0336.Superseded values are not recommended for survey control.
 NQ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0336.See file dsdata.txt to determine how the superseded data were derived.
 NQ0336
 NQ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG939606(NAD 83)
 NQ0336_MARKER: DD = SURVEY DISK
 NQ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0336_STAMPING: GWM 24 1940 4665
 NQ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0336+STABILITY: SURFACE MOTION
 NQ0336
 NQ0336  HISTORY     - Date     Condition        Report By
 NQ0336  HISTORY     - 1940     MONUMENTED       USGS
 NQ0336  HISTORY     - 1959     GOOD             NGS
 NQ0336
 NQ0336                          STATION DESCRIPTION
 NQ0336
 NQ0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NQ0336'9.2 MI NW FROM WHEATLAND.
 NQ0336'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0336'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0336'ALONG STATE HIGHWAY 107, THENCE ABOUT 0.85 MILE NORTHWEST ALONG A
 NQ0336'PAVED ROAD, IN THE CENTER OF SECTION 36, T 25 N, R 69 W, 38 FEET
 NQ0336'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE EAST OF
 NQ0336'A SHARP CURVE IN THE ROAD, 2 FEET SOUTH OF A FENCE, 1.5 FEET WEST
 NQ0336'OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 NQ0336'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0338 ***********************************************************************
 NQ0338  DESIGNATION -  GWM 25
 NQ0338  PID         -  NQ0338
 NQ0338  STATE/COUNTY-  WY/PLATTE
 NQ0338  USGS QUAD   -  HIGHTOWER (1981)
 NQ0338
 NQ0338                         *CURRENT SURVEY CONTROL
 NQ0338  ___________________________________________________________________
 NQ0338* NAD 83(1986)-  42 06 12.     (N)    105 06 39.     (W)     SCALED    
 NQ0338* NAVD 88     -      1420.007  (meters)    4658.81   (feet)  ADJUSTED  
 NQ0338  ___________________________________________________________________
 NQ0338  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 NQ0338  DYNAMIC HT  -        1419.106 (meters)    4655.85  (feet)  COMP
 NQ0338  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 NQ0338
 NQ0338  VERT ORDER  -  SECOND    CLASS 0
 NQ0338
 NQ0338.The horizontal coordinates were scaled from a topographic map and have
 NQ0338.an estimated accuracy of +/- 6 seconds.
 NQ0338
 NQ0338.The orthometric height was determined by differential leveling
 NQ0338.and adjusted by the National Geodetic Survey in June 1991..
 NQ0338
 NQ0338.The geoid height was determined by GEOID03.
 NQ0338
 NQ0338.The dynamic height is computed by dividing the NAVD 88
 NQ0338.geopotential number by the normal gravity value computed on the
 NQ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0338.degrees latitude (g = 980.6199 gals.).
 NQ0338
 NQ0338.The modeled gravity was interpolated from observed gravity values.
 NQ0338
 NQ0338;                    North         East    Units  Estimated Accuracy
 NQ0338;SPC WY E     -   178,060.      204,620.      MT  (+/- 180 meters Scaled)
 NQ0338
 NQ0338                          SUPERSEDED SURVEY CONTROL
 NQ0338
 NQ0338  NGVD 29 (??/??/92) 1419.22   (m)         4656.2    (f) COMPUTED    2 0
 NQ0338
 NQ0338.Superseded values are not recommended for survey control.
 NQ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0338.See file dsdata.txt to determine how the superseded data were derived.
 NQ0338
 NQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG908612(NAD 83)
 NQ0338_MARKER: DD = SURVEY DISK
 NQ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0338_STAMPING: GWM 25 1940 4656
 NQ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0338+STABILITY: SURFACE MOTION
 NQ0338
 NQ0338  HISTORY     - Date     Condition        Report By
 NQ0338  HISTORY     - 1940     MONUMENTED       USGS
 NQ0338  HISTORY     - 1959     GOOD             NGS
 NQ0338
 NQ0338                          STATION DESCRIPTION
 NQ0338
 NQ0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NQ0338'11.3 MI NW FROM WHEATLAND.
 NQ0338'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0338'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0338'ALONG STATE HIGHWAY 107, THENCE ABOUT 2.95 MILES NORTHWEST
 NQ0338'ALONG A PAVED ROAD, IN THE NORTH SIDE OF SECTION 34, T 25 N,
 NQ0338'R 69 W, 41 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.65
 NQ0338'MILE SOUTHEAST OF WHEELER LAKE, 35 FEET SOUTHEAST OF THE CENTER
 NQ0338'LINE OF A TRACK ROAD, 2.0 FEET SOUTH OF A METAL WITNESS POST, AND
 NQ0338'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0340 ***********************************************************************
 NQ0340  DESIGNATION -  GWM 26
 NQ0340  PID         -  NQ0340
 NQ0340  STATE/COUNTY-  WY/PLATTE
 NQ0340  USGS QUAD   -  HIGHTOWER SW (1992)
 NQ0340
 NQ0340                         *CURRENT SURVEY CONTROL
 NQ0340  ___________________________________________________________________
 NQ0340* NAD 83(1986)-  42 07 18.     (N)    105 08 14.     (W)     SCALED    
 NQ0340* NAVD 88     -      1426.546  (meters)    4680.26   (feet)  ADJUSTED  
 NQ0340  ___________________________________________________________________
 NQ0340  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 NQ0340  DYNAMIC HT  -        1425.640 (meters)    4677.29  (feet)  COMP
 NQ0340  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 NQ0340
 NQ0340  VERT ORDER  -  SECOND    CLASS 0
 NQ0340
 NQ0340.The horizontal coordinates were scaled from a topographic map and have
 NQ0340.an estimated accuracy of +/- 6 seconds.
 NQ0340
 NQ0340.The orthometric height was determined by differential leveling
 NQ0340.and adjusted by the National Geodetic Survey in June 1991..
 NQ0340
 NQ0340.The geoid height was determined by GEOID03.
 NQ0340
 NQ0340.The dynamic height is computed by dividing the NAVD 88
 NQ0340.geopotential number by the normal gravity value computed on the
 NQ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0340.degrees latitude (g = 980.6199 gals.).
 NQ0340
 NQ0340.The modeled gravity was interpolated from observed gravity values.
 NQ0340
 NQ0340;                    North         East    Units  Estimated Accuracy
 NQ0340;SPC WY E     -   180,090.      202,440.      MT  (+/- 180 meters Scaled)
 NQ0340
 NQ0340                          SUPERSEDED SURVEY CONTROL
 NQ0340
 NQ0340  NGVD 29 (??/??/92) 1425.75   (m)         4677.6    (f) COMPUTED    2 0
 NQ0340
 NQ0340.Superseded values are not recommended for survey control.
 NQ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0340.See file dsdata.txt to determine how the superseded data were derived.
 NQ0340
 NQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG886632(NAD 83)
 NQ0340_MARKER: DD = SURVEY DISK
 NQ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0340_STAMPING: GWM 26 1940 4678
 NQ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0340+STABILITY: SURFACE MOTION
 NQ0340
 NQ0340  HISTORY     - Date     Condition        Report By
 NQ0340  HISTORY     - 1940     MONUMENTED       USGS
 NQ0340  HISTORY     - 1959     GOOD             NGS
 NQ0340
 NQ0340                          STATION DESCRIPTION
 NQ0340
 NQ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NQ0340'13.4 MI NW FROM WHEATLAND.
 NQ0340'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0340'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0340'ALONG STATE HIGHWAY 107, THENCE ABOUT 5.05 MILES NORTHWEST ALONG
 NQ0340'A PAVED ROAD, IN THE SOUTHWEST 1/4 OF SECTION 21, T 25 N, R 69 W,
 NQ0340'43 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.3 MILE
 NQ0340'SOUTHWEST OF A GROUP OF RANCH BUILDINGS IN A GROVE OF COTTONWOOD
 NQ0340'TREES, 191 FEET WEST OF A POWER POLE, AND IN THE TOP OF A
 NQ0340'CONCRETE POST PROJECTING 14 INCHES.  NOTE-- OBSEVER REPORTS THAT
 NQ0340'THE DISK WAS NOT LEVEL AND THAT THE ROD WAS HELD ON THE HIGH
 NQ0340'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0342 ***********************************************************************
 NQ0342  DESIGNATION -  GWM 27
 NQ0342  PID         -  NQ0342
 NQ0342  STATE/COUNTY-  WY/PLATTE
 NQ0342  USGS QUAD   -  JOHNSON MOUNTAIN (1992)
 NQ0342
 NQ0342                         *CURRENT SURVEY CONTROL
 NQ0342  ___________________________________________________________________
 NQ0342* NAD 83(1986)-  42 08 23.     (N)    105 09 47.     (W)     SCALED    
 NQ0342* NAVD 88     -      1465.951  (meters)    4809.54   (feet)  ADJUSTED  
 NQ0342  ___________________________________________________________________
 NQ0342  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 NQ0342  DYNAMIC HT  -        1465.017 (meters)    4806.48  (feet)  COMP
 NQ0342  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 NQ0342
 NQ0342  VERT ORDER  -  SECOND    CLASS 0
 NQ0342
 NQ0342.The horizontal coordinates were scaled from a topographic map and have
 NQ0342.an estimated accuracy of +/- 6 seconds.
 NQ0342
 NQ0342.The orthometric height was determined by differential leveling
 NQ0342.and adjusted by the National Geodetic Survey in June 1991..
 NQ0342
 NQ0342.The geoid height was determined by GEOID03.
 NQ0342
 NQ0342.The dynamic height is computed by dividing the NAVD 88
 NQ0342.geopotential number by the normal gravity value computed on the
 NQ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0342.degrees latitude (g = 980.6199 gals.).
 NQ0342
 NQ0342.The modeled gravity was interpolated from observed gravity values.
 NQ0342
 NQ0342;                    North         East    Units  Estimated Accuracy
 NQ0342;SPC WY E     -   182,100.      200,300.      MT  (+/- 180 meters Scaled)
 NQ0342
 NQ0342                          SUPERSEDED SURVEY CONTROL
 NQ0342
 NQ0342  NGVD 29 (??/??/92) 1465.15   (m)         4806.9    (f) COMPUTED    2 0
 NQ0342
 NQ0342.Superseded values are not recommended for survey control.
 NQ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0342.See file dsdata.txt to determine how the superseded data were derived.
 NQ0342
 NQ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG865653(NAD 83)
 NQ0342_MARKER: DD = SURVEY DISK
 NQ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0342_STAMPING: GWM 27 1940 4807
 NQ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0342+STABILITY: SURFACE MOTION
 NQ0342
 NQ0342  HISTORY     - Date     Condition        Report By
 NQ0342  HISTORY     - 1940     MONUMENTED       USGS
 NQ0342  HISTORY     - 1959     GOOD             NGS
 NQ0342
 NQ0342                          STATION DESCRIPTION
 NQ0342
 NQ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NQ0342'15.4 MI NW FROM WHEATLAND.
 NQ0342'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0342'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0342'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.05 MILES NORTHWEST ALONG
 NQ0342'A PAVED ROAD, IN THE WEST SIDE OF SECTION 17, T 25 N, R 69 W,
 NQ0342'55 FEET EAST OF THE CENTER LINE OF THE ROAD, ON THE CREST OF A
 NQ0342'PROMINENT HILL, ABOUT 0.4 MILE NORTH OF THE GLENN SHOCKLEY
 NQ0342'RANCH HOUSE WHICH IS IN A GROVE OF TREES, 88 FEET EAST OF A
 NQ0342'FENCE, 2 1/2 FEET WEST OF A 2 X 4-INCH WITNESS POST, ABOUT 5
 NQ0342'FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 NQ0342'POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0362 ***********************************************************************
 NQ0362  DESIGNATION -  GWM 59
 NQ0362  PID         -  NQ0362
 NQ0362  STATE/COUNTY-  WY/ALBANY
 NQ0362  USGS QUAD   -  SOUTH MOUNTAIN (1992)
 NQ0362
 NQ0362                         *CURRENT SURVEY CONTROL
 NQ0362  ___________________________________________________________________
 NQ0362* NAD 83(1986)-  42 07 34.     (N)    105 24 56.     (W)     SCALED    
 NQ0362* NAVD 88     -      2040.940  (meters)    6695.98   (feet)  ADJUSTED  
 NQ0362  ___________________________________________________________________
 NQ0362  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 NQ0362  DYNAMIC HT  -        2039.434 (meters)    6691.04  (feet)  COMP
 NQ0362  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 NQ0362
 NQ0362  VERT ORDER  -  SECOND    CLASS 0
 NQ0362
 NQ0362.The horizontal coordinates were scaled from a topographic map and have
 NQ0362.an estimated accuracy of +/- 6 seconds.
 NQ0362
 NQ0362.The orthometric height was determined by differential leveling
 NQ0362.and adjusted by the National Geodetic Survey in June 1991..
 NQ0362
 NQ0362.The geoid height was determined by GEOID03.
 NQ0362
 NQ0362.The dynamic height is computed by dividing the NAVD 88
 NQ0362.geopotential number by the normal gravity value computed on the
 NQ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0362.degrees latitude (g = 980.6199 gals.).
 NQ0362
 NQ0362.The modeled gravity was interpolated from observed gravity values.
 NQ0362
 NQ0362;                    North         East    Units  Estimated Accuracy
 NQ0362;SPC WY E     -   180,620.      179,420.      MT  (+/- 180 meters Scaled)
 NQ0362
 NQ0362                          SUPERSEDED SURVEY CONTROL
 NQ0362
 NQ0362  NGVD 29 (??/??/92) 2040.01   (m)         6692.9    (f) COMPUTED    2 0
 NQ0362
 NQ0362.Superseded values are not recommended for survey control.
 NQ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0362.See file dsdata.txt to determine how the superseded data were derived.
 NQ0362
 NQ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG656638(NAD 83)
 NQ0362_MARKER: DD = SURVEY DISK
 NQ0362_SETTING: 80 = SET IN A BOULDER
 NQ0362_SP_SET: BOULDER
 NQ0362_STAMPING: GWM 59 1940 6693
 NQ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0362+STABILITY: SURFACE MOTION
 NQ0362
 NQ0362  HISTORY     - Date     Condition        Report By
 NQ0362  HISTORY     - 1940     MONUMENTED       USGS
 NQ0362  HISTORY     - 1959     GOOD             NGS
 NQ0362
 NQ0362                          STATION DESCRIPTION
 NQ0362
 NQ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NQ0362'32.4 MI NW FROM WHEATLAND.
 NQ0362'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0362'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0362'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0362'A PAVED ROAD, THENCE ABOUT 14.65 MILES WEST ALONG A GRADED DIRT
 NQ0362'ROAD TO THE COTTONWOOD PARK ROAD JUNCTION, THENCE ABOUT 1.85 MILES
 NQ0362'SOUTHWEST ALONG A GRADED DIRT ROAD, IN THE WEST SIDE OF SECTION
 NQ0362'19, T 25 N, R 71 W, 44 FEET EAST OF THE CENTER OF THE JUNCTION
 NQ0362'OF A TRACK ROAD LEADING SOUTH, IN THE TOP OF A BOULDER PROJECTING
 NQ0362'3 INCHES, ABOUT 0.1 MILE SOUTH OF A CATTLE GUARD, AND ABOUT
 NQ0362'66 YARDS WEST OF STURGEON CREEK.  THE MARK IS ABOUT 1 FOOT
 NQ0362'BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0546 ***********************************************************************
 NQ0546  DESIGNATION -  GWM 93
 NQ0546  PID         -  NQ0546
 NQ0546  STATE/COUNTY-  WY/PLATTE
 NQ0546  USGS QUAD   -  GLENDO (1978)
 NQ0546
 NQ0546                         *CURRENT SURVEY CONTROL
 NQ0546  ___________________________________________________________________
 NQ0546* NAD 83(1993)-  42 30 58.37693(N)    105 05 44.19144(W)     ADJUSTED  
 NQ0546* NAVD 88     -      1579.8    (meters)    5183.     (feet)  VERTCON   
 NQ0546  ___________________________________________________________________
 NQ0546  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 NQ0546  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 NQ0546
 NQ0546  HORZ ORDER  -  THIRD
 NQ0546  VERT ORDER  -  THIRD ? (See Below)
 NQ0546
 NQ0546.The horizontal coordinates were established by classical geodetic methods
 NQ0546.and adjusted by the National Geodetic Survey in January 1997..
 NQ0546
 NQ0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0546.The vertical order pertains to the NGVD 29 superseded value.
 NQ0546
 NQ0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0546
 NQ0546.The geoid height was determined by GEOID03.
 NQ0546
 NQ0546;                    North         East     Units Scale Factor Converg.
 NQ0546;SPC WY E     -   223,916.954   205,839.018   MT  0.99993792   +0 02 52.9
 NQ0546;UTM  13      - 4,707,098.091   492,146.230   MT  0.99960076   -0 03 52.6
 NQ0546
 NQ0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0546!SPC WY E     -   0.99975448  x   0.99993792  =   0.99969241
 NQ0546!UTM  13      -   0.99975448  x   0.99960076  =   0.99935533
 NQ0546
 NQ0546:                Primary Azimuth Mark                     Grid Az
 NQ0546:SPC WY E     -  GRANDE                                   265 25 13.9
 NQ0546:UTM  13      -  GRANDE                                   265 31 59.4
 NQ0546
 NQ0546|---------------------------------------------------------------------|
 NQ0546| PID    Reference Object                     Distance      Geod. Az  |
 NQ0546|                                                           dddmmss.s |
 NQ0546| NQ0542 GRANDE                              APPROX. 1.0 KM 2652806.8 |
 NQ0546|---------------------------------------------------------------------|
 NQ0546
 NQ0546                          SUPERSEDED SURVEY CONTROL
 NQ0546
 NQ0546  NAD 83(1986)-  42 30 58.35595(N)    105 05 44.18146(W) AD(       ) 3
 NQ0546  NAD 27      -  42 30 58.46748(N)    105 05 42.27278(W) AD(       ) 3
 NQ0546  NGVD 29 (07/19/86) 1579.0    (m)         5180.     (f) LEVELING    3  
 NQ0546
 NQ0546.Superseded values are not recommended for survey control.
 NQ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0546.See file dsdata.txt to determine how the superseded data were derived.
 NQ0546
 NQ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9214607098(NAD 83)
 NQ0546_MARKER: DD = SURVEY DISK
 NQ0546_SETTING: 0 = UNSPECIFIED SETTING
 NQ0546_STAMPING: GWM 93 5180 1940
 NQ0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0546
 NQ0546  HISTORY     - Date     Condition        Report By
 NQ0546  HISTORY     - 1948     MONUMENTED       USGS
 NQ0546  HISTORY     - 20000607 GOOD             USGS
 NQ0546
 NQ0546                          STATION DESCRIPTION
 NQ0546
 NQ0546'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0546'LOCATED ON RIDGE RD. ABOUT 3.75 MI. WNW. OF GLENDO.  ON S. SIDE OF
 NQ0546'RD., 25.60 FT. S. OF CENTER AND 21.80 FT. E. OF CENTER OF T-RD. S.
 NQ0546'LOCATED ABOUT CENTER OF SEC. 2, T 29 N, R 69 W.
 NQ0546'
 NQ0546'TO REACH FROM GLENDO, AT T-RD. W. AT THE N. END OF OVERPASS AT THE
 NQ0546'S. END OF GLENDO, GO W. 0.05 MI. CROSSING RAILROAD TRACKS, THENCE S.
 NQ0546'0.05 MI., THENCE IN A WESTERLY DIRECTION FOR 4.20 MI. TO HIGH POINT
 NQ0546'IN RD., AT T-RD. S. AND STATION.  STATION IS LOCATED ON S. SIDE OF
 NQ0546'RD., 1.90 FT. N. OF RIGHT-OF-WAY FENCE, 21.80 FT. E. OF CENTER OF
 NQ0546'T-RD. S. AND 25.60 FT. S. OF CENTER OF E-W. RD.
 NQ0546'
 NQ0546'STATION MARK--STANDARD TABLET STAMPED ---GWM 93 5180 1940--- SET IN
 NQ0546'CONCRETE POST.
 NQ0546'
 NQ0546'REFERENCE MARK NO. 1--3/4 IN. IRON PIPE EXTENDING 8 IN. ABOVE GROUND,
 NQ0546'BEING S 24 DEG 58 MIN W, 49.45 FT.
 NQ0546'FROM STATION MARK (AT RIGHT-OF-WAY FENCE, N. SIDE OF RD.).
 NQ0546'
 NQ0546'REFERENCE MARK NO. 2--3/4 IN. IRON PIPE EXTENDING 8 IN. ABOVE GROUND,
 NQ0546'BEING N 77 DEG 13 MIN W, 49.05 FT.
 NQ0546'FROM STATION MARK (ON FENCE LINE E.).
 NQ0546
 NQ0546                          STATION RECOVERY (2000)
 NQ0546
 NQ0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0546'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0604 ***********************************************************************
 NQ0604  DESIGNATION -  GWM 96
 NQ0604  PID         -  NQ0604
 NQ0604  STATE/COUNTY-  WY/PLATTE
 NQ0604  USGS QUAD   -  SPRING CREEK (1981)
 NQ0604
 NQ0604                         *CURRENT SURVEY CONTROL
 NQ0604  ___________________________________________________________________
 NQ0604* NAD 83(1993)-  42 29 31.47840(N)    105 11 24.99880(W)     ADJUSTED  
 NQ0604* NAVD 88     -      1663.4    (meters)    5457.     (feet)  VERTCON   
 NQ0604  ___________________________________________________________________
 NQ0604  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 NQ0604  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 NQ0604
 NQ0604  HORZ ORDER  -  THIRD
 NQ0604  VERT ORDER  -  THIRD ? (See Below)
 NQ0604
 NQ0604.The horizontal coordinates were established by classical geodetic methods
 NQ0604.and adjusted by the National Geodetic Survey in January 1997..
 NQ0604
 NQ0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0604.The vertical order pertains to the NGVD 29 superseded value.
 NQ0604
 NQ0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0604
 NQ0604.The geoid height was determined by GEOID03.
 NQ0604
 NQ0604;                    North         East     Units Scale Factor Converg.
 NQ0604;SPC WY E     -   221,233.568   198,059.094   MT  0.99993755   -0 00 57.4
 NQ0604;UTM  13      - 4,704,430.897   484,363.662   MT  0.99960301   -0 07 42.7
 NQ0604
 NQ0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0604!SPC WY E     -   0.99974133  x   0.99993755  =   0.99967889
 NQ0604!UTM  13      -   0.99974133  x   0.99960301  =   0.99934444
 NQ0604
 NQ0604                          SUPERSEDED SURVEY CONTROL
 NQ0604
 NQ0604  NAD 83(1986)-  42 29 31.45793(N)    105 11 24.98859(W) AD(       ) 3
 NQ0604  NAD 27      -  42 29 31.56931(N)    105 11 23.06860(W) AD(       ) 3
 NQ0604  NGVD 29 (07/19/86) 1662.6    (m)         5455.     (f) LEVELING    3  
 NQ0604
 NQ0604.Superseded values are not recommended for survey control.
 NQ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0604.See file dsdata.txt to determine how the superseded data were derived.
 NQ0604
 NQ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8436404431(NAD 83)
 NQ0604_MARKER: DD = SURVEY DISK
 NQ0604_SETTING: 0 = UNSPECIFIED SETTING
 NQ0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0604
 NQ0604  HISTORY     - Date     Condition        Report By
 NQ0604  HISTORY     - 1948     MONUMENTED       USGS
 NQ0604
 NQ0604                          STATION DESCRIPTION
 NQ0604
 NQ0604'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0604'LOCATED IN SE. 1/4 SEC. 12, T 29 N, R 70 W, GLENDO STATION, 9.9 MI.
 NQ0604'W. OF, ALONG GLENDO-ESTERBROOK RD., 33 FT. S. OF RD., IN CONCRETE
 NQ0604'POST.
 NQ0604'
 NQ0604'STATION MARK--STANDARD TABLET STAMPED ---GWM-96-1940-5455---, METAL
 NQ0604'TAG ON STAKE STAMPED ---5454.6---.
 NQ0604'
 NQ0604'REFERENCE MARK NO. 1--1/2 IN. IRON PIPE 1 FT. HIGH WITH ROCK PILE,
 NQ0604'LOCATED 74.95 FT. S. OF STATION.
 NQ0604'
 NQ0604'REFERENCE MARK NO. 2--1 IN. IRON PIPE 1.2 FT. HIGH WITH ROCK PILE,
 NQ0604'LOCATED 49.65 FT. W. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0274 ***********************************************************************
 MO0274  DESIGNATION -  H 1
 MO0274  PID         -  MO0274
 MO0274  STATE/COUNTY-  WY/PLATTE
 MO0274  USGS QUAD   -  BORDEAUX (1990)
 MO0274
 MO0274                         *CURRENT SURVEY CONTROL
 MO0274  ___________________________________________________________________
 MO0274* NAD 83(1986)-  41 53 44.     (N)    104 49 12.     (W)     SCALED    
 MO0274* NAVD 88     -      1508.854  (meters)    4950.30   (feet)  ADJUSTED  
 MO0274  ___________________________________________________________________
 MO0274  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MO0274  DYNAMIC HT  -        1507.811 (meters)    4946.88  (feet)  COMP
 MO0274  MODELED GRAV-     979,878.4   (mgal)                       NAVD 88
 MO0274
 MO0274  VERT ORDER  -  FIRST     CLASS II
 MO0274
 MO0274.The horizontal coordinates were scaled from a topographic map and have
 MO0274.an estimated accuracy of +/- 6 seconds.
 MO0274
 MO0274.The orthometric height was determined by differential leveling
 MO0274.and adjusted by the National Geodetic Survey in June 1991..
 MO0274.WARNING-Repeat measurements at this control monument indicate possible
 MO0274.vertical movement.
 MO0274
 MO0274.The geoid height was determined by GEOID03.
 MO0274
 MO0274.The dynamic height is computed by dividing the NAVD 88
 MO0274.geopotential number by the normal gravity value computed on the
 MO0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0274.degrees latitude (g = 980.6199 gals.).
 MO0274
 MO0274.The modeled gravity was interpolated from observed gravity values.
 MO0274
 MO0274;                    North         East    Units  Estimated Accuracy
 MO0274;SPC WY E     -   155,040.      228,770.      MT  (+/- 180 meters Scaled)
 MO0274
 MO0274                          SUPERSEDED SURVEY CONTROL
 MO0274
 MO0274  NGVD 29 (??/??/92) 1508.013  (m)         4947.54   (f) ADJ UNCH    1 2
 MO0274
 MO0274.Superseded values are not recommended for survey control.
 MO0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0274.See file dsdata.txt to determine how the superseded data were derived.
 MO0274
 MO0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG149381(NAD 83)
 MO0274_MARKER: Z = SEE DESCRIPTION
 MO0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0274_SP_SET: LIMESTONE
 MO0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0274+STABILITY: SURFACE MOTION
 MO0274
 MO0274  HISTORY     - Date     Condition        Report By
 MO0274  HISTORY     - UNK      MONUMENTED       CGS
 MO0274  HISTORY     - 1954     GOOD             NGS
 MO0274
 MO0274                          STATION DESCRIPTION
 MO0274
 MO0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0274'1.5 MI N FROM SLATER.
 MO0274'1.5 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 MO0274'POST OFFICE AT SLATER, 28 FEET SOUTH OF THE 10TH POLE NORTH OF
 MO0274'MILEPOST 199, 43 FEET EAST OF THE EAST RAIL, 6 FEET WEST OF A
 MO0274'FENCE, 1 FOOT WEST OF A WITNESS POST, IN THE TOP OF A LIMESTONE
 MO0274'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, SURROUNDED BY THE
 MO0274'LETTERS USBM, IN SECTION 7, TOWNSHIP 22 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0050 ***********************************************************************
 PY0050  DESIGNATION -  H 10
 PY0050  PID         -  PY0050
 PY0050  STATE/COUNTY-  WY/TETON
 PY0050  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0050
 PY0050                         *CURRENT SURVEY CONTROL
 PY0050  ___________________________________________________________________
 PY0050* NAD 83(1986)-  44 25 55.     (N)    110 45 27.     (W)     SCALED    
 PY0050* NAVD 88     -      2416.159  (meters)    7927.02   (feet)  ADJUSTED  
 PY0050  ___________________________________________________________________
 PY0050  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 PY0050  DYNAMIC HT  -        2414.511 (meters)    7921.61  (feet)  COMP
 PY0050  MODELED GRAV-     979,848.9   (mgal)                       NAVD 88
 PY0050
 PY0050  VERT ORDER  -  FIRST     CLASS II
 PY0050
 PY0050.The horizontal coordinates were scaled from a topographic map and have
 PY0050.an estimated accuracy of +/- 6 seconds.
 PY0050
 PY0050.The orthometric height was determined by differential leveling
 PY0050.and adjusted by the National Geodetic Survey in June 1991..
 PY0050
 PY0050.The geoid height was determined by GEOID03.
 PY0050
 PY0050.The dynamic height is computed by dividing the NAVD 88
 PY0050.geopotential number by the normal gravity value computed on the
 PY0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0050.degrees latitude (g = 980.6199 gals.).
 PY0050
 PY0050.The modeled gravity was interpolated from observed gravity values.
 PY0050
 PY0050;                    North         East    Units  Estimated Accuracy
 PY0050;SPC WY W     -   536,960.      746,330.      MT  (+/- 180 meters Scaled)
 PY0050
 PY0050                          SUPERSEDED SURVEY CONTROL
 PY0050
 PY0050  NGVD 29 (08/20/92) 2414.747  (m)         7922.38   (f) ADJUSTED    1 2
 PY0050
 PY0050.Superseded values are not recommended for survey control.
 PY0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0050.See file dsdata.txt to determine how the superseded data were derived.
 PY0050
 PY0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ193198(NAD 83)
 PY0050_MARKER: DB = BENCH MARK DISK
 PY0050_SETTING: 80 = SET IN A BOULDER
 PY0050_SP_SET: BOULDER
 PY0050_STAMPING: H 10 1923 7920.201
 PY0050_MARK LOGO: CGS   
 PY0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0050+STABILITY: SURFACE MOTION
 PY0050
 PY0050  HISTORY     - Date     Condition        Report By
 PY0050  HISTORY     - 1923     MONUMENTED       CGS
 PY0050  HISTORY     - 1934     GOOD             NGS
 PY0050  HISTORY     - 1987     GOOD             NGS
 PY0050
 PY0050                          STATION DESCRIPTION
 PY0050
 PY0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0050'6.0 MI SE FROM OLD FAITHFUL.
 PY0050'6.0 MILES SOUTHEAST ALONG THE OLD FAITHFUL-THUMB RANGER STATION ROAD
 PY0050'FROM OLD FAITHFUL, YELLOWSTONE NATIONAL PARK, 25 YARDS WEST OF THE
 PY0050'THIRTEENTH MILEPOST FROM THUMB RANGER STATION, AT THE INSIDE OF A
 PY0050'SHARP CURVE, 8 FEET SOUTH OF THE ROAD, 3 FEET HIGHER THAN THE ROAD,
 PY0050'AND IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED 7920.201 H 10
 PY0050'1923.
 PY0050
 PY0050                          STATION RECOVERY (1987)
 PY0050
 PY0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0050'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.6 KM
 PY0050'(12.20 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY FROM
 PY0050'THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST THUMB,
 PY0050'NEAR THE CENTER OF A 12-INCH EXPOSED AREA OF A BURIED BOULDER, AND
 PY0050'7.8 M (25.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PY0050'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0095 ***********************************************************************
 OU0095  DESIGNATION -  H 100
 OU0095  PID         -  OU0095
 OU0095  STATE/COUNTY-  WY/NIOBRARA
 OU0095  USGS QUAD   -  TELEPHONE DRAW (1981)
 OU0095
 OU0095                         *CURRENT SURVEY CONTROL
 OU0095  ___________________________________________________________________
 OU0095* NAD 83(1986)-  43 04 27.     (N)    104 27 22.     (W)     SCALED    
 OU0095* NAVD 88     -      1342.667  (meters)    4405.07   (feet)  ADJUSTED  
 OU0095  ___________________________________________________________________
 OU0095  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 OU0095  DYNAMIC HT  -        1341.988 (meters)    4402.84  (feet)  COMP
 OU0095  MODELED GRAV-     980,067.1   (mgal)                       NAVD 88
 OU0095
 OU0095  VERT ORDER  -  SECOND    CLASS 0
 OU0095
 OU0095.The horizontal coordinates were scaled from a topographic map and have
 OU0095.an estimated accuracy of +/- 6 seconds.
 OU0095
 OU0095.The orthometric height was determined by differential leveling
 OU0095.and adjusted by the National Geodetic Survey in June 1991..
 OU0095
 OU0095.The geoid height was determined by GEOID03.
 OU0095
 OU0095.The dynamic height is computed by dividing the NAVD 88
 OU0095.geopotential number by the normal gravity value computed on the
 OU0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0095.degrees latitude (g = 980.6199 gals.).
 OU0095
 OU0095.The modeled gravity was interpolated from observed gravity values.
 OU0095
 OU0095;                    North         East    Units  Estimated Accuracy
 OU0095;SPC WY E     -   286,140.      257,870.      MT  (+/- 180 meters Scaled)
 OU0095
 OU0095                          SUPERSEDED SURVEY CONTROL
 OU0095
 OU0095  NGVD 29 (??/??/92) 1341.989  (m)         4402.84   (f) ADJ UNCH    2 0
 OU0095
 OU0095.Superseded values are not recommended for survey control.
 OU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0095.See file dsdata.txt to determine how the superseded data were derived.
 OU0095
 OU0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH442691(NAD 83)
 OU0095_MARKER: DB = BENCH MARK DISK
 OU0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0095_STAMPING: H 100 1956
 OU0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0095+STABILITY: SURFACE MOTION
 OU0095
 OU0095  HISTORY     - Date     Condition        Report By
 OU0095  HISTORY     - 1956     MONUMENTED       CGS
 OU0095  HISTORY     - 1957     GOOD             NGS
 OU0095
 OU0095                          STATION DESCRIPTION
 OU0095
 OU0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0095'31.3 MI N FROM LUSK.
 OU0095'25.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0095'LUSK, THENCE 3.0 MILES WEST ALONG A TRACK ROAD, THENCE 3.3 MILES
 OU0095'SOUTHWEST ALONG A TRACK ROAD, ON TOP OF A HILL, 31 FEET SOUTH
 OU0095'OF THE CENTER LINE OF A TRACK ROAD, 3 FEET NORTH OF A FENCE, 2
 OU0095'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OU0095'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4
 OU0095'OF SECTION 19, TOWNSHIP 36 NORTH, RANGE 63 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0645 ***********************************************************************
 MO0645  DESIGNATION -  H 101
 MO0645  PID         -  MO0645
 MO0645  STATE/COUNTY-  WY/ALBANY
 MO0645  USGS QUAD   -  MILLBROOK (1992)
 MO0645
 MO0645                         *CURRENT SURVEY CONTROL
 MO0645  ___________________________________________________________________
 MO0645* NAD 83(1986)-  41 19 14.     (N)    105 55 16.     (W)     SCALED    
 MO0645* NAVD 88     -      2278.520  (meters)    7475.44   (feet)  ADJUSTED  
 MO0645  ___________________________________________________________________
 MO0645  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 MO0645  DYNAMIC HT  -        2276.473 (meters)    7468.73  (feet)  COMP
 MO0645  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 MO0645
 MO0645  VERT ORDER  -  FIRST     CLASS II
 MO0645
 MO0645.The horizontal coordinates were scaled from a topographic map and have
 MO0645.an estimated accuracy of +/- 6 seconds.
 MO0645
 MO0645.The orthometric height was determined by differential leveling
 MO0645.and adjusted by the National Geodetic Survey in June 1991..
 MO0645
 MO0645.The geoid height was determined by GEOID03.
 MO0645
 MO0645.The dynamic height is computed by dividing the NAVD 88
 MO0645.geopotential number by the normal gravity value computed on the
 MO0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0645.degrees latitude (g = 980.6199 gals.).
 MO0645
 MO0645.The modeled gravity was interpolated from observed gravity values.
 MO0645
 MO0645;                    North         East    Units  Estimated Accuracy
 MO0645;SPC WY E     -    91,390.      136,840.      MT  (+/- 180 meters Scaled)
 MO0645
 MO0645                          SUPERSEDED SURVEY CONTROL
 MO0645
 MO0645  NGVD 29 (??/??/92) 2277.394  (m)         7471.75   (f) ADJ UNCH    1 2
 MO0645
 MO0645.Superseded values are not recommended for survey control.
 MO0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0645.See file dsdata.txt to determine how the superseded data were derived.
 MO0645
 MO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF229747(NAD 83)
 MO0645_MARKER: DB = BENCH MARK DISK
 MO0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0645_STAMPING: H 101 1956
 MO0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0645+STABILITY: SURFACE MOTION
 MO0645
 MO0645  HISTORY     - Date     Condition        Report By
 MO0645  HISTORY     - 1956     MONUMENTED       CGS
 MO0645
 MO0645                          STATION DESCRIPTION
 MO0645
 MO0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0645'11.7 MI E FROM CENTENNIAL.
 MO0645'11.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0645'RAILROAD FROM THE STATION AT CENTENNIAL, 123 FEET EAST OF THE CENTER
 MO0645'LINE OF A ROAD LEADING NORTH, 24.9 FEET NORTH OF THE NORTH RAIL,
 MO0645'7.2 FEET SOUTH OF THE 1ST POLE EAST OF MILEPOST 18, 3 FEET NORTHEAST
 MO0645'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0645'0.4 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 27,
 MO0645'TOWNSHIP 16 NORTH, RANGE 76 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0098 ***********************************************************************
 MP0098  DESIGNATION -  H 102
 MP0098  PID         -  MP0098
 MP0098  STATE/COUNTY-  WY/ALBANY
 MP0098  USGS QUAD   -  FOXPARK (1992)
 MP0098
 MP0098                         *CURRENT SURVEY CONTROL
 MP0098  ___________________________________________________________________
 MP0098* NAD 83(1986)-  41 01 13.     (N)    106 09 12.     (W)     SCALED    
 MP0098* NAVD 88     -      2696.407  (meters)    8846.46   (feet)  ADJUSTED  
 MP0098  ___________________________________________________________________
 MP0098  GEOID HEIGHT-         -10.87  (meters)                     GEOID03
 MP0098  DYNAMIC HT  -        2693.711 (meters)    8837.62  (feet)  COMP
 MP0098  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 MP0098
 MP0098  VERT ORDER  -  FIRST     CLASS II
 MP0098
 MP0098.The horizontal coordinates were scaled from a topographic map and have
 MP0098.an estimated accuracy of +/- 6 seconds.
 MP0098
 MP0098.The orthometric height was determined by differential leveling
 MP0098.and adjusted by the National Geodetic Survey in June 1991..
 MP0098
 MP0098.The geoid height was determined by GEOID03.
 MP0098
 MP0098.The dynamic height is computed by dividing the NAVD 88
 MP0098.geopotential number by the normal gravity value computed on the
 MP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0098.degrees latitude (g = 980.6199 gals.).
 MP0098
 MP0098.The modeled gravity was interpolated from observed gravity values.
 MP0098
 MP0098;                    North         East    Units  Estimated Accuracy
 MP0098;SPC WY E     -    58,240.      117,020.      MT  (+/- 180 meters Scaled)
 MP0098
 MP0098                          SUPERSEDED SURVEY CONTROL
 MP0098
 MP0098  NGVD 29 (??/??/92) 2695.093  (m)         8842.15   (f) ADJ UNCH    1 2
 MP0098
 MP0098.Superseded values are not recommended for survey control.
 MP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0098.See file dsdata.txt to determine how the superseded data were derived.
 MP0098
 MP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF030416(NAD 83)
 MP0098_MARKER: DB = BENCH MARK DISK
 MP0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0098_STAMPING: H 102 1956
 MP0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0098+STABILITY: SURFACE MOTION
 MP0098
 MP0098  HISTORY     - Date     Condition        Report By
 MP0098  HISTORY     - 1956     MONUMENTED       CGS
 MP0098
 MP0098                          STATION DESCRIPTION
 MP0098
 MP0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0098'7.4 MI S FROM FOXPARK.
 MP0098'7.4 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0098'RAILROAD FROM THE STATION AT FOXPARK, 122 FEET SOUTH OF MILEPOST 62,
 MP0098'26.6 FEET WEST OF THE WEST RAIL, 4.2 FEET EAST OF A WITNESS POST, SET
 MP0098'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MP0098'GROUND, IN THE SOUTHEAST 1/4 OF SECTION 9, TOWNSHIP 12 NORTH, RANGE 78
 MP0098'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0116 ***********************************************************************
 MQ0116  DESIGNATION -  H 103
 MQ0116  PID         -  MQ0116
 MQ0116  STATE/COUNTY-  WY/SWEETWATER
 MQ0116  USGS QUAD   -  NORTH BAXTER (1978)
 MQ0116
 MQ0116                         *CURRENT SURVEY CONTROL
 MQ0116  ___________________________________________________________________
 MQ0116* NAD 83(1986)-  41 38 53.     (N)    109 00 05.     (W)     SCALED    
 MQ0116* NAVD 88     -      1945.011  (meters)    6381.26   (feet)  ADJUSTED  
 MQ0116  ___________________________________________________________________
 MQ0116  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 MQ0116  DYNAMIC HT  -        1943.414 (meters)    6376.02  (feet)  COMP
 MQ0116  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 MQ0116
 MQ0116  VERT ORDER  -  FIRST     CLASS II
 MQ0116
 MQ0116.The horizontal coordinates were scaled from a topographic map and have
 MQ0116.an estimated accuracy of +/- 6 seconds.
 MQ0116
 MQ0116.The orthometric height was determined by differential leveling
 MQ0116.and adjusted by the National Geodetic Survey in June 1991..
 MQ0116.WARNING-Repeat measurements at this control monument indicate possible
 MQ0116.vertical movement.
 MQ0116
 MQ0116.The geoid height was determined by GEOID03.
 MQ0116
 MQ0116.The dynamic height is computed by dividing the NAVD 88
 MQ0116.geopotential number by the normal gravity value computed on the
 MQ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0116.degrees latitude (g = 980.6199 gals.).
 MQ0116
 MQ0116.The modeled gravity was interpolated from observed gravity values.
 MQ0116
 MQ0116;                    North         East    Units  Estimated Accuracy
 MQ0116;SPC WYWC     -   127,520.      579,060.      MT  (+/- 180 meters Scaled)
 MQ0116
 MQ0116                          SUPERSEDED SURVEY CONTROL
 MQ0116
 MQ0116  NGVD 29 (06/08/92) 1943.755  (m)         6377.14   (f) ADJUSTED    1 2
 MQ0116
 MQ0116.Superseded values are not recommended for survey control.
 MQ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0116.See file dsdata.txt to determine how the superseded data were derived.
 MQ0116
 MQ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM664126(NAD 83)
 MQ0116_MARKER: DB = BENCH MARK DISK
 MQ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0116_STAMPING: H 103 1956
 MQ0116_MARK LOGO: CGS   
 MQ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0116+STABILITY: SURFACE MOTION
 MQ0116
 MQ0116  HISTORY     - Date     Condition        Report By
 MQ0116  HISTORY     - 1956     MONUMENTED       CGS
 MQ0116  HISTORY     - 1973     GOOD             NGS
 MQ0116  HISTORY     - 1983     GOOD             NGS
 MQ0116
 MQ0116                          STATION DESCRIPTION
 MQ0116
 MQ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0116'12.5 MI E FROM ROCK SPRINGS.
 MQ0116'12.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0116'ROCK SPRINGS, 0.9 MILE WEST OF THE STATION SIGN AT SALT WELLS, 0.5
 MQ0116'MILE WEST OF MILEPOST 789, 87 FEET NORTH OF THE NORTH RAIL OF THE
 MQ0116'NORTH TRACK, 41 FEET NORTHWEST OF A TELEPHONE POLE, 2.5 FEET NORTH OF
 MQ0116'A FENCE, 2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MQ0116'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF
 MQ0116'SECTION 2, TOWNSHIP 19 NORTH, RANGE 103 WEST.
 MQ0116
 MQ0116                          STATION RECOVERY (1973)
 MQ0116
 MQ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MQ0116'RECOVERED IN GOOD CONDITION.
 MQ0116
 MQ0116                          STATION RECOVERY (1983)
 MQ0116
 MQ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0794 ***********************************************************************
 NQ0794  DESIGNATION -  H 104 RESET
 NQ0794  PID         -  NQ0794
 NQ0794  STATE/COUNTY-  WY/NIOBRARA
 NQ0794  USGS QUAD   -  MC MASTER RESERVOIR (1974)
 NQ0794
 NQ0794                         *CURRENT SURVEY CONTROL
 NQ0794  ___________________________________________________________________
 NQ0794* NAD 83(1986)-  42 42 15.     (N)    104 14 55.     (W)     SCALED    
 NQ0794* NAVD 88     -      1493.07   (meters)    4898.5    (feet)  RESET     
 NQ0794  ___________________________________________________________________
 NQ0794  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 NQ0794
 NQ0794  VERT ORDER  -  THIRD
 NQ0794
 NQ0794.The horizontal coordinates were scaled from a topographic map and have
 NQ0794.an estimated accuracy of +/- 6 seconds.
 NQ0794
 NQ0794.The orthometric height was computed from unverified reset data.
 NQ0794
 NQ0794.The geoid height was determined by GEOID03.
 NQ0794
 NQ0794;                    North         East    Units  Estimated Accuracy
 NQ0794;SPC WY E     -   245,200.      275,210.      MT  (+/- 180 meters Scaled)
 NQ0794
 NQ0794                          SUPERSEDED SURVEY CONTROL
 NQ0794
 NQ0794  NGVD 29 (03/28/06) 1492.38   (m)         4896.2    (f) RESET       3  
 NQ0794
 NQ0794.Superseded values are not recommended for survey control.
 NQ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0794.See file dsdata.txt to determine how the superseded data were derived.
 NQ0794
 NQ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH615282(NAD 83)
 NQ0794_MARKER: DV = VERTICAL CONTROL DISK
 NQ0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0794_SP_SET: CONCRETE POST
 NQ0794_STAMPING: H 104 RESET 1980
 NQ0794_MARK LOGO: NGS   
 NQ0794_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0794+STABILITY: SURFACE MOTION
 NQ0794
 NQ0794  HISTORY     - Date     Condition        Report By
 NQ0794  HISTORY     - 1980     MONUMENTED       NGS
 NQ0794
 NQ0794                          STATION DESCRIPTION
 NQ0794
 NQ0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0794'8.6 MILES (13.8 KM) WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NQ0794'FROM THE STATION IN VAN TASSELL, ACROSS US HIGHWAY 20, SOUTH FROM
 NQ0794'RAILROAD AND MILE POST 480, 99 FEET (30.2 M) SOUTH OF CENTER HIGHWAY
 NQ0794'20, 5 INCHES NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 NQ0794'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0223 ***********************************************************************
 NQ0223  DESIGNATION -  H 105
 NQ0223  PID         -  NQ0223
 NQ0223  STATE/COUNTY-  WY/NIOBRARA
 NQ0223  USGS QUAD   -  KEELINE (1970)
 NQ0223
 NQ0223                         *CURRENT SURVEY CONTROL
 NQ0223  ___________________________________________________________________
 NQ0223* NAD 83(1986)-  42 45 36.     (N)    104 51 14.     (W)     SCALED    
 NQ0223* NAVD 88     -      1579.375  (meters)    5181.67   (feet)  ADJUSTED  
 NQ0223  ___________________________________________________________________
 NQ0223  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NQ0223  DYNAMIC HT  -        1578.435 (meters)    5178.58  (feet)  COMP
 NQ0223  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 NQ0223
 NQ0223  VERT ORDER  -  FIRST     CLASS II
 NQ0223
 NQ0223.The horizontal coordinates were scaled from a topographic map and have
 NQ0223.an estimated accuracy of +/- 6 seconds.
 NQ0223
 NQ0223.The orthometric height was determined by differential leveling
 NQ0223.and adjusted by the National Geodetic Survey in June 1991..
 NQ0223
 NQ0223.The geoid height was determined by GEOID03.
 NQ0223
 NQ0223.The dynamic height is computed by dividing the NAVD 88
 NQ0223.geopotential number by the normal gravity value computed on the
 NQ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0223.degrees latitude (g = 980.6199 gals.).
 NQ0223
 NQ0223.The modeled gravity was interpolated from observed gravity values.
 NQ0223
 NQ0223;                    North         East    Units  Estimated Accuracy
 NQ0223;SPC WY E     -   251,040.      225,600.      MT  (+/- 180 meters Scaled)
 NQ0223
 NQ0223                          SUPERSEDED SURVEY CONTROL
 NQ0223
 NQ0223  NGVD 29 (??/??/92) 1578.589  (m)         5179.09   (f) ADJ UNCH    1 2
 NQ0223
 NQ0223.Superseded values are not recommended for survey control.
 NQ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0223.See file dsdata.txt to determine how the superseded data were derived.
 NQ0223
 NQ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH119341(NAD 83)
 NQ0223_MARKER: DB = BENCH MARK DISK
 NQ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0223_STAMPING: H 105 1954
 NQ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0223+STABILITY: SURFACE MOTION
 NQ0223
 NQ0223  HISTORY     - Date     Condition        Report By
 NQ0223  HISTORY     - 1954     MONUMENTED       CGS
 NQ0223
 NQ0223                          STATION DESCRIPTION
 NQ0223
 NQ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0223'3.7 MI E FROM LOST SPRINGS.
 NQ0223'3.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0223'THE STATION AT LOST SPRINGS, 19 POLES EAST OF MILEPOST 513,
 NQ0223'124 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 NQ0223'SOUTH, 89 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20,
 NQ0223'59 FEET SOUTH OF THE SOUTH RAIL, 12 FEET SOUTH OF A TELEPHONE
 NQ0223'POLE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NQ0223'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  IN SECTION 11,
 NQ0223'TOWNSHIP 32 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0154 ***********************************************************************
 MO0154  DESIGNATION -  H 108
 MO0154  PID         -  MO0154
 MO0154  STATE/COUNTY-  WY/LARAMIE
 MO0154  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO0154
 MO0154                         *CURRENT SURVEY CONTROL
 MO0154  ___________________________________________________________________
 MO0154* NAD 83(1986)-  41 10 58.     (N)    104 58 37.     (W)     SCALED    
 MO0154* NAVD 88     -      1920.543  (meters)    6300.98   (feet)  ADJUSTED  
 MO0154  ___________________________________________________________________
 MO0154  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 MO0154  DYNAMIC HT  -        1918.828 (meters)    6295.35  (feet)  COMP
 MO0154  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 MO0154
 MO0154  VERT ORDER  -  FIRST     CLASS II
 MO0154
 MO0154.The horizontal coordinates were scaled from a topographic map and have
 MO0154.an estimated accuracy of +/- 6 seconds.
 MO0154
 MO0154.The orthometric height was determined by differential leveling
 MO0154.and adjusted by the National Geodetic Survey in June 1991..
 MO0154
 MO0154.The geoid height was determined by GEOID03.
 MO0154
 MO0154.The dynamic height is computed by dividing the NAVD 88
 MO0154.geopotential number by the normal gravity value computed on the
 MO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0154.degrees latitude (g = 980.6199 gals.).
 MO0154
 MO0154.The modeled gravity was interpolated from observed gravity values.
 MO0154
 MO0154;                    North         East    Units  Estimated Accuracy
 MO0154;SPC WY E     -    75,840.      215,920.      MT  (+/- 180 meters Scaled)
 MO0154
 MO0154                          SUPERSEDED SURVEY CONTROL
 MO0154
 MO0154  NGVD 29 (??/??/92) 1919.469  (m)         6297.46   (f) ADJ UNCH    1 2
 MO0154
 MO0154.Superseded values are not recommended for survey control.
 MO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0154.See file dsdata.txt to determine how the superseded data were derived.
 MO0154
 MO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF019590(NAD 83)
 MO0154_MARKER: DB = BENCH MARK DISK
 MO0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0154_STAMPING: H 108 1954
 MO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0154+STABILITY: SURFACE MOTION
 MO0154
 MO0154  HISTORY     - Date     Condition        Report By
 MO0154  HISTORY     - 1954     MONUMENTED       CGS
 MO0154
 MO0154                          STATION DESCRIPTION
 MO0154
 MO0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0154'9.8 MI NW FROM CHEYENNE.
 MO0154'0.6 MILE SOUTHWEST ALONG WEST 25TH STREET FROM THE STATE CAPITOL
 MO0154'BUILDING AT CHEYENNE, THENCE 9.15 MILES NORTHWEST ALONG THE COLORADO
 MO0154'AND SOUTHERN RAILROAD, 100 FEET NORTH OF THE NORTH CORNER OF
 MO0154'TRESTLE 127.98, 80.7 FEET NORTHWEST OF THE NORTHWEST RAIL, 42.8
 MO0154'FEET NORTH OF A TELEPHONE POLE, 14 FEET SOUTHEAST OF A FENCE, 3
 MO0154'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0154'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0499 ***********************************************************************
 MO0499  DESIGNATION -  H 109
 MO0499  PID         -  MO0499
 MO0499  STATE/COUNTY-  WY/LARAMIE
 MO0499  USGS QUAD   -  HORSE CREEK (1962)
 MO0499
 MO0499                         *CURRENT SURVEY CONTROL
 MO0499  ___________________________________________________________________
 MO0499* NAD 83(1986)-  41 28 02.     (N)    105 12 30.     (W)     SCALED    
 MO0499* NAVD 88     -      2038.887  (meters)    6689.25   (feet)  ADJUSTED  
 MO0499  ___________________________________________________________________
 MO0499  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 MO0499  DYNAMIC HT  -        2037.162 (meters)    6683.59  (feet)  COMP
 MO0499  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 MO0499
 MO0499  VERT ORDER  -  FIRST     CLASS II
 MO0499
 MO0499.The horizontal coordinates were scaled from a topographic map and have
 MO0499.an estimated accuracy of +/- 6 seconds.
 MO0499
 MO0499.The orthometric height was determined by differential leveling
 MO0499.and adjusted by the National Geodetic Survey in June 1991..
 MO0499
 MO0499.The geoid height was determined by GEOID03.
 MO0499
 MO0499.The dynamic height is computed by dividing the NAVD 88
 MO0499.geopotential number by the normal gravity value computed on the
 MO0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0499.degrees latitude (g = 980.6199 gals.).
 MO0499
 MO0499.The modeled gravity was interpolated from observed gravity values.
 MO0499
 MO0499;                    North         East    Units  Estimated Accuracy
 MO0499;SPC WY E     -   107,410.      196,520.      MT  (+/- 180 meters Scaled)
 MO0499
 MO0499                          SUPERSEDED SURVEY CONTROL
 MO0499
 MO0499  NGVD 29 (??/??/92) 2037.855  (m)         6685.86   (f) ADJ UNCH    1 2
 MO0499
 MO0499.Superseded values are not recommended for survey control.
 MO0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0499.See file dsdata.txt to determine how the superseded data were derived.
 MO0499
 MO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF826906(NAD 83)
 MO0499_MARKER: DB = BENCH MARK DISK
 MO0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0499_SP_SET: CULVERT
 MO0499_STAMPING: H 109 1954
 MO0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0499
 MO0499  HISTORY     - Date     Condition        Report By
 MO0499  HISTORY     - 1954     MONUMENTED       CGS
 MO0499
 MO0499                          STATION DESCRIPTION
 MO0499
 MO0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0499'4 MI NW FROM HORSE CREEK.
 MO0499'4.05 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0499'FROM THE STATION AT HORSE CREEK, 0.1 MILE EAST OF A ROUND
 MO0499'CONCRETE TELEPHONE BOOTH, 10 FEET SOUTH OF THE SOUTH RAIL, SET
 MO0499'IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE
 MO0499'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0018 ***********************************************************************
 PY0018  DESIGNATION -  H 11
 PY0018  PID         -  PY0018
 PY0018  STATE/COUNTY-  WY/PARK
 PY0018  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0018
 PY0018                         *CURRENT SURVEY CONTROL
 PY0018  ___________________________________________________________________
 PY0018* NAD 83(1986)-  44 41 00.     (N)    110 29 37.     (W)     SCALED    
 PY0018* NAVD 88     -      2344.746  (meters)    7692.72   (feet)  POSTED    
 PY0018  ___________________________________________________________________
 PY0018  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 PY0018  DYNAMIC HT  -        2343.220 (meters)    7687.71  (feet)  COMP
 PY0018  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 PY0018
 PY0018  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PY0018
 PY0018.The horizontal coordinates were scaled from a topographic map and have
 PY0018.an estimated accuracy of +/- 6 seconds.
 PY0018
 PY0018.The orthometric height was determined by differential leveling
 PY0018.and adjusted by the National Geodetic Survey in 1992..
 PY0018.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PY0018.rate greater than 8.0 mm/km.
 PY0018
 PY0018.The geoid height was determined by GEOID03.
 PY0018
 PY0018.The dynamic height is computed by dividing the NAVD 88
 PY0018.geopotential number by the normal gravity value computed on the
 PY0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0018.degrees latitude (g = 980.6199 gals.).
 PY0018
 PY0018.The modeled gravity was interpolated from observed gravity values.
 PY0018
 PY0018;                    North         East    Units  Estimated Accuracy
 PY0018;SPC WYWC     -   466,160.      461,780.      MT  (+/- 180 meters Scaled)
 PY0018
 PY0018                          SUPERSEDED SURVEY CONTROL
 PY0018
 PY0018  NGVD 29 (??/??/92) 2342.961  (m)         7686.86   (f) ADJ UNCH    2 0
 PY0018
 PY0018.Superseded values are not recommended for survey control.
 PY0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0018.See file dsdata.txt to determine how the superseded data were derived.
 PY0018
 PY0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ401478(NAD 83)
 PY0018_MARKER: DB = BENCH MARK DISK
 PY0018_SETTING: 80 = SET IN A BOULDER
 PY0018_STAMPING: H 11 1923
 PY0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0018+STABILITY: SURFACE MOTION
 PY0018
 PY0018  HISTORY     - Date     Condition        Report By
 PY0018  HISTORY     - 1923     MONUMENTED       CGS
 PY0018  HISTORY     - 1958     MARK NOT FOUND   USGS
 PY0018
 PY0018                          STATION DESCRIPTION
 PY0018
 PY0018'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0018'2.8 MI S FROM CANYON JUNCTION.
 PY0018'2.8 MILES SOUTH ALONG THE CANYON JUNCTION-LAKE JUNCTION ROAD FROM
 PY0018'CANYON JUNCTION, YELLOWSTONE NATIONAL PARK, 3/4 MILE SOUTH OF THE
 PY0018'SECOND MILEPOST FROM CANYON JUNCTION, 10 FEET WEST OF THE CENTERLINE
 PY0018'OF THE ROAD, 3 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A LARGE
 PY0018'BOULDER.  A STANDARD DISK, STAMPED H 11 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0289 ***********************************************************************
 MO0289  DESIGNATION -  H 110
 MO0289  PID         -  MO0289
 MO0289  STATE/COUNTY-  WY/PLATTE
 MO0289  USGS QUAD   -  WHITCOMB HILL (1990)
 MO0289
 MO0289                         *CURRENT SURVEY CONTROL
 MO0289  ___________________________________________________________________
 MO0289* NAD 83(1986)-  41 43 50.     (N)    104 52 54.     (W)     SCALED    
 MO0289* NAVD 88     -      1647.293  (meters)    5404.49   (feet)  ADJUSTED  
 MO0289  ___________________________________________________________________
 MO0289  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MO0289  DYNAMIC HT  -        1646.051 (meters)    5400.42  (feet)  COMP
 MO0289  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 MO0289
 MO0289  VERT ORDER  -  FIRST     CLASS II
 MO0289
 MO0289.The horizontal coordinates were scaled from a topographic map and have
 MO0289.an estimated accuracy of +/- 6 seconds.
 MO0289
 MO0289.The orthometric height was determined by differential leveling
 MO0289.and adjusted by the National Geodetic Survey in June 1991..
 MO0289
 MO0289.The geoid height was determined by GEOID03.
 MO0289
 MO0289.The dynamic height is computed by dividing the NAVD 88
 MO0289.geopotential number by the normal gravity value computed on the
 MO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0289.degrees latitude (g = 980.6199 gals.).
 MO0289
 MO0289.The modeled gravity was interpolated from observed gravity values.
 MO0289
 MO0289;                    North         East    Units  Estimated Accuracy
 MO0289;SPC WY E     -   136,690.      223,710.      MT  (+/- 180 meters Scaled)
 MO0289
 MO0289                          SUPERSEDED SURVEY CONTROL
 MO0289
 MO0289  NGVD 29 (??/??/92) 1646.375  (m)         5401.48   (f) ADJ UNCH    1 2
 MO0289
 MO0289.Superseded values are not recommended for survey control.
 MO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0289.See file dsdata.txt to determine how the superseded data were derived.
 MO0289
 MO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG098198(NAD 83)
 MO0289_MARKER: DB = BENCH MARK DISK
 MO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0289_STAMPING: H 110 1954
 MO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0289+STABILITY: SURFACE MOTION
 MO0289
 MO0289  HISTORY     - Date     Condition        Report By
 MO0289  HISTORY     - 1954     MONUMENTED       CGS
 MO0289
 MO0289                          STATION DESCRIPTION
 MO0289
 MO0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0289'3.8 MI SW FROM CHUGWATER.
 MO0289'3.8 MILES SOUTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0289'FROM THE STATION AT CHUGWATER, 100 FEET SOUTHEAST OF THE
 MO0289'SOUTHEAST RAIL, 91 FEET SOUTHEAST OF MILEPOST 185, 3 FEET
 MO0289'SOUTHEAST OF A FENCE, 2.7 FEET SOUTHWEST OF A WITNESS POST, SET
 MO0289'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 MO0289'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0168 ***********************************************************************
 NQ0168  DESIGNATION -  H 111
 NQ0168  PID         -  NQ0168
 NQ0168  STATE/COUNTY-  WY/PLATTE
 NQ0168  USGS QUAD   -  WHEATLAND (1990)
 NQ0168
 NQ0168                         *CURRENT SURVEY CONTROL
 NQ0168  ___________________________________________________________________
 NQ0168* NAD 83(1986)-  42 00 54.     (N)    104 57 29.     (W)     SCALED    
 NQ0168* NAVD 88     -      1473.728  (meters)    4835.06   (feet)  ADJUSTED  
 NQ0168  ___________________________________________________________________
 NQ0168  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0168  DYNAMIC HT  -        1472.750 (meters)    4831.85  (feet)  COMP
 NQ0168  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 NQ0168
 NQ0168  VERT ORDER  -  FIRST     CLASS II
 NQ0168
 NQ0168.The horizontal coordinates were scaled from a topographic map and have
 NQ0168.an estimated accuracy of +/- 6 seconds.
 NQ0168
 NQ0168.The orthometric height was determined by differential leveling
 NQ0168.and adjusted by the National Geodetic Survey in June 1991..
 NQ0168
 NQ0168.The geoid height was determined by GEOID03.
 NQ0168
 NQ0168.The dynamic height is computed by dividing the NAVD 88
 NQ0168.geopotential number by the normal gravity value computed on the
 NQ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0168.degrees latitude (g = 980.6199 gals.).
 NQ0168
 NQ0168.The modeled gravity was interpolated from observed gravity values.
 NQ0168
 NQ0168;                    North         East    Units  Estimated Accuracy
 NQ0168;SPC WY E     -   168,270.      217,280.      MT  (+/- 180 meters Scaled)
 NQ0168
 NQ0168                          SUPERSEDED SURVEY CONTROL
 NQ0168
 NQ0168  NGVD 29 (??/??/92) 1472.908  (m)         4832.37   (f) ADJ UNCH    1 2
 NQ0168
 NQ0168.Superseded values are not recommended for survey control.
 NQ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0168.See file dsdata.txt to determine how the superseded data were derived.
 NQ0168
 NQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG034514(NAD 83)
 NQ0168_MARKER: DB = BENCH MARK DISK
 NQ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0168_STAMPING: H 111 1954
 NQ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0168+STABILITY: SURFACE MOTION
 NQ0168
 NQ0168  HISTORY     - Date     Condition        Report By
 NQ0168  HISTORY     - 1954     MONUMENTED       CGS
 NQ0168  HISTORY     - 1956     GOOD             NGS
 NQ0168
 NQ0168                          STATION DESCRIPTION
 NQ0168
 NQ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0168'2.6 MI S FROM WHEATLAND.
 NQ0168'2.6 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 NQ0168'THE STATION AT WHEATLAND, 0.3 MILE NORTHWEST OF MILEPOST 211,
 NQ0168'99.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 73.4 FEET
 NQ0168'EAST OF THE EAST RAIL OF A SPUR TRACK LEADING SOUTHWEST, 3 FEET
 NQ0168'NORTH OF A WITNESS POST, 10 FEET BELOW THE TOP OF THE RAILS,
 NQ0168'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 NQ0168'THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 36, TOWNSHIP 24
 NQ0168'NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0259 ***********************************************************************
 NQ0259  DESIGNATION -  H 112
 NQ0259  PID         -  NQ0259
 NQ0259  STATE/COUNTY-  WY/CONVERSE
 NQ0259  USGS QUAD   -  ORIN (1949)
 NQ0259
 NQ0259                         *CURRENT SURVEY CONTROL
 NQ0259  ___________________________________________________________________
 NQ0259* NAD 83(1986)-  42 39 27.     (N)    105 10 52.     (W)     SCALED    
 NQ0259* NAVD 88     -      1430.640  (meters)    4693.69   (feet)  ADJUSTED  
 NQ0259  ___________________________________________________________________
 NQ0259  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 NQ0259  DYNAMIC HT  -        1429.769 (meters)    4690.83  (feet)  COMP
 NQ0259  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 NQ0259
 NQ0259  VERT ORDER  -  FIRST     CLASS II
 NQ0259
 NQ0259.The horizontal coordinates were scaled from a topographic map and have
 NQ0259.an estimated accuracy of +/- 6 seconds.
 NQ0259
 NQ0259.The orthometric height was determined by differential leveling
 NQ0259.and adjusted by the National Geodetic Survey in June 1991..
 NQ0259
 NQ0259.The geoid height was determined by GEOID03.
 NQ0259
 NQ0259.The dynamic height is computed by dividing the NAVD 88
 NQ0259.geopotential number by the normal gravity value computed on the
 NQ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0259.degrees latitude (g = 980.6199 gals.).
 NQ0259
 NQ0259.The modeled gravity was interpolated from observed gravity values.
 NQ0259
 NQ0259;                    North         East    Units  Estimated Accuracy
 NQ0259;SPC WY E     -   239,610.      198,820.      MT  (+/- 180 meters Scaled)
 NQ0259
 NQ0259                          SUPERSEDED SURVEY CONTROL
 NQ0259
 NQ0259  NGVD 29 (??/??/92) 1429.826  (m)         4691.02   (f) ADJ UNCH    1 2
 NQ0259
 NQ0259.Superseded values are not recommended for survey control.
 NQ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0259.See file dsdata.txt to determine how the superseded data were derived.
 NQ0259
 NQ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH851227(NAD 83)
 NQ0259_MARKER: DB = BENCH MARK DISK
 NQ0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0259_SP_SET: CULVERT
 NQ0259_STAMPING: H 112 1956
 NQ0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0259
 NQ0259  HISTORY     - Date     Condition        Report By
 NQ0259  HISTORY     - 1956     MONUMENTED       CGS
 NQ0259
 NQ0259                          STATION DESCRIPTION
 NQ0259
 NQ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0259'0.6 MI NE FROM ORIN.
 NQ0259'0.65 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0259'FROM THE STATION AT ORIN, 8.5 FEET NORTHWEST OF THE NORTHWEST
 NQ0259'RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 NQ0259'NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT,
 NQ0259'IN THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 31 NORTH, RANGE
 NQ0259'69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0111 ***********************************************************************
 NQ0111  DESIGNATION -  H 113
 NQ0111  PID         -  NQ0111
 NQ0111  STATE/COUNTY-  WY/PLATTE
 NQ0111  USGS QUAD   -  CASSA (1990)
 NQ0111
 NQ0111                         *CURRENT SURVEY CONTROL
 NQ0111  ___________________________________________________________________
 NQ0111* NAD 83(1986)-  42 24 09.     (N)    104 56 49.     (W)     SCALED    
 NQ0111* NAVD 88     -      1371.836  (meters)    4500.77   (feet)  ADJUSTED  
 NQ0111  ___________________________________________________________________
 NQ0111  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 NQ0111  DYNAMIC HT  -        1371.012 (meters)    4498.06  (feet)  COMP
 NQ0111  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 NQ0111
 NQ0111  VERT ORDER  -  FIRST     CLASS II
 NQ0111
 NQ0111.The horizontal coordinates were scaled from a topographic map and have
 NQ0111.an estimated accuracy of +/- 6 seconds.
 NQ0111
 NQ0111.The orthometric height was determined by differential leveling
 NQ0111.and adjusted by the National Geodetic Survey in June 1991..
 NQ0111
 NQ0111.The geoid height was determined by GEOID03.
 NQ0111
 NQ0111.The dynamic height is computed by dividing the NAVD 88
 NQ0111.geopotential number by the normal gravity value computed on the
 NQ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0111.degrees latitude (g = 980.6199 gals.).
 NQ0111
 NQ0111.The modeled gravity was interpolated from observed gravity values.
 NQ0111
 NQ0111;                    North         East    Units  Estimated Accuracy
 NQ0111;SPC WY E     -   211,310.      218,090.      MT  (+/- 180 meters Scaled)
 NQ0111
 NQ0111                          SUPERSEDED SURVEY CONTROL
 NQ0111
 NQ0111  NGVD 29 (??/??/92) 1371.066  (m)         4498.24   (f) ADJ UNCH    1 2
 NQ0111
 NQ0111.Superseded values are not recommended for survey control.
 NQ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0111.See file dsdata.txt to determine how the superseded data were derived.
 NQ0111
 NQ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG043944(NAD 83)
 NQ0111_MARKER: DB = BENCH MARK DISK
 NQ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0111_SP_SET: CONCRETE POST
 NQ0111_STAMPING: H 113 1956
 NQ0111_MARK LOGO: CGS   
 NQ0111_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0111+STABILITY: SURFACE MOTION
 NQ0111
 NQ0111  HISTORY     - Date     Condition        Report By
 NQ0111  HISTORY     - 1956     MONUMENTED       CGS
 NQ0111  HISTORY     - 19790404 MARK NOT FOUND   LOCENG
 NQ0111
 NQ0111                          STATION DESCRIPTION
 NQ0111
 NQ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0111'9.4 MI SE FROM GLENDO.
 NQ0111'9.35 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0111'RAILROAD FROM THE STATION AT GLENDO, 8 1/2 RAILS SOUTHEAST OF A
 NQ0111'ROAD CROSSING, ACROSS THE TRACK FROM A BRICK HOUSE, 62 FEET
 NQ0111'SOUTHWEST OF THE SOUTHWEST RAIL, 35.3 FEET NORTHEAST OF A FENCE,
 NQ0111'8.2 FEET SOUTHWEST OF A POWER POLE, IN LINE WITH A ROW OF POWER
 NQ0111'POLES, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 NQ0111'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN
 NQ0111'SECTION 18, TOWNSHIP 28 NORTH, RANGE 67 WEST.
 NQ0111
 NQ0111                          STATION RECOVERY (1979)
 NQ0111
 NQ0111'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 NQ0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0800 ***********************************************************************
 NQ0800  DESIGNATION -  H 113 RESET
 NQ0800  PID         -  NQ0800
 NQ0800  STATE/COUNTY-  WY/PLATTE
 NQ0800  USGS QUAD   -  CASSA (1990)
 NQ0800
 NQ0800                         *CURRENT SURVEY CONTROL
 NQ0800  ___________________________________________________________________
 NQ0800* NAD 83(1986)-  42 24 08.     (N)    104 56 50.     (W)     SCALED    
 NQ0800* NAVD 88     -      1371.74   (meters)    4500.5    (feet)  RESET     
 NQ0800  ___________________________________________________________________
 NQ0800  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 NQ0800
 NQ0800  VERT ORDER  -  THIRD
 NQ0800
 NQ0800.The horizontal coordinates were scaled from a topographic map and have
 NQ0800.an estimated accuracy of +/- 6 seconds.
 NQ0800
 NQ0800.The orthometric height was computed from unverified reset data.
 NQ0800
 NQ0800.The geoid height was determined by GEOID03.
 NQ0800
 NQ0800;                    North         East    Units  Estimated Accuracy
 NQ0800;SPC WY E     -   211,280.      218,070.      MT  (+/- 180 meters Scaled)
 NQ0800
 NQ0800                          SUPERSEDED SURVEY CONTROL
 NQ0800
 NQ0800  NGVD 29 (03/28/06) 1370.97   (m)         4497.9    (f) RESET       3  
 NQ0800
 NQ0800.Superseded values are not recommended for survey control.
 NQ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0800.See file dsdata.txt to determine how the superseded data were derived.
 NQ0800
 NQ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG043944(NAD 83)
 NQ0800_MARKER: DV = VERTICAL CONTROL DISK
 NQ0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0800_SP_SET: CONCRETE POST
 NQ0800_STAMPING: H 113 RESET 1979
 NQ0800_MARK LOGO: NGS   
 NQ0800_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0800+STABILITY: SURFACE MOTION
 NQ0800
 NQ0800  HISTORY     - Date     Condition        Report By
 NQ0800  HISTORY     - 1979     MONUMENTED       LOCENG
 NQ0800  HISTORY     - 20000607 GOOD             USGS
 NQ0800
 NQ0800                          STATION DESCRIPTION
 NQ0800
 NQ0800'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 NQ0800'0.35 MILES (0.56 KM) SOUTHEAST ALONG THE BURLINGTON NORTHERN RAILROAD
 NQ0800'FROM THE STATION IN GLENDO, 3 1/2 RAILS SOUTHEAST OF A ROAD CROSSING,
 NQ0800'109.0 FEET (33.2 M) SOUTHWEST OF THE SOUTHWEST RAIL, 11.6 FEET (3.5
 NQ0800'M) SOUTHWEST OF A FENCE, 10.4 FEET (3.2 M) SOUTHWEST OF A POWER POLE,
 NQ0800'IN LINE WITH A ROW OF POWER POLES, IN SECTION 18, TOWNSHIP 28 NORTH,
 NQ0800'RANGE 67 WEST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 NQ0800'GROUND.
 NQ0800
 NQ0800                          STATION RECOVERY (2000)
 NQ0800
 NQ0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0800'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0089 ***********************************************************************
 MQ0089  DESIGNATION -  H 114
 MQ0089  PID         -  MQ0089
 MQ0089  STATE/COUNTY-  WY/SWEETWATER
 MQ0089  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0089
 MQ0089                         *CURRENT SURVEY CONTROL
 MQ0089  ___________________________________________________________________
 MQ0089* NAD 83(1986)-  41 34 40.     (N)    108 42 10.     (W)     SCALED    
 MQ0089* NAVD 88     -      2010.700  (meters)    6596.77   (feet)  ADJUSTED  
 MQ0089  ___________________________________________________________________
 MQ0089  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MQ0089  DYNAMIC HT  -        2008.977 (meters)    6591.12  (feet)  COMP
 MQ0089  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 MQ0089
 MQ0089  VERT ORDER  -  FIRST     CLASS II
 MQ0089
 MQ0089.The horizontal coordinates were scaled from a topographic map and have
 MQ0089.an estimated accuracy of +/- 6 seconds.
 MQ0089
 MQ0089.The orthometric height was determined by differential leveling
 MQ0089.and adjusted by the National Geodetic Survey in June 1991..
 MQ0089
 MQ0089.The geoid height was determined by GEOID03.
 MQ0089
 MQ0089.The dynamic height is computed by dividing the NAVD 88
 MQ0089.geopotential number by the normal gravity value computed on the
 MQ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0089.degrees latitude (g = 980.6199 gals.).
 MQ0089
 MQ0089.The modeled gravity was interpolated from observed gravity values.
 MQ0089
 MQ0089;                    North         East    Units  Estimated Accuracy
 MQ0089;SPC WYWC     -   119,690.      603,940.      MT  (+/- 180 meters Scaled)
 MQ0089
 MQ0089                          SUPERSEDED SURVEY CONTROL
 MQ0089
 MQ0089  NGVD 29 (??/??/92) 2009.365  (m)         6592.39   (f) ADJ UNCH    1 2
 MQ0089
 MQ0089.Superseded values are not recommended for survey control.
 MQ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0089.See file dsdata.txt to determine how the superseded data were derived.
 MQ0089
 MQ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM915054(NAD 83)
 MQ0089_MARKER: DB = BENCH MARK DISK
 MQ0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0089_SP_SET: ABUTMENT
 MQ0089_STAMPING: H 114 1956
 MQ0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0089
 MQ0089  HISTORY     - Date     Condition        Report By
 MQ0089  HISTORY     - 1956     MONUMENTED       CGS
 MQ0089  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0089
 MQ0089                          STATION DESCRIPTION
 MQ0089
 MQ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0089'9.1 MI SE FROM POINT OF ROCKS.
 MQ0089'9.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0089'SIGN AT POINT OF ROCKS, 1 POLE NORTH OF MILEPOST 768, 6.3 FEET WEST OF
 MQ0089'THE WEST RAIL OF THE WEST TRACK, 1.5 FEET BELOW THE TOP OF THE RAILS,
 MQ0089'SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF A BRIDGE, IN
 MQ0089'SECTION 32, TOWNSHIP 19 NORTH, RANGE 100 WEST.
 MQ0089
 MQ0089                          STATION RECOVERY (1983)
 MQ0089
 MQ0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0089'THE DISK HAS BEEN REMOVED BUT THE STEM IS STILL IN PLACE IN THE
 MQ0089'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0022 ***********************************************************************
 MQ0022  DESIGNATION -  H 115
 MQ0022  PID         -  MQ0022
 MQ0022  STATE/COUNTY-  WY/SWEETWATER
 MQ0022  USGS QUAD   -  J O DUGWAY (1970)
 MQ0022
 MQ0022                         *CURRENT SURVEY CONTROL
 MQ0022  ___________________________________________________________________
 MQ0022* NAD 83(1986)-  41 37 17.     (N)    108 21 21.     (W)     SCALED    
 MQ0022* NAVD 88     -      2094.864  (meters)    6872.90   (feet)  ADJUSTED  
 MQ0022  ___________________________________________________________________
 MQ0022  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 MQ0022  DYNAMIC HT  -        2093.006 (meters)    6866.80  (feet)  COMP
 MQ0022  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 MQ0022
 MQ0022  VERT ORDER  -  FIRST     CLASS II
 MQ0022
 MQ0022.The horizontal coordinates were scaled from a topographic map and have
 MQ0022.an estimated accuracy of +/- 6 seconds.
 MQ0022
 MQ0022.The orthometric height was determined by differential leveling
 MQ0022.and adjusted by the National Geodetic Survey in June 1991..
 MQ0022
 MQ0022.The geoid height was determined by GEOID03.
 MQ0022
 MQ0022.The dynamic height is computed by dividing the NAVD 88
 MQ0022.geopotential number by the normal gravity value computed on the
 MQ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0022.degrees latitude (g = 980.6199 gals.).
 MQ0022
 MQ0022.The modeled gravity was interpolated from observed gravity values.
 MQ0022
 MQ0022;                    North         East    Units  Estimated Accuracy
 MQ0022;SPC WYWC     -   124,600.      632,850.      MT  (+/- 180 meters Scaled)
 MQ0022
 MQ0022                          SUPERSEDED SURVEY CONTROL
 MQ0022
 MQ0022  NGVD 29 (06/08/92) 2093.586  (m)         6868.71   (f) ADJUSTED    1 2
 MQ0022
 MQ0022.Superseded values are not recommended for survey control.
 MQ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0022.See file dsdata.txt to determine how the superseded data were derived.
 MQ0022
 MQ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM202111(NAD 83)
 MQ0022_MARKER: DB = BENCH MARK DISK
 MQ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0022_STAMPING: H 115 1956
 MQ0022_MARK LOGO: CGS   
 MQ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0022+STABILITY: SURFACE MOTION
 MQ0022
 MQ0022  HISTORY     - Date     Condition        Report By
 MQ0022  HISTORY     - 1956     MONUMENTED       CGS
 MQ0022  HISTORY     - 1983     GOOD             NGS
 MQ0022
 MQ0022                          STATION DESCRIPTION
 MQ0022
 MQ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0022'1.7 MI E FROM TABLE ROCK.
 MQ0022'1.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0022'TABLE ROCK, ACROSS THE TRACK FROM MILEPOST 745, 43 FEET NORTH OF THE
 MQ0022'NORTH RAIL OF THE NORTH TRACK, 4.4 FEET SOUTH OF A FENCE, 2.5 FEET
 MQ0022'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MQ0022'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 17, TOWNSHIP 19 NORTH,
 MQ0022'RANGE 97 WEST.
 MQ0022
 MQ0022                          STATION RECOVERY (1983)
 MQ0022
 MQ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0268 ***********************************************************************
 MP0268  DESIGNATION -  H 116
 MP0268  PID         -  MP0268
 MP0268  STATE/COUNTY-  WY/CARBON
 MP0268  USGS QUAD   -  SEPARATION PEAK (1983)
 MP0268
 MP0268                         *CURRENT SURVEY CONTROL
 MP0268  ___________________________________________________________________
 MP0268* NAD 83(1986)-  41 44 58.     (N)    107 28 59.     (W)     SCALED    
 MP0268* NAVD 88     -      2041.692  (meters)    6698.45   (feet)  POSTED    
 MP0268  ___________________________________________________________________
 MP0268  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 MP0268  DYNAMIC HT  -        2039.900 (meters)    6692.57  (feet)  COMP
 MP0268  MODELED GRAV-     979,672.7   (mgal)                       NAVD 88
 MP0268
 MP0268  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MP0268
 MP0268.The horizontal coordinates were scaled from a topographic map and have
 MP0268.an estimated accuracy of +/- 6 seconds.
 MP0268
 MP0268.The orthometric height was determined by differential leveling
 MP0268.and adjusted by the National Geodetic Survey in 1992..
 MP0268.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MP0268.rate of 2.1 thru 3.0 mm/km.
 MP0268
 MP0268.The geoid height was determined by GEOID03.
 MP0268
 MP0268.The dynamic height is computed by dividing the NAVD 88
 MP0268.geopotential number by the normal gravity value computed on the
 MP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0268.degrees latitude (g = 980.6199 gals.).
 MP0268
 MP0268.The modeled gravity was interpolated from observed gravity values.
 MP0268
 MP0268;                    North         East    Units  Estimated Accuracy
 MP0268;SPC WYEC     -   238,760.      387,550.      MT  (+/- 180 meters Scaled)
 MP0268
 MP0268                          SUPERSEDED SURVEY CONTROL
 MP0268
 MP0268  NGVD 29 (??/??/92) 2040.413  (m)         6694.26   (f) ADJ UNCH    1 2
 MP0268
 MP0268.Superseded values are not recommended for survey control.
 MP0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0268.See file dsdata.txt to determine how the superseded data were derived.
 MP0268
 MP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG935249(NAD 83)
 MP0268_MARKER: DB = BENCH MARK DISK
 MP0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0268_SP_SET: RETAINING WALL
 MP0268_STAMPING: H 116 1956
 MP0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0268
 MP0268  HISTORY     - Date     Condition        Report By
 MP0268  HISTORY     - 1956     MONUMENTED       CGS
 MP0268  HISTORY     - 1978     MARK NOT FOUND   USGS
 MP0268  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0268
 MP0268                          STATION DESCRIPTION
 MP0268
 MP0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0268'13.7 MI W FROM RAWLINS.
 MP0268'13.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0268'RAWLINS, 43 FEET EAST OF THE CENTER OF A ROAD CROSSING, 50 FEET
 MP0268'NORTHWEST OF THE NORTHWEST CORNER OF THE SECTION FOREMANS HOUSE AT
 MP0268'DALEYS RANCH, 6.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN LINE
 MP0268'TRACK, 2 FEET BELOW THE TOP OF THE RAILS, ON THE NORTH SIDE OF AN
 MP0268'UNDERGROUND WATER TANK, SET IN THE TOP OF THE EAST END OF A CONCRETE
 MP0268'RETAINING WALL, 1.0 MILE EAST OF BENCH MARK J 116, IN SECTION 32,
 MP0268'TOWNSHIP 21 NORTH, RANGE 89 WEST.
 MP0268
 MP0268                          STATION RECOVERY (1978)
 MP0268
 MP0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MP0268'MARK NOT FOUND.
 MP0268
 MP0268                          STATION RECOVERY (1983)
 MP0268
 MP0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0380 ***********************************************************************
 MP0380  DESIGNATION -  H 117
 MP0380  PID         -  MP0380
 MP0380  STATE/COUNTY-  WY/SWEETWATER
 MP0380  USGS QUAD   -  CRESTON (1981)
 MP0380
 MP0380                         *CURRENT SURVEY CONTROL
 MP0380  ___________________________________________________________________
 MP0380* NAD 83(1986)-  41 42 14.     (N)    107 51 32.     (W)     SCALED    
 MP0380* NAVD 88     -      2101.519  (meters)    6894.73   (feet)  ADJUSTED  
 MP0380  ___________________________________________________________________
 MP0380  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 MP0380  DYNAMIC HT  -        2099.645 (meters)    6888.59  (feet)  COMP
 MP0380  MODELED GRAV-     979,655.9   (mgal)                       NAVD 88
 MP0380
 MP0380  VERT ORDER  -  FIRST     CLASS II
 MP0380
 MP0380.The horizontal coordinates were scaled from a topographic map and have
 MP0380.an estimated accuracy of +/- 6 seconds.
 MP0380
 MP0380.The orthometric height was determined by differential leveling
 MP0380.and adjusted by the National Geodetic Survey in June 1991..
 MP0380
 MP0380.The geoid height was determined by GEOID03.
 MP0380
 MP0380.The dynamic height is computed by dividing the NAVD 88
 MP0380.geopotential number by the normal gravity value computed on the
 MP0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0380.degrees latitude (g = 980.6199 gals.).
 MP0380
 MP0380.The modeled gravity was interpolated from observed gravity values.
 MP0380
 MP0380;                    North         East    Units  Estimated Accuracy
 MP0380;SPC WYWC     -   134,070.      674,170.      MT  (+/- 180 meters Scaled)
 MP0380
 MP0380                          SUPERSEDED SURVEY CONTROL
 MP0380
 MP0380  NGVD 29 (06/08/92) 2100.263  (m)         6890.61   (f) ADJUSTED    1 2
 MP0380
 MP0380.Superseded values are not recommended for survey control.
 MP0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0380.See file dsdata.txt to determine how the superseded data were derived.
 MP0380
 MP0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG621208(NAD 83)
 MP0380_MARKER: DB = BENCH MARK DISK
 MP0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0380_STAMPING: H 117 1956
 MP0380_MARK LOGO: CGS   
 MP0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0380+STABILITY: SURFACE MOTION
 MP0380
 MP0380  HISTORY     - Date     Condition        Report By
 MP0380  HISTORY     - 1956     MONUMENTED       CGS
 MP0380  HISTORY     - 1983     GOOD             NGS
 MP0380
 MP0380                          STATION DESCRIPTION
 MP0380
 MP0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0380'5.8 MI W FROM CRESTON.
 MP0380'5.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MP0380'AT CRESTON, 134 FEET EAST OF SEMAPHORE 717.7, 12 1/2 POLES EAST OF
 MP0380'MILEPOST 718, 44.5 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 4
 MP0380'FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, 1.2 MILES EAST
 MP0380'OF BENCH MARK J 117, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MP0380'0.4 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 15,
 MP0380'TOWNSHIP 20 NORTH, RANGE 93 WEST.
 MP0380
 MP0380                          STATION RECOVERY (1983)
 MP0380
 MP0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0163 ***********************************************************************
 NQ0163  DESIGNATION -  H 119
 NQ0163  PID         -  NQ0163
 NQ0163  STATE/COUNTY-  WY/PLATTE
 NQ0163  USGS QUAD   -  WHEATLAND (1990)
 NQ0163
 NQ0163                         *CURRENT SURVEY CONTROL
 NQ0163  ___________________________________________________________________
 NQ0163* NAD 83(1986)-  42 03 08.     (N)    104 56 16.     (W)     SCALED    
 NQ0163* NAVD 88     -      1458.268  (meters)    4784.33   (feet)  ADJUSTED  
 NQ0163  ___________________________________________________________________
 NQ0163  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 NQ0163  DYNAMIC HT  -        1457.314 (meters)    4781.20  (feet)  COMP
 NQ0163  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 NQ0163
 NQ0163  VERT ORDER  -  FIRST     CLASS II
 NQ0163
 NQ0163.The horizontal coordinates were scaled from a topographic map and have
 NQ0163.an estimated accuracy of +/- 6 seconds.
 NQ0163
 NQ0163.The orthometric height was determined by differential leveling
 NQ0163.and adjusted by the National Geodetic Survey in June 1991..
 NQ0163
 NQ0163.The geoid height was determined by GEOID03.
 NQ0163
 NQ0163.The dynamic height is computed by dividing the NAVD 88
 NQ0163.geopotential number by the normal gravity value computed on the
 NQ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0163.degrees latitude (g = 980.6199 gals.).
 NQ0163
 NQ0163.The modeled gravity was interpolated from observed gravity values.
 NQ0163
 NQ0163;                    North         East    Units  Estimated Accuracy
 NQ0163;SPC WY E     -   172,400.      218,950.      MT  (+/- 180 meters Scaled)
 NQ0163
 NQ0163                          SUPERSEDED SURVEY CONTROL
 NQ0163
 NQ0163  NGVD 29 (??/??/92) 1457.459  (m)         4781.68   (f) ADJ UNCH    1 2
 NQ0163
 NQ0163.Superseded values are not recommended for survey control.
 NQ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0163.See file dsdata.txt to determine how the superseded data were derived.
 NQ0163
 NQ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG051555(NAD 83)
 NQ0163_MARKER: DB = BENCH MARK DISK
 NQ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0163_STAMPING: H 119 1956
 NQ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0163+STABILITY: SURFACE MOTION
 NQ0163
 NQ0163  HISTORY     - Date     Condition        Report By
 NQ0163  HISTORY     - 1956     MONUMENTED       CGS
 NQ0163  HISTORY     - 20030924 MARK NOT FOUND   USPSQD
 NQ0163
 NQ0163                          STATION DESCRIPTION
 NQ0163
 NQ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0163'0.7 MI E FROM WHEATLAND.
 NQ0163'0.7 MILE EAST ALONG STATE SECONDARY HIGHWAY 158 FROM THE COLORADO
 NQ0163'AND SOUTHERN RAILROAD STATION AT WHEATLAND, 58 FEET NORTH OF THE
 NQ0163'CENTER LINE OF THE HIGHWAY, 57 FEET WEST OF THE CENTER OF THE
 NQ0163'SOUTH AND MAIN ENTRANCE TO THE WHEATLAND AIRPORT, 26 FEET NORTH
 NQ0163'OF A FENCE CORNER, 1.6 FEET EAST OF A FENCE, 1.7 FEET SOUTH
 NQ0163'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NQ0163'PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 18, TOWNSHIP 24
 NQ0163'NORTH, RANGE 67 WEST.
 NQ0163
 NQ0163                          STATION RECOVERY (2003)
 NQ0163
 NQ0163'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 NQ0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0033 ***********************************************************************
 PY0033  DESIGNATION -  H 12
 PY0033  PID         -  PY0033
 PY0033  STATE/COUNTY-  WY/PARK
 PY0033  USGS QUAD   -  MOUNT CHITTENDEN (1991)
 PY0033
 PY0033                         *CURRENT SURVEY CONTROL
 PY0033  ___________________________________________________________________
 PY0033* NAD 83(1986)-  44 30 18.     (N)    110 11 37.     (W)     SCALED    
 PY0033* NAVD 88     -      2583.802  (meters)    8477.02   (feet)  ADJUSTED  
 PY0033  ___________________________________________________________________
 PY0033  GEOID HEIGHT-          -7.89  (meters)                     GEOID03
 PY0033  DYNAMIC HT  -        2582.071 (meters)    8471.34  (feet)  COMP
 PY0033  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 PY0033
 PY0033  VERT ORDER  -  FIRST     CLASS II
 PY0033
 PY0033.The horizontal coordinates were scaled from a topographic map and have
 PY0033.an estimated accuracy of +/- 6 seconds.
 PY0033
 PY0033.The orthometric height was determined by differential leveling
 PY0033.and adjusted by the National Geodetic Survey in June 1991..
 PY0033
 PY0033.The geoid height was determined by GEOID03.
 PY0033
 PY0033.The dynamic height is computed by dividing the NAVD 88
 PY0033.geopotential number by the normal gravity value computed on the
 PY0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0033.degrees latitude (g = 980.6199 gals.).
 PY0033
 PY0033.The modeled gravity was interpolated from observed gravity values.
 PY0033
 PY0033;                    North         East    Units  Estimated Accuracy
 PY0033;SPC WYWC     -   445,870.      485,210.      MT  (+/- 180 meters Scaled)
 PY0033
 PY0033                          SUPERSEDED SURVEY CONTROL
 PY0033
 PY0033  NGVD 29 (08/20/92) 2582.469  (m)         8472.65   (f) ADJUSTED    1 2
 PY0033
 PY0033.Superseded values are not recommended for survey control.
 PY0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0033.See file dsdata.txt to determine how the superseded data were derived.
 PY0033
 PY0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ641282(NAD 83)
 PY0033_MARKER: DB = BENCH MARK DISK
 PY0033_SETTING: 80 = SET IN A BOULDER
 PY0033_SP_SET: BOULDER
 PY0033_STAMPING: H 12 1923 8472.476
 PY0033_MARK LOGO: CGS   
 PY0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0033+STABILITY: SURFACE MOTION
 PY0033
 PY0033  HISTORY     - Date     Condition        Report By
 PY0033  HISTORY     - 1923     MONUMENTED       CGS
 PY0033  HISTORY     - 1934     GOOD             NGS
 PY0033  HISTORY     - 19860822 MARK NOT FOUND   USGS
 PY0033  HISTORY     - 1987     GOOD             NGS
 PY0033
 PY0033                          STATION DESCRIPTION
 PY0033
 PY0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0033'13.4 MI E FROM LAKE JUNCTION.
 PY0033'13.4 MILES EAST ALONG THE LAKE JUNCTION-EAST ENTRANCE ROAD FROM LAKE
 PY0033'JUNCTION, YELLOWSTONE NATIONAL PARK, 110 YARDS EAST OF THE FOURTEENTH
 PY0033'MILEPOST FROM LAKE JUNCTION, AT THE CENTER OF CUB CREEK CAMP, 150 FEET
 PY0033'SOUTH OF A LOG CABIN 57 YARDS NORTH OF THE ROAD, 1-1/2 FEET ABOVE THE
 PY0033'GROUND, AND IN A LARGE BOULDER.  A STANDARD DISK, STAMPED 8472.476 H
 PY0033'12 1923.
 PY0033
 PY0033                          STATION RECOVERY (1986)
 PY0033
 PY0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (LN)
 PY0033'MARK NOT FOUND.
 PY0033
 PY0033                          STATION RECOVERY (1987)
 PY0033
 PY0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0033'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.7 KM
 PY0033'(13.50 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM THE
 PY0033'JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, NEAR THE CENTER
 PY0033'OF A LARGE IMBEDDED BOULDER THAT PROJECTS 15-INCHES ABOVE THE GROUND
 PY0033'SURFACE, 175.0 M (574.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PY0033'28.6 M (93.8 FT) WEST OF THE WEST BANK OF CUB CREEK, AND 7.4 M (24.3
 PY0033'FT) WEST OF THE EAST EDGE OF A LARGE GRAVELED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0118 ***********************************************************************
 PV0118  DESIGNATION -  H 120
 PV0118  PID         -  PV0118
 PV0118  STATE/COUNTY-  WY/CROOK
 PV0118  USGS QUAD   -  SPYGLASS HILL (1982)
 PV0118
 PV0118                         *CURRENT SURVEY CONTROL
 PV0118  ___________________________________________________________________
 PV0118* NAD 83(1986)-  44 14 16.     (N)    104 54 22.     (W)     SCALED    
 PV0118* NAVD 88     -      1313.377  (meters)    4308.97   (feet)  ADJUSTED  
 PV0118  ___________________________________________________________________
 PV0118  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 PV0118  DYNAMIC HT  -        1312.842 (meters)    4307.22  (feet)  COMP
 PV0118  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 PV0118
 PV0118  VERT ORDER  -  FIRST     CLASS II
 PV0118
 PV0118.The horizontal coordinates were scaled from a topographic map and have
 PV0118.an estimated accuracy of +/- 6 seconds.
 PV0118
 PV0118.The orthometric height was determined by differential leveling
 PV0118.and adjusted by the National Geodetic Survey in June 1991..
 PV0118
 PV0118.The geoid height was determined by GEOID03.
 PV0118
 PV0118.The dynamic height is computed by dividing the NAVD 88
 PV0118.geopotential number by the normal gravity value computed on the
 PV0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0118.degrees latitude (g = 980.6199 gals.).
 PV0118
 PV0118.The modeled gravity was interpolated from observed gravity values.
 PV0118
 PV0118;                    North         East    Units  Estimated Accuracy
 PV0118;SPC WY E     -   415,200.      220,810.      MT  (+/- 180 meters Scaled)
 PV0118
 PV0118                          SUPERSEDED SURVEY CONTROL
 PV0118
 PV0118  NGVD 29 (??/??/92) 1312.742  (m)         4306.89   (f) ADJ UNCH    1 2
 PV0118
 PV0118.Superseded values are not recommended for survey control.
 PV0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0118.See file dsdata.txt to determine how the superseded data were derived.
 PV0118
 PV0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ074982(NAD 83)
 PV0118_MARKER: DB = BENCH MARK DISK
 PV0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0118_STAMPING: H 120 1957
 PV0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0118+STABILITY: SURFACE MOTION
 PV0118
 PV0118  HISTORY     - Date     Condition        Report By
 PV0118  HISTORY     - 1957     MONUMENTED       CGS
 PV0118
 PV0118                          STATION DESCRIPTION
 PV0118
 PV0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0118'2.9 MI SE FROM MOORCROFT.
 PV0118'2.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0118'RAILROAD FROM THE STATION AT MOORCROFT, 31 FEET NORTHEAST OF
 PV0118'THE 13TH POLE NORTHWEST OF MILEPOST 566, AT THE NORTHWEST END
 PV0118'OF A LONG SHALLOW CUT, 73 FEET NORTHEAST OF THE NORTHEAST RAIL,
 PV0118'2 1/2 FEET NORTHEAST OF THE FENCE LINE, 1 1/2 FEET SOUTHEAST
 PV0118'OF A CONCRETE WITNESS POST, ABOUT 4 FEET ABOVE THE TRACK AND
 PV0118'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0230 ***********************************************************************
 PV0230  DESIGNATION -  H 121
 PV0230  PID         -  PV0230
 PV0230  STATE/COUNTY-  WY/CAMPBELL
 PV0230  USGS QUAD   -  FORTIN DRAW (1971)
 PV0230
 PV0230                         *CURRENT SURVEY CONTROL
 PV0230  ___________________________________________________________________
 PV0230* NAD 83(1986)-  44 17 21.     (N)    105 20 36.     (W)     SCALED    
 PV0230* NAVD 88     -      1336.351  (meters)    4384.34   (feet)  ADJUSTED  
 PV0230  ___________________________________________________________________
 PV0230  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0230  DYNAMIC HT  -        1335.820 (meters)    4382.60  (feet)  COMP
 PV0230  MODELED GRAV-     980,173.7   (mgal)                       NAVD 88
 PV0230
 PV0230  VERT ORDER  -  FIRST     CLASS II
 PV0230
 PV0230.The horizontal coordinates were scaled from a topographic map and have
 PV0230.an estimated accuracy of +/- 6 seconds.
 PV0230
 PV0230.The orthometric height was determined by differential leveling
 PV0230.and adjusted by the National Geodetic Survey in June 1991..
 PV0230.WARNING-Repeat measurements at this control monument indicate possible
 PV0230.vertical movement.
 PV0230
 PV0230.The geoid height was determined by GEOID03.
 PV0230
 PV0230.The dynamic height is computed by dividing the NAVD 88
 PV0230.geopotential number by the normal gravity value computed on the
 PV0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0230.degrees latitude (g = 980.6199 gals.).
 PV0230
 PV0230.The modeled gravity was interpolated from observed gravity values.
 PV0230
 PV0230;                    North         East    Units  Estimated Accuracy
 PV0230;SPC WY E     -   420,890.      185,900.      MT  (+/- 180 meters Scaled)
 PV0230
 PV0230                          SUPERSEDED SURVEY CONTROL
 PV0230
 PV0230  NGVD 29 (??/??/92) 1335.705  (m)         4382.23   (f) ADJ UNCH    1 2
 PV0230
 PV0230.Superseded values are not recommended for survey control.
 PV0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0230.See file dsdata.txt to determine how the superseded data were derived.
 PV0230
 PV0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK726040(NAD 83)
 PV0230_MARKER: DB = BENCH MARK DISK
 PV0230_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0230_SP_SET: COPPER-CLAD STEEL ROD
 PV0230_STAMPING: H 121 1957
 PV0230_MARK LOGO: CGS   
 PV0230_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0230_ROD/PIPE-DEPTH: 11.0 meters
 PV0230
 PV0230  HISTORY     - Date     Condition        Report By
 PV0230  HISTORY     - 1957     MONUMENTED       CGS
 PV0230  HISTORY     - 1985     GOOD             NGS
 PV0230
 PV0230                          STATION DESCRIPTION
 PV0230
 PV0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0230'8.1 MI E FROM GILLETTE.
 PV0230'8.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0230'FROM THE STATION AT GILLETTE, 5 POLES WEST OF MILEPOST 589,
 PV0230'45 FEET SOUTH OF THE SOUTH RAIL, 101 FEET WEST OF THE CENTER
 PV0230'LINE OF A DIRT CROSS ROAD, 109 FEET SOUTHWEST OF THE CENTER OF
 PV0230'THE CROSSING, 2 1/2 FEET NORTH OF THE FENCE, 1 1/2 FEET WEST
 PV0230'OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET LOWER THAN THE
 PV0230'TRACK, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROAD THAT
 PV0230'IS DRIVEN TO A DEPTH OF 36 FEET AND IS ENCASED IN A 6-INCH
 PV0230'TILE PROJECTING 7 INCHES.
 PV0230
 PV0230                          STATION RECOVERY (1985)
 PV0230
 PV0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0230'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--13.19 KM (8.20 MI) EAST
 PV0230'ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF
 PV0230'GILLETTE AVENUE AT GILLETTE, THENCE 0.33 KM (0.21 MI) NORTH ALONG A
 PV0230'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0284 ***********************************************************************
 PV0284  DESIGNATION -  H 122
 PV0284  PID         -  PV0284
 PV0284  STATE/COUNTY-  WY/CAMPBELL
 PV0284  USGS QUAD   -  ORIVA (1971)
 PV0284
 PV0284                         *CURRENT SURVEY CONTROL
 PV0284  ___________________________________________________________________
 PV0284* NAD 83(1986)-  44 20 53.     (N)    105 43 13.     (W)     SCALED    
 PV0284* NAVD 88     -      1373.822  (meters)    4507.28   (feet)  ADJUSTED  
 PV0284  ___________________________________________________________________
 PV0284  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 PV0284  DYNAMIC HT  -        1373.237 (meters)    4505.36  (feet)  COMP
 PV0284  MODELED GRAV-     980,144.1   (mgal)                       NAVD 88
 PV0284
 PV0284  VERT ORDER  -  FIRST     CLASS II
 PV0284
 PV0284.The horizontal coordinates were scaled from a topographic map and have
 PV0284.an estimated accuracy of +/- 6 seconds.
 PV0284
 PV0284.The orthometric height was determined by differential leveling
 PV0284.and adjusted by the National Geodetic Survey in June 1991..
 PV0284
 PV0284.The geoid height was determined by GEOID03.
 PV0284
 PV0284.The dynamic height is computed by dividing the NAVD 88
 PV0284.geopotential number by the normal gravity value computed on the
 PV0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0284.degrees latitude (g = 980.6199 gals.).
 PV0284
 PV0284.The modeled gravity was interpolated from observed gravity values.
 PV0284
 PV0284;                    North         East    Units  Estimated Accuracy
 PV0284;SPC WY E     -   427,570.      155,860.      MT  (+/- 180 meters Scaled)
 PV0284
 PV0284                          SUPERSEDED SURVEY CONTROL
 PV0284
 PV0284  NGVD 29 (??/??/92) 1373.131  (m)         4505.01   (f) ADJ UNCH    1 2
 PV0284
 PV0284.Superseded values are not recommended for survey control.
 PV0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0284.See file dsdata.txt to determine how the superseded data were derived.
 PV0284
 PV0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK425107(NAD 83)
 PV0284_MARKER: DB = BENCH MARK DISK
 PV0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0284_STAMPING: H 122 1957
 PV0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0284+STABILITY: SURFACE MOTION
 PV0284
 PV0284  HISTORY     - Date     Condition        Report By
 PV0284  HISTORY     - 1957     MONUMENTED       CGS
 PV0284
 PV0284                          STATION DESCRIPTION
 PV0284
 PV0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0284'12.8 MI NW FROM GILLETTE.
 PV0284'ABOUT 12.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0284'QUINCY RAILROAD FROM THE STATION AT GILLETTE, 83 FEET SOUTHEAST
 PV0284'AND ACROSS THE TRACK FROM MILEPOST 610, 3 1/2 POLES WEST OF THE
 PV0284'WEST END OF A CUT, 38 FEET SOUTH OF THE SOUTH RAIL, 16 FEET
 PV0284'EAST OF THE CENTER OF A GATE, 2 1/2 FEET NORTH OF THE FENCE
 PV0284'LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 PV0284'BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 PV0284'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0006 ***********************************************************************
 PW0006  DESIGNATION -  H 123
 PW0006  PID         -  PW0006
 PW0006  STATE/COUNTY-  WY/SHERIDAN
 PW0006  USGS QUAD   -  LARIAT (1972)
 PW0006
 PW0006                         *CURRENT SURVEY CONTROL
 PW0006  ___________________________________________________________________
 PW0006* NAD 83(1986)-  44 36 13.     (N)    106 01 48.     (W)     SCALED    
 PW0006* NAVD 88     -      1181.915  (meters)    3877.67   (feet)  ADJUSTED  
 PW0006  ___________________________________________________________________
 PW0006  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 PW0006  DYNAMIC HT  -        1181.477 (meters)    3876.23  (feet)  COMP
 PW0006  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 PW0006
 PW0006  VERT ORDER  -  FIRST     CLASS II
 PW0006
 PW0006.The horizontal coordinates were scaled from a topographic map and have
 PW0006.an estimated accuracy of +/- 6 seconds.
 PW0006
 PW0006.The orthometric height was determined by differential leveling
 PW0006.and adjusted by the National Geodetic Survey in June 1991..
 PW0006
 PW0006.The geoid height was determined by GEOID03.
 PW0006
 PW0006.The dynamic height is computed by dividing the NAVD 88
 PW0006.geopotential number by the normal gravity value computed on the
 PW0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0006.degrees latitude (g = 980.6199 gals.).
 PW0006
 PW0006.The modeled gravity was interpolated from observed gravity values.
 PW0006
 PW0006;                    North         East    Units  Estimated Accuracy
 PW0006;SPC WYEC     -   556,640.      503,460.      MT  (+/- 180 meters Scaled)
 PW0006
 PW0006                          SUPERSEDED SURVEY CONTROL
 PW0006
 PW0006  NGVD 29 (??/??/92) 1181.243  (m)         3875.46   (f) ADJ UNCH    1 2
 PW0006
 PW0006.Superseded values are not recommended for survey control.
 PW0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0006.See file dsdata.txt to determine how the superseded data were derived.
 PW0006
 PW0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK182394(NAD 83)
 PW0006_MARKER: DB = BENCH MARK DISK
 PW0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0006_STAMPING: H 123 1957
 PW0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0006+STABILITY: SURFACE MOTION
 PW0006
 PW0006  HISTORY     - Date     Condition        Report By
 PW0006  HISTORY     - 1957     MONUMENTED       CGS
 PW0006
 PW0006                          STATION DESCRIPTION
 PW0006
 PW0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0006'7.0 MI SE FROM ARVADA.
 PW0006'7.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0006'FROM THE STATION AT ARVADA, 44 FEET NORTH OF MILEPOST 634, 44 FEET
 PW0006'NORTHEAST OF THE NORTHEAST RAIL, 20 FEET NORTHWEST OF A TELEPHONE
 PW0006'POLE, 3 1/2 FEET NORTHEAST OF THE FENCE LINE, 2 FEET SOUTHEAST OF A
 PW0006'WHITE WOODEN WITNESS POST, LEVEL WITH THE TRACK AND IN THE TOP OF A
 PW0006'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0043 ***********************************************************************
 OU0043  DESIGNATION -  H 124
 OU0043  PID         -  OU0043
 OU0043  STATE/COUNTY-  WY/WESTON
 OU0043  USGS QUAD   -  NEWCASTLE (1979)
 OU0043
 OU0043                         *CURRENT SURVEY CONTROL
 OU0043  ___________________________________________________________________
 OU0043* NAD 83(1986)-  43 49 01.     (N)    104 10 17.     (W)     SCALED    
 OU0043* NAVD 88     -      1301.796  (meters)    4270.98   (feet)  ADJUSTED  
 OU0043  ___________________________________________________________________
 OU0043  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 OU0043  DYNAMIC HT  -        1301.216 (meters)    4269.07  (feet)  COMP
 OU0043  MODELED GRAV-     980,127.9   (mgal)                       NAVD 88
 OU0043
 OU0043  VERT ORDER  -  FIRST     CLASS II
 OU0043
 OU0043.The horizontal coordinates were scaled from a topographic map and have
 OU0043.an estimated accuracy of +/- 6 seconds.
 OU0043
 OU0043.The orthometric height was determined by differential leveling
 OU0043.and adjusted by the National Geodetic Survey in June 1991..
 OU0043
 OU0043.The geoid height was determined by GEOID03.
 OU0043
 OU0043.The dynamic height is computed by dividing the NAVD 88
 OU0043.geopotential number by the normal gravity value computed on the
 OU0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0043.degrees latitude (g = 980.6199 gals.).
 OU0043
 OU0043.The modeled gravity was interpolated from observed gravity values.
 OU0043
 OU0043;                    North         East    Units  Estimated Accuracy
 OU0043;SPC WY E     -   368,890.      280,070.      MT  (+/- 180 meters Scaled)
 OU0043
 OU0043                          SUPERSEDED SURVEY CONTROL
 OU0043
 OU0043  NGVD 29 (??/??/92) 1301.143  (m)         4268.83   (f) ADJ UNCH    1 2
 OU0043
 OU0043.Superseded values are not recommended for survey control.
 OU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0043.See file dsdata.txt to determine how the superseded data were derived.
 OU0043
 OU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ666518(NAD 83)
 OU0043_MARKER: DB = BENCH MARK DISK
 OU0043_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0043_SP_SET: COPPER-CLAD STEEL ROD
 OU0043_STAMPING: H 124 1957
 OU0043_MARK LOGO: CGS   
 OU0043_PROJECTION: PROJECTING 15 CENTIMETERS
 OU0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0043_ROD/PIPE-DEPTH: 7.6  meters
 OU0043
 OU0043  HISTORY     - Date     Condition        Report By
 OU0043  HISTORY     - 1957     MONUMENTED       CGS
 OU0043  HISTORY     - 1985     GOOD             NGS
 OU0043
 OU0043                          STATION DESCRIPTION
 OU0043
 OU0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0043'3.6 MI SE FROM NEWCASTLE.
 OU0043'ABOUT 3.65 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0043'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 3,
 OU0043'T 44 N., R.61 W., 108 FEET WEST AND ACROSS THE TRACK FROM
 OU0043'MILEPOST 517, 0.5 MILE NORTH OF THE OVERPASS OF U.S. HIGHWAY 85
 OU0043'OVER THE TRACK, 93 FEET WEST OF THE WEST RAIL, 53 FEET NORTH
 OU0043'OF THE CENTER OF A WIRE GATE ACROSS A PRIVATE ROAD, 112 FEET
 OU0043'NORTHWEST OF THE CENTER OF THE CROSSING OF THE TRACK AND THE
 OU0043'ROAD, 3 FEET EAST OF THE FENCE LINE, 2 1/2 FEET SOUTH OF A
 OU0043'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK
 OU0043'ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 OU0043'25 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 OU0043
 OU0043                          STATION RECOVERY (1985)
 OU0043
 OU0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0043'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.0 KM
 OU0043'(3.1 MI) SOUTHEAST ALONG OLD US HIGHWAY 85 FROM THE NEW US HIGHWAY 85
 OU0043'OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT NEWCASTLE,
 OU0043'THENCE 0.8 KM (0.5 MI) NORTH ALONG THE BURLINGTON RAILROAD, AT AN
 OU0043'ABANDON ROAD CROSSING THE TRACKS, 28.3 METERS (93.5 FT) WEST OF THE
 OU0043'WEST RAIL, 33.2 METERS (109 FT) WEST ACROSS THE TRACKS FROM MILEPOLE
 OU0043'517, 14.0 METERS (46 FT) NORTH OF THE NORTH END OF A STEEL GATE,
 OU0043'5.2 METERS (17 FT) NORTHEAST OF THE WEST POLE OF A POWER LINE CROSSING
 OU0043'THE TRACKS AND 1.0 METER (3.5 FT) EAST OF A RIGHT-OF-WAY FENCE.
 OU0043'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 OU0043'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0079 ***********************************************************************
 OU0079  DESIGNATION -  H 125
 OU0079  PID         -  OU0079
 OU0079  STATE/COUNTY-  WY/WESTON
 OU0079  USGS QUAD   -  OSAGE SE (1979)
 OU0079
 OU0079                         *CURRENT SURVEY CONTROL
 OU0079  ___________________________________________________________________
 OU0079* NAD 83(1986)-  43 49 08.     (N)    104 16 22.     (W)     SCALED    
 OU0079* NAVD 88     -      1232.048  (meters)    4042.14   (feet)  ADJUSTED  
 OU0079  ___________________________________________________________________
 OU0079  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 OU0079  DYNAMIC HT  -        1231.510 (meters)    4040.38  (feet)  COMP
 OU0079  MODELED GRAV-     980,139.5   (mgal)                       NAVD 88
 OU0079
 OU0079  VERT ORDER  -  FIRST     CLASS II
 OU0079
 OU0079.The horizontal coordinates were scaled from a topographic map and have
 OU0079.an estimated accuracy of +/- 6 seconds.
 OU0079
 OU0079.The orthometric height was determined by differential leveling
 OU0079.and adjusted by the National Geodetic Survey in June 1991..
 OU0079
 OU0079.The geoid height was determined by GEOID03.
 OU0079
 OU0079.The dynamic height is computed by dividing the NAVD 88
 OU0079.geopotential number by the normal gravity value computed on the
 OU0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0079.degrees latitude (g = 980.6199 gals.).
 OU0079
 OU0079.The modeled gravity was interpolated from observed gravity values.
 OU0079
 OU0079;                    North         East    Units  Estimated Accuracy
 OU0079;SPC WY E     -   369,020.      271,910.      MT  (+/- 180 meters Scaled)
 OU0079
 OU0079                          SUPERSEDED SURVEY CONTROL
 OU0079
 OU0079  NGVD 29 (??/??/92) 1231.406  (m)         4040.04   (f) ADJ UNCH    1 2
 OU0079
 OU0079.Superseded values are not recommended for survey control.
 OU0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0079.See file dsdata.txt to determine how the superseded data were derived.
 OU0079
 OU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ584520(NAD 83)
 OU0079_MARKER: DB = BENCH MARK DISK
 OU0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0079_STAMPING: H 125 1957
 OU0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0079+STABILITY: SURFACE MOTION
 OU0079
 OU0079  HISTORY     - Date     Condition        Report By
 OU0079  HISTORY     - 1957     MONUMENTED       CGS
 OU0079
 OU0079                          STATION DESCRIPTION
 OU0079
 OU0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0079'4.6 MI SW FROM NEWCASTLE.
 OU0079'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 16 FROM THE CROSSING OF
 OU0079'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT NEWCASTLE, THENCE
 OU0079'2.6 MILES SOUTHWEST ALONG A ROAD, IN SECTION 2, T.44 S., R.62 W.,
 OU0079'0.1 MILE NORTHEAST OF THE JUNCTION OF A PRIVATE ROAD SOUTH, 52
 OU0079'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 51 FEET EAST OF THE
 OU0079'EAST CORNER OF A STEEL CATTLE GUARD, 2 FEET NORTHWEST OF THE
 OU0079'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2
 OU0079'FEET ABOVE THE LEVEL OF THE ROAD, A DISK IN THE TOP OF A CONCRETE
 OU0079'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0092 ***********************************************************************
 PV0092  DESIGNATION -  H 126
 PV0092  PID         -  PV0092
 PV0092  STATE/COUNTY-  WY/WESTON
 PV0092  USGS QUAD   -  UPTON EAST (1984)
 PV0092
 PV0092                         *CURRENT SURVEY CONTROL
 PV0092  ___________________________________________________________________
 PV0092* NAD 83(1986)-  44 04 18.     (N)    104 34 47.     (W)     SCALED    
 PV0092* NAVD 88     -      1284.267  (meters)    4213.47   (feet)  ADJUSTED  
 PV0092  ___________________________________________________________________
 PV0092  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0092  DYNAMIC HT  -        1283.746 (meters)    4211.76  (feet)  COMP
 PV0092  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 PV0092
 PV0092  VERT ORDER  -  FIRST     CLASS II
 PV0092
 PV0092.The horizontal coordinates were scaled from a topographic map and have
 PV0092.an estimated accuracy of +/- 6 seconds.
 PV0092
 PV0092.The orthometric height was determined by differential leveling
 PV0092.and adjusted by the National Geodetic Survey in June 1991..
 PV0092
 PV0092.The geoid height was determined by GEOID03.
 PV0092
 PV0092.The dynamic height is computed by dividing the NAVD 88
 PV0092.geopotential number by the normal gravity value computed on the
 PV0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0092.degrees latitude (g = 980.6199 gals.).
 PV0092
 PV0092.The modeled gravity was interpolated from observed gravity values.
 PV0092
 PV0092;                    North         East    Units  Estimated Accuracy
 PV0092;SPC WY E     -   396,880.      247,020.      MT  (+/- 180 meters Scaled)
 PV0092
 PV0092                          SUPERSEDED SURVEY CONTROL
 PV0092
 PV0092  NGVD 29 (??/??/92) 1283.64   (m)         4211.4    (f) COMPUTED    1 2
 PV0092
 PV0092.Superseded values are not recommended for survey control.
 PV0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0092.See file dsdata.txt to determine how the superseded data were derived.
 PV0092
 PV0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ336799(NAD 83)
 PV0092_MARKER: DB = BENCH MARK DISK
 PV0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0092_STAMPING: H 126 1957
 PV0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0092+STABILITY: SURFACE MOTION
 PV0092
 PV0092  HISTORY     - Date     Condition        Report By
 PV0092  HISTORY     - 1957     MONUMENTED       CGS
 PV0092
 PV0092                          STATION DESCRIPTION
 PV0092
 PV0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0092'3.1 MI SE FROM UPTON.
 PV0092'3.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0092'RAILROAD FROM THE STATION AT UPTON, MIDWAY BETWEEN THE 6TH AND
 PV0092'7TH POLES SOUTHEAST OF MILEPOST 546, 40 FEET NORTHEAST OF THE
 PV0092'NORTHEAST RAIL, 5 FEET SOUTHWEST OF THE FENCE LINE, 2 FEET
 PV0092'SOUTHEAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE TRACK
 PV0092'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0159 ***********************************************************************
 PW0159  DESIGNATION -  H 128
 PW0159  PID         -  PW0159
 PW0159  STATE/COUNTY-  WY/SHERIDAN
 PW0159  USGS QUAD   -  VERONA (1970)
 PW0159
 PW0159                         *CURRENT SURVEY CONTROL
 PW0159  ___________________________________________________________________
 PW0159* NAD 83(1986)-  44 44 02.     (N)    106 39 12.     (W)     SCALED    
 PW0159* NAVD 88     -      1232.226  (meters)    4042.73   (feet)  ADJUSTED  
 PW0159  ___________________________________________________________________
 PW0159  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 PW0159  DYNAMIC HT  -        1231.745 (meters)    4041.15  (feet)  COMP
 PW0159  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 PW0159
 PW0159  VERT ORDER  -  FIRST     CLASS II
 PW0159
 PW0159.The horizontal coordinates were scaled from a topographic map and have
 PW0159.an estimated accuracy of +/- 6 seconds.
 PW0159
 PW0159.The orthometric height was determined by differential leveling
 PW0159.and adjusted by the National Geodetic Survey in June 1991..
 PW0159
 PW0159.The geoid height was determined by GEOID03.
 PW0159
 PW0159.The dynamic height is computed by dividing the NAVD 88
 PW0159.geopotential number by the normal gravity value computed on the
 PW0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0159.degrees latitude (g = 980.6199 gals.).
 PW0159
 PW0159.The modeled gravity was interpolated from observed gravity values.
 PW0159
 PW0159;                    North         East    Units  Estimated Accuracy
 PW0159;SPC WYEC     -   570,520.      453,860.      MT  (+/- 180 meters Scaled)
 PW0159
 PW0159                          SUPERSEDED SURVEY CONTROL
 PW0159
 PW0159  NGVD 29 (??/??/92) 1231.486  (m)         4040.30   (f) ADJ UNCH    1 2
 PW0159
 PW0159.Superseded values are not recommended for survey control.
 PW0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0159.See file dsdata.txt to determine how the superseded data were derived.
 PW0159
 PW0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK690547(NAD 83)
 PW0159_MARKER: DB = BENCH MARK DISK
 PW0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0159_STAMPING: H 128 1957
 PW0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0159+STABILITY: SURFACE MOTION
 PW0159
 PW0159  HISTORY     - Date     Condition        Report By
 PW0159  HISTORY     - 1957     MONUMENTED       CGS
 PW0159
 PW0159                          STATION DESCRIPTION
 PW0159
 PW0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0159'18.3 MI NW FROM CLEARMONT.
 PW0159'18.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0159'FROM THE STATION AT CLEARMONT, 60 FEET NORTHWEST OF MILEPOST 679, AT
 PW0159'THE WEST END OF A SHORT EAST-WEST TANGENT, AT THE EAST END OF A
 PW0159'THROUGH CUT, 64 FEET NORTH OF THE NORTH RAIL, 12 RAILS EAST OF THE
 PW0159'EAST END OF THE VERONA SIDING, 20 FEET SOUTHEAST OF A TELEPHONE POLE
 PW0159'WITH A GUY WIRE, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4 1/2
 PW0159'FEET SOUTH OF A FENCE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 PW0159'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 PW0159'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0120 ***********************************************************************
 PW0120  DESIGNATION -  H 129
 PW0120  PID         -  PW0120
 PW0120  STATE/COUNTY-  WY/SHERIDAN
 PW0120  USGS QUAD   -  SHERIDAN (1977)
 PW0120
 PW0120                         *CURRENT SURVEY CONTROL
 PW0120  ___________________________________________________________________
 PW0120* NAD 83(1986)-  44 50 32.     (N)    106 57 30.     (W)     SCALED    
 PW0120* NAVD 88     -      1123.956  (meters)    3687.51   (feet)  ADJUSTED  
 PW0120  ___________________________________________________________________
 PW0120  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 PW0120  DYNAMIC HT  -        1123.568 (meters)    3686.24  (feet)  COMP
 PW0120  MODELED GRAV-     980,233.7   (mgal)                       NAVD 88
 PW0120
 PW0120  VERT ORDER  -  FIRST     CLASS II
 PW0120
 PW0120.The horizontal coordinates were scaled from a topographic map and have
 PW0120.an estimated accuracy of +/- 6 seconds.
 PW0120
 PW0120.The orthometric height was determined by differential leveling
 PW0120.and adjusted by the National Geodetic Survey in June 1991..
 PW0120
 PW0120.The geoid height was determined by GEOID03.
 PW0120
 PW0120.The dynamic height is computed by dividing the NAVD 88
 PW0120.geopotential number by the normal gravity value computed on the
 PW0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0120.degrees latitude (g = 980.6199 gals.).
 PW0120
 PW0120.The modeled gravity was interpolated from observed gravity values.
 PW0120
 PW0120;                    North         East    Units  Estimated Accuracy
 PW0120;SPC WYEC     -   582,400.      429,650.      MT  (+/- 180 meters Scaled)
 PW0120
 PW0120                          SUPERSEDED SURVEY CONTROL
 PW0120
 PW0120  NGVD 29 (??/??/92) 1123.239  (m)         3685.16   (f) ADJ UNCH    1 2
 PW0120
 PW0120.Superseded values are not recommended for survey control.
 PW0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0120.See file dsdata.txt to determine how the superseded data were derived.
 PW0120
 PW0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK452672(NAD 83)
 PW0120_MARKER: DB = BENCH MARK DISK
 PW0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0120_SP_SET: ABUTMENT
 PW0120_STAMPING: H 129 1957
 PW0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0120
 PW0120  HISTORY     - Date     Condition        Report By
 PW0120  HISTORY     - 1957     MONUMENTED       CGS
 PW0120
 PW0120                          STATION DESCRIPTION
 PW0120
 PW0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0120'2.55 MI N FROM SHERIDAN.
 PW0120'2.55 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0120'FROM THE STATION AT SHERIDAN, IN THE TOP OF THE WEST END OF THE SOUTH
 PW0120'CONCRETE ABUTMENT OF BRIDGE NUMBER 701.11, 19 1/2 FEET WEST OF THE
 PW0120'WEST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0062 ***********************************************************************
 PY0062  DESIGNATION -  H 13
 PY0062  PID         -  PY0062
 PY0062  STATE/COUNTY-  WY/TETON
 PY0062  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY0062
 PY0062                         *CURRENT SURVEY CONTROL
 PY0062  ___________________________________________________________________
 PY0062* NAD 83(1986)-  44 22 08.     (N)    110 35 27.     (W)     SCALED    
 PY0062* NAVD 88     -      2430.522  (meters)    7974.14   (feet)  ADJUSTED  
 PY0062  ___________________________________________________________________
 PY0062  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 PY0062  DYNAMIC HT  -        2428.886 (meters)    7968.77  (feet)  COMP
 PY0062  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 PY0062
 PY0062  VERT ORDER  -  FIRST     CLASS II
 PY0062
 PY0062.The horizontal coordinates were scaled from a topographic map and have
 PY0062.an estimated accuracy of +/- 6 seconds.
 PY0062
 PY0062.The orthometric height was determined by differential leveling
 PY0062.and adjusted by the National Geodetic Survey in June 1991..
 PY0062
 PY0062.The geoid height was determined by GEOID03.
 PY0062
 PY0062.The dynamic height is computed by dividing the NAVD 88
 PY0062.geopotential number by the normal gravity value computed on the
 PY0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0062.degrees latitude (g = 980.6199 gals.).
 PY0062
 PY0062.The modeled gravity was interpolated from observed gravity values.
 PY0062
 PY0062;                    North         East    Units  Estimated Accuracy
 PY0062;SPC WY W     -   529,860.      759,550.      MT  (+/- 180 meters Scaled)
 PY0062
 PY0062                          SUPERSEDED SURVEY CONTROL
 PY0062
 PY0062  NGVD 29 (08/20/92) 2429.147  (m)         7969.63   (f) ADJUSTED    1 2
 PY0062
 PY0062.Superseded values are not recommended for survey control.
 PY0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0062.See file dsdata.txt to determine how the superseded data were derived.
 PY0062
 PY0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ326129(NAD 83)
 PY0062_MARKER: DB = BENCH MARK DISK
 PY0062_SETTING: 80 = SET IN A BOULDER
 PY0062_SP_SET: BOULDER
 PY0062_STAMPING: H 13 1923
 PY0062_MARK LOGO: CGS   
 PY0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0062+STABILITY: SURFACE MOTION
 PY0062
 PY0062  HISTORY     - Date     Condition        Report By
 PY0062  HISTORY     - UNK      MONUMENTED       CGS
 PY0062  HISTORY     - 1956     GOOD             USGS
 PY0062  HISTORY     - 1987     GOOD             NGS
 PY0062
 PY0062                          STATION DESCRIPTION
 PY0062
 PY0062'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0062'3.5 MI S FROM WEST THUMB.
 PY0062'3.5 MILES SOUTH OF WEST THUMB.  FROM WEST THUMB 0.8 MILES SOUTH ON
 PY0062'SOUTH ENTRANCE ROAD TO JUNCTION OF OLD ROAD TO RIGHT, THEN 3.0 MILES
 PY0062'SOUTH ON OLD ROAD, ABOUT 400 FT. SOUTH OF A MARSHY LAKE, 150 FEET EAST
 PY0062'OF ROAD, AND 1.5 FEET ABOVE GROUND IN A LARGE ROCK NEXT TO A PINE
 PY0062'TREE.  A STANDARD DISK SET IN ROCK BUT NOT STAMPED.
 PY0062
 PY0062                          STATION RECOVERY (1987)
 PY0062
 PY0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0253 ***********************************************************************
 MO0253  DESIGNATION -  H 130
 MO0253  PID         -  MO0253
 MO0253  STATE/COUNTY-  WY/LARAMIE
 MO0253  USGS QUAD   -  NIMMO RANCH (1991)
 MO0253
 MO0253                         *CURRENT SURVEY CONTROL
 MO0253  ___________________________________________________________________
 MO0253* NAD 83(1986)-  41 26 05.     (N)    104 54 43.     (W)     SCALED    
 MO0253* NAVD 88     -      1876.099  (meters)    6155.17   (feet)  ADJUSTED  
 MO0253  ___________________________________________________________________
 MO0253  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 MO0253  DYNAMIC HT  -        1874.534 (meters)    6150.03  (feet)  COMP
 MO0253  MODELED GRAV-     979,722.4   (mgal)                       NAVD 88
 MO0253
 MO0253  VERT ORDER  -  SECOND    CLASS 0
 MO0253
 MO0253.The horizontal coordinates were scaled from a topographic map and have
 MO0253.an estimated accuracy of +/- 6 seconds.
 MO0253
 MO0253.The orthometric height was determined by differential leveling
 MO0253.and adjusted by the National Geodetic Survey in June 1991..
 MO0253
 MO0253.The geoid height was determined by GEOID03.
 MO0253
 MO0253.The dynamic height is computed by dividing the NAVD 88
 MO0253.geopotential number by the normal gravity value computed on the
 MO0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0253.degrees latitude (g = 980.6199 gals.).
 MO0253
 MO0253.The modeled gravity was interpolated from observed gravity values.
 MO0253
 MO0253;                    North         East    Units  Estimated Accuracy
 MO0253;SPC WY E     -   103,830.      221,290.      MT  (+/- 180 meters Scaled)
 MO0253
 MO0253                          SUPERSEDED SURVEY CONTROL
 MO0253
 MO0253  NGVD 29 (??/??/92) 1875.126  (m)         6151.98   (f) ADJ UNCH    2 0
 MO0253
 MO0253.Superseded values are not recommended for survey control.
 MO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0253.See file dsdata.txt to determine how the superseded data were derived.
 MO0253
 MO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF073870(NAD 83)
 MO0253_MARKER: DB = BENCH MARK DISK
 MO0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0253_STAMPING: H 130 1959
 MO0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0253+STABILITY: SURFACE MOTION
 MO0253
 MO0253  HISTORY     - Date     Condition        Report By
 MO0253  HISTORY     - 1959     MONUMENTED       CGS
 MO0253
 MO0253                          STATION DESCRIPTION
 MO0253
 MO0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0253'22.6 MI NNW FROM CHEYENNE.
 MO0253'0.4 MILE WEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0253'CHEYENNE, THENCE WEST ON PERSHING BLVD. FOR 0.8 MILE, THENCE
 MO0253'NORTH ON INTERSTATE HIGHWAY 25 FOR 16.2 MILES, THENCE NORTHWEST
 MO0253'ON OLD U.S. HIGHWAY 87 FOR 4.2 MILES.  AT THE TOP OF A RISE
 MO0253'IN THE HIGHWAY, 100 FEET NORTHEAST OF A SMALL POND, 0.1 MILE
 MO0253'NORTH OF A CONCRETE BRIDGE, 55 FEET WEST OF THE CENTERLINE
 MO0253'OF THE HIGHWAY.  2 FEET NORTH OF A METAL WITNESS POST AND 1.5
 MO0253'FEET EAST OF A FENCE.  SET IN A CONCRETE POST THAT PROJECTS
 MO0253'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0181 ***********************************************************************
 MQ0181  DESIGNATION -  H 131
 MQ0181  PID         -  MQ0181
 MQ0181  STATE/COUNTY-  WY/SWEETWATER
 MQ0181  USGS QUAD   -  GREEN RIVER (1980)
 MQ0181
 MQ0181                         *CURRENT SURVEY CONTROL
 MQ0181  ___________________________________________________________________
 MQ0181* NAD 83(1986)-  41 31 11.     (N)    109 26 58.     (W)     SCALED    
 MQ0181* NAVD 88     -      1855.075  (meters)    6086.19   (feet)  ADJUSTED  
 MQ0181  ___________________________________________________________________
 MQ0181  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 MQ0181  DYNAMIC HT  -        1853.483 (meters)    6080.97  (feet)  COMP
 MQ0181  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 MQ0181
 MQ0181  VERT ORDER  -  FIRST     CLASS II
 MQ0181
 MQ0181.The horizontal coordinates were scaled from a topographic map and have
 MQ0181.an estimated accuracy of +/- 6 seconds.
 MQ0181
 MQ0181.The orthometric height was determined by differential leveling
 MQ0181.and adjusted by the National Geodetic Survey in June 1991..
 MQ0181
 MQ0181.The geoid height was determined by GEOID03.
 MQ0181
 MQ0181.The dynamic height is computed by dividing the NAVD 88
 MQ0181.geopotential number by the normal gravity value computed on the
 MQ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0181.degrees latitude (g = 980.6199 gals.).
 MQ0181
 MQ0181.The modeled gravity was interpolated from observed gravity values.
 MQ0181
 MQ0181;                    North         East    Units  Estimated Accuracy
 MQ0181;SPC WYWC     -   113,470.      541,620.      MT  (+/- 180 meters Scaled)
 MQ0181
 MQ0181                          SUPERSEDED SURVEY CONTROL
 MQ0181
 MQ0181  NGVD 29 (06/08/92) 1853.776  (m)         6081.93   (f) ADJUSTED    1 2
 MQ0181
 MQ0181.Superseded values are not recommended for survey control.
 MQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0181.See file dsdata.txt to determine how the superseded data were derived.
 MQ0181
 MQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL293976(NAD 83)
 MQ0181_MARKER: DB = BENCH MARK DISK
 MQ0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0181_SP_SET: FOUNDATION
 MQ0181_STAMPING: H 131 1958
 MQ0181_MARK LOGO: CGS   
 MQ0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0181
 MQ0181  HISTORY     - Date     Condition        Report By
 MQ0181  HISTORY     - 1958     MONUMENTED       CGS
 MQ0181  HISTORY     - 1981     GOOD             NGS
 MQ0181  HISTORY     - 1983     GOOD             NGS
 MQ0181
 MQ0181                          STATION DESCRIPTION
 MQ0181
 MQ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0181'1.05 MI NE FROM GREEN RIVER.
 MQ0181'ABOUT 1.05 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0181'STATION AT GREEN RIVER, AT THE 2ND YARD LIGHT TOWER WEST FROM THE EAST
 MQ0181'END OF THE RAILROAD YARDS, IN THE TOP OF THE NORTHWEST CORNER OF THE
 MQ0181'CONCRETE FOUNDATION OF THE TOWER, 9 FEET SOUTH OF THE NEAR RAIL, AND
 MQ0181'ABOUT LEVEL WITH THE TRACKS.
 MQ0181
 MQ0181                          STATION RECOVERY (1981)
 MQ0181
 MQ0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MQ0181'RECOVERED IN GOOD CONDITION.
 MQ0181
 MQ0181                          STATION RECOVERY (1983)
 MQ0181
 MQ0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0268 ***********************************************************************
 MQ0268  DESIGNATION -  H 132
 MQ0268  PID         -  MQ0268
 MQ0268  STATE/COUNTY-  WY/SWEETWATER
 MQ0268  USGS QUAD   -  GRANGER (1980)
 MQ0268
 MQ0268                         *CURRENT SURVEY CONTROL
 MQ0268  ___________________________________________________________________
 MQ0268* NAD 83(1986)-  41 32 45.     (N)    109 54 01.     (W)     SCALED    
 MQ0268* NAVD 88     -      1971.428  (meters)    6467.93   (feet)  ADJUSTED  
 MQ0268  ___________________________________________________________________
 MQ0268  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 MQ0268  DYNAMIC HT  -        1969.725 (meters)    6462.34  (feet)  COMP
 MQ0268  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 MQ0268
 MQ0268  VERT ORDER  -  FIRST     CLASS II
 MQ0268
 MQ0268.The horizontal coordinates were scaled from a topographic map and have
 MQ0268.an estimated accuracy of +/- 6 seconds.
 MQ0268
 MQ0268.The orthometric height was determined by differential leveling
 MQ0268.and adjusted by the National Geodetic Survey in June 1991..
 MQ0268.WARNING-Repeat measurements at this control monument indicate possible
 MQ0268.vertical movement.
 MQ0268
 MQ0268.The geoid height was determined by GEOID03.
 MQ0268
 MQ0268.The dynamic height is computed by dividing the NAVD 88
 MQ0268.geopotential number by the normal gravity value computed on the
 MQ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0268.degrees latitude (g = 980.6199 gals.).
 MQ0268
 MQ0268.The modeled gravity was interpolated from observed gravity values.
 MQ0268
 MQ0268;                    North         East    Units  Estimated Accuracy
 MQ0268;SPC WYWC     -   116,780.      504,030.      MT  (+/- 180 meters Scaled)
 MQ0268
 MQ0268                          SUPERSEDED SURVEY CONTROL
 MQ0268
 MQ0268  NGVD 29 (06/08/92) 1970.117  (m)         6463.63   (f) ADJUSTED    1 2
 MQ0268
 MQ0268.Superseded values are not recommended for survey control.
 MQ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0268.See file dsdata.txt to determine how the superseded data were derived.
 MQ0268
 MQ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL917999(NAD 83)
 MQ0268_MARKER: DB = BENCH MARK DISK
 MQ0268_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0268_SP_SET: OUTCROP
 MQ0268_STAMPING: H 132 1958
 MQ0268_MARK LOGO: CGS   
 MQ0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0268+STABILITY: POSITION/ELEVATION WELL
 MQ0268
 MQ0268  HISTORY     - Date     Condition        Report By
 MQ0268  HISTORY     - 1958     MONUMENTED       CGS
 MQ0268  HISTORY     - 1983     GOOD             NGS
 MQ0268
 MQ0268                          STATION DESCRIPTION
 MQ0268
 MQ0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0268'5.35 MI SE FROM GRANGER.
 MQ0268'ABOUT 2.75 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0268'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 2.2 MILES SOUTHEAST
 MQ0268'ALONG U. S. HIGHWAY 30 N, THENCE ABOUT 0.4 MILE EAST ALONG U. S.
 MQ0268'HIGHWAY 30, 74 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 MQ0268'TOP OF A SANDSTONE OUTCROP ON THE WEST SLOPE OF A HILL, 160 FEET
 MQ0268'SOUTHWEST OF THE CREST OF A BARE KNOB HILL, AND ABOUT 8 FEET ABOVE THE
 MQ0268'LEVEL OF THE HIGHWAY.
 MQ0268
 MQ0268                          STATION RECOVERY (1983)
 MQ0268
 MQ0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0268'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0268'FOLLOWING EXCEPTIONS.  DELETE 0.4 MILE EAST ALONG U.S. HIGHWAY 30.
 MQ0268'ADD 1.4 KM (0.85 MI) EAST ALONG OLD U.S. HIGHWAY 30, AND 190.5 METERS
 MQ0268'(625.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 MQ0268'INTERSTATE HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0026 ***********************************************************************
 MR0026  DESIGNATION -  H 133
 MR0026  PID         -  MR0026
 MR0026  STATE/COUNTY-  WY/UINTA
 MR0026  USGS QUAD   -  HAMPTON (1969)
 MR0026
 MR0026                         *CURRENT SURVEY CONTROL
 MR0026  ___________________________________________________________________
 MR0026* NAD 83(1986)-  41 30 55.     (N)    110 20 11.     (W)     SCALED    
 MR0026* NAVD 88     -      1957.691  (meters)    6422.86   (feet)  ADJUSTED  
 MR0026  ___________________________________________________________________
 MR0026  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 MR0026  DYNAMIC HT  -        1956.001 (meters)    6417.31  (feet)  COMP
 MR0026  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 MR0026
 MR0026  VERT ORDER  -  FIRST     CLASS II
 MR0026
 MR0026.The horizontal coordinates were scaled from a topographic map and have
 MR0026.an estimated accuracy of +/- 6 seconds.
 MR0026
 MR0026.The orthometric height was determined by differential leveling
 MR0026.and adjusted by the National Geodetic Survey in June 1991..
 MR0026
 MR0026.The geoid height was determined by GEOID03.
 MR0026
 MR0026.The dynamic height is computed by dividing the NAVD 88
 MR0026.geopotential number by the normal gravity value computed on the
 MR0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0026.degrees latitude (g = 980.6199 gals.).
 MR0026
 MR0026.The modeled gravity was interpolated from observed gravity values.
 MR0026
 MR0026;                    North         East    Units  Estimated Accuracy
 MR0026;SPC WY W     -   212,780.      778,880.      MT  (+/- 180 meters Scaled)
 MR0026
 MR0026                          SUPERSEDED SURVEY CONTROL
 MR0026
 MR0026  NGVD 29 (06/08/92) 1956.409  (m)         6418.65   (f) ADJUSTED    1 2
 MR0026
 MR0026.Superseded values are not recommended for survey control.
 MR0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0026.See file dsdata.txt to determine how the superseded data were derived.
 MR0026
 MR0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL553961(NAD 83)
 MR0026_MARKER: DB = BENCH MARK DISK
 MR0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0026_SP_SET: ABUTMENT
 MR0026_STAMPING: H 133 1958
 MR0026_MARK LOGO: CGS   
 MR0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0026
 MR0026  HISTORY     - Date     Condition        Report By
 MR0026  HISTORY     - 1958     MONUMENTED       CGS
 MR0026  HISTORY     - 1983     GOOD             NGS
 MR0026
 MR0026                          STATION DESCRIPTION
 MR0026
 MR0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0026'7.6 MI NE FROM CARTER.
 MR0026'ABOUT 7.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0026'STATION AT CARTER, 4 POLES NORTHEAST OF MILEPOST 868, IN THE TOP OF
 MR0026'THE WEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE 867.91, 6
 MR0026'1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2 FEET BELOW THE
 MR0026'LEVEL OF THE TRACKS.
 MR0026
 MR0026                          STATION RECOVERY (1983)
 MR0026
 MR0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0140 ***********************************************************************
 MR0140  DESIGNATION -  H 134
 MR0140  PID         -  MR0140
 MR0140  STATE/COUNTY-  WY/UINTA
 MR0140  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0140
 MR0140                         *CURRENT SURVEY CONTROL
 MR0140  ___________________________________________________________________
 MR0140* NAD 83(1986)-  41 12 23.     (N)    110 51 36.     (W)     SCALED    
 MR0140* NAVD 88     -      2141.328  (meters)    7025.34   (feet)  ADJUSTED  
 MR0140  ___________________________________________________________________
 MR0140  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 MR0140  DYNAMIC HT  -        2139.318 (meters)    7018.75  (feet)  COMP
 MR0140  MODELED GRAV-     979,608.4   (mgal)                       NAVD 88
 MR0140
 MR0140  VERT ORDER  -  FIRST     CLASS II
 MR0140
 MR0140.The horizontal coordinates were scaled from a topographic map and have
 MR0140.an estimated accuracy of +/- 6 seconds.
 MR0140
 MR0140.The orthometric height was determined by differential leveling
 MR0140.and adjusted by the National Geodetic Survey in June 1991..
 MR0140
 MR0140.The geoid height was determined by GEOID03.
 MR0140
 MR0140.The dynamic height is computed by dividing the NAVD 88
 MR0140.geopotential number by the normal gravity value computed on the
 MR0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0140.degrees latitude (g = 980.6199 gals.).
 MR0140
 MR0140.The modeled gravity was interpolated from observed gravity values.
 MR0140
 MR0140;                    North         East    Units  Estimated Accuracy
 MR0140;SPC WY W     -   178,730.      734,860.      MT  (+/- 180 meters Scaled)
 MR0140
 MR0140                          SUPERSEDED SURVEY CONTROL
 MR0140
 MR0140  NGVD 29 (06/08/92) 2139.996  (m)         7020.97   (f) ADJUSTED    1 2
 MR0140
 MR0140.Superseded values are not recommended for survey control.
 MR0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0140.See file dsdata.txt to determine how the superseded data were derived.
 MR0140
 MR0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL117616(NAD 83)
 MR0140_MARKER: DB = BENCH MARK DISK
 MR0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0140_STAMPING: H 134 1958
 MR0140_MARK LOGO: CGS   
 MR0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0140+STABILITY: SURFACE MOTION
 MR0140
 MR0140  HISTORY     - Date     Condition        Report By
 MR0140  HISTORY     - 1958     MONUMENTED       CGS
 MR0140  HISTORY     - 1983     GOOD             NGS
 MR0140
 MR0140                          STATION DESCRIPTION
 MR0140
 MR0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0140'5.9 MI NW FROM ALTAMONT.
 MR0140'ABOUT 5.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0140'STATION AT ALTAMONT, OR ABOUT 7.7 MILES EAST ALONG THE UNION PACIFIC
 MR0140'RAILROAD FROM THE STATION AT EVANSTON, 60 FEET WEST OF THE 23RD POLE
 MR0140'NORTHWEST OF MILEPOST 909, ABOUT 0.8 MILE NORTHWEST OF KNIGHT SIDING
 MR0140'SIGN AND SECTION HOUSES, 120 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 70
 MR0140'FEET SOUTHWEST OF A FENCE, ON THE TOP OF A SMALL KNOWL, 2 FEET
 MR0140'SOUTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE
 MR0140'TRACKS, AND ON THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0140
 MR0140                          STATION RECOVERY (1983)
 MR0140
 MR0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0065 ***********************************************************************
 MR0065  DESIGNATION -  H 135
 MR0065  PID         -  MR0065
 MR0065  STATE/COUNTY-  WY/UINTA
 MR0065  USGS QUAD   -  CARTER (1964)
 MR0065
 MR0065                         *CURRENT SURVEY CONTROL
 MR0065  ___________________________________________________________________
 MR0065* NAD 83(1986)-  41 25 12.     (N)    110 24 04.     (W)     SCALED    
 MR0065* NAVD 88     -      2035.853  (meters)    6679.29   (feet)  ADJUSTED  
 MR0065  ___________________________________________________________________
 MR0065  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 MR0065  DYNAMIC HT  -        2034.088 (meters)    6673.50  (feet)  COMP
 MR0065  MODELED GRAV-     979,683.3   (mgal)                       NAVD 88
 MR0065
 MR0065  VERT ORDER  -  FIRST     CLASS II
 MR0065
 MR0065.The horizontal coordinates were scaled from a topographic map and have
 MR0065.an estimated accuracy of +/- 6 seconds.
 MR0065
 MR0065.The orthometric height was determined by differential leveling
 MR0065.and adjusted by the National Geodetic Survey in June 1991..
 MR0065
 MR0065.The geoid height was determined by GEOID03.
 MR0065
 MR0065.The dynamic height is computed by dividing the NAVD 88
 MR0065.geopotential number by the normal gravity value computed on the
 MR0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0065.degrees latitude (g = 980.6199 gals.).
 MR0065
 MR0065.The modeled gravity was interpolated from observed gravity values.
 MR0065
 MR0065;                    North         East    Units  Estimated Accuracy
 MR0065;SPC WY W     -   202,210.      773,440.      MT  (+/- 180 meters Scaled)
 MR0065
 MR0065                          SUPERSEDED SURVEY CONTROL
 MR0065
 MR0065  NGVD 29 (??/??/92) 2034.523  (m)         6674.93   (f) ADJ UNCH    1 2
 MR0065
 MR0065.Superseded values are not recommended for survey control.
 MR0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0065.See file dsdata.txt to determine how the superseded data were derived.
 MR0065
 MR0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL500855(NAD 83)
 MR0065_MARKER: DB = BENCH MARK DISK
 MR0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0065_SP_SET: CULVERT
 MR0065_STAMPING: H 135 1958
 MR0065_MARK LOGO: CGS   
 MR0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0065
 MR0065  HISTORY     - Date     Condition        Report By
 MR0065  HISTORY     - 1958     MONUMENTED       CGS
 MR0065  HISTORY     - 1983     GOOD             NGS
 MR0065
 MR0065                          STATION DESCRIPTION
 MR0065
 MR0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0065'2.05 MI SE FROM CARTER.
 MR0065'ABOUT 2.05 MILES SOUTHEAST ALONG STATE ROAD 135 FROM THE UNION PACIFIC
 MR0065'RAILROAD STATION AT CARTER, 18 FEET SOUTH OF THE CENTER LINE OF THE
 MR0065'ROAD, IN THE TOP AND CENTER OF THE SOUTH CONCRETE HEAD WALL OF AN 8 X
 MR0065'8 FOOT CULVERT, AND ABOUT LEVEL WITH THE ROAD.
 MR0065
 MR0065                          STATION RECOVERY (1983)
 MR0065
 MR0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0207 ***********************************************************************
 OX0207  DESIGNATION -  H 14
 OX0207  PID         -  OX0207
 OX0207  STATE/COUNTY-  WY/TETON
 OX0207  USGS QUAD   -  COLTER BAY (1968)
 OX0207
 OX0207                         *CURRENT SURVEY CONTROL
 OX0207  ___________________________________________________________________
 OX0207* NAD 83(1986)-  43 58 22.     (N)    110 39 11.     (W)     SCALED    
 OX0207* NAVD 88     -      2061.803  (meters)    6764.43   (feet)  POSTED    
 OX0207  ___________________________________________________________________
 OX0207  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 OX0207  DYNAMIC HT  -        2060.480 (meters)    6760.09  (feet)  COMP
 OX0207  MODELED GRAV-     979,903.0   (mgal)                       NAVD 88
 OX0207
 OX0207  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OX0207
 OX0207.The horizontal coordinates were scaled from a topographic map and have
 OX0207.an estimated accuracy of +/- 6 seconds.
 OX0207
 OX0207.The orthometric height was determined by differential leveling
 OX0207.and adjusted by the National Geodetic Survey in 1992..
 OX0207.No vertical observational check was made to the station.
 OX0207.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OX0207.was located on a no-check spur therefore a value was not computed.
 OX0207
 OX0207.The geoid height was determined by GEOID03.
 OX0207
 OX0207.The dynamic height is computed by dividing the NAVD 88
 OX0207.geopotential number by the normal gravity value computed on the
 OX0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0207.degrees latitude (g = 980.6199 gals.).
 OX0207
 OX0207.The modeled gravity was interpolated from observed gravity values.
 OX0207
 OX0207;                    North         East    Units  Estimated Accuracy
 OX0207;SPC WY W     -   485,880.      754,290.      MT  (+/- 180 meters Scaled)
 OX0207
 OX0207                          SUPERSEDED SURVEY CONTROL
 OX0207
 OX0207  NGVD 29 (??/??/92) 2060.551  (m)         6760.32   (f) ADJ UNCH    2 0
 OX0207
 OX0207.Superseded values are not recommended for survey control.
 OX0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0207.See file dsdata.txt to determine how the superseded data were derived.
 OX0207
 OX0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP278689(NAD 83)
 OX0207_MARKER: P = PIPE CAP
 OX0207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0207_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0207_STAMPING: 6758
 OX0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0207
 OX0207  HISTORY     - Date     Condition        Report By
 OX0207  HISTORY     - UNK      MONUMENTED       USGS
 OX0207  HISTORY     - 1934     MARK NOT FOUND   NGS
 OX0207
 OX0207                          STATION DESCRIPTION
 OX0207
 OX0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0207'10.4 MI N FROM MORAN.
 OX0207'10.4 MILES NORTH OF MORAN, TETON COUNTY, 1/4 MILE SOUTHWEST OF ARIZONA
 OX0207'RANGER STATION, 100 YARDS WEST OF A MOUND MARKING THE SITE OF AN OLD
 OX0207'FARMHOUSE, IN THE BOTTOM OF JACKSON LAKE, AND 150 FEET WEST OF THE
 OX0207'HIGHWATER LINE.  A U. S. GEOLOGICAL SURVEY STANDARD CAP STAMPED 6758
 OX0207'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0043 ***********************************************************************
 NR0043  DESIGNATION -  H 141
 NR0043  PID         -  NR0043
 NR0043  STATE/COUNTY-  WY/NATRONA
 NR0043  USGS QUAD   -  SHEEP CREEK (1960)
 NR0043
 NR0043                         *CURRENT SURVEY CONTROL
 NR0043  ___________________________________________________________________
 NR0043* NAD 83(1986)-  42 32 04.     (N)    106 19 42.     (W)     SCALED    
 NR0043* NAVD 88     -      1976.009  (meters)    6482.96   (feet)  ADJUSTED  
 NR0043  ___________________________________________________________________
 NR0043  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 NR0043  DYNAMIC HT  -        1974.593 (meters)    6478.31  (feet)  COMP
 NR0043  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 NR0043
 NR0043  VERT ORDER  -  SECOND    CLASS 0
 NR0043
 NR0043.The horizontal coordinates were scaled from a topographic map and have
 NR0043.an estimated accuracy of +/- 6 seconds.
 NR0043
 NR0043.The orthometric height was determined by differential leveling
 NR0043.and adjusted by the National Geodetic Survey in June 1991..
 NR0043
 NR0043.The geoid height was determined by GEOID03.
 NR0043
 NR0043.The dynamic height is computed by dividing the NAVD 88
 NR0043.geopotential number by the normal gravity value computed on the
 NR0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0043.degrees latitude (g = 980.6199 gals.).
 NR0043
 NR0043.The modeled gravity was interpolated from observed gravity values.
 NR0043
 NR0043;                    North         East    Units  Estimated Accuracy
 NR0043;SPC WYEC     -   326,430.      482,560.      MT  (+/- 180 meters Scaled)
 NR0043
 NR0043                          SUPERSEDED SURVEY CONTROL
 NR0043
 NR0043  NGVD 29 (??/??/92) 1975.016  (m)         6479.70   (f) ADJ UNCH    2 0
 NR0043
 NR0043.Superseded values are not recommended for survey control.
 NR0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0043.See file dsdata.txt to determine how the superseded data were derived.
 NR0043
 NR0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH909099(NAD 83)
 NR0043_MARKER: DB = BENCH MARK DISK
 NR0043_SETTING: 66 = SET IN ROCK OUTCROP
 NR0043_SP_SET: ROCK OUTCROP
 NR0043_STAMPING: H 141 1959
 NR0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0043+STABILITY: POSITION/ELEVATION WELL
 NR0043
 NR0043  HISTORY     - Date     Condition        Report By
 NR0043  HISTORY     - 1959     MONUMENTED       CGS
 NR0043
 NR0043                          STATION DESCRIPTION
 NR0043
 NR0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0043'35.5 MI S FROM CASPER.
 NR0043'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0043'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0043'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILES SOUTHEAST
 NR0043'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILES SOUTHEAST ALONG A PAVED
 NR0043'ROAD, THENCE ABOUT 10.7 MILES SOUTHEAST ALONG A DIRT ROAD, 28 FEET
 NR0043'NORTHEAST OF THE CENTER LINE OF THE ROAD, IN SECTION 29, R 79 W, T 30
 NR0043'N, IN THE TOP OF A ROCK OUTCROP, 176 FEET SOUTHEAST OF A CATTLE GUARD,
 NR0043'9 FEET NORTHEAST OF A FENCE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 NR0043'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0099 ***********************************************************************
 NR0099  DESIGNATION -  H 142
 NR0099  PID         -  NR0099
 NR0099  STATE/COUNTY-  WY/CARBON
 NR0099  USGS QUAD   -  SQUAW SPRING (1992)
 NR0099
 NR0099                         *CURRENT SURVEY CONTROL
 NR0099  ___________________________________________________________________
 NR0099* NAD 83(1986)-  42 22 51.     (N)    106 06 19.     (W)     SCALED    
 NR0099* NAVD 88     -      2178.905  (meters)    7148.62   (feet)  ADJUSTED  
 NR0099  ___________________________________________________________________
 NR0099  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 NR0099  DYNAMIC HT  -        2177.250 (meters)    7143.19  (feet)  COMP
 NR0099  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 NR0099
 NR0099  VERT ORDER  -  SECOND    CLASS 0
 NR0099
 NR0099.The horizontal coordinates were scaled from a topographic map and have
 NR0099.an estimated accuracy of +/- 6 seconds.
 NR0099
 NR0099.The orthometric height was determined by differential leveling
 NR0099.and adjusted by the National Geodetic Survey in June 1991..
 NR0099
 NR0099.The geoid height was determined by GEOID03.
 NR0099
 NR0099.The dynamic height is computed by dividing the NAVD 88
 NR0099.geopotential number by the normal gravity value computed on the
 NR0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0099.degrees latitude (g = 980.6199 gals.).
 NR0099
 NR0099.The modeled gravity was interpolated from observed gravity values.
 NR0099
 NR0099;                    North         East    Units  Estimated Accuracy
 NR0099;SPC WYEC     -   309,610.      501,130.      MT  (+/- 180 meters Scaled)
 NR0099
 NR0099                          SUPERSEDED SURVEY CONTROL
 NR0099
 NR0099  NGVD 29 (??/??/92) 2177.871  (m)         7145.23   (f) ADJ UNCH    2 0
 NR0099
 NR0099.Superseded values are not recommended for survey control.
 NR0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0099.See file dsdata.txt to determine how the superseded data were derived.
 NR0099
 NR0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG090926(NAD 83)
 NR0099_MARKER: DB = BENCH MARK DISK
 NR0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0099_STAMPING: H 142 1959
 NR0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0099+STABILITY: SURFACE MOTION
 NR0099
 NR0099  HISTORY     - Date     Condition        Report By
 NR0099  HISTORY     - 1959     MONUMENTED       CGS
 NR0099
 NR0099                          STATION DESCRIPTION
 NR0099
 NR0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0099'38.25 MI N FROM MEDICINE BOW.
 NR0099'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0099'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0099'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0099'ABOUT 19.15 MILES NORTHEAST ALONG A DIRT ROAD, 34 FEET NORTHEAST OF
 NR0099'THE CENTER LINE OF THE ROAD, IN SECTION 19, R 77 W, T 28 N, ABOUT 0.8
 NR0099'MILE NORTH OF HEWOODS RANCH, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP
 NR0099'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0343 ***********************************************************************
 NQ0343  DESIGNATION -  H 143
 NQ0343  PID         -  NQ0343
 NQ0343  STATE/COUNTY-  WY/PLATTE
 NQ0343  USGS QUAD   -  JOHNSON MOUNTAIN (1992)
 NQ0343
 NQ0343                         *CURRENT SURVEY CONTROL
 NQ0343  ___________________________________________________________________
 NQ0343* NAD 83(1986)-  42 08 48.     (N)    105 10 19.     (W)     SCALED    
 NQ0343* NAVD 88     -      1473.549  (meters)    4834.47   (feet)  ADJUSTED  
 NQ0343  ___________________________________________________________________
 NQ0343  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 NQ0343  DYNAMIC HT  -        1472.608 (meters)    4831.38  (feet)  COMP
 NQ0343  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 NQ0343
 NQ0343  VERT ORDER  -  SECOND    CLASS 0
 NQ0343
 NQ0343.The horizontal coordinates were scaled from a topographic map and have
 NQ0343.an estimated accuracy of +/- 6 seconds.
 NQ0343
 NQ0343.The orthometric height was determined by differential leveling
 NQ0343.and adjusted by the National Geodetic Survey in June 1991..
 NQ0343
 NQ0343.The geoid height was determined by GEOID03.
 NQ0343
 NQ0343.The dynamic height is computed by dividing the NAVD 88
 NQ0343.geopotential number by the normal gravity value computed on the
 NQ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0343.degrees latitude (g = 980.6199 gals.).
 NQ0343
 NQ0343.The modeled gravity was interpolated from observed gravity values.
 NQ0343
 NQ0343;                    North         East    Units  Estimated Accuracy
 NQ0343;SPC WY E     -   182,870.      199,560.      MT  (+/- 180 meters Scaled)
 NQ0343
 NQ0343                          SUPERSEDED SURVEY CONTROL
 NQ0343
 NQ0343  NGVD 29 (??/??/92) 1472.74   (m)         4831.8    (f) COMPUTED    2 0
 NQ0343
 NQ0343.Superseded values are not recommended for survey control.
 NQ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0343.See file dsdata.txt to determine how the superseded data were derived.
 NQ0343
 NQ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG857660(NAD 83)
 NQ0343_MARKER: DB = BENCH MARK DISK
 NQ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0343_STAMPING: H 143 1959
 NQ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0343+STABILITY: SURFACE MOTION
 NQ0343
 NQ0343  HISTORY     - Date     Condition        Report By
 NQ0343  HISTORY     - 1959     MONUMENTED       CGS
 NQ0343
 NQ0343                          STATION DESCRIPTION
 NQ0343
 NQ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0343'16.3 MI NW FROM WHEATLAND.
 NQ0343'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0343'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0343'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0343'A PAVED ROAD TO A FORKED ROAD JUNCTION WITH A DIRT ROAD LEADING
 NQ0343'NORTHWEST TO FLETCHER PARK AND A GRADED DIRT ROAD LEADING WEST
 NQ0343'TO THE STANLY WILSON RANCH, THENCE 0.35 MILE WEST ALONG A
 NQ0343'GRADED DIRT ROAD, NEAR THE CENTER OF THE SOUTH SIDE OF SECTION
 NQ0343'7, T 25 N, R 69 W, ABOUT 0.1 MILE SOUTH-SOUTHWEST OF AN ABANDONED
 NQ0343'SCHOOL HOUSE, 81 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT
 NQ0343'200 FEET SOUTHEAST OF THE FOOT OF A HILL, 118 FEET NORTH OF A
 NQ0343'FENCE, 2.0 FEET WEST OF A METAL WITNESS POST, AND IN THE TOP OF A
 NQ0343'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0368 ***********************************************************************
 NQ0368  DESIGNATION -  H 144
 NQ0368  PID         -  NQ0368
 NQ0368  STATE/COUNTY-  WY/ALBANY
 NQ0368  USGS QUAD   -  DAVIDSON FLATS (1992)
 NQ0368
 NQ0368                         *CURRENT SURVEY CONTROL
 NQ0368  ___________________________________________________________________
 NQ0368* NAD 83(1986)-  42 06 52.     (N)    105 28 52.     (W)     SCALED    
 NQ0368* NAVD 88     -      2189.313  (meters)    7182.77   (feet)  ADJUSTED  
 NQ0368  ___________________________________________________________________
 NQ0368  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 NQ0368  DYNAMIC HT  -        2187.665 (meters)    7177.36  (feet)  COMP
 NQ0368  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 NQ0368
 NQ0368  VERT ORDER  -  SECOND    CLASS 0
 NQ0368
 NQ0368.The horizontal coordinates were scaled from a topographic map and have
 NQ0368.an estimated accuracy of +/- 6 seconds.
 NQ0368
 NQ0368.The orthometric height was determined by differential leveling
 NQ0368.and adjusted by the National Geodetic Survey in June 1991..
 NQ0368
 NQ0368.The geoid height was determined by GEOID03.
 NQ0368
 NQ0368.The dynamic height is computed by dividing the NAVD 88
 NQ0368.geopotential number by the normal gravity value computed on the
 NQ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0368.degrees latitude (g = 980.6199 gals.).
 NQ0368
 NQ0368.The modeled gravity was interpolated from observed gravity values.
 NQ0368
 NQ0368;                    North         East    Units  Estimated Accuracy
 NQ0368;SPC WY E     -   179,340.      174,000.      MT  (+/- 180 meters Scaled)
 NQ0368
 NQ0368                          SUPERSEDED SURVEY CONTROL
 NQ0368
 NQ0368  NGVD 29 (??/??/92) 2188.370  (m)         7179.68   (f) ADJ UNCH    2 0
 NQ0368
 NQ0368.Superseded values are not recommended for survey control.
 NQ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0368.See file dsdata.txt to determine how the superseded data were derived.
 NQ0368
 NQ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG602625(NAD 83)
 NQ0368_MARKER: DB = BENCH MARK DISK
 NQ0368_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0368_SP_SET: ROCK OUTCROP
 NQ0368_STAMPING: H 144 1959
 NQ0368_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0368+STABILITY: POSITION/ELEVATION WELL
 NQ0368
 NQ0368  HISTORY     - Date     Condition        Report By
 NQ0368  HISTORY     - 1959     MONUMENTED       CGS
 NQ0368
 NQ0368                          STATION DESCRIPTION
 NQ0368
 NQ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0368'10 MI E FROM GARRETT.
 NQ0368'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0368'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG A
 NQ0368'GRADED DIRT ROAD, THENCE ABOUT 3.55 MILES NORTHEAST ALONG A
 NQ0368'TRACK ROAD TO THE JUNCTION OF A TRACK ROAD IN THE BOTTOM OF A
 NQ0368'DRAW, THENCE ABOUT 2.95 MILES SOUTHEAST ALONG A TRACK ROAD,
 NQ0368'AT THE JUNCTION WITH A TRACK ROAD LEADING NORTH-NORTHEAST, IN
 NQ0368'THE NORTHEAST 1/4 OF SECTION 28, T 25 N, R 72 W, 119 FEET WEST
 NQ0368'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE EAST SIDE OF
 NQ0368'A SMALL ROCK OUTCROP PROJECTING 1 FOOT, ON THE NORTHWEST SLOPE
 NQ0368'OF A HILL, 4 FEET NORTH OF A FENCE, AND ABOUT 10 FEET BELOW
 NQ0368'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0392 ***********************************************************************
 NQ0392  DESIGNATION -  H 145
 NQ0392  PID         -  NQ0392
 NQ0392  STATE/COUNTY-  WY/ALBANY
 NQ0392  USGS QUAD   -  ROGERS CREEK (1968)
 NQ0392
 NQ0392                         *CURRENT SURVEY CONTROL
 NQ0392  ___________________________________________________________________
 NQ0392* NAD 83(1986)-  42 10 37.     (N)    105 48 24.     (W)     SCALED    
 NQ0392* NAVD 88     -      2168.344  (meters)    7113.98   (feet)  ADJUSTED  
 NQ0392  ___________________________________________________________________
 NQ0392  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 NQ0392  DYNAMIC HT  -        2166.662 (meters)    7108.46  (feet)  COMP
 NQ0392  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 NQ0392
 NQ0392  VERT ORDER  -  SECOND    CLASS 0
 NQ0392
 NQ0392.The horizontal coordinates were scaled from a topographic map and have
 NQ0392.an estimated accuracy of +/- 6 seconds.
 NQ0392
 NQ0392.The orthometric height was determined by differential leveling
 NQ0392.and adjusted by the National Geodetic Survey in June 1991..
 NQ0392
 NQ0392.The geoid height was determined by GEOID03.
 NQ0392
 NQ0392.The dynamic height is computed by dividing the NAVD 88
 NQ0392.geopotential number by the normal gravity value computed on the
 NQ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0392.degrees latitude (g = 980.6199 gals.).
 NQ0392
 NQ0392.The modeled gravity was interpolated from observed gravity values.
 NQ0392
 NQ0392;                    North         East    Units  Estimated Accuracy
 NQ0392;SPC WY E     -   186,430.      147,130.      MT  (+/- 180 meters Scaled)
 NQ0392
 NQ0392                          SUPERSEDED SURVEY CONTROL
 NQ0392
 NQ0392  NGVD 29 (??/??/92) 2167.328  (m)         7110.64   (f) ADJ UNCH    2 0
 NQ0392
 NQ0392.Superseded values are not recommended for survey control.
 NQ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0392.See file dsdata.txt to determine how the superseded data were derived.
 NQ0392
 NQ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG333697(NAD 83)
 NQ0392_MARKER: DB = BENCH MARK DISK
 NQ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0392_STAMPING: H 145 1959
 NQ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0392+STABILITY: SURFACE MOTION
 NQ0392
 NQ0392  HISTORY     - Date     Condition        Report By
 NQ0392  HISTORY     - 1959     MONUMENTED       CGS
 NQ0392
 NQ0392                          STATION DESCRIPTION
 NQ0392
 NQ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0392'14.2 MI NW FROM GARRETT.
 NQ0392'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE
 NQ0392'OLD POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST
 NQ0392'ALONG A GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE
 NQ0392'ABOUT 0.6 MILE SOUTH ALONG THE OLD FORT FETTERMAN ROAD WHICH
 NQ0392'IS COUNTY ROAD 61, THENCE ABOUT 5.0 MILES NORTHWEST ALONG A
 NQ0392'GRADED DIRT ROAD WHICH IS COUNTY ROAD 64, ON THE NORTH SLOPE OF A
 NQ0392'HILL, IN THE NORTHWEST 1/4 OF SECTION 2, T 25 N, R 75 W, 70
 NQ0392'FEET EAST OF THE CENTER LINE OF THE ROAD, 108 YARDS SOUTH OF
 NQ0392'THE INTERSECTION OF A TRACK ROAD, 2.0 FEET NORTHEAST OF A METAL
 NQ0392'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 NQ0392'CONCRETE POST PROJECTING 7 INCHES.  NOTE-- THIS MARK APPEARS
 NQ0392'TO HAVE BEEN STEPPED ON BY A COW BEFORE THE CONCRETE HAD SETUP.
 NQ0392'THE ROD WAS HELD ON THE HIGH PINT OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0416 ***********************************************************************
 NQ0416  DESIGNATION -  H 146
 NQ0416  PID         -  NQ0416
 NQ0416  STATE/COUNTY-  WY/ALBANY
 NQ0416  USGS QUAD   -  ROCK CREEK (1992)
 NQ0416
 NQ0416                         *CURRENT SURVEY CONTROL
 NQ0416  ___________________________________________________________________
 NQ0416* NAD 83(1986)-  42 22 59.     (N)    105 58 22.     (W)     SCALED    
 NQ0416* NAVD 88     -      2252.173  (meters)    7389.00   (feet)  ADJUSTED  
 NQ0416  ___________________________________________________________________
 NQ0416  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 NQ0416  DYNAMIC HT  -        2250.434 (meters)    7383.30  (feet)  COMP
 NQ0416  MODELED GRAV-     979,767.0   (mgal)                       NAVD 88
 NQ0416
 NQ0416  VERT ORDER  -  SECOND    CLASS 0
 NQ0416
 NQ0416.The horizontal coordinates were scaled from a topographic map and have
 NQ0416.an estimated accuracy of +/- 6 seconds.
 NQ0416
 NQ0416.The orthometric height was determined by differential leveling
 NQ0416.and adjusted by the National Geodetic Survey in June 1991..
 NQ0416
 NQ0416.The geoid height was determined by GEOID03.
 NQ0416
 NQ0416.The dynamic height is computed by dividing the NAVD 88
 NQ0416.geopotential number by the normal gravity value computed on the
 NQ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0416.degrees latitude (g = 980.6199 gals.).
 NQ0416
 NQ0416.The modeled gravity was interpolated from observed gravity values.
 NQ0416
 NQ0416;                    North         East    Units  Estimated Accuracy
 NQ0416;SPC WY E     -   209,440.      133,620.      MT  (+/- 180 meters Scaled)
 NQ0416
 NQ0416                          SUPERSEDED SURVEY CONTROL
 NQ0416
 NQ0416  NGVD 29 (??/??/92) 2251.116  (m)         7385.54   (f) ADJ UNCH    2 0
 NQ0416
 NQ0416.Superseded values are not recommended for survey control.
 NQ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0416.See file dsdata.txt to determine how the superseded data were derived.
 NQ0416
 NQ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG199927(NAD 83)
 NQ0416_MARKER: DB = BENCH MARK DISK
 NQ0416_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0416_SP_SET: ROCK OUTCROP
 NQ0416_STAMPING: H 146 1959
 NQ0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0416+STABILITY: POSITION/ELEVATION WELL
 NQ0416
 NQ0416  HISTORY     - Date     Condition        Report By
 NQ0416  HISTORY     - 1959     MONUMENTED       CGS
 NQ0416
 NQ0416                          STATION DESCRIPTION
 NQ0416
 NQ0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0416'0.3 MI E FROM LITTLE MEDICINE.
 NQ0416'ABOUT 0.3 MILE EAST ALONG A TRACK ROAD FROM THE RANCH BUILDINGS
 NQ0416'AT LITTLE MEDICINE, ON THE CREST OF A HILL OVERLOOKING LITTLE
 NQ0416'MEDICINE, 44 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN
 NQ0416'THE TOP OF A PYRAMIDAL SHAPED ROCK OUTCROP PROJECTING 17 INCHES,
 NQ0416'NEAR THE CENTER OF SECTION 20, T 28 N, R 76 W, AND 222 FEET
 NQ0416'SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0342 ***********************************************************************
 MP0342  DESIGNATION -  H 15
 MP0342  PID         -  MP0342
 MP0342  STATE/COUNTY-  WY/CARBON
 MP0342  USGS QUAD   -  BAGGS (1982)
 MP0342
 MP0342                         *CURRENT SURVEY CONTROL
 MP0342  ___________________________________________________________________
 MP0342* NAD 83(1986)-  41 03 39.     (N)    107 38 27.     (W)     SCALED    
 MP0342* NAVD 88     -      1919.003  (meters)    6295.93   (feet)  ADJUSTED  
 MP0342  ___________________________________________________________________
 MP0342  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MP0342  DYNAMIC HT  -        1917.274 (meters)    6290.26  (feet)  COMP
 MP0342  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 MP0342
 MP0342  VERT ORDER  -  FIRST     CLASS II
 MP0342
 MP0342.The horizontal coordinates were scaled from a topographic map and have
 MP0342.an estimated accuracy of +/- 6 seconds.
 MP0342
 MP0342.The orthometric height was determined by differential leveling
 MP0342.and adjusted by the National Geodetic Survey in June 1991..
 MP0342
 MP0342.The geoid height was determined by GEOID03.
 MP0342
 MP0342.The dynamic height is computed by dividing the NAVD 88
 MP0342.geopotential number by the normal gravity value computed on the
 MP0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0342.degrees latitude (g = 980.6199 gals.).
 MP0342
 MP0342.The modeled gravity was interpolated from observed gravity values.
 MP0342
 MP0342;                    North         East    Units  Estimated Accuracy
 MP0342;SPC WYEC     -   162,320.      374,150.      MT  (+/- 180 meters Scaled)
 MP0342
 MP0342                          SUPERSEDED SURVEY CONTROL
 MP0342
 MP0342  NGVD 29 (??/??/92) 1917.807  (m)         6292.01   (f) ADJ UNCH    1 2
 MP0342
 MP0342.Superseded values are not recommended for survey control.
 MP0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0342.See file dsdata.txt to determine how the superseded data were derived.
 MP0342
 MP0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF780488(NAD 83)
 MP0342_MARKER: DB = BENCH MARK DISK
 MP0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0342_STAMPING: H 15 1933
 MP0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0342+STABILITY: SURFACE MOTION
 MP0342
 MP0342  HISTORY     - Date     Condition        Report By
 MP0342  HISTORY     - 1933     MONUMENTED       CGS
 MP0342  HISTORY     - 1978     MARK NOT FOUND   USGS
 MP0342
 MP0342                          STATION DESCRIPTION
 MP0342
 MP0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0342'2.0 MI N FROM BAGGS.
 MP0342'ABOUT 2.0 MILES NORTH OF ALONG THE STATE HIGHWAY 789 FROM BAGGS,
 MP0342'CARBON COUNTY, AT A FARM ROAD EAST, 250 FEET NORTH OF A BRIDGE OVER A
 MP0342'DRY WASH, 56 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 120
 MP0342'FEET SOUTH OF A PIPE-LINE CROSSING, AND 18 FEET SOUTH OF THE FARM
 MP0342'ROAD.  A STANDARD DISK, STAMPED H 15 1933 AND SET IN THE TOP OF A
 MP0342'CONCRETE POST.
 MP0342
 MP0342                          STATION RECOVERY (1978)
 MP0342
 MP0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MP0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0088 ***********************************************************************
 MO0088  DESIGNATION -  H 150
 MO0088  PID         -  MO0088
 MO0088  STATE/COUNTY-  WY/LARAMIE
 MO0088  USGS QUAD   -  PINE BLUFFS (1992)
 MO0088
 MO0088                         *CURRENT SURVEY CONTROL
 MO0088  ___________________________________________________________________
 MO0088* NAD 83(1986)-  41 12 54.     (N)    104 04 43.     (W)     SCALED    
 MO0088* NAVD 88     -      1551.197  (meters)    5089.22   (feet)  ADJUSTED  
 MO0088  ___________________________________________________________________
 MO0088  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 MO0088  DYNAMIC HT  -        1549.988 (meters)    5085.25  (feet)  COMP
 MO0088  MODELED GRAV-     979,790.0   (mgal)                       NAVD 88
 MO0088
 MO0088  VERT ORDER  -  SECOND    CLASS 0
 MO0088
 MO0088.The horizontal coordinates were scaled from a topographic map and have
 MO0088.an estimated accuracy of +/- 6 seconds.
 MO0088
 MO0088.The orthometric height was determined by differential leveling
 MO0088.and adjusted by the National Geodetic Survey in June 1991..
 MO0088
 MO0088.The geoid height was determined by GEOID03.
 MO0088
 MO0088.The dynamic height is computed by dividing the NAVD 88
 MO0088.geopotential number by the normal gravity value computed on the
 MO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0088.degrees latitude (g = 980.6199 gals.).
 MO0088
 MO0088.The modeled gravity was interpolated from observed gravity values.
 MO0088
 MO0088;                    North         East    Units  Estimated Accuracy
 MO0088;SPC WY E     -    79,970.      291,240.      MT  (+/- 180 meters Scaled)
 MO0088
 MO0088                          SUPERSEDED SURVEY CONTROL
 MO0088
 MO0088  NGVD 29 (??/??/92) 1550.393  (m)         5086.58   (f) ADJ UNCH    2 0
 MO0088
 MO0088.Superseded values are not recommended for survey control.
 MO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0088.See file dsdata.txt to determine how the superseded data were derived.
 MO0088
 MO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF772630(NAD 83)
 MO0088_MARKER: DB = BENCH MARK DISK
 MO0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0088_STAMPING: H 150 1960
 MO0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0088+STABILITY: SURFACE MOTION
 MO0088
 MO0088  HISTORY     - Date     Condition        Report By
 MO0088  HISTORY     - 1960     MONUMENTED       CGS
 MO0088
 MO0088                          STATION DESCRIPTION
 MO0088
 MO0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MO0088'2 MI N FROM PINE BLUFFS.
 MO0088'0.1 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE RAILROAD DEPOT
 MO0088'AT PINE BLUFFS, WYOMING, THENCE 0.1 MILE NORTH ON WYOMING
 MO0088'SECONDARY HIGHWAY 1104, THENCE 0.6 MILE WEST ON SAME ROAD, THENCE
 MO0088'2.0 MILES NORTH ON SAME ROAD.  3 POWER POLES EAST OF THE
 MO0088'HIGWAY, 71 FEET NORTH OF CENTER OF ROAD, 4 FEET WEST OF POWER
 MO0088'POLE, 3 FEET SOUTH OF FENCE, 2 FEET EAST OF A WITNESS POST,
 MO0088'SET IN THE TOP OF A CONCRETE POST ABOUT 2 FEET ABOVE THE
 MO0088'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0058 ***********************************************************************
 MQ0058  DESIGNATION -  H 151
 MQ0058  PID         -  MQ0058
 MQ0058  STATE/COUNTY-  WY/SWEETWATER
 MQ0058  USGS QUAD   -  ERICKSON-KENT RANCH (1978)
 MQ0058
 MQ0058                         *CURRENT SURVEY CONTROL
 MQ0058  ___________________________________________________________________
 MQ0058* NAD 83(1986)-  41 08 44.     (N)    108 48 40.     (W)     SCALED    
 MQ0058* NAVD 88     -      2231.663  (meters)    7321.71   (feet)  ADJUSTED  
 MQ0058  ___________________________________________________________________
 MQ0058  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 MQ0058  DYNAMIC HT  -        2229.567 (meters)    7314.84  (feet)  COMP
 MQ0058  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 MQ0058
 MQ0058  VERT ORDER  -  SECOND    CLASS 0
 MQ0058
 MQ0058.The horizontal coordinates were scaled from a topographic map and have
 MQ0058.an estimated accuracy of +/- 6 seconds.
 MQ0058
 MQ0058.The orthometric height was determined by differential leveling
 MQ0058.and adjusted by the National Geodetic Survey in June 1991..
 MQ0058
 MQ0058.The geoid height was determined by GEOID03.
 MQ0058
 MQ0058.The dynamic height is computed by dividing the NAVD 88
 MQ0058.geopotential number by the normal gravity value computed on the
 MQ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0058.degrees latitude (g = 980.6199 gals.).
 MQ0058
 MQ0058.The modeled gravity was interpolated from observed gravity values.
 MQ0058
 MQ0058;                    North         East    Units  Estimated Accuracy
 MQ0058;SPC WYWC     -    71,690.      594,870.      MT  (+/- 180 meters Scaled)
 MQ0058
 MQ0058                          SUPERSEDED SURVEY CONTROL
 MQ0058
 MQ0058  NGVD 29 (??/??/92) 2230.260  (m)         7317.11   (f) ADJ UNCH    2 0
 MQ0058
 MQ0058.Superseded values are not recommended for survey control.
 MQ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0058.See file dsdata.txt to determine how the superseded data were derived.
 MQ0058
 MQ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL836572(NAD 83)
 MQ0058_MARKER: DB = BENCH MARK DISK
 MQ0058_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0058_SP_SET: OUTCROP
 MQ0058_STAMPING: H 151 1962
 MQ0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0058+STABILITY: POSITION/ELEVATION WELL
 MQ0058
 MQ0058  HISTORY     - Date     Condition        Report By
 MQ0058  HISTORY     - 1962     MONUMENTED       CGS
 MQ0058  HISTORY     - 20011003 MARK NOT FOUND   WYHD
 MQ0058
 MQ0058                          STATION DESCRIPTION
 MQ0058
 MQ0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0058'44.0 MI SE FROM ROCK SPRINGS.
 MQ0058'44.0 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0058'ROCK SPRINGS, IN THE TOP OF AN OUTCROP ON THE WEST SLOPE OF A HILL,
 MQ0058'259 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 144 FEET EAST OF A
 MQ0058'WITNESS POST, AND ABOUT 12 FEET HIGHER THAN THE HIGHWAY.
 MQ0058
 MQ0058                          STATION RECOVERY (2001)
 MQ0058
 MQ0058'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0037 ***********************************************************************
 MQ0037  DESIGNATION -  H 152
 MQ0037  PID         -  MQ0037
 MQ0037  STATE/COUNTY-  WY/SWEETWATER
 MQ0037  USGS QUAD   -  CAMEL ROCK (1976)
 MQ0037
 MQ0037                         *CURRENT SURVEY CONTROL
 MQ0037  ___________________________________________________________________
 MQ0037* NAD 83(1986)-  41 23 09.     (N)    108 55 54.     (W)     SCALED    
 MQ0037* NAVD 88     -      2044.366  (meters)    6707.22   (feet)  ADJUSTED  
 MQ0037  ___________________________________________________________________
 MQ0037  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 MQ0037  DYNAMIC HT  -        2042.544 (meters)    6701.25  (feet)  COMP
 MQ0037  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 MQ0037
 MQ0037  VERT ORDER  -  SECOND    CLASS 0
 MQ0037
 MQ0037.The horizontal coordinates were scaled from a topographic map and have
 MQ0037.an estimated accuracy of +/- 6 seconds.
 MQ0037
 MQ0037.The orthometric height was determined by differential leveling
 MQ0037.and adjusted by the National Geodetic Survey in June 1991..
 MQ0037
 MQ0037.The geoid height was determined by GEOID03.
 MQ0037
 MQ0037.The dynamic height is computed by dividing the NAVD 88
 MQ0037.geopotential number by the normal gravity value computed on the
 MQ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0037.degrees latitude (g = 980.6199 gals.).
 MQ0037
 MQ0037.The modeled gravity was interpolated from observed gravity values.
 MQ0037
 MQ0037;                    North         East    Units  Estimated Accuracy
 MQ0037;SPC WYWC     -    98,380.      584,810.      MT  (+/- 180 meters Scaled)
 MQ0037
 MQ0037                          SUPERSEDED SURVEY CONTROL
 MQ0037
 MQ0037  NGVD 29 (??/??/92) 2043.012  (m)         6702.78   (f) ADJ UNCH    2 0
 MQ0037
 MQ0037.Superseded values are not recommended for survey control.
 MQ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0037.See file dsdata.txt to determine how the superseded data were derived.
 MQ0037
 MQ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL729836(NAD 83)
 MQ0037_MARKER: DB = BENCH MARK DISK
 MQ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0037_STAMPING: H 152 1962
 MQ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0037+STABILITY: SURFACE MOTION
 MQ0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0037+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0037
 MQ0037  HISTORY     - Date     Condition        Report By
 MQ0037  HISTORY     - 1962     MONUMENTED       CGS
 MQ0037  HISTORY     - 20011003 GOOD             WYHD
 MQ0037
 MQ0037                          STATION DESCRIPTION
 MQ0037
 MQ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0037'23.0 MI SE FROM ROCK SPRINGS.
 MQ0037'23.0 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0037'ROCK SPRINGS, AT THE SOUTH END OF A SMALL CUT, 65 FEET WEST OF THE
 MQ0037'CENTER LINE OF THE HIGHWAY, 1.8 FEET SOUTH OF A WITNESS POST ABOUT 1
 MQ0037'1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MQ0037'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MQ0037
 MQ0037                          STATION RECOVERY (2001)
 MQ0037
 MQ0037'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0184 ***********************************************************************
 MR0184  DESIGNATION -  H 153
 MR0184  PID         -  MR0184
 MR0184  STATE/COUNTY-  WY/UINTA
 MR0184  USGS QUAD   -  MYERS RESERVOIR (1965)
 MR0184
 MR0184                         *CURRENT SURVEY CONTROL
 MR0184  ___________________________________________________________________
 MR0184* NAD 83(1986)-  41 02 07.     (N)    110 58 05.     (W)     SCALED    
 MR0184* NAVD 88     -      2211.493  (meters)    7255.54   (feet)  ADJUSTED  
 MR0184  ___________________________________________________________________
 MR0184  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MR0184  DYNAMIC HT  -        2209.338 (meters)    7248.47  (feet)  COMP
 MR0184  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 MR0184
 MR0184  VERT ORDER  -  SECOND    CLASS 0
 MR0184
 MR0184.The horizontal coordinates were scaled from a topographic map and have
 MR0184.an estimated accuracy of +/- 6 seconds.
 MR0184
 MR0184.The orthometric height was determined by differential leveling
 MR0184.and adjusted by the National Geodetic Survey in June 1991..
 MR0184
 MR0184.The geoid height was determined by GEOID03.
 MR0184
 MR0184.The dynamic height is computed by dividing the NAVD 88
 MR0184.geopotential number by the normal gravity value computed on the
 MR0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0184.degrees latitude (g = 980.6199 gals.).
 MR0184
 MR0184.The modeled gravity was interpolated from observed gravity values.
 MR0184
 MR0184;                    North         East    Units  Estimated Accuracy
 MR0184;SPC WY W     -   159,820.      725,610.      MT  (+/- 180 meters Scaled)
 MR0184
 MR0184                          SUPERSEDED SURVEY CONTROL
 MR0184
 MR0184  NGVD 29 (??/??/92) 2210.045  (m)         7250.79   (f) ADJ UNCH    2 0
 MR0184
 MR0184.Superseded values are not recommended for survey control.
 MR0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0184.See file dsdata.txt to determine how the superseded data were derived.
 MR0184
 MR0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL026426(NAD 83)
 MR0184_MARKER: DB = BENCH MARK DISK
 MR0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0184_STAMPING: H 153 1962
 MR0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0184+STABILITY: SURFACE MOTION
 MR0184
 MR0184  HISTORY     - Date     Condition        Report By
 MR0184  HISTORY     - 1962     MONUMENTED       CGS
 MR0184
 MR0184                          STATION DESCRIPTION
 MR0184
 MR0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0184'24.4 MI S FROM EVANSTON.
 MR0184'19.8 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0184'OF U.S. HIGHWAY 189 AT EVANSTON, THENCE 4.6 MILES WEST ALONG A DIRT
 MR0184'ROAD, 28 FEET NORTH OF THE NORTH CORNER OF A WOODEN BRIDGE OVER A
 MR0184'WASH, 28 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 MR0184'SOUTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT
 MR0184'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MR0184'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0132 ***********************************************************************
 PY0132  DESIGNATION -  H 157
 PY0132  PID         -  PY0132
 PY0132  STATE/COUNTY-  WY/PARK
 PY0132  USGS QUAD   -  MAMMOTH (1986)
 PY0132
 PY0132                         *CURRENT SURVEY CONTROL
 PY0132  ___________________________________________________________________
 PY0132* NAD 83(1986)-  44 56 21.     (N)    110 43 11.     (W)     SCALED    
 PY0132* NAVD 88     -      2158.806  (meters)    7082.68   (feet)  ADJUSTED  
 PY0132  ___________________________________________________________________
 PY0132  GEOID HEIGHT-          -8.51  (meters)                     GEOID03
 PY0132  DYNAMIC HT  -        2157.589 (meters)    7078.69  (feet)  COMP
 PY0132  MODELED GRAV-     979,975.6   (mgal)                       NAVD 88
 PY0132
 PY0132  VERT ORDER  -  FIRST     CLASS II
 PY0132
 PY0132.The horizontal coordinates were scaled from a topographic map and have
 PY0132.an estimated accuracy of +/- 6 seconds.
 PY0132
 PY0132.The orthometric height was determined by differential leveling
 PY0132.and adjusted by the National Geodetic Survey in June 1991..
 PY0132
 PY0132.The geoid height was determined by GEOID03.
 PY0132
 PY0132.The dynamic height is computed by dividing the NAVD 88
 PY0132.geopotential number by the normal gravity value computed on the
 PY0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0132.degrees latitude (g = 980.6199 gals.).
 PY0132
 PY0132.The modeled gravity was interpolated from observed gravity values.
 PY0132
 PY0132;                    North         East    Units  Estimated Accuracy
 PY0132;SPC WYWC     -   494,990.      444,540.      MT  (+/- 180 meters Scaled)
 PY0132
 PY0132                          SUPERSEDED SURVEY CONTROL
 PY0132
 PY0132  NGVD 29 (08/20/92) 2157.524  (m)         7078.48   (f) ADJUSTED    1 2
 PY0132
 PY0132.Superseded values are not recommended for survey control.
 PY0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0132.See file dsdata.txt to determine how the superseded data were derived.
 PY0132
 PY0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ221762(NAD 83)
 PY0132_MARKER: DB = BENCH MARK DISK
 PY0132_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PY0132_SP_SET: UNSPECIFIED ROCK
 PY0132_STAMPING: H 157 1960
 PY0132_MARK LOGO: CGS   
 PY0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0132
 PY0132  HISTORY     - Date     Condition        Report By
 PY0132  HISTORY     - 1960     MONUMENTED       CGS
 PY0132  HISTORY     - 1983     GOOD             NGS
 PY0132  HISTORY     - 1987     GOOD             NGS
 PY0132
 PY0132                          STATION DESCRIPTION
 PY0132
 PY0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0132'4.25 MI S FROM MAMMOTH HOT SPRINGS.
 PY0132'ABOUT 4.25 MILES SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0132'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, 0.4 MILE SOUTH OF
 PY0132'SILVER GATE, NEAR THE NORTH END OF A S CURVE, SET IN THE TOP OF A
 PY0132'LARGE ROCK OUTCROP WHICH PROJECTS 18 INCHES ON THE SOUTH SIDE, 42 FEET
 PY0132'EAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTHWEST OF A 6 FEET
 PY0132'TALL PYRAMIDAL SHAPED BOULDER, 37 YARDS SOUTH OF THE SOUTH END OF A
 PY0132'DEEP FILL, AND ABOUT 5 1/2 FEET BELOW THE HIGHWAY.
 PY0132
 PY0132                          STATION RECOVERY (1983)
 PY0132
 PY0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0132'RECOVERED IN GOOD CONDITION.
 PY0132
 PY0132                          STATION RECOVERY (1987)
 PY0132
 PY0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0099 ***********************************************************************
 PY0099  DESIGNATION -  H 158
 PY0099  PID         -  PY0099
 PY0099  STATE/COUNTY-  WY/PARK
 PY0099  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0099
 PY0099                         *CURRENT SURVEY CONTROL
 PY0099  ___________________________________________________________________
 PY0099* NAD 83(1986)-  44 40 04.     (N)    110 44 45.     (W)     SCALED    
 PY0099* NAVD 88     -      2210.710  (meters)    7252.97   (feet)  ADJUSTED  
 PY0099  ___________________________________________________________________
 PY0099  GEOID HEIGHT-          -8.71  (meters)                     GEOID03
 PY0099  DYNAMIC HT  -        2209.340 (meters)    7248.48  (feet)  COMP
 PY0099  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 PY0099
 PY0099  VERT ORDER  -  FIRST     CLASS II
 PY0099
 PY0099.The horizontal coordinates were scaled from a topographic map and have
 PY0099.an estimated accuracy of +/- 6 seconds.
 PY0099
 PY0099.The orthometric height was determined by differential leveling
 PY0099.and adjusted by the National Geodetic Survey in June 1991..
 PY0099
 PY0099.The geoid height was determined by GEOID03.
 PY0099
 PY0099.The dynamic height is computed by dividing the NAVD 88
 PY0099.geopotential number by the normal gravity value computed on the
 PY0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0099.degrees latitude (g = 980.6199 gals.).
 PY0099
 PY0099.The modeled gravity was interpolated from observed gravity values.
 PY0099
 PY0099;                    North         East    Units  Estimated Accuracy
 PY0099;SPC WYWC     -   464,890.      441,740.      MT  (+/- 180 meters Scaled)
 PY0099
 PY0099                          SUPERSEDED SURVEY CONTROL
 PY0099
 PY0099  NGVD 29 (08/20/92) 2209.375  (m)         7248.59   (f) ADJUSTED    1 2
 PY0099
 PY0099.Superseded values are not recommended for survey control.
 PY0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0099.See file dsdata.txt to determine how the superseded data were derived.
 PY0099
 PY0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ201460(NAD 83)
 PY0099_MARKER: DB = BENCH MARK DISK
 PY0099_SETTING: 66 = SET IN ROCK OUTCROP
 PY0099_SP_SET: BEDROCK
 PY0099_STAMPING: H 158 1960
 PY0099_MARK LOGO: CGS   
 PY0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0099
 PY0099  HISTORY     - Date     Condition        Report By
 PY0099  HISTORY     - 1960     MONUMENTED       CGS
 PY0099  HISTORY     - 1983     GOOD             NGS
 PY0099  HISTORY     - 1987     GOOD             NGS
 PY0099
 PY0099                          STATION DESCRIPTION
 PY0099
 PY0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0099'5.45 MI SW FROM NORRIS.
 PY0099'ABOUT 5.45 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0099'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, NEAR THE SOUTHEAST END OF
 PY0099'A STONE AND CONCRETE HIGHWAY BRIDGE OVER THE GIBBON RIVER, IN THE TOP
 PY0099'OF A TRIANGULAR SHAPED BOULDER WHICH PROJECTS 8 INCHES ABOVE THE
 PY0099'GROUND, 25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET EAST OF
 PY0099'THE SOUTH END OF THE SOUTHEAST WINGWALL OF THE BRIDGE, AND ABOUT 1
 PY0099'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 PY0099
 PY0099                          STATION RECOVERY (1983)
 PY0099
 PY0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0099'RECOVERED IN GOOD CONDITION.
 PY0099
 PY0099                          STATION RECOVERY (1987)
 PY0099
 PY0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0053 ***********************************************************************
 PX0053  DESIGNATION -  H 159
 PX0053  PID         -  PX0053
 PX0053  STATE/COUNTY-  WY/BIG HORN
 PX0053  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0053
 PX0053                         *CURRENT SURVEY CONTROL
 PX0053  ___________________________________________________________________
 PX0053* NAD 83(1986)-  44 29 19.     (N)    108 02 45.     (W)     SCALED    
 PX0053* NAVD 88     -      1162.685  (meters)    3814.58   (feet)  ADJUSTED  
 PX0053  ___________________________________________________________________
 PX0053  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 PX0053  DYNAMIC HT  -        1162.227 (meters)    3813.07  (feet)  COMP
 PX0053  MODELED GRAV-     980,184.5   (mgal)                       NAVD 88
 PX0053
 PX0053  VERT ORDER  -  SECOND    CLASS 0
 PX0053
 PX0053.The horizontal coordinates were scaled from a topographic map and have
 PX0053.an estimated accuracy of +/- 6 seconds.
 PX0053
 PX0053.The orthometric height was determined by differential leveling
 PX0053.and adjusted by the National Geodetic Survey in June 1991..
 PX0053
 PX0053.The geoid height was determined by GEOID03.
 PX0053
 PX0053.The dynamic height is computed by dividing the NAVD 88
 PX0053.geopotential number by the normal gravity value computed on the
 PX0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0053.degrees latitude (g = 980.6199 gals.).
 PX0053
 PX0053.The modeled gravity was interpolated from observed gravity values.
 PX0053
 PX0053;                    North         East    Units  Estimated Accuracy
 PX0053;SPC WYEC     -   543,290.      343,330.      MT  (+/- 180 meters Scaled)
 PX0053
 PX0053                          SUPERSEDED SURVEY CONTROL
 PX0053
 PX0053  NGVD 29 (??/??/92) 1161.896  (m)         3811.99   (f) ADJ UNCH    2 0
 PX0053
 PX0053.Superseded values are not recommended for survey control.
 PX0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0053.See file dsdata.txt to determine how the superseded data were derived.
 PX0053
 PX0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ348303(NAD 83)
 PX0053_MARKER: DB = BENCH MARK DISK
 PX0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0053_SP_SET: CURB
 PX0053_STAMPING: H 159 1966
 PX0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0053
 PX0053  HISTORY     - Date     Condition        Report By
 PX0053  HISTORY     - 1966     MONUMENTED       CGS
 PX0053
 PX0053                          STATION DESCRIPTION
 PX0053
 PX0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PX0053'0.35 MI E FROM GREYBULL.
 PX0053'0.35 MILE EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT GREYBULL,
 PX0053'IN THE TOP AND 7.7 FEET WEST OF THE EAST END OF THE SOUTH CONCRETE
 PX0053'CURB OF A STEEL TRUSS BRIDGE OVER BIG HORN RIVER, 13 1/2 FEET SOUTH OF
 PX0053'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 PX0053'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0426 ***********************************************************************
 NQ0426  DESIGNATION -  H 16
 NQ0426  PID         -  NQ0426
 NQ0426  STATE/COUNTY-  WY/CONVERSE
 NQ0426  USGS QUAD   -  GLENROCK (1974)
 NQ0426
 NQ0426                         *CURRENT SURVEY CONTROL
 NQ0426  ___________________________________________________________________
 NQ0426* NAD 83(1986)-  42 51 15.     (N)    105 45 02.     (W)     SCALED    
 NQ0426* NAVD 88     -      1523.626  (meters)    4998.76   (feet)  ADJUSTED  
 NQ0426  ___________________________________________________________________
 NQ0426  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 NQ0426  DYNAMIC HT  -        1522.664 (meters)    4995.61  (feet)  COMP
 NQ0426  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 NQ0426
 NQ0426  VERT ORDER  -  FIRST     CLASS II
 NQ0426
 NQ0426.The horizontal coordinates were scaled from a topographic map and have
 NQ0426.an estimated accuracy of +/- 6 seconds.
 NQ0426
 NQ0426.The orthometric height was determined by differential leveling
 NQ0426.and adjusted by the National Geodetic Survey in June 1991..
 NQ0426
 NQ0426.The geoid height was determined by GEOID03.
 NQ0426
 NQ0426.The dynamic height is computed by dividing the NAVD 88
 NQ0426.geopotential number by the normal gravity value computed on the
 NQ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0426.degrees latitude (g = 980.6199 gals.).
 NQ0426
 NQ0426.The modeled gravity was interpolated from observed gravity values.
 NQ0426
 NQ0426;                    North         East    Units  Estimated Accuracy
 NQ0426;SPC WY E     -   261,620.      152,280.      MT  (+/- 180 meters Scaled)
 NQ0426
 NQ0426                          SUPERSEDED SURVEY CONTROL
 NQ0426
 NQ0426  NGVD 29 (??/??/92) 1522.738  (m)         4995.85   (f) ADJ UNCH    1 2
 NQ0426
 NQ0426.Superseded values are not recommended for survey control.
 NQ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0426.See file dsdata.txt to determine how the superseded data were derived.
 NQ0426
 NQ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH386448(NAD 83)
 NQ0426_MARKER: DB = BENCH MARK DISK
 NQ0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0426_STAMPING: H 16 1934
 NQ0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0426+STABILITY: SURFACE MOTION
 NQ0426
 NQ0426  HISTORY     - Date     Condition        Report By
 NQ0426  HISTORY     - 1934     MONUMENTED       CGS
 NQ0426
 NQ0426                          STATION DESCRIPTION
 NQ0426
 NQ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0426'IN CLAYTON.
 NQ0426'IN CLAYTON, ALONG THE CHICAGO, BURLINGTON AND QUINCY R.R.,
 NQ0426'2160 FT. W. OF M.P. 171, AND ACROSS THE TRACK FROM CONCRETE SHED.
 NQ0426'95 FT. N. OF N. RAIL, 31.1 FT. E. OF E. GATE POST, 11.3 FT.
 NQ0426'N. OF TELEGRAPH POLE, AND 2.7 FT. S. OF FENCE.  MARK SET IN
 NQ0426'TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0380 ***********************************************************************
 PW0380  DESIGNATION -  H 160
 PW0380  PID         -  PW0380
 PW0380  STATE/COUNTY-  WY/BIG HORN
 PW0380  USGS QUAD   -  SHELL FALLS (1993)
 PW0380
 PW0380                         *CURRENT SURVEY CONTROL
 PW0380  ___________________________________________________________________
 PW0380* NAD 83(1986)-  44 35 14.     (N)    107 36 52.     (W)     SCALED    
 PW0380* NAVD 88     -      1910.565  (meters)    6268.25   (feet)  ADJUSTED  
 PW0380  ___________________________________________________________________
 PW0380  GEOID HEIGHT-          -9.13  (meters)                     GEOID03
 PW0380  DYNAMIC HT  -        1909.578 (meters)    6265.01  (feet)  COMP
 PW0380  MODELED GRAV-     980,032.0   (mgal)                       NAVD 88
 PW0380
 PW0380  VERT ORDER  -  SECOND    CLASS 0
 PW0380
 PW0380.The horizontal coordinates were scaled from a topographic map and have
 PW0380.an estimated accuracy of +/- 6 seconds.
 PW0380
 PW0380.The orthometric height was determined by differential leveling
 PW0380.and adjusted by the National Geodetic Survey in June 1991..
 PW0380
 PW0380.The geoid height was determined by GEOID03.
 PW0380
 PW0380.The dynamic height is computed by dividing the NAVD 88
 PW0380.geopotential number by the normal gravity value computed on the
 PW0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0380.degrees latitude (g = 980.6199 gals.).
 PW0380
 PW0380.The modeled gravity was interpolated from observed gravity values.
 PW0380
 PW0380;                    North         East    Units  Estimated Accuracy
 PW0380;SPC WYEC     -   554,040.      377,680.      MT  (+/- 180 meters Scaled)
 PW0380
 PW0380                          SUPERSEDED SURVEY CONTROL
 PW0380
 PW0380  NGVD 29 (??/??/92) 1909.594  (m)         6265.06   (f) ADJ UNCH    2 0
 PW0380
 PW0380.Superseded values are not recommended for survey control.
 PW0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0380.See file dsdata.txt to determine how the superseded data were derived.
 PW0380
 PW0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK924404(NAD 83)
 PW0380_MARKER: DB = BENCH MARK DISK
 PW0380_SETTING: 66 = SET IN ROCK OUTCROP
 PW0380_SP_SET: RED OUTCROP
 PW0380_STAMPING: H 160 1966
 PW0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0380+STABILITY: POSITION/ELEVATION WELL
 PW0380
 PW0380  HISTORY     - Date     Condition        Report By
 PW0380  HISTORY     - 1966     MONUMENTED       CGS
 PW0380
 PW0380                          STATION DESCRIPTION
 PW0380
 PW0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0380'11.35 MI NE FROM SHELL.
 PW0380'11.35 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0380'SHELL, AT SHELL FALLS OBSERVATION POINT, IN THE TOP OF THE SOUTH END
 PW0380'OF A LARGE RED OUTCROP PROJECTING ABOUT 5 FEET ABOVE THE GROUND, 246
 PW0380'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF THE
 PW0380'NORTHEAST CORNER OF A CONCRETE BLOCK REST ROOM, 9 FEET EAST OF THE
 PW0380'CENTER OF A TRAIL, AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0274 ***********************************************************************
 PW0274  DESIGNATION -  H 161
 PW0274  PID         -  PW0274
 PW0274  STATE/COUNTY-  WY/SHERIDAN
 PW0274  USGS QUAD   -  RANCHESTER (1978)
 PW0274
 PW0274                         *CURRENT SURVEY CONTROL
 PW0274  ___________________________________________________________________
 PW0274* NAD 83(1986)-  44 54 15.     (N)    107 10 42.     (W)     SCALED    
 PW0274* NAVD 88     -      1152.938  (meters)    3782.60   (feet)  ADJUSTED  
 PW0274  ___________________________________________________________________
 PW0274  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 PW0274  DYNAMIC HT  -        1152.531 (meters)    3781.26  (feet)  COMP
 PW0274  MODELED GRAV-     980,224.8   (mgal)                       NAVD 88
 PW0274
 PW0274  VERT ORDER  -  SECOND    CLASS 0
 PW0274
 PW0274.The horizontal coordinates were scaled from a topographic map and have
 PW0274.an estimated accuracy of +/- 6 seconds.
 PW0274
 PW0274.The orthometric height was determined by differential leveling
 PW0274.and adjusted by the National Geodetic Survey in June 1991..
 PW0274
 PW0274.The geoid height was determined by GEOID03.
 PW0274
 PW0274.The dynamic height is computed by dividing the NAVD 88
 PW0274.geopotential number by the normal gravity value computed on the
 PW0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0274.degrees latitude (g = 980.6199 gals.).
 PW0274
 PW0274.The modeled gravity was interpolated from observed gravity values.
 PW0274
 PW0274;                    North         East    Units  Estimated Accuracy
 PW0274;SPC WYEC     -   589,230.      412,240.      MT  (+/- 180 meters Scaled)
 PW0274
 PW0274                          SUPERSEDED SURVEY CONTROL
 PW0274
 PW0274  NGVD 29 (??/??/92) 1152.184  (m)         3780.12   (f) ADJ UNCH    2 0
 PW0274
 PW0274.Superseded values are not recommended for survey control.
 PW0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0274.See file dsdata.txt to determine how the superseded data were derived.
 PW0274
 PW0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK280746(NAD 83)
 PW0274_MARKER: DB = BENCH MARK DISK
 PW0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0274_STAMPING: H 161 1966
 PW0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0274+STABILITY: SURFACE MOTION
 PW0274
 PW0274  HISTORY     - Date     Condition        Report By
 PW0274  HISTORY     - 1966     MONUMENTED       CGS
 PW0274
 PW0274                          STATION DESCRIPTION
 PW0274
 PW0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0274'0.95 MI W FROM RANCHESTER.
 PW0274'0.95 MILE WEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0274'RANCHESTER, AT THE JUNCTION OF A ROAD SOUTH, AT THE CROSSING OF A
 PW0274'POWER LINE, 36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 75 FEET
 PW0274'EAST OF THE CENTER LINE OF THE ROAD, 7 FEET EAST OF THE EAST END OF A
 PW0274'GATE, 96 FEET SOUTH AND ACROSS THE HIGHWAY FROM POWER POLE 80, 1.6
 PW0274'FEET NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST, ABOUT 4 FEET
 PW0274'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PW0274'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0233 ***********************************************************************
 PW0233  DESIGNATION -  H 162
 PW0233  PID         -  PW0233
 PW0233  STATE/COUNTY-  WY/SHERIDAN
 PW0233  USGS QUAD   -  SKULL RIDGE (1993)
 PW0233
 PW0233                         *CURRENT SURVEY CONTROL
 PW0233  ___________________________________________________________________
 PW0233* NAD 83(1986)-  44 47 13.     (N)    107 26 05.     (W)     SCALED    
 PW0233* NAVD 88     -      2545.160  (meters)    8350.25   (feet)  ADJUSTED  
 PW0233  ___________________________________________________________________
 PW0233  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 PW0233  DYNAMIC HT  -        2543.769 (meters)    8345.68  (feet)  COMP
 PW0233  MODELED GRAV-     979,976.1   (mgal)                       NAVD 88
 PW0233
 PW0233  VERT ORDER  -  SECOND    CLASS 0
 PW0233
 PW0233.The horizontal coordinates were scaled from a topographic map and have
 PW0233.an estimated accuracy of +/- 6 seconds.
 PW0233
 PW0233.The orthometric height was determined by differential leveling
 PW0233.and adjusted by the National Geodetic Survey in June 1991..
 PW0233
 PW0233.The geoid height was determined by GEOID03.
 PW0233
 PW0233.The dynamic height is computed by dividing the NAVD 88
 PW0233.geopotential number by the normal gravity value computed on the
 PW0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0233.degrees latitude (g = 980.6199 gals.).
 PW0233
 PW0233.The modeled gravity was interpolated from observed gravity values.
 PW0233
 PW0233;                    North         East    Units  Estimated Accuracy
 PW0233;SPC WYEC     -   576,190.      391,980.      MT  (+/- 180 meters Scaled)
 PW0233
 PW0233                          SUPERSEDED SURVEY CONTROL
 PW0233
 PW0233  NGVD 29 (??/??/92) 2544.139  (m)         8346.90   (f) ADJ UNCH    2 0
 PW0233
 PW0233.Superseded values are not recommended for survey control.
 PW0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0233.See file dsdata.txt to determine how the superseded data were derived.
 PW0233
 PW0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK073621(NAD 83)
 PW0233_MARKER: DB = BENCH MARK DISK
 PW0233_SETTING: 80 = SET IN A BOULDER
 PW0233_STAMPING: H 162 1966
 PW0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0233+STABILITY: SURFACE MOTION
 PW0233
 PW0233  HISTORY     - Date     Condition        Report By
 PW0233  HISTORY     - 1966     MONUMENTED       CGS
 PW0233
 PW0233                          STATION DESCRIPTION
 PW0233
 PW0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0233'18.6 MI SW FROM DAYTON.
 PW0233'18.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0233'DAYTON, AT THE JUNCTION OF A DIRT ROAD NORTHWEST, IN THE TOP OF A 7-
 PW0233'BY 12-FOOT BOULDER, 81 FEET EAST OF THE CENTER OF THE JUNCTION, 49
 PW0233'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 230 FEET
 PW0233'EAST-NORTHEAST OF AND ACROSS THE HIGHWAY FROM A CUTLER HILL ELEVATION
 PW0233'8500 SIGN, 8.2 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 5 FEET
 PW0233'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0078 ***********************************************************************
 OV0078  DESIGNATION -  H 163
 OV0078  PID         -  OV0078
 OV0078  STATE/COUNTY-  WY/WASHAKIE
 OV0078  USGS QUAD   -  JOE EMGE CREEK (1976)
 OV0078
 OV0078                         *CURRENT SURVEY CONTROL
 OV0078  ___________________________________________________________________
 OV0078* NAD 83(1986)-  43 56 47.     (N)    107 22 49.     (W)     SCALED    
 OV0078* NAVD 88     -      1401.702  (meters)    4598.75   (feet)  ADJUSTED  
 OV0078  ___________________________________________________________________
 OV0078  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 OV0078  DYNAMIC HT  -        1401.069 (meters)    4596.67  (feet)  COMP
 OV0078  MODELED GRAV-     980,117.8   (mgal)                       NAVD 88
 OV0078
 OV0078  VERT ORDER  -  SECOND    CLASS 0
 OV0078
 OV0078.The horizontal coordinates were scaled from a topographic map and have
 OV0078.an estimated accuracy of +/- 6 seconds.
 OV0078
 OV0078.The orthometric height was determined by differential leveling
 OV0078.and adjusted by the National Geodetic Survey in June 1991..
 OV0078
 OV0078.The geoid height was determined by GEOID03.
 OV0078
 OV0078.The dynamic height is computed by dividing the NAVD 88
 OV0078.geopotential number by the normal gravity value computed on the
 OV0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0078.degrees latitude (g = 980.6199 gals.).
 OV0078
 OV0078.The modeled gravity was interpolated from observed gravity values.
 OV0078
 OV0078;                    North         East    Units  Estimated Accuracy
 OV0078;SPC WYEC     -   482,790.      396,230.      MT  (+/- 180 meters Scaled)
 OV0078
 OV0078                          SUPERSEDED SURVEY CONTROL
 OV0078
 OV0078  NGVD 29 (??/??/92) 1400.942  (m)         4596.26   (f) ADJ UNCH    2 0
 OV0078
 OV0078.Superseded values are not recommended for survey control.
 OV0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0078.See file dsdata.txt to determine how the superseded data were derived.
 OV0078
 OV0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ089686(NAD 83)
 OV0078_MARKER: DB = BENCH MARK DISK
 OV0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0078_STAMPING: H 163 1966
 OV0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0078+STABILITY: SURFACE MOTION
 OV0078
 OV0078  HISTORY     - Date     Condition        Report By
 OV0078  HISTORY     - 1966     MONUMENTED       CGS
 OV0078
 OV0078                          STATION DESCRIPTION
 OV0078
 OV0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0078'7.6 MI S FROM TEN SLEEP.
 OV0078'7.6 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY 16
 OV0078'AT TEN SLEEP, 0.1 MILE SOUTH OF THE JUNCTION OF SPRING CREEK ROAD, 86
 OV0078'FEET EAST OF THE CENTER LINE OF THE ROAD, 89 FEET WEST OF THE CENTER
 OV0078'LINE OF SPRING CREEK ROAD, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 2
 OV0078'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OV0078'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0100 ***********************************************************************
 OV0100  DESIGNATION -  H 164
 OV0100  PID         -  OV0100
 OV0100  STATE/COUNTY-  WY/WASHAKIE
 OV0100  USGS QUAD   -  BIG TRAILS (1976)
 OV0100
 OV0100                         *CURRENT SURVEY CONTROL
 OV0100  ___________________________________________________________________
 OV0100* NAD 83(1986)-  43 46 11.     (N)    107 18 43.     (W)     SCALED    
 OV0100* NAVD 88     -      1466.199  (meters)    4810.35   (feet)  ADJUSTED  
 OV0100  ___________________________________________________________________
 OV0100  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 OV0100  DYNAMIC HT  -        1465.486 (meters)    4808.02  (feet)  COMP
 OV0100  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 OV0100
 OV0100  VERT ORDER  -  SECOND    CLASS 0
 OV0100
 OV0100.The horizontal coordinates were scaled from a topographic map and have
 OV0100.an estimated accuracy of +/- 6 seconds.
 OV0100
 OV0100.The orthometric height was determined by differential leveling
 OV0100.and adjusted by the National Geodetic Survey in June 1991..
 OV0100
 OV0100.The geoid height was determined by GEOID03.
 OV0100
 OV0100.The dynamic height is computed by dividing the NAVD 88
 OV0100.geopotential number by the normal gravity value computed on the
 OV0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0100.degrees latitude (g = 980.6199 gals.).
 OV0100
 OV0100.The modeled gravity was interpolated from observed gravity values.
 OV0100
 OV0100;                    North         East    Units  Estimated Accuracy
 OV0100;SPC WYEC     -   463,170.      401,720.      MT  (+/- 180 meters Scaled)
 OV0100
 OV0100                          SUPERSEDED SURVEY CONTROL
 OV0100
 OV0100  NGVD 29 (??/??/92) 1465.402  (m)         4807.74   (f) ADJ UNCH    2 0
 OV0100
 OV0100.Superseded values are not recommended for survey control.
 OV0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0100.See file dsdata.txt to determine how the superseded data were derived.
 OV0100
 OV0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ139488(NAD 83)
 OV0100_MARKER: DB = BENCH MARK DISK
 OV0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0100_STAMPING: H 164 1966
 OV0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0100+STABILITY: SURFACE MOTION
 OV0100
 OV0100  HISTORY     - Date     Condition        Report By
 OV0100  HISTORY     - 1966     MONUMENTED       CGS
 OV0100
 OV0100                          STATION DESCRIPTION
 OV0100
 OV0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0100'21.2 MI S FROM TEN SLEEP.
 OV0100'21.2 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0100'16 AT TEN SLEEP, 0.4 MILE SOUTHEAST OF THE JUNCTION OF A DRIVEWAY
 OV0100'SOUTHWEST TO R. M. RANCH COMPANY, 0.2 MILE SOUTHEAST OF THE JUNCTION
 OV0100'OF A DIRT ROAD NORTHEAST, AT THE JUNCTION OF A DRIVEWAY WEST TO
 OV0100'LUNGREN RANCH, 88 FEET WEST OF THE CENTER LINE OF THE ROAD, 19 FEET
 OV0100'SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 12.8 FEET SOUTH OF THE
 OV0100'SOUTHEAST CORNER OF A STEEL RAIL CATTLEGUARD, 6 FEET SOUTH OF THE
 OV0100'EXTENDED CENTER LINE OF A DRIVEWAY EAST TO BIG TRAILS RANCH, 1.4 FEET
 OV0100'EAST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER
 OV0100'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 OV0100'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0171 ***********************************************************************
 OV0171  DESIGNATION -  H 165
 OV0171  PID         -  OV0171
 OV0171  STATE/COUNTY-  WY/FREMONT
 OV0171  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0171
 OV0171                         *CURRENT SURVEY CONTROL
 OV0171  ___________________________________________________________________
 OV0171* NAD 83(1986)-  43 23 58.     (N)    107 33 56.     (W)     SCALED    
 OV0171* NAVD 88     -      1843.912  (meters)    6049.57   (feet)  ADJUSTED  
 OV0171  ___________________________________________________________________
 OV0171  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 OV0171  DYNAMIC HT  -        1842.748 (meters)    6045.75  (feet)  COMP
 OV0171  MODELED GRAV-     979,922.5   (mgal)                       NAVD 88
 OV0171
 OV0171  VERT ORDER  -  SECOND    CLASS 0
 OV0171
 OV0171.The horizontal coordinates were scaled from a topographic map and have
 OV0171.an estimated accuracy of +/- 6 seconds.
 OV0171
 OV0171.The orthometric height was determined by differential leveling
 OV0171.and adjusted by the National Geodetic Survey in June 1991..
 OV0171
 OV0171.The geoid height was determined by GEOID03.
 OV0171
 OV0171.The dynamic height is computed by dividing the NAVD 88
 OV0171.geopotential number by the normal gravity value computed on the
 OV0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0171.degrees latitude (g = 980.6199 gals.).
 OV0171
 OV0171.The modeled gravity was interpolated from observed gravity values.
 OV0171
 OV0171;                    North         East    Units  Estimated Accuracy
 OV0171;SPC WYWC     -   322,710.      695,950.      MT  (+/- 180 meters Scaled)
 OV0171
 OV0171                          SUPERSEDED SURVEY CONTROL
 OV0171
 OV0171  NGVD 29 (??/??/92) 1842.916  (m)         6046.30   (f) ADJ UNCH    2 0
 OV0171
 OV0171.Superseded values are not recommended for survey control.
 OV0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0171.See file dsdata.txt to determine how the superseded data were derived.
 OV0171
 OV0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ922083(NAD 83)
 OV0171_MARKER: DB = BENCH MARK DISK
 OV0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0171_STAMPING: H 165 1966
 OV0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0171+STABILITY: SURFACE MOTION
 OV0171
 OV0171  HISTORY     - Date     Condition        Report By
 OV0171  HISTORY     - 1966     MONUMENTED       CGS
 OV0171
 OV0171                          STATION DESCRIPTION
 OV0171
 OV0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0171'12.6 MI NE FROM LYSITE.
 OV0171'11.55 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0171'AND QUINCY RAILROAD STATION AT LYSITE, THENCE 1.05 MILES NORTH ALONG A
 OV0171'DIRT ROAD (FORMER NOWOOD ROAD), 49 FEET EAST OF THE CENTER LINE OF THE
 OV0171'ROAD, 2.7 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 OV0171'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 OV0171'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0367 ***********************************************************************
 MO0367  DESIGNATION -  H 166
 MO0367  PID         -  MO0367
 MO0367  STATE/COUNTY-  WY/PLATTE
 MO0367  USGS QUAD   -  NATWICK (1981)
 MO0367
 MO0367                         *CURRENT SURVEY CONTROL
 MO0367  ___________________________________________________________________
 MO0367* NAD 83(1986)-  41 55 46.     (N)    105 06 20.     (W)     SCALED    
 MO0367* NAVD 88     -      1533.669  (meters)    5031.71   (feet)  ADJUSTED  
 MO0367  ___________________________________________________________________
 MO0367  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 MO0367  DYNAMIC HT  -        1532.645 (meters)    5028.35  (feet)  COMP
 MO0367  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 MO0367
 MO0367  VERT ORDER  -  SECOND    CLASS 0
 MO0367
 MO0367.The horizontal coordinates were scaled from a topographic map and have
 MO0367.an estimated accuracy of +/- 6 seconds.
 MO0367
 MO0367.The orthometric height was determined by differential leveling
 MO0367.and adjusted by the National Geodetic Survey in June 1991..
 MO0367
 MO0367.The geoid height was determined by GEOID03.
 MO0367
 MO0367.The dynamic height is computed by dividing the NAVD 88
 MO0367.geopotential number by the normal gravity value computed on the
 MO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0367.degrees latitude (g = 980.6199 gals.).
 MO0367
 MO0367.The modeled gravity was interpolated from observed gravity values.
 MO0367
 MO0367;                    North         East    Units  Estimated Accuracy
 MO0367;SPC WY E     -   158,740.      205,070.      MT  (+/- 180 meters Scaled)
 MO0367
 MO0367                          SUPERSEDED SURVEY CONTROL
 MO0367
 MO0367  NGVD 29 (??/??/92) 1532.865  (m)         5029.07   (f) ADJ UNCH    2 0
 MO0367
 MO0367.Superseded values are not recommended for survey control.
 MO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0367.See file dsdata.txt to determine how the superseded data were derived.
 MO0367
 MO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG912419(NAD 83)
 MO0367_MARKER: DB = BENCH MARK DISK
 MO0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0367_STAMPING: H 166 1966
 MO0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0367+STABILITY: SURFACE MOTION
 MO0367
 MO0367  HISTORY     - Date     Condition        Report By
 MO0367  HISTORY     - 1966     MONUMENTED       CGS
 MO0367
 MO0367                          STATION DESCRIPTION
 MO0367
 MO0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0367'15.5 MI SW FROM WHEATLAND.
 MO0367'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0367'WHEATLAND, THENCE 8.8 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0367'AT THE JUNCTION OF A FARM ROAD, 48 FEET NORTHWEST OF THE CENTER
 MO0367'LINE OF THE HIGHWAY, 34 FEET NORTHEAST OF THE CENTER LINE OF A
 MO0367'ROAD NORTHWEST, 38 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A
 MO0367'ROAD SOUTHEAST, 96 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 MO0367'POWER POLE 60, 26 FEET NORTHEAST OF THE NORTHEAST END OF A GATE,
 MO0367'1.7 FEET SOUTHEAST OF A FENCE, 2.5 FEET NORTHWEST OF A WITNESS
 MO0367'POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 MO0367'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0406 ***********************************************************************
 MO0406  DESIGNATION -  H 167
 MO0406  PID         -  MO0406
 MO0406  STATE/COUNTY-  WY/ALBANY
 MO0406  USGS QUAD   -  SHEEP ROCK (1981)
 MO0406
 MO0406                         *CURRENT SURVEY CONTROL
 MO0406  ___________________________________________________________________
 MO0406* NAD 83(1986)-  41 42 38.     (N)    105 29 03.     (W)     SCALED    
 MO0406* NAVD 88     -      2045.322  (meters)    6710.36   (feet)  ADJUSTED  
 MO0406  ___________________________________________________________________
 MO0406  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 MO0406  DYNAMIC HT  -        2043.730 (meters)    6705.14  (feet)  COMP
 MO0406  MODELED GRAV-     979,769.6   (mgal)                       NAVD 88
 MO0406
 MO0406  VERT ORDER  -  SECOND    CLASS 0
 MO0406
 MO0406.The horizontal coordinates were scaled from a topographic map and have
 MO0406.an estimated accuracy of +/- 6 seconds.
 MO0406
 MO0406.The orthometric height was determined by differential leveling
 MO0406.and adjusted by the National Geodetic Survey in June 1991..
 MO0406
 MO0406.The geoid height was determined by GEOID03.
 MO0406
 MO0406.The dynamic height is computed by dividing the NAVD 88
 MO0406.geopotential number by the normal gravity value computed on the
 MO0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0406.degrees latitude (g = 980.6199 gals.).
 MO0406
 MO0406.The modeled gravity was interpolated from observed gravity values.
 MO0406
 MO0406;                    North         East    Units  Estimated Accuracy
 MO0406;SPC WY E     -   134,480.      173,580.      MT  (+/- 180 meters Scaled)
 MO0406
 MO0406                          SUPERSEDED SURVEY CONTROL
 MO0406
 MO0406  NGVD 29 (??/??/92) 2044.370  (m)         6707.24   (f) ADJ UNCH    2 0
 MO0406
 MO0406.Superseded values are not recommended for survey control.
 MO0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0406.See file dsdata.txt to determine how the superseded data were derived.
 MO0406
 MO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG597177(NAD 83)
 MO0406_MARKER: DB = BENCH MARK DISK
 MO0406_SETTING: 66 = SET IN ROCK OUTCROP
 MO0406_SP_SET: MASSIVE RED OUTCROP
 MO0406_STAMPING: H 167 1966
 MO0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0406+STABILITY: POSITION/ELEVATION WELL
 MO0406
 MO0406  HISTORY     - Date     Condition        Report By
 MO0406  HISTORY     - 1966     MONUMENTED       CGS
 MO0406
 MO0406                          STATION DESCRIPTION
 MO0406
 MO0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0406'17.3 MI NE FROM BOSLER.
 MO0406'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BOSLER,
 MO0406'THENCE 15.35 MILES NORTHEAST ALONG STATE HIGHWAY 34, 42.5 MILES
 MO0406'SOUTHWEST OF WHEATLAND, AT THE SOUTHEAST END OF A CURVE, IN THE
 MO0406'TOP AND ALONG THE SOUTHWEST SIDE OF A MASSIVE RED OUTCROP, 35
 MO0406'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 MO0406'NORTHWEST OF A 24-INCH TREE BEARING A WITNESS POST PLAQUE, AND
 MO0406'ABOUT 4 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0230 ***********************************************************************
 MR0230  DESIGNATION -  H 168
 MR0230  PID         -  MR0230
 MR0230  STATE/COUNTY-  WY/LINCOLN
 MR0230  USGS QUAD   -  KEMMERER (1985)
 MR0230
 MR0230                         *CURRENT SURVEY CONTROL
 MR0230  ___________________________________________________________________
 MR0230* NAD 83(1986)-  41 47 56.     (N)    110 32 23.     (W)     SCALED    
 MR0230* NAVD 88     -      2110.813  (meters)    6925.23   (feet)  ADJUSTED  
 MR0230  ___________________________________________________________________
 MR0230  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 MR0230  DYNAMIC HT  -        2108.984 (meters)    6919.23  (feet)  COMP
 MR0230  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 MR0230
 MR0230  VERT ORDER  -  SECOND    CLASS 0
 MR0230
 MR0230.The horizontal coordinates were scaled from a topographic map and have
 MR0230.an estimated accuracy of +/- 6 seconds.
 MR0230
 MR0230.The orthometric height was determined by differential leveling
 MR0230.and adjusted by the National Geodetic Survey in June 1991..
 MR0230
 MR0230.The geoid height was determined by GEOID03.
 MR0230
 MR0230.The dynamic height is computed by dividing the NAVD 88
 MR0230.geopotential number by the normal gravity value computed on the
 MR0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0230.degrees latitude (g = 980.6199 gals.).
 MR0230
 MR0230.The modeled gravity was interpolated from observed gravity values.
 MR0230
 MR0230;                    North         East    Units  Estimated Accuracy
 MR0230;SPC WY W     -   244,340.      762,070.      MT  (+/- 180 meters Scaled)
 MR0230
 MR0230                          SUPERSEDED SURVEY CONTROL
 MR0230
 MR0230  NGVD 29 (??/??/92) 2109.420  (m)         6920.66   (f) ADJ UNCH    2 0
 MR0230
 MR0230.Superseded values are not recommended for survey control.
 MR0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0230.See file dsdata.txt to determine how the superseded data were derived.
 MR0230
 MR0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM382275(NAD 83)
 MR0230_MARKER: DB = BENCH MARK DISK
 MR0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0230_SP_SET: PILLAR
 MR0230_STAMPING: H 168 1966
 MR0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0230
 MR0230  HISTORY     - Date     Condition        Report By
 MR0230  HISTORY     - 1966     MONUMENTED       CGS
 MR0230
 MR0230                          STATION DESCRIPTION
 MR0230
 MR0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0230'0.3 MI N FROM KEMMERER.
 MR0230'0.3 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0230'KEMMERER, AT U.S. HIGHWAY 189 OVERPASS, SET VERTICALLY IN THE EAST
 MR0230'FACE OF THE SOUTHEAST ONE OF THE SOUTHWEST ROW OF CONCRETE PILLARS,
 MR0230'10.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, ABOUT 3
 MR0230'1/2 FEET HIGHER THAN THE TRACK AND 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0228 ***********************************************************************
 MQ0228  DESIGNATION -  H 17
 MQ0228  PID         -  MQ0228
 MQ0228  STATE/COUNTY-  WY/SWEETWATER
 MQ0228  USGS QUAD   -  DEVILS PLAYGROUND (1987)
 MQ0228
 MQ0228                         *CURRENT SURVEY CONTROL
 MQ0228  ___________________________________________________________________
 MQ0228* NAD 83(1986)-  41 11 08.     (N)    109 37 55.     (W)     SCALED    
 MQ0228* NAVD 88     -      1935.180  (meters)    6349.00   (feet)  ADJUSTED  
 MQ0228  ___________________________________________________________________
 MQ0228  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 MQ0228  DYNAMIC HT  -        1933.446 (meters)    6343.31  (feet)  COMP
 MQ0228  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 MQ0228
 MQ0228  VERT ORDER  -  FIRST     CLASS II
 MQ0228
 MQ0228.The horizontal coordinates were scaled from a topographic map and have
 MQ0228.an estimated accuracy of +/- 6 seconds.
 MQ0228
 MQ0228.The orthometric height was determined by differential leveling
 MQ0228.and adjusted by the National Geodetic Survey in June 1991..
 MQ0228
 MQ0228.The geoid height was determined by GEOID03.
 MQ0228
 MQ0228.The dynamic height is computed by dividing the NAVD 88
 MQ0228.geopotential number by the normal gravity value computed on the
 MQ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0228.degrees latitude (g = 980.6199 gals.).
 MQ0228
 MQ0228.The modeled gravity was interpolated from observed gravity values.
 MQ0228
 MQ0228;                    North         East    Units  Estimated Accuracy
 MQ0228;SPC WYWC     -    76,500.      526,010.      MT  (+/- 180 meters Scaled)
 MQ0228
 MQ0228                          SUPERSEDED SURVEY CONTROL
 MQ0228
 MQ0228  NGVD 29 (??/??/92) 1933.879  (m)         6344.73   (f) ADJ UNCH    1 2
 MQ0228
 MQ0228.Superseded values are not recommended for survey control.
 MQ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0228.See file dsdata.txt to determine how the superseded data were derived.
 MQ0228
 MQ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL147602(NAD 83)
 MQ0228_MARKER: DB = BENCH MARK DISK
 MQ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0228_STAMPING: 6344.735 H 17 1933
 MQ0228_MARK LOGO: CGS   
 MQ0228_PROJECTION: PROJECTING 10 CENTIMETERS
 MQ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0228+STABILITY: SURFACE MOTION
 MQ0228
 MQ0228  HISTORY     - Date     Condition        Report By
 MQ0228  HISTORY     - 1933     MONUMENTED       CGS
 MQ0228  HISTORY     - 1984     GOOD             NGS
 MQ0228
 MQ0228                          STATION DESCRIPTION
 MQ0228
 MQ0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0228'14.9 MI N FROM LINWOOD, UT.
 MQ0228'IN SWEETWATER COUNTY, WYOMING, ABOUT 14.9 MILES NORTH ALONG THE OLD
 MQ0228'LINWOOD-GREEN RIVER HIGHWAY FROM LINWOOD, DAGGETT COUNTY, UTAH, ABOUT
 MQ0228'2.1 MILES NORTH OF THE T-JUNCTION OF THE SIDE ROAD LEADING EAST TO THE
 MQ0228'BRINEGAR RANCH, ABOUT 0.7 MILE SOUTH OF DEVILS PLAYGROUND, ABOUT 0.2
 MQ0228'MILE WEST OF THE PRESENT HIGHWAY, NORTH OF A TRAIL LEADING TO THE OLD
 MQ0228'ROAD, ON THE TOP OF A RIDGE AT THE NORTH RIM OF A GULCH, AND 42 FEET
 MQ0228'NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY.  A STANDARD DISK,
 MQ0228'STAMPED 6344.735 H 17 1933 AND SET IN THE TOP OF A CONCRETE POST
 MQ0228'PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 MQ0228
 MQ0228                          STATION RECOVERY (1984)
 MQ0228
 MQ0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0228'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  28.4 KM
 MQ0228'(17.65 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM THERE
 MQ0228'JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 0.6 KM (0.35 MI) NORTHWEST
 MQ0228'OF A GRAVELED ROAD LEADING EAST, 254.0 M (833.3 FT) SOUTHWEST OF THE
 MQ0228'CENTERLINE OF THE HIGHWAY, 80.0 M (262.5 FT) NORTH OF THE CENTER OF A
 MQ0228'TRACK ROAD, AND 18.5 M (60.7 FT) NORTHWEST OF THE CENTER OF A TRACK
 MQ0228'ROAD.
 MQ0228'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 MQ0228'THE MARK IS 3.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0154 ***********************************************************************
 MQ0154  DESIGNATION -  H 19
 MQ0154  PID         -  MQ0154
 MQ0154  STATE/COUNTY-  WY/SWEETWATER
 MQ0154  USGS QUAD   -  WHITE ROCKS (1968)
 MQ0154
 MQ0154                         *CURRENT SURVEY CONTROL
 MQ0154  ___________________________________________________________________
 MQ0154* NAD 83(1986)-  41 52 48.     (N)    109 20 21.     (W)     SCALED    
 MQ0154* NAVD 88     -      2140.144  (meters)    7021.46   (feet)  ADJUSTED  
 MQ0154  ___________________________________________________________________
 MQ0154  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MQ0154  DYNAMIC HT  -        2138.338 (meters)    7015.53  (feet)  COMP
 MQ0154  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 MQ0154
 MQ0154  VERT ORDER  -  FIRST     CLASS II
 MQ0154
 MQ0154.The horizontal coordinates were scaled from a topographic map and have
 MQ0154.an estimated accuracy of +/- 6 seconds.
 MQ0154
 MQ0154.The orthometric height was determined by differential leveling
 MQ0154.and adjusted by the National Geodetic Survey in June 1991..
 MQ0154
 MQ0154.The geoid height was determined by GEOID03.
 MQ0154
 MQ0154.The dynamic height is computed by dividing the NAVD 88
 MQ0154.geopotential number by the normal gravity value computed on the
 MQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0154.degrees latitude (g = 980.6199 gals.).
 MQ0154
 MQ0154.The modeled gravity was interpolated from observed gravity values.
 MQ0154
 MQ0154;                    North         East    Units  Estimated Accuracy
 MQ0154;SPC WYWC     -   153,420.      551,100.      MT  (+/- 180 meters Scaled)
 MQ0154
 MQ0154                          SUPERSEDED SURVEY CONTROL
 MQ0154
 MQ0154  NGVD 29 (??/??/92) 2138.868  (m)         7017.27   (f) ADJ UNCH    1 2
 MQ0154
 MQ0154.Superseded values are not recommended for survey control.
 MQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0154.See file dsdata.txt to determine how the superseded data were derived.
 MQ0154
 MQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM378377(NAD 83)
 MQ0154_MARKER: DB = BENCH MARK DISK
 MQ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0154_STAMPING: 7017.066 H-19 1933
 MQ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0154+STABILITY: SURFACE MOTION
 MQ0154
 MQ0154  HISTORY     - Date     Condition        Report By
 MQ0154  HISTORY     - 1933     MONUMENTED       CGS
 MQ0154  HISTORY     - 1968     GOOD             USGS
 MQ0154
 MQ0154                          STATION DESCRIPTION
 MQ0154
 MQ0154'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MQ0154'IN EDEN.
 MQ0154'EDEN, WYOMING, U.S. POST OFFICE, 3.5 MILES S. OF ALONG U.S. HY. 187,
 MQ0154'THENCE 9.7 MILES SE (LEFT) ALONG OLD U.S. HY. 187, 246 FEET SW OF
 MQ0154'THREE 3-FOOT IRON CULVERTS, 77 FEET SW CENTERLINE OLD HIGHWAY, A
 MQ0154'STANDARD TABLET SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FEET
 MQ0154'STAMPED 7017.066 H 19 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0029 ***********************************************************************
 NS0029  DESIGNATION -  H 20
 NS0029  PID         -  NS0029
 NS0029  STATE/COUNTY-  WY/FREMONT
 NS0029  USGS QUAD   -  PACIFIC SPRINGS (1980)
 NS0029
 NS0029                         *CURRENT SURVEY CONTROL
 NS0029  ___________________________________________________________________
 NS0029* NAD 83(1986)-  42 20 37.     (N)    108 57 54.     (W)     SCALED    
 NS0029* NAVD 88     -      2189.478  (meters)    7183.31   (feet)  ADJUSTED  
 NS0029  ___________________________________________________________________
 NS0029  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 NS0029  DYNAMIC HT  -        2187.662 (meters)    7177.35  (feet)  COMP
 NS0029  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 NS0029
 NS0029  VERT ORDER  -  FIRST     CLASS II
 NS0029
 NS0029.The horizontal coordinates were scaled from a topographic map and have
 NS0029.an estimated accuracy of +/- 6 seconds.
 NS0029
 NS0029.The orthometric height was determined by differential leveling
 NS0029.and adjusted by the National Geodetic Survey in June 1991..
 NS0029
 NS0029.The geoid height was determined by GEOID03.
 NS0029
 NS0029.The dynamic height is computed by dividing the NAVD 88
 NS0029.geopotential number by the normal gravity value computed on the
 NS0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0029.degrees latitude (g = 980.6199 gals.).
 NS0029
 NS0029.The modeled gravity was interpolated from observed gravity values.
 NS0029
 NS0029;                    North         East    Units  Estimated Accuracy
 NS0029;SPC WYWC     -   204,770.      582,280.      MT  (+/- 180 meters Scaled)
 NS0029
 NS0029                          SUPERSEDED SURVEY CONTROL
 NS0029
 NS0029  NGVD 29 (??/??/92) 2188.209  (m)         7179.15   (f) ADJ UNCH    1 2
 NS0029
 NS0029.Superseded values are not recommended for survey control.
 NS0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0029.See file dsdata.txt to determine how the superseded data were derived.
 NS0029
 NS0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM676899(NAD 83)
 NS0029_MARKER: DB = BENCH MARK DISK
 NS0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0029_STAMPING: 7178.782 H 20 1933
 NS0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0029+STABILITY: SURFACE MOTION
 NS0029
 NS0029  HISTORY     - Date     Condition        Report By
 NS0029  HISTORY     - 1933     MONUMENTED       CGS
 NS0029
 NS0029                          STATION DESCRIPTION
 NS0029
 NS0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0029'13.2 MI SW FROM SOUTH PASS CITY.
 NS0029'13.2 MILES SOUTHWEST ALONG THE ROAD TO FARSON FROM THE POST OFFICE AT
 NS0029'SOUTH PASS CITY, FREMONT COUNTY, 0.1 MILE NORTH OF A BRIDGE, ON THE
 NS0029'SOUTH SLOPE OF A HILL, NORTH OF A SLOUGH, AND 67 FEET EAST OF THE
 NS0029'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED 7178.782 H 20 1933
 NS0029'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NS0029'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0064 ***********************************************************************
 NS0064  DESIGNATION -  H 21
 NS0064  PID         -  NS0064
 NS0064  STATE/COUNTY-  WY/FREMONT
 NS0064  USGS QUAD   -  HUDSON (1978)
 NS0064
 NS0064                         *CURRENT SURVEY CONTROL
 NS0064  ___________________________________________________________________
 NS0064* NAD 83(1986)-  42 54 19.     (N)    108 36 02.     (W)     SCALED    
 NS0064* NAVD 88     -      1555.060  (meters)    5101.89   (feet)  ADJUSTED  
 NS0064  ___________________________________________________________________
 NS0064  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NS0064  DYNAMIC HT  -        1554.039 (meters)    5098.54  (feet)  COMP
 NS0064  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 NS0064
 NS0064  VERT ORDER  -  FIRST     CLASS II
 NS0064
 NS0064.The horizontal coordinates were scaled from a topographic map and have
 NS0064.an estimated accuracy of +/- 6 seconds.
 NS0064
 NS0064.The orthometric height was determined by differential leveling
 NS0064.and adjusted by the National Geodetic Survey in June 1991..
 NS0064
 NS0064.The geoid height was determined by GEOID03.
 NS0064
 NS0064.The dynamic height is computed by dividing the NAVD 88
 NS0064.geopotential number by the normal gravity value computed on the
 NS0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0064.degrees latitude (g = 980.6199 gals.).
 NS0064
 NS0064.The modeled gravity was interpolated from observed gravity values.
 NS0064
 NS0064;                    North         East    Units  Estimated Accuracy
 NS0064;SPC WYWC     -   267,140.      612,200.      MT  (+/- 180 meters Scaled)
 NS0064
 NS0064                          SUPERSEDED SURVEY CONTROL
 NS0064
 NS0064  NGVD 29 (??/??/92) 1554.064  (m)         5098.62   (f) ADJ UNCH    1 2
 NS0064
 NS0064.Superseded values are not recommended for survey control.
 NS0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0064.See file dsdata.txt to determine how the superseded data were derived.
 NS0064
 NS0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN958530(NAD 83)
 NS0064_MARKER: DB = BENCH MARK DISK
 NS0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0064_STAMPING: 5098.133 H 21 1933
 NS0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0064+STABILITY: SURFACE MOTION
 NS0064
 NS0064  HISTORY     - Date     Condition        Report By
 NS0064  HISTORY     - 1933     MONUMENTED       CGS
 NS0064
 NS0064                          STATION DESCRIPTION
 NS0064
 NS0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0064'1.1 MI SW FROM HUDSON.
 NS0064'1.1 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NS0064'THE STATION AT HUDSON, FREMONT COUNTY, 200 FEET SOUTHWEST OF A
 NS0064'STATION-ONE-MILE SIGN, AND 40 FEET NORTHWEST OF THE CENTER LINE OF THE
 NS0064'TRACK.  A STANDARD DISK, STAMPED 5098.133 H 21 1933 AND SET IN THE TOP
 NS0064'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0066 ***********************************************************************
 OW0066  DESIGNATION -  H 22
 OW0066  PID         -  OW0066
 OW0066  STATE/COUNTY-  WY/FREMONT
 OW0066  USGS QUAD   -  BONNEVILLE SW (1978)
 OW0066
 OW0066                         *CURRENT SURVEY CONTROL
 OW0066  ___________________________________________________________________
 OW0066* NAD 83(1986)-  43 18 26.     (N)    108 09 49.     (W)     SCALED    
 OW0066* NAVD 88     -      1444.235  (meters)    4738.29   (feet)  ADJUSTED  
 OW0066  ___________________________________________________________________
 OW0066  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 OW0066  DYNAMIC HT  -        1443.336 (meters)    4735.34  (feet)  COMP
 OW0066  MODELED GRAV-     979,948.2   (mgal)                       NAVD 88
 OW0066
 OW0066  VERT ORDER  -  FIRST     CLASS II
 OW0066
 OW0066.The horizontal coordinates were scaled from a topographic map and have
 OW0066.an estimated accuracy of +/- 6 seconds.
 OW0066
 OW0066.The orthometric height was determined by differential leveling
 OW0066.and adjusted by the National Geodetic Survey in June 1991..
 OW0066
 OW0066.The geoid height was determined by GEOID03.
 OW0066
 OW0066.The dynamic height is computed by dividing the NAVD 88
 OW0066.geopotential number by the normal gravity value computed on the
 OW0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0066.degrees latitude (g = 980.6199 gals.).
 OW0066
 OW0066.The modeled gravity was interpolated from observed gravity values.
 OW0066
 OW0066;                    North         East    Units  Estimated Accuracy
 OW0066;SPC WYWC     -   311,950.      647,570.      MT  (+/- 180 meters Scaled)
 OW0066
 OW0066                          SUPERSEDED SURVEY CONTROL
 OW0066
 OW0066  NGVD 29 (??/??/92) 1443.313  (m)         4735.27   (f) ADJ UNCH    1 2
 OW0066
 OW0066.Superseded values are not recommended for survey control.
 OW0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0066.See file dsdata.txt to determine how the superseded data were derived.
 OW0066
 OW0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN300988(NAD 83)
 OW0066_MARKER: DB = BENCH MARK DISK
 OW0066_SETTING: 66 = SET IN ROCK OUTCROP
 OW0066_SP_SET: ROCK OUTCROP
 OW0066_STAMPING: 4734.689 H 22 1933
 OW0066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0066+STABILITY: POSITION/ELEVATION WELL
 OW0066
 OW0066  HISTORY     - Date     Condition        Report By
 OW0066  HISTORY     - 1933     MONUMENTED       CGS
 OW0066  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0066
 OW0066                          STATION DESCRIPTION
 OW0066
 OW0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0066'6 MI NW FROM BONNEVILLE.
 OW0066'ABOUT 6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OW0066'RAILROAD FROM BONNEVILLE, FREMONT COUNTY, 400 FEET SOUTHEAST OF
 OW0066'MILEPOST 310, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND
 OW0066'IN A ROCK OUTCROP MARKED BY A PYRAMID OF ROCKS.  A STANDARD DISK,
 OW0066'STAMPED 4734.689 H 22 1933.
 OW0066
 OW0066                          STATION RECOVERY (1982)
 OW0066
 OW0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0010 ***********************************************************************
 OW0010  DESIGNATION -  H 23
 OW0010  PID         -  OW0010
 OW0010  STATE/COUNTY-  WY/HOT SPRINGS
 OW0010  USGS QUAD   -  KIRBY (1985)
 OW0010
 OW0010                         *CURRENT SURVEY CONTROL
 OW0010  ___________________________________________________________________
 OW0010* NAD 83(1986)-  43 46 28.     (N)    108 10 03.     (W)     SCALED    
 OW0010* NAVD 88     -      1305.393  (meters)    4282.78   (feet)  ADJUSTED  
 OW0010  ___________________________________________________________________
 OW0010  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 OW0010  DYNAMIC HT  -        1304.716 (meters)    4280.56  (feet)  COMP
 OW0010  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 OW0010
 OW0010  VERT ORDER  -  FIRST     CLASS II
 OW0010
 OW0010.The horizontal coordinates were scaled from a topographic map and have
 OW0010.an estimated accuracy of +/- 6 seconds.
 OW0010
 OW0010.The orthometric height was determined by differential leveling
 OW0010.and adjusted by the National Geodetic Survey in June 1991..
 OW0010
 OW0010.The geoid height was determined by GEOID03.
 OW0010
 OW0010.The dynamic height is computed by dividing the NAVD 88
 OW0010.geopotential number by the normal gravity value computed on the
 OW0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0010.degrees latitude (g = 980.6199 gals.).
 OW0010
 OW0010.The modeled gravity was interpolated from observed gravity values.
 OW0010
 OW0010;                    North         East    Units  Estimated Accuracy
 OW0010;SPC WYWC     -   363,850.      646,890.      MT  (+/- 180 meters Scaled)
 OW0010
 OW0010                          SUPERSEDED SURVEY CONTROL
 OW0010
 OW0010  NGVD 29 (??/??/92) 1304.560  (m)         4280.04   (f) ADJ UNCH    1 2
 OW0010
 OW0010.Superseded values are not recommended for survey control.
 OW0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0010.See file dsdata.txt to determine how the superseded data were derived.
 OW0010
 OW0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP279507(NAD 83)
 OW0010_MARKER: DB = BENCH MARK DISK
 OW0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0010_STAMPING: 4279.466 H 23 1933
 OW0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0010+STABILITY: SURFACE MOTION
 OW0010
 OW0010  HISTORY     - Date     Condition        Report By
 OW0010  HISTORY     - 1933     MONUMENTED       CGS
 OW0010  HISTORY     - 1979     MARK NOT FOUND   USGS
 OW0010
 OW0010                          STATION DESCRIPTION
 OW0010
 OW0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0010'2.0 MI S FROM KIRBY.
 OW0010'2.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OW0010'KIRBY, HOT SPRINGS COUNTY, 2.7 MILES NORTH OF LUCERNE, 850 FEET SOUTH
 OW0010'OF A PRIVATE-ROAD CROSSING, AT MILEAGE 345.75, AND 18 FEET WEST OF THE
 OW0010'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 4279.466 H 23 1933
 OW0010'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 OW0010'GROUND.
 OW0010
 OW0010                          STATION RECOVERY (1979)
 OW0010
 OW0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0039 ***********************************************************************
 PX0039  DESIGNATION -  H 24
 PX0039  PID         -  PX0039
 PX0039  STATE/COUNTY-  WY/BIG HORN
 PX0039  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0039
 PX0039                         *CURRENT SURVEY CONTROL
 PX0039  ___________________________________________________________________
 PX0039* NAD 83(1986)-  44 20 17.     (N)    108 01 07.     (W)     SCALED    
 PX0039* NAVD 88     -      1183.736  (meters)    3883.64   (feet)  ADJUSTED  
 PX0039  ___________________________________________________________________
 PX0039  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0039  DYNAMIC HT  -        1183.222 (meters)    3881.95  (feet)  COMP
 PX0039  MODELED GRAV-     980,144.1   (mgal)                       NAVD 88
 PX0039
 PX0039  VERT ORDER  -  FIRST     CLASS II
 PX0039
 PX0039.The horizontal coordinates were scaled from a topographic map and have
 PX0039.an estimated accuracy of +/- 6 seconds.
 PX0039
 PX0039.The orthometric height was determined by differential leveling
 PX0039.and adjusted by the National Geodetic Survey in June 1991..
 PX0039
 PX0039.The geoid height was determined by GEOID03.
 PX0039
 PX0039.The dynamic height is computed by dividing the NAVD 88
 PX0039.geopotential number by the normal gravity value computed on the
 PX0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0039.degrees latitude (g = 980.6199 gals.).
 PX0039
 PX0039.The modeled gravity was interpolated from observed gravity values.
 PX0039
 PX0039;                    North         East    Units  Estimated Accuracy
 PX0039;SPC WYEC     -   526,540.      345,350.      MT  (+/- 180 meters Scaled)
 PX0039
 PX0039                          SUPERSEDED SURVEY CONTROL
 PX0039
 PX0039  NGVD 29 (??/??/92) 1182.944  (m)         3881.04   (f) ADJ UNCH    1 2
 PX0039
 PX0039.Superseded values are not recommended for survey control.
 PX0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0039.See file dsdata.txt to determine how the superseded data were derived.
 PX0039
 PX0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ376137(NAD 83)
 PX0039_MARKER: DB = BENCH MARK DISK
 PX0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0039_SP_SET: CULVERT
 PX0039_STAMPING: 3880.563 H 24 1933
 PX0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0039
 PX0039  HISTORY     - Date     Condition        Report By
 PX0039  HISTORY     - 1933     MONUMENTED       CGS
 PX0039  HISTORY     - 1934     GOOD             NGS
 PX0039
 PX0039                          STATION DESCRIPTION
 PX0039
 PX0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0039'3.2 MI S FROM BASIN.
 PX0039'3.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RR FROM THE
 PX0039'BASIN, BIG HORB CO., AT MILEAGE 393.16, AT A CULVERT, IN THE TOP OF
 PX0039'THE SOUTH CORNER OF THE CONCRETE HEADWALL, AND WEST OF THE TRACK.  A
 PX0039'STANDARD DISK.
 PX0039
 PX0039                          STATION RECOVERY (1934)
 PX0039
 PX0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0038 ***********************************************************************
 NT0038  DESIGNATION -  H 24
 NT0038  PID         -  NT0038
 NT0038  STATE/COUNTY-  WY/SUBLETTE
 NT0038  USGS QUAD   -  LA BARGE (1980)
 NT0038
 NT0038                         *CURRENT SURVEY CONTROL
 NT0038  ___________________________________________________________________
 NT0038* NAD 83(1986)-  42 18 32.     (N)    110 11 12.     (W)     SCALED    
 NT0038* NAVD 88     -      2023.922  (meters)    6640.15   (feet)  ADJUSTED  
 NT0038  ___________________________________________________________________
 NT0038  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 NT0038  DYNAMIC HT  -        2022.271 (meters)    6634.73  (feet)  COMP
 NT0038  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 NT0038
 NT0038  VERT ORDER  -  SECOND    CLASS 0
 NT0038
 NT0038.The horizontal coordinates were scaled from a topographic map and have
 NT0038.an estimated accuracy of +/- 6 seconds.
 NT0038
 NT0038.The orthometric height was determined by differential leveling
 NT0038.and adjusted by the National Geodetic Survey in June 1991..
 NT0038
 NT0038.The geoid height was determined by GEOID03.
 NT0038
 NT0038.The dynamic height is computed by dividing the NAVD 88
 NT0038.geopotential number by the normal gravity value computed on the
 NT0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0038.degrees latitude (g = 980.6199 gals.).
 NT0038
 NT0038.The modeled gravity was interpolated from observed gravity values.
 NT0038
 NT0038;                    North         East    Units  Estimated Accuracy
 NT0038;SPC WY W     -   300,890.      791,480.      MT  (+/- 180 meters Scaled)
 NT0038
 NT0038                          SUPERSEDED SURVEY CONTROL
 NT0038
 NT0038  NGVD 29 (??/??/92) 2022.567  (m)         6635.71   (f) ADJ UNCH    2 0
 NT0038
 NT0038.Superseded values are not recommended for survey control.
 NT0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0038.See file dsdata.txt to determine how the superseded data were derived.
 NT0038
 NT0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM670843(NAD 83)
 NT0038_MARKER: P = PIPE CAP
 NT0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0038_STAMPING: H 24 06 6635
 NT0038_MARK LOGO: USGS  
 NT0038_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0038
 NT0038  HISTORY     - Date     Condition        Report By
 NT0038  HISTORY     - UNK      MONUMENTED       USGS
 NT0038  HISTORY     - 1958     GOOD             NGS
 NT0038  HISTORY     - 19911125 GOOD             LOCENG
 NT0038
 NT0038                          STATION DESCRIPTION
 NT0038
 NT0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NT0038'16.9 MI NW FROM LA BARGE.
 NT0038'IN SUBLETTE COUNTY, 16.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM
 NT0038'THE POST OFFICE AT BIG PINEY, ABOUT 3.1 MILES NORTHEAST OF THE POST
 NT0038'OFFICE AT TULSA, LINCOLN COUNTY, AT THE JUNCTION WITH THE OLD HIGHWAY
 NT0038'LEADING DUE WEST, 0.1 MILE WEST OF AN INTERSECTION ON THE OLD HIGHWAY,
 NT0038'AND ABOUT 145 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY. A
 NT0038'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED H 24 06 6635 AND
 NT0038'RIVITED ON TOP OF A 3-1/2 INCH IRON PIPE.  NOTE-- MARK IS NEAR OLD
 NT0038'HIGHWAY, ABOUT 1/2 MILE WEST OF THE PRESENT HWY. 189, AND ABOUT 3.1
 NT0038'MILE NORTH OF LABARGE INSTEAD OF TULSA.
 NT0038
 NT0038                          STATION RECOVERY (1991)
 NT0038
 NT0038'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 NT0038'RECOVERED IN GOOD CONDITION.  NOTE--MONUMENT IS EASTERLY 100 FEET
 NT0038'(30.5 M) OF NE/SW TRAIL ROAD, ORIGINAL LABARGE-BIG PINEY ROAD,
 NT0038'SOUTHERLY 25 FEET (7.6 M) OF E/W TRAIL ROAD, 150 FEET (45.7 M)
 NT0038'WESTERLY OF ABANDONED HIGHWAY 89, AND ABOUT 1/4 MILE WESTERLY OF
 NT0038'PRESENT HIGHWAY 189.  TOP OF MONUMENT IS 20 INCHES ABOVE GROUND
 NT0038'LEVEL, SET A BLACK STEEL FENCE POST EASTERLY 5 FEET (1.5 M) WITH NGS
 NT0038'SIGN, SET TIRE CASING ABOUT MONUMENT TO KEEP CATTLE FROM RUBBING
 NT0038'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0023 ***********************************************************************
 PX0023  DESIGNATION -  H 25
 PX0023  PID         -  PX0023
 PX0023  STATE/COUNTY-  WY/BIG HORN
 PX0023  USGS QUAD   -  LOVELL (1978)
 PX0023
 PX0023                         *CURRENT SURVEY CONTROL
 PX0023  ___________________________________________________________________
 PX0023* NAD 83(1986)-  44 50 05.     (N)    108 23 38.     (W)     SCALED    
 PX0023* NAVD 88     -      1170.411  (meters)    3839.92   (feet)  ADJUSTED  
 PX0023  ___________________________________________________________________
 PX0023  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 PX0023  DYNAMIC HT  -        1169.968 (meters)    3838.47  (feet)  COMP
 PX0023  MODELED GRAV-     980,198.9   (mgal)                       NAVD 88
 PX0023  OBS GRAVITY -     980,200.5   (mgal)                       GRAV_OBS
 PX0023
 PX0023  VERT ORDER  -  FIRST     CLASS II
 PX0023
 PX0023.The horizontal coordinates were scaled from a topographic map and have
 PX0023.an estimated accuracy of +/- 6 seconds.
 PX0023
 PX0023.The orthometric height was determined by differential leveling
 PX0023.and adjusted by the National Geodetic Survey in June 1991..
 PX0023.WARNING-Repeat measurements at this control monument indicate possible
 PX0023.vertical movement.
 PX0023
 PX0023.The geoid height was determined by GEOID03.
 PX0023
 PX0023.The dynamic height is computed by dividing the NAVD 88
 PX0023.geopotential number by the normal gravity value computed on the
 PX0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0023.degrees latitude (g = 980.6199 gals.).
 PX0023
 PX0023.The modeled gravity was interpolated from observed gravity values.
 PX0023.The observed gravity was obtained from relative gravimeter ties
 PX0023.to the IGSN71 gravity network.
 PX0023
 PX0023;                    North         East    Units  Estimated Accuracy
 PX0023;SPC WYEC     -   582,050.      316,140.      MT  (+/- 180 meters Scaled)
 PX0023
 PX0023                          SUPERSEDED SURVEY CONTROL
 PX0023
 PX0023  NGVD 29 (06/08/92) 1169.560  (m)         3837.13   (f) ADJUSTED    1 2
 PX0023
 PX0023.Superseded values are not recommended for survey control.
 PX0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0023.See file dsdata.txt to determine how the superseded data were derived.
 PX0023
 PX0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ059678(NAD 83)
 PX0023_MARKER: DB = BENCH MARK DISK
 PX0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0023_SP_SET: BUILDING
 PX0023_STAMPING: 3836.771 H 25 1933
 PX0023_MARK LOGO: CGS   
 PX0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0023
 PX0023  HISTORY     - Date     Condition        Report By
 PX0023  HISTORY     - 1933     MONUMENTED       CGS
 PX0023  HISTORY     - 1941     GOOD             NGS
 PX0023  HISTORY     - 1982     GOOD             NGS
 PX0023  HISTORY     - 1982     GOOD             NGS
 PX0023
 PX0023                          STATION DESCRIPTION
 PX0023
 PX0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0023'IN LOVELL.
 PX0023'AT LOVELL, BIG HORN COUNTY, AT THE HIGH SCHOOL, AND IN THE NORTH SIDE
 PX0023'OF THE ENTRANCE TO THE BUILDING.  A STANDARD DISK, STAMPED 3836.771 H
 PX0023'25 1933.
 PX0023
 PX0023                          STATION RECOVERY (1941)
 PX0023
 PX0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 PX0023'RECOVERED IN GOOD CONDITION.
 PX0023
 PX0023                          STATION RECOVERY (1982)
 PX0023
 PX0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0023'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 PX0023'IN LOVELL, AT THE INTERSECTION OF SHOSHONE AVENUE AND 6 TH STREET, IN
 PX0023'TOP OF THE NORTH END OF THE SECOND CONCRETE STEP OF THE EAST ENTRANCE
 PX0023'TO THE LOVELL HIGH SCHOOL, 39.4 METERS (129.3 FT) NORTH OF THE
 PX0023'EXTENDED CENTER OF THE STREET, 33.0 (108.3 FT) WEST OF THE CENTER OF
 PX0023'THE AVENUE AND 2.5 METERS (8.2 FT) NORTHEAST OF THE CENTER OF THE
 PX0023'ENTRANCE.
 PX0023'THE MARK IS 0.6 M ABOVE THE AVENUE.
 PX0023
 PX0023                          STATION RECOVERY (1982)
 PX0023
 PX0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0023'THE BENCH MARK IS IN THE ENTRANCE HALLWAY OF THE OLD HIGH SCHOOL AT
 PX0023'THE EASTERN ENTRANCE FACING SHOSHONE BETWEEN FIFTH AND SIXTH STREET
 PX0023'IN LOVELL, WYOMING. IT IS 11.9 M (39 FT) WEST-NORTHWEST OF THE FLAG
 PX0023'POLE, 2.4 M (8 FT) NORTHEAST OF THE CENTER OF THE DOORS, AND 12 CM (5
 PX0023'IN) SOUTH OF THE NORTHERN CONCRETE COLUMN IN THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0140 ***********************************************************************
 PX0140  DESIGNATION -  H 26
 PX0140  PID         -  PX0140
 PX0140  STATE/COUNTY-  WY/PARK
 PX0140  USGS QUAD   -  VOCATION (1978)
 PX0140
 PX0140                         *CURRENT SURVEY CONTROL
 PX0140  ___________________________________________________________________
 PX0140* NAD 83(1986)-  44 37 42.     (N)    108 57 22.     (W)     SCALED    
 PX0140* NAVD 88     -      1432.150  (meters)    4698.65   (feet)  ADJUSTED  
 PX0140  ___________________________________________________________________
 PX0140  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 PX0140  DYNAMIC HT  -        1431.448 (meters)    4696.34  (feet)  COMP
 PX0140  MODELED GRAV-     980,077.9   (mgal)                       NAVD 88
 PX0140
 PX0140  VERT ORDER  -  SECOND    CLASS 0
 PX0140
 PX0140.The horizontal coordinates were scaled from a topographic map and have
 PX0140.an estimated accuracy of +/- 6 seconds.
 PX0140
 PX0140.The orthometric height was determined by differential leveling
 PX0140.and adjusted by the National Geodetic Survey in June 1991..
 PX0140
 PX0140.The geoid height was determined by GEOID03.
 PX0140
 PX0140.The dynamic height is computed by dividing the NAVD 88
 PX0140.geopotential number by the normal gravity value computed on the
 PX0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0140.degrees latitude (g = 980.6199 gals.).
 PX0140
 PX0140.The modeled gravity was interpolated from observed gravity values.
 PX0140
 PX0140;                    North         East    Units  Estimated Accuracy
 PX0140;SPC WYWC     -   458,590.      583,650.      MT  (+/- 180 meters Scaled)
 PX0140
 PX0140                          SUPERSEDED SURVEY CONTROL
 PX0140
 PX0140  NGVD 29 (??/??/92) 1431.091  (m)         4695.17   (f) ADJ UNCH    2 0
 PX0140
 PX0140.Superseded values are not recommended for survey control.
 PX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0140.See file dsdata.txt to determine how the superseded data were derived.
 PX0140
 PX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ621436(NAD 83)
 PX0140_MARKER: DB = BENCH MARK DISK
 PX0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0140_STAMPING: 4694.767 H 26 1933
 PX0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0140+STABILITY: SURFACE MOTION
 PX0140
 PX0140  HISTORY     - Date     Condition        Report By
 PX0140  HISTORY     - 1933     MONUMENTED       CGS
 PX0140  HISTORY     - 1966     MARK NOT FOUND   USGS
 PX0140
 PX0140                          STATION DESCRIPTION
 PX0140
 PX0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0140'7.8 MI SW FROM RALSTON.
 PX0140'ABOUT 7.8 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0140'RAILROAD FROM RALSTON, PARK COUNTY, AT MILEAGE 33.6, AND 75 FEET EAST
 PX0140'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 4694.767 H
 PX0140'26 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 PX0140'INCHES ABOVE GROUND.
 PX0140
 PX0140                          STATION RECOVERY (1966)
 PX0140
 PX0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0131 ***********************************************************************
 OV0131  DESIGNATION -  H 26
 OV0131  PID         -  OV0131
 OV0131  STATE/COUNTY-  WY/NATRONA
 OV0131  USGS QUAD   -  WALTMAN NW (1952)
 OV0131
 OV0131                         *CURRENT SURVEY CONTROL
 OV0131  ___________________________________________________________________
 OV0131* NAD 83(1986)-  43 07 53.     (N)    107 09 38.     (W)     SCALED    
 OV0131* NAVD 88     -      1800.768  (meters)    5908.02   (feet)  POSTED    
 OV0131  ___________________________________________________________________
 OV0131  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 OV0131  DYNAMIC HT  -        1799.530 (meters)    5903.96  (feet)  COMP
 OV0131  MODELED GRAV-     979,868.0   (mgal)                       NAVD 88
 OV0131
 OV0131  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0131
 OV0131.The horizontal coordinates were scaled from a topographic map and have
 OV0131.an estimated accuracy of +/- 6 seconds.
 OV0131
 OV0131.The orthometric height was determined by differential leveling
 OV0131.and adjusted by the National Geodetic Survey in 1992..
 OV0131.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0131.rate of 1.1 thru 2.0 mm/km.
 OV0131
 OV0131.The geoid height was determined by GEOID03.
 OV0131
 OV0131.The dynamic height is computed by dividing the NAVD 88
 OV0131.geopotential number by the normal gravity value computed on the
 OV0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0131.degrees latitude (g = 980.6199 gals.).
 OV0131
 OV0131.The modeled gravity was interpolated from observed gravity values.
 OV0131
 OV0131;                    North         East    Units  Estimated Accuracy
 OV0131;SPC WYEC     -   392,260.      414,060.      MT  (+/- 180 meters Scaled)
 OV0131
 OV0131                          SUPERSEDED SURVEY CONTROL
 OV0131
 OV0131  NGVD 29 (??/??/92) 1799.596  (m)         5904.17   (f) ADJ UNCH    1 2
 OV0131
 OV0131.Superseded values are not recommended for survey control.
 OV0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0131.See file dsdata.txt to determine how the superseded data were derived.
 OV0131
 OV0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH242776(NAD 83)
 OV0131_MARKER: DB = BENCH MARK DISK
 OV0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0131_STAMPING: H 26 1934
 OV0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0131+STABILITY: SURFACE MOTION
 OV0131
 OV0131  HISTORY     - Date     Condition        Report By
 OV0131  HISTORY     - 1934     MONUMENTED       CGS
 OV0131
 OV0131                          STATION DESCRIPTION
 OV0131
 OV0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0131'6.3 MI SE FROM ARMINTO.
 OV0131'6.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0131'FROM THE STATION AT ARMINTO, NATRONA COUNTY ABOUT 870 FEET WEST OF
 OV0131'MILEPOST 254, AT THE WEST END OF A CUT, 93.5 FEET SOUTH OF THE SOUTH
 OV0131'RAIL, 4.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 10 FEET
 OV0131'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED H 26 1934 AND SET IN
 OV0131'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0158 ***********************************************************************
 OV0158  DESIGNATION -  H 27
 OV0158  PID         -  OV0158
 OV0158  STATE/COUNTY-  WY/FREMONT
 OV0158  USGS QUAD   -  PICARD RANCH (1952)
 OV0158
 OV0158                         *CURRENT SURVEY CONTROL
 OV0158  ___________________________________________________________________
 OV0158* NAD 83(1986)-  43 15 58.     (N)    107 57 53.     (W)     SCALED    
 OV0158* NAVD 88     -      1515.356  (meters)    4971.63   (feet)  ADJUSTED  
 OV0158  ___________________________________________________________________
 OV0158  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 OV0158  DYNAMIC HT  -        1514.384 (meters)    4968.44  (feet)  COMP
 OV0158  MODELED GRAV-     979,927.0   (mgal)                       NAVD 88
 OV0158
 OV0158  VERT ORDER  -  FIRST     CLASS II
 OV0158
 OV0158.The horizontal coordinates were scaled from a topographic map and have
 OV0158.an estimated accuracy of +/- 6 seconds.
 OV0158
 OV0158.The orthometric height was determined by differential leveling
 OV0158.and adjusted by the National Geodetic Survey in June 1991..
 OV0158
 OV0158.The geoid height was determined by GEOID03.
 OV0158
 OV0158.The dynamic height is computed by dividing the NAVD 88
 OV0158.geopotential number by the normal gravity value computed on the
 OV0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0158.degrees latitude (g = 980.6199 gals.).
 OV0158
 OV0158.The modeled gravity was interpolated from observed gravity values.
 OV0158
 OV0158;                    North         East    Units  Estimated Accuracy
 OV0158;SPC WYWC     -   307,520.      663,750.      MT  (+/- 180 meters Scaled)
 OV0158
 OV0158                          SUPERSEDED SURVEY CONTROL
 OV0158
 OV0158  NGVD 29 (??/??/92) 1514.383  (m)         4968.44   (f) ADJ UNCH    1 2
 OV0158
 OV0158.Superseded values are not recommended for survey control.
 OV0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0158.See file dsdata.txt to determine how the superseded data were derived.
 OV0158
 OV0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH593946(NAD 83)
 OV0158_MARKER: DB = BENCH MARK DISK
 OV0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0158_STAMPING: H 27 1934
 OV0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0158+STABILITY: SURFACE MOTION
 OV0158
 OV0158  HISTORY     - Date     Condition        Report By
 OV0158  HISTORY     - 1934     MONUMENTED       CGS
 OV0158
 OV0158                          STATION DESCRIPTION
 OV0158
 OV0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0158'5.7 MI E FROM BONNEVILLE.
 OV0158'ABOUT 5.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0158'FROM THE STATION AT BONNEVILLE, FREMONT COUNTY, AT THE SIDING AT GATE,
 OV0158'ABOUT 0.7 MILE WEST OF MILEPOST 298, IN LINE WITH THE TWO POSTS
 OV0158'SUPPORTING THE STATION SIGN, 38.8 FEET NORTH OF THE NORTH RAIL OF THE
 OV0158'MAIN TRACK, 14.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TELEPHONE
 OV0158'BOOTH, AND 12.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SECTION
 OV0158'HOUSE.  A STANDARD DISK, STAMPED H 27 1934 AND SET IN THE TOP OF A
 OV0158'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0006 ***********************************************************************
 NS0006  DESIGNATION -  H 28
 NS0006  PID         -  NS0006
 NS0006  STATE/COUNTY-  WY/FREMONT
 NS0006  USGS QUAD   -  MYERS RANCH (1951)
 NS0006
 NS0006                         *CURRENT SURVEY CONTROL
 NS0006  ___________________________________________________________________
 NS0006* NAD 83(1986)-  42 33 49.     (N)    108 00 17.     (W)     SCALED    
 NS0006* NAVD 88     -      1999.568  (meters)    6560.25   (feet)  ADJUSTED  
 NS0006  ___________________________________________________________________
 NS0006  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 NS0006  DYNAMIC HT  -        1998.111 (meters)    6555.47  (feet)  COMP
 NS0006  MODELED GRAV-     979,820.5   (mgal)                       NAVD 88
 NS0006
 NS0006  VERT ORDER  -  SECOND    CLASS 0
 NS0006
 NS0006.The horizontal coordinates were scaled from a topographic map and have
 NS0006.an estimated accuracy of +/- 6 seconds.
 NS0006
 NS0006.The orthometric height was determined by differential leveling
 NS0006.and adjusted by the National Geodetic Survey in June 1991..
 NS0006
 NS0006.The geoid height was determined by GEOID03.
 NS0006
 NS0006.The dynamic height is computed by dividing the NAVD 88
 NS0006.geopotential number by the normal gravity value computed on the
 NS0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0006.degrees latitude (g = 980.6199 gals.).
 NS0006
 NS0006.The modeled gravity was interpolated from observed gravity values.
 NS0006
 NS0006;                    North         East    Units  Estimated Accuracy
 NS0006;SPC WYWC     -   229,450.      661,200.      MT  (+/- 180 meters Scaled)
 NS0006
 NS0006                          SUPERSEDED SURVEY CONTROL
 NS0006
 NS0006  NGVD 29 (??/??/92) 1998.497  (m)         6556.74   (f) ADJ UNCH    2 0
 NS0006
 NS0006.Superseded values are not recommended for survey control.
 NS0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0006.See file dsdata.txt to determine how the superseded data were derived.
 NS0006
 NS0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN458167(NAD 83)
 NS0006_MARKER: DB = BENCH MARK DISK
 NS0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0006_STAMPING: H 28 1934
 NS0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0006+STABILITY: SURFACE MOTION
 NS0006
 NS0006  HISTORY     - Date     Condition        Report By
 NS0006  HISTORY     - 1934     MONUMENTED       CGS
 NS0006
 NS0006                          STATION DESCRIPTION
 NS0006
 NS0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0006'9.6 MI E FROM HUDSON.
 NS0006'9.6 MILES EAST ALONG U.S. HI. 287 FROM SWEETWATER STATION,
 NS0006'FREMONT COUNTY, 600 FEET NORTHWEST OF A TIMBER BRIDGE, AND 42 FEET
 NS0006'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 NS0006'H 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0026 ***********************************************************************
 NT0026  DESIGNATION -  H 30
 NT0026  PID         -  NT0026
 NT0026  STATE/COUNTY-  WY/SUBLETTE
 NT0026  USGS QUAD   -  BIG PINEY EAST (1980)
 NT0026
 NT0026                         *CURRENT SURVEY CONTROL
 NT0026  ___________________________________________________________________
 NT0026* NAD 83(1986)-  42 31 16.     (N)    110 06 17.     (W)     SCALED    
 NT0026* NAVD 88     -      2074.444  (meters)    6805.90   (feet)  ADJUSTED  
 NT0026  ___________________________________________________________________
 NT0026  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 NT0026  DYNAMIC HT  -        2072.752 (meters)    6800.35  (feet)  COMP
 NT0026  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 NT0026
 NT0026  VERT ORDER  -  SECOND    CLASS 0
 NT0026
 NT0026.The horizontal coordinates were scaled from a topographic map and have
 NT0026.an estimated accuracy of +/- 6 seconds.
 NT0026
 NT0026.The orthometric height was determined by differential leveling
 NT0026.and adjusted by the National Geodetic Survey in June 1991..
 NT0026
 NT0026.The geoid height was determined by GEOID03.
 NT0026
 NT0026.The dynamic height is computed by dividing the NAVD 88
 NT0026.geopotential number by the normal gravity value computed on the
 NT0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0026.degrees latitude (g = 980.6199 gals.).
 NT0026
 NT0026.The modeled gravity was interpolated from observed gravity values.
 NT0026
 NT0026;                    North         East    Units  Estimated Accuracy
 NT0026;SPC WY W     -   324,460.      798,240.      MT  (+/- 180 meters Scaled)
 NT0026
 NT0026                          SUPERSEDED SURVEY CONTROL
 NT0026
 NT0026  NGVD 29 (??/??/92) 2073.057  (m)         6801.35   (f) ADJ UNCH    2 0
 NT0026
 NT0026.Superseded values are not recommended for survey control.
 NT0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0026.See file dsdata.txt to determine how the superseded data were derived.
 NT0026
 NT0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN735080(NAD 83)
 NT0026_MARKER: DD = SURVEY DISK
 NT0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0026_STAMPING: H 30 06 6801
 NT0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0026
 NT0026  HISTORY     - Date     Condition        Report By
 NT0026  HISTORY     - UNK      MONUMENTED       USGS
 NT0026  HISTORY     - 1934     GOOD             NGS
 NT0026
 NT0026                          STATION DESCRIPTION
 NT0026
 NT0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NT0026'1.5 MI SE FROM BIG PINEY.
 NT0026'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT BIG
 NT0026'PINEY, ABOUT 500 FEET SOUTH OF THE BRIDGE OVER FISH CREEK, 44 FEET
 NT0026'EAST OF THE CENTERLINE OF THE HIGHWAY AND 6 FEET WEST OF A FENCE. A
 NT0026'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED H 30 06 6801 AND
 NT0026'RIVITED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0279 ***********************************************************************
 MP0279  DESIGNATION -  H 30
 MP0279  PID         -  MP0279
 MP0279  STATE/COUNTY-  WY/CARBON
 MP0279  USGS QUAD   -  RENDLE HILL (1983)
 MP0279
 MP0279                         *CURRENT SURVEY CONTROL
 MP0279  ___________________________________________________________________
 MP0279* NAD 83(1986)-  41 56 50.     (N)    107 20 08.     (W)     SCALED    
 MP0279* NAVD 88     -      2144.428  (meters)    7035.51   (feet)  ADJUSTED  
 MP0279  ___________________________________________________________________
 MP0279  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 MP0279  DYNAMIC HT  -        2142.629 (meters)    7029.61  (feet)  COMP
 MP0279  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 MP0279
 MP0279  VERT ORDER  -  FIRST     CLASS II
 MP0279
 MP0279.The horizontal coordinates were scaled from a topographic map and have
 MP0279.an estimated accuracy of +/- 6 seconds.
 MP0279
 MP0279.The orthometric height was determined by differential leveling
 MP0279.and adjusted by the National Geodetic Survey in June 1991..
 MP0279
 MP0279.The geoid height was determined by GEOID03.
 MP0279
 MP0279.The dynamic height is computed by dividing the NAVD 88
 MP0279.geopotential number by the normal gravity value computed on the
 MP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0279.degrees latitude (g = 980.6199 gals.).
 MP0279
 MP0279.The modeled gravity was interpolated from observed gravity values.
 MP0279
 MP0279;                    North         East    Units  Estimated Accuracy
 MP0279;SPC WYEC     -   260,720.      399,820.      MT  (+/- 180 meters Scaled)
 MP0279
 MP0279                          SUPERSEDED SURVEY CONTROL
 MP0279
 MP0279  NGVD 29 (06/08/92) 2143.280  (m)         7031.74   (f) ADJUSTED    1 2
 MP0279
 MP0279.Superseded values are not recommended for survey control.
 MP0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0279.See file dsdata.txt to determine how the superseded data were derived.
 MP0279
 MP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG064465(NAD 83)
 MP0279_MARKER: DB = BENCH MARK DISK
 MP0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0279_STAMPING: H 30 1933
 MP0279_MARK LOGO: CGS   
 MP0279_PROJECTION: PROJECTING 5 CENTIMETERS
 MP0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0279+STABILITY: SURFACE MOTION
 MP0279
 MP0279  HISTORY     - Date     Condition        Report By
 MP0279  HISTORY     - 1933     MONUMENTED       CGS
 MP0279  HISTORY     - 1955     GOOD             USGS
 MP0279  HISTORY     - 1982     GOOD             NGS
 MP0279
 MP0279                          STATION DESCRIPTION
 MP0279
 MP0279'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MP0279'12.5 MI N FROM RAWLINS.
 MP0279'12.5 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MP0279'RAWLINS, CARBON COUNTY, AT A POINT WHERE TRACK ROAD ENTERS HIGHWAY
 MP0279'FROM THE EAST, 43 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, AND
 MP0279'315 FEET EAST OF THE CENTER LINE OF THE NEW HIGHWAY AND SET IN THE TOP
 MP0279'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MP0279
 MP0279                          STATION RECOVERY (1982)
 MP0279
 MP0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MP0279'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  20.8 KM (12.9
 MP0279'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 MP0279'HIGHWAY 30 IN RAWLINS, 96.0 METERS (315.0 FT) NORTHEAST OF THE
 MP0279'CENTERLINE OF THE HIGHWAY, 61.6 METERS (202.1 FT) NORTHEAST OF A
 MP0279'FENCE, 17.4 METERS (57.1 FT) NORTH OF THE CENTER OF A FIELD ROAD
 MP0279'LEADING NORTHEAST AND 13.1 METERS (43.0 FT) EAST OF THE CENTER OF THE
 MP0279'OLD HIGHWAY.
 MP0279'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MP0279'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0024 ***********************************************************************
 NT0024  DESIGNATION -  H 31
 NT0024  PID         -  NT0024
 NT0024  STATE/COUNTY-  WY/SUBLETTE
 NT0024  USGS QUAD   -  BIG PINEY EAST (1980)
 NT0024
 NT0024                         *CURRENT SURVEY CONTROL
 NT0024  ___________________________________________________________________
 NT0024* NAD 83(1986)-  42 33 11.     (N)    110 06 54.     (W)     SCALED    
 NT0024* NAVD 88     -      2094.935  (meters)    6873.13   (feet)  ADJUSTED  
 NT0024  ___________________________________________________________________
 NT0024  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NT0024  DYNAMIC HT  -        2093.231 (meters)    6867.54  (feet)  COMP
 NT0024  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 NT0024
 NT0024  VERT ORDER  -  SECOND    CLASS 0
 NT0024
 NT0024.The horizontal coordinates were scaled from a topographic map and have
 NT0024.an estimated accuracy of +/- 6 seconds.
 NT0024
 NT0024.The orthometric height was determined by differential leveling
 NT0024.and adjusted by the National Geodetic Survey in June 1991..
 NT0024
 NT0024.The geoid height was determined by GEOID03.
 NT0024
 NT0024.The dynamic height is computed by dividing the NAVD 88
 NT0024.geopotential number by the normal gravity value computed on the
 NT0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0024.degrees latitude (g = 980.6199 gals.).
 NT0024
 NT0024.The modeled gravity was interpolated from observed gravity values.
 NT0024
 NT0024;                    North         East    Units  Estimated Accuracy
 NT0024;SPC WY W     -   328,010.      797,400.      MT  (+/- 180 meters Scaled)
 NT0024
 NT0024                          SUPERSEDED SURVEY CONTROL
 NT0024
 NT0024  NGVD 29 (??/??/92) 2093.545  (m)         6868.57   (f) ADJ UNCH    2 0
 NT0024
 NT0024.Superseded values are not recommended for survey control.
 NT0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0024.See file dsdata.txt to determine how the superseded data were derived.
 NT0024
 NT0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN726115(NAD 83)
 NT0024_MARKER: P = PIPE CAP
 NT0024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0024_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0024_STAMPING: H 31 06 6868
 NT0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0024
 NT0024  HISTORY     - Date     Condition        Report By
 NT0024  HISTORY     - UNK      MONUMENTED       USGS
 NT0024  HISTORY     - 1960     GOOD             NGS
 NT0024  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 NT0024
 NT0024                          STATION DESCRIPTION
 NT0024
 NT0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NT0024'1.0 MI N FROM BIG PINEY.
 NT0024'1 MILE NORTH ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT BIG PINEY,
 NT0024'AT A CURVE AND ABOUT 300 FEET NORTHWEST OF THE CENTERLINE OF THE
 NT0024'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED H 31
 NT0024'06 6868 AND RIVETED ON TOP OF A 3-1/2 INCH IRON PIPE.
 NT0024
 NT0024                          STATION RECOVERY (1982)
 NT0024
 NT0024'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NT0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0187 ***********************************************************************
 NR0187  DESIGNATION -  H 31
 NR0187  PID         -  NR0187
 NR0187  STATE/COUNTY-  WY/NATRONA
 NR0187  USGS QUAD   -  INDEPENDENCE ROCK (1981)
 NR0187
 NR0187                         *CURRENT SURVEY CONTROL
 NR0187  ___________________________________________________________________
 NR0187* NAD 83(1986)-  42 27 18.     (N)    107 11 03.     (W)     SCALED    
 NR0187* NAVD 88     -      1839.619  (meters)    6035.48   (feet)  ADJUSTED  
 NR0187  ___________________________________________________________________
 NR0187  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 NR0187  DYNAMIC HT  -        1838.359 (meters)    6031.35  (feet)  COMP
 NR0187  MODELED GRAV-     979,870.4   (mgal)                       NAVD 88
 NR0187
 NR0187  VERT ORDER  -  FIRST     CLASS II
 NR0187
 NR0187.The horizontal coordinates were scaled from a topographic map and have
 NR0187.an estimated accuracy of +/- 6 seconds.
 NR0187
 NR0187.The orthometric height was determined by differential leveling
 NR0187.and adjusted by the National Geodetic Survey in June 1991..
 NR0187
 NR0187.The geoid height was determined by GEOID03.
 NR0187
 NR0187.The dynamic height is computed by dividing the NAVD 88
 NR0187.geopotential number by the normal gravity value computed on the
 NR0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0187.degrees latitude (g = 980.6199 gals.).
 NR0187
 NR0187.The modeled gravity was interpolated from observed gravity values.
 NR0187
 NR0187;                    North         East    Units  Estimated Accuracy
 NR0187;SPC WYEC     -   317,130.      412,270.      MT  (+/- 180 meters Scaled)
 NR0187
 NR0187                          SUPERSEDED SURVEY CONTROL
 NR0187
 NR0187  NGVD 29 (??/??/92) 1838.681  (m)         6032.41   (f) ADJ UNCH    1 2
 NR0187
 NR0187.Superseded values are not recommended for survey control.
 NR0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0187.See file dsdata.txt to determine how the superseded data were derived.
 NR0187
 NR0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH204026(NAD 83)
 NR0187_MARKER: DB = BENCH MARK DISK
 NR0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0187_STAMPING: H 31 1933
 NR0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0187+STABILITY: SURFACE MOTION
 NR0187
 NR0187  HISTORY     - Date     Condition        Report By
 NR0187  HISTORY     - 1933     MONUMENTED       CGS
 NR0187  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0187
 NR0187                          STATION DESCRIPTION
 NR0187
 NR0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0187'15.2 MI NE FROM THREE FORKS.
 NR0187'IN NATRONA COUNTY, 15.2 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM
 NR0187'THREE FORKS, CARBON COUNTY, AT A CURVE TO THE LEFT OVER A SMALL RISE,
 NR0187'46 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 81.3 FEET SOUTH OF THE
 NR0187'CORNER POST AT A 70-DEGREE TURN IN THE FENCE, AND 22 FEET EAST OF THE
 NR0187'WIRE FENCE.  A STANDARD DISK, STAMPED H 31 1933 AND SET IN THE TOP OF
 NR0187'A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 NR0187
 NR0187                          STATION RECOVERY (1982)
 NR0187
 NR0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0197 ***********************************************************************
 OX0197  DESIGNATION -  H 312
 OX0197  PID         -  OX0197
 OX0197  STATE/COUNTY-  WY/TETON
 OX0197  USGS QUAD   -  SHADOW MOUNTAIN (1996)
 OX0197
 OX0197                         *CURRENT SURVEY CONTROL
 OX0197  ___________________________________________________________________
 OX0197* NAD 83(1986)-  43 38 11.     (N)    110 32 06.     (W)     SCALED    
 OX0197* NAVD 88     -      2141.049  (meters)    7024.42   (feet)  ADJUSTED  
 OX0197  ___________________________________________________________________
 OX0197  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 OX0197  DYNAMIC HT  -        2139.578 (meters)    7019.60  (feet)  COMP
 OX0197  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 OX0197
 OX0197  VERT ORDER  -  SECOND    CLASS 0
 OX0197
 OX0197.The horizontal coordinates were scaled from a topographic map and have
 OX0197.an estimated accuracy of +/- 6 seconds.
 OX0197
 OX0197.The orthometric height was determined by differential leveling
 OX0197.and adjusted by the National Geodetic Survey in June 1991..
 OX0197
 OX0197.The geoid height was determined by GEOID03.
 OX0197
 OX0197.The dynamic height is computed by dividing the NAVD 88
 OX0197.geopotential number by the normal gravity value computed on the
 OX0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0197.degrees latitude (g = 980.6199 gals.).
 OX0197
 OX0197.The modeled gravity was interpolated from observed gravity values.
 OX0197
 OX0197;                    North         East    Units  Estimated Accuracy
 OX0197;SPC WY W     -   448,450.      763,560.      MT  (+/- 180 meters Scaled)
 OX0197
 OX0197                          SUPERSEDED SURVEY CONTROL
 OX0197
 OX0197  NGVD 29 (??/??/92) 2139.699  (m)         7020.00   (f) ADJ UNCH    2 0
 OX0197
 OX0197.Superseded values are not recommended for survey control.
 OX0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0197.See file dsdata.txt to determine how the superseded data were derived.
 OX0197
 OX0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP375315(NAD 83)
 OX0197_MARKER: DB = BENCH MARK DISK
 OX0197_SETTING: 80 = SET IN A BOULDER
 OX0197_SP_SET: BOULDER
 OX0197_STAMPING: H 312 1946
 OX0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0197+STABILITY: SURFACE MOTION
 OX0197
 OX0197  HISTORY     - Date     Condition        Report By
 OX0197  HISTORY     - 1946     MONUMENTED       CGS
 OX0197
 OX0197                          STATION DESCRIPTION
 OX0197
 OX0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0197'6.55 MI E FROM KELLY.
 OX0197'ALONG GROS VENTRE RIVER ROAD, ABOUT 6.55 MILES EAST OF KELLY POST
 OX0197'OFFICE (BY ROAD), AT WIDE PLACE IN CUT AROUND SIDE OF HILL, SET IN
 OX0197'BOULDER 23 FEET SOUTH OF CENTER LINE OF ROAD, 42 FEET EAST OF
 OX0197'TELEPHONE POLE.  STANDARD BRONZE DISK, SET IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0145 ***********************************************************************
 OX0145  DESIGNATION -  H 313
 OX0145  PID         -  OX0145
 OX0145  STATE/COUNTY-  WY/LINCOLN
 OX0145  USGS QUAD   -  FERRY PEAK (1996)
 OX0145
 OX0145                         *CURRENT SURVEY CONTROL
 OX0145  ___________________________________________________________________
 OX0145* NAD 83(1986)-  43 08 31.     (N)    110 54 57.     (W)     SCALED    
 OX0145* NAVD 88     -      1801.518  (meters)    5910.48   (feet)  ADJUSTED  
 OX0145  ___________________________________________________________________
 OX0145  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OX0145  DYNAMIC HT  -        1800.295 (meters)    5906.47  (feet)  COMP
 OX0145  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 OX0145
 OX0145  VERT ORDER  -  SECOND    CLASS 0
 OX0145
 OX0145.The horizontal coordinates were scaled from a topographic map and have
 OX0145.an estimated accuracy of +/- 6 seconds.
 OX0145
 OX0145.The orthometric height was determined by differential leveling
 OX0145.and adjusted by the National Geodetic Survey in June 1991..
 OX0145
 OX0145.The geoid height was determined by GEOID03.
 OX0145
 OX0145.The dynamic height is computed by dividing the NAVD 88
 OX0145.geopotential number by the normal gravity value computed on the
 OX0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0145.degrees latitude (g = 980.6199 gals.).
 OX0145
 OX0145.The modeled gravity was interpolated from observed gravity values.
 OX0145
 OX0145;                    North         East    Units  Estimated Accuracy
 OX0145;SPC WY W     -   393,760.      732,280.      MT  (+/- 180 meters Scaled)
 OX0145
 OX0145                          SUPERSEDED SURVEY CONTROL
 OX0145
 OX0145  NGVD 29 (??/??/92) 1800.252  (m)         5906.33   (f) ADJ UNCH    2 0
 OX0145
 OX0145.Superseded values are not recommended for survey control.
 OX0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0145.See file dsdata.txt to determine how the superseded data were derived.
 OX0145
 OX0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN068765(NAD 83)
 OX0145_MARKER: DB = BENCH MARK DISK
 OX0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0145_STAMPING: H 313 1946
 OX0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0145+STABILITY: SURFACE MOTION
 OX0145
 OX0145  HISTORY     - Date     Condition        Report By
 OX0145  HISTORY     - 1946     MONUMENTED       CGS
 OX0145  HISTORY     - 1970     GOOD             NGS
 OX0145
 OX0145                          STATION DESCRIPTION
 OX0145
 OX0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0145'9.0 MI SE FROM ALPINE.
 OX0145'2.9 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0145'THENCE 6.1 MILES ALONG GREYS RIVER ROAD, 60 FEET SOUTH OF THE CENTER
 OX0145'LINE OF THE ROAD, 12 FEET NORTH OF A LONE SPRUCE TREE WHICH HAS A
 OX0145'TRIANGULAR BLAZE ON THE NORTH SIDE, 200 FEET WEST OF HIGBEE GULCH
 OX0145'CREEK, AND SET IN THE TOP OF A CONCRETE POST.
 OX0145
 OX0145                          STATION RECOVERY (1970)
 OX0145
 OX0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OX0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0084 ***********************************************************************
 NT0084  DESIGNATION -  H 314
 NT0084  PID         -  NT0084
 NT0084  STATE/COUNTY-  WY/LINCOLN
 NT0084  USGS QUAD   -  BLIND BULL CREEK (1980)
 NT0084
 NT0084                         *CURRENT SURVEY CONTROL
 NT0084  ___________________________________________________________________
 NT0084* NAD 83(1986)-  42 52 56.     (N)    110 42 20.     (W)     SCALED    
 NT0084* NAVD 88     -      2057.436  (meters)    6750.10   (feet)  ADJUSTED  
 NT0084  ___________________________________________________________________
 NT0084  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 NT0084  DYNAMIC HT  -        2055.899 (meters)    6745.06  (feet)  COMP
 NT0084  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 NT0084
 NT0084  VERT ORDER  -  SECOND    CLASS 0
 NT0084
 NT0084.The horizontal coordinates were scaled from a topographic map and have
 NT0084.an estimated accuracy of +/- 6 seconds.
 NT0084
 NT0084.The orthometric height was determined by differential leveling
 NT0084.and adjusted by the National Geodetic Survey in June 1991..
 NT0084
 NT0084.The geoid height was determined by GEOID03.
 NT0084
 NT0084.The dynamic height is computed by dividing the NAVD 88
 NT0084.geopotential number by the normal gravity value computed on the
 NT0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0084.degrees latitude (g = 980.6199 gals.).
 NT0084
 NT0084.The modeled gravity was interpolated from observed gravity values.
 NT0084
 NT0084;                    North         East    Units  Estimated Accuracy
 NT0084;SPC WY W     -   364,760.      749,170.      MT  (+/- 180 meters Scaled)
 NT0084
 NT0084                          SUPERSEDED SURVEY CONTROL
 NT0084
 NT0084  NGVD 29 (??/??/92) 2056.093  (m)         6745.70   (f) ADJ UNCH    2 0
 NT0084
 NT0084.Superseded values are not recommended for survey control.
 NT0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0084.See file dsdata.txt to determine how the superseded data were derived.
 NT0084
 NT0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN240477(NAD 83)
 NT0084_MARKER: DB = BENCH MARK DISK
 NT0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0084_STAMPING: H 314 1946
 NT0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0084+STABILITY: SURFACE MOTION
 NT0084
 NT0084  HISTORY     - Date     Condition        Report By
 NT0084  HISTORY     - 1946     MONUMENTED       CGS
 NT0084  HISTORY     - 1974     MARK NOT FOUND   USGS
 NT0084  HISTORY     - 1977     MARK NOT FOUND   USGS
 NT0084
 NT0084                          STATION DESCRIPTION
 NT0084
 NT0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0084'33.5 MI SE FROM ALPINE.
 NT0084'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0084'THENCE ABOUT 31.9 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 123 FEET
 NT0084'NORTHEAST OF THE EDGE OF THE RIVER, 33 FEET NORTHEAST OF THE CENTER
 NT0084'LINE OF THE ROAD, 20 FEET EAST OF A LARGE LONE PINE TREE WHICH HAS A
 NT0084'TRIANGLE BLAZED ON THE SIDE FACING THE ROAD, ABOUT 6 FEET ABOVE THE
 NT0084'ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, ON THE NORTHEAST BANK OF
 NT0084'THE ROAD, AT THE BASE OF A VERY STEEP HILL, AND SET IN THE TOP OF A
 NT0084'CONCRETE POST.
 NT0084
 NT0084                          STATION RECOVERY (1974)
 NT0084
 NT0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NT0084'MARK NOT FOUND.
 NT0084
 NT0084                          STATION RECOVERY (1977)
 NT0084
 NT0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NT0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0682 ***********************************************************************
 NT0682  DESIGNATION -  H 316 RESET
 NT0682  PID         -  NT0682
 NT0682  STATE/COUNTY-  WY/LINCOLN
 NT0682  USGS QUAD   -  SMOOT (1980)
 NT0682
 NT0682                         *CURRENT SURVEY CONTROL
 NT0682  ___________________________________________________________________
 NT0682* NAD 83(1986)-  42 31 42.     (N)    110 53 53.     (W)     SCALED    
 NT0682* NAVD 88     -      2180.26   (meters)    7153.1    (feet)  RESET     
 NT0682  ___________________________________________________________________
 NT0682  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 NT0682
 NT0682  VERT ORDER  -  THIRD
 NT0682
 NT0682.The horizontal coordinates were scaled from a topographic map and have
 NT0682.an estimated accuracy of +/- 6 seconds.
 NT0682
 NT0682.The orthometric height was computed from unverified reset data.
 NT0682
 NT0682.The geoid height was determined by GEOID03.
 NT0682
 NT0682;                    North         East    Units  Estimated Accuracy
 NT0682;SPC WY W     -   325,580.      733,070.      MT  (+/- 180 meters Scaled)
 NT0682
 NT0682                          SUPERSEDED SURVEY CONTROL
 NT0682
 NT0682  NGVD 29 (03/28/06) 2178.87   (m)         7148.5    (f) RESET       3  
 NT0682
 NT0682.Superseded values are not recommended for survey control.
 NT0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0682.See file dsdata.txt to determine how the superseded data were derived.
 NT0682
 NT0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN083084(NAD 83)
 NT0682_MARKER: DV = VERTICAL CONTROL DISK
 NT0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0682_SP_SET: CONCRETE POST
 NT0682_STAMPING: H 316 RESET 1983
 NT0682_MARK LOGO: NGS   
 NT0682_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0682+STABILITY: SURFACE MOTION
 NT0682
 NT0682  HISTORY     - Date     Condition        Report By
 NT0682  HISTORY     - 1983     MONUMENTED       NGS
 NT0682
 NT0682                          STATION DESCRIPTION
 NT0682
 NT0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NT0682'11.2 KM (7.0 MI) SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 NT0682'SMOOT ON THE RIGHT SIDE OF THE ROAD.  IT IS 0.2 KM (0.1 MI) SOUTH OF
 NT0682'SIGN SAYING ENTERING BRIDGER NATIONAL FOREST, 0.3 KM (0.2 MI) BELOW
 NT0682'THE OLD HIGHWAY.  IT IS 59.1 METERS SOUTHWEST FROM A Y-JUNCTION OF OLD
 NT0682'HIGHWAY 89 AND LANDERS TRAIL ROAD, 49.4 METERS WEST-NORTHWEST FROM THE
 NT0682'CENTER OF A DIRT ROAD (LANDERS TRAIL ROAD), 29.0 METERS WEST FROM THE
 NT0682'CENTERLINE OF OLD HIGHWAY 89, AND 0.5 METERS SOUTH FROM A METAL
 NT0682'WITNESS POST WITH SIGN, AND 40.2 METERS WEST-SOUTHWEST FROM THE OLD
 NT0682'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0575 ***********************************************************************
 MO0575  DESIGNATION -  H 317
 MO0575  PID         -  MO0575
 MO0575  STATE/COUNTY-  WY/ALBANY
 MO0575  USGS QUAD   -  RED BUTTES (1978)
 MO0575
 MO0575                         *CURRENT SURVEY CONTROL
 MO0575  ___________________________________________________________________
 MO0575* NAD 83(1986)-  41 14 08.     (N)    105 36 06.     (W)     SCALED    
 MO0575* NAVD 88     -      2202.115  (meters)    7224.77   (feet)  ADJUSTED  
 MO0575  ___________________________________________________________________
 MO0575  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 MO0575  DYNAMIC HT  -        2200.137 (meters)    7218.28  (feet)  COMP
 MO0575  MODELED GRAV-     979,646.0   (mgal)                       NAVD 88
 MO0575
 MO0575  VERT ORDER  -  FIRST     CLASS II
 MO0575
 MO0575.The horizontal coordinates were scaled from a topographic map and have
 MO0575.an estimated accuracy of +/- 6 seconds.
 MO0575
 MO0575.The orthometric height was determined by differential leveling
 MO0575.and adjusted by the National Geodetic Survey in June 1991..
 MO0575
 MO0575.The geoid height was determined by GEOID03.
 MO0575
 MO0575.The dynamic height is computed by dividing the NAVD 88
 MO0575.geopotential number by the normal gravity value computed on the
 MO0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0575.degrees latitude (g = 980.6199 gals.).
 MO0575
 MO0575.The modeled gravity was interpolated from observed gravity values.
 MO0575
 MO0575;                    North         East    Units  Estimated Accuracy
 MO0575;SPC WY E     -    81,770.      163,530.      MT  (+/- 180 meters Scaled)
 MO0575
 MO0575                          SUPERSEDED SURVEY CONTROL
 MO0575
 MO0575  NGVD 29 (??/??/92) 2201.001  (m)         7221.12   (f) ADJ UNCH    1 2
 MO0575
 MO0575.Superseded values are not recommended for survey control.
 MO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0575.See file dsdata.txt to determine how the superseded data were derived.
 MO0575
 MO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF495650(NAD 83)
 MO0575_MARKER: DB = BENCH MARK DISK
 MO0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0575_STAMPING: H 317 1947
 MO0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0575+STABILITY: SURFACE MOTION
 MO0575
 MO0575  HISTORY     - Date     Condition        Report By
 MO0575  HISTORY     - 1947     MONUMENTED       CGS
 MO0575  HISTORY     - 1956     GOOD             NGS
 MO0575  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0575
 MO0575                          STATION DESCRIPTION
 MO0575
 MO0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0575'4 MI N FROM RED BUTTES.
 MO0575'4.0 MILES NORTH ALONG THE WEST TRACK OF THE UNION PACIFIC
 MO0575'RAILROAD FROM THE STATION SIGN AT RED BUTTES, 220 YARDS NORTH OF
 MO0575'THE NORTH END OF A WIRE GATE, 41.3 FEET WEST OF THE 11TH POLE
 MO0575'NORTH OF MILEPOST 561, 43.9 FEET EAST OF THE EAST RAIL, 106 FEET
 MO0575'WEST OF THE CENTER LINE OF U.S. HIGHWAY 287, 14.7 FEET WEST OF A
 MO0575'FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MO0575'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN
 MO0575'SECTION 29, TOWNSHIP 15 NORTH, RANGE 73 WEST.
 MO0575
 MO0575                          STATION RECOVERY (1983)
 MO0575
 MO0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0575'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0231 ***********************************************************************
 MP0231  DESIGNATION -  H 319
 MP0231  PID         -  MP0231
 MP0231  STATE/COUNTY-  WY/CARBON
 MP0231  USGS QUAD   -  SINCLAIR (1981)
 MP0231
 MP0231                         *CURRENT SURVEY CONTROL
 MP0231  ___________________________________________________________________
 MP0231* NAD 83(1986)-  41 48 05.     (N)    107 03 36.     (W)     SCALED    
 MP0231* NAVD 88     -      2000.416  (meters)    6563.03   (feet)  ADJUSTED  
 MP0231  ___________________________________________________________________
 MP0231  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 MP0231  DYNAMIC HT  -        1998.746 (meters)    6557.55  (feet)  COMP
 MP0231  MODELED GRAV-     979,716.6   (mgal)                       NAVD 88
 MP0231
 MP0231  VERT ORDER  -  FIRST     CLASS II
 MP0231
 MP0231.The horizontal coordinates were scaled from a topographic map and have
 MP0231.an estimated accuracy of +/- 6 seconds.
 MP0231
 MP0231.The orthometric height was determined by differential leveling
 MP0231.and adjusted by the National Geodetic Survey in June 1991..
 MP0231
 MP0231.The geoid height was determined by GEOID03.
 MP0231
 MP0231.The dynamic height is computed by dividing the NAVD 88
 MP0231.geopotential number by the normal gravity value computed on the
 MP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0231.degrees latitude (g = 980.6199 gals.).
 MP0231
 MP0231.The modeled gravity was interpolated from observed gravity values.
 MP0231
 MP0231;                    North         East    Units  Estimated Accuracy
 MP0231;SPC WYEC     -   244,560.      422,720.      MT  (+/- 180 meters Scaled)
 MP0231
 MP0231                          SUPERSEDED SURVEY CONTROL
 MP0231
 MP0231  NGVD 29 (??/??/92) 1999.299  (m)         6559.37   (f) ADJ UNCH    1 2
 MP0231
 MP0231.Superseded values are not recommended for survey control.
 MP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0231.See file dsdata.txt to determine how the superseded data were derived.
 MP0231
 MP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG288297(NAD 83)
 MP0231_MARKER: DB = BENCH MARK DISK
 MP0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0231_STAMPING: H 319 1947
 MP0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0231+STABILITY: SURFACE MOTION
 MP0231
 MP0231  HISTORY     - Date     Condition        Report By
 MP0231  HISTORY     - 1947     MONUMENTED       CGS
 MP0231  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0231
 MP0231                          STATION DESCRIPTION
 MP0231
 MP0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0231'3.7 MI NE FROM PARCO (SINCLAIR).
 MP0231'3.7 MILES NORTHEAST OF PARCO (SINCLAIR) AT THE SINCLAIR AIRPORT, 15.4
 MP0231'FEET NORTH OF THE SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING, 4.3
 MP0231'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BASE SUPPORTING
 MP0231'AN OIL TANK, 3.2 FEET SOUTH OF THE NORTHWEST CORNER OF THE MAIN
 MP0231'PORTION OF THE ADMINISTRATION BUILDING, 1.4 FEET WEST OF THE WEST WALL
 MP0231'OF THE ADMINISTRATION BUILDING, SET IN THE TOP OF A CONCRETE POST AND
 MP0231'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 MP0231
 MP0231                          STATION RECOVERY (1983)
 MP0231
 MP0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0022 ***********************************************************************
 NR0022  DESIGNATION -  H 32
 NR0022  PID         -  NR0022
 NR0022  STATE/COUNTY-  WY/NATRONA
 NR0022  USGS QUAD   -  GOOSE EGG (1984)
 NR0022
 NR0022                         *CURRENT SURVEY CONTROL
 NR0022  ___________________________________________________________________
 NR0022* NAD 83(1986)-  42 48 31.     (N)    106 24 42.     (W)     SCALED    
 NR0022* NAVD 88     -      1588.685  (meters)    5212.21   (feet)  ADJUSTED  
 NR0022  ___________________________________________________________________
 NR0022  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 NR0022  DYNAMIC HT  -        1587.693 (meters)    5208.96  (feet)  COMP
 NR0022  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 NR0022
 NR0022  VERT ORDER  -  FIRST     CLASS II
 NR0022
 NR0022.The horizontal coordinates were scaled from a topographic map and have
 NR0022.an estimated accuracy of +/- 6 seconds.
 NR0022
 NR0022.The orthometric height was determined by differential leveling
 NR0022.and adjusted by the National Geodetic Survey in June 1991..
 NR0022
 NR0022.The geoid height was determined by GEOID03.
 NR0022
 NR0022.The dynamic height is computed by dividing the NAVD 88
 NR0022.geopotential number by the normal gravity value computed on the
 NR0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0022.degrees latitude (g = 980.6199 gals.).
 NR0022
 NR0022.The modeled gravity was interpolated from observed gravity values.
 NR0022
 NR0022;                    North         East    Units  Estimated Accuracy
 NR0022;SPC WYEC     -   356,810.      475,380.      MT  (+/- 180 meters Scaled)
 NR0022
 NR0022                          SUPERSEDED SURVEY CONTROL
 NR0022
 NR0022  NGVD 29 (??/??/92) 1587.812  (m)         5209.35   (f) ADJ UNCH    1 2
 NR0022
 NR0022.Superseded values are not recommended for survey control.
 NR0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0022.See file dsdata.txt to determine how the superseded data were derived.
 NR0022
 NR0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH845405(NAD 83)
 NR0022_MARKER: DB = BENCH MARK DISK
 NR0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0022_STAMPING: H 32 1933
 NR0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0022+STABILITY: SURFACE MOTION
 NR0022
 NR0022  HISTORY     - Date     Condition        Report By
 NR0022  HISTORY     - 1933     MONUMENTED       CGS
 NR0022  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0022
 NR0022                          STATION DESCRIPTION
 NR0022
 NR0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0022'5.8 MI SW FROM CASPER.
 NR0022'5.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0022'CASPER, NATRONA COUNTY, NEAR THE FOOT OF A SLOPE FROM THE EAST, 40
 NR0022'FEET SOUTHWEST OF THE CENTER OF THE CONCRETE HEAD WALL OF A 30-INCH
 NR0022'CORRUGATED-IRON PIPE CULVERT, AT THE JUNCTION OF A FARM ROAD LEADING
 NR0022'SOUTH, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET EAST
 NR0022'OF THE CENTER LINE OF THE FARM ROAD ENTRANCE, AND 2.5 FEET NORTH OF A
 NR0022'WIRE FENCE.  A STANDARD DISK, STAMPED H 32 1933 AND SET IN THE TOP OF
 NR0022'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0022
 NR0022                          STATION RECOVERY (1982)
 NR0022
 NR0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0022'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0441 ***********************************************************************
 MO0441  DESIGNATION -  H 320
 MO0441  PID         -  MO0441
 MO0441  STATE/COUNTY-  WY/LARAMIE
 MO0441  USGS QUAD   -  EMKAY (1978)
 MO0441
 MO0441                         *CURRENT SURVEY CONTROL
 MO0441  ___________________________________________________________________
 MO0441* NAD 83(1986)-  41 05 41.     (N)    105 01 33.     (W)     SCALED    
 MO0441* NAVD 88     -      2050.024  (meters)    6725.79   (feet)  ADJUSTED  
 MO0441  ___________________________________________________________________
 MO0441  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 MO0441  DYNAMIC HT  -        2048.190 (meters)    6719.77  (feet)  COMP
 MO0441  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 MO0441
 MO0441  VERT ORDER  -  FIRST     CLASS II
 MO0441
 MO0441.The horizontal coordinates were scaled from a topographic map and have
 MO0441.an estimated accuracy of +/- 6 seconds.
 MO0441
 MO0441.The orthometric height was determined by differential leveling
 MO0441.and adjusted by the National Geodetic Survey in June 1991..
 MO0441
 MO0441.The geoid height was determined by GEOID03.
 MO0441
 MO0441.The dynamic height is computed by dividing the NAVD 88
 MO0441.geopotential number by the normal gravity value computed on the
 MO0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0441.degrees latitude (g = 980.6199 gals.).
 MO0441
 MO0441.The modeled gravity was interpolated from observed gravity values.
 MO0441
 MO0441;                    North         East    Units  Estimated Accuracy
 MO0441;SPC WY E     -    66,050.      211,830.      MT  (+/- 180 meters Scaled)
 MO0441
 MO0441                          SUPERSEDED SURVEY CONTROL
 MO0441
 MO0441  NGVD 29 (06/08/92) 2048.952  (m)         6722.27   (f) ADJUSTED    1 2
 MO0441
 MO0441.Superseded values are not recommended for survey control.
 MO0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0441.See file dsdata.txt to determine how the superseded data were derived.
 MO0441
 MO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF978492(NAD 83)
 MO0441_MARKER: DB = BENCH MARK DISK
 MO0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0441_STAMPING: H 320 1947
 MO0441_MARK LOGO: CGS   
 MO0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0441+STABILITY: SURFACE MOTION
 MO0441
 MO0441  HISTORY     - Date     Condition        Report By
 MO0441  HISTORY     - 1947     MONUMENTED       CGS
 MO0441  HISTORY     - 1956     GOOD             NGS
 MO0441  HISTORY     - 1983     GOOD             NGS
 MO0441  HISTORY     - 20060920 GOOD             GEOCAC
 MO0441
 MO0441                          STATION DESCRIPTION
 MO0441
 MO0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0441'2.3 MI W FROM BORIE.
 MO0441'2.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0441'SIGN AT BORIE, 550 FEET NORTH OF THE TRACK, 73 FEET NORTH
 MO0441'OF THE CENTER LINE OF U.S. HIGHWAY 30, 38 FEET EAST OF THE
 MO0441'CENTER LINE OF A PRIVATE ROAD LEADING NORTH, 28 FEET EAST
 MO0441'OF THE EAST END OF A GATE, 1 FOOT SOUTH OF A FENCE, 2.5 FEET
 MO0441'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0441'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 17,
 MO0441'TOWNSHIP 13 NORTH, RANGE 68 WEST.
 MO0441
 MO0441                          STATION RECOVERY (1983)
 MO0441
 MO0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0441'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0441'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0441'80 IN CHEYENNE, THENCE 19.4 KM (12.05 MI) WESTERLY ALONG THE UNION
 MO0441'PACIFIC RAILROAD.
 MO0441
 MO0441                          STATION RECOVERY (2006)
 MO0441
 MO0441'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MO0441'OLD US HIGHWAY 30 IS NOW WY STATE HIGHWAY 225 (OTTO ROAD).  HANDHELD
 MO0441'COORDINATES ARE N41-05-41.34 W105-01-33.66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0717 ***********************************************************************
 MO0717  DESIGNATION -  H 321
 MO0717  PID         -  MO0717
 MO0717  STATE/COUNTY-  WY/ALBANY
 MO0717  USGS QUAD   -  ROCK RIVER (1981)
 MO0717
 MO0717                         *CURRENT SURVEY CONTROL
 MO0717  ___________________________________________________________________
 MO0717* NAD 83(1986)-  41 44 39.     (N)    105 58 52.     (W)     SCALED    
 MO0717* NAVD 88     -      2107.745  (meters)    6915.16   (feet)  ADJUSTED  
 MO0717  ___________________________________________________________________
 MO0717  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 MO0717  DYNAMIC HT  -        2105.954 (meters)    6909.28  (feet)  COMP
 MO0717  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 MO0717
 MO0717  VERT ORDER  -  FIRST     CLASS II
 MO0717
 MO0717.The horizontal coordinates were scaled from a topographic map and have
 MO0717.an estimated accuracy of +/- 6 seconds.
 MO0717
 MO0717.The orthometric height was determined by differential leveling
 MO0717.and adjusted by the National Geodetic Survey in June 1991..
 MO0717
 MO0717.The geoid height was determined by GEOID03.
 MO0717
 MO0717.The dynamic height is computed by dividing the NAVD 88
 MO0717.geopotential number by the normal gravity value computed on the
 MO0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0717.degrees latitude (g = 980.6199 gals.).
 MO0717
 MO0717.The modeled gravity was interpolated from observed gravity values.
 MO0717
 MO0717;                    North         East    Units  Estimated Accuracy
 MO0717;SPC WY E     -   138,480.      132,260.      MT  (+/- 180 meters Scaled)
 MO0717
 MO0717                          SUPERSEDED SURVEY CONTROL
 MO0717
 MO0717  NGVD 29 (??/??/92) 2106.643  (m)         6911.54   (f) ADJ UNCH    1 2
 MO0717
 MO0717.Superseded values are not recommended for survey control.
 MO0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0717.See file dsdata.txt to determine how the superseded data were derived.
 MO0717
 MO0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG184218(NAD 83)
 MO0717_MARKER: DB = BENCH MARK DISK
 MO0717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0717_SP_SET: CELLAR
 MO0717_STAMPING: H 321 1947
 MO0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0717
 MO0717  HISTORY     - Date     Condition        Report By
 MO0717  HISTORY     - 1947     MONUMENTED       CGS
 MO0717  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0717  HISTORY     - 19990823 MARK NOT FOUND   WYDT
 MO0717
 MO0717                          STATION DESCRIPTION
 MO0717
 MO0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0717'AT ROCK RIVER.
 MO0717'AT ROCK RIVER, AT THE NORTHWEST CORNER OF THE COAL BINS AND
 MO0717'LOADING CHUTES, 15.5 FEET WEST OF THE WEST RAIL OF THE EAST
 MO0717'BOUND TRACK OF THE MAIN LINE TRACKS, 8.9 FEET WEST SOUTHWEST
 MO0717'OF THE SOUTHWEST SIDE OF A WATER FILLER SPOUT, 7.7 FEET
 MO0717'NORTHWEST OF THE NORTHWEST CORNER OF THE STEEL LEG AT THE NORTHWEST
 MO0717'CORNER OF THE COAL BINS, 4.3 FEET NORTH NORTHWEST OF THE NORTH
 MO0717'SIDE OF AN IRON RISER PIPE, SET IN THE TOP OF AND 1.0 FOOT
 MO0717'SOUTHEAST OF THE NORTHWEST CORNER OF THE TOP OF AN UNDERGROUND
 MO0717'CONCRETE CELLAR IN WHICH ARE LOCATED A GROUP OF VALVES FOR THE
 MO0717'RAILROAD WATER SUPPLY, ABOUT THE SAME ELEVATION AS THE BASE
 MO0717'OF THE RAILS.
 MO0717
 MO0717                          STATION RECOVERY (1983)
 MO0717
 MO0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0717'THE COAL BIN HAS BEEN REMOVED.
 MO0717
 MO0717                          STATION RECOVERY (1999)
 MO0717
 MO0717'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0717'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0717'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0173 ***********************************************************************
 MP0173  DESIGNATION -  H 323
 MP0173  PID         -  MP0173
 MP0173  STATE/COUNTY-  WY/CARBON
 MP0173  USGS QUAD   -  HANNA (1982)
 MP0173
 MP0173                         *CURRENT SURVEY CONTROL
 MP0173  ___________________________________________________________________
 MP0173* NAD 83(1986)-  41 52 21.     (N)    106 31 01.     (W)     SCALED    
 MP0173* NAVD 88     -      2082.247  (meters)    6831.51   (feet)  ADJUSTED  
 MP0173  ___________________________________________________________________
 MP0173  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 MP0173  DYNAMIC HT  -        2080.371 (meters)    6825.35  (feet)  COMP
 MP0173  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 MP0173
 MP0173  VERT ORDER  -  FIRST     CLASS II
 MP0173
 MP0173.The horizontal coordinates were scaled from a topographic map and have
 MP0173.an estimated accuracy of +/- 6 seconds.
 MP0173
 MP0173.The orthometric height was determined by differential leveling
 MP0173.and adjusted by the National Geodetic Survey in June 1991..
 MP0173
 MP0173.The geoid height was determined by GEOID03.
 MP0173
 MP0173.The dynamic height is computed by dividing the NAVD 88
 MP0173.geopotential number by the normal gravity value computed on the
 MP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0173.degrees latitude (g = 980.6199 gals.).
 MP0173
 MP0173.The modeled gravity was interpolated from observed gravity values.
 MP0173
 MP0173;                    North         East    Units  Estimated Accuracy
 MP0173;SPC WYEC     -   252,740.      467,770.      MT  (+/- 180 meters Scaled)
 MP0173
 MP0173                          SUPERSEDED SURVEY CONTROL
 MP0173
 MP0173  NGVD 29 (??/??/92) 2080.985  (m)         6827.36   (f) ADJ UNCH    1 2
 MP0173
 MP0173.Superseded values are not recommended for survey control.
 MP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0173.See file dsdata.txt to determine how the superseded data were derived.
 MP0173
 MP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG741367(NAD 83)
 MP0173_MARKER: DB = BENCH MARK DISK
 MP0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0173_SP_SET: BRIDGE
 MP0173_STAMPING: H 323 1947
 MP0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0173
 MP0173  HISTORY     - Date     Condition        Report By
 MP0173  HISTORY     - 1947     MONUMENTED       CGS
 MP0173  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0173
 MP0173                          STATION DESCRIPTION
 MP0173
 MP0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0173'2.45 MI E FROM HANNA.
 MP0173'2.45 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0173'HANNA, AT THE EAST END OF A 35.5-FOOT STEEL PLATE BRIDGE AND OVERPASS,
 MP0173'6.5 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK OF THE MAIN
 MP0173'LINE TRACKS, 5.3 FEET BELOW THE BASE OF THE RAILS, SET IN THE TOP OF
 MP0173'AND 5.5 FEET NORTH OF THE SOUTH END OF THE BRIDGE SOCKET PART OF THE
 MP0173'EAST CONCRETE ABUTMENT OF THE BRIDGE.
 MP0173
 MP0173                          STATION RECOVERY (1983)
 MP0173
 MP0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0173'THIS MARK COULD BE UNDER NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0192 ***********************************************************************
 OW0192  DESIGNATION -  H 326
 OW0192  PID         -  OW0192
 OW0192  STATE/COUNTY-  WY/HOT SPRINGS
 OW0192  USGS QUAD   -  KIRBY (1985)
 OW0192
 OW0192                         *CURRENT SURVEY CONTROL
 OW0192  ___________________________________________________________________
 OW0192* NAD 83(1993)-  43 45 11.66454(N)    108 10 35.12049(W)     ADJUSTED  
 OW0192* NAVD 88     -      1315.027  (meters)    4314.38   (feet)  ADJUSTED  
 OW0192  ___________________________________________________________________
 OW0192  X           -  -1,439,752.421 (meters)                     COMP
 OW0192  Y           -  -4,385,112.772 (meters)                     COMP
 OW0192  Z           -   4,389,228.479 (meters)                     COMP
 OW0192  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 OW0192  ELLIP HEIGHT-        1301.82  (meters)          (02/28/01) GPS OBS
 OW0192  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 OW0192  DYNAMIC HT  -        1314.351 (meters)    4312.17  (feet)  COMP
 OW0192  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 OW0192
 OW0192  HORZ ORDER  -  A
 OW0192  VERT ORDER  -  FIRST     CLASS II
 OW0192  ELLP ORDER  -  SECOND    CLASS I
 OW0192
 OW0192.The horizontal coordinates were established by GPS observations
 OW0192.and adjusted by the National Geodetic Survey in February 2001..
 OW0192
 OW0192.The orthometric height was determined by differential leveling
 OW0192.and adjusted by the National Geodetic Survey in June 1991..
 OW0192
 OW0192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OW0192
 OW0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0192
 OW0192.The ellipsoidal height was determined by GPS observations
 OW0192.and is referenced to NAD 83.
 OW0192
 OW0192.The geoid height was determined by GEOID03.
 OW0192
 OW0192.The dynamic height is computed by dividing the NAVD 88
 OW0192.geopotential number by the normal gravity value computed on the
 OW0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0192.degrees latitude (g = 980.6199 gals.).
 OW0192
 OW0192.The modeled gravity was interpolated from observed gravity values.
 OW0192
 OW0192;                    North         East     Units Scale Factor Converg.
 OW0192;SPC WYWC     -   361,493.484   646,191.865   MT  0.99996373   +0 23 48.0
 OW0192;UTM  12      - 4,848,341.506   727,318.083   MT  1.00023562   +1 57 12.6
 OW0192
 OW0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0192!SPC WYWC     -   0.99979590  x   0.99996373  =   0.99975964
 OW0192!UTM  12      -   0.99979590  x   1.00023562  =   1.00003148
 OW0192
 OW0192                          SUPERSEDED SURVEY CONTROL
 OW0192
 OW0192  NAVD 88 (02/28/01) 1315.03   (m)         4314.4    (f) LEVELING    3  
 OW0192  NGVD 29 (06/08/92) 1314.195  (m)         4311.65   (f) ADJUSTED    1 2
 OW0192
 OW0192.Superseded values are not recommended for survey control.
 OW0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0192.See file dsdata.txt to determine how the superseded data were derived.
 OW0192
 OW0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2731848342(NAD 83)
 OW0192_MARKER: I = METAL ROD
 OW0192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0192_SP_SET: STAINLESS STEEL ROD
 OW0192_STAMPING: H 326 1982
 OW0192_MARK LOGO: NGS   
 OW0192_PROJECTION: FLUSH
 OW0192_MAGNETIC: I = MARKER IS A STEEL ROD
 OW0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OW0192+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1999
 OW0192_ROD/PIPE-DEPTH: 16.6 meters
 OW0192
 OW0192  HISTORY     - Date     Condition        Report By
 OW0192  HISTORY     - 1982     MONUMENTED       NGS
 OW0192  HISTORY     - 19991007 GOOD             WYPLS
 OW0192
 OW0192                          STATION DESCRIPTION
 OW0192
 OW0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0192'13.8 KM (8.05 MI) NORTH FROM THERMOPOLIS.
 OW0192'13.8 KM (8.05 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0192'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 25.7 METERS (84.3 FT) WEST OF
 OW0192'THE CENTERLINE OF THE HIGHWAY, 23.0 METERS (75.5 FT) SOUTHWEST OF
 OW0192'TRIANGUALTION STATION LUCERNE AND 8.6 KM (28.2 FT) NORTH OF THE CENTER
 OW0192'OF A GRAVELED ROAD LEADING WEST.  NOTE=ACCESS TO THE DATUM POINT IS
 OW0192'THROUGH A 5-INCH LOGO CAP.
 OW0192'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OW0192'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OW0192
 OW0192                          STATION RECOVERY (1999)
 OW0192
 OW0192'RECOVERY NOTE BY WYOMING PROFESSIONAL LAND SURVEYOR 1999 (BWF)
 OW0192'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION IS AS FOLLOWS.  LOCATED
 OW0192'APPROX 16 KM (9.95 MI) NORTH-NORTHEAST OF THE CENTER OF THERMOPOLIS
 OW0192'ALONG THE WEST SIDE OF U.S.  HIGHWAY 20 AND WYOMING 789 ON THE NORTH
 OW0192'SIDE OF A GRADED ROAD LEADING WEST.  NE 1/4, SE 1/4, SEC 30, T44N,
 OW0192'R95W.OWNERSHIP-- STATION LIES WITHIN A RECORDED ROAD AND UTILITY
 OW0192'EASEMENT.  TO REACH FROM THE INTERSECTION OF SIXTH AND BROADWAY
 OW0192'STREETS IN THE CENTER OF THERMOPOLIS, GO NORTH ON SIXTH STREET (ALSO
 OW0192'U.S.  HIGHWAY 20 AND WY 789) FOR 13.8 KM (8.55 MI) TO A GRADED ROAD
 OW0192'LEADING WEST, TURN LEFT ON THE GRADED ROAD TO THE STATION ON RIGHT.
 OW0192'MARK IS THE TOP CENTER OF A STAINLESS STEEL ROD INSIDE A PVC COLLAR
 OW0192'WITH AN ALUMINUM ACCESS COVER.  IT IS, 25.6 M (84.0 FT) WEST OF THE
 OW0192'CENTER OF U.S.  HIGHWAY 20 AND WY 789, 22.98 SOUTH-SOUTHWEST OF
 OW0192'STATION LUCERNE 3, 9.1 M (29.9 FT) NORTH OF THE CENTER OF A GRADED
 OW0192'ROAD, 0.33 M (1.08 FT) SOUTH OF A WIRE FENCE AND 0.27 M (0.89 FT)
 OW0192'SOUTH OF A METAL WITNESS POST AND SIGN.  DESCRIBED BY R.L.  HUDSON AND
 OW0192'B.W.  FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0431 ***********************************************************************
 PW0431  DESIGNATION -  H 327
 PW0431  PID         -  PW0431
 PW0431  STATE/COUNTY-  WY/WASHAKIE
 PW0431  USGS QUAD   -  WORLAND (1978)
 PW0431
 PW0431                         *CURRENT SURVEY CONTROL
 PW0431  ___________________________________________________________________
 PW0431* NAD 83(1993)-  44 07 29.00533(N)    107 54 34.02507(W)     ADJUSTED  
 PW0431* NAVD 88     -      1214.521  (meters)    3984.64   (feet)  ADJUSTED  
 PW0431  ___________________________________________________________________
 PW0431  X           -  -1,410,472.931 (meters)                     COMP
 PW0431  Y           -  -4,364,446.563 (meters)                     COMP
 PW0431  Z           -   4,418,886.700 (meters)                     COMP
 PW0431  LAPLACE CORR-           8.65  (seconds)                    DEFLEC99
 PW0431  ELLIP HEIGHT-        1201.65  (meters)          (02/28/01) GPS OBS
 PW0431  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PW0431  DYNAMIC HT  -        1213.977 (meters)    3982.86  (feet)  COMP
 PW0431  MODELED GRAV-     980,129.6   (mgal)                       NAVD 88
 PW0431
 PW0431  HORZ ORDER  -  A
 PW0431  VERT ORDER  -  FIRST     CLASS II
 PW0431  ELLP ORDER  -  SECOND    CLASS I
 PW0431
 PW0431.The horizontal coordinates were established by GPS observations
 PW0431.and adjusted by the National Geodetic Survey in February 2001..
 PW0431
 PW0431.The orthometric height was determined by differential leveling
 PW0431.and adjusted by the National Geodetic Survey in June 1991..
 PW0431
 PW0431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PW0431
 PW0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0431
 PW0431.The ellipsoidal height was determined by GPS observations
 PW0431.and is referenced to NAD 83.
 PW0431
 PW0431.The geoid height was determined by GEOID03.
 PW0431
 PW0431.The dynamic height is computed by dividing the NAVD 88
 PW0431.geopotential number by the normal gravity value computed on the
 PW0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0431.degrees latitude (g = 980.6199 gals.).
 PW0431
 PW0431.The modeled gravity was interpolated from observed gravity values.
 PW0431
 PW0431;                    North         East     Units Scale Factor Converg.
 PW0431;SPC WYEC     -   502,768.333   353,891.528   MT  0.99996364   -0 24 04.0
 PW0431;UTM  13      - 4,889,842.361   267,223.329   MT  1.00026646   -2 01 35.5
 PW0431
 PW0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0431!SPC WYEC     -   0.99981161  x   0.99996364  =   0.99977526
 PW0431!UTM  13      -   0.99981161  x   1.00026646  =   1.00007802
 PW0431
 PW0431                          SUPERSEDED SURVEY CONTROL
 PW0431
 PW0431  NAVD 88 (02/28/01) 1214.52   (m)         3984.6    (f) LEVELING    3  
 PW0431  NGVD 29 (06/08/92) 1213.733  (m)         3982.06   (f) ADJUSTED    1 2
 PW0431
 PW0431.Superseded values are not recommended for survey control.
 PW0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0431.See file dsdata.txt to determine how the superseded data were derived.
 PW0431
 PW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ6722389842(NAD 83)
 PW0431_MARKER: I = METAL ROD
 PW0431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0431_SP_SET: STAINLESS STEEL ROD
 PW0431_STAMPING: H 327 1982
 PW0431_MARK LOGO: NGS   
 PW0431_PROJECTION: FLUSH
 PW0431_MAGNETIC: I = MARKER IS A STEEL ROD
 PW0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0431+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1999
 PW0431_ROD/PIPE-DEPTH: 6.1  meters
 PW0431
 PW0431  HISTORY     - Date     Condition        Report By
 PW0431  HISTORY     - 1982     MONUMENTED       NGS
 PW0431  HISTORY     - 19990708 GOOD             GROSCH
 PW0431
 PW0431                          STATION DESCRIPTION
 PW0431
 PW0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0431'12.9 KM (8.0 MI) NORTH FROM WORLAND.
 PW0431'12.9 KM (8.0 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0431'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 67.7 METERS
 PW0431'(222.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 6.5 METER (21.3 FT)
 PW0431'NORTH OF THE CENTER OF A DIRT ROAD LEADING WEST AND 1.5 METERS (4.9
 PW0431'FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 PW0431'A 5-INCH LOGO CAP.
 PW0431'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 PW0431'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PW0431
 PW0431                          STATION RECOVERY (1999)
 PW0431
 PW0431'RECOVERY NOTE BY P E GROSCH CONSTRUCTION INCORPORATED 1999 (BWF)
 PW0431'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION IS AS FOLLOWS.  THE
 PW0431'STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTH OF WORLAND IN SE 1/4, SE
 PW0431'1/4, SEC 17, T48N, R92W.  OWNERSHIP-- WASHAHIE COUNTY ROAD
 PW0431'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 PW0431'HIGHWAY 20, U.S.  HIGHWAY 16 AND STATE HIGHWAY 789, GO NORTHERLY ON
 PW0431'U.S.  HIGHWAYS 20 AND 16 FOR 8.1 MI (13.0 KM) TO THE INTERSECTION WITH
 PW0431'WASHAKIE COUNTY LANE 4, TURN LEFT AND GO 0.05 MI (0.08 KM) TO THE
 PW0431'STATION BY THE FENCE LINE ON THE RIGHT (NORTH) .  IT IS, 222.1 FT
 PW0431'(67.7 M) WEST OF THE CENTERLINE OF U.S.  HIGHWAYS 20 AND 16, 21.3 FT
 PW0431'(6.5 M) NORTH OF THE CENTERLINE OF WASHAKIE COUNTY LANE 4 AND 1 FT
 PW0431'(0.3 M) SOUTH OF A WITNESS POST AND FENCE.  DESCRIBED BY B.W.
 PW0431'FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0246 ***********************************************************************
 PX0246  DESIGNATION -  H 328
 PX0246  PID         -  PX0246
 PX0246  STATE/COUNTY-  WY/BIG HORN
 PX0246  USGS QUAD   -  FRANNIE (1966)
 PX0246
 PX0246                         *CURRENT SURVEY CONTROL
 PX0246  ___________________________________________________________________
 PX0246* NAD 83(1986)-  44 53 13.     (N)    108 34 10.     (W)     SCALED    
 PX0246* NAVD 88     -      1243.331  (meters)    4079.16   (feet)  ADJUSTED  
 PX0246  ___________________________________________________________________
 PX0246  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 PX0246  DYNAMIC HT  -        1242.845 (meters)    4077.57  (feet)  COMP
 PX0246  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 PX0246  OBS GRAVITY -     980,186.0   (mgal)                       GRAV_OBS
 PX0246
 PX0246  VERT ORDER  -  FIRST     CLASS II
 PX0246
 PX0246.The horizontal coordinates were scaled from a topographic map and have
 PX0246.an estimated accuracy of +/- 6 seconds.
 PX0246
 PX0246.The orthometric height was determined by differential leveling
 PX0246.and adjusted by the National Geodetic Survey in June 1991..
 PX0246
 PX0246.The geoid height was determined by GEOID03.
 PX0246
 PX0246.The dynamic height is computed by dividing the NAVD 88
 PX0246.geopotential number by the normal gravity value computed on the
 PX0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0246.degrees latitude (g = 980.6199 gals.).
 PX0246
 PX0246.The modeled gravity was interpolated from observed gravity values.
 PX0246.The observed gravity was obtained from relative gravimeter ties
 PX0246.to the IGSN71 gravity network.
 PX0246
 PX0246;                    North         East    Units  Estimated Accuracy
 PX0246;SPC WYEC     -   588,050.      302,350.      MT  (+/- 180 meters Scaled)
 PX0246
 PX0246                          SUPERSEDED SURVEY CONTROL
 PX0246
 PX0246  NGVD 29 (06/08/92) 1242.448  (m)         4076.26   (f) ADJUSTED    1 2
 PX0246
 PX0246.Superseded values are not recommended for survey control.
 PX0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0246.See file dsdata.txt to determine how the superseded data were derived.
 PX0246
 PX0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ919732(NAD 83)
 PX0246_MARKER: I = METAL ROD
 PX0246_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PX0246+WITH SETTING: INFORMATION.
 PX0246_SP_SET: SHALLOW SET METAL ROD
 PX0246_STAMPING: H 328 1982
 PX0246_MARK LOGO: NGS   
 PX0246_PROJECTION: FLUSH
 PX0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0246_ROD/PIPE-DEPTH: 2.4  meters
 PX0246
 PX0246  HISTORY     - Date     Condition        Report By
 PX0246  HISTORY     - 1982     MONUMENTED       NGS
 PX0246
 PX0246                          STATION DESCRIPTION
 PX0246
 PX0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0246'17.8 KM (11.05 MI) NW FROM LOVELL.
 PX0246'17.8 KM (11.05 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0246'JUNCTION WITH NEVADA STREET IN LOVELL, 35.2 METERS (115.5 FT)
 PX0246'EAST-SOUTHEAST OF THE CENTER OF LANE 8, 31.0 METERS (101.7 FT)
 PX0246'NORTH-NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 PX0246'17.0 METERS (55.8 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 PX0246'AND 2.0 METERS (6.6 FT) NORTHWEST OF UTILITY POLE NUMBER 5797-285003.
 PX0246'NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS
 PX0246'THROUGH A 5-INCH LOGO CAP.
 PX0246'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 PX0246'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0277 ***********************************************************************
 PX0277  DESIGNATION -  H 329
 PX0277  PID         -  PX0277
 PX0277  STATE/COUNTY-  WY/BIG HORN
 PX0277  USGS QUAD   -  SHEEP CANYON (1966)
 PX0277
 PX0277                         *CURRENT SURVEY CONTROL
 PX0277  ___________________________________________________________________
 PX0277* NAD 83(1986)-  44 36 56.     (N)    108 14 03.     (W)     SCALED    
 PX0277* NAVD 88     -      1309.105  (meters)    4294.96   (feet)  ADJUSTED  
 PX0277  ___________________________________________________________________
 PX0277  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 PX0277  DYNAMIC HT  -        1308.553 (meters)    4293.14  (feet)  COMP
 PX0277  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 PX0277
 PX0277  VERT ORDER  -  FIRST     CLASS II
 PX0277
 PX0277.The horizontal coordinates were scaled from a topographic map and have
 PX0277.an estimated accuracy of +/- 6 seconds.
 PX0277
 PX0277.The orthometric height was determined by differential leveling
 PX0277.and adjusted by the National Geodetic Survey in June 1991..
 PX0277
 PX0277.The geoid height was determined by GEOID03.
 PX0277
 PX0277.The dynamic height is computed by dividing the NAVD 88
 PX0277.geopotential number by the normal gravity value computed on the
 PX0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0277.degrees latitude (g = 980.6199 gals.).
 PX0277
 PX0277.The modeled gravity was interpolated from observed gravity values.
 PX0277
 PX0277;                    North         East    Units  Estimated Accuracy
 PX0277;SPC WYEC     -   557,540.      328,500.      MT  (+/- 180 meters Scaled)
 PX0277
 PX0277                          SUPERSEDED SURVEY CONTROL
 PX0277
 PX0277  NGVD 29 (06/08/92) 1308.261  (m)         4292.19   (f) ADJUSTED    1 2
 PX0277
 PX0277.Superseded values are not recommended for survey control.
 PX0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0277.See file dsdata.txt to determine how the superseded data were derived.
 PX0277
 PX0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ194439(NAD 83)
 PX0277_MARKER: I = METAL ROD
 PX0277_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PX0277+WITH SETTING: INFORMATION.
 PX0277_SP_SET: SHALLOW SET METAL ROD
 PX0277_STAMPING: H 329 1982
 PX0277_MARK LOGO: NGS   
 PX0277_PROJECTION: FLUSH
 PX0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0277_ROD/PIPE-DEPTH: 1.2  meters
 PX0277
 PX0277  HISTORY     - Date     Condition        Report By
 PX0277  HISTORY     - 1982     MONUMENTED       NGS
 PX0277
 PX0277                          STATION DESCRIPTION
 PX0277
 PX0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0277'29.1 KM (18.05 MI) SE FROM LOVELL.
 PX0277'29.1 KM (18.05 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0277'JUNCTION WITH NEVADA STREET IN LOVELL, 0.1 KM (0.05 MI) NORTHWEST OF
 PX0277'MILEPOST 218, 45.4 METERS (148.9 FT) NORTHEAST OF THE CENTERLINE OF
 PX0277'THE HIGHWAY, 9.8 METERS (32.2 FT) SOUTHWEST OF UTILITY POLE NUMBER
 PX0277'5495-366600 AND 5.6 METERS (18.4 FT) SOUTHEAST OF THE CENTER OF A
 PX0277'FIELD ENTRANCE.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE
 PX0277'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0277'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 PX0277'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0026 ***********************************************************************
 OV0026  DESIGNATION -  H 33
 OV0026  PID         -  OV0026
 OV0026  STATE/COUNTY-  WY/NATRONA
 OV0026  USGS QUAD   -  MIDWEST (1978)
 OV0026
 OV0026                         *CURRENT SURVEY CONTROL
 OV0026  ___________________________________________________________________
 OV0026* NAD 83(1986)-  43 24 05.     (N)    106 17 06.     (W)     SCALED    
 OV0026* NAVD 88     -      1476.999  (meters)    4845.79   (feet)  ADJUSTED  
 OV0026  ___________________________________________________________________
 OV0026  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 OV0026  DYNAMIC HT  -        1476.188 (meters)    4843.13  (feet)  COMP
 OV0026  MODELED GRAV-     980,019.1   (mgal)                       NAVD 88
 OV0026
 OV0026  VERT ORDER  -  FIRST     CLASS II
 OV0026
 OV0026.The horizontal coordinates were scaled from a topographic map and have
 OV0026.an estimated accuracy of +/- 6 seconds.
 OV0026
 OV0026.The orthometric height was determined by differential leveling
 OV0026.and adjusted by the National Geodetic Survey in June 1991..
 OV0026
 OV0026.The geoid height was determined by GEOID03.
 OV0026
 OV0026.The dynamic height is computed by dividing the NAVD 88
 OV0026.geopotential number by the normal gravity value computed on the
 OV0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0026.degrees latitude (g = 980.6199 gals.).
 OV0026
 OV0026.The modeled gravity was interpolated from observed gravity values.
 OV0026
 OV0026;                    North         East    Units  Estimated Accuracy
 OV0026;SPC WYEC     -   422,780.      484,920.      MT  (+/- 180 meters Scaled)
 OV0026
 OV0026                          SUPERSEDED SURVEY CONTROL
 OV0026
 OV0026  NGVD 29 (??/??/92) 1476.194  (m)         4843.15   (f) ADJ UNCH    1 2
 OV0026
 OV0026.Superseded values are not recommended for survey control.
 OV0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0026.See file dsdata.txt to determine how the superseded data were derived.
 OV0026
 OV0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ959061(NAD 83)
 OV0026_MARKER: DB = BENCH MARK DISK
 OV0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0026_STAMPING: H 33 1933
 OV0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0026+STABILITY: SURFACE MOTION
 OV0026
 OV0026  HISTORY     - Date     Condition        Report By
 OV0026  HISTORY     - 1933     MONUMENTED       CGS
 OV0026  HISTORY     - 1968     MARK NOT FOUND   USGS
 OV0026  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0026
 OV0026                          STATION DESCRIPTION
 OV0026
 OV0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0026'1.0 MI S FROM MIDWEST.
 OV0026'1.0 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE AMERICAN LEGION SQUARE
 OV0026'AT MIDWEST, NATRONA COUNTY, AT THE ENTRANCE TO THE CONTINENTAL OIL CO.
 OV0026'OFFICE IN 1933, 24 FEET SOUTH OF THE CENTER OF THE ENTRANCE, 28 FEET
 OV0026'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET WEST OF A WIRE
 OV0026'FENCE.  A STANDARD DISK, STAMPED H 33 1933 AND SET IN THE TOP OF A
 OV0026'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OV0026
 OV0026                          STATION RECOVERY (1968)
 OV0026
 OV0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0026'MARK NOT FOUND.
 OV0026
 OV0026                          STATION RECOVERY (1985)
 OV0026
 OV0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0026'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0225 ***********************************************************************
 OW0225  DESIGNATION -  H 330
 OW0225  PID         -  OW0225
 OW0225  STATE/COUNTY-  WY/FREMONT
 OW0225  USGS QUAD   -  BONNEVILLE (1980)
 OW0225
 OW0225                         *CURRENT SURVEY CONTROL
 OW0225  ___________________________________________________________________
 OW0225* NAD 83(1986)-  43 21 44.     (N)    108 06 54.     (W)     SCALED    
 OW0225* NAVD 88     -      1489.259  (meters)    4886.01   (feet)  ADJUSTED  
 OW0225  ___________________________________________________________________
 OW0225  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 OW0225  DYNAMIC HT  -        1488.345 (meters)    4883.01  (feet)  COMP
 OW0225  MODELED GRAV-     979,954.7   (mgal)                       NAVD 88
 OW0225  OBS GRAVITY -     979,953.8   (mgal)                       GRAV_OBS
 OW0225
 OW0225  VERT ORDER  -  FIRST     CLASS II
 OW0225
 OW0225.The horizontal coordinates were scaled from a topographic map and have
 OW0225.an estimated accuracy of +/- 6 seconds.
 OW0225
 OW0225.The orthometric height was determined by differential leveling
 OW0225.and adjusted by the National Geodetic Survey in June 1991..
 OW0225
 OW0225.The geoid height was determined by GEOID03.
 OW0225
 OW0225.The dynamic height is computed by dividing the NAVD 88
 OW0225.geopotential number by the normal gravity value computed on the
 OW0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0225.degrees latitude (g = 980.6199 gals.).
 OW0225
 OW0225.The modeled gravity was interpolated from observed gravity values.
 OW0225.The observed gravity was obtained from relative gravimeter ties
 OW0225.to the IGSN71 gravity network.
 OW0225
 OW0225;                    North         East    Units  Estimated Accuracy
 OW0225;SPC WYWC     -   318,090.      651,470.      MT  (+/- 180 meters Scaled)
 OW0225
 OW0225                          SUPERSEDED SURVEY CONTROL
 OW0225
 OW0225  NGVD 29 (06/08/92) 1488.306  (m)         4882.88   (f) ADJUSTED    1 2
 OW0225
 OW0225.Superseded values are not recommended for survey control.
 OW0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0225.See file dsdata.txt to determine how the superseded data were derived.
 OW0225
 OW0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP337050(NAD 83)
 OW0225_MARKER: I = METAL ROD
 OW0225_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OW0225+WITH SETTING: INFORMATION.
 OW0225_SP_SET: SHALLOW SET METAL ROD
 OW0225_STAMPING: H 330 1982
 OW0225_MARK LOGO: NGS   
 OW0225_PROJECTION: FLUSH
 OW0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0225_ROD/PIPE-DEPTH: 2.4  meters
 OW0225
 OW0225  HISTORY     - Date     Condition        Report By
 OW0225  HISTORY     - 1982     MONUMENTED       NGS
 OW0225
 OW0225                          STATION DESCRIPTION
 OW0225
 OW0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0225'14.5 KM (9.0 MI) NORTH FROM SHOSHONI.
 OW0225'14.5 KM (9.0 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0225'WITH U. S. HIGHWAY 26 IN SHOSHONI, 29.3 METERS (96.1 FT) WEST OF THE
 OW0225'CENTERLINE OF THE HIGHWAY AND 10.2 METERS (33.5 FT) NORTH OF THE
 OW0225'CENTER OF A FIELD ENTRANCE.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.
 OW0225'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0225'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 OW0225'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0222 ***********************************************************************
 OV0222  DESIGNATION -  H 331
 OV0222  PID         -  OV0222
 OV0222  STATE/COUNTY-  WY/FREMONT
 OV0222  USGS QUAD   -  LYSITE (1952)
 OV0222
 OV0222                         *CURRENT SURVEY CONTROL
 OV0222  ___________________________________________________________________
 OV0222* NAD 83(1986)-  43 15 38.     (N)    107 41 56.     (W)     SCALED    
 OV0222* NAVD 88     -      1631.832  (meters)    5353.77   (feet)  ADJUSTED  
 OV0222  ___________________________________________________________________
 OV0222  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 OV0222  DYNAMIC HT  -        1630.766 (meters)    5350.27  (feet)  COMP
 OV0222  MODELED GRAV-     979,910.4   (mgal)                       NAVD 88
 OV0222
 OV0222  VERT ORDER  -  FIRST     CLASS II
 OV0222
 OV0222.The horizontal coordinates were scaled from a topographic map and have
 OV0222.an estimated accuracy of +/- 6 seconds.
 OV0222
 OV0222.The orthometric height was determined by differential leveling
 OV0222.and adjusted by the National Geodetic Survey in June 1991..
 OV0222
 OV0222.The geoid height was determined by GEOID03.
 OV0222
 OV0222.The dynamic height is computed by dividing the NAVD 88
 OV0222.geopotential number by the normal gravity value computed on the
 OV0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0222.degrees latitude (g = 980.6199 gals.).
 OV0222
 OV0222.The modeled gravity was interpolated from observed gravity values.
 OV0222
 OV0222;                    North         East    Units  Estimated Accuracy
 OV0222;SPC WYWC     -   307,140.      685,340.      MT  (+/- 180 meters Scaled)
 OV0222
 OV0222                          SUPERSEDED SURVEY CONTROL
 OV0222
 OV0222  NGVD 29 (06/08/92) 1630.814  (m)         5350.43   (f) ADJUSTED    1 2
 OV0222
 OV0222.Superseded values are not recommended for survey control.
 OV0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0222.See file dsdata.txt to determine how the superseded data were derived.
 OV0222
 OV0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH809932(NAD 83)
 OV0222_MARKER: DB = BENCH MARK DISK
 OV0222_SETTING: 66 = SET IN ROCK OUTCROP
 OV0222_SP_SET: ROCK OUTCROP
 OV0222_STAMPING: H 331 1982
 OV0222_MARK LOGO: NGS   
 OV0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0222
 OV0222  HISTORY     - Date     Condition        Report By
 OV0222  HISTORY     - 1982     MONUMENTED       NGS
 OV0222
 OV0222                          STATION DESCRIPTION
 OV0222
 OV0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0222'45.4 KM (28.2 MI) EAST FROM SHOSHONI.
 OV0222'33.2 KM (20.6 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0222'WITH U. S. HIGHWAY 26 IN SHOSHONI, THENCE 12.2 KM (7.6 MI)
 OV0222'NORTHEASTERLY ALONG MONETA-LYSITE ROAD, IN THE CENTER OF A 3 BY 7 FT
 OV0222'EXPOSED AREA OF OUTCROPPING BEDROCK AND 25.0 METERS (82.0 FT) WEST OF
 OV0222'THE CENTERLINE OF THE ROAD.
 OV0222'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 OV0222'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0248 ***********************************************************************
 OV0248  DESIGNATION -  H 332
 OV0248  PID         -  OV0248
 OV0248  STATE/COUNTY-  WY/NATRONA
 OV0248  USGS QUAD   -  WALTMAN (1952)
 OV0248
 OV0248                         *CURRENT SURVEY CONTROL
 OV0248  ___________________________________________________________________
 OV0248* NAD 83(1986)-  43 04 21.     (N)    107 13 05.     (W)     SCALED    
 OV0248* NAVD 88     -      1842.053  (meters)    6043.47   (feet)  ADJUSTED  
 OV0248  ___________________________________________________________________
 OV0248  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 OV0248  DYNAMIC HT  -        1840.766 (meters)    6039.25  (feet)  COMP
 OV0248  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 OV0248
 OV0248  VERT ORDER  -  FIRST     CLASS II
 OV0248
 OV0248.The horizontal coordinates were scaled from a topographic map and have
 OV0248.an estimated accuracy of +/- 6 seconds.
 OV0248
 OV0248.The orthometric height was determined by differential leveling
 OV0248.and adjusted by the National Geodetic Survey in June 1991..
 OV0248
 OV0248.The geoid height was determined by GEOID03.
 OV0248
 OV0248.The dynamic height is computed by dividing the NAVD 88
 OV0248.geopotential number by the normal gravity value computed on the
 OV0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0248.degrees latitude (g = 980.6199 gals.).
 OV0248
 OV0248.The modeled gravity was interpolated from observed gravity values.
 OV0248
 OV0248;                    North         East    Units  Estimated Accuracy
 OV0248;SPC WYEC     -   385,710.      409,390.      MT  (+/- 180 meters Scaled)
 OV0248
 OV0248                          SUPERSEDED SURVEY CONTROL
 OV0248
 OV0248  NGVD 29 (06/08/92) 1841.016  (m)         6040.07   (f) ADJUSTED    1 2
 OV0248
 OV0248.Superseded values are not recommended for survey control.
 OV0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0248.See file dsdata.txt to determine how the superseded data were derived.
 OV0248
 OV0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH194712(NAD 83)
 OV0248_MARKER: I = METAL ROD
 OV0248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0248_SP_SET: STAINLESS STEEL ROD
 OV0248_STAMPING: H 332 1982
 OV0248_MARK LOGO: NGS   
 OV0248_PROJECTION: FLUSH
 OV0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0248_ROD/PIPE-DEPTH: 4.0  meters
 OV0248
 OV0248  HISTORY     - Date     Condition        Report By
 OV0248  HISTORY     - 1982     MONUMENTED       NGS
 OV0248
 OV0248                          STATION DESCRIPTION
 OV0248
 OV0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0248'1.8 KM (1.1 MI) WEST FROM WALTMAN.
 OV0248'1.8 KM (1.1 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OV0248'COUNTY ROADS 104 AND 212 IN WALTMAN, 0.3 KM (0.2 MI) EAST OF MILEPOST
 OV0248'52, 33.8 METERS (110.9 FT) SOUTHWEST OF A HIGHWAY INFORMATION SIGN
 OV0248'(WALTMAN SERVICE ROAD 1 MILE) AND 30.0 METERS (98.4 FT) SOUTH OF THE
 OV0248'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 OV0248'A 5-INCH LOGO CAP.
 OV0248'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OV0248'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0305 ***********************************************************************
 PX0305  DESIGNATION -  H 333
 PX0305  PID         -  PX0305
 PX0305  STATE/COUNTY-  WY/BIG HORN
 PX0305  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0305
 PX0305                         *CURRENT SURVEY CONTROL
 PX0305  ___________________________________________________________________
 PX0305* NAD 83(1986)-  44 16 15.     (N)    108 01 25.     (W)     SCALED    
 PX0305* NAVD 88     -      1216.696  (meters)    3991.78   (feet)  ADJUSTED  
 PX0305  ___________________________________________________________________
 PX0305  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 PX0305  DYNAMIC HT  -        1216.154 (meters)    3990.00  (feet)  COMP
 PX0305  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 PX0305
 PX0305  VERT ORDER  -  FIRST     CLASS II
 PX0305
 PX0305.The horizontal coordinates were scaled from a topographic map and have
 PX0305.an estimated accuracy of +/- 6 seconds.
 PX0305
 PX0305.The orthometric height was determined by differential leveling
 PX0305.and adjusted by the National Geodetic Survey in June 1991..
 PX0305
 PX0305.The geoid height was determined by GEOID03.
 PX0305
 PX0305.The dynamic height is computed by dividing the NAVD 88
 PX0305.geopotential number by the normal gravity value computed on the
 PX0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0305.degrees latitude (g = 980.6199 gals.).
 PX0305
 PX0305.The modeled gravity was interpolated from observed gravity values.
 PX0305
 PX0305;                    North         East    Units  Estimated Accuracy
 PX0305;SPC WYEC     -   519,070.      344,890.      MT  (+/- 180 meters Scaled)
 PX0305
 PX0305                          SUPERSEDED SURVEY CONTROL
 PX0305
 PX0305  NGVD 29 (06/08/92) 1215.882  (m)         3989.11   (f) ADJUSTED    1 2
 PX0305
 PX0305.Superseded values are not recommended for survey control.
 PX0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0305.See file dsdata.txt to determine how the superseded data were derived.
 PX0305
 PX0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ375062(NAD 83)
 PX0305_MARKER: I = METAL ROD
 PX0305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0305_SP_SET: STAINLESS STEEL ROD
 PX0305_STAMPING: H 333 1982
 PX0305_MARK LOGO: NGS   
 PX0305_PROJECTION: FLUSH
 PX0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0305_ROD/PIPE-DEPTH: 3.3  meters
 PX0305
 PX0305  HISTORY     - Date     Condition        Report By
 PX0305  HISTORY     - 1982     MONUMENTED       NGS
 PX0305
 PX0305                          STATION DESCRIPTION
 PX0305
 PX0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0305'35.5 KM (22.05 MI) NORT FROM WORLAND.
 PX0305'35.5 KM (22.05 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PX0305'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.6 KM (0.35
 PX0305'MI) WEST OF ORCHARD BENCH ROAD, 29.8 METERS (97.8 FT) SOUTHWEST OF THE
 PX0305'CENTERLINE OF THE HIGHWAY AND 7.7 METERS (25.3 FT) SOUTHEAST OF THE
 PX0305'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 PX0305'A 5-INCH LOGO CAP.
 PX0305'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 PX0305'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0258 ***********************************************************************
 OV0258  DESIGNATION -  H 334
 OV0258  PID         -  OV0258
 OV0258  STATE/COUNTY-  WY/NATRONA
 OV0258  USGS QUAD   -  POWDER RIVER (1968)
 OV0258
 OV0258                         *CURRENT SURVEY CONTROL
 OV0258  ___________________________________________________________________
 OV0258* NAD 83(1986)-  43 01 55.     (N)    106 59 50.     (W)     SCALED    
 OV0258* NAVD 88     -      1739.101  (meters)    5705.70   (feet)  ADJUSTED  
 OV0258  ___________________________________________________________________
 OV0258  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 OV0258  DYNAMIC HT  -        1737.944 (meters)    5701.90  (feet)  COMP
 OV0258  MODELED GRAV-     979,894.1   (mgal)                       NAVD 88
 OV0258
 OV0258  VERT ORDER  -  FIRST     CLASS II
 OV0258
 OV0258.The horizontal coordinates were scaled from a topographic map and have
 OV0258.an estimated accuracy of +/- 6 seconds.
 OV0258
 OV0258.The orthometric height was determined by differential leveling
 OV0258.and adjusted by the National Geodetic Survey in June 1991..
 OV0258
 OV0258.The geoid height was determined by GEOID03.
 OV0258
 OV0258.The dynamic height is computed by dividing the NAVD 88
 OV0258.geopotential number by the normal gravity value computed on the
 OV0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0258.degrees latitude (g = 980.6199 gals.).
 OV0258
 OV0258.The modeled gravity was interpolated from observed gravity values.
 OV0258
 OV0258;                    North         East    Units  Estimated Accuracy
 OV0258;SPC WYEC     -   381,260.      427,390.      MT  (+/- 180 meters Scaled)
 OV0258
 OV0258                          SUPERSEDED SURVEY CONTROL
 OV0258
 OV0258  NGVD 29 (06/08/92) 1738.129  (m)         5702.51   (f) ADJUSTED    1 2
 OV0258
 OV0258.Superseded values are not recommended for survey control.
 OV0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0258.See file dsdata.txt to determine how the superseded data were derived.
 OV0258
 OV0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH372662(NAD 83)
 OV0258_MARKER: DB = BENCH MARK DISK
 OV0258_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OV0258_SP_SET: ABUTMENT
 OV0258_STAMPING: H 334 1982
 OV0258_MARK LOGO: NGS   
 OV0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0258
 OV0258  HISTORY     - Date     Condition        Report By
 OV0258  HISTORY     - 1982     MONUMENTED       NGS
 OV0258
 OV0258                          STATION DESCRIPTION
 OV0258
 OV0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0258'16.9 KM (10.5 MI) EAST FROM WALTMAN.
 OV0258'16.9 KM (10.5 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0258'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, IN THE SOUTH END OF THE EAST
 OV0258'CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF WYATT DRAW, 6.3 METERS
 OV0258'(20.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 4.0 METERS (13.1
 OV0258'FT) WEST OF THE EAST END OF THE BRIDGE.
 OV0258'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0232 ***********************************************************************
 NR0232  DESIGNATION -  H 335
 NR0232  PID         -  NR0232
 NR0232  STATE/COUNTY-  WY/NATRONA
 NR0232  USGS QUAD   -  CASPER (1984)
 NR0232
 NR0232                         *CURRENT SURVEY CONTROL
 NR0232  ___________________________________________________________________
 NR0232* NAD 83(1986)-  42 51 27.     (N)    106 20 01.     (W)     SCALED    
 NR0232* NAVD 88     -      1561.221  (meters)    5122.11   (feet)  ADJUSTED  
 NR0232  ___________________________________________________________________
 NR0232  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NR0232  DYNAMIC HT  -        1560.251 (meters)    5118.92  (feet)  COMP
 NR0232  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 NR0232
 NR0232  VERT ORDER  -  FIRST     CLASS II
 NR0232
 NR0232.The horizontal coordinates were scaled from a topographic map and have
 NR0232.an estimated accuracy of +/- 6 seconds.
 NR0232
 NR0232.The orthometric height was determined by differential leveling
 NR0232.and adjusted by the National Geodetic Survey in June 1991..
 NR0232
 NR0232.The geoid height was determined by GEOID03.
 NR0232
 NR0232.The dynamic height is computed by dividing the NAVD 88
 NR0232.geopotential number by the normal gravity value computed on the
 NR0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0232.degrees latitude (g = 980.6199 gals.).
 NR0232
 NR0232.The modeled gravity was interpolated from observed gravity values.
 NR0232
 NR0232;                    North         East    Units  Estimated Accuracy
 NR0232;SPC WYEC     -   362,310.      481,700.      MT  (+/- 180 meters Scaled)
 NR0232
 NR0232                          SUPERSEDED SURVEY CONTROL
 NR0232
 NR0232  NGVD 29 (06/08/92) 1560.348  (m)         5119.24   (f) ADJUSTED    1 2
 NR0232
 NR0232.Superseded values are not recommended for survey control.
 NR0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0232.See file dsdata.txt to determine how the superseded data were derived.
 NR0232
 NR0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH910458(NAD 83)
 NR0232_MARKER: DB = BENCH MARK DISK
 NR0232_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NR0232_SP_SET: PIER
 NR0232_STAMPING: H 335 1982
 NR0232_MARK LOGO: NGS   
 NR0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0232+STABILITY: POSITION/ELEVATION WELL
 NR0232
 NR0232  HISTORY     - Date     Condition        Report By
 NR0232  HISTORY     - 1982     MONUMENTED       NGS
 NR0232  HISTORY     - 1982     GOOD             NGS
 NR0232  HISTORY     - 1985     MARK NOT FOUND   NGS
 NR0232
 NR0232                          STATION DESCRIPTION
 NR0232
 NR0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0232'IN CASPER.
 NR0232'IN CASPER, AT THE JUNCTION OF INTERSTATE HIGHWAY 25 AND RANCHO ROAD,
 NR0232'SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY 1 OF 3 PIERS OF
 NR0232'THE WEST BOUND OVERPASS OF THE ROAD AND 7.6 METERS (24.9 FT) WEST OF
 NR0232'THE CENTERLINE OF THE HIGHWAY.
 NR0232'THE MARK IS 1.8 M ABOVE THE ROAD.
 NR0232
 NR0232                          STATION RECOVERY (1982)
 NR0232
 NR0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0232'RECOVERED IN GOOD CONDITION.
 NR0232
 NR0232                          STATION RECOVERY (1985)
 NR0232
 NR0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NR0232'NOT RECOVERED.  BRIDGE DESCRIBED WAS REPLACED IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0298 ***********************************************************************
 NR0298  DESIGNATION -  H 336
 NR0298  PID         -  NR0298
 NR0298  STATE/COUNTY-  WY/CARBON
 NR0298  USGS QUAD   -  MUDDY GAP (1981)
 NR0298
 NR0298                         *CURRENT SURVEY CONTROL
 NR0298  ___________________________________________________________________
 NR0298* NAD 83(1986)-  42 20 43.     (N)    107 27 46.     (W)     SCALED    
 NR0298* NAVD 88     -      1924.475  (meters)    6313.88   (feet)  ADJUSTED  
 NR0298  ___________________________________________________________________
 NR0298  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 NR0298  DYNAMIC HT  -        1923.010 (meters)    6309.08  (feet)  COMP
 NR0298  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 NR0298
 NR0298  VERT ORDER  -  FIRST     CLASS II
 NR0298
 NR0298.The horizontal coordinates were scaled from a topographic map and have
 NR0298.an estimated accuracy of +/- 6 seconds.
 NR0298
 NR0298.The orthometric height was determined by differential leveling
 NR0298.and adjusted by the National Geodetic Survey in June 1991..
 NR0298
 NR0298.The geoid height was determined by GEOID03.
 NR0298
 NR0298.The dynamic height is computed by dividing the NAVD 88
 NR0298.geopotential number by the normal gravity value computed on the
 NR0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0298.degrees latitude (g = 980.6199 gals.).
 NR0298
 NR0298.The modeled gravity was interpolated from observed gravity values.
 NR0298
 NR0298;                    North         East    Units  Estimated Accuracy
 NR0298;SPC WYEC     -   304,940.      389,330.      MT  (+/- 180 meters Scaled)
 NR0298
 NR0298                          SUPERSEDED SURVEY CONTROL
 NR0298
 NR0298  NGVD 29 (06/08/92) 1923.410  (m)         6310.39   (f) ADJUSTED    1 2
 NR0298
 NR0298.Superseded values are not recommended for survey control.
 NR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0298.See file dsdata.txt to determine how the superseded data were derived.
 NR0298
 NR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG971910(NAD 83)
 NR0298_MARKER: DB = BENCH MARK DISK
 NR0298_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0298_SP_SET: ABUTMENT
 NR0298_STAMPING: H 336 1982
 NR0298_MARK LOGO: NGS   
 NR0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0298+STABILITY: POSITION/ELEVATION WELL
 NR0298
 NR0298  HISTORY     - Date     Condition        Report By
 NR0298  HISTORY     - 1982     MONUMENTED       NGS
 NR0298
 NR0298                          STATION DESCRIPTION
 NR0298
 NR0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0298'2.5 KM (1.55 MI) SOUTH FROM MUDDY GAP.
 NR0298'2.5 KM (1.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0298'WITH STATE HIGHWAY 220 IN MUDDY GAP, IN TOP OF AND 1.6 METERS (5.2 FT)
 NR0298'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 NR0298'THE HIGHWAY OVERPASS OF MUDDY CREEK AND 6.0 METERS (19.7 FT) SOUTHEAST
 NR0298'OF THE CENTERLINE OF THE HIGHWAY.
 NR0298'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0456 ***********************************************************************
 MP0456  DESIGNATION -  H 337
 MP0456  PID         -  MP0456
 MP0456  STATE/COUNTY-  WY/CARBON
 MP0456  USGS QUAD   -  RENDLE HILL (1983)
 MP0456
 MP0456                         *CURRENT SURVEY CONTROL
 MP0456  ___________________________________________________________________
 MP0456* NAD 83(1986)-  41 59 32.     (N)    107 21 41.     (W)     SCALED    
 MP0456* NAVD 88     -      1987.803  (meters)    6521.65   (feet)  ADJUSTED  
 MP0456  ___________________________________________________________________
 MP0456  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 MP0456  DYNAMIC HT  -        1986.173 (meters)    6516.30  (feet)  COMP
 MP0456  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 MP0456
 MP0456  VERT ORDER  -  FIRST     CLASS II
 MP0456
 MP0456.The horizontal coordinates were scaled from a topographic map and have
 MP0456.an estimated accuracy of +/- 6 seconds.
 MP0456
 MP0456.The orthometric height was determined by differential leveling
 MP0456.and adjusted by the National Geodetic Survey in June 1991..
 MP0456
 MP0456.The geoid height was determined by GEOID03.
 MP0456
 MP0456.The dynamic height is computed by dividing the NAVD 88
 MP0456.geopotential number by the normal gravity value computed on the
 MP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0456.degrees latitude (g = 980.6199 gals.).
 MP0456
 MP0456.The modeled gravity was interpolated from observed gravity values.
 MP0456
 MP0456;                    North         East    Units  Estimated Accuracy
 MP0456;SPC WYEC     -   265,710.      397,680.      MT  (+/- 180 meters Scaled)
 MP0456
 MP0456                          SUPERSEDED SURVEY CONTROL
 MP0456
 MP0456  NGVD 29 (06/08/92) 1986.677  (m)         6517.96   (f) ADJUSTED    1 2
 MP0456
 MP0456.Superseded values are not recommended for survey control.
 MP0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0456.See file dsdata.txt to determine how the superseded data were derived.
 MP0456
 MP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG044516(NAD 83)
 MP0456_MARKER: I = METAL ROD
 MP0456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0456_SP_SET: STAINLESS STEEL ROD
 MP0456_STAMPING: H 337 1982
 MP0456_MARK LOGO: NGS   
 MP0456_PROJECTION: FLUSH
 MP0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0456_ROD/PIPE-DEPTH: 6.1  meters
 MP0456
 MP0456  HISTORY     - Date     Condition        Report By
 MP0456  HISTORY     - 1982     MONUMENTED       NGS
 MP0456
 MP0456                          STATION DESCRIPTION
 MP0456
 MP0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0456'26.3 KM (16.35 MI) NORT FROM RAWLINS.
 MP0456'26.3 KM (16.35 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0456'WITH U.S. HIGHWAY 30 IN RAWLINS, 0.4 KM (0.25 MI) NORTH OF MILEPOST 16
 MP0456'AND 53.0 METERS (173.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 MP0456'NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0456'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 MP0456'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0263 ***********************************************************************
 NR0263  DESIGNATION -  H 338
 NR0263  PID         -  NR0263
 NR0263  STATE/COUNTY-  WY/NATRONA
 NR0263  USGS QUAD   -  ALCOVA (1984)
 NR0263
 NR0263                         *CURRENT SURVEY CONTROL
 NR0263  ___________________________________________________________________
 NR0263* NAD 83(1986)-  42 33 43.     (N)    106 43 19.     (W)     SCALED    
 NR0263* NAVD 88     -      1639.289  (meters)    5378.23   (feet)  ADJUSTED  
 NR0263  ___________________________________________________________________
 NR0263  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NR0263  DYNAMIC HT  -        1638.207 (meters)    5374.68  (feet)  COMP
 NR0263  MODELED GRAV-     979,902.8   (mgal)                       NAVD 88
 NR0263
 NR0263  VERT ORDER  -  FIRST     CLASS II
 NR0263
 NR0263.The horizontal coordinates were scaled from a topographic map and have
 NR0263.an estimated accuracy of +/- 6 seconds.
 NR0263
 NR0263.The orthometric height was determined by differential leveling
 NR0263.and adjusted by the National Geodetic Survey in June 1991..
 NR0263
 NR0263.The geoid height was determined by GEOID03.
 NR0263
 NR0263.The dynamic height is computed by dividing the NAVD 88
 NR0263.geopotential number by the normal gravity value computed on the
 NR0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0263.degrees latitude (g = 980.6199 gals.).
 NR0263
 NR0263.The modeled gravity was interpolated from observed gravity values.
 NR0263
 NR0263;                    North         East    Units  Estimated Accuracy
 NR0263;SPC WYEC     -   329,180.      450,200.      MT  (+/- 180 meters Scaled)
 NR0263
 NR0263                          SUPERSEDED SURVEY CONTROL
 NR0263
 NR0263  NGVD 29 (06/08/92) 1638.384  (m)         5375.26   (f) ADJUSTED    1 2
 NR0263
 NR0263.Superseded values are not recommended for survey control.
 NR0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0263.See file dsdata.txt to determine how the superseded data were derived.
 NR0263
 NR0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH586136(NAD 83)
 NR0263_MARKER: DB = BENCH MARK DISK
 NR0263_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0263_SP_SET: ABUTMENT
 NR0263_STAMPING: H 338 1982
 NR0263_MARK LOGO: NGS   
 NR0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0263+STABILITY: POSITION/ELEVATION WELL
 NR0263
 NR0263  HISTORY     - Date     Condition        Report By
 NR0263  HISTORY     - 1982     MONUMENTED       NGS
 NR0263
 NR0263                          STATION DESCRIPTION
 NR0263
 NR0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0263'42.9 KM (26.65 MI) SW FROM CASPER.
 NR0263'42.9 KM (26.65 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0263'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN TOP OF AND 1.1 METERS
 NR0263'(3.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 NR0263'ABUTMENT OF THE HIGHWAY OVERPASS OF EAGLE CREEK (BRIDGE NUMBER 86-64)
 NR0263'AND 6.5 METERS (21.3 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 NR0263'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0705 ***********************************************************************
 PY0705  DESIGNATION -  H 339
 PY0705  PID         -  PY0705
 PY0705  STATE/COUNTY-  WY/PARK
 PY0705  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0705
 PY0705                         *CURRENT SURVEY CONTROL
 PY0705  ___________________________________________________________________
 PY0705* NAD 83(1986)-  44 42 44.     (N)    110 44 13.     (W)     SCALED    
 PY0705* NAVD 88     -      2256.467  (meters)    7403.09   (feet)  ADJUSTED  
 PY0705  ___________________________________________________________________
 PY0705  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 PY0705  DYNAMIC HT  -        2255.091 (meters)    7398.58  (feet)  COMP
 PY0705  MODELED GRAV-     979,926.2   (mgal)                       NAVD 88
 PY0705
 PY0705  VERT ORDER  -  FIRST     CLASS II
 PY0705
 PY0705.The horizontal coordinates were scaled from a topographic map and have
 PY0705.an estimated accuracy of +/- 6 seconds.
 PY0705
 PY0705.The orthometric height was determined by differential leveling
 PY0705.and adjusted by the National Geodetic Survey in June 1991..
 PY0705
 PY0705.The geoid height was determined by GEOID03.
 PY0705
 PY0705.The dynamic height is computed by dividing the NAVD 88
 PY0705.geopotential number by the normal gravity value computed on the
 PY0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0705.degrees latitude (g = 980.6199 gals.).
 PY0705
 PY0705.The modeled gravity was interpolated from observed gravity values.
 PY0705
 PY0705;                    North         East    Units  Estimated Accuracy
 PY0705;SPC WYWC     -   469,810.      442,560.      MT  (+/- 180 meters Scaled)
 PY0705
 PY0705                          SUPERSEDED SURVEY CONTROL
 PY0705
 PY0705  NGVD 29 (08/20/92) 2255.148  (m)         7398.76   (f) ADJUSTED    1 2
 PY0705
 PY0705.Superseded values are not recommended for survey control.
 PY0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0705.See file dsdata.txt to determine how the superseded data were derived.
 PY0705
 PY0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ208510(NAD 83)
 PY0705_MARKER: DB = BENCH MARK DISK
 PY0705_SETTING: 66 = SET IN ROCK OUTCROP
 PY0705_SP_SET: BEDROCK
 PY0705_STAMPING: H 339 1983
 PY0705_MARK LOGO: NGS   
 PY0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0705+STABILITY: POSITION/ELEVATION WELL
 PY0705
 PY0705  HISTORY     - Date     Condition        Report By
 PY0705  HISTORY     - 1983     MONUMENTED       NGS
 PY0705  HISTORY     - 1987     GOOD             NGS
 PY0705
 PY0705                          STATION DESCRIPTION
 PY0705
 PY0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0705'5.1 KM (3.15 MI) SOUTH FROM NORRIS JUNCTION.
 PY0705'5.1 KM (3.15 MI) SOUTHERLY ALONG THE MADISON JUNCTION-NORRIS JUNCTION
 PY0705'HIGHWAY FROM THE MUSEUM BUILDING IN NORRIS JUNCTION, IN THE CENTER OF
 PY0705'A 5 BY 6 FT EXPOSED AREA OF ROCK OUTCROP IN THE CENTER OF A HIGHWAY
 PY0705'CUT, 13.7 METERS (44.9 FT) SOUTHEAST AND ACROSS THE HIGHWAY FROM THE
 PY0705'NORTHEAST END OF A CURB AT A HIGHWAY PULL OFF, 8.2 METERS (26.9 FT)
 PY0705'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 METERS (11.5 FT)
 PY0705'NORTHEAST OF THE NORTHEAST CORNER OF AN IRON GRATE DRAIN.
 PY0705'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 PY0705
 PY0705                          STATION RECOVERY (1987)
 PY0705
 PY0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0491 ***********************************************************************
 MP0491  DESIGNATION -  H 339 X
 MP0491  PID         -  MP0491
 MP0491  STATE/COUNTY-  WY/CARBON
 MP0491  USGS QUAD   -  COMO WEST (1982)
 MP0491
 MP0491                         *CURRENT SURVEY CONTROL
 MP0491  ___________________________________________________________________
 MP0491* NAD 83(1986)-  41 54 36.     (N)    106 23 42.     (W)     SCALED    
 MP0491* NAVD 88     -      2050.844  (meters)    6728.48   (feet)  ADJUSTED  
 MP0491  ___________________________________________________________________
 MP0491  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 MP0491  DYNAMIC HT  -        2049.029 (meters)    6722.52  (feet)  COMP
 MP0491  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 MP0491
 MP0491  VERT ORDER  -  FIRST     CLASS II
 MP0491
 MP0491.The horizontal coordinates were scaled from a topographic map and have
 MP0491.an estimated accuracy of +/- 6 seconds.
 MP0491
 MP0491.The orthometric height was determined by differential leveling
 MP0491.and adjusted by the National Geodetic Survey in June 1991..
 MP0491
 MP0491.The geoid height was determined by GEOID03.
 MP0491
 MP0491.The dynamic height is computed by dividing the NAVD 88
 MP0491.geopotential number by the normal gravity value computed on the
 MP0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0491.degrees latitude (g = 980.6199 gals.).
 MP0491
 MP0491.The modeled gravity was interpolated from observed gravity values.
 MP0491
 MP0491;                    North         East    Units  Estimated Accuracy
 MP0491;SPC WYEC     -   257,010.      477,850.      MT  (+/- 180 meters Scaled)
 MP0491
 MP0491                          SUPERSEDED SURVEY CONTROL
 MP0491
 MP0491  NGVD 29 (06/08/92) 2049.615  (m)         6724.45   (f) ADJUSTED    1 2
 MP0491
 MP0491.Superseded values are not recommended for survey control.
 MP0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0491.See file dsdata.txt to determine how the superseded data were derived.
 MP0491
 MP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG843407(NAD 83)
 MP0491_MARKER: I = METAL ROD
 MP0491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0491_SP_SET: STAINLESS STEEL ROD
 MP0491_STAMPING: H 339 X 1983
 MP0491_MARK LOGO: NGS   
 MP0491_PROJECTION: FLUSH
 MP0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0491_ROD/PIPE-DEPTH: 7.7  meters
 MP0491
 MP0491  HISTORY     - Date     Condition        Report By
 MP0491  HISTORY     - 1983     MONUMENTED       NGS
 MP0491
 MP0491                          STATION DESCRIPTION
 MP0491
 MP0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0491'15.2 KM (9.45 MI) EAST FROM HANNA.
 MP0491'15.2 KM (9.45 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0491'STATION IN HANNA, OR 16.5 KM (10.25 MI) WESTERLY ALONG THE UNION
 MP0491'PACIFIC RAILROAD FROM THE STATION IN MEDICINE BOW, 0.8 KM (0.5 MI)
 MP0491'WEST OF MILEPOST 633, 22.4 METERS (73.5 FT) NORTH OF THE NEAR RAIL,
 MP0491'19.5 METERS (64.0 FT) NORTH OF THE NORTHWEST CORNER OF RAILROAD BRIDGE
 MP0491'633.48, AND 2.1 METERS (6.9 FT) WEST OF A UTILITY POLE WITH TWO
 MP0491'STRIPES.  NOTE=THE DATUM POINT IS STAMPED H 339 1983.  ACCESS TO THE
 MP0491'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0491'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MP0491'THE MARK IS 1.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0250 ***********************************************************************
 OU0250  DESIGNATION -  H 34
 OU0250  PID         -  OU0250
 OU0250  STATE/COUNTY-  WY/CAMPBELL
 OU0250  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0250
 OU0250                         *CURRENT SURVEY CONTROL
 OU0250  ___________________________________________________________________
 OU0250* NAD 83(1986)-  43 42 25.     (N)    105 47 05.     (W)     SCALED    
 OU0250* NAVD 88     -      1601.813  (meters)    5255.28   (feet)  POSTED    
 OU0250  ___________________________________________________________________
 OU0250  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OU0250  DYNAMIC HT  -        1600.940 (meters)    5252.42  (feet)  COMP
 OU0250  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 OU0250  OBS GRAVITY -     980,018.3   (mgal)                       GRAV_OBS
 OU0250
 OU0250  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0250
 OU0250.The horizontal coordinates were scaled from a topographic map and have
 OU0250.an estimated accuracy of +/- 6 seconds.
 OU0250
 OU0250.The orthometric height was determined by differential leveling
 OU0250.and adjusted by the National Geodetic Survey in 1992..
 OU0250.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0250.rate of 0.0 thru 1.0 mm/km.
 OU0250
 OU0250.The geoid height was determined by GEOID03.
 OU0250
 OU0250.The dynamic height is computed by dividing the NAVD 88
 OU0250.geopotential number by the normal gravity value computed on the
 OU0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0250.degrees latitude (g = 980.6199 gals.).
 OU0250
 OU0250.The modeled gravity was interpolated from observed gravity values.
 OU0250.The observed gravity was obtained from relative gravimeter ties
 OU0250.to the IGSN71 gravity network.
 OU0250
 OU0250;                    North         East    Units  Estimated Accuracy
 OU0250;SPC WY E     -   356,380.      150,190.      MT  (+/- 180 meters Scaled)
 OU0250
 OU0250                          SUPERSEDED SURVEY CONTROL
 OU0250
 OU0250  NGVD 29 (??/??/92) 1601.004  (m)         5252.63   (f) ADJ UNCH    1 2
 OU0250
 OU0250.Superseded values are not recommended for survey control.
 OU0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0250.See file dsdata.txt to determine how the superseded data were derived.
 OU0250
 OU0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ367396(NAD 83)
 OU0250_MARKER: DB = BENCH MARK DISK
 OU0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0250_STAMPING: H 34 1933
 OU0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0250+STABILITY: SURFACE MOTION
 OU0250
 OU0250  HISTORY     - Date     Condition        Report By
 OU0250  HISTORY     - 1933     MONUMENTED       CGS
 OU0250  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0250
 OU0250                          STATION DESCRIPTION
 OU0250
 OU0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0250'6.3 MI N FROM PINE TREE.
 OU0250'6.3 MILES NORTH ALONG OLD STATE HIGHWAY 316 FROM THE POST OFFICE
 OU0250'AND STORE AT PINE TREE, CAMPBELL COUNTY, 32 FEET EAST OF THE
 OU0250'CENTER LINE OF THE OLD HIGHWAY, 8 FEET NORTH OF THE CORNER OF A
 OU0250'WIRE FENCE, AND 4 FEET WEST OF THE FENCE.  A STANDARD DISK,
 OU0250'STAMPED H 34 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OU0250'6 INCHES ABOVE GROUND.
 OU0250
 OU0250                          STATION RECOVERY (1985)
 OU0250
 OU0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0250'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0311 ***********************************************************************
 OU0311  DESIGNATION -  H 34 RESET
 OU0311  PID         -  OU0311
 OU0311  STATE/COUNTY-  WY/CAMPBELL
 OU0311  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0311
 OU0311                         *CURRENT SURVEY CONTROL
 OU0311  ___________________________________________________________________
 OU0311* NAD 83(1986)-  43 42 26.     (N)    105 47 06.     (W)     SCALED    
 OU0311* NAVD 88     -      1601.489  (meters)    5254.22   (feet)  ADJUSTED  
 OU0311  ___________________________________________________________________
 OU0311  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OU0311  DYNAMIC HT  -        1600.617 (meters)    5251.36  (feet)  COMP
 OU0311  MODELED GRAV-     980,018.4   (mgal)                       NAVD 88
 OU0311
 OU0311  VERT ORDER  -  FIRST     CLASS II
 OU0311
 OU0311.The horizontal coordinates were scaled from a topographic map and have
 OU0311.an estimated accuracy of +/- 6 seconds.
 OU0311
 OU0311.The orthometric height was determined by differential leveling
 OU0311.and adjusted by the National Geodetic Survey in June 1991..
 OU0311
 OU0311.The geoid height was determined by GEOID03.
 OU0311
 OU0311.The dynamic height is computed by dividing the NAVD 88
 OU0311.geopotential number by the normal gravity value computed on the
 OU0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0311.degrees latitude (g = 980.6199 gals.).
 OU0311
 OU0311.The modeled gravity was interpolated from observed gravity values.
 OU0311
 OU0311;                    North         East    Units  Estimated Accuracy
 OU0311;SPC WY E     -   356,410.      150,170.      MT  (+/- 180 meters Scaled)
 OU0311
 OU0311                          SUPERSEDED SURVEY CONTROL
 OU0311
 OU0311  NGVD 29 (06/08/92) 1600.675  (m)         5251.55   (f) ADJUSTED    1 2
 OU0311
 OU0311.Superseded values are not recommended for survey control.
 OU0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0311.See file dsdata.txt to determine how the superseded data were derived.
 OU0311
 OU0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ367396(NAD 83)
 OU0311_MARKER: I = METAL ROD
 OU0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0311_SP_SET: CONCRETE POST
 OU0311_STAMPING: H 34 RESET 1983
 OU0311_MARK LOGO: NGS   
 OU0311_PROJECTION: FLUSH
 OU0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0311+STABILITY: SURFACE MOTION
 OU0311
 OU0311  HISTORY     - Date     Condition        Report By
 OU0311  HISTORY     - 1983     MONUMENTED       NGS
 OU0311  HISTORY     - 1985     GOOD             NGS
 OU0311
 OU0311                          STATION DESCRIPTION
 OU0311
 OU0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0311'10.1 KM (6.3 MI) NORTH FROM PINE TREE JUNCTION.
 OU0311'10.06 KM (6.25 MI) NORTH ALONG STATE HIGHWAY 50 FROM PINE TREE
 OU0311'JUNCTION, 0.27 KM (0.17 MI) SOUTH OF A POWER LINE T JUNCTION,
 OU0311'34.4 METERS (113 FT) WEST OF THE HIGHWAY CENTERLINE AND 4.4 METERS
 OU0311'(14.5 FT) WEST OF THE RIGHT OF WAY FENCE.
 OU0311'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 OU0311'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0597 ***********************************************************************
 MR0597  DESIGNATION -  H 340
 MR0597  PID         -  MR0597
 MR0597  STATE/COUNTY-  WY/UINTA
 MR0597  USGS QUAD   -  BRIDGER (1978)
 MR0597
 MR0597                         *CURRENT SURVEY CONTROL
 MR0597  ___________________________________________________________________
 MR0597* NAD 83(1986)-  41 25 13.     (N)    110 30 59.     (W)     SCALED    
 MR0597* NAVD 88     -      1995.677  (meters)    6547.48   (feet)  ADJUSTED  
 MR0597  ___________________________________________________________________
 MR0597  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 MR0597  DYNAMIC HT  -        1993.962 (meters)    6541.86  (feet)  COMP
 MR0597  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 MR0597
 MR0597  VERT ORDER  -  FIRST     CLASS II
 MR0597
 MR0597.The horizontal coordinates were scaled from a topographic map and have
 MR0597.an estimated accuracy of +/- 6 seconds.
 MR0597
 MR0597.The orthometric height was determined by differential leveling
 MR0597.and adjusted by the National Geodetic Survey in June 1991..
 MR0597
 MR0597.The geoid height was determined by GEOID03.
 MR0597
 MR0597.The dynamic height is computed by dividing the NAVD 88
 MR0597.geopotential number by the normal gravity value computed on the
 MR0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0597.degrees latitude (g = 980.6199 gals.).
 MR0597
 MR0597.The modeled gravity was interpolated from observed gravity values.
 MR0597
 MR0597;                    North         East    Units  Estimated Accuracy
 MR0597;SPC WY W     -   202,280.      763,800.      MT  (+/- 180 meters Scaled)
 MR0597
 MR0597                          SUPERSEDED SURVEY CONTROL
 MR0597
 MR0597  NGVD 29 (06/08/92) 1994.432  (m)         6543.40   (f) ADJUSTED    1 2
 MR0597
 MR0597.Superseded values are not recommended for survey control.
 MR0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0597.See file dsdata.txt to determine how the superseded data were derived.
 MR0597
 MR0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL404855(NAD 83)
 MR0597_MARKER: I = METAL ROD
 MR0597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0597_SP_SET: STAINLESS STEEL ROD
 MR0597_STAMPING: H 340 1983
 MR0597_MARK LOGO: NGS   
 MR0597_PROJECTION: FLUSH
 MR0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0597_ROD/PIPE-DEPTH: 14.6 meters
 MR0597
 MR0597  HISTORY     - Date     Condition        Report By
 MR0597  HISTORY     - 1983     MONUMENTED       NGS
 MR0597
 MR0597                          STATION DESCRIPTION
 MR0597
 MR0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0597'7.7 KM (4.8 MI) WEST FROM CARTER.
 MR0597'7.7 KM (4.8 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0597'STATION IN CARTER, AT DRAINAGE PIPE NUMBER 880.23, 54.3 METERS (178.0
 MR0597'FT) SOUTH OF THE CENTER OF A DIRT ROAD, 24.2 METERS (79.4 FT) NORTH OF
 MR0597'THE NEAR RAIL, 22.3 METERS (73.2 FT) WEST OF A UTILITY POLE, AND 20.1
 MR0597'METERS (65.9 FT) WEST-NORTHWEST OF THE CENTER OF THE MOST WESTERLY ONE
 MR0597'OF TWO 6-FOOT DRAINAGE PIPES.  NOTE=ACCESS TO THE DATUM POINT IS
 MR0597'THROUGH A 5-INCH LOGO CAP.
 MR0597'THE MARK IS 0.3 METERS  SE FROM  WITNESS POST AND FENCE
 MR0597'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0372 ***********************************************************************
 MQ0372  DESIGNATION -  H 341
 MQ0372  PID         -  MQ0372
 MQ0372  STATE/COUNTY-  WY/SWEETWATER
 MQ0372  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0372
 MQ0372                         *CURRENT SURVEY CONTROL
 MQ0372  ___________________________________________________________________
 MQ0372* NAD 83(1986)-  41 41 20.     (N)    108 50 46.     (W)     SCALED    
 MQ0372* NAVD 88     -      1990.169  (meters)    6529.41   (feet)  ADJUSTED  
 MQ0372  ___________________________________________________________________
 MQ0372  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 MQ0372  DYNAMIC HT  -        1988.491 (meters)    6523.91  (feet)  COMP
 MQ0372  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 MQ0372
 MQ0372  VERT ORDER  -  FIRST     CLASS II
 MQ0372
 MQ0372.The horizontal coordinates were scaled from a topographic map and have
 MQ0372.an estimated accuracy of +/- 6 seconds.
 MQ0372
 MQ0372.The orthometric height was determined by differential leveling
 MQ0372.and adjusted by the National Geodetic Survey in June 1991..
 MQ0372
 MQ0372.The geoid height was determined by GEOID03.
 MQ0372
 MQ0372.The dynamic height is computed by dividing the NAVD 88
 MQ0372.geopotential number by the normal gravity value computed on the
 MQ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0372.degrees latitude (g = 980.6199 gals.).
 MQ0372
 MQ0372.The modeled gravity was interpolated from observed gravity values.
 MQ0372
 MQ0372;                    North         East    Units  Estimated Accuracy
 MQ0372;SPC WYWC     -   132,030.      592,000.      MT  (+/- 180 meters Scaled)
 MQ0372
 MQ0372                          SUPERSEDED SURVEY CONTROL
 MQ0372
 MQ0372  NGVD 29 (06/08/92) 1988.871  (m)         6525.15   (f) ADJUSTED    1 2
 MQ0372
 MQ0372.Superseded values are not recommended for survey control.
 MQ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0372.See file dsdata.txt to determine how the superseded data were derived.
 MQ0372
 MQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM792174(NAD 83)
 MQ0372_MARKER: DB = BENCH MARK DISK
 MQ0372_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0372_SP_SET: ROCK OUTCROP
 MQ0372_STAMPING: H 341 1983
 MQ0372_MARK LOGO: NGS   
 MQ0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0372+STABILITY: POSITION/ELEVATION WELL
 MQ0372
 MQ0372  HISTORY     - Date     Condition        Report By
 MQ0372  HISTORY     - 1983     MONUMENTED       NGS
 MQ0372  HISTORY     - 19990111 GOOD             WYDT
 MQ0372
 MQ0372                          STATION DESCRIPTION
 MQ0372
 MQ0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0372'5.1 KM (3.15 MI) WEST FROM POINT OF ROCKS.
 MQ0372'5.1 KM (3.15 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0372'STATION IN POINT OF ROCKS, 0.2 KM (0.1 MI) EAST OF INTERSTATE HIGHWAY
 MQ0372'80 BRIDGE NUMBER 127.55, IN THE CENTER OF A 10 BY 24 FOOT EXPOSED AREA
 MQ0372'OF OUTCROPPING BEDROCK, 118.8 METERS (389.8 FT) NORTH OF THE NEAR
 MQ0372'RAIL, 33.0 METERS (108.3 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 MQ0372'LANES OF THE HIGHWAY, AND 11.7 METERS (38.4 FT) NORTHWEST OF A FENCE
 MQ0372'CORNER.
 MQ0372'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MQ0372'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 MQ0372
 MQ0372                          STATION RECOVERY (1999)
 MQ0372
 MQ0372'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0372'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0372'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0442 ***********************************************************************
 MP0442  DESIGNATION -  H 342
 MP0442  PID         -  MP0442
 MP0442  STATE/COUNTY-  WY/SWEETWATER
 MP0442  USGS QUAD   -  CRESTON (1981)
 MP0442
 MP0442                         *CURRENT SURVEY CONTROL
 MP0442  ___________________________________________________________________
 MP0442* NAD 83(1986)-  41 42 10.     (N)    107 45 35.     (W)     SCALED    
 MP0442* NAVD 88     -      2169.646  (meters)    7118.25   (feet)  ADJUSTED  
 MP0442  ___________________________________________________________________
 MP0442  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 MP0442  DYNAMIC HT  -        2167.697 (meters)    7111.85  (feet)  COMP
 MP0442  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 MP0442
 MP0442  VERT ORDER  -  FIRST     CLASS II
 MP0442
 MP0442.The horizontal coordinates were scaled from a topographic map and have
 MP0442.an estimated accuracy of +/- 6 seconds.
 MP0442
 MP0442.The orthometric height was determined by differential leveling
 MP0442.and adjusted by the National Geodetic Survey in June 1991..
 MP0442
 MP0442.The geoid height was determined by GEOID03.
 MP0442
 MP0442.The dynamic height is computed by dividing the NAVD 88
 MP0442.geopotential number by the normal gravity value computed on the
 MP0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0442.degrees latitude (g = 980.6199 gals.).
 MP0442
 MP0442.The modeled gravity was interpolated from observed gravity values.
 MP0442
 MP0442;                    North         East    Units  Estimated Accuracy
 MP0442;SPC WYWC     -   134,040.      682,420.      MT  (+/- 180 meters Scaled)
 MP0442
 MP0442                          SUPERSEDED SURVEY CONTROL
 MP0442
 MP0442  NGVD 29 (06/08/92) 2168.383  (m)         7114.10   (f) ADJUSTED    1 2
 MP0442
 MP0442.Superseded values are not recommended for survey control.
 MP0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0442.See file dsdata.txt to determine how the superseded data were derived.
 MP0442
 MP0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG703204(NAD 83)
 MP0442_MARKER: I = METAL ROD
 MP0442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0442_SP_SET: STAINLESS STEEL ROD
 MP0442_STAMPING: H 342 1983
 MP0442_MARK LOGO: NGS   
 MP0442_PROJECTION: FLUSH
 MP0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0442_ROD/PIPE-DEPTH: 7.9  meters
 MP0442
 MP0442  HISTORY     - Date     Condition        Report By
 MP0442  HISTORY     - 1983     MONUMENTED       NGS
 MP0442
 MP0442                          STATION DESCRIPTION
 MP0442
 MP0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0442'0.3 KM (0.2 MI) WEST FROM CRESTON.
 MP0442'0.3 KM (0.2 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0442'RAILRAOD STATION SIGN AT CRESTON, 48.4 METERS (158.8 FT) SOUTHWEST OF
 MP0442'MILEPOST 712, 10.9 METERS (35.8 FT) NORTHWEST OF THE NEAR RAIL, 6.0
 MP0442'METERS (19.7 FT) SOUTHEAST OF THE CENTER OF A GRAVELED ROAD, AND 1.6
 MP0442'METERS (5.2 FT) SOUTHWEST OF A UTILITY POLE.  NOTE, ACCESS TO THE
 MP0442'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0442'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MP0442'THE MARK IS 2.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0972 ***********************************************************************
 MO0972  DESIGNATION -  H 343
 MO0972  PID         -  MO0972
 MO0972  STATE/COUNTY-  WY/ALBANY
 MO0972  USGS QUAD   -  ROCK RIVER (1981)
 MO0972
 MO0972                         *CURRENT SURVEY CONTROL
 MO0972  ___________________________________________________________________
 MO0972* NAD 83(1986)-  41 43 24.     (N)    105 57 10.     (W)     SCALED    
 MO0972* NAVD 88     -      2112.664  (meters)    6931.30   (feet)  ADJUSTED  
 MO0972  ___________________________________________________________________
 MO0972  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 MO0972  DYNAMIC HT  -        2110.854 (meters)    6925.36  (feet)  COMP
 MO0972  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 MO0972
 MO0972  VERT ORDER  -  FIRST     CLASS II
 MO0972
 MO0972.The horizontal coordinates were scaled from a topographic map and have
 MO0972.an estimated accuracy of +/- 6 seconds.
 MO0972
 MO0972.The orthometric height was determined by differential leveling
 MO0972.and adjusted by the National Geodetic Survey in June 1991..
 MO0972
 MO0972.The geoid height was determined by GEOID03.
 MO0972
 MO0972.The dynamic height is computed by dividing the NAVD 88
 MO0972.geopotential number by the normal gravity value computed on the
 MO0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0972.degrees latitude (g = 980.6199 gals.).
 MO0972
 MO0972.The modeled gravity was interpolated from observed gravity values.
 MO0972
 MO0972;                    North         East    Units  Estimated Accuracy
 MO0972;SPC WY E     -   136,150.      134,590.      MT  (+/- 180 meters Scaled)
 MO0972
 MO0972                          SUPERSEDED SURVEY CONTROL
 MO0972
 MO0972  NGVD 29 (06/08/92) 2111.528  (m)         6927.57   (f) ADJUSTED    1 2
 MO0972
 MO0972.Superseded values are not recommended for survey control.
 MO0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0972.See file dsdata.txt to determine how the superseded data were derived.
 MO0972
 MO0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG207194(NAD 83)
 MO0972_MARKER: I = METAL ROD
 MO0972_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0972_SP_SET: STAINLESS STEEL ROD
 MO0972_STAMPING: H 343 1983
 MO0972_MARK LOGO: NGS   
 MO0972_PROJECTION: FLUSH
 MO0972_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0972_ROD/PIPE-DEPTH: 4.3  meters
 MO0972
 MO0972  HISTORY     - Date     Condition        Report By
 MO0972  HISTORY     - 1983     MONUMENTED       NGS
 MO0972  HISTORY     - 19990823 GOOD             WYDT
 MO0972
 MO0972                          STATION DESCRIPTION
 MO0972
 MO0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0972'3.6 KM (2.25 MI) SE FROM ROCK RIVER.
 MO0972'3.6 KM (2.25 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0972'THE STATION IN ROCK RIVER, 130.5 METERS (428.1 FT) EAST OF MILEPOST
 MO0972'603, 28.0 METERS (91.9 FT) NORTH OF THE NEAR RAIL, AND 3.1 METERS
 MO0972'(10.2 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 MO0972'THROUGH A 5-INCH LOGO CAP.
 MO0972'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 MO0972'THE MARK IS 2.0 M BELOW THE TRACKS.
 MO0972
 MO0972                          STATION RECOVERY (1999)
 MO0972
 MO0972'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0972'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0972'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0951 ***********************************************************************
 MO0951  DESIGNATION -  H 344
 MO0951  PID         -  MO0951
 MO0951  STATE/COUNTY-  WY/ALBANY
 MO0951  USGS QUAD   -  BUFORD (1987)
 MO0951
 MO0951                         *CURRENT SURVEY CONTROL
 MO0951  ___________________________________________________________________
 MO0951* NAD 83(1986)-  41 07 18.     (N)    105 17 48.     (W)     SCALED    
 MO0951* NAVD 88     -      2393.603  (meters)    7853.01   (feet)  ADJUSTED  
 MO0951  ___________________________________________________________________
 MO0951  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 MO0951  DYNAMIC HT  -        2391.413 (meters)    7845.83  (feet)  COMP
 MO0951  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 MO0951
 MO0951  VERT ORDER  -  FIRST     CLASS II
 MO0951
 MO0951.The horizontal coordinates were scaled from a topographic map and have
 MO0951.an estimated accuracy of +/- 6 seconds.
 MO0951
 MO0951.The orthometric height was determined by differential leveling
 MO0951.and adjusted by the National Geodetic Survey in June 1991..
 MO0951
 MO0951.The geoid height was determined by GEOID03.
 MO0951
 MO0951.The dynamic height is computed by dividing the NAVD 88
 MO0951.geopotential number by the normal gravity value computed on the
 MO0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0951.degrees latitude (g = 980.6199 gals.).
 MO0951
 MO0951.The modeled gravity was interpolated from observed gravity values.
 MO0951
 MO0951;                    North         East    Units  Estimated Accuracy
 MO0951;SPC WY E     -    69,040.      189,080.      MT  (+/- 180 meters Scaled)
 MO0951
 MO0951                          SUPERSEDED SURVEY CONTROL
 MO0951
 MO0951  NGVD 29 (06/08/92) 2392.494  (m)         7849.37   (f) ADJUSTED    1 2
 MO0951
 MO0951.Superseded values are not recommended for survey control.
 MO0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0951.See file dsdata.txt to determine how the superseded data were derived.
 MO0951
 MO0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF750523(NAD 83)
 MO0951_MARKER: I = METAL ROD
 MO0951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0951_SP_SET: STAINLESS STEEL ROD
 MO0951_STAMPING: H 344 1983
 MO0951_MARK LOGO: NGS   
 MO0951_PROJECTION: FLUSH
 MO0951_MAGNETIC: I = MARKER IS A STEEL ROD
 MO0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0951_ROD/PIPE-DEPTH: 5.5  meters
 MO0951
 MO0951  HISTORY     - Date     Condition        Report By
 MO0951  HISTORY     - 1983     MONUMENTED       NGS
 MO0951  HISTORY     - 1985     GOOD             DMA
 MO0951  HISTORY     - 19981012 GOOD             WYDT
 MO0951
 MO0951                          STATION DESCRIPTION
 MO0951
 MO0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0951'45.0 KM (27.95 MI) WEST FROM CHEYENNE.
 MO0951'1.6 KM (1.0 MI) NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH
 MO0951'INTERSTATE HIGHWAY 80 IN CHEYENNE, THENCE 43.4 KM (26.95 MI) WESTERLY
 MO0951'ALONG THE UNION PACIFIC RAILROAD, OR 48.4 KM (30.05 MI) SOUTHEASTERLY
 MO0951'ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN LARAMIE, 0.4 KM
 MO0951'(0.25 MI) WEST OF MILEPOST 536, 21.9 METERS (71.9 FT) NORTHEAST OF A
 MO0951'RAILROAD DERAIL SWITCH, 12.6 METERS (41.3 FT) NORTH OF THE NEAR RAIL,
 MO0951'AND 1.3 METERS (4.3 FT) EAST OF A UTILITY POLE WITH A STRIPE AND GUY
 MO0951'WIRE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MO0951'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MO0951'THE MARK IS 0.4 M BELOW THE TRACKS.
 MO0951
 MO0951                          STATION RECOVERY (1985)
 MO0951
 MO0951'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0951'RECOVERED IN GOOD CONDITION.
 MO0951
 MO0951                          STATION RECOVERY (1998)
 MO0951
 MO0951'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1998 (KFB)
 MO0951'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0951'307-777-3819.  RECOVERED AS DESCRIBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0429 ***********************************************************************
 MQ0429  DESIGNATION -  H 345
 MQ0429  PID         -  MQ0429
 MQ0429  STATE/COUNTY-  WY/SWEETWATER
 MQ0429  USGS QUAD   -  LINWOOD CANYON (1996)
 MQ0429
 MQ0429                         *CURRENT SURVEY CONTROL
 MQ0429  ___________________________________________________________________
 MQ0429* NAD 83(1986)-  41 02 26.     (N)    109 37 51.     (W)     SCALED    
 MQ0429* NAVD 88     -      1932.574  (meters)    6340.45   (feet)  ADJUSTED  
 MQ0429  ___________________________________________________________________
 MQ0429  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MQ0429  DYNAMIC HT  -        1930.816 (meters)    6334.69  (feet)  COMP
 MQ0429  MODELED GRAV-     979,646.2   (mgal)                       NAVD 88
 MQ0429
 MQ0429  VERT ORDER  -  FIRST     CLASS II
 MQ0429
 MQ0429.The horizontal coordinates were scaled from a topographic map and have
 MQ0429.an estimated accuracy of +/- 6 seconds.
 MQ0429
 MQ0429.The orthometric height was determined by differential leveling
 MQ0429.and adjusted by the National Geodetic Survey in June 1991..
 MQ0429
 MQ0429.The geoid height was determined by GEOID03.
 MQ0429
 MQ0429.The dynamic height is computed by dividing the NAVD 88
 MQ0429.geopotential number by the normal gravity value computed on the
 MQ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0429.degrees latitude (g = 980.6199 gals.).
 MQ0429
 MQ0429.The modeled gravity was interpolated from observed gravity values.
 MQ0429
 MQ0429;                    North         East    Units  Estimated Accuracy
 MQ0429;SPC WYWC     -    60,400.      525,940.      MT  (+/- 180 meters Scaled)
 MQ0429
 MQ0429                          SUPERSEDED SURVEY CONTROL
 MQ0429
 MQ0429.No superseded survey control is available for this station.
 MQ0429
 MQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL150441(NAD 83)
 MQ0429_MARKER: I = METAL ROD
 MQ0429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0429_SP_SET: STAINLESS STEEL ROD
 MQ0429_STAMPING: H 345 1984
 MQ0429_MARK LOGO: NGS   
 MQ0429_PROJECTION: FLUSH
 MQ0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0429_ROD/PIPE-DEPTH: 5.2  meters
 MQ0429
 MQ0429  HISTORY     - Date     Condition        Report By
 MQ0429  HISTORY     - 1984     MONUMENTED       NGS
 MQ0429
 MQ0429                          STATION DESCRIPTION
 MQ0429
 MQ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0429'10.9 KM (6.75 MI) NE FROM MANILA UT.
 MQ0429'10.9 KM (6.75 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0429'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 0.5 KM (0.3 MI)
 MQ0429'NORTHEAST OF MILEPOST 41, AND 61.9 M (203.1 FT) WEST OF THE CENTERLINE
 MQ0429'OF THE HIGHWAY.  NOTE ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MQ0429'LOGO CAP.
 MQ0429'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0429'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0405 ***********************************************************************
 MQ0405  DESIGNATION -  H 346
 MQ0405  PID         -  MQ0405
 MQ0405  STATE/COUNTY-  WY/SWEETWATER
 MQ0405  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0405
 MQ0405                         *CURRENT SURVEY CONTROL
 MQ0405  ___________________________________________________________________
 MQ0405* NAD 83(1986)-  41 23 22.     (N)    109 35 25.     (W)     SCALED    
 MQ0405* NAVD 88     -      1912.720  (meters)    6275.32   (feet)  ADJUSTED  
 MQ0405  ___________________________________________________________________
 MQ0405  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 MQ0405  DYNAMIC HT  -        1911.045 (meters)    6269.82  (feet)  COMP
 MQ0405  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 MQ0405
 MQ0405  VERT ORDER  -  FIRST     CLASS II
 MQ0405
 MQ0405.The horizontal coordinates were scaled from a topographic map and have
 MQ0405.an estimated accuracy of +/- 6 seconds.
 MQ0405
 MQ0405.The orthometric height was determined by differential leveling
 MQ0405.and adjusted by the National Geodetic Survey in June 1991..
 MQ0405
 MQ0405.The geoid height was determined by GEOID03.
 MQ0405
 MQ0405.The dynamic height is computed by dividing the NAVD 88
 MQ0405.geopotential number by the normal gravity value computed on the
 MQ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0405.degrees latitude (g = 980.6199 gals.).
 MQ0405
 MQ0405.The modeled gravity was interpolated from observed gravity values.
 MQ0405
 MQ0405;                    North         East    Units  Estimated Accuracy
 MQ0405;SPC WYWC     -    99,110.      529,730.      MT  (+/- 180 meters Scaled)
 MQ0405
 MQ0405                          SUPERSEDED SURVEY CONTROL
 MQ0405
 MQ0405.No superseded survey control is available for this station.
 MQ0405
 MQ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL178829(NAD 83)
 MQ0405_MARKER: I = METAL ROD
 MQ0405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0405_SP_SET: STAINLESS STEEL ROD
 MQ0405_STAMPING: H 346 1984
 MQ0405_MARK LOGO: NGS   
 MQ0405_PROJECTION: FLUSH
 MQ0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0405_ROD/PIPE-DEPTH: 3.1  meters
 MQ0405
 MQ0405  HISTORY     - Date     Condition        Report By
 MQ0405  HISTORY     - 1984     MONUMENTED       NGS
 MQ0405
 MQ0405                          STATION DESCRIPTION
 MQ0405
 MQ0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0405'20.4 KM (12.7 MI) SW FROM GREEN RIVER.
 MQ0405'20.4 KM (12.65 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0405'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0405'IN GREEN RIVER, 0.6 KM (0.35 MI) SOUTHWEST OF MILEPOST 13, 2.0 KM
 MQ0405'(1.25 MI) NORTHEAST OF THE NORTHEAST END OF A HIGHWAY BRIDGE OVER
 MQ0405'BLACKS FORK RIVER, AND 63.4 M (208.0 FT) SOUTHEAST OF THE CENTERLINE
 MQ0405'OF THE HIGHWAY.  NOTE ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MQ0405'LOGO CAP.
 MQ0405'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MQ0405'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0390 ***********************************************************************
 MQ0390  DESIGNATION -  H 348
 MQ0390  PID         -  MQ0390
 MQ0390  STATE/COUNTY-  WY/SWEETWATER
 MQ0390  USGS QUAD   -  GREEN RIVER (1980)
 MQ0390
 MQ0390                         *CURRENT SURVEY CONTROL
 MQ0390  ___________________________________________________________________
 MQ0390* NAD 83(1986)-  41 31 14.     (N)    109 27 51.     (W)     SCALED    
 MQ0390* NAVD 88     -      1854.458  (meters)    6084.17   (feet)  ADJUSTED  
 MQ0390  ___________________________________________________________________
 MQ0390  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 MQ0390  DYNAMIC HT  -        1852.879 (meters)    6078.99  (feet)  COMP
 MQ0390  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 MQ0390
 MQ0390  VERT ORDER  -  FIRST     CLASS II
 MQ0390
 MQ0390.The horizontal coordinates were scaled from a topographic map and have
 MQ0390.an estimated accuracy of +/- 6 seconds.
 MQ0390
 MQ0390.The orthometric height was determined by differential leveling
 MQ0390.and adjusted by the National Geodetic Survey in June 1991..
 MQ0390
 MQ0390.The geoid height was determined by GEOID03.
 MQ0390
 MQ0390.The dynamic height is computed by dividing the NAVD 88
 MQ0390.geopotential number by the normal gravity value computed on the
 MQ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0390.degrees latitude (g = 980.6199 gals.).
 MQ0390
 MQ0390.The modeled gravity was interpolated from observed gravity values.
 MQ0390
 MQ0390;                    North         East    Units  Estimated Accuracy
 MQ0390;SPC WYWC     -   113,580.      540,390.      MT  (+/- 180 meters Scaled)
 MQ0390
 MQ0390                          SUPERSEDED SURVEY CONTROL
 MQ0390
 MQ0390.No superseded survey control is available for this station.
 MQ0390
 MQ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL281976(NAD 83)
 MQ0390_MARKER: I = METAL ROD
 MQ0390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0390_SP_SET: STAINLESS STEEL ROD
 MQ0390_STAMPING: H 348 1984
 MQ0390_MARK LOGO: NGS   
 MQ0390_PROJECTION: FLUSH
 MQ0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0390_ROD/PIPE-DEPTH: 8.5  meters
 MQ0390
 MQ0390  HISTORY     - Date     Condition        Report By
 MQ0390  HISTORY     - 1984     MONUMENTED       NGS
 MQ0390
 MQ0390                          STATION DESCRIPTION
 MQ0390
 MQ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0390'IN GREEN RIVER.
 MQ0390'IN GREEN RIVER, AT THE INTERSECTION OF EAST 4TH SOUTH AND UINTA DRIVE
 MQ0390'(STATE HIGHWAY 530), 16.6 M (54.5 FT) NORTHWEST OF THE CENTERLINE OF
 MQ0390'THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 11.9 M (39.0 FT) NORTH OF
 MQ0390'THE NORTHEAST END OF A CONCRETE RETAINING WALL, 11.7 M (38.4 FT)
 MQ0390'SOUTHWEST OF THE CENTER OF EAST 4TH SOUTH, AND 1.2 M (3.9 FT)
 MQ0390'SOUTHEAST OF A CHAIN FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 MQ0390'A 5-INCH LOGO CAP.
 MQ0390'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 MQ0390'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0198 ***********************************************************************
 PV0198  DESIGNATION -  H 35
 PV0198  PID         -  PV0198
 PV0198  STATE/COUNTY-  WY/CAMPBELL
 PV0198  USGS QUAD   -  GILLETTE EAST (1971)
 PV0198
 PV0198                         *CURRENT SURVEY CONTROL
 PV0198  ___________________________________________________________________
 PV0198* NAD 83(1986)-  44 17 36.     (N)    105 29 42.     (W)     SCALED    
 PV0198* NAVD 88     -      1381.842  (meters)    4533.59   (feet)  POSTED    
 PV0198  ___________________________________________________________________
 PV0198  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0198  DYNAMIC HT  -        1381.270 (meters)    4531.72  (feet)  COMP
 PV0198  MODELED GRAV-     980,158.2   (mgal)                       NAVD 88
 PV0198
 PV0198  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PV0198
 PV0198.The horizontal coordinates were scaled from a topographic map and have
 PV0198.an estimated accuracy of +/- 6 seconds.
 PV0198
 PV0198.The orthometric height was determined by differential leveling
 PV0198.and adjusted by the National Geodetic Survey in 1992..
 PV0198.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PV0198.rate of 2.1 thru 3.0 mm/km.
 PV0198
 PV0198.The geoid height was determined by GEOID03.
 PV0198
 PV0198.The dynamic height is computed by dividing the NAVD 88
 PV0198.geopotential number by the normal gravity value computed on the
 PV0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0198.degrees latitude (g = 980.6199 gals.).
 PV0198
 PV0198.The modeled gravity was interpolated from observed gravity values.
 PV0198
 PV0198;                    North         East    Units  Estimated Accuracy
 PV0198;SPC WY E     -   421,390.      173,800.      MT  (+/- 180 meters Scaled)
 PV0198
 PV0198                          SUPERSEDED SURVEY CONTROL
 PV0198
 PV0198  NGVD 29 (??/??/92) 1381.157  (m)         4531.35   (f) ADJ UNCH    1 2
 PV0198
 PV0198.Superseded values are not recommended for survey control.
 PV0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0198.See file dsdata.txt to determine how the superseded data were derived.
 PV0198
 PV0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK605045(NAD 83)
 PV0198_MARKER: DB = BENCH MARK DISK
 PV0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0198_STAMPING: H 35 1933
 PV0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0198+STABILITY: SURFACE MOTION
 PV0198
 PV0198  HISTORY     - Date     Condition        Report By
 PV0198  HISTORY     - 1933     MONUMENTED       CGS
 PV0198  HISTORY     - 1971     MARK NOT FOUND   USGS
 PV0198  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0198
 PV0198                          STATION DESCRIPTION
 PV0198
 PV0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PV0198'AT GILLETE.
 PV0198'AT GILLETTE, CAMPBELL COUNTY, AT THE CROSSING OF THE CHICAGO,
 PV0198'BURLINGTON AND QUINCY RAILROAD AND THE GILLETTE-BROADUS ROAD,
 PV0198'78.6 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 44 FEET
 PV0198'EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 PV0198'H 35 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PV0198'ABOVE GROUND.
 PV0198
 PV0198                          STATION RECOVERY (1971)
 PV0198
 PV0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PV0198'MARK NOT FOUND.
 PV0198
 PV0198                          STATION RECOVERY (1985)
 PV0198
 PV0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0198'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0369 ***********************************************************************
 PV0369  DESIGNATION -  H 353
 PV0369  PID         -  PV0369
 PV0369  STATE/COUNTY-  WY/CAMPBELL
 PV0369  USGS QUAD   -  NIPPLE BUTTE (1972)
 PV0369
 PV0369                         *CURRENT SURVEY CONTROL
 PV0369  ___________________________________________________________________
 PV0369* NAD 83(1986)-  44 58 15.     (N)    105 21 47.     (W)     SCALED    
 PV0369* NAVD 88     -      1069.084  (meters)    3507.49   (feet)  ADJUSTED  
 PV0369  ___________________________________________________________________
 PV0369  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 PV0369  DYNAMIC HT  -        1068.777 (meters)    3506.48  (feet)  COMP
 PV0369  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 PV0369
 PV0369  VERT ORDER  -  FIRST     CLASS II
 PV0369
 PV0369.The horizontal coordinates were scaled from a topographic map and have
 PV0369.an estimated accuracy of +/- 6 seconds.
 PV0369
 PV0369.The orthometric height was determined by differential leveling
 PV0369.and adjusted by the National Geodetic Survey in June 1991..
 PV0369
 PV0369.The geoid height was determined by GEOID03.
 PV0369
 PV0369.The dynamic height is computed by dividing the NAVD 88
 PV0369.geopotential number by the normal gravity value computed on the
 PV0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0369.degrees latitude (g = 980.6199 gals.).
 PV0369
 PV0369.The modeled gravity was interpolated from observed gravity values.
 PV0369
 PV0369;                    North         East    Units  Estimated Accuracy
 PV0369;SPC WY E     -   496,640.      184,510.      MT  (+/- 180 meters Scaled)
 PV0369
 PV0369                          SUPERSEDED SURVEY CONTROL
 PV0369
 PV0369.No superseded survey control is available for this station.
 PV0369
 PV0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK713797(NAD 83)
 PV0369_MARKER: I = METAL ROD
 PV0369_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0369+WITH SETTING: INFORMATION.
 PV0369_SP_SET: SHALLOW-SET METAL ROD
 PV0369_STAMPING: H 353 1985
 PV0369_MARK LOGO: NGS   
 PV0369_PROJECTION: FLUSH
 PV0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0369_ROD/PIPE-DEPTH: 1.8  meters
 PV0369
 PV0369  HISTORY     - Date     Condition        Report By
 PV0369  HISTORY     - 1985     MONUMENTED       NGS
 PV0369
 PV0369                          STATION DESCRIPTION
 PV0369
 PV0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0369'16.0 KM (9.95 MI) SOUTH FROM BIDDLE MONTANA.
 PV0369'16.0 KM (9.95 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0369'SCHOOL AT BIDDLE MONTANA, 3.45 KM (2.15 MI) SOUTH OF THE
 PV0369'MONTANA-WYOMING STATE LINE, 30.3 METERS (99.5 FT) WEST OF THE HIGHWAY
 PV0369'CENTERLINE, 40.7 METERS (133.5 FT) WEST OF MILEPOST 168, 15.5 METERS
 PV0369'(51 FT) NORTH OF THE NORTH END OF A WOODEN RIGHT OF WAY FENCE BRACE,
 PV0369'12.2 METERS (40 FT) SOUTH OF THE WEST POLE OF A POWER LINE CROSSING
 PV0369'THE HIGHWAY.  ROD SET TO 6 FOOT IMBEDDED REFUSAL.  NOTE--ACCESS TO
 PV0369'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0369'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 PV0369'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0352 ***********************************************************************
 PV0352  DESIGNATION -  H 354
 PV0352  PID         -  PV0352
 PV0352  STATE/COUNTY-  WY/CAMPBELL
 PV0352  USGS QUAD   -  APPEL BUTTE (1971)
 PV0352
 PV0352                         *CURRENT SURVEY CONTROL
 PV0352  ___________________________________________________________________
 PV0352* NAD 83(1986)-  44 11 34.     (N)    105 36 23.     (W)     SCALED    
 PV0352* NAVD 88     -      1487.051  (meters)    4878.77   (feet)  ADJUSTED  
 PV0352  ___________________________________________________________________
 PV0352  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 PV0352  DYNAMIC HT  -        1486.391 (meters)    4876.60  (feet)  COMP
 PV0352  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 PV0352
 PV0352  VERT ORDER  -  FIRST     CLASS II
 PV0352
 PV0352.The horizontal coordinates were scaled from a topographic map and have
 PV0352.an estimated accuracy of +/- 6 seconds.
 PV0352
 PV0352.The orthometric height was determined by differential leveling
 PV0352.and adjusted by the National Geodetic Survey in June 1991..
 PV0352
 PV0352.The geoid height was determined by GEOID03.
 PV0352
 PV0352.The dynamic height is computed by dividing the NAVD 88
 PV0352.geopotential number by the normal gravity value computed on the
 PV0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0352.degrees latitude (g = 980.6199 gals.).
 PV0352
 PV0352.The modeled gravity was interpolated from observed gravity values.
 PV0352
 PV0352;                    North         East    Units  Estimated Accuracy
 PV0352;SPC WY E     -   410,260.      164,850.      MT  (+/- 180 meters Scaled)
 PV0352
 PV0352                          SUPERSEDED SURVEY CONTROL
 PV0352
 PV0352  NGVD 29 (06/08/92) 1486.324  (m)         4876.38   (f) ADJUSTED    1 2
 PV0352
 PV0352.Superseded values are not recommended for survey control.
 PV0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0352.See file dsdata.txt to determine how the superseded data were derived.
 PV0352
 PV0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ515934(NAD 83)
 PV0352_MARKER: I = METAL ROD
 PV0352_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PV0352_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PV0352_STAMPING: H 354 1985
 PV0352_MARK LOGO: NGS   
 PV0352_PROJECTION: FLUSH
 PV0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0352+STABILITY: POSITION/ELEVATION WELL
 PV0352_ROD/PIPE-DEPTH: 8.2  meters
 PV0352_SLEEVE-DEPTH  : 7.0 meters
 PV0352
 PV0352  HISTORY     - Date     Condition        Report By
 PV0352  HISTORY     - 1985     MONUMENTED       NGS
 PV0352
 PV0352                          STATION DESCRIPTION
 PV0352
 PV0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0352'13.5 KM (8.4 MI) SW FROM GILLETTE.
 PV0352'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0352'IN GILLETTE, THENCE 8.17 KM (5.08 MI) SOUTHWEST ALONG STATE HIGHWAY
 PV0352'50, IN THE SOUTH CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING
 PV0352'SOUTHEAST TO A RADIO TOWER, 0.73 KM (0.45 MI) SOUTHWEST OF THE Y
 PV0352'JUNCTION OF BELL ROAD, 0.65 KM (0.40 MI) NORTHEAST OF MILEPOST 10,
 PV0352'21.9 METERS (72 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 60.0 METERS
 PV0352'(197 FT) NORTHEAST OF THE CENTER OF A FIELD ACCESS ROAD, 7.0 METERS
 PV0352'(23 FT) SOUTHWEST OF THE CENTER OF THE TRACK ROAD AND 0.9 METER (3 FT)
 PV0352'NORTHWEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 PV0352'HAD THROUGH A 5-INCH LOGO CAP.
 PV0352'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 PV0352'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0303 ***********************************************************************
 OU0303  DESIGNATION -  H 355
 OU0303  PID         -  OU0303
 OU0303  STATE/COUNTY-  WY/CAMPBELL
 OU0303  USGS QUAD   -  SAVAGETON (1973)
 OU0303
 OU0303                         *CURRENT SURVEY CONTROL
 OU0303  ___________________________________________________________________
 OU0303* NAD 83(1986)-  43 49 12.     (N)    105 46 54.     (W)     SCALED    
 OU0303* NAVD 88     -      1546.128  (meters)    5072.59   (feet)  ADJUSTED  
 OU0303  ___________________________________________________________________
 OU0303  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OU0303  DYNAMIC HT  -        1545.309 (meters)    5069.90  (feet)  COMP
 OU0303  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 OU0303
 OU0303  VERT ORDER  -  FIRST     CLASS II
 OU0303
 OU0303.The horizontal coordinates were scaled from a topographic map and have
 OU0303.an estimated accuracy of +/- 6 seconds.
 OU0303
 OU0303.The orthometric height was determined by differential leveling
 OU0303.and adjusted by the National Geodetic Survey in June 1991..
 OU0303
 OU0303.The geoid height was determined by GEOID03.
 OU0303
 OU0303.The dynamic height is computed by dividing the NAVD 88
 OU0303.geopotential number by the normal gravity value computed on the
 OU0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0303.degrees latitude (g = 980.6199 gals.).
 OU0303
 OU0303.The modeled gravity was interpolated from observed gravity values.
 OU0303
 OU0303;                    North         East    Units  Estimated Accuracy
 OU0303;SPC WY E     -   368,940.      150,530.      MT  (+/- 180 meters Scaled)
 OU0303
 OU0303                          SUPERSEDED SURVEY CONTROL
 OU0303
 OU0303  NGVD 29 (06/08/92) 1545.319  (m)         5069.93   (f) ADJUSTED    1 2
 OU0303
 OU0303.Superseded values are not recommended for survey control.
 OU0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0303.See file dsdata.txt to determine how the superseded data were derived.
 OU0303
 OU0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ371521(NAD 83)
 OU0303_MARKER: I = METAL ROD
 OU0303_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OU0303_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OU0303_STAMPING: H 355 1985
 OU0303_MARK LOGO: NGS   
 OU0303_PROJECTION: FLUSH
 OU0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0303+STABILITY: POSITION/ELEVATION WELL
 OU0303_ROD/PIPE-DEPTH: 8.5  meters
 OU0303_SLEEVE-DEPTH  : 6.7 meters
 OU0303
 OU0303  HISTORY     - Date     Condition        Report By
 OU0303  HISTORY     - 1985     MONUMENTED       NGS
 OU0303
 OU0303                          STATION DESCRIPTION
 OU0303
 OU0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0303'5.2 KM (3.25 MI) SOUTH FROM SAVAGETON.
 OU0303'5.24 KM (3.26 MI) SOUTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0303'SAVAGETON ROAD AT SAVAGETON, IN THE SOUTHEAST CORNER OF THE T JUNCTION
 OU0303'OF A DIRT ROAD LEADING EAST TO A GRAVEL STOCKPILE, 31.1 METERS (102
 OU0303'FT) EAST OF THE HIGHWAY CENTERLINE, 38.7 METERS (127 FT) SOUTH OF THE
 OU0303'CENTER OF THE ROAD, 1.3 METERS (4.2 FT) NORTHEAST OF A BRACED POST FOR
 OU0303'A RIGHT ANGLE OFFSET IN THE RIGHT OF WAY FENCE, 0.6 METER (2 FT) NORTH
 OU0303'OF THE EAST-WEST OFFSET PORTION OF THE RIGHT OF WAY FENCE.
 OU0303'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0303'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 OU0303'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0268 ***********************************************************************
 OV0268  DESIGNATION -  H 356
 OV0268  PID         -  OV0268
 OV0268  STATE/COUNTY-  WY/CAMPBELL
 OV0268  USGS QUAD   -  TAYLOR RANCH (1973)
 OV0268
 OV0268                         *CURRENT SURVEY CONTROL
 OV0268  ___________________________________________________________________
 OV0268* NAD 83(1986)-  43 33 21.     (N)    106 00 36.     (W)     SCALED    
 OV0268* NAVD 88     -      1530.538  (meters)    5021.44   (feet)  ADJUSTED  
 OV0268  ___________________________________________________________________
 OV0268  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 OV0268  DYNAMIC HT  -        1529.676 (meters)    5018.61  (feet)  COMP
 OV0268  MODELED GRAV-     980,002.7   (mgal)                       NAVD 88
 OV0268
 OV0268  VERT ORDER  -  FIRST     CLASS II
 OV0268
 OV0268.The horizontal coordinates were scaled from a topographic map and have
 OV0268.an estimated accuracy of +/- 6 seconds.
 OV0268
 OV0268.The orthometric height was determined by differential leveling
 OV0268.and adjusted by the National Geodetic Survey in June 1991..
 OV0268
 OV0268.The geoid height was determined by GEOID03.
 OV0268
 OV0268.The dynamic height is computed by dividing the NAVD 88
 OV0268.geopotential number by the normal gravity value computed on the
 OV0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0268.degrees latitude (g = 980.6199 gals.).
 OV0268
 OV0268.The modeled gravity was interpolated from observed gravity values.
 OV0268
 OV0268;                    North         East    Units  Estimated Accuracy
 OV0268;SPC WY E     -   339,750.      131,860.      MT  (+/- 180 meters Scaled)
 OV0268
 OV0268                          SUPERSEDED SURVEY CONTROL
 OV0268
 OV0268  NGVD 29 (06/08/92) 1529.707  (m)         5018.71   (f) ADJUSTED    1 2
 OV0268
 OV0268.Superseded values are not recommended for survey control.
 OV0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0268.See file dsdata.txt to determine how the superseded data were derived.
 OV0268
 OV0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ184230(NAD 83)
 OV0268_MARKER: I = METAL ROD
 OV0268_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0268_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OV0268_STAMPING: H 356 1985
 OV0268_MARK LOGO: NGS   
 OV0268_PROJECTION: FLUSH
 OV0268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0268+STABILITY: POSITION/ELEVATION WELL
 OV0268_ROD/PIPE-DEPTH: 13.4 meters
 OV0268_SLEEVE-DEPTH  : 8.2 meters
 OV0268
 OV0268  HISTORY     - Date     Condition        Report By
 OV0268  HISTORY     - 1985     MONUMENTED       NGS
 OV0268
 OV0268                          STATION DESCRIPTION
 OV0268
 OV0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0268'20.6 KM (12.8 MI) SW FROM PINE TREE JUNCTION.
 OV0268'20.55 KM (12.77 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM THE
 OV0268'JUNCTION OF STATE HIGHWAY 50 AT PINE TREE JUNCTION, IN THE SOUTHEAST
 OV0268'CORNER OF T JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO THE MORRE
 OV0268'RANCH, 0.61 (0.38 MI) EAST OF THE T JUNCTION OF A PAVED DRIVE LEADING
 OV0268'NORTHEAST TO THE TAYLOR RANCH WHICH IS AT THE JOHNSON COUNTY LINE,
 OV0268'0.71 KM (0.44 MI) WEST OF MILEPOST 120, 37.8 METERS (124 FT) SOUTH OF
 OV0268'THE HIGHWAY CENTERLINE, 51.5 METERS (169 FT) EAST OF THE CENTER OF A
 OV0268'GRAVEL ROAD, 49.1 METERS (161 FT) EAST OF THE EAST EDGE OF A STEEL
 OV0268'CATTLE GUARD IN THE GRAVEL ROAD AND 0.6 METER (2 FT) NORTH OF THE
 OV0268'RIGHT OF WAY FENCE.
 OV0268'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 OV0268'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0394 ***********************************************************************
 PV0394  DESIGNATION -  H 357
 PV0394  PID         -  PV0394
 PV0394  STATE/COUNTY-  WY/CAMPBELL
 PV0394  USGS QUAD   -  MOYER SPRINGS (1971)
 PV0394
 PV0394                         *CURRENT SURVEY CONTROL
 PV0394  ___________________________________________________________________
 PV0394* NAD 83(1986)-  44 24 57.     (N)    105 27 17.     (W)     SCALED    
 PV0394* NAVD 88     -      1278.131  (meters)    4193.33   (feet)  ADJUSTED  
 PV0394  ___________________________________________________________________
 PV0394  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0394  DYNAMIC HT  -        1277.649 (meters)    4191.75  (feet)  COMP
 PV0394  MODELED GRAV-     980,196.2   (mgal)                       NAVD 88
 PV0394
 PV0394  VERT ORDER  -  FIRST     CLASS II
 PV0394
 PV0394.The horizontal coordinates were scaled from a topographic map and have
 PV0394.an estimated accuracy of +/- 6 seconds.
 PV0394
 PV0394.The orthometric height was determined by differential leveling
 PV0394.and adjusted by the National Geodetic Survey in June 1991..
 PV0394
 PV0394.The geoid height was determined by GEOID03.
 PV0394
 PV0394.The dynamic height is computed by dividing the NAVD 88
 PV0394.geopotential number by the normal gravity value computed on the
 PV0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0394.degrees latitude (g = 980.6199 gals.).
 PV0394
 PV0394.The modeled gravity was interpolated from observed gravity values.
 PV0394
 PV0394;                    North         East    Units  Estimated Accuracy
 PV0394;SPC WY E     -   434,990.      177,060.      MT  (+/- 180 meters Scaled)
 PV0394
 PV0394                          SUPERSEDED SURVEY CONTROL
 PV0394
 PV0394.No superseded survey control is available for this station.
 PV0394
 PV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK637181(NAD 83)
 PV0394_MARKER: I = METAL ROD
 PV0394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0394_SP_SET: STAINLESS STEEL ROD
 PV0394_STAMPING: H 357 1985
 PV0394_MARK LOGO: NGS   
 PV0394_PROJECTION: FLUSH
 PV0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0394_ROD/PIPE-DEPTH: 12.8 meters
 PV0394
 PV0394  HISTORY     - Date     Condition        Report By
 PV0394  HISTORY     - 1985     MONUMENTED       NGS
 PV0394
 PV0394                          STATION DESCRIPTION
 PV0394
 PV0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0394'19.9 KM (12.35 MI) NORTH FROM GILLETTE.
 PV0394'19.89 KM (12.36 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0394'GILLETTE AVENUE AT GILLETTE, IN THE NORTHWEST CORNER OF THE T JUNCTION
 PV0394'OF A GRAVEL ROAD LEADIN WEST INTO THE RAWHIDE COAL MINE COMPLEX, 2.34
 PV0394'KM (1.45 MI) NORTHEAST OF THE T JUNCTION OF THE MAIN ENTRANCE LEADING
 PV0394'NORTH TO THE MINE, 0.34 KM (0.21 MI) NORTH OF MILEPOST 125, 30.3
 PV0394'METERS (99.5 FT) WEST OF THE HIGHWAY CENTERLINE, 49.2 METERS (161.5
 PV0394'FT) SOUTH OF THE WOODEN POST BRACE FOR A RIGHT ANGLE OFFSET IN THE
 PV0394'RIGHT OF WAY FENCE, 25.6 METERS (84 FT) EAST OF THE EAST RAIL OF A
 PV0394'RAILROAD TRACK, 11.6 METERS (38 FT) NORTH OF THE CENTER OF THE ROAD
 PV0394'AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 PV0394'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0394'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0394'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0408 ***********************************************************************
 PV0408  DESIGNATION -  H 358
 PV0408  PID         -  PV0408
 PV0408  STATE/COUNTY-  WY/CAMPBELL
 PV0408  USGS QUAD   -  FORTIN DRAW (1971)
 PV0408
 PV0408                         *CURRENT SURVEY CONTROL
 PV0408  ___________________________________________________________________
 PV0408* NAD 83(1986)-  44 17 14.     (N)    105 20 07.     (W)     SCALED    
 PV0408* NAVD 88     -      1339.591  (meters)    4394.97   (feet)  ADJUSTED  
 PV0408  ___________________________________________________________________
 PV0408  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0408  DYNAMIC HT  -        1339.057 (meters)    4393.22  (feet)  COMP
 PV0408  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 PV0408
 PV0408  VERT ORDER  -  FIRST     CLASS II
 PV0408
 PV0408.The horizontal coordinates were scaled from a topographic map and have
 PV0408.an estimated accuracy of +/- 6 seconds.
 PV0408
 PV0408.The orthometric height was determined by differential leveling
 PV0408.and adjusted by the National Geodetic Survey in June 1991..
 PV0408
 PV0408.The geoid height was determined by GEOID03.
 PV0408
 PV0408.The dynamic height is computed by dividing the NAVD 88
 PV0408.geopotential number by the normal gravity value computed on the
 PV0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0408.degrees latitude (g = 980.6199 gals.).
 PV0408
 PV0408.The modeled gravity was interpolated from observed gravity values.
 PV0408
 PV0408;                    North         East    Units  Estimated Accuracy
 PV0408;SPC WY E     -   420,680.      186,540.      MT  (+/- 180 meters Scaled)
 PV0408
 PV0408                          SUPERSEDED SURVEY CONTROL
 PV0408
 PV0408.No superseded survey control is available for this station.
 PV0408
 PV0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK732038(NAD 83)
 PV0408_MARKER: I = METAL ROD
 PV0408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0408_SP_SET: STAINLESS STEEL ROD
 PV0408_STAMPING: H 358 1985
 PV0408_MARK LOGO: NGS   
 PV0408_PROJECTION: FLUSH
 PV0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0408_ROD/PIPE-DEPTH: 4.6  meters
 PV0408
 PV0408  HISTORY     - Date     Condition        Report By
 PV0408  HISTORY     - 1985     MONUMENTED       NGS
 PV0408
 PV0408                          STATION DESCRIPTION
 PV0408
 PV0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0408'13.7 KM (8.5 MI) EAST FROM GILLETTE.
 PV0408'13.68 KM (8.50 MI) EAST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0408'FROM THE JUNCTION OF GILLETTE AVENUE AT GILLETTE, IN THE INSIDE CORNER
 PV0408'OF THE NORTH ONE OF A DOUBLE RIGHT ANGLE OFFSET IN A RIGHT-OF-WAY
 PV0408'FENCE, 0.28 KM (0.17 MI) EAST OF MILEPOST 134, 29.6 METERS (97 FT)
 PV0408'NORTH OF THE HIGHWAY CENTERLINE, 39.0 METERS (128 FT) NORTHEAST OF THE
 PV0408'NORTH END OF A 36-INCH CONCRETE PIPE CULVERT, 1.5 METERS (5 FT)
 PV0408'SOUTHEAST OF A WYOMING STATE HIGHWAY RIGHT OF WAY MARKER 420+00,
 PV0408'0.6 METER (2 FT) EAST OF THE NORTH-SOUTH PORTION OF THE OFFSET FENCE
 PV0408'AND 0.6 METER (2 FT) SOUTH OF A EAST-WEST RIGHT-OF-WAY FENCE.
 PV0408'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0408'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PV0408'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0302 ***********************************************************************
 OV0302  DESIGNATION -  H 360
 OV0302  PID         -  OV0302
 OV0302  STATE/COUNTY-  WY/NATRONA
 OV0302  USGS QUAD   -  SALT CREEK (1978)
 OV0302
 OV0302                         *CURRENT SURVEY CONTROL
 OV0302  ___________________________________________________________________
 OV0302* NAD 83(1986)-  43 17 00.     (N)    106 16 55.     (W)     SCALED    
 OV0302* NAVD 88     -      1571.646  (meters)    5156.31   (feet)  ADJUSTED  
 OV0302  ___________________________________________________________________
 OV0302  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 OV0302  DYNAMIC HT  -        1570.736 (meters)    5153.32  (feet)  COMP
 OV0302  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 OV0302
 OV0302  VERT ORDER  -  FIRST     CLASS II
 OV0302
 OV0302.The horizontal coordinates were scaled from a topographic map and have
 OV0302.an estimated accuracy of +/- 6 seconds.
 OV0302
 OV0302.The orthometric height was determined by differential leveling
 OV0302.and adjusted by the National Geodetic Survey in June 1991..
 OV0302
 OV0302.The geoid height was determined by GEOID03.
 OV0302
 OV0302.The dynamic height is computed by dividing the NAVD 88
 OV0302.geopotential number by the normal gravity value computed on the
 OV0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0302.degrees latitude (g = 980.6199 gals.).
 OV0302
 OV0302.The modeled gravity was interpolated from observed gravity values.
 OV0302
 OV0302;                    North         East    Units  Estimated Accuracy
 OV0302;SPC WYEC     -   409,670.      485,330.      MT  (+/- 180 meters Scaled)
 OV0302
 OV0302                          SUPERSEDED SURVEY CONTROL
 OV0302
 OV0302  NGVD 29 (06/08/92) 1570.804  (m)         5153.55   (f) ADJUSTED    1 2
 OV0302
 OV0302.Superseded values are not recommended for survey control.
 OV0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0302.See file dsdata.txt to determine how the superseded data were derived.
 OV0302
 OV0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH959930(NAD 83)
 OV0302_MARKER: DB = BENCH MARK DISK
 OV0302_SETTING: 66 = SET IN ROCK OUTCROP
 OV0302_SP_SET: SANDSTONE OUTCROP
 OV0302_STAMPING: H 360 1985
 OV0302_MARK LOGO: NGS   
 OV0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0302+STABILITY: POSITION/ELEVATION WELL
 OV0302
 OV0302  HISTORY     - Date     Condition        Report By
 OV0302  HISTORY     - 1985     MONUMENTED       NGS
 OV0302
 OV0302                          STATION DESCRIPTION
 OV0302
 OV0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0302'14.9 KM (9.25 MI) SOUTH FROM MIDWEST.
 OV0302'14.91 KM (9.27 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0302'STATE HIGHWAY 387 AT MIDWEST, IN THE TOP CENTER OF A 6 BY 33 FOOT
 OV0302'PORTION OF SANDSTONE OUTCROP, FLUSH WITH THE TOP OF THE CENTER OF A
 OV0302'LONG CUT, 0.12 KM (0.07 MI) SOUTHWEST OF MILEPOST 19, 27.7 METERS (91
 OV0302'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 16.6 METERS (54.6 FT)
 OV0302'SOUTHEAST OF THE RIGHT OF WAY FENCE AND 2.7 METERS (9 FT) NORTHEAST OF
 OV0302'THE SOUTHWEST END OF THE OUTCROP.
 OV0302'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OV0302'THE MARK IS 3.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0438 ***********************************************************************
 PV0438  DESIGNATION -  H 361
 PV0438  PID         -  PV0438
 PV0438  STATE/COUNTY-  WY/WESTON
 PV0438  USGS QUAD   -  UPTON EAST (1984)
 PV0438
 PV0438                         *CURRENT SURVEY CONTROL
 PV0438  ___________________________________________________________________
 PV0438* NAD 83(1986)-  44 03 18.     (N)    104 34 38.     (W)     SCALED    
 PV0438* NAVD 88     -      1271.435  (meters)    4171.37   (feet)  ADJUSTED  
 PV0438  ___________________________________________________________________
 PV0438  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 PV0438  DYNAMIC HT  -        1270.917 (meters)    4169.67  (feet)  COMP
 PV0438  MODELED GRAV-     980,166.2   (mgal)                       NAVD 88
 PV0438
 PV0438  VERT ORDER  -  FIRST     CLASS II
 PV0438
 PV0438.The horizontal coordinates were scaled from a topographic map and have
 PV0438.an estimated accuracy of +/- 6 seconds.
 PV0438
 PV0438.The orthometric height was determined by differential leveling
 PV0438.and adjusted by the National Geodetic Survey in June 1991..
 PV0438
 PV0438.The geoid height was determined by GEOID03.
 PV0438
 PV0438.The dynamic height is computed by dividing the NAVD 88
 PV0438.geopotential number by the normal gravity value computed on the
 PV0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0438.degrees latitude (g = 980.6199 gals.).
 PV0438
 PV0438.The modeled gravity was interpolated from observed gravity values.
 PV0438
 PV0438;                    North         East    Units  Estimated Accuracy
 PV0438;SPC WY E     -   395,030.      247,230.      MT  (+/- 180 meters Scaled)
 PV0438
 PV0438                          SUPERSEDED SURVEY CONTROL
 PV0438
 PV0438.No superseded survey control is available for this station.
 PV0438
 PV0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ338780(NAD 83)
 PV0438_MARKER: I = METAL ROD
 PV0438_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0438+WITH SETTING: INFORMATION.
 PV0438_SP_SET: SHALLOW-SET METAL ROD
 PV0438_STAMPING: H 361 1985
 PV0438_MARK LOGO: NGS   
 PV0438_PROJECTION: FLUSH
 PV0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0438_ROD/PIPE-DEPTH: 1.6  meters
 PV0438
 PV0438  HISTORY     - Date     Condition        Report By
 PV0438  HISTORY     - 1985     MONUMENTED       NGS
 PV0438
 PV0438                          STATION DESCRIPTION
 PV0438
 PV0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0438'6.6 KM (4.1 MI) SE FROM UPTON.
 PV0438'6.6 KM (4.1 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0438'UPTON, 2.65 KM (1.65 MI) SOUTHEAST OF THE BRIDGE OVER THE BURLINGTON
 PV0438'NORTHERN RAILROAD, 44.8 METERS (147 FT) SOUTHWEST OF THE HIGHWAY
 PV0438'CENTERLINE, 37.2 METERS (122 FT) SOUTHWEST OF MILEPOST 224 AND
 PV0438'0.3 METER (1 FT) NORTHEAST OF A RIGHT-OF-WAY FENCE.  ROD SET TO 6-FOOT
 PV0438'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PV0438'LOGO CAP.
 PV0438'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PV0438'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0346 ***********************************************************************
 OU0346  DESIGNATION -  H 362
 OU0346  PID         -  OU0346
 OU0346  STATE/COUNTY-  WY/WESTON
 OU0346  USGS QUAD   -  NEWCASTLE (1979)
 OU0346
 OU0346                         *CURRENT SURVEY CONTROL
 OU0346  ___________________________________________________________________
 OU0346* NAD 83(1986)-  43 46 18.     (N)    104 09 57.     (W)     SCALED    
 OU0346* NAVD 88     -      1284.347  (meters)    4213.73   (feet)  ADJUSTED  
 OU0346  ___________________________________________________________________
 OU0346  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OU0346  DYNAMIC HT  -        1283.778 (meters)    4211.86  (feet)  COMP
 OU0346  MODELED GRAV-     980,130.8   (mgal)                       NAVD 88
 OU0346
 OU0346  VERT ORDER  -  FIRST     CLASS II
 OU0346
 OU0346.The horizontal coordinates were scaled from a topographic map and have
 OU0346.an estimated accuracy of +/- 6 seconds.
 OU0346
 OU0346.The orthometric height was determined by differential leveling
 OU0346.and adjusted by the National Geodetic Survey in June 1991..
 OU0346
 OU0346.The geoid height was determined by GEOID03.
 OU0346
 OU0346.The dynamic height is computed by dividing the NAVD 88
 OU0346.geopotential number by the normal gravity value computed on the
 OU0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0346.degrees latitude (g = 980.6199 gals.).
 OU0346
 OU0346.The modeled gravity was interpolated from observed gravity values.
 OU0346
 OU0346;                    North         East    Units  Estimated Accuracy
 OU0346;SPC WY E     -   363,870.      280,580.      MT  (+/- 180 meters Scaled)
 OU0346
 OU0346                          SUPERSEDED SURVEY CONTROL
 OU0346
 OU0346.No superseded survey control is available for this station.
 OU0346
 OU0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ671468(NAD 83)
 OU0346_MARKER: I = METAL ROD
 OU0346_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0346+WITH SETTING: INFORMATION.
 OU0346_SP_SET: SHALLOW-SET METAL ROD
 OU0346_STAMPING: H 362 1985
 OU0346_MARK LOGO: NGS   
 OU0346_PROJECTION: FLUSH
 OU0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0346_ROD/PIPE-DEPTH: 1.5  meters
 OU0346
 OU0346  HISTORY     - Date     Condition        Report By
 OU0346  HISTORY     - 1985     MONUMENTED       NGS
 OU0346
 OU0346                          STATION DESCRIPTION
 OU0346
 OU0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0346'9.4 KM (5.85 MI) SOUTH FROM NEWCASTLE.
 OU0346'9.4 KM (5.85 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US HIGHWAY
 OU0346'85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT NEWCASTLE,
 OU0346'ON THE SECTION LINE OF SECTIONS 22 AND 27, 15.9 METERS (52 FT) EAST OF
 OU0346'THE HIGHWAY CENTERLINE, 0.6 METER (2 FT) NORTH OF A FENCE T JUNCTION
 OU0346'AND 0.3 METER (1 FT) WEST OF A RIGHT-OF-WAY FENCE. ROD SET TO 5-FOOT
 OU0346'ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 OU0346'LOGO CAP.
 OU0346'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OU0346'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0323 ***********************************************************************
 NR0323  DESIGNATION -  H 364
 NR0323  PID         -  NR0323
 NR0323  STATE/COUNTY-  WY/NATRONA
 NR0323  USGS QUAD   -  THE REEFS (1984)
 NR0323
 NR0323                         *CURRENT SURVEY CONTROL
 NR0323  ___________________________________________________________________
 NR0323* NAD 83(1986)-  42 57 27.     (N)    106 19 47.     (W)     SCALED    
 NR0323* NAVD 88     -      1614.772  (meters)    5297.80   (feet)  ADJUSTED  
 NR0323  ___________________________________________________________________
 NR0323  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 NR0323  DYNAMIC HT  -        1613.772 (meters)    5294.52  (feet)  COMP
 NR0323  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 NR0323
 NR0323  VERT ORDER  -  FIRST     CLASS II
 NR0323
 NR0323.The horizontal coordinates were scaled from a topographic map and have
 NR0323.an estimated accuracy of +/- 6 seconds.
 NR0323
 NR0323.The orthometric height was determined by differential leveling
 NR0323.and adjusted by the National Geodetic Survey in June 1991..
 NR0323
 NR0323.The geoid height was determined by GEOID03.
 NR0323
 NR0323.The dynamic height is computed by dividing the NAVD 88
 NR0323.geopotential number by the normal gravity value computed on the
 NR0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0323.degrees latitude (g = 980.6199 gals.).
 NR0323
 NR0323.The modeled gravity was interpolated from observed gravity values.
 NR0323
 NR0323;                    North         East    Units  Estimated Accuracy
 NR0323;SPC WYEC     -   373,420.      481,890.      MT  (+/- 180 meters Scaled)
 NR0323
 NR0323                          SUPERSEDED SURVEY CONTROL
 NR0323
 NR0323  NGVD 29 (06/08/92) 1613.897  (m)         5294.93   (f) ADJUSTED    1 2
 NR0323
 NR0323.Superseded values are not recommended for survey control.
 NR0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0323.See file dsdata.txt to determine how the superseded data were derived.
 NR0323
 NR0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH915569(NAD 83)
 NR0323_MARKER: DB = BENCH MARK DISK
 NR0323_SETTING: 66 = SET IN ROCK OUTCROP
 NR0323_SP_SET: SANDSTONE OUTCROP
 NR0323_STAMPING: H 364 1985
 NR0323_MARK LOGO: NGS   
 NR0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0323+STABILITY: POSITION/ELEVATION WELL
 NR0323
 NR0323  HISTORY     - Date     Condition        Report By
 NR0323  HISTORY     - 1985     MONUMENTED       NGS
 NR0323  HISTORY     - 19920825 GOOD             USPSQD
 NR0323
 NR0323                          STATION DESCRIPTION
 NR0323
 NR0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NR0323'12.8 KM (7.95 MI) NORTH FROM CASPER.
 NR0323'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 NR0323'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 NR0323'6.84 KM (4.25 MI) NORTH ALONG I 25 SERVICE ROAD, IN TOP OF A 10 BY 17
 NR0323'FOOT PORTION OF SNADSTONE OUTCROP FLUSH WITH THE SURFACE OF THE
 NR0323'GROUND, 114.0 METERS (374 FT) EAST OF THE CENTER OF THE ROAD, 71.5
 NR0323'METERS (234.5 FT) EAST-SOUTHEAST OF POWER POLE 333401, 68.6 METERS
 NR0323'(225 FT) EAST OF THE RIGHT OF WAY FENCE, 11.7 METERS (38.5 FT)
 NR0323'SOUTH-SOUTHEAST OF THE SOUTH FACE OF A LONE 8 BY 8 FOOT BOULDER ON THE
 NR0323'WEST SIDE OF THE OUTCROP, 2.3 METERS (7.5 FT) NORTH OF THE SOUTH EDGE
 NR0323'OF THE OUTCROP AND 1.0 METER (3.4 FT) WEST OF THE SOUTHWEST ABRUPT
 NR0323'POINT OF THE SANDSTONE OUTCROP.
 NR0323'THE MARK IS 1.2 METERS  W FROM  A WITNESS POST
 NR0323'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 NR0323
 NR0323                          STATION RECOVERY (1992)
 NR0323
 NR0323'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 NR0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1009 ***********************************************************************
 PY1009  DESIGNATION -  H 365
 PY1009  PID         -  PY1009
 PY1009  STATE/COUNTY-  WY/PARK
 PY1009  USGS QUAD   -  MAMMOTH (1986)
 PY1009
 PY1009                         *CURRENT SURVEY CONTROL
 PY1009  ___________________________________________________________________
 PY1009* NAD 83(1986)-  44 57 53.     (N)    110 41 14.     (W)     SCALED    
 PY1009* NAVD 88     -      1831.138  (meters)    6007.66   (feet)  ADJUSTED  
 PY1009  ___________________________________________________________________
 PY1009  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY1009  DYNAMIC HT  -        1830.198 (meters)    6004.57  (feet)  COMP
 PY1009  MODELED GRAV-     980,039.1   (mgal)                       NAVD 88
 PY1009
 PY1009  VERT ORDER  -  FIRST     CLASS II
 PY1009
 PY1009.The horizontal coordinates were scaled from a topographic map and have
 PY1009.an estimated accuracy of +/- 6 seconds.
 PY1009
 PY1009.The orthometric height was determined by differential leveling
 PY1009.and adjusted by the National Geodetic Survey in June 1991..
 PY1009
 PY1009.The geoid height was determined by GEOID03.
 PY1009
 PY1009.The dynamic height is computed by dividing the NAVD 88
 PY1009.geopotential number by the normal gravity value computed on the
 PY1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1009.degrees latitude (g = 980.6199 gals.).
 PY1009
 PY1009.The modeled gravity was interpolated from observed gravity values.
 PY1009
 PY1009;                    North         East    Units  Estimated Accuracy
 PY1009;SPC WYWC     -   497,770.      447,170.      MT  (+/- 180 meters Scaled)
 PY1009
 PY1009                          SUPERSEDED SURVEY CONTROL
 PY1009
 PY1009  NGVD 29 (08/20/92) 1829.926  (m)         6003.68   (f) ADJUSTED    1 2
 PY1009
 PY1009.Superseded values are not recommended for survey control.
 PY1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1009.See file dsdata.txt to determine how the superseded data were derived.
 PY1009
 PY1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ246790(NAD 83)
 PY1009_MARKER: I = METAL ROD
 PY1009_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1009_SP_SET: STAINLESS STEEL ROD
 PY1009_STAMPING: H 365 1987
 PY1009_MARK LOGO: NGS   
 PY1009_PROJECTION: FLUSH
 PY1009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1009_ROD/PIPE-DEPTH: 3.7  meters
 PY1009
 PY1009  HISTORY     - Date     Condition        Report By
 PY1009  HISTORY     - 1987     MONUMENTED       NGS
 PY1009
 PY1009                          STATION DESCRIPTION
 PY1009
 PY1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1009'1.8 KM (1.10 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1009'1.8 KM (1.10 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1009'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, 1.0 KM
 PY1009'(0.60 MI) NORTHWEST OF THE NORTHWEST END OF A HIGHWAY BRIDGE SPANNING
 PY1009'THE GARDNER RIVER, 20.8 M (68.2 FT) SOUTHEAST OF THE CENTER OF A
 PY1009'HIGHWAY PULLOUT, AND 12.9 M (42.3 FT) SOUTHWEST OF THE CENTERLINE OF
 PY1009'THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PY1009'LOGO CAP.
 PY1009'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0990 ***********************************************************************
 PY0990  DESIGNATION -  H 366
 PY0990  PID         -  PY0990
 PY0990  STATE/COUNTY-  WY/PARK
 PY0990  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0990
 PY0990                         *CURRENT SURVEY CONTROL
 PY0990  ___________________________________________________________________
 PY0990* NAD 83(1986)-  44 50 38.     (N)    110 25 54.     (W)     SCALED    
 PY0990* NAVD 88     -      2428.352  (meters)    7967.02   (feet)  ADJUSTED  
 PY0990  ___________________________________________________________________
 PY0990  GEOID HEIGHT-          -8.49  (meters)                     GEOID03
 PY0990  DYNAMIC HT  -        2426.778 (meters)    7961.85  (feet)  COMP
 PY0990  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 PY0990
 PY0990  VERT ORDER  -  FIRST     CLASS II
 PY0990
 PY0990.The horizontal coordinates were scaled from a topographic map and have
 PY0990.an estimated accuracy of +/- 6 seconds.
 PY0990
 PY0990.The orthometric height was determined by differential leveling
 PY0990.and adjusted by the National Geodetic Survey in June 1991..
 PY0990
 PY0990.The geoid height was determined by GEOID03.
 PY0990
 PY0990.The dynamic height is computed by dividing the NAVD 88
 PY0990.geopotential number by the normal gravity value computed on the
 PY0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0990.degrees latitude (g = 980.6199 gals.).
 PY0990
 PY0990.The modeled gravity was interpolated from observed gravity values.
 PY0990
 PY0990;                    North         East    Units  Estimated Accuracy
 PY0990;SPC WYWC     -   483,890.      467,060.      MT  (+/- 180 meters Scaled)
 PY0990
 PY0990                          SUPERSEDED SURVEY CONTROL
 PY0990
 PY0990  NGVD 29 (08/20/92) 2426.931  (m)         7962.36   (f) ADJUSTED    1 2
 PY0990
 PY0990.Superseded values are not recommended for survey control.
 PY0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0990.See file dsdata.txt to determine how the superseded data were derived.
 PY0990
 PY0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ449657(NAD 83)
 PY0990_MARKER: DB = BENCH MARK DISK
 PY0990_SETTING: 66 = SET IN ROCK OUTCROP
 PY0990_SP_SET: BEDROCK
 PY0990_STAMPING: H 366 1987
 PY0990_MARK LOGO: NGS   
 PY0990_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0990+STABILITY: POSITION/ELEVATION WELL
 PY0990
 PY0990  HISTORY     - Date     Condition        Report By
 PY0990  HISTORY     - 1987     MONUMENTED       NGS
 PY0990
 PY0990                          STATION DESCRIPTION
 PY0990
 PY0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0990'12.8 KM (7.95 MI) SOUTH FROM TOWER JUNCTION.
 PY0990'12.8 KM (7.95 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0990'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE CENTER OF
 PY0990'A 1 BY 1 FOOT AREA OF OUTCROPPING BEDROCK, 33.1 M (108.6 FT)
 PY0990'SOUTHWEST OF THE SOUTH END OF A HIGHWAY PULLOUT, AND 5.4 M (17.7 FT)
 PY0990'WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0990'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0786 ***********************************************************************
 PY0786  DESIGNATION -  H 367
 PY0786  PID         -  PY0786
 PY0786  STATE/COUNTY-  WY/TETON
 PY0786  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0786
 PY0786                         *CURRENT SURVEY CONTROL
 PY0786  ___________________________________________________________________
 PY0786* NAD 83(1986)-  44 25 59.     (N)    110 47 13.     (W)     SCALED    
 PY0786* NAVD 88     -      2405.973  (meters)    7893.60   (feet)  ADJUSTED  
 PY0786  ___________________________________________________________________
 PY0786  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 PY0786  DYNAMIC HT  -        2404.369 (meters)    7888.33  (feet)  COMP
 PY0786  MODELED GRAV-     979,864.2   (mgal)                       NAVD 88
 PY0786
 PY0786  VERT ORDER  -  FIRST     CLASS II
 PY0786
 PY0786.The horizontal coordinates were scaled from a topographic map and have
 PY0786.an estimated accuracy of +/- 6 seconds.
 PY0786
 PY0786.The orthometric height was determined by differential leveling
 PY0786.and adjusted by the National Geodetic Survey in June 1991..
 PY0786
 PY0786.The geoid height was determined by GEOID03.
 PY0786
 PY0786.The dynamic height is computed by dividing the NAVD 88
 PY0786.geopotential number by the normal gravity value computed on the
 PY0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0786.degrees latitude (g = 980.6199 gals.).
 PY0786
 PY0786.The modeled gravity was interpolated from observed gravity values.
 PY0786
 PY0786;                    North         East    Units  Estimated Accuracy
 PY0786;SPC WY W     -   537,110.      743,980.      MT  (+/- 180 meters Scaled)
 PY0786
 PY0786                          SUPERSEDED SURVEY CONTROL
 PY0786
 PY0786  NGVD 29 (08/20/92) 2404.599  (m)         7889.09   (f) ADJUSTED    1 2
 PY0786
 PY0786.Superseded values are not recommended for survey control.
 PY0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0786.See file dsdata.txt to determine how the superseded data were derived.
 PY0786
 PY0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ169199(NAD 83)
 PY0786_MARKER: I = METAL ROD
 PY0786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0786_SP_SET: STAINLESS STEEL ROD
 PY0786_STAMPING: H 367 1987
 PY0786_MARK LOGO: NGS   
 PY0786_PROJECTION: FLUSH
 PY0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0786_ROD/PIPE-DEPTH: 4.9  meters
 PY0786
 PY0786  HISTORY     - Date     Condition        Report By
 PY0786  HISTORY     - 1987     MONUMENTED       NGS
 PY0786
 PY0786                          STATION DESCRIPTION
 PY0786
 PY0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0786'22.0 KM (13.65 MI) NW FROM WEST THUMB.
 PY0786'22.0 KM (13.65 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0786'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0786'THUMB, ON THE EAST SLOPE OF A SMALL KNOLL, AT HIGHWAY STATION NUMBER
 PY0786'197+35, 23.9 M (78.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 PY0786'8.6 M (28.2 FT) WEST OF THE CENTER OF A STORM DRAIN.  NOTE--ACCESS TO
 PY0786'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0786'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0946 ***********************************************************************
 PY0946  DESIGNATION -  H 368
 PY0946  PID         -  PY0946
 PY0946  STATE/COUNTY-  WY/TETON
 PY0946  USGS QUAD   -  LAKE (1986)
 PY0946
 PY0946                         *CURRENT SURVEY CONTROL
 PY0946  ___________________________________________________________________
 PY0946* NAD 83(1986)-  44 32 45.     (N)    110 25 03.     (W)     SCALED    
 PY0946* NAVD 88     -      2368.715  (meters)    7771.36   (feet)  ADJUSTED  
 PY0946  ___________________________________________________________________
 PY0946  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0946  DYNAMIC HT  -        2367.121 (meters)    7766.13  (feet)  COMP
 PY0946  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 PY0946
 PY0946  VERT ORDER  -  FIRST     CLASS II
 PY0946
 PY0946.The horizontal coordinates were scaled from a topographic map and have
 PY0946.an estimated accuracy of +/- 6 seconds.
 PY0946
 PY0946.The orthometric height was determined by differential leveling
 PY0946.and adjusted by the National Geodetic Survey in June 1991..
 PY0946
 PY0946.The geoid height was determined by GEOID03.
 PY0946
 PY0946.The dynamic height is computed by dividing the NAVD 88
 PY0946.geopotential number by the normal gravity value computed on the
 PY0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0946.degrees latitude (g = 980.6199 gals.).
 PY0946
 PY0946.The modeled gravity was interpolated from observed gravity values.
 PY0946
 PY0946;                    North         East    Units  Estimated Accuracy
 PY0946;SPC WY W     -   549,450.      773,450.      MT  (+/- 180 meters Scaled)
 PY0946
 PY0946                          SUPERSEDED SURVEY CONTROL
 PY0946
 PY0946  NGVD 29 (08/20/92) 2367.315  (m)         7766.77   (f) ADJUSTED    1 2
 PY0946
 PY0946.Superseded values are not recommended for survey control.
 PY0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0946.See file dsdata.txt to determine how the superseded data were derived.
 PY0946
 PY0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ462326(NAD 83)
 PY0946_MARKER: I = METAL ROD
 PY0946_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY0946+WITH SETTING: INFORMATION.
 PY0946_SP_SET: SHALLOW-SET METAL ROD
 PY0946_STAMPING: H 368 1987
 PY0946_MARK LOGO: NGS   
 PY0946_PROJECTION: FLUSH
 PY0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0946_ROD/PIPE-DEPTH: 2.7  meters
 PY0946
 PY0946  HISTORY     - Date     Condition        Report By
 PY0946  HISTORY     - 1987     MONUMENTED       NGS
 PY0946
 PY0946                          STATION DESCRIPTION
 PY0946
 PY0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0946'1.0 KM (0.60 MI) SW FROM LAKE VILLAGE.
 PY0946'1.0 KM (0.65 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE
 PY0946'JUNCTION OF LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, 21.9 M (71.9
 PY0946'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) NORTHWEST
 PY0946'OF THE CENTER OF A TRAIL (OLD HIGHWAY), AND 9.6 M (31.5 FT) NORTH OF
 PY0946'THE NORTHEAST END OF A PARKING AREA.  NOTE--ACCESS TO DATUM POINT IS
 PY0946'HAD THROUGH A 5-INCH LOGO CAP.
 PY0946'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0821 ***********************************************************************
 PY0821  DESIGNATION -  H 369
 PY0821  PID         -  PY0821
 PY0821  STATE/COUNTY-  WY/TETON
 PY0821  USGS QUAD   -  LEWIS CANYON (1996)
 PY0821
 PY0821                         *CURRENT SURVEY CONTROL
 PY0821  ___________________________________________________________________
 PY0821* NAD 83(1986)-  44 11 54.     (N)    110 39 33.     (W)     SCALED    
 PY0821* NAVD 88     -      2353.216  (meters)    7720.51   (feet)  ADJUSTED  
 PY0821  ___________________________________________________________________
 PY0821  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0821  DYNAMIC HT  -        2351.664 (meters)    7715.42  (feet)  COMP
 PY0821  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 PY0821
 PY0821  VERT ORDER  -  FIRST     CLASS II
 PY0821
 PY0821.The horizontal coordinates were scaled from a topographic map and have
 PY0821.an estimated accuracy of +/- 6 seconds.
 PY0821
 PY0821.The orthometric height was determined by differential leveling
 PY0821.and adjusted by the National Geodetic Survey in June 1991..
 PY0821
 PY0821.The geoid height was determined by GEOID03.
 PY0821
 PY0821.The dynamic height is computed by dividing the NAVD 88
 PY0821.geopotential number by the normal gravity value computed on the
 PY0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0821.degrees latitude (g = 980.6199 gals.).
 PY0821
 PY0821.The modeled gravity was interpolated from observed gravity values.
 PY0821
 PY0821;                    North         East    Units  Estimated Accuracy
 PY0821;SPC WY W     -   510,950.      753,970.      MT  (+/- 180 meters Scaled)
 PY0821
 PY0821                          SUPERSEDED SURVEY CONTROL
 PY0821
 PY0821  NGVD 29 (08/20/92) 2351.895  (m)         7716.18   (f) ADJUSTED    1 2
 PY0821
 PY0821.Superseded values are not recommended for survey control.
 PY0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0821.See file dsdata.txt to determine how the superseded data were derived.
 PY0821
 PY0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP272939(NAD 83)
 PY0821_MARKER: DB = BENCH MARK DISK
 PY0821_SETTING: 66 = SET IN ROCK OUTCROP
 PY0821_SP_SET: BEDROCK
 PY0821_STAMPING: H 369 1987
 PY0821_MARK LOGO: NGS   
 PY0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0821+STABILITY: POSITION/ELEVATION WELL
 PY0821
 PY0821  HISTORY     - Date     Condition        Report By
 PY0821  HISTORY     - 1987     MONUMENTED       NGS
 PY0821
 PY0821                          STATION DESCRIPTION
 PY0821
 PY0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0821'12.7 KM (7.90 MI) NORTH FROM FLAGG RANCH.
 PY0821'12.7 KM (7.90 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0821'FLAGG RANCH HEADQUARTERS IN FLAGG RANCH, NEAR THE SOUTHWEST END OF A
 PY0821'3 BY 10 FOOT EXPOSED AREA OF BEDROCK AT THE SOUTH END OF A HIGHWAY
 PY0821'CUT, 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.7 M
 PY0821'(8.9 FT) NORTH OF THE NORTH END OF A GUARDRAIL.
 PY0821'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0291 ***********************************************************************
 PW0291  DESIGNATION -  H 37
 PW0291  PID         -  PW0291
 PW0291  STATE/COUNTY-  WY/WASHAKIE
 PW0291  USGS QUAD   -  ONION GULCH (1993)
 PW0291
 PW0291                         *CURRENT SURVEY CONTROL
 PW0291  ___________________________________________________________________
 PW0291* NAD 83(1986)-  44 07 07.     (N)    107 14 55.     (W)     SCALED    
 PW0291* NAVD 88     -      2168.115  (meters)    7113.22   (feet)  ADJUSTED  
 PW0291  ___________________________________________________________________
 PW0291  GEOID HEIGHT-          -9.07  (meters)                     GEOID03
 PW0291  DYNAMIC HT  -        2166.839 (meters)    7109.04  (feet)  COMP
 PW0291  MODELED GRAV-     979,951.1   (mgal)                       NAVD 88
 PW0291
 PW0291  VERT ORDER  -  FIRST     CLASS II
 PW0291
 PW0291.The horizontal coordinates were scaled from a topographic map and have
 PW0291.an estimated accuracy of +/- 6 seconds.
 PW0291
 PW0291.The orthometric height was determined by differential leveling
 PW0291.and adjusted by the National Geodetic Survey in June 1991..
 PW0291
 PW0291.The geoid height was determined by GEOID03.
 PW0291
 PW0291.The dynamic height is computed by dividing the NAVD 88
 PW0291.geopotential number by the normal gravity value computed on the
 PW0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0291.degrees latitude (g = 980.6199 gals.).
 PW0291
 PW0291.The modeled gravity was interpolated from observed gravity values.
 PW0291
 PW0291;                    North         East    Units  Estimated Accuracy
 PW0291;SPC WYEC     -   501,930.      406,780.      MT  (+/- 180 meters Scaled)
 PW0291
 PW0291                          SUPERSEDED SURVEY CONTROL
 PW0291
 PW0291  NGVD 29 (??/??/92) 2167.180  (m)         7110.16   (f) ADJ UNCH    1 2
 PW0291
 PW0291.Superseded values are not recommended for survey control.
 PW0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0291.See file dsdata.txt to determine how the superseded data were derived.
 PW0291
 PW0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ200875(NAD 83)
 PW0291_MARKER: DB = BENCH MARK DISK
 PW0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0291_STAMPING: H 37 1934
 PW0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0291+STABILITY: SURFACE MOTION
 PW0291
 PW0291  HISTORY     - Date     Condition        Report By
 PW0291  HISTORY     - 1934     MONUMENTED       CGS
 PW0291  HISTORY     - 1944     GOOD             NGS
 PW0291  HISTORY     - 1967     GOOD             USGS
 PW0291
 PW0291                          STATION DESCRIPTION
 PW0291
 PW0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PW0291'13.8 MI NE FROM TEN SLEEP.
 PW0291'13.8 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0291'COUNTY, IN TEN SLEEP CANYON, AT THE SQUAW CREEK CAMPING GROUNDS, AT
 PW0291'THE MIDDLE OF THE CLEARING, 30.5 FEET EAST OF THE CENTERLINE OF THE
 PW0291'HIGHWAY, AND 40.8 FEET NORTH OF A 15-INCH SPRUCE TREE.  A STANDARD
 PW0291'DISK, STAMPED H 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0291
 PW0291                          STATION RECOVERY (1967)
 PW0291
 PW0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0628 ***********************************************************************
 PV0628  DESIGNATION -  H 370
 PV0628  PID         -  PV0628
 PV0628  STATE/COUNTY-  WY/CROOK
 PV0628  USGS QUAD   -  SUNDANCE EAST (1984)
 PV0628
 PV0628                         *CURRENT SURVEY CONTROL
 PV0628  ___________________________________________________________________
 PV0628* NAD 83(1986)-  44 28 13.     (N)    104 15 08.     (W)     SCALED    
 PV0628* NAVD 88     -      1325.251  (meters)    4347.93   (feet)  ADJUSTED  
 PV0628  ___________________________________________________________________
 PV0628  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 PV0628  DYNAMIC HT  -        1324.770 (meters)    4346.35  (feet)  COMP
 PV0628  MODELED GRAV-     980,208.2   (mgal)                       NAVD 88
 PV0628
 PV0628  VERT ORDER  -  FIRST     CLASS II
 PV0628
 PV0628.The horizontal coordinates were scaled from a topographic map and have
 PV0628.an estimated accuracy of +/- 6 seconds.
 PV0628
 PV0628.The orthometric height was determined by differential leveling
 PV0628.and adjusted by the National Geodetic Survey in September 1993..
 PV0628
 PV0628.The geoid height was determined by GEOID03.
 PV0628
 PV0628.The dynamic height is computed by dividing the NAVD 88
 PV0628.geopotential number by the normal gravity value computed on the
 PV0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0628.degrees latitude (g = 980.6199 gals.).
 PV0628
 PV0628.The modeled gravity was interpolated from observed gravity values.
 PV0628
 PV0628;                    North         East    Units  Estimated Accuracy
 PV0628;SPC WY E     -   441,410.      272,760.      MT  (+/- 180 meters Scaled)
 PV0628
 PV0628                          SUPERSEDED SURVEY CONTROL
 PV0628
 PV0628.No superseded survey control is available for this station.
 PV0628
 PV0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK594243(NAD 83)
 PV0628_MARKER: DV = VERTICAL CONTROL DISK
 PV0628_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0628_SP_SET: PIER
 PV0628_STAMPING: H 370 1991
 PV0628_MARK LOGO: NGS   
 PV0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0628+STABILITY: POSITION/ELEVATION WELL
 PV0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0628+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0628
 PV0628  HISTORY     - Date     Condition        Report By
 PV0628  HISTORY     - 1991     MONUMENTED       NGS
 PV0628
 PV0628                          STATION DESCRIPTION
 PV0628
 PV0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0628'12.6 KM (7.80 MI) EASTERLY ALONG CLEVELAND STREET AND AN INTERSTATE
 PV0628'HIGHWAY 90 FRONTAGE ROAD FROM THE COURTHOUSE IN SUNDANCE, SET
 PV0628'VERTICALLY IN THE NORTHEAST FACE OF THE CENTER 1 OF 3 CONCRETE
 PV0628'COLUMNS OF THE MOST SOUTHWESTERLY PIER OF THE WESTBOUND INTERSTATE
 PV0628'HIGHWAY 90 OVERPASS OF RIFLE PIT ROAD, 44.2 M (145.0 FT) SOUTHEAST OF
 PV0628'THE CENTERLINE OF THE HIGHWAY, 9.0 M (29.5 FT) SOUTHWEST OF THE
 PV0628'CENTER OF THE ROAD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 PV0628'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0080 ***********************************************************************
 PW0080  DESIGNATION -  H 38
 PW0080  PID         -  PW0080
 PW0080  STATE/COUNTY-  WY/JOHNSON
 PW0080  USGS QUAD   -  NORTH RIDGE (1993)
 PW0080
 PW0080                         *CURRENT SURVEY CONTROL
 PW0080  ___________________________________________________________________
 PW0080* NAD 83(1986)-  44 19 51.     (N)    106 47 52.     (W)     SCALED    
 PW0080* NAVD 88     -      1666.914  (meters)    5468.87   (feet)  ADJUSTED  
 PW0080  ___________________________________________________________________
 PW0080  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 PW0080  DYNAMIC HT  -        1666.080 (meters)    5466.13  (feet)  COMP
 PW0080  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 PW0080
 PW0080  VERT ORDER  -  FIRST     CLASS II
 PW0080
 PW0080.The horizontal coordinates were scaled from a topographic map and have
 PW0080.an estimated accuracy of +/- 6 seconds.
 PW0080
 PW0080.The orthometric height was determined by differential leveling
 PW0080.and adjusted by the National Geodetic Survey in June 1991..
 PW0080
 PW0080.The geoid height was determined by GEOID03.
 PW0080
 PW0080.The dynamic height is computed by dividing the NAVD 88
 PW0080.geopotential number by the normal gravity value computed on the
 PW0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0080.degrees latitude (g = 980.6199 gals.).
 PW0080
 PW0080.The modeled gravity was interpolated from observed gravity values.
 PW0080
 PW0080;                    North         East    Units  Estimated Accuracy
 PW0080;SPC WYEC     -   525,650.      442,710.      MT  (+/- 180 meters Scaled)
 PW0080
 PW0080                          SUPERSEDED SURVEY CONTROL
 PW0080
 PW0080  NGVD 29 (??/??/92) 1666.064  (m)         5466.08   (f) ADJ UNCH    1 2
 PW0080
 PW0080.Superseded values are not recommended for survey control.
 PW0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0080.See file dsdata.txt to determine how the superseded data were derived.
 PW0080
 PW0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK566101(NAD 83)
 PW0080_MARKER: DB = BENCH MARK DISK
 PW0080_SETTING: 80 = SET IN A BOULDER
 PW0080_STAMPING: H 38 1934
 PW0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0080+STABILITY: SURFACE MOTION
 PW0080
 PW0080  HISTORY     - Date     Condition        Report By
 PW0080  HISTORY     - 1934     MONUMENTED       CGS
 PW0080  HISTORY     - 1967     MARK NOT FOUND   USGS
 PW0080
 PW0080                          STATION DESCRIPTION
 PW0080
 PW0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0080'5.1 MI SW FROM BUFFALO.
 PW0080'5.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0080'COUNTY, 0.6 MILE EAST OF A DAM, 350 FEET NORTH OF CLEAR CREEK, 233.6
 PW0080'FEET WEST OF A 35-INCH JACK PINE TREE, 81.8 FEET SOUTH OF THE HIGHWAY,
 PW0080'34.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A
 PW0080'LARGE FLAT GRANITE BOULDER, AND ABOUT 2.0 FEET HIGHER THAN THE
 PW0080'HIGHWAY.  A STANDARD DISK, STAMPED H 38 1934.
 PW0080
 PW0080                          STATION RECOVERY (1967)
 PW0080
 PW0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0099 ***********************************************************************
 PW0099  DESIGNATION -  H 39
 PW0099  PID         -  PW0099
 PW0099  STATE/COUNTY-  WY/JOHNSON
 PW0099  USGS QUAD   -  T A RANCH (1970)
 PW0099
 PW0099                         *CURRENT SURVEY CONTROL
 PW0099  ___________________________________________________________________
 PW0099* NAD 83(1993)-  44 14 05.31276(N)    106 42 21.80817(W)     ADJUSTED  
 PW0099* NAVD 88     -      1615.180  (meters)    5299.14   (feet)  ADJUSTED  
 PW0099  ___________________________________________________________________
 PW0099  LAPLACE CORR-         -23.86  (seconds)                    DEFLEC99
 PW0099  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 PW0099  DYNAMIC HT  -        1614.373 (meters)    5296.49  (feet)  COMP
 PW0099  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 PW0099
 PW0099  HORZ ORDER  -  THIRD
 PW0099  VERT ORDER  -  SECOND    CLASS 0
 PW0099
 PW0099.The horizontal coordinates were established by GPS observations
 PW0099.and adjusted by the National Geodetic Survey in January 1997..
 PW0099
 PW0099.The orthometric height was determined by differential leveling
 PW0099.and adjusted by the National Geodetic Survey in June 1991..
 PW0099
 PW0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0099
 PW0099.The geoid height was determined by GEOID03.
 PW0099
 PW0099.The dynamic height is computed by dividing the NAVD 88
 PW0099.geopotential number by the normal gravity value computed on the
 PW0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0099.degrees latitude (g = 980.6199 gals.).
 PW0099
 PW0099.The modeled gravity was interpolated from observed gravity values.
 PW0099
 PW0099;                    North         East     Units Scale Factor Converg.
 PW0099;SPC WYEC     -   515,029.749   450,109.433   MT  0.99996837   +0 26 15.3
 PW0099;UTM  13      - 4,899,368.326   363,758.358   MT  0.99982828   -1 11 25.2
 PW0099
 PW0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0099!SPC WYEC     -   0.99974873  x   0.99996837  =   0.99971711
 PW0099!UTM  13      -   0.99974873  x   0.99982828  =   0.99957705
 PW0099
 PW0099                          SUPERSEDED SURVEY CONTROL
 PW0099
 PW0099  NAD 83(1986)-  44 14 05.29500(N)    106 42 21.78227(W) AD(       ) 3
 PW0099  NGVD 29 (??/??/92) 1614.325  (m)         5296.33   (f) ADJ UNCH    2 0
 PW0099
 PW0099.Superseded values are not recommended for survey control.
 PW0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0099.See file dsdata.txt to determine how the superseded data were derived.
 PW0099
 PW0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ6375899368(NAD 83)
 PW0099_MARKER: DB = BENCH MARK DISK
 PW0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0099_SP_SET: CONCRETE POST
 PW0099_STAMPING: H 39 1934
 PW0099_MARK LOGO: CGS   
 PW0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0099+STABILITY: SURFACE MOTION
 PW0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0099+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 PW0099
 PW0099  HISTORY     - Date     Condition        Report By
 PW0099  HISTORY     - 1934     MONUMENTED       CGS
 PW0099  HISTORY     - 19920817 GOOD             NGS
 PW0099
 PW0099                          STATION DESCRIPTION
 PW0099
 PW0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0099'7.9 MI S FROM BUFFALO.
 PW0099'7.9 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM BUFFALO, JOHNSON COUNTY,
 PW0099'112.5 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION WITH THE DIRT
 PW0099'CROSSROAD LEADING EAST, 107.0 FEET NORTHEAST OF THE CENTERLINE OF THE
 PW0099'CROSSROAD, AND 88.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 PW0099'STANDARD DISK, STAMPED H 39 1934 AND SET IN THE TOP OF A CONCRETE
 PW0099'POST.
 PW0099
 PW0099                          STATION RECOVERY (1992)
 PW0099
 PW0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PW0099'STATION IS LOCATED ABOUT 11 KM (6.8 MI) SOUTH OF BUFFALO, IN THE
 PW0099'NORTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY 196 AND TRABING
 PW0099'ROAD, ON HIGHWAY RIGHT-OF-WAY, IN A LARGE GRASSY AREA RECONFIGURED
 PW0099'FROM OLD TO NEW ROAD JUNCTION.  OWNERSHIP--WYOMING DEPARTMENT OF
 PW0099'TRANSPORTATION.
 PW0099'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 25
 PW0099'AND TRABING ROAD (EXIT 291), ABOUT 12 KM (7.5 MI) SOUTH OF BUFFALO,
 PW0099'GO WEST ON TRABING ROAD FOR 1.77 KM (1.10 MI) TO A T-ROAD AND THE
 PW0099'STATION ON THE RIGHT.
 PW0099'STATION MARK IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST
 PW0099'PROJECTING 8 CM ABOVE GROUND.  IT IS 26.3 M (86.3 FT) EAST OF AND 1.5
 PW0099'M (4.9 FT) LOWER THAN THE HIGHWAY CENTER, 39.2 M (128.6 FT)
 PW0099'NORTH-NORTHEAST OF THE CENTER OF TRABING ROAD, 12.7 M (41.7 FT)
 PW0099'SOUTHWEST OF THE SOUTHWEST EDGE OF THE OLD HIGHWAY, 38.1 M (125.0 FT)
 PW0099'WEST OF THE RIGHT-OF-WAY FENCE, 0.6 M (2.0 FT) NORTHWEST OF A
 PW0099'FIBERGLASS WITNESS POST, AND 27.3 M (89.6 FT) NORTH-NORTHWEST OF
 PW0099'THREE LARGE PIECES OF OLD HIGHWAY CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0153 ***********************************************************************
 PW0153  DESIGNATION -  H 4
 PW0153  PID         -  PW0153
 PW0153  STATE/COUNTY-  WY/SHERIDAN
 PW0153  USGS QUAD   -  JONES DRAW (1970)
 PW0153
 PW0153                         *CURRENT SURVEY CONTROL
 PW0153  ___________________________________________________________________
 PW0153* NAD 83(1986)-  44 46 29.     (N)    106 42 45.     (W)     SCALED    
 PW0153* NAVD 88     -      1174.219  (meters)    3852.42   (feet)  ADJUSTED  
 PW0153  ___________________________________________________________________
 PW0153  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 PW0153  DYNAMIC HT  -        1173.767 (meters)    3850.93  (feet)  COMP
 PW0153  MODELED GRAV-     980,192.2   (mgal)                       NAVD 88
 PW0153
 PW0153  VERT ORDER  -  FIRST     CLASS II
 PW0153
 PW0153.The horizontal coordinates were scaled from a topographic map and have
 PW0153.an estimated accuracy of +/- 6 seconds.
 PW0153
 PW0153.The orthometric height was determined by differential leveling
 PW0153.and adjusted by the National Geodetic Survey in June 1991..
 PW0153
 PW0153.The geoid height was determined by GEOID03.
 PW0153
 PW0153.The dynamic height is computed by dividing the NAVD 88
 PW0153.geopotential number by the normal gravity value computed on the
 PW0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0153.degrees latitude (g = 980.6199 gals.).
 PW0153
 PW0153.The modeled gravity was interpolated from observed gravity values.
 PW0153
 PW0153;                    North         East    Units  Estimated Accuracy
 PW0153;SPC WYEC     -   575,020.      449,140.      MT  (+/- 180 meters Scaled)
 PW0153
 PW0153                          SUPERSEDED SURVEY CONTROL
 PW0153
 PW0153  NGVD 29 (??/??/92) 1173.478  (m)         3849.99   (f) ADJ UNCH    1 2
 PW0153
 PW0153.Superseded values are not recommended for survey control.
 PW0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0153.See file dsdata.txt to determine how the superseded data were derived.
 PW0153
 PW0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK645593(NAD 83)
 PW0153_MARKER: DB = BENCH MARK DISK
 PW0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0153_SP_SET: CULVERT
 PW0153_STAMPING: H 4 1908 ELEV. 3850.038 FT.
 PW0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0153
 PW0153  HISTORY     - Date     Condition        Report By
 PW0153  HISTORY     - 1908     MONUMENTED       CGS
 PW0153  HISTORY     - 1957     GOOD             NGS
 PW0153
 PW0153                          STATION DESCRIPTION
 PW0153
 PW0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0153'15.45 MI SE FROM SHERIDAN.
 PW0153'15.45 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0153'RAILROAD FROM THE STATION AT SHERIDAN, 4 1/2 POLES NORTHWEST OF
 PW0153'MILEPOST 683, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 PW0153'CONCRETE HEAD WALL OF A 6X8-FOOT CULVERT, 15 1/2 FEET SOUTHWEST OF THE
 PW0153'SOUTHWEST RAIL, ABOUT 3 POLES SOUTHEAST OF A CROSSING, AND ABOUT 6
 PW0153'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0036 ***********************************************************************
 MO0036  DESIGNATION -  H 4
 MO0036  PID         -  MO0036
 MO0036  STATE/COUNTY-  WY/LARAMIE
 MO0036  USGS QUAD   -  
 MO0036
 MO0036                         *CURRENT SURVEY CONTROL
 MO0036  ___________________________________________________________________
 MO0036* NAD 83(1993)-  41 33 21.02684(N)    104 17 58.07416(W)     ADJUSTED  
 MO0036* NAVD 88     -      1545.501  (meters)    5070.53   (feet)  ADJUSTED  
 MO0036  ___________________________________________________________________
 MO0036  LAPLACE CORR-          -7.21  (seconds)                    DEFLEC99
 MO0036  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 MO0036  DYNAMIC HT  -        1544.372 (meters)    5066.83  (feet)  COMP
 MO0036  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 MO0036
 MO0036  HORZ ORDER  -  THIRD
 MO0036  VERT ORDER  -  SECOND    CLASS 0
 MO0036
 MO0036.The horizontal coordinates were established by classical geodetic methods
 MO0036.and adjusted by the National Geodetic Survey in January 1997..
 MO0036
 MO0036.The orthometric height was determined by differential leveling
 MO0036.and adjusted by the National Geodetic Survey in June 1991..
 MO0036
 MO0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0036
 MO0036.The geoid height was determined by GEOID03.
 MO0036
 MO0036.The dynamic height is computed by dividing the NAVD 88
 MO0036.geopotential number by the normal gravity value computed on the
 MO0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0036.degrees latitude (g = 980.6199 gals.).
 MO0036
 MO0036.The modeled gravity was interpolated from observed gravity values.
 MO0036
 MO0036;                    North         East     Units Scale Factor Converg.
 MO0036;SPC WY E     -   117,611.667   272,341.595   MT  1.00000188   +0 34 31.0
 MO0036;UTM  13      - 4,600,700.559   558,418.513   MT  0.99964200   +0 27 53.0
 MO0036
 MO0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0036!SPC WY E     -   0.99976038  x   1.00000188  =   0.99976226
 MO0036!UTM  13      -   0.99976038  x   0.99964200  =   0.99940246
 MO0036
 MO0036:                Primary Azimuth Mark                     Grid Az
 MO0036:SPC WY E     -  H 8                                      044 22 13.0
 MO0036:UTM  13      -  H 8                                      044 28 51.0
 MO0036
 MO0036|---------------------------------------------------------------------|
 MO0036| PID    Reference Object                     Distance      Geod. Az  |
 MO0036|                                                           dddmmss.s |
 MO0036| MO0033 H 8                                 APPROX. 0.6 KM 0445644.0 |
 MO0036|---------------------------------------------------------------------|
 MO0036
 MO0036                          SUPERSEDED SURVEY CONTROL
 MO0036
 MO0036  NAD 83(1986)-  41 33 21.01317(N)    104 17 58.07601(W) AD(       ) 3
 MO0036  NGVD 29 (??/??/92) 1544.69   (m)         5067.9    (f) COMPUTED    2 0
 MO0036
 MO0036.Superseded values are not recommended for survey control.
 MO0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0036.See file dsdata.txt to determine how the superseded data were derived.
 MO0036
 MO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5841900701(NAD 83)
 MO0036_MARKER: DD = SURVEY DISK
 MO0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0036+STABILITY: SURFACE MOTION
 MO0036
 MO0036  HISTORY     - Date     Condition        Report By
 MO0036  HISTORY     - UNK      MONUMENTED       DOD
 MO0036  HISTORY     - 1960     GOOD             NGS
 MO0036
 MO0036                          STATION DESCRIPTION
 MO0036
 MO0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0036'10.5 MI SW FROM LAGRANGE.
 MO0036'0.35 MILE SOUTH OF THE ROAD LEADING TO MISSILE SITE 549-2, 125
 MO0036'FEET WEST OF THE CENTER OF U.S. HIGHWAY 85, 2 FEET WEST OF THE
 MO0036'FENCE, SET IN THE TOP OF A 6-INCH ROUND CONCRETE POST PROJECTING
 MO0036'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0070 ***********************************************************************
 OV0070  DESIGNATION -  H 40
 OV0070  PID         -  OV0070
 OV0070  STATE/COUNTY-  WY/JOHNSON
 OV0070  USGS QUAD   -  WALL CREEK (1981)
 OV0070
 OV0070                         *CURRENT SURVEY CONTROL
 OV0070  ___________________________________________________________________
 OV0070* NAD 83(1986)-  43 37 05.     (N)    106 34 07.     (W)     SCALED    
 OV0070* NAVD 88     -      1422.119  (meters)    4665.74   (feet)  ADJUSTED  
 OV0070  ___________________________________________________________________
 OV0070  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 OV0070  DYNAMIC HT  -        1421.393 (meters)    4663.35  (feet)  COMP
 OV0070  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 OV0070  OBS GRAVITY -     980,059.4   (mgal)                       GRAV_OBS
 OV0070
 OV0070  VERT ORDER  -  SECOND    CLASS 0
 OV0070
 OV0070.The horizontal coordinates were scaled from a topographic map and have
 OV0070.an estimated accuracy of +/- 6 seconds.
 OV0070
 OV0070.The orthometric height was determined by differential leveling
 OV0070.and adjusted by the National Geodetic Survey in June 1991..
 OV0070
 OV0070.The geoid height was determined by GEOID03.
 OV0070
 OV0070.The dynamic height is computed by dividing the NAVD 88
 OV0070.geopotential number by the normal gravity value computed on the
 OV0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0070.degrees latitude (g = 980.6199 gals.).
 OV0070
 OV0070.The modeled gravity was interpolated from observed gravity values.
 OV0070.The observed gravity was obtained from relative gravimeter ties
 OV0070.to the IGSN71 gravity network.
 OV0070
 OV0070;                    North         East    Units  Estimated Accuracy
 OV0070;SPC WYEC     -   446,600.      461,720.      MT  (+/- 180 meters Scaled)
 OV0070
 OV0070                          SUPERSEDED SURVEY CONTROL
 OV0070
 OV0070  NGVD 29 (??/??/92) 1421.331  (m)         4663.15   (f) ADJ UNCH    2 0
 OV0070
 OV0070.Superseded values are not recommended for survey control.
 OV0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0070.See file dsdata.txt to determine how the superseded data were derived.
 OV0070
 OV0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ734306(NAD 83)
 OV0070_MARKER: DB = BENCH MARK DISK
 OV0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0070_STAMPING: H 40 1934
 OV0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0070+STABILITY: SURFACE MOTION
 OV0070
 OV0070  HISTORY     - Date     Condition        Report By
 OV0070  HISTORY     - 1934     MONUMENTED       CGS
 OV0070  HISTORY     - 1946     GOOD             NGS
 OV0070
 OV0070                          STATION DESCRIPTION
 OV0070
 OV0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0070'8.0 MI S FROM KAYCEE.
 OV0070'8.0 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY, 0.4
 OV0070'MILE SOUTHEAST OF SOUTH POWDER RIVER, 100 FEET SOUTHEAST OF A DRAW,
 OV0070'51.7 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 FEET
 OV0070'NORTHEAST OF A FENCE.  A STANDARD DISK, STAMPED H 40 1934 AND SET IN
 OV0070'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0175 ***********************************************************************
 OX0175  DESIGNATION -  H 41
 OX0175  PID         -  OX0175
 OX0175  STATE/COUNTY-  WY/TETON
 OX0175  USGS QUAD   -  JENNY LAKE (1968)
 OX0175
 OX0175                         *CURRENT SURVEY CONTROL
 OX0175  ___________________________________________________________________
 OX0175* NAD 83(1986)-  43 48 00.     (N)    110 40 23.     (W)     SCALED    
 OX0175* NAVD 88     -      2099.576  (meters)    6888.36   (feet)  ADJUSTED  
 OX0175  ___________________________________________________________________
 OX0175  GEOID HEIGHT-          -8.96  (meters)                     GEOID03
 OX0175  DYNAMIC HT  -        2098.173 (meters)    6883.76  (feet)  COMP
 OX0175  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 OX0175
 OX0175  VERT ORDER  -  SECOND    CLASS 0
 OX0175
 OX0175.The horizontal coordinates were scaled from a topographic map and have
 OX0175.an estimated accuracy of +/- 6 seconds.
 OX0175
 OX0175.The orthometric height was determined by differential leveling
 OX0175.and adjusted by the National Geodetic Survey in June 1991..
 OX0175
 OX0175.The geoid height was determined by GEOID03.
 OX0175
 OX0175.The dynamic height is computed by dividing the NAVD 88
 OX0175.geopotential number by the normal gravity value computed on the
 OX0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0175.degrees latitude (g = 980.6199 gals.).
 OX0175
 OX0175.The modeled gravity was interpolated from observed gravity values.
 OX0175
 OX0175;                    North         East    Units  Estimated Accuracy
 OX0175;SPC WY W     -   466,700.      752,550.      MT  (+/- 180 meters Scaled)
 OX0175
 OX0175                          SUPERSEDED SURVEY CONTROL
 OX0175
 OX0175  NGVD 29 (??/??/92) 2098.268  (m)         6884.07   (f) ADJ UNCH    2 0
 OX0175
 OX0175.Superseded values are not recommended for survey control.
 OX0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0175.See file dsdata.txt to determine how the superseded data were derived.
 OX0175
 OX0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP263497(NAD 83)
 OX0175_MARKER: DB = BENCH MARK DISK
 OX0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0175_SP_SET: CULVERT
 OX0175_STAMPING: H 41 1934
 OX0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0175
 OX0175  HISTORY     - Date     Condition        Report By
 OX0175  HISTORY     - 1934     MONUMENTED       CGS
 OX0175
 OX0175                          STATION DESCRIPTION
 OX0175
 OX0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0175'24.2 MI N FROM JACKSON.
 OX0175'ABOUT 24.2 MILES NORTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON
 OX0175'COUNTY, ABOUT 7.0 MILES SOUTH OF MORAN, ABOUT 2.7 MILES NORTH OF THE
 OX0175'BOUNDARY OF THE TETON NATIONAL FOREST, ABOUT 0.3 MILE NORTH OF THE
 OX0175'ENTRANCE TO THE TETON NATIONAL PARK, AT A CONCRETE CULVERT, IN THE TOP
 OX0175'OF THE NORTH HEAD WALL, 18.4 FEET NORTH OF THE CENTER LINE OF THE
 OX0175'HIGHWAY, AND ABOUT 3.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 OX0175'STAMPED H 41 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0012 ***********************************************************************
 OX0012  DESIGNATION -  H 42
 OX0012  PID         -  OX0012
 OX0012  STATE/COUNTY-  WY/TETON
 OX0012  USGS QUAD   -  ANGLE MOUNTAIN (1996)
 OX0012
 OX0012                         *CURRENT SURVEY CONTROL
 OX0012  ___________________________________________________________________
 OX0012* NAD 83(1986)-  43 48 45.     (N)    110 10 40.     (W)     SCALED    
 OX0012* NAVD 88     -      2637.730  (meters)    8653.95   (feet)  ADJUSTED  
 OX0012  ___________________________________________________________________
 OX0012  GEOID HEIGHT-          -8.06  (meters)                     GEOID03
 OX0012  DYNAMIC HT  -        2635.686 (meters)    8647.25  (feet)  COMP
 OX0012  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 OX0012
 OX0012  VERT ORDER  -  SECOND    CLASS 0
 OX0012
 OX0012.The horizontal coordinates were scaled from a topographic map and have
 OX0012.an estimated accuracy of +/- 6 seconds.
 OX0012
 OX0012.The orthometric height was determined by differential leveling
 OX0012.and adjusted by the National Geodetic Survey in June 1991..
 OX0012
 OX0012.The geoid height was determined by GEOID03.
 OX0012
 OX0012.The dynamic height is computed by dividing the NAVD 88
 OX0012.geopotential number by the normal gravity value computed on the
 OX0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0012.degrees latitude (g = 980.6199 gals.).
 OX0012
 OX0012.The modeled gravity was interpolated from observed gravity values.
 OX0012
 OX0012;                    North         East    Units  Estimated Accuracy
 OX0012;SPC WY W     -   467,920.      792,400.      MT  (+/- 180 meters Scaled)
 OX0012
 OX0012                          SUPERSEDED SURVEY CONTROL
 OX0012
 OX0012  NGVD 29 (??/??/92) 2636.272  (m)         8649.17   (f) ADJ UNCH    2 0
 OX0012
 OX0012.Superseded values are not recommended for survey control.
 OX0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0012.See file dsdata.txt to determine how the superseded data were derived.
 OX0012
 OX0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP661513(NAD 83)
 OX0012_MARKER: DB = BENCH MARK DISK
 OX0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0012_STAMPING: H 42 1934
 OX0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0012+STABILITY: SURFACE MOTION
 OX0012
 OX0012  HISTORY     - Date     Condition        Report By
 OX0012  HISTORY     - 1934     MONUMENTED       CGS
 OX0012  HISTORY     - 1965     POOR             USGS
 OX0012
 OX0012                          STATION DESCRIPTION
 OX0012
 OX0012'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0012'28.4 MI E FROM MORAN.
 OX0012'28.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, TETON
 OX0012'COUNTY, 27.1 MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY 187, 9.6
 OX0012'MILES EAST OF THE BRIDGE OVER BUFFALO FORK CREEK, 7.8 MILES WEST OF
 OX0012'THE TOGWOTEE PASS, 1.5 MILES EAST OF THE TOGWOTEE LODGE, 0.9 MILE WEST
 OX0012'OF BRIDGE OVER A CREEK, 139.0 FEET NORTH OF A STONE CULVERT OVER A
 OX0012'SMALL CREEK, 40.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 OX0012'ABOUT 3.0 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H 42
 OX0012'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY IS NOW
 OX0012'PAVED AND IS NOS. 26 AND 287.  THE MARK HAS APPARENTLY BEEN HIT BY
 OX0012'ROAD MACHINERY AND IS LEANING SLIGHTLY TO THE NW AND MAY BE BROKEN
 OX0012'BELOW THE TOP OF THE GROUND.  (USGS REPORT)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0098 ***********************************************************************
 NS0098  DESIGNATION -  H 43
 NS0098  PID         -  NS0098
 NS0098  STATE/COUNTY-  WY/SWEETWATER
 NS0098  USGS QUAD   -  BIG SANDY RESERVOIR (1969)
 NS0098
 NS0098                         *CURRENT SURVEY CONTROL
 NS0098  ___________________________________________________________________
 NS0098* NAD 83(1986)-  42 15 05.     (N)    109 27 30.     (W)     SCALED    
 NS0098* NAVD 88     -      2075.682  (meters)    6809.97   (feet)  ADJUSTED  
 NS0098  ___________________________________________________________________
 NS0098  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 NS0098  DYNAMIC HT  -        2073.932 (meters)    6804.23  (feet)  COMP
 NS0098  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 NS0098
 NS0098  VERT ORDER  -  FIRST     CLASS II
 NS0098
 NS0098.The horizontal coordinates were scaled from a topographic map and have
 NS0098.an estimated accuracy of +/- 6 seconds.
 NS0098
 NS0098.The orthometric height was determined by differential leveling
 NS0098.and adjusted by the National Geodetic Survey in June 1991..
 NS0098
 NS0098.The geoid height was determined by GEOID03.
 NS0098
 NS0098.The dynamic height is computed by dividing the NAVD 88
 NS0098.geopotential number by the normal gravity value computed on the
 NS0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0098.degrees latitude (g = 980.6199 gals.).
 NS0098
 NS0098.The modeled gravity was interpolated from observed gravity values.
 NS0098
 NS0098;                    North         East    Units  Estimated Accuracy
 NS0098;SPC WYWC     -   194,740.      541,550.      MT  (+/- 180 meters Scaled)
 NS0098
 NS0098                          SUPERSEDED SURVEY CONTROL
 NS0098
 NS0098  NGVD 29 (??/??/92) 2074.358  (m)         6805.62   (f) ADJ UNCH    1 2
 NS0098
 NS0098.Superseded values are not recommended for survey control.
 NS0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0098.See file dsdata.txt to determine how the superseded data were derived.
 NS0098
 NS0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM271788(NAD 83)
 NS0098_MARKER: DB = BENCH MARK DISK
 NS0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0098_STAMPING: H 43 1934
 NS0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0098+STABILITY: SURFACE MOTION
 NS0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0098+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 NS0098
 NS0098  HISTORY     - Date     Condition        Report By
 NS0098  HISTORY     - 1934     MONUMENTED       CGS
 NS0098  HISTORY     - 1969     GOOD             NGS
 NS0098  HISTORY     - 20010601 GOOD             WYDT
 NS0098
 NS0098                          STATION DESCRIPTION
 NS0098
 NS0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0098'9.9 MI NW FROM FARSON.
 NS0098'IN SWEETWATER COUNTY, ABOUT 9.9 MILES NORTHWEST ALONG U.S. HIGHWAY 187
 NS0098'FROM THE HOTEL AT FARSON, SWEETWATER COUNTY, ABOUT 36.3 MILES
 NS0098'SOUTHEAST OF THE POST OFFICE AT BOULDER, SUBLETTE COUNTY, ON A SLIGHT
 NS0098'RISE, 53 FEET SOUTHWEST OF POLE 301, 35 FEET NORTHEAST OF THE CENTER
 NS0098'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 NS0098'DISK, STAMPED H 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NS0098
 NS0098                          STATION RECOVERY (1969)
 NS0098
 NS0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NS0098'RECOVERED IN GOOD CONDITION.
 NS0098
 NS0098                          STATION RECOVERY (2001)
 NS0098
 NS0098'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 2001
 NS0098'FROM MILE POST 49.56 NORTH OF FARSON ON US HIGHWAY 191, TURN RIGHT
 NS0098'(EAST) ONTO A GRAVEL ROAD, MARKEDBIG SANDY RECREATION AREA, FOLLOW
 NS0098'GRAVEL ROAD FOR 0.98 MILES TO A CROSSROAD (2 TRACK) TURN LEFT (NORTH)
 NS0098'GO 0.58 MILES THROUGH GATE IN A EAST-WEST FENCE LINE, CONTINUE
 NS0098'FOLLOWING 2 TRACK FOR 0.39 MILES TO POINT ON RIGHT, POINT IS 27 FT.
 NS0098'EAST OF CENTERLINE OF 2 TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0133 ***********************************************************************
 NS0133  DESIGNATION -  H 44
 NS0133  PID         -  NS0133
 NS0133  STATE/COUNTY-  WY/SUBLETTE
 NS0133  USGS QUAD   -  PINEDALE (1980)
 NS0133
 NS0133                         *CURRENT SURVEY CONTROL
 NS0133  ___________________________________________________________________
 NS0133* NAD 83(1986)-  42 51 31.     (N)    109 51 23.     (W)     SCALED    
 NS0133* NAVD 88     -      2181.983  (meters)    7158.72   (feet)  ADJUSTED  
 NS0133  ___________________________________________________________________
 NS0133  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 NS0133  DYNAMIC HT  -        2180.194 (meters)    7152.85  (feet)  COMP
 NS0133  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 NS0133
 NS0133  VERT ORDER  -  FIRST     CLASS II
 NS0133
 NS0133.The horizontal coordinates were scaled from a topographic map and have
 NS0133.an estimated accuracy of +/- 6 seconds.
 NS0133
 NS0133.The orthometric height was determined by differential leveling
 NS0133.and adjusted by the National Geodetic Survey in June 1991..
 NS0133
 NS0133.The geoid height was determined by GEOID03.
 NS0133
 NS0133.The dynamic height is computed by dividing the NAVD 88
 NS0133.geopotential number by the normal gravity value computed on the
 NS0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0133.degrees latitude (g = 980.6199 gals.).
 NS0133
 NS0133.The modeled gravity was interpolated from observed gravity values.
 NS0133
 NS0133;                    North         East    Units  Estimated Accuracy
 NS0133;SPC WY W     -   361,970.      818,550.      MT  (+/- 180 meters Scaled)
 NS0133
 NS0133                          SUPERSEDED SURVEY CONTROL
 NS0133
 NS0133  NGVD 29 (??/??/92) 2180.546  (m)         7154.01   (f) ADJ UNCH    1 2
 NS0133
 NS0133.Superseded values are not recommended for survey control.
 NS0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0133.See file dsdata.txt to determine how the superseded data were derived.
 NS0133
 NS0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN934457(NAD 83)
 NS0133_MARKER: DB = BENCH MARK DISK
 NS0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0133_STAMPING: H 44 1934
 NS0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0133+STABILITY: SURFACE MOTION
 NS0133
 NS0133  HISTORY     - Date     Condition        Report By
 NS0133  HISTORY     - 1934     MONUMENTED       CGS
 NS0133  HISTORY     - 1964     GOOD             USGS
 NS0133
 NS0133                          STATION DESCRIPTION
 NS0133
 NS0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0133'11.1 MI N FROM BOULDER.
 NS0133'ABOUT 11.1 MILES NORTH ALONG U.S. HIGHWAY 187 FROM THE POST OFFICE AT
 NS0133'BOULDER, SUBLETTE COUNTY, ABOUT 0.6 MILE SOUTH OF THE COURTHOUSE AT
 NS0133'PINEDALE, ABOUT 400 FEET NORTH OF A RAIL FENCE PERPENDICULAR TO THE
 NS0133'HIGHWAY LEADING UP ON THE EAST-AND-WEST SHOULDERS OF THE HIGHWAY
 NS0133'BEFORE ENDING, 41.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3.0
 NS0133'FEET WEST OF A FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 NS0133'DISK, STAMPED H 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NS0133
 NS0133                          STATION RECOVERY (1964)
 NS0133
 NS0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NS0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0085 ***********************************************************************
 OX0085  DESIGNATION -  H 46
 OX0085  PID         -  OX0085
 OX0085  STATE/COUNTY-  WY/TETON
 OX0085  USGS QUAD   -  JACKSON (1996)
 OX0085
 OX0085                         *CURRENT SURVEY CONTROL
 OX0085  ___________________________________________________________________
 OX0085* NAD 83(1986)-  43 25 22.     (N)    110 46 36.     (W)     SCALED    
 OX0085* NAVD 88     -      1870.125  (meters)    6135.57   (feet)  ADJUSTED  
 OX0085  ___________________________________________________________________
 OX0085  GEOID HEIGHT-          -9.93  (meters)                     GEOID03
 OX0085  DYNAMIC HT  -        1868.857 (meters)    6131.41  (feet)  COMP
 OX0085  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 OX0085
 OX0085  VERT ORDER  -  FIRST     CLASS II
 OX0085
 OX0085.The horizontal coordinates were scaled from a topographic map and have
 OX0085.an estimated accuracy of +/- 6 seconds.
 OX0085
 OX0085.The orthometric height was determined by differential leveling
 OX0085.and adjusted by the National Geodetic Survey in June 1991..
 OX0085
 OX0085.The geoid height was determined by GEOID03.
 OX0085
 OX0085.The dynamic height is computed by dividing the NAVD 88
 OX0085.geopotential number by the normal gravity value computed on the
 OX0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0085.degrees latitude (g = 980.6199 gals.).
 OX0085
 OX0085.The modeled gravity was interpolated from observed gravity values.
 OX0085
 OX0085;                    North         East    Units  Estimated Accuracy
 OX0085;SPC WY W     -   424,850.      743,860.      MT  (+/- 180 meters Scaled)
 OX0085
 OX0085                          SUPERSEDED SURVEY CONTROL
 OX0085
 OX0085  NGVD 29 (??/??/92) 1868.824  (m)         6131.30   (f) ADJ UNCH    1 2
 OX0085
 OX0085.Superseded values are not recommended for survey control.
 OX0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0085.See file dsdata.txt to determine how the superseded data were derived.
 OX0085
 OX0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP180077(NAD 83)
 OX0085_MARKER: DB = BENCH MARK DISK
 OX0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0085_STAMPING: H 46 1934
 OX0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0085+STABILITY: SURFACE MOTION
 OX0085
 OX0085  HISTORY     - Date     Condition        Report By
 OX0085  HISTORY     - 1934     MONUMENTED       CGS
 OX0085  HISTORY     - 1960     MARK NOT FOUND   NGS
 OX0085
 OX0085                          STATION DESCRIPTION
 OX0085
 OX0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0085'5.4 MI S FROM JACKSON.
 OX0085'5.4 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0085'ABOUT 3.9 MILES SOUTH OF THE JUNCTION WITH STATE HIGHWAY 22, ABOUT 2.6
 OX0085'MILES NORTH OF GAME CREEK, ABOUT 0.4 MILE SOUTH OF A SHELL GASOLINE
 OX0085'STATION, ON THE TOP OF A CUT, 31.0 FEET NORTHEAST OF THE CENTER LINE
 OX0085'OF THE HIGHWAY, AND ABOUT 5.0 FEET HIGHER THAN THE ROAD. A STANDARD
 OX0085'DISK, STAMPED H 46 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 OX0085'AREA HAS BEEN RECENTLY GRADED WITH TRACTORS AND SCRAPERS TO MAKE WAY
 OX0085'FOR BUILDING AND PROBABLY WAS DESTROYED.
 OX0085
 OX0085                          STATION RECOVERY (1960)
 OX0085
 OX0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 OX0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0118 ***********************************************************************
 OW0118  DESIGNATION -  H 47
 OW0118  PID         -  OW0118
 OW0118  STATE/COUNTY-  WY/FREMONT
 OW0118  USGS QUAD   -  BLUE HOLES (1991)
 OW0118
 OW0118                         *CURRENT SURVEY CONTROL
 OW0118  ___________________________________________________________________
 OW0118* NAD 83(1986)-  43 25 21.     (N)    109 22 55.     (W)     SCALED    
 OW0118* NAVD 88     -      1958.217  (meters)    6424.58   (feet)  ADJUSTED  
 OW0118  ___________________________________________________________________
 OW0118  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 OW0118  DYNAMIC HT  -        1956.926 (meters)    6420.35  (feet)  COMP
 OW0118  MODELED GRAV-     979,890.7   (mgal)                       NAVD 88
 OW0118
 OW0118  VERT ORDER  -  SECOND    CLASS 0
 OW0118
 OW0118.The horizontal coordinates were scaled from a topographic map and have
 OW0118.an estimated accuracy of +/- 6 seconds.
 OW0118
 OW0118.The orthometric height was determined by differential leveling
 OW0118.and adjusted by the National Geodetic Survey in June 1991..
 OW0118
 OW0118.The geoid height was determined by GEOID03.
 OW0118
 OW0118.The dynamic height is computed by dividing the NAVD 88
 OW0118.geopotential number by the normal gravity value computed on the
 OW0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0118.degrees latitude (g = 980.6199 gals.).
 OW0118
 OW0118.The modeled gravity was interpolated from observed gravity values.
 OW0118
 OW0118;                    North         East    Units  Estimated Accuracy
 OW0118;SPC WYWC     -   324,780.      548,830.      MT  (+/- 180 meters Scaled)
 OW0118
 OW0118                          SUPERSEDED SURVEY CONTROL
 OW0118
 OW0118  NGVD 29 (??/??/92) 1957.122  (m)         6420.99   (f) ADJ UNCH    2 0
 OW0118
 OW0118.Superseded values are not recommended for survey control.
 OW0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0118.See file dsdata.txt to determine how the superseded data were derived.
 OW0118
 OW0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP309090(NAD 83)
 OW0118_MARKER: DB = BENCH MARK DISK
 OW0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0118_STAMPING: H 47 1934
 OW0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0118+STABILITY: SURFACE MOTION
 OW0118
 OW0118  HISTORY     - Date     Condition        Report By
 OW0118  HISTORY     - 1934     MONUMENTED       CGS
 OW0118
 OW0118                          STATION DESCRIPTION
 OW0118
 OW0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0118'18.0 MI E FROM DUBOIS.
 OW0118'ABOUT 18.0 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0118'DUBOIS, FREMONT COUNTY, ABOUT 3.3 MILES EAST OF LITTLE RED CREEK,
 OW0118'ABOUT 0.8 MILE WEST OF SACAJAWEA LODGE, 55.9 FEET NORTH OF THE CENTER
 OW0118'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 OW0118'DISK, STAMPED H 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0095 ***********************************************************************
 OW0095  DESIGNATION -  H 48
 OW0095  PID         -  OW0095
 OW0095  STATE/COUNTY-  WY/FREMONT
 OW0095  USGS QUAD   -  PAVILLION (1958)
 OW0095
 OW0095                         *CURRENT SURVEY CONTROL
 OW0095  ___________________________________________________________________
 OW0095* NAD 83(1986)-  43 10 15.     (N)    108 43 39.     (W)     SCALED    
 OW0095* NAVD 88     -      1632.986  (meters)    5357.55   (feet)  ADJUSTED  
 OW0095  ___________________________________________________________________
 OW0095  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 OW0095  DYNAMIC HT  -        1631.909 (meters)    5354.02  (feet)  COMP
 OW0095  MODELED GRAV-     979,903.7   (mgal)                       NAVD 88
 OW0095
 OW0095  VERT ORDER  -  SECOND    CLASS 0
 OW0095
 OW0095.The horizontal coordinates were scaled from a topographic map and have
 OW0095.an estimated accuracy of +/- 6 seconds.
 OW0095
 OW0095.The orthometric height was determined by differential leveling
 OW0095.and adjusted by the National Geodetic Survey in June 1991..
 OW0095
 OW0095.The geoid height was determined by GEOID03.
 OW0095
 OW0095.The dynamic height is computed by dividing the NAVD 88
 OW0095.geopotential number by the normal gravity value computed on the
 OW0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0095.degrees latitude (g = 980.6199 gals.).
 OW0095
 OW0095.The modeled gravity was interpolated from observed gravity values.
 OW0095
 OW0095;                    North         East    Units  Estimated Accuracy
 OW0095;SPC WYWC     -   296,630.      601,830.      MT  (+/- 180 meters Scaled)
 OW0095
 OW0095                          SUPERSEDED SURVEY CONTROL
 OW0095
 OW0095  NGVD 29 (??/??/92) 1631.969  (m)         5354.22   (f) ADJ UNCH    2 0
 OW0095
 OW0095.Superseded values are not recommended for survey control.
 OW0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0095.See file dsdata.txt to determine how the superseded data were derived.
 OW0095
 OW0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN847822(NAD 83)
 OW0095_MARKER: DB = BENCH MARK DISK
 OW0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0095_STAMPING: H 48 1934
 OW0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0095+STABILITY: SURFACE MOTION
 OW0095
 OW0095  HISTORY     - Date     Condition        Report By
 OW0095  HISTORY     - 1934     MONUMENTED       CGS
 OW0095
 OW0095                          STATION DESCRIPTION
 OW0095
 OW0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0095'62.8 MI E FROM DUBOIS.
 OW0095'ABOUT 62.8 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0095'DUBOIS, FREMONT COUNTY, ABOUT 20.2 MILES WEST OF RIVERTON, ABOUT 14.2
 OW0095'MILES EAST OF THE WIND RIVER DIVERSION DAM, ABOUT 2.0 MILES EAST OF
 OW0095'THE PILOT BUTTE SPILLWAY, ABOUT 0.3 MILE WEST OF A FARMHOUSE SOUTH OF
 OW0095'THE HIGHWAY, 74.1 FEET WEST OF THE POINT OF TANGENCY TO AN IRRIGATION
 OW0095'DITCH, 70.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 2.4 FEET
 OW0095'NORTH OF A FENCE LINE.  A STANDARD DISK, STAMPED H 48 1934 AND SET IN
 OW0095'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0101 ***********************************************************************
 OW0101  DESIGNATION -  H 49
 OW0101  PID         -  OW0101
 OW0101  STATE/COUNTY-  WY/HOT SPRINGS
 OW0101  USGS QUAD   -  HAMILTON DOME (1985)
 OW0101
 OW0101                         *CURRENT SURVEY CONTROL
 OW0101  ___________________________________________________________________
 OW0101* NAD 83(1986)-  43 46 03.     (N)    108 34 26.     (W)     SCALED    
 OW0101* NAVD 88     -      1705.540  (meters)    5595.59   (feet)  ADJUSTED  
 OW0101  ___________________________________________________________________
 OW0101  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 OW0101  DYNAMIC HT  -        1704.576 (meters)    5592.43  (feet)  COMP
 OW0101  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 OW0101
 OW0101  VERT ORDER  -  SECOND    CLASS 0
 OW0101
 OW0101.The horizontal coordinates were scaled from a topographic map and have
 OW0101.an estimated accuracy of +/- 6 seconds.
 OW0101
 OW0101.The orthometric height was determined by differential leveling
 OW0101.and adjusted by the National Geodetic Survey in June 1991..
 OW0101
 OW0101.The geoid height was determined by GEOID03.
 OW0101
 OW0101.The dynamic height is computed by dividing the NAVD 88
 OW0101.geopotential number by the normal gravity value computed on the
 OW0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0101.degrees latitude (g = 980.6199 gals.).
 OW0101
 OW0101.The modeled gravity was interpolated from observed gravity values.
 OW0101
 OW0101;                    North         East    Units  Estimated Accuracy
 OW0101;SPC WYWC     -   362,930.      614,180.      MT  (+/- 180 meters Scaled)
 OW0101
 OW0101                          SUPERSEDED SURVEY CONTROL
 OW0101
 OW0101  NGVD 29 (??/??/92) 1704.604  (m)         5592.52   (f) ADJ UNCH    2 0
 OW0101
 OW0101.Superseded values are not recommended for survey control.
 OW0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0101.See file dsdata.txt to determine how the superseded data were derived.
 OW0101
 OW0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP952489(NAD 83)
 OW0101_MARKER: DB = BENCH MARK DISK
 OW0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0101_STAMPING: H 49 1934
 OW0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0101+STABILITY: SURFACE MOTION
 OW0101
 OW0101  HISTORY     - Date     Condition        Report By
 OW0101  HISTORY     - 1934     MONUMENTED       CGS
 OW0101  HISTORY     - 1982     GOOD             LOCSUR
 OW0101
 OW0101                          STATION DESCRIPTION
 OW0101
 OW0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0101'21.9 MI W FROM THERMOPOLIS.
 OW0101'ABOUT 21.9 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0101'THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 0.5 MILE SOUTHWEST OF THE POST
 OW0101'OFFICE AT HAMILTON DOME, ABOUT 3.8 MILES WEST OF THE ROAD LEADING TO
 OW0101'THE PADLOCK RANCH, 46 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 OW0101'40 FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED H 49 1934 AND
 OW0101'SET IN THE TOP OF A CONCRETE POST.
 OW0101
 OW0101                          STATION RECOVERY (1982)
 OW0101
 OW0101'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 OW0101'CHANGE: ABOUT 0.5 MILE SOUTHWEST OF THE POST OFFICE AT HAMILTON DOME
 OW0101'ALONG STATE HIGHWAY 170 LEADING TO THE ARAPAHOE RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0486 ***********************************************************************
 NT0486  DESIGNATION -  H 51
 NT0486  PID         -  NT0486
 NT0486  STATE/COUNTY-  WY/LINCOLN
 NT0486  USGS QUAD   -  FONTENELLE RESERVOIR SW (1968)
 NT0486
 NT0486                         *CURRENT SURVEY CONTROL
 NT0486  ___________________________________________________________________
 NT0486* NAD 83(1986)-  42 00 20.     (N)    110 09 53.     (W)     SCALED    
 NT0486* NAVD 88     -      2037.974  (meters)    6686.25   (feet)  ADJUSTED  
 NT0486  ___________________________________________________________________
 NT0486  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NT0486  DYNAMIC HT  -        2036.278 (meters)    6680.69  (feet)  COMP
 NT0486  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 NT0486
 NT0486  VERT ORDER  -  SECOND    CLASS 0
 NT0486
 NT0486.The horizontal coordinates were scaled from a topographic map and have
 NT0486.an estimated accuracy of +/- 6 seconds.
 NT0486
 NT0486.The orthometric height was determined by differential leveling
 NT0486.and adjusted by the National Geodetic Survey in June 1991..
 NT0486
 NT0486.The geoid height was determined by GEOID03.
 NT0486
 NT0486.The dynamic height is computed by dividing the NAVD 88
 NT0486.geopotential number by the normal gravity value computed on the
 NT0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0486.degrees latitude (g = 980.6199 gals.).
 NT0486
 NT0486.The modeled gravity was interpolated from observed gravity values.
 NT0486
 NT0486;                    North         East    Units  Estimated Accuracy
 NT0486;SPC WY W     -   267,200.      793,260.      MT  (+/- 180 meters Scaled)
 NT0486
 NT0486                          SUPERSEDED SURVEY CONTROL
 NT0486
 NT0486  NGVD 29 (??/??/92) 2036.63   (m)         6681.8    (f) COMPUTED    2 0
 NT0486
 NT0486.Superseded values are not recommended for survey control.
 NT0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0486.See file dsdata.txt to determine how the superseded data were derived.
 NT0486
 NT0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM691507(NAD 83)
 NT0486_MARKER: DB = BENCH MARK DISK
 NT0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0486_STAMPING: H 51 1934
 NT0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0486+STABILITY: SURFACE MOTION
 NT0486
 NT0486  HISTORY     - Date     Condition        Report By
 NT0486  HISTORY     - 1934     MONUMENTED       CGS
 NT0486  HISTORY     - 1958     MARK NOT FOUND   NGS
 NT0486
 NT0486                          STATION DESCRIPTION
 NT0486
 NT0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0486'20.3 MI S FROM TULSA.
 NT0486'ABOUT 20.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 NT0486'TULSA, LINCOLN COUNTY, ABOUT 14.2 MILES SOUTHWEST OF NAMES HILL, 78
 NT0486'FEET SOUTH OF THE SOUTH END OF A SMALL TIMBER BRIDGE, AND 54 FEET WEST
 NT0486'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 51 1934
 NT0486'AND SET IN THE TOP OF A CONCRETE POST.
 NT0486
 NT0486                          STATION RECOVERY (1958)
 NT0486
 NT0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NT0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0040 ***********************************************************************
 MR0040  DESIGNATION -  H 52
 MR0040  PID         -  MR0040
 MR0040  STATE/COUNTY-  WY/LINCOLN
 MR0040  USGS QUAD   -  WILLOW SPRINGS (1969)
 MR0040
 MR0040                         *CURRENT SURVEY CONTROL
 MR0040  ___________________________________________________________________
 MR0040* NAD 83(1986)-  41 45 38.     (N)    110 23 26.     (W)     SCALED    
 MR0040* NAVD 88     -      2047.775  (meters)    6718.41   (feet)  ADJUSTED  
 MR0040  ___________________________________________________________________
 MR0040  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 MR0040  DYNAMIC HT  -        2046.011 (meters)    6712.62  (feet)  COMP
 MR0040  MODELED GRAV-     979,688.6   (mgal)                       NAVD 88
 MR0040
 MR0040  VERT ORDER  -  SECOND    CLASS 0
 MR0040
 MR0040.The horizontal coordinates were scaled from a topographic map and have
 MR0040.an estimated accuracy of +/- 6 seconds.
 MR0040
 MR0040.The orthometric height was determined by differential leveling
 MR0040.and adjusted by the National Geodetic Survey in June 1991..
 MR0040
 MR0040.The geoid height was determined by GEOID03.
 MR0040
 MR0040.The dynamic height is computed by dividing the NAVD 88
 MR0040.geopotential number by the normal gravity value computed on the
 MR0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0040.degrees latitude (g = 980.6199 gals.).
 MR0040
 MR0040.The modeled gravity was interpolated from observed gravity values.
 MR0040
 MR0040;                    North         East    Units  Estimated Accuracy
 MR0040;SPC WY W     -   240,030.      774,450.      MT  (+/- 180 meters Scaled)
 MR0040
 MR0040                          SUPERSEDED SURVEY CONTROL
 MR0040
 MR0040  NGVD 29 (??/??/92) 2046.41   (m)         6713.9    (f) COMPUTED    2 0
 MR0040
 MR0040.Superseded values are not recommended for survey control.
 MR0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0040.See file dsdata.txt to determine how the superseded data were derived.
 MR0040
 MR0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM506233(NAD 83)
 MR0040_MARKER: DB = BENCH MARK DISK
 MR0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0040_SP_SET: ABUTMENT
 MR0040_STAMPING: H 52 1934
 MR0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0040
 MR0040  HISTORY     - Date     Condition        Report By
 MR0040  HISTORY     - 1934     MONUMENTED       CGS
 MR0040
 MR0040                          STATION DESCRIPTION
 MR0040
 MR0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0040'3.6 MI W FROM OPAL.
 MR0040'ABOUT 1.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0040'AT FOLGER, LINCOLN COUNTY, ABOUT 3.6 MILES WEST OF THE STATION AT
 MR0040'OPAL, ABOUT 740 FEET WEST OF MILEPOST 28, AT BRIDGE 28.11, IN THE TOP
 MR0040'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT, 0.6 FOOT WEST OF THE
 MR0040'EAST FACE OF THE ABUTMENT, 7.0 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 MR0040'1.3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0111 ***********************************************************************
 OU0111  DESIGNATION -  H 53
 OU0111  PID         -  OU0111
 OU0111  STATE/COUNTY-  WY/NIOBRARA
 OU0111  USGS QUAD   -  REDBIRD (1981)
 OU0111
 OU0111                         *CURRENT SURVEY CONTROL
 OU0111  ___________________________________________________________________
 OU0111* NAD 83(1986)-  43 14 35.     (N)    104 17 12.     (W)     SCALED    
 OU0111* NAVD 88     -      1185.387  (meters)    3889.06   (feet)  ADJUSTED  
 OU0111  ___________________________________________________________________
 OU0111  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 OU0111  DYNAMIC HT  -        1184.839 (meters)    3887.26  (feet)  COMP
 OU0111  MODELED GRAV-     980,116.4   (mgal)                       NAVD 88
 OU0111
 OU0111  VERT ORDER  -  SECOND    CLASS 0
 OU0111
 OU0111.The horizontal coordinates were scaled from a topographic map and have
 OU0111.an estimated accuracy of +/- 6 seconds.
 OU0111
 OU0111.The orthometric height was determined by differential leveling
 OU0111.and adjusted by the National Geodetic Survey in June 1991..
 OU0111
 OU0111.The geoid height was determined by GEOID03.
 OU0111
 OU0111.The dynamic height is computed by dividing the NAVD 88
 OU0111.geopotential number by the normal gravity value computed on the
 OU0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0111.degrees latitude (g = 980.6199 gals.).
 OU0111
 OU0111.The modeled gravity was interpolated from observed gravity values.
 OU0111
 OU0111;                    North         East    Units  Estimated Accuracy
 OU0111;SPC WY E     -   305,030.      271,470.      MT  (+/- 180 meters Scaled)
 OU0111
 OU0111                          SUPERSEDED SURVEY CONTROL
 OU0111
 OU0111  NGVD 29 (??/??/92) 1184.772  (m)         3887.04   (f) ADJ UNCH    2 0
 OU0111
 OU0111.Superseded values are not recommended for survey control.
 OU0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0111.See file dsdata.txt to determine how the superseded data were derived.
 OU0111
 OU0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH579880(NAD 83)
 OU0111_MARKER: DB = BENCH MARK DISK
 OU0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0111_STAMPING: H 53 1934
 OU0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0111+STABILITY: SURFACE MOTION
 OU0111
 OU0111  HISTORY     - Date     Condition        Report By
 OU0111  HISTORY     - 1934     MONUMENTED       CGS
 OU0111
 OU0111                          STATION DESCRIPTION
 OU0111
 OU0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0111'15.7 MI W FROM EDGEMONT.
 OU0111'IN NIOBRARA COUNTY, WYOMING, 15.7 MILES WEST ALONG U.S. HIGHWAY
 OU0111'18 FROM THE POST OFFICE AT EDGEMONT, FALL RIVER COUNTY, SOUTH
 OU0111'DAKOTA, THENCE 9.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 85, 0.2
 OU0111'MILE EAST OF THE BRIDGE OVER OLD WOMAN CREEK, NEAR THE SOUTHEAST
 OU0111'CORNER OF A SERVICE-STATION YARD, 220 FEET NORTHEAST OF THE
 OU0111'STATION, 14 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 OU0111'AND 6 FEET SOUTH OF THE END OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OU0111'DISK, STAMPED H 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0174 ***********************************************************************
 OU0174  DESIGNATION -  H 55
 OU0174  PID         -  OU0174
 OU0174  STATE/COUNTY-  WY/NIOBRARA
 OU0174  USGS QUAD   -  WAGONHOUND CREEK NE (1981)
 OU0174
 OU0174                         *CURRENT SURVEY CONTROL
 OU0174  ___________________________________________________________________
 OU0174* NAD 83(1986)-  43 24 28.     (N)    104 48 03.     (W)     SCALED    
 OU0174* NAVD 88     -      1384.138  (meters)    4541.13   (feet)  ADJUSTED  
 OU0174  ___________________________________________________________________
 OU0174  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 OU0174  DYNAMIC HT  -        1383.417 (meters)    4538.76  (feet)  COMP
 OU0174  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 OU0174
 OU0174  VERT ORDER  -  SECOND    CLASS 0
 OU0174
 OU0174.The horizontal coordinates were scaled from a topographic map and have
 OU0174.an estimated accuracy of +/- 6 seconds.
 OU0174
 OU0174.The orthometric height was determined by differential leveling
 OU0174.and adjusted by the National Geodetic Survey in June 1991..
 OU0174
 OU0174.The geoid height was determined by GEOID03.
 OU0174
 OU0174.The dynamic height is computed by dividing the NAVD 88
 OU0174.geopotential number by the normal gravity value computed on the
 OU0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0174.degrees latitude (g = 980.6199 gals.).
 OU0174
 OU0174.The modeled gravity was interpolated from observed gravity values.
 OU0174
 OU0174;                    North         East    Units  Estimated Accuracy
 OU0174;SPC WY E     -   323,020.      229,630.      MT  (+/- 180 meters Scaled)
 OU0174
 OU0174                          SUPERSEDED SURVEY CONTROL
 OU0174
 OU0174  NGVD 29 (??/??/92) 1383.394  (m)         4538.69   (f) ADJ UNCH    2 0
 OU0174
 OU0174.Superseded values are not recommended for survey control.
 OU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0174.See file dsdata.txt to determine how the superseded data were derived.
 OU0174
 OU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ161061(NAD 83)
 OU0174_MARKER: DB = BENCH MARK DISK
 OU0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0174_STAMPING: H 55 1934
 OU0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0174+STABILITY: SURFACE MOTION
 OU0174
 OU0174  HISTORY     - Date     Condition        Report By
 OU0174  HISTORY     - 1934     MONUMENTED       CGS
 OU0174  HISTORY     - 1957     GOOD             NGS
 OU0174  HISTORY     - 1976     GOOD             USGS
 OU0174
 OU0174                          STATION DESCRIPTION
 OU0174
 OU0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0174'13.8 MI SE FROM DULL CENTER.
 OU0174'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0174'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0174'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0174'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE
 OU0174'3.25 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.15 MILE WEST
 OU0174'OF THE TOP OF A HILL, 395 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OU0174'OF AN OLD LOG CABIN, 320 FEET SOUTH OF A FENCE, 60 FEET NORTH
 OU0174'OF THE CENTER LINE OF A ROAD, 1 FOOT SOUTH OF A WITNESS POST,
 OU0174'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 OU0174'THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 33, TOWNSHIP 40
 OU0174'NORTH, RANGE 66 WEST.
 OU0174
 OU0174                          STATION RECOVERY (1976)
 OU0174
 OU0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0174'NACHTMAN SCHOOL (DULL CENTER) 10.2 MILES EAST FROM, ALONG GRADED
 OU0174'COUNTY ROAD. IN THE NORTHEAST 1/4 OF S. 32., T. 40 N., R. 66 W. 37
 OU0174'FEET EAST OF A TRACK ROAD NORTH AND 60 FEET NORTH OF THE CENTERLINE
 OU0174'OF GRADED ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 OU0174'FOOT ABOVE GROUND. A STANDARD DISK STAMPED "H 55 1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0195 ***********************************************************************
 OU0195  DESIGNATION -  H 56
 OU0195  PID         -  OU0195
 OU0195  STATE/COUNTY-  WY/WESTON
 OU0195  USGS QUAD   -  PODDY CREEK (1982)
 OU0195
 OU0195                         *CURRENT SURVEY CONTROL
 OU0195  ___________________________________________________________________
 OU0195* NAD 83(1986)-  43 32 42.     (N)    104 46 07.     (W)     SCALED    
 OU0195* NAVD 88     -      1301.049  (meters)    4268.52   (feet)  ADJUSTED  
 OU0195  ___________________________________________________________________
 OU0195  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 OU0195  DYNAMIC HT  -        1300.402 (meters)    4266.40  (feet)  COMP
 OU0195  MODELED GRAV-     980,077.5   (mgal)                       NAVD 88
 OU0195
 OU0195  VERT ORDER  -  SECOND    CLASS 0
 OU0195
 OU0195.The horizontal coordinates were scaled from a topographic map and have
 OU0195.an estimated accuracy of +/- 6 seconds.
 OU0195
 OU0195.The orthometric height was determined by differential leveling
 OU0195.and adjusted by the National Geodetic Survey in June 1991..
 OU0195
 OU0195.The geoid height was determined by GEOID03.
 OU0195
 OU0195.The dynamic height is computed by dividing the NAVD 88
 OU0195.geopotential number by the normal gravity value computed on the
 OU0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0195.degrees latitude (g = 980.6199 gals.).
 OU0195
 OU0195.The modeled gravity was interpolated from observed gravity values.
 OU0195
 OU0195;                    North         East    Units  Estimated Accuracy
 OU0195;SPC WY E     -   338,280.      232,170.      MT  (+/- 180 meters Scaled)
 OU0195
 OU0195                          SUPERSEDED SURVEY CONTROL
 OU0195
 OU0195  NGVD 29 (??/??/92) 1300.333  (m)         4266.18   (f) ADJ UNCH    2 0
 OU0195
 OU0195.Superseded values are not recommended for survey control.
 OU0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0195.See file dsdata.txt to determine how the superseded data were derived.
 OU0195
 OU0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ186213(NAD 83)
 OU0195_MARKER: DB = BENCH MARK DISK
 OU0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0195_STAMPING: H 56 1934
 OU0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0195+STABILITY: SURFACE MOTION
 OU0195
 OU0195  HISTORY     - Date     Condition        Report By
 OU0195  HISTORY     - 1934     MONUMENTED       CGS
 OU0195  HISTORY     - 1975     GOOD             USGS
 OU0195
 OU0195                          STATION DESCRIPTION
 OU0195
 OU0195'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 OU0195'5.2 MI SW FROM HAMPSHIRE.
 OU0195'NEWCASTLE, WESTON CO., WYO., JCT. U.S. HWY 16 AND STATE HWY
 OU0195'450 - 3 MILES WEST FROM, THENCE, 25 MILES SOUTHWEST ALONG HWY
 OU0195'450, THENCE, 12.3 MILES SOUTH AND SOUTHWEST ALONG COUNTY ROAD
 OU0195'TO FORK, THENCE, LEFT, 0.9 MILE ALONG GRADED ROAD TO CREST.
 OU0195'990 FEET SSE OF A CATTLEGUARD AND ABOUT 125 FEET SW OF THE
 OU0195'CENTERLINE OF ROAD, ON THE TOP OF RIDGE OVERLOOKING RIVER
 OU0195'VALLEY TO THE SOUTH AND SOUTHWEST.  A STANDARD DISK, STAMPED
 OU0195'H 56 1934 AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OU0195'ABOUT 1.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0266 ***********************************************************************
 OU0266  DESIGNATION -  H 58
 OU0266  PID         -  OU0266
 OU0266  STATE/COUNTY-  WY/CAMPBELL
 OU0266  USGS QUAD   -  RATTLESNAKE DRAW (1984)
 OU0266
 OU0266                         *CURRENT SURVEY CONTROL
 OU0266  ___________________________________________________________________
 OU0266* NAD 83(1986)-  43 39 22.     (N)    105 37 26.     (W)     SCALED    
 OU0266* NAVD 88     -      1596.278  (meters)    5237.12   (feet)  ADJUSTED  
 OU0266  ___________________________________________________________________
 OU0266  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 OU0266  DYNAMIC HT  -        1595.394 (meters)    5234.22  (feet)  COMP
 OU0266  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 OU0266  OBS GRAVITY -     980,010.5   (mgal)                       GRAV_OBS
 OU0266
 OU0266  VERT ORDER  -  SECOND    CLASS 0
 OU0266
 OU0266.The horizontal coordinates were scaled from a topographic map and have
 OU0266.an estimated accuracy of +/- 6 seconds.
 OU0266
 OU0266.The orthometric height was determined by differential leveling
 OU0266.and adjusted by the National Geodetic Survey in June 1991..
 OU0266
 OU0266.The geoid height was determined by GEOID03.
 OU0266
 OU0266.The dynamic height is computed by dividing the NAVD 88
 OU0266.geopotential number by the normal gravity value computed on the
 OU0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0266.degrees latitude (g = 980.6199 gals.).
 OU0266
 OU0266.The modeled gravity was interpolated from observed gravity values.
 OU0266.The observed gravity was obtained from relative gravimeter ties
 OU0266.to the IGSN71 gravity network.
 OU0266
 OU0266;                    North         East    Units  Estimated Accuracy
 OU0266;SPC WY E     -   350,640.      163,120.      MT  (+/- 180 meters Scaled)
 OU0266
 OU0266                          SUPERSEDED SURVEY CONTROL
 OU0266
 OU0266  NGVD 29 (??/??/92) 1595.445  (m)         5234.39   (f) ADJ UNCH    2 0
 OU0266
 OU0266.Superseded values are not recommended for survey control.
 OU0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0266.See file dsdata.txt to determine how the superseded data were derived.
 OU0266
 OU0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ496338(NAD 83)
 OU0266_MARKER: DB = BENCH MARK DISK
 OU0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0266_STAMPING: H 58 1934
 OU0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0266+STABILITY: SURFACE MOTION
 OU0266
 OU0266  HISTORY     - Date     Condition        Report By
 OU0266  HISTORY     - 1934     MONUMENTED       CGS
 OU0266  HISTORY     - 1960     GOOD             USGS
 OU0266
 OU0266                          STATION DESCRIPTION
 OU0266
 OU0266'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 OU0266'12.8 MI SE FROM RENO JUNCTION.
 OU0266'12.8 MI. SE ALONG STATE HWY. 387 FROM RENO JUNCTION, THENCE
 OU0266'2.0 MI. NE ALONG RD. TO COSNER RANCH, NEAR 1/4 CORNER BETWEEN
 OU0266'SECTS. 33 AND 34, T. 43 N., R. 73 W., ABOUT 100 FT. S. OF BEND
 OU0266'IN RD., 32 FT. E. OF CENTER OF RD.  A STD. DISK STAMPED H 58
 OU0266'1934 AND SET IN TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0182 ***********************************************************************
 PV0182  DESIGNATION -  H 60
 PV0182  PID         -  PV0182
 PV0182  STATE/COUNTY-  WY/CROOK
 PV0182  USGS QUAD   -  BRISLAWN SCHOOL (1972)
 PV0182
 PV0182                         *CURRENT SURVEY CONTROL
 PV0182  ___________________________________________________________________
 PV0182* NAD 83(1986)-  44 40 43.     (N)    105 00 51.     (W)     SCALED    
 PV0182* NAVD 88     -      1236.312  (meters)    4056.13   (feet)  ADJUSTED  
 PV0182  ___________________________________________________________________
 PV0182  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 PV0182  DYNAMIC HT  -        1235.859 (meters)    4054.65  (feet)  COMP
 PV0182  MODELED GRAV-     980,207.6   (mgal)                       NAVD 88
 PV0182
 PV0182  VERT ORDER  -  SECOND    CLASS 0
 PV0182
 PV0182.The horizontal coordinates were scaled from a topographic map and have
 PV0182.an estimated accuracy of +/- 6 seconds.
 PV0182
 PV0182.The orthometric height was determined by differential leveling
 PV0182.and adjusted by the National Geodetic Survey in June 1991..
 PV0182
 PV0182.The geoid height was determined by GEOID03.
 PV0182
 PV0182.The dynamic height is computed by dividing the NAVD 88
 PV0182.geopotential number by the normal gravity value computed on the
 PV0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0182.degrees latitude (g = 980.6199 gals.).
 PV0182
 PV0182.The modeled gravity was interpolated from observed gravity values.
 PV0182
 PV0182;                    North         East    Units  Estimated Accuracy
 PV0182;SPC WY E     -   464,160.      212,090.      MT  (+/- 180 meters Scaled)
 PV0182
 PV0182                          SUPERSEDED SURVEY CONTROL
 PV0182
 PV0182  NGVD 29 (??/??/92) 1235.65   (m)         4054.0    (f) COMPUTED    2 0
 PV0182
 PV0182.Superseded values are not recommended for survey control.
 PV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0182.See file dsdata.txt to determine how the superseded data were derived.
 PV0182
 PV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK988472(NAD 83)
 PV0182_MARKER: DB = BENCH MARK DISK
 PV0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0182_STAMPING: H 60 1934
 PV0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0182+STABILITY: SURFACE MOTION
 PV0182
 PV0182  HISTORY     - Date     Condition        Report By
 PV0182  HISTORY     - 1934     MONUMENTED       CGS
 PV0182  HISTORY     - 1972     GOOD             USGS
 PV0182  HISTORY     - 1972     GOOD             NGS
 PV0182
 PV0182                          STATION DESCRIPTION
 PV0182
 PV0182'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 PV0182'32 MI NNW FROM MOORCROFT.
 PV0182'2.4 MILES WEST ALONG INTERSTATE 90 SERVICE ROAD FROM U.S. HIGHWAYS
 PV0182'14 AND 16 JUNCTION AT MOORCROFT, THENCE ABOUT 30.4 MILES NORTH
 PV0182'ALONG D ROAD, ABOUT 1.7 MILES WEST AND 7.1 MILES NORTH OF THE
 PV0182'U.S. POST OFFICE AT OSHOTO, 29 FEET WEST AND NORMAL TO
 PV0182'CENTERLINE OF ROAD, 3.5 FEET NORTH AND 2.8 FEET WEST OF ANGLE
 PV0182'IN WEST ROW FENCE.  STANDARD DISK STAMPED H 60 1934 AND SET IN
 PV0182'THE TOP OF A CONCRETE POST.
 PV0182
 PV0182                          STATION RECOVERY (1972)
 PV0182
 PV0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PV0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0010 ***********************************************************************
 PV0010  DESIGNATION -  H 61
 PV0010  PID         -  PV0010
 PV0010  STATE/COUNTY-  WY/CROOK
 PV0010  USGS QUAD   -  MIDDLE CREEK BUTTE (1984)
 PV0010
 PV0010                         *CURRENT SURVEY CONTROL
 PV0010  ___________________________________________________________________
 PV0010* NAD 83(1986)-  44 49 20.     (N)    104 04 30.     (W)     SCALED    
 PV0010* NAVD 88     -       980.917  (meters)    3218.23   (feet)  ADJUSTED  
 PV0010  ___________________________________________________________________
 PV0010  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 PV0010  DYNAMIC HT  -         980.662 (meters)    3217.39  (feet)  COMP
 PV0010  MODELED GRAV-     980,323.1   (mgal)                       NAVD 88
 PV0010
 PV0010  VERT ORDER  -  SECOND    CLASS 0
 PV0010
 PV0010.The horizontal coordinates were scaled from a topographic map and have
 PV0010.an estimated accuracy of +/- 6 seconds.
 PV0010
 PV0010.The orthometric height was determined by differential leveling
 PV0010.and adjusted by the National Geodetic Survey in June 1991..
 PV0010
 PV0010.The geoid height was determined by GEOID03.
 PV0010
 PV0010.The dynamic height is computed by dividing the NAVD 88
 PV0010.geopotential number by the normal gravity value computed on the
 PV0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0010.degrees latitude (g = 980.6199 gals.).
 PV0010
 PV0010.The modeled gravity was interpolated from observed gravity values.
 PV0010
 PV0010;                    North         East    Units  Estimated Accuracy
 PV0010;SPC WY E     -   480,690.      286,340.      MT  (+/- 180 meters Scaled)
 PV0010
 PV0010                          SUPERSEDED SURVEY CONTROL
 PV0010
 PV0010  NGVD 29 (??/??/92)  980.42   (m)         3216.6    (f) COMPUTED    2 0
 PV0010
 PV0010.Superseded values are not recommended for survey control.
 PV0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0010.See file dsdata.txt to determine how the superseded data were derived.
 PV0010
 PV0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK731636(NAD 83)
 PV0010_MARKER: DB = BENCH MARK DISK
 PV0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0010_STAMPING: H-61 1934
 PV0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0010+STABILITY: SURFACE MOTION
 PV0010
 PV0010  HISTORY     - Date     Condition        Report By
 PV0010  HISTORY     - 1934     MONUMENTED       CGS
 PV0010
 PV0010                          STATION DESCRIPTION
 PV0010
 PV0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0010'7 MI SE FROM COLONY.
 PV0010'7.0 MILES SOUTHEAST BY HIGHWAY.  ALONG HIGHWAY BETWEEN ALZADA,
 PV0010'MONTANA, AND BELLE FOURCHE, SOUTH DAKOTA, AT A FENCE CORNER
 PV0010'NEAR A TURN IN THE HIGHWAY, 50 FEET WEST OF THE CENTERLINE OF
 PV0010'HIGHWAY CURVE, 2.0 FEET EAST OF RIGHT OF WAY FENCE, AND 2.0 FEET
 PV0010'NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0011 ***********************************************************************
 PV0011  DESIGNATION -  H 61 RESET
 PV0011  PID         -  PV0011
 PV0011  STATE/COUNTY-  WY/CROOK
 PV0011  USGS QUAD   -  MIDDLE CREEK BUTTE (1984)
 PV0011
 PV0011                         *CURRENT SURVEY CONTROL
 PV0011  ___________________________________________________________________
 PV0011* NAD 83(1986)-  44 49 19.     (N)    104 04 31.     (W)     SCALED    
 PV0011* NAVD 88     -       981.606  (meters)    3220.49   (feet)  ADJUSTED  
 PV0011  ___________________________________________________________________
 PV0011  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 PV0011  DYNAMIC HT  -         981.351 (meters)    3219.65  (feet)  COMP
 PV0011  MODELED GRAV-     980,323.1   (mgal)                       NAVD 88
 PV0011
 PV0011  VERT ORDER  -  FIRST     CLASS II
 PV0011
 PV0011.The horizontal coordinates were scaled from a topographic map and have
 PV0011.an estimated accuracy of +/- 6 seconds.
 PV0011
 PV0011.The orthometric height was determined by differential leveling
 PV0011.and adjusted by the National Geodetic Survey in June 1991..
 PV0011
 PV0011.The geoid height was determined by GEOID03.
 PV0011
 PV0011.The dynamic height is computed by dividing the NAVD 88
 PV0011.geopotential number by the normal gravity value computed on the
 PV0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0011.degrees latitude (g = 980.6199 gals.).
 PV0011
 PV0011.The modeled gravity was interpolated from observed gravity values.
 PV0011
 PV0011;                    North         East    Units  Estimated Accuracy
 PV0011;SPC WY E     -   480,660.      286,310.      MT  (+/- 180 meters Scaled)
 PV0011
 PV0011                          SUPERSEDED SURVEY CONTROL
 PV0011
 PV0011  NGVD 29 (??/??/92)  981.128  (m)         3218.92   (f) ADJ UNCH    1 2
 PV0011
 PV0011.Superseded values are not recommended for survey control.
 PV0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0011.See file dsdata.txt to determine how the superseded data were derived.
 PV0011
 PV0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK731635(NAD 83)
 PV0011_MARKER: DB = BENCH MARK DISK
 PV0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0011_STAMPING: H 61 RESET 1935
 PV0011_MARK LOGO: CGS   
 PV0011_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0011+STABILITY: SURFACE MOTION
 PV0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0011+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 PV0011
 PV0011  HISTORY     - Date     Condition        Report By
 PV0011  HISTORY     - 1935     MONUMENTED       WYHD
 PV0011  HISTORY     - 1962     GOOD             NGS
 PV0011  HISTORY     - 19950930 GOOD             NGS
 PV0011
 PV0011                          STATION DESCRIPTION
 PV0011
 PV0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PV0011'4.6 MI SE FROM COLONY.
 PV0011'4.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 212 FROM THE BORAID SCHOOL
 PV0011'AT COLONY.  1.1 MILE SOUTHEAST OF A 75 FOOT WOODEN BRIDGE OVER
 PV0011'CHICAGO CREEK, AT THE JUNCTION OF AN ABANDONED DIRT ROAD WHICH WAS
 PV0011'OLD HIGHWAY 212 LEADING NORTH, SET BETWEEN THE HIGHWAY AND THE
 PV0011'RAILROAD, 90 FEET SOUTH OF THE CENTERLINE OF THE JUNCTION, 75
 PV0011'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 118 FEET
 PV0011'NORTHWEST OF THE FIRST POWER POLE SOUTHEAST OF THE OLD ROAD
 PV0011'JUNCTION, 49.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.5 FEET
 PV0011'NORTHEAST OF A FENCE LINE, 1.2 FEET NORTHEAST OF A WITNESS POST
 PV0011'AND SET IN A CONCRETE POST PROJECTING ABOUT 0.5 OF A FOOT.
 PV0011
 PV0011                          STATION RECOVERY (1995)
 PV0011
 PV0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PV0011'22.8 KM (14.15 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PV0011'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, SOUTH DAKOTA, 1.9 KM
 PV0011'(1.20 MI) NORTHWEST OF THE STATE LINE, 23.3 M (76.4 FT) SOUTHWEST OF
 PV0011'THE HIGHWAY CENTERLINE, 17.6 M (57.7 FT) NORTHEAST OF THE NEAR RAIL OF
 PV0011'THE DAKOTA MINNESOTA EASTERN RAILROAD, 7.0 M (23.0 FT) SOUTHEAST OF
 PV0011'THE CENTER OF A FIELD ENTRANCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 PV0011'HIGHWAY, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST AND FENCE, AND THE
 PV0011'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0072 ***********************************************************************
 PV0072  DESIGNATION -  H 62
 PV0072  PID         -  PV0072
 PV0072  STATE/COUNTY-  WY/WESTON
 PV0072  USGS QUAD   -  BUCKHORN (1984)
 PV0072
 PV0072                         *CURRENT SURVEY CONTROL
 PV0072  ___________________________________________________________________
 PV0072* NAD 83(1986)-  44 09 04.     (N)    104 05 02.     (W)     SCALED    
 PV0072* NAVD 88     -      1837.510  (meters)    6028.56   (feet)  ADJUSTED  
 PV0072  ___________________________________________________________________
 PV0072  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 PV0072  DYNAMIC HT  -        1836.613 (meters)    6025.62  (feet)  COMP
 PV0072  MODELED GRAV-     980,063.4   (mgal)                       NAVD 88
 PV0072
 PV0072  VERT ORDER  -  SECOND    CLASS 0
 PV0072
 PV0072.The horizontal coordinates were scaled from a topographic map and have
 PV0072.an estimated accuracy of +/- 6 seconds.
 PV0072
 PV0072.The orthometric height was determined by differential leveling
 PV0072.and adjusted by the National Geodetic Survey in June 1991..
 PV0072
 PV0072.The geoid height was determined by GEOID03.
 PV0072
 PV0072.The dynamic height is computed by dividing the NAVD 88
 PV0072.geopotential number by the normal gravity value computed on the
 PV0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0072.degrees latitude (g = 980.6199 gals.).
 PV0072
 PV0072.The modeled gravity was interpolated from observed gravity values.
 PV0072
 PV0072;                    North         East    Units  Estimated Accuracy
 PV0072;SPC WY E     -   406,110.      286,620.      MT  (+/- 180 meters Scaled)
 PV0072
 PV0072                          SUPERSEDED SURVEY CONTROL
 PV0072
 PV0072  NGVD 29 (??/??/92) 1836.775  (m)         6026.15   (f) ADJ UNCH    2 0
 PV0072
 PV0072.Superseded values are not recommended for survey control.
 PV0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0072.See file dsdata.txt to determine how the superseded data were derived.
 PV0072
 PV0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ732890(NAD 83)
 PV0072_MARKER: DB = BENCH MARK DISK
 PV0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0072_STAMPING: H 62 1934
 PV0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0072+STABILITY: SURFACE MOTION
 PV0072
 PV0072  HISTORY     - Date     Condition        Report By
 PV0072  HISTORY     - 1934     MONUMENTED       CGS
 PV0072  HISTORY     - 1957     GOOD             NGS
 PV0072  HISTORY     - 1979     GOOD             USGS
 PV0072
 PV0072                          STATION DESCRIPTION
 PV0072
 PV0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0072'25.9 MI NE FROM NEWCASTLE.
 PV0072'25.9 MILES NORTHEAST ON HIGHWAY.  ALONG U.S. HIGHWAY NO 85
 PV0072'BETWEEN LEAD, SOUTH DAKOTA AND NEWCASTLE, WYOMING, IN NORTHEAST
 PV0072'FENCE CORNER 0.7 MILE NORTH OF BUCKHORN POST OFFICE, 38.0 FEET
 PV0072'SOUTH OF CENTERLINE OF HIGHWAY NO. 85, 330. FEET SOUTHEAST OF
 PV0072'SOUTHEAST CORNER OF LOG CABIN, 12.0 FEET SOUTH OF IRRIGATION
 PV0072'DITCH, AND 2.6 MILES SOUTH WYOMING-S. DAKOTA STATE LINE.  STANDARD
 PV0072'DISK STAMPED H 62 1934.
 PV0072
 PV0072                          STATION RECOVERY (1957)
 PV0072
 PV0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PV0072'RECOVERED IN GOOD CONDITION.
 PV0072
 PV0072                          STATION RECOVERY (1979)
 PV0072
 PV0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0072'FROM THE WYO.-S.DAKOTA STATE LINE ON U.S. 85, SW ALONG U.S. 85 FOR
 PV0072'2.4 MI. AND BM IN WEST ROW, 397 FT. N. AND 56 FT. WEST OF THE NORTH
 PV0072'ENTRANCE TO THE BUCKHORN RESTURANT, AND 8 FT. LOWER THAN THE HIGHWAY.
 PV0072'A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.8 FT., AND
 PV0072'STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0025 ***********************************************************************
 MO0025  DESIGNATION -  H 63
 MO0025  PID         -  MO0025
 MO0025  STATE/COUNTY-  WY/GOSHEN
 MO0025  USGS QUAD   -  VETERAN (1990)
 MO0025
 MO0025                         *CURRENT SURVEY CONTROL
 MO0025  ___________________________________________________________________
 MO0025* NAD 83(1986)-  41 58 00.     (N)    104 22 51.     (W)     SCALED    
 MO0025* NAVD 88     -      1287.166  (meters)    4222.98   (feet)  ADJUSTED  
 MO0025  ___________________________________________________________________
 MO0025  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 MO0025  DYNAMIC HT  -        1286.324 (meters)    4220.21  (feet)  COMP
 MO0025  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 MO0025
 MO0025  VERT ORDER  -  SECOND    CLASS 0
 MO0025
 MO0025.The horizontal coordinates were scaled from a topographic map and have
 MO0025.an estimated accuracy of +/- 6 seconds.
 MO0025
 MO0025.The orthometric height was determined by differential leveling
 MO0025.and adjusted by the National Geodetic Survey in June 1991..
 MO0025
 MO0025.The geoid height was determined by GEOID03.
 MO0025
 MO0025.The dynamic height is computed by dividing the NAVD 88
 MO0025.geopotential number by the normal gravity value computed on the
 MO0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0025.degrees latitude (g = 980.6199 gals.).
 MO0025
 MO0025.The modeled gravity was interpolated from observed gravity values.
 MO0025
 MO0025;                    North         East    Units  Estimated Accuracy
 MO0025;SPC WY E     -   163,170.      265,140.      MT  (+/- 180 meters Scaled)
 MO0025
 MO0025                          SUPERSEDED SURVEY CONTROL
 MO0025
 MO0025  NGVD 29 (??/??/92) 1286.401  (m)         4220.47   (f) ADJ UNCH    2 0
 MO0025
 MO0025.Superseded values are not recommended for survey control.
 MO0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0025.See file dsdata.txt to determine how the superseded data were derived.
 MO0025
 MO0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG513462(NAD 83)
 MO0025_MARKER: DB = BENCH MARK DISK
 MO0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0025_STAMPING: H 63 1934
 MO0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0025+STABILITY: SURFACE MOTION
 MO0025
 MO0025  HISTORY     - Date     Condition        Report By
 MO0025  HISTORY     - 1934     MONUMENTED       CGS
 MO0025  HISTORY     - 1941     GOOD             NGS
 MO0025
 MO0025                          STATION DESCRIPTION
 MO0025
 MO0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0025'AT VETERAN.
 MO0025'AT VETERAN, GOSHEN COUNTY, 350 FEET NORTH OF THE NORTH END OF
 MO0025'THE UNION PACIFIC RAILROAD STATION, 50.4 FEET EAST OF THE EAST
 MO0025'RAIL OF THE MAIN TRACK, IN LINE WITH A ROW OF POLES, AND 7 FEET
 MO0025'NORTH OF THE SECTION POLE NORTH OF THE STATION.  A STANDARD
 MO0025'DISK, STAMPED H 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0066 ***********************************************************************
 NQ0066  DESIGNATION -  H 64
 NQ0066  PID         -  NQ0066
 NQ0066  STATE/COUNTY-  WY/GOSHEN
 NQ0066  USGS QUAD   -  BARNES (1990)
 NQ0066
 NQ0066                         *CURRENT SURVEY CONTROL
 NQ0066  ___________________________________________________________________
 NQ0066* NAD 83(1986)-  42 11 40.     (N)    104 28 31.     (W)     SCALED    
 NQ0066* NAVD 88     -      1283.365  (meters)    4210.51   (feet)  ADJUSTED  
 NQ0066  ___________________________________________________________________
 NQ0066  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 NQ0066  DYNAMIC HT  -        1282.548 (meters)    4207.83  (feet)  COMP
 NQ0066  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 NQ0066
 NQ0066  VERT ORDER  -  SECOND    CLASS 0
 NQ0066
 NQ0066.The horizontal coordinates were scaled from a topographic map and have
 NQ0066.an estimated accuracy of +/- 6 seconds.
 NQ0066
 NQ0066.The orthometric height was determined by differential leveling
 NQ0066.and adjusted by the National Geodetic Survey in June 1991..
 NQ0066
 NQ0066.The geoid height was determined by GEOID03.
 NQ0066
 NQ0066.The dynamic height is computed by dividing the NAVD 88
 NQ0066.geopotential number by the normal gravity value computed on the
 NQ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0066.degrees latitude (g = 980.6199 gals.).
 NQ0066
 NQ0066.The modeled gravity was interpolated from observed gravity values.
 NQ0066
 NQ0066;                    North         East    Units  Estimated Accuracy
 NQ0066;SPC WY E     -   188,410.      257,100.      MT  (+/- 180 meters Scaled)
 NQ0066
 NQ0066                          SUPERSEDED SURVEY CONTROL
 NQ0066
 NQ0066  NGVD 29 (??/??/92) 1282.580  (m)         4207.93   (f) ADJ UNCH    2 0
 NQ0066
 NQ0066.Superseded values are not recommended for survey control.
 NQ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0066.See file dsdata.txt to determine how the superseded data were derived.
 NQ0066
 NQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG433714(NAD 83)
 NQ0066_MARKER: DB = BENCH MARK DISK
 NQ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0066_STAMPING: H 64 1934
 NQ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0066+STABILITY: SURFACE MOTION
 NQ0066
 NQ0066  HISTORY     - Date     Condition        Report By
 NQ0066  HISTORY     - 1934     MONUMENTED       CGS
 NQ0066  HISTORY     - 1948     GOOD             NGS
 NQ0066
 NQ0066                          STATION DESCRIPTION
 NQ0066
 NQ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NQ0066'2.4 MI SE FROM FORT LARAMIE.
 NQ0066'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0066'RAILROAD FROM THE STATION AT FORT LARAMIE, 0.4 MILE SOUTHEAST OF
 NQ0066'MILEPOST 80, 90 FEET WEST OF THE CENTER OF A ROAD CROSSING, 28
 NQ0066'FEET NORTHEAST OF THE NORTHEAST RAIL, AND 61.5 FEET SOUTHWEST OF
 NQ0066'THE CENTERLINE OF U.S. HIGHWAY 26.  A STANDARD DISK, STAMPD H 64
 NQ0066'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0633 ***********************************************************************
 MO0633  DESIGNATION -  H 65
 MO0633  PID         -  MO0633
 MO0633  STATE/COUNTY-  WY/ALBANY
 MO0633  USGS QUAD   -  MILLER (1978)
 MO0633
 MO0633                         *CURRENT SURVEY CONTROL
 MO0633  ___________________________________________________________________
 MO0633* NAD 83(1986)-  41 19 07.     (N)    105 46 49.     (W)     SCALED    
 MO0633* NAVD 88     -      2247.791  (meters)    7374.63   (feet)  ADJUSTED  
 MO0633  ___________________________________________________________________
 MO0633  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 MO0633  DYNAMIC HT  -        2245.818 (meters)    7368.15  (feet)  COMP
 MO0633  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 MO0633
 MO0633  VERT ORDER  -  FIRST     CLASS II
 MO0633
 MO0633.The horizontal coordinates were scaled from a topographic map and have
 MO0633.an estimated accuracy of +/- 6 seconds.
 MO0633
 MO0633.The orthometric height was determined by differential leveling
 MO0633.and adjusted by the National Geodetic Survey in June 1991..
 MO0633
 MO0633.The geoid height was determined by GEOID03.
 MO0633
 MO0633.The dynamic height is computed by dividing the NAVD 88
 MO0633.geopotential number by the normal gravity value computed on the
 MO0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0633.degrees latitude (g = 980.6199 gals.).
 MO0633
 MO0633.The modeled gravity was interpolated from observed gravity values.
 MO0633
 MO0633;                    North         East    Units  Estimated Accuracy
 MO0633;SPC WY E     -    91,080.      148,630.      MT  (+/- 180 meters Scaled)
 MO0633
 MO0633                          SUPERSEDED SURVEY CONTROL
 MO0633
 MO0633  NGVD 29 (??/??/92) 2246.714  (m)         7371.09   (f) ADJ UNCH    1 2
 MO0633
 MO0633.Superseded values are not recommended for survey control.
 MO0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0633.See file dsdata.txt to determine how the superseded data were derived.
 MO0633
 MO0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF346744(NAD 83)
 MO0633_MARKER: DB = BENCH MARK DISK
 MO0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0633_STAMPING: H 65 1934
 MO0633_MARK LOGO: CGS   
 MO0633_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0633+STABILITY: SURFACE MOTION
 MO0633
 MO0633  HISTORY     - Date     Condition        Report By
 MO0633  HISTORY     - 1934     MONUMENTED       CGS
 MO0633  HISTORY     - 1950     GOOD             NGS
 MO0633  HISTORY     - 19990824 GOOD             WYDT
 MO0633
 MO0633                          STATION DESCRIPTION
 MO0633
 MO0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 MO0633'10.1 MI W FROM LARAMIE.
 MO0633'10.1 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0633'RAILROAD FROM THE STATION AT LARAMIE, 55.2 FEET SOUTH OF MILEPOST
 MO0633'10, 26 FEET SOUTH OF THE SOUTH RAIL, 2 FEET EAST OF A WITNESS
 MO0633'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 MO0633'ABOVE THE GROUND, IN SECTION 35, TOWNSHIP 16 NORTH, RANGE 75 WEST.
 MO0633
 MO0633                          STATION RECOVERY (1999)
 MO0633
 MO0633'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0633'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0633'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MO0633'GOOD CONDITION.  THE RAILROAD TRACKS ARE BEING REMOVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0492 ***********************************************************************
 MO0492  DESIGNATION -  H 66
 MO0492  PID         -  MO0492
 MO0492  STATE/COUNTY-  WY/ALBANY
 MO0492  USGS QUAD   -  DALE CREEK (1987)
 MO0492
 MO0492                         *CURRENT SURVEY CONTROL
 MO0492  ___________________________________________________________________
 MO0492* NAD 83(1986)-  41 06 08.     (N)    105 29 56.     (W)     SCALED    
 MO0492* NAVD 88     -      2381.401  (meters)    7812.98   (feet)  ADJUSTED  
 MO0492  ___________________________________________________________________
 MO0492  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 MO0492  DYNAMIC HT  -        2379.211 (meters)    7805.79  (feet)  COMP
 MO0492  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 MO0492
 MO0492  VERT ORDER  -  FIRST     CLASS II
 MO0492
 MO0492.The horizontal coordinates were scaled from a topographic map and have
 MO0492.an estimated accuracy of +/- 6 seconds.
 MO0492
 MO0492.The orthometric height was determined by differential leveling
 MO0492.and adjusted by the National Geodetic Survey in June 1991..
 MO0492
 MO0492.The geoid height was determined by GEOID03.
 MO0492
 MO0492.The dynamic height is computed by dividing the NAVD 88
 MO0492.geopotential number by the normal gravity value computed on the
 MO0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0492.degrees latitude (g = 980.6199 gals.).
 MO0492
 MO0492.The modeled gravity was interpolated from observed gravity values.
 MO0492
 MO0492;                    North         East    Units  Estimated Accuracy
 MO0492;SPC WY E     -    66,930.      172,090.      MT  (+/- 180 meters Scaled)
 MO0492
 MO0492                          SUPERSEDED SURVEY CONTROL
 MO0492
 MO0492  NGVD 29 (??/??/92) 2380.25   (m)         7809.2    (f) COMPUTED    1 2
 MO0492
 MO0492.Superseded values are not recommended for survey control.
 MO0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0492.See file dsdata.txt to determine how the superseded data were derived.
 MO0492
 MO0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF581502(NAD 83)
 MO0492_MARKER: DB = BENCH MARK DISK
 MO0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0492_STAMPING: H 66 1934
 MO0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0492+STABILITY: SURFACE MOTION
 MO0492
 MO0492  HISTORY     - Date     Condition        Report By
 MO0492  HISTORY     - 1934     MONUMENTED       CGS
 MO0492  HISTORY     - 1956     GOOD             NGS
 MO0492  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0492
 MO0492                          STATION DESCRIPTION
 MO0492
 MO0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0492'1.3 MI NW FROM HERMOSA.
 MO0492'1.3 MILES NORTHWEST ALONG THE NORTHEAST TRACK OF THE UNION
 MO0492'PACIFIC RAILROAD FROM THE STATION SIGN AT HERMOSA, 301 YARDS
 MO0492'NORTHWEST OF A RAILROAD OVERPASS, 58.2 FEET NORTHEAST OF THE
 MO0492'NORTHEAST RAIL OF THE NORTHEAST TRACK, 23 FEET SOUTH OF THE
 MO0492'CENTER LINE OF AN OLD RAILROAD GRADE, 2 FEET SOUTHWEST OF A
 MO0492'WIRE GATE, 8.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 MO0492'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 MO0492'IN THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 13 NORTH, RANGE 72
 MO0492'WEST.
 MO0492
 MO0492                          STATION RECOVERY (1983)
 MO0492
 MO0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0050 ***********************************************************************
 NT0050  DESIGNATION -  H 68
 NT0050  PID         -  NT0050
 NT0050  STATE/COUNTY-  WY/LINCOLN
 NT0050  USGS QUAD   -  SALT FLAT (1984)
 NT0050
 NT0050                         *CURRENT SURVEY CONTROL
 NT0050  ___________________________________________________________________
 NT0050* NAD 83(1986)-  42 27 59.     (N)    110 58 19.     (W)     SCALED    
 NT0050* NAVD 88     -      2014.444  (meters)    6609.06   (feet)  ADJUSTED  
 NT0050  ___________________________________________________________________
 NT0050  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 NT0050  DYNAMIC HT  -        2012.867 (meters)    6603.88  (feet)  COMP
 NT0050  MODELED GRAV-     979,766.8   (mgal)                       NAVD 88
 NT0050
 NT0050  VERT ORDER  -  SECOND    CLASS 0
 NT0050
 NT0050.The horizontal coordinates were scaled from a topographic map and have
 NT0050.an estimated accuracy of +/- 6 seconds.
 NT0050
 NT0050.The orthometric height was determined by differential leveling
 NT0050.and adjusted by the National Geodetic Survey in June 1991..
 NT0050
 NT0050.The geoid height was determined by GEOID03.
 NT0050
 NT0050.The dynamic height is computed by dividing the NAVD 88
 NT0050.geopotential number by the normal gravity value computed on the
 NT0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0050.degrees latitude (g = 980.6199 gals.).
 NT0050
 NT0050.The modeled gravity was interpolated from observed gravity values.
 NT0050
 NT0050;                    North         East    Units  Estimated Accuracy
 NT0050;SPC WY W     -   318,760.      726,920.      MT  (+/- 180 meters Scaled)
 NT0050
 NT0050                          SUPERSEDED SURVEY CONTROL
 NT0050
 NT0050  NGVD 29 (??/??/92) 2013.091  (m)         6604.62   (f) ADJ UNCH    2 0
 NT0050
 NT0050.Superseded values are not recommended for survey control.
 NT0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0050.See file dsdata.txt to determine how the superseded data were derived.
 NT0050
 NT0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN023015(NAD 83)
 NT0050_MARKER: DB = BENCH MARK DISK
 NT0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0050_SP_SET: RETAINING WALL
 NT0050_STAMPING: H 68 1934
 NT0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0050
 NT0050  HISTORY     - Date     Condition        Report By
 NT0050  HISTORY     - 1934     MONUMENTED       CGS
 NT0050  HISTORY     - 1967     GOOD             USGS
 NT0050
 NT0050                          STATION DESCRIPTION
 NT0050
 NT0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0050'15.1 MI S FROM SMOOT.
 NT0050'15.1 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0050'SMOOT, LINCOLN COUNTY, 260 FEET SOUTH OF THE SIGNBOARD MARKING THE
 NT0050'BOUNDARY OF STOCK DRIVEWAY, 180 FEET SOUTH OF THE CENTER LINE OF A
 NT0050'SMALL CULVERT, 150 FEET NORTHEAST OF A PROMINENT POINT OF ROCK THE
 NT0050'SOUTHEAST EDGE OF WHICH IS CUT BY THE HIGHWAY, 27 FEET SOUTHEAST OF
 NT0050'RIGHT-OF-WAY POST 440, AT A CONCRETE BRIDGE OVER A SMALL CREEK, IN THE
 NT0050'CENTER OF THE TOP OF A RETAINING WALL, AND 15 FEET WEST OF THE CENTER
 NT0050'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 68 1934.
 NT0050
 NT0050                          STATION RECOVERY (1967)
 NT0050
 NT0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0105 ***********************************************************************
 PV0105  DESIGNATION -  H 7
 PV0105  PID         -  PV0105
 PV0105  STATE/COUNTY-  WY/WESTON
 PV0105  USGS QUAD   -  THORNTON (1984)
 PV0105
 PV0105                         *CURRENT SURVEY CONTROL
 PV0105  ___________________________________________________________________
 PV0105* NAD 83(1993)-  44 09 41.86175(N)    104 44 37.44971(W)     ADJUSTED  
 PV0105* NAVD 88     -      1318.492  (meters)    4325.75   (feet)  ADJUSTED  
 PV0105  ___________________________________________________________________
 PV0105  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 PV0105  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PV0105  DYNAMIC HT  -        1317.960 (meters)    4324.01  (feet)  COMP
 PV0105  MODELED GRAV-     980,168.8   (mgal)                       NAVD 88
 PV0105
 PV0105  HORZ ORDER  -  SECOND
 PV0105  VERT ORDER  -  FIRST     CLASS II
 PV0105
 PV0105.The horizontal coordinates were established by classical geodetic methods
 PV0105.and adjusted by the National Geodetic Survey in January 1998..
 PV0105
 PV0105.The orthometric height was determined by differential leveling
 PV0105.and adjusted by the National Geodetic Survey in June 1991..
 PV0105
 PV0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0105
 PV0105.The geoid height was determined by GEOID03.
 PV0105
 PV0105.The dynamic height is computed by dividing the NAVD 88
 PV0105.geopotential number by the normal gravity value computed on the
 PV0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0105.degrees latitude (g = 980.6199 gals.).
 PV0105
 PV0105.The modeled gravity was interpolated from observed gravity values.
 PV0105
 PV0105;                    North         East     Units Scale Factor Converg.
 PV0105;SPC WY E     -   406,794.312   233,827.329   MT  0.99995157   +0 17 40.7
 PV0105;UTM  13      - 4,889,856.714   520,489.881   MT  0.99960516   +0 10 42.7
 PV0105
 PV0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0105!SPC WY E     -   0.99979552  x   0.99995157  =   0.99974710
 PV0105!UTM  13      -   0.99979552  x   0.99960516  =   0.99940076
 PV0105
 PV0105:                Primary Azimuth Mark                     Grid Az
 PV0105:SPC WY E     -  INYANKARA                                079 16 00.6
 PV0105:UTM  13      -  INYANKARA                                079 22 58.6
 PV0105
 PV0105|---------------------------------------------------------------------|
 PV0105| PID    Reference Object                     Distance      Geod. Az  |
 PV0105|                                                           dddmmss.s |
 PV0105| PV0484 INYANKARA                           APPROX.32.0 KM 0793341.3 |
 PV0105|---------------------------------------------------------------------|
 PV0105
 PV0105                          SUPERSEDED SURVEY CONTROL
 PV0105
 PV0105  NAD 83(1993)-  44 09 41.86138(N)    104 44 37.45203(W) AD(       ) 2
 PV0105  NAD 83(1986)-  44 09 41.85684(N)    104 44 37.43041(W) AD(       ) 2
 PV0105  NAD 27      -  44 09 41.92300(N)    104 44 35.54900(W) AD(       ) 2
 PV0105  NGVD 29 (??/??/92) 1317.863  (m)         4323.69   (f) ADJ UNCH    1 2
 PV0105
 PV0105.Superseded values are not recommended for survey control.
 PV0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0105.See file dsdata.txt to determine how the superseded data were derived.
 PV0105
 PV0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ2049089857(NAD 83)
 PV0105_MARKER: P = PIPE CAP
 PV0105_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PV0105+WITH SETTING: INTO GROUND
 PV0105_STAMPING: H 7 ELEV 4323.551 FT
 PV0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0105+STABILITY: SURFACE MOTION
 PV0105
 PV0105  HISTORY     - Date     Condition        Report By
 PV0105  HISTORY     - 1925     MONUMENTED       CGS
 PV0105  HISTORY     - 1957     GOOD             NGS
 PV0105  HISTORY     - 1962     GOOD             NGS
 PV0105  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0105
 PV0105                          STATION DESCRIPTION
 PV0105
 PV0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PV0105'AT THORNTON, 65 METERS (213 FEET) NORTHWEST OF RAILROAD STATION
 PV0105'AND 18 METERS (59 FEET) NORTHEAST OF MAIN TRACK OF CHICAGO,
 PV0105'BURLINGTON AND QUINCY RAILROAD, ON NORTHWEST SIDE OF ROAD
 PV0105'CROSSING, AND JUST WITHIN RIGHT-OF-WAY FENCE.  MARKED BY
 PV0105'STANDARD BENCH MARK CAP ON IRON PIPE.  ELEVATION--1,317.82
 PV0105'METERS (4,323.5 FEET).
 PV0105
 PV0105                          STATION RECOVERY (1957)
 PV0105
 PV0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PV0105'7.2 MI NW FROM UPTON.
 PV0105'7.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0105'RAILROAD FROM THE STATION AT UPTON, AT THORNTON SIDING, 22 FEET
 PV0105'SOUTHEAST OF THE 6TH POLE NORTHWEST OF MILEPOST 556, 58 1/2
 PV0105'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 177 FEET
 PV0105'NORTHWEST OF THE NORTH CORNER OF THE TELEPHONE BOOTH, 35 1/2 FEET
 PV0105'NORTH-NORTHWEST OF AN OLD WELL, 1 FOOT SOUTHWEST OF THE FENCE,
 PV0105'1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 34 FEET
 PV0105'SOUTH OF A POWER POLE, ABOUT LEVEL WITH THE TRACK, A CAP ON A
 PV0105'3-INCH IRON PIPE PROJECTING 6 INCHES.
 PV0105
 PV0105                          STATION RECOVERY (1962)
 PV0105
 PV0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 PV0105'RECOVERED IN GOOD CONDITION.
 PV0105
 PV0105                          STATION RECOVERY (1985)
 PV0105
 PV0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0105'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0209 ***********************************************************************
 MR0209  DESIGNATION -  H 70
 MR0209  PID         -  MR0209
 MR0209  STATE/COUNTY-  WY/LINCOLN
 MR0209  USGS QUAD   -  NUGGET (1985)
 MR0209
 MR0209                         *CURRENT SURVEY CONTROL
 MR0209  ___________________________________________________________________
 MR0209* NAD 83(1986)-  41 49 10.     (N)    110 46 23.     (W)     SCALED    
 MR0209* NAVD 88     -      2012.605  (meters)    6603.02   (feet)  ADJUSTED  
 MR0209  ___________________________________________________________________
 MR0209  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 MR0209  DYNAMIC HT  -        2010.901 (meters)    6597.43  (feet)  COMP
 MR0209  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 MR0209
 MR0209  VERT ORDER  -  SECOND    CLASS 0
 MR0209
 MR0209.The horizontal coordinates were scaled from a topographic map and have
 MR0209.an estimated accuracy of +/- 6 seconds.
 MR0209
 MR0209.The orthometric height was determined by differential leveling
 MR0209.and adjusted by the National Geodetic Survey in June 1991..
 MR0209
 MR0209.The geoid height was determined by GEOID03.
 MR0209
 MR0209.The dynamic height is computed by dividing the NAVD 88
 MR0209.geopotential number by the normal gravity value computed on the
 MR0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0209.degrees latitude (g = 980.6199 gals.).
 MR0209
 MR0209.The modeled gravity was interpolated from observed gravity values.
 MR0209
 MR0209;                    North         East    Units  Estimated Accuracy
 MR0209;SPC WY W     -   246,750.      742,700.      MT  (+/- 180 meters Scaled)
 MR0209
 MR0209                          SUPERSEDED SURVEY CONTROL
 MR0209
 MR0209  NGVD 29 (??/??/92) 2011.26   (m)         6598.6    (f) COMPUTED    2 0
 MR0209
 MR0209.Superseded values are not recommended for survey control.
 MR0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0209.See file dsdata.txt to determine how the superseded data were derived.
 MR0209
 MR0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM188297(NAD 83)
 MR0209_MARKER: DB = BENCH MARK DISK
 MR0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0209_SP_SET: BRIDGE
 MR0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0209
 MR0209  HISTORY     - Date     Condition        Report By
 MR0209  HISTORY     - UNK      MONUMENTED       CGS
 MR0209  HISTORY     - 1966     MARK NOT FOUND   NGS
 MR0209
 MR0209                          STATION DESCRIPTION
 MR0209
 MR0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0209'10.2 MI E FROM SAGE.
 MR0209'BRONZE TABLET SET IN NORTH HEADWALL OF R.R. BRIDGE 52.89.  126 FEET
 MR0209'SOUTHEAST OF CENTERLINE OF GATEWAY 52-A IN RIGHT OF WAY FENCE.  108
 MR0209'FEET NORTH OF THIRD WESTERN UNION TELEGRAPH POLE EAST OF MILE POST 53.
 MR0209'90 FEET SOUTH OF RIGHT OF WAY FENCE.  9 FEET NORTH OF CENTERLINE OF
 MR0209'UNION PACIFIC R.R. TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0287 ***********************************************************************
 MQ0287  DESIGNATION -  H 71
 MQ0287  PID         -  MQ0287
 MQ0287  STATE/COUNTY-  WY/SWEETWATER
 MQ0287  USGS QUAD   -  SEVENMILE GULCH (1980)
 MQ0287
 MQ0287                         *CURRENT SURVEY CONTROL
 MQ0287  ___________________________________________________________________
 MQ0287* NAD 83(1986)-  41 41 37.     (N)    109 54 17.     (W)     SCALED    
 MQ0287* NAVD 88     -      1945.044  (meters)    6381.37   (feet)  ADJUSTED  
 MQ0287  ___________________________________________________________________
 MQ0287  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 MQ0287  DYNAMIC HT  -        1943.381 (meters)    6375.91  (feet)  COMP
 MQ0287  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 MQ0287
 MQ0287  VERT ORDER  -  SECOND    CLASS 0
 MQ0287
 MQ0287.The horizontal coordinates were scaled from a topographic map and have
 MQ0287.an estimated accuracy of +/- 6 seconds.
 MQ0287
 MQ0287.The orthometric height was determined by differential leveling
 MQ0287.and adjusted by the National Geodetic Survey in June 1991..
 MQ0287
 MQ0287.The geoid height was determined by GEOID03.
 MQ0287
 MQ0287.The dynamic height is computed by dividing the NAVD 88
 MQ0287.geopotential number by the normal gravity value computed on the
 MQ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0287.degrees latitude (g = 980.6199 gals.).
 MQ0287
 MQ0287.The modeled gravity was interpolated from observed gravity values.
 MQ0287
 MQ0287;                    North         East    Units  Estimated Accuracy
 MQ0287;SPC WYWC     -   133,190.      503,880.      MT  (+/- 180 meters Scaled)
 MQ0287
 MQ0287                          SUPERSEDED SURVEY CONTROL
 MQ0287
 MQ0287  NGVD 29 (??/??/92) 1943.736  (m)         6377.07   (f) ADJ UNCH    2 0
 MQ0287
 MQ0287.Superseded values are not recommended for survey control.
 MQ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0287.See file dsdata.txt to determine how the superseded data were derived.
 MQ0287
 MQ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM911163(NAD 83)
 MQ0287_MARKER: DB = BENCH MARK DISK
 MQ0287_SETTING: 0 = UNSPECIFIED SETTING
 MQ0287_STAMPING: H 71 1934
 MQ0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0287
 MQ0287  HISTORY     - Date     Condition        Report By
 MQ0287  HISTORY     - 1934     MONUMENTED       CGS
 MQ0287  HISTORY     - 1962     GOOD             USGS
 MQ0287
 MQ0287                          STATION DESCRIPTION
 MQ0287
 MQ0287'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MQ0287'9.5 MI NE FROM GRANGER.
 MQ0287'9.5 MILES NE ALONG THE ROAD LEADING TO FARSON FROM THE UNION PACIFIC
 MQ0287'RAILROAD STATION AT GRANGER.  NOTE-- THE MARK IS LOCATED NORTH 30 DEG
 MQ0287'WEST, 267.5 FEET FROM THE SECTION CORNER COMMON TO SECTIONS 23, 24, 25
 MQ0287'AND 26, T20N, R111W AND IS WEST, 384 FEET FROM A WOODEN BRIDGE ACROSS
 MQ0287'A GULLY.  THE MARK IS LOCATED ABOUT MIDWAY BETWEEN THE ORIGINAL OREGON
 MQ0287'TRAIL TO THE NORTH AND THE GRADED ROAD TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0308 ***********************************************************************
 MP0308  DESIGNATION -  H 74
 MP0308  PID         -  MP0308
 MP0308  STATE/COUNTY-  WY/CARBON
 MP0308  USGS QUAD   -  BRIDGER PEAK (1983)
 MP0308
 MP0308                         *CURRENT SURVEY CONTROL
 MP0308  ___________________________________________________________________
 MP0308* NAD 83(1986)-  41 08 23.     (N)    107 05 25.     (W)     SCALED    
 MP0308* NAVD 88     -      2619.968  (meters)    8595.68   (feet)  ADJUSTED  
 MP0308  ___________________________________________________________________
 MP0308  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 MP0308  DYNAMIC HT  -        2617.422 (meters)    8587.33  (feet)  COMP
 MP0308  MODELED GRAV-     979,556.0   (mgal)                       NAVD 88
 MP0308
 MP0308  VERT ORDER  -  SECOND    CLASS 0
 MP0308
 MP0308.The horizontal coordinates were scaled from a topographic map and have
 MP0308.an estimated accuracy of +/- 6 seconds.
 MP0308
 MP0308.The orthometric height was determined by differential leveling
 MP0308.and adjusted by the National Geodetic Survey in June 1991..
 MP0308
 MP0308.The geoid height was determined by GEOID03.
 MP0308
 MP0308.The dynamic height is computed by dividing the NAVD 88
 MP0308.geopotential number by the normal gravity value computed on the
 MP0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0308.degrees latitude (g = 980.6199 gals.).
 MP0308
 MP0308.The modeled gravity was interpolated from observed gravity values.
 MP0308
 MP0308;                    North         East    Units  Estimated Accuracy
 MP0308;SPC WYEC     -   171,070.      420,410.      MT  (+/- 180 meters Scaled)
 MP0308
 MP0308                          SUPERSEDED SURVEY CONTROL
 MP0308
 MP0308  NGVD 29 (??/??/92) 2618.646  (m)         8591.34   (f) ADJ UNCH    2 0
 MP0308
 MP0308.Superseded values are not recommended for survey control.
 MP0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0308.See file dsdata.txt to determine how the superseded data were derived.
 MP0308
 MP0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF245563(NAD 83)
 MP0308_MARKER: DB = BENCH MARK DISK
 MP0308_SETTING: 80 = SET IN A BOULDER
 MP0308_SP_SET: BOULDER
 MP0308_STAMPING: H 74 1934
 MP0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0308+STABILITY: SURFACE MOTION
 MP0308
 MP0308  HISTORY     - Date     Condition        Report By
 MP0308  HISTORY     - 1934     MONUMENTED       CGS
 MP0308
 MP0308                          STATION DESCRIPTION
 MP0308
 MP0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0308'20.4 MI W FROM ENCAMPMENT.
 MP0308'20.4 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 0.6 MILE WEST
 MP0308'OF LOST CREEK, AT A CREEK CROSSING, 39 FEET WEST OF THE CREEK BED, 48
 MP0308'FEET SOUTHEAST OF A CORRUGATED-IRON CULVERT, 33 FEET SOUTH OF THE
 MP0308'CENTERLINE OF THE ROAD, IN THE TOP OF A 4- BY 3-FOOT BOULDER
 MP0308'PROJECTING 2 FEET ABOVE THE GROUND, AND ABOUT 6 FEET LOWER THAN THE
 MP0308'ROAD.  A STANDARD DISK, STAMPED H 74 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0124 ***********************************************************************
 MP0124  DESIGNATION -  H 75
 MP0124  PID         -  MP0124
 MP0124  STATE/COUNTY-  WY/CARBON
 MP0124  USGS QUAD   -  ELKHORN POINT (1983)
 MP0124
 MP0124                         *CURRENT SURVEY CONTROL
 MP0124  ___________________________________________________________________
 MP0124* NAD 83(1986)-  41 01 13.     (N)    106 24 47.     (W)     SCALED    
 MP0124* NAVD 88     -      2406.223  (meters)    7894.42   (feet)  ADJUSTED  
 MP0124  ___________________________________________________________________
 MP0124  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 MP0124  DYNAMIC HT  -        2403.860 (meters)    7886.66  (feet)  COMP
 MP0124  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 MP0124
 MP0124  VERT ORDER  -  SECOND    CLASS 0
 MP0124
 MP0124.The horizontal coordinates were scaled from a topographic map and have
 MP0124.an estimated accuracy of +/- 6 seconds.
 MP0124
 MP0124.The orthometric height was determined by differential leveling
 MP0124.and adjusted by the National Geodetic Survey in June 1991..
 MP0124
 MP0124.The geoid height was determined by GEOID03.
 MP0124
 MP0124.The dynamic height is computed by dividing the NAVD 88
 MP0124.geopotential number by the normal gravity value computed on the
 MP0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0124.degrees latitude (g = 980.6199 gals.).
 MP0124
 MP0124.The modeled gravity was interpolated from observed gravity values.
 MP0124
 MP0124;                    North         East    Units  Estimated Accuracy
 MP0124;SPC WYEC     -   158,180.      477,400.      MT  (+/- 180 meters Scaled)
 MP0124
 MP0124                          SUPERSEDED SURVEY CONTROL
 MP0124
 MP0124  NGVD 29 (??/??/92) 2404.926  (m)         7890.16   (f) ADJ UNCH    2 0
 MP0124
 MP0124.Superseded values are not recommended for survey control.
 MP0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0124.See file dsdata.txt to determine how the superseded data were derived.
 MP0124
 MP0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF811419(NAD 83)
 MP0124_MARKER: DB = BENCH MARK DISK
 MP0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0124_STAMPING: H 75 1934
 MP0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0124+STABILITY: SURFACE MOTION
 MP0124
 MP0124  HISTORY     - Date     Condition        Report By
 MP0124  HISTORY     - 1934     MONUMENTED       CGS
 MP0124  HISTORY     - 1961     MARK NOT FOUND   USGS
 MP0124
 MP0124                          STATION DESCRIPTION
 MP0124
 MP0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0124'14.0 MI NW FROM NORTHGATE.
 MP0124'IN CARBON COUNTY, WYOMING, 14.0 MILES NORTHWEST ALONG THE ENCAMPMENT
 MP0124'ROAD FROM NORTHGATE, JACKSON COUNTY, COLORADO, 2.0 MILES EAST OF THE
 MP0124'BRICKEY TOURIST CAMP IN 1934, 1.6 MILES NORTHWEST OF THE
 MP0124'WYOMING-COLORADO STATE LINE, 0.2 MILE NORTH OF A CURVE, 0.2 MILE SOUTH
 MP0124'OF A CORRUGATED-IRON CULVERT, AND 57 FEET EAST OF THE CENTERLINE OF
 MP0124'THE ROAD.  A STANDARD DISK, STAMPED H 75 1934 AND SET IN THE TOP OF A
 MP0124'CONCRETE POST.
 MP0124
 MP0124                          STATION RECOVERY (1961)
 MP0124
 MP0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MP0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0350 ***********************************************************************
 OX0350  DESIGNATION -  H 77
 OX0350  PID         -  OX0350
 OX0350  STATE/COUNTY-  WY/LINCOLN
 OX0350  USGS QUAD   -  ALPINE (1966)
 OX0350
 OX0350                         *CURRENT SURVEY CONTROL
 OX0350  ___________________________________________________________________
 OX0350* NAD 83(1986)-  43 10 30.     (N)    111 02 11.     (W)     SCALED    
 OX0350* NAVD 88     -      1718.395  (meters)    5637.77   (feet)  ADJUSTED  
 OX0350  ___________________________________________________________________
 OX0350  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 OX0350  DYNAMIC HT  -        1717.287 (meters)    5634.13  (feet)  COMP
 OX0350  MODELED GRAV-     979,914.7   (mgal)                       NAVD 88
 OX0350
 OX0350  VERT ORDER  -  SECOND    CLASS 0
 OX0350
 OX0350.The horizontal coordinates were scaled from a topographic map and have
 OX0350.an estimated accuracy of +/- 6 seconds.
 OX0350
 OX0350.The orthometric height was determined by differential leveling
 OX0350.and adjusted by the National Geodetic Survey in June 1991..
 OX0350
 OX0350.The geoid height was determined by GEOID03.
 OX0350
 OX0350.The dynamic height is computed by dividing the NAVD 88
 OX0350.geopotential number by the normal gravity value computed on the
 OX0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0350.degrees latitude (g = 980.6199 gals.).
 OX0350
 OX0350.The modeled gravity was interpolated from observed gravity values.
 OX0350
 OX0350;                    North         East    Units  Estimated Accuracy
 OX0350;SPC WY W     -   397,540.      722,510.      MT  (+/- 180 meters Scaled)
 OX0350
 OX0350                          SUPERSEDED SURVEY CONTROL
 OX0350
 OX0350  NGVD 29 (??/??/92) 1717.188  (m)         5633.81   (f) ADJ UNCH    2 0
 OX0350
 OX0350.Superseded values are not recommended for survey control.
 OX0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0350.See file dsdata.txt to determine how the superseded data were derived.
 OX0350
 OX0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN970802(NAD 83)
 OX0350_MARKER: DB = BENCH MARK DISK
 OX0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0350_STAMPING: H 77 1948
 OX0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0350+STABILITY: SURFACE MOTION
 OX0350
 OX0350  HISTORY     - Date     Condition        Report By
 OX0350  HISTORY     - 1948     MONUMENTED       CGS
 OX0350
 OX0350                          STATION DESCRIPTION
 OX0350
 OX0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0350'0.5 MI NE FROM ALPINE.
 OX0350'0.5 MILE NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST OFFICE AT
 OX0350'ALPINE, ON THE OUTSIDE OF A CURVE, 39.0 FEET SOUTHEAST OF THE CENTER
 OX0350'LINE OF THE ROAD, 3.5 FEET NORTH OF A WITNESS POST, 0.8 FOOT WEST OF A
 OX0350'NORTH-SOUTH FENCE LINE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OX0350'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0135 ***********************************************************************
 OX0135  DESIGNATION -  H 78
 OX0135  PID         -  OX0135
 OX0135  STATE/COUNTY-  WY/LINCOLN
 OX0135  USGS QUAD   -  CAMP DAVIS (1996)
 OX0135
 OX0135                         *CURRENT SURVEY CONTROL
 OX0135  ___________________________________________________________________
 OX0135* NAD 83(1986)-  43 19 12.     (N)    110 43 46.     (W)     SCALED    
 OX0135* NAVD 88     -      1801.252  (meters)    5909.61   (feet)  ADJUSTED  
 OX0135  ___________________________________________________________________
 OX0135  GEOID HEIGHT-         -10.10  (meters)                     GEOID03
 OX0135  DYNAMIC HT  -        1800.043 (meters)    5905.64  (feet)  COMP
 OX0135  MODELED GRAV-     979,885.8   (mgal)                       NAVD 88
 OX0135
 OX0135  VERT ORDER  -  SECOND    CLASS 0
 OX0135
 OX0135.The horizontal coordinates were scaled from a topographic map and have
 OX0135.an estimated accuracy of +/- 6 seconds.
 OX0135
 OX0135.The orthometric height was determined by differential leveling
 OX0135.and adjusted by the National Geodetic Survey in June 1991..
 OX0135
 OX0135.The geoid height was determined by GEOID03.
 OX0135
 OX0135.The dynamic height is computed by dividing the NAVD 88
 OX0135.geopotential number by the normal gravity value computed on the
 OX0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0135.degrees latitude (g = 980.6199 gals.).
 OX0135
 OX0135.The modeled gravity was interpolated from observed gravity values.
 OX0135
 OX0135;                    North         East    Units  Estimated Accuracy
 OX0135;SPC WY W     -   413,410.      747,590.      MT  (+/- 180 meters Scaled)
 OX0135
 OX0135                          SUPERSEDED SURVEY CONTROL
 OX0135
 OX0135  NGVD 29 (??/??/92) 1799.984  (m)         5905.45   (f) ADJ UNCH    2 0
 OX0135
 OX0135.Superseded values are not recommended for survey control.
 OX0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0135.See file dsdata.txt to determine how the superseded data were derived.
 OX0135
 OX0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN219963(NAD 83)
 OX0135_MARKER: DB = BENCH MARK DISK
 OX0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0135_SP_SET: ABUTMENT
 OX0135_STAMPING: H 78 1948
 OX0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0135
 OX0135  HISTORY     - Date     Condition        Report By
 OX0135  HISTORY     - 1948     MONUMENTED       CGS
 OX0135  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0135
 OX0135                          STATION DESCRIPTION
 OX0135
 OX0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0135'IN MOUTH OF HOBACK RIVER.
 OX0135'AT THE MOUTH OF THE HOBACK RIVER, AT THE LARGE STEEL BRIDGE OVER THE
 OX0135'HOBACK RIVER, 9.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, SET
 OX0135'IN THE TOP AND AT THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT
 OX0135'OF THE BRIDGE.
 OX0135
 OX0135                          STATION RECOVERY (1963)
 OX0135
 OX0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0677 ***********************************************************************
 MO0677  DESIGNATION -  H 79
 MO0677  PID         -  MO0677
 MO0677  STATE/COUNTY-  WY/ALBANY
 MO0677  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0677
 MO0677                         *CURRENT SURVEY CONTROL
 MO0677  ___________________________________________________________________
 MO0677* NAD 83(1986)-  41 02 45.     (N)    105 55 24.     (W)     SCALED    
 MO0677* NAVD 88     -      2320.037  (meters)    7611.65   (feet)  ADJUSTED  
 MO0677  ___________________________________________________________________
 MO0677  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 MO0677  DYNAMIC HT  -        2317.845 (meters)    7604.46  (feet)  COMP
 MO0677  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 MO0677
 MO0677  VERT ORDER  -  SECOND    CLASS 0
 MO0677
 MO0677.The horizontal coordinates were scaled from a topographic map and have
 MO0677.an estimated accuracy of +/- 6 seconds.
 MO0677
 MO0677.The orthometric height was determined by differential leveling
 MO0677.and adjusted by the National Geodetic Survey in June 1991..
 MO0677
 MO0677.The geoid height was determined by GEOID03.
 MO0677
 MO0677.The dynamic height is computed by dividing the NAVD 88
 MO0677.geopotential number by the normal gravity value computed on the
 MO0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0677.degrees latitude (g = 980.6199 gals.).
 MO0677
 MO0677.The modeled gravity was interpolated from observed gravity values.
 MO0677
 MO0677;                    North         East    Units  Estimated Accuracy
 MO0677;SPC WY E     -    60,890.      136,390.      MT  (+/- 180 meters Scaled)
 MO0677
 MO0677                          SUPERSEDED SURVEY CONTROL
 MO0677
 MO0677  NGVD 29 (??/??/92) 2318.830  (m)         7607.69   (f) ADJ UNCH    2 0
 MO0677
 MO0677.Superseded values are not recommended for survey control.
 MO0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0677.See file dsdata.txt to determine how the superseded data were derived.
 MO0677
 MO0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF224442(NAD 83)
 MO0677_MARKER: DB = BENCH MARK DISK
 MO0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0677_STAMPING: H 79 1951
 MO0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0677+STABILITY: SURFACE MOTION
 MO0677
 MO0677  HISTORY     - Date     Condition        Report By
 MO0677  HISTORY     - 1951     MONUMENTED       CGS
 MO0677
 MO0677                          STATION DESCRIPTION
 MO0677
 MO0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0677'13.8 MI SE FROM WOODS LANDING.
 MO0677'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0677'RIVER BRIDGE AT WOODS LANDING, THENCE 5.65 MILES NORTHEAST
 MO0677'ALONG A WINDING GRAVELED ROAD, 0.2 MILE NORTHEAST OF A SMALL
 MO0677'EARTH DAM, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 MO0677'2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0677'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0288 ***********************************************************************
 PV0288  DESIGNATION -  H 8
 PV0288  PID         -  PV0288
 PV0288  STATE/COUNTY-  WY/CAMPBELL
 PV0288  USGS QUAD   -  ORIVA (1971)
 PV0288
 PV0288                         *CURRENT SURVEY CONTROL
 PV0288  ___________________________________________________________________
 PV0288* NAD 83(1986)-  44 21 46.     (N)    105 44 52.     (W)     SCALED    
 PV0288* NAVD 88     -      1353.639  (meters)    4441.06   (feet)  POSTED    
 PV0288  ___________________________________________________________________
 PV0288  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 PV0288  DYNAMIC HT  -        1353.060 (meters)    4439.16  (feet)  COMP
 PV0288  MODELED GRAV-     980,146.2   (mgal)                       NAVD 88
 PV0288
 PV0288  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0288
 PV0288.The horizontal coordinates were scaled from a topographic map and have
 PV0288.an estimated accuracy of +/- 6 seconds.
 PV0288
 PV0288.The orthometric height was determined by differential leveling
 PV0288.and adjusted by the National Geodetic Survey in 1992..
 PV0288.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0288.rate of 0.0 thru 1.0 mm/km.
 PV0288
 PV0288.The geoid height was determined by GEOID03.
 PV0288
 PV0288.The dynamic height is computed by dividing the NAVD 88
 PV0288.geopotential number by the normal gravity value computed on the
 PV0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0288.degrees latitude (g = 980.6199 gals.).
 PV0288
 PV0288.The modeled gravity was interpolated from observed gravity values.
 PV0288
 PV0288;                    North         East    Units  Estimated Accuracy
 PV0288;SPC WY E     -   429,220.      153,680.      MT  (+/- 180 meters Scaled)
 PV0288
 PV0288                          SUPERSEDED SURVEY CONTROL
 PV0288
 PV0288.No superseded survey control is available for this station.
 PV0288
 PV0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK404124(NAD 83)
 PV0288_MARKER: P = PIPE CAP
 PV0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PV0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0288
 PV0288  HISTORY     - Date     Condition        Report By
 PV0288  HISTORY     - 1908     MONUMENTED       CGS
 PV0288  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0288
 PV0288                          STATION DESCRIPTION
 PV0288
 PV0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0288'AT KIER.
 PV0288'AT KIER, CROOK COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 PV0288'RR, DIRECTLY OPPOSITE THE STATION SIGN, N. OF THE TELEPHONE
 PV0288'BOOTH, 27 YARDS NE OF THE CENTERLINE OF THE MAIN TRACK, AND 3 FEET
 PV0288'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD CAP, FASTENED ON
 PV0288'THE TOP OF A 3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0033 ***********************************************************************
 MO0033  DESIGNATION -  H 8
 MO0033  PID         -  MO0033
 MO0033  STATE/COUNTY-  WY/LARAMIE
 MO0033  USGS QUAD   -  
 MO0033
 MO0033                         *CURRENT SURVEY CONTROL
 MO0033  ___________________________________________________________________
 MO0033* NAD 83(1993)-  41 33 35.00036(N)    104 17 39.50456(W)     ADJUSTED  
 MO0033* NAVD 88     -      1545.355  (meters)    5070.05   (feet)  ADJUSTED  
 MO0033  ___________________________________________________________________
 MO0033  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 MO0033  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 MO0033  DYNAMIC HT  -        1544.229 (meters)    5066.36  (feet)  COMP
 MO0033  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 MO0033
 MO0033  HORZ ORDER  -  THIRD
 MO0033  VERT ORDER  -  SECOND    CLASS 0
 MO0033
 MO0033.The horizontal coordinates were established by classical geodetic methods
 MO0033.and adjusted by the National Geodetic Survey in January 1997..
 MO0033
 MO0033.The orthometric height was determined by differential leveling
 MO0033.and adjusted by the National Geodetic Survey in June 1991..
 MO0033
 MO0033.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0033
 MO0033.The geoid height was determined by GEOID03.
 MO0033
 MO0033.The dynamic height is computed by dividing the NAVD 88
 MO0033.geopotential number by the normal gravity value computed on the
 MO0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0033.degrees latitude (g = 980.6199 gals.).
 MO0033
 MO0033.The modeled gravity was interpolated from observed gravity values.
 MO0033
 MO0033;                    North         East     Units Scale Factor Converg.
 MO0033;SPC WY E     -   118,047.081   272,767.541   MT  1.00000264   +0 34 43.5
 MO0033;UTM  13      - 4,601,134.994   558,845.145   MT  0.99964261   +0 28 05.4
 MO0033
 MO0033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0033!SPC WY E     -   0.99976040  x   1.00000264  =   0.99976304
 MO0033!UTM  13      -   0.99976040  x   0.99964261  =   0.99940310
 MO0033
 MO0033:                Primary Azimuth Mark                     Grid Az
 MO0033:SPC WY E     -  H 6                                      297 53 57.5
 MO0033:UTM  13      -  H 6                                      298 00 35.6
 MO0033
 MO0033|---------------------------------------------------------------------|
 MO0033| PID    Reference Object                     Distance      Geod. Az  |
 MO0033|                                                           dddmmss.s |
 MO0033| MO0839 H 6                                 453.223 METERS 2982841.0 |
 MO0033|---------------------------------------------------------------------|
 MO0033
 MO0033                          SUPERSEDED SURVEY CONTROL
 MO0033
 MO0033  NAD 83(1986)-  41 33 34.98676(N)    104 17 39.50643(W) AD(       ) 3
 MO0033  NGVD 29 (??/??/92) 1544.55   (m)         5067.4    (f) COMPUTED    2 0
 MO0033
 MO0033.Superseded values are not recommended for survey control.
 MO0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0033.See file dsdata.txt to determine how the superseded data were derived.
 MO0033
 MO0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5884501135(NAD 83)
 MO0033_MARKER: DD = SURVEY DISK
 MO0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0033+STABILITY: SURFACE MOTION
 MO0033
 MO0033  HISTORY     - Date     Condition        Report By
 MO0033  HISTORY     - UNK      MONUMENTED       DOD
 MO0033  HISTORY     - 1960     GOOD             NGS
 MO0033
 MO0033                          STATION DESCRIPTION
 MO0033
 MO0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MO0033'10 MI SW FROM LAGRANGE.
 MO0033'THE STATION IS LOCATED AT FRANCIS E. WARREN AIR FORCE BASE
 MO0033'MISSILE SITE 549-2, ABOUT 430 FEET NORTHWEST OF THE ENTRANCE
 MO0033'GATE TO THE MISSILE SITE, 30 FEET NORTH OF THE CENTER OF THE
 MO0033'ROAD, 11 FEET SOUTH OF THE FENCE, SET IN THE TOP OF A 6-INCH
 MO0033'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0076 ***********************************************************************
 MO0076  DESIGNATION -  H 80
 MO0076  PID         -  MO0076
 MO0076  STATE/COUNTY-  WY/LARAMIE
 MO0076  USGS QUAD   -  PINE BLUFFS SE (1991)
 MO0076
 MO0076                         *CURRENT SURVEY CONTROL
 MO0076  ___________________________________________________________________
 MO0076* NAD 83(1986)-  41 07 17.     (N)    104 03 49.     (W)     SCALED    
 MO0076* NAVD 88     -      1604.944  (meters)    5265.55   (feet)  ADJUSTED  
 MO0076  ___________________________________________________________________
 MO0076  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 MO0076  DYNAMIC HT  -        1603.679 (meters)    5261.40  (feet)  COMP
 MO0076  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 MO0076
 MO0076  VERT ORDER  -  SECOND    CLASS 0
 MO0076
 MO0076.The horizontal coordinates were scaled from a topographic map and have
 MO0076.an estimated accuracy of +/- 6 seconds.
 MO0076
 MO0076.The orthometric height was determined by differential leveling
 MO0076.and adjusted by the National Geodetic Survey in June 1991..
 MO0076
 MO0076.The geoid height was determined by GEOID03.
 MO0076
 MO0076.The dynamic height is computed by dividing the NAVD 88
 MO0076.geopotential number by the normal gravity value computed on the
 MO0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0076.degrees latitude (g = 980.6199 gals.).
 MO0076
 MO0076.The modeled gravity was interpolated from observed gravity values.
 MO0076
 MO0076;                    North         East    Units  Estimated Accuracy
 MO0076;SPC WY E     -    69,590.      292,630.      MT  (+/- 180 meters Scaled)
 MO0076
 MO0076                          SUPERSEDED SURVEY CONTROL
 MO0076
 MO0076  NGVD 29 (??/??/92) 1604.115  (m)         5262.83   (f) ADJ UNCH    2 0
 MO0076
 MO0076.Superseded values are not recommended for survey control.
 MO0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0076.See file dsdata.txt to determine how the superseded data were derived.
 MO0076
 MO0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF786526(NAD 83)
 MO0076_MARKER: DB = BENCH MARK DISK
 MO0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0076_STAMPING: H 80 1952
 MO0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0076+STABILITY: SURFACE MOTION
 MO0076
 MO0076  HISTORY     - Date     Condition        Report By
 MO0076  HISTORY     - 1952     MONUMENTED       CGS
 MO0076
 MO0076                          STATION DESCRIPTION
 MO0076
 MO0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0076'4.8 MI SE FROM PINE BLUFFS.
 MO0076'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 MO0076'RAILROAD STATION AT PINE BLUFFS, THENCE 4.4 MILES SOUTH ALONG
 MO0076'A GRAVELED ROAD, 36 FEET EAST OF THE CENTER LINE OF A GRAVELED
 MO0076'ROAD, 24 FEET NORTH OF A FENCE CORNER, 7 FEET NORTHWEST OF A
 MO0076'POWER POLE, 4 FEET WEST OF A FENCE, 3.8 FEET NORTH OF A
 MO0076'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0076'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0117 ***********************************************************************
 MO0117  DESIGNATION -  H 81
 MO0117  PID         -  MO0117
 MO0117  STATE/COUNTY-  WY/LARAMIE
 MO0117  USGS QUAD   -  BURNS (1991)
 MO0117
 MO0117                         *CURRENT SURVEY CONTROL
 MO0117  ___________________________________________________________________
 MO0117* NAD 83(1986)-  41 11 48.     (N)    104 21 42.     (W)     SCALED    
 MO0117* NAVD 88     -      1665.175  (meters)    5463.16   (feet)  ADJUSTED  
 MO0117  ___________________________________________________________________
 MO0117  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 MO0117  DYNAMIC HT  -        1663.812 (meters)    5458.69  (feet)  COMP
 MO0117  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 MO0117
 MO0117  VERT ORDER  -  SECOND    CLASS 0
 MO0117
 MO0117.The horizontal coordinates were scaled from a topographic map and have
 MO0117.an estimated accuracy of +/- 6 seconds.
 MO0117
 MO0117.The orthometric height was determined by differential leveling
 MO0117.and adjusted by the National Geodetic Survey in June 1991..
 MO0117
 MO0117.The geoid height was determined by GEOID03.
 MO0117
 MO0117.The dynamic height is computed by dividing the NAVD 88
 MO0117.geopotential number by the normal gravity value computed on the
 MO0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0117.degrees latitude (g = 980.6199 gals.).
 MO0117
 MO0117.The modeled gravity was interpolated from observed gravity values.
 MO0117
 MO0117;                    North         East    Units  Estimated Accuracy
 MO0117;SPC WY E     -    77,670.      267,520.      MT  (+/- 180 meters Scaled)
 MO0117
 MO0117                          SUPERSEDED SURVEY CONTROL
 MO0117
 MO0117  NGVD 29 (??/??/92) 1664.268  (m)         5460.19   (f) ADJ UNCH    2 0
 MO0117
 MO0117.Superseded values are not recommended for survey control.
 MO0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0117.See file dsdata.txt to determine how the superseded data were derived.
 MO0117
 MO0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF535607(NAD 83)
 MO0117_MARKER: DB = BENCH MARK DISK
 MO0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0117_SP_SET: ELEVATOR
 MO0117_STAMPING: H 81 1952
 MO0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0117
 MO0117  HISTORY     - Date     Condition        Report By
 MO0117  HISTORY     - 1952     MONUMENTED       CGS
 MO0117
 MO0117                          STATION DESCRIPTION
 MO0117
 MO0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0117'0.2 MI W FROM BURNS.
 MO0117'0.15 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0117'AT BURNS, AT THE FARMERS GRAIN ELEVATOR, 85 FEET SOUTH OF THE
 MO0117'SOUTH RAIL OF THE SOUTH TRACK, SET VERTICALLY IN THE NORTH SIDE
 MO0117'OF THE WEST PART OF THE ELEVATOR, 1.8 FEET EAST OF THE NORTHWEST
 MO0117'CORNER OF THE WEST ENTRANCE, 2.9 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0171 ***********************************************************************
 PX0171  DESIGNATION -  H 84
 PX0171  PID         -  PX0171
 PX0171  STATE/COUNTY-  WY/PARK
 PX0171  USGS QUAD   -  GOFF LAKE (1987)
 PX0171
 PX0171                         *CURRENT SURVEY CONTROL
 PX0171  ___________________________________________________________________
 PX0171* NAD 83(1986)-  44 40 02.     (N)    109 11 16.     (W)     SCALED    
 PX0171* NAVD 88     -      1662.991  (meters)    5456.00   (feet)  ADJUSTED  
 PX0171  ___________________________________________________________________
 PX0171  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 PX0171  DYNAMIC HT  -        1662.122 (meters)    5453.15  (feet)  COMP
 PX0171  MODELED GRAV-     980,037.0   (mgal)                       NAVD 88
 PX0171
 PX0171  VERT ORDER  -  SECOND    CLASS 0
 PX0171
 PX0171.The horizontal coordinates were scaled from a topographic map and have
 PX0171.an estimated accuracy of +/- 6 seconds.
 PX0171
 PX0171.The orthometric height was determined by differential leveling
 PX0171.and adjusted by the National Geodetic Survey in June 1991..
 PX0171
 PX0171.The geoid height was determined by GEOID03.
 PX0171
 PX0171.The dynamic height is computed by dividing the NAVD 88
 PX0171.geopotential number by the normal gravity value computed on the
 PX0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0171.degrees latitude (g = 980.6199 gals.).
 PX0171
 PX0171.The modeled gravity was interpolated from observed gravity values.
 PX0171
 PX0171;                    North         East    Units  Estimated Accuracy
 PX0171;SPC WYWC     -   462,980.      565,290.      MT  (+/- 180 meters Scaled)
 PX0171
 PX0171                          SUPERSEDED SURVEY CONTROL
 PX0171
 PX0171  NGVD 29 (??/??/92) 1661.849  (m)         5452.25   (f) ADJ UNCH    2 0
 PX0171
 PX0171.Superseded values are not recommended for survey control.
 PX0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0171.See file dsdata.txt to determine how the superseded data were derived.
 PX0171
 PX0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ436475(NAD 83)
 PX0171_MARKER: DB = BENCH MARK DISK
 PX0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0171_STAMPING: H 84 1934
 PX0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0171+STABILITY: SURFACE MOTION
 PX0171
 PX0171  HISTORY     - Date     Condition        Report By
 PX0171  HISTORY     - 1934     MONUMENTED       CGS
 PX0171  HISTORY     - 1983     GOOD             USGS
 PX0171
 PX0171                          STATION DESCRIPTION
 PX0171
 PX0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0171'12.9 MI W FROM CODY.
 PX0171'12.9 MILES WEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE POST
 PX0171'OFFICE AT CODY, PARK COUNTY, 35 FEET NORTH OF THE CENTER LINE OF THE
 PX0171'ROAD, 35 FEET SOUTH OF AN EAST-AND-WEST FENCE, AND 12 FEET NORTHEAST
 PX0171'OF A POLE.  A STANDARD DISK, STAMPED H 84 1934 AND SET IN THE TOP OF A
 PX0171'CONCRETE POST.
 PX0171
 PX0171                          STATION RECOVERY (1983)
 PX0171
 PX0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0171'CODY, JCT. OF U.S. HWYS. 14,16,20 AND ALTERNATE U.S. HWY. 14, WYO.
 PX0171'STATE HWY. 120 AT THENCE 0.4 MILE NORTH ALONG ALT. 14 AND STATE 120,
 PX0171'THENCE 11.6 MILES NORTHWEST ALONG STATE HWY. 120, THENCE THRU GATE ON
 PX0171'WEST SIDE OF HWY. AND CONTINUE NORTHWEST 0.45 MILES ALONG TRACK RD.
 PX0171'ABOUT 0.1 MILE SOUTHEAST OF RD. AT FENCE, 495 FT. SOUTHWEST OF HWY.
 PX0171'24 FT. NORTHWEST OF TRACK RD. IN CONCRETE POST PROJECT 0.5 FT. A
 PX0171'STANDARD DISK STAMPED 'H 84 1934.'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0115 ***********************************************************************
 PX0115  DESIGNATION -  H 85
 PX0115  PID         -  PX0115
 PX0115  STATE/COUNTY-  WY/PARK
 PX0115  USGS QUAD   -  Y U BENCH NW (1951)
 PX0115
 PX0115                         *CURRENT SURVEY CONTROL
 PX0115  ___________________________________________________________________
 PX0115* NAD 83(1986)-  44 28 39.     (N)    108 44 10.     (W)     SCALED    
 PX0115* NAVD 88     -      1529.153  (meters)    5016.90   (feet)  ADJUSTED  
 PX0115  ___________________________________________________________________
 PX0115  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 PX0115  DYNAMIC HT  -        1528.360 (meters)    5014.29  (feet)  COMP
 PX0115  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 PX0115
 PX0115  VERT ORDER  -  SECOND    CLASS 0
 PX0115
 PX0115.The horizontal coordinates were scaled from a topographic map and have
 PX0115.an estimated accuracy of +/- 6 seconds.
 PX0115
 PX0115.The orthometric height was determined by differential leveling
 PX0115.and adjusted by the National Geodetic Survey in June 1991..
 PX0115
 PX0115.The geoid height was determined by GEOID03.
 PX0115
 PX0115.The dynamic height is computed by dividing the NAVD 88
 PX0115.geopotential number by the normal gravity value computed on the
 PX0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0115.degrees latitude (g = 980.6199 gals.).
 PX0115
 PX0115.The modeled gravity was interpolated from observed gravity values.
 PX0115
 PX0115;                    North         East    Units  Estimated Accuracy
 PX0115;SPC WYWC     -   441,800.      601,110.      MT  (+/- 180 meters Scaled)
 PX0115
 PX0115                          SUPERSEDED SURVEY CONTROL
 PX0115
 PX0115  NGVD 29 (??/??/92) 1528.082  (m)         5013.38   (f) ADJ UNCH    2 0
 PX0115
 PX0115.Superseded values are not recommended for survey control.
 PX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0115.See file dsdata.txt to determine how the superseded data were derived.
 PX0115
 PX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ800274(NAD 83)
 PX0115_MARKER: DB = BENCH MARK DISK
 PX0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0115_SP_SET: CULVERT
 PX0115_STAMPING: H 85 1934
 PX0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0115
 PX0115  HISTORY     - Date     Condition        Report By
 PX0115  HISTORY     - 1934     MONUMENTED       CGS
 PX0115
 PX0115                          STATION DESCRIPTION
 PX0115
 PX0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0115'17.3 MI E FROM CODY.
 PX0115'ABOUT 17.3 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PX0115'CODY, PARK COUNTY, ABOUT 13.9 MILES EAST OF THE JUNCTION OF STATE
 PX0115'HIGHWAY 420, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEAD WALL,
 PX0115'22.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3.5 FEET
 PX0115'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED H 85 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0319 ***********************************************************************
 PV0319  DESIGNATION -  H 86
 PV0319  PID         -  PV0319
 PV0319  STATE/COUNTY-  WY/CAMPBELL
 PV0319  USGS QUAD   -  BLACK DRAW (1971)
 PV0319
 PV0319                         *CURRENT SURVEY CONTROL
 PV0319  ___________________________________________________________________
 PV0319* NAD 83(1986)-  44 57 17.     (N)    105 55 06.     (W)     SCALED    
 PV0319* NAVD 88     -      1050.154  (meters)    3445.38   (feet)  ADJUSTED  
 PV0319  ___________________________________________________________________
 PV0319  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 PV0319  DYNAMIC HT  -        1049.837 (meters)    3444.34  (feet)  COMP
 PV0319  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 PV0319
 PV0319  VERT ORDER  -  SECOND    CLASS 0
 PV0319
 PV0319.The horizontal coordinates were scaled from a topographic map and have
 PV0319.an estimated accuracy of +/- 6 seconds.
 PV0319
 PV0319.The orthometric height was determined by differential leveling
 PV0319.and adjusted by the National Geodetic Survey in June 1991..
 PV0319
 PV0319.The geoid height was determined by GEOID03.
 PV0319
 PV0319.The dynamic height is computed by dividing the NAVD 88
 PV0319.geopotential number by the normal gravity value computed on the
 PV0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0319.degrees latitude (g = 980.6199 gals.).
 PV0319
 PV0319.The modeled gravity was interpolated from observed gravity values.
 PV0319
 PV0319;                    North         East    Units  Estimated Accuracy
 PV0319;SPC WY E     -   495,110.      140,690.      MT  (+/- 180 meters Scaled)
 PV0319
 PV0319                          SUPERSEDED SURVEY CONTROL
 PV0319
 PV0319  NGVD 29 (??/??/92) 1049.511  (m)         3443.27   (f) ADJ UNCH    2 0
 PV0319
 PV0319.Superseded values are not recommended for survey control.
 PV0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0319.See file dsdata.txt to determine how the superseded data were derived.
 PV0319
 PV0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK275783(NAD 83)
 PV0319_MARKER: DB = BENCH MARK DISK
 PV0319_SETTING: 66 = SET IN ROCK OUTCROP
 PV0319_SP_SET: FLAT ROCK
 PV0319_STAMPING: H 86 1934
 PV0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0319+STABILITY: POSITION/ELEVATION WELL
 PV0319
 PV0319  HISTORY     - Date     Condition        Report By
 PV0319  HISTORY     - 1934     MONUMENTED       CGS
 PV0319  HISTORY     - 1953     GOOD             NGS
 PV0319
 PV0319                          STATION DESCRIPTION
 PV0319
 PV0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0319'10.1 MI S FROM MOOREHEAD.
 PV0319'IN CAMPBELL COUNTY, WYOMING, 10.1 MILES SOUTH ALONG THE ROAD
 PV0319'LEADING TO ARVADA FROM THE POST OFFICE AT MOORHEAD, POWDER RIVER
 PV0319'COUNTY, MONTANA, 0.7 MILE SOUTH OF A RANCH HOUSE, ON THE
 PV0319'NORTHEAST EDGE OF A MEADOW, HALFWAY DOWN A HILL, 34.3 FEET
 PV0319'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 11 FEET SOUTHWEST OF A
 PV0319'FENCE, IN THE TOP OF A LARGE FLAT ROCK, AND 1-1/2 FEET LOWER
 PV0319'THAN THE ROAD.  A STANDARD DISK, STAMPED H 86 1934.
 PV0319
 PV0319                          STATION RECOVERY (1953)
 PV0319
 PV0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PV0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0734 ***********************************************************************
 MO0734  DESIGNATION -  H 88
 MO0734  PID         -  MO0734
 MO0734  STATE/COUNTY-  WY/ALBANY
 MO0734  USGS QUAD   -  SYBILLE SPRINGS (1981)
 MO0734
 MO0734                         *CURRENT SURVEY CONTROL
 MO0734  ___________________________________________________________________
 MO0734* NAD 83(1986)-  41 41 34.     (N)    105 30 32.     (W)     SCALED    
 MO0734* NAVD 88     -      2133.023  (meters)    6998.09   (feet)  ADJUSTED  
 MO0734  ___________________________________________________________________
 MO0734  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 MO0734  DYNAMIC HT  -        2131.327 (meters)    6992.53  (feet)  COMP
 MO0734  MODELED GRAV-     979,749.9   (mgal)                       NAVD 88
 MO0734
 MO0734  VERT ORDER  -  SECOND    CLASS 0
 MO0734
 MO0734.The horizontal coordinates were scaled from a topographic map and have
 MO0734.an estimated accuracy of +/- 6 seconds.
 MO0734
 MO0734.The orthometric height was determined by differential leveling
 MO0734.and adjusted by the National Geodetic Survey in June 1991..
 MO0734
 MO0734.The geoid height was determined by GEOID03.
 MO0734
 MO0734.The dynamic height is computed by dividing the NAVD 88
 MO0734.geopotential number by the normal gravity value computed on the
 MO0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0734.degrees latitude (g = 980.6199 gals.).
 MO0734
 MO0734.The modeled gravity was interpolated from observed gravity values.
 MO0734
 MO0734;                    North         East    Units  Estimated Accuracy
 MO0734;SPC WY E     -   132,510.      171,510.      MT  (+/- 180 meters Scaled)
 MO0734
 MO0734                          SUPERSEDED SURVEY CONTROL
 MO0734
 MO0734  NGVD 29 (??/??/92) 2132.043  (m)         6994.88   (f) ADJ UNCH    2 0
 MO0734
 MO0734.Superseded values are not recommended for survey control.
 MO0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0734.See file dsdata.txt to determine how the superseded data were derived.
 MO0734
 MO0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG576157(NAD 83)
 MO0734_MARKER: DB = BENCH MARK DISK
 MO0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0734_STAMPING: H 88 1934
 MO0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0734+STABILITY: SURFACE MOTION
 MO0734
 MO0734  HISTORY     - Date     Condition        Report By
 MO0734  HISTORY     - 1934     MONUMENTED       CGS
 MO0734  HISTORY     - 1966     GOOD             NGS
 MO0734
 MO0734                          STATION DESCRIPTION
 MO0734
 MO0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0734'15.3 MI NE FROM BOSLER.
 MO0734'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0734'BOSLER, THENCE 13.35 MILES NORTHEAST ALONG STATE HIGHWAY 34,
 MO0734'0.5 MILE SOUTHWEST OF WEST SYBILLE CREEK, ABOUT MIDWAY BETWEEN
 MO0734'CURVES, 73 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MO0734'55 1/2 FEET NORTHWEST OF THE CENTER OF THE NORTHWEST END OF A
 MO0734'24-INCH PIPE CULVERT, 18 1/2 FEET EAST OF THE SOUTH END OF A
 MO0734'SNOW FENCE, 2.9 FEET SOUTHEAST OF A FENCE, 7.9 FEET WEST OF A
 MO0734'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET
 MO0734'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 MO0734'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0067 ***********************************************************************
 MO0067  DESIGNATION -  H 89
 MO0067  PID         -  MO0067
 MO0067  STATE/COUNTY-  WY/LARAMIE
 MO0067  USGS QUAD   -  MIDWAY (1991)
 MO0067
 MO0067                         *CURRENT SURVEY CONTROL
 MO0067  ___________________________________________________________________
 MO0067* NAD 83(1986)-  41 24 16.     (N)    104 27 19.     (W)     SCALED    
 MO0067* NAVD 88     -      1743.205  (meters)    5719.17   (feet)  ADJUSTED  
 MO0067  ___________________________________________________________________
 MO0067  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 MO0067  DYNAMIC HT  -        1741.836 (meters)    5714.67  (feet)  COMP
 MO0067  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 MO0067
 MO0067  VERT ORDER  -  SECOND    CLASS 0
 MO0067
 MO0067.The horizontal coordinates were scaled from a topographic map and have
 MO0067.an estimated accuracy of +/- 6 seconds.
 MO0067
 MO0067.The orthometric height was determined by differential leveling
 MO0067.and adjusted by the National Geodetic Survey in June 1991..
 MO0067
 MO0067.The geoid height was determined by GEOID03.
 MO0067
 MO0067.The dynamic height is computed by dividing the NAVD 88
 MO0067.geopotential number by the normal gravity value computed on the
 MO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0067.degrees latitude (g = 980.6199 gals.).
 MO0067
 MO0067.The modeled gravity was interpolated from observed gravity values.
 MO0067
 MO0067;                    North         East    Units  Estimated Accuracy
 MO0067;SPC WY E     -   100,680.      259,480.      MT  (+/- 180 meters Scaled)
 MO0067
 MO0067                          SUPERSEDED SURVEY CONTROL
 MO0067
 MO0067  NGVD 29 (??/??/92) 1742.318  (m)         5716.26   (f) ADJ UNCH    2 0
 MO0067
 MO0067.Superseded values are not recommended for survey control.
 MO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0067.See file dsdata.txt to determine how the superseded data were derived.
 MO0067
 MO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF455837(NAD 83)
 MO0067_MARKER: DB = BENCH MARK DISK
 MO0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0067_STAMPING: H 89 1934
 MO0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0067+STABILITY: SURFACE MOTION
 MO0067
 MO0067  HISTORY     - Date     Condition        Report By
 MO0067  HISTORY     - 1934     MONUMENTED       CGS
 MO0067  HISTORY     - 1959     GOOD             NGS
 MO0067  HISTORY     - 1963     MARK NOT FOUND   NGS
 MO0067
 MO0067                          STATION DESCRIPTION
 MO0067
 MO0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0067'25.5 MI SW FROM LAGRANGE.
 MO0067'IN LARAMIE COUNTY, 4.0 MILES WEST ALONG THE OILED COUNTY ROAD
 MO0067'LEADING TO U.S. HIGHWAY 85 FROM THE POST OFFICE AT LAGRANGE,
 MO0067'GOSHEN COUNTY, THENCE 21.5 MILES SOUTHWEST ALONG U.S. HIGHWAY
 MO0067'85, 0.3 MILE NORTHEAST OF A SCHOOLHOUSE, 83.8 FEET WEST OF THE
 MO0067'CENTERLINE OF A SIDE ROAD, 50.1 FEET NORTHWEST OF THE CENTERLINE
 MO0067'OF THE HIGHWAY, AND 1.6 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 MO0067'STAMPED H 89 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0067
 MO0067                          STATION RECOVERY (1963)
 MO0067
 MO0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MO0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0109 ***********************************************************************
 PY0109  DESIGNATION -  H 9
 PY0109  PID         -  PY0109
 PY0109  STATE/COUNTY-  WY/PARK
 PY0109  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0109
 PY0109                         *CURRENT SURVEY CONTROL
 PY0109  ___________________________________________________________________
 PY0109* NAD 83(1986)-  44 44 00.     (N)    110 41 44.     (W)     SCALED    
 PY0109* NAVD 88     -      2282.493  (meters)    7488.48   (feet)  ADJUSTED  
 PY0109  ___________________________________________________________________
 PY0109  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0109  DYNAMIC HT  -        2281.117 (meters)    7483.96  (feet)  COMP
 PY0109  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 PY0109
 PY0109  VERT ORDER  -  FIRST     CLASS II
 PY0109
 PY0109.The horizontal coordinates were scaled from a topographic map and have
 PY0109.an estimated accuracy of +/- 6 seconds.
 PY0109
 PY0109.The orthometric height was determined by differential leveling
 PY0109.and adjusted by the National Geodetic Survey in June 1991..
 PY0109
 PY0109.The geoid height was determined by GEOID03.
 PY0109
 PY0109.The dynamic height is computed by dividing the NAVD 88
 PY0109.geopotential number by the normal gravity value computed on the
 PY0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0109.degrees latitude (g = 980.6199 gals.).
 PY0109
 PY0109.The modeled gravity was interpolated from observed gravity values.
 PY0109
 PY0109;                    North         East    Units  Estimated Accuracy
 PY0109;SPC WYWC     -   472,070.      445,900.      MT  (+/- 180 meters Scaled)
 PY0109
 PY0109                          SUPERSEDED SURVEY CONTROL
 PY0109
 PY0109  NGVD 29 (08/20/92) 2281.188  (m)         7484.20   (f) ADJUSTED    1 2
 PY0109
 PY0109.Superseded values are not recommended for survey control.
 PY0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0109.See file dsdata.txt to determine how the superseded data were derived.
 PY0109
 PY0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ241533(NAD 83)
 PY0109_MARKER: DB = BENCH MARK DISK
 PY0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0109_SP_SET: CONCRETE POST
 PY0109_STAMPING: H 9 1923 7484.047
 PY0109_MARK LOGO: CGS   
 PY0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0109+STABILITY: SURFACE MOTION
 PY0109
 PY0109  HISTORY     - Date     Condition        Report By
 PY0109  HISTORY     - 1923     MONUMENTED       CGS
 PY0109  HISTORY     - 1960     GOOD             NGS
 PY0109  HISTORY     - 1983     GOOD             NGS
 PY0109  HISTORY     - 1987     GOOD             NGS
 PY0109
 PY0109                          STATION DESCRIPTION
 PY0109
 PY0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0109'0.65 MI NE FROM NORRIS.
 PY0109'ABOUT 0.65 MILE NORTHEAST ALONG THE NORRIS JUNCTION-MAMMOTH HOT
 PY0109'SPRINGS HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 0.35 MILE SOUTH OF
 PY0109'A CONCRETE HIGHWAY BRIDGE OVER THE GIBBON RIVER, IN THE NORTHEAST SIDE
 PY0109'OF A TRIANGULAR PLOT OF GROUND FORMED BY THE JUNCTION OF A ROAD
 PY0109'LEADING TO VIRGINIA MEADOWS, 95 FEET NORTHEAST OF THE CENTER LINE OF
 PY0109'THE HIGHWAY, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD ON THE
 PY0109'NORTHEAST SIDE OF THE TRIANGLE, ABOUT 6 FEET BELOW THE LEVEL OF THE
 PY0109'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 FEET.
 PY0109
 PY0109                          STATION RECOVERY (1983)
 PY0109
 PY0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0109'RECOVERED IN GOOD CONDITION.
 PY0109
 PY0109                          STATION RECOVERY (1987)
 PY0109
 PY0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0212 ***********************************************************************
 MO0212  DESIGNATION -  H 91
 MO0212  PID         -  MO0212
 MO0212  STATE/COUNTY-  WY/LARAMIE
 MO0212  USGS QUAD   -  ALTVAN (1978)
 MO0212
 MO0212                         *CURRENT SURVEY CONTROL
 MO0212  ___________________________________________________________________
 MO0212* NAD 83(1986)-  41 07 22.     (N)    104 37 57.     (W)     SCALED    
 MO0212* NAVD 88     -      1768.152  (meters)    5801.01   (feet)  ADJUSTED  
 MO0212  ___________________________________________________________________
 MO0212  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 MO0212  DYNAMIC HT  -        1766.631 (meters)    5796.02  (feet)  COMP
 MO0212  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 MO0212
 MO0212  VERT ORDER  -  SECOND    CLASS 0
 MO0212
 MO0212.The horizontal coordinates were scaled from a topographic map and have
 MO0212.an estimated accuracy of +/- 6 seconds.
 MO0212
 MO0212.The orthometric height was determined by differential leveling
 MO0212.and adjusted by the National Geodetic Survey in June 1991..
 MO0212
 MO0212.The geoid height was determined by GEOID03.
 MO0212
 MO0212.The dynamic height is computed by dividing the NAVD 88
 MO0212.geopotential number by the normal gravity value computed on the
 MO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0212.degrees latitude (g = 980.6199 gals.).
 MO0212
 MO0212.The modeled gravity was interpolated from observed gravity values.
 MO0212
 MO0212;                    North         East    Units  Estimated Accuracy
 MO0212;SPC WY E     -    69,290.      244,860.      MT  (+/- 180 meters Scaled)
 MO0212
 MO0212                          SUPERSEDED SURVEY CONTROL
 MO0212
 MO0212  NGVD 29 (??/??/92) 1767.164  (m)         5797.77   (f) ADJ UNCH    2 0
 MO0212
 MO0212.Superseded values are not recommended for survey control.
 MO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0212.See file dsdata.txt to determine how the superseded data were derived.
 MO0212
 MO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF308524(NAD 83)
 MO0212_MARKER: DB = BENCH MARK DISK
 MO0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0212_STAMPING: H 91 1934
 MO0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0212+STABILITY: SURFACE MOTION
 MO0212
 MO0212  HISTORY     - Date     Condition        Report By
 MO0212  HISTORY     - 1934     MONUMENTED       CGS
 MO0212  HISTORY     - 1970     GOOD             LOCENG
 MO0212
 MO0212                          STATION DESCRIPTION
 MO0212
 MO0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0212'4 MI W FROM CAMP STOOL.
 MO0212'4.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MO0212'FROM THE STATION AT CAMP STOOL, LARAMIE COUNTY, 216 FEET EAST
 MO0212'OF MILEPOST 326, 38.5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 MO0212'8.0 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 91
 MO0212'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- C.B. AND Q.
 MO0212'RR HAS RECENTLY BEEN TORN UP.
 MO0212
 MO0212                          STATION RECOVERY (1970)
 MO0212
 MO0212'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 MO0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0052 ***********************************************************************
 MO0052  DESIGNATION -  H 96
 MO0052  PID         -  MO0052
 MO0052  STATE/COUNTY-  WY/LARAMIE
 MO0052  USGS QUAD   -  LINDBERGH (1991)
 MO0052
 MO0052                         *CURRENT SURVEY CONTROL
 MO0052  ___________________________________________________________________
 MO0052* NAD 83(1986)-  41 15 44.     (N)    104 07 23.     (W)     SCALED    
 MO0052* NAVD 88     -      1580.793  (meters)    5186.32   (feet)  ADJUSTED  
 MO0052  ___________________________________________________________________
 MO0052  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 MO0052  DYNAMIC HT  -        1579.556 (meters)    5182.26  (feet)  COMP
 MO0052  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 MO0052
 MO0052  VERT ORDER  -  SECOND    CLASS 0
 MO0052
 MO0052.The horizontal coordinates were scaled from a topographic map and have
 MO0052.an estimated accuracy of +/- 6 seconds.
 MO0052
 MO0052.The orthometric height was determined by differential leveling
 MO0052.and adjusted by the National Geodetic Survey in June 1991..
 MO0052
 MO0052.The geoid height was determined by GEOID03.
 MO0052
 MO0052.The dynamic height is computed by dividing the NAVD 88
 MO0052.geopotential number by the normal gravity value computed on the
 MO0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0052.degrees latitude (g = 980.6199 gals.).
 MO0052
 MO0052.The modeled gravity was interpolated from observed gravity values.
 MO0052
 MO0052;                    North         East    Units  Estimated Accuracy
 MO0052;SPC WY E     -    85,170.      287,450.      MT  (+/- 180 meters Scaled)
 MO0052
 MO0052                          SUPERSEDED SURVEY CONTROL
 MO0052
 MO0052  NGVD 29 (??/??/92) 1579.942  (m)         5183.53   (f) ADJ UNCH    2 0
 MO0052
 MO0052.Superseded values are not recommended for survey control.
 MO0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0052.See file dsdata.txt to determine how the superseded data were derived.
 MO0052
 MO0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF734682(NAD 83)
 MO0052_MARKER: DB = BENCH MARK DISK
 MO0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0052_STAMPING: H 96 1934
 MO0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0052+STABILITY: SURFACE MOTION
 MO0052
 MO0052  HISTORY     - Date     Condition        Report By
 MO0052  HISTORY     - 1934     MONUMENTED       CGS
 MO0052
 MO0052                          STATION DESCRIPTION
 MO0052
 MO0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0052'3.8 MI S FROM LINDBERGH.
 MO0052'3.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0052'STATION AT LINDBERGH, 75.2 FEET WEST OF THE WEST RAIL, 11.4 FEET
 MO0052'SOUTH OF THE SOUTH END OF A GATE, AND 2.2 FEET WEST OF THE
 MO0052'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 96 1934 AND SET
 MO0052'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0330 ***********************************************************************
 MO0330  DESIGNATION -  H 99
 MO0330  PID         -  MO0330
 MO0330  STATE/COUNTY-  WY/GOSHEN
 MO0330  USGS QUAD   -  Y B O CANYON (1990)
 MO0330
 MO0330                         *CURRENT SURVEY CONTROL
 MO0330  ___________________________________________________________________
 MO0330* NAD 83(1986)-  41 47 03.     (N)    104 36 53.     (W)     SCALED    
 MO0330* NAVD 88     -      1625.165  (meters)    5331.90   (feet)  ADJUSTED  
 MO0330  ___________________________________________________________________
 MO0330  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 MO0330  DYNAMIC HT  -        1623.971 (meters)    5327.98  (feet)  COMP
 MO0330  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 MO0330
 MO0330  VERT ORDER  -  SECOND    CLASS 0
 MO0330
 MO0330.The horizontal coordinates were scaled from a topographic map and have
 MO0330.an estimated accuracy of +/- 6 seconds.
 MO0330
 MO0330.The orthometric height was determined by differential leveling
 MO0330.and adjusted by the National Geodetic Survey in June 1991..
 MO0330
 MO0330.The geoid height was determined by GEOID03.
 MO0330
 MO0330.The dynamic height is computed by dividing the NAVD 88
 MO0330.geopotential number by the normal gravity value computed on the
 MO0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0330.degrees latitude (g = 980.6199 gals.).
 MO0330
 MO0330.The modeled gravity was interpolated from observed gravity values.
 MO0330
 MO0330;                    North         East    Units  Estimated Accuracy
 MO0330;SPC WY E     -   142,750.      245,880.      MT  (+/- 180 meters Scaled)
 MO0330
 MO0330                          SUPERSEDED SURVEY CONTROL
 MO0330
 MO0330  NGVD 29 (??/??/92) 1624.320  (m)         5329.12   (f) ADJ UNCH    2 0
 MO0330
 MO0330.Superseded values are not recommended for survey control.
 MO0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0330.See file dsdata.txt to determine how the superseded data were derived.
 MO0330
 MO0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG320258(NAD 83)
 MO0330_MARKER: DB = BENCH MARK DISK
 MO0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0330_STAMPING: H 99 1934
 MO0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0330+STABILITY: SURFACE MOTION
 MO0330
 MO0330  HISTORY     - Date     Condition        Report By
 MO0330  HISTORY     - 1934     MONUMENTED       CGS
 MO0330
 MO0330                          STATION DESCRIPTION
 MO0330
 MO0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0330'11 MI E FROM CHUGWATER.
 MO0330'IN GOSHEN COUNTY, 11 MILES EAST AND 2 MILES NORTH ALONG THE COUNTY
 MO0330'ROAD LEADING TO HAWK SPRINGS FROM THE COLORADO AND SOUTHERN
 MO0330'RAILWAY STATION AT CHUGWATER, PLATTE COUNTY, AT THE SOUTHEAST
 MO0330'CORNER OF SEC. 14, T. 21 N., R 65 W., AT A CROSS ROAD, 39 FEET
 MO0330'NORTH OF THE CENTERLINE OF THE CROSS ROAD, 37 FEET WEST OF THE
 MO0330'CENTERLINE OF THE HAWK SPRINGS ROAD, 78 FEET SOUTHEAST OF THE
 MO0330'SOUTHEAST CORNER OF AN OLD DESERTED BUILDING, IN A FENCE CORNER,
 MO0330'6 FEET NORTH OF THE EAST-AND-WEST FENCE, AND 4 FEET WEST OF THE
 MO0330'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED H 99 1934 AND
 MO0330'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0681 ***********************************************************************
 NQ0681  DESIGNATION -  HAKALO
 NQ0681  PID         -  NQ0681
 NQ0681  STATE/COUNTY-  WY/CONVERSE
 NQ0681  USGS QUAD   -  PARKERTON (1973)
 NQ0681
 NQ0681                         *CURRENT SURVEY CONTROL
 NQ0681  ___________________________________________________________________
 NQ0681* NAD 83(1993)-  42 45 09.43078(N)    105 54 42.88772(W)     ADJUSTED  
 NQ0681* NAVD 88     -      2061.     (meters)    6762.     (feet)  VERTCON   
 NQ0681  ___________________________________________________________________
 NQ0681  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 NQ0681  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NQ0681
 NQ0681  HORZ ORDER  -  THIRD
 NQ0681
 NQ0681.The horizontal coordinates were established by classical geodetic methods
 NQ0681.and adjusted by the National Geodetic Survey in January 1997..
 NQ0681
 NQ0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0681
 NQ0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0681
 NQ0681.The geoid height was determined by GEOID03.
 NQ0681
 NQ0681;                    North         East     Units Scale Factor Converg.
 NQ0681;SPC WY E     -   250,443.278   138,992.330   MT  0.99998327   -0 30 21.3
 NQ0681;SPC WYEC     -   351,153.851   516,361.545   MT  1.00010402   +0 57 54.1
 NQ0681;UTM  13      - 4,733,747.384   425,373.710   MT  0.99966851   -0 37 08.6
 NQ0681
 NQ0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0681!SPC WY E     -   0.99967892  x   0.99998327  =   0.99966219
 NQ0681!SPC WYEC     -   0.99967892  x   1.00010402  =   0.99978290
 NQ0681!UTM  13      -   0.99967892  x   0.99966851  =   0.99934753
 NQ0681
 NQ0681:                Primary Azimuth Mark                     Grid Az
 NQ0681:SPC WY E     -  GRANT                                    154 57 58.4
 NQ0681:SPC WYEC     -  GRANT                                    153 29 43.0
 NQ0681:UTM  13      -  GRANT                                    155 04 45.7
 NQ0681
 NQ0681|---------------------------------------------------------------------|
 NQ0681| PID    Reference Object                     Distance      Geod. Az  |
 NQ0681|                                                           dddmmss.s |
 NQ0681| NQ0664 GRANT                               APPROX. 8.8 KM 1542737.1 |
 NQ0681|---------------------------------------------------------------------|
 NQ0681
 NQ0681                          SUPERSEDED SURVEY CONTROL
 NQ0681
 NQ0681  NAD 83(1986)-  42 45 09.41405(N)    105 54 42.87158(W) AD(       ) 3
 NQ0681  NAD 27      -  42 45 09.53700(N)    105 54 40.84800(W) AD(       ) 3
 NQ0681  NGVD 29 (07/19/86) 2060.     (m)         6759.     (f) VERT ANG       
 NQ0681
 NQ0681.Superseded values are not recommended for survey control.
 NQ0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0681.See file dsdata.txt to determine how the superseded data were derived.
 NQ0681
 NQ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2537433747(NAD 83)
 NQ0681_MARKER: DD = SURVEY DISK
 NQ0681_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0681_SP_SET: SET IN BEDROCK
 NQ0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0681+STABILITY: POSITION/ELEVATION WELL
 NQ0681
 NQ0681  HISTORY     - Date     Condition        Report By
 NQ0681  HISTORY     - 1948     MONUMENTED       USGS
 NQ0681
 NQ0681                          STATION DESCRIPTION
 NQ0681
 NQ0681'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0681'STATION LIME IS LOCATED IN T. 32N,. R. 76W,. ABOUT 21.5 MILES
 NQ0681'AIRLINE SOUTHEAST OF CASPER, ABOUT 7 MILES AIRLINE SOUTH OF
 NQ0681'THE NORTH PLATTE RIVER, ABOUT 6.5 MILES AIRLINE SOUTH-SOUTHWEST
 NQ0681'OF GLENROCK, ON THE SUMMIT OF A PROMINENT HILL, AT THE NORTHWEST
 NQ0681'END OF THE HIGH RANGE OF HILLS EXTENDING IN AN EASTERLY AND
 NQ0681'WESTERLY DIRECTION.
 NQ0681'
 NQ0681'STATION MARK IS A U.S. GEOLOGICAL BENCH MARK AND IS APPROXIMATELY
 NQ0681'6 INCHES LOWER THAN STATION LIME, ON THE SOUTH RIME, SET IN
 NQ0681'BEDROCK, PROJECTS 3 INCHES, STAMPED, HAKALO 1947.
 NQ0681'
 NQ0681'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK,
 NQ0681'IS APPROXIMATELY THE SAME ELEVATION AS STATION LIME, ON THE
 NQ0681'SOUTH RIM, SET IN BEDROCK, FLUSH, STAMPED, HAKALO NO. 1 1947.
 NQ0681'
 NQ0681'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL REFERENCE DISK, IS
 NQ0681'APPROXIMATELY 2 FEET LOWER THAN STATION LIME, ON THE EAST
 NQ0681'SLOPE, SET IN BEDROCK, FLUSH, STAMPED, HAKALO NO. 2 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0575 ***********************************************************************
 PW0575  DESIGNATION -  HALEY
 PW0575  PID         -  PW0575
 PW0575  STATE/COUNTY-  WY/JOHNSON
 PW0575  USGS QUAD   -  FREDRICK DRAW (1972)
 PW0575
 PW0575                         *CURRENT SURVEY CONTROL
 PW0575  ___________________________________________________________________
 PW0575* NAD 83(1993)-  44 27 57.23455(N)    106 25 49.26015(W)     ADJUSTED  
 PW0575* NAVD 88     -      1454.     (meters)    4770.     (feet)  SCALED    
 PW0575  ___________________________________________________________________
 PW0575  LAPLACE CORR-          -7.73  (seconds)                    DEFLEC99
 PW0575  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 PW0575
 PW0575  HORZ ORDER  -  THIRD
 PW0575
 PW0575.The horizontal coordinates were established by classical geodetic methods
 PW0575.and adjusted by the National Geodetic Survey in January 1997..
 PW0575
 PW0575.The orthometric height was scaled from a topographic map.
 PW0575
 PW0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0575
 PW0575.The geoid height was determined by GEOID03.
 PW0575
 PW0575;                    North         East     Units Scale Factor Converg.
 PW0575;SPC WYEC     -   540,911.853   471,851.282   MT  1.00000097   +0 37 57.2
 PW0575;UTM  13      - 4,924,616.191   386,223.890   MT  0.99975919   -1 00 07.4
 PW0575
 PW0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0575!SPC WYEC     -   0.99977435  x   1.00000097  =   0.99977532
 PW0575!UTM  13      -   0.99977435  x   0.99975919  =   0.99953360
 PW0575
 PW0575:                Primary Azimuth Mark                     Grid Az
 PW0575:SPC WYEC     -  BERRY                                    047 30 13.8
 PW0575:UTM  13      -  BERRY                                    049 08 18.4
 PW0575
 PW0575|---------------------------------------------------------------------|
 PW0575| PID    Reference Object                     Distance      Geod. Az  |
 PW0575|                                                           dddmmss.s |
 PW0575| PW0570 BERRY                               APPROX. 7.5 KM 0480811.0 |
 PW0575|---------------------------------------------------------------------|
 PW0575
 PW0575                          SUPERSEDED SURVEY CONTROL
 PW0575
 PW0575  NAD 83(1986)-  44 27 57.21520(N)    106 25 49.23497(W) AD(       ) 3
 PW0575
 PW0575.Superseded values are not recommended for survey control.
 PW0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0575.See file dsdata.txt to determine how the superseded data were derived.
 PW0575
 PW0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK8622424616(NAD 83)
 PW0575_MARKER: DS = TRIANGULATION STATION DISK
 PW0575_SETTING: 0 = UNSPECIFIED SETTING
 PW0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0575
 PW0575  HISTORY     - Date     Condition        Report By
 PW0575  HISTORY     - 1908     MONUMENTED       USGS
 PW0575
 PW0575                          STATION DESCRIPTION
 PW0575
 PW0575'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 PW0575'ON PROMINENT PEAK AT HEAD OF ONE FORK OF DOUBLE CROSSING DRAW, ABOUT
 PW0575'0.5 MI. N. OF DIVIDE BETWEEN CLEAR AND CRAZY WOMAN CREEKS.  RD. LEAVES
 PW0575'THE BUFFALO-CLEARMONT ROAD BETWEEN TWO CROSSINGS OF CLEAR CREEK, ABOUT
 PW0575'6 MI. FROM CLEARMONT.  THIS RD. LEADS TO CRAZY WOMAN CREEK, PASSES
 PW0575'ABOUT 0.75 MI. E. OF STATION AND AGAIN ABOUT 0.75 MI. S. OF STATION,
 PW0575'FROM WHICH PASSING POINTS SIGNAL IS IN SIGHT.
 PW0575'
 PW0575'STATION MARK--ALUMINUM TRIANGULATION TABLET CEMENTED IN STONE AND
 PW0575'PLACED IN GROUND, LEVEL WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0302 ***********************************************************************
 NS0302  DESIGNATION -  HALFMOON
 NS0302  PID         -  NS0302
 NS0302  STATE/COUNTY-  WY/SUBLETTE
 NS0302  USGS QUAD   -  FAYETTE LAKE (1978)
 NS0302
 NS0302                         *CURRENT SURVEY CONTROL
 NS0302  ___________________________________________________________________
 NS0302* NAD 83(1993)-  42 53 56.73606(N)    109 44 07.80238(W)     ADJUSTED  
 NS0302* NAVD 88     -      2659.8    (meters)    8726.     (feet)  VERTCON   
 NS0302  ___________________________________________________________________
 NS0302  LAPLACE CORR-          14.88  (seconds)                    DEFLEC99
 NS0302  GEOID HEIGHT-         -10.50  (meters)                     GEOID03
 NS0302
 NS0302  HORZ ORDER  -  FIRST
 NS0302
 NS0302.The horizontal coordinates were established by classical geodetic methods
 NS0302.and adjusted by the National Geodetic Survey in January 1997..
 NS0302
 NS0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0302
 NS0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0302
 NS0302.The geoid height was determined by GEOID03.
 NS0302
 NS0302;                    North         East     Units Scale Factor Converg.
 NS0302;SPC WY W     -   366,503.279   828,407.219   MT  0.99994742   +0 14 12.4
 NS0302;UTM  12      - 4,750,384.911   603,236.385   MT  0.99973111   +0 51 39.0
 NS0302
 NS0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0302!SPC WY W     -   0.99958469  x   0.99994742  =   0.99953213
 NS0302!UTM  12      -   0.99958469  x   0.99973111  =   0.99931591
 NS0302
 NS0302|---------------------------------------------------------------------|
 NS0302| PID    Reference Object                     Distance      Geod. Az  |
 NS0302|                                                           dddmmss.s |
 NS0302| CP5489 HALFMOON RM 1                        27.813 METERS 11742     |
 NS0302| CP5490 HALFMOON RM 2                        50.718 METERS 21619     |
 NS0302| CP5491 HALFMOON RM 3 AZIMUTH                              3200511.8 |
 NS0302|---------------------------------------------------------------------|
 NS0302
 NS0302                          SUPERSEDED SURVEY CONTROL
 NS0302
 NS0302  NAD 83(1993)-  42 53 56.72455(N)    109 44 07.79412(W) AD(       ) 1
 NS0302  NAD 83(1986)-  42 53 56.71449(N)    109 44 07.79589(W) AD(       ) 1
 NS0302  NAD 27      -  42 53 56.91200(N)    109 44 05.25600(W) AD(       ) 1
 NS0302  NGVD 29 (07/19/86) 2658.4    (m)         8722.     (f) VERT ANG       
 NS0302
 NS0302.Superseded values are not recommended for survey control.
 NS0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0302.See file dsdata.txt to determine how the superseded data were derived.
 NS0302
 NS0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN0323650385(NAD 83)
 NS0302_MARKER: DD = SURVEY DISK
 NS0302_SETTING: 80 = SET IN A BOULDER
 NS0302_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 NS0302
 NS0302  HISTORY     - Date     Condition        Report By
 NS0302  HISTORY     - UNK      MONUMENTED       USFS
 NS0302  HISTORY     - 1936     GOOD             CGS
 NS0302
 NS0302                          STATION DESCRIPTION
 NS0302
 NS0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NS0302'ABOUT 7 MILES EAST BY NORTH OF PINEDALE, IN T. 34 N., R. 108
 NS0302'W., AT SOUTH EDGE OF SOUTH BOUNDARY OF BRIDGER NATIONAL FOREST,
 NS0302'AND ON LONG EAST-WEST RIDGE WHICH IS BARE AND STEEP ON SOUTH
 NS0302'SIDE AND TIMBERED ON NORTH SIDE.  RIDGE IS JUST SOUTH OF
 NS0302'HALFMOON LAKE AND IS KNOWN AS HALFMOON MOUNTAIN.  TO REACH
 NS0302'FROM PINEDALE (SMALL TOWN ON U.S. HIGHWAY 187), GO EAST FROM
 NS0302'CASH STORE ON GRADED ROAD 0.4 MILE TO SECOND FORKS AT BASE
 NS0302'OF HILL.  TURN LEFT AND GO NORTH AND NORTHEAST IN DIRECTION
 NS0302'OF C.C.C. CAMP SIGN ON GRADED ROAD 2.9 MILES TO OLD ROAD
 NS0302'TURNING BACK TO RIGHT IN ALMOST OPPOSITE DIRECTION.  THIS POINT
 NS0302'IS ABOUT 100 YARDS SOUTH OF PLAIN FORKS IN MAIN ROAD.
 NS0302'LEAVE MAIN ROAD AND TURN BACK ON OLD ROAD AND FOLLOW IT
 NS0302'SOUTH DOWN ROCKY HILL 0.3 MILE TO FORKS AT BOTTOM OF HILL
 NS0302'AT 4- BY 4-INCH POST.  TAKE LEFT FORK AND FOLLOW IT THROUGH
 NS0302'BOULDER-STREWN HILLS 0.9 MILE TO CATTLE GUARD.  PASS
 NS0302'THROUGH GUARD AND CONTINUE ON MAIN TRACK ROAD 1.15 MILES TO
 NS0302'ROAD Y.  TURN LEFT AND GO 2.05 MILES TO FORKS.  TAKE
 NS0302'RIGHT FORK TOWARD NORTH END OF MOUNTAIN AND GO 0.3 MILE
 NS0302'TO FORKS.  TAKE RIGHT FORK, PASS BETWEEN SOME SMALL LOG
 NS0302'HOUSES AT FELTNERS CAMP, AND GO 0.7 MILE TO FORKS.  TAKE
 NS0302'RIGHT FORK UP STEEP SLOPE AND GO 0.3 MILE TO BASE OF
 NS0302'STEEP ROCKY SLOPE AT EDGE OF TIMBER.  LEAVE TRUCK HERE
 NS0302'(ROAD CONTINUES EAST), AND PACK UP HILL, FOLLOWING ALONG
 NS0302'EDGE OF TIMBER, TO TOP OF RIDGE.  FOLLOW SOUTH ALONG TOP
 NS0302'OF RIDGE TO HIGHEST POINT AT SOUTHEAST END AND STATION.
 NS0302'PACK IS ABOUT 2-1/2 MILES AND REQUIRES ABOUT 45 MINUTES.
 NS0302'MARK IS U.S. FOREST SERVICE MARK SET IN CONCRETE IN DEPRESSION
 NS0302'IN BOULDER.  REFERENCE MARKS ARE STANDARD DISKS IN BOULDERS.
 NS0302'NO. 1 IS 27.813 METERS (91.25 FEET) EAST OF STATION
 NS0302'S 62 DEG 18 MIN E.  NO. 2 IS 50.718 METERS (166.40
 NS0302'FEET) SOUTHWEST S 36 DEG 19 MIN W.  NO. 3 IS
 NS0302'APPROXIMATELY 3/7 MILE NORTHWEST OF STATION N 39 DEG 55 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0297 ***********************************************************************
 OW0297  DESIGNATION -  HAMILTON
 OW0297  PID         -  OW0297
 OW0297  STATE/COUNTY-  WY/HOT SPRINGS
 OW0297  USGS QUAD   -  HAMILTON DOME (1985)
 OW0297
 OW0297                         *CURRENT SURVEY CONTROL
 OW0297  ___________________________________________________________________
 OW0297* NAD 83(1993)-  43 45 11.72696(N)    108 36 51.53212(W)     ADJUSTED  
 OW0297* NAVD 88     -      1897.4    (meters)    6225.     (feet)  VERTCON   
 OW0297  ___________________________________________________________________
 OW0297  LAPLACE CORR-         -12.75  (seconds)                    DEFLEC99
 OW0297  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 OW0297
 OW0297  HORZ ORDER  -  THIRD
 OW0297
 OW0297.The horizontal coordinates were established by classical geodetic methods
 OW0297.and adjusted by the National Geodetic Survey in January 1997..
 OW0297
 OW0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0297
 OW0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0297
 OW0297.The geoid height was determined by GEOID03.
 OW0297
 OW0297;                    North         East     Units Scale Factor Converg.
 OW0297;SPC WYWC     -   361,344.462   610,927.136   MT  0.99993897   +0 05 37.8
 OW0297;UTM  12      - 4,847,234.343   692,063.603   MT  1.00005374   +1 39 01.2
 OW0297
 OW0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0297!SPC WYWC     -   0.99970443  x   0.99993897  =   0.99964342
 OW0297!UTM  12      -   0.99970443  x   1.00005374  =   0.99975815
 OW0297
 OW0297|---------------------------------------------------------------------|
 OW0297| PID    Reference Object                     Distance      Geod. Az  |
 OW0297|                                                           dddmmss.s |
 OW0297| CP5493 HAMILTON RM 1                         9.120 METERS 03418     |
 OW0297| CP5492 HAMILTON AZ MK                                     0595920.0 |
 OW0297| CP5494 HAMILTON RM 2                        10.758 METERS 27136     |
 OW0297|---------------------------------------------------------------------|
 OW0297
 OW0297                          SUPERSEDED SURVEY CONTROL
 OW0297
 OW0297  NAD 83(1986)-  43 45 11.71387(N)    108 36 51.52915(W) AD(       ) 3
 OW0297  NAD 27      -  43 45 11.86700(N)    108 36 49.11100(W) AD(       ) 3
 OW0297  NGVD 29 (11/06/89) 1896.4    (m)         6222.     (f) VERT ANG       
 OW0297
 OW0297.Superseded values are not recommended for survey control.
 OW0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0297.See file dsdata.txt to determine how the superseded data were derived.
 OW0297
 OW0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9206447234(NAD 83)
 OW0297_MARKER: DS = TRIANGULATION STATION DISK
 OW0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0297
 OW0297  HISTORY     - Date     Condition        Report By
 OW0297  HISTORY     - 1936     MONUMENTED       CGS
 OW0297  HISTORY     - 1954     GOOD             USGS
 OW0297  HISTORY     - 1965     GOOD             USGS
 OW0297
 OW0297                          STATION DESCRIPTION
 OW0297
 OW0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0297'ABOUT 22 MILES WEST-NORTHWEST OF THERMOPOLIS, ABOUT 1 MILE
 OW0297'NORTH OF NORTH FORK OF OWL CREEK, ABOUT 2 MILES SOUTHWEST OF
 OW0297'HAMILTON DOME OIL FIELD, AT HEAD OF CANYON THAT EXTENDS TO
 OW0297'SOUTH FROM OIL FIELD AND HAS STEEP, BARE SLOPES TO NORTHWEST
 OW0297'AND BLUFFS TO SOUTHEAST, ON HIGH BARE HILL WHICH OVERLOOKS
 OW0297'COUNTRY FOR MILES ON ALL SIDES.  TO REACH FROM MAIN INTERSECTION
 OW0297'IN THERMOPOLIS, GO WEST ON OWL CREEK HIGHWAY 17.4 MILES TO
 OW0297'GRADED ROAD TO RIGHT AT SIGN HAMILTON DOME.  TURN RIGHT OFF
 OW0297'MAIN HIGHWAY AND GO NORTH ON GRADED ROAD ACROSS OWL CREEK
 OW0297'AND THROUGH GROUP OF RANCH BUILDINGS 1.7 MILES TO
 OW0297'T-INTERSECTION WITH GRADED ROAD.  TURN LEFT, THEN TAKE RIGHT
 OW0297'FORK AND FOLLOW MAIN GRADED ROAD UP HILL 3.8 MILES TO POINT
 OW0297'WHERE TELEPHONE LINE CROSSES ROAD.  AZIMUTH MARK IS TO
 OW0297'LEFT AT THIS POINT.  CONTINUE NORTH 0.3 MILE TO Y ABOUT
 OW0297'0.1 MILE SOUTH OF OIL FIELD CAMP.  TURN BACK TO LEFT ON
 OW0297'GRADED ROAD AND GO 0.7 MILE TO SOUTH SIDE OF LARGE CIRCULAR OIL
 OW0297'STORAGE TANK.  LEAVE GRADED ROAD AND FOLLOW OLD TRACK
 OW0297'ROAD SOUTHWEST ALONG SOUTHEAST SIDE OF BIG WASH FOR ABOUT 1
 OW0297'1/2 MILES TO DEEP SIDE WASH.  CROSS SIDE WASH AND GO
 OW0297'SOUTHWEST UP HOGBACK OF BARE RIDGE FOR ABOUT 0.8 MILE TO
 OW0297'HIGHEST POINT AND STATION.  BIG WASH MENTIONED ABOVE COMES OUT
 OW0297'OF DEEP CANYON BETWEEN TWO HILL HILLS, ON MORE SOUTHERLY ONE OF WHICH
 OW0297'STATION IS LOCATED.  TRUCK COULD BE DRIVEN TO STATION IN 1936,
 OW0297'BUT SOIL IS ERODING SO RAPIDLY THAT ROUTE DESCRIBED
 OW0297'ABOVE MAY SOON BECOME IMPASSABLE.  SURFACE AND UNDERGROUND
 OW0297'MARKS ARE STANDARD DISKS IN CONCRETE.  REFERENCE
 OW0297'MARKS ARE STANDARD DISKS IN CONCRETE.  NO. 1 IS
 OW0297'9.120 METERS (29.92 FEET) NORTHEAST OF STATION
 OW0297'N 34 DEG 18 MIN E.  NO. 2 IS 10.758 METERS (35.30 FEET) WEST
 OW0297'N 88 DEG 24 MIN W.  AZIMUTH MARK IS STANDARD COAST AND
 OW0297'GEODETIC SURVEY BENCH MARK DISK STAMPED H 49 1934, SET IN CONCRETE
 OW0297'POST, ON WEST SIDE OF GRADED HIGHWAY LEADING TO HAMILTON DOME
 OW0297'OIL FIELD (SEE ROUTE TO STATION, ABOVE), AT POINT WHERE
 OW0297'TELEPHONE LINE CROSSES HIGHWAY, ABOUT 0.4 MILE SOUTH OF OIL
 OW0297'FIELD CAMP, 15 PACES WEST OF CENTER LINE OF GRADED HIGHWAY,
 OW0297'13 PACES NORTH OF TELEPHONE POLE, AND APPROXIMATELY 2 MILES
 OW0297'NORTHEAST OF STATION N 59 DEG 59 MIN E.
 OW0297
 OW0297                          STATION RECOVERY (1954)
 OW0297
 OW0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OW0297'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 OW0297
 OW0297                          STATION RECOVERY (1965)
 OW0297
 OW0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OW0297'STATION MARK--USC AND GS STANDARD DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0492 ***********************************************************************
 PV0492  DESIGNATION -  HAMILTON
 PV0492  PID         -  PV0492
 PV0492  STATE/COUNTY-  WY/WESTON
 PV0492  USGS QUAD   -  SHELDON CREEK (1984)
 PV0492
 PV0492                         *CURRENT SURVEY CONTROL
 PV0492  ___________________________________________________________________
 PV0492* NAD 83(1993)-  44 07 56.97627(N)    104 24 16.33061(W)     ADJUSTED  
 PV0492* NAVD 88     -      1559.9    (meters)    5118.     (feet)  VERTCON   
 PV0492  ___________________________________________________________________
 PV0492  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 PV0492  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 PV0492
 PV0492  HORZ ORDER  -  THIRD
 PV0492
 PV0492.The horizontal coordinates were established by classical geodetic methods
 PV0492.and adjusted by the National Geodetic Survey in January 1997..
 PV0492
 PV0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0492
 PV0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0492
 PV0492.The geoid height was determined by GEOID03.
 PV0492
 PV0492;                    North         East     Units Scale Factor Converg.
 PV0492;SPC WY E     -   403,752.660   260,987.628   MT  0.99998323   +0 31 50.5
 PV0492;UTM  13      - 4,886,761.125   547,634.434   MT  0.99962791   +0 24 52.7
 PV0492
 PV0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0492!SPC WY E     -   0.99975762  x   0.99998323  =   0.99974085
 PV0492!UTM  13      -   0.99975762  x   0.99962791  =   0.99938562
 PV0492
 PV0492:                Primary Azimuth Mark                     Grid Az
 PV0492:SPC WY E     -  MASON                                    279 40 59.7
 PV0492:UTM  13      -  MASON                                    279 47 57.5
 PV0492
 PV0492|---------------------------------------------------------------------|
 PV0492| PID    Reference Object                     Distance      Geod. Az  |
 PV0492|                                                           dddmmss.s |
 PV0492| PV0508 MASON                               APPROX.10.6 KM 2801250.2 |
 PV0492|---------------------------------------------------------------------|
 PV0492
 PV0492                          SUPERSEDED SURVEY CONTROL
 PV0492
 PV0492  NAD 83(1986)-  44 07 56.97216(N)    104 24 16.33342(W) AD(       ) 3
 PV0492  NAD 27      -  44 07 57.04055(N)    104 24 14.50935(W) AD(       ) 3
 PV0492  NGVD 29 (07/19/86) 1559.2    (m)         5115.     (f) VERT ANG       
 PV0492
 PV0492.Superseded values are not recommended for survey control.
 PV0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0492.See file dsdata.txt to determine how the superseded data were derived.
 PV0492
 PV0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ4763486761(NAD 83)
 PV0492_MARKER: H = DRILL HOLE
 PV0492_SETTING: 80 = SET IN A BOULDER
 PV0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0492+STABILITY: SURFACE MOTION
 PV0492
 PV0492  HISTORY     - Date     Condition        Report By
 PV0492  HISTORY     - 1957     MONUMENTED       USGS
 PV0492
 PV0492                          STATION DESCRIPTION
 PV0492
 PV0492'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0492'STATION IS LOCATED ABOUT 11.5 MI. E. AND 2.3 MI. N. OF UPTON, WYOMING,
 PV0492'ON TOP OF THE DIVIDE W. OF SKULL CREEK.  IT IS ABOUT 200 FT. W. OF A
 PV0492'CULTIVATED FIELD, ON A BARE TOP.
 PV0492'
 PV0492'STATION MARK--DRILL HOLE IN A LARGE BOULDER SET IN PLACE.
 PV0492'
 PV0492'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0777 ***********************************************************************
 MR0777  DESIGNATION -  HAMPTON
 MR0777  PID         -  MR0777
 MR0777  STATE/COUNTY-  WY/UINTA
 MR0777  USGS QUAD   -  MILLERSVILLE (1965)
 MR0777
 MR0777                         *CURRENT SURVEY CONTROL
 MR0777  ___________________________________________________________________
 MR0777* NAD 83(1993)-  41 29 45.98480(N)    110 14 45.85278(W)     ADJUSTED  
 MR0777* NAVD 88     -      2018.1    (meters)    6621.     (feet)  VERTCON   
 MR0777  ___________________________________________________________________
 MR0777  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 MR0777  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 MR0777
 MR0777  HORZ ORDER  -  FIRST
 MR0777
 MR0777.The horizontal coordinates were established by classical geodetic methods
 MR0777.and adjusted by the National Geodetic Survey in January 1997..
 MR0777
 MR0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0777
 MR0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0777
 MR0777.The geoid height was determined by GEOID03.
 MR0777
 MR0777;                    North         East     Units Scale Factor Converg.
 MR0777;SPC WY W     -   210,627.401   786,412.127   MT  0.99993977   -0 06 28.2
 MR0777;UTM  12      - 4,594,106.343   562,929.062   MT  0.99964873   +0 29 58.4
 MR0777
 MR0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0777!SPC WY W     -   0.99968587  x   0.99993977  =   0.99962566
 MR0777!UTM  12      -   0.99968587  x   0.99964873  =   0.99933471
 MR0777
 MR0777:                Primary Azimuth Mark                     Grid Az
 MR0777:SPC WY W     -  AIRWAY BN 11 11 MI SSW GRANGER           109 47 26.5
 MR0777:UTM  12      -  AIRWAY BN 11 11 MI SSW GRANGER           109 10 59.9
 MR0777
 MR0777|---------------------------------------------------------------------|
 MR0777| PID    Reference Object                     Distance      Geod. Az  |
 MR0777|                                                           dddmmss.s |
 MR0777| MR0773 AIRWAY BN 11 11 MI SSW GRANGER      APPROX.17.0 KM 1094058.3 |
 MR0777| MR0774 MICROWAVE REL TWR SSW GRANGER       APPROX.16.4 KM 1244057.2 |
 MR0777| MR0775 MOUNTAIN FUEL UNITA PLT E STK       APPROX.17.2 KM 1294332.2 |
 MR0777| CP5495 HAMPTON AZ MK                                      1590737.6 |
 MR0777| MR0791 LYMAN MUNICIPAL TANK                APPROX.19.6 KM 1924843.5 |
 MR0777| CP5496 HAMPTON RM 1                          9.238 METERS 22046     |
 MR0777| MR0787 RNG FORT BRIDGER FBR                APPROX.14.5 KM 2231107.8 |
 MR0777| CP5497 HAMPTON RM 2                         10.617 METERS 32123     |
 MR0777|---------------------------------------------------------------------|
 MR0777
 MR0777                          SUPERSEDED SURVEY CONTROL
 MR0777
 MR0777  NAD 83(1986)-  41 29 45.97409(N)    110 14 45.84440(W) AD(       ) 1
 MR0777  NAD 27      -  41 29 46.14570(N)    110 14 43.28890(W) AD(       ) 1
 MR0777  NGVD 29 (07/19/86) 2016.8    (m)         6617.     (f) VERT ANG       
 MR0777
 MR0777.Superseded values are not recommended for survey control.
 MR0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0777.See file dsdata.txt to determine how the superseded data were derived.
 MR0777
 MR0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL6292994106(NAD 83)
 MR0777_MARKER: DS = TRIANGULATION STATION DISK
 MR0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0777
 MR0777  HISTORY     - Date     Condition        Report By
 MR0777  HISTORY     - 1962     MONUMENTED       CGS
 MR0777  HISTORY     - 1964     GOOD             USGS
 MR0777
 MR0777                          STATION DESCRIPTION
 MR0777
 MR0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0777'THE STATION IS LOCATED ON THE HIGHEST PART OF A FLAT TOPPED
 MR0777'RIDGE ABOUT 0.2 MILE NORTH OF THE SOUTH END.  IT IS 4-1/2
 MR0777'MILES SOUTHEAST OF THE HAMPTON RAILROAD STATION, 5-1/2 MILES
 MR0777'SOUTH OF THE UINTA-LINCOLN COUNTY LINE AND 12 MILES NORTH
 MR0777'NORTHEAST OF LYMAN.
 MR0777'
 MR0777'TO REACH THE STATION FROM THE POST OFFICE IN LYMAN GO NORTHEAST
 MR0777'ON U.S. HIGHWAY 30S FOR 3.7 MILES TO A FORK.  TAKE THE LEFT
 MR0777'FORK, THE OLD HIGHWAY WHICH GOES BY A DUMP AREA NOW FOR
 MR0777'3.55 MILES TO A BRIDGE.  CONTINUE AHEAD ON THE OLD HIGHWAY
 MR0777'FOR 4.2 MILES TO A SIDE ROAD LEFT JUST BEFORE REACHING A
 MR0777'BRIDGE ON THE OLD HIGHWAY AND A SIGN ON THE LEFT HAMPTON 11
 MR0777'MILES.  TURN LEFT ON A DIRT ROAD FOR 2.2 MILES TO WHERE THE
 MR0777'ROAD CROSSES A TELEPHONE LINE AND A PIPE LINE.  CONTINUE AHEAD
 MR0777'FOR 0.85 MILE TO A DIAGONAL CROSS ROAD.  CONTINUE AHEAD ON A
 MR0777'BLADED ROAD FOR 2.75 MILES TO WHERE THE MAIN ROAD TURNS LEFT
 MR0777'AND THE TRACK ROAD CONTINUES AHEAD AND TO THE SHARP RIGHT.
 MR0777'TURN SHARP RIGHT ON A DIM ROAD EASTERLY PASSING BY THE
 MR0777'SOUTH END OF THE STATION RIDGE FOR 1.3 MILES.  HERE TURN
 MR0777'LEFT ACROSS COUNTRY FOR 0.05 MILE THEN ASCEND THE RIGHT ON
 MR0777'THE RIGHT AND CONTINUE NORTHERLY ALONG THE EDGE OF THE
 MR0777'RIDGE FOR 0.6 MILE TO THE TOP OF THE RIDGE RUNNING
 MR0777'EAST-WEST, HERE TURN LEFT AND FOLLOW ALONG THE SOUTH
 MR0777'EDGE GOING WEST, SOUTHWEST AND NORTHWEST FOR 0.6 MILE TO
 MR0777'THE STATION.
 MR0777'
 MR0777'THE STATION MARK IS A STANDARD DISK, STAMPED HAMPTON 1962,
 MR0777'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0777'6 INCHES.  IT IS ON THE SOUTHWEST END OF THE MESA AND 250
 MR0777'FEET EAST OF WHERE THE MESA SLOPES TO THE WEST.
 MR0777'
 MR0777'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAMPTON NO 1
 MR0777'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MR0777'PROJECTING 6 INCHES.  IT IS THE SAME ELEVATION AS THE STATION MARK.
 MR0777'
 MR0777'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAMPTON NO 2 1962,
 MR0777'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0777'3 INCHES.  IT IS AT THE SAME ELEVATION AS THE STATION MARK.
 MR0777'
 MR0777'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HAMPTON 1962,
 MR0777'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 MR0777'2 FEET ON THE WEST AND FLUSH ON THE EAST.  IT IS ON THE WEST
 MR0777'EDGE OF THE MESA, 4 FEET LOWER THAN THE TOP OF THE MESA AND
 MR0777'7.5 FEET WEST OF THE WITNESS POST.
 MR0777
 MR0777                          STATION RECOVERY (1964)
 MR0777
 MR0777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MR0777'RECOVERED.
 MR0777'
 MR0777'STATION MARK--STANDARD DISK, STAMPED ---HAMPTON 1962---, SET IN THE
 MR0777'TOP OF A 12 IN. SQUARE CONCRETE POST PROJECTING 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0830 ***********************************************************************
 MR0830  DESIGNATION -  HAMS
 MR0830  PID         -  MR0830
 MR0830  STATE/COUNTY-  WY/LINCOLN
 MR0830  USGS QUAD   -  SUBLET (1985)
 MR0830
 MR0830                         *CURRENT SURVEY CONTROL
 MR0830  ___________________________________________________________________
 MR0830* NAD 83(1993)-  41 55 00.23260(N)    110 36 35.71704(W)     ADJUSTED  
 MR0830* NAVD 88     -      2416.3    (meters)    7927.     (feet)  VERTCON   
 MR0830  ___________________________________________________________________
 MR0830  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 MR0830  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 MR0830
 MR0830  HORZ ORDER  -  THIRD
 MR0830
 MR0830.The horizontal coordinates were established by classical geodetic methods
 MR0830.and adjusted by the National Geodetic Survey in January 1997..
 MR0830
 MR0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0830
 MR0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0830
 MR0830.The geoid height was determined by GEOID03.
 MR0830
 MR0830;                    North         East     Units Scale Factor Converg.
 MR0830;SPC WY W     -   257,463.535   756,317.608   MT  0.99996097   -0 21 06.5
 MR0830;UTM  12      - 4,640,604.623   532,347.492   MT  0.99961288   +0 15 38.1
 MR0830
 MR0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0830!SPC WY W     -   0.99962331  x   0.99996097  =   0.99958430
 MR0830!UTM  12      -   0.99962331  x   0.99961288  =   0.99923634
 MR0830
 MR0830:                Primary Azimuth Mark                     Grid Az
 MR0830:SPC WY W     -  SUB                                      081 21 29.4
 MR0830:UTM  12      -  SUB                                      080 44 44.8
 MR0830
 MR0830|---------------------------------------------------------------------|
 MR0830| PID    Reference Object                     Distance      Geod. Az  |
 MR0830|                                                           dddmmss.s |
 MR0830| MR0827 SUB                                 APPROX. 7.5 KM 0810022.9 |
 MR0830|---------------------------------------------------------------------|
 MR0830
 MR0830                          SUPERSEDED SURVEY CONTROL
 MR0830
 MR0830  NAD 83(1986)-  41 55 00.22315(N)    110 36 35.71512(W) AD(       ) 3
 MR0830  NAD 27      -  41 55 00.42084(N)    110 36 33.09405(W) AD(       ) 3
 MR0830  NGVD 29 (07/19/86) 2414.9    (m)         7923.     (f) VERT ANG       
 MR0830
 MR0830.Superseded values are not recommended for survey control.
 MR0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0830.See file dsdata.txt to determine how the superseded data were derived.
 MR0830
 MR0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3234740605(NAD 83)
 MR0830
 MR0830  HISTORY     - Date     Condition        Report By
 MR0830  HISTORY     - 1942     MONUMENTED       USGS
 MR0830  HISTORY     - 1952     GOOD             USGS
 MR0830
 MR0830                          STATION DESCRIPTION
 MR0830
 MR0830'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 MR0830'LOCATED ON THE HIGHEST POINT OF FLAT TOPPED HILL ON THE EXTREME S.
 MR0830'END OF NORTH FORK MOUNTAIN, ABOUT 1.75 MI. NW. OF KEMMERER RESERVOIR.
 MR0830'
 MR0830'TO REACH THE STATION FROM KEMMERER RESERVOIR DAM, DRIVE NW. ALONG HAMS
 MR0830'FORK RD. 0.55 MI. TO RD. FORK NE. WHICH FOLLOWS ALONG S. SIDE OF
 MR0830'CANYON, DRIVE 1.9 MI. TO RD. FORK SE., TURN RIGHT SE. DRIVE 2.05 MI.
 MR0830'TO POINT WHERE RD. GOES OVER TOP OF RIDGE THROUGH SADDLE, TURN RIGHT
 MR0830'S. AND DRIVE 1.1 MI. FOLLOWING ALONG DIM RD. TO HIGHEST POINT ON RIDGE
 MR0830'AND STATION.
 MR0830'
 MR0830'RECOVERED.
 MR0830'
 MR0830'STATION MARK - STANDARD TABLET STAMPED ---HAMS 1942 VABM 7923---
 MR0830'CEMENTED IN BOULDER SET IN EARTH.
 MR0830'
 MR0830'REFERENCE MARK NO.1 - A 1/2 IN. IRON ROD STAMPED ---R1--- PROJECTING
 MR0830'5 IN. ABOVE THE GROUND 27.70 FT. FROM STATION, N 14 DEG 09 MIN W.
 MR0830'
 MR0830'REFERENCE MARK NO.2 - A 1/2 IN. IRON ROD STAMPED ---R2--- PROJECTING
 MR0830'7 IN. ABOVE THE GROUND 28.20 FT. FROM STATION MARK, N 56 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1231 ***********************************************************************
 PY1231  DESIGNATION -  HANCOCK
 PY1231  PID         -  PY1231
 PY1231  STATE/COUNTY-  WY/TETON
 PY1231  USGS QUAD   -  MOUNT HANCOCK (1996)
 PY1231
 PY1231                         *CURRENT SURVEY CONTROL
 PY1231  ___________________________________________________________________
 PY1231* NAD 83(1993)-  44 09 18.91381(N)    110 25 02.73424(W)     ADJUSTED  
 PY1231* NAVD 88     -      3114.6    (meters)   10218.     (feet)  VERTCON   
 PY1231  ___________________________________________________________________
 PY1231  LAPLACE CORR-           7.76  (seconds)                    DEFLEC99
 PY1231  GEOID HEIGHT-          -8.01  (meters)                     GEOID03
 PY1231
 PY1231  HORZ ORDER  -  THIRD
 PY1231
 PY1231.The horizontal coordinates were established by classical geodetic methods
 PY1231.and adjusted by the National Geodetic Survey in January 1997..
 PY1231
 PY1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1231
 PY1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1231
 PY1231.The geoid height was determined by GEOID03.
 PY1231
 PY1231;                    North         East     Units Scale Factor Converg.
 PY1231;SPC WY W     -   506,053.356   773,275.324   MT  0.99994628   -0 13 57.8
 PY1231;UTM  12      - 4,889,281.762   546,585.396   MT  0.99962669   +0 24 21.0
 PY1231
 PY1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1231!SPC WY W     -   0.99951312  x   0.99994628  =   0.99945942
 PY1231!UTM  12      -   0.99951312  x   0.99962669  =   0.99913999
 PY1231
 PY1231:                Primary Azimuth Mark                     Grid Az
 PY1231:SPC WY W     -  CHICKEN                                  019 23 53.8
 PY1231:UTM  12      -  CHICKEN                                  018 45 35.0
 PY1231
 PY1231|---------------------------------------------------------------------|
 PY1231| PID    Reference Object                     Distance      Geod. Az  |
 PY1231|                                                           dddmmss.s |
 PY1231| PY1230 CHICKEN                             APPROX. 6.6 KM 0190956.0 |
 PY1231|---------------------------------------------------------------------|
 PY1231
 PY1231                          SUPERSEDED SURVEY CONTROL
 PY1231
 PY1231  NAD 83(1993)-  44 09 18.90745(N)    110 25 02.73042(W) AD(       ) 3
 PY1231  NAD 83(1986)-  44 09 18.90420(N)    110 25 02.72098(W) AD(       ) 3
 PY1231  NAD 27      -  44 09 19.10795(N)    110 24 59.99084(W) AD(       ) 3
 PY1231  NGVD 29 (07/19/86) 3113.2    (m)        10214.     (f) VERT ANG       
 PY1231
 PY1231.Superseded values are not recommended for survey control.
 PY1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1231.See file dsdata.txt to determine how the superseded data were derived.
 PY1231
 PY1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP4658589282(NAD 83)
 PY1231_MARKER: DD = SURVEY DISK
 PY1231_SETTING: 66 = SET IN ROCK OUTCROP
 PY1231_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PY1231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1231+STABILITY: POSITION/ELEVATION WELL
 PY1231
 PY1231  HISTORY     - Date     Condition        Report By
 PY1231  HISTORY     - 1955     MONUMENTED       USGS
 PY1231
 PY1231                          STATION DESCRIPTION
 PY1231
 PY1231'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1231'STATION LOCATED ABOUT 1.4 MI. (AIRLINE) N. OF THE S. BOUNDARY OF
 PY1231'YELLOWSTONE NATIONAL PARK AND ABOUT 13 MI. E. OF THE S. ENTRANCE
 PY1231'OF YELLOWSTONE NATIONAL PARK, ON THE SW. END OF MT. HANCOCK.
 PY1231'
 PY1231'TO REACH STATION FROM THE S. ENTRANCE TO YELLOWSTONE NATIONAL PARK,
 PY1231'WYOMING, PROCEED E., CROSSING THE SNAKE RIVER, AND FOLLOW THE SNAKE
 PY1231'RIVER TRAIL ABOUT 9 MI. TO HEART LAKE TRAIL JUNCTION, TAKE RIGHT
 PY1231'FORK ABOUT 1 MI. TO ANOTHER TRAIL FORK, FOLLOW LEFT FORK, IDENTIFIED
 PY1231'BY PARK TRAIL MARKS, ABOUT 2 MI. TO HAREBELL PATROL CABIN, PROCEED
 PY1231'ON TRAIL IN GENERALLY E. DIRECTION, MORE OR LESS ALONG PARK
 PY1231'BOUNDARY, ABOUT 4 MI. TO TOP OF BIG GAME RIDGE, TURN LEFT FOLLOWING
 PY1231'GAME TRAILS ALONG RIDGE ABOUT 1.5 MI. TO MT. HANCOCK AND STATION.
 PY1231'
 PY1231'STATION MARK--STANDARD TABLET, STAMPED ---HANCOCK 1955---, CEMENTED
 PY1231'IN DRILL HOLE IN LARGE SOLID SLANTING ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0452 ***********************************************************************
 PW0452  DESIGNATION -  HANGING
 PW0452  PID         -  PW0452
 PW0452  STATE/COUNTY-  WY/SHERIDAN
 PW0452  USGS QUAD   -  GARDNER GULCH (1971)
 PW0452
 PW0452                         *CURRENT SURVEY CONTROL
 PW0452  ___________________________________________________________________
 PW0452* NAD 83(1993)-  44 52 03.76843(N)    106 17 03.58553(W)     ADJUSTED  
 PW0452* NAVD 88     -      1378.5    (meters)    4523.     (feet)  VERTCON   
 PW0452  ___________________________________________________________________
 PW0452  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 PW0452  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 PW0452
 PW0452  HORZ ORDER  -  FIRST
 PW0452
 PW0452.The horizontal coordinates were established by classical geodetic methods
 PW0452.and adjusted by the National Geodetic Survey in January 1997..
 PW0452
 PW0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0452
 PW0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0452
 PW0452.The geoid height was determined by GEOID03.
 PW0452
 PW0452;                    North         East     Units Scale Factor Converg.
 PW0452;SPC WYEC     -   585,699.612   482,895.597   MT  1.00002197   +0 44 24.3
 PW0452;SPC MT       -    73,879.025   854,077.644   MT  1.00008196   +2 21 08.2
 PW0452;SPC MT       -   242,385.25  2,802,092.01   iFT  1.00008196   +2 21 08.2
 PW0452;UTM  13      - 4,969,057.490   398,542.497   MT  0.99972658   -0 54 22.1
 PW0452
 PW0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0452!SPC WYEC     -   0.99978624  x   1.00002197  =   0.99980820
 PW0452!SPC MT       -   0.99978624  x   1.00008196  =   0.99986818
 PW0452!UTM  13      -   0.99978624  x   0.99972658  =   0.99951287
 PW0452
 PW0452:                Primary Azimuth Mark                     Grid Az
 PW0452:SPC WYEC     -  HANGING AZ MK                            057 26 45.8
 PW0452:SPC MT       -  HANGING AZ MK                            055 50 01.9
 PW0452:UTM  13      -  HANGING AZ MK                            059 05 32.2
 PW0452
 PW0452|---------------------------------------------------------------------|
 PW0452| PID    Reference Object                     Distance      Geod. Az  |
 PW0452|                                                           dddmmss.s |
 PW0452| CQ6669 HANGING AZ MK                                      0581110.1 |
 PW0452| CQ6670 HANGING RM 1                         15.359 METERS 17859     |
 PW0452| CQ6671 HANGING RM 2                         16.627 METERS 28809     |
 PW0452|---------------------------------------------------------------------|
 PW0452
 PW0452                          SUPERSEDED SURVEY CONTROL
 PW0452
 PW0452  NAD 83(1993)-  44 52 03.74813(N)    106 17 03.57644(W) AD(       ) 1
 PW0452  NAD 83(1986)-  44 52 03.74645(N)    106 17 03.55145(W) AD(       ) 1
 PW0452  NAD 27      -  44 52 03.79500(N)    106 17 01.42100(W) AD(       ) 1
 PW0452  NGVD 29 (07/19/86) 1377.8    (m)         4520.     (f) VERT ANG       
 PW0452
 PW0452.Superseded values are not recommended for survey control.
 PW0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0452.See file dsdata.txt to determine how the superseded data were derived.
 PW0452
 PW0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK9854269057(NAD 83)
 PW0452_MARKER: P = PIPE CAP
 PW0452_SETTING: 0 = UNSPECIFIED SETTING
 PW0452
 PW0452  HISTORY     - Date     Condition        Report By
 PW0452  HISTORY     - 1934     MONUMENTED       CGS
 PW0452  HISTORY     - 1944     GOOD             LOCENG
 PW0452  HISTORY     - 1971     GOOD             USGS
 PW0452
 PW0452                          STATION DESCRIPTION
 PW0452
 PW0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PW0452'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF PASSAIC
 PW0452'POST OFFICE, 16 MILES NORTHEAST OF CLEARMONT, AND 9 MILES
 PW0452'SOUTH OF THE WYOMING-MONTANA STATE LINE.  IT IS IN T. 56 N.,
 PW0452'R. 78 W.
 PW0452'
 PW0452'THE STATION MARK IS A PIPE AND PROJECTS 3 INCHES.  IT IS ON
 PW0452'THE HIGHEST POINT OF A PROMINENT RIDGE THAT EXTENDS NORTHWEST
 PW0452'AND SOUTHEAST.  THIS RIDGE SLOPES VERY ABRUPTLY TO THE NORTH,
 PW0452'SOUTH AND EAST AND GRADUALLY TO THE WEST.
 PW0452'
 PW0452'TO REACH THE STATION FROM CADIZ POST OFFICE WHICH IS 8.6 MILES
 PW0452'NORTH-BY-EAST OF CLEARMONT ON U.S. HIGHWAY 16, GO NORTH ON
 PW0452'THE DIRT ROAD ON THE LEFT SIDE OF THE POST OFFICE 0.3 MILE
 PW0452'TO A RAILROAD CROSSING.  CROSS THE TRACKS AND CONTINUE NORTH
 PW0452'AND EAST 1.7 MILES TO A T-FORK JUST AFTER CROSSING A FILL WITH
 PW0452'A LARGE CORRUGATED IRON PIPE CULVERT THROUGH IT.  TAKE THE LEFT
 PW0452'FORK AND GO 5.5 MILES TO A WOODEN BRIDGE OVER BUFFALO CREEK.
 PW0452'CROSS THE BRIDGE AND CONTINUE NORTH ON THE GRADED ROAD 5.0
 PW0452'MILES TO AN UNIMPROVED ROAD ON THE LEFT.  (THIS POINT IS 0.25
 PW0452'MILE NORTH OF A SMALL IRON BRIDGE OVER A COULEE AND 0.15
 PW0452'MILE SOUTH OF THE POINT WHERE THE MAIN ROAD GOES OVER A
 PW0452'SMALL HILL (AZIMUTH MARK IS ON THIS SUMMIT).  TURN LEFT
 PW0452'OFF OF THE MAIN ROAD, PASS THROUGH A GATE, AND GO 0.7 MILE
 PW0452'TO A GATE NEAR A FALLEN DOWN BARN AND A SMALL GRAY HOUSE.
 PW0452'PASS THROUGH GATE AND GO 0.2 MILE TO A FORK.  TAKE THE LEFT
 PW0452'FORK AND GO 0.3 MILE TO A GATE.  PASS THROUGH GATE AND
 PW0452'GO 0.6 MILE TO TOP OF RIDGE IN SADDLE.  CONTINUE 0.25
 PW0452'MILE TO A FORK.  TAKE LEFT FORK, DIM ROAD, AND GO 0.15 MILE.
 PW0452'TURN LEFT OFF OF ROAD, CROSS DRAW, PASSING TO THE LEFT
 PW0452'OF TWO SMALL TREES, AND CONTINUE SOUTH ON EAST SIDE OF CREEK
 PW0452'0.5 MILE TO THE END OF TRUCK TRAVEL.  (AT THIS POINT
 PW0452'THERE IS A DEEP CREEK RUNNING INTO THE MAIN CREEK FROM THE
 PW0452'EAST AND ALSO ONE FROM THE WEST.) FROM THIS POINT PACK
 PW0452'SOUTH UP THE MAIN CREEK ABOUT 3/4 MILE TO A SADDLE AT ITS
 PW0452'HEAD.  TURN RIGHT AT SADDLE AND GO 200 YARDS TO THE HIGH
 PW0452'POINT OF RIDGE AND STATION.
 PW0452'
 PW0452'A 20-MINUTE PACK WITH A HEAVY LOAD.
 PW0452'
 PW0452'REFERENCE MARK NO. 1 IS A PIPE PROJECTING 4 INCHES AND IS
 PW0452'SOUTH OF THE STATION.
 PW0452'
 PW0452'REFERENCE MARK NO. 2 IS A PIPE, WEST OF THE STATION AND PROJECTS
 PW0452'3 INCHES.
 PW0452'
 PW0452'THE AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION.
 PW0452'IT IS IN THE RIGHT-OF-WAY FENCE AND 1 FOOT SOUTH OF A SOUTH
 PW0452'GATEPOST ON THE EAST SIDE OF THE OTTER STORE-CADIZ ROAD AT
 PW0452'A POINT WHERE THIS ROAD PASSES OVER A SMALL HILL.  THIS POINT
 PW0452'IS ABOUT 1/4 MILE EAST OF A GROUP OF RANCH BUILDINGS ON THE WEST
 PW0452'SIDE OF THE ROAD.
 PW0452'
 PW0452'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 PW0452
 PW0452                          STATION RECOVERY (1944)
 PW0452
 PW0452'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (WBT)
 PW0452'STATION RECOVERED BY CARTER OIL CO.
 PW0452'
 PW0452'STATION STAMPED HANGING RECOVERED IN GOOD CONDITION.  STATION
 PW0452'FOUND WITHOUT DIFFICULTY.
 PW0452
 PW0452                          STATION RECOVERY (1971)
 PW0452
 PW0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WCN)
 PW0452'NEW DRIVING DESCRIPTION--FROM THE P.O. IN LEITER, WYO. PROCEED
 PW0452'NORTH ON GRAVEL RD. 0.7 MI TO BRIDGE OVER CLEAR CREEK, PROCEED
 PW0452'NORTH AND EAST 1.3 MI TO RD FORK, TAKE LEFT FORK ALONG GRAVEL
 PW0452'RD 4.4 MI TO T-RD SW, CONTINUE STRAIGHT AHEAD ON GRAVEL RD
 PW0452'5.3 MI TO TRACK RD. ON LEFT, TURN LEFT (WEST) 0.5 MI TO RD
 PW0452'FORK, TAKE RIGHT FORK UP RIDGE, THEN FOLLOW DIM TRACK RD
 PW0452'MAKING WAY WEST TO SUMMIT AND STATION, ABOUT 0.7 MI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0776 ***********************************************************************
 MR0776  DESIGNATION -  HANK
 MR0776  PID         -  MR0776
 MR0776  STATE/COUNTY-  WY/UINTA
 MR0776  USGS QUAD   -  TURTLE HILL (1965)
 MR0776
 MR0776                         *CURRENT SURVEY CONTROL
 MR0776  ___________________________________________________________________
 MR0776* NAD 83(1993)-  41 21 56.20175(N)    110 13 29.16927(W)     ADJUSTED  
 MR0776* NAVD 88     -      2022.6    (meters)    6636.     (feet)  VERTCON   
 MR0776  ___________________________________________________________________
 MR0776  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 MR0776  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 MR0776
 MR0776  HORZ ORDER  -  SECOND
 MR0776
 MR0776.The horizontal coordinates were established by classical geodetic methods
 MR0776.and adjusted by the National Geodetic Survey in January 1997..
 MR0776
 MR0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0776
 MR0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0776
 MR0776.The geoid height was determined by GEOID03.
 MR0776
 MR0776;                    North         East     Units Scale Factor Converg.
 MR0776;SPC WY W     -   196,132.073   788,167.000   MT  0.99993922   -0 05 36.5
 MR0776;UTM  12      - 4,579,634.594   564,836.744   MT  0.99965173   +0 30 44.4
 MR0776
 MR0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0776!SPC WY W     -   0.99968514  x   0.99993922  =   0.99962438
 MR0776!UTM  12      -   0.99968514  x   0.99965173  =   0.99933698
 MR0776
 MR0776:                Primary Azimuth Mark                     Grid Az
 MR0776:SPC WY W     -  MICROWAVE REL TWR SSW GRANGER            066 13 31.8
 MR0776:UTM  12      -  MICROWAVE REL TWR SSW GRANGER            065 37 10.9
 MR0776
 MR0776|---------------------------------------------------------------------|
 MR0776| PID    Reference Object                     Distance      Geod. Az  |
 MR0776|                                                           dddmmss.s |
 MR0776| MR0774 MICROWAVE REL TWR SSW GRANGER       APPROX.12.8 KM 0660755.3 |
 MR0776| MR0775 MOUNTAIN FUEL UNITA PLT E STK       APPROX.12.0 KM 0730547.2 |
 MR0776| CP5499 HANK RM 1                            10.736 METERS 15756     |
 MR0776| CP5498 HANK AZ MK                                         2210507.5 |
 MR0776| MR0791 LYMAN MUNICIPAL TANK                APPROX. 7.7 KM 2330111.9 |
 MR0776| CP5500 HANK RM 2                            12.793 METERS 27733     |
 MR0776| MR0787 RNG FORT BRIDGER FBR                APPROX.12.3 KM 2884309.4 |
 MR0776|---------------------------------------------------------------------|
 MR0776
 MR0776                          SUPERSEDED SURVEY CONTROL
 MR0776
 MR0776  NAD 83(1986)-  41 21 56.19029(N)    110 13 29.16048(W) AD(       ) 2
 MR0776  NAD 27      -  41 21 56.36260(N)    110 13 26.61720(W) AD(       ) 2
 MR0776  NGVD 29 (07/19/86) 2021.3    (m)         6632.     (f) VERT ANG       
 MR0776
 MR0776.Superseded values are not recommended for survey control.
 MR0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0776.See file dsdata.txt to determine how the superseded data were derived.
 MR0776
 MR0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL6483779635(NAD 83)
 MR0776_MARKER: DS = TRIANGULATION STATION DISK
 MR0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0776
 MR0776  HISTORY     - Date     Condition        Report By
 MR0776  HISTORY     - 1962     MONUMENTED       CGS
 MR0776  HISTORY     - 1975     GOOD             NGS
 MR0776
 MR0776                          STATION DESCRIPTION
 MR0776
 MR0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0776'THE STATION IS ON A SAGE BRUSH AND GRASS COVERED HILL ABOUT
 MR0776'1/2 MILE NORTH OF U.S. HIGHWAY 30S, 12 MILES EAST-SOUTHEAST
 MR0776'OF CARTER AND 5 MILES NORTHEAST OF LYMAN.
 MR0776'
 MR0776'TO REACH THE STATION FROM THE POST OFFICE IN LYMAN.  GO
 MR0776'NORTHEAST ON U.S. HIGHWAY 30S FOR 3.5 MILES TO A PAVED SIDE
 MR0776'ROAD LEFT AND AZIMUTH MARK ON THE LEFT.  TURN LEFT ON THE OLD
 MR0776'HIGHWAY AND GO NORTH FOR 1.7 MILES TO A DIM TRACK ROAD ON THE
 MR0776'RIGHT.  TURN RIGHT, ON DIM TRACK ROAD AND GO EAST AND SOUTH
 MR0776'FOR 1.0 MILE TO A REVERSE FORK ON THE RIGHT.  CONTINUE STRAIGHT
 MR0776'AHEAD, EAST CROSS COUNTRY FOR 0.05 MILE TO THE STATION.
 MR0776'
 MR0776'STATION MARK IS A STANDARD DISK, STAMPED HANK 1962, SET IN TOP
 MR0776'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 MR0776'153 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD, 75 FEET
 MR0776'NORTHWEST OF THE SOUTHEAST EDGE OF THE HILL AND 4.5 FEET EAST
 MR0776'OF A WITNESS POST.
 MR0776'
 MR0776'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HANK NO 1 1962,
 MR0776'SET IN TOP OF A 12 INCH CONCRETE POST PROJECTING 5 INCHES.  IT
 MR0776'IS 30 FEET SOUTHEAST OF THE EDGE OF THE HILL AND ABOUT 1 FOOT
 MR0776'LOWER THAN THE STATION.
 MR0776'
 MR0776'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HANK NO 2 1962,
 MR0776'SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3
 MR0776'INCHES.  IT IS 84 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 MR0776'HILL AND ABOUT THE SAME ELEVATION AS THE STATION.
 MR0776'
 MR0776'AZIMUTH MARK IS A STANDARD DISK, STAMPED HANK 1962, SET IN TOP
 MR0776'OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 MR0776'102 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 30S,
 MR0776'56 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 2 FEET
 MR0776'NORTHWEST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE AND 3.5
 MR0776'FEET WEST OF A WITNESS POST.
 MR0776
 MR0776                          STATION RECOVERY (1975)
 MR0776
 MR0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFA)
 MR0776'ALL MARKS RECOVERED AS DESCRIBED.  ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0579 ***********************************************************************
 MP0579  DESIGNATION -  HANNA RESET
 MP0579  PID         -  MP0579
 MP0579  STATE/COUNTY-  WY/CARBON
 MP0579  USGS QUAD   -  HANNA (1982)
 MP0579
 MP0579                         *CURRENT SURVEY CONTROL
 MP0579  ___________________________________________________________________
 MP0579* NAD 83(1993)-  41 50 16.19894(N)    106 36 12.68082(W)     ADJUSTED  
 MP0579* NAVD 88     -      2211.3    (meters)    7255.     (feet)  VERTCON   
 MP0579  ___________________________________________________________________
 MP0579  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 MP0579  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 MP0579
 MP0579  HORZ ORDER  -  SECOND
 MP0579
 MP0579.The horizontal coordinates were established by classical geodetic methods
 MP0579.and adjusted by the National Geodetic Survey in January 1997..
 MP0579
 MP0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0579
 MP0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0579
 MP0579.The geoid height was determined by GEOID03.
 MP0579
 MP0579;                    North         East     Units Scale Factor Converg.
 MP0579;SPC WYEC     -   248,824.190   460,615.061   MT  0.99998270   +0 29 12.5
 MP0579;UTM  13      - 4,633,014.145   366,861.492   MT  0.99981812   -1 04 11.1
 MP0579
 MP0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0579!SPC WYEC     -   0.99965547  x   0.99998270  =   0.99963818
 MP0579!UTM  13      -   0.99965547  x   0.99981812  =   0.99947365
 MP0579
 MP0579|---------------------------------------------------------------------|
 MP0579| PID    Reference Object                     Distance      Geod. Az  |
 MP0579|                                                           dddmmss.s |
 MP0579| CP5505 HANNA RM 1                            9.513 METERS 14949     |
 MP0579| CP5506 HANNA RM 2                            9.467 METERS 24227     |
 MP0579| MP0580 SALT LAKE OMAHA AWY SITE 29 BN      APPROX. 6.5 KM 2491602.6 |
 MP0579| CP5504 HANNA AZ MK                                        2653117.2 |
 MP0579|---------------------------------------------------------------------|
 MP0579
 MP0579                          SUPERSEDED SURVEY CONTROL
 MP0579
 MP0579  NAD 83(1986)-  41 50 16.18734(N)    106 36 12.67391(W) AD(       ) 2
 MP0579  NAD 27      -  41 50 16.32200(N)    106 36 10.57300(W) AD(       ) 2
 MP0579  NGVD 29 (07/19/86) 2210.0    (m)         7251.     (f) VERT ANG       
 MP0579
 MP0579.Superseded values are not recommended for survey control.
 MP0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0579.See file dsdata.txt to determine how the superseded data were derived.
 MP0579
 MP0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG6686133014(NAD 83)
 MP0579_MARKER: DH = HORIZONTAL CONTROL DISK
 MP0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0579_STAMPING: HANNA 1948 1982
 MP0579_MARK LOGO: NGS   
 MP0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0579+STABILITY: SURFACE MOTION
 MP0579
 MP0579  HISTORY     - Date     Condition        Report By
 MP0579  HISTORY     - 1982     MONUMENTED       NGS
 MP0579
 MP0579                          STATION DESCRIPTION
 MP0579
 MP0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0579'THE STATION MARK WAS RECOVERED DAMAGED WITH DEEP VERTICAL CRACKS IN
 MP0579'THE MONUMENT AND ABOUT HALF OF THE TOP MISSING.  REFERENCE MARK NO 1
 MP0579'WAS NOT FOUND AND MUST HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 MP0579'REFERENCE MARK NO 2 WAS FOUND OUT OF THE GROUND AND THE DISK WAS
 MP0579'RECOVERED.  THE STATION MARK WAS TAKEN OUT AND THE UNDERGROUND STATION
 MP0579'WAS USED TO SET A NEW STATION.  THE UNDERGROUND MARK WAS 1 CM
 MP0579'NORTHWEST OF THE SURFACE MARK AND THE UNDERGROUND WAS SOLID AND IN
 MP0579'GOOD CONDITION.  REFERENCE MARKS 3 AND 4 WERE SET AT THIS TIME.  THE
 MP0579'AZIMUTH MARK WAS NOT FOUND AND MAY HAVE BEEN DESTROYED BY COAL MINING
 MP0579'ACTIVITY.  A NEW AZIMUTH MARK NO 2 WAS SET AND POSITIONED.  THE
 MP0579'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHWEST OF HANNA AND ABOUT
 MP0579'0.8 KM (0.50 MI) NORTH OF US HIGHWAY 30 AND 287.  IT IS ON THE HIGHEST
 MP0579'POINT OF THE MOST EASTERLY ONE OF THE TWO POINTS ON THE SUMMIT OF A
 MP0579'HIGH, BARE HILL.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY
 MP0579'30 AND WYOMING HIGHWAY 72 SOUTH SOUTHEAST OF HANNA, WYOMING, GO
 MP0579'SOUTHWEST ON US HIGHWAY 30 FOR 6.4 KM (3.95 MI) TO A DIRT SIDE ROAD
 MP0579'RIGHT.  TURN RIGHT, NORTHERLY, FOR 0.6 KM (0.35 MI) TO A FORK.  TAKE
 MP0579'RIGHT FORK, UPHILL, FOR 0.2 KM (0.10 MI) TO A REVERSE FORK.  CONTINUE
 MP0579'UPHILL FOR 0.9 KM (0.55 MI) TO THE STATION MARK ON THE LEFT ON THE TOP
 MP0579'OF THE HILL.
 MP0579' 
 MP0579'THE STATION IS A STANDARD NGS DISK STAMPED--HANNA 1948 1982--, SET
 MP0579'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 MP0579'DIAMETER FLUSH WITH GROUND.  THE STATION MARK IS ON THE HIGHEST POINT
 MP0579'OF A HILL AND JUST ABOVE A ROAD CUT.  IT IS LOCATED 42 FT (12.8 M) N
 MP0579'FROM THE CENTER OF A DIRT ROAD, 4 FT (1.2 M) ENE FROM A METAL WITNESS
 MP0579'POST WITH SIGN, AND 4 FT (1.2 M) WNW FROM A METAL WITNESS POST WITH
 MP0579'SIGN.  THE UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED--HANNA
 MP0579'1948--, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FT (0.9 M)
 MP0579'BELOW THE SURFACE.
 MP0579' 
 MP0579'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--HANNA 1948 NO 3
 MP0579'1982-, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 MP0579'IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND LOCATED 66 FT
 MP0579'(20.1 M) N FROM THE CENTER OF A DIRT ROAD, 25 FT (7.6 M) S FROM A
 MP0579'METAL WITNESS POST WITH SIGN, AND 4 FT (1.2 M) LOWER THAN THE STATION.
 MP0579'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--HANNA 1948 NO 4
 MP0579'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 MP0579'CM) IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND LOCATED 48
 MP0579'FT (14.6 M) NW FROM THE CENTER OF A DIRT ROAD, 28 FT (8.5 M) W FROM A
 MP0579'METAL WITNESS POST WITH SIGN, AND 3 FT (0.9 M) LOWER THAN THE STATION.
 MP0579'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--HANNA 1948 NO 2
 MP0579'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 MP0579'CM) IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  AN
 MP0579'UNDERGROUND DISK WAS SET FOR THE AZIMUTH MARK ABOUT 1.1 M (3.6 FT)
 MP0579'BELOW THE SURFACE DISK.  IT IS LOCATED 151 FT (46.0 M) W FROM THE
 MP0579'CENTER OF A DIRT ROAD, 33 FT (10.1 M) E FROM A BROKEN SANDSTONE
 MP0579'OUTCROP, AND 3.5 FT (1.1 M) S FROM A METAL WITNESS POST WITH SIGN.  TO
 MP0579'REACH THE AZIMUTH MARK FROM THE STATION MARK, CONTINUE ON DIRT ROAD,
 MP0579'NORTH, FOR 0.8 KM (0.50 MI) TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0639 ***********************************************************************
 MP0639  DESIGNATION -  HANSEN
 MP0639  PID         -  MP0639
 MP0639  STATE/COUNTY-  WY/CARBON
 MP0639  USGS QUAD   -  DIVIDE PEAK (1983)
 MP0639
 MP0639                         *CURRENT SURVEY CONTROL
 MP0639  ___________________________________________________________________
 MP0639* NAD 83(1993)-  41 17 49.23327(N)    107 10 20.78816(W)     ADJUSTED  
 MP0639* NAVD 88     -      2772.4    (meters)    9096.     (feet)  GPS OBS   
 MP0639  ___________________________________________________________________
 MP0639  X           -  -1,417,476.587 (meters)                     COMP
 MP0639  Y           -  -4,586,936.131 (meters)                     COMP
 MP0639  Z           -   4,189,082.938 (meters)                     COMP
 MP0639  LAPLACE CORR-           8.74  (seconds)                    DEFLEC99
 MP0639  ELLIP HEIGHT-        2760.65  (meters)          (09/07/01) GPS OBS
 MP0639  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 MP0639
 MP0639  HORZ ORDER  -  B
 MP0639  ELLP ORDER  -  FOURTH    CLASS I
 MP0639
 MP0639.The horizontal coordinates were established by GPS observations
 MP0639.and adjusted by the National Geodetic Survey in October 1994..
 MP0639
 MP0639.The orthometric height was determined by GPS observations and a
 MP0639.high-resolution geoid model.
 MP0639
 MP0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0639
 MP0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0639
 MP0639.The ellipsoidal height was determined by GPS observations
 MP0639.and is referenced to NAD 83.
 MP0639
 MP0639.The geoid height was determined by GEOID03.
 MP0639
 MP0639;                    North         East     Units Scale Factor Converg.
 MP0639;SPC WYEC     -   188,516.384   413,474.905   MT  0.99993973   +0 06 22.3
 MP0639;UTM  13      - 4,574,005.071   318,111.293   MT  1.00000717   -1 26 02.8
 MP0639
 MP0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0639!SPC WYEC     -   0.99956717  x   0.99993973  =   0.99950692
 MP0639!UTM  13      -   0.99956717  x   1.00000717  =   0.99957433
 MP0639
 MP0639:                Primary Azimuth Mark                     Grid Az
 MP0639:SPC WYEC     -  HANSEN AZ MK                             133 16 04.4
 MP0639:UTM  13      -  HANSEN AZ MK                             134 48 29.5
 MP0639
 MP0639|---------------------------------------------------------------------|
 MP0639| PID    Reference Object                     Distance      Geod. Az  |
 MP0639|                                                           dddmmss.s |
 MP0639| CP5507 HANSEN AZ MK                                       1332226.7 |
 MP0639| CP5508 HANSEN RM 1                           7.245 METERS 15940     |
 MP0639| CP5509 HANSEN RM 2                           5.335 METERS 26348     |
 MP0639| MP0638 NEAR HANSEN                           2.077 METERS 32231     |
 MP0639|---------------------------------------------------------------------|
 MP0639
 MP0639                          SUPERSEDED SURVEY CONTROL
 MP0639
 MP0639  ELLIP H (10/19/94) 2760.68   (m)                       GP(       ) 4 1
 MP0639  NAD 83(1986)-  41 17 49.22441(N)    107 10 20.77904(W) AD(       ) 2
 MP0639  NAD 27      -  41 17 49.36200(N)    107 10 18.58000(W) AD(       ) 2
 MP0639  NGVD 29 (07/19/86) 2771.7    (m)         9093.     (f) VERT ANG       
 MP0639
 MP0639.Superseded values are not recommended for survey control.
 MP0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0639.See file dsdata.txt to determine how the superseded data were derived.
 MP0639
 MP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF1811174005(NAD 83)
 MP0639_MARKER: DS = TRIANGULATION STATION DISK
 MP0639_SETTING: 66 = SET IN ROCK OUTCROP
 MP0639_STAMPING: HANSEN 1937
 MP0639_MARK LOGO: CGS   
 MP0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0639+STABILITY: POSITION/ELEVATION WELL
 MP0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0639+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1993
 MP0639
 MP0639  HISTORY     - Date     Condition        Report By
 MP0639  HISTORY     - 1937     MONUMENTED       CGS
 MP0639  HISTORY     - 1948     GOOD             CGS
 MP0639  HISTORY     - 1961     GOOD             USGS
 MP0639  HISTORY     - 19930816 GOOD             USDA
 MP0639
 MP0639                          STATION DESCRIPTION
 MP0639
 MP0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0639'LOCATED 22 MILES SOUTHWEST OF SARATOGA AND 20.5 MILES NORTH
 MP0639'OF THE COLORADO-WYOMING STATE LINE, ON THE HIGHEST POINT OF
 MP0639'A PROMINENT RIDGE KNOWN AS DIVIDE PEAK.
 MP0639'
 MP0639'TO REACH FROM DIXON TAKE THE TRACK ROAD NORTH FROM THE NORTH
 MP0639'END OF THE MAIN STREET AND FOLLOW THIS ROAD (PARTLY GRADED)
 MP0639'NORTH AND NORTHEAST FOR 11.9 MILES TO A RIGHT TURN IN THE
 MP0639'MAIN ROAD.  KEEP RIGHT AND GO NORTH AND EAST FOR 0.9 MILES
 MP0639'TO A FORK.  TAKE LEFT FORK AND GO NORTH ON THE MAIN TRAVELED
 MP0639'ROAD FOR 1.7 MILES TO A WHITE SCHOOL BUILDING ON THE RIGHT.
 MP0639'CONTINUE ON 0.55 MILES TO A RIGHT TURN IN THE ROAD.  TURN RIGHT
 MP0639'AND GO EAST 0.25 MILES TO A LEFT TURN IN THE ROAD.  TURN LEFT
 MP0639'(NORTH) AND GO 0.3 MILES TO WHERE THE MAIN TRAVELED ROAD
 MP0639'TURNS RIGHT (EAST) THROUGH A CATTLE GUARD.  TURN RIGHT
 MP0639'THROUGH THE CATTLE GUARD AND GO 9.5 MILES NORTHEAST AND NORTH
 MP0639'TO A FORK AT A SIGN TULLIS.  THE TULLIS POST OFFICE IS ON
 MP0639'THE RIGHT FORK ABOUT 0.15 MILES SOUTH, KEEP THE LEFT
 MP0639'FORK AND GO 3.3 MILES ON THE MAIN TRAVELED ROAD TO A
 MP0639'WELL TRAVELED, GRADED NORTH-SOUTH ROAD.  TURN LEFT AND GO
 MP0639'NORTH ON THIS ROAD FOR 0.75 MILES TO A SIDE TRACK ROAD
 MP0639'AT A SIGN HANSEN RANCH 2 MI.  TURN EAST ON THIS ROAD AND
 MP0639'GO 1.9 MILES TO WHERE THE ROAD MAKES A SHARP RIGHT
 MP0639'TURN AROUND A FENCE CORNER AND THEN FORKS.  THE RIGHT FORK
 MP0639'GOES TO RANCH BUILDING JUST AHEAD.  TAKE LEFT FORK AND
 MP0639'KEEP MAIN TRAVELED ROAD FOR 0.2 MILES TO A CABIN IN A DRAW.
 MP0639'CONTINUE ON PAST CABIN FOR 0.1 MILES TO A FORK.  TAKE LEFT
 MP0639'FORK ON THE MAIN TRAVELED ROAD NORTHEAST FOR 0.5 MILES TO A
 MP0639'FORK AND SIGN JACK CREEK AND TWIN GROVES.  TAKE RIGHT FORK
 MP0639'AND GO 0.8 MILES TO A FENCE LINE WHERE ONLY THE FENCE
 MP0639'POSTS REMAIN.  CONTINUE ON FOR 1.0 MILE TO WHERE THE MAIN
 MP0639'ROAD SWINGS DOWN HILL RIGHT INTO TIMBER AND THERE IS AN
 MP0639'OLD TRACK ROAD KEEPING STRAIGHT AHEAD ALONG THE HILLSIDE.  KEEP
 MP0639'LEFT ON THIS OLD TRACK ROAD WHICH IS BADLY WASHED BUT
 MP0639'PASSABLE FOR 1.0 MILE TO THE FIRST TREES ON THE LEFT SIDE
 MP0639'OF THE ROAD.  THERE ARE FIVE TREES IN THIS GROUP AND THERE
 MP0639'IS A TRIANGULAR BLAZE ON THE TREE CLOSEST TO THE ROAD.  CONTINUE
 MP0639'ON FOR 0.05 MILES TO A DRAW WITH WHITE QUARTZ BOULDERS IN
 MP0639'THE BOTTOM.  FROM HERE TURN LEFT UP THE HILL TO THE TOP OF
 MP0639'THE SADDLE ABOUT 0.25 MILES FROM THE ROAD.  TURN LEFT AND
 MP0639'GO ALONG THE TOP OF THE RIDGE FOR 0.25 MILES TO A HIGHER
 MP0639'RIDGE AND END OF TRUCK TRAVEL.  FROM HERE THE STATION IS ABOUT
 MP0639'200 YARDS NORTHWEST ON A HIGH ROCKY POINT.
 MP0639'
 MP0639'THE AZIMUTH MARK IS ABOUT 0.3 MILES SOUTHEAST OF THE STATION,
 MP0639'ON THE SECOND HUMP IN THE RIDGE FROM THE STATION.
 MP0639
 MP0639                          STATION RECOVERY (1948)
 MP0639
 MP0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0639'STATION AND ALL MARKS FOUND IN GOOD CONDITION AND IS DESCRIBED,
 MP0639'WITH THE EXCEPTION OF SLIGHT DIFFERENCES IN THE DISTANCE TO
 MP0639'REFERENCE MARKS AND THE U.S.G.S. B.M.  THE CORRECT DISTANCES
 MP0639'ARE GIVEN BELOW.
 MP0639'
 MP0639'STATION LOCATED ABOUT 22 MILES AIRLINE SOUTHWEST OF SARATOGA,
 MP0639'20.5 MILES AIRLINE NORTH OF THE COLORADO-WYOMING STATE LINE,
 MP0639'ON HIGHEST POINT OF A PROMINENT RIDGE LOCALLY KNOWN AS DIVIDE
 MP0639'PEAK, PROJECTS 2 INCHES, AND STAMPED,
 MP0639'HANSEN 1937.
 MP0639'
 MP0639'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN STATION, PROJECTS
 MP0639'24 INCHES, AND STAMPED, HANSEN NO
 MP0639'1 1937.
 MP0639'
 MP0639'REFERENCE MARK NO. 2 IS ABOUT 6 INCHES LOWER THAN STATION,
 MP0639'PROJECTS 12 INCHES, AND STAMPED,
 MP0639'HANSEN NO 2 1937.
 MP0639'
 MP0639'REFERENCE MARK NO. 3 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MP0639'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 12 INCHES
 MP0639'HIGHER THAN STATION, PROJECTS 6 INCHES, AND STAMPED, VA 9088.
 MP0639'
 MP0639'AZIMUTH MARK IS LOCATED ON THE SECOND HUMP OF THE RIDGE ON
 MP0639'WHICH THE STATION IS ON, 4 FEET WEST OF A WHITE WITNESS POST,
 MP0639'PROJECTS 8 INCHES, AND STAMPED,
 MP0639'HANSEN 1937.
 MP0639'
 MP0639'TO REACH FROM THE POST OFFICE IN SARATOGA, GO WEST ON MAIN
 MP0639'STREET FOR 1.0 MILE TO A FORK.  TAKE LEFT FORK AND GO 4.7
 MP0639'MILES TO FORK.  TAKE LEFT FORK AND GO 6.7 MILES TO 1V RANCH
 MP0639'YARD AND FORK.  TAKE RIGHT FORK AND FOLLOW MAIN ROAD FOR
 MP0639'3.2 MILES TO TO FORK.  TAKE LEFT FORK AND GO 1.4 MILE TO
 MP0639'CROSSROAD.  CONTINUE STRAIGHT AHEAD UP HILL AND GO 3.8 MILES
 MP0639'TO POLE GATE IN RAIL FENCE AND SIGN MEDICINE BOW NATIONAL
 MP0639'FOREST--PASS THROUGH GATE AND CONTINUE FOR 0.65 MILE TO FORK
 MP0639'AND SIGN JACK CREEK GUARD STA. 6--TAKE LEFT FORK AND CONTINUE
 MP0639'SOUTHERLY FOR 0.6 MILE TO OLD WOODS ROAD LEADING RIGHT AND
 MP0639'TRIANGLES BLAZES ON ASPEN TREES.  TURN RIGHT ON OLD ROAD
 MP0639'AND GO 0.8 MILE TO DIM FORK.  KEEP RIGHT FORK AND GO 0.9
 MP0639'MILE TO OLD LOG CABIN.  CONTINUE ON ROAD FOR 1.25 MILE TO A
 MP0639'DRAW.  LEAVE ROAD, TURNING RIGHT, AND DRIVE NORTHERLY
 MP0639'ALONG WEST SIDE OF DRAW FOR 0.2 MILE TO SUMMIT OF
 MP0639'SADDLE.  AZIMUTH MARK IS ON POINT TO LEFT.  BEAR TO LEFT ALONG
 MP0639'RIDGE TO THE NORTHWEST FOR 0.2 MILE TO END OF TRUCK TRAVEL.
 MP0639'PACK WEST-NORTHWEST ABOUT 100 YARDS TO HIGHEST POINT
 MP0639'AND STATION AS DESCRIBED ABOVE.  A FIVE-MINUTE PACK.
 MP0639'
 MP0639'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 MP0639
 MP0639                          STATION RECOVERY (1961)
 MP0639
 MP0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MP0639'RECOVERED.
 MP0639'
 MP0639'STATION MARK--STANDARD USC AND GS BRONZE DISK, SET IN CONCRETE POST
 MP0639'PROJECTING 2 IN., STAMPED ---HANSEN 1937---.
 MP0639
 MP0639                          STATION RECOVERY (1993)
 MP0639
 MP0639'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (GA)
 MP0639'STATION MARK AND REFERENCE MARKS 1, 2 AND 3 (VA 9088) WERE RECOVERED
 MP0639'IN GOOD CONDITION.  AZIMUTH MARK NOT SEARCHED FOR. STATION IS LOCATED
 MP0639'ABOUT 35 KM (21.75 MI) SOUTHWEST OF SARATOGA, 34 KM (21.10 MI)
 MP0639'NORTHWEST OF ENCAMPMENT, ALONG THE CONTINENTAL DIVIDE, IN THE MEDICINE
 MP0639'BOW NATIONAL FOREST, ON DIVIDE PEAK, IN THE SOUTHWEST 1/4 OF SECTION
 MP0639'3, T 15 N, R 87 W.  OWNERSHIP--US DEPARTMENT OF AGRICULTURE. TO REACH
 MP0639'FROM THE MEDICINE BOW BRUSH CREEK RANGER OFFICE AT FIRST AND ELM
 MP0639'STREETS IN SARATOGA, GO NORTH ON ELM STREET (STATE HIGHWAY 130) FOR
 MP0639'0.1 MI (0.2 KM) TO BRIDGE STREET.  TURN LEFT, WEST, ON BRIDGE STREET
 MP0639'FOR 1.0 MI (1.6 KM) TO PAVEMENT END.  CONTINUE AHEAD ON COUNTY ROAD
 MP0639'500 (JACK CREEK ROAD) FOR 0.42 MI (0.68 KM) TO A FORK.  KEEP LEFT,
 MP0639'WESTERLY ON ROAD 500 FOR 1.7 MI (2.7 KM) TO A CATTLE GUARD. CONTINUE
 MP0639'AHEAD ON ROAD 500 FOR 5.0 MI (8.0 KM) TO A TO A CATTLE GUARD AND LAND
 MP0639'OF KELLEY LAND AND CATTLE COMPANY.  CONTINUE SOUTHWEST ON ROAD 500 FOR
 MP0639'0.9 MI (1.4 KM) TO A CROSSROAD (HYDROLOGY ROAD, BLM ROAD 3422).
 MP0639'CONTINUE SOUTHWEST ON ROAD 500 FOR 4.0 MI (6.4 KM) TO A FORK, JUNCTION
 MP0639'OF FOREST SERVICE ROAD 452 (LITTLE JACK CREEK ROAD).  KEEP LEFT,
 MP0639'SOUTHWEST, ON ROAD 452 FOR 3.6 MI (5.8 KM) TO A CATTLE GUARD AND
 MP0639'MEDICINE BOW NATIONAL FOREST.  CONTINUE AHEAD ON ROAD 452 FOR 2.0 MI
 MP0639'(3.2 KM) TO A ROAD RIGHT.  TURN RIGHT, WESTERLY, ON ROAD 453 FOR 1.6
 MP0639'MI (2.6 KM) TO ITS JUNCTION WITH ROAD 806.  TURN LEFT, SOUTHERLY, ON
 MP0639'ROAD 806, UPGRADE, ON NARROW, WINDING, TRACK ROAD THROUGH A CLEAR CUT
 MP0639'FOR 0.7 MI (1.1 KM) TO A FORK.  KEEP RIGHT AT SHARP TURN, SOUTHWEST,
 MP0639'ON ROAD 806 FOR 0.5 MI (0.8 KM) TO A GATE.  CONTINUE AHEAD ON ROAD FOR
 MP0639'0.3 MI (0.5 KM) TO A MEADOW AT ASPEN AND PINE TREE AREA. TURN SHARP
 MP0639'RIGHT, NORTHWEST, ON VERY DIM TRACK ROAD, UPGRADE, PARRALLEL TO A WASH
 MP0639'ON THE RIGHT, FOR 0.2 MI (0.3 KM) TO TOP OF WASH AT SADDLE AND A 1 M
 MP0639'(3.3 FT) HIGH, 1.5 M (4.9 FT) DIAMETER NATURAL QUARTZITE STONE PILE IN
 MP0639'AN OPEN FIELD.  TURN LEFT, WESTERLY, PARALLELING A FENCE LINE,
 MP0639'UPGRADE, ON DIM TRACK ROAD FOR TO TOP OF HILL AND END OF TRUCK TRAVEL.
 MP0639'PACK WEST ALONG FENCE LINE FOR ABOUT 150 M, THE BEAR RIGHT, NORTH, FOR
 MP0639'60 M (196.8 FT) TO TOP OF HILL AND STATION. STATION MARK IS A DISK SET
 MP0639'IN A DRILL HOLE IN A 0.75 M (2.46 FT) X 1 M (3.3 FT) IN RED OUTCROP.
 MP0639'IT IS ON THE THIRD FROM THE EAST OF FOUR SMALL KNOBS ON THE PEAK.  IT
 MP0639'IS 3.3 M (10.8 FT) NORTHWEST OF A FIBERGLASS WITNESS POST WEDGED INTO
 MP0639'THE ROCK. DESCRIBED BY USFS, TYPED BY GRH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0840 ***********************************************************************
 OX0840  DESIGNATION -  HANSEN
 OX0840  PID         -  OX0840
 OX0840  STATE/COUNTY-  WY/TETON
 OX0840  USGS QUAD   -  TETON VILLAGE (1996)
 OX0840
 OX0840                         *CURRENT SURVEY CONTROL
 OX0840  ___________________________________________________________________
 OX0840* NAD 83(1993)-  43 32 11.63952(N)    110 47 59.69760(W)     ADJUSTED  
 OX0840* NAVD 88     -      2238.3    (meters)    7343.     (feet)  VERTCON   
 OX0840  ___________________________________________________________________
 OX0840  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 OX0840  GEOID HEIGHT-          -9.61  (meters)                     GEOID03
 OX0840
 OX0840  HORZ ORDER  -  SECOND
 OX0840
 OX0840.The horizontal coordinates were established by classical geodetic methods
 OX0840.and adjusted by the National Geodetic Survey in January 1997..
 OX0840
 OX0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0840
 OX0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0840
 OX0840.The geoid height was determined by GEOID03.
 OX0840
 OX0840;                    North         East     Units Scale Factor Converg.
 OX0840;SPC WY W     -   437,510.980   742,083.702   MT  0.99997874   -0 29 37.0
 OX0840;UTM  12      - 4,820,421.845   516,165.893   MT  0.99960321   +0 08 16.2
 OX0840
 OX0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0840!SPC WY W     -   0.99965064  x   0.99997874  =   0.99962938
 OX0840!UTM  12      -   0.99965064  x   0.99960321  =   0.99925399
 OX0840
 OX0840|---------------------------------------------------------------------|
 OX0840| PID    Reference Object                     Distance      Geod. Az  |
 OX0840|                                                           dddmmss.s |
 OX0840| CP5511 HANSEN RM 1                           9.415 METERS 10236     |
 OX0840| CP5512 HANSEN RM 2                           9.657 METERS 19904     |
 OX0840| CP5510 HANSEN AZ MK                                       2023048.4 |
 OX0840|---------------------------------------------------------------------|
 OX0840
 OX0840                          SUPERSEDED SURVEY CONTROL
 OX0840
 OX0840  NAD 83(1993)-  43 32 11.63510(N)    110 47 59.69152(W) AD(       ) 2
 OX0840  NAD 83(1986)-  43 32 11.62944(N)    110 47 59.68412(W) AD(       ) 2
 OX0840  NAD 27      -  43 32 11.88200(N)    110 47 56.92800(W) AD(       ) 2
 OX0840  NGVD 29 (07/19/86) 2237.0    (m)         7339.     (f) VERT ANG       
 OX0840
 OX0840.Superseded values are not recommended for survey control.
 OX0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0840.See file dsdata.txt to determine how the superseded data were derived.
 OX0840
 OX0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1616620422(NAD 83)
 OX0840_MARKER: DS = TRIANGULATION STATION DISK
 OX0840_SETTING: 66 = SET IN ROCK OUTCROP
 OX0840
 OX0840  HISTORY     - Date     Condition        Report By
 OX0840  HISTORY     - 1946     MONUMENTED       CGS
 OX0840  HISTORY     - 1968     GOOD             USGS
 OX0840  HISTORY     - 1982     GOOD             LOCSUR
 OX0840
 OX0840                          STATION DESCRIPTION
 OX0840
 OX0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0840'THE STATION IS LOCATED ON THE HIGHEST POINT OF WEST GROS VENTRE
 OX0840'BUTTE, 4 MILES AIRLINE NORTH BY WEST OF JACKSON AND ON LAND
 OX0840'OWNED BY MR. CLIFFORD HANSEN.  THE DISK IS SET FLUSH IN ROCK
 OX0840'OUTCROP PROJECTING ABOUT 4 INCHES, 55 FEET EAST OF A GROWTH
 OX0840'OF PINES ON THE WEST SLOPE, 40 FEET WEST OF THE EAST RIM OF THE
 OX0840'HILL, 75 FEET NORTH OF A ROCKY POINT ON THE SOUTH SLOPE OF THE
 OX0840'HILL AND IS STAMPED HANSEN 1946.
 OX0840'
 OX0840'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN ROCK OUTCROP
 OX0840'PROJECTING ABOUT 6 INCHES, ON THE EAST RIM OF THE HILL, EAST
 OX0840'OF THE STATION AND IS STAMPED HANSEN NO 1 1946.
 OX0840'
 OX0840'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN ROCK OUTCROP
 OX0840'PROJECTING ABOUT 6 INCHES, 43 FEET NORTH OF THE ROCKY POINT
 OX0840'ON THE SOUTH SLOPE OF THE HILL, SOUTH OF THE STATION AND IS
 OX0840'STAMPED HANSEN NO 2 1946.
 OX0840'
 OX0840'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH SOUTHWEST OF THE STATION,
 OX0840'NEAR THE OLD RANCH BUILDINGS ON THE ROAD LEADING TO THE STATION.
 OX0840'THE DISK IS SET FLUSH IN A CONCRETE MONUMENT PROJECTING ABOUT
 OX0840'3 INCHES, AT THE NORTHWEST CORNER OF AN OLD CORRAL, 66 FEET
 OX0840'WEST OF THE THE CENTER OF FARM ROAD LEADING TO THE STATION,
 OX0840'AND IS STAMPED HANSEN 1946.
 OX0840'
 OX0840'TO REACH THE STATION FROM THE SQUARE IN JACKSON GO WEST AND
 OX0840'SOUTH ON U.S. HIGHWAYS NO. 89 AND 187 FOR 1.5 MILES TO JUNCTION
 OX0840'WITH WYOMING STATE HIGHWAY NO. 22, TURN RIGHT AND FOLLOW
 OX0840'HIGHWAY NO. 22 WESTERLY FOR 2.45 MILES TO A WIRE GATE ON THE
 OX0840'RIGHT.  TURN RIGHT THROUGH THE GATE AND FOLLOW A TRACK ROAD
 OX0840'FOR 0.8 MILES TO A POLE GATE, GO THROUGH GATE AND CONTINUE FOR
 OX0840'0.9 MILES TO ANOTHER POLE GATE AND OLD SHACK ON THE RIGHT.
 OX0840'PASS THROUGH GATE AND CONTINUE 0.3 MILE TO A GROUP OF OLD
 OX0840'DESERTED RANCH BUILDINGS.  (THE AZIMUTH MARK IS LOCATED
 OX0840'HERE.) FROM HERE CONTINUE ON TRACK ROAD ACROSS MEADOWS, ROAD
 OX0840'IS VERY DIM IN PLACES, FOR 0.5 MILE TO A WIRE GATE, PASS
 OX0840'THROUGH GATE, BEAR LEFT TO FENCE LINE THENCE RIGHT,
 OX0840'NORTHERLY, FOR 0.7 MILE TO ANOTHER WIRE GATE.  PASS THROUGH
 OX0840'THIS GATE AND TURN SHARP RIGHT AND FOLLOW STOCK TRAIL 0.5
 OX0840'MILE TO TOP OF A RIDGE.  TURN LEFT AND FOLLOW STOCK TRAIL UP
 OX0840'RIDGE FOR 0.7 MILE TO A FENCE LINE, TAKE DOWN FENCE AND
 OX0840'CONTINUE UP RIDGE FOR 0.2 MILE TO FOOT OF STEEP ROCKY HILL
 OX0840'AND END OF TRUCK TRAVEL.  FROM HERE CLIMB TO TOP OF HILL
 OX0840'AND STATION AS DESCRIBED, ABOUT A 10 MINUTE PACK.  NOTE,
 OX0840'BE SURE AND CLOSE ALL GATES AND PUT UP FENCE WHEN DRIVING
 OX0840'TO AND FROM STATION.
 OX0840
 OX0840                          STATION RECOVERY (1968)
 OX0840
 OX0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0840'RECOVERED.
 OX0840'
 OX0840'STATION MARK--STANDARD USC AND GS DISK, SET FLUSH IN ROCK OUTCROP,
 OX0840'STAMPED ---HANSEN 1946---.
 OX0840
 OX0840                          STATION RECOVERY (1982)
 OX0840
 OX0840'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (PNS)
 OX0840'HANSEN STATION MARK 1946 RECOVERED EXCELLENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0528 ***********************************************************************
 NR0528  DESIGNATION -  HANSEN
 NR0528  PID         -  NR0528
 NR0528  STATE/COUNTY-  WY/NATRONA
 NR0528  USGS QUAD   -  BEAR SPRING (1982)
 NR0528
 NR0528                         *CURRENT SURVEY CONTROL
 NR0528  ___________________________________________________________________
 NR0528* NAD 83(1993)-  42 28 37.02523(N)    106 44 59.72786(W)     ADJUSTED  
 NR0528* NAVD 88     -      1881.96   (+/-2cm)    6174.4    (feet)  VERTCON   
 NR0528  ___________________________________________________________________
 NR0528  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 NR0528  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 NR0528
 NR0528  HORZ ORDER  -  THIRD
 NR0528  VERT ORDER  -  THIRD ? (See Below)
 NR0528
 NR0528.The horizontal coordinates were established by classical geodetic methods
 NR0528.and adjusted by the National Geodetic Survey in January 1997..
 NR0528
 NR0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0528.The vertical order pertains to the NGVD 29 superseded value.
 NR0528
 NR0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0528
 NR0528.The geoid height was determined by GEOID03.
 NR0528
 NR0528;                    North         East     Units Scale Factor Converg.
 NR0528;SPC WYEC     -   319,718.107   447,970.322   MT  0.99996580   +0 23 38.3
 NR0528;UTM  13      - 4,704,217.377   356,160.675   MT  0.99985456   -1 10 54.9
 NR0528
 NR0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0528!SPC WYEC     -   0.99970688  x   0.99996580  =   0.99967269
 NR0528!UTM  13      -   0.99970688  x   0.99985456  =   0.99956149
 NR0528
 NR0528:                Primary Azimuth Mark                     Grid Az
 NR0528:SPC WYEC     -  COTTONWOOD                               170 52 18.6
 NR0528:UTM  13      -  COTTONWOOD                               172 26 51.8
 NR0528
 NR0528|---------------------------------------------------------------------|
 NR0528| PID    Reference Object                     Distance      Geod. Az  |
 NR0528|                                                           dddmmss.s |
 NR0528| NR0524 COTTONWOOD                          APPROX. 4.0 KM 1711556.9 |
 NR0528|---------------------------------------------------------------------|
 NR0528
 NR0528                          SUPERSEDED SURVEY CONTROL
 NR0528
 NR0528  NAD 83(1986)-  42 28 37.00781(N)    106 44 59.71548(W) AD(       ) 3
 NR0528  NGVD 29 (08/25/89) 1881.00   (m)         6171.2    (f) LEVELING    3  
 NR0528
 NR0528.Superseded values are not recommended for survey control.
 NR0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0528.See file dsdata.txt to determine how the superseded data were derived.
 NR0528
 NR0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH5616104217(NAD 83)
 NR0528_MARKER: DS = TRIANGULATION STATION DISK
 NR0528_SETTING: 0 = UNSPECIFIED SETTING
 NR0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0528
 NR0528  HISTORY     - Date     Condition        Report By
 NR0528  HISTORY     - 1948     MONUMENTED       USGS
 NR0528
 NR0528                          STATION DESCRIPTION
 NR0528
 NR0528'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0528'STATION LOCATED ABOUT 6.0 MI. E. OF PATHFINDER DAM, IN THE W. PART
 NR0528'OF SEC. 24, T 29 N, R 83 W, ABOUT 1.5 MI. W. OF THE HANSEN RANCH
 NR0528'HOUSE.
 NR0528'
 NR0528'TO REACH FROM ALCOVA VILLAGE, FOLLOW RD. 8.1 MI. S. FROM ALCOVA
 NR0528'BRIDGE OVER NORTH PLATTE RIVER, STATION IS 196.6 FT. E. FROM CENTER
 NR0528'OF HIGHWAY AND 293.6 FT. SE. OF T-JUNCTION OF N-S. RD. AND RD. W.
 NR0528'
 NR0528'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 NR0528'6 IN. ABOVE GROUND, AND STAMPED---HANSEN 1948---.
 NR0528'
 NR0528'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TOP OF CONCRETE POST
 NR0528'BURIED IN GROUND, 54.6 FT. W. OF STATION MARK, N 72 DEGREES
 NR0528'17 MINUTES, SE.
 NR0528'
 NR0528'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN TOP OF CONCRETE POST
 NR0528'BURIED IN GROUND, 59.7 FT. N. OF STATION MARK, N 21 DEGREES
 NR0528'00 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0541 ***********************************************************************
 PW0541  DESIGNATION -  HAP
 PW0541  PID         -  PW0541
 PW0541  STATE/COUNTY-  WY/BIG HORN
 PW0541  USGS QUAD   -  WEINTZ DRAW (1978)
 PW0541
 PW0541                         *CURRENT SURVEY CONTROL
 PW0541  ___________________________________________________________________
 PW0541* NAD 83(1993)-  44 14 15.09904(N)    107 43 26.86176(W)     ADJUSTED  
 PW0541* NAVD 88     -      1415.4    (meters)    4644.     (feet)  VERTCON   
 PW0541  ___________________________________________________________________
 PW0541  LAPLACE CORR-          15.32  (seconds)                    DEFLEC99
 PW0541  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 PW0541
 PW0541  HORZ ORDER  -  SECOND
 PW0541
 PW0541.The horizontal coordinates were established by classical geodetic methods
 PW0541.and adjusted by the National Geodetic Survey in January 1997..
 PW0541
 PW0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0541
 PW0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0541
 PW0541.The geoid height was determined by GEOID03.
 PW0541
 PW0541;                    North         East     Units Scale Factor Converg.
 PW0541;SPC WYEC     -   515,214.706   368,783.088   MT  0.99994948   -0 16 21.5
 PW0541;UTM  13      - 4,901,864.126   282,466.347   MT  1.00018201   -1 54 04.3
 PW0541
 PW0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0541!SPC WYEC     -   0.99977994  x   0.99994948  =   0.99972943
 PW0541!UTM  13      -   0.99977994  x   1.00018201  =   0.99996191
 PW0541
 PW0541:                Primary Azimuth Mark                     Grid Az
 PW0541:SPC WYEC     -  WONDER                                   002 39 14.8
 PW0541:UTM  13      -  WONDER                                   004 16 57.6
 PW0541
 PW0541|---------------------------------------------------------------------|
 PW0541| PID    Reference Object                     Distance      Geod. Az  |
 PW0541|                                                           dddmmss.s |
 PW0541| PW0536 WONDER                              APPROX.12.5 KM 0022253.3 |
 PW0541| CQ6680 HAP RM 2                              9.370 METERS 19816     |
 PW0541| CQ6678 HAP AZ MK                                          2965744.2 |
 PW0541| CQ6679 HAP RM 1                              7.701 METERS 35521     |
 PW0541|---------------------------------------------------------------------|
 PW0541
 PW0541                          SUPERSEDED SURVEY CONTROL
 PW0541
 PW0541  NAD 83(1986)-  44 14 15.08383(N)    107 43 26.85402(W) AD(       ) 2
 PW0541  NAD 27      -  44 14 15.23020(N)    107 43 24.53850(W) AD(       ) 2
 PW0541  NGVD 29 (07/19/86) 1414.6    (m)         4641.     (f) VERT ANG       
 PW0541
 PW0541.Superseded values are not recommended for survey control.
 PW0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0541.See file dsdata.txt to determine how the superseded data were derived.
 PW0541
 PW0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK8246601864(NAD 83)
 PW0541_MARKER: DS = TRIANGULATION STATION DISK
 PW0541_SETTING: 66 = SET IN ROCK OUTCROP
 PW0541
 PW0541  HISTORY     - Date     Condition        Report By
 PW0541  HISTORY     - 1957     MONUMENTED       CGS
 PW0541
 PW0541                          STATION DESCRIPTION
 PW0541
 PW0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0541'STATION IS ABOUT 5-3/4 MILES WEST AND 3/4 MILE SOUTH OF HYATTVILLE,
 PW0541'12 MILES EAST AND 2 MILES SOUTH OF MANDERSON AND 2 MILES NORTH
 PW0541'OF NOWOOD CREEK, ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 PW0541'
 PW0541'REACHED FROM THE CROSSROADS EAST OF THE RAILROAD DEPOT IN
 PW0541'MANDERSON, GO EASTERLY ON A PAVED ROAD TOWARD HYATTVILLE FOR
 PW0541'4.95 MILE TO A BRIDGE SPANNING NOWOOD CREEK, CROSS THE BRIDGE
 PW0541'AND CONTINUE EASTERLY ON THE PAVED ROAD FOR 8.0 MILES TO ANOTHER
 PW0541'BRIDGE SPANNING NOWOOD CREEK, CONTINUE EASTERLY FOR 0.55 MILE
 PW0541'TO A GATE AND A CATTLE GUARD ON THE LEFT, TURN LEFT, CROSS THE
 PW0541'CATTLE GUARD AND FOLLOW A TRACK ROAD FOR 1.45 MILE (NORTH)
 PW0541'TO A FORK, BEAR LEFT AND CONTINUE NORTHERLY FOR 0.75 MILE TO A
 PW0541'FORK AT THE TOP OF THE RIDGE, BEAR RIGHT AND GO EASTERLY FOR
 PW0541'0.1 MILE TO THE AZIMUTH MARK.  FROM THIS POINT SELECT WAY
 PW0541'THROUGH ROCKS (SOUTHEASTERLY) FOR 0.15 MILE TO THE HIGHEST POINT
 PW0541'AND THE STATION.
 PW0541'
 PW0541'STATION MARK IS A STANDARD DISK, STAMPED HAP 1957, CEMENTED IN A
 PW0541'DRILL HOLE IN ROCK OUTCROP PROJECTING 6 INCHES.  A 4 IN X 4 IN
 PW0541'WHITE WITNESS POST WAS SET 5 FEET SOUTH-SOUTHEAST OF THE MARK.
 PW0541'
 PW0541'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAP NO 1 1957,
 PW0541'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 3 FEET
 PW0541'TO THE NORTH AND 1 FOOT TO THE SOUTH.
 PW0541'
 PW0541'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAP NO 2 1957,
 PW0541'CEMENTED IN A DRILL HOLE IN A 4 FT X 4 FT ROCK OUTCROP THAT
 PW0541'PROJECTS 2 FEET.
 PW0541'
 PW0541'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAP 1957, CEMENTED
 PW0541'IN A DRILL HOLE AT THE EAST END OF A LARGE MASS OF ROCK OUTCROP
 PW0541'THAT PROJECTS 2 FEET.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 PW0541'SET 3 FEET SOUTH-SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0190 ***********************************************************************
 NS0190  DESIGNATION -  HAPPY
 NS0190  PID         -  NS0190
 NS0190  STATE/COUNTY-  WY/FREMONT
 NS0190  USGS QUAD   -  HAPPY SPRING (1953)
 NS0190
 NS0190                         *CURRENT SURVEY CONTROL
 NS0190  ___________________________________________________________________
 NS0190* NAD 83(1993)-  42 23 54.62086(N)    108 08 04.63273(W)     ADJUSTED  
 NS0190* NAVD 88     -      2258.3    (meters)    7409.     (feet)  VERTCON   
 NS0190  ___________________________________________________________________
 NS0190  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 NS0190  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NS0190
 NS0190  HORZ ORDER  -  THIRD
 NS0190
 NS0190.The horizontal coordinates were established by classical geodetic methods
 NS0190.and adjusted by the National Geodetic Survey in January 1997..
 NS0190
 NS0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0190
 NS0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0190
 NS0190.The geoid height was determined by GEOID03.
 NS0190
 NS0190;                    North         East     Units Scale Factor Converg.
 NS0190;SPC WYWC     -   211,023.293   650,662.262   MT  0.99996907   +0 24 53.8
 NS0190;UTM  12      - 4,698,001.322   735,826.646   MT  1.00028432   +1 55 58.7
 NS0190
 NS0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0190!SPC WYWC     -   0.99964800  x   0.99996907  =   0.99961708
 NS0190!UTM  12      -   0.99964800  x   1.00028432  =   0.99993222
 NS0190
 NS0190:                Primary Azimuth Mark                     Grid Az
 NS0190:SPC WYWC     -  ICE                                      332 49 28.4
 NS0190:UTM  12      -  ICE                                      331 18 23.5
 NS0190
 NS0190|---------------------------------------------------------------------|
 NS0190| PID    Reference Object                     Distance      Geod. Az  |
 NS0190|                                                           dddmmss.s |
 NS0190| NS0191 ICE                                 APPROX. 4.4 KM 3331422.2 |
 NS0190|---------------------------------------------------------------------|
 NS0190
 NS0190                          SUPERSEDED SURVEY CONTROL
 NS0190
 NS0190  NAD 83(1986)-  42 23 54.60643(N)    108 08 04.63221(W) AD(       ) 3
 NS0190  NAD 27      -  42 23 54.76117(N)    108 08 02.29584(W) AD(       ) 3
 NS0190  NGVD 29 (07/19/86) 2257.1    (m)         7405.     (f) VERT ANG       
 NS0190
 NS0190.Superseded values are not recommended for survey control.
 NS0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0190.See file dsdata.txt to determine how the superseded data were derived.
 NS0190
 NS0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM3582798001(NAD 83)
 NS0190_MARKER: DD = SURVEY DISK
 NS0190_SETTING: 0 = UNSPECIFIED SETTING
 NS0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0190
 NS0190  HISTORY     - Date     Condition        Report By
 NS0190  HISTORY     - 1948     MONUMENTED       USGS
 NS0190
 NS0190                          STATION DESCRIPTION
 NS0190
 NS0190'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NS0190'STATION LOCATED ABOUT 10 MI. SE. OF BRIDGE OVER SWEETWATER RIVER. ON
 NS0190'U.S.HIGHWAY 287,AND 2 MI.N.OF GIRRARDS SHEARING PENS ON ALKALI CREEK,
 NS0190'IN THE SW. 1/4 OF SEC. 14,T.28 N.,R.95 W.
 NS0190'
 NS0190'THE STATION IS BEST REACHED FROM A JUNCTION POINT OF THE SWEETWATER
 NS0190'RIVER AND U.S.HIGHWAY 287 LOCATED ABOUT 43 MI.E.OF LANDER, WYOMING,
 NS0190'AT A POINT KNOWN LOCALLY AS SWEETWATER STATION.  FROM THE BRIDGE OVER
 NS0190'THE SWEETWATER RIVER,PROCEED E. ON HIGHWAY 287 0.3 MI.TO DIRT RD. S.
 NS0190'KNOWN AS BISON BASIN RD., TURN RIGHT AND S. ON BISON BASIN RD. 10.2
 NS0190'MI. TO T-RD., TURN LEFT AND NE. 5.2 MI. STATION LIES 105.0 FT. W. OF
 NS0190'RD.
 NS0190'
 NS0190'STATION MARK - STANDARD TABLET STAMPED ---HAPPY 1948---. SET IN A
 NS0190'CONCRETE POST PROJECTING 4 IN. ABOVE GROUND.
 NS0190'
 NS0190'REFERENCE MARK NO.1 - A 1/2 IN. IRON PIPE DRIVEN INTO THE GROUND
 NS0190'PROJECTING 5 IN. ABOVE GROUND, 69.64 FT. FROM STATION,
 NS0190'N 30 DEG 47 MIN E.
 NS0190'
 NS0190'REFERENCE MARK NO.2 A 1/2 IN. IRON PIPE DRIVEN INTO THE GROUND
 NS0190'PROJECTING 6 IN. ABOVE THE GROUND, 32.20 FT. FROM STATION,
 NS0190'S 55 DEG 29 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0564 ***********************************************************************
 PV0564  DESIGNATION -  HARDIN
 PV0564  PID         -  PV0564
 PV0564  STATE/COUNTY-  WY/CAMPBELL
 PV0564  USGS QUAD   -  BOGIE DRAW (1971)
 PV0564
 PV0564                         *CURRENT SURVEY CONTROL
 PV0564  ___________________________________________________________________
 PV0564* NAD 83(1993)-  44 00 41.55464(N)    105 56 20.17448(W)     ADJUSTED  
 PV0564* NAVD 88     -      1516.1    (meters)    4974.     (feet)  VERTCON   
 PV0564  ___________________________________________________________________
 PV0564  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 PV0564  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 PV0564
 PV0564  HORZ ORDER  -  THIRD
 PV0564  VERT ORDER  -  THIRD ? (See Below)
 PV0564
 PV0564.The horizontal coordinates were established by classical geodetic methods
 PV0564.and adjusted by the National Geodetic Survey in January 1997..
 PV0564
 PV0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0564.The vertical order pertains to the NGVD 29 superseded value.
 PV0564
 PV0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0564
 PV0564.The geoid height was determined by GEOID03.
 PV0564
 PV0564;                    North         East     Units Scale Factor Converg.
 PV0564;SPC WY E     -   390,321.779   138,074.921   MT  0.99998465   -0 32 11.7
 PV0564;SPC WYEC     -   490,977.222   511,810.919   MT  1.00009121   +0 58 08.2
 PV0564;UTM  13      - 4,873,583.395   424,736.007   MT  0.99966967   -0 39 08.7
 PV0564
 PV0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0564!SPC WY E     -   0.99976460  x   0.99998465  =   0.99974925
 PV0564!SPC WYEC     -   0.99976460  x   1.00009121  =   0.99985579
 PV0564!UTM  13      -   0.99976460  x   0.99966967  =   0.99943434
 PV0564
 PV0564:                Primary Azimuth Mark                     Grid Az
 PV0564:SPC WY E     -  COOPER                                   214 32 33.7
 PV0564:SPC WYEC     -  COOPER                                   213 02 13.8
 PV0564:UTM  13      -  COOPER                                   214 39 30.7
 PV0564
 PV0564|---------------------------------------------------------------------|
 PV0564| PID    Reference Object                     Distance      Geod. Az  |
 PV0564|                                                           dddmmss.s |
 PV0564| OV0321 COOPER                              APPROX.14.0 KM 2140022.0 |
 PV0564|---------------------------------------------------------------------|
 PV0564
 PV0564                          SUPERSEDED SURVEY CONTROL
 PV0564
 PV0564  NAD 83(1986)-  44 00 41.53456(N)    105 56 20.14853(W) AD(       ) 3
 PV0564  NAD 27      -  44 00 41.62214(N)    105 56 18.11892(W) AD(       ) 3
 PV0564  NGVD 29 (07/19/86) 1515.4    (m)         4972.     (f) LEVELING    3  
 PV0564
 PV0564.Superseded values are not recommended for survey control.
 PV0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0564.See file dsdata.txt to determine how the superseded data were derived.
 PV0564
 PV0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ2473673583(NAD 83)
 PV0564
 PV0564  HISTORY     - Date     Condition        Report By
 PV0564  HISTORY     - UNK      MONUMENTED
 PV0564  HISTORY     - 1955     GOOD             USGS
 PV0564
 PV0564                          STATION DESCRIPTION
 PV0564
 PV0564'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (IJB)
 PV0564'STATION IS LOCATED ON PROMINENT HILL, APPROXIMATELY 500 FT. S. OF
 PV0564'COUNTY RD.
 PV0564'
 PV0564'TO REACH FROM SAVAGETON, GO 0.1 MI. S. ALONG STATE SECONDARY 109 TO
 PV0564'COUNTY RD. W., TURN RIGHT FOR 1.3 MI. TO Y-FORK, TAKE RIGHT FORK
 PV0564'NW. FOR 4.6 MI. TO T-RD., TURN RIGHT ON GRADED RD. FOR 5.0 MI. TO
 PV0564'T-RD. W., TURN LEFT FOR 9.7 MI. TO T-RD. S., TURN LEFT UP RIDGE TO
 PV0564'TOP OF HILL AND STATION.
 PV0564'
 PV0564'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 PV0564'
 PV0564'STATION MARK--STANDARD USGS BRONZE TABLET, IN CONCRETE POST, STAMPED
 PV0564'---HARDIN 1952---.
 PV0564'
 PV0564'REFERENCE MARK NO. 1--STANDARD REFERENCE DISK, IN ROCK OUTCROP,
 PV0564'STAMPED ---HARDIN NO. 1 1952---, 62.05 FT. DISTANT,
 PV0564'S 18 DEG 12 MIN E.
 PV0564'
 PV0564'REFERENCE MARK NO. 2--IRON ROD, DRIVEN IN GROUND, 40.00 FT. DISTANT,
 PV0564'N 26 DEG 35 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1150 ***********************************************************************
 MO1150  DESIGNATION -  HARDING
 MO1150  PID         -  MO1150
 MO1150  STATE/COUNTY-  WY/LARAMIE
 MO1150  USGS QUAD   -  CATTAIL RANCH (1990)
 MO1150
 MO1150                         *CURRENT SURVEY CONTROL
 MO1150  ___________________________________________________________________
 MO1150* NAD 83(1993)-  41 30 27.68735(N)    104 32 43.31606(W)     ADJUSTED  
 MO1150* NAVD 88     -      1672.     (meters)    5486.     (feet)  SCALED    
 MO1150  ___________________________________________________________________
 MO1150  LAPLACE CORR-          -7.91  (seconds)                    DEFLEC99
 MO1150  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 MO1150
 MO1150  HORZ ORDER  -  SECOND
 MO1150
 MO1150.The horizontal coordinates were established by classical geodetic methods
 MO1150.and adjusted by the National Geodetic Survey in January 1997..
 MO1150
 MO1150.The orthometric height was scaled from a topographic map.
 MO1150
 MO1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1150
 MO1150.The geoid height was determined by GEOID03.
 MO1150
 MO1150;                    North         East     Units Scale Factor Converg.
 MO1150;SPC WY E     -   112,087.472   251,867.007   MT  0.99997059   +0 24 42.3
 MO1150;UTM  13      - 4,595,217.822   537,940.608   MT  0.99961771   +0 18 04.7
 MO1150
 MO1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1150!SPC WY E     -   0.99974044  x   0.99997059  =   0.99971104
 MO1150!UTM  13      -   0.99974044  x   0.99961771  =   0.99935825
 MO1150
 MO1150|---------------------------------------------------------------------|
 MO1150| PID    Reference Object                     Distance      Geod. Az  |
 MO1150|                                                           dddmmss.s |
 MO1150| CQ3888 HARDING RM 1                         10.426 METERS 08723     |
 MO1150| CQ3889 HARDING RM 2                         10.098 METERS 19622     |
 MO1150| CQ3887 HARDING AZ MK                                      2132340.2 |
 MO1150|---------------------------------------------------------------------|
 MO1150
 MO1150                          SUPERSEDED SURVEY CONTROL
 MO1150
 MO1150  NAD 83(1986)-  41 30 27.67240(N)    104 32 43.31565(W) AD(       ) 2
 MO1150  NAD 27      -  41 30 27.75520(N)    104 32 41.44900(W) AD(       ) 2
 MO1150
 MO1150.Superseded values are not recommended for survey control.
 MO1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1150.See file dsdata.txt to determine how the superseded data were derived.
 MO1150
 MO1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF3794195218(NAD 83)
 MO1150_MARKER: DS = TRIANGULATION STATION DISK
 MO1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1150
 MO1150  HISTORY     - Date     Condition        Report By
 MO1150  HISTORY     - 1959     MONUMENTED       CGS
 MO1150  HISTORY     - 1963     GOOD             CGS
 MO1150
 MO1150                          STATION DESCRIPTION
 MO1150
 MO1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1150'THE STATION IS ABOUT 27 MILES NORTH-NORTHEAST OF CHEYENNE, ABOUT
 MO1150'21 MILES NORTH-NORTHWEST OF HILLSDALE AND ABOUT 24 MILES
 MO1150'WEST-NORTHWEST OF ALBIN.
 MO1150'
 MO1150'TO REACH THE STATION FROM THE CAPITOL BUILDING IN CHEYENNE, GO
 MO1150'NORTH ON CAREY STREET 0.1 MILE TO THE INTERSECTION OF RANDALL
 MO1150'AVENUE.  TURN LEFT ON RANDALL AVENUE AND GO 0.85 MILES TO THE
 MO1150'APPROACH OF INTERSTATE HIGHWAY 25.  ENTER ONTO HIGHWAY 25 AND GO
 MO1150'NORTHERLY FOR 5.4 MILES TO THE INTERSECTION OF U.S. HIGHWAY
 MO1150'NOS. 85 AND 87.  TURN RIGHT AND GO EASTERLY ON HIGHWAY 85
 MO1150'FOR 9.4 MILES TO A GRAVELED SIDE ROAD LEFT (J D ROAD).  TURN
 MO1150'LEFT, NORTHERLY AND GO 2.2 MILES TO A SIDE ROAD RIGHT.  TURN
 MO1150'RIGHT AND GO 3.9 MILES TO A Y-INTERSECTION.  BEAR RIGHT AND
 MO1150'GO 5.95 MILES TO A Y-INTERSECTION.  BEAR RIGHT FOR 1.0 MILE
 MO1150'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 3.9 MILES TO A
 MO1150'WIRE GATE, RANCH BUILDINGS ON THE RIGHT AND THE AZIMUTH MARK
 MO1150'ON THE LEFT.  PASS THROUGH THE GATE AND CROSS THE GULCH TO THE
 MO1150'TOP OF THE HILL FOR 0.7 MILE TO A DIM ROAD RIGHT.  TURN RIGHT
 MO1150'AND GO 0.15 MILE TO A WELL DEFINED ROAD.  TURN RIGHT AND
 MO1150'GO 0.3 MILE.  HERE TURN RIGHT 90 DEGREES AND GO 0.1 MILE TO
 MO1150'THE EDGE OF THE GULCH AND THE STATION.
 MO1150'
 MO1150'THE STATION IS 334 FEET SOUTH OF THE CENTER OF THE ROAD AND
 MO1150'49 FEET NORTH OF THE EDGE OF THE GULCH.  THE MONUMENT IS FLUSH
 MO1150'AND THE DISK IS STAMPED HARDING 1959.
 MO1150'
 MO1150'REFERENCE MARK 1 IS 63 FEET NORTH OF THE EDGE OF THE BLUFF
 MO1150'AND 334 FEET SOUTH OF THE CENTER OF THE ROAD.  THE MONUMENT
 MO1150'PROJECTS 2 INCHES AND THE DISK IS STAMPED HARDING NO 1 1959.
 MO1150'
 MO1150'REFERENCE MARK 2 IS 17 FEET NORTH OF THE GULCH AND 366 FEET
 MO1150'SOUTH OF THE CENTER OF THE ROAD.  THE MONUMENT PROJECTS 3 INCHES
 MO1150'AND THE DISK IS STAMPED HARDING NO 2 1959.
 MO1150'
 MO1150'THE AZIMUTH MARK IS 72 FEET SOUTHWEST OF THE CENTER OF THE
 MO1150'GATE, 67 FEET WEST OF THE INTERSECTION OF THE DRIVEWAY TO THE
 MO1150'FARM BUILDINGS AND THE GRAVELED ROAD, 188 FEET SOUTHWEST OF THE
 MO1150'SOUTH CORNER OF A BARN AND SET IN THE FENCELINE OF AN EAST-WEST
 MO1150'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MO1150'HARDING 1959.
 MO1150'
 MO1150'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MO1150
 MO1150                          STATION RECOVERY (1963)
 MO1150
 MO1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1150'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND THE DISTANCES
 MO1150'AND DIRECTIONS WERE VERIFIED.
 MO1150'
 MO1150'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MO1150'
 MO1150'THE STATION IS 23 MILES WEST AND 6-1/4 MILES NORTH OF ALBIN,
 MO1150'9 MILES NORTH OF U.S. HIGHWAY 85, IN THE SOUTHEAST QUARTER OF
 MO1150'SECTION 21, R 64 W, T 18 N, AND ON PROPERTY OWNED BY THE
 MO1150'HARDING-KIRKBRIDE RANCH.
 MO1150'
 MO1150'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, GO WEST
 MO1150'ON SECONDARY ROAD 1105 FOR 16.0 MILES TO THE INTERSECTION
 MO1150'WITH U.S. HIGHWAY 85.  TURN LEFT AND GO SOUTHWEST ON HIGHWAY 85
 MO1150'FOR 2.95 MILES TO A CROSSROAD, APPROXIMATELY 0.1 MILE NORTHEAST
 MO1150'OF THE MIDWAY SERVICE STATION AND STORE.  TURN RIGHT AND GO
 MO1150'NORTH ON A GRAVEL ROAD FOR 2.15 MILES TO A CATTLE GUARD.  CROSS
 MO1150'THE CATTLE GUARD, BEAR RIGHT, AND CONTINUE NORTHERLY ON THE
 MO1150'GRAVEL ROAD FOR 5.15 MILES TO A CATTLE GUARD ON THE RIGHT,
 MO1150'A TRACK ROAD ON THE LEFT, AND A WINDMILL AND WATER TANK
 MO1150'STRAIGHT AHEAD.  TURN LEFT AND GO WEST ON A TRACK ROAD FOR 2.0
 MO1150'MILES TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE WEST
 MO1150'ON THE TRACK ROAD FOR 0.95 MILE TO ANOTHER WIRE GATE
 MO1150'WHICH IS 0.35 MILE WEST OF A GROUP OF FARM BUILDINGS.
 MO1150'PASS THROUGH THE GATE AND CONTINUE WEST ON THE TRACK
 MO1150'ROAD FOR 1.85 MILES TO A POINT APPROXIMATELY 0.4 MILE
 MO1150'EAST OF A GRAVEL ROAD.  FROM HERE TURN LEFT AND GO SOUTH ACROSS
 MO1150'RANGE LAND FOR 0.1 MILE TO THE STATION, 52.5 FEET NORTH OF
 MO1150'THE SOUTH EDGE OF THE BLUFF.
 MO1150'
 MO1150'STATION MARK IS A STANDARD DISK STAMPED HARDING 1959 AND IS
 MO1150'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 335
 MO1150'FEET SOUTH OF THE CENTER OF THE TRACK ROAD.  THE UNDERGROUND
 MO1150'DISK WAS NOT INSPECTED.
 MO1150'
 MO1150'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARDING NO 1
 MO1150'1959, IS SET IN A SQUARE POST WHICH PROJECTS 2 INCHES.  IT IS
 MO1150'AT THE SAME ELEVATION AS THE STATION.
 MO1150'
 MO1150'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARDING NO 2 1959,
 MO1150'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO1150'IT IS 21 FEET NORTH OF THE SOUTH EDGE OF THE BLUFF, AND AT
 MO1150'THE SAME ELEVATION AS THE STATION.
 MO1150'
 MO1150'AZIMUTH MARK, A STANDARD DISK STAMPED HARDING 1959, IS SET
 MO1150'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MO1150'IT IS 71.5 FEET WEST OF THE CENTER OF THE CATTLE GUARD, 54.5
 MO1150'FEET SOUTHEAST OF A TELEPHONE POLE, 12 FEET WEST OF THE CENTER
 MO1150'OF A WIRE GATE, AND 0.5 FOOT SOUTH OF A FENCE.
 MO1150'
 MO1150'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 MO1150'TRACK ROAD FOR 0.45 MILE TO A GRAVEL ROAD.  TURN LEFT AND GO
 MO1150'SOUTH, WEST, AND SOUTH ON THE GRAVEL ROAD FOR 0.65 MILE TO A
 MO1150'CATTLE GUARD, A GROUP OF FARM BUILDINGS ON THE LEFT, AND THE
 MO1150'AZIMUTH MARK ON THE RIGHT.
 MO1150'
 MO1150'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0952 ***********************************************************************
 PY0952  CBN         -  This is a Cooperative Base Network Control Station.
 PY0952  DESIGNATION -  HARLEQUIN
 PY0952  PID         -  PY0952
 PY0952  STATE/COUNTY-  WY/TETON
 PY0952  USGS QUAD   -  MOUNT JACKSON (1986)
 PY0952
 PY0952                         *CURRENT SURVEY CONTROL
 PY0952  ___________________________________________________________________
 PY0952* NAD 83(1993)-  44 38 22.65608(N)    110 53 19.16749(W)     ADJUSTED  
 PY0952* NAVD 88     -      2072.635  (meters)    6799.97   (feet)  ADJUSTED  
 PY0952  ___________________________________________________________________
 PY0952  X           -  -1,621,349.467 (meters)                     COMP
 PY0952  Y           -  -4,248,417.936 (meters)                     COMP
 PY0952  Z           -   4,460,391.704 (meters)                     COMP
 PY0952  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 PY0952  ELLIP HEIGHT-        2063.82  (meters)          (09/07/01) GPS OBS
 PY0952  GEOID HEIGHT-          -8.80  (meters)                     GEOID03
 PY0952  DYNAMIC HT  -        2071.409 (meters)    6795.95  (feet)  COMP
 PY0952  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 PY0952
 PY0952  HORZ ORDER  -  B
 PY0952  VERT ORDER  -  FIRST     CLASS II
 PY0952  ELLP ORDER  -  FOURTH    CLASS I
 PY0952
 PY0952.The horizontal coordinates were established by GPS observations
 PY0952.and adjusted by the National Geodetic Survey in May 1992..
 PY0952
 PY0952.The orthometric height was determined by differential leveling
 PY0952.and adjusted by the National Geodetic Survey in June 1991..
 PY0952
 PY0952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0952
 PY0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0952
 PY0952.The ellipsoidal height was determined by GPS observations
 PY0952.and is referenced to NAD 83.
 PY0952
 PY0952.The geoid height was determined by GEOID03.
 PY0952
 PY0952.The dynamic height is computed by dividing the NAVD 88
 PY0952.geopotential number by the normal gravity value computed on the
 PY0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0952.degrees latitude (g = 980.6199 gals.).
 PY0952
 PY0952.The modeled gravity was interpolated from observed gravity values.
 PY0952
 PY0952;                    North         East     Units Scale Factor Converg.
 PY0952;SPC WY W     -   560,134.731   736,109.920   MT  0.99998768   -0 33 57.2
 PY0952;UTM  12      - 4,942,924.790   508,830.316   MT  0.99960096   +0 04 41.6
 PY0952
 PY0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0952!SPC WY W     -   0.99967651  x   0.99998768  =   0.99966420
 PY0952!UTM  12      -   0.99967651  x   0.99960096  =   0.99927760
 PY0952
 PY0952                          SUPERSEDED SURVEY CONTROL
 PY0952
 PY0952  ELLIP H (05/15/92) 2063.90   (m)                       GP(       ) 4 2
 PY0952  NAD 83(1993)-  44 38 22.64649(N)    110 53 19.15208(W) AD(       ) 1
 PY0952  NAVD 88 (05/28/92) 2072.63   (m)         6800.0    (f) LEVELING    3  
 PY0952  NGVD 29 (08/20/92) 2071.350  (m)         6795.75   (f) ADJUSTED    1 2
 PY0952
 PY0952.Superseded values are not recommended for survey control.
 PY0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0952.See file dsdata.txt to determine how the superseded data were derived.
 PY0952
 PY0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ0883042925(NAD 83)
 PY0952_MARKER: DS = TRIANGULATION STATION DISK
 PY0952_SETTING: 80 = SET IN A BOULDER
 PY0952_SP_SET: BOULDER
 PY0952_STAMPING: HARLEQUIN 1987
 PY0952_MARK LOGO: NGS   
 PY0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0952+STABILITY: SURFACE MOTION
 PY0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0952+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0952
 PY0952  HISTORY     - Date     Condition        Report By
 PY0952  HISTORY     - 1987     MONUMENTED       NGS
 PY0952  HISTORY     - 1987     GOOD             NGS
 PY0952
 PY0952                          STATION DESCRIPTION
 PY0952
 PY0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0952'THE STATION IS LOCATED IN YELLOWSTONE NATIONAL PARK, 16.9 KM (10.5
 PY0952'MI) EAST OF WEST YELLOWSTONE MT, 2.4 KM (1.5 MI) WEST OF MADISON
 PY0952'JUNCTION, AT A ROADSIDE PARKING AREA AT THE MADISON PLATEAU SIGN,
 PY0952'ON A SLOPING BENCH BETWEEN THE PARKING AREA AND THE MADISON RIVER.
 PY0952'OWNERSHIP--NATIONAL PARK SERVICE, JOHN VARLEY, YELLOWSTONE PARK WY,
 PY0952'PHONE 307-344-7381 EXTENSION 2248.
 PY0952'
 PY0952'TO REACH THE STATION FROM THE WEST ENTRANCE TO YELLOWSTONE NATIONAL
 PY0952'PARK NEAR WEST YELLOWSTONE MT, GO EAST FOR 11.8 KM (7.35 MI) ON THE
 PY0952'PARK ROAD TO THE EAST END OF THE BRIDGE OVER THE MADISON RIVER.
 PY0952'CONTINUE AHEAD FOR 7.2 KM (4.5 MI) TO THE WEST ENTRANCE TO A
 PY0952'PARKING AREA.  BEAR RIGHT INTO PARKING AREA FOR 0.2 KM (0.1 MI) TO
 PY0952'THE STATION ON THE RIGHT.
 PY0952'
 PY0952'THE STATION IS A STANDARD NGS DISK
 PY0952'STAMPED---HARLEQUIN 1987---,
 PY0952'SET INTO A DRILL HOLE IN A 0.4-METER IRREGULAR BOULDER PROJECTING 2
 PY0952'CM ABOVE GROUND.  LOCATED
 PY0952'27.6 METERS (90.5 FT) SOUTHEAST FROM A METAL POST SUPPORTING A TRASH
 PY0952'CAN,
 PY0952'24.8 METERS (81.4 FT) SOUTH-SOUTHEAST FROM THE PAVEMENT EDGE,
 PY0952'23.5 METERS (77.1 FT) NORTH FROM THE CENTER OF A BUFFALO WALLOW,
 PY0952'20.4 METERS (67.0 FT) SOUTH-SOUTHEAST FROM THE MADISON PLATEAU WOOD
 PY0952'SIGN, ABOUT 100 METERS (328 FT) SOUTHEAST FROM THE PARK ROAD,
 PY0952'1.5 METERS LOWER THAN THE PARKING AREA AND IN THE APPROXIMATE CENTER
 PY0952'OF THE LARGE TRIANGULAR-SHAPED BENCH.
 PY0952'
 PY0952'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY0952'
 PY0952'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0952'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0952'
 PY0952'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0952'
 PY0952'DESCRIBED BY G.R. HEID.
 PY0952
 PY0952                          STATION RECOVERY (1987)
 PY0952
 PY0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0952'19.2 KM (11.95 MI) EAST FROM WEST YELLOWSTONE.
 PY0952'19.2 KM (11.95 MI) EASTERLY ALONG THE WEST ENTRANCE ROAD FROM THE
 PY0952'MUSEUM OF THE YELLOWSTONE IN WEST YELLOWSTONE, IN A SMALL BOULDER
 PY0952'NEAR THE CENTER OF A TRIANGLE SHAPED BENCH OVERLOOKING THE MADISON
 PY0952'PLATEAU, 98.2 M (322.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PY0952'24.8 M (81.4 FT) SOUTH OF THE SOUTH EDGE OF A PAVED PARKING AREA, AND
 PY0952'20.4 M (66.9 FT) SOUTHEAST OF A MADISON PLATEAU SIGN.
 PY0952'THE MARK IS 1.5 M BELOW THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0529 ***********************************************************************
 NR0529  DESIGNATION -  HAROLD
 NR0529  PID         -  NR0529
 NR0529  STATE/COUNTY-  WY/NATRONA
 NR0529  USGS QUAD   -  ALCOVA (1984)
 NR0529
 NR0529                         *CURRENT SURVEY CONTROL
 NR0529  ___________________________________________________________________
 NR0529* NAD 83(1993)-  42 31 03.86182(N)    106 40 52.45373(W)     ADJUSTED  
 NR0529* NAVD 88     -      1970.8    (meters)    6466.     (feet)  VERTCON   
 NR0529  ___________________________________________________________________
 NR0529  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 NR0529  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 NR0529
 NR0529  HORZ ORDER  -  THIRD
 NR0529
 NR0529.The horizontal coordinates were established by classical geodetic methods
 NR0529.and adjusted by the National Geodetic Survey in January 1997..
 NR0529
 NR0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0529
 NR0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0529
 NR0529.The geoid height was determined by GEOID03.
 NR0529
 NR0529;                    North         East     Units Scale Factor Converg.
 NR0529;SPC WYEC     -   324,289.817   453,583.261   MT  0.99997281   +0 26 26.6
 NR0529;UTM  13      - 4,708,632.385   361,896.549   MT  0.99983466   -1 08 11.0
 NR0529
 NR0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0529!SPC WYEC     -   0.99969298  x   0.99997281  =   0.99966580
 NR0529!UTM  13      -   0.99969298  x   0.99983466  =   0.99952769
 NR0529
 NR0529:                Primary Azimuth Mark                     Grid Az
 NR0529:SPC WYEC     -  HANSEN                                   230 50 13.8
 NR0529:UTM  13      -  HANSEN                                   232 24 51.4
 NR0529
 NR0529|---------------------------------------------------------------------|
 NR0529| PID    Reference Object                     Distance      Geod. Az  |
 NR0529|                                                           dddmmss.s |
 NR0529| NR0528 HANSEN                              APPROX. 7.2 KM 2311640.4 |
 NR0529|---------------------------------------------------------------------|
 NR0529
 NR0529                          SUPERSEDED SURVEY CONTROL
 NR0529
 NR0529  NAD 83(1986)-  42 31 03.84699(N)    106 40 52.43781(W) AD(       ) 3
 NR0529  NGVD 29 (09/08/93) 1969.8    (m)         6463.     (f) VERT ANG       
 NR0529
 NR0529.Superseded values are not recommended for survey control.
 NR0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0529.See file dsdata.txt to determine how the superseded data were derived.
 NR0529
 NR0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6189708632(NAD 83)
 NR0529_MARKER: DS = TRIANGULATION STATION DISK
 NR0529_SETTING: 0 = UNSPECIFIED SETTING
 NR0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0529
 NR0529  HISTORY     - Date     Condition        Report By
 NR0529  HISTORY     - 1948     MONUMENTED       USGS
 NR0529
 NR0529                          STATION DESCRIPTION
 NR0529
 NR0529'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0529'LOCATED ABOUT 2.0 MI. SE. OF ALCOVA RESERVOIR, ALCOVA, WYOMING,
 NR0529'SEC. 33, T 30 N, R 82 W, ABOUT 60 MI. W. OF BOLTON RD.
 NR0529'
 NR0529'FROM ALCOVA, WYOMING POST OFFICE, GO E. ON BLACK TOP RD. 1.0 MI. TO
 NR0529'BRIDGE OVER NORTH PLATTE RIVER, CONTINUE 1.8 MI. TO BRIDGE, TURN LEFT
 NR0529'5.0 YDS. BEYOND BRIDGE THRU WIRE GATE AND FOLLOW RD. 0.9 MI. E. AND S.
 NR0529'TO CORRAL AND RESERVOIR, CONTINUE SE. ABOUT 0.3 MI. TO FORK, TAKE
 NR0529'RIGHT FORK 1.1 MI. S. TO FAINT FORK, TAKE LEFT FORK 1.1 MI. S. TO
 NR0529'FORK, TAKE RIGHT RD. 0.3 MI. S. TO FORK, TAKE LEFT RD. 1.1 MI. S. TO
 NR0529'FORK AT CREEK BOTTOM, TAKE LEFT RD. 0.1 MI. E. TO FORK, TAKE LEFT RD.
 NR0529'0.1 MI. TO FAINT CROSSROAD, CONTINUE STRAIGHT AHEAD 0.5 MI. SE. TO
 NR0529'WHERE RD. COMES IN FROM THE RIGHT, BEAR LEFT 0.1 MI. E. TO FAINT FORK,
 NR0529'TAKE LEFT RD. 1.8 MI. N. TO END OF RD. NEAR RIDGE TOP, GO 1.5 MI. NW.
 NR0529'CROSS COUNTRY ALONG RIDGE TOP CROSSING ONE DEEP DRAW TO FARTHEST HILL
 NR0529'AND STATION.
 NR0529'
 NR0529'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 NR0529'6 IN. ABOVE GROUND, AND STAMPED---HAROLD 1947 VABM 6447---.
 NR0529'
 NR0529'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN TOP OF
 NR0529'CONCRETE POST PROJECTING 6 IN., 34.4 FT. W. OF STATION MARK IN
 NR0529'TRUE AZIMUTH 73 DEGREES 23 MINUTES 13 SECONDS, STAMPED---HAROLD
 NR0529'NO. 1---.
 NR0529'
 NR0529'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN TOP OF
 NR0529'CONCRETE POST PROJECTING 6 IN., 37.7 FT. S. OF STATION MARK, STAMPED
 NR0529'---HAROLD NO. 2---, N 20 DEGREES 20 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0991 ***********************************************************************
 MO0991  DESIGNATION -  HARRIS
 MO0991  PID         -  MO0991
 MO0991  STATE/COUNTY-  WY/GOSHEN
 MO0991  USGS QUAD   -  ROBB DRAW (1990)
 MO0991
 MO0991                         *CURRENT SURVEY CONTROL
 MO0991  ___________________________________________________________________
 MO0991* NAD 83(1993)-  41 46 59.26198(N)    104 04 38.16963(W)     ADJUSTED  
 MO0991* NAVD 88     -      1340.     (meters)    4396.     (feet)  SCALED    
 MO0991  ___________________________________________________________________
 MO0991  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 MO0991  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 MO0991
 MO0991  HORZ ORDER  -  THIRD
 MO0991
 MO0991.The horizontal coordinates were established by classical geodetic methods
 MO0991.and adjusted by the National Geodetic Survey in January 1997..
 MO0991
 MO0991.The orthometric height was scaled from a topographic map.
 MO0991
 MO0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0991
 MO0991.The geoid height was determined by GEOID03.
 MO0991
 MO0991;                    North         East     Units Scale Factor Converg.
 MO0991;SPC WY E     -   143,064.707   290,558.179   MT  1.00003838   +0 43 33.3
 MO0991;SPC NE       -   224,465.553   161,287.887   MT  0.99967027   -2 42 07.2
 MO0991;UTM  13      - 4,626,109.092   576,677.664   MT  0.99967235   +0 36 53.5
 MO0991
 MO0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0991!SPC WY E     -   0.99979274  x   1.00003838  =   0.99983111
 MO0991!SPC NE       -   0.99979274  x   0.99967027  =   0.99946307
 MO0991!UTM  13      -   0.99979274  x   0.99967235  =   0.99946515
 MO0991
 MO0991|---------------------------------------------------------------------|
 MO0991| PID    Reference Object                     Distance      Geod. Az  |
 MO0991|                                                           dddmmss.s |
 MO0991| CQ3899 HARRIS RM 1                          15.400 METERS 09725     |
 MO0991| CQ3900 HARRIS RM 2                          12.455 METERS 26545     |
 MO0991| CQ3898 HARRIS AZ MK                                       2732637.2 |
 MO0991|---------------------------------------------------------------------|
 MO0991
 MO0991                          SUPERSEDED SURVEY CONTROL
 MO0991
 MO0991  NAD 83(1986)-  41 46 59.24995(N)    104 04 38.17439(W) AD(       ) 3
 MO0991  NAD 27      -  41 46 59.34920(N)    104 04 36.35350(W) AD(       ) 3
 MO0991
 MO0991.Superseded values are not recommended for survey control.
 MO0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0991.See file dsdata.txt to determine how the superseded data were derived.
 MO0991
 MO0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7667826109(NAD 83)
 MO0991_MARKER: DS = TRIANGULATION STATION DISK
 MO0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0991
 MO0991  HISTORY     - Date     Condition        Report By
 MO0991  HISTORY     - 1963     MONUMENTED       CGS
 MO0991
 MO0991                          STATION DESCRIPTION
 MO0991
 MO0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO0991'THE STATION IS 10 MILES EAST OF HAWK SPRINGS, 8 MILES NORTHEAST
 MO0991'OF HAWK SPRINGS RESERVOIR, IN THE SOUTHEAST QUARTER OF SECTION
 MO0991'16, T 21 N, R 60 W, AND ON PROPERTY LEASED BY MR. PAUL HARRIS.
 MO0991'
 MO0991'TO REACH THE STATION FROM THE POST OFFICE IN HAWK SPRINGS,
 MO0991'GO EAST ON A GRAVEL ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN
 MO0991'LEFT AND GO NORTH ON A GRAVEL ROAD FOR 0.05 MILE TO A SIDE ROAD
 MO0991'ON THE RIGHT.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR
 MO0991'8.9 MILES TO A GATE ON THE LEFT AND ONE ON THE RIGHT.  TURN
 MO0991'LEFT, PASS THROUGH THE GATE AND GO NORTH ON A FIELD TRACK ROAD
 MO0991'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT ALONG A
 MO0991'NORTH-SOUTH FENCE-LINE.  FROM THE GATE, CONTINUE EAST ON THE
 MO0991'GRAVEL ROAD FOR 0.45 MILE TO A SIDE ROAD ON THE RIGHT AND A
 MO0991'LARGE MAIL BOX ON THE LEFT.  CONTINUE EAST FOR 0.2 MILE TO
 MO0991'THE STATION ON THE LEFT AND IN A PASTURE.
 MO0991'
 MO0991'STATION MARKS ARE STANDARD DISKS STAMPED HARRIS 1963.  THE
 MO0991'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 MO0991'WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET NORTH OF THE
 MO0991'GRAVEL ROAD, 31 FEET WEST OF A TELEPHONE POLE, AND 5.5 FEET
 MO0991'NORTH OF A METAL WITNESS POST AND AN EAST-WEST FENCE.  THE
 MO0991'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 MO0991'INCHES BELOW THE SURFACE OF THE GROUND.
 MO0991'
 MO0991'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARRIS NO 1
 MO0991'1963, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 MO0991'THE SURFACE OF THE GROUND.  IT IS 41 FEET EAST OF THE METAL
 MO0991'WITNESS POST, 30 FEET NORTH OF THE GRAVEL ROAD, 10.5 FEET
 MO0991'SOUTHEAST OF THE TELEPHONE POLE, AND 1 FOOT NORTH OF THE FENCE.
 MO0991'
 MO0991'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARRIS NO 2
 MO0991'1963, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 MO0991'THE SURFACE OF THE GROUND.  IT IS 50.5 FEET WEST OF THE WITNESS
 MO0991'POST, 30 FEET NORTH OF THE GRAVEL ROAD, AND 1 FOOT NORTH OF
 MO0991'THE FENCE.
 MO0991'
 MO0991'AZIMUTH MARK, A STANDARD DISK STAMPED HARRIS 1963, IS SET IN
 MO0991'A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 MO0991'THE GROUND.  IT IS 25 FEET WEST OF A FIELD TRACK ROAD, 3 FEET
 MO0991'NORTHEAST OF A METAL WITNESS POST, AND 1 FOOT EAST OF A
 MO0991'NORTH-SOUTH FENCE.
 MO0991'
 MO0991'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2122 ***********************************************************************
 AA2122  FBN         -  This is a Federal Base Network Control Station.
 AA2122  DESIGNATION -  HART
 AA2122  PID         -  AA2122
 AA2122  STATE/COUNTY-  WY/FREMONT
 AA2122  USGS QUAD   -  LANDER (1978)
 AA2122
 AA2122                         *CURRENT SURVEY CONTROL
 AA2122  ___________________________________________________________________
 AA2122* NAD 83(1993)-  42 50 16.18628(N)    108 43 02.35604(W)     ADJUSTED  
 AA2122* NAVD 88     -      1639.0    (meters)    5377.     (feet)  GPS OBS   
 AA2122  ___________________________________________________________________
 AA2122  X           -  -1,503,546.312 (meters)                     COMP
 AA2122  Y           -  -4,437,618.284 (meters)                     COMP
 AA2122  Z           -   4,315,414.740 (meters)                     COMP
 AA2122  LAPLACE CORR-         -15.25  (seconds)                    DEFLEC99
 AA2122  ELLIP HEIGHT-        1626.95  (meters)          (02/28/01) GPS OBS
 AA2122  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 AA2122
 AA2122  HORZ ORDER  -  B
 AA2122  ELLP ORDER  -  SECOND    CLASS I
 AA2122
 AA2122.The horizontal coordinates were established by GPS observations
 AA2122.and adjusted by the National Geodetic Survey in October 1994..
 AA2122
 AA2122.The orthometric height was determined by GPS observations and a
 AA2122.high-resolution geoid model.
 AA2122
 AA2122.Photographs are available for this station.
 AA2122
 AA2122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2122
 AA2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2122
 AA2122.The ellipsoidal height was determined by GPS observations
 AA2122.and is referenced to NAD 83.
 AA2122
 AA2122.The geoid height was determined by GEOID03.
 AA2122
 AA2122;                    North         East     Units Scale Factor Converg.
 AA2122;SPC WYWC     -   259,639.716   602,671.497   MT  0.99993759   +0 01 20.0
 AA2122;UTM  12      - 4,745,333.663   686,549.764   MT  1.00002815   +1 33 09.0
 AA2122
 AA2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2122!SPC WYWC     -   0.99974492  x   0.99993759  =   0.99968252
 AA2122!UTM  12      -   0.99974492  x   1.00002815  =   0.99977306
 AA2122
 AA2122                          SUPERSEDED SURVEY CONTROL
 AA2122
 AA2122  ELLIP H (10/19/94) 1626.89   (m)                       GP(       ) 4 1
 AA2122
 AA2122.Superseded values are not recommended for survey control.
 AA2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2122.See file dsdata.txt to determine how the superseded data were derived.
 AA2122
 AA2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8655045334(NAD 83)
 AA2122_MARKER: DD = SURVEY DISK
 AA2122_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA2122_STAMPING: HART
 AA2122_MARK LOGO: WYDT  
 AA2122_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA2122+STABILITY: POSITION/ELEVATION WELL
 AA2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2122+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1999
 AA2122
 AA2122  HISTORY     - Date     Condition        Report By
 AA2122  HISTORY     - 1993     MONUMENTED       WYDT
 AA2122  HISTORY     - 19990714 GOOD             NGS
 AA2122
 AA2122                          STATION DESCRIPTION
 AA2122
 AA2122'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1993
 AA2122'NOTE--STATION IS AN OFFCENTER PUNCH MARK IN A TRIANGLE OVER THE LETTER
 AA2122'A IN HART. STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF LANDER, 1
 AA2122'KM (0.60 MI) SOUTHWEST OF THE WYOMING STATE TRAINING SCHOOL, ALONG
 AA2122'STATE HIGHWAY 789, ON THE SOUTHEASTERN RIGHT-OF-WAY, ADJACENT TO A
 AA2122'FIELD, IN THE NORTHEAST 1/4 OF SECTION 17, T 53 N, R 1 E.
 AA2122'OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 AA2122'JUNCTION OF US HIGHWAY 287 AND STATE HIGHWAY 789 ON THE EAST SIDE OF
 AA2122'LANDER, GO NORTHEAST ON HIGHWAY 789 FOR 0.94 KM (0.60 MI) TO THE
 AA2122'STATION ON THE RIGHT, 0.13 KM (0.10 MI) BEFORE REACHING A PAVED ROAD
 AA2122'RIGHT LEADING TO THE TRAINING SCHOOL. STATION MARK IS A PUNCH HOLE IN
 AA2122'AN OFFSET TRIANGLE ON A DISK ATTACHED TO A ROD IN A PIPE WITH LOGO CAP
 AA2122'SET IN CONCRETE PROJECTING 1 CM ABOVE GROUND.  IT IS 12.2 M (40.0 FT)
 AA2122'SOUTHEAST OF, AND 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY CURB, 0.8 M
 AA2122'(2.6 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN THE FENCELINE, 25 M
 AA2122'(82.0 FT) SOUTHEAST OF THE EXTENDED CENTER OF SHRINE CLUB ROAD ACROSS
 AA2122'THE HIGHWAY, AND 64.2 M (210.6 FT) SOUTHWEST OF THE CENTER OF A DOUBLE
 AA2122'PIPE GATE AT THE FIELD ENTRANCE. DESCRIBED BY G.R.HEID
 AA2122
 AA2122                          STATION RECOVERY (1999)
 AA2122
 AA2122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA2122'RECOVERED BY NATIONAL GEODETIC SURVEY.  RECOVERED IN GOOD CONDITION
 AA2122'AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1332 ***********************************************************************
 MO1332  DESIGNATION -  HARVEST
 MO1332  PID         -  MO1332
 MO1332  STATE/COUNTY-  WY/GOSHEN
 MO1332  USGS QUAD   -  NEEDLE ROCK (1990)
 MO1332
 MO1332                         *CURRENT SURVEY CONTROL
 MO1332  ___________________________________________________________________
 MO1332* NAD 83(1993)-  41 47 02.44279(N)    104 28 45.05661(W)     ADJUSTED  
 MO1332* NAVD 88     -      1597.22   (+/-2cm)    5240.2    (feet)  VERTCON   
 MO1332  ___________________________________________________________________
 MO1332  LAPLACE CORR-         -10.23  (seconds)                    DEFLEC99
 MO1332  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 MO1332
 MO1332  HORZ ORDER  -  THIRD
 MO1332  VERT ORDER  -  THIRD ? (See Below)
 MO1332
 MO1332.The horizontal coordinates were established by classical geodetic methods
 MO1332.and adjusted by the National Geodetic Survey in January 1997..
 MO1332
 MO1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1332.The vertical order pertains to the NGVD 29 superseded value.
 MO1332
 MO1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1332
 MO1332.The geoid height was determined by GEOID03.
 MO1332
 MO1332;                    North         East     Units Scale Factor Converg.
 MO1332;SPC WY E     -   142,817.616   257,147.388   MT  0.99997767   +0 27 29.2
 MO1332;UTM  13      - 4,625,926.833   543,278.496   MT  0.99962305   +0 20 49.3
 MO1332
 MO1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1332!SPC WY E     -   0.99975216  x   0.99997767  =   0.99972984
 MO1332!UTM  13      -   0.99975216  x   0.99962305  =   0.99937531
 MO1332
 MO1332:                Primary Azimuth Mark                     Grid Az
 MO1332:SPC WY E     -  WILKINS                                  201 08 43.8
 MO1332:UTM  13      -  WILKINS                                  201 15 23.7
 MO1332
 MO1332|---------------------------------------------------------------------|
 MO1332| PID    Reference Object                     Distance      Geod. Az  |
 MO1332|                                                           dddmmss.s |
 MO1332| MO1008 WILKINS                             APPROX. 4.3 KM 2013613.0 |
 MO1332|---------------------------------------------------------------------|
 MO1332
 MO1332                          SUPERSEDED SURVEY CONTROL
 MO1332
 MO1332  NAD 83(1986)-  41 47 02.40862(N)    104 28 45.06743(W) AD(       ) 3
 MO1332  NGVD 29 (09/11/89) 1596.39   (m)         5237.5    (f) LEVELING    3  
 MO1332
 MO1332.Superseded values are not recommended for survey control.
 MO1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1332.See file dsdata.txt to determine how the superseded data were derived.
 MO1332
 MO1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4327825927(NAD 83)
 MO1332_MARKER: DS = TRIANGULATION STATION DISK
 MO1332_SETTING: 0 = UNSPECIFIED SETTING
 MO1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1332
 MO1332  HISTORY     - Date     Condition        Report By
 MO1332  HISTORY     - 1947     MONUMENTED       USGS
 MO1332
 MO1332                          STATION DESCRIPTION
 MO1332
 MO1332'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1332'LOCATED 19 MI. E. OF CHUGWATER IN SEC. 18, T 21 N, R 63 W, ABOUT 0.6
 MO1332'MI. N. OF WINDMILL AND 0.2 MI. S. OF RIM OF GOSHEN HOLE.
 MO1332'
 MO1332'TO REACH FROM CHUGWATER, FROM THE RAILROAD STATION, GO E. 1.7 MI. TO
 MO1332'T-RD., TURN LEFT AND GO N. 0.3 MI., TURN RIGHT AND GO E. 15.0 MI. TO
 MO1332'RANCH HOUSE.  TURN LEFT AT RANCH AND GO 0.1 MI. TO GATE, TAKE RIGHT
 MO1332'RD. FORK AT GATE AND GO NE. 1.1 MI. TOWARD WINDMILL, GO THRU TWO GATES
 MO1332'AND CONTINUE NE. 0.9 MI. TO WINDMILL AND END OF RD., CONTINUE N.
 MO1332'ACROSS COUNTRY 0.6 MI. TO BARE HILL AND STATION.
 MO1332'
 MO1332'RECOVERED BY USGS, 1958.
 MO1332'
 MO1332'STATION MARK--STANDARD TABLET STAMPED---HARVEST 1947--- AND SET IN
 MO1332'A CONCRETE MONUMENT.
 MO1332'
 MO1332'REFERENCE MARK NO. 1--STANDARD TABLET SET IN A CONCRETE MONUMENT,
 MO1332'31.8 FT. FROM STATION N 09 DEGREES 11 MINUTES, SE.
 MO1332'
 MO1332'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN CONCRETE
 MO1332'MONUMENT, 29.8 FT. NE.  FROM STATION 75 DEGREES 13 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0743 ***********************************************************************
 MR0743  DESIGNATION -  HASSETT
 MR0743  PID         -  MR0743
 MR0743  STATE/COUNTY-  WY/LINCOLN
 MR0743  USGS QUAD   -  COW HOLLOW CREEK (1969)
 MR0743
 MR0743                         *CURRENT SURVEY CONTROL
 MR0743  ___________________________________________________________________
 MR0743* NAD 83(1993)-  41 46 12.85639(N)    110 08 11.04804(W)     ADJUSTED  
 MR0743* NAVD 88     -      2045.5    (meters)    6711.     (feet)  VERTCON   
 MR0743  ___________________________________________________________________
 MR0743  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 MR0743  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 MR0743
 MR0743  HORZ ORDER  -  SECOND
 MR0743
 MR0743.The horizontal coordinates were established by classical geodetic methods
 MR0743.and adjusted by the National Geodetic Survey in January 1997..
 MR0743
 MR0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0743
 MR0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0743
 MR0743.The geoid height was determined by GEOID03.
 MR0743
 MR0743;                    North         East     Units Scale Factor Converg.
 MR0743;SPC WY W     -   241,060.753   795,587.696   MT  0.99993774   -0 02 07.3
 MR0743;SPC WYWC     -   141,988.508   484,729.160   MT  1.00010095   -0 55 25.1
 MR0743;UTM  12      - 4,624,626.873   571,778.130   MT  0.99966340   +0 34 31.1
 MR0743
 MR0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0743!SPC WY W     -   0.99968157  x   0.99993774  =   0.99961933
 MR0743!SPC WYWC     -   0.99968157  x   1.00010095  =   0.99978249
 MR0743!UTM  12      -   0.99968157  x   0.99966340  =   0.99934508
 MR0743
 MR0743|---------------------------------------------------------------------|
 MR0743| PID    Reference Object                     Distance      Geod. Az  |
 MR0743|                                                           dddmmss.s |
 MR0743| CP5517 HASSETT RM 1                         12.983 METERS 11419     |
 MR0743| MR0775 MOUNTAIN FUEL UNITA PLT E STK       APPROX.41.7 KM 1742319.6 |
 MR0743| CP5518 HASSETT RM 2                         14.160 METERS 21558     |
 MR0743| CP5516 HASSETT AZ MK                                      2754428.8 |
 MR0743|---------------------------------------------------------------------|
 MR0743
 MR0743                          SUPERSEDED SURVEY CONTROL
 MR0743
 MR0743  NAD 83(1986)-  41 46 12.84965(N)    110 08 11.04153(W) AD(       ) 2
 MR0743  NAD 27      -  41 46 13.02630(N)    110 08 08.48080(W) AD(       ) 2
 MR0743  NGVD 29 (07/19/86) 2044.2    (m)         6707.     (f) VERT ANG       
 MR0743
 MR0743.Superseded values are not recommended for survey control.
 MR0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0743.See file dsdata.txt to determine how the superseded data were derived.
 MR0743
 MR0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM7177824627(NAD 83)
 MR0743_MARKER: DS = TRIANGULATION STATION DISK
 MR0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0743
 MR0743  HISTORY     - Date     Condition        Report By
 MR0743  HISTORY     - 1962     MONUMENTED       CGS
 MR0743  HISTORY     - 1975     GOOD             NGS
 MR0743
 MR0743                          STATION DESCRIPTION
 MR0743
 MR0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0743'THE STATION IS IN A FLAT SAGE BRUSH COVERED AREA, ABOUT 3
 MR0743'MILES NORTH OF THE HASSETT RAILROAD SIDING, 3 MILES WEST
 MR0743'OF THE LINCOLN - SWEETWATER COUNTY LINES, 10-1/4 MILES
 MR0743'EAST-SOUTHEAST OF OPAL AND 1/4 MILE NORTH OF U.S. HIGHWAY 30 N.
 MR0743'
 MR0743'TO REACH THE STATION FROM THE RAILRAOD DEPOT IN OPAL, GO
 MR0743'EAST ON U.S. HIGHWAY 30 N FOR 3.5 MILES TO THE NELSON RANCH ON
 MR0743'THE RIGHT.  CONTINUE AHEAD, EAST AND SOUTHEAST ON THE HIGHWAY
 MR0743'FOR 6.35 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MR0743'ON THE HIGHWAY FOR 0.35 MILE TO A SIDE ROAD LEFT.  CONTINUE
 MR0743'ON HIGHWAY FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT ON GRADED
 MR0743'ROAD AND GO NORTH FOR 0.25 MILE TO THE STATION ON THE LEFT.
 MR0743'
 MR0743'STATION MARK IS A STANDARD DISK, STAMPED HASSETT 1962, SET
 MR0743'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 MR0743'INCHES.  IT IS 184 FEET WEST-NORTHWEST OF THE CENTERLINE OF A
 MR0743'TRACK ROAD AND 5 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 MR0743'
 MR0743'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HASSETT NO 1 1962,
 MR0743'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0743'4 INCHES.  IT IS 139 FEET WEST-NORTHWEST OF THE CENTERLINE
 MR0743'OF THE TRACK ROAD AND 46 FEET EAST-SOUTHEAST OF THE WITNESS
 MR0743'POST.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 MR0743'
 MR0743'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HASSETT NO 2 1962,
 MR0743'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0743'6 INCHES.  IT IS 182 FEET WEST-NORTHWEST OF THE CENTERLINE
 MR0743'OF THE TRACK ROAD AND 49 FEET SOUTH OF THE WITNESS POST.  IT IS
 MR0743'ABOUT THE SAME ELEVATION AS THE STATION.
 MR0743'
 MR0743'AZIMUTH MARK IS A STANDARD DISK, STAMPED HASSETT 1962, SET
 MR0743'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MR0743'IT IS 61 FEET NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 MR0743'30 N AND 3.6 FEET NORTH OF A WITNESS POST.
 MR0743
 MR0743                          STATION RECOVERY (1975)
 MR0743
 MR0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFA)
 MR0743'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE ALL
 MR0743'RECOVERED AS DESCRIBED.
 MR0743'
 MR0743'REVISED DESCRIPTION--TO REACH THE STATION FROM LITTLE AMERICA,
 MR0743'PROCEED WEST ON INTERSTATE 80 FOR 2.0 MILES TO JUNCTION OF HIGHWAY
 MR0743'30N TOWARDS KEMMERER.  TURN RIGHT ON HIGHWAY 30N AND PROCEED
 MR0743'NORTHWEST FOR 20.35 MILES TO SIDE ROAD RIGHT.  TURN RIGHT ON
 MR0743'GRADED ROAD AND GO NORTHEAST FOR 0.3 MILE TO THE STATION ON THE
 MR0743'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0589 ***********************************************************************
 MP0589  DESIGNATION -  HAT
 MP0589  PID         -  MP0589
 MP0589  STATE/COUNTY-  WY/CARBON
 MP0589  USGS QUAD   -  COAL BANK BASIN (1982)
 MP0589
 MP0589                         *CURRENT SURVEY CONTROL
 MP0589  ___________________________________________________________________
 MP0589* NAD 83(1993)-  41 38 45.92885(N)    106 40 56.96773(W)     ADJUSTED  
 MP0589* NAVD 88     -      2235.7    (meters)    7335.     (feet)  VERTCON   
 MP0589  ___________________________________________________________________
 MP0589  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 MP0589  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 MP0589
 MP0589  HORZ ORDER  -  THIRD
 MP0589
 MP0589.The horizontal coordinates were established by classical geodetic methods
 MP0589.and adjusted by the National Geodetic Survey in January 1997..
 MP0589
 MP0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0589
 MP0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0589
 MP0589.The geoid height was determined by GEOID03.
 MP0589
 MP0589;                    North         East     Units Scale Factor Converg.
 MP0589;SPC WYEC     -   227,476.229   454,217.283   MT  0.99997366   +0 25 57.0
 MP0589;UTM  13      - 4,611,850.637   359,888.289   MT  0.99984158   -1 07 05.7
 MP0589
 MP0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0589!SPC WYEC     -   0.99965148  x   0.99997366  =   0.99962515
 MP0589!UTM  13      -   0.99965148  x   0.99984158  =   0.99949311
 MP0589
 MP0589:                Primary Azimuth Mark                     Grid Az
 MP0589:SPC WYEC     -  RATTLESNAKE                              048 48 37.7
 MP0589:UTM  13      -  RATTLESNAKE                              050 21 40.4
 MP0589
 MP0589|---------------------------------------------------------------------|
 MP0589| PID    Reference Object                     Distance      Geod. Az  |
 MP0589|                                                           dddmmss.s |
 MP0589| MP0584 RATTLESNAKE                         APPROX. 9.7 KM 0491434.7 |
 MP0589|---------------------------------------------------------------------|
 MP0589
 MP0589                          SUPERSEDED SURVEY CONTROL
 MP0589
 MP0589  NAD 83(1986)-  41 38 45.91864(N)    106 40 56.96065(W) AD(       ) 3
 MP0589  NAD 27      -  41 38 46.05587(N)    106 40 54.85681(W) AD(       ) 3
 MP0589  NGVD 29 (07/19/86) 2234.5    (m)         7331.     (f) VERT ANG       
 MP0589
 MP0589.Superseded values are not recommended for survey control.
 MP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0589.See file dsdata.txt to determine how the superseded data were derived.
 MP0589
 MP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5988811851(NAD 83)
 MP0589
 MP0589  HISTORY     - Date     Condition        Report By
 MP0589  HISTORY     - UNK      MONUMENTED
 MP0589  HISTORY     - 1955     GOOD             USGS
 MP0589
 MP0589                          STATION DESCRIPTION
 MP0589
 MP0589'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (PHJ)
 MP0589'STATION IS LOCATED APPROXIMATELY 11 MI. (AIRLINE) SE. OF WALCOTT,
 MP0589'WYOMING, AND 15.0 MI. NE. OF SARATOGA, WYOMING, ON THE HIGHEST PART
 MP0589'OF THE MIDDLE HILL OF THREE, IN SEC. 1, T 19 N, R 83 W.
 MP0589'
 MP0589'TO REACH FROM WALCOTT AT JUNCTION ON U.S. HIGHWAY 30 AND RD. LEFT,
 MP0589'TURN LEFT (E.) AND FOLLOW MAIN RD. 7.15 MI. TO TRACK RD. S., TURN
 MP0589'RIGHT (S.) ALONG RD. 1.1 MI. TO Y-FORKS, TAKE RIGHT FORK S. 1.15 MI.
 MP0589'TO Y-FORKS, TAKE RIGHT FORK 0.6 MI., LEAVE RD. AND CROSS OLD RD.,
 MP0589'FOLLOW ALONG W. SIDE OF OLD RD. 0.05 MI. TO DIM TRACK RD. W., GO W.
 MP0589'ALONG DIM RD. 0.2 MI. TO SADDLE, LEAVE RD. AND DRIVE ACROSS COUNTRY
 MP0589'(TOWARD MIDDLE HILL OF THREE) 0.4 MI. TO TOP OF HILL AND STATION SITE.
 MP0589'
 MP0589'RECOVERED DURING FIELD COMPLETION AND STAMPED
 MP0589'---VABM 7332---.
 MP0589'
 MP0589'STATION MARK--STANDARD TABLET, STAMPED ---HAT 195 VABM 7332---,
 MP0589'CEMENTED IN  BOULDER IN PLACE.
 MP0589'
 MP0589'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1286 ***********************************************************************
 MO1286  DESIGNATION -  HATTIE
 MO1286  PID         -  MO1286
 MO1286  STATE/COUNTY-  WY/ALBANY
 MO1286  USGS QUAD   -  MILLBROOK (1992)
 MO1286
 MO1286                         *CURRENT SURVEY CONTROL
 MO1286  ___________________________________________________________________
 MO1286* NAD 83(1993)-  41 17 08.17581(N)    105 58 29.95342(W)     ADJUSTED  
 MO1286* NAVD 88     -      2410.6    (meters)    7909.     (feet)  VERTCON   
 MO1286  ___________________________________________________________________
 MO1286  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 MO1286  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 MO1286
 MO1286  HORZ ORDER  -  SECOND
 MO1286
 MO1286.The horizontal coordinates were established by classical geodetic methods
 MO1286.and adjusted by the National Geodetic Survey in January 1997..
 MO1286
 MO1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1286
 MO1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1286
 MO1286.The geoid height was determined by GEOID03.
 MO1286
 MO1286;                    North         East     Units Scale Factor Converg.
 MO1286;SPC WY E     -    87,552.511   132,290.163   MT  0.99999390   -0 32 00.1
 MO1286;SPC WYEC     -   188,127.389   513,784.258   MT  1.00009678   +0 53 46.9
 MO1286;UTM  13      - 4,570,921.011   418,356.552   MT  0.99968203   -0 38 36.0
 MO1286
 MO1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1286!SPC WY E     -   0.99962378  x   0.99999390  =   0.99961768
 MO1286!SPC WYEC     -   0.99962378  x   1.00009678  =   0.99972052
 MO1286!UTM  13      -   0.99962378  x   0.99968203  =   0.99930593
 MO1286
 MO1286|---------------------------------------------------------------------|
 MO1286| PID    Reference Object                     Distance      Geod. Az  |
 MO1286|                                                           dddmmss.s |
 MO1286| CQ3912 HATTIE RM 1                          13.135 METERS 23726     |
 MO1286| CP9422 167                                                2865021.1 |
 MO1286| CQ3913 HATTIE RM 2                          14.758 METERS 29203     |
 MO1286|---------------------------------------------------------------------|
 MO1286
 MO1286                          SUPERSEDED SURVEY CONTROL
 MO1286
 MO1286  NAD 83(1986)-  41 17 08.16209(N)    105 58 29.95276(W) AD(       ) 2
 MO1286  NAD 27      -  41 17 08.25900(N)    105 58 27.93600(W) AD(       ) 2
 MO1286  NGVD 29 (07/19/86) 2409.4    (m)         7905.     (f) VERT ANG       
 MO1286
 MO1286.Superseded values are not recommended for survey control.
 MO1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1286.See file dsdata.txt to determine how the superseded data were derived.
 MO1286
 MO1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1835770921(NAD 83)
 MO1286_MARKER: DS = TRIANGULATION STATION DISK
 MO1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1286
 MO1286  HISTORY     - Date     Condition        Report By
 MO1286  HISTORY     - 1948     MONUMENTED       CGS
 MO1286  HISTORY     - 1963     GOOD             CGS
 MO1286
 MO1286                          STATION DESCRIPTION
 MO1286
 MO1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1286'THE STATION IS LOCATED ABOUT 20 MILES AIR LINE WEST-NORTHWEST
 MO1286'OF LARAMIE ON THE MOST NORTHEASTERLY POINT OF A PROMINENT
 MO1286'FLAT-TOPPED BUTTE.  THE STATION MARK IS SET FLUSH 200 FEET
 MO1286'EAST-SOUTHEAST OF A GAME RESERVE SIGN AND 6 FEET WEST OF A
 MO1286'WHITE WITNESS POST.  IT IS STAMPED, HATTIE 1948.
 MO1286'
 MO1286'REFERENCE MARK NO. 1 IS WELDED TO THE TOP OF A 3-INCH IRON
 MO1286'PIPE THAT PROJECTS 1 FOOT, IS THE SAME ELEVATION AS THE STATION
 MO1286'MARK AND IS STAMPED, HATTIE NO 1 1948.
 MO1286'
 MO1286'REFERENCE MARK NO. 2 IS WELDED TO THE TOP OF A 3-INCH IRON
 MO1286'PIPE THAT PROJECTS 16 INCHES, IS 1 FOOT HIGHER THAN THE
 MO1286'STATION MARK AND IS STAMPED, HATTIE NO 2 1948.
 MO1286'
 MO1286'THE AZIMUTH MARK IS A U.S.C. AND G.S. AND STATE SURVEY MARK SET
 MO1286'IN THE TOP OF A 7-INCH SQUARE CONCRETE POST THAT PROJECTS 10
 MO1286'INCHES, IS SET ON THE HIGHEST POINT OF A SMALL ROCKY HILL
 MO1286'THAT IS 0.25 MILE SOUTH OF STATE HIGHWAY 130, 0.15 MILE
 MO1286'WEST-NORTHWEST OF RANCH BUILDINGS, 3 FEET EAST OF A FENCE AND 3
 MO1286'FEET NORTH OF A WHITE WITNESS POST.  IT IS STAMPED, 167.
 MO1286'
 MO1286'TO REACH THE STATION FROM LARAMIE, GO WEST ON STATE HIGHWAY
 MO1286'130 FOR 21.1 MILES TO A POINT NORTH-NORTHWEST OF THE BUTTE
 MO1286'(TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WESTERLY
 MO1286'ON HIGHWAY 1.3 MILE TO A ROAD LEFT 0.1 MILE AFTER PASSING
 MO1286'A SERVICE STATION.  THE MARK IS 0.25 MILE SOUTH OF THIS POINT).
 MO1286'TURN LEFT OFF HIGHWAY AND FOLLOW TRACKS SOUTHERLY, THEN WESTERLY
 MO1286'UP SLOPE TO TOP OF BUTTE.  THENCE ALONG TOP TO THE NORTHEAST
 MO1286'POINT OF BUTTE AND STATION.  A DRIVE STATION WITH A FOUR
 MO1286'WHEEL DRIVE VEHICLE.
 MO1286
 MO1286                          STATION RECOVERY (1963)
 MO1286
 MO1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 MO1286'ORIGIONAL DESCRIPTION SEE.  BOOK NO. 978.  PAGE 17.
 MO1286'
 MO1286'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 MO1286'STATION IN LOCATED ON THE NE END OF WHAT IS LOCALLY KNOWN AS TABLE
 MO1286'MT., NEAR THE W CENTER OF THE NW 1/4 OF SEC. 7, T 15 N, R 76 W,
 MO1286'ABOUT 3/4 MILE S OF STATE HIGHWAY 130.  ON THE PROPERTY OF MR.
 MO1286'NORMAN STROM WHO LIVES 3 MILES S-SW OF THE STATION.
 MO1286'
 MO1286'TO REACH FROM THE INTERSECTION OF 3RD ST. AND UNIVERSITY AV. AND
 MO1286'JUNCTION OF US HIGHWAYS 30, 287 AND STATE HIGHWAYS 130 AND 230 IN
 MO1286'LARAMIE, GO W ON STATE HIGHWAYS 130 AND 230 FOR 2.05 MILES TO
 MO1286'Y-FORK AND JUNCTION, KEEP RIGHT FORK AND FOLLOW STATE HIGHWAY 130 W
 MO1286'FOR 19.15 MILES TO A WIRE GATE ON THE LEFT, S SIDE OF THE
 MO1286'HIGHWAY.  (THE GATE IS LOCKED) NOTE--THIS IS 0.6 MILES BEFORE
 MO1286'REACHING JACKS PLACE, A GASOLINE STATION.  CONTINUE ON
 MO1286'HIGHWAY, W FOR 1.5 MILES TO MAIL BOX ON THE RIGHT, N SIDE OF
 MO1286'HIGHWAY NORMAN STROM AND SIDE ROAD LEFT, S, TURN LEFT AND GO S AND
 MO1286'SE FOR 2.25 MILES TO CATTLE-GUARD IN N-S FENCE AND GAME REFUGE
 MO1286'SIGN, CONTINUE SE ON MTR FOR 0.8 MILE TO FORK JUST N OF A
 MO1286'CATTLE-GUARD IN E-W FENCE LINE.  (THIS IS 1.2 MILES N-NE OF MR.
 MO1286'NORMAN STROMS RANCH BUILDINGS AND HOME).  HERE, TURN LEFT AND
 MO1286'GO E AND N FOR 1.6 MILES CROSSING CREEK, CONTINUE N FOR 0.4
 MO1286'MILE TO GATE, PASS THROUGH GATE AND CONTINUE NERLY FOR 0.5 MILE TO
 MO1286'Y-FORK, KEEP LEFT FORK AND GO NERLY FOR 1.1 MILES PASSING TO
 MO1286'RIGHT, E OF CORRALS, CONTINUE N FOR 0.1 MILE TO Y-FORK, KEEP LEFT
 MO1286'FORK (DIM TRACK) AND GO NW FOR 0.2 MILE TO Y-FORK, KEEP LEFT FORK
 MO1286'AND GO W FOR 0.4 MILE, THENCE ACROSS COUNTRY W, FOR 0.8 MILE TO THE
 MO1286'NE POINT OF BASE OF MESA AND END OF TRUCK TRAVEL.  THENCE PACK
 MO1286'UP SLOPE TO THE HIGHEST POINT AND THE NORTHEASTERN END OF MESA
 MO1286'AND STATION.  ABOUT 150 YARD PACK.  NOTE--A 4-WHEEL DRIVE
 MO1286'VEHICLE COULD BE DRIVEN TO TOP OF THE MESA FROM THE EAST SIDE OF
 MO1286'THE MESA.
 MO1286'
 MO1286'IF KEY TO THE LOCKED GATE ALONG THE HIGHWAY IS OBTAINED FROM MR.
 MO1286'STROM.  IT WOULD BE ABOUT A 0.6 MILE DRIVE FROM THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0345 ***********************************************************************
 MQ0345  DESIGNATION -  HAWK
 MQ0345  PID         -  MQ0345
 MQ0345  STATE/COUNTY-  WY/SWEETWATER
 MQ0345  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0345
 MQ0345                         *CURRENT SURVEY CONTROL
 MQ0345  ___________________________________________________________________
 MQ0345* NAD 83(1993)-  41 32 26.40803(N)    109 49 57.31838(W)     ADJUSTED  
 MQ0345* NAVD 88     -      1943.829  (meters)    6377.38   (feet)  ADJUSTED  
 MQ0345  ___________________________________________________________________
 MQ0345  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 MQ0345  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 MQ0345  DYNAMIC HT  -        1942.148 (meters)    6371.86  (feet)  COMP
 MQ0345  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 MQ0345
 MQ0345  HORZ ORDER  -  THIRD
 MQ0345  VERT ORDER  -  FIRST     CLASS II
 MQ0345
 MQ0345.The horizontal coordinates were established by classical geodetic methods
 MQ0345.and adjusted by the National Geodetic Survey in January 1997..
 MQ0345
 MQ0345.The orthometric height was determined by differential leveling
 MQ0345.and adjusted by the National Geodetic Survey in June 1991..
 MQ0345
 MQ0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0345
 MQ0345.The geoid height was determined by GEOID03.
 MQ0345
 MQ0345.The dynamic height is computed by dividing the NAVD 88
 MQ0345.geopotential number by the normal gravity value computed on the
 MQ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0345.degrees latitude (g = 980.6199 gals.).
 MQ0345
 MQ0345.The modeled gravity was interpolated from observed gravity values.
 MQ0345
 MQ0345;                    North         East     Units Scale Factor Converg.
 MQ0345;SPC WYWC     -   116,129.498   509,669.574   MT  1.00003788   -0 43 04.7
 MQ0345;UTM  12      - 4,599,437.172   597,375.246   MT  0.99971669   +0 46 27.2
 MQ0345
 MQ0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0345!SPC WYWC     -   0.99969756  x   1.00003788  =   0.99973543
 MQ0345!UTM  12      -   0.99969756  x   0.99971669  =   0.99941434
 MQ0345
 MQ0345|---------------------------------------------------------------------|
 MQ0345| PID    Reference Object                     Distance      Geod. Az  |
 MQ0345|                                                           dddmmss.s |
 MQ0345| CP5519 HAWK RM 1                            12.734 METERS 07612     |
 MQ0345| MR0774 MICROWAVE REL TWR SSW GRANGER       APPROX.25.5 KM 2355815.2 |
 MQ0345| MR0773 AIRWAY BN 11 11 MI SSW GRANGER      APPROX.21.4 KM 2400819.8 |
 MQ0345| MQ0265 F 132                                              2872635.1 |
 MQ0345| CP5520 HAWK RM 2                             8.963 METERS 31043     |
 MQ0345|---------------------------------------------------------------------|
 MQ0345
 MQ0345                          SUPERSEDED SURVEY CONTROL
 MQ0345
 MQ0345  NAD 83(1986)-  41 32 26.40033(N)    109 49 57.30568(W) AD(       ) 3
 MQ0345  NAD 27      -  41 32 26.54900(N)    109 49 54.79290(W) AD(       ) 3
 MQ0345  NGVD 29 (06/08/92) 1942.517  (m)         6373.07   (f) ADJUSTED    1 2
 MQ0345
 MQ0345.Superseded values are not recommended for survey control.
 MQ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0345.See file dsdata.txt to determine how the superseded data were derived.
 MQ0345
 MQ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL9737599437(NAD 83)
 MQ0345_MARKER: DS = TRIANGULATION STATION DISK
 MQ0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0345_SP_SET: CONCRETE POST
 MQ0345_STAMPING: HAWK 1962
 MQ0345_MARK LOGO: CGS   
 MQ0345_PROJECTION: PROJECTING 10 CENTIMETERS
 MQ0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0345+STABILITY: SURFACE MOTION
 MQ0345
 MQ0345  HISTORY     - Date     Condition        Report By
 MQ0345  HISTORY     - 1962     MONUMENTED       CGS
 MQ0345  HISTORY     - 1975     GOOD             DMA
 MQ0345  HISTORY     - 1976     GOOD             NGS
 MQ0345  HISTORY     - 1983     GOOD             NGS
 MQ0345
 MQ0345                          STATION DESCRIPTION
 MQ0345
 MQ0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0345'THE STATION IS LOCATED ON THE SOUTHEAST EDGE OF A LOW MESA, ABOUT
 MQ0345'19 MILES WEST OF GREEN RIVER AND 1 MILE EAST OF LITTLE AMERICA.
 MQ0345'
 MQ0345'TO REACH THE STATION FROM LITTLE AMERICA, GO EASTERLY ON U.S.
 MQ0345'HIGHWAY 30 FOR 0.5 MILE TO BM F 132 1958 ON THE RIGHT.  CONTINUE
 MQ0345'EASTERLY ON THE HIGHWAY FOR 0.15 MILE TO A TRACK ROAD ON THE
 MQ0345'RIGHT AND A SIGN S.P.L. OIL LINE.  TURN RIGHT AND FOLLOW THE
 MQ0345'TRACK ROAD AND PIPE LINE EAST-SOUTHEAST FOR 0.5 MILE.  TURN
 MQ0345'RIGHT AND GO CROSS COUNTRY FOR 0.15 MILE TO A CAIRN AND THE
 MQ0345'STATION.
 MQ0345'
 MQ0345'THE STATION IS A STANDARD DISK, STAMPED HAWK 1962, SET IN THE
 MQ0345'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 MQ0345'IT IS 21 FEET SOUTH OF A CAIRN AND 4.7 FEET EAST OF A METAL
 MQ0345'WITNESS POST.
 MQ0345'
 MQ0345'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAWK NO 1 1962,
 MQ0345'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 MQ0345'2 INCHES.  IT IS 46 FEET EAST OF THE CAIRN AND ABOUT THE SAME
 MQ0345'ELEVATION AS THE STATION.
 MQ0345'
 MQ0345'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAWK NO 2 1962,
 MQ0345'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 MQ0345'2 INCHES.  IT IS 18 FEET WEST OF THE CAIRN AND ABOUT THE SAME
 MQ0345'ELEVATION AS THE STATION.
 MQ0345'
 MQ0345'BM F 132 1958 IS A STANDARD BENCH MARK DISK, STAMPED F 132 1958,
 MQ0345'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS
 MQ0345'3 INCHES.  IT IS ABOUT 50 YARDS NORTH OF U.S. HIGHWAY 30, 57
 MQ0345'FEET WEST OF THE SOUTH END OF A SIGN AND 2.1 FEET WEST OF A
 MQ0345'CEMENT WITNESS POST.
 MQ0345
 MQ0345                          STATION RECOVERY (1975)
 MQ0345
 MQ0345'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (RFA)
 MQ0345'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED.  THE AZIMUTH
 MQ0345'MARK WAS NOT RECOVERED AFTER A THOROUGH SEARCH.  ROUTE DESCRIPTION
 MQ0345'IS ADEQUATE.
 MQ0345
 MQ0345                          STATION RECOVERY (1976)
 MQ0345
 MQ0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MQ0345'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  A NEW ROUTE
 MQ0345'TO STATION FOLLOWS.
 MQ0345'
 MQ0345'STATION IS REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 EXIT
 MQ0345'SERVICE ROAD AND OLD U.S. HIGHWAY 30 AT LITTLE AMERICA.  GO SOUTH
 MQ0345'ON A SURFACED ROAD, PASSING BENEATH INTERSTATE HIGHWAY 80 FOR 0.15
 MQ0345'MILE TO A CATTLE GUARD ACROSS ROAD.  CONTINUE STRAIGHT AHEAD FOR
 MQ0345'ABOUT 100 FEET TO AN EAST-WEST GRAVELED ROAD.  TURN LEFT AND GO
 MQ0345'EAST ON THE ROAD FOR 0.2 MILE TO A ROAD RIGHT.  KEEP STRAIGHT
 MQ0345'AHEAD, EAST ON ROAD FOR 0.6 MILE TO A POINT WHERE THE ROAD
 MQ0345'JOGS RIGHT AND LEFT.  CONTINUE EAST ON ROAD FOR 0.5 MILE.  TURN
 MQ0345'RIGHT AND GO SOUTHERLY ACROSS COUNTRY FOR 0.15 MILE TO A
 MQ0345'CAIRN AND STATION.
 MQ0345'
 MQ0345'BENCH MARK F 132 1958 (AZIMUTH MARK) IS REACHED FROM THE STARTING
 MQ0345'JUNCTION AT LITTLE AMERICA.  GO EAST ON OLD U.S. HIGHWAY 30 FOR
 MQ0345'0.55 MILE TO THE MARK ON LEFT, ABOUT 150 FEET NORTH OF THE OLD
 MQ0345'HIGHWAY AND 2 FEET WEST OF A CONCRETE WITNESS POST WITH THE
 MQ0345'LETTERS USBM ON POST.
 MQ0345
 MQ0345                          STATION RECOVERY (1983)
 MQ0345
 MQ0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0345'14.6 KM (9.05 MI) SE FROM GRANGER.
 MQ0345'4.4 KM (2.75 MI) SOUTHEAST ALONG OLD U.S. HIGHWAY 30 FROM THE UNION
 MQ0345'PACIFIC RAILROAD STATION IN GRANGER, THENCE 7.9 KM (4.9 KM)
 MQ0345'SOUTHEASTERLY ALONG U.S. HIGHWAY 30, THENCE 0.2 KM (0.1 MI) SOUTH
 MQ0345'ALONG A PAVED ROAD, THENCE 2.1 KM (1.3 MI) EASTERLY ALONG A GRAVELED
 MQ0345'AND TRACK ROAD TO THE EAST END OF A RIDGE, 118.9 METERS (390.1 FT)
 MQ0345'SOUTH OF THE CENTER OF THE ROAD, AND 14.1 METERS (46.3 FT) SOUTH OF A
 MQ0345'CAIRN.
 MQ0345'THE MARK IS 1.4 METERS  E FROM A WITNESS POST.
 MQ0345'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0255 ***********************************************************************
 NS0255  DESIGNATION -  HAWK
 NS0255  PID         -  NS0255
 NS0255  STATE/COUNTY-  WY/FREMONT
 NS0255  USGS QUAD   -  WOLF POINT (1991)
 NS0255
 NS0255                         *CURRENT SURVEY CONTROL
 NS0255  ___________________________________________________________________
 NS0255* NAD 83(1993)-  42 37 48.60136(N)    108 44 29.31821(W)     ADJUSTED  
 NS0255* NAVD 88     -      2585.9    (meters)    8484.     (feet)  VERTCON   
 NS0255  ___________________________________________________________________
 NS0255  LAPLACE CORR-         -15.56  (seconds)                    DEFLEC99
 NS0255  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 NS0255
 NS0255  HORZ ORDER  -  THIRD
 NS0255
 NS0255.The horizontal coordinates were established by classical geodetic methods
 NS0255.and adjusted by the National Geodetic Survey in January 1997..
 NS0255
 NS0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0255
 NS0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0255
 NS0255.The geoid height was determined by GEOID03.
 NS0255
 NS0255;                    North         East     Units Scale Factor Converg.
 NS0255;SPC WYWC     -   236,571.958   600,699.061   MT  0.99993751   +0 00 20.8
 NS0255;UTM  12      - 4,722,219.506   685,192.731   MT  1.00002197   +1 31 48.2
 NS0255
 NS0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0255!SPC WYWC     -   0.99959635  x   0.99993751  =   0.99953389
 NS0255!UTM  12      -   0.99959635  x   1.00002197  =   0.99961831
 NS0255
 NS0255:                Primary Azimuth Mark                     Grid Az
 NS0255:SPC WYWC     -  LIMESTONE                                157 59 21.6
 NS0255:UTM  12      -  LIMESTONE                                156 27 54.2
 NS0255
 NS0255|---------------------------------------------------------------------|
 NS0255| PID    Reference Object                     Distance      Geod. Az  |
 NS0255|                                                           dddmmss.s |
 NS0255| NS0247 LIMESTONE                           APPROX. 6.2 KM 1575942.4 |
 NS0255|---------------------------------------------------------------------|
 NS0255
 NS0255                          SUPERSEDED SURVEY CONTROL
 NS0255
 NS0255  NAD 83(1986)-  42 37 48.58467(N)    108 44 29.32001(W) AD(       ) 3
 NS0255  NAD 27      -  42 37 48.75042(N)    108 44 26.90348(W) AD(       ) 3
 NS0255  NGVD 29 (07/19/86) 2584.7    (m)         8480.     (f) VERT ANG       
 NS0255
 NS0255.Superseded values are not recommended for survey control.
 NS0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0255.See file dsdata.txt to determine how the superseded data were derived.
 NS0255
 NS0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8519322220(NAD 83)
 NS0255_MARKER: DD = SURVEY DISK
 NS0255_SETTING: 66 = SET IN ROCK OUTCROP
 NS0255_SP_SET: SET IN ROCK OUTCROP
 NS0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0255+STABILITY: POSITION/ELEVATION WELL
 NS0255
 NS0255  HISTORY     - Date     Condition        Report By
 NS0255  HISTORY     - 1951     MONUMENTED       USGS
 NS0255
 NS0255                          STATION DESCRIPTION
 NS0255
 NS0255'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0255'STATION IS LOCATED ABOUT 11 MI. S. OF LANDER, WYOMING.  IT IS SITUATED
 NS0255'HALFWAY UP A MOUNTAIN WITH TIMBERED TOP AND ABOVE A FLAT LIMESTONE
 NS0255'RIDGE.
 NS0255'
 NS0255'TO REACH STATION FROM P.O. IN LANDER WYOMING GO S. ON HIGHWAY 287 FOR
 NS0255'7.5 MI. TO JUNCTION WITH HIGHWAY 28.  TURN ONTO HIGHWAY 28 AND GO FOR
 NS0255'2.2 MI. TO SIDE RD.,-NORTH SIDE OF LITTLE POPO AGIE- THEN PROCEED
 NS0255'ALONG SIDE RD. TO RIGHT FOR 3.6 MI. TO PRIVATE RD. RIGHT TO FOSTORIA
 NS0255'FARM.  CROSS OVER LITTLE POPO AGIE TO RD. OVER MOUNTAIN,-ASK AT
 NS0255'FARMHOUSE FOR INFORMATION REGARDING RD.-. PROCEED ALONG RD. 3.6 MI. TO
 NS0255'Y-INTERSECTION, TAKE LEFT RD. FOR 0.6 MI. TO OLD SOD HOUSE AND FOREST
 NS0255'SERVICE FENCE.  STAY ON MAIN TRAVELED RD. FOR 2.1 MI. TO ANOTHER FENCE
 NS0255'CROSSING AND THEN GO ON SAME RD. UP VALLEY FOR 0.3 MI. THEN TURN RIGHT
 NS0255'NW. AND GO 0.4 MI. TO SADDLE BELOW RIDGE.  STATION IS LOCATED HALFWAY
 NS0255'UP THE SIDE OF A MOUNTAIN WITH TIMBERED TOP AND ABOVE A LARGE FLAT
 NS0255'LIMESTONE RIDGE.  STATION IS ON A SMALL FLAT LIMESTONE OUTCROP.
 NS0255'
 NS0255'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN ROCK LEVEL WITH
 NS0255'GROUND AND STAMPED ---WR HAWK 1951---.
 NS0255'
 NS0255'RERFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1001 ***********************************************************************
 MO1001  DESIGNATION -  HAWK
 MO1001  PID         -  MO1001
 MO1001  STATE/COUNTY-  WY/GOSHEN
 MO1001  USGS QUAD   -  LA GRANGE (1990)
 MO1001
 MO1001                         *CURRENT SURVEY CONTROL
 MO1001  ___________________________________________________________________
 MO1001* NAD 83(1993)-  41 43 38.98081(N)    104 11 57.30572(W)     ADJUSTED  
 MO1001* NAVD 88     -      1388.     (meters)    4554.     (feet)  SCALED    
 MO1001  ___________________________________________________________________
 MO1001  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 MO1001  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 MO1001
 MO1001  HORZ ORDER  -  THIRD
 MO1001
 MO1001.The horizontal coordinates were established by classical geodetic methods
 MO1001.and adjusted by the National Geodetic Survey in January 1997..
 MO1001
 MO1001.The orthometric height was scaled from a topographic map.
 MO1001
 MO1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1001
 MO1001.The geoid height was determined by GEOID03.
 MO1001
 MO1001;                    North         East     Units Scale Factor Converg.
 MO1001;SPC WY E     -   136,764.557   280,487.545   MT  1.00001719   +0 38 38.2
 MO1001;SPC NE       -   218,780.764   150,862.375   MT  0.99966605   -2 46 58.2
 MO1001;UTM  13      - 4,619,830.753   566,598.516   MT  0.99965458   +0 31 58.8
 MO1001
 MO1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1001!SPC WY E     -   0.99978515  x   1.00001719  =   0.99980234
 MO1001!SPC NE       -   0.99978515  x   0.99966605  =   0.99945128
 MO1001!UTM  13      -   0.99978515  x   0.99965458  =   0.99943981
 MO1001
 MO1001|---------------------------------------------------------------------|
 MO1001| PID    Reference Object                     Distance      Geod. Az  |
 MO1001|                                                           dddmmss.s |
 MO1001| CQ3921 HAWK RM 1                            18.606 METERS 12313     |
 MO1001| CQ3920 HAWK AZ MK                                         1741251.8 |
 MO1001| CQ3922 HAWK RM 2                            19.299 METERS 25751     |
 MO1001|---------------------------------------------------------------------|
 MO1001
 MO1001                          SUPERSEDED SURVEY CONTROL
 MO1001
 MO1001  NAD 83(1986)-  41 43 38.96796(N)    104 11 57.30991(W) AD(       ) 3
 MO1001  NAD 27      -  41 43 39.07090(N)    104 11 55.46560(W) AD(       ) 3
 MO1001
 MO1001.Superseded values are not recommended for survey control.
 MO1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1001.See file dsdata.txt to determine how the superseded data were derived.
 MO1001
 MO1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6659919831(NAD 83)
 MO1001_MARKER: DS = TRIANGULATION STATION DISK
 MO1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1001
 MO1001  HISTORY     - Date     Condition        Report By
 MO1001  HISTORY     - 1963     MONUMENTED       CGS
 MO1001
 MO1001                          STATION DESCRIPTION
 MO1001
 MO1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1001'THE STATION IS 4 MILES SOUTH AND 3-1/2 MILES EAST OF HAWK SPRINGS,
 MO1001'3/4 MILE NORTHWEST OF THE MAIN DAM OF THE HAWK SPRINGS RESERVOIR,
 MO1001'IN THE SOUTHWEST QUARTER OF SECTION 4, T 20 N, R 61 W, ON THE
 MO1001'HIGHEST POINT OF RANGE LAND IN THE IMMEDIATE VICINITY, AND ON
 MO1001'THE PROPERTY OF MR. WARD KAUFMAN WHO LIVES 2-1/2 MILES NORTHWEST
 MO1001'OF THE STATION.
 MO1001'
 MO1001'TO REACH THE STATION FROM THE RAILROAD CROSSING, JUST WEST OF
 MO1001'THE DEPOT, IN HAWK SPRINGS, GO SOUTH ON U.S. HIGHWAY 85 FOR
 MO1001'5.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A FARM ROAD
 MO1001'FOR 3.0 MILES TO A RAILROAD CROSSING.  CONTINUE EAST ON THE
 MO1001'FARM ROAD FOR 0.45 MILE TO A CATTLE GUARD.  CROSS THE CATTLE
 MO1001'GUARD AND GO NORTHEAST ON THE FARM ROAD FOR 0.2 MILE TO A
 MO1001'CATTLE GUARD AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH
 MO1001'ON THE FARM ROAD FOR 0.5 MILE TO A CATTLE GUARD.  CROSS THE
 MO1001'CATTLE GUARD, TURN LEFT AND GO WEST FOR 0.05 MILE TO A GATE.
 MO1001'PASS THROUGH THE GATE, TURN RIGHT AND GO NORTH ALONG THE
 MO1001'WEST SIDE OF A FENCE FOR 0.6 MILE TO A T-FENCE.  TURN LEFT
 MO1001'AND GO WEST FOR 0.1 MILE.  TURN LEFT AND GO SOUTH FOR 70
 MO1001'YARDS TO THE STATION.
 MO1001'
 MO1001'STATION MARKS ARE STANDARD DISKS STAMPED HAWK 1963.  THE
 MO1001'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MO1001'1 INCH.  IT IS 218 FEET SOUTH OF A WIRE FENCE.  THE UNDERGROUND
 MO1001'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 MO1001'THE SURFACE OF THE GROUND.
 MO1001'
 MO1001'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HAWK NO 1 1963,
 MO1001'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MO1001'SURFACE OF THE GROUND.  IT IS 246.5 FEET SOUTH OF A WIRE FENCE.
 MO1001'
 MO1001'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HAWK NO 2 1963,
 MO1001'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MO1001'SURFACE OF THE GROUND.  IT IS 237 FEET SOUTH OF A WIRE FENCE.
 MO1001'
 MO1001'THE AZIMUTH MARK, A STANDARD DISK STAMPED HAWK 1963, IS SET
 MO1001'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 11
 MO1001'FEET WEST OF THE CENTER OF THE CATTLE GUARD, 4.5 FEET EAST
 MO1001'OF A WIRE FENCE, AND 3 FEET WEST OF A METAL WITNESS POST.
 MO1001'
 MO1001'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0398 ***********************************************************************
 OU0398  DESIGNATION -  HAWK
 OU0398  PID         -  OU0398
 OU0398  STATE/COUNTY-  WY/CAMPBELL
 OU0398  USGS QUAD   -  NEIL BUTTE (1972)
 OU0398
 OU0398                         *CURRENT SURVEY CONTROL
 OU0398  ___________________________________________________________________
 OU0398* NAD 83(1993)-  43 56 33.27575(N)    105 20 33.66616(W)     ADJUSTED  
 OU0398* NAVD 88     -      1455.9    (meters)    4777.     (feet)  VERTCON   
 OU0398  ___________________________________________________________________
 OU0398  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 OU0398  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 OU0398
 OU0398  HORZ ORDER  -  FIRST
 OU0398
 OU0398.The horizontal coordinates were established by classical geodetic methods
 OU0398.and adjusted by the National Geodetic Survey in January 1997..
 OU0398
 OU0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0398
 OU0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0398
 OU0398.The geoid height was determined by GEOID03.
 OU0398
 OU0398;                    North         East     Units Scale Factor Converg.
 OU0398;SPC WY E     -   382,384.370   185,869.509   MT  0.99993995   -0 07 19.7
 OU0398;UTM  13      - 4,865,552.053   472,499.040   MT  0.99960930   -0 14 16.1
 OU0398
 OU0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0398!SPC WY E     -   0.99977407  x   0.99993995  =   0.99971403
 OU0398!UTM  13      -   0.99977407  x   0.99960930  =   0.99938346
 OU0398
 OU0398|---------------------------------------------------------------------|
 OU0398| PID    Reference Object                     Distance      Geod. Az  |
 OU0398|                                                           dddmmss.s |
 OU0398| CQ3918 HAWK RM 1                            13.526 METERS 17730     |
 OU0398| CQ3917 HAWK AZ MK                                         1801133.2 |
 OU0398| CQ3919 HAWK RM 2                            14.825 METERS 26951     |
 OU0398|---------------------------------------------------------------------|
 OU0398
 OU0398                          SUPERSEDED SURVEY CONTROL
 OU0398
 OU0398  NAD 83(1986)-  43 56 33.25973(N)    105 20 33.63936(W) AD(       ) 1
 OU0398  NAD 27      -  43 56 33.34800(N)    105 20 31.67800(W) AD(       ) 1
 OU0398  NGVD 29 (07/19/86) 1455.1    (m)         4774.     (f) VERT ANG       
 OU0398
 OU0398.Superseded values are not recommended for survey control.
 OU0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0398.See file dsdata.txt to determine how the superseded data were derived.
 OU0398
 OU0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ7249965552(NAD 83)
 OU0398_MARKER: DS = TRIANGULATION STATION DISK
 OU0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0398
 OU0398  HISTORY     - Date     Condition        Report By
 OU0398  HISTORY     - 1955     MONUMENTED       CGS
 OU0398  HISTORY     - 1962     GOOD             USFS
 OU0398
 OU0398                          STATION DESCRIPTION
 OU0398
 OU0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0398'STATION, LOCATED ABOUT 25.5 MILES SOUTH-SOUTHEAST OF GILLETTE,
 OU0398'30.5 MILES SOUTHWEST OF MOORECROFT AND 5 MILES EAST OF U.S.
 OU0398'HIGHWAY 59, IS ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH COUNTY
 OU0398'ROAD, AT THE POINT WHERE ROAD CROSSES THE SUMMIT OF A LOW GRASS
 OU0398'AND BRUSH-COVERED RIDGE.  THE STATION RIDGE LIES IN AN EAST-WEST
 OU0398'DIRECTION AND RISES TO A HIGHER GRASS AND BRUSH COVERED SUMMIT
 OU0398'TO THE WEST.
 OU0398'
 OU0398'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 59 AND U.S. HIGHWAYS
 OU0398'14 AND 16 ON THE EAST EDGE OF GILLETTE, DRIVE SOUTH ON STATE
 OU0398'HIGHWAY 59 FOR 24.7 MILES TO THE BELLE FOURCHE RIVER BRIDGE.
 OU0398'CROSS BRIDGE AND CONTINUE SOUTH ON HIGHWAY FOR 0.05 MILE TO A
 OU0398'T-ROAD LEFT.  TURN LEFT, CROSS CATTLE GUARD AND DRIVE EAST ON
 OU0398'BLADED ROAD FOR 4.25 MILES TO A CROSS ROAD.  CONTINUE EAST
 OU0398'ON BLADED ROAD FOR 1.2 MILES TO A CATTLE GUARD IN ROAD AND A
 OU0398'T-ROAD LEFT.  TURN LEFT AND DRIVE NORTH FOR 1.65 MILES TO THE
 OU0398'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON BLADED ROAD FOR
 OU0398'0.5 MILE TO THE STATION ON THE RIGHT.
 OU0398'
 OU0398'SURFACE-STATION MARK, STAMPED HAWK 1955, IS A STANDARD DISK
 OU0398'SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE
 OU0398'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 OU0398'27 FEET EAST OF THE CENTER OF BLADED ROAD AND 4.5 FEET WEST OF
 OU0398'A NORTH-SOUTH FENCE.
 OU0398'
 OU0398'UNDERGROUND-STATION MARK, STAMPED HAWK 1955, IS A STANDARD
 OU0398'DISK SET IN THE TOP OF A MASS OF CONCRETE 36 INCHES BELOW THE
 OU0398'SURFACE OF THE GROUND, ITS CENTER BEING PLUMB WITH THE CENTER
 OU0398'OF THE SURFACE-STATION MARK.
 OU0398'
 OU0398'REFERENCE MARK 1, STAMPED HAWK NO 1 1955, IS A STANDARD DISK
 OU0398'SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE AND
 OU0398'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 OU0398'32 FEET EAST OF THE CENTER OF BLADED ROAD, 3 FEET WEST OF THE
 OU0398'FENCE AND ABOUT 12 INCHES LOWER IN ELEVATION THAN THE STATION
 OU0398'MARK.
 OU0398'
 OU0398'REFERENCE MARK 2, STAMPED HAWK NO 2 1955, IS A STANDARD DISK
 OU0398'SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE AND
 OU0398'PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 OU0398'21 FEET WEST OF THE BLADED ROAD AND ABOUT THE SAME ELEVATION
 OU0398'AS THE STATION MARK.
 OU0398'
 OU0398'AZIMUTH MARK, STAMPED HAWK 1955, IS A STANDARD DISK SET IN THE
 OU0398'TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE AND PROJECTS
 OU0398'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 12
 OU0398'INCHES WEST OF A POWER LINE POLE AND 30 FEET WEST OF THE CENTER
 OU0398'OF THE BLADED ROAD.
 OU0398'
 OU0398'OBSERVATIONS WERE MADE FROM THE TOP OF A 4 FOOT STAND.
 OU0398
 OU0398                          STATION RECOVERY (1962)
 OU0398
 OU0398'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0398'ALL STATION MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0578 ***********************************************************************
 MP0578  DESIGNATION -  HAY
 MP0578  PID         -  MP0578
 MP0578  STATE/COUNTY-  WY/CARBON
 MP0578  USGS QUAD   -  ELMO (1982)
 MP0578
 MP0578                         *CURRENT SURVEY CONTROL
 MP0578  ___________________________________________________________________
 MP0578* NAD 83(1993)-  41 59 14.45010(N)    106 37 25.78358(W)     ADJUSTED  
 MP0578* NAVD 88     -      2043.4    (meters)    6704.     (feet)  VERTCON   
 MP0578  ___________________________________________________________________
 MP0578  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 MP0578  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 MP0578
 MP0578  HORZ ORDER  -  THIRD
 MP0578
 MP0578.The horizontal coordinates were established by classical geodetic methods
 MP0578.and adjusted by the National Geodetic Survey in January 1997..
 MP0578
 MP0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0578
 MP0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0578
 MP0578.The geoid height was determined by GEOID03.
 MP0578
 MP0578;                    North         East     Units Scale Factor Converg.
 MP0578;SPC WYEC     -   265,415.941   458,791.123   MT  0.99998002   +0 28 28.7
 MP0578;UTM  13      - 4,649,646.695   365,489.801   MT  0.99982263   -1 05 11.2
 MP0578
 MP0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0578!SPC WYEC     -   0.99968180  x   0.99998002  =   0.99966182
 MP0578!UTM  13      -   0.99968180  x   0.99982263  =   0.99950448
 MP0578
 MP0578:                Primary Azimuth Mark                     Grid Az
 MP0578:SPC WYEC     -  CAMPBELL                                 256 38 09.4
 MP0578:UTM  13      -  CAMPBELL                                 258 11 49.3
 MP0578
 MP0578|---------------------------------------------------------------------|
 MP0578| PID    Reference Object                     Distance      Geod. Az  |
 MP0578|                                                           dddmmss.s |
 MP0578| MP0583 CAMPBELL                            APPROX. 5.6 KM 2570638.1 |
 MP0578|---------------------------------------------------------------------|
 MP0578
 MP0578                          SUPERSEDED SURVEY CONTROL
 MP0578
 MP0578  NAD 83(1986)-  41 59 14.43673(N)    106 37 25.77496(W) AD(       ) 3
 MP0578  NAD 27      -  41 59 14.57146(N)    106 37 23.67170(W) AD(       ) 3
 MP0578  NGVD 29 (07/19/86) 2042.2    (m)         6700.     (f) VERT ANG       
 MP0578
 MP0578.Superseded values are not recommended for survey control.
 MP0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0578.See file dsdata.txt to determine how the superseded data were derived.
 MP0578
 MP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG6549049647(NAD 83)
 MP0578_MARKER: DD = SURVEY DISK
 MP0578_SETTING: 0 = UNSPECIFIED SETTING
 MP0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0578
 MP0578  HISTORY     - Date     Condition        Report By
 MP0578  HISTORY     - 1951     MONUMENTED       USGS
 MP0578
 MP0578                          STATION DESCRIPTION
 MP0578
 MP0578'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0578'STATION IS LOCATED 8.5 MI. N. AND 3 MI. W OF HANNA, WYOMING.
 MP0578'TO REACH FROM THE UNION PACIFIC COMPANY STORE IN HANNA PROCEED
 MP0578'EASTERLY ALONG U.S. HWY. 30 0.15 MI., TURN LEFT AND FOLLOW THE
 MP0578'---HANNA-LEO--- RD. NORTHERLY 6.0 MI. TO RD. TRACK W., THENCE LEFT
 MP0578'PASSING S. OF OLD CORRAL, CONTINUING W. 1.8 MI. TO OLD BLADED RD.
 MP0578'T-INTERSECTION, THEN RIGHT 3.2 MI. TO FORK BY HAYSTACK, THEN RIGHT NE.
 MP0578'0.3 MI. TO FORK.  THEN LEFT, NORTHERLY 1.5 MI. TO STATION.  STATION
 MP0578'LIES 450 FT. W. OF RD. ON SANDSTONE OUTCROP IN GRASSY SLOPE ON RIDGE.
 MP0578'
 MP0578'STATION MARK - STANDARD TABLET SET IN SANDSTONE ON SLOPE, STAMPED
 MP0578'---LFR-HAY 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0402 ***********************************************************************
 OU0402  DESIGNATION -  HAY
 OU0402  PID         -  OU0402
 OU0402  STATE/COUNTY-  WY/CAMPBELL
 OU0402  USGS QUAD   -  RENO JUNCTION (1971)
 OU0402
 OU0402                         *CURRENT SURVEY CONTROL
 OU0402  ___________________________________________________________________
 OU0402* NAD 83(1993)-  43 49 46.67262(N)    105 27 32.29164(W)     ADJUSTED  
 OU0402* NAVD 88     -      1513.0    (meters)    4964.     (feet)  VERTCON   
 OU0402  ___________________________________________________________________
 OU0402  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 OU0402  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 OU0402
 OU0402  HORZ ORDER  -  THIRD
 OU0402
 OU0402.The horizontal coordinates were established by classical geodetic methods
 OU0402.and adjusted by the National Geodetic Survey in January 1997..
 OU0402
 OU0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0402
 OU0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0402
 OU0402.The geoid height was determined by GEOID03.
 OU0402
 OU0402;                    North         East     Units Scale Factor Converg.
 OU0402;SPC WY E     -   369,862.267   176,489.954   MT  0.99994430   -0 12 08.7
 OU0402;UTM  13      - 4,853,053.004   463,097.348   MT  0.99961675   -0 19 04.3
 OU0402
 OU0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0402!SPC WY E     -   0.99976513  x   0.99994430  =   0.99970944
 OU0402!UTM  13      -   0.99976513  x   0.99961675  =   0.99938197
 OU0402
 OU0402|---------------------------------------------------------------------|
 OU0402| PID    Reference Object                     Distance      Geod. Az  |
 OU0402|                                                           dddmmss.s |
 OU0402| CQ3924 HAY RM 1                              9.077 METERS 02440     |
 OU0402| CQ3925 HAY RM 2                              8.444 METERS 22743     |
 OU0402| CQ3923 HAY AZ MK                                          2582052.7 |
 OU0402|---------------------------------------------------------------------|
 OU0402
 OU0402                          SUPERSEDED SURVEY CONTROL
 OU0402
 OU0402  NAD 83(1986)-  43 49 46.65472(N)    105 27 32.26676(W) AD(       ) 3
 OU0402  NAD 27      -  43 49 46.75900(N)    105 27 30.28800(W) AD(       ) 3
 OU0402  NGVD 29 (07/19/86) 1512.2    (m)         4961.     (f) VERT ANG       
 OU0402
 OU0402.Superseded values are not recommended for survey control.
 OU0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0402.See file dsdata.txt to determine how the superseded data were derived.
 OU0402
 OU0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ6309753053(NAD 83)
 OU0402_MARKER: DS = TRIANGULATION STATION DISK
 OU0402_SETTING: 0 = UNSPECIFIED SETTING
 OU0402
 OU0402  HISTORY     - Date     Condition        Report By
 OU0402  HISTORY     - 1955     MONUMENTED       CGS
 OU0402  HISTORY     - 1962     GOOD             USFS
 OU0402  HISTORY     - 1971     GOOD             USGS
 OU0402
 OU0402                          STATION DESCRIPTION
 OU0402
 OU0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0402'THE STATION IS ABOUT 32 MILES (AIRLINE) SOUTH OF GILLETTE,
 OU0402'ABOUT 0.4 MILE EAST OF STATE HIGHWAY 59, AND ABOUT 0.1 MILE NORTH
 OU0402'OF HAY CREEK.  THE STATION IS IN THE NORTHWEST QUARTER OF SECTION
 OU0402'36. T. 45 N., R. 72 W., ON A HIGH ROUND GRASS-COVERED HILL,
 OU0402'ON PROPERTY OWNED BY MR. ROBERT WRIGHT.
 OU0402'
 OU0402'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO EAST
 OU0402'ON EAST THIRD STREET 0.45 MILE TO STATE HIGHWAY 59.  TURN RIGHT,
 OU0402'SOUTH, AND FOLLOW HIGHWAY 24.4 MILES TO A BRIDGE CROSSING
 OU0402'THE BELLE FOURCHE RIVER.  CONTINUE SOUTH ON HIGHWAY 5.3 MILES
 OU0402'TO A SIDE ROAD LEFT.  CONTINUE SOUTH ON HIGHWAY 1.6 MILES TO
 OU0402'A GATE ON LEFT, AND AZIMUTH MARK ON SOUTH SIDE OF GATE.  PASS
 OU0402'THROUGH GATE, GO NORTHEAST AND EAST ON A TRACK ROAD 0.4 MILE
 OU0402'TO BASE OF HILL AND THE END OF TRUCK TRAVEL.  PACK NORTH,
 OU0402'ABOUT 150 YARDS TO HIGHEST PART OF HILL AND THE STATION.
 OU0402'ABOUT A 5 MINUTE PACK.
 OU0402'
 OU0402'STATION MARK, A STANDARD DISK STAMPED HAY 1955, IS BRAZED TO THE
 OU0402'TOP OF A 3-INCH PIPE WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 OU0402'NO UNDERGROUND STATION MARK ESTABLISHED.
 OU0402'
 OU0402'REFERENCE MARK 1, A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 OU0402'A BOULDER, AND STAMPED HAY NO 1 1955, IS ABOUT 1 FOOT LOWER
 OU0402'THAN STATION, ON THE NORTH SLOPE OF HILL.  THE BOULDER IS ABOUT
 OU0402'2 FEET IN DIAMETER AND PROJECTS 16 INCHES ABOVE GROUND.
 OU0402'
 OU0402'REFERENCE MARK 2, A STANDARD DISK STAMPED HAY NO 2 1955, IS
 OU0402'BRAZED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 9 INCHES
 OU0402'ABOVE GROUND.  THE PIPE MARK IS ABOUT 18 INCHES LOWER THAN
 OU0402'STATION, ON THE SOUTH SLOPE OF HILL.
 OU0402'
 OU0402'AZIMUTH MARK, A STANDARD DISK SET IN A 12 IN BY 12 IN CONCRETE
 OU0402'POST, AND STAMPED HAY 1955, IS AT THE EAST RIGHT-OF-WAY FENCE,
 OU0402'55 FEET EAST OF THE CENTER LINE OF HIGHWAY, 33 FEET SOUTH OF
 OU0402'A TRACK ROAD, AND 4.8 FEET SOUTHEAST OF A STANDARD WITNESS POST.
 OU0402'THE MARK PROJECTS 5 INCHES ABOVE GROUND.
 OU0402'
 OU0402'NOTE--A 4 FT. STAND WAS USED.
 OU0402
 OU0402                          STATION RECOVERY (1962)
 OU0402
 OU0402'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0402'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 OU0402
 OU0402                          STATION RECOVERY (1971)
 OU0402
 OU0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WCN)
 OU0402'STATION MARK--STANDARD USC AND GS DISK, BRACED TO THE TOP OF A 3 IN.
 OU0402'PIPE, WHICH PROJECTS ABOUT 0.4 FT., STAMPED ---HAY 1955---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0455 ***********************************************************************
 PV0455  DESIGNATION -  HAY
 PV0455  PID         -  PV0455
 PV0455  STATE/COUNTY-  WY/CROOK
 PV0455  USGS QUAD   -  SLAUGHTER RESERVOIR (1984)
 PV0455
 PV0455                         *CURRENT SURVEY CONTROL
 PV0455  ___________________________________________________________________
 PV0455* NAD 83(1993)-  44 37 55.26810(N)    104 03 52.59249(W)     ADJUSTED  
 PV0455* NAVD 88     -      1205.3    (meters)    3954.     (feet)  VERTCON   
 PV0455  ___________________________________________________________________
 PV0455  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 PV0455  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 PV0455
 PV0455  HORZ ORDER  -  THIRD
 PV0455
 PV0455.The horizontal coordinates were established by classical geodetic methods
 PV0455.and adjusted by the National Geodetic Survey in January 1998..
 PV0455
 PV0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0455
 PV0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0455
 PV0455.The geoid height was determined by GEOID03.
 PV0455
 PV0455;                    North         East     Units Scale Factor Converg.
 PV0455;SPC WY E     -   459,564.725   287,442.761   MT  1.00003150   +0 46 27.5
 PV0455;UTM  13      - 4,942,499.193   574,193.526   MT  0.99966769   +0 39 25.9
 PV0455
 PV0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0455!SPC WY E     -   0.99981335  x   1.00003150  =   0.99984484
 PV0455!UTM  13      -   0.99981335  x   0.99966769  =   0.99948110
 PV0455
 PV0455:                Primary Azimuth Mark                     Grid Az
 PV0455:SPC WY E     -  SCHOOLMARM                               252 04 53.7
 PV0455:UTM  13      -  SCHOOLMARM                               252 11 55.3
 PV0455
 PV0455|---------------------------------------------------------------------|
 PV0455| PID    Reference Object                     Distance      Geod. Az  |
 PV0455|                                                           dddmmss.s |
 PV0455| PV0460 SCHOOLMARM                          APPROX.13.2 KM 2525121.2 |
 PV0455|---------------------------------------------------------------------|
 PV0455
 PV0455                          SUPERSEDED SURVEY CONTROL
 PV0455
 PV0455  NAD 83(1993)-  44 37 55.26625(N)    104 03 52.59447(W) AD(       ) 3
 PV0455  NAD 83(1986)-  44 37 55.25868(N)    104 03 52.58560(W) AD(       ) 3
 PV0455  NAD 27      -  44 37 55.31135(N)    104 03 50.81450(W) AD(       ) 3
 PV0455  NGVD 29 (07/19/86) 1204.8    (m)         3953.     (f) VERT ANG       
 PV0455
 PV0455.Superseded values are not recommended for survey control.
 PV0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0455.See file dsdata.txt to determine how the superseded data were derived.
 PV0455
 PV0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7419442499(NAD 83)
 PV0455_MARKER: DD = SURVEY DISK
 PV0455_SETTING: 0 = UNSPECIFIED SETTING
 PV0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0455
 PV0455  HISTORY     - Date     Condition        Report By
 PV0455  HISTORY     - 1953     MONUMENTED       USGS
 PV0455
 PV0455                          STATION DESCRIPTION
 PV0455
 PV0455'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0455'STATION IS LOCATED ABOUT 5.5 MI. (AIRLINE) E. OF ALADDIN, ABOUT 1.5
 PV0455'MI. S. OF HAY CREEK, IN A CLEARING OF A HIGH, PARTLY TIMBERED, ROCKY
 PV0455'N-S. RIDGE ON THE NELSON RANCH IN SEC. 33, R 60 W, T 54 N.
 PV0455'
 PV0455'TO REACH FROM ALADDIN, GO E. ON STATE SECONDARY NO. 111 7.1 MI. TO A
 PV0455'T-RD. S. ABOUT 300 FT. W. OF THE SOUTH DAKOTA STATE LINE, TURN RIGHT
 PV0455'(S.) THROUGH GATE AND GO 1.1 MI., TURN RIGHT (W.) OFF OF RD. AND GO
 PV0455'0.1 MI. TO TOP OF RIDGE, LEAVE VEHICLE AND FOLLOW TOP OF RIDGE N.
 PV0455'ABOUT 500 FT. TO CLEARING ON RIDGE AND STATION.
 PV0455'
 PV0455'STATION MARK--A STANDARD TABLET STAMPED ---HAY 1953--- AND SET IN A
 PV0455'4 IN. IRON PIPE.
 PV0455'
 PV0455'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0339 ***********************************************************************
 OV0339  DESIGNATION -  HAYS
 OV0339  PID         -  OV0339
 OV0339  STATE/COUNTY-  WY/JOHNSON
 OV0339  USGS QUAD   -  FOURMILE RESERVOIR (1961)
 OV0339
 OV0339                         *CURRENT SURVEY CONTROL
 OV0339  ___________________________________________________________________
 OV0339* NAD 83(1993)-  43 50 04.51134(N)    106 24 56.34107(W)     ADJUSTED  
 OV0339* NAVD 88     -      1476.9    (meters)    4845.     (feet)  VERTCON   
 OV0339  ___________________________________________________________________
 OV0339  LAPLACE CORR-          -7.83  (seconds)                    DEFLEC99
 OV0339  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 OV0339  OBS GRAVITY -     980,054.0   (mgal)                       GRAV_OBS
 OV0339
 OV0339  HORZ ORDER  -  THIRD
 OV0339  VERT ORDER  -  THIRD ? (See Below)
 OV0339
 OV0339.The horizontal coordinates were established by classical geodetic methods
 OV0339.and adjusted by the National Geodetic Survey in January 1997..
 OV0339
 OV0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0339.The vertical order pertains to the NGVD 29 superseded value.
 OV0339
 OV0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0339
 OV0339.The geoid height was determined by GEOID03.
 OV0339.The observed gravity was obtained from relative gravimeter ties
 OV0339.to the IGSN71 gravity network.
 OV0339
 OV0339;                    North         East     Units Scale Factor Converg.
 OV0339;SPC WYEC     -   470,780.629   473,803.566   MT  1.00000447   +0 38 08.1
 OV0339;UTM  13      - 4,854,474.890   386,186.153   MT  0.99975932   -0 58 50.0
 OV0339
 OV0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0339!SPC WYEC     -   0.99977063  x   1.00000447  =   0.99977510
 OV0339!UTM  13      -   0.99977063  x   0.99975932  =   0.99953001
 OV0339
 OV0339:                Primary Azimuth Mark                     Grid Az
 OV0339:SPC WYEC     -  HESSE                                    063 33 23.9
 OV0339:UTM  13      -  HESSE                                    065 10 22.0
 OV0339
 OV0339|---------------------------------------------------------------------|
 OV0339| PID    Reference Object                     Distance      Geod. Az  |
 OV0339|                                                           dddmmss.s |
 OV0339| OV0338 HESSE                               APPROX. 8.5 KM 0641132.0 |
 OV0339|---------------------------------------------------------------------|
 OV0339
 OV0339                          SUPERSEDED SURVEY CONTROL
 OV0339
 OV0339  NAD 83(1986)-  43 50 04.49336(N)    106 24 56.31267(W) AD(       ) 3
 OV0339  NAD 27      -  43 50 04.57859(N)    106 24 54.18926(W) AD(       ) 3
 OV0339  NGVD 29 (07/19/86) 1476.1    (m)         4843.     (f) LEVELING    3  
 OV0339
 OV0339.Superseded values are not recommended for survey control.
 OV0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0339.See file dsdata.txt to determine how the superseded data were derived.
 OV0339
 OV0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ8618654475(NAD 83)
 OV0339_MARKER: DD = SURVEY DISK
 OV0339_SETTING: 0 = UNSPECIFIED SETTING
 OV0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0339
 OV0339  HISTORY     - Date     Condition        Report By
 OV0339  HISTORY     - 1958     MONUMENTED       USGS
 OV0339
 OV0339                          STATION DESCRIPTION
 OV0339
 OV0339'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0339'STATION IS LOCATED ON A HIGH HILL ABOUT 11.0 MI. AIR NW. OF SUSSEX,
 OV0339'WYOMING, AND ABOUT 14.0 MI. AIR NE. OF KAYCEE,WYOMING.
 OV0339'
 OV0339'TO REACH STATION FROM SUSSEX POST OFFICE, FOLLOW STATE SECONDARY
 OV0339'HIGHWAY 1002 N. AND W. FOR 5.0 MI. TO A T-RD. N., THENCE N. ALONG MAIN
 OV0339'TRAVELED GRADED RD. FOR 10.3 MI. TO TOP OF RIDGE AND STATION SITE.
 OV0339'STATION IS 60 FT. E. OF RD.
 OV0339'
 OV0339'STATION MARK - STANDARD TABLET STAMPED --- HAYS 1958 ---, SET IN A
 OV0339'CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 OV0339'
 OV0339'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0441 ***********************************************************************
 MQ0441  DESIGNATION -  HAYSTACK
 MQ0441  PID         -  MQ0441
 MQ0441  STATE/COUNTY-  WY/SWEETWATER
 MQ0441  USGS QUAD   -  FORT LA CLEDE NE (1970)
 MQ0441
 MQ0441                         *CURRENT SURVEY CONTROL
 MQ0441  ___________________________________________________________________
 MQ0441* NAD 83(1993)-  41 23 32.44679(N)    108 17 22.01110(W)     ADJUSTED  
 MQ0441* NAVD 88     -      2311.8    (meters)    7585.     (feet)  VERTCON   
 MQ0441  ___________________________________________________________________
 MQ0441  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MQ0441  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 MQ0441
 MQ0441  HORZ ORDER  -  SECOND
 MQ0441
 MQ0441.The horizontal coordinates were established by classical geodetic methods
 MQ0441.and adjusted by the National Geodetic Survey in January 1997..
 MQ0441
 MQ0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0441
 MQ0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0441
 MQ0441.The geoid height was determined by GEOID03.
 MQ0441
 MQ0441;                    North         East     Units Scale Factor Converg.
 MQ0441;SPC WYWC     -    99,193.783   638,515.627   MT  0.99995575   +0 18 16.3
 MQ0441;UTM  12      - 4,585,858.465   726,615.238   MT  1.00023205   +1 47 34.8
 MQ0441
 MQ0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0441!SPC WYWC     -   0.99963988  x   0.99995575  =   0.99959565
 MQ0441!UTM  12      -   0.99963988  x   1.00023205  =   0.99987185
 MQ0441
 MQ0441|---------------------------------------------------------------------|
 MQ0441| PID    Reference Object                     Distance      Geod. Az  |
 MQ0441|                                                           dddmmss.s |
 MQ0441| CP5522 HAYSTACK RM 1                         6.745 METERS 03353     |
 MQ0441| CP5521 HAYSTACK AZ MK                                     0884346.8 |
 MQ0441| CP5523 HAYSTACK RM 2                        13.379 METERS 14732     |
 MQ0441|---------------------------------------------------------------------|
 MQ0441
 MQ0441                          SUPERSEDED SURVEY CONTROL
 MQ0441
 MQ0441  NAD 83(1986)-  41 23 32.43551(N)    108 17 22.00151(W) AD(       ) 2
 MQ0441  NAD 27      -  41 23 32.56900(N)    108 17 19.65300(W) AD(       ) 2
 MQ0441  NGVD 29 (07/19/86) 2310.4    (m)         7580.     (f) VERT ANG       
 MQ0441
 MQ0441.Superseded values are not recommended for survey control.
 MQ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0441.See file dsdata.txt to determine how the superseded data were derived.
 MQ0441
 MQ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYL2661585858(NAD 83)
 MQ0441_MARKER: DS = TRIANGULATION STATION DISK
 MQ0441_SETTING: 80 = SET IN A BOULDER
 MQ0441_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MQ0441
 MQ0441  HISTORY     - Date     Condition        Report By
 MQ0441  HISTORY     - 1937     MONUMENTED       CGS
 MQ0441  HISTORY     - 1970     GOOD             USGS
 MQ0441
 MQ0441                          STATION DESCRIPTION
 MQ0441
 MQ0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MQ0441'STATION IS LOCATED ABOUT 18 MILES SE OF BITTER CREEK, WYOMING,
 MQ0441'AND IS 28 MILES W AND 4 MILES N OF DAD POST OFFICE.  STATION
 MQ0441'IS ON TOP OF ONE OF THE HIGH POINTS ON HAYSTACK MOUNTAIN
 MQ0441'ABOUT 9 MILES W OF THE E END OF THE MOUNTAINS.
 MQ0441'
 MQ0441'STATION MARK IS A STANDARD DISK IN A DRILL HOLE SET IN TOP
 MQ0441'OF A 6- BY 10-FOOT BOULDER THAT PROJECTS 6 FEET ABOVE THE
 MQ0441'GROUND.
 MQ0441'
 MQ0441'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES IN
 MQ0441'BOULDERS.
 MQ0441'
 MQ0441'REACHED FROM BAGGS BY GOING N ON STATE HIGHWAY 87 (PAVED)
 MQ0441'FOR 22 MILES TO CROSSROADS AND A SIGN POINTING TO DAD.  THENCE
 MQ0441'LEAVE STATE HIGHWAY 87, TURN LEFT AND GO 0.35 MILE TO DAD
 MQ0441'POST OFFICE.  THENCE CONTINUE W ACROSS A STEEL BRIDGE AND
 MQ0441'NORTHERLY ON AN OLD GRADED ROAD FOR 11.2 MILES TO A WOOD
 MQ0441'BRIDGE.  THENCE CONTINUE ON GRADED ROAD FOR 0.8 MILE TO
 MQ0441'WHERE A WELL TRAVELED TRAIL ROAD GOES LEFT.  THENCE GO W
 MQ0441'ON THIS ROAD FOR 0.15 MILE TO A THREE FORK ROAD.  THENCE
 MQ0441'TAKE MIDDLE FORK NW FOR 0.05 MILE TO WHERE A ROAD COMES
 MQ0441'IN ON THE LEFT AT THE TOP OF THE RIDGE.  THENCE CONTINUE
 MQ0441'NORTHERLY ON ROAD ALONG TOP OF RIDGE FOR 0.85 MILE TO A
 MQ0441'FORK.  THENCE LEFT FORK FOR 1.85 MILES TO A FORK.  THENCE
 MQ0441'RIGHT FORK FOR 0.85 MILE TO STATION DAD.  THENCE CONTINUE
 MQ0441'FOR 0.1 MILE TO A FORK, THENCE LEFT FORK NW FOR 0.85 MILE
 MQ0441'TO A RED SHED AND CONTINUE N AND NW FOR 0.8 MILE TO WHERE
 MQ0441'A ROAD COMES IN ON THE RIGHT.  THENCE CONTINUE WESTERLY
 MQ0441'FOR 3.3 MILES TO A DIM FORK.  THENCE RIGHT FORK ON
 MQ0441'MAIN-TRAVELED ROAD WESTERLY FOR 2.4 MILES TO A DIM FORK
 MQ0441'ABOUT 0.1 MILE BEFORE ARRIVING AT A TIN SHED.  THENCE TURN
 MQ0441'LEFT AND GO S ACROSS A WASH FOR 0.2 MILE TO A FORK.  THENCE
 MQ0441'RIGHT FORK S AND WESTERLY UP VALLEY FOR 0.95 MILE TO WHERE
 MQ0441'A ROAD COMES IN ON THE RIGHT.  THENCE CONTINUE LEFT UP HILL
 MQ0441'S AND W FOR 0.55 MILE TO A FORK.  THENCE A LEFT FORK ON
 MQ0441'MAIN-TRAVELED ROAD SOUTHWESTERLY ACROSS FLAT COUNTRY FOR
 MQ0441'5.85 MILES TO A TRAPPERS CAMP AND A SPRING KNOWN AS WILD
 MQ0441'ROSE SPRING.  THENCE ACROSS WASH JUST AFTER PASSING CAMP
 MQ0441'AND GO SOUTHERLY UP HILL AND ALONG TOP OF RIDGE FOR
 MQ0441'0.55 MILE TO A FORK.  THENCE RIGHT AND GO SW AND WESTERLY
 MQ0441'FOR 6.15 MILES TO A TRIANGLE TRENCH ABOUT 8 FEET TO THE
 MQ0441'LEFT OF ROAD EDGE.  THENCE LEAVE ROAD AND GO SW FOR ABOUT
 MQ0441'100 YARDS AND PICK UP A CATTLE TRAIL AND FOLLOW IT WESTERLY
 MQ0441'OVER BARE HILL AND UP A SMALL VALLEY FOR 1.0 MILE TO THE
 MQ0441'END OF TRAIL.  THEN HEAD SOUTHERLY ACROSS COUNTRY TO THE
 MQ0441'NEAREST AND HIGHEST PEAK ON THE MOUNTAIN FOR 1.8 MILES TO A
 MQ0441'CATTLE TRAIL ABOUT 100 YARDS BEFORE ARRIVING AT THE BASE
 MQ0441'OF THE MOUNTAINS.  THENCE TURN RIGHT ON THIS TRAIL ALONG THE
 MQ0441'BASE OF THE MOUNTAINS FOR 0.5 MILE TO A WILD HORSE TRAP.  THENCE
 MQ0441'FOLLOW ALONG THE RIGHT SIDE OF HORSE TRAP FOR 0.1 MILE TO
 MQ0441'THE CORRALS AT THE END OF THE TRAP.  THENCE CONTINUE SW
 MQ0441'ON A DIM ROAD AROUND A CHALK BUTTE FOR 0.3 MILE THENCE
 MQ0441'LEAVE ROAD, TURN LEFT AND GO 0.05 MILE TO THE BASE OF
 MQ0441'THE MOUNTAIN AND A WASH WHICH IS THE END OF TRUCK TRAVEL.
 MQ0441'PACK UP CANYON THEN UP MOUNTAIN TO THE HIGHEST POINT AND
 MQ0441'STATION.
 MQ0441'
 MQ0441'REFERENCE MARK NO. 1, IS ON A 6- BY 12-FOOT POINTED BOULDER.
 MQ0441'
 MQ0441'REFERENCE MARK NO. 2, IS SET IN A FLAT-TOPPED 10- BY 14-FOOT
 MQ0441'BOULDER.
 MQ0441'
 MQ0441'AZIMUTH MARK IS SET IN TOP OF A 9- BY 9-FOOT BOULDER PROJECTING
 MQ0441'5 FEET ABOVE THE GROUND.
 MQ0441
 MQ0441                          STATION RECOVERY (1970)
 MQ0441
 MQ0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GDF)
 MQ0441'STATION MARKS IN GOOD CONDITION
 MQ0441'
 MQ0441'AZ. MK. NOT SEARCHED FOR
 MQ0441'
 MQ0441'WAMSUTTER, U.P.R.R. X-ING, SOUTH ON GRADED ROAD 7.3 MILES TO
 MQ0441'T-RD.  RIGHT ON GRADED ROAD 6.6 MILES TO FORK.  LEFT 4.6 MILES
 MQ0441'TO JCT.  RIGHT ACROSS DAM LIKE FILL 1.3 MILES TO T-RD.  RIGHT
 MQ0441'0.6 MILES TO FK.  LEFT 6.5 MILES TO Y-RD.  LEFT 0.6 MILE TO
 MQ0441'DOZER TRAIL.  RIGHT ON DOZER TRAIL 5.5 MILES TO DRAIN.  TURN
 MQ0441'LEFT, SOUTH UP DRAIN, CROSS COUNTRY, TO TRACK RD. SE. THENCE
 MQ0441'AROUND SIDE RIDGE POINTING EAST AND BACK WEST TO BASE OF ONLY
 MQ0441'WOODED RIDGE IN AREA, TOTAL DISTANCE 0.9 MILE.  LEAVE TRUCK,
 MQ0441'PACK SOUTH TO MAIN RIDGE THEN WEST AND SOUTH TO HIGHEST PT.
 MQ0441'ABOUT 1 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0438 ***********************************************************************
 NR0438  DESIGNATION -  HAYSTACK
 NR0438  PID         -  NR0438
 NR0438  STATE/COUNTY-  WY/CARBON
 NR0438  USGS QUAD   -  WILD HORSE MOUNTAIN (1982)
 NR0438
 NR0438                         *CURRENT SURVEY CONTROL
 NR0438  ___________________________________________________________________
 NR0438* NAD 83(1993)-  42 00 39.75134(N)    107 06 02.50521(W)     ADJUSTED  
 NR0438* NAVD 88     -      2281.2    (meters)    7484.     (feet)  VERTCON   
 NR0438  ___________________________________________________________________
 NR0438  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 NR0438  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 NR0438
 NR0438  HORZ ORDER  -  THIRD
 NR0438
 NR0438.The horizontal coordinates were established by classical geodetic methods
 NR0438.and adjusted by the National Geodetic Survey in January 1997..
 NR0438
 NR0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0438
 NR0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0438
 NR0438.The geoid height was determined by GEOID03.
 NR0438
 NR0438;                    North         East     Units Scale Factor Converg.
 NR0438;SPC WYEC     -   267,830.299   419,269.658   MT  0.99994207   +0 09 20.5
 NR0438;UTM  13      - 4,653,136.920   326,051.312   MT  0.99997233   -1 24 22.7
 NR0438
 NR0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0438!SPC WYEC     -   0.99964448  x   0.99994207  =   0.99958657
 NR0438!UTM  13      -   0.99964448  x   0.99997233  =   0.99961682
 NR0438
 NR0438:                Primary Azimuth Mark                     Grid Az
 NR0438:SPC WYEC     -  OIL RIG                                  154 03 11.8
 NR0438:UTM  13      -  OIL RIG                                  155 36 55.0
 NR0438
 NR0438|---------------------------------------------------------------------|
 NR0438| PID    Reference Object                     Distance      Geod. Az  |
 NR0438|                                                           dddmmss.s |
 NR0438| MP0603 OIL RIG                             APPROX. 5.2 KM 1541232.3 |
 NR0438|---------------------------------------------------------------------|
 NR0438
 NR0438                          SUPERSEDED SURVEY CONTROL
 NR0438
 NR0438  NAD 83(1986)-  42 00 39.73902(N)    107 06 02.49708(W) AD(       ) 3
 NR0438  NAD 27      -  42 00 39.88832(N)    107 06 00.31601(W) AD(       ) 3
 NR0438  NGVD 29 (07/19/86) 2280.0    (m)         7480.     (f) VERT ANG       
 NR0438
 NR0438.Superseded values are not recommended for survey control.
 NR0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0438.See file dsdata.txt to determine how the superseded data were derived.
 NR0438
 NR0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2605153137(NAD 83)
 NR0438_MARKER: DD = SURVEY DISK
 NR0438_SETTING: 0 = UNSPECIFIED SETTING
 NR0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0438
 NR0438  HISTORY     - Date     Condition        Report By
 NR0438  HISTORY     - 1951     MONUMENTED       USGS
 NR0438
 NR0438                          STATION DESCRIPTION
 NR0438
 NR0438'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0438'STATION LOCATED ABOUT 16.0 MI. N. AND 0.5 MI. E. OF SINCLAIR, WYOMING
 NR0438'ON A PROMINENT PEAK IN THE HAYSTACK MOUNTAINS.
 NR0438'
 NR0438'TO REACH FROM SINCLAIR HOTEL, PROCEED W. ON U.S. HWY. 30  THREE BLOCKS
 NR0438'TO 7TH ST. THENCE N. 0.3 MI. TO CATTLEGUARD AND CROSSROAD.  THENCE NE.
 NR0438'ON MAIN TRAVELED ROAD 3.3 MI. TO CROSSROADS, THENCE RIGHT ON SEMINOE
 NR0438'DAM RD. 14.0 MI. TO TRACK RD. ON LEFT, THENCE LEFT 0.3 MI. TO FORK,
 NR0438'THENCE LEFT 1.3 MI. TO FORK, THENCE RIGHT 3.5 MI. TO POINT ON RD.WHICH
 NR0438'IS ABOUT MIDWAY BETWEEN TWO PROMINENT W-E. DRAINS, THENCE LEFT W.
 NR0438'PICKING WAY ABOUT 1.3 MI. TO TOP OF PEAK AND STATION.
 NR0438'
 NR0438'STATION MARK - STANDARD TABLET SET IN CONCRETE POST AND STAMPED
 NR0438'---HAYSTACK 1951 7482.---
 NR0438'
 NR0438'REFERENCE MARK NO.1 -STANDARD REFERENCE TABLET SET IN ROCK AND STAMPED
 NR0438'---HAYSTACK 1951 NO.1--- DISTANCE 90.4 FT., N 23 DEG 08 MIN E,
 NR0438'FROM STATION.
 NR0438'
 NR0438'REFERENCE MARK NO.2 STANDARD  REFERENCE TABLET SET IN ROCK AND STAMPED
 NR0438'---HAYSTACK 1951 NO.2---DISTANCE 168.8 FT., S 86 DEG 42 MIN W, FROM
 NR0438'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0483 ***********************************************************************
 NQ0483  DESIGNATION -  HAYSTACK
 NQ0483  PID         -  NQ0483
 NQ0483  STATE/COUNTY-  WY/GOSHEN
 NQ0483  USGS QUAD   -  GUERNSEY (1990)
 NQ0483
 NQ0483                         *CURRENT SURVEY CONTROL
 NQ0483  ___________________________________________________________________
 NQ0483* NAD 83(1993)-  42 20 29.10746(N)    104 38 07.03139(W)     ADJUSTED  
 NQ0483* NAVD 88     -      1722.0    (meters)    5650.     (feet)  VERTCON   
 NQ0483  ___________________________________________________________________
 NQ0483  LAPLACE CORR-          -8.00  (seconds)                    DEFLEC99
 NQ0483  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 NQ0483
 NQ0483  HORZ ORDER  -  FIRST
 NQ0483
 NQ0483.The horizontal coordinates were established by classical geodetic methods
 NQ0483.and adjusted by the National Geodetic Survey in January 1997..
 NQ0483
 NQ0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0483
 NQ0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0483
 NQ0483.The geoid height was determined by GEOID03.
 NQ0483
 NQ0483;                    North         East     Units Scale Factor Converg.
 NQ0483;SPC WY E     -   204,635.741   243,786.453   MT  0.99996108   +0 21 28.5
 NQ0483;UTM  13      - 4,687,749.091   530,042.726   MT  0.99961110   +0 14 44.4
 NQ0483
 NQ0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0483!SPC WY E     -   0.99973234  x   0.99996108  =   0.99969343
 NQ0483!UTM  13      -   0.99973234  x   0.99961110  =   0.99934355
 NQ0483
 NQ0483:                Primary Azimuth Mark                     Grid Az
 NQ0483:SPC WY E     -  HAYSTACK AZ MK                           001 11 41.7
 NQ0483:UTM  13      -  HAYSTACK AZ MK                           001 18 25.8
 NQ0483
 NQ0483|---------------------------------------------------------------------|
 NQ0483| PID    Reference Object                     Distance      Geod. Az  |
 NQ0483|                                                           dddmmss.s |
 NQ0483| CQ3932 HAYSTACK AZ MK                                     0013310.2 |
 NQ0483| CQ3934 HAYSTACK RM 2                        10.506 METERS 01954     |
 NQ0483| CQ3933 HAYSTACK RM                           3.295 METERS 30126     |
 NQ0483| CQ3935 HAYSTACK RM BLAZE                    19.000 METERS 30215     |
 NQ0483|---------------------------------------------------------------------|
 NQ0483
 NQ0483                          SUPERSEDED SURVEY CONTROL
 NQ0483
 NQ0483  NAD 83(1986)-  42 20 29.08325(N)    104 38 07.02556(W) AD(       ) 1
 NQ0483  NAD 27      -  42 20 29.19400(N)    104 38 05.17000(W) AD(       ) 1
 NQ0483  NGVD 29 (09/11/89) 1721.2    (m)         5647.     (f) VERT ANG       
 NQ0483
 NQ0483.Superseded values are not recommended for survey control.
 NQ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0483.See file dsdata.txt to determine how the superseded data were derived.
 NQ0483
 NQ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG3004387749(NAD 83)
 NQ0483_MARKER: DS = TRIANGULATION STATION DISK
 NQ0483_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0483
 NQ0483  HISTORY     - Date     Condition        Report By
 NQ0483  HISTORY     - 1912     MONUMENTED       CGS
 NQ0483  HISTORY     - 1947     GOOD             USGS
 NQ0483  HISTORY     - 1961     GOOD             USGS
 NQ0483  HISTORY     - 1963     SEE DESCRIPTION  CGS
 NQ0483
 NQ0483                          STATION DESCRIPTION
 NQ0483
 NQ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 NQ0483'ABOUT 7-1/2 MILES NORTHEAST OF GUERNSEY, 1-1/2 MILES N 79 DEG
 NQ0483'E (MAGNETIC) FROM CHICAGO IRON MINES, 1-1/2 MILES EAST OF
 NQ0483'GUERNSEY-RUSK WAGON ROAD, NEAR HIGHEST POINT AT WESTERN EDGE
 NQ0483'OF MIDDLE ONE OF THREE PEAKS OF HAYSTACK HILLS, AND ABOUT 1/4 MILE
 NQ0483'SOUTH OF SLIGHTLY LOWER RIDGE, KNOWN LOCALLY AS HAYSTACK HILL,
 NQ0483'WHICH HAS ABRUPT DESCENT AT NORTHWEST END AND NATURAL CAIRN AT
 NQ0483'SOUTHEAST END.  MARKED BY STANDARD STATION DISK SET IN SOLID
 NQ0483'ROCK.  REFERENCE MARK IS STANDARD REFERENCE DISK IN TOP OF
 NQ0483'LARGE BOULDER, 3.293 METERS (10.80 FEET) FROM STATION IN
 NQ0483'AZIMUTH 121 DEG 52 MIN.  TRIANGULAR BLAZE ON PINE TREE IS 19
 NQ0483'METERS (62 FEET) FROM STATION N 57 DEG 45 MIN W.
 NQ0483
 NQ0483                          STATION RECOVERY (1947)
 NQ0483
 NQ0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 NQ0483'RECOVERY NOTE BY USGS, 1947--EXCEPT FOR THE FOLLOWING NOTE STATION
 NQ0483'AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 NQ0483'
 NQ0483'THE STATION AND REFERENCE MARKS HAD NOT BEEN STAMPED BY THE NGS.  THE
 NQ0483'USGS FIELD ENGINEER STAMPED BOTH DISKS ---HAYSTACK 1912---.
 NQ0483
 NQ0483                          STATION RECOVERY (1961)
 NQ0483
 NQ0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NQ0483'RECOVERED.
 NQ0483
 NQ0483                          STATION RECOVERY (1963)
 NQ0483
 NQ0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0483'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE
 NQ0483'MARK WERE FOUND IN BATTERED BUT USABLE CONDITION AND STILL IN
 NQ0483'PLACE.  THE MARKS WERE REINFORCED WITH ADDITIONAL CONCRETE AND
 NQ0483'REFERENCE MARK 2 AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS
 NQ0483'PARTY.
 NQ0483'
 NQ0483'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 NQ0483'
 NQ0483'THE STATION IS LOCATED NEAR THE HIGHEST POINT OF THE MIDDLE
 NQ0483'ONE OF THREE PEAKS KNOWN LOCALLY AS HAYSTACK HILLS, ABOUT 5 MILES
 NQ0483'NORTH AND 5 MILES EAST OF GUERNSEY AND NEAR THE LINE BETWEEN
 NQ0483'SECTIONS 2 AND 3 T27N R65W.
 NQ0483'
 NQ0483'TO REACH THE STATION FROM THE POST OFFICE IN GUERNSEY GO NORTH
 NQ0483'1 BLOCK TO INTERSECTION WITH U.S. HIGHWAY 26, TURN RIGHT, EAST
 NQ0483'ON HIGHWAY 26 FOR 0.2 MILE TO A FORK AT SIGN HARTSVILLE 5, TAKE
 NQ0483'LEFT FORK EASTERLY FOR 1.25 MILES TO A T-INTERSECTION, TURN LEFT
 NQ0483'AND FOLLOW MACADAM ROAD NORTHERLY FOR 1.85 MILES TO A SIDE ROAD
 NQ0483'RIGHT, TURN RIGHT AND FOLLOW GRAVELED ROAD EASTERLY FOR 2.75
 NQ0483'MILES TO A RANCH ROAD RIGHT, TURN RIGHT ON RANCH ROAD, EAST,
 NQ0483'FOR 0.85 MILE TO RANCH HOUSE.  FROM THE RANCH HOUSE GO NORTH
 NQ0483'AND EAST ON TRACK ROAD FOR 0.1 MILE TO A GATE, PASS THROUGH GATE
 NQ0483'AND CONTINUE ON TRACK ROAD, EASTERLY, FOR 0.4 MILE TO A GATE, PASS
 NQ0483'THROUGH GATE AND CONTINUE ON TRACK ROAD, NORTHEASTERLY, FOR 0.7
 NQ0483'MILE TO A LET-DOWN GAP IN A NORTH-SOUTH FENCE, PASS THROUGH
 NQ0483'GAP AND CONTINUE ON TRACK ROAD, NORTHEASTERLY, FOR 0.4 MILE TO END
 NQ0483'OF TRUCK TRAVEL AT A BOULDER FILLED WASH.  FROM END OF TRUCK
 NQ0483'TRAVEL PACK EASTERLY ON TRAIL ALONG THE SOUTH SIDE OF THE WASH FOR
 NQ0483'ABOUT 1 MILE TO A SADDLE AT TOP OF RIDGE.  AT THIS POINT BEAR SOUTH
 NQ0483'FOLLOWING TRAIL FOR ABOUT 0.1 MILE TO A 14-INCH PINE TREE WITH
 NQ0483'TRIANGLE BLAZE ON THE NORTH SIDE, CONTINUE ON TRAIL FOR 55 FEET
 NQ0483'TO THE AZIMUTH MARK 66 FEET SOUTH OF TRAIL IN A LARGE BOULDER,
 NQ0483'CONTINUE ON TRAIL FOR ABOUT 0.3 MILE TO TOP OF PEAK AND STATION.
 NQ0483'
 NQ0483'THE STATION MARK WAS BATTERED SO THAT THE STAMPING WAS NOT
 NQ0483'LEGIBLE.  IT IS SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 NQ0483'8 INCHES.
 NQ0483'
 NQ0483'REFERENCE MARK 1 WAS ALSO BATTERED AND NOT LEGIBLE.  IT IS SET
 NQ0483'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET.
 NQ0483'
 NQ0483'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HAYSTACK NO 2 1912
 NQ0483'1963 SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.
 NQ0483'
 NQ0483'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAYSTACK 1912 1963
 NQ0483'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 FEET.  IT IS
 NQ0483'66 FEET SOUTH OF THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0534 ***********************************************************************
 MQ0534  DESIGNATION -  HAYSTACK
 MQ0534  PID         -  MQ0534
 MQ0534  STATE/COUNTY-  WY/SWEETWATER
 MQ0534  USGS QUAD   -  HAYSTACK FLATS (1970)
 MQ0534
 MQ0534                         *CURRENT SURVEY CONTROL
 MQ0534  ___________________________________________________________________
 MQ0534* NAD 83(1993)-  41 23 47.23955(N)    108 08 22.57172(W)     ADJUSTED  
 MQ0534* NAVD 88     -      2296.     (meters)    7533.     (feet)  SCALED    
 MQ0534  ___________________________________________________________________
 MQ0534  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 MQ0534  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 MQ0534
 MQ0534  HORZ ORDER  -  THIRD
 MQ0534
 MQ0534.The horizontal coordinates were established by classical geodetic methods
 MQ0534.and adjusted by the National Geodetic Survey in January 1997..
 MQ0534
 MQ0534.The orthometric height was scaled from a topographic map.
 MQ0534
 MQ0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0534
 MQ0534.The geoid height was determined by GEOID03.
 MQ0534
 MQ0534;                    North         East     Units Scale Factor Converg.
 MQ0534;SPC WYWC     -    99,727.562   651,043.819   MT  0.99996955   +0 24 13.1
 MQ0534;UTM  12      - 4,586,717.786   739,129.155   MT  1.00030379   +1 53 32.6
 MQ0534
 MQ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0534!SPC WYWC     -   0.99964231  x   0.99996955  =   0.99961187
 MQ0534!UTM  12      -   0.99964231  x   1.00030379  =   0.99994599
 MQ0534
 MQ0534:                Primary Azimuth Mark                     Grid Az
 MQ0534:SPC WYWC     -  DELANEY                                  001 57 32.2
 MQ0534:UTM  12      -  DELANEY                                  000 28 12.7
 MQ0534
 MQ0534|---------------------------------------------------------------------|
 MQ0534| PID    Reference Object                     Distance      Geod. Az  |
 MQ0534|                                                           dddmmss.s |
 MQ0534| MQ0533 DELANEY                             APPROX.21.4 KM 0022145.3 |
 MQ0534|---------------------------------------------------------------------|
 MQ0534
 MQ0534                          SUPERSEDED SURVEY CONTROL
 MQ0534
 MQ0534  NAD 83(1986)-  41 23 47.22370(N)    108 08 22.55427(W) AD(       ) 3
 MQ0534
 MQ0534.Superseded values are not recommended for survey control.
 MQ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0534.See file dsdata.txt to determine how the superseded data were derived.
 MQ0534
 MQ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYL3912986718(NAD 83)
 MQ0534_MARKER: DS = TRIANGULATION STATION DISK
 MQ0534_SETTING: 0 = UNSPECIFIED SETTING
 MQ0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0534
 MQ0534  HISTORY     - Date     Condition        Report By
 MQ0534  HISTORY     - 1912     MONUMENTED       USGS
 MQ0534
 MQ0534                          STATION DESCRIPTION
 MQ0534
 MQ0534'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MQ0534'IT IS NEAR THE CORNER OF SECTIONS 29, 30, 31, AND 32, T 1 N, R 95 W.
 MQ0534'
 MQ0534'ON HIGHEST POINT OF HAYSTACK MOUNTAIN AND ON TOP OF A ROCK LEDGE
 MQ0534'ABOUT 200 FT. S. OF GAP BETWEEN THE N. AND S. ENDS OF THE MOUNTAIN.
 MQ0534'THE S. END OF MOUNTAIN FALLS OFF INTO WHAT IS LOCALLY KNOWN AS
 MQ0534'--DOBY TOWN--, AND THE N. END TURNS W. FOR SOME DISTANCE.  THE
 MQ0534'STATION IS ABOUT 4 MI. A LITTLE S. OF W. FROM BARREL SPRINGS ON THE
 MQ0534'OLD EMIGRANT TRAIL AND ABOUT 18 MI. S. BY 9 MI. W. OF WAMSUTTER ON
 MQ0534'THE UNION PACIFIC RAILROAD.
 MQ0534'
 MQ0534'STATION MARK--BRONZE TABLET SET IN SOLID ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0176 ***********************************************************************
 NS0176  DESIGNATION -  HAZE
 NS0176  PID         -  NS0176
 NS0176  STATE/COUNTY-  WY/FREMONT
 NS0176  USGS QUAD   -  DEL MONTE RIDGE (1978)
 NS0176
 NS0176                         *CURRENT SURVEY CONTROL
 NS0176  ___________________________________________________________________
 NS0176* NAD 83(1993)-  42 44 41.52102(N)    108 28 56.79199(W)     ADJUSTED  
 NS0176* NAVD 88     -      1915.3    (meters)    6284.     (feet)  VERTCON   
 NS0176  ___________________________________________________________________
 NS0176  LAPLACE CORR-          -6.64  (seconds)                    DEFLEC99
 NS0176  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 NS0176
 NS0176  HORZ ORDER  -  THIRD
 NS0176
 NS0176.The horizontal coordinates were established by classical geodetic methods
 NS0176.and adjusted by the National Geodetic Survey in January 1997..
 NS0176
 NS0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0176
 NS0176.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0176
 NS0176.The geoid height was determined by GEOID03.
 NS0176
 NS0176;                    North         East     Units Scale Factor Converg.
 NS0176;SPC WYWC     -   249,347.470   621,905.607   MT  0.99994340   +0 10 53.8
 NS0176;UTM  12      - 4,735,556.992   706,054.283   MT  1.00012238   +1 42 33.7
 NS0176
 NS0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0176!SPC WYWC     -   0.99970172  x   0.99994340  =   0.99964514
 NS0176!UTM  12      -   0.99970172  x   1.00012238  =   0.99982407
 NS0176
 NS0176:                Primary Azimuth Mark                     Grid Az
 NS0176:SPC WYWC     -  BEAVER                                   044 43 44.3
 NS0176:UTM  12      -  BEAVER                                   043 12 04.4
 NS0176
 NS0176|---------------------------------------------------------------------|
 NS0176| PID    Reference Object                     Distance      Geod. Az  |
 NS0176|                                                           dddmmss.s |
 NS0176| NS0175 BEAVER                              APPROX. 0.7 KM 0445438.1 |
 NS0176|---------------------------------------------------------------------|
 NS0176
 NS0176                          SUPERSEDED SURVEY CONTROL
 NS0176
 NS0176  NAD 83(1986)-  42 44 41.50594(N)    108 28 56.79415(W) AD(       ) 3
 NS0176  NAD 27      -  42 44 41.65152(N)    108 28 54.40166(W) AD(       ) 3
 NS0176  NGVD 29 (07/19/86) 1914.2    (m)         6280.     (f) VERT ANG       
 NS0176
 NS0176.Superseded values are not recommended for survey control.
 NS0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0176.See file dsdata.txt to determine how the superseded data were derived.
 NS0176
 NS0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0605435557(NAD 83)
 NS0176_MARKER: DD = SURVEY DISK
 NS0176_SETTING: 0 = UNSPECIFIED SETTING
 NS0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0176
 NS0176  HISTORY     - Date     Condition        Report By
 NS0176  HISTORY     - 1950     MONUMENTED       USGS
 NS0176
 NS0176                          STATION DESCRIPTION
 NS0176
 NS0176'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0176'STATION IS LOCATED ABOUT 6 MI. E. AND 11 MI. S. OF TOWN OF HUDSON,
 NS0176'WYOMING, ON RIDGE FORMED BY A SERIES OF FOUR KNOLLS RUNNING IN A SW.
 NS0176'TO NE DIRECTION.
 NS0176'
 NS0176'TO REACH FROM MONUMENT TO WORLD WAR II DEAD ON HIGHWAY 320 AT HUDSON,
 NS0176'WYOMING, FOLLOW HIGHWAY N. AND AT 0.1 MI. TRUN RIGHT E. ON DIRT RD.
 NS0176'PROCEED ALONG THIS RD. FOR 1.5 MI. TO FORK.  TAKE RIGHT FORK THROUGH
 NS0176'GATE AND ACROSS CANAL.  AT FORK IN RD. JUST BEYOND CANAL TAKE RIGHT
 NS0176'FORK AND FOLLOW MAIN RD. FOR 10.0 MI. TO CROSSROAD.  PROCEED STRAIGHT
 NS0176'AHEAD ALONG MIDDLE RD. FOR 1.3 MI. TO FORK.  TAKE LEFT FORK AND AT 0.3
 NS0176'MI. TAKE RIGHT FORK.  AT 2.2 MI. AT FORK IN RD. TURN RIGHT W. OFF RD.
 NS0176'AND PROCEED 0.2 MI. TO ROUND TOPPED HILL OVERLOOKING LOW HILLS.
 NS0176'STATION IS LOCATED AT W. EDGE OF THIS HILL.
 NS0176'
 NS0176'STATION MARK - STANDARD TABLET SET IN CONCRETE POST PROTTUDING 6 IN.
 NS0176'ABOVE GROUND AND STAMPED ---WR-HAZE---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0525 ***********************************************************************
 PW0525  DESIGNATION -  HAZEL TEMP PT
 PW0525  PID         -  PW0525
 PW0525  STATE/COUNTY-  WY/JOHNSON
 PW0525  USGS QUAD   -  HAZELTON PEAK (1993)
 PW0525
 PW0525                         *CURRENT SURVEY CONTROL
 PW0525  ___________________________________________________________________
 PW0525* NAD 83(1993)-  44 05 57.39051(N)    107 02 44.91739(W)     ADJUSTED  
 PW0525* NAVD 88     -      3212.2    (meters)   10539.     (feet)  VERTCON   
 PW0525  ___________________________________________________________________
 PW0525  LAPLACE CORR-         -10.51  (seconds)                    DEFLEC99
 PW0525  GEOID HEIGHT-          -9.20  (meters)                     GEOID03
 PW0525
 PW0525  HORZ ORDER  -  THIRD
 PW0525
 PW0525.The horizontal coordinates were established by classical geodetic methods
 PW0525.and adjusted by the National Geodetic Survey in January 1997..
 PW0525
 PW0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0525
 PW0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0525
 PW0525.The geoid height was determined by GEOID03.
 PW0525
 PW0525;                    North         East     Units Scale Factor Converg.
 PW0525;SPC WYEC     -   499,819.608   423,021.198   MT  0.99994402   +0 12 00.3
 PW0525;UTM  13      - 4,884,934.063   336,251.561   MT  0.99992978   -1 25 26.4
 PW0525
 PW0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0525!SPC WYEC     -   0.99949800  x   0.99994402  =   0.99944205
 PW0525!UTM  13      -   0.99949800  x   0.99992978  =   0.99942782
 PW0525
 PW0525:                Primary Azimuth Mark                     Grid Az
 PW0525:SPC WYEC     -  ONION ET                                 200 51 10.5
 PW0525:UTM  13      -  ONION ET                                 202 28 37.2
 PW0525
 PW0525|---------------------------------------------------------------------|
 PW0525| PID    Reference Object                     Distance      Geod. Az  |
 PW0525|                                                           dddmmss.s |
 PW0525| PW0526 ONION ET                            APPROX.10.7 KM 2010310.8 |
 PW0525|---------------------------------------------------------------------|
 PW0525
 PW0525                          SUPERSEDED SURVEY CONTROL
 PW0525
 PW0525  NAD 83(1986)-  44 05 57.37395(N)    107 02 44.90359(W) AD(       ) 3
 PW0525  NAD 27      -  44 05 57.50440(N)    107 02 42.66632(W) AD(       ) 3
 PW0525  NGVD 29 (07/19/86) 3211.2    (m)        10535.     (f) VERT ANG       
 PW0525
 PW0525.Superseded values are not recommended for survey control.
 PW0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0525.See file dsdata.txt to determine how the superseded data were derived.
 PW0525
 PW0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ3625284934(NAD 83)
 PW0525_MARKER: W = UNMONUMENTED
 PW0525_SETTING: 0 = UNSPECIFIED SETTING
 PW0525
 PW0525  HISTORY     - Date     Condition        Report By
 PW0525  HISTORY     - 1966     MONUMENTED       USGS
 PW0525
 PW0525                          STATION DESCRIPTION
 PW0525
 PW0525'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PW0525'STATION MARK NEVER ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0164 ***********************************************************************
 NS0164  DESIGNATION -  HEANEY
 NS0164  PID         -  NS0164
 NS0164  STATE/COUNTY-  WY/FREMONT
 NS0164  USGS QUAD   -  DISHPAN BUTTE (1978)
 NS0164
 NS0164                         *CURRENT SURVEY CONTROL
 NS0164  ___________________________________________________________________
 NS0164* NAD 83(1993)-  42 42 08.11444(N)    108 10 24.54672(W)     ADJUSTED  
 NS0164* NAVD 88     -      2240.4    (meters)    7350.     (feet)  VERTCON   
 NS0164  ___________________________________________________________________
 NS0164  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 NS0164  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 NS0164
 NS0164  HORZ ORDER  -  THIRD
 NS0164
 NS0164.The horizontal coordinates were established by classical geodetic methods
 NS0164.and adjusted by the National Geodetic Survey in January 1997..
 NS0164
 NS0164.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0164
 NS0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0164
 NS0164.The geoid height was determined by GEOID03.
 NS0164
 NS0164;                    North         East     Units Scale Factor Converg.
 NS0164;SPC WYWC     -   244,740.454   647,233.036   MT  0.99996494   +0 23 27.6
 NS0164;UTM  12      - 4,731,625.722   731,501.526   MT  1.00025940   +1 55 03.9
 NS0164
 NS0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0164!SPC WYWC     -   0.99965080  x   0.99996494  =   0.99961576
 NS0164!UTM  12      -   0.99965080  x   1.00025940  =   0.99991011
 NS0164
 NS0164:                Primary Azimuth Mark                     Grid Az
 NS0164:SPC WYWC     -  BEAVERTON                                057 19 53.7
 NS0164:UTM  12      -  BEAVERTON                                055 48 17.4
 NS0164
 NS0164|---------------------------------------------------------------------|
 NS0164| PID    Reference Object                     Distance      Geod. Az  |
 NS0164|                                                           dddmmss.s |
 NS0164| NS0157 BEAVERTON                           APPROX. 5.4 KM 0574321.3 |
 NS0164| NS0153 SANDRAW OIL STACK                   APPROX. 6.6 KM 3542126.5 |
 NS0164|---------------------------------------------------------------------|
 NS0164
 NS0164                          SUPERSEDED SURVEY CONTROL
 NS0164
 NS0164  NAD 83(1986)-  42 42 08.09957(N)    108 10 24.54932(W) AD(       ) 3
 NS0164  NAD 27      -  42 42 08.24092(N)    108 10 22.21611(W) AD(       ) 3
 NS0164  NGVD 29 (07/19/86) 2239.2    (m)         7346.     (f) VERT ANG       
 NS0164
 NS0164.Superseded values are not recommended for survey control.
 NS0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0164.See file dsdata.txt to determine how the superseded data were derived.
 NS0164
 NS0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3150231626(NAD 83)
 NS0164_MARKER: DD = SURVEY DISK
 NS0164_SETTING: 66 = SET IN ROCK OUTCROP
 NS0164_SP_SET: SET IN BEDROCK
 NS0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0164+STABILITY: POSITION/ELEVATION WELL
 NS0164
 NS0164  HISTORY     - Date     Condition        Report By
 NS0164  HISTORY     - 1949     MONUMENTED       USGS
 NS0164
 NS0164                          STATION DESCRIPTION
 NS0164
 NS0164'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 NS0164'STATION LOCATED ABOUT 12 MI., N. OF BRIDGE OVER SWEETWATER RIVER ON
 NS0164'U.S.HIGHWAY 287, 4 MI. S. OF SANDRAW, 1000 FT. E. OF THE SANDRAW
 NS0164'RD., IN THE SE.1/4 SEC. 34, T.32N., R.95W.
 NS0164'
 NS0164'TO REACH FROM THE BRIDGE OVER THE SWEETWATER RIVER GO W.ON U.S.HIGHWAY
 NS0164'287 FOR 0.5 MI. TO THE SANDRAW RD.  TURN RIGHT N. FOR 7.2 MI. TO RD.
 NS0164'FORKS.  TAKE RIGHT FORK NE. FOR 6.6 MI. TO RD. FORK.  TAKE LEFT FORK
 NS0164'N. FOR 0.4 MI. TO X-RDS. AND WINDMILL.  TURN LEFT W. FOR 1.0 MI. TO
 NS0164'X-RDS.  CONTINUE 3.1 MI. TO SOUTH EDGE OF RIM.  TURN RIGHT W. ALONG
 NS0164'EDGE OF RIM FOR 1.4 MI. TO FENCE.  PASS THROUGH FENCE AND GO 0.1 MI.
 NS0164'TO HIGHEST POINT OF RIM AND STATION.
 NS0164'
 NS0164'STATION MARK - STANDARD TABLET STAMPED ---HEANEY 1949--- SET IN
 NS0164'OUTCROPPING BEDROCK.
 NS0164'
 NS0164'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED ---HEANEY NO.1
 NS0164'1949--- SET IN OUTCROPPING BEDROCK, 22.25 FT. SW. OF STATION MARK,
 NS0164'N 33 DEG 31 MIN W.
 NS0164'
 NS0164'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---HEANEY NO.2
 NS0164'1949--- SET IN OUTCROPPING BEDROCK, 15.18 FT. SE. OF STATION,
 NS0164'N 61 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0399 ***********************************************************************
 PX0399  DESIGNATION -  HEART
 PX0399  PID         -  PX0399
 PX0399  STATE/COUNTY-  WY/PARK
 PX0399  USGS QUAD   -  EAGLENEST BASIN (1987)
 PX0399
 PX0399                         *CURRENT SURVEY CONTROL
 PX0399  ___________________________________________________________________
 PX0399* NAD 83(1993)-  44 39 55.20804(N)    109 07 09.09890(W)     ADJUSTED  
 PX0399* NAVD 88     -      2473.8    (meters)    8116.     (feet)  VERTCON   
 PX0399  ___________________________________________________________________
 PX0399  LAPLACE CORR-         -18.10  (seconds)                    DEFLEC99
 PX0399  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 PX0399
 PX0399  HORZ ORDER  -  FIRST
 PX0399
 PX0399.The horizontal coordinates were established by classical geodetic methods
 PX0399.and adjusted by the National Geodetic Survey in January 1997..
 PX0399
 PX0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0399
 PX0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0399
 PX0399.The geoid height was determined by GEOID03.
 PX0399
 PX0399;                    North         East     Units Scale Factor Converg.
 PX0399;SPC WYWC     -   462,742.256   570,723.080   MT  0.99994804   -0 15 34.3
 PX0399;UTM  12      - 4,947,495.089   649,097.015   MT  0.99987337   +1 19 20.6
 PX0399
 PX0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0399!SPC WYWC     -   0.99961410  x   0.99994804  =   0.99956216
 PX0399!UTM  12      -   0.99961410  x   0.99987337  =   0.99948752
 PX0399
 PX0399|---------------------------------------------------------------------|
 PX0399| PID    Reference Object                     Distance      Geod. Az  |
 PX0399|                                                           dddmmss.s |
 PX0399| CQ6714 HEART RM 1                                         10251     |
 PX0399| CQ6715 HEART RM 2                                         27008     |
 PX0399| QW0597 T9S R20 21E SECS 25 30 31 36        APPROX.38.4 KM 3512223.0 |
 PX0399|---------------------------------------------------------------------|
 PX0399
 PX0399                          SUPERSEDED SURVEY CONTROL
 PX0399
 PX0399  NAD 83(1986)-  44 39 55.20338(N)    109 07 09.08764(W) AD(       ) 1
 PX0399  NAD 27      -  44 39 55.39000(N)    109 07 06.57900(W) AD(       ) 1
 PX0399  NGVD 29 (07/19/86) 2472.7    (m)         8113.     (f) VERT ANG       
 PX0399
 PX0399.Superseded values are not recommended for survey control.
 PX0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0399.See file dsdata.txt to determine how the superseded data were derived.
 PX0399
 PX0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4909747495(NAD 83)
 PX0399_MARKER: DS = TRIANGULATION STATION DISK
 PX0399_SETTING: 66 = SET IN ROCK OUTCROP
 PX0399
 PX0399  HISTORY     - Date     Condition        Report By
 PX0399  HISTORY     - 1931     MONUMENTED       CGS
 PX0399  HISTORY     - 1950     SEE DESCRIPTION  CGS
 PX0399
 PX0399                          STATION DESCRIPTION
 PX0399
 PX0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 PX0399'ABOUT 10 MILES AIR LINE NORTH BY WEST OF CODY, ON VERY PROMINENT
 PX0399'ISOLATED PEAK KNOWN AS HEART MOUNTAIN.  TO REACH FROM CODY,
 PX0399'GO NORTH FROM IRMA HOTEL 1-1/2 MILES TO RAILROAD STATION.
 PX0399'KEEP STRAIGHT AHEAD AT RAILROAD STATION UP OVER BENCH TO
 PX0399'NORTHWARD ON MAIN ROAD 5-1/4 MILES TO POINT WHERE DIM WAGON
 PX0399'ROAD LEADS OFF TO RIGHT.  THIS DIM ROAD IS ABOUT 100 YARDS
 PX0399'SOUTH OF WOODEN BRIDGE ON MAIN ROAD.  FOLLOW WAGON ROAD
 PX0399'TO RIGHT 1.4 MILES TO FORK.  TAKE LEFT FORK ABOUT 4-1/2 MILES
 PX0399'TO SHACK IN DRAW.  TRUCK CAN BE DRIVEN NO FARTHER.  FROM
 PX0399'SHACK GO UP DRAW DIRECTLY TOWARD PEAK UNTIL WELL-MARKED
 PX0399'TRAIL IS ENCOUNTERED IN PATCH OF TIMBER.  TURN SHARPLY TO RIGHT
 PX0399'ON TRAIL AND FOLLOW TO CREST OF SADDLE EAST OF MOUNTAIN.  AT
 PX0399'THIS POINT TURN SHARPLY TO LEFT AND UP HOGBACK TO STATION ON
 PX0399'PEAK.  A 1 1/2-HOUR BACK-PACK.  A PLENTIFUL SUPPLY OF
 PX0399'BRACKISH WATER IS AT SPRING NEAR SHACK.  MARKED BY STANDARD
 PX0399'STATION DISK IN OUTCROPPING BEDROCK.  REFERENCE
 PX0399'MARKS ARE STANDARD REFERENCE DISKS IN OUTCROPPING
 PX0399'BEDROCK.  NO. 1 IS 21.94 METERS (72.0 FEET)
 PX0399'(SLOPE DISTANCE) FROM STATION.
 PX0399'NO. 2 IS 16.85 METERS (55.3 FEET) (SLOPE DISTANCE) FROM
 PX0399'STATION.
 PX0399
 PX0399                          STATION RECOVERY (1950)
 PX0399
 PX0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0399'THE STATION MARK HAS BEEN DESTROYED.  BOTH REFERENCE MARKS WERE
 PX0399'FOUND IN GOOD CONDITION.  A THOROUGH SEARCH WAS MADE FOR THE
 PX0399'STATION MARK BUT IT COULD NOT BE LOCATED.  A NEW STATION MARK
 PX0399'WAS SET IN THE SAME ROCK OUTCROP AS THE ORIGINAL ONE AND THE DISK
 PX0399'WAS STAMPED, HEART 2 1950.  THE ORIGINAL REFERENCE MARKS WERE
 PX0399'USED FOR THE NEW STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0400 ***********************************************************************
 PX0400  DESIGNATION -  HEART 2
 PX0400  PID         -  PX0400
 PX0400  STATE/COUNTY-  WY/PARK
 PX0400  USGS QUAD   -  EAGLENEST BASIN (1987)
 PX0400
 PX0400                         *CURRENT SURVEY CONTROL
 PX0400  ___________________________________________________________________
 PX0400* NAD 83(1993)-  44 39 55.20836(N)    109 07 09.08257(W)     ADJUSTED  
 PX0400* NAVD 88     -      2476.6    (meters)    8125.     (feet)  VERTCON   
 PX0400  ___________________________________________________________________
 PX0400  LAPLACE CORR-         -18.10  (seconds)                    DEFLEC99
 PX0400  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 PX0400
 PX0400  HORZ ORDER  -  FIRST
 PX0400
 PX0400.The horizontal coordinates were established by classical geodetic methods
 PX0400.and adjusted by the National Geodetic Survey in January 1997..
 PX0400
 PX0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0400
 PX0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0400
 PX0400.The geoid height was determined by GEOID03.
 PX0400
 PX0400;                    North         East     Units Scale Factor Converg.
 PX0400;SPC WYWC     -   462,742.265   570,723.439   MT  0.99994804   -0 15 34.3
 PX0400;UTM  12      - 4,947,495.107   649,097.375   MT  0.99987337   +1 19 20.6
 PX0400
 PX0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0400!SPC WYWC     -   0.99961368  x   0.99994804  =   0.99956174
 PX0400!UTM  12      -   0.99961368  x   0.99987337  =   0.99948710
 PX0400
 PX0400|---------------------------------------------------------------------|
 PX0400| PID    Reference Object                     Distance      Geod. Az  |
 PX0400|                                                           dddmmss.s |
 PX0400| CQ6714 HEART RM 1                           22.110 METERS 10250     |
 PX0400| CQ6716 HEART 2 AZ MK                                      1411453.0 |
 PX0400| CQ6715 HEART RM 2                           16.961 METERS 27018     |
 PX0400| PX0453 WINDY MOUNTAIN LOOKOUT TOWER        APPROX.40.1 KM 2903719.8 |
 PX0400|---------------------------------------------------------------------|
 PX0400
 PX0400                          SUPERSEDED SURVEY CONTROL
 PX0400
 PX0400  NAD 83(1986)-  44 39 55.19816(N)    109 07 09.07398(W) AD(       ) 1
 PX0400  NAD 27      -  44 39 55.37200(N)    109 07 06.55300(W) AD(       ) 1
 PX0400  NGVD 29 (07/19/86) 2475.4    (m)         8121.     (f) VERT ANG       
 PX0400
 PX0400.Superseded values are not recommended for survey control.
 PX0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0400.See file dsdata.txt to determine how the superseded data were derived.
 PX0400
 PX0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4909747495(NAD 83)
 PX0400_MARKER: DS = TRIANGULATION STATION DISK
 PX0400_SETTING: 66 = SET IN ROCK OUTCROP
 PX0400
 PX0400  HISTORY     - Date     Condition        Report By
 PX0400  HISTORY     - 1950     MONUMENTED       CGS
 PX0400  HISTORY     - 1966     MARK NOT FOUND   USGS
 PX0400  HISTORY     - 1969     SEE DESCRIPTION  CGS
 PX0400
 PX0400                          STATION DESCRIPTION
 PX0400
 PX0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0400'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF CODY, ON
 PX0400'THE HIGHEST POINT OF HEART MOUNTAIN.  THE DISK IS SET IN A
 PX0400'ROCK OUTCROP AND IS STAMPED HEART 2 1950.
 PX0400'
 PX0400'REFERENCE MARK NO. 1 IS SET IN A ROCK OUTCROP AND THE DISK IS
 PX0400'STAMPED HEART NO 1 1931.
 PX0400'
 PX0400'REFERENCE MARK NO. 2 IS SET IN A ROCK OUTCROP AND THE DISK IS
 PX0400'STAMPED HEART NO 2 1931.
 PX0400'
 PX0400'THE AZIMUTH MARK IS ABOUT 50 YARDS NORTH OF THE BELOW MENTIONED
 PX0400'CABIN, 20 FEET NORTH OF A FENCE, AND 2.5 FEET WEST OF A WITNESS
 PX0400'POST.  THE MARK IS SET IN A BOULDER, AND THE DISK IS STAMPED
 PX0400'HEART 1950.
 PX0400'
 PX0400'TO REACH THE STATION FROM THE ENTRANCE TO THE CODY INN, GO
 PX0400'NORTHWEST UP A GRADE TO THE END OF THE PAVED ROAD AND THEN
 PX0400'CONTINUE NORTHWEST ON A GRADED ROAD FOR 5.2 MILES TO A TRACK ROAD
 PX0400'RIGHT JUST BEFORE COMING TO A PERMANENT BRIDGE.  TURN RIGHT,
 PX0400'NORTHERLY, AND FOLLOW THE TRACK ROAD FOR 1.2 MILES TO A
 PX0400'DIM FORK.  TAKE THE LEFT ROAD AND GO 0.8 MILE TO A FORK.  TAKE
 PX0400'THE LEFT ROAD AND FOLLOW THE MAIN TRACKS FOR 1.2 MILES TO A
 PX0400'CROSSROAD.  TURN LEFT HERE AND GO NORTHERLY FOR 1.0 MILE TO A
 PX0400'FORK.  TAKE THE RIGHT ROAD AND GO 1.5 MILES TO A CABIN AT THE
 PX0400'FOOT OF A DRAW.  THIS IS THE END OF TRUCK TRAVEL.  THE
 PX0400'AZIMUTH MARK IS NORTH OF THE CABIN.  FROM HERE PACK NORTH UP
 PX0400'A RIDGE TO A SADDLE TO THE EAST OF THE MOUNTAIN.  TURN LEFT
 PX0400'AND PACK WESTERLY UP A HOGBACK RIDGE TO THE SUMMIT OF THE
 PX0400'MOUNTAIN AND STATION SITE.  A FOUR WHEEL DRIVE TRUCK IS
 PX0400'NEEDED TO CROSS SOME WASHOUTS BEFORE COMING TO THE CABIN.
 PX0400'PACKING TIME IS 2 HOURS.
 PX0400
 PX0400                          STATION RECOVERY (1966)
 PX0400
 PX0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0400'THE STATION MARK WAS SEARCHED FOR AND NOT
 PX0400'FOUND.  DISTANCES WERE MEASURED FROM THE REFERENCE MARKS AND
 PX0400'A HOLE IN THE ROCK OUTCROP INDICATES THAT THE STATION MARK HAS
 PX0400'BEEN REMOVED.
 PX0400
 PX0400                          STATION RECOVERY (1969)
 PX0400
 PX0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 PX0400'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AZIMUTH MARK
 PX0400'WERE RECOVERED IN GOOD CONDITION.  STATION MARK DISK WAS NOT
 PX0400'FOUND, BUT THE HOLE FROM WHICH IT HAD BEEN REMOVED WAS RECOVERED
 PX0400'AND A NEW STATION DISK STAMPED HEART 2 1950 1969 WAS CEMENTED
 PX0400'BACK IN THE HOLD.  OBSERVATIONS AND MEASUREMENTS COULD NOT BE
 PX0400'MADE AT THIS TIME DUE TO WEATHER CONDITIONS AT THE TOP OF THE
 PX0400'MOUNTAIN.
 PX0400'
 PX0400'A NEW TO REACH DESCRIPTION FOLLOWS--
 PX0400'
 PX0400'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 120 AND BELFRY
 PX0400'HUSKY ROAD AT THE NORTH EDGE OF CODY, GO EAST ON HUSKY ROAD FOR
 PX0400'1.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHEASTERLY
 PX0400'FOR 1.0 MILE TO FORKS.  TAKE LEFT FORK AND GO 1.1 MILES TO ROAD
 PX0400'RIGHT.  TURN RIGHT AND GO EAST THENCE NORTH 0.25 MILE TO A RANCH
 PX0400'HOUSE ON LEFT.  CONTINUE NORTH 0.45 MILE TO A BRIDGE AT
 PX0400'IRRIGATION DITCH.  CROSS BRIDGE, TAKE LEFT FORK AND GO 0.45 MILE
 PX0400'TO GATE.  PASS THRU GATE AND GO 1.15 MILES TO ANOTHER GATE AT
 PX0400'CORRAL.  PASS THRU GATE AND GO NORTHWESTERLY 0.6 MILE TO
 PX0400'FORK.  TAKE RIGHT FORK AND GO NORTHERLY FOR 0.3 MILE TO T
 PX0400'ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY 0.2 MILE TO A
 PX0400'WINDMILL AT A DRY WASH.  CROSS DRY WASH AND GO NORTHERLY 0.7
 PX0400'MILE TO GATE.  PASS THRU GATE AND GO NORTHEASTERLY 0.1 MILE
 PX0400'TO FORK.  TAKE LEFT FORK AND GO NORTHEASTERLY TO A SMALL
 PX0400'CABIN AT RIGHT CURVE IN ROAD AND AZIMUTH MARK IS A LARGE
 PX0400'BOULDER ABOUT 25 YARDS NORTH OF CABIN AND END OF TRUCK TRAVEL.
 PX0400'PACK NORTH UP RIDGE TO SADDLE, THENCE WESTERLY ALONG
 PX0400'HOGBACK TO THE HIGHEST POINT OF MOUNTAIN AND STATION.  A 4
 PX0400'WHEEL DRIVE IS NECESSARY TO CROSS SOME OF THE WASHOUTS
 PX0400'BEFORE REACHING THE CABIN AT AZIMUTH MARK.  PACKING TIME IS
 PX0400'ABOUT 2-1/2 HOURS.
 PX0400'
 PX0400'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NW OF
 PX0400'CODY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0805 ***********************************************************************
 MR0805  DESIGNATION -  HEINSAW
 MR0805  PID         -  MR0805
 MR0805  STATE/COUNTY-  WY/UINTA
 MR0805  USGS QUAD   -  RAGAN (1978)
 MR0805
 MR0805                         *CURRENT SURVEY CONTROL
 MR0805  ___________________________________________________________________
 MR0805* NAD 83(1993)-  41 19 49.25960(N)    110 42 29.11499(W)     ADJUSTED  
 MR0805* NAVD 88     -      2098.9    (meters)    6886.     (feet)  VERTCON   
 MR0805  ___________________________________________________________________
 MR0805  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 MR0805  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 MR0805
 MR0805  HORZ ORDER  -  SECOND
 MR0805
 MR0805.The horizontal coordinates were established by classical geodetic methods
 MR0805.and adjusted by the National Geodetic Survey in January 1997..
 MR0805
 MR0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0805
 MR0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0805
 MR0805.The geoid height was determined by GEOID03.
 MR0805
 MR0805;                    North         East     Units Scale Factor Converg.
 MR0805;SPC WY W     -   192,394.779   747,702.648   MT  0.99997115   -0 24 45.3
 MR0805;UTM  12      - 4,575,471.183   524,427.316   MT  0.99960734   +0 11 34.0
 MR0805
 MR0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0805!SPC WY W     -   0.99967315  x   0.99997115  =   0.99964431
 MR0805!UTM  12      -   0.99967315  x   0.99960734  =   0.99928062
 MR0805
 MR0805:                Primary Azimuth Mark                     Grid Az
 MR0805:SPC WY W     -  HEINSAW AZ MK                            037 54 58.6
 MR0805:UTM  12      -  HEINSAW AZ MK                            037 18 39.3
 MR0805
 MR0805|---------------------------------------------------------------------|
 MR0805| PID    Reference Object                     Distance      Geod. Az  |
 MR0805|                                                           dddmmss.s |
 MR0805| CP5527 HEINSAW AZ MK                                      0373013.3 |
 MR0805| CP5528 HEINSAW RM 1                         15.692 METERS 05159     |
 MR0805| MR0817 MICROWAVE TWR 10 MI E EVANSTON      APPROX. 8.1 KM 2292845.8 |
 MR0805| CP5529 HEINSAW RM 2                         14.263 METERS 29218     |
 MR0805|---------------------------------------------------------------------|
 MR0805
 MR0805                          SUPERSEDED SURVEY CONTROL
 MR0805
 MR0805  NAD 83(1986)-  41 19 49.24716(N)    110 42 29.10499(W) AD(       ) 2
 MR0805  NAD 27      -  41 19 49.43510(N)    110 42 26.48710(W) AD(       ) 2
 MR0805  NGVD 29 (07/19/86) 2097.6    (m)         6882.     (f) VERT ANG       
 MR0805
 MR0805.Superseded values are not recommended for survey control.
 MR0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0805.See file dsdata.txt to determine how the superseded data were derived.
 MR0805
 MR0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL2442775471(NAD 83)
 MR0805_MARKER: DS = TRIANGULATION STATION DISK
 MR0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0805
 MR0805  HISTORY     - Date     Condition        Report By
 MR0805  HISTORY     - 1962     MONUMENTED       CGS
 MR0805  HISTORY     - 1981     GOOD             LOCENG
 MR0805
 MR0805                          STATION DESCRIPTION
 MR0805
 MR0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0805'STATION IS ON THE WEST SIDE OF U.S. HIGHWAY 189, 2 MILES NORTH
 MR0805'OF THE JUNCTION OF U.S. HIGHWAYS 30S AND 189, 1/2 MILE SOUTHEAST
 MR0805'OF HEINSAW CREEK AND 14 MILES EAST-NORTHEAST OF EVANSTON.
 MR0805'
 MR0805'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30S
 MR0805'AND 189, WHICH IS 13-1/2 MILES EAST OF EVANSTON, GO NORTH ON
 MR0805'U.S. HIGHWAY 189 FOR 2.0 MILES TO THE STATION ON THE LEFT.  TO
 MR0805'REACH THE AZIMUTH MARK, CONTINUE NORTHERLY ON THE HIGHWAY FOR
 MR0805'0.4 MILE TO THE MARK ON THE LEFT.
 MR0805'
 MR0805'THE STATION MARK IS A STANDARD DISK, STAMPED HEINSAW 1962 SET
 MR0805'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 MR0805'IT IS 3.6 FEET WEST-NORTHWEST OF A WITNESS POST AND 302 FEET
 MR0805'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 MR0805'
 MR0805'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HEINSAW NO 1 1962
 MR0805'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 MR0805'INCHES.  IT IS 50 FEET NORTHEAST OF THE WITNESS POST AND ABOUT
 MR0805'THE SAME ELEVATION AS THE STATION.
 MR0805'
 MR0805'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HEINSAW NO 2
 MR0805'1962 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0805'2 INCHES.  IT IS 50.6 FEET WEST OF THE WITNESS POST AND ABOUT
 MR0805'THE SAME ELEVATION AS THE STATION.
 MR0805'
 MR0805'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HEINSAW 1962
 MR0805'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1
 MR0805'INCH.  IT IS 2.3 FEET SOUTHWEST OF A WITNESS POST, 158 FEET
 MR0805'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT THE
 MR0805'SAME ELEVATION AS THE HIGHWAY.
 MR0805
 MR0805                          STATION RECOVERY (1981)
 MR0805
 MR0805'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (NM)
 MR0805'HEINSAW RECOVERED IN GOOD CONDITION.
 MR0805'
 MR0805'RM 1 RECOVERED IN GOOD CONDITION.
 MR0805'
 MR0805'RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0410 ***********************************************************************
 NR0410  DESIGNATION -  HEN
 NR0410  PID         -  NR0410
 NR0410  STATE/COUNTY-  WY/NATRONA
 NR0410  USGS QUAD   -  BLACKJACK RANCH (1959)
 NR0410
 NR0410                         *CURRENT SURVEY CONTROL
 NR0410  ___________________________________________________________________
 NR0410* NAD 83(1993)-  42 40 18.42606(N)    107 29 05.85248(W)     ADJUSTED  
 NR0410* NAVD 88     -      2111.3    (meters)    6927.     (feet)  VERTCON   
 NR0410  ___________________________________________________________________
 NR0410  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 NR0410  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 NR0410
 NR0410  HORZ ORDER  -  THIRD
 NR0410
 NR0410.The horizontal coordinates were established by classical geodetic methods
 NR0410.and adjusted by the National Geodetic Survey in January 1997..
 NR0410
 NR0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0410
 NR0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0410
 NR0410.The geoid height was determined by GEOID03.
 NR0410
 NR0410;                    North         East     Units Scale Factor Converg.
 NR0410;SPC WYEC     -   341,205.952   387,571.467   MT  0.99993940   -0 06 10.0
 NR0410;UTM  13      - 4,727,362.050   296,375.066   MT  1.00011015   -1 41 05.6
 NR0410
 NR0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0410!SPC WYEC     -   0.99967088  x   0.99993940  =   0.99961030
 NR0410!UTM  13      -   0.99967088  x   1.00011015  =   0.99978100
 NR0410
 NR0410:                Primary Azimuth Mark                     Grid Az
 NR0410:SPC WYEC     -  KAY                                      212 54 46.8
 NR0410:UTM  13      -  KAY                                      214 29 42.4
 NR0410
 NR0410|---------------------------------------------------------------------|
 NR0410| PID    Reference Object                     Distance      Geod. Az  |
 NR0410|                                                           dddmmss.s |
 NR0410| NR0479 KAY                                 APPROX. 5.7 KM 2124836.8 |
 NR0410|---------------------------------------------------------------------|
 NR0410
 NR0410                          SUPERSEDED SURVEY CONTROL
 NR0410
 NR0410  NAD 83(1986)-  42 40 18.41572(N)    107 29 05.84971(W) AD(       ) 3
 NR0410  NAD 27      -  42 40 18.56767(N)    107 29 03.60477(W) AD(       ) 3
 NR0410  NGVD 29 (07/19/86) 2110.3    (m)         6924.     (f) VERT ANG       
 NR0410
 NR0410.Superseded values are not recommended for survey control.
 NR0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0410.See file dsdata.txt to determine how the superseded data were derived.
 NR0410
 NR0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9637527362(NAD 83)
 NR0410
 NR0410  HISTORY     - Date     Condition        Report By
 NR0410  HISTORY     - 1950     MONUMENTED       USGS
 NR0410  HISTORY     - 1957     GOOD             USGS
 NR0410
 NR0410                          STATION DESCRIPTION
 NR0410
 NR0410'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0410'RECOVERED IN GOOD CONDITION.
 NR0410'
 NR0410'THE STATION IS LOCATED ABOUT 33.4 MI. S. AND 11.4 MI. E. OF MONETA,
 NR0410'WYOMING.
 NR0410'
 NR0410'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED EASTERLY ALONG U.S.
 NR0410'HIGHWAY 20-26 FOR 0.4 MI.  THENCE RIGHT ON MAIN GRADED RD. 1.2 MI. TO
 NR0410'RD. FORK, THENCE RIGHT W. AND PROCEED ON MAIN RD. 21.9 MI. TO RD.
 NR0410'FORK, THENCE LEFT AND CONTINUE STRAIGHT AHEAD 1.4 MI. TO INTERSECTION
 NR0410'WITH PIPELINE RD., STRAIGHT AHEAD 0.9 MI. TO FORK, THENCE LEFT 2.9 MI.
 NR0410'TO RD. CROSSING, STRAIGHT AHEAD 0.1 MI. TO RD. FORK, THENCE LEFT 0.5
 NR0410'MI. TO RD. CROSSING, STRAIGHT AHEAD 0.5 MI. TO RD. FORK, THENCE RIGHT
 NR0410'0.6 MI. TO RD. CROSSING, STRAIGHT AHEAD 0.2 MI. TO FORK, THENCE RIGHT
 NR0410'SE., 0.2 MI. TO RD. CROSSING, STRAIGHT 1.1 MI. TO EARTH-FILL DAM,
 NR0410'CROSS DAM TO RD. CROSSING AT 0.2 MI., STRAIGHT AHEAD 1.1 MI. TO RD.
 NR0410'CROSSING, STRAIGHT AHEAD 1.1 MI. TO TOP OF BEAVER RIM, THENCE RIGHT
 NR0410'2.1 MI. TO RD. FORK, THENCE RIGHT 0.4 MI. TO RD. CROSSING, THENCE
 NR0410'LEFT NE., 0.05 MI. TO FORK, THENCE RIGHT 5.2 MI. TO RD. FORK, THENCE
 NR0410'RIGHT 1.4 MI. TO RD. FORK, THENCE RIGHT 0.6 MI. TO RD. FORK, THENCE
 NR0410'RIGHT 0.7 MI. TO RD. FORK, THENCE RIGHT 0.5 MI. TO RD. CROSSING,
 NR0410'STRAIGHT AHEAD 2.0 MI. TO RD. FORK, THENCE RIGHT S., 0.5 MI. TO RD.
 NR0410'CROSSING, STRAIGHT AHEAD 0.6 MI.  STATION LIES TO RIGHT OF RD. ABOUT
 NR0410'600 FT.
 NR0410'
 NR0410'STATION MARK--A STANDARD TABLET SET IN CONCRETE POST PROTRUDING 3 IN.
 NR0410'ABOVE GROUND SURFACE, AND STAMPED ---WR HEN, 1950 VABM 6924---.
 NR0410'
 NR0410'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0574 ***********************************************************************
 PV0574  DESIGNATION -  HENSLEY
 PV0574  PID         -  PV0574
 PV0574  STATE/COUNTY-  WY/CAMPBELL
 PV0574  USGS QUAD   -  WILDCAT (1971)
 PV0574
 PV0574                         *CURRENT SURVEY CONTROL
 PV0574  ___________________________________________________________________
 PV0574* NAD 83(1993)-  44 32 14.41035(N)    105 40 28.87567(W)     ADJUSTED  
 PV0574* NAVD 88     -      1304.5    (meters)    4280.     (feet)  VERTCON   
 PV0574  ___________________________________________________________________
 PV0574  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 PV0574  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 PV0574  OBS GRAVITY -     980,193.7   (mgal)                       GRAV_OBS
 PV0574
 PV0574  HORZ ORDER  -  THIRD
 PV0574
 PV0574.The horizontal coordinates were established by classical geodetic methods
 PV0574.and adjusted by the National Geodetic Survey in January 1997..
 PV0574
 PV0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0574
 PV0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0574
 PV0574.The geoid height was determined by GEOID03.
 PV0574.The observed gravity was obtained from relative gravimeter ties
 PV0574.to the IGSN71 gravity network.
 PV0574
 PV0574;                    North         East     Units Scale Factor Converg.
 PV0574;SPC WY E     -   448,578.581   159,625.618   MT  0.99995754   -0 21 22.7
 PV0574;UTM  13      - 4,931,777.763   446,398.066   MT  0.99963533   -0 28 23.6
 PV0574
 PV0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0574!SPC WY E     -   0.99979777  x   0.99995754  =   0.99975532
 PV0574!UTM  13      -   0.99979777  x   0.99963533  =   0.99943317
 PV0574
 PV0574:                Primary Azimuth Mark                     Grid Az
 PV0574:SPC WY E     -  HENSLEY AZ MK                            150 25 57.9
 PV0574:UTM  13      -  HENSLEY AZ MK                            150 32 58.8
 PV0574
 PV0574|---------------------------------------------------------------------|
 PV0574| PID    Reference Object                     Distance      Geod. Az  |
 PV0574|                                                           dddmmss.s |
 PV0574| CQ3952 HENSLEY AZ MK                                      1500435.2 |
 PV0574| CQ3953 HENSLEY RM 1                         10.955 METERS 19748     |
 PV0574| CQ3954 HENSLEY RM 2                         11.135 METERS 31826     |
 PV0574|---------------------------------------------------------------------|
 PV0574
 PV0574                          SUPERSEDED SURVEY CONTROL
 PV0574
 PV0574  NAD 83(1986)-  44 32 14.39181(N)    105 40 28.84921(W) AD(       ) 3
 PV0574  NAD 27      -  44 32 14.45800(N)    105 40 26.82100(W) AD(       ) 3
 PV0574  NGVD 29 (07/19/86) 1303.8    (m)         4278.     (f) VERT ANG       
 PV0574
 PV0574.Superseded values are not recommended for survey control.
 PV0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0574.See file dsdata.txt to determine how the superseded data were derived.
 PV0574
 PV0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK4639831778(NAD 83)
 PV0574_MARKER: DS = TRIANGULATION STATION DISK
 PV0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0574
 PV0574  HISTORY     - Date     Condition        Report By
 PV0574  HISTORY     - 1949     MONUMENTED       CGS
 PV0574  HISTORY     - 1966     GOOD             CGS
 PV0574
 PV0574                          STATION DESCRIPTION
 PV0574
 PV0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0574'STATION IS ABOUT 20 MILES NORTHWEST OF GILLETTE, ABOUT 4 MILES
 PV0574'SOUTH OF THE WILD CAT STORE AND FILLING STATION, ABOUT 1 MILE
 PV0574'WEST OF U.S. HIGHWAY 14 AND 16, 8 FEET WEST OF A WITNESS POST,
 PV0574'ON LAND OWNED BY BABE GUBPTON.
 PV0574'
 PV0574'TO REACH FROM THE MAIN INTERSECTION IN GILLETTE, FOLLOW U.S.
 PV0574'HIGHWAY 14 AND 16 WEST AND NORTHWEST FOR 12.5 MILES TO A SIDE
 PV0574'ROAD RIGHT AND SIGN (JOHN COOK, E. JASPER).  CONTINUE FOR 6.0
 PV0574'MILES TO A CONCRETE BRIDGE.  CONTINUE 0.3 MILE TO SIDE ROAD LEFT
 PV0574'AND MAIL BOX (W.W. SCOTT).  TURN LEFT ON GRAVELED ROAD AND GO
 PV0574'0.2 MILE TO RANCH HOUSE.  TAKE TRACK ROAD SOUTHWEST UNDER
 PV0574'TELEPHONE LINE FOR 0.3 MILE TO A GATE.  CONTINUE FOR 0.6 MILE
 PV0574'TO GATE AND SIDE ROAD RIGHT.  PASS THROUGH GATE, TURN RIGHT,
 PV0574'AND GO ALONG EAST SIDE OF FIELD FOR 0.35 MILE TO EDGE OF FIELD
 PV0574'AND FORK.  BEAR LEFT, WEST, ALONG NORTH SIDE OF FIELD FOR
 PV0574'0.25 MILE TO GATE AND AZIMUTH MARK ON RIGHT.  PASS THROUGH
 PV0574'GATE AND BEAR RIGHT FOR 0.3 MILE TO TOP OF GRASSY SLOPE AND
 PV0574'STATION.
 PV0574'
 PV0574'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0574'CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 PV0574'STAMPED HENSLEY 1949.
 PV0574'
 PV0574'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0574'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 PV0574'THE DISK IS STAMPED HENSLEY NO 1 1949.
 PV0574'
 PV0574'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PV0574'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 PV0574'THE DISK IS STAMPED HENSLEY NO 2 1949.
 PV0574'
 PV0574'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0574'CONCRETE POST PROJECTING 4 INCHES.  IT IS 33 FEET NORTH OF GATE,
 PV0574'2 FEET NORTH OF A WITNESS POST, 1 FOOT WEST OF A WIRE FENCE, AND
 PV0574'IS STAMPED HENSLEY 1949.
 PV0574
 PV0574                          STATION RECOVERY (1966)
 PV0574
 PV0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 PV0574'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 PV0574'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 PV0574'GOOD CONDITION.
 PV0574'
 PV0574'THE 1949 ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 PV0574'
 PV0574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20.0 MILES
 PV0574'NORTHWEST OF GILLETTE, 2.5 MILES WEST OF U.S. HIGHWAY 14 AND
 PV0574'16 AND LOCATED ON THE TOP OF A GRASSY KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1074 ***********************************************************************
 MO1074  DESIGNATION -  HEREFORD
 MO1074  PID         -  MO1074
 MO1074  STATE/COUNTY-  WY/LARAMIE
 MO1074  USGS QUAD   -  ALTVAN (1978)
 MO1074
 MO1074                         *CURRENT SURVEY CONTROL
 MO1074  ___________________________________________________________________
 MO1074* NAD 83(1993)-  41 03 45.50571(N)    104 41 16.54082(W)     ADJUSTED  
 MO1074* NAVD 88     -      1854.     (meters)    6083.     (feet)  SCALED    
 MO1074  ___________________________________________________________________
 MO1074  LAPLACE CORR-          -8.52  (seconds)                    DEFLEC99
 MO1074  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 MO1074
 MO1074  HORZ ORDER  -  SECOND
 MO1074
 MO1074.The horizontal coordinates were established by classical geodetic methods
 MO1074.and adjusted by the National Geodetic Survey in January 1997..
 MO1074
 MO1074.The orthometric height was scaled from a topographic map.
 MO1074
 MO1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1074
 MO1074.The geoid height was determined by GEOID03.
 MO1074
 MO1074;                    North         East     Units Scale Factor Converg.
 MO1074;SPC WY E     -    62,587.570   240,238.158   MT  0.99995742   +0 18 52.1
 MO1074;SPC CO N     -   497,131.820   982,663.886   MT  1.00005727   +0 31 28.9
 MO1074;SPC CO N     - 1,631,006.65  3,223,956.43   sFT  1.00005727   +0 31 28.9
 MO1074;UTM  13      - 4,545,757.694   526,220.887   MT  0.99960846   +0 12 18.0
 MO1074
 MO1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1074!SPC WY E     -   0.99971191  x   0.99995742  =   0.99966934
 MO1074!SPC CO N     -   0.99971191  x   1.00005727  =   0.99976916
 MO1074!UTM  13      -   0.99971191  x   0.99960846  =   0.99932048
 MO1074
 MO1074|---------------------------------------------------------------------|
 MO1074| PID    Reference Object                     Distance      Geod. Az  |
 MO1074|                                                           dddmmss.s |
 MO1074| CQ3960 HEREFORD RM 1                        35.521 METERS 20133     |
 MO1074| MO1090 CHEYENNE VOR                        APPROX.18.0 KM 3363620.6 |
 MO1074| CQ3961 HEREFORD RM 2                        24.614 METERS 34040     |
 MO1074| CQ3959 HEREFORD AZ MK                                     3411754.4 |
 MO1074|---------------------------------------------------------------------|
 MO1074
 MO1074                          SUPERSEDED SURVEY CONTROL
 MO1074
 MO1074  NAD 83(1993)-  41 03 45.49241(N)    104 41 16.53662(W) AD(       ) 2
 MO1074  NAD 83(1986)-  41 03 45.49258(N)    104 41 16.53675(W) AD(       ) 2
 MO1074  NAD 27      -  41 03 45.55620(N)    104 41 14.66260(W) AD(       ) 2
 MO1074
 MO1074.Superseded values are not recommended for survey control.
 MO1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1074.See file dsdata.txt to determine how the superseded data were derived.
 MO1074
 MO1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2622145758(NAD 83)
 MO1074_MARKER: DS = TRIANGULATION STATION DISK
 MO1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1074
 MO1074  HISTORY     - Date     Condition        Report By
 MO1074  HISTORY     - 1959     MONUMENTED       CGS
 MO1074  HISTORY     - 1973     GOOD             LOCENG
 MO1074
 MO1074                          STATION DESCRIPTION
 MO1074
 MO1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1074'THE STATION IS LOCATED, AIRLINE, ABOUT 7 MILES SOUTHEAST OF
 MO1074'CHEYENNE, IN OPEN PASTURE LAND.  IT IS ON THE HIGHEST PART
 MO1074'OF A LOW MOUND, ABOUT 200 FEET NORTH OF TWO WINDMILLS.
 MO1074'
 MO1074'TO REACH THE STATION FROM THE OVERPASS, JUST EAST OF THE UNION
 MO1074'PACIFIC RAILROAD DEPOT IN CHEYENNE, GO SOUTHEAST ON U.S.
 MO1074'HIGHWAY 85 AND 87 FOR 0.5 MILE.  TURN LEFT ONTO U.S. HIGHWAY
 MO1074'30 TRUCK ROUTE AND GO EAST FOR 1.0 MILE TO A POINT WHERE THE
 MO1074'HIGHWAY TURNS LEFT, NORTH.  KEEP STRAIGHT AHEAD, EAST ON EAST
 MO1074'5TH STREET, WHICH BECOMES AN OILED FARM ROAD, FOR 5.7 MILES
 MO1074'TO A SIDE ROAD, RIGHT, AT THE WYOMING HEREFORD RANCH.  TURN
 MO1074'RIGHT ON THE SIDE ROAD AND GO SOUTHERLY UPHILL TO THE TOP OF
 MO1074'THE BENCH AND ON SOUTHERLY FOR 3.5 MILES TO A GATE, SOUTHEAST
 MO1074'OF A RANCH HOUSE AND THE AZIMUTH MARK.  PASS THROUGH THE
 MO1074'GATE AND FOLLOW THE TRACK ROAD SOUTHEASTERLY FOR 1.3 MILES
 MO1074'TO A LOW MOUND, ABOUT 200 FEET NORTH OF TWO WINDMILLS, AND
 MO1074'THE STATION, ON THE HIGHEST PART OF THE MOUND.
 MO1074'
 MO1074'THE STATION IS A STANDARD DISK STAMPED HEREFORD 1959 SET IN
 MO1074'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 MO1074'INCHES ABOVE THE GROUND.  IT IS ABOUT 200 FEET NORTH OF TWO
 MO1074'WINDMILLS AND 116 FEET NORTH-NORTHEAST OF A FENCE CORNER.
 MO1074'
 MO1074'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HEREFORD
 MO1074'NO 1 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MO1074'IS FLUSH WITH THE GROUND AND IS 6 FEET LOWER THAN THE STATION.
 MO1074'IT IS 7 FEET SOUTHEAST OF A FENCE CORNER.
 MO1074'
 MO1074'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HEREFORD
 MO1074'NO 2 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MO1074'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS 5 FEET LOWER THAN
 MO1074'THE STATION.
 MO1074'
 MO1074'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HEREFORD 1959 SET
 MO1074'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MO1074'2 INCHES ABOVE THE GROUND.  IT IS 14 FEET SOUTHWEST OF THE
 MO1074'SOUTHWEST END OF A GATE, 3 FEET SOUTHEAST OF A METAL WITNESS SIGN
 MO1074'AND FENCE LINE.
 MO1074'
 MO1074'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 METERS.
 MO1074
 MO1074                          STATION RECOVERY (1973)
 MO1074
 MO1074'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (JW)
 MO1074'RECOVERED BY J.T. BANNER AND ASSOC. INC.
 MO1074'
 MO1074'HEREFORD 1959-GOOD
 MO1074'
 MO1074'THE TWO WINDMILLS 200 FT SOUTH OF MONUMENT ARE NO LONGER THERE.
 MO1074'
 MO1074'NO ATTEMPT MADE TO FIND REFERENCE MARKERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0430 ***********************************************************************
 OU0430  DESIGNATION -  HERMA
 OU0430  PID         -  OU0430
 OU0430  STATE/COUNTY-  WY/CONVERSE
 OU0430  USGS QUAD   -  GUMBO HILL (1984)
 OU0430
 OU0430                         *CURRENT SURVEY CONTROL
 OU0430  ___________________________________________________________________
 OU0430* NAD 83(1993)-  43 02 09.28939(N)    105 57 30.42852(W)     ADJUSTED  
 OU0430* NAVD 88     -      1872.5    (meters)    6143.     (feet)  VERTCON   
 OU0430  ___________________________________________________________________
 OU0430  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 OU0430  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 OU0430
 OU0430  HORZ ORDER  -  THIRD
 OU0430
 OU0430.The horizontal coordinates were established by classical geodetic methods
 OU0430.and adjusted by the National Geodetic Survey in January 1997..
 OU0430
 OU0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0430
 OU0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0430
 OU0430.The geoid height was determined by GEOID03.
 OU0430
 OU0430;                    North         East     Units Scale Factor Converg.
 OU0430;SPC WY E     -   281,947.558   135,478.531   MT  0.99998869   -0 32 25.4
 OU0430;UTM  13      - 4,765,248.658   421,923.386   MT  0.99967499   -0 39 14.9
 OU0430
 OU0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0430!SPC WY E     -   0.99970864  x   0.99998869  =   0.99969734
 OU0430!UTM  13      -   0.99970864  x   0.99967499  =   0.99938373
 OU0430
 OU0430:                Primary Azimuth Mark                     Grid Az
 OU0430:SPC WY E     -  COLE                                     010 36 55.7
 OU0430:UTM  13      -  COLE                                     010 43 45.2
 OU0430
 OU0430|---------------------------------------------------------------------|
 OU0430| PID    Reference Object                     Distance      Geod. Az  |
 OU0430|                                                           dddmmss.s |
 OU0430| OU0429 COLE                                APPROX. 4.9 KM 0100430.3 |
 OU0430|---------------------------------------------------------------------|
 OU0430
 OU0430                          SUPERSEDED SURVEY CONTROL
 OU0430
 OU0430  NAD 83(1986)-  43 02 09.27130(N)    105 57 30.40858(W) AD(       ) 3
 OU0430  NAD 27      -  43 02 09.39065(N)    105 57 28.38454(W) AD(       ) 3
 OU0430  NGVD 29 (07/19/86) 1871.5    (m)         6140.     (f) VERT ANG       
 OU0430
 OU0430.Superseded values are not recommended for survey control.
 OU0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0430.See file dsdata.txt to determine how the superseded data were derived.
 OU0430
 OU0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2192365249(NAD 83)
 OU0430_MARKER: DD = SURVEY DISK
 OU0430_SETTING: 0 = UNSPECIFIED SETTING
 OU0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0430
 OU0430  HISTORY     - Date     Condition        Report By
 OU0430  HISTORY     - 1947     MONUMENTED       USGS
 OU0430
 OU0430                          STATION DESCRIPTION
 OU0430
 OU0430'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OU0430'LOCATED ABOUT 12 MI. N. BY NW. OF GLENROCK, ABOUT IN THE NW. 1/4 OF
 OU0430'SEC. 3, T 35 N, R 76 W, ON TOP OF HIGHEST PEAK IN THE VICINITY.
 OU0430'
 OU0430'TO REACH FROM GLENROCK, GO W. FROM THE POST OFFICE, ON U.S. HIGHWAY
 OU0430'87 FOR 6.9 MI. TO PARKERTON (CONTINENTAL OIL CO. OIL FIELD), TURN N.
 OU0430'OFF THE HIGHWAY AND CROSS THE NORTH PLATTE RIVER ON THE BRIDGE AT
 OU0430'PARKERTON, FROM THE BRIDGE CONTINUE N. ALONG MAIN TRAVELED RD., PAST
 OU0430'TRIANGULATION STATION --MUDDY-- FOR 8.4 MI. TO TRIANGULATION STATION
 OU0430'--SPENCE-- AT BEND OF RD., TURN LEFT AND GO W. 0.9 MI. TO GATE ON N.
 OU0430'SIDE OF RD., GO THROUGH GATE AND GO 2.1 MI. N. AND E. TO RANCH HOUSE,
 OU0430'GO 0.1 MI. W. OF RANCH HOUSE AND THEN N. ALONG FIELD RD. FOR 3.0 MI.
 OU0430'TO ANOTHER RANCH HOUSE, CONTINUE N. PAST THE HOUSE 0.2 MI. TURNING NE.
 OU0430'UP RIDGE FOR 0.7 MI. TO GATE IN E-W. FENCE, PASS THROUGH GATE AND
 OU0430'FOLLOW TRUCK TRAIL N. AND E. ALONG WINDING RIDGE FOR 3.3 MI. TO A
 OU0430'POINT 500 FT. SE. OF STATION.  STATION IS ON HIGHEST POINT OF A STEEP
 OU0430'SIDED HILL, HIGHEST IN THE VICINITY, ABOUT 10 MINUTE CLIMB.
 OU0430'
 OU0430'STATION MARK--STANDARD TABLET STAMPED ---HERMA 1947-- AND SET IN TOP
 OU0430'OF A CONCRETE MONUMENT.  STATION IS 22.65 FT. SE. OF A LARGE ROCK
 OU0430'CAIRN, 6.1 FT. HIGHER THAN THE MARK, BASE OF CAIRN ABOUT LEVEL WITH
 OU0430'STATION MARK.
 OU0430'
 OU0430'REFERENCE MARKS--STANDARD REFERENCE TABLETS SET IN CONCRETE MONUMENTS.
 OU0430'
 OU0430'NO. 1--STAMPED ---HERMA NO. 1 1947--- AND 22.55 FT. N. OF THE STATION
 OU0430'MARK, S 16 DEG 29 MIN W.
 OU0430'
 OU0430'NO. 2--STAMPED ---HERMA NO. 2 1947--- AND 22.79 FT. SE. OF THE STATION
 OU0430'MARK, N 48 DEG 23 MIN W.
 OU0430'
 OU0430'IT IS 38.04 FT. BETWEEN THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1170 ***********************************************************************
 MO1170  DESIGNATION -  HERMAN
 MO1170  PID         -  MO1170
 MO1170  STATE/COUNTY-  WY/PLATTE
 MO1170  USGS QUAD   -  FERGUSON CORNER (1990)
 MO1170
 MO1170                         *CURRENT SURVEY CONTROL
 MO1170  ___________________________________________________________________
 MO1170* NAD 83(1993)-  41 57 02.02353(N)    104 57 50.92669(W)     ADJUSTED  
 MO1170* NAVD 88     -      1589.24   (+/-2cm)    5214.0    (feet)  VERTCON   
 MO1170  ___________________________________________________________________
 MO1170  LAPLACE CORR-         -12.15  (seconds)                    DEFLEC99
 MO1170  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 MO1170
 MO1170  HORZ ORDER  -  THIRD
 MO1170  VERT ORDER  -  THIRD ? (See Below)
 MO1170
 MO1170.The horizontal coordinates were established by classical geodetic methods
 MO1170.and adjusted by the National Geodetic Survey in January 1997..
 MO1170
 MO1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1170.The vertical order pertains to the NGVD 29 superseded value.
 MO1170
 MO1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1170
 MO1170.The geoid height was determined by GEOID03.
 MO1170
 MO1170;                    North         East     Units Scale Factor Converg.
 MO1170;SPC WY E     -   161,106.690   216,790.902   MT  0.99994097   +0 08 07.4
 MO1170;UTM  13      - 4,644,287.836   502,971.615   MT  0.99960011   +0 01 26.3
 MO1170
 MO1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1170!SPC WY E     -   0.99975303  x   0.99994097  =   0.99969402
 MO1170!UTM  13      -   0.99975303  x   0.99960011  =   0.99935324
 MO1170
 MO1170:                Primary Azimuth Mark                     Grid Az
 MO1170:SPC WY E     -  COONEY                                   282 20 14.7
 MO1170:UTM  13      -  COONEY                                   282 26 55.8
 MO1170
 MO1170|---------------------------------------------------------------------|
 MO1170| PID    Reference Object                     Distance      Geod. Az  |
 MO1170|                                                           dddmmss.s |
 MO1170| MO1177 COONEY                              APPROX.14.7 KM 2822822.1 |
 MO1170|---------------------------------------------------------------------|
 MO1170
 MO1170                          SUPERSEDED SURVEY CONTROL
 MO1170
 MO1170  NAD 83(1986)-  41 57 02.00528(N)    104 57 50.92283(W) AD(       ) 3
 MO1170  NAD 27      -  41 57 02.10259(N)    104 57 49.02624(W) AD(       ) 3
 MO1170  NGVD 29 (07/19/86) 1588.40   (m)         5211.3    (f) LEVELING    3  
 MO1170
 MO1170.Superseded values are not recommended for survey control.
 MO1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1170.See file dsdata.txt to determine how the superseded data were derived.
 MO1170
 MO1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0297244288(NAD 83)
 MO1170
 MO1170  HISTORY     - Date     Condition        Report By
 MO1170  HISTORY     - UNK      MONUMENTED
 MO1170  HISTORY     - 1951     GOOD             USGS
 MO1170
 MO1170                          STATION DESCRIPTION
 MO1170
 MO1170'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (JWZ)
 MO1170'TO REACH STATION FROM WHEATLAND BY A MORE CONVENIENT ROUTE, GO S. ON
 MO1170'HIGHWAY 87 6.6 MI. TO THE JUNCTION WITH HIGHWAY 34, TURN RIGHT AND
 MO1170'PROCEED 0.7 MI. TO RD. LEADING TO HERMANS RANCH, CONTINUE THROUGH
 MO1170'BARN YARD, TURN RIGHT AND FOLLOW FIELD RD. UP E. SIDE OF DEEP DITCH
 MO1170'TO A BRIDGE ACROSS ANOTHER IRRIGATION DITCH, CROSS DITCH, GO THROUGH
 MO1170'GATE IN E-W. FENCE AND DRIVE UP SLOPE TO TOP OF RIDGE WHERE STATION
 MO1170'IS LOCATED.
 MO1170'
 MO1170'RECOVERED.
 MO1170'
 MO1170'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED
 MO1170'---HERMAN 1947 5211---.
 MO1170'
 MO1170'REFERENCE MARK NO. 1--STANDARD TABLET, SET IN CONCRETE POST, 51.24
 MO1170'FT. FROM STATION, N 84 DEG 29 MIN E.
 MO1170'
 MO1170'REFERENCE MARK NO. 2--STANDARD TABLET, SET IN CONCRETE POST, 40.72
 MO1170'FT. FROM STATION, N 48 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0488 ***********************************************************************
 MO0488  DESIGNATION -  HERMOSA
 MO0488  PID         -  MO0488
 MO0488  STATE/COUNTY-  WY/ALBANY
 MO0488  USGS QUAD   -  DALE CREEK (1987)
 MO0488
 MO0488                         *CURRENT SURVEY CONTROL
 MO0488  ___________________________________________________________________
 MO0488* NAD 83(1993)-  41 06 09.89633(N)    105 28 11.83367(W)     ADJUSTED  
 MO0488* NAVD 88     -      2463.479  (meters)    8082.26   (feet)  ADJUSTED  
 MO0488  ___________________________________________________________________
 MO0488  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 MO0488  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 MO0488  DYNAMIC HT  -        2461.207 (meters)    8074.81  (feet)  COMP
 MO0488  MODELED GRAV-     979,611.0   (mgal)                       NAVD 88
 MO0488
 MO0488  HORZ ORDER  -  SECOND
 MO0488  VERT ORDER  -  FIRST     CLASS II
 MO0488
 MO0488.The horizontal coordinates were established by classical geodetic methods
 MO0488.and adjusted by the National Geodetic Survey in January 1997..
 MO0488
 MO0488.The orthometric height was determined by differential leveling
 MO0488.and adjusted by the National Geodetic Survey in June 1991..
 MO0488
 MO0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0488
 MO0488.The geoid height was determined by GEOID03.
 MO0488
 MO0488.The dynamic height is computed by dividing the NAVD 88
 MO0488.geopotential number by the normal gravity value computed on the
 MO0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0488.degrees latitude (g = 980.6199 gals.).
 MO0488
 MO0488.The modeled gravity was interpolated from observed gravity values.
 MO0488
 MO0488;                    North         East     Units Scale Factor Converg.
 MO0488;SPC WY E     -    66,975.461   174,524.125   MT  0.99994548   -0 11 57.8
 MO0488;SPC CO N     -   501,274.227   916,926.012   MT  1.00006746   +0 01 09.9
 MO0488;SPC CO N     - 1,644,597.19  3,008,281.42   sFT  1.00006746   +0 01 09.9
 MO0488;UTM  13      - 4,550,269.672   460,537.547   MT  0.99961917   -0 18 32.2
 MO0488
 MO0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0488!SPC WY E     -   0.99961560  x   0.99994548  =   0.99956110
 MO0488!SPC CO N     -   0.99961560  x   1.00006746  =   0.99968304
 MO0488!UTM  13      -   0.99961560  x   0.99961917  =   0.99923492
 MO0488
 MO0488|---------------------------------------------------------------------|
 MO0488| PID    Reference Object                     Distance      Geod. Az  |
 MO0488|                                                           dddmmss.s |
 MO0488| MO0486 HERMOSA RM 2                         13.055 METERS 07441     |
 MO0488| MO1229 PORTLAND KANSAS CITY AWY BCN 9      APPROX. 5.7 KM 1851407.1 |
 MO0488| MO0491 HERMOSA AZ MK                                      2323124.3 |
 MO0488| MO0487 HERMOSA RM 1                         10.081 METERS 33917     |
 MO0488|---------------------------------------------------------------------|
 MO0488
 MO0488                          SUPERSEDED SURVEY CONTROL
 MO0488
 MO0488  NAD 83(1993)-  41 06 09.88364(N)    105 28 11.83698(W) AD(       ) 2
 MO0488  NAD 83(1986)-  41 06 09.88301(N)    105 28 11.83593(W) AD(       ) 2
 MO0488  NAD 27      -  41 06 09.94600(N)    105 28 09.88800(W) AD(       ) 2
 MO0488  NGVD 29 (??/??/92) 2462.32   (m)         8078.5    (f) COMPUTED    1 2
 MO0488
 MO0488.Superseded values are not recommended for survey control.
 MO0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0488.See file dsdata.txt to determine how the superseded data were derived.
 MO0488
 MO0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6053850270(NAD 83)
 MO0488_MARKER: DS = TRIANGULATION STATION DISK
 MO0488_SETTING: 66 = SET IN ROCK OUTCROP
 MO0488_SP_SET: GRANITE ROCK
 MO0488_STAMPING: HERMOSA 1948
 MO0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0488+STABILITY: POSITION/ELEVATION WELL
 MO0488
 MO0488  HISTORY     - Date     Condition        Report By
 MO0488  HISTORY     - 1948     MONUMENTED       CGS
 MO0488  HISTORY     - 1956     GOOD             CGS
 MO0488  HISTORY     - 1956     GOOD             NGS
 MO0488
 MO0488                          STATION DESCRIPTION
 MO0488
 MO0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO0488'THE STATION IS LOCATED ABOUT 19 MILES AIR LINE SOUTH-SOUTHEAST
 MO0488'OF LARAMIE, ABOUT 1 MILE AIR LINE NORTHEAST OF THE SMALL
 MO0488'RAILROAD STATION AT HERMOSA, IN OPEN GRASSY PASTURE LAND, ON
 MO0488'A ROCKY POINT WHICH IS THE HIGHEST POINT IN THE VICINITY,
 MO0488'0.15 MILE NORTHWEST OF A FENCE CORNER AT A CATTLE GUARD, 0.1
 MO0488'MILE WEST OF A FENCE LINE, 12 FEET EAST OF THE HIGHEST POINT
 MO0488'OF PEAK, PROJECTS 4 INCHES, STAMPED, HERMOSA 1948.
 MO0488'
 MO0488'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 FEET LOWER THAN THE
 MO0488'STATION, SET FLUSH, STAMPED, HERMOSA NO 1 1948.
 MO0488'
 MO0488'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 FEET LOWER THAN THE
 MO0488'STATION, PROJECTS 6 INCHES, STAMPED, HERMOSA NO 2 1948.
 MO0488'
 MO0488'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, 35
 MO0488'PACES SOUTHEAST OF A Y INTERSECTION, 21 PACES SOUTH OF THE
 MO0488'CENTER LINE OF ROAD TO STATION, 15 FEET SOUTH OF A 4 X 4 WITNESS
 MO0488'POST, PROJECTS 4 FEET AND IS STAMPED, HERMOSA 1948.
 MO0488'
 MO0488'TO REACH FROM THE POST OFFICE IN LARAMIE, GO WEST 1 BLOCK TO
 MO0488'2ND STREET, THEN LEFT (SOUTH) ON U.S. HIGHWAY 287 FOR 18.6
 MO0488'MILES TO A CROSSROAD JUST AFTER PASSING A TEXACO SERVICE
 MO0488'STATION AT TIE SIDING.  TURN LEFT ON DIRT ROAD AND GO 1.1
 MO0488'MILE TO RAILROAD STATION AT HERMOSA.  CROSS RAILROAD TRACKS
 MO0488'AND FOLLOW MAIN ROAD NORTHEAST FOR 0.85 MILE TO A FORK AND
 MO0488'AZIMUTH MARK AS DESCRIBED ABOVE.  TAKE THE RIGHT FORK AND GO
 MO0488'1.3 MILE TO A CATTLE GUARD.  TURN LEFT AT CATTLE GUARD,
 MO0488'LEAVING ROAD, AND GO 0.15 MILE WEST TO A SMALL ROCKY BUTTE AND
 MO0488'STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 MO0488
 MO0488                          STATION RECOVERY (1956)
 MO0488
 MO0488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 MO0488'0.8 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0488'RAILROAD STATION SIGN AT HERMOSA, THENCE 1.15 MILES NORTHEAST
 MO0488'ALONG A WINDING GRAVELED ROAD, THENCE 0.15 MILE NORTHWEST ACROSS
 MO0488'A PASTURE, ON THE HIGHEST POINT OF A ROCKY HILL, 0.15 MILE
 MO0488'SOUTHWEST OF A CATTLE GUARD, SET IN THE TOP OF A GRANITE ROCK,
 MO0488'A TRIANGULATION STATION DISK STAMPED HERMOSA 1948, IN THE
 MO0488'CENTER OF THE NORTH 1/2 OF SECTION 16, TOWNSHIP 13 NORTH,
 MO0488'RANGE 72 WEST.
 MO0488'
 MO0488'HERMOSA R.M. 1 IS 10.8 FEET NORTHWEST OF TRIANGULATION STATION
 MO0488'HERMOSA 1948, A REFERENCE MARK DISK SET IN THE TOP OF A GRANITE
 MO0488'ROCK, STAMPED HERMOSA NO 1 1948.
 MO0488'
 MO0488'HERMOSA R.M. 2 IS 13.5 FEET NORTHEAST OF TRIANGULATION STATION
 MO0488'HERMOSA 1948, A REFERENCE MARK DISK SET IN THE TOP OF A GRANITE
 MO0488'ROCK, STAMPED HERMOSA NO 2 1948.
 MO0488'
 MO0488'HERMOSA 1948 AZIMUTH IS 1.0 MILE NORTHEAST OF TRIANGULATION
 MO0488'STATION HERMOSA 1948, 91 FEET EAST OF THE CENTER LINE OF A
 MO0488'NORTH AND SOUTH ROAD, 65 FEET SOUTH OF THE CENTER LINE OF A
 MO0488'ROAD LEADING EAST, 4 FEET ABOVE THE GROUND, AN AZIMUTH MARK
 MO0488'DISK SET IN THE TOP OF A LARGE GRANITE OUTCROP, STAMPED
 MO0488'HERMOSA 1948, IN THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP
 MO0488'13 NORTH, RANGE 72 WEST.
 MO0488
 MO0488                          STATION RECOVERY (1956)
 MO0488
 MO0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MO0488'2.1 MI NE FROM HERMOSA.
 MO0488'0.8 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0488'RAILROAD STATION SIGN AT HERMOSA, THENCE 1.15 MILES NORTHEAST
 MO0488'ALONG A WINDING GRAVELED ROAD, THENCE 0.15 MILE NORTHWEST ACROSS
 MO0488'A PASTURE, ON THE HIGHEST POINT OF A ROCKY HILL, 0.15 MILE
 MO0488'SOUTHWEST OF A CATTLE GUARD, SET IN THE TOP OF A GRANITE ROCK, IN
 MO0488'THE CENTER OF THE NORTH 1/2 OF SECTION 16, TOWNSHIP 13 NORTH,
 MO0488'RANGE 72 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0491 ***********************************************************************
 MO0491  DESIGNATION -  HERMOSA AZ MK
 MO0491  PID         -  MO0491
 MO0491  STATE/COUNTY-  WY/ALBANY
 MO0491  USGS QUAD   -  DALE CREEK (1987)
 MO0491
 MO0491                         *CURRENT SURVEY CONTROL
 MO0491  ___________________________________________________________________
 MO0491* NAD 83(1986)-  41 05 40.     (N)    105 29 00.     (W)     SCALED    
 MO0491* NAVD 88     -      2428.381  (meters)    7967.11   (feet)  ADJUSTED  
 MO0491  ___________________________________________________________________
 MO0491  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 MO0491  DYNAMIC HT  -        2426.147 (meters)    7959.78  (feet)  COMP
 MO0491  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 MO0491
 MO0491  VERT ORDER  -  FIRST     CLASS II
 MO0491
 MO0491.The horizontal coordinates were scaled from a topographic map and have
 MO0491.an estimated accuracy of +/- 6 seconds.
 MO0491
 MO0491.The orthometric height was determined by differential leveling
 MO0491.and adjusted by the National Geodetic Survey in June 1991..
 MO0491
 MO0491.The geoid height was determined by GEOID03.
 MO0491
 MO0491.The dynamic height is computed by dividing the NAVD 88
 MO0491.geopotential number by the normal gravity value computed on the
 MO0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0491.degrees latitude (g = 980.6199 gals.).
 MO0491
 MO0491.The modeled gravity was interpolated from observed gravity values.
 MO0491
 MO0491;                    North         East    Units  Estimated Accuracy
 MO0491;SPC WY E     -    66,060.      173,400.      MT  (+/- 180 meters Scaled)
 MO0491
 MO0491                          SUPERSEDED SURVEY CONTROL
 MO0491
 MO0491  NGVD 29 (??/??/92) 2427.23   (m)         7963.3    (f) COMPUTED    1 2
 MO0491
 MO0491.Superseded values are not recommended for survey control.
 MO0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0491.See file dsdata.txt to determine how the superseded data were derived.
 MO0491
 MO0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF594493(NAD 83)
 MO0491_MARKER: DZ = AZIMUTH MARK DISK
 MO0491_SETTING: 66 = SET IN ROCK OUTCROP
 MO0491_SP_SET: GRANITE OUTCROP
 MO0491_STAMPING: HERMOSA 1948
 MO0491_MARK LOGO: CGS   
 MO0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0491+STABILITY: POSITION/ELEVATION WELL
 MO0491
 MO0491  HISTORY     - Date     Condition        Report By
 MO0491  HISTORY     - 1948     MONUMENTED       CGS
 MO0491  HISTORY     - 1956     GOOD             NGS
 MO0491  HISTORY     - 1983     GOOD             NGS
 MO0491
 MO0491                          STATION DESCRIPTION
 MO0491
 MO0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0491'0.8 MI N FROM HERMOSA.
 MO0491'0.8 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0491'RAILROAD STATION SIGN AT HERMOSA, 91 FEET EAST OF THE CENTER
 MO0491'LINE OF A NORTH AND SOUTH ROAD, 65 FEET SOUTH OF THE CENTER
 MO0491'LINE OF A ROAD LEADING EAST, 1.0 MILE NORTHEAST OF TRIANGULATION
 MO0491'STATION HERMOSA 1948, 4 FEET ABOVE THE GROUND, SET IN THE TOP
 MO0491'OF A LARGE GRANITE OUTCROP, IN THE SOUTHEAST 1/4 OF SECTION 17,
 MO0491'TOWNSHIP 13 NORTH, RANGE 72 WEST.
 MO0491
 MO0491                          STATION RECOVERY (1983)
 MO0491
 MO0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0491'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.6 KM
 MO0491'(17.75 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0491'STATION IN LARAMIE, THENCE 1.3 KM (0.8 MI) NORTH ALONG A DIRT ROAD.
 MO0491'NOTE--NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0487 ***********************************************************************
 MO0487  DESIGNATION -  HERMOSA RM 1
 MO0487  PID         -  MO0487
 MO0487  STATE/COUNTY-  WY/ALBANY
 MO0487  USGS QUAD   -  DALE CREEK (1987)
 MO0487
 MO0487                         *CURRENT SURVEY CONTROL
 MO0487  ___________________________________________________________________
 MO0487* NAD 83(1986)-  41 06 19.     (N)    105 28 19.     (W)     SCALED    
 MO0487* NAVD 88     -      2461.736  (meters)    8076.55   (feet)  ADJUSTED  
 MO0487  ___________________________________________________________________
 MO0487  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 MO0487  DYNAMIC HT  -        2459.463 (meters)    8069.09  (feet)  COMP
 MO0487  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 MO0487
 MO0487  VERT ORDER  -  FIRST     CLASS II
 MO0487
 MO0487.The horizontal coordinates were scaled from a topographic map and have
 MO0487.an estimated accuracy of +/- 6 seconds.
 MO0487
 MO0487.The orthometric height was determined by differential leveling
 MO0487.and adjusted by the National Geodetic Survey in June 1991..
 MO0487
 MO0487.The geoid height was determined by GEOID03.
 MO0487
 MO0487.The dynamic height is computed by dividing the NAVD 88
 MO0487.geopotential number by the normal gravity value computed on the
 MO0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0487.degrees latitude (g = 980.6199 gals.).
 MO0487
 MO0487.The modeled gravity was interpolated from observed gravity values.
 MO0487
 MO0487;                    North         East    Units  Estimated Accuracy
 MO0487;SPC WY E     -    67,260.      174,360.      MT  (+/- 180 meters Scaled)
 MO0487
 MO0487                          SUPERSEDED SURVEY CONTROL
 MO0487
 MO0487  NGVD 29 (??/??/92) 2460.573  (m)         8072.73   (f) ADJ UNCH    1 2
 MO0487
 MO0487.Superseded values are not recommended for survey control.
 MO0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0487.See file dsdata.txt to determine how the superseded data were derived.
 MO0487
 MO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF603505(NAD 83)
 MO0487_MARKER: DR = REFERENCE MARK DISK
 MO0487_SETTING: 66 = SET IN ROCK OUTCROP
 MO0487_SP_SET: GRANITE ROCK
 MO0487_STAMPING: HERMOSA NO 1 1948
 MO0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0487+STABILITY: POSITION/ELEVATION WELL
 MO0487
 MO0487  HISTORY     - Date     Condition        Report By
 MO0487  HISTORY     - 1948     MONUMENTED       CGS
 MO0487  HISTORY     - 1956     GOOD             NGS
 MO0487
 MO0487                          STATION DESCRIPTION
 MO0487
 MO0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0487'2.1 MI NE FROM HERMOSA.
 MO0487'0.8 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0487'RAILROAD STATION SIGN AT HERMOSA, THENCE 1.15 MILES NORTHEAST
 MO0487'ALONG A WINDING GRAVELED ROAD, THENCE 0.15 MILE NORTHWEST ACROSS
 MO0487'A PASTURE, ON THE HIGHEST POINT OF A ROCKY HILL, 0.15 MILE
 MO0487'SOUTHWEST OF A CATTLE GUARD, 10.8 FEET NORTHWEST OF TRIANGULATION
 MO0487'STATION HERMOSA 1948, SET IN THE TOP OF A GRANITE ROCK, IN THE
 MO0487'CENTER OF THE NORTH 1/2 OF SECTION 16, TOWNSHIP 13 NORTH, RANGE
 MO0487'72 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0486 ***********************************************************************
 MO0486  DESIGNATION -  HERMOSA RM 2
 MO0486  PID         -  MO0486
 MO0486  STATE/COUNTY-  WY/ALBANY
 MO0486  USGS QUAD   -  DALE CREEK (1987)
 MO0486
 MO0486                         *CURRENT SURVEY CONTROL
 MO0486  ___________________________________________________________________
 MO0486* NAD 83(1986)-  41 06 19.     (N)    105 28 19.     (W)     SCALED    
 MO0486* NAVD 88     -      2461.811  (meters)    8076.79   (feet)  ADJUSTED  
 MO0486  ___________________________________________________________________
 MO0486  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 MO0486  DYNAMIC HT  -        2459.538 (meters)    8069.33  (feet)  COMP
 MO0486  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 MO0486
 MO0486  VERT ORDER  -  FIRST     CLASS II
 MO0486
 MO0486.The horizontal coordinates were scaled from a topographic map and have
 MO0486.an estimated accuracy of +/- 6 seconds.
 MO0486
 MO0486.The orthometric height was determined by differential leveling
 MO0486.and adjusted by the National Geodetic Survey in June 1991..
 MO0486
 MO0486.The geoid height was determined by GEOID03.
 MO0486
 MO0486.The dynamic height is computed by dividing the NAVD 88
 MO0486.geopotential number by the normal gravity value computed on the
 MO0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0486.degrees latitude (g = 980.6199 gals.).
 MO0486
 MO0486.The modeled gravity was interpolated from observed gravity values.
 MO0486
 MO0486;                    North         East    Units  Estimated Accuracy
 MO0486;SPC WY E     -    67,260.      174,360.      MT  (+/- 180 meters Scaled)
 MO0486
 MO0486                          SUPERSEDED SURVEY CONTROL
 MO0486
 MO0486  NGVD 29 (??/??/92) 2460.647  (m)         8072.97   (f) ADJ UNCH    1 2
 MO0486
 MO0486.Superseded values are not recommended for survey control.
 MO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0486.See file dsdata.txt to determine how the superseded data were derived.
 MO0486
 MO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF603505(NAD 83)
 MO0486_MARKER: DR = REFERENCE MARK DISK
 MO0486_SETTING: 66 = SET IN ROCK OUTCROP
 MO0486_SP_SET: GRANITE ROCK
 MO0486_STAMPING: HERMOSA NO 2 1948
 MO0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0486+STABILITY: POSITION/ELEVATION WELL
 MO0486
 MO0486  HISTORY     - Date     Condition        Report By
 MO0486  HISTORY     - 1948     MONUMENTED       CGS
 MO0486  HISTORY     - 1956     GOOD             NGS
 MO0486
 MO0486                          STATION DESCRIPTION
 MO0486
 MO0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0486'2.1 MI NE FROM HERMOSA.
 MO0486'0.8 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0486'RAILROAD STATION SIGN AT HERMOSA, THENCE 1.15 MILES NORTHEAST
 MO0486'ALONG A WINDING GRAVELED ROAD, THENCE 0.15 MILE NORTHWEST ACROSS
 MO0486'A PASTURE, ON THE HIGHEST POINT OF A ROCKY HILL, 0.15 MILE
 MO0486'SOUTHWEST OF A CATTLE GUARD, 13.5 FEET NORTHEAST OF TRIANGULATION
 MO0486'STATION HERMOSA 1948, IN THE CENTER OF THE NORTH 1/2 OF SECTION
 MO0486'16, TOWNSHIP 13 NORTH, RANGE 72 WEST, SET IN THE TOP OF A GRANITE
 MO0486'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0338 ***********************************************************************
 OV0338  DESIGNATION -  HESSE
 OV0338  PID         -  OV0338
 OV0338  STATE/COUNTY-  WY/JOHNSON
 OV0338  USGS QUAD   -  SOLDIER CREEK (1961)
 OV0338
 OV0338                         *CURRENT SURVEY CONTROL
 OV0338  ___________________________________________________________________
 OV0338* NAD 83(1993)-  43 52 03.65905(N)    106 19 15.37899(W)     ADJUSTED  
 OV0338* NAVD 88     -      1412.5    (meters)    4634.     (feet)  VERTCON   
 OV0338  ___________________________________________________________________
 OV0338  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 OV0338  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 OV0338  OBS GRAVITY -     980,075.0   (mgal)                       GRAV_OBS
 OV0338
 OV0338  HORZ ORDER  -  THIRD
 OV0338  VERT ORDER  -  THIRD ? (See Below)
 OV0338
 OV0338.The horizontal coordinates were established by classical geodetic methods
 OV0338.and adjusted by the National Geodetic Survey in January 1997..
 OV0338
 OV0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0338.The vertical order pertains to the NGVD 29 superseded value.
 OV0338
 OV0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0338
 OV0338.The geoid height was determined by GEOID03.
 OV0338.The observed gravity was obtained from relative gravimeter ties
 OV0338.to the IGSN71 gravity network.
 OV0338
 OV0338;                    North         East     Units Scale Factor Converg.
 OV0338;SPC WYEC     -   474,546.627   481,375.655   MT  1.00001892   +0 42 05.8
 OV0338;UTM  13      - 4,858,024.833   393,859.457   MT  0.99973856   -0 54 55.8
 OV0338
 OV0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0338!SPC WYEC     -   0.99978077  x   1.00001892  =   0.99979969
 OV0338!UTM  13      -   0.99978077  x   0.99973856  =   0.99951939
 OV0338
 OV0338:                Primary Azimuth Mark                     Grid Az
 OV0338:SPC WYEC     -  RAM                                      097 05 07.3
 OV0338:UTM  13      -  RAM                                      098 42 08.9
 OV0338
 OV0338|---------------------------------------------------------------------|
 OV0338| PID    Reference Object                     Distance      Geod. Az  |
 OV0338|                                                           dddmmss.s |
 OV0338| OV0326 RAM                                 APPROX. 8.1 KM 0974713.1 |
 OV0338|---------------------------------------------------------------------|
 OV0338
 OV0338                          SUPERSEDED SURVEY CONTROL
 OV0338
 OV0338  NAD 83(1986)-  43 52 03.64049(N)    106 19 15.35060(W) AD(       ) 3
 OV0338  NAD 27      -  43 52 03.72312(N)    106 19 13.24278(W) AD(       ) 3
 OV0338  NGVD 29 (07/19/86) 1411.8    (m)         4632.     (f) LEVELING    3  
 OV0338
 OV0338.Superseded values are not recommended for survey control.
 OV0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0338.See file dsdata.txt to determine how the superseded data were derived.
 OV0338
 OV0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ9385958025(NAD 83)
 OV0338_MARKER: DD = SURVEY DISK
 OV0338_SETTING: 0 = UNSPECIFIED SETTING
 OV0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0338
 OV0338  HISTORY     - Date     Condition        Report By
 OV0338  HISTORY     - 1958     MONUMENTED       USGS
 OV0338
 OV0338                          STATION DESCRIPTION
 OV0338
 OV0338'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0338'STATION IS LOCATED  ON A N-S. RIDGE ABOUT 19.0 MI. AIR NE. OF KAYCEE
 OV0338'AND 11.6 MI. AIR N. OF SUSSEX.
 OV0338'
 OV0338'TO REACH STATION FROM SUSSEX POST OFFICE, FOLLOW STATE SECONDARY
 OV0338'HIGHWAY 1002 N. AND W. FOR 2.1 MI. TO T-RD. N., TAKE GRAVELED RD. N.
 OV0338'7.0 MI. TO T-RD. W., TAKE RD. W. AND N. 5.5 MI.TO T-TRAIL E.TAKE TRAIL
 OV0338'E. 1.0 MI. TO HIGH POINT ON RIDGE AND STATION SITE.
 OV0338'
 OV0338'STATION MARK - STANDARD TRIANGULATION TABLET SET IN A CONCRETE POST
 OV0338'STAMPED --- HESSE 1958 --- PROJECTING 0.5 FT. ABOVE GROUND.
 OV0338'
 OV0338'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0495 ***********************************************************************
 PV0495  DESIGNATION -  HEWES
 PV0495  PID         -  PV0495
 PV0495  STATE/COUNTY-  WY/CROOK
 PV0495  USGS QUAD   -  PFEIFFER HILL (1984)
 PV0495
 PV0495                         *CURRENT SURVEY CONTROL
 PV0495  ___________________________________________________________________
 PV0495* NAD 83(1993)-  44 21 11.74475(N)    104 27 14.77553(W)     ADJUSTED  
 PV0495* NAVD 88     -      1622.3    (meters)    5322.     (feet)  VERTCON   
 PV0495  ___________________________________________________________________
 PV0495  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 PV0495  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 PV0495
 PV0495  HORZ ORDER  -  THIRD
 PV0495
 PV0495.The horizontal coordinates were established by classical geodetic methods
 PV0495.and adjusted by the National Geodetic Survey in January 1998..
 PV0495
 PV0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0495
 PV0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0495
 PV0495.The geoid height was determined by GEOID03.
 PV0495
 PV0495;                    North         East     Units Scale Factor Converg.
 PV0495;SPC WY E     -   428,246.822   256,808.205   MT  0.99997717   +0 29 53.3
 PV0495;UTM  13      - 4,911,255.030   543,506.198   MT  0.99962328   +0 22 53.9
 PV0495
 PV0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0495!SPC WY E     -   0.99974782  x   0.99997717  =   0.99972499
 PV0495!UTM  13      -   0.99974782  x   0.99962328  =   0.99937119
 PV0495
 PV0495:                Primary Azimuth Mark                     Grid Az
 PV0495:SPC WY E     -  SUN                                      057 14 02.0
 PV0495:UTM  13      -  SUN                                      057 21 01.4
 PV0495
 PV0495|---------------------------------------------------------------------|
 PV0495| PID    Reference Object                     Distance      Geod. Az  |
 PV0495|                                                           dddmmss.s |
 PV0495| PV0500 SUN                                 APPROX. 7.3 KM 0574355.3 |
 PV0495|---------------------------------------------------------------------|
 PV0495
 PV0495                          SUPERSEDED SURVEY CONTROL
 PV0495
 PV0495  NAD 83(1993)-  44 21 11.74395(N)    104 27 14.77562(W) AD(       ) 3
 PV0495  NAD 83(1986)-  44 21 11.73827(N)    104 27 14.76177(W) AD(       ) 3
 PV0495  NAD 27      -  44 21 11.80330(N)    104 27 12.93085(W) AD(       ) 3
 PV0495  NGVD 29 (07/19/86) 1621.7    (m)         5321.     (f) VERT ANG       
 PV0495
 PV0495.Superseded values are not recommended for survey control.
 PV0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0495.See file dsdata.txt to determine how the superseded data were derived.
 PV0495
 PV0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK4350611255(NAD 83)
 PV0495_MARKER: DD = SURVEY DISK
 PV0495_SETTING: 66 = SET IN ROCK OUTCROP
 PV0495_SP_SET: SET IN ROCK OUTCROP
 PV0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0495+STABILITY: POSITION/ELEVATION WELL
 PV0495
 PV0495  HISTORY     - Date     Condition        Report By
 PV0495  HISTORY     - 1957     MONUMENTED       USGS
 PV0495
 PV0495                          STATION DESCRIPTION
 PV0495
 PV0495'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0495'STATION IS LOCATED ON LONE BALD TOP ABOUT 3.5 MI. S. AND 4.0 MI. W.
 PV0495'OF SUNDANCE, WYOMING, CROOK COUNTY.  IT IS LOCATED APPROXIMATELY IN
 PV0495'THE S. PART OF SEC. 32, T 51 N, R 63 W.
 PV0495'
 PV0495'TO REACH FROM THE CROOK COUNTY COURT HOUSE IN SUNDANCE, PROCEED W.
 PV0495'ALONG U.S. HIGHWAY 14 FOR 1.3 MI. TO JUNCTION OF WYOMING STATE HIGHWAY
 PV0495'116.  TURN LEFT AND GO S. ON STATE HIGHWAY 116 FOR 0.5 MI. TO A T-RD.
 PV0495'W.  TURN RIGHT AND GO W. AND SW. FOR 3.2 MI. TO A GATE ON THE S.
 PV0495'THENCE TURN LEFT AND GO S. THROUGH GATE AND GO 1.1 MI. ALONG THE TRACK
 PV0495'RD. TO ANOTHER GATE IN A N-S. FENCE, TURN RIGHT THROUGH GATE AND
 PV0495'CONTINUE S. FOR 0.2 MI. TO END OF TRUCK TRAVEL.  FROM HERE PACK S. FOR
 PV0495'ABOUT 1000 FT. TO THE TOP OF THE HILL AND STATION.
 PV0495'
 PV0495'STATION MARK--A USGS STANDARD TABLET STAMPED ---HEWES 1957--- AND SET
 PV0495'IN THE TOP OF A SMALL ROCK PROJECTING ABOUT 0.2 FT. ABOVE THE GROUND.
 PV0495'
 PV0495'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0478 ***********************************************************************
 PX0478  DESIGNATION -  HG 2
 PX0478  PID         -  PX0478
 PX0478  STATE/COUNTY-  WY/PARK
 PX0478  USGS QUAD   -  CLARK (1987)
 PX0478
 PX0478                         *CURRENT SURVEY CONTROL
 PX0478  ___________________________________________________________________
 PX0478* NAD 83(1993)-  44 57 36.60226(N)    109 12 23.82049(W)     ADJUSTED  
 PX0478* NAVD 88     -      1454.04   (+/-2cm)    4770.5    (feet)  VERTCON   
 PX0478  ___________________________________________________________________
 PX0478  LAPLACE CORR-         -27.58  (seconds)                    DEFLEC99
 PX0478  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 PX0478
 PX0478  HORZ ORDER  -  THIRD
 PX0478  VERT ORDER  -  THIRD ? (See Below)
 PX0478
 PX0478.The horizontal coordinates were established by classical geodetic methods
 PX0478.and adjusted by the National Geodetic Survey in January 1997..
 PX0478
 PX0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0478.The vertical order pertains to the NGVD 29 superseded value.
 PX0478
 PX0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0478
 PX0478.The geoid height was determined by GEOID03.
 PX0478
 PX0478;                    North         East     Units Scale Factor Converg.
 PX0478;SPC WYWC     -   495,539.433   563,974.524   MT  0.99995345   -0 19 21.6
 PX0478;SPC MT       -    78,981.018   623,148.863   MT  1.00002414   +0 12 52.6
 PX0478;SPC MT       -   259,124.07  2,044,451.65   iFT  1.00002414   +0 12 52.6
 PX0478;UTM  12      - 4,980,089.948   641,443.997   MT  0.99984601   +1 16 02.8
 PX0478
 PX0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0478!SPC WYWC     -   0.99977387  x   0.99995345  =   0.99972733
 PX0478!SPC MT       -   0.99977387  x   1.00002414  =   0.99979801
 PX0478!UTM  12      -   0.99977387  x   0.99984601  =   0.99961992
 PX0478
 PX0478:                Primary Azimuth Mark                     Grid Az
 PX0478:SPC WYWC     -  LINE                                     322 24 58.1
 PX0478:SPC MT       -  LINE                                     321 52 43.9
 PX0478:UTM  12      -  LINE                                     320 49 33.7
 PX0478
 PX0478|---------------------------------------------------------------------|
 PX0478| PID    Reference Object                     Distance      Geod. Az  |
 PX0478|                                                           dddmmss.s |
 PX0478| PX0488 LINE                                APPROX. 4.5 KM 3220536.5 |
 PX0478|---------------------------------------------------------------------|
 PX0478
 PX0478                          SUPERSEDED SURVEY CONTROL
 PX0478
 PX0478  NAD 83(1986)-  44 57 36.58383(N)    109 12 23.78921(W) AD(       ) 3
 PX0478  NGVD 29 (09/11/89) 1452.95   (m)         4766.9    (f) LEVELING    3  
 PX0478
 PX0478.Superseded values are not recommended for survey control.
 PX0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0478.See file dsdata.txt to determine how the superseded data were derived.
 PX0478
 PX0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4144480090(NAD 83)
 PX0478_MARKER: DB = BENCH MARK DISK
 PX0478_SETTING: 0 = UNSPECIFIED SETTING
 PX0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0478
 PX0478  HISTORY     - Date     Condition        Report By
 PX0478  HISTORY     - 1947     MONUMENTED       USGS
 PX0478
 PX0478                          STATION DESCRIPTION
 PX0478
 PX0478'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0478'LOCATED ABOUT 37.8 MI. NW. OF CODY WYOMING, ABOUT 3.7 MI. NW. OF
 PX0478'LINDQUIST BROTHERS STORE AT CLARK WYOMING, NEAR THE SE. CORNER OF
 PX0478'SEC. 32 T.58 N., R. 102 W. ABOUT 31 FT. W. OF THE CENTER OF THE RD.
 PX0478'
 PX0478'TO REACH STATION FROM THE LINDQUIST BROTHERS STORE AT CLARK, WYOMING
 PX0478'FOLLOW MAIN RD. N. FOR ABOUT 0.8 MI. TO THE JUNCTION OF RDS. TAKE LEFT
 PX0478'HAND FORK NW. AND FOLLOW TRAIL RD. FOR ABOUT 2.5 MI. TO A RD. FORK.
 PX0478'TAKE RIGHT HAND FORK AND FOLLOW TRAIL RD. FOR ABOUT 0.5 MI. TO TOP OF
 PX0478'A LOW ROCK OUTCROP AND STATION LOCATION.
 PX0478'
 PX0478'STATION MARK - A STANDARD USGS BENCH MARK TABLET STAMPED
 PX0478'---H G 2 1947--- CEMENTED IN A LIMESTONE OUTCROP.
 PX0478'
 PX0478'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0781 ***********************************************************************
 MR0781  DESIGNATION -  HICKEY
 MR0781  PID         -  MR0781
 MR0781  STATE/COUNTY-  WY/UINTA
 MR0781  USGS QUAD   -  LONETREE (1980)
 MR0781
 MR0781                         *CURRENT SURVEY CONTROL
 MR0781  ___________________________________________________________________
 MR0781* NAD 83(1993)-  41 04 58.45130(N)    110 13 58.11093(W)     ADJUSTED  
 MR0781* NAVD 88     -      2688.9    (meters)    8822.     (feet)  VERTCON   
 MR0781  ___________________________________________________________________
 MR0781  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 MR0781  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 MR0781
 MR0781  HORZ ORDER  -  THIRD
 MR0781
 MR0781.The horizontal coordinates were established by classical geodetic methods
 MR0781.and adjusted by the National Geodetic Survey in January 1997..
 MR0781
 MR0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0781
 MR0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0781
 MR0781.The geoid height was determined by GEOID03.
 MR0781
 MR0781;                    North         East     Units Scale Factor Converg.
 MR0781;SPC WY W     -   164,738.044   787,440.425   MT  0.99993944   -0 05 53.6
 MR0781;UTM  12      - 4,548,243.690   564,441.325   MT  0.99965111   +0 30 15.0
 MR0781
 MR0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0781!SPC WY W     -   0.99958052  x   0.99993944  =   0.99951999
 MR0781!UTM  12      -   0.99958052  x   0.99965111  =   0.99923178
 MR0781
 MR0781:                Primary Azimuth Mark                     Grid Az
 MR0781:SPC WY W     -  LONE TREE ET TP                          038 33 28.4
 MR0781:UTM  12      -  LONE TREE ET TP                          037 57 19.8
 MR0781
 MR0781|---------------------------------------------------------------------|
 MR0781| PID    Reference Object                     Distance      Geod. Az  |
 MR0781|                                                           dddmmss.s |
 MR0781| MR0780 LONE TREE ET TP                     APPROX. 3.3 KM 0382734.8 |
 MR0781|---------------------------------------------------------------------|
 MR0781
 MR0781                          SUPERSEDED SURVEY CONTROL
 MR0781
 MR0781  NAD 83(1986)-  41 04 58.43497(N)    110 13 58.10373(W) AD(       ) 3
 MR0781  NAD 27      -  41 04 58.62166(N)    110 13 55.54762(W) AD(       ) 3
 MR0781  NGVD 29 (07/19/86) 2687.4    (m)         8817.     (f) VERT ANG       
 MR0781
 MR0781.Superseded values are not recommended for survey control.
 MR0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0781.See file dsdata.txt to determine how the superseded data were derived.
 MR0781
 MR0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL6444148244(NAD 83)
 MR0781
 MR0781  HISTORY     - Date     Condition        Report By
 MR0781  HISTORY     - 1958     MONUMENTED       USFS
 MR0781  HISTORY     - 1964     GOOD             USGS
 MR0781  HISTORY     - 1965     GOOD             USGS
 MR0781
 MR0781                          STATION DESCRIPTION
 MR0781
 MR0781'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MR0781'STATION IS APPROXIMATELY       MI. (AIRLINE) SE. OF EVANSTON, 13 MI.
 MR0781'SE. OF MOUNTAINVIEW AND 5 MI. NW. OF LONETREE POST OFFICE.  IT IS
 MR0781'APPROXIMATELY 0.5 MI. SW. OF THE NE. END OF HICKEY MOUNTAIN AT A POINT
 MR0781'WHERE THE RIDGE NARROWS TO ALMOST A HOGBACK RIDGE.
 MR0781'
 MR0781'ROUTE TO STATION--FROM THE BLINKER LIGHT IN MOUNTAINVIEW, GO SE. TO
 MR0781'LONETREE (ABOUT 23 MI.).  FROM THE POST OFFICE AT LONETREE, GO S. 0.1
 MR0781'MI. AND TURN RIGHT AT THE RD. ---T---.  AT 1.1 MI. A RD. TO LEFT,
 MR0781'CONTINUE STRAIGHT AHEAD (W.) TO 3.9 MI. AND TURN RIGHT THRU GATE.  AT
 MR0781'4.1 MI. PASS RANCH HOUSE ON LEFT.  END OF GRADED RD.  TURN RIGHT ON
 MR0781'DIM TRACK RD. CROSSING TWO DITCHES.  AT 4.3 MI. TURN RIGHT JUST AFTER
 MR0781'CROSSING STREAM, AT 4.5 MI. GO THRU GATE.  AT 5.6 MI. END OF TWO-WHEEL
 MR0781'TRAVEL AT FAINT TRACK INTERSECTION.  FOUR-WHEEL DRIVE VEHICLE CAN BE
 MR0781'DRIVEN FROM HERE ON VERY FAINT TRACK RD.  TURN LEFT AND CONTINUE TO
 MR0781'TOP OF RIDGE AT 7.3 MI.  TURN RIGHT (E.) ALONG TOP OF RIDGE AND FENCE
 MR0781'LINE TO 7.5 MI.  END OF TRUCK TRAVEL AND STATION.
 MR0781'
 MR0781'RECOVERED.
 MR0781'
 MR0781'STATION MARK--STANDARD USDA FOREST SERVICE BRONZE TABLET, CEMENTED IN
 MR0781'DRILL HOLE IN TOP OF AN EMBEDDED BOULDER.  BOULDER IS ABOUT 6 FT. S.
 MR0781'OF FENCE LINE.  TABLET IS STAMPED ---HICKEY 1958---.
 MR0781
 MR0781                          STATION RECOVERY (1965)
 MR0781
 MR0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MR0781'LOCATED ABOUT 13 MI. SE. OF MOUNTAINVIEW, 5 MI. NW. OF LONETREE POST
 MR0781'OFFICE, 0.5 MI. SW. OF THE NE. END OF HICKEY MOUNTAIN AT A POINT
 MR0781'WHERE THE RIDGE NARROWS TO ALMOST A HOGBACK RIDGE.
 MR0781'
 MR0781'TO REACH FROM POST OFFICE IN MOUNTAINVIEW, WYOMING, PROCEED E. ON
 MR0781'WYOMING STATE HIGHWAY 2105 FOR 17.3 MI. TO TRACK RD. ON RIGHT
 MR0781'OPPOSITE WIRE CORRAL ON E. SIDE OF HIGHWAY (THIS IS 3.8 MI. N. OF
 MR0781'LONETREE, WYOMING, POST OFFICE), TURN RIGHT AND FOLLOW WINDING RD.,
 MR0781'WHICH BECOMES VERY STEEP AT TIMES, FOR 2.2 MI. TO E. RIM OF HIGH
 MR0781'PLATEAU NEAR A TV TOWER, FOLLOW DIM RD. 0.3 MI. TOWARD ANOTHER
 MR0781'TV ANTENNA ON SE. RIM, CONTINUE ON DIM RD. FOR 1 MI. TO A FENCE
 MR0781'CORNER, FOLLOW RD. NEAR FENCELINE FOR 0.8 MI. TO STATION.
 MR0781'
 MR0781'RECOVERED.
 MR0781'
 MR0781'STATION MARK--STANDARD U.S. DEPARTMENT OF AGRICULTURE, FOREST SERVICE,
 MR0781'BRONZE TABLET STAMPED ---HICKEY 1958---, CEMENTED IN DRILL HOLE IN TOP
 MR0781'OF AN EMBEDDED BOULDER, ABOUT 6 FT. S. OF FENCELINE.
 MR0781'
 MR0781'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0401 ***********************************************************************
 OU0401  DESIGNATION -  HIDIVIDE
 OU0401  PID         -  OU0401
 OU0401  STATE/COUNTY-  WY/CAMPBELL
 OU0401  USGS QUAD   -  HILIGHT (1971)
 OU0401
 OU0401                         *CURRENT SURVEY CONTROL
 OU0401  ___________________________________________________________________
 OU0401* NAD 83(1993)-  43 46 56.17775(N)    105 16 51.21604(W)     ADJUSTED  
 OU0401* NAVD 88     -      1508.3    (meters)    4948.     (feet)  VERTCON   
 OU0401  ___________________________________________________________________
 OU0401  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 OU0401  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 OU0401
 OU0401  HORZ ORDER  -  SECOND
 OU0401
 OU0401.The horizontal coordinates were established by classical geodetic methods
 OU0401.and adjusted by the National Geodetic Survey in January 1997..
 OU0401
 OU0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0401
 OU0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0401
 OU0401.The geoid height was determined by GEOID03.
 OU0401
 OU0401;                    North         East     Units Scale Factor Converg.
 OU0401;SPC WY E     -   364,565.345   190,805.450   MT  0.99993854   -0 04 44.5
 OU0401;UTM  13      - 4,847,729.025   477,397.430   MT  0.99960628   -0 11 39.7
 OU0401
 OU0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0401!SPC WY E     -   0.99976587  x   0.99993854  =   0.99970443
 OU0401!UTM  13      -   0.99976587  x   0.99960628  =   0.99937224
 OU0401
 OU0401|---------------------------------------------------------------------|
 OU0401| PID    Reference Object                     Distance      Geod. Az  |
 OU0401|                                                           dddmmss.s |
 OU0401| CQ3966 HIDIVIDE RM 1                        11.437 METERS 13529     |
 OU0401| CQ3965 HIDIVIDE AZ MK                                     1845023.8 |
 OU0401| OU0400 T44N R70W SECS 16 17 20 21           71.491 METERS 21849     |
 OU0401| CQ3967 HIDIVIDE RM 2                        12.025 METERS 29440     |
 OU0401|---------------------------------------------------------------------|
 OU0401
 OU0401                          SUPERSEDED SURVEY CONTROL
 OU0401
 OU0401  NAD 83(1986)-  43 46 56.15858(N)    105 16 51.18898(W) AD(       ) 2
 OU0401  NAD 27      -  43 46 56.25700(N)    105 16 49.24500(W) AD(       ) 2
 OU0401  NGVD 29 (07/19/86) 1507.5    (m)         4946.     (f) VERT ANG       
 OU0401
 OU0401.Superseded values are not recommended for survey control.
 OU0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0401.See file dsdata.txt to determine how the superseded data were derived.
 OU0401
 OU0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ7739747729(NAD 83)
 OU0401_MARKER: DS = TRIANGULATION STATION DISK
 OU0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0401
 OU0401  HISTORY     - Date     Condition        Report By
 OU0401  HISTORY     - 1955     MONUMENTED       CGS
 OU0401  HISTORY     - 1962     GOOD             USFS
 OU0401  HISTORY     - 1966     GOOD             CGS
 OU0401  HISTORY     - 1987     GOOD             BLM
 OU0401
 OU0401                          STATION DESCRIPTION
 OU0401
 OU0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0401'THE STATION IS LOCATED ABOUT 35 MILES SOUTH OF GILLETTE, IN THE
 OU0401'SOUTHWEST CORNER OF SECTION 16, T 44 N, R 70 W. ON A LOW
 OU0401'FLAT-TOPPED PRAIRIE KNOLL.
 OU0401'
 OU0401'TO REACH THE STATION FROM THE GILLETTE POST OFFICE, GO EAST
 OU0401'ON EAST THIRD STREET 0.45 MILE TO STATE HIGHWAY 59.  TURN
 OU0401'RIGHT, SOUTH, ON HIGHWAY 59 FOR 24.4 MILES TO THE BRIDGE OVER
 OU0401'THE BELLE FOURCHE RIVER.  CONTINUE SOUTH FOR 5.2 MILES TO A
 OU0401'SIDE ROAD LEFT.  TURN LEFT, EAST, FOR 4.7 MILES TO A CROSS
 OU0401'ROAD.  TURN RIGHT AND GO SOUTH 2.1 MILES TO A T ROAD LEFT
 OU0401'JUST AFTER CROSSING A CATTLE GUARD.  TURN LEFT AND GO EAST
 OU0401'AND SOUTHEAST ON GRADED ROAD 4.5 MILES TO A T ROAD RIGHT
 OU0401'AND SIGN J.A. JACOBS 3 MI.  TURN RIGHT AND GO 3.1 MILES, TO
 OU0401'WHERE THE ROAD MAKES A SHARP BEND RIGHT AND A CATTLE GUARD.
 OU0401'TURN SHARP LEFT ON DIM TRACK ROAD, NORTH, 0.5 MILE TO THE
 OU0401'AZIMUTH MARK ABOUT 80 FEET WEST OF THE ROAD.  CONTINUE ON TRACK
 OU0401'ROAD 0.5 MILE TO HIGHEST POINT AND STATION.
 OU0401'
 OU0401'STATION MARKS ARE STANDARD DISKS STAMPED HIDIVIDE 1955, SET
 OU0401'IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 OU0401'THE GROUND.  A WHITE WITNESS POST WAS SET 11 FEET NORTH OF
 OU0401'THE STATION.
 OU0401'
 OU0401'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, HIDIVIDE NO 1 1955,
 OU0401'SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES
 OU0401'ABOVE THE GROUND.
 OU0401'
 OU0401'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, HIDIVIDE NO 2 1955,
 OU0401'SET IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 OU0401'ABOVE THE GROUND.
 OU0401'
 OU0401'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, HIDIVIDE 1955, SET
 OU0401'IN A 10 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 OU0401'ABOVE THE GROUND.  LOCATED 0.5 MILE SOUTH OF THE STATION, 80
 OU0401'FEET WEST OF TRACK ROAD LEADING TO STATION AND 1 FOOT WEST OF
 OU0401'A WHITE WITNESS POST.
 OU0401'
 OU0401'GOVERNMENT LAND OFFICE MARK IS A BRONZE DISK RIVETED TO THE
 OU0401'TOP OF A 1 INCH PIPE, STAMPED T 44 N, R 70 W, S16, S17, S20,
 OU0401'S21.  MARK PROJECTS 10 INCHES ABOVE THE GROUND AND IS 234.55
 OU0401'FEET SOUTHWEST OF THE STATION, ABOUT 10 FEET LOWER THAN THE
 OU0401'STATION.
 OU0401'
 OU0401'A 4 FOOT STAND WAS USED.
 OU0401
 OU0401                          STATION RECOVERY (1962)
 OU0401
 OU0401'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0401'ALL STATION MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 OU0401
 OU0401                          STATION RECOVERY (1966)
 OU0401
 OU0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 OU0401'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 OU0401'FOUND IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION
 OU0401'WAS FOUND TO BE COMPLETELY ADEQUATE.  THIS STATION WAS OCCUPIED
 OU0401'BY ASTRONOMIC PARTY G-47.
 OU0401
 OU0401                          STATION RECOVERY (1987)
 OU0401
 OU0401'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 OU0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0376 ***********************************************************************
 NR0376  DESIGNATION -  HIGH
 NR0376  PID         -  NR0376
 NR0376  STATE/COUNTY-  WY/CARBON
 NR0376  USGS QUAD   -  THE Q RANCH (1982)
 NR0376
 NR0376                         *CURRENT SURVEY CONTROL
 NR0376  ___________________________________________________________________
 NR0376* NAD 83(1993)-  42 07 55.44529(N)    106 30 32.09432(W)     ADJUSTED  
 NR0376* NAVD 88     -      2698.4    (meters)    8853.     (feet)  VERTCON   
 NR0376  ___________________________________________________________________
 NR0376  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 NR0376  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0376
 NR0376  HORZ ORDER  -  THIRD
 NR0376
 NR0376.The horizontal coordinates were established by classical geodetic methods
 NR0376.and adjusted by the National Geodetic Survey in January 1997..
 NR0376
 NR0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0376
 NR0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0376
 NR0376.The geoid height was determined by GEOID03.
 NR0376
 NR0376;                    North         East     Units Scale Factor Converg.
 NR0376;SPC WYEC     -   281,575.175   468,158.241   MT  0.99999464   +0 33 11.1
 NR0376;UTM  13      - 4,665,541.505   375,292.503   MT  0.99979136   -1 00 44.5
 NR0376
 NR0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0376!SPC WYEC     -   0.99957903  x   0.99999464  =   0.99957367
 NR0376!UTM  13      -   0.99957903  x   0.99979136  =   0.99937048
 NR0376
 NR0376:                Primary Azimuth Mark                     Grid Az
 NR0376:SPC WYEC     -  SULLIVAN                                 078 52 05.8
 NR0376:UTM  13      -  SULLIVAN                                 080 26 01.4
 NR0376
 NR0376|---------------------------------------------------------------------|
 NR0376| PID    Reference Object                     Distance      Geod. Az  |
 NR0376|                                                           dddmmss.s |
 NR0376| NR0367 SULLIVAN                            APPROX.10.4 KM 0792516.9 |
 NR0376|---------------------------------------------------------------------|
 NR0376
 NR0376                          SUPERSEDED SURVEY CONTROL
 NR0376
 NR0376  NAD 83(1986)-  42 07 55.43152(N)    106 30 32.08305(W) AD(       ) 3
 NR0376  NAD 27      -  42 07 55.56658(N)    106 30 29.98300(W) AD(       ) 3
 NR0376  NGVD 29 (07/19/86) 2697.1    (m)         8849.     (f) VERT ANG       
 NR0376
 NR0376.Superseded values are not recommended for survey control.
 NR0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0376.See file dsdata.txt to determine how the superseded data were derived.
 NR0376
 NR0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG7529365542(NAD 83)
 NR0376_MARKER: DD = SURVEY DISK
 NR0376_SETTING: 66 = SET IN ROCK OUTCROP
 NR0376_SP_SET: SET IN ROCK OUTCROP
 NR0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0376+STABILITY: POSITION/ELEVATION WELL
 NR0376
 NR0376  HISTORY     - Date     Condition        Report By
 NR0376  HISTORY     - 1951     MONUMENTED       USGS
 NR0376
 NR0376                          STATION DESCRIPTION
 NR0376
 NR0376'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0376'STATION LOCATED ABOUT 13.5 MI. E. AND 9.0 MI.. S. OF LEO, WYOMING POST
 NR0376'OFFICE ON A HIGH GRASSY RIDGE SLOPING TO S. AND BREAKING OFF SHARPLY
 NR0376'TO N. 20 FT. FROM STATION MARKER.
 NR0376'
 NR0376'TO REACH FROM LEO, WYOMING POST OFFICE PROCEED S. ON LEO HANNA RD. FOR
 NR0376'26.7 MI. TO COUNTY RD. TO MEDICINE BOW, WYOMING.  TAKE COUNTY RD. TO
 NR0376'LEFT AND E. FOR 4.7 MI. TO POWER LINE CROSSING COUNTY RD. TURN SHARP
 NR0376'LEFT ON DIM TRAIL RD. FOR 2.4 MI. TO Y-FORK IN TRAIL RDS.  TURN LEFT
 NR0376'FOR 1.4 MI. TO SECOND Y-FORK.  TAKE TRAIL RD. TO LEFT FOR 1.2 MI.
 NR0376'TAKE TRAIL TO LEFT AT Y-FORK FOR 3.3 MI. THROUGH HEAVY TIMBER.  TURN
 NR0376'RIGHT AT EDGE OF TIMBER AND CLIMB GRASSY RIDGE 0.4 MI. TO HIGHEST
 NR0376'POINT AND STATION.
 NR0376'
 NR0376'STATION MARK-STANDARD TABLET SET IN CONCRETE IN SOLID ROCK AND STAMPED
 NR0376'---LFR-HIGH 1951.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1303 ***********************************************************************
 MO1303  DESIGNATION -  HIGH SWELL
 MO1303  PID         -  MO1303
 MO1303  STATE/COUNTY-  WY/ALBANY
 MO1303  USGS QUAD   -  COOPER LAKE SOUTH (1981)
 MO1303
 MO1303                         *CURRENT SURVEY CONTROL
 MO1303  ___________________________________________________________________
 MO1303* NAD 83(1993)-  41 32 27.34220(N)    105 47 27.14104(W)     ADJUSTED  
 MO1303* NAVD 88     -      2233.5    (meters)    7328.     (feet)  VERTCON   
 MO1303  ___________________________________________________________________
 MO1303  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 MO1303  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 MO1303
 MO1303  HORZ ORDER  -  FIRST
 MO1303
 MO1303.The horizontal coordinates were established by classical geodetic methods
 MO1303.and adjusted by the National Geodetic Survey in January 1997..
 MO1303
 MO1303.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1303
 MO1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1303
 MO1303.The geoid height was determined by GEOID03.
 MO1303
 MO1303;                    North         East     Units Scale Factor Converg.
 MO1303;SPC WY E     -   115,780.502   147,917.161   MT  0.99997087   -0 24 50.2
 MO1303;UTM  13      - 4,599,110.007   434,032.909   MT  0.99965355   -0 31 28.2
 MO1303
 MO1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1303!SPC WY E     -   0.99965163  x   0.99997087  =   0.99962251
 MO1303!UTM  13      -   0.99965163  x   0.99965355  =   0.99930530
 MO1303
 MO1303|---------------------------------------------------------------------|
 MO1303| PID    Reference Object                     Distance      Geod. Az  |
 MO1303|                                                           dddmmss.s |
 MO1303| CQ3968 HIGH SWELL RM 1                      10.850 METERS 08753     |
 MO1303| CP9429 194                                                1795105.0 |
 MO1303| CQ3969 HIGH SWELL RM 2                      10.524 METERS 18223     |
 MO1303|---------------------------------------------------------------------|
 MO1303
 MO1303                          SUPERSEDED SURVEY CONTROL
 MO1303
 MO1303  NAD 83(1986)-  41 32 27.32862(N)    105 47 27.13774(W) AD(       ) 1
 MO1303  NAD 27      -  41 32 27.42800(N)    105 47 25.15500(W) AD(       ) 1
 MO1303  NGVD 29 (07/19/86) 2232.4    (m)         7324.     (f) VERT ANG       
 MO1303
 MO1303.Superseded values are not recommended for survey control.
 MO1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1303.See file dsdata.txt to determine how the superseded data were derived.
 MO1303
 MO1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF3403399110(NAD 83)
 MO1303_MARKER: DS = TRIANGULATION STATION DISK
 MO1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1303
 MO1303  HISTORY     - Date     Condition        Report By
 MO1303  HISTORY     - 1948     MONUMENTED       CGS
 MO1303  HISTORY     - 1973     GOOD             NGS
 MO1303
 MO1303                          STATION DESCRIPTION
 MO1303
 MO1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1303'STATION LOCATED ON A HIGH RIDGE THAT EXTENDS IN A
 MO1303'NORTHEAST - SOUTHWEST DIRECTION IN THE LARAMIE PLAINS, ABOUT 19
 MO1303'MILES AIRLINE NORTHWEST OF LARAMIE, 5-1/2 MILES AIRLINE SOUTHWEST
 MO1303'OF BOSLER, 14 PACES WEST OF TRACK ROAD, 5 FEET EAST OF FENCE, 4
 MO1303'FEET NORTHEAST OF WHITE WITNESS POST, PROJECTS 4 INCHES, AND
 MO1303'STAMPED, HIGH SWELL 1948.
 MO1303'
 MO1303'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION,
 MO1303'5 PACES WEST OF TRACK ROAD, PROJECTS 4 INCHES, AND STAMPED,
 MO1303'HIGH SWELL NO 1 1948.
 MO1303'
 MO1303'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION,
 MO1303'4 FEET EAST OF FENCE, PROJECTS 4 INCHES, AND STAMPED, HIGH
 MO1303'SWELL NO 2 1948.
 MO1303'
 MO1303'AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 MO1303'SURVEY BRONZE DISK SET IN A 6 X 6 INCH CONCRETE POST, LOCATED
 MO1303'ALONG ROAD LEADING TO STATION, 5 PACES SOUTH OF A GATE, 3
 MO1303'FEET EAST OF FENCE, 3 FEET NORTHWEST OF WHITE WITNESS POST,
 MO1303'PROJECTS 6 INCHES, AND STAMPED, 194.
 MO1303'
 MO1303'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 130 AND 230,
 MO1303'WHICH IS ABOUT 2 MILES WEST OF LARAMIE, GO NORTHWESTERLY ON
 MO1303'STATE HIGHWAY 130 FOR 4.7 MILES TO A SIDE ROAD RIGHT AT CATTLE
 MO1303'GUARD AND SIGN THE CALIFORNIA CO.  TURN RIGHT, NORTH, AND FOLLOW
 MO1303'GRADED ROAD FOR 6.3 MILES TO FORK.  TAKE RIGHT FORK, NORTH, AND
 MO1303'GO 3.0 MILES TO FORK AT TOP OF GRADE.  TAKE RIGHT FORK AND GO
 MO1303'NORTH ALONG SECTION LINE ROAD FOR 3.2 MILES TO A LARGE
 MO1303'RESERVOIR.  CONTINUE NORTH ON ROAD FOR 1.8 MILE TO AZIMUTH MARK
 MO1303'ON LEFT AS DESCRIBED ABOVE.  CONTINUE NORTH ON ROAD FOR
 MO1303'2.2 MILE TO TOP OF RIDGE AND STATION AS DESCRIBED ABOVE.  A
 MO1303'DRIVE STATION.
 MO1303
 MO1303                          STATION RECOVERY (1973)
 MO1303
 MO1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1303'THE STATION MARK, REFERENCE MARKS 1, 2 AND 194 WGS 1934 USED AS
 MO1303'AN AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MO1303'DISTANCES AND DIRECTIONS TO ALL MARKS COMPARED FAVORABLY WITH THE
 MO1303'1948 DATA.  A NEW DESCRIPTION FOLLOWS.
 MO1303'
 MO1303'THE STATION IS LOCATED ABOUT 19 MILES NORTH-NORTHWEST OF LARAMIE,
 MO1303'5.5 MILES WEST-SOUTHWEST OF BOSLER, 4 MILES SOUTH-SOUTHEAST OF
 MO1303'COOPER LAKE AND ON PROPERTY OWNED BY THE HARRIS RANCH.
 MO1303'
 MO1303'TO REACH THE STATION FROM THE POST OFFICE IN BOSLER GO SOUTH ON
 MO1303'U.S. HIGHWAY 30 FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 MO1303'AND GO WEST ON GRAVELED ROAD FOR 0.1 MILE TO A FORK.  KEEP LEFT
 MO1303'FORK SOUTHWEST, ON MAIN GRAVELED ROAD FOR 4.7 MILES TO A SIDE
 MO1303'ROAD RIGHT.  TURN RIGHT AND GO WEST ON TRACK ROAD FOR 1.65 MILES
 MO1303'TO A RED BRICK BUILDING.  CONTINUE WEST ON TRACK ROAD FOR 1.1
 MO1303'MILES TO A GATE, (AZIMUTH MARK ON THE LEFT) AND TRACK ROAD
 MO1303'RIGHT.  TURN RIGHT AND GO NORTH ON TRACK ROAD ALONG EAST SIDE OF
 MO1303'FENCE FOR 0.4 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 MO1303'NORTH ON TRACK ROAD FOR 1.8 MILES TO THE STATION ON THE LEFT.
 MO1303'
 MO1303'THE STATION MARK IS A STANDARD DISK STAMPED HIGH SWELL 1948, SET
 MO1303'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MO1303'3 INCHES ABOVE THE GROUND.  IT IS 18 FEET NORTH OF A FENCE POST
 MO1303'WITH SIGN ATTACHED AND 7 FEET EAST OF THE FENCE.
 MO1303'
 MO1303'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HIGH SWELL NO 1 1948,
 MO1303'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MO1303'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 46 FEET EAST OF THE
 MO1303'FENCE POST WITH SIGN ATTACHED AND 43 FEET EAST OF THE FENCE.
 MO1303'
 MO1303'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HIGH SWELL NO 2 1948,
 MO1303'SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT PROJECTS
 MO1303'4 INCHES ABOVE THE GROUND.  IT IS 19 FEET SOUTH OF THE FENCE
 MO1303'POST WITH SIGN ATTACHED AND 5 FEET EAST OF THE FENCE.
 MO1303'
 MO1303'THE MARK IS A U.S.C. AND G.S. AND WYOMING STATE SURVEY DISK
 MO1303'STAMPED 194, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 MO1303'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 42 FEET SOUTH OF THE
 MO1303'GATE AND 3 FEET EAST OF THE FENCE.
 MO1303'
 MO1303'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 MO1303'WEST-SOUTHWEST OF BOSLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0479 ***********************************************************************
 NQ0479  DESIGNATION -  HIGHLAND
 NQ0479  PID         -  NQ0479
 NQ0479  STATE/COUNTY-  WY/GOSHEN
 NQ0479  USGS QUAD   -  BARNES (1990)
 NQ0479
 NQ0479                         *CURRENT SURVEY CONTROL
 NQ0479  ___________________________________________________________________
 NQ0479* NAD 83(1993)-  42 11 40.98046(N)    104 25 55.31485(W)     ADJUSTED  
 NQ0479* NAVD 88     -      1373.     (meters)    4505.     (feet)  SCALED    
 NQ0479  ___________________________________________________________________
 NQ0479  LAPLACE CORR-          -7.77  (seconds)                    DEFLEC99
 NQ0479  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 NQ0479
 NQ0479  HORZ ORDER  -  SECOND
 NQ0479
 NQ0479.The horizontal coordinates were established by classical geodetic methods
 NQ0479.and adjusted by the National Geodetic Survey in January 1997..
 NQ0479
 NQ0479.The orthometric height was scaled from a topographic map.
 NQ0479
 NQ0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0479
 NQ0479.The geoid height was determined by GEOID03.
 NQ0479
 NQ0479;                    North         East     Units Scale Factor Converg.
 NQ0479;SPC WY E     -   188,465.837   260,675.515   MT  0.99998278   +0 29 36.4
 NQ0479;UTM  13      - 4,671,551.889   546,894.170   MT  0.99962706   +0 22 53.3
 NQ0479
 NQ0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0479!SPC WY E     -   0.99978730  x   0.99998278  =   0.99977008
 NQ0479!UTM  13      -   0.99978730  x   0.99962706  =   0.99941444
 NQ0479
 NQ0479:                Primary Azimuth Mark                     Grid Az
 NQ0479:SPC WY E     -  HIGHLAND AZ MK                           019 26 04.2
 NQ0479:UTM  13      -  HIGHLAND AZ MK                           019 32 47.3
 NQ0479
 NQ0479|---------------------------------------------------------------------|
 NQ0479| PID    Reference Object                     Distance      Geod. Az  |
 NQ0479|                                                           dddmmss.s |
 NQ0479| CQ3973 HIGHLAND AZ MK                                     0195540.6 |
 NQ0479| CQ3974 HIGHLAND RM 1                         6.500 METERS 24844     |
 NQ0479| CQ3975 HIGHLAND RM 2                         6.192 METERS 30516     |
 NQ0479|---------------------------------------------------------------------|
 NQ0479
 NQ0479                          SUPERSEDED SURVEY CONTROL
 NQ0479
 NQ0479  NAD 83(1986)-  42 11 40.95767(N)    104 25 55.31493(W) AD(       ) 2
 NQ0479  NAD 27      -  42 11 41.08170(N)    104 25 53.48180(W) AD(       ) 2
 NQ0479
 NQ0479.Superseded values are not recommended for survey control.
 NQ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0479.See file dsdata.txt to determine how the superseded data were derived.
 NQ0479
 NQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4689471552(NAD 83)
 NQ0479_MARKER: DS = TRIANGULATION STATION DISK
 NQ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0479
 NQ0479  HISTORY     - Date     Condition        Report By
 NQ0479  HISTORY     - 1963     MONUMENTED       CGS
 NQ0479
 NQ0479                          STATION DESCRIPTION
 NQ0479
 NQ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0479'THE STATION IS LOCATED 4 MILES NORTH AND ABOUT 4.5 MILES
 NQ0479'WEST OF LINGLE.  ABOUT 1.0 MILE NORTH OF U.S. HIGHWAY 26, ON THE
 NQ0479'HIGHEST POINT OF A LIGHT COLORED KNOLL OVER-LOOKING THE PLATTE
 NQ0479'RIVER VALLEY.  IT IS IN THE SW 1/4 OF SECTION T26N R63W.
 NQ0479'ON THE PROPERTY OF THE HIGHLAND RANCH CO.
 NQ0479'
 NQ0479'TO REACH FROM THE POST OFFICE IN LINGLE GO NORTH FOR 0.1 MILE
 NQ0479'TO THE JUNCTION OF U.S. HIGHWAYS 26 AND 85.  TURN LEFT ON U.S.
 NQ0479'HIGHWAY 26 AND GO NORTHWEST FOR 4.2 MILES TO A SIDE ROAD RIGHT,
 NQ0479'TURN RIGHT AND GO NORTH FOR 0.05 MILE TO A Y-FORK JUST AFTER
 NQ0479'CROSSING A CANAL, KEEP LEFT AND GO NORTH FOR 0.35 MILE TO A
 NQ0479'FORK, KEEP LEFT AND GO NORTHWEST ON MAIN TRACK ROAD FOR 0.3
 NQ0479'MILE TO A FORK, TURN RIGHT AND GO NORTH FOR 0.35 MILE TO WHERE
 NQ0479'THE ROAD TURNS LEFT, WEST, TURN LEFT AND KEEP THE RIGHT FORK
 NQ0479'AND GO NORTHWEST FOR 0.15 MILE ALONG THE SOUTHWEST SIDE OF
 NQ0479'A LARGE CANAL TO A FORK JUST BEFORE GOING INTO A LARGE WASH.
 NQ0479'KEEP RIGHT FORK AND GO NORTHEAST PASSING UNDER THE CANAL,
 NQ0479'CONTINUE NORTHEAST FOR 0.45 MILE TO A FORK, TURN SHARP
 NQ0479'LEFT AND GO WEST AND NORTHWEST FOR 0.6 MILE TO A WIRE
 NQ0479'GATE, PASS THROUGH THE GATE AND FOLLOW TRACK ROAD
 NQ0479'NORTHWEST FOR 0.75 MILE TO THE TOP OF THE FIRST BENCH
 NQ0479'AND A REVERSE Y-FORK, TURN SHARP LEFT AND GO SOUTHWEST ON
 NQ0479'OLD TRACK ROAD FOR 0.5 MILE, LEAVE TRACK ROAD AND GO
 NQ0479'SOUTHEAST FOR 0.15 MILE ACROSS COUNTRY TO THE TOP OF A LIGHT
 NQ0479'COLORED KNOLL AND THE STATION.
 NQ0479'
 NQ0479'THE STATION MARK IS A STANDARD DISK STAMPED HIGHLAND 1963,
 NQ0479'SET IN THE TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT
 NQ0479'THAT PROJECTS 4 INCHES, 7 FEET WEST OF THE WITNESS POST.
 NQ0479'
 NQ0479'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HIGHLAND NO 1 1963,
 NQ0479'SET IN THE TOP OF A 10 X 10 INCH CONCRETE MONUMENT THAT PROJECTS
 NQ0479'4 INCHES.
 NQ0479'
 NQ0479'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HIGHLAND NO 2
 NQ0479'1963, SET IN THE TOP OF A 10 X 10 INCH CONCRETE MONUMENT
 NQ0479'THAT PROJECTS 4 INCHES.
 NQ0479'
 NQ0479'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIGHLAND 1963,
 NQ0479'CEMENTED IN A ROCK LEDGE THAT IS FLUSH WITH THE SURFACE OF THE
 NQ0479'GROUND, 5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE,
 NQ0479'20 FEET SOUTH SOUTHWEST OF THE WITNESS POST.
 NQ0479'
 NQ0479'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH NORTHWEST
 NQ0479'ACROSS COUNTRY FOR 0.2 MILE TO A WASH AND A ROCK LEDGE ON
 NQ0479'THE NORTHEAST SIDE OF THE WASH AND THE AZIMUTH MARK CEMENTED
 NQ0479'IN A DRILL HOLE IN THE ROCK LEDGE.
 NQ0479'
 NQ0479'DISTANCE BETWEEN R.M.S 19.47 FEET 6.017 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0162 ***********************************************************************
 NS0162  DESIGNATION -  HIGHWAY
 NS0162  PID         -  NS0162
 NS0162  STATE/COUNTY-  WY/FREMONT
 NS0162  USGS QUAD   -  SWEETWATER STATION (1953)
 NS0162
 NS0162                         *CURRENT SURVEY CONTROL
 NS0162  ___________________________________________________________________
 NS0162* NAD 83(1993)-  42 33 26.43699(N)    108 14 49.95548(W)     ADJUSTED  
 NS0162* NAVD 88     -      2058.7    (meters)    6754.     (feet)  VERTCON   
 NS0162  ___________________________________________________________________
 NS0162  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 NS0162  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 NS0162
 NS0162  HORZ ORDER  -  THIRD
 NS0162
 NS0162.The horizontal coordinates were established by classical geodetic methods
 NS0162.and adjusted by the National Geodetic Survey in January 1997..
 NS0162
 NS0162.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0162
 NS0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0162
 NS0162.The geoid height was determined by GEOID03.
 NS0162
 NS0162;                    North         East     Units Scale Factor Converg.
 NS0162;SPC WYWC     -   228,605.375   641,288.534   MT  0.99995847   +0 20 24.2
 NS0162;UTM  12      - 4,715,333.594   725,986.876   MT  1.00022837   +1 51 45.3
 NS0162
 NS0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0162!SPC WYWC     -   0.99967922  x   0.99995847  =   0.99963770
 NS0162!UTM  12      -   0.99967922  x   1.00022837  =   0.99990751
 NS0162
 NS0162:                Primary Azimuth Mark                     Grid Az
 NS0162:SPC WYWC     -  T 28                                     299 15 59.6
 NS0162:UTM  12      -  T 28                                     297 44 38.5
 NS0162
 NS0162|---------------------------------------------------------------------|
 NS0162| PID    Reference Object                     Distance      Geod. Az  |
 NS0162|                                                           dddmmss.s |
 NS0162| NS0016 T 28                                APPROX. 2.6 KM 2993623.8 |
 NS0162|---------------------------------------------------------------------|
 NS0162
 NS0162                          SUPERSEDED SURVEY CONTROL
 NS0162
 NS0162  NAD 83(1986)-  42 33 26.42241(N)    108 14 49.95659(W) AD(       ) 3
 NS0162  NAD 27      -  42 33 26.57341(N)    108 14 47.60306(W) AD(       ) 3
 NS0162  NGVD 29 (07/19/86) 2057.6    (m)         6751.     (f) VERT ANG       
 NS0162
 NS0162.Superseded values are not recommended for survey control.
 NS0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0162.See file dsdata.txt to determine how the superseded data were derived.
 NS0162
 NS0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2598715334(NAD 83)
 NS0162_MARKER: DD = SURVEY DISK
 NS0162_SETTING: 80 = SET IN A BOULDER
 NS0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0162+STABILITY: SURFACE MOTION
 NS0162
 NS0162  HISTORY     - Date     Condition        Report By
 NS0162  HISTORY     - 1951     MONUMENTED       USGS
 NS0162
 NS0162                          STATION DESCRIPTION
 NS0162
 NS0162'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0162'STATION IS LOCATED ABOUT 3.9 MI. -AIR- W. OF BRIDGE CROSSING OVER
 NS0162'SWEETWATER RIVER ON U.S. HIGHWAY 287 AND ABOUT 1,500 FT. S. OF U.S.
 NS0162'HIGHWAY 287.  STATION IS ON SMALL ROCKY TOP.
 NS0162'
 NS0162'TO REACH STATION FROM BRIDGE OVER SWEETWATER RIVER ON U.S. HIGHWAY 287
 NS0162'GO W. OF U.S. HIGHWAY 287 FOR 3.9 MI. TO FENCE GATE ON S. SIDE OF
 NS0162'HIGHWAY.  STATION IS LOCATED ABOUT 1,500 FT. FROM FENCE GATE ON SMALL
 NS0162'ROCKY TOP.  STATION IS ABOUT 150 FT. W. OF HIGHEST POINT.
 NS0162'
 NS0162'STATION MARKS - STANDARD BRONZE TABLET SET IN GRANITE BOULDER.
 NS0162'
 NS0162'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0873 ***********************************************************************
 MR0873  DESIGNATION -  HIGHWAY 189 STA 11+15.0
 MR0873  PID         -  MR0873
 MR0873  STATE/COUNTY-  WY/SWEETWATER
 MR0873  USGS QUAD   -  SHUTE CREEK LAKE (1980)
 MR0873
 MR0873                         *CURRENT SURVEY CONTROL
 MR0873  ___________________________________________________________________
 MR0873* NAD 83(1986)-  41 58 01.     (N)    110 12 54.     (W)     SCALED    
 MR0873* NAVD 88     -      2015.172  (meters)    6611.44   (feet)  ADJUSTED  
 MR0873  ___________________________________________________________________
 MR0873  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MR0873  DYNAMIC HT  -        2013.478 (meters)    6605.89  (feet)  COMP
 MR0873  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 MR0873
 MR0873  VERT ORDER  -  THIRD
 MR0873
 MR0873.The horizontal coordinates were scaled from a topographic map and have
 MR0873.an estimated accuracy of +/- 6 seconds.
 MR0873
 MR0873.The orthometric height was determined by differential leveling
 MR0873.and adjusted by the National Geodetic Survey in December 1993..
 MR0873
 MR0873.The geoid height was determined by GEOID03.
 MR0873
 MR0873.The dynamic height is computed by dividing the NAVD 88
 MR0873.geopotential number by the normal gravity value computed on the
 MR0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0873.degrees latitude (g = 980.6199 gals.).
 MR0873
 MR0873.The modeled gravity was interpolated from observed gravity values.
 MR0873
 MR0873;                    North         East    Units  Estimated Accuracy
 MR0873;SPC WYWC     -   163,950.      478,570.      MT  (+/- 180 meters Scaled)
 MR0873
 MR0873                          SUPERSEDED SURVEY CONTROL
 MR0873
 MR0873.No superseded survey control is available for this station.
 MR0873
 MR0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM650464(NAD 83)
 MR0873_MARKER: DB = BENCH MARK DISK
 MR0873_SETTING: 0 = UNSPECIFIED SETTING
 MR0873_MARK LOGO: WYHD  
 MR0873_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MR0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0873+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1969
 MR0873
 MR0873  HISTORY     - Date     Condition        Report By
 MR0873  HISTORY     - UNK      MONUMENTED       WYHD
 MR0873  HISTORY     - 19690710 GOOD             USGS
 MR0873
 MR0873                          STATION DESCRIPTION
 MR0873
 MR0873'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0873'FROM KEMMERER, WYOMING POST OFFICE, PROCEED 24.0 MILES NORTHEASTERLY
 MR0873'ALONG U S HIGHWAY 189, APPROXIMATELY 150 FEET NORTH OF A T-ROAD WEST,
 MR0873'BM 100 SC GFM 12-1, STATION 11 + 15.0 ELEVATION 6607.08, CONCRETE
 MR0873'MONUMENT AND BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0847 ***********************************************************************
 MR0847  DESIGNATION -  HIGHWAY 189 STA 1548+00
 MR0847  PID         -  MR0847
 MR0847  STATE/COUNTY-  WY/LINCOLN
 MR0847  USGS QUAD   -  ELKOL (1978)
 MR0847
 MR0847                         *CURRENT SURVEY CONTROL
 MR0847  ___________________________________________________________________
 MR0847* NAD 83(1993)-  41 40 38.14372(N)    110 34 23.02811(W)     ADJUSTED  
 MR0847* NAVD 88     -      2056.     (meters)    6745.     (feet)  SCALED    
 MR0847  ___________________________________________________________________
 MR0847  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 MR0847  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MR0847
 MR0847  HORZ ORDER  -  SECOND
 MR0847
 MR0847.The horizontal coordinates were established by classical geodetic methods
 MR0847.and adjusted by the National Geodetic Survey in January 1997..
 MR0847
 MR0847.The orthometric height was scaled from a topographic map.
 MR0847
 MR0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0847
 MR0847.The geoid height was determined by GEOID03.
 MR0847
 MR0847;                    North         East     Units Scale Factor Converg.
 MR0847;SPC WY W     -   230,849.291   759,223.608   MT  0.99995795   -0 19 32.3
 MR0847;UTM  12      - 4,614,032.057   535,536.015   MT  0.99961554   +0 17 02.0
 MR0847
 MR0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0847!SPC WY W     -   0.99967982  x   0.99995795  =   0.99963779
 MR0847!UTM  12      -   0.99967982  x   0.99961554  =   0.99929549
 MR0847
 MR0847                          SUPERSEDED SURVEY CONTROL
 MR0847
 MR0847  NAD 83(1986)-  41 40 38.13327(N)    110 34 23.02408(W) AD(       ) 2
 MR0847  NAD 27      -  41 40 38.31940(N)    110 34 20.41320(W) AD(       ) 2
 MR0847
 MR0847.Superseded values are not recommended for survey control.
 MR0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0847.See file dsdata.txt to determine how the superseded data were derived.
 MR0847
 MR0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3553614032(NAD 83)
 MR0847_MARKER: DD = SURVEY DISK
 MR0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0847_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MR0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0847+STABILITY: SURFACE MOTION
 MR0847
 MR0847  HISTORY     - Date     Condition        Report By
 MR0847  HISTORY     - 1962     MONUMENTED       WYHD
 MR0847
 MR0847                          STATION DESCRIPTION
 MR0847
 MR0847'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1962 (JCC)
 MR0847'THE STATION IS ON THE EAST SIDE OF U.S. HIGHWAY 189, ABOUT
 MR0847'8 MILES SOUTH OF KEMMERER, 7 MILES NORTH OF THE LINCOLN - UINTA
 MR0847'COUNTY LINE AND 1-1/2 MILES SOUTHWEST OF BLAZON JUNCTION.
 MR0847'
 MR0847'217 1548 + 00 IS A WYOMING STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY
 MR0847'MARKER, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING
 MR0847'14 INCHES.  IT IS STAMPED 217 1548 + 00 6742.01.  IT IS 98
 MR0847'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 189.
 MR0847'
 MR0847'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLAZON
 MR0847'THE DISTANCE BEING 59.77 FEET OR 18.218 METERS NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0165 ***********************************************************************
 PX0165  DESIGNATION -  HIGHWAY 20 STA 1315+00
 PX0165  PID         -  PX0165
 PX0165  STATE/COUNTY-  WY/PARK
 PX0165  USGS QUAD   -  CODY (1987)
 PX0165
 PX0165                         *CURRENT SURVEY CONTROL
 PX0165  ___________________________________________________________________
 PX0165* NAD 83(1986)-  44 30 54.     (N)    109 02 13.     (W)     SCALED    
 PX0165* NAVD 88     -      1546.276  (meters)    5073.07   (feet)  ADJUSTED  
 PX0165  ___________________________________________________________________
 PX0165  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 PX0165  DYNAMIC HT  -        1545.498 (meters)    5070.52  (feet)  COMP
 PX0165  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 PX0165
 PX0165  VERT ORDER  -  SECOND    CLASS 0
 PX0165
 PX0165.The horizontal coordinates were scaled from a topographic map and have
 PX0165.an estimated accuracy of +/- 6 seconds.
 PX0165
 PX0165.The orthometric height was determined by differential leveling
 PX0165.and adjusted by the National Geodetic Survey in June 1991..
 PX0165
 PX0165.The geoid height was determined by GEOID03.
 PX0165
 PX0165.The dynamic height is computed by dividing the NAVD 88
 PX0165.geopotential number by the normal gravity value computed on the
 PX0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0165.degrees latitude (g = 980.6199 gals.).
 PX0165
 PX0165.The modeled gravity was interpolated from observed gravity values.
 PX0165
 PX0165;                    North         East    Units  Estimated Accuracy
 PX0165;SPC WYWC     -   446,010.      577,190.      MT  (+/- 180 meters Scaled)
 PX0165
 PX0165                          SUPERSEDED SURVEY CONTROL
 PX0165
 PX0165  NGVD 29 (??/??/92) 1545.201  (m)         5069.55   (f) ADJ UNCH    2 0
 PX0165
 PX0165.Superseded values are not recommended for survey control.
 PX0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0165.See file dsdata.txt to determine how the superseded data were derived.
 PX0165
 PX0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ560309(NAD 83)
 PX0165_MARKER: DD = SURVEY DISK
 PX0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0165_STAMPING: EL 5062.50 F.A.P. 63 STA. 1315+00
 PX0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0165+STABILITY: SURFACE MOTION
 PX0165
 PX0165  HISTORY     - Date     Condition        Report By
 PX0165  HISTORY     - UNK      MONUMENTED       WYHD
 PX0165  HISTORY     - 1964     GOOD             NGS
 PX0165
 PX0165                          STATION DESCRIPTION
 PX0165
 PX0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PX0165'1.7 MI SE FROM CODY.
 PX0165'1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PX0165'CODY, WYOMING, PARK COUNTY, ABOUT 80 FEET NORTH OF THE CENTERLINE OF
 PX0165'THE ROAD, AND ON THE FENCE LINE.  A WYOMING STATE HIGHWAY DEPARTMENT
 PX0165'STANDARD DISK SET IN THE TOP OF A CONCRETE POST NEXT TO A TELEPHONE
 PX0165'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1123 ***********************************************************************
 PY1123  DESIGNATION -  HIGHWAY 212 STA 1145+35.0
 PY1123  PID         -  PY1123
 PY1123  STATE/COUNTY-  WY/PARK
 PY1123  USGS QUAD   -  LAMAR CANYON (1986)
 PY1123
 PY1123                         *CURRENT SURVEY CONTROL
 PY1123  ___________________________________________________________________
 PY1123* NAD 83(1986)-  44 55 04.     (N)    110 17 35.     (W)     SCALED    
 PY1123* NAVD 88     -      1966.066  (meters)    6450.33   (feet)  ADJUSTED  
 PY1123  ___________________________________________________________________
 PY1123  GEOID HEIGHT-          -8.19  (meters)                     GEOID03
 PY1123  DYNAMIC HT  -        1965.026 (meters)    6446.92  (feet)  COMP
 PY1123  MODELED GRAV-     980,017.7   (mgal)                       NAVD 88
 PY1123
 PY1123  VERT ORDER  -  FIRST     CLASS II
 PY1123
 PY1123.The horizontal coordinates were scaled from a topographic map and have
 PY1123.an estimated accuracy of +/- 6 seconds.
 PY1123
 PY1123.The orthometric height was determined by differential leveling
 PY1123.and adjusted by the National Geodetic Survey in June 1991..
 PY1123
 PY1123.The geoid height was determined by GEOID03.
 PY1123
 PY1123.The dynamic height is computed by dividing the NAVD 88
 PY1123.geopotential number by the normal gravity value computed on the
 PY1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1123.degrees latitude (g = 980.6199 gals.).
 PY1123
 PY1123.The modeled gravity was interpolated from observed gravity values.
 PY1123
 PY1123;                    North         East    Units  Estimated Accuracy
 PY1123;SPC WYWC     -   491,890.      478,170.      MT  (+/- 180 meters Scaled)
 PY1123
 PY1123                          SUPERSEDED SURVEY CONTROL
 PY1123
 PY1123.No superseded survey control is available for this station.
 PY1123
 PY1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ557740(NAD 83)
 PY1123_MARKER: DB = BENCH MARK DISK
 PY1123_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PY1123_SP_SET: SHALLOW-SET PIPE
 PY1123_STAMPING: 1145+35.0 + 1144+64.8
 PY1123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1123
 PY1123  HISTORY     - Date     Condition        Report By
 PY1123  HISTORY     - 1977     MONUMENTED       BPR
 PY1123
 PY1123                          STATION DESCRIPTION
 PY1123
 PY1123'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1977
 PY1123'11.7 KM (7.30 MI) NE FROM TOWER JUNCTION YNP.
 PY1123'TOWER JUNCTION, 7.3 MILES NORTHEAST OF ALONG HIGHWAY TOWARD NORTHEAST
 PY1123'ENTRANCE, AT GRAVEL PARKWAY BETWEEN TWO PAVED PARKING PLACES IN LAMAR
 PY1123'CANYON, 48 FEET SOUTH AND 5.6 FEET LOWER THAN HIGHWAY, 6 FEET SOUTH
 PY1123'AND 10 FEET EAST OF LARGE BOULDER, IN IRON POST IN CONCRETE, BUREAU
 PY1123'OF PUBLIC ROADS TABLET STAMPED 1145+35.0 + 1144+64.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0795 ***********************************************************************
 MR0795  DESIGNATION -  HIGHWAY 30 S STA 5214+86
 MR0795  PID         -  MR0795
 MR0795  STATE/COUNTY-  WY/UINTA
 MR0795  USGS QUAD   -  FORT BRIDGER (1978)
 MR0795
 MR0795                         *CURRENT SURVEY CONTROL
 MR0795  ___________________________________________________________________
 MR0795* NAD 83(1993)-  41 19 50.78172(N)    110 26 20.22640(W)     ADJUSTED  
 MR0795* NAVD 88     -      2099.     (meters)    6886.     (feet)  SCALED    
 MR0795  ___________________________________________________________________
 MR0795  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 MR0795  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 MR0795
 MR0795  HORZ ORDER  -  SECOND
 MR0795
 MR0795.The horizontal coordinates were established by classical geodetic methods
 MR0795.and adjusted by the National Geodetic Survey in January 1997..
 MR0795
 MR0795.The orthometric height was scaled from a topographic map.
 MR0795
 MR0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0795
 MR0795.The geoid height was determined by GEOID03.
 MR0795
 MR0795;                    North         East     Units Scale Factor Converg.
 MR0795;SPC WY W     -   192,314.442   770,231.890   MT  0.99994840   -0 14 05.5
 MR0795;UTM  12      - 4,575,628.832   546,948.433   MT  0.99962713   +0 22 13.9
 MR0795
 MR0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0795!SPC WY W     -   0.99967307  x   0.99994840  =   0.99962149
 MR0795!UTM  12      -   0.99967307  x   0.99962713  =   0.99930032
 MR0795
 MR0795                          SUPERSEDED SURVEY CONTROL
 MR0795
 MR0795  NAD 83(1986)-  41 19 50.76913(N)    110 26 20.21658(W) AD(       ) 2
 MR0795  NAD 27      -  41 19 50.94950(N)    110 26 17.63780(W) AD(       ) 2
 MR0795
 MR0795.Superseded values are not recommended for survey control.
 MR0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0795.See file dsdata.txt to determine how the superseded data were derived.
 MR0795
 MR0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4694875629(NAD 83)
 MR0795_MARKER: DD = SURVEY DISK
 MR0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0795_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MR0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0795+STABILITY: SURFACE MOTION
 MR0795
 MR0795  HISTORY     - Date     Condition        Report By
 MR0795  HISTORY     - 1962     MONUMENTED       WYHD
 MR0795
 MR0795                          STATION DESCRIPTION
 MR0795
 MR0795'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1962 (JCC)
 MR0795'THE STATION IS ABOUT 3 MILES WEST-NORTHWEST OF FORT BRIDGER,
 MR0795'1/2 MILE SOUTHWEST OF THE AUSTIN RESERVOIR, 16 MILES EAST OF
 MR0795'THE JUNCTION OF U.S. HIGHWAYS 30 S AND 189 AND ON THE NORTH
 MR0795'RIGHT-OF-WAY OF U.S. HIGHWAY 30 S.
 MR0795'
 MR0795'THE MARK IS A BRONZE DISK OF THE WYOMING STATE HIGHWAY
 MR0795'DEPARTMENT STAMPED 1.80 1.1 28 STA. 5214 + 86. EL. 6881.56,
 MR0795'SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST PROJECTING 6
 MR0795'INCHES.  IT IS 162 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 MR0795'51.3 FEET NORTH OF A FENCE.
 MR0795'
 MR0795'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AUSTIN,
 MR0795'THE DISTANCE BEING 54.98 FEET, 16.759 METERS SOUTH-SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0796 ***********************************************************************
 MR0796  DESIGNATION -  HIGHWAY 30 S STA 5214+86.3
 MR0796  PID         -  MR0796
 MR0796  STATE/COUNTY-  WY/UINTA
 MR0796  USGS QUAD   -  FORT BRIDGER (1978)
 MR0796
 MR0796                         *CURRENT SURVEY CONTROL
 MR0796  ___________________________________________________________________
 MR0796* NAD 83(1993)-  41 19 50.29482(N)    110 26 20.11611(W)     ADJUSTED  
 MR0796* NAVD 88     -      2099.     (meters)    6886.     (feet)  SCALED    
 MR0796  ___________________________________________________________________
 MR0796  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 MR0796  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 MR0796
 MR0796  HORZ ORDER  -  SECOND
 MR0796
 MR0796.The horizontal coordinates were established by classical geodetic methods
 MR0796.and adjusted by the National Geodetic Survey in January 1997..
 MR0796
 MR0796.The orthometric height was scaled from a topographic map.
 MR0796
 MR0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0796
 MR0796.The geoid height was determined by GEOID03.
 MR0796
 MR0796;                    North         East     Units Scale Factor Converg.
 MR0796;SPC WY W     -   192,299.411   770,234.393   MT  0.99994840   -0 14 05.4
 MR0796;UTM  12      - 4,575,613.834   546,951.093   MT  0.99962713   +0 22 14.0
 MR0796
 MR0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0796!SPC WY W     -   0.99967307  x   0.99994840  =   0.99962149
 MR0796!UTM  12      -   0.99967307  x   0.99962713  =   0.99930032
 MR0796
 MR0796                          SUPERSEDED SURVEY CONTROL
 MR0796
 MR0796  NAD 83(1986)-  41 19 50.28223(N)    110 26 20.10629(W) AD(       ) 2
 MR0796  NAD 27      -  41 19 50.46260(N)    110 26 17.52750(W) AD(       ) 2
 MR0796
 MR0796.Superseded values are not recommended for survey control.
 MR0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0796.See file dsdata.txt to determine how the superseded data were derived.
 MR0796
 MR0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4695175614(NAD 83)
 MR0796_MARKER: DD = SURVEY DISK
 MR0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0796_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MR0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0796+STABILITY: SURFACE MOTION
 MR0796
 MR0796  HISTORY     - Date     Condition        Report By
 MR0796  HISTORY     - 1962     MONUMENTED       WYHD
 MR0796
 MR0796                          STATION DESCRIPTION
 MR0796
 MR0796'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1962 (JCC)
 MR0796'THE STATION IS ABOUT 3 MILES WEST-NORTHWEST OF FORT BRIDGER,
 MR0796'1/2 MILE SOUTHWEST OF THE AUSTIN RESERVOIR, 16 MILES EAST OF
 MR0796'THE JUNCTION OF U.S. HIGHWAYS 30 S AND 189 AND ON THE NORTH
 MR0796'RIGHT-OF-WAY OF U.S. HIGHWAY 30 S.
 MR0796'
 MR0796'THE MARK IS A BRONZE DISK OF THE WYOMING STATE HIGHWAY
 MR0796'DEPARTMENT STAMPED, 1.80 1.1 28 ST. 5214+86.3 EL. 6882.55,
 MR0796'SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST PROJECTING 6
 MR0796'INCHES.  IT IS 1 FOOT NORTH OF A FENCE, 112 FEET NORTH OF THE
 MR0796'CENTERLINE OF THE HIGHWAY.
 MR0796'
 MR0796'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AUSTIN,
 MR0796'THE DISTANCE BEING 29.22 FEET, 8.907 METERS WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0803 ***********************************************************************
 MR0803  DESIGNATION -  HIGHWAY 30 S STA 5447+00
 MR0803  PID         -  MR0803
 MR0803  STATE/COUNTY-  WY/UINTA
 MR0803  USGS QUAD   -  LEROY (1978)
 MR0803
 MR0803                         *CURRENT SURVEY CONTROL
 MR0803  ___________________________________________________________________
 MR0803* NAD 83(1993)-  41 18 32.79043(N)    110 31 04.85031(W)     ADJUSTED  
 MR0803* NAVD 88     -      2231.     (meters)    7320.     (feet)  SCALED    
 MR0803  ___________________________________________________________________
 MR0803  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 MR0803  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MR0803
 MR0803  HORZ ORDER  -  SECOND
 MR0803
 MR0803.The horizontal coordinates were established by classical geodetic methods
 MR0803.and adjusted by the National Geodetic Survey in January 1997..
 MR0803
 MR0803.The orthometric height was scaled from a topographic map.
 MR0803
 MR0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0803
 MR0803.The geoid height was determined by GEOID03.
 MR0803
 MR0803;                    North         East     Units Scale Factor Converg.
 MR0803;SPC WY W     -   189,938.693   763,601.685   MT  0.99995380   -0 17 13.0
 MR0803;UTM  12      - 4,573,183.980   540,345.857   MT  0.99962003   +0 19 05.4
 MR0803
 MR0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0803!SPC WY W     -   0.99965236  x   0.99995380  =   0.99960618
 MR0803!UTM  12      -   0.99965236  x   0.99962003  =   0.99927253
 MR0803
 MR0803                          SUPERSEDED SURVEY CONTROL
 MR0803
 MR0803  NAD 83(1986)-  41 18 32.77730(N)    110 31 04.84131(W) AD(       ) 2
 MR0803  NAD 27      -  41 18 32.95990(N)    110 31 02.25370(W) AD(       ) 2
 MR0803
 MR0803.Superseded values are not recommended for survey control.
 MR0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0803.See file dsdata.txt to determine how the superseded data were derived.
 MR0803
 MR0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4034673184(NAD 83)
 MR0803_MARKER: DD = SURVEY DISK
 MR0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0803_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MR0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0803+STABILITY: SURFACE MOTION
 MR0803
 MR0803  HISTORY     - Date     Condition        Report By
 MR0803  HISTORY     - 1962     MONUMENTED       WYHD
 MR0803
 MR0803                          STATION DESCRIPTION
 MR0803
 MR0803'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1962 (JCC)
 MR0803'THE STATION IS A WYOMING STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY
 MR0803'MARK, STAMPED 5447+00, SET IN THE TOP OF A 6 IN X 6 IN SQUARE
 MR0803'CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 115 FEET SOUTHEAST
 MR0803'OF THE CENTERLINE OF THE EASTBOUND LANE OF U.S. HIGHWAY 30S
 MR0803'AND 1 FOOT SOUTHEAST OF A WIRE FENCE.
 MR0803'
 MR0803'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION QUARRY.
 MR0803'IT IS 28.77 FEET (8.77 METERS) WEST OF QUARRY.
 MR0803'
 MR0803'IT IS LOCATED ABOUT 25 MILES EAST NORTHEAST OF EVANSTON, 10
 MR0803'MILES SOUTHWEST OF CARTER, 8 MILES WEST OF FORT BRIDGER AND
 MR0803'ALONG THE SOUTH SIDE OF U.S. HIGHWAY 30S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0707 ***********************************************************************
 NQ0707  DESIGNATION -  HIGHWAY 85 1095+00 125LT ROW
 NQ0707  PID         -  NQ0707
 NQ0707  STATE/COUNTY-  WY/NIOBRARA
 NQ0707  USGS QUAD   -  HAT CREEK (1981)
 NQ0707
 NQ0707                         *CURRENT SURVEY CONTROL
 NQ0707  ___________________________________________________________________
 NQ0707* NAD 83(1986)-  42 57 03.     (N)    104 21 48.     (W)     SCALED    
 NQ0707* NAVD 88     -      1365.709  (meters)    4480.66   (feet)  ADJUSTED  
 NQ0707  ___________________________________________________________________
 NQ0707  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 NQ0707  DYNAMIC HT  -        1365.001 (meters)    4478.34  (feet)  COMP
 NQ0707  MODELED GRAV-     980,053.6   (mgal)                       NAVD 88
 NQ0707
 NQ0707  VERT ORDER  -  THIRD
 NQ0707
 NQ0707.The horizontal coordinates were scaled from a topographic map and have
 NQ0707.an estimated accuracy of +/- 6 seconds.
 NQ0707
 NQ0707.The orthometric height was determined by differential leveling
 NQ0707.and adjusted by the National Geodetic Survey in June 1991..
 NQ0707
 NQ0707.The geoid height was determined by GEOID03.
 NQ0707
 NQ0707.The dynamic height is computed by dividing the NAVD 88
 NQ0707.geopotential number by the normal gravity value computed on the
 NQ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0707.degrees latitude (g = 980.6199 gals.).
 NQ0707
 NQ0707.The modeled gravity was interpolated from observed gravity values.
 NQ0707
 NQ0707;                    North         East    Units  Estimated Accuracy
 NQ0707;SPC WY E     -   272,510.      265,550.      MT  (+/- 180 meters Scaled)
 NQ0707
 NQ0707                          SUPERSEDED SURVEY CONTROL
 NQ0707
 NQ0707.No superseded survey control is available for this station.
 NQ0707
 NQ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH519555(NAD 83)
 NQ0707_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NQ0707_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NQ0707_SP_SET: PREFAB CONC. POST IN EARTH
 NQ0707_STAMPING: 125 LT 1095+00 4478.31
 NQ0707_MARK LOGO: WYHD  
 NQ0707_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NQ0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0707+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1974
 NQ0707
 NQ0707  HISTORY     - Date     Condition        Report By
 NQ0707  HISTORY     - UNK      MONUMENTED       WYHD
 NQ0707  HISTORY     - 19740724 GOOD             USGS
 NQ0707
 NQ0707                          STATION DESCRIPTION
 NQ0707
 NQ0707'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0707'FROM HAT CREEK, WYOMING, PROCEED 0.9 MILES NORTH ALONG HIGHWAY 85 TO
 NQ0707'TURN OUT AT THE TOP OF THE HILL, AT THE NORTH JOG IN THE RIGHT-OF-WAY
 NQ0707'FENCE, 129 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, A CONCRETE
 NQ0707'POST, HIGHWAY RIGHT-OF-WAY MARKER WITH BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0291 ***********************************************************************
 OU0291  DESIGNATION -  HIGHWAY 85 ROW MARK
 OU0291  PID         -  OU0291
 OU0291  STATE/COUNTY-  WY/NIOBRARA
 OU0291  USGS QUAD   -  COYOTE GAP (1981)
 OU0291
 OU0291                         *CURRENT SURVEY CONTROL
 OU0291  ___________________________________________________________________
 OU0291* NAD 83(1986)-  43 02 36.     (N)    104 21 56.     (W)     SCALED    
 OU0291* NAVD 88     -      1294.151  (meters)    4245.89   (feet)  ADJUSTED  
 OU0291  ___________________________________________________________________
 OU0291  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 OU0291  DYNAMIC HT  -        1293.510 (meters)    4243.79  (feet)  COMP
 OU0291  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 OU0291
 OU0291  VERT ORDER  -  SECOND    CLASS 0
 OU0291
 OU0291.The horizontal coordinates were scaled from a topographic map and have
 OU0291.an estimated accuracy of +/- 6 seconds.
 OU0291
 OU0291.The orthometric height was determined by differential leveling
 OU0291.and adjusted by the National Geodetic Survey in June 1991..
 OU0291
 OU0291.The geoid height was determined by GEOID03.
 OU0291
 OU0291.The dynamic height is computed by dividing the NAVD 88
 OU0291.geopotential number by the normal gravity value computed on the
 OU0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0291.degrees latitude (g = 980.6199 gals.).
 OU0291
 OU0291.The modeled gravity was interpolated from observed gravity values.
 OU0291
 OU0291;                    North         East    Units  Estimated Accuracy
 OU0291;SPC WY E     -   282,780.      265,270.      MT  (+/- 180 meters Scaled)
 OU0291
 OU0291                          SUPERSEDED SURVEY CONTROL
 OU0291
 OU0291  NGVD 29 (??/??/92) 1293.50   (m)         4243.8    (f) COMPUTED    2 0
 OU0291
 OU0291.Superseded values are not recommended for survey control.
 OU0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0291.See file dsdata.txt to determine how the superseded data were derived.
 OU0291
 OU0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH516658(NAD 83)
 OU0291_MARKER: DD = SURVEY DISK
 OU0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0291_MARK LOGO: WYHD  
 OU0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0291+STABILITY: SURFACE MOTION
 OU0291
 OU0291  HISTORY     - Date     Condition        Report By
 OU0291  HISTORY     - UNK      MONUMENTED       WYHD
 OU0291  HISTORY     - 1941     GOOD             CGS
 OU0291
 OU0291                          STATION DESCRIPTION
 OU0291
 OU0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 OU0291'21.4 MI N FROM LUSK.
 OU0291'21.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 OU0291'AT LUSK, NIOBRARA COUNTY, 50 YARDS NORTH OF THE INTERSECTION
 OU0291'OF AN EAST-AND-WEST ROAD, AND 50 FEET WEST OF THE CENTERLINE
 OU0291'OF THE HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD
 OU0291'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0046 ***********************************************************************
 NQ0046  DESIGNATION -  HIGHWAY 85 STA 691+00.0
 NQ0046  PID         -  NQ0046
 NQ0046  STATE/COUNTY-  WY/NIOBRARA
 NQ0046  USGS QUAD   -  HAT ROCK (1981)
 NQ0046
 NQ0046                         *CURRENT SURVEY CONTROL
 NQ0046  ___________________________________________________________________
 NQ0046* NAD 83(1986)-  42 55 59.     (N)    104 22 35.     (W)     SCALED    
 NQ0046* NAVD 88     -      1378.923  (meters)    4524.02   (feet)  ADJUSTED  
 NQ0046  ___________________________________________________________________
 NQ0046  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 NQ0046  DYNAMIC HT  -        1378.193 (meters)    4521.62  (feet)  COMP
 NQ0046  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 NQ0046
 NQ0046  VERT ORDER  -  SECOND    CLASS 0
 NQ0046
 NQ0046.The horizontal coordinates were scaled from a topographic map and have
 NQ0046.an estimated accuracy of +/- 6 seconds.
 NQ0046
 NQ0046.The orthometric height was determined by differential leveling
 NQ0046.and adjusted by the National Geodetic Survey in June 1991..
 NQ0046
 NQ0046.The geoid height was determined by GEOID03.
 NQ0046
 NQ0046.The dynamic height is computed by dividing the NAVD 88
 NQ0046.geopotential number by the normal gravity value computed on the
 NQ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0046.degrees latitude (g = 980.6199 gals.).
 NQ0046
 NQ0046.The modeled gravity was interpolated from observed gravity values.
 NQ0046
 NQ0046;                    North         East    Units  Estimated Accuracy
 NQ0046;SPC WY E     -   270,520.      264,510.      MT  (+/- 180 meters Scaled)
 NQ0046
 NQ0046                          SUPERSEDED SURVEY CONTROL
 NQ0046
 NQ0046  NGVD 29 (??/??/92) 1378.24   (m)         4521.8    (f) COMPUTED    2 0
 NQ0046
 NQ0046.Superseded values are not recommended for survey control.
 NQ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0046.See file dsdata.txt to determine how the superseded data were derived.
 NQ0046
 NQ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH508535(NAD 83)
 NQ0046_MARKER: DD = SURVEY DISK
 NQ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0046_MARK LOGO: WYHD  
 NQ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0046+STABILITY: SURFACE MOTION
 NQ0046
 NQ0046  HISTORY     - Date     Condition        Report By
 NQ0046  HISTORY     - UNK      MONUMENTED       WYHD
 NQ0046  HISTORY     - 1934     GOOD             CGS
 NQ0046
 NQ0046                          STATION DESCRIPTION
 NQ0046
 NQ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0046'13.4 MI N FROM LUSK.
 NQ0046'13.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 NQ0046'AT LUSK, NIOBRARA COUNTY, 120 FEET SOUTH OF THE SOUTHEAST END OF AN
 NQ0046'18-INCH CULVERT, AT STATION 691+00.0, 50 FEET EAST OF THE
 NQ0046'CENTERLINE OF THE HIGHWAY, AND 30 FEET NORTHEAST OF A FENCE
 NQ0046'CORNER.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, SET
 NQ0046'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0042 ***********************************************************************
 NQ0042  DESIGNATION -  HIGHWAY 85 STA 850+00.0
 NQ0042  PID         -  NQ0042
 NQ0042  STATE/COUNTY-  WY/NIOBRARA
 NQ0042  USGS QUAD   -  HAT CREEK (1981)
 NQ0042
 NQ0042                         *CURRENT SURVEY CONTROL
 NQ0042  ___________________________________________________________________
 NQ0042* NAD 83(1986)-  42 58 28.     (N)    104 21 45.     (W)     SCALED    
 NQ0042* NAVD 88     -      1337.996  (meters)    4389.74   (feet)  ADJUSTED  
 NQ0042  ___________________________________________________________________
 NQ0042  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 NQ0042  DYNAMIC HT  -        1337.313 (meters)    4387.50  (feet)  COMP
 NQ0042  MODELED GRAV-     980,062.9   (mgal)                       NAVD 88
 NQ0042
 NQ0042  VERT ORDER  -  SECOND    CLASS 0
 NQ0042
 NQ0042.The horizontal coordinates were scaled from a topographic map and have
 NQ0042.an estimated accuracy of +/- 6 seconds.
 NQ0042
 NQ0042.The orthometric height was determined by differential leveling
 NQ0042.and adjusted by the National Geodetic Survey in June 1991..
 NQ0042
 NQ0042.The geoid height was determined by GEOID03.
 NQ0042
 NQ0042.The dynamic height is computed by dividing the NAVD 88
 NQ0042.geopotential number by the normal gravity value computed on the
 NQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0042.degrees latitude (g = 980.6199 gals.).
 NQ0042
 NQ0042.The modeled gravity was interpolated from observed gravity values.
 NQ0042
 NQ0042;                    North         East    Units  Estimated Accuracy
 NQ0042;SPC WY E     -   275,130.      265,600.      MT  (+/- 180 meters Scaled)
 NQ0042
 NQ0042                          SUPERSEDED SURVEY CONTROL
 NQ0042
 NQ0042  NGVD 29 (??/??/92) 1337.33   (m)         4387.6    (f) COMPUTED    2 0
 NQ0042
 NQ0042.Superseded values are not recommended for survey control.
 NQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0042.See file dsdata.txt to determine how the superseded data were derived.
 NQ0042
 NQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH519581(NAD 83)
 NQ0042_MARKER: DD = SURVEY DISK
 NQ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0042_MARK LOGO: WYHD  
 NQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0042+STABILITY: SURFACE MOTION
 NQ0042
 NQ0042  HISTORY     - Date     Condition        Report By
 NQ0042  HISTORY     - UNK      MONUMENTED       WYHD
 NQ0042  HISTORY     - 1934     GOOD             CGS
 NQ0042
 NQ0042                          STATION DESCRIPTION
 NQ0042
 NQ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0042'16.4 MI N FROM LUSK.
 NQ0042'16.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 NQ0042'AT LUSK, NIOBRARA COUNTY, 112 FEET SOUTH OF THE SOUTH END OF AN
 NQ0042'18-INCH CORRUGATED-IRON PIPE CULVERT, AND 50 FEET EAST OF THE
 NQ0042'CENTERLINE OF THE HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT
 NQ0042'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0040 ***********************************************************************
 NQ0040  DESIGNATION -  HIGHWAY 85 STA 954+00.0
 NQ0040  PID         -  NQ0040
 NQ0040  STATE/COUNTY-  WY/NIOBRARA
 NQ0040  USGS QUAD   -  HAT CREEK (1981)
 NQ0040
 NQ0040                         *CURRENT SURVEY CONTROL
 NQ0040  ___________________________________________________________________
 NQ0040* NAD 83(1986)-  42 59 48.     (N)    104 21 51.     (W)     SCALED    
 NQ0040* NAVD 88     -      1332.783  (meters)    4372.64   (feet)  ADJUSTED  
 NQ0040  ___________________________________________________________________
 NQ0040  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 NQ0040  DYNAMIC HT  -        1332.114 (meters)    4370.44  (feet)  COMP
 NQ0040  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 NQ0040
 NQ0040  VERT ORDER  -  SECOND    CLASS 0
 NQ0040
 NQ0040.The horizontal coordinates were scaled from a topographic map and have
 NQ0040.an estimated accuracy of +/- 6 seconds.
 NQ0040
 NQ0040.The orthometric height was determined by differential leveling
 NQ0040.and adjusted by the National Geodetic Survey in June 1991..
 NQ0040
 NQ0040.The geoid height was determined by GEOID03.
 NQ0040
 NQ0040.The dynamic height is computed by dividing the NAVD 88
 NQ0040.geopotential number by the normal gravity value computed on the
 NQ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0040.degrees latitude (g = 980.6199 gals.).
 NQ0040
 NQ0040.The modeled gravity was interpolated from observed gravity values.
 NQ0040
 NQ0040;                    North         East    Units  Estimated Accuracy
 NQ0040;SPC WY E     -   277,600.      265,440.      MT  (+/- 180 meters Scaled)
 NQ0040
 NQ0040                          SUPERSEDED SURVEY CONTROL
 NQ0040
 NQ0040  NGVD 29 (??/??/92) 1332.13   (m)         4370.5    (f) COMPUTED    2 0
 NQ0040
 NQ0040.Superseded values are not recommended for survey control.
 NQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0040.See file dsdata.txt to determine how the superseded data were derived.
 NQ0040
 NQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH518606(NAD 83)
 NQ0040_MARKER: DD = SURVEY DISK
 NQ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0040_STAMPING: 954+00.0
 NQ0040_MARK LOGO: WYHD  
 NQ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0040+STABILITY: SURFACE MOTION
 NQ0040
 NQ0040  HISTORY     - Date     Condition        Report By
 NQ0040  HISTORY     - UNK      MONUMENTED       WYHD
 NQ0040  HISTORY     - 1941     GOOD             CGS
 NQ0040
 NQ0040                          STATION DESCRIPTION
 NQ0040
 NQ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NQ0040'18.2 MI N FROM LUSK.
 NQ0040'18.2 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 NQ0040'AT LUSK, NIOBRARA COUNTY, AT STATION 954+00.0, AT A FENCE, 112
 NQ0040'FEET SOUTH OF THE EAST END OF AN 18-INCH CORRUGATED-IRON CULVERT,
 NQ0040'AND 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A WYOMING STATE
 NQ0040'HIGHWAY DEPARTMENT STANDARD DISK, SET IN THE TOP OF A CONCRETE
 NQ0040'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0302 ***********************************************************************
 MO0302  DESIGNATION -  HIGHWAY 87 STA 1879+00
 MO0302  PID         -  MO0302
 MO0302  STATE/COUNTY-  WY/LARAMIE
 MO0302  USGS QUAD   -  MOFFETT RANCH (1990)
 MO0302
 MO0302                         *CURRENT SURVEY CONTROL
 MO0302  ___________________________________________________________________
 MO0302* NAD 83(1986)-  41 35 12.     (N)    104 50 37.     (W)     SCALED    
 MO0302* NAVD 88     -      1735.057  (meters)    5692.43   (feet)  ADJUSTED  
 MO0302  ___________________________________________________________________
 MO0302  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 MO0302  DYNAMIC HT  -        1733.690 (meters)    5687.95  (feet)  COMP
 MO0302  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 MO0302
 MO0302  VERT ORDER  -  SECOND    CLASS 0
 MO0302
 MO0302.The horizontal coordinates were scaled from a topographic map and have
 MO0302.an estimated accuracy of +/- 6 seconds.
 MO0302
 MO0302.The orthometric height was determined by differential leveling
 MO0302.and adjusted by the National Geodetic Survey in June 1991..
 MO0302
 MO0302.The geoid height was determined by GEOID03.
 MO0302
 MO0302.The dynamic height is computed by dividing the NAVD 88
 MO0302.geopotential number by the normal gravity value computed on the
 MO0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0302.degrees latitude (g = 980.6199 gals.).
 MO0302
 MO0302.The modeled gravity was interpolated from observed gravity values.
 MO0302
 MO0302;                    North         East    Units  Estimated Accuracy
 MO0302;SPC WY E     -   120,720.      226,940.      MT  (+/- 180 meters Scaled)
 MO0302
 MO0302                          SUPERSEDED SURVEY CONTROL
 MO0302
 MO0302  NGVD 29 (??/??/92) 1734.136  (m)         5689.41   (f) ADJ UNCH    2 0
 MO0302
 MO0302.Superseded values are not recommended for survey control.
 MO0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0302.See file dsdata.txt to determine how the superseded data were derived.
 MO0302
 MO0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG130038(NAD 83)
 MO0302_MARKER: DD = SURVEY DISK
 MO0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0302_STAMPING: 1879+00 ELEV 5689.03
 MO0302_MARK LOGO: WYHD  
 MO0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0302+STABILITY: SURFACE MOTION
 MO0302
 MO0302  HISTORY     - Date     Condition        Report By
 MO0302  HISTORY     - UNK      MONUMENTED       WYHD
 MO0302  HISTORY     - 1941     GOOD             CGS
 MO0302
 MO0302                          STATION DESCRIPTION
 MO0302
 MO0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MO0302'12.3 MI S FROM CHUGWATER.
 MO0302'IN LARAMIE COUNTY, 12.3 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM
 MO0302'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD WATER TANK AT
 MO0302'CHUGWATER, PLATTE COUNTY, 1,325 FEET SOUTH OF A RANCH HOUSE, 560
 MO0302'FEET SOUTH OF THE SOUTH END OF A WOODEN BRIDGE, 73 FEET EAST OF
 MO0302'THE CENTERLINE OF THE HIGHWAY, 62 FEET SOUTH OF POLE 7, 5 FEET
 MO0302'NORTH OF A FENCE CORNER AND GATE, AND 1-1/2 FEET WEST OF A FENCE
 MO0302'LINE.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK,
 MO0302'STAMPED---1879+00 ELEV. 5689.03---, AND
 MO0302'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0305 ***********************************************************************
 MO0305  DESIGNATION -  HIGHWAY 87 STA 1922+00
 MO0305  PID         -  MO0305
 MO0305  STATE/COUNTY-  WY/LARAMIE
 MO0305  USGS QUAD   -  MOFFETT RANCH (1990)
 MO0305
 MO0305                         *CURRENT SURVEY CONTROL
 MO0305  ___________________________________________________________________
 MO0305* NAD 83(1986)-  41 36 57.     (N)    104 50 43.     (W)     SCALED    
 MO0305* NAVD 88     -      1743.144  (meters)    5718.96   (feet)  ADJUSTED  
 MO0305  ___________________________________________________________________
 MO0305  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 MO0305  DYNAMIC HT  -        1741.776 (meters)    5714.48  (feet)  COMP
 MO0305  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 MO0305
 MO0305  VERT ORDER  -  SECOND    CLASS 0
 MO0305
 MO0305.The horizontal coordinates were scaled from a topographic map and have
 MO0305.an estimated accuracy of +/- 6 seconds.
 MO0305
 MO0305.The orthometric height was determined by differential leveling
 MO0305.and adjusted by the National Geodetic Survey in June 1991..
 MO0305
 MO0305.The geoid height was determined by GEOID03.
 MO0305
 MO0305.The dynamic height is computed by dividing the NAVD 88
 MO0305.geopotential number by the normal gravity value computed on the
 MO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0305.degrees latitude (g = 980.6199 gals.).
 MO0305
 MO0305.The modeled gravity was interpolated from observed gravity values.
 MO0305
 MO0305;                    North         East    Units  Estimated Accuracy
 MO0305;SPC WY E     -   123,960.      226,790.      MT  (+/- 180 meters Scaled)
 MO0305
 MO0305                          SUPERSEDED SURVEY CONTROL
 MO0305
 MO0305  NGVD 29 (??/??/92) 1742.223  (m)         5715.94   (f) ADJ UNCH    2 0
 MO0305
 MO0305.Superseded values are not recommended for survey control.
 MO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0305.See file dsdata.txt to determine how the superseded data were derived.
 MO0305
 MO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG128071(NAD 83)
 MO0305_MARKER: DD = SURVEY DISK
 MO0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0305_STAMPING: 1922+00 ELEV 5715.66
 MO0305_MARK LOGO: WYHD  
 MO0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0305+STABILITY: SURFACE MOTION
 MO0305
 MO0305  HISTORY     - Date     Condition        Report By
 MO0305  HISTORY     - UNK      MONUMENTED       WYHD
 MO0305  HISTORY     - 1941     GOOD             CGS
 MO0305  HISTORY     - 1961     GOOD             USGS
 MO0305
 MO0305                          STATION DESCRIPTION
 MO0305
 MO0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MO0305'10.3 MI S FROM CHUGWATER.
 MO0305'IN LARAMIE COUNTY, 10.3 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM
 MO0305'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD WATER TANK AT
 MO0305'CHUGWATER, PLATTE COUNTY, 100 FEET NORTHWEST OF THE NORTHWEST
 MO0305'CORNER OF A FARMHOUSE, AT AN 18-INCH CORRUGATED CULVERT, 90 FEET
 MO0305'NORTHEAST OF THE EAST END OF THE NORTH HEADWALL, 73 FEET
 MO0305'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 28 FEET SOUTHEAST
 MO0305'OF A POLE.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK,
 MO0305'STAMPED---1922+00 ELEV. 5715.66---, AND
 MO0305'SET IN THE TOP OF A CONCRETE
 MO0305'POST.  NOTE-- USC+GS LISTING DOES NOT AGREE WITH STAMPED ON
 MO0305'TABLET.
 MO0305
 MO0305                          STATION RECOVERY (1961)
 MO0305
 MO0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MO0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0304 ***********************************************************************
 MO0304  DESIGNATION -  HIGHWAY 87 STA 1940+00
 MO0304  PID         -  MO0304
 MO0304  STATE/COUNTY-  WY/LARAMIE
 MO0304  USGS QUAD   -  MOFFETT RANCH (1990)
 MO0304
 MO0304                         *CURRENT SURVEY CONTROL
 MO0304  ___________________________________________________________________
 MO0304* NAD 83(1986)-  41 36 06.     (N)    104 50 36.     (W)     SCALED    
 MO0304* NAVD 88     -      1745.286  (meters)    5725.99   (feet)  ADJUSTED  
 MO0304  ___________________________________________________________________
 MO0304  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 MO0304  DYNAMIC HT  -        1743.914 (meters)    5721.49  (feet)  COMP
 MO0304  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 MO0304
 MO0304  VERT ORDER  -  SECOND    CLASS 0
 MO0304
 MO0304.The horizontal coordinates were scaled from a topographic map and have
 MO0304.an estimated accuracy of +/- 6 seconds.
 MO0304
 MO0304.The orthometric height was determined by differential leveling
 MO0304.and adjusted by the National Geodetic Survey in June 1991..
 MO0304
 MO0304.The geoid height was determined by GEOID03.
 MO0304
 MO0304.The dynamic height is computed by dividing the NAVD 88
 MO0304.geopotential number by the normal gravity value computed on the
 MO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0304.degrees latitude (g = 980.6199 gals.).
 MO0304
 MO0304.The modeled gravity was interpolated from observed gravity values.
 MO0304
 MO0304;                    North         East    Units  Estimated Accuracy
 MO0304;SPC WY E     -   122,390.      226,950.      MT  (+/- 180 meters Scaled)
 MO0304
 MO0304                          SUPERSEDED SURVEY CONTROL
 MO0304
 MO0304  NGVD 29 (??/??/92) 1744.365  (m)         5722.97   (f) ADJ UNCH    2 0
 MO0304
 MO0304.Superseded values are not recommended for survey control.
 MO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0304.See file dsdata.txt to determine how the superseded data were derived.
 MO0304
 MO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG130055(NAD 83)
 MO0304_MARKER: DD = SURVEY DISK
 MO0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0304_STAMPING: 1940+00 ELEV 5722.42
 MO0304_MARK LOGO: WYHD  
 MO0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0304+STABILITY: SURFACE MOTION
 MO0304
 MO0304  HISTORY     - Date     Condition        Report By
 MO0304  HISTORY     - UNK      MONUMENTED       WYHD
 MO0304  HISTORY     - 1941     GOOD             CGS
 MO0304
 MO0304                          STATION DESCRIPTION
 MO0304
 MO0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 MO0304'11.3 MI S FROM CHUGWATER.
 MO0304'IN LARAMIE COUNTY, 11.3 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM
 MO0304'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD WATER TANK AT
 MO0304'CHUGWATER, PLATTE COUNTY, 73 FEET NORTHEAST OF THE CENTERLINE OF
 MO0304'THE HIGHWAY, IN A VALLEY AT A JOG IN THE FENCE LINE, 2 POLES
 MO0304'SOUTH OF POLE 101, AND 17 FEET NORTH OF POLE 1/2.  A WYOMING
 MO0304'STATE HIGHWAY DEPARTMENT STANDARD DISK,
 MO0304'STAMPED---1940+00 ELEV. 5722.42---, AND
 MO0304'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0321 ***********************************************************************
 MO0321  DESIGNATION -  HIGHWAY MARKER
 MO0321  PID         -  MO0321
 MO0321  STATE/COUNTY-  WY/PLATTE
 MO0321  USGS QUAD   -  CHUGWATER (1990)
 MO0321
 MO0321                         *CURRENT SURVEY CONTROL
 MO0321  ___________________________________________________________________
 MO0321* NAD 83(1986)-  41 45 02.     (N)    104 49 39.     (W)     SCALED    
 MO0321* NAVD 88     -      1615.217  (meters)    5299.26   (feet)  ADJUSTED  
 MO0321  ___________________________________________________________________
 MO0321  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 MO0321  DYNAMIC HT  -        1614.017 (meters)    5295.32  (feet)  COMP
 MO0321  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 MO0321
 MO0321  VERT ORDER  -  FIRST     CLASS II
 MO0321
 MO0321.The horizontal coordinates were scaled from a topographic map and have
 MO0321.an estimated accuracy of +/- 6 seconds.
 MO0321
 MO0321.The orthometric height was determined by differential leveling
 MO0321.and adjusted by the National Geodetic Survey in June 1991..
 MO0321.WARNING-Repeat measurements at this control monument indicate possible
 MO0321.vertical movement.
 MO0321
 MO0321.The geoid height was determined by GEOID03.
 MO0321
 MO0321.The dynamic height is computed by dividing the NAVD 88
 MO0321.geopotential number by the normal gravity value computed on the
 MO0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0321.degrees latitude (g = 980.6199 gals.).
 MO0321
 MO0321.The modeled gravity was interpolated from observed gravity values.
 MO0321
 MO0321;                    North         East    Units  Estimated Accuracy
 MO0321;SPC WY E     -   138,930.      228,210.      MT  (+/- 180 meters Scaled)
 MO0321
 MO0321                          SUPERSEDED SURVEY CONTROL
 MO0321
 MO0321  NGVD 29 (??/??/92) 1614.315  (m)         5296.30   (f) ADJ UNCH    1 2
 MO0321
 MO0321.Superseded values are not recommended for survey control.
 MO0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0321.See file dsdata.txt to determine how the superseded data were derived.
 MO0321
 MO0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG143220(NAD 83)
 MO0321_MARKER: DD = SURVEY DISK
 MO0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0321+STABILITY: SURFACE MOTION
 MO0321
 MO0321  HISTORY     - Date     Condition        Report By
 MO0321  HISTORY     - UNK      MONUMENTED       WYHD
 MO0321  HISTORY     - 1954     GOOD             NGS
 MO0321  HISTORY     - 1961     POOR             USGS
 MO0321
 MO0321                          STATION DESCRIPTION
 MO0321
 MO0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0321'0.7 MI S FROM CHUGWATER.
 MO0321'0.7 MILE SOUTH ALONG U.S. HIGHWAY 87 FROM THE CHICAGO, BURLINGTON
 MO0321'AND QUINCY RAILROAD STATION AT CHUGWATER, 0.15 MILE SOUTH OF A
 MO0321'HIGHWAY OVERPASS, 63 YARDS NORTH OF THE ENTRANCE TO A FIELD,
 MO0321'49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 10.3 FEET NORTH
 MO0321'OF A POWER POLE, 1.8 FEET WEST OF A FENCE, SET IN THE TOP OF A
 MO0321'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 MO0321
 MO0321                          STATION RECOVERY (1961)
 MO0321
 MO0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MO0321'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0399 ***********************************************************************
 OU0399  DESIGNATION -  HILIGHT
 OU0399  PID         -  OU0399
 OU0399  STATE/COUNTY-  WY/CAMPBELL
 OU0399  USGS QUAD   -  HILIGHT (1971)
 OU0399
 OU0399                         *CURRENT SURVEY CONTROL
 OU0399  ___________________________________________________________________
 OU0399* NAD 83(1993)-  43 47 49.22270(N)    105 20 23.19707(W)     ADJUSTED  
 OU0399* NAVD 88     -      1576.1    (meters)    5171.     (feet)  VERTCON   
 OU0399  ___________________________________________________________________
 OU0399  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 OU0399  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 OU0399
 OU0399  HORZ ORDER  -  FIRST
 OU0399
 OU0399.The horizontal coordinates were established by classical geodetic methods
 OU0399.and adjusted by the National Geodetic Survey in January 1997..
 OU0399
 OU0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0399
 OU0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0399
 OU0399.The geoid height was determined by GEOID03.
 OU0399
 OU0399;                    North         East     Units Scale Factor Converg.
 OU0399;SPC WY E     -   366,210.613   186,069.101   MT  0.99993989   -0 07 11.3
 OU0399;UTM  13      - 4,849,383.275   472,665.971   MT  0.99960919   -0 14 06.6
 OU0399
 OU0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0399!SPC WY E     -   0.99975524  x   0.99993989  =   0.99969515
 OU0399!UTM  13      -   0.99975524  x   0.99960919  =   0.99936453
 OU0399
 OU0399|---------------------------------------------------------------------|
 OU0399| PID    Reference Object                     Distance      Geod. Az  |
 OU0399|                                                           dddmmss.s |
 OU0399| CQ3977 HILIGHT RM 1                         22.514 METERS 18941     |
 OU0399| CQ3976 HILIGHT AZ MK                                      2562041.6 |
 OU0399| CQ3978 HILIGHT RM 2                          7.305 METERS 35625     |
 OU0399|---------------------------------------------------------------------|
 OU0399
 OU0399                          SUPERSEDED SURVEY CONTROL
 OU0399
 OU0399  NAD 83(1986)-  43 47 49.20401(N)    105 20 23.17071(W) AD(       ) 1
 OU0399  NAD 27      -  43 47 49.30600(N)    105 20 21.21700(W) AD(       ) 1
 OU0399  NGVD 29 (07/19/86) 1575.3    (m)         5168.     (f) VERT ANG       
 OU0399
 OU0399.Superseded values are not recommended for survey control.
 OU0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0399.See file dsdata.txt to determine how the superseded data were derived.
 OU0399
 OU0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ7266649383(NAD 83)
 OU0399_MARKER: DS = TRIANGULATION STATION DISK
 OU0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0399
 OU0399  HISTORY     - Date     Condition        Report By
 OU0399  HISTORY     - 1955     MONUMENTED       CGS
 OU0399  HISTORY     - 1962     GOOD             USFS
 OU0399  HISTORY     - 1987     GOOD             BLM
 OU0399
 OU0399                          STATION DESCRIPTION
 OU0399
 OU0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0399'THE STATION IS LOCATED ABOUT 30 MILES SOUTH OF GILLETTE,
 OU0399'ABOUT 6 MILES EAST OF STATE HIGHWAY NUMBER 59, ABOUT 1.25
 OU0399'MILES EAST NORTHEAST OF MR. CARL SPRINGENS RANCH HOUSE AND
 OU0399'ON THE SUMMIT OF THE HIGHEST AND MOST SOUTHERLY OF A GROUP
 OU0399'OF BUTTES.
 OU0399'
 OU0399'TO REACH FROM THE POST OFFICE AT GILLETTE.  GO EAST ON EAST
 OU0399'THIRD STREET FOR 0.45 MILE.  TURN RIGHT, ONTO STATE HIGHWAY
 OU0399'NUMBER 59, AND GO SOUTH FOR 24.4 MILES TO A BRIDGE WHICH SPANS
 OU0399'THE BELLE FOURCHE RIVER.  CROSS THE BRIDGE AND CONTINUE SOUTH
 OU0399'FOR 5.3 MILES.  TURN LEFT, ONTO A GRADED ROAD, AND GO EAST
 OU0399'FOR 4.7 MILES TO A CROSS ROADS INTERSECTION.  TURN RIGHT AND
 OU0399'GO SOUTH FOR 4.6 MILES.  PASS TO THE RIGHT HAND SIDE OF MR.
 OU0399'CARL SPRINGENS RANCH HOUSE.  TURN LEFT, PASS THROUGH A WIRE
 OU0399'GATE, AND GO EAST 0.2 MILE.  TURN LEFT, PASS THROUGH A GATE,
 OU0399'AND GO 0.2 MILE TO THE NORTHEAST CORNER OF A YARD FENCE AT
 OU0399'AN ABANDONED RANCH HOUSE.  PASS THROUGH A GATE AND GO
 OU0399'NORTHEAST, ACROSS A FIELD AND ALONG THE RIGHT HAND SIDE OF A
 OU0399'DRAW, FOR 0.8 MILE.  TURN LEFT, CROSS OVER THE DRAW, AND
 OU0399'GO NORTH FOR 0.2 MILE.  TURN TO THE RIGHT AND FOLLOW ALONG
 OU0399'THE SOUTH SIDE OF THE WIRE FENCE FOR 0.1 MILE.  (THE AZIMUTH
 OU0399'MARK IS LOCATED AT THIS POINT) PASS THROUGH A GATE AND GO
 OU0399'EAST ALONG THE NORTH SIDE OF THE FENCE FOR 0.4 MILE TO THE
 OU0399'BASE OF THE BUTTE AND THE END OF TRUCK TRAVEL.  FROM THIS
 OU0399'POINT PACK NORTH TO THE HIGHEST GROUND AND THE
 OU0399'STATION.  THIS IS ABOUT A 5 MINUTE PACK.
 OU0399'
 OU0399'THE STATION MARKS ARE STANDARD DISKS, STAMPED HILIGHT 1955.
 OU0399'THE SURFACE STATION MARK IS SET IN A 10 IN BY 10 IN CONCRETE
 OU0399'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE SOIL.
 OU0399'THE UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR
 OU0399'MASS OF CONCRETE 36 INCHES BELOW THE STATION SURFACE MARK.
 OU0399'
 OU0399'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HILIGHT
 OU0399'NO 1 1955, SET INTO A DRILL HOLE IN A BOULDER WHICH IS 1 FOOT
 OU0399'WIDE 6 FEET LONG AND PROJECTS 18 INCHES.  IT IS LOCATED ON THE
 OU0399'WEST SLOPE OF THE HILL ABOUT 30 FEET WEST OF A CAIRN
 OU0399'
 OU0399'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HILIGHT
 OU0399'NO 2 1955, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 OU0399'18 INCHES.  IT IS LOCATED ON THE NORTH SLOPE OF THE STATION
 OU0399'HILL ABOUT 2 FEET LOWER THAN THE STATION.
 OU0399'
 OU0399'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HILIGHT 1955,
 OU0399'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 OU0399'INCHES.  IT IS LOCATED ABOUT 0.5 MILE WEST SOUTHWEST OF THE
 OU0399'STATION AND 24 FEET EAST OF A T FENCE CORNER.
 OU0399'
 OU0399'NOTE--A 4 FOOT STAND WAS USED
 OU0399
 OU0399                          STATION RECOVERY (1962)
 OU0399
 OU0399'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0399'ALL STATION MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 OU0399
 OU0399                          STATION RECOVERY (1987)
 OU0399
 OU0399'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 OU0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0530 ***********************************************************************
 NR0530  DESIGNATION -  HKARB 1
 NR0530  PID         -  NR0530
 NR0530  STATE/COUNTY-  WY/NATRONA
 NR0530  USGS QUAD   -  CLARKSON HILL (1984)
 NR0530
 NR0530                         *CURRENT SURVEY CONTROL
 NR0530  ___________________________________________________________________
 NR0530* NAD 83(1993)-  42 37 31.17532(N)    106 37 56.81944(W)     ADJUSTED  
 NR0530* NAVD 88     -      1647.9    (meters)    5406.     (feet)  VERTCON   
 NR0530  ___________________________________________________________________
 NR0530  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 NR0530  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 NR0530
 NR0530  HORZ ORDER  -  THIRD
 NR0530
 NR0530.The horizontal coordinates were established by classical geodetic methods
 NR0530.and adjusted by the National Geodetic Survey in January 1997..
 NR0530
 NR0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0530
 NR0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0530
 NR0530.The geoid height was determined by GEOID03.
 NR0530
 NR0530;                    North         East     Units Scale Factor Converg.
 NR0530;SPC WYEC     -   336,272.384   457,493.267   MT  0.99997815   +0 28 28.7
 NR0530;UTM  13      - 4,720,500.926   366,134.565   MT  0.99982047   -1 06 20.4
 NR0530
 NR0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0530!SPC WYEC     -   0.99974362  x   0.99997815  =   0.99972178
 NR0530!UTM  13      -   0.99974362  x   0.99982047  =   0.99956414
 NR0530
 NR0530:                Primary Azimuth Mark                     Grid Az
 NR0530:SPC WYEC     -  KENDRICKS                                262 55 55.3
 NR0530:UTM  13      -  KENDRICKS                                264 30 44.4
 NR0530
 NR0530|---------------------------------------------------------------------|
 NR0530| PID    Reference Object                     Distance      Geod. Az  |
 NR0530|                                                           dddmmss.s |
 NR0530| NR0533 KENDRICKS                           APPROX. 7.6 KM 2632424.0 |
 NR0530|---------------------------------------------------------------------|
 NR0530
 NR0530                          SUPERSEDED SURVEY CONTROL
 NR0530
 NR0530  NAD 83(1986)-  42 37 31.16272(N)    106 37 56.80050(W) AD(       ) 3
 NR0530  NGVD 29 (09/08/93) 1647.0    (m)         5404.     (f) VERT ANG       
 NR0530
 NR0530.Superseded values are not recommended for survey control.
 NR0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0530.See file dsdata.txt to determine how the superseded data were derived.
 NR0530
 NR0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6613520501(NAD 83)
 NR0530_MARKER: DS = TRIANGULATION STATION DISK
 NR0530_SETTING: 0 = UNSPECIFIED SETTING
 NR0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0530
 NR0530  HISTORY     - Date     Condition        Report By
 NR0530  HISTORY     - 1948     MONUMENTED       USGS
 NR0530
 NR0530                          STATION DESCRIPTION
 NR0530
 NR0530'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0530'TO REACH STATION FROM POST OFFICE AT ALCOVA, GO E. ON HIGHWAY 220
 NR0530'FOR 7.3 MI. TO TRAIL ON RIGHT AND IRRIGATION CANAL ON LEFT SIDE OF
 NR0530'HIGHWAY.  STATION IS ON EXTENDED TRAIL AND 70.2 FT. N. OF HIGHWAY.
 NR0530'
 NR0530'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN. ABOVE
 NR0530'GROUND, STAMPED---HKARB-1 1948 VABM 5403---.
 NR0530'
 NR0530'REFERENCE MARK NO. 1--3/4 IN. PIPE 3 IN. ABOVE GROUND, 31.59 FT. SW.
 NR0530'OF STATION, N 33 DEGREES 36 MINUTES, NE FROM STATION.
 NR0530'
 NR0530'REFERENCE MARK NO. 2--3/4 IN. PIPE 2 IN. ABOVE GROUND, 31.63 FT. NW.
 NR0530'OF STATION, N 58 DEGREES 12 MINUTES, SE FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0799 ***********************************************************************
 OX0799  DESIGNATION -  HOBACK PEAK RESET
 OX0799  PID         -  OX0799
 OX0799  STATE/COUNTY-  WY/SUBLETTE
 OX0799  USGS QUAD   -  HOBACK PEAK (1996)
 OX0799
 OX0799                         *CURRENT SURVEY CONTROL
 OX0799  ___________________________________________________________________
 OX0799* NAD 83(1993)-  43 05 04.14989(N)    110 34 13.39466(W)     ADJUSTED  
 OX0799* NAVD 88     -      3312.2    (meters)   10867.     (feet)  VERTCON   
 OX0799  ___________________________________________________________________
 OX0799  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 OX0799  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 OX0799
 OX0799  HORZ ORDER  -  THIRD
 OX0799
 OX0799.The horizontal coordinates were established by classical geodetic methods
 OX0799.and adjusted by the National Geodetic Survey in January 1997..
 OX0799
 OX0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0799
 OX0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0799
 OX0799.The geoid height was determined by GEOID03.
 OX0799
 OX0799;                    North         East     Units Scale Factor Converg.
 OX0799;SPC WY W     -   387,154.192   760,342.043   MT  0.99995684   -0 19 57.7
 OX0799;UTM  12      - 4,770,286.454   534,969.021   MT  0.99961504   +0 17 36.5
 OX0799
 OX0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0799!SPC WY W     -   0.99948246  x   0.99995684  =   0.99943933
 OX0799!UTM  12      -   0.99948246  x   0.99961504  =   0.99909770
 OX0799
 OX0799:                Primary Azimuth Mark                     Grid Az
 OX0799:SPC WY W     -  CLAUSE RESET                             354 24 38.1
 OX0799:UTM  12      -  CLAUSE RESET                             353 47 03.9
 OX0799
 OX0799|---------------------------------------------------------------------|
 OX0799| PID    Reference Object                     Distance      Geod. Az  |
 OX0799|                                                           dddmmss.s |
 OX0799| OX0798 CLAUSE RESET                        APPROX. 8.3 KM 3540440.4 |
 OX0799|---------------------------------------------------------------------|
 OX0799
 OX0799                          SUPERSEDED SURVEY CONTROL
 OX0799
 OX0799  NAD 83(1993)-  43 05 04.14780(N)    110 34 13.39067(W) AD(       ) 3
 OX0799  NAD 83(1986)-  43 05 04.13438(N)    110 34 13.38296(W) AD(       ) 3
 OX0799  NAD 27      -  43 05 04.37737(N)    110 34 10.70583(W) AD(       ) 3
 OX0799  NGVD 29 (07/19/86) 3310.7    (m)        10862.     (f) VERT ANG       
 OX0799
 OX0799.Superseded values are not recommended for survey control.
 OX0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0799.See file dsdata.txt to determine how the superseded data were derived.
 OX0799
 OX0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN3496970286(NAD 83)
 OX0799_MARKER: DD = SURVEY DISK
 OX0799_SETTING: 66 = SET IN ROCK OUTCROP
 OX0799_SP_SET: SET IN ROCK OUTCROP
 OX0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0799+STABILITY: POSITION/ELEVATION WELL
 OX0799
 OX0799  HISTORY     - Date     Condition        Report By
 OX0799  HISTORY     - 1965     MONUMENTED       USGS
 OX0799  HISTORY     - 1965     GOOD             USGS
 OX0799
 OX0799                          STATION DESCRIPTION
 OX0799
 OX0799'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0799'ON THE HIGHEST POINT OF HOBACK PEAK, A PROMINENT PEAK AT THE HEADS
 OX0799'OF CLIFF CREEK (TRIBUTARY TO FALL RIVER) AND OF LITTLE GREYS RIVER
 OX0799'(TRIBUTARY TO GREYS RIVER).  THE MAIN FORK OF FALL RIVER GOES THROUGH
 OX0799'A CANYON SEVERAL MILES S. OF STATION.  THE PEAK IS ABOUT 2 MI. S. OF
 OX0799'THE PASS AT THE HEAD OF CLIFF CREEK, HORSES CAN BE TAKEN TO STATION.
 OX0799'
 OX0799'RECOVERED AND REDESCRIBED AS FOLLOWS
 OX0799'
 OX0799'LOCATED ABOUT 18.5 MI. (AIRLINE) SSE. OF ROGERS POINT, WYOMING, ABOUT
 OX0799'11.5 MI. (AIRLINE) SW. OF BONDURANT POST OFFICE, WYOMING, ABOUT 14.5
 OX0799'MI. (AIRLINE) NW. OF MERNA POST OFFICE, WYOMING, IN SUBLETTE COUNTY,
 OX0799'WYOMING.
 OX0799'
 OX0799'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---HOBACK PEAK 1907
 OX0799'ET 1965---, WEDGED SOLIDLY IN ROCK OUTCROP, 3 FT. ROCK CAIRN WAS
 OX0799'BUILT OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0520 ***********************************************************************
 NQ0520  DESIGNATION -  HOBBS
 NQ0520  PID         -  NQ0520
 NQ0520  STATE/COUNTY-  WY/GOSHEN
 NQ0520  USGS QUAD   -  RAWHIDE BUTTES WEST (1978)
 NQ0520
 NQ0520                         *CURRENT SURVEY CONTROL
 NQ0520  ___________________________________________________________________
 NQ0520* NAD 83(1993)-  42 34 50.27446(N)    104 35 08.54435(W)     ADJUSTED  
 NQ0520* NAVD 88     -      1858.9    (meters)    6099.     (feet)  VERTCON   
 NQ0520  ___________________________________________________________________
 NQ0520  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 NQ0520  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NQ0520
 NQ0520  HORZ ORDER  -  FIRST
 NQ0520
 NQ0520.The horizontal coordinates were established by classical geodetic methods
 NQ0520.and adjusted by the National Geodetic Survey in January 1997..
 NQ0520
 NQ0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0520
 NQ0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0520
 NQ0520.The geoid height was determined by GEOID03.
 NQ0520
 NQ0520;                    North         East     Units Scale Factor Converg.
 NQ0520;SPC WY E     -   231,233.239   247,690.016   MT  0.99996547   +0 23 35.2
 NQ0520;UTM  13      - 4,714,329.549   533,997.128   MT  0.99961422   +0 16 49.2
 NQ0520
 NQ0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0520!SPC WY E     -   0.99971079  x   0.99996547  =   0.99967627
 NQ0520!UTM  13      -   0.99971079  x   0.99961422  =   0.99932512
 NQ0520
 NQ0520:                Primary Azimuth Mark                     Grid Az
 NQ0520:SPC WY E     -  RAWHIDE                                  084 37 31.8
 NQ0520:UTM  13      -  RAWHIDE                                  084 44 17.8
 NQ0520
 NQ0520|---------------------------------------------------------------------|
 NQ0520| PID    Reference Object                     Distance      Geod. Az  |
 NQ0520|                                                           dddmmss.s |
 NQ0520| NQ0462 RAWHIDE                             APPROX. 7.7 KM 0850107.0 |
 NQ0520| CQ3990 HOBBS RM                                           29112     |
 NQ0520|---------------------------------------------------------------------|
 NQ0520
 NQ0520                          SUPERSEDED SURVEY CONTROL
 NQ0520
 NQ0520  NAD 83(1986)-  42 34 50.24979(N)    104 35 08.53492(W) AD(       ) 1
 NQ0520  NAD 27      -  42 34 50.36600(N)    104 35 06.68600(W) AD(       ) 1
 NQ0520  NGVD 29 (07/19/86) 1858.1    (m)         6096.     (f) VERT ANG       
 NQ0520
 NQ0520.Superseded values are not recommended for survey control.
 NQ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0520.See file dsdata.txt to determine how the superseded data were derived.
 NQ0520
 NQ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH3399714330(NAD 83)
 NQ0520_MARKER: DS = TRIANGULATION STATION DISK
 NQ0520_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0520_SP_SET: PARTIALLY EXPOSED BEDROCK
 NQ0520
 NQ0520  HISTORY     - Date     Condition        Report By
 NQ0520  HISTORY     - 1912     MONUMENTED       CGS
 NQ0520  HISTORY     - 1971     GOOD             NGS
 NQ0520
 NQ0520                          STATION DESCRIPTION
 NQ0520
 NQ0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 NQ0520'ABOUT 15 MILES DIRECT AND 20 MILES BY ROAD S 30 DEG W FROM LUSK,
 NQ0520'6-1/2 MILES N55 DEG W FROM RAWHIDE RANCH, 4 MILES SOUTH OF HOBBS
 NQ0520'RANCH, ON MOST EASTERLY OF GROUP OF HILLS, ON ONLY WOODED HILL
 NQ0520'IN VICINITY, AT INTERSECTION OF THREE LINES CUT THROUGH TIMBER
 NQ0520'TO OTHER TRIANGULATION STATIONS.  MARKED BY STANDARD STATION
 NQ0520'DISK IN SOLID ROCK.  REFERENCE MARK IS STANDARD REFERENCE DISK
 NQ0520'IN SOLID ROCK 19.172 METERS (62.90 FEET) FROM STATION
 NQ0520'N 68 DEG 48 MIN W.
 NQ0520
 NQ0520                          STATION RECOVERY (1971)
 NQ0520
 NQ0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WTJ)
 NQ0520'STATION AND R.M. RECOVERED IN GOOD CONDITION.  STATION CAN BE
 NQ0520'REACHED BY PACKING SOUTH ABOUT ONE MILE FROM THE FAA LONG RANGE
 NQ0520'RADAR SITE.  THERE ARE SOME VERY ROUGH TRACK ROADS GOING TOWARDS
 NQ0520'THE STATION FROM THE RADAR SITE, IT MAY BE POSSIBLE TO DRIVE TO
 NQ0520'THE STATION IN A FOUR WHEEL DRIVE VEHICLE.
 NQ0520'
 NQ0520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15
 NQ0520'MILES S. OF LUSK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0565 ***********************************************************************
 MP0565  DESIGNATION -  HOG PARK
 MP0565  PID         -  MP0565
 MP0565  STATE/COUNTY-  WY/CARBON
 MP0565  USGS QUAD   -  DUDLEY CREEK (1983)
 MP0565
 MP0565                         *CURRENT SURVEY CONTROL
 MP0565  ___________________________________________________________________
 MP0565* NAD 83(1993)-  41 00 09.06695(N)    106 48 01.79271(W)     ADJUSTED  
 MP0565* NAVD 88     -      2767.6    (meters)    9080.     (feet)  VERTCON   
 MP0565  ___________________________________________________________________
 MP0565  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 MP0565  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 MP0565
 MP0565  HORZ ORDER  -  THIRD
 MP0565
 MP0565.The horizontal coordinates were established by classical geodetic methods
 MP0565.and adjusted by the National Geodetic Survey in January 1997..
 MP0565
 MP0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0565
 MP0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0565
 MP0565.The geoid height was determined by GEOID03.
 MP0565
 MP0565;                    North         East     Units Scale Factor Converg.
 MP0565;SPC WYEC     -   155,937.506   444,825.784   MT  0.99996222   +0 20 58.5
 MP0565;SPC CO N     -   490,944.454   804,987.582   MT  1.00004292   -0 50 25.1
 MP0565;SPC CO N     - 1,610,706.93  2,641,030.09   sFT  1.00004292   -0 50 25.1
 MP0565;UTM  13      - 4,540,597.898   348,577.610   MT  0.99988221   -1 10 53.5
 MP0565
 MP0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0565!SPC WYEC     -   0.99956778  x   0.99996222  =   0.99953001
 MP0565!SPC CO N     -   0.99956778  x   1.00004292  =   0.99961068
 MP0565!UTM  13      -   0.99956778  x   0.99988221  =   0.99945004
 MP0565
 MP0565:                Primary Azimuth Mark                     Grid Az
 MP0565:SPC WYEC     -  BLACKHALL                                070 24 06.8
 MP0565:SPC CO N     -  BLACKHALL                                071 35 30.4
 MP0565:UTM  13      -  BLACKHALL                                071 55 58.8
 MP0565
 MP0565|---------------------------------------------------------------------|
 MP0565| PID    Reference Object                     Distance      Geod. Az  |
 MP0565|                                                           dddmmss.s |
 MP0565| MP0559 BLACKHALL                           APPROX.10.3 KM 0704505.3 |
 MP0565| CP5537 HOG PARK RM 1                         6.024 METERS 13341     |
 MP0565| CP5538 HOG PARK RM 2                        13.855 METERS 29123     |
 MP0565|---------------------------------------------------------------------|
 MP0565
 MP0565                          SUPERSEDED SURVEY CONTROL
 MP0565
 MP0565  NAD 83(1993)-  41 00 09.06367(N)    106 48 01.79068(W) AD(       ) 3
 MP0565  NAD 83(1986)-  41 00 09.06287(N)    106 48 01.78815(W) AD(       ) 3
 MP0565  NAD 27      -  41 00 09.17600(N)    106 47 59.62700(W) AD(       ) 3
 MP0565  NGVD 29 (07/19/86) 2766.3    (m)         9076.     (f) VERT ANG       
 MP0565
 MP0565.Superseded values are not recommended for survey control.
 MP0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0565.See file dsdata.txt to determine how the superseded data were derived.
 MP0565
 MP0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF4857840598(NAD 83)
 MP0565_MARKER: DS = TRIANGULATION STATION DISK
 MP0565_SETTING: 80 = SET IN A BOULDER
 MP0565_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0565
 MP0565  HISTORY     - Date     Condition        Report By
 MP0565  HISTORY     - 1949     MONUMENTED       CGS
 MP0565
 MP0565                          STATION DESCRIPTION
 MP0565
 MP0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0565'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW TIMBERED
 MP0565'HILL THAT LIES ABOUT 0.6 MILE AIR LINE EAST OF THE HOG PARK
 MP0565'RANGER STATION AT COMMISSARY PARK ALONG THE ENCAMPMENT RIVER.
 MP0565'THE COLORADO-WYOMING STATE LINE IS JUST A FEW YARDS TO THE
 MP0565'NORTH OF THE STATION.  THE STATION MARK IS SET 5 PACES SOUTH OF
 MP0565'A TRIANGLE BLAZED PINE TREE, PROJECTS 5 INCHES AND IS STAMPED,
 MP0565'HOG PARK 1949.
 MP0565'
 MP0565'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MP0565'STATION, PROJECTS 1 INCH AND IS STAMPED, HOG PARK NO 1 1949.
 MP0565'
 MP0565'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MP0565'STATION, PROJECTS 10 INCHES AND IS STAMPED, HOG PARK NO 2
 MP0565'1949.
 MP0565'
 MP0565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40
 MP0565'AND STATE HIGHWAY 129, 1.6 MILES EAST OF STEAMBOAT SPRINGS.
 MP0565'FOLLOW STATE HIGHWAY 129 NORTH FOR 29.0 MILES TO THE COLUMBINE
 MP0565'STORE AND POST OFFICE.  CONTINUE NORTH ON HIGHWAY 129 FOR 4.7 MILES
 MP0565'TO A SIDE ROAD RIGHT AT SIGN, WHISKY PARK 8 BIG RED PARK 8.  TURN
 MP0565'RIGHT AND FOLLOW THE MAIN ROAD FOR 2.7 MILES TO FORK.  TAKE THE
 MP0565'LEFT FORK AND GO FOR 1.0 MILE TO FORK.  TAKE THE LEFT FORK FOR
 MP0565'3.95 MILES TO THE WHISKY PARK GUARD STATION ON THE LEFT.  CONTINUE
 MP0565'STRAIGHT AHEAD FOR 0.15 TO FORK AND SIGN, HOG PARK 9.  TAKE
 MP0565'THE RIGHT FORK FOR 0.9 MILE TO FORK AND SIGN, HOG
 MP0565'PARK 8 WYOMING DRIVE WAY 4.  TAKE THE LEFT FORK THE MAIN
 MP0565'TRACK ROAD AND CONTINUE FOR 2.9 MILES TO AN OPEN AREA AND
 MP0565'THE WYOMING STOCK DRIVEWAY.  TURN RIGHT AND FOLLOW ALONG THE
 MP0565'CLEARED AREA FOR 2.7 MILES TO A FOREST SERVICE SIGN, HOG
 MP0565'PARK 4 STATE LINE DRIVEWAY WHISKY PARK 5.  THIS IS THE
 MP0565'END OF TRUCK TRAVEL FOR A TWO WHEEL DRIVE VEHICLE.  TURN
 MP0565'LEFT DOWNHILL AND FOLLOW THE STATE LINE DRIVEWAY FOR 1.4
 MP0565'MILE TO A OPEN MEADOW IN THE VALLEY.  FROM HERE FOLLOW DIM
 MP0565'TRACKS NORTHEAST FOR 0.4 MILE TO A STREAM.  FROM HERE CROSS THE
 MP0565'STREAM AND FOLLOW DIM TRACKS AND DRIVEWAY SIGNS NORTHEAST
 MP0565'AND EAST OVER THE RIDGE FOR 1.3 MILES TO A DIM FORK AT
 MP0565'THE WEST EDGE OF A OPEN PARK AREA.  TAKE THE RIGHT FORK
 MP0565'SOUTHEASTERLY FOR 0.15 MILE TO A SIGN, COLO.-WYOMING STATE
 MP0565'LINE.  CONTINUE SOUTHEASTERLY CROSSING A SMALL SWAMPY AREA
 MP0565'AND ALONG DIM ROAD TO SOUTH FOR 0.3 MILE TO THE HOG
 MP0565'PARK RANGER STATION AND END OF TRUCK TRAVEL.  FROM HERE THE
 MP0565'STATION LIES ABOUT 54 DEGREES MAGNETIC.  PACK EAST CROSSING FOOT
 MP0565'BRIDGE OVER THE ENCAMPMENT RIVER AND THENCE EAST ACROSS MEADOW
 MP0565'AND UP STEEP TIMBERED HILL SIDE FOR ABOUT 3/4 MILE TO THE
 MP0565'HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A 1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0851 ***********************************************************************
 MR0851  DESIGNATION -  HOGBACK
 MR0851  PID         -  MR0851
 MR0851  STATE/COUNTY-  WY/UINTA
 MR0851  USGS QUAD   -  CUMBERLAND GAP (1978)
 MR0851
 MR0851                         *CURRENT SURVEY CONTROL
 MR0851  ___________________________________________________________________
 MR0851* NAD 83(1993)-  41 31 09.61061(N)    110 35 26.32250(W)     ADJUSTED  
 MR0851* NAVD 88     -      2191.7    (meters)    7191.     (feet)  VERTCON   
 MR0851  ___________________________________________________________________
 MR0851  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 MR0851  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MR0851
 MR0851  HORZ ORDER  -  SECOND
 MR0851
 MR0851.The horizontal coordinates were established by classical geodetic methods
 MR0851.and adjusted by the National Geodetic Survey in January 1997..
 MR0851
 MR0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0851
 MR0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0851
 MR0851.The geoid height was determined by GEOID03.
 MR0851
 MR0851;                    North         East     Units Scale Factor Converg.
 MR0851;SPC WY W     -   213,318.661   757,656.588   MT  0.99995956   -0 20 10.6
 MR0851;UTM  12      - 4,596,491.804   534,155.762   MT  0.99961436   +0 16 16.9
 MR0851
 MR0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0851!SPC WY W     -   0.99965862  x   0.99995956  =   0.99961819
 MR0851!UTM  12      -   0.99965862  x   0.99961436  =   0.99927311
 MR0851
 MR0851|---------------------------------------------------------------------|
 MR0851| PID    Reference Object                     Distance      Geod. Az  |
 MR0851|                                                           dddmmss.s |
 MR0851| CP5540 HOGBACK RM 1                         18.169 METERS 02408     |
 MR0851| CP5541 HOGBACK RM 2                          8.452 METERS 24220     |
 MR0851| CP5539 HOGBACK AZ MK                                      3591247.7 |
 MR0851|---------------------------------------------------------------------|
 MR0851
 MR0851                          SUPERSEDED SURVEY CONTROL
 MR0851
 MR0851  NAD 83(1986)-  41 31 09.59804(N)    110 35 26.31608(W) AD(       ) 2
 MR0851  NAD 27      -  41 31 09.78310(N)    110 35 23.70840(W) AD(       ) 2
 MR0851  NGVD 29 (07/19/86) 2190.4    (m)         7186.     (f) VERT ANG       
 MR0851
 MR0851.Superseded values are not recommended for survey control.
 MR0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0851.See file dsdata.txt to determine how the superseded data were derived.
 MR0851
 MR0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL3415696492(NAD 83)
 MR0851_MARKER: DS = TRIANGULATION STATION DISK
 MR0851_SETTING: 66 = SET IN ROCK OUTCROP
 MR0851
 MR0851  HISTORY     - Date     Condition        Report By
 MR0851  HISTORY     - 1962     MONUMENTED       CGS
 MR0851
 MR0851                          STATION DESCRIPTION
 MR0851
 MR0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0851'THE STATION IS LOCATED ON HOGBACK RIDGE ALONG THE EAST SIDE OF
 MR0851'U.S. HIGHWAY 189.  IT IS 4-1/4 MILES SOUTH OF THE UINTA-LINCOLN
 MR0851'COUNTY LINE, 16-1/2 MILES NORTH NORTHEAST OF THE JUNCTION OF U.S.
 MR0851'HIGHWAYS 189 AND 30S AND 19-1/2 MILES SOUTH SOUTHWEST OF
 MR0851'KEMMERER.
 MR0851'
 MR0851'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30N
 MR0851'AND 189 IN THE SOUTHEAST PART OF DIAMONDVILLE GO SOUTHWEST
 MR0851'AND SOUTH ON U.S. HIGHWAY 189 FOR 10.6 MILES TO A SINCLAIR
 MR0851'SERVICE STATION AND TAVERN ON THE RIGHT.  CONTINUE AHEAD SOUTH
 MR0851'ON THE HIGHWAY FOR 3.2 MILES TO SHELTER CABIN NUMBER 2 ON THE
 MR0851'LEFT.  CONTINUE AHEAD SOUTH ON THE HIGHWAY FOR 2.9 MILES TO THE
 MR0851'AZIMUTH MARK ON THE LEFT JUST BEFORE REACHING A CATTLE
 MR0851'GUARD.  HERE CONTINUE SOUTH ON THE HIGHWAY FOR 0.8 MILE TO A
 MR0851'SIDE ROAD LEFT JUST AFTER CROSSING A SMALL BRIDGE.  TURN
 MR0851'LEFT ON THE TRACK ROAD FOR 0.6 MILE TO THE TOP OF THE
 MR0851'HOGBACK RIDGE.  THIS IS JUST SOUTH OF A DEEP NARROW CUT
 MR0851'THROUGH THE RIDGE.  CONTINUE AHEAD DOWN THE HILL FOR 0.15
 MR0851'MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.2 MILE TO A
 MR0851'POND ON THE LEFT, CONTINUE AHEAD ON THE MAIN TRACK ROAD
 MR0851'FOR 1.0 MILE.  HERE TURN RIGHT, WEST AND DRIVE TO THE BASE
 MR0851'OF THE RIDGE AND THE END OF TRUCK TRAVEL.  HERE PACK WEST
 MR0851'TO THE TOP OF THE RIDGE THEN LEFT SOUTH ALONG THE RIDGE
 MR0851'TO THE STATION.  IT IS A 15 MINUTE PACK.  A 4-WHEEL DRIVE
 MR0851'VEHICLE SHOULD BE USED FOR THIS STATION.
 MR0851'
 MR0851'THE STATION MARK IS A STANDARD DISK, STAMPED HOGBACK 1962,
 MR0851'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 MR0851'1 INCH.  IT IS IN THE CENTER OF A NORTH-SOUTH RIDGE.
 MR0851'
 MR0851'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOGBACK NO 1 1962,
 MR0851'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 MR0851'SURFACE OF THE GROUND.  IT IS 3 FEET WEST OF THE HIGHEST
 MR0851'PART OF THE RIDGE AND IS ABOUT THE SAME ELEVATION AS THE STATION
 MR0851'MARK.
 MR0851'
 MR0851'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOGBACK NO 2
 MR0851'1962, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH
 MR0851'WITH THE SURFACE OF THE GROUND.  IT IS ON THE WEST SLOPE OF
 MR0851'THE RIDGE AND 3 FEET LOWER.  THE MARK IS 3 FEET LOWER THAN
 MR0851'THE STATION MARK.
 MR0851'
 MR0851'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOGBACK 1962,
 MR0851'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0851'8 INCHES.  IT IS 5 FEET EAST OF A WITNESS POST, 15.5 FEET
 MR0851'EAST OF THE FENCELINE, AND 122 FEET EAST OF THE CENTERLINE
 MR0851'OF U.S. HIGHWAY 189.  THE MARK IS 20 FEET HIGHER THAN THE
 MR0851'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0633 ***********************************************************************
 NT0633  DESIGNATION -  HOGBACK RIDGE MICROWAVE TOWER
 NT0633  PID         -  NT0633
 NT0633  STATE/COUNTY-  WY/SUBLETTE
 NT0633  USGS QUAD   -  THE HOGSBACK (1969)
 NT0633
 NT0633                         *CURRENT SURVEY CONTROL
 NT0633  ___________________________________________________________________
 NT0633* NAD 83(1993)-  42 19 31.17744(N)    110 19 11.16907(W)     ADJUSTED  
 NT0633* NAVD 88     -                                                        
 NT0633  ___________________________________________________________________
 NT0633  LAPLACE CORR-         -11.62  (seconds)                    DEFLEC99
 NT0633  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NT0633
 NT0633  HORZ ORDER  -  THIRD
 NT0633
 NT0633.The horizontal coordinates were established by classical geodetic methods
 NT0633.and adjusted by the National Geodetic Survey in January 1997..
 NT0633
 NT0633
 NT0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0633
 NT0633.The geoid height was determined by GEOID03.
 NT0633
 NT0633;                    North         East     Units Scale Factor Converg.
 NT0633;SPC WY W     -   302,738.706   780,512.416   MT  0.99994217   -0 09 33.1
 NT0633;UTM  12      - 4,686,121.972   556,047.366   MT  0.99963865   +0 27 28.9
 NT0633
 NT0633                          SUPERSEDED SURVEY CONTROL
 NT0633
 NT0633  NAD 83(1993)-  42 19 31.17393(N)    110 19 11.16901(W) AD(       ) 4
 NT0633  NAD 83(1986)-  42 19 31.16394(N)    110 19 11.16518(W) AD(       ) 4
 NT0633  NAD 27      -  42 19 31.38100(N)    110 19 08.56700(W) AD(       ) 3
 NT0633
 NT0633.Superseded values are not recommended for survey control.
 NT0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0633.See file dsdata.txt to determine how the superseded data were derived.
 NT0633
 NT0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM5604786122(NAD 83)
 NT0633_MARKER: 45 = MICROWAVE TOWER
 NT0633
 NT0633  HISTORY     - Date     Condition        Report By
 NT0633  HISTORY     - 1962     FIRST OBSERVED   CGS
 NT0633
 NT0633                          STATION DESCRIPTION
 NT0633
 NT0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 NT0633'STATION IS THE DETERMINED CENTER OF THE BASE OF THE MICRO-WAVE
 NT0633'TOWER.  IT IS A 3 LEGGED STEEL TOWER, WITH 2 FANS ON THE TOP,
 NT0633'WITH AN OVERALL HEIGHT OF 30 FEET AND IS PAINTED SILVER.  IT
 NT0633'IS THE MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY TOWER.
 NT0633'IT IS ON THE HIGHEST PART OF HOGBACK RIDGE, ABOUT 7-1/2 MILES
 NT0633'NORTHWEST OF LA BARGE.
 NT0633'
 NT0633'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TULSA
 NT0633'1933 THE DISTANCE BEING 161.73 FEET OR (49.295) METERS NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0363 ***********************************************************************
 NR0363  DESIGNATION -  HOLADAY
 NR0363  PID         -  NR0363
 NR0363  STATE/COUNTY-  WY/ALBANY
 NR0363  USGS QUAD   -  CHALK HILLS (1984)
 NR0363
 NR0363                         *CURRENT SURVEY CONTROL
 NR0363  ___________________________________________________________________
 NR0363* NAD 83(1993)-  42 18 28.48059(N)    106 01 30.98451(W)     ADJUSTED  
 NR0363* NAVD 88     -      2311.0    (meters)    7582.     (feet)  VERTCON   
 NR0363  ___________________________________________________________________
 NR0363  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 NR0363  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 NR0363
 NR0363  HORZ ORDER  -  SECOND
 NR0363
 NR0363.The horizontal coordinates were established by classical geodetic methods
 NR0363.and adjusted by the National Geodetic Survey in January 1997..
 NR0363
 NR0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0363
 NR0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0363
 NR0363.The geoid height was determined by GEOID03.
 NR0363
 NR0363;                    North         East     Units Scale Factor Converg.
 NR0363;SPC WY E     -   201,134.249   129,211.913   MT  0.99999913   -0 34 40.7
 NR0363;SPC WYEC     -   301,605.920   507,843.884   MT  1.00008055   +0 52 50.0
 NR0363;UTM  13      - 4,684,473.114   415,499.433   MT  0.99968785   -0 41 24.6
 NR0363
 NR0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0363!SPC WY E     -   0.99963952  x   0.99999913  =   0.99963865
 NR0363!SPC WYEC     -   0.99963952  x   1.00008055  =   0.99972004
 NR0363!UTM  13      -   0.99963952  x   0.99968785  =   0.99932748
 NR0363
 NR0363|---------------------------------------------------------------------|
 NR0363| PID    Reference Object                     Distance      Geod. Az  |
 NR0363|                                                           dddmmss.s |
 NR0363| CP5543 HOLADAY RM 1                          5.438 METERS 03645     |
 NR0363| CP5544 HOLADAY RM 2                          5.798 METERS 23118     |
 NR0363| CP5542 HOLADAY AZ MK                                      3473624.1 |
 NR0363|---------------------------------------------------------------------|
 NR0363
 NR0363                          SUPERSEDED SURVEY CONTROL
 NR0363
 NR0363  NAD 83(1986)-  42 18 28.46704(N)    106 01 30.97296(W) AD(       ) 2
 NR0363  NAD 27      -  42 18 28.59000(N)    106 01 28.93000(W) AD(       ) 2
 NR0363  NGVD 29 (07/19/86) 2309.9    (m)         7578.     (f) VERT ANG       
 NR0363
 NR0363.Superseded values are not recommended for survey control.
 NR0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0363.See file dsdata.txt to determine how the superseded data were derived.
 NR0363
 NR0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG1549984473(NAD 83)
 NR0363_MARKER: DD = SURVEY DISK
 NR0363_SETTING: 66 = SET IN ROCK OUTCROP
 NR0363
 NR0363  HISTORY     - Date     Condition        Report By
 NR0363  HISTORY     - 1948     MONUMENTED       CGS
 NR0363
 NR0363                          STATION DESCRIPTION
 NR0363
 NR0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0363'THE STATION IS LOCATED ABOUT 29 MILES AIRLINE NORTH-NORTHEAST OF
 NR0363'MEDICINE BOW AND ABOUT 9.5 MILES AIRLINE WEST OF MARSHALL ON
 NR0363'THE SOUTHERN ONE OF TWO KNOLLS OF A ROCKY-TOPPED HILL.  THE
 NR0363'STATION MARK PROJECTS 6 INCHES IS SET ON THE HIGHEST POINT,
 NR0363'AND IS STAMPED, HOLADAY 1948.
 NR0363'
 NR0363'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, IS THE SAME ELEVATION
 NR0363'AS THE STATION MARK, AND IS STAMPED, HOLADAY NO 1 1948.
 NR0363'
 NR0363'REFERENCE MARK NO. 2 PROJECTS 8 INCHES, IS 3 FEET LOWER THAN
 NR0363'THE STATION MARK, AND IS STAMPED, HOLADAY NO 2 1948.
 NR0363'
 NR0363'THE AZIMUTH MARK IS SET FLUSH 6 PACES SOUTH OF A ROAD AND 4
 NR0363'FEET WEST OF A WHITE WITNESS POST.  IT IS STAMPED, HOLADAY
 NR0363'1948.
 NR0363'
 NR0363'TO REACH THE STATION FROM MEDICINE BOW.  GO NORTH ON THE
 NR0363'CASPER ROAD 27.4 MILES TO A STEEL BRIDGE OVER THE LITTLE
 NR0363'MEDICINE BOW RIVER.  CONTINUE 4.4 MILES TO A FORK.  TURN RIGHT.
 NR0363'GO 2.2 MILES TO A CROSSROAD AND SIGN, AL HOLADAY RANCH.  TURN
 NR0363'RIGHT, GO 2.15 MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE
 NR0363'1.3 MILE TO A ROAD RIGHT.  TURN RIGHT FOLLOW ROAD TO TOP OF A
 NR0363'RIDGE TO THE WEST OF A DEEP DRAW.  TURN RIGHT, FOLLOW RIDGE
 NR0363'TO TOP OF HILL AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0833 ***********************************************************************
 PY0833  CBN         -  This is a Cooperative Base Network Control Station.
 PY0833  DESIGNATION -  HOLLIS
 PY0833  PID         -  PY0833
 PY0833  STATE/COUNTY-  WY/PARK
 PY0833  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0833
 PY0833                         *CURRENT SURVEY CONTROL
 PY0833  ___________________________________________________________________
 PY0833* NAD 83(1993)-  44 43 21.61224(N)    110 29 41.46385(W)     ADJUSTED  
 PY0833* NAVD 88     -      2396.879  (meters)    7863.76   (feet)  ADJUSTED  
 PY0833  ___________________________________________________________________
 PY0833  X           -  -1,589,919.158 (meters)                     COMP
 PY0833  Y           -  -4,253,597.215 (meters)                     COMP
 PY0833  Z           -   4,467,183.772 (meters)                     COMP
 PY0833  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 PY0833  ELLIP HEIGHT-        2388.37  (meters)          (09/07/01) GPS OBS
 PY0833  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0833  DYNAMIC HT  -        2395.347 (meters)    7858.73  (feet)  COMP
 PY0833  MODELED GRAV-     979,891.4   (mgal)                       NAVD 88
 PY0833
 PY0833  HORZ ORDER  -  B
 PY0833  VERT ORDER  -  FIRST     CLASS II
 PY0833  ELLP ORDER  -  FOURTH    CLASS I
 PY0833
 PY0833.The horizontal coordinates were established by GPS observations
 PY0833.and adjusted by the National Geodetic Survey in May 1992..
 PY0833
 PY0833.The orthometric height was determined by differential leveling
 PY0833.and adjusted by the National Geodetic Survey in June 1991..
 PY0833.WARNING-Repeat measurements at this control monument indicate possible
 PY0833.vertical movement.
 PY0833
 PY0833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0833
 PY0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0833
 PY0833.The ellipsoidal height was determined by GPS observations
 PY0833.and is referenced to NAD 83.
 PY0833
 PY0833.The geoid height was determined by GEOID03.
 PY0833
 PY0833.The dynamic height is computed by dividing the NAVD 88
 PY0833.geopotential number by the normal gravity value computed on the
 PY0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0833.degrees latitude (g = 980.6199 gals.).
 PY0833
 PY0833.The modeled gravity was interpolated from observed gravity values.
 PY0833
 PY0833;                    North         East     Units Scale Factor Converg.
 PY0833;SPC WYWC     -   470,528.207   461,770.364   MT  1.00017239   -1 13 40.8
 PY0833;UTM  12      - 4,952,267.408   540,005.061   MT  0.99961968   +0 21 19.7
 PY0833
 PY0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0833!SPC WYWC     -   0.99962566  x   1.00017239  =   0.99979799
 PY0833!UTM  12      -   0.99962566  x   0.99961968  =   0.99924549
 PY0833
 PY0833                          SUPERSEDED SURVEY CONTROL
 PY0833
 PY0833  ELLIP H (05/15/92) 2388.44   (m)                       GP(       ) 4 2
 PY0833  NAD 83(1993)-  44 43 21.60382(N)    110 29 41.44656(W) AD(       ) 1
 PY0833  NAVD 88 (05/28/92) 2396.88   (m)         7863.8    (f) LEVELING    3  
 PY0833  NGVD 29 (08/20/92) 2395.517  (m)         7859.29   (f) ADJUSTED    1 2
 PY0833
 PY0833.Superseded values are not recommended for survey control.
 PY0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0833.See file dsdata.txt to determine how the superseded data were derived.
 PY0833
 PY0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4000552267(NAD 83)
 PY0833_MARKER: DS = TRIANGULATION STATION DISK
 PY0833_SETTING: 80 = SET IN A BOULDER
 PY0833_SP_SET: BOULDER
 PY0833_STAMPING: HOLLIS 1987
 PY0833_MARK LOGO: NGS   
 PY0833_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0833+STABILITY: SURFACE MOTION
 PY0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0833+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0833
 PY0833  HISTORY     - Date     Condition        Report By
 PY0833  HISTORY     - 1987     MONUMENTED       NGS
 PY0833  HISTORY     - 1987     GOOD             NGS
 PY0833  HISTORY     - 1988     GOOD             USGS
 PY0833
 PY0833                          STATION DESCRIPTION
 PY0833
 PY0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0833'THE STATION IS LOCATED IN THE CENTRAL AREA OF YELLOWSTONE NATIONAL
 PY0833'PARK, ABOUT 1.6 KM (1 MI) SOUTH OF CANYON JUNCTION, 0.4 KM (0.25
 PY0833'MI) NORTHEAST OF THE JUNCTION OF THE GRAND CANYON RIM ROAD EXIT AND
 PY0833'CANYON-LAKE ROAD, ON THE INSIDE OF A CURVE, IN A LARGE BOULDER.
 PY0833'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0833'
 PY0833'TO REACH THE STATION FROM CANYON JUNCTION IN YELLOWSTONE NATIONAL
 PY0833'PARK, GO SOUTH FOR 1.4 KM (0.9 MI) ON THE CANYON-LAKE ROAD TO A
 PY0833'PAVED ROAD RIGHT.  CONTINUE AHEAD FOR 0.1 KM (0.05 MI) TO THE
 PY0833'STATION ON THE RIGHT, AT A POINT WHERE THE ROAD NARROWS TO A SINGLE
 PY0833'LANE.
 PY0833'
 PY0833'THE STATION IS A STANDARD NGS DISK
 PY0833'STAMPED---HOLLIS 1987---,
 PY0833'SET INTO A DRILL HOLE IN THE TOP OF A 1.5 METERS BY 2 METERS
 PY0833'NORTH-SOUTH STRIATED BOULDER PROJECTING 50 CM ABOVE GROUND.  LOCATED
 PY0833'13.8 METERS (45.3 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF THE
 PY0833'HIGHWAY, 1.5 METERS ABOVE THE HIGHWAY AND
 PY0833'0.9 METERS (3.0 FT) NORTH FROM THE SOUTH END OF THE BOULDER.
 PY0833'
 PY0833'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY0833'
 PY0833'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0833'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0833'
 PY0833'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0833'
 PY0833'DESCRIBED BY G.R. HEID.
 PY0833
 PY0833                          STATION RECOVERY (1987)
 PY0833
 PY0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0833'1.5 KM (0.95 MI) SOUTH FROM CANYON VILLAGE.
 PY0833'1.5 KM (0.95 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0833'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR THE CENTER OF A 3
 PY0833'BY 6 FOOT BOULDER THAT PROJECTS 24-INCHES ABOVE THE GROUND SURFACE,
 PY0833'45.7 M (149.9 FT) SOUTHWEST OF THE CENTER OF A ROAD LEADING WEST TO
 PY0833'CANYON CORRALS, AND 13.2 M (43.3 FT) NORTHWEST OF THE CENTERLINE OF
 PY0833'THE HIGHWAY.
 PY0833'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 PY0833
 PY0833                          STATION RECOVERY (1988)
 PY0833
 PY0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1266 ***********************************************************************
 PY1266  CBN         -  This is a Cooperative Base Network Control Station.
 PY1266  DESIGNATION -  HOLMES
 PY1266  PID         -  PY1266
 PY1266  STATE/COUNTY-  WY/PARK
 PY1266  USGS QUAD   -  MOUNT HOLMES (1986)
 PY1266
 PY1266                         *CURRENT SURVEY CONTROL
 PY1266  ___________________________________________________________________
 PY1266* NAD 83(1993)-  44 49 07.60224(N)    110 51 20.70679(W)     ADJUSTED  
 PY1266* NAVD 88     -      3151.5    (meters)   10340.     (feet)  GPS OBS   
 PY1266  ___________________________________________________________________
 PY1266  X           -  -1,614,192.218 (meters)                     COMP
 PY1266  Y           -  -4,236,966.965 (meters)                     COMP
 PY1266  Z           -   4,475,300.999 (meters)                     COMP
 PY1266  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 PY1266  ELLIP HEIGHT-        3143.32  (meters)          (09/07/01) GPS OBS
 PY1266  GEOID HEIGHT-          -8.40  (meters)                     GEOID03
 PY1266
 PY1266  HORZ ORDER  -  B
 PY1266  ELLP ORDER  -  FOURTH    CLASS I
 PY1266
 PY1266.The horizontal coordinates were established by GPS observations
 PY1266.and adjusted by the National Geodetic Survey in May 1992..
 PY1266
 PY1266.The orthometric height was determined by GPS observations and a
 PY1266.high-resolution geoid model.
 PY1266
 PY1266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1266
 PY1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1266
 PY1266.The ellipsoidal height was determined by GPS observations
 PY1266.and is referenced to NAD 83.
 PY1266
 PY1266.The geoid height was determined by GEOID03.
 PY1266
 PY1266;                    North         East     Units Scale Factor Converg.
 PY1266;SPC WYWC     -   481,884.179   433,455.701   MT  1.00027847   -1 29 04.6
 PY1266;UTM  12      - 4,962,829.417   511,404.739   MT  0.99960160   +0 06 06.0
 PY1266
 PY1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1266!SPC WYWC     -   0.99950740  x   1.00027847  =   0.99978573
 PY1266!UTM  12      -   0.99950740  x   0.99960160  =   0.99910920
 PY1266
 PY1266:                Primary Azimuth Mark                     Grid Az
 PY1266:SPC WYWC     -  ELECTRIC PEAK                            005 26 23.9
 PY1266:UTM  12      -  ELECTRIC PEAK                            003 51 13.3
 PY1266
 PY1266|---------------------------------------------------------------------|
 PY1266| PID    Reference Object                     Distance      Geod. Az  |
 PY1266|                                                           dddmmss.s |
 PY1266| QX0706 ELECTRIC PEAK                       APPROX.20.8 KM 0035719.3 |
 PY1266| CQ6744 HOLMES RM 2                          40.023 METERS 02804     |
 PY1266| PY1267 MT HOLMES LOOKOUT HOUSE              16.259 METERS 05500     |
 PY1266| CQ6742 HOLMES AZ MK                                       1045313.3 |
 PY1266| CQ6743 HOLMES RM 1                          13.924 METERS 32311     |
 PY1266|---------------------------------------------------------------------|
 PY1266
 PY1266                          SUPERSEDED SURVEY CONTROL
 PY1266
 PY1266  ELLIP H (05/15/92) 3143.42   (m)                       GP(       ) 4 2
 PY1266  NAD 83(1986)-  44 49 07.59179(N)    110 51 20.69359(W) AD(       ) 1
 PY1266  NAD 27      -  44 49 07.83400(N)    110 51 17.92700(W) AD(       ) 1
 PY1266  NGVD 29 (07/19/86) 3151.4    (m)        10339.     (f) VERT ANG       
 PY1266
 PY1266.Superseded values are not recommended for survey control.
 PY1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1266.See file dsdata.txt to determine how the superseded data were derived.
 PY1266
 PY1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1140562829(NAD 83)
 PY1266_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PY1266_SETTING: 0 = UNSPECIFIED SETTING
 PY1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1266+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1266
 PY1266  HISTORY     - Date     Condition        Report By
 PY1266  HISTORY     - 1950     MONUMENTED       CGS
 PY1266  HISTORY     - 1955     GOOD             USGS
 PY1266  HISTORY     - 1987     GOOD             NGS
 PY1266
 PY1266                          STATION DESCRIPTION
 PY1266
 PY1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PY1266'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF MAMMOTH HOT
 PY1266'SPRINGS, WYOMING.  16 MILES NORTHEAST OF WEST YELLOWSTONE,
 PY1266'MONTANA.  41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF MT.
 PY1266'HOLMES LOOKOUT HOUSE.  14 FEET SOUTH OF A TELEPHONE POLE.
 PY1266'AND ON A PROMINENT MOUNTAIN KNOWN AS MT. HOLMES.  THE DISK IS
 PY1266'WELDED TO THE TOP OF A 3-INCH IRON SOIL PIPE, AND THE MARK
 PY1266'PROJECTS 6 INCHES.  THE DISK IS STAMPED HOLMES 1950.
 PY1266'
 PY1266'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY DISK SET IN
 PY1266'BEDROCK.  THE MARK IS 61 FEET WEST OF MT. HOLMES LOOKOUT
 PY1266'HOUSE, AND 33 FEET NORTH OF A TELEPHONE POLE.  THE MARK IS FLUSH
 PY1266'WITH THE GROUND, AND THE DISK IS STAMPED MT HOLMES NO 1.
 PY1266'
 PY1266'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY DISK SET IN
 PY1266'BEDROCK.  THE MARK IS 84 FEET NORTH OF MT. HOLMES LOOKOUT
 PY1266'HOUSE.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 PY1266'STAMPED MT HOLMES NO 2.
 PY1266'
 PY1266'THE AZIMUTH MARK IS A 15 MINUTE PACK FROM THE STATION.  THE MARK
 PY1266'PROJECTS 18 INCHES, AND THE DISK IS STAMPED HOLMES 1950.
 PY1266'
 PY1266'TO REACH THE STATION FROM MAMMOTH HOT SPRINGS, GO SOUTH ON
 PY1266'MAIN ROAD TOWARDS OLD FAITHFUL FOR 10.7 MILES TO A SIGN
 PY1266'APOLLANIARS SPRING ON THE LEFT.  CONTINUE SOUTH FOR 0.25 MILE
 PY1266'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.4 MILE TO A POLE
 PY1266'CORRAL AND END OF TRUCK TRAVEL.  FOLLOW THE HOWARD EATON
 PY1266'TRAIL FOR ABOUT 10 MINUTES TO A FORK IN THE TRAIL.  TAKE THE
 PY1266'LEFT TRAIL (MT. HOLMES TRAIL) FOR ABOUT 30 MINUTES TO A FORK.
 PY1266'TAKE THE RIGHT TRAIL (MT. HOLMES TRAIL) FOR ABOUT 3 HOURS TO
 PY1266'MT. HOLMES LOOKOUT HOUSE AND THE STATION.
 PY1266
 PY1266                          STATION RECOVERY (1955)
 PY1266
 PY1266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PY1266'RECOVERED.
 PY1266'
 PY1266'STATION MARK--STANDARD DISK, WELDED TO THE TOP OF A 3 IN. IRON SOIL
 PY1266'PIPE PROJECTING 6 IN., AND STAMPED ---HOLMES 1950---.
 PY1266
 PY1266                          STATION RECOVERY (1987)
 PY1266
 PY1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1266'THE STATION WAS RECOVERED AT THIS DATE.
 PY1266'THE STATION WAS RECOVERED AS DESCRIBED IN 1950.
 PY1266'
 PY1266'THE STATION IS A STANDARD CGS DISK STAMPED---HOLMES 1950---, WELDED
 PY1266'TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 15 CM ABOVE GROUND.
 PY1266'
 PY1266'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1266'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1266'
 PY1266'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1266'
 PY1266'DESCRIBED BY M.R. MATHWIG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1249 ***********************************************************************
 PY1249  DESIGNATION -  HOMINY LO
 PY1249  PID         -  PY1249
 PY1249  STATE/COUNTY-  WY/TETON
 PY1249  USGS QUAD   -  HOMINY PEAK (1989)
 PY1249
 PY1249                         *CURRENT SURVEY CONTROL
 PY1249  ___________________________________________________________________
 PY1249* NAD 83(1993)-  44 02 17.02804(N)    110 54 15.89095(W)     ADJUSTED  
 PY1249* NAVD 88     -      2550.0    (meters)    8366.     (feet)  VERTCON   
 PY1249  ___________________________________________________________________
 PY1249  LAPLACE CORR-          12.75  (seconds)                    DEFLEC99
 PY1249  GEOID HEIGHT-          -8.96  (meters)                     GEOID03
 PY1249
 PY1249  HORZ ORDER  -  THIRD
 PY1249
 PY1249.The horizontal coordinates were established by classical geodetic methods
 PY1249.and adjusted by the National Geodetic Survey in January 1997..
 PY1249
 PY1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1249
 PY1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1249
 PY1249.The geoid height was determined by GEOID03.
 PY1249
 PY1249;                    North         East     Units Scale Factor Converg.
 PY1249;SPC WY W     -   493,306.172   734,190.384   MT  0.99999075   -0 34 14.8
 PY1249;UTM  12      - 4,876,104.907   507,658.609   MT  0.99960072   +0 03 59.2
 PY1249
 PY1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1249!SPC WY W     -   0.99960171  x   0.99999075  =   0.99959246
 PY1249!UTM  12      -   0.99960171  x   0.99960072  =   0.99920259
 PY1249
 PY1249:                Primary Azimuth Mark                     Grid Az
 PY1249:SPC WY W     -  SURVEY                                   087 37 27.4
 PY1249:UTM  12      -  SURVEY                                   086 59 13.4
 PY1249
 PY1249|---------------------------------------------------------------------|
 PY1249| PID    Reference Object                     Distance      Geod. Az  |
 PY1249|                                                           dddmmss.s |
 PY1249| PY1248 SURVEY                              APPROX. 4.4 KM 0870312.6 |
 PY1249|---------------------------------------------------------------------|
 PY1249
 PY1249                          SUPERSEDED SURVEY CONTROL
 PY1249
 PY1249  NAD 83(1993)-  44 02 17.02564(N)    110 54 15.88710(W) AD(       ) 3
 PY1249  NAD 83(1986)-  44 02 17.02556(N)    110 54 15.87149(W) AD(       ) 3
 PY1249  NAD 27      -  44 02 17.29446(N)    110 54 13.05652(W) AD(       ) 3
 PY1249  NGVD 29 (07/19/86) 2548.7    (m)         8362.     (f) VERT ANG       
 PY1249
 PY1249.Superseded values are not recommended for survey control.
 PY1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1249.See file dsdata.txt to determine how the superseded data were derived.
 PY1249
 PY1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP0765976105(NAD 83)
 PY1249_MARKER: DD = SURVEY DISK
 PY1249_SETTING: 66 = SET IN ROCK OUTCROP
 PY1249_SP_SET: SET IN ROCK OUTCROP
 PY1249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1249+STABILITY: POSITION/ELEVATION WELL
 PY1249
 PY1249  HISTORY     - Date     Condition        Report By
 PY1249  HISTORY     - 1955     MONUMENTED       USGS
 PY1249
 PY1249                          STATION DESCRIPTION
 PY1249
 PY1249'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1249'STATION LOCATED ABOUT 6.5 MI. (AIRLINE) S. OF S. BOUNDARY LINE OF
 PY1249'YELLOWSTONE NATIONAL PARK, ABOUT 7.5 MI. (AIRLINE) SW. OF GRASSY LAKE
 PY1249'RESERVOIR, ABOUT 13.0 MI. (AIRLINE) SW. OF FLAGG RANCH, WYOMING, ABOUT
 PY1249'16.5 MI. (AIRLINE) ENE. OF LAMONT, IDAHO.  AT USFS LOOKOUT HOUSE ON
 PY1249'HOMINY PEAK, WYOMING.
 PY1249'
 PY1249'TO REACH FROM ASHTON, IDAHO, POST OFFICE, GO E. 4.9 MI. ALONG U.S.
 PY1249'HIGHWAY 191 AND 20 TO RD. JUNCTION AT HIGHWAY CURVE, LEAVE HIGHWAY
 PY1249'AND CONTINUE E. ALONG GRAVEL RD. 0.1 MI. TO CROSSROADS, TURN RIGHT
 PY1249'AND GO S. AND SE. 0.95 MI. TO STEEL BRIDGE CROSSING FALL RIVER,
 PY1249'CONTINUE ALONG MAIN RD. SSW., SE. AND E. 3.05 MI. TO T-RD. JUNCTION
 PY1249'AT SQUIRREL CEMETERY, CONTINUE E. ALONG RECLAMATION ROAD 5.35 MI.
 PY1249'TO USFS SIGN ---ENTERING TARGEE NATIONAL FOREST---, CONTINUE
 PY1249'EASTERLY 8.1 MI. ALONG RECLAMATION ROAD TO WYOMING-IDAHO STATE
 PY1249'BOUNDARY LINE (SIGN), CONTINUE EASTERLY 1.4 MI. TO SIDE RD.
 PY1249'T-JUNCTION OPPOSITE USFS ---SQUIRREL MEADOWS GUARD STATION---,
 PY1249'CONTINUE EASTERLY 2.6 MI. TO Y-RD. FORK (WHICH IS 0.1 MI. E. OF
 PY1249'SOUTH BOONE CREEK CROSSING) AND AT USFS SIGN ---HOMINY L.O. - 8
 PY1249'MI.---.  LEAVE RECLAMATION ROAD AND TURN SE. ON RIGHT FORK.  GO
 PY1249'2.0 MI. SE. TO SITE OF FORMER ---BARNEY SAWMILL--- NEAR SOUTH BOONE
 PY1249'CREEK CROSSING, CONTINUE SE. 1.4 MI. ALONG TRACK RD. TO Y-RD. FORK,
 PY1249'TAKE RIGHT FORK AND CONTINUE SE. AND S. 0.95 MI. TO Y-RD. FORK.  AT
 PY1249'USFS SIGN ---HOMINY L.O. - 4 MI.--- TAKE LEFT FORK AND CONTINUE
 PY1249'ON TRACK RD. SE., E., AND NE. 4.6 MI. TO Y-RD. FORK NEAR S. SUMMIT
 PY1249'OF HOMINY PEAK, TURN LEFT AND GO N. 0.15 MI. TO USFS LOOKOUT HOUSE
 PY1249'AND STATION SITE.
 PY1249'
 PY1249'STATION MARK--STANDARD USGS TABLET, STAMPED ---HOMINY L. O. 1955---,
 PY1249'CEMENTED FLUSH IN LOW ROCK OUTCROP, ON E. EDGE OF RD., LOCATED
 PY1249'83.49 FT. SE. OF CENTERLINE OF L.O.H.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0415 ***********************************************************************
 OV0415  DESIGNATION -  HONEYCOMB
 OV0415  PID         -  OV0415
 OV0415  STATE/COUNTY-  WY/WASHAKIE
 OV0415  USGS QUAD   -  WAGON PRONG (1978)
 OV0415
 OV0415                         *CURRENT SURVEY CONTROL
 OV0415  ___________________________________________________________________
 OV0415* NAD 83(1993)-  43 46 42.77862(N)    107 37 58.91451(W)     ADJUSTED  
 OV0415* NAVD 88     -      1678.0    (meters)    5505.     (feet)  VERTCON   
 OV0415  ___________________________________________________________________
 OV0415  LAPLACE CORR-           8.54  (seconds)                    DEFLEC99
 OV0415  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 OV0415
 OV0415  HORZ ORDER  -  FIRST
 OV0415
 OV0415.The horizontal coordinates were established by classical geodetic methods
 OV0415.and adjusted by the National Geodetic Survey in January 1997..
 OV0415
 OV0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0415
 OV0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0415
 OV0415.The geoid height was determined by GEOID03.
 OV0415
 OV0415;                    North         East     Units Scale Factor Converg.
 OV0415;SPC WYEC     -   464,189.143   375,874.603   MT  0.99994466   -0 12 26.5
 OV0415;SPC WYWC     -   364,751.910   689,914.943   MT  1.00003691   +0 46 22.3
 OV0415;UTM  13      - 4,850,647.027   288,112.133   MT  1.00015225   -1 49 20.6
 OV0415
 OV0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0415!SPC WYEC     -   0.99973888  x   0.99994466  =   0.99968355
 OV0415!SPC WYWC     -   0.99973888  x   1.00003691  =   0.99977578
 OV0415!UTM  13      -   0.99973888  x   1.00015225  =   0.99989109
 OV0415
 OV0415|---------------------------------------------------------------------|
 OV0415| PID    Reference Object                     Distance      Geod. Az  |
 OV0415|                                                           dddmmss.s |
 OV0415| CP5546 HONEYCOMB RM 1                        5.992 METERS 07405     |
 OV0415| CP5545 HONEYCOMB AZ MK                                    0910246.0 |
 OV0415| CP5547 HONEYCOMB RM 2                        7.552 METERS 33029     |
 OV0415|---------------------------------------------------------------------|
 OV0415
 OV0415                          SUPERSEDED SURVEY CONTROL
 OV0415
 OV0415  NAD 83(1986)-  43 46 42.76319(N)    107 37 58.90986(W) AD(       ) 1
 OV0415  NAD 27      -  43 46 42.91800(N)    107 37 56.61400(W) AD(       ) 1
 OV0415  NGVD 29 (07/19/86) 1677.1    (m)         5502.     (f) VERT ANG       
 OV0415
 OV0415.Superseded values are not recommended for survey control.
 OV0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0415.See file dsdata.txt to determine how the superseded data were derived.
 OV0415
 OV0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ8811250647(NAD 83)
 OV0415_MARKER: DD = SURVEY DISK
 OV0415_SETTING: 80 = SET IN A BOULDER
 OV0415_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OV0415
 OV0415  HISTORY     - Date     Condition        Report By
 OV0415  HISTORY     - 1938     MONUMENTED       USGS
 OV0415  HISTORY     - 1966     GOOD             USGS
 OV0415
 OV0415                          STATION DESCRIPTION
 OV0415
 OV0415'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (PLB)
 OV0415'STATION HONEYCOMB (U.S.G.S.) IN THE N CENTRAL PART OF WYOMING
 OV0415'AND THE SOUTHWESTERN PART OF WASHAKIE COUNTY, IS ON THE HIGHEST
 OV0415'PART OF A GRASS AND SAGE COVERED RIDGE ON THE SOUTHERN PART OF
 OV0415'BADLANDS, LOCALLY KNOWN AS THE HONEYCOMBS.  IT IS ABOUT 17.5
 OV0415'MILES, AIRLINE, NW OF NOWOOD.  23 MILES AIRLINE, SW OF WORLAND.
 OV0415'30 MILES AIRLINE, ENE OF THERMOPOLIS AND ABOUT 4 MILES NE
 OV0415'OF NOWATER CREEK.
 OV0415'
 OV0415'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 OV0415'CONCRETE.
 OV0415'
 OV0415'STATION MARK IS AN OLD U.S. GEOLOGICAL SURVEY MARK SET IN A
 OV0415'SMALL BOULDER AND MIGHT, POSSIBLY BE MOVED AT SOMETIME.  DISTANCES
 OV0415'TO REFERENCE MARKS SHOULD THEREFORE BE CHECKED CLOSELY.
 OV0415'
 OV0415'REACHED FROM NOWOOD POST OFFICE AND STORE (NOWOOD IS ABOUT
 OV0415'40 MILES S OF TEN SLEEP) GO SW ON MAIN ROAD FOR 2.2 MILES TO A
 OV0415'TRAIL ROAD TO THE RIGHT, N, THENCE RIGHT ON TRAIL ROAD AND
 OV0415'GO N AND NW, ACROSS DRAW AND UP STEEP HILL, FOR 1.1 MILES TO
 OV0415'T-ROAD.  THENCE RIGHT AND FOLLOW MAIN TRAIL ROAD 0.6 MILE
 OV0415'TO A FORK.  THENCE LEFT FORK 1.0 MILE TO A FORK.  THENCE RIGHT
 OV0415'FORK, MAIN ROAD, 1.8 MILES TO A GATE.  THENCE THROUGH GATE
 OV0415'AND CONTINUE ON MAIN-TRAVELED TRAIL 2.0 MILES TO A DIM FORK
 OV0415'TO THE LEFT, WHICH IS ABOUT 1/4 MILE S OF SOME SMALL RANCH
 OV0415'BUILDINGS.  THENCE LEFT ON DIM TRAIL FOR 1.35 MILES TO A
 OV0415'GATE.  THENCE THROUGH GATE AND CONTINUE STRAIGHT AHEAD
 OV0415'ON MAIN TRAIL ROAD, IN NORTHWESTERLY DIRECTION, FOR 1.1
 OV0415'MILES TO SOME CORRALS ON THE RIGHT.  THENCE CONTINUE
 OV0415'STRAIGHT AHEAD ON MAIN TRAIL ROAD 0.6 MILE TO A LOG CABIN.
 OV0415'PASS TO THE E OF CABIN AND GO N DOWN HILL 0.05 MILE TO A
 OV0415'FORK BY A WATERING TROUGH.  THENCE LEFT FORK, MAIN ROAD 1.1
 OV0415'MILES TO A FORK.  THENCE LEFT FORK, MAIN ROAD 0.55 MILE.
 OV0415'THENCE RIGHT FORK, MAIN ROAD 1.7 MILES TO A DIM FORK.
 OV0415'THENCE LEFT FORK, MAIN ROAD, 0.85 MILE TO WHERE A FORK
 OV0415'COMES IN FROM THE RIGHT.  THENCE SHARP RIGHT, AND FOLLOW THIS
 OV0415'ROAD 1.3 MILES TO WHERE A DIM FORK COMES IN FROM THE
 OV0415'LEFT.  THENCE MAKE A SHARP U-TURN TO THE LEFT AND FOLLOW
 OV0415'DIM TRAIL ROAD TO THE NW FOR 3.35 MILES TO THE TOP OF A
 OV0415'STEEP HILL.  THENCE DOWN STEEP PITCH TO THE NE THEN TURN
 OV0415'SHARP LEFT AND PICK UP TRAIL ROAD AND FOLLOW IT
 OV0415'NORTHWESTERLY 1.35 MILES TO THE TOP OF A RIDGE.  THENCE
 OV0415'SHARP LEFT ALONG CREST OF RIDGE ABOUT 0.2 MILE TO THE SW
 OV0415'TO HIGHEST POINT.  AZIMUTH MARK AND END OF TRUCK TRAVEL.  FROM
 OV0415'HERE THE STATION IS ON THE HIGHEST PART OF A SMOOTH GRASSY
 OV0415'RIDGE TO THE W.  PACK TO THE S, FROM END OF TRUCK TRAVEL, AND
 OV0415'PICK UP STOCK TRAIL AND FOLLOW IT ALONG CREST OF RIDGE TO
 OV0415'STATION.
 OV0415'
 OV0415'STATION IS ABOUT 2-1/2 HOURS DRIVE FROM NOWOOD AND ABOUT A
 OV0415'45 MINUTE PACK.
 OV0415
 OV0415                          STATION RECOVERY (1966)
 OV0415
 OV0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OV0415'STATION MARK--STANDARD USGS TABLET, CEMENTED IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0850 ***********************************************************************
 OX0850  DESIGNATION -  HOOD ET TP
 OX0850  PID         -  OX0850
 OX0850  STATE/COUNTY-  WY/TETON
 OX0850  USGS QUAD   -  RANGER PEAK (1968)
 OX0850
 OX0850                         *CURRENT SURVEY CONTROL
 OX0850  ___________________________________________________________________
 OX0850* NAD 83(1993)-  43 58 41.70790(N)    110 52 18.06142(W)     ADJUSTED  
 OX0850* NAVD 88     -      3103.4    (meters)   10182.     (feet)  VERTCON   
 OX0850  ___________________________________________________________________
 OX0850  LAPLACE CORR-          10.97  (seconds)                    DEFLEC99
 OX0850  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 OX0850
 OX0850  HORZ ORDER  -  THIRD
 OX0850
 OX0850.The horizontal coordinates were established by classical geodetic methods
 OX0850.and adjusted by the National Geodetic Survey in January 1997..
 OX0850
 OX0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0850
 OX0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0850
 OX0850.The geoid height was determined by GEOID03.
 OX0850
 OX0850;                    North         East     Units Scale Factor Converg.
 OX0850;SPC WY W     -   486,635.191   736,750.203   MT  0.99998669   -0 32 50.8
 OX0850;UTM  12      - 4,869,465.367   510,291.400   MT  0.99960130   +0 05 20.8
 OX0850
 OX0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0850!SPC WY W     -   0.99951498  x   0.99998669  =   0.99950167
 OX0850!UTM  12      -   0.99951498  x   0.99960130  =   0.99911647
 OX0850
 OX0850:                Primary Azimuth Mark                     Grid Az
 OX0850:SPC WY W     -  SURVEY                                   014 37 41.2
 OX0850:UTM  12      -  SURVEY                                   013 59 29.6
 OX0850
 OX0850|---------------------------------------------------------------------|
 OX0850| PID    Reference Object                     Distance      Geod. Az  |
 OX0850|                                                           dddmmss.s |
 OX0850| PY1248 SURVEY                              APPROX. 7.1 KM 0140450.4 |
 OX0850|---------------------------------------------------------------------|
 OX0850
 OX0850                          SUPERSEDED SURVEY CONTROL
 OX0850
 OX0850  NAD 83(1993)-  43 58 41.70523(N)    110 52 18.05833(W) AD(       ) 3
 OX0850  NAD 83(1986)-  43 58 41.70376(N)    110 52 18.04514(W) AD(       ) 3
 OX0850  NAD 27      -  43 58 41.96796(N)    110 52 15.24504(W) AD(       ) 3
 OX0850  NGVD 29 (07/19/86) 3102.0    (m)        10177.     (f) VERT ANG       
 OX0850
 OX0850.Superseded values are not recommended for survey control.
 OX0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0850.See file dsdata.txt to determine how the superseded data were derived.
 OX0850
 OX0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1029169465(NAD 83)
 OX0850_MARKER: X = CHISELED CROSS
 OX0850_SETTING: 66 = SET IN ROCK OUTCROP
 OX0850_SP_SET: SET IN ROCK OUTCROP
 OX0850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0850+STABILITY: POSITION/ELEVATION WELL
 OX0850
 OX0850  HISTORY     - Date     Condition        Report By
 OX0850  HISTORY     - 1968     MONUMENTED       USGS
 OX0850
 OX0850                          STATION DESCRIPTION
 OX0850
 OX0850'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OX0850'STATION IS LOCATED ABOUT 8.4 MI. N. AND 14.3 MI. W. OF JACKSON LAKE
 OX0850'DAM, ABOUT 10.0 MI. N. AND 4.8 MI. W. OF MOUNT MORAN.  ON A PROMINENT
 OX0850'TOP JUST W. OF THE HEAD OF BERRY CREEK.  ON THE W. BOUNDARY OF GRAND
 OX0850'TETON NATIONAL PARK.
 OX0850'
 OX0850'STATION MARK--A CHISELED CROSS, ON TOP OF LARGE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0441 ***********************************************************************
 OV0441  DESIGNATION -  HOODOO
 OV0441  PID         -  OV0441
 OV0441  STATE/COUNTY-  WY/FREMONT
 OV0441  USGS QUAD   -  PICARD RANCH (1952)
 OV0441
 OV0441                         *CURRENT SURVEY CONTROL
 OV0441  ___________________________________________________________________
 OV0441* NAD 83(1993)-  43 22 24.85572(N)    107 59 23.45837(W)     ADJUSTED  
 OV0441* NAVD 88     -      1841.6    (meters)    6042.     (feet)  VERTCON   
 OV0441  ___________________________________________________________________
 OV0441  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 OV0441  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 OV0441
 OV0441  HORZ ORDER  -  THIRD
 OV0441
 OV0441.The horizontal coordinates were established by classical geodetic methods
 OV0441.and adjusted by the National Geodetic Survey in January 1997..
 OV0441.No horizontal observational check was made to the station.
 OV0441
 OV0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0441
 OV0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0441
 OV0441.The geoid height was determined by GEOID03.
 OV0441
 OV0441;                    North         East     Units Scale Factor Converg.
 OV0441;SPC WYWC     -   319,434.220   661,602.829   MT  0.99998416   +0 31 19.4
 OV0441;UTM  13      - 4,806,642.839   257,777.461   MT  1.00032178   -2 03 15.4
 OV0441;UTM  12      - 4,806,702.036   743,867.303   MT  1.00033162   +2 04 05.7
 OV0441
 OV0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0441!SPC WYWC     -   0.99971342  x   0.99998416  =   0.99969758
 OV0441!UTM  13      -   0.99971342  x   1.00032178  =   1.00003510
 OV0441!UTM  12      -   0.99971342  x   1.00033162  =   1.00004494
 OV0441
 OV0441                          SUPERSEDED SURVEY CONTROL
 OV0441
 OV0441  NAD 83(1986)-  43 22 24.84150(N)    107 59 23.46830(W) AD(       ) 3
 OV0441  NGVD 29 (11/06/89) 1840.6    (m)         6039.     (f) VERT ANG       
 OV0441
 OV0441.Superseded values are not recommended for survey control.
 OV0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0441.See file dsdata.txt to determine how the superseded data were derived.
 OV0441
 OV0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ5777706643(NAD 83)
 OV0441_MARKER: DS = TRIANGULATION STATION DISK
 OV0441_SETTING: 0 = UNSPECIFIED SETTING
 OV0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0441
 OV0441  HISTORY     - Date     Condition        Report By
 OV0441  HISTORY     - 1950     MONUMENTED       USGS
 OV0441
 OV0441                          STATION DESCRIPTION
 OV0441
 OV0441'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OV0441'STATION NOT OCCUPIED IN 1948.  RECOVERY NOTE BY USGS 1950--STATION WAS
 OV0441'RECOVERED PER ORIGINAL USGS DESCRIPTION.  REFERENCE MARKS SET.
 OV0441'
 OV0441'TO REACH FROM INTERSECTION U.S. HIGHWAY 20 AND WYOMING STATE HIGHWAY
 OV0441'320 IN SHOSHONE TAKE HIGHWAY 20 N. 3.1 MI. TO UNDERPASS.  CONTINUE 0.1
 OV0441'MI. TO RD. ON RIGHT.  TAKE THIS RD. E. 2.7 MI. TO FORK AND RANCHHOUSE
 OV0441'ON LEFT.  TAKE LEFT FORK AND CONTINUE E.  GO 3.95 MI. E. AND NE. ON
 OV0441'RD. TO FORK.  TAKE LEFT FORK AND GO N. 4.15 MI. TO FORK.  TAKE LEFT
 OV0441'FORK AND CONTINUE N. 0.6 MI. TO POINT WHERE RD. TURNS RIGHT.  CONTINUE
 OV0441'ON RD. E. 0.3 MI. TO HOODOO CREEK.  CONTINUE ON RD. N. 0.6 MI. TO
 OV0441'FENCE CORNER ON LEFT.  CONTINUE N. 0.1 MI.  LEAVE CAR AND CLIMB TO TOP
 OV0441'OF HILL ON RIGHT, E. OF RD. AND STATION.  TOTAL WALKING TIME ABOUT 20
 OV0441'MINUTES.
 OV0441'
 OV0441'STATION MARK--STANDARD TABLET STAMPED---HOODOO 1948 VABM 6039--- AND
 OV0441'CEMENTED IN ROCK ABOUT 2 IN. BELOW SURFACE OF GROUND.
 OV0441'
 OV0441'REFERENCE MARK NO. 1--A STANDARD TABLET SET IN BOULDER AND STAMPED
 OV0441'---HOODOO 1950---.  DISTANT 80.14 FT. FROM STATION, N 21
 OV0441'DEGREES 38 MINUTES, NE.
 OV0441'
 OV0441'REFERENCE MARK NO. 2--A STANDARD TABLET SET IN BOULDER AND STAMPED
 OV0441'---HOODOO 1950---.  DISTANT 76.75 FT. FROM STATION, N 67
 OV0441'DEGREES 23 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0411 ***********************************************************************
 OW0411  DESIGNATION -  HORN
 OW0411  PID         -  OW0411
 OW0411  STATE/COUNTY-  WY/FREMONT
 OW0411  USGS QUAD   -  ARGO BUTTE (1978)
 OW0411
 OW0411                         *CURRENT SURVEY CONTROL
 OW0411  ___________________________________________________________________
 OW0411* NAD 83(1993)-  43 07 53.71646(N)    108 54 52.65104(W)     ADJUSTED  
 OW0411* NAVD 88     -      1887.7    (meters)    6193.     (feet)  VERTCON   
 OW0411  ___________________________________________________________________
 OW0411  LAPLACE CORR-         -16.90  (seconds)                    DEFLEC99
 OW0411  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 OW0411
 OW0411  HORZ ORDER  -  THIRD
 OW0411
 OW0411.The horizontal coordinates were established by classical geodetic methods
 OW0411.and adjusted by the National Geodetic Survey in January 1997..
 OW0411
 OW0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0411
 OW0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0411
 OW0411.The geoid height was determined by GEOID03.
 OW0411
 OW0411;                    North         East     Units Scale Factor Converg.
 OW0411;SPC WYWC     -   292,284.649   586,605.812   MT  0.99993971   -0 06 45.2
 OW0411;UTM  12      - 4,777,538.369   669,614.788   MT  0.99995392   +1 25 33.8
 OW0411
 OW0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0411!SPC WYWC     -   0.99970585  x   0.99993971  =   0.99964558
 OW0411!UTM  12      -   0.99970585  x   0.99995392  =   0.99965978
 OW0411
 OW0411:                Primary Azimuth Mark                     Grid Az
 OW0411:SPC WYWC     -  MESA                                     349 56 43.7
 OW0411:UTM  12      -  MESA                                     348 24 24.7
 OW0411
 OW0411|---------------------------------------------------------------------|
 OW0411| PID    Reference Object                     Distance      Geod. Az  |
 OW0411|                                                           dddmmss.s |
 OW0411| OW0290 MESA                                APPROX. 4.1 KM 3494958.5 |
 OW0411|---------------------------------------------------------------------|
 OW0411
 OW0411                          SUPERSEDED SURVEY CONTROL
 OW0411
 OW0411  NAD 83(1986)-  43 07 53.70163(N)    108 54 52.65024(W) AD(       ) 3
 OW0411  NGVD 29 (11/06/89) 1886.7    (m)         6190.     (f) VERT ANG       
 OW0411
 OW0411.Superseded values are not recommended for survey control.
 OW0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0411.See file dsdata.txt to determine how the superseded data were derived.
 OW0411
 OW0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6961577538(NAD 83)
 OW0411_MARKER: DS = TRIANGULATION STATION DISK
 OW0411_SETTING: 0 = UNSPECIFIED SETTING
 OW0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0411
 OW0411  HISTORY     - Date     Condition        Report By
 OW0411  HISTORY     - 1948     MONUMENTED       USGS
 OW0411
 OW0411                          STATION DESCRIPTION
 OW0411
 OW0411'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0411'STATION LOCATED ON BIG HORN RIDGE, ABOUT 8.6 MI. NNW. OF FORT
 OW0411'WASHAKIE, ABOUT 7.0 MI. SSE. OF DIVERSION DAM ACROSS WIND RIVER, 0.7
 OW0411'MI. NE. OF U.S. HIGHWAY 287, AND ABOUT 0.6 MI. SE. OF OIL DERRICK AT
 OW0411'HIGHEST ELEVATION ON STANOLIND OIL AND GAS COMPANY PROPERTY.  LOCATED
 OW0411'IN SECTION 20, T 2 N, R 1 W.
 OW0411'
 OW0411'TO REACH FROM DIVERSION DAM, GO S. ON STATE HIGHWAY 287 AND THEN ON
 OW0411'U.S. HIGHWAY 287 5.0 MI. (TOWARD LANDER) TO PAVED T-INTERSECTION
 OW0411'ON LEFT.  --T-- IS MARKED BY YELLOW --STANOLIND OIL AND GAS CO.-- SIGN
 OW0411'AND A LARGE MAIL BOX.  TURN LEFT AND FOLLOW OIL RD. E. THEN S., PAST
 OW0411'WHITE COMPANY HOUSES, 0.9 MI. TO OILED RD. FORKS, GO DEAD AHEAD ON
 OW0411'RIGHT FORK 0.4 MI. TO FORKS NEAR TOP OF RIDGE AND BETWEEN TWO OIL
 OW0411'DERRICKS, TAKE CENTER DIRT TRACK FORK (OF 3 FORKS) AND GO E. 0.05 MI.
 OW0411'TO Y-FORKS, TAKE RIGHT DIM TRACK RD. FORK TO TOP OF RIDGE, THENCE
 OW0411'S. ALONG BACKBONE OF RIDGE 0.5 MI. TO S. END OF RIDGE AND STATION.
 OW0411'
 OW0411'STATION MARK--STANDARD USGS TABLET STAMPED---HORN 1948 TJW 6190
 OW0411'VABM--- AND SET IN CONCRETE MONUMENT PROJECTING 0.4 FT. ABOVE GROUND.
 OW0411'
 OW0411'REFERENCE MARKS--STANDARD USGS REFERENCE TABLETS SET IN CONCRETE
 OW0411'MONUMENTS PROJECTING 0.2 FT. ABOVE GROUND.
 OW0411'
 OW0411'REFERENCE MARK NO. 1--STAMPED---HORN NO. 1 1948 TJW---, 32.25 FT.
 OW0411'ESE. OF STATION, N 66 DEGREES 23 MINUTES, NW.
 OW0411'
 OW0411'REFERENCE MARK NO. 2--STAMPED---HORN NO. 2 1948 TJW---, 32.60 FT.
 OW0411'NNE. OF STATION, N 14 DEGREES 42 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1208 ***********************************************************************
 PY1208  DESIGNATION -  HORNADAY
 PY1208  PID         -  PY1208
 PY1208  STATE/COUNTY-  WY/PARK
 PY1208  USGS QUAD   -  MOUNT HORNADAY (1989)
 PY1208
 PY1208                         *CURRENT SURVEY CONTROL
 PY1208  ___________________________________________________________________
 PY1208* NAD 83(1993)-  44 56 41.31719(N)    110 08 43.72634(W)     ADJUSTED  
 PY1208* NAVD 88     -      3060.4    (meters)   10041.     (feet)  VERTCON   
 PY1208  ___________________________________________________________________
 PY1208  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 PY1208  GEOID HEIGHT-          -7.86  (meters)                     GEOID03
 PY1208
 PY1208  HORZ ORDER  -  THIRD
 PY1208
 PY1208.The horizontal coordinates were established by classical geodetic methods
 PY1208.and adjusted by the National Geodetic Survey in January 1997..
 PY1208
 PY1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1208
 PY1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1208
 PY1208.The geoid height was determined by GEOID03.
 PY1208
 PY1208;                    North         East     Units Scale Factor Converg.
 PY1208;SPC WYWC     -   494,678.967   489,872.123   MT  1.00008658   -0 59 09.2
 PY1208;UTM  12      - 4,977,174.699   567,413.917   MT  0.99965588   +0 36 13.2
 PY1208
 PY1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1208!SPC WYWC     -   0.99952163  x   1.00008658  =   0.99960817
 PY1208!UTM  12      -   0.99952163  x   0.99965588  =   0.99917768
 PY1208
 PY1208:                Primary Azimuth Mark                     Grid Az
 PY1208:SPC WYWC     -  BUFFALO                                  312 00 26.5
 PY1208:UTM  12      -  BUFFALO                                  310 25 04.1
 PY1208
 PY1208|---------------------------------------------------------------------|
 PY1208| PID    Reference Object                     Distance      Geod. Az  |
 PY1208|                                                           dddmmss.s |
 PY1208| QX0684 BUFFALO                             APPROX.10.6 KM 3110117.3 |
 PY1208|---------------------------------------------------------------------|
 PY1208
 PY1208                          SUPERSEDED SURVEY CONTROL
 PY1208
 PY1208  NAD 83(1993)-  44 56 41.31793(N)    110 08 43.72636(W) AD(       ) 3
 PY1208  NAD 83(1986)-  44 56 41.30876(N)    110 08 43.70855(W) AD(       ) 3
 PY1208  NAD 27      -  44 56 41.52559(N)    110 08 40.99875(W) AD(       ) 3
 PY1208  NGVD 29 (07/19/86) 3059.0    (m)        10036.     (f) VERT ANG       
 PY1208
 PY1208.Superseded values are not recommended for survey control.
 PY1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1208.See file dsdata.txt to determine how the superseded data were derived.
 PY1208
 PY1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ6741477175(NAD 83)
 PY1208_MARKER: DD = SURVEY DISK
 PY1208_SETTING: 66 = SET IN ROCK OUTCROP
 PY1208_SP_SET: SET IN ROCK OUTCROP
 PY1208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1208+STABILITY: POSITION/ELEVATION WELL
 PY1208
 PY1208  HISTORY     - Date     Condition        Report By
 PY1208  HISTORY     - 1958     MONUMENTED       USGS
 PY1208
 PY1208                          STATION DESCRIPTION
 PY1208
 PY1208'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY1208'LOCATED ABOUT 13 MI. E. OF TOWER FALLS AND ABOUT 5 MI. NE. OF LAMAR
 PY1208'RANGER STATION ON THE SUMMIT OF MOUNT HORNADAY.
 PY1208'
 PY1208'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---HORNADAY 1958---,
 PY1208'CEMENTED IN ROCK.
 PY1208'
 PY1208'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0319 ***********************************************************************
 NS0319  DESIGNATION -  HORNTOAD
 NS0319  PID         -  NS0319
 NS0319  STATE/COUNTY-  WY/FREMONT
 NS0319  USGS QUAD   -  LANDER NW (1978)
 NS0319
 NS0319                         *CURRENT SURVEY CONTROL
 NS0319  ___________________________________________________________________
 NS0319* NAD 83(1993)-  42 56 10.25684(N)    108 44 44.93719(W)     ADJUSTED  
 NS0319* NAVD 88     -      1724.0    (meters)    5656.     (feet)  VERTCON   
 NS0319  ___________________________________________________________________
 NS0319  LAPLACE CORR-         -15.06  (seconds)                    DEFLEC99
 NS0319  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 NS0319
 NS0319  HORZ ORDER  -  THIRD
 NS0319
 NS0319.The horizontal coordinates were established by classical geodetic methods
 NS0319.and adjusted by the National Geodetic Survey in January 1997..
 NS0319
 NS0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0319
 NS0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0319
 NS0319.The geoid height was determined by GEOID03.
 NS0319
 NS0319;                    North         East     Units Scale Factor Converg.
 NS0319;SPC WYWC     -   270,564.604   600,341.508   MT  0.99993750   +0 00 10.3
 NS0319;UTM  12      - 4,756,193.286   683,928.365   MT  1.00001619   +1 32 09.4
 NS0319
 NS0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0319!SPC WYWC     -   0.99973162  x   0.99993750  =   0.99966913
 NS0319!UTM  12      -   0.99973162  x   1.00001619  =   0.99974780
 NS0319
 NS0319:                Primary Azimuth Mark                     Grid Az
 NS0319:SPC WYWC     -  MILL RESET                               275 53 23.7
 NS0319:UTM  12      -  MILL RESET                               274 21 24.6
 NS0319
 NS0319|---------------------------------------------------------------------|
 NS0319| PID    Reference Object                     Distance      Geod. Az  |
 NS0319|                                                           dddmmss.s |
 NS0319| NS0260 MILL RESET                          APPROX. 4.0 KM 2755334.0 |
 NS0319|---------------------------------------------------------------------|
 NS0319
 NS0319                          SUPERSEDED SURVEY CONTROL
 NS0319
 NS0319  NAD 83(1986)-  42 56 10.24171(N)    108 44 44.94604(W) AD(       ) 3
 NS0319  NGVD 29 (11/06/89) 1723.0    (m)         5653.     (f) VERT ANG       
 NS0319
 NS0319.Superseded values are not recommended for survey control.
 NS0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0319.See file dsdata.txt to determine how the superseded data were derived.
 NS0319
 NS0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8392856193(NAD 83)
 NS0319_MARKER: DD = SURVEY DISK
 NS0319_SETTING: 0 = UNSPECIFIED SETTING
 NS0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0319
 NS0319  HISTORY     - Date     Condition        Report By
 NS0319  HISTORY     - 1950     MONUMENTED       USGS
 NS0319
 NS0319                          STATION DESCRIPTION
 NS0319
 NS0319'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0319'STATION IS LOCATED APPROXIMATELY 7 MI. AIRLINE N. OF LANDER, WYOMING,
 NS0319'8 MI. SE. OF FT. WASHAKIE ON ERRODED BLUFFS WHICH OVERLOOK MILL CREEK
 NS0319'VALLEY, IN N. 1/2 SEC. 34, T 1 S, R 1 E.
 NS0319'
 NS0319'TO REACH STATION FROM LANDER, TAKE N. SECOND STREET TO CITY LIMITS
 NS0319'CONTINUING STRAIGHT AHEAD (N.) ON MAIN TRAVELED COUNTY RD. FOR 3.8
 NS0319'MI., HERE CONTINUE STRAIGHT AHEAD ON RIGHT FORK OF Y-INTERSECTION,
 NS0319'ACROSS N. FORK OF POPO AGIE RIVER AND ON MAIN TRAVELED RD. FOR 3.2
 NS0319'MI. TO Y-INTERSECTION, TAKE RIGHT (E.) FORK FOR 0.5 MI. TO MULTIPLE
 NS0319'RD. INTERSECTION, TAKE MIDDLE FORK STRAIGHT AHEAD FOR 1.4 MI. TO
 NS0319'Y-INTERSECTION, HERE TURN RIGHT AND FOLLOW DIM RD. ALONG CANAL FOR
 NS0319'0.1 MI.  AT THIS POINT RD. TERMINATES IN A DRAIN WHICH PASSES UNDER
 NS0319'CANAL, CROSS DRAIN AND DRIVE CROSS-COUNTRY FOR 0.4 MI. UP A LONG
 NS0319'SLOPING RIDGE WHICH LEADS UPON TOP OF ERRODED BLUFFS.  UPON REACHING
 NS0319'TOP, TURN RIGHT AND DRIVE 0.1 MI. ALONG EDGE OF BLUFF TO STATION SITE.
 NS0319'
 NS0319'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 NS0319'2 IN. ABOVE GROUND, STAMPED---WR-HORNTOAD 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0680 ***********************************************************************
 MP0680  CBN         -  This is a Cooperative Base Network Control Station.
 MP0680  DESIGNATION -  HORSE
 MP0680  PID         -  MP0680
 MP0680  STATE/COUNTY-  WY/CARBON
 MP0680  USGS QUAD   -  HIGH POINT (1981)
 MP0680
 MP0680                         *CURRENT SURVEY CONTROL
 MP0680  ___________________________________________________________________
 MP0680* NAD 83(1993)-  41 36 55.76926(N)    107 47 05.34346(W)     ADJUSTED  
 MP0680* NAVD 88     -      2232.1    (meters)    7323.     (feet)  GPS OBS   
 MP0680  ___________________________________________________________________
 MP0680  X           -  -1,459,139.946 (meters)                     COMP
 MP0680  Y           -  -4,548,829.710 (meters)                     COMP
 MP0680  Z           -   4,215,243.330 (meters)                     COMP
 MP0680  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 MP0680  ELLIP HEIGHT-        2217.60  (meters)          (09/07/01) GPS OBS
 MP0680  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 MP0680
 MP0680  HORZ ORDER  -  B
 MP0680  ELLP ORDER  -  FOURTH    CLASS I
 MP0680
 MP0680.The horizontal coordinates were established by GPS observations
 MP0680.and adjusted by the National Geodetic Survey in October 1994..
 MP0680
 MP0680.The orthometric height was determined by GPS observations and a
 MP0680.high-resolution geoid model.
 MP0680
 MP0680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0680
 MP0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0680
 MP0680.The ellipsoidal height was determined by GPS observations
 MP0680.and is referenced to NAD 83.
 MP0680
 MP0680.The geoid height was determined by GEOID03.
 MP0680
 MP0680;                    North         East     Units Scale Factor Converg.
 MP0680;SPC WYEC     -   223,971.654   362,372.147   MT  0.99995492   -0 17 59.4
 MP0680;UTM  13      - 4,610,832.527   267,973.890   MT  1.00026256   -1 51 01.1
 MP0680
 MP0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0680!SPC WYEC     -   0.99965229  x   0.99995492  =   0.99960723
 MP0680!UTM  13      -   0.99965229  x   1.00026256  =   0.99991476
 MP0680
 MP0680:                Primary Azimuth Mark                     Grid Az
 MP0680:SPC WYEC     -  HORSE AZ MK                              070 12 43.4
 MP0680:UTM  13      -  HORSE AZ MK                              071 45 45.1
 MP0680
 MP0680|---------------------------------------------------------------------|
 MP0680| PID    Reference Object                     Distance      Geod. Az  |
 MP0680|                                                           dddmmss.s |
 MP0680| CP5551 HORSE AZ MK                                        0695444.0 |
 MP0680| MP0681 COAL BANK                            15.421 METERS 25601     |
 MP0680| MP0679 CRESTON UPRR MICROWAVE              APPROX.14.8 KM 3452346.5 |
 MP0680| MP0678 CRESTON ATT MICROWAVE               APPROX.14.8 KM 3463821.7 |
 MP0680| CP5552 HORSE RM 1                           16.468 METERS 34913     |
 MP0680|---------------------------------------------------------------------|
 MP0680
 MP0680                          SUPERSEDED SURVEY CONTROL
 MP0680
 MP0680  ELLIP H (10/19/94) 2217.61   (m)                       GP(       ) 4 1
 MP0680  NAD 83(1986)-  41 36 55.75688(N)    107 47 05.33279(W) AD(       ) 1
 MP0680  NAD 27      -  41 36 55.90825(N)    107 47 03.05146(W) AD(       ) 1
 MP0680  NGVD 29 (07/19/86) 2230.2    (m)         7317.     (f) VERT ANG       
 MP0680
 MP0680.Superseded values are not recommended for survey control.
 MP0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0680.See file dsdata.txt to determine how the superseded data were derived.
 MP0680
 MP0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG6797410833(NAD 83)
 MP0680_MARKER: DS = TRIANGULATION STATION DISK
 MP0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MP0680_STAMPING: HORSE 1972
 MP0680_MARK LOGO: CGS   
 MP0680_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0680+STABILITY: SURFACE MOTION
 MP0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0680+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1993
 MP0680
 MP0680  HISTORY     - Date     Condition        Report By
 MP0680  HISTORY     - 1972     MONUMENTED       NGS
 MP0680  HISTORY     - 1973     GOOD             NGS
 MP0680  HISTORY     - 1974     GOOD             NGS
 MP0680  HISTORY     - 1986     GOOD
 MP0680  HISTORY     - 19930730 GOOD             NGS
 MP0680
 MP0680                          STATION DESCRIPTION
 MP0680
 MP0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MP0680'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH-SOUTHWEST OF CRESTON,
 MP0680'8 MILES SOUTH OF INTERSTATE HIGHWAY 80, 1.3 MILES WEST OF STATE
 MP0680'HIGHWAY 789 AND ON A LOW FLAT HILL.  PERMISSION WAS OBTAINED FROM
 MP0680'MR. ROY ECHEVARRIS, BOX 1290, RAWLINS, WYOMING 82301.
 MP0680'
 MP0680'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 80
 MP0680'AND STATE HIGHWAY 789 ABOUT 30 MILES WEST OF RAWLINS GO SOUTH
 MP0680'ON STATE HIGHWAY 789 FOR 7.3 MILES TO A SIDE ROAD RIGHT.  TURN
 MP0680'RIGHT AND GO WEST ON TRACK ROAD FOR 100 FEET TO A GATE (AZIMUTH
 MP0680'MARK ON THE RIGHT).  PASS THROUGH GATE AND CONTINUE WESTERLY
 MP0680'ON TRACK ROAD FOR 0.55 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 MP0680'WEST ON TRACK ROAD FOR 0.2 MILE TO A FORK.  KEEP LEFT FORK AND
 MP0680'GO WEST-SOUTHWEST FOR 1.0 MILE TO TOP OF THE LOW FLAT HILL AND
 MP0680'THE STATION ON THE RIGHT.
 MP0680'
 MP0680'THE STATION MARKS ARE STANDARD DISKS STAMPED HORSE 1972, THE
 MP0680'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 MP0680'THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 63 FEET NORTH
 MP0680'OF THE CENTER OF THE TRACK ROAD AND 11 FEET EAST-SOUTHEAST OF A
 MP0680'METAL WITNESS POST WITH SIGN ATTACHED.  THE UNDERGROUND DISK IS
 MP0680'ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 MP0680'
 MP0680'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HORSE 1972, SET IN THE
 MP0680'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 MP0680'ABOVE THE GROUND.  IT IS 47.5 FEET NORTH OF THE METAL WITNESS POST
 MP0680'WITH SIGN ATTACHED.
 MP0680'
 MP0680'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 MP0680'COAL BANK 1912 ET 1966, SET IN A DRILL HOLE IN THE TOP OF A 6-INCH
 MP0680'GRANITE POST PROJECTING 6 INCHES.  IT IS 44 FEET WEST OF THE METAL
 MP0680'WITNESS POST WITH SIGN ATTACHED.
 MP0680'
 MP0680'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HORSE
 MP0680'1972, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 MP0680'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 15 FEET NORTH OF THE
 MP0680'CENTER OF THE TRACK ROAD AND GATE, 4 FEET SOUTH-SOUTHWEST OF A
 MP0680'METAL WITNESS POST WITH SIGN ATTACHED AND 2 FEET WEST OF A FENCE.
 MP0680
 MP0680                          STATION RECOVERY (1973)
 MP0680
 MP0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MP0680'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 MP0680'DISTANCE AND DIRECTION TO THE MARKS COMPARED FAVORABLY WITH THE
 MP0680'1972 DATA.  THE 1972 TO REACH IS ADEQUATE.
 MP0680'
 MP0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 MP0680'EAST-SOUTHEAST OF WAMSUTTER.
 MP0680'
 MP0680'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 MP0680
 MP0680                          STATION RECOVERY (1974)
 MP0680
 MP0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (SF)
 MP0680'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1972 DESCRIPTION.
 MP0680'DISTANCES WERE VERIFIED.  DIRECTIONS COULD NOT BE DONE DUE TO
 MP0680'DAMAGED THEODOLITE.
 MP0680'
 MP0680'SEISMOGRAPHIC TEAMS HAD LEFT PEGS IN THE VICINITY OF THE STATION
 MP0680'INDICATING THAT DRILLING IS TO TAKE PLACE NEAR THE SITE.  WAS UNABLE
 MP0680'TO VERIFY THIS WITH THE COMPANY CONCERNED.
 MP0680'
 MP0680'THE STATION WAS USED AS THE ANTENNA SITE FOR GEOCEIVER STATION
 MP0680'51044.
 MP0680'
 MP0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES WEST
 MP0680'SOUTHWEST OF RAWLINS.
 MP0680
 MP0680                          STATION RECOVERY (1986)
 MP0680
 MP0680'RECOVERED 1986
 MP0680'RECOVERED IN GOOD CONDITION.
 MP0680
 MP0680                          STATION RECOVERY (1993)
 MP0680
 MP0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MP0680'NOTE--ROAD TO STATION MAY BE IMPASSABLE IN WET WEATHER.  A 3 M (9.8
 MP0680'FT) HIGH (OR HIGHER) TARGET NEEDED ON THE AZIMUTH MARK FOR LINE OF
 MP0680'SIGHT TO THE STATION (OR CLEAR AT STATION END). STATION MARK,
 MP0680'REFERENCE MARK 1, COAL BANK USGS, AND THE AZIMUTH MARK WERE RECOVERED
 MP0680'IN GOOD CONDITION. STATION IS LOCATED ABOUT 32 KM (19.90 MI)
 MP0680'WEST-SOUTHWEST OF RAWLINS, 13 KM (8.05 MI) SOUTH-SOUTHWEST OF CRESTON
 MP0680'JUNCTION, 2 KM (1.25 MI) WEST OF STATE HIGHWAY 789, ON HIGH POINT
 MP0680'HILL, A LOW, GRASSY, FLAT HILL, ALONG A TRACK ROAD JUST NORTH OF US
 MP0680'BUREAU OF LAND MANAGEMENT PROPERTY, IN THE SOUTHEAST 1/4 OF SECTION
 MP0680'17, T 19 N, R 92 W. OWNERSHIP--UNKNOWN. TO REACH FROM THE UNDERPASS AT
 MP0680'THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY 789 (EXIT 187)
 MP0680'AT CRESTON JUNCTION, GO SOUTH ON HIGHWAY 789 FOR 8.06 KM (5.00 MI) TO
 MP0680'THE CARBON-SWEETWATER COUNTY LINE.  CONTINUE AHEAD FOR 4.22 KM (2.60
 MP0680'MI) TO A TRACK ROAD RIGHT (AT MILE 7.6) WITH WIRE GATE.  TURN RIGHT
 MP0680'FOR 30 M (98.4 FT) TO WIRE GATE AND AZIMUTH MARK ON RIGHT.  PASS
 MP0680'THROUGH GATE, SOUTHWEST, PASSING BETWEEN TWO LINES OF WOODEN SNOW
 MP0680'BARRIERS, THEN SOUTH AND SOUTHWEST ON OLD GRADED ROAD FOR 0.79 TO A
 MP0680'SLIM FORK.  BEAR RIGHT, WEST, ON TRACK ROAD FOR ABOUT 50 M, THEN
 MP0680'NORTHWEST ON OLD GRADED ROAD FOR 0.30 KM (0.20 MI) TO A ROAD LEFT.
 MP0680'TURN LEFT, SOUTHWEST, UPGRADE, ON OLD GRADED, THEN TRACK ROAD FOR 1.26
 MP0680'KM (0.80 MI) TO LOCAL HIGH GROUND AND THE STATION ON THE RIGHT.
 MP0680'STATION MARK IS A DISK SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 MP0680'PROJECTING 5 CM ABOVE GROUND.  IT IS 19.1 M (62.7 FT) NORTH OF, AND
 MP0680'LEVEL WITH THE ROAD CENTER, AND 1.1 M (3.6 FT) EAST OF A METAL WITNESS
 MP0680'POST SANS SIGN. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0472 ***********************************************************************
 MQ0472  DESIGNATION -  HORSE
 MQ0472  PID         -  MQ0472
 MQ0472  STATE/COUNTY-  WY/SWEETWATER
 MQ0472  USGS QUAD   -  GREEN RIVER (1980)
 MQ0472
 MQ0472                         *CURRENT SURVEY CONTROL
 MQ0472  ___________________________________________________________________
 MQ0472* NAD 83(1993)-  41 37 23.11128(N)    109 29 54.86608(W)     ADJUSTED  
 MQ0472* NAVD 88     -      2110.63   (+/-2cm)    6924.6    (feet)  VERTCON   
 MQ0472  ___________________________________________________________________
 MQ0472  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 MQ0472  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 MQ0472
 MQ0472  HORZ ORDER  -  SECOND
 MQ0472  VERT ORDER  -  THIRD ? (See Below)
 MQ0472
 MQ0472.The horizontal coordinates were established by classical geodetic methods
 MQ0472.and adjusted by the National Geodetic Survey in January 1997..
 MQ0472
 MQ0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0472.The vertical order pertains to the NGVD 29 superseded value.
 MQ0472
 MQ0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0472
 MQ0472.The geoid height was determined by GEOID03.
 MQ0472
 MQ0472;                    North         East     Units Scale Factor Converg.
 MQ0472;SPC WYWC     -   124,987.372   537,619.125   MT  0.99998537   -0 29 50.1
 MQ0472;UTM  12      - 4,609,018.004   625,077.326   MT  0.99979252   +0 59 50.7
 MQ0472
 MQ0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0472!SPC WYWC     -   0.99967137  x   0.99998537  =   0.99965674
 MQ0472!UTM  12      -   0.99967137  x   0.99979252  =   0.99946396
 MQ0472
 MQ0472:                Primary Azimuth Mark                     Grid Az
 MQ0472:SPC WYWC     -  GREEN                                    146 09 31.0
 MQ0472:UTM  12      -  GREEN                                    144 39 50.2
 MQ0472
 MQ0472|---------------------------------------------------------------------|
 MQ0472| PID    Reference Object                     Distance      Geod. Az  |
 MQ0472|                                                           dddmmss.s |
 MQ0472| MQ0476 GREEN                               APPROX. 7.8 KM 1453940.9 |
 MQ0472|---------------------------------------------------------------------|
 MQ0472
 MQ0472                          SUPERSEDED SURVEY CONTROL
 MQ0472
 MQ0472  NAD 83(1986)-  41 37 23.10309(N)    109 29 54.86150(W) AD(       ) 2
 MQ0472  NAD 27      -  41 37 23.23660(N)    109 29 52.35940(W) AD(       ) 2
 MQ0472  NGVD 29 (07/19/86) 2109.32   (m)         6920.3    (f) LEVELING    3  
 MQ0472
 MQ0472.Superseded values are not recommended for survey control.
 MQ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0472.See file dsdata.txt to determine how the superseded data were derived.
 MQ0472
 MQ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM2507709018(NAD 83)
 MQ0472_MARKER: DD = SURVEY DISK
 MQ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MQ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0472+STABILITY: SURFACE MOTION
 MQ0472
 MQ0472  HISTORY     - Date     Condition        Report By
 MQ0472  HISTORY     - 1958     MONUMENTED       USGS
 MQ0472  HISTORY     - 1962     GOOD             CGS
 MQ0472
 MQ0472                          STATION DESCRIPTION
 MQ0472
 MQ0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0472'THE STATION IS LOCATED ON A FLAT TOP SAGE BRUSH COVERED
 MQ0472'RIDGE THAT IS BARE ON TOP.  IT IS 7 MILES NORTH OF GREEN RIVER,
 MQ0472'14-1/2 MILES NORTHWEST OF ROCK SPRINGS AND 20 MILES EAST
 MQ0472'NORTHEAST OF LITTLE AMERICA.
 MQ0472'
 MQ0472'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COLT,
 MQ0472'THE DISTANCE BEING 25.15 FEET (7.666 METERS) EAST NORTHEAST
 MQ0472'OF STATION COLT.  THE MARK IS A U.S. GEOLOGICAL BENCH MARK
 MQ0472'DISK, STAMPED HORSE 1958, SET IN THE TOP OF AN 8 INCH SQUARE
 MQ0472'CONCRETE POST PROJECTING 6 INCHES.  IT IS THE SAME ELEVATION
 MQ0472'AS STATION COLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0484 ***********************************************************************
 MQ0484  DESIGNATION -  HORSE
 MQ0484  PID         -  MQ0484
 MQ0484  STATE/COUNTY-  WY/SWEETWATER
 MQ0484  USGS QUAD   -  RICHARDS GAP (1978)
 MQ0484
 MQ0484                         *CURRENT SURVEY CONTROL
 MQ0484  ___________________________________________________________________
 MQ0484* NAD 83(1993)-  41 00 36.89649(N)    109 08 03.22228(W)     ADJUSTED  
 MQ0484* NAVD 88     -      2666.9    (meters)    8750.     (feet)  VERTCON   
 MQ0484  ___________________________________________________________________
 MQ0484  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 MQ0484  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MQ0484
 MQ0484  HORZ ORDER  -  THIRD
 MQ0484
 MQ0484.The horizontal coordinates were established by classical geodetic methods
 MQ0484.and adjusted by the National Geodetic Survey in November 1997..
 MQ0484
 MQ0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0484
 MQ0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0484
 MQ0484.The geoid height was determined by GEOID03.
 MQ0484
 MQ0484;                    North         East     Units Scale Factor Converg.
 MQ0484;SPC WYWC     -    56,730.306   567,679.866   MT  0.99995035   -0 15 07.7
 MQ0484;UTM  12      - 4,541,571.391   656,893.844   MT  0.99990297   +1 13 28.4
 MQ0484
 MQ0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0484!SPC WYWC     -   0.99958404  x   0.99995035  =   0.99953442
 MQ0484!UTM  12      -   0.99958404  x   0.99990297  =   0.99948705
 MQ0484
 MQ0484:                Primary Azimuth Mark                     Grid Az
 MQ0484:SPC WYWC     -  BEAVER                                   163 09 05.0
 MQ0484:UTM  12      -  BEAVER                                   161 40 28.9
 MQ0484
 MQ0484|---------------------------------------------------------------------|
 MQ0484| PID    Reference Object                     Distance      Geod. Az  |
 MQ0484|                                                           dddmmss.s |
 MQ0484| LN0578 BEAVER                              APPROX. 6.9 KM 1625357.3 |
 MQ0484|---------------------------------------------------------------------|
 MQ0484
 MQ0484                          SUPERSEDED SURVEY CONTROL
 MQ0484
 MQ0484  NAD 83(1993)-  41 00 36.89657(N)    109 08 03.22144(W) AD(       ) 3
 MQ0484  NAD 83(1993)-  41 00 36.88784(N)    109 08 03.21296(W) AD(       ) 3
 MQ0484  NAD 83(1986)-  41 00 36.87925(N)    109 08 03.21284(W) AD(       ) 3
 MQ0484  NAD 27      -  41 00 37.02593(N)    109 08 00.75850(W) AD(       ) 3
 MQ0484  NGVD 29 (07/19/86) 2665.6    (m)         8745.     (f) VERT ANG       
 MQ0484
 MQ0484.Superseded values are not recommended for survey control.
 MQ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0484.See file dsdata.txt to determine how the superseded data were derived.
 MQ0484
 MQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5689441571(NAD 83)
 MQ0484
 MQ0484  HISTORY     - Date     Condition        Report By
 MQ0484  HISTORY     - 1950     MONUMENTED       USGS
 MQ0484  HISTORY     - 1963     GOOD             USGS
 MQ0484
 MQ0484                          STATION DESCRIPTION
 MQ0484
 MQ0484'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MQ0484'LOCATED ABOUT 3.5 MI. E. OF CLAY BASIN CAMP ON NORTHERN POINT OF N-S.
 MQ0484'RIDGE.
 MQ0484'
 MQ0484'TO REACH FROM CLAY BASIN CAMP, DRIVE ON MAIN BROWNS PARK RD. 4.8 MI.
 MQ0484'TO BRIDGE AND RD. GOING UP DIGWAY ON S. SIDE OF SPUR, TURN LEFT UP
 MQ0484'DIGWAY 5.9 MI. ALONG MAIN TRAVELED RD. TO RD. FORKS ON SIDE OF HILL,
 MQ0484'TURN LEFT UP STEEP GRADE AND FOLLOW THIS RD. 0.4 MI. TURN LEFT OFF OF
 MQ0484'RD. UP RIDGE 0.5 MI. TO TOP AND LARGE CAIRN AND END OF TRUCK TRAVEL.
 MQ0484'PACK S. TO FIRST TOP AND STATION. A 5 MINUTE PACK.
 MQ0484'
 MQ0484'RECOVERED. STATION CAN BE REACHED BY VEHICLE.
 MQ0484'
 MQ0484'STATION MARK - STANDARD TABLET, STAMPED ---HORSE 1950--- SET IN BURIED
 MQ0484'BOULDER ON HIGHEST PART OF TOP.
 MQ0484'
 MQ0484'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET, STAMPED ---1
 MQ0484'1950--- SET IN BURIED BOULDER, 43.81 FT. FROM STATION MARK,
 MQ0484'S 35 DEG 04 MIN W.
 MQ0484'
 MQ0484'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---2
 MQ0484'1950---, SET IN BURIED BOULDER, 57.70 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0651 ***********************************************************************
 NT0651  DESIGNATION -  HORSE
 NT0651  PID         -  NT0651
 NT0651  STATE/COUNTY-  WY/SUBLETTE
 NT0651  USGS QUAD   -  LOOKOUT MOUNTAIN (1980)
 NT0651
 NT0651                         *CURRENT SURVEY CONTROL
 NT0651  ___________________________________________________________________
 NT0651* NAD 83(1993)-  42 58 30.04893(N)    110 32 33.98344(W)     ADJUSTED  
 NT0651* NAVD 88     -      3154.7    (meters)   10350.     (feet)  VERTCON   
 NT0651  ___________________________________________________________________
 NT0651  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 NT0651  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 NT0651
 NT0651  HORZ ORDER  -  FIRST
 NT0651
 NT0651.The horizontal coordinates were established by classical geodetic methods
 NT0651.and adjusted by the National Geodetic Survey in January 1997..
 NT0651
 NT0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0651
 NT0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0651
 NT0651.The geoid height was determined by GEOID03.
 NT0651
 NT0651;                    North         East     Units Scale Factor Converg.
 NT0651;SPC WY W     -   374,980.576   762,523.967   MT  0.99995477   -0 18 47.5
 NT0651;UTM  12      - 4,758,141.512   537,282.931   MT  0.99961710   +0 18 42.1
 NT0651
 NT0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0651!SPC WY W     -   0.99950715  x   0.99995477  =   0.99946194
 NT0651!UTM  12      -   0.99950715  x   0.99961710  =   0.99912444
 NT0651
 NT0651|---------------------------------------------------------------------|
 NT0651| PID    Reference Object                     Distance      Geod. Az  |
 NT0651|                                                           dddmmss.s |
 NT0651| CP5555 HORSE RM 1                           13.962 METERS 10925     |
 NT0651| NT0620 PROSPECT MTN LOOKOUT CABIN          APPROX. 8.3 KM 1524353.7 |
 NT0651| CP5556 HORSE RM 2                            5.182 METERS 22354     |
 NT0651| CP5554 HORSE AZ MK                                        2610228.7 |
 NT0651|---------------------------------------------------------------------|
 NT0651
 NT0651                          SUPERSEDED SURVEY CONTROL
 NT0651
 NT0651  NAD 83(1993)-  42 58 30.04702(N)    110 32 33.98014(W) AD(       ) 1
 NT0651  NAD 83(1986)-  42 58 30.03199(N)    110 32 33.97339(W) AD(       ) 1
 NT0651  NAD 27      -  42 58 30.27200(N)    110 32 31.32700(W) AD(       ) 1
 NT0651  NGVD 29 (07/19/86) 3153.1    (m)        10345.     (f) VERT ANG       
 NT0651
 NT0651.Superseded values are not recommended for survey control.
 NT0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0651.See file dsdata.txt to determine how the superseded data were derived.
 NT0651
 NT0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN3728358142(NAD 83)
 NT0651_MARKER: DB = BENCH MARK DISK
 NT0651_SETTING: 80 = SET IN A BOULDER
 NT0651_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NT0651
 NT0651  HISTORY     - Date     Condition        Report By
 NT0651  HISTORY     - 1907     MONUMENTED       USGS
 NT0651  HISTORY     - 1946     GOOD             USGS
 NT0651  HISTORY     - 1965     GOOD             USGS
 NT0651
 NT0651                          STATION DESCRIPTION
 NT0651
 NT0651'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 NT0651'THE STATION IS LOCATED ON A HIGH GRASSY COVERED MOUNTAIN
 NT0651'LOCALLY KNOWN AS LOOKOUT MTN.  IT IS AT THE HEAD OF SOUTH
 NT0651'BEAVER CREEK, ON THE NORTHEAST SIDE OF HORSE CREEK AND AT
 NT0651'THE HEAD OF THE SOUTHERN MOST PRONG OF FALL RIVER.  IT IS
 NT0651'ABOUT 37.0 MILES AIRLINE SOUTH OF JACKSON, WYO., ABOUT 35.0
 NT0651'MILES NORTHWEST OF PINEDALE, WYO., ABOUT 37.0 MILES NORTHWEST
 NT0651'OF BIG PINEY, WYO. AND ABOUT 27.0 MILES AIRLINE NORTHEAST OF
 NT0651'ALPINE, WYO.  THE DISK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 NT0651'DISK WEDGED IN A DRILL HOLE IN A BURIED BOULDER PROJECTING
 NT0651'ABOUT 4 INCHES, ON THE HIGHEST POINT OF THE HILL AND IS NOT
 NT0651'STAMPED.
 NT0651'
 NT0651'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN A BOULDER PROJECTING
 NT0651'ABOUT 1 FOOT AND SLOPING TO THE NORTH, ON THE SOUTH SLOPE OF
 NT0651'THE HILL, ABOUT 6 FEET LOWER THAN THE STATION AND IS STAMPED
 NT0651'HORSE USGS NO 1 1946. IT IS EAST BY SOUTH OF THE STATION.
 NT0651'
 NT0651'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN A BOULDER ABOUT
 NT0651'18 INCHES IN DIAMETER, PROJECTING ABOUT 4 INCHES AND IS STAMPED
 NT0651'HORSE USGS NO 2 1946.  IT IS SOUTHWEST OF THE STATION ON THE
 NT0651'SPINE OF THE HILL.
 NT0651'
 NT0651'THE AZIMUTH MARK IS ABOUT 1.0 MILE WEST BY SOUTH OF THE
 NT0651'STATION.  THE DISK IS SET FLUSH IN ROCK OUTCROP ABOUT 20
 NT0651'YARDS EAST OF TRAIL LEADING TO THE STATION, AT THE RIM OF A
 NT0651'LARGE VALLEY, AT THE END OF TRUCK TRAVEL AND AT THE BASE OF A
 NT0651'SMALL WOODED HILL.
 NT0651'
 NT0651'TO REACH THE STATION FROM ALPINE, WYO., GO SOUTH ON U.S. HIGHWAY
 NT0651'NO. 89 FOR 1.55 MILES TO A T ROAD LEFT AT A SERVICE STATION
 NT0651'AND SIGN GREYS RIVER ROAD.  TURN LEFT ON GREYS RIVER ROAD
 NT0651'AND GO 9.5 MILES TO FORKS AT BRIDGE ACROSS LITTLE GREYS RIVER
 NT0651'AND SIGN YOUNGS RANCH 20 MILES.  TAKE RIGHT FORK AS PER SIGN
 NT0651'AND FOLLOW MAIN ROAD UP GREYS RIVER FOR 18.0 MILES TO YOUNGS
 NT0651'RANCH AND STORE.  FROM HERE CONTINUE ON MAIN ROAD UP RIVER FOR
 NT0651'1.2 MILES TO A FORK AND SIGN BLIND BULL COAL MINE.  TAKE THE
 NT0651'LEFT FORK AS PER SIGN AND GO UP MOUNTAIN 5.0 MILES TO THE
 NT0651'MINE.  CONTINUE UP HILL ON BLADED ROAD FOR 1.1 TO A FORK,
 NT0651'TAKE THE LEFT FORK AND GO 1.5 MILES TO LARGE SHEEP CORRALS
 NT0651'ON THE LEFT, CONTINUE ON ROAD FOR 2.0 MILES TO ITS END AT
 NT0651'A SHEEP CAMP.  FROM HERE FOLLOW STOCK TRAIL SOUTHEASTERLY
 NT0651'FOR ABOUT 0.3 MILE TO WHERE IT DROPS INTO A CREEK.  HERE
 NT0651'CROSS CREEK AND PICK WAY UP DRAW ALONG LEFT SIDE OF CREEK IN AN
 NT0651'EASTERLY DIRECTION FOR ABOUT 1.0 MILE TO BASE OF HIGH HILL
 NT0651'ACROSS CREEK TO THE SOUTHEAST.  CROSS CREEK AND CLIMB TO
 NT0651'HIGHEST POINT OF HILL, FROM HERE FOLLOW RIDGE DOWN HILL
 NT0651'SOUTHWESTERLY FOR 0.45 MILE TO BASE OF A SMALL WOODED HILL,
 NT0651'THE RIM OF A VALLEY AND A TRAIL FOLLOWING AROUND THE RIM OF
 NT0651'THE VALLEY AND THE END OF TRUCK TRAVEL.  THE AZIMUTH MARK
 NT0651'IS AT THIS POINT AND THE STATION SITE IS THE HIGHEST HILL
 NT0651'ACROSS THE VALLEY TO THE EAST.  FROM HERE FOLLOW WELL
 NT0651'DEFINED TRAIL AROUND RIM OF VALLEY TO THE TOP OF THE HIGHEST
 NT0651'HILL AND THE STATION AS DESCRIBED.  ABOUT AN HOUR BACK
 NT0651'PACK.  NOTE, THE ABOVE TRUCK TRAVEL REQUIRES A 4 WHEEL DRIVE
 NT0651'TRUCK.
 NT0651
 NT0651                          STATION RECOVERY (1965)
 NT0651
 NT0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NT0651'RECOVERED.
 NT0651'
 NT0651'STATION MARK--USGS ALUMINUM BM TABLET, WEDGED IN DRILL HOLE IN BURIED
 NT0651'BOULDER, PROJECTING ABOUT 4 IN., STAMPED ---HORSE 1907 - ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1118 ***********************************************************************
 MO1118  DESIGNATION -  HORSE
 MO1118  PID         -  MO1118
 MO1118  STATE/COUNTY-  WY/LARAMIE
 MO1118  USGS QUAD   -  LEWIS RANCH (1991)
 MO1118
 MO1118                         *CURRENT SURVEY CONTROL
 MO1118  ___________________________________________________________________
 MO1118* NAD 83(1993)-  41 28 36.95601(N)    104 47 42.47121(W)     ADJUSTED  
 MO1118* NAVD 88     -      1808.     (meters)    5932.     (feet)  SCALED    
 MO1118  ___________________________________________________________________
 MO1118  LAPLACE CORR-         -10.55  (seconds)                    DEFLEC99
 MO1118  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 MO1118
 MO1118  HORZ ORDER  -  SECOND
 MO1118
 MO1118.The horizontal coordinates were established by classical geodetic methods
 MO1118.and adjusted by the National Geodetic Survey in January 1997..
 MO1118
 MO1118.The orthometric height was scaled from a topographic map.
 MO1118
 MO1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1118
 MO1118.The geoid height was determined by GEOID03.
 MO1118
 MO1118;                    North         East     Units Scale Factor Converg.
 MO1118;SPC WY E     -   108,551.783   231,030.907   MT  0.99994935   +0 14 45.9
 MO1118;UTM  13      - 4,591,723.517   517,105.014   MT  0.99960360   +0 08 08.5
 MO1118
 MO1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1118!SPC WY E     -   0.99971896  x   0.99994935  =   0.99966832
 MO1118!UTM  13      -   0.99971896  x   0.99960360  =   0.99932267
 MO1118
 MO1118:                Primary Azimuth Mark                     Grid Az
 MO1118:SPC WY E     -  CHEYENNE JCT RIN MICROWAVE TWR           211 36 18.6
 MO1118:UTM  13      -  CHEYENNE JCT RIN MICROWAVE TWR           211 42 56.0
 MO1118
 MO1118|---------------------------------------------------------------------|
 MO1118| PID    Reference Object                     Distance      Geod. Az  |
 MO1118|                                                           dddmmss.s |
 MO1118| MO1116 CHEYENNE JCT RIN MICROWAVE TWR      APPROX.12.3 KM 2115104.5 |
 MO1118| CQ4004 HORSE RM 1                           14.770 METERS 23310     |
 MO1118| CQ4005 HORSE RM 2                           13.383 METERS 32818     |
 MO1118| CQ4003 HORSE AZ MK                                        3455807.0 |
 MO1118|---------------------------------------------------------------------|
 MO1118
 MO1118                          SUPERSEDED SURVEY CONTROL
 MO1118
 MO1118  NAD 83(1986)-  41 28 36.93980(N)    104 47 42.46957(W) AD(       ) 2
 MO1118  NAD 27      -  41 28 37.01900(N)    104 47 40.58580(W) AD(       ) 2
 MO1118
 MO1118.Superseded values are not recommended for survey control.
 MO1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1118.See file dsdata.txt to determine how the superseded data were derived.
 MO1118
 MO1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1710591724(NAD 83)
 MO1118_MARKER: DS = TRIANGULATION STATION DISK
 MO1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1118
 MO1118  HISTORY     - Date     Condition        Report By
 MO1118  HISTORY     - 1963     MONUMENTED       CGS
 MO1118
 MO1118                          STATION DESCRIPTION
 MO1118
 MO1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1118'THE STATION IS 19-1/4 MILES SOUTH AND 1-1/4 MILES EAST OF
 MO1118'CHUGWATER, IN THE NORTHEAST QUARTER OF SECTION 5, T 17 N, R 66
 MO1118'W, AND ON PROPERTY OWNED BY MRS. MAE CREATHBAUM.
 MO1118'
 MO1118'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S. HIGHWAYS
 MO1118'85 AND 87 ABOUT 7 MILES NORTH OF CHEYENNE, GO NORTH ON HIGHWAY
 MO1118'87 FOR 10.4 MILES TO A MICROWAVE TOWER ON THE LEFT.  CONTINUE
 MO1118'NORTH FOR 5.75 MILES TO A SIDE ROAD ON THE RIGHT.  (A SIGN--LEWIS
 MO1118'RANCH 3 MILES).  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR
 MO1118'2.25 MILES TO A FORK OF THE ROAD.  KEEP LEFT -- STRAIGHT AHEAD,
 MO1118'AND GO EAST AND NORTH AND EAST FOR 3.8 MILES TO A CATTLE
 MO1118'GUARD AND A GATE ON THE LEFT.  PASS OVER THE CATTLE GUARD,
 MO1118'TURN RIGHT AND GO SOUTH ON A TRACK ROAD ALONG THE EAST SIDE
 MO1118'OF A NORTH-SOUTH FENCE FOR 0.7 MILE TO THE AZIMUTH MARK ON
 MO1118'THE RIGHT.  CONTINUE SOUTH FOR 0.2 MILES TO A T-FENCE
 MO1118'CORNER AND A GATE IN THE NORTH-SOUTH FENCE.  TURN RIGHT,
 MO1118'PASS THROUGH THE GATE, THEN TURN LEFT AND PASS THROUGH A GATE
 MO1118'IN AN EAST-WEST FENCE.  GO SOUTH AND SOUTHEAST FOR 0.2 MILE
 MO1118'ACROSS PASTURE LAND TO THE STATION ON THE HIGHEST PART OF
 MO1118'A RIDGE.
 MO1118'
 MO1118'STATION MARKS ARE STANDARD DISKS STAMPED HORSE 1963.  THE SURFACE
 MO1118'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1118'THE GROUND.  IT IS 89 FEET NORTH OF A T-FENCE CORNER.  THE
 MO1118'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44
 MO1118'INCHES BELOW THE SURFACE OF THE GROUND.
 MO1118'
 MO1118'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HORSE NO 1 1963, IS
 MO1118'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 MO1118'THE SURFACE OF THE GROUND.  IT IS 72 FEET NORTHEAST OF THE
 MO1118'T-FENCE CORNER.
 MO1118'
 MO1118'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HORSE NO 2 1963,
 MO1118'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 MO1118'SURFACE OF THE GROUND.  IT IS 132 FEET NORTH-NORTHWEST OF THE
 MO1118'T-FENCE CORNER.
 MO1118'
 MO1118'AZIMUTH MARK, A STANDARD DISK STAMPED HORSE 1963, IS SET IN
 MO1118'A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE SURFACE
 MO1118'OF THE GROUND.  IT IS 9 FEET WEST OF THE TRACK ROAD, 2 FEET
 MO1118'SOUTH OF A METAL WITNESS POST, AND 1 FOOT EAST OF THE NORTH-SOUTH
 MO1118'FENCE.
 MO1118'
 MO1118'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MO1118'
 MO1118'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 -- 68.24 FT., 20.801 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0809 ***********************************************************************
 MR0809  DESIGNATION -  HORSE ET TP
 MR0809  PID         -  MR0809
 MR0809  STATE/COUNTY-  WY/UINTA
 MR0809  USGS QUAD   -  MEEKS CABIN RESERVOIR (1978)
 MR0809
 MR0809                         *CURRENT SURVEY CONTROL
 MR0809  ___________________________________________________________________
 MR0809* NAD 83(1993)-  41 06 53.86752(N)    110 31 11.89482(W)     ADJUSTED  
 MR0809* NAVD 88     -      2591.4    (meters)    8502.     (feet)  VERTCON   
 MR0809  ___________________________________________________________________
 MR0809  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 MR0809  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 MR0809
 MR0809  HORZ ORDER  -  THIRD
 MR0809
 MR0809.The horizontal coordinates were established by classical geodetic methods
 MR0809.and adjusted by the National Geodetic Survey in January 1997..
 MR0809
 MR0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0809
 MR0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0809
 MR0809.The geoid height was determined by GEOID03.
 MR0809
 MR0809;                    North         East     Units Scale Factor Converg.
 MR0809;SPC WY W     -   168,379.394   763,329.576   MT  0.99995404   -0 17 13.6
 MR0809;UTM  12      - 4,551,630.210   540,301.029   MT  0.99961999   +0 18 56.4
 MR0809
 MR0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0809!SPC WY W     -   0.99959581  x   0.99995404  =   0.99954987
 MR0809!UTM  12      -   0.99959581  x   0.99961999  =   0.99921595
 MR0809
 MR0809                          SUPERSEDED SURVEY CONTROL
 MR0809
 MR0809  NAD 83(1986)-  41 06 53.85699(N)    110 31 11.88393(W) AD(       ) 3
 MR0809  NAD 27      -  41 06 54.04721(N)    110 31 09.30745(W) AD(       ) 3
 MR0809  NGVD 29 (07/19/86) 2589.9    (m)         8497.     (f) VERT ANG       
 MR0809
 MR0809.Superseded values are not recommended for survey control.
 MR0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0809.See file dsdata.txt to determine how the superseded data were derived.
 MR0809
 MR0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4030151630(NAD 83)
 MR0809_MARKER: W = UNMONUMENTED
 MR0809_SETTING: 0 = UNSPECIFIED SETTING
 MR0809
 MR0809  HISTORY     - Date     Condition        Report By
 MR0809  HISTORY     - 1964     MONUMENTED       USGS
 MR0809
 MR0809                          STATION DESCRIPTION
 MR0809
 MR0809'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MR0809'ABANDONED DUE TO MONUMENTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0594 ***********************************************************************
 NQ0594  DESIGNATION -  HORSESHOE
 NQ0594  PID         -  NQ0594
 NQ0594  STATE/COUNTY-  WY/PLATTE
 NQ0594  USGS QUAD   -  SIBLEY PEAK (1981)
 NQ0594
 NQ0594                         *CURRENT SURVEY CONTROL
 NQ0594  ___________________________________________________________________
 NQ0594* NAD 83(1993)-  42 25 38.47541(N)    105 05 37.69405(W)     ADJUSTED  
 NQ0594* NAVD 88     -      1618.     (meters)    5308.     (feet)  VERTCON   
 NQ0594  ___________________________________________________________________
 NQ0594  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 NQ0594  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 NQ0594
 NQ0594  HORZ ORDER  -  THIRD
 NQ0594
 NQ0594.The horizontal coordinates were established by classical geodetic methods
 NQ0594.and adjusted by the National Geodetic Survey in January 1997..
 NQ0594
 NQ0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0594
 NQ0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0594
 NQ0594.The geoid height was determined by GEOID03.
 NQ0594
 NQ0594;                    North         East     Units Scale Factor Converg.
 NQ0594;SPC WY E     -   214,046.739   205,995.801   MT  0.99993794   +0 02 57.0
 NQ0594;UTM  13      - 4,697,230.916   492,283.580   MT  0.99960073   -0 03 47.8
 NQ0594
 NQ0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0594!SPC WY E     -   0.99974849  x   0.99993794  =   0.99968645
 NQ0594!UTM  13      -   0.99974849  x   0.99960073  =   0.99934932
 NQ0594
 NQ0594                          SUPERSEDED SURVEY CONTROL
 NQ0594
 NQ0594  NAD 83(1986)-  42 25 38.45459(N)    105 05 37.68473(W) AD(       ) 3
 NQ0594  NAD 27      -  42 25 38.56462(N)    105 05 35.77730(W) AD(       ) 3
 NQ0594  NGVD 29 (07/19/86) 1617.     (m)         5305.     (f) VERT ANG       
 NQ0594
 NQ0594.Superseded values are not recommended for survey control.
 NQ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0594.See file dsdata.txt to determine how the superseded data were derived.
 NQ0594
 NQ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9228497231(NAD 83)
 NQ0594_MARKER: DD = SURVEY DISK
 NQ0594_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0594_SP_SET: SET IN ROCK OUTCROP
 NQ0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0594+STABILITY: POSITION/ELEVATION WELL
 NQ0594
 NQ0594  HISTORY     - Date     Condition        Report By
 NQ0594  HISTORY     - 1947     MONUMENTED       USGS
 NQ0594
 NQ0594                          STATION DESCRIPTION
 NQ0594
 NQ0594'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0594'LOCATED 7 MI. SW. OF GLENDO, WYOMING.
 NQ0594'
 NQ0594'TO REACH STATION FROM POST OFFICE IN GLENDO, GO S. ON U.S. HIGHWAY 87
 NQ0594'FOR 6.5 MI. AND TURN RIGHT ON RANCH RD.  GO 0.4 MI. TO RANCH HOUSE
 NQ0594'AND TURN RIGHT, GO 3.1 MI. AND TAKE RIGHT RD. FORK, GO 0.8 MI. AND
 NQ0594'TAKE LEFT RD. FORK, GO 0.6 MI. TO ABOUT 1000 FT. FROM HOUSE, TURN
 NQ0594'RIGHT AND CONTINUE UP SLOPE OF CEDAR TOPPED HILL 1.1 MI. TO STATION.
 NQ0594'(THIS POINT IS HARD TO SEE FROM THE S. DUE TO TREES.)
 NQ0594'
 NQ0594'STATION MARK--STANDARD TABLET STAMPED ---HORSESHOE 1947 5306--- SET
 NQ0594'IN ROCK OUTCROP.
 NQ0594'
 NQ0594'REFERENCE MARK NO. 1--HOLE DRILLED IN ROCK 9.5 FT. NW. OF STATION.
 NQ0594'
 NQ0594'REFERENCE MARK NO. 2--HOLE DRILLED IN ROCK 32.9 FT. NE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0603 ***********************************************************************
 NQ0603  DESIGNATION -  HORSESHOE
 NQ0603  PID         -  NQ0603
 NQ0603  STATE/COUNTY-  WY/PLATTE
 NQ0603  USGS QUAD   -  SPRING CREEK (1981)
 NQ0603
 NQ0603                         *CURRENT SURVEY CONTROL
 NQ0603  ___________________________________________________________________
 NQ0603* NAD 83(1993)-  42 28 56.02992(N)    105 13 25.44388(W)     ADJUSTED  
 NQ0603* NAVD 88     -      1694.4    (meters)    5559.     (feet)  VERTCON   
 NQ0603  ___________________________________________________________________
 NQ0603  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 NQ0603  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 NQ0603
 NQ0603  HORZ ORDER  -  SECOND
 NQ0603
 NQ0603.The horizontal coordinates were established by classical geodetic methods
 NQ0603.and adjusted by the National Geodetic Survey in January 1997..
 NQ0603
 NQ0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0603
 NQ0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0603
 NQ0603.The geoid height was determined by GEOID03.
 NQ0603
 NQ0603;                    North         East     Units Scale Factor Converg.
 NQ0603;SPC WY E     -   220,141.135   195,308.053   MT  0.99993777   -0 02 18.7
 NQ0603;UTM  13      - 4,703,344.234   481,611.400   MT  0.99960416   -0 09 04.0
 NQ0603
 NQ0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0603!SPC WY E     -   0.99973646  x   0.99993777  =   0.99967424
 NQ0603!UTM  13      -   0.99973646  x   0.99960416  =   0.99934072
 NQ0603
 NQ0603|---------------------------------------------------------------------|
 NQ0603| PID    Reference Object                     Distance      Geod. Az  |
 NQ0603|                                                           dddmmss.s |
 NQ0603| CQ4008 HORSESHOE RM 2                       11.458 METERS 04418     |
 NQ0603| CQ4006 HORSESHOE AZ MK                                    0502106.4 |
 NQ0603| CQ4007 HORSESHOE RM 1                       12.918 METERS 30833     |
 NQ0603|---------------------------------------------------------------------|
 NQ0603
 NQ0603                          SUPERSEDED SURVEY CONTROL
 NQ0603
 NQ0603  NAD 83(1986)-  42 28 56.00964(N)    105 13 25.43393(W) AD(       ) 2
 NQ0603  NAD 27      -  42 28 56.12200(N)    105 13 23.51000(W) AD(       ) 2
 NQ0603  NGVD 29 (07/19/86) 1693.5    (m)         5556.     (f) VERT ANG       
 NQ0603
 NQ0603.Superseded values are not recommended for survey control.
 NQ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0603.See file dsdata.txt to determine how the superseded data were derived.
 NQ0603
 NQ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8161103344(NAD 83)
 NQ0603_MARKER: DS = TRIANGULATION STATION DISK
 NQ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0603
 NQ0603  HISTORY     - Date     Condition        Report By
 NQ0603  HISTORY     - 1948     MONUMENTED       CGS
 NQ0603
 NQ0603                          STATION DESCRIPTION
 NQ0603
 NQ0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0603'THE STATION IS LOCATED IN T29N, R70W, ABOUT 10 MILES AIR LINE
 NQ0603'WEST OF GLENDO, ABOUT 4 MILES EAST OF THE CONVERSE-PLATTE
 NQ0603'COUNTY LINE, ON A LOW, GRASSY HILL.  THERE ARE A FEW SCATTERED
 NQ0603'PINE TREES TO THE SOUTH AND WEST.  THE ROAD RUNS ABOUT 100
 NQ0603'YARDS NORTH OF THE TOP OF HILL WHICH IS THE HIGHEST POINT IN
 NQ0603'THE VICINITY.  THE STATION IS APPROXIMATELY 100 YARDS SOUTHEAST
 NQ0603'OF THE HIGHEST POINT, APPROXIMATELY 0.1 MILE SOUTH OF THE
 NQ0603'BLADED ROAD, 33 FEET NORTHWEST OF THE CENTER LINE OF A TRACK
 NQ0603'ROAD, 9 FEET NORTHWEST OF A 4 X 4 INCH WITNESS POST, PROJECTS
 NQ0603'1 INCH, AND IS STAMPED, HORSESHOE 1948.
 NQ0603'
 NQ0603'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NQ0603'THE STATION, PROJECTS 3 INCHES, STAMPED, HORSESHOE NO 1 1948.
 NQ0603'
 NQ0603'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 NQ0603'STATION, 27 FEET NORTHWEST OF THE CENTER LINE OF TRACK ROAD,
 NQ0603'PROJECTS 3 INCHES, AND IS STAMPED, HORSESHOE NO 2 1948.
 NQ0603'
 NQ0603'THE AZIMUTH MARK IS LOCATED ALONG A BLADED ROAD TO STATION,
 NQ0603'ON TOP OF A LOW, FLAT-TOPPED KNOLL, 27 FEET NORTHWEST OF
 NQ0603'AND APPROXIMATELY THE SAME ELEVATION AS THE CENTER LINE OF
 NQ0603'BLADED ROAD, 4 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS POST,
 NQ0603'PROJECTS 3 INCHES, AND STAMPED, HORSESHOE 1948.
 NQ0603'
 NQ0603'TO REACH FROM THE POST OFFICE IN GLENDO, GO SOUTH ON U.S.
 NQ0603'HIGHWAY 87 FOR 0.2 MILE TO A BLADED ROAD RIGHT.  TURN RIGHT
 NQ0603'(WEST) AND FOLLOW BLADED ROAD WESTERLY FOR 4.3 MILES TO A
 NQ0603'GATE IN FENCE LINE ON LEFT (THIS IS TURN OFF TO STATION
 NQ0603'GRANDE (USGS) 1948).  CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED
 NQ0603'ROAD FOR 5.3 MILES TO A U.S. GEOLOGICAL SURVEY MARK ON THE
 NQ0603'SOUTH SIDE OF ROAD.  CONTINUE STRAIGHT AHEAD, WESTERLY, FOR
 NQ0603'1.55 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE OF ROAD AS
 NQ0603'DESCRIBED ABOVE.  CONTINUE ON BLADED ROAD FOR 0.2 MILE TO THE
 NQ0603'BASE OF A LOW GRASSY HILL ON LEFT.  TURN LEFT, SOUTHEAST.
 NQ0603'LEAVE ROAD AND GO 0.15 MILE TO THE TOP OF HILL AND STATION
 NQ0603'AS DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1149 ***********************************************************************
 MO1149  DESIGNATION -  HORTON
 MO1149  PID         -  MO1149
 MO1149  STATE/COUNTY-  WY/GOSHEN
 MO1149  USGS QUAD   -  CATTAIL RANCH NE (1990)
 MO1149
 MO1149                         *CURRENT SURVEY CONTROL
 MO1149  ___________________________________________________________________
 MO1149* NAD 83(1993)-  41 38 55.16224(N)    104 32 59.82068(W)     ADJUSTED  
 MO1149* NAVD 88     -      1676.     (meters)    5499.     (feet)  SCALED    
 MO1149  ___________________________________________________________________
 MO1149  LAPLACE CORR-          -9.14  (seconds)                    DEFLEC99
 MO1149  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 MO1149
 MO1149  HORZ ORDER  -  SECOND
 MO1149
 MO1149.The horizontal coordinates were established by classical geodetic methods
 MO1149.and adjusted by the National Geodetic Survey in January 1997..
 MO1149
 MO1149.The orthometric height was scaled from a topographic map.
 MO1149
 MO1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1149
 MO1149.The geoid height was determined by GEOID03.
 MO1149
 MO1149;                    North         East     Units Scale Factor Converg.
 MO1149;SPC WY E     -   127,740.183   251,372.440   MT  0.99996997   +0 24 35.5
 MO1149;UTM  13      - 4,610,865.935   537,476.425   MT  0.99961728   +0 17 56.7
 MO1149
 MO1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1149!SPC WY E     -   0.99973979  x   0.99996997  =   0.99970977
 MO1149!UTM  13      -   0.99973979  x   0.99961728  =   0.99935717
 MO1149
 MO1149:                Primary Azimuth Mark                     Grid Az
 MO1149:SPC WY E     -  HORTON AZ MK                             052 28 28.0
 MO1149:UTM  13      -  HORTON AZ MK                             052 35 06.8
 MO1149
 MO1149|---------------------------------------------------------------------|
 MO1149| PID    Reference Object                     Distance      Geod. Az  |
 MO1149|                                                           dddmmss.s |
 MO1149| CQ4009 HORTON AZ MK                                       0525303.5 |
 MO1149| CQ4010 HORTON RM 1                          15.666 METERS 12005     |
 MO1149| CQ4011 HORTON RM 2                          12.806 METERS 24654     |
 MO1149|---------------------------------------------------------------------|
 MO1149
 MO1149                          SUPERSEDED SURVEY CONTROL
 MO1149
 MO1149  NAD 83(1986)-  41 38 55.14691(N)    104 32 59.82097(W) AD(       ) 2
 MO1149  NAD 27      -  41 38 55.23950(N)    104 32 57.95320(W) AD(       ) 2
 MO1149
 MO1149.Superseded values are not recommended for survey control.
 MO1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1149.See file dsdata.txt to determine how the superseded data were derived.
 MO1149
 MO1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG3747610866(NAD 83)
 MO1149_MARKER: DS = TRIANGULATION STATION DISK
 MO1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1149
 MO1149  HISTORY     - Date     Condition        Report By
 MO1149  HISTORY     - 1963     MONUMENTED       CGS
 MO1149
 MO1149                          STATION DESCRIPTION
 MO1149
 MO1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1149'THE STATION IS 14 MILES EAST AND 7 MILES SOUTH OF CHUGWATER, IN
 MO1149'THE NORTH QUARTER OF SECTION 4, T 19 N, R 64 W. AND ON LAND
 MO1149'OWNED BY MR. HORTON.
 MO1149'
 MO1149'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 MO1149'STATE SECONDARY 0800 ABOUT 4 MILES WEST OF LA GRANGE, GO WEST
 MO1149'ON HIGHWAY 85 FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 MO1149'LEFT AND GO WEST ON A GRAVEL ROAD FOR 9.1 MILES TO A SIDE ROAD
 MO1149'ON THE RIGHT.  CONTINUE WEST ON THE GRAVEL ROAD FOR 4.4 MILES
 MO1149'TO A SCHOOL-HOUSE ON THE RIGHT.  CONTINUE WEST ON A BLADED
 MO1149'ROAD FOR 3.3 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 MO1149'AND GO NORTHERLY ON A BLADED ROAD FOR 2.7 MILES TO THE AZIMUTH
 MO1149'MARK ON THE RIGHT AND A WIRE GATE ON THE LEFT (0.1 MILE SOUTH
 MO1149'OF MR. HORTONS HOME).  TURN LEFT PASS THROUGH THE GATE AND
 MO1149'GO WESTERLY FOR 50 YARDS TO A TRACK ROAD ON THE LEFT.  TURN
 MO1149'LEFT AND GO SOUTH ON THE TRACK ROAD FOR 0.4 MILE TO A
 MO1149'WINDMILL.  PASS TO THE EAST OF THE WINDMILL THENCE BEAR RIGHT
 MO1149'AND GO WEST AND SOUTHWESTERLY ACROSS PASTURE LAND TO THE TOP
 MO1149'OF A PROMINENT HILL AND THE STATION.
 MO1149'
 MO1149'STATION MARKS ARE STANDARD DISKS STAMPED HORTON 1963.  THE
 MO1149'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1149'SURFACE OF THE GROUND.  THE UNDERGROUND DISK IS SET IN AN
 MO1149'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 MO1149'GROUND.
 MO1149'
 MO1149'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HORTON NO 1 1963,
 MO1149'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 MO1149'
 MO1149'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HORTON NO 2 1963,
 MO1149'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 MO1149'
 MO1149'AZIMUTH MARK, A STANDARD DISK STAMPED HORTON 1963, IS SET IN A
 MO1149'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 34 FEET
 MO1149'EAST OF THE CENTER OF THE BLADED ROAD AND 1.5 FEET NORTH OF A
 MO1149'TELEPHONE POLE.
 MO1149'
 MO1149'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0482 ***********************************************************************
 PV0482  DESIGNATION -  HORTON
 PV0482  PID         -  PV0482
 PV0482  STATE/COUNTY-  WY/WESTON
 PV0482  USGS QUAD   -  FOUR CORNERS (1984)
 PV0482
 PV0482                         *CURRENT SURVEY CONTROL
 PV0482  ___________________________________________________________________
 PV0482* NAD 83(1993)-  44 07 25.80053(N)    104 11 10.03510(W)     ADJUSTED  
 PV0482* NAVD 88     -      1784.47   (+/-2cm)    5854.5    (feet)  VERTCON   
 PV0482  ___________________________________________________________________
 PV0482  LAPLACE CORR-           7.42  (seconds)                    DEFLEC99
 PV0482  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 PV0482
 PV0482  HORZ ORDER  -  THIRD
 PV0482  VERT ORDER  -  THIRD ? (See Below)
 PV0482
 PV0482.The horizontal coordinates were established by classical geodetic methods
 PV0482.and adjusted by the National Geodetic Survey in January 1997..
 PV0482
 PV0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0482.The vertical order pertains to the NGVD 29 superseded value.
 PV0482
 PV0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0482
 PV0482.The geoid height was determined by GEOID03.
 PV0482
 PV0482;                    North         East     Units Scale Factor Converg.
 PV0482;SPC WY E     -   402,975.569   278,477.305   MT  1.00001322   +0 40 57.7
 PV0482;UTM  13      - 4,885,948.900   565,116.237   MT  0.99965215   +0 33 59.9
 PV0482
 PV0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0482!SPC WY E     -   0.99972234  x   1.00001322  =   0.99973556
 PV0482!UTM  13      -   0.99972234  x   0.99965215  =   0.99937459
 PV0482
 PV0482:                Primary Azimuth Mark                     Grid Az
 PV0482:SPC WY E     -  OIL                                      249 27 27.7
 PV0482:UTM  13      -  OIL                                      249 34 25.5
 PV0482
 PV0482|---------------------------------------------------------------------|
 PV0482| PID    Reference Object                     Distance      Geod. Az  |
 PV0482|                                                           dddmmss.s |
 PV0482| PV0488 OIL                                 APPROX. 7.9 KM 2500825.4 |
 PV0482|---------------------------------------------------------------------|
 PV0482
 PV0482                          SUPERSEDED SURVEY CONTROL
 PV0482
 PV0482  NAD 83(1986)-  44 07 25.79725(N)    104 11 10.02541(W) AD(       ) 3
 PV0482  NAD 27      -  44 07 25.86548(N)    104 11 08.24384(W) AD(       ) 3
 PV0482  NGVD 29 (07/19/86) 1783.76   (m)         5852.2    (f) LEVELING    3  
 PV0482
 PV0482.Superseded values are not recommended for survey control.
 PV0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0482.See file dsdata.txt to determine how the superseded data were derived.
 PV0482
 PV0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ6511685949(NAD 83)
 PV0482_MARKER: DD = SURVEY DISK
 PV0482_SETTING: 66 = SET IN ROCK OUTCROP
 PV0482_SP_SET: SET IN ROCK OUTCROP
 PV0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0482+STABILITY: POSITION/ELEVATION WELL
 PV0482
 PV0482  HISTORY     - Date     Condition        Report By
 PV0482  HISTORY     - 1957     MONUMENTED       USGS
 PV0482
 PV0482                          STATION DESCRIPTION
 PV0482
 PV0482'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0482'STATION IS ABOUT 1 MI. (AIRLINE) E. OF THE OLD TOWN SITE OF HORTON.
 PV0482'IT IS 4.8 MI. (AIRLINE) NW. OF FOUR CORNERS, WYOMING.  THE STATION
 PV0482'IS ON A BARE HILL AND ON THE W. SIDE OF A FIELD.
 PV0482'
 PV0482'TO REACH FROM FOUR CORNERS, WYOMING, TRAVEL NE. ON STATE HIGHWAY 585
 PV0482'5.0 MI. TO A CROSSROAD.  TURN RIGHT AND FOLLOW OLD LANE FOR 0.2 MI.
 PV0482'TO A GATE.  TURN LEFT AND THEN GO 0.6 MI. NE. ACROSS COUNTRY TO
 PV0482'HIGHEST POINT AND STATION.
 PV0482'
 PV0482'STATION MARK--A STANDARD TABLET STAMPED ---HORTON 1957--- AND SET
 PV0482'IN A ROCK OUTCROP.
 PV0482'
 PV0482'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0386 ***********************************************************************
 OV0386  DESIGNATION -  HOUND
 OV0386  PID         -  OV0386
 OV0386  STATE/COUNTY-  WY/JOHNSON
 OV0386  USGS QUAD   -  BEARTRAP MEADOWS (1976)
 OV0386
 OV0386                         *CURRENT SURVEY CONTROL
 OV0386  ___________________________________________________________________
 OV0386* NAD 83(1993)-  43 57 59.54978(N)    107 00 24.50100(W)     ADJUSTED  
 OV0386* NAVD 88     -      2513.8    (meters)    8247.     (feet)  VERTCON   
 OV0386  ___________________________________________________________________
 OV0386  LAPLACE CORR-         -11.20  (seconds)                    DEFLEC99
 OV0386  GEOID HEIGHT-          -9.91  (meters)                     GEOID03
 OV0386
 OV0386  HORZ ORDER  -  THIRD
 OV0386
 OV0386.The horizontal coordinates were established by classical geodetic methods
 OV0386.and adjusted by the National Geodetic Survey in January 1997..
 OV0386
 OV0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0386
 OV0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0386
 OV0386.The geoid height was determined by GEOID03.
 OV0386
 OV0386;                    North         East     Units Scale Factor Converg.
 OV0386;SPC WYEC     -   485,083.761   426,202.608   MT  0.99994594   +0 13 36.1
 OV0386;UTM  13      - 4,870,114.369   339,014.498   MT  0.99991876   -1 23 36.6
 OV0386
 OV0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0386!SPC WYEC     -   0.99960753  x   0.99994594  =   0.99955349
 OV0386!UTM  13      -   0.99960753  x   0.99991876  =   0.99952632
 OV0386
 OV0386:                Primary Azimuth Mark                     Grid Az
 OV0386:SPC WYEC     -  ONION ET                                 304 20 10.3
 OV0386:UTM  13      -  ONION ET                                 305 57 23.0
 OV0386
 OV0386|---------------------------------------------------------------------|
 OV0386| PID    Reference Object                     Distance      Geod. Az  |
 OV0386|                                                           dddmmss.s |
 OV0386| PW0526 ONION ET                            APPROX. 8.5 KM 3043346.4 |
 OV0386|---------------------------------------------------------------------|
 OV0386
 OV0386                          SUPERSEDED SURVEY CONTROL
 OV0386
 OV0386  NAD 83(1986)-  43 57 59.53408(N)    107 00 24.48531(W) AD(       ) 3
 OV0386  NAD 27      -  43 57 59.66149(N)    107 00 22.24287(W) AD(       ) 3
 OV0386  NGVD 29 (07/19/86) 2512.8    (m)         8244.     (f) VERT ANG       
 OV0386
 OV0386.Superseded values are not recommended for survey control.
 OV0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0386.See file dsdata.txt to determine how the superseded data were derived.
 OV0386
 OV0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ3901470114(NAD 83)
 OV0386_MARKER: DD = SURVEY DISK
 OV0386_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0386_SP_SET: PREFABRICATED CONCRETE POST
 OV0386
 OV0386  HISTORY     - Date     Condition        Report By
 OV0386  HISTORY     - 1959     MONUMENTED       USGS
 OV0386  HISTORY     - 1966     GOOD             USGS
 OV0386
 OV0386                          STATION DESCRIPTION
 OV0386
 OV0386'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0386'STATION IS LOCATED ABOUT 14.3 MI. AIR NW. OF MAYOWORTH, IN THE NW.1/4
 OV0386'OF SEC.7,T.45 N.,R.84 W. AT THE HIGHEST POINT OF A RIDGE ON A LARGE
 OV0386'SANDSTONE OUTCROP.
 OV0386'
 OV0386'TO REACH FROM THE U.S. POST OFFICE, KAYCEE, WYOMING, DRIVE 0.3 MI. N.
 OV0386'ALONG U.S. HIGHWAY 87 TO JUNCTION OF U.S. HIGHWAY 87 AND STATE
 OV0386'SECONDARY 1001, TURN LEFT AND CONTINUE ON STATE SECONDARY 1001 FOR
 OV0386'11.2 MI. TO MAYOWORTH, TURN LEFT AND CONTINUE GENERALLY W. ALONG
 OV0386'COUNTY RD. FOR 2.8 MI. TO RD. JUNCTION, TURN LEFT ON GRADED RD. AND
 OV0386'CONTINUE GENERALLY W.FOR 8.7 MI. TO A Y-RD. JUNCTION, TURN RIGHT AND
 OV0386'CONTINUE N. FOR 4.9 MI. TO A Y-RD. JUNCTION AT BEAR TRAP CREEK, TURN
 OV0386'RIGHT AND CONTINUE N. ALONG MAIN RD. FOR 3.6 MI. TO A SMALL CREEK
 OV0386'CONTINUE N. ALONG RD. FOR 0.4 MI. TO JUNCTION OF RD. AND TRAIL E.
 OV0386'WHICH IS 0.1 MI. S. OF TWO STOCK TANKS, TURN RIGHT AND CONTINUE ALONG
 OV0386'TRACK RD. WHICH PARALLELS FENCE LINE FOR 0.4 MI. TO A GATE, GO THROUGH
 OV0386'GATE AND CONTINUE ALONG RD. FOR 1.4 MI. TO A Y-RD. JUNCTION, TURN
 OV0386'LEFT AND CONTINUE ACROSS COUNTRY FOR 0.1 MI. TO A LARGE SANDSTONE
 OV0386'OUTCROP AND STATION.
 OV0386'
 OV0386'RECOVERED.
 OV0386'
 OV0386'STATION MARK - STANDARD TABLET,STAMPED, ---HOUND 1959---, SET IN TOP
 OV0386'OF IRON PIPE.  PROJECTING 6 IN. ABOVE GROUND.
 OV0386'
 OV0386'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0173 ***********************************************************************
 NS0173  DESIGNATION -  HOUR
 NS0173  PID         -  NS0173
 NS0173  STATE/COUNTY-  WY/FREMONT
 NS0173  USGS QUAD   -  RED CANYON (1978)
 NS0173
 NS0173                         *CURRENT SURVEY CONTROL
 NS0173  ___________________________________________________________________
 NS0173* NAD 83(1993)-  42 33 18.49316(N)    108 22 17.10981(W)     ADJUSTED  
 NS0173* NAVD 88     -      2142.4    (meters)    7029.     (feet)  VERTCON   
 NS0173  ___________________________________________________________________
 NS0173  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 NS0173  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 NS0173
 NS0173  HORZ ORDER  -  THIRD
 NS0173
 NS0173.The horizontal coordinates were established by classical geodetic methods
 NS0173.and adjusted by the National Geodetic Survey in January 1997..
 NS0173
 NS0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0173
 NS0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0173
 NS0173.The geoid height was determined by GEOID03.
 NS0173
 NS0173;                    North         East     Units Scale Factor Converg.
 NS0173;SPC WYWC     -   228,307.210   631,089.673   MT  0.99994939   +0 15 21.7
 NS0173;UTM  12      - 4,714,764.425   715,797.024   MT  1.00017298   +1 46 42.2
 NS0173
 NS0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0173!SPC WYWC     -   0.99966607  x   0.99994939  =   0.99961548
 NS0173!UTM  12      -   0.99966607  x   1.00017298  =   0.99983899
 NS0173
 NS0173:                Primary Azimuth Mark                     Grid Az
 NS0173:SPC WYWC     -  TWIN                                     305 26 53.1
 NS0173:UTM  12      -  TWIN                                     303 55 32.6
 NS0173
 NS0173|---------------------------------------------------------------------|
 NS0173| PID    Reference Object                     Distance      Geod. Az  |
 NS0173|                                                           dddmmss.s |
 NS0173| NS0174 TWIN                                APPROX. 9.2 KM 3054214.8 |
 NS0173|---------------------------------------------------------------------|
 NS0173
 NS0173                          SUPERSEDED SURVEY CONTROL
 NS0173
 NS0173  NAD 83(1986)-  42 33 18.47809(N)    108 22 17.11093(W) AD(       ) 3
 NS0173  NAD 27      -  42 33 18.62611(N)    108 22 14.74381(W) AD(       ) 3
 NS0173  NGVD 29 (07/19/86) 2141.3    (m)         7025.     (f) VERT ANG       
 NS0173
 NS0173.Superseded values are not recommended for survey control.
 NS0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0173.See file dsdata.txt to determine how the superseded data were derived.
 NS0173
 NS0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1579714764(NAD 83)
 NS0173_MARKER: DD = SURVEY DISK
 NS0173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0173
 NS0173  HISTORY     - Date     Condition        Report By
 NS0173  HISTORY     - 1951     MONUMENTED       USGS
 NS0173
 NS0173                          STATION DESCRIPTION
 NS0173
 NS0173'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0173'STATION HOUR LIES APPROXIMATELY 9.68 -AIR- MI. DUE W. OF SWEETWATER
 NS0173'STATION.  STATION LIES ON A ROCKY, GRASSY RIDGE RUNNING SW.
 NS0173'
 NS0173'FROM LANDER CITY LIMIT DRIVE SE. ON HIGHWAY 287 FOR 34 MI. TO CARTER
 NS0173'OIL SIGN.  TURN RIGHT OFF HIGHWAY AND GO .6 MI. AND TURN RIGHT.
 NS0173'AFTER .4 MI. TURN RIGHT.  AFTER .1 MI. TURN LEFT.  PROCEED FOR 1.8 MI.
 NS0173'AND TURN RIGHT AND GO THROUGH GATE.  AFTER 2.1 MI. TURN RIGHT IN A
 NS0173'DRAIN BOTTOM.  TURN AN IMMEADIATELY LEFT.  AFTER .1 MI. TURN RIGHT AND
 NS0173'TURN LEFT AFTER .05 MI. PROCEED 1.5 MI. AROUND HILL TO END OF RD.
 NS0173'DRIVE .1 MI. SE. ACROSS COUNTRY.
 NS0173'
 NS0173'STATION MARK - STANDARD TABLET WELDED INTO 4 IN. IRON PIPE. PROTRUDING
 NS0173'.6 FT. ABOVE GROUND. STATION IS STAMPED ---W.R. HOUR 1951---.
 NS0173'
 NS0173'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1015 ***********************************************************************
 MO1015  DESIGNATION -  HOUSE
 MO1015  PID         -  MO1015
 MO1015  STATE/COUNTY-  WY/GOSHEN
 MO1015  USGS QUAD   -  VETERAN (1990)
 MO1015
 MO1015                         *CURRENT SURVEY CONTROL
 MO1015  ___________________________________________________________________
 MO1015* NAD 83(1993)-  41 52 51.83997(N)    104 28 12.98102(W)     ADJUSTED  
 MO1015* NAVD 88     -      1407.     (meters)    4616.     (feet)  SCALED    
 MO1015  ___________________________________________________________________
 MO1015  LAPLACE CORR-          -9.03  (seconds)                    DEFLEC99
 MO1015  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 MO1015
 MO1015  HORZ ORDER  -  SECOND
 MO1015
 MO1015.The horizontal coordinates were established by classical geodetic methods
 MO1015.and adjusted by the National Geodetic Survey in January 1997..
 MO1015
 MO1015.The orthometric height was scaled from a topographic map.
 MO1015
 MO1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1015
 MO1015.The geoid height was determined by GEOID03.
 MO1015
 MO1015;                    North         East     Units Scale Factor Converg.
 MO1015;SPC WY E     -   153,602.869   257,800.644   MT  0.99997860   +0 27 53.7
 MO1015;UTM  13      - 4,636,706.972   543,952.437   MT  0.99962377   +0 21 13.1
 MO1015
 MO1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1015!SPC WY E     -   0.99978202  x   0.99997860  =   0.99976063
 MO1015!UTM  13      -   0.99978202  x   0.99962377  =   0.99940587
 MO1015
 MO1015|---------------------------------------------------------------------|
 MO1015| PID    Reference Object                     Distance      Geod. Az  |
 MO1015|                                                           dddmmss.s |
 MO1015| CQ4022 HOUSE RM 1                            8.270 METERS 04835     |
 MO1015| MO1012 YODER MUNICIPAL TANK                APPROX.15.1 KM 0750049.0 |
 MO1015| CQ4023 HOUSE RM 2                            7.738 METERS 14425     |
 MO1015| CQ4021 HOUSE AZ MK                                        2135124.9 |
 MO1015|---------------------------------------------------------------------|
 MO1015
 MO1015                          SUPERSEDED SURVEY CONTROL
 MO1015
 MO1015  NAD 83(1986)-  41 52 51.82399(N)    104 28 12.98228(W) AD(       ) 2
 MO1015  NAD 27      -  41 52 51.93200(N)    104 28 11.12600(W) AD(       ) 2
 MO1015
 MO1015.Superseded values are not recommended for survey control.
 MO1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1015.See file dsdata.txt to determine how the superseded data were derived.
 MO1015
 MO1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4395236707(NAD 83)
 MO1015_MARKER: DS = TRIANGULATION STATION DISK
 MO1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1015
 MO1015  HISTORY     - Date     Condition        Report By
 MO1015  HISTORY     - 1963     MONUMENTED       CGS
 MO1015
 MO1015                          STATION DESCRIPTION
 MO1015
 MO1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1015'THE STATION IS 9 MILES WEST AND 2-1/2 MILES SOUTH OF YODER,
 MO1015'IN THE NORTHEAST QUARTER OF SECTION 18, T 22 N, R 63 W, AND
 MO1015'ON PROPERTY OWNED BY MR. E.G. HOUSE.
 MO1015'
 MO1015'TO REACH THE STATION FROM THE CROSSROAD IN THE SOUTHWEST EDGE
 MO1015'OF YODER, GO WEST, SOUTH, AND WESTERLY ON STATE SECONDARY 0801
 MO1015'FOR 4.3 MILES TO A Y-ROAD FORK.  BEAR RIGHT AND GO WEST ON A
 MO1015'PAVED ROAD FOR 3.8 MILES TO A CROSSROAD.  CONTINUE WEST ON
 MO1015'A GRAVEL ROAD FOR 3.05 MILES TO A CROSSROAD.  TURN RIGHT AND
 MO1015'GO NORTH ON A GRAVEL ROAD FOR 0.55 MILE TO A TRACK ROAD ON
 MO1015'THE LEFT, (0.05 MILE SOUTH OF MR. E.G. HOUSES HOME).  TURN
 MO1015'LEFT AND GO WESTERLY ON A TRACK ROAD FOR 0.05 MILE TO A WIRE
 MO1015'GATE.  PASS THROUGH THE WIRE GATE AND GO WESTERLY ON THE
 MO1015'TRACK ROAD FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE
 MO1015'GATE AND GO NORTHWESTERLY ACROSS CULTIVATED FIELD FOR 0.3 MILE
 MO1015'TO THE TOP OF A SMALL GRASSY KNOLL AND THE STATION.
 MO1015'
 MO1015'STATION MARKS ARE STANDARD DISKS STAMPED HOUSE 1963.  THE
 MO1015'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MO1015'3 INCHES.  IT IS 10 FEET SOUTHEAST OF A METAL WITNESS POST.
 MO1015'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 MO1015'36 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1015'
 MO1015'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOUSE NO 1 1963,
 MO1015'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO1015'IT IS 27 FEET EAST OF THE METAL WITNESS POST.
 MO1015'
 MO1015'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOUSE NO 2 1963,
 MO1015'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO1015'IT IS 56.5 FEET SOUTHEAST OF THE METAL WITNESS POST.
 MO1015'
 MO1015'AZIMUTH MARK, A STANDARD DISK STAMPED HOUSE 1963, IS SET IN A
 MO1015'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 57 FEET
 MO1015'SOUTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET EAST OF A METAL
 MO1015'WITNESS POST, AND 1 FOOT NORTH OF A EAST-WEST FENCE.
 MO1015'
 MO1015'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY
 MO1015'ACROSS CULTIVATED FIELD FOR 0.3 MILE TO A WIRE GATE.  PASS
 MO1015'THROUGH THE WIRE GATE AND GO EAST ON A TRACK ROAD FOR 0.2
 MO1015'MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND GO SOUTH
 MO1015'ON A GRAVEL ROAD FOR 0.55 MILE TO A CROSSROAD.  TURN RIGHT
 MO1015'AND GO WEST ON A GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD ON
 MO1015'THE RIGHT AND THE AZIMUTH MARK ON THE LEFT, SOUTH OF THE
 MO1015'GRAVEL ROAD.
 MO1015'
 MO1015'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0504 ***********************************************************************
 PV0504  DESIGNATION -  HOUSTON
 PV0504  PID         -  PV0504
 PV0504  STATE/COUNTY-  WY/CROOK
 PV0504  USGS QUAD   -  THE ROCKS (1984)
 PV0504
 PV0504                         *CURRENT SURVEY CONTROL
 PV0504  ___________________________________________________________________
 PV0504* NAD 83(1993)-  44 23 39.67639(N)    104 34 49.21553(W)     ADJUSTED  
 PV0504* NAVD 88     -      1518.8    (meters)    4983.     (feet)  VERTCON   
 PV0504  ___________________________________________________________________
 PV0504  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 PV0504  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 PV0504
 PV0504  HORZ ORDER  -  THIRD
 PV0504
 PV0504.The horizontal coordinates were established by classical geodetic methods
 PV0504.and adjusted by the National Geodetic Survey in January 1998..
 PV0504
 PV0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0504
 PV0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0504
 PV0504.The geoid height was determined by GEOID03.
 PV0504
 PV0504;                    North         East     Units Scale Factor Converg.
 PV0504;SPC WY E     -   432,732.930   246,711.713   MT  0.99996432   +0 24 36.7
 PV0504;UTM  13      - 4,915,760.082   533,422.407   MT  0.99961374   +0 17 36.9
 PV0504
 PV0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0504!SPC WY E     -   0.99976405  x   0.99996432  =   0.99972838
 PV0504!UTM  13      -   0.99976405  x   0.99961374  =   0.99937788
 PV0504
 PV0504:                Primary Azimuth Mark                     Grid Az
 PV0504:SPC WY E     -  ARCH                                     278 30 11.4
 PV0504:UTM  13      -  ARCH                                     278 37 11.2
 PV0504
 PV0504|---------------------------------------------------------------------|
 PV0504| PID    Reference Object                     Distance      Geod. Az  |
 PV0504|                                                           dddmmss.s |
 PV0504| PV0507 ARCH                                APPROX.12.5 KM 2785448.1 |
 PV0504|---------------------------------------------------------------------|
 PV0504
 PV0504                          SUPERSEDED SURVEY CONTROL
 PV0504
 PV0504  NAD 83(1993)-  44 23 39.67637(N)    104 34 49.21561(W) AD(       ) 3
 PV0504  NAD 83(1986)-  44 23 39.66582(N)    104 34 49.20371(W) AD(       ) 3
 PV0504  NAD 27      -  44 23 39.72505(N)    104 34 47.34802(W) AD(       ) 3
 PV0504  NGVD 29 (07/19/86) 1518.2    (m)         4981.     (f) VERT ANG       
 PV0504
 PV0504.Superseded values are not recommended for survey control.
 PV0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0504.See file dsdata.txt to determine how the superseded data were derived.
 PV0504
 PV0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK3342215760(NAD 83)
 PV0504_MARKER: DD = SURVEY DISK
 PV0504_SETTING: 0 = UNSPECIFIED SETTING
 PV0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0504
 PV0504  HISTORY     - Date     Condition        Report By
 PV0504  HISTORY     - 1953     MONUMENTED       USGS
 PV0504
 PV0504                          STATION DESCRIPTION
 PV0504
 PV0504'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0504'LOCATED ABOUT 10.5 MI. (AIRLINE) WSW. OF SUNDANCE, WYOMING, ABOUT 20.0
 PV0504'MI. (AIRLINE) S. OF HULETT, WYOMING, ON TOP OF RIDGE WHERE HOUSTON
 PV0504'CREEK CHANGES DIRECTION OF FLOW FROM W. TO S., IN T. 51 N, R 65 W,
 PV0504'SEC. 21.
 PV0504'
 PV0504'TO REACH FROM SUNDANCE, WYOMING, PROCEED W. ON U.S. HIGHWAY 14 10.0
 PV0504'MI., THENCE LEFT ON MAIN TRAVELED FIELD RD. 3.8 MI., TURN RIGHT 0.1
 PV0504'MI. DOWN TURN ROW, GO THROUGH GATE AND TURN RIGHT DOWN FENCE LINE 0.1
 PV0504'MI., ANGLE LEFT DOWN OLD COW TRAIL 0.3 MI., GO THROUGH GATE AND DOWN
 PV0504'LEFT SIDE OF FENCE LINE 0.2 MI., THENCE ACROSS DRAIN TO GATE STRAIGHT
 PV0504'AHEAD 0.1 MI., GO THROUGH GATE AND TURN LEFT DOWN RIGHT SIDE OF FENCE
 PV0504'LINE 0.5 MI., GO THROUGH WOVEN WIRE FENCE GATE AND DOWN RIGHT SIDE OF
 PV0504'FENCE 0.1 MI., TURN RIGHT DOWN RIDGE LINE 0.3 MI., STATION IS LOCATED
 PV0504'ON HIGH POINT OF RIDGE NEAR SMALL ROCK CAIRN.
 PV0504'
 PV0504'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED ---HOUSTON 1953 VABM
 PV0504'4980---, CEMENTED IN ORANGEBURG PIPE, PROJECTING 0.1 FT. ABOVE GROUND.
 PV0504'ELEVATION STAMPING WAS ADDED IN 1954.
 PV0504'
 PV0504'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1186 ***********************************************************************
 MO1186  DESIGNATION -  HOWARD
 MO1186  PID         -  MO1186
 MO1186  STATE/COUNTY-  WY/LARAMIE
 MO1186  USGS QUAD   -  GOAT MOUNTAIN (1981)
 MO1186
 MO1186                         *CURRENT SURVEY CONTROL
 MO1186  ___________________________________________________________________
 MO1186* NAD 83(1993)-  41 30 48.51165(N)    105 15 43.77952(W)     ADJUSTED  
 MO1186* NAVD 88     -      2116.4    (meters)    6944.     (feet)  VERTCON   
 MO1186  ___________________________________________________________________
 MO1186  LAPLACE CORR-         -15.43  (seconds)                    DEFLEC99
 MO1186  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 MO1186
 MO1186  HORZ ORDER  -  THIRD
 MO1186
 MO1186.The horizontal coordinates were established by classical geodetic methods
 MO1186.and adjusted by the National Geodetic Survey in January 1997..
 MO1186
 MO1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1186
 MO1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1186
 MO1186.The geoid height was determined by GEOID03.
 MO1186
 MO1186;                    North         East     Units Scale Factor Converg.
 MO1186;SPC WY E     -   112,547.915   192,028.742   MT  0.99993828   -0 03 47.9
 MO1186;UTM  13      - 4,595,793.430   478,123.846   MT  0.99960589   -0 10 25.5
 MO1186
 MO1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1186!SPC WY E     -   0.99967015  x   0.99993828  =   0.99960845
 MO1186!UTM  13      -   0.99967015  x   0.99960589  =   0.99927617
 MO1186
 MO1186:                Primary Azimuth Mark                     Grid Az
 MO1186:SPC WY E     -  CHUG                                     280 50 42.6
 MO1186:UTM  13      -  CHUG                                     280 57 20.2
 MO1186
 MO1186|---------------------------------------------------------------------|
 MO1186| PID    Reference Object                     Distance      Geod. Az  |
 MO1186|                                                           dddmmss.s |
 MO1186| MO1187 CHUG                                APPROX. 3.6 KM 2804654.7 |
 MO1186|---------------------------------------------------------------------|
 MO1186
 MO1186                          SUPERSEDED SURVEY CONTROL
 MO1186
 MO1186  NAD 83(1986)-  41 30 48.49613(N)    105 15 43.77618(W) AD(       ) 3
 MO1186  NAD 27      -  41 30 48.58354(N)    105 15 41.83255(W) AD(       ) 3
 MO1186  NGVD 29 (07/19/86) 2115.4    (m)         6940.     (f) VERT ANG       
 MO1186
 MO1186.Superseded values are not recommended for survey control.
 MO1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1186.See file dsdata.txt to determine how the superseded data were derived.
 MO1186
 MO1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7812495793(NAD 83)
 MO1186_MARKER: DD = SURVEY DISK
 MO1186_SETTING: 66 = SET IN ROCK OUTCROP
 MO1186_SP_SET: SET IN ROCK OUTCROP
 MO1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1186+STABILITY: POSITION/ELEVATION WELL
 MO1186
 MO1186  HISTORY     - Date     Condition        Report By
 MO1186  HISTORY     - 1947     MONUMENTED       USGS
 MO1186
 MO1186                          STATION DESCRIPTION
 MO1186
 MO1186'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1186'LOCATED ABOUT 21.0 MI. NE. OF LARAMIE AND 8.0 MI. NW. OF HORSE CREEK,
 MO1186'IN SEC. 20, T 18 N, R 70 W, ON W. EDGE OF ROLLING MESA AND ABOUT 600
 MO1186'FT. S. OF FENCE LINE.
 MO1186'
 MO1186'TO REACH FROM LARAMIE POST OFFICE, GO N. ON 9TH STREET 2.3 MI. TO RD.
 MO1186'FORK, TAKE RIGHT FORK AND GO 11.1 MI. TO A Y-RD. FORK JUST PAST A
 MO1186'CATTLEGUARD, TAKE LEFT FORK AND GO 1.5 MI. TO RD. FORK, TAKE RIGHT
 MO1186'FORK AND GO E. ALONG N. EDGE OF MEADOW 1.5 MI. TO RD. FORK, TURN LEFT
 MO1186'AND GO N. 3.6 MI. TO RD. FORK, TURN RIGHT AND GO NE. 0.7 MI. TO FORK,
 MO1186'TURN ON MAIN TRAVELED RD. 0.8 MI. TO T-RD. INTERSECTION, TURN LEFT
 MO1186'AND GO N. 2.1 MI. TO A CATTLEGUARD (STATION IS ABOUT DUE N. FROM
 MO1186'THIS POINT).  LEAVE RD. AND GO NE. ACROSS COUNTRY 1.6 MI. TO STATION.
 MO1186'
 MO1186'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP AND STAMPED
 MO1186'---HOWARD 1947---.
 MO1186'
 MO1186'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN A LARGE ROCK,
 MO1186'AT EDGE OF BANK, 149.3 FT. W. OF STATION.
 MO1186'
 MO1186'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN ROCK OUTCROP,
 MO1186'246.5 FT. E. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1275 ***********************************************************************
 PY1275  CBN         -  This is a Cooperative Base Network Control Station.
 PY1275  DESIGNATION -  HSB
 PY1275  PID         -  PY1275
 PY1275  STATE/COUNTY-  WY/PARK
 PY1275  USGS QUAD   -  WHITE LAKE (1986)
 PY1275
 PY1275                         *CURRENT SURVEY CONTROL
 PY1275  ___________________________________________________________________
 PY1275* NAD 83(1993)-  44 44 38.57363(N)    110 15 25.33884(W)     ADJUSTED  
 PY1275* NAVD 88     -      2564.7    (meters)    8414.     (feet)  GPS OBS   
 PY1275  ___________________________________________________________________
 PY1275  X           -  -1,571,712.720 (meters)                     COMP
 PY1275  Y           -  -4,258,702.566 (meters)                     COMP
 PY1275  Z           -   4,468,990.462 (meters)                     COMP
 PY1275  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 PY1275  ELLIP HEIGHT-        2556.56  (meters)          (09/07/01) GPS OBS
 PY1275  GEOID HEIGHT-          -8.31  (meters)                     GEOID03
 PY1275
 PY1275  HORZ ORDER  -  B
 PY1275  ELLP ORDER  -  FOURTH    CLASS I
 PY1275
 PY1275.The horizontal coordinates were established by GPS observations
 PY1275.and adjusted by the National Geodetic Survey in May 1992..
 PY1275
 PY1275.The orthometric height was determined by GPS observations and a
 PY1275.high-resolution geoid model.
 PY1275
 PY1275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1275
 PY1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1275
 PY1275.The ellipsoidal height was determined by GPS observations
 PY1275.and is referenced to NAD 83.
 PY1275
 PY1275.The geoid height was determined by GEOID03.
 PY1275
 PY1275;                    North         East     Units Scale Factor Converg.
 PY1275;SPC WYWC     -   472,527.434   480,654.255   MT  1.00011259   -1 03 39.6
 PY1275;UTM  12      - 4,954,786.493   558,816.860   MT  0.99964254   +0 31 22.9
 PY1275
 PY1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1275!SPC WYWC     -   0.99959931  x   1.00011259  =   0.99971186
 PY1275!UTM  12      -   0.99959931  x   0.99964254  =   0.99924200
 PY1275
 PY1275                          SUPERSEDED SURVEY CONTROL
 PY1275
 PY1275  ELLIP H (05/15/92) 2556.65   (m)                       GP(       ) 4 2
 PY1275  NAD 83(1993)-  44 44 38.56488(N)    110 15 25.32041(W) AD(       ) 1
 PY1275  NGVD 29 (04/22/91) 2563.4    (m)         8410.     (f) GPS OBS        
 PY1275
 PY1275.Superseded values are not recommended for survey control.
 PY1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1275.See file dsdata.txt to determine how the superseded data were derived.
 PY1275
 PY1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5881754786(NAD 83)
 PY1275_MARKER: DH = HORIZONTAL CONTROL DISK
 PY1275_SETTING: 0 = UNSPECIFIED SETTING
 PY1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1275+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1275
 PY1275  HISTORY     - Date     Condition        Report By
 PY1275  HISTORY     - 1987     MONUMENTED       UNAVCO
 PY1275
 PY1275                          STATION DESCRIPTION
 PY1275
 PY1275'DESCRIBED BY UNAVCO UCAR 1987 (RBS)
 PY1275'THIS STATION WAS SET AND OCCUPIED BY UNAVCO PERSONNEL DURING THIS
 PY1275'PROJECT.
 PY1275'NO DESCRIPTIVE DATA COULD BE FOUND OR OBTAINED BY THIS PARTY AT THIS
 PY1275'TIME.
 PY1275'
 PY1275'STATION WAS REACHED BY HELICOPTER.
 PY1275'
 PY1275'THE STATION IS A STANDARD NGS DISK SCRATCHED---HSB---.  SETTING IS
 PY1275'UNKNOWN, ASSUMED TO BE SET IN A ROCK OUTCROP.
 PY1275'
 PY1275'STATION WAS ESTABLISHED BY UNIVERSITY OF UTAH PERSONNEL.
 PY1275'CONTACT DR. ROBERT SMITH OR CHUCK MEERTENS, DEPT. OF GEOLOGY AND
 PY1275'GEOPHYSICS, COLLEGE OF MINES AND MINERAL INDUSTRIES, UNIVERSITY OF
 PY1275'UTAH, 717 W.C. BROWING BLDG., SALT LAKE CITY, UTAH  84112.
 PY1275'PHONE NUMBER 801-581-7129.
 PY1275'
 PY1275'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1275'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1275'
 PY1275'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2126 ***********************************************************************
 AA2126  FBN         -  This is a Federal Base Network Control Station.
 AA2126  DESIGNATION -  HSWYGPS 44
 AA2126  PID         -  AA2126
 AA2126  STATE/COUNTY-  WY/HOT SPRINGS
 AA2126  USGS QUAD   -  HILLBERRY RIM (1951)
 AA2126
 AA2126                         *CURRENT SURVEY CONTROL
 AA2126  ___________________________________________________________________
 AA2126* NAD 83(1993)-  44 00 47.29895(N)    108 40 11.02384(W)     ADJUSTED  
 AA2126* NAVD 88     -      1689.1    (meters)    5542.     (feet)  GPS OBS   
 AA2126  ___________________________________________________________________
 AA2126  X           -  -1,471,130.849 (meters)                     COMP
 AA2126  Y           -  -4,353,841.974 (meters)                     COMP
 AA2126  Z           -   4,410,306.823 (meters)                     COMP
 AA2126  LAPLACE CORR-         -13.39  (seconds)                    DEFLEC99
 AA2126  ELLIP HEIGHT-        1676.96  (meters)          (02/28/01) GPS OBS
 AA2126  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 AA2126
 AA2126  HORZ ORDER  -  B
 AA2126  ELLP ORDER  -  SECOND    CLASS I
 AA2126
 AA2126.The horizontal coordinates were established by GPS observations
 AA2126.and adjusted by the National Geodetic Survey in October 1994..
 AA2126
 AA2126.The orthometric height was determined by GPS observations and a
 AA2126.high-resolution geoid model.
 AA2126
 AA2126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2126
 AA2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2126
 AA2126.The ellipsoidal height was determined by GPS observations
 AA2126.and is referenced to NAD 83.
 AA2126
 AA2126.The geoid height was determined by GEOID03.
 AA2126
 AA2126;                    North         East     Units Scale Factor Converg.
 AA2126;SPC WYWC     -   390,212.222   606,436.421   MT  0.99993801   +0 03 20.8
 AA2126;UTM  12      - 4,875,972.093   686,788.038   MT  1.00002913   +1 37 10.5
 AA2126
 AA2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2126!SPC WYWC     -   0.99973711  x   0.99993801  =   0.99967514
 AA2126!UTM  12      -   0.99973711  x   1.00002913  =   0.99976624
 AA2126
 AA2126                          SUPERSEDED SURVEY CONTROL
 AA2126
 AA2126  ELLIP H (10/19/94) 1677.02   (m)                       GP(       ) 4 1
 AA2126
 AA2126.Superseded values are not recommended for survey control.
 AA2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2126.See file dsdata.txt to determine how the superseded data were derived.
 AA2126
 AA2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP8678875972(NAD 83)
 AA2126_MARKER: DD = SURVEY DISK
 AA2126_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AA2126_STAMPING: HSWYGPS 44 1993
 AA2126_MARK LOGO: WYDT  
 AA2126_PROJECTION: FLUSH
 AA2126_MAGNETIC: I = MARKER IS A STEEL ROD
 AA2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2126+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 AA2126_ROD/PIPE-DEPTH: 3.5  meters
 AA2126_SLEEVE-DEPTH  : 1 meters
 AA2126
 AA2126  HISTORY     - Date     Condition        Report By
 AA2126  HISTORY     - 1993     MONUMENTED       WYDT
 AA2126  HISTORY     - 19991013 GOOD             NGS
 AA2126
 AA2126                          STATION DESCRIPTION
 AA2126
 AA2126'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1993 (RR)
 AA2126'STATION IS LOCATED ABOUT 61 KM (37.90 MI) NORTHWEST OF THERMOPOLIS, 23
 AA2126'KM (14.30 MI) SOUTHEAST OF MEETEETSE, ALONG STATE HIGHWAY 120, 0.6 KM
 AA2126'(0.35 MI) SOUTHEAST OF THE HIGHWAY BRIDGE OVER GOOSEBERRY CREEK, AT
 AA2126'THE GOOSEBERRY REST AREA, IN A LAWN AT THE PARKING AREA.
 AA2126'OWNERSHIP--STATE HIGHWAY DEPARTMENT. TO REACH FROM THE JUNCTION OF US
 AA2126'HIGHWAY 20 AND STATE HIGHWAYS 120 AND 789 IN THERMOPOLIS, GO NORTHWEST
 AA2126'ON HIGHWAY 120 FOR 61.0 KM (37.90 MI) TO THE REST AREA ENTRANCE ON THE
 AA2126'RIGHT.  BEAR RIGHT ON ROAD FOR 0.05 KM (0.05 MI) TO A FORK.  BEAR
 AA2126'RIGHT FOR 0.12 KM (0.05 MI) TO THE STATION ON THE LEFT IN THE INNER
 AA2126'CIRCLE OF THE PARKING AREA. STATION MARK IS A DISK ON A ROD ENCASED IN
 AA2126'PIPE WITH LOGO CAP SET IN CONCRETE FLUSH WITH THE GROUND.  IT IS 22.7
 AA2126'M (74.5 FT) NORTH OF A LIGHT POLE, 12.4 M (40.7 FT) SOUTHEAST OF A
 AA2126'LIGHT POLE, 3.1 M (10.2 FT) SOUTHWEST OF THE BACK OF THE CURB, 0.6 M
 AA2126'(2.0 FT) NORTHWEST OF A METAL WITNESS POST SANS SIGN, AND 0.7 M (2.3
 AA2126'FT) SOUTHEAST OF A METAL WITNESS POST SANS SIGN. DESCRIBED BY WHD.
 AA2126'TYPED BY GRH.
 AA2126
 AA2126                          STATION RECOVERY (1999)
 AA2126
 AA2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA2126'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 AA2126'CONDITION, NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT
 AA2126'61.15 KM (38.00 MI) NORTHWEST OF THERMOPOLIS, 23.49 KM (14.60 MI)
 AA2126'SOUTHEAST OF MEETEETSE AT HIGHWAY MILE POST 37, 0.56 KM (0.35 MI)
 AA2126'SOUTHEAST OF THE STATE HIGHWAY 120 BRIDGE OVER GOOSEBERRY CREEK, AT
 AA2126'THE GOOSEBERRY CREEK REST AREA IN THE EAST SIDE OF THE LAWN OF THE
 AA2126'LARGE CURBED CIRCLE FOR THE ENTRANCE AND EXIT DRIVE AND WEST AND
 AA2126'ACROSS THE ENTRANCE DRIVE FROM A PARKING SIGN--CARS--TRAILERS.
 AA2126'OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 AA2126'FROM THE JUNCTION OF STATE HIGHWAY 120 AND COUNTY HIGHWAY 290 ABOUT IN
 AA2126'THE CENTER OF MEETEETSE GO SOUTHEAST ON HIGHWAY 120 FOR 23.49 KM
 AA2126'(14.60 MI) TO THE ENTRANCE OF THE GOOSEBERRY REST AREA ON THE LEFT,
 AA2126'TURN LEFT, NORTHEAST INTO THE ENTRANCE ROAD AND BEAR RIGHT (ONE WAY)
 AA2126'ON THE ENTRANCE ROAD FOR 0.08 KM (0.05 MI) TO THE SOUTHEAST END OF THE
 AA2126'LARGE CONCRETE CURBED CIRCLE OF LAWN, BEAR LEFT, NORTHWEST ON THE ROAD
 AA2126'FOR ABOUT 22.86 M (75.00 FT) TO A PARKING SIGN--CARS--TRAILERS AND THE
 AA2126'STATION ON THE LEFT 3.1 M (10.2 FT) SOUTHWEST OF THE CONCRETE CURB OF
 AA2126'THE CIRCLE.  THE STATION IS A WYDOT SURVEY DISK ON THE TOP OF AN
 AA2126'ALUMINUM ALLOY ROD IN A SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH A
 AA2126'LOGO CAP (NOT INSCRIBED) , SURROUNDED BY CONCRETE FLUSH WITH THE LAWN.
 AA2126'LOCATED 16.76 M (54.99 FT) WEST AND ACROSS THE ENTRANCE ROAD FROM A
 AA2126'PARKING SIGN--CARS--TRAILERS, 21.52 M (70.60 FT) NORTH OF A LIGHT POLE
 AA2126'LOCATED AT THE SOUTHEAST END OF THE CIRCLE, 12.4 M (40.7 FT) SOUTHEAST
 AA2126'OF A LIGHT POLE 3.1 M (10.2 FT) SOUTHWEST OF THE CONCRETE CURB OF THE
 AA2126'CIRCLE AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1244 ***********************************************************************
 PY1244  DESIGNATION -  HUCKLEBERRY
 PY1244  PID         -  PY1244
 PY1244  STATE/COUNTY-  WY/TETON
 PY1244  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1996)
 PY1244
 PY1244                         *CURRENT SURVEY CONTROL
 PY1244  ___________________________________________________________________
 PY1244* NAD 83(1993)-  44 05 17.27775(N)    110 36 01.08542(W)     ADJUSTED  
 PY1244* NAVD 88     -      2932.2    (meters)    9620.     (feet)  VERTCON   
 PY1244  ___________________________________________________________________
 PY1244  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 PY1244  GEOID HEIGHT-          -8.41  (meters)                     GEOID03
 PY1244
 PY1244  HORZ ORDER  -  THIRD
 PY1244
 PY1244.The horizontal coordinates were established by classical geodetic methods
 PY1244.and adjusted by the National Geodetic Survey in January 1997..
 PY1244
 PY1244.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1244
 PY1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1244
 PY1244.The geoid height was determined by GEOID03.
 PY1244
 PY1244;                    North         East     Units Scale Factor Converg.
 PY1244;SPC WY W     -   498,671.358   758,599.947   MT  0.99995857   -0 21 34.9
 PY1244;UTM  12      - 4,881,739.277   531,998.006   MT  0.99961259   +0 16 41.2
 PY1244
 PY1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1244!SPC WY W     -   0.99954175  x   0.99995857  =   0.99950034
 PY1244!UTM  12      -   0.99954175  x   0.99961259  =   0.99915452
 PY1244
 PY1244:                Primary Azimuth Mark                     Grid Az
 PY1244:SPC WY W     -  FLAGG                                    284 29 27.9
 PY1244:UTM  12      -  FLAGG                                    283 51 11.8
 PY1244
 PY1244|---------------------------------------------------------------------|
 PY1244| PID    Reference Object                     Distance      Geod. Az  |
 PY1244|                                                           dddmmss.s |
 PY1244| PY1245 FLAGG                               APPROX. 9.6 KM 2840753.0 |
 PY1244|---------------------------------------------------------------------|
 PY1244
 PY1244                          SUPERSEDED SURVEY CONTROL
 PY1244
 PY1244  NAD 83(1993)-  44 05 17.27156(N)    110 36 01.08498(W) AD(       ) 3
 PY1244  NAD 83(1986)-  44 05 17.26972(N)    110 36 01.07400(W) AD(       ) 3
 PY1244  NAD 27      -  44 05 17.48543(N)    110 35 58.34660(W) AD(       ) 3
 PY1244  NGVD 29 (07/19/86) 2930.8    (m)         9615.     (f) VERT ANG       
 PY1244
 PY1244.Superseded values are not recommended for survey control.
 PY1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1244.See file dsdata.txt to determine how the superseded data were derived.
 PY1244
 PY1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3199881739(NAD 83)
 PY1244
 PY1244  HISTORY     - Date     Condition        Report By
 PY1244  HISTORY     - UNK      MONUMENTED
 PY1244  HISTORY     - 1956     POOR             USGS
 PY1244
 PY1244                          STATION DESCRIPTION
 PY1244
 PY1244'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY1244'STATION LOCATED ABOUT 5 MI. (AIRLINE) SE. OF S. ENTRANCE OF
 PY1244'YELLOWSTONE PARK, WYOMING, AND ON THE N. END OF HUCKLEBERRY MOUNTAIN,
 PY1244'ABOUT 0.25 MI. N. OF HUCKLEBERRY LOOKOUT STATION.
 PY1244'
 PY1244'TO REACH FROM S. ENTRANCE, YELLOWSTONE PARK, WYOMING, PROCEED S. ON
 PY1244'U.S. HIGHWAY 89 2.8 MI. JUST ACROSS BRIDGE OVER SNAKE RIVER TO RD. ON
 PY1244'LEFT.  TAKE LEFT RD. 0.6 MI. E. TO END OF TRUCK TRAVEL.  FROM THIS
 PY1244'POINT TAKE MARKED FOREST SERVICE TRAIL GENERALLY E. FOR ABOUT 7 MI.
 PY1244'TO WHERE TRAIL CIRCLES BASIN AND CROSSES SADDLE ON HIGH RIDGE.  FROM
 PY1244'THIS POINT STATION IS ABOUT 0.25 MI. S. ON HIGH END OF RIDGE.  LEAVE
 PY1244'TRAIL AND PACK UP RIDGE TO POINT AND STATION SITE.  A 3 HOUR PACK.
 PY1244'
 PY1244'RECOVERED AND REVISED AS FOLLOWS
 PY1244'
 PY1244'THE STANDARD TABLET IS BROKEN OFF AT THE TOP OF AN IRON PIPE
 PY1244'PROJECTING 0.5 FT. ABOVE THE GROUND.  THE PRONG FROM THE TABLET IS
 PY1244'IN PLACE INSIDE THE IRON PIPE.  THE IRON PIPE IS STILL SOLID IN THE
 PY1244'GROUND.
 PY1244'
 PY1244'STATION MARK--STANDARD TABLET, STAMPED ---HUCKLEBERRY 1955---, IN TOP
 PY1244'OF AN IRON PIPE PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1242 ***********************************************************************
 PY1242  DESIGNATION -  HUCKLEBERRY MTN LOOKOUT HOUSE
 PY1242  PID         -  PY1242
 PY1242  STATE/COUNTY-  WY/TETON
 PY1242  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1996)
 PY1242
 PY1242                         *CURRENT SURVEY CONTROL
 PY1242  ___________________________________________________________________
 PY1242* NAD 83(1993)-  44 04 57.91676(N)    110 35 51.76271(W)     ADJUSTED  
 PY1242* NAVD 88     -                                                        
 PY1242  ___________________________________________________________________
 PY1242  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 PY1242  GEOID HEIGHT-          -8.40  (meters)                     GEOID03
 PY1242
 PY1242  HORZ ORDER  -  THIRD
 PY1242
 PY1242.The horizontal coordinates were established by classical geodetic methods
 PY1242.and adjusted by the National Geodetic Survey in January 1997..
 PY1242
 PY1242
 PY1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1242
 PY1242.The geoid height was determined by GEOID03.
 PY1242
 PY1242;                    North         East     Units Scale Factor Converg.
 PY1242;SPC WY W     -   498,072.519   758,803.599   MT  0.99995837   -0 21 28.3
 PY1242;UTM  12      - 4,881,142.949   532,208.239   MT  0.99961276   +0 16 47.5
 PY1242
 PY1242                          SUPERSEDED SURVEY CONTROL
 PY1242
 PY1242  NAD 83(1993)-  44 04 57.91066(N)    110 35 51.76293(W) AD(       ) 4
 PY1242  NAD 83(1986)-  44 04 57.90551(N)    110 35 51.75477(W) AD(       ) 4
 PY1242  NAD 27      -  44 04 58.10000(N)    110 35 49.02000(W) AD(       ) 3
 PY1242
 PY1242.Superseded values are not recommended for survey control.
 PY1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1242.See file dsdata.txt to determine how the superseded data were derived.
 PY1242
 PY1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3220881143(NAD 83)
 PY1242_MARKER: 73 = LOOKOUT HOUSE
 PY1242
 PY1242  HISTORY     - Date     Condition        Report By
 PY1242  HISTORY     - 1950     FIRST OBSERVED   CGS
 PY1242
 PY1242                          STATION DESCRIPTION
 PY1242
 PY1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PY1242'STATION IS THE TOP CENTER OF THE LOOKOUT HOUSE LOCATED AT THE
 PY1242'SUMMIT OF HUCKLEBERRY MTN., WHICH IS ABOUT 15.5 MILES NORTH OF
 PY1242'MORAN AND 3.5 MILES EAST OF U.S. HIGHWAY 89.  THE LOOKOUT HOUSE
 PY1242'IS A ONE-STORY STONE BUILDING.  THE APEX OF THE ROOF WAS
 PY1242'THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0236 ***********************************************************************
 NS0236  DESIGNATION -  HUDSON
 NS0236  PID         -  NS0236
 NS0236  STATE/COUNTY-  WY/FREMONT
 NS0236  USGS QUAD   -  HUDSON (1978)
 NS0236
 NS0236                         *CURRENT SURVEY CONTROL
 NS0236  ___________________________________________________________________
 NS0236* NAD 83(1993)-  42 54 27.53240(N)    108 31 13.31046(W)     ADJUSTED  
 NS0236* NAVD 88     -      1629.9    (meters)    5347.     (feet)  VERTCON   
 NS0236  ___________________________________________________________________
 NS0236  LAPLACE CORR-          -8.03  (seconds)                    DEFLEC99
 NS0236  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 NS0236
 NS0236  HORZ ORDER  -  THIRD
 NS0236
 NS0236.The horizontal coordinates were established by classical geodetic methods
 NS0236.and adjusted by the National Geodetic Survey in January 1997..
 NS0236
 NS0236.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0236
 NS0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0236
 NS0236.The geoid height was determined by GEOID03.
 NS0236
 NS0236;                    North         East     Units Scale Factor Converg.
 NS0236;SPC WYWC     -   267,420.437   618,751.591   MT  0.99994182   +0 09 22.8
 NS0236;UTM  12      - 4,753,542.365   702,418.190   MT  1.00010409   +1 41 19.5
 NS0236
 NS0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0236!SPC WYWC     -   0.99974654  x   0.99994182  =   0.99968837
 NS0236!UTM  12      -   0.99974654  x   1.00010409  =   0.99985060
 NS0236
 NS0236:                Primary Azimuth Mark                     Grid Az
 NS0236:SPC WYWC     -  RIVERTON MUNICIPAL TANK                  038 20 39.2
 NS0236:UTM  12      -  RIVERTON MUNICIPAL TANK                  036 48 42.5
 NS0236
 NS0236|---------------------------------------------------------------------|
 NS0236| PID    Reference Object                     Distance      Geod. Az  |
 NS0236|                                                           dddmmss.s |
 NS0236| OW0271 RIVERTON MUNICIPAL TANK             APPROX.16.6 KM 0383002.0 |
 NS0236| CP5557 HUDSON AZ MK                                       0422702.0 |
 NS0236| CP5558 HUDSON RM 1                           9.480 METERS 08212     |
 NS0236| CP5559 HUDSON RM 2                          10.050 METERS 21912     |
 NS0236|---------------------------------------------------------------------|
 NS0236
 NS0236                          SUPERSEDED SURVEY CONTROL
 NS0236
 NS0236  NAD 83(1986)-  42 54 27.51431(N)    108 31 13.31843(W) AD(       ) 3
 NS0236  NAD 27      -  42 54 27.65100(N)    108 31 10.93000(W) AD(       ) 3
 NS0236  NGVD 29 (11/06/89) 1628.9    (m)         5344.     (f) VERT ANG       
 NS0236
 NS0236.Superseded values are not recommended for survey control.
 NS0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0236.See file dsdata.txt to determine how the superseded data were derived.
 NS0236
 NS0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0241853542(NAD 83)
 NS0236_MARKER: DS = TRIANGULATION STATION DISK
 NS0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0236
 NS0236  HISTORY     - Date     Condition        Report By
 NS0236  HISTORY     - 1936     MONUMENTED       CGS
 NS0236  HISTORY     - 1950     GOOD             USGS
 NS0236
 NS0236                          STATION DESCRIPTION
 NS0236
 NS0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0236'ABOUT 4 MILES AIR LINE EAST OF HUDSON, ON MESA.  TO REACH FROM
 NS0236'HUDSON--FOLLOW U.S. HIGHWAY 287 NORTHERLY 2.2 MILES.  TURN
 NS0236'RIGHT ONTO DIRT ROAD AND GO 0.1 MILE.  TURN LEFT ON DIRT ROAD
 NS0236'TO T-FORK AND GO 1.4 MILES TO POINT OPPOSITE WHITE HOUSE.
 NS0236'TURN RIGHT AND FOLLOW DIM ROAD WHICH LEADS DIRECTLY AWAY FROM
 NS0236'HOUSE AND TOWARDS AND UP HILL TO MESA, 0.8 MILE TO AZIMUTH
 NS0236'MARK ON RIGHT OF ROAD.  CONTINUE 0.2 MILE, TURN RIGHT OFF ROAD,
 NS0236'AND GO OBLIQUELY ABOUT 100 YARDS TO STATION ON SMALL KNOLL.
 NS0236'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 NS0236'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 NS0236'DISKS IN CONCRETE.  NO. 1 IS 9.480 METERS (31.10 FEET)
 NS0236'EAST OF STATION N 82 DEG 12 MIN E.  NO. 2 IS 10.050
 NS0236'METERS (32.97 FEET) SOUTHWEST S 39 DEG 12 MIN W.  AND
 NS0236'AZIMUTH MARK (SEE ABOVE) IS ABOUT 1/4 MILE NORTHEAST FROM
 NS0236'STATION N 42 DEG 27 MIN E.  BEARING FROM
 NS0236'STATION TO RIVERTON, MUNICIPAL WATER TANK, FINIAL IS N 38 DEG
 NS0236'30 MIN E.
 NS0236
 NS0236                          STATION RECOVERY (1950)
 NS0236
 NS0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NS0236'STATION MARK--STANDARD DISK IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0560 ***********************************************************************
 PW0560  DESIGNATION -  HUDSON
 PW0560  PID         -  PW0560
 PW0560  STATE/COUNTY-  WY/BIG HORN
 PW0560  USGS QUAD   -  LEAVITT RESERVOIR (1993)
 PW0560
 PW0560                         *CURRENT SURVEY CONTROL
 PW0560  ___________________________________________________________________
 PW0560* NAD 83(1993)-  44 43 39.53217(N)    107 45 26.27614(W)     ADJUSTED  
 PW0560* NAVD 88     -      3099.5    (meters)   10169.     (feet)  VERTCON   
 PW0560  ___________________________________________________________________
 PW0560  LAPLACE CORR-          18.22  (seconds)                    DEFLEC99
 PW0560  GEOID HEIGHT-          -9.54  (meters)                     GEOID03
 PW0560
 PW0560  HORZ ORDER  -  FIRST
 PW0560
 PW0560.The horizontal coordinates were established by classical geodetic methods
 PW0560.and adjusted by the National Geodetic Survey in January 1997..
 PW0560
 PW0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0560
 PW0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0560
 PW0560.The geoid height was determined by GEOID03.
 PW0560
 PW0560;                    North         East     Units Scale Factor Converg.
 PW0560;SPC WYEC     -   569,687.462   366,415.765   MT  0.99995136   -0 17 54.1
 PW0560;UTM  13      - 4,956,395.003   281,654.691   MT  1.00018629   -1 56 28.2
 PW0560
 PW0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0560!SPC WYEC     -   0.99951576  x   0.99995136  =   0.99946714
 PW0560!UTM  13      -   0.99951576  x   1.00018629  =   0.99970196
 PW0560
 PW0560|---------------------------------------------------------------------|
 PW0560| PID    Reference Object                     Distance      Geod. Az  |
 PW0560|                                                           dddmmss.s |
 PW0560| CQ6760 HUDSON RM 1                           9.320 METERS 04458     |
 PW0560| CQ6759 HUDSON AZ MK                                       0975807.6 |
 PW0560| CQ6761 HUDSON RM 2                           9.821 METERS 16812     |
 PW0560|---------------------------------------------------------------------|
 PW0560
 PW0560                          SUPERSEDED SURVEY CONTROL
 PW0560
 PW0560  NAD 83(1986)-  44 43 39.52027(N)    107 45 26.26413(W) AD(       ) 1
 PW0560  NAD 27      -  44 43 39.65910(N)    107 45 23.92360(W) AD(       ) 1
 PW0560  NGVD 29 (07/19/86) 3098.3    (m)        10165.     (f) VERT ANG       
 PW0560
 PW0560.Superseded values are not recommended for survey control.
 PW0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0560.See file dsdata.txt to determine how the superseded data were derived.
 PW0560
 PW0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK8165556395(NAD 83)
 PW0560_MARKER: DS = TRIANGULATION STATION DISK
 PW0560_SETTING: 66 = SET IN ROCK OUTCROP
 PW0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0560+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2003
 PW0560
 PW0560  HISTORY     - Date     Condition        Report By
 PW0560  HISTORY     - 1957     MONUMENTED       CGS
 PW0560  HISTORY     - 20030324 GOOD             MNDT
 PW0560
 PW0560                          STATION DESCRIPTION
 PW0560
 PW0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0560'STATION IS ABOUT 17 MILES NORTH AND 15 MILES EAST OF GREYBULL, 3
 PW0560'MILES SOUTH OF STATE HIGHWAY 14, IN BIG HORN NATIONAL FOREST, AT
 PW0560'HEAD OF WALLROCK CREEK TO NORTHEAST AND HUDSON FALLS CREEK
 PW0560'TO SOUTHWEST AND ON THE HIGHEST POINT OF HUNT MOUNTAIN.
 PW0560'
 PW0560'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND WYOMING STATE
 PW0560'ROUTE 14, (LOCALLY KNOWN AS BURGESS JUNCTION) ABOUT 26 MILES
 PW0560'SOUTHWEST OF DAYTON, GO WESTERLY ON STATE HIGHWAY 14 FOR 12.95
 PW0560'MILES TO A DIRT ROAD LEFT AT A SIGN HUNT MOUNTAIN ROAD.  TURN
 PW0560'LEFT, AS PER SIGN, AND GO SOUTHERLY 0.1 MILE TO FORK AT A SMALL
 PW0560'CORRAL.  TAKE LEFT FORK, MAIN ROAD, AND FOLLOW PLAIN TRACK ROAD
 PW0560'SOUTHERLY FOR 2.75 MILES TO A LARGE ROCK OUTCROP A SHORT
 PW0560'DISTANCE TO THE RIGHT, BEAR RIGHT ACROSS PRAIRIE AND GO
 PW0560'SOUTHERLY FOR 0.15 MILE TO AZIMUTH MARK IN LARGE ROCK OUTCROP.
 PW0560'CONTINUE IN A SOUTHWESTERLY DIRECTION 0.65 MILE TO THE
 PW0560'HIGHEST POINT OF THE HILL AND STATION.
 PW0560'
 PW0560'STATION MARK IS A STANDARD DISK, STAMPED HUDSON 1957.  IT IS
 PW0560'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND 53 FEET
 PW0560'EAST-SOUTHEAST OF A LARGE, SQUARE ROCK OUTCROP, A 4 IN X 4 IN
 PW0560'WHITE WITNESS POST WAS SET 8 FEET SOUTHWEST OF THE MARK.
 PW0560'
 PW0560'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HUDSON NO 1 1957.
 PW0560'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND 60
 PW0560'FEET EAST OF THE OUTCROP.
 PW0560'
 PW0560'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HUDSON NO 2 1957.
 PW0560'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND 81
 PW0560'FEET SOUTHEAST OF THE OUTCROP.
 PW0560'
 PW0560'AZIMUTH MARK IS A STANDARD DISK, STAMPED HUDSON 1957.  IT IS
 PW0560'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP WHICH PROJECTS
 PW0560'ABOUT 8 FEET.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 6 FEET
 PW0560'EAST OF THE MARK.
 PW0560'
 PW0560'HUNT (U.S.G.S.) IS A COPPER BOLT SET IN A DRILL HOLE IN BEDROCK
 PW0560'AND IS NOT STAMPED.  THE MARK IS LOOSE IN THE ROCK.
 PW0560
 PW0560                          STATION RECOVERY (2003)
 PW0560
 PW0560'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JWS)
 PW0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0521 ***********************************************************************
 PV0521  DESIGNATION -  HULETT
 PV0521  PID         -  PV0521
 PV0521  STATE/COUNTY-  WY/CROOK
 PV0521  USGS QUAD   -  HULETT (1984)
 PV0521
 PV0521                         *CURRENT SURVEY CONTROL
 PV0521  ___________________________________________________________________
 PV0521* NAD 83(1993)-  44 41 47.92374(N)    104 37 19.46405(W)     ADJUSTED  
 PV0521* NAVD 88     -      1304.58   (+/-2cm)    4280.1    (feet)  VERTCON   
 PV0521  ___________________________________________________________________
 PV0521  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 PV0521  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 PV0521
 PV0521  HORZ ORDER  -  THIRD
 PV0521  VERT ORDER  -  THIRD ? (See Below)
 PV0521
 PV0521.The horizontal coordinates were established by classical geodetic methods
 PV0521.and adjusted by the National Geodetic Survey in January 1998..
 PV0521
 PV0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0521.The vertical order pertains to the NGVD 29 superseded value.
 PV0521
 PV0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0521
 PV0521.The geoid height was determined by GEOID03.
 PV0521
 PV0521;                    North         East     Units Scale Factor Converg.
 PV0521;SPC WY E     -   466,299.344   243,162.744   MT  0.99996040   +0 22 59.0
 PV0521;UTM  13      - 4,949,321.916   529,943.158   MT  0.99961103   +0 15 56.9
 PV0521
 PV0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0521!SPC WY E     -   0.99979769  x   0.99996040  =   0.99975810
 PV0521!UTM  13      -   0.99979769  x   0.99961103  =   0.99940880
 PV0521
 PV0521:                Primary Azimuth Mark                     Grid Az
 PV0521:SPC WY E     -  MEDICINE                                 033 13 03.5
 PV0521:UTM  13      -  MEDICINE                                 033 20 05.6
 PV0521
 PV0521|---------------------------------------------------------------------|
 PV0521| PID    Reference Object                     Distance      Geod. Az  |
 PV0521|                                                           dddmmss.s |
 PV0521| PV0471 MEDICINE                            APPROX.18.0 KM 0333602.5 |
 PV0521| CQ4032 HULETT RM 1                           4.111 METERS 08112     |
 PV0521| CQ4033 HULETT RM 2                           6.849 METERS 31432     |
 PV0521| CQ4030 HULETT AZ MK                                       3282104.0 |
 PV0521| CQ4031 HULETT AZ MK RESET                                 3293521.2 |
 PV0521|---------------------------------------------------------------------|
 PV0521
 PV0521                          SUPERSEDED SURVEY CONTROL
 PV0521
 PV0521  NAD 83(1993)-  44 41 47.92348(N)    104 37 19.46350(W) AD(       ) 3
 PV0521  NAD 83(1986)-  44 41 47.91068(N)    104 37 19.45292(W) AD(       ) 3
 PV0521  NAD 27      -  44 41 47.96700(N)    104 37 17.59100(W) AD(       ) 3
 PV0521  NGVD 29 (07/19/86) 1303.99   (m)         4278.2    (f) LEVELING    3  
 PV0521
 PV0521.Superseded values are not recommended for survey control.
 PV0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0521.See file dsdata.txt to determine how the superseded data were derived.
 PV0521
 PV0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK2994349322(NAD 83)
 PV0521_MARKER: DS = TRIANGULATION STATION DISK
 PV0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0521
 PV0521  HISTORY     - Date     Condition        Report By
 PV0521  HISTORY     - 1949     MONUMENTED       CGS
 PV0521  HISTORY     - 1965     GOOD             CGS
 PV0521  HISTORY     - 1966     GOOD             CGS
 PV0521  HISTORY     - 1971     GOOD             LOCENG
 PV0521
 PV0521                          STATION DESCRIPTION
 PV0521
 PV0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0521'STATION IS LOCATED ON ROAD RIGHT-OF-WAY, ABOUT 1.5 MILES
 PV0521'NORTHWEST OF HULETT, 32 FEET SOUTHWEST OF GRAVEL ROAD, 6
 PV0521'FEET NORTH OF A WITNESS POST, AND 4 FEET NORTHEAST OF A
 PV0521'WIRE FENCE.
 PV0521'
 PV0521'TO REACH FROM THE HULETT POST OFFICE, GO WEST FOR 0.05 MILE
 PV0521'TO A T-ROAD, TURN LEFT AND GO 0.1 MILE TO A FORK, BEAR RIGHT
 PV0521'AND GO 0.9 MILE TO A FORK, BEAR RIGHT AND GO 1.1 MILES TO THE
 PV0521'STATION ON LEFT.  CONTINUE FOR 0.65 MILE TO AZIMUTH MARK ON
 PV0521'RIGHT.
 PV0521'
 PV0521'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0521'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 PV0521'IS STAMPED HULETT 1949.
 PV0521'
 PV0521'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 10 X
 PV0521'10-INCH CONCRETE POST.  IT IS 20 FEET SOUTHWEST OF A GRADED
 PV0521'ROAD, PROJECTS 5 INCHES, AND IS STAMPED HULETT NO 1 1949.
 PV0521'
 PV0521'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 PV0521'A 10 X 10-INCH CONCRETE POST.  IT IS 2 FEET NORTHEAST OF A
 PV0521'WIRE FENCE, PROJECTS 5 INCHES, AND IS STAMPED HULETT NO 2 1949.
 PV0521'
 PV0521'THE HORIZONTAL DISTANCE BETWEEN THE REFERENCE MARKS IS 9.863
 PV0521'METERS AND 32.36 FEET.
 PV0521'
 PV0521'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A
 PV0521'10 X 10-INCH CONCRETE POST.  IT IS 3 FEET SOUTH OF A WITNESS
 PV0521'POST AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS
 PV0521'3 INCHES, AND THE DISK IS STAMPED HULETT 1949.
 PV0521
 PV0521                          STATION RECOVERY (1965)
 PV0521
 PV0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 PV0521'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PV0521'CONDITION.  A REQUEST WAS RECIEVED TO MOVE THE AZIMUTH MARK
 PV0521'AS IT WAS IN THE WAY OF ROAD CONSTRUCTION.  THE NEW ROAD
 PV0521'WILL PASS TO THE WEST OF THE STATION AND IT IS POSSIBLE THAT
 PV0521'THE ROAD LEADING BY THE STATION WILL BE CLOSED.
 PV0521'
 PV0521'THE PRESENT DESCRIPTION TO REACH THE STATION IS AS FOLLOWS--TO
 PV0521'REACH FROM HULETT, FROM THE POST OFFICE, GO WEST FOR 0.15
 PV0521'MILE TO A T-INTERSECTION, TURN LEFT FOR 0.15 MILE TO A
 PV0521'SIDE ROAD RIGHT, TURN RIGHT AND GO 0.9 MILE TO FORKS, TAKE
 PV0521'RIGHT FORK AND CONTINUE FOR 1.05 MILES TO THE STATION ON
 PV0521'THE LEFT.  TO REACH THE AZIMUTH CONTINUE NORTHWEST FOR 0.65
 PV0521'MILE TO THE MARK ON THE RIGHT.
 PV0521'
 PV0521'THE AZIMUTH MARK IS 75 FEET NORTHEAST OF THE CENTERLINE
 PV0521'OF THE ROAD AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST.
 PV0521'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HULETT
 PV0521'1949 RESET 1965.
 PV0521'
 PV0521'NOTE--
 PV0521'
 PV0521'THE AZIMUTH MARK WAS USED FOR A BENCH MARK BY THE U.S. GEOLOGICAL
 PV0521'SURVEY.  THIS MARK WAS RESET TO THE NORTHEAST (MAGNETIC
 PV0521'BEARING 64 DEG) 75.26 FEET, 22.940 METERS.  THE ELEVATION
 PV0521'OF THE RESET AZIMUTH MARK IS 4,251.538 FEET.
 PV0521
 PV0521                          STATION RECOVERY (1966)
 PV0521
 PV0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 PV0521'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 PV0521'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE
 PV0521'STATION FOLLOWS.
 PV0521'
 PV0521'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 24
 PV0521'AND STATE SECONDARY HIGHWAY 0604 IN HULETT, GO WEST ON STATE
 PV0521'SECONDARY HIGHWAY 0604 FOR 1.0 MILE.  TURN RIGHT OFF THE
 PV0521'HIGHWAY AND GO NORTH AND WEST ON THE DIRT ROAD FOR 1.0 MILE
 PV0521'TO THE HIGHEST PART OF THE HILL AND THE STATION ON THE LEFT,
 PV0521'WHICH IS ABOUT 35 FEET SOUTHWEST OF THE CENTER OF THE DIRT
 PV0521'ROAD.  THIS STATION WAS OCCUPIED BY ASTRONOMIC PARTY G-47.
 PV0521
 PV0521                          STATION RECOVERY (1971)
 PV0521
 PV0521'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 PV0521'RECOVERED BY C.E. SPURLOCK AND ASSOC
 PV0521'
 PV0521'AZIMUTH MARK DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0951 ***********************************************************************
 PY0951  CBN         -  This is a Cooperative Base Network Control Station.
 PY0951  DESIGNATION -  HULL
 PY0951  PID         -  PY0951
 PY0951  STATE/COUNTY-  WY/TETON
 PY0951  USGS QUAD   -  MOUNT JACKSON (1986)
 PY0951
 PY0951                         *CURRENT SURVEY CONTROL
 PY0951  ___________________________________________________________________
 PY0951* NAD 83(1993)-  44 39 36.71053(N)    110 59 29.85349(W)     ADJUSTED  
 PY0951* NAVD 88     -      2052.339  (meters)    6733.38   (feet)  ADJUSTED  
 PY0951  ___________________________________________________________________
 PY0951  X           -  -1,628,400.983 (meters)                     COMP
 PY0951  Y           -  -4,243,983.468 (meters)                     COMP
 PY0951  Z           -   4,462,004.202 (meters)                     COMP
 PY0951  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 PY0951  ELLIP HEIGHT-        2043.53  (meters)          (09/07/01) GPS OBS
 PY0951  GEOID HEIGHT-          -8.83  (meters)                     GEOID03
 PY0951  DYNAMIC HT  -        2051.156 (meters)    6729.50  (feet)  COMP
 PY0951  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 PY0951
 PY0951  HORZ ORDER  -  B
 PY0951  VERT ORDER  -  FIRST     CLASS II
 PY0951  ELLP ORDER  -  FOURTH    CLASS I
 PY0951
 PY0951.The horizontal coordinates were established by GPS observations
 PY0951.and adjusted by the National Geodetic Survey in May 1992..
 PY0951
 PY0951.The orthometric height was determined by differential leveling
 PY0951.and adjusted by the National Geodetic Survey in June 1991..
 PY0951
 PY0951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0951
 PY0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0951
 PY0951.The ellipsoidal height was determined by GPS observations
 PY0951.and is referenced to NAD 83.
 PY0951
 PY0951.The geoid height was determined by GEOID03.
 PY0951
 PY0951.The dynamic height is computed by dividing the NAVD 88
 PY0951.geopotential number by the normal gravity value computed on the
 PY0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0951.degrees latitude (g = 980.6199 gals.).
 PY0951
 PY0951.The modeled gravity was interpolated from observed gravity values.
 PY0951
 PY0951;                    North         East     Units Scale Factor Converg.
 PY0951;SPC WY W     -   562,506.349   727,966.427   MT  1.00000129   -0 38 18.5
 PY0951;UTM  12      - 4,945,203.797   500,663.891   MT  0.99960001   +0 00 21.2
 PY0951
 PY0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0951!SPC WY W     -   0.99967969  x   1.00000129  =   0.99968098
 PY0951!UTM  12      -   0.99967969  x   0.99960001  =   0.99927983
 PY0951
 PY0951                          SUPERSEDED SURVEY CONTROL
 PY0951
 PY0951  ELLIP H (05/15/92) 2043.61   (m)                       GP(       ) 4 2
 PY0951  NAD 83(1993)-  44 39 36.70078(N)    110 59 29.83825(W) AD(       ) 1
 PY0951  NAVD 88 (05/28/92) 2052.34   (m)         6733.4    (f) LEVELING    3  
 PY0951  NGVD 29 (08/20/92) 2051.075  (m)         6729.24   (f) ADJUSTED    1 2
 PY0951
 PY0951.Superseded values are not recommended for survey control.
 PY0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0951.See file dsdata.txt to determine how the superseded data were derived.
 PY0951
 PY0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ0066445204(NAD 83)
 PY0951_MARKER: DS = TRIANGULATION STATION DISK
 PY0951_SETTING: 80 = SET IN A BOULDER
 PY0951_SP_SET: BOULDER
 PY0951_STAMPING: HULL 1987
 PY0951_MARK LOGO: NGS   
 PY0951_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0951+STABILITY: SURFACE MOTION
 PY0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0951+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0951
 PY0951  HISTORY     - Date     Condition        Report By
 PY0951  HISTORY     - 1987     MONUMENTED       NGS
 PY0951  HISTORY     - 1987     GOOD             NGS
 PY0951
 PY0951                          STATION DESCRIPTION
 PY0951
 PY0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0951'THE STATION IS LOCATED IN YELLOWSTONE NATIONAL PARK, 8.0 KM (5 MI)
 PY0951'EAST OF THE WEST ENTRANCE TO THE PARK AT WEST YELLOWSTONE MT, ALONG
 PY0951'A SECTION OF THE OLD ROAD ALONG THE RIVERBED, AT THE SITE OF CGS
 PY0951'BENCH MARK B 14.
 PY0951'OWNERSHIP--NATIONAL PARK SERVICE, JOHN VARLEY, YELLOWSTONE PARK WY,
 PY0951'PHONE 307-344-7381, EXTENSION 2248.
 PY0951'
 PY0951'TO REACH THE STATION FROM THE WEST ENTRANCE TO YELLOWSTONE PARK
 PY0951'NEAR WEST YELLOWSTONE MT, GO EAST FOR 9.2 KM (5.7 MI) ON THE PARK
 PY0951'ROAD TO A ROAD LEFT, ON OUTSIDE OF A CURVE AND NEAR THE RIVER LEVEL.
 PY0951'TURN SHARP LEFT AND GO SOUTH FOR 0.2 KM (0.1 MI) ON THE OLD ROAD TO
 PY0951'THE STATION ON THE RIGHT.
 PY0951'
 PY0951'THE STATION IS A STANDARD NGS DISK
 PY0951'STAMPED---HULL 1987---,
 PY0951'SET INTO A DRILL HOLE IN A ROUND BOULDER 40 CM IN DIAMETER PROJECTING
 PY0951'5 CM ABOVE GROUND, ON THE TOP OF A 1.5 METER EMBANKMENT AT THE RIVER
 PY0951'EDGE.  LOCATED
 PY0951'63 METERS (206.7 FT) SOUTHEAST FROM A DRAIN DITCH LEADING TO THE
 PY0951'RIVER,
 PY0951'32.7 METERS (107.3 FT) SOUTHWEST FROM CGS BENCH MARK B 14,
 PY0951'19.1 METERS (62.5 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 PY0951'ROAD,
 PY0951'3.7 METERS (12.0 FT) NORTHEAST FROM THE RIVER EDGE AND
 PY0951'2.6 METERS (8.5 FT) SOUTHEAST FROM A BOULDER PROJECTING 50 CM ABOVE
 PY0951'GROUND.
 PY0951'
 PY0951'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY0951'
 PY0951'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0951'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0951'
 PY0951'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0951'
 PY0951'DESCRIBED BY G.R. HEID.
 PY0951
 PY0951                          STATION RECOVERY (1987)
 PY0951
 PY0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0951'9.8 KM (6.10 MI) EAST FROM WEST YELLOWSTONE.
 PY0951'9.8 KM (6.10 MI) EASTERLY ALONG THE WEST ENTRANCE HIGHWAY FROM THE
 PY0951'MUSUEM OF THE YELLOWSTONE IN WEST YELLOWSTONE, IN TOP OF A 12-INCH
 PY0951'CYLINDRICAL BOULDER THAT IS FLUSH WITH THE GROUND SURFACE, 47.5 M
 PY0951'(155.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 32.7 M (107.3 FT)
 PY0951'SOUTHWEST OF BENCH MARK B 14, 19.1 M (62.7 FT) WEST OF THE CENTER OF
 PY0951'A PAVED ROAD, AND 3.7 M (12.1 FT) EAST OF THE MADISON RIVER.
 PY0951'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0467 ***********************************************************************
 PV0467  DESIGNATION -  HUMBOLT
 PV0467  PID         -  PV0467
 PV0467  STATE/COUNTY-  WY/CROOK
 PV0467  USGS QUAD   -  DEVILS RUN (1984)
 PV0467
 PV0467                         *CURRENT SURVEY CONTROL
 PV0467  ___________________________________________________________________
 PV0467* NAD 83(1993)-  44 56 07.60539(N)    104 16 00.81505(W)     ADJUSTED  
 PV0467* NAVD 88     -      1151.3    (meters)    3777.     (feet)  VERTCON   
 PV0467  ___________________________________________________________________
 PV0467  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 PV0467  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 PV0467
 PV0467  HORZ ORDER  -  FIRST
 PV0467
 PV0467.The horizontal coordinates were established by classical geodetic methods
 PV0467.and adjusted by the National Geodetic Survey in January 1998..
 PV0467
 PV0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0467
 PV0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0467
 PV0467.The geoid height was determined by GEOID03.
 PV0467
 PV0467;                    North         East     Units Scale Factor Converg.
 PV0467;SPC WY E     -   493,084.752   271,019.491   MT  0.99999950   +0 38 08.0
 PV0467;SPC MT       -    89,984.913 1,012,785.974   MT  1.00003935   +3 49 40.9
 PV0467;SPC MT       -   295,226.09  3,322,788.63   iFT  1.00003935   +3 49 40.9
 PV0467;UTM  13      - 4,976,040.692   557,844.890   MT  0.99964114   +0 31 04.1
 PV0467
 PV0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0467!SPC WY E     -   0.99982185  x   0.99999950  =   0.99982135
 PV0467!SPC MT       -   0.99982185  x   1.00003935  =   0.99986119
 PV0467!UTM  13      -   0.99982185  x   0.99964114  =   0.99946305
 PV0467
 PV0467|---------------------------------------------------------------------|
 PV0467| PID    Reference Object                     Distance      Geod. Az  |
 PV0467|                                                           dddmmss.s |
 PV0467| CQ4034 HUMBOLT RM 1                         11.064 METERS 04645     |
 PV0467| CQ4035 HUMBOLT RM 2                          9.336 METERS 16107     |
 PV0467| CP9676 T57N R87W SECS 10 11 14 15                         3260852.9 |
 PV0467|---------------------------------------------------------------------|
 PV0467
 PV0467                          SUPERSEDED SURVEY CONTROL
 PV0467
 PV0467  NAD 83(1993)-  44 56 07.60303(N)    104 16 00.81462(W) AD(       ) 1
 PV0467  NAD 83(1986)-  44 56 07.59362(N)    104 16 00.80785(W) AD(       ) 1
 PV0467  NAD 27      -  44 56 07.64340(N)    104 15 59.00280(W) AD(       ) 1
 PV0467  NGVD 29 (07/19/86) 1150.8    (m)         3776.     (f) VERT ANG       
 PV0467
 PV0467.Superseded values are not recommended for survey control.
 PV0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0467.See file dsdata.txt to determine how the superseded data were derived.
 PV0467
 PV0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK5784576041(NAD 83)
 PV0467_MARKER: DS = TRIANGULATION STATION DISK
 PV0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0467
 PV0467  HISTORY     - Date     Condition        Report By
 PV0467  HISTORY     - 1949     MONUMENTED       CGS
 PV0467
 PV0467                          STATION DESCRIPTION
 PV0467
 PV0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0467'THE STATION IS LOCATED ON THE SOUTHERN END OF A LARGE PROMINENT
 PV0467'GRASSY HILL, ABOUT 10.5 MILES SOUTHEAST OF ALZADA, 1 MILE NORTH
 PV0467'OF U.S. HIGHWAY 212, 11 FEET EAST OF A WITNESS POST, AND 1
 PV0467'MILE EAST OF MR. G.E. BURKE RANCH HOUSE AND ON LAND OWNED BY
 PV0467'MR. BURKE.
 PV0467'
 PV0467'TO REACH THE STATION FROM THE MAIN INTERSECTION IN ALZADA,
 PV0467'GO SOUTHEASTERLY ON U.S. HIGHWAY 212 FOR 3 MILES TO THE
 PV0467'MONTANA-WYOMING STATE LINE, CONTINUE EASTERLY ON THE HIGHWAY
 PV0467'FOR 5.9 MILES TO A FARM ROAD ON THE LEFT AND SIGN G.E. BURKE, TURN
 PV0467'LEFT, NORTH FOR 0.05 MILE TO MR. BURKES RANCH BUILDINGS, THENCE
 PV0467'RIGHT EASTERLY, SOUTH OF THE BARN, AND NORTH OF A WATER
 PV0467'RESERVOIR ON A FARM TRACK ROAD 0.1 MILE TO A GATE, GO THROUGH
 PV0467'GATE, AND PROCEED EAST-NORTHEASTERLY ON THE MAIN TRACK ROAD
 PV0467'FOR 0.7 MILE TO A SECTION CORNER MONUMENT (AZIMUTH MARK)
 PV0467'CONTINUE EASTERLY ON THE MAIN TRACK ROAD
 PV0467'FOR 0.1 MILE TO A GATE, PASS THROUGH AND PROCEED TO
 PV0467'EAST-SOUTHEAST FOR 0.3 MILE TO THE HIGHEST POINT OF THE HILL AND
 PV0467'THE STATION.
 PV0467'
 PV0467'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 PV0467'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 5 INCHES, AND
 PV0467'THE DISK IS STAMPED HUMBOLT 1949.
 PV0467'
 PV0467'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0467'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 5 INCHES, AND
 PV0467'THE DISK IS STAMPED HUMBOLT NO 1 1949.
 PV0467'
 PV0467'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 PV0467'A 10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 5 INCHES, AND
 PV0467'THE DISK IS STAMPED HUMBOLT NO 2 1949.
 PV0467'
 PV0467'A SECTION CORNER MONUMENT WAS USED AS THE AZIMUTH MARK.  IT
 PV0467'IS 9 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD,
 PV0467'AND 4.7 FEET EAST OF A WITNESS POST.  THE MARK IS A STANDARD
 PV0467'B.L.M. DISK RIVETED TO THE TOP OF A 2-INCH IRON PIPE, PROJECTING
 PV0467'12 INCHES, AND THE DISK IS STAMPED T 57N R62W, 10, 11, 14
 PV0467'AND 15.  1918.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0341 ***********************************************************************
 PX0341  DESIGNATION -  HUMP
 PX0341  PID         -  PX0341
 PX0341  STATE/COUNTY-  WY/BIG HORN
 PX0341  USGS QUAD   -  GOULD BUTTE (1966)
 PX0341
 PX0341                         *CURRENT SURVEY CONTROL
 PX0341  ___________________________________________________________________
 PX0341* NAD 83(1993)-  44 26 54.01875(N)    108 13 12.68793(W)     ADJUSTED  
 PX0341* NAVD 88     -      1365.0    (meters)    4478.     (feet)  VERTCON   
 PX0341  ___________________________________________________________________
 PX0341  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 PX0341  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 PX0341
 PX0341  HORZ ORDER  -  THIRD
 PX0341
 PX0341.The horizontal coordinates were established by classical geodetic methods
 PX0341.and adjusted by the National Geodetic Survey in January 1997..
 PX0341
 PX0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0341
 PX0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0341
 PX0341.The geoid height was determined by GEOID03.
 PX0341
 PX0341;                    North         East     Units Scale Factor Converg.
 PX0341;SPC WYEC     -   538,946.648   329,410.691   MT  0.99999876   -0 37 15.8
 PX0341;UTM  12      - 4,925,429.625   721,185.396   MT  1.00020169   +1 56 50.6
 PX0341
 PX0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0341!SPC WYEC     -   0.99978810  x   0.99999876  =   0.99978686
 PX0341!UTM  12      -   0.99978810  x   1.00020169  =   0.99998974
 PX0341
 PX0341:                Primary Azimuth Mark                     Grid Az
 PX0341:SPC WYEC     -  GERMANIA                                 294 11 02.0
 PX0341:UTM  12      -  GERMANIA                                 291 36 55.6
 PX0341
 PX0341|---------------------------------------------------------------------|
 PX0341| PID    Reference Object                     Distance      Geod. Az  |
 PX0341|                                                           dddmmss.s |
 PX0341| PX0348 GERMANIA                            APPROX. 5.8 KM 2933346.2 |
 PX0341|---------------------------------------------------------------------|
 PX0341
 PX0341                          SUPERSEDED SURVEY CONTROL
 PX0341
 PX0341  NAD 83(1986)-  44 26 54.00828(N)    108 13 12.68294(W) AD(       ) 3
 PX0341  NAD 27      -  44 26 54.16623(N)    108 13 10.30208(W) AD(       ) 3
 PX0341  NGVD 29 (07/19/86) 1364.1    (m)         4475.     (f) VERT ANG       
 PX0341
 PX0341.Superseded values are not recommended for survey control.
 PX0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0341.See file dsdata.txt to determine how the superseded data were derived.
 PX0341
 PX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ2118525430(NAD 83)
 PX0341
 PX0341  HISTORY     - Date     Condition        Report By
 PX0341  HISTORY     - 1948     MONUMENTED       USGS
 PX0341  HISTORY     - 1966     SEE DESCRIPTION  USGS
 PX0341
 PX0341                          STATION DESCRIPTION
 PX0341
 PX0341'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PX0341'STATION LOCATED 8.5 MI. W. OF GREYBULL, ABOUT 4 MI. NE. OF OTTO,
 PX0341'ON THE SE. END AND HIGHEST POINT OF A BLACK TOP, HORSESHOE SHAPED
 PX0341'HUMP WHICH STICKS UP PROMINIENTLY 2.5 MI. E. OF THE E. END OF GERMANIA
 PX0341'FLAT AND BETWEEN DRY CREEK VALLEY AND GREYBULL RIVER VALLEY.
 PX0341'
 PX0341'TO REACH FROM MAIN STREET IN GREYBULL, GO N. AND W. ON U.S. HIGHWAY 20
 PX0341'10.0 MI. TO T-RD. LEFT, TURN LEFT AND GO S. 1.6 MI. TO BRIDGE OVER
 PX0341'IRRIGATION DITCH, CROSS BRIDGE AND FOLLOW MAIN TRAIL SE. 2.0 MI. TO
 PX0341'FORK, TAKE LEFT FORK AND GO SE. 1.9 MI. TO N. END OF PROMINIENT BUTTE,
 PX0341'CLIMB TO TOP OF BUTTE AND GO TO SE. END AND STATION.
 PX0341'
 PX0341'RECOVERED.
 PX0341'
 PX0341'STATION MARK - STANDARD TABLET STAMPED ---HUMP 1948---, IN TOP OF
 PX0341'CONCRETE MONUMENT BURIED IN GROUND AND EXTENDING ABOUT 8 IN.
 PX0341'
 PX0341'REFERENCE MARK NO.1 - A 1 1/4 IN. IRON PIPE DRIVEN INTO GROUND
 PX0341'PROJECTING ABOUT 2 IN., 3.89 FT. FROM STATION, N 47 DEG 30 MIN E.
 PX0341'
 PX0341'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---HUMP NO.2
 PX0341'1948---, IN TOP OF CONCRETE MONUMENT BURIED IN GROUND AND PROJECTING
 PX0341'ABOUT 8 IN., 38.65 FT. FROM STATION, N 09 DEG 48 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0559 ***********************************************************************
 PW0559  DESIGNATION -  HUNT
 PW0559  PID         -  PW0559
 PW0559  STATE/COUNTY-  WY/SHERIDAN
 PW0559  USGS QUAD   -  LEAVITT RESERVOIR (1993)
 PW0559
 PW0559                         *CURRENT SURVEY CONTROL
 PW0559  ___________________________________________________________________
 PW0559* NAD 83(1993)-  44 43 39.35584(N)    107 45 26.46677(W)     ADJUSTED  
 PW0559* NAVD 88     -      3099.     (meters)   10167.     (feet)  SCALED    
 PW0559  ___________________________________________________________________
 PW0559  LAPLACE CORR-          18.24  (seconds)                    DEFLEC99
 PW0559  GEOID HEIGHT-          -9.54  (meters)                     GEOID03
 PW0559
 PW0559  HORZ ORDER  -  SECOND
 PW0559
 PW0559.The horizontal coordinates were established by classical geodetic methods
 PW0559.and adjusted by the National Geodetic Survey in January 1997..
 PW0559
 PW0559.The orthometric height was scaled from a topographic map.
 PW0559
 PW0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0559
 PW0559.The geoid height was determined by GEOID03.
 PW0559
 PW0559;                    North         East     Units Scale Factor Converg.
 PW0559;SPC WYEC     -   569,682.041   366,411.542   MT  0.99995137   -0 17 54.2
 PW0559;UTM  13      - 4,956,389.704   281,650.313   MT  1.00018632   -1 56 28.4
 PW0559
 PW0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0559!SPC WYEC     -   0.99951581  x   0.99995137  =   0.99946720
 PW0559!UTM  13      -   0.99951581  x   1.00018632  =   0.99970204
 PW0559
 PW0559:                Primary Azimuth Mark                     Grid Az
 PW0559:SPC WYEC     -  MCDONALD                                 238 41 15.4
 PW0559:UTM  13      -  MCDONALD                                 240 19 49.6
 PW0559
 PW0559|---------------------------------------------------------------------|
 PW0559| PID    Reference Object                     Distance      Geod. Az  |
 PW0559|                                                           dddmmss.s |
 PW0559| PX0518 MCDONALD                            APPROX.30.6 KM 2382321.2 |
 PW0559|---------------------------------------------------------------------|
 PW0559
 PW0559                          SUPERSEDED SURVEY CONTROL
 PW0559
 PW0559  NAD 83(1986)-  44 43 39.34394(N)    107 45 26.45477(W) AD(       ) 2
 PW0559  NAD 27      -  44 43 39.48280(N)    107 45 24.11420(W) AD(       ) 2
 PW0559
 PW0559.Superseded values are not recommended for survey control.
 PW0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0559.See file dsdata.txt to determine how the superseded data were derived.
 PW0559
 PW0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK8165056390(NAD 83)
 PW0559_MARKER: B = BOLT
 PW0559_SETTING: 66 = SET IN ROCK OUTCROP
 PW0559_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 PW0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0559+STABILITY: POSITION/ELEVATION WELL
 PW0559
 PW0559  HISTORY     - Date     Condition        Report By
 PW0559  HISTORY     - 1896     MONUMENTED       USGS
 PW0559  HISTORY     - 1957     GOOD             CGS
 PW0559
 PW0559                          STATION DESCRIPTION
 PW0559
 PW0559'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PW0559'STATION IS A COPPER BOLT SET IN A DRILL HOLE IN BEDROCK AND
 PW0559'IS NOT STAMPED.
 PW0559
 PW0559                          STATION RECOVERY (1957)
 PW0559
 PW0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 PW0559'RECOVERY NOTE BY CGS, 1957--STATION IS A COPPER BOLT SET IN A DRILL
 PW0559'HOLE IN BEDROCK AND IS NOT STAMPED.  THE MARK IS LOOSE IN THE GROUND.
 PW0559'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION --HUDSON--
 PW0559'AND THE DISTANCE WAS FOUND TO BE 6.872 METERS OR 22.54 FEET.
 PW0559'
 PW0559'STATION MARK--COPPER BOLT SET IN A DRILL HOLE IN BEDROCK AND NOT
 PW0559'STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0567 ***********************************************************************
 PV0567  DESIGNATION -  HUNT
 PV0567  PID         -  PV0567
 PV0567  STATE/COUNTY-  WY/CAMPBELL
 PV0567  USGS QUAD   -  HOMESTEAD DRAW (1971)
 PV0567
 PV0567                         *CURRENT SURVEY CONTROL
 PV0567  ___________________________________________________________________
 PV0567* NAD 83(1993)-  44 58 22.36827(N)    105 33 51.40829(W)     ADJUSTED  
 PV0567* NAVD 88     -      1275.0    (meters)    4183.     (feet)  VERTCON   
 PV0567  ___________________________________________________________________
 PV0567  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 PV0567  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 PV0567  OBS GRAVITY -     980,245.6   (mgal)                       GRAV_OBS
 PV0567
 PV0567  HORZ ORDER  -  SECOND
 PV0567
 PV0567.The horizontal coordinates were established by classical geodetic methods
 PV0567.and adjusted by the National Geodetic Survey in January 1997..
 PV0567
 PV0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0567
 PV0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0567
 PV0567.The geoid height was determined by GEOID03.
 PV0567.The observed gravity was obtained from relative gravimeter ties
 PV0567.to the IGSN71 gravity network.
 PV0567
 PV0567;                    North         East     Units Scale Factor Converg.
 PV0567;SPC WY E     -   496,927.609   168,636.615   MT  0.99994959   -0 16 51.7
 PV0567;SPC MT       -    88,149.091   910,339.869   MT  1.00001638   +2 52 44.4
 PV0567;SPC MT       -   289,203.05  2,986,679.36   iFT  1.00001638   +2 52 44.4
 PV0567;UTM  13      - 4,980,092.587   455,505.121   MT  0.99962434   -0 23 55.8
 PV0567
 PV0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0567!SPC WY E     -   0.99980244  x   0.99994959  =   0.99975204
 PV0567!SPC MT       -   0.99980244  x   1.00001638  =   0.99981882
 PV0567!UTM  13      -   0.99980244  x   0.99962434  =   0.99942686
 PV0567
 PV0567|---------------------------------------------------------------------|
 PV0567| PID    Reference Object                     Distance      Geod. Az  |
 PV0567|                                                           dddmmss.s |
 PV0567| CQ4037 HUNT RM 1                            11.882 METERS 05447     |
 PV0567| CQ4036 HUNT AZ MK                                         1631054.5 |
 PV0567| CQ4038 HUNT RM 2                             9.220 METERS 17306     |
 PV0567|---------------------------------------------------------------------|
 PV0567
 PV0567                          SUPERSEDED SURVEY CONTROL
 PV0567
 PV0567  NAD 83(1993)-  44 58 22.35037(N)    105 33 51.39367(W) AD(       ) 2
 PV0567  NAD 83(1986)-  44 58 22.34757(N)    105 33 51.39130(W) AD(       ) 2
 PV0567  NAD 27      -  44 58 22.40300(N)    105 33 49.38400(W) AD(       ) 2
 PV0567  NGVD 29 (07/19/86) 1274.3    (m)         4181.     (f) VERT ANG       
 PV0567
 PV0567.Superseded values are not recommended for survey control.
 PV0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0567.See file dsdata.txt to determine how the superseded data were derived.
 PV0567
 PV0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK5550580093(NAD 83)
 PV0567_MARKER: DS = TRIANGULATION STATION DISK
 PV0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0567
 PV0567  HISTORY     - Date     Condition        Report By
 PV0567  HISTORY     - 1949     MONUMENTED       CGS
 PV0567  HISTORY     - 1963     GOOD             CGS
 PV0567
 PV0567                          STATION DESCRIPTION
 PV0567
 PV0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0567'STATION IS LOCATED ON LAND OWNED BY V.L. HUNT, ABOUT 20 MILES
 PV0567'NORTH-NORTHEAST OF RECLUSE POST OFFICE, ABOUT 14 MILES SOUTHWEST
 PV0567'OF BIDDLE POST OFFICE, ABOUT 10 MILES WEST OF THE LITTLE POWDER
 PV0567'RIVER, AND ABOUT 3 MILES SOUTH OF THE MONTANA-WYOMING STATE LINE.
 PV0567'
 PV0567'TO REACH FROM THE RECLUSE POST OFFICE, GO NORTHEAST ON MAIN
 PV0567'GRAVELED ROAD FOR 3.3 MILES TO A FORK.  BEAR RIGHT AND GO 4.0
 PV0567'MILES TO A FORK.  BEAR LEFT AND GO 11.1 MILES TO A SIDE ROAD
 PV0567'LEFT.  CONTINUE STRAIGHT AHEAD FOR 1.9 MILES TO A SIDE ROAD
 PV0567'RIGHT.  TURN RIGHT ON TRACK ROAD AND GO 0.3 MILE TO A GATE.
 PV0567'CONTINUE FOR 1.1 MILES TO A FORK JUST AFTER CROSSING CATTLE
 PV0567'GUARD.  BEAR RIGHT AND GO 0.5 MILE TO A FORK AND AZIMUTH MARK
 PV0567'ON RIGHT.  BEAR LEFT AND GO 0.05 MILE TO A DIM FORK.  BEAR
 PV0567'LEFT AND GO UP DRAW FOR 0.25 MILE TO TOP OF HILL AND STATION.
 PV0567'
 PV0567'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0567'CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 PV0567'STAMPED HUNT 1949.
 PV0567'
 PV0567'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 PV0567'A 10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 3 INCHES, AND
 PV0567'THE DISK IS STAMPED HUNT NO 1 1949.
 PV0567'
 PV0567'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PV0567'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE
 PV0567'DISK IS STAMPED HUNT NO 2 1949.
 PV0567'
 PV0567'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0567'CONCRETE POST.  IT IS 60 FEET SOUTHEAST OF A TRACK ROAD AND 4
 PV0567'FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES, AND
 PV0567'THE DISK IS STAMPED HUNT 1949.
 PV0567
 PV0567                          STATION RECOVERY (1963)
 PV0567
 PV0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 PV0567'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0456 ***********************************************************************
 PX0456  DESIGNATION -  HUNTER
 PX0456  PID         -  PX0456
 PX0456  STATE/COUNTY-  WY/PARK
 PX0456  USGS QUAD   -  HUNTER PEAK (1991)
 PX0456
 PX0456                         *CURRENT SURVEY CONTROL
 PX0456  ___________________________________________________________________
 PX0456* NAD 83(1993)-  44 51 59.69944(N)    109 40 13.16132(W)     ADJUSTED  
 PX0456* NAVD 88     -      2754.6    (meters)    9037.     (feet)  VERTCON   
 PX0456  ___________________________________________________________________
 PX0456  LAPLACE CORR-         -11.77  (seconds)                    DEFLEC99
 PX0456  GEOID HEIGHT-          -8.05  (meters)                     GEOID03
 PX0456
 PX0456  HORZ ORDER  -  THIRD
 PX0456
 PX0456.The horizontal coordinates were established by classical geodetic methods
 PX0456.and adjusted by the National Geodetic Survey in January 1997..
 PX0456
 PX0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0456
 PX0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0456
 PX0456.The geoid height was determined by GEOID03.
 PX0456
 PX0456;                    North         East     Units Scale Factor Converg.
 PX0456;SPC WYWC     -   485,450.714   527,271.797   MT  1.00000252   -0 38 57.4
 PX0456;UTM  12      - 4,968,989.594   605,041.903   MT  0.99973568   +0 56 17.2
 PX0456
 PX0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0456!SPC WYWC     -   0.99956956  x   1.00000252  =   0.99957208
 PX0456!UTM  12      -   0.99956956  x   0.99973568  =   0.99930536
 PX0456
 PX0456:                Primary Azimuth Mark                     Grid Az
 PX0456:SPC WYWC     -  WINDY                                    144 20 15.5
 PX0456:UTM  12      -  WINDY                                    142 45 00.9
 PX0456
 PX0456|---------------------------------------------------------------------|
 PX0456| PID    Reference Object                     Distance      Geod. Az  |
 PX0456|                                                           dddmmss.s |
 PX0456| PX0455 WINDY                               APPROX.10.4 KM 1434118.1 |
 PX0456|---------------------------------------------------------------------|
 PX0456
 PX0456                          SUPERSEDED SURVEY CONTROL
 PX0456
 PX0456  NAD 83(1993)-  44 51 59.69322(N)    109 40 13.15063(W) AD(       ) 3
 PX0456  NAD 83(1986)-  44 51 59.68759(N)    109 40 13.14568(W) AD(       ) 3
 PX0456  NAD 27      -  44 51 59.89285(N)    109 40 10.51782(W) AD(       ) 3
 PX0456  NGVD 29 (07/19/86) 2753.4    (m)         9033.     (f) VERT ANG       
 PX0456
 PX0456.Superseded values are not recommended for survey control.
 PX0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0456.See file dsdata.txt to determine how the superseded data were derived.
 PX0456
 PX0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ0504268990(NAD 83)
 PX0456_MARKER: DD = SURVEY DISK
 PX0456_SETTING: 66 = SET IN ROCK OUTCROP
 PX0456_SP_SET: SET IN ROCK OUTCROP
 PX0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0456+STABILITY: POSITION/ELEVATION WELL
 PX0456
 PX0456  HISTORY     - Date     Condition        Report By
 PX0456  HISTORY     - 1953     MONUMENTED       USGS
 PX0456
 PX0456                          STATION DESCRIPTION
 PX0456
 PX0456'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0456'STATION IS LOCATED ABOUT 2.5 MI. (AIRLINE) NW. OF THE CRANDALL RANGER
 PX0456'STATION, ON A TREE COVERED TOP, WHICH IS THE SITE OF AN OLD ABANDONED
 PX0456'LOOKOUT TOWER.
 PX0456'
 PX0456'TO REACH FROM THE CRANDALL RANGER STATION, CROSS CRANDALL CREEK AND
 PX0456'FOLLOW THE NORTH FORK TRAIL, A HORSE TRAIL, W. UP THE N. FORK OF
 PX0456'CRANDALL CREEK TO AN INTERSECTING SIDE DRAIN AND A SIGN READING
 PX0456'---HUNTERS PEAK LOOKOUT TRAIL---.  OLD TRAIL TO LOOKOUT IS HARD TO
 PX0456'FOLLOW UNTIL YOU GET ALMOST TO THE TOP, BUT HORSES CAN BE WORKED UP
 PX0456'NE. THROUGH THE TREES TO HEAD OF DRAIN WHERE SWITCHBACK TRAIL TO THE
 PX0456'TOP IS INTERSECTED.
 PX0456'
 PX0456'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK, STAMPED ---HUNTER
 PX0456'1953---.
 PX0456'
 PX0456'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1046 ***********************************************************************
 MO1046  DESIGNATION -  HUNTER
 MO1046  PID         -  MO1046
 MO1046  STATE/COUNTY-  WY/LARAMIE
 MO1046  USGS QUAD   -  ROUND TOP (1991)
 MO1046
 MO1046                         *CURRENT SURVEY CONTROL
 MO1046  ___________________________________________________________________
 MO1046* NAD 83(1993)-  41 28 16.46984(N)    104 16 08.73128(W)     ADJUSTED  
 MO1046* NAVD 88     -      1688.6    (meters)    5540.     (feet)  VERTCON   
 MO1046  ___________________________________________________________________
 MO1046  LAPLACE CORR-          -6.08  (seconds)                    DEFLEC99
 MO1046  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 MO1046
 MO1046  HORZ ORDER  -  FIRST
 MO1046
 MO1046.The horizontal coordinates were established by classical geodetic methods
 MO1046.and adjusted by the National Geodetic Survey in January 1997..
 MO1046
 MO1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1046
 MO1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1046
 MO1046.The geoid height was determined by GEOID03.
 MO1046
 MO1046;                    North         East     Units Scale Factor Converg.
 MO1046;SPC WY E     -   108,242.089   274,972.886   MT  1.00000665   +0 35 40.0
 MO1046;UTM  13      - 4,591,329.303   561,030.791   MT  0.99964584   +0 29 02.6
 MO1046
 MO1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1046!SPC WY E     -   0.99973795  x   1.00000665  =   0.99974460
 MO1046!UTM  13      -   0.99973795  x   0.99964584  =   0.99938389
 MO1046
 MO1046:                Primary Azimuth Mark                     Grid Az
 MO1046:SPC WY E     -  BLACK HILLS VIDEO CO MICROWAVE           063 11 17.1
 MO1046:UTM  13      -  BLACK HILLS VIDEO CO MICROWAVE           063 17 54.5
 MO1046
 MO1046|---------------------------------------------------------------------|
 MO1046| PID    Reference Object                     Distance      Geod. Az  |
 MO1046|                                                           dddmmss.s |
 MO1046| MO0999 BLACK HILLS VIDEO CO MICROWAVE      APPROX.20.8 KM 0634657.1 |
 MO1046| MO1020 TREMAIN W UNION MICROWAVE           APPROX.15.5 KM 0812441.5 |
 MO1046| CQ4039 HUNTER RM 1 AZIMUTH                                0950259.8 |
 MO1046| MO1018 ALBIN WATER TANK                    APPROX.15.2 KM 1125130.2 |
 MO1046| MO1023 ALBIN DUHAMEL ENTER STA KPG 47      APPROX.12.7 KM 1140018.3 |
 MO1046| CQ4040 HUNTER RM 2                          22.363 METERS 20050     |
 MO1046| CQ4041 HUNTER RM 3                          40.568 METERS 29217     |
 MO1046|---------------------------------------------------------------------|
 MO1046
 MO1046                          SUPERSEDED SURVEY CONTROL
 MO1046
 MO1046  NAD 83(1986)-  41 28 16.45684(N)    104 16 08.73223(W) AD(       ) 1
 MO1046  NAD 27      -  41 28 16.53800(N)    104 16 06.88000(W) AD(       ) 1
 MO1046  NGVD 29 (07/19/86) 1687.8    (m)         5537.     (f) VERT ANG       
 MO1046
 MO1046.Superseded values are not recommended for survey control.
 MO1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1046.See file dsdata.txt to determine how the superseded data were derived.
 MO1046
 MO1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6103191329(NAD 83)
 MO1046_MARKER: DS = TRIANGULATION STATION DISK
 MO1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1046
 MO1046  HISTORY     - Date     Condition        Report By
 MO1046  HISTORY     - 1933     MONUMENTED       CGS
 MO1046  HISTORY     - 1960     GOOD             CGS
 MO1046  HISTORY     - 1963     GOOD             CGS
 MO1046
 MO1046                          STATION DESCRIPTION
 MO1046
 MO1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO1046'ABOUT 37 MILES NORTHEAST OF CHEYENNE, AND 10 MILES NORTHWEST
 MO1046'OF ALBIN, IN SEC. 2, T. 17 N., R. 62 W., ON FLAT-TOPPED MESA
 MO1046'FRINGED WITH SMALL PINES, IN HUNTER RANCH PASTURE.  TO REACH
 MO1046'FROM CHEYENNE, FOLLOW U.S. HIGHWAY 85 NORTHEAST ABOUT 30
 MO1046'MILES TO GRAVEL ROAD LEADING EAST TO ALBIN.  FOLLOW GRAVEL
 MO1046'ROAD EAST 8.2 MILES TO CROSSROADS AT STUCCO SCHOOLHOUSE, THENCE
 MO1046'NORTH 1.0 MILE TO EAST-WEST ROAD.  ENTER GATE DIRECTLY TO
 MO1046'NORTH AND FOLLOW OLD WAGON TRAIL NORTHWEST 2.7 MILES TO NORTH
 MO1046'SIDE OF MESA, THEN PROCEED NORTHWEST ACROSS PASTURE 0.5 MILE
 MO1046'TO STATION.  ONLY APPROACH IS UP SOUTHEAST END OF MESA.
 MO1046'STATION IS NEAR WEST END OF SOUTHWESTERN OF SERIES OF
 MO1046'FLAT-TOPPED MESAS, AND ABOUT 200 YARDS EAST OF EXTREME
 MO1046'SOUTHWEST POINT OF MESA, WHICH IS FEW FEET HIGHER THAN
 MO1046'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 MO1046'DISK STATION MARKS IN CONCRETE.  UPPER
 MO1046'MARK PROJECTS 4 INCHES.  REFERENCE AND AZIMUTH MARKS ARE
 MO1046'STANDARD DISKS IN CONCRETE.  ALL PROJECT 4
 MO1046'INCHES.  NO. 1, AZIMUTH MARK, IS NEAR EAST POINT OF MESA AND
 MO1046'ABOUT 0.2 MILE FROM STATION.
 MO1046'NO. 2 IS ON SAME MESA AS AND 73.44 FEET FROM
 MO1046'STATION.  NO. 3 IS ON SAME MESA AS
 MO1046'AND 133.10 FEET FROM STATION.
 MO1046
 MO1046                          STATION RECOVERY (1960)
 MO1046
 MO1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1046'THE STATION IS LOCATED, AIRLINE, ABOUT 37 MILES NORTHEAST OF
 MO1046'CHEYENNE AND 10 MILES NORTHWEST OF ALBIN, IN SEC. 2, T. 17N.,
 MO1046'R. 62 W., ON A FLAT TOPPED MESA, WITH SCATTED SMALL PINE TREES,
 MO1046'IN PASTURE LAND.
 MO1046'
 MO1046'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MO1046'AS DESCRIBED AND IN GOOD CONDITION.  THE DESCRIPTION OF EACH
 MO1046'MARK WAS FOUND TO BE COMPLETELY ADEQUATE.
 MO1046'
 MO1046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 MO1046'AND 87, ABOUT 8 MILES NORTH OF CHEYENNE, ON INTERSTATE HIGHWAY
 MO1046'25, GO NORTHEAST ON U.S. HIGHWAY 85 FOR 25.9 MILES, TURN RIGHT
 MO1046'OFF THE HIGHWAY AND GO EAST ON A PAVED ROAD TOWARDS ALBIN FOR
 MO1046'8.2 MILES TO A CROSS-ROAD AND AN ABANDONED STUCCO SCHOOL
 MO1046'HOUSE IN THE SOUTHEAST ANGLE OF THE CROSS-ROAD.  TURN LEFT
 MO1046'OFF THE PAVED ROAD AND FOLLOW A TRACK ROAD NORTH FOR 1.0
 MO1046'MILE TO A T-ROAD AND A WIRE GATE IN A NORTH-SOUTH FENCE LINE.
 MO1046'PASS THROUGH THE GATE AND CONTINUE NORTH ON THE TRACK ROAD
 MO1046'FOR 1.35 MILES TO A GATE.  THE STATION LIES NORTH-NORTHWEST
 MO1046'OF THIS POINT AND IS ON THE LEFT, WEST ONE OF TWO FLAT
 MO1046'TOPPED RIDGES.  PASS THROUGH THE GATE AND GO NORTHERLY,
 MO1046'WINDING CROSS COUNTRY THROUGH VERY ROUGH PASTURE LAND
 MO1046'FOR 2.5 MILES TO A SADDLE AT THE SOUTHEAST END OF THE STATION
 MO1046'HILL.  DRIVE NORTHWESTERLY UP THE SLOPE FOR 0.3 MILE TO
 MO1046'THE TOP OF THE HILL.  CONTINUE NORTHWEST CROSS COUNTRY
 MO1046'FOR 0.25 MILE TO THE STATION.
 MO1046'
 MO1046'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR
 MO1046'0.2 MILE TO THE AZIMUTH MARK WHICH IS ABOUT 125 FEET SOUTHWEST
 MO1046'OF THE NORTHEAST RIM OF THE MESA.
 MO1046
 MO1046                          STATION RECOVERY (1963)
 MO1046
 MO1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1046'THE STATION MARK, REFERENCE MARK NO. 1 (AZIMUTH MARK), REFERENCE
 MO1046'MARK NO. 2 AND REFERENCE MARK NO. 3 WERE RECOVERED AS DESCRIBED AND
 MO1046'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 MO1046'MARKS WERE VERIFIED.  THE DIRECTION TO THE AZIMUTH MARK WAS
 MO1046'VERIFIED.
 MO1046'
 MO1046'THE TO REACH FROM THE ABANDONED STUCCO SCHOOL HOUSE MENTIONED
 MO1046'IN THE 1960 DESCRIPTION IS ENTIRELY ADEQUATE.  (THIS IS 7.5
 MO1046'MILES WEST ALONG A SURFACED ROAD FROM THE POST OFFICE IN ALBIN.)
 MO1046'
 MO1046'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MO1046'
 MO1046'A FOUR-WHEEL DRIVE VEHICLE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1169 ***********************************************************************
 MO1169  DESIGNATION -  HUNTON
 MO1169  PID         -  MO1169
 MO1169  STATE/COUNTY-  WY/PLATTE
 MO1169  USGS QUAD   -  DOUBLE L RANCH (1990)
 MO1169
 MO1169                         *CURRENT SURVEY CONTROL
 MO1169  ___________________________________________________________________
 MO1169* NAD 83(1993)-  41 52 01.69590(N)    104 58 27.56173(W)     ADJUSTED  
 MO1169* NAVD 88     -      1704.6    (meters)    5593.     (feet)  VERTCON   
 MO1169  ___________________________________________________________________
 MO1169  LAPLACE CORR-         -14.01  (seconds)                    DEFLEC99
 MO1169  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MO1169
 MO1169  HORZ ORDER  -  THIRD
 MO1169
 MO1169.The horizontal coordinates were established by classical geodetic methods
 MO1169.and adjusted by the National Geodetic Survey in January 1997..
 MO1169
 MO1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1169
 MO1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1169
 MO1169.The geoid height was determined by GEOID03.
 MO1169
 MO1169;                    North         East     Units Scale Factor Converg.
 MO1169;SPC WY E     -   151,839.252   215,967.956   MT  0.99994064   +0 07 42.1
 MO1169;UTM  13      - 4,635,025.171   502,130.951   MT  0.99960006   +0 01 01.7
 MO1169
 MO1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1169!SPC WY E     -   0.99973493  x   0.99994064  =   0.99967559
 MO1169!UTM  13      -   0.99973493  x   0.99960006  =   0.99933510
 MO1169
 MO1169:                Primary Azimuth Mark                     Grid Az
 MO1169:SPC WY E     -  CHUGWATER                                212 31 58.5
 MO1169:UTM  13      -  CHUGWATER                                212 38 38.9
 MO1169
 MO1169|---------------------------------------------------------------------|
 MO1169| PID    Reference Object                     Distance      Geod. Az  |
 MO1169|                                                           dddmmss.s |
 MO1169| MO1172 CHUGWATER                           APPROX. 8.6 KM 2123940.6 |
 MO1169|---------------------------------------------------------------------|
 MO1169
 MO1169                          SUPERSEDED SURVEY CONTROL
 MO1169
 MO1169  NAD 83(1986)-  41 52 01.67879(N)    104 58 27.55834(W) AD(       ) 3
 MO1169  NAD 27      -  41 52 01.78330(N)    104 58 25.66115(W) AD(       ) 3
 MO1169  NGVD 29 (07/19/86) 1703.7    (m)         5590.     (f) VERT ANG       
 MO1169
 MO1169.Superseded values are not recommended for survey control.
 MO1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1169.See file dsdata.txt to determine how the superseded data were derived.
 MO1169
 MO1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0213135025(NAD 83)
 MO1169_MARKER: DD = SURVEY DISK
 MO1169_SETTING: 0 = UNSPECIFIED SETTING
 MO1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1169
 MO1169  HISTORY     - Date     Condition        Report By
 MO1169  HISTORY     - 1951     MONUMENTED       USGS
 MO1169
 MO1169                          STATION DESCRIPTION
 MO1169
 MO1169'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MO1169'STATION LOCATED 13 MI. S. OF WHEATLAND, 8 MI. W. OF SLATER, AND ABOUT
 MO1169'1 MI. S. OF IRVINE RANCH HOUSE.  IT IS ON PROMINENT POINT ON E-W.
 MO1169'RIDGE.
 MO1169'
 MO1169'TO REACH STATION FROM POST OFFICE AT WHEATLAND, GO S. ON HIGHWAY 87
 MO1169'11.5 MI. TO JUNCTION OF RANCH RD. WITH HIGHWAY 87, TURN RIGHT AND
 MO1169'PROCEED W. ON THIS RD. 2 MI. TO RD. FORK, TAKE RIGHT FORK AND
 MO1169'CONTINUE 1.4 MI. TO ANOTHER RD. FORK, TAKE LEFT FORK AND PROCEED
 MO1169'THRU IRVINE RANCH YARD GATE, AND ACROSS CREEK 0.6 MI. TO RD. FORK,
 MO1169'TAKE DIM RD. TO LEFT AND PROCEED 0.5 MI.  STATION LOCATED ON HILL
 MO1169'0.15 MI. S. OF THIS POINT.
 MO1169'
 MO1169'STATION MARK--STANDARD TABLET, SET IN TOP OF 7 X 7 IN. CONCRETE
 MO1169'POST, PROJECTING 4 IN. ABOVE GROUND, STAMPED ---JSC-HUNTON 1951---.
 MO1169'
 MO1169'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0468 ***********************************************************************
 PX0468  DESIGNATION -  HURRICANE
 PX0468  PID         -  PX0468
 PX0468  STATE/COUNTY-  WY/PARK
 PX0468  USGS QUAD   -  HURRICANE MESA (1991)
 PX0468
 PX0468                         *CURRENT SURVEY CONTROL
 PX0468  ___________________________________________________________________
 PX0468* NAD 83(1993)-  44 51 08.03191(N)    109 48 30.71400(W)     ADJUSTED  
 PX0468* NAVD 88     -      3374.8    (meters)   11072.     (feet)  VERTCON   
 PX0468  ___________________________________________________________________
 PX0468  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 PX0468  GEOID HEIGHT-          -7.68  (meters)                     GEOID03
 PX0468
 PX0468  HORZ ORDER  -  THIRD
 PX0468
 PX0468.The horizontal coordinates were established by classical geodetic methods
 PX0468.and adjusted by the National Geodetic Survey in January 1997..
 PX0468
 PX0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0468
 PX0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0468
 PX0468.The geoid height was determined by GEOID03.
 PX0468
 PX0468;                    North         East     Units Scale Factor Converg.
 PX0468;SPC WYWC     -   483,988.947   516,329.075   MT  1.00002356   -0 44 47.8
 PX0468;UTM  12      - 4,967,225.807   594,147.036   MT  0.99970899   +0 50 25.4
 PX0468
 PX0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0468!SPC WYWC     -   0.99947234  x   1.00002356  =   0.99949589
 PX0468!UTM  12      -   0.99947234  x   0.99970899  =   0.99918149
 PX0468
 PX0468:                Primary Azimuth Mark                     Grid Az
 PX0468:SPC WYWC     -  CLOSED                                   279 14 59.9
 PX0468:UTM  12      -  CLOSED                                   277 39 46.7
 PX0468
 PX0468|---------------------------------------------------------------------|
 PX0468| PID    Reference Object                     Distance      Geod. Az  |
 PX0468|                                                           dddmmss.s |
 PX0468| PX0469 CLOSED                              APPROX. 7.4 KM 2783012.1 |
 PX0468|---------------------------------------------------------------------|
 PX0468
 PX0468                          SUPERSEDED SURVEY CONTROL
 PX0468
 PX0468  NAD 83(1993)-  44 51 08.02645(N)    109 48 30.70601(W) AD(       ) 3
 PX0468  NAD 83(1986)-  44 51 08.02110(N)    109 48 30.70123(W) AD(       ) 3
 PX0468  NAD 27      -  44 51 08.22531(N)    109 48 28.05135(W) AD(       ) 3
 PX0468  NGVD 29 (07/19/86) 3373.5    (m)        11068.     (f) VERT ANG       
 PX0468
 PX0468.Superseded values are not recommended for survey control.
 PX0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0468.See file dsdata.txt to determine how the superseded data were derived.
 PX0468
 PX0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ9414767226(NAD 83)
 PX0468_MARKER: DD = SURVEY DISK
 PX0468_SETTING: 66 = SET IN ROCK OUTCROP
 PX0468_SP_SET: SET IN ROCK OUTCROP
 PX0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0468+STABILITY: POSITION/ELEVATION WELL
 PX0468
 PX0468  HISTORY     - Date     Condition        Report By
 PX0468  HISTORY     - 1953     MONUMENTED       USGS
 PX0468
 PX0468                          STATION DESCRIPTION
 PX0468
 PX0468'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0468'LOCATED ABOUT 14.0 MI. (AIRLINE) SE. OF COOKE, MONTANA, AND ABOUT
 PX0468'8.0 MI. (AIRLINE) S. OF THE CLARKS FORK OF THE YELLOWSTONE RIVER,
 PX0468'ON THE EASTERN POINT OF HURRICANE MESA.
 PX0468'
 PX0468'TO REACH FROM COOKE, DRIVE EASTWARD ON U.S. 12 FOR ABOUT 14.0 MI. TO
 PX0468'JUNCTION, RIGHT ON GRAVEL RD. TOWARD CRANDALL GUARD STATION FOR 7.1
 PX0468'MI. TO JUNCTION ON N. SIDE OF CRANDALL CREEK, RIGHT 0.1 MI. TO FORK,
 PX0468'RIGHT 0.2 MI. TO END OF TRUCK TRAVEL.  PACK NW. AROUND FENCE CORNER
 PX0468'TO TRAIL FORK, LEFT THROUGH GATE AND ACROSS N. FORK CRANDALL CREEK,
 PX0468'CONTINUE ABOUT 100 YDS. AND TAKE DIM TRAIL TO RIGHT WHICH LEADS UP
 PX0468'BARE RIDGE, THEN INTO TIMBER, UP ABOVE RIMROCK, AND SW. AROUND TO
 PX0468'SALT GROUND.  FOLLOW GAME AND STOCK TRAILS WESTWARD KEEPING ABOUT
 PX0468'MIDWAY BETWEEN RIDGE AND DRAIN TO BASIN, PACK NORTHWARD TO RIDGE,
 PX0468'THEN W. UP ROCKY AREA TO E. RIM OF THE MESA.  THE LAST 100 YDS. OF
 PX0468'THIS IS UNCERTAIN FOOTING FOR HORSES AND IT IS ADVISABLE TO BACK
 PX0468'PACK INSTRUMENTS TO RIM.  CONTINUE W. TO ROCKY TOP AND STATION SITE.
 PX0468'HORSES CAN BE TAKEN 20 MINUTES FROM TOP.  CAMP SITE IN BASIN BELOW
 PX0468'RIM OR ON TOP BY SNOWBANK (WOOD TO THE NW. ON RIM) AND POSSIBLE BY
 PX0468'LAKE ABOUT 1.0 MI. S. OF STATION SITE.  THIS IS A 7 HOUR PACK TRIP
 PX0468'TO THIS TOP POINT.
 PX0468'
 PX0468'STATION MARK--STANDARD TABLET, STAMPED ---HURRICANE 1953---, CEMENTED
 PX0468'IN ROCK.
 PX0468'
 PX0468'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1171 ***********************************************************************
 MO1171  DESIGNATION -  HUWA
 MO1171  PID         -  MO1171
 MO1171  STATE/COUNTY-  WY/PLATTE
 MO1171  USGS QUAD   -  NATWICK (1981)
 MO1171
 MO1171                         *CURRENT SURVEY CONTROL
 MO1171  ___________________________________________________________________
 MO1171* NAD 83(1993)-  41 59 27.26401(N)    105 06 17.08836(W)     ADJUSTED  
 MO1171* NAVD 88     -      1547.1    (meters)    5076.     (feet)  VERTCON   
 MO1171  ___________________________________________________________________
 MO1171  LAPLACE CORR-         -14.04  (seconds)                    DEFLEC99
 MO1171  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 MO1171
 MO1171  HORZ ORDER  -  THIRD
 MO1171
 MO1171.The horizontal coordinates were established by classical geodetic methods
 MO1171.and adjusted by the National Geodetic Survey in January 1997..
 MO1171
 MO1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1171
 MO1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1171
 MO1171.The geoid height was determined by GEOID03.
 MO1171
 MO1171;                    North         East     Units Scale Factor Converg.
 MO1171;SPC WY E     -   165,569.609   205,130.521   MT  0.99993782   +0 02 29.1
 MO1171;UTM  13      - 4,648,771.909   491,323.886   MT  0.99960093   -0 04 12.3
 MO1171
 MO1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1171!SPC WY E     -   0.99975951  x   0.99993782  =   0.99969735
 MO1171!UTM  13      -   0.99975951  x   0.99960093  =   0.99936054
 MO1171
 MO1171:                Primary Azimuth Mark                     Grid Az
 MO1171:SPC WY E     -  HERMAN                                   110 56 38.2
 MO1171:UTM  13      -  HERMAN                                   111 03 19.6
 MO1171
 MO1171|---------------------------------------------------------------------|
 MO1171| PID    Reference Object                     Distance      Geod. Az  |
 MO1171|                                                           dddmmss.s |
 MO1171| MO1170 HERMAN                              APPROX.12.5 KM 1105907.3 |
 MO1171|---------------------------------------------------------------------|
 MO1171
 MO1171                          SUPERSEDED SURVEY CONTROL
 MO1171
 MO1171  NAD 83(1986)-  41 59 27.24590(N)    105 06 17.08281(W) AD(       ) 3
 MO1171  NAD 27      -  41 59 27.34556(N)    105 06 15.16387(W) AD(       ) 3
 MO1171  NGVD 29 (07/19/86) 1546.3    (m)         5073.     (f) VERT ANG       
 MO1171
 MO1171.Superseded values are not recommended for survey control.
 MO1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1171.See file dsdata.txt to determine how the superseded data were derived.
 MO1171
 MO1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9132448772(NAD 83)
 MO1171_MARKER: DD = SURVEY DISK
 MO1171_SETTING: 0 = UNSPECIFIED SETTING
 MO1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1171
 MO1171  HISTORY     - Date     Condition        Report By
 MO1171  HISTORY     - 1951     MONUMENTED       USGS
 MO1171
 MO1171                          STATION DESCRIPTION
 MO1171
 MO1171'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MO1171'STATION IS LOCATED IN VICINITY OF COONEY HILLS, ON W. EDGE OF LOW FLAT
 MO1171'TABLE LIKE RIDGE, AND ABOUT 4 MI. S. AND 6 MI. W. OF WHEATLAND.
 MO1171'
 MO1171'TO REACH STATION FROM POST OFFICE IN WHEATLAND, GO N. ON HIGHWAY 87
 MO1171'0.5 MI. TO OAK ST., TURN LEFT AND PROCEED W. ON FARM TO MARKET ROAD
 MO1171'4.3 MI., TURN LEFT AND GO 1 MI. TO PALMER CANYON ROAD, TURN RIGHT AND
 MO1171'PROCEED ON PALMER CANYON ROAD 2.4 MI. TO CATTLEGUARD AND RD. JUNCTION,
 MO1171'TURN LEFT AND GO 1 MI. TO RD. JUNCTION, TAKE DIM RD. TO LEFT AND
 MO1171'PROCEED S. 3.0 MI., TURN LEFT AND PROCEED 0.2 MI. E. UP HILL TO
 MO1171'STATION.
 MO1171'
 MO1171'STATION MARK--STANDARD TABLET, SET IN TOP OF 4 IN. PIPE, PROJECTING
 MO1171'ABOUT 4 IN. ABOVE GROUND, STAMPED ---JSC-HUWA 1951---.
 MO1171'
 MO1171'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0406 ***********************************************************************
 PX0406  DESIGNATION -  HWY
 PX0406  PID         -  PX0406
 PX0406  STATE/COUNTY-  WY/PARK
 PX0406  USGS QUAD   -  CODY (1987)
 PX0406
 PX0406                         *CURRENT SURVEY CONTROL
 PX0406  ___________________________________________________________________
 PX0406* NAD 83(1993)-  44 32 37.09555(N)    109 04 19.48917(W)     ADJUSTED  
 PX0406* NAVD 88     -      1557.3    (meters)    5109.     (feet)  VERTCON   
 PX0406  ___________________________________________________________________
 PX0406  LAPLACE CORR-         -18.24  (seconds)                    DEFLEC99
 PX0406  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 PX0406
 PX0406  HORZ ORDER  -  THIRD
 PX0406
 PX0406.The horizontal coordinates were established by classical geodetic methods
 PX0406.and adjusted by the National Geodetic Survey in January 1997..
 PX0406
 PX0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0406
 PX0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0406
 PX0406.The geoid height was determined by GEOID03.
 PX0406
 PX0406;                    North         East     Units Scale Factor Converg.
 PX0406;SPC WYWC     -   449,203.690   574,405.803   MT  0.99994555   -0 13 33.3
 PX0406;UTM  12      - 4,934,064.113   653,151.419   MT  0.99988845   +1 21 09.4
 PX0406
 PX0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0406!SPC WYWC     -   0.99975772  x   0.99994555  =   0.99970328
 PX0406!UTM  12      -   0.99975772  x   0.99988845  =   0.99964620
 PX0406
 PX0406:                Primary Azimuth Mark                     Grid Az
 PX0406:SPC WYWC     -  PORT                                     119 46 38.4
 PX0406:UTM  12      -  PORT                                     118 11 55.7
 PX0406
 PX0406|---------------------------------------------------------------------|
 PX0406| PID    Reference Object                     Distance      Geod. Az  |
 PX0406|                                                           dddmmss.s |
 PX0406| PX0402 PORT                                APPROX. 5.4 KM 1193305.1 |
 PX0406|---------------------------------------------------------------------|
 PX0406
 PX0406                          SUPERSEDED SURVEY CONTROL
 PX0406
 PX0406  NAD 83(1986)-  44 32 37.08526(N)    109 04 19.48433(W) AD(       ) 3
 PX0406  NAD 27      -  44 32 37.23008(N)    109 04 16.96951(W) AD(       ) 3
 PX0406  NGVD 29 (09/11/89) 1556.2    (m)         5106.     (f) VERT ANG       
 PX0406
 PX0406.Superseded values are not recommended for survey control.
 PX0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0406.See file dsdata.txt to determine how the superseded data were derived.
 PX0406
 PX0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5315134064(NAD 83)
 PX0406_MARKER: DD = SURVEY DISK
 PX0406_SETTING: 0 = UNSPECIFIED SETTING
 PX0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0406
 PX0406  HISTORY     - Date     Condition        Report By
 PX0406  HISTORY     - 1947     MONUMENTED       WYHD
 PX0406
 PX0406                          STATION DESCRIPTION
 PX0406
 PX0406'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1947
 PX0406'STATION IS LOCATED 0.3 MI. N. OF THE BURLINGTON DEPOT AT CODY,WYOMING,
 PX0406'AT A RD. JUNCTION NEAR THE END OF THE PAVEMENT ON THE NEW HIGHWAY
 PX0406'TOWARD CLARK, WYOMING, ABOUT 51 FT. E. OF CENTERLINE OF HIGHWAY AND
 PX0406'ABOUT 19 FT. N. OF CENTERLINE OF E.W. DIRT RD.  A STATE R.O.W. MARKER.
 PX0406'
 PX0406'TO REACH STATION FROM POST OFFICE AT CODY.  FOLLOW MAIN RD. TOWARD
 PX0406'CLARK FOR ABOUT 1.6 MI. TO RD. JUNCTION AT TOP OF BENCH ABOVE RIVER.
 PX0406'
 PX0406'STATION MARK - STANDARD STATE R.O.W. TABLET STAMPED F.A.P. NO.S.-268
 PX0406'STATION 77 X 30, ELEVATION 5102.24 SET IN TOP OF CONCRETE POST,
 PX0406'HIGHWAY DEPT., ELEVATION.
 PX0406'
 PX0406'REFERENCE MARK NO.1 - STANDARD STATE R.O.W. TABLET STAMPED F.A.P. NO.
 PX0406'S.-268 STATION 77 X 00 ELEVATION 5101.84 SET IN TOP OF CONCRETE POST
 PX0406'HIGHWAY, DEPARTMENT, ELEVATION. 39.03 FT. FROM STATION,
 PX0406'S 87 DEG 57 MIN W.
 PX0406'
 PX0406'REFERENCE MARK NO.2 - STANDARD STATE HIGHWAY R.O.W. TABLET STAMPED
 PX0406'F.A.P. NO. S.-268 STATION 76 X 58.6 ELEVATION 5100.09 SET IN TOP OF
 PX0406'CONCRETE POST -HIGHWAY DEPARTMENT ELEVATION- 149.65 FT. FROM STATION,
 PX0406'N 10 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0706 ***********************************************************************
 NQ0706  DESIGNATION -  HWY 85 ROW 1140+00 100LT
 NQ0706  PID         -  NQ0706
 NQ0706  STATE/COUNTY-  WY/NIOBRARA
 NQ0706  USGS QUAD   -  HAT CREEK (1981)
 NQ0706
 NQ0706                         *CURRENT SURVEY CONTROL
 NQ0706  ___________________________________________________________________
 NQ0706* NAD 83(1986)-  42 56 22.     (N)    104 22 08.     (W)     SCALED    
 NQ0706* NAVD 88     -      1372.348  (meters)    4502.45   (feet)  ADJUSTED  
 NQ0706  ___________________________________________________________________
 NQ0706  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 NQ0706  DYNAMIC HT  -        1371.628 (meters)    4500.08  (feet)  COMP
 NQ0706  MODELED GRAV-     980,047.5   (mgal)                       NAVD 88
 NQ0706
 NQ0706  VERT ORDER  -  THIRD
 NQ0706
 NQ0706.The horizontal coordinates were scaled from a topographic map and have
 NQ0706.an estimated accuracy of +/- 6 seconds.
 NQ0706
 NQ0706.The orthometric height was determined by differential leveling
 NQ0706.and adjusted by the National Geodetic Survey in June 1991..
 NQ0706
 NQ0706.The geoid height was determined by GEOID03.
 NQ0706
 NQ0706.The dynamic height is computed by dividing the NAVD 88
 NQ0706.geopotential number by the normal gravity value computed on the
 NQ0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0706.degrees latitude (g = 980.6199 gals.).
 NQ0706
 NQ0706.The modeled gravity was interpolated from observed gravity values.
 NQ0706
 NQ0706;                    North         East    Units  Estimated Accuracy
 NQ0706;SPC WY E     -   271,240.      265,110.      MT  (+/- 180 meters Scaled)
 NQ0706
 NQ0706                          SUPERSEDED SURVEY CONTROL
 NQ0706
 NQ0706.No superseded survey control is available for this station.
 NQ0706
 NQ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH514542(NAD 83)
 NQ0706_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NQ0706_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NQ0706_SP_SET: PREFAB CONC. POST IN EARTH
 NQ0706_STAMPING: 100 LT 1140+00 4500.06
 NQ0706_MARK LOGO: WYHD  
 NQ0706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NQ0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0706+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1974
 NQ0706
 NQ0706  HISTORY     - Date     Condition        Report By
 NQ0706  HISTORY     - UNK      MONUMENTED       WYHD
 NQ0706  HISTORY     - 19740724 GOOD             USGS
 NQ0706
 NQ0706                          STATION DESCRIPTION
 NQ0706
 NQ0706'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0706'AT HAT CREEK, WYOMING, IN SECTION 12/TOWNSHIP 63 NORTH/RANGE 34
 NQ0706'NORTH, 100 FEET EAST OF HIGHWAY 85 AND 48 FEET SOUTH OF THE EAST
 NQ0706'HEADING ROAD, IN THE FENCE CORNER, A HIGHWAY RIGHT-OF-WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0044 ***********************************************************************
 NQ0044  DESIGNATION -  HWY 85 STA 796+00.0
 NQ0044  PID         -  NQ0044
 NQ0044  STATE/COUNTY-  WY/NIOBRARA
 NQ0044  USGS QUAD   -  HAT CREEK (1981)
 NQ0044
 NQ0044                         *CURRENT SURVEY CONTROL
 NQ0044  ___________________________________________________________________
 NQ0044* NAD 83(1986)-  42 57 34.     (N)    104 21 47.     (W)     SCALED    
 NQ0044* NAVD 88     -      1345.185  (meters)    4413.33   (feet)  ADJUSTED  
 NQ0044  ___________________________________________________________________
 NQ0044  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NQ0044  DYNAMIC HT  -        1344.491 (meters)    4411.05  (feet)  COMP
 NQ0044  MODELED GRAV-     980,057.1   (mgal)                       NAVD 88
 NQ0044
 NQ0044  VERT ORDER  -  SECOND    CLASS 0
 NQ0044
 NQ0044.The horizontal coordinates were scaled from a topographic map and have
 NQ0044.an estimated accuracy of +/- 6 seconds.
 NQ0044
 NQ0044.The orthometric height was determined by differential leveling
 NQ0044.and adjusted by the National Geodetic Survey in June 1991..
 NQ0044
 NQ0044.The geoid height was determined by GEOID03.
 NQ0044
 NQ0044.The dynamic height is computed by dividing the NAVD 88
 NQ0044.geopotential number by the normal gravity value computed on the
 NQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0044.degrees latitude (g = 980.6199 gals.).
 NQ0044
 NQ0044.The modeled gravity was interpolated from observed gravity values.
 NQ0044
 NQ0044;                    North         East    Units  Estimated Accuracy
 NQ0044;SPC WY E     -   273,460.      265,570.      MT  (+/- 180 meters Scaled)
 NQ0044
 NQ0044                          SUPERSEDED SURVEY CONTROL
 NQ0044
 NQ0044  NGVD 29 (??/??/92) 1344.51   (m)         4411.1    (f) COMPUTED    2 0
 NQ0044
 NQ0044.Superseded values are not recommended for survey control.
 NQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0044.See file dsdata.txt to determine how the superseded data were derived.
 NQ0044
 NQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH519565(NAD 83)
 NQ0044_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NQ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0044_SP_SET: CONCRETE POST
 NQ0044_STAMPING: 796+00.0
 NQ0044_MARK LOGO: WYHD  
 NQ0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0044+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1974
 NQ0044
 NQ0044  HISTORY     - Date     Condition        Report By
 NQ0044  HISTORY     - UNK      MONUMENTED       WYHD
 NQ0044  HISTORY     - 1941     GOOD             NGS
 NQ0044  HISTORY     - 19740724 GOOD             USGS
 NQ0044
 NQ0044                          STATION DESCRIPTION
 NQ0044
 NQ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0044'15.4 MI N FROM LUSK.
 NQ0044'15.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 NQ0044'AT LUSK, NIOBRARA COUNTY, 0.3 MILE SOUTH OF A 7- BY 7-FOOT CONCRETE
 NQ0044'BOX CULVERT, AT STATION 796+00.0, AT THE RIGHT-OF-WAY FENCE, AND
 NQ0044'50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A WYOMING STATE
 NQ0044'HIGHWAY DEPARTMENT STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NQ0044
 NQ0044                          STATION RECOVERY (1974)
 NQ0044
 NQ0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NQ0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0539 ***********************************************************************
 PW0539  DESIGNATION -  HYATT ET
 PW0539  PID         -  PW0539
 PW0539  STATE/COUNTY-  WY/BIG HORN
 PW0539  USGS QUAD   -  HYATTVILLE (1967)
 PW0539
 PW0539                         *CURRENT SURVEY CONTROL
 PW0539  ___________________________________________________________________
 PW0539* NAD 83(1993)-  44 11 48.39637(N)    107 37 02.82591(W)     ADJUSTED  
 PW0539* NAVD 88     -      1531.0    (meters)    5023.     (feet)  VERTCON   
 PW0539  ___________________________________________________________________
 PW0539  LAPLACE CORR-          15.90  (seconds)                    DEFLEC99
 PW0539  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 PW0539
 PW0539  HORZ ORDER  -  THIRD
 PW0539
 PW0539.The horizontal coordinates were established by classical geodetic methods
 PW0539.and adjusted by the National Geodetic Survey in January 1997..
 PW0539
 PW0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0539
 PW0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0539
 PW0539.The geoid height was determined by GEOID03.
 PW0539
 PW0539;                    North         East     Units Scale Factor Converg.
 PW0539;SPC WYEC     -   510,651.895   377,288.819   MT  0.99994384   -0 11 53.0
 PW0539;UTM  13      - 4,897,060.494   290,840.808   MT  1.00013806   -1 49 31.3
 PW0539
 PW0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0539!SPC WYEC     -   0.99976174  x   0.99994384  =   0.99970559
 PW0539!UTM  13      -   0.99976174  x   1.00013806  =   0.99989977
 PW0539
 PW0539:                Primary Azimuth Mark                     Grid Az
 PW0539:SPC WYEC     -  SHALE ET                                 166 49 02.1
 PW0539:UTM  13      -  SHALE ET                                 168 26 40.4
 PW0539
 PW0539|---------------------------------------------------------------------|
 PW0539| PID    Reference Object                     Distance      Geod. Az  |
 PW0539|                                                           dddmmss.s |
 PW0539| PW0540 SHALE ET                            APPROX.13.5 KM 1663709.1 |
 PW0539|---------------------------------------------------------------------|
 PW0539
 PW0539                          SUPERSEDED SURVEY CONTROL
 PW0539
 PW0539  NAD 83(1986)-  44 11 48.37983(N)    107 37 02.81969(W) AD(       ) 3
 PW0539  NAD 27      -  44 11 48.51950(N)    107 37 00.52215(W) AD(       ) 3
 PW0539  NGVD 29 (07/19/86) 1530.2    (m)         5020.     (f) VERT ANG       
 PW0539
 PW0539.Superseded values are not recommended for survey control.
 PW0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0539.See file dsdata.txt to determine how the superseded data were derived.
 PW0539
 PW0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ9084197060(NAD 83)
 PW0539_MARKER: DD = SURVEY DISK
 PW0539_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0539_SP_SET: METAL PIPE AND CONCRETE SURROUND
 PW0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0539
 PW0539  HISTORY     - Date     Condition        Report By
 PW0539  HISTORY     - 1966     MONUMENTED       USGS
 PW0539
 PW0539                          STATION DESCRIPTION
 PW0539
 PW0539'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PW0539'STATION IS LOCATED IN BIG HORN COUNTY, ABOUT 3.4 MI. S. AND 0.8 MI.
 PW0539'W. OF HYATTVILLE, WYOMING.
 PW0539'
 PW0539'STATION IS ON THE E. END OF A HIGH PROMINENT BLACK RIDGE, ON THE
 PW0539'DIVIDE BETWEEN PAINT ROCK AND NOWOOD CREEKS.  STATION REACHED BY
 PW0539'HELICOPTER.
 PW0539'
 PW0539'STATION MARK--STANDARD USGS ALUMINUM TABLET, CEMENTED IN A 2-1/2 IN.
 PW0539'IRON PIPE, SET IN CONCRETE, STAMPED ---HYATT ET 1966---.
 PW0539'
 PW0539'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0265 ***********************************************************************
 MO0265  DESIGNATION -  I 1
 MO0265  PID         -  MO0265
 MO0265  STATE/COUNTY-  WY/PLATTE
 MO0265  USGS QUAD   -  FERGUSON CORNER (1990)
 MO0265
 MO0265                         *CURRENT SURVEY CONTROL
 MO0265  ___________________________________________________________________
 MO0265* NAD 83(1986)-  41 58 38.     (N)    104 54 55.     (W)     SCALED    
 MO0265* NAVD 88     -      1440.647  (meters)    4726.52   (feet)  POSTED    
 MO0265  ___________________________________________________________________
 MO0265  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 MO0265  DYNAMIC HT  -        1439.690 (meters)    4723.38  (feet)  COMP
 MO0265  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 MO0265
 MO0265  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MO0265
 MO0265.The horizontal coordinates were scaled from a topographic map and have
 MO0265.an estimated accuracy of +/- 6 seconds.
 MO0265
 MO0265.The orthometric height was determined by differential leveling
 MO0265.and adjusted by the National Geodetic Survey in 1992..
 MO0265.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MO0265.rate of 0.0 thru 1.0 mm/km.
 MO0265
 MO0265.The geoid height was determined by GEOID03.
 MO0265
 MO0265.The dynamic height is computed by dividing the NAVD 88
 MO0265.geopotential number by the normal gravity value computed on the
 MO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0265.degrees latitude (g = 980.6199 gals.).
 MO0265
 MO0265.The modeled gravity was interpolated from observed gravity values.
 MO0265
 MO0265;                    North         East    Units  Estimated Accuracy
 MO0265;SPC WY E     -   164,080.      220,830.      MT  (+/- 180 meters Scaled)
 MO0265
 MO0265                          SUPERSEDED SURVEY CONTROL
 MO0265
 MO0265.No superseded survey control is available for this station.
 MO0265
 MO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG070472(NAD 83)
 MO0265_MARKER: Z = SEE DESCRIPTION
 MO0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0265_SP_SET: SANDSTONE
 MO0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0265+STABILITY: SURFACE MOTION
 MO0265
 MO0265  HISTORY     - Date     Condition        Report By
 MO0265  HISTORY     - UNK      MONUMENTED       CGS
 MO0265  HISTORY     - 1954     MARK NOT FOUND   NGS
 MO0265
 MO0265                          STATION DESCRIPTION
 MO0265
 MO0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0265'6.7 MI S FROM WHEATLAND.
 MO0265'6.7 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 MO0265'WHEATLAND, PLATTE COUNTY, BETWEEN THE FIRST AND SECOND POLES
 MO0265'WEST OF MILE 89, 50 FEET EAST OF THE FIRST POLE WEST
 MO0265'OF THE MILE POLE, AND 40 FEET NORTH OF THE SANDSTONE POST,
 MO0265'SURROUNDED BY THE LETTERS USBM.  NOTE-- NOT RECOVERED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0102 ***********************************************************************
 MQ0102  DESIGNATION -  I 3
 MQ0102  PID         -  MQ0102
 MQ0102  STATE/COUNTY-  WY/SWEETWATER
 MQ0102  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0102
 MQ0102                         *CURRENT SURVEY CONTROL
 MQ0102  ___________________________________________________________________
 MQ0102* NAD 83(1986)-  41 40 59.     (N)    108 48 20.     (W)     SCALED    
 MQ0102* NAVD 88     -      1985.668  (meters)    6514.65   (feet)  POSTED    
 MQ0102  ___________________________________________________________________
 MQ0102  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MQ0102  DYNAMIC HT  -        1983.980 (meters)    6509.11  (feet)  COMP
 MQ0102  MODELED GRAV-     979,704.1   (mgal)                       NAVD 88
 MQ0102
 MQ0102  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MQ0102
 MQ0102.The horizontal coordinates were scaled from a topographic map and have
 MQ0102.an estimated accuracy of +/- 6 seconds.
 MQ0102
 MQ0102.The orthometric height was determined by differential leveling
 MQ0102.and adjusted by the National Geodetic Survey in 1992..
 MQ0102.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MQ0102.rate of 0.0 thru 1.0 mm/km.
 MQ0102
 MQ0102.The geoid height was determined by GEOID03.
 MQ0102
 MQ0102.The dynamic height is computed by dividing the NAVD 88
 MQ0102.geopotential number by the normal gravity value computed on the
 MQ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0102.degrees latitude (g = 980.6199 gals.).
 MQ0102
 MQ0102.The modeled gravity was interpolated from observed gravity values.
 MQ0102
 MQ0102;                    North         East    Units  Estimated Accuracy
 MQ0102;SPC WYWC     -   131,380.      595,380.      MT  (+/- 180 meters Scaled)
 MQ0102
 MQ0102                          SUPERSEDED SURVEY CONTROL
 MQ0102
 MQ0102.No superseded survey control is available for this station.
 MQ0102
 MQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM826169(NAD 83)
 MQ0102_MARKER: Z = SEE DESCRIPTION
 MQ0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0102_SP_SET: LIMESTONE POST
 MQ0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0102
 MQ0102  HISTORY     - Date     Condition        Report By
 MQ0102  HISTORY     - UNK      MONUMENTED       CGS
 MQ0102  HISTORY     - 1956     MARK NOT FOUND   NGS
 MQ0102
 MQ0102                          STATION DESCRIPTION
 MQ0102
 MQ0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0102'1.0 MI W FROM POINT OF ROCKS.
 MQ0102'1.0 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0102'POINT OF ROCKS, SWEETWATER COUNTY, 7 RAILS EAST OF A SMALL TRESTLE AT
 MQ0102'THE FIRST CURVE WEST OF POINT OF ROCKS, 4 RAILS WEST OF THE STATION
 MQ0102'WHISTLE POST, 45 FEET NORTH OF THE TRACK, AND 8 FEET SOUTH OF THE
 MQ0102'RIGHT-OF-WAY FENCE.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE
 MQ0102'LELTTERS USBM IN THE TOP OF A LIMESTONE POST.  NOTE-- PROBABLY IS
 MQ0102'UNDER A 3 FOOT FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0158 ***********************************************************************
 PW0158  DESIGNATION -  I 4
 PW0158  PID         -  PW0158
 PW0158  STATE/COUNTY-  WY/SHERIDAN
 PW0158  USGS QUAD   -  VERONA (1970)
 PW0158
 PW0158                         *CURRENT SURVEY CONTROL
 PW0158  ___________________________________________________________________
 PW0158* NAD 83(1986)-  44 44 22.     (N)    106 39 57.     (W)     SCALED    
 PW0158* NAVD 88     -      1223.383  (meters)    4013.72   (feet)  POSTED    
 PW0158  ___________________________________________________________________
 PW0158  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PW0158  DYNAMIC HT  -        1222.910 (meters)    4012.16  (feet)  COMP
 PW0158  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 PW0158
 PW0158  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PW0158
 PW0158.The horizontal coordinates were scaled from a topographic map and have
 PW0158.an estimated accuracy of +/- 6 seconds.
 PW0158
 PW0158.The orthometric height was determined by differential leveling
 PW0158.and adjusted by the National Geodetic Survey in 1992..
 PW0158.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PW0158.rate of 1.1 thru 2.0 mm/km.
 PW0158
 PW0158.The geoid height was determined by GEOID03.
 PW0158
 PW0158.The dynamic height is computed by dividing the NAVD 88
 PW0158.geopotential number by the normal gravity value computed on the
 PW0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0158.degrees latitude (g = 980.6199 gals.).
 PW0158
 PW0158.The modeled gravity was interpolated from observed gravity values.
 PW0158
 PW0158;                    North         East    Units  Estimated Accuracy
 PW0158;SPC WYEC     -   571,130.      452,870.      MT  (+/- 180 meters Scaled)
 PW0158
 PW0158                          SUPERSEDED SURVEY CONTROL
 PW0158
 PW0158  NGVD 29 (??/??/92) 1222.666  (m)         4011.36   (f) ADJ UNCH    1 2
 PW0158
 PW0158.Superseded values are not recommended for survey control.
 PW0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0158.See file dsdata.txt to determine how the superseded data were derived.
 PW0158
 PW0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK681553(NAD 83)
 PW0158_MARKER: Z = SEE DESCRIPTION
 PW0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0158_SP_SET: STONE
 PW0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0158+STABILITY: SURFACE MOTION
 PW0158
 PW0158  HISTORY     - Date     Condition        Report By
 PW0158  HISTORY     - UNK      MONUMENTED       CGS
 PW0158  HISTORY     - 1957     GOOD             NGS
 PW0158  HISTORY     - 1970     MARK NOT FOUND   USGS
 PW0158
 PW0158                          STATION DESCRIPTION
 PW0158
 PW0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0158'IN VERONA.
 PW0158'AT VERONA, SHERIDAN COUNTY, OPPOSITE THE CHICAGO, BURLINGTON AND
 PW0158'QUINCY RR STATION, 30 YARDS N. OF THE CENTERLINE OF THE TRACK, AND 1
 PW0158'YARD S. OF THE RIGHT-OF-WAY FENCE.  THE BOTTOM OF A SQUARE HOLE
 PW0158'SURROUNDED BY THE LETTERS U S B M IN THE TOP OF A STONE POST.
 PW0158
 PW0158                          STATION RECOVERY (1970)
 PW0158
 PW0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PW0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0109 ***********************************************************************
 PV0109  DESIGNATION -  I 7
 PV0109  PID         -  PV0109
 PV0109  STATE/COUNTY-  WY/CROOK
 PV0109  USGS QUAD   -  FREDA CREEK (1982)
 PV0109
 PV0109                         *CURRENT SURVEY CONTROL
 PV0109  ___________________________________________________________________
 PV0109* NAD 83(1986)-  44 11 03.     (N)    104 48 31.     (W)     SCALED    
 PV0109* NAVD 88     -      1325.255  (meters)    4347.94   (feet)  ADJUSTED  
 PV0109  ___________________________________________________________________
 PV0109  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PV0109  DYNAMIC HT  -        1324.718 (meters)    4346.18  (feet)  COMP
 PV0109  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 PV0109
 PV0109  VERT ORDER  -  FIRST     CLASS II
 PV0109
 PV0109.The horizontal coordinates were scaled from a topographic map and have
 PV0109.an estimated accuracy of +/- 6 seconds.
 PV0109
 PV0109.The orthometric height was determined by differential leveling
 PV0109.and adjusted by the National Geodetic Survey in June 1991..
 PV0109
 PV0109.The geoid height was determined by GEOID03.
 PV0109
 PV0109.The dynamic height is computed by dividing the NAVD 88
 PV0109.geopotential number by the normal gravity value computed on the
 PV0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0109.degrees latitude (g = 980.6199 gals.).
 PV0109
 PV0109.The modeled gravity was interpolated from observed gravity values.
 PV0109
 PV0109;                    North         East    Units  Estimated Accuracy
 PV0109;SPC WY E     -   409,270.      228,630.      MT  (+/- 180 meters Scaled)
 PV0109
 PV0109                          SUPERSEDED SURVEY CONTROL
 PV0109
 PV0109  NGVD 29 (??/??/92) 1324.624  (m)         4345.87   (f) ADJ UNCH    1 2
 PV0109
 PV0109.Superseded values are not recommended for survey control.
 PV0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0109.See file dsdata.txt to determine how the superseded data were derived.
 PV0109
 PV0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ152923(NAD 83)
 PV0109_MARKER: P = PIPE CAP
 PV0109_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0109_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PV0109_STAMPING: I 7 1908 ELEV 4345.739 FT
 PV0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0109
 PV0109  HISTORY     - Date     Condition        Report By
 PV0109  HISTORY     - 1908     MONUMENTED       CGS
 PV0109  HISTORY     - 1957     GOOD             NGS
 PV0109
 PV0109                          STATION DESCRIPTION
 PV0109
 PV0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0109'9.4 MI SE FROM MOORCROFT.
 PV0109'9.35 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0109'RAILROAD FROM THE STATION AT MOORCROFT, 6 POLES EAST OF MILEPOST
 PV0109'560, 18 1/2 RAILS EAST OF THE CENTER LINE OF A PRIVATE ROAD
 PV0109'CROSSING, 44 FEET NORTH OF THE NORTH RAIL, 135 FEET SOUTH OF
 PV0109'THE CENTER LINE OF U.S. HIGHWAY 16, 35 FEET SOUTH OF THE FENCE
 PV0109'LINE, 14 FEET EAST OF A TELEPHONE POLE, 1 FOOT WEST OF A CONCRETE
 PV0109'WITNESS POST, ABOUT 3 FEET BELOW THE TOP OF THE RAIL, A BENCH
 PV0109'MARK CAP ON THE TOP OF A 3 INCH IRON PIPE PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0291 ***********************************************************************
 PV0291  DESIGNATION -  I 8
 PV0291  PID         -  PV0291
 PV0291  STATE/COUNTY-  WY/CAMPBELL
 PV0291  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0291
 PV0291                         *CURRENT SURVEY CONTROL
 PV0291  ___________________________________________________________________
 PV0291* NAD 83(1986)-  44 22 55.     (N)    105 47 19.     (W)     SCALED    
 PV0291* NAVD 88     -      1311.849  (meters)    4303.96   (feet)  POSTED    
 PV0291  ___________________________________________________________________
 PV0291  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 PV0291  DYNAMIC HT  -        1311.310 (meters)    4302.19  (feet)  COMP
 PV0291  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 PV0291
 PV0291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0291
 PV0291.The horizontal coordinates were scaled from a topographic map and have
 PV0291.an estimated accuracy of +/- 6 seconds.
 PV0291
 PV0291.The orthometric height was determined by differential leveling
 PV0291.and adjusted by the National Geodetic Survey in 1992..
 PV0291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0291.rate of 0.0 thru 1.0 mm/km.
 PV0291
 PV0291.The geoid height was determined by GEOID03.
 PV0291
 PV0291.The dynamic height is computed by dividing the NAVD 88
 PV0291.geopotential number by the normal gravity value computed on the
 PV0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0291.degrees latitude (g = 980.6199 gals.).
 PV0291
 PV0291.The modeled gravity was interpolated from observed gravity values.
 PV0291
 PV0291;                    North         East    Units  Estimated Accuracy
 PV0291;SPC WY E     -   431,380.      150,440.      MT  (+/- 180 meters Scaled)
 PV0291
 PV0291                          SUPERSEDED SURVEY CONTROL
 PV0291
 PV0291.No superseded survey control is available for this station.
 PV0291
 PV0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK371145(NAD 83)
 PV0291_MARKER: Z = SEE DESCRIPTION
 PV0291_SETTING: 66 = SET IN ROCK OUTCROP
 PV0291_SP_SET: ROCK CUT
 PV0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0291+STABILITY: POSITION/ELEVATION WELL
 PV0291
 PV0291  HISTORY     - Date     Condition        Report By
 PV0291  HISTORY     - 1908     MONUMENTED       CGS
 PV0291  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0291
 PV0291                          STATION DESCRIPTION
 PV0291
 PV0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0291'1.3 MI SE FROM FELIX.
 PV0291'1.3 MILES SE ALONG THE CHICAGO, BURLINGTON AND QUINCY RR FROM
 PV0291'FELIX, CROOK COUNTY, MIDWAY BETWEEN MILE POLES 614 AND 615, AT
 PV0291'THE NW END OF A CUT, 11 YARDS SW OF THE CENTERLINE OF THE MAIN
 PV0291'TRACK, AND ON THE FLATTEST ROCK OF A GROUP OF ROCKS.  THE
 PV0291'BOTTOM OF A SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0191 ***********************************************************************
 NS0191  DESIGNATION -  ICE
 NS0191  PID         -  NS0191
 NS0191  STATE/COUNTY-  WY/FREMONT
 NS0191  USGS QUAD   -  HAPPY SPRING (1953)
 NS0191
 NS0191                         *CURRENT SURVEY CONTROL
 NS0191  ___________________________________________________________________
 NS0191* NAD 83(1993)-  42 26 00.70123(N)    108 09 30.46639(W)     ADJUSTED  
 NS0191* NAVD 88     -      2276.8    (meters)    7470.     (feet)  VERTCON   
 NS0191  ___________________________________________________________________
 NS0191  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 NS0191  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 NS0191
 NS0191  HORZ ORDER  -  THIRD
 NS0191
 NS0191.The horizontal coordinates were established by classical geodetic methods
 NS0191.and adjusted by the National Geodetic Survey in January 1997..
 NS0191
 NS0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0191
 NS0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0191
 NS0191.The geoid height was determined by GEOID03.
 NS0191
 NS0191;                    North         East     Units Scale Factor Converg.
 NS0191;SPC WYWC     -   214,899.456   648,672.273   MT  0.99996664   +0 23 56.9
 NS0191;UTM  12      - 4,701,824.575   733,733.988   MT  1.00027222   +1 55 05.3
 NS0191
 NS0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0191!SPC WYWC     -   0.99964509  x   0.99996664  =   0.99961174
 NS0191!UTM  12      -   0.99964509  x   1.00027222  =   0.99991721
 NS0191
 NS0191:                Primary Azimuth Mark                     Grid Az
 NS0191:SPC WYWC     -  DAILEY                                   233 09 09.6
 NS0191:UTM  12      -  DAILEY                                   231 38 01.2
 NS0191
 NS0191|---------------------------------------------------------------------|
 NS0191| PID    Reference Object                     Distance      Geod. Az  |
 NS0191|                                                           dddmmss.s |
 NS0191| NS0199 DAILEY                              APPROX.11.5 KM 2333306.5 |
 NS0191|---------------------------------------------------------------------|
 NS0191
 NS0191                          SUPERSEDED SURVEY CONTROL
 NS0191
 NS0191  NAD 83(1986)-  42 26 00.68688(N)    108 09 30.46632(W) AD(       ) 3
 NS0191  NAD 27      -  42 26 00.84060(N)    108 09 28.12796(W) AD(       ) 3
 NS0191  NGVD 29 (07/19/86) 2275.6    (m)         7466.     (f) VERT ANG       
 NS0191
 NS0191.Superseded values are not recommended for survey control.
 NS0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0191.See file dsdata.txt to determine how the superseded data were derived.
 NS0191
 NS0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3373401825(NAD 83)
 NS0191
 NS0191  HISTORY     - Date     Condition        Report By
 NS0191  HISTORY     - 1948     MONUMENTED       USGS
 NS0191  HISTORY     - 1953     GOOD             USGS
 NS0191
 NS0191                          STATION DESCRIPTION
 NS0191
 NS0191'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (AHM)
 NS0191'STATION IS LOCATED IN NW.1/4 SEC.3, T.28N., R. 95W.  THE STATION IS
 NS0191'BEST REACHED FROM A JUNCTION POINT OF THE SWEETWATER BRIDGE AND U.S.
 NS0191'HIGHWAY 287,LOCATED ABOUT 43 MI.E.OF LANDER,WYOMING, AT A POINT KNOWN
 NS0191'LOCALLY AS SWEETWATER STATION.  FROM THE BRIDGE OVER THE SWEETWATER
 NS0191'RIVER,PROCEED E. ON HIGHWAY 287 0.3 MI. TO DIRT RD.S.KNOWN AS BISON
 NS0191'BASIN RD. TURN RIGHT AND S. ON BISON BASIN RD. 10.2 MI. TO T-RD.,
 NS0191'TURN LEFT NE. 1.5 MI. TO TOP OF HILL.  STATION LIES ABOUT 600 FT. N.
 NS0191'OF RD. ON TOP OF A DOMINANT KNOLL.
 NS0191'
 NS0191'STATION MARK - STANDARD BRONZE TABLET SET IN CONCRETE MONUMENT POURED
 NS0191'IN PLACE, STAMPED ---ICE 1948---.
 NS0191'
 NS0191'REFERENCE MARK NO.1 - STANDARD BRONZE REFERENCE MARK TABLET SET IN A
 NS0191'POURED CONCRETE MONUMENT IN PLACE, 143.12 FT. FROM STATION,
 NS0191'S 56 DEG 10 MIN E.
 NS0191'
 NS0191'REFERENCE MARK NO.2 -  STANDARD BRONZE REFERENCE MARK TABLET SET IN A
 NS0191'CONCRETE MONUMENT POURED IN PLACE, 37.63 FT. FROM STATION,
 NS0191'S 27 DEG 03 MIN W.
 NS0191'
 NS0191'REFERENCE MARK NO.3 - 1/2 IN. PIPE WITH METAL TAG STAMPED ---ICE---
 NS0191'7.40 FT.FROM STATION, N 03 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0348 ***********************************************************************
 NR0348  DESIGNATION -  ICE CAVE MTN
 NR0348  PID         -  NR0348
 NR0348  STATE/COUNTY-  WY/NATRONA
 NR0348  USGS QUAD   -  ICE CAVE MOUNTAIN (1992)
 NR0348
 NR0348                         *CURRENT SURVEY CONTROL
 NR0348  ___________________________________________________________________
 NR0348* NAD 83(1993)-  42 31 27.97608(N)    106 12 12.98653(W)     ADJUSTED  
 NR0348* NAVD 88     -      2402.6    (meters)    7883.     (feet)  VERTCON   
 NR0348  ___________________________________________________________________
 NR0348  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 NR0348  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 NR0348
 NR0348  HORZ ORDER  -  SECOND
 NR0348
 NR0348.The horizontal coordinates were established by classical geodetic methods
 NR0348.and adjusted by the National Geodetic Survey in January 1997..
 NR0348
 NR0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0348
 NR0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0348
 NR0348.The geoid height was determined by GEOID03.
 NR0348
 NR0348;                    North         East     Units Scale Factor Converg.
 NR0348;SPC WYEC     -   325,446.335   492,820.917   MT  1.00004347   +0 45 49.1
 NR0348;SPC WY E     -   225,348.896   114,802.613   MT  1.00002677   -0 42 03.3
 NR0348;UTM  13      - 4,708,708.503   401,142.116   MT  0.99972024   -0 48 48.9
 NR0348
 NR0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0348!SPC WYEC     -   0.99962518  x   1.00004347  =   0.99966864
 NR0348!SPC WY E     -   0.99962518  x   1.00002677  =   0.99965194
 NR0348!UTM  13      -   0.99962518  x   0.99972024  =   0.99934553
 NR0348
 NR0348|---------------------------------------------------------------------|
 NR0348| PID    Reference Object                     Distance      Geod. Az  |
 NR0348|                                                           dddmmss.s |
 NR0348| CP5563 ICE CAVE MTN RM 2                    19.162 METERS 01707     |
 NR0348| NR0347 27                                   20.805 METERS 03642     |
 NR0348| CP5562 ICE CAVE MTN RM 1                    16.072 METERS 29052     |
 NR0348| CP5561 ICE CAVE MTN AZ MK                                 3202444.9 |
 NR0348|---------------------------------------------------------------------|
 NR0348
 NR0348                          SUPERSEDED SURVEY CONTROL
 NR0348
 NR0348  NAD 83(1986)-  42 31 27.96238(N)    106 12 12.97058(W) AD(       ) 2
 NR0348  NAD 27      -  42 31 28.09100(N)    106 12 10.90400(W) AD(       ) 2
 NR0348  NGVD 29 (07/19/86) 2401.5    (m)         7879.     (f) VERT ANG       
 NR0348
 NR0348.Superseded values are not recommended for survey control.
 NR0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0348.See file dsdata.txt to determine how the superseded data were derived.
 NR0348
 NR0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH0114208709(NAD 83)
 NR0348_MARKER: DD = SURVEY DISK
 NR0348_SETTING: 66 = SET IN ROCK OUTCROP
 NR0348
 NR0348  HISTORY     - Date     Condition        Report By
 NR0348  HISTORY     - 1948     MONUMENTED       CGS
 NR0348
 NR0348                          STATION DESCRIPTION
 NR0348
 NR0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0348'THE STATION IS LOCATED IN T. 29 N., R. 78 W., ON A HIGH AND
 NR0348'PROMINENT, GRASSY-TOPPED MOUNTAIN THAT APPEARS CIRCULAR IN
 NR0348'SHAPE.  IT HAS STEEP BLUFFS ON ALL SIDES, A FEW SCATTERED TREES
 NR0348'AROUND THE EDGES, SLOPES GENTLY TO THE WESTWARD ON TOP, AND
 NR0348'IS LOCALLY KNOWN AS ICE CAVE MOUNTAIN.  IT IS BETWEEN SPRUCE
 NR0348'CREEK AND THE EAST FORK OF BATES CREEK.  THE STATION IS ABOUT 28
 NR0348'MILES AIR LINE SOUTHWEST OF GLENROCK, ABOUT 22 MILES AIR
 NR0348'LINE SOUTH-SOUTHEAST OF CASPER, ABOUT 3 MILES AIR LINE
 NR0348'NORTHEAST OF BATES CREEK RESERVOIR, 200 FEET WEST OF A LARGE
 NR0348'JUNIPER TREE ON THE EAST EDGE OF MOUNTAIN, 200 FEET SOUTH OF
 NR0348'THE NORTH EDGE OF MOUNTAIN, AND 12 FEET NORTH OF A WHITE
 NR0348'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND IS STAMPED,
 NR0348'ICE CAVE MTN 1948.
 NR0348'
 NR0348'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NR0348'THE STATION MARK.  IT IS FLUSH WITH THE GROUND AND IS STAMPED,
 NR0348'ICE CAVE MTN NO 1 1948.
 NR0348'
 NR0348'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 NR0348'STATION MARK.  IT IS FLUSH WITH THE GROUND AND STAMPED, ICE
 NR0348'CAVE MTN NO 2 1948.
 NR0348'
 NR0348'REFERENCE MARK NO. 3 IS A U.S. FOREST SERVICE BRONZE DISK SET
 NR0348'IN BEDROCK, 150 FEET SOUTH OF POINT WHERE THE EAST AND NORTH EDGES
 NR0348'OF MOUNTAIN MEET, 100 FEET WEST OF EAST EDGE OF MOUNTAIN, AND
 NR0348'IS APPROXIMATELY 18 INCHES LOWER THAN THE STATION MARK.  IT IS
 NR0348'FLUSH WITH THE GROUND AND STAMPED, 27 1936.
 NR0348'
 NR0348'THE AZIMUTH MARK IS 10 PACES SOUTH OF THE RIM AROUND THE NORTH
 NR0348'SIDE OF THE MOUNTAIN, 3 FEET EAST OF A WHITE WITNESS POST.
 NR0348'IT PROJECTS 8 INCHES AND IS STAMPED, ICE CAVE MTN 1948.  TO
 NR0348'REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE SAME RIDGE
 NR0348'FOR 0.3 MILE TO THE MARK ALONG THE NORTH RIM.
 NR0348'
 NR0348'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND 87
 NR0348'AND STATE HIGHWAY 220 IN THE WEST EDGE OF CASPER, GO SOUTHWEST ON
 NR0348'STATE HIGHWAY 220 FOR 10.8 MILES TO THE GOOSE EGG INN ON RIGHT.
 NR0348'CONTINUE ON HIGHWAY 220 FOR 4.4 MILES TO ROAD ON LEFT AND SIGN
 NR0348'MEDICINE BOW 77.  TURN LEFT ON GRADED ROAD AND GO 8.8 MILES TO
 NR0348'T INTERSECTION AND SIGN ON RIGHT CASPER 26.  TURN LEFT ON THIS
 NR0348'ROAD AND GO 15.4 MILES TO CROSSROAD AND LARGE BOARD SIGN
 NR0348'MEDICINE BOW 58, JUST BEFORE REACHING WOODEN BRIDGE.  CONTINUE
 NR0348'STRAIGHT AHEAD FOR 2.8 MILES TO FORK AND SIGN 2 BAR AND
 NR0348'RESERVOIR.  LEAVE HIGHWAY AND TAKE LEFT FORK FOR 1.15
 NR0348'MILE TO A TRACK ROAD ON LEFT, NORTH.  TAKE LEFT FORK OF TRACK
 NR0348'ROAD AND GO 1.25 MILE TO FORK JUST AFTER PASSING THROUGH
 NR0348'GATE.  TAKE RIGHT FORK FOR 0.35 MILE TO CROSSROAD.  CONTINUE
 NR0348'STRAIGHT AHEAD FOR 1.2 MILE TO FORK.  KEEP STRAIGHT AHEAD
 NR0348'FOR 0.2 MILE TO EAST BATES CREEK.  CONTINUE 0.7 MILE TO
 NR0348'FORK.  KEEP LEFT FORK FOR 0.25 MILE TO FORK.  KEEP LEFT
 NR0348'FORK AND GO 0.8 MILE TO FORK.  KEEP LEFT FORK THAT LEADS UP
 NR0348'THE HILL AND GO 0.3 MILE TO TOP AND LOW SADDLE.  TURN LEFT OFF
 NR0348'TRACK ROAD AND GO 0.1 MILE TO THE END OF TRUCK TRAVEL.
 NR0348'THENCE PACK WESTERLY TO TOP AND HIGHEST POINT AND STATION.  A
 NR0348'5-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0353 ***********************************************************************
 OV0353  DESIGNATION -  ILLCO
 OV0353  PID         -  OV0353
 OV0353  STATE/COUNTY-  WY/NATRONA
 OV0353  USGS QUAD   -  ILLCO (1978)
 OV0353
 OV0353                         *CURRENT SURVEY CONTROL
 OV0353  ___________________________________________________________________
 OV0353* NAD 83(1993)-  43 01 02.87952(N)    106 24 20.53568(W)     ADJUSTED  
 OV0353* NAVD 88     -      1711.2    (meters)    5614.     (feet)  VERTCON   
 OV0353  ___________________________________________________________________
 OV0353  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 OV0353  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 OV0353
 OV0353  HORZ ORDER  -  FIRST
 OV0353
 OV0353.The horizontal coordinates were established by classical geodetic methods
 OV0353.and adjusted by the National Geodetic Survey in January 1997..
 OV0353
 OV0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0353
 OV0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0353
 OV0353.The geoid height was determined by GEOID03.
 OV0353
 OV0353;                    North         East     Units Scale Factor Converg.
 OV0353;SPC WYEC     -   380,011.672   475,613.844   MT  1.00000781   +0 37 58.4
 OV0353;UTM  13      - 4,763,713.140   385,454.999   MT  0.99976141   -0 57 32.8
 OV0353
 OV0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0353!SPC WYEC     -   0.99973381  x   1.00000781  =   0.99974161
 OV0353!UTM  13      -   0.99973381  x   0.99976141  =   0.99949528
 OV0353
 OV0353|---------------------------------------------------------------------|
 OV0353| PID    Reference Object                     Distance      Geod. Az  |
 OV0353|                                                           dddmmss.s |
 OV0353| CP5568 ILLCO RM 1                           19.571 METERS 06724     |
 OV0353| CP5569 ILLCO RM 2                           10.766 METERS 13826     |
 OV0353| CP5567 ILLCO AZ MK                                        1641647.0 |
 OV0353|---------------------------------------------------------------------|
 OV0353
 OV0353                          SUPERSEDED SURVEY CONTROL
 OV0353
 OV0353  NAD 83(1986)-  43 01 02.86276(N)    106 24 20.51176(W) AD(       ) 1
 OV0353  NAD 27      -  43 01 02.98400(N)    106 24 18.39800(W) AD(       ) 1
 OV0353  NGVD 29 (09/08/93) 1710.3    (m)         5611.     (f) VERT ANG       
 OV0353
 OV0353.Superseded values are not recommended for survey control.
 OV0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0353.See file dsdata.txt to determine how the superseded data were derived.
 OV0353
 OV0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8545563713(NAD 83)
 OV0353_MARKER: DS = TRIANGULATION STATION DISK
 OV0353_SETTING: 66 = SET IN ROCK OUTCROP
 OV0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0353
 OV0353  HISTORY     - Date     Condition        Report By
 OV0353  HISTORY     - 1934     MONUMENTED       CGS
 OV0353  HISTORY     - 1942     GOOD             CGS
 OV0353  HISTORY     - 1947     GOOD             USGS
 OV0353  HISTORY     - 1952     GOOD             CGS
 OV0353
 OV0353                          STATION DESCRIPTION
 OV0353
 OV0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OV0353'ABOUT 12 MILES NORTH-NORTHWEST OF CASPER, 4 MILES EAST OF
 OV0353'ILLCO RAILROAD SIDING, 3-1/2 MILES WEST OF U.S. HIGHWAY 87E,
 OV0353'IN T. 35 N., R. 80 W., 4 FEET EAST OF LARGE BOULDER AND ON
 OV0353'HIGHER OF 2 ROCKY SANDSTONE KNOBS WHICH ARE ABOUT 2 MILES
 OV0353'SOUTH OF A HIGHER ROCKY RIDGE.  TO REACH FROM INTERSECTION
 OV0353'OF U.S. HIGHWAYS 20 AND 87E IN CASPER, FOLLOW HIGHWAY 87E
 OV0353'6.8 MILES TO CASPER AIRPORT, CONTINUE NORTH 3.6 MILES ON
 OV0353'HIGHWAY TO POINT WHERE ORMSTEAD COUNTY ROAD COMES IN FROM
 OV0353'RIGHT, CONTINUE NORTH 0.9 MILE TO DIM ROAD ON LEFT (AT SOUTH
 OV0353'SIDE OF ALKALI FLAT), TURN LEFT ONTO DIM ROAD, PASS THROUGH
 OV0353'GATE, TURN SHARP RIGHT AND GO 0.2 MILE ALONG WEST SIDE OF
 OV0353'FENCE, FOLLOW LEFT FORK 0.3 MILE TO CROSSROADS, CONTINUE
 OV0353'STRAIGHT AHEAD 0.75 MILE TO GATE, PASS THROUGH GATE AND GO 0.35
 OV0353'MILE TO CROSSROADS, TURN LEFT AND GO 0.95 MILE TO POINT
 OV0353'WHERE ROAD PASSES UNDER HIGH-TENSION LINE, CONTINUE
 OV0353'WEST (PASSING THROUGH ROCKY GAP) 0.15 MILE, FOLLOW LEFT
 OV0353'FORK 0.3 MILE TO CROSSROADS, CONTINUE STRAIGHT AHEAD 0.45
 OV0353'MILE TO ANOTHER CROSSROADS, TURN LEFT AND GO 0.05 MILE
 OV0353'TO CORNER OF 4 FENCES, PASS THROUGH GATE AND GO WEST 0.45
 OV0353'MILE ALONG SOUTH SIDE OF EAST-AND-WEST FENCE TO TOP OF
 OV0353'RIDGE, CONTINUE WEST 0.8 MILE TO TOP OF RIDGE WHICH IS LOW
 OV0353'AND GRASSY, TURN RIGHT AND FOLLOW RIDGE 0.2 MILE TO
 OV0353'POINT WHERE ROAD BEGINS, FOLLOW ROAD NORTH 1.1
 OV0353'MILES--AT THIS POINT STATION BEARS 30 DEG MAGNETIC,
 OV0353'LEAVE ROAD AND GO NORTH-NORTHEAST 0.8 MILE TO STATION SITE.
 OV0353'MARKED BY STANDARD STATION DISK IN BEDROCK.
 OV0353'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN BEDROCK.
 OV0353'NO. 1 IS 64.21 FEET FROM STATION N 67 DEG 36 MIN E.
 OV0353'NO. 2 IS 35.32 FEET FROM STATION N 41 DEG 34 MIN E.
 OV0353'DISTANCE BETWEEN REFERENCE MARKS IS 69.6 FEET.  AZIMUTH
 OV0353'MARK IS NEAR WEST END AND ON HIGHEST POINT OF ROCKY OUTCROP
 OV0353'IN VALLEY, AND 0.5 MILE FROM STATION S 15 DEG 43 MIN E.
 OV0353
 OV0353                          STATION RECOVERY (1942)
 OV0353
 OV0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 OV0353'THE STATION MARKER WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 OV0353
 OV0353                          STATION RECOVERY (1947)
 OV0353
 OV0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 OV0353'RECOVERED BY USGS IN 1947.
 OV0353'
 OV0353'STATION MARK--STANDARD STATION DISK IN BEDROCK.
 OV0353
 OV0353                          STATION RECOVERY (1952)
 OV0353
 OV0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GBG)
 OV0353'RECOMMENDED CHANGES IN THE DESCRIPTION--
 OV0353'
 OV0353'BEGINNING WITH THE PHRASE, TO REACH FROM INTERSECTION OF
 OV0353'U.S. HIGHWAYS 20 AND 87 IN CASPER FOLLOW U.S. HIGHWAY 87
 OV0353'TO WARDWELL FIELD (OLD CASPER AIRPORT) A DISTANCE OF 6.8 MI.
 OV0353'TAKE THE LEFT FORK (NEW HIGHWAY) 5.8 MI. N TO A DIM ROAD ON
 OV0353'THE LEFT.  TURN LEFT THROUGH THE GATE AND GO 1.3 MI. TO AN
 OV0353'ELECTRIC POWER LINE.  CONTINUE W UNDER THE POWER LINE AND
 OV0353'THROUGH A ROCKY GAP FOR 2.3 MI. TO TOP OF RIDGE WHICH IS
 OV0353'LOW AND GRASSY --- (CONTINUE WITH THE ORIGINAL DESCRIPTION).
 OV0353'
 OV0353'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1304 ***********************************************************************
 MO1304  DESIGNATION -  ILLINOIS
 MO1304  PID         -  MO1304
 MO1304  STATE/COUNTY-  WY/ALBANY
 MO1304  USGS QUAD   -  BIG JUDSON (1981)
 MO1304
 MO1304                         *CURRENT SURVEY CONTROL
 MO1304  ___________________________________________________________________
 MO1304* NAD 83(1993)-  41 30 38.10140(N)    105 56 32.41738(W)     ADJUSTED  
 MO1304* NAVD 88     -      2287.7    (meters)    7506.     (feet)  VERTCON   
 MO1304  ___________________________________________________________________
 MO1304  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 MO1304  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 MO1304
 MO1304  HORZ ORDER  -  THIRD
 MO1304
 MO1304.The horizontal coordinates were established by classical geodetic methods
 MO1304.and adjusted by the National Geodetic Survey in January 1997..
 MO1304
 MO1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1304
 MO1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1304
 MO1304.The geoid height was determined by GEOID03.
 MO1304
 MO1304;                    North         East     Units Scale Factor Converg.
 MO1304;SPC WY E     -   112,512.863   135,248.751   MT  0.99998908   -0 30 50.8
 MO1304;SPC WYEC     -   213,156.637   516,118.008   MT  1.00010337   +0 55 19.2
 MO1304;UTM  13      - 4,595,867.829   421,362.215   MT  0.99967610   -0 37 28.5
 MO1304
 MO1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1304!SPC WY E     -   0.99964314  x   0.99998908  =   0.99963222
 MO1304!SPC WYEC     -   0.99964314  x   1.00010337  =   0.99974647
 MO1304!UTM  13      -   0.99964314  x   0.99967610  =   0.99931935
 MO1304
 MO1304:                Primary Azimuth Mark                     Grid Az
 MO1304:SPC WY E     -  ILLINOIS AZ MK                           104 27 27.8
 MO1304:SPC WYEC     -  ILLINOIS AZ MK                           103 01 17.8
 MO1304:UTM  13      -  ILLINOIS AZ MK                           104 34 05.5
 MO1304
 MO1304|---------------------------------------------------------------------|
 MO1304| PID    Reference Object                     Distance      Geod. Az  |
 MO1304|                                                           dddmmss.s |
 MO1304| MO1349 ILLINOIS AZ MK                                     1035637.0 |
 MO1304| CQ4051 ILLINOIS RM 1                        10.088 METERS 11731     |
 MO1304| CQ4052 ILLINOIS RM 2                         9.665 METERS 21818     |
 MO1304|---------------------------------------------------------------------|
 MO1304
 MO1304                          SUPERSEDED SURVEY CONTROL
 MO1304
 MO1304  NAD 83(1986)-  41 30 38.08774(N)    105 56 32.41527(W) AD(       ) 3
 MO1304  NAD 27      -  41 30 38.19200(N)    105 56 30.39800(W) AD(       ) 3
 MO1304  NGVD 29 (07/19/86) 2286.5    (m)         7502.     (f) VERT ANG       
 MO1304
 MO1304.Superseded values are not recommended for survey control.
 MO1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1304.See file dsdata.txt to determine how the superseded data were derived.
 MO1304
 MO1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF2136295868(NAD 83)
 MO1304_MARKER: DS = TRIANGULATION STATION DISK
 MO1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1304
 MO1304  HISTORY     - Date     Condition        Report By
 MO1304  HISTORY     - 1948     MONUMENTED       CGS
 MO1304  HISTORY     - 1953     GOOD             USGS
 MO1304
 MO1304                          STATION DESCRIPTION
 MO1304
 MO1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1304'THE STATION IS LOCATED ON THE SOUTH END OF A SMALL MESA WHICH
 MO1304'LIES BETWEEN COOPER CREEK AND FOURMILE CREEK, ABOUT 23 MILES
 MO1304'AIR LINE NORTHWEST OF LARAMIE, ABOUT 15.5 MILES AIR LINE
 MO1304'SOUTH OF ROCK RIVER, ABOUT 7 MILES AIR LINE SOUTHWEST OF
 MO1304'COOPER LAKE, AND ABOUT 4 MILES AIR LINE NORTHWEST OF JAMES
 MO1304'LAKE.  THE STATION MARK IS 0.1 MILE SOUTH OF WHERE AN EAST-WEST
 MO1304'FENCE LINE CROSSES MESA, 5 FEET SOUTH OF A WHITE WITNESS POST,
 MO1304'PROJECTS 6 INCHES AND STAMPED, ILLINOIS 1948.
 MO1304'
 MO1304'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MO1304'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED.  ILLINOIS
 MO1304'NO 1 1948.
 MO1304'
 MO1304'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 MO1304'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, ILLINOIS NO
 MO1304'2 1948.
 MO1304'
 MO1304'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO THE STATION,
 MO1304'15 FEET SOUTH OF THE CENTER LINE OF ROAD, 3 FEET NORTH OF
 MO1304'A WHITE WITNESS POST, 2 FEET SOUTH OF A TELEPHONE POLE, PROJECTS
 MO1304'6 INCHES AND STAMPED, ILLINOIS 1948.
 MO1304'
 MO1304'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MO1304'STATE HIGHWAYS 230 AND 130, GO WEST ON STATE HIGHWAY 230 AND
 MO1304'130 FOR 2.1 MILES TO JUNCTION.  TAKE RIGHT FORK ON STATE
 MO1304'HIGHWAY 130 FOR 5.0 MILES TO A GRADED ROAD RIGHT, NORTH, AND
 MO1304'SMALL SIGN THE CALIFORNIA COMPANY.  TURN RIGHT AND FOLLOW GRADED
 MO1304'ROAD FOR 6.7 MILES TO FORK.  TAKE RIGHT FORK STRAIGHT AHEAD
 MO1304'ACROSS CATTLE GUARD AND GO 3.1 MILES TO FORK AT THE TOP OF A
 MO1304'SMALL BLUFF.  TURN LEFT AND FOLLOW TRACK ROAD WEST FOR 1.3
 MO1304'MILE TO FORK AT A TELEPHONE LINE.  TURN RIGHT AND FOLLOW
 MO1304'TELEPHONE LINE FOR 5.6 MILES TO FORK AT OLD RANCH BUILDINGS.
 MO1304'TAKE LEFT FORK ALONG TELEPHONE LINE AND GO 2.3 MILES TO THE
 MO1304'AZIMUTH MARK ON THE LEFT, SOUTH.  CONTINUE ON ROAD FOR 0.8
 MO1304'MILE TO A DIM FORK ON THE LEFT JUST BEFORE REACHING
 MO1304'CATTLE GUARD.  TURN LEFT ON DIM TRACK ROAD AND FOLLOW
 MO1304'ALONG THE SOUTH SIDE OF THE FENCE FOR 0.35 MILE TO THE
 MO1304'BASE OF A SMALL MESA.  HERE PACK TO THE TOP OF THE MESA.
 MO1304'THENCE SOUTH ALONG THE TOP OF MESA FOR 0.1 MILE TO THE
 MO1304'STATION AS DESCRIBED.  A 5-MINUTE PACK.
 MO1304
 MO1304                          STATION RECOVERY (1953)
 MO1304
 MO1304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MO1304'RECOVERED.
 MO1304'
 MO1304'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE, STAMPED
 MO1304'---ILLINOIS 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0366 ***********************************************************************
 OV0366  DESIGNATION -  INDART
 OV0366  PID         -  OV0366
 OV0366  STATE/COUNTY-  WY/JOHNSON
 OV0366  USGS QUAD   -  KAYCEE NE (1981)
 OV0366
 OV0366                         *CURRENT SURVEY CONTROL
 OV0366  ___________________________________________________________________
 OV0366* NAD 83(1993)-  43 44 45.83743(N)    106 31 17.76664(W)     ADJUSTED  
 OV0366* NAVD 88     -      1509.4    (meters)    4952.     (feet)  VERTCON   
 OV0366  ___________________________________________________________________
 OV0366  LAPLACE CORR-          -9.85  (seconds)                    DEFLEC99
 OV0366  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 OV0366  OBS GRAVITY -     980,030.2   (mgal)                       GRAV_OBS
 OV0366
 OV0366  HORZ ORDER  -  THIRD
 OV0366  VERT ORDER  -  THIRD ? (See Below)
 OV0366
 OV0366.The horizontal coordinates were established by classical geodetic methods
 OV0366.and adjusted by the National Geodetic Survey in January 1997..
 OV0366
 OV0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0366.The vertical order pertains to the NGVD 29 superseded value.
 OV0366
 OV0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0366
 OV0366.The geoid height was determined by GEOID03.
 OV0366.The observed gravity was obtained from relative gravimeter ties
 OV0366.to the IGSN71 gravity network.
 OV0366
 OV0366;                    North         East     Units Scale Factor Converg.
 OV0366;SPC WYEC     -   460,856.776   465,378.941   MT  0.99999006   +0 33 40.7
 OV0366;UTM  13      - 4,844,794.572   377,487.172   MT  0.99978461   -1 03 08.1
 OV0366
 OV0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0366!SPC WYEC     -   0.99976548  x   0.99999006  =   0.99975554
 OV0366!UTM  13      -   0.99976548  x   0.99978461  =   0.99955014
 OV0366
 OV0366:                Primary Azimuth Mark                     Grid Az
 OV0366:SPC WYEC     -  SUSSEX                                   323 08 47.2
 OV0366:UTM  13      -  SUSSEX                                   324 45 36.0
 OV0366
 OV0366|---------------------------------------------------------------------|
 OV0366| PID    Reference Object                     Distance      Geod. Az  |
 OV0366|                                                           dddmmss.s |
 OV0366| OV0362 SUSSEX                              APPROX. 5.4 KM 3234227.9 |
 OV0366|---------------------------------------------------------------------|
 OV0366
 OV0366                          SUPERSEDED SURVEY CONTROL
 OV0366
 OV0366  NAD 83(1986)-  43 44 45.82007(N)    106 31 17.73887(W) AD(       ) 3
 OV0366  NAD 27      -  43 44 45.91139(N)    106 31 15.59861(W) AD(       ) 3
 OV0366  NGVD 29 (07/19/86) 1508.6    (m)         4949.     (f) LEVELING    3  
 OV0366
 OV0366.Superseded values are not recommended for survey control.
 OV0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0366.See file dsdata.txt to determine how the superseded data were derived.
 OV0366
 OV0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ7748744795(NAD 83)
 OV0366_MARKER: DD = SURVEY DISK
 OV0366_SETTING: 0 = UNSPECIFIED SETTING
 OV0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0366
 OV0366  HISTORY     - Date     Condition        Report By
 OV0366  HISTORY     - 1958     MONUMENTED       USGS
 OV0366
 OV0366                          STATION DESCRIPTION
 OV0366
 OV0366'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0366'STATION IS LOCATED ABOUT 6.0 MI. AIR NE. OF KAYCEE. WYOMING AND ABOUT
 OV0366'11.8 MI. AIR NW. OF SUSSEX, WYOMING.
 OV0366'
 OV0366'TO REACH STATION FROM KAYCEE POST OFFICE, FOLLOW U.S. HIGHWAY 87 N.
 OV0366'0.4 MI. TO JUNCTION OF STATE SECONDARY HIGHWAY 1002, THENCE E. ALONG
 OV0366'STATE SECONDARY HIGHWAY 1002 FOR 5.5 MI. TO A T-RD. N., THENCE N.
 OV0366'ALONG MAIN TRAVELED GRADED RD. 3.7 MI. TO A T-TRAIL W. TAKE TRAIL W.
 OV0366'0.3 MI. TO A SADDLE, THENCE 0.1 MI. N. CROSS COUNTRY TO TOP OF HILL
 OV0366'AND STATION SITE.
 OV0366'
 OV0366'STATION MARK - STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.5
 OV0366'FT. ABOVE GROUND STAMPED --- INDART 1958 ---.
 OV0366'
 OV0366'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0812 ***********************************************************************
 OX0812  DESIGNATION -  INDIAN
 OX0812  PID         -  OX0812
 OX0812  STATE/COUNTY-  WY/LINCOLN
 OX0812  USGS QUAD   -  OBSERVATION PEAK (1996)
 OX0812
 OX0812                         *CURRENT SURVEY CONTROL
 OX0812  ___________________________________________________________________
 OX0812* NAD 83(1993)-  43 17 02.55778(N)    110 56 59.42966(W)     ADJUSTED  
 OX0812* NAVD 88     -      3040.     (meters)    9974.     (feet)  SCALED    
 OX0812  ___________________________________________________________________
 OX0812  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 OX0812  GEOID HEIGHT-         -10.12  (meters)                     GEOID03
 OX0812
 OX0812  HORZ ORDER  -  THIRD
 OX0812
 OX0812.The horizontal coordinates were established by classical geodetic methods
 OX0812.and adjusted by the National Geodetic Survey in January 1997..
 OX0812
 OX0812.The orthometric height was scaled from a topographic map.
 OX0812
 OX0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0812
 OX0812.The geoid height was determined by GEOID03.
 OX0812
 OX0812;                    North         East     Units Scale Factor Converg.
 OX0812;SPC WY W     -   409,572.409   729,674.647   MT  0.99999832   -0 35 38.8
 OX0812;UTM  12      - 4,792,359.387   504,069.448   MT  0.99960020   +0 02 03.8
 OX0812
 OX0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0812!SPC WY W     -   0.99952501  x   0.99999832  =   0.99952333
 OX0812!UTM  12      -   0.99952501  x   0.99960020  =   0.99912540
 OX0812
 OX0812:                Primary Azimuth Mark                     Grid Az
 OX0812:SPC WY W     -  GREYS                                    150 34 22.4
 OX0812:UTM  12      -  GREYS                                    149 56 39.8
 OX0812
 OX0812|---------------------------------------------------------------------|
 OX0812| PID    Reference Object                     Distance      Geod. Az  |
 OX0812|                                                           dddmmss.s |
 OX0812| OX0805 GREYS                               APPROX.23.5 KM 1495843.6 |
 OX0812|---------------------------------------------------------------------|
 OX0812
 OX0812                          SUPERSEDED SURVEY CONTROL
 OX0812
 OX0812  NAD 83(1993)-  43 17 02.55516(N)    110 56 59.42319(W) AD(       ) 3
 OX0812  NAD 83(1986)-  43 17 02.54595(N)    110 56 59.41886(W) AD(       ) 3
 OX0812  NAD 27      -  43 17 02.80305(N)    110 56 56.65097(W) AD(       ) 3
 OX0812
 OX0812.Superseded values are not recommended for survey control.
 OX0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0812.See file dsdata.txt to determine how the superseded data were derived.
 OX0812
 OX0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN0406992359(NAD 83)
 OX0812_MARKER: Z = SEE DESCRIPTION
 OX0812_SETTING: 0 = UNSPECIFIED SETTING
 OX0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0812
 OX0812  HISTORY     - Date     Condition        Report By
 OX0812  HISTORY     - 1907     MONUMENTED       USGS
 OX0812
 OX0812                          STATION DESCRIPTION
 OX0812
 OX0812'DESCRIBED BY US GEOLOGICAL SURVEY 1907
 OX0812'ON A HIGH PEAK AT THE HEAD OF LITTLE FALL RIVER, WHICH RUNS E. INTO
 OX0812'SNAKE RIVER, AND THE HEAD OF A CREEK WHICH RUNS SW. INTO SNAKE RIVER.
 OX0812'THERE IS ANOTHER PEAK ABOUT SAME ELEVATION WITH A CAIRN SLIGHTLY OFF
 OX0812'THE SUMMIT, ABOUT 1.5 MI. SW. OF STATION.  THERE IS A DIM HUNTERS
 OX0812'TRAIL UP LITTLE FALL RIVER TO SUMMIT OF RANGE.  STATION IS ABOUT 1.5
 OX0812'MI. S. ALONG SUMMIT FROM THE HIGHEST POINT OF TRAIL.  PROBABLY A GOOD
 OX0812'WAY TO GO TO STATION WOULD BE UP INDIAN CREEK FROM THE W.
 OX0812'
 OX0812'STATION MARK--A STONE WITH A DRILL HOLE 2 IN. DEEP MARKING CENTER,
 OX0812'PLACED IN GROUND LEVEL WITH SURFACE.
 OX0812'
 OX0812'REFERENCE MARK--CUT ON SOLID ROCK ---U.S. PLUS G.S.---, DISTANCE
 OX0812'8.7 FT. FROM STATION, N 48 DEG 45 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1144 ***********************************************************************
 MO1144  DESIGNATION -  INDIAN
 MO1144  PID         -  MO1144
 MO1144  STATE/COUNTY-  WY/GOSHEN
 MO1144  USGS QUAD   -  Y B O CANYON (1990)
 MO1144
 MO1144                         *CURRENT SURVEY CONTROL
 MO1144  ___________________________________________________________________
 MO1144* NAD 83(1993)-  41 52 23.93134(N)    104 36 25.38368(W)     ADJUSTED  
 MO1144* NAVD 88     -      1580.     (meters)    5184.     (feet)  SCALED    
 MO1144  ___________________________________________________________________
 MO1144  LAPLACE CORR-         -11.89  (seconds)                    DEFLEC99
 MO1144  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 MO1144
 MO1144  HORZ ORDER  -  SECOND
 MO1144
 MO1144.The horizontal coordinates were established by classical geodetic methods
 MO1144.and adjusted by the National Geodetic Survey in January 1997..
 MO1144
 MO1144.The orthometric height was scaled from a topographic map.
 MO1144
 MO1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1144
 MO1144.The geoid height was determined by GEOID03.
 MO1144
 MO1144;                    North         East     Units Scale Factor Converg.
 MO1144;SPC WY E     -   152,658.779   246,453.610   MT  0.99996404   +0 22 24.8
 MO1144;UTM  13      - 4,635,785.244   532,607.597   MT  0.99961308   +0 15 44.2
 MO1144
 MO1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1144!SPC WY E     -   0.99975480  x   0.99996404  =   0.99971885
 MO1144!UTM  13      -   0.99975480  x   0.99961308  =   0.99936797
 MO1144
 MO1144|---------------------------------------------------------------------|
 MO1144| PID    Reference Object                     Distance      Geod. Az  |
 MO1144|                                                           dddmmss.s |
 MO1144| CQ4055 INDIAN RM 2                          26.072 METERS 06649     |
 MO1144| CQ4054 INDIAN RM 1                           6.302 METERS 20026     |
 MO1144| CQ4053 INDIAN AZ MK                                       2715824.6 |
 MO1144|---------------------------------------------------------------------|
 MO1144
 MO1144                          SUPERSEDED SURVEY CONTROL
 MO1144
 MO1144  NAD 83(1986)-  41 52 23.91403(N)    104 36 25.38288(W) AD(       ) 2
 MO1144  NAD 27      -  41 52 24.02320(N)    104 36 23.51520(W) AD(       ) 2
 MO1144
 MO1144.Superseded values are not recommended for survey control.
 MO1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1144.See file dsdata.txt to determine how the superseded data were derived.
 MO1144
 MO1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG3260835785(NAD 83)
 MO1144_MARKER: DS = TRIANGULATION STATION DISK
 MO1144_SETTING: 66 = SET IN ROCK OUTCROP
 MO1144
 MO1144  HISTORY     - Date     Condition        Report By
 MO1144  HISTORY     - 1963     MONUMENTED       USGS
 MO1144  HISTORY     - 1966     GOOD             CGS
 MO1144
 MO1144                          STATION DESCRIPTION
 MO1144
 MO1144'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (RLS)
 MO1144'THE STATION IS 19 MILES NORTHWEST OF HAWK SPRINGS, 11 MILES
 MO1144'EAST OF SLATER, IN THE SOUTHWEST QUARTER OF SECTION 13, T 22
 MO1144'N, R 65 W, ON THE SUMMIT OF A SMALL ROCK KNOLL, NEAR THE
 MO1144'EASTERN RIM OF BLUFFS OVERLOOKING GOSHEN HOLE, ON PROPERTY
 MO1144'OWNED BY MR. LINK REDDING.
 MO1144'
 MO1144'TO REACH THE STATION FROM THE RAILROAD CROSSING, WEST OF THE
 MO1144'DEPOT IN HAWK SPRINGS, GO NORTH ON U.S. HIGHWAY 85 FOR 4.9
 MO1144'MILES TO A CROSSROAD, A SIGN SPRINGER WILDLIFE UNIT IN THE
 MO1144'NORTHEAST ANGLE.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR
 MO1144'1.7 MILES TO A SIDE ROAD ON THE LEFT.  BEAR RIGHT AND GO
 MO1144'NORTH, WEST AND NORTH ON A GRAVEL ROAD FOR 1.2 MILES TO A SIDE
 MO1144'ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR
 MO1144'4.9 MILES TO THE END OF THE PAVEMENT.  CONTINUE WEST ON A
 MO1144'GRAVEL ROAD FOR 9.1 MILES TO A SIDE ROAD ON THE LEFT.  BEAR
 MO1144'RIGHT WITH THE MAIN ROAD AND GO NORTHWEST AND WEST FOR 2.65
 MO1144'MILES TO A CATTLE GUARD AT THE TOP OF A GRADE.  CONTINUE
 MO1144'WEST FOR 0.05 MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN
 MO1144'LEFT AND GO SOUTHERLY ON THE TRACK ROAD FOR 0.7 MILE TO A
 MO1144'WINDMILL AND THE AZIMUTH MARK.  TURN LEFT AND GO
 MO1144'EASTERLY ON A TRACK ROAD FOR 0.4 MILE.  TURN RIGHT AND
 MO1144'GO SOUTH FOR 0.05 MILE TO THE STATION ON A ROCKY KNOLL,
 MO1144'NEAR A LONE TREE.
 MO1144'
 MO1144'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MO1144'STAMPED INDIAN 1947, CEMENTED IN A DRILL HOLE IN BEDROCK,
 MO1144'FLUSH WITH THE SURROUNDING SURFACE.  IT IS 55 FEET SOUTH OF THE
 MO1144'LONE TREE.
 MO1144'
 MO1144'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY REFERENCE
 MO1144'MARK DISK STAMPED INDIAN NO 1 1947, IS CEMENTED IN A DRILL
 MO1144'HOLE IN BEDROCK, FLUSH WITH THE SURROUNDING SURFACE.  IT IS
 MO1144'80 FEET SOUTH OF THE LONE TREE.
 MO1144'
 MO1144'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MO1144'DISK STAMPED INDIAN NO 2 1947, IS CEMENTED IN A DRILL HOLE
 MO1144'IN BEDROCK, FLUSH WITH THE SURROUNDING SURFACE.  IT IS 60
 MO1144'FEET EAST OF THE LONE TREE.
 MO1144'
 MO1144'AZIMUTH MARK IS A STANDARD DISK STAMPED INDIAN USGS 1963, SET
 MO1144'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 29
 MO1144'FEET NORTHEAST OF THE NORTHEAST LEG OF A WINDMILL, 2.2 FEET
 MO1144'NORTHEAST OF A METAL WITNESS POST AND 2 FEET NORTHWEST OF A
 MO1144'CATTLE RUBBING POST.
 MO1144'
 MO1144'NOTE--REFERENCE MARKS WERE MEASURED BY SLOPE DISTANCE AND
 MO1144'VERTICAL ANGLES.
 MO1144
 MO1144                          STATION RECOVERY (1966)
 MO1144
 MO1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 MO1144'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 MO1144'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 MO1144'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 MO1144'
 MO1144'TO REACH THE STATION FROM THE POST OFFICE AND THE RAILROAD
 MO1144'TRACKS IN SLATER, GO EAST ON A PAVED ROAD FOR 5.55 MILES TO THE
 MO1144'END OF THE PAVEMENT, CONTINUE EAST ON A GRAVEL ROAD FOR
 MO1144'4.6 MILES TO A DIM TRACK ROAD RIGHT (JUST BEFORE REACHING
 MO1144'A CATTLE GUARD AND STARTING DOWN A STEEP GRADE) TURN RIGHT AND
 MO1144'GO SOUTHEAST AND SOUTH ON THE DIM TRACK ROAD FOR 0.85 MILE
 MO1144'TO A WATER TROUGH AND THE AZIMUTH MARK.  TURN LEFT AND GO
 MO1144'SOUTHEAST ON THE DIM TRACK ROAD FOR 0.4 MILE TO A ROCKY KNOLL
 MO1144'ON THE RIGHT AND THE STATION.
 MO1144'
 MO1144'THE 1963 ORIGINAL DESCRIPTION TO REACH THE STATION FROM HAWK
 MO1144'SPRINGS IS ADEQUATE.
 MO1144'
 MO1144'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.0 MILES
 MO1144'EAST OF SLATER, 20.0 MILES SOUTHEAST OF WHEATLAND AND 13.0
 MO1144'MILES EAST OF INTERSTATE HIGHWAY 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0638 ***********************************************************************
 NT0638  DESIGNATION -  INDIAN MOUNTAIN
 NT0638  PID         -  NT0638
 NT0638  STATE/COUNTY-  WY/LINCOLN
 NT0638  USGS QUAD   -  DEVILS HOLE CREEK (1967)
 NT0638
 NT0638                         *CURRENT SURVEY CONTROL
 NT0638  ___________________________________________________________________
 NT0638* NAD 83(1993)-  42 16 26.84234(N)    110 37 40.95893(W)     ADJUSTED  
 NT0638* NAVD 88     -      3010.3    (meters)    9876.     (feet)  VERTCON   
 NT0638  ___________________________________________________________________
 NT0638  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 NT0638  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 NT0638
 NT0638  HORZ ORDER  -  THIRD
 NT0638
 NT0638.The horizontal coordinates were established by classical geodetic methods
 NT0638.and adjusted by the National Geodetic Survey in January 1997..
 NT0638
 NT0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0638
 NT0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0638
 NT0638.The geoid height was determined by GEOID03.
 NT0638
 NT0638;                    North         East     Units Scale Factor Converg.
 NT0638;SPC WY W     -   297,167.949   755,067.246   MT  0.99996233   -0 21 59.1
 NT0638;UTM  12      - 4,680,279.474   530,671.957   MT  0.99961158   +0 15 00.8
 NT0638
 NT0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0638!SPC WY W     -   0.99952997  x   0.99996233  =   0.99949232
 NT0638!UTM  12      -   0.99952997  x   0.99961158  =   0.99914174
 NT0638
 NT0638:                Primary Azimuth Mark                     Grid Az
 NT0638:SPC WY W     -  FONTENELLE                               355 22 58.6
 NT0638:UTM  12      -  FONTENELLE                               354 45 58.7
 NT0638
 NT0638|---------------------------------------------------------------------|
 NT0638| PID    Reference Object                     Distance      Geod. Az  |
 NT0638|                                                           dddmmss.s |
 NT0638| NT0639 FONTENELLE                          APPROX.14.5 KM 3550059.5 |
 NT0638|---------------------------------------------------------------------|
 NT0638
 NT0638                          SUPERSEDED SURVEY CONTROL
 NT0638
 NT0638  NAD 83(1993)-  42 16 26.83869(N)    110 37 40.96027(W) AD(       ) 3
 NT0638  NAD 83(1986)-  42 16 26.83125(N)    110 37 40.95147(W) AD(       ) 3
 NT0638  NAD 27      -  42 16 27.05544(N)    110 37 38.32151(W) AD(       ) 3
 NT0638  NGVD 29 (07/19/86) 3008.7    (m)         9871.     (f) VERT ANG       
 NT0638
 NT0638.Superseded values are not recommended for survey control.
 NT0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0638.See file dsdata.txt to determine how the superseded data were derived.
 NT0638
 NT0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3067280279(NAD 83)
 NT0638_MARKER: DD = SURVEY DISK
 NT0638_SETTING: 80 = SET IN A BOULDER
 NT0638_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NT0638
 NT0638  HISTORY     - Date     Condition        Report By
 NT0638  HISTORY     - 1934     MONUMENTED       USGS
 NT0638  HISTORY     - 1967     GOOD             USGS
 NT0638
 NT0638                          STATION DESCRIPTION
 NT0638
 NT0638'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NT0638'LOCATED 21 MI. W. OF TULSA ON COMMISSARY RIDGE, ON THE HIGHEST
 NT0638'TIMBERED POINT IN THIS VICINITY.
 NT0638'
 NT0638'STATION CAN BEST BE REACHED FROM FONTENELLE BASIN.
 NT0638'
 NT0638'RECOVERED.
 NT0638'
 NT0638'STATION MARK--STANDARD TABLET, CEMENTED IN LARGE BOULDER BURIED
 NT0638'FLUSH WITH THE GROUND, STAMPED ---INDIAN MOUNTAIN 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0412 ***********************************************************************
 OW0412  DESIGNATION -  INDIAN RIDGE
 OW0412  PID         -  OW0412
 OW0412  STATE/COUNTY-  WY/FREMONT
 OW0412  USGS QUAD   -  PAVILLION BUTTE (1958)
 OW0412
 OW0412                         *CURRENT SURVEY CONTROL
 OW0412  ___________________________________________________________________
 OW0412* NAD 83(1993)-  43 22 16.76041(N)    108 42 45.29455(W)     ADJUSTED  
 OW0412* NAVD 88     -      1828.09   (+/-2cm)    5997.7    (feet)  VERTCON   
 OW0412  ___________________________________________________________________
 OW0412  LAPLACE CORR-         -11.88  (seconds)                    DEFLEC99
 OW0412  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 OW0412
 OW0412  HORZ ORDER  -  THIRD
 OW0412  VERT ORDER  -  THIRD ? (See Below)
 OW0412
 OW0412.The horizontal coordinates were established by classical geodetic methods
 OW0412.and adjusted by the National Geodetic Survey in January 1997..
 OW0412
 OW0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0412.The vertical order pertains to the NGVD 29 superseded value.
 OW0412
 OW0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0412
 OW0412.The geoid height was determined by GEOID03.
 OW0412
 OW0412;                    North         East     Units Scale Factor Converg.
 OW0412;SPC WYWC     -   318,904.438   603,032.488   MT  0.99993761   +0 01 32.5
 OW0412;UTM  12      - 4,804,591.922   685,319.919   MT  1.00002247   +1 34 16.6
 OW0412
 OW0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0412!SPC WYWC     -   0.99971534  x   0.99993761  =   0.99965297
 OW0412!UTM  12      -   0.99971534  x   1.00002247  =   0.99973781
 OW0412
 OW0412:                Primary Azimuth Mark                     Grid Az
 OW0412:SPC WYWC     -  ANTS                                     244 29 53.7
 OW0412:UTM  12      -  ANTS                                     242 57 09.6
 OW0412
 OW0412|---------------------------------------------------------------------|
 OW0412| PID    Reference Object                     Distance      Geod. Az  |
 OW0412|                                                           dddmmss.s |
 OW0412| OW0293 ANTS                                APPROX. 6.4 KM 2443126.2 |
 OW0412|---------------------------------------------------------------------|
 OW0412
 OW0412                          SUPERSEDED SURVEY CONTROL
 OW0412
 OW0412  NAD 83(1986)-  43 22 16.75342(N)    108 42 45.29612(W) AD(       ) 3
 OW0412  NGVD 29 (11/06/89) 1827.04   (m)         5994.2    (f) LEVELING    3  
 OW0412
 OW0412.Superseded values are not recommended for survey control.
 OW0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0412.See file dsdata.txt to determine how the superseded data were derived.
 OW0412
 OW0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP8532004592(NAD 83)
 OW0412_MARKER: DS = TRIANGULATION STATION DISK
 OW0412_SETTING: 0 = UNSPECIFIED SETTING
 OW0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0412
 OW0412  HISTORY     - Date     Condition        Report By
 OW0412  HISTORY     - 1948     MONUMENTED       USGS
 OW0412
 OW0412                          STATION DESCRIPTION
 OW0412
 OW0412'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0412'STATION IS LOCATED ABOUT 8.5 MI. N. OF PAVILLION, ABOUT 3.5 MI. S. OF
 OW0412'MERRIAM BRIDGE OVER BIG MUDDY CREEK, 0.5 MI. E. OF IMPROVED DIRT RD.
 OW0412'FROM PAVILLION TO MERRIAM RANCH, ON THE NW. END OF INDIAN RIDGE.
 OW0412'SEC. 36, T 5 N, R 1 E.
 OW0412'
 OW0412'TO REACH FROM END OF PAVEMENT AT TRANSFORMER STATION IN PAVILLION, GO
 OW0412'N. ON OLD MAVERICK SPRINGS RD. 6.0 MI. TO Y-RD. FORKS, TAKE RIGHT
 OW0412'FORK AND GO N. (FOLLOW TELEPHONE LINE) 1.1 MI. TO FORD ACROSS FIVE
 OW0412'MILE CREEK, CONTINUE N. 2.2 MI. ON GRADED RD. TO HIGHEST POINT OF
 OW0412'MESA, ALONG RD. BETWEEN FIVE MILE AND BIG MUDDY CREEKS, AND TO TRACK
 OW0412'RD. FORK ON RIGHT.  STATION IS VISIBLE 0.5 MI. TO THE E., ON W. END
 OW0412'OF INDIAN RIDGE.  TURN RIGHT ON TRACK RD. AND GO E. 0.6 MI. TO TOP OF
 OW0412'W. END OF INDIAN RIDGE, TURN LEFT AND DRIVE 0.05 MI. W. ALONG CENTER
 OW0412'LINE OF RIDGE TO BREAK OF SLOPE AND STATION.
 OW0412'
 OW0412'STATION MARK--STANDARD USGS TABLET STAMPED---INDIAN RIDGE 1948
 OW0412'TJW--- AND SET IN CONCRETE MONUMENT PROJECTING 0.2 FT. ABOVE THE
 OW0412'GROUND.
 OW0412'
 OW0412'REFERENCE MARKS--STANDARD USGS REFERENCE TABLETS SET IN CONCRETE
 OW0412'MONUMENTS PROJECTING 0.2 FT. ABOVE THE GROUND.
 OW0412'
 OW0412'REFERENCE MARK NO. 1--STAMPED---INDIAN RIDGE NO. 1 1948---, 20.77 FT.
 OW0412'NE. OF STATION, N 42 DEGREES 56 MINUTES, SW.  LEVEL
 OW0412'ELEVATION 5995.159 FT.
 OW0412'
 OW0412'REFERENCE MARK NO. 2--STAMPED---INDIAN RIDGE NO. 2 1948---, 15.20 FT.
 OW0412'SE. OF STATION, N 41 DEGREES 14 MINUTES, NW.  LEVEL
 OW0412'ELEVATION 5994.227 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0572 ***********************************************************************
 MP0572  DESIGNATION -  INDIAN ROCKS
 MP0572  PID         -  MP0572
 MP0572  STATE/COUNTY-  WY/CARBON
 MP0572  USGS QUAD   -  INDIAN ROCKS (1984)
 MP0572
 MP0572                         *CURRENT SURVEY CONTROL
 MP0572  ___________________________________________________________________
 MP0572* NAD 83(1993)-  41 17 22.22714(N)    106 56 20.07974(W)     ADJUSTED  
 MP0572* NAVD 88     -      2437.7    (meters)    7998.     (feet)  VERTCON   
 MP0572  ___________________________________________________________________
 MP0572  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 MP0572  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 MP0572
 MP0572  HORZ ORDER  -  SECOND
 MP0572
 MP0572.The horizontal coordinates were established by classical geodetic methods
 MP0572.and adjusted by the National Geodetic Survey in January 1997..
 MP0572
 MP0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0572
 MP0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0572
 MP0572.The geoid height was determined by GEOID03.
 MP0572
 MP0572;                    North         East     Units Scale Factor Converg.
 MP0572;SPC WYEC     -   187,745.850   433,037.134   MT  0.99995093   +0 15 37.0
 MP0572;UTM  13      - 4,572,709.011   337,646.145   MT  0.99992440   -1 16 46.9
 MP0572
 MP0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0572!SPC WYEC     -   0.99961959  x   0.99995093  =   0.99957053
 MP0572!UTM  13      -   0.99961959  x   0.99992440  =   0.99954401
 MP0572
 MP0572|---------------------------------------------------------------------|
 MP0572| PID    Reference Object                     Distance      Geod. Az  |
 MP0572|                                                           dddmmss.s |
 MP0572| CP5577 INDIAN ROCKS RM 1                     4.635 METERS 10956     |
 MP0572| CP5576 INDIAN ROCKS AZ MK                                 1981048.9 |
 MP0572| CP5578 INDIAN ROCKS RM 2                     4.895 METERS 28906     |
 MP0572|---------------------------------------------------------------------|
 MP0572
 MP0572                          SUPERSEDED SURVEY CONTROL
 MP0572
 MP0572  NAD 83(1986)-  41 17 22.22016(N)    106 56 20.07300(W) AD(       ) 2
 MP0572  NAD 27      -  41 17 22.34900(N)    106 56 17.91100(W) AD(       ) 2
 MP0572  NGVD 29 (07/19/86) 2436.5    (m)         7994.     (f) VERT ANG       
 MP0572
 MP0572.Superseded values are not recommended for survey control.
 MP0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0572.See file dsdata.txt to determine how the superseded data were derived.
 MP0572
 MP0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF3764672709(NAD 83)
 MP0572_MARKER: DS = TRIANGULATION STATION DISK
 MP0572_SETTING: 66 = SET IN ROCK OUTCROP
 MP0572
 MP0572  HISTORY     - Date     Condition        Report By
 MP0572  HISTORY     - 1948     MONUMENTED       CGS
 MP0572
 MP0572                          STATION DESCRIPTION
 MP0572
 MP0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0572'THE STATION IS LOCATED ABOUT 18.5 MILES SOUTHWEST OF SARATOGA
 MP0572'AND ABOUT 9.5 MILES NORTHWEST OF ENCAMPMENT ON A PROMINENT
 MP0572'ROCK BUTTE, KNOWN LOCALLY AS INDIAN ROCKS.  THE STATION MARK
 MP0572'IS SET FLUSH ON HIGHEST POINT OF BUTTE AND IS STAMPED, INDIAN
 MP0572'ROCKS 1948.
 MP0572'
 MP0572'REFERENCE MARK NO. 1 IS SET FLUSH 2 FEET LOWER THAN THE STATION
 MP0572'MARK AND IS STAMPED, INDIAN ROCKS NO 1 1948.
 MP0572'
 MP0572'REFERENCE MARK NO. 2 IS SET FLUSH AT THE SAME ELEVATION AS THE
 MP0572'STATION MARK.  IT IS STAMPED, INDIAN ROCKS NO 2 1948.
 MP0572'
 MP0572'THE AZIMUTH MARK PROJECTS 5 INCHES, IS SET 28 FEET NORTH OF
 MP0572'A FENCE AND 15 FEET NORTH OF A DIRT ROAD.  IT IS STAMPED,
 MP0572'INDIAN ROCKS 1948.
 MP0572'
 MP0572'TO REACH THE STATION FROM SARATOGA.  GO SOUTH ON STATE HIGHWAY
 MP0572'130, 2.35 MILES TO A ROAD RIGHT.  TURN RIGHT, GO 9.1 MILES TO
 MP0572'A FORK.  TURN RIGHT, GO 2.1 MILES TO A FORK.  TURN RIGHT, GO
 MP0572'0.8 MILE TO A ROAD RIGHT.  TURN RIGHT, GO 0.2 MILE TO A GATE
 MP0572'AT A LOG SHED AT RANCH BUILDINGS.  TURN RIGHT THROUGH GATE,
 MP0572'GO 0.25 MILE TO A GATE.  PASS THROUGH GATE, GO 0.6 MILE TO
 MP0572'AZIMUTH MARK ON RIGHT.  CONTINUE 0.4 MILE TO A DIM ROAD RIGHT.
 MP0572'TURN RIGHT, GO 0.4 MILE THEN LEAVE ROAD, GO TO RIGHT 0.2 MILE
 MP0572'TO SOUTHERN BASE OF BUTTE AND END OF TRUCK TRAVEL.  FROM HERE
 MP0572'WALK NORTHERLY TO TOP OF BUTTE AND STATION.  A 5 MINUTE
 MP0572'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0287 ***********************************************************************
 OW0287  DESIGNATION -  INITIAL MON WIND RIVER MERIDIAN
 OW0287  PID         -  OW0287
 OW0287  STATE/COUNTY-  WY/FREMONT
 OW0287  USGS QUAD   -  ETHETE (1978)
 OW0287
 OW0287                         *CURRENT SURVEY CONTROL
 OW0287  ___________________________________________________________________
 OW0287* NAD 83(1993)-  43 00 40.94808(N)    108 48 51.78568(W)     ADJUSTED  
 OW0287* NAVD 88     -      1662.     (meters)    5453.     (feet)  SCALED    
 OW0287  ___________________________________________________________________
 OW0287  LAPLACE CORR-         -16.07  (seconds)                    DEFLEC99
 OW0287  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 OW0287
 OW0287  HORZ ORDER  -  SECOND
 OW0287
 OW0287.The horizontal coordinates were established by classical geodetic methods
 OW0287.and adjusted by the National Geodetic Survey in January 1997..
 OW0287
 OW0287.The orthometric height was scaled from a topographic map.
 OW0287
 OW0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0287
 OW0287.The geoid height was determined by GEOID03.
 OW0287
 OW0287;                    North         East     Units Scale Factor Converg.
 OW0287;SPC WYWC     -   278,919.333   594,751.289   MT  0.99993784   -0 02 38.1
 OW0287;UTM  12      - 4,764,395.892   678,116.089   MT  0.99999030   +1 29 28.7
 OW0287
 OW0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0287!SPC WYWC     -   0.99974130  x   0.99993784  =   0.99967915
 OW0287!UTM  12      -   0.99974130  x   0.99999030  =   0.99973160
 OW0287
 OW0287|---------------------------------------------------------------------|
 OW0287| PID    Reference Object                     Distance      Geod. Az  |
 OW0287|                                                           dddmmss.s |
 OW0287| OW0285 GLO 21 RM 2                         264.711 METERS 23959     |
 OW0287| OW0286 GLO 21 RM 1                         170.344 METERS 28902     |
 OW0287|---------------------------------------------------------------------|
 OW0287
 OW0287                          SUPERSEDED SURVEY CONTROL
 OW0287
 OW0287  NAD 83(1986)-  43 00 40.92132(N)    108 48 51.78754(W) AD(       ) 2
 OW0287  NAD 27      -  43 00 41.07000(N)    108 48 49.35000(W) AD(       ) 2
 OW0287
 OW0287.Superseded values are not recommended for survey control.
 OW0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0287.See file dsdata.txt to determine how the superseded data were derived.
 OW0287
 OW0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7811664396(NAD 83)
 OW0287_MARKER: DD = SURVEY DISK
 OW0287_SETTING: 0 = UNSPECIFIED SETTING
 OW0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0287
 OW0287  HISTORY     - Date     Condition        Report By
 OW0287  HISTORY     - 1931     MONUMENTED       CGS
 OW0287
 OW0287                          STATION DESCRIPTION
 OW0287
 OW0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 OW0287'STATION IS LOCATED IN THE SHOSHONE INDIAN RESERVATION, AND IS
 OW0287'THE STANDARD CORNER OF SECTIONS 1, 6, 36, AND 31, TPS. 1 S.
 OW0287'AND 1 N., RS. 1 W. AND 1 E., INITIAL MONUMENT, WIND RIVER
 OW0287'PRINCIPAL MERIDIAN.  TO REACH FROM ETHETE (POST OFFICE AT ST.
 OW0287'MICHAELS MISSION), GO WEST 1 MILE ON MAIN ROAD TOWARD FORT
 OW0287'WASHAKIE AND WIND RIVER, TURN LEFT BETWEEN TWO SMALL LOG CABINS,
 OW0287'AND GO SOUTH 0.8 MILE.  JUST AFTER CROSSING BRIDGE OVER CANAL,
 OW0287'TURN RIGHT AND FOLLOW OLD ROAD WEST ALONG FOOT OF HILLS TO
 OW0287'STATION SITE.  MARKED BY STANDARD GENERAL LAND OFFICE DISK
 OW0287'IN CONCRETE.  REFERENCE MARKS ARE STANDARD GENERAL LAND
 OW0287'OFFICE REFERENCE DISKS IN CONCRETE.  G.L.O. STATION 21,
 OW0287'REFERENCE MARK NO. 1, IS 170.3 METERS (559 FEET) FROM
 OW0287'STATION N 70 DEG 58 MIN W.  G.L.O. STATION 21,
 OW0287'REFERENCE MARK NO. 2, IS 264.7 METERS (868 FEET) FROM
 OW0287'STATION S 59 DEG 59 MIN W.  THESE REFERENCE
 OW0287'MARKS ARE IDENTICAL WITH REFERENCE MARKS FOR STATION
 OW0287'ETHETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0413 ***********************************************************************
 OW0413  DESIGNATION -  INSTITUTE TANK
 OW0413  PID         -  OW0413
 OW0413  STATE/COUNTY-  WY/WASHAKIE
 OW0413  USGS QUAD   -  NEIBER (1985)
 OW0413
 OW0413                         *CURRENT SURVEY CONTROL
 OW0413  ___________________________________________________________________
 OW0413* NAD 83(1993)-  43 57 21.01757(N)    108 01 17.60470(W)     ADJUSTED  
 OW0413* NAVD 88     -      1258.     (meters)    4127.     (feet)  SCALED    
 OW0413  ___________________________________________________________________
 OW0413  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 OW0413  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 OW0413
 OW0413  HORZ ORDER  -  THIRD
 OW0413
 OW0413.The horizontal coordinates were established by classical geodetic methods
 OW0413.and adjusted by the National Geodetic Survey in January 1997..
 OW0413
 OW0413.The orthometric height was scaled from a topographic map.
 OW0413
 OW0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0413
 OW0413.The geoid height was determined by GEOID03.
 OW0413
 OW0413;                    North         East     Units Scale Factor Converg.
 OW0413;SPC WYEC     -   484,073.004   344,762.685   MT  0.99997501   -0 28 39.8
 OW0413;UTM  12      - 4,871,281.253   738,975.154   MT  1.00030246   +2 04 06.0
 OW0413;UTM  13      - 4,871,407.092   257,565.500   MT  1.00032295   -2 05 53.9
 OW0413
 OW0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0413!SPC WYEC     -   0.99980489  x   0.99997501  =   0.99977990
 OW0413!UTM  12      -   0.99980489  x   1.00030246  =   1.00010729
 OW0413!UTM  13      -   0.99980489  x   1.00032295  =   1.00012777
 OW0413
 OW0413                          SUPERSEDED SURVEY CONTROL
 OW0413
 OW0413  NAD 83(1986)-  43 57 21.00788(N)    108 01 17.59934(W) AD(       ) 3
 OW0413
 OW0413.Superseded values are not recommended for survey control.
 OW0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0413.See file dsdata.txt to determine how the superseded data were derived.
 OW0413
 OW0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP3897571281(NAD 83)
 OW0413_MARKER: Z = SEE DESCRIPTION
 OW0413_SETTING: 0 = UNSPECIFIED SETTING
 OW0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0413
 OW0413  HISTORY     - Date     Condition        Report By
 OW0413  HISTORY     - 1944     MONUMENTED       USGS
 OW0413
 OW0413                          STATION DESCRIPTION
 OW0413
 OW0413'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 OW0413'LOCATED ABOUT 5.6 MI. SW. OF WORLAND, AT COLTER, AND IN THE GROUNDS
 OW0413'OF THE WYOMING INDUSTRIAL INSTITUTE, ABOUT 0.25 MI. W. OF U.S.
 OW0413'HIGHWAY 20.
 OW0413'
 OW0413'STATION MARK--PEAK OF CONICAL TOPPED WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0484 ***********************************************************************
 PV0484  DESIGNATION -  INYANKARA
 PV0484  PID         -  PV0484
 PV0484  STATE/COUNTY-  WY/CROOK
 PV0484  USGS QUAD   -  INYAN KARA MOUNTAIN (1984)
 PV0484
 PV0484                         *CURRENT SURVEY CONTROL
 PV0484  ___________________________________________________________________
 PV0484* NAD 83(1993)-  44 12 47.13951(N)    104 21 00.76469(W)     ADJUSTED  
 PV0484* NAVD 88     -      1940.2    (meters)    6365.     (feet)  VERTCON   
 PV0484  ___________________________________________________________________
 PV0484  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 PV0484  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 PV0484
 PV0484  HORZ ORDER  -  FIRST
 PV0484
 PV0484.The horizontal coordinates were established by classical geodetic methods
 PV0484.and adjusted by the National Geodetic Survey in January 1998..
 PV0484
 PV0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0484
 PV0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0484
 PV0484.The geoid height was determined by GEOID03.
 PV0484
 PV0484;                    North         East     Units Scale Factor Converg.
 PV0484;SPC WY E     -   412,749.849   265,245.842   MT  0.99998984   +0 34 09.7
 PV0484;UTM  13      - 4,895,746.463   551,909.355   MT  0.99963314   +0 27 11.3
 PV0484
 PV0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0484!SPC WY E     -   0.99969799  x   0.99998984  =   0.99968783
 PV0484!UTM  13      -   0.99969799  x   0.99963314  =   0.99933124
 PV0484
 PV0484:                Primary Azimuth Mark                     Grid Az
 PV0484:SPC WY E     -  CEMENT RIDGE LOOKOUT                     053 39 15.6
 PV0484:UTM  13      -  CEMENT RIDGE LOOKOUT                     053 46 14.0
 PV0484
 PV0484|---------------------------------------------------------------------|
 PV0484| PID    Reference Object                     Distance      Geod. Az  |
 PV0484|                                                           dddmmss.s |
 PV0484| PV0473 CEMENT RIDGE LOOKOUT                APPROX.27.0 KM 0541325.3 |
 PV0484| PV0486 INYANKARA RM                          6.369 METERS 05655     |
 PV0484| PV0490 GLO 3 RM                            APPROX.10.8 KM 2501224.5 |
 PV0484|---------------------------------------------------------------------|
 PV0484
 PV0484                          SUPERSEDED SURVEY CONTROL
 PV0484
 PV0484  NAD 83(1993)-  44 12 47.13871(N)    104 21 00.76507(W) AD(       ) 1
 PV0484  NAD 83(1986)-  44 12 47.13565(N)    104 21 00.75402(W) AD(       ) 1
 PV0484  NAD 27      -  44 12 47.20000(N)    104 20 58.93400(W) AD(       ) 1
 PV0484  NGVD 29 (07/19/86) 1939.5    (m)         6363.     (f) VERT ANG       
 PV0484
 PV0484.Superseded values are not recommended for survey control.
 PV0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0484.See file dsdata.txt to determine how the superseded data were derived.
 PV0484
 PV0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ5190995746(NAD 83)
 PV0484_MARKER: DS = TRIANGULATION STATION DISK
 PV0484_SETTING: 66 = SET IN ROCK OUTCROP
 PV0484_SP_SET: SET IN BEDROCK
 PV0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0484+STABILITY: POSITION/ELEVATION WELL
 PV0484
 PV0484  HISTORY     - Date     Condition        Report By
 PV0484  HISTORY     - 1912     MONUMENTED       CGS
 PV0484  HISTORY     - 1925     GOOD             CGS
 PV0484
 PV0484                          STATION DESCRIPTION
 PV0484
 PV0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1925
 PV0484'ON TOP OF INYANKARA MOUNTAIN, ABOUT 14 MILES SOUTH OF SUNDANCE
 PV0484'AND 2 MILES WEST OF RANCH BELONGING TO F.M. CLARK IN 1912,
 PV0484'IN SLIGHT DEPRESSION, ABOUT 3 FEET LOWER THAN HIGHEST POINT
 PV0484'OF PEAK.  TO REACH FROM TOWN OF SUNDANCE TAKE ROAD LEADING
 PV0484'SOUTHEAST TO LIVINGSTONS RANCH, GO WESTWARD ON RANCH ROAD
 PV0484'PAST RANCH HOUSE TO TOP OF RIDGE, THENCE SOUTH ALONG RIDGE INTO
 PV0484'CANYON ON NORTHEAST SIDE OF MOUNTAIN.  (TRUCK CAN BE DRIVEN
 PV0484'A SHORT DISTANCE UP THIS CANYON TO RUDE BRIDGE ACROSS SMALL
 PV0484'STREAM.) CONTINUE UP CANYON, THENCE UP WOODED SLOPE, AND
 PV0484'FINALLY UP SMALL RAVINE IN ROCK CAP OF PEAK (KEEPING ON NORTH
 PV0484'SIDE) TO STATION SITE.  MARKED BY STANDARD STATION DISK IN
 PV0484'SOLID ROCK.  REFERENCE MARK IS STANDARD REFERENCE DISK IN SOLID
 PV0484'ROCK, ABOUT 1 FOOT HIGHER THAN STATION, AND 6.38 METERS (20.9
 PV0484'FEET) FROM STATION N 56 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0486 ***********************************************************************
 PV0486  DESIGNATION -  INYANKARA RM
 PV0486  PID         -  PV0486
 PV0486  STATE/COUNTY-  WY/CROOK
 PV0486  USGS QUAD   -  INYAN KARA MOUNTAIN (1984)
 PV0486
 PV0486                         *CURRENT SURVEY CONTROL
 PV0486  ___________________________________________________________________
 PV0486* NAD 83(1993)-  44 12 47.25216(N)    104 21 00.52432(W)     ADJUSTED  
 PV0486* NAVD 88     -      1941.8    (meters)    6371.     (feet)  VERTCON   
 PV0486  ___________________________________________________________________
 PV0486  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 PV0486  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 PV0486
 PV0486  HORZ ORDER  -  SECOND
 PV0486
 PV0486.The horizontal coordinates were established by classical geodetic methods
 PV0486.and adjusted by the National Geodetic Survey in January 1998..
 PV0486
 PV0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0486
 PV0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0486
 PV0486.The geoid height was determined by GEOID03.
 PV0486
 PV0486;                    North         East     Units Scale Factor Converg.
 PV0486;SPC WY E     -   412,753.379   265,251.143   MT  0.99998984   +0 34 09.9
 PV0486;UTM  13      - 4,895,749.980   551,914.661   MT  0.99963315   +0 27 11.4
 PV0486
 PV0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0486!SPC WY E     -   0.99969774  x   0.99998984  =   0.99968758
 PV0486!UTM  13      -   0.99969774  x   0.99963315  =   0.99933100
 PV0486
 PV0486:                Primary Azimuth Mark                     Grid Az
 PV0486:SPC WY E     -  TOM                                      160 59 40.2
 PV0486:UTM  13      -  TOM                                      161 06 38.7
 PV0486
 PV0486|---------------------------------------------------------------------|
 PV0486| PID    Reference Object                     Distance      Geod. Az  |
 PV0486|                                                           dddmmss.s |
 PV0486| PV0485 TOM                                 APPROX. 7.0 KM 1613350.1 |
 PV0486|---------------------------------------------------------------------|
 PV0486
 PV0486                          SUPERSEDED SURVEY CONTROL
 PV0486
 PV0486  NAD 83(1993)-  44 12 47.25142(N)    104 21 00.52457(W) AD(       ) 2
 PV0486  NAD 83(1986)-  44 12 47.24838(N)    104 21 00.51348(W) AD(       ) 2
 PV0486  NAD 27      -  44 12 47.31288(N)    104 20 58.70481(W) AD(       ) 2
 PV0486  NGVD 29 (07/19/86) 1941.1    (m)         6368.     (f) VERT ANG       
 PV0486
 PV0486.Superseded values are not recommended for survey control.
 PV0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0486.See file dsdata.txt to determine how the superseded data were derived.
 PV0486
 PV0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ5191595750(NAD 83)
 PV0486
 PV0486  HISTORY     - Date     Condition        Report By
 PV0486  HISTORY     - 1912     MONUMENTED       CGS
 PV0486  HISTORY     - 1957     MARK NOT FOUND   USGS
 PV0486
 PV0486                          STATION DESCRIPTION
 PV0486
 PV0486'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (BLS)
 PV0486'STATION MARK COULD NOT BE FOUND.  THE REFERENCE MARK WAS FOUND
 PV0486'AS DESCRIBED, AND REDESCRIBED AS FOLLOWS--
 PV0486'
 PV0486'FROM FOUR CORNERS, WYOMING, GO NW. ON STATE HIGHWAY 585 FOR 12.0
 PV0486'MI. TO A BRIDGE OVER INYANKARA CREEK, AND A GRADED ROAD ON THE LEFT.
 PV0486'TURN LEFT (W.) AND GO 4.2 MI. TO A RANCH.  PASS THROUGH THE RANCH
 PV0486'YARD, TURN N. AND FOLLOW ROAD FOR 0.6 MI. TO A DRAIN, AND RD. FORK.
 PV0486'TURN LEFT (NW.) AND FOLLOW RD. FOR 0.9 MI., TO A CANYON LEADING FROM
 PV0486'THE N. SIDE OF INYANKARA MOUNTAIN.  TURN LEFT, (S.) AND FOLLOW RD.
 PV0486'UP CANYON TO MAIN FORK AND END OF TRUCK TRAVEL.  FROM HERE PACK UP
 PV0486'DRAIN TO RIGHT, UNTIL ALMOST INTO A SADDLE, THEN BEAR TO THE S. AND
 PV0486'FOLLOW SMALL DRAIN THROUGH THE CAP ROCK TO THE HIGHEST POINT AND
 PV0486'STATION.
 PV0486'
 PV0486'STATION MARK--A STANDARD USC AND GS RM DISK SET IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1297 ***********************************************************************
 MO1297  DESIGNATION -  IONE
 MO1297  PID         -  MO1297
 MO1297  STATE/COUNTY-  WY/ALBANY
 MO1297  USGS QUAD   -  SYBILLE SPRINGS (1981)
 MO1297
 MO1297                         *CURRENT SURVEY CONTROL
 MO1297  ___________________________________________________________________
 MO1297* NAD 83(1993)-  41 41 47.11078(N)    105 36 42.49061(W)     ADJUSTED  
 MO1297* NAVD 88     -      2254.4    (meters)    7396.     (feet)  VERTCON   
 MO1297  ___________________________________________________________________
 MO1297  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 MO1297  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 MO1297
 MO1297  HORZ ORDER  -  SECOND
 MO1297
 MO1297.The horizontal coordinates were established by classical geodetic methods
 MO1297.and adjusted by the National Geodetic Survey in January 1997..
 MO1297
 MO1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1297
 MO1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1297
 MO1297.The geoid height was determined by GEOID03.
 MO1297
 MO1297;                    North         East     Units Scale Factor Converg.
 MO1297;SPC WY E     -   132,956.795   162,947.621   MT  0.99995439   -0 17 46.0
 MO1297;UTM  13      - 4,616,251.741   449,091.709   MT  0.99963189   -0 24 25.1
 MO1297
 MO1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1297!SPC WY E     -   0.99964835  x   0.99995439  =   0.99960276
 MO1297!UTM  13      -   0.99964835  x   0.99963189  =   0.99928037
 MO1297
 MO1297|---------------------------------------------------------------------|
 MO1297| PID    Reference Object                     Distance      Geod. Az  |
 MO1297|                                                           dddmmss.s |
 MO1297| CQ4060 IONE RM 1                            18.458 METERS 06851     |
 MO1297| CQ4059 IONE AZ MK                                         1120610.4 |
 MO1297| CQ4061 IONE RM 2                            11.219 METERS 22351     |
 MO1297|---------------------------------------------------------------------|
 MO1297
 MO1297                          SUPERSEDED SURVEY CONTROL
 MO1297
 MO1297  NAD 83(1986)-  41 41 47.09580(N)    105 36 42.48634(W) AD(       ) 2
 MO1297  NAD 27      -  41 41 47.19500(N)    105 36 40.51400(W) AD(       ) 2
 MO1297  NGVD 29 (07/19/86) 2253.4    (m)         7393.     (f) VERT ANG       
 MO1297
 MO1297.Superseded values are not recommended for survey control.
 MO1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1297.See file dsdata.txt to determine how the superseded data were derived.
 MO1297
 MO1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4909216252(NAD 83)
 MO1297_MARKER: DS = TRIANGULATION STATION DISK
 MO1297_SETTING: 80 = SET IN A BOULDER
 MO1297_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MO1297
 MO1297  HISTORY     - Date     Condition        Report By
 MO1297  HISTORY     - 1948     MONUMENTED       CGS
 MO1297  HISTORY     - 1953     GOOD             USGS
 MO1297
 MO1297                          STATION DESCRIPTION
 MO1297
 MO1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1297'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE NORTH-NORTHEAST
 MO1297'OF BOSLER ON A PROMINENT BUTTE THAT IS ABOUT 1.5 MILE WESTERLY
 MO1297'FROM A PROMINENT MESA.  THE STATION MARK PROJECTS 8 INCHES,
 MO1297'IS SET ON THE HIGHEST POINT OF THE BUTTE AND IS STAMPED,
 MO1297'IONE 1948.
 MO1297'
 MO1297'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, IS 6 FEET LOWER THAN
 MO1297'THE STATION MARK AND IS STAMPED, IONE NO 1 1948.
 MO1297'
 MO1297'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS 3 FEET LOWER THAN
 MO1297'THE STATION MARK AND IS STAMPED, IONE NO 2 1948.
 MO1297'
 MO1297'THE AZIMUTH MARK PROJECTS 18 INCHES, IS SET 0.1 MILE
 MO1297'SOUTH-SOUTHEAST OF A CORRAL, 20 FEET SOUTH OF A TRACK ROAD AND
 MO1297'3 FEET SOUTHWEST OF A WHITE WITNESS POST.  IT IS STAMPED,
 MO1297'IONE 1948.
 MO1297'
 MO1297'TO REACH THE STATION FROM BOSLER JUNCTION, WHICH IS THE JUNCTION
 MO1297'OF U.S. HIGHWAY 30 AND STATE HIGHWAY 26.  GO NORTHEAST ON
 MO1297'STATE HIGHWAY 26, 10.9 MILES TO A ROAD LEFT.  TURN LEFT, GO
 MO1297'NORTH 0.4 MILE TO A GATE.  PASS THROUGH GATE, GO 4.3 MILES TO
 MO1297'A ROAD LEFT TOWARD BUTTE.  TURN LEFT, GO 0.3 MILE TO THE
 MO1297'AZIMUTH MARK ON LEFT.  CONTINUE 0.1 MILE TO CORRAL AND END OF
 MO1297'TRUCK TRAVEL FOR A TWO WHEEL DRIVE VEHICLE.  A FOUR WHEEL
 MO1297'DRIVE VEHICLE CAN BE DRIVEN TO THE STATION BY GOING WESTERLY
 MO1297'FROM THE AZIMUTH MARK 0.25 MILE THEN NORTHERLY UP SLOPE TO
 MO1297'TOP OF RIDGE, THEN EASTERLY TO HIGHEST POINT AND STATION.
 MO1297
 MO1297                          STATION RECOVERY (1953)
 MO1297
 MO1297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MO1297'RECOVERED AND REVISED DESCRIPTION AS FOLLOWS
 MO1297'
 MO1297'STATION IS LOCATED ON THE HIGHEST POINT OF A VERY PROMINENT BUTTE,
 MO1297'ABOUT 19.3 MI. SE. OF ROCK RIVER, ABOUT 10.0 MI. NE. OF BOSLER,
 MO1297'IN SEC. 20, T 20 N, R 73 W.
 MO1297'
 MO1297'TO REACH FROM THE POST OFFICE IN LARAMIE, GO N. ON U.S. HIGHWAY 30-287
 MO1297'FOR 17.7 MI. TO BOSLER JUNCTION, TURN RIGHT ON WYOMING STATE HIGHWAY
 MO1297'34 AND GO NE. FOR 10.3 MI. TO GATE ON LEFT WITH SIGN MARKED ---SCHMALE
 MO1297'RANCH 9 MI.---, ENTER GATE AND GO N. ON MAIN TRAVELED RD. 5.0 MI. TO A
 MO1297'PROMINENT BUTTE ON THE LEFT, TURN LEFT OFF RD. AND GO CROSS COUNTRY
 MO1297'AROUND TO THE NW. SIDE OF THE BUTTE AND THE END OF TRUCK TRAVEL.  FROM
 MO1297'HERE PACK ABOUT 10 MINUTES TO THE TOP AND STATION SITE.
 MO1297'
 MO1297'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---IONE 1948---.
 MO1297'
 MO1297'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0505 ***********************************************************************
 PV0505  DESIGNATION -  IRISH
 PV0505  PID         -  PV0505
 PV0505  STATE/COUNTY-  WY/CROOK
 PV0505  USGS QUAD   -  THE ROCKS (1984)
 PV0505
 PV0505                         *CURRENT SURVEY CONTROL
 PV0505  ___________________________________________________________________
 PV0505* NAD 83(1993)-  44 26 28.32754(N)    104 37 31.70274(W)     ADJUSTED  
 PV0505* NAVD 88     -      1485.11   (+/-2cm)    4872.4    (feet)  VERTCON   
 PV0505  ___________________________________________________________________
 PV0505  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 PV0505  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 PV0505
 PV0505  HORZ ORDER  -  THIRD
 PV0505  VERT ORDER  -  THIRD ? (See Below)
 PV0505
 PV0505.The horizontal coordinates were established by classical geodetic methods
 PV0505.and adjusted by the National Geodetic Survey in January 1998..
 PV0505
 PV0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0505.The vertical order pertains to the NGVD 29 superseded value.
 PV0505
 PV0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0505
 PV0505.The geoid height was determined by GEOID03.
 PV0505
 PV0505;                    North         East     Units Scale Factor Converg.
 PV0505;SPC WY E     -   437,913.574   243,081.451   MT  0.99996032   +0 22 44.2
 PV0505;UTM  13      - 4,920,946.290   529,803.967   MT  0.99961092   +0 15 44.1
 PV0505
 PV0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0505!SPC WY E     -   0.99976934  x   0.99996032  =   0.99972967
 PV0505!UTM  13      -   0.99976934  x   0.99961092  =   0.99938035
 PV0505
 PV0505:                Primary Azimuth Mark                     Grid Az
 PV0505:SPC WY E     -  NICK                                     358 03 46.3
 PV0505:UTM  13      -  NICK                                     358 10 46.4
 PV0505
 PV0505|---------------------------------------------------------------------|
 PV0505| PID    Reference Object                     Distance      Geod. Az  |
 PV0505|                                                           dddmmss.s |
 PV0505| PV0524 NICK                                APPROX. 8.6 KM 3582630.5 |
 PV0505|---------------------------------------------------------------------|
 PV0505
 PV0505                          SUPERSEDED SURVEY CONTROL
 PV0505
 PV0505  NAD 83(1993)-  44 26 28.32743(N)    104 37 31.70282(W) AD(       ) 3
 PV0505  NAD 83(1986)-  44 26 28.31778(N)    104 37 31.68885(W) AD(       ) 3
 PV0505  NAD 27      -  44 26 28.37553(N)    104 37 29.82570(W) AD(       ) 3
 PV0505  NGVD 29 (07/19/86) 1484.49   (m)         4870.4    (f) LEVELING    3  
 PV0505
 PV0505.Superseded values are not recommended for survey control.
 PV0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0505.See file dsdata.txt to determine how the superseded data were derived.
 PV0505
 PV0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK2980420946(NAD 83)
 PV0505_MARKER: N = NAIL
 PV0505_SETTING: 0 = UNSPECIFIED SETTING
 PV0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0505
 PV0505  HISTORY     - Date     Condition        Report By
 PV0505  HISTORY     - 1953     MONUMENTED       USGS
 PV0505
 PV0505                          STATION DESCRIPTION
 PV0505
 PV0505'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0505'LOCATED ABOUT 12.5 MI. (AIRLINE) WNW. OF SUNDANCE, WYOMING, ON IRISH
 PV0505'DIVIDE, ABOUT 0.3 MI. E. OF WONDER VIEW PARK CABINS ON U.S. HIGHWAY
 PV0505'14, ON EDGE OF RD. RIGHT OF WAY, IN T 52 N, R 65 W, SEC. 35.
 PV0505'
 PV0505'TO REACH FROM WONDER VIEW PARK CABINS ON U.S. HIGHWAY 14, PROCEED E.
 PV0505'ON U.S. HIGHWAY 14 0.3 MI., ON E. SIDE OF RD., 50 FT. N. OF CENTERLINE
 PV0505'RD., 357 FT. E. OF BLACK HILLS NATIONAL FOREST SIGN NEAR FENCE LINE.
 PV0505'
 PV0505'STATION MARK--A COPPER NAIL AND WASHER SET IN CONCRETE, IN ORANGEBURG
 PV0505'PIPE PROJECTING 4 IN.
 PV0505'
 PV0505'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0465 ***********************************************************************
 NR0465  DESIGNATION -  IRON
 NR0465  PID         -  NR0465
 NR0465  STATE/COUNTY-  WY/NATRONA
 NR0465  USGS QUAD   -  MILES RANCH (1984)
 NR0465
 NR0465                         *CURRENT SURVEY CONTROL
 NR0465  ___________________________________________________________________
 NR0465* NAD 83(1993)-  42 54 01.77903(N)    107 30 35.09474(W)     ADJUSTED  
 NR0465* NAVD 88     -      2051.0    (meters)    6729.     (feet)  VERTCON   
 NR0465  ___________________________________________________________________
 NR0465  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 NR0465  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 NR0465
 NR0465  HORZ ORDER  -  THIRD
 NR0465
 NR0465.The horizontal coordinates were established by classical geodetic methods
 NR0465.and adjusted by the National Geodetic Survey in January 1997..
 NR0465
 NR0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0465
 NR0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0465
 NR0465.The geoid height was determined by GEOID03.
 NR0465
 NR0465;                    North         East     Units Scale Factor Converg.
 NR0465;SPC WYEC     -   366,615.290   385,592.641   MT  0.99994005   -0 07 12.3
 NR0465;UTM  13      - 4,752,820.831   295,099.833   MT  1.00011653   -1 42 32.6
 NR0465
 NR0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0465!SPC WYEC     -   0.99968050  x   0.99994005  =   0.99962057
 NR0465!UTM  13      -   0.99968050  x   1.00011653  =   0.99979699
 NR0465
 NR0465:                Primary Azimuth Mark                     Grid Az
 NR0465:SPC WYEC     -  YELLOW                                   230 46 36.5
 NR0465:UTM  13      -  YELLOW                                   232 21 56.8
 NR0465
 NR0465|---------------------------------------------------------------------|
 NR0465| PID    Reference Object                     Distance      Geod. Az  |
 NR0465|                                                           dddmmss.s |
 NR0465| NR0467 YELLOW                              APPROX. 8.7 KM 2303924.2 |
 NR0465|---------------------------------------------------------------------|
 NR0465
 NR0465                          SUPERSEDED SURVEY CONTROL
 NR0465
 NR0465  NAD 83(1986)-  42 54 01.77140(N)    107 30 35.09567(W) AD(       ) 3
 NR0465  NAD 27      -  42 54 01.93185(N)    107 30 32.84923(W) AD(       ) 3
 NR0465  NGVD 29 (07/19/86) 2049.9    (m)         6725.     (f) VERT ANG       
 NR0465
 NR0465.Superseded values are not recommended for survey control.
 NR0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0465.See file dsdata.txt to determine how the superseded data were derived.
 NR0465
 NR0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9510052821(NAD 83)
 NR0465_MARKER: DD = SURVEY DISK
 NR0465_SETTING: 0 = UNSPECIFIED SETTING
 NR0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0465
 NR0465  HISTORY     - Date     Condition        Report By
 NR0465  HISTORY     - 1950     MONUMENTED       USGS
 NR0465
 NR0465                          STATION DESCRIPTION
 NR0465
 NR0465'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0465'THE STATION IS LOCATED ABOUT 17.9 MI. S. AND 10.1 MI. E. OF MONETA,
 NR0465'WYOMING.  IN SE. 1/4 SEC. 21, T 34 N, R 89 W.
 NR0465'
 NR0465'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED E. ON U.S. HIGHWAY
 NR0465'(20-26) FOR 0.4 MI.  TURN RIGHT, S., ON GRADED COUNTY RD. FOR 1.2 MI.
 NR0465'TO RD. FORK, THENCE RIGHT, W., ON GRADED RD. FOR 21.9 MI. TO RD. FORK,
 NR0465'THENCE RIGHT TO INTERSECTION WITH THE PIPELINE RD. AT 1.1 MI.  TURN
 NR0465'LEFT ONTO PIPELINE RD., E., FOR 11.5 MI. TO FORK AT CREST OF PLATEAU.
 NR0465'TURN LEFT, N., OFF OF PIPELINE RD. AND PROCEED 2.2 MI. ON MAIN RD. TO
 NR0465'ROAD CROSSING.  STATION LIES TO LEFT, W., OF RD. ABOUT 150 FT.
 NR0465'
 NR0465'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING
 NR0465'ABOUT 4 IN. ABOVE GROUND SURFACE, AND STAMPED ---WR IRON 1950 VABM
 NR0465'6725---.
 NR0465'
 NR0465'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0405 ***********************************************************************
 PX0405  DESIGNATION -  IRON
 PX0405  PID         -  PX0405
 PX0405  STATE/COUNTY-  WY/PARK
 PX0405  USGS QUAD   -  CODY (1987)
 PX0405
 PX0405                         *CURRENT SURVEY CONTROL
 PX0405  ___________________________________________________________________
 PX0405* NAD 83(1993)-  44 37 09.12323(N)    109 02 42.92730(W)     ADJUSTED  
 PX0405* NAVD 88     -      1807.3    (meters)    5929.     (feet)  VERTCON   
 PX0405  ___________________________________________________________________
 PX0405  LAPLACE CORR-         -17.60  (seconds)                    DEFLEC99
 PX0405  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 PX0405
 PX0405  HORZ ORDER  -  THIRD
 PX0405
 PX0405.The horizontal coordinates were established by classical geodetic methods
 PX0405.and adjusted by the National Geodetic Survey in January 1997..
 PX0405
 PX0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0405
 PX0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0405
 PX0405.The geoid height was determined by GEOID03.
 PX0405
 PX0405;                    North         East     Units Scale Factor Converg.
 PX0405;SPC WYWC     -   457,591.971   576,567.651   MT  0.99994425   -0 12 26.6
 PX0405;UTM  12      - 4,942,508.354   655,081.115   MT  0.99989576   +1 22 23.8
 PX0405
 PX0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0405!SPC WYWC     -   0.99971860  x   0.99994425  =   0.99966286
 PX0405!UTM  12      -   0.99971860  x   0.99989576  =   0.99961438
 PX0405
 PX0405:                Primary Azimuth Mark                     Grid Az
 PX0405:SPC WYWC     -  HWY                                      194 27 07.4
 PX0405:UTM  12      -  HWY                                      192 52 17.0
 PX0405
 PX0405|---------------------------------------------------------------------|
 PX0405| PID    Reference Object                     Distance      Geod. Az  |
 PX0405|                                                           dddmmss.s |
 PX0405| PX0406 HWY                                 APPROX. 8.7 KM 1941440.8 |
 PX0405|---------------------------------------------------------------------|
 PX0405
 PX0405                          SUPERSEDED SURVEY CONTROL
 PX0405
 PX0405  NAD 83(1986)-  44 37 09.11428(N)    109 02 42.92519(W) AD(       ) 3
 PX0405  NAD 27      -  44 37 09.26748(N)    109 02 40.41579(W) AD(       ) 3
 PX0405  NGVD 29 (09/11/89) 1806.2    (m)         5926.     (f) VERT ANG       
 PX0405
 PX0405.Superseded values are not recommended for survey control.
 PX0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0405.See file dsdata.txt to determine how the superseded data were derived.
 PX0405
 PX0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5508142508(NAD 83)
 PX0405_MARKER: DD = SURVEY DISK
 PX0405_SETTING: 0 = UNSPECIFIED SETTING
 PX0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0405
 PX0405  HISTORY     - Date     Condition        Report By
 PX0405  HISTORY     - 1947     MONUMENTED       USGS
 PX0405
 PX0405                          STATION DESCRIPTION
 PX0405
 PX0405'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0405'STATION IS LOCATED IN SEC. 31, T. 54 N., R. 101 W. 5.5 MI. N. OF CODY,
 PX0405'WYOMING ON ROUND GREEN HILL ON RANGE OF HILLS EXTENDING SE. FROM HEART
 PX0405'MOUNTAIN.
 PX0405'
 PX0405'TO REACH STATION FROM POST OFFICE AT CODY, WYOMING FOLLOW HIGHWAY 14
 PX0405'7.5 MI. N. TOWARD POWELL, WYOMING TO RD. FORK LEFT WHICH IS ABOUT 0.3
 PX0405'MI. N. OF BRIDGE ACROSS SHOSHONE RIVER.  TURN LEFT AT RD. FORK CROSS
 PX0405'RAILROAD, FOLLOW DIRT RD. LEADING TOWARD HEART MOUNTAIN FOR 4.1 MI. TO
 PX0405'WHERE RD. INTERSECTS HEART MOUNTAIN CANAL AT GUARD RAIL ALONG CANAL.
 PX0405'TURN LEFT AND FOLLOW RD. ALONG CANAL FOR 2.3 MI. TO BRIDGE ACROSS
 PX0405'CANAL.  TURN RIGHT ACROSS BRIDGE AND FOLLOW LEFT RD. FOR 1.8 MI. TO
 PX0405'OLD SHEEP CAMP -EASILY DISTINGUISHED IN SPRING AND SUMMER BY BRIGHT
 PX0405'GREEN VEGETATION SURROUNDING THE AREA-, LEAVE CAR HERE AND FOLLOW
 PX0405'EASIEST ROUTE N. TO TOP ABOUT 0.1 MI. TURN RIGHT E. ABOUT 550 FT. TO
 PX0405'TOP OF ROUND HILL AND STATION.
 PX0405'
 PX0405'STATION MARK - STANDARD TABLET STAMPED ---IRON 1947, 5922--- SET IN
 PX0405'CEMENT POST.
 PX0405'
 PX0405'REFERENCE MARK NO.1-STANDARD STATION TABLET STAMPED ---REF 1 1947---,
 PX0405'CEMENTED IN LEDGE OF SANDSTONE ROCK 380.40 FT. FROM STATION,
 PX0405'S 76 DEG 48 MIN E.
 PX0405'
 PX0405'REFERENCE MARK NO.2 - 1 IN. PIPE 30 IN. LONG DRIVEN INTO GROUND 28 IN.
 PX0405'AND COVERED BY A ROCK CAIRN, 38.91 FT. FROM STATION,
 PX0405'S 14 DEG 39 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1207 ***********************************************************************
 MO1207  DESIGNATION -  IRON
 MO1207  PID         -  MO1207
 MO1207  STATE/COUNTY-  WY/LARAMIE
 MO1207  USGS QUAD   -  HORSE CREEK (1962)
 MO1207
 MO1207                         *CURRENT SURVEY CONTROL
 MO1207  ___________________________________________________________________
 MO1207* NAD 83(1993)-  41 27 48.64100(N)    105 14 35.58351(W)     ADJUSTED  
 MO1207* NAVD 88     -      2248.7    (meters)    7378.     (feet)  VERTCON   
 MO1207  ___________________________________________________________________
 MO1207  LAPLACE CORR-         -16.07  (seconds)                    DEFLEC99
 MO1207  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 MO1207
 MO1207  HORZ ORDER  -  THIRD
 MO1207
 MO1207.The horizontal coordinates were established by classical geodetic methods
 MO1207.and adjusted by the National Geodetic Survey in January 1997..
 MO1207
 MO1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1207
 MO1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1207
 MO1207.The geoid height was determined by GEOID03.
 MO1207
 MO1207;                    North         East     Units Scale Factor Converg.
 MO1207;SPC WY E     -   106,997.510   193,605.100   MT  0.99993800   -0 03 02.5
 MO1207;UTM  13      - 4,590,241.845   479,688.984   MT  0.99960508   -0 09 39.8
 MO1207
 MO1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1207!SPC WY E     -   0.99964943  x   0.99993800  =   0.99958745
 MO1207!UTM  13      -   0.99964943  x   0.99960508  =   0.99925465
 MO1207
 MO1207:                Primary Azimuth Mark                     Grid Az
 MO1207:SPC WY E     -  7424                                     301 17 40.5
 MO1207:UTM  13      -  7424                                     301 24 17.8
 MO1207
 MO1207|---------------------------------------------------------------------|
 MO1207| PID    Reference Object                     Distance      Geod. Az  |
 MO1207|                                                           dddmmss.s |
 MO1207| MO1238 7424                                APPROX. 2.5 KM 3011438.0 |
 MO1207|---------------------------------------------------------------------|
 MO1207
 MO1207                          SUPERSEDED SURVEY CONTROL
 MO1207
 MO1207  NAD 83(1986)-  41 27 48.62522(N)    105 14 35.58048(W) AD(       ) 3
 MO1207  NAD 27      -  41 27 48.70632(N)    105 14 33.63935(W) AD(       ) 3
 MO1207  NGVD 29 (07/19/86) 2247.7    (m)         7374.     (f) VERT ANG       
 MO1207
 MO1207.Superseded values are not recommended for survey control.
 MO1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1207.See file dsdata.txt to determine how the superseded data were derived.
 MO1207
 MO1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7968990242(NAD 83)
 MO1207_MARKER: DD = SURVEY DISK
 MO1207_SETTING: 66 = SET IN ROCK OUTCROP
 MO1207_SP_SET: SET IN ROCK OUTCROP
 MO1207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1207+STABILITY: POSITION/ELEVATION WELL
 MO1207
 MO1207  HISTORY     - Date     Condition        Report By
 MO1207  HISTORY     - 1947     MONUMENTED       USGS
 MO1207  HISTORY     - 1961     GOOD             USGS
 MO1207
 MO1207                          STATION DESCRIPTION
 MO1207
 MO1207'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1207'LOCATED N. EDGE OF SEC. 9, T 17 N, R 70 W, ON TOP OF IRON MOUNTAIN.
 MO1207'
 MO1207'TO REACH FROM LARAMIE POST OFFICE, GO N. ON 9TH STREET AND CONTINUE ON
 MO1207'MAIN GRAVEL RD. 13.5 MI. TO RD. FORK, TAKE LEFT FORK AND GO 1.5 MI. TO
 MO1207'FORK, TAKE RIGHT FORK AND GO E. ALONG N. EDGE OF MEADOW 1.5 MI. TO
 MO1207'FORK, TURN LEFT AND GO N. 3.6 MI. TO FORK, TURN RIGHT AND GO NE. 0.7
 MO1207'MI. TO FORK, TURN RIGHT AND GO 5.4 MI. TO DRAIN INTERSECTION AT NW.
 MO1207'BASE OF MOUNTAIN, MEANDER E. ON S. SIDE OF DRAIN FOR 0.3 MI. TO OLD
 MO1207'MINE RD. ON E. SIDE OF MOUNTAIN, GO S. ON OLD RD. UP E. SIDE OF
 MO1207'MOUNTAIN 0.6 MI. TO END OF RD., CONTINUE SW. 1000 FT. TO TOP OF
 MO1207'MOUNTAIN AND STATION, 10 MINUTE CLIMB FROM END OF TRUCK TRAVEL.
 MO1207
 MO1207                          STATION RECOVERY (1961)
 MO1207
 MO1207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (MAH)
 MO1207'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP AND STAMPED ---IRON
 MO1207'1947---.
 MO1207'
 MO1207'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---IRON NO.
 MO1207'1---, SET IN ROCK OUTCROP, 29.30 FT. SW. OF STATION.
 MO1207'
 MO1207'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---IRON NO.
 MO1207'2---, SET IN ROCK OUTCROP, 15.50 FT. NW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0510 ***********************************************************************
 PV0510  CBN         -  This is a Cooperative Base Network Control Station.
 PV0510  DESIGNATION -  IRON
 PV0510  PID         -  PV0510
 PV0510  STATE/COUNTY-  WY/WESTON
 PV0510  USGS QUAD   -  UPTON EAST (1984)
 PV0510
 PV0510                         *CURRENT SURVEY CONTROL
 PV0510  ___________________________________________________________________
 PV0510* NAD 83(1993)-  44 00 49.80341(N)    104 31 31.01086(W)     ADJUSTED  
 PV0510* NAVD 88     -      1300.9    (meters)    4268.     (feet)  GPS OBS   
 PV0510  ___________________________________________________________________
 PV0510  X           -  -1,152,542.606 (meters)                     COMP
 PV0510  Y           -  -4,448,453.442 (meters)                     COMP
 PV0510  Z           -   4,410,091.257 (meters)                     COMP
 PV0510  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 PV0510  ELLIP HEIGHT-        1286.69  (meters)          (09/07/01) GPS OBS
 PV0510  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0510
 PV0510  HORZ ORDER  -  B
 PV0510  ELLP ORDER  -  FOURTH    CLASS I
 PV0510
 PV0510.The horizontal coordinates were established by GPS observations
 PV0510.and adjusted by the National Geodetic Survey in October 1994..
 PV0510
 PV0510.The orthometric height was determined by GPS observations and a
 PV0510.high-resolution geoid model.
 PV0510
 PV0510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PV0510
 PV0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0510
 PV0510.The ellipsoidal height was determined by GPS observations
 PV0510.and is referenced to NAD 83.
 PV0510
 PV0510.The geoid height was determined by GEOID03.
 PV0510
 PV0510;                    North         East     Units Scale Factor Converg.
 PV0510;SPC WY E     -   390,486.395   251,427.989   MT  0.99997002   +0 26 44.4
 PV0510;UTM  13      - 4,873,518.917   538,051.361   MT  0.99961781   +0 19 47.5
 PV0510
 PV0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0510!SPC WY E     -   0.99979828  x   0.99997002  =   0.99976831
 PV0510!UTM  13      -   0.99979828  x   0.99961781  =   0.99941617
 PV0510
 PV0510:                Primary Azimuth Mark                     Grid Az
 PV0510:SPC WY E     -  MASON                                    356 40 58.0
 PV0510:UTM  13      -  MASON                                    356 47 54.9
 PV0510
 PV0510|---------------------------------------------------------------------|
 PV0510| PID    Reference Object                     Distance      Geod. Az  |
 PV0510|                                                           dddmmss.s |
 PV0510| PV0508 MASON                               APPROX.15.1 KM 3570742.4 |
 PV0510|---------------------------------------------------------------------|
 PV0510
 PV0510                          SUPERSEDED SURVEY CONTROL
 PV0510
 PV0510  ELLIP H (10/19/94) 1286.77   (m)                       GP(       ) 4 1
 PV0510  NAD 83(1986)-  44 00 49.80591(N)    104 31 31.01556(W) AD(       ) 3
 PV0510  NAD 27      -  44 00 49.87436(N)    104 31 29.17214(W) AD(       ) 3
 PV0510  NGVD 29 (07/19/86) 1300.26   (m)         4265.9    (f) LEVELING    3  
 PV0510
 PV0510.Superseded values are not recommended for survey control.
 PV0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0510.See file dsdata.txt to determine how the superseded data were derived.
 PV0510
 PV0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ3805173519(NAD 83)
 PV0510_MARKER: DD = SURVEY DISK
 PV0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0510_STAMPING: IRON 1955
 PV0510_MARK LOGO: USGS  
 PV0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0510+STABILITY: SURFACE MOTION
 PV0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0510+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1993
 PV0510
 PV0510  HISTORY     - Date     Condition        Report By
 PV0510  HISTORY     - 1955     MONUMENTED       USGS
 PV0510  HISTORY     - 19930618 GOOD             NGS
 PV0510  HISTORY     - 19990901 GOOD             WYDT
 PV0510
 PV0510                          STATION DESCRIPTION
 PV0510
 PV0510'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PV0510'STATION IS LOCATED ABOUT 7.0 MI. (AIRLINE) SE. OF UPTON, ABOUT 1.0
 PV0510'MI. S. OF U.S. HIGHWAY 16, ABOUT 0.5 MI. N. OF IRON CREEK, ON THE E.
 PV0510'END OF A LOW GRASS COVERED E-W. RIDGE IN WESTON COUNTY.
 PV0510'
 PV0510'TO REACH FROM UPTON, GO E. ON U.S. HIGHWAY 16 7.7 MI., TURN RIGHT
 PV0510'(S.) AND FOLLOW TRACK RD. 1.1 MI. TO TOP OF RIDGE AND STATION,
 PV0510'STATION IS 82 FT. N. OF CENTER OF HIGHWAY.
 PV0510'
 PV0510'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST, STAMPED
 PV0510'---IRON 1955---.
 PV0510'
 PV0510'REFERENCE MARKS--NONE.
 PV0510
 PV0510                          STATION RECOVERY (1993)
 PV0510
 PV0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 PV0510'STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHEAST OF UPTON, 6.5 KM
 PV0510'(4.05 MI) NORTHWEST OF OSAGE, 0.5 KM (0.30 MI) SOUTHWEST OF US
 PV0510'HIGHHWAY 16, IN THE THUNDER BASIN NATIONAL GRASSLAND, ON THE SOUTH END
 PV0510'OF A LOW BARE NORTH-SOUTH HILL, ALONG A GRADED COUNTY ROAD, IN NORTH
 PV0510'CENTRAL SECTION 34, T 47 N, R 64 W.  OWNERSHIP--US DEPARTMENT OF
 PV0510'AGRICULTURE. TO REACH FROM THE JUNCTION OF US HIGHWAY 16 AND STATE
 PV0510'HIGHWAY 116 SOUTH IN UPTON, GO SOUTHEAST ON HIGHWAY 16 FOR 9.99 KM
 PV0510'(6.20 MI) TO A BRIDGE OVER A CREEK.  CONTINUE AHEAD FOR 1.86 KM (1.15
 PV0510'MI) TO A GRADED ROAD RIGHT AT TOP OF GRADE AT MILE 227.5.  TURN RIGHT,
 PV0510'SOUTH, ON BUTCHER ROAD FOR 0.68 KM (0.40 MI) TO THE STATION ON THE
 PV0510'LEFT AT HIGH GROUND, JUST BEFORE ROAD BEGINS TO DROP. STATION MARK IS
 PV0510'A DISK SET IN A CONCRETE FILLED SLEEVE PROJECTING 5 CM ABOVE GROUND.
 PV0510'IT IS 1.3 M (4.3 FT) WEST OF A FIBERGLASS WITNESS POST, 21.5 M (70.5
 PV0510'FT) NORTHEAST OF, AND O.5 M HIGHER THAN THE ROAD CENTER, AND 30.2 M
 PV0510'(99.1 FT) EAST-NORTHEAST OF A TREE TRUNK FENCE POST. DESCRIBED BY
 PV0510'G.R.HEID
 PV0510
 PV0510                          STATION RECOVERY (1999)
 PV0510
 PV0510'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JET)
 PV0510'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION.  PHONE NUMBER
 PV0510'307-777-3819.  THE DESCRIPTION IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0531 ***********************************************************************
 NR0531  DESIGNATION -  IRON
 NR0531  PID         -  NR0531
 NR0531  STATE/COUNTY-  WY/NATRONA
 NR0531  USGS QUAD   -  OIL MOUNTAIN (1984)
 NR0531
 NR0531                         *CURRENT SURVEY CONTROL
 NR0531  ___________________________________________________________________
 NR0531* NAD 83(1993)-  42 47 04.47654(N)    106 38 27.57041(W)     ADJUSTED  
 NR0531* NAVD 88     -      1837.9    (meters)    6030.     (feet)  VERTCON   
 NR0531  ___________________________________________________________________
 NR0531  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 NR0531  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 NR0531
 NR0531  HORZ ORDER  -  THIRD
 NR0531
 NR0531.The horizontal coordinates were established by classical geodetic methods
 NR0531.and adjusted by the National Geodetic Survey in January 1997..
 NR0531
 NR0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0531
 NR0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0531
 NR0531.The geoid height was determined by GEOID03.
 NR0531
 NR0531;                    North         East     Units Scale Factor Converg.
 NR0531;SPC WYEC     -   353,956.255   456,647.591   MT  0.99997696   +0 28 13.0
 NR0531;UTM  13      - 4,738,198.638   365,777.692   MT  0.99982164   -1 06 53.3
 NR0531
 NR0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0531!SPC WYEC     -   0.99971388  x   0.99997696  =   0.99969085
 NR0531!UTM  13      -   0.99971388  x   0.99982164  =   0.99953557
 NR0531
 NR0531                          SUPERSEDED SURVEY CONTROL
 NR0531
 NR0531  NAD 83(1986)-  42 47 04.46186(N)    106 38 27.54692(W) AD(       ) 3
 NR0531  NGVD 29 (09/08/93) 1837.0    (m)         6027.     (f) VERT ANG       
 NR0531
 NR0531.Superseded values are not recommended for survey control.
 NR0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0531.See file dsdata.txt to determine how the superseded data were derived.
 NR0531
 NR0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6577838199(NAD 83)
 NR0531_MARKER: DS = TRIANGULATION STATION DISK
 NR0531_SETTING: 0 = UNSPECIFIED SETTING
 NR0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0531
 NR0531  HISTORY     - Date     Condition        Report By
 NR0531  HISTORY     - 1947     MONUMENTED       USGS
 NR0531
 NR0531                          STATION DESCRIPTION
 NR0531
 NR0531'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NR0531'LOCATED 15 MI. SW. OF CASPER, IN SEC. 35, T 33 N, R 82 W, ON TOP
 NR0531'OF OIL MOUNTAIN.
 NR0531'
 NR0531'TO REACH FROM CASPER POST OFFICE, GO W. ON U.S. HIGHWAY NO. 20 FOR
 NR0531'3.5 MI. TO JUNCTION WITH POISON SPIDER RD., TURN LEFT AND FOLLOW
 NR0531'POISON SPIDER RD. SW. AND W. FOR 12.7 MI. TO A RD. FORK AT A RD.
 NR0531'SIGN ---BESSEMER-ALCOVA---.  TURN LEFT AND GO S. 1.0 MI. TO RD.
 NR0531'FORK, TAKE RIGHT FORK (GRADED) AND GO 2.7 MI. TO FORK JUST BEFORE
 NR0531'SECOND BRIDGE OVER IRRIGATION CANAL, TAKE RIGHT FORK 1.8 MI. ALONG
 NR0531'RIGHT BANK OF CANAL TO A RD. FORK, TAKE RIGHT FORK 1.5 MI. TO OIL
 NR0531'WELL AND TANK AND END OF TRUCK TRAVEL, PROCEED N. UP HILL FOR 0.2 MI.
 NR0531'TO TOP OF ROCKY RIDGE AND STATION.  STATION IS ON TOP OF SOUTHERNMOST
 NR0531'KNOLL OF THREE PROMINENT KNOBS, EACH 8 FT. SQUARE.
 NR0531'
 NR0531'STATION MARK--STANDARD TABLET STAMPED---IRON 1947---, AND SET IN
 NR0531'SOLID ROCK.
 NR0531'
 NR0531'REFERENCE MARKS--CHISELED CROSS WITH ARROWS IN SOLID ROCK, NO. 1 BEING
 NR0531'16.09 FT. N. OF THE STATION MARK AND NO. 2 BEING 27.06 FT. E. OF THE
 NR0531'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0595 ***********************************************************************
 MP0595  DESIGNATION -  IRON SPRINGS
 MP0595  PID         -  MP0595
 MP0595  STATE/COUNTY-  WY/CARBON
 MP0595  USGS QUAD   -  SAVAGE RANCH (1982)
 MP0595
 MP0595                         *CURRENT SURVEY CONTROL
 MP0595  ___________________________________________________________________
 MP0595* NAD 83(1993)-  41 44 06.93452(N)    106 59 02.22378(W)     ADJUSTED  
 MP0595* NAVD 88     -      2130.5    (meters)    6990.     (feet)  VERTCON   
 MP0595  ___________________________________________________________________
 MP0595  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 MP0595  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 MP0595
 MP0595  HORZ ORDER  -  THIRD
 MP0595
 MP0595.The horizontal coordinates were established by classical geodetic methods
 MP0595.and adjusted by the National Geodetic Survey in January 1997..
 MP0595
 MP0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0595
 MP0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0595
 MP0595.The geoid height was determined by GEOID03.
 MP0595
 MP0595;                    North         East     Units Scale Factor Converg.
 MP0595;SPC WYEC     -   237,233.639   429,064.464   MT  0.99994789   +0 13 57.3
 MP0595;UTM  13      - 4,622,285.026   335,010.802   MT  0.99993499   -1 19 15.6
 MP0595
 MP0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0595!SPC WYEC     -   0.99966805  x   0.99994789  =   0.99961596
 MP0595!UTM  13      -   0.99966805  x   0.99993499  =   0.99960306
 MP0595
 MP0595:                Primary Azimuth Mark                     Grid Az
 MP0595:SPC WYEC     -  SINCLAIR EAST BASE                       020 52 53.2
 MP0595:UTM  13      -  SINCLAIR EAST BASE                       022 26 06.1
 MP0595
 MP0595|---------------------------------------------------------------------|
 MP0595| PID    Reference Object                     Distance      Geod. Az  |
 MP0595|                                                           dddmmss.s |
 MP0595| MP0598 SINCLAIR EAST BASE                  APPROX. 3.7 KM 0210650.5 |
 MP0595|---------------------------------------------------------------------|
 MP0595
 MP0595                          SUPERSEDED SURVEY CONTROL
 MP0595
 MP0595  NAD 83(1986)-  41 44 06.92276(N)    106 59 02.21543(W) AD(       ) 3
 MP0595  NAD 27      -  41 44 07.06613(N)    106 59 00.06263(W) AD(       ) 3
 MP0595  NGVD 29 (07/19/86) 2129.4    (m)         6986.     (f) VERT ANG       
 MP0595
 MP0595.Superseded values are not recommended for survey control.
 MP0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0595.See file dsdata.txt to determine how the superseded data were derived.
 MP0595
 MP0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3501122285(NAD 83)
 MP0595_MARKER: DD = SURVEY DISK
 MP0595_SETTING: 66 = SET IN ROCK OUTCROP
 MP0595_SP_SET: SET IN BEDROCK
 MP0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0595+STABILITY: POSITION/ELEVATION WELL
 MP0595
 MP0595  HISTORY     - Date     Condition        Report By
 MP0595  HISTORY     - 1953     MONUMENTED       USGS
 MP0595
 MP0595                          STATION DESCRIPTION
 MP0595
 MP0595'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0595'STATION IS LOCATED APPROXIMATELY 3 MI. (AIRLINE) SW. OF FT. FRED
 MP0595'STEELE, WYOMING, AND 2 MI. S. OF U.S. HIGHWAY 30, ON THE HIGHEST
 MP0595'POINT OF AN E-W. RIDGE.
 MP0595'
 MP0595'TO REACH FROM THE POST OFFICE IN FT. FRED STEELE, WYOMING, GO S. ALONG
 MP0595'GRADED DIRT RD. FOR 1.7 MI. TO U.S. HIGHWAY 30, CROSS HIGHWAY AND
 MP0595'CONTINUE ON S. ALONG RD. 1.8 MI. TO TRACK RD. W., GO RIGHT (W.) ALONG
 MP0595'RD. 1.2 MI. TO Y-FORKS, TAKE RIGHT FORK W. 0.9 MI., LEAVE RD. AT THIS
 MP0595'POINT AND DRIVE ACROSS COUNTRY TO N. 0.4 MI. TO FOOT OF RIDGE AND END
 MP0595'OF TRUCK TRAVEL, PACK N. TO HIGHEST POINT AND STATION SITE.  A 10
 MP0595'MINUTE HIKE.
 MP0595'
 MP0595'STATION MARK--STANDARD TABLET, STAMPED ---IRON SPRINGS 1953 VABM
 MP0595'6986---, CEMENTED IN OUTCROPPING BEDROCK.
 MP0595'
 MP0595'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1179 ***********************************************************************
 MO1179  DESIGNATION -  IRVIN
 MO1179  PID         -  MO1179
 MO1179  STATE/COUNTY-  WY/PLATTE
 MO1179  USGS QUAD   -  SQUAW ROCK (1981)
 MO1179
 MO1179                         *CURRENT SURVEY CONTROL
 MO1179  ___________________________________________________________________
 MO1179* NAD 83(1993)-  41 59 25.87102(N)    105 14 25.31050(W)     ADJUSTED  
 MO1179* NAVD 88     -      1620.7    (meters)    5317.     (feet)  VERTCON   
 MO1179  ___________________________________________________________________
 MO1179  LAPLACE CORR-         -15.62  (seconds)                    DEFLEC99
 MO1179  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 MO1179
 MO1179  HORZ ORDER  -  THIRD
 MO1179
 MO1179.The horizontal coordinates were established by classical geodetic methods
 MO1179.and adjusted by the National Geodetic Survey in January 1997..
 MO1179
 MO1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1179
 MO1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1179
 MO1179.The geoid height was determined by GEOID03.
 MO1179
 MO1179;                    North         East     Units Scale Factor Converg.
 MO1179;SPC WY E     -   165,527.406   193,893.593   MT  0.99993796   -0 02 57.5
 MO1179;UTM  13      - 4,648,751.581   480,090.662   MT  0.99960488   -0 09 38.9
 MO1179
 MO1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1179!SPC WY E     -   0.99974785  x   0.99993796  =   0.99968582
 MO1179!UTM  13      -   0.99974785  x   0.99960488  =   0.99935283
 MO1179
 MO1179:                Primary Azimuth Mark                     Grid Az
 MO1179:SPC WY E     -  SQUAW ROCK                               172 54 35.0
 MO1179:UTM  13      -  SQUAW ROCK                               173 01 16.4
 MO1179
 MO1179|---------------------------------------------------------------------|
 MO1179| PID    Reference Object                     Distance      Geod. Az  |
 MO1179|                                                           dddmmss.s |
 MO1179| MO1178 SQUAW ROCK                          APPROX. 7.3 KM 1725137.5 |
 MO1179|---------------------------------------------------------------------|
 MO1179
 MO1179                          SUPERSEDED SURVEY CONTROL
 MO1179
 MO1179  NAD 83(1986)-  41 59 25.85349(N)    105 14 25.30451(W) AD(       ) 3
 MO1179  NAD 27      -  41 59 25.95546(N)    105 14 23.36518(W) AD(       ) 3
 MO1179  NGVD 29 (07/19/86) 1619.9    (m)         5315.     (f) VERT ANG       
 MO1179
 MO1179.Superseded values are not recommended for survey control.
 MO1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1179.See file dsdata.txt to determine how the superseded data were derived.
 MO1179
 MO1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG8009148752(NAD 83)
 MO1179_MARKER: DD = SURVEY DISK
 MO1179_SETTING: 66 = SET IN ROCK OUTCROP
 MO1179_SP_SET: SET IN ROCK OUTCROP
 MO1179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1179+STABILITY: POSITION/ELEVATION WELL
 MO1179
 MO1179  HISTORY     - Date     Condition        Report By
 MO1179  HISTORY     - 1951     MONUMENTED       USGS
 MO1179
 MO1179                          STATION DESCRIPTION
 MO1179
 MO1179'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MO1179'STATION LOCATED ABOUT 14 MI. W. AND 4 MI. S. OF WHEATLAND, ON SMALL
 MO1179'HILL, LOCATED ON LAND OWNED BY IRVINE.
 MO1179'
 MO1179'TO REACH FROM POST OFFICE AT WHEATLAND, WYOMING, GO N. ON HIGHWAY 87
 MO1179'7 BLOCKS TO OAK STREE, TURN LEFT (W.) AND FOLLOW OILED RD. 4.4 MI.
 MO1179'TO T-RD. INTERSECTION, TAKE LEFT RD. AND FOLLOW 1 MI. TO POINT WHERE
 MO1179'GRAVEL RD. CROSSES OILED RD., THIS IS KNOWN AS PALMER CANYON ROAD.
 MO1179'TURN RIGHT (W.) AND FOLLOW GRAVEL RD. 3.5 MI. TO TOP OF HILL ACROSS
 MO1179'CATTLEGUARD TO RD. FORK, TAKE LEFT FORK AND FOLLOW 8.4 MI. TO T-RD.
 MO1179'JUNCTION, TAKE RD. TO RIGHT (N.) 0.3 MI. TO POINT WHERE RD. TURNS
 MO1179'LEFT (W.) AGAIN, GO W. 1.2 MI. TO POINT WHERE TRAIL GOES THRU FENCE
 MO1179'ON RIGHT (N.) SIDE OF RD., FOLLOW TRAIL THRU FENCE AND AROUND HILL
 MO1179'0.2 MI.  STATION LOCATED ON TOP OF HILL ABOUT 400 FT. N. AND E. OF
 MO1179'RD.
 MO1179'
 MO1179'STATION MARK--STANDARD USGS TABLET, SET IN ROCK OUTCROP, STAMPED
 MO1179'---JSC-IRVIN 1951---.
 MO1179'
 MO1179'REFERENCE MARKS--NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0329 ***********************************************************************
 OV0329  DESIGNATION -  IRVINE
 OV0329  PID         -  OV0329
 OV0329  STATE/COUNTY-  WY/JOHNSON
 OV0329  USGS QUAD   -  DRY FORK RANCH (1973)
 OV0329
 OV0329                         *CURRENT SURVEY CONTROL
 OV0329  ___________________________________________________________________
 OV0329* NAD 83(1993)-  43 41 01.56590(N)    106 06 12.07311(W)     ADJUSTED  
 OV0329* NAVD 88     -      1488.4    (meters)    4883.     (feet)  VERTCON   
 OV0329  ___________________________________________________________________
 OV0329  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 OV0329  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 OV0329
 OV0329  HORZ ORDER  -  THIRD
 OV0329
 OV0329.The horizontal coordinates were established by classical geodetic methods
 OV0329.and adjusted by the National Geodetic Survey in January 1997..
 OV0329
 OV0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0329
 OV0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0329
 OV0329.The geoid height was determined by GEOID03.
 OV0329
 OV0329;                    North         East     Units Scale Factor Converg.
 OV0329;SPC WYEC     -   454,350.520   499,168.618   MT  1.00005842   +0 50 58.5
 OV0329;UTM  13      - 4,837,342.097   411,070.851   MT  0.99969727   -0 45 43.6
 OV0329
 OV0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0329!SPC WYEC     -   0.99976892  x   1.00005842  =   0.99982732
 OV0329!UTM  13      -   0.99976892  x   0.99969727  =   0.99946626
 OV0329
 OV0329:                Primary Azimuth Mark                     Grid Az
 OV0329:SPC WYEC     -  LYNCH                                    214 19 00.3
 OV0329:UTM  13      -  LYNCH                                    215 55 42.4
 OV0329
 OV0329|---------------------------------------------------------------------|
 OV0329| PID    Reference Object                     Distance      Geod. Az  |
 OV0329|                                                           dddmmss.s |
 OV0329| OV0331 LYNCH                               APPROX. 9.4 KM 2150958.8 |
 OV0329|---------------------------------------------------------------------|
 OV0329
 OV0329                          SUPERSEDED SURVEY CONTROL
 OV0329
 OV0329  NAD 83(1986)-  43 41 01.54723(N)    106 06 12.04727(W) AD(       ) 3
 OV0329  NAD 27      -  43 41 01.64345(N)    106 06 09.98261(W) AD(       ) 3
 OV0329  NGVD 29 (07/19/86) 1487.6    (m)         4881.     (f) VERT ANG       
 OV0329
 OV0329.Superseded values are not recommended for survey control.
 OV0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0329.See file dsdata.txt to determine how the superseded data were derived.
 OV0329
 OV0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ1107137342(NAD 83)
 OV0329_MARKER: DD = SURVEY DISK
 OV0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0329_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OV0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0329+STABILITY: SURFACE MOTION
 OV0329
 OV0329  HISTORY     - Date     Condition        Report By
 OV0329  HISTORY     - 1952     MONUMENTED       USGS
 OV0329
 OV0329                          STATION DESCRIPTION
 OV0329
 OV0329'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OV0329'STATION IS LOCATED APPROXIMATELY 7.5 MI. E. AND 6.0 MI. S. OF SUSSEX,
 OV0329'WYOMING, ON A GRASS COVERED ROUNDED HILL.
 OV0329'
 OV0329'TO REACH STATION FROM SUSSEX, WYOMING, PROCEED SE. ON COUNTY RD. FOR
 OV0329'9.2 MI. TO Y-FORK IN COUNTY RDS.  TURN LEFT FOR 2.6 MI. ON COUNTY RD.
 OV0329'TURN LEFT ABOUT 200 YDS. BEFORE REACHING OILED RD. ON TRAIL RD. N.,
 OV0329'PROCEED FOR 0.9 MI.  TURN LEFT ON Y-FORK OF RD. IMMEDIATELY AFTER
 OV0329'CROSSING CATTLEGUARD IN FENCE, PROCEED FOR 3.6 MI. TO Y-FORK IN TRAIL
 OV0329'RDS.  TURN RIGHT ON TRAIL RD. FOR 2.5 MI. TO STATION.  STATION IS
 OV0329'ABOUT 30 FT. E. OF RD.
 OV0329'
 OV0329'STATION MARK--STANDARD BRONZE TABLET, SET IN 6 X 6 IN. CONCRETE BLOCK,
 OV0329'BURIED IN GROUND AND EXTENDING ABOUT 4 IN., STAMPED ---IRVINE 1952---.
 OV0329'
 OV0329'REFERENCE MARK NO. 1--STEEL ROD, IN 4 X 4 IN. CONCRETE BLOCK, BURIED
 OV0329'IN GROUND AND EXTENDING ABOUT 4 IN., 43.17 FT. W. OF STATION MARK,
 OV0329'S 83 DEG 37 MIN E.
 OV0329'
 OV0329'REFERENCE MARK NO. 2--A 1/2 IN. STEEL ROD, DRIVEN IN GROUND AND
 OV0329'EXTENDING ABOUT 4 IN., 32.65 FT. N. OF STATION MARK,
 OV0329'S 12 DEG 03 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0443 ***********************************************************************
 PX0443  DESIGNATION -  ISHAWOOA
 PX0443  PID         -  PX0443
 PX0443  STATE/COUNTY-  WY/PARK
 PX0443  USGS QUAD   -  PTARMIGAN MOUNTAIN (1991)
 PX0443
 PX0443                         *CURRENT SURVEY CONTROL
 PX0443  ___________________________________________________________________
 PX0443* NAD 83(1993)-  44 15 43.03911(N)    109 31 23.46454(W)     ADJUSTED  
 PX0443* NAVD 88     -      2051.2    (meters)    6730.     (feet)  VERTCON   
 PX0443  ___________________________________________________________________
 PX0443  LAPLACE CORR-         -14.13  (seconds)                    DEFLEC99
 PX0443  GEOID HEIGHT-          -8.11  (meters)                     GEOID03
 PX0443
 PX0443  HORZ ORDER  -  THIRD
 PX0443
 PX0443.The horizontal coordinates were established by classical geodetic methods
 PX0443.and adjusted by the National Geodetic Survey in January 1997..
 PX0443
 PX0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0443
 PX0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0443
 PX0443.The geoid height was determined by GEOID03.
 PX0443
 PX0443;                    North         East     Units Scale Factor Converg.
 PX0443;SPC WYWC     -   418,145.354   538,263.114   MT  0.99998436   -0 32 22.8
 PX0443;UTM  12      - 4,902,028.741   617,880.533   MT  0.99977090   +1 01 51.0
 PX0443
 PX0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0443!SPC WYWC     -   0.99967975  x   0.99998436  =   0.99966411
 PX0443!UTM  12      -   0.99967975  x   0.99977090  =   0.99945072
 PX0443
 PX0443:                Primary Azimuth Mark                     Grid Az
 PX0443:SPC WYWC     -  CARTER                                   129 18 33.0
 PX0443:UTM  12      -  CARTER                                   127 44 19.2
 PX0443
 PX0443|---------------------------------------------------------------------|
 PX0443| PID    Reference Object                     Distance      Geod. Az  |
 PX0443|                                                           dddmmss.s |
 PX0443| PX0432 CARTER                              APPROX.11.5 KM 1284610.2 |
 PX0443|---------------------------------------------------------------------|
 PX0443
 PX0443                          SUPERSEDED SURVEY CONTROL
 PX0443
 PX0443  NAD 83(1986)-  44 15 43.02813(N)    109 31 23.45443(W) AD(       ) 3
 PX0443  NAD 27      -  44 15 43.20920(N)    109 31 20.85495(W) AD(       ) 3
 PX0443  NGVD 29 (07/19/86) 2050.0    (m)         6726.     (f) VERT ANG       
 PX0443
 PX0443.Superseded values are not recommended for survey control.
 PX0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0443.See file dsdata.txt to determine how the superseded data were derived.
 PX0443
 PX0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1788102029(NAD 83)
 PX0443_MARKER: DD = SURVEY DISK
 PX0443_SETTING: 66 = SET IN ROCK OUTCROP
 PX0443_SP_SET: SET IN BEDROCK
 PX0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0443+STABILITY: POSITION/ELEVATION WELL
 PX0443
 PX0443  HISTORY     - Date     Condition        Report By
 PX0443  HISTORY     - 1954     MONUMENTED       USGS
 PX0443
 PX0443                          STATION DESCRIPTION
 PX0443
 PX0443'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0443'THE STATION IS LOCATED 18.0 MI. S. AND 23.0 MI. W. OF CODY, WYOMING,
 PX0443'ON TOP OF THE LOW LYING RIDGE WHICH SEPARATES ISHAWOOA CREEK FROM THE
 PX0443'SOUTH FORK OF SHOSHONE RIVER.
 PX0443'
 PX0443'TO REACH FROM JUNCTION OF U.S. HIGHWAY 14 AND 20 AND STATE SECTION NO.
 PX0443'148, ABOUT 2.0 MI. W. OF CODY, GO SW. ON SECTION NO.148 FOR 33.9 MI.
 PX0443'AND TURN SHARP RIGHT ABOUT 300 FT. BEYOND RIDGE OVER SOUTH FORK
 PX0443'SHOSHONE.  CONTINUE 0.15 MI. AND TURN LEFT ON OLD TRACK RD.
 PX0443'CONTINUE 0.05 MI. AND TURN LEFT ABOUT 50 FT. BEFORE CROSSING LARGE
 PX0443'DRAIN,AND FOLLOW RIDGES AND STOCK TRAIL,ABOUT 0.4 MI.PACK UP TO DIVIDE
 PX0443'AND STATION ABOUT 10 MINUTE. STATION IS ON SMALL TOP ABOUT 0.5 MI. NE.
 PX0443'OF A TWO POINTED TOP WHICH IS A LITTLE HIGHER THAN STATION.
 PX0443'
 PX0443'STATION MARK - STANDARD USGS TRIANGULATION TABLET CEMENTED IN BEDROCK
 PX0443'STAMPED ---ISHAWOOA 1954---.
 PX0443'
 PX0443'REFERENCE MARK NO.1 - DRILL HOLE IN BOULDER 24.3 FT. FROM STATION
 PX0443'MARK, N 88 DEG 38 MIN W.
 PX0443'
 PX0443'REFERENCE MARK NO.2 - DRILL HOLE IN BOULDER 81.7 FT. FROM STATION
 PX0443'MARK, N 41 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1205 ***********************************************************************
 MO1205  DESIGNATION -  ISLEY
 MO1205  PID         -  MO1205
 MO1205  STATE/COUNTY-  WY/LARAMIE
 MO1205  USGS QUAD   -  ISLAY (1978)
 MO1205
 MO1205                         *CURRENT SURVEY CONTROL
 MO1205  ___________________________________________________________________
 MO1205* NAD 83(1993)-  41 21 04.40384(N)    105 13 33.62857(W)     ADJUSTED  
 MO1205* NAVD 88     -      2254.8    (meters)    7398.     (feet)  VERTCON   
 MO1205  ___________________________________________________________________
 MO1205  LAPLACE CORR-         -17.48  (seconds)                    DEFLEC99
 MO1205  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 MO1205
 MO1205  HORZ ORDER  -  THIRD
 MO1205
 MO1205.The horizontal coordinates were established by classical geodetic methods
 MO1205.and adjusted by the National Geodetic Survey in January 1997..
 MO1205
 MO1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1205
 MO1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1205
 MO1205.The geoid height was determined by GEOID03.
 MO1205
 MO1205;                    North         East     Units Scale Factor Converg.
 MO1205;SPC WY E     -    94,526.242   195,034.219   MT  0.99993780   -0 02 21.1
 MO1205;UTM  13      - 4,577,772.007   481,093.638   MT  0.99960440   -0 08 57.5
 MO1205
 MO1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1205!SPC WY E     -   0.99964851  x   0.99993780  =   0.99958633
 MO1205!UTM  13      -   0.99964851  x   0.99960440  =   0.99925305
 MO1205
 MO1205:                Primary Azimuth Mark                     Grid Az
 MO1205:SPC WY E     -  GREENTOP                                 269 20 10.3
 MO1205:UTM  13      -  GREENTOP                                 269 26 46.7
 MO1205
 MO1205|---------------------------------------------------------------------|
 MO1205| PID    Reference Object                     Distance      Geod. Az  |
 MO1205|                                                           dddmmss.s |
 MO1205| MO1240 GREENTOP                            APPROX. 8.8 KM 2691749.2 |
 MO1205|---------------------------------------------------------------------|
 MO1205
 MO1205                          SUPERSEDED SURVEY CONTROL
 MO1205
 MO1205  NAD 83(1986)-  41 21 04.38802(N)    105 13 33.62640(W) AD(       ) 3
 MO1205  NAD 27      -  41 21 04.46058(N)    105 13 31.69531(W) AD(       ) 3
 MO1205  NGVD 29 (07/19/86) 2253.7    (m)         7394.     (f) VERT ANG       
 MO1205
 MO1205.Superseded values are not recommended for survey control.
 MO1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1205.See file dsdata.txt to determine how the superseded data were derived.
 MO1205
 MO1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF8109477772(NAD 83)
 MO1205_MARKER: DD = SURVEY DISK
 MO1205_SETTING: 66 = SET IN ROCK OUTCROP
 MO1205_SP_SET: SET IN ROCK OUTCROP
 MO1205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1205+STABILITY: POSITION/ELEVATION WELL
 MO1205
 MO1205  HISTORY     - Date     Condition        Report By
 MO1205  HISTORY     - 1947     MONUMENTED       USGS
 MO1205
 MO1205                          STATION DESCRIPTION
 MO1205
 MO1205'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1205'LOCATED IN SEC. 15, T 16 N, R 70 W, ON TOP OF A BARE ISOLATED HILL.
 MO1205'
 MO1205'TO REACH FROM LARAMIE POST OFFICE, GO E. ON U.S. HIGHWAY 30 9.7 MI. TO
 MO1205'A SIDE RD., TURN LEFT ON GRAVEL RD. AND GO E. 2.8 MI. TO A RD.
 MO1205'INTERSECTION, TURN LEFT AT FOOT OF HILL AND GO 0.6 MI. TO RD. FORK,
 MO1205'TURN RIGHT AND GO 1.9 MI. TO RD. INTERSECTION AT TELEPHONE LINE, TURN
 MO1205'LEFT AND GO 1.3 MI. TO RD. INTERSECTION, TURN RIGHT AND GO 2.0 MI. TO
 MO1205'RD. FORK, TURN LEFT AND GO N. 2.1 MI. TO A T-RD. INTERSECTION.
 MO1205'CONTINUE AHEAD 1.3 MI. TO RD. FORK AT DRAIN, TAKE LEFT FORK AND GO
 MO1205'0.3 MI. TO RD. FORK, TAKE RIGHT FORK AND GO 5.1 MI. AND LEAVE RD.,
 MO1205'TURN LEFT AND GO N. ACROSS COUNTRY 0.6 MI. TO DRAIN, CROSS DRAIN, GO
 MO1205'THROUGH GATE AND GO W. 0.8 MI. TO E. SIDE OF LARGE HILL AND END OF
 MO1205'TRUCK TRAVEL.  WALK W. TO TOP OF HILL AND STATION (10 MINUTE WALK).
 MO1205'
 MO1205'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP, STAMPED ---ISLEY
 MO1205'1947---.
 MO1205'
 MO1205'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---ISLEY NO.
 MO1205'1---, SET IN ROCK OUTCROP, 21.70 FT. W. OF STATION.
 MO1205'
 MO1205'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---ISLEY NO.
 MO1205'2---, SET IN ROCK OUTCROP, 10.70 FT. SE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0477 ***********************************************************************
 MO0477  DESIGNATION -  J
 MO0477  PID         -  MO0477
 MO0477  STATE/COUNTY-  WY/ALBANY
 MO0477  USGS QUAD   -  SHERMAN MOUNTAINS WEST (1992)
 MO0477
 MO0477                         *CURRENT SURVEY CONTROL
 MO0477  ___________________________________________________________________
 MO0477* NAD 83(1986)-  41 07 51.     (N)    105 23 53.     (W)     SCALED    
 MO0477* NAVD 88     -      2525.579  (meters)    8286.00   (feet)  ADJUSTED  
 MO0477  ___________________________________________________________________
 MO0477  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 MO0477  DYNAMIC HT  -        2523.227 (meters)    8278.29  (feet)  COMP
 MO0477  MODELED GRAV-     979,599.5   (mgal)                       NAVD 88
 MO0477
 MO0477  VERT ORDER  -  FIRST     CLASS II
 MO0477
 MO0477.The horizontal coordinates were scaled from a topographic map and have
 MO0477.an estimated accuracy of +/- 6 seconds.
 MO0477
 MO0477.The orthometric height was determined by differential leveling
 MO0477.and adjusted by the National Geodetic Survey in June 1991..
 MO0477
 MO0477.The geoid height was determined by GEOID03.
 MO0477
 MO0477.The dynamic height is computed by dividing the NAVD 88
 MO0477.geopotential number by the normal gravity value computed on the
 MO0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0477.degrees latitude (g = 980.6199 gals.).
 MO0477
 MO0477.The modeled gravity was interpolated from observed gravity values.
 MO0477
 MO0477;                    North         East    Units  Estimated Accuracy
 MO0477;SPC WY E     -    70,080.      180,570.      MT  (+/- 180 meters Scaled)
 MO0477
 MO0477                          SUPERSEDED SURVEY CONTROL
 MO0477
 MO0477  NGVD 29 (??/??/92) 2524.391  (m)         8282.11   (f) ADJ UNCH    1 2
 MO0477
 MO0477.Superseded values are not recommended for survey control.
 MO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0477.See file dsdata.txt to determine how the superseded data were derived.
 MO0477
 MO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF665533(NAD 83)
 MO0477_MARKER: Z = SEE DESCRIPTION
 MO0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0477_SP_SET: FOUNDATION STONE
 MO0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0477
 MO0477  HISTORY     - Date     Condition        Report By
 MO0477  HISTORY     - UNK      MONUMENTED       CGS
 MO0477  HISTORY     - 1956     GOOD             NGS
 MO0477  HISTORY     - 1985     GOOD             DMA
 MO0477  HISTORY     - 1985     GOOD             DMA
 MO0477
 MO0477                          STATION DESCRIPTION
 MO0477
 MO0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0477'3.8 MI NW FROM SHERMAN.
 MO0477'3.8 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0477'RAILROAD STATION SIGN AT SHERMAN, IN THE TOP OF THE EAST SIDE
 MO0477'OF THE FOUNDATION STONE OF THE AMES MONUMENT, 7.2 FEET SOUTH
 MO0477'OF THE NORTHEAST CORNER OF THE MONUMENT, 0.3 FOOT ABOVE THE
 MO0477'GROUND, IN SECTION 6, TOWNSHIP 13 NORTH, RANGE 71 WEST.
 MO0477
 MO0477                          STATION RECOVERY (1985)
 MO0477
 MO0477'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0477'RECOVERED IN GOOD CONDITION.
 MO0477
 MO0477                          STATION RECOVERY (1985)
 MO0477
 MO0477'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0161 ***********************************************************************
 NQ0161  DESIGNATION -  J 1
 NQ0161  PID         -  NQ0161
 NQ0161  STATE/COUNTY-  WY/PLATTE
 NQ0161  USGS QUAD   -  WHEATLAND (1990)
 NQ0161
 NQ0161                         *CURRENT SURVEY CONTROL
 NQ0161  ___________________________________________________________________
 NQ0161* NAD 83(1986)-  42 03 18.     (N)    104 57 07.     (W)     SCALED    
 NQ0161* NAVD 88     -      1445.368  (meters)    4742.01   (feet)  ADJUSTED  
 NQ0161  ___________________________________________________________________
 NQ0161  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0161  DYNAMIC HT  -        1444.427 (meters)    4738.92  (feet)  COMP
 NQ0161  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 NQ0161
 NQ0161  VERT ORDER  -  FIRST     CLASS II
 NQ0161
 NQ0161.The horizontal coordinates were scaled from a topographic map and have
 NQ0161.an estimated accuracy of +/- 6 seconds.
 NQ0161
 NQ0161.The orthometric height was determined by differential leveling
 NQ0161.and adjusted by the National Geodetic Survey in June 1991..
 NQ0161
 NQ0161.The geoid height was determined by GEOID03.
 NQ0161
 NQ0161.The dynamic height is computed by dividing the NAVD 88
 NQ0161.geopotential number by the normal gravity value computed on the
 NQ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0161.degrees latitude (g = 980.6199 gals.).
 NQ0161
 NQ0161.The modeled gravity was interpolated from observed gravity values.
 NQ0161
 NQ0161;                    North         East    Units  Estimated Accuracy
 NQ0161;SPC WY E     -   172,710.      217,770.      MT  (+/- 180 meters Scaled)
 NQ0161
 NQ0161                          SUPERSEDED SURVEY CONTROL
 NQ0161
 NQ0161  NGVD 29 (??/??/92) 1444.562  (m)         4739.37   (f) ADJ UNCH    1 2
 NQ0161
 NQ0161.Superseded values are not recommended for survey control.
 NQ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0161.See file dsdata.txt to determine how the superseded data were derived.
 NQ0161
 NQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG039558(NAD 83)
 NQ0161_MARKER: B = BOLT
 NQ0161_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0161_SP_SET: STONE
 NQ0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0161+STABILITY: POSITION/ELEVATION WELL
 NQ0161
 NQ0161  HISTORY     - Date     Condition        Report By
 NQ0161  HISTORY     - UNK      MONUMENTED       CGS
 NQ0161  HISTORY     - 1956     GOOD             NGS
 NQ0161  HISTORY     - 1966     GOOD             NGS
 NQ0161  HISTORY     - 20030924 MARK NOT FOUND   USPSQD
 NQ0161
 NQ0161                          STATION DESCRIPTION
 NQ0161
 NQ0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0161'AT WHEATLAND.
 NQ0161'AT WHEATLAND, 1 BLOCK NORTH OF THE COLORADO AND SOUTHERN RAILROAD
 NQ0161'STATION, AT THE CHAMBERS FARM EQUIPMENT BUILDING WHICH WAS
 NQ0161'FORMERLY A FLOUR MILL, 107 FEET WEST OF THE WEST RAIL OF THE
 NQ0161'MAIN TRACK OF THE COLORADO AND SOUTHERN RAILROAD, 20.8 FEET
 NQ0161'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 2.6 FEET NORTH
 NQ0161'OF THE SOUTH LOADING DOOR, 1.3 FEET ABOVE THE GROUND, SET
 NQ0161'VERTICALLY IN THE EAST SIDE OF THE STONE FOUNDATION OF THE BUILDING,
 NQ0161'IN SECTION 13, TOWNSHIP 24 NORTH, RANGE 68 WEST.
 NQ0161
 NQ0161                          STATION RECOVERY (1966)
 NQ0161
 NQ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NQ0161'RECOVERED IN GOOD CONDITION.
 NQ0161
 NQ0161                          STATION RECOVERY (2003)
 NQ0161
 NQ0161'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 NQ0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0051 ***********************************************************************
 PY0051  DESIGNATION -  J 10
 PY0051  PID         -  PY0051
 PY0051  STATE/COUNTY-  WY/TETON
 PY0051  USGS QUAD   -  CRAIG PASS (1986)
 PY0051
 PY0051                         *CURRENT SURVEY CONTROL
 PY0051  ___________________________________________________________________
 PY0051* NAD 83(1986)-  44 26 01.     (N)    110 44 34.     (W)     SCALED    
 PY0051* NAVD 88     -      2433.831  (meters)    7984.99   (feet)  POSTED    
 PY0051  ___________________________________________________________________
 PY0051  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY0051  DYNAMIC HT  -        2432.170 (meters)    7979.54  (feet)  COMP
 PY0051  MODELED GRAV-     979,849.0   (mgal)                       NAVD 88
 PY0051
 PY0051  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0051
 PY0051.The horizontal coordinates were scaled from a topographic map and have
 PY0051.an estimated accuracy of +/- 6 seconds.
 PY0051
 PY0051.The orthometric height was determined by differential leveling
 PY0051.and adjusted by the National Geodetic Survey in 1992..
 PY0051.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0051.rate of 3.1 thru 4.0 mm/km.
 PY0051
 PY0051.The geoid height was determined by GEOID03.
 PY0051
 PY0051.The dynamic height is computed by dividing the NAVD 88
 PY0051.geopotential number by the normal gravity value computed on the
 PY0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0051.degrees latitude (g = 980.6199 gals.).
 PY0051
 PY0051.The modeled gravity was interpolated from observed gravity values.
 PY0051
 PY0051;                    North         East    Units  Estimated Accuracy
 PY0051;SPC WY W     -   537,140.      747,500.      MT  (+/- 180 meters Scaled)
 PY0051
 PY0051                          SUPERSEDED SURVEY CONTROL
 PY0051
 PY0051  NGVD 29 (??/??/92) 2432.041  (m)         7979.12   (f) ADJ UNCH    2 0
 PY0051
 PY0051.Superseded values are not recommended for survey control.
 PY0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0051.See file dsdata.txt to determine how the superseded data were derived.
 PY0051
 PY0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ204200(NAD 83)
 PY0051_MARKER: DB = BENCH MARK DISK
 PY0051_SETTING: 80 = SET IN A BOULDER
 PY0051_STAMPING: 7979.036 J 10 1923
 PY0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0051+STABILITY: SURFACE MOTION
 PY0051
 PY0051  HISTORY     - Date     Condition        Report By
 PY0051  HISTORY     - 1923     MONUMENTED       CGS
 PY0051  HISTORY     - 1955     MARK NOT FOUND   USGS
 PY0051
 PY0051                          STATION DESCRIPTION
 PY0051
 PY0051'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY0051'6.9 MI SE FROM OLD FAITHFUL.
 PY0051'6.9 MILES SOUTHEAST ALONG THE OLD FAITHFUL-THUMB RANGER STATION ROAD
 PY0051'FROM OLD FAITHFUL, YELLOWSTONE NATIONAL PARK, 125 YARDS SOUTHWEST OF
 PY0051'THE SEVENTH MILEPOST FROM OLD FAITHFUL, 2 FEET SOUTH OF THE ROAD, 2
 PY0051'FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A BOULDER.  A STANDARD
 PY0051'DISK, STAMPED 7979.036 J 10 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0097 ***********************************************************************
 OU0097  DESIGNATION -  J 100
 OU0097  PID         -  OU0097
 OU0097  STATE/COUNTY-  WY/NIOBRARA
 OU0097  USGS QUAD   -  TELEPHONE DRAW (1981)
 OU0097
 OU0097                         *CURRENT SURVEY CONTROL
 OU0097  ___________________________________________________________________
 OU0097* NAD 83(1986)-  43 04 27.     (N)    104 29 35.     (W)     SCALED    
 OU0097* NAVD 88     -      1333.556  (meters)    4375.18   (feet)  ADJUSTED  
 OU0097  ___________________________________________________________________
 OU0097  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 OU0097  DYNAMIC HT  -        1332.873 (meters)    4372.93  (feet)  COMP
 OU0097  MODELED GRAV-     980,061.0   (mgal)                       NAVD 88
 OU0097
 OU0097  VERT ORDER  -  SECOND    CLASS 0
 OU0097
 OU0097.The horizontal coordinates were scaled from a topographic map and have
 OU0097.an estimated accuracy of +/- 6 seconds.
 OU0097
 OU0097.The orthometric height was determined by differential leveling
 OU0097.and adjusted by the National Geodetic Survey in June 1991..
 OU0097
 OU0097.The geoid height was determined by GEOID03.
 OU0097
 OU0097.The dynamic height is computed by dividing the NAVD 88
 OU0097.geopotential number by the normal gravity value computed on the
 OU0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0097.degrees latitude (g = 980.6199 gals.).
 OU0097
 OU0097.The modeled gravity was interpolated from observed gravity values.
 OU0097
 OU0097;                    North         East    Units  Estimated Accuracy
 OU0097;SPC WY E     -   286,110.      254,860.      MT  (+/- 180 meters Scaled)
 OU0097
 OU0097                          SUPERSEDED SURVEY CONTROL
 OU0097
 OU0097  NGVD 29 (??/??/92) 1332.867  (m)         4372.91   (f) ADJ UNCH    2 0
 OU0097
 OU0097.Superseded values are not recommended for survey control.
 OU0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0097.See file dsdata.txt to determine how the superseded data were derived.
 OU0097
 OU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH412691(NAD 83)
 OU0097_MARKER: DB = BENCH MARK DISK
 OU0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0097_STAMPING: J 100 1956
 OU0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0097+STABILITY: SURFACE MOTION
 OU0097
 OU0097  HISTORY     - Date     Condition        Report By
 OU0097  HISTORY     - 1956     MONUMENTED       CGS
 OU0097  HISTORY     - 1957     GOOD             NGS
 OU0097
 OU0097                          STATION DESCRIPTION
 OU0097
 OU0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0097'33.2 MI N FROM LUSK.
 OU0097'25.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0097'LUSK, THENCE 3.0 MILES WEST ALONG A TRACK ROAD, THENCE 5.2 MILES
 OU0097'SOUTHWEST ALONG A TRACK ROAD, AT THE TOP OF A HILL, 0.2 MILE
 OU0097'NORTHEAST OF AN OIL DERRICK, 116.4 FEET NORTH OF A FENCE, 82
 OU0097'FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 34 FEET NORTHWEST
 OU0097'OF THE CENTER LINE OF A DIM TRACK ROAD LEADING NORTHWEST, 1.4
 OU0097'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OU0097'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4
 OU0097'OF SECTION 24, TOWNSHIP 36 NORTH, RANGE 64 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0646 ***********************************************************************
 MO0646  DESIGNATION -  J 101
 MO0646  PID         -  MO0646
 MO0646  STATE/COUNTY-  WY/ALBANY
 MO0646  USGS QUAD   -  MILLBROOK (1992)
 MO0646
 MO0646                         *CURRENT SURVEY CONTROL
 MO0646  ___________________________________________________________________
 MO0646* NAD 83(1986)-  41 19 13.     (N)    105 56 32.     (W)     SCALED    
 MO0646* NAVD 88     -      2280.617  (meters)    7482.32   (feet)  ADJUSTED  
 MO0646  ___________________________________________________________________
 MO0646  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 MO0646  DYNAMIC HT  -        2278.561 (meters)    7475.58  (feet)  COMP
 MO0646  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 MO0646
 MO0646  VERT ORDER  -  FIRST     CLASS II
 MO0646
 MO0646.The horizontal coordinates were scaled from a topographic map and have
 MO0646.an estimated accuracy of +/- 6 seconds.
 MO0646
 MO0646.The orthometric height was determined by differential leveling
 MO0646.and adjusted by the National Geodetic Survey in June 1991..
 MO0646
 MO0646.The geoid height was determined by GEOID03.
 MO0646
 MO0646.The dynamic height is computed by dividing the NAVD 88
 MO0646.geopotential number by the normal gravity value computed on the
 MO0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0646.degrees latitude (g = 980.6199 gals.).
 MO0646
 MO0646.The modeled gravity was interpolated from observed gravity values.
 MO0646
 MO0646;                    North         East    Units  Estimated Accuracy
 MO0646;SPC WY E     -    91,380.      135,070.      MT  (+/- 180 meters Scaled)
 MO0646
 MO0646                          SUPERSEDED SURVEY CONTROL
 MO0646
 MO0646  NGVD 29 (??/??/92) 2279.484  (m)         7478.61   (f) ADJ UNCH    1 2
 MO0646
 MO0646.Superseded values are not recommended for survey control.
 MO0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0646.See file dsdata.txt to determine how the superseded data were derived.
 MO0646
 MO0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF211747(NAD 83)
 MO0646_MARKER: DB = BENCH MARK DISK
 MO0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0646_STAMPING: J 101 1956
 MO0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0646+STABILITY: SURFACE MOTION
 MO0646
 MO0646  HISTORY     - Date     Condition        Report By
 MO0646  HISTORY     - 1956     MONUMENTED       CGS
 MO0646
 MO0646                          STATION DESCRIPTION
 MO0646
 MO0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0646'10.7 MI E FROM CENTENNIAL.
 MO0646'10.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0646'RAILROAD FROM THE STATION AT CENTENNIAL, 124 FEET NORTH OF THE
 MO0646'CENTER LINE OF A ROAD, 62.5 FEET SOUTHEAST OF THE 2ND POLE WEST
 MO0646'OF MILEPOST 19, 31 FEET SOUTH OF THE SOUTH RAIL, 1.7 FEET NORTH
 MO0646'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0646'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF
 MO0646'SECTION 28, TOWNSHIP 16 NORTH, RANGE 76 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0101 ***********************************************************************
 MP0101  DESIGNATION -  J 102
 MP0101  PID         -  MP0101
 MP0101  STATE/COUNTY-  WY/ALBANY
 MP0101  USGS QUAD   -  FOXPARK (1992)
 MP0101
 MP0101                         *CURRENT SURVEY CONTROL
 MP0101  ___________________________________________________________________
 MP0101* NAD 83(1986)-  41 00 14.     (N)    106 10 34.     (W)     SCALED    
 MP0101* NAVD 88     -      2679.557  (meters)    8791.18   (feet)  ADJUSTED  
 MP0101  ___________________________________________________________________
 MP0101  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 MP0101  DYNAMIC HT  -        2676.851 (meters)    8782.30  (feet)  COMP
 MP0101  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 MP0101
 MP0101  VERT ORDER  -  FIRST     CLASS II
 MP0101
 MP0101.The horizontal coordinates were scaled from a topographic map and have
 MP0101.an estimated accuracy of +/- 6 seconds.
 MP0101
 MP0101.The orthometric height was determined by differential leveling
 MP0101.and adjusted by the National Geodetic Survey in June 1991..
 MP0101
 MP0101.The geoid height was determined by GEOID03.
 MP0101
 MP0101.The dynamic height is computed by dividing the NAVD 88
 MP0101.geopotential number by the normal gravity value computed on the
 MP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0101.degrees latitude (g = 980.6199 gals.).
 MP0101
 MP0101.The modeled gravity was interpolated from observed gravity values.
 MP0101
 MP0101;                    North         East    Units  Estimated Accuracy
 MP0101;SPC WY E     -    56,440.      115,080.      MT  (+/- 180 meters Scaled)
 MP0101
 MP0101                          SUPERSEDED SURVEY CONTROL
 MP0101
 MP0101  NGVD 29 (??/??/92) 2678.216  (m)         8786.78   (f) ADJ UNCH    1 2
 MP0101
 MP0101.Superseded values are not recommended for survey control.
 MP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0101.See file dsdata.txt to determine how the superseded data were derived.
 MP0101
 MP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF010398(NAD 83)
 MP0101_MARKER: DB = BENCH MARK DISK
 MP0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0101_STAMPING: J 102 1956
 MP0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0101+STABILITY: SURFACE MOTION
 MP0101
 MP0101  HISTORY     - Date     Condition        Report By
 MP0101  HISTORY     - 1956     MONUMENTED       CGS
 MP0101
 MP0101                          STATION DESCRIPTION
 MP0101
 MP0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0101'9.4 MI S FROM FOXPARK.
 MP0101'9.4 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0101'RAILROAD FROM THE STATION AT FOXPARK, 27.7 FEET NORTH OF THE NORTH
 MP0101'RAIL, 228 FEET EAST OF MILEPOST 64, 4 FEET SOUTH OF A WITNESS POST,
 MP0101'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MP0101'GROUND, IN SECTION 17, TOWNSHIP 12 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0114 ***********************************************************************
 MQ0114  DESIGNATION -  J 103
 MQ0114  PID         -  MQ0114
 MQ0114  STATE/COUNTY-  WY/SWEETWATER
 MQ0114  USGS QUAD   -  THAYER JUNCTION (1978)
 MQ0114
 MQ0114                         *CURRENT SURVEY CONTROL
 MQ0114  ___________________________________________________________________
 MQ0114* NAD 83(1986)-  41 39 18.     (N)    108 59 09.     (W)     SCALED    
 MQ0114* NAVD 88     -      1943.908  (meters)    6377.64   (feet)  ADJUSTED  
 MQ0114  ___________________________________________________________________
 MQ0114  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 MQ0114  DYNAMIC HT  -        1942.311 (meters)    6372.40  (feet)  COMP
 MQ0114  MODELED GRAV-     979,732.0   (mgal)                       NAVD 88
 MQ0114
 MQ0114  VERT ORDER  -  FIRST     CLASS II
 MQ0114
 MQ0114.The horizontal coordinates were scaled from a topographic map and have
 MQ0114.an estimated accuracy of +/- 6 seconds.
 MQ0114
 MQ0114.The orthometric height was determined by differential leveling
 MQ0114.and adjusted by the National Geodetic Survey in June 1991..
 MQ0114
 MQ0114.The geoid height was determined by GEOID03.
 MQ0114
 MQ0114.The dynamic height is computed by dividing the NAVD 88
 MQ0114.geopotential number by the normal gravity value computed on the
 MQ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0114.degrees latitude (g = 980.6199 gals.).
 MQ0114
 MQ0114.The modeled gravity was interpolated from observed gravity values.
 MQ0114
 MQ0114;                    North         East    Units  Estimated Accuracy
 MQ0114;SPC WYWC     -   128,290.      580,360.      MT  (+/- 180 meters Scaled)
 MQ0114
 MQ0114                          SUPERSEDED SURVEY CONTROL
 MQ0114
 MQ0114  NGVD 29 (06/08/92) 1942.648  (m)         6373.50   (f) ADJUSTED    1 2
 MQ0114
 MQ0114.Superseded values are not recommended for survey control.
 MQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0114.See file dsdata.txt to determine how the superseded data were derived.
 MQ0114
 MQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM677134(NAD 83)
 MQ0114_MARKER: DB = BENCH MARK DISK
 MQ0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0114_SP_SET: CONCRETE TOP
 MQ0114_STAMPING: J 103 1956
 MQ0114_MARK LOGO: CGS   
 MQ0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0114
 MQ0114  HISTORY     - Date     Condition        Report By
 MQ0114  HISTORY     - 1956     MONUMENTED       CGS
 MQ0114  HISTORY     - 1983     GOOD             NGS
 MQ0114
 MQ0114                          STATION DESCRIPTION
 MQ0114
 MQ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0114'13.4 MI E FROM ROCK SPRINGS.
 MQ0114'13.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0114'ROCK SPRINGS, 166.4 FEET NORTHEAST OF THE STATION SIGN AT SALT WELLS,
 MQ0114'24.7 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN LINE TRACK, 11.6
 MQ0114'FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 0.5 FOOT ABOVE THE
 MQ0114'GROUND, SET IN THE TOP OF THE NORTH SIDE OF THE CONCRETE TOP OF AN
 MQ0114'UNDERGROUND WATER TANK, IN THE NORTHWEST 1/4 OF SECTION 1, TOWNSHIP 19
 MQ0114'NORTH, RANGE 103 WEST.
 MQ0114
 MQ0114                          STATION RECOVERY (1983)
 MQ0114
 MQ0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0795 ***********************************************************************
 NQ0795  DESIGNATION -  J 104 RESET
 NQ0795  PID         -  NQ0795
 NQ0795  STATE/COUNTY-  WY/NIOBRARA
 NQ0795  USGS QUAD   -  NODE (1978)
 NQ0795
 NQ0795                         *CURRENT SURVEY CONTROL
 NQ0795  ___________________________________________________________________
 NQ0795* NAD 83(1986)-  42 42 49.     (N)    104 16 53.     (W)     SCALED    
 NQ0795* NAVD 88     -      1503.86   (meters)    4933.9    (feet)  RESET     
 NQ0795  ___________________________________________________________________
 NQ0795  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 NQ0795
 NQ0795  VERT ORDER  -  THIRD
 NQ0795
 NQ0795.The horizontal coordinates were scaled from a topographic map and have
 NQ0795.an estimated accuracy of +/- 6 seconds.
 NQ0795
 NQ0795.The orthometric height was computed from unverified reset data.
 NQ0795
 NQ0795.The geoid height was determined by GEOID03.
 NQ0795
 NQ0795;                    North         East    Units  Estimated Accuracy
 NQ0795;SPC WY E     -   246,220.      272,520.      MT  (+/- 180 meters Scaled)
 NQ0795
 NQ0795                          SUPERSEDED SURVEY CONTROL
 NQ0795
 NQ0795  NGVD 29 (03/28/06) 1503.17   (m)         4931.7    (f) RESET       3  
 NQ0795
 NQ0795.Superseded values are not recommended for survey control.
 NQ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0795.See file dsdata.txt to determine how the superseded data were derived.
 NQ0795
 NQ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH588292(NAD 83)
 NQ0795_MARKER: DV = VERTICAL CONTROL DISK
 NQ0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0795_SP_SET: CONCRETE POST
 NQ0795_STAMPING: J 104 RESET 1980
 NQ0795_MARK LOGO: NGS   
 NQ0795_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0795+STABILITY: SURFACE MOTION
 NQ0795
 NQ0795  HISTORY     - Date     Condition        Report By
 NQ0795  HISTORY     - 1980     MONUMENTED       NGS
 NQ0795
 NQ0795                          STATION DESCRIPTION
 NQ0795
 NQ0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0795'9.5 MILES (15.3 KM) EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NQ0795'FROM THE STATION IN LUSK, 8 POLES EAST OF MILE POST 482, 97 FEET
 NQ0795'(29.6 M) SOUTH OF THE CENTER OF US HIGHWAY 20, 9 INCHES NORTH OF A
 NQ0795'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0221 ***********************************************************************
 NQ0221  DESIGNATION -  J 105
 NQ0221  PID         -  NQ0221
 NQ0221  STATE/COUNTY-  WY/NIOBRARA
 NQ0221  USGS QUAD   -  KEELINE (1970)
 NQ0221
 NQ0221                         *CURRENT SURVEY CONTROL
 NQ0221  ___________________________________________________________________
 NQ0221* NAD 83(1986)-  42 45 25.     (N)    104 48 59.     (W)     SCALED    
 NQ0221* NAVD 88     -      1605.825  (meters)    5268.44   (feet)  ADJUSTED  
 NQ0221  ___________________________________________________________________
 NQ0221  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NQ0221  DYNAMIC HT  -        1604.870 (meters)    5265.31  (feet)  COMP
 NQ0221  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 NQ0221
 NQ0221  VERT ORDER  -  FIRST     CLASS II
 NQ0221
 NQ0221.The horizontal coordinates were scaled from a topographic map and have
 NQ0221.an estimated accuracy of +/- 6 seconds.
 NQ0221
 NQ0221.The orthometric height was determined by differential leveling
 NQ0221.and adjusted by the National Geodetic Survey in June 1991..
 NQ0221
 NQ0221.The geoid height was determined by GEOID03.
 NQ0221
 NQ0221.The dynamic height is computed by dividing the NAVD 88
 NQ0221.geopotential number by the normal gravity value computed on the
 NQ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0221.degrees latitude (g = 980.6199 gals.).
 NQ0221
 NQ0221.The modeled gravity was interpolated from observed gravity values.
 NQ0221
 NQ0221;                    North         East    Units  Estimated Accuracy
 NQ0221;SPC WY E     -   250,710.      228,670.      MT  (+/- 180 meters Scaled)
 NQ0221
 NQ0221                          SUPERSEDED SURVEY CONTROL
 NQ0221
 NQ0221  NGVD 29 (??/??/92) 1605.05   (m)         5265.9    (f) COMPUTED    1 2
 NQ0221
 NQ0221.Superseded values are not recommended for survey control.
 NQ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0221.See file dsdata.txt to determine how the superseded data were derived.
 NQ0221
 NQ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH150338(NAD 83)
 NQ0221_MARKER: DB = BENCH MARK DISK
 NQ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0221_STAMPING: J 105 1954
 NQ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0221+STABILITY: SURFACE MOTION
 NQ0221
 NQ0221  HISTORY     - Date     Condition        Report By
 NQ0221  HISTORY     - 1954     MONUMENTED       CGS
 NQ0221
 NQ0221                          STATION DESCRIPTION
 NQ0221
 NQ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0221'3 MI W FROM KEELINE.
 NQ0221'3.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0221'FROM THE STATION SIGN AT KEELINE, AT A ROAD CROSSING, 88 FEET
 NQ0221'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 57 FEET SOUTH OF
 NQ0221'THE SOUTH RAIL, 56 FEET WEST OF THE CENTER LINE OF A NORTH AND
 NQ0221'SOUTH ROAD, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 NQ0221'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  IN
 NQ0221'THE SOUTHEAST 1/4 OF SECTION 7, TOWNSHIP 32 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0526 ***********************************************************************
 MO0526  DESIGNATION -  J 108
 MO0526  PID         -  MO0526
 MO0526  STATE/COUNTY-  WY/LARAMIE
 MO0526  USGS QUAD   -  FEDERAL (1978)
 MO0526
 MO0526                         *CURRENT SURVEY CONTROL
 MO0526  ___________________________________________________________________
 MO0526* NAD 83(1986)-  41 15 25.     (N)    105 06 48.     (W)     SCALED    
 MO0526* NAVD 88     -      2051.914  (meters)    6731.99   (feet)  ADJUSTED  
 MO0526  ___________________________________________________________________
 MO0526  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 MO0526  DYNAMIC HT  -        2050.079 (meters)    6725.97  (feet)  COMP
 MO0526  MODELED GRAV-     979,655.9   (mgal)                       NAVD 88
 MO0526
 MO0526  VERT ORDER  -  FIRST     CLASS II
 MO0526
 MO0526.The horizontal coordinates were scaled from a topographic map and have
 MO0526.an estimated accuracy of +/- 6 seconds.
 MO0526
 MO0526.The orthometric height was determined by differential leveling
 MO0526.and adjusted by the National Geodetic Survey in June 1991..
 MO0526
 MO0526.The geoid height was determined by GEOID03.
 MO0526
 MO0526.The dynamic height is computed by dividing the NAVD 88
 MO0526.geopotential number by the normal gravity value computed on the
 MO0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0526.degrees latitude (g = 980.6199 gals.).
 MO0526
 MO0526.The modeled gravity was interpolated from observed gravity values.
 MO0526
 MO0526;                    North         East    Units  Estimated Accuracy
 MO0526;SPC WY E     -    84,060.      204,470.      MT  (+/- 180 meters Scaled)
 MO0526
 MO0526                          SUPERSEDED SURVEY CONTROL
 MO0526
 MO0526  NGVD 29 (??/??/92) 2050.827  (m)         6728.42   (f) ADJ UNCH    1 2
 MO0526
 MO0526.Superseded values are not recommended for survey control.
 MO0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0526.See file dsdata.txt to determine how the superseded data were derived.
 MO0526
 MO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF905672(NAD 83)
 MO0526_MARKER: DB = BENCH MARK DISK
 MO0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0526_SP_SET: CULVERT
 MO0526_STAMPING: J 108 1954
 MO0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0526
 MO0526  HISTORY     - Date     Condition        Report By
 MO0526  HISTORY     - 1954     MONUMENTED       CGS
 MO0526
 MO0526                          STATION DESCRIPTION
 MO0526
 MO0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0526'0.6 MI SE FROM FEDERAL.
 MO0526'0.65 MILE SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0526'THE SECTION FOREMANS HOUSE AT FEDERAL, 21.4 FEET SOUTHWEST OF THE
 MO0526'SOUTHWEST RAIL, 7 FEET BELOW THE TOP OF THE RAILS, AT THE
 MO0526'SOUTHEAST END OF A SIDE TRACK, SET IN THE TOP OF THE SOUTHEAST
 MO0526'END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT OVER A DRY
 MO0526'WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0497 ***********************************************************************
 MO0497  DESIGNATION -  J 109
 MO0497  PID         -  MO0497
 MO0497  STATE/COUNTY-  WY/LARAMIE
 MO0497  USGS QUAD   -  HORSE CREEK (1962)
 MO0497
 MO0497                         *CURRENT SURVEY CONTROL
 MO0497  ___________________________________________________________________
 MO0497* NAD 83(1986)-  41 29 28.     (N)    105 13 17.     (W)     SCALED    
 MO0497* NAVD 88     -      2024.074  (meters)    6640.65   (feet)  ADJUSTED  
 MO0497  ___________________________________________________________________
 MO0497  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 MO0497  DYNAMIC HT  -        2022.366 (meters)    6635.05  (feet)  COMP
 MO0497  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 MO0497
 MO0497  VERT ORDER  -  FIRST     CLASS II
 MO0497
 MO0497.The horizontal coordinates were scaled from a topographic map and have
 MO0497.an estimated accuracy of +/- 6 seconds.
 MO0497
 MO0497.The orthometric height was determined by differential leveling
 MO0497.and adjusted by the National Geodetic Survey in June 1991..
 MO0497
 MO0497.The geoid height was determined by GEOID03.
 MO0497
 MO0497.The dynamic height is computed by dividing the NAVD 88
 MO0497.geopotential number by the normal gravity value computed on the
 MO0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0497.degrees latitude (g = 980.6199 gals.).
 MO0497
 MO0497.The modeled gravity was interpolated from observed gravity values.
 MO0497
 MO0497;                    North         East    Units  Estimated Accuracy
 MO0497;SPC WY E     -   110,060.      195,430.      MT  (+/- 180 meters Scaled)
 MO0497
 MO0497                          SUPERSEDED SURVEY CONTROL
 MO0497
 MO0497  NGVD 29 (??/??/92) 2023.040  (m)         6637.26   (f) ADJ UNCH    1 2
 MO0497
 MO0497.Superseded values are not recommended for survey control.
 MO0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0497.See file dsdata.txt to determine how the superseded data were derived.
 MO0497
 MO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF815933(NAD 83)
 MO0497_MARKER: DB = BENCH MARK DISK
 MO0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0497_STAMPING: J 109 1954
 MO0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0497+STABILITY: SURFACE MOTION
 MO0497
 MO0497  HISTORY     - Date     Condition        Report By
 MO0497  HISTORY     - 1954     MONUMENTED       CGS
 MO0497
 MO0497                          STATION DESCRIPTION
 MO0497
 MO0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0497'6.2 MI NW FROM HORSE CREEK.
 MO0497'6.15 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0497'FROM THE STATION AT HORSE CREEK, ON THE EAST BANK OF A DEEP WASH,
 MO0497'110 YARDS EAST OF THE EAST RAIL, 96 YARDS EAST OF A FENCE, 40
 MO0497'FEET SOUTH OF A SMALL ROCK CAIRN, 3.6 FEET SOUTH OF A WITNESS
 MO0497'POST, 0.7 FOOT ABOVE THE GROUND, SET IN THE TOP OF A CONCRETE
 MO0497'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0290 ***********************************************************************
 MO0290  DESIGNATION -  J 110
 MO0290  PID         -  MO0290
 MO0290  STATE/COUNTY-  WY/PLATTE
 MO0290  USGS QUAD   -  WHITCOMB HILL (1990)
 MO0290
 MO0290                         *CURRENT SURVEY CONTROL
 MO0290  ___________________________________________________________________
 MO0290* NAD 83(1986)-  41 43 15.     (N)    104 53 46.     (W)     SCALED    
 MO0290* NAVD 88     -      1655.979  (meters)    5432.99   (feet)  ADJUSTED  
 MO0290  ___________________________________________________________________
 MO0290  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 MO0290  DYNAMIC HT  -        1654.728 (meters)    5428.89  (feet)  COMP
 MO0290  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 MO0290
 MO0290  VERT ORDER  -  FIRST     CLASS II
 MO0290
 MO0290.The horizontal coordinates were scaled from a topographic map and have
 MO0290.an estimated accuracy of +/- 6 seconds.
 MO0290
 MO0290.The orthometric height was determined by differential leveling
 MO0290.and adjusted by the National Geodetic Survey in June 1991..
 MO0290
 MO0290.The geoid height was determined by GEOID03.
 MO0290
 MO0290.The dynamic height is computed by dividing the NAVD 88
 MO0290.geopotential number by the normal gravity value computed on the
 MO0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0290.degrees latitude (g = 980.6199 gals.).
 MO0290
 MO0290.The modeled gravity was interpolated from observed gravity values.
 MO0290
 MO0290;                    North         East    Units  Estimated Accuracy
 MO0290;SPC WY E     -   135,610.      222,510.      MT  (+/- 180 meters Scaled)
 MO0290
 MO0290                          SUPERSEDED SURVEY CONTROL
 MO0290
 MO0290  NGVD 29 (??/??/92) 1655.060  (m)         5429.98   (f) ADJ UNCH    1 2
 MO0290
 MO0290.Superseded values are not recommended for survey control.
 MO0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0290.See file dsdata.txt to determine how the superseded data were derived.
 MO0290
 MO0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG086187(NAD 83)
 MO0290_MARKER: DB = BENCH MARK DISK
 MO0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0290_STAMPING: J 110 1954
 MO0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0290+STABILITY: SURFACE MOTION
 MO0290
 MO0290  HISTORY     - Date     Condition        Report By
 MO0290  HISTORY     - 1954     MONUMENTED       CGS
 MO0290
 MO0290                          STATION DESCRIPTION
 MO0290
 MO0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0290'4.8 MI SW FROM CHUGWATER.
 MO0290'4.8 MILES SOUTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0290'FROM THE STATION AT CHUGWATER, 0.3 MILE NORTHEAST OF THE PHONE
 MO0290'BOOTH AT BRINTON SIDING, 92 FEET SOUTHEAST OF MILEPOST 184, 62
 MO0290'FEET SOUTHEAST OF A TELEPHONE POLE, 94 FEET SOUTHEAST OF THE
 MO0290'SOUTHEAST RAIL, 3 FEET NORTHWEST OF A FENCE, 2.4 FEET NORTHEAST
 MO0290'OF A WITNESS POST, 0.6 MILE NORTHEAST OF A RANCH HOUSE, 4 FEET
 MO0290'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 MO0290'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0169 ***********************************************************************
 NQ0169  DESIGNATION -  J 111
 NQ0169  PID         -  NQ0169
 NQ0169  STATE/COUNTY-  WY/PLATTE
 NQ0169  USGS QUAD   -  WHEATLAND (1990)
 NQ0169
 NQ0169                         *CURRENT SURVEY CONTROL
 NQ0169  ___________________________________________________________________
 NQ0169* NAD 83(1986)-  42 00 43.     (N)    104 56 48.     (W)     SCALED    
 NQ0169* NAVD 88     -      1479.881  (meters)    4855.24   (feet)  ADJUSTED  
 NQ0169  ___________________________________________________________________
 NQ0169  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 NQ0169  DYNAMIC HT  -        1478.901 (meters)    4852.03  (feet)  COMP
 NQ0169  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 NQ0169
 NQ0169  VERT ORDER  -  FIRST     CLASS II
 NQ0169
 NQ0169.The horizontal coordinates were scaled from a topographic map and have
 NQ0169.an estimated accuracy of +/- 6 seconds.
 NQ0169
 NQ0169.The orthometric height was determined by differential leveling
 NQ0169.and adjusted by the National Geodetic Survey in June 1991..
 NQ0169
 NQ0169.The geoid height was determined by GEOID03.
 NQ0169
 NQ0169.The dynamic height is computed by dividing the NAVD 88
 NQ0169.geopotential number by the normal gravity value computed on the
 NQ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0169.degrees latitude (g = 980.6199 gals.).
 NQ0169
 NQ0169.The modeled gravity was interpolated from observed gravity values.
 NQ0169
 NQ0169;                    North         East    Units  Estimated Accuracy
 NQ0169;SPC WY E     -   167,930.      218,220.      MT  (+/- 180 meters Scaled)
 NQ0169
 NQ0169                          SUPERSEDED SURVEY CONTROL
 NQ0169
 NQ0169  NGVD 29 (??/??/92) 1479.064  (m)         4852.56   (f) ADJ UNCH    1 2
 NQ0169
 NQ0169.Superseded values are not recommended for survey control.
 NQ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0169.See file dsdata.txt to determine how the superseded data were derived.
 NQ0169
 NQ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG044511(NAD 83)
 NQ0169_MARKER: DB = BENCH MARK DISK
 NQ0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0169_SP_SET: CONCRETE BASE
 NQ0169_STAMPING: J 111 1954
 NQ0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0169
 NQ0169  HISTORY     - Date     Condition        Report By
 NQ0169  HISTORY     - 1954     MONUMENTED       CGS
 NQ0169
 NQ0169                          STATION DESCRIPTION
 NQ0169
 NQ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0169'3.2 MI S FROM WHEATLAND.
 NQ0169'3.25 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 NQ0169'THE STATION AT WHEATLAND, 8 FEET NORTH OF THE NORTH RAIL, 0.35
 NQ0169'MILE EAST OF MILEPOST 211, AT THE CROSSING OF A WATER FLUME, SET
 NQ0169'IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A
 NQ0169'STEEL LEG SUPPORTING THE FLUME, IN THE EAST ROW OF LEGS.  IN
 NQ0169'SECTION 36, TOWNSHIP 24 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0181 ***********************************************************************
 OU0181  DESIGNATION -  J 112
 OU0181  PID         -  OU0181
 OU0181  STATE/COUNTY-  WY/NIOBRARA
 OU0181  USGS QUAD   -  WAGONHOUND CREEK (1981)
 OU0181
 OU0181                         *CURRENT SURVEY CONTROL
 OU0181  ___________________________________________________________________
 OU0181* NAD 83(1986)-  43 27 04.     (N)    104 53 41.     (W)     SCALED    
 OU0181* NAVD 88     -      1333.165  (meters)    4373.89   (feet)  ADJUSTED  
 OU0181  ___________________________________________________________________
 OU0181  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 OU0181  DYNAMIC HT  -        1332.480 (meters)    4371.64  (feet)  COMP
 OU0181  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 OU0181
 OU0181  VERT ORDER  -  SECOND    CLASS 0
 OU0181
 OU0181.The horizontal coordinates were scaled from a topographic map and have
 OU0181.an estimated accuracy of +/- 6 seconds.
 OU0181
 OU0181.The orthometric height was determined by differential leveling
 OU0181.and adjusted by the National Geodetic Survey in June 1991..
 OU0181
 OU0181.The geoid height was determined by GEOID03.
 OU0181
 OU0181.The dynamic height is computed by dividing the NAVD 88
 OU0181.geopotential number by the normal gravity value computed on the
 OU0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0181.degrees latitude (g = 980.6199 gals.).
 OU0181
 OU0181.The modeled gravity was interpolated from observed gravity values.
 OU0181
 OU0181;                    North         East    Units  Estimated Accuracy
 OU0181;SPC WY E     -   327,800.      222,010.      MT  (+/- 180 meters Scaled)
 OU0181
 OU0181                          SUPERSEDED SURVEY CONTROL
 OU0181
 OU0181  NGVD 29 (??/??/92) 1332.420  (m)         4371.45   (f) ADJ UNCH    2 0
 OU0181
 OU0181.Superseded values are not recommended for survey control.
 OU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0181.See file dsdata.txt to determine how the superseded data were derived.
 OU0181
 OU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ085109(NAD 83)
 OU0181_MARKER: DB = BENCH MARK DISK
 OU0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0181_STAMPING: J 112 1956
 OU0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0181+STABILITY: SURFACE MOTION
 OU0181
 OU0181  HISTORY     - Date     Condition        Report By
 OU0181  HISTORY     - 1956     MONUMENTED       CGS
 OU0181  HISTORY     - 1957     GOOD             NGS
 OU0181  HISTORY     - 1976     GOOD             USGS
 OU0181
 OU0181                          STATION DESCRIPTION
 OU0181
 OU0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0181'7.5 MI E FROM DULL CENTER.
 OU0181'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0181'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0181'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0181'1.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, 0.3 MILE
 OU0181'EAST OF A FENCE, 0.25 MILE WEST OF A WINDMILL, 55 FEET NORTHEAST
 OU0181'OF THE CENTER LINE OF A ROAD, 2.2 FEET SOUTH OF A FENCE, 1.3
 OU0181'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OU0181'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 OU0181'1/4 OF SECTION 15, TOWNSHIP 40 NORTH, RANGE 67 WEST.
 OU0181
 OU0181                          STATION RECOVERY (1976)
 OU0181
 OU0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0181'NACHTMAN SCHOOL (DULL CENTER), 1.7 MILES EAST , THENCE 3.3 MILES
 OU0181'NORTHEAST FROM, ALONG GRADED ROADS, THENCE, 1.6 MILES SOUTHEAST ALONG
 OU0181'TRACK ROADS, AT A GATE 0.2 MILE EAST OF FENCE CORNER. 55 FEET
 OU0181'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTH OF A FENCE,
 OU0181'1.3 FEET EAST OF A WITNESS POST. A STANDARD USC & GS DISK, SET IN THE
 OU0181'TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND,
 OU0181'STAMPED "J 112 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0113 ***********************************************************************
 NQ0113  DESIGNATION -  J 113
 NQ0113  PID         -  NQ0113
 NQ0113  STATE/COUNTY-  WY/PLATTE
 NQ0113  USGS QUAD   -  CASSA (1990)
 NQ0113
 NQ0113                         *CURRENT SURVEY CONTROL
 NQ0113  ___________________________________________________________________
 NQ0113* NAD 83(1986)-  42 23 21.     (N)    104 54 57.     (W)     SCALED    
 NQ0113* NAVD 88     -      1364.514  (meters)    4476.74   (feet)  ADJUSTED  
 NQ0113  ___________________________________________________________________
 NQ0113  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 NQ0113  DYNAMIC HT  -        1363.691 (meters)    4474.04  (feet)  COMP
 NQ0113  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 NQ0113
 NQ0113  VERT ORDER  -  FIRST     CLASS II
 NQ0113
 NQ0113.The horizontal coordinates were scaled from a topographic map and have
 NQ0113.an estimated accuracy of +/- 6 seconds.
 NQ0113
 NQ0113.The orthometric height was determined by differential leveling
 NQ0113.and adjusted by the National Geodetic Survey in June 1991..
 NQ0113
 NQ0113.The geoid height was determined by GEOID03.
 NQ0113
 NQ0113.The dynamic height is computed by dividing the NAVD 88
 NQ0113.geopotential number by the normal gravity value computed on the
 NQ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0113.degrees latitude (g = 980.6199 gals.).
 NQ0113
 NQ0113.The modeled gravity was interpolated from observed gravity values.
 NQ0113
 NQ0113;                    North         East    Units  Estimated Accuracy
 NQ0113;SPC WY E     -   209,830.      220,650.      MT  (+/- 180 meters Scaled)
 NQ0113
 NQ0113                          SUPERSEDED SURVEY CONTROL
 NQ0113
 NQ0113  NGVD 29 (??/??/92) 1363.744  (m)         4474.22   (f) ADJ UNCH    1 2
 NQ0113
 NQ0113.Superseded values are not recommended for survey control.
 NQ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0113.See file dsdata.txt to determine how the superseded data were derived.
 NQ0113
 NQ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG069929(NAD 83)
 NQ0113_MARKER: DB = BENCH MARK DISK
 NQ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0113_STAMPING: J 113 1956
 NQ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0113+STABILITY: SURFACE MOTION
 NQ0113
 NQ0113  HISTORY     - Date     Condition        Report By
 NQ0113  HISTORY     - 1956     MONUMENTED       CGS
 NQ0113
 NQ0113                          STATION DESCRIPTION
 NQ0113
 NQ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0113'11.4 MI SE FROM GLENDO.
 NQ0113'11.35 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0113'RAILROAD FROM THE STATION AT GLENDO, 0.25 MILE SOUTHEAST OF
 NQ0113'MILEPOST 109, 0.25 MILE SOUTHEAST OF AN ABANDONED HOUSE, 47
 NQ0113'FEET NORTHEAST OF THE NORTHEAST RAIL, 2.4 FEET SOUTHWEST OF A
 NQ0113'FENCE, 2.3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 NQ0113'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN
 NQ0113'SECTION 20, TOWNSHIP 28 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0088 ***********************************************************************
 MQ0088  DESIGNATION -  J 114
 MQ0088  PID         -  MQ0088
 MQ0088  STATE/COUNTY-  WY/SWEETWATER
 MQ0088  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0088
 MQ0088                         *CURRENT SURVEY CONTROL
 MQ0088  ___________________________________________________________________
 MQ0088* NAD 83(1986)-  41 33 47.     (N)    108 42 02.     (W)     SCALED    
 MQ0088* NAVD 88     -      2011.436  (meters)    6599.19   (feet)  ADJUSTED  
 MQ0088  ___________________________________________________________________
 MQ0088  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 MQ0088  DYNAMIC HT  -        2009.707 (meters)    6593.51  (feet)  COMP
 MQ0088  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 MQ0088
 MQ0088  VERT ORDER  -  FIRST     CLASS II
 MQ0088
 MQ0088.The horizontal coordinates were scaled from a topographic map and have
 MQ0088.an estimated accuracy of +/- 6 seconds.
 MQ0088
 MQ0088.The orthometric height was determined by differential leveling
 MQ0088.and adjusted by the National Geodetic Survey in June 1991..
 MQ0088
 MQ0088.The geoid height was determined by GEOID03.
 MQ0088
 MQ0088.The dynamic height is computed by dividing the NAVD 88
 MQ0088.geopotential number by the normal gravity value computed on the
 MQ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0088.degrees latitude (g = 980.6199 gals.).
 MQ0088
 MQ0088.The modeled gravity was interpolated from observed gravity values.
 MQ0088
 MQ0088;                    North         East    Units  Estimated Accuracy
 MQ0088;SPC WYWC     -   118,050.      604,120.      MT  (+/- 180 meters Scaled)
 MQ0088
 MQ0088                          SUPERSEDED SURVEY CONTROL
 MQ0088
 MQ0088  NGVD 29 (06/08/92) 2010.162  (m)         6595.01   (f) ADJUSTED    1 2
 MQ0088
 MQ0088.Superseded values are not recommended for survey control.
 MQ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0088.See file dsdata.txt to determine how the superseded data were derived.
 MQ0088
 MQ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM917038(NAD 83)
 MQ0088_MARKER: DB = BENCH MARK DISK
 MQ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0088_STAMPING: J 114 1956
 MQ0088_MARK LOGO: CGS   
 MQ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0088+STABILITY: SURFACE MOTION
 MQ0088
 MQ0088  HISTORY     - Date     Condition        Report By
 MQ0088  HISTORY     - 1956     MONUMENTED       CGS
 MQ0088  HISTORY     - 1983     GOOD             NGS
 MQ0088
 MQ0088                          STATION DESCRIPTION
 MQ0088
 MQ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0088'10.1 MI SE FROM POINT OF ROCKS.
 MQ0088'10.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0088'SIGN AT A POINT OF ROCKS, 106 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 MQ0088'THE SOUTHWEST TRACK, 19 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 6
 MQ0088'FEET SOUTH OF MILEPOST 767, 2 FEET NORTHEAST OF A WITNESS POST, SET IN
 MQ0088'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 MQ0088'IN THE SOUTHEAST 1/4 OF SECTION 5, TOWNSHIP 18 NORTH, RANGE 100 WEST.
 MQ0088
 MQ0088                          STATION RECOVERY (1983)
 MQ0088
 MQ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0021 ***********************************************************************
 MQ0021  DESIGNATION -  J 115
 MQ0021  PID         -  MQ0021
 MQ0021  STATE/COUNTY-  WY/SWEETWATER
 MQ0021  USGS QUAD   -  TIPTON (1970)
 MQ0021
 MQ0021                         *CURRENT SURVEY CONTROL
 MQ0021  ___________________________________________________________________
 MQ0021* NAD 83(1986)-  41 37 32.     (N)    108 20 15.     (W)     SCALED    
 MQ0021* NAVD 88     -      2106.137  (meters)    6909.88   (feet)  ADJUSTED  
 MQ0021  ___________________________________________________________________
 MQ0021  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 MQ0021  DYNAMIC HT  -        2104.262 (meters)    6903.73  (feet)  COMP
 MQ0021  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 MQ0021
 MQ0021  VERT ORDER  -  FIRST     CLASS II
 MQ0021
 MQ0021.The horizontal coordinates were scaled from a topographic map and have
 MQ0021.an estimated accuracy of +/- 6 seconds.
 MQ0021
 MQ0021.The orthometric height was determined by differential leveling
 MQ0021.and adjusted by the National Geodetic Survey in June 1991..
 MQ0021
 MQ0021.The geoid height was determined by GEOID03.
 MQ0021
 MQ0021.The dynamic height is computed by dividing the NAVD 88
 MQ0021.geopotential number by the normal gravity value computed on the
 MQ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0021.degrees latitude (g = 980.6199 gals.).
 MQ0021
 MQ0021.The modeled gravity was interpolated from observed gravity values.
 MQ0021
 MQ0021;                    North         East    Units  Estimated Accuracy
 MQ0021;SPC WYWC     -   125,070.      634,370.      MT  (+/- 180 meters Scaled)
 MQ0021
 MQ0021                          SUPERSEDED SURVEY CONTROL
 MQ0021
 MQ0021  NGVD 29 (06/08/92) 2104.854  (m)         6905.68   (f) ADJUSTED    1 2
 MQ0021
 MQ0021.Superseded values are not recommended for survey control.
 MQ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0021.See file dsdata.txt to determine how the superseded data were derived.
 MQ0021
 MQ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM217116(NAD 83)
 MQ0021_MARKER: DB = BENCH MARK DISK
 MQ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0021_STAMPING: J 115 1956
 MQ0021_MARK LOGO: CGS   
 MQ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0021+STABILITY: SURFACE MOTION
 MQ0021
 MQ0021  HISTORY     - Date     Condition        Report By
 MQ0021  HISTORY     - 1956     MONUMENTED       CGS
 MQ0021  HISTORY     - 1983     GOOD             NGS
 MQ0021
 MQ0021                          STATION DESCRIPTION
 MQ0021
 MQ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0021'2.7 MI E FROM TABLE ROCK.
 MQ0021'2.7 MILES EAST ALONG THE UNION PACIFIC  RAILROAD FROM THE STATION AT
 MQ0021'TABLE ROCK, 0.55 MILE WEST OF THE STATION SIGN AT ROBINSON 65.4 FEET
 MQ0021'SOUTH OF THE SOUTH RAIL OF THE NORTH MAIN LINE TRACK, 6.5 FEET
 MQ0021'NORTHEAST OF MILEPOST 744, 2.2 FEET NORTH OF A WITNESS POST, SET IN
 MQ0021'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 MQ0021'IN SECTION 16, TOWNSHIP 19 NORTH, RANGE 97 WEST.
 MQ0021
 MQ0021                          STATION RECOVERY (1983)
 MQ0021
 MQ0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0271 ***********************************************************************
 MP0271  DESIGNATION -  J 116
 MP0271  PID         -  MP0271
 MP0271  STATE/COUNTY-  WY/CARBON
 MP0271  USGS QUAD   -  RINER (1981)
 MP0271
 MP0271                         *CURRENT SURVEY CONTROL
 MP0271  ___________________________________________________________________
 MP0271* NAD 83(1986)-  41 44 42.     (N)    107 30 02.     (W)     SCALED    
 MP0271* NAVD 88     -      2052.922  (meters)    6735.29   (feet)  ADJUSTED  
 MP0271  ___________________________________________________________________
 MP0271  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MP0271  DYNAMIC HT  -        2051.120 (meters)    6729.38  (feet)  COMP
 MP0271  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
 MP0271
 MP0271  VERT ORDER  -  FIRST     CLASS II
 MP0271
 MP0271.The horizontal coordinates were scaled from a topographic map and have
 MP0271.an estimated accuracy of +/- 6 seconds.
 MP0271
 MP0271.The orthometric height was determined by differential leveling
 MP0271.and adjusted by the National Geodetic Survey in June 1991..
 MP0271
 MP0271.The geoid height was determined by GEOID03.
 MP0271
 MP0271.The dynamic height is computed by dividing the NAVD 88
 MP0271.geopotential number by the normal gravity value computed on the
 MP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0271.degrees latitude (g = 980.6199 gals.).
 MP0271
 MP0271.The modeled gravity was interpolated from observed gravity values.
 MP0271
 MP0271;                    North         East    Units  Estimated Accuracy
 MP0271;SPC WYEC     -   238,270.      386,090.      MT  (+/- 180 meters Scaled)
 MP0271
 MP0271                          SUPERSEDED SURVEY CONTROL
 MP0271
 MP0271  NGVD 29 (06/08/92) 2051.688  (m)         6731.25   (f) ADJUSTED    1 2
 MP0271
 MP0271.Superseded values are not recommended for survey control.
 MP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0271.See file dsdata.txt to determine how the superseded data were derived.
 MP0271
 MP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG920244(NAD 83)
 MP0271_MARKER: DB = BENCH MARK DISK
 MP0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0271_STAMPING: J 116 1956
 MP0271_MARK LOGO: CGS   
 MP0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0271+STABILITY: SURFACE MOTION
 MP0271
 MP0271  HISTORY     - Date     Condition        Report By
 MP0271  HISTORY     - 1956     MONUMENTED       CGS
 MP0271  HISTORY     - 1983     GOOD             NGS
 MP0271
 MP0271                          STATION DESCRIPTION
 MP0271
 MP0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0271'2.7 MI E FROM RINER.
 MP0271'2.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER TOWER
 MP0271'AT RINER, 67 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 26.4
 MP0271'FEET NORTH OF THE 4TH POLE WEST OF MILEPOST 698, 3 FEET EAST OF A
 MP0271'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MP0271'FOOT ABOVE THE GROUND, IN SECTION 31, TOWNSHIP 21 NORTH, RANGE 89
 MP0271'WEST.
 MP0271
 MP0271                          STATION RECOVERY (1983)
 MP0271
 MP0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0164 ***********************************************************************
 NQ0164  DESIGNATION -  J 119
 NQ0164  PID         -  NQ0164
 NQ0164  STATE/COUNTY-  WY/PLATTE
 NQ0164  USGS QUAD   -  WHEATLAND (1990)
 NQ0164
 NQ0164                         *CURRENT SURVEY CONTROL
 NQ0164  ___________________________________________________________________
 NQ0164* NAD 83(1986)-  42 03 13.     (N)    104 56 21.     (W)     SCALED    
 NQ0164* NAVD 88     -      1457.541  (meters)    4781.95   (feet)  ADJUSTED  
 NQ0164  ___________________________________________________________________
 NQ0164  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0164  DYNAMIC HT  -        1456.589 (meters)    4778.83  (feet)  COMP
 NQ0164  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 NQ0164
 NQ0164  VERT ORDER  -  FIRST     CLASS II
 NQ0164
 NQ0164.The horizontal coordinates were scaled from a topographic map and have
 NQ0164.an estimated accuracy of +/- 6 seconds.
 NQ0164
 NQ0164.The orthometric height was determined by differential leveling
 NQ0164.and adjusted by the National Geodetic Survey in June 1991..
 NQ0164
 NQ0164.The geoid height was determined by GEOID03.
 NQ0164
 NQ0164.The dynamic height is computed by dividing the NAVD 88
 NQ0164.geopotential number by the normal gravity value computed on the
 NQ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0164.degrees latitude (g = 980.6199 gals.).
 NQ0164
 NQ0164.The modeled gravity was interpolated from observed gravity values.
 NQ0164
 NQ0164;                    North         East    Units  Estimated Accuracy
 NQ0164;SPC WY E     -   172,560.      218,830.      MT  (+/- 180 meters Scaled)
 NQ0164
 NQ0164                          SUPERSEDED SURVEY CONTROL
 NQ0164
 NQ0164  NGVD 29 (??/??/92) 1456.733  (m)         4779.30   (f) ADJ UNCH    1 2
 NQ0164
 NQ0164.Superseded values are not recommended for survey control.
 NQ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0164.See file dsdata.txt to determine how the superseded data were derived.
 NQ0164
 NQ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG050557(NAD 83)
 NQ0164_MARKER: DB = BENCH MARK DISK
 NQ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0164_STAMPING: J 119 1956
 NQ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0164+STABILITY: SURFACE MOTION
 NQ0164
 NQ0164  HISTORY     - Date     Condition        Report By
 NQ0164  HISTORY     - 1956     MONUMENTED       CGS
 NQ0164  HISTORY     - 20030924 GOOD             USPSQD
 NQ0164
 NQ0164                          STATION DESCRIPTION
 NQ0164
 NQ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0164'0.8 MI E FROM WHEATLAND.
 NQ0164'0.7 MILE EAST ALONG STATE SECONDARY HIGHWAY 158 FROM THE COLORADO
 NQ0164'AND SOUTHERN RAILROAD STATION AT WHEATLAND, THENCE 0.1 MILE
 NQ0164'NORTHWEST ACROSS A COW LOT, 15.4 FEET NORTH OF THE NORTH SIDE OF
 NQ0164'THE CONTROL BUILDING OF THE BEACON TOWER AT THE WHEATLAND
 NQ0164'AIRPORT, 36 FEET EAST OF A FENCE, DIRECTLY BENEATH THE CENTER
 NQ0164'OF THE BEACON TOWER, SET IN THE TOP OF A CONCRETE POST WHICH
 NQ0164'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 18, TOWNSHIP 24
 NQ0164'NORTH, RANGE 67 WEST.
 NQ0164
 NQ0164                          STATION RECOVERY (2003)
 NQ0164
 NQ0164'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 NQ0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0035 ***********************************************************************
 PY0035  DESIGNATION -  J 12 RESET
 PY0035  PID         -  PY0035
 PY0035  STATE/COUNTY-  WY/PARK
 PY0035  USGS QUAD   -  SYLVAN LAKE (1991)
 PY0035
 PY0035                         *CURRENT SURVEY CONTROL
 PY0035  ___________________________________________________________________
 PY0035* NAD 83(1986)-  44 29 24.     (N)    110 11 17.     (W)     SCALED    
 PY0035* NAVD 88     -      2607.57   (+/-2cm)    8555.0    (feet)  VERTCON   
 PY0035  ___________________________________________________________________
 PY0035  GEOID HEIGHT-          -7.83  (meters)                     GEOID03
 PY0035
 PY0035  VERT ORDER  -  THIRD (See Below)
 PY0035
 PY0035.The horizontal coordinates were scaled from a topographic map and have
 PY0035.an estimated accuracy of +/- 6 seconds.
 PY0035
 PY0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY0035.The vertical order pertains to the NGVD 29 superseded value.
 PY0035
 PY0035.The geoid height was determined by GEOID03.
 PY0035
 PY0035;                    North         East    Units  Estimated Accuracy
 PY0035;SPC WYWC     -   444,200.      485,620.      MT  (+/- 180 meters Scaled)
 PY0035
 PY0035                          SUPERSEDED SURVEY CONTROL
 PY0035
 PY0035  NGVD 29 (??/??/??) 2606.24   (m)         8550.6    (f) RESET       3  
 PY0035
 PY0035.Superseded values are not recommended for survey control.
 PY0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0035.See file dsdata.txt to determine how the superseded data were derived.
 PY0035
 PY0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ645266(NAD 83)
 PY0035_MARKER: DB = BENCH MARK DISK
 PY0035_SETTING: 66 = SET IN ROCK OUTCROP
 PY0035_SP_SET: ROCK OUTCROP
 PY0035_STAMPING: 8550.44
 PY0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0035+STABILITY: POSITION/ELEVATION WELL
 PY0035
 PY0035  HISTORY     - Date     Condition        Report By
 PY0035  HISTORY     - UNK      MONUMENTED       BPR
 PY0035  HISTORY     - 1928     GOOD             BPR
 PY0035  HISTORY     - 1958     MARK NOT FOUND   USGS
 PY0035
 PY0035                          STATION DESCRIPTION
 PY0035
 PY0035'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1928
 PY0035'16.0 MI E FROM LAKE JUNCTION.
 PY0035'16.0 MILES EAST ALONG THE LAKE JUNCTION-EAST ENTRANCE ROAD FROM LAKE
 PY0035'JUNCTION, YELLOWSTONE NATIONAL PARK, OPPOSITE STATION 81+16 OF THE
 PY0035'EAST ENTRANCE-SYLVAN PASS LOCATION SURVEY OF THE U.S. BUREAU OF PUBLIC
 PY0035'ROADS, 32 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, ON A POINT OF
 PY0035'ROCK OUTCROPPING FROM A SOLID LEDGE, 33 FEET HIGHER THAN THE PROFILE
 PY0035'OF THE NEW HIGHWAY, AND 2 FEET ABOVE NORMAL GROUND LEVEL.  A U.S.
 PY0035'BUREAU OF PUBLIC ROADS STANDARD DISK.
 PY0035
 PY0035                          STATION RECOVERY (1958)
 PY0035
 PY0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PY0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0120 ***********************************************************************
 PV0120  CBN         -  This is a Cooperative Base Network Control Station.
 PV0120  DESIGNATION -  J 120
 PV0120  PID         -  PV0120
 PV0120  STATE/COUNTY-  WY/CROOK
 PV0120  USGS QUAD   -  SPYGLASS HILL (1982)
 PV0120
 PV0120                         *CURRENT SURVEY CONTROL
 PV0120  ___________________________________________________________________
 PV0120* NAD 83(1993)-  44 14 39.30217(N)    104 55 14.71243(W)     ADJUSTED  
 PV0120* NAVD 88     -      1303.465  (meters)    4276.45   (feet)  ADJUSTED  
 PV0120  ___________________________________________________________________
 PV0120  X           -  -1,178,628.975 (meters)                     COMP
 PV0120  Y           -  -4,423,165.118 (meters)                     COMP
 PV0120  Z           -   4,428,473.595 (meters)                     COMP
 PV0120  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 PV0120  ELLIP HEIGHT-        1289.17  (meters)          (09/07/01) GPS OBS
 PV0120  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 PV0120  DYNAMIC HT  -        1302.935 (meters)    4274.71  (feet)  COMP
 PV0120  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 PV0120
 PV0120  HORZ ORDER  -  B
 PV0120  VERT ORDER  -  FIRST     CLASS II
 PV0120  ELLP ORDER  -  FOURTH    CLASS I
 PV0120
 PV0120.The horizontal coordinates were established by GPS observations
 PV0120.and adjusted by the National Geodetic Survey in October 1994..
 PV0120
 PV0120.The orthometric height was determined by differential leveling
 PV0120.and adjusted by the National Geodetic Survey in June 1991..
 PV0120
 PV0120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PV0120
 PV0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0120
 PV0120.The ellipsoidal height was determined by GPS observations
 PV0120.and is referenced to NAD 83.
 PV0120
 PV0120.The geoid height was determined by GEOID03.
 PV0120
 PV0120.The dynamic height is computed by dividing the NAVD 88
 PV0120.geopotential number by the normal gravity value computed on the
 PV0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0120.degrees latitude (g = 980.6199 gals.).
 PV0120
 PV0120.The modeled gravity was interpolated from observed gravity values.
 PV0120
 PV0120;                    North         East     Units Scale Factor Converg.
 PV0120;SPC WY E     -   415,916.848   219,641.442   MT  0.99994224   +0 10 17.7
 PV0120;UTM  13      - 4,899,004.852   506,327.399   MT  0.99960049   +0 03 19.1
 PV0120
 PV0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0120!SPC WY E     -   0.99979790  x   0.99994224  =   0.99974015
 PV0120!UTM  13      -   0.99979790  x   0.99960049  =   0.99939847
 PV0120
 PV0120                          SUPERSEDED SURVEY CONTROL
 PV0120
 PV0120  ELLIP H (10/19/94) 1289.25   (m)                       GP(       ) 4 1
 PV0120  NAVD 88 (10/19/94) 1303.46   (m)         4276.4    (f) LEVELING    3  
 PV0120  NGVD 29 (??/??/92) 1302.829  (m)         4274.36   (f) ADJ UNCH    1 2
 PV0120
 PV0120.Superseded values are not recommended for survey control.
 PV0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0120.See file dsdata.txt to determine how the superseded data were derived.
 PV0120
 PV0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ0632799005(NAD 83)
 PV0120_MARKER: DB = BENCH MARK DISK
 PV0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0120_SP_SET: CONCRETE POST
 PV0120_STAMPING: J 120 1957
 PV0120_MARK LOGO: CGS   
 PV0120_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0120_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0120+STABILITY: SURFACE MOTION
 PV0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0120+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 PV0120
 PV0120  HISTORY     - Date     Condition        Report By
 PV0120  HISTORY     - 1957     MONUMENTED       CGS
 PV0120  HISTORY     - 1985     GOOD             NGS
 PV0120  HISTORY     - 19910828 GOOD             NGS
 PV0120  HISTORY     - 19930622 GOOD             NGS
 PV0120  HISTORY     - 19990901 GOOD             WYDT
 PV0120  HISTORY     - 20000609 GOOD             USGS
 PV0120
 PV0120                          STATION DESCRIPTION
 PV0120
 PV0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0120'2 MI SE FROM MOORCROFT.
 PV0120'2.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0120'RAILROAD FROM THE STATION AT MOORCROFT, 70 FEET NORTHWEST OF THE
 PV0120'8TH POLE NORTHWEST OF MILEPOST 567, 97 FEET NORTH OF THE
 PV0120'NORTH RAIL, 51 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 16,
 PV0120'2 FEET NORTH OF THE FENCE LINE, 2 FEET EAST OF A CONCRETE
 PV0120'WITNESS POST, ABOUT 4 FEET ABOVE THE TRACK AND IN THE TOP OF A
 PV0120'CONCRETE POST WHICH PROJECTS 7 INCHES.
 PV0120
 PV0120                          STATION RECOVERY (1985)
 PV0120
 PV0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0120'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 PV0120'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.45 KM
 PV0120'(2.15 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE JUNCTION OF US
 PV0120'HIGHWAY 14 AT MOORCROFT, 0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST 2,
 PV0120'40.5 METERS (133 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 29.5 METERS
 PV0120'(97 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE BURLINGTON NORTHERN
 PV0120'RAILROAD AND 21.3 METERS (70 FT) NORTHWEST OF THE EIGHTH TELEPHONE
 PV0120'POLE NORTHWEST OF MILEPOLE 567.
 PV0120'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 PV0120
 PV0120                          STATION RECOVERY (1991)
 PV0120
 PV0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0120'3.3 KM (2.05 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 16 FROM THE
 PV0120'JUNCTION OF U.S. HIGHWAY 14 IN MOORCROFT, 40.5 M (132.9 FT)
 PV0120'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.5 M (96.8 FT)
 PV0120'NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 16.4
 PV0120'M (53.8 FT) NORTH OF UTILITY POLE NUMBER 5 1/2, 1.0 M (3.3 FT) BELOW
 PV0120'THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST,
 PV0120'AND THE MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 PV0120
 PV0120                          STATION RECOVERY (1993)
 PV0120
 PV0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 PV0120'STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF MOORCROFT, ALONG
 PV0120'US HIGHWAY 16, BETWEEN THE OLD ROADBED AND RAILROAD TRACKS, ON THE
 PV0120'RIGHT-OF-WAY, AT MILEPOST 202, ON A SOUTHWEST SLOPE, ON THE DIVIDE
 PV0120'LINE BETWEEN SECTIONS 8 AND 9, T 49 N, R 67 W.  OWNERSHIP--STATE
 PV0120'HIGHWAY DEPARTMENT. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 PV0120'INTERSTATE HIGHWAYS 90 AND 90 BUSINESS (EXIT 154) ON THE NORTHEAST
 PV0120'SIDE OF MOORCROFT, GO SOUTH ON HIGHWAY 90 BUSINESS FOR 0.37 KM (0.20
 PV0120'MI) TO A T-ROAD.  TURN LEFT, SOUTHEAST, ON US HIGHWAY 16 FOR 1.92 KM
 PV0120'(1.20 MI) TO A DIRT ROAD RIGHT LEADING DOWNHILL.  CONTINUE AHEAD FOR
 PV0120'1.04 KM (0.65 MI) TO MILEPOST 202 AND THE STATION ON THE RIGHT.
 PV0120'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 PV0120'PROJECTING 5 CM ABOVE GROUND.  IT IS 40.8 M (133.9 FT) SOUTHWEST OF,
 PV0120'AND 2 M (6.6 FT) LOWER THAN THE HIGHWAY CENTER, 25.0 M (82.0 FT)
 PV0120'NORTHEAST OF THE NORTHEAST RAIL OF THE NEAR TRACK, 0.6 M (2.0 FT)
 PV0120'SOUTHEAST OF A FIBERGLASS WITNESS POST AND A CONCRETE RIGHT-OF-WAY
 PV0120'POST, 16.5 M (54.1 FT) NORTHWEST OF UTILITY POLE 5 1/2, AND 13.1 M
 PV0120'(43.0 FT) NORTH-NORTHWEST OF UTILITY POLE F. DESCRIBED BY G.R.HEID
 PV0120
 PV0120                          STATION RECOVERY (1999)
 PV0120
 PV0120'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JET)
 PV0120'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 PV0120'307-777-3819.  THE DESCRIPTION IS ACCURATE.
 PV0120
 PV0120                          STATION RECOVERY (2000)
 PV0120
 PV0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0120'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0231 ***********************************************************************
 PV0231  DESIGNATION -  J 121
 PV0231  PID         -  PV0231
 PV0231  STATE/COUNTY-  WY/CAMPBELL
 PV0231  USGS QUAD   -  FORTIN DRAW (1971)
 PV0231
 PV0231                         *CURRENT SURVEY CONTROL
 PV0231  ___________________________________________________________________
 PV0231* NAD 83(1986)-  44 17 18.     (N)    105 21 38.     (W)     SCALED    
 PV0231* NAVD 88     -      1340.832  (meters)    4399.05   (feet)  ADJUSTED  
 PV0231  ___________________________________________________________________
 PV0231  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PV0231  DYNAMIC HT  -        1340.301 (meters)    4397.30  (feet)  COMP
 PV0231  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 PV0231
 PV0231  VERT ORDER  -  FIRST     CLASS II
 PV0231
 PV0231.The horizontal coordinates were scaled from a topographic map and have
 PV0231.an estimated accuracy of +/- 6 seconds.
 PV0231
 PV0231.The orthometric height was determined by differential leveling
 PV0231.and adjusted by the National Geodetic Survey in June 1991..
 PV0231
 PV0231.The geoid height was determined by GEOID03.
 PV0231
 PV0231.The dynamic height is computed by dividing the NAVD 88
 PV0231.geopotential number by the normal gravity value computed on the
 PV0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0231.degrees latitude (g = 980.6199 gals.).
 PV0231
 PV0231.The modeled gravity was interpolated from observed gravity values.
 PV0231
 PV0231;                    North         East    Units  Estimated Accuracy
 PV0231;SPC WY E     -   420,800.      184,530.      MT  (+/- 180 meters Scaled)
 PV0231
 PV0231                          SUPERSEDED SURVEY CONTROL
 PV0231
 PV0231  NGVD 29 (??/??/92) 1340.211  (m)         4397.01   (f) ADJ UNCH    1 2
 PV0231
 PV0231.Superseded values are not recommended for survey control.
 PV0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0231.See file dsdata.txt to determine how the superseded data were derived.
 PV0231
 PV0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK712039(NAD 83)
 PV0231_MARKER: DB = BENCH MARK DISK
 PV0231_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PV0231_SP_SET: BRIDGE CURB
 PV0231_STAMPING: J 121 1957
 PV0231_MARK LOGO: CGS   
 PV0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0231
 PV0231  HISTORY     - Date     Condition        Report By
 PV0231  HISTORY     - 1957     MONUMENTED       CGS
 PV0231  HISTORY     - 1985     GOOD             NGS
 PV0231
 PV0231                          STATION DESCRIPTION
 PV0231
 PV0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0231'7.2 MI E FROM GILLETE.
 PV0231'7.25 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0231'FROM THE STATION AT GILLETTE, IN THE TOP OF THE SOUTH CONCRETE
 PV0231'CURB OF BRIDGE 589.97, 31 FEET EAST OF THE WEST END OF THE
 PV0231'BRIDGE, DIRECTLY OVER THE 2ND PIER EAST OF THE WEST END OF THE
 PV0231'BRIDGE, ABOUT 1/2 FOOT LOWER THAN THE TOP OF THE RAIL.
 PV0231
 PV0231                          STATION RECOVERY (1985)
 PV0231
 PV0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0285 ***********************************************************************
 PV0285  DESIGNATION -  J 122
 PV0285  PID         -  PV0285
 PV0285  STATE/COUNTY-  WY/CAMPBELL
 PV0285  USGS QUAD   -  ORIVA (1971)
 PV0285
 PV0285                         *CURRENT SURVEY CONTROL
 PV0285  ___________________________________________________________________
 PV0285* NAD 83(1986)-  44 21 22.     (N)    105 44 19.     (W)     SCALED    
 PV0285* NAVD 88     -      1359.022  (meters)    4458.72   (feet)  ADJUSTED  
 PV0285  ___________________________________________________________________
 PV0285  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 PV0285  DYNAMIC HT  -        1358.442 (meters)    4456.82  (feet)  COMP
 PV0285  MODELED GRAV-     980,143.5   (mgal)                       NAVD 88
 PV0285
 PV0285  VERT ORDER  -  FIRST     CLASS II
 PV0285
 PV0285.The horizontal coordinates were scaled from a topographic map and have
 PV0285.an estimated accuracy of +/- 6 seconds.
 PV0285
 PV0285.The orthometric height was determined by differential leveling
 PV0285.and adjusted by the National Geodetic Survey in June 1991..
 PV0285
 PV0285.The geoid height was determined by GEOID03.
 PV0285
 PV0285.The dynamic height is computed by dividing the NAVD 88
 PV0285.geopotential number by the normal gravity value computed on the
 PV0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0285.degrees latitude (g = 980.6199 gals.).
 PV0285
 PV0285.The modeled gravity was interpolated from observed gravity values.
 PV0285
 PV0285;                    North         East    Units  Estimated Accuracy
 PV0285;SPC WY E     -   428,480.      154,410.      MT  (+/- 180 meters Scaled)
 PV0285
 PV0285                          SUPERSEDED SURVEY CONTROL
 PV0285
 PV0285  NGVD 29 (??/??/92) 1358.328  (m)         4456.45   (f) ADJ UNCH    1 2
 PV0285
 PV0285.Superseded values are not recommended for survey control.
 PV0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0285.See file dsdata.txt to determine how the superseded data were derived.
 PV0285
 PV0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK411116(NAD 83)
 PV0285_MARKER: DB = BENCH MARK DISK
 PV0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0285_STAMPING: J 122 1957
 PV0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0285+STABILITY: SURFACE MOTION
 PV0285
 PV0285  HISTORY     - Date     Condition        Report By
 PV0285  HISTORY     - 1957     MONUMENTED       CGS
 PV0285
 PV0285                          STATION DESCRIPTION
 PV0285
 PV0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0285'13.9 MI NW FROM GILLETTE.
 PV0285'ABOUT 13.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0285'QUINCY RAILROAD FROM THE STATION AT GILLETTE, 12 RAILS NORTHWEST
 PV0285'OF MILEPOST 611, 110 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 21
 PV0285'FEET SOUTHWEST OF THE FENCE LINE, 2 1/2 FEET NORTHEAST OF A
 PV0285'CONCRETE WITNESS POST, ABOUT 4 FEET BELOW THE TOP OF THE RAIL
 PV0285'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0004 ***********************************************************************
 PW0004  DESIGNATION -  J 123
 PW0004  PID         -  PW0004
 PW0004  STATE/COUNTY-  WY/SHERIDAN
 PW0004  USGS QUAD   -  LARIAT (1972)
 PW0004
 PW0004                         *CURRENT SURVEY CONTROL
 PW0004  ___________________________________________________________________
 PW0004* NAD 83(1986)-  44 35 15.     (N)    106 01 17.     (W)     SCALED    
 PW0004* NAVD 88     -      1180.548  (meters)    3873.18   (feet)  ADJUSTED  
 PW0004  ___________________________________________________________________
 PW0004  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 PW0004  DYNAMIC HT  -        1180.108 (meters)    3871.74  (feet)  COMP
 PW0004  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 PW0004
 PW0004  VERT ORDER  -  FIRST     CLASS II
 PW0004
 PW0004.The horizontal coordinates were scaled from a topographic map and have
 PW0004.an estimated accuracy of +/- 6 seconds.
 PW0004
 PW0004.The orthometric height was determined by differential leveling
 PW0004.and adjusted by the National Geodetic Survey in June 1991..
 PW0004
 PW0004.The geoid height was determined by GEOID03.
 PW0004
 PW0004.The dynamic height is computed by dividing the NAVD 88
 PW0004.geopotential number by the normal gravity value computed on the
 PW0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0004.degrees latitude (g = 980.6199 gals.).
 PW0004
 PW0004.The modeled gravity was interpolated from observed gravity values.
 PW0004
 PW0004;                    North         East    Units  Estimated Accuracy
 PW0004;SPC WYEC     -   554,860.      504,180.      MT  (+/- 180 meters Scaled)
 PW0004
 PW0004                          SUPERSEDED SURVEY CONTROL
 PW0004
 PW0004  NGVD 29 (??/??/92) 1179.877  (m)         3870.98   (f) ADJ UNCH    1 2
 PW0004
 PW0004.Superseded values are not recommended for survey control.
 PW0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0004.See file dsdata.txt to determine how the superseded data were derived.
 PW0004
 PW0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK189376(NAD 83)
 PW0004_MARKER: DB = BENCH MARK DISK
 PW0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0004_STAMPING: J 123 1957
 PW0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0004+STABILITY: SURFACE MOTION
 PW0004
 PW0004  HISTORY     - Date     Condition        Report By
 PW0004  HISTORY     - 1957     MONUMENTED       CGS
 PW0004
 PW0004                          STATION DESCRIPTION
 PW0004
 PW0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0004'8.2 MI SE FROM ARVADA.
 PW0004'8.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0004'FROM THE STATION AT ARVADA, 24 FEET NORTHWEST OF THE 8TH POLE
 PW0004'SOUTHEAST OF MILEPOST 633, 0.2 MILE SOUTHEAST OF A WINDMILL THAT IS
 PW0004'LOCATED ON THE SOUTHWEST SIDE OF THE TRACK, 46 FEET NORTHEAST OF THE
 PW0004'NORTHEAST RAIL, 51 FEET EAST-NORTHEAST OF THE CENTER OF A PRIVATE ROAD
 PW0004'CROSSING, 28 FEET SOUTHEAST OF THE CENTER OF A GATE, 2 FEET NORTHEAST
 PW0004'OF THE FENCE LINE, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 PW0004'POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 PW0004'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0052 ***********************************************************************
 OU0052  DESIGNATION -  J 124
 OU0052  PID         -  OU0052
 OU0052  STATE/COUNTY-  WY/WESTON
 OU0052  USGS QUAD   -  NEWCASTLE (1979)
 OU0052
 OU0052                         *CURRENT SURVEY CONTROL
 OU0052  ___________________________________________________________________
 OU0052* NAD 83(1986)-  43 51 15.     (N)    104 13 30.     (W)     SCALED    
 OU0052* NAVD 88     -      1305.613  (meters)    4283.50   (feet)  ADJUSTED  
 OU0052  ___________________________________________________________________
 OU0052  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 OU0052  DYNAMIC HT  -        1305.033 (meters)    4281.60  (feet)  COMP
 OU0052  MODELED GRAV-     980,128.9   (mgal)                       NAVD 88
 OU0052
 OU0052  VERT ORDER  -  FIRST     CLASS II
 OU0052
 OU0052.The horizontal coordinates were scaled from a topographic map and have
 OU0052.an estimated accuracy of +/- 6 seconds.
 OU0052
 OU0052.The orthometric height was determined by differential leveling
 OU0052.and adjusted by the National Geodetic Survey in June 1991..
 OU0052
 OU0052.The geoid height was determined by GEOID03.
 OU0052
 OU0052.The dynamic height is computed by dividing the NAVD 88
 OU0052.geopotential number by the normal gravity value computed on the
 OU0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0052.degrees latitude (g = 980.6199 gals.).
 OU0052
 OU0052.The modeled gravity was interpolated from observed gravity values.
 OU0052
 OU0052;                    North         East    Units  Estimated Accuracy
 OU0052;SPC WY E     -   372,980.      275,710.      MT  (+/- 180 meters Scaled)
 OU0052
 OU0052                          SUPERSEDED SURVEY CONTROL
 OU0052
 OU0052  NGVD 29 (??/??/92) 1304.960  (m)         4281.36   (f) ADJ UNCH    1 2
 OU0052
 OU0052.Superseded values are not recommended for survey control.
 OU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0052.See file dsdata.txt to determine how the superseded data were derived.
 OU0052
 OU0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ622559(NAD 83)
 OU0052_MARKER: DB = BENCH MARK DISK
 OU0052_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0052_SP_SET: 13 FEET
 OU0052_STAMPING: J 124 1957
 OU0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0052
 OU0052  HISTORY     - Date     Condition        Report By
 OU0052  HISTORY     - 1957     MONUMENTED       CGS
 OU0052  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0052
 OU0052                          STATION DESCRIPTION
 OU0052
 OU0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0052'1.2 MI W FROM NEWCASTLE.
 OU0052'ABOUT 1.15 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OU0052'RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 30, T.45 N.,
 OU0052'R.61 W., 8 POLES EAST OF MILEPOST 522, 28 FEET SOUTH OF THE
 OU0052'SOUTH RAIL, 6 FEET NORTH OF THE FENCE LINE, 2 FEET WEST OF A
 OU0052'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, A DISK
 OU0052'ON A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 OU0052'13 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 7 INCHES.
 OU0052
 OU0052                          STATION RECOVERY (1985)
 OU0052
 OU0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0052'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 OU0052'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0053 ***********************************************************************
 OU0053  DESIGNATION -  J 125
 OU0053  PID         -  OU0053
 OU0053  STATE/COUNTY-  WY/WESTON
 OU0053  USGS QUAD   -  NEWCASTLE (1979)
 OU0053
 OU0053                         *CURRENT SURVEY CONTROL
 OU0053  ___________________________________________________________________
 OU0053* NAD 83(1986)-  43 51 18.     (N)    104 14 50.     (W)     SCALED    
 OU0053* NAVD 88     -      1297.143  (meters)    4255.71   (feet)  ADJUSTED  
 OU0053  ___________________________________________________________________
 OU0053  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 OU0053  DYNAMIC HT  -        1296.575 (meters)    4253.85  (feet)  COMP
 OU0053  MODELED GRAV-     980,135.2   (mgal)                       NAVD 88
 OU0053
 OU0053  VERT ORDER  -  FIRST     CLASS II
 OU0053
 OU0053.The horizontal coordinates were scaled from a topographic map and have
 OU0053.an estimated accuracy of +/- 6 seconds.
 OU0053
 OU0053.The orthometric height was determined by differential leveling
 OU0053.and adjusted by the National Geodetic Survey in June 1991..
 OU0053
 OU0053.The geoid height was determined by GEOID03.
 OU0053
 OU0053.The dynamic height is computed by dividing the NAVD 88
 OU0053.geopotential number by the normal gravity value computed on the
 OU0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0053.degrees latitude (g = 980.6199 gals.).
 OU0053
 OU0053.The modeled gravity was interpolated from observed gravity values.
 OU0053
 OU0053;                    North         East    Units  Estimated Accuracy
 OU0053;SPC WY E     -   373,050.      273,920.      MT  (+/- 180 meters Scaled)
 OU0053
 OU0053                          SUPERSEDED SURVEY CONTROL
 OU0053
 OU0053  NGVD 29 (??/??/92) 1296.500  (m)         4253.60   (f) ADJ UNCH    1 2
 OU0053
 OU0053.Superseded values are not recommended for survey control.
 OU0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0053.See file dsdata.txt to determine how the superseded data were derived.
 OU0053
 OU0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ605560(NAD 83)
 OU0053_MARKER: DB = BENCH MARK DISK
 OU0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0053_STAMPING: J 125 1957
 OU0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0053+STABILITY: SURFACE MOTION
 OU0053
 OU0053  HISTORY     - Date     Condition        Report By
 OU0053  HISTORY     - 1957     MONUMENTED       CGS
 OU0053
 OU0053                          STATION DESCRIPTION
 OU0053
 OU0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0053'2.2 MI W FROM NEWCASTLE.
 OU0053'ABOUT 2.25 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OU0053'RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 25, T.45 N.,
 OU0053'R.62 W., 3 1/2 POLES EAST OF MILEPOST 523, AT THE EAST END OF A
 OU0053'FILL, 31 FEET SOUTH OF THE SOUTH RAIL, 47 FEET NORTHEAST OF A
 OU0053'30-INCH FORKED PINE TREE WITH TRIANGULAR BLAZE, 2 1/2 FEET SOUTH
 OU0053'OF THE FENCE LINE, ABOUT 6 FEET LOWER THAN THE TRACK AND IN THE
 OU0053'TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0093 ***********************************************************************
 PV0093  DESIGNATION -  J 126
 PV0093  PID         -  PV0093
 PV0093  STATE/COUNTY-  WY/WESTON
 PV0093  USGS QUAD   -  UPTON EAST (1984)
 PV0093
 PV0093                         *CURRENT SURVEY CONTROL
 PV0093  ___________________________________________________________________
 PV0093* NAD 83(1986)-  44 04 34.     (N)    104 35 32.     (W)     SCALED    
 PV0093* NAVD 88     -      1293.617  (meters)    4244.14   (feet)  ADJUSTED  
 PV0093  ___________________________________________________________________
 PV0093  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0093  DYNAMIC HT  -        1293.094 (meters)    4242.43  (feet)  COMP
 PV0093  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 PV0093
 PV0093  VERT ORDER  -  FIRST     CLASS II
 PV0093
 PV0093.The horizontal coordinates were scaled from a topographic map and have
 PV0093.an estimated accuracy of +/- 6 seconds.
 PV0093
 PV0093.The orthometric height was determined by differential leveling
 PV0093.and adjusted by the National Geodetic Survey in June 1991..
 PV0093
 PV0093.The geoid height was determined by GEOID03.
 PV0093
 PV0093.The dynamic height is computed by dividing the NAVD 88
 PV0093.geopotential number by the normal gravity value computed on the
 PV0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0093.degrees latitude (g = 980.6199 gals.).
 PV0093
 PV0093.The modeled gravity was interpolated from observed gravity values.
 PV0093
 PV0093;                    North         East    Units  Estimated Accuracy
 PV0093;SPC WY E     -   397,370.      246,010.      MT  (+/- 180 meters Scaled)
 PV0093
 PV0093                          SUPERSEDED SURVEY CONTROL
 PV0093
 PV0093  NGVD 29 (??/??/92) 1292.993  (m)         4242.09   (f) ADJ UNCH    1 2
 PV0093
 PV0093.Superseded values are not recommended for survey control.
 PV0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0093.See file dsdata.txt to determine how the superseded data were derived.
 PV0093
 PV0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ326804(NAD 83)
 PV0093_MARKER: DB = BENCH MARK DISK
 PV0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0093_SP_SET: COLUMNS
 PV0093_STAMPING: J 126 1957
 PV0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0093
 PV0093  HISTORY     - Date     Condition        Report By
 PV0093  HISTORY     - 1957     MONUMENTED       CGS
 PV0093  HISTORY     - 1979     MARK NOT FOUND   USGS
 PV0093
 PV0093                          STATION DESCRIPTION
 PV0093
 PV0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0093'2.4 MI SE FROM UPTON.
 PV0093'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0093'RAILROAD FROM THE STATION AT UPTON, AT OVERPASS 546.53 OF U.S.
 PV0093'HIGHWAY 16 OVER THE TRACK, SET VERTICALLY IN THE SOUTH FACE OF
 PV0093'THE MOST WESTERLY OF THREE COLUMNS IN THE FIRST BENT NORTH OF
 PV0093'THE TRACK, 13 1/2 FEET NORTH-NORTHEAST OF THE NEAR RAIL AND
 PV0093'ABOUT LEVEL WITH THE RAIL.
 PV0093
 PV0093                          STATION RECOVERY (1979)
 PV0093
 PV0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0094 ***********************************************************************
 PV0094  DESIGNATION -  J 126 RESET
 PV0094  PID         -  PV0094
 PV0094  STATE/COUNTY-  WY/WESTON
 PV0094  USGS QUAD   -  UPTON EAST (1984)
 PV0094
 PV0094                         *CURRENT SURVEY CONTROL
 PV0094  ___________________________________________________________________
 PV0094* NAD 83(1986)-  44 04 34.     (N)    104 35 32.     (W)     SCALED    
 PV0094* NAVD 88     -      1301.11   (+/-2cm)    4268.7    (feet)  VERTCON   
 PV0094  ___________________________________________________________________
 PV0094  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0094
 PV0094  VERT ORDER  -  THIRD (See Below)
 PV0094
 PV0094.The horizontal coordinates were scaled from a topographic map and have
 PV0094.an estimated accuracy of +/- 6 seconds.
 PV0094
 PV0094.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0094.The vertical order pertains to the NGVD 29 superseded value.
 PV0094
 PV0094.The geoid height was determined by GEOID03.
 PV0094
 PV0094;                    North         East    Units  Estimated Accuracy
 PV0094;SPC WY E     -   397,370.      246,010.      MT  (+/- 180 meters Scaled)
 PV0094
 PV0094                          SUPERSEDED SURVEY CONTROL
 PV0094
 PV0094  NGVD 29 (03/28/06) 1300.49   (m)         4266.7    (f) RESET       3  
 PV0094
 PV0094.Superseded values are not recommended for survey control.
 PV0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0094.See file dsdata.txt to determine how the superseded data were derived.
 PV0094
 PV0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ326804(NAD 83)
 PV0094_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PV0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0094_SP_SET: OVERPASS
 PV0094_STAMPING: J 126 RESET 1969 ROW 4266.712
 PV0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0094
 PV0094  HISTORY     - Date     Condition        Report By
 PV0094  HISTORY     - 1969     MONUMENTED       WYHD
 PV0094
 PV0094                          STATION DESCRIPTION
 PV0094
 PV0094'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1969
 PV0094'2.4 MI SE FROM UPTON.
 PV0094'2.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0094'RAILROAD FROM THE STATION AT UPTON, AT OVERPASS 546.42 (U.S.
 PV0094'HIGHWAY 16 OVERPASS), SET IN THE TOP OF THE CURB AT THE SOUTHWEST
 PV0094'CORNER OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0034 ***********************************************************************
 PW0034  DESIGNATION -  J 127
 PW0034  PID         -  PW0034
 PW0034  STATE/COUNTY-  WY/SHERIDAN
 PW0034  USGS QUAD   -  LEITER (1971)
 PW0034
 PW0034                         *CURRENT SURVEY CONTROL
 PW0034  ___________________________________________________________________
 PW0034* NAD 83(1986)-  44 39 43.     (N)    106 22 23.     (W)     SCALED    
 PW0034* NAVD 88     -      1188.188  (meters)    3898.25   (feet)  ADJUSTED  
 PW0034  ___________________________________________________________________
 PW0034  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 PW0034  DYNAMIC HT  -        1187.725 (meters)    3896.73  (feet)  COMP
 PW0034  MODELED GRAV-     980,187.5   (mgal)                       NAVD 88
 PW0034
 PW0034  VERT ORDER  -  FIRST     CLASS II
 PW0034
 PW0034.The horizontal coordinates were scaled from a topographic map and have
 PW0034.an estimated accuracy of +/- 6 seconds.
 PW0034
 PW0034.The orthometric height was determined by differential leveling
 PW0034.and adjusted by the National Geodetic Survey in June 1991..
 PW0034
 PW0034.The geoid height was determined by GEOID03.
 PW0034
 PW0034.The dynamic height is computed by dividing the NAVD 88
 PW0034.geopotential number by the normal gravity value computed on the
 PW0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0034.degrees latitude (g = 980.6199 gals.).
 PW0034
 PW0034.The modeled gravity was interpolated from observed gravity values.
 PW0034
 PW0034;                    North         East    Units  Estimated Accuracy
 PW0034;SPC WYEC     -   562,750.      476,150.      MT  (+/- 180 meters Scaled)
 PW0034
 PW0034                          SUPERSEDED SURVEY CONTROL
 PW0034
 PW0034  NGVD 29 (??/??/92) 1187.473  (m)         3895.90   (f) ADJ UNCH    1 2
 PW0034
 PW0034.Superseded values are not recommended for survey control.
 PW0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0034.See file dsdata.txt to determine how the superseded data were derived.
 PW0034
 PW0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK911463(NAD 83)
 PW0034_MARKER: DB = BENCH MARK DISK
 PW0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0034_SP_SET: FLOOR
 PW0034_STAMPING: J 127 1957
 PW0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0034
 PW0034  HISTORY     - Date     Condition        Report By
 PW0034  HISTORY     - 1957     MONUMENTED       CGS
 PW0034
 PW0034                          STATION DESCRIPTION
 PW0034
 PW0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0034'1.8 MI NE FROM CLEARMONT.
 PW0034'1.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0034'FROM THE STATION AT CLEARMONT, ABOUT 3 1/2 POLES NORTH OF MILEPOST
 PW0034'659, IN THE TOP OF THE SOUTH END OF THE EAST EDGE OF THE CONCRETE
 PW0034'FLOOR OF A BOX TYPE CULVERT NUMBER 658.93 OVER AN IRRIGATION CHANNEL,
 PW0034'7 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0157 ***********************************************************************
 PW0157  DESIGNATION -  J 128
 PW0157  PID         -  PW0157
 PW0157  STATE/COUNTY-  WY/SHERIDAN
 PW0157  USGS QUAD   -  VERONA (1970)
 PW0157
 PW0157                         *CURRENT SURVEY CONTROL
 PW0157  ___________________________________________________________________
 PW0157* NAD 83(1986)-  44 44 21.     (N)    106 39 59.     (W)     SCALED    
 PW0157* NAVD 88     -      1223.180  (meters)    4013.05   (feet)  ADJUSTED  
 PW0157  ___________________________________________________________________
 PW0157  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PW0157  DYNAMIC HT  -        1222.706 (meters)    4011.49  (feet)  COMP
 PW0157  MODELED GRAV-     980,187.7   (mgal)                       NAVD 88
 PW0157
 PW0157  VERT ORDER  -  FIRST     CLASS II
 PW0157
 PW0157.The horizontal coordinates were scaled from a topographic map and have
 PW0157.an estimated accuracy of +/- 6 seconds.
 PW0157
 PW0157.The orthometric height was determined by differential leveling
 PW0157.and adjusted by the National Geodetic Survey in June 1991..
 PW0157
 PW0157.The geoid height was determined by GEOID03.
 PW0157
 PW0157.The dynamic height is computed by dividing the NAVD 88
 PW0157.geopotential number by the normal gravity value computed on the
 PW0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0157.degrees latitude (g = 980.6199 gals.).
 PW0157
 PW0157.The modeled gravity was interpolated from observed gravity values.
 PW0157
 PW0157;                    North         East    Units  Estimated Accuracy
 PW0157;SPC WYEC     -   571,100.      452,820.      MT  (+/- 180 meters Scaled)
 PW0157
 PW0157                          SUPERSEDED SURVEY CONTROL
 PW0157
 PW0157  NGVD 29 (??/??/92) 1222.442  (m)         4010.63   (f) ADJ UNCH    1 2
 PW0157
 PW0157.Superseded values are not recommended for survey control.
 PW0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0157.See file dsdata.txt to determine how the superseded data were derived.
 PW0157
 PW0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK680553(NAD 83)
 PW0157_MARKER: DB = BENCH MARK DISK
 PW0157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0157_SP_SET: FOUNDATION
 PW0157_STAMPING: J 128 1957
 PW0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0157
 PW0157  HISTORY     - Date     Condition        Report By
 PW0157  HISTORY     - 1957     MONUMENTED       CGS
 PW0157
 PW0157                          STATION DESCRIPTION
 PW0157
 PW0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0157'18.85 MI SE FROM SHERIDAN.
 PW0157'18.85 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0157'RAILROAD FROM THE STATION AT SHERIDAN, ABOUT 19.0 MILES NORTHWEST OF
 PW0157'THE STATION AT CLEARMONT, 12 POLES SOUTHEAST OF MILEPOST 680, 11 1/2
 PW0157'RAILS SOUTHEAST OF THE CENTER OF THE ROAD CROSSING AT VERONA, 8 1/2
 PW0157'RAILS SOUTHEAST OF THE STATION SIGN, 14 FEET SOUTHWEST OF THE
 PW0157'SOUTHWEST RAIL, IN THE TOP OF THE MOST EASTERLY CONCRETE FOUNDATION
 PW0157'FOR A RAILROAD WATER TANK THAT HAS BEEN REMOVED, AND ABOUT 6 INCHES
 PW0157'ABOVE THE LEVEL OF THE TRACK AND 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0118 ***********************************************************************
 PW0118  DESIGNATION -  J 129
 PW0118  PID         -  PW0118
 PW0118  STATE/COUNTY-  WY/SHERIDAN
 PW0118  USGS QUAD   -  SHERIDAN (1977)
 PW0118
 PW0118                         *CURRENT SURVEY CONTROL
 PW0118  ___________________________________________________________________
 PW0118* NAD 83(1986)-  44 52 02.     (N)    106 58 26.     (W)     SCALED    
 PW0118* NAVD 88     -      1115.341  (meters)    3659.25   (feet)  ADJUSTED  
 PW0118  ___________________________________________________________________
 PW0118  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 PW0118  DYNAMIC HT  -        1114.960 (meters)    3658.00  (feet)  COMP
 PW0118  MODELED GRAV-     980,237.9   (mgal)                       NAVD 88
 PW0118
 PW0118  VERT ORDER  -  FIRST     CLASS II
 PW0118
 PW0118.The horizontal coordinates were scaled from a topographic map and have
 PW0118.an estimated accuracy of +/- 6 seconds.
 PW0118
 PW0118.The orthometric height was determined by differential leveling
 PW0118.and adjusted by the National Geodetic Survey in June 1991..
 PW0118
 PW0118.The geoid height was determined by GEOID03.
 PW0118
 PW0118.The dynamic height is computed by dividing the NAVD 88
 PW0118.geopotential number by the normal gravity value computed on the
 PW0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0118.degrees latitude (g = 980.6199 gals.).
 PW0118
 PW0118.The modeled gravity was interpolated from observed gravity values.
 PW0118
 PW0118;                    North         East    Units  Estimated Accuracy
 PW0118;SPC WYEC     -   585,170.      428,410.      MT  (+/- 180 meters Scaled)
 PW0118
 PW0118                          SUPERSEDED SURVEY CONTROL
 PW0118
 PW0118  NGVD 29 (??/??/92) 1114.624  (m)         3656.90   (f) ADJ UNCH    1 2
 PW0118
 PW0118.Superseded values are not recommended for survey control.
 PW0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0118.See file dsdata.txt to determine how the superseded data were derived.
 PW0118
 PW0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK440700(NAD 83)
 PW0118_MARKER: DB = BENCH MARK DISK
 PW0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0118_STAMPING: J 129 1957
 PW0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0118+STABILITY: SURFACE MOTION
 PW0118
 PW0118  HISTORY     - Date     Condition        Report By
 PW0118  HISTORY     - 1957     MONUMENTED       CGS
 PW0118
 PW0118                          STATION DESCRIPTION
 PW0118
 PW0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0118'4.45 MI N FROM SHERIDAN.
 PW0118'4.45 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0118'FROM THE STATION AT SHERIDAN, 77 FEET NORTHEAST OF MILEPOST 703, 84
 PW0118'FEET NORTHEAST OF THE NORTHEAST RAIL, 246 FEET SOUTHEAST OF A PRIVATE
 PW0118'ROAD CROSSING, 7 1/2 FEET NORTHEAST OF A TELEPHONE POLE, 13 1/2 FEET
 PW0118'SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 PW0118'ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST
 PW0118'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0063 ***********************************************************************
 PY0063  DESIGNATION -  J 13
 PY0063  PID         -  PY0063
 PY0063  STATE/COUNTY-  WY/TETON
 PY0063  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY0063
 PY0063                         *CURRENT SURVEY CONTROL
 PY0063  ___________________________________________________________________
 PY0063* NAD 83(1986)-  44 21 25.     (N)    110 36 25.     (W)     SCALED    
 PY0063* NAVD 88     -      2408.579  (meters)    7902.15   (feet)  ADJUSTED  
 PY0063  ___________________________________________________________________
 PY0063  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 PY0063  DYNAMIC HT  -        2406.959 (meters)    7896.83  (feet)  COMP
 PY0063  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 PY0063
 PY0063  VERT ORDER  -  FIRST     CLASS II
 PY0063
 PY0063.The horizontal coordinates were scaled from a topographic map and have
 PY0063.an estimated accuracy of +/- 6 seconds.
 PY0063
 PY0063.The orthometric height was determined by differential leveling
 PY0063.and adjusted by the National Geodetic Survey in June 1991..
 PY0063.WARNING-Repeat measurements at this control monument indicate possible
 PY0063.vertical movement.
 PY0063
 PY0063.The geoid height was determined by GEOID03.
 PY0063
 PY0063.The dynamic height is computed by dividing the NAVD 88
 PY0063.geopotential number by the normal gravity value computed on the
 PY0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0063.degrees latitude (g = 980.6199 gals.).
 PY0063
 PY0063.The modeled gravity was interpolated from observed gravity values.
 PY0063
 PY0063;                    North         East    Units  Estimated Accuracy
 PY0063;SPC WY W     -   528,540.      758,260.      MT  (+/- 180 meters Scaled)
 PY0063
 PY0063                          SUPERSEDED SURVEY CONTROL
 PY0063
 PY0063  NGVD 29 (08/20/92) 2407.206  (m)         7897.64   (f) ADJUSTED    1 2
 PY0063
 PY0063.Superseded values are not recommended for survey control.
 PY0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0063.See file dsdata.txt to determine how the superseded data were derived.
 PY0063
 PY0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ313115(NAD 83)
 PY0063_MARKER: DB = BENCH MARK DISK
 PY0063_SETTING: 66 = SET IN ROCK OUTCROP
 PY0063_SP_SET: BEDROCK
 PY0063_STAMPING: J 13 1923
 PY0063_MARK LOGO: CGS   
 PY0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0063+STABILITY: POSITION/ELEVATION WELL
 PY0063
 PY0063  HISTORY     - Date     Condition        Report By
 PY0063  HISTORY     - UNK      MONUMENTED       CGS
 PY0063  HISTORY     - 1956     GOOD             USGS
 PY0063  HISTORY     - 1987     GOOD             NGS
 PY0063
 PY0063                          STATION DESCRIPTION
 PY0063
 PY0063'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0063'5 MI S FROM WEST THUMB.
 PY0063'5 MILES SOUTH OF WEST THUMB.  FROM WEST THUMB 0.8 MILES SOUTH ON SOUTH
 PY0063'ENTRANCE ROAD TO JUNCTION OF OLD ROAD TO RIGHT, THEN 4.7 MILES SOUTH
 PY0063'ON OLD ROAD, ABOUT 70 FEET NORTH OF STREAM CROSSING AND SHARP CURVE IN
 PY0063'ROAD, 10 FEET WEST OF AND LEVEL WITH ROAD IN THE TOP OF A LARGE ROCK.
 PY0063'A STANDARD TABLET SET IN ROCK BUT NOT STAMPED.
 PY0063
 PY0063                          STATION RECOVERY (1987)
 PY0063
 PY0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0192 ***********************************************************************
 MO0192  DESIGNATION -  J 130
 MO0192  PID         -  MO0192
 MO0192  STATE/COUNTY-  WY/LARAMIE
 MO0192  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0192
 MO0192                         *CURRENT SURVEY CONTROL
 MO0192  ___________________________________________________________________
 MO0192* NAD 83(1986)-  41 14 46.     (N)    104 48 48.     (W)     SCALED    
 MO0192* NAVD 88     -      1877.777  (meters)    6160.67   (feet)  ADJUSTED  
 MO0192  ___________________________________________________________________
 MO0192  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 MO0192  DYNAMIC HT  -        1876.157 (meters)    6155.36  (feet)  COMP
 MO0192  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 MO0192
 MO0192  VERT ORDER  -  SECOND    CLASS 0
 MO0192
 MO0192.The horizontal coordinates were scaled from a topographic map and have
 MO0192.an estimated accuracy of +/- 6 seconds.
 MO0192
 MO0192.The orthometric height was determined by differential leveling
 MO0192.and adjusted by the National Geodetic Survey in June 1991..
 MO0192
 MO0192.The geoid height was determined by GEOID03.
 MO0192
 MO0192.The dynamic height is computed by dividing the NAVD 88
 MO0192.geopotential number by the normal gravity value computed on the
 MO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0192.degrees latitude (g = 980.6199 gals.).
 MO0192
 MO0192.The modeled gravity was interpolated from observed gravity values.
 MO0192
 MO0192;                    North         East    Units  Estimated Accuracy
 MO0192;SPC WY E     -    82,910.      229,620.      MT  (+/- 180 meters Scaled)
 MO0192
 MO0192                          SUPERSEDED SURVEY CONTROL
 MO0192
 MO0192  NGVD 29 (??/??/92) 1876.772  (m)         6157.38   (f) ADJ UNCH    2 0
 MO0192
 MO0192.Superseded values are not recommended for survey control.
 MO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0192.See file dsdata.txt to determine how the superseded data were derived.
 MO0192
 MO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF156660(NAD 83)
 MO0192_MARKER: DB = BENCH MARK DISK
 MO0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0192_STAMPING: J 130 1959
 MO0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0192+STABILITY: SURFACE MOTION
 MO0192
 MO0192  HISTORY     - Date     Condition        Report By
 MO0192  HISTORY     - 1959     MONUMENTED       CGS
 MO0192  HISTORY     - 1984     GOOD             DMA
 MO0192
 MO0192                          STATION DESCRIPTION
 MO0192
 MO0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0192'8.7 MI N FROM CHEYENNE.
 MO0192'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL
 MO0192'IN CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE
 MO0192'5.7 MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 1.8 MILE
 MO0192'NORTHEAST ON U.S. HIGHWAY 85, 73 FEET SOUTHEAST OF THE CENTER
 MO0192'LINE OF THE HIGHWAY, 1.4 FEET NORTH OF A METAL WITNESS POST
 MO0192'AND 1 FOOT NORTHWEST OF THE RIGHT OF WAY FENCE ABOUT LEVEL WITH
 MO0192'THE HIGHWAY.  SET IN A CONCRETE POST LEVEL WITH THE GROUND.
 MO0192
 MO0192                          STATION RECOVERY (1984)
 MO0192
 MO0192'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0183 ***********************************************************************
 MQ0183  DESIGNATION -  J 131
 MQ0183  PID         -  MQ0183
 MQ0183  STATE/COUNTY-  WY/SWEETWATER
 MQ0183  USGS QUAD   -  GREEN RIVER (1980)
 MQ0183
 MQ0183                         *CURRENT SURVEY CONTROL
 MQ0183  ___________________________________________________________________
 MQ0183* NAD 83(1986)-  41 31 39.     (N)    109 28 02.     (W)     SCALED    
 MQ0183* NAVD 88     -      1856.612  (meters)    6091.23   (feet)  ADJUSTED  
 MQ0183  ___________________________________________________________________
 MQ0183  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 MQ0183  DYNAMIC HT  -        1855.032 (meters)    6086.05  (feet)  COMP
 MQ0183  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 MQ0183
 MQ0183  VERT ORDER  -  FIRST     CLASS II
 MQ0183
 MQ0183.The horizontal coordinates were scaled from a topographic map and have
 MQ0183.an estimated accuracy of +/- 6 seconds.
 MQ0183
 MQ0183.The orthometric height was determined by differential leveling
 MQ0183.and adjusted by the National Geodetic Survey in June 1991..
 MQ0183
 MQ0183.The geoid height was determined by GEOID03.
 MQ0183
 MQ0183.The dynamic height is computed by dividing the NAVD 88
 MQ0183.geopotential number by the normal gravity value computed on the
 MQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0183.degrees latitude (g = 980.6199 gals.).
 MQ0183
 MQ0183.The modeled gravity was interpolated from observed gravity values.
 MQ0183
 MQ0183;                    North         East    Units  Estimated Accuracy
 MQ0183;SPC WYWC     -   114,350.      540,140.      MT  (+/- 180 meters Scaled)
 MQ0183
 MQ0183                          SUPERSEDED SURVEY CONTROL
 MQ0183
 MQ0183  NGVD 29 (06/08/92) 1855.326  (m)         6087.02   (f) ADJUSTED    1 2
 MQ0183
 MQ0183.Superseded values are not recommended for survey control.
 MQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0183.See file dsdata.txt to determine how the superseded data were derived.
 MQ0183
 MQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL278984(NAD 83)
 MQ0183_MARKER: DB = BENCH MARK DISK
 MQ0183_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MQ0183_STAMPING: J 131 1958
 MQ0183_MARK LOGO: CGS   
 MQ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0183+STABILITY: SURFACE MOTION
 MQ0183
 MQ0183  HISTORY     - Date     Condition        Report By
 MQ0183  HISTORY     - 1958     MONUMENTED       CGS
 MQ0183  HISTORY     - 1981     GOOD             NGS
 MQ0183  HISTORY     - 1983     GOOD             NGS
 MQ0183  HISTORY     - 1984     GOOD             NGS
 MQ0183
 MQ0183                          STATION DESCRIPTION
 MQ0183
 MQ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0183'IN GREEN RIVER.
 MQ0183'AT GREEN RIVER, ABOUT 0.1 MILE NORTHWEST ALONG THE UNION PACIFIC
 MQ0183'RAILROAD FROM THE STATION, 259 FEET NORTHWEST OF THE NORTHWEST END OF
 MQ0183'THE FREIGHT OFFICE, IN THE TOP AND CENTER OF THE 2ND CONCRETE
 MQ0183'FOUNDATION SOUTH FROM THE NORTH END OF THE FOOT BRIDGE CROSSING OVER
 MQ0183'THE RAILROAD YARD, 93 FEET NORTH OF THE NEAR RAIL, 62 FEET SOUTH OF
 MQ0183'THE NORTH END OF THE BRIDGE, AND ABOUT 2 FEET ABOVE THE TRACK.
 MQ0183
 MQ0183                          STATION RECOVERY (1981)
 MQ0183
 MQ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MQ0183'RECOVERED IN GOOD CONDITION.
 MQ0183
 MQ0183                          STATION RECOVERY (1983)
 MQ0183
 MQ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0183'RECOVERED IN GOOD CONDITION.
 MQ0183
 MQ0183                          STATION RECOVERY (1984)
 MQ0183
 MQ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0269 ***********************************************************************
 MQ0269  DESIGNATION -  J 132
 MQ0269  PID         -  MQ0269
 MQ0269  STATE/COUNTY-  WY/SWEETWATER
 MQ0269  USGS QUAD   -  GRANGER (1980)
 MQ0269
 MQ0269                         *CURRENT SURVEY CONTROL
 MQ0269  ___________________________________________________________________
 MQ0269* NAD 83(1986)-  41 32 54.     (N)    109 54 52.     (W)     SCALED    
 MQ0269* NAVD 88     -      1943.041  (meters)    6374.79   (feet)  ADJUSTED  
 MQ0269  ___________________________________________________________________
 MQ0269  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 MQ0269  DYNAMIC HT  -        1941.361 (meters)    6369.28  (feet)  COMP
 MQ0269  MODELED GRAV-     979,689.7   (mgal)                       NAVD 88
 MQ0269
 MQ0269  VERT ORDER  -  FIRST     CLASS II
 MQ0269
 MQ0269.The horizontal coordinates were scaled from a topographic map and have
 MQ0269.an estimated accuracy of +/- 6 seconds.
 MQ0269
 MQ0269.The orthometric height was determined by differential leveling
 MQ0269.and adjusted by the National Geodetic Survey in June 1991..
 MQ0269
 MQ0269.The geoid height was determined by GEOID03.
 MQ0269
 MQ0269.The dynamic height is computed by dividing the NAVD 88
 MQ0269.geopotential number by the normal gravity value computed on the
 MQ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0269.degrees latitude (g = 980.6199 gals.).
 MQ0269
 MQ0269.The modeled gravity was interpolated from observed gravity values.
 MQ0269
 MQ0269;                    North         East    Units  Estimated Accuracy
 MQ0269;SPC WYWC     -   117,070.      502,850.      MT  (+/- 180 meters Scaled)
 MQ0269
 MQ0269                          SUPERSEDED SURVEY CONTROL
 MQ0269
 MQ0269  NGVD 29 (??/??/92) 1941.719  (m)         6370.46   (f) ADJ UNCH    1 2
 MQ0269
 MQ0269.Superseded values are not recommended for survey control.
 MQ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0269.See file dsdata.txt to determine how the superseded data were derived.
 MQ0269
 MQ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM905001(NAD 83)
 MQ0269_MARKER: DB = BENCH MARK DISK
 MQ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0269_STAMPING: J 132 1958
 MQ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0269+STABILITY: SURFACE MOTION
 MQ0269
 MQ0269  HISTORY     - Date     Condition        Report By
 MQ0269  HISTORY     - 1958     MONUMENTED       CGS
 MQ0269  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0269
 MQ0269                          STATION DESCRIPTION
 MQ0269
 MQ0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0269'4.65 MI SE FROM GRANGER.
 MQ0269'ABOUT 2.75 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0269'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 1.9 MILES SOUTHEAST
 MQ0269'ALONG U. S. HIGHWAY 30 N, 196 FEET NORTH OF THE CENTER LINE OF THE
 MQ0269'HIGHWAY, ABOUT 0.1 MILE WEST OF THE CUTOFF TO U. S. HIGHWAY 30 S, IN
 MQ0269'LINE WITH THE TELEPHONE POLES, 27 FEET SOUTHWEST OF A TELEPHONE POLE,
 MQ0269'2 FEET NORTHEAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE
 MQ0269'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MQ0269
 MQ0269                          STATION RECOVERY (1983)
 MQ0269
 MQ0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0027 ***********************************************************************
 MR0027  DESIGNATION -  J 133
 MR0027  PID         -  MR0027
 MR0027  STATE/COUNTY-  WY/UINTA
 MR0027  USGS QUAD   -  HAMPTON (1969)
 MR0027
 MR0027                         *CURRENT SURVEY CONTROL
 MR0027  ___________________________________________________________________
 MR0027* NAD 83(1986)-  41 30 16.     (N)    110 20 24.     (W)     SCALED    
 MR0027* NAVD 88     -      1958.982  (meters)    6427.09   (feet)  ADJUSTED  
 MR0027  ___________________________________________________________________
 MR0027  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 MR0027  DYNAMIC HT  -        1957.291 (meters)    6421.55  (feet)  COMP
 MR0027  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 MR0027
 MR0027  VERT ORDER  -  FIRST     CLASS II
 MR0027
 MR0027.The horizontal coordinates were scaled from a topographic map and have
 MR0027.an estimated accuracy of +/- 6 seconds.
 MR0027
 MR0027.The orthometric height was determined by differential leveling
 MR0027.and adjusted by the National Geodetic Survey in June 1991..
 MR0027
 MR0027.The geoid height was determined by GEOID03.
 MR0027
 MR0027.The dynamic height is computed by dividing the NAVD 88
 MR0027.geopotential number by the normal gravity value computed on the
 MR0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0027.degrees latitude (g = 980.6199 gals.).
 MR0027
 MR0027.The modeled gravity was interpolated from observed gravity values.
 MR0027
 MR0027;                    North         East    Units  Estimated Accuracy
 MR0027;SPC WY W     -   211,570.      778,570.      MT  (+/- 180 meters Scaled)
 MR0027
 MR0027                          SUPERSEDED SURVEY CONTROL
 MR0027
 MR0027  NGVD 29 (06/08/92) 1957.703  (m)         6422.90   (f) ADJUSTED    1 2
 MR0027
 MR0027.Superseded values are not recommended for survey control.
 MR0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0027.See file dsdata.txt to determine how the superseded data were derived.
 MR0027
 MR0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL550949(NAD 83)
 MR0027_MARKER: DB = BENCH MARK DISK
 MR0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0027_SP_SET: ABUTMENT
 MR0027_STAMPING: J 133 1958
 MR0027_MARK LOGO: CGS   
 MR0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0027
 MR0027  HISTORY     - Date     Condition        Report By
 MR0027  HISTORY     - 1958     MONUMENTED       CGS
 MR0027  HISTORY     - 1983     GOOD             NGS
 MR0027
 MR0027                          STATION DESCRIPTION
 MR0027
 MR0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0027'6.8 MI NE FROM CARTER.
 MR0027'ABOUT 6.8 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0027'STATION AT CARTER, 12 POLES NORTH OF MILEPOST 869, IN THE TOP OF THE
 MR0027'WEST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE 868.72, 6 FEET WEST
 MR0027'OF THE WEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 MR0027
 MR0027                          STATION RECOVERY (1983)
 MR0027
 MR0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0139 ***********************************************************************
 MR0139  DESIGNATION -  J 134
 MR0139  PID         -  MR0139
 MR0139  STATE/COUNTY-  WY/UINTA
 MR0139  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0139
 MR0139                         *CURRENT SURVEY CONTROL
 MR0139  ___________________________________________________________________
 MR0139* NAD 83(1986)-  41 11 40.     (N)    110 51 18.     (W)     SCALED    
 MR0139* NAVD 88     -      2150.247  (meters)    7054.60   (feet)  ADJUSTED  
 MR0139  ___________________________________________________________________
 MR0139  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MR0139  DYNAMIC HT  -        2148.226 (meters)    7047.97  (feet)  COMP
 MR0139  MODELED GRAV-     979,607.0   (mgal)                       NAVD 88
 MR0139
 MR0139  VERT ORDER  -  FIRST     CLASS II
 MR0139
 MR0139.The horizontal coordinates were scaled from a topographic map and have
 MR0139.an estimated accuracy of +/- 6 seconds.
 MR0139
 MR0139.The orthometric height was determined by differential leveling
 MR0139.and adjusted by the National Geodetic Survey in June 1991..
 MR0139
 MR0139.The geoid height was determined by GEOID03.
 MR0139
 MR0139.The dynamic height is computed by dividing the NAVD 88
 MR0139.geopotential number by the normal gravity value computed on the
 MR0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0139.degrees latitude (g = 980.6199 gals.).
 MR0139
 MR0139.The modeled gravity was interpolated from observed gravity values.
 MR0139
 MR0139;                    North         East    Units  Estimated Accuracy
 MR0139;SPC WY W     -   177,400.      735,270.      MT  (+/- 180 meters Scaled)
 MR0139
 MR0139                          SUPERSEDED SURVEY CONTROL
 MR0139
 MR0139  NGVD 29 (??/??/92) 2148.796  (m)         7049.84   (f) ADJ UNCH    1 2
 MR0139
 MR0139.Superseded values are not recommended for survey control.
 MR0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0139.See file dsdata.txt to determine how the superseded data were derived.
 MR0139
 MR0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL121603(NAD 83)
 MR0139_MARKER: DB = BENCH MARK DISK
 MR0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0139_SP_SET: CISTERN
 MR0139_STAMPING: J 134 1958
 MR0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0139
 MR0139  HISTORY     - Date     Condition        Report By
 MR0139  HISTORY     - 1958     MONUMENTED       CGS
 MR0139  HISTORY     - 1963     GOOD             NGS
 MR0139  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0139
 MR0139                          STATION DESCRIPTION
 MR0139
 MR0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0139'5.1 MI NW FROM ALTAMONT.
 MR0139'ABOUT 5.1 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0139'STATION AT ALTAMONT, 88 FEET NORTH-NORTHWEST AND ACROSS THE SIDE
 MR0139'TRACKS FROM THE KNIGHT STATION SIGN, IN THE TOP OF THE EAST EDGE OF A
 MR0139'LARGE CONCRETE CISTERN, 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MR0139'SIDE TRACKS, 43 FEET NORTH OF THE NORTHEAST CORNER OF THE SECTION
 MR0139'HOUSE, AND ABOUT LEVEL WITH THE TRACKS.
 MR0139
 MR0139                          STATION RECOVERY (1963)
 MR0139
 MR0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MR0139'RECOVERED IN GOOD CONDITION.
 MR0139
 MR0139                          STATION RECOVERY (1983)
 MR0139
 MR0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0139'THE CISTERN HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0067 ***********************************************************************
 MR0067  DESIGNATION -  J 135
 MR0067  PID         -  MR0067
 MR0067  STATE/COUNTY-  WY/UINTA
 MR0067  USGS QUAD   -  CARTER (1964)
 MR0067
 MR0067                         *CURRENT SURVEY CONTROL
 MR0067  ___________________________________________________________________
 MR0067* NAD 83(1993)-  41 23 54.49524(N)    110 23 20.13078(W)     ADJUSTED  
 MR0067* NAVD 88     -      2120.074  (meters)    6955.61   (feet)  ADJUSTED  
 MR0067  ___________________________________________________________________
 MR0067  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 MR0067  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MR0067  DYNAMIC HT  -        2118.232 (meters)    6949.57  (feet)  COMP
 MR0067  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 MR0067
 MR0067  HORZ ORDER  -  THIRD
 MR0067  VERT ORDER  -  FIRST     CLASS II
 MR0067
 MR0067.The horizontal coordinates were established by GPS observations
 MR0067.and adjusted by the National Geodetic Survey in January 1997..
 MR0067
 MR0067.The orthometric height was determined by differential leveling
 MR0067.and adjusted by the National Geodetic Survey in June 1991..
 MR0067
 MR0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0067
 MR0067.The geoid height was determined by GEOID03.
 MR0067
 MR0067.The dynamic height is computed by dividing the NAVD 88
 MR0067.geopotential number by the normal gravity value computed on the
 MR0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0067.degrees latitude (g = 980.6199 gals.).
 MR0067
 MR0067.The modeled gravity was interpolated from observed gravity values.
 MR0067
 MR0067;                    North         East     Units Scale Factor Converg.
 MR0067;SPC WY W     -   199,816.655   774,446.019   MT  0.99994553   -0 12 07.5
 MR0067;UTM  12      - 4,583,172.786   551,081.694   MT  0.99963211   +0 24 14.8
 MR0067
 MR0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0067!SPC WY W     -   0.99966985  x   0.99994553  =   0.99961539
 MR0067!UTM  12      -   0.99966985  x   0.99963211  =   0.99930208
 MR0067
 MR0067                          SUPERSEDED SURVEY CONTROL
 MR0067
 MR0067  NAD 83(1986)-  41 23 54.48223(N)    110 23 20.12236(W) AD(       ) 3
 MR0067  NGVD 29 (??/??/92) 2118.746  (m)         6951.25   (f) ADJ UNCH    1 2
 MR0067
 MR0067.Superseded values are not recommended for survey control.
 MR0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0067.See file dsdata.txt to determine how the superseded data were derived.
 MR0067
 MR0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5108283173(NAD 83)
 MR0067_MARKER: DB = BENCH MARK DISK
 MR0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0067_SP_SET: CONCRETE POST
 MR0067_STAMPING: J 135 1958
 MR0067_MARK LOGO: CGS   
 MR0067_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0067+STABILITY: SURFACE MOTION
 MR0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0067+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 MR0067
 MR0067  HISTORY     - Date     Condition        Report By
 MR0067  HISTORY     - 1958     MONUMENTED       CGS
 MR0067  HISTORY     - 1962     GOOD             NGS
 MR0067  HISTORY     - 1983     GOOD             NGS
 MR0067  HISTORY     - 19920819 GOOD             NGS
 MR0067
 MR0067                          STATION DESCRIPTION
 MR0067
 MR0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0067'4.05 MI SE FROM CARTER.
 MR0067'ABOUT 3.25 MILES SOUTHEAST ALONG STATE ROAD 135 FROM THE UNION PACIFIC
 MR0067'RAILROAD STATION AT CARTER, THENCE ABOUT 0.8 MILE SOUTH-SOUTHWEST
 MR0067'ALONG A TRAIL ROAD, ABOUT 0.45 MILE EAST OF THE FORT BRIDGER AIRPORT
 MR0067'BEACON LIGHT, 59 FEET NORTH OF THE CENTER LINE OF THE AIRPORT ROAD, 38
 MR0067'FEET WEST OF THE CENTER LINE OF THE TRAIL ROAD, 64 FEET
 MR0067'NORTH-NORTHWEST OF THE CENTER LINE OF THE JUNCTION OF THE ROADS, 2
 MR0067'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND IN
 MR0067'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 MR0067
 MR0067                          STATION RECOVERY (1962)
 MR0067
 MR0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MR0067'RECOVERED IN GOOD CONDITION.
 MR0067
 MR0067                          STATION RECOVERY (1983)
 MR0067
 MR0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0067'RECOVERED IN GOOD CONDITION.
 MR0067
 MR0067                          STATION RECOVERY (1992)
 MR0067
 MR0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MR0067'MARK IS LOCATED ABOUT 8 KM (5.0 MI) NORTHEAST OF FORT BRIDGER, 5 KM
 MR0067'(3.1 MI) SOUTH OF CARTER, 0.6 KM (0.4 MI) EAST OF THE ENTRANCE TO THE
 MR0067'FORT BRIDGER AIRPORT, ON A FLAT GRASSY HILL.  OWNERSHIP--UNKNOWN.
 MR0067'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 MR0067'AND STATE HIGHWAYS 412 AND 414 (EXIT 39), BETWEEN LYMAN AND FORT
 MR0067'BRIDGER, GO NORTH ON HIGHWAY FOR 5.90 KM (3.67 MI) TO A GRAVEL ROAD
 MR0067'LEFT AT TOP OF GRADE.  TURN LEFT, WESTERLY, ON ROAD FOR 1.63 KM
 MR0067'(1.01 MI) TO A TRACK CROSSROAD AND STATION J 135 ON THE RIGHT.
 MR0067'MARK IS SET IN THE TOP OF A 30 CM ROUND CONCRETE POST PROJECTING 15 CM
 MR0067'ABOVE GROUND.  IT IS 18.2 M (59.7 FT) NORTH OF THE TRACK ROAD, 11.4 M
 MR0067'(37.4 FT) WEST OF A TRACK ROAD CENTER, AND 0.6 M (2.0 FT) SOUTH OF A
 MR0067'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0041 ***********************************************************************
 NR0041  DESIGNATION -  J 141
 NR0041  PID         -  NR0041
 NR0041  STATE/COUNTY-  WY/NATRONA
 NR0041  USGS QUAD   -  SHEEP CREEK (1960)
 NR0041
 NR0041                         *CURRENT SURVEY CONTROL
 NR0041  ___________________________________________________________________
 NR0041* NAD 83(1986)-  42 31 31.     (N)    106 18 52.     (W)     SCALED    
 NR0041* NAVD 88     -      2003.584  (meters)    6573.43   (feet)  ADJUSTED  
 NR0041  ___________________________________________________________________
 NR0041  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 NR0041  DYNAMIC HT  -        2002.134 (meters)    6568.67  (feet)  COMP
 NR0041  MODELED GRAV-     979,825.4   (mgal)                       NAVD 88
 NR0041
 NR0041  VERT ORDER  -  SECOND    CLASS 0
 NR0041
 NR0041.The horizontal coordinates were scaled from a topographic map and have
 NR0041.an estimated accuracy of +/- 6 seconds.
 NR0041
 NR0041.The orthometric height was determined by differential leveling
 NR0041.and adjusted by the National Geodetic Survey in June 1991..
 NR0041
 NR0041.The geoid height was determined by GEOID03.
 NR0041
 NR0041.The dynamic height is computed by dividing the NAVD 88
 NR0041.geopotential number by the normal gravity value computed on the
 NR0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0041.degrees latitude (g = 980.6199 gals.).
 NR0041
 NR0041.The modeled gravity was interpolated from observed gravity values.
 NR0041
 NR0041;                    North         East    Units  Estimated Accuracy
 NR0041;SPC WYEC     -   325,420.      483,710.      MT  (+/- 180 meters Scaled)
 NR0041
 NR0041                          SUPERSEDED SURVEY CONTROL
 NR0041
 NR0041  NGVD 29 (??/??/92) 2002.582  (m)         6570.14   (f) ADJ UNCH    2 0
 NR0041
 NR0041.Superseded values are not recommended for survey control.
 NR0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0041.See file dsdata.txt to determine how the superseded data were derived.
 NR0041
 NR0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH920089(NAD 83)
 NR0041_MARKER: DB = BENCH MARK DISK
 NR0041_SETTING: 66 = SET IN ROCK OUTCROP
 NR0041_SP_SET: ROCK OUTCROP
 NR0041_STAMPING: J 141 1959
 NR0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0041+STABILITY: POSITION/ELEVATION WELL
 NR0041
 NR0041  HISTORY     - Date     Condition        Report By
 NR0041  HISTORY     - 1959     MONUMENTED       CGS
 NR0041
 NR0041                          STATION DESCRIPTION
 NR0041
 NR0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0041'36.7 MI S FROM CASPER.
 NR0041'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0041'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0041'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0041'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0041'ROAD, THENCE ABOUT 11.9 MILES SOUTHEAST ALONG A DIRT ROAD, 250 FEET
 NR0041'NORTH OF THE CENTER LINE OF THE ROAD, IN SECTION 33, R 79 W, T 30 N,
 NR0041'IN THE TOP OF THE SOUTH EDGE OF A LARGE ROCK OUTCROP, 102 FEET EAST OF
 NR0041'THE CENTER OF A DRY WASH, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE
 NR0041'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0103 ***********************************************************************
 NR0103  DESIGNATION -  J 142
 NR0103  PID         -  NR0103
 NR0103  STATE/COUNTY-  WY/CARBON
 NR0103  USGS QUAD   -  SQUAW SPRING (1992)
 NR0103
 NR0103                         *CURRENT SURVEY CONTROL
 NR0103  ___________________________________________________________________
 NR0103* NAD 83(1986)-  42 24 44.     (N)    106 06 27.     (W)     SCALED    
 NR0103* NAVD 88     -      2223.490  (meters)    7294.90   (feet)  ADJUSTED  
 NR0103  ___________________________________________________________________
 NR0103  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 NR0103  DYNAMIC HT  -        2221.788 (meters)    7289.32  (feet)  COMP
 NR0103  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 NR0103
 NR0103  VERT ORDER  -  SECOND    CLASS 0
 NR0103
 NR0103.The horizontal coordinates were scaled from a topographic map and have
 NR0103.an estimated accuracy of +/- 6 seconds.
 NR0103
 NR0103.The orthometric height was determined by differential leveling
 NR0103.and adjusted by the National Geodetic Survey in June 1991..
 NR0103
 NR0103.The geoid height was determined by GEOID03.
 NR0103
 NR0103.The dynamic height is computed by dividing the NAVD 88
 NR0103.geopotential number by the normal gravity value computed on the
 NR0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0103.degrees latitude (g = 980.6199 gals.).
 NR0103
 NR0103.The modeled gravity was interpolated from observed gravity values.
 NR0103
 NR0103;                    North         East    Units  Estimated Accuracy
 NR0103;SPC WYEC     -   313,090.      500,900.      MT  (+/- 180 meters Scaled)
 NR0103
 NR0103                          SUPERSEDED SURVEY CONTROL
 NR0103
 NR0103  NGVD 29 (??/??/92) 2222.436  (m)         7291.44   (f) ADJ UNCH    2 0
 NR0103
 NR0103.Superseded values are not recommended for survey control.
 NR0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0103.See file dsdata.txt to determine how the superseded data were derived.
 NR0103
 NR0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG088961(NAD 83)
 NR0103_MARKER: DB = BENCH MARK DISK
 NR0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0103_STAMPING: J 142 1959
 NR0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0103+STABILITY: SURFACE MOTION
 NR0103
 NR0103  HISTORY     - Date     Condition        Report By
 NR0103  HISTORY     - 1959     MONUMENTED       CGS
 NR0103
 NR0103                          STATION DESCRIPTION
 NR0103
 NR0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0103'40.9 MI N FROM MEDICINE BOW.
 NR0103'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0103'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0103'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0103'ABOUT 21.8 MILES NORTHEAST ALONG A DIRT ROAD, 36 FEET WEST OF THE
 NR0103'CENTER LINE OF THE ROAD, IN SECTION 7, R 77 W, T 28 N, ABOUT 150 FEET
 NR0103'SOUTH OF THE SOUTH END OF A CURVE, ABOUT LEVEL WITH THE ROAD, AND IN
 NR0103'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0344 ***********************************************************************
 NQ0344  DESIGNATION -  J 143
 NQ0344  PID         -  NQ0344
 NQ0344  STATE/COUNTY-  WY/PLATTE
 NQ0344  USGS QUAD   -  JOHNSON MOUNTAIN (1992)
 NQ0344
 NQ0344                         *CURRENT SURVEY CONTROL
 NQ0344  ___________________________________________________________________
 NQ0344* NAD 83(1986)-  42 08 48.     (N)    105 11 17.     (W)     SCALED    
 NQ0344* NAVD 88     -      1492.792  (meters)    4897.60   (feet)  ADJUSTED  
 NQ0344  ___________________________________________________________________
 NQ0344  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 NQ0344  DYNAMIC HT  -        1491.837 (meters)    4894.47  (feet)  COMP
 NQ0344  MODELED GRAV-     979,929.7   (mgal)                       NAVD 88
 NQ0344
 NQ0344  VERT ORDER  -  SECOND    CLASS 0
 NQ0344
 NQ0344.The horizontal coordinates were scaled from a topographic map and have
 NQ0344.an estimated accuracy of +/- 6 seconds.
 NQ0344
 NQ0344.The orthometric height was determined by differential leveling
 NQ0344.and adjusted by the National Geodetic Survey in June 1991..
 NQ0344
 NQ0344.The geoid height was determined by GEOID03.
 NQ0344
 NQ0344.The dynamic height is computed by dividing the NAVD 88
 NQ0344.geopotential number by the normal gravity value computed on the
 NQ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0344.degrees latitude (g = 980.6199 gals.).
 NQ0344
 NQ0344.The modeled gravity was interpolated from observed gravity values.
 NQ0344
 NQ0344;                    North         East    Units  Estimated Accuracy
 NQ0344;SPC WY E     -   182,870.      198,230.      MT  (+/- 180 meters Scaled)
 NQ0344
 NQ0344                          SUPERSEDED SURVEY CONTROL
 NQ0344
 NQ0344  NGVD 29 (??/??/92) 1491.987  (m)         4894.96   (f) ADJ UNCH    2 0
 NQ0344
 NQ0344.Superseded values are not recommended for survey control.
 NQ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0344.See file dsdata.txt to determine how the superseded data were derived.
 NQ0344
 NQ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG844660(NAD 83)
 NQ0344_MARKER: DB = BENCH MARK DISK
 NQ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0344_STAMPING: J 143 1959
 NQ0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0344+STABILITY: SURFACE MOTION
 NQ0344
 NQ0344  HISTORY     - Date     Condition        Report By
 NQ0344  HISTORY     - 1959     MONUMENTED       CGS
 NQ0344
 NQ0344                          STATION DESCRIPTION
 NQ0344
 NQ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0344'17.2 MI NE FROM WHEATLAND.
 NQ0344'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0344'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0344'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0344'A PAVED ROAD, THENCE ABOUT 1.25 MILES WEST ALONG A GRADED DIRT
 NQ0344'ROAD, IN THE NORTH SIDE OF THE NORTHEAST 1/4 OF SECTION 13,
 NQ0344'T 25 N, R 70 W, 54 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 NQ0344'AT A CURVE WITH TANGENTS LEADING NORTH AND EAST, ON THE CREST
 NQ0344'OF A HILL ON THE SOUTHWEST SIDE OF A WIDE DRAW, 249 FEET WEST OF
 NQ0344'A FENCE CORNER AT THE FOOT OF A HILL, 2 1/2 FEET NORTH OF A
 NQ0344'FENCE, 2.5 FEET EAST OF A METAL WITNESS POST, AND IN THE TOP OF A
 NQ0344'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0369 ***********************************************************************
 NQ0369  DESIGNATION -  J 144
 NQ0369  PID         -  NQ0369
 NQ0369  STATE/COUNTY-  WY/ALBANY
 NQ0369  USGS QUAD   -  DAVIDSON FLATS (1992)
 NQ0369
 NQ0369                         *CURRENT SURVEY CONTROL
 NQ0369  ___________________________________________________________________
 NQ0369* NAD 83(1986)-  42 07 21.     (N)    105 29 48.     (W)     SCALED    
 NQ0369* NAVD 88     -      2257.153  (meters)    7405.34   (feet)  ADJUSTED  
 NQ0369  ___________________________________________________________________
 NQ0369  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 NQ0369  DYNAMIC HT  -        2255.455 (meters)    7399.77  (feet)  COMP
 NQ0369  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 NQ0369
 NQ0369  VERT ORDER  -  SECOND    CLASS 0
 NQ0369
 NQ0369.The horizontal coordinates were scaled from a topographic map and have
 NQ0369.an estimated accuracy of +/- 6 seconds.
 NQ0369
 NQ0369.The orthometric height was determined by differential leveling
 NQ0369.and adjusted by the National Geodetic Survey in June 1991..
 NQ0369
 NQ0369.The geoid height was determined by GEOID03.
 NQ0369
 NQ0369.The dynamic height is computed by dividing the NAVD 88
 NQ0369.geopotential number by the normal gravity value computed on the
 NQ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0369.degrees latitude (g = 980.6199 gals.).
 NQ0369
 NQ0369.The modeled gravity was interpolated from observed gravity values.
 NQ0369
 NQ0369;                    North         East    Units  Estimated Accuracy
 NQ0369;SPC WY E     -   180,240.      172,710.      MT  (+/- 180 meters Scaled)
 NQ0369
 NQ0369                          SUPERSEDED SURVEY CONTROL
 NQ0369
 NQ0369  NGVD 29 (??/??/92) 2256.220  (m)         7402.28   (f) ADJ UNCH    2 0
 NQ0369
 NQ0369.Superseded values are not recommended for survey control.
 NQ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0369.See file dsdata.txt to determine how the superseded data were derived.
 NQ0369
 NQ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG589634(NAD 83)
 NQ0369_MARKER: DB = BENCH MARK DISK
 NQ0369_SETTING: 80 = SET IN A BOULDER
 NQ0369_SP_SET: BOULDER
 NQ0369_STAMPING: J 144 1959
 NQ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0369+STABILITY: SURFACE MOTION
 NQ0369
 NQ0369  HISTORY     - Date     Condition        Report By
 NQ0369  HISTORY     - 1959     MONUMENTED       CGS
 NQ0369
 NQ0369                          STATION DESCRIPTION
 NQ0369
 NQ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0369'9 MI E FROM GARRETT.
 NQ0369'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0369'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG
 NQ0369'A GRADED DIRT ROAD, THENCE ABOUT 3.55 MILES NORTHEAST ALONG A
 NQ0369'TRACK ROAD TO THE JUNCTION OF A TRACK ROAD IN THE BOTTOM OF A
 NQ0369'DRAW, THENCE ABOUT 1.9 MILES SOUTHEAST ALONG A TRACK ROAD, IN
 NQ0369'THE EAST SIDE OF SECTION 20, T 25 N, R 72 W, IN THE TOP OF A
 NQ0369'FLAT ROCK OUTCROP FLUSH WITH THE GROUND, ABOUT 0.25 MILE SOUTH
 NQ0369'OF A LARGE PROMINENT ROCK RIDGE, 387 FEET WEST OF A FENCE, 41
 NQ0369'FEET NORTH OF THE CENTER OF A CURVE IN THE ROAD, 40 FEET NORTH
 NQ0369'OF THE CENTER OF THE JUNCTION OF A DIM TRAIL LEADING EAST, 2
 NQ0369'FEET SOUTHWEST OF A 3 X 3-FOOT BOULDER, AND ABOUT LEVEL WITH
 NQ0369'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0393 ***********************************************************************
 NQ0393  DESIGNATION -  J 145
 NQ0393  PID         -  NQ0393
 NQ0393  STATE/COUNTY-  WY/ALBANY
 NQ0393  USGS QUAD   -  ROGERS CREEK (1968)
 NQ0393
 NQ0393                         *CURRENT SURVEY CONTROL
 NQ0393  ___________________________________________________________________
 NQ0393* NAD 83(1986)-  42 11 30.     (N)    105 48 15.     (W)     SCALED    
 NQ0393* NAVD 88     -      2175.707  (meters)    7138.13   (feet)  ADJUSTED  
 NQ0393  ___________________________________________________________________
 NQ0393  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 NQ0393  DYNAMIC HT  -        2174.022 (meters)    7132.60  (feet)  COMP
 NQ0393  MODELED GRAV-     979,768.5   (mgal)                       NAVD 88
 NQ0393
 NQ0393  VERT ORDER  -  SECOND    CLASS 0
 NQ0393
 NQ0393.The horizontal coordinates were scaled from a topographic map and have
 NQ0393.an estimated accuracy of +/- 6 seconds.
 NQ0393
 NQ0393.The orthometric height was determined by differential leveling
 NQ0393.and adjusted by the National Geodetic Survey in June 1991..
 NQ0393
 NQ0393.The geoid height was determined by GEOID03.
 NQ0393
 NQ0393.The dynamic height is computed by dividing the NAVD 88
 NQ0393.geopotential number by the normal gravity value computed on the
 NQ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0393.degrees latitude (g = 980.6199 gals.).
 NQ0393
 NQ0393.The modeled gravity was interpolated from observed gravity values.
 NQ0393
 NQ0393;                    North         East    Units  Estimated Accuracy
 NQ0393;SPC WY E     -   188,060.      147,350.      MT  (+/- 180 meters Scaled)
 NQ0393
 NQ0393                          SUPERSEDED SURVEY CONTROL
 NQ0393
 NQ0393  NGVD 29 (??/??/92) 2174.691  (m)         7134.80   (f) ADJ UNCH    2 0
 NQ0393
 NQ0393.Superseded values are not recommended for survey control.
 NQ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0393.See file dsdata.txt to determine how the superseded data were derived.
 NQ0393
 NQ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG336713(NAD 83)
 NQ0393_MARKER: DB = BENCH MARK DISK
 NQ0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0393_STAMPING: J 145 1959
 NQ0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0393+STABILITY: SURFACE MOTION
 NQ0393
 NQ0393  HISTORY     - Date     Condition        Report By
 NQ0393  HISTORY     - 1959     MONUMENTED       CGS
 NQ0393
 NQ0393                          STATION DESCRIPTION
 NQ0393
 NQ0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0393'15.4 MI NW FROM GARRETT.
 NQ0393'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE
 NQ0393'OLD POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG
 NQ0393'A GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT
 NQ0393'0.6 MILE SOUTH ALONG THE OLD FETTERMAN ROAD WHICH IS COUNTY
 NQ0393'ROAD 61, THENCE ABOUT 6.15 MILES NORTHWEST ALONG A GRADED DIRT
 NQ0393'ROAD WHICH IS COUNTY ROAD 64, IN THE SOUTHWEST CORNER OF SECTION
 NQ0393'26, T 26 N, R 75 W, 89 FEET NORTHEAST OF THE CENTER LINE OF THE
 NQ0393'ROAD, 315 FEET NORTHWEST OF A POWER POLE WHICH IS ON THE CREST
 NQ0393'OF A HILL, 180 FEET NORTHWEST OF THE CENTER LINE OF A DIM TRACK
 NQ0393'ROAD, 2.0 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 NQ0393'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 NQ0393'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0417 ***********************************************************************
 NQ0417  DESIGNATION -  J 146
 NQ0417  PID         -  NQ0417
 NQ0417  STATE/COUNTY-  WY/ALBANY
 NQ0417  USGS QUAD   -  ROCK CREEK (1992)
 NQ0417
 NQ0417                         *CURRENT SURVEY CONTROL
 NQ0417  ___________________________________________________________________
 NQ0417* NAD 83(1986)-  42 23 11.     (N)    105 58 54.     (W)     SCALED    
 NQ0417* NAVD 88     -      2248.395  (meters)    7376.61   (feet)  ADJUSTED  
 NQ0417  ___________________________________________________________________
 NQ0417  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 NQ0417  DYNAMIC HT  -        2246.664 (meters)    7370.93  (feet)  COMP
 NQ0417  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 NQ0417
 NQ0417  VERT ORDER  -  SECOND    CLASS 0
 NQ0417
 NQ0417.The horizontal coordinates were scaled from a topographic map and have
 NQ0417.an estimated accuracy of +/- 6 seconds.
 NQ0417
 NQ0417.The orthometric height was determined by differential leveling
 NQ0417.and adjusted by the National Geodetic Survey in June 1991..
 NQ0417
 NQ0417.The geoid height was determined by GEOID03.
 NQ0417
 NQ0417.The dynamic height is computed by dividing the NAVD 88
 NQ0417.geopotential number by the normal gravity value computed on the
 NQ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0417.degrees latitude (g = 980.6199 gals.).
 NQ0417
 NQ0417.The modeled gravity was interpolated from observed gravity values.
 NQ0417
 NQ0417;                    North         East    Units  Estimated Accuracy
 NQ0417;SPC WY E     -   209,820.      132,890.      MT  (+/- 180 meters Scaled)
 NQ0417
 NQ0417                          SUPERSEDED SURVEY CONTROL
 NQ0417
 NQ0417  NGVD 29 (??/??/92) 2247.344  (m)         7373.16   (f) ADJ UNCH    2 0
 NQ0417
 NQ0417.Superseded values are not recommended for survey control.
 NQ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0417.See file dsdata.txt to determine how the superseded data were derived.
 NQ0417
 NQ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG191931(NAD 83)
 NQ0417_MARKER: DB = BENCH MARK DISK
 NQ0417_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0417_SP_SET: ROCK OUTCROP
 NQ0417_STAMPING: J 146 1959
 NQ0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0417+STABILITY: POSITION/ELEVATION WELL
 NQ0417
 NQ0417  HISTORY     - Date     Condition        Report By
 NQ0417  HISTORY     - 1959     MONUMENTED       CGS
 NQ0417
 NQ0417                          STATION DESCRIPTION
 NQ0417
 NQ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0417'0.2 MI NW FROM LITTLE MEDICINE.
 NQ0417'ABOUT 0.25 MILE NORTHWEST ALONG A TRACK ROAD FROM THE RANCH
 NQ0417'BUILDINGS AT LITTLE MEDICINE, 88 FEET WEST OF THE CENTER LINE
 NQ0417'OF THE ROAD, IN THE NORTHWEST CORNER OF SECTION 20, T 28 N,
 NQ0417'R 76 W, IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 2 1/2 FEET,
 NQ0417'ABOUT 0.15 MILE SOUTH OF THE CREST OF A HILL, AND ABOUT 6 FEET
 NQ0417'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0343 ***********************************************************************
 MP0343  DESIGNATION -  J 15
 MP0343  PID         -  MP0343
 MP0343  STATE/COUNTY-  WY/CARBON
 MP0343  USGS QUAD   -  BAGGS (1982)
 MP0343
 MP0343                         *CURRENT SURVEY CONTROL
 MP0343  ___________________________________________________________________
 MP0343* NAD 83(1986)-  41 02 10.     (N)    107 39 20.     (W)     SCALED    
 MP0343* NAVD 88     -      1905.220  (meters)    6250.71   (feet)  ADJUSTED  
 MP0343  ___________________________________________________________________
 MP0343  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MP0343  DYNAMIC HT  -        1903.496 (meters)    6245.05  (feet)  COMP
 MP0343  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 MP0343
 MP0343  VERT ORDER  -  FIRST     CLASS II
 MP0343
 MP0343.The horizontal coordinates were scaled from a topographic map and have
 MP0343.an estimated accuracy of +/- 6 seconds.
 MP0343
 MP0343.The orthometric height was determined by differential leveling
 MP0343.and adjusted by the National Geodetic Survey in June 1991..
 MP0343
 MP0343.The geoid height was determined by GEOID03.
 MP0343
 MP0343.The dynamic height is computed by dividing the NAVD 88
 MP0343.geopotential number by the normal gravity value computed on the
 MP0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0343.degrees latitude (g = 980.6199 gals.).
 MP0343
 MP0343.The modeled gravity was interpolated from observed gravity values.
 MP0343
 MP0343;                    North         East    Units  Estimated Accuracy
 MP0343;SPC WYEC     -   159,580.      372,910.      MT  (+/- 180 meters Scaled)
 MP0343
 MP0343                          SUPERSEDED SURVEY CONTROL
 MP0343
 MP0343  NGVD 29 (??/??/92) 1904.024  (m)         6246.79   (f) ADJ UNCH    1 2
 MP0343
 MP0343.Superseded values are not recommended for survey control.
 MP0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0343.See file dsdata.txt to determine how the superseded data were derived.
 MP0343
 MP0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF767461(NAD 83)
 MP0343_MARKER: DB = BENCH MARK DISK
 MP0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0343_STAMPING: J 15 1933
 MP0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0343+STABILITY: SURFACE MOTION
 MP0343
 MP0343  HISTORY     - Date     Condition        Report By
 MP0343  HISTORY     - 1933     MONUMENTED       CGS
 MP0343  HISTORY     - 1978     MARK NOT FOUND   USGS
 MP0343
 MP0343                          STATION DESCRIPTION
 MP0343
 MP0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0343'IN BAGGS.
 MP0343'AT BAGGS, CARBON COUNTY, IN THE SOUTHEAST CORNER OF THE SCHOOL
 MP0343'GROUNDS, 53 FEET SOUTH OF THE SOUTHWEST CORNER OF THE GYMNASIUM, IN
 MP0343'FRONT OF THE SCHOOL, AND 29 FEET NORTH OF THE CENTER OF THE STREET. A
 MP0343'STANDARD DISK, STAMPED J 15 1933 AND SET IN THE TOP OF A CONCRETE
 MP0343'POST.
 MP0343
 MP0343                          STATION RECOVERY (1978)
 MP0343
 MP0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MP0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0192 ***********************************************************************
 MQ0192  DESIGNATION -  J 150
 MQ0192  PID         -  MQ0192
 MQ0192  STATE/COUNTY-  WY/SWEETWATER
 MQ0192  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0192
 MQ0192                         *CURRENT SURVEY CONTROL
 MQ0192  ___________________________________________________________________
 MQ0192* NAD 83(1986)-  41 35 06.     (N)    109 13 15.     (W)     SCALED    
 MQ0192* NAVD 88     -      1914.756  (meters)    6282.00   (feet)  ADJUSTED  
 MQ0192  ___________________________________________________________________
 MQ0192  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 MQ0192  DYNAMIC HT  -        1913.169 (meters)    6276.79  (feet)  COMP
 MQ0192  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 MQ0192
 MQ0192  VERT ORDER  -  FIRST     CLASS II
 MQ0192
 MQ0192.The horizontal coordinates were scaled from a topographic map and have
 MQ0192.an estimated accuracy of +/- 6 seconds.
 MQ0192
 MQ0192.The orthometric height was determined by differential leveling
 MQ0192.and adjusted by the National Geodetic Survey in June 1991..
 MQ0192
 MQ0192.The geoid height was determined by GEOID03.
 MQ0192
 MQ0192.The dynamic height is computed by dividing the NAVD 88
 MQ0192.geopotential number by the normal gravity value computed on the
 MQ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0192.degrees latitude (g = 980.6199 gals.).
 MQ0192
 MQ0192.The modeled gravity was interpolated from observed gravity values.
 MQ0192
 MQ0192;                    North         East    Units  Estimated Accuracy
 MQ0192;SPC WYWC     -   120,590.      560,740.      MT  (+/- 180 meters Scaled)
 MQ0192
 MQ0192                          SUPERSEDED SURVEY CONTROL
 MQ0192
 MQ0192  NGVD 29 (06/08/92) 1913.497  (m)         6277.86   (f) ADJUSTED    1 2
 MQ0192
 MQ0192.Superseded values are not recommended for survey control.
 MQ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0192.See file dsdata.txt to determine how the superseded data were derived.
 MQ0192
 MQ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM483052(NAD 83)
 MQ0192_MARKER: DB = BENCH MARK DISK
 MQ0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0192_SP_SET: BUILDING
 MQ0192_STAMPING: J 150 1962
 MQ0192_MARK LOGO: CGS   
 MQ0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MQ0192+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 MQ0192
 MQ0192  HISTORY     - Date     Condition        Report By
 MQ0192  HISTORY     - 1962     MONUMENTED       CGS
 MQ0192  HISTORY     - 1983     GOOD             NGS
 MQ0192  HISTORY     - 20030812 GOOD             NGS
 MQ0192
 MQ0192                          STATION DESCRIPTION
 MQ0192
 MQ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0192'IN ROCK SPRINGS.
 MQ0192'AT ROCK SPRINGS, AT THE EAST CORNER OF THE INTERSECTION OF A STREET
 MQ0192'(STATE HIGHWAY 430) AND BROADWAY STREET, SET VERTICALLY IN THE
 MQ0192'SOUTHEAST WALL 1.6 FEET NORTHEAST OF THE WEST CORNER OF THE POST
 MQ0192'OFFICE BUILDING, 61.2 FEET NORTHEAST OF THE WEST CORNER OF THE STREET,
 MQ0192'78.6 FEET SOUTHEAST OF THE SOUTHEAST CURB OF BROADWAY STREET, 4.5 FEET
 MQ0192'SOUTHWEST OF THE CENTER OF THE LOADING DOCK DOOR, AND ABOUT 1 FOOT
 MQ0192'ABOVE THE CONCRETE DRIVE.
 MQ0192
 MQ0192                          STATION RECOVERY (1983)
 MQ0192
 MQ0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0192'RECOVERED IN GOOD CONDITION.
 MQ0192
 MQ0192                          STATION RECOVERY (2003)
 MQ0192
 MQ0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MQ0192'FORMER POST OFFICE IS NOW J+J BOAT CENTER.  PARKING LOT IS FENCED IN.
 MQ0192'A STREET IS NO LONGER ROUTE WY 430.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0038 ***********************************************************************
 MQ0038  DESIGNATION -  J 152
 MQ0038  PID         -  MQ0038
 MQ0038  STATE/COUNTY-  WY/SWEETWATER
 MQ0038  USGS QUAD   -  MUD SPRINGS RANCH (1968)
 MQ0038
 MQ0038                         *CURRENT SURVEY CONTROL
 MQ0038  ___________________________________________________________________
 MQ0038* NAD 83(1986)-  41 22 11.     (N)    108 56 05.     (W)     SCALED    
 MQ0038* NAVD 88     -      2044.723  (meters)    6708.40   (feet)  ADJUSTED  
 MQ0038  ___________________________________________________________________
 MQ0038  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 MQ0038  DYNAMIC HT  -        2042.912 (meters)    6702.45  (feet)  COMP
 MQ0038  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 MQ0038
 MQ0038  VERT ORDER  -  SECOND    CLASS 0
 MQ0038
 MQ0038.The horizontal coordinates were scaled from a topographic map and have
 MQ0038.an estimated accuracy of +/- 6 seconds.
 MQ0038
 MQ0038.The orthometric height was determined by differential leveling
 MQ0038.and adjusted by the National Geodetic Survey in June 1991..
 MQ0038
 MQ0038.The geoid height was determined by GEOID03.
 MQ0038
 MQ0038.The dynamic height is computed by dividing the NAVD 88
 MQ0038.geopotential number by the normal gravity value computed on the
 MQ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0038.degrees latitude (g = 980.6199 gals.).
 MQ0038
 MQ0038.The modeled gravity was interpolated from observed gravity values.
 MQ0038
 MQ0038;                    North         East    Units  Estimated Accuracy
 MQ0038;SPC WYWC     -    96,600.      584,550.      MT  (+/- 180 meters Scaled)
 MQ0038
 MQ0038                          SUPERSEDED SURVEY CONTROL
 MQ0038
 MQ0038  NGVD 29 (??/??/92) 2043.384  (m)         6704.00   (f) ADJ UNCH    2 0
 MQ0038
 MQ0038.Superseded values are not recommended for survey control.
 MQ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0038.See file dsdata.txt to determine how the superseded data were derived.
 MQ0038
 MQ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL727818(NAD 83)
 MQ0038_MARKER: DB = BENCH MARK DISK
 MQ0038_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0038_SP_SET: OUTCROP
 MQ0038_STAMPING: J 152 1962
 MQ0038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0038+STABILITY: POSITION/ELEVATION WELL
 MQ0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0038+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0038
 MQ0038  HISTORY     - Date     Condition        Report By
 MQ0038  HISTORY     - 1962     MONUMENTED       CGS
 MQ0038  HISTORY     - 20011003 GOOD             WYHD
 MQ0038
 MQ0038                          STATION DESCRIPTION
 MQ0038
 MQ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0038'24.1 MI SE FROM ROCK SPRINGS.
 MQ0038'24.1 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0038'ROCK SPRINGS, IN THE TOP OF THE NORTHEAST END OF A MASSIVE OUTCROP,
 MQ0038'262 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 304 FEET NORTHEAST OF
 MQ0038'THE CENTER OF THE EAST END OF A 36-INCH PIPE CULVERT, 2.1 FEET
 MQ0038'NORTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THE HIGHWAY, AND 0.6
 MQ0038'FOOT ABOVE THE GROUND.
 MQ0038
 MQ0038                          STATION RECOVERY (2001)
 MQ0038
 MQ0038'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0186 ***********************************************************************
 MR0186  DESIGNATION -  J 153
 MR0186  PID         -  MR0186
 MR0186  STATE/COUNTY-  WY/UINTA
 MR0186  USGS QUAD   -  MYERS RESERVOIR (1965)
 MR0186
 MR0186                         *CURRENT SURVEY CONTROL
 MR0186  ___________________________________________________________________
 MR0186* NAD 83(1986)-  41 02 27.     (N)    110 56 47.     (W)     SCALED    
 MR0186* NAVD 88     -      2303.967  (meters)    7558.93   (feet)  ADJUSTED  
 MR0186  ___________________________________________________________________
 MR0186  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 MR0186  DYNAMIC HT  -        2301.727 (meters)    7551.58  (feet)  COMP
 MR0186  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 MR0186
 MR0186  VERT ORDER  -  SECOND    CLASS 0
 MR0186
 MR0186.The horizontal coordinates were scaled from a topographic map and have
 MR0186.an estimated accuracy of +/- 6 seconds.
 MR0186
 MR0186.The orthometric height was determined by differential leveling
 MR0186.and adjusted by the National Geodetic Survey in June 1991..
 MR0186
 MR0186.The geoid height was determined by GEOID03.
 MR0186
 MR0186.The dynamic height is computed by dividing the NAVD 88
 MR0186.geopotential number by the normal gravity value computed on the
 MR0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0186.degrees latitude (g = 980.6199 gals.).
 MR0186
 MR0186.The modeled gravity was interpolated from observed gravity values.
 MR0186
 MR0186;                    North         East    Units  Estimated Accuracy
 MR0186;SPC WY W     -   160,410.      727,440.      MT  (+/- 180 meters Scaled)
 MR0186
 MR0186                          SUPERSEDED SURVEY CONTROL
 MR0186
 MR0186  NGVD 29 (??/??/92) 2302.530  (m)         7554.22   (f) ADJ UNCH    2 0
 MR0186
 MR0186.Superseded values are not recommended for survey control.
 MR0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0186.See file dsdata.txt to determine how the superseded data were derived.
 MR0186
 MR0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL045432(NAD 83)
 MR0186_MARKER: DB = BENCH MARK DISK
 MR0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0186_STAMPING: J 153 1962
 MR0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0186+STABILITY: SURFACE MOTION
 MR0186
 MR0186  HISTORY     - Date     Condition        Report By
 MR0186  HISTORY     - 1962     MONUMENTED       CGS
 MR0186
 MR0186                          STATION DESCRIPTION
 MR0186
 MR0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0186'22.95 MI S FROM EVANSTON.
 MR0186'19.8 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0186'OF U.S. HIGHWAY 189 AT EVANSTON, THENCE 3.15 MILES WEST ALONG A DIRT
 MR0186'ROAD, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET
 MR0186'NORTHWEST OF A FENCE, 2.4 FEET NORTHWEST OF A WITNESS POST, ABOUT 1/2
 MR0186'FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MR0186'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0130 ***********************************************************************
 PY0130  DESIGNATION -  J 157
 PY0130  PID         -  PY0130
 PY0130  STATE/COUNTY-  WY/PARK
 PY0130  USGS QUAD   -  MAMMOTH (1986)
 PY0130
 PY0130                         *CURRENT SURVEY CONTROL
 PY0130  ___________________________________________________________________
 PY0130* NAD 83(1986)-  44 55 18.     (N)    110 43 51.     (W)     SCALED    
 PY0130* NAVD 88     -      2218.267  (meters)    7277.76   (feet)  ADJUSTED  
 PY0130  ___________________________________________________________________
 PY0130  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY0130  DYNAMIC HT  -        2216.990 (meters)    7273.57  (feet)  COMP
 PY0130  MODELED GRAV-     979,960.9   (mgal)                       NAVD 88
 PY0130
 PY0130  VERT ORDER  -  FIRST     CLASS II
 PY0130
 PY0130.The horizontal coordinates were scaled from a topographic map and have
 PY0130.an estimated accuracy of +/- 6 seconds.
 PY0130
 PY0130.The orthometric height was determined by differential leveling
 PY0130.and adjusted by the National Geodetic Survey in June 1991..
 PY0130
 PY0130.The geoid height was determined by GEOID03.
 PY0130
 PY0130.The dynamic height is computed by dividing the NAVD 88
 PY0130.geopotential number by the normal gravity value computed on the
 PY0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0130.degrees latitude (g = 980.6199 gals.).
 PY0130
 PY0130.The modeled gravity was interpolated from observed gravity values.
 PY0130
 PY0130;                    North         East    Units  Estimated Accuracy
 PY0130;SPC WYWC     -   493,070.      443,620.      MT  (+/- 180 meters Scaled)
 PY0130
 PY0130                          SUPERSEDED SURVEY CONTROL
 PY0130
 PY0130  NGVD 29 (08/20/92) 2216.967  (m)         7273.50   (f) ADJUSTED    1 2
 PY0130
 PY0130.Superseded values are not recommended for survey control.
 PY0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0130.See file dsdata.txt to determine how the superseded data were derived.
 PY0130
 PY0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ212742(NAD 83)
 PY0130_MARKER: DB = BENCH MARK DISK
 PY0130_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0130_SP_SET: COPPER-CLAD STEEL ROD
 PY0130_STAMPING: J 157 1960
 PY0130_MARK LOGO: CGS   
 PY0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0130
 PY0130  HISTORY     - Date     Condition        Report By
 PY0130  HISTORY     - 1960     MONUMENTED       CGS
 PY0130  HISTORY     - 1983     GOOD             NGS
 PY0130  HISTORY     - 1987     GOOD             NGS
 PY0130
 PY0130                          STATION DESCRIPTION
 PY0130
 PY0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0130'5.85 MI S FROM MAMMOTH HOT SPRINGS.
 PY0130'ABOUT 5.85 MILES SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0130'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, EAST AND ACROSS
 PY0130'THE HIGHWAY FROM SWAN LAKE, 54 FEET EAST OF THE CENTER LINE OF THE
 PY0130'HIGHWAY, 207 FEET NORTH OF A CONCRETE MANHOLE IN WATER LINE, 106 FEET
 PY0130'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A SMALL LONE SPRUCE TREE, 84
 PY0130'FEET EAST-NORTHEAST OF AND ACROSS THE HIGHWAY FROM SWAN LAKE SIGN
 PY0130'BOARD, ON THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD THAT IS DRIVEN
 PY0130'TO A DEPTH OF 16 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 5
 PY0130'INCHES.
 PY0130
 PY0130                          STATION RECOVERY (1983)
 PY0130
 PY0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0130'RECOVERED IN GOOD CONDITION.
 PY0130
 PY0130                          STATION RECOVERY (1987)
 PY0130
 PY0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0097 ***********************************************************************
 PY0097  DESIGNATION -  J 158
 PY0097  PID         -  PY0097
 PY0097  STATE/COUNTY-  WY/PARK
 PY0097  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0097
 PY0097                         *CURRENT SURVEY CONTROL
 PY0097  ___________________________________________________________________
 PY0097* NAD 83(1986)-  44 39 38.     (N)    110 44 57.     (W)     SCALED    
 PY0097* NAVD 88     -      2194.453  (meters)    7199.63   (feet)  ADJUSTED  
 PY0097  ___________________________________________________________________
 PY0097  GEOID HEIGHT-          -8.72  (meters)                     GEOID03
 PY0097  DYNAMIC HT  -        2193.115 (meters)    7195.24  (feet)  COMP
 PY0097  MODELED GRAV-     979,928.8   (mgal)                       NAVD 88
 PY0097
 PY0097  VERT ORDER  -  FIRST     CLASS II
 PY0097
 PY0097.The horizontal coordinates were scaled from a topographic map and have
 PY0097.an estimated accuracy of +/- 6 seconds.
 PY0097
 PY0097.The orthometric height was determined by differential leveling
 PY0097.and adjusted by the National Geodetic Survey in June 1991..
 PY0097
 PY0097.The geoid height was determined by GEOID03.
 PY0097
 PY0097.The dynamic height is computed by dividing the NAVD 88
 PY0097.geopotential number by the normal gravity value computed on the
 PY0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0097.degrees latitude (g = 980.6199 gals.).
 PY0097
 PY0097.The modeled gravity was interpolated from observed gravity values.
 PY0097
 PY0097;                    North         East    Units  Estimated Accuracy
 PY0097;SPC WYWC     -   464,090.      441,450.      MT  (+/- 180 meters Scaled)
 PY0097
 PY0097                          SUPERSEDED SURVEY CONTROL
 PY0097
 PY0097  NGVD 29 (08/20/92) 2193.141  (m)         7195.33   (f) ADJUSTED    1 2
 PY0097
 PY0097.Superseded values are not recommended for survey control.
 PY0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0097.See file dsdata.txt to determine how the superseded data were derived.
 PY0097
 PY0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ198452(NAD 83)
 PY0097_MARKER: DB = BENCH MARK DISK
 PY0097_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PY0097_SP_SET: ABUTMENT
 PY0097_MARK LOGO: USGS  
 PY0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0097
 PY0097  HISTORY     - Date     Condition        Report By
 PY0097  HISTORY     - UNK      MONUMENTED       USGS
 PY0097  HISTORY     - 1960     GOOD             NGS
 PY0097  HISTORY     - 1983     GOOD             NGS
 PY0097  HISTORY     - 1987     GOOD             NGS
 PY0097
 PY0097                          STATION DESCRIPTION
 PY0097
 PY0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0097'6.35 MI SW FROM NORRIS.
 PY0097'ABOUT 6.35 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0097'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, AT A CONCRETE HIGHWAY
 PY0097'BRIDGE OVER THE GIBBON RIVER, SET IN THE TOP OF THE NORTHWEST END OF
 PY0097'THE SOUTH BRIDGE ABUTMENT, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PY0097'HIGHWAY, 3 1/2 FEET SOUTHEAST OF THE SOUTHEAST END OF A STEEL GUARD
 PY0097'RAIL, AND ABOUT 3 1/2 FEET ABOVE THE HIGHWAY.
 PY0097
 PY0097                          STATION RECOVERY (1983)
 PY0097
 PY0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0097'RECOVERED IN GOOD CONDITION.
 PY0097
 PY0097                          STATION RECOVERY (1987)
 PY0097
 PY0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0054 ***********************************************************************
 PX0054  DESIGNATION -  J 159
 PX0054  PID         -  PX0054
 PX0054  STATE/COUNTY-  WY/BIG HORN
 PX0054  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0054
 PX0054                         *CURRENT SURVEY CONTROL
 PX0054  ___________________________________________________________________
 PX0054* NAD 83(1986)-  44 29 24.     (N)    108 01 58.     (W)     SCALED    
 PX0054* NAVD 88     -      1203.421  (meters)    3948.22   (feet)  ADJUSTED  
 PX0054  ___________________________________________________________________
 PX0054  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 PX0054  DYNAMIC HT  -        1202.947 (meters)    3946.67  (feet)  COMP
 PX0054  MODELED GRAV-     980,183.1   (mgal)                       NAVD 88
 PX0054
 PX0054  VERT ORDER  -  SECOND    CLASS 0
 PX0054
 PX0054.The horizontal coordinates were scaled from a topographic map and have
 PX0054.an estimated accuracy of +/- 6 seconds.
 PX0054
 PX0054.The orthometric height was determined by differential leveling
 PX0054.and adjusted by the National Geodetic Survey in June 1991..
 PX0054
 PX0054.The geoid height was determined by GEOID03.
 PX0054
 PX0054.The dynamic height is computed by dividing the NAVD 88
 PX0054.geopotential number by the normal gravity value computed on the
 PX0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0054.degrees latitude (g = 980.6199 gals.).
 PX0054
 PX0054.The modeled gravity was interpolated from observed gravity values.
 PX0054
 PX0054;                    North         East    Units  Estimated Accuracy
 PX0054;SPC WYEC     -   543,430.      344,370.      MT  (+/- 180 meters Scaled)
 PX0054
 PX0054                          SUPERSEDED SURVEY CONTROL
 PX0054
 PX0054  NGVD 29 (??/??/92) 1202.633  (m)         3945.64   (f) ADJ UNCH    2 0
 PX0054
 PX0054.Superseded values are not recommended for survey control.
 PX0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0054.See file dsdata.txt to determine how the superseded data were derived.
 PX0054
 PX0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ359305(NAD 83)
 PX0054_MARKER: DB = BENCH MARK DISK
 PX0054_SETTING: 66 = SET IN ROCK OUTCROP
 PX0054_SP_SET: SANDSTONE OUTCROP
 PX0054_STAMPING: J 159 1966
 PX0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0054+STABILITY: POSITION/ELEVATION WELL
 PX0054
 PX0054  HISTORY     - Date     Condition        Report By
 PX0054  HISTORY     - 1966     MONUMENTED       CGS
 PX0054
 PX0054                          STATION DESCRIPTION
 PX0054
 PX0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PX0054'0.95 MI E FROM GREYBULL.
 PX0054'0.95 MILE EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT GREYBULL,
 PX0054'IN THE TOP OF A MASSIVE SANDSTONE OUTCROP WHICH PROJECTS ABOUT 1/2
 PX0054'FOOT, 102 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 118 FEET
 PX0054'WEST OF THE CENTER LINE OF A GRAVELED ROAD NORTH, 14.3 FEET EAST OF A
 PX0054'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0427 ***********************************************************************
 NQ0427  DESIGNATION -  J 16
 NQ0427  PID         -  NQ0427
 NQ0427  STATE/COUNTY-  WY/CONVERSE
 NQ0427  USGS QUAD   -  GLENROCK (1974)
 NQ0427
 NQ0427                         *CURRENT SURVEY CONTROL
 NQ0427  ___________________________________________________________________
 NQ0427* NAD 83(1986)-  42 51 12.     (N)    105 46 06.     (W)     SCALED    
 NQ0427* NAVD 88     -      1524.538  (meters)    5001.76   (feet)  ADJUSTED  
 NQ0427  ___________________________________________________________________
 NQ0427  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 NQ0427  DYNAMIC HT  -        1523.579 (meters)    4998.61  (feet)  COMP
 NQ0427  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 NQ0427
 NQ0427  VERT ORDER  -  FIRST     CLASS II
 NQ0427
 NQ0427.The horizontal coordinates were scaled from a topographic map and have
 NQ0427.an estimated accuracy of +/- 6 seconds.
 NQ0427
 NQ0427.The orthometric height was determined by differential leveling
 NQ0427.and adjusted by the National Geodetic Survey in June 1991..
 NQ0427
 NQ0427.The geoid height was determined by GEOID03.
 NQ0427
 NQ0427.The dynamic height is computed by dividing the NAVD 88
 NQ0427.geopotential number by the normal gravity value computed on the
 NQ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0427.degrees latitude (g = 980.6199 gals.).
 NQ0427
 NQ0427.The modeled gravity was interpolated from observed gravity values.
 NQ0427
 NQ0427;                    North         East    Units  Estimated Accuracy
 NQ0427;SPC WY E     -   261,540.      150,830.      MT  (+/- 180 meters Scaled)
 NQ0427
 NQ0427                          SUPERSEDED SURVEY CONTROL
 NQ0427
 NQ0427  NGVD 29 (??/??/92) 1523.653  (m)         4998.85   (f) ADJ UNCH    1 2
 NQ0427
 NQ0427.Superseded values are not recommended for survey control.
 NQ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0427.See file dsdata.txt to determine how the superseded data were derived.
 NQ0427
 NQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH372448(NAD 83)
 NQ0427_MARKER: DB = BENCH MARK DISK
 NQ0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0427_SP_SET: BRIDGE ABUTMENT
 NQ0427_STAMPING: J 16 1934
 NQ0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0427
 NQ0427  HISTORY     - Date     Condition        Report By
 NQ0427  HISTORY     - 1934     MONUMENTED       CGS
 NQ0427
 NQ0427                          STATION DESCRIPTION
 NQ0427
 NQ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0427'0.8 MI W FROM CLAYTON.
 NQ0427'0.8 MILE W., BY RAIL, OF C.B. AND Q.R.R. STATION, ALONG THE
 NQ0427'CHICAGO, BURLINGTON AND QUINCY R.R. 1680 FT. W. OF M.P. 172.
 NQ0427'IN S. END OF E. ABUTMENT OF BRIDGE NO. 172.33.  5.5 FT. S. OF
 NQ0427'S. RAIL, AND 1 1/2 FT. BELOW TRACK LEVEL.  MARK SET IN DRILL
 NQ0427'HOLE IN TOP OF ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0381 ***********************************************************************
 PW0381  DESIGNATION -  J 160
 PW0381  PID         -  PW0381
 PW0381  STATE/COUNTY-  WY/BIG HORN
 PW0381  USGS QUAD   -  SHELL FALLS (1993)
 PW0381
 PW0381                         *CURRENT SURVEY CONTROL
 PW0381  ___________________________________________________________________
 PW0381* NAD 83(1986)-  44 35 08.     (N)    107 36 13.     (W)     SCALED    
 PW0381* NAVD 88     -      1949.114  (meters)    6394.72   (feet)  ADJUSTED  
 PW0381  ___________________________________________________________________
 PW0381  GEOID HEIGHT-          -9.06  (meters)                     GEOID03
 PW0381  DYNAMIC HT  -        1948.088 (meters)    6391.35  (feet)  COMP
 PW0381  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 PW0381
 PW0381  VERT ORDER  -  SECOND    CLASS 0
 PW0381
 PW0381.The horizontal coordinates were scaled from a topographic map and have
 PW0381.an estimated accuracy of +/- 6 seconds.
 PW0381
 PW0381.The orthometric height was determined by differential leveling
 PW0381.and adjusted by the National Geodetic Survey in June 1991..
 PW0381
 PW0381.The geoid height was determined by GEOID03.
 PW0381
 PW0381.The dynamic height is computed by dividing the NAVD 88
 PW0381.geopotential number by the normal gravity value computed on the
 PW0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0381.degrees latitude (g = 980.6199 gals.).
 PW0381
 PW0381.The modeled gravity was interpolated from observed gravity values.
 PW0381
 PW0381;                    North         East    Units  Estimated Accuracy
 PW0381;SPC WYEC     -   553,850.      378,540.      MT  (+/- 180 meters Scaled)
 PW0381
 PW0381                          SUPERSEDED SURVEY CONTROL
 PW0381
 PW0381  NGVD 29 (??/??/92) 1948.127  (m)         6391.48   (f) ADJ UNCH    2 0
 PW0381
 PW0381.Superseded values are not recommended for survey control.
 PW0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0381.See file dsdata.txt to determine how the superseded data were derived.
 PW0381
 PW0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK933402(NAD 83)
 PW0381_MARKER: DB = BENCH MARK DISK
 PW0381_SETTING: 80 = SET IN A BOULDER
 PW0381_STAMPING: J 160 1966
 PW0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0381+STABILITY: SURFACE MOTION
 PW0381
 PW0381  HISTORY     - Date     Condition        Report By
 PW0381  HISTORY     - 1966     MONUMENTED       CGS
 PW0381
 PW0381                          STATION DESCRIPTION
 PW0381
 PW0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0381'11.9 MI NE FROM SHELL.
 PW0381'11.9 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0381'SHELL, ALONG THE NORTH BANK OF SHELL CREEK, IN THE TOP OF THE
 PW0381'NORTHWEST CORNER OF A RED GRANITE BOULDER PROJECTING ABOUT 6 FEET
 PW0381'ABOVE THE GROUND, 91 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PW0381'5.8 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 2 1/2 FEET LOWER THAN
 PW0381'THE HIGHWAY.  NOTE-- THE HIGHWAY IS UNDER CONSTRUCTION FOR THE NEXT
 PW0381'FEW MILES AND THE CENTER LINE WILL PROBABLY CHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0273 ***********************************************************************
 PW0273  DESIGNATION -  J 161
 PW0273  PID         -  PW0273
 PW0273  STATE/COUNTY-  WY/SHERIDAN
 PW0273  USGS QUAD   -  RANCHESTER (1978)
 PW0273
 PW0273                         *CURRENT SURVEY CONTROL
 PW0273  ___________________________________________________________________
 PW0273* NAD 83(1986)-  44 54 01.     (N)    107 11 57.     (W)     SCALED    
 PW0273* NAVD 88     -      1166.586  (meters)    3827.37   (feet)  ADJUSTED  
 PW0273  ___________________________________________________________________
 PW0273  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 PW0273  DYNAMIC HT  -        1166.168 (meters)    3826.00  (feet)  COMP
 PW0273  MODELED GRAV-     980,219.0   (mgal)                       NAVD 88
 PW0273
 PW0273  VERT ORDER  -  SECOND    CLASS 0
 PW0273
 PW0273.The horizontal coordinates were scaled from a topographic map and have
 PW0273.an estimated accuracy of +/- 6 seconds.
 PW0273
 PW0273.The orthometric height was determined by differential leveling
 PW0273.and adjusted by the National Geodetic Survey in June 1991..
 PW0273
 PW0273.The geoid height was determined by GEOID03.
 PW0273
 PW0273.The dynamic height is computed by dividing the NAVD 88
 PW0273.geopotential number by the normal gravity value computed on the
 PW0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0273.degrees latitude (g = 980.6199 gals.).
 PW0273
 PW0273.The modeled gravity was interpolated from observed gravity values.
 PW0273
 PW0273;                    North         East    Units  Estimated Accuracy
 PW0273;SPC WYEC     -   588,790.      410,600.      MT  (+/- 180 meters Scaled)
 PW0273
 PW0273                          SUPERSEDED SURVEY CONTROL
 PW0273
 PW0273  NGVD 29 (??/??/92) 1165.826  (m)         3824.88   (f) ADJ UNCH    2 0
 PW0273
 PW0273.Superseded values are not recommended for survey control.
 PW0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0273.See file dsdata.txt to determine how the superseded data were derived.
 PW0273
 PW0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK263742(NAD 83)
 PW0273_MARKER: DB = BENCH MARK DISK
 PW0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0273_SP_SET: HEAD WALL
 PW0273_STAMPING: J 161 1966
 PW0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0273
 PW0273  HISTORY     - Date     Condition        Report By
 PW0273  HISTORY     - 1966     MONUMENTED       CGS
 PW0273
 PW0273                          STATION DESCRIPTION
 PW0273
 PW0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0273'2.0 MI W FROM RANCHESTER.
 PW0273'2.0 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0273'RANCHESTER, IN THE TOP AND 0.4 FOOT SOUTHEAST OF THE NORTHWEST END OF
 PW0273'THE SOUTHWEST CONCRETE HEAD WALL OF A LARGE IRRIGATION STRUCTURE, 101
 PW0273'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 89 FEET SOUTHEAST OF
 PW0273'THE SOUTH CORNER OF A WOODEN BRIDGE OVER A CREEK, 33 FEET SOUTH AND
 PW0273'ACROSS THE CREEK FROM POWER POLE WITH TWO GUY WIRES, AND ABOUT 3 1/2
 PW0273'FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0232 ***********************************************************************
 PW0232  DESIGNATION -  J 162
 PW0232  PID         -  PW0232
 PW0232  STATE/COUNTY-  WY/SHERIDAN
 PW0232  USGS QUAD   -  SKULL RIDGE (1993)
 PW0232
 PW0232                         *CURRENT SURVEY CONTROL
 PW0232  ___________________________________________________________________
 PW0232* NAD 83(1986)-  44 46 44.     (N)    107 26 14.     (W)     SCALED    
 PW0232* NAVD 88     -      2494.862  (meters)    8185.23   (feet)  ADJUSTED  
 PW0232  ___________________________________________________________________
 PW0232  GEOID HEIGHT-          -9.70  (meters)                     GEOID03
 PW0232  DYNAMIC HT  -        2493.489 (meters)    8180.72  (feet)  COMP
 PW0232  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 PW0232
 PW0232  VERT ORDER  -  SECOND    CLASS 0
 PW0232
 PW0232.The horizontal coordinates were scaled from a topographic map and have
 PW0232.an estimated accuracy of +/- 6 seconds.
 PW0232
 PW0232.The orthometric height was determined by differential leveling
 PW0232.and adjusted by the National Geodetic Survey in June 1991..
 PW0232
 PW0232.The geoid height was determined by GEOID03.
 PW0232
 PW0232.The dynamic height is computed by dividing the NAVD 88
 PW0232.geopotential number by the normal gravity value computed on the
 PW0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0232.degrees latitude (g = 980.6199 gals.).
 PW0232
 PW0232.The modeled gravity was interpolated from observed gravity values.
 PW0232
 PW0232;                    North         East    Units  Estimated Accuracy
 PW0232;SPC WYEC     -   575,300.      391,780.      MT  (+/- 180 meters Scaled)
 PW0232
 PW0232                          SUPERSEDED SURVEY CONTROL
 PW0232
 PW0232  NGVD 29 (??/??/92) 2493.828  (m)         8181.83   (f) ADJ UNCH    2 0
 PW0232
 PW0232.Superseded values are not recommended for survey control.
 PW0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0232.See file dsdata.txt to determine how the superseded data were derived.
 PW0232
 PW0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK071612(NAD 83)
 PW0232_MARKER: DB = BENCH MARK DISK
 PW0232_SETTING: 80 = SET IN A BOULDER
 PW0232_STAMPING: J 162 1966
 PW0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0232+STABILITY: SURFACE MOTION
 PW0232
 PW0232  HISTORY     - Date     Condition        Report By
 PW0232  HISTORY     - 1966     MONUMENTED       CGS
 PW0232
 PW0232                          STATION DESCRIPTION
 PW0232
 PW0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0232'19.2 MI SW FROM DAYTON.
 PW0232'19.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0232'DAYTON, AT THE WEST EDGE OF THE FORMER ALIGNMENT OF THE HIGHWAY, IN
 PW0232'THE TOP OF A 6- BY 8-FOOT FLAT GRANITE BOULDER PROJECTING ABOUT 1
 PW0232'FOOT, 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3.4 FEET SOUTH
 PW0232'OF A WITNESS POST, AND ABOUT 8 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0601 ***********************************************************************
 PW0601  DESIGNATION -  J 163 RESET
 PW0601  PID         -  PW0601
 PW0601  STATE/COUNTY-  WY/WASHAKIE
 PW0601  USGS QUAD   -  TEN SLEEP (1976)
 PW0601
 PW0601                         *CURRENT SURVEY CONTROL
 PW0601  ___________________________________________________________________
 PW0601* NAD 83(1986)-  44 02 11.     (N)    107 26 15.     (W)     SCALED    
 PW0601* NAVD 88     -      1352.83   (meters)    4438.4    (feet)  RESET     
 PW0601  ___________________________________________________________________
 PW0601  GEOID HEIGHT-         -10.75  (meters)                     GEOID03
 PW0601
 PW0601  VERT ORDER  -  THIRD
 PW0601
 PW0601.The horizontal coordinates were scaled from a topographic map and have
 PW0601.an estimated accuracy of +/- 6 seconds.
 PW0601
 PW0601.The orthometric height was computed from unverified reset data.
 PW0601
 PW0601.The geoid height was determined by GEOID03.
 PW0601
 PW0601;                    North         East    Units  Estimated Accuracy
 PW0601;SPC WYEC     -   492,800.      391,650.      MT  (+/- 180 meters Scaled)
 PW0601
 PW0601                          SUPERSEDED SURVEY CONTROL
 PW0601
 PW0601  NGVD 29 (03/28/06) 1352.08   (m)         4435.9    (f) RESET       3  
 PW0601
 PW0601.Superseded values are not recommended for survey control.
 PW0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0601.See file dsdata.txt to determine how the superseded data were derived.
 PW0601
 PW0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ046788(NAD 83)
 PW0601_MARKER: DV = VERTICAL CONTROL DISK
 PW0601_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PW0601_SP_SET: CULVERT HEADWALL
 PW0601_STAMPING: J 163 RESET 1986
 PW0601_MARK LOGO: NGS   
 PW0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0601+STABILITY: SURFACE MOTION
 PW0601
 PW0601  HISTORY     - Date     Condition        Report By
 PW0601  HISTORY     - 1988     MONUMENTED       WYDT
 PW0601
 PW0601                          STATION DESCRIPTION
 PW0601
 PW0601'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1988
 PW0601'0.65 MILES (1.05 KM) NORTHEAST ALONG US HIGHWAY 16 FROM THE POST
 PW0601'OFFICE IN TENSLEEP, 0.4 MILE (0.6 KM) SOUTHWEST OF A LATTER DAY
 PW0601'SAINTS CHURCH, 0.1 MILE (0.2 KM) WEST OF THE JUNCTION OF A DIRT ROAD
 PW0601'SOUTH, IN THE TOP AND 1.1 FOOT (0.3 M) EAST OF THE WEST END OF THE
 PW0601'SOUTH CONCRETE HEADWALL OF A DOUBLE 6 BY 6 FOOT (1.8 M) CONCRETE BOX
 PW0601'CULVERT, 62 FEET (18.9 M) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 PW0601'ABOUT 4 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0101 ***********************************************************************
 OV0101  DESIGNATION -  J 164
 OV0101  PID         -  OV0101
 OV0101  STATE/COUNTY-  WY/WASHAKIE
 OV0101  USGS QUAD   -  BIG TRAILS (1976)
 OV0101
 OV0101                         *CURRENT SURVEY CONTROL
 OV0101  ___________________________________________________________________
 OV0101* NAD 83(1986)-  43 45 24.     (N)    107 18 21.     (W)     SCALED    
 OV0101* NAVD 88     -      1506.616  (meters)    4942.96   (feet)  ADJUSTED  
 OV0101  ___________________________________________________________________
 OV0101  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 OV0101  DYNAMIC HT  -        1505.881 (meters)    4940.54  (feet)  COMP
 OV0101  MODELED GRAV-     980,078.2   (mgal)                       NAVD 88
 OV0101
 OV0101  VERT ORDER  -  SECOND    CLASS 0
 OV0101
 OV0101.The horizontal coordinates were scaled from a topographic map and have
 OV0101.an estimated accuracy of +/- 6 seconds.
 OV0101
 OV0101.The orthometric height was determined by differential leveling
 OV0101.and adjusted by the National Geodetic Survey in June 1991..
 OV0101
 OV0101.The geoid height was determined by GEOID03.
 OV0101
 OV0101.The dynamic height is computed by dividing the NAVD 88
 OV0101.geopotential number by the normal gravity value computed on the
 OV0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0101.degrees latitude (g = 980.6199 gals.).
 OV0101
 OV0101.The modeled gravity was interpolated from observed gravity values.
 OV0101
 OV0101;                    North         East    Units  Estimated Accuracy
 OV0101;SPC WYEC     -   461,720.      402,220.      MT  (+/- 180 meters Scaled)
 OV0101
 OV0101                          SUPERSEDED SURVEY CONTROL
 OV0101
 OV0101  NGVD 29 (??/??/92) 1505.818  (m)         4940.34   (f) ADJ UNCH    2 0
 OV0101
 OV0101.Superseded values are not recommended for survey control.
 OV0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0101.See file dsdata.txt to determine how the superseded data were derived.
 OV0101
 OV0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ143474(NAD 83)
 OV0101_MARKER: DB = BENCH MARK DISK
 OV0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0101_STAMPING: J 164 1966
 OV0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0101+STABILITY: SURFACE MOTION
 OV0101
 OV0101  HISTORY     - Date     Condition        Report By
 OV0101  HISTORY     - 1966     MONUMENTED       CGS
 OV0101
 OV0101                          STATION DESCRIPTION
 OV0101
 OV0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0101'22.2 MI S FROM TEN SLEEP.
 OV0101'22.2 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0101'16 AT TEN SLEEP, 0.3 MILE SOUTH OF A STEEL CATTLEGUARD, 0.2 MILE SOUTH
 OV0101'OF A SMALL RANCHOUSE, AT AN ANGLE IN A POWER LINE, 46 FEET EAST OF THE
 OV0101'CENTER LINE OF THE ROAD, 3 FEET EAST OF A POWER POLE WITH TWO GUY
 OV0101'WIRES, 53.1 FEET WEST OF A FENCE, 2.4 FEET WEST OF A WITNESS POST,
 OV0101'ABOUT 9 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 OV0101'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0167 ***********************************************************************
 OV0167  DESIGNATION -  J 165
 OV0167  PID         -  OV0167
 OV0167  STATE/COUNTY-  WY/FREMONT
 OV0167  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0167
 OV0167                         *CURRENT SURVEY CONTROL
 OV0167  ___________________________________________________________________
 OV0167* NAD 83(1986)-  43 25 45.     (N)    107 35 29.     (W)     SCALED    
 OV0167* NAVD 88     -      1878.120  (meters)    6161.80   (feet)  ADJUSTED  
 OV0167  ___________________________________________________________________
 OV0167  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 OV0167  DYNAMIC HT  -        1876.950 (meters)    6157.96  (feet)  COMP
 OV0167  MODELED GRAV-     979,929.5   (mgal)                       NAVD 88
 OV0167
 OV0167  VERT ORDER  -  SECOND    CLASS 0
 OV0167
 OV0167.The horizontal coordinates were scaled from a topographic map and have
 OV0167.an estimated accuracy of +/- 6 seconds.
 OV0167
 OV0167.The orthometric height was determined by differential leveling
 OV0167.and adjusted by the National Geodetic Survey in June 1991..
 OV0167
 OV0167.The geoid height was determined by GEOID03.
 OV0167
 OV0167.The dynamic height is computed by dividing the NAVD 88
 OV0167.geopotential number by the normal gravity value computed on the
 OV0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0167.degrees latitude (g = 980.6199 gals.).
 OV0167
 OV0167.The modeled gravity was interpolated from observed gravity values.
 OV0167
 OV0167;                    North         East    Units  Estimated Accuracy
 OV0167;SPC WYWC     -   325,980.      693,810.      MT  (+/- 180 meters Scaled)
 OV0167
 OV0167                          SUPERSEDED SURVEY CONTROL
 OV0167
 OV0167  NGVD 29 (??/??/92) 1877.138  (m)         6158.58   (f) ADJ UNCH    2 0
 OV0167
 OV0167.Superseded values are not recommended for survey control.
 OV0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0167.See file dsdata.txt to determine how the superseded data were derived.
 OV0167
 OV0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ902117(NAD 83)
 OV0167_MARKER: DB = BENCH MARK DISK
 OV0167_SETTING: 80 = SET IN A BOULDER
 OV0167_STAMPING: J 165 1966
 OV0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0167+STABILITY: SURFACE MOTION
 OV0167
 OV0167  HISTORY     - Date     Condition        Report By
 OV0167  HISTORY     - 1966     MONUMENTED       CGS
 OV0167
 OV0167                          STATION DESCRIPTION
 OV0167
 OV0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0167'14.8 MI NE FROM LYSITE.
 OV0167'14.8 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0167'AND QUINCY RAILROAD STATION AT LYSITE, IN THE TOP OF A SMALL BOULDER
 OV0167'PROJECTING ABOUT 1 FOOT, 29 FEET EAST OF THE CENTER LINE OF THE ROAD,
 OV0167'2.5 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 OV0167'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0369 ***********************************************************************
 MO0369  DESIGNATION -  J 166
 MO0369  PID         -  MO0369
 MO0369  STATE/COUNTY-  WY/PLATTE
 MO0369  USGS QUAD   -  SQUAW ROCK (1981)
 MO0369
 MO0369                         *CURRENT SURVEY CONTROL
 MO0369  ___________________________________________________________________
 MO0369* NAD 83(1986)-  41 54 36.     (N)    105 07 49.     (W)     SCALED    
 MO0369* NAVD 88     -      1535.910  (meters)    5039.06   (feet)  ADJUSTED  
 MO0369  ___________________________________________________________________
 MO0369  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 MO0369  DYNAMIC HT  -        1534.873 (meters)    5035.66  (feet)  COMP
 MO0369  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 MO0369
 MO0369  VERT ORDER  -  SECOND    CLASS 0
 MO0369
 MO0369.The horizontal coordinates were scaled from a topographic map and have
 MO0369.an estimated accuracy of +/- 6 seconds.
 MO0369
 MO0369.The orthometric height was determined by differential leveling
 MO0369.and adjusted by the National Geodetic Survey in June 1991..
 MO0369
 MO0369.The geoid height was determined by GEOID03.
 MO0369
 MO0369.The dynamic height is computed by dividing the NAVD 88
 MO0369.geopotential number by the normal gravity value computed on the
 MO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0369.degrees latitude (g = 980.6199 gals.).
 MO0369
 MO0369.The modeled gravity was interpolated from observed gravity values.
 MO0369
 MO0369;                    North         East    Units  Estimated Accuracy
 MO0369;SPC WY E     -   156,580.      203,020.      MT  (+/- 180 meters Scaled)
 MO0369
 MO0369                          SUPERSEDED SURVEY CONTROL
 MO0369
 MO0369  NGVD 29 (??/??/92) 1535.100  (m)         5036.41   (f) ADJ UNCH    2 0
 MO0369
 MO0369.Superseded values are not recommended for survey control.
 MO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0369.See file dsdata.txt to determine how the superseded data were derived.
 MO0369
 MO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG891397(NAD 83)
 MO0369_MARKER: DB = BENCH MARK DISK
 MO0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0369_STAMPING: J 166 1966
 MO0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0369+STABILITY: SURFACE MOTION
 MO0369
 MO0369  HISTORY     - Date     Condition        Report By
 MO0369  HISTORY     - 1966     MONUMENTED       CGS
 MO0369
 MO0369                          STATION DESCRIPTION
 MO0369
 MO0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0369'17.4 MI SW FROM WHEATLAND.
 MO0369'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0369'WHEATLAND, THENCE 10.7 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0369'AT AN OFF-SET IN THE FENCE LINE, 50 FEET SOUTH OF THE CENTER LINE
 MO0369'OF THE HIGHWAY, 42 FEET EAST OF A NORTHWEST FENCE CORNER, 2 FEET
 MO0369'WEST OF TELEPHONE POLE 100 WITH A GUY WIRE, 1.7 FEET NORTH OF A
 MO0369'FENCE, 1.9 FEET EAST OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER
 MO0369'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MO0369'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0439 ***********************************************************************
 MO0439  DESIGNATION -  J 167
 MO0439  PID         -  MO0439
 MO0439  STATE/COUNTY-  WY/LARAMIE
 MO0439  USGS QUAD   -  FARTHING (1978)
 MO0439
 MO0439                         *CURRENT SURVEY CONTROL
 MO0439  ___________________________________________________________________
 MO0439* NAD 83(1986)-  41 33 32.     (N)    105 12 45.     (W)     SCALED    
 MO0439* NAVD 88     -      1920.264  (meters)    6300.07   (feet)  ADJUSTED  
 MO0439  ___________________________________________________________________
 MO0439  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 MO0439  DYNAMIC HT  -        1918.689 (meters)    6294.90  (feet)  COMP
 MO0439  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 MO0439
 MO0439  VERT ORDER  -  SECOND    CLASS 0
 MO0439
 MO0439.The horizontal coordinates were scaled from a topographic map and have
 MO0439.an estimated accuracy of +/- 6 seconds.
 MO0439
 MO0439.The orthometric height was determined by differential leveling
 MO0439.and adjusted by the National Geodetic Survey in June 1991..
 MO0439
 MO0439.The geoid height was determined by GEOID03.
 MO0439
 MO0439.The dynamic height is computed by dividing the NAVD 88
 MO0439.geopotential number by the normal gravity value computed on the
 MO0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0439.degrees latitude (g = 980.6199 gals.).
 MO0439
 MO0439.The modeled gravity was interpolated from observed gravity values.
 MO0439
 MO0439;                    North         East    Units  Estimated Accuracy
 MO0439;SPC WY E     -   117,590.      196,180.      MT  (+/- 180 meters Scaled)
 MO0439
 MO0439                          SUPERSEDED SURVEY CONTROL
 MO0439
 MO0439  NGVD 29 (??/??/92) 1919.262  (m)         6296.78   (f) ADJ UNCH    2 0
 MO0439
 MO0439.Superseded values are not recommended for survey control.
 MO0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0439.See file dsdata.txt to determine how the superseded data were derived.
 MO0439
 MO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG822008(NAD 83)
 MO0439_MARKER: DB = BENCH MARK DISK
 MO0439_SETTING: 66 = SET IN ROCK OUTCROP
 MO0439_SP_SET: OUTCROP
 MO0439_STAMPING: J 167 1966
 MO0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0439+STABILITY: POSITION/ELEVATION WELL
 MO0439
 MO0439  HISTORY     - Date     Condition        Report By
 MO0439  HISTORY     - 1966     MONUMENTED       CGS
 MO0439
 MO0439                          STATION DESCRIPTION
 MO0439
 MO0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0439'0.9 MI NE FROM FARTHING.
 MO0439'0.8 MILE NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0439'FROM THE STATION AT FARTHING, THENCE 0.1 MILE SOUTHWEST ALONG
 MO0439'A GRAVELED ROAD, 0.15 MILE NORTHEAST OF THE JUNCTION OF A ROAD,
 MO0439'0.1 MILE SOUTHWEST OF TRESTLE 163.48, IN THE TOP OF AN OUTCROP
 MO0439'WHICH PROJECTS ABOUT 1/2 FOOT, 24 1/2 FEET SOUTHEAST OF THE
 MO0439'CENTER LINE OF THE ROAD, 7.9 FEET NORTHWEST OF A WITNESS POST,
 MO0439'AND ABOUT 4 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0191 ***********************************************************************
 MR0191  DESIGNATION -  J 168
 MR0191  PID         -  MR0191
 MR0191  STATE/COUNTY-  WY/LINCOLN
 MR0191  USGS QUAD   -  KEMMERER (1985)
 MR0191
 MR0191                         *CURRENT SURVEY CONTROL
 MR0191  ___________________________________________________________________
 MR0191* NAD 83(1986)-  41 48 05.     (N)    110 32 50.     (W)     SCALED    
 MR0191* NAVD 88     -      2113.332  (meters)    6933.49   (feet)  ADJUSTED  
 MR0191  ___________________________________________________________________
 MR0191  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 MR0191  DYNAMIC HT  -        2111.499 (meters)    6927.48  (feet)  COMP
 MR0191  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 MR0191
 MR0191  VERT ORDER  -  SECOND    CLASS 0
 MR0191
 MR0191.The horizontal coordinates were scaled from a topographic map and have
 MR0191.an estimated accuracy of +/- 6 seconds.
 MR0191
 MR0191.The orthometric height was determined by differential leveling
 MR0191.and adjusted by the National Geodetic Survey in June 1991..
 MR0191
 MR0191.The geoid height was determined by GEOID03.
 MR0191
 MR0191.The dynamic height is computed by dividing the NAVD 88
 MR0191.geopotential number by the normal gravity value computed on the
 MR0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0191.degrees latitude (g = 980.6199 gals.).
 MR0191
 MR0191.The modeled gravity was interpolated from observed gravity values.
 MR0191
 MR0191;                    North         East    Units  Estimated Accuracy
 MR0191;SPC WY W     -   244,620.      761,450.      MT  (+/- 180 meters Scaled)
 MR0191
 MR0191                          SUPERSEDED SURVEY CONTROL
 MR0191
 MR0191  NGVD 29 (??/??/92) 2111.937  (m)         6928.91   (f) ADJ UNCH    2 0
 MR0191
 MR0191.Superseded values are not recommended for survey control.
 MR0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0191.See file dsdata.txt to determine how the superseded data were derived.
 MR0191
 MR0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM376278(NAD 83)
 MR0191_MARKER: DB = BENCH MARK DISK
 MR0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0191_SP_SET: FOUNDATION
 MR0191_STAMPING: J 168 1966
 MR0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0191
 MR0191  HISTORY     - Date     Condition        Report By
 MR0191  HISTORY     - 1966     MONUMENTED       CGS
 MR0191
 MR0191                          STATION DESCRIPTION
 MR0191
 MR0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0191'0.8 MI NW FROM KEMMERER.
 MR0191'0.8 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0191'AT KEMMERER, 4 POLES EAST OF MILEPOLE 40.75, IN THE TOP OF THE EAST
 MR0191'END OF THE SOUTH CONCRETE FOUNDATION OF AN OVERHEAD STEEL STRUCTURE
 MR0191'SUPPORTING SIGNAL LIGHTS, 7.9 FEET SOUTH OF THE SOUTH RAIL OF THE
 MR0191'SOUTH TRACK, 0.5 FOOT WEST OF THE EAST END OF THE FOUNDATION, ABOUT 1
 MR0191'1/2 FEET HIGHER THAN THE TRACK AND 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0229 ***********************************************************************
 MQ0229  DESIGNATION -  J 17
 MQ0229  PID         -  MQ0229
 MQ0229  STATE/COUNTY-  WY/SWEETWATER
 MQ0229  USGS QUAD   -  DEVILS PLAYGROUND (1987)
 MQ0229
 MQ0229                         *CURRENT SURVEY CONTROL
 MQ0229  ___________________________________________________________________
 MQ0229* NAD 83(1986)-  41 12 26.     (N)    109 38 13.     (W)     SCALED    
 MQ0229* NAVD 88     -      1934.434  (meters)    6346.56   (feet)  ADJUSTED  
 MQ0229  ___________________________________________________________________
 MQ0229  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0229  DYNAMIC HT  -        1932.707 (meters)    6340.89  (feet)  COMP
 MQ0229  MODELED GRAV-     979,662.2   (mgal)                       NAVD 88
 MQ0229
 MQ0229  VERT ORDER  -  FIRST     CLASS II
 MQ0229
 MQ0229.The horizontal coordinates were scaled from a topographic map and have
 MQ0229.an estimated accuracy of +/- 6 seconds.
 MQ0229
 MQ0229.The orthometric height was determined by differential leveling
 MQ0229.and adjusted by the National Geodetic Survey in June 1991..
 MQ0229
 MQ0229.The geoid height was determined by GEOID03.
 MQ0229
 MQ0229.The dynamic height is computed by dividing the NAVD 88
 MQ0229.geopotential number by the normal gravity value computed on the
 MQ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0229.degrees latitude (g = 980.6199 gals.).
 MQ0229
 MQ0229.The modeled gravity was interpolated from observed gravity values.
 MQ0229
 MQ0229;                    North         East    Units  Estimated Accuracy
 MQ0229;SPC WYWC     -    78,910.      525,620.      MT  (+/- 180 meters Scaled)
 MQ0229
 MQ0229                          SUPERSEDED SURVEY CONTROL
 MQ0229
 MQ0229  NGVD 29 (??/??/92) 1933.136  (m)         6342.30   (f) ADJ UNCH    1 2
 MQ0229
 MQ0229.Superseded values are not recommended for survey control.
 MQ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0229.See file dsdata.txt to determine how the superseded data were derived.
 MQ0229
 MQ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL142626(NAD 83)
 MQ0229_MARKER: DB = BENCH MARK DISK
 MQ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0229_STAMPING: 6342.297 J 17 1933
 MQ0229_MARK LOGO: CGS   
 MQ0229_PROJECTION: PROJECTING 25 CENTIMETERS
 MQ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0229+STABILITY: SURFACE MOTION
 MQ0229
 MQ0229  HISTORY     - Date     Condition        Report By
 MQ0229  HISTORY     - 1933     MONUMENTED       CGS
 MQ0229  HISTORY     - 1982     GOOD             NGS
 MQ0229  HISTORY     - 1984     GOOD             NGS
 MQ0229
 MQ0229                          STATION DESCRIPTION
 MQ0229
 MQ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0229'16.7 MI N FROM LINWOOD, UT.
 MQ0229'IN SWEETWATER COUNTY, WYOMING, ABOUT 16.7 MILES NORTH ALONG THE OLD
 MQ0229'LINWOOD-GREEN RIVER HIGHWAY FROM LINWOOD, DAGGETT COUNTY, UTAH, ABOUT
 MQ0229'2.4 MILES SOUTH OF BUCKBOARD RESERVOIR, ABOUT 1.0 MILE NORTHEAST OF
 MQ0229'DEVILS PLAYGROUND, ABOUT 0.2 MILE WEST OF THE PRESENT HIGHWAY, ON THE
 MQ0229'NORTH SLOPE OF A ROCKY RIDGE, AND ABOUT 50 FEET SOUTH OF THE CENTER
 MQ0229'LINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED 6342.297 J 17 1933
 MQ0229'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 MQ0229'GROUND.
 MQ0229
 MQ0229                          STATION RECOVERY (1982)
 MQ0229
 MQ0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0229'A WITNESS POST WAS ADDED AT THIS TIME. FROM THE BRIDGE OVER BLACKS
 MQ0229'FORK SOUTHWEST OF GREEN RIVER AND STATE HIGHWAY 530, GO 8.5 KM (5.3
 MQ0229'MI) SOUTHWEST TO A Y-INTERSECTION. TAKE LEFT FORK, SOUTHERLY, HIGHWAY
 MQ0229'530, FOR 8.7 KM (5.4 MI) TO THE BRIDGE OVER BUCKBOARD WASH. CONTINUE
 MQ0229'AHEAD, SOUTHERLY FOR 5.1 KM (3.1 MI) TO A SIDE ROAD RIGHT. TURN
 MQ0229'RIGHT, SOUTHWESTERLY, ON THE DIRT ROAD FOR 0.5 KM (0.3 MI) TO THE
 MQ0229'BENCH MARK ON THE LEFT. IT IS 14.6 (48 FT) SOUTHEAST FROM THE CENTER
 MQ0229'OF THE DIRT ROAD AND ON THE NORTH SLOPE FO A LOW RIDGE.
 MQ0229
 MQ0229                          STATION RECOVERY (1984)
 MQ0229
 MQ0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0229'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  31.0 KM
 MQ0229'(19.25 MI) NORTHEASTERLY ALONG STATE HIGHWAY 43 AND 530 FROM THERE
 MQ0229'JUNCTION WITH STATE HIGHWAY 44 IN MANILA, THENCE 0.4 KM (0.25 MI)
 MQ0229'SOUTHWEST ALONG A DIRT ROAD, 15.M (50.5 FT) SOUTHEAST OF THE CENTER OF
 MQ0229'THE ROAD, AND 4.0 M (13.1 FT) EAST OF THE CENTER OF A TRACK ROAD
 MQ0229'LEADING SOUTH.
 MQ0229'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 MQ0229'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0018 ***********************************************************************
 NR0018  DESIGNATION -  J 18
 NR0018  PID         -  NR0018
 NR0018  STATE/COUNTY-  WY/NATRONA
 NR0018  USGS QUAD   -  BISHOP (1978)
 NR0018
 NR0018                         *CURRENT SURVEY CONTROL
 NR0018  ___________________________________________________________________
 NR0018* NAD 83(1986)-  42 58 50.     (N)    106 28 02.     (W)     SCALED    
 NR0018* NAVD 88     -      1610.541  (meters)    5283.92   (feet)  POSTED    
 NR0018  ___________________________________________________________________
 NR0018  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 NR0018  DYNAMIC HT  -        1609.550 (meters)    5280.67  (feet)  COMP
 NR0018  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 NR0018
 NR0018  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NR0018
 NR0018.The horizontal coordinates were scaled from a topographic map and have
 NR0018.an estimated accuracy of +/- 6 seconds.
 NR0018
 NR0018.The orthometric height was determined by differential leveling
 NR0018.and adjusted by the National Geodetic Survey in 1992..
 NR0018.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NR0018.rate of 0.0 thru 1.0 mm/km.
 NR0018
 NR0018.The geoid height was determined by GEOID03.
 NR0018
 NR0018.The dynamic height is computed by dividing the NAVD 88
 NR0018.geopotential number by the normal gravity value computed on the
 NR0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0018.degrees latitude (g = 980.6199 gals.).
 NR0018
 NR0018.The modeled gravity was interpolated from observed gravity values.
 NR0018
 NR0018;                    North         East    Units  Estimated Accuracy
 NR0018;SPC WYEC     -   375,860.      470,640.      MT  (+/- 180 meters Scaled)
 NR0018
 NR0018                          SUPERSEDED SURVEY CONTROL
 NR0018
 NR0018  NGVD 29 (??/??/92) 1609.622  (m)         5280.90   (f) ADJ UNCH    1 2
 NR0018
 NR0018.Superseded values are not recommended for survey control.
 NR0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0018.See file dsdata.txt to determine how the superseded data were derived.
 NR0018
 NR0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH803597(NAD 83)
 NR0018_MARKER: DB = BENCH MARK DISK
 NR0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0018_STAMPING: J 18 1934
 NR0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0018+STABILITY: SURFACE MOTION
 NR0018
 NR0018  HISTORY     - Date     Condition        Report By
 NR0018  HISTORY     - 1934     MONUMENTED       CGS
 NR0018
 NR0018                          STATION DESCRIPTION
 NR0018
 NR0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0018'12.8 MI NW FROM CASPER.
 NR0018'ABOUT 12.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NR0018'RAILROAD FROM THE STATION AT CASPER, NATRONA COUNTY, ABOUT 2.0 MILES
 NR0018'NORTHWEST OF THE STATION SIGN AT BISHOP, OPPOSITE MILEPOST 215, 68.0
 NR0018'FEET EAST OF THE EAST RAIL, 27.0 FEET SOUTH OF A POLE, 3.3 FEET WEST
 NR0018'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4.5 FEET LOWER THAN THE TRACK. A
 NR0018'STANDARD DISK, STAMPED J 18 1934 AND SET IN THE TOP OF A CONCRETE
 NR0018'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0157 ***********************************************************************
 MQ0157  DESIGNATION -  J 19
 MQ0157  PID         -  MQ0157
 MQ0157  STATE/COUNTY-  WY/SWEETWATER
 MQ0157  USGS QUAD   -  WHITE ROCKS (1968)
 MQ0157
 MQ0157                         *CURRENT SURVEY CONTROL
 MQ0157  ___________________________________________________________________
 MQ0157* NAD 83(1986)-  41 57 37.     (N)    109 21 46.     (W)     SCALED    
 MQ0157* NAVD 88     -      2083.186  (meters)    6834.59   (feet)  ADJUSTED  
 MQ0157  ___________________________________________________________________
 MQ0157  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 MQ0157  DYNAMIC HT  -        2081.423 (meters)    6828.80  (feet)  COMP
 MQ0157  MODELED GRAV-     979,701.5   (mgal)                       NAVD 88
 MQ0157
 MQ0157  VERT ORDER  -  FIRST     CLASS II
 MQ0157
 MQ0157.The horizontal coordinates were scaled from a topographic map and have
 MQ0157.an estimated accuracy of +/- 6 seconds.
 MQ0157
 MQ0157.The orthometric height was determined by differential leveling
 MQ0157.and adjusted by the National Geodetic Survey in June 1991..
 MQ0157
 MQ0157.The geoid height was determined by GEOID03.
 MQ0157
 MQ0157.The dynamic height is computed by dividing the NAVD 88
 MQ0157.geopotential number by the normal gravity value computed on the
 MQ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0157.degrees latitude (g = 980.6199 gals.).
 MQ0157
 MQ0157.The modeled gravity was interpolated from observed gravity values.
 MQ0157
 MQ0157;                    North         East    Units  Estimated Accuracy
 MQ0157;SPC WYWC     -   162,350.      549,200.      MT  (+/- 180 meters Scaled)
 MQ0157
 MQ0157                          SUPERSEDED SURVEY CONTROL
 MQ0157
 MQ0157  NGVD 29 (??/??/92) 2081.896  (m)         6830.35   (f) ADJ UNCH    1 2
 MQ0157
 MQ0157.Superseded values are not recommended for survey control.
 MQ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0157.See file dsdata.txt to determine how the superseded data were derived.
 MQ0157
 MQ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM356466(NAD 83)
 MQ0157_MARKER: DB = BENCH MARK DISK
 MQ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0157_STAMPING: 6830.121 J 19 1933
 MQ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0157+STABILITY: SURFACE MOTION
 MQ0157
 MQ0157  HISTORY     - Date     Condition        Report By
 MQ0157  HISTORY     - 1933     MONUMENTED       CGS
 MQ0157  HISTORY     - 1968     GOOD             USGS
 MQ0157  HISTORY     - 20011015 MARK NOT FOUND   NGS
 MQ0157
 MQ0157                          STATION DESCRIPTION
 MQ0157
 MQ0157'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MQ0157'IN EDEN.
 MQ0157'EDEN, WYOMING, U.S. POST OFFICE, 3.5 MILES S. OF ALONG U.S. HIGHWAY
 MQ0157'187, THENCE 4.1 MILES SE (LEFT) ALONG OLD U.S. HIGHWAY 187, ABOUT 0.1
 MQ0157'MILE EAST OF ROAD JUNCTION AT CREST, 52 FEET NE OF ROAD, A STANDARD
 MQ0157'TABLET SET IN TOP OF A CONCRETE POST PROJECTING 0.4 FOOT STAMPED
 MQ0157'6830.121 J 19 1933.
 MQ0157
 MQ0157                          STATION RECOVERY (2001)
 MQ0157
 MQ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 MQ0157'OTHER GRAVITY DESIGNATIONS = EDEN, DOD 0776-1, IGB 15519 , HUS 494.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0030 ***********************************************************************
 NS0030  FBN         -  This is a Federal Base Network Control Station.
 NS0030  DESIGNATION -  J 20
 NS0030  PID         -  NS0030
 NS0030  STATE/COUNTY-  WY/FREMONT
 NS0030  USGS QUAD   -  PACIFIC SPRINGS (1980)
 NS0030
 NS0030                         *CURRENT SURVEY CONTROL
 NS0030  ___________________________________________________________________
 NS0030* NAD 83(1993)-  42 21 41.67519(N)    108 55 45.40289(W)     ADJUSTED  
 NS0030* NAVD 88     -      2288.156  (meters)    7507.06   (feet)  ADJUSTED  
 NS0030  ___________________________________________________________________
 NS0030  X           -  -1,531,727.471 (meters)                     COMP
 NS0030  Y           -  -4,466,360.937 (meters)                     COMP
 NS0030  Z           -   4,276,899.092 (meters)                     COMP
 NS0030  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 NS0030  ELLIP HEIGHT-        2275.89  (meters)          (02/28/01) GPS OBS
 NS0030  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 NS0030  DYNAMIC HT  -        2286.262 (meters)    7500.84  (feet)  COMP
 NS0030  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 NS0030
 NS0030  HORZ ORDER  -  B
 NS0030  VERT ORDER  -  FIRST     CLASS II
 NS0030  ELLP ORDER  -  SECOND    CLASS I
 NS0030
 NS0030.The horizontal coordinates were established by GPS observations
 NS0030.and adjusted by the National Geodetic Survey in October 1994..
 NS0030
 NS0030.The orthometric height was determined by differential leveling
 NS0030.and adjusted by the National Geodetic Survey in June 1991..
 NS0030
 NS0030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NS0030
 NS0030.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0030
 NS0030.The ellipsoidal height was determined by GPS observations
 NS0030.and is referenced to NAD 83.
 NS0030
 NS0030.The geoid height was determined by GEOID03.
 NS0030
 NS0030.The dynamic height is computed by dividing the NAVD 88
 NS0030.geopotential number by the normal gravity value computed on the
 NS0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0030.degrees latitude (g = 980.6199 gals.).
 NS0030
 NS0030.The modeled gravity was interpolated from observed gravity values.
 NS0030
 NS0030;                    North         East     Units Scale Factor Converg.
 NS0030;SPC WYWC     -   206,753.527   585,231.937   MT  0.99994018   -0 07 14.9
 NS0030;UTM  12      - 4,691,999.657   670,521.441   MT  0.99995778   +1 23 44.2
 NS0030
 NS0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0030!SPC WYWC     -   0.99964319  x   0.99994018  =   0.99958339
 NS0030!UTM  12      -   0.99964319  x   0.99995778  =   0.99960098
 NS0030
 NS0030                          SUPERSEDED SURVEY CONTROL
 NS0030
 NS0030  ELLIP H (10/19/94) 2275.89   (m)                       GP(       ) 4 1
 NS0030  NAVD 88 (10/19/94) 2288.16   (m)         7507.1    (f) LEVELING    3  
 NS0030  NGVD 29 (??/??/92) 2286.899  (m)         7502.93   (f) ADJ UNCH    1 2
 NS0030
 NS0030.Superseded values are not recommended for survey control.
 NS0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0030.See file dsdata.txt to determine how the superseded data were derived.
 NS0030
 NS0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM7052192000(NAD 83)
 NS0030_MARKER: DB = BENCH MARK DISK
 NS0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0030_STAMPING: J 20 1933 7520.564
 NS0030_MARK LOGO: CGS   
 NS0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 NS0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0030+STABILITY: SURFACE MOTION
 NS0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0030+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1999
 NS0030
 NS0030  HISTORY     - Date     Condition        Report By
 NS0030  HISTORY     - 1933     MONUMENTED       CGS
 NS0030  HISTORY     - 19930725 GOOD             WYDT
 NS0030  HISTORY     - 19990714 GOOD             NGS
 NS0030
 NS0030                          STATION DESCRIPTION
 NS0030
 NS0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0030'11.0 MI SW FROM SOUTH PASS CITY.
 NS0030'11.0 MILES SOUTHWEST ALONG THE ROAD TO FARSON FROM THE POST OFFICE AT
 NS0030'SOUTH PASS CITY, FREMONT COUNTY, 0.4 MILE SOUTHWEST OF THE CREST OF A
 NS0030'LONG RIDGE, 72 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, AND
 NS0030'6 FEET EAST OF A SIDE ROAD.  A STANDARD DISK, STAMPED 7502.564 J 20
 NS0030'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NS0030'GROUND.
 NS0030
 NS0030                          STATION RECOVERY (1993)
 NS0030
 NS0030'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1993 (RR)
 NS0030'STATION IS LOCATED ABOUT 70 KM (43.50 MI) SOUTHWEST OF LANDER, 52 KM
 NS0030'(32.30 MI) NORTHEAST OF FARSON, 18 KM (11.20 MI) NORTHEAST OF THE
 NS0030'SUBLETT-SWEETWATER-FREMONT COUNTIES JUNCTION CORNER, 1.6 KM (1.00 MI)
 NS0030'SOUTHEAST OF THE CONTINENTAL DIVIDE, ON HIGHWAY RIGHT-OF-WAY, AT MILE
 NS0030'32.1, IN THE NORTHEAST 1/4 OF SECTION 36, T 28 N, R 102 W.
 NS0030'OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 NS0030'JUNCTION OF US HIGHWAY 287 AND STATE HIGHWAYS 28 AND 789 (ABOUT 14 KM
 NS0030'(8.70 MI) SOUTHEAST OF LANDER), GO SOUTHWEST ON HIGHWAY 28 FOR 54.6 KM
 NS0030'(33.90 MI) TO THE BRIDGE OVER THE SWEETWATER RIVER, JUST PAST THE REST
 NS0030'AREA.  CONTINUE AHEAD FOR 1.26 KM (0.80 MI) TO A BIG SANDY ROAD ON THE
 NS0030'RIGHT.  CONTINUE AHEAD FOR 2.04 KM (1.25 MI) TO THE STATION ON THE
 NS0030'RIGHT. STATION MARK IS A DISK SET IN THE TOP OF A 25-CM SQUARE
 NS0030'CONCRETE POST PROJECTING 15 CM ABOVE GROUND.  IT IS 21.9 M (71.9 FT)
 NS0030'NORTHWEST OF, AND LEVEL WITH THE HIGHWAY CENTER, 23.2 M (76.1 FT)
 NS0030'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND 0.3 M (1.0 FT) SOUTHEAST OF A
 NS0030'FIBERGLASS WITNESS POST. DESCRIBED BY WHD, TYPED BY GRH.
 NS0030
 NS0030                          STATION RECOVERY (1999)
 NS0030
 NS0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 NS0030'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 NS0030'CONDITION AND AS PREVIOUSLY DESCRIBED.  THE NGS WITNESS POST
 NS0030'MEASUREMENT HAS CHANGED.  ADD 1.40 M (4.59 FT) NORTHEAST OF AN NGS
 NS0030'FIBERGLASS WITNESS POST, 0.70 M (2.30 FT) SOUTHEAST OF A WYDOT
 NS0030'FIBERGLASS WITNESS POST AND SURROUNDED BY 3 4X4 WOOD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0066 ***********************************************************************
 NS0066  DESIGNATION -  J 21
 NS0066  PID         -  NS0066
 NS0066  STATE/COUNTY-  WY/FREMONT
 NS0066  USGS QUAD   -  HUDSON (1978)
 NS0066
 NS0066                         *CURRENT SURVEY CONTROL
 NS0066  ___________________________________________________________________
 NS0066* NAD 83(1986)-  42 54 36.     (N)    108 34 14.     (W)     SCALED    
 NS0066* NAVD 88     -      1546.552  (meters)    5073.98   (feet)  ADJUSTED  
 NS0066  ___________________________________________________________________
 NS0066  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 NS0066  DYNAMIC HT  -        1545.534 (meters)    5070.64  (feet)  COMP
 NS0066  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 NS0066
 NS0066  VERT ORDER  -  FIRST     CLASS II
 NS0066
 NS0066.The horizontal coordinates were scaled from a topographic map and have
 NS0066.an estimated accuracy of +/- 6 seconds.
 NS0066
 NS0066.The orthometric height was determined by differential leveling
 NS0066.and adjusted by the National Geodetic Survey in June 1991..
 NS0066
 NS0066.The geoid height was determined by GEOID03.
 NS0066
 NS0066.The dynamic height is computed by dividing the NAVD 88
 NS0066.geopotential number by the normal gravity value computed on the
 NS0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0066.degrees latitude (g = 980.6199 gals.).
 NS0066
 NS0066.The modeled gravity was interpolated from observed gravity values.
 NS0066
 NS0066;                    North         East    Units  Estimated Accuracy
 NS0066;SPC WYWC     -   267,670.      614,650.      MT  (+/- 180 meters Scaled)
 NS0066
 NS0066                          SUPERSEDED SURVEY CONTROL
 NS0066
 NS0066  NGVD 29 (??/??/92) 1545.554  (m)         5070.71   (f) ADJ UNCH    1 2
 NS0066
 NS0066.Superseded values are not recommended for survey control.
 NS0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0066.See file dsdata.txt to determine how the superseded data were derived.
 NS0066
 NS0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN983536(NAD 83)
 NS0066_MARKER: DB = BENCH MARK DISK
 NS0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0066_STAMPING: 5070.210 J 21 1933
 NS0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0066+STABILITY: SURFACE MOTION
 NS0066
 NS0066  HISTORY     - Date     Condition        Report By
 NS0066  HISTORY     - 1933     MONUMENTED       CGS
 NS0066  HISTORY     - 1973     GOOD             NGS
 NS0066
 NS0066                          STATION DESCRIPTION
 NS0066
 NS0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0066'0.5 MI NE FROM HUDSON.
 NS0066'0.5 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NS0066'THE STATION AT HUDSON, FREMONT COUNTY, AT AN OLD HIGHWAY CROSSING 650
 NS0066'FEET NORTHEAST OF A STOCK-LOADING PEN, AND 100 FEET SOUTHEAST OF THE
 NS0066'CROSSING.  A STANDARD DISK, STAMPED 5070.210 J 21 1933 AND SET IN THE
 NS0066'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NS0066
 NS0066                          STATION RECOVERY (1973)
 NS0066
 NS0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NS0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0067 ***********************************************************************
 NS0067  DESIGNATION -  J 21 RESET
 NS0067  PID         -  NS0067
 NS0067  STATE/COUNTY-  WY/FREMONT
 NS0067  USGS QUAD   -  HUDSON (1978)
 NS0067
 NS0067                         *CURRENT SURVEY CONTROL
 NS0067  ___________________________________________________________________
 NS0067* NAD 83(1986)-  42 54 38.     (N)    108 34 13.     (W)     SCALED    
 NS0067* NAVD 88     -      1545.64   (+/-2cm)    5071.0    (feet)  VERTCON   
 NS0067  ___________________________________________________________________
 NS0067  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 NS0067
 NS0067  VERT ORDER  -  THIRD (See Below)
 NS0067
 NS0067.The horizontal coordinates were scaled from a topographic map and have
 NS0067.an estimated accuracy of +/- 6 seconds.
 NS0067
 NS0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0067.The vertical order pertains to the NGVD 29 superseded value.
 NS0067
 NS0067.The geoid height was determined by GEOID03.
 NS0067
 NS0067;                    North         East    Units  Estimated Accuracy
 NS0067;SPC WYWC     -   267,730.      614,680.      MT  (+/- 180 meters Scaled)
 NS0067
 NS0067                          SUPERSEDED SURVEY CONTROL
 NS0067
 NS0067  NGVD 29 (03/28/06) 1544.64   (m)         5067.7    (f) RESET       3  
 NS0067
 NS0067.Superseded values are not recommended for survey control.
 NS0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0067.See file dsdata.txt to determine how the superseded data were derived.
 NS0067
 NS0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN983537(NAD 83)
 NS0067_MARKER: DB = BENCH MARK DISK
 NS0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NS0067_SP_SET: MONUMENT
 NS0067_STAMPING: J 21 RESET 1973
 NS0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0067
 NS0067  HISTORY     - Date     Condition        Report By
 NS0067  HISTORY     - 1973     MONUMENTED       NGS
 NS0067
 NS0067                          STATION DESCRIPTION
 NS0067
 NS0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 NS0067'0.9 MI NE FROM HUDSON.
 NS0067'0.9 MILE NORTHEAST ALONG OLD STATE HIGHWAY 789 FROM THE POST OFFICE IN
 NS0067'HUDSON, 0.15 MILE NORTHEAST OF AN OLD CORRAL, ABOUT 0.2 MILES SOUTH OF
 NS0067'AN OLD IRON BRIDGE, 300 FEET NORTH OF THE ORIGINAL MARK, 145 FEET
 NS0067'NORTH OF A FENCE CORNER, 26 FEET EAST OF A GRADED DIRT ROAD, 4.5 FEET
 NS0067'NORTH OF A POWER POLE WITH 3 GUY WIRES, 1 FOOT WEST OF A FENCE, AND
 NS0067'2.0 FEET SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 NS0067'CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT IS AT STATE HIGHWAY
 NS0067'STATION 568+00.  NOTE-- THE MARK WILL NOT BE DISTURBED, A METAL
 NS0067'WITNESS POST WAS SET 1.5 FEET NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0067 ***********************************************************************
 OW0067  DESIGNATION -  J 22
 OW0067  PID         -  OW0067
 OW0067  STATE/COUNTY-  WY/FREMONT
 OW0067  USGS QUAD   -  BONNEVILLE SW (1978)
 OW0067
 OW0067                         *CURRENT SURVEY CONTROL
 OW0067  ___________________________________________________________________
 OW0067* NAD 83(1986)-  43 19 52.     (N)    108 09 28.     (W)     SCALED    
 OW0067* NAVD 88     -      1437.820  (meters)    4717.25   (feet)  ADJUSTED  
 OW0067  ___________________________________________________________________
 OW0067  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 OW0067  DYNAMIC HT  -        1436.935 (meters)    4714.34  (feet)  COMP
 OW0067  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 OW0067
 OW0067  VERT ORDER  -  FIRST     CLASS II
 OW0067
 OW0067.The horizontal coordinates were scaled from a topographic map and have
 OW0067.an estimated accuracy of +/- 6 seconds.
 OW0067
 OW0067.The orthometric height was determined by differential leveling
 OW0067.and adjusted by the National Geodetic Survey in June 1991..
 OW0067
 OW0067.The geoid height was determined by GEOID03.
 OW0067
 OW0067.The dynamic height is computed by dividing the NAVD 88
 OW0067.geopotential number by the normal gravity value computed on the
 OW0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0067.degrees latitude (g = 980.6199 gals.).
 OW0067
 OW0067.The modeled gravity was interpolated from observed gravity values.
 OW0067
 OW0067;                    North         East    Units  Estimated Accuracy
 OW0067;SPC WYWC     -   314,610.      648,030.      MT  (+/- 180 meters Scaled)
 OW0067
 OW0067                          SUPERSEDED SURVEY CONTROL
 OW0067
 OW0067  NGVD 29 (??/??/92) 1436.908  (m)         4714.26   (f) ADJ UNCH    1 2
 OW0067
 OW0067.Superseded values are not recommended for survey control.
 OW0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0067.See file dsdata.txt to determine how the superseded data were derived.
 OW0067
 OW0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP304015(NAD 83)
 OW0067_MARKER: DB = BENCH MARK DISK
 OW0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0067_SP_SET: BRIDGE
 OW0067_STAMPING: 4713.675 J 22 1933
 OW0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0067
 OW0067  HISTORY     - Date     Condition        Report By
 OW0067  HISTORY     - 1933     MONUMENTED       CGS
 OW0067  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0067
 OW0067                          STATION DESCRIPTION
 OW0067
 OW0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0067'8 MI NW FROM BONNEVILLE.
 OW0067'ABOUT 8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OW0067'RAILROAD FROM BONNEVILLE, FREMONT COUNTY, AT BRIDGE 311.73 OVER TUFF
 OW0067'CREEK, AND IN THE TOP OF THE WEST SIDE OF THE SOUTH ABUTMENT.  A
 OW0067'STANDARD DISK, STAMPED 4713.675 J 22 1933.
 OW0067
 OW0067                          STATION RECOVERY (1982)
 OW0067
 OW0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0011 ***********************************************************************
 OW0011  DESIGNATION -  J 23
 OW0011  PID         -  OW0011
 OW0011  STATE/COUNTY-  WY/HOT SPRINGS
 OW0011  USGS QUAD   -  KIRBY (1985)
 OW0011
 OW0011                         *CURRENT SURVEY CONTROL
 OW0011  ___________________________________________________________________
 OW0011* NAD 83(1986)-  43 47 31.     (N)    108 10 21.     (W)     SCALED    
 OW0011* NAVD 88     -      1301.100  (meters)    4268.69   (feet)  ADJUSTED  
 OW0011  ___________________________________________________________________
 OW0011  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 OW0011  DYNAMIC HT  -        1300.426 (meters)    4266.48  (feet)  COMP
 OW0011  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 OW0011
 OW0011  VERT ORDER  -  FIRST     CLASS II
 OW0011
 OW0011.The horizontal coordinates were scaled from a topographic map and have
 OW0011.an estimated accuracy of +/- 6 seconds.
 OW0011
 OW0011.The orthometric height was determined by differential leveling
 OW0011.and adjusted by the National Geodetic Survey in June 1991..
 OW0011
 OW0011.The geoid height was determined by GEOID03.
 OW0011
 OW0011.The dynamic height is computed by dividing the NAVD 88
 OW0011.geopotential number by the normal gravity value computed on the
 OW0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0011.degrees latitude (g = 980.6199 gals.).
 OW0011
 OW0011.The modeled gravity was interpolated from observed gravity values.
 OW0011
 OW0011;                    North         East    Units  Estimated Accuracy
 OW0011;SPC WYWC     -   365,800.      646,480.      MT  (+/- 180 meters Scaled)
 OW0011
 OW0011                          SUPERSEDED SURVEY CONTROL
 OW0011
 OW0011  NGVD 29 (??/??/92) 1300.265  (m)         4265.95   (f) ADJ UNCH    1 2
 OW0011
 OW0011.Superseded values are not recommended for survey control.
 OW0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0011.See file dsdata.txt to determine how the superseded data were derived.
 OW0011
 OW0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP274526(NAD 83)
 OW0011_MARKER: DB = BENCH MARK DISK
 OW0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0011_SP_SET: BRIDGE
 OW0011_STAMPING: 4265.372 J 23 1933
 OW0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0011
 OW0011  HISTORY     - Date     Condition        Report By
 OW0011  HISTORY     - 1933     MONUMENTED       CGS
 OW0011  HISTORY     - 1982     GOOD             LOCSUR
 OW0011
 OW0011                          STATION DESCRIPTION
 OW0011
 OW0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0011'0.9 MI SE FROM KIRBY.
 OW0011'0.9 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OW0011'FROM KIRBY, HOT SPRINGS COUNTY, AT BRIDGE NO. 347.06, AT THE WEST
 OW0011'PIER, AND IN THE TOP OF THE SOUTH END OF THE BRIDGE SEAT.  A STANDARD
 OW0011'DISK, STAMPED 4265.372 J 23 1933.
 OW0011
 OW0011                          STATION RECOVERY (1982)
 OW0011
 OW0011'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 OW0011'THE RAILROAD BRIDGE HAS BEEN MODIFIED AND MARK IS DIFFICULT TO PLACE
 OW0011'LEVEL ROD ON CENTER OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0040 ***********************************************************************
 PX0040  DESIGNATION -  J 24
 PX0040  PID         -  PX0040
 PX0040  STATE/COUNTY-  WY/BIG HORN
 PX0040  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0040
 PX0040                         *CURRENT SURVEY CONTROL
 PX0040  ___________________________________________________________________
 PX0040* NAD 83(1986)-  44 21 43.     (N)    108 01 44.     (W)     SCALED    
 PX0040* NAVD 88     -      1182.369  (meters)    3879.16   (feet)  ADJUSTED  
 PX0040  ___________________________________________________________________
 PX0040  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 PX0040  DYNAMIC HT  -        1181.864 (meters)    3877.50  (feet)  COMP
 PX0040  MODELED GRAV-     980,150.6   (mgal)                       NAVD 88
 PX0040
 PX0040  VERT ORDER  -  FIRST     CLASS II
 PX0040
 PX0040.The horizontal coordinates were scaled from a topographic map and have
 PX0040.an estimated accuracy of +/- 6 seconds.
 PX0040
 PX0040.The orthometric height was determined by differential leveling
 PX0040.and adjusted by the National Geodetic Survey in June 1991..
 PX0040
 PX0040.The geoid height was determined by GEOID03.
 PX0040
 PX0040.The dynamic height is computed by dividing the NAVD 88
 PX0040.geopotential number by the normal gravity value computed on the
 PX0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0040.degrees latitude (g = 980.6199 gals.).
 PX0040
 PX0040.The modeled gravity was interpolated from observed gravity values.
 PX0040
 PX0040;                    North         East    Units  Estimated Accuracy
 PX0040;SPC WYEC     -   529,200.      344,560.      MT  (+/- 180 meters Scaled)
 PX0040
 PX0040                          SUPERSEDED SURVEY CONTROL
 PX0040
 PX0040  NGVD 29 (??/??/92) 1181.582  (m)         3876.57   (f) ADJ UNCH    1 2
 PX0040
 PX0040.Superseded values are not recommended for survey control.
 PX0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0040.See file dsdata.txt to determine how the superseded data were derived.
 PX0040
 PX0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ367163(NAD 83)
 PX0040_MARKER: DB = BENCH MARK DISK
 PX0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0040_SP_SET: ABUTMENT
 PX0040_STAMPING: 3876.101 J 24 1933
 PX0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0040
 PX0040  HISTORY     - Date     Condition        Report By
 PX0040  HISTORY     - 1933     MONUMENTED       CGS
 PX0040  HISTORY     - 1934     GOOD             NGS
 PX0040
 PX0040                          STATION DESCRIPTION
 PX0040
 PX0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0040'1.5 MI S FROM BASIN.
 PX0040'1.5 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PX0040'BASIN, BIG HORN COUNTY, AT BRIDGE NO. 394.87 OVER ANTELOPE CREEK, AND
 PX0040'IN THE TOP OF THE WEST SIDE OF THE NORTH CONCRETE ABUTMENT. A STANDARD
 PX0040'DISK, STAMPED 3876.101 J 24 1933.
 PX0040
 PX0040                          STATION RECOVERY (1934)
 PX0040
 PX0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0025 ***********************************************************************
 PX0025  DESIGNATION -  J 25
 PX0025  PID         -  PX0025
 PX0025  STATE/COUNTY-  WY/BIG HORN
 PX0025  USGS QUAD   -  LOVELL (1978)
 PX0025
 PX0025                         *CURRENT SURVEY CONTROL
 PX0025  ___________________________________________________________________
 PX0025* NAD 83(1986)-  44 50 36.     (N)    108 25 52.     (W)     SCALED    
 PX0025* NAVD 88     -      1181.541  (meters)    3876.44   (feet)  ADJUSTED  
 PX0025  ___________________________________________________________________
 PX0025  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 PX0025  DYNAMIC HT  -        1181.091 (meters)    3874.96  (feet)  COMP
 PX0025  MODELED GRAV-     980,196.8   (mgal)                       NAVD 88
 PX0025
 PX0025  VERT ORDER  -  FIRST     CLASS II
 PX0025
 PX0025.The horizontal coordinates were scaled from a topographic map and have
 PX0025.an estimated accuracy of +/- 6 seconds.
 PX0025
 PX0025.The orthometric height was determined by differential leveling
 PX0025.and adjusted by the National Geodetic Survey in June 1991..
 PX0025
 PX0025.The geoid height was determined by GEOID03.
 PX0025
 PX0025.The dynamic height is computed by dividing the NAVD 88
 PX0025.geopotential number by the normal gravity value computed on the
 PX0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0025.degrees latitude (g = 980.6199 gals.).
 PX0025
 PX0025.The modeled gravity was interpolated from observed gravity values.
 PX0025
 PX0025;                    North         East    Units  Estimated Accuracy
 PX0025;SPC WYEC     -   583,040.      313,210.      MT  (+/- 180 meters Scaled)
 PX0025
 PX0025                          SUPERSEDED SURVEY CONTROL
 PX0025
 PX0025  NGVD 29 (06/08/92) 1180.685  (m)         3873.63   (f) ADJUSTED    1 2
 PX0025
 PX0025.Superseded values are not recommended for survey control.
 PX0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0025.See file dsdata.txt to determine how the superseded data were derived.
 PX0025
 PX0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ030687(NAD 83)
 PX0025_MARKER: DB = BENCH MARK DISK
 PX0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0025_SP_SET: ABUTMENT
 PX0025_STAMPING: 3873.237 J 25 1933
 PX0025_MARK LOGO: CGS   
 PX0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0025
 PX0025  HISTORY     - Date     Condition        Report By
 PX0025  HISTORY     - 1933     MONUMENTED       CGS
 PX0025  HISTORY     - 1934     GOOD             NGS
 PX0025  HISTORY     - 1982     GOOD             NGS
 PX0025
 PX0025                          STATION DESCRIPTION
 PX0025
 PX0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0025'2.0 MI W FROM LOVELL.
 PX0025'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PX0025'LOVELL, BIG HORN COUNTY, AT BRIDGE NO. 444.00, AND IN THE TOP OF THE
 PX0025'NORTH SIDE OF THE WEST ABUTMENT.  A STANDARD DISK, STAMPED 3873.237 J
 PX0025'25 1933.
 PX0025
 PX0025                          STATION RECOVERY (1934)
 PX0025
 PX0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0025'RECOVERED IN GOOD CONDITION.
 PX0025
 PX0025                          STATION RECOVERY (1982)
 PX0025
 PX0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0025'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.8 KM (2.35
 PX0025'MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0025'NEVADA STREET IN LOVELL, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG A
 PX0025'PAVED ROAD, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG THE BURLINGTON
 PX0025'NORTHERN RAILROAD, IN TOP OF AND 0.8 METER (2.6 FT) SOUTHWEST OF THE
 PX0025'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 PX0025'OVERPASSING SAGE CREEK AND 2.2 METERS (7.2 FT) NORTHEAST OF THE NEAR
 PX0025'RAIL.
 PX0025'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0144 ***********************************************************************
 PX0144  DESIGNATION -  J 26
 PX0144  PID         -  PX0144
 PX0144  STATE/COUNTY-  WY/PARK
 PX0144  USGS QUAD   -  CORBETT DAM (1966)
 PX0144
 PX0144                         *CURRENT SURVEY CONTROL
 PX0144  ___________________________________________________________________
 PX0144* NAD 83(1986)-  44 33 56.     (N)    108 59 41.     (W)     SCALED    
 PX0144* NAVD 88     -      1465.737  (meters)    4808.84   (feet)  ADJUSTED  
 PX0144  ___________________________________________________________________
 PX0144  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 PX0144  DYNAMIC HT  -        1465.003 (meters)    4806.43  (feet)  COMP
 PX0144  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 PX0144
 PX0144  VERT ORDER  -  SECOND    CLASS 0
 PX0144
 PX0144.The horizontal coordinates were scaled from a topographic map and have
 PX0144.an estimated accuracy of +/- 6 seconds.
 PX0144
 PX0144.The orthometric height was determined by differential leveling
 PX0144.and adjusted by the National Geodetic Survey in June 1991..
 PX0144
 PX0144.The geoid height was determined by GEOID03.
 PX0144
 PX0144.The dynamic height is computed by dividing the NAVD 88
 PX0144.geopotential number by the normal gravity value computed on the
 PX0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0144.degrees latitude (g = 980.6199 gals.).
 PX0144
 PX0144.The modeled gravity was interpolated from observed gravity values.
 PX0144
 PX0144;                    North         East    Units  Estimated Accuracy
 PX0144;SPC WYWC     -   451,620.      580,560.      MT  (+/- 180 meters Scaled)
 PX0144
 PX0144                          SUPERSEDED SURVEY CONTROL
 PX0144
 PX0144  NGVD 29 (??/??/92) 1464.668  (m)         4805.33   (f) ADJ UNCH    2 0
 PX0144
 PX0144.Superseded values are not recommended for survey control.
 PX0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0144.See file dsdata.txt to determine how the superseded data were derived.
 PX0144
 PX0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ592366(NAD 83)
 PX0144_MARKER: DB = BENCH MARK DISK
 PX0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0144_SP_SET: ABUTMENT
 PX0144_STAMPING: 4804.898 J 26 1933
 PX0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0144
 PX0144  HISTORY     - Date     Condition        Report By
 PX0144  HISTORY     - 1933     MONUMENTED       CGS
 PX0144
 PX0144                          STATION DESCRIPTION
 PX0144
 PX0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0144'4.3 MI NE FROM CODY.
 PX0144'ABOUT 4.3 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0144'RAILROAD FROM CODY, PARK COUNTY, AT BRIDGE 38.47, AND IN THE TOP OF
 PX0144'THE EAST SIDE OF THE SOUTH ABUTMENT.  A STANDARD DISK, STAMPED
 PX0144'4804.898 J 26 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0132 ***********************************************************************
 OV0132  DESIGNATION -  J 26
 OV0132  PID         -  OV0132
 OV0132  STATE/COUNTY-  WY/NATRONA
 OV0132  USGS QUAD   -  WALTMAN NW (1952)
 OV0132
 OV0132                         *CURRENT SURVEY CONTROL
 OV0132  ___________________________________________________________________
 OV0132* NAD 83(1986)-  43 09 05.     (N)    107 11 44.     (W)     SCALED    
 OV0132* NAVD 88     -      1817.669  (meters)    5963.47   (feet)  POSTED    
 OV0132  ___________________________________________________________________
 OV0132  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 OV0132  DYNAMIC HT  -        1816.410 (meters)    5959.34  (feet)  COMP
 OV0132  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 OV0132
 OV0132  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0132
 OV0132.The horizontal coordinates were scaled from a topographic map and have
 OV0132.an estimated accuracy of +/- 6 seconds.
 OV0132
 OV0132.The orthometric height was determined by differential leveling
 OV0132.and adjusted by the National Geodetic Survey in 1992..
 OV0132.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0132.rate of 1.1 thru 2.0 mm/km.
 OV0132
 OV0132.The geoid height was determined by GEOID03.
 OV0132
 OV0132.The dynamic height is computed by dividing the NAVD 88
 OV0132.geopotential number by the normal gravity value computed on the
 OV0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0132.degrees latitude (g = 980.6199 gals.).
 OV0132
 OV0132.The modeled gravity was interpolated from observed gravity values.
 OV0132
 OV0132;                    North         East    Units  Estimated Accuracy
 OV0132;SPC WYEC     -   394,480.      411,210.      MT  (+/- 180 meters Scaled)
 OV0132
 OV0132                          SUPERSEDED SURVEY CONTROL
 OV0132
 OV0132  NGVD 29 (??/??/92) 1816.487  (m)         5959.59   (f) ADJ UNCH    1 2
 OV0132
 OV0132.Superseded values are not recommended for survey control.
 OV0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0132.See file dsdata.txt to determine how the superseded data were derived.
 OV0132
 OV0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH214799(NAD 83)
 OV0132_MARKER: DB = BENCH MARK DISK
 OV0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0132_STAMPING: J 26 1934
 OV0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0132+STABILITY: SURFACE MOTION
 OV0132
 OV0132  HISTORY     - Date     Condition        Report By
 OV0132  HISTORY     - 1934     MONUMENTED       CGS
 OV0132
 OV0132                          STATION DESCRIPTION
 OV0132
 OV0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0132'4.0 MI SE FROM ARMINTO.
 OV0132'4.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0132'FROM THE STATION AT ARMINTO, NATRONA COUNTY, ABOUT 2,175 FEET WEST OF
 OV0132'MILEPOST 256, AT THE WEST END OF A CUT, ABOUT 1,000 FEET EAST OF
 OV0132'CONCRETE CULVERT 256.58, 94.5 FEET NORTH OF THE NORTH RAIL, 3.0 FEET
 OV0132'SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4.0 FEET HIGHER THAN THE
 OV0132'TRACK.  A STANDARD DISK, STAMPED J 26 1934 AND SET IN THE TOP OF A
 OV0132'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0218 ***********************************************************************
 MO0218  DESIGNATION -  J 263
 MO0218  PID         -  MO0218
 MO0218  STATE/COUNTY-  WY/LARAMIE
 MO0218  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0218
 MO0218                         *CURRENT SURVEY CONTROL
 MO0218  ___________________________________________________________________
 MO0218* NAD 83(1986)-  41 00 15.     (N)    104 52 15.     (W)     SCALED    
 MO0218* NAVD 88     -      1874.164  (meters)    6148.82   (feet)  ADJUSTED  
 MO0218  ___________________________________________________________________
 MO0218  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 MO0218  DYNAMIC HT  -        1872.516 (meters)    6143.41  (feet)  COMP
 MO0218  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 MO0218
 MO0218  VERT ORDER  -  FIRST     CLASS II
 MO0218
 MO0218.The horizontal coordinates were scaled from a topographic map and have
 MO0218.an estimated accuracy of +/- 6 seconds.
 MO0218
 MO0218.The orthometric height was determined by differential leveling
 MO0218.and adjusted by the National Geodetic Survey in June 1991..
 MO0218
 MO0218.The geoid height was determined by GEOID03.
 MO0218
 MO0218.The dynamic height is computed by dividing the NAVD 88
 MO0218.geopotential number by the normal gravity value computed on the
 MO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0218.degrees latitude (g = 980.6199 gals.).
 MO0218
 MO0218.The modeled gravity was interpolated from observed gravity values.
 MO0218
 MO0218;                    North         East    Units  Estimated Accuracy
 MO0218;SPC WY E     -    56,030.      224,890.      MT  (+/- 180 meters Scaled)
 MO0218
 MO0218                          SUPERSEDED SURVEY CONTROL
 MO0218
 MO0218  NGVD 29 (??/??/92) 1873.101  (m)         6145.33   (f) ADJ UNCH    1 2
 MO0218
 MO0218.Superseded values are not recommended for survey control.
 MO0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0218.See file dsdata.txt to determine how the superseded data were derived.
 MO0218
 MO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF108392(NAD 83)
 MO0218_MARKER: DB = BENCH MARK DISK
 MO0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0218_STAMPING: J 263 1939
 MO0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0218+STABILITY: SURFACE MOTION
 MO0218
 MO0218  HISTORY     - Date     Condition        Report By
 MO0218  HISTORY     - 1939     MONUMENTED       CGS
 MO0218  HISTORY     - 1956     GOOD             NGS
 MO0218
 MO0218                          STATION DESCRIPTION
 MO0218
 MO0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0218'12 MI S FROM CHEYENNE.
 MO0218'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0218'STATION AT CHEYENNE, THENCE 0.1 MILE SOUTHEAST ALONG A DRIT
 MO0218'ROAD, THENCE 7.85 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD,
 MO0218'0.6 MILE SOUTH OF THE SECTION FOREMANS HOUSE AT GLEASON, 9 1/2
 MO0218'RAILS SOUTHEAST OF THE SOUTHEAST END OF A SIDE TRACK, 80.2 FEET
 MO0218'SOUTHWEST OF THE SOUTHWEST RAIL, 14.6 FEET NORTHWEST OF THE
 MO0218'1ST POLE NORTHWEST OF MILEPOST 94, 17.7 FEET NORTHEAST OF A
 MO0218'FENCE, 0.5 FOOT NORTHEAST OF A WITNESS POST, 0.3 MILE NORTHWEST
 MO0218'OF A COLORADO AND WYOMING STATE LINE MARKER, SET IN THE TOP OF
 MO0218'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN
 MO0218'THE SOUTHEAST 1/4 OF SECTION 15, TOWNSHIP 12 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0080 ***********************************************************************
 OW0080  DESIGNATION -  J 27
 OW0080  PID         -  OW0080
 OW0080  STATE/COUNTY-  WY/FREMONT
 OW0080  USGS QUAD   -  BONNEVILLE (1980)
 OW0080
 OW0080                         *CURRENT SURVEY CONTROL
 OW0080  ___________________________________________________________________
 OW0080* NAD 83(1986)-  43 16 08.     (N)    108 00 06.     (W)     SCALED    
 OW0080* NAVD 88     -      1497.285  (meters)    4912.34   (feet)  ADJUSTED  
 OW0080  ___________________________________________________________________
 OW0080  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OW0080  DYNAMIC HT  -        1496.334 (meters)    4909.22  (feet)  COMP
 OW0080  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 OW0080
 OW0080  VERT ORDER  -  FIRST     CLASS II
 OW0080
 OW0080.The horizontal coordinates were scaled from a topographic map and have
 OW0080.an estimated accuracy of +/- 6 seconds.
 OW0080
 OW0080.The orthometric height was determined by differential leveling
 OW0080.and adjusted by the National Geodetic Survey in June 1991..
 OW0080
 OW0080.The geoid height was determined by GEOID03.
 OW0080
 OW0080.The dynamic height is computed by dividing the NAVD 88
 OW0080.geopotential number by the normal gravity value computed on the
 OW0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0080.degrees latitude (g = 980.6199 gals.).
 OW0080
 OW0080.The modeled gravity was interpolated from observed gravity values.
 OW0080
 OW0080;                    North         East    Units  Estimated Accuracy
 OW0080;SPC WYWC     -   307,800.      660,750.      MT  (+/- 180 meters Scaled)
 OW0080
 OW0080                          SUPERSEDED SURVEY CONTROL
 OW0080
 OW0080  NGVD 29 (??/??/92) 1496.323  (m)         4909.19   (f) ADJ UNCH    1 2
 OW0080
 OW0080.Superseded values are not recommended for survey control.
 OW0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0080.See file dsdata.txt to determine how the superseded data were derived.
 OW0080
 OW0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN433950(NAD 83)
 OW0080_MARKER: DB = BENCH MARK DISK
 OW0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0080_SP_SET: CULVERT
 OW0080_STAMPING: J 27 1934
 OW0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0080
 OW0080  HISTORY     - Date     Condition        Report By
 OW0080  HISTORY     - 1934     MONUMENTED       CGS
 OW0080  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0080
 OW0080                          STATION DESCRIPTION
 OW0080
 OW0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0080'3.7 MI E FROM BONNEVILLE.
 OW0080'ABOUT 3.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OW0080'FROM THE STATION AT BONNEVILLE, FREMONT COUNTY, ABOUT 0.7 MILE WEST OF
 OW0080'MILEPOST 300, AT 8- BY 8-FOOT CONCRETE CULVERT 300.73, IN THE TOP OF
 OW0080'THE EAST END OF THE SOUTH HEAD WALL, 14 FEET SOUTH OF THE SOUTH RAIL,
 OW0080'AND 3.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 27
 OW0080'1934.
 OW0080
 OW0080                          STATION RECOVERY (1982)
 OW0080
 OW0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0007 ***********************************************************************
 NS0007  DESIGNATION -  J 28
 NS0007  PID         -  NS0007
 NS0007  STATE/COUNTY-  WY/FREMONT
 NS0007  USGS QUAD   -  MYERS RANCH (1951)
 NS0007
 NS0007                         *CURRENT SURVEY CONTROL
 NS0007  ___________________________________________________________________
 NS0007* NAD 83(1993)-  42 33 57.29109(N)    108 02 28.78607(W)     ADJUSTED  
 NS0007* NAVD 88     -      2051.319  (meters)    6730.04   (feet)  ADJUSTED  
 NS0007  ___________________________________________________________________
 NS0007  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 NS0007  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 NS0007  DYNAMIC HT  -        2049.822 (meters)    6725.12  (feet)  COMP
 NS0007  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 NS0007
 NS0007  HORZ ORDER  -  THIRD
 NS0007  VERT ORDER  -  SECOND    CLASS 0
 NS0007
 NS0007.The horizontal coordinates were established by classical geodetic methods
 NS0007.and adjusted by the National Geodetic Survey in January 1997..
 NS0007
 NS0007.The orthometric height was determined by differential leveling
 NS0007.and adjusted by the National Geodetic Survey in June 1991..
 NS0007
 NS0007.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0007
 NS0007.The geoid height was determined by GEOID03.
 NS0007
 NS0007.The dynamic height is computed by dividing the NAVD 88
 NS0007.geopotential number by the normal gravity value computed on the
 NS0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0007.degrees latitude (g = 980.6199 gals.).
 NS0007
 NS0007.The modeled gravity was interpolated from observed gravity values.
 NS0007
 NS0007;                    North         East     Units Scale Factor Converg.
 NS0007;SPC WYWC     -   229,678.269   658,187.288   MT  0.99997914   +0 28 45.8
 NS0007;UTM  12      - 4,716,855.637   742,856.350   MT  1.00032570   +2 00 08.4
 NS0007;UTM  13      - 4,717,096.186   250,358.222   MT  1.00036682   -2 03 30.0
 NS0007
 NS0007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0007!SPC WYWC     -   0.99968038  x   0.99997914  =   0.99965953
 NS0007!UTM  12      -   0.99968038  x   1.00032570  =   1.00000598
 NS0007!UTM  13      -   0.99968038  x   1.00036682  =   1.00004708
 NS0007
 NS0007:                Primary Azimuth Mark                     Grid Az
 NS0007:SPC WYWC     -  MEYERS                                   310 28 31.1
 NS0007:UTM  12      -  MEYERS                                   308 57 08.5
 NS0007:UTM  13      -  MEYERS                                   313 00 46.9
 NS0007
 NS0007|---------------------------------------------------------------------|
 NS0007| PID    Reference Object                     Distance      Geod. Az  |
 NS0007|                                                           dddmmss.s |
 NS0007| NS0163 MEYERS                              APPROX.11.5 KM 3105716.9 |
 NS0007|---------------------------------------------------------------------|
 NS0007
 NS0007                          SUPERSEDED SURVEY CONTROL
 NS0007
 NS0007  NAD 83(1986)-  42 33 57.27762(N)    108 02 28.78750(W) AD(       ) 3
 NS0007  NAD 27      -  42 33 57.43209(N)    108 02 26.47343(W) AD(       ) 3
 NS0007  NGVD 29 (??/??/92) 2050.243  (m)         6726.51   (f) ADJ UNCH    2 0
 NS0007
 NS0007.Superseded values are not recommended for survey control.
 NS0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0007.See file dsdata.txt to determine how the superseded data were derived.
 NS0007
 NS0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN4285616856(NAD 83)
 NS0007_MARKER: DB = BENCH MARK DISK
 NS0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0007_STAMPING: J 28 1934
 NS0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0007+STABILITY: SURFACE MOTION
 NS0007
 NS0007  HISTORY     - Date     Condition        Report By
 NS0007  HISTORY     - 1934     MONUMENTED       CGS
 NS0007  HISTORY     - 1949     GOOD             USGS
 NS0007
 NS0007                          STATION DESCRIPTION
 NS0007
 NS0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0007'7.7 MI E FROM HUDSON.
 NS0007'7.7 MI EAST ALONG U.S. HIGHWAY 287 FROM SWEETWATER STATION,
 NS0007'FREMONT COUNTY, 7.3 MI EAST OF BRIDGE OVER SWEETWATER RIVER, MIDWAY
 NS0007'BETWEEN TWO CURVES, AND 45 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NS0007'HIGHWAY.  A STANDARD DISK, STAMPED J 28 1934 AND SET IN THE TOP OF A
 NS0007'CONCRETE POST.
 NS0007
 NS0007                          STATION RECOVERY (1949)
 NS0007
 NS0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 NS0007'STATION LOCATED ABOUT 40 MI. SE. OF LANDER, WYOMING, 7 MI. N. OF
 NS0007'BRIDGE OVER SWEETWATER RIVER ON U.S. HIGHWAY 287 AND 16 MI. SE. OF
 NS0007'SANDRAW, WYOMING.
 NS0007'
 NS0007'TO REACH FROM POST OFFICE IN LANDER, WYOMING GO S. 1 BLK. TO MAIN ST.,
 NS0007'TURN LEFT AND GO SW.ON U.S.HIGHWAY 287 FOR 7.4 MI.TO JUNCTION OF SOUTH
 NS0007'PASS RD.TAKE LEFT FORK AND CONTINUE SW.ON U.S. HIGHWAY 287 FOR 25.9
 NS0007'MI.TO TOP OF BEAVER RIM AND JUNCTION OF RD. N. CONTINUE ON U.S.HIGHWAY
 NS0007'287 FOR 6.1 MI.TO JUNCTION OF RD.W.-SANDRAW RD.-CONTINUE ON U.S.
 NS0007'HIGHWAY 287 FOR 0.5 MI.TO BRIDGE OVER SWEETWATER RIVER.CONTINUE 0.3 MI
 NS0007'TO X-RDS. TURN LEFT ALONG OLD HIGHWAY. FOR 7.2 MI.STATION LIES 45 FT.
 NS0007'S. OF CENTER OF RD.
 NS0007'
 NS0007'STATION MARK - STANDARD USC AND GS BENCH MARK DISK STAMPED ---J 28
 NS0007'1934--- SET IN TOP OF CONCRETE POST.
 NS0007'
 NS0007'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER SET IN TOP OF CONCRETE
 NS0007'POST.  88.05 FT. N. OF STATION MARK AND 43.05 FT. N. OF CENTER OF RD.,
 NS0007'S 22 DEG 22 MIN E.
 NS0007'
 NS0007'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER SET IN TOP OF CONCRETE
 NS0007'POST, 46.59 FT. E. OF STATION MARK, S 79 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0112 ***********************************************************************
 MQ0112  DESIGNATION -  J 3
 MQ0112  PID         -  MQ0112
 MQ0112  STATE/COUNTY-  WY/SWEETWATER
 MQ0112  USGS QUAD   -  THAYER JUNCTION (1978)
 MQ0112
 MQ0112                         *CURRENT SURVEY CONTROL
 MQ0112  ___________________________________________________________________
 MQ0112* NAD 83(1993)-  41 40 03.40434(N)    108 57 21.88580(W)     ADJUSTED  
 MQ0112* NAVD 88     -      1950.098  (meters)    6397.95   (feet)  POSTED    
 MQ0112  ___________________________________________________________________
 MQ0112  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 MQ0112  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MQ0112  DYNAMIC HT  -        1948.490 (meters)    6392.67  (feet)  COMP
 MQ0112  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 MQ0112
 MQ0112  HORZ ORDER  -  SECOND
 MQ0112  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MQ0112
 MQ0112.The horizontal coordinates were established by classical geodetic methods
 MQ0112.and adjusted by the National Geodetic Survey in January 1997..
 MQ0112
 MQ0112.The orthometric height was determined by differential leveling
 MQ0112.and adjusted by the National Geodetic Survey in 1992..
 MQ0112.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MQ0112.rate of 0.0 thru 1.0 mm/km.
 MQ0112
 MQ0112.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0112
 MQ0112.The geoid height was determined by GEOID03.
 MQ0112
 MQ0112.The dynamic height is computed by dividing the NAVD 88
 MQ0112.geopotential number by the normal gravity value computed on the
 MQ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0112.degrees latitude (g = 980.6199 gals.).
 MQ0112
 MQ0112.The modeled gravity was interpolated from observed gravity values.
 MQ0112
 MQ0112;                    North         East     Units Scale Factor Converg.
 MQ0112;SPC WYWC     -   129,682.222   582,838.669   MT  0.99994112   -0 08 13.2
 MQ0112;UTM  12      - 4,614,890.809   670,154.946   MT  0.99995630   +1 21 32.9
 MQ0112
 MQ0112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0112!SPC WYWC     -   0.99969642  x   0.99994112  =   0.99963756
 MQ0112!UTM  12      -   0.99969642  x   0.99995630  =   0.99965273
 MQ0112
 MQ0112:                Primary Azimuth Mark                     Grid Az
 MQ0112:SPC WYWC     -  SALT LAKE OMAHA SITE 17 BCN              070 05 59.0
 MQ0112:UTM  12      -  SALT LAKE OMAHA SITE 17 BCN              068 36 12.9
 MQ0112
 MQ0112|---------------------------------------------------------------------|
 MQ0112| PID    Reference Object                     Distance      Geod. Az  |
 MQ0112|                                                           dddmmss.s |
 MQ0112| MQ0449 SALT LAKE OMAHA SITE 17 BCN         APPROX. 1.3 KM 0695745.8 |
 MQ0112| MQ0462 SALT LAKE OMAHA SITE 16 BCN         APPROX.17.7 KM 2594831.0 |
 MQ0112|---------------------------------------------------------------------|
 MQ0112
 MQ0112                          SUPERSEDED SURVEY CONTROL
 MQ0112
 MQ0112  NAD 83(1986)-  41 40 03.39628(N)    108 57 21.87741(W) AD(       ) 2
 MQ0112  NAD 27      -  41 40 03.52800(N)    108 57 19.45800(W) AD(       ) 2
 MQ0112  NGVD 29 (07/19/86) 1948.86   (m)         6393.9    (f) LEVELING    3  
 MQ0112
 MQ0112.Superseded values are not recommended for survey control.
 MQ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0112.See file dsdata.txt to determine how the superseded data were derived.
 MQ0112
 MQ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM7015514891(NAD 83)
 MQ0112_MARKER: Q = CHISELED SQUARE
 MQ0112_SETTING: 0 = UNSPECIFIED SETTING
 MQ0112_SP_SET: LIMESTONE POST
 MQ0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0112
 MQ0112  HISTORY     - Date     Condition        Report By
 MQ0112  HISTORY     - 1931     MONUMENTED       CGS
 MQ0112  HISTORY     - 1942     GOOD             CGS
 MQ0112  HISTORY     - 1956     MARK NOT FOUND   NGS
 MQ0112  HISTORY     - 1958     MARK NOT FOUND   CGS
 MQ0112
 MQ0112                          STATION DESCRIPTION
 MQ0112
 MQ0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 MQ0112'ABOUT 2 MILES EAST OF SALT WELLS STATION ON UNION PACIFIC
 MQ0112'RAILROAD, ABOUT IN CENTRAL PART OF FIRST CURVE IN RAILROAD
 MQ0112'EAST OF SALT WELLS, ABOUT 30 FEET SOUTH OF SOUTH RIGHT-OF-WAY
 MQ0112'FENCE, ABOUT 30 FEET EAST OF SIXTH TELEGRAPH POLE EAST OF MILE
 MQ0112'POLE NO. 787, AND IN SOUTHWEST CORNER OF T. 20 N., R. 102 W.
 MQ0112'TO REACH FROM WATER PURIFICATION PLANT ON EAST EDGE OF ROCK
 MQ0112'SPRINGS GO EAST 15.1 MILES ON LINCOLN HIGHWAY (U.S. HIGHWAY 30)
 MQ0112'TO POINT WHERE ROAD CROSSES RAILROAD RIGHT-OF-WAY.  STATION
 MQ0112'IS SOUTH OF THIS CROSSING.  MARKED BY SMALL SQUARE CHISELED
 MQ0112'IN TOP OF STONE POST ABOUT 8 INCHES SQUARE PROJECTING ABOUT
 MQ0112'4 INCHES ABOVE SURFACE OF GROUND.
 MQ0112
 MQ0112                          STATION RECOVERY (1942)
 MQ0112
 MQ0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LVE)
 MQ0112'RECOVERED, MARK FOUND IN GOOD CONDITION.  TO REACH FROM WATER
 MQ0112'PURIFICATION PLANT ON EAST EDGE OF ROCK SPRINGS GO EAST 15.1
 MQ0112'MILES ON U.S. HIGHWAY 30 TO POINT OPPOSITE FIRST CURVE IN
 MQ0112'RAILROAD EAST OF SALT WELLS - HIGHWAY HAS BEEN RELOCATED, DOES
 MQ0112'NOT CROSS RAILROAD RIGHT-OF-WAY.  STATION IS SOUTH OF CURVE IN
 MQ0112'HIGHWAY AT THIS POINT.  LOCATED WITH RESPECT TO RAILROAD CURVE,
 MQ0112'MILE POLE NO. 787, AND SOUTH RIGHT-OF-WAY FENCE AS GIVEN IN
 MQ0112'ORIGINAL DESCRIPTION.
 MQ0112
 MQ0112                          STATION RECOVERY (1956)
 MQ0112
 MQ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MQ0112'2.0 MI E FROM SALT WELLS.
 MQ0112'2.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0112'SALT WELLS, SWEETWATER COUNTY, 15.1 MILES EAST OF THE
 MQ0112'WATER-PURIFICATION PLANT AT ROCK SPRINGS, 30 FEET EAST OF THE SIXTH
 MQ0112'POLE EAST OF MILEPOST 787, AT A POINT OF U.S. HIGHWAY 30 OPPOSITE THE
 MQ0112'FIRST CURVE IN THE RAILROAD EAST OF SALT WELLS, NEAR THE MIDDLE OF THE
 MQ0112'CURVE, AND 30 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.  THE BOTTOM
 MQ0112'OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM IN THE TOP OF A
 MQ0112'LIMESTONE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- IT HAS
 MQ0112'PROBABLY BEEN DESTROYED OR IS UNDER A FILL.
 MQ0112
 MQ0112                          STATION RECOVERY (1958)
 MQ0112
 MQ0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 MQ0112'NOT RECOVERED, STATION BELIEVED DESTROYED BY RAILROAD RELOCATION.
 MQ0112'RAILROAD WAS MOVED TO THE SOUTH ABOUT 30 TO 50 FEET AND EXTENSIVE
 MQ0112'GRADING DONE.  STATION BELIEVE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0280 ***********************************************************************
 MP0280  DESIGNATION -  J 30
 MP0280  PID         -  MP0280
 MP0280  STATE/COUNTY-  WY/CARBON
 MP0280  USGS QUAD   -  RENDLE HILL (1983)
 MP0280
 MP0280                         *CURRENT SURVEY CONTROL
 MP0280  ___________________________________________________________________
 MP0280* NAD 83(1986)-  41 58 30.     (N)    107 21 19.     (W)     SCALED    
 MP0280* NAVD 88     -      2023.518  (meters)    6638.83   (feet)  ADJUSTED  
 MP0280  ___________________________________________________________________
 MP0280  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 MP0280  DYNAMIC HT  -        2021.850 (meters)    6633.35  (feet)  COMP
 MP0280  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 MP0280
 MP0280  VERT ORDER  -  FIRST     CLASS II
 MP0280
 MP0280.The horizontal coordinates were scaled from a topographic map and have
 MP0280.an estimated accuracy of +/- 6 seconds.
 MP0280
 MP0280.The orthometric height was determined by differential leveling
 MP0280.and adjusted by the National Geodetic Survey in June 1991..
 MP0280.WARNING-Repeat measurements at this control monument indicate possible
 MP0280.vertical movement.
 MP0280
 MP0280.The geoid height was determined by GEOID03.
 MP0280
 MP0280.The dynamic height is computed by dividing the NAVD 88
 MP0280.geopotential number by the normal gravity value computed on the
 MP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0280.degrees latitude (g = 980.6199 gals.).
 MP0280
 MP0280.The modeled gravity was interpolated from observed gravity values.
 MP0280
 MP0280;                    North         East    Units  Estimated Accuracy
 MP0280;SPC WYEC     -   263,800.      398,180.      MT  (+/- 180 meters Scaled)
 MP0280
 MP0280                          SUPERSEDED SURVEY CONTROL
 MP0280
 MP0280  NGVD 29 (06/08/92) 2022.388  (m)         6635.12   (f) ADJUSTED    1 2
 MP0280
 MP0280.Superseded values are not recommended for survey control.
 MP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0280.See file dsdata.txt to determine how the superseded data were derived.
 MP0280
 MP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG048496(NAD 83)
 MP0280_MARKER: DB = BENCH MARK DISK
 MP0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0280_STAMPING: J 30 1933
 MP0280_MARK LOGO: CGS   
 MP0280_PROJECTION: PROJECTING 15 CENTIMETERS
 MP0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0280+STABILITY: SURFACE MOTION
 MP0280
 MP0280  HISTORY     - Date     Condition        Report By
 MP0280  HISTORY     - 1933     MONUMENTED       CGS
 MP0280  HISTORY     - 1955     GOOD             USGS
 MP0280  HISTORY     - 1982     GOOD             NGS
 MP0280
 MP0280                          STATION DESCRIPTION
 MP0280
 MP0280'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MP0280'14.7 MI N FROM RAWLINS.
 MP0280'14.7 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MP0280'RAWLINS, CARBON COUNTY, AT THE POINT WHERE TWO ROADS ENTERED THE OLD
 MP0280'HIGHWAY, 515 FEET SOUTHEAST OF THE INTERSECTION OF THE BELL SPRING
 MP0280'ROAD AND THE NEW HIGHWAY, AND 350 FEET EAST OF THE CENTER LINE OF THE
 MP0280'NEW HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 MP0280'ABOVE GROUND.
 MP0280
 MP0280                          STATION RECOVERY (1982)
 MP0280
 MP0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MP0280'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.4 KM
 MP0280'(15.15 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 MP0280'U.S. HIGHWAY 30 IN RAWLINS, 0.2 KM (0.1 MI) SOUTH OF BELL SPRING ROAD
 MP0280'LEADING NORTHWEST, 106.7 METERS (350.1 FT) EAST OF THE CENTERLINE OF
 MP0280'THE HIGHWAY, 100.9 METERS (331.0 FT) EAST OF MILEPOST 15, 76.5 METERS
 MP0280'(251.0 FT) EAST OF A FENCE AND 21.1 METERS (69.2 FT) EAST OF THE
 MP0280'CENTER OF A TRACK ROAD.
 MP0280'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MP0280'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0188 ***********************************************************************
 NR0188  DESIGNATION -  J 31
 NR0188  PID         -  NR0188
 NR0188  STATE/COUNTY-  WY/NATRONA
 NR0188  USGS QUAD   -  INDEPENDENCE ROCK (1981)
 NR0188
 NR0188                         *CURRENT SURVEY CONTROL
 NR0188  ___________________________________________________________________
 NR0188* NAD 83(1986)-  42 28 34.     (N)    107 08 53.     (W)     SCALED    
 NR0188* NAVD 88     -      1820.129  (meters)    5971.54   (feet)  ADJUSTED  
 NR0188  ___________________________________________________________________
 NR0188  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 NR0188  DYNAMIC HT  -        1818.893 (meters)    5967.48  (feet)  COMP
 NR0188  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 NR0188
 NR0188  VERT ORDER  -  FIRST     CLASS II
 NR0188
 NR0188.The horizontal coordinates were scaled from a topographic map and have
 NR0188.an estimated accuracy of +/- 6 seconds.
 NR0188
 NR0188.The orthometric height was determined by differential leveling
 NR0188.and adjusted by the National Geodetic Survey in June 1991..
 NR0188
 NR0188.The geoid height was determined by GEOID03.
 NR0188
 NR0188.The dynamic height is computed by dividing the NAVD 88
 NR0188.geopotential number by the normal gravity value computed on the
 NR0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0188.degrees latitude (g = 980.6199 gals.).
 NR0188
 NR0188.The modeled gravity was interpolated from observed gravity values.
 NR0188
 NR0188;                    North         East    Units  Estimated Accuracy
 NR0188;SPC WYEC     -   319,480.      415,230.      MT  (+/- 180 meters Scaled)
 NR0188
 NR0188                          SUPERSEDED SURVEY CONTROL
 NR0188
 NR0188  NGVD 29 (??/??/92) 1819.201  (m)         5968.50   (f) ADJ UNCH    1 2
 NR0188
 NR0188.Superseded values are not recommended for survey control.
 NR0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0188.See file dsdata.txt to determine how the superseded data were derived.
 NR0188
 NR0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH234048(NAD 83)
 NR0188_MARKER: DB = BENCH MARK DISK
 NR0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0188_STAMPING: J 31 1933
 NR0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0188+STABILITY: SURFACE MOTION
 NR0188
 NR0188  HISTORY     - Date     Condition        Report By
 NR0188  HISTORY     - 1933     MONUMENTED       CGS
 NR0188  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0188
 NR0188                          STATION DESCRIPTION
 NR0188
 NR0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0188'17.6 MI NE FROM THREE FORKS.
 NR0188'IN NATRONA COUNTY, 17.6 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM
 NR0188'THREE FORKS, CARBON COUNTY, 142.5 FEET NORTH OF THE NORTHWEST CORNER
 NR0188'OF A WOODEN BRIDGE OVER A DRY GULCH, 52.5 FEET WEST OF THE CENTER LINE
 NR0188'OF THE HIGHWAY, AND 3.3 FEET EAST OF A WIRE FENCE.  A STANDARD DISK,
 NR0188'STAMPED J 31 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NR0188'INCHES ABOVE GROUND.
 NR0188
 NR0188                          STATION RECOVERY (1982)
 NR0188
 NR0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0136 ***********************************************************************
 MO0136  DESIGNATION -  J 311
 MO0136  PID         -  MO0136
 MO0136  STATE/COUNTY-  WY/LARAMIE
 MO0136  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0136
 MO0136                         *CURRENT SURVEY CONTROL
 MO0136  ___________________________________________________________________
 MO0136* NAD 83(1986)-  41 06 33.     (N)    104 52 26.     (W)     SCALED    
 MO0136* NAVD 88     -      1888.276  (meters)    6195.12   (feet)  ADJUSTED  
 MO0136  ___________________________________________________________________
 MO0136  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 MO0136  DYNAMIC HT  -        1886.619 (meters)    6189.68  (feet)  COMP
 MO0136  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 MO0136
 MO0136  VERT ORDER  -  FIRST     CLASS II
 MO0136
 MO0136.The horizontal coordinates were scaled from a topographic map and have
 MO0136.an estimated accuracy of +/- 6 seconds.
 MO0136
 MO0136.The orthometric height was determined by differential leveling
 MO0136.and adjusted by the National Geodetic Survey in June 1991..
 MO0136
 MO0136.The geoid height was determined by GEOID03.
 MO0136
 MO0136.The dynamic height is computed by dividing the NAVD 88
 MO0136.geopotential number by the normal gravity value computed on the
 MO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0136.degrees latitude (g = 980.6199 gals.).
 MO0136
 MO0136.The modeled gravity was interpolated from observed gravity values.
 MO0136
 MO0136;                    North         East    Units  Estimated Accuracy
 MO0136;SPC WY E     -    67,690.      224,590.      MT  (+/- 180 meters Scaled)
 MO0136
 MO0136                          SUPERSEDED SURVEY CONTROL
 MO0136
 MO0136  NGVD 29 (??/??/92) 1887.266  (m)         6191.81   (f) ADJ UNCH    1 2
 MO0136
 MO0136.Superseded values are not recommended for survey control.
 MO0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0136.See file dsdata.txt to determine how the superseded data were derived.
 MO0136
 MO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF105508(NAD 83)
 MO0136_MARKER: DB = BENCH MARK DISK
 MO0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0136_STAMPING: J 311 1939
 MO0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0136+STABILITY: SURFACE MOTION
 MO0136
 MO0136  HISTORY     - Date     Condition        Report By
 MO0136  HISTORY     - 1939     MONUMENTED       CGS
 MO0136  HISTORY     - 1947     GOOD             NGS
 MO0136  HISTORY     - 1956     MARK NOT FOUND   NGS
 MO0136
 MO0136                          STATION DESCRIPTION
 MO0136
 MO0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0136'3.6 MI W FROM CHEYENNE.
 MO0136'3.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0136'AT CHEYENNE, 1.05 MILE EAST OF CORLETT JUNCTION, AT THE TOP OF A
 MO0136'SMALL HILL, 75.0 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND
 MO0136'TRACK OF THE MAIN LINE TRACKS, 56.0 FEET SOUTH OF THE SOUTH
 MO0136'RAIL OF THE DENVER BRANCH TRACK, 22.5 FEET NORTH OF THE SOUTH
 MO0136'RIGHT-OF-WAY FENCE, 10.0 FEET WEST OF MILE POST NO. 513, 2.0 FEET
 MO0136'EAST OF A REFERENCE POST, SET IN A CONCRETE POST IN LINE WITH A
 MO0136'ROW OF TELEPHONE POLES, ABOUT 3 FEET ABOVE THE TRACKS AND 0.5
 MO0136'FOOT UNDERGROUND.
 MO0136
 MO0136                          STATION RECOVERY (1956)
 MO0136
 MO0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MO0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0198 ***********************************************************************
 OX0198  DESIGNATION -  J 312
 OX0198  PID         -  OX0198
 OX0198  STATE/COUNTY-  WY/TETON
 OX0198  USGS QUAD   -  SHADOW MOUNTAIN (1996)
 OX0198
 OX0198                         *CURRENT SURVEY CONTROL
 OX0198  ___________________________________________________________________
 OX0198* NAD 83(1986)-  43 38 25.     (N)    110 31 05.     (W)     SCALED    
 OX0198* NAVD 88     -      2140.107  (meters)    7021.33   (feet)  ADJUSTED  
 OX0198  ___________________________________________________________________
 OX0198  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 OX0198  DYNAMIC HT  -        2138.646 (meters)    7016.54  (feet)  COMP
 OX0198  MODELED GRAV-     979,859.6   (mgal)                       NAVD 88
 OX0198
 OX0198  VERT ORDER  -  SECOND    CLASS 0
 OX0198
 OX0198.The horizontal coordinates were scaled from a topographic map and have
 OX0198.an estimated accuracy of +/- 6 seconds.
 OX0198
 OX0198.The orthometric height was determined by differential leveling
 OX0198.and adjusted by the National Geodetic Survey in June 1991..
 OX0198
 OX0198.The geoid height was determined by GEOID03.
 OX0198
 OX0198.The dynamic height is computed by dividing the NAVD 88
 OX0198.geopotential number by the normal gravity value computed on the
 OX0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0198.degrees latitude (g = 980.6199 gals.).
 OX0198
 OX0198.The modeled gravity was interpolated from observed gravity values.
 OX0198
 OX0198;                    North         East    Units  Estimated Accuracy
 OX0198;SPC WY W     -   448,880.      764,930.      MT  (+/- 180 meters Scaled)
 OX0198
 OX0198                          SUPERSEDED SURVEY CONTROL
 OX0198
 OX0198  NGVD 29 (??/??/92) 2138.766  (m)         7016.93   (f) ADJ UNCH    2 0
 OX0198
 OX0198.Superseded values are not recommended for survey control.
 OX0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0198.See file dsdata.txt to determine how the superseded data were derived.
 OX0198
 OX0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP388320(NAD 83)
 OX0198_MARKER: DB = BENCH MARK DISK
 OX0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0198_STAMPING: J 312 1946
 OX0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0198+STABILITY: SURFACE MOTION
 OX0198
 OX0198  HISTORY     - Date     Condition        Report By
 OX0198  HISTORY     - 1946     MONUMENTED       CGS
 OX0198
 OX0198                          STATION DESCRIPTION
 OX0198
 OX0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0198'7.55 MI E FROM KELLY.
 OX0198'ALONG GROS VENTRE RIVER ROAD, ABOUT 7.55 MILES EAST OF KELLY POST
 OX0198'OFFICE (BY ROAD), SET IN CONCRETE POST 17 FEET NORTH OF CENTER LINE OF
 OX0198'ROAD, 23.6 FEET WEST OF NORTH END OF IRON PIPE CULVERT UNDER ROAD, 2.2
 OX0198'FEET EAST OF WITNESS POST.  STANDARD BRONZE DISK, SET IN CONCRETE
 OX0198'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0146 ***********************************************************************
 OX0146  DESIGNATION -  J 313
 OX0146  PID         -  OX0146
 OX0146  STATE/COUNTY-  WY/LINCOLN
 OX0146  USGS QUAD   -  FERRY PEAK (1996)
 OX0146
 OX0146                         *CURRENT SURVEY CONTROL
 OX0146  ___________________________________________________________________
 OX0146* NAD 83(1986)-  43 08 15.     (N)    110 53 58.     (W)     SCALED    
 OX0146* NAVD 88     -      1803.277  (meters)    5916.25   (feet)  ADJUSTED  
 OX0146  ___________________________________________________________________
 OX0146  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 OX0146  DYNAMIC HT  -        1802.038 (meters)    5912.19  (feet)  COMP
 OX0146  MODELED GRAV-     979,869.6   (mgal)                       NAVD 88
 OX0146
 OX0146  VERT ORDER  -  SECOND    CLASS 0
 OX0146
 OX0146.The horizontal coordinates were scaled from a topographic map and have
 OX0146.an estimated accuracy of +/- 6 seconds.
 OX0146
 OX0146.The orthometric height was determined by differential leveling
 OX0146.and adjusted by the National Geodetic Survey in June 1991..
 OX0146
 OX0146.The geoid height was determined by GEOID03.
 OX0146
 OX0146.The dynamic height is computed by dividing the NAVD 88
 OX0146.geopotential number by the normal gravity value computed on the
 OX0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0146.degrees latitude (g = 980.6199 gals.).
 OX0146
 OX0146.The modeled gravity was interpolated from observed gravity values.
 OX0146
 OX0146;                    North         East    Units  Estimated Accuracy
 OX0146;SPC WY W     -   393,250.      733,610.      MT  (+/- 180 meters Scaled)
 OX0146
 OX0146                          SUPERSEDED SURVEY CONTROL
 OX0146
 OX0146  NGVD 29 (??/??/92) 1801.996  (m)         5912.05   (f) ADJ UNCH    2 0
 OX0146
 OX0146.Superseded values are not recommended for survey control.
 OX0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0146.See file dsdata.txt to determine how the superseded data were derived.
 OX0146
 OX0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN081760(NAD 83)
 OX0146_MARKER: DB = BENCH MARK DISK
 OX0146_SETTING: 80 = SET IN A BOULDER
 OX0146_SP_SET: BOULDER
 OX0146_STAMPING: J 313 1946
 OX0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0146+STABILITY: SURFACE MOTION
 OX0146
 OX0146  HISTORY     - Date     Condition        Report By
 OX0146  HISTORY     - 1946     MONUMENTED       CGS
 OX0146  HISTORY     - 1965     GOOD             NGS
 OX0146
 OX0146                          STATION DESCRIPTION
 OX0146
 OX0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0146'10 MI SE FROM ALPINE.
 OX0146'2.9 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0146'THENCE 7.1 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 45 FEET SOUTH OF
 OX0146'THE CENTER LINE OF THE ROAD, 4 FEET ABOVE THE LEVEL OF THE ROAD, AND
 OX0146'SET IN THE TOP OF THE LARGEST BOULDER IN THE IMMEDIATE VICINITY WHICH
 OX0146'IS ENCIRCLED BY 6 LARGE SPRUCE TREES.
 OX0146
 OX0146                          STATION RECOVERY (1965)
 OX0146
 OX0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0085 ***********************************************************************
 NT0085  DESIGNATION -  J 314
 NT0085  PID         -  NT0085
 NT0085  STATE/COUNTY-  WY/LINCOLN
 NT0085  USGS QUAD   -  PARK CREEK (1980)
 NT0085
 NT0085                         *CURRENT SURVEY CONTROL
 NT0085  ___________________________________________________________________
 NT0085* NAD 83(1986)-  42 52 07.     (N)    110 42 15.     (W)     SCALED    
 NT0085* NAVD 88     -      2070.903  (meters)    6794.29   (feet)  ADJUSTED  
 NT0085  ___________________________________________________________________
 NT0085  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 NT0085  DYNAMIC HT  -        2069.360 (meters)    6789.23  (feet)  COMP
 NT0085  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 NT0085
 NT0085  VERT ORDER  -  SECOND    CLASS 0
 NT0085
 NT0085.The horizontal coordinates were scaled from a topographic map and have
 NT0085.an estimated accuracy of +/- 6 seconds.
 NT0085
 NT0085.The orthometric height was determined by differential leveling
 NT0085.and adjusted by the National Geodetic Survey in June 1991..
 NT0085
 NT0085.The geoid height was determined by GEOID03.
 NT0085
 NT0085.The dynamic height is computed by dividing the NAVD 88
 NT0085.geopotential number by the normal gravity value computed on the
 NT0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0085.degrees latitude (g = 980.6199 gals.).
 NT0085
 NT0085.The modeled gravity was interpolated from observed gravity values.
 NT0085
 NT0085;                    North         East    Units  Estimated Accuracy
 NT0085;SPC WY W     -   363,250.      749,270.      MT  (+/- 180 meters Scaled)
 NT0085
 NT0085                          SUPERSEDED SURVEY CONTROL
 NT0085
 NT0085  NGVD 29 (??/??/92) 2069.566  (m)         6789.90   (f) ADJ UNCH    2 0
 NT0085
 NT0085.Superseded values are not recommended for survey control.
 NT0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0085.See file dsdata.txt to determine how the superseded data were derived.
 NT0085
 NT0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN241462(NAD 83)
 NT0085_MARKER: DB = BENCH MARK DISK
 NT0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0085_STAMPING: J 314 1946
 NT0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0085+STABILITY: SURFACE MOTION
 NT0085
 NT0085  HISTORY     - Date     Condition        Report By
 NT0085  HISTORY     - 1946     MONUMENTED       CGS
 NT0085  HISTORY     - 1975     POOR             NGS
 NT0085
 NT0085                          STATION DESCRIPTION
 NT0085
 NT0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0085'34.6 MI SE FROM ALPINE.
 NT0085'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0085'THENCE ABOUT 33.0 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 0.2 MILE
 NT0085'WEST OF SHEEP CREEK, AT THE EXTREME EAST END OF A SMALL BAR ON THE
 NT0085'NORTHEAST BANK OF THE ROAD, 75 FEET NORTHEAST OF THE CENTER LINE OF
 NT0085'THE ROAD, 150 FEET NORTH OF THE EDGE OF THE RIVER, 6 FEET SOUTHEAST OF
 NT0085'A LONE PINE TREE, ABOUT 4 FEET ABOVE THE ROAD LEVEL, 3 FEET WEST OF A
 NT0085'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST. NOTE-- MARK HAS
 NT0085'BEEN HIT BY DOZER AND MOVED SLIGHTLY.
 NT0085
 NT0085                          STATION RECOVERY (1975)
 NT0085
 NT0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NT0085'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0111 ***********************************************************************
 NT0111  DESIGNATION -  J 315
 NT0111  PID         -  NT0111
 NT0111  STATE/COUNTY-  WY/LINCOLN
 NT0111  USGS QUAD   -  POISON MEADOWS (1980)
 NT0111
 NT0111                         *CURRENT SURVEY CONTROL
 NT0111  ___________________________________________________________________
 NT0111* NAD 83(1986)-  42 31 35.     (N)    110 41 17.     (W)     SCALED    
 NT0111* NAVD 88     -      2647.370  (meters)    8685.58   (feet)  ADJUSTED  
 NT0111  ___________________________________________________________________
 NT0111  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 NT0111  DYNAMIC HT  -        2645.060 (meters)    8678.00  (feet)  COMP
 NT0111  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 NT0111
 NT0111  VERT ORDER  -  SECOND    CLASS 0
 NT0111
 NT0111.The horizontal coordinates were scaled from a topographic map and have
 NT0111.an estimated accuracy of +/- 6 seconds.
 NT0111
 NT0111.The orthometric height was determined by differential leveling
 NT0111.and adjusted by the National Geodetic Survey in June 1991..
 NT0111
 NT0111.The geoid height was determined by GEOID03.
 NT0111
 NT0111.The dynamic height is computed by dividing the NAVD 88
 NT0111.geopotential number by the normal gravity value computed on the
 NT0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0111.degrees latitude (g = 980.6199 gals.).
 NT0111
 NT0111.The modeled gravity was interpolated from observed gravity values.
 NT0111
 NT0111;                    North         East    Units  Estimated Accuracy
 NT0111;SPC WY W     -   325,220.      750,320.      MT  (+/- 180 meters Scaled)
 NT0111
 NT0111                          SUPERSEDED SURVEY CONTROL
 NT0111
 NT0111  NGVD 29 (??/??/92) 2645.828  (m)         8680.52   (f) ADJ UNCH    2 0
 NT0111
 NT0111.Superseded values are not recommended for survey control.
 NT0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0111.See file dsdata.txt to determine how the superseded data were derived.
 NT0111
 NT0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN256082(NAD 83)
 NT0111_MARKER: DB = BENCH MARK DISK
 NT0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0111_STAMPING: J 315 1946
 NT0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0111+STABILITY: SURFACE MOTION
 NT0111
 NT0111  HISTORY     - Date     Condition        Report By
 NT0111  HISTORY     - 1946     MONUMENTED       CGS
 NT0111  HISTORY     - 1972     GOOD             NGS
 NT0111
 NT0111                          STATION DESCRIPTION
 NT0111
 NT0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0111'30.5 MI E FROM SMOOT.
 NT0111'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0111'THENCE ABOUT 23.5 MILES EASTERLY ALONG GREYS RIVER ROAD, ON TOP OF THE
 NT0111'HIGHEST SUMMIT ALONG GREYS RIVER ROAD, 0.1 MILE SOUTHEAST OF THE HEAD
 NT0111'OF GREYS RIVER, 51 FEET EAST OF THE CENTER LINE OF THE ROAD, 11 FEET
 NT0111'WEST OF THE WEST ONE OF TWO LARGE PINE TREES, ABOUT 2 FEET BELOW THE
 NT0111'IMMEDIATE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE
 NT0111'TOP OF A CONCRETE POST.
 NT0111
 NT0111                          STATION RECOVERY (1972)
 NT0111
 NT0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0150 ***********************************************************************
 NT0150  DESIGNATION -  J 316
 NT0150  PID         -  NT0150
 NT0150  STATE/COUNTY-  WY/LINCOLN
 NT0150  USGS QUAD   -  SMOOT (1980)
 NT0150
 NT0150                         *CURRENT SURVEY CONTROL
 NT0150  ___________________________________________________________________
 NT0150* NAD 83(1986)-  42 32 34.     (N)    110 53 41.     (W)     SCALED    
 NT0150* NAVD 88     -      2113.795  (meters)    6935.01   (feet)  ADJUSTED  
 NT0150  ___________________________________________________________________
 NT0150  GEOID HEIGHT-         -11.24  (meters)                     GEOID03
 NT0150  DYNAMIC HT  -        2112.147 (meters)    6929.60  (feet)  COMP
 NT0150  MODELED GRAV-     979,765.8   (mgal)                       NAVD 88
 NT0150
 NT0150  VERT ORDER  -  SECOND    CLASS 0
 NT0150
 NT0150.The horizontal coordinates were scaled from a topographic map and have
 NT0150.an estimated accuracy of +/- 6 seconds.
 NT0150
 NT0150.The orthometric height was determined by differential leveling
 NT0150.and adjusted by the National Geodetic Survey in June 1991..
 NT0150
 NT0150.The geoid height was determined by GEOID03.
 NT0150
 NT0150.The dynamic height is computed by dividing the NAVD 88
 NT0150.geopotential number by the normal gravity value computed on the
 NT0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0150.degrees latitude (g = 980.6199 gals.).
 NT0150
 NT0150.The modeled gravity was interpolated from observed gravity values.
 NT0150
 NT0150;                    North         East    Units  Estimated Accuracy
 NT0150;SPC WY W     -   327,180.      733,350.      MT  (+/- 180 meters Scaled)
 NT0150
 NT0150                          SUPERSEDED SURVEY CONTROL
 NT0150
 NT0150  NGVD 29 (??/??/92) 2112.428  (m)         6930.52   (f) ADJ UNCH    2 0
 NT0150
 NT0150.Superseded values are not recommended for survey control.
 NT0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0150.See file dsdata.txt to determine how the superseded data were derived.
 NT0150
 NT0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN086100(NAD 83)
 NT0150_MARKER: DB = BENCH MARK DISK
 NT0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0150_STAMPING: J 316 1946
 NT0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0150+STABILITY: SURFACE MOTION
 NT0150
 NT0150  HISTORY     - Date     Condition        Report By
 NT0150  HISTORY     - 1946     MONUMENTED       BPR
 NT0150  HISTORY     - 1974     GOOD             USGS
 NT0150
 NT0150                          STATION DESCRIPTION
 NT0150
 NT0150'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NT0150'5.9 MI S FROM SMOOT.
 NT0150'5.9 MI. S. ALONG U.S. HWY. 89 FROM THE PO AT SMOOT, LINCOLN COUNTY, ON
 NT0150'TOP OF A SHARP POINTED KNOLL, 180 FEET SOUTHWEST ALONG THE HWY. FROM
 NT0150'THE LARGE METAL CULVERT UNDER THE RD. (SALT RIVER), 41 FEET NORMAL (W)
 NT0150'TO THE CENTER LINE OF THE HWY., 9 FEET (E) NORMAL TO A FENCE. A UNITED
 NT0150'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED J 316 1946 AND
 NT0150'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0580 ***********************************************************************
 MO0580  DESIGNATION -  J 317
 MO0580  PID         -  MO0580
 MO0580  STATE/COUNTY-  WY/ALBANY
 MO0580  USGS QUAD   -  LARAMIE (1978)
 MO0580
 MO0580                         *CURRENT SURVEY CONTROL
 MO0580  ___________________________________________________________________
 MO0580* NAD 83(1986)-  41 15 47.     (N)    105 36 02.     (W)     SCALED    
 MO0580* NAVD 88     -      2191.557  (meters)    7190.13   (feet)  ADJUSTED  
 MO0580  ___________________________________________________________________
 MO0580  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0580  DYNAMIC HT  -        2189.639 (meters)    7183.84  (feet)  COMP
 MO0580  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 MO0580
 MO0580  VERT ORDER  -  FIRST     CLASS II
 MO0580
 MO0580.The horizontal coordinates were scaled from a topographic map and have
 MO0580.an estimated accuracy of +/- 6 seconds.
 MO0580
 MO0580.The orthometric height was determined by differential leveling
 MO0580.and adjusted by the National Geodetic Survey in June 1991..
 MO0580
 MO0580.The geoid height was determined by GEOID03.
 MO0580
 MO0580.The dynamic height is computed by dividing the NAVD 88
 MO0580.geopotential number by the normal gravity value computed on the
 MO0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0580.degrees latitude (g = 980.6199 gals.).
 MO0580
 MO0580.The modeled gravity was interpolated from observed gravity values.
 MO0580
 MO0580;                    North         East    Units  Estimated Accuracy
 MO0580;SPC WY E     -    84,820.      163,640.      MT  (+/- 180 meters Scaled)
 MO0580
 MO0580                          SUPERSEDED SURVEY CONTROL
 MO0580
 MO0580  NGVD 29 (??/??/92) 2190.488  (m)         7186.63   (f) ADJ UNCH    1 2
 MO0580
 MO0580.Superseded values are not recommended for survey control.
 MO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0580.See file dsdata.txt to determine how the superseded data were derived.
 MO0580
 MO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF496681(NAD 83)
 MO0580_MARKER: DB = BENCH MARK DISK
 MO0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0580_STAMPING: J 317 1947
 MO0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0580+STABILITY: SURFACE MOTION
 MO0580
 MO0580  HISTORY     - Date     Condition        Report By
 MO0580  HISTORY     - 1947     MONUMENTED       CGS
 MO0580  HISTORY     - 1956     GOOD             NGS
 MO0580  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0580  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 MO0580
 MO0580                          STATION DESCRIPTION
 MO0580
 MO0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0580'3.1 MI S FROM LARAMIE.
 MO0580'3.1 MILES SOUTH ALONG THE WEST TRACK OF THE UNION PACIFIC
 MO0580'RAILROAD FROM THE STATION AT LARAMIE, AT THE OLD ENTRANCE TO
 MO0580'LARAMIE AIR PARK, 352.9 FEET EAST OF EAST RAIL, 201 FEET EAST
 MO0580'OF THE CENTER LINE OF U.S. HIGHWAY 287, 39.3 FEET SOUTH OF THE
 MO0580'CENTER LINE OF THE OLD ENTRANCE ROAD, 8.0 FEET NORTH OF THE
 MO0580'CENTER LINE OF A PRIVATE ROAD, 8.0 FEET NORTH OF THE CENTER OF A
 MO0580'WIRE GATE, 1.4 FEET EAST OF THE NORTH-AND-SOUTH FENCE, 3 FEET
 MO0580'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0580'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF
 MO0580'SECTION 17, TOWNSHIP 15 NORTH, RANGE 73 WEST.  NOTE-- THIS
 MO0580'AIRPORT HAS BEEN ABANDONED.
 MO0580
 MO0580                          STATION RECOVERY (1983)
 MO0580
 MO0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0580'MARK NOT FOUND.
 MO0580
 MO0580                          STATION RECOVERY (1992)
 MO0580
 MO0580'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0705 ***********************************************************************
 MO0705  DESIGNATION -  J 318
 MO0705  PID         -  MO0705
 MO0705  STATE/COUNTY-  WY/ALBANY
 MO0705  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO0705
 MO0705                         *CURRENT SURVEY CONTROL
 MO0705  ___________________________________________________________________
 MO0705* NAD 83(1986)-  41 40 23.     (N)    105 49 15.     (W)     SCALED    
 MO0705* NAVD 88     -      2180.605  (meters)    7154.20   (feet)  ADJUSTED  
 MO0705  ___________________________________________________________________
 MO0705  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 MO0705  DYNAMIC HT  -        2178.758 (meters)    7148.14  (feet)  COMP
 MO0705  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 MO0705
 MO0705  VERT ORDER  -  FIRST     CLASS II
 MO0705
 MO0705.The horizontal coordinates were scaled from a topographic map and have
 MO0705.an estimated accuracy of +/- 6 seconds.
 MO0705
 MO0705.The orthometric height was determined by differential leveling
 MO0705.and adjusted by the National Geodetic Survey in June 1991..
 MO0705.WARNING-Repeat measurements at this control monument indicate possible
 MO0705.vertical movement.
 MO0705
 MO0705.The geoid height was determined by GEOID03.
 MO0705
 MO0705.The dynamic height is computed by dividing the NAVD 88
 MO0705.geopotential number by the normal gravity value computed on the
 MO0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0705.degrees latitude (g = 980.6199 gals.).
 MO0705
 MO0705.The modeled gravity was interpolated from observed gravity values.
 MO0705
 MO0705;                    North         East    Units  Estimated Accuracy
 MO0705;SPC WY E     -   130,470.      145,530.      MT  (+/- 180 meters Scaled)
 MO0705
 MO0705                          SUPERSEDED SURVEY CONTROL
 MO0705
 MO0705  NGVD 29 (06/08/92) 2179.523  (m)         7150.65   (f) ADJUSTED    1 2
 MO0705
 MO0705.Superseded values are not recommended for survey control.
 MO0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0705.See file dsdata.txt to determine how the superseded data were derived.
 MO0705
 MO0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG316138(NAD 83)
 MO0705_MARKER: DB = BENCH MARK DISK
 MO0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0705_STAMPING: J 318 1947
 MO0705_MARK LOGO: CGS   
 MO0705_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0705+STABILITY: SURFACE MOTION
 MO0705
 MO0705  HISTORY     - Date     Condition        Report By
 MO0705  HISTORY     - 1947     MONUMENTED       CGS
 MO0705  HISTORY     - 1983     GOOD             NGS
 MO0705  HISTORY     - 19990824 GOOD             WYDT
 MO0705
 MO0705                          STATION DESCRIPTION
 MO0705
 MO0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0705'0.9 MI NW FROM LOOKOUT.
 MO0705'0.9 MILE NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0705'STATION AT LOOKOUT, APPROXIMATELY 115 YARDS NORTHWEST OF THE
 MO0705'NORTHWEST END OF A RAILWAY CUT, 320.5 FEET SOUTHEAST OF THE
 MO0705'CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A 20-INCH IRON
 MO0705'CULVERT, 69.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MO0705'NORTHEAST TRACK AT A POINT 8 POLES SOUTHEAST OF MILEPOST 595,
 MO0705'13.4 FEET NORTH OF A TELEGRAPH POLE, 2.5 FEET NORTHWEST OF A
 MO0705'REFERENCE POST, 1.0 FOOT SOUTHWEST OF A FENCE, SET IN THE TOP
 MO0705'OF A CONCRETE POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 MO0705
 MO0705                          STATION RECOVERY (1983)
 MO0705
 MO0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0705'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.8 KM
 MO0705'(10.45 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0705'STATION IN ROCK RIVER ALSO DELETE 1.0 FEET SOUTHWEST OF A FENCE, AND
 MO0705'ADD 6.4 METERS (21.0 FT) SOUTHWEST OF A FENCE.
 MO0705
 MO0705                          STATION RECOVERY (1999)
 MO0705
 MO0705'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0705'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION.  PHONE NUMBER
 MO0705'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0233 ***********************************************************************
 MP0233  DESIGNATION -  J 319
 MP0233  PID         -  MP0233
 MP0233  STATE/COUNTY-  WY/CARBON
 MP0233  USGS QUAD   -  SINCLAIR (1981)
 MP0233
 MP0233                         *CURRENT SURVEY CONTROL
 MP0233  ___________________________________________________________________
 MP0233* NAD 83(1986)-  41 46 40.     (N)    107 05 16.     (W)     SCALED    
 MP0233* NAVD 88     -      2008.159  (meters)    6588.44   (feet)  ADJUSTED  
 MP0233  ___________________________________________________________________
 MP0233  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MP0233  DYNAMIC HT  -        2006.484 (meters)    6582.94  (feet)  COMP
 MP0233  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 MP0233
 MP0233  VERT ORDER  -  FIRST     CLASS II
 MP0233
 MP0233.The horizontal coordinates were scaled from a topographic map and have
 MP0233.an estimated accuracy of +/- 6 seconds.
 MP0233
 MP0233.The orthometric height was determined by differential leveling
 MP0233.and adjusted by the National Geodetic Survey in June 1991..
 MP0233
 MP0233.The geoid height was determined by GEOID03.
 MP0233
 MP0233.The dynamic height is computed by dividing the NAVD 88
 MP0233.geopotential number by the normal gravity value computed on the
 MP0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0233.degrees latitude (g = 980.6199 gals.).
 MP0233
 MP0233.The modeled gravity was interpolated from observed gravity values.
 MP0233
 MP0233;                    North         East    Units  Estimated Accuracy
 MP0233;SPC WYEC     -   241,930.      420,410.      MT  (+/- 180 meters Scaled)
 MP0233
 MP0233                          SUPERSEDED SURVEY CONTROL
 MP0233
 MP0233  NGVD 29 (06/08/92) 2007.031  (m)         6584.73   (f) ADJUSTED    1 2
 MP0233
 MP0233.Superseded values are not recommended for survey control.
 MP0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0233.See file dsdata.txt to determine how the superseded data were derived.
 MP0233
 MP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG264272(NAD 83)
 MP0233_MARKER: P = PIPE CAP
 MP0233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0233_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0233_STAMPING: J 319 1947
 MP0233_MARK LOGO: USGS  
 MP0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0233
 MP0233  HISTORY     - Date     Condition        Report By
 MP0233  HISTORY     - 1947     MONUMENTED       USGS
 MP0233  HISTORY     - 1947     GOOD             NGS
 MP0233  HISTORY     - 1983     GOOD             NGS
 MP0233
 MP0233                          STATION DESCRIPTION
 MP0233
 MP0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0233'1.2 MI E FROM PARCO (SINCLAIR).
 MP0233'1.2 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0233'PARCO (SINCLAIR), APPROXIMATELY 107 YARDS SOUTHEAST OF THE SOUTHEAST
 MP0233'END OF THE OVERPASS OF U. S. HIGHWAY 30, 263.6 FEET SOUTH OF THE SOUTH
 MP0233'RAIL OF THE SOUTH TRACK, 132.8 FEET EAST OF THE CENTER LINE OF U.S.
 MP0233'HIGHWAY 30 AND 25 FEET LOWER, 21.4 FEET EAST OF A REFERENCE POST, A
 MP0233'U.S.G.S. CAP ON TOP OF A 3 1/2 INCH IRON PIPE AND PROJECTS 1.6 FEET
 MP0233'ABOVE THE GROUND.
 MP0233
 MP0233                          STATION RECOVERY (1983)
 MP0233
 MP0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0233'RECOVERED IN GOOD CONDITION EXCEPT ADD 0.1 KM (0.05 MI) SOUTHEAST OF
 MP0233'MILEPOST 675.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0024 ***********************************************************************
 NR0024  DESIGNATION -  J 32
 NR0024  PID         -  NR0024
 NR0024  STATE/COUNTY-  WY/NATRONA
 NR0024  USGS QUAD   -  GOOSE EGG (1984)
 NR0024
 NR0024                         *CURRENT SURVEY CONTROL
 NR0024  ___________________________________________________________________
 NR0024* NAD 83(1986)-  42 49 08.     (N)    106 22 38.     (W)     SCALED    
 NR0024* NAVD 88     -      1579.381  (meters)    5181.69   (feet)  ADJUSTED  
 NR0024  ___________________________________________________________________
 NR0024  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NR0024  DYNAMIC HT  -        1578.398 (meters)    5178.46  (feet)  COMP
 NR0024  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 NR0024
 NR0024  VERT ORDER  -  FIRST     CLASS II
 NR0024
 NR0024.The horizontal coordinates were scaled from a topographic map and have
 NR0024.an estimated accuracy of +/- 6 seconds.
 NR0024
 NR0024.The orthometric height was determined by differential leveling
 NR0024.and adjusted by the National Geodetic Survey in June 1991..
 NR0024.WARNING-Repeat measurements at this control monument indicate possible
 NR0024.vertical movement.
 NR0024
 NR0024.The geoid height was determined by GEOID03.
 NR0024
 NR0024.The dynamic height is computed by dividing the NAVD 88
 NR0024.geopotential number by the normal gravity value computed on the
 NR0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0024.degrees latitude (g = 980.6199 gals.).
 NR0024
 NR0024.The modeled gravity was interpolated from observed gravity values.
 NR0024
 NR0024;                    North         East    Units  Estimated Accuracy
 NR0024;SPC WYEC     -   357,980.      478,190.      MT  (+/- 180 meters Scaled)
 NR0024
 NR0024                          SUPERSEDED SURVEY CONTROL
 NR0024
 NR0024  NGVD 29 (06/08/92) 1578.509  (m)         5178.82   (f) ADJUSTED    1 2
 NR0024
 NR0024.Superseded values are not recommended for survey control.
 NR0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0024.See file dsdata.txt to determine how the superseded data were derived.
 NR0024
 NR0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH874416(NAD 83)
 NR0024_MARKER: DB = BENCH MARK DISK
 NR0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0024_SP_SET: CONCRETE POST
 NR0024_STAMPING: J 32 1933
 NR0024_MARK LOGO: CGS   
 NR0024_PROJECTION: PROJECTING 10 CENTIMETERS
 NR0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0024+STABILITY: SURFACE MOTION
 NR0024
 NR0024  HISTORY     - Date     Condition        Report By
 NR0024  HISTORY     - 1933     MONUMENTED       CGS
 NR0024  HISTORY     - 1982     GOOD             NGS
 NR0024  HISTORY     - 1987     GOOD             NGS
 NR0024
 NR0024                          STATION DESCRIPTION
 NR0024
 NR0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0024'3.8 MI SW FROM CASPER.
 NR0024'3.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0024'CASPER, NATRONA COUNTY, 125 YARDS EAST OF A BRIDGE OVER WOLF CREEK, AT
 NR0024'THE JUNCTION OF A ROAD LEADING NORTH TO A FARMHOUSE, 48 FEET NORTH OF
 NR0024'THE CENTER LINE OF THE HIGHWAY, AND 35 FEET EAST OF THE CENTER LINE OF
 NR0024'THE ROAD.  A STANDARD DISK, STAMPED J 32 1933 AND SET IN THE TOP OF A
 NR0024'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0024
 NR0024                          STATION RECOVERY (1982)
 NR0024
 NR0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0024'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 NR0024'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS JUNCTION WITH STATE
 NR0024'HIGHWAY 257 IN CASPER, 49.7 METERS (163.1 FT) NORTHWEST OF THE
 NR0024'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 14.7 METERS
 NR0024'(48.2 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD, 10.7 METERS (48.2
 NR0024'FT) NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING NORTHWEST AND 1.3
 NR0024'METERS (4.3 FT) SOUTHEAST OF A FENCE.
 NR0024'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 NR0024'THE MARK IS 0.9 M ABOVE THE DRIVEWAY.
 NR0024
 NR0024                          STATION RECOVERY (1987)
 NR0024
 NR0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NR0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0442 ***********************************************************************
 MO0442  DESIGNATION -  J 320
 MO0442  PID         -  MO0442
 MO0442  STATE/COUNTY-  WY/LARAMIE
 MO0442  USGS QUAD   -  EMKAY (1978)
 MO0442
 MO0442                         *CURRENT SURVEY CONTROL
 MO0442  ___________________________________________________________________
 MO0442* NAD 83(1986)-  41 05 40.     (N)    105 02 41.     (W)     SCALED    
 MO0442* NAVD 88     -      2072.777  (meters)    6800.44   (feet)  ADJUSTED  
 MO0442  ___________________________________________________________________
 MO0442  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 MO0442  DYNAMIC HT  -        2070.922 (meters)    6794.35  (feet)  COMP
 MO0442  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 MO0442
 MO0442  VERT ORDER  -  FIRST     CLASS II
 MO0442
 MO0442.The horizontal coordinates were scaled from a topographic map and have
 MO0442.an estimated accuracy of +/- 6 seconds.
 MO0442
 MO0442.The orthometric height was determined by differential leveling
 MO0442.and adjusted by the National Geodetic Survey in June 1991..
 MO0442
 MO0442.The geoid height was determined by GEOID03.
 MO0442
 MO0442.The dynamic height is computed by dividing the NAVD 88
 MO0442.geopotential number by the normal gravity value computed on the
 MO0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0442.degrees latitude (g = 980.6199 gals.).
 MO0442
 MO0442.The modeled gravity was interpolated from observed gravity values.
 MO0442
 MO0442;                    North         East    Units  Estimated Accuracy
 MO0442;SPC WY E     -    66,020.      210,250.      MT  (+/- 180 meters Scaled)
 MO0442
 MO0442                          SUPERSEDED SURVEY CONTROL
 MO0442
 MO0442  NGVD 29 (06/08/92) 2071.703  (m)         6796.91   (f) ADJUSTED    1 2
 MO0442
 MO0442.Superseded values are not recommended for survey control.
 MO0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0442.See file dsdata.txt to determine how the superseded data were derived.
 MO0442
 MO0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF962492(NAD 83)
 MO0442_MARKER: DB = BENCH MARK DISK
 MO0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0442_STAMPING: J 320 1947
 MO0442_MARK LOGO: CGS   
 MO0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0442+STABILITY: SURFACE MOTION
 MO0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0442+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 MO0442
 MO0442  HISTORY     - Date     Condition        Report By
 MO0442  HISTORY     - 1947     MONUMENTED       CGS
 MO0442  HISTORY     - 1956     GOOD             NGS
 MO0442  HISTORY     - 1983     GOOD             NGS
 MO0442  HISTORY     - 1985     GOOD             DMA
 MO0442  HISTORY     - 20060920 GOOD             GEOCAC
 MO0442
 MO0442                          STATION DESCRIPTION
 MO0442
 MO0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0442'1.6 MI E FROM OTTO.
 MO0442'1.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0442'SIGN AT OTTO, 278 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MO0442'TRACK, 201 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30,
 MO0442'115 FEET NORTH OF THE CENTER LINE OF OLD U.S. HIGHWAY 30, 13.8
 MO0442'FEET NORTH OF A FENCE CORNER, 1.5 FEET EAST OF A NORTH AND
 MO0442'SOUTH FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE
 MO0442'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 MO0442'IN SECTION 18, TOWNSHIP 13 NORTH, RANGE 68 WEST.
 MO0442
 MO0442                          STATION RECOVERY (1983)
 MO0442
 MO0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0442'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0442'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0442'80 IN CHEYENNE, THENCE 21.0 KM (13.05 MI) WESTERLY ALONG THE UNION
 MO0442'PACIFIC RAILROAD.
 MO0442
 MO0442                          STATION RECOVERY (1985)
 MO0442
 MO0442'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0442'RECOVERED IN GOOD CONDITION.
 MO0442
 MO0442                          STATION RECOVERY (2006)
 MO0442
 MO0442'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MO0442'OLD US HIGHWAY 30 IS NOW WY STATE HIGHWAY 225 (OTTO ROAD).  HANDHELD
 MO0442'COORDINATES ARE N41-05-41.22 W105-02-41.04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0718 ***********************************************************************
 MO0718  DESIGNATION -  J 321
 MO0718  PID         -  MO0718
 MO0718  STATE/COUNTY-  WY/ALBANY
 MO0718  USGS QUAD   -  WILCOX (1981)
 MO0718
 MO0718                         *CURRENT SURVEY CONTROL
 MO0718  ___________________________________________________________________
 MO0718* NAD 83(1986)-  41 45 22.     (N)    105 58 54.     (W)     SCALED    
 MO0718* NAVD 88     -      2110.028  (meters)    6922.65   (feet)  ADJUSTED  
 MO0718  ___________________________________________________________________
 MO0718  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 MO0718  DYNAMIC HT  -        2108.241 (meters)    6916.79  (feet)  COMP
 MO0718  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 MO0718
 MO0718  VERT ORDER  -  FIRST     CLASS II
 MO0718
 MO0718.The horizontal coordinates were scaled from a topographic map and have
 MO0718.an estimated accuracy of +/- 6 seconds.
 MO0718
 MO0718.The orthometric height was determined by differential leveling
 MO0718.and adjusted by the National Geodetic Survey in June 1991..
 MO0718
 MO0718.The geoid height was determined by GEOID03.
 MO0718
 MO0718.The dynamic height is computed by dividing the NAVD 88
 MO0718.geopotential number by the normal gravity value computed on the
 MO0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0718.degrees latitude (g = 980.6199 gals.).
 MO0718
 MO0718.The modeled gravity was interpolated from observed gravity values.
 MO0718
 MO0718;                    North         East    Units  Estimated Accuracy
 MO0718;SPC WY E     -   139,810.      132,220.      MT  (+/- 180 meters Scaled)
 MO0718
 MO0718                          SUPERSEDED SURVEY CONTROL
 MO0718
 MO0718  NGVD 29 (06/08/92) 2108.905  (m)         6918.97   (f) ADJUSTED    1 2
 MO0718
 MO0718.Superseded values are not recommended for survey control.
 MO0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0718.See file dsdata.txt to determine how the superseded data were derived.
 MO0718
 MO0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG183231(NAD 83)
 MO0718_MARKER: DB = BENCH MARK DISK
 MO0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0718_STAMPING: J 321 1947
 MO0718_MARK LOGO: CGS   
 MO0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0718+STABILITY: SURFACE MOTION
 MO0718
 MO0718  HISTORY     - Date     Condition        Report By
 MO0718  HISTORY     - 1947     MONUMENTED       CGS
 MO0718  HISTORY     - 1983     GOOD             NGS
 MO0718
 MO0718                          STATION DESCRIPTION
 MO0718
 MO0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0718'0.8 MI N FROM ROCK RIVER.
 MO0718'0.8 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MO0718'TANK AT ROCK RIVER, 236.0 FEET NORTH OF THE CENTER OF AN EAST-WEST
 MO0718'DIRT ROAD WHICH CROSSES THE TRACKS, 96.2 FEET EAST OF THE EAST
 MO0718'RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE TRACKS, 27.0
 MO0718'FEET EAST OF THE SECOND POWER LINE POLE NORTH OF THE ROAD
 MO0718'CROSSING, 4.5 FEET NORTH OF A REFERENCE POST, 1.0 FOOT WEST
 MO0718'OF THE EAST RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT
 MO0718'5 FEET BELOW THE TRACK AND PROJECTING 0.8 FOOT.
 MO0718
 MO0718                          STATION RECOVERY (1983)
 MO0718
 MO0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0718'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.5 KM
 MO0718'(0.95 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0718'STATION IN ROCK RIVER.  ADD 0.4 KM (0.25 MI) NORTH OF MILEPOST 606.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0012 ***********************************************************************
 MP0012  DESIGNATION -  J 322
 MP0012  PID         -  MP0012
 MP0012  STATE/COUNTY-  WY/CARBON
 MP0012  USGS QUAD   -  MEDICINE BOW (1971)
 MP0012
 MP0012                         *CURRENT SURVEY CONTROL
 MP0012  ___________________________________________________________________
 MP0012* NAD 83(1986)-  41 53 38.     (N)    106 10 47.     (W)     SCALED    
 MP0012* NAVD 88     -      2007.672  (meters)    6586.84   (feet)  ADJUSTED  
 MP0012  ___________________________________________________________________
 MP0012  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 MP0012  DYNAMIC HT  -        2005.986 (meters)    6581.31  (feet)  COMP
 MP0012  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 MP0012
 MP0012  VERT ORDER  -  FIRST     CLASS II
 MP0012
 MP0012.The horizontal coordinates were scaled from a topographic map and have
 MP0012.an estimated accuracy of +/- 6 seconds.
 MP0012
 MP0012.The orthometric height was determined by differential leveling
 MP0012.and adjusted by the National Geodetic Survey in June 1991..
 MP0012.WARNING-Repeat measurements at this control monument indicate possible
 MP0012.vertical movement.
 MP0012
 MP0012.The geoid height was determined by GEOID03.
 MP0012
 MP0012.The dynamic height is computed by dividing the NAVD 88
 MP0012.geopotential number by the normal gravity value computed on the
 MP0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0012.degrees latitude (g = 980.6199 gals.).
 MP0012
 MP0012.The modeled gravity was interpolated from observed gravity values.
 MP0012
 MP0012;                    North         East    Units  Estimated Accuracy
 MP0012;SPC WYEC     -   255,440.      495,730.      MT  (+/- 180 meters Scaled)
 MP0012
 MP0012                          SUPERSEDED SURVEY CONTROL
 MP0012
 MP0012  NGVD 29 (06/08/92) 2006.529  (m)         6583.09   (f) ADJUSTED    1 2
 MP0012
 MP0012.Superseded values are not recommended for survey control.
 MP0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0012.See file dsdata.txt to determine how the superseded data were derived.
 MP0012
 MP0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG021386(NAD 83)
 MP0012_MARKER: DB = BENCH MARK DISK
 MP0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0012_STAMPING: J 322 1947
 MP0012_MARK LOGO: CGS   
 MP0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0012+STABILITY: SURFACE MOTION
 MP0012
 MP0012  HISTORY     - Date     Condition        Report By
 MP0012  HISTORY     - 1947     MONUMENTED       CGS
 MP0012  HISTORY     - 1983     GOOD             NGS
 MP0012
 MP0012                          STATION DESCRIPTION
 MP0012
 MP0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0012'1.05 MI E FROM MEDICINE BOW.
 MP0012'1.05 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0012'MEDICINE BOW, AT THE TOP OF A HILL, 158.0 FEET SOUTH OF THE CENTER OF
 MP0012'U.S. HIGHWAY NO.30, 152.0 FEET NORTHWEST OF AND ACROSS THE TRACKS FROM
 MP0012'THE SEVENTH TELEPHONE POLE (POLE NO. E 37 AF) EAST OF MILE POST
 MP0012'NO.622, 81.0 FEET WEST OF A SPIKED POWER LINE AND TRANSFORMER POLE,
 MP0012'49.2 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK OF THE MAIN
 MP0012'LINE TRACKS, 17.3 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 3.5 FEET
 MP0012'EAST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW
 MP0012'THE TRACKS AND PROJECTING 0.7 FOOT.
 MP0012
 MP0012                          STATION RECOVERY (1983)
 MP0012
 MP0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0174 ***********************************************************************
 MP0174  DESIGNATION -  J 323
 MP0174  PID         -  MP0174
 MP0174  STATE/COUNTY-  WY/CARBON
 MP0174  USGS QUAD   -  HANNA (1982)
 MP0174
 MP0174                         *CURRENT SURVEY CONTROL
 MP0174  ___________________________________________________________________
 MP0174* NAD 83(1986)-  41 52 14.     (N)    106 32 15.     (W)     SCALED    
 MP0174* NAVD 88     -      2072.698  (meters)    6800.18   (feet)  ADJUSTED  
 MP0174  ___________________________________________________________________
 MP0174  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 MP0174  DYNAMIC HT  -        2070.831 (meters)    6794.05  (feet)  COMP
 MP0174  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 MP0174
 MP0174  VERT ORDER  -  FIRST     CLASS II
 MP0174
 MP0174.The horizontal coordinates were scaled from a topographic map and have
 MP0174.an estimated accuracy of +/- 6 seconds.
 MP0174
 MP0174.The orthometric height was determined by differential leveling
 MP0174.and adjusted by the National Geodetic Survey in June 1991..
 MP0174
 MP0174.The geoid height was determined by GEOID03.
 MP0174
 MP0174.The dynamic height is computed by dividing the NAVD 88
 MP0174.geopotential number by the normal gravity value computed on the
 MP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0174.degrees latitude (g = 980.6199 gals.).
 MP0174
 MP0174.The modeled gravity was interpolated from observed gravity values.
 MP0174
 MP0174;                    North         East    Units  Estimated Accuracy
 MP0174;SPC WYEC     -   252,510.      466,070.      MT  (+/- 180 meters Scaled)
 MP0174
 MP0174                          SUPERSEDED SURVEY CONTROL
 MP0174
 MP0174  NGVD 29 (??/??/92) 2071.435  (m)         6796.03   (f) ADJ UNCH    1 2
 MP0174
 MP0174.Superseded values are not recommended for survey control.
 MP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0174.See file dsdata.txt to determine how the superseded data were derived.
 MP0174
 MP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG724365(NAD 83)
 MP0174_MARKER: DB = BENCH MARK DISK
 MP0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0174_STAMPING: J 323 1947
 MP0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0174+STABILITY: SURFACE MOTION
 MP0174
 MP0174  HISTORY     - Date     Condition        Report By
 MP0174  HISTORY     - 1947     MONUMENTED       CGS
 MP0174  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0174
 MP0174                          STATION DESCRIPTION
 MP0174
 MP0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0174'1.35 MI E FROM HANNA.
 MP0174'1.35 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0174'HANNA, 225.3 FEET NORTHEAST OF AND ACROSS THE TRACKS FROM BLOCK SIGNAL
 MP0174'NO.6418, 84.0 FEET EAST OF THE MOST NORTHERLY ONE OF TWO GUY WIRE
 MP0174'BRACED POWER LINE POLES WHICH ARE AT A JOG IN THE POWER LINE, 73.6
 MP0174'FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE
 MP0174'TRACKS, 67.0 FEET NORTH OF A SWITCH STAND, 26.5 FEET NORTH OF THE
 MP0174'NORTH RIGHT-OF-WAY FENCE, 4.0 FEET WEST OF A REFERENCE POST, SET IN A
 MP0174'CONCRETE POST ABOUT 3 FEET BELOW THE TRACKS AND PROJECTING 0.7 FOOT.
 MP0174
 MP0174                          STATION RECOVERY (1983)
 MP0174
 MP0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0190 ***********************************************************************
 OW0190  DESIGNATION -  J 326
 OW0190  PID         -  OW0190
 OW0190  STATE/COUNTY-  WY/HOT SPRINGS
 OW0190  USGS QUAD   -  KIRBY (1985)
 OW0190
 OW0190                         *CURRENT SURVEY CONTROL
 OW0190  ___________________________________________________________________
 OW0190* NAD 83(1986)-  43 46 19.     (N)    108 10 40.     (W)     SCALED    
 OW0190* NAVD 88     -      1346.204  (meters)    4416.67   (feet)  ADJUSTED  
 OW0190  ___________________________________________________________________
 OW0190  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OW0190  DYNAMIC HT  -        1345.513 (meters)    4414.40  (feet)  COMP
 OW0190  MODELED GRAV-     980,059.6   (mgal)                       NAVD 88
 OW0190  OBS GRAVITY -     980,058.2   (mgal)                       GRAV_OBS
 OW0190
 OW0190  VERT ORDER  -  FIRST     CLASS II
 OW0190
 OW0190.The horizontal coordinates were scaled from a topographic map and have
 OW0190.an estimated accuracy of +/- 6 seconds.
 OW0190
 OW0190.The orthometric height was determined by differential leveling
 OW0190.and adjusted by the National Geodetic Survey in June 1991..
 OW0190
 OW0190.The geoid height was determined by GEOID03.
 OW0190
 OW0190.The dynamic height is computed by dividing the NAVD 88
 OW0190.geopotential number by the normal gravity value computed on the
 OW0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0190.degrees latitude (g = 980.6199 gals.).
 OW0190
 OW0190.The modeled gravity was interpolated from observed gravity values.
 OW0190.The observed gravity was obtained from relative gravimeter ties
 OW0190.to the IGSN71 gravity network.
 OW0190
 OW0190;                    North         East    Units  Estimated Accuracy
 OW0190;SPC WYWC     -   363,570.      646,070.      MT  (+/- 180 meters Scaled)
 OW0190
 OW0190                          SUPERSEDED SURVEY CONTROL
 OW0190
 OW0190  NGVD 29 (06/08/92) 1345.375  (m)         4413.95   (f) ADJUSTED    1 2
 OW0190
 OW0190.Superseded values are not recommended for survey control.
 OW0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0190.See file dsdata.txt to determine how the superseded data were derived.
 OW0190
 OW0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP271504(NAD 83)
 OW0190_MARKER: DB = BENCH MARK DISK
 OW0190_SETTING: 66 = SET IN ROCK OUTCROP
 OW0190_SP_SET: ROCK OUTCROP
 OW0190_STAMPING: J 326 1982
 OW0190_MARK LOGO: NGS   
 OW0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0190+STABILITY: POSITION/ELEVATION WELL
 OW0190
 OW0190  HISTORY     - Date     Condition        Report By
 OW0190  HISTORY     - 1982     MONUMENTED       NGS
 OW0190
 OW0190                          STATION DESCRIPTION
 OW0190
 OW0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0190'15.9 KM (9.9 MI) NORTH FROM THERMOPOLIS.
 OW0190'15.9 KM (9.9 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0190'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 0.6 KM (0.35 MI) NORTHWEST OF
 OW0190'MILEPOST 142, IN THE NORTHWEST END OF OF A 21 BY 45 FT EXPOSED AREA OF
 OW0190'OUTCROPPING BEDROCK, 50.3 METERS (165.O FT) NORTHWEST OF THE CENTER OF
 OW0190'A DRIVEWAY LEADING NORTHEAST, 30.5 METERS (100.1 FT) NORTHEAST OF THE
 OW0190'CENTERLINE OF THE HIGHWAY AND 17.7 METERS (58.1 FT) SOUTHWEST OF A
 OW0190'FENCE.
 OW0190'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0204 ***********************************************************************
 OW0204  DESIGNATION -  J 327
 OW0204  PID         -  OW0204
 OW0204  STATE/COUNTY-  WY/HOT SPRINGS
 OW0204  USGS QUAD   -  THERMOPOLIS (1960)
 OW0204
 OW0204                         *CURRENT SURVEY CONTROL
 OW0204  ___________________________________________________________________
 OW0204* NAD 83(1986)-  43 38 14.     (N)    108 13 13.     (W)     SCALED    
 OW0204* NAVD 88     -      1327.212  (meters)    4354.36   (feet)  ADJUSTED  
 OW0204  ___________________________________________________________________
 OW0204  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 OW0204  DYNAMIC HT  -        1326.530 (meters)    4352.12  (feet)  COMP
 OW0204  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 OW0204
 OW0204  VERT ORDER  -  FIRST     CLASS II
 OW0204
 OW0204.The horizontal coordinates were scaled from a topographic map and have
 OW0204.an estimated accuracy of +/- 6 seconds.
 OW0204
 OW0204.The orthometric height was determined by differential leveling
 OW0204.and adjusted by the National Geodetic Survey in June 1991..
 OW0204
 OW0204.The geoid height was determined by GEOID03.
 OW0204
 OW0204.The dynamic height is computed by dividing the NAVD 88
 OW0204.geopotential number by the normal gravity value computed on the
 OW0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0204.degrees latitude (g = 980.6199 gals.).
 OW0204
 OW0204.The modeled gravity was interpolated from observed gravity values.
 OW0204
 OW0204;                    North         East    Units  Estimated Accuracy
 OW0204;SPC WYWC     -   348,580.      642,740.      MT  (+/- 180 meters Scaled)
 OW0204
 OW0204                          SUPERSEDED SURVEY CONTROL
 OW0204
 OW0204  NGVD 29 (06/08/92) 1326.382  (m)         4351.64   (f) ADJUSTED    1 2
 OW0204
 OW0204.Superseded values are not recommended for survey control.
 OW0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0204.See file dsdata.txt to determine how the superseded data were derived.
 OW0204
 OW0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP242353(NAD 83)
 OW0204_MARKER: I = METAL ROD
 OW0204_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0204_SP_SET: STAINLESS STEEL ROD
 OW0204_STAMPING: J 327 1982
 OW0204_MARK LOGO: NGS   
 OW0204_PROJECTION: FLUSH
 OW0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0204_ROD/PIPE-DEPTH: 10.4 meters
 OW0204
 OW0204  HISTORY     - Date     Condition        Report By
 OW0204  HISTORY     - 1982     MONUMENTED       NGS
 OW0204
 OW0204                          STATION DESCRIPTION
 OW0204
 OW0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0204'1.6 KM (1.0 MI) SOUTH FROM THERMOPOLIS.
 OW0204'1.6 KM (1.0 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0204'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 7.4 METERS (24.3 FT) SOUTHEAST
 OW0204'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY AND 1.5
 OW0204'METERS (4.9 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 OW0204'POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0204'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 OW0204'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0247 ***********************************************************************
 PX0247  DESIGNATION -  J 328
 PX0247  PID         -  PX0247
 PX0247  STATE/COUNTY-  WY/BIG HORN
 PX0247  USGS QUAD   -  FRANNIE (1966)
 PX0247
 PX0247                         *CURRENT SURVEY CONTROL
 PX0247  ___________________________________________________________________
 PX0247* NAD 83(1986)-  44 53 10.     (N)    108 33 20.     (W)     SCALED    
 PX0247* NAVD 88     -      1233.184  (meters)    4045.87   (feet)  ADJUSTED  
 PX0247  ___________________________________________________________________
 PX0247  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 PX0247  DYNAMIC HT  -        1232.705 (meters)    4044.30  (feet)  COMP
 PX0247  MODELED GRAV-     980,186.6   (mgal)                       NAVD 88
 PX0247
 PX0247  VERT ORDER  -  FIRST     CLASS II
 PX0247
 PX0247.The horizontal coordinates were scaled from a topographic map and have
 PX0247.an estimated accuracy of +/- 6 seconds.
 PX0247
 PX0247.The orthometric height was determined by differential leveling
 PX0247.and adjusted by the National Geodetic Survey in June 1991..
 PX0247
 PX0247.The geoid height was determined by GEOID03.
 PX0247
 PX0247.The dynamic height is computed by dividing the NAVD 88
 PX0247.geopotential number by the normal gravity value computed on the
 PX0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0247.degrees latitude (g = 980.6199 gals.).
 PX0247
 PX0247.The modeled gravity was interpolated from observed gravity values.
 PX0247
 PX0247;                    North         East    Units  Estimated Accuracy
 PX0247;SPC WYEC     -   587,940.      303,450.      MT  (+/- 180 meters Scaled)
 PX0247
 PX0247                          SUPERSEDED SURVEY CONTROL
 PX0247
 PX0247  NGVD 29 (06/08/92) 1232.304  (m)         4042.98   (f) ADJUSTED    1 2
 PX0247
 PX0247.Superseded values are not recommended for survey control.
 PX0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0247.See file dsdata.txt to determine how the superseded data were derived.
 PX0247
 PX0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ930732(NAD 83)
 PX0247_MARKER: DB = BENCH MARK DISK
 PX0247_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PX0247_SP_SET: ABUTMENT
 PX0247_STAMPING: J 328 1982
 PX0247_MARK LOGO: NGS   
 PX0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0247+STABILITY: POSITION/ELEVATION WELL
 PX0247
 PX0247  HISTORY     - Date     Condition        Report By
 PX0247  HISTORY     - 1982     MONUMENTED       NGS
 PX0247
 PX0247                          STATION DESCRIPTION
 PX0247
 PX0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0247'16.8 KM (10.45 MI) NW FROM LOVELL.
 PX0247'16.8 KM (10.45 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0247'JUNCTION WITH NEVADA STREET IN LOVELL, IN TOP OF AND 0.2 METER (0.7
 PX0247'FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 PX0247'HIGHWAY OVERPASS OF SAGE CREEK AND 5.9 METERS (19.4 FT) SOUTH OF THE
 PX0247'CENTERLINE OF THE HIGHWAY.
 PX0247'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0278 ***********************************************************************
 PX0278  DESIGNATION -  J 329
 PX0278  PID         -  PX0278
 PX0278  STATE/COUNTY-  WY/BIG HORN
 PX0278  USGS QUAD   -  SHEEP CANYON (1966)
 PX0278
 PX0278                         *CURRENT SURVEY CONTROL
 PX0278  ___________________________________________________________________
 PX0278* NAD 83(1986)-  44 36 19.     (N)    108 13 00.     (W)     SCALED    
 PX0278* NAVD 88     -      1288.451  (meters)    4227.19   (feet)  ADJUSTED  
 PX0278  ___________________________________________________________________
 PX0278  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0278  DYNAMIC HT  -        1287.910 (meters)    4225.42  (feet)  COMP
 PX0278  MODELED GRAV-     980,153.6   (mgal)                       NAVD 88
 PX0278  OBS GRAVITY -     980,153.2   (mgal)                       GRAV_OBS
 PX0278
 PX0278  VERT ORDER  -  FIRST     CLASS II
 PX0278
 PX0278.The horizontal coordinates were scaled from a topographic map and have
 PX0278.an estimated accuracy of +/- 6 seconds.
 PX0278
 PX0278.The orthometric height was determined by differential leveling
 PX0278.and adjusted by the National Geodetic Survey in June 1991..
 PX0278
 PX0278.The geoid height was determined by GEOID03.
 PX0278
 PX0278.The dynamic height is computed by dividing the NAVD 88
 PX0278.geopotential number by the normal gravity value computed on the
 PX0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0278.degrees latitude (g = 980.6199 gals.).
 PX0278
 PX0278.The modeled gravity was interpolated from observed gravity values.
 PX0278.The observed gravity was obtained from relative gravimeter ties
 PX0278.to the IGSN71 gravity network.
 PX0278
 PX0278;                    North         East    Units  Estimated Accuracy
 PX0278;SPC WYEC     -   556,380.      329,880.      MT  (+/- 180 meters Scaled)
 PX0278
 PX0278                          SUPERSEDED SURVEY CONTROL
 PX0278
 PX0278  NGVD 29 (06/08/92) 1287.611  (m)         4224.44   (f) ADJUSTED    1 2
 PX0278
 PX0278.Superseded values are not recommended for survey control.
 PX0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0278.See file dsdata.txt to determine how the superseded data were derived.
 PX0278
 PX0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ208428(NAD 83)
 PX0278_MARKER: I = METAL ROD
 PX0278_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PX0278+WITH SETTING: INFORMATION.
 PX0278_SP_SET: SHALLOW SET METAL ROD
 PX0278_STAMPING: J 329 1982
 PX0278_MARK LOGO: NGS   
 PX0278_PROJECTION: FLUSH
 PX0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0278_ROD/PIPE-DEPTH: 2.4  meters
 PX0278
 PX0278  HISTORY     - Date     Condition        Report By
 PX0278  HISTORY     - 1982     MONUMENTED       NGS
 PX0278
 PX0278                          STATION DESCRIPTION
 PX0278
 PX0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0278'30.9 KM (19.2 MI) SE FROM LOVELL.
 PX0278'30.9 KM (19.2 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0278'JUNCTION WITH NEVADA STREET IN LOVELL, 93.0 METERS (305.1 FT) SOUTH OF
 PX0278'MILEPOST 217 AND 45.1 METERS (148.0 FT) SOUTHWEST OF THE CENTERLINE OF
 PX0278'THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM
 PX0278'POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0278'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PX0278'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0027 ***********************************************************************
 OV0027  DESIGNATION -  J 33
 OV0027  PID         -  OV0027
 OV0027  STATE/COUNTY-  WY/NATRONA
 OV0027  USGS QUAD   -  MIDWEST (1978)
 OV0027
 OV0027                         *CURRENT SURVEY CONTROL
 OV0027  ___________________________________________________________________
 OV0027* NAD 83(1986)-  43 24 34.     (N)    106 16 49.     (W)     SCALED    
 OV0027* NAVD 88     -      1479.255  (meters)    4853.19   (feet)  ADJUSTED  
 OV0027  ___________________________________________________________________
 OV0027  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 OV0027  DYNAMIC HT  -        1478.445 (meters)    4850.53  (feet)  COMP
 OV0027  MODELED GRAV-     980,020.6   (mgal)                       NAVD 88
 OV0027
 OV0027  VERT ORDER  -  FIRST     CLASS II
 OV0027
 OV0027.The horizontal coordinates were scaled from a topographic map and have
 OV0027.an estimated accuracy of +/- 6 seconds.
 OV0027
 OV0027.The orthometric height was determined by differential leveling
 OV0027.and adjusted by the National Geodetic Survey in June 1991..
 OV0027
 OV0027.The geoid height was determined by GEOID03.
 OV0027
 OV0027.The dynamic height is computed by dividing the NAVD 88
 OV0027.geopotential number by the normal gravity value computed on the
 OV0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0027.degrees latitude (g = 980.6199 gals.).
 OV0027
 OV0027.The modeled gravity was interpolated from observed gravity values.
 OV0027
 OV0027;                    North         East    Units  Estimated Accuracy
 OV0027;SPC WYEC     -   423,680.      485,290.      MT  (+/- 180 meters Scaled)
 OV0027
 OV0027                          SUPERSEDED SURVEY CONTROL
 OV0027
 OV0027  NGVD 29 (??/??/92) 1478.450  (m)         4850.55   (f) ADJ UNCH    1 2
 OV0027
 OV0027.Superseded values are not recommended for survey control.
 OV0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0027.See file dsdata.txt to determine how the superseded data were derived.
 OV0027
 OV0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ963070(NAD 83)
 OV0027_MARKER: DB = BENCH MARK DISK
 OV0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0027_STAMPING: J 33 1933
 OV0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0027+STABILITY: SURFACE MOTION
 OV0027
 OV0027  HISTORY     - Date     Condition        Report By
 OV0027  HISTORY     - 1933     MONUMENTED       CGS
 OV0027  HISTORY     - 1968     GOOD             USGS
 OV0027
 OV0027                          STATION DESCRIPTION
 OV0027
 OV0027'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0027'IN MIDWEST.
 OV0027'AT MIDWEST IN THE NORTHEAST CORNER OF THE JUNCTION ON WILSON ST. AND
 OV0027'FITZHUGH AVE, 47 FEET NORTH OF WILSON ST., AND 58 FEET EAST OF
 OV0027'FITZHUGH AVE., A STANDARD DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0028 ***********************************************************************
 OV0028  DESIGNATION -  J 33 RESET
 OV0028  PID         -  OV0028
 OV0028  STATE/COUNTY-  WY/NATRONA
 OV0028  USGS QUAD   -  MIDWEST (1978)
 OV0028
 OV0028                         *CURRENT SURVEY CONTROL
 OV0028  ___________________________________________________________________
 OV0028* NAD 83(1986)-  43 24 34.     (N)    106 16 49.     (W)     SCALED    
 OV0028* NAVD 88     -      1479.24   (meters)    4853.1    (feet)  RESET     
 OV0028  ___________________________________________________________________
 OV0028  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 OV0028
 OV0028  VERT ORDER  -  THIRD
 OV0028
 OV0028.The horizontal coordinates were scaled from a topographic map and have
 OV0028.an estimated accuracy of +/- 6 seconds.
 OV0028
 OV0028.The orthometric height was computed from unverified reset data.
 OV0028.No vertical observational check was made to the station.
 OV0028
 OV0028.The geoid height was determined by GEOID03.
 OV0028
 OV0028;                    North         East    Units  Estimated Accuracy
 OV0028;SPC WYEC     -   423,680.      485,290.      MT  (+/- 180 meters Scaled)
 OV0028
 OV0028                          SUPERSEDED SURVEY CONTROL
 OV0028
 OV0028  NGVD 29 (??/??/??) 1478.44   (m)         4850.5    (f) RESET       3  
 OV0028
 OV0028.Superseded values are not recommended for survey control.
 OV0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0028.See file dsdata.txt to determine how the superseded data were derived.
 OV0028
 OV0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ963070(NAD 83)
 OV0028_MARKER: DB = BENCH MARK DISK
 OV0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0028_STAMPING: J 33 1933
 OV0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0028+STABILITY: SURFACE MOTION
 OV0028
 OV0028  HISTORY     - Date     Condition        Report By
 OV0028  HISTORY     - UNK      MONUMENTED       CGS
 OV0028  HISTORY     - 1950     GOOD             NGS
 OV0028  HISTORY     - 1977     GOOD             USGS
 OV0028  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0028
 OV0028                          STATION DESCRIPTION
 OV0028
 OV0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 OV0028'IN MIDWEST.
 OV0028'AT MIDWEST, NATRONA COUNTY, 158 FEET NE OF OLD MARK, 38.2 FEET NE OF A
 OV0028'CEMENT-FILLED IRON PIPE LOCATED AT THE NE CORNER OF THE JUNCTION OF
 OV0028'WILSON STREET WITH U S HIGHWAY 87.  A STANDARD DISK, STAMPED J 33 1933
 OV0028'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 OV0028'GROUND.  NOTE-- USE MARK WITH CAUTION.
 OV0028
 OV0028                          STATION RECOVERY (1977)
 OV0028
 OV0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OV0028'U.S. HIGHWAY HAS BEEN MOVED ABOUT 1/4 MILE TO THE EAST. THE MARK IS
 OV0028'55 FEET NORTH OF THE CENTERLINE OF WILSON STREET AND 68 FEET EAST OF
 OV0028'THE CENTERLINE OF FITZHUGH STREET (OLD U.S. 87). IT IS A STANDARD
 OV0028'DISK IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 2
 OV0028'INCHES.
 OV0028
 OV0028                          STATION RECOVERY (1985)
 OV0028
 OV0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0028'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0226 ***********************************************************************
 OW0226  DESIGNATION -  J 330
 OW0226  PID         -  OW0226
 OW0226  STATE/COUNTY-  WY/FREMONT
 OW0226  USGS QUAD   -  BONNEVILLE (1980)
 OW0226
 OW0226                         *CURRENT SURVEY CONTROL
 OW0226  ___________________________________________________________________
 OW0226* NAD 83(1986)-  43 20 40.     (N)    108 07 06.     (W)     SCALED    
 OW0226* NAVD 88     -      1466.805  (meters)    4812.34   (feet)  ADJUSTED  
 OW0226  ___________________________________________________________________
 OW0226  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 OW0226  DYNAMIC HT  -        1465.903 (meters)    4809.38  (feet)  COMP
 OW0226  MODELED GRAV-     979,955.2   (mgal)                       NAVD 88
 OW0226
 OW0226  VERT ORDER  -  FIRST     CLASS II
 OW0226
 OW0226.The horizontal coordinates were scaled from a topographic map and have
 OW0226.an estimated accuracy of +/- 6 seconds.
 OW0226
 OW0226.The orthometric height was determined by differential leveling
 OW0226.and adjusted by the National Geodetic Survey in June 1991..
 OW0226
 OW0226.The geoid height was determined by GEOID03.
 OW0226
 OW0226.The dynamic height is computed by dividing the NAVD 88
 OW0226.geopotential number by the normal gravity value computed on the
 OW0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0226.degrees latitude (g = 980.6199 gals.).
 OW0226
 OW0226.The modeled gravity was interpolated from observed gravity values.
 OW0226
 OW0226;                    North         East    Units  Estimated Accuracy
 OW0226;SPC WYWC     -   316,110.      651,220.      MT  (+/- 180 meters Scaled)
 OW0226
 OW0226                          SUPERSEDED SURVEY CONTROL
 OW0226
 OW0226  NGVD 29 (06/08/92) 1465.850  (m)         4809.21   (f) ADJUSTED    1 2
 OW0226
 OW0226.Superseded values are not recommended for survey control.
 OW0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0226.See file dsdata.txt to determine how the superseded data were derived.
 OW0226
 OW0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP335030(NAD 83)
 OW0226_MARKER: I = METAL ROD
 OW0226_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OW0226+WITH SETTING: INFORMATION.
 OW0226_SP_SET: SHALLOW SET METAL ROD
 OW0226_STAMPING: J 330 1982
 OW0226_MARK LOGO: NGS   
 OW0226_PROJECTION: FLUSH
 OW0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0226_ROD/PIPE-DEPTH: 1.2  meters
 OW0226
 OW0226  HISTORY     - Date     Condition        Report By
 OW0226  HISTORY     - 1982     MONUMENTED       NGS
 OW0226
 OW0226                          STATION DESCRIPTION
 OW0226
 OW0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0226'12.5 KM (7.75 MI) NORTH FROM SHOSHONI.
 OW0226'12.5 KM (7.75 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0226'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.3 KM (0.2 MI) NORTH OF MILEPOST
 OW0226'108, 45.1 METERS (148.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND
 OW0226'6.7 METERS (22.0 FT) SOUTH OF THE CENTER OF A TRACK ROAD LEADING EAST.
 OW0226'N0TE=REFUSAL WAS REACHED AT 4 FT.  ACCESS TO THE DATUM POINT IS
 OW0226'THROUGH A 5-INCH LOGO CAP.
 OW0226'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 OW0226'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0223 ***********************************************************************
 OV0223  DESIGNATION -  J 331
 OV0223  PID         -  OV0223
 OV0223  STATE/COUNTY-  WY/FREMONT
 OV0223  USGS QUAD   -  LYSITE (1952)
 OV0223
 OV0223                         *CURRENT SURVEY CONTROL
 OV0223  ___________________________________________________________________
 OV0223* NAD 83(1986)-  43 15 54.     (N)    107 41 47.     (W)     SCALED    
 OV0223* NAVD 88     -      1605.120  (meters)    5266.13   (feet)  ADJUSTED  
 OV0223  ___________________________________________________________________
 OV0223  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 OV0223  DYNAMIC HT  -        1604.071 (meters)    5262.69  (feet)  COMP
 OV0223  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 OV0223
 OV0223  VERT ORDER  -  FIRST     CLASS II
 OV0223
 OV0223.The horizontal coordinates were scaled from a topographic map and have
 OV0223.an estimated accuracy of +/- 6 seconds.
 OV0223
 OV0223.The orthometric height was determined by differential leveling
 OV0223.and adjusted by the National Geodetic Survey in June 1991..
 OV0223
 OV0223.The geoid height was determined by GEOID03.
 OV0223
 OV0223.The dynamic height is computed by dividing the NAVD 88
 OV0223.geopotential number by the normal gravity value computed on the
 OV0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0223.degrees latitude (g = 980.6199 gals.).
 OV0223
 OV0223.The modeled gravity was interpolated from observed gravity values.
 OV0223
 OV0223;                    North         East    Units  Estimated Accuracy
 OV0223;SPC WYWC     -   307,630.      685,540.      MT  (+/- 180 meters Scaled)
 OV0223
 OV0223                          SUPERSEDED SURVEY CONTROL
 OV0223
 OV0223  NGVD 29 (06/08/92) 1604.098  (m)         5262.78   (f) ADJUSTED    1 2
 OV0223
 OV0223.Superseded values are not recommended for survey control.
 OV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0223.See file dsdata.txt to determine how the superseded data were derived.
 OV0223
 OV0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH811937(NAD 83)
 OV0223_MARKER: DB = BENCH MARK DISK
 OV0223_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OV0223_SP_SET: ABUTMENT
 OV0223_STAMPING: J 331 1982
 OV0223_MARK LOGO: NGS   
 OV0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0223+STABILITY: POSITION/ELEVATION WELL
 OV0223
 OV0223  HISTORY     - Date     Condition        Report By
 OV0223  HISTORY     - 1982     MONUMENTED       NGS
 OV0223
 OV0223                          STATION DESCRIPTION
 OV0223
 OV0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0223'45.9 KM (28.5 MI) EAST FROM SHOSHONI.
 OV0223'33.2 KM (20.6 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0223'WITH U. S. HIGHWAY 26 IN SHOSHONI, THENCE 12.7 KM (7.9 MI)
 OV0223'NORTHEASTERLY ALONG MONETA-LYSITE ROAD, IN TOP OF AND 1.7 METERS (5.6
 OV0223'FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 OV0223'OF THE ROAD OVERPASS OF BADWATER CREEK AND 4.6 METERS (15.1 FT)
 OV0223'SOUTHEAST OF THE CENTERLINE OF THE ROAD.
 OV0223'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0249 ***********************************************************************
 OV0249  DESIGNATION -  J 332
 OV0249  PID         -  OV0249
 OV0249  STATE/COUNTY-  WY/NATRONA
 OV0249  USGS QUAD   -  WALTMAN (1952)
 OV0249
 OV0249                         *CURRENT SURVEY CONTROL
 OV0249  ___________________________________________________________________
 OV0249* NAD 83(1986)-  43 04 14.     (N)    107 11 36.     (W)     SCALED    
 OV0249* NAVD 88     -      1843.032  (meters)    6046.68   (feet)  ADJUSTED  
 OV0249  ___________________________________________________________________
 OV0249  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 OV0249  DYNAMIC HT  -        1841.747 (meters)    6042.46  (feet)  COMP
 OV0249  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 OV0249
 OV0249  VERT ORDER  -  FIRST     CLASS II
 OV0249
 OV0249.The horizontal coordinates were scaled from a topographic map and have
 OV0249.an estimated accuracy of +/- 6 seconds.
 OV0249
 OV0249.The orthometric height was determined by differential leveling
 OV0249.and adjusted by the National Geodetic Survey in June 1991..
 OV0249
 OV0249.The geoid height was determined by GEOID03.
 OV0249
 OV0249.The dynamic height is computed by dividing the NAVD 88
 OV0249.geopotential number by the normal gravity value computed on the
 OV0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0249.degrees latitude (g = 980.6199 gals.).
 OV0249
 OV0249.The modeled gravity was interpolated from observed gravity values.
 OV0249
 OV0249;                    North         East    Units  Estimated Accuracy
 OV0249;SPC WYEC     -   385,500.      411,400.      MT  (+/- 180 meters Scaled)
 OV0249
 OV0249                          SUPERSEDED SURVEY CONTROL
 OV0249
 OV0249  NGVD 29 (06/08/92) 1842.000  (m)         6043.30   (f) ADJUSTED    1 2
 OV0249
 OV0249.Superseded values are not recommended for survey control.
 OV0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0249.See file dsdata.txt to determine how the superseded data were derived.
 OV0249
 OV0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH214709(NAD 83)
 OV0249_MARKER: I = METAL ROD
 OV0249_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0249+WITH SETTING: INFORMATION.
 OV0249_SP_SET: SHALLOW SET METAL ROD
 OV0249_STAMPING: J 332 1982
 OV0249_MARK LOGO: NGS   
 OV0249_PROJECTION: FLUSH
 OV0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0249_ROD/PIPE-DEPTH: 2.1  meters
 OV0249
 OV0249  HISTORY     - Date     Condition        Report By
 OV0249  HISTORY     - 1982     MONUMENTED       NGS
 OV0249
 OV0249                          STATION DESCRIPTION
 OV0249
 OV0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0249'0.2 KM (0.1 MI) EAST FROM WALTMAN.
 OV0249'0.2 KM (0.1 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OV0249'COUNTY ROADS 104 AND 212 IN WALTMAN, AT A UTILITY LINE CROSSING, 37.2
 OV0249'METERS (122.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 25.9 METERS
 OV0249'(85.0 FT) EAST OF A FENCE CORNER, 25.0 METERS (82.0 FT)
 OV0249'NORTH-NORTHEAST OF A HIGHWAY INFORMATION SIGN (COUNTY ROADS 212 AND
 OV0249'104) AND 6.1 METERS (20.0 FT) EAST OF A UTILITY POLE.  NOTE=REFUSAL
 OV0249'WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OV0249'LOGO CAP.
 OV0249'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OV0249'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0420 ***********************************************************************
 PW0420  DESIGNATION -  J 333
 PW0420  PID         -  PW0420
 PW0420  STATE/COUNTY-  WY/BIG HORN
 PW0420  USGS QUAD   -  MANDERSON (1978)
 PW0420
 PW0420                         *CURRENT SURVEY CONTROL
 PW0420  ___________________________________________________________________
 PW0420* NAD 83(1986)-  44 16 10.     (N)    107 59 40.     (W)     SCALED    
 PW0420* NAVD 88     -      1210.653  (meters)    3971.95   (feet)  ADJUSTED  
 PW0420  ___________________________________________________________________
 PW0420  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 PW0420  DYNAMIC HT  -        1210.123 (meters)    3970.21  (feet)  COMP
 PW0420  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 PW0420  OBS GRAVITY -     980,137.0   (mgal)                       GRAV_OBS
 PW0420
 PW0420  VERT ORDER  -  FIRST     CLASS II
 PW0420
 PW0420.The horizontal coordinates were scaled from a topographic map and have
 PW0420.an estimated accuracy of +/- 6 seconds.
 PW0420
 PW0420.The orthometric height was determined by differential leveling
 PW0420.and adjusted by the National Geodetic Survey in June 1991..
 PW0420
 PW0420.The geoid height was determined by GEOID03.
 PW0420
 PW0420.The dynamic height is computed by dividing the NAVD 88
 PW0420.geopotential number by the normal gravity value computed on the
 PW0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0420.degrees latitude (g = 980.6199 gals.).
 PW0420
 PW0420.The modeled gravity was interpolated from observed gravity values.
 PW0420.The observed gravity was obtained from relative gravimeter ties
 PW0420.to the IGSN71 gravity network.
 PW0420
 PW0420;                    North         East    Units  Estimated Accuracy
 PW0420;SPC WYEC     -   518,900.      347,220.      MT  (+/- 180 meters Scaled)
 PW0420
 PW0420                          SUPERSEDED SURVEY CONTROL
 PW0420
 PW0420  NGVD 29 (06/08/92) 1209.850  (m)         3969.32   (f) ADJUSTED    1 2
 PW0420
 PW0420.Superseded values are not recommended for survey control.
 PW0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0420.See file dsdata.txt to determine how the superseded data were derived.
 PW0420
 PW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK610061(NAD 83)
 PW0420_MARKER: I = METAL ROD
 PW0420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0420_SP_SET: STAINLESS STEEL ROD
 PW0420_STAMPING: J 333 1982
 PW0420_MARK LOGO: NGS   
 PW0420_PROJECTION: FLUSH
 PW0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0420_ROD/PIPE-DEPTH: 10.4 meters
 PW0420
 PW0420  HISTORY     - Date     Condition        Report By
 PW0420  HISTORY     - 1982     MONUMENTED       NGS
 PW0420
 PW0420                          STATION DESCRIPTION
 PW0420
 PW0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0420'33.3 KM (20.7 MI) NORTH FROM WORLAND.
 PW0420'33.3 KM (20.7 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0420'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.4 KM (0.25
 PW0420'MI) WEST OF THE JUNCTION OF COUNTY ROAD 30, 0.3 KM (0.2 MI) WEST OF
 PW0420'MILEPOST 186, 17.3 METERS (56.8 FT) SOUTH OF THE CENTERLINE OF THE
 PW0420'HIGHWAY AND 6.2 METERS (20.3 FT) EAST OF THE CENTER OF A FIELD
 PW0420'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 PW0420'CAP.
 PW0420'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 PW0420'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0259 ***********************************************************************
 OV0259  DESIGNATION -  J 334
 OV0259  PID         -  OV0259
 OV0259  STATE/COUNTY-  WY/NATRONA
 OV0259  USGS QUAD   -  POWDER RIVER (1968)
 OV0259
 OV0259                         *CURRENT SURVEY CONTROL
 OV0259  ___________________________________________________________________
 OV0259* NAD 83(1986)-  43 01 40.     (N)    106 57 40.     (W)     SCALED    
 OV0259* NAVD 88     -      1737.899  (meters)    5701.76   (feet)  ADJUSTED  
 OV0259  ___________________________________________________________________
 OV0259  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 OV0259  DYNAMIC HT  -        1736.760 (meters)    5698.02  (feet)  COMP
 OV0259  MODELED GRAV-     979,903.2   (mgal)                       NAVD 88
 OV0259
 OV0259  VERT ORDER  -  FIRST     CLASS II
 OV0259
 OV0259.The horizontal coordinates were scaled from a topographic map and have
 OV0259.an estimated accuracy of +/- 6 seconds.
 OV0259
 OV0259.The orthometric height was determined by differential leveling
 OV0259.and adjusted by the National Geodetic Survey in June 1991..
 OV0259
 OV0259.The geoid height was determined by GEOID03.
 OV0259
 OV0259.The dynamic height is computed by dividing the NAVD 88
 OV0259.geopotential number by the normal gravity value computed on the
 OV0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0259.degrees latitude (g = 980.6199 gals.).
 OV0259
 OV0259.The modeled gravity was interpolated from observed gravity values.
 OV0259
 OV0259;                    North         East    Units  Estimated Accuracy
 OV0259;SPC WYEC     -   380,810.      430,340.      MT  (+/- 180 meters Scaled)
 OV0259
 OV0259                          SUPERSEDED SURVEY CONTROL
 OV0259
 OV0259  NGVD 29 (06/08/92) 1736.944  (m)         5698.62   (f) ADJUSTED    1 2
 OV0259
 OV0259.Superseded values are not recommended for survey control.
 OV0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0259.See file dsdata.txt to determine how the superseded data were derived.
 OV0259
 OV0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH402657(NAD 83)
 OV0259_MARKER: I = METAL ROD
 OV0259_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0259_SP_SET: STAINLESS STEEL ROD
 OV0259_STAMPING: J 334 1982
 OV0259_MARK LOGO: NGS   
 OV0259_PROJECTION: FLUSH
 OV0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0259_ROD/PIPE-DEPTH: 8.5  meters
 OV0259
 OV0259  HISTORY     - Date     Condition        Report By
 OV0259  HISTORY     - 1982     MONUMENTED       NGS
 OV0259
 OV0259                          STATION DESCRIPTION
 OV0259
 OV0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0259'19.8 KM (12.3 MI) EAST FROM WALTMAN.
 OV0259'19.8 KM (12.3 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0259'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.5 KM (0.3 MI) WEST OF
 OV0259'MILEPOST 38 AND 21.8 METERS (71.5 FT) SOUTH-SOUTHWEST OF THE
 OV0259'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 OV0259'A 5-INCH LOGO CAP.
 OV0259'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0231 ***********************************************************************
 NR0231  DESIGNATION -  J 335
 NR0231  PID         -  NR0231
 NR0231  STATE/COUNTY-  WY/NATRONA
 NR0231  USGS QUAD   -  CASPER (1984)
 NR0231
 NR0231                         *CURRENT SURVEY CONTROL
 NR0231  ___________________________________________________________________
 NR0231* NAD 83(1986)-  42 52 02.     (N)    106 20 43.     (W)     SCALED    
 NR0231* NAVD 88     -      1623.753  (meters)    5327.26   (feet)  ADJUSTED  
 NR0231  ___________________________________________________________________
 NR0231  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NR0231  DYNAMIC HT  -        1622.745 (meters)    5323.96  (feet)  COMP
 NR0231  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 NR0231
 NR0231  VERT ORDER  -  FIRST     CLASS II
 NR0231
 NR0231.The horizontal coordinates were scaled from a topographic map and have
 NR0231.an estimated accuracy of +/- 6 seconds.
 NR0231
 NR0231.The orthometric height was determined by differential leveling
 NR0231.and adjusted by the National Geodetic Survey in June 1991..
 NR0231
 NR0231.The geoid height was determined by GEOID03.
 NR0231
 NR0231.The dynamic height is computed by dividing the NAVD 88
 NR0231.geopotential number by the normal gravity value computed on the
 NR0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0231.degrees latitude (g = 980.6199 gals.).
 NR0231
 NR0231.The modeled gravity was interpolated from observed gravity values.
 NR0231
 NR0231;                    North         East    Units  Estimated Accuracy
 NR0231;SPC WYEC     -   363,380.      480,740.      MT  (+/- 180 meters Scaled)
 NR0231
 NR0231                          SUPERSEDED SURVEY CONTROL
 NR0231
 NR0231  NGVD 29 (06/08/92) 1622.883  (m)         5324.41   (f) ADJUSTED    1 2
 NR0231
 NR0231.Superseded values are not recommended for survey control.
 NR0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0231.See file dsdata.txt to determine how the superseded data were derived.
 NR0231
 NR0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH901469(NAD 83)
 NR0231_MARKER: DB = BENCH MARK DISK
 NR0231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0231_SP_SET: ABUTMENT
 NR0231_STAMPING: J 335 1982
 NR0231_MARK LOGO: NGS   
 NR0231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0231+STABILITY: POSITION/ELEVATION WELL
 NR0231
 NR0231  HISTORY     - Date     Condition        Report By
 NR0231  HISTORY     - 1982     MONUMENTED       NGS
 NR0231
 NR0231                          STATION DESCRIPTION
 NR0231
 NR0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0231'IN CASPER.
 NR0231'IN CASPER, AT THE INTERSECTION OF INTERSTATE HIGHWAY 25 AND U. S.
 NR0231'HIGHWAY 20, IN TOP OF AND 1.9 METERS (6.2 FT) WEST OF THE EAST END OF
 NR0231'THE NORTH CONCRETE ABUTMENT OF THE INTERSTATE HIGHWAY OVERPASS OF THE
 NR0231'HIGHWAY AND 5.5 METERS (18.0 FT) EAST OF THE CENTERLINE OF THE SOUTH
 NR0231'BOUND LANES OF THE HIGHWAY.
 NR0231'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0299 ***********************************************************************
 NR0299  DESIGNATION -  J 336
 NR0299  PID         -  NR0299
 NR0299  STATE/COUNTY-  WY/CARBON
 NR0299  USGS QUAD   -  MUDDY GAP (1981)
 NR0299
 NR0299                         *CURRENT SURVEY CONTROL
 NR0299  ___________________________________________________________________
 NR0299* NAD 83(1986)-  42 19 40.     (N)    107 28 02.     (W)     SCALED    
 NR0299* NAVD 88     -      1951.505  (meters)    6402.56   (feet)  ADJUSTED  
 NR0299  ___________________________________________________________________
 NR0299  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 NR0299  DYNAMIC HT  -        1950.004 (meters)    6397.64  (feet)  COMP
 NR0299  MODELED GRAV-     979,782.9   (mgal)                       NAVD 88
 NR0299
 NR0299  VERT ORDER  -  FIRST     CLASS II
 NR0299
 NR0299.The horizontal coordinates were scaled from a topographic map and have
 NR0299.an estimated accuracy of +/- 6 seconds.
 NR0299
 NR0299.The orthometric height was determined by differential leveling
 NR0299.and adjusted by the National Geodetic Survey in June 1991..
 NR0299
 NR0299.The geoid height was determined by GEOID03.
 NR0299
 NR0299.The dynamic height is computed by dividing the NAVD 88
 NR0299.geopotential number by the normal gravity value computed on the
 NR0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0299.degrees latitude (g = 980.6199 gals.).
 NR0299
 NR0299.The modeled gravity was interpolated from observed gravity values.
 NR0299
 NR0299;                    North         East    Units  Estimated Accuracy
 NR0299;SPC WYEC     -   302,990.      388,970.      MT  (+/- 180 meters Scaled)
 NR0299
 NR0299                          SUPERSEDED SURVEY CONTROL
 NR0299
 NR0299  NGVD 29 (06/08/92) 1950.429  (m)         6399.03   (f) ADJUSTED    1 2
 NR0299
 NR0299.Superseded values are not recommended for survey control.
 NR0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0299.See file dsdata.txt to determine how the superseded data were derived.
 NR0299
 NR0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG967891(NAD 83)
 NR0299_MARKER: I = METAL ROD
 NR0299_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0299+WITH SETTING: INFORMATION.
 NR0299_SP_SET: SHALLOW SET METAL ROD
 NR0299_STAMPING: J 336 1982
 NR0299_MARK LOGO: NGS   
 NR0299_PROJECTION: FLUSH
 NR0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0299_ROD/PIPE-DEPTH: 2.4  meters
 NR0299
 NR0299  HISTORY     - Date     Condition        Report By
 NR0299  HISTORY     - 1982     MONUMENTED       NGS
 NR0299
 NR0299                          STATION DESCRIPTION
 NR0299
 NR0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0299'4.5 KM (2.8 MI) SOUTH FROM MUDDY GAP.
 NR0299'4.5 KM (2.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0299'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.8 KM (0.5 MI) NORTH OF MILEPOST
 NR0299'41, 53.0 METERS (173.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND
 NR0299'48.5 METERS (159.1 FT) NORTHWEST OF THE WEST END OF A CONCRETE PIPE
 NR0299'CULVERT.  NOTE, REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM
 NR0299'POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0299'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 NR0299'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0458 ***********************************************************************
 MP0458  DESIGNATION -  J 337
 MP0458  PID         -  MP0458
 MP0458  STATE/COUNTY-  WY/CARBON
 MP0458  USGS QUAD   -  RENDLE HILL (1983)
 MP0458
 MP0458                         *CURRENT SURVEY CONTROL
 MP0458  ___________________________________________________________________
 MP0458* NAD 83(1986)-  41 57 18.     (N)    107 20 35.     (W)     SCALED    
 MP0458* NAVD 88     -      2121.357  (meters)    6959.82   (feet)  ADJUSTED  
 MP0458  ___________________________________________________________________
 MP0458  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 MP0458  DYNAMIC HT  -        2119.589 (meters)    6954.02  (feet)  COMP
 MP0458  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 MP0458
 MP0458  VERT ORDER  -  FIRST     CLASS II
 MP0458
 MP0458.The horizontal coordinates were scaled from a topographic map and have
 MP0458.an estimated accuracy of +/- 6 seconds.
 MP0458
 MP0458.The orthometric height was determined by differential leveling
 MP0458.and adjusted by the National Geodetic Survey in June 1991..
 MP0458
 MP0458.The geoid height was determined by GEOID03.
 MP0458
 MP0458.The dynamic height is computed by dividing the NAVD 88
 MP0458.geopotential number by the normal gravity value computed on the
 MP0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0458.degrees latitude (g = 980.6199 gals.).
 MP0458
 MP0458.The modeled gravity was interpolated from observed gravity values.
 MP0458
 MP0458;                    North         East    Units  Estimated Accuracy
 MP0458;SPC WYEC     -   261,580.      399,190.      MT  (+/- 180 meters Scaled)
 MP0458
 MP0458                          SUPERSEDED SURVEY CONTROL
 MP0458
 MP0458  NGVD 29 (06/08/92) 2120.218  (m)         6956.08   (f) ADJUSTED    1 2
 MP0458
 MP0458.Superseded values are not recommended for survey control.
 MP0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0458.See file dsdata.txt to determine how the superseded data were derived.
 MP0458
 MP0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG058474(NAD 83)
 MP0458_MARKER: I = METAL ROD
 MP0458_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MP0458+WITH SETTING: INFORMATION.
 MP0458_SP_SET: SHALLOW SET METAL ROD
 MP0458_STAMPING: J 337 1982
 MP0458_MARK LOGO: NGS   
 MP0458_PROJECTION: FLUSH
 MP0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0458_ROD/PIPE-DEPTH: 2.7  meters
 MP0458
 MP0458  HISTORY     - Date     Condition        Report By
 MP0458  HISTORY     - 1982     MONUMENTED       NGS
 MP0458
 MP0458                          STATION DESCRIPTION
 MP0458
 MP0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0458'21.8 KM (13.55 MI) NORT FROM RAWLINS.
 MP0458'21.8 KM (13.55 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0458'WITH U.S. HIGHWAY 30 IN RAWLINS, 0.7 KM (0.45 MI) SOUTH OF MILEPOST 14
 MP0458'AND 29.3 METERS (96.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 MP0458'NOTE, REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO THE DATUM POINT IS
 MP0458'THROUGH A 5-INCH LOGO CAP.
 MP0458'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 MP0458'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0262 ***********************************************************************
 NR0262  DESIGNATION -  J 338
 NR0262  PID         -  NR0262
 NR0262  STATE/COUNTY-  WY/NATRONA
 NR0262  USGS QUAD   -  ALCOVA (1984)
 NR0262
 NR0262                         *CURRENT SURVEY CONTROL
 NR0262  ___________________________________________________________________
 NR0262* NAD 83(1986)-  42 34 12.     (N)    106 42 45.     (W)     SCALED    
 NR0262* NAVD 88     -      1641.020  (meters)    5383.91   (feet)  ADJUSTED  
 NR0262  ___________________________________________________________________
 NR0262  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 NR0262  DYNAMIC HT  -        1639.938 (meters)    5380.36  (feet)  COMP
 NR0262  MODELED GRAV-     979,903.8   (mgal)                       NAVD 88
 NR0262
 NR0262  VERT ORDER  -  FIRST     CLASS II
 NR0262
 NR0262.The horizontal coordinates were scaled from a topographic map and have
 NR0262.an estimated accuracy of +/- 6 seconds.
 NR0262
 NR0262.The orthometric height was determined by differential leveling
 NR0262.and adjusted by the National Geodetic Survey in June 1991..
 NR0262
 NR0262.The geoid height was determined by GEOID03.
 NR0262
 NR0262.The dynamic height is computed by dividing the NAVD 88
 NR0262.geopotential number by the normal gravity value computed on the
 NR0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0262.degrees latitude (g = 980.6199 gals.).
 NR0262
 NR0262.The modeled gravity was interpolated from observed gravity values.
 NR0262
 NR0262;                    North         East    Units  Estimated Accuracy
 NR0262;SPC WYEC     -   330,080.      450,970.      MT  (+/- 180 meters Scaled)
 NR0262
 NR0262                          SUPERSEDED SURVEY CONTROL
 NR0262
 NR0262  NGVD 29 (06/08/92) 1640.116  (m)         5380.95   (f) ADJUSTED    1 2
 NR0262
 NR0262.Superseded values are not recommended for survey control.
 NR0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0262.See file dsdata.txt to determine how the superseded data were derived.
 NR0262
 NR0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH594144(NAD 83)
 NR0262_MARKER: DB = BENCH MARK DISK
 NR0262_SETTING: 66 = SET IN ROCK OUTCROP
 NR0262_SP_SET: ROCK OUTCROP
 NR0262_STAMPING: J 338 1982
 NR0262_MARK LOGO: NGS   
 NR0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0262+STABILITY: POSITION/ELEVATION WELL
 NR0262
 NR0262  HISTORY     - Date     Condition        Report By
 NR0262  HISTORY     - 1982     MONUMENTED       NGS
 NR0262
 NR0262                          STATION DESCRIPTION
 NR0262
 NR0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0262'41.7 KM (25.9 MI) SW FROM CASPER.
 NR0262'41.7 KM (25.9 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0262'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN THE NORTH END OF AN 8 BY
 NR0262'18 FT. EXPOSED AREA OUTCROPPING BEDROCK AT THE NORTHEAST END OF A
 NR0262'HILL, 43.4 METERS (142.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 NR0262'HIGHWAY, 29.7 METERS (97.4 FT) WEST OF THE SOUTH END OF A BOX CULVERT,
 NR0262'29.1 METERS (95.5 FT) NORTHWEST OF A T-FENCE CORNER AND 6.1 METERS
 NR0262'(20.0 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD LEADING NORTH.
 NR0262'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0704 ***********************************************************************
 PY0704  DESIGNATION -  J 339
 PY0704  PID         -  PY0704
 PY0704  STATE/COUNTY-  WY/PARK
 PY0704  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0704
 PY0704                         *CURRENT SURVEY CONTROL
 PY0704  ___________________________________________________________________
 PY0704* NAD 83(1986)-  44 43 00.     (N)    110 43 29.     (W)     SCALED    
 PY0704* NAVD 88     -      2270.573  (meters)    7449.37   (feet)  ADJUSTED  
 PY0704  ___________________________________________________________________
 PY0704  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY0704  DYNAMIC HT  -        2269.165 (meters)    7444.75  (feet)  COMP
 PY0704  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 PY0704
 PY0704  VERT ORDER  -  FIRST     CLASS II
 PY0704
 PY0704.The horizontal coordinates were scaled from a topographic map and have
 PY0704.an estimated accuracy of +/- 6 seconds.
 PY0704
 PY0704.The orthometric height was determined by differential leveling
 PY0704.and adjusted by the National Geodetic Survey in June 1991..
 PY0704
 PY0704.The geoid height was determined by GEOID03.
 PY0704
 PY0704.The dynamic height is computed by dividing the NAVD 88
 PY0704.geopotential number by the normal gravity value computed on the
 PY0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0704.degrees latitude (g = 980.6199 gals.).
 PY0704
 PY0704.The modeled gravity was interpolated from observed gravity values.
 PY0704
 PY0704;                    North         East    Units  Estimated Accuracy
 PY0704;SPC WYWC     -   470,280.      443,540.      MT  (+/- 180 meters Scaled)
 PY0704
 PY0704                          SUPERSEDED SURVEY CONTROL
 PY0704
 PY0704  NGVD 29 (08/20/92) 2269.231  (m)         7444.97   (f) ADJUSTED    1 2
 PY0704
 PY0704.Superseded values are not recommended for survey control.
 PY0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0704.See file dsdata.txt to determine how the superseded data were derived.
 PY0704
 PY0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ218515(NAD 83)
 PY0704_MARKER: DB = BENCH MARK DISK
 PY0704_SETTING: 66 = SET IN ROCK OUTCROP
 PY0704_SP_SET: BEDROCK
 PY0704_STAMPING: J 339 1983
 PY0704_MARK LOGO: NGS   
 PY0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0704+STABILITY: POSITION/ELEVATION WELL
 PY0704
 PY0704  HISTORY     - Date     Condition        Report By
 PY0704  HISTORY     - 1983     MONUMENTED       NGS
 PY0704  HISTORY     - 1987     GOOD             NGS
 PY0704
 PY0704                          STATION DESCRIPTION
 PY0704
 PY0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0704'4.1 KM (2.55 MI) SOUTH FROM NORRIS JUNCTION.
 PY0704'4.1 KM (2.55 MI) SOUTHERLY ALONG THE MADISON JUNCTION-NORRIS JUNCTION
 PY0704'HIGHWAY FROM THE MUSEUM BUILDING IN NORRIS JUNCTION, IN THE CENTER OF
 PY0704'A 2 BY 10 FT EXPOSED AREA OF ROCK OUTCROP NORTHWEST OF AN OLD
 PY0704'CROSSROAD, 76.5 METERS (250.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PY0704'HIGHWAY, 25.0 METERS (8.2 FT) NORTHEAST OF THE CENTER OF AN OLD DIRT
 PY0704'ROAD, AND 2.0 METERS (6.6 FT) SOUTHWEST OF THE CENTER OF AN OLD DIRT
 PY0704'ROAD.
 PY0704'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PY0704
 PY0704                          STATION RECOVERY (1987)
 PY0704
 PY0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0492 ***********************************************************************
 MP0492  DESIGNATION -  J 339 X
 MP0492  PID         -  MP0492
 MP0492  STATE/COUNTY-  WY/CARBON
 MP0492  USGS QUAD   -  COMO EAST (1971)
 MP0492
 MP0492                         *CURRENT SURVEY CONTROL
 MP0492  ___________________________________________________________________
 MP0492* NAD 83(1986)-  41 54 28.     (N)    106 20 57.     (W)     SCALED    
 MP0492* NAVD 88     -      2047.250  (meters)    6716.69   (feet)  ADJUSTED  
 MP0492  ___________________________________________________________________
 MP0492  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MP0492  DYNAMIC HT  -        2045.453 (meters)    6710.79  (feet)  COMP
 MP0492  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 MP0492
 MP0492  VERT ORDER  -  FIRST     CLASS II
 MP0492
 MP0492.The horizontal coordinates were scaled from a topographic map and have
 MP0492.an estimated accuracy of +/- 6 seconds.
 MP0492
 MP0492.The orthometric height was determined by differential leveling
 MP0492.and adjusted by the National Geodetic Survey in June 1991..
 MP0492
 MP0492.The geoid height was determined by GEOID03.
 MP0492
 MP0492.The dynamic height is computed by dividing the NAVD 88
 MP0492.geopotential number by the normal gravity value computed on the
 MP0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0492.degrees latitude (g = 980.6199 gals.).
 MP0492
 MP0492.The modeled gravity was interpolated from observed gravity values.
 MP0492
 MP0492;                    North         East    Units  Estimated Accuracy
 MP0492;SPC WYEC     -   256,800.      481,650.      MT  (+/- 180 meters Scaled)
 MP0492
 MP0492                          SUPERSEDED SURVEY CONTROL
 MP0492
 MP0492  NGVD 29 (06/08/92) 2046.037  (m)         6712.71   (f) ADJUSTED    1 2
 MP0492
 MP0492.Superseded values are not recommended for survey control.
 MP0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0492.See file dsdata.txt to determine how the superseded data were derived.
 MP0492
 MP0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG881404(NAD 83)
 MP0492_MARKER: DB = BENCH MARK DISK
 MP0492_SETTING: 66 = SET IN ROCK OUTCROP
 MP0492_SP_SET: ROCK OUTCROP
 MP0492_STAMPING: J 339 X 1983
 MP0492_MARK LOGO: NGS   
 MP0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0492
 MP0492  HISTORY     - Date     Condition        Report By
 MP0492  HISTORY     - 1983     MONUMENTED       NGS
 MP0492
 MP0492                          STATION DESCRIPTION
 MP0492
 MP0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0492'12.7 KM (7.9 MI) WEST FROM MEDICINE BOW.
 MP0492'12.7 KM (7.9 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0492'STATION IN MEDICINE BOW, 1.1 KM (0.7 MI) WEST OF MILEPOST 630, IN THE
 MP0492'CENTER OF A 4 BY 4 FT EXPOSED AREA OF SANDSTONE IN A RAILROAD CUT, AND
 MP0492'10.6 METERS (34.8 FT) SOUTH OF THE NEAR RAIL.  NOTE=THE DATUM POINT IS
 MP0492'STAMPED J 339 1983.
 MP0492'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MP0492'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0251 ***********************************************************************
 OU0251  DESIGNATION -  J 34
 OU0251  PID         -  OU0251
 OU0251  STATE/COUNTY-  WY/CAMPBELL
 OU0251  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0251
 OU0251                         *CURRENT SURVEY CONTROL
 OU0251  ___________________________________________________________________
 OU0251* NAD 83(1986)-  43 44 24.     (N)    105 47 07.     (W)     SCALED    
 OU0251* NAVD 88     -      1558.237  (meters)    5112.32   (feet)  POSTED    
 OU0251  ___________________________________________________________________
 OU0251  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0251  DYNAMIC HT  -        1557.390 (meters)    5109.54  (feet)  COMP
 OU0251  MODELED GRAV-     980,023.1   (mgal)                       NAVD 88
 OU0251
 OU0251  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0251
 OU0251.The horizontal coordinates were scaled from a topographic map and have
 OU0251.an estimated accuracy of +/- 6 seconds.
 OU0251
 OU0251.The orthometric height was determined by differential leveling
 OU0251.and adjusted by the National Geodetic Survey in 1992..
 OU0251.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0251.rate of 0.0 thru 1.0 mm/km.
 OU0251
 OU0251.The geoid height was determined by GEOID03.
 OU0251
 OU0251.The dynamic height is computed by dividing the NAVD 88
 OU0251.geopotential number by the normal gravity value computed on the
 OU0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0251.degrees latitude (g = 980.6199 gals.).
 OU0251
 OU0251.The modeled gravity was interpolated from observed gravity values.
 OU0251
 OU0251;                    North         East    Units  Estimated Accuracy
 OU0251;SPC WY E     -   360,050.      150,170.      MT  (+/- 180 meters Scaled)
 OU0251
 OU0251                          SUPERSEDED SURVEY CONTROL
 OU0251
 OU0251  NGVD 29 (??/??/92) 1557.431  (m)         5109.67   (f) ADJ UNCH    1 2
 OU0251
 OU0251.Superseded values are not recommended for survey control.
 OU0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0251.See file dsdata.txt to determine how the superseded data were derived.
 OU0251
 OU0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ367432(NAD 83)
 OU0251_MARKER: DB = BENCH MARK DISK
 OU0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0251_STAMPING: J 34 1933
 OU0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0251+STABILITY: SURFACE MOTION
 OU0251
 OU0251  HISTORY     - Date     Condition        Report By
 OU0251  HISTORY     - 1933     MONUMENTED       CGS
 OU0251  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0251
 OU0251                          STATION DESCRIPTION
 OU0251
 OU0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0251'8.5 MI N FROM PINE TREE.
 OU0251'8.5 MILES NORTH ALONG OLD STATE HIGHWAY 316 FROM THE POST OFFICE
 OU0251'AND STORE AT PINE TREE, CAMPBELL COUNTY, AT THE INTERSECTION
 OU0251'OF AN EAST-AND-WEST ROAD, OPPOSITE A SCHOOLHOUSE ON THE WEST
 OU0251'SIDE OF THE HIGHWAY, 29 FEET NORTH OF THE ROAD LEADING EAST,
 OU0251'AND 30 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY.  A
 OU0251'STANDARD DISK, STAMPED J 34 1933 AND SET IN THE TOP OF A CONCRETE
 OU0251'POST PROJECTING 6 INCHES ABOVE GROUND.
 OU0251
 OU0251                          STATION RECOVERY (1985)
 OU0251
 OU0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0251'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0309 ***********************************************************************
 OU0309  DESIGNATION -  J 34 RESET
 OU0309  PID         -  OU0309
 OU0309  STATE/COUNTY-  WY/CAMPBELL
 OU0309  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0309
 OU0309                         *CURRENT SURVEY CONTROL
 OU0309  ___________________________________________________________________
 OU0309* NAD 83(1986)-  43 44 24.     (N)    105 47 09.     (W)     SCALED    
 OU0309* NAVD 88     -      1558.490  (meters)    5113.15   (feet)  ADJUSTED  
 OU0309  ___________________________________________________________________
 OU0309  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0309  DYNAMIC HT  -        1557.646 (meters)    5110.38  (feet)  COMP
 OU0309  MODELED GRAV-     980,023.0   (mgal)                       NAVD 88
 OU0309
 OU0309  VERT ORDER  -  FIRST     CLASS II
 OU0309
 OU0309.The horizontal coordinates were scaled from a topographic map and have
 OU0309.an estimated accuracy of +/- 6 seconds.
 OU0309
 OU0309.The orthometric height was determined by differential leveling
 OU0309.and adjusted by the National Geodetic Survey in June 1991..
 OU0309
 OU0309.The geoid height was determined by GEOID03.
 OU0309
 OU0309.The dynamic height is computed by dividing the NAVD 88
 OU0309.geopotential number by the normal gravity value computed on the
 OU0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0309.degrees latitude (g = 980.6199 gals.).
 OU0309
 OU0309.The modeled gravity was interpolated from observed gravity values.
 OU0309
 OU0309;                    North         East    Units  Estimated Accuracy
 OU0309;SPC WY E     -   360,050.      150,130.      MT  (+/- 180 meters Scaled)
 OU0309
 OU0309                          SUPERSEDED SURVEY CONTROL
 OU0309
 OU0309  NGVD 29 (06/08/92) 1557.674  (m)         5110.47   (f) ADJUSTED    1 2
 OU0309
 OU0309.Superseded values are not recommended for survey control.
 OU0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0309.See file dsdata.txt to determine how the superseded data were derived.
 OU0309
 OU0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ367432(NAD 83)
 OU0309_MARKER: DB = BENCH MARK DISK
 OU0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0309_SP_SET: CONCRETE POST
 OU0309_STAMPING: J 34 RESET 1983
 OU0309_MARK LOGO: NGS   
 OU0309_PROJECTION: FLUSH
 OU0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0309+STABILITY: SURFACE MOTION
 OU0309
 OU0309  HISTORY     - Date     Condition        Report By
 OU0309  HISTORY     - 1983     MONUMENTED       NGS
 OU0309  HISTORY     - 1985     GOOD             NGS
 OU0309
 OU0309                          STATION DESCRIPTION
 OU0309
 OU0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0309'13.8 KM (8.6 MI) NORTH FROM PINE TREE JUNCTION.
 OU0309'13.79 KM (8.57 MI) NORTH ALONG STATE HIGHWAY 50 FROM PINE TREE
 OU0309'JUNCTION, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A GRAVEL ROAD
 OU0309'LEADING WEST TO SOME OLD RUSTY OIL STORAGE TANKS AND OIL WELLS,
 OU0309'1.19 KM (0.74 MI) NORTH OF A GRAVEL DRIVE LEADING EAST TO THE RUBY
 OU0309'RANCH, 32.0 METERS (105 FT) WEST OF THE HIGHWAY CENTERLINE, 42.1
 OU0309'METERS (138 FT) NORTH OF A T JUNCTION POWER POLE WITH A TRANSFORMER,
 OU0309'38.7 METERS (127 FT) SOUTH OF THE CENTER OF THE ROAD, 19.8 METERS (65
 OU0309'FT) NORTH OF AN EAST-WEST HIGH PRESSURE OIL PIPE LINE AND 1.5 METERS
 OU0309'(5 FT) WEST OF THE RIGHT OF WAY FENCE.
 OU0309'THE MARK IS 0.5 METERS  SSW FROM  A WITNESS POST
 OU0309'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0598 ***********************************************************************
 MR0598  DESIGNATION -  J 340
 MR0598  PID         -  MR0598
 MR0598  STATE/COUNTY-  WY/UINTA
 MR0598  USGS QUAD   -  CARTER (1964)
 MR0598
 MR0598                         *CURRENT SURVEY CONTROL
 MR0598  ___________________________________________________________________
 MR0598* NAD 83(1986)-  41 25 56.     (N)    110 26 51.     (W)     SCALED    
 MR0598* NAVD 88     -      1986.858  (meters)    6518.55   (feet)  ADJUSTED  
 MR0598  ___________________________________________________________________
 MR0598  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 MR0598  DYNAMIC HT  -        1985.140 (meters)    6512.91  (feet)  COMP
 MR0598  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 MR0598
 MR0598  VERT ORDER  -  FIRST     CLASS II
 MR0598
 MR0598.The horizontal coordinates were scaled from a topographic map and have
 MR0598.an estimated accuracy of +/- 6 seconds.
 MR0598
 MR0598.The orthometric height was determined by differential leveling
 MR0598.and adjusted by the National Geodetic Survey in June 1991..
 MR0598
 MR0598.The geoid height was determined by GEOID03.
 MR0598
 MR0598.The dynamic height is computed by dividing the NAVD 88
 MR0598.geopotential number by the normal gravity value computed on the
 MR0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0598.degrees latitude (g = 980.6199 gals.).
 MR0598
 MR0598.The modeled gravity was interpolated from observed gravity values.
 MR0598
 MR0598;                    North         East    Units  Estimated Accuracy
 MR0598;SPC WY W     -   203,580.      769,560.      MT  (+/- 180 meters Scaled)
 MR0598
 MR0598                          SUPERSEDED SURVEY CONTROL
 MR0598
 MR0598  NGVD 29 (06/08/92) 1985.595  (m)         6514.41   (f) ADJUSTED    1 2
 MR0598
 MR0598.Superseded values are not recommended for survey control.
 MR0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0598.See file dsdata.txt to determine how the superseded data were derived.
 MR0598
 MR0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL461868(NAD 83)
 MR0598_MARKER: I = METAL ROD
 MR0598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0598_SP_SET: STAINLESS STEEL ROD
 MR0598_STAMPING: J 340 1983
 MR0598_MARK LOGO: NGS   
 MR0598_PROJECTION: FLUSH
 MR0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0598_ROD/PIPE-DEPTH: 8.5  meters
 MR0598
 MR0598  HISTORY     - Date     Condition        Report By
 MR0598  HISTORY     - 1983     MONUMENTED       NGS
 MR0598
 MR0598                          STATION DESCRIPTION
 MR0598
 MR0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0598'1.7 KM (1.05 MI) WEST FROM CARTER.
 MR0598'1.7 KM (1.05 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0598'STATION IN CARTER, 28.2 METERS (92.5 FT) NORTH OF RAILROAD SIGN
 MR0598'(2189-2190), 18.2 METERS (59.7 FT) NORTH OF THE NEAR RAIL, 13.8 METERS
 MR0598'(45.3 FT) SOUTH OF THE CENTER OF A DIRT ROAD, AND 1.1 METERS (3.6 FT)
 MR0598'EAST OF UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 MR0598'5-INCH LOGO CAP.
 MR0598'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MR0598'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0373 ***********************************************************************
 MQ0373  DESIGNATION -  J 341
 MQ0373  PID         -  MQ0373
 MQ0373  STATE/COUNTY-  WY/SWEETWATER
 MQ0373  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0373
 MQ0373                         *CURRENT SURVEY CONTROL
 MQ0373  ___________________________________________________________________
 MQ0373* NAD 83(1986)-  41 41 17.     (N)    108 49 31.     (W)     SCALED    
 MQ0373* NAVD 88     -      1982.970  (meters)    6505.79   (feet)  ADJUSTED  
 MQ0373  ___________________________________________________________________
 MQ0373  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 MQ0373  DYNAMIC HT  -        1981.287 (meters)    6500.27  (feet)  COMP
 MQ0373  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 MQ0373
 MQ0373  VERT ORDER  -  FIRST     CLASS II
 MQ0373
 MQ0373.The horizontal coordinates were scaled from a topographic map and have
 MQ0373.an estimated accuracy of +/- 6 seconds.
 MQ0373
 MQ0373.The orthometric height was determined by differential leveling
 MQ0373.and adjusted by the National Geodetic Survey in June 1991..
 MQ0373
 MQ0373.The geoid height was determined by GEOID03.
 MQ0373
 MQ0373.The dynamic height is computed by dividing the NAVD 88
 MQ0373.geopotential number by the normal gravity value computed on the
 MQ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0373.degrees latitude (g = 980.6199 gals.).
 MQ0373
 MQ0373.The modeled gravity was interpolated from observed gravity values.
 MQ0373
 MQ0373;                    North         East    Units  Estimated Accuracy
 MQ0373;SPC WYWC     -   131,940.      593,730.      MT  (+/- 180 meters Scaled)
 MQ0373
 MQ0373                          SUPERSEDED SURVEY CONTROL
 MQ0373
 MQ0373  NGVD 29 (06/08/92) 1981.664  (m)         6501.51   (f) ADJUSTED    1 2
 MQ0373
 MQ0373.Superseded values are not recommended for survey control.
 MQ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0373.See file dsdata.txt to determine how the superseded data were derived.
 MQ0373
 MQ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM809174(NAD 83)
 MQ0373_MARKER: I = METAL ROD
 MQ0373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0373_SP_SET: STAINLESS STEEL ROD
 MQ0373_STAMPING: J 341 1983
 MQ0373_MARK LOGO: NGS   
 MQ0373_PROJECTION: FLUSH
 MQ0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0373_ROD/PIPE-DEPTH: 11.8 meters
 MQ0373
 MQ0373  HISTORY     - Date     Condition        Report By
 MQ0373  HISTORY     - 1983     MONUMENTED       NGS
 MQ0373
 MQ0373                          STATION DESCRIPTION
 MQ0373
 MQ0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0373'3.2 KM (2.0 MI) WEST FROM POINT OF ROCKS.
 MQ0373'3.2 KM (2.0 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0373'STATION IN POINT OF ROCKS, 0.2 KM (0.1 MI) WEST OF MILEPOST 779, 13.4
 MQ0373'METERS (44.3 FT) SOUTH OF THE CENTERLINE OF A PAVED FRONTAGE ROAD, 9.1
 MQ0373'METERS (29.9 FT) NORTH OF THE NEAR RAIL, AND 1.0 METERS (3.3 FT) NORTH
 MQ0373'OF A UTILITY POLE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5
 MQ0373'INCH LOGO CAP.
 MQ0373'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MQ0373'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0441 ***********************************************************************
 MP0441  DESIGNATION -  J 342
 MP0441  PID         -  MP0441
 MP0441  STATE/COUNTY-  WY/SWEETWATER
 MP0441  USGS QUAD   -  CRESTON (1981)
 MP0441
 MP0441                         *CURRENT SURVEY CONTROL
 MP0441  ___________________________________________________________________
 MP0441* NAD 83(1986)-  41 42 02.     (N)    107 50 42.     (W)     SCALED    
 MP0441* NAVD 88     -      2108.904  (meters)    6918.96   (feet)  ADJUSTED  
 MP0441  ___________________________________________________________________
 MP0441  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 MP0441  DYNAMIC HT  -        2107.019 (meters)    6912.78  (feet)  COMP
 MP0441  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 MP0441
 MP0441  VERT ORDER  -  FIRST     CLASS II
 MP0441
 MP0441.The horizontal coordinates were scaled from a topographic map and have
 MP0441.an estimated accuracy of +/- 6 seconds.
 MP0441
 MP0441.The orthometric height was determined by differential leveling
 MP0441.and adjusted by the National Geodetic Survey in June 1991..
 MP0441
 MP0441.The geoid height was determined by GEOID03.
 MP0441
 MP0441.The dynamic height is computed by dividing the NAVD 88
 MP0441.geopotential number by the normal gravity value computed on the
 MP0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0441.degrees latitude (g = 980.6199 gals.).
 MP0441
 MP0441.The modeled gravity was interpolated from observed gravity values.
 MP0441
 MP0441;                    North         East    Units  Estimated Accuracy
 MP0441;SPC WYWC     -   133,720.      675,330.      MT  (+/- 180 meters Scaled)
 MP0441
 MP0441                          SUPERSEDED SURVEY CONTROL
 MP0441
 MP0441  NGVD 29 (06/08/92) 2107.645  (m)         6914.83   (f) ADJUSTED    1 2
 MP0441
 MP0441.Superseded values are not recommended for survey control.
 MP0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0441.See file dsdata.txt to determine how the superseded data were derived.
 MP0441
 MP0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG632204(NAD 83)
 MP0441_MARKER: I = METAL ROD
 MP0441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0441_SP_SET: STAINLESS STEEL ROD
 MP0441_STAMPING: J 342 1983
 MP0441_MARK LOGO: NGS   
 MP0441_PROJECTION: FLUSH
 MP0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0441_ROD/PIPE-DEPTH: 6.4  meters
 MP0441
 MP0441  HISTORY     - Date     Condition        Report By
 MP0441  HISTORY     - 1983     MONUMENTED       NGS
 MP0441
 MP0441                          STATION DESCRIPTION
 MP0441
 MP0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0441'8.1 KM (5.05 MI) WEST FROM CRESTON.
 MP0441'8.1 KM (5.05 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0441'RAILROAD STATION SIGN AT CRESTON, 0.1 KM (0.05 MI) SOUTHEAST OF
 MP0441'MILEPOST 717, 26.2 METERS (86.0 FT) NORTHEAST OF THE NEAR RAIL, 18.6
 MP0441'METERS (61.0 FT) SOUTHWEST OF A FENCE, AND 1.8 METERS (5.9 FT)
 MP0441'SOUTHEAST OF A UTILITY POLE.  NOTE, ACCESS TO THE DATUM POINT IS
 MP0441'THROUGH A 5-INCH LOGO CAP.
 MP0441'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MP0441'THE MARK IS 3.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0952 ***********************************************************************
 MO0952  DESIGNATION -  J 344
 MO0952  PID         -  MO0952
 MO0952  STATE/COUNTY-  WY/ALBANY
 MO0952  USGS QUAD   -  BUFORD (1987)
 MO0952
 MO0952                         *CURRENT SURVEY CONTROL
 MO0952  ___________________________________________________________________
 MO0952* NAD 83(1986)-  41 06 38.     (N)    105 20 52.     (W)     SCALED    
 MO0952* NAVD 88     -      2434.387  (meters)    7986.82   (feet)  ADJUSTED  
 MO0952  ___________________________________________________________________
 MO0952  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 MO0952  DYNAMIC HT  -        2432.135 (meters)    7979.43  (feet)  COMP
 MO0952  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 MO0952
 MO0952  VERT ORDER  -  FIRST     CLASS II
 MO0952
 MO0952.The horizontal coordinates were scaled from a topographic map and have
 MO0952.an estimated accuracy of +/- 6 seconds.
 MO0952
 MO0952.The orthometric height was determined by differential leveling
 MO0952.and adjusted by the National Geodetic Survey in June 1991..
 MO0952
 MO0952.The geoid height was determined by GEOID03.
 MO0952
 MO0952.The dynamic height is computed by dividing the NAVD 88
 MO0952.geopotential number by the normal gravity value computed on the
 MO0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0952.degrees latitude (g = 980.6199 gals.).
 MO0952
 MO0952.The modeled gravity was interpolated from observed gravity values.
 MO0952
 MO0952;                    North         East    Units  Estimated Accuracy
 MO0952;SPC WY E     -    67,810.      184,790.      MT  (+/- 180 meters Scaled)
 MO0952
 MO0952                          SUPERSEDED SURVEY CONTROL
 MO0952
 MO0952  NGVD 29 (06/08/92) 2433.259  (m)         7983.12   (f) ADJUSTED    1 2
 MO0952
 MO0952.Superseded values are not recommended for survey control.
 MO0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0952.See file dsdata.txt to determine how the superseded data were derived.
 MO0952
 MO0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF708510(NAD 83)
 MO0952_MARKER: DB = BENCH MARK DISK
 MO0952_SETTING: 66 = SET IN ROCK OUTCROP
 MO0952_SP_SET: ROCK OUTCROP
 MO0952_STAMPING: J 344 1983
 MO0952_MARK LOGO: NGS   
 MO0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0952+STABILITY: POSITION/ELEVATION WELL
 MO0952
 MO0952  HISTORY     - Date     Condition        Report By
 MO0952  HISTORY     - 1983     MONUMENTED       NGS
 MO0952  HISTORY     - 1985     GOOD             DMA
 MO0952  HISTORY     - 19981012 GOOD             WYDT
 MO0952
 MO0952                          STATION DESCRIPTION
 MO0952
 MO0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0952'43.5 KM (27.05 MI) SE FROM LARAMIE.
 MO0952'43.5 KM (27.05 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0952'THE STATION IN LARAMIE, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST 539,
 MO0952'NEAR THE CENTER OF THE SOUTHEAST EDGE OF A 100- BY 175-FT EXPOSED AREA
 MO0952'OF BEDROCK IN A RAILROAD CUT, 18.0 METERS (59.1 FT) NORTHEAST OF THE
 MO0952'SOUTHWEST END OF A RAILROAD CUT, AND 2.5 METERS (8.2 FT) NORTHWEST OF
 MO0952'THE NEAR RAIL.
 MO0952'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MO0952'THE MARK IS 1.6 M ABOVE THE TRACKS.
 MO0952
 MO0952                          STATION RECOVERY (1985)
 MO0952
 MO0952'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0952'RECOVERED IN GOOD CONDITION.
 MO0952
 MO0952                          STATION RECOVERY (1998)
 MO0952
 MO0952'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1998 (KFB)
 MO0952'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0952'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0428 ***********************************************************************
 MQ0428  DESIGNATION -  J 345
 MQ0428  PID         -  MQ0428
 MQ0428  STATE/COUNTY-  WY/SWEETWATER
 MQ0428  USGS QUAD   -  HAYSTACK BUTTES SOUTH (1987)
 MQ0428
 MQ0428                         *CURRENT SURVEY CONTROL
 MQ0428  ___________________________________________________________________
 MQ0428* NAD 83(1986)-  41 03 54.     (N)    109 37 01.     (W)     SCALED    
 MQ0428* NAVD 88     -      1875.635  (meters)    6153.65   (feet)  ADJUSTED  
 MQ0428  ___________________________________________________________________
 MQ0428  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MQ0428  DYNAMIC HT  -        1873.946 (meters)    6148.10  (feet)  COMP
 MQ0428  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 MQ0428
 MQ0428  VERT ORDER  -  FIRST     CLASS II
 MQ0428
 MQ0428.The horizontal coordinates were scaled from a topographic map and have
 MQ0428.an estimated accuracy of +/- 6 seconds.
 MQ0428
 MQ0428.The orthometric height was determined by differential leveling
 MQ0428.and adjusted by the National Geodetic Survey in June 1991..
 MQ0428
 MQ0428.The geoid height was determined by GEOID03.
 MQ0428
 MQ0428.The dynamic height is computed by dividing the NAVD 88
 MQ0428.geopotential number by the normal gravity value computed on the
 MQ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0428.degrees latitude (g = 980.6199 gals.).
 MQ0428
 MQ0428.The modeled gravity was interpolated from observed gravity values.
 MQ0428
 MQ0428;                    North         East    Units  Estimated Accuracy
 MQ0428;SPC WYWC     -    63,100.      527,140.      MT  (+/- 180 meters Scaled)
 MQ0428
 MQ0428                          SUPERSEDED SURVEY CONTROL
 MQ0428
 MQ0428.No superseded survey control is available for this station.
 MQ0428
 MQ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL162468(NAD 83)
 MQ0428_MARKER: I = METAL ROD
 MQ0428_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0428_SP_SET: STAINLESS STEEL ROD
 MQ0428_STAMPING: J 345 1984
 MQ0428_MARK LOGO: NGS   
 MQ0428_PROJECTION: FLUSH
 MQ0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0428_ROD/PIPE-DEPTH: 4.3  meters
 MQ0428
 MQ0428  HISTORY     - Date     Condition        Report By
 MQ0428  HISTORY     - 1984     MONUMENTED       NGS
 MQ0428
 MQ0428                          STATION DESCRIPTION
 MQ0428
 MQ0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0428'13.9 KM (8.65 MI) NE FROM MANILA UT.
 MQ0428'13.9 KM (8.65 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0428'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 0.3 KM (0.2 MI)
 MQ0428'NORTHEAST OF MILEPOST 39, 1.3 KM (0.8 MI) SOUTHWEST OF A GRAVELED ROAD
 MQ0428'LEADING TO ANVIL DRAW, AND 61.0 M (200.1 FT) EAST OF THE CENTERLINE OF
 MQ0428'THE HIGHWAY.  NOTE ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MQ0428'CAP.
 MQ0428'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MQ0428'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0403 ***********************************************************************
 MQ0403  DESIGNATION -  J 346
 MQ0403  PID         -  MQ0403
 MQ0403  STATE/COUNTY-  WY/SWEETWATER
 MQ0403  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0403
 MQ0403                         *CURRENT SURVEY CONTROL
 MQ0403  ___________________________________________________________________
 MQ0403* NAD 83(1986)-  41 24 46.     (N)    109 33 32.     (W)     SCALED    
 MQ0403* NAVD 88     -      2015.459  (meters)    6612.39   (feet)  ADJUSTED  
 MQ0403  ___________________________________________________________________
 MQ0403  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 MQ0403  DYNAMIC HT  -        2013.672 (meters)    6606.52  (feet)  COMP
 MQ0403  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 MQ0403
 MQ0403  VERT ORDER  -  FIRST     CLASS II
 MQ0403
 MQ0403.The horizontal coordinates were scaled from a topographic map and have
 MQ0403.an estimated accuracy of +/- 6 seconds.
 MQ0403
 MQ0403.The orthometric height was determined by differential leveling
 MQ0403.and adjusted by the National Geodetic Survey in June 1991..
 MQ0403
 MQ0403.The geoid height was determined by GEOID03.
 MQ0403
 MQ0403.The dynamic height is computed by dividing the NAVD 88
 MQ0403.geopotential number by the normal gravity value computed on the
 MQ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0403.degrees latitude (g = 980.6199 gals.).
 MQ0403
 MQ0403.The modeled gravity was interpolated from observed gravity values.
 MQ0403
 MQ0403;                    North         East    Units  Estimated Accuracy
 MQ0403;SPC WYWC     -   101,680.      532,370.      MT  (+/- 180 meters Scaled)
 MQ0403
 MQ0403                          SUPERSEDED SURVEY CONTROL
 MQ0403
 MQ0403.No superseded survey control is available for this station.
 MQ0403
 MQ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL204855(NAD 83)
 MQ0403_MARKER: I = METAL ROD
 MQ0403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0403_SP_SET: STAINLESS STEEL ROD
 MQ0403_STAMPING: J 346 1984
 MQ0403_MARK LOGO: NGS   
 MQ0403_PROJECTION: FLUSH
 MQ0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0403_ROD/PIPE-DEPTH: 5.5  meters
 MQ0403
 MQ0403  HISTORY     - Date     Condition        Report By
 MQ0403  HISTORY     - 1984     MONUMENTED       NGS
 MQ0403
 MQ0403                          STATION DESCRIPTION
 MQ0403
 MQ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0403'16.6 KM (10.3 MI) SW FROM GREEN RIVER.
 MQ0403'16.6 KM (10.3 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0403'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0403'IN GREEN RIVER, 2.3 KM (1.45 MI) SOUTHWEST OF A GRAVELED ROAD LEADING
 MQ0403'SOUTH TO LOST DOG, 0.1 KM (0.05 MI) WEST OF MILEPOST 11, 66.4 M
 MQ0403'(217.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 60.0 M
 MQ0403'(196.8 FT) NORTH OF THE NORTH END OF A 18-INCH METAL PIPE CULVERT.
 MQ0403'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0403'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST
 MQ0403'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0396 ***********************************************************************
 MQ0396  DESIGNATION -  J 348
 MQ0396  PID         -  MQ0396
 MQ0396  STATE/COUNTY-  WY/SWEETWATER
 MQ0396  USGS QUAD   -  WHALEN BUTTE (1996)
 MQ0396
 MQ0396                         *CURRENT SURVEY CONTROL
 MQ0396  ___________________________________________________________________
 MQ0396* NAD 83(1986)-  41 29 00.     (N)    109 29 27.     (W)     SCALED    
 MQ0396* NAVD 88     -      2094.967  (meters)    6873.24   (feet)  ADJUSTED  
 MQ0396  ___________________________________________________________________
 MQ0396  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0396  DYNAMIC HT  -        2093.136 (meters)    6867.23  (feet)  COMP
 MQ0396  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 MQ0396
 MQ0396  VERT ORDER  -  FIRST     CLASS II
 MQ0396
 MQ0396.The horizontal coordinates were scaled from a topographic map and have
 MQ0396.an estimated accuracy of +/- 6 seconds.
 MQ0396
 MQ0396.The orthometric height was determined by differential leveling
 MQ0396.and adjusted by the National Geodetic Survey in June 1991..
 MQ0396
 MQ0396.The geoid height was determined by GEOID03.
 MQ0396
 MQ0396.The dynamic height is computed by dividing the NAVD 88
 MQ0396.geopotential number by the normal gravity value computed on the
 MQ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0396.degrees latitude (g = 980.6199 gals.).
 MQ0396
 MQ0396.The modeled gravity was interpolated from observed gravity values.
 MQ0396
 MQ0396;                    North         East    Units  Estimated Accuracy
 MQ0396;SPC WYWC     -   109,460.      538,130.      MT  (+/- 180 meters Scaled)
 MQ0396
 MQ0396                          SUPERSEDED SURVEY CONTROL
 MQ0396
 MQ0396.No superseded survey control is available for this station.
 MQ0396
 MQ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL259935(NAD 83)
 MQ0396_MARKER: I = METAL ROD
 MQ0396_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0396+WITH SETTING: INFORMATION.
 MQ0396_SP_SET: SHALLOW-SET METAL ROD
 MQ0396_STAMPING: J 348 1984
 MQ0396_MARK LOGO: NGS   
 MQ0396_PROJECTION: FLUSH
 MQ0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0396_ROD/PIPE-DEPTH: 1.8  meters
 MQ0396
 MQ0396  HISTORY     - Date     Condition        Report By
 MQ0396  HISTORY     - 1984     MONUMENTED       NGS
 MQ0396
 MQ0396                          STATION DESCRIPTION
 MQ0396
 MQ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0396'5.6 KM (3.5 MI) SW FROM GREEN RIVER.
 MQ0396'5.6 KM (3.5 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0396'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0396'IN GREEN RIVER, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 3, 61.5 M (201.8 FT)
 MQ0396'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 9.5 M (31.2 FT) SOUTHWEST
 MQ0396'OF THE CENTER OF A TRACK ROAD LEADING WEST.  NOTE=REFUSAL WAS REACHED
 MQ0396'AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0396'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MQ0396'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0200 ***********************************************************************
 PV0200  DESIGNATION -  J 35
 PV0200  PID         -  PV0200
 PV0200  STATE/COUNTY-  WY/CAMPBELL
 PV0200  USGS QUAD   -  GILLETTE EAST (1971)
 PV0200
 PV0200                         *CURRENT SURVEY CONTROL
 PV0200  ___________________________________________________________________
 PV0200* NAD 83(1986)-  44 19 14.     (N)    105 29 21.     (W)     SCALED    
 PV0200* NAVD 88     -      1349.638  (meters)    4427.94   (feet)  ADJUSTED  
 PV0200  ___________________________________________________________________
 PV0200  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0200  DYNAMIC HT  -        1349.091 (meters)    4426.14  (feet)  COMP
 PV0200  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 PV0200
 PV0200  VERT ORDER  -  FIRST     CLASS II
 PV0200
 PV0200.The horizontal coordinates were scaled from a topographic map and have
 PV0200.an estimated accuracy of +/- 6 seconds.
 PV0200
 PV0200.The orthometric height was determined by differential leveling
 PV0200.and adjusted by the National Geodetic Survey in June 1991..
 PV0200
 PV0200.The geoid height was determined by GEOID03.
 PV0200
 PV0200.The dynamic height is computed by dividing the NAVD 88
 PV0200.geopotential number by the normal gravity value computed on the
 PV0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0200.degrees latitude (g = 980.6199 gals.).
 PV0200
 PV0200.The modeled gravity was interpolated from observed gravity values.
 PV0200
 PV0200;                    North         East    Units  Estimated Accuracy
 PV0200;SPC WY E     -   424,420.      174,280.      MT  (+/- 180 meters Scaled)
 PV0200
 PV0200                          SUPERSEDED SURVEY CONTROL
 PV0200
 PV0200  NGVD 29 (??/??/92) 1349.011  (m)         4425.88   (f) ADJ UNCH    1 2
 PV0200
 PV0200.Superseded values are not recommended for survey control.
 PV0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0200.See file dsdata.txt to determine how the superseded data were derived.
 PV0200
 PV0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK609075(NAD 83)
 PV0200_MARKER: DB = BENCH MARK DISK
 PV0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0200_SP_SET: CONCRETE POST
 PV0200_STAMPING: J 35 1933
 PV0200_MARK LOGO: CGS   
 PV0200_PROJECTION: PROJECTING 10 CENTIMETERS
 PV0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0200+STABILITY: SURFACE MOTION
 PV0200
 PV0200  HISTORY     - Date     Condition        Report By
 PV0200  HISTORY     - 1933     MONUMENTED       CGS
 PV0200  HISTORY     - 1957     GOOD             NGS
 PV0200  HISTORY     - 1985     GOOD             NGS
 PV0200
 PV0200                          STATION DESCRIPTION
 PV0200
 PV0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0200'2.6 MI N FROM GILLETTE.
 PV0200'0.35 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0200'FROM THE STATION AT GILLETTE, 2.2 MILES NORTH ALONG THE
 PV0200'GILLETTE-BROADUS ROAD, 73 FEET WEST OF THE CENTER LINE OF THE
 PV0200'ROAD, 21 FEET SOUTH OF THE CENTER OF A WIRE GATE, 10 1/2 FEET
 PV0200'SOUTH OF A TELEPHONE POLE, 4 FEET EAST OF THE FENCE LINE AND IN
 PV0200'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PV0200
 PV0200                          STATION RECOVERY (1985)
 PV0200
 PV0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0200'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.95 KM
 PV0200'(1.83 MI) NORTH ALONG GURLEY AVENUE AND THE LITTLE POWDER ROAD FROM
 PV0200'THE NORTH END OF THE GURLEY AVENUE OVERPASS BRIDGE AT GILLETTE, IN THE
 PV0200'SOUTHWEST CORNER OF THE T JUNCTION OF A GRAVEL DRIVE LEADING WEST TO A
 PV0200'MOBILE HOME, 3.88 KM (2.41 MI) SOUTH OF THE T JUNCTION OF STATE
 PV0200'HIGHWAY 59, 26.1 METERS (85.5 FT) WEST OF THE CENTERLINE, 35.7 METERS
 PV0200'(117 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE MOBILE HOME,
 PV0200'12.5 METERS (41 FT) NORTH OF A POWER POLE WITH A TRANSFORMER AND
 PV0200'5.8 METERS (19 FT) SOUTH OF THE CENTER OF THE DRIVE.
 PV0200'THE MARK IS 1.0 M BELOW GURLEY AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0367 ***********************************************************************
 PV0367  CBN         -  This is a Cooperative Base Network Control Station.
 PV0367  DESIGNATION -  J 353
 PV0367  PID         -  PV0367
 PV0367  STATE/COUNTY-  WY/CAMPBELL
 PV0367  USGS QUAD   -  NIPPLE BUTTE (1972)
 PV0367
 PV0367                         *CURRENT SURVEY CONTROL
 PV0367  ___________________________________________________________________
 PV0367* NAD 83(1993)-  44 59 47.98803(N)    105 22 17.29168(W)     ADJUSTED  
 PV0367* NAVD 88     -      1065.983  (meters)    3497.31   (feet)  ADJUSTED  
 PV0367  ___________________________________________________________________
 PV0367  X           -  -1,197,771.562 (meters)                     COMP
 PV0367  Y           -  -4,356,955.046 (meters)                     COMP
 PV0367  Z           -   4,487,829.503 (meters)                     COMP
 PV0367  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 PV0367  ELLIP HEIGHT-        1051.25  (meters)          (09/07/01) GPS OBS
 PV0367  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 PV0367  DYNAMIC HT  -        1065.681 (meters)    3496.32  (feet)  COMP
 PV0367  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 PV0367
 PV0367  HORZ ORDER  -  B
 PV0367  VERT ORDER  -  FIRST     CLASS II
 PV0367  ELLP ORDER  -  FOURTH    CLASS I
 PV0367
 PV0367.The horizontal coordinates were established by GPS observations
 PV0367.and adjusted by the National Geodetic Survey in October 1994..
 PV0367
 PV0367.The orthometric height was determined by differential leveling
 PV0367.and adjusted by the National Geodetic Survey in June 1991..
 PV0367
 PV0367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PV0367
 PV0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0367
 PV0367.The ellipsoidal height was determined by GPS observations
 PV0367.and is referenced to NAD 83.
 PV0367
 PV0367.The geoid height was determined by GEOID03.
 PV0367
 PV0367.The dynamic height is computed by dividing the NAVD 88
 PV0367.geopotential number by the normal gravity value computed on the
 PV0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0367.degrees latitude (g = 980.6199 gals.).
 PV0367
 PV0367.The modeled gravity was interpolated from observed gravity values.
 PV0367
 PV0367;                    North         East     Units Scale Factor Converg.
 PV0367;SPC WY E     -   499,514.004   183,851.984   MT  0.99994071   -0 08 41.3
 PV0367;UTM  13      - 4,982,646.851   470,720.789   MT  0.99961054   -0 15 45.6
 PV0367
 PV0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0367!SPC WY E     -   0.99983521  x   0.99994071  =   0.99977592
 PV0367!UTM  13      -   0.99983521  x   0.99961054  =   0.99944581
 PV0367
 PV0367                          SUPERSEDED SURVEY CONTROL
 PV0367
 PV0367  ELLIP H (10/19/94) 1051.33   (m)                       GP(       ) 4 1
 PV0367  NAVD 88 (10/19/94) 1065.98   (m)         3497.3    (f) LEVELING    3  
 PV0367
 PV0367.Superseded values are not recommended for survey control.
 PV0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0367.See file dsdata.txt to determine how the superseded data were derived.
 PV0367
 PV0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK7072182647(NAD 83)
 PV0367_MARKER: I = METAL ROD
 PV0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0367_SP_SET: SHALLOW-SET METAL ROD
 PV0367_STAMPING: J 353 1985
 PV0367_MARK LOGO: NGS   
 PV0367_PROJECTION: FLUSH
 PV0367_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0367+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1993
 PV0367_ROD/PIPE-DEPTH: 2.4  meters
 PV0367
 PV0367  HISTORY     - Date     Condition        Report By
 PV0367  HISTORY     - 1985     MONUMENTED       NGS
 PV0367  HISTORY     - 19931018 GOOD             NGS
 PV0367
 PV0367                          STATION DESCRIPTION
 PV0367
 PV0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0367'13.0 KM (8.1 MI) SOUTH FROM BIDDLE MONTANA.
 PV0367'13.0 KM (8.1 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0367'SCHOOL AT BIDDLE MONTANA, 0.45 KM (0.3 MI) SOUTH OF THE
 PV0367'MONTANA-WYOMING STATE LINE, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 170,
 PV0367'29.9 METERS (98 FT) WEST OF THE HIGHWAY CENTERLINE, 10.1 METERS
 PV0367'(33 FT) NORTH OF A FENCE T JUNCTION AND 0.3 METER (1 FT) EAST OF THE
 PV0367'RIGHT OF WAY FENCE.  ROD SET TO 8 FOOT IMBEDDED REFUSAL.  NOTE--ACCESS
 PV0367'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0367'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 PV0367'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 PV0367
 PV0367                          STATION RECOVERY (1993)
 PV0367
 PV0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 PV0367'STATION IS LOCATED ABOUT 80 KM (49.70 MI) NORTH OF GILLETTE, 0.39 KM
 PV0367'(0.25 MI) SOUTH OF THE WYOMING-MONTANA STATE LINE, ALONG STATE HIGHWAY
 PV0367'59, ON THE RIGHT-OF-WAY, AT MILE 169.85, ON THE NORTH SIDE OF TWO
 PV0367'FIELD ENTRANCES, IN THE NORTHWEST 1/4 OF SECTION 26, T 58 N, R 71 W.
 PV0367'OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 PV0367'JUNCTION OF US HIGHWAYS 14, 16 AND STATE HIGHWAY 59 (ABOUT 8 KM (4.95
 PV0367'MI) NORTHWEST OF GILLETTE), GO EAST, THEN NORTH ON HIGHWAY 59 FOR
 PV0367'65.90 KM (40.95 MI) TO THE POWDER RIVER SCHOOL ON THE RIGHT.  CONTINUE
 PV0367'AHEAD FOR 15.70 KM (9.75 MI) TO TRAIL CREEK ROAD ON THE RIGHT.
 PV0367'CONTINUE AHEAD FOR 1.74 KM (1.10 MI) TO THE STATION ON THE LEFT.
 PV0367'STATION MARK IS A PUNCH HOLE TOP CENTER ON A DATUM POINT ON A STEEL
 PV0367'ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST
 PV0367'PROJECTING 1 CM ABOVE GROUND.  IT IS 30.0 M (98.4 FT) WEST OF, AND 3 M
 PV0367'(9.8 FT) LOWER THAN THE HIGHWAY CENTER, 10.2 M (33.5 FT) NORTH OF A
 PV0367'T-FENCE CORNER AND GATE POST BETWEEN THE TWO FIELD ENTRANCES, 4.5 M
 PV0367'(14.8 FT) NORTH OF THE CLOSEST GATE POST, 0.4 M (1.3 FT) EAST OF THE
 PV0367'RIGHT-OF-WAY FENCE, AND 0.4 M (1.3 FT) SOUTH OF A FIBERGLASS WITNESS
 PV0367'POST. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0353 ***********************************************************************
 PV0353  DESIGNATION -  J 354
 PV0353  PID         -  PV0353
 PV0353  STATE/COUNTY-  WY/CAMPBELL
 PV0353  USGS QUAD   -  APPEL BUTTE (1971)
 PV0353
 PV0353                         *CURRENT SURVEY CONTROL
 PV0353  ___________________________________________________________________
 PV0353* NAD 83(1986)-  44 11 06.     (N)    105 37 09.     (W)     SCALED    
 PV0353* NAVD 88     -      1455.085  (meters)    4773.89   (feet)  ADJUSTED  
 PV0353  ___________________________________________________________________
 PV0353  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 PV0353  DYNAMIC HT  -        1454.433 (meters)    4771.75  (feet)  COMP
 PV0353  MODELED GRAV-     980,118.7   (mgal)                       NAVD 88
 PV0353
 PV0353  VERT ORDER  -  FIRST     CLASS II
 PV0353
 PV0353.The horizontal coordinates were scaled from a topographic map and have
 PV0353.an estimated accuracy of +/- 6 seconds.
 PV0353
 PV0353.The orthometric height was determined by differential leveling
 PV0353.and adjusted by the National Geodetic Survey in June 1991..
 PV0353
 PV0353.The geoid height was determined by GEOID03.
 PV0353
 PV0353.The dynamic height is computed by dividing the NAVD 88
 PV0353.geopotential number by the normal gravity value computed on the
 PV0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0353.degrees latitude (g = 980.6199 gals.).
 PV0353
 PV0353.The modeled gravity was interpolated from observed gravity values.
 PV0353
 PV0353;                    North         East    Units  Estimated Accuracy
 PV0353;SPC WY E     -   409,400.      163,820.      MT  (+/- 180 meters Scaled)
 PV0353
 PV0353                          SUPERSEDED SURVEY CONTROL
 PV0353
 PV0353  NGVD 29 (06/08/92) 1454.351  (m)         4771.48   (f) ADJUSTED    1 2
 PV0353
 PV0353.Superseded values are not recommended for survey control.
 PV0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0353.See file dsdata.txt to determine how the superseded data were derived.
 PV0353
 PV0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ505926(NAD 83)
 PV0353_MARKER: I = METAL ROD
 PV0353_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0353_SP_SET: STAINLESS STEEL ROD
 PV0353_STAMPING: J 354 1985
 PV0353_MARK LOGO: NGS   
 PV0353_PROJECTION: FLUSH
 PV0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0353_ROD/PIPE-DEPTH: 4.9  meters
 PV0353
 PV0353  HISTORY     - Date     Condition        Report By
 PV0353  HISTORY     - 1985     MONUMENTED       NGS
 PV0353
 PV0353                          STATION DESCRIPTION
 PV0353
 PV0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0353'14.8 KM (9.2 MI) SW FROM GILLETTE.
 PV0353'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0353'IN GILLETTE, THENCE 9.48 KM (5.89 MI) SOUTHWEST ALONG STATE HIGHWAY
 PV0353'50, IN THE SOUTH CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING
 PV0353'SOUTHEAST, 1.27 KM (0.79 MI) NORTHEAST OF THE BETHLEHEM CHURCH, 0.68
 PV0353'KM (0.42 MI) SOUTHWEST OF MILEPOST 10, 21.9 METERS (72 FT) SOUTHEAST
 PV0353'OF THE HIGHWAY CENTERLINE, 5.2 METERS (17 FT) SOUTHWEST OF THE CENTER
 PV0353'OF THE TRACK ROAD, 2.1 METERS (7 FT) SOUTHWEST OF THE SOUTHWEST END OF
 PV0353'A WIRE GATE IN THE RIGHT OF WAY FENCE AND 0.5 METER (1.5 FT) NORTHWEST
 PV0353'OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 PV0353'A 5-INCH LOGO CAP.
 PV0353'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0353'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0304 ***********************************************************************
 OU0304  DESIGNATION -  J 355
 OU0304  PID         -  OU0304
 OU0304  STATE/COUNTY-  WY/CAMPBELL
 OU0304  USGS QUAD   -  SAVAGETON (1973)
 OU0304
 OU0304                         *CURRENT SURVEY CONTROL
 OU0304  ___________________________________________________________________
 OU0304* NAD 83(1986)-  43 48 30.     (N)    105 47 02.     (W)     SCALED    
 OU0304* NAVD 88     -      1540.345  (meters)    5053.62   (feet)  ADJUSTED  
 OU0304  ___________________________________________________________________
 OU0304  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OU0304  DYNAMIC HT  -        1539.527 (meters)    5050.93  (feet)  COMP
 OU0304  MODELED GRAV-     980,034.1   (mgal)                       NAVD 88
 OU0304
 OU0304  VERT ORDER  -  FIRST     CLASS II
 OU0304
 OU0304.The horizontal coordinates were scaled from a topographic map and have
 OU0304.an estimated accuracy of +/- 6 seconds.
 OU0304
 OU0304.The orthometric height was determined by differential leveling
 OU0304.and adjusted by the National Geodetic Survey in June 1991..
 OU0304
 OU0304.The geoid height was determined by GEOID03.
 OU0304
 OU0304.The dynamic height is computed by dividing the NAVD 88
 OU0304.geopotential number by the normal gravity value computed on the
 OU0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0304.degrees latitude (g = 980.6199 gals.).
 OU0304
 OU0304.The modeled gravity was interpolated from observed gravity values.
 OU0304
 OU0304;                    North         East    Units  Estimated Accuracy
 OU0304;SPC WY E     -   367,640.      150,340.      MT  (+/- 180 meters Scaled)
 OU0304
 OU0304                          SUPERSEDED SURVEY CONTROL
 OU0304
 OU0304  NGVD 29 (06/08/92) 1539.535  (m)         5050.96   (f) ADJUSTED    1 2
 OU0304
 OU0304.Superseded values are not recommended for survey control.
 OU0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0304.See file dsdata.txt to determine how the superseded data were derived.
 OU0304
 OU0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ369508(NAD 83)
 OU0304_MARKER: I = METAL ROD
 OU0304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0304_SP_SET: STAINLESS STEEL ROD
 OU0304_STAMPING: J 355 1985
 OU0304_MARK LOGO: NGS   
 OU0304_PROJECTION: FLUSH
 OU0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0304+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2001
 OU0304_ROD/PIPE-DEPTH: 3.7  meters
 OU0304
 OU0304  HISTORY     - Date     Condition        Report By
 OU0304  HISTORY     - 1985     MONUMENTED       NGS
 OU0304  HISTORY     - 20010827 GOOD             WYHD
 OU0304
 OU0304                          STATION DESCRIPTION
 OU0304
 OU0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0304'6.6 KM (4.1 MI) SOUTH FROM SAVAGETON.
 OU0304'6.62 KM (4.11 MI) SOUTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0304'SAVAGETON ROAD AT SAVAGETON, AT A ANGLE IRON BRACE IN THE RIGHT OF WAY
 OU0304'FENCE, 0.19 KM (0.12 MI) SOUTH OF A T JUNCTION OF A GRAVEL ROAD
 OU0304'LEADING NORTHWEST, 29.9 METERS (98 FT) WEST OF THE HIGHWAY CENTERLINE,
 OU0304'13.0 METERS (42.5 FT) NORTH OF A POWER POLE, 0.7 METER (2.3 FT)
 OU0304'NORTH-NORTHEAST OF THE BRACE AND 0.3 METER (1 FT) EAST OF THE RIGHT OF
 OU0304'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OU0304'CAP.
 OU0304'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 OU0304'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 OU0304
 OU0304                          STATION RECOVERY (2001)
 OU0304
 OU0304'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JE)
 OU0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0269 ***********************************************************************
 OV0269  DESIGNATION -  J 356
 OV0269  PID         -  OV0269
 OV0269  STATE/COUNTY-  WY/CAMPBELL
 OV0269  USGS QUAD   -  TAYLOR RANCH (1973)
 OV0269
 OV0269                         *CURRENT SURVEY CONTROL
 OV0269  ___________________________________________________________________
 OV0269* NAD 83(1986)-  43 33 28.     (N)    106 01 45.     (W)     SCALED    
 OV0269* NAVD 88     -      1530.689  (meters)    5021.94   (feet)  ADJUSTED  
 OV0269  ___________________________________________________________________
 OV0269  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 OV0269  DYNAMIC HT  -        1529.832 (meters)    5019.12  (feet)  COMP
 OV0269  MODELED GRAV-     980,005.9   (mgal)                       NAVD 88
 OV0269
 OV0269  VERT ORDER  -  FIRST     CLASS II
 OV0269
 OV0269.The horizontal coordinates were scaled from a topographic map and have
 OV0269.an estimated accuracy of +/- 6 seconds.
 OV0269
 OV0269.The orthometric height was determined by differential leveling
 OV0269.and adjusted by the National Geodetic Survey in June 1991..
 OV0269
 OV0269.The geoid height was determined by GEOID03.
 OV0269
 OV0269.The dynamic height is computed by dividing the NAVD 88
 OV0269.geopotential number by the normal gravity value computed on the
 OV0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0269.degrees latitude (g = 980.6199 gals.).
 OV0269
 OV0269.The modeled gravity was interpolated from observed gravity values.
 OV0269
 OV0269;                    North         East    Units  Estimated Accuracy
 OV0269;SPC WY E     -   339,980.      130,320.      MT  (+/- 180 meters Scaled)
 OV0269
 OV0269                          SUPERSEDED SURVEY CONTROL
 OV0269
 OV0269  NGVD 29 (06/08/92) 1529.861  (m)         5019.22   (f) ADJUSTED    1 2
 OV0269
 OV0269.Superseded values are not recommended for survey control.
 OV0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0269.See file dsdata.txt to determine how the superseded data were derived.
 OV0269
 OV0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ168232(NAD 83)
 OV0269_MARKER: I = METAL ROD
 OV0269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0269_SP_SET: STAINLESS STEEL ROD
 OV0269_STAMPING: J 356 1985
 OV0269_MARK LOGO: NGS   
 OV0269_PROJECTION: FLUSH
 OV0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0269_ROD/PIPE-DEPTH: 3.4  meters
 OV0269
 OV0269  HISTORY     - Date     Condition        Report By
 OV0269  HISTORY     - 1985     MONUMENTED       NGS
 OV0269
 OV0269                          STATION DESCRIPTION
 OV0269
 OV0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0269'21.5 KM (13.35 MI) SW FROM PINE TREE JUNCTION.
 OV0269'21.51 KM (13.37 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM THE
 OV0269'JUNCTION OF STATE HIGHWAY 50 AT PINE TREE JUNCTION, AT AN ANGLE IRON
 OV0269'BRACE IN THE RIGHT OF WAY FENCE, 0.93 KM (0.58 MI) WEST OF THE
 OV0269'JOHNSON-CAMPBELL COUNTY LINE, 0.19 KM (0.12 MI) EAST OF MILEPOST 118,
 OV0269'30.2 METERS (99 FT) SOUTH OF THE HIGHWAY CENTERLINE, 128.0 METERS (420
 OV0269'FT) WEST OF THE SOUTHEAST END OF A 36-INCH PIPE CULVERT, 65.2 METERS
 OV0269'(214 FT) WEST OF THE FIRST POWER POLE 069800 SOUTH OF A POWER LINE
 OV0269'CROSSING, 0.6 METER (2 FT) WEST OF THE BRACED POST AND 0.3 METER (1
 OV0269'FT) NORTH OF THE RIGHT OF WAY FENCE.
 OV0269'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OV0269'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0393 ***********************************************************************
 PV0393  DESIGNATION -  J 357
 PV0393  PID         -  PV0393
 PV0393  STATE/COUNTY-  WY/CAMPBELL
 PV0393  USGS QUAD   -  MOYER SPRINGS (1971)
 PV0393
 PV0393                         *CURRENT SURVEY CONTROL
 PV0393  ___________________________________________________________________
 PV0393* NAD 83(1986)-  44 26 06.     (N)    105 27 22.     (W)     SCALED    
 PV0393* NAVD 88     -      1256.919  (meters)    4123.74   (feet)  ADJUSTED  
 PV0393  ___________________________________________________________________
 PV0393  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0393  DYNAMIC HT  -        1256.456 (meters)    4122.22  (feet)  COMP
 PV0393  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 PV0393
 PV0393  VERT ORDER  -  FIRST     CLASS II
 PV0393
 PV0393.The horizontal coordinates were scaled from a topographic map and have
 PV0393.an estimated accuracy of +/- 6 seconds.
 PV0393
 PV0393.The orthometric height was determined by differential leveling
 PV0393.and adjusted by the National Geodetic Survey in June 1991..
 PV0393
 PV0393.The geoid height was determined by GEOID03.
 PV0393
 PV0393.The dynamic height is computed by dividing the NAVD 88
 PV0393.geopotential number by the normal gravity value computed on the
 PV0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0393.degrees latitude (g = 980.6199 gals.).
 PV0393
 PV0393.The modeled gravity was interpolated from observed gravity values.
 PV0393
 PV0393;                    North         East    Units  Estimated Accuracy
 PV0393;SPC WY E     -   437,120.      176,960.      MT  (+/- 180 meters Scaled)
 PV0393
 PV0393                          SUPERSEDED SURVEY CONTROL
 PV0393
 PV0393.No superseded survey control is available for this station.
 PV0393
 PV0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK637202(NAD 83)
 PV0393_MARKER: I = METAL ROD
 PV0393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0393_SP_SET: STAINLESS STEEL ROD
 PV0393_STAMPING: J 357 1985
 PV0393_MARK LOGO: NGS   
 PV0393_PROJECTION: FLUSH
 PV0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0393_ROD/PIPE-DEPTH: 11.0 meters
 PV0393
 PV0393  HISTORY     - Date     Condition        Report By
 PV0393  HISTORY     - 1985     MONUMENTED       NGS
 PV0393
 PV0393                          STATION DESCRIPTION
 PV0393
 PV0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0393'22.1 KM (13.75 MI) NORTH FROM GILLETTE.
 PV0393'22.07 KM (13.72 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0393'GILLETTE AVENUE AT GILLETTE, IN THE CENTER OF A DOUBLE WOODEN POST
 PV0393'BRACE IN THE RIGHT OF WAY FENCE, 0.71 KM (0.44 MI) SOUTH OF MILEPOST
 PV0393'127, 29.7 METERS (97.5 FT) WEST OF THE HIGHWAY CENTERLINE, 56.4 METERS
 PV0393'(185 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE OVER THE
 PV0393'LITTLE POWDER RIVER AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY
 PV0393'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0393'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PV0393'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0409 ***********************************************************************
 PV0409  DESIGNATION -  J 358
 PV0409  PID         -  PV0409
 PV0409  STATE/COUNTY-  WY/CAMPBELL
 PV0409  USGS QUAD   -  FORTIN DRAW (1971)
 PV0409
 PV0409                         *CURRENT SURVEY CONTROL
 PV0409  ___________________________________________________________________
 PV0409* NAD 83(1986)-  44 17 19.     (N)    105 19 00.     (W)     SCALED    
 PV0409* NAVD 88     -      1336.190  (meters)    4383.82   (feet)  ADJUSTED  
 PV0409  ___________________________________________________________________
 PV0409  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 PV0409  DYNAMIC HT  -        1335.653 (meters)    4382.05  (feet)  COMP
 PV0409  MODELED GRAV-     980,169.5   (mgal)                       NAVD 88
 PV0409
 PV0409  VERT ORDER  -  FIRST     CLASS II
 PV0409
 PV0409.The horizontal coordinates were scaled from a topographic map and have
 PV0409.an estimated accuracy of +/- 6 seconds.
 PV0409
 PV0409.The orthometric height was determined by differential leveling
 PV0409.and adjusted by the National Geodetic Survey in June 1991..
 PV0409
 PV0409.The geoid height was determined by GEOID03.
 PV0409
 PV0409.The dynamic height is computed by dividing the NAVD 88
 PV0409.geopotential number by the normal gravity value computed on the
 PV0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0409.degrees latitude (g = 980.6199 gals.).
 PV0409
 PV0409.The modeled gravity was interpolated from observed gravity values.
 PV0409
 PV0409;                    North         East    Units  Estimated Accuracy
 PV0409;SPC WY E     -   420,830.      188,030.      MT  (+/- 180 meters Scaled)
 PV0409
 PV0409                          SUPERSEDED SURVEY CONTROL
 PV0409
 PV0409.No superseded survey control is available for this station.
 PV0409
 PV0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK747039(NAD 83)
 PV0409_MARKER: I = METAL ROD
 PV0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0409_SP_SET: STAINLESS STEEL ROD
 PV0409_STAMPING: J 358 1985
 PV0409_MARK LOGO: NGS   
 PV0409_PROJECTION: FLUSH
 PV0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0409_ROD/PIPE-DEPTH: 5.8  meters
 PV0409
 PV0409  HISTORY     - Date     Condition        Report By
 PV0409  HISTORY     - 1985     MONUMENTED       NGS
 PV0409
 PV0409                          STATION DESCRIPTION
 PV0409
 PV0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0409'15.2 KM (9.45 MI) EAST FROM GILLETTE.
 PV0409'15.19 KM (9.44 MI) WEST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0409'FROM THE JUNCTION OF GILLETTE AVENUE AT GILLETTE, 0.17 KM (0.11 MI)
 PV0409'EAST OF MILEPOST 135, 29.9 METERS (98 FT) NORTH OF THE HIGHWAY
 PV0409'CENTERLINE, 23.5 METERS (77 FT) NORTHWEST OF THE NORTH END OF A
 PV0409'18-INCH CONCRETE PIPE CULVERT, 4.1 METERS (13.5 FT) EAST OF THE BRACED
 PV0409'CONCRETE POST AT THE EAST END OF A WIRE GATE IN A RIGHT-OF-WAY FENCE
 PV0409'AND 0.3 METER (1 FT) SOUTH OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO
 PV0409'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0409'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PV0409'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0181 ***********************************************************************
 PV0181  DESIGNATION -  J 36
 PV0181  PID         -  PV0181
 PV0181  STATE/COUNTY-  WY/CAMPBELL
 PV0181  USGS QUAD   -  NIPPLE BUTTE (1972)
 PV0181
 PV0181                         *CURRENT SURVEY CONTROL
 PV0181  ___________________________________________________________________
 PV0181* NAD 83(1986)-  44 59 10.     (N)    105 21 44.     (W)     SCALED    
 PV0181* NAVD 88     -      1044.947  (meters)    3428.30   (feet)  ADJUSTED  
 PV0181  ___________________________________________________________________
 PV0181  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 PV0181  DYNAMIC HT  -        1044.649 (meters)    3427.32  (feet)  COMP
 PV0181  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 PV0181  OBS GRAVITY -     980,296.2   (mgal)                       GRAV_OBS
 PV0181
 PV0181  VERT ORDER  -  FIRST     CLASS II
 PV0181
 PV0181.The horizontal coordinates were scaled from a topographic map and have
 PV0181.an estimated accuracy of +/- 6 seconds.
 PV0181
 PV0181.The orthometric height was determined by differential leveling
 PV0181.and adjusted by the National Geodetic Survey in June 1991..
 PV0181
 PV0181.The geoid height was determined by GEOID03.
 PV0181
 PV0181.The dynamic height is computed by dividing the NAVD 88
 PV0181.geopotential number by the normal gravity value computed on the
 PV0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0181.degrees latitude (g = 980.6199 gals.).
 PV0181
 PV0181.The modeled gravity was interpolated from observed gravity values.
 PV0181.The observed gravity was obtained from relative gravimeter ties
 PV0181.to the IGSN71 gravity network.
 PV0181
 PV0181;                    North         East    Units  Estimated Accuracy
 PV0181;SPC WY E     -   498,340.      184,580.      MT  (+/- 180 meters Scaled)
 PV0181
 PV0181                          SUPERSEDED SURVEY CONTROL
 PV0181
 PV0181  NGVD 29 (??/??/92) 1044.312  (m)         3426.21   (f) ADJ UNCH    1 2
 PV0181
 PV0181.Superseded values are not recommended for survey control.
 PV0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0181.See file dsdata.txt to determine how the superseded data were derived.
 PV0181
 PV0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK714814(NAD 83)
 PV0181_MARKER: DB = BENCH MARK DISK
 PV0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0181_SP_SET: CONCRETE POST
 PV0181_STAMPING: J 36 1933
 PV0181_MARK LOGO: CGS   
 PV0181_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0181+STABILITY: SURFACE MOTION
 PV0181
 PV0181  HISTORY     - Date     Condition        Report By
 PV0181  HISTORY     - 1933     MONUMENTED       CGS
 PV0181  HISTORY     - 1970     GOOD             USGS
 PV0181  HISTORY     - 1985     GOOD             NGS
 PV0181
 PV0181                          STATION DESCRIPTION
 PV0181
 PV0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PV0181'35.2 MI N FROM BROADUS.
 PV0181'IN CAMPBELL COUNTY, WYOMING, 35.2 MILES SOUTH ALONG THE
 PV0181'BROADUS-GILLETTE ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 212
 PV0181'AND THE MAIN NORTH-AND-SOUTH STREET AT BROADUS, POWDER RIVER
 PV0181'COUNTY, MONTANA, 1.0 MILE SOUTH OF THE WYOMING-MONTANA STATE
 PV0181'LINE, 120 FEET EAST OF THE CENTER LINE OF THE BROADUS-GILLETTE
 PV0181'ROAD, 25 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING EAST
 PV0181'TO A RANCH HOUSE, AND 8 FEET WEST OF A NORTH-AND-SOUTH WIRE
 PV0181'FENCE.  A STANDARD DISK, STAMPED J 36 1933 AND SET IN THE TOP
 PV0181'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PV0181
 PV0181                          STATION RECOVERY (1970)
 PV0181
 PV0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PV0181'RECOVERED IN GOOD CONDITION.
 PV0181
 PV0181                          STATION RECOVERY (1985)
 PV0181
 PV0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0181'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.2 KM
 PV0181'(8.85 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY SCHOOL AT
 PV0181'BIDDLE MONTANA, THENCE 0.4 KM (0.25 MI) EAST ALONG A PRIVATE ROAD,
 PV0181'36.6 METERS (120 FT) NORTH OF THE CENTER OF THE ROAD AND 36.6 METERS
 PV0181'(120 FT) EAST OF THE CENTER OF THE OLD HIGHWAY BED.
 PV0181'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 PV0181'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0303 ***********************************************************************
 OV0303  DESIGNATION -  J 360
 OV0303  PID         -  OV0303
 OV0303  STATE/COUNTY-  WY/NATRONA
 OV0303  USGS QUAD   -  SALT CREEK (1978)
 OV0303
 OV0303                         *CURRENT SURVEY CONTROL
 OV0303  ___________________________________________________________________
 OV0303* NAD 83(1986)-  43 16 14.     (N)    106 17 06.     (W)     SCALED    
 OV0303* NAVD 88     -      1574.099  (meters)    5164.36   (feet)  ADJUSTED  
 OV0303  ___________________________________________________________________
 OV0303  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 OV0303  DYNAMIC HT  -        1573.186 (meters)    5161.36  (feet)  COMP
 OV0303  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 OV0303
 OV0303  VERT ORDER  -  FIRST     CLASS II
 OV0303
 OV0303.The horizontal coordinates were scaled from a topographic map and have
 OV0303.an estimated accuracy of +/- 6 seconds.
 OV0303
 OV0303.The orthometric height was determined by differential leveling
 OV0303.and adjusted by the National Geodetic Survey in June 1991..
 OV0303
 OV0303.The geoid height was determined by GEOID03.
 OV0303
 OV0303.The dynamic height is computed by dividing the NAVD 88
 OV0303.geopotential number by the normal gravity value computed on the
 OV0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0303.degrees latitude (g = 980.6199 gals.).
 OV0303
 OV0303.The modeled gravity was interpolated from observed gravity values.
 OV0303
 OV0303;                    North         East    Units  Estimated Accuracy
 OV0303;SPC WYEC     -   408,240.      485,100.      MT  (+/- 180 meters Scaled)
 OV0303
 OV0303                          SUPERSEDED SURVEY CONTROL
 OV0303
 OV0303  NGVD 29 (06/08/92) 1573.255  (m)         5161.59   (f) ADJUSTED    1 2
 OV0303
 OV0303.Superseded values are not recommended for survey control.
 OV0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0303.See file dsdata.txt to determine how the superseded data were derived.
 OV0303
 OV0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH957916(NAD 83)
 OV0303_MARKER: I = METAL ROD
 OV0303_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0303_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OV0303_STAMPING: J 360 1985
 OV0303_MARK LOGO: NGS   
 OV0303_PROJECTION: FLUSH
 OV0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0303+STABILITY: POSITION/ELEVATION WELL
 OV0303_ROD/PIPE-DEPTH: 17.1 meters
 OV0303_SLEEVE-DEPTH  : 6.1 meters
 OV0303
 OV0303  HISTORY     - Date     Condition        Report By
 OV0303  HISTORY     - 1985     MONUMENTED       NGS
 OV0303
 OV0303                          STATION DESCRIPTION
 OV0303
 OV0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0303'16.6 KM (10.3 MI) SOUTH FROM MIDWEST.
 OV0303'16.62 KM (10.33 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0303'STATE HIGHWAY 387 AT MIDWEST, IN THE WEST CORNER OF THE T JUNCTION OF
 OV0303'A DIRT ROAD LEADING WEST, 0.31 KM (0.19 MI) NORTHEAST OF THE CROSSING
 OV0303'OF STOVE GULCH, 0.21 KM (0.13 MI) SOUTHWEST OF MILEPOST 18, 45.1
 OV0303'METERS (148 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 4.9 METERS (16
 OV0303'FT) SOUTHWEST OF THE CENTER OF THE ROAD, 1.7 METERS (5.5 FT) SOUTHWEST
 OV0303'OF THE BRACED POST FOR A WIRE GATE IN THE RIGHT OF WAY FENCE AND 0.6
 OV0303'METER (2 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 OV0303'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OV0303'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0439 ***********************************************************************
 PV0439  DESIGNATION -  J 361
 PV0439  PID         -  PV0439
 PV0439  STATE/COUNTY-  WY/WESTON
 PV0439  USGS QUAD   -  UPTON EAST (1984)
 PV0439
 PV0439                         *CURRENT SURVEY CONTROL
 PV0439  ___________________________________________________________________
 PV0439* NAD 83(1986)-  44 02 16.     (N)    104 33 25.     (W)     SCALED    
 PV0439* NAVD 88     -      1263.437  (meters)    4145.13   (feet)  ADJUSTED  
 PV0439  ___________________________________________________________________
 PV0439  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PV0439  DYNAMIC HT  -        1262.919 (meters)    4143.43  (feet)  COMP
 PV0439  MODELED GRAV-     980,164.5   (mgal)                       NAVD 88
 PV0439
 PV0439  VERT ORDER  -  FIRST     CLASS II
 PV0439
 PV0439.The horizontal coordinates were scaled from a topographic map and have
 PV0439.an estimated accuracy of +/- 6 seconds.
 PV0439
 PV0439.The orthometric height was determined by differential leveling
 PV0439.and adjusted by the National Geodetic Survey in June 1991..
 PV0439
 PV0439.The geoid height was determined by GEOID03.
 PV0439
 PV0439.The dynamic height is computed by dividing the NAVD 88
 PV0439.geopotential number by the normal gravity value computed on the
 PV0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0439.degrees latitude (g = 980.6199 gals.).
 PV0439
 PV0439.The modeled gravity was interpolated from observed gravity values.
 PV0439
 PV0439;                    North         East    Units  Estimated Accuracy
 PV0439;SPC WY E     -   393,130.      248,870.      MT  (+/- 180 meters Scaled)
 PV0439
 PV0439                          SUPERSEDED SURVEY CONTROL
 PV0439
 PV0439.No superseded survey control is available for this station.
 PV0439
 PV0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ354761(NAD 83)
 PV0439_MARKER: I = METAL ROD
 PV0439_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0439+WITH SETTING: INFORMATION.
 PV0439_SP_SET: SHALLOW-SET METAL ROD
 PV0439_STAMPING: J 361 1985
 PV0439_MARK LOGO: NGS   
 PV0439_PROJECTION: FLUSH
 PV0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0439_ROD/PIPE-DEPTH: 2.4  meters
 PV0439
 PV0439  HISTORY     - Date     Condition        Report By
 PV0439  HISTORY     - 1985     MONUMENTED       NGS
 PV0439
 PV0439                          STATION DESCRIPTION
 PV0439
 PV0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0439'9.1 KM (5.65 MI) SE FROM UPTON.
 PV0439'9.1 KM (5.7 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0439'UPTON, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 226, 44.8 METERS (147
 PV0439'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 7.6 METERS (25 FT) NORTHWEST
 PV0439'OF THE NORTHWEST END OF A WIRE GATE AND 0.5 METER (1.5 FT) NORTHEAST
 PV0439'OF A RIGHT-OF-WAY FENCE.  ROD SET TO 8-FOOT ANCHORED REFUSAL.
 PV0439'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0439'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PV0439'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0347 ***********************************************************************
 OU0347  DESIGNATION -  J 362
 OU0347  PID         -  OU0347
 OU0347  STATE/COUNTY-  WY/WESTON
 OU0347  USGS QUAD   -  NEWCASTLE (1979)
 OU0347
 OU0347                         *CURRENT SURVEY CONTROL
 OU0347  ___________________________________________________________________
 OU0347* NAD 83(1986)-  43 45 26.     (N)    104 09 55.     (W)     SCALED    
 OU0347* NAVD 88     -      1268.031  (meters)    4160.20   (feet)  ADJUSTED  
 OU0347  ___________________________________________________________________
 OU0347  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 OU0347  DYNAMIC HT  -        1267.468 (meters)    4158.35  (feet)  COMP
 OU0347  MODELED GRAV-     980,130.2   (mgal)                       NAVD 88
 OU0347
 OU0347  VERT ORDER  -  FIRST     CLASS II
 OU0347
 OU0347.The horizontal coordinates were scaled from a topographic map and have
 OU0347.an estimated accuracy of +/- 6 seconds.
 OU0347
 OU0347.The orthometric height was determined by differential leveling
 OU0347.and adjusted by the National Geodetic Survey in June 1991..
 OU0347
 OU0347.The geoid height was determined by GEOID03.
 OU0347
 OU0347.The dynamic height is computed by dividing the NAVD 88
 OU0347.geopotential number by the normal gravity value computed on the
 OU0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0347.degrees latitude (g = 980.6199 gals.).
 OU0347
 OU0347.The modeled gravity was interpolated from observed gravity values.
 OU0347
 OU0347;                    North         East    Units  Estimated Accuracy
 OU0347;SPC WY E     -   362,260.      280,640.      MT  (+/- 180 meters Scaled)
 OU0347
 OU0347                          SUPERSEDED SURVEY CONTROL
 OU0347
 OU0347.No superseded survey control is available for this station.
 OU0347
 OU0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ671452(NAD 83)
 OU0347_MARKER: I = METAL ROD
 OU0347_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0347+WITH SETTING: INFORMATION.
 OU0347_SP_SET: SHALLOW-SET METAL ROD
 OU0347_STAMPING: J 362 1985
 OU0347_MARK LOGO: NGS   
 OU0347_PROJECTION: FLUSH
 OU0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0347_ROD/PIPE-DEPTH: 2.4  meters
 OU0347
 OU0347  HISTORY     - Date     Condition        Report By
 OU0347  HISTORY     - 1985     MONUMENTED       NGS
 OU0347
 OU0347                          STATION DESCRIPTION
 OU0347
 OU0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0347'11.0 KM (6.85 MI) SOUTH FROM NEWCASTLE.
 OU0347'11.0 KM (6.85 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0347'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0347'NEWCASTLE, AT A STEEL CATTLE GUARD ACROSS THE HIGHWAY, 14.0 METERS (46
 OU0347'FT) EAST OF THE HIGHWAY CENTERLINE, 36.0 METERS (118 FT) NORTH OF THE
 OU0347'NORTH END OF THE EAST HEADWALL FOR A 3- BY 5-FOOT BOX CULVERT,
 OU0347'2.7 METERS (9 FT) NORTH OF THE NORTH END OF A WIRE GATE, 0.5 METER
 OU0347'(1.5 FT) WEST OF A RIGHT-OF-WAY FENCE AND 0.5 METER (1.5 FT) SOUTH OF
 OU0347'A FENCE.  ROD SET TO 8-FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM
 OU0347'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0347'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 OU0347'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0324 ***********************************************************************
 NR0324  DESIGNATION -  J 364
 NR0324  PID         -  NR0324
 NR0324  STATE/COUNTY-  WY/NATRONA
 NR0324  USGS QUAD   -  THE REEFS (1984)
 NR0324
 NR0324                         *CURRENT SURVEY CONTROL
 NR0324  ___________________________________________________________________
 NR0324* NAD 83(1986)-  42 56 46.     (N)    106 19 52.     (W)     SCALED    
 NR0324* NAVD 88     -      1620.109  (meters)    5315.31   (feet)  ADJUSTED  
 NR0324  ___________________________________________________________________
 NR0324  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 NR0324  DYNAMIC HT  -        1619.102 (meters)    5312.00  (feet)  COMP
 NR0324  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 NR0324
 NR0324  VERT ORDER  -  FIRST     CLASS II
 NR0324
 NR0324.The horizontal coordinates were scaled from a topographic map and have
 NR0324.an estimated accuracy of +/- 6 seconds.
 NR0324
 NR0324.The orthometric height was determined by differential leveling
 NR0324.and adjusted by the National Geodetic Survey in June 1991..
 NR0324
 NR0324.The geoid height was determined by GEOID03.
 NR0324
 NR0324.The dynamic height is computed by dividing the NAVD 88
 NR0324.geopotential number by the normal gravity value computed on the
 NR0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0324.degrees latitude (g = 980.6199 gals.).
 NR0324
 NR0324.The modeled gravity was interpolated from observed gravity values.
 NR0324
 NR0324;                    North         East    Units  Estimated Accuracy
 NR0324;SPC WYEC     -   372,160.      481,790.      MT  (+/- 180 meters Scaled)
 NR0324
 NR0324                          SUPERSEDED SURVEY CONTROL
 NR0324
 NR0324  NGVD 29 (06/08/92) 1619.232  (m)         5312.43   (f) ADJUSTED    1 2
 NR0324
 NR0324.Superseded values are not recommended for survey control.
 NR0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0324.See file dsdata.txt to determine how the superseded data were derived.
 NR0324
 NR0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH914556(NAD 83)
 NR0324_MARKER: I = METAL ROD
 NR0324_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0324+WITH SETTING: INFORMATION.
 NR0324_SP_SET: SHALLOW-SET METAL ROD
 NR0324_STAMPING: J 364 1985
 NR0324_MARK LOGO: NGS   
 NR0324_PROJECTION: FLUSH
 NR0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0324_ROD/PIPE-DEPTH: 3.0  meters
 NR0324
 NR0324  HISTORY     - Date     Condition        Report By
 NR0324  HISTORY     - 1985     MONUMENTED       NGS
 NR0324  HISTORY     - 19920825 GOOD             USPSQD
 NR0324
 NR0324                          STATION DESCRIPTION
 NR0324
 NR0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NR0324'11.5 KM (7.15 MI) NORTH FROM CASPER.
 NR0324'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 NR0324'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 NR0324'5.54 KM (3.44 MI) NORTH ALONG THE I 25 SERVICE ROAD, IN THE CENTER OF
 NR0324'A DOUBLE WOODEN POST BRACE IN THE RIGHT OF WAY FENCE, 17.8 METERS
 NR0324'(58.5 FT) EAST OF THE CENTER OF THE ROAD, 31.0 METERS (101.7 FT) NORTH
 NR0324'OF POWER POLE 043700 AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY
 NR0324'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NR0324'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NR0324'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NR0324
 NR0324                          STATION RECOVERY (1992)
 NR0324
 NR0324'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 NR0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1011 ***********************************************************************
 PY1011  DESIGNATION -  J 365
 PY1011  PID         -  PY1011
 PY1011  STATE/COUNTY-  WY/PARK
 PY1011  USGS QUAD   -  MAMMOTH (1986)
 PY1011
 PY1011                         *CURRENT SURVEY CONTROL
 PY1011  ___________________________________________________________________
 PY1011* NAD 83(1986)-  44 57 01.     (N)    110 40 03.     (W)     SCALED    
 PY1011* NAVD 88     -      1903.781  (meters)    6245.99   (feet)  ADJUSTED  
 PY1011  ___________________________________________________________________
 PY1011  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY1011  DYNAMIC HT  -        1902.774 (meters)    6242.68  (feet)  COMP
 PY1011  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 PY1011
 PY1011  VERT ORDER  -  FIRST     CLASS II
 PY1011
 PY1011.The horizontal coordinates were scaled from a topographic map and have
 PY1011.an estimated accuracy of +/- 6 seconds.
 PY1011
 PY1011.The orthometric height was determined by differential leveling
 PY1011.and adjusted by the National Geodetic Survey in June 1991..
 PY1011
 PY1011.The geoid height was determined by GEOID03.
 PY1011
 PY1011.The dynamic height is computed by dividing the NAVD 88
 PY1011.geopotential number by the normal gravity value computed on the
 PY1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1011.degrees latitude (g = 980.6199 gals.).
 PY1011
 PY1011.The modeled gravity was interpolated from observed gravity values.
 PY1011
 PY1011;                    North         East    Units  Estimated Accuracy
 PY1011;SPC WYWC     -   496,130.      448,690.      MT  (+/- 180 meters Scaled)
 PY1011
 PY1011                          SUPERSEDED SURVEY CONTROL
 PY1011
 PY1011  NGVD 29 (08/20/92) 1902.547  (m)         6241.94   (f) ADJUSTED    1 2
 PY1011
 PY1011.Superseded values are not recommended for survey control.
 PY1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1011.See file dsdata.txt to determine how the superseded data were derived.
 PY1011
 PY1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ262774(NAD 83)
 PY1011_MARKER: DB = BENCH MARK DISK
 PY1011_SETTING: 66 = SET IN ROCK OUTCROP
 PY1011_SP_SET: BEDROCK
 PY1011_STAMPING: J 365 1987
 PY1011_MARK LOGO: NGS   
 PY1011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1011+STABILITY: POSITION/ELEVATION WELL
 PY1011
 PY1011  HISTORY     - Date     Condition        Report By
 PY1011  HISTORY     - 1987     MONUMENTED       NGS
 PY1011
 PY1011                          STATION DESCRIPTION
 PY1011
 PY1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1011'4.2 KM (2.60 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1011'4.2 KM (2.60 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1011'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, ON TOP OF
 PY1011'A 6 BY 20 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT FOR THE OLD
 PY1011'HIGHWAY, 20.6 M (67.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PY1011'6.1 M (20.0 FT) NORTHWEST OF AN OUTCROP THAT PROJECTS 10-FEET ABOVE
 PY1011'THE GROUND, AND 3.2 M (10.5 FT) SOUTHWEST OF THE CENTER OF THE OLD
 PY1011'HIGHWAY.
 PY1011'THE MARK IS 3.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0991 ***********************************************************************
 PY0991  DESIGNATION -  J 366
 PY0991  PID         -  PY0991
 PY0991  STATE/COUNTY-  WY/PARK
 PY0991  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0991
 PY0991                         *CURRENT SURVEY CONTROL
 PY0991  ___________________________________________________________________
 PY0991* NAD 83(1986)-  44 50 21.     (N)    110 26 13.     (W)     SCALED    
 PY0991* NAVD 88     -      2467.352  (meters)    8094.97   (feet)  ADJUSTED  
 PY0991  ___________________________________________________________________
 PY0991  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0991  DYNAMIC HT  -        2465.736 (meters)    8089.67  (feet)  COMP
 PY0991  MODELED GRAV-     979,873.1   (mgal)                       NAVD 88
 PY0991
 PY0991  VERT ORDER  -  FIRST     CLASS II
 PY0991
 PY0991.The horizontal coordinates were scaled from a topographic map and have
 PY0991.an estimated accuracy of +/- 6 seconds.
 PY0991
 PY0991.The orthometric height was determined by differential leveling
 PY0991.and adjusted by the National Geodetic Survey in June 1991..
 PY0991
 PY0991.The geoid height was determined by GEOID03.
 PY0991
 PY0991.The dynamic height is computed by dividing the NAVD 88
 PY0991.geopotential number by the normal gravity value computed on the
 PY0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0991.degrees latitude (g = 980.6199 gals.).
 PY0991
 PY0991.The modeled gravity was interpolated from observed gravity values.
 PY0991
 PY0991;                    North         East    Units  Estimated Accuracy
 PY0991;SPC WYWC     -   483,380.      466,630.      MT  (+/- 180 meters Scaled)
 PY0991
 PY0991                          SUPERSEDED SURVEY CONTROL
 PY0991
 PY0991  NGVD 29 (08/20/92) 2465.921  (m)         8090.28   (f) ADJUSTED    1 2
 PY0991
 PY0991.Superseded values are not recommended for survey control.
 PY0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0991.See file dsdata.txt to determine how the superseded data were derived.
 PY0991
 PY0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ445652(NAD 83)
 PY0991_MARKER: DB = BENCH MARK DISK
 PY0991_SETTING: 66 = SET IN ROCK OUTCROP
 PY0991_SP_SET: BEDROCK
 PY0991_STAMPING: J 366 1987
 PY0991_MARK LOGO: NGS   
 PY0991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0991+STABILITY: POSITION/ELEVATION WELL
 PY0991
 PY0991  HISTORY     - Date     Condition        Report By
 PY0991  HISTORY     - 1987     MONUMENTED       NGS
 PY0991
 PY0991                          STATION DESCRIPTION
 PY0991
 PY0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0991'13.5 KM (8.40 MI) SOUTH FROM TOWER JUNCTION.
 PY0991'13.5 KM (8.40 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0991'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE CENTER OF
 PY0991'A 2 BY 2 FOOT AREA OF OUTCROPPING BEDROCK, 15.5 M (50.9 FT) NORTH OF
 PY0991'THE SOUTH END OF A PULLOUT, AND 8.0 M (26.2 FT) EAST OF THE
 PY0991'CENTERLINE OF THE HIGHWAY.
 PY0991'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0788 ***********************************************************************
 PY0788  DESIGNATION -  J 367
 PY0788  PID         -  PY0788
 PY0788  STATE/COUNTY-  WY/TETON
 PY0788  USGS QUAD   -  CRAIG PASS (1986)
 PY0788
 PY0788                         *CURRENT SURVEY CONTROL
 PY0788  ___________________________________________________________________
 PY0788* NAD 83(1986)-  44 25 53.     (N)    110 44 53.     (W)     SCALED    
 PY0788* NAVD 88     -      2433.029  (meters)    7982.36   (feet)  ADJUSTED  
 PY0788  ___________________________________________________________________
 PY0788  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY0788  DYNAMIC HT  -        2431.371 (meters)    7976.92  (feet)  COMP
 PY0788  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 PY0788
 PY0788  VERT ORDER  -  FIRST     CLASS II
 PY0788
 PY0788.The horizontal coordinates were scaled from a topographic map and have
 PY0788.an estimated accuracy of +/- 6 seconds.
 PY0788
 PY0788.The orthometric height was determined by differential leveling
 PY0788.and adjusted by the National Geodetic Survey in June 1991..
 PY0788
 PY0788.The geoid height was determined by GEOID03.
 PY0788
 PY0788.The dynamic height is computed by dividing the NAVD 88
 PY0788.geopotential number by the normal gravity value computed on the
 PY0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0788.degrees latitude (g = 980.6199 gals.).
 PY0788
 PY0788.The modeled gravity was interpolated from observed gravity values.
 PY0788
 PY0788;                    North         East    Units  Estimated Accuracy
 PY0788;SPC WY W     -   536,900.      747,080.      MT  (+/- 180 meters Scaled)
 PY0788
 PY0788                          SUPERSEDED SURVEY CONTROL
 PY0788
 PY0788  NGVD 29 (08/20/92) 2431.621  (m)         7977.74   (f) ADJUSTED    1 2
 PY0788
 PY0788.Superseded values are not recommended for survey control.
 PY0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0788.See file dsdata.txt to determine how the superseded data were derived.
 PY0788
 PY0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ200198(NAD 83)
 PY0788_MARKER: DB = BENCH MARK DISK
 PY0788_SETTING: 66 = SET IN ROCK OUTCROP
 PY0788_SP_SET: BEDROCK
 PY0788_STAMPING: J 367 1987
 PY0788_MARK LOGO: NGS   
 PY0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0788+STABILITY: POSITION/ELEVATION WELL
 PY0788
 PY0788  HISTORY     - Date     Condition        Report By
 PY0788  HISTORY     - 1987     MONUMENTED       NGS
 PY0788
 PY0788                          STATION DESCRIPTION
 PY0788
 PY0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0788'18.8 KM (11.70 MI) NW FROM WEST THUMB.
 PY0788'18.8 KM (11.70 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0788'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0788'THUMB, NEAR THE CENTER OF A 6 BY 18 FOOT AREA OF OUTCROPPING BEDROCK,
 PY0788'AT THE SOUTHWEST END OF A HIGHWAY PULLOUT, AND 20.8 M (68.2 FT)
 PY0788'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY
 PY0788'THE MARK IS 4.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1040 ***********************************************************************
 PY1040  DESIGNATION -  J 368
 PY1040  PID         -  PY1040
 PY1040  STATE/COUNTY-  WY/PARK
 PY1040  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1040
 PY1040                         *CURRENT SURVEY CONTROL
 PY1040  ___________________________________________________________________
 PY1040* NAD 83(1986)-  44 55 16.     (N)    110 24 07.     (W)     SCALED    
 PY1040* NAVD 88     -      1858.045  (meters)    6095.94   (feet)  ADJUSTED  
 PY1040  ___________________________________________________________________
 PY1040  GEOID HEIGHT-          -8.40  (meters)                     GEOID03
 PY1040  DYNAMIC HT  -        1857.039 (meters)    6092.64  (feet)  COMP
 PY1040  MODELED GRAV-     980,010.2   (mgal)                       NAVD 88
 PY1040
 PY1040  VERT ORDER  -  FIRST     CLASS II
 PY1040
 PY1040.The horizontal coordinates were scaled from a topographic map and have
 PY1040.an estimated accuracy of +/- 6 seconds.
 PY1040
 PY1040.The orthometric height was determined by differential leveling
 PY1040.and adjusted by the National Geodetic Survey in June 1991..
 PY1040
 PY1040.The geoid height was determined by GEOID03.
 PY1040
 PY1040.The dynamic height is computed by dividing the NAVD 88
 PY1040.geopotential number by the normal gravity value computed on the
 PY1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1040.degrees latitude (g = 980.6199 gals.).
 PY1040
 PY1040.The modeled gravity was interpolated from observed gravity values.
 PY1040
 PY1040;                    North         East    Units  Estimated Accuracy
 PY1040;SPC WYWC     -   492,430.      469,580.      MT  (+/- 180 meters Scaled)
 PY1040
 PY1040                          SUPERSEDED SURVEY CONTROL
 PY1040
 PY1040  NGVD 29 (08/20/92) 1856.788  (m)         6091.81   (f) ADJUSTED    1 2
 PY1040
 PY1040.Superseded values are not recommended for survey control.
 PY1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1040.See file dsdata.txt to determine how the superseded data were derived.
 PY1040
 PY1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ472743(NAD 83)
 PY1040_MARKER: DB = BENCH MARK DISK
 PY1040_SETTING: 66 = SET IN ROCK OUTCROP
 PY1040_SP_SET: BEDROCK
 PY1040_STAMPING: J 368 1987
 PY1040_MARK LOGO: NGS   
 PY1040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1040+STABILITY: POSITION/ELEVATION WELL
 PY1040
 PY1040  HISTORY     - Date     Condition        Report By
 PY1040  HISTORY     - 1987     MONUMENTED       NGS
 PY1040
 PY1040                          STATION DESCRIPTION
 PY1040
 PY1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1040'1.3 KM (0.80 MI) EAST FROM TOWER JUNCTION.
 PY1040'1.3 KM (0.80 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1040'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN AN
 PY1040'EXPOSED AREA OF BEDROCK IN AN ABONDONED ROAD CUT, 118.0 M (387.1 FT)
 PY1040'NORTHEAST OF THE NORTHEAST CORNER OF A HIGHWAY BRIDGE SPANNING THE
 PY1040'YELLOWSTONE RIVER, 16.5 M (54.1 FT) NORTHWEST OF THE CENTERLINE OF
 PY1040'THE HIGHWAY, 15.5 M (50.9 FT) NORTH OF THE SOUTH END OF THE CUT, 3.0
 PY1040'M (9.8 FT) EAST OF THE CENTER OF THE OLD ROAD BED, AND 0.5 M (1.6 FT)
 PY1040'EAST OF THE WEST END OF THE CUT.
 PY1040'THE MARK IS 6.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0823 ***********************************************************************
 PY0823  DESIGNATION -  J 369
 PY0823  PID         -  PY0823
 PY0823  STATE/COUNTY-  WY/TETON
 PY0823  USGS QUAD   -  LEWIS CANYON (1996)
 PY0823
 PY0823                         *CURRENT SURVEY CONTROL
 PY0823  ___________________________________________________________________
 PY0823* NAD 83(1986)-  44 11 16.     (N)    110 39 27.     (W)     SCALED    
 PY0823* NAVD 88     -      2280.252  (meters)    7481.13   (feet)  ADJUSTED  
 PY0823  ___________________________________________________________________
 PY0823  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0823  DYNAMIC HT  -        2278.765 (meters)    7476.25  (feet)  COMP
 PY0823  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 PY0823
 PY0823  VERT ORDER  -  FIRST     CLASS II
 PY0823
 PY0823.The horizontal coordinates were scaled from a topographic map and have
 PY0823.an estimated accuracy of +/- 6 seconds.
 PY0823
 PY0823.The orthometric height was determined by differential leveling
 PY0823.and adjusted by the National Geodetic Survey in June 1991..
 PY0823
 PY0823.The geoid height was determined by GEOID03.
 PY0823
 PY0823.The dynamic height is computed by dividing the NAVD 88
 PY0823.geopotential number by the normal gravity value computed on the
 PY0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0823.degrees latitude (g = 980.6199 gals.).
 PY0823
 PY0823.The modeled gravity was interpolated from observed gravity values.
 PY0823
 PY0823;                    North         East    Units  Estimated Accuracy
 PY0823;SPC WY W     -   509,770.      754,100.      MT  (+/- 180 meters Scaled)
 PY0823
 PY0823                          SUPERSEDED SURVEY CONTROL
 PY0823
 PY0823  NGVD 29 (08/20/92) 2278.943  (m)         7476.83   (f) ADJUSTED    1 2
 PY0823
 PY0823.Superseded values are not recommended for survey control.
 PY0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0823.See file dsdata.txt to determine how the superseded data were derived.
 PY0823
 PY0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP273927(NAD 83)
 PY0823_MARKER: DB = BENCH MARK DISK
 PY0823_SETTING: 66 = SET IN ROCK OUTCROP
 PY0823_SP_SET: BEDROCK
 PY0823_STAMPING: J 369 1987
 PY0823_MARK LOGO: NGS   
 PY0823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0823+STABILITY: POSITION/ELEVATION WELL
 PY0823
 PY0823  HISTORY     - Date     Condition        Report By
 PY0823  HISTORY     - 1987     MONUMENTED       NGS
 PY0823
 PY0823                          STATION DESCRIPTION
 PY0823
 PY0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0823'11.2 KM (6.95 MI) NORTH FROM FLAGG RANCH.
 PY0823'11.2 KM (6.95 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0823'FLAGG RANCH HEADQUARTERS IN FLAGG RANCH, NEAR THE CENTER OF OF THE
 PY0823'SOUTHERN 1/2 OF A 4 BY 12 FOOT EXPOSED AREA OF BEDROCK IN THE CENTER
 PY0823'OF A SMALL HIGHWAY CUT, 0.3 KM (0.20 MI) NORTH OF A HIGHWAY PULLOUT,
 PY0823'75.0 M (246.1 FT) NORTH OF THE EAST END OF A DRAIN PIPE, AND 6.4 M
 PY0823'(21.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0823'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0292 ***********************************************************************
 PW0292  DESIGNATION -  J 37
 PW0292  PID         -  PW0292
 PW0292  STATE/COUNTY-  WY/WASHAKIE
 PW0292  USGS QUAD   -  MEADOWLARK LAKE (1993)
 PW0292
 PW0292                         *CURRENT SURVEY CONTROL
 PW0292  ___________________________________________________________________
 PW0292* NAD 83(1986)-  44 08 26.     (N)    107 14 43.     (W)     SCALED    
 PW0292* NAVD 88     -      2294.350  (meters)    7527.38   (feet)  ADJUSTED  
 PW0292  ___________________________________________________________________
 PW0292  GEOID HEIGHT-          -8.92  (meters)                     GEOID03
 PW0292  DYNAMIC HT  -        2292.980 (meters)    7522.89  (feet)  COMP
 PW0292  MODELED GRAV-     979,937.3   (mgal)                       NAVD 88
 PW0292
 PW0292  VERT ORDER  -  FIRST     CLASS II
 PW0292
 PW0292.The horizontal coordinates were scaled from a topographic map and have
 PW0292.an estimated accuracy of +/- 6 seconds.
 PW0292
 PW0292.The orthometric height was determined by differential leveling
 PW0292.and adjusted by the National Geodetic Survey in June 1991..
 PW0292
 PW0292.The geoid height was determined by GEOID03.
 PW0292
 PW0292.The dynamic height is computed by dividing the NAVD 88
 PW0292.geopotential number by the normal gravity value computed on the
 PW0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0292.degrees latitude (g = 980.6199 gals.).
 PW0292
 PW0292.The modeled gravity was interpolated from observed gravity values.
 PW0292
 PW0292;                    North         East    Units  Estimated Accuracy
 PW0292;SPC WYEC     -   504,370.      407,050.      MT  (+/- 180 meters Scaled)
 PW0292
 PW0292                          SUPERSEDED SURVEY CONTROL
 PW0292
 PW0292  NGVD 29 (??/??/92) 2293.399  (m)         7524.26   (f) ADJ UNCH    1 2
 PW0292
 PW0292.Superseded values are not recommended for survey control.
 PW0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0292.See file dsdata.txt to determine how the superseded data were derived.
 PW0292
 PW0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ204899(NAD 83)
 PW0292_MARKER: DB = BENCH MARK DISK
 PW0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0292_STAMPING: J 37 1934
 PW0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0292+STABILITY: SURFACE MOTION
 PW0292
 PW0292  HISTORY     - Date     Condition        Report By
 PW0292  HISTORY     - 1934     MONUMENTED       CGS
 PW0292  HISTORY     - 1967     MARK NOT FOUND   USGS
 PW0292
 PW0292                          STATION DESCRIPTION
 PW0292
 PW0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0292'15.6 MI NE FROM TEN SLEEP.
 PW0292'15.6 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0292'COUNTY, IN TEN SLEEP CANYON, 1.8 MILES NORTHWEST OF THE SQUAW CREEK
 PW0292'CAMPING GROUNDS, 1.7 MILES WEST OF BOULDER PARK, 0.2 MILE SOUTHEAST OF
 PW0292'THE BRIDGE OVER TEN SLEEP CREEK, AT THE MIDDLE OF A LEVEL CLEARING,
 PW0292'114.4 FEET SOUTH OF THE PATH LEADING TO TEN SLEEP MEADOWS, AND 55.8
 PW0292'FEET SOUTHWEST  OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 PW0292'STAMPED J 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0292
 PW0292                          STATION RECOVERY (1967)
 PW0292
 PW0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0629 ***********************************************************************
 PV0629  DESIGNATION -  J 370
 PV0629  PID         -  PV0629
 PV0629  STATE/COUNTY-  WY/CROOK
 PV0629  USGS QUAD   -  SUNDANCE EAST (1984)
 PV0629
 PV0629                         *CURRENT SURVEY CONTROL
 PV0629  ___________________________________________________________________
 PV0629* NAD 83(1986)-  44 27 32.     (N)    104 16 14.     (W)     SCALED    
 PV0629* NAVD 88     -      1348.072  (meters)    4422.80   (feet)  ADJUSTED  
 PV0629  ___________________________________________________________________
 PV0629  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 PV0629  DYNAMIC HT  -        1347.577 (meters)    4421.18  (feet)  COMP
 PV0629  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 PV0629
 PV0629  VERT ORDER  -  FIRST     CLASS II
 PV0629
 PV0629.The horizontal coordinates were scaled from a topographic map and have
 PV0629.an estimated accuracy of +/- 6 seconds.
 PV0629
 PV0629.The orthometric height was determined by differential leveling
 PV0629.and adjusted by the National Geodetic Survey in September 1993..
 PV0629
 PV0629.The geoid height was determined by GEOID03.
 PV0629
 PV0629.The dynamic height is computed by dividing the NAVD 88
 PV0629.geopotential number by the normal gravity value computed on the
 PV0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0629.degrees latitude (g = 980.6199 gals.).
 PV0629
 PV0629.The modeled gravity was interpolated from observed gravity values.
 PV0629
 PV0629;                    North         East    Units  Estimated Accuracy
 PV0629;SPC WY E     -   440,130.      271,310.      MT  (+/- 180 meters Scaled)
 PV0629
 PV0629                          SUPERSEDED SURVEY CONTROL
 PV0629
 PV0629.No superseded survey control is available for this station.
 PV0629
 PV0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK580231(NAD 83)
 PV0629_MARKER: I = METAL ROD
 PV0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0629_SP_SET: STAINLESS STEEL ROD
 PV0629_STAMPING: J 370 1991
 PV0629_MARK LOGO: NGS   
 PV0629_PROJECTION: PROJECTING 2 CENTIMETERS
 PV0629_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0629+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0629_ROD/PIPE-DEPTH: 8.1  meters
 PV0629
 PV0629  HISTORY     - Date     Condition        Report By
 PV0629  HISTORY     - 1991     MONUMENTED       NGS
 PV0629
 PV0629                          STATION DESCRIPTION
 PV0629
 PV0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0629'10.6 KM (6.60 MI) EASTERLY ALONG CLEVELAND STREET AND AN INTERSTATE
 PV0629'HIGHWAY 90 FRONTAGE ROAD FROM THE COURTHOUSE IN SUNDANCE, 29.6 M
 PV0629'(97.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.9 M (9.5 FT)
 PV0629'SOUTHWEST OF A T-FENCE CORNER, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS
 PV0629'POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 PV0629'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0079 ***********************************************************************
 PW0079  DESIGNATION -  J 38
 PW0079  PID         -  PW0079
 PW0079  STATE/COUNTY-  WY/JOHNSON
 PW0079  USGS QUAD   -  NORTH RIDGE (1993)
 PW0079
 PW0079                         *CURRENT SURVEY CONTROL
 PW0079  ___________________________________________________________________
 PW0079* NAD 83(1986)-  44 20 12.     (N)    106 46 34.     (W)     SCALED    
 PW0079* NAVD 88     -      1589.559  (meters)    5215.08   (feet)  ADJUSTED  
 PW0079  ___________________________________________________________________
 PW0079  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 PW0079  DYNAMIC HT  -        1588.785 (meters)    5212.54  (feet)  COMP
 PW0079  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 PW0079
 PW0079  VERT ORDER  -  FIRST     CLASS II
 PW0079
 PW0079.The horizontal coordinates were scaled from a topographic map and have
 PW0079.an estimated accuracy of +/- 6 seconds.
 PW0079
 PW0079.The orthometric height was determined by differential leveling
 PW0079.and adjusted by the National Geodetic Survey in June 1991..
 PW0079
 PW0079.The geoid height was determined by GEOID03.
 PW0079
 PW0079.The dynamic height is computed by dividing the NAVD 88
 PW0079.geopotential number by the normal gravity value computed on the
 PW0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0079.degrees latitude (g = 980.6199 gals.).
 PW0079
 PW0079.The modeled gravity was interpolated from observed gravity values.
 PW0079
 PW0079;                    North         East    Units  Estimated Accuracy
 PW0079;SPC WYEC     -   526,310.      444,440.      MT  (+/- 180 meters Scaled)
 PW0079
 PW0079                          SUPERSEDED SURVEY CONTROL
 PW0079
 PW0079  NGVD 29 (??/??/92) 1588.727  (m)         5212.35   (f) ADJ UNCH    1 2
 PW0079
 PW0079.Superseded values are not recommended for survey control.
 PW0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0079.See file dsdata.txt to determine how the superseded data were derived.
 PW0079
 PW0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK584108(NAD 83)
 PW0079_MARKER: DB = BENCH MARK DISK
 PW0079_SETTING: 80 = SET IN A BOULDER
 PW0079_STAMPING: J 38 1934
 PW0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0079+STABILITY: SURFACE MOTION
 PW0079
 PW0079  HISTORY     - Date     Condition        Report By
 PW0079  HISTORY     - 1934     MONUMENTED       CGS
 PW0079  HISTORY     - 1967     GOOD             USGS
 PW0079
 PW0079                          STATION DESCRIPTION
 PW0079
 PW0079'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 PW0079'2.3 MI SW FROM BUFFALO.
 PW0079'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 BUFFALO, JOHNSON COUNTY, TO
 PW0079'ROAD LEADING TO THE WYOMING SOLDIERS AND SAILORS HOME, IN THE FIELD
 PW0079'OWNED BY THAT INSTITUTUION 96 FEET SOUTHWEST ALONG ROAD LEADING TO THE
 PW0079'HOME FROM THE CATTLE GUARD AND 123 (PERD) TO ROAD.  119 FEET SOUTH OF
 PW0079'CENTERLINE OF HIGHWAY, AND IN TOP OF A GRANITE BOULDER.  A STANDARD
 PW0079'DISK STAMPED J 38 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0101 ***********************************************************************
 PW0101  DESIGNATION -  J 39
 PW0101  PID         -  PW0101
 PW0101  STATE/COUNTY-  WY/JOHNSON
 PW0101  USGS QUAD   -  T A RANCH (1970)
 PW0101
 PW0101                         *CURRENT SURVEY CONTROL
 PW0101  ___________________________________________________________________
 PW0101* NAD 83(1986)-  44 12 21.     (N)    106 42 24.     (W)     SCALED    
 PW0101* NAVD 88     -      1555.605  (meters)    5103.68   (feet)  ADJUSTED  
 PW0101  ___________________________________________________________________
 PW0101  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 PW0101  DYNAMIC HT  -        1554.854 (meters)    5101.22  (feet)  COMP
 PW0101  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 PW0101
 PW0101  VERT ORDER  -  SECOND    CLASS 0
 PW0101
 PW0101.The horizontal coordinates were scaled from a topographic map and have
 PW0101.an estimated accuracy of +/- 6 seconds.
 PW0101
 PW0101.The orthometric height was determined by differential leveling
 PW0101.and adjusted by the National Geodetic Survey in June 1991..
 PW0101
 PW0101.The geoid height was determined by GEOID03.
 PW0101
 PW0101.The dynamic height is computed by dividing the NAVD 88
 PW0101.geopotential number by the normal gravity value computed on the
 PW0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0101.degrees latitude (g = 980.6199 gals.).
 PW0101
 PW0101.The modeled gravity was interpolated from observed gravity values.
 PW0101
 PW0101;                    North         East    Units  Estimated Accuracy
 PW0101;SPC WYEC     -   511,810.      450,090.      MT  (+/- 180 meters Scaled)
 PW0101
 PW0101                          SUPERSEDED SURVEY CONTROL
 PW0101
 PW0101  NGVD 29 (??/??/92) 1554.779  (m)         5100.97   (f) ADJ UNCH    2 0
 PW0101
 PW0101.Superseded values are not recommended for survey control.
 PW0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0101.See file dsdata.txt to determine how the superseded data were derived.
 PW0101
 PW0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ636961(NAD 83)
 PW0101_MARKER: DB = BENCH MARK DISK
 PW0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0101_STAMPING: J 39 1934
 PW0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0101+STABILITY: SURFACE MOTION
 PW0101
 PW0101  HISTORY     - Date     Condition        Report By
 PW0101  HISTORY     - 1934     MONUMENTED       CGS
 PW0101  HISTORY     - 1946     GOOD             NGS
 PW0101
 PW0101                          STATION DESCRIPTION
 PW0101
 PW0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PW0101'9.8 MI S FROM BUFFALO.
 PW0101'9.8 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM BUFFALO, JOHNSON COUNTY,
 PW0101'2.0 MILES SOUTH OF A DIRT CROSSROAD, 1.3 MILES NORTH OF THE
 PW0101'INTERSECTION WITH THE ROAD LEADING TO CAMP OCONNER AND KLONDIKE RANCH,
 PW0101'0.2 MILE NORTH OF THE CONCRETE CULVERT, ON THE TOP OF A HILL, AND 43.6
 PW0101'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PW0101'J 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0166 ***********************************************************************
 PW0166  DESIGNATION -  J 4
 PW0166  PID         -  PW0166
 PW0166  STATE/COUNTY-  WY/SHERIDAN
 PW0166  USGS QUAD   -  ULM (1970)
 PW0166
 PW0166                         *CURRENT SURVEY CONTROL
 PW0166  ___________________________________________________________________
 PW0166* NAD 83(1986)-  44 39 02.     (N)    106 35 22.     (W)     SCALED    
 PW0166* NAVD 88     -      1354.795  (meters)    4444.86   (feet)  POSTED    
 PW0166  ___________________________________________________________________
 PW0166  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PW0166  DYNAMIC HT  -        1354.220 (meters)    4442.97  (feet)  COMP
 PW0166  MODELED GRAV-     980,144.7   (mgal)                       NAVD 88
 PW0166
 PW0166  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PW0166
 PW0166.The horizontal coordinates were scaled from a topographic map and have
 PW0166.an estimated accuracy of +/- 6 seconds.
 PW0166
 PW0166.The orthometric height was determined by differential leveling
 PW0166.and adjusted by the National Geodetic Survey in 1992..
 PW0166.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PW0166.rate of 1.1 thru 2.0 mm/km.
 PW0166
 PW0166.The geoid height was determined by GEOID03.
 PW0166
 PW0166.The dynamic height is computed by dividing the NAVD 88
 PW0166.geopotential number by the normal gravity value computed on the
 PW0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0166.degrees latitude (g = 980.6199 gals.).
 PW0166
 PW0166.The modeled gravity was interpolated from observed gravity values.
 PW0166
 PW0166;                    North         East    Units  Estimated Accuracy
 PW0166;SPC WYEC     -   561,300.      459,010.      MT  (+/- 180 meters Scaled)
 PW0166
 PW0166                          SUPERSEDED SURVEY CONTROL
 PW0166
 PW0166  NGVD 29 (??/??/92) 1354.034  (m)         4442.36   (f) ADJ UNCH    1 2
 PW0166
 PW0166.Superseded values are not recommended for survey control.
 PW0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0166.See file dsdata.txt to determine how the superseded data were derived.
 PW0166
 PW0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK739453(NAD 83)
 PW0166_MARKER: P = PIPE CAP
 PW0166_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0166_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0166
 PW0166  HISTORY     - Date     Condition        Report By
 PW0166  HISTORY     - UNK      MONUMENTED       CGS
 PW0166  HISTORY     - 1957     MARK NOT FOUND   NGS
 PW0166  HISTORY     - 1970     MARK NOT FOUND   USGS
 PW0166
 PW0166                          STATION DESCRIPTION
 PW0166
 PW0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0166'11.2 MI W FROM CLEARMONT.
 PW0166'AT ULM, SHERIDAN COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY RR, 43
 PW0166'YARDS FROM THE NW CORNER OF THE STATION, OPPOSITE THE FIRST POLE WEST
 PW0166'OF THE STATION, 59 YARDS N. OF THE CENTERLINE OF THE TRACK, AND 1 YARD
 PW0166'S. OF THE RIGHT-OF-WAY FENCE.  A STANDARD CAP, FASTENED TO THE TOP OF
 PW0166'A 3 1/2 INCH IRON PIPE.  NOTE-- IT IS BELIEVED TO HAVE BEEN COVERED BY
 PW0166'A FILL.
 PW0166
 PW0166                          STATION RECOVERY (1970)
 PW0166
 PW0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PW0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0071 ***********************************************************************
 OV0071  DESIGNATION -  J 40
 OV0071  PID         -  OV0071
 OV0071  STATE/COUNTY-  WY/JOHNSON
 OV0071  USGS QUAD   -  WALL CREEK (1981)
 OV0071
 OV0071                         *CURRENT SURVEY CONTROL
 OV0071  ___________________________________________________________________
 OV0071* NAD 83(1986)-  43 35 54.     (N)    106 32 00.     (W)     SCALED    
 OV0071* NAVD 88     -      1465.331  (meters)    4807.51   (feet)  ADJUSTED  
 OV0071  ___________________________________________________________________
 OV0071  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 OV0071  DYNAMIC HT  -        1464.571 (meters)    4805.01  (feet)  COMP
 OV0071  MODELED GRAV-     980,048.9   (mgal)                       NAVD 88
 OV0071  OBS GRAVITY -     980,048.9   (mgal)                       GRAV_OBS
 OV0071
 OV0071  VERT ORDER  -  SECOND    CLASS 0
 OV0071
 OV0071.The horizontal coordinates were scaled from a topographic map and have
 OV0071.an estimated accuracy of +/- 6 seconds.
 OV0071
 OV0071.The orthometric height was determined by differential leveling
 OV0071.and adjusted by the National Geodetic Survey in June 1991..
 OV0071
 OV0071.The geoid height was determined by GEOID03.
 OV0071
 OV0071.The dynamic height is computed by dividing the NAVD 88
 OV0071.geopotential number by the normal gravity value computed on the
 OV0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0071.degrees latitude (g = 980.6199 gals.).
 OV0071
 OV0071.The modeled gravity was interpolated from observed gravity values.
 OV0071.The observed gravity was obtained from relative gravimeter ties
 OV0071.to the IGSN71 gravity network.
 OV0071
 OV0071;                    North         East    Units  Estimated Accuracy
 OV0071;SPC WYEC     -   444,440.      464,590.      MT  (+/- 180 meters Scaled)
 OV0071
 OV0071                          SUPERSEDED SURVEY CONTROL
 OV0071
 OV0071  NGVD 29 (??/??/92) 1464.534  (m)         4804.89   (f) ADJ UNCH    2 0
 OV0071
 OV0071.Superseded values are not recommended for survey control.
 OV0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0071.See file dsdata.txt to determine how the superseded data were derived.
 OV0071
 OV0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ762284(NAD 83)
 OV0071_MARKER: DB = BENCH MARK DISK
 OV0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OV0071_SP_SET: CULVERT
 OV0071_STAMPING: J 40 1934
 OV0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0071
 OV0071  HISTORY     - Date     Condition        Report By
 OV0071  HISTORY     - 1934     MONUMENTED       CGS
 OV0071  HISTORY     - 1946     GOOD             NGS
 OV0071  HISTORY     - 1961     GOOD             USGS
 OV0071
 OV0071                          STATION DESCRIPTION
 OV0071
 OV0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0071'10.1 MI S FROM KAYCEE.
 OV0071'10.1 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY,
 OV0071'2.5 MILES SOUTH OF SOUTH POWDER RIVER, 0.1 MILE NORTH OF A RANCH
 OV0071'HOUSE, 14.9 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A CONCRETE
 OV0071'CULVERT IN THE TOP OF THE EAST WING OF THE SOUTH HEADWALL, AND 3.1
 OV0071'FEET EAST OF THE CENTERLINE OF THE SOUTH HEADWALL.  A STANDARD DISK,
 OV0071'STAMPED J 40 1934.
 OV0071
 OV0071                          STATION RECOVERY (1961)
 OV0071
 OV0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 OV0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0176 ***********************************************************************
 OX0176  FBN         -  This is a Federal Base Network Control Station.
 OX0176  DESIGNATION -  J 41
 OX0176  PID         -  OX0176
 OX0176  STATE/COUNTY-  WY/TETON
 OX0176  USGS QUAD   -  JENNY LAKE (1968)
 OX0176
 OX0176                         *CURRENT SURVEY CONTROL
 OX0176  ___________________________________________________________________
 OX0176* NAD 83(1993)-  43 48 17.76353(N)    110 38 08.21847(W)     ADJUSTED  
 OX0176* NAVD 88     -      2105.073  (meters)    6906.39   (feet)  ADJUSTED  
 OX0176  ___________________________________________________________________
 OX0176  X           -  -1,625,383.458 (meters)                     COMP
 OX0176  Y           -  -4,316,114.268 (meters)                     COMP
 OX0176  Z           -   4,393,926.073 (meters)                     COMP
 OX0176  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 OX0176  ELLIP HEIGHT-        2096.05  (meters)          (02/28/01) GPS OBS
 OX0176  GEOID HEIGHT-          -9.02  (meters)                     GEOID03
 OX0176  DYNAMIC HT  -        2103.654 (meters)    6901.74  (feet)  COMP
 OX0176  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 OX0176
 OX0176  HORZ ORDER  -  A
 OX0176  VERT ORDER  -  SECOND    CLASS 0
 OX0176  ELLP ORDER  -  SECOND    CLASS I
 OX0176
 OX0176.The horizontal coordinates were established by GPS observations
 OX0176.and adjusted by the National Geodetic Survey in February 2001..
 OX0176
 OX0176.The orthometric height was determined by differential leveling
 OX0176.and adjusted by the National Geodetic Survey in June 1991..
 OX0176
 OX0176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OX0176
 OX0176.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0176
 OX0176.The ellipsoidal height was determined by GPS observations
 OX0176.and is referenced to NAD 83.
 OX0176
 OX0176.The geoid height was determined by GEOID03.
 OX0176
 OX0176.The dynamic height is computed by dividing the NAVD 88
 OX0176.geopotential number by the normal gravity value computed on the
 OX0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0176.degrees latitude (g = 980.6199 gals.).
 OX0176
 OX0176.The modeled gravity was interpolated from observed gravity values.
 OX0176
 OX0176;                    North         East     Units Scale Factor Converg.
 OX0176;SPC WY W     -   467,225.116   755,561.368   MT  0.99996178   -0 22 56.3
 OX0176;UTM  12      - 4,850,272.210   529,309.696   MT  0.99961057   +0 15 08.0
 OX0176
 OX0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0176!SPC WY W     -   0.99967143  x   0.99996178  =   0.99963322
 OX0176!UTM  12      -   0.99967143  x   0.99961057  =   0.99928213
 OX0176
 OX0176                          SUPERSEDED SURVEY CONTROL
 OX0176
 OX0176  NAD 83(1993)-  43 48 17.76253(N)    110 38 08.21690(W) AD(       ) B
 OX0176  ELLIP H (05/15/92) 2096.09   (m)                       GP(       ) 4 2
 OX0176  NAD 83(1986)-  43 48 17.75358(N)    110 38 08.19969(W) AD(       ) 1
 OX0176  NAVD 88 (05/28/92) 2105.07   (m)         6906.4    (f) LEVELING    3  
 OX0176  NGVD 29 (??/??/92) 2103.754  (m)         6902.07   (f) ADJ UNCH    2 0
 OX0176
 OX0176.Superseded values are not recommended for survey control.
 OX0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0176.See file dsdata.txt to determine how the superseded data were derived.
 OX0176
 OX0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2931050272(NAD 83)
 OX0176_MARKER: DB = BENCH MARK DISK
 OX0176_SETTING: 0 = UNSPECIFIED SETTING
 OX0176_SP_SET: LARGE CONCRTE DRAIN
 OX0176_STAMPING: J 41 1934
 OX0176_MARK LOGO: CGS   
 OX0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0176+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 OX0176
 OX0176  HISTORY     - Date     Condition        Report By
 OX0176  HISTORY     - 1934     MONUMENTED       CGS
 OX0176  HISTORY     - 1987     GOOD             NGS
 OX0176  HISTORY     - 19990714 GOOD             NGS
 OX0176  HISTORY     - 20010717 GOOD             NGS
 OX0176
 OX0176                          STATION DESCRIPTION
 OX0176
 OX0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0176'26.2 MI N FROM JACKSON.
 OX0176'ABOUT 26.2 MILES NORTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON
 OX0176'COUNTY, ABOUT 5.0 MILES SOUTH OF THE DAM AT MORAN, ABOUT 2.3 MILES
 OX0176'NORTH OF THE ENTRANCE TO THE TETON NATIONAL PARK, ABOUT 0.1 MILE NORTH
 OX0176'OF A T-ROAD LEADING WEST, ON A FLAT STRETCH OF GROUND, 48.6 FEET EAST
 OX0176'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1.0 FOOT LOWER THAN THE
 OX0176'HIGHWAY.  A STANDARD DISK, STAMPED J 41 1934 AND SET IN THE TOP OF A
 OX0176'CONCRETE POST.
 OX0176
 OX0176                          STATION RECOVERY (1987)
 OX0176
 OX0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 OX0176'THE STATION WAS RECOVERED AT THIS DATE.
 OX0176'
 OX0176'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF GRAND TETON
 OX0176'NATIONAL PARK, ALONG TETON PARK ROAD (FORMERLY STATE HIGHWAY 187),
 OX0176'8.9 KM (5.5 MI) SOUTHWEST OF LAKE JACKSON JUNCTION, 4.0 KM (2.5
 OX0176'MI) EAST OF SOUTH JENNY LAKE JUNCTION, 0.5 KM (0.3 MI) NORTHEAST OF
 OX0176'THE NORTHEAST ENTRANCE TO THE MOUNT MORAN SCENIC PARKING AREAS,
 OX0176'ALONG A LONG STRAIGHT SECTION OF HIGHWAY THROUGH A SAGE-COVERED
 OX0176'AREA.
 OX0176'OWNERSHIP--NATIONAL PARK SERVICE.
 OX0176'
 OX0176'TO REACH THE STATION FROM LAKE JACKSON JUNCTION, WHICH IS ABOUT 7.2
 OX0176'KM (4.5 MI) SOUTHEAST OF COLTER BAY VILLAGE, GO
 OX0176'SOUTHWEST FOR 8.5 KM (5.3 MI) ON TETON PARK ROAD (VIA BYPASS AROUND
 OX0176'DAM CONSTRUCTION) TO A PAVED ROAD LEFT LEADING TO SIGNAL MOUNTAIN.
 OX0176'CONTINUE AHEAD FOR 2.6 KM (1.6 MI) TO A PAVED ROAD LEFT.  CONTINUE
 OX0176'SOUTHWEST FOR 0.6 KM (0.4 MI) TO THE STATION ON THE LEFT, JUST
 OX0176'BEFORE REACHING A LOW CUT BANK.
 OX0176'
 OX0176'THE STATION IS A STANDARD CGS BENCH MARK DISK
 OX0176'STAMPED---J 41 1934---,
 OX0176'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 OX0176'15 CM ON SIDE PROJECTING 20 CM ABOVE GROUND.  LOCATED
 OX0176'448 METERS (1470 FT) NORTHEAST FROM THE NORTHEAST ENTRANCE TO THE
 OX0176'PARKING AREA,
 OX0176'79.5 METERS (260.8 FT) EAST-NORTHEAST FROM A PARKING AREA SIGN
 OX0176'ACROSS THE HIGHWAY,
 OX0176'16.6 METERS (54.5 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 OX0176'HIGHWAY, ABOUT 0.3 METERS HIGHER THAN THE HIGHWAY,
 OX0176'0.3 METERS (1.0 FT) NORTHWEST FROM A SHORT CARSONITE WITNESS POST
 OX0176'AND ABOUT
 OX0176'10 METERS (33 FT) NORTHEAST FROM SLIGHTLY HIGHER GROUND.
 OX0176'
 OX0176'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 OX0176'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 OX0176'
 OX0176'THIS STATION SUITABLE FOR GPS SURVEYS.
 OX0176'
 OX0176'DESCRIBED BY G.R. HEID.
 OX0176
 OX0176                          STATION RECOVERY (1999)
 OX0176
 OX0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OX0176'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 OX0176'CONDITION, NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT IN
 OX0176'THE CENTER OF THE GRAND TETON NATIONAL PARK, ABOUT 7.72 KM (4.80 MI)
 OX0176'SOUTH-SOUTHWEST OF THE SOUTH END OF LAKE JACKSON DAM AND 0.40 KM (0.25
 OX0176'MI) NORTHEAST OF THE NORTHEAST ENTRANCE OF THE MOUNT MORAN TURNOUT,
 OX0176'ALONG THE SOUTHEAST SIDE OF TETON PARK ROAD IN A SAGE BRUSH RANGE.
 OX0176'OWNERSHIP--US NATIONAL PARK SERVICE.  TO REACH THE STATION FROM THE
 OX0176'JUNCTION OF COMBINED HIGHWAYS 191, 26 AND 89 AND US HIGHWAY 287 AT
 OX0176'MORAN JUNCTION, LOCATED ABOUT 49.88 KM (31.00 MI) NORTHEAST OF JACKSON
 OX0176'HOLE, GO NORTHWEST ON COMBINED US HIGHWAYS 191, 89 AND 287 FOR 0.40 KM
 OX0176'(0.25 MI) TO THE ENTRANCE-ADMISSIONS GATE TO GRAND TETON NATIONAL
 OX0176'PARK, PASS THROUGH THE GATE AND CONTINUE NORTHWEST ON THE HIGHWAY FOR
 OX0176'6.20 KM (3.85 MI) TO A PAVED ROAD ON THE LEFT (JACKSON LAKE JUNCTION)
 OX0176', TURN LEFT, SOUTHWEST ON THE ROAD FOR 2.17 KM (1.35 MI) TO THE SOUTH
 OX0176'END OF JACKSON LAKE DAM, CONTINUE AHEAD SOUTHWESTERLY FOR 4.5 KM (2.80
 OX0176'MI) TO A PAVED ROAD LEFT WITH SIGN--SIGNAL MOUNTAIN SUMMIT, CONTINUE
 OX0176'AHEAD SOUTH-SOUTHWEST FOR 3.22 KM (2.00 MI) TO THE STATION ON THE LEFT
 OX0176'ABOUT 16.77 M (55.02 FT) SOUTHEAST OF THE CENTER OF THE ROAD IN A
 OX0176'RANGE OF SAGE BRUSH.  ALSO 0.40 KM (0.25 MI) NORTHEAST OF THE
 OX0176'NORTHEAST ENTRANCE OF MOUNT MORAN TURNOUT.  THE STATION IS AN NGS
 OX0176'BENCH MARK DISK SET IN THE TOP OF A 20 CM SQUARE CONCRETE POST,
 OX0176'PROJECTING ABOUT 20 CM ABOVE THE GROUND AND ABOUT 0.3 M (1.0 FT) ABOVE
 OX0176'THE HIGHWAY.  LOCATED 16.62 M (54.53 FT) SOUTHEAST OF THE CENTER OF
 OX0176'THE ROAD, 9.15 M (30.02 FT) SOUTHEAST OF A SHORT FIBERGLASS WITNESS
 OX0176'POST ALONG THE SHOULDER OF THE ROAD AND 0.3 M (1.0 FT) NORTHWEST OF A
 OX0176'SHORT FIBERGLASS WITNESS POST.
 OX0176
 OX0176                          STATION RECOVERY (2001)
 OX0176
 OX0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 OX0176'RECOVERED AS DESCRIBED.
 OX0176' 
 OX0176'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0013 ***********************************************************************
 OX0013  DESIGNATION -  J 42
 OX0013  PID         -  OX0013
 OX0013  STATE/COUNTY-  WY/TETON
 OX0013  USGS QUAD   -  ANGLE MOUNTAIN (1996)
 OX0013
 OX0013                         *CURRENT SURVEY CONTROL
 OX0013  ___________________________________________________________________
 OX0013* NAD 83(1986)-  43 47 35.     (N)    110 08 52.     (W)     SCALED    
 OX0013* NAVD 88     -      2659.912  (meters)    8726.73   (feet)  ADJUSTED  
 OX0013  ___________________________________________________________________
 OX0013  GEOID HEIGHT-          -7.95  (meters)                     GEOID03
 OX0013  DYNAMIC HT  -        2657.827 (meters)    8719.89  (feet)  COMP
 OX0013  MODELED GRAV-     979,738.7   (mgal)                       NAVD 88
 OX0013
 OX0013  VERT ORDER  -  SECOND    CLASS 0
 OX0013
 OX0013.The horizontal coordinates were scaled from a topographic map and have
 OX0013.an estimated accuracy of +/- 6 seconds.
 OX0013
 OX0013.The orthometric height was determined by differential leveling
 OX0013.and adjusted by the National Geodetic Survey in June 1991..
 OX0013
 OX0013.The geoid height was determined by GEOID03.
 OX0013
 OX0013.The dynamic height is computed by dividing the NAVD 88
 OX0013.geopotential number by the normal gravity value computed on the
 OX0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0013.degrees latitude (g = 980.6199 gals.).
 OX0013
 OX0013.The modeled gravity was interpolated from observed gravity values.
 OX0013
 OX0013;                    North         East    Units  Estimated Accuracy
 OX0013;SPC WY W     -   465,760.      794,810.      MT  (+/- 180 meters Scaled)
 OX0013
 OX0013                          SUPERSEDED SURVEY CONTROL
 OX0013
 OX0013  NGVD 29 (??/??/92) 2658.435  (m)         8721.88   (f) ADJ UNCH    2 0
 OX0013
 OX0013.Superseded values are not recommended for survey control.
 OX0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0013.See file dsdata.txt to determine how the superseded data were derived.
 OX0013
 OX0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP685492(NAD 83)
 OX0013_MARKER: DB = BENCH MARK DISK
 OX0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0013_STAMPING: J 42 1934
 OX0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0013+STABILITY: SURFACE MOTION
 OX0013
 OX0013  HISTORY     - Date     Condition        Report By
 OX0013  HISTORY     - 1934     MONUMENTED       CGS
 OX0013  HISTORY     - 1965     GOOD             USGS
 OX0013
 OX0013                          STATION DESCRIPTION
 OX0013
 OX0013'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0013'30.4 MI E FROM MORAN.
 OX0013'30.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, TETON
 OX0013'COUNTY, 29.1 MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY 187, 11.6
 OX0013'MILES EAST OF THE BRIDGE OVER BUFFALO FORK CREEK, 5.8 MILES WEST OF
 OX0013'THE TOGWOTEE PASS, 3.5 MILES EAST OF THE TOGWOTEE LODGE, 0.5 MILE EAST
 OX0013'OF A BRIDGE OVER A CREEK, ON THE SIDE OF A HILL, ABOUT 120.0 FEET WEST
 OX0013'OF A STONE CULVERT IN A DRAW, 39.0 FEET NORTH OF THE CENTERLINE OF THE
 OX0013'HIGHWAY AND ABOUT 5.0 FEET HIGHER THAN THE HIGHWAY. A STANDARD DISK,
 OX0013'STAMPED J 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0134 ***********************************************************************
 NS0134  DESIGNATION -  J 44
 NS0134  PID         -  NS0134
 NS0134  STATE/COUNTY-  WY/SUBLETTE
 NS0134  USGS QUAD   -  PINEDALE (1980)
 NS0134
 NS0134                         *CURRENT SURVEY CONTROL
 NS0134  ___________________________________________________________________
 NS0134* NAD 83(1986)-  42 51 59.     (N)    109 51 39.     (W)     SCALED    
 NS0134* NAVD 88     -      2188.763  (meters)    7180.97   (feet)  ADJUSTED  
 NS0134  ___________________________________________________________________
 NS0134  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 NS0134  DYNAMIC HT  -        2186.972 (meters)    7175.09  (feet)  COMP
 NS0134  MODELED GRAV-     979,724.6   (mgal)                       NAVD 88
 NS0134
 NS0134  VERT ORDER  -  FIRST     CLASS II
 NS0134
 NS0134.The horizontal coordinates were scaled from a topographic map and have
 NS0134.an estimated accuracy of +/- 6 seconds.
 NS0134
 NS0134.The orthometric height was determined by differential leveling
 NS0134.and adjusted by the National Geodetic Survey in June 1991..
 NS0134
 NS0134.The geoid height was determined by GEOID03.
 NS0134
 NS0134.The dynamic height is computed by dividing the NAVD 88
 NS0134.geopotential number by the normal gravity value computed on the
 NS0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0134.degrees latitude (g = 980.6199 gals.).
 NS0134
 NS0134.The modeled gravity was interpolated from observed gravity values.
 NS0134
 NS0134;                    North         East    Units  Estimated Accuracy
 NS0134;SPC WY W     -   362,840.      818,180.      MT  (+/- 180 meters Scaled)
 NS0134
 NS0134                          SUPERSEDED SURVEY CONTROL
 NS0134
 NS0134  NGVD 29 (??/??/92) 2187.329  (m)         7176.26   (f) ADJ UNCH    1 2
 NS0134
 NS0134.Superseded values are not recommended for survey control.
 NS0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0134.See file dsdata.txt to determine how the superseded data were derived.
 NS0134
 NS0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN930466(NAD 83)
 NS0134_MARKER: DB = BENCH MARK DISK
 NS0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NS0134_SP_SET: BUILDING
 NS0134_STAMPING: J 44 1934
 NS0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0134
 NS0134  HISTORY     - Date     Condition        Report By
 NS0134  HISTORY     - 1934     MONUMENTED       CGS
 NS0134
 NS0134                          STATION DESCRIPTION
 NS0134
 NS0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0134'IN PINEDALE.
 NS0134'AT PINEDALE, SUBLETTE COUNTY, IN THE NORTH BRICK FACE OF THE COUNTY
 NS0134'COURTHOUSE, AT THE NORTHEAST CORNER OF THE BUILDING, 1.4 FEET WEST OF
 NS0134'THE EAST FACE, AND ABOUT 0.8 FOOT BELOW THE CORNERSTONE.  A STANDARD
 NS0134'DISK, STAMPED J 44 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0367 ***********************************************************************
 NS0367  DESIGNATION -  J 44 RESET
 NS0367  PID         -  NS0367
 NS0367  STATE/COUNTY-  WY/SUBLETTE
 NS0367  USGS QUAD   -  PINEDALE (1980)
 NS0367
 NS0367                         *CURRENT SURVEY CONTROL
 NS0367  ___________________________________________________________________
 NS0367* NAD 83(1986)-  42 51 59.     (N)    109 51 39.     (W)     SCALED    
 NS0367* NAVD 88     -      2188.63   (meters)    7180.5    (feet)  RESET     
 NS0367  ___________________________________________________________________
 NS0367  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 NS0367
 NS0367  VERT ORDER  -  THIRD
 NS0367
 NS0367.The horizontal coordinates were scaled from a topographic map and have
 NS0367.an estimated accuracy of +/- 6 seconds.
 NS0367
 NS0367.The orthometric height was computed from unverified reset data.
 NS0367
 NS0367.The geoid height was determined by GEOID03.
 NS0367
 NS0367;                    North         East    Units  Estimated Accuracy
 NS0367;SPC WY W     -   362,840.      818,180.      MT  (+/- 180 meters Scaled)
 NS0367
 NS0367                          SUPERSEDED SURVEY CONTROL
 NS0367
 NS0367  NGVD 29 (03/28/06) 2187.20   (m)         7175.8    (f) RESET       3  
 NS0367
 NS0367.Superseded values are not recommended for survey control.
 NS0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0367.See file dsdata.txt to determine how the superseded data were derived.
 NS0367
 NS0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN930466(NAD 83)
 NS0367_MARKER: DV = VERTICAL CONTROL DISK
 NS0367_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NS0367_SP_SET: RETAINING WALL
 NS0367_STAMPING: J 44 RESET 1984
 NS0367_MARK LOGO: NGS   
 NS0367_MAGNETIC: N = NO MAGNETIC MATERIAL
 NS0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0367+STABILITY: SURFACE MOTION
 NS0367
 NS0367  HISTORY     - Date     Condition        Report By
 NS0367  HISTORY     - 1984     MONUMENTED       WYHD
 NS0367
 NS0367                          STATION DESCRIPTION
 NS0367
 NS0367'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1984
 NS0367'NEAR THE NORTHWEST ENTRANCE TO THE COUNTY COURTHOUSE, APPROXIMATELY
 NS0367'2.5 FEET WEST OF THE WEST FACE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0052 ***********************************************************************
 OX0052  DESIGNATION -  J 45
 OX0052  PID         -  OX0052
 OX0052  STATE/COUNTY-  WY/SUBLETTE
 OX0052  USGS QUAD   -  RASPBERRY RIDGE (1967)
 OX0052
 OX0052                         *CURRENT SURVEY CONTROL
 OX0052  ___________________________________________________________________
 OX0052* NAD 83(1986)-  43 09 36.     (N)    110 21 55.     (W)     SCALED    
 OX0052* NAVD 88     -      2073.539  (meters)    6802.94   (feet)  ADJUSTED  
 OX0052  ___________________________________________________________________
 OX0052  GEOID HEIGHT-         -10.60  (meters)                     GEOID03
 OX0052  DYNAMIC HT  -        2071.937 (meters)    6797.68  (feet)  COMP
 OX0052  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 OX0052
 OX0052  VERT ORDER  -  FIRST     CLASS II
 OX0052
 OX0052.The horizontal coordinates were scaled from a topographic map and have
 OX0052.an estimated accuracy of +/- 6 seconds.
 OX0052
 OX0052.The orthometric height was determined by differential leveling
 OX0052.and adjusted by the National Geodetic Survey in June 1991..
 OX0052
 OX0052.The geoid height was determined by GEOID03.
 OX0052
 OX0052.The dynamic height is computed by dividing the NAVD 88
 OX0052.geopotential number by the normal gravity value computed on the
 OX0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0052.degrees latitude (g = 980.6199 gals.).
 OX0052
 OX0052.The modeled gravity was interpolated from observed gravity values.
 OX0052
 OX0052;                    North         East    Units  Estimated Accuracy
 OX0052;SPC WY W     -   395,470.      777,070.      MT  (+/- 180 meters Scaled)
 OX0052
 OX0052                          SUPERSEDED SURVEY CONTROL
 OX0052
 OX0052  NGVD 29 (??/??/92) 2072.081  (m)         6798.15   (f) ADJ UNCH    1 2
 OX0052
 OX0052.Superseded values are not recommended for survey control.
 OX0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0052.See file dsdata.txt to determine how the superseded data were derived.
 OX0052
 OX0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN516787(NAD 83)
 OX0052_MARKER: DB = BENCH MARK DISK
 OX0052_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OX0052_SP_SET: BRIDGE ABUTMENT
 OX0052_STAMPING: J 45 1934
 OX0052_MARK LOGO: CGS   
 OX0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0052
 OX0052  HISTORY     - Date     Condition        Report By
 OX0052  HISTORY     - 1934     MONUMENTED       CGS
 OX0052  HISTORY     - 1970     GOOD             NGS
 OX0052  HISTORY     - 19780525 GOOD             WYHD
 OX0052
 OX0052                          STATION DESCRIPTION
 OX0052
 OX0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0052'38.4 MI NW FROM PINEDALE.
 OX0052'ABOUT 38.4 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 OX0052'AT PINEDALE, SUBLETTE COUNTY, ABOUT 9.1 MILES NORTHWEST OF THE SOUTH
 OX0052'ENTRANCE TO THE TETON NATIONAL FOREST, AT THE BRIDGE OVER HOBACK
 OX0052'RIVER, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT, 12.5 FEET
 OX0052'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN
 OX0052'THE HIGHWAY.  A STANDARD DISK, STAMPED J 45 1934.
 OX0052
 OX0052                          STATION RECOVERY (1970)
 OX0052
 OX0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OX0052'RECOVERED IN GOOD CONDITION.
 OX0052
 OX0052                          STATION RECOVERY (1978)
 OX0052
 OX0052'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1978
 OX0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0870 ***********************************************************************
 OX0870  DESIGNATION -  J 45 RESET
 OX0870  PID         -  OX0870
 OX0870  STATE/COUNTY-  WY/SUBLETTE
 OX0870  USGS QUAD   -  RASPBERRY RIDGE (1967)
 OX0870
 OX0870                         *CURRENT SURVEY CONTROL
 OX0870  ___________________________________________________________________
 OX0870* NAD 83(1986)-  43 09 36.     (N)    110 21 55.     (W)     SCALED    
 OX0870* NAVD 88     -      2073.98   (meters)    6804.4    (feet)  RESET     
 OX0870  ___________________________________________________________________
 OX0870  GEOID HEIGHT-         -10.60  (meters)                     GEOID03
 OX0870
 OX0870  VERT ORDER  -  THIRD
 OX0870
 OX0870.The horizontal coordinates were scaled from a topographic map and have
 OX0870.an estimated accuracy of +/- 6 seconds.
 OX0870
 OX0870.The orthometric height was computed from unverified reset data.
 OX0870
 OX0870.The geoid height was determined by GEOID03.
 OX0870
 OX0870;                    North         East    Units  Estimated Accuracy
 OX0870;SPC WY W     -   395,470.      777,070.      MT  (+/- 180 meters Scaled)
 OX0870
 OX0870                          SUPERSEDED SURVEY CONTROL
 OX0870
 OX0870  NGVD 29 (03/28/06) 2072.52   (m)         6799.6    (f) RESET       3  
 OX0870
 OX0870.Superseded values are not recommended for survey control.
 OX0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0870.See file dsdata.txt to determine how the superseded data were derived.
 OX0870
 OX0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN516787(NAD 83)
 OX0870_MARKER: DV = VERTICAL CONTROL DISK
 OX0870_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OX0870_SP_SET: BRIDGE CURB
 OX0870_STAMPING: J 45 RESET 1978
 OX0870_MARK LOGO: NGS   
 OX0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0870
 OX0870  HISTORY     - Date     Condition        Report By
 OX0870  HISTORY     - 1978     MONUMENTED       NGS
 OX0870
 OX0870                          STATION DESCRIPTION
 OX0870
 OX0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 OX0870'ABOUT 38.4 MILES (61.8 KM) NORTHWEST ALONG US HIGHWAY 187 FROM
 OX0870'PINEDALE, IN THE EAST END OF THE SOUTH NEW HOBACK RIVER BRIDGE, 20.5
 OX0870'FEET (6.2 M) SOUTH OF CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0088 ***********************************************************************
 OX0088  DESIGNATION -  J 46
 OX0088  PID         -  OX0088
 OX0088  STATE/COUNTY-  WY/TETON
 OX0088  USGS QUAD   -  JACKSON (1996)
 OX0088
 OX0088                         *CURRENT SURVEY CONTROL
 OX0088  ___________________________________________________________________
 OX0088* NAD 83(1986)-  43 25 52.     (N)    110 46 53.     (W)     SCALED    
 OX0088* NAVD 88     -      1865.135  (meters)    6119.20   (feet)  ADJUSTED  
 OX0088  ___________________________________________________________________
 OX0088  GEOID HEIGHT-          -9.91  (meters)                     GEOID03
 OX0088  DYNAMIC HT  -        1863.867 (meters)    6115.04  (feet)  COMP
 OX0088  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 OX0088
 OX0088  VERT ORDER  -  FIRST     CLASS II
 OX0088
 OX0088.The horizontal coordinates were scaled from a topographic map and have
 OX0088.an estimated accuracy of +/- 6 seconds.
 OX0088
 OX0088.The orthometric height was determined by differential leveling
 OX0088.and adjusted by the National Geodetic Survey in June 1991..
 OX0088
 OX0088.The geoid height was determined by GEOID03.
 OX0088
 OX0088.The dynamic height is computed by dividing the NAVD 88
 OX0088.geopotential number by the normal gravity value computed on the
 OX0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0088.degrees latitude (g = 980.6199 gals.).
 OX0088
 OX0088.The modeled gravity was interpolated from observed gravity values.
 OX0088
 OX0088;                    North         East    Units  Estimated Accuracy
 OX0088;SPC WY W     -   425,780.      743,480.      MT  (+/- 180 meters Scaled)
 OX0088
 OX0088                          SUPERSEDED SURVEY CONTROL
 OX0088
 OX0088  NGVD 29 (??/??/92) 1863.832  (m)         6114.92   (f) ADJ UNCH    1 2
 OX0088
 OX0088.Superseded values are not recommended for survey control.
 OX0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0088.See file dsdata.txt to determine how the superseded data were derived.
 OX0088
 OX0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP176087(NAD 83)
 OX0088_MARKER: DB = BENCH MARK DISK
 OX0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0088_STAMPING: J 46 1934
 OX0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0088+STABILITY: SURFACE MOTION
 OX0088
 OX0088  HISTORY     - Date     Condition        Report By
 OX0088  HISTORY     - 1934     MONUMENTED       CGS
 OX0088
 OX0088                          STATION DESCRIPTION
 OX0088
 OX0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0088'4.6 MI S FROM JACKSON.
 OX0088'4.6 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0088'ABOUT 3.1 MILES SOUTH OF THE JUNCTION WITH STATE HIGHWAY 22, ABOUT 1.8
 OX0088'MILE SOUTH OF THE LEEK RANCH, ABOUT 0.4 MILE NORTH OF A SHELL SERVICE
 OX0088'STATION, ABOUT 120.0 FEET NORTH OF AN IRRIGATION DITCH, 63.0 FEET
 OX0088'NORTH OF A FENCE, ABOUT 11.0 FEET HIGHER THAN THE BOTTOM OF THE FENCE,
 OX0088'AND ABOUT 3.0 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 OX0088'J 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0119 ***********************************************************************
 OW0119  DESIGNATION -  J 47
 OW0119  PID         -  OW0119
 OW0119  STATE/COUNTY-  WY/FREMONT
 OW0119  USGS QUAD   -  WILDERNESS (1993)
 OW0119
 OW0119                         *CURRENT SURVEY CONTROL
 OW0119  ___________________________________________________________________
 OW0119* NAD 83(1986)-  43 25 13.     (N)    109 21 04.     (W)     SCALED    
 OW0119* NAVD 88     -      1958.669  (meters)    6426.07   (feet)  ADJUSTED  
 OW0119  ___________________________________________________________________
 OW0119  GEOID HEIGHT-          -8.93  (meters)                     GEOID03
 OW0119  DYNAMIC HT  -        1957.373 (meters)    6421.81  (feet)  COMP
 OW0119  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 OW0119
 OW0119  VERT ORDER  -  SECOND    CLASS 0
 OW0119
 OW0119.The horizontal coordinates were scaled from a topographic map and have
 OW0119.an estimated accuracy of +/- 6 seconds.
 OW0119
 OW0119.The orthometric height was determined by differential leveling
 OW0119.and adjusted by the National Geodetic Survey in June 1991..
 OW0119
 OW0119.The geoid height was determined by GEOID03.
 OW0119
 OW0119.The dynamic height is computed by dividing the NAVD 88
 OW0119.geopotential number by the normal gravity value computed on the
 OW0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0119.degrees latitude (g = 980.6199 gals.).
 OW0119
 OW0119.The modeled gravity was interpolated from observed gravity values.
 OW0119
 OW0119;                    North         East    Units  Estimated Accuracy
 OW0119;SPC WYWC     -   324,520.      551,320.      MT  (+/- 180 meters Scaled)
 OW0119
 OW0119                          SUPERSEDED SURVEY CONTROL
 OW0119
 OW0119  NGVD 29 (??/??/92) 1957.571  (m)         6422.46   (f) ADJ UNCH    2 0
 OW0119
 OW0119.Superseded values are not recommended for survey control.
 OW0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0119.See file dsdata.txt to determine how the superseded data were derived.
 OW0119
 OW0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP334088(NAD 83)
 OW0119_MARKER: DB = BENCH MARK DISK
 OW0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0119_STAMPING: J 47 1934
 OW0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0119+STABILITY: SURFACE MOTION
 OW0119
 OW0119  HISTORY     - Date     Condition        Report By
 OW0119  HISTORY     - 1934     MONUMENTED       CGS
 OW0119
 OW0119                          STATION DESCRIPTION
 OW0119
 OW0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0119'19.7 MI E FROM DUBOIS.
 OW0119'ABOUT 19.7 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0119'DUBOIS, FREMONT COUNTY, ABOUT 1.0 MILE EAST OF DINWOODY CREEK, 70.8
 OW0119'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE
 OW0119'GRANITE ROCK, AND ABOUT 3.0 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 OW0119'DISK, STAMPED J 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0096 ***********************************************************************
 OW0096  DESIGNATION -  J 48
 OW0096  PID         -  OW0096
 OW0096  STATE/COUNTY-  WY/FREMONT
 OW0096  USGS QUAD   -  PAVILLION (1958)
 OW0096
 OW0096                         *CURRENT SURVEY CONTROL
 OW0096  ___________________________________________________________________
 OW0096* NAD 83(1986)-  43 09 21.     (N)    108 41 43.     (W)     SCALED    
 OW0096* NAVD 88     -      1655.859  (meters)    5432.60   (feet)  ADJUSTED  
 OW0096  ___________________________________________________________________
 OW0096  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 OW0096  DYNAMIC HT  -        1654.751 (meters)    5428.96  (feet)  COMP
 OW0096  MODELED GRAV-     979,893.8   (mgal)                       NAVD 88
 OW0096
 OW0096  VERT ORDER  -  SECOND    CLASS 0
 OW0096
 OW0096.The horizontal coordinates were scaled from a topographic map and have
 OW0096.an estimated accuracy of +/- 6 seconds.
 OW0096
 OW0096.The orthometric height was determined by differential leveling
 OW0096.and adjusted by the National Geodetic Survey in June 1991..
 OW0096
 OW0096.The geoid height was determined by GEOID03.
 OW0096
 OW0096.The dynamic height is computed by dividing the NAVD 88
 OW0096.geopotential number by the normal gravity value computed on the
 OW0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0096.degrees latitude (g = 980.6199 gals.).
 OW0096
 OW0096.The modeled gravity was interpolated from observed gravity values.
 OW0096
 OW0096;                    North         East    Units  Estimated Accuracy
 OW0096;SPC WYWC     -   294,970.      604,450.      MT  (+/- 180 meters Scaled)
 OW0096
 OW0096                          SUPERSEDED SURVEY CONTROL
 OW0096
 OW0096  NGVD 29 (??/??/92) 1654.828  (m)         5429.21   (f) ADJ UNCH    2 0
 OW0096
 OW0096.Superseded values are not recommended for survey control.
 OW0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0096.See file dsdata.txt to determine how the superseded data were derived.
 OW0096
 OW0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN873806(NAD 83)
 OW0096_MARKER: DB = BENCH MARK DISK
 OW0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0096_STAMPING: J 48 1934
 OW0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0096+STABILITY: SURFACE MOTION
 OW0096
 OW0096  HISTORY     - Date     Condition        Report By
 OW0096  HISTORY     - 1934     MONUMENTED       CGS
 OW0096
 OW0096                          STATION DESCRIPTION
 OW0096
 OW0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0096'64.7 MI E FROM DUBOIS.
 OW0096'ABOUT 64.7 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0096'DUBOIS, FREMONT COUNTY, ABOUT 18.3 MILES WEST OF RIVERTON, 72.4 FEET
 OW0096'WEST OF THE NORTHEAST CORNER OF A CONCRETE CULVERT, 21.4 FEET WEST OF
 OW0096'A SIDE ROAD, AND 93.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 OW0096'STANDARD DISK, STAMPED J 48 1934 AND SET IN THE TOP OF A CONCRETE
 OW0096'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0102 ***********************************************************************
 OW0102  DESIGNATION -  J 49
 OW0102  PID         -  OW0102
 OW0102  STATE/COUNTY-  WY/HOT SPRINGS
 OW0102  USGS QUAD   -  HAMILTON DOME (1985)
 OW0102
 OW0102                         *CURRENT SURVEY CONTROL
 OW0102  ___________________________________________________________________
 OW0102* NAD 83(1986)-  43 47 16.     (N)    108 32 53.     (W)     SCALED    
 OW0102* NAVD 88     -      1638.688  (meters)    5376.26   (feet)  ADJUSTED  
 OW0102  ___________________________________________________________________
 OW0102  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 OW0102  DYNAMIC HT  -        1637.758 (meters)    5373.21  (feet)  COMP
 OW0102  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 OW0102
 OW0102  VERT ORDER  -  SECOND    CLASS 0
 OW0102
 OW0102.The horizontal coordinates were scaled from a topographic map and have
 OW0102.an estimated accuracy of +/- 6 seconds.
 OW0102
 OW0102.The orthometric height was determined by differential leveling
 OW0102.and adjusted by the National Geodetic Survey in June 1991..
 OW0102
 OW0102.The geoid height was determined by GEOID03.
 OW0102
 OW0102.The dynamic height is computed by dividing the NAVD 88
 OW0102.geopotential number by the normal gravity value computed on the
 OW0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0102.degrees latitude (g = 980.6199 gals.).
 OW0102
 OW0102.The modeled gravity was interpolated from observed gravity values.
 OW0102
 OW0102;                    North         East    Units  Estimated Accuracy
 OW0102;SPC WYWC     -   365,190.      616,250.      MT  (+/- 180 meters Scaled)
 OW0102
 OW0102                          SUPERSEDED SURVEY CONTROL
 OW0102
 OW0102  NGVD 29 (??/??/92) 1637.735  (m)         5373.14   (f) ADJ UNCH    2 0
 OW0102
 OW0102.Superseded values are not recommended for survey control.
 OW0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0102.See file dsdata.txt to determine how the superseded data were derived.
 OW0102
 OW0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP972512(NAD 83)
 OW0102_MARKER: DB = BENCH MARK DISK
 OW0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0102_STAMPING: J 49 1934
 OW0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0102+STABILITY: SURFACE MOTION
 OW0102
 OW0102  HISTORY     - Date     Condition        Report By
 OW0102  HISTORY     - 1934     MONUMENTED       CGS
 OW0102  HISTORY     - 1979     GOOD             USGS
 OW0102
 OW0102                          STATION DESCRIPTION
 OW0102
 OW0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0102'23.9 MI NW FROM THERMOPOLIS.
 OW0102'ABOUT 23.9 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0102'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 1.6 MILES NORTHEAST
 OW0102'OF THE POST OFFICE AT HAMILTON DOME, AT THE JUNCTION WITH A ROAD
 OW0102'LEADING NORTHEAST, ABOUT 95 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OW0102'ROAD, AND 73 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 OW0102'DISK, STAMPED J 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OW0102
 OW0102                          STATION RECOVERY (1979)
 OW0102
 OW0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0102'THERMOPOLIS, HOT SPRINGS COUNTY, ONE BLOCK SOUTH AND TWO BLOCKS WEST
 OW0102'OF COURTHOUSE TO INTERSECTION U.S. HWY. 20 AND WYOMING HWY. 120,
 OW0102'THENCE 21.5 MILES NW ALONG WY. HWY 120 TO PAVED ROAD LEADING WEST TO
 OW0102'HAMILTON DOME, THENCE WEST 5.3 MILES TO BEND IN ROAD LEADING SOUTH,
 OW0102'CONTINUE SOUTH-SE 1.3 MILES ALONG PAVED ROAD TO A ROAD JUNCTION,
 OW0102'CONTINUE SE ALONG PAVED ROAD 1.0 MILE TO A BEND IN ROAD, CONTINUE
 OW0102'0.15 MILE SOUTH TO BM, BM IS 42 FEET NORTH AND 47 FEET EAST OF ROAD
 OW0102'LEADING TO OIL WELL NEAR SANTA FE ENERGY SHOP AREA. SET IN THE TOP OF
 OW0102'A CONCRETE POST, A STANDARD DISK STAMPED J 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0041 ***********************************************************************
 MR0041  DESIGNATION -  J 52
 MR0041  PID         -  MR0041
 MR0041  STATE/COUNTY-  WY/LINCOLN
 MR0041  USGS QUAD   -  OPAL (1969)
 MR0041
 MR0041                         *CURRENT SURVEY CONTROL
 MR0041  ___________________________________________________________________
 MR0041* NAD 83(1986)-  41 45 59.     (N)    110 21 34.     (W)     SCALED    
 MR0041* NAVD 88     -      2038.039  (meters)    6686.47   (feet)  ADJUSTED  
 MR0041  ___________________________________________________________________
 MR0041  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 MR0041  DYNAMIC HT  -        2036.283 (meters)    6680.71  (feet)  COMP
 MR0041  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 MR0041
 MR0041  VERT ORDER  -  SECOND    CLASS 0
 MR0041
 MR0041.The horizontal coordinates were scaled from a topographic map and have
 MR0041.an estimated accuracy of +/- 6 seconds.
 MR0041
 MR0041.The orthometric height was determined by differential leveling
 MR0041.and adjusted by the National Geodetic Survey in June 1991..
 MR0041
 MR0041.The geoid height was determined by GEOID03.
 MR0041
 MR0041.The dynamic height is computed by dividing the NAVD 88
 MR0041.geopotential number by the normal gravity value computed on the
 MR0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0041.degrees latitude (g = 980.6199 gals.).
 MR0041
 MR0041.The modeled gravity was interpolated from observed gravity values.
 MR0041
 MR0041;                    North         East    Units  Estimated Accuracy
 MR0041;SPC WY W     -   240,670.      777,040.      MT  (+/- 180 meters Scaled)
 MR0041
 MR0041                          SUPERSEDED SURVEY CONTROL
 MR0041
 MR0041  NGVD 29 (??/??/92) 2036.68   (m)         6682.0    (f) COMPUTED    2 0
 MR0041
 MR0041.Superseded values are not recommended for survey control.
 MR0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0041.See file dsdata.txt to determine how the superseded data were derived.
 MR0041
 MR0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM532240(NAD 83)
 MR0041_MARKER: DB = BENCH MARK DISK
 MR0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0041_SP_SET: ABUTMENT
 MR0041_STAMPING: J 52 1934
 MR0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0041
 MR0041  HISTORY     - Date     Condition        Report By
 MR0041  HISTORY     - 1934     MONUMENTED       CGS
 MR0041
 MR0041                          STATION DESCRIPTION
 MR0041
 MR0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0041'2.0 MI W FROM OPAL.
 MR0041'ABOUT 2.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0041'AT OPAL, LINCOLN COUNTY, ABOUT 2,620 FEET WEST OF MILEPOST 26, AT
 MR0041'BRIDGE 26.48, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 MR0041'ABUTMENT, 0.9 FOOT WEST OF THE EAST FACE OF THE ABUTMENT, 7.0 FEET
 MR0041'NORTH OF THE NORTH RAIL, AND ABOUT 1.2 FEET LOWER THAN THE TRACK.  A
 MR0041'STANDARD DISK, STAMPED J 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0112 ***********************************************************************
 OU0112  DESIGNATION -  J 53
 OU0112  PID         -  OU0112
 OU0112  STATE/COUNTY-  WY/NIOBRARA
 OU0112  USGS QUAD   -  REDBIRD (1981)
 OU0112
 OU0112                         *CURRENT SURVEY CONTROL
 OU0112  ___________________________________________________________________
 OU0112* NAD 83(1986)-  43 13 38.     (N)    104 18 23.     (W)     SCALED    
 OU0112* NAVD 88     -      1206.094  (meters)    3956.99   (feet)  ADJUSTED  
 OU0112  ___________________________________________________________________
 OU0112  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 OU0112  DYNAMIC HT  -        1205.529 (meters)    3955.14  (feet)  COMP
 OU0112  MODELED GRAV-     980,109.7   (mgal)                       NAVD 88
 OU0112
 OU0112  VERT ORDER  -  SECOND    CLASS 0
 OU0112
 OU0112.The horizontal coordinates were scaled from a topographic map and have
 OU0112.an estimated accuracy of +/- 6 seconds.
 OU0112
 OU0112.The orthometric height was determined by differential leveling
 OU0112.and adjusted by the National Geodetic Survey in June 1991..
 OU0112
 OU0112.The geoid height was determined by GEOID03.
 OU0112
 OU0112.The dynamic height is computed by dividing the NAVD 88
 OU0112.geopotential number by the normal gravity value computed on the
 OU0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0112.degrees latitude (g = 980.6199 gals.).
 OU0112
 OU0112.The modeled gravity was interpolated from observed gravity values.
 OU0112
 OU0112;                    North         East    Units  Estimated Accuracy
 OU0112;SPC WY E     -   303,260.      269,890.      MT  (+/- 180 meters Scaled)
 OU0112
 OU0112                          SUPERSEDED SURVEY CONTROL
 OU0112
 OU0112  NGVD 29 (??/??/92) 1205.469  (m)         3954.94   (f) ADJ UNCH    2 0
 OU0112
 OU0112.Superseded values are not recommended for survey control.
 OU0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0112.See file dsdata.txt to determine how the superseded data were derived.
 OU0112
 OU0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH563862(NAD 83)
 OU0112_MARKER: DB = BENCH MARK DISK
 OU0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OU0112_SP_SET: CULVERT
 OU0112_STAMPING: J 53 1934
 OU0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0112
 OU0112  HISTORY     - Date     Condition        Report By
 OU0112  HISTORY     - 1934     MONUMENTED       CGS
 OU0112  HISTORY     - 1976     MARK NOT FOUND   USGS
 OU0112
 OU0112                          STATION DESCRIPTION
 OU0112
 OU0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0112'15.7 MI W FROM EDGEMONT.
 OU0112'IN NIOBRARA COUNTY, WYOMING, 15.7 MILES WEST ALONG U.S. HIGHWAY
 OU0112'18 FROM THE POST OFFICE AT EDGEMONT, FALL RIVER COUNTY, SOUTH
 OU0112'DAKOTA, THENCE 11.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 85, 9.2
 OU0112'MILES NORTH OF THE JUNCTION OF THE ROAD LEADING TO LANCE CREEK,
 OU0112'AT A CONCRETE-BOX CULVERT, IN THE TOP OF THE NORTH END OF THE WEST
 OU0112'CONCRETE HEADWALL, AND 15 FEET WEST OF THE CENTERLINE OF THE
 OU0112'HIGHWAY.  A STANDARD DISK, STAMPED J 53 1934.
 OU0112
 OU0112                          STATION RECOVERY (1976)
 OU0112
 OU0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0196 ***********************************************************************
 OU0196  DESIGNATION -  J 56
 OU0196  PID         -  OU0196
 OU0196  STATE/COUNTY-  WY/WESTON
 OU0196  USGS QUAD   -  PODDY CREEK (1982)
 OU0196
 OU0196                         *CURRENT SURVEY CONTROL
 OU0196  ___________________________________________________________________
 OU0196* NAD 83(1986)-  43 32 26.     (N)    104 47 35.     (W)     SCALED    
 OU0196* NAVD 88     -      1257.956  (meters)    4127.14   (feet)  ADJUSTED  
 OU0196  ___________________________________________________________________
 OU0196  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 OU0196  DYNAMIC HT  -        1257.333 (meters)    4125.10  (feet)  COMP
 OU0196  MODELED GRAV-     980,080.4   (mgal)                       NAVD 88
 OU0196
 OU0196  VERT ORDER  -  SECOND    CLASS 0
 OU0196
 OU0196.The horizontal coordinates were scaled from a topographic map and have
 OU0196.an estimated accuracy of +/- 6 seconds.
 OU0196
 OU0196.The orthometric height was determined by differential leveling
 OU0196.and adjusted by the National Geodetic Survey in June 1991..
 OU0196
 OU0196.The geoid height was determined by GEOID03.
 OU0196
 OU0196.The dynamic height is computed by dividing the NAVD 88
 OU0196.geopotential number by the normal gravity value computed on the
 OU0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0196.degrees latitude (g = 980.6199 gals.).
 OU0196
 OU0196.The modeled gravity was interpolated from observed gravity values.
 OU0196
 OU0196;                    North         East    Units  Estimated Accuracy
 OU0196;SPC WY E     -   337,770.      230,190.      MT  (+/- 180 meters Scaled)
 OU0196
 OU0196                          SUPERSEDED SURVEY CONTROL
 OU0196
 OU0196  NGVD 29 (??/??/92) 1257.241  (m)         4124.80   (f) ADJ UNCH    2 0
 OU0196
 OU0196.Superseded values are not recommended for survey control.
 OU0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0196.See file dsdata.txt to determine how the superseded data were derived.
 OU0196
 OU0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ167208(NAD 83)
 OU0196_MARKER: DB = BENCH MARK DISK
 OU0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0196_STAMPING: J-56 1934
 OU0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0196+STABILITY: SURFACE MOTION
 OU0196
 OU0196  HISTORY     - Date     Condition        Report By
 OU0196  HISTORY     - 1934     MONUMENTED       CGS
 OU0196  HISTORY     - 1938     GOOD             NGS
 OU0196  HISTORY     - 1975     MARK NOT FOUND   USGS
 OU0196
 OU0196                          STATION DESCRIPTION
 OU0196
 OU0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OU0196'7.6 MI SW FROM HAMPSHIRE.
 OU0196'ALONG HIGHWAY BETWEEN HAMPSHIRE AND DULL CENTER, ON NORTH BRANCH
 OU0196'OF CHEYENNE RIVER, 175 FEET EAST OF DIXON RANCH HOUSE, 27 FEET
 OU0196'SOUTH OF CENTERLINE OF ROAD.  A STANDARD TABLET SET IN TOP OF A
 OU0196'PRECAST CONCRETE POST.
 OU0196
 OU0196                          STATION RECOVERY (1975)
 OU0196
 OU0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OU0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0221 ***********************************************************************
 OU0221  DESIGNATION -  J 57
 OU0221  PID         -  OU0221
 OU0221  STATE/COUNTY-  WY/CONVERSE
 OU0221  USGS QUAD   -  DUGOUT CREEK SOUTH (1984)
 OU0221
 OU0221                         *CURRENT SURVEY CONTROL
 OU0221  ___________________________________________________________________
 OU0221* NAD 83(1986)-  43 15 42.     (N)    105 18 40.     (W)     SCALED    
 OU0221* NAVD 88     -      1444.912  (meters)    4740.52   (feet)  ADJUSTED  
 OU0221  ___________________________________________________________________
 OU0221  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 OU0221  DYNAMIC HT  -        1444.084 (meters)    4737.80  (feet)  COMP
 OU0221  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 OU0221
 OU0221  VERT ORDER  -  SECOND    CLASS 0
 OU0221
 OU0221.The horizontal coordinates were scaled from a topographic map and have
 OU0221.an estimated accuracy of +/- 6 seconds.
 OU0221
 OU0221.The orthometric height was determined by differential leveling
 OU0221.and adjusted by the National Geodetic Survey in June 1991..
 OU0221
 OU0221.The geoid height was determined by GEOID03.
 OU0221
 OU0221.The dynamic height is computed by dividing the NAVD 88
 OU0221.geopotential number by the normal gravity value computed on the
 OU0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0221.degrees latitude (g = 980.6199 gals.).
 OU0221
 OU0221.The modeled gravity was interpolated from observed gravity values.
 OU0221
 OU0221;                    North         East    Units  Estimated Accuracy
 OU0221;SPC WY E     -   306,730.      188,270.      MT  (+/- 180 meters Scaled)
 OU0221
 OU0221                          SUPERSEDED SURVEY CONTROL
 OU0221
 OU0221  NGVD 29 (??/??/92) 1444.098  (m)         4737.84   (f) ADJ UNCH    2 0
 OU0221
 OU0221.Superseded values are not recommended for survey control.
 OU0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0221.See file dsdata.txt to determine how the superseded data were derived.
 OU0221
 OU0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH747899(NAD 83)
 OU0221_MARKER: DB = BENCH MARK DISK
 OU0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0221_STAMPING: J 57 1934
 OU0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0221+STABILITY: SURFACE MOTION
 OU0221
 OU0221  HISTORY     - Date     Condition        Report By
 OU0221  HISTORY     - 1934     MONUMENTED       CGS
 OU0221  HISTORY     - 1959     GOOD             USGS
 OU0221
 OU0221                          STATION DESCRIPTION
 OU0221
 OU0221'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OU0221'2.5 MI N FROM DRY CREEK.
 OU0221'2.5 MI. N. ALONG STATE HWY. 59 FROM BILL, CONVERSE COUNTY,
 OU0221'THENCE 1.2 MI. W. ALONG A GRADED RD., IN A HOLLOW, 27 FT. N. OF
 OU0221'RD., AND 3 FT. S. OF RIGHT OF WAY FENCE.  A STD. DISK STAMPED
 OU0221'J 57 1934 AND SET IN TOP OF A CONC. POST.  NOTE-- DRY CREEK IS
 OU0221'NOW BILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0267 ***********************************************************************
 OU0267  DESIGNATION -  J 58
 OU0267  PID         -  OU0267
 OU0267  STATE/COUNTY-  WY/CAMPBELL
 OU0267  USGS QUAD   -  BAKER SPRING (1984)
 OU0267
 OU0267                         *CURRENT SURVEY CONTROL
 OU0267  ___________________________________________________________________
 OU0267* NAD 83(1986)-  43 38 55.     (N)    105 39 15.     (W)     SCALED    
 OU0267* NAVD 88     -      1587.617  (meters)    5208.71   (feet)  ADJUSTED  
 OU0267  ___________________________________________________________________
 OU0267  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 OU0267  DYNAMIC HT  -        1586.736 (meters)    5205.82  (feet)  COMP
 OU0267  MODELED GRAV-     980,008.2   (mgal)                       NAVD 88
 OU0267  OBS GRAVITY -     980,010.8   (mgal)                       GRAV_OBS
 OU0267
 OU0267  VERT ORDER  -  SECOND    CLASS 0
 OU0267
 OU0267.The horizontal coordinates were scaled from a topographic map and have
 OU0267.an estimated accuracy of +/- 6 seconds.
 OU0267
 OU0267.The orthometric height was determined by differential leveling
 OU0267.and adjusted by the National Geodetic Survey in June 1991..
 OU0267
 OU0267.The geoid height was determined by GEOID03.
 OU0267
 OU0267.The dynamic height is computed by dividing the NAVD 88
 OU0267.geopotential number by the normal gravity value computed on the
 OU0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0267.degrees latitude (g = 980.6199 gals.).
 OU0267
 OU0267.The modeled gravity was interpolated from observed gravity values.
 OU0267.The observed gravity was obtained from relative gravimeter ties
 OU0267.to the IGSN71 gravity network.
 OU0267
 OU0267;                    North         East    Units  Estimated Accuracy
 OU0267;SPC WY E     -   349,830.      160,670.      MT  (+/- 180 meters Scaled)
 OU0267
 OU0267                          SUPERSEDED SURVEY CONTROL
 OU0267
 OU0267  NGVD 29 (??/??/92) 1586.783  (m)         5205.97   (f) ADJ UNCH    2 0
 OU0267
 OU0267.Superseded values are not recommended for survey control.
 OU0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0267.See file dsdata.txt to determine how the superseded data were derived.
 OU0267
 OU0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ472330(NAD 83)
 OU0267_MARKER: DB = BENCH MARK DISK
 OU0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0267_STAMPING: J 58 1934
 OU0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0267+STABILITY: SURFACE MOTION
 OU0267
 OU0267  HISTORY     - Date     Condition        Report By
 OU0267  HISTORY     - 1934     MONUMENTED       CGS
 OU0267  HISTORY     - 1960     GOOD             USGS
 OU0267  HISTORY     - 1978     GOOD             USGS
 OU0267
 OU0267                          STATION DESCRIPTION
 OU0267
 OU0267'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 OU0267'12.8 MI SE FROM RENO JUNCTION.
 OU0267'12.8 MI. SE ALONG STATE HWY. 387 FROM RENO JUNCTION, NEAR THE
 OU0267'1/4 COR. BETWEEN SECS. 32 AND 5, T. 43 N., T. 42 N., R. 73 W.,
 OU0267'35 FT. S. AND 350 FT. E. OF Y-JCT. OF STATE HWY. 387 AND RD.
 OU0267'E. TO COSNER RANCH.  A STD DISK STAMPED J 58 1934 AND SET IN
 OU0267'TOP OF A CONC. POST.
 OU0267
 OU0267                          STATION RECOVERY (1978)
 OU0267
 OU0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OU0267'7.0 MILES EAST OF PINE TREE ALONG HWY. 387. ABOUT 300 FT. EAST OF
 OU0267'JCT. OF COUNTY ROAD AND HWY. 387. 31 FT. SOUTH OF CENTER OF
 OU0267'CATTLEGUARD IN COUNTY ROAD. AT A FENCE CORNER. STANDARD TABLET
 OU0267'STAMPED-- J 58 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0019 ***********************************************************************
 PV0019  DESIGNATION -  J 59
 PV0019  PID         -  PV0019
 PV0019  STATE/COUNTY-  WY/CROOK
 PV0019  USGS QUAD   -  SCHOOLMARM BUTTE (1984)
 PV0019
 PV0019                         *CURRENT SURVEY CONTROL
 PV0019  ___________________________________________________________________
 PV0019* NAD 83(1993)-  44 31 56.98895(N)    104 11 36.24400(W)     ADJUSTED  
 PV0019* NAVD 88     -      1220.745  (meters)    4005.06   (feet)  ADJUSTED  
 PV0019  ___________________________________________________________________
 PV0019  X           -  -1,116,875.533 (meters)                     COMP
 PV0019  Y           -  -4,415,987.731 (meters)                     COMP
 PV0019  Z           -   4,451,309.376 (meters)                     COMP
 PV0019  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 PV0019  ELLIP HEIGHT-        1206.68  (meters)          (02/09/05) GPS OBS
 PV0019  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 PV0019  DYNAMIC HT  -        1220.337 (meters)    4003.72  (feet)  COMP
 PV0019  MODELED GRAV-     980,240.0   (mgal)                       NAVD 88
 PV0019
 PV0019  HORZ ORDER  -  B
 PV0019  VERT ORDER  -  FIRST     CLASS II
 PV0019  ELLP ORDER  -  THIRD     CLASS I
 PV0019
 PV0019.The horizontal coordinates were established by GPS observations
 PV0019.and adjusted by the LANDAIR MAPPING INC in February 2005..
 PV0019
 PV0019.The orthometric height was determined by differential leveling
 PV0019.and adjusted by the National Geodetic Survey in September 1993..
 PV0019
 PV0019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PV0019
 PV0019.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0019
 PV0019.The ellipsoidal height was determined by GPS observations
 PV0019.and is referenced to NAD 83.
 PV0019
 PV0019.The geoid height was determined by GEOID03.
 PV0019
 PV0019.The dynamic height is computed by dividing the NAVD 88
 PV0019.geopotential number by the normal gravity value computed on the
 PV0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0019.degrees latitude (g = 980.6199 gals.).
 PV0019
 PV0019.The modeled gravity was interpolated from observed gravity values.
 PV0019
 PV0019;                    North         East     Units Scale Factor Converg.
 PV0019;SPC WY E     -   448,376.110   277,355.608   MT  1.00001106   +0 40 57.4
 PV0019;UTM  13      - 4,931,335.245   564,087.207   MT  0.99965051   +0 33 56.5
 PV0019
 PV0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0019!SPC WY E     -   0.99981083  x   1.00001106  =   0.99982189
 PV0019!UTM  13      -   0.99981083  x   0.99965051  =   0.99946141
 PV0019
 PV0019                          SUPERSEDED SURVEY CONTROL
 PV0019
 PV0019  NAVD 88 (06/15/91) 1220.726  (m)         4005.00   (f) UNKNOWN     1 2
 PV0019  NGVD 29 (??/??/92) 1220.171  (m)         4003.18   (f) ADJ UNCH    1 2
 PV0019
 PV0019.Superseded values are not recommended for survey control.
 PV0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0019.See file dsdata.txt to determine how the superseded data were derived.
 PV0019
 PV0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK6408731335(NAD 83)
 PV0019_MARKER: DB = BENCH MARK DISK
 PV0019_SETTING: 66 = SET IN ROCK OUTCROP
 PV0019_SP_SET: BEDROCK
 PV0019_STAMPING: J 59 1934
 PV0019_MARK LOGO: CGS   
 PV0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0019+STABILITY: POSITION/ELEVATION WELL
 PV0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0019+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1991
 PV0019
 PV0019  HISTORY     - Date     Condition        Report By
 PV0019  HISTORY     - 1934     MONUMENTED       CGS
 PV0019  HISTORY     - 19910823 GOOD             NGS
 PV0019
 PV0019                          STATION DESCRIPTION
 PV0019
 PV0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0019'5.4 MI SW FROM BEULAH.
 PV0019'5.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PV0019'AT BEULAH, CROOK COUNTY, 52 FEET NORTHEAST OF A UNITED STATES
 PV0019'GENERAL LAND OFFICE IRON STAKE MARKING THE SOUTH CORNER BETWEEN
 PV0019'SECTIONS 32 AND 33, T. 53 N, R. 61 W., 133 FEET NORTH OF THE
 PV0019'CENTERLINE OF THE HIGHWAY, 60 FEET WEST OF A SMALL ROCK PYRAMID
 PV0019'ON THE TOP OF A HILL, 2 FEET SOUTH OF A LARGE ROCK PYRAMID ON
 PV0019'THE WEST SLOPE OF THE HILL, AND IN THE TOP OF A FLAT ROCK OUTCROP.
 PV0019'A STANDARD DISK, STAMPED J 59 1934.
 PV0019
 PV0019                          STATION RECOVERY (1991)
 PV0019
 PV0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0019'8.5 KM (5.30 MI) WESTERLY ALONG A PAVED ROAD (INTERSTATE HIGHWAY 90
 PV0019'SERVICE ROAD) FROM THE POST OFFICE IN BEULAH, NEAR THE CENTER OF A 4
 PV0019'BY 6 FOOT AREA OF OUTCROPPING BEDROCK ON TOP OF A HIGHWAY CUT, 32.0 M
 PV0019'(105.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 17.2 M (56.4 FT)
 PV0019'WEST OF A BRACED FENCE POST, 5.1 M (16.7 FT) SOUTH OF A WITNESS POST
 PV0019'AND FENCE, AND 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0183 ***********************************************************************
 PV0183  DESIGNATION -  J 60
 PV0183  PID         -  PV0183
 PV0183  STATE/COUNTY-  WY/CROOK
 PV0183  USGS QUAD   -  BRISLAWN SCHOOL (1972)
 PV0183
 PV0183                         *CURRENT SURVEY CONTROL
 PV0183  ___________________________________________________________________
 PV0183* NAD 83(1986)-  44 42 18.     (N)    105 00 52.     (W)     SCALED    
 PV0183* NAVD 88     -      1227.048  (meters)    4025.74   (feet)  ADJUSTED  
 PV0183  ___________________________________________________________________
 PV0183  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 PV0183  DYNAMIC HT  -        1226.606 (meters)    4024.29  (feet)  COMP
 PV0183  MODELED GRAV-     980,214.5   (mgal)                       NAVD 88
 PV0183
 PV0183  VERT ORDER  -  SECOND    CLASS 0
 PV0183
 PV0183.The horizontal coordinates were scaled from a topographic map and have
 PV0183.an estimated accuracy of +/- 6 seconds.
 PV0183
 PV0183.The orthometric height was determined by differential leveling
 PV0183.and adjusted by the National Geodetic Survey in June 1991..
 PV0183
 PV0183.The geoid height was determined by GEOID03.
 PV0183
 PV0183.The dynamic height is computed by dividing the NAVD 88
 PV0183.geopotential number by the normal gravity value computed on the
 PV0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0183.degrees latitude (g = 980.6199 gals.).
 PV0183
 PV0183.The modeled gravity was interpolated from observed gravity values.
 PV0183
 PV0183;                    North         East    Units  Estimated Accuracy
 PV0183;SPC WY E     -   467,100.      212,060.      MT  (+/- 180 meters Scaled)
 PV0183
 PV0183                          SUPERSEDED SURVEY CONTROL
 PV0183
 PV0183  NGVD 29 (??/??/92) 1226.389  (m)         4023.58   (f) ADJ UNCH    2 0
 PV0183
 PV0183.Superseded values are not recommended for survey control.
 PV0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0183.See file dsdata.txt to determine how the superseded data were derived.
 PV0183
 PV0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK988501(NAD 83)
 PV0183_MARKER: DB = BENCH MARK DISK
 PV0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0183_STAMPING: J 60 1934
 PV0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0183+STABILITY: SURFACE MOTION
 PV0183
 PV0183  HISTORY     - Date     Condition        Report By
 PV0183  HISTORY     - 1934     MONUMENTED       CGS
 PV0183  HISTORY     - 1972     GOOD             USGS
 PV0183  HISTORY     - 1972     GOOD             NGS
 PV0183
 PV0183                          STATION DESCRIPTION
 PV0183
 PV0183'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 PV0183'34 MI NNW FROM MOORCROFT.
 PV0183'2.4 MILES WEST ALONG INTERSTATE 90 SERVICE ROAD FROM U.S. HIGHWAYS
 PV0183'14 AND 16 JUNCTION AT MOORCROFT, THENCE ABOUT 32.3 MILES NORTH
 PV0183'ALONG D ROAD, ABOUT 1.7 MILES WEST AND 9.0 MILES NORTH OF THE
 PV0183'U.S. POST OFFICE AT OSHOTO, ABOUT 620 FEET SOUTHWEST ALONG
 PV0183'ROAD FROM A CULVERT AT A SMALL DRAIN CROSSING, 34 FEET SOUTHEAST,
 PV0183'NORMAL TO CENTERLINE OF ROAD.  A STANDARD DISK STAMPED J 60 1934
 PV0183'AND SET IN THE TOP OF A CONCRETE POST.
 PV0183
 PV0183                          STATION RECOVERY (1972)
 PV0183
 PV0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PV0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0127 ***********************************************************************
 PV0127  DESIGNATION -  J 61
 PV0127  PID         -  PV0127
 PV0127  STATE/COUNTY-  WY/CROOK
 PV0127  USGS QUAD   -  WONDER VIEW (1984)
 PV0127
 PV0127                         *CURRENT SURVEY CONTROL
 PV0127  ___________________________________________________________________
 PV0127* NAD 83(1986)-  44 29 55.     (N)    104 44 43.     (W)     SCALED    
 PV0127* NAVD 88     -      1214.695  (meters)    3985.21   (feet)  ADJUSTED  
 PV0127  ___________________________________________________________________
 PV0127  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 PV0127  DYNAMIC HT  -        1214.264 (meters)    3983.80  (feet)  COMP
 PV0127  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 PV0127
 PV0127  VERT ORDER  -  SECOND    CLASS 0
 PV0127
 PV0127.The horizontal coordinates were scaled from a topographic map and have
 PV0127.an estimated accuracy of +/- 6 seconds.
 PV0127
 PV0127.The orthometric height was determined by differential leveling
 PV0127.and adjusted by the National Geodetic Survey in June 1991..
 PV0127
 PV0127.The geoid height was determined by GEOID03.
 PV0127
 PV0127.The dynamic height is computed by dividing the NAVD 88
 PV0127.geopotential number by the normal gravity value computed on the
 PV0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0127.degrees latitude (g = 980.6199 gals.).
 PV0127
 PV0127.The modeled gravity was interpolated from observed gravity values.
 PV0127
 PV0127;                    North         East    Units  Estimated Accuracy
 PV0127;SPC WY E     -   444,240.      233,510.      MT  (+/- 180 meters Scaled)
 PV0127
 PV0127                          SUPERSEDED SURVEY CONTROL
 PV0127
 PV0127  NGVD 29 (??/??/92) 1214.102  (m)         3983.27   (f) ADJ UNCH    2 0
 PV0127
 PV0127.Superseded values are not recommended for survey control.
 PV0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0127.See file dsdata.txt to determine how the superseded data were derived.
 PV0127
 PV0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK202272(NAD 83)
 PV0127_MARKER: DB = BENCH MARK DISK
 PV0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0127_STAMPING: J 61 1934
 PV0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0127+STABILITY: SURFACE MOTION
 PV0127
 PV0127  HISTORY     - Date     Condition        Report By
 PV0127  HISTORY     - 1934     MONUMENTED       CGS
 PV0127  HISTORY     - 1953     MARK NOT FOUND   USGS
 PV0127
 PV0127                          STATION DESCRIPTION
 PV0127
 PV0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0127'3 MI E FROM CARLILE.
 PV0127'3.0 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PV0127'CARLILE, CROOK COUNTY, ABOUT 1.5 MILES EAST OF THE OLD POST
 PV0127'OFFICE SITE, AT THE TOP OF A SMALL HILL, 35 FEET SOUTH OF THE
 PV0127'CENTER LINE OF THE HIGHWAY, AND 5 FEET NORTH OF THE RIGHT-OF-WAY
 PV0127'FENCE.  A STANDARD DISK, STAMPED J 61 1934 AND SET IN THE
 PV0127'TOP OF A CONCRETE POST.
 PV0127
 PV0127                          STATION RECOVERY (1953)
 PV0127
 PV0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 PV0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0073 ***********************************************************************
 PV0073  DESIGNATION -  J 62
 PV0073  PID         -  PV0073
 PV0073  STATE/COUNTY-  WY/WESTON
 PV0073  USGS QUAD   -  BUCKHORN (1984)
 PV0073
 PV0073                         *CURRENT SURVEY CONTROL
 PV0073  ___________________________________________________________________
 PV0073* NAD 83(1986)-  44 08 39.     (N)    104 06 08.     (W)     SCALED    
 PV0073* NAVD 88     -      1860.805  (meters)    6104.99   (feet)  ADJUSTED  
 PV0073  ___________________________________________________________________
 PV0073  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 PV0073  DYNAMIC HT  -        1859.902 (meters)    6102.03  (feet)  COMP
 PV0073  MODELED GRAV-     980,065.4   (mgal)                       NAVD 88
 PV0073
 PV0073  VERT ORDER  -  SECOND    CLASS 0
 PV0073
 PV0073.The horizontal coordinates were scaled from a topographic map and have
 PV0073.an estimated accuracy of +/- 6 seconds.
 PV0073
 PV0073.The orthometric height was determined by differential leveling
 PV0073.and adjusted by the National Geodetic Survey in June 1991..
 PV0073
 PV0073.The geoid height was determined by GEOID03.
 PV0073
 PV0073.The dynamic height is computed by dividing the NAVD 88
 PV0073.geopotential number by the normal gravity value computed on the
 PV0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0073.degrees latitude (g = 980.6199 gals.).
 PV0073
 PV0073.The modeled gravity was interpolated from observed gravity values.
 PV0073
 PV0073;                    North         East    Units  Estimated Accuracy
 PV0073;SPC WY E     -   405,320.      285,160.      MT  (+/- 180 meters Scaled)
 PV0073
 PV0073                          SUPERSEDED SURVEY CONTROL
 PV0073
 PV0073  NGVD 29 (??/??/92) 1860.081  (m)         6102.62   (f) ADJ UNCH    2 0
 PV0073
 PV0073.Superseded values are not recommended for survey control.
 PV0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0073.See file dsdata.txt to determine how the superseded data were derived.
 PV0073
 PV0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ718882(NAD 83)
 PV0073_MARKER: DB = BENCH MARK DISK
 PV0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0073_STAMPING: J 62 1934
 PV0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0073+STABILITY: SURFACE MOTION
 PV0073
 PV0073  HISTORY     - Date     Condition        Report By
 PV0073  HISTORY     - 1934     MONUMENTED       CGS
 PV0073  HISTORY     - 1957     GOOD             NGS
 PV0073  HISTORY     - 1979     GOOD             USGS
 PV0073
 PV0073                          STATION DESCRIPTION
 PV0073
 PV0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0073'24.1 MI NE FROM NEWCASTLE.
 PV0073'24.1 MILES NORTHEAST ON HIGHWAY.  ALONG U.S. HIGHWAY NO. 85
 PV0073'BETWEEN LEAD, SOUTH DAKOTA AND NEWCASTLE, WYOMING, 28 FEET SOUTH
 PV0073'OF CENTERLINE OF U.S. HIGHWAY NO. 85, 34 FEET NORTH OF SMALL
 PV0073'LOG BUILDING, 1.1 MILES SOUTHEAST OF BUCKHORN POST OFFICE,
 PV0073'1.85 MILES NORTHWEST OF SOLDIER CREEK STORE.  AND 4.4 MILES
 PV0073'SOUTH WYOMING-SOUTH DAKOTA STATE LINE.  STANDARD DISK STAMPED
 PV0073'J 62 1934.
 PV0073
 PV0073                          STATION RECOVERY (1957)
 PV0073
 PV0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PV0073'RECOVERED IN GOOD CONDITION.
 PV0073
 PV0073                          STATION RECOVERY (1979)
 PV0073
 PV0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0073'FROM U.S. 85 AT WYO-S. DAK. STATE LINE, SW ALONG U.S. 85 FOR 3.5 MI.,
 PV0073'1.1 MI. SW OF BUCKHORN RESTURANT. THENCE 0.35 MI. NW ALONG OLD
 PV0073'HIGHWAY TO BM ON LEFT, WEST, SIDE OF ROAD, 20 FT. S., 29 FT. W. AND
 PV0073'FOUR FT. HIGHER THAN T-JCT. OF A LOGGING ROAD WEST. A STANDARD TABLET
 PV0073'IN CONCRETE POST PROJECTING 0.3 FT. AND STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0067 ***********************************************************************
 NQ0067  DESIGNATION -  J 64
 NQ0067  PID         -  NQ0067
 NQ0067  STATE/COUNTY-  WY/GOSHEN
 NQ0067  USGS QUAD   -  BARNES (1990)
 NQ0067
 NQ0067                         *CURRENT SURVEY CONTROL
 NQ0067  ___________________________________________________________________
 NQ0067* NAD 83(1986)-  42 10 52.     (N)    104 26 46.     (W)     SCALED    
 NQ0067* NAVD 88     -      1283.119  (meters)    4209.70   (feet)  ADJUSTED  
 NQ0067  ___________________________________________________________________
 NQ0067  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 NQ0067  DYNAMIC HT  -        1282.302 (meters)    4207.02  (feet)  COMP
 NQ0067  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 NQ0067
 NQ0067  VERT ORDER  -  SECOND    CLASS 0
 NQ0067
 NQ0067.The horizontal coordinates were scaled from a topographic map and have
 NQ0067.an estimated accuracy of +/- 6 seconds.
 NQ0067
 NQ0067.The orthometric height was determined by differential leveling
 NQ0067.and adjusted by the National Geodetic Survey in June 1991..
 NQ0067
 NQ0067.The geoid height was determined by GEOID03.
 NQ0067
 NQ0067.The dynamic height is computed by dividing the NAVD 88
 NQ0067.geopotential number by the normal gravity value computed on the
 NQ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0067.degrees latitude (g = 980.6199 gals.).
 NQ0067
 NQ0067.The modeled gravity was interpolated from observed gravity values.
 NQ0067
 NQ0067;                    North         East    Units  Estimated Accuracy
 NQ0067;SPC WY E     -   186,950.      259,530.      MT  (+/- 180 meters Scaled)
 NQ0067
 NQ0067                          SUPERSEDED SURVEY CONTROL
 NQ0067
 NQ0067  NGVD 29 (??/??/92) 1282.337  (m)         4207.13   (f) ADJ UNCH    2 0
 NQ0067
 NQ0067.Superseded values are not recommended for survey control.
 NQ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0067.See file dsdata.txt to determine how the superseded data were derived.
 NQ0067
 NQ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG457700(NAD 83)
 NQ0067_MARKER: DB = BENCH MARK DISK
 NQ0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0067_STAMPING: J 64 1934
 NQ0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0067+STABILITY: SURFACE MOTION
 NQ0067
 NQ0067  HISTORY     - Date     Condition        Report By
 NQ0067  HISTORY     - 1934     MONUMENTED       CGS
 NQ0067
 NQ0067                          STATION DESCRIPTION
 NQ0067
 NQ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0067'4.2 MI SE FROM FORT LARAMIE.
 NQ0067'4.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0067'RAILROAD FROM THE STATION AT FORT LARAMIE, 0.2 MILE SOUTHEAST OF
 NQ0067'MILEPOST 78, AT BARNES, OPPOSITE THE SWITCH POINTS AT THE WEST
 NQ0067'END OF THE SIDING, 64.4 FEET NORTHEAST OF THE NORTHEAST RAIL,
 NQ0067'AND 43.6 FEET NORTH OF A TELEPHONE BOX.  A STANDARD DISK, STAMPED
 NQ0067'J 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0635 ***********************************************************************
 MO0635  DESIGNATION -  J 65
 MO0635  PID         -  MO0635
 MO0635  STATE/COUNTY-  WY/ALBANY
 MO0635  USGS QUAD   -  MILLER (1978)
 MO0635
 MO0635                         *CURRENT SURVEY CONTROL
 MO0635  ___________________________________________________________________
 MO0635* NAD 83(1986)-  41 18 54.     (N)    105 49 06.     (W)     SCALED    
 MO0635* NAVD 88     -      2263.150  (meters)    7425.02   (feet)  ADJUSTED  
 MO0635  ___________________________________________________________________
 MO0635  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 MO0635  DYNAMIC HT  -        2261.145 (meters)    7418.44  (feet)  COMP
 MO0635  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 MO0635
 MO0635  VERT ORDER  -  FIRST     CLASS II
 MO0635
 MO0635.The horizontal coordinates were scaled from a topographic map and have
 MO0635.an estimated accuracy of +/- 6 seconds.
 MO0635
 MO0635.The orthometric height was determined by differential leveling
 MO0635.and adjusted by the National Geodetic Survey in June 1991..
 MO0635.WARNING-Repeat measurements at this control monument indicate possible
 MO0635.vertical movement.
 MO0635
 MO0635.The geoid height was determined by GEOID03.
 MO0635
 MO0635.The dynamic height is computed by dividing the NAVD 88
 MO0635.geopotential number by the normal gravity value computed on the
 MO0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0635.degrees latitude (g = 980.6199 gals.).
 MO0635
 MO0635.The modeled gravity was interpolated from observed gravity values.
 MO0635
 MO0635;                    North         East    Units  Estimated Accuracy
 MO0635;SPC WY E     -    90,710.      145,440.      MT  (+/- 180 meters Scaled)
 MO0635
 MO0635                          SUPERSEDED SURVEY CONTROL
 MO0635
 MO0635  NGVD 29 (??/??/92) 2262.053  (m)         7421.42   (f) ADJ UNCH    1 2
 MO0635
 MO0635.Superseded values are not recommended for survey control.
 MO0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0635.See file dsdata.txt to determine how the superseded data were derived.
 MO0635
 MO0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF315740(NAD 83)
 MO0635_MARKER: DB = BENCH MARK DISK
 MO0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0635_STAMPING: J 65 1934
 MO0635_MARK LOGO: CGS   
 MO0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0635+STABILITY: SURFACE MOTION
 MO0635
 MO0635  HISTORY     - Date     Condition        Report By
 MO0635  HISTORY     - 1934     MONUMENTED       CGS
 MO0635  HISTORY     - 1956     GOOD             NGS
 MO0635  HISTORY     - 19990824 GOOD             WYDT
 MO0635
 MO0635                          STATION DESCRIPTION
 MO0635
 MO0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0635'12.1 MI W FROM LARAMIE.
 MO0635'12.1 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0635'RAILROAD FROM THE STATION AT LARAMIE, 27.9 FEET NORTH OF THE NORTH
 MO0635'RAIL, 3.3 FEET NORTH OF MILEPOST 12, 2.9 FEET WEST OF A WITNESS
 MO0635'POST, SET IN THE TOP OF A CONCRETE POST WHCIH PROJECTS 0.3 FOOT
 MO0635'ABOVE THE GROUND, IN SECTION 33, TOWNSHIP 16 NORTH, RANGE 75 WEST.
 MO0635
 MO0635                          STATION RECOVERY (1999)
 MO0635
 MO0635'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0635'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORSTATION.  PHONE NUMBER
 MO0635'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MO0635'GOOD CONDITION.  THE RAILROAD TRACKS ARE BEING REMOVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0494 ***********************************************************************
 MO0494  DESIGNATION -  J 66 RESET
 MO0494  PID         -  MO0494
 MO0494  STATE/COUNTY-  WY/ALBANY
 MO0494  USGS QUAD   -  BEST RANCH (1978)
 MO0494
 MO0494                         *CURRENT SURVEY CONTROL
 MO0494  ___________________________________________________________________
 MO0494* NAD 83(1986)-  41 06 13.     (N)    105 30 07.     (W)     SCALED    
 MO0494* NAVD 88     -      2377.593  (meters)    7800.49   (feet)  ADJUSTED  
 MO0494  ___________________________________________________________________
 MO0494  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 MO0494  DYNAMIC HT  -        2375.409 (meters)    7793.32  (feet)  COMP
 MO0494  MODELED GRAV-     979,618.5   (mgal)                       NAVD 88
 MO0494
 MO0494  VERT ORDER  -  FIRST     CLASS II
 MO0494
 MO0494.The horizontal coordinates were scaled from a topographic map and have
 MO0494.an estimated accuracy of +/- 6 seconds.
 MO0494
 MO0494.The orthometric height was determined by differential leveling
 MO0494.and adjusted by the National Geodetic Survey in June 1991..
 MO0494
 MO0494.The geoid height was determined by GEOID03.
 MO0494
 MO0494.The dynamic height is computed by dividing the NAVD 88
 MO0494.geopotential number by the normal gravity value computed on the
 MO0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0494.degrees latitude (g = 980.6199 gals.).
 MO0494
 MO0494.The modeled gravity was interpolated from observed gravity values.
 MO0494
 MO0494;                    North         East    Units  Estimated Accuracy
 MO0494;SPC WY E     -    67,080.      171,840.      MT  (+/- 180 meters Scaled)
 MO0494
 MO0494                          SUPERSEDED SURVEY CONTROL
 MO0494
 MO0494  NGVD 29 (??/??/92) 2376.441  (m)         7796.71   (f) ADJ UNCH    1 2
 MO0494
 MO0494.Superseded values are not recommended for survey control.
 MO0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0494.See file dsdata.txt to determine how the superseded data were derived.
 MO0494
 MO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF578503(NAD 83)
 MO0494_MARKER: DB = BENCH MARK DISK
 MO0494_SETTING: 66 = SET IN ROCK OUTCROP
 MO0494_SP_SET: ROCK LEDGE
 MO0494_STAMPING: J 66 1934 RESET 1947
 MO0494_MARK LOGO: CGS   
 MO0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0494+STABILITY: POSITION/ELEVATION WELL
 MO0494
 MO0494  HISTORY     - Date     Condition        Report By
 MO0494  HISTORY     - 1947     MONUMENTED       CGS
 MO0494  HISTORY     - 1956     GOOD             CGS
 MO0494  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0494
 MO0494                          STATION DESCRIPTION
 MO0494
 MO0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0494'1.5 MI NW FROM HERMOSA.
 MO0494'1.3 MILES NORTHWEST ALONG THE NORTHEAST TRACK OF THE UNION
 MO0494'PACIFIC RAILROAD FROM THE STATION SIGN AT HERMOSA, THENCE 0.2
 MO0494'MILE NORTHWEST ALONG THE FORMER RIGHT OF WAY OF THE UNION PACIFIC
 MO0494'RAILROAD, 131 YARDS NORTHWEST OF A FENCE, 11 FEET SOUTHWEST OF
 MO0494'THE CENTER LINE OF THE OLD RAILROAD GRADE, 2 FEET ABOVE THE
 MO0494'GROUND, SET VERTICALLY IN THE NORTHEAST SIDE OF A ROCK LEDGE, IN
 MO0494'THE SOUTHEAST 1/4 OF SECTION 7, TOWNSHIP 13 NORTH, RANGE 72 WEST.
 MO0494
 MO0494                          STATION RECOVERY (1983)
 MO0494
 MO0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0494'THE DRILL HOLE WAS RECOVERED WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0163 ***********************************************************************
 NT0163  DESIGNATION -  J 67
 NT0163  PID         -  NT0163
 NT0163  STATE/COUNTY-  WY/LINCOLN
 NT0163  USGS QUAD   -  THAYNE WEST (1980)
 NT0163
 NT0163                         *CURRENT SURVEY CONTROL
 NT0163  ___________________________________________________________________
 NT0163* NAD 83(1986)-  42 59 06.     (N)    111 02 38.     (W)     SCALED    
 NT0163* NAVD 88     -      1760.495  (meters)    5775.89   (feet)  ADJUSTED  
 NT0163  ___________________________________________________________________
 NT0163  GEOID HEIGHT-         -10.84  (meters)                     GEOID03
 NT0163  DYNAMIC HT  -        1759.300 (meters)    5771.97  (feet)  COMP
 NT0163  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 NT0163
 NT0163  VERT ORDER  -  SECOND    CLASS 0
 NT0163
 NT0163.The horizontal coordinates were scaled from a topographic map and have
 NT0163.an estimated accuracy of +/- 6 seconds.
 NT0163
 NT0163.The orthometric height was determined by differential leveling
 NT0163.and adjusted by the National Geodetic Survey in June 1991..
 NT0163
 NT0163.The geoid height was determined by GEOID03.
 NT0163
 NT0163.The dynamic height is computed by dividing the NAVD 88
 NT0163.geopotential number by the normal gravity value computed on the
 NT0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0163.degrees latitude (g = 980.6199 gals.).
 NT0163
 NT0163.The modeled gravity was interpolated from observed gravity values.
 NT0163
 NT0163;                    North         East    Units  Estimated Accuracy
 NT0163;SPC WY W     -   376,440.      721,660.      MT  (+/- 180 meters Scaled)
 NT0163
 NT0163                          SUPERSEDED SURVEY CONTROL
 NT0163
 NT0163  NGVD 29 (??/??/92) 1759.26   (m)         5771.8    (f) COMPUTED    2 0
 NT0163
 NT0163.Superseded values are not recommended for survey control.
 NT0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0163.See file dsdata.txt to determine how the superseded data were derived.
 NT0163
 NT0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN964591(NAD 83)
 NT0163_MARKER: DB = BENCH MARK DISK
 NT0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0163_STAMPING: J 67 1934
 NT0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0163+STABILITY: SURFACE MOTION
 NT0163
 NT0163  HISTORY     - Date     Condition        Report By
 NT0163  HISTORY     - 1934     MONUMENTED       CGS
 NT0163  HISTORY     - 1964     GOOD             NGS
 NT0163  HISTORY     - 1965     GOOD             NGS
 NT0163
 NT0163                          STATION DESCRIPTION
 NT0163
 NT0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NT0163'IN FREEDOM.
 NT0163'0.15 MILE NORTH ALONG IDAHO STATE HIGHWAY 34 AND WYOMING SECONDARY
 NT0163'HIGHWAY 1207 FROM THE FREEDOM POST OFFICE IN THE SOUTHEAST CORNER OF
 NT0163'THE ABANDONED SCHOOLYARD, 60 FEET EAST OF THE CENTER OF THE HIGHWAY,
 NT0163'50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE ABANDONED
 NT0163'SCHOOLHOUSE, 8 FEET NORTHWEST OF A T FENCE CORNER, 2 FEET NORTH OF AN
 NT0163'EAST-WEST FENCE LINE AND 0.5 FOOT WEST OF A METAL WITNESS POST.  THE
 NT0163'MONUMENT PROJECTS 5 INCHES.
 NT0163
 NT0163                          STATION RECOVERY (1965)
 NT0163
 NT0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NT0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0051 ***********************************************************************
 NT0051  DESIGNATION -  J 68
 NT0051  PID         -  NT0051
 NT0051  STATE/COUNTY-  WY/LINCOLN
 NT0051  USGS QUAD   -  SALT FLAT (1984)
 NT0051
 NT0051                         *CURRENT SURVEY CONTROL
 NT0051  ___________________________________________________________________
 NT0051* NAD 83(1986)-  42 26 35.     (N)    110 59 06.     (W)     SCALED    
 NT0051* NAVD 88     -      1998.903  (meters)    6558.07   (feet)  ADJUSTED  
 NT0051  ___________________________________________________________________
 NT0051  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 NT0051  DYNAMIC HT  -        1997.348 (meters)    6552.97  (feet)  COMP
 NT0051  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 NT0051
 NT0051  VERT ORDER  -  SECOND    CLASS 0
 NT0051
 NT0051.The horizontal coordinates were scaled from a topographic map and have
 NT0051.an estimated accuracy of +/- 6 seconds.
 NT0051
 NT0051.The orthometric height was determined by differential leveling
 NT0051.and adjusted by the National Geodetic Survey in June 1991..
 NT0051
 NT0051.The geoid height was determined by GEOID03.
 NT0051
 NT0051.The dynamic height is computed by dividing the NAVD 88
 NT0051.geopotential number by the normal gravity value computed on the
 NT0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0051.degrees latitude (g = 980.6199 gals.).
 NT0051
 NT0051.The modeled gravity was interpolated from observed gravity values.
 NT0051
 NT0051;                    North         East    Units  Estimated Accuracy
 NT0051;SPC WY W     -   316,180.      725,820.      MT  (+/- 180 meters Scaled)
 NT0051
 NT0051                          SUPERSEDED SURVEY CONTROL
 NT0051
 NT0051  NGVD 29 (??/??/92) 1997.569  (m)         6553.69   (f) ADJ UNCH    2 0
 NT0051
 NT0051.Superseded values are not recommended for survey control.
 NT0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0051.See file dsdata.txt to determine how the superseded data were derived.
 NT0051
 NT0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM012989(NAD 83)
 NT0051_MARKER: DB = BENCH MARK DISK
 NT0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0051_STAMPING: J 68 1934
 NT0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0051+STABILITY: SURFACE MOTION
 NT0051
 NT0051  HISTORY     - Date     Condition        Report By
 NT0051  HISTORY     - 1934     MONUMENTED       CGS
 NT0051  HISTORY     - 1967     GOOD             USGS
 NT0051
 NT0051                          STATION DESCRIPTION
 NT0051
 NT0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0051'17.0 MI S FROM SMOOT.
 NT0051'17.0 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0051'SMOOT, LINCOLN COUNTY, AT THE SOUTH END OF A TURNOUT FORMED BY A CURVE
 NT0051'IN THE OLD HIGHWAY, 30 FEET NORTHEAST OF RIGHT-OF-WAY POST 340, 6 FEET
 NT0051'WEST OF THE TOP EDGE OF THE TURNOUT, AND 42 FEET EAST OF THE CENTER
 NT0051'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 68 1934 AND SET IN
 NT0051'THE TOP OF A CONCRETE POST.
 NT0051
 NT0051                          STATION RECOVERY (1967)
 NT0051
 NT0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0241 ***********************************************************************
 MR0241  DESIGNATION -  J 69
 MR0241  PID         -  MR0241
 MR0241  STATE/COUNTY-  WY/LINCOLN
 MR0241  USGS QUAD   -  SAGE (1985)
 MR0241
 MR0241                         *CURRENT SURVEY CONTROL
 MR0241  ___________________________________________________________________
 MR0241* NAD 83(1986)-  41 48 46.     (N)    110 58 46.     (W)     SCALED    
 MR0241* NAVD 88     -      1925.217  (meters)    6316.32   (feet)  ADJUSTED  
 MR0241  ___________________________________________________________________
 MR0241  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MR0241  DYNAMIC HT  -        1923.632 (meters)    6311.12  (feet)  COMP
 MR0241  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 MR0241
 MR0241  VERT ORDER  -  SECOND    CLASS 0
 MR0241
 MR0241.The horizontal coordinates were scaled from a topographic map and have
 MR0241.an estimated accuracy of +/- 6 seconds.
 MR0241
 MR0241.The orthometric height was determined by differential leveling
 MR0241.and adjusted by the National Geodetic Survey in June 1991..
 MR0241.WARNING-Repeat measurements at this control monument indicate possible
 MR0241.vertical movement.
 MR0241
 MR0241.The geoid height was determined by GEOID03.
 MR0241
 MR0241.The dynamic height is computed by dividing the NAVD 88
 MR0241.geopotential number by the normal gravity value computed on the
 MR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0241.degrees latitude (g = 980.6199 gals.).
 MR0241
 MR0241.The modeled gravity was interpolated from observed gravity values.
 MR0241
 MR0241;                    North         East    Units  Estimated Accuracy
 MR0241;SPC WY W     -   246,170.      725,540.      MT  (+/- 180 meters Scaled)
 MR0241
 MR0241                          SUPERSEDED SURVEY CONTROL
 MR0241
 MR0241  NGVD 29 (??/??/92) 1923.913  (m)         6312.04   (f) ADJ UNCH    2 0
 MR0241
 MR0241.Superseded values are not recommended for survey control.
 MR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0241.See file dsdata.txt to determine how the superseded data were derived.
 MR0241
 MR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM017289(NAD 83)
 MR0241_MARKER: DB = BENCH MARK DISK
 MR0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0241_STAMPING: J 69 1934
 MR0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0241+STABILITY: SURFACE MOTION
 MR0241
 MR0241  HISTORY     - Date     Condition        Report By
 MR0241  HISTORY     - 1934     MONUMENTED       CGS
 MR0241  HISTORY     - 1982     GOOD             LOCENG
 MR0241
 MR0241                          STATION DESCRIPTION
 MR0241
 MR0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0241'1.1 MI W FROM SAGE.
 MR0241'1.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0241'SAGE, LINCOLN COUNTY, 0.2 MILE WEST OF MILEPOST 64, AT THE CROSSING OF
 MR0241'U.S. HIGHWAY 89, 63 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 48
 MR0241'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 4 FEET WEST OF A POLE.
 MR0241'A STANDARD DISK, STAMPED J 69 1934 AND SET IN THE TOP OF A CONCRETE
 MR0241'POST.
 MR0241
 MR0241                          STATION RECOVERY (1982)
 MR0241
 MR0241'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 MR0241'MONUMENT IS LOCATED EASTERLY, 50 FT. OF POLE 63 F AND NORTHEASTLY,
 MR0241'225 FT. OF HEADGATE OF TWIN CREEK DITCH, ONE AND ONE-HALF POLES
 MR0241'WESTERLY OF MILE POST 64125, NORTHERLY 45 FT. OF NORTH RAIL OF OREGON
 MR0241'SHORT LINE RAILROAD. CROSSING OF HIGHWAY 89 IS WESTERLY, 500 FT.
 MR0241'GREEN STEEL FENCE POST BEARS EASTERLY, 2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0206 ***********************************************************************
 MR0206  DESIGNATION -  J 70
 MR0206  PID         -  MR0206
 MR0206  STATE/COUNTY-  WY/LINCOLN
 MR0206  USGS QUAD   -  FOSSIL (1985)
 MR0206
 MR0206                         *CURRENT SURVEY CONTROL
 MR0206  ___________________________________________________________________
 MR0206* NAD 83(1986)-  41 49 05.     (N)    110 44 09.     (W)     SCALED    
 MR0206* NAVD 88     -      2021.895  (meters)    6633.50   (feet)  ADJUSTED  
 MR0206  ___________________________________________________________________
 MR0206  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 MR0206  DYNAMIC HT  -        2020.166 (meters)    6627.83  (feet)  COMP
 MR0206  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 MR0206
 MR0206  VERT ORDER  -  SECOND    CLASS 0
 MR0206
 MR0206.The horizontal coordinates were scaled from a topographic map and have
 MR0206.an estimated accuracy of +/- 6 seconds.
 MR0206
 MR0206.The orthometric height was determined by differential leveling
 MR0206.and adjusted by the National Geodetic Survey in June 1991..
 MR0206
 MR0206.The geoid height was determined by GEOID03.
 MR0206
 MR0206.The dynamic height is computed by dividing the NAVD 88
 MR0206.geopotential number by the normal gravity value computed on the
 MR0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0206.degrees latitude (g = 980.6199 gals.).
 MR0206
 MR0206.The modeled gravity was interpolated from observed gravity values.
 MR0206
 MR0206;                    North         East    Units  Estimated Accuracy
 MR0206;SPC WY W     -   246,580.      745,790.      MT  (+/- 180 meters Scaled)
 MR0206
 MR0206                          SUPERSEDED SURVEY CONTROL
 MR0206
 MR0206  NGVD 29 (??/??/92) 2020.513  (m)         6628.97   (f) ADJ UNCH    2 0
 MR0206
 MR0206.Superseded values are not recommended for survey control.
 MR0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0206.See file dsdata.txt to determine how the superseded data were derived.
 MR0206
 MR0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM219296(NAD 83)
 MR0206_MARKER: DB = BENCH MARK DISK
 MR0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0206_STAMPING: J 70 1934
 MR0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0206+STABILITY: SURFACE MOTION
 MR0206
 MR0206  HISTORY     - Date     Condition        Report By
 MR0206  HISTORY     - 1934     MONUMENTED       CGS
 MR0206  HISTORY     - 1966     GOOD             NGS
 MR0206
 MR0206                          STATION DESCRIPTION
 MR0206
 MR0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0206'11.05 MI W FROM KEMMERER.
 MR0206'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0206'KEMMERER, THENCE 5.55 MILES WEST ALONG U.S. HIGHWAY 30N, THENCE 0.3
 MR0206'MILE SOUTHWEST ACROSS COUNTRY, 0.45 MILE WEST OF AN ABANDONED RAILROAD
 MR0206'STATION AT FOSSIL, 0.2 MILE WEST OF ABANDONED STOCK PENS, 96 FEET
 MR0206'NORTH OF THE CENTER LINE OF A TRACK ROAD WHICH IS THE FORMER RAILROAD
 MR0206'GRADE, 164 FEET NORTH AND ACROSS THE ROAD FROM FORMER MILEPOLE 51, 2.0
 MR0206'FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE FORMER RAILROAD
 MR0206'GRADE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE
 MR0206'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0288 ***********************************************************************
 MQ0288  DESIGNATION -  J 71
 MQ0288  PID         -  MQ0288
 MQ0288  STATE/COUNTY-  WY/SWEETWATER
 MQ0288  USGS QUAD   -  SEVENMILE GULCH (1980)
 MQ0288
 MQ0288                         *CURRENT SURVEY CONTROL
 MQ0288  ___________________________________________________________________
 MQ0288* NAD 83(1986)-  41 42 18.     (N)    109 52 38.     (W)     SCALED    
 MQ0288* NAVD 88     -      1980.705  (meters)    6498.36   (feet)  ADJUSTED  
 MQ0288  ___________________________________________________________________
 MQ0288  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 MQ0288  DYNAMIC HT  -        1979.011 (meters)    6492.81  (feet)  COMP
 MQ0288  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 MQ0288
 MQ0288  VERT ORDER  -  SECOND    CLASS 0
 MQ0288
 MQ0288.The horizontal coordinates were scaled from a topographic map and have
 MQ0288.an estimated accuracy of +/- 6 seconds.
 MQ0288
 MQ0288.The orthometric height was determined by differential leveling
 MQ0288.and adjusted by the National Geodetic Survey in June 1991..
 MQ0288
 MQ0288.The geoid height was determined by GEOID03.
 MQ0288
 MQ0288.The dynamic height is computed by dividing the NAVD 88
 MQ0288.geopotential number by the normal gravity value computed on the
 MQ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0288.degrees latitude (g = 980.6199 gals.).
 MQ0288
 MQ0288.The modeled gravity was interpolated from observed gravity values.
 MQ0288
 MQ0288;                    North         East    Units  Estimated Accuracy
 MQ0288;SPC WYWC     -   134,430.      506,180.      MT  (+/- 180 meters Scaled)
 MQ0288
 MQ0288                          SUPERSEDED SURVEY CONTROL
 MQ0288
 MQ0288  NGVD 29 (??/??/92) 1979.398  (m)         6494.07   (f) ADJ UNCH    2 0
 MQ0288
 MQ0288.Superseded values are not recommended for survey control.
 MQ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0288.See file dsdata.txt to determine how the superseded data were derived.
 MQ0288
 MQ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM934176(NAD 83)
 MQ0288_MARKER: DB = BENCH MARK DISK
 MQ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0288_STAMPING: J 71 1934
 MQ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0288+STABILITY: SURFACE MOTION
 MQ0288
 MQ0288  HISTORY     - Date     Condition        Report By
 MQ0288  HISTORY     - 1934     MONUMENTED       CGS
 MQ0288  HISTORY     - 1962     GOOD             NGS
 MQ0288  HISTORY     - 1980     GOOD             LOCSUR
 MQ0288
 MQ0288                          STATION DESCRIPTION
 MQ0288
 MQ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0288'11.4 MI NE FROM GRANGER.
 MQ0288'ABOUT 11.4 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0288'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT
 MQ0288'5.7 MILES WEST OF THE INTERSECTION WITH THE YELLOWSTONE ROAD, ABOUT
 MQ0288'0.5 MILE SOUTHWEST OF THE NORTH END OF A SANDSTONE BUTTE, ABOUT 320
 MQ0288'FEET WEST OF A DRY SANDY STREAM BED, 21 FEET NORTH OF THE CENTER LINE
 MQ0288'OF THE ROAD, AND IN A 3-FOOT CIRCLE OF ROCK.  A STANDARD DISK, STAMPED
 MQ0288'J 71 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MQ0288
 MQ0288                          STATION RECOVERY (1962)
 MQ0288
 MQ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MQ0288'RECOVERED IN GOOD CONDITION.
 MQ0288
 MQ0288                          STATION RECOVERY (1980)
 MQ0288
 MQ0288'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 MQ0288'(MARK IS ON TEXAS GULF PROP.) PROJECTS 5" ABOVE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0241 ***********************************************************************
 MQ0241  DESIGNATION -  J 72
 MQ0241  PID         -  MQ0241
 MQ0241  STATE/COUNTY-  WY/SWEETWATER
 MQ0241  USGS QUAD   -  MC KINNON (1980)
 MQ0241
 MQ0241                         *CURRENT SURVEY CONTROL
 MQ0241  ___________________________________________________________________
 MQ0241* NAD 83(1986)-  41 01 38.     (N)    109 56 10.     (W)     SCALED    
 MQ0241* NAVD 88     -      2153.153  (meters)    7064.14   (feet)  ADJUSTED  
 MQ0241  ___________________________________________________________________
 MQ0241  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 MQ0241  DYNAMIC HT  -        2151.108 (meters)    7057.43  (feet)  COMP
 MQ0241  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 MQ0241
 MQ0241  VERT ORDER  -  SECOND    CLASS 0
 MQ0241
 MQ0241.The horizontal coordinates were scaled from a topographic map and have
 MQ0241.an estimated accuracy of +/- 6 seconds.
 MQ0241
 MQ0241.The orthometric height was determined by differential leveling
 MQ0241.and adjusted by the National Geodetic Survey in June 1991..
 MQ0241
 MQ0241.The geoid height was determined by GEOID03.
 MQ0241
 MQ0241.The dynamic height is computed by dividing the NAVD 88
 MQ0241.geopotential number by the normal gravity value computed on the
 MQ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0241.degrees latitude (g = 980.6199 gals.).
 MQ0241
 MQ0241.The modeled gravity was interpolated from observed gravity values.
 MQ0241
 MQ0241;                    North         East    Units  Estimated Accuracy
 MQ0241;SPC WYWC     -    59,220.      500,250.      MT  (+/- 180 meters Scaled)
 MQ0241
 MQ0241                          SUPERSEDED SURVEY CONTROL
 MQ0241
 MQ0241  NGVD 29 (??/??/92) 2151.773  (m)         7059.61   (f) ADJ UNCH    2 0
 MQ0241
 MQ0241.Superseded values are not recommended for survey control.
 MQ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0241.See file dsdata.txt to determine how the superseded data were derived.
 MQ0241
 MQ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL894423(NAD 83)
 MQ0241_MARKER: DB = BENCH MARK DISK
 MQ0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0241_SP_SET: STEPS
 MQ0241_STAMPING: J 72 1934
 MQ0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0241
 MQ0241  HISTORY     - Date     Condition        Report By
 MQ0241  HISTORY     - 1934     MONUMENTED       CGS
 MQ0241
 MQ0241                          STATION DESCRIPTION
 MQ0241
 MQ0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0241'IN MCKINNON.
 MQ0241'AT MCKINNON, SWEETWATER COUNTY, AT DISTRICT SCHOOL NO. 14, AT THE MAIN
 MQ0241'ENTRANCE TO THE SCHOOLHOUSE, AT THE TOP OF THE STEPS, AND IN THE TOP
 MQ0241'OF THE EAST CORNER OF THE CONCRETE.  A STANDARD DISK, STAMPED J 72
 MQ0241'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0081 ***********************************************************************
 MR0081  DESIGNATION -  J 73 RESET
 MR0081  PID         -  MR0081
 MR0081  STATE/COUNTY-  WY/UINTA
 MR0081  USGS QUAD   -  MOUNTAIN VIEW (1980)
 MR0081
 MR0081                         *CURRENT SURVEY CONTROL
 MR0081  ___________________________________________________________________
 MR0081* NAD 83(1986)-  41 19 43.     (N)    110 17 35.     (W)     SCALED    
 MR0081* NAVD 88     -      2044.08   (+/-2cm)    6706.3    (feet)  VERTCON   
 MR0081  ___________________________________________________________________
 MR0081  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 MR0081
 MR0081  VERT ORDER  -  THIRD (See Below)
 MR0081
 MR0081.The horizontal coordinates were scaled from a topographic map and have
 MR0081.an estimated accuracy of +/- 6 seconds.
 MR0081
 MR0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0081.The vertical order pertains to the NGVD 29 superseded value.
 MR0081
 MR0081.The geoid height was determined by GEOID03.
 MR0081
 MR0081;                    North         East    Units  Estimated Accuracy
 MR0081;SPC WY W     -   192,040.      782,440.      MT  (+/- 180 meters Scaled)
 MR0081
 MR0081                          SUPERSEDED SURVEY CONTROL
 MR0081
 MR0081  NGVD 29 (03/28/06) 2042.75   (m)         6701.9    (f) RESET       3  
 MR0081
 MR0081.Superseded values are not recommended for survey control.
 MR0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0081.See file dsdata.txt to determine how the superseded data were derived.
 MR0081
 MR0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL591754(NAD 83)
 MR0081_MARKER: DB = BENCH MARK DISK
 MR0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0081_SP_SET: CURB
 MR0081_STAMPING: J 73 RESET 1959
 MR0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0081
 MR0081  HISTORY     - Date     Condition        Report By
 MR0081  HISTORY     - 1959     MONUMENTED       LOCENG
 MR0081
 MR0081                          STATION DESCRIPTION
 MR0081
 MR0081'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 MR0081'IN LYMAN.
 MR0081'AT LYMAN, AT THE HIGH SCHOOL, 7 FEET SOUTH OF THE CENTERLINE OF THE
 MR0081'WALK LEADING TO THE MAIN ENTRANCE, IN THE TOP OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0309 ***********************************************************************
 MP0309  DESIGNATION -  J 74
 MP0309  PID         -  MP0309
 MP0309  STATE/COUNTY-  WY/CARBON
 MP0309  USGS QUAD   -  BRIDGER PEAK (1983)
 MP0309
 MP0309                         *CURRENT SURVEY CONTROL
 MP0309  ___________________________________________________________________
 MP0309* NAD 83(1986)-  41 08 43.     (N)    107 03 32.     (W)     SCALED    
 MP0309* NAVD 88     -      2757.637  (meters)    9047.35   (feet)  ADJUSTED  
 MP0309  ___________________________________________________________________
 MP0309  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 MP0309  DYNAMIC HT  -        2754.924 (meters)    9038.45  (feet)  COMP
 MP0309  MODELED GRAV-     979,538.3   (mgal)                       NAVD 88
 MP0309
 MP0309  VERT ORDER  -  SECOND    CLASS 0
 MP0309
 MP0309.The horizontal coordinates were scaled from a topographic map and have
 MP0309.an estimated accuracy of +/- 6 seconds.
 MP0309
 MP0309.The orthometric height was determined by differential leveling
 MP0309.and adjusted by the National Geodetic Survey in June 1991..
 MP0309
 MP0309.The geoid height was determined by GEOID03.
 MP0309
 MP0309.The dynamic height is computed by dividing the NAVD 88
 MP0309.geopotential number by the normal gravity value computed on the
 MP0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0309.degrees latitude (g = 980.6199 gals.).
 MP0309
 MP0309.The modeled gravity was interpolated from observed gravity values.
 MP0309
 MP0309;                    North         East    Units  Estimated Accuracy
 MP0309;SPC WYEC     -   171,690.      423,040.      MT  (+/- 180 meters Scaled)
 MP0309
 MP0309                          SUPERSEDED SURVEY CONTROL
 MP0309
 MP0309  NGVD 29 (??/??/92) 2756.298  (m)         9042.95   (f) ADJ UNCH    2 0
 MP0309
 MP0309.Superseded values are not recommended for survey control.
 MP0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0309.See file dsdata.txt to determine how the superseded data were derived.
 MP0309
 MP0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF272569(NAD 83)
 MP0309_MARKER: DB = BENCH MARK DISK
 MP0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0309_STAMPING: J 74 1934
 MP0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0309+STABILITY: SURFACE MOTION
 MP0309
 MP0309  HISTORY     - Date     Condition        Report By
 MP0309  HISTORY     - 1934     MONUMENTED       CGS
 MP0309
 MP0309                          STATION DESCRIPTION
 MP0309
 MP0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0309'18.5 MI W FROM ENCAMPMENT.
 MP0309'18.5 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 1.2 MILES EAST
 MP0309'OF LOST CREEK, 0.7 MILE WEST OF HASKIN CREEK, ON THE INSIDE OF A CURVE
 MP0309'AROUND A BARE ROCKY POINT, 105 FEET NORTHEAST OF A 2.5-FOOT PINE TREE
 MP0309'ON THE NORTHWEST BANK OF THE ROAD, 33 FEET NORTHWEST OF THE CENTERLINE
 MP0309'OF THE ROAD, AND ABOUT 2-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD
 MP0309'DISK, STAMPED J 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0198 ***********************************************************************
 MP0198  DESIGNATION -  J 76
 MP0198  PID         -  MP0198
 MP0198  STATE/COUNTY-  WY/CARBON
 MP0198  USGS QUAD   -  WALCOTT (1982)
 MP0198
 MP0198                         *CURRENT SURVEY CONTROL
 MP0198  ___________________________________________________________________
 MP0198* NAD 83(1986)-  41 45 38.     (N)    106 50 37.     (W)     SCALED    
 MP0198* NAVD 88     -      2018.292  (meters)    6621.68   (feet)  ADJUSTED  
 MP0198  ___________________________________________________________________
 MP0198  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 MP0198  DYNAMIC HT  -        2016.541 (meters)    6615.93  (feet)  COMP
 MP0198  MODELED GRAV-     979,683.7   (mgal)                       NAVD 88
 MP0198
 MP0198  VERT ORDER  -  FIRST     CLASS II
 MP0198
 MP0198.The horizontal coordinates were scaled from a topographic map and have
 MP0198.an estimated accuracy of +/- 6 seconds.
 MP0198
 MP0198.The orthometric height was determined by differential leveling
 MP0198.and adjusted by the National Geodetic Survey in June 1991..
 MP0198
 MP0198.The geoid height was determined by GEOID03.
 MP0198
 MP0198.The dynamic height is computed by dividing the NAVD 88
 MP0198.geopotential number by the normal gravity value computed on the
 MP0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0198.degrees latitude (g = 980.6199 gals.).
 MP0198
 MP0198.The modeled gravity was interpolated from observed gravity values.
 MP0198
 MP0198;                    North         East    Units  Estimated Accuracy
 MP0198;SPC WYEC     -   240,100.      440,720.      MT  (+/- 180 meters Scaled)
 MP0198
 MP0198                          SUPERSEDED SURVEY CONTROL
 MP0198
 MP0198  NGVD 29 (??/??/92) 2017.094  (m)         6617.75   (f) ADJ UNCH    1 2
 MP0198
 MP0198.Superseded values are not recommended for survey control.
 MP0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0198.See file dsdata.txt to determine how the superseded data were derived.
 MP0198
 MP0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG467248(NAD 83)
 MP0198_MARKER: DB = BENCH MARK DISK
 MP0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0198_STAMPING: J 76 1934
 MP0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0198+STABILITY: SURFACE MOTION
 MP0198
 MP0198  HISTORY     - Date     Condition        Report By
 MP0198  HISTORY     - 1934     MONUMENTED       CGS
 MP0198  HISTORY     - 1947     GOOD             NGS
 MP0198  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0198
 MP0198                          STATION DESCRIPTION
 MP0198
 MP0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0198'IN WALCOTT.
 MP0198'AT WALCOTT, 274.0 FEET EAST OF THE EAST CORNER OF THE UNION PACIFIC
 MP0198'RAILWAY STATION, 78.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MP0198'SOUTHEAST MAIN TRACK, 22.7 FEET SOUTHWEST OF A TELEGRAPH POLE AND IN
 MP0198'LINE WITH THE ROW OF POLES, 1.5 FEET SOUTHWEST OF A REFERENCE POST,
 MP0198'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE
 MP0198'GROUND.
 MP0198
 MP0198                          STATION RECOVERY (1983)
 MP0198
 MP0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0136 ***********************************************************************
 OX0136  DESIGNATION -  J 78
 OX0136  PID         -  OX0136
 OX0136  STATE/COUNTY-  WY/LINCOLN
 OX0136  USGS QUAD   -  CAMP DAVIS (1996)
 OX0136
 OX0136                         *CURRENT SURVEY CONTROL
 OX0136  ___________________________________________________________________
 OX0136* NAD 83(1986)-  43 19 17.     (N)    110 43 44.     (W)     SCALED    
 OX0136* NAVD 88     -      1819.801  (meters)    5970.46   (feet)  ADJUSTED  
 OX0136  ___________________________________________________________________
 OX0136  GEOID HEIGHT-         -10.10  (meters)                     GEOID03
 OX0136  DYNAMIC HT  -        1818.582 (meters)    5966.46  (feet)  COMP
 OX0136  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 OX0136
 OX0136  VERT ORDER  -  SECOND    CLASS 0
 OX0136
 OX0136.The horizontal coordinates were scaled from a topographic map and have
 OX0136.an estimated accuracy of +/- 6 seconds.
 OX0136
 OX0136.The orthometric height was determined by differential leveling
 OX0136.and adjusted by the National Geodetic Survey in June 1991..
 OX0136
 OX0136.The geoid height was determined by GEOID03.
 OX0136
 OX0136.The dynamic height is computed by dividing the NAVD 88
 OX0136.geopotential number by the normal gravity value computed on the
 OX0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0136.degrees latitude (g = 980.6199 gals.).
 OX0136
 OX0136.The modeled gravity was interpolated from observed gravity values.
 OX0136
 OX0136;                    North         East    Units  Estimated Accuracy
 OX0136;SPC WY W     -   413,560.      747,640.      MT  (+/- 180 meters Scaled)
 OX0136
 OX0136                          SUPERSEDED SURVEY CONTROL
 OX0136
 OX0136  NGVD 29 (??/??/92) 1818.54   (m)         5966.3    (f) COMPUTED    2 0
 OX0136
 OX0136.Superseded values are not recommended for survey control.
 OX0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0136.See file dsdata.txt to determine how the superseded data were derived.
 OX0136
 OX0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN219965(NAD 83)
 OX0136_MARKER: DB = BENCH MARK DISK
 OX0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0136_STAMPING: J 78 1948
 OX0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0136+STABILITY: SURFACE MOTION
 OX0136
 OX0136  HISTORY     - Date     Condition        Report By
 OX0136  HISTORY     - 1948     MONUMENTED       CGS
 OX0136
 OX0136                          STATION DESCRIPTION
 OX0136
 OX0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0136'0.3 MI NW FROM MOUTH OF HOBACK RIVER.
 OX0136'ABOUT 0.3 MILE NORTH OF THE MOUTH OF THE HOBACK RIVER, ABOUT 0.3 MILE
 OX0136'NORTH ALONG THE GRAND CANYON ROAD FROM THE LARGE STEEL BRIDGE OVER THE
 OX0136'HOBACK RIVER, AT THE Y INTERSECTION OF U.S. HIGHWAY NO. 187 AND THE
 OX0136'GRAND CANYON ROAD, 31.0 FEET EAST OF THE CENTER LINE OF THE GRAND
 OX0136'CANYON ROAD, 28.0 FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY NO.
 OX0136'187, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 OX0136'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0137 ***********************************************************************
 OX0137  DESIGNATION -  J 78 RESET
 OX0137  PID         -  OX0137
 OX0137  STATE/COUNTY-  WY/LINCOLN
 OX0137  USGS QUAD   -  CAMP DAVIS (1996)
 OX0137
 OX0137                         *CURRENT SURVEY CONTROL
 OX0137  ___________________________________________________________________
 OX0137* NAD 83(1986)-  43 19 17.     (N)    110 43 44.     (W)     SCALED    
 OX0137* NAVD 88     -      1814.50   (meters)    5953.1    (feet)  RESET     
 OX0137  ___________________________________________________________________
 OX0137  GEOID HEIGHT-         -10.10  (meters)                     GEOID03
 OX0137
 OX0137  VERT ORDER  -  THIRD
 OX0137
 OX0137.The horizontal coordinates were scaled from a topographic map and have
 OX0137.an estimated accuracy of +/- 6 seconds.
 OX0137
 OX0137.The orthometric height was computed from unverified reset data.
 OX0137.No vertical observational check was made to the station.
 OX0137
 OX0137.The geoid height was determined by GEOID03.
 OX0137
 OX0137;                    North         East    Units  Estimated Accuracy
 OX0137;SPC WY W     -   413,560.      747,640.      MT  (+/- 180 meters Scaled)
 OX0137
 OX0137                          SUPERSEDED SURVEY CONTROL
 OX0137
 OX0137  NGVD 29 (??/??/??) 1813.24   (m)         5948.9    (f) RESET       3  
 OX0137
 OX0137.Superseded values are not recommended for survey control.
 OX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0137.See file dsdata.txt to determine how the superseded data were derived.
 OX0137
 OX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN219965(NAD 83)
 OX0137_MARKER: DB = BENCH MARK DISK
 OX0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0137_STAMPING: J 78 RESET 1949
 OX0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0137+STABILITY: SURFACE MOTION
 OX0137
 OX0137  HISTORY     - Date     Condition        Report By
 OX0137  HISTORY     - 1949     MONUMENTED       BPR
 OX0137
 OX0137                          STATION DESCRIPTION
 OX0137
 OX0137'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1949
 OX0137'0.3 MI NE FROM MOUTH OF HOBACK RIVER.
 OX0137'0.3 MILE NORTHEAST OF THE MOUTH OF HOBACK RIVER, AT THE JUNCTION OF
 OX0137'U.S. HIGHWAY 89 AND U.S. HIGHWAY 187, 940 FEET SOUTHEAST OF THE
 OX0137'SOUTHEAST CORNER OF THE EAST ABUTMENT OF A BRIDGE CARRING U.S. HIGHWAY
 OX0137'89 OVER SNAKE RIVER, 248 FEET NORTH OF THE NORTH CORNER OF THE
 OX0137'NORTHWEST ABUTMENT OF A BAILEY BRIDGE OVER HOBACK RIVER, 105 FEET
 OX0137'NORTH OF THE HIGH-WATER LINE OF HOBACK RIVER, AND 60 FEET HIGHER THAN
 OX0137'THE RIVER.  SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK
 OX0137'WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE
 OX0137'BUREAU OF PUBLIC ROADS IN THE FALL OF 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0678 ***********************************************************************
 MO0678  DESIGNATION -  J 79
 MO0678  PID         -  MO0678
 MO0678  STATE/COUNTY-  WY/ALBANY
 MO0678  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0678
 MO0678                         *CURRENT SURVEY CONTROL
 MO0678  ___________________________________________________________________
 MO0678* NAD 83(1986)-  41 02 38.     (N)    105 56 30.     (W)     SCALED    
 MO0678* NAVD 88     -      2346.407  (meters)    7698.17   (feet)  ADJUSTED  
 MO0678  ___________________________________________________________________
 MO0678  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 MO0678  DYNAMIC HT  -        2344.178 (meters)    7690.86  (feet)  COMP
 MO0678  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 MO0678
 MO0678  VERT ORDER  -  SECOND    CLASS 0
 MO0678
 MO0678.The horizontal coordinates were scaled from a topographic map and have
 MO0678.an estimated accuracy of +/- 6 seconds.
 MO0678
 MO0678.The orthometric height was determined by differential leveling
 MO0678.and adjusted by the National Geodetic Survey in June 1991..
 MO0678
 MO0678.The geoid height was determined by GEOID03.
 MO0678
 MO0678.The dynamic height is computed by dividing the NAVD 88
 MO0678.geopotential number by the normal gravity value computed on the
 MO0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0678.degrees latitude (g = 980.6199 gals.).
 MO0678
 MO0678.The modeled gravity was interpolated from observed gravity values.
 MO0678
 MO0678;                    North         East    Units  Estimated Accuracy
 MO0678;SPC WY E     -    60,680.      134,840.      MT  (+/- 180 meters Scaled)
 MO0678
 MO0678                          SUPERSEDED SURVEY CONTROL
 MO0678
 MO0678  NGVD 29 (??/??/92) 2345.189  (m)         7694.17   (f) ADJ UNCH    2 0
 MO0678
 MO0678.Superseded values are not recommended for survey control.
 MO0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0678.See file dsdata.txt to determine how the superseded data were derived.
 MO0678
 MO0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF208440(NAD 83)
 MO0678_MARKER: DB = BENCH MARK DISK
 MO0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0678_STAMPING: J 79 1951
 MO0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0678+STABILITY: SURFACE MOTION
 MO0678
 MO0678  HISTORY     - Date     Condition        Report By
 MO0678  HISTORY     - 1951     MONUMENTED       CGS
 MO0678
 MO0678                          STATION DESCRIPTION
 MO0678
 MO0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0678'12.8 MI SE FROM WOODS LANDING.
 MO0678'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0678'RIVER BRIDGE AT WOODS LANDING, THENCE 4.65 MILES NORTHEAST ALONG
 MO0678'A WINDING GRAVELED ROAD, 58 FEET SOUTHEAST OF THE CENTER LINE
 MO0678'OF THE ROAD, 49 FEET SOUTHEAST OF THE SOUTH CORNER OF A SMALL
 MO0678'WOODEN BRIDGE OVER A DRY WASH, 2 FEET EAST OF A WITNESS POST,
 MO0678'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MO0678'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0293 ***********************************************************************
 PV0293  DESIGNATION -  J 8
 PV0293  PID         -  PV0293
 PV0293  STATE/COUNTY-  WY/CAMPBELL
 PV0293  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0293
 PV0293                         *CURRENT SURVEY CONTROL
 PV0293  ___________________________________________________________________
 PV0293* NAD 83(1986)-  44 23 37.     (N)    105 48 28.     (W)     SCALED    
 PV0293* NAVD 88     -      1295.887  (meters)    4251.59   (feet)  ADJUSTED  
 PV0293  ___________________________________________________________________
 PV0293  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 PV0293  DYNAMIC HT  -        1295.353 (meters)    4249.84  (feet)  COMP
 PV0293  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 PV0293
 PV0293  VERT ORDER  -  FIRST     CLASS II
 PV0293
 PV0293.The horizontal coordinates were scaled from a topographic map and have
 PV0293.an estimated accuracy of +/- 6 seconds.
 PV0293
 PV0293.The orthometric height was determined by differential leveling
 PV0293.and adjusted by the National Geodetic Survey in June 1991..
 PV0293
 PV0293.The geoid height was determined by GEOID03.
 PV0293
 PV0293.The dynamic height is computed by dividing the NAVD 88
 PV0293.geopotential number by the normal gravity value computed on the
 PV0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0293.degrees latitude (g = 980.6199 gals.).
 PV0293
 PV0293.The modeled gravity was interpolated from observed gravity values.
 PV0293
 PV0293;                    North         East    Units  Estimated Accuracy
 PV0293;SPC WY E     -   432,680.      148,920.      MT  (+/- 180 meters Scaled)
 PV0293
 PV0293                          SUPERSEDED SURVEY CONTROL
 PV0293
 PV0293  NGVD 29 (??/??/92) 1295.206  (m)         4249.35   (f) ADJ UNCH    1 2
 PV0293
 PV0293.Superseded values are not recommended for survey control.
 PV0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0293.See file dsdata.txt to determine how the superseded data were derived.
 PV0293
 PV0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK356159(NAD 83)
 PV0293_MARKER: P = PIPE CAP
 PV0293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0293_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PV0293_STAMPING: J 8 ELEV 4249.496 FT
 PV0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0293
 PV0293  HISTORY     - Date     Condition        Report By
 PV0293  HISTORY     - 1908     MONUMENTED       CGS
 PV0293  HISTORY     - 1957     GOOD             NGS
 PV0293
 PV0293                          STATION DESCRIPTION
 PV0293
 PV0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0293'18.2 MI NW FROM GILLETTE.
 PV0293'ABOUT 18.25 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON
 PV0293'AND QUINCY RAILROAD FROM THE STATION AT GILLETTE, 134 YADS
 PV0293'NORTH-NORTHEAST OF THE 21ST POLE SOUTHEAST OF MILEPOST 616,
 PV0293'155 YARDS NORTH-NORTHEAST OF THE NEAR RAIL OF THE TRACK, 14
 PV0293'YARDS SOUTHWEST OF THE CENTER LINE OF AN OLD ABANDONED ROAD,
 PV0293'ABOUT 65 YARDS EAST OF THE BREAK IN GRADE AT THE FOOT
 PV0293'OF A HILL WHICH ASCENDS TO THE NORTHWEST, A CAP ON THE TOP
 PV0293'OF A 3-INCH IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0075 ***********************************************************************
 MO0075  DESIGNATION -  J 80
 MO0075  PID         -  MO0075
 MO0075  STATE/COUNTY-  WY/LARAMIE
 MO0075  USGS QUAD   -  PINE BLUFFS SE (1991)
 MO0075
 MO0075                         *CURRENT SURVEY CONTROL
 MO0075  ___________________________________________________________________
 MO0075* NAD 83(1986)-  41 06 24.     (N)    104 03 49.     (W)     SCALED    
 MO0075* NAVD 88     -      1623.636  (meters)    5326.88   (feet)  ADJUSTED  
 MO0075  ___________________________________________________________________
 MO0075  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 MO0075  DYNAMIC HT  -        1622.353 (meters)    5322.67  (feet)  COMP
 MO0075  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 MO0075
 MO0075  VERT ORDER  -  SECOND    CLASS 0
 MO0075
 MO0075.The horizontal coordinates were scaled from a topographic map and have
 MO0075.an estimated accuracy of +/- 6 seconds.
 MO0075
 MO0075.The orthometric height was determined by differential leveling
 MO0075.and adjusted by the National Geodetic Survey in June 1991..
 MO0075
 MO0075.The geoid height was determined by GEOID03.
 MO0075
 MO0075.The dynamic height is computed by dividing the NAVD 88
 MO0075.geopotential number by the normal gravity value computed on the
 MO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0075.degrees latitude (g = 980.6199 gals.).
 MO0075
 MO0075.The modeled gravity was interpolated from observed gravity values.
 MO0075
 MO0075;                    North         East    Units  Estimated Accuracy
 MO0075;SPC WY E     -    67,950.      292,650.      MT  (+/- 180 meters Scaled)
 MO0075
 MO0075                          SUPERSEDED SURVEY CONTROL
 MO0075
 MO0075  NGVD 29 (??/??/92) 1622.827  (m)         5324.22   (f) ADJ UNCH    2 0
 MO0075
 MO0075.Superseded values are not recommended for survey control.
 MO0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0075.See file dsdata.txt to determine how the superseded data were derived.
 MO0075
 MO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF786510(NAD 83)
 MO0075_MARKER: DB = BENCH MARK DISK
 MO0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0075_STAMPING: J 80 1952
 MO0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0075+STABILITY: SURFACE MOTION
 MO0075
 MO0075  HISTORY     - Date     Condition        Report By
 MO0075  HISTORY     - 1952     MONUMENTED       CGS
 MO0075  HISTORY     - 1963     MARK NOT FOUND   USGS
 MO0075
 MO0075                          STATION DESCRIPTION
 MO0075
 MO0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0075'5.8 MI SE FROM PINE BLUFFS.
 MO0075'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 MO0075'RAILROAD STATION AT PINE BLUFFS, THENCE 5.35 MILES SOUTH ALONG A
 MO0075'GRAVELED ROAD, 23.5 FEET SOUTH OF A POWER POLE, 37 FEET EAST
 MO0075'OF THE CENTER LINE OF THE GRAVELED ROAD, 3.8 FEET SOUTH OF A
 MO0075'WITNESS POST, 1 FOOT WEST OF AN OLD FENCE LINE, SET IN THE TOP
 MO0075'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 MO0075
 MO0075                          STATION RECOVERY (1963)
 MO0075
 MO0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0116 ***********************************************************************
 MO0116  DESIGNATION -  J 81
 MO0116  PID         -  MO0116
 MO0116  STATE/COUNTY-  WY/LARAMIE
 MO0116  USGS QUAD   -  BURNS (1991)
 MO0116
 MO0116                         *CURRENT SURVEY CONTROL
 MO0116  ___________________________________________________________________
 MO0116* NAD 83(1986)-  41 11 20.     (N)    104 21 29.     (W)     SCALED    
 MO0116* NAVD 88     -      1682.464  (meters)    5519.88   (feet)  ADJUSTED  
 MO0116  ___________________________________________________________________
 MO0116  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 MO0116  DYNAMIC HT  -        1681.088 (meters)    5515.37  (feet)  COMP
 MO0116  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 MO0116
 MO0116  VERT ORDER  -  SECOND    CLASS 0
 MO0116
 MO0116.The horizontal coordinates were scaled from a topographic map and have
 MO0116.an estimated accuracy of +/- 6 seconds.
 MO0116
 MO0116.The orthometric height was determined by differential leveling
 MO0116.and adjusted by the National Geodetic Survey in June 1991..
 MO0116
 MO0116.The geoid height was determined by GEOID03.
 MO0116
 MO0116.The dynamic height is computed by dividing the NAVD 88
 MO0116.geopotential number by the normal gravity value computed on the
 MO0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0116.degrees latitude (g = 980.6199 gals.).
 MO0116
 MO0116.The modeled gravity was interpolated from observed gravity values.
 MO0116
 MO0116;                    North         East    Units  Estimated Accuracy
 MO0116;SPC WY E     -    76,810.      267,830.      MT  (+/- 180 meters Scaled)
 MO0116
 MO0116                          SUPERSEDED SURVEY CONTROL
 MO0116
 MO0116  NGVD 29 (??/??/92) 1681.561  (m)         5516.92   (f) ADJ UNCH    2 0
 MO0116
 MO0116.Superseded values are not recommended for survey control.
 MO0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0116.See file dsdata.txt to determine how the superseded data were derived.
 MO0116
 MO0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF538599(NAD 83)
 MO0116_MARKER: DB = BENCH MARK DISK
 MO0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0116_SP_SET: BUILDING
 MO0116_STAMPING: J 81 1952
 MO0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0116
 MO0116  HISTORY     - Date     Condition        Report By
 MO0116  HISTORY     - 1952     MONUMENTED       CGS
 MO0116  HISTORY     - 1963     GOOD             USGS
 MO0116
 MO0116                          STATION DESCRIPTION
 MO0116
 MO0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0116'0.2 MI S FROM BURNS.
 MO0116'0.25 MILE SOUTH ALONG STATE SECONDARY ROAD 157 FROM THE POST
 MO0116'OFFICE AT BURNS, AT THE BURNS HIGH SCHOOL, 1.4 FEET NORTH OF THE
 MO0116'NORTH SIDE OF THE EAST AND MAIN ENTRANCE, 2.9 FEET ABOVE THE
 MO0116'GROUND, SET VERTICALLY IN THE EAST WALL OF THE BUILDING.
 MO0116'NOTE-- AN ADDITION HAS BEEN ADDED TO THE SCHOOL ON THE EAST SIDE
 MO0116'WHICH ENCLOSED THE BM INSIDE THE ADDITION.
 MO0116
 MO0116                          STATION RECOVERY (1963)
 MO0116
 MO0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0073 ***********************************************************************
 PX0073  DESIGNATION -  J 83
 PX0073  PID         -  PX0073
 PX0073  STATE/COUNTY-  WY/PARK
 PX0073  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0073
 PX0073                         *CURRENT SURVEY CONTROL
 PX0073  ___________________________________________________________________
 PX0073* NAD 83(1986)-  44 09 24.     (N)    108 52 07.     (W)     SCALED    
 PX0073* NAVD 88     -      1769.668  (meters)    5805.99   (feet)  ADJUSTED  
 PX0073  ___________________________________________________________________
 PX0073  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 PX0073  DYNAMIC HT  -        1768.666 (meters)    5802.70  (feet)  COMP
 PX0073  MODELED GRAV-     979,989.5   (mgal)                       NAVD 88
 PX0073
 PX0073  VERT ORDER  -  SECOND    CLASS 0
 PX0073
 PX0073.The horizontal coordinates were scaled from a topographic map and have
 PX0073.an estimated accuracy of +/- 6 seconds.
 PX0073
 PX0073.The orthometric height was determined by differential leveling
 PX0073.and adjusted by the National Geodetic Survey in June 1991..
 PX0073
 PX0073.The geoid height was determined by GEOID03.
 PX0073
 PX0073.The dynamic height is computed by dividing the NAVD 88
 PX0073.geopotential number by the normal gravity value computed on the
 PX0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0073.degrees latitude (g = 980.6199 gals.).
 PX0073
 PX0073.The modeled gravity was interpolated from observed gravity values.
 PX0073
 PX0073;                    North         East    Units  Estimated Accuracy
 PX0073;SPC WYWC     -   406,160.      590,510.      MT  (+/- 180 meters Scaled)
 PX0073
 PX0073                          SUPERSEDED SURVEY CONTROL
 PX0073
 PX0073  NGVD 29 (??/??/92) 1768.590  (m)         5802.45   (f) ADJ UNCH    2 0
 PX0073
 PX0073.Superseded values are not recommended for survey control.
 PX0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0073.See file dsdata.txt to determine how the superseded data were derived.
 PX0073
 PX0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP704914(NAD 83)
 PX0073_MARKER: DB = BENCH MARK DISK
 PX0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0073_STAMPING: J 83 1934
 PX0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0073+STABILITY: SURFACE MOTION
 PX0073
 PX0073  HISTORY     - Date     Condition        Report By
 PX0073  HISTORY     - 1934     MONUMENTED       CGS
 PX0073  HISTORY     - 1957     POOR             USGS
 PX0073  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0073
 PX0073                          STATION DESCRIPTION
 PX0073
 PX0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0073'0.3 MI SE FROM MEETEETSE.
 PX0073'ABOUT 0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0073'AT MEETEETSE, PARK COUNTY, SOUTHEAST OF A CHURCH, AT A STREET
 PX0073'INTERSECTION, ABOUT 153 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PX0073'STREET, 50 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 6
 PX0073'FEET EAST OF A POLE.  A STANDARD DISK, STAMPED J 83 1934 AND SET IN
 PX0073'THE TOP OF A CONCRETE POST.  NOTE-- TILTED BY MACHINERY TO ABOUT 60
 PX0073'DEG. ANGLE.
 PX0073
 PX0073                          STATION RECOVERY (1957)
 PX0073
 PX0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 PX0073'MARK RECOVERED IN POOR CONDITION.
 PX0073
 PX0073                          STATION RECOVERY (1979)
 PX0073
 PX0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0172 ***********************************************************************
 PX0172  DESIGNATION -  J 84
 PX0172  PID         -  PX0172
 PX0172  STATE/COUNTY-  WY/PARK
 PX0172  USGS QUAD   -  GOFF LAKE (1987)
 PX0172
 PX0172                         *CURRENT SURVEY CONTROL
 PX0172  ___________________________________________________________________
 PX0172* NAD 83(1986)-  44 41 17.     (N)    109 12 32.     (W)     SCALED    
 PX0172* NAVD 88     -      1597.691  (meters)    5241.76   (feet)  ADJUSTED  
 PX0172  ___________________________________________________________________
 PX0172  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 PX0172  DYNAMIC HT  -        1596.885 (meters)    5239.11  (feet)  COMP
 PX0172  MODELED GRAV-     980,057.6   (mgal)                       NAVD 88
 PX0172
 PX0172  VERT ORDER  -  SECOND    CLASS 0
 PX0172
 PX0172.The horizontal coordinates were scaled from a topographic map and have
 PX0172.an estimated accuracy of +/- 6 seconds.
 PX0172
 PX0172.The orthometric height was determined by differential leveling
 PX0172.and adjusted by the National Geodetic Survey in June 1991..
 PX0172
 PX0172.The geoid height was determined by GEOID03.
 PX0172
 PX0172.The dynamic height is computed by dividing the NAVD 88
 PX0172.geopotential number by the normal gravity value computed on the
 PX0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0172.degrees latitude (g = 980.6199 gals.).
 PX0172
 PX0172.The modeled gravity was interpolated from observed gravity values.
 PX0172
 PX0172;                    North         East    Units  Estimated Accuracy
 PX0172;SPC WYWC     -   465,300.      563,630.      MT  (+/- 180 meters Scaled)
 PX0172
 PX0172                          SUPERSEDED SURVEY CONTROL
 PX0172
 PX0172  NGVD 29 (??/??/92) 1596.573  (m)         5238.09   (f) ADJ UNCH    2 0
 PX0172
 PX0172.Superseded values are not recommended for survey control.
 PX0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0172.See file dsdata.txt to determine how the superseded data were derived.
 PX0172
 PX0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ419498(NAD 83)
 PX0172_MARKER: DB = BENCH MARK DISK
 PX0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0172_STAMPING: J 84 1934
 PX0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0172+STABILITY: SURFACE MOTION
 PX0172
 PX0172  HISTORY     - Date     Condition        Report By
 PX0172  HISTORY     - 1934     MONUMENTED       CGS
 PX0172  HISTORY     - 1983     GOOD             USGS
 PX0172
 PX0172                          STATION DESCRIPTION
 PX0172
 PX0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0172'14.8 MI W FROM CODY.
 PX0172'14.8 MILES WEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE POST
 PX0172'OFFICE AT CODY, PARK COUNTY, AT THE SUMMIT OF A HILL, 33 FEET EAST OF
 PX0172'THE CENTER LINE OF THE ROAD, 21 FEET SOUTHEAST OF A POLE, AND 18 FEET
 PX0172'WEST OF THE NORTHEAST CORNER POST OF A FENCE.  A STANDARD DISK,
 PX0172'STAMPED J 84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PX0172
 PX0172                          STATION RECOVERY (1983)
 PX0172
 PX0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0172'CODY CODY, JCT. OF U.S. HWYS. 14,16,20 AND ALTERNATE U.S. HWY. 14,
 PX0172'WYO. STATE HWY. 120 AT, THENCE 0.4 MILE NORTH ALONG ALT. 14 AND STATE
 PX0172'120, THENCE 13.1 MILES NORTHWEST ALONG STATE HWY. 120, THENCE 0.2
 PX0172'MILE SOUTHWEST ALONG TRACK ROAD. ACROSS SKULL CK., THENCE NORTHWEST
 PX0172'0.9 MILE ALONG TRACK RD., ABOUT 30 YDS. SOUTHEAST OF A DRAIN, 27 FT.
 PX0172'NORTHEAST OF RD., IN CONCRETE POST PROJECTING 0.4 FT. A STANDARD DISK
 PX0172'STAMPED 'J 84 1934'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0116 ***********************************************************************
 PX0116  DESIGNATION -  J 85
 PX0116  PID         -  PX0116
 PX0116  STATE/COUNTY-  WY/PARK
 PX0116  USGS QUAD   -  Y U BENCH NW (1951)
 PX0116
 PX0116                         *CURRENT SURVEY CONTROL
 PX0116  ___________________________________________________________________
 PX0116* NAD 83(1993)-  44 28 31.09700(N)    108 41 51.84204(W)     ADJUSTED  
 PX0116* NAVD 88     -      1508.680  (meters)    4949.73   (feet)  ADJUSTED  
 PX0116  ___________________________________________________________________
 PX0116  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 PX0116  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 PX0116  DYNAMIC HT  -        1507.902 (meters)    4947.18  (feet)  COMP
 PX0116  MODELED GRAV-     980,050.0   (mgal)                       NAVD 88
 PX0116
 PX0116  HORZ ORDER  -  THIRD
 PX0116  VERT ORDER  -  SECOND    CLASS 0
 PX0116
 PX0116.The horizontal coordinates were established by classical geodetic methods
 PX0116.and adjusted by the National Geodetic Survey in January 1997..
 PX0116
 PX0116.The orthometric height was determined by differential leveling
 PX0116.and adjusted by the National Geodetic Survey in June 1991..
 PX0116
 PX0116.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0116
 PX0116.The geoid height was determined by GEOID03.
 PX0116
 PX0116.The dynamic height is computed by dividing the NAVD 88
 PX0116.geopotential number by the normal gravity value computed on the
 PX0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0116.degrees latitude (g = 980.6199 gals.).
 PX0116
 PX0116.The modeled gravity was interpolated from observed gravity values.
 PX0116
 PX0116;                    North         East     Units Scale Factor Converg.
 PX0116;SPC WYWC     -   441,561.727   604,158.194   MT  0.99993771   +0 02 11.8
 PX0116;SPC WYEC     -   542,465.984   291,450.608   MT  1.00008235   -0 57 21.6
 PX0116;UTM  12      - 4,927,244.129   683,103.191   MT  1.00001232   +1 36 48.3
 PX0116
 PX0116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0116!SPC WYWC     -   0.99976555  x   0.99993771  =   0.99970327
 PX0116!SPC WYEC     -   0.99976555  x   1.00008235  =   0.99984788
 PX0116!UTM  12      -   0.99976555  x   1.00001232  =   0.99977786
 PX0116
 PX0116:                Primary Azimuth Mark                     Grid Az
 PX0116:SPC WYWC     -  TANK                                     021 29 25.1
 PX0116:SPC WYEC     -  TANK                                     022 28 58.5
 PX0116:UTM  12      -  TANK                                     019 54 48.6
 PX0116
 PX0116|---------------------------------------------------------------------|
 PX0116| PID    Reference Object                     Distance      Geod. Az  |
 PX0116|                                                           dddmmss.s |
 PX0116| PX0394 TANK                                APPROX. 4.9 KM 0213136.9 |
 PX0116|---------------------------------------------------------------------|
 PX0116
 PX0116                          SUPERSEDED SURVEY CONTROL
 PX0116
 PX0116  NAD 83(1986)-  44 28 31.08691(N)    108 41 51.83475(W) AD(       ) 3
 PX0116  NAD 27      -  44 28 31.24613(N)    108 41 49.37510(W) AD(       ) 3
 PX0116  NGVD 29 (??/??/92) 1507.621  (m)         4946.25   (f) ADJ UNCH    2 0
 PX0116
 PX0116.Superseded values are not recommended for survey control.
 PX0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0116.See file dsdata.txt to determine how the superseded data were derived.
 PX0116
 PX0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8310327244(NAD 83)
 PX0116_MARKER: DB = BENCH MARK DISK
 PX0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0116_STAMPING: J 85 1934
 PX0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0116+STABILITY: SURFACE MOTION
 PX0116
 PX0116  HISTORY     - Date     Condition        Report By
 PX0116  HISTORY     - 1934     MONUMENTED       CGS
 PX0116  HISTORY     - 1934     GOOD             CGS
 PX0116
 PX0116                          STATION DESCRIPTION
 PX0116
 PX0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0116'STATION LOCATED 19 MI. E. ALONG U.S. HIGHWAY 20 FROM POST OFFICE AT
 PX0116'CODY, ABOUT 15 MI. E. OF JUNCTION OF STATE HIGHWAY 420, 49.3 FT. S. OF
 PX0116'NEAR EDGE OF OLD RD., 72 FT. N. OF CENTER OF HIGHWAY, AND ABOUT LEVEL
 PX0116'WITH HIGHWAY.
 PX0116'
 PX0116'TO REACH STATION FROM CODY POST OFFICE, FOLLOW U.S. HIGHWAY 20 TOWARD
 PX0116'GREYBULL FOR ABOUT 19 MI., 49.3 FT. S. OF NEAR EDGE OF OLD RD., 72.0
 PX0116'FT. N. OF CENTER OF HIGHWAY, AND ABOUT LEVEL WITH HIGHWAY.
 PX0116'
 PX0116'STATION MARK - STANDARD NGS DISK STAMPED ---J 85 1934--- IN TOP OF
 PX0116'CONCRETE POST.
 PX0116'
 PX0116'REFERENCE MARKS - NONE.
 PX0116
 PX0116                          STATION RECOVERY (1934)
 PX0116
 PX0116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PX0116'19.2 MI E FROM CODY.
 PX0116'ABOUT 19.2 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PX0116'CODY, PARK COUNTY, ABOUT 15.8 MILES EAST OF THE JUNCTION OF STATE
 PX0116'HIGHWAY 420, 49.3 FEET SOUTH OF THE NEAR EDGE OF THE OLD ROAD, 72.0
 PX0116'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 PX0116'HIGHWAY.  A STANDARD DISK, STAMPED J 85 1934 AND SET IN THE TOP OF A
 PX0116'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0320 ***********************************************************************
 PV0320  DESIGNATION -  J 86
 PV0320  PID         -  PV0320
 PV0320  STATE/COUNTY-  WY/CAMPBELL
 PV0320  USGS QUAD   -  BLACK DRAW (1971)
 PV0320
 PV0320                         *CURRENT SURVEY CONTROL
 PV0320  ___________________________________________________________________
 PV0320* NAD 83(1986)-  44 56 10.     (N)    105 56 46.     (W)     SCALED    
 PV0320* NAVD 88     -      1052.569  (meters)    3453.30   (feet)  ADJUSTED  
 PV0320  ___________________________________________________________________
 PV0320  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 PV0320  DYNAMIC HT  -        1052.251 (meters)    3452.26  (feet)  COMP
 PV0320  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 PV0320
 PV0320  VERT ORDER  -  SECOND    CLASS 0
 PV0320
 PV0320.The horizontal coordinates were scaled from a topographic map and have
 PV0320.an estimated accuracy of +/- 6 seconds.
 PV0320
 PV0320.The orthometric height was determined by differential leveling
 PV0320.and adjusted by the National Geodetic Survey in June 1991..
 PV0320
 PV0320.The geoid height was determined by GEOID03.
 PV0320
 PV0320.The dynamic height is computed by dividing the NAVD 88
 PV0320.geopotential number by the normal gravity value computed on the
 PV0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0320.degrees latitude (g = 980.6199 gals.).
 PV0320
 PV0320.The modeled gravity was interpolated from observed gravity values.
 PV0320
 PV0320;                    North         East    Units  Estimated Accuracy
 PV0320;SPC WY E     -   493,060.      138,480.      MT  (+/- 180 meters Scaled)
 PV0320
 PV0320                          SUPERSEDED SURVEY CONTROL
 PV0320
 PV0320  NGVD 29 (??/??/92) 1051.928  (m)         3451.20   (f) ADJ UNCH    2 0
 PV0320
 PV0320.Superseded values are not recommended for survey control.
 PV0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0320.See file dsdata.txt to determine how the superseded data were derived.
 PV0320
 PV0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK253762(NAD 83)
 PV0320_MARKER: DB = BENCH MARK DISK
 PV0320_SETTING: 66 = SET IN ROCK OUTCROP
 PV0320_SP_SET: FLAT ROCK
 PV0320_STAMPING: J 86 1934
 PV0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0320+STABILITY: POSITION/ELEVATION WELL
 PV0320
 PV0320  HISTORY     - Date     Condition        Report By
 PV0320  HISTORY     - 1934     MONUMENTED       CGS
 PV0320  HISTORY     - 1972     MARK NOT FOUND   USGS
 PV0320
 PV0320                          STATION DESCRIPTION
 PV0320
 PV0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0320'12.2 MI S FROM MOOREHEAD.
 PV0320'IN CAMPBELL COUNTY, WYOMING, 12.2 MILES SOUTH ALONG THE ROAD
 PV0320'LEADING TO ARVADA FROM THE POST OFFICE AT MOOHEAD, POWDER RIVER
 PV0320'COUNTY, MONTANA, AT THE FOOT OF A LARGE HILL, 135.6 FEET
 PV0320'SOUTHEAST OF POWDER RIVER, 66.5 FEET SOUTH OF THE SOUTH CORNER
 PV0320'OF A STEEL CULVERT, 32.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PV0320'ROAD, 96.8 FEET SOUTHEAST OF A LARGE 4-FOOT COTTONWOOD TREE,
 PV0320'IN THE TOP OF A LARGE FLAT ROCK, AND 1-1/2 FEET HIGHER THAN THE
 PV0320'ROAD.  A STANDARD DISK, STAMPED J 86 1934.
 PV0320
 PV0320                          STATION RECOVERY (1972)
 PV0320
 PV0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PV0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0188 ***********************************************************************
 NQ0188  DESIGNATION -  J 87
 NQ0188  PID         -  NQ0188
 NQ0188  STATE/COUNTY-  WY/PLATTE
 NQ0188  USGS QUAD   -  WHEATLAND (1990)
 NQ0188
 NQ0188                         *CURRENT SURVEY CONTROL
 NQ0188  ___________________________________________________________________
 NQ0188* NAD 83(1986)-  42 02 22.     (N)    104 58 57.     (W)     SCALED    
 NQ0188* NAVD 88     -      1477.823  (meters)    4848.49   (feet)  ADJUSTED  
 NQ0188  ___________________________________________________________________
 NQ0188  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NQ0188  DYNAMIC HT  -        1476.849 (meters)    4845.30  (feet)  COMP
 NQ0188  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 NQ0188
 NQ0188  VERT ORDER  -  SECOND    CLASS 0
 NQ0188
 NQ0188.The horizontal coordinates were scaled from a topographic map and have
 NQ0188.an estimated accuracy of +/- 6 seconds.
 NQ0188
 NQ0188.The orthometric height was determined by differential leveling
 NQ0188.and adjusted by the National Geodetic Survey in June 1991..
 NQ0188
 NQ0188.The geoid height was determined by GEOID03.
 NQ0188
 NQ0188.The dynamic height is computed by dividing the NAVD 88
 NQ0188.geopotential number by the normal gravity value computed on the
 NQ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0188.degrees latitude (g = 980.6199 gals.).
 NQ0188
 NQ0188.The modeled gravity was interpolated from observed gravity values.
 NQ0188
 NQ0188;                    North         East    Units  Estimated Accuracy
 NQ0188;SPC WY E     -   170,980.      215,250.      MT  (+/- 180 meters Scaled)
 NQ0188
 NQ0188                          SUPERSEDED SURVEY CONTROL
 NQ0188
 NQ0188  NGVD 29 (??/??/92) 1477.01   (m)         4845.8    (f) COMPUTED    2 0
 NQ0188
 NQ0188.Superseded values are not recommended for survey control.
 NQ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0188.See file dsdata.txt to determine how the superseded data were derived.
 NQ0188
 NQ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG014541(NAD 83)
 NQ0188_MARKER: DB = BENCH MARK DISK
 NQ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0188_STAMPING: J 87 1934
 NQ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0188+STABILITY: SURFACE MOTION
 NQ0188
 NQ0188  HISTORY     - Date     Condition        Report By
 NQ0188  HISTORY     - 1934     MONUMENTED       CGS
 NQ0188  HISTORY     - 1966     MARK NOT FOUND   NGS
 NQ0188
 NQ0188                          STATION DESCRIPTION
 NQ0188
 NQ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0188'2.4 MI S FROM WHEATLAND.
 NQ0188'2.4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE
 NQ0188'AT WHEATLAND, PLATTE COUNTY, 0.4 MILE NORTH OF A WHITE RANCH
 NQ0188'HOUSE, 38.9 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4.6 FEET
 NQ0188'NORTHEAST OF A TELEPHONE POLE, 1 FOOT EAST OF A FENCE, AND 1-1/2
 NQ0188'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 87 1934
 NQ0188'AND SET IN THE TOP OF A CONCRETE POST.
 NQ0188
 NQ0188                          STATION RECOVERY (1966)
 NQ0188
 NQ0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NQ0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0166 ***********************************************************************
 MO0166  DESIGNATION -  J 89
 MO0166  PID         -  MO0166
 MO0166  STATE/COUNTY-  WY/LARAMIE
 MO0166  USGS QUAD   -  MIDWAY (1991)
 MO0166
 MO0166                         *CURRENT SURVEY CONTROL
 MO0166  ___________________________________________________________________
 MO0166* NAD 83(1986)-  41 23 35.     (N)    104 29 22.     (W)     SCALED    
 MO0166* NAVD 88     -      1749.154  (meters)    5738.68   (feet)  ADJUSTED  
 MO0166  ___________________________________________________________________
 MO0166  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 MO0166  DYNAMIC HT  -        1747.765 (meters)    5734.13  (feet)  COMP
 MO0166  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 MO0166
 MO0166  VERT ORDER  -  SECOND    CLASS 0
 MO0166
 MO0166.The horizontal coordinates were scaled from a topographic map and have
 MO0166.an estimated accuracy of +/- 6 seconds.
 MO0166
 MO0166.The orthometric height was determined by differential leveling
 MO0166.and adjusted by the National Geodetic Survey in June 1991..
 MO0166
 MO0166.The geoid height was determined by GEOID03.
 MO0166
 MO0166.The dynamic height is computed by dividing the NAVD 88
 MO0166.geopotential number by the normal gravity value computed on the
 MO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0166.degrees latitude (g = 980.6199 gals.).
 MO0166
 MO0166.The modeled gravity was interpolated from observed gravity values.
 MO0166
 MO0166;                    North         East    Units  Estimated Accuracy
 MO0166;SPC WY E     -    99,390.      256,640.      MT  (+/- 180 meters Scaled)
 MO0166
 MO0166                          SUPERSEDED SURVEY CONTROL
 MO0166
 MO0166  NGVD 29 (??/??/92) 1748.255  (m)         5735.73   (f) ADJ UNCH    2 0
 MO0166
 MO0166.Superseded values are not recommended for survey control.
 MO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0166.See file dsdata.txt to determine how the superseded data were derived.
 MO0166
 MO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF426825(NAD 83)
 MO0166_MARKER: DB = BENCH MARK DISK
 MO0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0166_STAMPING: J 89 1934
 MO0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0166+STABILITY: SURFACE MOTION
 MO0166
 MO0166  HISTORY     - Date     Condition        Report By
 MO0166  HISTORY     - 1934     MONUMENTED       CGS
 MO0166  HISTORY     - 1959     MARK NOT FOUND   NGS
 MO0166
 MO0166                          STATION DESCRIPTION
 MO0166
 MO0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0166'27.3 MI NE FROM CHEYENNE.
 MO0166'27.3 MILES NORTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 MO0166'AT CHEYENNE, 1.6 MILES SOUTHWEST OF A SCHOOLHOUSE, OPPOSITE A
 MO0166'PERMANENT SNOW FENCE, 64.3 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MO0166'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 MO0166'STAMPED J 89 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0202 ***********************************************************************
 MO0202  DESIGNATION -  J 90
 MO0202  PID         -  MO0202
 MO0202  STATE/COUNTY-  WY/LARAMIE
 MO0202  USGS QUAD   -  ARCHER (1978)
 MO0202
 MO0202                         *CURRENT SURVEY CONTROL
 MO0202  ___________________________________________________________________
 MO0202* NAD 83(1986)-  41 10 26.     (N)    104 38 19.     (W)     SCALED    
 MO0202* NAVD 88     -      1816.546  (meters)    5959.78   (feet)  ADJUSTED  
 MO0202  ___________________________________________________________________
 MO0202  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 MO0202  DYNAMIC HT  -        1814.995 (meters)    5954.70  (feet)  COMP
 MO0202  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 MO0202
 MO0202  VERT ORDER  -  SECOND    CLASS 0
 MO0202
 MO0202.The horizontal coordinates were scaled from a topographic map and have
 MO0202.an estimated accuracy of +/- 6 seconds.
 MO0202
 MO0202.The orthometric height was determined by differential leveling
 MO0202.and adjusted by the National Geodetic Survey in June 1991..
 MO0202
 MO0202.The geoid height was determined by GEOID03.
 MO0202
 MO0202.The dynamic height is computed by dividing the NAVD 88
 MO0202.geopotential number by the normal gravity value computed on the
 MO0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0202.degrees latitude (g = 980.6199 gals.).
 MO0202
 MO0202.The modeled gravity was interpolated from observed gravity values.
 MO0202
 MO0202;                    North         East    Units  Estimated Accuracy
 MO0202;SPC WY E     -    74,970.      244,310.      MT  (+/- 180 meters Scaled)
 MO0202
 MO0202                          SUPERSEDED SURVEY CONTROL
 MO0202
 MO0202  NGVD 29 (??/??/92) 1815.561  (m)         5956.55   (f) ADJ UNCH    2 0
 MO0202
 MO0202.Superseded values are not recommended for survey control.
 MO0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0202.See file dsdata.txt to determine how the superseded data were derived.
 MO0202
 MO0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF303581(NAD 83)
 MO0202_MARKER: DB = BENCH MARK DISK
 MO0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0202_STAMPING: J 90 1934
 MO0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0202+STABILITY: SURFACE MOTION
 MO0202
 MO0202  HISTORY     - Date     Condition        Report By
 MO0202  HISTORY     - 1934     MONUMENTED       CGS
 MO0202  HISTORY     - 1938     GOOD             NGS
 MO0202
 MO0202                          STATION DESCRIPTION
 MO0202
 MO0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MO0202'1.9 MI E FROM ARCHER.
 MO0202'1.9 MILES E ALONG THE UNION PACIFIC RR FROM THE STATION AT
 MO0202'ARCHER, LARAMIE COUNTY, 0.3 MILE SW OF MILEPOST 499, 84.7 FEET
 MO0202'N OF THE CENTER OF THE ROAD CROSSING, 56.6 FEET W OF THE
 MO0202'CENTERLINE OF THE TRACK, AND 3 FEET HIGHER THAN THE TRACK.  A
 MO0202'STANDARD DISK, STAMPED J 90 1934 AND SET IN THE TOP OF A CONCRETE
 MO0202'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0213 ***********************************************************************
 MO0213  DESIGNATION -  J 91
 MO0213  PID         -  MO0213
 MO0213  STATE/COUNTY-  WY/LARAMIE
 MO0213  USGS QUAD   -  CAMPSTOOL (1978)
 MO0213
 MO0213                         *CURRENT SURVEY CONTROL
 MO0213  ___________________________________________________________________
 MO0213* NAD 83(1986)-  41 07 13.     (N)    104 35 41.     (W)     SCALED    
 MO0213* NAVD 88     -      1756.813  (meters)    5763.81   (feet)  ADJUSTED  
 MO0213  ___________________________________________________________________
 MO0213  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 MO0213  DYNAMIC HT  -        1755.319 (meters)    5758.91  (feet)  COMP
 MO0213  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 MO0213
 MO0213  VERT ORDER  -  SECOND    CLASS 0
 MO0213
 MO0213.The horizontal coordinates were scaled from a topographic map and have
 MO0213.an estimated accuracy of +/- 6 seconds.
 MO0213
 MO0213.The orthometric height was determined by differential leveling
 MO0213.and adjusted by the National Geodetic Survey in June 1991..
 MO0213
 MO0213.The geoid height was determined by GEOID03.
 MO0213
 MO0213.The dynamic height is computed by dividing the NAVD 88
 MO0213.geopotential number by the normal gravity value computed on the
 MO0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0213.degrees latitude (g = 980.6199 gals.).
 MO0213
 MO0213.The modeled gravity was interpolated from observed gravity values.
 MO0213
 MO0213;                    North         East    Units  Estimated Accuracy
 MO0213;SPC WY E     -    69,040.      248,030.      MT  (+/- 180 meters Scaled)
 MO0213
 MO0213                          SUPERSEDED SURVEY CONTROL
 MO0213
 MO0213  NGVD 29 (??/??/92) 1755.848  (m)         5760.64   (f) ADJ UNCH    2 0
 MO0213
 MO0213.Superseded values are not recommended for survey control.
 MO0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0213.See file dsdata.txt to determine how the superseded data were derived.
 MO0213
 MO0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF340521(NAD 83)
 MO0213_MARKER: DB = BENCH MARK DISK
 MO0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0213_STAMPING: J 91 1934
 MO0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0213+STABILITY: SURFACE MOTION
 MO0213
 MO0213  HISTORY     - Date     Condition        Report By
 MO0213  HISTORY     - 1934     MONUMENTED       CGS
 MO0213  HISTORY     - 1970     MARK NOT FOUND   LOCENG
 MO0213
 MO0213                          STATION DESCRIPTION
 MO0213
 MO0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0213'2 MI W FROM CAMP STOOL.
 MO0213'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MO0213'FROM THE STATION AT CAMP STOOL, LARAMIE COUNTY, 28.2 FEET
 MO0213'SOUTHWEST OF MILEPOST 324, AND 63.7 FEET SOUTH OF THE SOUTH
 MO0213'RAIL.  A STANDARD DISK, STAMPED J 91 1934 AND SET IN THE TOP
 MO0213'OF A CONCRETE POST.  NOTE-- CB AND Q RR RECENTLY HAS BEEN TORN UP.
 MO0213
 MO0213                          STATION RECOVERY (1970)
 MO0213
 MO0213'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 MO0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0308 ***********************************************************************
 MO0308  DESIGNATION -  J 92
 MO0308  PID         -  MO0308
 MO0308  STATE/COUNTY-  WY/LARAMIE
 MO0308  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0308
 MO0308                         *CURRENT SURVEY CONTROL
 MO0308  ___________________________________________________________________
 MO0308* NAD 83(1986)-  41 38 38.     (N)    104 50 45.     (W)     SCALED    
 MO0308* NAVD 88     -      1760.928  (meters)    5777.31   (feet)  ADJUSTED  
 MO0308  ___________________________________________________________________
 MO0308  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 MO0308  DYNAMIC HT  -        1759.552 (meters)    5772.80  (feet)  COMP
 MO0308  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 MO0308
 MO0308  VERT ORDER  -  SECOND    CLASS 0
 MO0308
 MO0308.The horizontal coordinates were scaled from a topographic map and have
 MO0308.an estimated accuracy of +/- 6 seconds.
 MO0308
 MO0308.The orthometric height was determined by differential leveling
 MO0308.and adjusted by the National Geodetic Survey in June 1991..
 MO0308
 MO0308.The geoid height was determined by GEOID03.
 MO0308
 MO0308.The dynamic height is computed by dividing the NAVD 88
 MO0308.geopotential number by the normal gravity value computed on the
 MO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0308.degrees latitude (g = 980.6199 gals.).
 MO0308
 MO0308.The modeled gravity was interpolated from observed gravity values.
 MO0308
 MO0308;                    North         East    Units  Estimated Accuracy
 MO0308;SPC WY E     -   127,080.      226,730.      MT  (+/- 180 meters Scaled)
 MO0308
 MO0308                          SUPERSEDED SURVEY CONTROL
 MO0308
 MO0308  NGVD 29 (??/??/92) 1760.013  (m)         5774.31   (f) ADJ UNCH    2 0
 MO0308
 MO0308.Superseded values are not recommended for survey control.
 MO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0308.See file dsdata.txt to determine how the superseded data were derived.
 MO0308
 MO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG128102(NAD 83)
 MO0308_MARKER: DB = BENCH MARK DISK
 MO0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0308_STAMPING: J 92 1934
 MO0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0308+STABILITY: SURFACE MOTION
 MO0308
 MO0308  HISTORY     - Date     Condition        Report By
 MO0308  HISTORY     - 1934     MONUMENTED       CGS
 MO0308  HISTORY     - 1941     GOOD             NGS
 MO0308  HISTORY     - 1960     GOOD             LOCENG
 MO0308
 MO0308                          STATION DESCRIPTION
 MO0308
 MO0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0308'8.3 MI S FROM CHUGWATER.
 MO0308'IN LARAMIE COUNTY, 8.3 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM
 MO0308'CHUGWATER, PLATTE COUNTY, 1,000 FEET NORTH OF TWO WINDMILLS,
 MO0308'49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 5 POLES NORTH OF
 MO0308'A WINDMILL, ON THE SOUTH SIDE OF A SMALL HILL, AND 2 FEET WEST
 MO0308'OF A FENCE.  A STANDARD DISK, STAMPED J 92 1934 AND SET IN THE
 MO0308'TOP OF A CONCRETE POST.
 MO0308
 MO0308                          STATION RECOVERY (1960)
 MO0308
 MO0308'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 MO0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0053 ***********************************************************************
 MO0053  DESIGNATION -  J 96
 MO0053  PID         -  MO0053
 MO0053  STATE/COUNTY-  WY/LARAMIE
 MO0053  USGS QUAD   -  LINDBERGH (1991)
 MO0053
 MO0053                         *CURRENT SURVEY CONTROL
 MO0053  ___________________________________________________________________
 MO0053* NAD 83(1986)-  41 17 15.     (N)    104 06 44.     (W)     SCALED    
 MO0053* NAVD 88     -      1606.418  (meters)    5270.39   (feet)  ADJUSTED  
 MO0053  ___________________________________________________________________
 MO0053  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 MO0053  DYNAMIC HT  -        1605.164 (meters)    5266.28  (feet)  COMP
 MO0053  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 MO0053
 MO0053  VERT ORDER  -  SECOND    CLASS 0
 MO0053
 MO0053.The horizontal coordinates were scaled from a topographic map and have
 MO0053.an estimated accuracy of +/- 6 seconds.
 MO0053
 MO0053.The orthometric height was determined by differential leveling
 MO0053.and adjusted by the National Geodetic Survey in June 1991..
 MO0053
 MO0053.The geoid height was determined by GEOID03.
 MO0053
 MO0053.The dynamic height is computed by dividing the NAVD 88
 MO0053.geopotential number by the normal gravity value computed on the
 MO0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0053.degrees latitude (g = 980.6199 gals.).
 MO0053
 MO0053.The modeled gravity was interpolated from observed gravity values.
 MO0053
 MO0053;                    North         East    Units  Estimated Accuracy
 MO0053;SPC WY E     -    87,980.      288,320.      MT  (+/- 180 meters Scaled)
 MO0053
 MO0053                          SUPERSEDED SURVEY CONTROL
 MO0053
 MO0053  NGVD 29 (??/??/92) 1605.565  (m)         5267.59   (f) ADJ UNCH    2 0
 MO0053
 MO0053.Superseded values are not recommended for survey control.
 MO0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0053.See file dsdata.txt to determine how the superseded data were derived.
 MO0053
 MO0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF743710(NAD 83)
 MO0053_MARKER: DB = BENCH MARK DISK
 MO0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0053_STAMPING: J 96 1934
 MO0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0053+STABILITY: SURFACE MOTION
 MO0053
 MO0053  HISTORY     - Date     Condition        Report By
 MO0053  HISTORY     - 1934     MONUMENTED       CGS
 MO0053
 MO0053                          STATION DESCRIPTION
 MO0053
 MO0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0053'1.9 MI S FROM LINDBERGH.
 MO0053'1.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0053'STATION AT LINDBERGH, 62.4 FEET EAST OF THE EAST RAIL, 41.5 FEET
 MO0053'SOUTH OF THE CENTERLINE OF A ROAD, 11 FEET WEST OF THE RIGHT-OF-WAY
 MO0053'FENCE, AND 2.6 FEET SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD
 MO0053'DISK, STAMPED J 96 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0331 ***********************************************************************
 MO0331  DESIGNATION -  J 99
 MO0331  PID         -  MO0331
 MO0331  STATE/COUNTY-  WY/GOSHEN
 MO0331  USGS QUAD   -  Y B O CANYON (1990)
 MO0331
 MO0331                         *CURRENT SURVEY CONTROL
 MO0331  ___________________________________________________________________
 MO0331* NAD 83(1986)-  41 48 40.     (N)    104 36 52.     (W)     SCALED    
 MO0331* NAVD 88     -      1606.672  (meters)    5271.22   (feet)  ADJUSTED  
 MO0331  ___________________________________________________________________
 MO0331  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 MO0331  DYNAMIC HT  -        1605.507 (meters)    5267.40  (feet)  COMP
 MO0331  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 MO0331
 MO0331  VERT ORDER  -  SECOND    CLASS 0
 MO0331
 MO0331.The horizontal coordinates were scaled from a topographic map and have
 MO0331.an estimated accuracy of +/- 6 seconds.
 MO0331
 MO0331.The orthometric height was determined by differential leveling
 MO0331.and adjusted by the National Geodetic Survey in June 1991..
 MO0331
 MO0331.The geoid height was determined by GEOID03.
 MO0331
 MO0331.The dynamic height is computed by dividing the NAVD 88
 MO0331.geopotential number by the normal gravity value computed on the
 MO0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0331.degrees latitude (g = 980.6199 gals.).
 MO0331
 MO0331.The modeled gravity was interpolated from observed gravity values.
 MO0331
 MO0331;                    North         East    Units  Estimated Accuracy
 MO0331;SPC WY E     -   145,750.      245,880.      MT  (+/- 180 meters Scaled)
 MO0331
 MO0331                          SUPERSEDED SURVEY CONTROL
 MO0331
 MO0331  NGVD 29 (??/??/92) 1605.836  (m)         5268.48   (f) ADJ UNCH    2 0
 MO0331
 MO0331.Superseded values are not recommended for survey control.
 MO0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0331.See file dsdata.txt to determine how the superseded data were derived.
 MO0331
 MO0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG320288(NAD 83)
 MO0331_MARKER: DB = BENCH MARK DISK
 MO0331_SETTING: 66 = SET IN ROCK OUTCROP
 MO0331_SP_SET: FLAT ROCK
 MO0331_STAMPING: J 99 1934
 MO0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0331+STABILITY: POSITION/ELEVATION WELL
 MO0331
 MO0331  HISTORY     - Date     Condition        Report By
 MO0331  HISTORY     - 1934     MONUMENTED       CGS
 MO0331
 MO0331                          STATION DESCRIPTION
 MO0331
 MO0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0331'11 MI E FROM CHUGWATER.
 MO0331'IN GOSHEN COUNTY, 11 MILES EAST AND 3.8 MILES NORTH ALONG THE
 MO0331'COUNTY ROAD LEADING TO HAWK SPRINGS FROM THE COLORADO AND
 MO0331'SOUTHERN RAILWAY STATION AT CHUGWATER, PLATTE COUNTY, 0.1 MILE
 MO0331'SOUTH OF THE NORTHWEST CORNER OF SEC. 12, T. 21 N., R 65 W., ON
 MO0331'THE CREST OF A SMALL HILL, 24 FEET EAST OF THE CENTER LINE OF
 MO0331'THE ROAD, 9 FEET WEST OF A FENCE, AND IN THE TOP OF A FLAT ROCK.
 MO0331'A STANDARD DISK, STAMPED J 99 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0234 ***********************************************************************
 NQ0234  DESIGNATION -  J F 33
 NQ0234  PID         -  NQ0234
 NQ0234  STATE/COUNTY-  WY/CONVERSE
 NQ0234  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0234
 NQ0234                         *CURRENT SURVEY CONTROL
 NQ0234  ___________________________________________________________________
 NQ0234* NAD 83(1986)-  42 45 18.     (N)    104 58 46.     (W)     SCALED    
 NQ0234* NAVD 88     -      1531.671  (meters)    5025.16   (feet)  ADJUSTED  
 NQ0234  ___________________________________________________________________
 NQ0234  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0234  DYNAMIC HT  -        1530.760 (meters)    5022.17  (feet)  COMP
 NQ0234  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 NQ0234
 NQ0234  VERT ORDER  -  FIRST     CLASS II
 NQ0234
 NQ0234.The horizontal coordinates were scaled from a topographic map and have
 NQ0234.an estimated accuracy of +/- 6 seconds.
 NQ0234
 NQ0234.The orthometric height was determined by differential leveling
 NQ0234.and adjusted by the National Geodetic Survey in June 1991..
 NQ0234
 NQ0234.The geoid height was determined by GEOID03.
 NQ0234
 NQ0234.The dynamic height is computed by dividing the NAVD 88
 NQ0234.geopotential number by the normal gravity value computed on the
 NQ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0234.degrees latitude (g = 980.6199 gals.).
 NQ0234
 NQ0234.The modeled gravity was interpolated from observed gravity values.
 NQ0234
 NQ0234;                    North         East    Units  Estimated Accuracy
 NQ0234;SPC WY E     -   250,460.      215,330.      MT  (+/- 180 meters Scaled)
 NQ0234
 NQ0234                          SUPERSEDED SURVEY CONTROL
 NQ0234
 NQ0234  NGVD 29 (??/??/92) 1530.88   (m)         5022.6    (f) COMPUTED    1 2
 NQ0234
 NQ0234.Superseded values are not recommended for survey control.
 NQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0234.See file dsdata.txt to determine how the superseded data were derived.
 NQ0234
 NQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH016336(NAD 83)
 NQ0234_MARKER: DD = SURVEY DISK
 NQ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0234_STAMPING: JF 33 1947 5022
 NQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0234+STABILITY: SURFACE MOTION
 NQ0234
 NQ0234  HISTORY     - Date     Condition        Report By
 NQ0234  HISTORY     - 1947     MONUMENTED       USGS
 NQ0234  HISTORY     - 1954     GOOD             NGS
 NQ0234
 NQ0234                          STATION DESCRIPTION
 NQ0234
 NQ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0234'1.6 MI E FROM SHAWNEE.
 NQ0234'1.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0234'THE STATION AT SHAWNEE, 50 FEET SOUTH OF THE SOUTH RAIL, 7 FEET
 NQ0234'WEST OF MILEPOST 519, 2 FEET EAST OF A WITNESS POST, SET IN THE
 NQ0234'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NQ0234'IN SECTION 11, TOWNSHIP 32 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0035 ***********************************************************************
 NQ0035  DESIGNATION -  J F 48
 NQ0035  PID         -  NQ0035
 NQ0035  STATE/COUNTY-  WY/NIOBRARA
 NQ0035  USGS QUAD   -  LUSK (1981)
 NQ0035
 NQ0035                         *CURRENT SURVEY CONTROL
 NQ0035  ___________________________________________________________________
 NQ0035* NAD 83(1986)-  42 45 36.     (N)    104 28 51.     (W)     SCALED    
 NQ0035* NAVD 88     -      1545.602  (meters)    5070.86   (feet)  ADJUSTED  
 NQ0035  ___________________________________________________________________
 NQ0035  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 NQ0035  DYNAMIC HT  -        1544.724 (meters)    5067.98  (feet)  COMP
 NQ0035  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 NQ0035
 NQ0035  VERT ORDER  -  FIRST     CLASS II
 NQ0035
 NQ0035.The horizontal coordinates were scaled from a topographic map and have
 NQ0035.an estimated accuracy of +/- 6 seconds.
 NQ0035
 NQ0035.The orthometric height was determined by differential leveling
 NQ0035.and adjusted by the National Geodetic Survey in June 1991..
 NQ0035
 NQ0035.The geoid height was determined by GEOID03.
 NQ0035
 NQ0035.The dynamic height is computed by dividing the NAVD 88
 NQ0035.geopotential number by the normal gravity value computed on the
 NQ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0035.degrees latitude (g = 980.6199 gals.).
 NQ0035
 NQ0035.The modeled gravity was interpolated from observed gravity values.
 NQ0035
 NQ0035;                    North         East    Units  Estimated Accuracy
 NQ0035;SPC WY E     -   251,220.      256,140.      MT  (+/- 180 meters Scaled)
 NQ0035
 NQ0035                          SUPERSEDED SURVEY CONTROL
 NQ0035
 NQ0035  NGVD 29 (??/??/92) 1544.89   (m)         5068.5    (f) COMPUTED    1 2
 NQ0035
 NQ0035.Superseded values are not recommended for survey control.
 NQ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0035.See file dsdata.txt to determine how the superseded data were derived.
 NQ0035
 NQ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH424342(NAD 83)
 NQ0035_MARKER: DB = BENCH MARK DISK
 NQ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0035_STAMPING: J F 48 1947 5068
 NQ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0035+STABILITY: SURFACE MOTION
 NQ0035
 NQ0035  HISTORY     - Date     Condition        Report By
 NQ0035  HISTORY     - 1947     MONUMENTED       USGS
 NQ0035  HISTORY     - 1954     GOOD             NGS
 NQ0035
 NQ0035                          STATION DESCRIPTION
 NQ0035
 NQ0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0035'1.5 MI W FROM LUSK.
 NQ0035'1.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0035'FROM THE STATION AT LUSK, 10 POLES EAST OF MILEPOST 493, AT
 NQ0035'THE NORTHWEST CORNER OF THE MUNICIPAL GOLF COURSE, 48.5 FEET
 NQ0035'SOUTH OF THE SOUTH RAIL, 7 FEET WEST OF A FENCE CORNER, 11 FEET
 NQ0035'SOUTH OF THE 10TH POLE EAST OF MILEPOST 493, 1 FOOT NORTH OF A
 NQ0035'FENCE, 2 FEET EAST OF A WITNESS POST, AT THE CROSSING OF A POWER
 NQ0035'LINE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 NQ0035'ABOVE THE GROUND.  IN SECTION 12, TOWNSHIP 32 NORTH, RANGE 64
 NQ0035'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0831 ***********************************************************************
 OX0831  DESIGNATION -  JAC AP STA A
 OX0831  PID         -  OX0831
 OX0831  STATE/COUNTY-  WY/TETON
 OX0831  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 OX0831
 OX0831                         *CURRENT SURVEY CONTROL
 OX0831  ___________________________________________________________________
 OX0831* NAD 83(1993)-  43 36 52.67636(N)    110 44 01.62131(W)     ADJUSTED  
 OX0831* NAVD 88     -      1964.9    (meters)    6447.     (feet)  VERTCON   
 OX0831  ___________________________________________________________________
 OX0831  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 OX0831  GEOID HEIGHT-          -9.36  (meters)                     GEOID03
 OX0831
 OX0831  HORZ ORDER  -  THIRD
 OX0831
 OX0831.This mark is at Jackson Hole Airport (JAC)
 OX0831
 OX0831.The horizontal coordinates were established by classical geodetic methods
 OX0831.and adjusted by the National Geodetic Survey in January 1997..
 OX0831
 OX0831.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0831
 OX0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0831
 OX0831.The geoid height was determined by GEOID03.
 OX0831
 OX0831;                    North         East     Units Scale Factor Converg.
 OX0831;SPC WY W     -   446,139.961   747,496.592   MT  0.99997139   -0 26 55.3
 OX0831;UTM  12      - 4,829,106.775   521,481.321   MT  0.99960568   +0 11 01.1
 OX0831
 OX0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0831!SPC WY W     -   0.99969344  x   0.99997139  =   0.99966484
 OX0831!UTM  12      -   0.99969344  x   0.99960568  =   0.99929924
 OX0831
 OX0831:                Primary Azimuth Mark                     Grid Az
 OX0831:SPC WY W     -  JAC ARP                                  199 58 39.3
 OX0831:UTM  12      -  JAC ARP                                  199 20 42.9
 OX0831
 OX0831|---------------------------------------------------------------------|
 OX0831| PID    Reference Object                     Distance      Geod. Az  |
 OX0831|                                                           dddmmss.s |
 OX0831| OX0164 JAC ARP                             APPROX. 1.0 KM 1993144.0 |
 OX0831| OX0829 JAC APT BEACON                      APPROX. 1.3 KM 2144033.8 |
 OX0831|---------------------------------------------------------------------|
 OX0831
 OX0831                          SUPERSEDED SURVEY CONTROL
 OX0831
 OX0831  NAD 83(1993)-  43 36 52.67098(N)    110 44 01.61520(W) AD(       ) 3
 OX0831  NAD 83(1986)-  43 36 52.66644(N)    110 44 01.60833(W) AD(       ) 3
 OX0831  NAD 27      -  43 36 52.90823(N)    110 43 58.85298(W) AD(       ) 3
 OX0831  NGVD 29 (07/19/86) 1963.6    (m)         6442.     (f) VERT ANG       
 OX0831
 OX0831.Superseded values are not recommended for survey control.
 OX0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0831.See file dsdata.txt to determine how the superseded data were derived.
 OX0831
 OX0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2148129107(NAD 83)
 OX0831_MARKER: DT = TOPOGRAPHIC STATION DISK
 OX0831_SETTING: 0 = UNSPECIFIED SETTING
 OX0831_STAMPING: AP 1964 STA. A
 OX0831_MARK LOGO: CGS   
 OX0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0831
 OX0831  HISTORY     - Date     Condition        Report By
 OX0831  HISTORY     - 1964     MONUMENTED       CGS
 OX0831  HISTORY     - 1967     GOOD             CGS
 OX0831  HISTORY     - 1970     GOOD             NGS
 OX0831
 OX0831                          STATION DESCRIPTION
 OX0831
 OX0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JJC)
 OX0831'AT THE JACKSON HOLE AIRPORT, 8.5 MI. N OF THE PUBLIC SQUARE
 OX0831'IN THE TOWN OF JACKSON.  STATION IS 4,228 FT NNE OF THE AIRPORT
 OX0831'BEACON.  4,128 FT N OF THE JUNCTION OF THE E-W TAXIWAY FROM THE
 OX0831'TERMINAL BLDG. WITH THE RUNWAY.  100 FT E OF THE N CENTERLINE
 OX0831'END OF THE RUNWAY AND DIRECTLY ON LINE WITH THE RUNWAY END,
 OX0831'AND 25 FT E OF THE NE CORNER OF THE TURNING APRON.  A STANDARD
 OX0831'DISK STAMPED---AP 1964 STA. A---, AND SET IN AN 18 IN CONCRETE
 OX0831'POST ABOUT 2 IN BELOW THE SURFACE OF THE GROUND.
 OX0831
 OX0831                          STATION RECOVERY (1967)
 OX0831
 OX0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 OX0831'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OX0831'CONDITION.
 OX0831'
 OX0831'THE STATION IS LOCATED AT THE N END OF THE N-S RUNWAY.  100 FT.
 OX0831'E OF THE CENTERLINE OF THE RUNWAY END AND DIRECTLY IN LINE WITH
 OX0831'THE RUNWAY END.  25 FT. E OF THE NE CORNER OF TURNING APRON.
 OX0831'THE MARK IS A STANDARD TOPO DISK STAMPED AP 1964 STA A SET IN
 OX0831'THE TOP OF A CONCRETE POST ABOUT 2 IN. BELOW THE SURFACE OF THE
 OX0831'GROUND.
 OX0831
 OX0831                          STATION RECOVERY (1970)
 OX0831
 OX0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 OX0831'THE STATION WAS RECOVERED AS DESCRIBED.
 OX0831'
 OX0831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES
 OX0831'NORTH OF JACKSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0829 ***********************************************************************
 OX0829  DESIGNATION -  JAC APT BEACON
 OX0829  PID         -  OX0829
 OX0829  STATE/COUNTY-  WY/TETON
 OX0829  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 OX0829
 OX0829                         *CURRENT SURVEY CONTROL
 OX0829  ___________________________________________________________________
 OX0829* NAD 83(1993)-  43 36 18.32491(N)    110 44 34.32390(W)     ADJUSTED  
 OX0829* NAVD 88     -                                                        
 OX0829  ___________________________________________________________________
 OX0829  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 OX0829  GEOID HEIGHT-          -9.39  (meters)                     GEOID03
 OX0829
 OX0829  HORZ ORDER  -  THIRD
 OX0829
 OX0829.This mark is at Jackson Hole Airport (JAC)
 OX0829
 OX0829.The horizontal coordinates were established by classical geodetic methods
 OX0829.and adjusted by the National Geodetic Survey in January 1997..
 OX0829
 OX0829
 OX0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0829
 OX0829.The geoid height was determined by GEOID03.
 OX0829
 OX0829;                    North         East     Units Scale Factor Converg.
 OX0829;SPC WY W     -   445,085.638   746,754.921   MT  0.99997236   -0 27 17.6
 OX0829;UTM  12      - 4,828,044.721   520,751.598   MT  0.99960530   +0 10 38.4
 OX0829
 OX0829                          SUPERSEDED SURVEY CONTROL
 OX0829
 OX0829  NAD 83(1993)-  43 36 18.31970(N)    110 44 34.31778(W) AD(       ) 4
 OX0829  NAD 83(1986)-  43 36 18.31322(N)    110 44 34.31175(W) AD(       ) 4
 OX0829  NAD 27      -  43 36 18.55790(N)    110 44 31.55527(W) AD(       ) 3
 OX0829
 OX0829.Superseded values are not recommended for survey control.
 OX0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0829.See file dsdata.txt to determine how the superseded data were derived.
 OX0829
 OX0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2075228045(NAD 83)
 OX0829_MARKER: 21 = AIRPORT BEACON
 OX0829_MARK LOGO: NONE  
 OX0829
 OX0829  HISTORY     - Date     Condition        Report By
 OX0829  HISTORY     - 1964     FIRST OBSERVED   CGS
 OX0829  HISTORY     - 1967     GOOD             CGS
 OX0829  HISTORY     - 1970     GOOD             NGS
 OX0829  HISTORY     - 1976     GOOD             NGS
 OX0829
 OX0829                          STATION DESCRIPTION
 OX0829
 OX0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JJC)
 OX0829'AT THE JACKSON HOLE AIRPORT, 8.5 MI. N OF THE PUBLIC SQUARE IN
 OX0829'THE TOWN OF JACKSON.  STATION IS A STANDARD 36 IN GREEN AND
 OX0829'WHITE ROTATING BEACON ATOP A 50 FT STEEL TOWER.  IT IS APPROX.
 OX0829'1700 FT W OF THE TERMINAL BLDG.
 OX0829
 OX0829                          STATION RECOVERY (1967)
 OX0829
 OX0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 OX0829'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OX0829'CONDITION.
 OX0829'
 OX0829'THE STATION IS LOCATED APPROX. 1700 FT. W OF THE TERMINAL BUILDING
 OX0829'IS A STANDARD GREEN AND WHITE ROTATING BEACON MOUNTED ATOP A 50
 OX0829'FT. STEEL TOWER.
 OX0829
 OX0829                          STATION RECOVERY (1970)
 OX0829
 OX0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 OX0829'THE STATION WAS RECOVERED AS DESCRIBED.
 OX0829'
 OX0829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-- 8.5 MILES
 OX0829'NORTH OF JACKSON.
 OX0829
 OX0829                          STATION RECOVERY (1976)
 OX0829
 OX0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 OX0829'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 OX0829'
 OX0829'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT JACKSON HOLE
 OX0829'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC9928 ***********************************************************************
 AC9928  PACS        -  This is a Primary Airport Control Station.
 AC9928  DESIGNATION -  JAC ARP 2
 AC9928  PID         -  AC9928
 AC9928  STATE/COUNTY-  WY/TETON
 AC9928  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 AC9928
 AC9928                         *CURRENT SURVEY CONTROL
 AC9928  ___________________________________________________________________
 AC9928* NAD 83(1993)-  43 36 22.35526(N)    110 44 14.63774(W)     ADJUSTED  
 AC9928* NAVD 88     -      1958.41   (meters)    6425.2    (feet)  GPS OBS   
 AC9928  ___________________________________________________________________
 AC9928  X           -  -1,638,414.235 (meters)                     COMP
 AC9928  Y           -  -4,327,392.720 (meters)                     COMP
 AC9928  Z           -   4,377,858.075 (meters)                     COMP
 AC9928  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AC9928  ELLIP HEIGHT-        1949.00  (meters)          (01/10/02) GPS OBS
 AC9928  GEOID HEIGHT-          -9.39  (meters)                     GEOID03
 AC9928
 AC9928  HORZ ORDER  -  B
 AC9928  ELLP ORDER  -  THIRD     CLASS I
 AC9928
 AC9928.This mark is at Jackson Hole Airport (JAC)
 AC9928
 AC9928.The horizontal coordinates were established by GPS observations
 AC9928.and adjusted by the National Geodetic Survey in January 2002..
 AC9928
 AC9928.The orthometric height was determined by GPS observations and a
 AC9928.high-resolution geoid model.
 AC9928
 AC9928.GPS derived orthometric heights for airport stations designated as
 AC9928.PACS or SACS are published to 2 decimal places.  This maintains
 AC9928.centimeter relative accuracy between the PACS and SACS.  It does
 AC9928.not indicate centimeter accuracy relative to other marks which are
 AC9928.part of the NAVD 88 network.
 AC9928
 AC9928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9928
 AC9928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9928
 AC9928.The ellipsoidal height was determined by GPS observations
 AC9928.and is referenced to NAD 83.
 AC9928
 AC9928.The geoid height was determined by GEOID03.
 AC9928
 AC9928;                    North         East     Units Scale Factor Converg.
 AC9928;SPC WY W     -   445,206.526   747,197.371   MT  0.99997178   -0 27 04.0
 AC9928;UTM  12      - 4,828,170.438   521,192.525   MT  0.99960552   +0 10 52.0
 AC9928
 AC9928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9928!SPC WY W     -   0.99969447  x   0.99997178  =   0.99966625
 AC9928!UTM  12      -   0.99969447  x   0.99960552  =   0.99930011
 AC9928
 AC9928                          SUPERSEDED SURVEY CONTROL
 AC9928
 AC9928.No superseded survey control is available for this station.
 AC9928
 AC9928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2119328170(NAD 83)
 AC9928_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC9928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9928_STAMPING: ARP 2 JAC 1976
 AC9928_MARK LOGO: CGS   
 AC9928_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9928+STABILITY: SURFACE MOTION
 AC9928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9928+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002
 AC9928
 AC9928  HISTORY     - Date     Condition        Report By
 AC9928  HISTORY     - 1976     MONUMENTED       CGS
 AC9928  HISTORY     - 19900629 GOOD             NGS
 AC9928  HISTORY     - 20010717 GOOD             NGS
 AC9928  HISTORY     - 20020903 GOOD             NGS
 AC9928
 AC9928                          STATION DESCRIPTION
 AC9928
 AC9928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC9928'THE STATION IS LOCATED IN THE MIDDLE ONE OF THREE DIRT AND ROCK
 AC9928'ISLANDS BETWEEN RUNWAY 18-36 AND THE PARALLELING NORTH-SOUTH TAXIWAY
 AC9928'ABOUT 930 FEET (283.5 M) NORTH-NORTHEAST OF THE SECOND EAST-WEST
 AC9928'TAXIWAY THAT IS NORTH OF THE SOUTH END OF THE RUNWAY AND ON RANGE WITH
 AC9928'THE FIFTH SET OF RUNWAY LIGHTS THAT IS NORTH OF THE REFERRED EAST-WEST
 AC9928'TAXIWAY.  THE STATION IS 248.1 FEET (75.6 M) SOUTH-SOUTHEAST OF RUNWAY
 AC9928'LIGHT NO.17, 6TH LIGHT NORTH OF THE TAXIWAY, 246.7 FEET (75.2 M)
 AC9928'NORTHEAST OF RUNWAY LIGHT NO.15, 224.7 FEET (68.5 M) SOUTHEAST OF THE
 AC9928'CENTERLINE OF THE RUNWAY, 175.8 FT (53.6 M) NORTHWEST OF THE
 AC9928'CENTERLINE OF THE NORTH-SOUTH TAXIWAY, AND 147.6 FT (45.0 M) SOUTHEAST
 AC9928'OF RUNWAY LIGHT NO 16.  THE STATION IS MARKED WITH A STANDARD NOS
 AC9928'DISK, STAMPED ARP 2 JAC 1976, AND SET IN THE TOP OF A 12 INCH SQUARE
 AC9928'CONCRETE POST THAT IS ABOUT 0.4 FT (12.2 CM) BELOW THE SURFACE OF THE
 AC9928'GROUND.
 AC9928
 AC9928                          STATION RECOVERY (2001)
 AC9928
 AC9928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AC9928'THE STATION IS LOCATED ABOUT 8.5 MI NORTH OF THE PUBLIC SQUARE IN
 AC9928'JACKSON AT THE JACKSON HOLE AIRPORT, NEAR MIDFIELD, NEAR THE
 AC9928'CENTER OF THE CENTER 1 OF 3 GRASS AND ROCK ISLANDS BETWEEN THE
 AC9928'RUNWAY AND PARALLEL TAXIWAY.  OWNERSHIP--JACKSON HOLE AIRPORT
 AC9928'BOARD, P.O. BOX 159, JACKSON, WY 83001.  AIRPORT DIRECTOR IS GEORGE
 AC9928'LARSON.  PHONE 307-733-7695, FAX 307-733-9270.  FIRE CHIEF IS RON
 AC9928'CAMPBELL.  PHONE 307-733-5454, FAX 307-733-9270.  CONTACT THEM FOR
 AC9928'PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED
 AC9928'GATE.  AN ESCORT IS REQUIRED.
 AC9928' 
 AC9928'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 89, 191 AND 26 (CACHE
 AC9928'STREET), AND BROADWAY AT THE SOUTHWEST CORNER OF THE TOWN
 AC9928'SQUARE PARK IN JACKSON, GO NORTH ON HIGHWAYS 89,191 AND 26 FOR 8.7
 AC9928'MI TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, WEST, ON
 AC9928'THE ROAD FOR 0.6 MI TO A ROUND-ABOUT TURN.  CONTINUE WEST FOR 0.1
 AC9928'MI TO A LOCKED GATE AT THE APRON NEAR THE SOUTH SIDE OF GENERAL
 AC9928'AVIATION.  PASS THROUGH THE GATE, NORTHWEST, ACROSS THE APRON
 AC9928'FOR 0.08 MI TO THE PARALLEL TAXIWAY.  TURN RIGHT, NORTHEAST, ALONG THE
 AC9928'TAXIWAY FOR 0.2 MI TO THE STATION ON THE LEFT.
 AC9928' 
 AC9928'THE STATION IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST
 AC9928'RECESSED 15 CM BELOW THE GROUND.  IT IS IN LINE WITH THE 5TH SET OF
 AC9928'RUNWAY LIGHTS NORTHEAST OF THE 2ND CONNECTOR TAXIWAY NORTHEAST OF
 AC9928'RUNWAY END 36, 248.1 FT SOUTH-SOUTHEAST OF RUNWAY LIGHT NUMBER
 AC9928'17 (6TH LIGHT NORTHWEST OF THE TAXIWAY), 246.7 FT NORTHEAST OF RUNWAY
 AC9928'LIGHT NUMBER 15, 224.7 FT SOUTHEAST OF THE RUWAY CENTERLINE, 175.8 FT
 AC9928'NORTHWEST OF THE PARALLEL TAXIWAY CENTER,  AND 3.0 FT NORTHWEST OF A
 AC9928'FIBERGLASS WITNESS POST.
 AC9928'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 AC9928' 
 AC9928' 
 AC9928'
 AC9928
 AC9928                          STATION RECOVERY (2002)
 AC9928
 AC9928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AC9928'RECOVERED AS DESCRIBED.
 AC9928'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7126 ***********************************************************************
 AJ7126  SACS        -  This is a Secondary Airport Control Station.
 AJ7126  DESIGNATION -  JAC C
 AJ7126  PID         -  AJ7126
 AJ7126  STATE/COUNTY-  WY/TETON
 AJ7126  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 AJ7126
 AJ7126                         *CURRENT SURVEY CONTROL
 AJ7126  ___________________________________________________________________
 AJ7126* NAD 83(1993)-  43 36 00.23537(N)    110 44 24.16060(W)     ADJUSTED  
 AJ7126* NAVD 88     -      1954.54   (meters)    6412.5    (feet)  GPS OBS   
 AJ7126  ___________________________________________________________________
 AJ7126  X           -  -1,638,779.802 (meters)                     COMP
 AJ7126  Y           -  -4,327,754.874 (meters)                     COMP
 AJ7126  Z           -   4,377,360.895 (meters)                     COMP
 AJ7126  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AJ7126  ELLIP HEIGHT-        1945.11  (meters)          (01/10/02) GPS OBS
 AJ7126  GEOID HEIGHT-          -9.41  (meters)                     GEOID03
 AJ7126
 AJ7126  HORZ ORDER  -  FIRST
 AJ7126  ELLP ORDER  -  FOURTH    CLASS II
 AJ7126
 AJ7126.This mark is at Jackson Hole Airport (JAC)
 AJ7126
 AJ7126.The horizontal coordinates were established by GPS observations
 AJ7126.and adjusted by the National Geodetic Survey in January 2002..
 AJ7126
 AJ7126.The orthometric height was determined by GPS observations and a
 AJ7126.high-resolution geoid model.
 AJ7126
 AJ7126.GPS derived orthometric heights for airport stations designated as
 AJ7126.PACS or SACS are published to 2 decimal places.  This maintains
 AJ7126.centimeter relative accuracy between the PACS and SACS.  It does
 AJ7126.not indicate centimeter accuracy relative to other marks which are
 AJ7126.part of the NAVD 88 network.
 AJ7126
 AJ7126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7126
 AJ7126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7126
 AJ7126.The ellipsoidal height was determined by GPS observations
 AJ7126.and is referenced to NAD 83.
 AJ7126
 AJ7126.The geoid height was determined by GEOID03.
 AJ7126
 AJ7126;                    North         East     Units Scale Factor Converg.
 AJ7126;SPC WY W     -   444,525.579   746,978.424   MT  0.99997207   -0 27 10.4
 AJ7126;UTM  12      - 4,827,487.368   520,981.183   MT  0.99960541   +0 10 45.4
 AJ7126
 AJ7126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7126!SPC WY W     -   0.99969508  x   0.99997207  =   0.99966715
 AJ7126!UTM  12      -   0.99969508  x   0.99960541  =   0.99930061
 AJ7126
 AJ7126                          SUPERSEDED SURVEY CONTROL
 AJ7126
 AJ7126.No superseded survey control is available for this station.
 AJ7126
 AJ7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2098127487(NAD 83)
 AJ7126_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ7126_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ7126_SP_SET: SET IN A CONCRETE STEEL DRAIN
 AJ7126_STAMPING: JAC C 2001
 AJ7126_MARK LOGO: NGS   
 AJ7126_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7126+STABILITY: SURFACE MOTION
 AJ7126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7126+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2001
 AJ7126
 AJ7126  HISTORY     - Date     Condition        Report By
 AJ7126  HISTORY     - 20010717 MONUMENTED       NGS
 AJ7126  HISTORY     - 20010903 GOOD             NGS
 AJ7126
 AJ7126                          STATION DESCRIPTION
 AJ7126
 AJ7126'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ7126'THE STATION IS LOCATED ABOUT 8.5 MI NORTH OF THE PUBLIC SQUARE IN
 AJ7126'JACKSON AT THE JACKSON HOLE AIRPORT, NEAR MIDFIELD, NEAR THE
 AJ7126'CENTER OF THE CENTER 1 OF 3 GRASS AND ROCK ISLANDS BETWEEN THE
 AJ7126'RUNWAY AND PARALLEL TAXIWAY.  OWNERSHIP--JACKSON HOLE AIRPORT
 AJ7126'BOARD, P.O. BOX 159, JACKSON, WY 83001.  AIRPORT DIRECTOR IS GEORGE
 AJ7126'LARSON.  PHONE 307-733-7695, FAX 307-733-9270.  FIRE CHIEF IS RON
 AJ7126'CAMPBELL.  PHONE 307-733-5454, FAX 307-733-9270.  CONTACT THEM FOR
 AJ7126'PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED
 AJ7126'GATE.  AN ESCORT IS REQUIRED.
 AJ7126' 
 AJ7126'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 89, 191 AND 26
 AJ7126'(CACHE STREET) AND BROADWAY AT THE SOUTHWEST CORNER OF THE
 AJ7126'TOWN SQUARE IN JACKSON, GO NORTH ON HIGHWAYS 89, 191 AND 26 FOR 8.7
 AJ7126'MI TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, WEST, ON THE
 AJ7126'ROAD FOR 0.6 MI TO A ROUND-ABOUT TURN.  CONTINUE WEST FOR 0.1 MI TO
 AJ7126'A GATE AT THE APRON NEAR THE SOUTH SIDE OF GENERAL AVIATION.  PASS
 AJ7126'THROUGH THE GATE, NORTHWEST, ACROSS THE APRON FOR 0.08 MI TO THE
 AJ7126'PARALLEL TAXIWAY.  TURN LEFT, SOUTHWEST, ALONG THE TAXIWAY FOR 0.4 MI
 AJ7126'TO
 AJ7126'THE STATION ON THE RIGHT JUST BEFORE THE CONNECTOR TAXIWAY TO
 AJ7126'RUNWAY END 36.
 AJ7126' 
 AJ7126'THE STATION IS SET NEAR THE CENTER OF THE SOUTH SIDE OF A 7 FT
 AJ7126'DIAMETER ROUND CONCRETE AND STEEL DRAIN SET FLUSH WITH THE
 AJ7126'GROUND.  IT IS 238.1 FT SOUTHEAST OF THE RUNWAY CENTER, 157.2
 AJ7126'FT NORTH-NORTHEAST OF THE CENTER OF A SIGN FOR TAXIWAY A1 AND RUNWAY
 AJ7126'36, 88.0 FT NORTHWEST OF THE PARALLEL TAXIWAY CENTERLINE, AND 2.5 FT
 AJ7126'SOUTH
 AJ7126'OF THE CENTER OF THE MANHOLE COVER.
 AJ7126' 
 AJ7126'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ7126' 
 AJ7126'
 AJ7126
 AJ7126                          STATION RECOVERY (2001)
 AJ7126
 AJ7126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ7126'RECOVERED AS DESCRIBED.
 AJ7126'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7127 ***********************************************************************
 AJ7127  SACS        -  This is a Secondary Airport Control Station.
 AJ7127  DESIGNATION -  JAC D
 AJ7127  PID         -  AJ7127
 AJ7127  STATE/COUNTY-  WY/TETON
 AJ7127  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 AJ7127
 AJ7127                         *CURRENT SURVEY CONTROL
 AJ7127  ___________________________________________________________________
 AJ7127* NAD 83(1993)-  43 36 52.81427(N)    110 43 58.51655(W)     ADJUSTED  
 AJ7127* NAVD 88     -      1965.01   (meters)    6446.9    (feet)  GPS OBS   
 AJ7127  ___________________________________________________________________
 AJ7127  X           -  -1,637,848.101 (meters)                     COMP
 AJ7127  Y           -  -4,326,918.662 (meters)                     COMP
 AJ7127  Z           -   4,378,543.488 (meters)                     COMP
 AJ7127  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AJ7127  ELLIP HEIGHT-        1955.63  (meters)          (01/10/02) GPS OBS
 AJ7127  GEOID HEIGHT-          -9.36  (meters)                     GEOID03
 AJ7127
 AJ7127  HORZ ORDER  -  A
 AJ7127  ELLP ORDER  -  FOURTH    CLASS II
 AJ7127
 AJ7127.This mark is at Jackson Hole Airport (JAC)
 AJ7127
 AJ7127.The horizontal coordinates were established by GPS observations
 AJ7127.and adjusted by the National Geodetic Survey in January 2002..
 AJ7127
 AJ7127.The orthometric height was determined by GPS observations and a
 AJ7127.high-resolution geoid model.
 AJ7127
 AJ7127.GPS derived orthometric heights for airport stations designated as
 AJ7127.PACS or SACS are published to 2 decimal places.  This maintains
 AJ7127.centimeter relative accuracy between the PACS and SACS.  It does
 AJ7127.not indicate centimeter accuracy relative to other marks which are
 AJ7127.part of the NAVD 88 network.
 AJ7127
 AJ7127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7127
 AJ7127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7127
 AJ7127.The ellipsoidal height was determined by GPS observations
 AJ7127.and is referenced to NAD 83.
 AJ7127
 AJ7127.The geoid height was determined by GEOID03.
 AJ7127
 AJ7127;                    North         East     Units Scale Factor Converg.
 AJ7127;SPC WY W     -   446,143.672   747,566.239   MT  0.99997130   -0 26 53.2
 AJ7127;UTM  12      - 4,829,111.253   521,550.898   MT  0.99960571   +0 11 03.2
 AJ7127
 AJ7127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7127!SPC WY W     -   0.99969343  x   0.99997130  =   0.99966474
 AJ7127!UTM  12      -   0.99969343  x   0.99960571  =   0.99929926
 AJ7127
 AJ7127                          SUPERSEDED SURVEY CONTROL
 AJ7127
 AJ7127.No superseded survey control is available for this station.
 AJ7127
 AJ7127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2155129111(NAD 83)
 AJ7127_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ7127_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ7127_SP_SET: CONCRETE STEEL DRAIN
 AJ7127_STAMPING: JAC D 2001
 AJ7127_MARK LOGO: NGS   
 AJ7127_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7127+STABILITY: SURFACE MOTION
 AJ7127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7127+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002
 AJ7127
 AJ7127  HISTORY     - Date     Condition        Report By
 AJ7127  HISTORY     - 20010717 MONUMENTED       NGS
 AJ7127  HISTORY     - 20020903 GOOD             NGS
 AJ7127
 AJ7127                          STATION DESCRIPTION
 AJ7127
 AJ7127'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ7127'THE STATION IS LOCATED ABOUT 8.5 MI NORTH OF THE PUBLIC SQUARE IN
 AJ7127'JACKSON AT THE JACKSON HOLE AIRPORT, NEAR MIDFIELD, NEAR THE
 AJ7127'CENTER OF THE CENTER 1 OF 3 GRASS AND ROCK ISLANDS BETWEEN THE
 AJ7127'RUNWAY AND PARALLEL TAXIWAY.  OWNERSHIP--JACKSON HOLE AIRPORT
 AJ7127'BOARD, P.O. BOX 159, JACKSON, WY 83001.  AIRPORT DIRECTOR IS GEORGE
 AJ7127'LARSON.  PHONE 307-733-7695, FAX 307-733-9270.  FIRE CHIEF IS RON
 AJ7127'CAMPBELL.  PHONE 307-733-5454, FAX 307-733-9270.  CONTACT THEM FOR
 AJ7127'PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED
 AJ7127'GATE.  AN ESCORT IS REQUIRED.
 AJ7127' 
 AJ7127'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 89, 191 AND 26 (CACHE
 AJ7127'STREET) AND BROADWAY AT THE SOUTHWEST CORNER OF THE TOWN
 AJ7127'SQUARE IN JACKSON, GO NORTH ON HIGHWAYS 89, 191 AND 26 FOR 8.7 MI TO
 AJ7127'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, WEST, ON THE ROAD
 AJ7127'FOR 0.6 MI TO A ROUN-ABOUT TURN.  CONTINUE WEST FOR 0.1 MI TO A GATE
 AJ7127'AT THE APRON NEAR THE SOUTH SIDE OF GENERAL AVIATION.  PASS
 AJ7127'THROUGH THE GATE, NORTHWEST, ACROSS THE APRON FOR 0.08 MI TO THE
 AJ7127'PARALLEL TAXIWAY. TURN RIGHT, NORTHEAST, ALONG THE TAXIWAY FOR 0.6 MI
 AJ7127'TO
 AJ7127'THE STATION ON THE LEFT JUST BEFORE THE CONNECTOR TAXIWAY TO RUNWAY
 AJ7127'END 18.
 AJ7127' 
 AJ7127'THE STATION IS SET NEAR THE CENTER OF THE SOUTH SIDE OF A 5 FT
 AJ7127'DIAMETER ROUND CONCRETE AND STEEL DRAIN.  IT IS 237.0 FT SOUTHEAST
 AJ7127'OF THE RUNWAY CENTER, 88.2 FT NORTHWEST OF THE PARALLEL TAXIWAY
 AJ7127'CENTERLINE, 16.5 FT SOUTHWEST OF THE CENTER OF A SIGN FOR THE RUNWAY
 AJ7127'AND TAXIWAY.
 AJ7127' 
 AJ7127'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ7127' 
 AJ7127' 
 AJ7127'
 AJ7127
 AJ7127                          STATION RECOVERY (2002)
 AJ7127
 AJ7127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ7127'RECOVERED AS DESCRIBED.
 AJ7127'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0634 ***********************************************************************
 MP0634  DESIGNATION -  JACK
 MP0634  PID         -  MP0634
 MP0634  STATE/COUNTY-  WY/CARBON
 MP0634  USGS QUAD   -  JACK CREEK RESERVOIR (1961)
 MP0634
 MP0634                         *CURRENT SURVEY CONTROL
 MP0634  ___________________________________________________________________
 MP0634* NAD 83(1993)-  41 29 11.54940(N)    107 03 59.50612(W)     ADJUSTED  
 MP0634* NAVD 88     -      2408.4    (meters)    7902.     (feet)  VERTCON   
 MP0634  ___________________________________________________________________
 MP0634  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 MP0634  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 MP0634
 MP0634  HORZ ORDER  -  SECOND
 MP0634
 MP0634.The horizontal coordinates were established by classical geodetic methods
 MP0634.and adjusted by the National Geodetic Survey in January 1997..
 MP0634
 MP0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0634
 MP0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0634
 MP0634.The geoid height was determined by GEOID03.
 MP0634
 MP0634;                    North         East     Units Scale Factor Converg.
 MP0634;SPC WYEC     -   209,586.682   422,280.329   MT  0.99994361   +0 10 36.3
 MP0634;UTM  13      - 4,594,831.532   327,481.372   MT  0.99996628   -1 22 09.5
 MP0634
 MP0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0634!SPC WYEC     -   0.99962433  x   0.99994361  =   0.99956796
 MP0634!UTM  13      -   0.99962433  x   0.99996628  =   0.99959062
 MP0634
 MP0634|---------------------------------------------------------------------|
 MP0634| PID    Reference Object                     Distance      Geod. Az  |
 MP0634|                                                           dddmmss.s |
 MP0634| CP5586 JACK RM 1                            17.666 METERS 02741     |
 MP0634| MP0621 JACK AZ MK                          APPROX. 4.4 KM 0582021.1 |
 MP0634| CP5587 JACK RM 2                            21.166 METERS 29922     |
 MP0634|---------------------------------------------------------------------|
 MP0634
 MP0634                          SUPERSEDED SURVEY CONTROL
 MP0634
 MP0634  NAD 83(1986)-  41 29 11.53985(N)    107 03 59.49845(W) AD(       ) 2
 MP0634  NAD 27      -  41 29 11.68100(N)    107 03 57.32600(W) AD(       ) 2
 MP0634  NGVD 29 (07/19/86) 2407.2    (m)         7898.     (f) VERT ANG       
 MP0634
 MP0634.Superseded values are not recommended for survey control.
 MP0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0634.See file dsdata.txt to determine how the superseded data were derived.
 MP0634
 MP0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF2748194832(NAD 83)
 MP0634_MARKER: DS = TRIANGULATION STATION DISK
 MP0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0634
 MP0634  HISTORY     - Date     Condition        Report By
 MP0634  HISTORY     - 1937     MONUMENTED       CGS
 MP0634  HISTORY     - 1948     GOOD             CGS
 MP0634  HISTORY     - 1961     GOOD             USGS
 MP0634
 MP0634                          STATION DESCRIPTION
 MP0634
 MP0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0634'STATION IS LOCATED ON THE EDGE OF SAGE RIM 2.0 MILES NORTH
 MP0634'AND 14 MILES WEST OF SARATOGA ON OPEN RANGE LAND, ABOUT 1.5
 MP0634'MILES NORTHEAST OF A SADDLE IN THE RIM.
 MP0634'
 MP0634'TO REACH FROM DIXON, GO NORTH ON A DIRT ROAD FROM THE NORTH
 MP0634'END OF THE MAIN STREET AND FOLLOW THE MAIN TRAVELED ROAD
 MP0634'NORTH AND NORTHEAST FOR 11.9 MILES TO A RIGHT TURN AT A FENCE
 MP0634'CORNER.  KEEP RIGHT NORTH AND NORTHEAST FOR 0.9 MILES TO A FORK.
 MP0634'TAKE LEFT FORK AND GO NORTH ON THE MAIN TRAVELED ROAD FOR
 MP0634'1.7 MILES TO A WHITE SCHOOL HOUSE ON THE RIGHT.  CONTINUE
 MP0634'NORTH FOR 0.55 MILES TO A RIGHT TURN.  GO EAST 0.25 MILES TO
 MP0634'A LEFT TURN.  GO NORTH FOR 0.3 MILES TO WHERE THE MAIN ROAD
 MP0634'TURNS RIGHT THROUGH A CATTLE GUARD.  GO EAST THROUGH CATTLE
 MP0634'GUARD AND CONTINUE ON THE MAIN TRAVELED ROAD NORTH AND
 MP0634'NORTHEAST FOR 9.5 MILES TO A FORK, (TULLIS POST OFFICE ON THE
 MP0634'RIGHT FORK 0.15 MILES) KEEP LEFT ON THE MAIN TRAVELED
 MP0634'ROAD 3.3 MILES TO THE INTERSECTION WITH A WELL TRAVELED
 MP0634'GRADED NORTH-SOUTH ROAD.  TURN LEFT ON THIS ROAD AND GO
 MP0634'NORTH FOR 0.75 MILES TO A SIDE TRACK ROAD RIGHT AT A SIGN
 MP0634'PETER HANSON RANCH 0.2 MI.  KEEP STRAIGHT AHEAD ON THE MAIN
 MP0634'ROAD NORTH FOR 11.2 MILES TO A TRACK ROAD RIGHT AT THE TOP
 MP0634'OF A HILL.  TURN RIGHT AND GO EAST ON THIS ROAD FOR 1.1
 MP0634'MILES TO A FORK.  (THE GENERAL DIRECTION OF TRAVEL FROM
 MP0634'HERE TO THE STATION IS NORTHEAST) TAKE LEFT FORK AND
 MP0634'FOLLOW THE MAIN TRAVELED ROAD FOR 0.5 MILES TO A TRACK ROAD
 MP0634'COMING IN FROM THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.15
 MP0634'MILES TO ANOTHER ROAD COMING IN FROM THE RIGHT.  CONTINUE
 MP0634'STRAIGHT AHEAD FOR 0.15 MILES TO A FORK AT AN OLD FENCE
 MP0634'LINE.  TAKE LEFT FORK FOR 0.25 MILES TO TRACK ROAD
 MP0634'COMING IN FROM THE RIGHT.  KEEP STRAIGHT AHEAD 3.45 MILES TO
 MP0634'ANOTHER TRACK ROAD COMING IN FROM THE RIGHT.  KEEP STRAIGHT
 MP0634'AHEAD FOR 0.8 MILES TO TRACK COMING IN FROM THE LEFT KEEP
 MP0634'STRAIGHT AHEAD FOR 0.2 MILES ON A BADLY RUTTED ROAD TO AN
 MP0634'OLD BRIDGE IN THE BOTTOM OF A DRAW.  CROSS BRIDGE AND TAKE
 MP0634'ROAD LEADING LEFT UP OUT OF THE DRAW FOR 2.3 MILES TO A ROAD
 MP0634'COMING IN FROM THE LEFT.  KEEP STRAIGHT AHEAD FOR 0.1 MILES
 MP0634'TO A SIDE ROAD TO THE SOUTH.  KEEP STRAIGHT AHEAD FOR 0.55
 MP0634'MILES TO A ROAD COMING IN FROM THE LEFT.  KEEP STRAIGHT
 MP0634'AHEAD FOR 1.55 MILES TO A FORK.  TAKE LEFT FORK FOR 0.5
 MP0634'MILES TO A SMALL TIN ARROW ON THE LEFT SIDE OF THE ROAD.
 MP0634'LEAVE ROAD AND GO LEFT (NORTH) ACROSS COUNTRY 0.2 MILES
 MP0634'TO STATION ABOUT 50 YARDS SOUTH OF THE RIM.
 MP0634'
 MP0634'THE AZIMUTH MARK IS JACK AZIMUTH MARK, A SEPARATE AND OCCUPIED
 MP0634'STATION.
 MP0634
 MP0634                          STATION RECOVERY (1948)
 MP0634
 MP0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0634'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 MP0634'CONDITION.  THE AZIMUTH MARK CAN NOT BE SEEN FROM A 4 FOOT
 MP0634'TRIPOD AT THE STATION.
 MP0634'
 MP0634'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE WEST-NORTHWEST
 MP0634'OF SARATOGA ON A GRASSY BENCH.  THE STATION MARK
 MP0634'PROJECTS 8 INCHES AND IS SET 5 FEET EAST OF A
 MP0634'WHITE WITNESS POST.  IT IS STAMPED, JACK 1937.
 MP0634'
 MP0634'REFERENCE MARK NO. 1 PROJECTS 10
 MP0634'INCHES, IS THE SAME ELEVATION AS THE STATION MARK AND IS
 MP0634'STAMPED, JACK NO 1 1937.
 MP0634'
 MP0634'REFERENCE MARK NO. 2 PROJECTS
 MP0634'10 INCHES, IS THE SAME ELEVATION AS THE STATION MARK AND IS
 MP0634'STAMPED, JACK NO 2 1937.
 MP0634'
 MP0634'THE AZIMUTH MARK IS SET ABOUT
 MP0634'3 MILES NORTHEAST OF THE STATION ALONG THE EDGE OF THE BENCH.
 MP0634'
 MP0634'TO REACH THE STATION FROM SARATOGA.  GO WEST ON A GRADED ROAD
 MP0634'1.0 MILE TO A FORK.  TURN LEFT, GO 2.0 MILES TO A ROAD RIGHT.
 MP0634'TURN RIGHT, GO 3.0 MILES TO WHERE ROAD TURNS LEFT.  TURN LEFT,
 MP0634'FOLLOW MAIN ROAD 6.8 MILES TO WHERE THE MAIN ROAD TURNS RIGHT AND
 MP0634'A TRACK ROAD GOES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD
 MP0634'1.2 MILE TO A FORK.  TURN RIGHT, GO 0.2 MILE TO A CATTLE GUARD.
 MP0634'CONTINUE 5.5 MILES TO A ROAD LEFT.  HERE TURN RIGHT, GO ACROSS
 MP0634'COUNTRY, NORTH, 0.15 MILE TO STATION.  A DRIVE STATION.
 MP0634
 MP0634                          STATION RECOVERY (1961)
 MP0634
 MP0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MP0634'RECOVERED.
 MP0634'
 MP0634'STATION MARK--USC AND GS DISK, SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0399 ***********************************************************************
 OV0399  DESIGNATION -  JACK
 OV0399  PID         -  OV0399
 OV0399  STATE/COUNTY-  WY/NATRONA
 OV0399  USGS QUAD   -  THREE BUTTES (1968)
 OV0399
 OV0399                         *CURRENT SURVEY CONTROL
 OV0399  ___________________________________________________________________
 OV0399* NAD 83(1993)-  43 15 53.86990(N)    107 07 07.14793(W)     ADJUSTED  
 OV0399* NAVD 88     -       216.4    (meters)     710.     (feet)  VERTCON   
 OV0399  ___________________________________________________________________
 OV0399  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 OV0399  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 OV0399
 OV0399  HORZ ORDER  -  FIRST
 OV0399
 OV0399.The horizontal coordinates were established by classical geodetic methods
 OV0399.and adjusted by the National Geodetic Survey in January 1997..
 OV0399
 OV0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0399
 OV0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0399
 OV0399.The geoid height was determined by GEOID03.
 OV0399
 OV0399;                    North         East     Units Scale Factor Converg.
 OV0399;SPC WYEC     -   407,110.562   417,428.813   MT  0.99994124   +0 08 49.7
 OV0399;UTM  13      - 4,792,418.630   328,053.594   MT  0.99996370   -1 27 08.7
 OV0399
 OV0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0399!SPC WYEC     -   0.99996804  x   0.99994124  =   0.99990928
 OV0399!UTM  13      -   0.99996804  x   0.99996370  =   0.99993174
 OV0399
 OV0399:                Primary Azimuth Mark                     Grid Az
 OV0399:SPC WYEC     -  JACK AZ MK                               133 50 31.0
 OV0399:UTM  13      -  JACK AZ MK                               135 26 29.4
 OV0399
 OV0399|---------------------------------------------------------------------|
 OV0399| PID    Reference Object                     Distance      Geod. Az  |
 OV0399|                                                           dddmmss.s |
 OV0399| CP5588 JACK AZ MK                                         1335920.7 |
 OV0399| CP5589 JACK RM 1                             6.503 METERS 14523     |
 OV0399| CP5590 JACK RM 2                             5.156 METERS 23955     |
 OV0399|---------------------------------------------------------------------|
 OV0399
 OV0399                          SUPERSEDED SURVEY CONTROL
 OV0399
 OV0399  NAD 83(1986)-  43 15 53.84636(N)    107 07 07.12910(W) AD(       ) 1
 OV0399  NAD 27      -  43 15 53.97400(N)    107 07 04.90200(W) AD(       ) 1
 OV0399  NGVD 29 (07/19/86)  215.3    (m)          706.     (f) VERT ANG       
 OV0399
 OV0399.Superseded values are not recommended for survey control.
 OV0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0399.See file dsdata.txt to determine how the superseded data were derived.
 OV0399
 OV0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH2805492419(NAD 83)
 OV0399_MARKER: DS = TRIANGULATION STATION DISK
 OV0399_SETTING: 66 = SET IN ROCK OUTCROP
 OV0399_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 OV0399
 OV0399  HISTORY     - Date     Condition        Report By
 OV0399  HISTORY     - 1938     MONUMENTED       CGS
 OV0399
 OV0399                          STATION DESCRIPTION
 OV0399
 OV0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0399'STATION JACK LOCATED IN CENTRAL WYOMING IN THE NORTHERN PART
 OV0399'OF NATRONA COUNTY, IS ABOUT 9 MILES AIRLINE NE OF ARMINTO.
 OV0399'ABOUT 81 MILES AIRLINE SW OF MIDWEST.  ABOUT 18 MILES NW OF
 OV0399'POWDER RIVER.  ABOUT 4.5 MILES AIRLINE SW OF THE GANTZ RANCH
 OV0399'ON A HIGH BUTTE ON THE S SIDE OF COTTONWOOD CREEK IN TOWNSHIP
 OV0399'38 N, R 86 W.
 OV0399'
 OV0399'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 OV0399'DISKS SET IN CONCRETE IN OUTCROPPING BEDROCK.
 OV0399'
 OV0399'STATION JACK IS REACHED BY GOING N FROM ARMINTO ON MAIN GRADED
 OV0399'ROAD (DIRT) 1.3 MILES TO SIDE ROAD TO LEFT AND SIGN, DAVIS RANCH
 OV0399'AND BADWATER.  CONTINUE STRAIGHT AHEAD, N, ON MAIN GRADED
 OV0399'ROAD 13.2 MILES TO THE JUNCTION OF THREE GRADED ROADS.  TURN
 OV0399'SHARP RIGHT ON ROAD BY SIGN, CASPER VIA POWDER RIVER, AND FOLLOW
 OV0399'MAIN ROAD E 4.4 MILES TO A WIRE GATE AND GANTZ RANCH BUILDINGS
 OV0399'ON RIGHT.  CONTINUE STRAIGHT AHEAD ON MAIN ROAD PAST SIGN,
 OV0399'CASPER, FOR 2.95 MILES TO A PINE, POLE, HORSE CORRAL ON RIGHT
 OV0399'AND DIM ROAD CROSSING CREEK TO LEFT.  KEEP ON RIGHT SIDE OF
 OV0399'CREEK ON MAIN ROAD 1.4 MILES TO SIDE ROAD TO LEFT WITH SIGN
 OV0399'IN FORK GANTZ RANCH AND BIG HORN MOUNTAINS.  KEEP STRAIGHT
 OV0399'AHEAD SE, 2.0 MILES TO A DIM ROAD TO THE RIGHT, WHICH IS
 OV0399'ABOUT 100 YARDS NW OF A WOODEN BRIDGE WITH WHITE RAILINGS.
 OV0399'LEAVE MAIN ROAD AND TURN RIGHT ON THIS ROAD UP A NARROW
 OV0399'DRAW 1.3 MILES TO AN APPARENT END OF THE ROAD AT A WATER
 OV0399'HOLE FED BY A SMALL STREAM OF WATER FROM A DRILLED WELL.  AT
 OV0399'THIS WATER HOLE TURN RIGHT ACROSS SMALL CREEK BED AND
 OV0399'PICK UP DIM ROAD UP THE RIDGE TO THE W AND S.  FOLLOW THIS
 OV0399'ROAD ABOUT 1.5 MILES (VERY ROCKY) TO THE TOP OF THE RIDGE.
 OV0399'TURN RIGHT ALONG THE TOP OF THE RIDGE ABOUT 1.0 MILE TO
 OV0399'WHERE THE RIDGE GETS NARROW AND ROCKY.  THE ROAD AT THIS
 OV0399'POINT IS SLIGHTLY LOWER THAN AND ABOUT 100 YARDS S OF
 OV0399'THE RIDGE TOP.  THE ROAD DROPS INTO A SADDLE ON DIM ROAD
 OV0399'ABOUT 0.5 MILE TO WHERE THE ROAD GOES ABOUT 50 FEET N OF
 OV0399'A SMALL KNOLL WITH A ROCK CAIRN ON THE TOP, END OF TRUCK
 OV0399'TRAVEL.  TURN RIGHT UP RIDGE ABOUT 1/2 MILE TO HIGHEST POINT
 OV0399'AND STATION BY LARGE ROCK CAIRN IN SCATTERED PINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0621 ***********************************************************************
 MP0621  DESIGNATION -  JACK AZ MK
 MP0621  PID         -  MP0621
 MP0621  STATE/COUNTY-  WY/CARBON
 MP0621  USGS QUAD   -  KINDT RESERVOIR (1983)
 MP0621
 MP0621                         *CURRENT SURVEY CONTROL
 MP0621  ___________________________________________________________________
 MP0621* NAD 83(1993)-  41 30 26.12371(N)    107 01 18.56262(W)     ADJUSTED  
 MP0621* NAVD 88     -      2336.     (meters)    7664.     (feet)  SCALED    
 MP0621  ___________________________________________________________________
 MP0621  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 MP0621  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 MP0621
 MP0621  HORZ ORDER  -  SECOND
 MP0621
 MP0621.The horizontal coordinates were established by classical geodetic methods
 MP0621.and adjusted by the National Geodetic Survey in January 1997..
 MP0621
 MP0621.The orthometric height was scaled from a topographic map.
 MP0621
 MP0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0621
 MP0621.The geoid height was determined by GEOID03.
 MP0621
 MP0621;                    North         East     Units Scale Factor Converg.
 MP0621;SPC WYEC     -   211,899.714   426,005.410   MT  0.99994582   +0 12 23.2
 MP0621;UTM  13      - 4,597,043.229   331,267.567   MT  0.99995038   -1 20 24.7
 MP0621
 MP0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0621!SPC WYEC     -   0.99963566  x   0.99994582  =   0.99958150
 MP0621!UTM  13      -   0.99963566  x   0.99995038  =   0.99958606
 MP0621
 MP0621:                Primary Azimuth Mark                     Grid Az
 MP0621:SPC WYEC     -  JACK                                     238 09 44.6
 MP0621:UTM  13      -  JACK                                     239 42 32.5
 MP0621
 MP0621|---------------------------------------------------------------------|
 MP0621| PID    Reference Object                     Distance      Geod. Az  |
 MP0621|                                                           dddmmss.s |
 MP0621| MP0634 JACK                                APPROX. 4.4 KM 2382207.8 |
 MP0621|---------------------------------------------------------------------|
 MP0621
 MP0621                          SUPERSEDED SURVEY CONTROL
 MP0621
 MP0621  NAD 83(1986)-  41 30 26.11405(N)    107 01 18.55558(W) AD(       ) 2
 MP0621  NAD 27      -  41 30 26.26500(N)    107 01 16.37200(W) AD(       ) 2
 MP0621
 MP0621.Superseded values are not recommended for survey control.
 MP0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0621.See file dsdata.txt to determine how the superseded data were derived.
 MP0621
 MP0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF3126897043(NAD 83)
 MP0621_MARKER: DZ = AZIMUTH MARK DISK
 MP0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MP0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0621+STABILITY: SURFACE MOTION
 MP0621
 MP0621  HISTORY     - Date     Condition        Report By
 MP0621  HISTORY     - 1937     MONUMENTED       CGS
 MP0621  HISTORY     - 1948     GOOD             CGS
 MP0621
 MP0621                          STATION DESCRIPTION
 MP0621
 MP0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0621'THIS STATION IS ABOUT 3 MILES N AND 12 MILES W OF SARATOGA,
 MP0621'WYOMING.  STATION IS LOCATED ABOUT 5 FEET E OF THE SAGE CREEK
 MP0621'RIM ON THE OPEN RANGE LAND ABOUT 3 MILES NE OF A SADDLE IN
 MP0621'THE RIM.
 MP0621'
 MP0621'STATION IS MARKED BY A STANDARD AZIMUTH MARK DISK.
 MP0621'
 MP0621'THERE ARE NO REFERENCE MARKS.
 MP0621'
 MP0621'TO REACH STATION FROM DIXON, WYOMING, GO N ON DIRT ROAD FROM
 MP0621'THE N END OF THE MAIN STREET AND FOLLOW THE MAIN-TRAVELED ROAD
 MP0621'N AND NE 11.9 MILES TO A RIGHT TURN AT A FENCE CORNER.  KEEP
 MP0621'RIGHT N AND NE FOR 0.9 MILE TO A FORK.  THENCE TAKE LEFT FORK,
 MP0621'N, ON MAIN-TRAVELED ROAD 1.7 MILES TO A WHITE SCHOOLHOUSE ON
 MP0621'THE RIGHT.  CONTINUE N FOR 0.55 MILE TO A RIGHT TURN.  GO E
 MP0621'FOR 0.25 MILE TO A LEFT TURN.  THENCE GO N 0.3 MILE TO WHERE
 MP0621'MAIN-TRAVELED ROAD TURNS RIGHT THROUGH A CATTLE GUARD.  GO
 MP0621'EAST THROUGH CATTLE GUARD AND FOLLOW MAIN-TRAVELED ROAD N AND
 MP0621'NE 9.5 MILES TO A FORK.  (TULLIS POST OFFICE IS ON RIGHT
 MP0621'FORK).  KEEP LEFT FORK THE MAIN TRAVELED ROAD FOR 3.3 MILES
 MP0621'TO AN INTERSECTION WITH A GRADED N AND S ROAD.  KEEP TO
 MP0621'THE LEFT, N ON MAIN ROAD FOR 0.75 MILE TO A TRACK ROAD
 MP0621'RIGHT AT SIGN (PETER HANSEN RANCH 2 MILES).  KEEP
 MP0621'STRAIGHT N ON GRADED ROAD 11.2 MILES TO A TRACK ROAD RIGHT
 MP0621'AT THE TOP OF A HILL, WITH A TIN ARROW SIGN.  HERE TURN
 MP0621'RIGHT E, ON THIS ROAD FOR 1.1 MILES TO A FORK.  HERE TAKE
 MP0621'LEFT FORK (THE GENERAL DIRECTION OF TRAVEL FROM HERE TO STATION
 MP0621'IS NORTHEASTERLY), FOR 0.5 MILE TO A TRACK ROAD COMING IN FROM
 MP0621'THE RIGHT.  KEEP STRAIGHT AHEAD 0.15 MILE TO ANOTHER ROAD
 MP0621'COMING IN FROM THE RIGHT.  KEEP STRAIGHT AHEAD FOR 0.15 MILE
 MP0621'TO A FORK AT AN OLD FENCE LINE.  TAKE LEFT FORK FOR 0.25
 MP0621'MILE TO A TRACK ROAD COMING IN FROM THE RIGHT.  KEEP
 MP0621'STRAIGHT AHEAD FOR 3.45 MILES TO ANOTHER TRACK ROAD COMING IN
 MP0621'FROM THE RIGHT.  KEEP STRAIGHT AHEAD FOR 0.8 MILE TO A TRACK
 MP0621'ROAD COMING IN FROM THE LEFT.  KEEP STRAIGHT AHEAD ON RUTTED
 MP0621'ROAD 0.2 MILE TO A BRIDGE IN THE BOTTOM OF A DRAW.  CROSS BRIDGE
 MP0621'AND TAKE ROAD ON LEFT LEADING OUT OF DRAW FOR 2.3 MILES TO A
 MP0621'ROAD COMING IN FROM THE LEFT.  KEEP STRAIGHT AHEAD FOR 0.1 MILE
 MP0621'TO A SIDE ROAD TO THE S.  KEEP STRAIGHT AHEAD FOR 0.55 MILE TO
 MP0621'A ROAD COMING IN FROM THE LEFT.  KEEP STRAIGHT AHEAD FOR 1.55
 MP0621'MILES TO A FORK.  HERE TAKE LEFT FORK FOR 0.5 MILE TO A SMALL
 MP0621'TIN ARROW SIGN ON LEFT OF ROAD.  HERE LEAVE ROAD, TURN LEFT,
 MP0621'N FOR 0.2 MILE TO THE EDGE OF RIM AND TO STATION JACK.
 MP0621'FROM HERE FOLLOW THE EDGE OF THE RIM FOR 2.9 MILES
 MP0621'NORTHERLY TO THE STATION SITE.
 MP0621
 MP0621                          STATION RECOVERY (1948)
 MP0621
 MP0621'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0621'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MP0621'THIS STATION WAS NOT OCCUPIED NOR OBSERVED ON SINCE IT IS NOT
 MP0621'VISABLE FROM THE GROUND AT STATION JACK 1937.
 MP0621'
 MP0621'THIS STATION, A BRONZE AZIMUTH DISK, IS LOCATED ABOUT 13 MILES
 MP0621'AIR LINE WEST-NORTHWEST OF SARATOGA IN OPEN RANGE LAND, ABOUT
 MP0621'3 MILES NORTHEAST OF A SADDLE IN RIM, 5 FEET EAST OF THE SAGE
 MP0621'CREEK RIM, SET IN TOP OF A 8X8 CONCRETE POST, PROJECTS 6 INCHES,
 MP0621'STAMPED JACK 1937.
 MP0621'
 MP0621'TO REACH FROM SARATOGA.  GO WEST ON GRADED ROAD FOR 1.0 MILE
 MP0621'TO A FORK.  TURN LEFT, GO 2.0 MILES TO A ROAD RIGHT.  TURN RIGHT,
 MP0621'GO 3.0 MILES TO A POINT WHERE THE ROAD TURNS LEFT.  TURN LEFT,
 MP0621'FOLLOW MAIN ROAD FOR 6.8 MILES TO WHERE THE MAIN ROAD TURNS
 MP0621'RIGHT AND A TRACK ROAD GOES STRAIGHT AHEAD.  CONTINUE STRAIGHT
 MP0621'AHEAD FOR 1.2 MILE TO A FORK.  TURN RIGHT AND GO 0.2 MILE TO
 MP0621'A CATTLE GUARD.  CONTINUE 5.5 MILES TO A ROAD LEFT.  HERE TURN
 MP0621'RIGHT, GO ACROSS COUNTRY (NORTH) FOR 0.15 MILE TO THE STATION
 MP0621'JACK 1937.
 MP0621'
 MP0621'FROM TRIANGULATION STATION JACK 1937.  CONTINUE NORTHERLY ALONG
 MP0621'THE RIM FOR 2.9 MILES TO THE STATION AS DESCRIBED ABOVE.  A
 MP0621'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0353 ***********************************************************************
 OW0353  DESIGNATION -  JACK ET
 OW0353  PID         -  OW0353
 OW0353  STATE/COUNTY-  WY/FREMONT
 OW0353  USGS QUAD   -  FREMONT PEAK SOUTH (1991)
 OW0353
 OW0353                         *CURRENT SURVEY CONTROL
 OW0353  ___________________________________________________________________
 OW0353* NAD 83(1993)-  43 07 10.28467(N)    109 36 12.73676(W)     ADJUSTED  
 OW0353* NAVD 88     -      4121.5    (meters)   13522.     (feet)  VERTCON   
 OW0353  ___________________________________________________________________
 OW0353  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 OW0353  GEOID HEIGHT-          -7.72  (meters)                     GEOID03
 OW0353
 OW0353  HORZ ORDER  -  THIRD
 OW0353
 OW0353.The horizontal coordinates were established by classical geodetic methods
 OW0353.and adjusted by the National Geodetic Survey in January 1997..
 OW0353
 OW0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0353
 OW0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0353
 OW0353.The geoid height was determined by GEOID03.
 OW0353
 OW0353;                    North         East     Units Scale Factor Converg.
 OW0353;SPC WYWC     -   291,284.928   530,540.910   MT  0.99999683   -0 35 00.4
 OW0353;SPC WY W     -   391,043.026   839,044.649   MT  0.99995625   +0 19 40.6
 OW0353;UTM  12      - 4,775,034.197   613,603.200   MT  0.99975876   +0 57 16.6
 OW0353
 OW0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0353!SPC WYWC     -   0.99935529  x   0.99999683  =   0.99935212
 OW0353!SPC WY W     -   0.99935529  x   0.99995625  =   0.99931157
 OW0353!UTM  12      -   0.99935529  x   0.99975876  =   0.99911420
 OW0353
 OW0353:                Primary Azimuth Mark                     Grid Az
 OW0353:SPC WYWC     -  TIT                                      265 26 29.5
 OW0353:SPC WY W     -  TIT                                      264 31 48.5
 OW0353:UTM  12      -  TIT                                      263 54 12.5
 OW0353
 OW0353|---------------------------------------------------------------------|
 OW0353| PID    Reference Object                     Distance      Geod. Az  |
 OW0353|                                                           dddmmss.s |
 OW0353| OW0354 TIT                                 APPROX. 8.2 KM 2645129.1 |
 OW0353| OW0356 GANNETT PEAK CAIRN                  APPROX. 8.3 KM 3301000.9 |
 OW0353|---------------------------------------------------------------------|
 OW0353
 OW0353                          SUPERSEDED SURVEY CONTROL
 OW0353
 OW0353  NAD 83(1986)-  43 07 10.27015(N)    109 36 12.72664(W) AD(       ) 3
 OW0353  NAD 27      -  43 07 10.44763(N)    109 36 10.20302(W) AD(       ) 3
 OW0353  NGVD 29 (07/19/86) 4119.8    (m)        13516.     (f) VERT ANG       
 OW0353
 OW0353.Superseded values are not recommended for survey control.
 OW0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0353.See file dsdata.txt to determine how the superseded data were derived.
 OW0353
 OW0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN1360375034(NAD 83)
 OW0353_MARKER: DD = SURVEY DISK
 OW0353_SETTING: 80 = SET IN A BOULDER
 OW0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0353+STABILITY: SURFACE MOTION
 OW0353
 OW0353  HISTORY     - Date     Condition        Report By
 OW0353  HISTORY     - 1968     MONUMENTED       USGS
 OW0353
 OW0353                          STATION DESCRIPTION
 OW0353
 OW0353'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OW0353'STATION IS LOCATED ON HIGHEST POINT OF MOUNT JACKSON, WIND RIVER RANGE
 OW0353'WHICH IS THE FIRST AND HIGHEST SUMMIT S. OF FREMONT PEAK.  SITE IS
 OW0353'ABOUT 10 FT. E. OF ESCARPMENT.
 OW0353'
 OW0353'STATION MARK - STANDARD TABLET SET IN LARGE BOULDER , STAMPED ---JACK
 OW0353'1968 VA---.  SITE IS 5.0 FT. IN AZIMUTH FROM ORIGINAL CAIRN.  A NEW
 OW0353'CAIRN WAS CONSTRUCTED OVER STATION MARK.
 OW0353'
 OW0353'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0433 ***********************************************************************
 OV0433  DESIGNATION -  JACKPOT
 OV0433  PID         -  OV0433
 OV0433  STATE/COUNTY-  WY/NATRONA
 OV0433  USGS QUAD   -  DEADMAN BUTTE (1973)
 OV0433
 OV0433                         *CURRENT SURVEY CONTROL
 OV0433  ___________________________________________________________________
 OV0433* NAD 83(1993)-  43 16 55.48654(N)    107 11 15.58459(W)     ADJUSTED  
 OV0433* NAVD 88     -      2230.5    (meters)    7318.     (feet)  VERTCON   
 OV0433  ___________________________________________________________________
 OV0433  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 OV0433  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 OV0433
 OV0433  HORZ ORDER  -  THIRD
 OV0433
 OV0433.The horizontal coordinates were established by classical geodetic methods
 OV0433.and adjusted by the National Geodetic Survey in January 1997..
 OV0433
 OV0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0433
 OV0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0433
 OV0433.The geoid height was determined by GEOID03.
 OV0433
 OV0433;                    North         East     Units Scale Factor Converg.
 OV0433;SPC WYEC     -   408,999.893   411,822.931   MT  0.99993922   +0 05 59.5
 OV0433;UTM  13      - 4,794,463.807   322,502.448   MT  0.99998757   -1 30 00.8
 OV0433
 OV0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0433!SPC WYEC     -   0.99965230  x   0.99993922  =   0.99959154
 OV0433!UTM  13      -   0.99965230  x   0.99998757  =   0.99963988
 OV0433
 OV0433:                Primary Azimuth Mark                     Grid Az
 OV0433:SPC WYEC     -  BADWATER                                 276 06 47.6
 OV0433:UTM  13      -  BADWATER                                 277 42 47.9
 OV0433
 OV0433|---------------------------------------------------------------------|
 OV0433| PID    Reference Object                     Distance      Geod. Az  |
 OV0433|                                                           dddmmss.s |
 OV0433| OV0427 BADWATER                            APPROX.13.6 KM 2761247.1 |
 OV0433|---------------------------------------------------------------------|
 OV0433
 OV0433                          SUPERSEDED SURVEY CONTROL
 OV0433
 OV0433  NAD 83(1986)-  43 16 55.46752(N)    107 11 15.57309(W) AD(       ) 3
 OV0433  NGVD 29 (09/08/93) 2229.3    (m)         7314.     (f) VERT ANG       
 OV0433
 OV0433.Superseded values are not recommended for survey control.
 OV0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0433.See file dsdata.txt to determine how the superseded data were derived.
 OV0433
 OV0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH2250294464(NAD 83)
 OV0433_MARKER: DD = SURVEY DISK
 OV0433_SETTING: 66 = SET IN ROCK OUTCROP
 OV0433_SP_SET: SET IN ROCK OUTCROP
 OV0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0433+STABILITY: POSITION/ELEVATION WELL
 OV0433
 OV0433  HISTORY     - Date     Condition        Report By
 OV0433  HISTORY     - 1905     MONUMENTED       USGS
 OV0433  HISTORY     - 1950     GOOD             USGS
 OV0433
 OV0433                          STATION DESCRIPTION
 OV0433
 OV0433'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OV0433'RECOVERED AND REDESCRIBED AS FOLLOWS
 OV0433'
 OV0433'STATION LIES ON HIGH FLAT TOPPED RIDGE WHICH IS ABOUT 10 MI. NE.
 OV0433'OF ARMINTO, WYOMING.  IN NE. 1/4 SEC. 8, T 38 N, R 86 W.
 OV0433'
 OV0433'TO REACH STATION FROM POST OFFICE IN ARMINTO, PROCEED N. 0.1 MI. TO
 OV0433'Y-FORK, THENCE LEFT (N.) 1.1 MI. TO T-RD. INTERSECTION AT SIGN
 OV0433'BADWATER, CONTINUE N. ON MAIN RD. 10.1 MI. TO TRAIL RIGHT, THENCE
 OV0433'RIGHT (NORTHEASTERLY) ON TRAIL 0.15 MI. TO Y-FORK, THENCE RIGHT
 OV0433'(SOUTHEASTERLY) ON TRAIL TOWARD HEAD OF NARROW VALLEY 0.3 MI. TO
 OV0433'NEAR HEAD OF VALLEY, THENCE SHARP RIGHT ON OLD DIM TRAIL TOWARD
 OV0433'HEAD OF SMALLER VALLEY MAKING WESTERLY 0.4 MI. TO TOP OF RIM,
 OV0433'THENCE SHARP RIGHT ON DIM TRAIL ALONG EDGE OF RIM AND SOUTHWESTERLY
 OV0433'0.65 MI. TO DRY WASH, CONTINUE ACROSS GRASSY AREA PASSING TO N. OF
 OV0433'LOW RIM 0.5 MI., TO ROCKY POINT OF LOW RIM, STATION LIES ON TOP OF
 OV0433'HIGHEST FLAT TOPPED RIDGE ABOUT 1.0 MI. S., CONTINUE ON OLD TRAIL
 OV0433'SW. 0.5 MI. TO SHALLOW DRAW AND BREAK IN RIM ON S., THENCE LEFT (E.)
 OV0433'0.3 MI. TO HIGHEST PART OF RIDGE AND END OF TRUCK TRAVEL.  TWENTY-FIVE
 OV0433'MINUTE PACK TRIP TO STATION ON HIGHEST FLAT TOPPED RIDGE TO S.
 OV0433'
 OV0433'STATION MARK--STANDARD USGS TABLET, SET IN ROCK OUTCROP NEAR SW. POINT
 OV0433'OF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0324 ***********************************************************************
 OW0324  DESIGNATION -  JACKS
 OW0324  PID         -  OW0324
 OW0324  STATE/COUNTY-  WY/PARK
 OW0324  USGS QUAD   -  FRANCS PEAK (1991)
 OW0324
 OW0324                         *CURRENT SURVEY CONTROL
 OW0324  ___________________________________________________________________
 OW0324* NAD 83(1993)-  43 59 24.20912(N)    109 22 04.56475(W)     ADJUSTED  
 OW0324* NAVD 88     -      3417.2    (meters)   11211.     (feet)  VERTCON   
 OW0324  ___________________________________________________________________
 OW0324  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 OW0324  GEOID HEIGHT-          -7.85  (meters)                     GEOID03
 OW0324
 OW0324  HORZ ORDER  -  THIRD
 OW0324
 OW0324.The horizontal coordinates were established by classical geodetic methods
 OW0324.and adjusted by the National Geodetic Survey in January 1997..
 OW0324
 OW0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0324
 OW0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0324
 OW0324.The geoid height was determined by GEOID03.
 OW0324
 OW0324;                    North         East     Units Scale Factor Converg.
 OW0324;SPC WYWC     -   387,830.369   550,432.601   MT  0.99996771   -0 25 45.1
 OW0324;UTM  12      - 4,872,063.362   630,871.889   MT  0.99981065   +1 08 01.3
 OW0324
 OW0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0324!SPC WYWC     -   0.99946568  x   0.99996771  =   0.99943341
 OW0324!UTM  12      -   0.99946568  x   0.99981065  =   0.99927643
 OW0324
 OW0324:                Primary Azimuth Mark                     Grid Az
 OW0324:SPC WYWC     -  FRANCS PK 2                              144 39 01.2
 OW0324:UTM  12      -  FRANCS PK 2                              143 05 14.8
 OW0324
 OW0324|---------------------------------------------------------------------|
 OW0324| PID    Reference Object                     Distance      Geod. Az  |
 OW0324|                                                           dddmmss.s |
 OW0324| OW0325 FRANCS PK 2                         APPROX. 3.9 KM 1441316.1 |
 OW0324|---------------------------------------------------------------------|
 OW0324
 OW0324                          SUPERSEDED SURVEY CONTROL
 OW0324
 OW0324  NAD 83(1986)-  43 59 24.19905(N)    109 22 04.55355(W) AD(       ) 3
 OW0324  NAD 27      -  43 59 24.36449(N)    109 22 02.00330(W) AD(       ) 3
 OW0324  NGVD 29 (07/19/86) 3415.6    (m)        11206.     (f) VERT ANG       
 OW0324
 OW0324.Superseded values are not recommended for survey control.
 OW0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0324.See file dsdata.txt to determine how the superseded data were derived.
 OW0324
 OW0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP3087272063(NAD 83)
 OW0324_MARKER: DD = SURVEY DISK
 OW0324_SETTING: 0 = UNSPECIFIED SETTING
 OW0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0324
 OW0324  HISTORY     - Date     Condition        Report By
 OW0324  HISTORY     - 1954     MONUMENTED       USGS
 OW0324
 OW0324                          STATION DESCRIPTION
 OW0324
 OW0324'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0324'STATION LOCATED 34 MI. AIR NE. OF DUBOIS, WYOMING, ON THE HIGHEST
 OW0324'POINT OF A HILL.  THIS HILL IS 2.5 MI. AIR N. OF FRANCS PEAK.  TO
 OW0324'REACH FROM GREYBULL PASS, WHICH IS LOCATED AT THE HEADWATERS OF COW
 OW0324'CREEK AND WIGGINS FORK, GO NE. ABOUT 6 MI. VIA TRAIL TO GREYBULL RIVER
 OW0324'THENCE GO NORTHERLY ALONG TRAIL ABOUT 1.5 MI. TO JUNCTION WITH TRAIL
 OW0324'FROM E., THENCE GO EASTERLY ALONG THIS TRAIL TO TOP OF RIDGE, ABOUT
 OW0324'2 MI. VIA TRAIL.  STATION IS LOCATED ABOUT 700 FT. N. OF THIS POINT.
 OW0324'HORSES MAY BE TAKEN TO THE TOP.  TOP IS ABOUT FOUR HOURS HORSEBACK
 OW0324'FROM GREYBULL PASS.
 OW0324'
 OW0324'STATION MARK - STANDARD TABLET SET IN PLACED STONE, 0.2 FT. ABOVE
 OW0324'GROUND, STAMPED ---JACKS 1954---.
 OW0324'
 OW0324'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0796 ***********************************************************************
 OX0796  DESIGNATION -  JACKSON PEAK CAIRN
 OX0796  PID         -  OX0796
 OX0796  STATE/COUNTY-  WY/TETON
 OX0796  USGS QUAD   -  CACHE CREEK (1996)
 OX0796
 OX0796                         *CURRENT SURVEY CONTROL
 OX0796  ___________________________________________________________________
 OX0796* NAD 83(1993)-  43 27 44.44082(N)    110 37 35.94674(W)     ADJUSTED  
 OX0796* NAVD 88     -      3275.4    (meters)   10746.     (feet)  VERTCON   
 OX0796  ___________________________________________________________________
 OX0796  LAPLACE CORR-          10.75  (seconds)                    DEFLEC99
 OX0796  GEOID HEIGHT-          -9.41  (meters)                     GEOID03
 OX0796
 OX0796  HORZ ORDER  -  THIRD
 OX0796
 OX0796.The horizontal coordinates were established by classical geodetic methods
 OX0796.and adjusted by the National Geodetic Survey in January 1997..
 OX0796
 OX0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0796
 OX0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0796
 OX0796.The geoid height was determined by GEOID03.
 OX0796
 OX0796;                    North         East     Units Scale Factor Converg.
 OX0796;SPC WY W     -   429,159.183   756,033.614   MT  0.99996127   -0 22 25.5
 OX0796;UTM  12      - 4,812,227.155   530,201.841   MT  0.99961122   +0 15 24.6
 OX0796
 OX0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0796!SPC WY W     -   0.99948811  x   0.99996127  =   0.99944940
 OX0796!UTM  12      -   0.99948811  x   0.99961122  =   0.99909952
 OX0796
 OX0796:                Primary Azimuth Mark                     Grid Az
 OX0796:SPC WY W     -  INDIAN                                   233 23 07.8
 OX0796:UTM  12      -  INDIAN                                   232 45 17.7
 OX0796
 OX0796|---------------------------------------------------------------------|
 OX0796| PID    Reference Object                     Distance      Geod. Az  |
 OX0796|                                                           dddmmss.s |
 OX0796| OX0812 INDIAN                              APPROX.32.8 KM 2330042.3 |
 OX0796|---------------------------------------------------------------------|
 OX0796
 OX0796                          SUPERSEDED SURVEY CONTROL
 OX0796
 OX0796  NAD 83(1993)-  43 27 44.43565(N)    110 37 35.94240(W) AD(       ) 3
 OX0796  NAD 83(1986)-  43 27 44.42977(N)    110 37 35.93271(W) AD(       ) 3
 OX0796  NAD 27      -  43 27 44.67900(N)    110 37 33.21300(W) AD(       ) 3
 OX0796  NGVD 29 (07/19/86) 3273.9    (m)        10741.     (f) VERT ANG       
 OX0796
 OX0796.Superseded values are not recommended for survey control.
 OX0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0796.See file dsdata.txt to determine how the superseded data were derived.
 OX0796
 OX0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3020212227(NAD 83)
 OX0796_MARKER: 72 = CAIRN
 OX0796
 OX0796  HISTORY     - Date     Condition        Report By
 OX0796  HISTORY     - 1898     FIRST OBSERVED   USGS
 OX0796  HISTORY     - 1946     GOOD             USGS
 OX0796
 OX0796                          STATION DESCRIPTION
 OX0796
 OX0796'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 OX0796'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0463 ***********************************************************************
 NR0463  DESIGNATION -  JADE
 NR0463  PID         -  NR0463
 NR0463  STATE/COUNTY-  WY/FREMONT
 NR0463  USGS QUAD   -  CROOKS MOUNTAIN (1984)
 NR0463
 NR0463                         *CURRENT SURVEY CONTROL
 NR0463  ___________________________________________________________________
 NR0463* NAD 83(1993)-  42 24 00.22635(N)    107 57 31.47705(W)     ADJUSTED  
 NR0463* NAVD 88     -      2498.5    (meters)    8197.     (feet)  VERTCON   
 NR0463  ___________________________________________________________________
 NR0463  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 NR0463  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 NR0463
 NR0463  HORZ ORDER  -  THIRD
 NR0463
 NR0463.The horizontal coordinates were established by classical geodetic methods
 NR0463.and adjusted by the National Geodetic Survey in January 1997..
 NR0463
 NR0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0463
 NR0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0463
 NR0463.The geoid height was determined by GEOID03.
 NR0463
 NR0463;                    North         East     Units Scale Factor Converg.
 NR0463;SPC WYWC     -   211,316.098   665,140.087   MT  0.99998969   +0 32 00.8
 NR0463;UTM  13      - 4,698,437.821   256,494.727   MT  1.00032961   -1 59 45.8
 NR0463;UTM  12      - 4,698,677.822   750,296.669   MT  1.00037088   +2 03 06.4
 NR0463
 NR0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0463!SPC WYWC     -   0.99961038  x   0.99998969  =   0.99960007
 NR0463!UTM  13      -   0.99961038  x   1.00032961  =   0.99993986
 NR0463!UTM  12      -   0.99961038  x   1.00037088  =   0.99998111
 NR0463
 NR0463:                Primary Azimuth Mark                     Grid Az
 NR0463:SPC WYWC     -  GREEN                                    262 28 18.1
 NR0463:UTM  13      -  GREEN                                    265 00 04.7
 NR0463:UTM  12      -  GREEN                                    260 57 12.5
 NR0463
 NR0463|---------------------------------------------------------------------|
 NR0463| PID    Reference Object                     Distance      Geod. Az  |
 NR0463|                                                           dddmmss.s |
 NR0463| NS0187 GREEN                               APPROX. 6.4 KM 2630018.9 |
 NR0463|---------------------------------------------------------------------|
 NR0463
 NR0463                          SUPERSEDED SURVEY CONTROL
 NR0463
 NR0463  NAD 83(1986)-  42 24 00.21263(N)    107 57 31.47512(W) AD(       ) 3
 NR0463  NAD 27      -  42 24 00.37265(N)    107 57 29.18014(W) AD(       ) 3
 NR0463  NGVD 29 (07/19/86) 2497.2    (m)         8193.     (f) VERT ANG       
 NR0463
 NR0463.Superseded values are not recommended for survey control.
 NR0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0463.See file dsdata.txt to determine how the superseded data were derived.
 NR0463
 NR0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG5649598438(NAD 83)
 NR0463
 NR0463  HISTORY     - Date     Condition        Report By
 NR0463  HISTORY     - 1948     MONUMENTED       USGS
 NR0463  HISTORY     - 1950     GOOD             USGS
 NR0463
 NR0463                          STATION DESCRIPTION
 NR0463
 NR0463'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (SLB)
 NR0463'STATION RECOVERED IN GOOD CONDITION, DUE TO OIL
 NR0463'DRILLING OPERATIONS, AN ALTERNATE ROUTE IS SUBMITTED AS FOLLOWS
 NR0463'
 NR0463'TO REACH FROM BRIDGE OVER SWEETWATER RIVER ON U.S. HIGHWAY 287,
 NR0463'APPROXIMATELY 43 MI. E. OF LANDER, WYOMING, GO E. ON HIGHWAY 287 19.9
 NR0463'MI. TO JUNCTION JOHN KIRK RANCH RD. JUST W. OF C. W. MITCHELLS
 NR0463'SERVICE STATION, TURN RIGHT (S.) ON MAIN RD. 5.2 MI. TO Y-RD.  TAKE
 NR0463'LEFT RD. 2.0 MI. TO T-RD. W. AT AIR STRIP, CONTINUE STRAIGHT ON MAIN
 NR0463'RD. 1.9 MI. TO T-RD. NW., CONTINUE ON MAIN RD. 1.9 MI. TO Y-RD., TAKE
 NR0463'RIGHT WESTERLY UP MOUNTAIN ON MAIN GRADED RD. 8.1 MI. TO OIL WELL,
 NR0463'THENCE NW. ON BLADED TRAIL 0.6 MI. TO CREST OF RIDGE, THENCE LEFT
 NR0463'WESTERLY CROSS COUNTRY 0.3 MI. TO HIGHEST POINT AND STATION ON BARE
 NR0463'ROCKY RIDGE.  STATION IS LOCATED IN SEC. 21, T 28 N, R 93 W.
 NR0463'
 NR0463'RECOVERED.
 NR0463'
 NR0463'STATION MARK--STANDARD BRONZE TABLET CEMENTED INTO A DRILLED HOLE
 NR0463'IN ROCK OUTCROP, STAMPED ---JADE 1948 8191---.
 NR0463'
 NR0463'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE MARK TABLET CEMENTED
 NR0463'INTO A DRILLED HOLE IN ROCK OUTCROP, 31.91 FT. FROM STATION,
 NR0463'S 52 DEG 25 MIN E.
 NR0463'
 NR0463'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE MARK TABLET CEMENTED
 NR0463'INTO A DRILLED HOLE IN ROCK OUTCROP, 34.09 FT. FROM STATION,
 NR0463'S 72 DEG 35 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0771 ***********************************************************************
 MR0771  DESIGNATION -  JAGGED
 MR0771  PID         -  MR0771
 MR0771  STATE/COUNTY-  WY/SWEETWATER
 MR0771  USGS QUAD   -  WILDCAT BUTTE (1964)
 MR0771
 MR0771                         *CURRENT SURVEY CONTROL
 MR0771  ___________________________________________________________________
 MR0771* NAD 83(1993)-  41 28 10.29069(N)    110 01 46.63328(W)     ADJUSTED  
 MR0771* NAVD 88     -      2117.0    (meters)    6946.     (feet)  VERTCON   
 MR0771  ___________________________________________________________________
 MR0771  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 MR0771  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 MR0771
 MR0771  HORZ ORDER  -  FIRST
 MR0771
 MR0771.The horizontal coordinates were established by classical geodetic methods
 MR0771.and adjusted by the National Geodetic Survey in January 1997..
 MR0771
 MR0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0771
 MR0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0771
 MR0771.The geoid height was determined by GEOID03.
 MR0771
 MR0771;                    North         East     Units Scale Factor Converg.
 MR0771;SPC WYWC     -   108,453.045   493,112.100   MT  1.00007805   -0 50 50.9
 MR0771;SPC WY W     -   207,663.943   804,486.649   MT  0.99993775   +0 02 08.1
 MR0771;UTM  12      - 4,591,335.361   581,029.014   MT  0.99968080   +0 38 33.5
 MR0771
 MR0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0771!SPC WYWC     -   0.99967040  x   1.00007805  =   0.99974842
 MR0771!SPC WY W     -   0.99967040  x   0.99993775  =   0.99960817
 MR0771!UTM  12      -   0.99967040  x   0.99968080  =   0.99935130
 MR0771
 MR0771|---------------------------------------------------------------------|
 MR0771| PID    Reference Object                     Distance      Geod. Az  |
 MR0771|                                                           dddmmss.s |
 MR0771| CP5591 JAGGED RM 1                          20.270 METERS 06720     |
 MR0771| CP5593 JAGGED RM 3 AZIMUTH                                1133315.3 |
 MR0771| CP5592 JAGGED RM 2                          23.848 METERS 14211     |
 MR0771| MR0774 MICROWAVE REL TWR SSW GRANGER       APPROX. 7.9 KM 2155835.8 |
 MR0771| MR0773 AIRWAY BN 11 11 MI SSW GRANGER      APPROX. 3.5 KM 2170504.9 |
 MR0771| MR0772 CHURCH                              APPROX. 8.9 KM 2410618.6 |
 MR0771| CP5837 ROUTE F1 21945.1 STA 1145+30 PC                    2895242.7 |
 MR0771|---------------------------------------------------------------------|
 MR0771
 MR0771                          SUPERSEDED SURVEY CONTROL
 MR0771
 MR0771  NAD 83(1986)-  41 28 10.28111(N)    110 01 46.62467(W) AD(       ) 1
 MR0771  NAD 27      -  41 28 10.43890(N)    110 01 44.09880(W) AD(       ) 1
 MR0771  NGVD 29 (07/19/86) 2115.6    (m)         6941.     (f) VERT ANG       
 MR0771
 MR0771.Superseded values are not recommended for survey control.
 MR0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0771.See file dsdata.txt to determine how the superseded data were derived.
 MR0771
 MR0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL8102991335(NAD 83)
 MR0771_MARKER: DS = TRIANGULATION STATION DISK
 MR0771_SETTING: 66 = SET IN ROCK OUTCROP
 MR0771
 MR0771  HISTORY     - Date     Condition        Report By
 MR0771  HISTORY     - 1962     MONUMENTED       CGS
 MR0771  HISTORY     - 1964     GOOD             USGS
 MR0771  HISTORY     - 1974     GOOD             NGS
 MR0771  HISTORY     - 1975     GOOD             NGS
 MR0771
 MR0771                          STATION DESCRIPTION
 MR0771
 MR0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0771'THE STATION IS ABOUT 17-1/2 MILES NORTHEAST OF LYMAN, 10 MILES
 MR0771'SOUTHWEST OF LITTLE AMERICA, 8-1/2 MILES SOUTH-SOUTHWEST
 MR0771'OF GRANGER, ABOUT 1/2 MILE EAST AND ABOUT 300 FEET HIGHER
 MR0771'THAN THE HIGHWAY AND ON THE HIGHEST POINT OF A PROMINENT
 MR0771'JAGGED BUTTE.
 MR0771'
 MR0771'TO REACH THE STATION FROM LITTLE AMERICA, GO WESTERLY ON
 MR0771'U.S. HIGHWAY 30 FOR 2.5 MILES TO THE JUNCTION OF U.S. HIGHWAYS
 MR0771'30 S AND 30 N.  TAKE THE LEFT FORK AND GO SOUTHWESTERLY FOR
 MR0771'8.8 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY
 MR0771'FOR 1.3 MILES TO A GRAVELED SIDE ROAD ON THE LEFT.  TURN
 MR0771'LEFT AND GO SOUTH AND SOUTHEAST 1.2 MILES TO A SIDE ROAD ON
 MR0771'THE LEFT.  TURN LEFT AND GO 0.15 MILE TO A FORK JUST WEST
 MR0771'OF A GAS WELL.  TAKE THE LEFT FORK AND GO 0.8 MILE TO A GAS
 MR0771'WELL.  PASS TO THE LEFT OF THE GAS WELL AND CONTINUE FOR 0.2
 MR0771'MILE TO A PIPE LINE ROAD.  TURN LEFT AND FOLLOW THE PIPE
 MR0771'LINE ROAD FOR 1.3 MILES TO A DIM TRACK ROAD ON THE LEFT.
 MR0771'TURN LEFT AND GO 0.15 MILE TO A POWER LINE.  TURN LEFT
 MR0771'AND FOLLOW A DIM TRACK ROAD ALONG THE RIDGE FOR 0.7 MILE TO
 MR0771'THE STATION.
 MR0771'
 MR0771'THE STATION MARK IS A STANDARD DISK, STAMPED JAGGED 1962,
 MR0771'CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP PROJECTING
 MR0771'3 INCHES.  IT IS 6.7 FEET SOUTH OF A WITNESS POST AND 15.6
 MR0771'FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD.
 MR0771'
 MR0771'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JAGGED NO 1 1962,
 MR0771'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT ROCK OUTCROP PROJECTING
 MR0771'3 INCHES.  IT IS 17.8 FEET NORTH OF THE CENTERLINE OF THE
 MR0771'ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0771'
 MR0771'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JAGGED NO 2
 MR0771'1962, CEMENTED IN A DRILL HOLE IN A 4 BY 6 FOOT ROCK OUTCROP
 MR0771'PROJECTING 1-1/2 FEET ON THE NORTHWEST SIDE AND 10 INCHES ON
 MR0771'THE SOUTHEAST SIDE.  IT IS 62.4 FEET SOUTH OF THE CENTERLINE
 MR0771'OF THE TRACK ROAD AND AT ABOUT THE SAME ELEVATION AS THE
 MR0771'STATION.
 MR0771'
 MR0771'ST. 1145 + 30 (WSHD) IS A BRONZE DISK OF THE WYOMING STATE
 MR0771'HIGHWAY DEPARTMENT SET IN THE TOP OF A 6 BY 6 INCH CONCRETE
 MR0771'POST PROJECTING 8 INCHES.  IT IS 52.0 FEET SOUTH OF A POWERLINE
 MR0771'POLE, 149.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 2
 MR0771'FEET NORTH OF A WITNESS POST.  THE DISK IS STAMPED F 1 21945.1
 MR0771'P.C. ST. 1145 + 30 EL. 6720.20.
 MR0771
 MR0771                          STATION RECOVERY (1964)
 MR0771
 MR0771'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MR0771'REVISED TO REACH DESCRIPTION--TO REACH FROM THE POST OFFICE
 MR0771'IN LYMAN, GO N AND E ON U.S. 30S FOR 17.3 MILES TO END OF
 MR0771'DIVIDED HIGHWAY, TAKE GRAVEL ROAD LEFT AND FOLLOW MAIN
 MR0771'TRAVELED ROAD SW AND S UNDER HIGHWAY FOR 2.4 MILES TO Y-ROAD.
 MR0771'TAKE LEFT FORK FOR 0.2 MILE TO Y-ROAD.  TAKE LEFT FORK FOR
 MR0771'0.8 MILE TO WELL.  GO AROUND S SIDE OF WELL FOR 0.2 MILE TO
 MR0771'PIPELINE.  FOLLOW PIPELINE NE FOR 1.2 MILES.  TURN LEFT ON
 MR0771'TRACK ROAD JUST W OF POWER LINE.  FOLLOW TRACK ROAD NW ALONG
 MR0771'RIDGE FOR 0.8 MILE TO BASE OF BUTTE.  GO UP BUTTE AND GO LEFT
 MR0771'FOR 0.2 MILE TO STATION.
 MR0771
 MR0771                          STATION RECOVERY (1974)
 MR0771
 MR0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MR0771'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 MR0771'IN GOOD CONDITION.  ST 1145 - 30 (WSHD) WAS NOT RECOVERED
 MR0771'AND A NEW REFERENCE MARK 3 WAS SET.  ANGLES AND MEASUREMENTS
 MR0771'TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1962 DATA.
 MR0771'A COMPLETE DESCRIPTION FOLLOWS--
 MR0771'
 MR0771'THE STATION IS LOCATED 17 MILES NORTHEAST OF LYMAN, 8.4 MILES
 MR0771'SOUTHWEST OF LITTLE AMERICA, 1 MILE SOUTHEAST OF THE CLOSEST
 MR0771'POINT ON INTERSTATE HIGHWAY 80 AND 1 MILE EAST OF THE
 MR0771'SWEETWATER-UINTA COUNTY LINE.  IT IS ON A NARROW, FLAT-TOPPED
 MR0771'BUTTE ABOUT 1/2 MILE LONG WITH STEEP ERODED SIDES ON THE
 MR0771'NORTHWEST AND SOUTH.  A 4-WHEEL-DRIVE TRUCK CAN CLIMB THE EAST
 MR0771'SIDE IN DRY WEATHER.
 MR0771'
 MR0771'TO REACH THE STATION FROM THE SOUTH SIDE OF THE CHURCH BUTTE
 MR0771'ROAD EXIT FROM INTERSTATE HIGHWAY 80 FOLLOW GRADED, GRAVEL
 MR0771'ROAD SOUTHERLY 2.1 MILES TO A FORK.  TAKE LEFT FORK EAST AND
 MR0771'NORTH 0.4 MILE TO MICROWAVE TOWER ON LEFT.  CONTINUE NORTHERLY
 MR0771'3.0 MILES TO FORK.  TAKE RIGHT FORK, EAST, 0.2 MILE TO CROSSROAD.
 MR0771'TURN LEFT AND GO NORTHEASTERLY ON GRADED GRAVEL ROAD 0.7 MILE
 MR0771'TO FORK JUST BEFORE REACHING GAS WELL.  TAKE RIGHT FORK AND
 MR0771'GO SOUTHEAST ON TRACK ROAD 0.1 MILE TO PIPELINE ROAD.  TURN
 MR0771'LEFT AND GO NORTHEAST ON TRACK ROAD ALONG PIPELINE 0.7 MILE
 MR0771'TO DIM TRACK ROAD ON LEFT.  TURN LEFT AND FOLLOW DIM TRACK
 MR0771'NORTHERLY 0.7 MILE TO FOOT OF BUTTE ON EAST SIDE.  IN
 MR0771'4-WHEEL-DRIVE CLIMB WEST TO TOP OF BLUFF AND TURN SHARP
 MR0771'LEFT FOR 0.1 MILE TO REFERENCE MARK 3 ON LEFT AT CAIRN.
 MR0771'CONTINUE WEST 0.15 MILE TO STATION.
 MR0771'
 MR0771'THE STATION MARK IS A STANDARD DISK STAMPED JAGGED 1962
 MR0771'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 15 INCHES
 MR0771'SQUARE PROJECTING 2 INCHES ABOVE GROUND.  IT IS 100 FEET NORTH
 MR0771'OF THE RIM OF THE SOUTH SLOPE OF BLUFF AND 6.7 FEET SOUTH OF
 MR0771'A METAL WITNESS POST AND SIGN.
 MR0771'
 MR0771'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JAGGED NO 1 1962
 MR0771'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 3 FEET
 MR0771'SQUARE PROJECTING 4 INCHES ABOVE GROUND.  IT IS 65.4 FEET
 MR0771'EAST-NORTHEAST OF THE WITNESS POST AT THE STATION, AT THE
 MR0771'EDGE OF THE GRADUAL NORTH NORTH SLOPE OF BLUFF AND AT THE
 MR0771'SAME ELEVATION AS THE STATION.
 MR0771'
 MR0771'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JAGGED NO 2 1962
 MR0771'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 10 FEET LONG
 MR0771'BY 8 FEET WIDE PROJECTING 1 FOOT ABOVE GROUND.  IT IS 84.5
 MR0771'FEET SOUTHEAST OF THE WITNESS POST AT THE STATION, 19 FEET
 MR0771'NORTHWEST OF THE TOP OF THE SOUTHEAST SLOPE OF BLUFF AND AT
 MR0771'THE SAME ELEVATION AS THE STATION.
 MR0771'
 MR0771'REFERENCE MARK 3 IS A STANDARD DISK STAMPED JAGGED NO 3 1962
 MR0771'1974 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 2 FEET
 MR0771'SQUARE PROJECTING 10 INCHES ABOVE GROUND.  IT IS 17 FEET
 MR0771'WEST OF THE EAST EDGE OF BUTTE AND 2.7 FEET NORTHEAST OF A
 MR0771'3-FOOT CAIRN.
 MR0771'
 MR0771'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES
 MR0771'NORTHEAST OF LYMAN.
 MR0771
 MR0771                          STATION RECOVERY (1975)
 MR0771
 MR0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFA)
 MR0771'ALL MARKS RECOVERED AS DESCRIBED.  ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0203 ***********************************************************************
 NS0203  DESIGNATION -  JAM
 NS0203  PID         -  NS0203
 NS0203  STATE/COUNTY-  WY/FREMONT
 NS0203  USGS QUAD   -  LEWISTON LAKES (1978)
 NS0203
 NS0203                         *CURRENT SURVEY CONTROL
 NS0203  ___________________________________________________________________
 NS0203* NAD 83(1993)-  42 22 38.91019(N)    108 23 28.15771(W)     ADJUSTED  
 NS0203* NAVD 88     -      2329.6    (meters)    7643.     (feet)  VERTCON   
 NS0203  ___________________________________________________________________
 NS0203  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 NS0203  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NS0203
 NS0203  HORZ ORDER  -  THIRD
 NS0203
 NS0203.The horizontal coordinates were established by classical geodetic methods
 NS0203.and adjusted by the National Geodetic Survey in January 1997..
 NS0203
 NS0203.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0203
 NS0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0203
 NS0203.The geoid height was determined by GEOID03.
 NS0203
 NS0203;                    North         East     Units Scale Factor Converg.
 NS0203;SPC WYWC     -   208,566.250   629,552.403   MT  0.99994824   +0 14 30.7
 NS0203;UTM  12      - 4,694,985.258   714,783.640   MT  1.00016763   +1 45 32.6
 NS0203
 NS0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0203!SPC WYWC     -   0.99963677  x   0.99994824  =   0.99958503
 NS0203!UTM  12      -   0.99963677  x   1.00016763  =   0.99980434
 NS0203
 NS0203:                Primary Azimuth Mark                     Grid Az
 NS0203:SPC WYWC     -  STRAWBERRY                               274 43 02.7
 NS0203:UTM  12      -  STRAWBERRY                               273 12 00.8
 NS0203
 NS0203|---------------------------------------------------------------------|
 NS0203| PID    Reference Object                     Distance      Geod. Az  |
 NS0203|                                                           dddmmss.s |
 NS0203| NS0205 STRAWBERRY                          APPROX. 1.9 KM 2745733.4 |
 NS0203|---------------------------------------------------------------------|
 NS0203
 NS0203                          SUPERSEDED SURVEY CONTROL
 NS0203
 NS0203  NAD 83(1986)-  42 22 38.89494(N)    108 23 28.15780(W) AD(       ) 3
 NS0203  NAD 27      -  42 22 39.04811(N)    108 23 25.78603(W) AD(       ) 3
 NS0203  NGVD 29 (07/19/86) 2328.4    (m)         7639.     (f) VERT ANG       
 NS0203
 NS0203.Superseded values are not recommended for survey control.
 NS0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0203.See file dsdata.txt to determine how the superseded data were derived.
 NS0203
 NS0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM1478494985(NAD 83)
 NS0203
 NS0203  HISTORY     - Date     Condition        Report By
 NS0203  HISTORY     - 1951     MONUMENTED       USGS
 NS0203  HISTORY     - 1953     GOOD             USGS
 NS0203
 NS0203                          STATION DESCRIPTION
 NS0203
 NS0203'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HLP)
 NS0203'STATION LOCATED ON A HIGH ROCKY TOP IN SEC.27,T.28N., R.97W.
 NS0203'FROM LANDER,PROCEED SE. ON U.S. HIGHWAY 287 34 MI. TO CARTER OIL SIGN.
 NS0203'TURN S. AND PROCEED 4.9 MI. ON MAIN RD. TO JUNCTION.  TURN LEFT AT
 NS0203'JUNCTION, DRIVE 3.8 MI. CROSS SWEETWATER RIVER TO THE GATE THRU ELLIS
 NS0203'RANCH.  GO THROUGH GATE AND TURN W. PROCEED 1.7 MI. TAKE LEFT FORK
 NS0203'-MAIN RD.- DRIVE 1.0 MI., TAKE RIGHT FORK -MAIN RD.-  DRIVE 3.5 MI.AND
 NS0203'TURN LEFT.  DRIVE 1.2 MI. TO RD. JUNCTION AND GO STRAIGHT - WOULD BE
 NS0203'LEFT ON Y-RD. -1.5 MI. TURN RIGHT AND PROCEED 0.6 MI. TO Y-RD. TURN
 NS0203'LEFT.  DRIVE 0.6 MI., TURN RIGHT AND PROCEED 0.8 MI. TURN LEFT ACROSS
 NS0203'COUNTRY 1.7 MI. TO HIGH POINT OF HILL AND STATION.
 NS0203'
 NS0203'RECOVERED AND STAMPED ---VABM 7639---.
 NS0203'
 NS0203'STATION MARK - STANDARD BRONZE TABLET CEMENTED INTO OUTCROPPING
 NS0203'BEDROCK, STAMPED ---VABM 7639---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0463 ***********************************************************************
 NQ0463  DESIGNATION -  JAMES
 NQ0463  PID         -  NQ0463
 NQ0463  STATE/COUNTY-  WY/GOSHEN
 NQ0463  USGS QUAD   -  CARPENTER RANCH (1990)
 NQ0463
 NQ0463                         *CURRENT SURVEY CONTROL
 NQ0463  ___________________________________________________________________
 NQ0463* NAD 83(1993)-  42 10 50.27676(N)    104 06 53.97637(W)     ADJUSTED  
 NQ0463* NAVD 88     -      1438.5    (meters)    4719.     (feet)  VERTCON   
 NQ0463  ___________________________________________________________________
 NQ0463  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 NQ0463  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 NQ0463
 NQ0463  HORZ ORDER  -  SECOND
 NQ0463
 NQ0463.The horizontal coordinates were established by classical geodetic methods
 NQ0463.and adjusted by the National Geodetic Survey in January 1997..
 NQ0463
 NQ0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0463
 NQ0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0463
 NQ0463.The geoid height was determined by GEOID03.
 NQ0463
 NQ0463;                    North         East     Units Scale Factor Converg.
 NQ0463;SPC WY E     -   187,175.645   286,880.133   MT  1.00003034   +0 42 22.4
 NQ0463;UTM  13      - 4,670,210.987   573,086.780   MT  0.99966572   +0 35 39.4
 NQ0463
 NQ0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0463!SPC WY E     -   0.99977717  x   1.00003034  =   0.99980750
 NQ0463!UTM  13      -   0.99977717  x   0.99966572  =   0.99944296
 NQ0463
 NQ0463:                Primary Azimuth Mark                     Grid Az
 NQ0463:SPC WY E     -  CHRIS                                    270 49 17.4
 NQ0463:UTM  13      -  CHRIS                                    270 56 00.4
 NQ0463
 NQ0463|---------------------------------------------------------------------|
 NQ0463| PID    Reference Object                     Distance      Geod. Az  |
 NQ0463|                                                           dddmmss.s |
 NQ0463| NQ0686 CHRIS                               APPROX. 9.9 KM 2713139.8 |
 NQ0463|---------------------------------------------------------------------|
 NQ0463
 NQ0463                          SUPERSEDED SURVEY CONTROL
 NQ0463
 NQ0463  NAD 83(1986)-  42 10 50.25442(N)    104 06 53.98731(W) AD(       ) 2
 NQ0463  NAD 27      -  42 10 50.38970(N)    104 06 52.18620(W) AD(       ) 2
 NQ0463  NGVD 29 (09/11/89) 1437.7    (m)         4717.     (f) VERT ANG       
 NQ0463
 NQ0463.Superseded values are not recommended for survey control.
 NQ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0463.See file dsdata.txt to determine how the superseded data were derived.
 NQ0463
 NQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7308770211(NAD 83)
 NQ0463_MARKER: DD = SURVEY DISK
 NQ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0463+STABILITY: SURFACE MOTION
 NQ0463
 NQ0463  HISTORY     - Date     Condition        Report By
 NQ0463  HISTORY     - 1963     MONUMENTED       USGS
 NQ0463  HISTORY     - 1963     GOOD             CGS
 NQ0463
 NQ0463                          STATION DESCRIPTION
 NQ0463
 NQ0463'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NQ0463'THE STATION IS LOCATED ABOUT 8-1/4 MILES NORTH AND 3 MILES
 NQ0463'EAST OF TORRINGTON, ON THE HIGHEST POINT OF A GROUP OF HILLS IN
 NQ0463'RANGE LAND, NEAR THE CENTER OF SEC. 31 T26N R60W, ON PROPERTY
 NQ0463'OF THE MRS. DUDLEY CONOWAY ESTATE AND LEASED BY MR. JOE D. JAMES.
 NQ0463'
 NQ0463'JAMES (USGS), STAMPED JAMES ET 1963, IS A U.S.G.S. STATION
 NQ0463'DISK SET IN THE TOP OF AN 8-INCH SQUARE, CONCRETE MONUMENT THAT
 NQ0463'PROJECTS 4 INCHES.  IT IS 43.4 FEET NORTHEAST OF THE
 NQ0463'WITNESS POST.
 NQ0463
 NQ0463                          STATION RECOVERY (1963)
 NQ0463
 NQ0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 NQ0463'STATION LOCATED ABOUT 8.0 MI. N. AND 4.0 MI. E. OF TORRINGTON,
 NQ0463'GOSHEN COUNTY, WYOMING, ABOUT 2.0 MI. SE. OF MR. JAMES RANCH
 NQ0463'BUILDINGS.  IN T 26 N, R 60 W, SEC. 31, NEAR THE CENTER AND ON
 NQ0463'THE HIGHEST OF A GROUP OF PROMINENT HILLS IN THIS VICINITY.
 NQ0463'
 NQ0463'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 NQ0463'ABOUT 0.3 FT., STAMPED---JAMES-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0560 ***********************************************************************
 PV0560  DESIGNATION -  JAY
 PV0560  PID         -  PV0560
 PV0560  STATE/COUNTY-  WY/CAMPBELL
 PV0560  USGS QUAD   -  PLEASANTDALE (1971)
 PV0560
 PV0560                         *CURRENT SURVEY CONTROL
 PV0560  ___________________________________________________________________
 PV0560* NAD 83(1993)-  44 06 44.61274(N)    105 43 27.18406(W)     ADJUSTED  
 PV0560* NAVD 88     -      1586.2    (meters)    5204.     (feet)  VERTCON   
 PV0560  ___________________________________________________________________
 PV0560  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 PV0560  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 PV0560
 PV0560  HORZ ORDER  -  FIRST
 PV0560
 PV0560.The horizontal coordinates were established by classical geodetic methods
 PV0560.and adjusted by the National Geodetic Survey in January 1997..
 PV0560
 PV0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0560
 PV0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0560
 PV0560.The geoid height was determined by GEOID03.
 PV0560
 PV0560;                    North         East     Units Scale Factor Converg.
 PV0560;SPC WY E     -   401,387.997   155,368.217   MT  0.99996199   -0 23 17.2
 PV0560;UTM  13      - 4,884,611.098   442,046.152   MT  0.99964131   -0 30 14.8
 PV0560
 PV0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0560!SPC WY E     -   0.99975360  x   0.99996199  =   0.99971560
 PV0560!UTM  13      -   0.99975360  x   0.99964131  =   0.99939500
 PV0560
 PV0560:                Primary Azimuth Mark                     Grid Az
 PV0560:SPC WY E     -  GLO 7 RM 1                               021 18 07.6
 PV0560:UTM  13      -  GLO 7 RM 1                               021 25 05.2
 PV0560
 PV0560|---------------------------------------------------------------------|
 PV0560| PID    Reference Object                     Distance      Geod. Az  |
 PV0560|                                                           dddmmss.s |
 PV0560| PV0563 GLO 7 RM 1                          APPROX. 7.1 KM 0205450.4 |
 PV0560| CQ4080 JAY RM                               20.562 METERS 34209     |
 PV0560|---------------------------------------------------------------------|
 PV0560
 PV0560                          SUPERSEDED SURVEY CONTROL
 PV0560
 PV0560  NAD 83(1986)-  44 06 44.59936(N)    105 43 27.15174(W) AD(       ) 1
 PV0560  NAD 27      -  44 06 44.67600(N)    105 43 25.11900(W) AD(       ) 1
 PV0560  NGVD 29 (07/19/86) 1585.5    (m)         5202.     (f) VERT ANG       
 PV0560
 PV0560.Superseded values are not recommended for survey control.
 PV0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0560.See file dsdata.txt to determine how the superseded data were derived.
 PV0560
 PV0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ4204684611(NAD 83)
 PV0560_MARKER: P = PIPE CAP
 PV0560_SETTING: 0 = UNSPECIFIED SETTING
 PV0560
 PV0560  HISTORY     - Date     Condition        Report By
 PV0560  HISTORY     - 1925     MONUMENTED       CGS
 PV0560  HISTORY     - 1970     MARK NOT FOUND   USAF
 PV0560  HISTORY     - 1971     GOOD             USGS
 PV0560
 PV0560                          STATION DESCRIPTION
 PV0560
 PV0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PV0560'ABOUT 21 MILES BY ROAD SOUTHWEST OF GILLETTE, 1-1/4 MILES
 PV0560'SOUTH OF 4-J (OR J-4) RANCH HEADQUARTERS ON TWENTY ONE MILE
 PV0560'BUTTE, ABOUT 3/4 MILE WEST OF COUNTY ROAD FROM GILLETTE TO
 PV0560'SAVAGETON VIA 4-J RANCH AND ABOUT 20 FT. NORTH OF HIGHEST
 PV0560'POINT OF MASS OF HARD ROCKS.  TO REACH FROM GILLETTE, TAKE
 PV0560'ROAD TO 4-J RANCH AND ASK DIRECTIONS THROUGH PASTURE TO BUTTE.
 PV0560'TRUCK CAN BE DRIVEN WITHIN ABOUT 75 METERS (246 FEET) OF
 PV0560'STATION.  SURFACE MARK IS IRON PIPE WITH SCREW CAP.
 PV0560'UNDERGROUND MARK IS TABLET.  REFERENCE MARK IS TABLET IN ROCK,
 PV0560'20.562 METERS (67.46 FEET) FROM STATION N 17 DEG 51 MIN W.
 PV0560
 PV0560                          STATION RECOVERY (1970)
 PV0560
 PV0560'RECOVERY NOTE BY US AIR FORCE 1970
 PV0560'STATION SITE WAS NOT VISITED DUE TO INCLIMATE WEATHER CONDITIONS,
 PV0560'BUT A NEW ROUTE DESCRIPTION WAS WRITTEN TO WITHIN 400 YARDS
 PV0560'OF THE BUTTE ON WHICH THE STATION IS LOCATED.
 PV0560'
 PV0560'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 PV0560'
 PV0560'TO REACH THE BASE OF THE BUTTE ON WHICH THE STATION IS LOCATED
 PV0560'FROM THE U.S. POST OFFICE IN GILLETTE, WYOMING, GO SOUTH ON
 PV0560'GILLETTE, AVENUE FOR 0.25 MILE TO SEVENTH STREET AND THE
 PV0560'GILLETTE HIGH SCHOOL.  TURN RIGHT (EAST) ON SEVENTH STREET
 PV0560'FOR 0.35 MILE TO FOUR-J ROAD.  TURN LEFT (SOUTH) ON FOUR-J
 PV0560'ROAD FOR 16.8 MILES TO A TRACK ROAD AND A WIRE GATE ON THE
 PV0560'RIGHT.  TURN RIGHT (WEST) THROUGH THE WIRE GATE ON TO A
 PV0560'TRACK ROAD ALONG THE SOUTH SIDE OF AN EAST-WEST FENCELINE
 PV0560'FOR 0.75 MILE.  FROM THE POINT, THE BASE OF THE BUTTE IS
 PV0560'APPROXIMATELY 400 YARDS NORTH.
 PV0560'
 PV0560'NOTE--DURING DRY WEATHER, IT WILL BE POSSIBLE TO DRIVE TO THE
 PV0560'BASE OF THE BUTTE AND THE STATION.
 PV0560
 PV0560                          STATION RECOVERY (1971)
 PV0560
 PV0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRS)
 PV0560'TO REACH STATION JAY FROM THE POST OFFICE IN GILLETTE, WYO.
 PV0560'PROCEED FIVE BLOCKS WEST TO THE 4-J ROAD AND TURN LEFT (SOUTH),
 PV0560'PROCEED SOUTH ON HWY. FOR 16.5 MILES TO THE 4-J RANCH, PROCEED
 PV0560'WEST (RIGHT) 0.5 MILE TO THE MAIN BARN, AT BARN TURN LEFT
 PV0560'(SOUTH) THRU GATE AND PROCEED SOUTH AND WEST ON A TRACK ROAD
 PV0560'FOR 0.6 MILE TO A FORK, TAKE LEFT FORK 0.3 MILE TO A GATE
 PV0560'IN A E/W FENCE, PROCEED THRU GATE AND TAKE LEFT FORK 0.3
 PV0560'MILE TO THE SUMMIT AND STATION.  (A FOUR-WHEEL DRIVE VEHICLE
 PV0560'IS NECESSARY FOR LAST 100 FEET OF TRAVEL.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0758 ***********************************************************************
 OX0758  DESIGNATION -  JAY ET
 OX0758  PID         -  OX0758
 OX0758  STATE/COUNTY-  WY/TETON
 OX0758  USGS QUAD   -  CRATER LAKE (1996)
 OX0758
 OX0758                         *CURRENT SURVEY CONTROL
 OX0758  ___________________________________________________________________
 OX0758* NAD 83(1993)-  43 58 20.01859(N)    110 01 07.50211(W)     ADJUSTED  
 OX0758* NAVD 88     -      3333.9    (meters)   10938.     (feet)  VERTCON   
 OX0758  ___________________________________________________________________
 OX0758  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 OX0758  GEOID HEIGHT-          -7.39  (meters)                     GEOID03
 OX0758
 OX0758  HORZ ORDER  -  THIRD
 OX0758
 OX0758.The horizontal coordinates were established by classical geodetic methods
 OX0758.and adjusted by the National Geodetic Survey in January 1997..
 OX0758
 OX0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0758
 OX0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0758
 OX0758.The geoid height was determined by GEOID03.
 OX0758
 OX0758;                    North         East     Units Scale Factor Converg.
 OX0758;SPC WY W     -   485,665.671   805,182.028   MT  0.99993783   +0 02 41.4
 OX0758;UTM  12      - 4,869,256.176   578,707.632   MT  0.99967619   +0 40 52.8
 OX0758
 OX0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0758!SPC WY W     -   0.99947865  x   0.99993783  =   0.99941651
 OX0758!UTM  12      -   0.99947865  x   0.99967619  =   0.99915501
 OX0758
 OX0758:                Primary Azimuth Mark                     Grid Az
 OX0758:SPC WY W     -  ATLANTIC ET                              294 23 12.1
 OX0758:UTM  12      -  ATLANTIC ET                              293 45 00.7
 OX0758
 OX0758|---------------------------------------------------------------------|
 OX0758| PID    Reference Object                     Distance      Geod. Az  |
 OX0758|                                                           dddmmss.s |
 OX0758| PY1223 ATLANTIC ET                         APPROX.10.3 KM 2942553.5 |
 OX0758|---------------------------------------------------------------------|
 OX0758
 OX0758                          SUPERSEDED SURVEY CONTROL
 OX0758
 OX0758  NAD 83(1993)-  43 58 20.01166(N)    110 01 07.49479(W) AD(       ) 3
 OX0758  NAD 83(1986)-  43 58 20.00714(N)    110 01 07.48675(W) AD(       ) 3
 OX0758  NAD 27      -  43 58 20.20203(N)    110 01 04.79348(W) AD(       ) 3
 OX0758  NGVD 29 (07/19/86) 3332.4    (m)        10933.     (f) VERT ANG       
 OX0758
 OX0758.Superseded values are not recommended for survey control.
 OX0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0758.See file dsdata.txt to determine how the superseded data were derived.
 OX0758
 OX0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP7870869256(NAD 83)
 OX0758
 OX0758  HISTORY     - Date     Condition        Report By
 OX0758  HISTORY     - 1958     MONUMENTED       USGS
 OX0758  HISTORY     - 1968     GOOD             USGS
 OX0758
 OX0758                          STATION DESCRIPTION
 OX0758
 OX0758'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OX0758'STATION IS LOCATED ABOUT 45 MI. SE. OF LAKE JUNCTION, YELLOWSTONE
 OX0758'PARK, AND ABOUT 11.5 MI. AND 1.0 MI. W. OF SE. CORNER OF PARK
 OX0758'BOUNDARY, ON DIVIDE BETWEEN FREMONT AND PARK COUNTIES, WYOMING.  ON
 OX0758'HIGH ROUND TOP ABOUT 4.0 MI. SE. OF HEAD OF JAY CREEK AND ABOUT 2
 OX0758'MI. NW. OF HEAD OF NORTH BUFFALO CREEK.  STATION REACHED BY
 OX0758'HELICOPTER.
 OX0758'
 OX0758'RECOVERED BY HELICOPTER.
 OX0758'
 OX0758'STATION MARK--STANDARD USGS ALUMINUM TABLET, CEMENTED IN ROCK, AND
 OX0758'STAMPED ---JAY-ET 1958 VABM 10,931---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0537 ***********************************************************************
 MP0537  DESIGNATION -  JAYS ROOST
 MP0537  PID         -  MP0537
 MP0537  STATE/COUNTY-  WY/CARBON
 MP0537  USGS QUAD   -  KEYSTONE (1992)
 MP0537
 MP0537                         *CURRENT SURVEY CONTROL
 MP0537  ___________________________________________________________________
 MP0537* NAD 83(1993)-  41 10 02.65495(N)    106 19 51.13280(W)     ADJUSTED  
 MP0537* NAVD 88     -      2973.2    (meters)    9755.     (feet)  VERTCON   
 MP0537  ___________________________________________________________________
 MP0537  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 MP0537  GEOID HEIGHT-         -10.48  (meters)                     GEOID03
 MP0537
 MP0537  HORZ ORDER  -  SECOND
 MP0537
 MP0537.The horizontal coordinates were established by classical geodetic methods
 MP0537.and adjusted by the National Geodetic Survey in January 1997..
 MP0537
 MP0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0537
 MP0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0537
 MP0537.The geoid height was determined by GEOID03.
 MP0537
 MP0537;                    North         East     Units Scale Factor Converg.
 MP0537;SPC WYEC     -   174,595.524   484,123.984   MT  1.00002457   +0 39 35.7
 MP0537;SPC WY E     -    74,764.477   102,302.961   MT  1.00005493   -0 45 59.1
 MP0537;UTM  13      - 4,558,194.405   388,354.089   MT  0.99975341   -0 52 34.1
 MP0537
 MP0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0537!SPC WYEC     -   0.99953549  x   1.00002457  =   0.99956005
 MP0537!SPC WY E     -   0.99953549  x   1.00005493  =   0.99959039
 MP0537!UTM  13      -   0.99953549  x   0.99975341  =   0.99928901
 MP0537
 MP0537:                Primary Azimuth Mark                     Grid Az
 MP0537:SPC WYEC     -  SPRUCE                                   066 45 11.6
 MP0537:SPC WY E     -  SPRUCE                                   068 10 46.4
 MP0537:UTM  13      -  SPRUCE                                   068 17 21.4
 MP0537
 MP0537|---------------------------------------------------------------------|
 MP0537| PID    Reference Object                     Distance      Geod. Az  |
 MP0537|                                                           dddmmss.s |
 MP0537| MP0535 SPRUCE                              APPROX.10.4 KM 0672447.3 |
 MP0537| CP5594 JAYS ROOST RM 1                      16.688 METERS 08400     |
 MP0537| CP5595 JAYS ROOST RM 2                      26.552 METERS 20115     |
 MP0537|---------------------------------------------------------------------|
 MP0537
 MP0537                          SUPERSEDED SURVEY CONTROL
 MP0537
 MP0537  NAD 83(1986)-  41 10 02.64844(N)    106 19 51.13072(W) AD(       ) 2
 MP0537  NAD 27      -  41 10 02.74700(N)    106 19 49.05900(W) AD(       ) 2
 MP0537  NGVD 29 (07/19/86) 2971.9    (m)         9750.     (f) VERT ANG       
 MP0537
 MP0537.Superseded values are not recommended for survey control.
 MP0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0537.See file dsdata.txt to determine how the superseded data were derived.
 MP0537
 MP0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF8835458194(NAD 83)
 MP0537_MARKER: DS = TRIANGULATION STATION DISK
 MP0537_SETTING: 80 = SET IN A BOULDER
 MP0537_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0537
 MP0537  HISTORY     - Date     Condition        Report By
 MP0537  HISTORY     - 1949     MONUMENTED       CGS
 MP0537  HISTORY     - 1963     GOOD             CGS
 MP0537  HISTORY     - 1984     GOOD             LOCENG
 MP0537
 MP0537                          STATION DESCRIPTION
 MP0537
 MP0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0537'THE STATION IS LOCATED 8 PACES WEST OF THE HIGHEST POINT OF
 MP0537'A HEAVILY WOODED HILL, LOCALLY KNOWN AS JAYS ROOST, ABOUT
 MP0537'13.5 MILES AIR LINE SOUTHWEST OF CENTENNIAL, ABOUT 11.5 MILES
 MP0537'AIR LINE NORTH OF THE WYOMING-COLORADO STATE LINE AND ABOUT
 MP0537'0.5 MILE AIR LINE WEST OF THE CARBON-ALBANY COUNTY LINE.  THE
 MP0537'STATION MARK IS NEAR THE CENTER OF THE LOOKOUT TOWER, PROJECTS
 MP0537'2 INCHES ABOVE GROUND AND STAMPED, JAYS ROOST 1949.
 MP0537'
 MP0537'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES HIGHER THAN
 MP0537'THE STATION MARK, PROJECTS 5 INCHES AND STAMPED, JAYS ROOST NO
 MP0537'1 1949.
 MP0537'
 MP0537'REFERENCE MARK NO. 2 IS APPROXIMATELY 18 INCHES LOWER THAN
 MP0537'THE STATION MARK, 8 PACES WEST OF TRACK ROAD TO STATION, PROJECTS
 MP0537'3 INCHES AND STAMPED, JAY ROOST NO 2 1949.
 MP0537'
 MP0537'TO REACH THE STATION FROM THE POST OFFICE IN LARAMIE, GO NORTH
 MP0537'1 BLOCK, TURN LEFT, WEST, AND FOLLOW STATE HIGHWAY 130 AND 230
 MP0537'FOR 2.0 MILES TO JUNCTION.  TURN RIGHT AND FOLLOW STATE HIGHWAY
 MP0537'130 FOR 21.5 MILES TO A GRADED ROAD LEFT, SOUTH, AND SIGN 11
 MP0537'MILES TO PINE BAR.  TURN LEFT AND GO 8.5 MILES TO A T-ROAD
 MP0537'RIGHT, WEST, AND SIGN ALBANY 3.  TURN RIGHT AND FOLLOW MAIN
 MP0537'ROAD FOR 5.0 MILES TO FORK.  TAKE RIGHT FORK FOR 5.8 MILES TO
 MP0537'FORK AND BRIDGE OVER DOUGLAS CREEK.  TAKE RIGHT FORK FOR 0.6
 MP0537'MILE TO A T-ROAD LEFT JUST BEFORE REACHING THE WYOMING TIMBER
 MP0537'CO. STORE.  TURN LEFT FOR 0.5 MILE TO THE KEYSTONE RANGER
 MP0537'STATION ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND FOLLOW
 MP0537'WEST ON A ROCKY TRACK ROAD FOR 2.1 MILES TO SEVERAL BUILDINGS
 MP0537'AND A MINE.  CONTINUE ON TRACK ROAD FOR 0.8 MILE TO A
 MP0537'LOG BARN AND A GREEN CABIN A SHORT DISTANCE BEYOND, AND THE
 MP0537'END OF TRUCK TRAVEL.  THE STATION LIES 255 DEGREES MAGNETIC.
 MP0537'FROM THE BARN, THERE IS A BLAZED TRAIL LEADING TO THE LEFT.
 MP0537'FOLLOW BLAZED TRAIL TO THE HIGHEST POINT AND STATION.  A
 MP0537'20-MINUTE PACK OR A DRIVE WITH A JEEP.
 MP0537
 MP0537                          STATION RECOVERY (1963)
 MP0537
 MP0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 MP0537'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 MP0537'STATION MARK IS NEAR THE CENTER OF A LOOKOUT TOWER ABOUT 36 FEET
 MP0537'HIGH WITH A 6 X 6-FOOT SQUARE PLAT-FORM ON ITS TOP AND A STEEL
 MP0537'GUARD RAIL AROUND THE PLAT-FORM.  LOCATED ABOUT 1 MILE S AND ABOUT
 MP0537'10-1/2 MILES W OF ALBANY, ON A TIMBERED KNOLL AND THE
 MP0537'HIGHEST POINT IN VICINITY.  IN SEC 24, T 14 N, R 80 W.
 MP0537'
 MP0537'TO REACH FROM ALBANY, GO SW 0.1 MILE CROSSING RAILROAD TRACK JUST
 MP0537'S OF DEPOT, CONTINUE WESTERLY ON MAIN TRAVELED ROAD FOR 2.35 MILES
 MP0537'TO A Y-FORK, KEEP LEFT FORK, WESTERLY ON MTR FOR 5.45 MILES TO THE
 MP0537'KEYSTONE RANGER STATION ON THE RIGHT, CONTINUE ON MTR W-SW FOR
 MP0537'0.4 MILE TO ROAD FORK, KEEP RIGHT FORK AND GO W FOR 0.6 MILE TO
 MP0537'Y-FORK, KEEP RIGHT FORK, CROSSING KEYSTONE CREEK AND GO N-NW ON
 MP0537'FOREST SERVICE ROAD NO. 1102 FOR 1.15 MILES TO A ROAD FORK,
 MP0537'TURN LEFT AND GO W AS PER SIGN PLATTE RIVER ACCESS ROAD FOR 2.9
 MP0537'MILES TO A SIGN ON THE LEFT, S SIDE OF THE ROAD KEYSTONE 3 TO E,
 MP0537'AND JAYS ROOST 1 TO THE W, CONTINUE W FOR 0.75 MILE TO
 MP0537'TRIANGULAR BLAZES ON TREES ON THE LEFT, S SIDE OF THE ROAD, JUST
 MP0537'BEFORE REACHING TOP OF SMALL GRADE, AND END OF TRUCK TRAVEL.
 MP0537'PACK S AND SW UP HILL THROUGH TIMBER FOR ABOUT 10 MINUTES TO
 MP0537'HIGHEST POINT AND FIRE TOWER AND STATION.
 MP0537'
 MP0537'NO STATION IS V-G FROM THE GROUND.
 MP0537
 MP0537                          STATION RECOVERY (1984)
 MP0537
 MP0537'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (RLH)
 MP0537'JAYS ROOST 1949 DISK, SET IN ROCK OUTCROP, IN GOOD CONDITION.
 MP0537'(STATION DATA NOT AVAILABLE AT TIME OF RECOVERY - AZIMUTH MARK
 MP0537'AND RMS NOT SEARCHED FOR.)
 MP0537'
 MP0537'1) A STEEL OBSERVATION TOWER, APPROXIMATELY 35 FEET IN HEIGHT, HAS
 MP0537'BEEN ERECTED, APPARENTLY BY THE USDA - FOREST SERVICE, OVER THE
 MP0537'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0536 ***********************************************************************
 MP0536  DESIGNATION -  JAYS ROOST LOOKOUT TOWER
 MP0536  PID         -  MP0536
 MP0536  STATE/COUNTY-  WY/CARBON
 MP0536  USGS QUAD   -  KEYSTONE (1992)
 MP0536
 MP0536                         *CURRENT SURVEY CONTROL
 MP0536  ___________________________________________________________________
 MP0536* NAD 83(1993)-  41 10 02.65303(N)    106 19 51.13375(W)     ADJUSTED  
 MP0536* NAVD 88     -                                                        
 MP0536  ___________________________________________________________________
 MP0536  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 MP0536  GEOID HEIGHT-         -10.48  (meters)                     GEOID03
 MP0536
 MP0536  HORZ ORDER  -  THIRD
 MP0536
 MP0536.The horizontal coordinates were established by classical geodetic methods
 MP0536.and adjusted by the National Geodetic Survey in January 1997..
 MP0536
 MP0536
 MP0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0536
 MP0536.The geoid height was determined by GEOID03.
 MP0536
 MP0536;                    North         East     Units Scale Factor Converg.
 MP0536;SPC WYEC     -   174,595.464   484,123.963   MT  1.00002457   +0 39 35.7
 MP0536;SPC CO N     -   508,781.362   844,668.654   MT  1.00008493   -0 32 12.7
 MP0536;SPC CO N     - 1,669,226.85  2,771,217.08   sFT  1.00008493   -0 32 12.7
 MP0536;UTM  13      - 4,558,194.346   388,354.066   MT  0.99975341   -0 52 34.1
 MP0536
 MP0536                          SUPERSEDED SURVEY CONTROL
 MP0536
 MP0536  NAD 83(1986)-  41 10 02.64653(N)    106 19 51.13167(W) AD(       ) 4
 MP0536  NAD 27      -  41 10 02.74500(N)    106 19 49.06000(W) AD(       ) 3
 MP0536
 MP0536.Superseded values are not recommended for survey control.
 MP0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0536.See file dsdata.txt to determine how the superseded data were derived.
 MP0536
 MP0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF8835458194(NAD 83)
 MP0536_MARKER: 57 = LOOKOUT TOWER
 MP0536
 MP0536  HISTORY     - Date     Condition        Report By
 MP0536  HISTORY     - 1949     FIRST OBSERVED   CGS
 MP0536
 MP0536                          STATION DESCRIPTION
 MP0536
 MP0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0536'STATION IS THE CENTER OF THE JAYS ROOST LOOKOUT TOWER LOCATED
 MP0536'ABOUT 14 MILES NORTHWEST OF MTN. HOME, AND ABOUT 13.5 MILES
 MP0536'SOUTHWEST OF CENTENNIAL.  THE LOOKOUT CONSISTS OF A 6-FOOT
 MP0536'SQUARE PLATFORM ATOP A STRUCTURAL STEEL TOWER ABOUT 30 FEET
 MP0536'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0385 ***********************************************************************
 OU0385  DESIGNATION -  JAYSON
 OU0385  PID         -  OU0385
 OU0385  STATE/COUNTY-  WY/CAMPBELL
 OU0385  USGS QUAD   -  ROUGH CREEK (1971)
 OU0385
 OU0385                         *CURRENT SURVEY CONTROL
 OU0385  ___________________________________________________________________
 OU0385* NAD 83(1993)-  43 58 59.60281(N)    105 11 43.76882(W)     ADJUSTED  
 OU0385* NAVD 88     -      1524.6    (meters)    5002.     (feet)  VERTCON   
 OU0385  ___________________________________________________________________
 OU0385  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 OU0385  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 OU0385
 OU0385  HORZ ORDER  -  FIRST
 OU0385
 OU0385.The horizontal coordinates were established by classical geodetic methods
 OU0385.and adjusted by the National Geodetic Survey in January 1997..
 OU0385
 OU0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0385
 OU0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0385
 OU0385.The geoid height was determined by GEOID03.
 OU0385
 OU0385;                    North         East     Units Scale Factor Converg.
 OU0385;SPC WY E     -   386,885.713   197,687.576   MT  0.99993757   -0 01 12.1
 OU0385;UTM  13      - 4,870,028.033   484,322.239   MT  0.99960302   -0 08 08.7
 OU0385
 OU0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0385!SPC WY E     -   0.99976330  x   0.99993757  =   0.99970088
 OU0385!UTM  13      -   0.99976330  x   0.99960302  =   0.99936641
 OU0385
 OU0385|---------------------------------------------------------------------|
 OU0385| PID    Reference Object                     Distance      Geod. Az  |
 OU0385|                                                           dddmmss.s |
 OU0385| CQ4082 JAYSON RM 1                          15.971 METERS 08102     |
 OU0385| CQ4081 JAYSON AZ MK                                       2174808.3 |
 OU0385| CQ4083 JAYSON RM 2                          16.675 METERS 34833     |
 OU0385|---------------------------------------------------------------------|
 OU0385
 OU0385                          SUPERSEDED SURVEY CONTROL
 OU0385
 OU0385  NAD 83(1986)-  43 58 59.58774(N)    105 11 43.73999(W) AD(       ) 1
 OU0385  NAD 27      -  43 58 59.66900(N)    105 11 41.80500(W) AD(       ) 1
 OU0385  NGVD 29 (07/19/86) 1523.8    (m)         4999.     (f) VERT ANG       
 OU0385
 OU0385.Superseded values are not recommended for survey control.
 OU0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0385.See file dsdata.txt to determine how the superseded data were derived.
 OU0385
 OU0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ8432270028(NAD 83)
 OU0385_MARKER: DS = TRIANGULATION STATION DISK
 OU0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0385
 OU0385  HISTORY     - Date     Condition        Report By
 OU0385  HISTORY     - 1955     MONUMENTED       CGS
 OU0385
 OU0385                          STATION DESCRIPTION
 OU0385
 OU0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0385'STATION IS LOCATED ON THE HIGHEST POINT OF A LONG GRASS AND
 OU0385'SAGE-COVERED RIDGE AT THE HEAD OF JAY CREEK, ABOUT 27 MILES
 OU0385'SOUTHEAST OF GILLETTE AND 24 MILES SOUTHWEST OF MOORECROFT.
 OU0385'THE COUNTRY TO THE WEST IS ROLLING HILLS COVERED WITH GRASS
 OU0385'AND SAGE, BUT TO THE EAST IT IS BROKEN BAD LANDS COVERED WITH
 OU0385'SCATTERED TIMBER.
 OU0385'
 OU0385'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 59 AND U.S. HIGHWAYS
 OU0385'14 AND 16 AT THE EAST EDGE OF GILLETTE, DRIVE SOUTH ON STATE
 OU0385'HIGHWAY 59 FOR 7.4 MILES TO A T-ROAD LEFT AND A Y-FORK LEFT.
 OU0385'KEEP LEFT ON THE Y-FORK AND DRIVE SOUTHEAST FOR 9.1 MILES
 OU0385'TO A T-ROAD LEFT AND SIGN READING, R.C. DEAVERS T-7 RANCH 7
 OU0385'MI.  TURN LEFT AND CONTINUE EAST AND SOUTHEAST FOR 4.1 MILES
 OU0385'TO BRIDGE OVER THE BELLE FOURCHE RIVER.  CROSS BRIDGE AND
 OU0385'CONTINUE SOUTHEASTERLY FOR 3.55 MILES TO THE END OF THE COUNTY
 OU0385'ROAD AT THE R.C. DEAVERS RANCH HOME.  PASS TO SOUTH OF HOUSE
 OU0385'AND DRIVE EAST FOR 0.2 MILE TO Y-FORK.  KEEP LEFT FORK AND
 OU0385'DRIVE EAST 0.75 MILE TO Y-FORK.  KEEP LEFT FORK DOWN HILL
 OU0385'AND ACROSS CREEK FOR 0.15 MILE TO Y-FORK.  KEEP LEFT FORK
 OU0385'ACROSS SECOND CREEK FOR 0.05 MILE TO Y-FORK.  KEEP RIGHT
 OU0385'FORK AND CONTINUE TRACK ROAD EAST FOR 0.7 MILE TO A GATE,
 OU0385'A CORRAL ON THE LEFT AND A RESERVOIR ON THE RIGHT.  PASS
 OU0385'THROUGH GATE AND CONTINUE TRACK ROAD EAST AND NORTH UP HILL
 OU0385'FOR 0.7 MILE TO CREST OF RIDGE, JUST SOUTHEAST OF A SMALL
 OU0385'BUTTE WITH A CAIRN ON ITS TOP.  CONTINUE TRACK ROAD EAST
 OU0385'AND NORTHEASTERLY ALONG SUMMIT OF RIDGE FOR 1.5 MILES TO A
 OU0385'CROSS ROAD.* KEEP STRAIGHT AHEAD, NORTHEAST, FOR 0.4 MILE TO
 OU0385'THE JUNCTION OF TWO FENCES AND TWIN GATES.  PASS THROUGH
 OU0385'BOTH GATES AND DRIVE NORTHEAST FOR 0.1 MILE TO THE HIGHEST
 OU0385'POINT AND STATION.
 OU0385'
 OU0385'SURFACE-STATION MARK, STAMPED JAYSON 1955, IS A STANDARD
 OU0385'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES
 OU0385'SQUARE AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 OU0385'
 OU0385'UNDERGROUND-STATION MARK, STAMPED JAY 1955, IS A STANDARD
 OU0385'DISK SET IN THE TOP OF A MASS OF CONCRETE 36 INCHES BELOW THE
 OU0385'SURFACE OF THE GROUND, ITS CENTER BEING PLUMB WITH THE CENTER
 OU0385'OF THE SURFACE-STATION MARK.
 OU0385'
 OU0385'REFERENCE MARK 1, STAMPED JAYSON NO 1 1955, IS A STANDARD DISK
 OU0385'SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE AND
 OU0385'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 OU0385'ABOUT 18 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 OU0385'
 OU0385'REFERENCE MARK 2, STAMPED JAYSON NO 2 1955, IS A STANDARD DISK
 OU0385'SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE
 OU0385'AND PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 OU0385'ABOUT 12 INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 OU0385'
 OU0385'AZIMUTH MARK, STAMPED JAYSON 1955, IS A STANDARD DISK SET IN
 OU0385'THE TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE AND
 OU0385'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 OU0385'LOCATED ON THE HIGHEST PART OF THE FIRST KNOLL SOUTHWEST
 OU0385'OF THE STATION, 2 FEET NORTHEAST OF A STANDARD WITNESS POST
 OU0385'AND 15 FEET EAST OF TRACK ROAD.
 OU0385'
 OU0385'*TO REACH AZIMUTH MARK, TURN RIGHT AND DRIVE SOUTH 0.05 MILE
 OU0385'TO HIGHEST PART OF HILL.
 OU0385'
 OU0385'ALL SURFACE MARKS WERE RESTAMPED JAYSON INSTEAD OF JAY AFTER
 OU0385'STATION WAS BUILT.  OBSERVATIONS WERE MADE FROM THE TOP OF
 OU0385'A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0600 ***********************************************************************
 NQ0600  DESIGNATION -  JCBCC 1
 NQ0600  PID         -  NQ0600
 NQ0600  STATE/COUNTY-  WY/PLATTE
 NQ0600  USGS QUAD   -  COLEMAN BUTTE (1981)
 NQ0600
 NQ0600                         *CURRENT SURVEY CONTROL
 NQ0600  ___________________________________________________________________
 NQ0600* NAD 83(1993)-  42 15 03.22657(N)    105 03 43.87170(W)     ADJUSTED  
 NQ0600* NAVD 88     -      1524.     (meters)    5000.     (feet)  VERTCON   
 NQ0600  ___________________________________________________________________
 NQ0600  LAPLACE CORR-         -10.10  (seconds)                    DEFLEC99
 NQ0600  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NQ0600
 NQ0600  HORZ ORDER  -  THIRD
 NQ0600
 NQ0600.The horizontal coordinates were established by classical geodetic methods
 NQ0600.and adjusted by the National Geodetic Survey in January 1997..
 NQ0600
 NQ0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0600
 NQ0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0600
 NQ0600.The geoid height was determined by GEOID03.
 NQ0600
 NQ0600;                    North         East     Units Scale Factor Converg.
 NQ0600;SPC WY E     -   194,449.744   208,621.629   MT  0.99993841   +0 04 12.9
 NQ0600;UTM  13      - 4,677,635.433   494,870.135   MT  0.99960032   -0 02 30.5
 NQ0600
 NQ0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0600!SPC WY E     -   0.99976322  x   0.99993841  =   0.99970164
 NQ0600!UTM  13      -   0.99976322  x   0.99960032  =   0.99936363
 NQ0600
 NQ0600:                Primary Azimuth Mark                     Grid Az
 NQ0600:SPC WY E     -  CALL                                     121 52 02.8
 NQ0600:UTM  13      -  CALL                                     121 58 46.2
 NQ0600
 NQ0600|---------------------------------------------------------------------|
 NQ0600| PID    Reference Object                     Distance      Geod. Az  |
 NQ0600|                                                           dddmmss.s |
 NQ0600| NQ0606 CALL                                APPROX. 1.7 KM 1215615.7 |
 NQ0600|---------------------------------------------------------------------|
 NQ0600
 NQ0600                          SUPERSEDED SURVEY CONTROL
 NQ0600
 NQ0600  NAD 83(1986)-  42 15 03.20645(N)    105 03 43.86434(W) AD(       ) 3
 NQ0600  NAD 27      -  42 15 03.31414(N)    105 03 41.95642(W) AD(       ) 3
 NQ0600  NGVD 29 (07/19/86) 1523.     (m)         4997.     (f) VERT ANG       
 NQ0600
 NQ0600.Superseded values are not recommended for survey control.
 NQ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0600.See file dsdata.txt to determine how the superseded data were derived.
 NQ0600
 NQ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9487077635(NAD 83)
 NQ0600_MARKER: DD = SURVEY DISK
 NQ0600_SETTING: 0 = UNSPECIFIED SETTING
 NQ0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0600
 NQ0600  HISTORY     - Date     Condition        Report By
 NQ0600  HISTORY     - 1948     MONUMENTED       USGS
 NQ0600
 NQ0600                          STATION DESCRIPTION
 NQ0600
 NQ0600'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0600'LOCATED 1138 FT. NE. OF SEC. COR. (6,1,7,12), T 26 N, R 68 AND 69 W.
 NQ0600'
 NQ0600'TO REACH FROM DWYER, WYOMING, GO NW. AND W. 3.2 MI. TO INTERSECTION OF
 NQ0600'U.S. HIGHWAY 87 AND RD. TO DWYER, CONTINUE W. 2.75 MI. TO RD. AND
 NQ0600'FENCE CROSSING, WALK 1138 FT. NE. TO TOP OF HILL AND STATION.
 NQ0600'
 NQ0600'STATION MARK--A STANDARD TABLET STAMPED ---JCBCC-1 1948 5002--- AND
 NQ0600'SET IN STANDARD CONCRETE MONUMENT PROJECTING 6 IN. ABOVE GROUND.
 NQ0600'
 NQ0600'REFERENCE MARK--(1) A 1 IN. PIPE EXTENDING 6 IN. ABOVE AND IS 56.50
 NQ0600'FT. NW. OF STATION, S 24 DEG 03 MIN E.  (2) A 1
 NQ0600'IN. PIPE EXTENDING 6 IN. ABOVE GROUND AND IS 62.35 FT. E. OF STATION,
 NQ0600'S 83 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0602 ***********************************************************************
 NQ0602  DESIGNATION -  JCJCM 1
 NQ0602  PID         -  NQ0602
 NQ0602  STATE/COUNTY-  WY/PLATTE
 NQ0602  USGS QUAD   -  COTTONWOOD FALLS (1992)
 NQ0602
 NQ0602                         *CURRENT SURVEY CONTROL
 NQ0602  ___________________________________________________________________
 NQ0602* NAD 83(1993)-  42 15 01.91756(N)    105 07 46.01890(W)     ADJUSTED  
 NQ0602* NAVD 88     -      1572.     (meters)    5157.     (feet)  VERTCON   
 NQ0602  ___________________________________________________________________
 NQ0602  LAPLACE CORR-         -11.14  (seconds)                    DEFLEC99
 NQ0602  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 NQ0602
 NQ0602  HORZ ORDER  -  THIRD
 NQ0602
 NQ0602.The horizontal coordinates were established by classical geodetic methods
 NQ0602.and adjusted by the National Geodetic Survey in January 1997..
 NQ0602
 NQ0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0602
 NQ0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0602
 NQ0602.The geoid height was determined by GEOID03.
 NQ0602
 NQ0602;                    North         East     Units Scale Factor Converg.
 NQ0602;SPC WY E     -   194,404.742   203,071.138   MT  0.99993762   +0 01 30.1
 NQ0602;UTM  13      - 4,677,601.299   489,321.439   MT  0.99960140   -0 05 13.3
 NQ0602
 NQ0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0602!SPC WY E     -   0.99975564  x   0.99993762  =   0.99969328
 NQ0602!UTM  13      -   0.99975564  x   0.99960140  =   0.99935714
 NQ0602
 NQ0602:                Primary Azimuth Mark                     Grid Az
 NQ0602:SPC WY E     -  JOE                                      020 35 17.9
 NQ0602:UTM  13      -  JOE                                      020 42 01.3
 NQ0602
 NQ0602|---------------------------------------------------------------------|
 NQ0602| PID    Reference Object                     Distance      Geod. Az  |
 NQ0602|                                                           dddmmss.s |
 NQ0602| NQ0601 JOE                                 APPROX. 3.4 KM 0203648.0 |
 NQ0602|---------------------------------------------------------------------|
 NQ0602
 NQ0602                          SUPERSEDED SURVEY CONTROL
 NQ0602
 NQ0602  NAD 83(1986)-  42 15 01.89782(N)    105 07 46.01110(W) AD(       ) 3
 NQ0602  NAD 27      -  42 15 02.00556(N)    105 07 44.09963(W) AD(       ) 3
 NQ0602  NGVD 29 (07/19/86) 1571.     (m)         5154.     (f) VERT ANG       
 NQ0602
 NQ0602.Superseded values are not recommended for survey control.
 NQ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0602.See file dsdata.txt to determine how the superseded data were derived.
 NQ0602
 NQ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG8932177601(NAD 83)
 NQ0602_MARKER: DD = SURVEY DISK
 NQ0602_SETTING: 0 = UNSPECIFIED SETTING
 NQ0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0602
 NQ0602  HISTORY     - Date     Condition        Report By
 NQ0602  HISTORY     - 1948     MONUMENTED       USGS
 NQ0602
 NQ0602                          STATION DESCRIPTION
 NQ0602
 NQ0602'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0602'LOCATED ABOUT 8-3/4 MI. W. AND 3/4 MI. N. OF DYWER.  STATION IS 3/4
 NQ0602'MI. S. OF HIGHWAY IN SE. COR. OF SEC. 4, T 26 N, R 69 W.
 NQ0602'
 NQ0602'TO REACH FROM DWYER, GO NW. AND W. 3.2 MI. TO INTERSECTION OF U.S.
 NQ0602'HIGHWAY 87 AND RD. TO DWYER, TURN RIGHT AND GO NW. 1.55 MI. TO
 NQ0602'CROSSROADS, TURN LEFT AND GO W. 3.95 MI. TO T-RD. S., TURN LEFT AND
 NQ0602'GO S. 1.2 MI. TO RD. AND DRAIN CROSSING, THENCE GO SW. (RIGHT) UP
 NQ0602'DRAIN ON DIM RD. 0.6 MI. TO GATE AT FENCE CORNER, GO NW. FROM GATE
 NQ0602'TO DIM RD. ON N. SIDE OF DEPRESSION AND W. ON DIM RD. 0.35 MI.  WALK
 NQ0602'S. TO TOP OF RIDGE AND STATION.
 NQ0602'
 NQ0602'STATION MARK--A STANDARD TABLET STAMPED ---JCJCM-1 1948 5154--- AND
 NQ0602'SET IN A STANDARD MONUMENT PROJECTING 6 IN. ABOVE GROUND.
 NQ0602'
 NQ0602'REFERENCE MARKS--(1) A 3/8 IN. REINFORCING ROD EXTENDING 6 IN. ABOVE
 NQ0602'GROUND AND IS 44.45 FT. N. OF TABLET, S 08 DEG 45 MIN E.
 NQ0602'(2) A 1/2 IN. PIPE EXTENDING 5 IN. ABOVE GROUND
 NQ0602'AND IS 50.10 FT. E. OF STATION, S 85 DEG 12 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0414 ***********************************************************************
 OW0414  DESIGNATION -  JEAN
 OW0414  PID         -  OW0414
 OW0414  STATE/COUNTY-  WY/FREMONT
 OW0414  USGS QUAD   -  PAVILLION (1958)
 OW0414
 OW0414                         *CURRENT SURVEY CONTROL
 OW0414  ___________________________________________________________________
 OW0414* NAD 83(1993)-  43 14 58.21836(N)    108 37 41.33907(W)     ADJUSTED  
 OW0414* NAVD 88     -      1674.7    (meters)    5494.     (feet)  VERTCON   
 OW0414  ___________________________________________________________________
 OW0414  LAPLACE CORR-         -11.07  (seconds)                    DEFLEC99
 OW0414  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 OW0414
 OW0414  HORZ ORDER  -  THIRD
 OW0414
 OW0414.The horizontal coordinates were established by classical geodetic methods
 OW0414.and adjusted by the National Geodetic Survey in January 1997..
 OW0414
 OW0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0414
 OW0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0414
 OW0414.The geoid height was determined by GEOID03.
 OW0414
 OW0414;                    North         East     Units Scale Factor Converg.
 OW0414;SPC WYWC     -   305,378.066   609,894.873   MT  0.99993870   +0 05 00.6
 OW0414;UTM  12      - 4,791,254.000   692,544.973   MT  1.00005607   +1 37 32.3
 OW0414
 OW0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0414!SPC WYWC     -   0.99973950  x   0.99993870  =   0.99967821
 OW0414!UTM  12      -   0.99973950  x   1.00005607  =   0.99979555
 OW0414
 OW0414:                Primary Azimuth Mark                     Grid Az
 OW0414:SPC WYWC     -  WHITE                                    080 10 40.2
 OW0414:UTM  12      -  WHITE                                    078 38 08.5
 OW0414
 OW0414|---------------------------------------------------------------------|
 OW0414| PID    Reference Object                     Distance      Geod. Az  |
 OW0414|                                                           dddmmss.s |
 OW0414| OW0279 WHITE                               APPROX. 6.1 KM 0801540.8 |
 OW0414|---------------------------------------------------------------------|
 OW0414
 OW0414                          SUPERSEDED SURVEY CONTROL
 OW0414
 OW0414  NAD 83(1986)-  43 14 58.20551(N)    108 37 41.34199(W) AD(       ) 3
 OW0414  NGVD 29 (11/06/89) 1673.7    (m)         5491.     (f) VERT ANG       
 OW0414
 OW0414.Superseded values are not recommended for survey control.
 OW0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0414.See file dsdata.txt to determine how the superseded data were derived.
 OW0414
 OW0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9254591254(NAD 83)
 OW0414_MARKER: DS = TRIANGULATION STATION DISK
 OW0414_SETTING: 0 = UNSPECIFIED SETTING
 OW0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0414
 OW0414  HISTORY     - Date     Condition        Report By
 OW0414  HISTORY     - 1948     MONUMENTED       USGS
 OW0414
 OW0414                          STATION DESCRIPTION
 OW0414
 OW0414'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0414'STATION LOCATED ABOUT 8.0 MI. NE. OF MORTON POST OFFICE, ABOUT 7.0
 OW0414'MI. NNE. OF KINNEAR POST OFFICE, ABOUT 3.2 MI. E. OF PAVILLION, ABOUT
 OW0414'2.7 MI. NW. OF NW. SHORE LINE OCEAN LAKE, ABOUT 0.8 MI. S. OF FIVE
 OW0414'MILE CREEK, ABOUT 0.3 MI. N. OF E-W. GRADED RD. FROM PAVILLION, AND
 OW0414'ON TOP OF A LOW RIDGE COVERED WITH SANDSTONE OUTCROPS.  LOCATED IN
 OW0414'SEC. 10, T 3 N, R 2 E.
 OW0414'
 OW0414'TO REACH FROM TRANSFORMER STATION AT END OF PAVEMENT AND CROSSROADS IN
 OW0414'PAVILLION, GO E. 4.1 MI. TO CROSSROADS (IMMEDIATELY W. OF ANGLE BEND
 OW0414'IN E-W. RD.), TURN LEFT ON TRACK RD. AND GO N. 0.1 MI. OVER RIDGE TOP
 OW0414'TO RIGHT ANGLE BEND IN RD., CONTINUE W. ON TRACK RD. 0.4 MI. TO WIRE
 OW0414'GATE, CONTINUE W. 0.3 MI. TO A POINT ABEAM OF LARGE SANDSTONE
 OW0414'OUTCROPPINGS ON LEFT (S.) SIDE OF RD. AND ON N. SIDE OF RIDGE, TURN
 OW0414'LEFT AND FOLLOW TRAIL 0.1 MI. S. TO TOP OF RIDGE AND E-W. FENCE LINE,
 OW0414'KEEPING TO W. EDGE OF SANDSTONE OUTCROPPINGS, LOWER FENCE AND DRIVE
 OW0414'ACROSS (JEEP), TURN RIGHT AND DRIVE 0.3 MI. W. ALONG TOP OF RIDGE TO
 OW0414'END OF JEEP TRAVEL, HIGHEST POINT, AND STATION.
 OW0414'
 OW0414'STATION MARK--STANDARD USGS TABLET STAMPED---JEAN 1948 TJW--- AND
 OW0414'SET IN CONCRETE MONUMENT PROJECTING 0.1 FT. ABOVE GROUND.
 OW0414'
 OW0414'REFERENCE MARKS--STANDARD USGS REFERENCE TABLETS SET IN OUTCROPPING
 OW0414'SANDSTONE BEDROCK.
 OW0414'
 OW0414'REFERENCE MARK NO. 1--STAMPED---JEAN NO. 1 1948 TJW---, SET IN SE.
 OW0414'END OF FLAT TABLE OUTCROP, 3.5 FT. ABOVE GROUND LEVEL AT STATION,
 OW0414'29.83 FT. WSW. OF STATION, N 63 DEGREES 15 MINUTES, NE.
 OW0414'
 OW0414'REFERENCE MARK NO. 2--STAMPED---JEAN NO. 2 1948 TJW---, SET IN ROUND
 OW0414'SANDSTONE OUTCROP 4.0 FT. ABOVE GROUND LEVEL AT STATION, 15.52 FT.
 OW0414'ESE. OF STATION, N 83 DEGREES 19 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0577 ***********************************************************************
 NQ0577  DESIGNATION -  JEEP
 NQ0577  PID         -  NQ0577
 NQ0577  STATE/COUNTY-  WY/CONVERSE
 NQ0577  USGS QUAD   -  ANTELOPE CREEK (1973)
 NQ0577
 NQ0577                         *CURRENT SURVEY CONTROL
 NQ0577  ___________________________________________________________________
 NQ0577* NAD 83(1993)-  42 45 22.84600(N)    105 21 23.67952(W)     ADJUSTED  
 NQ0577* NAVD 88     -      1563.6    (meters)    5130.     (feet)  VERTCON   
 NQ0577  ___________________________________________________________________
 NQ0577  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 NQ0577  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 NQ0577
 NQ0577  HORZ ORDER  -  THIRD
 NQ0577
 NQ0577.The horizontal coordinates were established by classical geodetic methods
 NQ0577.and adjusted by the National Geodetic Survey in January 1997..
 NQ0577
 NQ0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0577
 NQ0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0577
 NQ0577.The geoid height was determined by GEOID03.
 NQ0577
 NQ0577;                    North         East     Units Scale Factor Converg.
 NQ0577;SPC WY E     -   250,605.361   184,454.397   MT  0.99994047   -0 07 44.1
 NQ0577;UTM  13      - 4,733,819.664   470,821.352   MT  0.99961047   -0 14 31.5
 NQ0577
 NQ0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0577!SPC WY E     -   0.99975710  x   0.99994047  =   0.99969758
 NQ0577!UTM  13      -   0.99975710  x   0.99961047  =   0.99936766
 NQ0577
 NQ0577:                Primary Azimuth Mark                     Grid Az
 NQ0577:SPC WY E     -  CONVERSE CO APT AP STA A                 188 50 08.5
 NQ0577:UTM  13      -  CONVERSE CO APT AP STA A                 188 56 55.9
 NQ0577
 NQ0577|---------------------------------------------------------------------|
 NQ0577| PID    Reference Object                     Distance      Geod. Az  |
 NQ0577|                                                           dddmmss.s |
 NQ0577| NQ0559 CONVERSE CO APT AP STA A            APPROX. 1.7 KM 1884224.4 |
 NQ0577|---------------------------------------------------------------------|
 NQ0577
 NQ0577                          SUPERSEDED SURVEY CONTROL
 NQ0577
 NQ0577  NAD 83(1986)-  42 45 22.81166(N)    105 21 23.65479(W) AD(       ) 3
 NQ0577  NAD 27      -  42 45 22.92800(N)    105 21 21.71400(W) AD(       ) 3
 NQ0577  NGVD 29 (07/19/86) 1562.7    (m)         5127.     (f) VERT ANG       
 NQ0577
 NQ0577.Superseded values are not recommended for survey control.
 NQ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0577.See file dsdata.txt to determine how the superseded data were derived.
 NQ0577
 NQ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7082133820(NAD 83)
 NQ0577_MARKER: DD = SURVEY DISK
 NQ0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0577+STABILITY: SURFACE MOTION
 NQ0577
 NQ0577  HISTORY     - Date     Condition        Report By
 NQ0577  HISTORY     - 1947     MONUMENTED       USGS
 NQ0577  HISTORY     - 1960     GOOD             CGS
 NQ0577
 NQ0577                          STATION DESCRIPTION
 NQ0577
 NQ0577'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0577'STATION IS LOCATED ON THE HIGHEST POINT OF A RIDGE ABOUT 1.00
 NQ0577'MILE N OF THE DOUGLAS AIRPORT AND ABOUT 1-1/2 MILES SE OF THE
 NQ0577'TOWN OF DOUGLAS, LOCATED APPROXIMATELY IN SEC. 10 T30N, R71W.
 NQ0577'MARK IS A STANDARD U.S. GEOLOGICAL SURVEY TABLET STAMPED JEEP
 NQ0577'1947 SET IN A 8 X 8 X 4-FOOT CONCRETE POST.
 NQ0577'
 NQ0577'R.M. 1 IS A 1 1/2-INCH PIPE, 19.25 FEET S 44 DEG 40 MIN W FROM
 NQ0577'STATION.
 NQ0577'
 NQ0577'R.M. 2 IS A 1-INCH PIPE, 14.05 FEET N 66 DEG 34 MIN W FROM STATION.
 NQ0577'
 NQ0577'TO REACH FROM DOUGLAS AT 4TH AND CENTER STS., GO S ON U.S. HWY
 NQ0577'87 FOR 0.75 MILE FOLLOW HIGHWAY E FOR 0.75 MILE TO RADIO HOUSE
 NQ0577'AT DOUGLAS AIRPORT, TURN E ON COUNTY ROAD AROUND OLD BARN AT THREE
 NQ0577'CLEARANCE POSTS FOR AIRFIELD AND GO E FOR 1.00 MILE TO ROAD
 NQ0577'FORKS E AND NE, TAKE LEFT FORK (NE) AND CONTINUE 0.65 MILE TO
 NQ0577'TOP OF RIDGE ABOUT 0.10 MILE N OF FENCE CORNER, TURN LEFT (W)
 NQ0577'AND FOLLOW TOP OF RIDGE FOR 0.80 MILE TO ETT.  STATION IS ABOUT
 NQ0577'100 FEET N ON HIGHEST POINT.
 NQ0577
 NQ0577                          STATION RECOVERY (1960)
 NQ0577
 NQ0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 NQ0577'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE REFERENCE
 NQ0577'MARKS WERE NOT RECOVERED.  THERE WERE SEVERAL 1 INCH AND 1-1/2
 NQ0577'INCH PIPES LAYING ON THE GROUND AROUND THE STATION.  IT IS
 NQ0577'BELIEVED THAT THE REFERENCE MARKS HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1277 ***********************************************************************
 MO1277  DESIGNATION -  JELM
 MO1277  PID         -  MO1277
 MO1277  STATE/COUNTY-  WY/ALBANY
 MO1277  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO1277
 MO1277                         *CURRENT SURVEY CONTROL
 MO1277  ___________________________________________________________________
 MO1277* NAD 83(1993)-  41 05 50.12479(N)    105 58 36.03825(W)     ADJUSTED  
 MO1277* NAVD 88     -      2945.7    (meters)    9664.     (feet)  VERTCON   
 MO1277  ___________________________________________________________________
 MO1277  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 MO1277  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 MO1277
 MO1277  HORZ ORDER  -  SECOND
 MO1277
 MO1277.The horizontal coordinates were established by classical geodetic methods
 MO1277.and adjusted by the National Geodetic Survey in January 1997..
 MO1277
 MO1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1277
 MO1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1277
 MO1277.The geoid height was determined by GEOID03.
 MO1277
 MO1277;                    North         East     Units Scale Factor Converg.
 MO1277;SPC WY E     -    66,637.432   131,953.822   MT  0.99999447   -0 31 56.9
 MO1277;SPC CO N     -   500,771.472   874,353.055   MT  1.00006604   -0 18 28.8
 MO1277;SPC CO N     - 1,642,947.74  2,868,606.65   sFT  1.00006604   -0 18 28.8
 MO1277;UTM  13      - 4,550,013.136   417,980.256   MT  0.99968279   -0 38 31.4
 MO1277
 MO1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1277!SPC WY E     -   0.99953988  x   0.99999447  =   0.99953435
 MO1277!SPC CO N     -   0.99953988  x   1.00006604  =   0.99960589
 MO1277!UTM  13      -   0.99953988  x   0.99968279  =   0.99922282
 MO1277
 MO1277|---------------------------------------------------------------------|
 MO1277| PID    Reference Object                     Distance      Geod. Az  |
 MO1277|                                                           dddmmss.s |
 MO1277| CQ4085 JELM RM 1                             7.910 METERS 14456     |
 MO1277| CQ4086 JELM RM 2                             7.115 METERS 24132     |
 MO1277| CQ4084 JELM AZ MK                                         3395631.6 |
 MO1277|---------------------------------------------------------------------|
 MO1277
 MO1277                          SUPERSEDED SURVEY CONTROL
 MO1277
 MO1277  NAD 83(1993)-  41 05 50.11594(N)    105 58 36.03661(W) AD(       ) 2
 MO1277  NAD 83(1986)-  41 05 50.11540(N)    105 58 36.03618(W) AD(       ) 2
 MO1277  NAD 27      -  41 05 50.19800(N)    105 58 34.01100(W) AD(       ) 2
 MO1277  NGVD 29 (07/19/86) 2944.5    (m)         9660.     (f) VERT ANG       
 MO1277
 MO1277.Superseded values are not recommended for survey control.
 MO1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1277.See file dsdata.txt to determine how the superseded data were derived.
 MO1277
 MO1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1798050013(NAD 83)
 MO1277_MARKER: DS = TRIANGULATION STATION DISK
 MO1277_SETTING: 66 = SET IN ROCK OUTCROP
 MO1277
 MO1277  HISTORY     - Date     Condition        Report By
 MO1277  HISTORY     - 1948     MONUMENTED       CGS
 MO1277  HISTORY     - 1959     GOOD             USGS
 MO1277  HISTORY     - 1963     GOOD             CGS
 MO1277
 MO1277                          STATION DESCRIPTION
 MO1277
 MO1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1277'STATION LOCATED ON A LONE, PROMINENT, SHARP PEAK, WITH TIMBER
 MO1277'ON ALL SIDES NEAR TOP, ABOUT 25 MILES AIRLINE SOUTHWEST OF
 MO1277'LARAMIE, 7 MILES AIRLINE NORTH OF THE COLORADO-WYOMING STATE
 MO1277'LINE, 100 FEET EAST OF LOOKOUT HOUSE, 13 PACES NORTH-NORTHWEST
 MO1277'OF ROAD, 5 PACES EAST-SOUTHEAST OF A 3 INCH PINE TREE WITH A
 MO1277'TRIANGLE BLAZE ON IT, 3 PACES EAST OF A WHITE WITNESS POST,
 MO1277'SET FLUSH, AND STAMPED, JELM 1948.
 MO1277'
 MO1277'REFERENCE MARK NO. 1 IS ABOUT 6 INCHES LOWER THAN STATION,
 MO1277'2 PACES NORTH OF ROAD, PROJECTS 10 INCHES, AND STAMPED, JELM
 MO1277'NO 1 1948.
 MO1277'
 MO1277'REFERENCE MARK NO. 2 IS ABOUT 6 INCHES HIGHER THAN STATION,
 MO1277'PROJECTS 12 INCHES, AND STAMPED, JELM NO 2 1948.
 MO1277'
 MO1277'AZIMUTH MARK IS LOCATED ON THE WEST SLOPE OF A PROMINENT KNOLL
 MO1277'NORTH OF STATION, 3 FEET WEST OF WHITE WITNESS POST, PROJECTS
 MO1277'12 INCHES, AND STAMPED, JELM 1948.
 MO1277'
 MO1277'TO REACH FROM TEXACO SERVICE STATION IN WOODS LANDING, WHICH IS
 MO1277'ABOUT 27 MILES SOUTHWEST OF LARAMIE ON STATE HIGHWAY 230, GO
 MO1277'EAST ACROSS WOODEN BRIDGE, THENCE SOUTH ON GRADED ROAD FOR 3.3
 MO1277'MILES TO A SIDE ROAD LEFT.  TURN LEFT, EAST, AND GO 1.55
 MO1277'MILE TO FORK.  TAKE LEFT FORK, NORTH, AND GO 3.9 MILES TO
 MO1277'TOP OF MOUNTAIN AND STATION AS DESCRIBED ABOVE.  A DRIVE
 MO1277'STATION, WITH AN EXTRA LOW GEARED TRUCK.
 MO1277'
 MO1277'TO REACH AZIMUTH MARK FROM STATION, GO DOWN ROAD FOR ABOUT
 MO1277'0.1 MILE.  LEAVE TRUCK, AND PACK NORTHERLY THROUGH SADDLE TOWARD
 MO1277'KNOLL TO WITHIN ABOUT FIFTY FEET OF TOP.  MARK IS AT THIS POINT
 MO1277'AS DESCRIBED ABOVE.
 MO1277
 MO1277                          STATION RECOVERY (1959)
 MO1277
 MO1277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MO1277'RECOVERED IN GOOD CONDITION.
 MO1277
 MO1277                          STATION RECOVERY (1963)
 MO1277
 MO1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 MO1277'ORIGIONAL DESCRIPTION SEE.  BOOK NO. 978.  PAGE 18.
 MO1277'
 MO1277'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 MO1277'CONDITION.  THE STATION IS ABOUT 1 MILE S AND ABOUT 2 MILES E OF
 MO1277'WOODS LANDING, NEAR THE W CENTER OF SEC. 18, T 13 N, R 76 W,
 MO1277'ON THE HIGHEST POINT OF JELM MOUNTAIN.  THE AZIMUTH MARK WAS NOT
 MO1277'SEARCHED FOR AT THIS TIME.
 MO1277'
 MO1277'THE ORIGIONAL DESCRIPTION TO REACH IS ENTIRELY ADEQUATE.  THERE IS
 MO1277'A GOOD ROAD TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1279 ***********************************************************************
 MO1279  DESIGNATION -  JELM
 MO1279  PID         -  MO1279
 MO1279  STATE/COUNTY-  WY/ALBANY
 MO1279  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO1279
 MO1279                         *CURRENT SURVEY CONTROL
 MO1279  ___________________________________________________________________
 MO1279* NAD 83(1993)-  41 05 49.33828(N)    105 58 37.83790(W)     ADJUSTED  
 MO1279* NAVD 88     -      2945.6    (meters)    9664.     (feet)  VERTCON   
 MO1279  ___________________________________________________________________
 MO1279  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 MO1279  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 MO1279
 MO1279  HORZ ORDER  -  THIRD
 MO1279
 MO1279.The horizontal coordinates were established by classical geodetic methods
 MO1279.and adjusted by the National Geodetic Survey in January 1997..
 MO1279
 MO1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1279
 MO1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1279
 MO1279.The geoid height was determined by GEOID03.
 MO1279
 MO1279;                    North         East     Units Scale Factor Converg.
 MO1279;SPC WY E     -    66,613.561   131,911.600   MT  0.99999454   -0 31 58.1
 MO1279;SPC CO N     -   500,747.434   874,310.925   MT  1.00006598   -0 18 30.0
 MO1279;SPC CO N     - 1,642,868.87  2,868,468.43   sFT  1.00006598   -0 18 30.0
 MO1279;UTM  13      - 4,549,989.353   417,938.002   MT  0.99968288   -0 38 32.5
 MO1279
 MO1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1279!SPC WY E     -   0.99953990  x   0.99999454  =   0.99953444
 MO1279!SPC CO N     -   0.99953990  x   1.00006598  =   0.99960585
 MO1279!UTM  13      -   0.99953990  x   0.99968288  =   0.99922292
 MO1279
 MO1279:                Primary Azimuth Mark                     Grid Az
 MO1279:SPC WY E     -  RED                                      163 15 14.1
 MO1279:SPC CO N     -  RED                                      163 01 46.0
 MO1279:UTM  13      -  RED                                      163 21 48.5
 MO1279
 MO1279|---------------------------------------------------------------------|
 MO1279| PID    Reference Object                     Distance      Geod. Az  |
 MO1279|                                                           dddmmss.s |
 MO1279| LL1395 RED                                 APPROX.11.9 KM 1624316.0 |
 MO1279|---------------------------------------------------------------------|
 MO1279
 MO1279                          SUPERSEDED SURVEY CONTROL
 MO1279
 MO1279  NAD 83(1993)-  41 05 49.32943(N)    105 58 37.83627(W) AD(       ) 3
 MO1279  NAD 83(1986)-  41 05 49.32889(N)    105 58 37.83583(W) AD(       ) 3
 MO1279  NAD 27      -  41 05 49.41152(N)    105 58 35.81045(W) AD(       ) 3
 MO1279  NGVD 29 (07/19/86) 2944.4    (m)         9660.     (f) VERT ANG       
 MO1279
 MO1279.Superseded values are not recommended for survey control.
 MO1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1279.See file dsdata.txt to determine how the superseded data were derived.
 MO1279
 MO1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1793849989(NAD 83)
 MO1279_MARKER: DD = SURVEY DISK
 MO1279_SETTING: 66 = SET IN ROCK OUTCROP
 MO1279
 MO1279  HISTORY     - Date     Condition        Report By
 MO1279  HISTORY     - 1903     MONUMENTED       USGS
 MO1279  HISTORY     - 1949     GOOD             USGS
 MO1279
 MO1279                          STATION DESCRIPTION
 MO1279
 MO1279'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 MO1279'STATION MARK--BRONZE TRIANGULATION TABLET, CEMENTED IN SOLID ROCK.
 MO1279
 MO1279                          STATION RECOVERY (1949)
 MO1279
 MO1279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 MO1279'STATION IS SITUATED ABOUT 3.0 MI. E-SE. OF WOODS POST OFFICE, ON THE
 MO1279'HIGHEST PART OF THE MOUNTAIN BY THAT NAME.
 MO1279'
 MO1279'STATION MARK--BRONZE TRIANGULATION TABLET CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1276 ***********************************************************************
 MO1276  DESIGNATION -  JELM LOOKOUT HOUSE
 MO1276  PID         -  MO1276
 MO1276  STATE/COUNTY-  WY/ALBANY
 MO1276  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO1276
 MO1276                         *CURRENT SURVEY CONTROL
 MO1276  ___________________________________________________________________
 MO1276* NAD 83(1993)-  41 05 49.34370(N)    105 58 37.66982(W)     ADJUSTED  
 MO1276* NAVD 88     -      2946.     (meters)    9665.     (feet)  SCALED    
 MO1276  ___________________________________________________________________
 MO1276  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 MO1276  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 MO1276
 MO1276  HORZ ORDER  -  THIRD
 MO1276
 MO1276.The horizontal coordinates were established by classical geodetic methods
 MO1276.and adjusted by the National Geodetic Survey in January 1997..
 MO1276
 MO1276.The orthometric height was scaled from a topographic map.
 MO1276
 MO1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1276
 MO1276.The geoid height was determined by GEOID03.
 MO1276
 MO1276;                    North         East     Units Scale Factor Converg.
 MO1276;SPC WY E     -    66,613.692   131,915.524   MT  0.99999453   -0 31 58.0
 MO1276;SPC CO N     -   500,747.580   874,314.848   MT  1.00006598   -0 18 29.8
 MO1276;SPC CO N     - 1,642,869.35  2,868,481.30   sFT  1.00006598   -0 18 29.8
 MO1276;UTM  13      - 4,549,989.476   417,941.925   MT  0.99968287   -0 38 32.4
 MO1276
 MO1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1276!SPC WY E     -   0.99953980  x   0.99999453  =   0.99953433
 MO1276!SPC CO N     -   0.99953980  x   1.00006598  =   0.99960575
 MO1276!UTM  13      -   0.99953980  x   0.99968287  =   0.99922282
 MO1276
 MO1276                          SUPERSEDED SURVEY CONTROL
 MO1276
 MO1276  NAD 83(1993)-  41 05 49.33485(N)    105 58 37.66818(W) AD(       ) 4
 MO1276  NAD 83(1986)-  41 05 49.33431(N)    105 58 37.66775(W) AD(       ) 4
 MO1276  NAD 27      -  41 05 49.41700(N)    105 58 35.64300(W) AD(       ) 3
 MO1276
 MO1276.Superseded values are not recommended for survey control.
 MO1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1276.See file dsdata.txt to determine how the superseded data were derived.
 MO1276
 MO1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1794249989(NAD 83)
 MO1276_MARKER: 73 = LOOKOUT HOUSE
 MO1276_MARK LOGO: NONE  
 MO1276
 MO1276  HISTORY     - Date     Condition        Report By
 MO1276  HISTORY     - 1949     FIRST OBSERVED   CGS
 MO1276
 MO1276                          STATION DESCRIPTION
 MO1276
 MO1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MO1276'STATION IS THE TOP CENTER OF THE JELM LOOKOUT HOUSE WHICH
 MO1276'IS LOCATED ON A, LONE, PROMINENT, SHARP PEAK ABOUT 25 MILES AIR
 MO1276'LINE SOUTHWEST OF LARAMIE.  THE 1 LOOKOUT IS A WOOD AND STONE
 MO1276'STRUCTURE ABOUT 20 FEET SQUARE.  IT IS A TWO STORY BUILDING AND
 MO1276'IS SET ON THE SOUTHWEST EDGE OF JELM MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0448 ***********************************************************************
 PV0448  DESIGNATION -  JENSEN
 PV0448  PID         -  PV0448
 PV0448  STATE/COUNTY-  WY/CROOK
 PV0448  USGS QUAD   -  MIDDLE CREEK BUTTE (1984)
 PV0448
 PV0448                         *CURRENT SURVEY CONTROL
 PV0448  ___________________________________________________________________
 PV0448* NAD 83(1993)-  44 47 20.27373(N)    104 05 27.04998(W)     ADJUSTED  
 PV0448* NAVD 88     -      1064.     (meters)    3491.     (feet)  SCALED    
 PV0448  ___________________________________________________________________
 PV0448  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 PV0448  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 PV0448
 PV0448  HORZ ORDER  -  SECOND
 PV0448
 PV0448.The horizontal coordinates were established by classical geodetic methods
 PV0448.and adjusted by the National Geodetic Survey in January 1998..
 PV0448
 PV0448.The orthometric height was scaled from a topographic map.
 PV0448
 PV0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0448
 PV0448.The geoid height was determined by GEOID03.
 PV0448
 PV0448;                    North         East     Units Scale Factor Converg.
 PV0448;SPC WY E     -   476,976.670   285,130.486   MT  1.00002659   +0 45 28.6
 PV0448;SPC SD N     -   114,368.915   276,421.889   MT  0.99994953   -2 53 42.9
 PV0448;SPC SD N     -   375,225.35    906,894.15   sFT  0.99994953   -2 53 42.9
 PV0448;UTM  13      - 4,959,909.506   571,917.721   MT  0.99966360   +0 38 25.9
 PV0448
 PV0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0448!SPC WY E     -   0.99983547  x   1.00002659  =   0.99986206
 PV0448!SPC SD N     -   0.99983547  x   0.99994953  =   0.99978501
 PV0448!UTM  13      -   0.99983547  x   0.99966360  =   0.99949913
 PV0448
 PV0448|---------------------------------------------------------------------|
 PV0448| PID    Reference Object                     Distance      Geod. Az  |
 PV0448|                                                           dddmmss.s |
 PV0448| CQ4091 JENSEN RM 1                           7.903 METERS 00042     |
 PV0448| CQ4092 JENSEN RM 2                          10.249 METERS 23916     |
 PV0448| CQ4090 JENSEN AZ MK                                       2811448.4 |
 PV0448|---------------------------------------------------------------------|
 PV0448
 PV0448                          SUPERSEDED SURVEY CONTROL
 PV0448
 PV0448  NAD 83(1993)-  44 47 20.27019(N)    104 05 27.05199(W) AD(       ) 2
 PV0448  NAD 83(1986)-  44 47 20.26227(N)    104 05 27.04465(W) AD(       ) 2
 PV0448  NAD 27      -  44 47 20.31650(N)    104 05 25.26760(W) AD(       ) 2
 PV0448
 PV0448.Superseded values are not recommended for survey control.
 PV0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0448.See file dsdata.txt to determine how the superseded data were derived.
 PV0448
 PV0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7191859910(NAD 83)
 PV0448_MARKER: DS = TRIANGULATION STATION DISK
 PV0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0448_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PV0448
 PV0448  HISTORY     - Date     Condition        Report By
 PV0448  HISTORY     - 1962     MONUMENTED       CGS
 PV0448
 PV0448                          STATION DESCRIPTION
 PV0448
 PV0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 PV0448'THE STATION IS 14 MILES NORTHWEST OF BELLE FOURCHE, 2 MILES
 PV0448'WEST OF THE WYOMING-SOUTH DAKOTA STATE LINE, 0.2 MILE NORTHEAST
 PV0448'OF A GRAVEL ROAD THAT RUNS NORTHWEST-SOUTHEAST ALONG THE
 PV0448'CREST OF A PROMINENT RIDGE BETWEEN THE BELLE FOURCHE RIVER
 PV0448'AND U.S. HIGHWAY 212, ON A BARE KNOLL AND ON PROPERTY OWNED
 PV0448'BY THE LILLIAN JENSEN RANCH.
 PV0448'
 PV0448'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 PV0448'AND 212 AT THE NORTH EDGE OF BELLE FOURCHE, GO NORTHWEST ON
 PV0448'HIGHWAY 212 FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 PV0448'LEFT, GO WEST BETWEEN A PLANT AND LUMBER YARD, THEN NORTHWEST
 PV0448'ON THE GRAVEL ROAD FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT.
 PV0448'CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 5.35 MILES TO
 PV0448'A CROSSROAD.  CONTINUE STRAIGHT AHEAD ACROSS A CATTLE GUARD
 PV0448'FOR 3.5 MILES TO A ROAD FORK.  BEAR RIGHT, GO NORTHWEST ON
 PV0448'GRAVEL ROAD FOR 2.65 MILES TO A DIM TRACK ROAD ON THE RIGHT.*
 PV0448'TURN RIGHT, GO NORTHERLY ACROSS AN EXCAVATION AREA FOR 0.25
 PV0448'MILE TO THE TOP OF A BARE HILL AND THE STATION.
 PV0448'
 PV0448'THE STATION MARKS ARE STANDARD DISKS STAMPED JENSEN 1962.
 PV0448'THE SURFACE MARK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 PV0448'2 INCHES.  IT IS 5 FEET WEST OF A METAL WITNESS POST.
 PV0448'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 PV0448'CONCRETE 50 INCHES BELOW THE SURFACE OF THE GROUND.
 PV0448'
 PV0448'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JENSEN NO 1 1962,
 PV0448'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 PV0448'
 PV0448'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JENSEN NO 2 1962,
 PV0448'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 PV0448'
 PV0448'THE AZIMUTH MARK, A STANDARD DISK STAMPED JENSEN 1962, IS SET
 PV0448'IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 23
 PV0448'FEET SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 29 FEET SOUTH
 PV0448'OF A CATTLE GUARD, 22 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET
 PV0448'SOUTHEAST OF A METAL WITNESS POST, AND 1 FOOT NORTHEAST OF A FENCE.
 PV0448'
 PV0448'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHWEST
 PV0448'ON THE GRAVEL ROAD FOR 1.1 MILES TO A CATTLE GUARD AND THE
 PV0448'AZIMUTH MARK ON THE LEFT.
 PV0448'
 PV0448'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0134 ***********************************************************************
 NQ0134  DESIGNATION -  JF 1
 NQ0134  PID         -  NQ0134
 NQ0134  STATE/COUNTY-  WY/PLATTE
 NQ0134  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0134
 NQ0134                         *CURRENT SURVEY CONTROL
 NQ0134  ___________________________________________________________________
 NQ0134* NAD 83(1986)-  42 15 49.     (N)    104 56 50.     (W)     SCALED    
 NQ0134* NAVD 88     -      1434.901  (meters)    4707.67   (feet)  ADJUSTED  
 NQ0134  ___________________________________________________________________
 NQ0134  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NQ0134  DYNAMIC HT  -        1433.999 (meters)    4704.71  (feet)  COMP
 NQ0134  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 NQ0134
 NQ0134  VERT ORDER  -  FIRST     CLASS II
 NQ0134
 NQ0134.The horizontal coordinates were scaled from a topographic map and have
 NQ0134.an estimated accuracy of +/- 6 seconds.
 NQ0134
 NQ0134.The orthometric height was determined by differential leveling
 NQ0134.and adjusted by the National Geodetic Survey in June 1991..
 NQ0134
 NQ0134.The geoid height was determined by GEOID03.
 NQ0134
 NQ0134.The dynamic height is computed by dividing the NAVD 88
 NQ0134.geopotential number by the normal gravity value computed on the
 NQ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0134.degrees latitude (g = 980.6199 gals.).
 NQ0134
 NQ0134.The modeled gravity was interpolated from observed gravity values.
 NQ0134
 NQ0134;                    North         East    Units  Estimated Accuracy
 NQ0134;SPC WY E     -   195,880.      218,110.      MT  (+/- 180 meters Scaled)
 NQ0134
 NQ0134                          SUPERSEDED SURVEY CONTROL
 NQ0134
 NQ0134  NGVD 29 (??/??/92) 1434.11   (m)         4705.1    (f) COMPUTED    1 2
 NQ0134
 NQ0134.Superseded values are not recommended for survey control.
 NQ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0134.See file dsdata.txt to determine how the superseded data were derived.
 NQ0134
 NQ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG043790(NAD 83)
 NQ0134_MARKER: DB = BENCH MARK DISK
 NQ0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0134_SP_SET: CULVERT
 NQ0134_STAMPING: J F 1 1948 4705
 NQ0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0134
 NQ0134  HISTORY     - Date     Condition        Report By
 NQ0134  HISTORY     - 1948     MONUMENTED       USGS
 NQ0134  HISTORY     - 1956     GOOD             NGS
 NQ0134
 NQ0134                          STATION DESCRIPTION
 NQ0134
 NQ0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0134'19.4 MI NW FROM WHEATLAND.
 NQ0134'19.45 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0134'FROM THE STATION AT WHEATLAND, 342 FEET SOUTHWEST OF THE
 NQ0134'CENTER OF A ROAD CROSSING, 27 FEET NORTHWEST OF THE NORTHWEST
 NQ0134'RAIL, 12 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOO OF THE
 NQ0134'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT,
 NQ0134'IN THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 27 NORTH, RANGE
 NQ0134'68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0534 ***********************************************************************
 NQ0534  DESIGNATION -  JF 14
 NQ0534  PID         -  NQ0534
 NQ0534  STATE/COUNTY-  WY/CONVERSE
 NQ0534  USGS QUAD   -  SIMPSON DRAW (1970)
 NQ0534
 NQ0534                         *CURRENT SURVEY CONTROL
 NQ0534  ___________________________________________________________________
 NQ0534* NAD 83(1993)-  42 45 51.15706(N)    105 11 26.65661(W)     ADJUSTED  
 NQ0534* NAVD 88     -      1593.0    (meters)    5226.     (feet)  VERTCON   
 NQ0534  ___________________________________________________________________
 NQ0534  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 NQ0534  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NQ0534
 NQ0534  HORZ ORDER  -  THIRD
 NQ0534  VERT ORDER  -  THIRD ? (See Below)
 NQ0534
 NQ0534.The horizontal coordinates were established by classical geodetic methods
 NQ0534.and adjusted by the National Geodetic Survey in January 1997..
 NQ0534
 NQ0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0534.The vertical order pertains to the NGVD 29 superseded value.
 NQ0534
 NQ0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0534
 NQ0534.The geoid height was determined by GEOID03.
 NQ0534
 NQ0534;                    North         East     Units Scale Factor Converg.
 NQ0534;SPC WY E     -   251,461.714   198,029.839   MT  0.99993755   -0 00 58.8
 NQ0534;UTM  13      - 4,734,648.929   484,393.947   MT  0.99960300   -0 07 46.2
 NQ0534
 NQ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0534!SPC WY E     -   0.99975249  x   0.99993755  =   0.99969006
 NQ0534!UTM  13      -   0.99975249  x   0.99960300  =   0.99935559
 NQ0534
 NQ0534:                Primary Azimuth Mark                     Grid Az
 NQ0534:SPC WY E     -  ARROW                                    282 28 36.0
 NQ0534:UTM  13      -  ARROW                                    282 35 23.4
 NQ0534
 NQ0534|---------------------------------------------------------------------|
 NQ0534| PID    Reference Object                     Distance      Geod. Az  |
 NQ0534|                                                           dddmmss.s |
 NQ0534| NQ0532 ARROW                               APPROX. 3.4 KM 2822737.2 |
 NQ0534|---------------------------------------------------------------------|
 NQ0534
 NQ0534                          SUPERSEDED SURVEY CONTROL
 NQ0534
 NQ0534  NAD 83(1986)-  42 45 51.13575(N)    105 11 26.64453(W) AD(       ) 3
 NQ0534  NAD 27      -  42 45 51.25120(N)    105 11 24.72323(W) AD(       ) 3
 NQ0534  NGVD 29 (07/19/86) 1592.2    (m)         5224.     (f) LEVELING    3  
 NQ0534
 NQ0534.Superseded values are not recommended for survey control.
 NQ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0534.See file dsdata.txt to determine how the superseded data were derived.
 NQ0534
 NQ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8439434649(NAD 83)
 NQ0534_MARKER: DD = SURVEY DISK
 NQ0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0534+STABILITY: SURFACE MOTION
 NQ0534
 NQ0534  HISTORY     - Date     Condition        Report By
 NQ0534  HISTORY     - 1948     MONUMENTED       USGS
 NQ0534
 NQ0534                          STATION DESCRIPTION
 NQ0534
 NQ0534'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0534'LOCATED ON S. SIDE OF RD. AT S. RIGHT-OF-WAY FENCE LINE, E. OF T-RD.
 NQ0534'S., 28.0 FT. S. OF CENTER OF E-W. RD. AND 82.0 FT. E. OF CENTER OF
 NQ0534'T-RD. S.  LOCATED IN THE NE. 1/4 SEC. 12, TWP. 32 N, R 70 W.
 NQ0534'
 NQ0534'TO REACH FROM DOUGLAS, FROM POST OFFICE AT N. THIRD AND POPLAR STS.
 NQ0534'GO E. ON POPLAR ST., TO RD. FORK N., AND E. 1/2 BLOCK E. OF N. 8TH
 NQ0534'ST.  TAKE LEFT FORK N. 0.10 MI. TO CATTLEGUARD IN SADDLE.  CONTINUE
 NQ0534'ON MAIN RD. SLIGHTLY N. THENCE E. FOR 10.10 MI. TO CROSSROADS AND
 NQ0534'STATION.
 NQ0534'
 NQ0534'STATION MARK--STANDARD TABLET STAMPED ---JF-14 1947--- SET IN 8 IN.
 NQ0534'X 8 IN. X 4 FT. CONCRETE POST.
 NQ0534'
 NQ0534'REFERENCE MARK NO. 1--ONE IN. IRON PIPE EXTENDING 6 IN. ABOVE GROUND,
 NQ0534'BEING S 04 DEG 27 MIN W, 48.20 FT.
 NQ0534'FROM STATION MARK.
 NQ0534'
 NQ0534'REFERENCE MARK NO. 2--ONE IN. IRON PIPE EXTENDING 6 IN. ABOVE GROUND,
 NQ0534'BEING N 83 DEG 31 MIN W, 46.70 FT.
 NQ0534'FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0241 ***********************************************************************
 NQ0241  DESIGNATION -  JF 19
 NQ0241  PID         -  NQ0241
 NQ0241  STATE/COUNTY-  WY/CONVERSE
 NQ0241  USGS QUAD   -  SHAWNEE (1961)
 NQ0241
 NQ0241                         *CURRENT SURVEY CONTROL
 NQ0241  ___________________________________________________________________
 NQ0241* NAD 83(1986)-  42 44 24.     (N)    105 01 38.     (W)     SCALED    
 NQ0241* NAVD 88     -      1530.855  (meters)    5022.48   (feet)  ADJUSTED  
 NQ0241  ___________________________________________________________________
 NQ0241  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NQ0241  DYNAMIC HT  -        1529.943 (meters)    5019.49  (feet)  COMP
 NQ0241  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 NQ0241
 NQ0241  VERT ORDER  -  FIRST     CLASS II
 NQ0241
 NQ0241.The horizontal coordinates were scaled from a topographic map and have
 NQ0241.an estimated accuracy of +/- 6 seconds.
 NQ0241
 NQ0241.The orthometric height was determined by differential leveling
 NQ0241.and adjusted by the National Geodetic Survey in June 1991..
 NQ0241
 NQ0241.The geoid height was determined by GEOID03.
 NQ0241
 NQ0241.The dynamic height is computed by dividing the NAVD 88
 NQ0241.geopotential number by the normal gravity value computed on the
 NQ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0241.degrees latitude (g = 980.6199 gals.).
 NQ0241
 NQ0241.The modeled gravity was interpolated from observed gravity values.
 NQ0241
 NQ0241;                    North         East    Units  Estimated Accuracy
 NQ0241;SPC WY E     -   248,780.      211,420.      MT  (+/- 180 meters Scaled)
 NQ0241
 NQ0241                          SUPERSEDED SURVEY CONTROL
 NQ0241
 NQ0241  NGVD 29 (??/??/92) 1530.06   (m)         5019.9    (f) COMPUTED    1 2
 NQ0241
 NQ0241.Superseded values are not recommended for survey control.
 NQ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0241.See file dsdata.txt to determine how the superseded data were derived.
 NQ0241
 NQ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH977319(NAD 83)
 NQ0241_MARKER: DD = SURVEY DISK
 NQ0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0241_STAMPING: J F 19 1947 5020
 NQ0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0241+STABILITY: SURFACE MOTION
 NQ0241
 NQ0241  HISTORY     - Date     Condition        Report By
 NQ0241  HISTORY     - 1947     MONUMENTED       USGS
 NQ0241  HISTORY     - 1954     GOOD             NGS
 NQ0241
 NQ0241                          STATION DESCRIPTION
 NQ0241
 NQ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0241'1 MI W FROM SHAWNEE.
 NQ0241'1.0 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0241'THE STATION AT SHAWNEE, 11 1/2 POLES EAST OF MILEPOST 522, 128
 NQ0241'FEET NORTH OF THE NORTH RAIL, 35 FEET EAST OF THE CENTER OF A
 NQ0241'GATE, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 NQ0241'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 NQ0241'THE GROUND.  IN THE SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 32
 NQ0241'NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0132 ***********************************************************************
 NQ0132  DESIGNATION -  JF 2
 NQ0132  PID         -  NQ0132
 NQ0132  STATE/COUNTY-  WY/PLATTE
 NQ0132  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0132
 NQ0132                         *CURRENT SURVEY CONTROL
 NQ0132  ___________________________________________________________________
 NQ0132* NAD 83(1986)-  42 16 18.     (N)    104 55 11.     (W)     SCALED    
 NQ0132* NAVD 88     -      1416.177  (meters)    4646.24   (feet)  ADJUSTED  
 NQ0132  ___________________________________________________________________
 NQ0132  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 NQ0132  DYNAMIC HT  -        1415.290 (meters)    4643.33  (feet)  COMP
 NQ0132  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 NQ0132
 NQ0132  VERT ORDER  -  FIRST     CLASS II
 NQ0132
 NQ0132.The horizontal coordinates were scaled from a topographic map and have
 NQ0132.an estimated accuracy of +/- 6 seconds.
 NQ0132
 NQ0132.The orthometric height was determined by differential leveling
 NQ0132.and adjusted by the National Geodetic Survey in June 1991..
 NQ0132
 NQ0132.The geoid height was determined by GEOID03.
 NQ0132
 NQ0132.The dynamic height is computed by dividing the NAVD 88
 NQ0132.geopotential number by the normal gravity value computed on the
 NQ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0132.degrees latitude (g = 980.6199 gals.).
 NQ0132
 NQ0132.The modeled gravity was interpolated from observed gravity values.
 NQ0132
 NQ0132;                    North         East    Units  Estimated Accuracy
 NQ0132;SPC WY E     -   196,780.      220,370.      MT  (+/- 180 meters Scaled)
 NQ0132
 NQ0132                          SUPERSEDED SURVEY CONTROL
 NQ0132
 NQ0132  NGVD 29 (??/??/92) 1415.38   (m)         4643.6    (f) COMPUTED    1 2
 NQ0132
 NQ0132.Superseded values are not recommended for survey control.
 NQ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0132.See file dsdata.txt to determine how the superseded data were derived.
 NQ0132
 NQ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG066799(NAD 83)
 NQ0132_MARKER: DD = SURVEY DISK
 NQ0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0132_SP_SET: BRIDGE ABUTMENT
 NQ0132_STAMPING: J F 2 1948 4643
 NQ0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0132
 NQ0132  HISTORY     - Date     Condition        Report By
 NQ0132  HISTORY     - 1948     MONUMENTED       USGS
 NQ0132  HISTORY     - 1956     GOOD             NGS
 NQ0132
 NQ0132                          STATION DESCRIPTION
 NQ0132
 NQ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0132'21 MI NW FROM WHEATLAND.
 NQ0132'21.0 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0132'FROM THE STATION AT WHEATLAND, 40.7 FEET NORTHEAST OF MILEPOST
 NQ0132'235, 5.7 FEET NORTH OF THE NORTH RAIL, 1.8 FEET BELOW THE
 NQ0132'TOP OF THE RAILS, SET IN THE TOP OF THE NORTH END OF THE
 NQ0132'WEST CONCRETE ABUTMENT OF BRIDGE 235.01, IN SECTION 32, TOWNSHIP
 NQ0132'27 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0247 ***********************************************************************
 NQ0247  DESIGNATION -  JF 20
 NQ0247  PID         -  NQ0247
 NQ0247  STATE/COUNTY-  WY/CONVERSE
 NQ0247  USGS QUAD   -  SHAWNEE (1961)
 NQ0247
 NQ0247                         *CURRENT SURVEY CONTROL
 NQ0247  ___________________________________________________________________
 NQ0247* NAD 83(1986)-  42 43 40.     (N)    105 02 54.     (W)     SCALED    
 NQ0247* NAVD 88     -      1508.249  (meters)    4948.31   (feet)  ADJUSTED  
 NQ0247  ___________________________________________________________________
 NQ0247  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 NQ0247  DYNAMIC HT  -        1507.349 (meters)    4945.36  (feet)  COMP
 NQ0247  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 NQ0247
 NQ0247  VERT ORDER  -  FIRST     CLASS II
 NQ0247
 NQ0247.The horizontal coordinates were scaled from a topographic map and have
 NQ0247.an estimated accuracy of +/- 6 seconds.
 NQ0247
 NQ0247.The orthometric height was determined by differential leveling
 NQ0247.and adjusted by the National Geodetic Survey in June 1991..
 NQ0247
 NQ0247.The geoid height was determined by GEOID03.
 NQ0247
 NQ0247.The dynamic height is computed by dividing the NAVD 88
 NQ0247.geopotential number by the normal gravity value computed on the
 NQ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0247.degrees latitude (g = 980.6199 gals.).
 NQ0247
 NQ0247.The modeled gravity was interpolated from observed gravity values.
 NQ0247
 NQ0247;                    North         East    Units  Estimated Accuracy
 NQ0247;SPC WY E     -   247,420.      209,690.      MT  (+/- 180 meters Scaled)
 NQ0247
 NQ0247                          SUPERSEDED SURVEY CONTROL
 NQ0247
 NQ0247  NGVD 29 (??/??/92) 1507.45   (m)         4945.7    (f) COMPUTED    1 2
 NQ0247
 NQ0247.Superseded values are not recommended for survey control.
 NQ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0247.See file dsdata.txt to determine how the superseded data were derived.
 NQ0247
 NQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH960305(NAD 83)
 NQ0247_MARKER: DD = SURVEY DISK
 NQ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0247_STAMPING: J F 20 1947 4946
 NQ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0247+STABILITY: SURFACE MOTION
 NQ0247
 NQ0247  HISTORY     - Date     Condition        Report By
 NQ0247  HISTORY     - 1947     MONUMENTED       USGS
 NQ0247  HISTORY     - 1954     GOOD             NGS
 NQ0247
 NQ0247                          STATION DESCRIPTION
 NQ0247
 NQ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0247'2.5 MI SW FROM SHAWNEE.
 NQ0247'2.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0247'FROM THE STATION AT SHAWNEE, 5 POLES SOUTHWEST OF MILEPOST 523,
 NQ0247'225 FEET WEST OF THE WEST END OF A TRESTLE WHICH IS USED AS AN
 NQ0247'UNDERPASS, 76 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET
 NQ0247'SOUTHEAST OF A SNOW FENCE, 2 FEET NORTHEAST OF A WITNESS POST,
 NQ0247'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 NQ0247'THE GROUND.  IN THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 32
 NQ0247'NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0250 ***********************************************************************
 NQ0250  DESIGNATION -  JF 21
 NQ0250  PID         -  NQ0250
 NQ0250  STATE/COUNTY-  WY/CONVERSE
 NQ0250  USGS QUAD   -  SHAWNEE (1961)
 NQ0250
 NQ0250                         *CURRENT SURVEY CONTROL
 NQ0250  ___________________________________________________________________
 NQ0250* NAD 83(1986)-  42 42 32.     (N)    105 04 31.     (W)     SCALED    
 NQ0250* NAVD 88     -      1478.232  (meters)    4849.83   (feet)  ADJUSTED  
 NQ0250  ___________________________________________________________________
 NQ0250  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NQ0250  DYNAMIC HT  -        1477.348 (meters)    4846.93  (feet)  COMP
 NQ0250  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 NQ0250
 NQ0250  VERT ORDER  -  FIRST     CLASS II
 NQ0250
 NQ0250.The horizontal coordinates were scaled from a topographic map and have
 NQ0250.an estimated accuracy of +/- 6 seconds.
 NQ0250
 NQ0250.The orthometric height was determined by differential leveling
 NQ0250.and adjusted by the National Geodetic Survey in June 1991..
 NQ0250
 NQ0250.The geoid height was determined by GEOID03.
 NQ0250
 NQ0250.The dynamic height is computed by dividing the NAVD 88
 NQ0250.geopotential number by the normal gravity value computed on the
 NQ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0250.degrees latitude (g = 980.6199 gals.).
 NQ0250
 NQ0250.The modeled gravity was interpolated from observed gravity values.
 NQ0250
 NQ0250;                    North         East    Units  Estimated Accuracy
 NQ0250;SPC WY E     -   245,320.      207,490.      MT  (+/- 180 meters Scaled)
 NQ0250
 NQ0250                          SUPERSEDED SURVEY CONTROL
 NQ0250
 NQ0250  NGVD 29 (??/??/92) 1477.43   (m)         4847.2    (f) COMPUTED    1 2
 NQ0250
 NQ0250.Superseded values are not recommended for survey control.
 NQ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0250.See file dsdata.txt to determine how the superseded data were derived.
 NQ0250
 NQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH938284(NAD 83)
 NQ0250_MARKER: DD = SURVEY DISK
 NQ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0250_STAMPING: J F 21 1947 4847
 NQ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0250+STABILITY: SURFACE MOTION
 NQ0250
 NQ0250  HISTORY     - Date     Condition        Report By
 NQ0250  HISTORY     - 1947     MONUMENTED       USGS
 NQ0250  HISTORY     - 1954     GOOD             NGS
 NQ0250
 NQ0250                          STATION DESCRIPTION
 NQ0250
 NQ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0250'4.3 MI SW FROM SHAWNEE.
 NQ0250'4.3 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0250'FROM THE STATION AT SHAWNEE, AT MILEPOST 525, 96 FEET NORTHWEST
 NQ0250'OF THE NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A FENCE, 2 FEET
 NQ0250'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NQ0250'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  IN SECTION 36,
 NQ0250'TOWNSHIP 32 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0252 ***********************************************************************
 NQ0252  DESIGNATION -  JF 22
 NQ0252  PID         -  NQ0252
 NQ0252  STATE/COUNTY-  WY/CONVERSE
 NQ0252  USGS QUAD   -  SHAWNEE (1961)
 NQ0252
 NQ0252                         *CURRENT SURVEY CONTROL
 NQ0252  ___________________________________________________________________
 NQ0252* NAD 83(1986)-  42 41 44.     (N)    105 06 15.     (W)     SCALED    
 NQ0252* NAVD 88     -      1458.754  (meters)    4785.93   (feet)  ADJUSTED  
 NQ0252  ___________________________________________________________________
 NQ0252  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NQ0252  DYNAMIC HT  -        1457.879 (meters)    4783.06  (feet)  COMP
 NQ0252  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 NQ0252
 NQ0252  VERT ORDER  -  FIRST     CLASS II
 NQ0252
 NQ0252.The horizontal coordinates were scaled from a topographic map and have
 NQ0252.an estimated accuracy of +/- 6 seconds.
 NQ0252
 NQ0252.The orthometric height was determined by differential leveling
 NQ0252.and adjusted by the National Geodetic Survey in June 1991..
 NQ0252
 NQ0252.The geoid height was determined by GEOID03.
 NQ0252
 NQ0252.The dynamic height is computed by dividing the NAVD 88
 NQ0252.geopotential number by the normal gravity value computed on the
 NQ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0252.degrees latitude (g = 980.6199 gals.).
 NQ0252
 NQ0252.The modeled gravity was interpolated from observed gravity values.
 NQ0252
 NQ0252;                    North         East    Units  Estimated Accuracy
 NQ0252;SPC WY E     -   243,840.      205,120.      MT  (+/- 180 meters Scaled)
 NQ0252
 NQ0252                          SUPERSEDED SURVEY CONTROL
 NQ0252
 NQ0252  NGVD 29 (??/??/92) 1457.95   (m)         4783.3    (f) COMPUTED    1 2
 NQ0252
 NQ0252.Superseded values are not recommended for survey control.
 NQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0252.See file dsdata.txt to determine how the superseded data were derived.
 NQ0252
 NQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH914270(NAD 83)
 NQ0252_MARKER: DD = SURVEY DISK
 NQ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0252_STAMPING: J F 22 1947 4783
 NQ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0252+STABILITY: SURFACE MOTION
 NQ0252
 NQ0252  HISTORY     - Date     Condition        Report By
 NQ0252  HISTORY     - 1947     MONUMENTED       USGS
 NQ0252  HISTORY     - 1954     GOOD             NGS
 NQ0252
 NQ0252                          STATION DESCRIPTION
 NQ0252
 NQ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0252'5.4 MI NE FROM ORIN.
 NQ0252'5.4 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0252'FROM THE STATION AT ORIN, 8 1/2 POLES NORTHEAST OF MILEPOST 527,
 NQ0252'96 FEET NORTHWEST OF THE NORTHWEST RAIL, 29 FEET SOUTHWEST OF
 NQ0252'THE CENTER OF A WIRE GATE, 1 FOOT SOUTHEAST OF A FENCE, 2 FEET
 NQ0252'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NQ0252'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  IN THE SOUTHWEST 1/4
 NQ0252'OF SECTION 35, TOWNSHIP 32 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0263 ***********************************************************************
 NQ0263  DESIGNATION -  JF 23
 NQ0263  PID         -  NQ0263
 NQ0263  STATE/COUNTY-  WY/CONVERSE
 NQ0263  USGS QUAD   -  ORIN (1949)
 NQ0263
 NQ0263                         *CURRENT SURVEY CONTROL
 NQ0263  ___________________________________________________________________
 NQ0263* NAD 83(1986)-  42 39 06.     (N)    105 10 04.     (W)     SCALED    
 NQ0263* NAVD 88     -      1423.601  (meters)    4670.60   (feet)  ADJUSTED  
 NQ0263  ___________________________________________________________________
 NQ0263  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NQ0263  DYNAMIC HT  -        1422.740 (meters)    4667.77  (feet)  COMP
 NQ0263  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 NQ0263
 NQ0263  VERT ORDER  -  FIRST     CLASS II
 NQ0263
 NQ0263.The horizontal coordinates were scaled from a topographic map and have
 NQ0263.an estimated accuracy of +/- 6 seconds.
 NQ0263
 NQ0263.The orthometric height was determined by differential leveling
 NQ0263.and adjusted by the National Geodetic Survey in June 1991..
 NQ0263
 NQ0263.The geoid height was determined by GEOID03.
 NQ0263
 NQ0263.The dynamic height is computed by dividing the NAVD 88
 NQ0263.geopotential number by the normal gravity value computed on the
 NQ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0263.degrees latitude (g = 980.6199 gals.).
 NQ0263
 NQ0263.The modeled gravity was interpolated from observed gravity values.
 NQ0263
 NQ0263;                    North         East    Units  Estimated Accuracy
 NQ0263;SPC WY E     -   238,960.      199,910.      MT  (+/- 180 meters Scaled)
 NQ0263
 NQ0263                          SUPERSEDED SURVEY CONTROL
 NQ0263
 NQ0263  NGVD 29 (??/??/92) 1422.79   (m)         4667.9    (f) COMPUTED    1 2
 NQ0263
 NQ0263.Superseded values are not recommended for survey control.
 NQ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0263.See file dsdata.txt to determine how the superseded data were derived.
 NQ0263
 NQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH862221(NAD 83)
 NQ0263_MARKER: DD = SURVEY DISK
 NQ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0263_STAMPING: J F 23 1947 4669
 NQ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0263+STABILITY: SURFACE MOTION
 NQ0263
 NQ0263  HISTORY     - Date     Condition        Report By
 NQ0263  HISTORY     - 1947     MONUMENTED       USGS
 NQ0263  HISTORY     - 1956     GOOD             NGS
 NQ0263  HISTORY     - 20000911 MARK NOT FOUND   NGS
 NQ0263
 NQ0263                          STATION DESCRIPTION
 NQ0263
 NQ0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0263'1.2 MI SE FROM ORIN.
 NQ0263'1.15 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0263'RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILROAD STATION
 NQ0263'AT ORIN, 0.15 MILE NORTHWEST OF THE NORTHWEST END OF A CONCRETE
 NQ0263'HIGHWAY BRIDGE OVER THE NORTH PLATTE RIVER, 342 FEET NORTHEAST
 NQ0263'OF THE NORTHEAST RAIL, 87 FEET NORTHEAST OF THE CENTER LINE OF
 NQ0263'U.S. HIGHWAY 87, 24 FEET NORTHWEST OF A FENCE CORNER, 9.4 FEET
 NQ0263'NORTHEAST OF A FENCE, 1 FOOT NORTHWEST OF A WITNESS POST, SET
 NQ0263'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 NQ0263'GROUND, IN THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 31 NORTH,
 NQ0263'RANGE 69 WEST.
 NQ0263
 NQ0263                          STATION RECOVERY (2000)
 NQ0263
 NQ0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 NQ0263'OLD US 87 AND 26 IS NOW WY 319.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0267 ***********************************************************************
 NQ0267  DESIGNATION -  JF 24
 NQ0267  PID         -  NQ0267
 NQ0267  STATE/COUNTY-  WY/CONVERSE
 NQ0267  USGS QUAD   -  ORIN (1949)
 NQ0267
 NQ0267                         *CURRENT SURVEY CONTROL
 NQ0267  ___________________________________________________________________
 NQ0267* NAD 83(1986)-  42 38 13.     (N)    105 08 52.     (W)     SCALED    
 NQ0267* NAVD 88     -      1423.312  (meters)    4669.65   (feet)  ADJUSTED  
 NQ0267  ___________________________________________________________________
 NQ0267  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NQ0267  DYNAMIC HT  -        1422.452 (meters)    4666.83  (feet)  COMP
 NQ0267  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 NQ0267
 NQ0267  VERT ORDER  -  FIRST     CLASS II
 NQ0267
 NQ0267.The horizontal coordinates were scaled from a topographic map and have
 NQ0267.an estimated accuracy of +/- 6 seconds.
 NQ0267
 NQ0267.The orthometric height was determined by differential leveling
 NQ0267.and adjusted by the National Geodetic Survey in June 1991..
 NQ0267
 NQ0267.The geoid height was determined by GEOID03.
 NQ0267
 NQ0267.The dynamic height is computed by dividing the NAVD 88
 NQ0267.geopotential number by the normal gravity value computed on the
 NQ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0267.degrees latitude (g = 980.6199 gals.).
 NQ0267
 NQ0267.The modeled gravity was interpolated from observed gravity values.
 NQ0267
 NQ0267;                    North         East    Units  Estimated Accuracy
 NQ0267;SPC WY E     -   237,330.      201,550.      MT  (+/- 180 meters Scaled)
 NQ0267
 NQ0267                          SUPERSEDED SURVEY CONTROL
 NQ0267
 NQ0267  NGVD 29 (??/??/92) 1422.50   (m)         4667.0    (f) COMPUTED    1 2
 NQ0267
 NQ0267.Superseded values are not recommended for survey control.
 NQ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0267.See file dsdata.txt to determine how the superseded data were derived.
 NQ0267
 NQ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH878205(NAD 83)
 NQ0267_MARKER: DD = SURVEY DISK
 NQ0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0267_STAMPING: J F 24 1947 4667
 NQ0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0267+STABILITY: SURFACE MOTION
 NQ0267
 NQ0267  HISTORY     - Date     Condition        Report By
 NQ0267  HISTORY     - 1947     MONUMENTED       USGS
 NQ0267  HISTORY     - 1956     GOOD             NGS
 NQ0267
 NQ0267                          STATION DESCRIPTION
 NQ0267
 NQ0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0267'2.6 MI SE FROM ORIN.
 NQ0267'2.55 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0267'RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILROAD STATION AT
 NQ0267'ORIN, AT A ROAD CROSSING, 147 FEET SOUTHWEST OF THE CENTER LINE
 NQ0267'OF U.S. HIGHWAY 87, 64 FEET SOUTHEAST OF THE CENTER LINE OF A
 NQ0267'DIRT ROAD, 44.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3.2 FEET
 NQ0267'NORTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A WITNESS POST, SET IN
 NQ0267'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN
 NQ0267'THE SOUTHEAST 1/4 OF SECTION 20, TOWNSHIP 31 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0257 ***********************************************************************
 NQ0257  DESIGNATION -  JF 27
 NQ0257  PID         -  NQ0257
 NQ0257  STATE/COUNTY-  WY/CONVERSE
 NQ0257  USGS QUAD   -  ORIN (1949)
 NQ0257
 NQ0257                         *CURRENT SURVEY CONTROL
 NQ0257  ___________________________________________________________________
 NQ0257* NAD 83(1986)-  42 40 03.     (N)    105 09 17.     (W)     SCALED    
 NQ0257* NAVD 88     -      1442.921  (meters)    4733.98   (feet)  ADJUSTED  
 NQ0257  ___________________________________________________________________
 NQ0257  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 NQ0257  DYNAMIC HT  -        1442.051 (meters)    4731.13  (feet)  COMP
 NQ0257  MODELED GRAV-     979,967.1   (mgal)                       NAVD 88
 NQ0257
 NQ0257  VERT ORDER  -  FIRST     CLASS II
 NQ0257
 NQ0257.The horizontal coordinates were scaled from a topographic map and have
 NQ0257.an estimated accuracy of +/- 6 seconds.
 NQ0257
 NQ0257.The orthometric height was determined by differential leveling
 NQ0257.and adjusted by the National Geodetic Survey in June 1991..
 NQ0257
 NQ0257.The geoid height was determined by GEOID03.
 NQ0257
 NQ0257.The dynamic height is computed by dividing the NAVD 88
 NQ0257.geopotential number by the normal gravity value computed on the
 NQ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0257.degrees latitude (g = 980.6199 gals.).
 NQ0257
 NQ0257.The modeled gravity was interpolated from observed gravity values.
 NQ0257
 NQ0257;                    North         East    Units  Estimated Accuracy
 NQ0257;SPC WY E     -   240,720.      200,980.      MT  (+/- 180 meters Scaled)
 NQ0257
 NQ0257                          SUPERSEDED SURVEY CONTROL
 NQ0257
 NQ0257  NGVD 29 (??/??/92) 1442.11   (m)         4731.3    (f) COMPUTED    1 2
 NQ0257
 NQ0257.Superseded values are not recommended for survey control.
 NQ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0257.See file dsdata.txt to determine how the superseded data were derived.
 NQ0257
 NQ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH873239(NAD 83)
 NQ0257_MARKER: DD = SURVEY DISK
 NQ0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0257_STAMPING: J F 27 1947 4731
 NQ0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0257+STABILITY: SURFACE MOTION
 NQ0257
 NQ0257  HISTORY     - Date     Condition        Report By
 NQ0257  HISTORY     - 1947     MONUMENTED       USGS
 NQ0257  HISTORY     - 1954     GOOD             NGS
 NQ0257
 NQ0257                          STATION DESCRIPTION
 NQ0257
 NQ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0257'2.1 MI NE FROM ORIN.
 NQ0257'2.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0257'FROM THE STATION AT ORIN, 108 FEET SOUTH OF MILEPOST 530, 99 FEET
 NQ0257'SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT NORTHWEST OF A FENCE,
 NQ0257'2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NQ0257'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION 9,
 NQ0257'TOWNSHIP 31 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0268 ***********************************************************************
 NQ0268  DESIGNATION -  JF 29
 NQ0268  PID         -  NQ0268
 NQ0268  STATE/COUNTY-  WY/CONVERSE
 NQ0268  USGS QUAD   -  ORIN (1949)
 NQ0268
 NQ0268                         *CURRENT SURVEY CONTROL
 NQ0268  ___________________________________________________________________
 NQ0268* NAD 83(1986)-  42 37 35.     (N)    105 07 48.     (W)     SCALED    
 NQ0268* NAVD 88     -      1421.020  (meters)    4662.13   (feet)  ADJUSTED  
 NQ0268  ___________________________________________________________________
 NQ0268  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NQ0268  DYNAMIC HT  -        1420.162 (meters)    4659.31  (feet)  COMP
 NQ0268  MODELED GRAV-     979,967.8   (mgal)                       NAVD 88
 NQ0268
 NQ0268  VERT ORDER  -  FIRST     CLASS II
 NQ0268
 NQ0268.The horizontal coordinates were scaled from a topographic map and have
 NQ0268.an estimated accuracy of +/- 6 seconds.
 NQ0268
 NQ0268.The orthometric height was determined by differential leveling
 NQ0268.and adjusted by the National Geodetic Survey in June 1991..
 NQ0268
 NQ0268.The geoid height was determined by GEOID03.
 NQ0268
 NQ0268.The dynamic height is computed by dividing the NAVD 88
 NQ0268.geopotential number by the normal gravity value computed on the
 NQ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0268.degrees latitude (g = 980.6199 gals.).
 NQ0268
 NQ0268.The modeled gravity was interpolated from observed gravity values.
 NQ0268
 NQ0268;                    North         East    Units  Estimated Accuracy
 NQ0268;SPC WY E     -   236,150.      203,010.      MT  (+/- 180 meters Scaled)
 NQ0268
 NQ0268                          SUPERSEDED SURVEY CONTROL
 NQ0268
 NQ0268  NGVD 29 (??/??/92) 1420.21   (m)         4659.5    (f) COMPUTED    1 2
 NQ0268
 NQ0268.Superseded values are not recommended for survey control.
 NQ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0268.See file dsdata.txt to determine how the superseded data were derived.
 NQ0268
 NQ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH893193(NAD 83)
 NQ0268_MARKER: DD = SURVEY DISK
 NQ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0268_STAMPING: J F 29 1947 4659
 NQ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0268+STABILITY: SURFACE MOTION
 NQ0268
 NQ0268  HISTORY     - Date     Condition        Report By
 NQ0268  HISTORY     - 1947     MONUMENTED       USGS
 NQ0268  HISTORY     - 1956     GOOD             NGS
 NQ0268
 NQ0268                          STATION DESCRIPTION
 NQ0268
 NQ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0268'3.8 MI SE FROM ORIN.
 NQ0268'3.75 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0268'RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILROAD STATION AT
 NQ0268'ORIN, AT A ROAD CROSSING, 62 FEET NORTHWEST OF THE CENTER LINE
 NQ0268'OF A DIRT ROAD, 72.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 55.6
 NQ0268'FEET SOUTHEAST OF A POWER POLE, 22 FEET NORTHWEST OF A FENCE
 NQ0268'CORNER, 1.8 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHEAST OF A
 NQ0268'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0268'0.5 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 28,
 NQ0268'TOWNSHIP 31 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0130 ***********************************************************************
 NQ0130  DESIGNATION -  JF 3
 NQ0130  PID         -  NQ0130
 NQ0130  STATE/COUNTY-  WY/PLATTE
 NQ0130  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0130
 NQ0130                         *CURRENT SURVEY CONTROL
 NQ0130  ___________________________________________________________________
 NQ0130* NAD 83(1986)-  42 16 43.     (N)    104 53 32.     (W)     SCALED    
 NQ0130* NAVD 88     -      1396.421  (meters)    4581.42   (feet)  ADJUSTED  
 NQ0130  ___________________________________________________________________
 NQ0130  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 NQ0130  DYNAMIC HT  -        1395.549 (meters)    4578.56  (feet)  COMP
 NQ0130  MODELED GRAV-     979,948.9   (mgal)                       NAVD 88
 NQ0130
 NQ0130  VERT ORDER  -  FIRST     CLASS II
 NQ0130
 NQ0130.The horizontal coordinates were scaled from a topographic map and have
 NQ0130.an estimated accuracy of +/- 6 seconds.
 NQ0130
 NQ0130.The orthometric height was determined by differential leveling
 NQ0130.and adjusted by the National Geodetic Survey in June 1991..
 NQ0130
 NQ0130.The geoid height was determined by GEOID03.
 NQ0130
 NQ0130.The dynamic height is computed by dividing the NAVD 88
 NQ0130.geopotential number by the normal gravity value computed on the
 NQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0130.degrees latitude (g = 980.6199 gals.).
 NQ0130
 NQ0130.The modeled gravity was interpolated from observed gravity values.
 NQ0130
 NQ0130;                    North         East    Units  Estimated Accuracy
 NQ0130;SPC WY E     -   197,560.      222,640.      MT  (+/- 180 meters Scaled)
 NQ0130
 NQ0130                          SUPERSEDED SURVEY CONTROL
 NQ0130
 NQ0130  NGVD 29 (??/??/92) 1395.63   (m)         4578.8    (f) COMPUTED    1 2
 NQ0130
 NQ0130.Superseded values are not recommended for survey control.
 NQ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0130.See file dsdata.txt to determine how the superseded data were derived.
 NQ0130
 NQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG088807(NAD 83)
 NQ0130_MARKER: DD = SURVEY DISK
 NQ0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0130_SP_SET: CONCRETE FOUNDATION
 NQ0130_STAMPING: J F 3 1948 4579
 NQ0130_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0130
 NQ0130  HISTORY     - Date     Condition        Report By
 NQ0130  HISTORY     - 1948     MONUMENTED       USGS
 NQ0130  HISTORY     - 1956     GOOD             NGS
 NQ0130  HISTORY     - 1985     GOOD             DMA
 NQ0130  HISTORY     - 20000607 GOOD             USGS
 NQ0130
 NQ0130                          STATION DESCRIPTION
 NQ0130
 NQ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0130'22.8 MI NW FROM WHEATLAND.
 NQ0130'22.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0130'FROM THE STATION AT WHEATLAND, 0.1 MILE NORTH OF A ROAD CROSSING,
 NQ0130'93 FEET WEST OF THE WEST RAIL, 46 FEET WEST OF A FENCE, 13.6
 NQ0130'FEET NORTHEAST OF A TELEPHONE POLE, 0.4 FOOT NORTH OF A
 NQ0130'WITNESS POST, FLUSH WITH THE GROUND, SET IN THE TOP OF THE
 NQ0130'SOUTH END OF AN OLD CONCRETE BUILDING FOUNDATION, IN THE
 NQ0130'SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 27 NORTH, RANGE 67 WEST.
 NQ0130
 NQ0130                          STATION RECOVERY (1985)
 NQ0130
 NQ0130'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0130'RECOVERED IN GOOD CONDITION.
 NQ0130
 NQ0130                          STATION RECOVERY (2000)
 NQ0130
 NQ0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0130'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0270 ***********************************************************************
 NQ0270  DESIGNATION -  JF 30
 NQ0270  PID         -  NQ0270
 NQ0270  STATE/COUNTY-  WY/PLATTE
 NQ0270  USGS QUAD   -  GLENDO (1978)
 NQ0270
 NQ0270                         *CURRENT SURVEY CONTROL
 NQ0270  ___________________________________________________________________
 NQ0270* NAD 83(1986)-  42 36 24.     (N)    105 06 00.     (W)     SCALED    
 NQ0270* NAVD 88     -      1425.614  (meters)    4677.20   (feet)  ADJUSTED  
 NQ0270  ___________________________________________________________________
 NQ0270  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 NQ0270  DYNAMIC HT  -        1424.757 (meters)    4674.39  (feet)  COMP
 NQ0270  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 NQ0270
 NQ0270  VERT ORDER  -  FIRST     CLASS II
 NQ0270
 NQ0270.The horizontal coordinates were scaled from a topographic map and have
 NQ0270.an estimated accuracy of +/- 6 seconds.
 NQ0270
 NQ0270.The orthometric height was determined by differential leveling
 NQ0270.and adjusted by the National Geodetic Survey in June 1991..
 NQ0270
 NQ0270.The geoid height was determined by GEOID03.
 NQ0270
 NQ0270.The dynamic height is computed by dividing the NAVD 88
 NQ0270.geopotential number by the normal gravity value computed on the
 NQ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0270.degrees latitude (g = 980.6199 gals.).
 NQ0270
 NQ0270.The modeled gravity was interpolated from observed gravity values.
 NQ0270
 NQ0270;                    North         East    Units  Estimated Accuracy
 NQ0270;SPC WY E     -   233,960.      205,470.      MT  (+/- 180 meters Scaled)
 NQ0270
 NQ0270                          SUPERSEDED SURVEY CONTROL
 NQ0270
 NQ0270  NGVD 29 (??/??/92) 1424.82   (m)         4674.6    (f) COMPUTED    1 2
 NQ0270
 NQ0270.Superseded values are not recommended for survey control.
 NQ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0270.See file dsdata.txt to determine how the superseded data were derived.
 NQ0270
 NQ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH917171(NAD 83)
 NQ0270_MARKER: DD = SURVEY DISK
 NQ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0270_STAMPING: J F 30 1947 4674
 NQ0270_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0270+STABILITY: SURFACE MOTION
 NQ0270
 NQ0270  HISTORY     - Date     Condition        Report By
 NQ0270  HISTORY     - 1947     MONUMENTED       USGS
 NQ0270  HISTORY     - 1956     GOOD             NGS
 NQ0270  HISTORY     - 20000607 GOOD             USGS
 NQ0270
 NQ0270                          STATION DESCRIPTION
 NQ0270
 NQ0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0270'5.9 MI SE FROM ORIN.
 NQ0270'5.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0270'RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILROAD STATION
 NQ0270'AT ORIN, 157 YARDS SOUTHWEST OF THE CONVERSE AND PLATTE COUNTY
 NQ0270'LINE, 4 1/2 POLES SOUTHEAST OF THE STATION SIGN AT BONA, ON THE
 NQ0270'NORTHWEST SLOPE OF A SMALL KNOLL, 187 FEET SOUTHWEST OF THE CENTER
 NQ0270'LINE OF U.S. HIGHWAY 87, 40 FEET NORTHEAST OF THE NORTHEAST RAIL
 NQ0270'OF THE MAIN TRACK, 18 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT
 NQ0270'NORTHWEST OF A WITNESS POST, 4 FEET ABOVE THE TOP OF THE RAILS,
 NQ0270'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 NQ0270'THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 2, TOWNSHIP 30 NORTH,
 NQ0270'RANGE 69 WEST.
 NQ0270
 NQ0270                          STATION RECOVERY (2000)
 NQ0270
 NQ0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0270'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0778 ***********************************************************************
 NQ0778  DESIGNATION -  JF 32 RESET
 NQ0778  PID         -  NQ0778
 NQ0778  STATE/COUNTY-  WY/CONVERSE
 NQ0778  USGS QUAD   -  SHAWNEE (1961)
 NQ0778
 NQ0778                         *CURRENT SURVEY CONTROL
 NQ0778  ___________________________________________________________________
 NQ0778* NAD 83(1986)-  42 44 51.     (N)    105 00 36.     (W)     SCALED    
 NQ0778* NAVD 88     -      1542.96   (meters)    5062.2    (feet)  RESET     
 NQ0778  ___________________________________________________________________
 NQ0778  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0778
 NQ0778  VERT ORDER  -  THIRD
 NQ0778
 NQ0778.The horizontal coordinates were scaled from a topographic map and have
 NQ0778.an estimated accuracy of +/- 6 seconds.
 NQ0778
 NQ0778.The orthometric height was computed from unverified reset data.
 NQ0778
 NQ0778.The geoid height was determined by GEOID03.
 NQ0778
 NQ0778;                    North         East    Units  Estimated Accuracy
 NQ0778;SPC WY E     -   249,620.      212,830.      MT  (+/- 180 meters Scaled)
 NQ0778
 NQ0778                          SUPERSEDED SURVEY CONTROL
 NQ0778
 NQ0778  NGVD 29 (03/28/06) 1542.16   (m)         5059.6    (f) RESET       3  
 NQ0778
 NQ0778.Superseded values are not recommended for survey control.
 NQ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0778.See file dsdata.txt to determine how the superseded data were derived.
 NQ0778
 NQ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH991327(NAD 83)
 NQ0778_MARKER: DV = VERTICAL CONTROL DISK
 NQ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0778_SP_SET: CONCRETE POST
 NQ0778_STAMPING: JF 32 USGS RESET 1980
 NQ0778_MARK LOGO: NGS   
 NQ0778_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0778+STABILITY: SURFACE MOTION
 NQ0778
 NQ0778  HISTORY     - Date     Condition        Report By
 NQ0778  HISTORY     - 1980     MONUMENTED       NGS
 NQ0778
 NQ0778                          STATION DESCRIPTION
 NQ0778
 NQ0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0778'ABOUT 195 FEET (59.4 M) NORTH-NORTHWEST OF CENTER OF THE RAILROAD
 NQ0778'CROSSING IN SHAWNEE, 30 FEET (9.1 M) WEST OF CENTER OF A NORTH-SOUTH
 NQ0778'GRADED ROAD, 1 FOOT (0.3 M) EAST OF A NORTH-SOUTH FENCE LINE, SET IN
 NQ0778'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0231 ***********************************************************************
 NQ0231  DESIGNATION -  JF 34
 NQ0231  PID         -  NQ0231
 NQ0231  STATE/COUNTY-  WY/CONVERSE
 NQ0231  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0231
 NQ0231                         *CURRENT SURVEY CONTROL
 NQ0231  ___________________________________________________________________
 NQ0231* NAD 83(1986)-  42 45 50.     (N)    104 56 20.     (W)     SCALED    
 NQ0231* NAVD 88     -      1524.989  (meters)    5003.23   (feet)  ADJUSTED  
 NQ0231  ___________________________________________________________________
 NQ0231  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0231  DYNAMIC HT  -        1524.079 (meters)    5000.25  (feet)  COMP
 NQ0231  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 NQ0231
 NQ0231  VERT ORDER  -  FIRST     CLASS II
 NQ0231
 NQ0231.The horizontal coordinates were scaled from a topographic map and have
 NQ0231.an estimated accuracy of +/- 6 seconds.
 NQ0231
 NQ0231.The orthometric height was determined by differential leveling
 NQ0231.and adjusted by the National Geodetic Survey in June 1991..
 NQ0231
 NQ0231.The geoid height was determined by GEOID03.
 NQ0231
 NQ0231.The dynamic height is computed by dividing the NAVD 88
 NQ0231.geopotential number by the normal gravity value computed on the
 NQ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0231.degrees latitude (g = 980.6199 gals.).
 NQ0231
 NQ0231.The modeled gravity was interpolated from observed gravity values.
 NQ0231
 NQ0231;                    North         East    Units  Estimated Accuracy
 NQ0231;SPC WY E     -   251,450.      218,640.      MT  (+/- 180 meters Scaled)
 NQ0231
 NQ0231                          SUPERSEDED SURVEY CONTROL
 NQ0231
 NQ0231  NGVD 29 (??/??/92) 1524.19   (m)         5000.6    (f) COMPUTED    1 2
 NQ0231
 NQ0231.Superseded values are not recommended for survey control.
 NQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0231.See file dsdata.txt to determine how the superseded data were derived.
 NQ0231
 NQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH050345(NAD 83)
 NQ0231_MARKER: DD = SURVEY DISK
 NQ0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0231_SP_SET: BRIDGE ABUTMENT
 NQ0231_STAMPING: JF 34 1947 5000
 NQ0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0231
 NQ0231  HISTORY     - Date     Condition        Report By
 NQ0231  HISTORY     - 1947     MONUMENTED       USGS
 NQ0231  HISTORY     - 1954     GOOD             NGS
 NQ0231
 NQ0231                          STATION DESCRIPTION
 NQ0231
 NQ0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0231'0.7 MI W FROM LOST SPRINGS.
 NQ0231'0.7 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0231'THE STATION AT LOST SPRINGS, 5 FEET SOUTH OF THE SOUTH RAIL,
 NQ0231'SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A
 NQ0231'BRIDGE.  IN SECTION 7, TOWNSHIP 32 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0789 ***********************************************************************
 NQ0789  DESIGNATION -  JF 35 RESET
 NQ0789  PID         -  NQ0789
 NQ0789  STATE/COUNTY-  WY/CONVERSE
 NQ0789  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0789
 NQ0789                         *CURRENT SURVEY CONTROL
 NQ0789  ___________________________________________________________________
 NQ0789* NAD 83(1986)-  42 45 36.     (N)    104 53 37.     (W)     SCALED    
 NQ0789* NAVD 88     -      1547.74   (+/-2cm)    5077.9    (feet)  VERTCON   
 NQ0789  ___________________________________________________________________
 NQ0789  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 NQ0789
 NQ0789  VERT ORDER  -  THIRD (See Below)
 NQ0789
 NQ0789.The horizontal coordinates were scaled from a topographic map and have
 NQ0789.an estimated accuracy of +/- 6 seconds.
 NQ0789
 NQ0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0789.The vertical order pertains to the NGVD 29 superseded value.
 NQ0789
 NQ0789.The geoid height was determined by GEOID03.
 NQ0789
 NQ0789;                    North         East    Units  Estimated Accuracy
 NQ0789;SPC WY E     -   251,030.      222,350.      MT  (+/- 180 meters Scaled)
 NQ0789
 NQ0789                          SUPERSEDED SURVEY CONTROL
 NQ0789
 NQ0789  NGVD 29 (03/28/06) 1546.95   (m)         5075.3    (f) RESET       3  
 NQ0789
 NQ0789.Superseded values are not recommended for survey control.
 NQ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0789.See file dsdata.txt to determine how the superseded data were derived.
 NQ0789
 NQ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH087341(NAD 83)
 NQ0789_MARKER: DV = VERTICAL CONTROL DISK
 NQ0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0789_SP_SET: CONCRETE POST
 NQ0789_STAMPING: JF 35 USGS RESET 1980
 NQ0789_MARK LOGO: NGS   
 NQ0789_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0789+STABILITY: SURFACE MOTION
 NQ0789
 NQ0789  HISTORY     - Date     Condition        Report By
 NQ0789  HISTORY     - 1980     MONUMENTED       NGS
 NQ0789
 NQ0789                          STATION DESCRIPTION
 NQ0789
 NQ0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0789'ABOUT 1.7 MILES (2.7 KM) EAST ALONG THE RAILROAD TRACK AND US HIGHWAY
 NQ0789'20 FROM THE RAILROAD CROSSING IN LOST SPRINGS, 160 FEET (48.8 M)
 NQ0789'SOUTH OF CENTER OF THE HIGHWAY, 235 FEET (71.6 M) SOUTH OF THE
 NQ0789'RAILROAD TRACK, 18.5 POLES WEST OF MILE POST 514, 1.0 FEET (0.3 M)
 NQ0789'NORTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE, 3.0 FEET (0.9 M) WEST
 NQ0789'OF A T-FENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NQ0789'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0225 ***********************************************************************
 NQ0225  DESIGNATION -  JF 36 RESET
 NQ0225  PID         -  NQ0225
 NQ0225  STATE/COUNTY-  WY/NIOBRARA
 NQ0225  USGS QUAD   -  KEELINE (1970)
 NQ0225
 NQ0225                         *CURRENT SURVEY CONTROL
 NQ0225  ___________________________________________________________________
 NQ0225* NAD 83(1986)-  42 45 37.     (N)    104 52 25.     (W)     SCALED    
 NQ0225* NAVD 88     -      1567.74   (meters)    5143.5    (feet)  RESET     
 NQ0225  ___________________________________________________________________
 NQ0225  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 NQ0225
 NQ0225  VERT ORDER  -  THIRD
 NQ0225
 NQ0225.The horizontal coordinates were scaled from a topographic map and have
 NQ0225.an estimated accuracy of +/- 6 seconds.
 NQ0225
 NQ0225.The orthometric height was computed from unverified reset data.
 NQ0225.No vertical observational check was made to the station.
 NQ0225
 NQ0225.The geoid height was determined by GEOID03.
 NQ0225
 NQ0225;                    North         East    Units  Estimated Accuracy
 NQ0225;SPC WY E     -   251,070.      223,990.      MT  (+/- 180 meters Scaled)
 NQ0225
 NQ0225                          SUPERSEDED SURVEY CONTROL
 NQ0225
 NQ0225  NGVD 29 (??/??/??) 1566.95   (m)         5140.9    (f) RESET       3  
 NQ0225
 NQ0225.Superseded values are not recommended for survey control.
 NQ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0225.See file dsdata.txt to determine how the superseded data were derived.
 NQ0225
 NQ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH103342(NAD 83)
 NQ0225_MARKER: DD = SURVEY DISK
 NQ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0225_STAMPING: JF 36 RESET 1958
 NQ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0225+STABILITY: SURFACE MOTION
 NQ0225
 NQ0225  HISTORY     - Date     Condition        Report By
 NQ0225  HISTORY     - 1958     MONUMENTED       WYHD
 NQ0225  HISTORY     - 1959     GOOD             NGS
 NQ0225  HISTORY     - 1980     MARK NOT FOUND   NGS
 NQ0225
 NQ0225                          STATION DESCRIPTION
 NQ0225
 NQ0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NQ0225'3 MI E FROM LOST SPRINGS.
 NQ0225'THE MARK IS LOCATED 3.0 MILES EAST OF LOST SPRINGS, ALONG U.S.
 NQ0225'HIGHWAY 20, IN SE 1/4 OF SEC. 10, T. 32N, R 67 W., 185 FEET
 NQ0225'SOUTH AND 75 FEET WEST OF T-JUNCTION OF ROAD SOUTH, 53.5 FEET
 NQ0225'WEST OF FENCE CORNER, 10 FEET SOUTH OF FENCE, IN CONCRETE POST
 NQ0225'PROJECTING 6 INCHES ABOVE THE GROUND.
 NQ0225
 NQ0225                          STATION RECOVERY (1980)
 NQ0225
 NQ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NQ0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0222 ***********************************************************************
 NQ0222  DESIGNATION -  JF 37
 NQ0222  PID         -  NQ0222
 NQ0222  STATE/COUNTY-  WY/NIOBRARA
 NQ0222  USGS QUAD   -  KEELINE (1970)
 NQ0222
 NQ0222                         *CURRENT SURVEY CONTROL
 NQ0222  ___________________________________________________________________
 NQ0222* NAD 83(1986)-  42 45 30.     (N)    104 50 07.     (W)     SCALED    
 NQ0222* NAVD 88     -      1594.996  (meters)    5232.92   (feet)  ADJUSTED  
 NQ0222  ___________________________________________________________________
 NQ0222  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0222  DYNAMIC HT  -        1594.049 (meters)    5229.81  (feet)  COMP
 NQ0222  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 NQ0222
 NQ0222  VERT ORDER  -  FIRST     CLASS II
 NQ0222
 NQ0222.The horizontal coordinates were scaled from a topographic map and have
 NQ0222.an estimated accuracy of +/- 6 seconds.
 NQ0222
 NQ0222.The orthometric height was determined by differential leveling
 NQ0222.and adjusted by the National Geodetic Survey in June 1991..
 NQ0222
 NQ0222.The geoid height was determined by GEOID03.
 NQ0222
 NQ0222.The dynamic height is computed by dividing the NAVD 88
 NQ0222.geopotential number by the normal gravity value computed on the
 NQ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0222.degrees latitude (g = 980.6199 gals.).
 NQ0222
 NQ0222.The modeled gravity was interpolated from observed gravity values.
 NQ0222
 NQ0222;                    North         East    Units  Estimated Accuracy
 NQ0222;SPC WY E     -   250,860.      227,130.      MT  (+/- 180 meters Scaled)
 NQ0222
 NQ0222                          SUPERSEDED SURVEY CONTROL
 NQ0222
 NQ0222  NGVD 29 (??/??/92) 1594.22   (m)         5230.4    (f) COMPUTED    1 2
 NQ0222
 NQ0222.Superseded values are not recommended for survey control.
 NQ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0222.See file dsdata.txt to determine how the superseded data were derived.
 NQ0222
 NQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH134339(NAD 83)
 NQ0222_MARKER: DD = SURVEY DISK
 NQ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0222_STAMPING: J F 37 1947 5230
 NQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0222+STABILITY: SURFACE MOTION
 NQ0222
 NQ0222  HISTORY     - Date     Condition        Report By
 NQ0222  HISTORY     - 1947     MONUMENTED       CGS
 NQ0222  HISTORY     - 1954     GOOD             NGS
 NQ0222
 NQ0222                          STATION DESCRIPTION
 NQ0222
 NQ0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0222'4 MI W FROM KEELINE.
 NQ0222'4.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0222'FROM THE STATION SIGN AT KEELINE, 16 POLES EAST OF MILEPOST
 NQ0222'512, 99 FEET NORTH OF THE NORTH RAIL, 13 FEET EAST OF THE EAST END
 NQ0222'OF A SNOW FENCE, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A
 NQ0222'WITNESS POST, 0.9 MILE EAST OF BENCH MARK H 105, SET IN THE TOP
 NQ0222'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 NQ0222'IN SECTION 12, TOWNSHIP 32 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0219 ***********************************************************************
 NQ0219  DESIGNATION -  JF 38
 NQ0219  PID         -  NQ0219
 NQ0219  STATE/COUNTY-  WY/NIOBRARA
 NQ0219  USGS QUAD   -  KEELINE (1970)
 NQ0219
 NQ0219                         *CURRENT SURVEY CONTROL
 NQ0219  ___________________________________________________________________
 NQ0219* NAD 83(1986)-  42 45 35.     (N)    104 47 47.     (W)     SCALED    
 NQ0219* NAVD 88     -      1623.710  (meters)    5327.12   (feet)  ADJUSTED  
 NQ0219  ___________________________________________________________________
 NQ0219  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NQ0219  DYNAMIC HT  -        1622.744 (meters)    5323.95  (feet)  COMP
 NQ0219  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 NQ0219
 NQ0219  VERT ORDER  -  FIRST     CLASS II
 NQ0219
 NQ0219.The horizontal coordinates were scaled from a topographic map and have
 NQ0219.an estimated accuracy of +/- 6 seconds.
 NQ0219
 NQ0219.The orthometric height was determined by differential leveling
 NQ0219.and adjusted by the National Geodetic Survey in June 1991..
 NQ0219
 NQ0219.The geoid height was determined by GEOID03.
 NQ0219
 NQ0219.The dynamic height is computed by dividing the NAVD 88
 NQ0219.geopotential number by the normal gravity value computed on the
 NQ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0219.degrees latitude (g = 980.6199 gals.).
 NQ0219
 NQ0219.The modeled gravity was interpolated from observed gravity values.
 NQ0219
 NQ0219;                    North         East    Units  Estimated Accuracy
 NQ0219;SPC WY E     -   251,030.      230,310.      MT  (+/- 180 meters Scaled)
 NQ0219
 NQ0219                          SUPERSEDED SURVEY CONTROL
 NQ0219
 NQ0219  NGVD 29 (??/??/92) 1622.93   (m)         5324.6    (f) COMPUTED    1 2
 NQ0219
 NQ0219.Superseded values are not recommended for survey control.
 NQ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0219.See file dsdata.txt to determine how the superseded data were derived.
 NQ0219
 NQ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH166341(NAD 83)
 NQ0219_MARKER: DB = BENCH MARK DISK
 NQ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0219_STAMPING: J F 38 1947 5324
 NQ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0219+STABILITY: SURFACE MOTION
 NQ0219
 NQ0219  HISTORY     - Date     Condition        Report By
 NQ0219  HISTORY     - 1947     MONUMENTED       USGS
 NQ0219  HISTORY     - 1954     GOOD             NGS
 NQ0219
 NQ0219                          STATION DESCRIPTION
 NQ0219
 NQ0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0219'2 MI W FROM KEELINE.
 NQ0219'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0219'FROM THE STATION SIGN AT KEELINE, 101 FEET NORTH OF THE CENTER
 NQ0219'OF THE JUNCTION OF U.S. HIGHWAY 20 AND A ROAD LEADING SOUTH,
 NQ0219'45 FEET SOUTH OF THE SOUTH RAIL, 4 FEET EAST OF A TELEPHONE
 NQ0219'POLE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NQ0219'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  IN THE SOUTHWEST
 NQ0219'1/4 OF SECTION 9, TOWNSHIP 32 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0790 ***********************************************************************
 NQ0790  DESIGNATION -  JF 39 RESET
 NQ0790  PID         -  NQ0790
 NQ0790  STATE/COUNTY-  WY/NIOBRARA
 NQ0790  USGS QUAD   -  KEELINE (1970)
 NQ0790
 NQ0790                         *CURRENT SURVEY CONTROL
 NQ0790  ___________________________________________________________________
 NQ0790* NAD 83(1986)-  42 45 30.     (N)    104 45 22.     (W)     SCALED    
 NQ0790* NAVD 88     -      1611.99   (meters)    5288.7    (feet)  RESET     
 NQ0790  ___________________________________________________________________
 NQ0790  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0790
 NQ0790  VERT ORDER  -  THIRD
 NQ0790
 NQ0790.The horizontal coordinates were scaled from a topographic map and have
 NQ0790.an estimated accuracy of +/- 6 seconds.
 NQ0790
 NQ0790.The orthometric height was computed from unverified reset data.
 NQ0790
 NQ0790.The geoid height was determined by GEOID03.
 NQ0790
 NQ0790;                    North         East    Units  Estimated Accuracy
 NQ0790;SPC WY E     -   250,890.      233,610.      MT  (+/- 180 meters Scaled)
 NQ0790
 NQ0790                          SUPERSEDED SURVEY CONTROL
 NQ0790
 NQ0790  NGVD 29 (03/28/06) 1611.20   (m)         5286.1    (f) RESET       3  
 NQ0790
 NQ0790.Superseded values are not recommended for survey control.
 NQ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0790.See file dsdata.txt to determine how the superseded data were derived.
 NQ0790
 NQ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH199340(NAD 83)
 NQ0790_MARKER: DV = VERTICAL CONTROL DISK
 NQ0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0790_SP_SET: CONCRETE POST
 NQ0790_STAMPING: JF 39 USGS RESET 1980
 NQ0790_MARK LOGO: NGS   
 NQ0790_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0790+STABILITY: SURFACE MOTION
 NQ0790
 NQ0790  HISTORY     - Date     Condition        Report By
 NQ0790  HISTORY     - 1980     MONUMENTED       NGS
 NQ0790
 NQ0790                          STATION DESCRIPTION
 NQ0790
 NQ0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0790'ABOUT 0.1 MILE (0.2 KM) NORTHWEST OF POST OFFICE IN KEELINE, 178 FEET
 NQ0790'(54.3 M) NORTH OF THE RAILROAD TRACK, 71.6 FEET (21.8 M) NORTH OF A
 NQ0790'FENCE CORNER, 33 FEET (10.1 M) EAST OF A NORTH-SOUTH GRADED ROAD, 0.8
 NQ0790'FEET (24.4 CM) WEST OF A NORTH-SOUTH FENCE, SET IN THE TOP OF A
 NQ0790'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0127 ***********************************************************************
 NQ0127  DESIGNATION -  JF 4
 NQ0127  PID         -  NQ0127
 NQ0127  STATE/COUNTY-  WY/PLATTE
 NQ0127  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0127
 NQ0127                         *CURRENT SURVEY CONTROL
 NQ0127  ___________________________________________________________________
 NQ0127* NAD 83(1986)-  42 17 44.     (N)    104 54 00.     (W)     SCALED    
 NQ0127* NAVD 88     -      1378.025  (meters)    4521.07   (feet)  ADJUSTED  
 NQ0127  ___________________________________________________________________
 NQ0127  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0127  DYNAMIC HT  -        1377.170 (meters)    4518.27  (feet)  COMP
 NQ0127  MODELED GRAV-     979,953.0   (mgal)                       NAVD 88
 NQ0127
 NQ0127  VERT ORDER  -  FIRST     CLASS II
 NQ0127
 NQ0127.The horizontal coordinates were scaled from a topographic map and have
 NQ0127.an estimated accuracy of +/- 6 seconds.
 NQ0127
 NQ0127.The orthometric height was determined by differential leveling
 NQ0127.and adjusted by the National Geodetic Survey in June 1991..
 NQ0127
 NQ0127.The geoid height was determined by GEOID03.
 NQ0127
 NQ0127.The dynamic height is computed by dividing the NAVD 88
 NQ0127.geopotential number by the normal gravity value computed on the
 NQ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0127.degrees latitude (g = 980.6199 gals.).
 NQ0127
 NQ0127.The modeled gravity was interpolated from observed gravity values.
 NQ0127
 NQ0127;                    North         East    Units  Estimated Accuracy
 NQ0127;SPC WY E     -   199,440.      221,990.      MT  (+/- 180 meters Scaled)
 NQ0127
 NQ0127                          SUPERSEDED SURVEY CONTROL
 NQ0127
 NQ0127  NGVD 29 (??/??/92) 1377.24   (m)         4518.5    (f) COMPUTED    1 2
 NQ0127
 NQ0127.Superseded values are not recommended for survey control.
 NQ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0127.See file dsdata.txt to determine how the superseded data were derived.
 NQ0127
 NQ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG082825(NAD 83)
 NQ0127_MARKER: DD = SURVEY DISK
 NQ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0127_STAMPING: J F 4 1948 4519
 NQ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0127+STABILITY: SURFACE MOTION
 NQ0127
 NQ0127  HISTORY     - Date     Condition        Report By
 NQ0127  HISTORY     - 1948     MONUMENTED       USGS
 NQ0127  HISTORY     - 1956     GOOD             NGS
 NQ0127
 NQ0127                          STATION DESCRIPTION
 NQ0127
 NQ0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0127'24 MI NW FROM WHEATLAND.
 NQ0127'24.0 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0127'FROM THE STATION AT WHEATLAND, 87 FEET NORTHEAST OF MILEPOST
 NQ0127'238, 97 FEET NORTHEAST OF THE NORTHEAST RAIL, 24 FEET SOUTHWEST
 NQ0127'OF THE CENTER LINE OF A TRACK ROAD, 1.2 FEET SOUTHWEST OF A
 NQ0127'FENCE, 0.4 FOOT SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 NQ0127'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN
 NQ0127'SECTION 21, TOWNSHIP 27 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0209 ***********************************************************************
 NQ0209  DESIGNATION -  JF 40
 NQ0209  PID         -  NQ0209
 NQ0209  STATE/COUNTY-  WY/NIOBRARA
 NQ0209  USGS QUAD   -  BILLS CREEK (1981)
 NQ0209
 NQ0209                         *CURRENT SURVEY CONTROL
 NQ0209  ___________________________________________________________________
 NQ0209* NAD 83(1986)-  42 45 59.     (N)    104 43 02.     (W)     SCALED    
 NQ0209* NAVD 88     -      1632.186  (meters)    5354.93   (feet)  ADJUSTED  
 NQ0209  ___________________________________________________________________
 NQ0209  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0209  DYNAMIC HT  -        1631.212 (meters)    5351.73  (feet)  COMP
 NQ0209  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 NQ0209
 NQ0209  VERT ORDER  -  FIRST     CLASS II
 NQ0209
 NQ0209.The horizontal coordinates were scaled from a topographic map and have
 NQ0209.an estimated accuracy of +/- 6 seconds.
 NQ0209
 NQ0209.The orthometric height was determined by differential leveling
 NQ0209.and adjusted by the National Geodetic Survey in June 1991..
 NQ0209
 NQ0209.The geoid height was determined by GEOID03.
 NQ0209
 NQ0209.The dynamic height is computed by dividing the NAVD 88
 NQ0209.geopotential number by the normal gravity value computed on the
 NQ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0209.degrees latitude (g = 980.6199 gals.).
 NQ0209
 NQ0209.The modeled gravity was interpolated from observed gravity values.
 NQ0209
 NQ0209;                    North         East    Units  Estimated Accuracy
 NQ0209;SPC WY E     -   251,800.      236,780.      MT  (+/- 180 meters Scaled)
 NQ0209
 NQ0209                          SUPERSEDED SURVEY CONTROL
 NQ0209
 NQ0209  NGVD 29 (??/??/92) 1631.408  (m)         5352.38   (f) ADJ UNCH    1 2
 NQ0209
 NQ0209.Superseded values are not recommended for survey control.
 NQ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0209.See file dsdata.txt to determine how the superseded data were derived.
 NQ0209
 NQ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH231349(NAD 83)
 NQ0209_MARKER: DD = SURVEY DISK
 NQ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0209_SP_SET: CONCRETE POST
 NQ0209_STAMPING: J F 40 1947 5352
 NQ0209_MARK LOGO: USGS  
 NQ0209_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0209+STABILITY: SURFACE MOTION
 NQ0209
 NQ0209  HISTORY     - Date     Condition        Report By
 NQ0209  HISTORY     - 1947     MONUMENTED       USGS
 NQ0209  HISTORY     - 1957     GOOD             NGS
 NQ0209  HISTORY     - 19800607 GOOD             NGS
 NQ0209
 NQ0209                          STATION DESCRIPTION
 NQ0209
 NQ0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NQ0209'5.4 MI W FROM MANVILLE.
 NQ0209'5.4 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0209'THE STATION AT MANVILLE, 15 POLES WEST OF MILEPOST 505, 94
 NQ0209'FEET NORTH OF THE NORTH RAIL, 66 FEET EAST OF THE CENTER LINE
 NQ0209'OF A NORTH AND SOUTH ROAD, 1 FOOT SOUTH OF A SNOW FENCE, 2.5
 NQ0209'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NQ0209'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  IN THE SOUTHWEST
 NQ0209'1/4 OF SECTION 36, TOWNSHIP 32 NORTH, RANGE 65 WEST.
 NQ0209
 NQ0209                          STATION RECOVERY (1980)
 NQ0209
 NQ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NQ0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0791 ***********************************************************************
 NQ0791  DESIGNATION -  JF 40 RESET
 NQ0791  PID         -  NQ0791
 NQ0791  STATE/COUNTY-  WY/NIOBRARA
 NQ0791  USGS QUAD   -  BILLS CREEK (1981)
 NQ0791
 NQ0791                         *CURRENT SURVEY CONTROL
 NQ0791  ___________________________________________________________________
 NQ0791* NAD 83(1986)-  42 45 59.     (N)    104 43 02.     (W)     SCALED    
 NQ0791* NAVD 88     -      1632.29   (meters)    5355.3    (feet)  RESET     
 NQ0791  ___________________________________________________________________
 NQ0791  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0791
 NQ0791  VERT ORDER  -  THIRD
 NQ0791
 NQ0791.The horizontal coordinates were scaled from a topographic map and have
 NQ0791.an estimated accuracy of +/- 6 seconds.
 NQ0791
 NQ0791.The orthometric height was computed from unverified reset data.
 NQ0791
 NQ0791.The geoid height was determined by GEOID03.
 NQ0791
 NQ0791;                    North         East    Units  Estimated Accuracy
 NQ0791;SPC WY E     -   251,800.      236,780.      MT  (+/- 180 meters Scaled)
 NQ0791
 NQ0791                          SUPERSEDED SURVEY CONTROL
 NQ0791
 NQ0791  NGVD 29 (03/28/06) 1631.52   (m)         5352.7    (f) RESET       3  
 NQ0791
 NQ0791.Superseded values are not recommended for survey control.
 NQ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0791.See file dsdata.txt to determine how the superseded data were derived.
 NQ0791
 NQ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH231349(NAD 83)
 NQ0791_MARKER: DV = VERTICAL CONTROL DISK
 NQ0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0791_SP_SET: CONCRETE POST
 NQ0791_STAMPING: JF 40 USGS RESET 1980
 NQ0791_MARK LOGO: NGS   
 NQ0791_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0791+STABILITY: SURFACE MOTION
 NQ0791
 NQ0791  HISTORY     - Date     Condition        Report By
 NQ0791  HISTORY     - 1980     MONUMENTED       NGS
 NQ0791
 NQ0791                          STATION DESCRIPTION
 NQ0791
 NQ0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0791'ABOUT 5.4 MILES (8.7 KM) WEST ALONG RAILROAD TRACK FROM THE RAILROAD
 NQ0791'CROSSING IN MANVILLE, 160 FEET (48.8 M) NORTH OF THE TRACK, 58.8 FEET
 NQ0791'(17.9 M) NORTH OF A FENCE CORNER POST, 34 FEET (10.4 M) EAST OF
 NQ0791'CENTER OF A NORTH-SOUTH GRAVELED ROAD, SET IN THE TOP OF A CONCRETE
 NQ0791'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0207 ***********************************************************************
 NQ0207  DESIGNATION -  JF 41
 NQ0207  PID         -  NQ0207
 NQ0207  STATE/COUNTY-  WY/NIOBRARA
 NQ0207  USGS QUAD   -  BILLS CREEK (1981)
 NQ0207
 NQ0207                         *CURRENT SURVEY CONTROL
 NQ0207  ___________________________________________________________________
 NQ0207* NAD 83(1986)-  42 46 22.     (N)    104 41 28.     (W)     SCALED    
 NQ0207* NAVD 88     -      1627.284  (meters)    5338.85   (feet)  ADJUSTED  
 NQ0207  ___________________________________________________________________
 NQ0207  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0207  DYNAMIC HT  -        1626.318 (meters)    5335.68  (feet)  COMP
 NQ0207  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 NQ0207
 NQ0207  VERT ORDER  -  FIRST     CLASS II
 NQ0207
 NQ0207.The horizontal coordinates were scaled from a topographic map and have
 NQ0207.an estimated accuracy of +/- 6 seconds.
 NQ0207
 NQ0207.The orthometric height was determined by differential leveling
 NQ0207.and adjusted by the National Geodetic Survey in June 1991..
 NQ0207
 NQ0207.The geoid height was determined by GEOID03.
 NQ0207
 NQ0207.The dynamic height is computed by dividing the NAVD 88
 NQ0207.geopotential number by the normal gravity value computed on the
 NQ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0207.degrees latitude (g = 980.6199 gals.).
 NQ0207
 NQ0207.The modeled gravity was interpolated from observed gravity values.
 NQ0207
 NQ0207;                    North         East    Units  Estimated Accuracy
 NQ0207;SPC WY E     -   252,520.      238,920.      MT  (+/- 180 meters Scaled)
 NQ0207
 NQ0207                          SUPERSEDED SURVEY CONTROL
 NQ0207
 NQ0207  NGVD 29 (??/??/92) 1626.51   (m)         5336.3    (f) COMPUTED    1 2
 NQ0207
 NQ0207.Superseded values are not recommended for survey control.
 NQ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0207.See file dsdata.txt to determine how the superseded data were derived.
 NQ0207
 NQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH252356(NAD 83)
 NQ0207_MARKER: DD = SURVEY DISK
 NQ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0207_STAMPING: J F 41 1947 5336
 NQ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0207+STABILITY: SURFACE MOTION
 NQ0207
 NQ0207  HISTORY     - Date     Condition        Report By
 NQ0207  HISTORY     - 1947     MONUMENTED       USGS
 NQ0207  HISTORY     - 1954     GOOD             NGS
 NQ0207
 NQ0207                          STATION DESCRIPTION
 NQ0207
 NQ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0207'4 MI W FROM MANVILLE.
 NQ0207'4.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0207'FROM THE STATION AT MANVILLE, 48 FEET SOUTH OF THE SOUTH RAIL,
 NQ0207'10 FEET WEST OF MILEPOST 504, 2 FEET EAST OF A WITNESS POST,
 NQ0207'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 NQ0207'THE GROUND.  IN SECTION 5, TOWNSHIP 32 NORTH, RANGE 65 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0205 ***********************************************************************
 NQ0205  DESIGNATION -  JF 42
 NQ0205  PID         -  NQ0205
 NQ0205  STATE/COUNTY-  WY/NIOBRARA
 NQ0205  USGS QUAD   -  BILLS CREEK (1981)
 NQ0205
 NQ0205                         *CURRENT SURVEY CONTROL
 NQ0205  ___________________________________________________________________
 NQ0205* NAD 83(1986)-  42 47 04.     (N)    104 39 25.     (W)     SCALED    
 NQ0205* NAVD 88     -      1612.238  (meters)    5289.48   (feet)  ADJUSTED  
 NQ0205  ___________________________________________________________________
 NQ0205  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0205  DYNAMIC HT  -        1611.289 (meters)    5286.37  (feet)  COMP
 NQ0205  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 NQ0205
 NQ0205  VERT ORDER  -  FIRST     CLASS II
 NQ0205
 NQ0205.The horizontal coordinates were scaled from a topographic map and have
 NQ0205.an estimated accuracy of +/- 6 seconds.
 NQ0205
 NQ0205.The orthometric height was determined by differential leveling
 NQ0205.and adjusted by the National Geodetic Survey in June 1991..
 NQ0205
 NQ0205.The geoid height was determined by GEOID03.
 NQ0205
 NQ0205.The dynamic height is computed by dividing the NAVD 88
 NQ0205.geopotential number by the normal gravity value computed on the
 NQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0205.degrees latitude (g = 980.6199 gals.).
 NQ0205
 NQ0205.The modeled gravity was interpolated from observed gravity values.
 NQ0205
 NQ0205;                    North         East    Units  Estimated Accuracy
 NQ0205;SPC WY E     -   253,840.      241,710.      MT  (+/- 180 meters Scaled)
 NQ0205
 NQ0205                          SUPERSEDED SURVEY CONTROL
 NQ0205
 NQ0205  NGVD 29 (??/??/92) 1611.48   (m)         5287.0    (f) COMPUTED    1 2
 NQ0205
 NQ0205.Superseded values are not recommended for survey control.
 NQ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0205.See file dsdata.txt to determine how the superseded data were derived.
 NQ0205
 NQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH280369(NAD 83)
 NQ0205_MARKER: DB = BENCH MARK DISK
 NQ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0205_STAMPING: J F 42 1947 5286
 NQ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0205+STABILITY: SURFACE MOTION
 NQ0205
 NQ0205  HISTORY     - Date     Condition        Report By
 NQ0205  HISTORY     - 1947     MONUMENTED       CGS
 NQ0205  HISTORY     - 1954     GOOD             NGS
 NQ0205
 NQ0205                          STATION DESCRIPTION
 NQ0205
 NQ0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0205'2 MI W FROM MANVILLE.
 NQ0205'2.0 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0205'FROM THE STATION AT MANVILLE, 1 POLE EAST OF MILEPOST 502, AT
 NQ0205'A PRIVATE ROAD CROSSING, 99 FEET NORTH OF THE NORTH RAIL, 39
 NQ0205'FEET WEST OF THE CENTER LINE OF A ROAD, 3 FEET EAST OF THE EAST
 NQ0205'END OF A SNOW FENCE, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A
 NQ0205'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0205'0.4 FOOT ABOVE THE GROUND.  IN THE SOUTHWEST 1/4 OF SECTION
 NQ0205'34, TOWNSHIP 32 NORTH, RANGE 65 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0202 ***********************************************************************
 NQ0202  DESIGNATION -  JF 43
 NQ0202  PID         -  NQ0202
 NQ0202  STATE/COUNTY-  WY/NIOBRARA
 NQ0202  USGS QUAD   -  MANVILLE (1981)
 NQ0202
 NQ0202                         *CURRENT SURVEY CONTROL
 NQ0202  ___________________________________________________________________
 NQ0202* NAD 83(1986)-  42 46 57.     (N)    104 37 01.     (W)     SCALED    
 NQ0202* NAVD 88     -      1599.968  (meters)    5249.23   (feet)  ADJUSTED  
 NQ0202  ___________________________________________________________________
 NQ0202  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0202  DYNAMIC HT  -        1599.029 (meters)    5246.15  (feet)  COMP
 NQ0202  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 NQ0202
 NQ0202  VERT ORDER  -  FIRST     CLASS II
 NQ0202
 NQ0202.The horizontal coordinates were scaled from a topographic map and have
 NQ0202.an estimated accuracy of +/- 6 seconds.
 NQ0202
 NQ0202.The orthometric height was determined by differential leveling
 NQ0202.and adjusted by the National Geodetic Survey in June 1991..
 NQ0202
 NQ0202.The geoid height was determined by GEOID03.
 NQ0202
 NQ0202.The dynamic height is computed by dividing the NAVD 88
 NQ0202.geopotential number by the normal gravity value computed on the
 NQ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0202.degrees latitude (g = 980.6199 gals.).
 NQ0202
 NQ0202.The modeled gravity was interpolated from observed gravity values.
 NQ0202
 NQ0202;                    North         East    Units  Estimated Accuracy
 NQ0202;SPC WY E     -   253,640.      244,980.      MT  (+/- 180 meters Scaled)
 NQ0202
 NQ0202                          SUPERSEDED SURVEY CONTROL
 NQ0202
 NQ0202  NGVD 29 (??/??/92) 1599.21   (m)         5246.7    (f) COMPUTED    1 2
 NQ0202
 NQ0202.Superseded values are not recommended for survey control.
 NQ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0202.See file dsdata.txt to determine how the superseded data were derived.
 NQ0202
 NQ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH313367(NAD 83)
 NQ0202_MARKER: DD = SURVEY DISK
 NQ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0202_STAMPING: J F 43 1947 5246
 NQ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0202+STABILITY: SURFACE MOTION
 NQ0202
 NQ0202  HISTORY     - Date     Condition        Report By
 NQ0202  HISTORY     - 1947     MONUMENTED       USGS
 NQ0202  HISTORY     - 1954     GOOD             NGS
 NQ0202  HISTORY     - 1980     MARK NOT FOUND   NGS
 NQ0202
 NQ0202                          STATION DESCRIPTION
 NQ0202
 NQ0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0202'AT MANVILLE.
 NQ0202'AT MANVILLE, 8 FEET EAST OF THE SOUTHEAST CORNER OF THE CHICAGO
 NQ0202'AND NORTH WESTERN RAILROAD STATION, 18 FEET NORTH OF THE NORTH
 NQ0202'RAIL OF THE MAIN TRACK, SET IN THE TOP OF A CONCRETE POST
 NQ0202'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  IN SECTION 1,
 NQ0202'TOWNSHIP 32 NORTH, RANGE 65 WEST.
 NQ0202
 NQ0202                          STATION RECOVERY (1980)
 NQ0202
 NQ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NQ0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0792 ***********************************************************************
 NQ0792  DESIGNATION -  JF 44 RESET
 NQ0792  PID         -  NQ0792
 NQ0792  STATE/COUNTY-  WY/NIOBRARA
 NQ0792  USGS QUAD   -  MANVILLE (1981)
 NQ0792
 NQ0792                         *CURRENT SURVEY CONTROL
 NQ0792  ___________________________________________________________________
 NQ0792* NAD 83(1986)-  42 46 36.     (N)    104 35 26.     (W)     SCALED    
 NQ0792* NAVD 88     -      1595.96   (meters)    5236.1    (feet)  RESET     
 NQ0792  ___________________________________________________________________
 NQ0792  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0792
 NQ0792  VERT ORDER  -  THIRD
 NQ0792
 NQ0792.The horizontal coordinates were scaled from a topographic map and have
 NQ0792.an estimated accuracy of +/- 6 seconds.
 NQ0792
 NQ0792.The orthometric height was computed from unverified reset data.
 NQ0792
 NQ0792.The geoid height was determined by GEOID03.
 NQ0792
 NQ0792;                    North         East    Units  Estimated Accuracy
 NQ0792;SPC WY E     -   253,010.      247,140.      MT  (+/- 180 meters Scaled)
 NQ0792
 NQ0792                          SUPERSEDED SURVEY CONTROL
 NQ0792
 NQ0792  NGVD 29 (03/28/06) 1595.21   (m)         5233.6    (f) RESET       3  
 NQ0792
 NQ0792.Superseded values are not recommended for survey control.
 NQ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0792.See file dsdata.txt to determine how the superseded data were derived.
 NQ0792
 NQ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH334360(NAD 83)
 NQ0792_MARKER: DV = VERTICAL CONTROL DISK
 NQ0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0792_SP_SET: CONCRETE POST
 NQ0792_STAMPING: JF 44 USGS RESET 1980
 NQ0792_MARK LOGO: NGS   
 NQ0792_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0792+STABILITY: SURFACE MOTION
 NQ0792
 NQ0792  HISTORY     - Date     Condition        Report By
 NQ0792  HISTORY     - 1980     MONUMENTED       NGS
 NQ0792
 NQ0792                          STATION DESCRIPTION
 NQ0792
 NQ0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0792'ABOUT 1.5 MILES (2.4 KM) EAST ALONG THE RAILROAD TRACK FROM THE
 NQ0792'RAILROAD CROSSING IN MANSVILLE, 143 FEET (43.6 M) SOUTH OF SOUTH RAIL
 NQ0792'OF RAILROAD TRACK, 98.3 FEET (30.0 M) SOUTH OF A FENCE, SET IN THE
 NQ0792'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0198 ***********************************************************************
 NQ0198  DESIGNATION -  JF 45
 NQ0198  PID         -  NQ0198
 NQ0198  STATE/COUNTY-  WY/NIOBRARA
 NQ0198  USGS QUAD   -  MANVILLE (1981)
 NQ0198
 NQ0198                         *CURRENT SURVEY CONTROL
 NQ0198  ___________________________________________________________________
 NQ0198* NAD 83(1986)-  42 46 18.     (N)    104 33 46.     (W)     SCALED    
 NQ0198* NAVD 88     -      1584.157  (meters)    5197.36   (feet)  ADJUSTED  
 NQ0198  ___________________________________________________________________
 NQ0198  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0198  DYNAMIC HT  -        1583.225 (meters)    5194.30  (feet)  COMP
 NQ0198  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 NQ0198
 NQ0198  VERT ORDER  -  FIRST     CLASS II
 NQ0198
 NQ0198.The horizontal coordinates were scaled from a topographic map and have
 NQ0198.an estimated accuracy of +/- 6 seconds.
 NQ0198
 NQ0198.The orthometric height was determined by differential leveling
 NQ0198.and adjusted by the National Geodetic Survey in June 1991..
 NQ0198
 NQ0198.The geoid height was determined by GEOID03.
 NQ0198
 NQ0198.The dynamic height is computed by dividing the NAVD 88
 NQ0198.geopotential number by the normal gravity value computed on the
 NQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0198.degrees latitude (g = 980.6199 gals.).
 NQ0198
 NQ0198.The modeled gravity was interpolated from observed gravity values.
 NQ0198
 NQ0198;                    North         East    Units  Estimated Accuracy
 NQ0198;SPC WY E     -   252,470.      249,420.      MT  (+/- 180 meters Scaled)
 NQ0198
 NQ0198                          SUPERSEDED SURVEY CONTROL
 NQ0198
 NQ0198  NGVD 29 (??/??/92) 1583.41   (m)         5194.9    (f) COMPUTED    1 2
 NQ0198
 NQ0198.Superseded values are not recommended for survey control.
 NQ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0198.See file dsdata.txt to determine how the superseded data were derived.
 NQ0198
 NQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH357355(NAD 83)
 NQ0198_MARKER: DD = SURVEY DISK
 NQ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0198_STAMPING: J F 45 1947 5195
 NQ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0198+STABILITY: SURFACE MOTION
 NQ0198
 NQ0198  HISTORY     - Date     Condition        Report By
 NQ0198  HISTORY     - 1947     MONUMENTED       USGS
 NQ0198  HISTORY     - 1954     GOOD             NGS
 NQ0198
 NQ0198                          STATION DESCRIPTION
 NQ0198
 NQ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0198'2.9 MI E FROM MANVILLE.
 NQ0198'2.9 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0198'FROM THE STATION AT MANVILLE, 2 1/2 POLES WEST OF MILEPOST
 NQ0198'497, 72 FEET NORTHEAST OF THE NORTHEAST CORNER OF A TRESTLE,
 NQ0198'48 FEET NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF A FENCE,
 NQ0198'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NQ0198'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  IN THE SOUTHEAST
 NQ0198'1/4 OF SECTION 5, TOWNSHIP 32 NORTH, RANGE 64 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0793 ***********************************************************************
 NQ0793  DESIGNATION -  JF 46 RESET
 NQ0793  PID         -  NQ0793
 NQ0793  STATE/COUNTY-  WY/NIOBRARA
 NQ0793  USGS QUAD   -  MANVILLE (1981)
 NQ0793
 NQ0793                         *CURRENT SURVEY CONTROL
 NQ0793  ___________________________________________________________________
 NQ0793* NAD 83(1986)-  42 46 00.     (N)    104 32 24.     (W)     SCALED    
 NQ0793* NAVD 88     -      1577.51   (meters)    5175.5    (feet)  RESET     
 NQ0793  ___________________________________________________________________
 NQ0793  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0793
 NQ0793  VERT ORDER  -  THIRD
 NQ0793
 NQ0793.The horizontal coordinates were scaled from a topographic map and have
 NQ0793.an estimated accuracy of +/- 6 seconds.
 NQ0793
 NQ0793.The orthometric height was computed from unverified reset data.
 NQ0793
 NQ0793.The geoid height was determined by GEOID03.
 NQ0793
 NQ0793;                    North         East    Units  Estimated Accuracy
 NQ0793;SPC WY E     -   251,930.      251,290.      MT  (+/- 180 meters Scaled)
 NQ0793
 NQ0793                          SUPERSEDED SURVEY CONTROL
 NQ0793
 NQ0793  NGVD 29 (03/28/06) 1576.76   (m)         5173.1    (f) RESET       3  
 NQ0793
 NQ0793.Superseded values are not recommended for survey control.
 NQ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0793.See file dsdata.txt to determine how the superseded data were derived.
 NQ0793
 NQ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH376350(NAD 83)
 NQ0793_MARKER: DV = VERTICAL CONTROL DISK
 NQ0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0793_SP_SET: CONCRETE POST
 NQ0793_STAMPING: JF 46 USGS RESET 1980
 NQ0793_MARK LOGO: NGS   
 NQ0793_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0793+STABILITY: SURFACE MOTION
 NQ0793
 NQ0793  HISTORY     - Date     Condition        Report By
 NQ0793  HISTORY     - 1980     MONUMENTED       NGS
 NQ0793
 NQ0793                          STATION DESCRIPTION
 NQ0793
 NQ0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0793'ABOUT 4.1 MILES (6.6 KM) EAST ALONG THE RAILROAD TRACK IN MANVILLE,
 NQ0793'0.1 MILE (0.2 KM) SOUTH OF THE RUNNING WATER RANCH HOUSE, 100 FEET
 NQ0793'(30.5 M) NORTH OF RAILROAD TRACK AND AT THE EAST EDGE OF LINE OF
 NQ0793'TREES, SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0195 ***********************************************************************
 NQ0195  DESIGNATION -  JF 47
 NQ0195  PID         -  NQ0195
 NQ0195  STATE/COUNTY-  WY/NIOBRARA
 NQ0195  USGS QUAD   -  MANVILLE (1981)
 NQ0195
 NQ0195                         *CURRENT SURVEY CONTROL
 NQ0195  ___________________________________________________________________
 NQ0195* NAD 83(1986)-  42 45 33.     (N)    104 30 28.     (W)     SCALED    
 NQ0195* NAVD 88     -      1562.157  (meters)    5125.18   (feet)  ADJUSTED  
 NQ0195  ___________________________________________________________________
 NQ0195  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NQ0195  DYNAMIC HT  -        1561.252 (meters)    5122.21  (feet)  COMP
 NQ0195  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 NQ0195
 NQ0195  VERT ORDER  -  FIRST     CLASS II
 NQ0195
 NQ0195.The horizontal coordinates were scaled from a topographic map and have
 NQ0195.an estimated accuracy of +/- 6 seconds.
 NQ0195
 NQ0195.The orthometric height was determined by differential leveling
 NQ0195.and adjusted by the National Geodetic Survey in June 1991..
 NQ0195
 NQ0195.The geoid height was determined by GEOID03.
 NQ0195
 NQ0195.The dynamic height is computed by dividing the NAVD 88
 NQ0195.geopotential number by the normal gravity value computed on the
 NQ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0195.degrees latitude (g = 980.6199 gals.).
 NQ0195
 NQ0195.The modeled gravity was interpolated from observed gravity values.
 NQ0195
 NQ0195;                    North         East    Units  Estimated Accuracy
 NQ0195;SPC WY E     -   251,110.      253,930.      MT  (+/- 180 meters Scaled)
 NQ0195
 NQ0195                          SUPERSEDED SURVEY CONTROL
 NQ0195
 NQ0195  NGVD 29 (??/??/92) 1561.43   (m)         5122.8    (f) COMPUTED    1 2
 NQ0195
 NQ0195.Superseded values are not recommended for survey control.
 NQ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0195.See file dsdata.txt to determine how the superseded data were derived.
 NQ0195
 NQ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH402341(NAD 83)
 NQ0195_MARKER: DD = SURVEY DISK
 NQ0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0195_STAMPING: J F 47 1947 5123
 NQ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0195+STABILITY: SURFACE MOTION
 NQ0195
 NQ0195  HISTORY     - Date     Condition        Report By
 NQ0195  HISTORY     - 1947     MONUMENTED       CGS
 NQ0195  HISTORY     - 1954     GOOD             NGS
 NQ0195
 NQ0195                          STATION DESCRIPTION
 NQ0195
 NQ0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0195'2.9 MI W FROM LUSK.
 NQ0195'2.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0195'FROM THE STATION AT LUSK, 4 POLES WEST OF MILEPOST 494, 48
 NQ0195'FEET SOUTH OF THE SOUTH RAIL, 42 FEET WEST OF A TELEPHONE
 NQ0195'POLE, 1.5 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS
 NQ0195'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 NQ0195'ABOVE THE GROUND.  IN SECTION 11, TOWNSHIP 32 NORTH, RANGE 64
 NQ0195'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0125 ***********************************************************************
 NQ0125  DESIGNATION -  JF 5
 NQ0125  PID         -  NQ0125
 NQ0125  STATE/COUNTY-  WY/PLATTE
 NQ0125  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0125
 NQ0125                         *CURRENT SURVEY CONTROL
 NQ0125  ___________________________________________________________________
 NQ0125* NAD 83(1986)-  42 18 48.     (N)    104 53 18.     (W)     SCALED    
 NQ0125* NAVD 88     -      1366.988  (meters)    4484.86   (feet)  ADJUSTED  
 NQ0125  ___________________________________________________________________
 NQ0125  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NQ0125  DYNAMIC HT  -        1366.146 (meters)    4482.10  (feet)  COMP
 NQ0125  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 NQ0125
 NQ0125  VERT ORDER  -  FIRST     CLASS II
 NQ0125
 NQ0125.The horizontal coordinates were scaled from a topographic map and have
 NQ0125.an estimated accuracy of +/- 6 seconds.
 NQ0125
 NQ0125.The orthometric height was determined by differential leveling
 NQ0125.and adjusted by the National Geodetic Survey in June 1991..
 NQ0125
 NQ0125.The geoid height was determined by GEOID03.
 NQ0125
 NQ0125.The dynamic height is computed by dividing the NAVD 88
 NQ0125.geopotential number by the normal gravity value computed on the
 NQ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0125.degrees latitude (g = 980.6199 gals.).
 NQ0125
 NQ0125.The modeled gravity was interpolated from observed gravity values.
 NQ0125
 NQ0125;                    North         East    Units  Estimated Accuracy
 NQ0125;SPC WY E     -   201,420.      222,950.      MT  (+/- 180 meters Scaled)
 NQ0125
 NQ0125                          SUPERSEDED SURVEY CONTROL
 NQ0125
 NQ0125  NGVD 29 (??/??/92) 1366.21   (m)         4482.3    (f) COMPUTED    1 2
 NQ0125
 NQ0125.Superseded values are not recommended for survey control.
 NQ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0125.See file dsdata.txt to determine how the superseded data were derived.
 NQ0125
 NQ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG092845(NAD 83)
 NQ0125_MARKER: DD = SURVEY DISK
 NQ0125_SETTING: 0 = UNSPECIFIED SETTING
 NQ0125_STAMPING: J F 5 1948 4482
 NQ0125_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0125
 NQ0125  HISTORY     - Date     Condition        Report By
 NQ0125  HISTORY     - 1948     MONUMENTED       USGS
 NQ0125  HISTORY     - 1956     GOOD             NGS
 NQ0125  HISTORY     - 1985     GOOD             DMA
 NQ0125  HISTORY     - 20000607 GOOD             USGS
 NQ0125
 NQ0125                          STATION DESCRIPTION
 NQ0125
 NQ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0125'25.6 MI NW FROM WHEATLAND.
 NQ0125'25.55 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0125'FROM THE STATION AT WHEATLAND, 0.45 MILE SOUTHWEST OF MILEPOST
 NQ0125'240, ON THE WEST SLOPE OF A HILL, 306 FEET SOUTHEAST OF THE
 NQ0125'SOUTHEAST RAIL, 208 FEET NORTHEAST OF THE CENTER LINE OF A DIRT
 NQ0125'ROAD, 29 FEET NORTHWEST OF A POWER POLE, 0.3 FOOT ABOVE THE
 NQ0125'GROUND, IN SECTION 15, TOWNSHIP 27 NORTH, RANGE 67 WEST.
 NQ0125
 NQ0125                          STATION RECOVERY (1985)
 NQ0125
 NQ0125'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0125'RECOVERED IN GOOD CONDITION.
 NQ0125
 NQ0125                          STATION RECOVERY (2000)
 NQ0125
 NQ0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0125'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0492 ***********************************************************************
 NR0492  DESIGNATION -  JF 72
 NR0492  PID         -  NR0492
 NR0492  STATE/COUNTY-  WY/FREMONT
 NR0492  USGS QUAD   -  MUSKRAT BASIN (1984)
 NR0492
 NR0492                         *CURRENT SURVEY CONTROL
 NR0492  ___________________________________________________________________
 NR0492* NAD 83(1993)-  42 37 49.37057(N)    107 52 20.28059(W)     ADJUSTED  
 NR0492* NAVD 88     -      2065.4    (meters)    6776.     (feet)  VERTCON   
 NR0492  ___________________________________________________________________
 NR0492  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 NR0492  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 NR0492
 NR0492  HORZ ORDER  -  THIRD
 NR0492  VERT ORDER  -  THIRD ? (See Below)
 NR0492
 NR0492.The horizontal coordinates were established by classical geodetic methods
 NR0492.and adjusted by the National Geodetic Survey in January 1997..
 NR0492
 NR0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0492.The vertical order pertains to the NGVD 29 superseded value.
 NR0492
 NR0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0492
 NR0492.The geoid height was determined by GEOID03.
 NR0492
 NR0492;                    North         East     Units Scale Factor Converg.
 NR0492;SPC WYWC     -   236,969.125   671,991.722   MT  1.00000124   +0 35 40.1
 NR0492;UTM  13      - 4,723,770.542   264,476.827   MT  1.00028252   -1 56 46.3
 NR0492
 NR0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0492!SPC WYWC     -   0.99967813  x   1.00000124  =   0.99967937
 NR0492!UTM  13      -   0.99967813  x   1.00028252  =   0.99996056
 NR0492
 NR0492:                Primary Azimuth Mark                     Grid Az
 NR0492:SPC WYWC     -  PROSPECTOR                               250 49 13.6
 NR0492:UTM  13      -  PROSPECTOR                               253 21 40.0
 NR0492
 NR0492|---------------------------------------------------------------------|
 NR0492| PID    Reference Object                     Distance      Geod. Az  |
 NR0492|                                                           dddmmss.s |
 NR0492| NR0496 PROSPECTOR                          APPROX. 3.7 KM 2512453.7 |
 NR0492|---------------------------------------------------------------------|
 NR0492
 NR0492                          SUPERSEDED SURVEY CONTROL
 NR0492
 NR0492  NAD 83(1986)-  42 37 49.35751(N)    107 52 20.28099(W) AD(       ) 3
 NR0492  NAD 27      -  42 37 49.51294(N)    107 52 17.98885(W) AD(       ) 3
 NR0492  NGVD 29 (07/19/86) 2064.3    (m)         6773.     (f) LEVELING    3  
 NR0492
 NR0492.Superseded values are not recommended for survey control.
 NR0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0492.See file dsdata.txt to determine how the superseded data were derived.
 NR0492
 NR0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH6447723771(NAD 83)
 NR0492_MARKER: DD = SURVEY DISK
 NR0492_SETTING: 0 = UNSPECIFIED SETTING
 NR0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0492
 NR0492  HISTORY     - Date     Condition        Report By
 NR0492  HISTORY     - 1948     MONUMENTED       USGS
 NR0492
 NR0492                          STATION DESCRIPTION
 NR0492
 NR0492'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0492'STATION LOCATED IN SW. 1/4 SEC. 29, T 31 N, R 92 W.
 NR0492'
 NR0492'STATION BEST REACHED FROM A JUNCTION POINT OF SWEETWATER RIVER AND
 NR0492'U.S. HIGHWAY 287, LOCATED ABOUT 43 MI. E. OF LANDER, WYOMING, AT A
 NR0492'POINT KNOWN LOCALLY AS SWEETWATER STATION.  PROCEED E. FROM BRIDGE
 NR0492'OVER SWEETWATER RIVER 18.1 MI. TO GRIEVE RANCH ROAD N.  CONTINUE N.
 NR0492'2.6 MI. TO RANCH AND PROCEED THRU GATE ON NW. SIDE OF HOUSE 0.1 MI.
 NR0492'TO RD. FORK.  RIGHT FORK N. 0.2 MI. TO RD. FORK.  LEFT FORK N. 1.1
 NR0492'MI. TO RD. FORK.  RIGHT FORK NE. 1.6 MI. TO RD. FORK.  TAKE LEFT
 NR0492'FORK W. 5.3 MI. TO RD. FORK, LEFT FORK NW. 200 FT., LEFT FORK W.
 NR0492'0.5 MI. TO RD. FORK.  TAKE RIGHT FORK NW. 1.0 MI. TO RD. FORK.  LEFT
 NR0492'FORK NW. THRU GAP AND GATE 0.4 MI. TO T-RD. AND GATE.  TAKE RIGHT
 NR0492'FORK N. OPPOSITE GATE 0.2 MI. TO STATION.  STATION LIES ON S. SIDE
 NR0492'OF RD. 17 FT.
 NR0492'
 NR0492'STATION MARK--STANDARD USGS BRONZE TABLET IN CONCRETE MONUMENT,
 NR0492'STAMPED ---JF-72-1948 6773---.
 NR0492'
 NR0492'REFERENCE MARK NO. 1--3/4 IN. STEEL PIPE DRIVEN INTO GROUND,
 NR0492'PROTECTED BY CAIRN OF ROCK, 69.84 FT., N 77 DEG 21 MIN E.
 NR0492'
 NR0492'REFERENCE MARK NO. 2--3/4 IN. STEEL PIPE DRIVEN INTO GROUND,
 NR0492'PROTECTED BY CAIRN OF ROCK, 51.19 FT., S 18 DEG 17 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0320 ***********************************************************************
 NS0320  DESIGNATION -  JHF 58
 NS0320  PID         -  NS0320
 NS0320  STATE/COUNTY-  WY/FREMONT
 NS0320  USGS QUAD   -  ALKALI BUTTE (1978)
 NS0320
 NS0320                         *CURRENT SURVEY CONTROL
 NS0320  ___________________________________________________________________
 NS0320* NAD 83(1993)-  42 59 32.21734(N)    108 09 35.92088(W)     ADJUSTED  
 NS0320* NAVD 88     -      1700.57   (+/-2cm)    5579.3    (feet)  VERTCON   
 NS0320  ___________________________________________________________________
 NS0320  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 NS0320  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 NS0320
 NS0320  HORZ ORDER  -  THIRD
 NS0320  VERT ORDER  -  THIRD ? (See Below)
 NS0320
 NS0320.The horizontal coordinates were established by classical geodetic methods
 NS0320.and adjusted by the National Geodetic Survey in January 1997..
 NS0320
 NS0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0320.The vertical order pertains to the NGVD 29 superseded value.
 NS0320
 NS0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0320
 NS0320.The geoid height was determined by GEOID03.
 NS0320
 NS0320;                    North         East     Units Scale Factor Converg.
 NS0320;SPC WYWC     -   276,965.418   648,114.038   MT  0.99996597   +0 24 08.4
 NS0320;UTM  12      - 4,763,872.198   731,521.266   MT  1.00025947   +1 56 14.9
 NS0320
 NS0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0320!SPC WYWC     -   0.99973560  x   0.99996597  =   0.99970158
 NS0320!UTM  12      -   0.99973560  x   1.00025947  =   0.99999500
 NS0320
 NS0320:                Primary Azimuth Mark                     Grid Az
 NS0320:SPC WYWC     -  SAND                                     354 35 18.0
 NS0320:UTM  12      -  SAND                                     353 03 11.5
 NS0320
 NS0320|---------------------------------------------------------------------|
 NS0320| PID    Reference Object                     Distance      Geod. Az  |
 NS0320|                                                           dddmmss.s |
 NS0320| OW0262 SAND                                APPROX. 4.7 KM 3545926.4 |
 NS0320|---------------------------------------------------------------------|
 NS0320
 NS0320                          SUPERSEDED SURVEY CONTROL
 NS0320
 NS0320  NAD 83(1986)-  42 59 32.20320(N)    108 09 35.92476(W) AD(       ) 3
 NS0320  NGVD 29 (11/06/89) 1699.54   (m)         5575.9    (f) LEVELING    3  
 NS0320
 NS0320.Superseded values are not recommended for survey control.
 NS0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0320.See file dsdata.txt to determine how the superseded data were derived.
 NS0320
 NS0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3152163872(NAD 83)
 NS0320_MARKER: DD = SURVEY DISK
 NS0320_SETTING: 0 = UNSPECIFIED SETTING
 NS0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0320
 NS0320  HISTORY     - Date     Condition        Report By
 NS0320  HISTORY     - 1948     MONUMENTED       USGS
 NS0320
 NS0320                          STATION DESCRIPTION
 NS0320
 NS0320'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NS0320'LOCATED ABOUT 11.2 MI. E. OF RIVERTON, WYOMING, IN FREMONT COUNTY, ON
 NS0320'COUNTY RD. ABOUT 4.5 MI. E. OF KIRBY DRAW WHERE RD. GOES OVER SUMMIT.
 NS0320'
 NS0320'TO REACH FROM JUNCTION OF EAST MAIN STREET AND U.S. HIGHWAY 320 IN
 NS0320'RIVERTON, WYOMING, FOLLOW RD. S. TOWARD LANDER, WYOMING, 1.1 MI. TO
 NS0320'--Y-- JUST BEYOND WIND RIVER STEEL BRIDGE, BEAR LEFT OFF PAVEMENT ONTO
 NS0320'SANDRAW ROAD AND GO 1.3 MI., TURN LEFT (E.) ONTO T-RD. PASSING BETWEEN
 NS0320'TWO STONE CAIRNS ON FENCE LINE AND GO 0.5 MI. TO --Y--, FENCE CORNER
 NS0320'ON LEFT, BEAR RIGHT AND GO 3.8 MI. TO FORK, BEAR RIGHT AND GO 3.15 MI.
 NS0320'TO KIRBY DRAW, CROSS DRAW AND CONTINUE IN EASTERLY DIRECTION ON RD.
 NS0320'5.0 TO STATION ON LEFT SIDE OF RD.
 NS0320'
 NS0320'STATION MARK--STANDARD BRONZE TABLET STAMPED---JHF 58 1948--- AND
 NS0320'SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0321 ***********************************************************************
 NS0321  DESIGNATION -  JHF 59
 NS0321  PID         -  NS0321
 NS0321  STATE/COUNTY-  WY/FREMONT
 NS0321  USGS QUAD   -  ALKALI BUTTE (1978)
 NS0321
 NS0321                         *CURRENT SURVEY CONTROL
 NS0321  ___________________________________________________________________
 NS0321* NAD 83(1993)-  42 59 38.25318(N)    108 11 32.28980(W)     ADJUSTED  
 NS0321* NAVD 88     -      1658.24   (+/-2cm)    5440.4    (feet)  VERTCON   
 NS0321  ___________________________________________________________________
 NS0321  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 NS0321  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 NS0321
 NS0321  HORZ ORDER  -  THIRD
 NS0321  VERT ORDER  -  THIRD ? (See Below)
 NS0321
 NS0321.The horizontal coordinates were established by classical geodetic methods
 NS0321.and adjusted by the National Geodetic Survey in January 1997..
 NS0321
 NS0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0321.The vertical order pertains to the NGVD 29 superseded value.
 NS0321
 NS0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0321
 NS0321.The geoid height was determined by GEOID03.
 NS0321
 NS0321;                    North         East     Units Scale Factor Converg.
 NS0321;SPC WYWC     -   277,133.664   645,476.840   MT  0.99996293   +0 22 49.1
 NS0321;UTM  12      - 4,763,969.761   728,879.748   MT  1.00024450   +1 54 55.6
 NS0321
 NS0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0321!SPC WYWC     -   0.99974224  x   0.99996293  =   0.99970518
 NS0321!UTM  12      -   0.99974224  x   1.00024450  =   0.99998667
 NS0321
 NS0321:                Primary Azimuth Mark                     Grid Az
 NS0321:SPC WYWC     -  SAND                                     025 49 17.9
 NS0321:UTM  12      -  SAND                                     024 17 11.4
 NS0321
 NS0321|---------------------------------------------------------------------|
 NS0321| PID    Reference Object                     Distance      Geod. Az  |
 NS0321|                                                           dddmmss.s |
 NS0321| OW0262 SAND                                APPROX. 5.0 KM 0261207.0 |
 NS0321|---------------------------------------------------------------------|
 NS0321
 NS0321                          SUPERSEDED SURVEY CONTROL
 NS0321
 NS0321  NAD 83(1986)-  42 59 38.23918(N)    108 11 32.29284(W) AD(       ) 3
 NS0321  NGVD 29 (11/06/89) 1657.22   (m)         5437.1    (f) LEVELING    3  
 NS0321
 NS0321.Superseded values are not recommended for survey control.
 NS0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0321.See file dsdata.txt to determine how the superseded data were derived.
 NS0321
 NS0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2888063970(NAD 83)
 NS0321_MARKER: DD = SURVEY DISK
 NS0321_SETTING: 0 = UNSPECIFIED SETTING
 NS0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0321
 NS0321  HISTORY     - Date     Condition        Report By
 NS0321  HISTORY     - 1948     MONUMENTED       USGS
 NS0321
 NS0321                          STATION DESCRIPTION
 NS0321
 NS0321'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NS0321'LOCATED ABOUT 10.0 MI. E. OF RIVERTON, WYOMING, ON COUNTY RD. IN
 NS0321'FREMONT COUNTY, ABOUT 3.0 MI. E. OF KIRBY DRAW AT A TRACK RD.
 NS0321'INTERSECTION ON THE SLOPE RISING FROM KIRBY DRAW.
 NS0321'
 NS0321'TO REACH FROM JUNCTION OF EAST MAIN STREET AND U.S. HIGHWAY 320 IN
 NS0321'RIVERTON, WYOMING, FOLLOW RD. IN SOUTHERLY DIRECTION TOWARD LANDER,
 NS0321'WYOMING, 1.1 MI. TO --Y-- JUST BEYOND WIND RIVER STEEL BRIDGE, BEAR
 NS0321'LEFT OFF PAVEMENT ONTO SANDRAW AND GO 1.3 MI., TURN LEFT (E.) ONTO
 NS0321'T-RD. PASSING BETWEEN TWO STONE CAIRNS ON FENCE LINE AND GO 0.5 MI.
 NS0321'TO --Y--, FENCE CORNER ON LEFT, BEAR RIGHT AND GO 3.8 MI. TO FORK,
 NS0321'BEAR RIGHT AND GO 3.15 MI. TO KIRBY DRAW, CROSS DRAW AND CONTINUE ON
 NS0321'RD. 3.05 MI. TO INTERSECTION NEAR CURVE IN RD. AND TO STATION.
 NS0321'
 NS0321'STATION MARK--STANDARD BRONZE TABLET STAMPED---BM JHF 59 1948--- AND
 NS0321'CEMENTED IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0322 ***********************************************************************
 NS0322  DESIGNATION -  JHF 62
 NS0322  PID         -  NS0322
 NS0322  STATE/COUNTY-  WY/FREMONT
 NS0322  USGS QUAD   -  ARAPAHOE NE (1978)
 NS0322
 NS0322                         *CURRENT SURVEY CONTROL
 NS0322  ___________________________________________________________________
 NS0322* NAD 83(1993)-  42 58 24.62591(N)    108 18 14.61395(W)     ADJUSTED  
 NS0322* NAVD 88     -      1620.27   (+/-2cm)    5315.8    (feet)  VERTCON   
 NS0322  ___________________________________________________________________
 NS0322  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 NS0322  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 NS0322
 NS0322  HORZ ORDER  -  THIRD
 NS0322  VERT ORDER  -  THIRD ? (See Below)
 NS0322
 NS0322.The horizontal coordinates were established by classical geodetic methods
 NS0322.and adjusted by the National Geodetic Survey in January 1997..
 NS0322
 NS0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0322.The vertical order pertains to the NGVD 29 superseded value.
 NS0322
 NS0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0322
 NS0322.The geoid height was determined by GEOID03.
 NS0322
 NS0322;                    North         East     Units Scale Factor Converg.
 NS0322;SPC WYWC     -   274,807.307   636,375.797   MT  0.99995377   +0 18 14.3
 NS0322;UTM  12      - 4,761,399.803   719,841.920   MT  1.00019461   +1 50 18.4
 NS0322
 NS0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0322!SPC WYWC     -   0.99974817  x   0.99995377  =   0.99970195
 NS0322!UTM  12      -   0.99974817  x   1.00019461  =   0.99994273
 NS0322
 NS0322:                Primary Azimuth Mark                     Grid Az
 NS0322:SPC WYWC     -  SCS 45 ECC                               169 55 32.5
 NS0322:UTM  12      -  SCS 45 ECC                               168 23 28.4
 NS0322
 NS0322|---------------------------------------------------------------------|
 NS0322| PID    Reference Object                     Distance      Geod. Az  |
 NS0322|                                                           dddmmss.s |
 NS0322| NS0179 SCS 45 ECC                          APPROX. 6.1 KM 1701346.8 |
 NS0322|---------------------------------------------------------------------|
 NS0322
 NS0322                          SUPERSEDED SURVEY CONTROL
 NS0322
 NS0322  NAD 83(1986)-  42 58 24.61142(N)    108 18 14.61615(W) AD(       ) 3
 NS0322  NGVD 29 (11/06/89) 1619.26   (m)         5312.5    (f) LEVELING    3  
 NS0322
 NS0322.Superseded values are not recommended for survey control.
 NS0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0322.See file dsdata.txt to determine how the superseded data were derived.
 NS0322
 NS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1984261400(NAD 83)
 NS0322_MARKER: DS = TRIANGULATION STATION DISK
 NS0322_SETTING: 0 = UNSPECIFIED SETTING
 NS0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0322
 NS0322  HISTORY     - Date     Condition        Report By
 NS0322  HISTORY     - 1949     MONUMENTED       USGS
 NS0322
 NS0322                          STATION DESCRIPTION
 NS0322
 NS0322'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 NS0322'LOCATED ABOUT 5.5 MI. SE. OF RIVERTON, IN THE SE. 1/4 SEC. 17, T 1 S,
 NS0322'R 5 E.
 NS0322'
 NS0322'TO REACH FROM RIVERTON AT THE INTERSECTION OF EAST MAIN STREET AND
 NS0322'STATE HIGHWAY 320, GO S. ON STATE HIGHWAY 320 FOR 1.2 MI. TO BRIDGE
 NS0322'OVER WIND RIVER, CONTINUE 0.1 MI. TO SANDRAW RD. ON LEFT, TURN LEFT
 NS0322'AND FOLLOW SANDRAW RD. S. FOR 1.3 MI. TO T-RD. E., TURN LEFT AND GO
 NS0322'E. ON OHIO RD., MAIN TRAVELED RD., FOR 4.1 MI. TO TOP OF HILL ABOUT
 NS0322'0.1 MI. E. OF RD. FORK TO N., STATION IS ON TOP OF HILL 114 FT. S.
 NS0322'AND 9.0 FT. ABOVE RD.
 NS0322'
 NS0322'STATION MARK--STANDARD TABLET STAMPED---62 JHF 1948 5312--- AND SET
 NS0322'IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0277 ***********************************************************************
 NS0277  DESIGNATION -  JIM
 NS0277  PID         -  NS0277
 NS0277  STATE/COUNTY-  WY/SUBLETTE
 NS0277  USGS QUAD   -  POCKET CREEK LAKE (1969)
 NS0277
 NS0277                         *CURRENT SURVEY CONTROL
 NS0277  ___________________________________________________________________
 NS0277* NAD 83(1993)-  42 44 56.61410(N)    109 23 42.46414(W)     ADJUSTED  
 NS0277* NAVD 88     -      3047.     (meters)    9997.     (feet)  SCALED    
 NS0277  ___________________________________________________________________
 NS0277  LAPLACE CORR-          13.23  (seconds)                    DEFLEC99
 NS0277  GEOID HEIGHT-          -9.70  (meters)                     GEOID03
 NS0277
 NS0277  HORZ ORDER  -  THIRD
 NS0277
 NS0277.The horizontal coordinates were established by classical geodetic methods
 NS0277.and adjusted by the National Geodetic Survey in January 1997..
 NS0277
 NS0277.The orthometric height was scaled from a topographic map.
 NS0277
 NS0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0277
 NS0277.The geoid height was determined by GEOID03.
 NS0277
 NS0277;                    North         East     Units Scale Factor Converg.
 NS0277;SPC WY W     -   350,008.151   856,341.266   MT  0.99997654   +0 28 01.8
 NS0277;SPC WYWC     -   249,980.298   547,185.208   MT  0.99997180   -0 26 16.5
 NS0277;UTM  12      - 4,734,197.676   631,342.845   MT  0.99981224   +1 05 22.3
 NS0277
 NS0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0277!SPC WY W     -   0.99952382  x   0.99997654  =   0.99950037
 NS0277!SPC WYWC     -   0.99952382  x   0.99997180  =   0.99949563
 NS0277!UTM  12      -   0.99952382  x   0.99981224  =   0.99933615
 NS0277
 NS0277:                Primary Azimuth Mark                     Grid Az
 NS0277:SPC WY W     -  JIM AZ MK                                004 05 14.4
 NS0277:SPC WYWC     -  JIM AZ MK                                004 59 32.7
 NS0277:UTM  12      -  JIM AZ MK                                003 27 53.9
 NS0277
 NS0277|---------------------------------------------------------------------|
 NS0277| PID    Reference Object                     Distance      Geod. Az  |
 NS0277|                                                           dddmmss.s |
 NS0277| CP5599 JIM AZ MK                                          0043316.2 |
 NS0277| CP5600 JIM RM 1                              8.988 METERS 03612     |
 NS0277| CP5601 JIM RM 2                             15.516 METERS 26119     |
 NS0277| NS0276 T28N R105W STATION 2                  0.238 METERS 30343     |
 NS0277|---------------------------------------------------------------------|
 NS0277
 NS0277                          SUPERSEDED SURVEY CONTROL
 NS0277
 NS0277  NAD 83(1986)-  42 44 56.59388(N)    109 23 42.45900(W) AD(       ) 3
 NS0277  NAD 27      -  42 44 56.77700(N)    109 23 39.97200(W) AD(       ) 3
 NS0277
 NS0277.Superseded values are not recommended for survey control.
 NS0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0277.See file dsdata.txt to determine how the superseded data were derived.
 NS0277
 NS0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN3134334198(NAD 83)
 NS0277_MARKER: DS = TRIANGULATION STATION DISK
 NS0277_SETTING: 80 = SET IN A BOULDER
 NS0277_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NS0277
 NS0277  HISTORY     - Date     Condition        Report By
 NS0277  HISTORY     - 1936     MONUMENTED       CGS
 NS0277
 NS0277                          STATION DESCRIPTION
 NS0277
 NS0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0277'ABOUT 26 MILES EAST-SOUTHEAST OF PINEDALE, ABOUT 15 MILES DUE
 NS0277'EAST OF BOULDER, ABOUT 9 MILES SOUTHWEST OF CONTINENTAL DIVIDE,
 NS0277'ABOUT 1-1/2 MILES SOUTH OF COW CAMP (SET OF LOG BUILDINGS IN
 NS0277'TIMBER ON TOP OF RANGE), ABOUT 3 MILES SOUTHWEST OF PROMINENT
 NS0277'DOUBLE-TOPPED MOUNTAIN, ON LOW ROCKY HILL, ON WEST OF 2 HILLS
 NS0277'OF ABOUT SAME ELEVATION, AND IN TOP OF HUGE BOULDER WHICH CAPS
 NS0277'TOP OF HILL, AND IN WHICH THERE IS ALSO A FOREST SERVICE
 NS0277'TRIANGULATION STATION MARK STAMPED 2, T-28-N, R-105-W.  TO
 NS0277'REACH FROM PINEDALE, FOLLOW U.S. HIGHWAY 187 SOUTH 11.5 MILES
 NS0277'TO BOULDER CASH STORE--TURN LEFT OFF HIGHWAY AND FOLLOW MAIN
 NS0277'GRADED ROAD EAST 7.4 MILES TO FORKS.  KEEP STRAIGHT AHEAD ON
 NS0277'LEFT FORK 4.5 MILES TO T-ROAD LEFT.  TURN LEFT WITH SIGN
 NS0277'LANDER AND GO EAST 2.0 MILES TO WHERE MAIN ROAD TURNS SHARPLY
 NS0277'RIGHT AND LESS-TRAVELED ROAD CONTINUES EAST.  KEEP STRAIGHT
 NS0277'AHEAD OFF MAIN HIGHWAY AND FOLLOW GRADED ROAD EAST,
 NS0277'NORTH, AND EAST 0.9 MILE TO LARGE WHITE HOUSE ON SOUTH SIDE
 NS0277'OF ROAD.  CONTINUE EAST 1.4 MILES TO FORKS AT BOARD GATE.
 NS0277'TAKE LEFT FORK AND GO 0.5 MILE TO SMALL HOUSE ON RIGHT AND
 NS0277'CORRAL ON LEFT.  PASS BETWEEN HOUSE AND CORRAL AND FOLLOW
 NS0277'MAIN ROAD UP SMALL STREAM 2.5 MILES TO FORKS IN LOW OPEN
 NS0277'DIVIDE--TURN LEFT AND CONTINUE ON MAIN ROAD UP STEEP
 NS0277'GRADE 2.1 MILES TO FORKS AT SIGN COW CAMP - 5 MILES, POCKET
 NS0277'CREEK DRIVEWAY.  THIS SIGN IS ON LOW GRASSY DIVIDE ABOUT 0.1
 NS0277'MILE BEYOND SUMMIT OF LONG GRADE.  TURN LEFT AT SIGN, CROSS SMALL
 NS0277'CREEK, AND FOLLOW MAIN ROAD 3.0 MILES TO SIGN IN SMALL FLAT
 NS0277'READING DIVIDE LAKE TRAIL, POCKET CREEK DRIVEWAY.  THIS TRAIL
 NS0277'GOES STRAIGHT AHEAD OVER STEEP HILL AND IS IMPASSABLE TO TRUCKS.
 NS0277'BEAR TO RIGHT AROUND SIDE OF HILL FOR ABOUT 200 YARDS, TURN
 NS0277'SHARPLY BACK TO LEFT AND FOLLOW NEW ROUTE UP STEEP HILL AND
 NS0277'THEN OLD ROUTE FOR TOTAL OF 0.6 MILE TO SIGN ON LEFT SALT
 NS0277'GROUND N.  42.  CONTINUE ABOUT 1/2 MILE TO POINT ABOUT 0.1
 NS0277'MILE FROM LARGE, LOW, GRASSY BOWL.  TURN RIGHT OFF ROAD AND GO
 NS0277'ACROSS COUNTRY FOLLOWING TOP OF RIDGE ABOUT 1/2 MILE TO TOP
 NS0277'OF HILL AND STATION.  DOUBTFUL IF TRUCKS CAN BE DRIVEN LAST 1/2
 NS0277'MILE.  STATION MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.
 NS0277'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 NS0277'BOULDERS.  NO.  1 IS 8.988 METERS (29.49 FEET)
 NS0277'NORTHEAST OF STATION N 36 DEG 12 MIN E.  NO. 2 IS
 NS0277'15.516 METERS (50.91 FEET) WEST S 81 DEG 19 MIN W.
 NS0277'AZIMUTH MARK IS ON HILL TO NORTH, ABOUT 200 YARDS NORTH OF
 NS0277'SMALL CREEK, IN TOP OF LARGE BOULDER AT LARGE
 NS0277'WELL-BALANCED ROCK, ABOUT 25 YARDS SOUTH OF LONE TREE, AND
 NS0277'APPROXIMATELY 3/4 MILE NORTH OF STATION N 04 DEG 33 MIN E.
 NS0277'STATION 2, T. 28 N., R. 105 W. (U.S.F.S.)
 NS0277'(SEE GEOGRAPHIC POSITION AND DESCRIPTION THEREOF) IS 0.238 METER
 NS0277'(0.78 FOOT) FROM STATION N 56 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1048 ***********************************************************************
 MO1048  DESIGNATION -  JIM
 MO1048  PID         -  MO1048
 MO1048  STATE/COUNTY-  WY/LARAMIE
 MO1048  USGS QUAD   -  MIDWAY SE (1991)
 MO1048
 MO1048                         *CURRENT SURVEY CONTROL
 MO1048  ___________________________________________________________________
 MO1048* NAD 83(1993)-  41 19 30.09395(N)    104 20 57.60515(W)     ADJUSTED  
 MO1048* NAVD 88     -      1702.     (meters)    5584.     (feet)  SCALED    
 MO1048  ___________________________________________________________________
 MO1048  LAPLACE CORR-          -6.20  (seconds)                    DEFLEC99
 MO1048  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 MO1048
 MO1048  HORZ ORDER  -  SECOND
 MO1048
 MO1048.The horizontal coordinates were established by classical geodetic methods
 MO1048.and adjusted by the National Geodetic Survey in January 1997..
 MO1048
 MO1048.The orthometric height was scaled from a topographic map.
 MO1048
 MO1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1048
 MO1048.The geoid height was determined by GEOID03.
 MO1048
 MO1048;                    North         East     Units Scale Factor Converg.
 MO1048;SPC WY E     -    91,937.529   268,423.477   MT  0.99999510   +0 32 23.0
 MO1048;UTM  13      - 4,575,043.233   554,452.395   MT  0.99963649   +0 25 46.8
 MO1048
 MO1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1048!SPC WY E     -   0.99973586  x   0.99999510  =   0.99973096
 MO1048!UTM  13      -   0.99973586  x   0.99963649  =   0.99937245
 MO1048
 MO1048|---------------------------------------------------------------------|
 MO1048| PID    Reference Object                     Distance      Geod. Az  |
 MO1048|                                                           dddmmss.s |
 MO1048| CP9722 JIM B RM 2                           37.719 METERS 12807     |
 MO1048| CQ4096 JIM B AZ MK                                        1784006.5 |
 MO1048| CQ4097 JIM B RM 1                           15.090 METERS 35752     |
 MO1048|---------------------------------------------------------------------|
 MO1048
 MO1048                          SUPERSEDED SURVEY CONTROL
 MO1048
 MO1048  NAD 83(1986)-  41 19 30.08237(N)    104 20 57.60374(W) AD(       ) 2
 MO1048  NAD 27      -  41 19 30.15400(N)    104 20 55.75060(W) AD(       ) 2
 MO1048
 MO1048.Superseded values are not recommended for survey control.
 MO1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1048.See file dsdata.txt to determine how the superseded data were derived.
 MO1048
 MO1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF5445275043(NAD 83)
 MO1048_MARKER: DS = TRIANGULATION STATION DISK
 MO1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1048
 MO1048  HISTORY     - Date     Condition        Report By
 MO1048  HISTORY     - 1963     MONUMENTED       CGS
 MO1048
 MO1048                          STATION DESCRIPTION
 MO1048
 MO1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1048'THE STATION IS 9-1/2 MILES NORTH OF BURNS, IN THE NORTHEAST
 MO1048'QUARTER OF SECTION 30, T 16 N, R 62 W AND ON THE WEST
 MO1048'RIGHT-OF-WAY OF A BLACKTOP ROAD.
 MO1048'
 MO1048'TO REACH THE STATION FROM THE POST OFFICE IN BURNS, GO NORTH
 MO1048'ON A BLACKTOP ROAD FOR 0.1 MILE TO A Y-ROAD FORK.  BEAR RIGHT
 MO1048'AND GO NORTHERLY ON A BLACKTOP ROAD FOR 8.85 MILES TO A
 MO1048'CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT, IN THE NORTHEAST
 MO1048'ANGLE OF THE CROSSROAD.  CONTINUE NORTH ON THE BLACKTOP ROAD
 MO1048'FOR 0.5 MILE TO THE STATION AND THE HOME OF MR. J.R. OGLE
 MO1048'ON THE LEFT.
 MO1048'
 MO1048'STATION MARKS ARE STANDARD DISKS STAMPED JIM 1963.  THE
 MO1048'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1048'SURFACE OF THE GROUND.  IT IS 56 FEET NORTH OF THE CENTER OF
 MO1048'A DRIVEWAY, 51 FEET WEST OF THE CENTER OF THE BLACKTOP ROAD
 MO1048'AND 3 FEET EAST OF A NORTH-SOUTH FENCE.  THE UNDERGROUND DISK
 MO1048'IS SET IN AN IRREGULAR MASS OF CONCRETE 41 INCHES BELOW THE
 MO1048'SURFACE OF THE GROUND.
 MO1048'
 MO1048'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JIM NO 1 1963,
 MO1048'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1048'THE GROUND.  IT IS 53 FEET WEST OF THE CENTER OF THE BLACKTOP
 MO1048'ROAD, 3 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF THE
 MO1048'NORTH-SOUTH FENCE.
 MO1048'
 MO1048'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JIM NO 2 1963,
 MO1048'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MO1048'IS 48 FEET EAST OF THE CENTER OF THE BLACKTOP ROAD, 3 FEET
 MO1048'NORTH OF A FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 MO1048'
 MO1048'AZIMUTH MARK, A STANDARD DISK STAMPED JIM 1963, IS SET IN A
 MO1048'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 39 FEET
 MO1048'EAST OF THE CENTER OF THE BLACKTOP ROAD, 39 FEET NORTH OF THE
 MO1048'CENTER OF A GRAVEL ROAD, 2 FEET WEST OF A METAL WITNESS POST
 MO1048'AND 2 FEET NORTH OF A POWER POLE.
 MO1048'
 MO1048'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0411 ***********************************************************************
 PX0411  DESIGNATION -  JIM MT
 PX0411  PID         -  PX0411
 PX0411  STATE/COUNTY-  WY/PARK
 PX0411  USGS QUAD   -  JIM MOUNTAIN (1991)
 PX0411
 PX0411                         *CURRENT SURVEY CONTROL
 PX0411  ___________________________________________________________________
 PX0411* NAD 83(1993)-  44 31 44.65951(N)    109 28 28.11669(W)     ADJUSTED  
 PX0411* NAVD 88     -      3180.6    (meters)   10435.     (feet)  VERTCON   
 PX0411  ___________________________________________________________________
 PX0411  LAPLACE CORR-         -17.10  (seconds)                    DEFLEC99
 PX0411  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 PX0411
 PX0411  HORZ ORDER  -  THIRD
 PX0411
 PX0411.The horizontal coordinates were established by classical geodetic methods
 PX0411.and adjusted by the National Geodetic Survey in January 1997..
 PX0411
 PX0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0411
 PX0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0411
 PX0411.The geoid height was determined by GEOID03.
 PX0411
 PX0411;                    North         East     Units Scale Factor Converg.
 PX0411;SPC WYWC     -   447,790.082   542,414.883   MT  0.99997826   -0 30 29.0
 PX0411;UTM  12      - 4,931,770.226   621,215.636   MT  0.99978069   +1 04 11.8
 PX0411
 PX0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0411!SPC WYWC     -   0.99950294  x   0.99997826  =   0.99948121
 PX0411!UTM  12      -   0.99950294  x   0.99978069  =   0.99928373
 PX0411
 PX0411:                Primary Azimuth Mark                     Grid Az
 PX0411:SPC WYWC     -  CRAG                                     315 31 16.0
 PX0411:UTM  12      -  CRAG                                     313 56 35.2
 PX0411
 PX0411|---------------------------------------------------------------------|
 PX0411| PID    Reference Object                     Distance      Geod. Az  |
 PX0411|                                                           dddmmss.s |
 PX0411| PX0458 CRAG                                APPROX. 7.7 KM 3150047.0 |
 PX0411|---------------------------------------------------------------------|
 PX0411
 PX0411                          SUPERSEDED SURVEY CONTROL
 PX0411
 PX0411  NAD 83(1986)-  44 31 44.64966(N)    109 28 28.10541(W) AD(       ) 3
 PX0411  NAD 27      -  44 31 44.83774(N)    109 28 25.50449(W) AD(       ) 3
 PX0411  NGVD 29 (07/19/86) 3179.3    (m)        10431.     (f) VERT ANG       
 PX0411
 PX0411.Superseded values are not recommended for survey control.
 PX0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0411.See file dsdata.txt to determine how the superseded data were derived.
 PX0411
 PX0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2121631770(NAD 83)
 PX0411_MARKER: DD = SURVEY DISK
 PX0411_SETTING: 66 = SET IN ROCK OUTCROP
 PX0411_SP_SET: SET IN ROCK OUTCROP
 PX0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0411+STABILITY: POSITION/ELEVATION WELL
 PX0411
 PX0411  HISTORY     - Date     Condition        Report By
 PX0411  HISTORY     - 1953     MONUMENTED       USGS
 PX0411
 PX0411                          STATION DESCRIPTION
 PX0411
 PX0411'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0411'LOCATED ABOUT 20.0 MI. (AIRLINE) W. OF CODY, WYOMING, AND ABOUT 3.5
 PX0411'MI. (AIRLINE) N. OF THE NORTH FORK OF THE SHOSHONE RIVER, ON HIGHEST
 PX0411'POINT OF A BARE TOP KNOWN AS JIM MTN.
 PX0411'
 PX0411'TO REACH FROM CODY POST OFFICE, DRIVE WESTWARD ON U.S. 20 AND 14 FOR
 PX0411'ABOUT 19.1 MI., RIGHT ON DIRT RD. FOR 0.3 MI. TO FORK, RIGHT FOR 2.6
 PX0411'MI. PAST FOUR BEAR RANCH TO FORK, LEFT FOR 0.9 MI. TO CABINS, THROUGH
 PX0411'CABIN AREA, UP RIGHT SIDE OF JIM CREEK, ON DIM RD. FOR 0.4 MI. TO
 PX0411'WASHED OUT BRIDGE AND END OF TRUCK TRAVEL.  PACK UP JIM CREEK ON USFS
 PX0411'TRAIL TO BASIN, THEN WESTWARD TO TOP AND STATION SITE.  HORSES COULD
 PX0411'BE TAKEN TO TOP.  A 3-1/2 HOUR BACK PACK.
 PX0411'
 PX0411'STATION MARK--STANDARD TABLET, STAMPED ---JIM MTN. 1953---, CEMENTED
 PX0411'IN ROCK.
 PX0411'
 PX0411'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0466 ***********************************************************************
 PX0466  DESIGNATION -  JIM SMITH
 PX0466  PID         -  PX0466
 PX0466  STATE/COUNTY-  WY/PARK
 PX0466  USGS QUAD   -  JIM SMITH PEAK (1991)
 PX0466
 PX0466                         *CURRENT SURVEY CONTROL
 PX0466  ___________________________________________________________________
 PX0466* NAD 83(1993)-  44 55 56.96140(N)    109 49 06.56216(W)     ADJUSTED  
 PX0466* NAVD 88     -      3145.2    (meters)   10319.     (feet)  VERTCON   
 PX0466  ___________________________________________________________________
 PX0466  LAPLACE CORR-          -9.25  (seconds)                    DEFLEC99
 PX0466  GEOID HEIGHT-          -7.59  (meters)                     GEOID03
 PX0466
 PX0466  HORZ ORDER  -  THIRD
 PX0466
 PX0466.The horizontal coordinates were established by classical geodetic methods
 PX0466.and adjusted by the National Geodetic Survey in January 1997..
 PX0466
 PX0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0466
 PX0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0466
 PX0466.The geoid height was determined by GEOID03.
 PX0466
 PX0466;                    North         East     Units Scale Factor Converg.
 PX0466;SPC WYWC     -   492,917.770   515,659.363   MT  1.00002494   -0 45 16.9
 PX0466;UTM  12      - 4,976,129.822   593,230.417   MT  0.99970688   +0 50 04.3
 PX0466
 PX0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0466!SPC WYWC     -   0.99950829  x   1.00002494  =   0.99953322
 PX0466!UTM  12      -   0.99950829  x   0.99970688  =   0.99921532
 PX0466
 PX0466:                Primary Azimuth Mark                     Grid Az
 PX0466:SPC WYWC     -  COOKE                                    308 17 26.4
 PX0466:UTM  12      -  COOKE                                    306 42 05.2
 PX0466
 PX0466|---------------------------------------------------------------------|
 PX0466| PID    Reference Object                     Distance      Geod. Az  |
 PX0466|                                                           dddmmss.s |
 PX0466| PX0471 COOKE                               APPROX. 8.2 KM 3073209.5 |
 PX0466|---------------------------------------------------------------------|
 PX0466
 PX0466                          SUPERSEDED SURVEY CONTROL
 PX0466
 PX0466  NAD 83(1993)-  44 55 56.95797(N)    109 49 06.55400(W) AD(       ) 3
 PX0466  NAD 83(1986)-  44 55 56.95235(N)    109 49 06.54905(W) AD(       ) 3
 PX0466  NAD 27      -  44 55 57.15997(N)    109 49 03.89827(W) AD(       ) 3
 PX0466  NGVD 29 (07/19/86) 3144.0    (m)        10315.     (f) VERT ANG       
 PX0466
 PX0466.Superseded values are not recommended for survey control.
 PX0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0466.See file dsdata.txt to determine how the superseded data were derived.
 PX0466
 PX0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ9323076130(NAD 83)
 PX0466_MARKER: DD = SURVEY DISK
 PX0466_SETTING: 66 = SET IN ROCK OUTCROP
 PX0466_SP_SET: SET IN ROCK OUTCROP
 PX0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0466+STABILITY: POSITION/ELEVATION WELL
 PX0466
 PX0466  HISTORY     - Date     Condition        Report By
 PX0466  HISTORY     - 1953     MONUMENTED       USGS
 PX0466
 PX0466                          STATION DESCRIPTION
 PX0466
 PX0466'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0466'LOCATED ABOUT 10.0 MI. (AIRLINE) SE. OF COOKE, MONTANA, AND ABOUT
 PX0466'2.0 MI. (AIRLINE) S. OF THE CLARKS FORK OF THE YELLOWSTONE RIVER,
 PX0466'ON A POINTED TOP KNOWN LOCALLY AS JIM SMITH PEAK.
 PX0466'
 PX0466'TO REACH FROM COOKE, DRIVE EASTWARD ON U.S. 12 FOR ABOUT 12.6 MI.
 PX0466'TO FORKS, RIGHT 1.3 MI. TO L BAR T RANCH, TURN RIGHT ALONG RAIL
 PX0466'FENCE FOR 0.15 MI. TO FORK, LEFT 0.5 MI. TO SMALL CORRAL AND BLAZED
 PX0466'TRAIL TO RIGHT, THIS IS END OF TRUCK TRAVEL.  PACK WESTWARD ALONG
 PX0466'TRAIL, WHICH LEADS OVER RIMROCK, FOLLOWS RIDGE, AND ENDS AT STEEP
 PX0466'INCLINE, CONTINUE ALONG RIDGE TO HIGHEST POINT AND STATION SITE.
 PX0466'HORSES CAN BE TAKEN TO TOP.
 PX0466'
 PX0466'STATION MARK--STANDARD TABLET, STAMPED ---JIM SMITH 1953---, CEMENTED
 PX0466'IN ROCK.
 PX0466'
 PX0466'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0612 ***********************************************************************
 NQ0612  DESIGNATION -  JLCJM 1
 NQ0612  PID         -  NQ0612
 NQ0612  STATE/COUNTY-  WY/PLATTE
 NQ0612  USGS QUAD   -  JOHNSON MOUNTAIN (1992)
 NQ0612
 NQ0612                         *CURRENT SURVEY CONTROL
 NQ0612  ___________________________________________________________________
 NQ0612* NAD 83(1993)-  42 14 31.99031(N)    105 10 35.44650(W)     ADJUSTED  
 NQ0612* NAVD 88     -      1604.     (meters)    5262.     (feet)  VERTCON   
 NQ0612  ___________________________________________________________________
 NQ0612  LAPLACE CORR-         -12.39  (seconds)                    DEFLEC99
 NQ0612  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 NQ0612
 NQ0612  HORZ ORDER  -  THIRD
 NQ0612
 NQ0612.The horizontal coordinates were established by classical geodetic methods
 NQ0612.and adjusted by the National Geodetic Survey in January 1997..
 NQ0612
 NQ0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0612
 NQ0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0612
 NQ0612.The geoid height was determined by GEOID03.
 NQ0612
 NQ0612;                    North         East     Units Scale Factor Converg.
 NQ0612;SPC WY E     -   193,480.770   199,187.382   MT  0.99993751   -0 00 23.8
 NQ0612;UTM  13      - 4,676,685.232   485,437.187   MT  0.99960261   -0 07 07.2
 NQ0612
 NQ0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0612!SPC WY E     -   0.99975059  x   0.99993751  =   0.99968811
 NQ0612!UTM  13      -   0.99975059  x   0.99960261  =   0.99935330
 NQ0612
 NQ0612:                Primary Azimuth Mark                     Grid Az
 NQ0612:SPC WY E     -  JOHNSON                                  232 41 11.2
 NQ0612:UTM  13      -  JOHNSON                                  232 47 54.6
 NQ0612
 NQ0612|---------------------------------------------------------------------|
 NQ0612| PID    Reference Object                     Distance      Geod. Az  |
 NQ0612|                                                           dddmmss.s |
 NQ0612| NQ0611 JOHNSON                             APPROX. 2.1 KM 2324047.4 |
 NQ0612|---------------------------------------------------------------------|
 NQ0612
 NQ0612                          SUPERSEDED SURVEY CONTROL
 NQ0612
 NQ0612  NAD 83(1986)-  42 14 31.97065(N)    105 10 35.43882(W) AD(       ) 3
 NQ0612  NAD 27      -  42 14 32.07744(N)    105 10 33.51964(W) AD(       ) 3
 NQ0612  NGVD 29 (07/19/86) 1603.     (m)         5259.     (f) VERT ANG       
 NQ0612
 NQ0612.Superseded values are not recommended for survey control.
 NQ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0612.See file dsdata.txt to determine how the superseded data were derived.
 NQ0612
 NQ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG8543776685(NAD 83)
 NQ0612_MARKER: DD = SURVEY DISK
 NQ0612_SETTING: 0 = UNSPECIFIED SETTING
 NQ0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0612
 NQ0612  HISTORY     - Date     Condition        Report By
 NQ0612  HISTORY     - 1948     MONUMENTED       USGS
 NQ0612
 NQ0612                          STATION DESCRIPTION
 NQ0612
 NQ0612'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0612'LOCATED ABOUT 11 MI. W. OF DWYER STATION IN SEC. 7, T 26 N, R 69 W.
 NQ0612'
 NQ0612'TO REACH FROM DWYER, GO NW. AND W. 3.2 MI. TO INTERSECTION OF U.S.
 NQ0612'HIGHWAY NO. 87 AND RD. TO DWYER, TURN RIGHT AND GO NW. 1.55 MI. TO
 NQ0612'CROSSROADS, TURN LEFT AND GO W. 10.6 MI. TO T-RD. S., THENCE GO S.
 NQ0612'(LEFT) 3.15 MI. (PAST RANCH HOUSE, OVER DAM AND S. ON RD.) TO Y-RD.
 NQ0612'W., TURN LEFT AND GO E. 0.95 MI.  WALK S. 194 FT. TO STATION.
 NQ0612'
 NQ0612'STATION MARK--A STANDARD TABLET STAMPED ---JLCJM-1, 1948--- AND SET
 NQ0612'IN A STANDARD CONCRETE MONUMENT PROJECTING 5 IN. ABOVE GROUND.
 NQ0612'
 NQ0612'REFERENCE MARKS--(1) A CHISELED ARROW WITH CROSS IN CENTER AND IS
 NQ0612'17.45 FT. SSW. OF STATION, N 38 DEG E.
 NQ0612'(2) A CHISELED ARROW WITH CROSS IN CENTER AND IS 19.30 FT.
 NQ0612'E. OF STATION, N 84 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1034 ***********************************************************************
 MO1034  DESIGNATION -  JOE
 MO1034  PID         -  MO1034
 MO1034  STATE/COUNTY-  WY/LARAMIE
 MO1034  USGS QUAD   -  PINE BLUFFS SE (1991)
 MO1034
 MO1034                         *CURRENT SURVEY CONTROL
 MO1034  ___________________________________________________________________
 MO1034* NAD 83(1993)-  41 04 39.77655(N)    104 04 38.22962(W)     ADJUSTED  
 MO1034* NAVD 88     -      1649.     (meters)    5410.     (feet)  SCALED    
 MO1034  ___________________________________________________________________
 MO1034  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 MO1034  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 MO1034
 MO1034  HORZ ORDER  -  SECOND
 MO1034
 MO1034.The horizontal coordinates were established by classical geodetic methods
 MO1034.and adjusted by the National Geodetic Survey in January 1997..
 MO1034
 MO1034.The orthometric height was scaled from a topographic map.
 MO1034
 MO1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1034
 MO1034.The geoid height was determined by GEOID03.
 MO1034
 MO1034;                    North         East     Units Scale Factor Converg.
 MO1034;SPC WY E     -    64,723.092   291,542.545   MT  1.00004060   +0 42 57.1
 MO1034;SPC NE       -   146,234.174   157,594.459   MT  0.99968634   -2 42 07.2
 MO1034;SPC CO N     -   499,452.689 1,033,963.594   MT  1.00006105   +0 55 09.3
 MO1034;SPC CO N     - 1,638,621.03  3,392,262.22   sFT  1.00006105   +0 55 09.3
 MO1034;UTM  13      - 4,547,794.427   577,510.902   MT  0.99967394   +0 36 22.8
 MO1034
 MO1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1034!SPC WY E     -   0.99974429  x   1.00004060  =   0.99978488
 MO1034!SPC NE       -   0.99974429  x   0.99968634  =   0.99943071
 MO1034!SPC CO N     -   0.99974429  x   1.00006105  =   0.99980533
 MO1034!UTM  13      -   0.99974429  x   0.99967394  =   0.99941832
 MO1034
 MO1034:                Primary Azimuth Mark                     Grid Az
 MO1034:SPC WY E     -  PINE BLUFFS RURAL ELEC RADIO             359 22 40.4
 MO1034:SPC NE       -  PINE BLUFFS RURAL ELEC RADIO             002 47 44.7
 MO1034:SPC CO N     -  PINE BLUFFS RURAL ELEC RADIO             359 10 28.2
 MO1034:UTM  13      -  PINE BLUFFS RURAL ELEC RADIO             359 29 14.7
 MO1034
 MO1034|---------------------------------------------------------------------|
 MO1034| PID    Reference Object                     Distance      Geod. Az  |
 MO1034|                                                           dddmmss.s |
 MO1034| MO1026 PINE BLUFFS RURAL ELEC RADIO        APPROX. 8.8 KM 0000537.5 |
 MO1034| CP9725 JOE AZ MK                                          0743417.1 |
 MO1034| CP9726 JOE RM 1                             24.051 METERS 12500     |
 MO1034| CP9727 JOE RM 2                             18.840 METERS 22356     |
 MO1034|---------------------------------------------------------------------|
 MO1034
 MO1034                          SUPERSEDED SURVEY CONTROL
 MO1034
 MO1034  NAD 83(1993)-  41 04 39.76977(N)    104 04 38.22654(W) AD(       ) 2
 MO1034  NAD 83(1986)-  41 04 39.76929(N)    104 04 38.22674(W) AD(       ) 2
 MO1034  NAD 27      -  41 04 39.82980(N)    104 04 36.40290(W) AD(       ) 2
 MO1034
 MO1034.Superseded values are not recommended for survey control.
 MO1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1034.See file dsdata.txt to determine how the superseded data were derived.
 MO1034
 MO1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7751147794(NAD 83)
 MO1034_MARKER: DS = TRIANGULATION STATION DISK
 MO1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1034
 MO1034  HISTORY     - Date     Condition        Report By
 MO1034  HISTORY     - 1960     MONUMENTED       CGS
 MO1034  HISTORY     - 1963     GOOD             CGS
 MO1034
 MO1034                          STATION DESCRIPTION
 MO1034
 MO1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1034'THE STATION IS LOCATED, AIRLINE, ABOUT 7-1/4 MILES SOUTH OF
 MO1034'PINE BLUFFS, ON THE HIGHEST POINT IN THE VICINITY, IN PASTURE
 MO1034'LAND.  IT IS IN THE SW 1/4 OF SEC. 22, T. 13 N., R. 60 W., ON
 MO1034'LAND OWNED BY MR. JOE SCHACHER.
 MO1034'
 MO1034'TO REACH THE STATION FROM THE CAUTION LIGHT ON U.S. HIGHWAY 30
 MO1034'IN PINE BLUFFS, GO EAST ON U.S. HIGHWAY 30 FOR 0.35 MILE.  TURN
 MO1034'RIGHT OFF THE HIGHWAY AT THE CROSS-ROAD AND GO SOUTH FOR 7.3
 MO1034'MILES TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE.  CONTINUE
 MO1034'SOUTH ON THE ROAD FOR 0.35 MILE TO THE HOME OF MR. JOE SCHACHER
 MO1034'ON THE RIGHT.  TURN RIGHT INTO THE YARD, PASS THROUGH A GATE
 MO1034'AT THE NORTHWEST CORNER OF THE GARAGE, THROUGH THE CORRAL,
 MO1034'PASSING TO THE NORTH OF THE BARN, THEN GO NORTH ON A TRACK
 MO1034'ROAD ACROSS A PASTURE FOR 0.25 MILE TO A GATE IN A LANE.
 MO1034'PASS THROUGH THE GATE AND GO WEST FOR 0.55 MILE TO THE END OF
 MO1034'THE LANE.  JOG LEFT AND GO 0.15 MILE TO A FENCE CORNER
 MO1034'AND THE STATION.
 MO1034'
 MO1034'THE STATION IS A STANDARD DISK STAMPED JOE 1960 SET IN TOP
 MO1034'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 MO1034'1 INCH ABOVE THE GROUND.  IT IS 63 FEET NORTHEAST OF A FENCE
 MO1034'CORNER AND 49 FEET NORTH OF AN EAST-WEST FENCE LINE.
 MO1034'
 MO1034'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JOE NO
 MO1034'1 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MO1034'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 MO1034'ELEVATION AS THE STATION.  IT IS 6 INCHES NORTH OF AN EAST-WEST
 MO1034'FENCE LINE.
 MO1034'
 MO1034'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JOE NO
 MO1034'2 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MO1034'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 MO1034'ELEVATION AS THE STATION.  IT IS 2 FEET NORTHEAST OF A FENCE
 MO1034'CORNER.
 MO1034'
 MO1034'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOE 1960 SET IN
 MO1034'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 MO1034'6 INCHES ABOVE THE GROUND.  IT IS 35 FEET EAST OF THE CENTER
 MO1034'OF A PAVED ROAD AND 1 FOOT WEST OF A TELEPHONE POLE.
 MO1034'
 MO1034'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 MO1034
 MO1034                          STATION RECOVERY (1963)
 MO1034
 MO1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1034'ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD
 MO1034'CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL THE MARKS WERE
 MO1034'VERIFIED.
 MO1034'
 MO1034'FOLLOWING IS A NEW TO REACH THE STATION--
 MO1034'
 MO1034'TO REACH THE STATION FROM THE POST OFFICE IN PINE BLUFFS, GO
 MO1034'EAST ON E. 4TH ST. FOR 0.25 MILE TO BEACH STREET.  TURN RIGHT
 MO1034'AND GO SOUTH ON BEACH STREET AND SURFACED ROAD FOR 6.35 MILE
 MO1034'TO A CROSSROAD.  *TURN RIGHT AND GO WEST ON A GRAVEL ROAD
 MO1034'FOR 0.65 MILE TO A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 MO1034'THE GATE AND GO SOUTHERLY ON A TRACK ROAD FOR 0.25 MILE TO
 MO1034'A CORNER FENCE POST ON THE LEFT.  CONTINUE SOUTH ON THE TRACK
 MO1034'ROAD ALONG THE WEST SIDE OF A FENCE FOR 0.25 MILE TO A TRACK
 MO1034'ROAD ON THE LEFT IN A LANE.  CONTINUE SOUTH ACROSS PASTURE
 MO1034'FOR 0.05 MILE TO A FENCE CORNER.  TURN RIGHT AND GO WEST
 MO1034'ACROSS PASTURE FOR 0.05 MILE TO A FENCE CORNER ON THE LEFT
 MO1034'AND THE STATION ON THE RIGHT.
 MO1034'
 MO1034'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD MENTIONED ABOVE,
 MO1034'CONTINUE SOUTH ON THE SURFACED ROAD FOR 0.35 MILE TO THE AZIMUTH
 MO1034'MARK ON THE LEFT.
 MO1034'
 MO1034'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 MO1034'
 MO1034'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0601 ***********************************************************************
 NQ0601  DESIGNATION -  JOE
 NQ0601  PID         -  NQ0601
 NQ0601  STATE/COUNTY-  WY/PLATTE
 NQ0601  USGS QUAD   -  COLEMAN BUTTE (1981)
 NQ0601
 NQ0601                         *CURRENT SURVEY CONTROL
 NQ0601  ___________________________________________________________________
 NQ0601* NAD 83(1993)-  42 16 46.08722(N)    105 06 53.25359(W)     ADJUSTED  
 NQ0601* NAVD 88     -      1584.5    (meters)    5198.     (feet)  VERTCON   
 NQ0601  ___________________________________________________________________
 NQ0601  LAPLACE CORR-         -10.55  (seconds)                    DEFLEC99
 NQ0601  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 NQ0601
 NQ0601  HORZ ORDER  -  THIRD
 NQ0601
 NQ0601.The horizontal coordinates were established by classical geodetic methods
 NQ0601.and adjusted by the National Geodetic Survey in January 1997..
 NQ0601
 NQ0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0601
 NQ0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0601
 NQ0601.The geoid height was determined by GEOID03.
 NQ0601
 NQ0601;                    North         East     Units Scale Factor Converg.
 NQ0601;SPC WY E     -   197,619.341   204,278.677   MT  0.99993773   +0 02 05.6
 NQ0601;UTM  13      - 4,680,812.448   490,534.855   MT  0.99960110   -0 04 38.0
 NQ0601
 NQ0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0601!SPC WY E     -   0.99975366  x   0.99993773  =   0.99969141
 NQ0601!UTM  13      -   0.99975366  x   0.99960110  =   0.99935486
 NQ0601
 NQ0601:                Primary Azimuth Mark                     Grid Az
 NQ0601:SPC WY E     -  CALL                                     125 05 50.9
 NQ0601:UTM  13      -  CALL                                     125 12 34.5
 NQ0601
 NQ0601|---------------------------------------------------------------------|
 NQ0601| PID    Reference Object                     Distance      Geod. Az  |
 NQ0601|                                                           dddmmss.s |
 NQ0601| NQ0606 CALL                                APPROX. 7.1 KM 1250756.5 |
 NQ0601|---------------------------------------------------------------------|
 NQ0601
 NQ0601                          SUPERSEDED SURVEY CONTROL
 NQ0601
 NQ0601  NAD 83(1986)-  42 16 46.06717(N)    105 06 53.24564(W) AD(       ) 3
 NQ0601  NAD 27      -  42 16 46.17548(N)    105 06 51.33669(W) AD(       ) 3
 NQ0601  NGVD 29 (07/19/86) 1583.7    (m)         5196.     (f) VERT ANG       
 NQ0601
 NQ0601.Superseded values are not recommended for survey control.
 NQ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0601.See file dsdata.txt to determine how the superseded data were derived.
 NQ0601
 NQ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9053580812(NAD 83)
 NQ0601_MARKER: DD = SURVEY DISK
 NQ0601_SETTING: 0 = UNSPECIFIED SETTING
 NQ0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0601
 NQ0601  HISTORY     - Date     Condition        Report By
 NQ0601  HISTORY     - 1948     MONUMENTED       USGS
 NQ0601
 NQ0601                          STATION DESCRIPTION
 NQ0601
 NQ0601'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0601'STATION IS LOCATED 10 MI. WNW. OF DWYER, WYOMING.
 NQ0601'
 NQ0601'TO REACH STATION FROM POST OFFICE IN GLENDO, GO S. ON U.S. HIGHWAY 87
 NQ0601'FOR 19.8 MI., TURN RIGHT ON COUNTY RD. AND GO W. 4.4 MI., TURN RIGHT
 NQ0601'ON RANCH RD. AND GO N. 0.3 MI. TO RD. FORK, TAKE RIGHT FORK (N.) AND
 NQ0601'GO 1.1 MI. TO RD. FORK, TAKE RIGHT FORK (E.) AND GO 0.9 MI. TO
 NQ0601'STATION, WHICH IS 800 FT. E. OF GROUP OF CEDAR TREES.
 NQ0601'
 NQ0601'STATION MARK--STANDARD TABLET STAMPED ---JOE 1947--- AND SET IN TOP
 NQ0601'OF A CONCRETE MONUMENT.
 NQ0601'
 NQ0601'REFERENCE MARK NO. 1--A 1 IN. IRON PIPE LOCATED 32.72 FT. NE. OF
 NQ0601'STATION, S 38 DEG W.
 NQ0601'
 NQ0601'REFERENCE MARK NO. 2--A 1 IN. IRON PIPE LOCATED 34.93 FT. SE. OF
 NQ0601'STATION, N 50 DEG 50 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0611 ***********************************************************************
 NQ0611  DESIGNATION -  JOHNSON
 NQ0611  PID         -  NQ0611
 NQ0611  STATE/COUNTY-  WY/PLATTE
 NQ0611  USGS QUAD   -  JOHNSON MOUNTAIN (1992)
 NQ0611
 NQ0611                         *CURRENT SURVEY CONTROL
 NQ0611  ___________________________________________________________________
 NQ0611* NAD 83(1993)-  42 13 50.49084(N)    105 11 48.68259(W)     ADJUSTED  
 NQ0611* NAVD 88     -      1805.5    (meters)    5924.     (feet)  VERTCON   
 NQ0611  ___________________________________________________________________
 NQ0611  LAPLACE CORR-         -13.11  (seconds)                    DEFLEC99
 NQ0611  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 NQ0611
 NQ0611  HORZ ORDER  -  THIRD
 NQ0611
 NQ0611.The horizontal coordinates were established by classical geodetic methods
 NQ0611.and adjusted by the National Geodetic Survey in January 1997..
 NQ0611
 NQ0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0611
 NQ0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0611
 NQ0611.The geoid height was determined by GEOID03.
 NQ0611
 NQ0611;                    North         East     Units Scale Factor Converg.
 NQ0611;SPC WY E     -   192,200.780   197,507.978   MT  0.99993758   -0 01 13.0
 NQ0611;UTM  13      - 4,675,408.955   483,755.846   MT  0.99960325   -0 07 56.3
 NQ0611
 NQ0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0611!SPC WY E     -   0.99971895  x   0.99993758  =   0.99965655
 NQ0611!UTM  13      -   0.99971895  x   0.99960325  =   0.99932231
 NQ0611
 NQ0611:                Primary Azimuth Mark                     Grid Az
 NQ0611:SPC WY E     -  CALL                                     083 52 44.3
 NQ0611:UTM  13      -  CALL                                     083 59 27.6
 NQ0611
 NQ0611|---------------------------------------------------------------------|
 NQ0611| PID    Reference Object                     Distance      Geod. Az  |
 NQ0611|                                                           dddmmss.s |
 NQ0611| NQ0606 CALL                                APPROX.12.6 KM 0835131.3 |
 NQ0611|---------------------------------------------------------------------|
 NQ0611
 NQ0611                          SUPERSEDED SURVEY CONTROL
 NQ0611
 NQ0611  NAD 83(1986)-  42 13 50.47157(N)    105 11 48.67456(W) AD(       ) 3
 NQ0611  NAD 27      -  42 13 50.58070(N)    105 11 46.74778(W) AD(       ) 3
 NQ0611  NGVD 29 (07/19/86) 1804.7    (m)         5921.     (f) VERT ANG       
 NQ0611
 NQ0611.Superseded values are not recommended for survey control.
 NQ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0611.See file dsdata.txt to determine how the superseded data were derived.
 NQ0611
 NQ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG8375675409(NAD 83)
 NQ0611_MARKER: DD = SURVEY DISK
 NQ0611_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0611_SP_SET: SET IN ROCK OUTCROP
 NQ0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0611+STABILITY: POSITION/ELEVATION WELL
 NQ0611
 NQ0611  HISTORY     - Date     Condition        Report By
 NQ0611  HISTORY     - 1947     MONUMENTED       USGS
 NQ0611
 NQ0611                          STATION DESCRIPTION
 NQ0611
 NQ0611'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0611'STATION LOCATED ABOUT 20 MI. NW. OF WHEATLAND, WYOMING, IN SEC. 14,
 NQ0611'T 26 N, R 70 W, ON A HIGH ROCKY POINT, ABOUT 0.5 MI. SE. OF THE
 NQ0611'HIGHEST POINT ON JOHNSON MOUNTAIN.
 NQ0611'
 NQ0611'TO REACH FROM WHEATLAND POST OFFICE, GO N. ON U.S. HIGHWAY 87 FOR
 NQ0611'16.6 MI. (20.2 MI. S. OF GLENDO) TO A CROSSROADS, TURN W. ALONG GRADED
 NQ0611'RD. FOR 9.2 MI. AND TURN S. CROSSING OVER A CATTLEGUARD, AND FOLLOW
 NQ0611'RANCH RD. S. FOR 1.4 MI. TO LARGE RANCH HOUSE, PASS THROUGH GATE AND
 NQ0611'CONTINUE S. ON RD. OVER EARTH DAM FOR 0.3 MI., TURN E. AND FOLLOW RD.
 NQ0611'AROUND BASE OF MOUNTAIN FOR 2.6 MI., TO A CABIN UP A DRAW, CABIN AT
 NQ0611'END OF TRUCK TRAVEL.  STATION IS ON ROCK POINT SW. OF CABIN, ABOUT
 NQ0611'A 20 MINUTE CLIMB.
 NQ0611'
 NQ0611'STATION MARK--STANDARD TABLET, STAMPED ---JOHNSON 1947---, SET IN
 NQ0611'TOP OF ROCK OUTCROP.
 NQ0611'
 NQ0611'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---JOHNSON REF NO. 1
 NQ0611'1947---, SET IN ROCK 24.3 FT. S. OF STATION, N 31 DEG 30 MIN W.
 NQ0611'
 NQ0611'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---JOHNSON REF NO. 2
 NQ0611'1947---, SET IN ROCK 15.  FT. W. OF STATION, N 49 DEG 13 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0532 ***********************************************************************
 NR0532  DESIGNATION -  JOHNSON
 NR0532  PID         -  NR0532
 NR0532  STATE/COUNTY-  WY/NATRONA
 NR0532  USGS QUAD   -  EMIGRANT GAP (1978)
 NR0532
 NR0532                         *CURRENT SURVEY CONTROL
 NR0532  ___________________________________________________________________
 NR0532* NAD 83(1993)-  42 48 40.31749(N)    106 31 20.73345(W)     ADJUSTED  
 NR0532* NAVD 88     -      1839.3    (meters)    6034.     (feet)  VERTCON   
 NR0532  ___________________________________________________________________
 NR0532  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 NR0532  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 NR0532
 NR0532  HORZ ORDER  -  THIRD
 NR0532
 NR0532.The horizontal coordinates were established by classical geodetic methods
 NR0532.and adjusted by the National Geodetic Survey in January 1997..
 NR0532
 NR0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0532
 NR0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0532
 NR0532.The geoid height was determined by GEOID03.
 NR0532
 NR0532;                    North         East     Units Scale Factor Converg.
 NR0532;SPC WYEC     -   357,000.001   466,320.290   MT  0.99999159   +0 33 04.0
 NR0532;UTM  13      - 4,740,973.100   375,529.166   MT  0.99979060   -1 02 05.1
 NR0532
 NR0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0532!SPC WYEC     -   0.99971367  x   0.99999159  =   0.99970526
 NR0532!UTM  13      -   0.99971367  x   0.99979060  =   0.99950433
 NR0532
 NR0532:                Primary Azimuth Mark                     Grid Az
 NR0532:SPC WYEC     -  RED BUTTE                                196 56 10.4
 NR0532:UTM  13      -  RED BUTTE                                198 31 19.5
 NR0532
 NR0532|---------------------------------------------------------------------|
 NR0532| PID    Reference Object                     Distance      Geod. Az  |
 NR0532|                                                           dddmmss.s |
 NR0532| NR0538 RED BUTTE                           APPROX. 8.5 KM 1972914.4 |
 NR0532|---------------------------------------------------------------------|
 NR0532
 NR0532                          SUPERSEDED SURVEY CONTROL
 NR0532
 NR0532  NAD 83(1986)-  42 48 40.30304(N)    106 31 20.71274(W) AD(       ) 3
 NR0532  NGVD 29 (09/08/93) 1838.4    (m)         6031.     (f) VERT ANG       
 NR0532
 NR0532.Superseded values are not recommended for survey control.
 NR0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0532.See file dsdata.txt to determine how the superseded data were derived.
 NR0532
 NR0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH7552940973(NAD 83)
 NR0532_MARKER: DS = TRIANGULATION STATION DISK
 NR0532_SETTING: 0 = UNSPECIFIED SETTING
 NR0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0532
 NR0532  HISTORY     - Date     Condition        Report By
 NR0532  HISTORY     - 1948     MONUMENTED       USGS
 NR0532
 NR0532                          STATION DESCRIPTION
 NR0532
 NR0532'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0532'LOCATED NW. OF N. PLATTE RIVER, 7 MI. W. AND 2.0 MI. S. OF CASPER,
 NR0532'ON THE HIGHEST OF SEVERAL SPARSLEY WOODED HILLS, NEAR THE NW.
 NR0532'CORNER OF SE. 1/4 SECTION 23, T 33 N, R 81 W.
 NR0532'
 NR0532'TO REACH FROM CASPER POST OFFICE, GO W. ON U.S. HIGHWAY 20 FOR 3.5 MI.
 NR0532'TO JUNCTION WITH POISON SPIDER RD., TURN LEFT AND GO SW. FOLLOWING THE
 NR0532'POISON SPIDER RD. FOR 9.1 MI. TO WHERE GRADED RD. TAKES OFF TO RIGHT
 NR0532'(A STEEL TOWER, EMMIGRANT TRIANGULATION STATION, IS 1000 FT. N. OF
 NR0532'THIS JUNCTION), TURN LEFT, THROUGH WIRE GATE IN FENCE, ONTO FIELD RD.
 NR0532'AND GO S. AND SW. FOR 0.8 MI. TO CROSSROADS, CONTINUE STRAIGHT AHEAD
 NR0532'0.2 MI. TO FAINT FORK, TAKE RIGHT FORK AND GO 0.2 MI. S. TO CORRAL,
 NR0532'PASS TO RIGHT OF CORRAL AND CONTINUE S. 0.6 MI. TO DIM FORKS, TAKE
 NR0532'LEFT FORK AND GO E. 0.2 MI. TO FORKS, TAKE LEFT FORK AND CONTINUE E.
 NR0532'ALONG RIDGE TOP 0.5 MI. TO FORK, TAKE RIGHT FORK AND GO S. 0.7 MI.
 NR0532'THROUGH SADDLE TO FORK, TAKE LEFT FORK AND GO E. 0.25 MI., LEAVE
 NR0532'WHEEL TRACKS AND GO RIGHT (S.) UP HILL 0.05 MI. TO TOP OF HILL AND
 NR0532'STATION.
 NR0532'
 NR0532'STATION MARK--STANDARD TABLET STAMPED---JOHNSON 1947---, AND SET IN
 NR0532'ROCK OUTCROP, 3 FT. NW. OF A 15 IN. PONDEROSA PINE TREE, 55 FT. W.
 NR0532'AND 4.5 FT. LOWER THAN HIGHEST POINT OF HILL.  STAMPED---6029---.
 NR0532'
 NR0532'REFERENCE MARKS--CHISELED CROSSES WITH ARROWS IN ROCK OUTCROP.  NO. 1,
 NR0532'30.66 FT. NW. OF STATION MARK N 19 DEGREES 37 MINUTES, SE.
 NR0532'NO. 2, 15.32 FT. NE. OF STATION MARK N 68 DEGREES
 NR0532'54 MINUTES, SW.  NO. 3, 52.71 FT. E. OF STATION
 NR0532'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0864 ***********************************************************************
 OX0864  CBN         -  This is a Cooperative Base Network Control Station.
 OX0864  DESIGNATION -  JOHNSON
 OX0864  PID         -  OX0864
 OX0864  STATE/COUNTY-  WY/TETON
 OX0864  USGS QUAD   -  RAMMEL MOUNTAIN (1968)
 OX0864
 OX0864                         *CURRENT SURVEY CONTROL
 OX0864  ___________________________________________________________________
 OX0864* NAD 83(1993)-  43 53 23.15690(N)    110 56 58.31431(W)     ADJUSTED  
 OX0864* NAVD 88     -      2528.5    (meters)    8296.     (feet)  GPS OBS   
 OX0864  ___________________________________________________________________
 OX0864  X           -  -1,646,780.122 (meters)                     COMP
 OX0864  Y           -  -4,301,329.521 (meters)                     COMP
 OX0864  Z           -   4,401,019.564 (meters)                     COMP
 OX0864  LAPLACE CORR-          15.33  (seconds)                    DEFLEC99
 OX0864  ELLIP HEIGHT-        2519.62  (meters)          (09/07/01) GPS OBS
 OX0864  GEOID HEIGHT-          -8.98  (meters)                     GEOID03
 OX0864
 OX0864  HORZ ORDER  -  B
 OX0864  ELLP ORDER  -  FOURTH    CLASS I
 OX0864
 OX0864.The horizontal coordinates were established by GPS observations
 OX0864.and adjusted by the National Geodetic Survey in May 1992..
 OX0864
 OX0864.The orthometric height was determined by GPS observations and a
 OX0864.high-resolution geoid model.
 OX0864
 OX0864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OX0864
 OX0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0864
 OX0864.The ellipsoidal height was determined by GPS observations
 OX0864.and is referenced to NAD 83.
 OX0864
 OX0864.The geoid height was determined by GEOID03.
 OX0864
 OX0864;                    North         East     Units Scale Factor Converg.
 OX0864;SPC WY W     -   476,866.579   730,401.264   MT  0.99999706   -0 36 01.9
 OX0864;UTM  12      - 4,859,630.728   504,053.731   MT  0.99960020   +0 02 06.0
 OX0864
 OX0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0864!SPC WY W     -   0.99960506  x   0.99999706  =   0.99960212
 OX0864!UTM  12      -   0.99960506  x   0.99960020  =   0.99920542
 OX0864
 OX0864                          SUPERSEDED SURVEY CONTROL
 OX0864
 OX0864  ELLIP H (05/15/92) 2519.70   (m)                       GP(       ) 4 2
 OX0864  NAD 83(1993)-  43 53 23.14706(N)    110 56 58.29849(W) AD(       ) 1
 OX0864  NGVD 29 (04/22/91) 2527.4    (m)         8292.     (f) GPS OBS        
 OX0864
 OX0864.Superseded values are not recommended for survey control.
 OX0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0864.See file dsdata.txt to determine how the superseded data were derived.
 OX0864
 OX0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP0405459631(NAD 83)
 OX0864_MARKER: DH = HORIZONTAL CONTROL DISK
 OX0864_SETTING: 66 = SET IN ROCK OUTCROP
 OX0864_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OX0864_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0864+STABILITY: POSITION/ELEVATION WELL
 OX0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0864+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OX0864
 OX0864  HISTORY     - Date     Condition        Report By
 OX0864  HISTORY     - 1987     MONUMENTED       NGS
 OX0864
 OX0864                          STATION DESCRIPTION
 OX0864
 OX0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 OX0864'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI)
 OX0864'SOUTHEAST OF LAMONT AND
 OX0864'20.9 KM (13 MI) NORTHEAST OF TETONIA ID.
 OX0864'OWNERSHIP--U.S. FOREST SERVICE.
 OX0864'
 OX0864'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE
 OX0864'HIGHWAY 47 IN ASHTON ID, GO EAST FOR 1.6 KM (1.0 MI) ON HIGHWAY 47
 OX0864'TO A ROAD RIGHT.
 OX0864'TURN RIGHT AND GO SOUTH FOR 39.1 KM (24.3 MI) ON STATE HIGHWAY 32
 OX0864'TO A GRAVEL ROAD LEFT AND SIGN, JACKPINE PINOCHLE LOOP 266, JUST
 OX0864'PAST HIGHWAY MILEPOST 5.
 OX0864'TURN LEFT AND GO EAST FOR 2.1 KM (1.3 MI) ON THE GRAVEL ROAD TO A
 OX0864'T-JUNCTION, JUST PAST THE RAILROAD TRACKS.  TURN RIGHT AND GO SOUTH
 OX0864'FOR 0.2 KM (0.1 MI) TO A SIDE ROAD LEFT AND SIGN, PINOCHLE ROAD.
 OX0864'TURN LEFT AND GO EAST FOR 0.8 KM (0.5 MI) TO A FORK.  FOLLOW THE
 OX0864'LEFT FORK AND GO EAST FOR 15.0 KM (9.3 MI) TO A SIDE ROAD RIGHT AND
 OX0864'SIGN, SOUTH JACKPINE RD-254.
 OX0864'TURN RIGHT AND GO SOUTH FOR 1.3 KM (0.8 MI) ON THE GRAVEL ROAD TO A
 OX0864'FORK AND SIGN, BADGER ACCESS RD 20254.2.  FOLLOW THE LEFT FORK AND
 OX0864'GO 3.2 KM (2.0 MI) TO A FORK AND SIGN, RAMMEL MTN
 OX0864'CUTOFF INDIAN MDWS TRAILHEAD 0.7.  FOLLOW THE LEFT FORK AND GO
 OX0864'NORTHEAST FOR 1.1 KM (0.7 MI) TO A FORK AND SIGN, S. FK BADGER CR.
 OX0864'TR.  CONTINUE STRAIGHT AHEAD AND GO EAST, UPHILL, FOR 0.8 KM (0.5
 OX0864'MI) ON THE TRACK ROAD TO THE STATION, IN AN OPEN MEADOW ON THE
 OX0864'RIGHT.
 OX0864'
 OX0864'THE STATION IS A STANDARD NGS DISK STAMPED---JOHNSON 1987---, SET
 OX0864'INTO A DRILL HOLE IN ROCK OUTCROP OF 1.2 METERS LARGEST DIMENSION
 OX0864'PROJECTING 30 CM ABOVE GROUND.
 OX0864'LOCATED 22.25 METERS (73.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 OX0864'CENTER OF TRACK ROAD AND 14.94 METERS (49.0 FT) SOUTHWEST FROM
 OX0864'A LONE PINE TREE (BT1 PAINTED IN BLUE ON ITS TRUNK).
 OX0864'
 OX0864'NO REFERENCE MARKS WERE SET AT THIS TIME.
 OX0864'
 OX0864'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 OX0864'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 OX0864'
 OX0864'THIS STATION SUITABLE FOR GPS SURVEYS.
 OX0864'
 OX0864'DESCRIBED BY G.M. RIVERS III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0251 ***********************************************************************
 OW0251  DESIGNATION -  JOKER
 OW0251  PID         -  OW0251
 OW0251  STATE/COUNTY-  WY/FREMONT
 OW0251  USGS QUAD   -  BIRDSEYE PASS (1951)
 OW0251
 OW0251                         *CURRENT SURVEY CONTROL
 OW0251  ___________________________________________________________________
 OW0251* NAD 83(1993)-  43 26 32.37825(N)    108 00 19.70703(W)     ADJUSTED  
 OW0251* NAVD 88     -      2413.     (meters)    7917.     (feet)  SCALED    
 OW0251  ___________________________________________________________________
 OW0251  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 OW0251  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 OW0251
 OW0251  HORZ ORDER  -  THIRD
 OW0251
 OW0251.The horizontal coordinates were established by classical geodetic methods
 OW0251.and adjusted by the National Geodetic Survey in January 1997..
 OW0251
 OW0251.The orthometric height was scaled from a topographic map.
 OW0251
 OW0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0251
 OW0251.The geoid height was determined by GEOID03.
 OW0251
 OW0251;                    North         East     Units Scale Factor Converg.
 OW0251;SPC WYWC     -   327,061.228   660,268.388   MT  0.99998216   +0 30 43.1
 OW0251;UTM  12      - 4,814,292.844   742,326.891   MT  1.00032239   +2 03 36.4
 OW0251;UTM  13      - 4,814,324.773   256,787.087   MT  1.00032768   -2 04 03.5
 OW0251
 OW0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0251!SPC WYWC     -   0.99962378  x   0.99998216  =   0.99960595
 OW0251!UTM  12      -   0.99962378  x   1.00032239  =   0.99994605
 OW0251!UTM  13      -   0.99962378  x   1.00032768  =   0.99995134
 OW0251
 OW0251:                Primary Azimuth Mark                     Grid Az
 OW0251:SPC WYWC     -  COPPER AZ MK                             064 06 04.5
 OW0251:UTM  12      -  COPPER AZ MK                             062 33 11.2
 OW0251:UTM  13      -  COPPER AZ MK                             066 40 51.1
 OW0251
 OW0251|---------------------------------------------------------------------|
 OW0251| PID    Reference Object                     Distance      Geod. Az  |
 OW0251|                                                           dddmmss.s |
 OW0251| OV0410 COPPER AZ MK                        APPROX. 2.5 KM 0643647.6 |
 OW0251| CP5602 JOKER RM 1                           14.390 METERS 28614     |
 OW0251| CP5603 JOKER RM 2                           17.519 METERS 33629     |
 OW0251|---------------------------------------------------------------------|
 OW0251
 OW0251                          SUPERSEDED SURVEY CONTROL
 OW0251
 OW0251  NAD 83(1986)-  43 26 32.36325(N)    108 00 19.71104(W) AD(       ) 3
 OW0251  NAD 27      -  43 26 32.50700(N)    108 00 17.37400(W) AD(       ) 3
 OW0251
 OW0251.Superseded values are not recommended for survey control.
 OW0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0251.See file dsdata.txt to determine how the superseded data were derived.
 OW0251
 OW0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP4232714293(NAD 83)
 OW0251_MARKER: DS = TRIANGULATION STATION DISK
 OW0251_SETTING: 66 = SET IN ROCK OUTCROP
 OW0251
 OW0251  HISTORY     - Date     Condition        Report By
 OW0251  HISTORY     - 1936     MONUMENTED       CGS
 OW0251
 OW0251                          STATION DESCRIPTION
 OW0251
 OW0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0251'ABOUT 16-1/4 MILES SOUTHEAST OF EAST OF THERMOPOLIS, ABOUT
 OW0251'8 MILES EAST OF WIND RIVER CANYON, ON SUMMIT OF CROSS RIDGE
 OW0251'JUTTING WEST FROM MAIN NORTH-SOUTH RIDGE ALONG EAST SIDE
 OW0251'OF JONES CREEK BASIN, ABOUT 1 MILE WEST ALONG DRIFT FENCE
 OW0251'FROM SUMMIT OF NORTH-SOUTH RIDGE, ABOUT 1 MILE SOUTH OF
 OW0251'JONES CREEK COW CAMP, 3/8 MILE WEST ALONG FENCE FROM POINT
 OW0251'WHERE FENCE MAKES DECIDED V, 1/4 MILE EAST OF HIGHER ROCKY
 OW0251'SUMMIT WHICH LIES DIRECTLY EAST OF JONES CREEK PASS, ON SECOND
 OW0251'PROMINENT SUMMIT WEST OF MAIN NORTH-SOUTH RIDGE, ON HIGH
 OW0251'POINT OF LOCAL SUMMIT, AND 35 FEET SOUTH OF DRIFT FENCE.  TO
 OW0251'REACH FROM THERMOPOLIS, FOLLOW U.S. HIGHWAY 20 SOUTH 4.1
 OW0251'MILES FROM MAIN STREET, OR 0.1 MILE BEYOND LARGE STEEL
 OW0251'BRIDGE.  BEAR LEFT (EAST) ON GRADED DIRT ROAD AND GO 6.8
 OW0251'MILES.  TURN RIGHT AROUND FENCE CORNER, OFF GRADED ROAD,
 OW0251'JUST AFTER PASSING CATTLE GUARD, AND GO SOUTH TOWARDS RANCH
 OW0251'HOUSE 100 YARDS.  TAKE RIGHT FORK THROUGH FENCE, CROSS BUFFALO
 OW0251'CREEK, AND FOLLOW TRACK ROAD UP SLOPE 3.7 MILES.  KEEP
 OW0251'TO LEFT FORK INTO JONES CREEK VALLEY, CONTINUE SOUTH UP
 OW0251'JONES CREEK 3.4 MILES TO TWO-STORY HOUSE ON LEFT.  GO
 OW0251'SOUTH ON DIM ROAD 0.7 MILE TO CROSSROADS AT EAST SIDE OF
 OW0251'JONES CREEK CROSSING, THENCE SOUTH ALONG JONES CREEK 3.0
 OW0251'MILES TO JONES CREEK COW CAMP, AND CONTINUE SOUTH ALONG
 OW0251'CREEK 0.2 MILE TO GATE.  PASS THROUGH GATE AND GO SOUTH
 OW0251'0.3 MILE TO CORRALS ON LEFT.  BEAR RIGHT AND FOLLOW OLD
 OW0251'WAGON ROAD AND TRAIL SOUTH ALONG EAST SIDE OF MAIN WASH,
 OW0251'HEADING FOR SUMMIT TO LEFT OF HIGHER POINT ON EAST SIDE
 OW0251'OF MAIN PASS SOUTH FROM JONES CREEK BASIN, APPROXIMATELY 0.6 MILE TO
 OW0251'DRIFT FENCE AND STATION.  STATION MARK IS STANDARD DISK IN
 OW0251'OUTCROPPING BEDROCK.  REFERENCE MARKS ARE
 OW0251'STANDARD DISKS IN OUTCROPPING BEDROCK.  NO. 1
 OW0251'IS ALONG RIDGE LINE, 20 FEET SOUTH OF DRIFT FENCE, AND 14.390
 OW0251'METERS (47.21 FEET) WEST OF STATION N 73 DEG 46 MIN W.
 OW0251'NO. 2 IS 20 FEET NORTH OF DRIFT FENCE, IN TOP OF SOUTH
 OW0251'EDGE SLANTING ROCK OUTCROP, AND 17.519 METERS (57.48 FEET)
 OW0251'NORTHWEST OF STATION N 23 DEG 31 MIN W.  COPPER
 OW0251'AZIMUTH MARK
 OW0251'IS ABOUT 1.5 MILES EAST BY NORTH FROM STATION N 24 DEG 37 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0156 ***********************************************************************
 NS0156  DESIGNATION -  JONI
 NS0156  PID         -  NS0156
 NS0156  STATE/COUNTY-  WY/FREMONT
 NS0156  USGS QUAD   -  ELKHORN SPRINGS (1953)
 NS0156
 NS0156                         *CURRENT SURVEY CONTROL
 NS0156  ___________________________________________________________________
 NS0156* NAD 83(1993)-  42 41 08.48299(N)    108 05 59.69009(W)     ADJUSTED  
 NS0156* NAVD 88     -      2174.     (meters)    7133.     (feet)  SCALED    
 NS0156  ___________________________________________________________________
 NS0156  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 NS0156  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NS0156
 NS0156  HORZ ORDER  -  THIRD
 NS0156
 NS0156.The horizontal coordinates were established by classical geodetic methods
 NS0156.and adjusted by the National Geodetic Survey in January 1997..
 NS0156
 NS0156.The orthometric height was scaled from a topographic map.
 NS0156
 NS0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0156
 NS0156.The geoid height was determined by GEOID03.
 NS0156
 NS0156;                    North         East     Units Scale Factor Converg.
 NS0156;SPC WYWC     -   242,944.244   653,274.804   MT  0.99997241   +0 26 26.7
 NS0156;UTM  12      - 4,729,990.600   737,590.877   MT  1.00029455   +1 58 01.6
 NS0156
 NS0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0156!SPC WYWC     -   0.99966115  x   0.99997241  =   0.99963357
 NS0156!UTM  12      -   0.99966115  x   1.00029455  =   0.99995560
 NS0156
 NS0156:                Primary Azimuth Mark                     Grid Az
 NS0156:SPC WYWC     -  BEAVERTON                                342 34 25.5
 NS0156:UTM  12      -  BEAVERTON                                341 02 50.6
 NS0156
 NS0156|---------------------------------------------------------------------|
 NS0156| PID    Reference Object                     Distance      Geod. Az  |
 NS0156|                                                           dddmmss.s |
 NS0156| NS0157 BEAVERTON                           APPROX. 4.9 KM 3430052.2 |
 NS0156|---------------------------------------------------------------------|
 NS0156
 NS0156                          SUPERSEDED SURVEY CONTROL
 NS0156
 NS0156  NAD 83(1986)-  42 41 08.46838(N)    108 05 59.69275(W) AD(       ) 3
 NS0156  NAD 27      -  42 41 08.61385(N)    108 05 57.36598(W) AD(       ) 3
 NS0156
 NS0156.Superseded values are not recommended for survey control.
 NS0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0156.See file dsdata.txt to determine how the superseded data were derived.
 NS0156
 NS0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3759129991(NAD 83)
 NS0156_MARKER: DD = SURVEY DISK
 NS0156_SETTING: 0 = UNSPECIFIED SETTING
 NS0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0156
 NS0156  HISTORY     - Date     Condition        Report By
 NS0156  HISTORY     - 1951     MONUMENTED       USGS
 NS0156
 NS0156                          STATION DESCRIPTION
 NS0156
 NS0156'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0156'TO REACH FROM LANDER, GO SE. ON U.S. HIGHWAY 287 FOR 40.6 MI. TO POINT
 NS0156'APPROXIMATELY 0.5 MI. W. OF SWEETWATER STATION.  TURN N. ONTO RIVERTON
 NS0156'RD. AND TRAVEL 7.4 MI. TO T-JUNCTION.  TURN RIGHT AND FOLLOW MAIN
 NS0156'TRAVELED RD. FOR 6.3 MI. TO POINT APPROXIMATELY 0.5 MI. SE. OF OIL
 NS0156'DERRICK.  TURN RIGHT ONTO SEISMOGRAPH RD. FOR 0.1 MI. TAKE RD.
 NS0156'TO RIGHT FOR 0.1 MI. TO STATION.  STATION LIES 15 FT. E. OF RD.
 NS0156'
 NS0156'STATION MARK - A STANDARD BRONZE TABLET SET IN CONCRETE POST
 NS0156'PROJECTING 6 IN. ABOVE GROUND AND STAMPED ---WR-JONI 1951---.
 NS0156'
 NS0156'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0485 ***********************************************************************
 NR0485  DESIGNATION -  JPMB 1
 NR0485  PID         -  NR0485
 NR0485  STATE/COUNTY-  WY/FREMONT
 NR0485  USGS QUAD   -  BLACK ROCK GAP (1951)
 NR0485
 NR0485                         *CURRENT SURVEY CONTROL
 NR0485  ___________________________________________________________________
 NR0485* NAD 83(1993)-  42 30 30.18212(N)    107 44 34.48994(W)     ADJUSTED  
 NR0485* NAVD 88     -      1908.7    (meters)    6262.     (feet)  VERTCON   
 NR0485  ___________________________________________________________________
 NR0485  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 NR0485  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NR0485
 NR0485  HORZ ORDER  -  THIRD
 NR0485
 NR0485.The horizontal coordinates were established by classical geodetic methods
 NR0485.and adjusted by the National Geodetic Survey in January 1997..
 NR0485
 NR0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0485
 NR0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0485
 NR0485.The geoid height was determined by GEOID03.
 NR0485
 NR0485;                    North         East     Units Scale Factor Converg.
 NR0485;SPC WYWC     -   223,536.088   682,765.630   MT  1.00002175   +0 40 49.9
 NR0485;UTM  13      - 4,709,870.284   274,647.867   MT  1.00022486   -1 51 15.0
 NR0485
 NR0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0485!SPC WYWC     -   0.99970272  x   1.00002175  =   0.99972446
 NR0485!UTM  13      -   0.99970272  x   1.00022486  =   0.99992751
 NR0485
 NR0485:                Primary Azimuth Mark                     Grid Az
 NR0485:SPC WYWC     -  PEP                                      268 18 43.8
 NR0485:UTM  13      -  PEP                                      270 50 48.7
 NR0485
 NR0485|---------------------------------------------------------------------|
 NR0485| PID    Reference Object                     Distance      Geod. Az  |
 NR0485|                                                           dddmmss.s |
 NR0485| NR0493 PEP                                 APPROX. 3.0 KM 2685933.7 |
 NR0485|---------------------------------------------------------------------|
 NR0485
 NR0485                          SUPERSEDED SURVEY CONTROL
 NR0485
 NR0485  NAD 83(1986)-  42 30 30.16929(N)    107 44 34.48777(W) AD(       ) 3
 NR0485  NAD 27      -  42 30 30.32562(N)    107 44 32.20576(W) AD(       ) 3
 NR0485  NGVD 29 (07/19/86) 1907.7    (m)         6259.     (f) VERT ANG       
 NR0485
 NR0485.Superseded values are not recommended for survey control.
 NR0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0485.See file dsdata.txt to determine how the superseded data were derived.
 NR0485
 NR0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7464809870(NAD 83)
 NR0485_MARKER: DD = SURVEY DISK
 NR0485_SETTING: 0 = UNSPECIFIED SETTING
 NR0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0485
 NR0485  HISTORY     - Date     Condition        Report By
 NR0485  HISTORY     - 1948     MONUMENTED       USGS
 NR0485
 NR0485                          STATION DESCRIPTION
 NR0485
 NR0485'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0485'STATION IS LOCATED IN SW. 1/4 OF SEC. 5, T 29 N, R 91 W.
 NR0485'
 NR0485'STATION IS BEST REACHED FROM A JUNCTION POINT OF THE SWEETWATER RIVER
 NR0485'AND U.S. HIGHWAY 287, LOCATED ABOUT 43 MI. E. OF LANDER, WYOMING.  AT
 NR0485'A POINT KNOWN LOCALLY AS SWEETWATER STATION.  PROCEED E. ON HIGHWAY
 NR0485'287 FOR 21.2 MI. TO DIRT RD. N.  CONTINUE N. 0.6 MI. TO RD. FORK, NE.
 NR0485'1.1 MI. TO FORKS OF RD. AND ABANDONED TRAIL.  STATION LIES IN FORK OF
 NR0485'RD. AND ABANDONED TRAIL.
 NR0485'
 NR0485'STATION MARK--STANDARD USGS BRONZE TABLET SET IN CONCRETE MONUMENT,
 NR0485'STAMPED ---JPMB-1, 1948 6259---.
 NR0485'
 NR0485'REFERENCE MARK NO. 1--A 3/4 IN. STEEL PIPE DRIVEN INTO GROUND AND
 NR0485'PROTECTED BY A CAIRN OF ROCK, 56.25 FT. FROM STATION,
 NR0485'N 02 DEG 18 MIN E.
 NR0485'
 NR0485'REFERENCE MARK NO. 2--A 3/4 IN. STEEL PIPE DRIVEN INTO GROUND AND
 NR0485'PROTECTED BY A CAIRN OF ROCK, 60.49 FT., S 84 DEG 26 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0484 ***********************************************************************
 NR0484  DESIGNATION -  JPSKP 1
 NR0484  PID         -  NR0484
 NR0484  STATE/COUNTY-  WY/FREMONT
 NR0484  USGS QUAD   -  BLACK ROCK GAP (1951)
 NR0484
 NR0484                         *CURRENT SURVEY CONTROL
 NR0484  ___________________________________________________________________
 NR0484* NAD 83(1993)-  42 37 26.77965(N)    107 44 17.09177(W)     ADJUSTED  
 NR0484* NAVD 88     -      2061.6    (meters)    6764.     (feet)  VERTCON   
 NR0484  ___________________________________________________________________
 NR0484  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 NR0484  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 NR0484
 NR0484  HORZ ORDER  -  THIRD
 NR0484
 NR0484.The horizontal coordinates were established by classical geodetic methods
 NR0484.and adjusted by the National Geodetic Survey in January 1997..
 NR0484
 NR0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0484
 NR0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0484
 NR0484.The geoid height was determined by GEOID03.
 NR0484
 NR0484;                    North         East     Units Scale Factor Converg.
 NR0484;SPC WYWC     -   236,395.033   683,009.227   MT  1.00002225   +0 41 07.1
 NR0484;UTM  13      - 4,722,708.410   275,460.690   MT  1.00022034   -1 51 17.9
 NR0484
 NR0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0484!SPC WYWC     -   0.99967871  x   1.00002225  =   0.99970095
 NR0484!UTM  13      -   0.99967871  x   1.00022034  =   0.99989898
 NR0484
 NR0484:                Primary Azimuth Mark                     Grid Az
 NR0484:SPC WYWC     -  SIS                                      028 45 58.0
 NR0484:UTM  13      -  SIS                                      031 18 23.0
 NR0484
 NR0484|---------------------------------------------------------------------|
 NR0484| PID    Reference Object                     Distance      Geod. Az  |
 NR0484|                                                           dddmmss.s |
 NR0484| NR0486 SIS                                 APPROX. 8.3 KM 0292705.1 |
 NR0484|---------------------------------------------------------------------|
 NR0484
 NR0484                          SUPERSEDED SURVEY CONTROL
 NR0484
 NR0484  NAD 83(1986)-  42 37 26.76738(N)    107 44 17.09106(W) AD(       ) 3
 NR0484  NAD 27      -  42 37 26.92204(N)    107 44 14.81056(W) AD(       ) 3
 NR0484  NGVD 29 (07/19/86) 2060.6    (m)         6760.     (f) VERT ANG       
 NR0484
 NR0484.Superseded values are not recommended for survey control.
 NR0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0484.See file dsdata.txt to determine how the superseded data were derived.
 NR0484
 NR0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7546122708(NAD 83)
 NR0484_MARKER: DD = SURVEY DISK
 NR0484_SETTING: 66 = SET IN ROCK OUTCROP
 NR0484_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NR0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0484+STABILITY: POSITION/ELEVATION WELL
 NR0484
 NR0484  HISTORY     - Date     Condition        Report By
 NR0484  HISTORY     - 1948     MONUMENTED       USGS
 NR0484
 NR0484                          STATION DESCRIPTION
 NR0484
 NR0484'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0484'STATION IS LOCATED IN SW. 1/4 OF SEC. 28, T 31 N, R 92 W.
 NR0484'
 NR0484'THE STATION IS BEST REACHED FROM A JUNCTION POINT OF THE SWEETWATER
 NR0484'RIVER AND U.S. HIGHWAY 287, LOCATED ABOUT 43 MI. E. OF LANDER,
 NR0484'WYOMING, AT A POINT KNOWN LOCALLY AS SWEETWATER STATION.  PROCEED E.
 NR0484'ON HIGHWAY 287 FROM BRIDGE OVER THE SWEETWATER RIVER 18.1 MI. TO
 NR0484'GRIEVES RANCH RD. N. 2.6 MI. TO GRIEVES RANCH, AND PASS THRU GATE
 NR0484'ON NW. SIDE OF HOUSE 0.1 MI. TO RD. FORKS.  RIGHT FORK N. 0.2 MI. TO
 NR0484'RD. FORK, LEFT FORK N. 1.1 MI. TO RD. FORK.  RIGHT FORK NE. 1.6 MI.
 NR0484'TO RD. FORK.  CONTINUE N. RIGHT FORK 4.4 MI. TO RD. FORK.  STATION
 NR0484'LIES ABOUT 3/4 OF A MILE NE. OF RD. FORKS AND ON THE HIGHEST POINT
 NR0484'OF A SMALL RIDGE.
 NR0484'
 NR0484'STATION MARK--A STANDARD USGS BRONZE TABLET CEMENTED INTO A DRILL
 NR0484'HOLE IN ROCK, AND STAMPED ---JPSKP-1-1948 VABM 6760---.
 NR0484'
 NR0484'REFERENCE MARK NO. 1--A 3/4 IN. STEEL PIPE DRIVEN INTO THE GROUND
 NR0484'AND PROTECTED BY A CAIRN OF ROCK, 31.43 FT., S 48 DEG 21 MIN E.
 NR0484'
 NR0484'REFERENCE MARK NO. 2--A 3/4 IN. STEEL PIPE DRIVEN INTO THE GROUND
 NR0484'AND PROTECTED BY A CAIRN OF ROCK, 36.10 FT., S 62 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0524 ***********************************************************************
 MO0524  DESIGNATION -  JR 10
 MO0524  PID         -  MO0524
 MO0524  STATE/COUNTY-  WY/LARAMIE
 MO0524  USGS QUAD   -  FEDERAL (1978)
 MO0524
 MO0524                         *CURRENT SURVEY CONTROL
 MO0524  ___________________________________________________________________
 MO0524* NAD 83(1986)-  41 16 19.     (N)    105 06 52.     (W)     SCALED    
 MO0524* NAVD 88     -      2065.951  (meters)    6778.04   (feet)  ADJUSTED  
 MO0524  ___________________________________________________________________
 MO0524  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 MO0524  DYNAMIC HT  -        2064.122 (meters)    6772.04  (feet)  COMP
 MO0524  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 MO0524
 MO0524  VERT ORDER  -  FIRST     CLASS II
 MO0524
 MO0524.The horizontal coordinates were scaled from a topographic map and have
 MO0524.an estimated accuracy of +/- 6 seconds.
 MO0524
 MO0524.The orthometric height was determined by differential leveling
 MO0524.and adjusted by the National Geodetic Survey in June 1991..
 MO0524
 MO0524.The geoid height was determined by GEOID03.
 MO0524
 MO0524.The dynamic height is computed by dividing the NAVD 88
 MO0524.geopotential number by the normal gravity value computed on the
 MO0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0524.degrees latitude (g = 980.6199 gals.).
 MO0524
 MO0524.The modeled gravity was interpolated from observed gravity values.
 MO0524
 MO0524;                    North         East    Units  Estimated Accuracy
 MO0524;SPC WY E     -    85,720.      204,380.      MT  (+/- 180 meters Scaled)
 MO0524
 MO0524                          SUPERSEDED SURVEY CONTROL
 MO0524
 MO0524  NGVD 29 (??/??/92) 2064.881  (m)         6774.53   (f) ADJ UNCH    1 2
 MO0524
 MO0524.Superseded values are not recommended for survey control.
 MO0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0524.See file dsdata.txt to determine how the superseded data were derived.
 MO0524
 MO0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF904689(NAD 83)
 MO0524_MARKER: DD = SURVEY DISK
 MO0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0524_STAMPING: J R 10 1947 6774
 MO0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0524+STABILITY: SURFACE MOTION
 MO0524
 MO0524  HISTORY     - Date     Condition        Report By
 MO0524  HISTORY     - 1947     MONUMENTED       USGS
 MO0524  HISTORY     - 1954     GOOD             NGS
 MO0524
 MO0524                          STATION DESCRIPTION
 MO0524
 MO0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0524'0.4 MI N FROM FEDERAL.
 MO0524'0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0524'THE SECTION FOREMANS HOUSE AT FEDERAL, 485 FEET EAST OF THE EAST
 MO0524'RAIL OF THE MAIN TRACK, 119.6 FEET SOUTHWEST OF THE SOUTHWEST
 MO0524'CORNER OF A GENERAL STORE AND POST OFFICE, 12 FEET NORTH OF THE
 MO0524'CENTER LINE OF A DIRT ROAD, ON THE CENTER LINE OF A DIRT ROAD
 MO0524'LEADING NORTH, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 MO0524'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0521 ***********************************************************************
 MO0521  DESIGNATION -  JR 11
 MO0521  PID         -  MO0521
 MO0521  STATE/COUNTY-  WY/LARAMIE
 MO0521  USGS QUAD   -  FEDERAL (1978)
 MO0521
 MO0521                         *CURRENT SURVEY CONTROL
 MO0521  ___________________________________________________________________
 MO0521* NAD 83(1986)-  41 18 01.     (N)    105 06 40.     (W)     SCALED    
 MO0521* NAVD 88     -      2051.182  (meters)    6729.59   (feet)  ADJUSTED  
 MO0521  ___________________________________________________________________
 MO0521  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 MO0521  DYNAMIC HT  -        2049.373 (meters)    6723.65  (feet)  COMP
 MO0521  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 MO0521
 MO0521  VERT ORDER  -  FIRST     CLASS II
 MO0521
 MO0521.The horizontal coordinates were scaled from a topographic map and have
 MO0521.an estimated accuracy of +/- 6 seconds.
 MO0521
 MO0521.The orthometric height was determined by differential leveling
 MO0521.and adjusted by the National Geodetic Survey in June 1991..
 MO0521
 MO0521.The geoid height was determined by GEOID03.
 MO0521
 MO0521.The dynamic height is computed by dividing the NAVD 88
 MO0521.geopotential number by the normal gravity value computed on the
 MO0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0521.degrees latitude (g = 980.6199 gals.).
 MO0521
 MO0521.The modeled gravity was interpolated from observed gravity values.
 MO0521
 MO0521;                    North         East    Units  Estimated Accuracy
 MO0521;SPC WY E     -    88,870.      204,650.      MT  (+/- 180 meters Scaled)
 MO0521
 MO0521                          SUPERSEDED SURVEY CONTROL
 MO0521
 MO0521  NGVD 29 (??/??/92) 2050.113  (m)         6726.08   (f) ADJ UNCH    1 2
 MO0521
 MO0521.Superseded values are not recommended for survey control.
 MO0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0521.See file dsdata.txt to determine how the superseded data were derived.
 MO0521
 MO0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF906720(NAD 83)
 MO0521_MARKER: DD = SURVEY DISK
 MO0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0521_STAMPING: J R 11 1947 6726
 MO0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0521+STABILITY: SURFACE MOTION
 MO0521
 MO0521  HISTORY     - Date     Condition        Report By
 MO0521  HISTORY     - 1947     MONUMENTED       USGS
 MO0521  HISTORY     - 1954     GOOD             NGS
 MO0521
 MO0521                          STATION DESCRIPTION
 MO0521
 MO0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0521'2.4 MI N FROM FEDERAL.
 MO0521'2.4 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0521'THE SECTION FOREMANS HOUSE AT FEDERAL, 0.25 MILE NORTH OF A
 MO0521'TRESTLE, 0.25 MILE NORTH OF A WINDMILL, 55 FEET WEST OF A FENCE,
 MO0521'45.8 FEET EAST OF THE EAST RAIL, 5 FEET SOUTH OF A TELEPHONE
 MO0521'POLE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0521'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0504 ***********************************************************************
 MO0504  DESIGNATION -  JR 12
 MO0504  PID         -  MO0504
 MO0504  STATE/COUNTY-  WY/LARAMIE
 MO0504  USGS QUAD   -  HORSE CREEK (1962)
 MO0504
 MO0504                         *CURRENT SURVEY CONTROL
 MO0504  ___________________________________________________________________
 MO0504* NAD 83(1986)-  41 26 23.     (N)    105 12 24.     (W)     SCALED    
 MO0504* NAVD 88     -      2007.364  (meters)    6585.83   (feet)  ADJUSTED  
 MO0504  ___________________________________________________________________
 MO0504  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 MO0504  DYNAMIC HT  -        2005.659 (meters)    6580.23  (feet)  COMP
 MO0504  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 MO0504
 MO0504  VERT ORDER  -  FIRST     CLASS II
 MO0504
 MO0504.The horizontal coordinates were scaled from a topographic map and have
 MO0504.an estimated accuracy of +/- 6 seconds.
 MO0504
 MO0504.The orthometric height was determined by differential leveling
 MO0504.and adjusted by the National Geodetic Survey in June 1991..
 MO0504
 MO0504.The geoid height was determined by GEOID03.
 MO0504
 MO0504.The dynamic height is computed by dividing the NAVD 88
 MO0504.geopotential number by the normal gravity value computed on the
 MO0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0504.degrees latitude (g = 980.6199 gals.).
 MO0504
 MO0504.The modeled gravity was interpolated from observed gravity values.
 MO0504
 MO0504;                    North         East    Units  Estimated Accuracy
 MO0504;SPC WY E     -   104,350.      196,660.      MT  (+/- 180 meters Scaled)
 MO0504
 MO0504                          SUPERSEDED SURVEY CONTROL
 MO0504
 MO0504  NGVD 29 (??/??/92) 2006.328  (m)         6582.43   (f) ADJ UNCH    1 2
 MO0504
 MO0504.Superseded values are not recommended for survey control.
 MO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0504.See file dsdata.txt to determine how the superseded data were derived.
 MO0504
 MO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF827875(NAD 83)
 MO0504_MARKER: DD = SURVEY DISK
 MO0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0504_STAMPING: J R 12 1947 6582
 MO0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0504+STABILITY: SURFACE MOTION
 MO0504
 MO0504  HISTORY     - Date     Condition        Report By
 MO0504  HISTORY     - 1947     MONUMENTED       USGS
 MO0504  HISTORY     - 1954     GOOD             NGS
 MO0504
 MO0504                          STATION DESCRIPTION
 MO0504
 MO0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0504'1.6 MI NW FROM HORSE CREEK.
 MO0504'1.6 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0504'FROM THE STATION AT HORSE CREEK, AT A PRIVATE ROAD CROSSING,
 MO0504'1 1/2 POLES NORTHWEST OF MILEPOST 154, 47.7 FEET NORTHEAST OF
 MO0504'THE NORTHEAST RAIL, 14 FEET EAST OF A TELEPHONE POLE, 20 FEET
 MO0504'SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 1.5 FEET
 MO0504'NORTHWEST OF A WITNESS POST, 0.6 FOOT SOUTHWEST OF A FENCE, SET
 MO0504'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MO0504'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0498 ***********************************************************************
 MO0498  DESIGNATION -  JR 13
 MO0498  PID         -  MO0498
 MO0498  STATE/COUNTY-  WY/LARAMIE
 MO0498  USGS QUAD   -  HORSE CREEK (1962)
 MO0498
 MO0498                         *CURRENT SURVEY CONTROL
 MO0498  ___________________________________________________________________
 MO0498* NAD 83(1986)-  41 28 35.     (N)    105 13 15.     (W)     SCALED    
 MO0498* NAVD 88     -      2050.018  (meters)    6725.77   (feet)  ADJUSTED  
 MO0498  ___________________________________________________________________
 MO0498  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 MO0498  DYNAMIC HT  -        2048.284 (meters)    6720.08  (feet)  COMP
 MO0498  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 MO0498
 MO0498  VERT ORDER  -  FIRST     CLASS II
 MO0498
 MO0498.The horizontal coordinates were scaled from a topographic map and have
 MO0498.an estimated accuracy of +/- 6 seconds.
 MO0498
 MO0498.The orthometric height was determined by differential leveling
 MO0498.and adjusted by the National Geodetic Survey in June 1991..
 MO0498
 MO0498.The geoid height was determined by GEOID03.
 MO0498
 MO0498.The dynamic height is computed by dividing the NAVD 88
 MO0498.geopotential number by the normal gravity value computed on the
 MO0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0498.degrees latitude (g = 980.6199 gals.).
 MO0498
 MO0498.The modeled gravity was interpolated from observed gravity values.
 MO0498
 MO0498;                    North         East    Units  Estimated Accuracy
 MO0498;SPC WY E     -   108,430.      195,480.      MT  (+/- 180 meters Scaled)
 MO0498
 MO0498                          SUPERSEDED SURVEY CONTROL
 MO0498
 MO0498  NGVD 29 (??/??/92) 2048.984  (m)         6722.38   (f) ADJ UNCH    1 2
 MO0498
 MO0498.Superseded values are not recommended for survey control.
 MO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0498.See file dsdata.txt to determine how the superseded data were derived.
 MO0498
 MO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF815916(NAD 83)
 MO0498_MARKER: DD = SURVEY DISK
 MO0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0498_STAMPING: J R 13 1947 6723
 MO0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0498+STABILITY: SURFACE MOTION
 MO0498
 MO0498  HISTORY     - Date     Condition        Report By
 MO0498  HISTORY     - 1947     MONUMENTED       USGS
 MO0498  HISTORY     - 1954     GOOD             NGS
 MO0498
 MO0498                          STATION DESCRIPTION
 MO0498
 MO0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0498'5.2 MI NW FROM HORSE CREEK.
 MO0498'5.15 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0498'FROM THE STATION AT HORSE CREEK, AT A ROAD CROSSING, 85 FEET
 MO0498'EAST OF A FENCE, 12.5 FEET WEST OF THE WEST RAIL, 0.5 MILE NORTH OF
 MO0498'MILEPOST 157, 2 FEET NORTH OF A CROSSING SIGN, 14 FEET SOUTH OF THE
 MO0498'CENTER LINE OF A PRIVATE ROAD, SET IN THE TOP OF A CONCRETE POST
 MO0498'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0528 ***********************************************************************
 MO0528  DESIGNATION -  JR 22
 MO0528  PID         -  MO0528
 MO0528  STATE/COUNTY-  WY/LARAMIE
 MO0528  USGS QUAD   -  SILVER CROWN (1978)
 MO0528
 MO0528                         *CURRENT SURVEY CONTROL
 MO0528  ___________________________________________________________________
 MO0528* NAD 83(1986)-  41 14 25.     (N)    105 05 40.     (W)     SCALED    
 MO0528* NAVD 88     -      2033.491  (meters)    6671.55   (feet)  ADJUSTED  
 MO0528  ___________________________________________________________________
 MO0528  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 MO0528  DYNAMIC HT  -        2031.656 (meters)    6665.52  (feet)  COMP
 MO0528  MODELED GRAV-     979,648.9   (mgal)                       NAVD 88
 MO0528
 MO0528  VERT ORDER  -  FIRST     CLASS II
 MO0528
 MO0528.The horizontal coordinates were scaled from a topographic map and have
 MO0528.an estimated accuracy of +/- 6 seconds.
 MO0528
 MO0528.The orthometric height was determined by differential leveling
 MO0528.and adjusted by the National Geodetic Survey in June 1991..
 MO0528
 MO0528.The geoid height was determined by GEOID03.
 MO0528
 MO0528.The dynamic height is computed by dividing the NAVD 88
 MO0528.geopotential number by the normal gravity value computed on the
 MO0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0528.degrees latitude (g = 980.6199 gals.).
 MO0528
 MO0528.The modeled gravity was interpolated from observed gravity values.
 MO0528
 MO0528;                    North         East    Units  Estimated Accuracy
 MO0528;SPC WY E     -    82,210.      206,050.      MT  (+/- 180 meters Scaled)
 MO0528
 MO0528                          SUPERSEDED SURVEY CONTROL
 MO0528
 MO0528  NGVD 29 (??/??/92) 2032.39   (m)         6667.9    (f) COMPUTED    1 2
 MO0528
 MO0528.Superseded values are not recommended for survey control.
 MO0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0528.See file dsdata.txt to determine how the superseded data were derived.
 MO0528
 MO0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF920654(NAD 83)
 MO0528_MARKER: DD = SURVEY DISK
 MO0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0528_STAMPING: J R 22 1947
 MO0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0528+STABILITY: SURFACE MOTION
 MO0528
 MO0528  HISTORY     - Date     Condition        Report By
 MO0528  HISTORY     - 1947     MONUMENTED       USGS
 MO0528  HISTORY     - 1954     GOOD             NGS
 MO0528  HISTORY     - 1984     GOOD             DMA
 MO0528
 MO0528                          STATION DESCRIPTION
 MO0528
 MO0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0528'2.4 MI SE FROM FEDERAL.
 MO0528'2.45 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0528'THE SECTION FOREMANS HOUSE AT FEDERAL, 115 FEET NORTHWEST OF
 MO0528'MILEPOST 137, 35.7 FEET SOUTHWEST OF A FENCE, 62.5 FEET NORTHEAST
 MO0528'OF THE NORTHEAST RAIL, 3.2 FEET SOUTHWEST OF A WITNESS POST, SET
 MO0528'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MO0528'GROUND.
 MO0528
 MO0528                          STATION RECOVERY (1984)
 MO0528
 MO0528'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0531 ***********************************************************************
 MO0531  DESIGNATION -  JR 23
 MO0531  PID         -  MO0531
 MO0531  STATE/COUNTY-  WY/LARAMIE
 MO0531  USGS QUAD   -  SILVER CROWN (1978)
 MO0531
 MO0531                         *CURRENT SURVEY CONTROL
 MO0531  ___________________________________________________________________
 MO0531* NAD 83(1986)-  41 13 07.     (N)    105 04 39.     (W)     SCALED    
 MO0531* NAVD 88     -      2009.426  (meters)    6592.59   (feet)  ADJUSTED  
 MO0531  ___________________________________________________________________
 MO0531  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 MO0531  DYNAMIC HT  -        2007.615 (meters)    6586.65  (feet)  COMP
 MO0531  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 MO0531
 MO0531  VERT ORDER  -  FIRST     CLASS II
 MO0531
 MO0531.The horizontal coordinates were scaled from a topographic map and have
 MO0531.an estimated accuracy of +/- 6 seconds.
 MO0531
 MO0531.The orthometric height was determined by differential leveling
 MO0531.and adjusted by the National Geodetic Survey in June 1991..
 MO0531
 MO0531.The geoid height was determined by GEOID03.
 MO0531
 MO0531.The dynamic height is computed by dividing the NAVD 88
 MO0531.geopotential number by the normal gravity value computed on the
 MO0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0531.degrees latitude (g = 980.6199 gals.).
 MO0531
 MO0531.The modeled gravity was interpolated from observed gravity values.
 MO0531
 MO0531;                    North         East    Units  Estimated Accuracy
 MO0531;SPC WY E     -    79,800.      207,480.      MT  (+/- 180 meters Scaled)
 MO0531
 MO0531                          SUPERSEDED SURVEY CONTROL
 MO0531
 MO0531  NGVD 29 (??/??/92) 2008.33   (m)         6589.0    (f) COMPUTED    1 2
 MO0531
 MO0531.Superseded values are not recommended for survey control.
 MO0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0531.See file dsdata.txt to determine how the superseded data were derived.
 MO0531
 MO0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF935630(NAD 83)
 MO0531_MARKER: DD = SURVEY DISK
 MO0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0531_STAMPING: J R 23 1947 6589
 MO0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0531+STABILITY: SURFACE MOTION
 MO0531
 MO0531  HISTORY     - Date     Condition        Report By
 MO0531  HISTORY     - 1947     MONUMENTED       USGS
 MO0531  HISTORY     - 1954     GOOD             NGS
 MO0531
 MO0531                          STATION DESCRIPTION
 MO0531
 MO0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0531'4.2 MI SE FROM FEDERAL.
 MO0531'4.15 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0531'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, 0.3 MILE NORTHWEST
 MO0531'OF MILEPOST 135, IN LINE WITH A FENCE LEADING NORTHEAST, 60 FEET
 MO0531'SOUTHWEST OF A FENCE, 36 FEET NORTHEAST OF THE NORTHEAST RAIL,
 MO0531'4.8 FEET SOUTHEAST OF A WITNESS POST, IN LINE WITH A ROW OF
 MO0531'TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0531'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0534 ***********************************************************************
 MO0534  DESIGNATION -  JR 24
 MO0534  PID         -  MO0534
 MO0534  STATE/COUNTY-  WY/LARAMIE
 MO0534  USGS QUAD   -  SILVER CROWN (1978)
 MO0534
 MO0534                         *CURRENT SURVEY CONTROL
 MO0534  ___________________________________________________________________
 MO0534* NAD 83(1986)-  41 11 23.     (N)    105 03 42.     (W)     SCALED    
 MO0534* NAVD 88     -      1974.669  (meters)    6478.56   (feet)  ADJUSTED  
 MO0534  ___________________________________________________________________
 MO0534  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 MO0534  DYNAMIC HT  -        1972.891 (meters)    6472.73  (feet)  COMP
 MO0534  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 MO0534
 MO0534  VERT ORDER  -  FIRST     CLASS II
 MO0534
 MO0534.The horizontal coordinates were scaled from a topographic map and have
 MO0534.an estimated accuracy of +/- 6 seconds.
 MO0534
 MO0534.The orthometric height was determined by differential leveling
 MO0534.and adjusted by the National Geodetic Survey in June 1991..
 MO0534
 MO0534.The geoid height was determined by GEOID03.
 MO0534
 MO0534.The dynamic height is computed by dividing the NAVD 88
 MO0534.geopotential number by the normal gravity value computed on the
 MO0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0534.degrees latitude (g = 980.6199 gals.).
 MO0534
 MO0534.The modeled gravity was interpolated from observed gravity values.
 MO0534
 MO0534;                    North         East    Units  Estimated Accuracy
 MO0534;SPC WY E     -    76,600.      208,810.      MT  (+/- 180 meters Scaled)
 MO0534
 MO0534                          SUPERSEDED SURVEY CONTROL
 MO0534
 MO0534  NGVD 29 (??/??/92) 1973.57   (m)         6475.0    (f) COMPUTED    1 2
 MO0534
 MO0534.Superseded values are not recommended for survey control.
 MO0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0534.See file dsdata.txt to determine how the superseded data were derived.
 MO0534
 MO0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF948598(NAD 83)
 MO0534_MARKER: DD = SURVEY DISK
 MO0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0534_STAMPING: J R 24 1947 6474
 MO0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0534+STABILITY: SURFACE MOTION
 MO0534
 MO0534  HISTORY     - Date     Condition        Report By
 MO0534  HISTORY     - 1947     MONUMENTED       USGS
 MO0534  HISTORY     - 1954     GOOD             NGS
 MO0534
 MO0534                          STATION DESCRIPTION
 MO0534
 MO0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0534'6.4 MI SE FROM FEDERAL.
 MO0534'6.45 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0534'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, AT THE NORTHWEST
 MO0534'END OF A FILL, 149 FEET NORTHWEST OF MILEPOST 133, 89.3 FEET
 MO0534'NORTHEAST OF THE NORTHEAST RAIL, 2.8 FEET SOUTHWEST OF A FENCE,
 MO0534'1 FOOT NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0534'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0153 ***********************************************************************
 MO0153  DESIGNATION -  JR 25
 MO0153  PID         -  MO0153
 MO0153  STATE/COUNTY-  WY/LARAMIE
 MO0153  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO0153
 MO0153                         *CURRENT SURVEY CONTROL
 MO0153  ___________________________________________________________________
 MO0153* NAD 83(1986)-  41 10 38.     (N)    104 59 42.     (W)     SCALED    
 MO0153* NAVD 88     -      1928.416  (meters)    6326.81   (feet)  ADJUSTED  
 MO0153  ___________________________________________________________________
 MO0153  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 MO0153  DYNAMIC HT  -        1926.689 (meters)    6321.15  (feet)  COMP
 MO0153  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 MO0153
 MO0153  VERT ORDER  -  FIRST     CLASS II
 MO0153
 MO0153.The horizontal coordinates were scaled from a topographic map and have
 MO0153.an estimated accuracy of +/- 6 seconds.
 MO0153
 MO0153.The orthometric height was determined by differential leveling
 MO0153.and adjusted by the National Geodetic Survey in June 1991..
 MO0153
 MO0153.The geoid height was determined by GEOID03.
 MO0153
 MO0153.The dynamic height is computed by dividing the NAVD 88
 MO0153.geopotential number by the normal gravity value computed on the
 MO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0153.degrees latitude (g = 980.6199 gals.).
 MO0153
 MO0153.The modeled gravity was interpolated from observed gravity values.
 MO0153
 MO0153;                    North         East    Units  Estimated Accuracy
 MO0153;SPC WY E     -    75,220.      214,400.      MT  (+/- 180 meters Scaled)
 MO0153
 MO0153                          SUPERSEDED SURVEY CONTROL
 MO0153
 MO0153  NGVD 29 (??/??/92) 1927.335  (m)         6323.26   (f) ADJ UNCH    1 2
 MO0153
 MO0153.Superseded values are not recommended for survey control.
 MO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0153.See file dsdata.txt to determine how the superseded data were derived.
 MO0153
 MO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF004584(NAD 83)
 MO0153_MARKER: DD = SURVEY DISK
 MO0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0153_STAMPING: J R 25 1947
 MO0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0153+STABILITY: SURFACE MOTION
 MO0153
 MO0153  HISTORY     - Date     Condition        Report By
 MO0153  HISTORY     - 1947     MONUMENTED       USGS
 MO0153  HISTORY     - 1954     GOOD             NGS
 MO0153
 MO0153                          STATION DESCRIPTION
 MO0153
 MO0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0153'10.8 MI NW FROM CHEYENNE.
 MO0153'0.6 MILE SOUTHWEST ALONG WEST 25TH STREET FROM THE STATE CAPITOL
 MO0153'BUILDING AT CHEYENNE, THENCE 10.2 MILES NORTHWEST ALONG THE
 MO0153'COLORADO AND SOUTHERN RAILROAD, 16 FEET NORTH OF THE NORTH RAIL,
 MO0153'3 FEET NORTH OF MILEPOST 129, 32 FEET SOUTH OF A FENCE, SET IN
 MO0153'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0155 ***********************************************************************
 MO0155  DESIGNATION -  JR 26
 MO0155  PID         -  MO0155
 MO0155  STATE/COUNTY-  WY/LARAMIE
 MO0155  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO0155
 MO0155                         *CURRENT SURVEY CONTROL
 MO0155  ___________________________________________________________________
 MO0155* NAD 83(1986)-  41 11 11.     (N)    104 57 34.     (W)     SCALED    
 MO0155* NAVD 88     -      1915.580  (meters)    6284.70   (feet)  ADJUSTED  
 MO0155  ___________________________________________________________________
 MO0155  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 MO0155  DYNAMIC HT  -        1913.874 (meters)    6279.10  (feet)  COMP
 MO0155  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 MO0155
 MO0155  VERT ORDER  -  FIRST     CLASS II
 MO0155
 MO0155.The horizontal coordinates were scaled from a topographic map and have
 MO0155.an estimated accuracy of +/- 6 seconds.
 MO0155
 MO0155.The orthometric height was determined by differential leveling
 MO0155.and adjusted by the National Geodetic Survey in June 1991..
 MO0155
 MO0155.The geoid height was determined by GEOID03.
 MO0155
 MO0155.The dynamic height is computed by dividing the NAVD 88
 MO0155.geopotential number by the normal gravity value computed on the
 MO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0155.degrees latitude (g = 980.6199 gals.).
 MO0155
 MO0155.The modeled gravity was interpolated from observed gravity values.
 MO0155
 MO0155;                    North         East    Units  Estimated Accuracy
 MO0155;SPC WY E     -    76,240.      217,380.      MT  (+/- 180 meters Scaled)
 MO0155
 MO0155                          SUPERSEDED SURVEY CONTROL
 MO0155
 MO0155  NGVD 29 (??/??/92) 1914.512  (m)         6281.19   (f) ADJ UNCH    1 2
 MO0155
 MO0155.Superseded values are not recommended for survey control.
 MO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0155.See file dsdata.txt to determine how the superseded data were derived.
 MO0155
 MO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF034594(NAD 83)
 MO0155_MARKER: DD = SURVEY DISK
 MO0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0155_STAMPING: J R 26 1947
 MO0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0155+STABILITY: SURFACE MOTION
 MO0155
 MO0155  HISTORY     - Date     Condition        Report By
 MO0155  HISTORY     - 1947     MONUMENTED       USGS
 MO0155  HISTORY     - 1954     GOOD             NGS
 MO0155
 MO0155                          STATION DESCRIPTION
 MO0155
 MO0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0155'8.8 MI NW FROM CHEYENNE.
 MO0155'0.6 MILE SOUTHWEST ALONG WEST 25TH STREET FROM THE STATE CAPITOL
 MO0155'BUILDING AT CHEYENNE, THENCE 8.15 MILES NORTHWEST ALONG THE
 MO0155'COLORADO AND SOUTHERN RAILROAD, 160 FEET WEST OF THE WEST END OF
 MO0155'A CUT, 54 FEET NORTHWEST OF MILEPOST 127, 56.7 FEET NORTH OF THE
 MO0155'NORTH RAIL, 23.4 FEET NORTH OF A TELEPHONE POLE, 2.7 FEET SOUTH OF
 MO0155'A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0155'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0454 ***********************************************************************
 OU0454  DESIGNATION -  JR 9
 OU0454  PID         -  OU0454
 OU0454  STATE/COUNTY-  WY/CAMPBELL
 OU0454  USGS QUAD   -  ROLLING PIN RANCH (1973)
 OU0454
 OU0454                         *CURRENT SURVEY CONTROL
 OU0454  ___________________________________________________________________
 OU0454* NAD 83(1993)-  43 44 21.59988(N)    105 59 53.59415(W)     ADJUSTED  
 OU0454* NAVD 88     -      1550.7    (meters)    5088.     (feet)  VERTCON   
 OU0454  ___________________________________________________________________
 OU0454  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 OU0454  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 OU0454  OBS GRAVITY -     980,030.7   (mgal)                       GRAV_OBS
 OU0454
 OU0454  HORZ ORDER  -  THIRD
 OU0454  VERT ORDER  -  THIRD ? (See Below)
 OU0454
 OU0454.The horizontal coordinates were established by classical geodetic methods
 OU0454.and adjusted by the National Geodetic Survey in January 1997..
 OU0454
 OU0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0454.The vertical order pertains to the NGVD 29 superseded value.
 OU0454
 OU0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0454
 OU0454.The geoid height was determined by GEOID03.
 OU0454.The observed gravity was obtained from relative gravimeter ties
 OU0454.to the IGSN71 gravity network.
 OU0454
 OU0454;                    North         East     Units Scale Factor Converg.
 OU0454;SPC WY E     -   360,124.605   133,016.997   MT  0.99999267   -0 34 29.8
 OU0454;SPC WYEC     -   460,654.925   507,545.745   MT  1.00007971   +0 55 23.4
 OU0454;UTM  13      - 4,843,405.963   419,618.812   MT  0.99967947   -0 41 24.7
 OU0454
 OU0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0454!SPC WY E     -   0.99975916  x   0.99999267  =   0.99975184
 OU0454!SPC WYEC     -   0.99975916  x   1.00007971  =   0.99983885
 OU0454!UTM  13      -   0.99975916  x   0.99967947  =   0.99943871
 OU0454
 OU0454:                Primary Azimuth Mark                     Grid Az
 OU0454:SPC WY E     -  COATES                                   311 50 13.4
 OU0454:SPC WYEC     -  COATES                                   310 20 20.2
 OU0454:UTM  13      -  COATES                                   311 57 08.3
 OU0454
 OU0454|---------------------------------------------------------------------|
 OU0454| PID    Reference Object                     Distance      Geod. Az  |
 OU0454|                                                           dddmmss.s |
 OU0454| OV0324 COATES                              APPROX. 9.4 KM 3111543.6 |
 OU0454|---------------------------------------------------------------------|
 OU0454
 OU0454                          SUPERSEDED SURVEY CONTROL
 OU0454
 OU0454  NAD 83(1986)-  43 44 21.58080(N)    105 59 53.56829(W) AD(       ) 3
 OU0454  NAD 27      -  43 44 21.67578(N)    105 59 51.52436(W) AD(       ) 3
 OU0454  NGVD 29 (07/19/86) 1549.9    (m)         5085.     (f) LEVELING    3  
 OU0454
 OU0454.Superseded values are not recommended for survey control.
 OU0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0454.See file dsdata.txt to determine how the superseded data were derived.
 OU0454
 OU0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ1961943406(NAD 83)
 OU0454_MARKER: DB = BENCH MARK DISK
 OU0454_SETTING: 0 = UNSPECIFIED SETTING
 OU0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0454
 OU0454  HISTORY     - Date     Condition        Report By
 OU0454  HISTORY     - 1952     MONUMENTED       USGS
 OU0454
 OU0454                          STATION DESCRIPTION
 OU0454
 OU0454'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0454'STATION IS LOCATED IN THE CENTER OF THE CROSSROADS AT USGS BM 9-JR.
 OU0454'APPROXIMATELY 13.7 MI. (AIRLINE) NW. OF PINE TREE, 13.4 MI. (AIRLINE)
 OU0454'SW. OF SAVAGETON, AND 15.2 MI. (AIRLINE) E. OF SUSSEX.
 OU0454'
 OU0454'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 387 AND STATE
 OU0454'SECONDARY 109 AT PINE TREE, GO N. ON STATE SECONDARY 109 FOR 8.9 MI.
 OU0454'TO RD. W. TO PUMPKIN BUTTES RANCH, TURN LEFT (W.) ON RANCH RD. FOR
 OU0454'4.1 MI. TO Y-RD. WITH PUMPKIN BUTTES RANCH SIGN.  TAKE RIGHT (N.)
 OU0454'FORK FOR 1.9 MI. TO Y-RD.  TAKE LEFT (NW.) FORK FOR 0.3 MI. TO
 OU0454'ANOTHER Y-RD., TAKE LEFT (W.) FORK FOR 0.5 MI. TO CHRISTENSON RANCH
 OU0454'BUILDINGS.  TURN LEFT (S.) FOR 3.3 MI. TO Y-RD. IN GULLY.  GO RIGHT
 OU0454'(W.) FOR 0.8 MI. TO T-RD. AND THEN RIGHT (W.) FOR 0.4 MI. TO Y-RD.
 OU0454'GO STRAIGHT (W.) FOR 1.9 MI. TO ANOTHER Y-RD.  GO STRAIGHT (W.) FOR
 OU0454'0.7 MI. TO Y-RD. AND STATION.
 OU0454'
 OU0454'STATION MARK--STANDARD BENCHMARK TABLET, STAMPED ---9-JR 1952---,
 OU0454'SET IN A CONCRETE POST.
 OU0454'
 OU0454'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0866 ***********************************************************************
 MR0866  DESIGNATION -  JUNCTION
 MR0866  PID         -  MR0866
 MR0866  STATE/COUNTY-  WY/LINCOLN
 MR0866  USGS QUAD   -  SAGE (1985)
 MR0866
 MR0866                         *CURRENT SURVEY CONTROL
 MR0866  ___________________________________________________________________
 MR0866* NAD 83(1993)-  41 49 06.29958(N)    110 58 26.84521(W)     ADJUSTED  
 MR0866* NAVD 88     -      2085.7    (meters)    6843.     (feet)  VERTCON   
 MR0866  ___________________________________________________________________
 MR0866  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 MR0866  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 MR0866
 MR0866  HORZ ORDER  -  SECOND
 MR0866
 MR0866.The horizontal coordinates were established by classical geodetic methods
 MR0866.and adjusted by the National Geodetic Survey in January 1997..
 MR0866
 MR0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0866
 MR0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0866
 MR0866.The geoid height was determined by GEOID03.
 MR0866
 MR0866;                    North         East     Units Scale Factor Converg.
 MR0866;SPC WY W     -   246,793.843   725,992.183   MT  1.00000487   -0 35 38.3
 MR0866;SPC UT N     - 1,165,056.929   543,692.892   MT  1.00000588   +0 20 48.3
 MR0866;UTM  12      - 4,629,615.866   502,149.098   MT  0.99960006   +0 01 02.1
 MR0866
 MR0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0866!SPC WY W     -   0.99967521  x   1.00000487  =   0.99968008
 MR0866!SPC UT N     -   0.99967521  x   1.00000588  =   0.99968109
 MR0866!UTM  12      -   0.99967521  x   0.99960006  =   0.99927540
 MR0866
 MR0866:                Primary Azimuth Mark                     Grid Az
 MR0866:SPC WY W     -  JUNCTION AZ MK                           018 51 05.3
 MR0866:SPC UT N     -  JUNCTION AZ MK                           017 54 38.7
 MR0866:UTM  12      -  JUNCTION AZ MK                           018 14 24.9
 MR0866
 MR0866|---------------------------------------------------------------------|
 MR0866| PID    Reference Object                     Distance      Geod. Az  |
 MR0866|                                                           dddmmss.s |
 MR0866| CP5604 JUNCTION AZ MK                                     0181527.0 |
 MR0866| CP5605 JUNCTION RM 1                        11.485 METERS 22446     |
 MR0866| CP5606 JUNCTION RM 2                        12.024 METERS 30423     |
 MR0866|---------------------------------------------------------------------|
 MR0866
 MR0866                          SUPERSEDED SURVEY CONTROL
 MR0866
 MR0866  NAD 83(1986)-  41 49 06.28748(N)    110 58 26.84060(W) AD(       ) 2
 MR0866  NAD 27      -  41 49 06.48210(N)    110 58 24.16100(W) AD(       ) 2
 MR0866  NGVD 29 (07/19/86) 2084.4    (m)         6839.     (f) VERT ANG       
 MR0866
 MR0866.Superseded values are not recommended for survey control.
 MR0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0866.See file dsdata.txt to determine how the superseded data were derived.
 MR0866
 MR0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM0214929616(NAD 83)
 MR0866_MARKER: DS = TRIANGULATION STATION DISK
 MR0866_SETTING: 80 = SET IN A BOULDER
 MR0866_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MR0866
 MR0866  HISTORY     - Date     Condition        Report By
 MR0866  HISTORY     - 1962     MONUMENTED       CGS
 MR0866
 MR0866                          STATION DESCRIPTION
 MR0866
 MR0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0866'THE STATION IS LOCATED ON THE HIGHEST PART AND THE EXTREME
 MR0866'SOUTH END OF A RIDGE THAT U.S. HIGHWAY 30N BENDS AROUND AND GOES
 MR0866'NORTH.  IT IS 1/2 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY
 MR0866'30N AND STATE HIGHWAY 89, 16 MILES NORTHEAST OF RANDOLPH, UTAH
 MR0866'AND 22-1/2 MILES WEST OF KEMMERER.
 MR0866'
 MR0866'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30N AND
 MR0866'189 IN KEMMERER GO WEST ON U.S. HIGHWAY 30N FOR 10.9 MILES TO THE
 MR0866'RAILROAD OVER PASS.  CONTINUE AHEAD WEST ON THE HIGHWAY FOR
 MR0866'13.8 MILES TO THE JUNCTION OF U.S. HIGHWAY 30N AND STATE
 MR0866'HIGHWAY 89.  CONTINUE ON U.S. HIGHWAY 30N GOING NORTH FOR 1.6
 MR0866'MILES TO A LITTLE METAL BUILDING ON THE LEFT.  HERE TURN RIGHT
 MR0866'OFF THE HIGHWAY AND FOLLOW THE PIPE LINE EAST UP THE SIDE OF
 MR0866'THE RIDGE FOR 0.7 MILE TO THE TOP OF THE RIDGE.  THEN TURN
 MR0866'RIGHT, SOUTH, ALONG THE TOP OF THE RIDGE, DETOURING ROCKY SPOTS,
 MR0866'FOR 0.6 MILE TO THE AZIMUTH MARK AND WITNESS POST ON THE LEFT.
 MR0866'CONTINUE FOR 0.7 MILE TO THE SOUTH END OF THE RIDGE AND THE
 MR0866'STATION.
 MR0866'
 MR0866'THE STATION MARK IS A STANDARD DISK, STAMPED JUNCTION 1962,
 MR0866'CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT BOULDER PROJECTING
 MR0866'6 INCHES.  IT IS 5 FEET NORTHEAST OF A WITNESS POST AND 40 FEET
 MR0866'EAST OF WHERE IT SLOPES TO THE WEST.
 MR0866'
 MR0866'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JUNCTION NO 1 1962,
 MR0866'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER PROJECTING
 MR0866'4 INCHES.  IT IS ON THE WEST SLOPE AND 1 FOOT LOWER THAN THE
 MR0866'STATION MARK.
 MR0866'
 MR0866'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JUNCTION NO 2
 MR0866'1962, CEMENTED IN A DRILL HOLE IN A 1 BY 3 FOOT BOULDER PROJECTING
 MR0866'10 INCHES ON THE WEST AND FLUSH ON THE EAST SIDE.  IT IS ON THE
 MR0866'WEST SLOPE AND 2 FEET LOWER THAN THE STATION.
 MR0866'
 MR0866'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JUNCTION 1962,
 MR0866'CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT BOULDER THAT PROJECTS
 MR0866'10 INCHES.  IT IS 5 FEET NORTHEAST OF A WITNESS POST, 15 FEET
 MR0866'WEST OF THE SAGE BRUSH LINE AND 45 FEET EAST OF WHERE IT SLOPES
 MR0866'TO THE WEST.  THE MARK IS IN A SMALL SADDLE ALONG THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0642 ***********************************************************************
 NT0642  DESIGNATION -  JUNIPER
 NT0642  PID         -  NT0642
 NT0642  STATE/COUNTY-  WY/LINCOLN
 NT0642  USGS QUAD   -  SOUTH FORK MOUNTAIN (1967)
 NT0642
 NT0642                         *CURRENT SURVEY CONTROL
 NT0642  ___________________________________________________________________
 NT0642* NAD 83(1993)-  42 02 01.00327(N)    110 30 22.69361(W)     ADJUSTED  
 NT0642* NAVD 88     -      2463.4    (meters)    8082.     (feet)  VERTCON   
 NT0642  ___________________________________________________________________
 NT0642  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 NT0642  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 NT0642
 NT0642  HORZ ORDER  -  THIRD
 NT0642
 NT0642.The horizontal coordinates were established by classical geodetic methods
 NT0642.and adjusted by the National Geodetic Survey in January 1997..
 NT0642
 NT0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0642
 NT0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0642
 NT0642.The geoid height was determined by GEOID03.
 NT0642
 NT0642;                    North         East     Units Scale Factor Converg.
 NT0642;SPC WY W     -   270,397.449   764,977.180   MT  0.99995259   -0 16 59.6
 NT0642;UTM  12      - 4,653,626.025   540,865.276   MT  0.99962055   +0 19 50.0
 NT0642
 NT0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0642!SPC WY W     -   0.99961586  x   0.99995259  =   0.99956847
 NT0642!UTM  12      -   0.99961586  x   0.99962055  =   0.99923656
 NT0642
 NT0642:                Primary Azimuth Mark                     Grid Az
 NT0642:SPC WY W     -  GROVE                                    089 18 25.6
 NT0642:UTM  12      -  GROVE                                    088 41 36.0
 NT0642
 NT0642|---------------------------------------------------------------------|
 NT0642| PID    Reference Object                     Distance      Geod. Az  |
 NT0642|                                                           dddmmss.s |
 NT0642| NT0628 GROVE                               APPROX. 4.6 KM 0890126.0 |
 NT0642|---------------------------------------------------------------------|
 NT0642
 NT0642                          SUPERSEDED SURVEY CONTROL
 NT0642
 NT0642  NAD 83(1993)-  42 02 00.99462(N)    110 30 22.69074(W) AD(       ) 3
 NT0642  NAD 83(1986)-  42 02 00.99360(N)    110 30 22.69101(W) AD(       ) 3
 NT0642  NAD 27      -  42 02 01.20112(N)    110 30 20.07357(W) AD(       ) 3
 NT0642  NGVD 29 (07/19/86) 2462.0    (m)         8077.     (f) VERT ANG       
 NT0642
 NT0642.Superseded values are not recommended for survey control.
 NT0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0642.See file dsdata.txt to determine how the superseded data were derived.
 NT0642
 NT0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4086553626(NAD 83)
 NT0642
 NT0642  HISTORY     - Date     Condition        Report By
 NT0642  HISTORY     - 1942     MONUMENTED       USGS
 NT0642  HISTORY     - 1952     GOOD             USGS
 NT0642
 NT0642                          STATION DESCRIPTION
 NT0642
 NT0642'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 NT0642'LOCATED ABOUT 2.0 MI. N. OF ROCKY GAP AND 0.5 MI. E. OF RONEY CREEK,ON
 NT0642'HIGHEST POINT ALONG OYSTER RIDGE, ABOUT 0.4 MI. SW. OF THE MOST
 NT0642'SOUTHERLY ONE OF TWO LAKES ON E. SIDE OF OYSTER RIDGE.  THERE IS A
 NT0642'LARGE OUTSTANDING SANDSTONE OUTCROP ABOUT 50 FT. E. OF STATION.
 NT0642'
 NT0642'RECOVERED.
 NT0642'
 NT0642'STATION MARK - STANDARD TABLET STAMPED ---JUNIPER 1942--- CEMENTED IN
 NT0642'SANDSTONE OUTCROP ON W. EDGE OF TOP.
 NT0642'
 NT0642'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED
 NT0642'---NO 1---, CEMENTED IN SANDSTONE OUTCROP, ON CREST OF RIDGE, 19.20
 NT0642'FT. FROM STATION, S 14 DEG 24 MIN E.
 NT0642'
 NT0642'REFERENCE MARK NO. 2 - STANDARD REFERENCE MARK TABLET, STAMPED
 NT0642'---NO 2---, CEMENTED IN LARGE SANDSTONE OUTCROP, 47.71 FT. FROM
 NT0642'STATION, S 77 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0415 ***********************************************************************
 OW0415  DESIGNATION -  JUNIPER
 OW0415  PID         -  OW0415
 OW0415  STATE/COUNTY-  WY/WASHAKIE
 OW0415  USGS QUAD   -  KIRBY (1985)
 OW0415
 OW0415                         *CURRENT SURVEY CONTROL
 OW0415  ___________________________________________________________________
 OW0415* NAD 83(1993)-  43 51 33.19745(N)    108 14 57.10227(W)     ADJUSTED  
 OW0415* NAVD 88     -      1613.     (meters)    5292.     (feet)  SCALED    
 OW0415  ___________________________________________________________________
 OW0415  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 OW0415  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 OW0415
 OW0415  HORZ ORDER  -  THIRD
 OW0415
 OW0415.The horizontal coordinates were established by classical geodetic methods
 OW0415.and adjusted by the National Geodetic Survey in January 1997..
 OW0415
 OW0415.The orthometric height was scaled from a topographic map.
 OW0415
 OW0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0415
 OW0415.The geoid height was determined by GEOID03.
 OW0415
 OW0415;                    North         East     Units Scale Factor Converg.
 OW0415;SPC WYEC     -   473,516.029   326,373.220   MT  1.00000415   -0 38 04.6
 OW0415;UTM  12      - 4,859,915.547   721,067.649   MT  1.00020113   +1 54 24.4
 OW0415
 OW0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0415!SPC WYEC     -   0.99974923  x   1.00000415  =   0.99975338
 OW0415!UTM  12      -   0.99974923  x   1.00020113  =   0.99995031
 OW0415
 OW0415:                Primary Azimuth Mark                     Grid Az
 OW0415:SPC WYEC     -  GOOSEBERRY                               009 53 50.1
 OW0415:UTM  12      -  GOOSEBERRY                               007 21 21.1
 OW0415
 OW0415|---------------------------------------------------------------------|
 OW0415| PID    Reference Object                     Distance      Geod. Az  |
 OW0415|                                                           dddmmss.s |
 OW0415| OW0410 GOOSEBERRY                          APPROX.12.4 KM 0091545.5 |
 OW0415|---------------------------------------------------------------------|
 OW0415
 OW0415                          SUPERSEDED SURVEY CONTROL
 OW0415
 OW0415  NAD 83(1986)-  43 51 33.18703(N)    108 14 57.10365(W) AD(       ) 3
 OW0415
 OW0415.Superseded values are not recommended for survey control.
 OW0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0415.See file dsdata.txt to determine how the superseded data were derived.
 OW0415
 OW0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2106859916(NAD 83)
 OW0415_MARKER: DS = TRIANGULATION STATION DISK
 OW0415_SETTING: 0 = UNSPECIFIED SETTING
 OW0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0415
 OW0415  HISTORY     - Date     Condition        Report By
 OW0415  HISTORY     - 1944     MONUMENTED       USGS
 OW0415
 OW0415                          STATION DESCRIPTION
 OW0415
 OW0415'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 OW0415'LOCATED ABOUT 4.0 MI. W. OF WINCHESTER, ON A HIGH RIDGE COVERED WITH
 OW0415'JUNIPER AND PINE TREES, BETWEEN COTTONWOOD CREEK TO THE N. AND SAND
 OW0415'DRAW TO THE S.  STATION IS ON THE HIGHEST TOP ON RIDGE, RIDGE SLOPES
 OW0415'OFF ABRUPTLY TO THE W. AND S. AND GRADUALLY TO THE N. AND E.  STATION
 OW0415'IS IN NW. 1/4 SEC. 22, T 45 N, R 95 W.
 OW0415'
 OW0415'TO REACH FROM WORLAND POST OFFICE, DRIVE SW. ON U.S. HIGHWAY 20 FOR
 OW0415'14.5 MI. TO RD. FORK W. (0.75 MI. N. OF WINCHESTER), TURN RIGHT (W.)
 OW0415'AND FOLLOW GRADED RD. FOR 6.5 MI. TO FIELD RD. TO THE LEFT, GO
 OW0415'THROUGH GATE AND PASS SMALL TIN-ROOFED SHACK ON N. BANK OF COTTONWOOD
 OW0415'CREEK, GO THROUGH GATE E. OF SHACK, FORD CREEK AND FOLLOW DIM OLD
 OW0415'WAGON RD. UP SIDE DRAIN DIRECTLY OPPOSITE SHACK FOR APPROXIMATELY 1
 OW0415'MI. TO END OF TRUCK TRAVEL, FROM HERE FOLLOW MAIN DRAIN S. TO FIRST
 OW0415'BIG FORK, FOLLOW RIDGE S. BETWEEN FORKS OF DRAIN TO DIVIDE AND
 OW0415'STATION.  ABOUT 1 HR. PACK FROM END OF TRUCK TRAVEL.
 OW0415'
 OW0415'NOTE--IF COTTONWOOD CREEK CANNOT BE FORDED, TRUCK MUST BE LEFT AT
 OW0415'ABOVE MENTIONED TIN-ROOFED SHACK.
 OW0415'
 OW0415'STATION MARK--STANDARD TABLET STAMPED---JUNIPER 1944---, CEMENTED IN
 OW0415'SANDSTONE LEDGE.
 OW0415'
 OW0415'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED---NO.
 OW0415'1---, CEMENTED IN SANDSTONE LEDGE, 27.32 FT. FROM STATION MARK IN
 OW0415'TRUE AZIMUTH 17 DEGREES 47 MINUTES.
 OW0415'
 OW0415'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED---NO.
 OW0415'2---, CEMENTED IN SANDSTONE LEDGE, 15.57 FT. FROM STATION MARK IN
 OW0415'TRUE AZIMUTH 126 DEGREES 54 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0484 ***********************************************************************
 MO0484  DESIGNATION -  K
 MO0484  PID         -  MO0484
 MO0484  STATE/COUNTY-  WY/ALBANY
 MO0484  USGS QUAD   -  DALE CREEK (1987)
 MO0484
 MO0484                         *CURRENT SURVEY CONTROL
 MO0484  ___________________________________________________________________
 MO0484* NAD 83(1986)-  41 06 12.     (N)    105 27 17.     (W)     SCALED    
 MO0484* NAVD 88     -      2441.667  (meters)    8010.70   (feet)  ADJUSTED  
 MO0484  ___________________________________________________________________
 MO0484  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 MO0484  DYNAMIC HT  -        2439.411 (meters)    8003.30  (feet)  COMP
 MO0484  MODELED GRAV-     979,610.4   (mgal)                       NAVD 88
 MO0484
 MO0484  VERT ORDER  -  FIRST     CLASS II
 MO0484
 MO0484.The horizontal coordinates were scaled from a topographic map and have
 MO0484.an estimated accuracy of +/- 6 seconds.
 MO0484
 MO0484.The orthometric height was determined by differential leveling
 MO0484.and adjusted by the National Geodetic Survey in June 1991..
 MO0484
 MO0484.The geoid height was determined by GEOID03.
 MO0484
 MO0484.The dynamic height is computed by dividing the NAVD 88
 MO0484.geopotential number by the normal gravity value computed on the
 MO0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0484.degrees latitude (g = 980.6199 gals.).
 MO0484
 MO0484.The modeled gravity was interpolated from observed gravity values.
 MO0484
 MO0484;                    North         East    Units  Estimated Accuracy
 MO0484;SPC WY E     -    67,040.      175,800.      MT  (+/- 180 meters Scaled)
 MO0484
 MO0484                          SUPERSEDED SURVEY CONTROL
 MO0484
 MO0484  NGVD 29 (??/??/92) 2440.503  (m)         8006.88   (f) ADJ UNCH    1 2
 MO0484
 MO0484.Superseded values are not recommended for survey control.
 MO0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0484.See file dsdata.txt to determine how the superseded data were derived.
 MO0484
 MO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF618503(NAD 83)
 MO0484_MARKER: Z = SEE DESCRIPTION
 MO0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0484_SP_SET: FOUNDATION STONE
 MO0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0484
 MO0484  HISTORY     - Date     Condition        Report By
 MO0484  HISTORY     - UNK      MONUMENTED       CGS
 MO0484  HISTORY     - 1956     GOOD             NGS
 MO0484  HISTORY     - 1985     GOOD             DMA
 MO0484
 MO0484                          STATION DESCRIPTION
 MO0484
 MO0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0484'7.9 MI W FROM SHERMAN.
 MO0484'3.8 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0484'RAILROAD STATION SIGN AT SHERMAN, THENCE 4.1 MILES SOUTHWEST
 MO0484'ALONG THE FORMER RIGHT OF WAY OF THE UNION PACIFIC RAILROAD,
 MO0484'97 YARDS SOUTHWEST OF THE SOUTHWEST STONE ABUTMENT OF A FORMER
 MO0484'BRIDGE OVER DALE CREEK, AT THE SOUTHWEST END OF A FILL, AT THE
 MO0484'FORMER SITE OF A WATER TANK, 12 FEET SOUTHEAST OF THE CENTER
 MO0484'LINE OF THE OLD RAILROAD GRADE, SURROUNDED BY THE LETTERS USBM, ON THE
 MO0484'TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST FOUNDATION STONE
 MO0484'OF THE FORMER WATER TANK, IN SECTION 10, TOWNSHIP 13 NORTH,
 MO0484'RANGE 72 WEST.
 MO0484
 MO0484                          STATION RECOVERY (1985)
 MO0484
 MO0484'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0091 ***********************************************************************
 OX0091  DESIGNATION -  K 1
 OX0091  PID         -  OX0091
 OX0091  STATE/COUNTY-  WY/TETON
 OX0091  USGS QUAD   -  JACKSON (1996)
 OX0091
 OX0091                         *CURRENT SURVEY CONTROL
 OX0091  ___________________________________________________________________
 OX0091* NAD 83(1986)-  43 27 08.     (N)    110 47 32.     (W)     SCALED    
 OX0091* NAVD 88     -      1868.783  (meters)    6131.17   (feet)  ADJUSTED  
 OX0091  ___________________________________________________________________
 OX0091  GEOID HEIGHT-          -9.86  (meters)                     GEOID03
 OX0091  DYNAMIC HT  -        1867.538 (meters)    6127.08  (feet)  COMP
 OX0091  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 OX0091
 OX0091  VERT ORDER  -  FIRST     CLASS II
 OX0091
 OX0091.The horizontal coordinates were scaled from a topographic map and have
 OX0091.an estimated accuracy of +/- 6 seconds.
 OX0091
 OX0091.The orthometric height was determined by differential leveling
 OX0091.and adjusted by the National Geodetic Survey in June 1991..
 OX0091
 OX0091.The geoid height was determined by GEOID03.
 OX0091
 OX0091.The dynamic height is computed by dividing the NAVD 88
 OX0091.geopotential number by the normal gravity value computed on the
 OX0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0091.degrees latitude (g = 980.6199 gals.).
 OX0091
 OX0091.The modeled gravity was interpolated from observed gravity values.
 OX0091
 OX0091;                    North         East    Units  Estimated Accuracy
 OX0091;SPC WY W     -   428,140.      742,630.      MT  (+/- 180 meters Scaled)
 OX0091
 OX0091                          SUPERSEDED SURVEY CONTROL
 OX0091
 OX0091  NGVD 29 (??/??/92) 1867.500  (m)         6126.96   (f) ADJ UNCH    1 2
 OX0091
 OX0091.Superseded values are not recommended for survey control.
 OX0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0091.See file dsdata.txt to determine how the superseded data were derived.
 OX0091
 OX0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP168110(NAD 83)
 OX0091_MARKER: DD = SURVEY DISK
 OX0091_SETTING: 66 = SET IN ROCK OUTCROP
 OX0091_SP_SET: LIMESTONE ROCK
 OX0091_STAMPING: K 1 1927
 OX0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0091+STABILITY: POSITION/ELEVATION WELL
 OX0091
 OX0091  HISTORY     - Date     Condition        Report By
 OX0091  HISTORY     - 1927     MONUMENTED       USGS
 OX0091
 OX0091                          STATION DESCRIPTION
 OX0091
 OX0091'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 OX0091'3.1 MI S FROM JACKSON.
 OX0091'3.1 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0091'ABOUT 450.0 FEET EAST OF THE S.N. LEEK RANCH, 30.0 FEET WEST OF THE
 OX0091'CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A LIMESTONE ROCK.  A
 OX0091'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 1 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0133 ***********************************************************************
 OU0133  DESIGNATION -  K 100
 OU0133  PID         -  OU0133
 OU0133  STATE/COUNTY-  WY/NIOBRARA
 OU0133  USGS QUAD   -  RABBIT MOUNTAINS (1981)
 OU0133
 OU0133                         *CURRENT SURVEY CONTROL
 OU0133  ___________________________________________________________________
 OU0133* NAD 83(1986)-  43 04 22.     (N)    104 32 14.     (W)     SCALED    
 OU0133* NAVD 88     -      1348.673  (meters)    4424.77   (feet)  ADJUSTED  
 OU0133  ___________________________________________________________________
 OU0133  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 OU0133  DYNAMIC HT  -        1347.967 (meters)    4422.46  (feet)  COMP
 OU0133  MODELED GRAV-     980,049.5   (mgal)                       NAVD 88
 OU0133
 OU0133  VERT ORDER  -  SECOND    CLASS 0
 OU0133
 OU0133.The horizontal coordinates were scaled from a topographic map and have
 OU0133.an estimated accuracy of +/- 6 seconds.
 OU0133
 OU0133.The orthometric height was determined by differential leveling
 OU0133.and adjusted by the National Geodetic Survey in June 1991..
 OU0133
 OU0133.The geoid height was determined by GEOID03.
 OU0133
 OU0133.The dynamic height is computed by dividing the NAVD 88
 OU0133.geopotential number by the normal gravity value computed on the
 OU0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0133.degrees latitude (g = 980.6199 gals.).
 OU0133
 OU0133.The modeled gravity was interpolated from observed gravity values.
 OU0133
 OU0133;                    North         East    Units  Estimated Accuracy
 OU0133;SPC WY E     -   285,930.      251,260.      MT  (+/- 180 meters Scaled)
 OU0133
 OU0133                          SUPERSEDED SURVEY CONTROL
 OU0133
 OU0133  NGVD 29 (??/??/92) 1347.969  (m)         4422.46   (f) ADJ UNCH    2 0
 OU0133
 OU0133.Superseded values are not recommended for survey control.
 OU0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0133.See file dsdata.txt to determine how the superseded data were derived.
 OU0133
 OU0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH376690(NAD 83)
 OU0133_MARKER: DB = BENCH MARK DISK
 OU0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0133_STAMPING: K 100 1956
 OU0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0133+STABILITY: SURFACE MOTION
 OU0133
 OU0133  HISTORY     - Date     Condition        Report By
 OU0133  HISTORY     - 1956     MONUMENTED       CGS
 OU0133  HISTORY     - 1957     GOOD             NGS
 OU0133
 OU0133                          STATION DESCRIPTION
 OU0133
 OU0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0133'8.4 MI E FROM LANCE CREEK.
 OU0133'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0133'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0133'138 YARDS SOUTH OF AN EAST AND WEST FENCE, AT A TRACK ROAD
 OU0133'INTERSECTION, 96 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 84
 OU0133'FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 2.2 FEET SOUTH
 OU0133'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 OU0133'PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF
 OU0133'SECTION 27, TOWNSHIP 36 NORTH, RANGE 64 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0648 ***********************************************************************
 MO0648  DESIGNATION -  K 101
 MO0648  PID         -  MO0648
 MO0648  STATE/COUNTY-  WY/ALBANY
 MO0648  USGS QUAD   -  MILLBROOK (1992)
 MO0648
 MO0648                         *CURRENT SURVEY CONTROL
 MO0648  ___________________________________________________________________
 MO0648* NAD 83(1986)-  41 18 29.     (N)    105 58 27.     (W)     SCALED    
 MO0648* NAVD 88     -      2285.726  (meters)    7499.09   (feet)  ADJUSTED  
 MO0648  ___________________________________________________________________
 MO0648  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 MO0648  DYNAMIC HT  -        2283.646 (meters)    7492.26  (feet)  COMP
 MO0648  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 MO0648
 MO0648  VERT ORDER  -  FIRST     CLASS II
 MO0648
 MO0648.The horizontal coordinates were scaled from a topographic map and have
 MO0648.an estimated accuracy of +/- 6 seconds.
 MO0648
 MO0648.The orthometric height was determined by differential leveling
 MO0648.and adjusted by the National Geodetic Survey in June 1991..
 MO0648
 MO0648.The geoid height was determined by GEOID03.
 MO0648
 MO0648.The dynamic height is computed by dividing the NAVD 88
 MO0648.geopotential number by the normal gravity value computed on the
 MO0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0648.degrees latitude (g = 980.6199 gals.).
 MO0648
 MO0648.The modeled gravity was interpolated from observed gravity values.
 MO0648
 MO0648;                    North         East    Units  Estimated Accuracy
 MO0648;SPC WY E     -    90,050.      132,380.      MT  (+/- 180 meters Scaled)
 MO0648
 MO0648                          SUPERSEDED SURVEY CONTROL
 MO0648
 MO0648  NGVD 29 (??/??/92) 2284.573  (m)         7495.30   (f) ADJ UNCH    1 2
 MO0648
 MO0648.Superseded values are not recommended for survey control.
 MO0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0648.See file dsdata.txt to determine how the superseded data were derived.
 MO0648
 MO0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF184734(NAD 83)
 MO0648_MARKER: DB = BENCH MARK DISK
 MO0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0648_STAMPING: K 101 1956
 MO0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0648+STABILITY: SURFACE MOTION
 MO0648
 MO0648  HISTORY     - Date     Condition        Report By
 MO0648  HISTORY     - 1956     MONUMENTED       CGS
 MO0648
 MO0648                          STATION DESCRIPTION
 MO0648
 MO0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0648'8.7 MI E FROM CENTENNIAL.
 MO0648'8.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0648'RAILROAD FROM THE STATION AT CENTENNIAL, 113 FEET EAST OF MILEPOST
 MO0648'21, 25.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3.5 FEET NORTH OF
 MO0648'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0648'0.4 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 31,
 MO0648'TOWNSHIP 16 NORTH, RANGE 76 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0102 ***********************************************************************
 MP0102  DESIGNATION -  K 102
 MP0102  PID         -  MP0102
 MP0102  STATE/COUNTY-  WY/ALBANY
 MP0102  USGS QUAD   -  FOXPARK (1992)
 MP0102
 MP0102                         *CURRENT SURVEY CONTROL
 MP0102  ___________________________________________________________________
 MP0102* NAD 83(1986)-  41 00 13.     (N)    106 11 27.     (W)     SCALED    
 MP0102* NAVD 88     -      2695.218  (meters)    8842.56   (feet)  ADJUSTED  
 MP0102  ___________________________________________________________________
 MP0102  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 MP0102  DYNAMIC HT  -        2692.495 (meters)    8833.63  (feet)  COMP
 MP0102  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 MP0102
 MP0102  VERT ORDER  -  FIRST     CLASS II
 MP0102
 MP0102.The horizontal coordinates were scaled from a topographic map and have
 MP0102.an estimated accuracy of +/- 6 seconds.
 MP0102
 MP0102.The orthometric height was determined by differential leveling
 MP0102.and adjusted by the National Geodetic Survey in June 1991..
 MP0102
 MP0102.The geoid height was determined by GEOID03.
 MP0102
 MP0102.The dynamic height is computed by dividing the NAVD 88
 MP0102.geopotential number by the normal gravity value computed on the
 MP0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0102.degrees latitude (g = 980.6199 gals.).
 MP0102
 MP0102.The modeled gravity was interpolated from observed gravity values.
 MP0102
 MP0102;                    North         East    Units  Estimated Accuracy
 MP0102;SPC WY E     -    56,430.      113,840.      MT  (+/- 180 meters Scaled)
 MP0102
 MP0102                          SUPERSEDED SURVEY CONTROL
 MP0102
 MP0102  NGVD 29 (??/??/92) 2693.877  (m)         8838.16   (f) ADJ UNCH    1 2
 MP0102
 MP0102.Superseded values are not recommended for survey control.
 MP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0102.See file dsdata.txt to determine how the superseded data were derived.
 MP0102
 MP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF998398(NAD 83)
 MP0102_MARKER: DB = BENCH MARK DISK
 MP0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0102_SP_SET: PIER
 MP0102_STAMPING: K 102 1956
 MP0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0102
 MP0102  HISTORY     - Date     Condition        Report By
 MP0102  HISTORY     - 1956     MONUMENTED       CGS
 MP0102
 MP0102                          STATION DESCRIPTION
 MP0102
 MP0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0102'10.2 MI S FROM FOXPARK.
 MP0102'10.2 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0102'RAILROAD FROM THE STATION AT FOXPARK, 6 POLES EAST OF MILEPOST 65, 8
 MP0102'FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET ABOVE THE TOP OF THE
 MP0102'RAILS, SET VERTICALLY IN THE SOUTHWEST SIDE OF THE NORTHWEST CONCRETE
 MP0102'PIER OF THE OVERPASS OF STATE HIGHWAY 230, ON THE NORTHEAST SIDE OF
 MP0102'THE TRACK, IN THE SOUTHEAST 1/4 OF SECTION 16, TOWNSHIP 12 NORTH,
 MP0102'RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0113 ***********************************************************************
 MQ0113  DESIGNATION -  K 103
 MQ0113  PID         -  MQ0113
 MQ0113  STATE/COUNTY-  WY/SWEETWATER
 MQ0113  USGS QUAD   -  THAYER JUNCTION (1978)
 MQ0113
 MQ0113                         *CURRENT SURVEY CONTROL
 MQ0113  ___________________________________________________________________
 MQ0113* NAD 83(1986)-  41 39 44.     (N)    108 58 12.     (W)     SCALED    
 MQ0113* NAVD 88     -      1948.155  (meters)    6391.57   (feet)  ADJUSTED  
 MQ0113  ___________________________________________________________________
 MQ0113  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MQ0113  DYNAMIC HT  -        1946.554 (meters)    6386.32  (feet)  COMP
 MQ0113  MODELED GRAV-     979,731.7   (mgal)                       NAVD 88
 MQ0113
 MQ0113  VERT ORDER  -  FIRST     CLASS II
 MQ0113
 MQ0113.The horizontal coordinates were scaled from a topographic map and have
 MQ0113.an estimated accuracy of +/- 6 seconds.
 MQ0113
 MQ0113.The orthometric height was determined by differential leveling
 MQ0113.and adjusted by the National Geodetic Survey in June 1991..
 MQ0113
 MQ0113.The geoid height was determined by GEOID03.
 MQ0113
 MQ0113.The dynamic height is computed by dividing the NAVD 88
 MQ0113.geopotential number by the normal gravity value computed on the
 MQ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0113.degrees latitude (g = 980.6199 gals.).
 MQ0113
 MQ0113.The modeled gravity was interpolated from observed gravity values.
 MQ0113
 MQ0113;                    North         East    Units  Estimated Accuracy
 MQ0113;SPC WYWC     -   129,090.      581,680.      MT  (+/- 180 meters Scaled)
 MQ0113
 MQ0113                          SUPERSEDED SURVEY CONTROL
 MQ0113
 MQ0113  NGVD 29 (06/08/92) 1946.893  (m)         6387.43   (f) ADJUSTED    1 2
 MQ0113
 MQ0113.Superseded values are not recommended for survey control.
 MQ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0113.See file dsdata.txt to determine how the superseded data were derived.
 MQ0113
 MQ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM690142(NAD 83)
 MQ0113_MARKER: DB = BENCH MARK DISK
 MQ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0113_STAMPING: K 103 1956
 MQ0113_MARK LOGO: CGS   
 MQ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0113+STABILITY: SURFACE MOTION
 MQ0113
 MQ0113  HISTORY     - Date     Condition        Report By
 MQ0113  HISTORY     - 1956     MONUMENTED       CGS
 MQ0113  HISTORY     - 1968     MARK NOT FOUND   USGS
 MQ0113  HISTORY     - 1983     GOOD             NGS
 MQ0113
 MQ0113                          STATION DESCRIPTION
 MQ0113
 MQ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0113'10.15 MI W FROM POINT OF ROCKS.
 MQ0113'10.15 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0113'SIGN AT POINT OF ROCKS, 1.0 MILE EAST OF THE STATION SIGN AT SALT
 MQ0113'WELLS, 14 POLES EAST OF MILEPOST 788, 85 FEET NORTH OF THE NORTH RAIL
 MQ0113'OF THE NORTH TRACK, 25 FEET NORTH OF A TELEPHONE POLE, 33.6 FEET
 MQ0113'NORTHWEST OF TELEPHONE POLE 14680, 1.5 FEET NORTH OF A FENCE, 2 FEET
 MQ0113'EAST OF A WITNESS POST, 1.0 MILE EAST OF BENCH MARK J 103, SET IN THE
 MQ0113'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN
 MQ0113'THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 20 NORTH, RANGE 103 WEST.
 MQ0113
 MQ0113                          STATION RECOVERY (1968)
 MQ0113
 MQ0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MQ0113'MARK NOT FOUND.
 MQ0113
 MQ0113                          STATION RECOVERY (1983)
 MQ0113
 MQ0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0021 ***********************************************************************
 NQ0021  DESIGNATION -  K 104
 NQ0021  PID         -  NQ0021
 NQ0021  STATE/COUNTY-  WY/NIOBRARA
 NQ0021  USGS QUAD   -  NODE (1978)
 NQ0021
 NQ0021                         *CURRENT SURVEY CONTROL
 NQ0021  ___________________________________________________________________
 NQ0021* NAD 83(1986)-  42 43 13.     (N)    104 18 13.     (W)     SCALED    
 NQ0021* NAVD 88     -      1502.969  (meters)    4930.99   (feet)  ADJUSTED  
 NQ0021  ___________________________________________________________________
 NQ0021  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 NQ0021  DYNAMIC HT  -        1502.119 (meters)    4928.20  (feet)  COMP
 NQ0021  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 NQ0021
 NQ0021  VERT ORDER  -  FIRST     CLASS II
 NQ0021
 NQ0021.The horizontal coordinates were scaled from a topographic map and have
 NQ0021.an estimated accuracy of +/- 6 seconds.
 NQ0021
 NQ0021.The orthometric height was determined by differential leveling
 NQ0021.and adjusted by the National Geodetic Survey in June 1991..
 NQ0021
 NQ0021.The geoid height was determined by GEOID03.
 NQ0021
 NQ0021.The dynamic height is computed by dividing the NAVD 88
 NQ0021.geopotential number by the normal gravity value computed on the
 NQ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0021.degrees latitude (g = 980.6199 gals.).
 NQ0021
 NQ0021.The modeled gravity was interpolated from observed gravity values.
 NQ0021
 NQ0021;                    North         East    Units  Estimated Accuracy
 NQ0021;SPC WY E     -   246,940.      270,690.      MT  (+/- 180 meters Scaled)
 NQ0021
 NQ0021                          SUPERSEDED SURVEY CONTROL
 NQ0021
 NQ0021  NGVD 29 (??/??/92) 1502.282  (m)         4928.74   (f) ADJ UNCH    1 2
 NQ0021
 NQ0021.Superseded values are not recommended for survey control.
 NQ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0021.See file dsdata.txt to determine how the superseded data were derived.
 NQ0021
 NQ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH570299(NAD 83)
 NQ0021_MARKER: DB = BENCH MARK DISK
 NQ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0021_STAMPING: K 104 1954
 NQ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0021+STABILITY: SURFACE MOTION
 NQ0021
 NQ0021  HISTORY     - Date     Condition        Report By
 NQ0021  HISTORY     - 1954     MONUMENTED       CGS
 NQ0021
 NQ0021                          STATION DESCRIPTION
 NQ0021
 NQ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0021'8.2 MI E FROM LUSK.
 NQ0021'8.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0021'FROM THE STATION AT LUSK, 6 POLES WEST OF A ROAD CROSSING, 94
 NQ0021'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 43 FEET SOUTH
 NQ0021'OF THE SOUTH RAIL, 6 FEET WEST OF MILEPOST 483, 3 FEET EAST OF
 NQ0021'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0021'0.4 FOOT ABOVE THE GROUND.  IN SECTION 28, TOWNSHIP 32 NORTH,
 NQ0021'RANGE 62 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0258 ***********************************************************************
 NQ0258  DESIGNATION -  K 105
 NQ0258  PID         -  NQ0258
 NQ0258  STATE/COUNTY-  WY/CONVERSE
 NQ0258  USGS QUAD   -  ORIN (1949)
 NQ0258
 NQ0258                         *CURRENT SURVEY CONTROL
 NQ0258  ___________________________________________________________________
 NQ0258* NAD 83(1986)-  42 39 49.     (N)    105 09 57.     (W)     SCALED    
 NQ0258* NAVD 88     -      1436.361  (meters)    4712.46   (feet)  ADJUSTED  
 NQ0258  ___________________________________________________________________
 NQ0258  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NQ0258  DYNAMIC HT  -        1435.493 (meters)    4709.61  (feet)  COMP
 NQ0258  MODELED GRAV-     979,966.0   (mgal)                       NAVD 88
 NQ0258
 NQ0258  VERT ORDER  -  FIRST     CLASS II
 NQ0258
 NQ0258.The horizontal coordinates were scaled from a topographic map and have
 NQ0258.an estimated accuracy of +/- 6 seconds.
 NQ0258
 NQ0258.The orthometric height was determined by differential leveling
 NQ0258.and adjusted by the National Geodetic Survey in June 1991..
 NQ0258
 NQ0258.The geoid height was determined by GEOID03.
 NQ0258
 NQ0258.The dynamic height is computed by dividing the NAVD 88
 NQ0258.geopotential number by the normal gravity value computed on the
 NQ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0258.degrees latitude (g = 980.6199 gals.).
 NQ0258
 NQ0258.The modeled gravity was interpolated from observed gravity values.
 NQ0258
 NQ0258;                    North         East    Units  Estimated Accuracy
 NQ0258;SPC WY E     -   240,290.      200,070.      MT  (+/- 180 meters Scaled)
 NQ0258
 NQ0258                          SUPERSEDED SURVEY CONTROL
 NQ0258
 NQ0258  NGVD 29 (??/??/92) 1435.552  (m)         4709.81   (f) ADJ UNCH    1 2
 NQ0258
 NQ0258.Superseded values are not recommended for survey control.
 NQ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0258.See file dsdata.txt to determine how the superseded data were derived.
 NQ0258
 NQ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH864234(NAD 83)
 NQ0258_MARKER: DB = BENCH MARK DISK
 NQ0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0258_SP_SET: CULVERT
 NQ0258_STAMPING: K 105 1954
 NQ0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0258
 NQ0258  HISTORY     - Date     Condition        Report By
 NQ0258  HISTORY     - 1954     MONUMENTED       CGS
 NQ0258
 NQ0258                          STATION DESCRIPTION
 NQ0258
 NQ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0258'1.4 MI NE FROM ORIN.
 NQ0258'1.4 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0258'FROM THE STATION AT ORIN, 12 POLES NORTHEAST OF MILEPOST 531,
 NQ0258'12 FEET NORTHWEST OF THE NORTHWEST RAIL, 4 FEET BELOW THE TOP OF
 NQ0258'THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 NQ0258'HEADWALL OF A CONCRETE CULVERT.  IN SECTION 8, TOWNSHIP 31 NORTH,
 NQ0258'RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0527 ***********************************************************************
 MO0527  DESIGNATION -  K 108
 MO0527  PID         -  MO0527
 MO0527  STATE/COUNTY-  WY/LARAMIE
 MO0527  USGS QUAD   -  SILVER CROWN (1978)
 MO0527
 MO0527                         *CURRENT SURVEY CONTROL
 MO0527  ___________________________________________________________________
 MO0527* NAD 83(1986)-  41 14 41.     (N)    105 06 12.     (W)     SCALED    
 MO0527* NAVD 88     -      2042.006  (meters)    6699.48   (feet)  ADJUSTED  
 MO0527  ___________________________________________________________________
 MO0527  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MO0527  DYNAMIC HT  -        2040.168 (meters)    6693.45  (feet)  COMP
 MO0527  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 MO0527
 MO0527  VERT ORDER  -  FIRST     CLASS II
 MO0527
 MO0527.The horizontal coordinates were scaled from a topographic map and have
 MO0527.an estimated accuracy of +/- 6 seconds.
 MO0527
 MO0527.The orthometric height was determined by differential leveling
 MO0527.and adjusted by the National Geodetic Survey in June 1991..
 MO0527
 MO0527.The geoid height was determined by GEOID03.
 MO0527
 MO0527.The dynamic height is computed by dividing the NAVD 88
 MO0527.geopotential number by the normal gravity value computed on the
 MO0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0527.degrees latitude (g = 980.6199 gals.).
 MO0527
 MO0527.The modeled gravity was interpolated from observed gravity values.
 MO0527
 MO0527;                    North         East    Units  Estimated Accuracy
 MO0527;SPC WY E     -    82,700.      205,310.      MT  (+/- 180 meters Scaled)
 MO0527
 MO0527                          SUPERSEDED SURVEY CONTROL
 MO0527
 MO0527  NGVD 29 (??/??/92) 2040.908  (m)         6695.88   (f) ADJ UNCH    1 2
 MO0527
 MO0527.Superseded values are not recommended for survey control.
 MO0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0527.See file dsdata.txt to determine how the superseded data were derived.
 MO0527
 MO0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF913659(NAD 83)
 MO0527_MARKER: DB = BENCH MARK DISK
 MO0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0527_STAMPING: K 108 1954
 MO0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0527+STABILITY: SURFACE MOTION
 MO0527
 MO0527  HISTORY     - Date     Condition        Report By
 MO0527  HISTORY     - 1954     MONUMENTED       CGS
 MO0527
 MO0527                          STATION DESCRIPTION
 MO0527
 MO0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0527'1.8 MI SE FROM FEDERAL.
 MO0527'1.75 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0527'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, 97.5 FEET SOUTHWEST
 MO0527'OF THE SOUTHWEST RAIL, 1.6 FEET NORTHEAST OF A FENCE, 1.6 FEET
 MO0527'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0527'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0496 ***********************************************************************
 MO0496  DESIGNATION -  K 109
 MO0496  PID         -  MO0496
 MO0496  STATE/COUNTY-  WY/LARAMIE
 MO0496  USGS QUAD   -  FARTHING (1978)
 MO0496
 MO0496                         *CURRENT SURVEY CONTROL
 MO0496  ___________________________________________________________________
 MO0496* NAD 83(1986)-  41 30 04.     (N)    105 13 11.     (W)     SCALED    
 MO0496* NAVD 88     -      2007.522  (meters)    6586.35   (feet)  ADJUSTED  
 MO0496  ___________________________________________________________________
 MO0496  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 MO0496  DYNAMIC HT  -        2005.831 (meters)    6580.80  (feet)  COMP
 MO0496  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 MO0496
 MO0496  VERT ORDER  -  FIRST     CLASS II
 MO0496
 MO0496.The horizontal coordinates were scaled from a topographic map and have
 MO0496.an estimated accuracy of +/- 6 seconds.
 MO0496
 MO0496.The orthometric height was determined by differential leveling
 MO0496.and adjusted by the National Geodetic Survey in June 1991..
 MO0496
 MO0496.The geoid height was determined by GEOID03.
 MO0496
 MO0496.The dynamic height is computed by dividing the NAVD 88
 MO0496.geopotential number by the normal gravity value computed on the
 MO0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0496.degrees latitude (g = 980.6199 gals.).
 MO0496
 MO0496.The modeled gravity was interpolated from observed gravity values.
 MO0496
 MO0496;                    North         East    Units  Estimated Accuracy
 MO0496;SPC WY E     -   111,170.      195,570.      MT  (+/- 180 meters Scaled)
 MO0496
 MO0496                          SUPERSEDED SURVEY CONTROL
 MO0496
 MO0496  NGVD 29 (??/??/92) 2006.490  (m)         6582.96   (f) ADJ UNCH    1 2
 MO0496
 MO0496.Superseded values are not recommended for survey control.
 MO0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0496.See file dsdata.txt to determine how the superseded data were derived.
 MO0496
 MO0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF816944(NAD 83)
 MO0496_MARKER: DB = BENCH MARK DISK
 MO0496_SETTING: 80 = SET IN A BOULDER
 MO0496_SP_SET: GRANITE BOULDER
 MO0496_STAMPING: K 109 1954
 MO0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0496+STABILITY: SURFACE MOTION
 MO0496
 MO0496  HISTORY     - Date     Condition        Report By
 MO0496  HISTORY     - 1954     MONUMENTED       CGS
 MO0496
 MO0496                          STATION DESCRIPTION
 MO0496
 MO0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0496'6.9 MI NW FROM HORSE CREEK.
 MO0496'6.9 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0496'FROM THE STATION AT HORSE CREEK, ON THE WEST SLOPE OF A ROCKY
 MO0496'HILL, AT TRESTLE 159.25, 132.9 FEET EAST OF THE EAST RAIL, 84.5
 MO0496'FEET EAST OF A FENCE, 5 FEET EAST OF A WITNESS POST, 2 FEET ABOVE
 MO0496'THE GROUND, SET IN THE TOP OF A 6 X 9 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0114 ***********************************************************************
 OX0114  DESIGNATION -  K 11
 OX0114  PID         -  OX0114
 OX0114  STATE/COUNTY-  WY/LINCOLN
 OX0114  USGS QUAD   -  FERRY PEAK (1996)
 OX0114
 OX0114                         *CURRENT SURVEY CONTROL
 OX0114  ___________________________________________________________________
 OX0114* NAD 83(1986)-  43 11 55.     (N)    110 54 10.     (W)     SCALED    
 OX0114* NAVD 88     -      1758.950  (meters)    5770.82   (feet)  ADJUSTED  
 OX0114  ___________________________________________________________________
 OX0114  GEOID HEIGHT-         -10.29  (meters)                     GEOID03
 OX0114  DYNAMIC HT  -        1757.767 (meters)    5766.94  (feet)  COMP
 OX0114  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 OX0114
 OX0114  VERT ORDER  -  SECOND    CLASS 0
 OX0114
 OX0114.The horizontal coordinates were scaled from a topographic map and have
 OX0114.an estimated accuracy of +/- 6 seconds.
 OX0114
 OX0114.The orthometric height was determined by differential leveling
 OX0114.and adjusted by the National Geodetic Survey in June 1991..
 OX0114
 OX0114.The geoid height was determined by GEOID03.
 OX0114
 OX0114.The dynamic height is computed by dividing the NAVD 88
 OX0114.geopotential number by the normal gravity value computed on the
 OX0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0114.degrees latitude (g = 980.6199 gals.).
 OX0114
 OX0114.The modeled gravity was interpolated from observed gravity values.
 OX0114
 OX0114;                    North         East    Units  Estimated Accuracy
 OX0114;SPC WY W     -   400,040.      733,400.      MT  (+/- 180 meters Scaled)
 OX0114
 OX0114                          SUPERSEDED SURVEY CONTROL
 OX0114
 OX0114  NGVD 29 (??/??/92) 1757.693  (m)         5766.70   (f) ADJ UNCH    2 0
 OX0114
 OX0114.Superseded values are not recommended for survey control.
 OX0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0114.See file dsdata.txt to determine how the superseded data were derived.
 OX0114
 OX0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN078828(NAD 83)
 OX0114_MARKER: DD = SURVEY DISK
 OX0114_SETTING: 80 = SET IN A BOULDER
 OX0114_SP_SET: BOULDER
 OX0114_STAMPING: K 11 1927
 OX0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0114+STABILITY: SURFACE MOTION
 OX0114
 OX0114  HISTORY     - Date     Condition        Report By
 OX0114  HISTORY     - 1927     MONUMENTED       USGS
 OX0114  HISTORY     - 1948     GOOD             NGS
 OX0114
 OX0114                          STATION DESCRIPTION
 OX0114
 OX0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OX0114'7.3 MI NE FROM ALPINE.
 OX0114'7.3 MILES NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST OFFICE
 OX0114'AT ALPINE, ON THE SOUTHWEST SLOPE OF A GRADE, 16.5 FEET NORTHWEST OF
 OX0114'THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A PROMINENT BOULDER
 OX0114'PROJECTING 3.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0020 ***********************************************************************
 PY0020  DESIGNATION -  K 11
 PY0020  PID         -  PY0020
 PY0020  STATE/COUNTY-  WY/PARK
 PY0020  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0020
 PY0020                         *CURRENT SURVEY CONTROL
 PY0020  ___________________________________________________________________
 PY0020* NAD 83(1986)-  44 44 50.     (N)    110 29 37.     (W)     SCALED    
 PY0020* NAVD 88     -      2444.674  (meters)    8020.57   (feet)  ADJUSTED  
 PY0020  ___________________________________________________________________
 PY0020  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0020  DYNAMIC HT  -        2443.089 (meters)    8015.37  (feet)  COMP
 PY0020  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 PY0020
 PY0020  VERT ORDER  -  FIRST     CLASS II
 PY0020
 PY0020.The horizontal coordinates were scaled from a topographic map and have
 PY0020.an estimated accuracy of +/- 6 seconds.
 PY0020
 PY0020.The orthometric height was determined by differential leveling
 PY0020.and adjusted by the National Geodetic Survey in June 1991..
 PY0020
 PY0020.The geoid height was determined by GEOID03.
 PY0020
 PY0020.The dynamic height is computed by dividing the NAVD 88
 PY0020.geopotential number by the normal gravity value computed on the
 PY0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0020.degrees latitude (g = 980.6199 gals.).
 PY0020
 PY0020.The modeled gravity was interpolated from observed gravity values.
 PY0020
 PY0020;                    North         East    Units  Estimated Accuracy
 PY0020;SPC WYWC     -   473,250.      461,930.      MT  (+/- 180 meters Scaled)
 PY0020
 PY0020                          SUPERSEDED SURVEY CONTROL
 PY0020
 PY0020  NGVD 29 (08/20/92) 2443.282  (m)         8016.00   (f) ADJUSTED    1 2
 PY0020
 PY0020.Superseded values are not recommended for survey control.
 PY0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0020.See file dsdata.txt to determine how the superseded data were derived.
 PY0020
 PY0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ400549(NAD 83)
 PY0020_MARKER: DB = BENCH MARK DISK
 PY0020_SETTING: 80 = SET IN A BOULDER
 PY0020_SP_SET: BOULDER
 PY0020_STAMPING: K 11 1923 8015.394
 PY0020_MARK LOGO: CGS   
 PY0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0020+STABILITY: SURFACE MOTION
 PY0020
 PY0020  HISTORY     - Date     Condition        Report By
 PY0020  HISTORY     - UNK      MONUMENTED       CGS
 PY0020  HISTORY     - 1958     GOOD             USGS
 PY0020  HISTORY     - 1987     GOOD             NGS
 PY0020
 PY0020                          STATION DESCRIPTION
 PY0020
 PY0020'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0020'2.5 MI N FROM CANYON JUNCTION.
 PY0020'CANYON JUNCTION, 0.8 MILES NORTH OF CANYON JUNCTION-TOWER JUNCTION
 PY0020'ROAD, 43 FEET EAST OF THE CENTERLINE HIGHWAY AND 9.0 FEET HIGHER THAN
 PY0020'THE ROAD IN A SMALL CLEARING.  TOP OF A BOULDER, A STANDARD U.S.C AND
 PY0020'G.S. DISK (NOT STAMPED) AND PROJECTING 1.0 FEET ABOVE GROUND.
 PY0020
 PY0020                          STATION RECOVERY (1987)
 PY0020
 PY0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0020'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.3 KM
 PY0020'(0.80 MI) NORTHERLY ALONG CANYON VILLAGE-TOWER JUNCTION HIGHWAY FROM
 PY0020'THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR THE CENTER OF
 PY0020'A 2.5 BY 4.0 FOOT BOULDER THAT PROJECTS 24-INCHES ABOVE THE GROUND
 PY0020'SURFACE, AT THE SUMMIT OF A HILL, AND 12.9 M (42.3 FT) EAST OF THE
 PY0020'CENTERLINE OF THE HIGHWAY.  NOTE--THE DISK IS STAMPED AS ABOVE.
 PY0020'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0291 ***********************************************************************
 MO0291  DESIGNATION -  K 110
 MO0291  PID         -  MO0291
 MO0291  STATE/COUNTY-  WY/PLATTE
 MO0291  USGS QUAD   -  WHITCOMB HILL (1990)
 MO0291
 MO0291                         *CURRENT SURVEY CONTROL
 MO0291  ___________________________________________________________________
 MO0291* NAD 83(1986)-  41 42 44.     (N)    104 54 39.     (W)     SCALED    
 MO0291* NAVD 88     -      1670.193  (meters)    5479.62   (feet)  ADJUSTED  
 MO0291  ___________________________________________________________________
 MO0291  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 MO0291  DYNAMIC HT  -        1668.932 (meters)    5475.49  (feet)  COMP
 MO0291  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 MO0291
 MO0291  VERT ORDER  -  FIRST     CLASS II
 MO0291
 MO0291.The horizontal coordinates were scaled from a topographic map and have
 MO0291.an estimated accuracy of +/- 6 seconds.
 MO0291
 MO0291.The orthometric height was determined by differential leveling
 MO0291.and adjusted by the National Geodetic Survey in June 1991..
 MO0291
 MO0291.The geoid height was determined by GEOID03.
 MO0291
 MO0291.The dynamic height is computed by dividing the NAVD 88
 MO0291.geopotential number by the normal gravity value computed on the
 MO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0291.degrees latitude (g = 980.6199 gals.).
 MO0291
 MO0291.The modeled gravity was interpolated from observed gravity values.
 MO0291
 MO0291;                    North         East    Units  Estimated Accuracy
 MO0291;SPC WY E     -   134,650.      221,290.      MT  (+/- 180 meters Scaled)
 MO0291
 MO0291                          SUPERSEDED SURVEY CONTROL
 MO0291
 MO0291  NGVD 29 (??/??/92) 1669.276  (m)         5476.62   (f) ADJ UNCH    1 2
 MO0291
 MO0291.Superseded values are not recommended for survey control.
 MO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0291.See file dsdata.txt to determine how the superseded data were derived.
 MO0291
 MO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG074178(NAD 83)
 MO0291_MARKER: DB = BENCH MARK DISK
 MO0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0291_STAMPING: K 110 1954
 MO0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0291+STABILITY: SURFACE MOTION
 MO0291
 MO0291  HISTORY     - Date     Condition        Report By
 MO0291  HISTORY     - 1954     MONUMENTED       CGS
 MO0291
 MO0291                          STATION DESCRIPTION
 MO0291
 MO0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0291'5.8 MI SW FROM CHUGWATER.
 MO0291'5.7 MILES SOUTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0291'THE STATION AT CHUGWATER, 0.25 MILE SOUTHWEST OF A PRIVATE ROAD
 MO0291'CROSSING, 163 FEET NORTH OF MILEPOST 183, 95.5 FEET NORTHWEST OF
 MO0291'THE NORTHWEST RAIL, 3 FEET SOUTHEAST OF A FENCE, 3 FEET SOUTHWEST
 MO0291'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0291'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0439 ***********************************************************************
 NQ0439  DESIGNATION -  K 111
 NQ0439  PID         -  NQ0439
 NQ0439  STATE/COUNTY-  WY/PLATTE
 NQ0439  USGS QUAD   -  WHEATLAND (1990)
 NQ0439
 NQ0439                         *CURRENT SURVEY CONTROL
 NQ0439  ___________________________________________________________________
 NQ0439* NAD 83(1986)-  42 00 05.     (N)    104 56 28.     (W)     SCALED    
 NQ0439* NAVD 88     -      1466.514  (meters)    4811.39   (feet)  ADJUSTED  
 NQ0439  ___________________________________________________________________
 NQ0439  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NQ0439  DYNAMIC HT  -        1465.541 (meters)    4808.20  (feet)  COMP
 NQ0439  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 NQ0439
 NQ0439  VERT ORDER  -  FIRST     CLASS II
 NQ0439
 NQ0439.The horizontal coordinates were scaled from a topographic map and have
 NQ0439.an estimated accuracy of +/- 6 seconds.
 NQ0439
 NQ0439.The orthometric height was determined by differential leveling
 NQ0439.and adjusted by the National Geodetic Survey in June 1991..
 NQ0439
 NQ0439.The geoid height was determined by GEOID03.
 NQ0439
 NQ0439.The dynamic height is computed by dividing the NAVD 88
 NQ0439.geopotential number by the normal gravity value computed on the
 NQ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0439.degrees latitude (g = 980.6199 gals.).
 NQ0439
 NQ0439.The modeled gravity was interpolated from observed gravity values.
 NQ0439
 NQ0439;                    North         East    Units  Estimated Accuracy
 NQ0439;SPC WY E     -   166,760.      218,690.      MT  (+/- 180 meters Scaled)
 NQ0439
 NQ0439                          SUPERSEDED SURVEY CONTROL
 NQ0439
 NQ0439  NGVD 29 (??/??/92) 1465.696  (m)         4808.70   (f) ADJ UNCH    1 2
 NQ0439
 NQ0439.Superseded values are not recommended for survey control.
 NQ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0439.See file dsdata.txt to determine how the superseded data were derived.
 NQ0439
 NQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG048499(NAD 83)
 NQ0439_MARKER: DB = BENCH MARK DISK
 NQ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0439_STAMPING: K 111 1954
 NQ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0439+STABILITY: SURFACE MOTION
 NQ0439
 NQ0439  HISTORY     - Date     Condition        Report By
 NQ0439  HISTORY     - 1954     MONUMENTED       CGS
 NQ0439
 NQ0439                          STATION DESCRIPTION
 NQ0439
 NQ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0439'4.2 MI S FROM WHEATLAND.
 NQ0439'4.25 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 NQ0439'THE STATION AT WHEATLAND, AT A ROAD CROSSING, 0.25 MILE SOUTH
 NQ0439'OF MILEPOST 210, 51.8 FEET WEST OF THE WEST RAIL, 42 FEET
 NQ0439'SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 37 FEET SOUTHWEST
 NQ0439'OF A CROSSING SIGN, 3 FEET WEST OF A FENCE CORNER, 2.7 FEET
 NQ0439'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NQ0439'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4
 NQ0439'OF SECTION 6, TOWNSHIP 23 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0179 ***********************************************************************
 OU0179  DESIGNATION -  K 112
 OU0179  PID         -  OU0179
 OU0179  STATE/COUNTY-  WY/NIOBRARA
 OU0179  USGS QUAD   -  WAGONHOUND CREEK NE (1981)
 OU0179
 OU0179                         *CURRENT SURVEY CONTROL
 OU0179  ___________________________________________________________________
 OU0179* NAD 83(1986)-  43 25 54.     (N)    104 52 06.     (W)     SCALED    
 OU0179* NAVD 88     -      1374.221  (meters)    4508.59   (feet)  ADJUSTED  
 OU0179  ___________________________________________________________________
 OU0179  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 OU0179  DYNAMIC HT  -        1373.504 (meters)    4506.24  (feet)  COMP
 OU0179  MODELED GRAV-     980,049.8   (mgal)                       NAVD 88
 OU0179
 OU0179  VERT ORDER  -  SECOND    CLASS 0
 OU0179
 OU0179.The horizontal coordinates were scaled from a topographic map and have
 OU0179.an estimated accuracy of +/- 6 seconds.
 OU0179
 OU0179.The orthometric height was determined by differential leveling
 OU0179.and adjusted by the National Geodetic Survey in June 1991..
 OU0179
 OU0179.The geoid height was determined by GEOID03.
 OU0179
 OU0179.The dynamic height is computed by dividing the NAVD 88
 OU0179.geopotential number by the normal gravity value computed on the
 OU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0179.degrees latitude (g = 980.6199 gals.).
 OU0179
 OU0179.The modeled gravity was interpolated from observed gravity values.
 OU0179
 OU0179;                    North         East    Units  Estimated Accuracy
 OU0179;SPC WY E     -   325,650.      224,150.      MT  (+/- 180 meters Scaled)
 OU0179
 OU0179                          SUPERSEDED SURVEY CONTROL
 OU0179
 OU0179  NGVD 29 (??/??/92) 1373.468  (m)         4506.12   (f) ADJ UNCH    2 0
 OU0179
 OU0179.Superseded values are not recommended for survey control.
 OU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0179.See file dsdata.txt to determine how the superseded data were derived.
 OU0179
 OU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ106087(NAD 83)
 OU0179_MARKER: DB = BENCH MARK DISK
 OU0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0179_STAMPING: K 112 1956
 OU0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0179+STABILITY: SURFACE MOTION
 OU0179
 OU0179  HISTORY     - Date     Condition        Report By
 OU0179  HISTORY     - 1956     MONUMENTED       CGS
 OU0179  HISTORY     - 1957     GOOD             NGS
 OU0179  HISTORY     - 1976     GOOD             USGS
 OU0179
 OU0179                          STATION DESCRIPTION
 OU0179
 OU0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0179'9.4 MI E FROM DULL CENTER.
 OU0179'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0179'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0179'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0179'3.65 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, AT THE
 OU0179'NORTHEAST SIDE OF A HILL, 224 FEET SOUTHWEST OF A FENCE CORNER,
 OU0179'57 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 1.8 FEET NORTHWEST
 OU0179'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OU0179'0.6 FOOT ABOVE THE GROUND, IN SECTION 23, TOWNSHIP 40 NORTH,
 OU0179'RANGE 67 WEST.
 OU0179
 OU0179                          STATION RECOVERY (1976)
 OU0179
 OU0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0179'NACHTMAN SCHOOL (DULL CENTER), 1.7 MILES EAST, THENCE, 3.3 MILES
 OU0179'NORTHEAST FROM, ALONG GRADED ROADS, THENCE, 3.5 MILES SOUTHEAST ALONG
 OU0179'TRACK ROAD, AT THE NORTHEAST SIDE OF A HILL. IN S. 23, T. 40 N., R.
 OU0179'67 W. 224 FEET SOUTHWEST OF A FENCE CORNER, 57 FEET SOUTHWEST OF THE
 OU0179'CENTER LINE OF THE ROAD. A STANDARD USC & GS DISK, SET IN THE TOP OF
 OU0179'A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND. STAMPED "K
 OU0179'112 1956."
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0114 ***********************************************************************
 NQ0114  DESIGNATION -  K 113
 NQ0114  PID         -  NQ0114
 NQ0114  STATE/COUNTY-  WY/PLATTE
 NQ0114  USGS QUAD   -  CASSA (1990)
 NQ0114
 NQ0114                         *CURRENT SURVEY CONTROL
 NQ0114  ___________________________________________________________________
 NQ0114* NAD 83(1986)-  42 22 51.     (N)    104 54 27.     (W)     SCALED    
 NQ0114* NAVD 88     -      1363.233  (meters)    4472.54   (feet)  ADJUSTED  
 NQ0114  ___________________________________________________________________
 NQ0114  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 NQ0114  DYNAMIC HT  -        1362.408 (meters)    4469.83  (feet)  COMP
 NQ0114  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 NQ0114
 NQ0114  VERT ORDER  -  FIRST     CLASS II
 NQ0114
 NQ0114.The horizontal coordinates were scaled from a topographic map and have
 NQ0114.an estimated accuracy of +/- 6 seconds.
 NQ0114
 NQ0114.The orthometric height was determined by differential leveling
 NQ0114.and adjusted by the National Geodetic Survey in June 1991..
 NQ0114
 NQ0114.The geoid height was determined by GEOID03.
 NQ0114
 NQ0114.The dynamic height is computed by dividing the NAVD 88
 NQ0114.geopotential number by the normal gravity value computed on the
 NQ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0114.degrees latitude (g = 980.6199 gals.).
 NQ0114
 NQ0114.The modeled gravity was interpolated from observed gravity values.
 NQ0114
 NQ0114;                    North         East    Units  Estimated Accuracy
 NQ0114;SPC WY E     -   208,910.      221,340.      MT  (+/- 180 meters Scaled)
 NQ0114
 NQ0114                          SUPERSEDED SURVEY CONTROL
 NQ0114
 NQ0114  NGVD 29 (??/??/92) 1362.461  (m)         4470.01   (f) ADJ UNCH    1 2
 NQ0114
 NQ0114.Superseded values are not recommended for survey control.
 NQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0114.See file dsdata.txt to determine how the superseded data were derived.
 NQ0114
 NQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG076920(NAD 83)
 NQ0114_MARKER: DB = BENCH MARK DISK
 NQ0114_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0114_SP_SET: ROCK LEDGE
 NQ0114_STAMPING: K 113 1956
 NQ0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0114+STABILITY: POSITION/ELEVATION WELL
 NQ0114
 NQ0114  HISTORY     - Date     Condition        Report By
 NQ0114  HISTORY     - 1956     MONUMENTED       CGS
 NQ0114
 NQ0114                          STATION DESCRIPTION
 NQ0114
 NQ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0114'12.1 MI SE FROM GLENDO.
 NQ0114'12.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0114'RAILROAD FROM THE STATION AT GLENDO, 0.6 MILE SOUTHEAST OF THE
 NQ0114'NORTHWEST END OF WENDOVER CANYON, 4 RAILS SOUTHEAST OF MILEPOST
 NQ0114'108, 14 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET ABOVE THE
 NQ0114'GROUND, 3 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A
 NQ0114'ROCK LEDGE, IN THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 28
 NQ0114'NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0087 ***********************************************************************
 MQ0087  DESIGNATION -  K 114
 MQ0087  PID         -  MQ0087
 MQ0087  STATE/COUNTY-  WY/SWEETWATER
 MQ0087  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0087
 MQ0087                         *CURRENT SURVEY CONTROL
 MQ0087  ___________________________________________________________________
 MQ0087* NAD 83(1986)-  41 32 57.     (N)    108 41 52.     (W)     SCALED    
 MQ0087* NAVD 88     -      2017.136  (meters)    6617.89   (feet)  ADJUSTED  
 MQ0087  ___________________________________________________________________
 MQ0087  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 MQ0087  DYNAMIC HT  -        2015.400 (meters)    6612.19  (feet)  COMP
 MQ0087  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 MQ0087
 MQ0087  VERT ORDER  -  FIRST     CLASS II
 MQ0087
 MQ0087.The horizontal coordinates were scaled from a topographic map and have
 MQ0087.an estimated accuracy of +/- 6 seconds.
 MQ0087
 MQ0087.The orthometric height was determined by differential leveling
 MQ0087.and adjusted by the National Geodetic Survey in June 1991..
 MQ0087
 MQ0087.The geoid height was determined by GEOID03.
 MQ0087
 MQ0087.The dynamic height is computed by dividing the NAVD 88
 MQ0087.geopotential number by the normal gravity value computed on the
 MQ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0087.degrees latitude (g = 980.6199 gals.).
 MQ0087
 MQ0087.The modeled gravity was interpolated from observed gravity values.
 MQ0087
 MQ0087;                    North         East    Units  Estimated Accuracy
 MQ0087;SPC WYWC     -   116,510.      604,360.      MT  (+/- 180 meters Scaled)
 MQ0087
 MQ0087                          SUPERSEDED SURVEY CONTROL
 MQ0087
 MQ0087  NGVD 29 (06/08/92) 2015.865  (m)         6613.72   (f) ADJUSTED    1 2
 MQ0087
 MQ0087.Superseded values are not recommended for survey control.
 MQ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0087.See file dsdata.txt to determine how the superseded data were derived.
 MQ0087
 MQ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM920022(NAD 83)
 MQ0087_MARKER: DB = BENCH MARK DISK
 MQ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0087_STAMPING: K 114 1956
 MQ0087_MARK LOGO: CGS   
 MQ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0087+STABILITY: SURFACE MOTION
 MQ0087
 MQ0087  HISTORY     - Date     Condition        Report By
 MQ0087  HISTORY     - 1956     MONUMENTED       CGS
 MQ0087  HISTORY     - 1983     GOOD             NGS
 MQ0087
 MQ0087                          STATION DESCRIPTION
 MQ0087
 MQ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0087'11.1 MI SE FROM POINT OF ROCKS.
 MQ0087'11.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0087'SIGN AT POINT OF ROCKS, 0.2 MILE NORTHWEST OF THE STATION SIGN AT
 MQ0087'BLACK BUTTES, 95.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MQ0087'SOUTHWEST TRACK, 19 FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 6.7
 MQ0087'FEET SOUTHEAST OF MILEPOST 766, 2 FEET NORTHWEST OF A WITNESS POST,
 MQ0087'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MQ0087'GROUND, IN THE SOUTHWEST 1/4 OF SECTION 9, TOWNSHIP 18 NORTH, RANGE
 MQ0087'100 WEST.
 MQ0087
 MQ0087                          STATION RECOVERY (1983)
 MQ0087
 MQ0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0020 ***********************************************************************
 MQ0020  DESIGNATION -  K 115
 MQ0020  PID         -  MQ0020
 MQ0020  STATE/COUNTY-  WY/SWEETWATER
 MQ0020  USGS QUAD   -  TIPTON (1970)
 MQ0020
 MQ0020                         *CURRENT SURVEY CONTROL
 MQ0020  ___________________________________________________________________
 MQ0020* NAD 83(1986)-  41 37 45.     (N)    108 19 02.     (W)     SCALED    
 MQ0020* NAVD 88     -      2112.770  (meters)    6931.65   (feet)  ADJUSTED  
 MQ0020  ___________________________________________________________________
 MQ0020  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 MQ0020  DYNAMIC HT  -        2110.879 (meters)    6925.44  (feet)  COMP
 MQ0020  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 MQ0020
 MQ0020  VERT ORDER  -  FIRST     CLASS II
 MQ0020
 MQ0020.The horizontal coordinates were scaled from a topographic map and have
 MQ0020.an estimated accuracy of +/- 6 seconds.
 MQ0020
 MQ0020.The orthometric height was determined by differential leveling
 MQ0020.and adjusted by the National Geodetic Survey in June 1991..
 MQ0020
 MQ0020.The geoid height was determined by GEOID03.
 MQ0020
 MQ0020.The dynamic height is computed by dividing the NAVD 88
 MQ0020.geopotential number by the normal gravity value computed on the
 MQ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0020.degrees latitude (g = 980.6199 gals.).
 MQ0020
 MQ0020.The modeled gravity was interpolated from observed gravity values.
 MQ0020
 MQ0020;                    North         East    Units  Estimated Accuracy
 MQ0020;SPC WYWC     -   125,480.      636,060.      MT  (+/- 180 meters Scaled)
 MQ0020
 MQ0020                          SUPERSEDED SURVEY CONTROL
 MQ0020
 MQ0020  NGVD 29 (06/08/92) 2111.481  (m)         6927.42   (f) ADJUSTED    1 2
 MQ0020
 MQ0020.Superseded values are not recommended for survey control.
 MQ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0020.See file dsdata.txt to determine how the superseded data were derived.
 MQ0020
 MQ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM234120(NAD 83)
 MQ0020_MARKER: DB = BENCH MARK DISK
 MQ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0020_STAMPING: K 115 1956
 MQ0020_MARK LOGO: CGS   
 MQ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0020+STABILITY: SURFACE MOTION
 MQ0020
 MQ0020  HISTORY     - Date     Condition        Report By
 MQ0020  HISTORY     - 1956     MONUMENTED       CGS
 MQ0020  HISTORY     - 1983     GOOD             NGS
 MQ0020
 MQ0020                          STATION DESCRIPTION
 MQ0020
 MQ0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0020'3.8 MI E FROM TABLE ROCK.
 MQ0020'3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0020'TABLE ROCK, 0.55 MILE EAST OF THE STATION SIGN AT ROBINSON, 79.4 FEET
 MQ0020'SOUTH OF THE SOUTH RAIL OF THE NORTH TRACK, 7.4 FEET EAST OF THE 3RD
 MQ0020'POLE EAST OF MILEPOST 743, 333 FEET SOUTH OF A FENCE, 2.5 FEET NORTH
 MQ0020'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MQ0020'0.5 FOOT ABOVE THE GROUND, IN SECTION 15, TOWNSHIP 19 NORTH, RANGE 97
 MQ0020'WEST.
 MQ0020
 MQ0020                          STATION RECOVERY (1983)
 MQ0020
 MQ0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0355 ***********************************************************************
 MP0355  DESIGNATION -  K 116
 MP0355  PID         -  MP0355
 MP0355  STATE/COUNTY-  WY/SWEETWATER
 MP0355  USGS QUAD   -  RINER (1981)
 MP0355
 MP0355                         *CURRENT SURVEY CONTROL
 MP0355  ___________________________________________________________________
 MP0355* NAD 83(1986)-  41 44 31.     (N)    107 30 58.     (W)     SCALED    
 MP0355* NAVD 88     -      2056.061  (meters)    6745.59   (feet)  ADJUSTED  
 MP0355  ___________________________________________________________________
 MP0355  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 MP0355  DYNAMIC HT  -        2054.256 (meters)    6739.67  (feet)  COMP
 MP0355  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 MP0355
 MP0355  VERT ORDER  -  FIRST     CLASS II
 MP0355
 MP0355.The horizontal coordinates were scaled from a topographic map and have
 MP0355.an estimated accuracy of +/- 6 seconds.
 MP0355
 MP0355.The orthometric height was determined by differential leveling
 MP0355.and adjusted by the National Geodetic Survey in June 1991..
 MP0355
 MP0355.The geoid height was determined by GEOID03.
 MP0355
 MP0355.The dynamic height is computed by dividing the NAVD 88
 MP0355.geopotential number by the normal gravity value computed on the
 MP0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0355.degrees latitude (g = 980.6199 gals.).
 MP0355
 MP0355.The modeled gravity was interpolated from observed gravity values.
 MP0355
 MP0355;                    North         East    Units  Estimated Accuracy
 MP0355;SPC WYWC     -   138,650.      702,640.      MT  (+/- 180 meters Scaled)
 MP0355
 MP0355                          SUPERSEDED SURVEY CONTROL
 MP0355
 MP0355  NGVD 29 (??/??/92) 2054.778  (m)         6741.38   (f) ADJ UNCH    1 2
 MP0355
 MP0355.Superseded values are not recommended for survey control.
 MP0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0355.See file dsdata.txt to determine how the superseded data were derived.
 MP0355
 MP0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG907241(NAD 83)
 MP0355_MARKER: DB = BENCH MARK DISK
 MP0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0355_STAMPING: K 116 1956
 MP0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0355+STABILITY: SURFACE MOTION
 MP0355
 MP0355  HISTORY     - Date     Condition        Report By
 MP0355  HISTORY     - 1956     MONUMENTED       CGS
 MP0355  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0355
 MP0355                          STATION DESCRIPTION
 MP0355
 MP0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0355'1.9 MI E FROM RINER.
 MP0355'1.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER TOWER
 MP0355'AT RINER, 3 POLES NORTHEAST OF MILEPOST 699, 87 FEET NORTH OF THE
 MP0355'NORTH RAIL OF THE NORTH TRACK, 2.7 FEET NORTH OF A FENCE, 4.6 FEET
 MP0355'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0355'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION
 MP0355'36, TOWNSHIP 21 NORTH, RANGE 90 WEST.
 MP0355
 MP0355                          STATION RECOVERY (1983)
 MP0355
 MP0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0382 ***********************************************************************
 MP0382  DESIGNATION -  K 117
 MP0382  PID         -  MP0382
 MP0382  STATE/COUNTY-  WY/SWEETWATER
 MP0382  USGS QUAD   -  WAMSUTTER (1981)
 MP0382
 MP0382                         *CURRENT SURVEY CONTROL
 MP0382  ___________________________________________________________________
 MP0382* NAD 83(1986)-  41 42 09.     (N)    107 53 57.     (W)     SCALED    
 MP0382* NAVD 88     -      2072.232  (meters)    6798.65   (feet)  ADJUSTED  
 MP0382  ___________________________________________________________________
 MP0382  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 MP0382  DYNAMIC HT  -        2070.394 (meters)    6792.62  (feet)  COMP
 MP0382  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 MP0382
 MP0382  VERT ORDER  -  FIRST     CLASS II
 MP0382
 MP0382.The horizontal coordinates were scaled from a topographic map and have
 MP0382.an estimated accuracy of +/- 6 seconds.
 MP0382
 MP0382.The orthometric height was determined by differential leveling
 MP0382.and adjusted by the National Geodetic Survey in June 1991..
 MP0382
 MP0382.The geoid height was determined by GEOID03.
 MP0382
 MP0382.The dynamic height is computed by dividing the NAVD 88
 MP0382.geopotential number by the normal gravity value computed on the
 MP0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0382.degrees latitude (g = 980.6199 gals.).
 MP0382
 MP0382.The modeled gravity was interpolated from observed gravity values.
 MP0382
 MP0382;                    North         East    Units  Estimated Accuracy
 MP0382;SPC WYWC     -   133,890.      670,820.      MT  (+/- 180 meters Scaled)
 MP0382
 MP0382                          SUPERSEDED SURVEY CONTROL
 MP0382
 MP0382  NGVD 29 (06/08/92) 2070.984  (m)         6794.55   (f) ADJUSTED    1 2
 MP0382
 MP0382.Superseded values are not recommended for survey control.
 MP0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0382.See file dsdata.txt to determine how the superseded data were derived.
 MP0382
 MP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG587208(NAD 83)
 MP0382_MARKER: DB = BENCH MARK DISK
 MP0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0382_STAMPING: K 117 1956
 MP0382_MARK LOGO: CGS   
 MP0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0382+STABILITY: SURFACE MOTION
 MP0382
 MP0382  HISTORY     - Date     Condition        Report By
 MP0382  HISTORY     - 1956     MONUMENTED       CGS
 MP0382  HISTORY     - 1983     GOOD             NGS
 MP0382
 MP0382                          STATION DESCRIPTION
 MP0382
 MP0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0382'4.4 MI E FROM WAMSUTTER.
 MP0382'4.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0382'WAMSUTTER, 8 1/2 POLES EAST OF MILEPOST 720, 85.6 FEET NORTH OF THE
 MP0382'NORTH RAIL OF THE NORTH TRACK, 37.8 FEET NORTH OF A FENCE, 5 FEET EAST
 MP0382'OF A TELEPHONE POLE, 5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 MP0382'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE
 MP0382'NORTHWEST 1/4 OF SECTION 20, TOWNSHIP 20 NORTH, RANGE 93 WEST.
 MP0382
 MP0382                          STATION RECOVERY (1983)
 MP0382
 MP0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0017 ***********************************************************************
 MQ0017  DESIGNATION -  K 118
 MQ0017  PID         -  MQ0017
 MQ0017  STATE/COUNTY-  WY/SWEETWATER
 MQ0017  USGS QUAD   -  TIPTON (1970)
 MQ0017
 MQ0017                         *CURRENT SURVEY CONTROL
 MQ0017  ___________________________________________________________________
 MQ0017* NAD 83(1986)-  41 37 40.     (N)    108 15 50.     (W)     SCALED    
 MQ0017* NAVD 88     -      2133.798  (meters)    7000.64   (feet)  ADJUSTED  
 MQ0017  ___________________________________________________________________
 MQ0017  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 MQ0017  DYNAMIC HT  -        2131.873 (meters)    6994.32  (feet)  COMP
 MQ0017  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 MQ0017
 MQ0017  VERT ORDER  -  FIRST     CLASS II
 MQ0017
 MQ0017.The horizontal coordinates were scaled from a topographic map and have
 MQ0017.an estimated accuracy of +/- 6 seconds.
 MQ0017
 MQ0017.The orthometric height was determined by differential leveling
 MQ0017.and adjusted by the National Geodetic Survey in June 1991..
 MQ0017
 MQ0017.The geoid height was determined by GEOID03.
 MQ0017
 MQ0017.The dynamic height is computed by dividing the NAVD 88
 MQ0017.geopotential number by the normal gravity value computed on the
 MQ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0017.degrees latitude (g = 980.6199 gals.).
 MQ0017
 MQ0017.The modeled gravity was interpolated from observed gravity values.
 MQ0017
 MQ0017;                    North         East    Units  Estimated Accuracy
 MQ0017;SPC WYWC     -   125,350.      640,510.      MT  (+/- 180 meters Scaled)
 MQ0017
 MQ0017                          SUPERSEDED SURVEY CONTROL
 MQ0017
 MQ0017  NGVD 29 (??/??/92) 2132.393  (m)         6996.03   (f) ADJ UNCH    1 2
 MQ0017
 MQ0017.Superseded values are not recommended for survey control.
 MQ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0017.See file dsdata.txt to determine how the superseded data were derived.
 MQ0017
 MQ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM279120(NAD 83)
 MQ0017_MARKER: DB = BENCH MARK DISK
 MQ0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0017_SP_SET: CONCRETE TOP
 MQ0017_STAMPING: K 118 1956
 MQ0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0017
 MQ0017  HISTORY     - Date     Condition        Report By
 MQ0017  HISTORY     - 1956     MONUMENTED       CGS
 MQ0017  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0017
 MQ0017                          STATION DESCRIPTION
 MQ0017
 MQ0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0017'7.2 MI W FROM RED DESERT.
 MQ0017'7.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0017'AT RED DESERT, 3 POLES NORTHEAST OF MILEPOST 740, 171 FEET NORTHWEST
 MQ0017'OF THE STATION SIGN AT TIPTON, 101.6 FEET NORTHWEST OF THE NORTHWEST
 MQ0017'RAIL OF THE NORTHWEST MAIN LINE TRACK, 0.6 FOOT ABOVE THE GROUND, SET
 MQ0017'IN THE TOP OF THE SOUTHWEST SIDE OF THE CONCRETE TOP OF AN UNDERGROUND
 MQ0017'WATER TANK, IN SECTION 18, TOWNSHIP 19 NORTH, RANGE 96 WEST.
 MQ0017
 MQ0017                          STATION RECOVERY (1983)
 MQ0017
 MQ0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0165 ***********************************************************************
 NQ0165  DESIGNATION -  K 119
 NQ0165  PID         -  NQ0165
 NQ0165  STATE/COUNTY-  WY/PLATTE
 NQ0165  USGS QUAD   -  WHEATLAND (1990)
 NQ0165
 NQ0165                         *CURRENT SURVEY CONTROL
 NQ0165  ___________________________________________________________________
 NQ0165* NAD 83(1986)-  42 03 16.     (N)    104 56 17.     (W)     SCALED    
 NQ0165* NAVD 88     -      1456.524  (meters)    4778.61   (feet)  ADJUSTED  
 NQ0165  ___________________________________________________________________
 NQ0165  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 NQ0165  DYNAMIC HT  -        1455.572 (meters)    4775.49  (feet)  COMP
 NQ0165  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 NQ0165
 NQ0165  VERT ORDER  -  FIRST     CLASS II
 NQ0165
 NQ0165.The horizontal coordinates were scaled from a topographic map and have
 NQ0165.an estimated accuracy of +/- 6 seconds.
 NQ0165
 NQ0165.The orthometric height was determined by differential leveling
 NQ0165.and adjusted by the National Geodetic Survey in June 1991..
 NQ0165
 NQ0165.The geoid height was determined by GEOID03.
 NQ0165
 NQ0165.The dynamic height is computed by dividing the NAVD 88
 NQ0165.geopotential number by the normal gravity value computed on the
 NQ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0165.degrees latitude (g = 980.6199 gals.).
 NQ0165
 NQ0165.The modeled gravity was interpolated from observed gravity values.
 NQ0165
 NQ0165;                    North         East    Units  Estimated Accuracy
 NQ0165;SPC WY E     -   172,650.      218,920.      MT  (+/- 180 meters Scaled)
 NQ0165
 NQ0165                          SUPERSEDED SURVEY CONTROL
 NQ0165
 NQ0165  NGVD 29 (??/??/92) 1455.716  (m)         4775.96   (f) ADJ UNCH    1 2
 NQ0165
 NQ0165.Superseded values are not recommended for survey control.
 NQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0165.See file dsdata.txt to determine how the superseded data were derived.
 NQ0165
 NQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG051558(NAD 83)
 NQ0165_MARKER: DB = BENCH MARK DISK
 NQ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0165_STAMPING: K 119 1956
 NQ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0165+STABILITY: SURFACE MOTION
 NQ0165
 NQ0165  HISTORY     - Date     Condition        Report By
 NQ0165  HISTORY     - 1956     MONUMENTED       CGS
 NQ0165
 NQ0165                          STATION DESCRIPTION
 NQ0165
 NQ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0165'0.8 MI E FROM WHEATLAND.
 NQ0165'0.7 MILE EAST ALONG STATE SECONDARY HIGHWAY 158 FROM THE COLORADO
 NQ0165'AND SOUTHERN RAILROAD STATION AT WHEATLAND, THENCE 0.15 MILE
 NQ0165'NORTH ALONG A GRAVELED ROAD, AT THE WHEATLAND AIRPORT, 335 FEET
 NQ0165'SOUTH OF THE CENTER LINE OF THE EAST AND WEST RUNWAY, 105 FEET
 NQ0165'WEST OF THE CENTER LINE OF A GRAVELED ROAD, 1.3 FEET NORTH OF THE
 NQ0165'NORTHWEST CORNER OF THE NORTH SHEET METAL HANGAR, SET IN THE
 NQ0165'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND,
 NQ0165'IN SECTION 18, TOWNSHIP 24 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0036 ***********************************************************************
 PY0036  DESIGNATION -  K 12
 PY0036  PID         -  PY0036
 PY0036  STATE/COUNTY-  WY/PARK
 PY0036  USGS QUAD   -  SYLVAN LAKE (1991)
 PY0036
 PY0036                         *CURRENT SURVEY CONTROL
 PY0036  ___________________________________________________________________
 PY0036* NAD 83(1986)-  44 28 44.     (N)    110 09 33.     (W)     SCALED    
 PY0036* NAVD 88     -      2565.926  (meters)    8418.38   (feet)  ADJUSTED  
 PY0036  ___________________________________________________________________
 PY0036  GEOID HEIGHT-          -7.72  (meters)                     GEOID03
 PY0036  DYNAMIC HT  -        2564.232 (meters)    8412.82  (feet)  COMP
 PY0036  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 PY0036
 PY0036  VERT ORDER  -  FIRST     CLASS II
 PY0036
 PY0036.The horizontal coordinates were scaled from a topographic map and have
 PY0036.an estimated accuracy of +/- 6 seconds.
 PY0036
 PY0036.The orthometric height was determined by differential leveling
 PY0036.and adjusted by the National Geodetic Survey in June 1991..
 PY0036
 PY0036.The geoid height was determined by GEOID03.
 PY0036
 PY0036.The dynamic height is computed by dividing the NAVD 88
 PY0036.geopotential number by the normal gravity value computed on the
 PY0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0036.degrees latitude (g = 980.6199 gals.).
 PY0036
 PY0036.The modeled gravity was interpolated from observed gravity values.
 PY0036
 PY0036;                    North         East    Units  Estimated Accuracy
 PY0036;SPC WYWC     -   442,930.      487,900.      MT  (+/- 180 meters Scaled)
 PY0036
 PY0036                          SUPERSEDED SURVEY CONTROL
 PY0036
 PY0036  NGVD 29 (08/20/92) 2564.625  (m)         8414.11   (f) ADJUSTED    1 2
 PY0036
 PY0036.Superseded values are not recommended for survey control.
 PY0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0036.See file dsdata.txt to determine how the superseded data were derived.
 PY0036
 PY0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ668254(NAD 83)
 PY0036_MARKER: DB = BENCH MARK DISK
 PY0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0036_SP_SET: CONCRETE POST
 PY0036_STAMPING: K 12 1923 8413.920
 PY0036_MARK LOGO: CGS   
 PY0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0036+STABILITY: SURFACE MOTION
 PY0036
 PY0036  HISTORY     - Date     Condition        Report By
 PY0036  HISTORY     - 1923     MONUMENTED       CGS
 PY0036  HISTORY     - 1934     GOOD             NGS
 PY0036  HISTORY     - 1987     GOOD             NGS
 PY0036
 PY0036                          STATION DESCRIPTION
 PY0036
 PY0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0036'16.9 MI E FROM LAKE JUNCTION.
 PY0036'16.9 MILES EAST ALONG THE LAKE JUNCTION-EAST ENTRANCE ROAD FROM LAKE
 PY0036'JUNCTION, YELLOWSTONE NATIONAL PARK, 30 FEET FROM THE EDGE OF SYLVAN
 PY0036'LAKE, 60 FEET SOUTH OF THE ROAD, AND 4 FEET HIGHER THAN THE ROAD.  A
 PY0036'STANDARD DISK, STAMPED 8413.920 K 12 1923 AND SET IN THE TOP OF A
 PY0036'CONCRETE POST PROJECTING 14 INCHES ABOVE GROUND.
 PY0036
 PY0036                          STATION RECOVERY (1987)
 PY0036
 PY0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0233 ***********************************************************************
 PV0233  DESIGNATION -  K 121
 PV0233  PID         -  PV0233
 PV0233  STATE/COUNTY-  WY/CAMPBELL
 PV0233  USGS QUAD   -  FORTIN DRAW (1971)
 PV0233
 PV0233                         *CURRENT SURVEY CONTROL
 PV0233  ___________________________________________________________________
 PV0233* NAD 83(1986)-  44 17 15.     (N)    105 22 09.     (W)     SCALED    
 PV0233* NAVD 88     -      1340.849  (meters)    4399.10   (feet)  ADJUSTED  
 PV0233  ___________________________________________________________________
 PV0233  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PV0233  DYNAMIC HT  -        1340.317 (meters)    4397.36  (feet)  COMP
 PV0233  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 PV0233
 PV0233  VERT ORDER  -  FIRST     CLASS II
 PV0233
 PV0233.The horizontal coordinates were scaled from a topographic map and have
 PV0233.an estimated accuracy of +/- 6 seconds.
 PV0233
 PV0233.The orthometric height was determined by differential leveling
 PV0233.and adjusted by the National Geodetic Survey in June 1991..
 PV0233
 PV0233.The geoid height was determined by GEOID03.
 PV0233
 PV0233.The dynamic height is computed by dividing the NAVD 88
 PV0233.geopotential number by the normal gravity value computed on the
 PV0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0233.degrees latitude (g = 980.6199 gals.).
 PV0233
 PV0233.The modeled gravity was interpolated from observed gravity values.
 PV0233
 PV0233;                    North         East    Units  Estimated Accuracy
 PV0233;SPC WY E     -   420,710.      183,840.      MT  (+/- 180 meters Scaled)
 PV0233
 PV0233                          SUPERSEDED SURVEY CONTROL
 PV0233
 PV0233  NGVD 29 (??/??/92) 1340.227  (m)         4397.06   (f) ADJ UNCH    1 2
 PV0233
 PV0233.Superseded values are not recommended for survey control.
 PV0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0233.See file dsdata.txt to determine how the superseded data were derived.
 PV0233
 PV0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK705038(NAD 83)
 PV0233_MARKER: DB = BENCH MARK DISK
 PV0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0233_STAMPING: K 121 1957
 PV0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0233+STABILITY: SURFACE MOTION
 PV0233
 PV0233  HISTORY     - Date     Condition        Report By
 PV0233  HISTORY     - 1957     MONUMENTED       CGS
 PV0233  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0233
 PV0233                          STATION DESCRIPTION
 PV0233
 PV0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0233'6.8 MI E FROM GILLETTE.
 PV0233'6.75 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0233'FROM THE STATION AT GILLETTE, 0.25 MILE WEST OF THE STATION
 PV0233'SIGN AT MINTURN, 9 RAILS WEST OF THE PHONE BOOTH, 141 FEET SOUTH
 PV0233'OF THE SOUTH RAIL OF THE MAIN TRACK, 41 FEET WEST OF A STEEL
 PV0233'FENCE POST, 2 1/2 FEET NORTH OF THE FENCE LINE, 1 FOOT WEST OF
 PV0233'A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE TOP OF THE TRACK
 PV0233'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PV0233
 PV0233                          STATION RECOVERY (1985)
 PV0233
 PV0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0233'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0286 ***********************************************************************
 PV0286  DESIGNATION -  K 122
 PV0286  PID         -  PV0286
 PV0286  STATE/COUNTY-  WY/CAMPBELL
 PV0286  USGS QUAD   -  ORIVA (1971)
 PV0286
 PV0286                         *CURRENT SURVEY CONTROL
 PV0286  ___________________________________________________________________
 PV0286* NAD 83(1986)-  44 21 41.     (N)    105 44 46.     (W)     SCALED    
 PV0286* NAVD 88     -      1353.905  (meters)    4441.94   (feet)  ADJUSTED  
 PV0286  ___________________________________________________________________
 PV0286  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 PV0286  DYNAMIC HT  -        1353.329 (meters)    4440.05  (feet)  COMP
 PV0286  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 PV0286
 PV0286  VERT ORDER  -  FIRST     CLASS II
 PV0286
 PV0286.The horizontal coordinates were scaled from a topographic map and have
 PV0286.an estimated accuracy of +/- 6 seconds.
 PV0286
 PV0286.The orthometric height was determined by differential leveling
 PV0286.and adjusted by the National Geodetic Survey in June 1991..
 PV0286
 PV0286.The geoid height was determined by GEOID03.
 PV0286
 PV0286.The dynamic height is computed by dividing the NAVD 88
 PV0286.geopotential number by the normal gravity value computed on the
 PV0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0286.degrees latitude (g = 980.6199 gals.).
 PV0286
 PV0286.The modeled gravity was interpolated from observed gravity values.
 PV0286
 PV0286;                    North         East    Units  Estimated Accuracy
 PV0286;SPC WY E     -   429,070.      153,810.      MT  (+/- 180 meters Scaled)
 PV0286
 PV0286                          SUPERSEDED SURVEY CONTROL
 PV0286
 PV0286  NGVD 29 (??/??/92) 1353.213  (m)         4439.67   (f) ADJ UNCH    1 2
 PV0286
 PV0286.Superseded values are not recommended for survey control.
 PV0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0286.See file dsdata.txt to determine how the superseded data were derived.
 PV0286
 PV0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK405122(NAD 83)
 PV0286_MARKER: DB = BENCH MARK DISK
 PV0286_SETTING: 66 = SET IN ROCK OUTCROP
 PV0286_SP_SET: ROCK LEDGE
 PV0286_STAMPING: K 122 1957
 PV0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0286+STABILITY: POSITION/ELEVATION WELL
 PV0286
 PV0286  HISTORY     - Date     Condition        Report By
 PV0286  HISTORY     - 1957     MONUMENTED       CGS
 PV0286
 PV0286                          STATION DESCRIPTION
 PV0286
 PV0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0286'14.4 MI NW FROM GILLETTE.
 PV0286'ABOUT 14.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON
 PV0286'AND QUINCY RAILROAD FROM THE STATION AT GILLETTE, ABOUT 135
 PV0286'YARDS EAST OF THE EAST END OF A CUT, ABOUT 130 YARDS NORTHEAST
 PV0286'AND ACROSS THE TRACK FROM A SMALL GROVE OF COTTONWOODS THAT
 PV0286'ARE GROWING IN A GULLY, NEAR THE CENTER OF A SANDSTONE LEDGE,
 PV0286'151 FEET SOUTHEAST OF THE CENTER OF A GATE, 53.5 FEET NORTH-NORTHEAST
 PV0286'OF THE NEAR RAIL, 35 FEET SOUTH-SOUTHWEST OF THE FENCE LINE,
 PV0286'8 INCHES NORTH OF THE SOUTH EDGE OF THE LEDGE AND ABOUT LEVEL
 PV0286'WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0003 ***********************************************************************
 PW0003  DESIGNATION -  K 123
 PW0003  PID         -  PW0003
 PW0003  STATE/COUNTY-  WY/SHERIDAN
 PW0003  USGS QUAD   -  LARIAT (1972)
 PW0003
 PW0003                         *CURRENT SURVEY CONTROL
 PW0003  ___________________________________________________________________
 PW0003* NAD 83(1986)-  44 34 28.     (N)    106 00 44.     (W)     SCALED    
 PW0003* NAVD 88     -      1186.836  (meters)    3893.81   (feet)  ADJUSTED  
 PW0003  ___________________________________________________________________
 PW0003  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 PW0003  DYNAMIC HT  -        1186.392 (meters)    3892.35  (feet)  COMP
 PW0003  MODELED GRAV-     980,202.6   (mgal)                       NAVD 88
 PW0003
 PW0003  VERT ORDER  -  FIRST     CLASS II
 PW0003
 PW0003.The horizontal coordinates were scaled from a topographic map and have
 PW0003.an estimated accuracy of +/- 6 seconds.
 PW0003
 PW0003.The orthometric height was determined by differential leveling
 PW0003.and adjusted by the National Geodetic Survey in June 1991..
 PW0003
 PW0003.The geoid height was determined by GEOID03.
 PW0003
 PW0003.The dynamic height is computed by dividing the NAVD 88
 PW0003.geopotential number by the normal gravity value computed on the
 PW0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0003.degrees latitude (g = 980.6199 gals.).
 PW0003
 PW0003.The modeled gravity was interpolated from observed gravity values.
 PW0003
 PW0003;                    North         East    Units  Estimated Accuracy
 PW0003;SPC WYEC     -   553,430.      504,930.      MT  (+/- 180 meters Scaled)
 PW0003
 PW0003                          SUPERSEDED SURVEY CONTROL
 PW0003
 PW0003  NGVD 29 (??/??/92) 1186.167  (m)         3891.62   (f) ADJ UNCH    1 2
 PW0003
 PW0003.Superseded values are not recommended for survey control.
 PW0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0003.See file dsdata.txt to determine how the superseded data were derived.
 PW0003
 PW0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK196361(NAD 83)
 PW0003_MARKER: DB = BENCH MARK DISK
 PW0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0003_STAMPING: K 123 1957
 PW0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0003+STABILITY: SURFACE MOTION
 PW0003
 PW0003  HISTORY     - Date     Condition        Report By
 PW0003  HISTORY     - 1957     MONUMENTED       CGS
 PW0003
 PW0003                          STATION DESCRIPTION
 PW0003
 PW0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0003'9.2 MI SE FROM ARVADA.
 PW0003'9.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0003'FROM THE STATION AT ARVADA, 20 FEET SOUTHEAST OF THE 8TH POLE
 PW0003'SOUTHEAST OF MILEPOST 632, 48 FEET NORTHEAST OF THE NORTHEAST RAIL, 4
 PW0003'FEET NORTHEAST OF THE FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 PW0003'WITNESS POST, 3 1/2 FEET BELOW THE TRACK AND IN THE TOP OF A CONCRETE
 PW0003'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0060 ***********************************************************************
 OU0060  DESIGNATION -  K 124
 OU0060  PID         -  OU0060
 OU0060  STATE/COUNTY-  WY/WESTON
 OU0060  USGS QUAD   -  PEDRO (1972)
 OU0060
 OU0060                         *CURRENT SURVEY CONTROL
 OU0060  ___________________________________________________________________
 OU0060* NAD 83(1986)-  43 53 14.     (N)    104 18 52.     (W)     SCALED    
 OU0060* NAVD 88     -      1271.610  (meters)    4171.94   (feet)  ADJUSTED  
 OU0060  ___________________________________________________________________
 OU0060  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 OU0060  DYNAMIC HT  -        1271.055 (meters)    4170.12  (feet)  COMP
 OU0060  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 OU0060
 OU0060  VERT ORDER  -  FIRST     CLASS II
 OU0060
 OU0060.This mark is at Mondell Field Airport (ECS)
 OU0060
 OU0060.The horizontal coordinates were scaled from a topographic map and have
 OU0060.an estimated accuracy of +/- 6 seconds.
 OU0060
 OU0060.The orthometric height was determined by differential leveling
 OU0060.and adjusted by the National Geodetic Survey in June 1991..
 OU0060.WARNING-Repeat measurements at this control monument indicate possible
 OU0060.vertical movement.
 OU0060
 OU0060.The geoid height was determined by GEOID03.
 OU0060
 OU0060.The dynamic height is computed by dividing the NAVD 88
 OU0060.geopotential number by the normal gravity value computed on the
 OU0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0060.degrees latitude (g = 980.6199 gals.).
 OU0060
 OU0060.The modeled gravity was interpolated from observed gravity values.
 OU0060
 OU0060;                    North         East    Units  Estimated Accuracy
 OU0060;SPC WY E     -   376,570.      268,480.      MT  (+/- 180 meters Scaled)
 OU0060
 OU0060                          SUPERSEDED SURVEY CONTROL
 OU0060
 OU0060  NGVD 29 (??/??/92) 1270.889  (m)         4169.57   (f) ADJ UNCH    1 2
 OU0060
 OU0060.Superseded values are not recommended for survey control.
 OU0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0060.See file dsdata.txt to determine how the superseded data were derived.
 OU0060
 OU0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ550595(NAD 83)
 OU0060_MARKER: DB = BENCH MARK DISK
 OU0060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0060_SP_SET: COPPER-CLAD STEEL ROD
 OU0060_STAMPING: K 124 1957
 OU0060_MARK LOGO: CGS   
 OU0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0060
 OU0060  HISTORY     - Date     Condition        Report By
 OU0060  HISTORY     - 1957     MONUMENTED       CGS
 OU0060  HISTORY     - 1985     GOOD             NGS
 OU0060
 OU0060                          STATION DESCRIPTION
 OU0060
 OU0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0060'6.4 MI NW FROM NEWCASTLE.
 OU0060'ABOUT 6.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0060'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, ABOUT 110 YARDS
 OU0060'SOUTHWEST AND ACROSS THE TRACK AND U.S. HIGHWAY 16 FROM MILEPOST
 OU0060'527, 103 YARDS SOUTHEAST OF THE SOUTH CORNER OF THE OFFICE
 OU0060'BUILDING AT MONDELL AIRPORT, 4 FEET SOUTH OF THE MOST EASTERLY
 OU0060'ONE OF A GROUP OF HANGARS, A DISK ON A 5/8-INCH COPPER COATED
 OU0060'ROD THAT IS DRIVEN TO A DEPTH OF 19 FEET AND IS ENCASED IN A
 OU0060'6-INCH TILE THAT PROJECTS 2 INCHES.
 OU0060
 OU0060                          STATION RECOVERY (1985)
 OU0060
 OU0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0060'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--10.55 KM (6.6 MI) NORTHWEST
 OU0060'ALONG US HIGHWAY 16 FROM THE COUNTY COURTHOUSE AT NEWCASTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0054 ***********************************************************************
 OU0054  DESIGNATION -  K 125
 OU0054  PID         -  OU0054
 OU0054  STATE/COUNTY-  WY/WESTON
 OU0054  USGS QUAD   -  OSAGE SE (1979)
 OU0054
 OU0054                         *CURRENT SURVEY CONTROL
 OU0054  ___________________________________________________________________
 OU0054* NAD 83(1986)-  43 51 43.     (N)    104 15 51.     (W)     SCALED    
 OU0054* NAVD 88     -      1296.648  (meters)    4254.09   (feet)  ADJUSTED  
 OU0054  ___________________________________________________________________
 OU0054  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OU0054  DYNAMIC HT  -        1296.079 (meters)    4252.22  (feet)  COMP
 OU0054  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 OU0054
 OU0054  VERT ORDER  -  FIRST     CLASS II
 OU0054
 OU0054.The horizontal coordinates were scaled from a topographic map and have
 OU0054.an estimated accuracy of +/- 6 seconds.
 OU0054
 OU0054.The orthometric height was determined by differential leveling
 OU0054.and adjusted by the National Geodetic Survey in June 1991..
 OU0054
 OU0054.The geoid height was determined by GEOID03.
 OU0054
 OU0054.The dynamic height is computed by dividing the NAVD 88
 OU0054.geopotential number by the normal gravity value computed on the
 OU0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0054.degrees latitude (g = 980.6199 gals.).
 OU0054
 OU0054.The modeled gravity was interpolated from observed gravity values.
 OU0054
 OU0054;                    North         East    Units  Estimated Accuracy
 OU0054;SPC WY E     -   373,810.      272,550.      MT  (+/- 180 meters Scaled)
 OU0054
 OU0054                          SUPERSEDED SURVEY CONTROL
 OU0054
 OU0054  NGVD 29 (??/??/92) 1296.002  (m)         4251.97   (f) ADJ UNCH    1 2
 OU0054
 OU0054.Superseded values are not recommended for survey control.
 OU0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0054.See file dsdata.txt to determine how the superseded data were derived.
 OU0054
 OU0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ591568(NAD 83)
 OU0054_MARKER: DB = BENCH MARK DISK
 OU0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OU0054_SP_SET: BRIDGE ABUTMENT
 OU0054_STAMPING: K 125 1957
 OU0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0054
 OU0054  HISTORY     - Date     Condition        Report By
 OU0054  HISTORY     - 1957     MONUMENTED       CGS
 OU0054
 OU0054                          STATION DESCRIPTION
 OU0054
 OU0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0054'3.2 MI W FROM NEWCASTLE.
 OU0054'ABOUT 3.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OU0054'RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 23, T.45 N.,
 OU0054'R.62 W., 6 POLES EAST OF MILEPOST 524, IN THE TOP OF THE NORTH
 OU0054'END OF THE WEST ABUTMENT OF BRIDGE 523.86, 6 FEET NORTH OF THE
 OU0054'NORTH RAIL AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0095 ***********************************************************************
 PV0095  DESIGNATION -  K 126
 PV0095  PID         -  PV0095
 PV0095  STATE/COUNTY-  WY/WESTON
 PV0095  USGS QUAD   -  UPTON EAST (1984)
 PV0095
 PV0095                         *CURRENT SURVEY CONTROL
 PV0095  ___________________________________________________________________
 PV0095* NAD 83(1986)-  44 04 52.     (N)    104 36 15.     (W)     SCALED    
 PV0095* NAVD 88     -      1297.011  (meters)    4255.28   (feet)  ADJUSTED  
 PV0095  ___________________________________________________________________
 PV0095  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0095  DYNAMIC HT  -        1296.488 (meters)    4253.56  (feet)  COMP
 PV0095  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 PV0095
 PV0095  VERT ORDER  -  FIRST     CLASS II
 PV0095
 PV0095.The horizontal coordinates were scaled from a topographic map and have
 PV0095.an estimated accuracy of +/- 6 seconds.
 PV0095
 PV0095.The orthometric height was determined by differential leveling
 PV0095.and adjusted by the National Geodetic Survey in June 1991..
 PV0095
 PV0095.The geoid height was determined by GEOID03.
 PV0095
 PV0095.The dynamic height is computed by dividing the NAVD 88
 PV0095.geopotential number by the normal gravity value computed on the
 PV0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0095.degrees latitude (g = 980.6199 gals.).
 PV0095
 PV0095.The modeled gravity was interpolated from observed gravity values.
 PV0095
 PV0095;                    North         East    Units  Estimated Accuracy
 PV0095;SPC WY E     -   397,920.      245,050.      MT  (+/- 180 meters Scaled)
 PV0095
 PV0095                          SUPERSEDED SURVEY CONTROL
 PV0095
 PV0095  NGVD 29 (??/??/92) 1296.39   (m)         4253.2    (f) COMPUTED    1 2
 PV0095
 PV0095.Superseded values are not recommended for survey control.
 PV0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0095.See file dsdata.txt to determine how the superseded data were derived.
 PV0095
 PV0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ316809(NAD 83)
 PV0095_MARKER: DB = BENCH MARK DISK
 PV0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0095_SP_SET: CONCRETE POST
 PV0095_STAMPING: K 126 1957
 PV0095_MARK LOGO: CGS   
 PV0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0095+STABILITY: SURFACE MOTION
 PV0095
 PV0095  HISTORY     - Date     Condition        Report By
 PV0095  HISTORY     - 1957     MONUMENTED       CGS
 PV0095  HISTORY     - 1979     MARK NOT FOUND   USGS
 PV0095  HISTORY     - 19800115 MARK NOT FOUND   LOCENG
 PV0095
 PV0095                          STATION DESCRIPTION
 PV0095
 PV0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0095'1.7 MI SE FROM UPTON.
 PV0095'1.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0095'RAILROAD FROM THE STATION AT UPTON, 23 FEET NORTHWEST OF THE
 PV0095'10TH POLE NORTHWEST OF MILEPOST 547, 44 1/2 FEET NORTHEAST OF THE
 PV0095'NORTHEAST RAIL, 2 FEET NORTHEAST OF THE FENCE LINE, 2 1/2 FEET
 PV0095'NORTHWEST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE TRACK
 PV0095'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PV0095
 PV0095                          STATION RECOVERY (1979)
 PV0095
 PV0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0095'MARK NOT FOUND.
 PV0095
 PV0095                          STATION RECOVERY (1980)
 PV0095
 PV0095'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 PV0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0678 ***********************************************************************
 PV0678  DESIGNATION -  K 126 RESET
 PV0678  PID         -  PV0678
 PV0678  STATE/COUNTY-  WY/WESTON
 PV0678  USGS QUAD   -  UPTON EAST (1984)
 PV0678
 PV0678                         *CURRENT SURVEY CONTROL
 PV0678  ___________________________________________________________________
 PV0678* NAD 83(1986)-  44 04 52.     (N)    104 36 15.     (W)     SCALED    
 PV0678* NAVD 88     -      1297.46   (meters)    4256.8    (feet)  RESET     
 PV0678  ___________________________________________________________________
 PV0678  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0678
 PV0678  VERT ORDER  -  THIRD
 PV0678
 PV0678.The horizontal coordinates were scaled from a topographic map and have
 PV0678.an estimated accuracy of +/- 6 seconds.
 PV0678
 PV0678.The orthometric height was computed from unverified reset data.
 PV0678
 PV0678.The geoid height was determined by GEOID03.
 PV0678
 PV0678;                    North         East    Units  Estimated Accuracy
 PV0678;SPC WY E     -   397,920.      245,050.      MT  (+/- 180 meters Scaled)
 PV0678
 PV0678                          SUPERSEDED SURVEY CONTROL
 PV0678
 PV0678.No superseded survey control is available for this station.
 PV0678
 PV0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ316809(NAD 83)
 PV0678_MARKER: DV = VERTICAL CONTROL DISK
 PV0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0678_SP_SET: CONCRETE POST
 PV0678_STAMPING: K 126 RESET 1979
 PV0678_MARK LOGO: NGS   
 PV0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0678+STABILITY: SURFACE MOTION
 PV0678
 PV0678  HISTORY     - Date     Condition        Report By
 PV0678  HISTORY     - 1980     MONUMENTED       LOCENG
 PV0678
 PV0678                          STATION DESCRIPTION
 PV0678
 PV0678'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980
 PV0678'1.7 MILES (2.7 KM) SOUTHEAST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 PV0678'RAILROAD FROM THE STATION IN UPTON, 5.4 FEET (1.6 M) NORTH OF
 PV0678'RAILROAD RIGHT OF WAY FENCE IN LINE WITH WEST END OF STEEL SIGNAL
 PV0678'SHED ON RAILROAD, AND 2.0 FEET (0.6 M) NORTH OF A CONCRETE PYLON
 PV0678'6X6X24 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0033 ***********************************************************************
 PW0033  DESIGNATION -  K 127
 PW0033  PID         -  PW0033
 PW0033  STATE/COUNTY-  WY/SHERIDAN
 PW0033  USGS QUAD   -  LEITER (1971)
 PW0033
 PW0033                         *CURRENT SURVEY CONTROL
 PW0033  ___________________________________________________________________
 PW0033* NAD 83(1986)-  44 40 31.     (N)    106 21 49.     (W)     SCALED    
 PW0033* NAVD 88     -      1176.956  (meters)    3861.40   (feet)  ADJUSTED  
 PW0033  ___________________________________________________________________
 PW0033  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 PW0033  DYNAMIC HT  -        1176.499 (meters)    3859.90  (feet)  COMP
 PW0033  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 PW0033
 PW0033  VERT ORDER  -  FIRST     CLASS II
 PW0033
 PW0033.The horizontal coordinates were scaled from a topographic map and have
 PW0033.an estimated accuracy of +/- 6 seconds.
 PW0033
 PW0033.The orthometric height was determined by differential leveling
 PW0033.and adjusted by the National Geodetic Survey in June 1991..
 PW0033
 PW0033.The geoid height was determined by GEOID03.
 PW0033
 PW0033.The dynamic height is computed by dividing the NAVD 88
 PW0033.geopotential number by the normal gravity value computed on the
 PW0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0033.degrees latitude (g = 980.6199 gals.).
 PW0033
 PW0033.The modeled gravity was interpolated from observed gravity values.
 PW0033
 PW0033;                    North         East    Units  Estimated Accuracy
 PW0033;SPC WYEC     -   564,240.      476,890.      MT  (+/- 180 meters Scaled)
 PW0033
 PW0033                          SUPERSEDED SURVEY CONTROL
 PW0033
 PW0033  NGVD 29 (??/??/92) 1176.242  (m)         3859.05   (f) ADJ UNCH    1 2
 PW0033
 PW0033.Superseded values are not recommended for survey control.
 PW0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0033.See file dsdata.txt to determine how the superseded data were derived.
 PW0033
 PW0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK919477(NAD 83)
 PW0033_MARKER: DB = BENCH MARK DISK
 PW0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0033_STAMPING: K 127 1957
 PW0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0033+STABILITY: SURFACE MOTION
 PW0033
 PW0033  HISTORY     - Date     Condition        Report By
 PW0033  HISTORY     - 1957     MONUMENTED       CGS
 PW0033
 PW0033                          STATION DESCRIPTION
 PW0033
 PW0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0033'2.8 MI NE FROM CLEARMONT.
 PW0033'2.8 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0033'FROM THE STATION AT CLEARMONT, ABOUT 3 1/2 POLES NORTHEAST OF MILEPOST
 PW0033'658, AT A RANCH HOUSE OWNED BY PHIL SCHUMAN, 253 FEET NORTHWEST OF THE
 PW0033'NORTHWEST RAIL, 92 1/2 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 PW0033'THE HOUSE, 18 FEET NORTH OF THE NORTH SIDE OF A CHICKEN HOUSE, 4 1/2
 PW0033'FEET EAST OF A POWER POLE WITH A BRACE WIRE, AND IN THE TOP OF A
 PW0033'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0156 ***********************************************************************
 PW0156  DESIGNATION -  K 128
 PW0156  PID         -  PW0156
 PW0156  STATE/COUNTY-  WY/SHERIDAN
 PW0156  USGS QUAD   -  VERONA (1970)
 PW0156
 PW0156                         *CURRENT SURVEY CONTROL
 PW0156  ___________________________________________________________________
 PW0156* NAD 83(1986)-  44 44 59.     (N)    106 40 56.     (W)     SCALED    
 PW0156* NAVD 88     -      1209.847  (meters)    3969.31   (feet)  ADJUSTED  
 PW0156  ___________________________________________________________________
 PW0156  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 PW0156  DYNAMIC HT  -        1209.381 (meters)    3967.78  (feet)  COMP
 PW0156  MODELED GRAV-     980,191.1   (mgal)                       NAVD 88
 PW0156
 PW0156  VERT ORDER  -  FIRST     CLASS II
 PW0156
 PW0156.The horizontal coordinates were scaled from a topographic map and have
 PW0156.an estimated accuracy of +/- 6 seconds.
 PW0156
 PW0156.The orthometric height was determined by differential leveling
 PW0156.and adjusted by the National Geodetic Survey in June 1991..
 PW0156
 PW0156.The geoid height was determined by GEOID03.
 PW0156
 PW0156.The dynamic height is computed by dividing the NAVD 88
 PW0156.geopotential number by the normal gravity value computed on the
 PW0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0156.degrees latitude (g = 980.6199 gals.).
 PW0156
 PW0156.The modeled gravity was interpolated from observed gravity values.
 PW0156
 PW0156;                    North         East    Units  Estimated Accuracy
 PW0156;SPC WYEC     -   572,260.      451,560.      MT  (+/- 180 meters Scaled)
 PW0156
 PW0156                          SUPERSEDED SURVEY CONTROL
 PW0156
 PW0156  NGVD 29 (??/??/92) 1209.110  (m)         3966.89   (f) ADJ UNCH    1 2
 PW0156
 PW0156.Superseded values are not recommended for survey control.
 PW0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0156.See file dsdata.txt to determine how the superseded data were derived.
 PW0156
 PW0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK668565(NAD 83)
 PW0156_MARKER: DB = BENCH MARK DISK
 PW0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0156_STAMPING: K 128 1957
 PW0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0156+STABILITY: SURFACE MOTION
 PW0156
 PW0156  HISTORY     - Date     Condition        Report By
 PW0156  HISTORY     - 1957     MONUMENTED       CGS
 PW0156
 PW0156                          STATION DESCRIPTION
 PW0156
 PW0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0156'17.75 MI SE FROM SHERIDAN.
 PW0156'17.75 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0156'RAILROAD FROM THE STATION AT SHERIDAN, 7 1/2 POLES SOUTHEAST OF
 PW0156'MILEPOST 681, 94 FEET NORTHEAST OF THE NORTHEAST RAIL, 69 FEET
 PW0156'SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD, DIRECTLY IN LINE WITH A
 PW0156'FENCE RUNNING NORTH FROM THE GRAVEL ROAD, 144 FEET SOUTH OF AND ACROSS
 PW0156'THE ROAD FROM A T FENCE CORNER, 34 FEET EAST OF A TELEPHONE POLE, 106
 PW0156'FEET SOUTH-SOUTHWEST OF AND ACROSS THE ROAD FROM POLE NUMBER 4, 3 FEET
 PW0156'NORTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET NORTHEAST OF A FENCE,
 PW0156'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF CONCRETE
 PW0156'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0117 ***********************************************************************
 PW0117  DESIGNATION -  K 129
 PW0117  PID         -  PW0117
 PW0117  STATE/COUNTY-  WY/SHERIDAN
 PW0117  USGS QUAD   -  SHERIDAN (1977)
 PW0117
 PW0117                         *CURRENT SURVEY CONTROL
 PW0117  ___________________________________________________________________
 PW0117* NAD 83(1986)-  44 52 18.     (N)    106 58 47.     (W)     SCALED    
 PW0117* NAVD 88     -      1113.606  (meters)    3653.56   (feet)  ADJUSTED  
 PW0117  ___________________________________________________________________
 PW0117  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 PW0117  DYNAMIC HT  -        1113.227 (meters)    3652.31  (feet)  COMP
 PW0117  MODELED GRAV-     980,238.9   (mgal)                       NAVD 88
 PW0117
 PW0117  VERT ORDER  -  FIRST     CLASS II
 PW0117
 PW0117.The horizontal coordinates were scaled from a topographic map and have
 PW0117.an estimated accuracy of +/- 6 seconds.
 PW0117
 PW0117.The orthometric height was determined by differential leveling
 PW0117.and adjusted by the National Geodetic Survey in June 1991..
 PW0117
 PW0117.The geoid height was determined by GEOID03.
 PW0117
 PW0117.The dynamic height is computed by dividing the NAVD 88
 PW0117.geopotential number by the normal gravity value computed on the
 PW0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0117.degrees latitude (g = 980.6199 gals.).
 PW0117
 PW0117.The modeled gravity was interpolated from observed gravity values.
 PW0117
 PW0117;                    North         East    Units  Estimated Accuracy
 PW0117;SPC WYEC     -   585,660.      427,940.      MT  (+/- 180 meters Scaled)
 PW0117
 PW0117                          SUPERSEDED SURVEY CONTROL
 PW0117
 PW0117  NGVD 29 (??/??/92) 1112.890  (m)         3651.21   (f) ADJ UNCH    1 2
 PW0117
 PW0117.Superseded values are not recommended for survey control.
 PW0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0117.See file dsdata.txt to determine how the superseded data were derived.
 PW0117
 PW0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK436706(NAD 83)
 PW0117_MARKER: DB = BENCH MARK DISK
 PW0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0117_SP_SET: PIER
 PW0117_STAMPING: K 129 1957
 PW0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0117
 PW0117  HISTORY     - Date     Condition        Report By
 PW0117  HISTORY     - 1957     MONUMENTED       CGS
 PW0117
 PW0117                          STATION DESCRIPTION
 PW0117
 PW0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0117'4.9 MI N FROM SHERIDAN.
 PW0117'4.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0117'THE STATION AT SHERIDAN, 4.65 MILES SOUTHEAST OF THE STATION AT
 PW0117'KLEENBURN, SET VERTICALLY IN THE SOUTH FACE OF THE MOST EASTERLY PIER
 PW0117'OF THE OVERPASS OF U.S. HIGHWAYS 14 AND 87 OVER THE TRACK, 11 1/2 FEET
 PW0117'NORTH-NORTHEAST OF THE NEAR RAIL AND ABOUT 2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0106 ***********************************************************************
 OX0106  DESIGNATION -  K 13
 OX0106  PID         -  OX0106
 OX0106  STATE/COUNTY-  WY/LINCOLN
 OX0106  USGS QUAD   -  ALPINE (1966)
 OX0106
 OX0106                         *CURRENT SURVEY CONTROL
 OX0106  ___________________________________________________________________
 OX0106* NAD 83(1986)-  43 10 32.     (N)    111 00 05.     (W)     SCALED    
 OX0106* NAVD 88     -      1723.006  (meters)    5652.90   (feet)  ADJUSTED  
 OX0106  ___________________________________________________________________
 OX0106  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 OX0106  DYNAMIC HT  -        1721.892 (meters)    5649.24  (feet)  COMP
 OX0106  MODELED GRAV-     979,912.9   (mgal)                       NAVD 88
 OX0106
 OX0106  VERT ORDER  -  SECOND    CLASS 0
 OX0106
 OX0106.The horizontal coordinates were scaled from a topographic map and have
 OX0106.an estimated accuracy of +/- 6 seconds.
 OX0106
 OX0106.The orthometric height was determined by differential leveling
 OX0106.and adjusted by the National Geodetic Survey in June 1991..
 OX0106
 OX0106.The geoid height was determined by GEOID03.
 OX0106
 OX0106.The dynamic height is computed by dividing the NAVD 88
 OX0106.geopotential number by the normal gravity value computed on the
 OX0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0106.degrees latitude (g = 980.6199 gals.).
 OX0106
 OX0106.The modeled gravity was interpolated from observed gravity values.
 OX0106
 OX0106;                    North         East    Units  Estimated Accuracy
 OX0106;SPC WY W     -   397,570.      725,360.      MT  (+/- 180 meters Scaled)
 OX0106
 OX0106                          SUPERSEDED SURVEY CONTROL
 OX0106
 OX0106  NGVD 29 (??/??/92) 1721.796  (m)         5648.93   (f) ADJ UNCH    2 0
 OX0106
 OX0106.Superseded values are not recommended for survey control.
 OX0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0106.See file dsdata.txt to determine how the superseded data were derived.
 OX0106
 OX0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN998803(NAD 83)
 OX0106_MARKER: DD = SURVEY DISK
 OX0106_SETTING: 66 = SET IN ROCK OUTCROP
 OX0106_SP_SET: ROCK OUTCROP
 OX0106_STAMPING: K 13 1927
 OX0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0106+STABILITY: POSITION/ELEVATION WELL
 OX0106
 OX0106  HISTORY     - Date     Condition        Report By
 OX0106  HISTORY     - 1927     MONUMENTED       USGS
 OX0106  HISTORY     - 1948     GOOD             NGS
 OX0106
 OX0106                          STATION DESCRIPTION
 OX0106
 OX0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OX0106'2.1 MI NE FROM ALPINE.
 OX0106'2.1 MILES NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST OFFICE
 OX0106'AT ALPINE, ON THE OUTSIDE OF A CURVE, AT THE SOUTH END OF THE CANYON,
 OX0106'AT THE EDGE OF THE WEST BANK OF THE SNAKE RIVER, 61.0 FEET SOUTHEAST
 OX0106'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A PROMINENT ROCK
 OX0106'OUTCROP PROJECTING 4.0 FEET ABOVE THE GROUND AND ABOUT 15 FEET BELOW
 OX0106'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0064 ***********************************************************************
 PY0064  DESIGNATION -  K 13
 PY0064  PID         -  PY0064
 PY0064  STATE/COUNTY-  WY/TETON
 PY0064  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY0064
 PY0064                         *CURRENT SURVEY CONTROL
 PY0064  ___________________________________________________________________
 PY0064* NAD 83(1986)-  44 19 34.     (N)    110 36 32.     (W)     SCALED    
 PY0064* NAVD 88     -      2379.896  (meters)    7808.04   (feet)  ADJUSTED  
 PY0064  ___________________________________________________________________
 PY0064  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY0064  DYNAMIC HT  -        2378.305 (meters)    7802.82  (feet)  COMP
 PY0064  MODELED GRAV-     979,863.3   (mgal)                       NAVD 88
 PY0064
 PY0064  VERT ORDER  -  FIRST     CLASS II
 PY0064
 PY0064.The horizontal coordinates were scaled from a topographic map and have
 PY0064.an estimated accuracy of +/- 6 seconds.
 PY0064
 PY0064.The orthometric height was determined by differential leveling
 PY0064.and adjusted by the National Geodetic Survey in June 1991..
 PY0064
 PY0064.The geoid height was determined by GEOID03.
 PY0064
 PY0064.The dynamic height is computed by dividing the NAVD 88
 PY0064.geopotential number by the normal gravity value computed on the
 PY0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0064.degrees latitude (g = 980.6199 gals.).
 PY0064
 PY0064.The modeled gravity was interpolated from observed gravity values.
 PY0064
 PY0064;                    North         East    Units  Estimated Accuracy
 PY0064;SPC WY W     -   525,120.      758,080.      MT  (+/- 180 meters Scaled)
 PY0064
 PY0064                          SUPERSEDED SURVEY CONTROL
 PY0064
 PY0064  NGVD 29 (08/20/92) 2378.535  (m)         7803.58   (f) ADJUSTED    1 2
 PY0064
 PY0064.Superseded values are not recommended for survey control.
 PY0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0064.See file dsdata.txt to determine how the superseded data were derived.
 PY0064
 PY0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ311081(NAD 83)
 PY0064_MARKER: DB = BENCH MARK DISK
 PY0064_SETTING: 80 = SET IN A BOULDER
 PY0064_SP_SET: BEDROCK
 PY0064_STAMPING: K 13 1923 7803.403
 PY0064_MARK LOGO: CGS   
 PY0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0064+STABILITY: SURFACE MOTION
 PY0064
 PY0064  HISTORY     - Date     Condition        Report By
 PY0064  HISTORY     - 1923     MONUMENTED       CGS
 PY0064  HISTORY     - 1956     GOOD             USGS
 PY0064  HISTORY     - 1987     GOOD             NGS
 PY0064
 PY0064                          STATION DESCRIPTION
 PY0064
 PY0064'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0064'7.5 MI S FROM WEST THUMB.
 PY0064'7.5 MILES SOUTH OF WEST THUMB.  FROM WEST THUMB 0.8 MILES SOUTH ON THE
 PY0064'SOUTH ENTRANCE ROAD TO JUNCTION OF OLD ROAD TO RIGHT, THEN, 7.2 MILES
 PY0064'SOUTH ON OLD ROAD, 10 FEET EAST OF THE EDGE OF THE ROAD, ON THE INSIDE
 PY0064'OF A CURVE, ABOUT 5 FEET HIGHER THAN THE ROAD IN THE TOP OF A LARGE
 PY0064'BOULDER.  A STANDARD DISK, STAMPED 7803.403 K 13 1923.
 PY0064
 PY0064                          STATION RECOVERY (1987)
 PY0064
 PY0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0189 ***********************************************************************
 MO0189  DESIGNATION -  K 130
 MO0189  PID         -  MO0189
 MO0189  STATE/COUNTY-  WY/LARAMIE
 MO0189  USGS QUAD   -  P O RANCH (1978)
 MO0189
 MO0189                         *CURRENT SURVEY CONTROL
 MO0189  ___________________________________________________________________
 MO0189* NAD 83(1986)-  41 15 18.     (N)    104 47 52.     (W)     SCALED    
 MO0189* NAVD 88     -      1861.667  (meters)    6107.82   (feet)  ADJUSTED  
 MO0189  ___________________________________________________________________
 MO0189  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 MO0189  DYNAMIC HT  -        1860.064 (meters)    6102.56  (feet)  COMP
 MO0189  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 MO0189
 MO0189  VERT ORDER  -  SECOND    CLASS 0
 MO0189
 MO0189.The horizontal coordinates were scaled from a topographic map and have
 MO0189.an estimated accuracy of +/- 6 seconds.
 MO0189
 MO0189.The orthometric height was determined by differential leveling
 MO0189.and adjusted by the National Geodetic Survey in June 1991..
 MO0189
 MO0189.The geoid height was determined by GEOID03.
 MO0189
 MO0189.The dynamic height is computed by dividing the NAVD 88
 MO0189.geopotential number by the normal gravity value computed on the
 MO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0189.degrees latitude (g = 980.6199 gals.).
 MO0189
 MO0189.The modeled gravity was interpolated from observed gravity values.
 MO0189
 MO0189;                    North         East    Units  Estimated Accuracy
 MO0189;SPC WY E     -    83,900.      230,920.      MT  (+/- 180 meters Scaled)
 MO0189
 MO0189                          SUPERSEDED SURVEY CONTROL
 MO0189
 MO0189  NGVD 29 (??/??/92) 1860.665  (m)         6104.53   (f) ADJ UNCH    2 0
 MO0189
 MO0189.Superseded values are not recommended for survey control.
 MO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0189.See file dsdata.txt to determine how the superseded data were derived.
 MO0189
 MO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF169670(NAD 83)
 MO0189_MARKER: DB = BENCH MARK DISK
 MO0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0189_STAMPING: K 130 1959
 MO0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0189+STABILITY: SURFACE MOTION
 MO0189
 MO0189  HISTORY     - Date     Condition        Report By
 MO0189  HISTORY     - 1959     MONUMENTED       CGS
 MO0189  HISTORY     - 1984     GOOD             DMA
 MO0189
 MO0189                          STATION DESCRIPTION
 MO0189
 MO0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0189'9.7 MI NE FROM CHEYENNE.
 MO0189'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0189'CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE 5.7
 MO0189'MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 2.8 MILES NORTHEAST
 MO0189'ON U.S. HIGHWAY 85, 75 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MO0189'HIGHWAY, 154 FEET NORTHEAST OF A CORRUGATED IRON CULVERT UNDER THE
 MO0189'HIGHWAY, 2.9 FEET NORTH OF A METAL WITNESS POST, 1 FOOT NORTHWEST
 MO0189'OF THE RIGHT OF WAY FENCE AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 MO0189'HIGHWAY.  SET IN A CONCRETE POST LEVEL WITH THE GROUND.
 MO0189
 MO0189                          STATION RECOVERY (1984)
 MO0189
 MO0189'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0187 ***********************************************************************
 MQ0187  DESIGNATION -  K 131
 MQ0187  PID         -  MQ0187
 MQ0187  STATE/COUNTY-  WY/SWEETWATER
 MQ0187  USGS QUAD   -  GREEN RIVER (1980)
 MQ0187
 MQ0187                         *CURRENT SURVEY CONTROL
 MQ0187  ___________________________________________________________________
 MQ0187* NAD 83(1986)-  41 32 10.     (N)    109 28 47.     (W)     SCALED    
 MQ0187* NAVD 88     -      1884.908  (meters)    6184.07   (feet)  ADJUSTED  
 MQ0187  ___________________________________________________________________
 MQ0187  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 MQ0187  DYNAMIC HT  -        1883.304 (meters)    6178.81  (feet)  COMP
 MQ0187  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 MQ0187
 MQ0187  VERT ORDER  -  FIRST     CLASS II
 MQ0187
 MQ0187.The horizontal coordinates were scaled from a topographic map and have
 MQ0187.an estimated accuracy of +/- 6 seconds.
 MQ0187
 MQ0187.The orthometric height was determined by differential leveling
 MQ0187.and adjusted by the National Geodetic Survey in June 1991..
 MQ0187
 MQ0187.The geoid height was determined by GEOID03.
 MQ0187
 MQ0187.The dynamic height is computed by dividing the NAVD 88
 MQ0187.geopotential number by the normal gravity value computed on the
 MQ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0187.degrees latitude (g = 980.6199 gals.).
 MQ0187
 MQ0187.The modeled gravity was interpolated from observed gravity values.
 MQ0187
 MQ0187;                    North         East    Units  Estimated Accuracy
 MQ0187;SPC WYWC     -   115,310.      539,110.      MT  (+/- 180 meters Scaled)
 MQ0187
 MQ0187                          SUPERSEDED SURVEY CONTROL
 MQ0187
 MQ0187  NGVD 29 (06/08/92) 1883.624  (m)         6179.86   (f) ADJUSTED    1 2
 MQ0187
 MQ0187.Superseded values are not recommended for survey control.
 MQ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0187.See file dsdata.txt to determine how the superseded data were derived.
 MQ0187
 MQ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL268993(NAD 83)
 MQ0187_MARKER: DB = BENCH MARK DISK
 MQ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0187_STAMPING: K 131 1958
 MQ0187_MARK LOGO: CGS   
 MQ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0187+STABILITY: SURFACE MOTION
 MQ0187
 MQ0187  HISTORY     - Date     Condition        Report By
 MQ0187  HISTORY     - 1958     MONUMENTED       CGS
 MQ0187  HISTORY     - 1983     GOOD             NGS
 MQ0187
 MQ0187                          STATION DESCRIPTION
 MQ0187
 MQ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0187'0.8 MI W FROM GREEN RIVER.
 MQ0187'ABOUT 0.8 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0187'GREEN RIVER, 131 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON
 MQ0187'THE CREST OF THE 2ND HILL WEST OF GREEN RIVER, 52 FEET WEST-SOUTHWEST
 MQ0187'OF A METAL FENCE CORNER POST, 2 FEET NORTHWEST OF A FENCE, 2 FEET
 MQ0187'NORTHEAST OF A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE
 MQ0187'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 MQ0187
 MQ0187                          STATION RECOVERY (1983)
 MQ0187
 MQ0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0187'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 MQ0187'DELETE 2 FEET NORTHEAST OF A METAL WITNESS POST, ADD 0.6 METER (2.0
 MQ0187'FT) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0270 ***********************************************************************
 MQ0270  DESIGNATION -  K 132
 MQ0270  PID         -  MQ0270
 MQ0270  STATE/COUNTY-  WY/SWEETWATER
 MQ0270  USGS QUAD   -  GRANGER (1980)
 MQ0270
 MQ0270                         *CURRENT SURVEY CONTROL
 MQ0270  ___________________________________________________________________
 MQ0270* NAD 83(1986)-  41 33 34.     (N)    109 55 39.     (W)     SCALED    
 MQ0270* NAVD 88     -      1931.012  (meters)    6335.33   (feet)  ADJUSTED  
 MQ0270  ___________________________________________________________________
 MQ0270  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 MQ0270  DYNAMIC HT  -        1929.346 (meters)    6329.86  (feet)  COMP
 MQ0270  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 MQ0270
 MQ0270  VERT ORDER  -  FIRST     CLASS II
 MQ0270
 MQ0270.The horizontal coordinates were scaled from a topographic map and have
 MQ0270.an estimated accuracy of +/- 6 seconds.
 MQ0270
 MQ0270.The orthometric height was determined by differential leveling
 MQ0270.and adjusted by the National Geodetic Survey in June 1991..
 MQ0270
 MQ0270.The geoid height was determined by GEOID03.
 MQ0270
 MQ0270.The dynamic height is computed by dividing the NAVD 88
 MQ0270.geopotential number by the normal gravity value computed on the
 MQ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0270.degrees latitude (g = 980.6199 gals.).
 MQ0270
 MQ0270.The modeled gravity was interpolated from observed gravity values.
 MQ0270
 MQ0270;                    North         East    Units  Estimated Accuracy
 MQ0270;SPC WYWC     -   118,320.      501,780.      MT  (+/- 180 meters Scaled)
 MQ0270
 MQ0270                          SUPERSEDED SURVEY CONTROL
 MQ0270
 MQ0270  NGVD 29 (??/??/92) 1929.694  (m)         6331.00   (f) ADJ UNCH    1 2
 MQ0270
 MQ0270.Superseded values are not recommended for survey control.
 MQ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0270.See file dsdata.txt to determine how the superseded data were derived.
 MQ0270
 MQ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM894014(NAD 83)
 MQ0270_MARKER: DB = BENCH MARK DISK
 MQ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0270_STAMPING: K 132 1958
 MQ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0270+STABILITY: SURFACE MOTION
 MQ0270
 MQ0270  HISTORY     - Date     Condition        Report By
 MQ0270  HISTORY     - 1958     MONUMENTED       CGS
 MQ0270  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0270
 MQ0270                          STATION DESCRIPTION
 MQ0270
 MQ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0270'3.6 MI SE FROM GRANGER.
 MQ0270'ABOUT 2.75 MILE SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0270'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 0.85 MILE SOUTHEAST
 MQ0270'ALONG U. S. HIGHWAY 30 N, 200 FEET NORTHEAST OF THE CENTER LINE OF THE
 MQ0270'HIGHWAY, ON THE CREST OF A HILL, 64 FEET SOUTHEAST OF THE SOUTH CORNER
 MQ0270'OF A FENCE AROUND A BARN, 2 FEET NORTHWEST OF A CONCRETE WITNESS POST,
 MQ0270'ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 MQ0270'CONCRETE POST PROJECTING 5 INCHES.
 MQ0270
 MQ0270                          STATION RECOVERY (1983)
 MQ0270
 MQ0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0270'THE POST WAS FOUND WITH THE DISK REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0055 ***********************************************************************
 MR0055  DESIGNATION -  K 133
 MR0055  PID         -  MR0055
 MR0055  STATE/COUNTY-  WY/UINTA
 MR0055  USGS QUAD   -  AUSTIN RESERVOIR (1964)
 MR0055
 MR0055                         *CURRENT SURVEY CONTROL
 MR0055  ___________________________________________________________________
 MR0055* NAD 83(1986)-  41 29 31.     (N)    110 21 01.     (W)     SCALED    
 MR0055* NAVD 88     -      1963.671  (meters)    6442.48   (feet)  ADJUSTED  
 MR0055  ___________________________________________________________________
 MR0055  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 MR0055  DYNAMIC HT  -        1961.981 (meters)    6436.93  (feet)  COMP
 MR0055  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 MR0055
 MR0055  VERT ORDER  -  FIRST     CLASS II
 MR0055
 MR0055.The horizontal coordinates were scaled from a topographic map and have
 MR0055.an estimated accuracy of +/- 6 seconds.
 MR0055
 MR0055.The orthometric height was determined by differential leveling
 MR0055.and adjusted by the National Geodetic Survey in June 1991..
 MR0055
 MR0055.The geoid height was determined by GEOID03.
 MR0055
 MR0055.The dynamic height is computed by dividing the NAVD 88
 MR0055.geopotential number by the normal gravity value computed on the
 MR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0055.degrees latitude (g = 980.6199 gals.).
 MR0055
 MR0055.The modeled gravity was interpolated from observed gravity values.
 MR0055
 MR0055;                    North         East    Units  Estimated Accuracy
 MR0055;SPC WY W     -   210,190.      777,710.      MT  (+/- 180 meters Scaled)
 MR0055
 MR0055                          SUPERSEDED SURVEY CONTROL
 MR0055
 MR0055  NGVD 29 (??/??/92) 1962.339  (m)         6438.11   (f) ADJ UNCH    1 2
 MR0055
 MR0055.Superseded values are not recommended for survey control.
 MR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0055.See file dsdata.txt to determine how the superseded data were derived.
 MR0055
 MR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL542935(NAD 83)
 MR0055_MARKER: DB = BENCH MARK DISK
 MR0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0055_SP_SET: CISTERN
 MR0055_STAMPING: K 133 1958
 MR0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0055
 MR0055  HISTORY     - Date     Condition        Report By
 MR0055  HISTORY     - 1958     MONUMENTED       CGS
 MR0055  HISTORY     - 1964     MARK NOT FOUND   USGS
 MR0055  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0055
 MR0055                          STATION DESCRIPTION
 MR0055
 MR0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0055'5.7 MI NE FROM CARTER.
 MR0055'ABOUT 5.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0055'STATION AT CARTER, 8 POLES NORTHEAST OF MILEPOST 870, AT ELKHURST
 MR0055'SIDING, IN THE TOP OF THE SOUTHEAST EDGE OF A LARGE CONCRETE CISTERN,
 MR0055'146 FEET NORTHEAST OF THE ELKHURST SIDING SIGN, 63 FEET SOUTHWEST OF A
 MR0055'TELEPHONE BOOTH, 18 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2
 MR0055'FEET BELOW THE LEVEL OF THE TRACKS.
 MR0055
 MR0055                          STATION RECOVERY (1964)
 MR0055
 MR0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MR0055'MARK NOT FOUND.
 MR0055
 MR0055                          STATION RECOVERY (1983)
 MR0055
 MR0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0055'THE CISTERN HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0138 ***********************************************************************
 MR0138  DESIGNATION -  K 134
 MR0138  PID         -  MR0138
 MR0138  STATE/COUNTY-  WY/UINTA
 MR0138  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0138
 MR0138                         *CURRENT SURVEY CONTROL
 MR0138  ___________________________________________________________________
 MR0138* NAD 83(1986)-  41 11 07.     (N)    110 50 41.     (W)     SCALED    
 MR0138* NAVD 88     -      2165.941  (meters)    7106.09   (feet)  ADJUSTED  
 MR0138  ___________________________________________________________________
 MR0138  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 MR0138  DYNAMIC HT  -        2163.904 (meters)    7099.41  (feet)  COMP
 MR0138  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 MR0138
 MR0138  VERT ORDER  -  FIRST     CLASS II
 MR0138
 MR0138.The horizontal coordinates were scaled from a topographic map and have
 MR0138.an estimated accuracy of +/- 6 seconds.
 MR0138
 MR0138.The orthometric height was determined by differential leveling
 MR0138.and adjusted by the National Geodetic Survey in June 1991..
 MR0138
 MR0138.The geoid height was determined by GEOID03.
 MR0138
 MR0138.The dynamic height is computed by dividing the NAVD 88
 MR0138.geopotential number by the normal gravity value computed on the
 MR0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0138.degrees latitude (g = 980.6199 gals.).
 MR0138
 MR0138.The modeled gravity was interpolated from observed gravity values.
 MR0138
 MR0138;                    North         East    Units  Estimated Accuracy
 MR0138;SPC WY W     -   176,380.      736,120.      MT  (+/- 180 meters Scaled)
 MR0138
 MR0138                          SUPERSEDED SURVEY CONTROL
 MR0138
 MR0138  NGVD 29 (06/08/92) 2164.608  (m)         7101.72   (f) ADJUSTED    1 2
 MR0138
 MR0138.Superseded values are not recommended for survey control.
 MR0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0138.See file dsdata.txt to determine how the superseded data were derived.
 MR0138
 MR0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL130593(NAD 83)
 MR0138_MARKER: DB = BENCH MARK DISK
 MR0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0138_STAMPING: K 134 1958
 MR0138_MARK LOGO: CGS   
 MR0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0138+STABILITY: SURFACE MOTION
 MR0138
 MR0138  HISTORY     - Date     Condition        Report By
 MR0138  HISTORY     - 1958     MONUMENTED       CGS
 MR0138  HISTORY     - 1963     GOOD             NGS
 MR0138  HISTORY     - 1983     GOOD             NGS
 MR0138
 MR0138                          STATION DESCRIPTION
 MR0138
 MR0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0138'4.1 MI NW FROM ALTAMONT.
 MR0138'ABOUT 4.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0138'STATION AT ALTAMONT, 32 FEET EAST OF THE 12TH POLE SOUTHEAST OF
 MR0138'MILEPOST 908, 61 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 53 FEET
 MR0138'SOUTHWEST OF THE SOUTHWEST END OF A CAST IRON PIPE CULVERT, 2 FEET
 MR0138'SOUTHWEST OF THE RIGHT OF WAY FENCE, 2 FEET SOUTHEAST OF A METAL
 MR0138'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACKS, AND IN THE
 MR0138'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0138
 MR0138                          STATION RECOVERY (1963)
 MR0138
 MR0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MR0138'RECOVERED IN GOOD CONDITION.
 MR0138
 MR0138                          STATION RECOVERY (1983)
 MR0138
 MR0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0068 ***********************************************************************
 MR0068  DESIGNATION -  K 135
 MR0068  PID         -  MR0068
 MR0068  STATE/COUNTY-  WY/UINTA
 MR0068  USGS QUAD   -  CARTER (1964)
 MR0068
 MR0068                         *CURRENT SURVEY CONTROL
 MR0068  ___________________________________________________________________
 MR0068* NAD 83(1993)-  41 23 52.16326(N)    110 23 50.72868(W)     ADJUSTED  
 MR0068* NAVD 88     -      2135.469  (meters)    7006.12   (feet)  ADJUSTED  
 MR0068  ___________________________________________________________________
 MR0068  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 MR0068  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 MR0068  DYNAMIC HT  -        2133.615 (meters)    7000.04  (feet)  COMP
 MR0068  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 MR0068
 MR0068  HORZ ORDER  -  SECOND
 MR0068  VERT ORDER  -  FIRST     CLASS II
 MR0068
 MR0068.The horizontal coordinates were established by classical geodetic methods
 MR0068.and adjusted by the National Geodetic Survey in January 1997..
 MR0068
 MR0068.The orthometric height was determined by differential leveling
 MR0068.and adjusted by the National Geodetic Survey in June 1991..
 MR0068
 MR0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0068
 MR0068.The geoid height was determined by GEOID03.
 MR0068
 MR0068.The dynamic height is computed by dividing the NAVD 88
 MR0068.geopotential number by the normal gravity value computed on the
 MR0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0068.degrees latitude (g = 980.6199 gals.).
 MR0068
 MR0068.The modeled gravity was interpolated from observed gravity values.
 MR0068
 MR0068;                    North         East     Units Scale Factor Converg.
 MR0068;SPC WY W     -   199,747.259   773,735.025   MT  0.99994599   -0 12 27.7
 MR0068;UTM  12      - 4,583,095.896   550,371.698   MT  0.99963122   +0 23 54.5
 MR0068
 MR0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0068!SPC WY W     -   0.99966743  x   0.99994599  =   0.99961344
 MR0068!UTM  12      -   0.99966743  x   0.99963122  =   0.99929877
 MR0068
 MR0068                          SUPERSEDED SURVEY CONTROL
 MR0068
 MR0068  NAD 83(1986)-  41 23 52.15024(N)    110 23 50.72025(W) AD(       ) 2
 MR0068  NAD 27      -  41 23 52.32900(N)    110 23 48.14640(W) AD(       ) 2
 MR0068  NGVD 29 (??/??/92) 2134.142  (m)         7001.76   (f) ADJ UNCH    1 2
 MR0068
 MR0068.Superseded values are not recommended for survey control.
 MR0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0068.See file dsdata.txt to determine how the superseded data were derived.
 MR0068
 MR0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5037283096(NAD 83)
 MR0068_MARKER: DB = BENCH MARK DISK
 MR0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0068_STAMPING: K 135 1958
 MR0068_MARK LOGO: CGS   
 MR0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0068+STABILITY: SURFACE MOTION
 MR0068
 MR0068  HISTORY     - Date     Condition        Report By
 MR0068  HISTORY     - 1958     MONUMENTED       CGS
 MR0068  HISTORY     - 1962     GOOD             CGS
 MR0068  HISTORY     - 1962     GOOD             NGS
 MR0068  HISTORY     - 1983     GOOD             NGS
 MR0068
 MR0068                          STATION DESCRIPTION
 MR0068
 MR0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0068'4.5 MI SE FROM CARTER.
 MR0068'ABOUT 3.25 MILES SOUTHEAST ALONG STATE ROAD 135 FROM THE UNION PACIFIC
 MR0068'RAILROAD STATION AT CARTER, THENCE ABOUT 0.8 MILE SOUTH-SOUTHWEST
 MR0068'ALONG A TRAIL ROAD, THENCE ABOUT 0.45 MILE WEST ALONG THE AIRPORT
 MR0068'ROAD, AT THE FORT BRIDGER AIRPORT, IN THE CENTER OF THE BEACON TOWER,
 MR0068'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MR0068
 MR0068                          STATION RECOVERY (1962)
 MR0068
 MR0068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MR0068'TO REACH FROM THE RAILROAD DEPOT IN CARTER.  GO SOUTH AND
 MR0068'SOUTHEAST ON WYOMING 2103 SECONDARY HIGHWAY FOR 3.7 MILES TO A
 MR0068'SIDE ROAD RIGHT AT SIGN FAA AIRPORT.
 MR0068'CONTINUE AHEAD, WEST ON GRAVELED ROAD FOR 0.35 MILE TO THE
 MR0068'STATION ON THE RIGHT.
 MR0068'
 MR0068'BENCH MARK K 135 IS A STANDARD DISK, STAMPED K 135 1958,
 MR0068'SET IN THE TOP OF A 10 INCH ROUND CONCRETE POST PROJECTING 3
 MR0068'INCHES.  IT IS SET IN THE DETERMINED CENTER OF THE BASE OF THE
 MR0068'AIRPORT BEACON, FORT BRIDGER AIRPORT.
 MR0068
 MR0068                          STATION RECOVERY (1962)
 MR0068
 MR0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MR0068'RECOVERED IN GOOD CONDITION.
 MR0068
 MR0068                          STATION RECOVERY (1983)
 MR0068
 MR0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0040 ***********************************************************************
 NR0040  DESIGNATION -  K 141
 NR0040  PID         -  NR0040
 NR0040  STATE/COUNTY-  WY/NATRONA
 NR0040  USGS QUAD   -  SHEEP CREEK (1960)
 NR0040
 NR0040                         *CURRENT SURVEY CONTROL
 NR0040  ___________________________________________________________________
 NR0040* NAD 83(1986)-  42 31 21.     (N)    106 18 20.     (W)     SCALED    
 NR0040* NAVD 88     -      2026.354  (meters)    6648.13   (feet)  ADJUSTED  
 NR0040  ___________________________________________________________________
 NR0040  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 NR0040  DYNAMIC HT  -        2024.881 (meters)    6643.30  (feet)  COMP
 NR0040  MODELED GRAV-     979,821.1   (mgal)                       NAVD 88
 NR0040
 NR0040  VERT ORDER  -  SECOND    CLASS 0
 NR0040
 NR0040.The horizontal coordinates were scaled from a topographic map and have
 NR0040.an estimated accuracy of +/- 6 seconds.
 NR0040
 NR0040.The orthometric height was determined by differential leveling
 NR0040.and adjusted by the National Geodetic Survey in June 1991..
 NR0040
 NR0040.The geoid height was determined by GEOID03.
 NR0040
 NR0040.The dynamic height is computed by dividing the NAVD 88
 NR0040.geopotential number by the normal gravity value computed on the
 NR0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0040.degrees latitude (g = 980.6199 gals.).
 NR0040
 NR0040.The modeled gravity was interpolated from observed gravity values.
 NR0040
 NR0040;                    North         East    Units  Estimated Accuracy
 NR0040;SPC WYEC     -   325,120.      484,450.      MT  (+/- 180 meters Scaled)
 NR0040
 NR0040                          SUPERSEDED SURVEY CONTROL
 NR0040
 NR0040  NGVD 29 (??/??/92) 2025.345  (m)         6644.82   (f) ADJ UNCH    2 0
 NR0040
 NR0040.Superseded values are not recommended for survey control.
 NR0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0040.See file dsdata.txt to determine how the superseded data were derived.
 NR0040
 NR0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH927086(NAD 83)
 NR0040_MARKER: DB = BENCH MARK DISK
 NR0040_SETTING: 66 = SET IN ROCK OUTCROP
 NR0040_SP_SET: ROCK LEDGE
 NR0040_STAMPING: K 141 1959
 NR0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0040+STABILITY: POSITION/ELEVATION WELL
 NR0040
 NR0040  HISTORY     - Date     Condition        Report By
 NR0040  HISTORY     - 1959     MONUMENTED       CGS
 NR0040
 NR0040                          STATION DESCRIPTION
 NR0040
 NR0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0040'37.3 MI S FROM CASPER.
 NR0040'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0040'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0040'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0040'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0040'ROAD, THENCE ABOUT 12.5 MILES SOUTHEAST ALONG A DIRT ROAD, 79 FEET
 NR0040'EAST OF THE CENTER LINE OF THE ROAD, IN SECTION 3, R 79 W, T 29 N, IN
 NR0040'THE TOP OF A LARGE FLAT ROCK LEDGE ON THE WEST SIDE OF A CANYON, ABOUT
 NR0040'0.1 MILES SOUTHEAST OF THE SUMMIT OF A HILL AND A CURVE IN THE ROAD,
 NR0040'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0110 ***********************************************************************
 NR0110  DESIGNATION -  K 142
 NR0110  PID         -  NR0110
 NR0110  STATE/COUNTY-  WY/NATRONA
 NR0110  USGS QUAD   -  BATES CREEK RESERVOIR (1984)
 NR0110
 NR0110                         *CURRENT SURVEY CONTROL
 NR0110  ___________________________________________________________________
 NR0110* NAD 83(1986)-  42 26 32.     (N)    106 08 14.     (W)     SCALED    
 NR0110* NAVD 88     -      2339.516  (meters)    7675.56   (feet)  ADJUSTED  
 NR0110  ___________________________________________________________________
 NR0110  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 NR0110  DYNAMIC HT  -        2337.689 (meters)    7669.57  (feet)  COMP
 NR0110  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 NR0110
 NR0110  VERT ORDER  -  SECOND    CLASS 0
 NR0110
 NR0110.The horizontal coordinates were scaled from a topographic map and have
 NR0110.an estimated accuracy of +/- 6 seconds.
 NR0110
 NR0110.The orthometric height was determined by differential leveling
 NR0110.and adjusted by the National Geodetic Survey in June 1991..
 NR0110
 NR0110.The geoid height was determined by GEOID03.
 NR0110
 NR0110.The dynamic height is computed by dividing the NAVD 88
 NR0110.geopotential number by the normal gravity value computed on the
 NR0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0110.degrees latitude (g = 980.6199 gals.).
 NR0110
 NR0110.The modeled gravity was interpolated from observed gravity values.
 NR0110
 NR0110;                    North         East    Units  Estimated Accuracy
 NR0110;SPC WYEC     -   316,390.      498,400.      MT  (+/- 180 meters Scaled)
 NR0110
 NR0110                          SUPERSEDED SURVEY CONTROL
 NR0110
 NR0110  NGVD 29 (??/??/92) 2338.420  (m)         7671.97   (f) ADJ UNCH    2 0
 NR0110
 NR0110.Superseded values are not recommended for survey control.
 NR0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0110.See file dsdata.txt to determine how the superseded data were derived.
 NR0110
 NR0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG064995(NAD 83)
 NR0110_MARKER: DB = BENCH MARK DISK
 NR0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0110_STAMPING: K 142 1959
 NR0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0110+STABILITY: SURFACE MOTION
 NR0110
 NR0110  HISTORY     - Date     Condition        Report By
 NR0110  HISTORY     - 1959     MONUMENTED       CGS
 NR0110
 NR0110                          STATION DESCRIPTION
 NR0110
 NR0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0110'51.35 MI S FROM CASPER.
 NR0110'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0110'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0110'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0110'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0110'ROAD, THENCE ABOUT 26.55 MILES SOUTHEAST ALONG A DIRT ROAD, 41 FEET
 NR0110'NORTH OF THE CENTER LINE OF THE ROAD, IN SECTION 36, R 78 W, T 29 N,
 NR0110'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NR0110'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0345 ***********************************************************************
 NQ0345  DESIGNATION -  K 143
 NQ0345  PID         -  NQ0345
 NQ0345  STATE/COUNTY-  WY/PLATTE
 NQ0345  USGS QUAD   -  JOHNSON MOUNTAIN (1992)
 NQ0345
 NQ0345                         *CURRENT SURVEY CONTROL
 NQ0345  ___________________________________________________________________
 NQ0345* NAD 83(1986)-  42 08 48.     (N)    105 12 43.     (W)     SCALED    
 NQ0345* NAVD 88     -      1524.668  (meters)    5002.18   (feet)  ADJUSTED  
 NQ0345  ___________________________________________________________________
 NQ0345  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 NQ0345  DYNAMIC HT  -        1523.690 (meters)    4998.97  (feet)  COMP
 NQ0345  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 NQ0345
 NQ0345  VERT ORDER  -  SECOND    CLASS 0
 NQ0345
 NQ0345.The horizontal coordinates were scaled from a topographic map and have
 NQ0345.an estimated accuracy of +/- 6 seconds.
 NQ0345
 NQ0345.The orthometric height was determined by differential leveling
 NQ0345.and adjusted by the National Geodetic Survey in June 1991..
 NQ0345
 NQ0345.The geoid height was determined by GEOID03.
 NQ0345
 NQ0345.The dynamic height is computed by dividing the NAVD 88
 NQ0345.geopotential number by the normal gravity value computed on the
 NQ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0345.degrees latitude (g = 980.6199 gals.).
 NQ0345
 NQ0345.The modeled gravity was interpolated from observed gravity values.
 NQ0345
 NQ0345;                    North         East    Units  Estimated Accuracy
 NQ0345;SPC WY E     -   182,870.      196,260.      MT  (+/- 180 meters Scaled)
 NQ0345
 NQ0345                          SUPERSEDED SURVEY CONTROL
 NQ0345
 NQ0345  NGVD 29 (??/??/92) 1523.860  (m)         4999.53   (f) ADJ UNCH    2 0
 NQ0345
 NQ0345.Superseded values are not recommended for survey control.
 NQ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0345.See file dsdata.txt to determine how the superseded data were derived.
 NQ0345
 NQ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG824660(NAD 83)
 NQ0345_MARKER: DB = BENCH MARK DISK
 NQ0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0345_STAMPING: K 143 1959
 NQ0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0345+STABILITY: SURFACE MOTION
 NQ0345
 NQ0345  HISTORY     - Date     Condition        Report By
 NQ0345  HISTORY     - 1959     MONUMENTED       CGS
 NQ0345
 NQ0345                          STATION DESCRIPTION
 NQ0345
 NQ0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0345'18.4 MI NW FROM WHEATLAND.
 NQ0345'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0345'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0345'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0345'A PAVED ROAD, THENCE ABOUT 2.45 MILES WEST ALONG A GRADED DIRT
 NQ0345'ROAD, IN THE SOUTHEAST 1/4 OF SECTION 11, T 25 N, R 70 W, 106
 NQ0345'FEET NORTH OF THE CENTER LINE OF THE ROAD, ON THE TOP OF A MESA,
 NQ0345'ABOUT 0.25 MILE EAST OF A CATTLE GUARD IN A T FENCE LEADING
 NQ0345'NORTH, 124 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A METAL
 NQ0345'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 NQ0345'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0370 ***********************************************************************
 NQ0370  DESIGNATION -  K 144
 NQ0370  PID         -  NQ0370
 NQ0370  STATE/COUNTY-  WY/ALBANY
 NQ0370  USGS QUAD   -  GARRETT (1968)
 NQ0370
 NQ0370                         *CURRENT SURVEY CONTROL
 NQ0370  ___________________________________________________________________
 NQ0370* NAD 83(1986)-  42 07 02.     (N)    105 30 41.     (W)     SCALED    
 NQ0370* NAVD 88     -      2227.891  (meters)    7309.34   (feet)  ADJUSTED  
 NQ0370  ___________________________________________________________________
 NQ0370  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 NQ0370  DYNAMIC HT  -        2226.205 (meters)    7303.81  (feet)  COMP
 NQ0370  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 NQ0370
 NQ0370  VERT ORDER  -  SECOND    CLASS 0
 NQ0370
 NQ0370.The horizontal coordinates were scaled from a topographic map and have
 NQ0370.an estimated accuracy of +/- 6 seconds.
 NQ0370
 NQ0370.The orthometric height was determined by differential leveling
 NQ0370.and adjusted by the National Geodetic Survey in June 1991..
 NQ0370
 NQ0370.The geoid height was determined by GEOID03.
 NQ0370
 NQ0370.The dynamic height is computed by dividing the NAVD 88
 NQ0370.geopotential number by the normal gravity value computed on the
 NQ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0370.degrees latitude (g = 980.6199 gals.).
 NQ0370
 NQ0370.The modeled gravity was interpolated from observed gravity values.
 NQ0370
 NQ0370;                    North         East    Units  Estimated Accuracy
 NQ0370;SPC WY E     -   179,660.      171,490.      MT  (+/- 180 meters Scaled)
 NQ0370
 NQ0370                          SUPERSEDED SURVEY CONTROL
 NQ0370
 NQ0370  NGVD 29 (??/??/92) 2226.942  (m)         7306.23   (f) ADJ UNCH    2 0
 NQ0370
 NQ0370.Superseded values are not recommended for survey control.
 NQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0370.See file dsdata.txt to determine how the superseded data were derived.
 NQ0370
 NQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG577629(NAD 83)
 NQ0370_MARKER: DB = BENCH MARK DISK
 NQ0370_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0370_SP_SET: ROCK OUTCROP
 NQ0370_STAMPING: K 144 1959
 NQ0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0370+STABILITY: POSITION/ELEVATION WELL
 NQ0370
 NQ0370  HISTORY     - Date     Condition        Report By
 NQ0370  HISTORY     - 1959     MONUMENTED       CGS
 NQ0370  HISTORY     - 1968     GOOD             USGS
 NQ0370
 NQ0370                          STATION DESCRIPTION
 NQ0370
 NQ0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0370'8 MI E FROM GARRETT.
 NQ0370'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0370'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG
 NQ0370'A GRADED DIRT ROAD, THENCE ABOUT 3.55 MILES NORTHEAST ALONG A
 NQ0370'TRACK ROAD TO THE JUNCTION OF A TRACK ROAD IN THE BOTTOM OF A
 NQ0370'DRAW, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG A TRACK ROAD, IN THE
 NQ0370'NORTHWEST CORNER OF SECTION 29, T 25 N, R 72 W, 42 FEET NORTH
 NQ0370'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A LARGE FLAT
 NQ0370'ROCK OUTCROP PROJECTING 3 INCHES, ABOUT THE CENTER OF A LONG
 NQ0370'DRAW, 178 FEET SOUTH OF A LONE 18-INCH PINE TREE WHICH IS ON THE
 NQ0370'TOP OF A ROCKY POINT ON THE NORTH SIDE OF THE DRAW, 17 FEET
 NQ0370'SOUTH OF THE CENTER OF A NARROW WASH, AND ABOUT 3 FEET BELOW
 NQ0370'THE LEVEL OF THE ROAD.
 NQ0370
 NQ0370                          STATION RECOVERY (1968)
 NQ0370
 NQ0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NQ0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0394 ***********************************************************************
 NQ0394  DESIGNATION -  K 145
 NQ0394  PID         -  NQ0394
 NQ0394  STATE/COUNTY-  WY/ALBANY
 NQ0394  USGS QUAD   -  ROGERS CREEK (1968)
 NQ0394
 NQ0394                         *CURRENT SURVEY CONTROL
 NQ0394  ___________________________________________________________________
 NQ0394* NAD 83(1986)-  42 12 14.     (N)    105 48 44.     (W)     SCALED    
 NQ0394* NAVD 88     -      2178.536  (meters)    7147.41   (feet)  ADJUSTED  
 NQ0394  ___________________________________________________________________
 NQ0394  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 NQ0394  DYNAMIC HT  -        2176.847 (meters)    7141.87  (feet)  COMP
 NQ0394  MODELED GRAV-     979,767.5   (mgal)                       NAVD 88
 NQ0394
 NQ0394  VERT ORDER  -  SECOND    CLASS 0
 NQ0394
 NQ0394.The horizontal coordinates were scaled from a topographic map and have
 NQ0394.an estimated accuracy of +/- 6 seconds.
 NQ0394
 NQ0394.The orthometric height was determined by differential leveling
 NQ0394.and adjusted by the National Geodetic Survey in June 1991..
 NQ0394
 NQ0394.The geoid height was determined by GEOID03.
 NQ0394
 NQ0394.The dynamic height is computed by dividing the NAVD 88
 NQ0394.geopotential number by the normal gravity value computed on the
 NQ0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0394.degrees latitude (g = 980.6199 gals.).
 NQ0394
 NQ0394.The modeled gravity was interpolated from observed gravity values.
 NQ0394
 NQ0394;                    North         East    Units  Estimated Accuracy
 NQ0394;SPC WY E     -   189,430.      146,690.      MT  (+/- 180 meters Scaled)
 NQ0394
 NQ0394                          SUPERSEDED SURVEY CONTROL
 NQ0394
 NQ0394  NGVD 29 (??/??/92) 2177.514  (m)         7144.06   (f) ADJ UNCH    2 0
 NQ0394
 NQ0394.Superseded values are not recommended for survey control.
 NQ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0394.See file dsdata.txt to determine how the superseded data were derived.
 NQ0394
 NQ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG329727(NAD 83)
 NQ0394_MARKER: DB = BENCH MARK DISK
 NQ0394_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0394_SP_SET: ROCK BLUFF
 NQ0394_STAMPING: K 145 1959
 NQ0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0394+STABILITY: POSITION/ELEVATION WELL
 NQ0394
 NQ0394  HISTORY     - Date     Condition        Report By
 NQ0394  HISTORY     - 1959     MONUMENTED       CGS
 NQ0394
 NQ0394                          STATION DESCRIPTION
 NQ0394
 NQ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0394'16.3 MI NW FROM GARRETT.
 NQ0394'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE
 NQ0394'OLD POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG
 NQ0394'A GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT
 NQ0394'0.6 MILE SOUTH ALONG THE OLD FORT FETTERMAN ROAD WHICH IS COUNTY
 NQ0394'ROAD 61, THENCE ABOUT 7.05 MILES NORTHWEST ALONG A GRADED DIRT
 NQ0394'ROAD WHICH IS COUNTY ROAD 64, IN THE NORTHWEST CORNER OF
 NQ0394'SECTION 26, T 26 N, R 75 W, 48 FEET EAST OF THE CENTER LINE OF THE
 NQ0394'ROAD, IN THE TOP OF A HARD REDDISH ROCK OUTCROP PROJECTING
 NQ0394'4 INCHES, ABOUT 0.2 MILE NORTH OF A SHALE ROCK BLUFF WHICH IS
 NQ0394'FLAT ON THE TOP, ABOUT 0.1 MILE SOUTH OF A WOODEN BRIDGE OVER
 NQ0394'MULE CREEK, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0418 ***********************************************************************
 NQ0418  DESIGNATION -  K 146
 NQ0418  PID         -  NQ0418
 NQ0418  STATE/COUNTY-  WY/ALBANY
 NQ0418  USGS QUAD   -  ROCK CREEK (1992)
 NQ0418
 NQ0418                         *CURRENT SURVEY CONTROL
 NQ0418  ___________________________________________________________________
 NQ0418* NAD 83(1986)-  42 23 48.     (N)    105 59 29.     (W)     SCALED    
 NQ0418* NAVD 88     -      2258.365  (meters)    7409.32   (feet)  ADJUSTED  
 NQ0418  ___________________________________________________________________
 NQ0418  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 NQ0418  DYNAMIC HT  -        2256.631 (meters)    7403.63  (feet)  COMP
 NQ0418  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 NQ0418
 NQ0418  VERT ORDER  -  SECOND    CLASS 0
 NQ0418
 NQ0418.The horizontal coordinates were scaled from a topographic map and have
 NQ0418.an estimated accuracy of +/- 6 seconds.
 NQ0418
 NQ0418.The orthometric height was determined by differential leveling
 NQ0418.and adjusted by the National Geodetic Survey in June 1991..
 NQ0418
 NQ0418.The geoid height was determined by GEOID03.
 NQ0418
 NQ0418.The dynamic height is computed by dividing the NAVD 88
 NQ0418.geopotential number by the normal gravity value computed on the
 NQ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0418.degrees latitude (g = 980.6199 gals.).
 NQ0418
 NQ0418.The modeled gravity was interpolated from observed gravity values.
 NQ0418
 NQ0418;                    North         East    Units  Estimated Accuracy
 NQ0418;SPC WY E     -   210,970.      132,100.      MT  (+/- 180 meters Scaled)
 NQ0418
 NQ0418                          SUPERSEDED SURVEY CONTROL
 NQ0418
 NQ0418  NGVD 29 (??/??/92) 2257.313  (m)         7405.87   (f) ADJ UNCH    2 0
 NQ0418
 NQ0418.Superseded values are not recommended for survey control.
 NQ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0418.See file dsdata.txt to determine how the superseded data were derived.
 NQ0418
 NQ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG184942(NAD 83)
 NQ0418_MARKER: DB = BENCH MARK DISK
 NQ0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0418_STAMPING: K 146 1959
 NQ0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0418+STABILITY: SURFACE MOTION
 NQ0418
 NQ0418  HISTORY     - Date     Condition        Report By
 NQ0418  HISTORY     - 1959     MONUMENTED       CGS
 NQ0418
 NQ0418                          STATION DESCRIPTION
 NQ0418
 NQ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0418'1.4 MI NW FROM LITTLE MEDICINE.
 NQ0418'ABOUT 1.0 MILE NORTHWEST ALONG A TRACK ROAD FROM THE RANCH
 NQ0418'BUILDINGS AT LITTLE MEDICINE, THENCE ABOUT 0.35 MILE WEST
 NQ0418'ALONG A TRACK ROAD, ON THE CREST OF A SMALL KNOLL, 64 FEET
 NQ0418'NORTH OF THE CENTER LINE OF THE ROAD, NEAR THE CENTER OF SECTION
 NQ0418'18, T 28 N, R 76 W, ABOUT 0.15 MILE WEST OF A CULVERT IN A DRAW,
 NQ0418'ABOUT 0.15 MILE EAST OF A GATE IN A NORTH-SOUTH FENCE, 1.5
 NQ0418'FEET SOUTH OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 NQ0418'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0345 ***********************************************************************
 MP0345  DESIGNATION -  K 15
 MP0345  PID         -  MP0345
 MP0345  STATE/COUNTY-  WY/CARBON
 MP0345  USGS QUAD   -  BAGGS (1982)
 MP0345
 MP0345                         *CURRENT SURVEY CONTROL
 MP0345  ___________________________________________________________________
 MP0345* NAD 83(1986)-  41 01 03.     (N)    107 39 54.     (W)     SCALED    
 MP0345* NAVD 88     -      1928.837  (meters)    6328.19   (feet)  ADJUSTED  
 MP0345  ___________________________________________________________________
 MP0345  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 MP0345  DYNAMIC HT  -        1927.087 (meters)    6322.45  (feet)  COMP
 MP0345  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 MP0345
 MP0345  VERT ORDER  -  FIRST     CLASS II
 MP0345
 MP0345.The horizontal coordinates were scaled from a topographic map and have
 MP0345.an estimated accuracy of +/- 6 seconds.
 MP0345
 MP0345.The orthometric height was determined by differential leveling
 MP0345.and adjusted by the National Geodetic Survey in June 1991..
 MP0345
 MP0345.The geoid height was determined by GEOID03.
 MP0345
 MP0345.The dynamic height is computed by dividing the NAVD 88
 MP0345.geopotential number by the normal gravity value computed on the
 MP0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0345.degrees latitude (g = 980.6199 gals.).
 MP0345
 MP0345.The modeled gravity was interpolated from observed gravity values.
 MP0345
 MP0345;                    North         East    Units  Estimated Accuracy
 MP0345;SPC WYEC     -   157,520.      372,100.      MT  (+/- 180 meters Scaled)
 MP0345
 MP0345                          SUPERSEDED SURVEY CONTROL
 MP0345
 MP0345  NGVD 29 (??/??/92) 1927.637  (m)         6324.26   (f) ADJ UNCH    1 2
 MP0345
 MP0345.Superseded values are not recommended for survey control.
 MP0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0345.See file dsdata.txt to determine how the superseded data were derived.
 MP0345
 MP0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF759441(NAD 83)
 MP0345_MARKER: DB = BENCH MARK DISK
 MP0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0345_STAMPING: K 15 1933
 MP0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0345+STABILITY: SURFACE MOTION
 MP0345
 MP0345  HISTORY     - Date     Condition        Report By
 MP0345  HISTORY     - 1933     MONUMENTED       CGS
 MP0345
 MP0345                          STATION DESCRIPTION
 MP0345
 MP0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0345'1.8 MI S FROM BAGGS.
 MP0345'1.8 MILES SOUTH ALONG THE OLD BAGGS-CRAIG HIGHWAY FROM BAGGS, CARBON
 MP0345'COUNTY, AT A T-ROAD TO THE SOUTH, 35 FEET EAST OF THE T-ROAD SOUTH, 50
 MP0345'FEET SOUTH OF THE CENTER ROAD EW, 130 FEET EAST OF AN IRRIGATION DITCH
 MP0345'ON THE EAST-WEST ROAD.  A STANDARD DISK, STAMPED K 15 1933 AND SET IN
 MP0345'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0193 ***********************************************************************
 MQ0193  DESIGNATION -  K 150
 MQ0193  PID         -  MQ0193
 MQ0193  STATE/COUNTY-  WY/SWEETWATER
 MQ0193  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0193
 MQ0193                         *CURRENT SURVEY CONTROL
 MQ0193  ___________________________________________________________________
 MQ0193* NAD 83(1986)-  41 34 54.     (N)    109 12 36.     (W)     SCALED    
 MQ0193* NAVD 88     -      1925.243  (meters)    6316.40   (feet)  ADJUSTED  
 MQ0193  ___________________________________________________________________
 MQ0193  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MQ0193  DYNAMIC HT  -        1923.645 (meters)    6311.16  (feet)  COMP
 MQ0193  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 MQ0193
 MQ0193  VERT ORDER  -  SECOND    CLASS 0
 MQ0193
 MQ0193.The horizontal coordinates were scaled from a topographic map and have
 MQ0193.an estimated accuracy of +/- 6 seconds.
 MQ0193
 MQ0193.The orthometric height was determined by differential leveling
 MQ0193.and adjusted by the National Geodetic Survey in June 1991..
 MQ0193
 MQ0193.The geoid height was determined by GEOID03.
 MQ0193
 MQ0193.The dynamic height is computed by dividing the NAVD 88
 MQ0193.geopotential number by the normal gravity value computed on the
 MQ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0193.degrees latitude (g = 980.6199 gals.).
 MQ0193
 MQ0193.The modeled gravity was interpolated from observed gravity values.
 MQ0193
 MQ0193;                    North         East    Units  Estimated Accuracy
 MQ0193;SPC WYWC     -   120,220.      561,640.      MT  (+/- 180 meters Scaled)
 MQ0193
 MQ0193                          SUPERSEDED SURVEY CONTROL
 MQ0193
 MQ0193  NGVD 29 (??/??/92) 1923.977  (m)         6312.25   (f) ADJ UNCH    2 0
 MQ0193
 MQ0193.Superseded values are not recommended for survey control.
 MQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0193.See file dsdata.txt to determine how the superseded data were derived.
 MQ0193
 MQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM492048(NAD 83)
 MQ0193_MARKER: DB = BENCH MARK DISK
 MQ0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0193_SP_SET: BUILDING
 MQ0193_STAMPING: K 150 1962
 MQ0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0193
 MQ0193  HISTORY     - Date     Condition        Report By
 MQ0193  HISTORY     - 1962     MONUMENTED       CGS
 MQ0193  HISTORY     - 1969     GOOD             NGS
 MQ0193
 MQ0193                          STATION DESCRIPTION
 MQ0193
 MQ0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0193'IN ROCK SPRINGS.
 MQ0193'AT ROCK SPRINGS, 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE
 MQ0193'POST OFFICE, AT THE INTERSECTION OF CENNECTICUT AVENUE AND D STREET,
 MQ0193'SET VERTICALLY IN THE SOUTH WALL AND NEAR THE SOUTHEAST CORNER OF MT.
 MQ0193'FUEL AND SUPPLY COMPANY BUILDING, 3.7 FEET WEST OF THE SOUTHEAST
 MQ0193'CORNER OF THE BUILDING, 27.6 FEET NORTH OF THE NORTH CURB OF D STREET,
 MQ0193'162.9 FEET EAST OF THE EAST CURB OF THE AVENUE, AND ABOUT 0.5 FOOT
 MQ0193'ABOVE THE GROUND.
 MQ0193
 MQ0193                          STATION RECOVERY (1969)
 MQ0193
 MQ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MQ0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0060 ***********************************************************************
 MQ0060  DESIGNATION -  K 151
 MQ0060  PID         -  MQ0060
 MQ0060  STATE/COUNTY-  WY/SWEETWATER
 MQ0060  USGS QUAD   -  SCRIVNER BUTTE (1963)
 MQ0060
 MQ0060                         *CURRENT SURVEY CONTROL
 MQ0060  ___________________________________________________________________
 MQ0060* NAD 83(1986)-  41 07 06.     (N)    108 48 24.     (W)     SCALED    
 MQ0060* NAVD 88     -      2257.472  (meters)    7406.39   (feet)  ADJUSTED  
 MQ0060  ___________________________________________________________________
 MQ0060  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MQ0060  DYNAMIC HT  -        2255.348 (meters)    7399.42  (feet)  COMP
 MQ0060  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 MQ0060
 MQ0060  VERT ORDER  -  SECOND    CLASS 0
 MQ0060
 MQ0060.The horizontal coordinates were scaled from a topographic map and have
 MQ0060.an estimated accuracy of +/- 6 seconds.
 MQ0060
 MQ0060.The orthometric height was determined by differential leveling
 MQ0060.and adjusted by the National Geodetic Survey in June 1991..
 MQ0060
 MQ0060.The geoid height was determined by GEOID03.
 MQ0060
 MQ0060.The dynamic height is computed by dividing the NAVD 88
 MQ0060.geopotential number by the normal gravity value computed on the
 MQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0060.degrees latitude (g = 980.6199 gals.).
 MQ0060
 MQ0060.The modeled gravity was interpolated from observed gravity values.
 MQ0060
 MQ0060;                    North         East    Units  Estimated Accuracy
 MQ0060;SPC WYWC     -    68,660.      595,240.      MT  (+/- 180 meters Scaled)
 MQ0060
 MQ0060                          SUPERSEDED SURVEY CONTROL
 MQ0060
 MQ0060  NGVD 29 (??/??/92) 2256.074  (m)         7401.80   (f) ADJ UNCH    2 0
 MQ0060
 MQ0060.Superseded values are not recommended for survey control.
 MQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0060.See file dsdata.txt to determine how the superseded data were derived.
 MQ0060
 MQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL841542(NAD 83)
 MQ0060_MARKER: DB = BENCH MARK DISK
 MQ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0060_STAMPING: K 151 1962
 MQ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0060+STABILITY: SURFACE MOTION
 MQ0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0060+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0060
 MQ0060  HISTORY     - Date     Condition        Report By
 MQ0060  HISTORY     - 1962     MONUMENTED       CGS
 MQ0060  HISTORY     - 1982     GOOD             NGS
 MQ0060  HISTORY     - 20011003 MARK NOT FOUND   WYHD
 MQ0060  HISTORY     - 20011003 GOOD             WYHD
 MQ0060
 MQ0060                          STATION DESCRIPTION
 MQ0060
 MQ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0060'46.2 MI SE FROM ROCK SPRINGS.
 MQ0060'46.2 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0060'ROCK SPRINGS, 107 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT
 MQ0060'THE JUNCTION OF A DIRT ROAD SOUTHWEST, 50 FEET NORTHWEST OF THE CENTER
 MQ0060'LINE OF THE ROAD, 3.2 FEET SOUTHEAST OF A CONCRETE POST PROJECTING 0.5
 MQ0060'FOOT ABOVE THE GROUND.
 MQ0060
 MQ0060                          STATION RECOVERY (1982)
 MQ0060
 MQ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0060'A NEW WITNESS POST SIGN WAS ADDED.
 MQ0060
 MQ0060                          STATION RECOVERY (2001)
 MQ0060
 MQ0060'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0060'MARK NOT FOUND.
 MQ0060
 MQ0060                          STATION RECOVERY (2001)
 MQ0060
 MQ0060'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0039 ***********************************************************************
 MQ0039  DESIGNATION -  K 152
 MQ0039  PID         -  MQ0039
 MQ0039  STATE/COUNTY-  WY/SWEETWATER
 MQ0039  USGS QUAD   -  MUD SPRINGS RANCH (1968)
 MQ0039
 MQ0039                         *CURRENT SURVEY CONTROL
 MQ0039  ___________________________________________________________________
 MQ0039* NAD 83(1986)-  41 21 07.     (N)    108 56 15.     (W)     SCALED    
 MQ0039* NAVD 88     -      2050.771  (meters)    6728.24   (feet)  ADJUSTED  
 MQ0039  ___________________________________________________________________
 MQ0039  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 MQ0039  DYNAMIC HT  -        2048.978 (meters)    6722.36  (feet)  COMP
 MQ0039  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 MQ0039
 MQ0039  VERT ORDER  -  SECOND    CLASS 0
 MQ0039
 MQ0039.The horizontal coordinates were scaled from a topographic map and have
 MQ0039.an estimated accuracy of +/- 6 seconds.
 MQ0039
 MQ0039.The orthometric height was determined by differential leveling
 MQ0039.and adjusted by the National Geodetic Survey in June 1991..
 MQ0039
 MQ0039.The geoid height was determined by GEOID03.
 MQ0039
 MQ0039.The dynamic height is computed by dividing the NAVD 88
 MQ0039.geopotential number by the normal gravity value computed on the
 MQ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0039.degrees latitude (g = 980.6199 gals.).
 MQ0039
 MQ0039.The modeled gravity was interpolated from observed gravity values.
 MQ0039
 MQ0039;                    North         East    Units  Estimated Accuracy
 MQ0039;SPC WYWC     -    94,620.      584,310.      MT  (+/- 180 meters Scaled)
 MQ0039
 MQ0039                          SUPERSEDED SURVEY CONTROL
 MQ0039
 MQ0039  NGVD 29 (??/??/92) 2049.458  (m)         6723.93   (f) ADJ UNCH    2 0
 MQ0039
 MQ0039.Superseded values are not recommended for survey control.
 MQ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0039.See file dsdata.txt to determine how the superseded data were derived.
 MQ0039
 MQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL725798(NAD 83)
 MQ0039_MARKER: DB = BENCH MARK DISK
 MQ0039_SETTING: 80 = SET IN A BOULDER
 MQ0039_SP_SET: BOULDER
 MQ0039_STAMPING: K 152 1962
 MQ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0039+STABILITY: SURFACE MOTION
 MQ0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MQ0039+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0039
 MQ0039  HISTORY     - Date     Condition        Report By
 MQ0039  HISTORY     - 1962     MONUMENTED       CGS
 MQ0039  HISTORY     - 20011003 GOOD             WYHD
 MQ0039
 MQ0039                          STATION DESCRIPTION
 MQ0039
 MQ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0039'25.3 MI SE FROM ROCK SPRINGS.
 MQ0039'25.3 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0039'ROCK SPRINGS, 0.25 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD, SET
 MQ0039'VERTICALLY IN THE WEST FACE OF A LARGE BOULDER, 9.2 FEET SOUTH OF THE
 MQ0039'NORTH END, 472 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET
 MQ0039'HIGHER THAN THE HIGHWAY, AND 1.7 FEET ABOVE THE GROUND.
 MQ0039
 MQ0039                          STATION RECOVERY (2001)
 MQ0039
 MQ0039'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0187 ***********************************************************************
 MR0187  DESIGNATION -  K 153
 MR0187  PID         -  MR0187
 MR0187  STATE/COUNTY-  WY/UINTA
 MR0187  USGS QUAD   -  MYERS RESERVOIR (1965)
 MR0187
 MR0187                         *CURRENT SURVEY CONTROL
 MR0187  ___________________________________________________________________
 MR0187* NAD 83(1986)-  41 02 43.     (N)    110 56 01.     (W)     SCALED    
 MR0187* NAVD 88     -      2266.039  (meters)    7434.50   (feet)  ADJUSTED  
 MR0187  ___________________________________________________________________
 MR0187  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 MR0187  DYNAMIC HT  -        2263.831 (meters)    7427.25  (feet)  COMP
 MR0187  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 MR0187
 MR0187  VERT ORDER  -  SECOND    CLASS 0
 MR0187
 MR0187.The horizontal coordinates were scaled from a topographic map and have
 MR0187.an estimated accuracy of +/- 6 seconds.
 MR0187
 MR0187.The orthometric height was determined by differential leveling
 MR0187.and adjusted by the National Geodetic Survey in June 1991..
 MR0187
 MR0187.The geoid height was determined by GEOID03.
 MR0187
 MR0187.The dynamic height is computed by dividing the NAVD 88
 MR0187.geopotential number by the normal gravity value computed on the
 MR0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0187.degrees latitude (g = 980.6199 gals.).
 MR0187
 MR0187.The modeled gravity was interpolated from observed gravity values.
 MR0187
 MR0187;                    North         East    Units  Estimated Accuracy
 MR0187;SPC WY W     -   160,900.      728,520.      MT  (+/- 180 meters Scaled)
 MR0187
 MR0187                          SUPERSEDED SURVEY CONTROL
 MR0187
 MR0187  NGVD 29 (??/??/92) 2264.595  (m)         7429.76   (f) ADJ UNCH    2 0
 MR0187
 MR0187.Superseded values are not recommended for survey control.
 MR0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0187.See file dsdata.txt to determine how the superseded data were derived.
 MR0187
 MR0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL055437(NAD 83)
 MR0187_MARKER: DB = BENCH MARK DISK
 MR0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0187_STAMPING: K 153 1962
 MR0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0187+STABILITY: SURFACE MOTION
 MR0187
 MR0187  HISTORY     - Date     Condition        Report By
 MR0187  HISTORY     - 1962     MONUMENTED       CGS
 MR0187
 MR0187                          STATION DESCRIPTION
 MR0187
 MR0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0187'22.2 MI S FROM EVANSTON.
 MR0187'19.8 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0187'OF U.S. HIGHWAY 189 AT EVANSTON, THENCE 2.4 MILES WEST ALONG A DIRT
 MR0187'ROAD, 82 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE
 MR0187'OVER BEAR RIVER, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0
 MR0187'FEET NORTH OF A FENCE, 1.3 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT
 MR0187'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MR0187'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0129 ***********************************************************************
 PY0129  DESIGNATION -  K 157
 PY0129  PID         -  PY0129
 PY0129  STATE/COUNTY-  WY/PARK
 PY0129  USGS QUAD   -  MAMMOTH (1986)
 PY0129
 PY0129                         *CURRENT SURVEY CONTROL
 PY0129  ___________________________________________________________________
 PY0129* NAD 83(1986)-  44 54 26.     (N)    110 43 57.     (W)     SCALED    
 PY0129* NAVD 88     -      2225.346  (meters)    7300.99   (feet)  ADJUSTED  
 PY0129  ___________________________________________________________________
 PY0129  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY0129  DYNAMIC HT  -        2224.056 (meters)    7296.76  (feet)  COMP
 PY0129  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 PY0129
 PY0129  VERT ORDER  -  FIRST     CLASS II
 PY0129
 PY0129.The horizontal coordinates were scaled from a topographic map and have
 PY0129.an estimated accuracy of +/- 6 seconds.
 PY0129
 PY0129.The orthometric height was determined by differential leveling
 PY0129.and adjusted by the National Geodetic Survey in June 1991..
 PY0129
 PY0129.The geoid height was determined by GEOID03.
 PY0129
 PY0129.The dynamic height is computed by dividing the NAVD 88
 PY0129.geopotential number by the normal gravity value computed on the
 PY0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0129.degrees latitude (g = 980.6199 gals.).
 PY0129
 PY0129.The modeled gravity was interpolated from observed gravity values.
 PY0129
 PY0129;                    North         East    Units  Estimated Accuracy
 PY0129;SPC WYWC     -   491,470.      443,440.      MT  (+/- 180 meters Scaled)
 PY0129
 PY0129                          SUPERSEDED SURVEY CONTROL
 PY0129
 PY0129  NGVD 29 (08/20/92) 2224.042  (m)         7296.71   (f) ADJUSTED    1 2
 PY0129
 PY0129.Superseded values are not recommended for survey control.
 PY0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0129.See file dsdata.txt to determine how the superseded data were derived.
 PY0129
 PY0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ211726(NAD 83)
 PY0129_MARKER: DB = BENCH MARK DISK
 PY0129_SETTING: 66 = SET IN ROCK OUTCROP
 PY0129_SP_SET: BEDROCK
 PY0129_STAMPING: K 157 1960
 PY0129_MARK LOGO: CGS   
 PY0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0129+STABILITY: POSITION/ELEVATION WELL
 PY0129
 PY0129  HISTORY     - Date     Condition        Report By
 PY0129  HISTORY     - 1960     MONUMENTED       CGS
 PY0129  HISTORY     - 1983     GOOD             NGS
 PY0129  HISTORY     - 1987     GOOD             NGS
 PY0129
 PY0129                          STATION DESCRIPTION
 PY0129
 PY0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0129'6.8 MI S FROM MAMMOTH HOT SPRINGS.
 PY0129'ABOUT 6.8 MILES SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0129'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, 0.8 MILE SOUTH OF
 PY0129'SWAN LAKE, 0.1 MILE NORTH OF WHERE HIGHWAY LEAVES FLAT AND ENTERS
 PY0129'TIMBER AREA, AT THE SOUTH END OF SWAN LAKE FLAT, SET IN A ROCK OUTCROP
 PY0129'AMONG A GROUP OF BOULDERS WHICH PROJECTS ABOUT 3 FEET, 44 FEET WEST OF
 PY0129'THE CENTER LINE OF THE HIGHWAY, ABOUT 200 FEET NORTH OF A SMALL
 PY0129'CLEARING IN THE TIMBER, 82 YARDS SOUTH OF THE NORTH EDGE OF THE TIMBER
 PY0129'LINE, IN A GROVE OF FUR TREES, AND ABOUT 4 1/2 FEET ABOVE THE LEVEL OF
 PY0129'THE HIGHWAY.
 PY0129
 PY0129                          STATION RECOVERY (1983)
 PY0129
 PY0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0129'RECOVERED IN GOOD CONDITION.
 PY0129
 PY0129                          STATION RECOVERY (1987)
 PY0129
 PY0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0094 ***********************************************************************
 PY0094  DESIGNATION -  K 158
 PY0094  PID         -  PY0094
 PY0094  STATE/COUNTY-  WY/PARK
 PY0094  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0094
 PY0094                         *CURRENT SURVEY CONTROL
 PY0094  ___________________________________________________________________
 PY0094* NAD 83(1986)-  44 39 43.     (N)    110 45 47.     (W)     SCALED    
 PY0094* NAVD 88     -      2178.907  (meters)    7148.63   (feet)  ADJUSTED  
 PY0094  ___________________________________________________________________
 PY0094  GEOID HEIGHT-          -8.72  (meters)                     GEOID03
 PY0094  DYNAMIC HT  -        2177.582 (meters)    7144.28  (feet)  COMP
 PY0094  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 PY0094
 PY0094  VERT ORDER  -  FIRST     CLASS II
 PY0094
 PY0094.The horizontal coordinates were scaled from a topographic map and have
 PY0094.an estimated accuracy of +/- 6 seconds.
 PY0094
 PY0094.The orthometric height was determined by differential leveling
 PY0094.and adjusted by the National Geodetic Survey in June 1991..
 PY0094.WARNING-Repeat measurements at this control monument indicate possible
 PY0094.vertical movement.
 PY0094
 PY0094.The geoid height was determined by GEOID03.
 PY0094
 PY0094.The dynamic height is computed by dividing the NAVD 88
 PY0094.geopotential number by the normal gravity value computed on the
 PY0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0094.degrees latitude (g = 980.6199 gals.).
 PY0094
 PY0094.The modeled gravity was interpolated from observed gravity values.
 PY0094
 PY0094;                    North         East    Units  Estimated Accuracy
 PY0094;SPC WYWC     -   464,270.      440,360.      MT  (+/- 180 meters Scaled)
 PY0094
 PY0094                          SUPERSEDED SURVEY CONTROL
 PY0094
 PY0094  NGVD 29 (08/20/92) 2177.597  (m)         7144.33   (f) ADJUSTED    1 2
 PY0094
 PY0094.Superseded values are not recommended for survey control.
 PY0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0094.See file dsdata.txt to determine how the superseded data were derived.
 PY0094
 PY0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ187454(NAD 83)
 PY0094_MARKER: DB = BENCH MARK DISK
 PY0094_SETTING: 66 = SET IN ROCK OUTCROP
 PY0094_SP_SET: BEDROCK
 PY0094_STAMPING: K 158 1960
 PY0094_MARK LOGO: CGS   
 PY0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0094+STABILITY: POSITION/ELEVATION WELL
 PY0094
 PY0094  HISTORY     - Date     Condition        Report By
 PY0094  HISTORY     - 1960     MONUMENTED       CGS
 PY0094  HISTORY     - 1983     GOOD             NGS
 PY0094  HISTORY     - 1987     GOOD             NGS
 PY0094
 PY0094                          STATION DESCRIPTION
 PY0094
 PY0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0094'7.1 MI SW FROM NORRIS.
 PY0094'ABOUT 7.1 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0094'HIGHWAY FROM THE MUSEUM AT NORRIS, 0.75 MILE SOUTHWEST OF A CONCRETE
 PY0094'HIGHWAY BRIDGE OVER THE GIBBON RIVER, SET IN THE TOP OF A ROCK OUTCROP
 PY0094'WHICH PROJECTS 2 FEET, 42 FEET SOUTH OF THE CENTER LINE OF THE
 PY0094'HIGHWAY, 66 FEET NORTH OF THE NORTH EDGE OF THE GIBBON RIVER, 14 1/2
 PY0094'FEET SOUTH OF THE SOUTH EDGE OF AN ASPHALT PARKING AREA, AND ABOUT 1
 PY0094'FOOT BELOW THE HIGHWAY.
 PY0094
 PY0094                          STATION RECOVERY (1983)
 PY0094
 PY0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0094'RECOVERED IN GOOD CONDITION.
 PY0094
 PY0094                          STATION RECOVERY (1987)
 PY0094
 PY0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0341 ***********************************************************************
 PW0341  DESIGNATION -  K 159
 PW0341  PID         -  PW0341
 PW0341  STATE/COUNTY-  WY/BIG HORN
 PW0341  USGS QUAD   -  WILD HORSE FLATS (1978)
 PW0341
 PW0341                         *CURRENT SURVEY CONTROL
 PW0341  ___________________________________________________________________
 PW0341* NAD 83(1986)-  44 29 39.     (N)    107 59 45.     (W)     SCALED    
 PW0341* NAVD 88     -      1213.643  (meters)    3981.76   (feet)  ADJUSTED  
 PW0341  ___________________________________________________________________
 PW0341  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 PW0341  DYNAMIC HT  -        1213.163 (meters)    3980.19  (feet)  COMP
 PW0341  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 PW0341
 PW0341  VERT ORDER  -  SECOND    CLASS 0
 PW0341
 PW0341.The horizontal coordinates were scaled from a topographic map and have
 PW0341.an estimated accuracy of +/- 6 seconds.
 PW0341
 PW0341.The orthometric height was determined by differential leveling
 PW0341.and adjusted by the National Geodetic Survey in June 1991..
 PW0341
 PW0341.The geoid height was determined by GEOID03.
 PW0341
 PW0341.The dynamic height is computed by dividing the NAVD 88
 PW0341.geopotential number by the normal gravity value computed on the
 PW0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0341.degrees latitude (g = 980.6199 gals.).
 PW0341
 PW0341.The modeled gravity was interpolated from observed gravity values.
 PW0341
 PW0341;                    North         East    Units  Estimated Accuracy
 PW0341;SPC WYEC     -   543,870.      347,310.      MT  (+/- 180 meters Scaled)
 PW0341
 PW0341                          SUPERSEDED SURVEY CONTROL
 PW0341
 PW0341  NGVD 29 (??/??/92) 1212.853  (m)         3979.17   (f) ADJ UNCH    2 0
 PW0341
 PW0341.Superseded values are not recommended for survey control.
 PW0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0341.See file dsdata.txt to determine how the superseded data were derived.
 PW0341
 PW0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK618311(NAD 83)
 PW0341_MARKER: DB = BENCH MARK DISK
 PW0341_SETTING: 66 = SET IN ROCK OUTCROP
 PW0341_SP_SET: SANDSTONE OUTCROP
 PW0341_STAMPING: K 159 1966
 PW0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0341+STABILITY: POSITION/ELEVATION WELL
 PW0341
 PW0341  HISTORY     - Date     Condition        Report By
 PW0341  HISTORY     - 1966     MONUMENTED       CGS
 PW0341
 PW0341                          STATION DESCRIPTION
 PW0341
 PW0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0341'2.7 MI E FROM GREYBULL.
 PW0341'2.7 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT GREYBULL,
 PW0341'AT THE CROSSING OF A POWER LINE, IN THE TOP OF A SANDSTONE OUTCROP
 PW0341'WHICH PROJECTS ABOUT 1 FOOT, 89 FEET NORTH OF THE CENTER LINE OF THE
 PW0341'HIGHWAY, 136 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A
 PW0341'GRAVELED ROAD SOUTH, 197 FEET WEST-NORTHWEST OF A T JUNCTION POWER
 PW0341'POLE, 40.6 FEET NORTH OF A FENCE, 40.7 FEET NORTH OF A WITNESS POST,
 PW0341'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0428 ***********************************************************************
 NQ0428  DESIGNATION -  K 16
 NQ0428  PID         -  NQ0428
 NQ0428  STATE/COUNTY-  WY/CONVERSE
 NQ0428  USGS QUAD   -  GLENROCK (1974)
 NQ0428
 NQ0428                         *CURRENT SURVEY CONTROL
 NQ0428  ___________________________________________________________________
 NQ0428* NAD 83(1986)-  42 50 58.     (N)    105 48 03.     (W)     SCALED    
 NQ0428* NAVD 88     -      1524.658  (meters)    5002.15   (feet)  ADJUSTED  
 NQ0428  ___________________________________________________________________
 NQ0428  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 NQ0428  DYNAMIC HT  -        1523.697 (meters)    4999.00  (feet)  COMP
 NQ0428  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 NQ0428
 NQ0428  VERT ORDER  -  FIRST     CLASS II
 NQ0428
 NQ0428.The horizontal coordinates were scaled from a topographic map and have
 NQ0428.an estimated accuracy of +/- 6 seconds.
 NQ0428
 NQ0428.The orthometric height was determined by differential leveling
 NQ0428.and adjusted by the National Geodetic Survey in June 1991..
 NQ0428
 NQ0428.The geoid height was determined by GEOID03.
 NQ0428
 NQ0428.The dynamic height is computed by dividing the NAVD 88
 NQ0428.geopotential number by the normal gravity value computed on the
 NQ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0428.degrees latitude (g = 980.6199 gals.).
 NQ0428
 NQ0428.The modeled gravity was interpolated from observed gravity values.
 NQ0428
 NQ0428;                    North         East    Units  Estimated Accuracy
 NQ0428;SPC WY E     -   261,130.      148,170.      MT  (+/- 180 meters Scaled)
 NQ0428
 NQ0428                          SUPERSEDED SURVEY CONTROL
 NQ0428
 NQ0428  NGVD 29 (??/??/92) 1523.772  (m)         4999.24   (f) ADJ UNCH    1 2
 NQ0428
 NQ0428.Superseded values are not recommended for survey control.
 NQ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0428.See file dsdata.txt to determine how the superseded data were derived.
 NQ0428
 NQ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH345444(NAD 83)
 NQ0428_MARKER: DB = BENCH MARK DISK
 NQ0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0428_SP_SET: CULVERT
 NQ0428_STAMPING: K 16 1934
 NQ0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0428
 NQ0428  HISTORY     - Date     Condition        Report By
 NQ0428  HISTORY     - 1934     MONUMENTED       CGS
 NQ0428
 NQ0428                          STATION DESCRIPTION
 NQ0428
 NQ0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0428'4.5 MI E FROM GLENROCK.
 NQ0428'4.5 MILES, BY RAIL, E. OF C.B. AND Q.R.R. STATION, ALONG THE
 NQ0428'CHICAGO BURLINGTON AND QUINCY R.R., 116 FT. W M.P. 174.
 NQ0428'CENTER OF S. HEADWALL OF CATTLE PASS, 12.0 FT. S. OF S. RAIL,
 NQ0428'AND 3 FT. BELOW TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0382 ***********************************************************************
 PW0382  DESIGNATION -  K 160
 PW0382  PID         -  PW0382
 PW0382  STATE/COUNTY-  WY/BIG HORN
 PW0382  USGS QUAD   -  SHELL FALLS (1993)
 PW0382
 PW0382                         *CURRENT SURVEY CONTROL
 PW0382  ___________________________________________________________________
 PW0382* NAD 83(1986)-  44 35 04.     (N)    107 35 35.     (W)     SCALED    
 PW0382* NAVD 88     -      2024.921  (meters)    6643.43   (feet)  ADJUSTED  
 PW0382  ___________________________________________________________________
 PW0382  GEOID HEIGHT-          -9.00  (meters)                     GEOID03
 PW0382  DYNAMIC HT  -        2023.842 (meters)    6639.89  (feet)  COMP
 PW0382  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 PW0382
 PW0382  VERT ORDER  -  SECOND    CLASS 0
 PW0382
 PW0382.The horizontal coordinates were scaled from a topographic map and have
 PW0382.an estimated accuracy of +/- 6 seconds.
 PW0382
 PW0382.The orthometric height was determined by differential leveling
 PW0382.and adjusted by the National Geodetic Survey in June 1991..
 PW0382
 PW0382.The geoid height was determined by GEOID03.
 PW0382
 PW0382.The dynamic height is computed by dividing the NAVD 88
 PW0382.geopotential number by the normal gravity value computed on the
 PW0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0382.degrees latitude (g = 980.6199 gals.).
 PW0382
 PW0382.The modeled gravity was interpolated from observed gravity values.
 PW0382
 PW0382;                    North         East    Units  Estimated Accuracy
 PW0382;SPC WYEC     -   553,720.      379,380.      MT  (+/- 180 meters Scaled)
 PW0382
 PW0382                          SUPERSEDED SURVEY CONTROL
 PW0382
 PW0382  NGVD 29 (??/??/92) 2023.926  (m)         6640.16   (f) ADJ UNCH    2 0
 PW0382
 PW0382.Superseded values are not recommended for survey control.
 PW0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0382.See file dsdata.txt to determine how the superseded data were derived.
 PW0382
 PW0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK941400(NAD 83)
 PW0382_MARKER: DB = BENCH MARK DISK
 PW0382_SETTING: 66 = SET IN ROCK OUTCROP
 PW0382_SP_SET: OUTCROP MASS
 PW0382_STAMPING: K 160 1966
 PW0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0382+STABILITY: POSITION/ELEVATION WELL
 PW0382
 PW0382  HISTORY     - Date     Condition        Report By
 PW0382  HISTORY     - 1966     MONUMENTED       CGS
 PW0382
 PW0382                          STATION DESCRIPTION
 PW0382
 PW0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0382'12.55 MI NE FROM SHELL.
 PW0382'12.55 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0382'SHELL, AT THE SOUTHEAST END OF A SMALL TURNOUT, IN THE TOP OF A
 PW0382'MASSIVE OUTCROP WHICH IS ON THE NORTHEAST BANK OF SHELL CREEK, 70 FEET
 PW0382'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET NORTHWEST OF THE
 PW0382'CENTER OF THE SOUTHWEST END OF AN 18-INCH PIPE CULVERT, 6.2 FEET
 PW0382'SOUTHEAST OF A WITNESS POST, AND ABOUT 8 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0272 ***********************************************************************
 PW0272  DESIGNATION -  K 161
 PW0272  PID         -  PW0272
 PW0272  STATE/COUNTY-  WY/SHERIDAN
 PW0272  USGS QUAD   -  RANCHESTER (1978)
 PW0272
 PW0272                         *CURRENT SURVEY CONTROL
 PW0272  ___________________________________________________________________
 PW0272* NAD 83(1986)-  44 53 49.     (N)    107 13 14.     (W)     SCALED    
 PW0272* NAVD 88     -      1180.050  (meters)    3871.55   (feet)  ADJUSTED  
 PW0272  ___________________________________________________________________
 PW0272  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 PW0272  DYNAMIC HT  -        1179.623 (meters)    3870.15  (feet)  COMP
 PW0272  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 PW0272
 PW0272  VERT ORDER  -  SECOND    CLASS 0
 PW0272
 PW0272.The horizontal coordinates were scaled from a topographic map and have
 PW0272.an estimated accuracy of +/- 6 seconds.
 PW0272
 PW0272.The orthometric height was determined by differential leveling
 PW0272.and adjusted by the National Geodetic Survey in June 1991..
 PW0272
 PW0272.The geoid height was determined by GEOID03.
 PW0272
 PW0272.The dynamic height is computed by dividing the NAVD 88
 PW0272.geopotential number by the normal gravity value computed on the
 PW0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0272.degrees latitude (g = 980.6199 gals.).
 PW0272
 PW0272.The modeled gravity was interpolated from observed gravity values.
 PW0272
 PW0272;                    North         East    Units  Estimated Accuracy
 PW0272;SPC WYEC     -   588,420.      408,910.      MT  (+/- 180 meters Scaled)
 PW0272
 PW0272                          SUPERSEDED SURVEY CONTROL
 PW0272
 PW0272  NGVD 29 (??/??/92) 1179.285  (m)         3869.04   (f) ADJ UNCH    2 0
 PW0272
 PW0272.Superseded values are not recommended for survey control.
 PW0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0272.See file dsdata.txt to determine how the superseded data were derived.
 PW0272
 PW0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK246739(NAD 83)
 PW0272_MARKER: DB = BENCH MARK DISK
 PW0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0272_STAMPING: K 161 1966
 PW0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0272+STABILITY: SURFACE MOTION
 PW0272
 PW0272  HISTORY     - Date     Condition        Report By
 PW0272  HISTORY     - 1966     MONUMENTED       CGS
 PW0272
 PW0272                          STATION DESCRIPTION
 PW0272
 PW0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0272'3.0 MI W FROM RANCHESTER.
 PW0272'3.0 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0272'RANCHESTER, 2.65 MILES NORTHEAST OF DAYTON, 0.5 MILE EAST OF A
 PW0272'MONUMENT COMMEMORATING SPWER EXPIDITION FIGHT, 48 1/2 FEET SOUTH OF
 PW0272'THE CENTER LINE OF THE HIGHWAY, 24 FEET WEST OF THE WEST END OF A
 PW0272'GATE, 4 1/2 FEET WEST OF A T JUNCTION FENCE CORNER POST, 1.4 FEET
 PW0272'NORTH OF A FENCE, 2.0 FEET WEST OF A WITNESS POST, ABOUT 4 FEET LOWER
 PW0272'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 PW0272'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0231 ***********************************************************************
 PW0231  DESIGNATION -  K 162
 PW0231  PID         -  PW0231
 PW0231  STATE/COUNTY-  WY/SHERIDAN
 PW0231  USGS QUAD   -  SKULL RIDGE (1993)
 PW0231
 PW0231                         *CURRENT SURVEY CONTROL
 PW0231  ___________________________________________________________________
 PW0231* NAD 83(1986)-  44 46 16.     (N)    107 26 23.     (W)     SCALED    
 PW0231* NAVD 88     -      2470.157  (meters)    8104.17   (feet)  ADJUSTED  
 PW0231  ___________________________________________________________________
 PW0231  GEOID HEIGHT-          -9.60  (meters)                     GEOID03
 PW0231  DYNAMIC HT  -        2468.792 (meters)    8099.70  (feet)  COMP
 PW0231  MODELED GRAV-     979,973.5   (mgal)                       NAVD 88
 PW0231
 PW0231  VERT ORDER  -  SECOND    CLASS 0
 PW0231
 PW0231.The horizontal coordinates were scaled from a topographic map and have
 PW0231.an estimated accuracy of +/- 6 seconds.
 PW0231
 PW0231.The orthometric height was determined by differential leveling
 PW0231.and adjusted by the National Geodetic Survey in June 1991..
 PW0231
 PW0231.The geoid height was determined by GEOID03.
 PW0231
 PW0231.The dynamic height is computed by dividing the NAVD 88
 PW0231.geopotential number by the normal gravity value computed on the
 PW0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0231.degrees latitude (g = 980.6199 gals.).
 PW0231
 PW0231.The modeled gravity was interpolated from observed gravity values.
 PW0231
 PW0231;                    North         East    Units  Estimated Accuracy
 PW0231;SPC WYEC     -   574,440.      391,580.      MT  (+/- 180 meters Scaled)
 PW0231
 PW0231                          SUPERSEDED SURVEY CONTROL
 PW0231
 PW0231  NGVD 29 (??/??/92) 2469.119  (m)         8100.77   (f) ADJ UNCH    2 0
 PW0231
 PW0231.Superseded values are not recommended for survey control.
 PW0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0231.See file dsdata.txt to determine how the superseded data were derived.
 PW0231
 PW0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK069604(NAD 83)
 PW0231_MARKER: DB = BENCH MARK DISK
 PW0231_SETTING: 80 = SET IN A BOULDER
 PW0231_STAMPING: K 162 1966
 PW0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0231+STABILITY: SURFACE MOTION
 PW0231
 PW0231  HISTORY     - Date     Condition        Report By
 PW0231  HISTORY     - 1966     MONUMENTED       CGS
 PW0231
 PW0231                          STATION DESCRIPTION
 PW0231
 PW0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0231'19.8 MI SW FROM DAYTON.
 PW0231'19.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0231'DAYTON, IN THE TOP OF A BOULDER PROJECTING ABOUT 2 FEET, 107 1/2 FEET
 PW0231'NORTH OF THE WEST ONE OF TWO POST SUPPORTING A APPROACHING SIBLEY
 PW0231'SOUTH TONGUE RECREATION AREA SIGN, 50 FEET WEST OF THE CENTER LINE OF
 PW0231'THE HIGHWAY, 31 1/2 FEET WEST OF THE CENTER OF THE WEST END OF A
 PW0231'24-INCH PIPE CULVERT, 3.7 FEET SOUTH OF A WITNESS POST, AND ABOUT 3
 PW0231'1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0281 ***********************************************************************
 PW0281  DESIGNATION -  K 163
 PW0281  PID         -  PW0281
 PW0281  STATE/COUNTY-  WY/WASHAKIE
 PW0281  USGS QUAD   -  TEN SLEEP (1976)
 PW0281
 PW0281                         *CURRENT SURVEY CONTROL
 PW0281  ___________________________________________________________________
 PW0281* NAD 83(1986)-  44 02 51.     (N)    107 25 35.     (W)     SCALED    
 PW0281* NAVD 88     -      1379.623  (meters)    4526.31   (feet)  ADJUSTED  
 PW0281  ___________________________________________________________________
 PW0281  GEOID HEIGHT-         -10.62  (meters)                     GEOID03
 PW0281  DYNAMIC HT  -        1379.015 (meters)    4524.32  (feet)  COMP
 PW0281  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 PW0281
 PW0281  VERT ORDER  -  SECOND    CLASS 0
 PW0281
 PW0281.The horizontal coordinates were scaled from a topographic map and have
 PW0281.an estimated accuracy of +/- 6 seconds.
 PW0281
 PW0281.The orthometric height was determined by differential leveling
 PW0281.and adjusted by the National Geodetic Survey in June 1991..
 PW0281
 PW0281.The geoid height was determined by GEOID03.
 PW0281
 PW0281.The dynamic height is computed by dividing the NAVD 88
 PW0281.geopotential number by the normal gravity value computed on the
 PW0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0281.degrees latitude (g = 980.6199 gals.).
 PW0281
 PW0281.The modeled gravity was interpolated from observed gravity values.
 PW0281
 PW0281;                    North         East    Units  Estimated Accuracy
 PW0281;SPC WYEC     -   494,030.      392,540.      MT  (+/- 180 meters Scaled)
 PW0281
 PW0281                          SUPERSEDED SURVEY CONTROL
 PW0281
 PW0281  NGVD 29 (??/??/92) 1378.873  (m)         4523.85   (f) ADJ UNCH    2 0
 PW0281
 PW0281.Superseded values are not recommended for survey control.
 PW0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0281.See file dsdata.txt to determine how the superseded data were derived.
 PW0281
 PW0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ056800(NAD 83)
 PW0281_MARKER: DB = BENCH MARK DISK
 PW0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0281_SP_SET: CULVERT
 PW0281_STAMPING: K 163 1966
 PW0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0281
 PW0281  HISTORY     - Date     Condition        Report By
 PW0281  HISTORY     - 1966     MONUMENTED       CGS
 PW0281
 PW0281                          STATION DESCRIPTION
 PW0281
 PW0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0281'1.75 MI NE FROM TEN SLEEP.
 PW0281'1.75 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE AT TEN
 PW0281'SLEEP, 0.7 MILE NORTHEAST OF THE LATTER DAY SAINTS CHURCH, 0.05 MILE
 PW0281'EAST OF THE JUNCTION OF A DIRT ROAD NORTH THROUGH A GATE, IN THE TOP
 PW0281'AND 1.8 FEET EAST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A
 PW0281'6- BY-6-FOOT DOUBLE CONCRETE BOX CULVERT, 21 FEET NORTH OF THE CENTER
 PW0281'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0102 ***********************************************************************
 OV0102  DESIGNATION -  K 164
 OV0102  PID         -  OV0102
 OV0102  STATE/COUNTY-  WY/WASHAKIE
 OV0102  USGS QUAD   -  MAHOGANY BUTTE (1976)
 OV0102
 OV0102                         *CURRENT SURVEY CONTROL
 OV0102  ___________________________________________________________________
 OV0102* NAD 83(1986)-  43 44 49.     (N)    107 17 43.     (W)     SCALED    
 OV0102* NAVD 88     -      1543.091  (meters)    5062.62   (feet)  ADJUSTED  
 OV0102  ___________________________________________________________________
 OV0102  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 OV0102  DYNAMIC HT  -        1542.327 (meters)    5060.12  (feet)  COMP
 OV0102  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 OV0102
 OV0102  VERT ORDER  -  SECOND    CLASS 0
 OV0102
 OV0102.The horizontal coordinates were scaled from a topographic map and have
 OV0102.an estimated accuracy of +/- 6 seconds.
 OV0102
 OV0102.The orthometric height was determined by differential leveling
 OV0102.and adjusted by the National Geodetic Survey in June 1991..
 OV0102
 OV0102.The geoid height was determined by GEOID03.
 OV0102
 OV0102.The dynamic height is computed by dividing the NAVD 88
 OV0102.geopotential number by the normal gravity value computed on the
 OV0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0102.degrees latitude (g = 980.6199 gals.).
 OV0102
 OV0102.The modeled gravity was interpolated from observed gravity values.
 OV0102
 OV0102;                    North         East    Units  Estimated Accuracy
 OV0102;SPC WYEC     -   460,640.      403,070.      MT  (+/- 180 meters Scaled)
 OV0102
 OV0102                          SUPERSEDED SURVEY CONTROL
 OV0102
 OV0102  NGVD 29 (??/??/92) 1542.286  (m)         5059.98   (f) ADJ UNCH    2 0
 OV0102
 OV0102.Superseded values are not recommended for survey control.
 OV0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0102.See file dsdata.txt to determine how the superseded data were derived.
 OV0102
 OV0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ151463(NAD 83)
 OV0102_MARKER: DB = BENCH MARK DISK
 OV0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0102_STAMPING: K 164 1966
 OV0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0102+STABILITY: SURFACE MOTION
 OV0102
 OV0102  HISTORY     - Date     Condition        Report By
 OV0102  HISTORY     - 1966     MONUMENTED       CGS
 OV0102
 OV0102                          STATION DESCRIPTION
 OV0102
 OV0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0102'23.05 MI S FROM TEN SLEEP.
 OV0102'23.05 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0102'16 AT TEN SLEEP, AT THE JUNCTION OF A DRIVEWAY NORTHEAST TO A RANCH,
 OV0102'29 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 188 FEET NORTHWEST
 OV0102'OF A POINT DIRECTLY UNDER THE CENTER WIRE OF A POWER LINE, 25 FEET
 OV0102'NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 18 1/2 FEET NORTHWEST OF
 OV0102'THE NORTHWEST END OF A WOODEN POLE GATE, 1.5 FEET SOUTHWEST OF A
 OV0102'FENCE, 1.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE
 OV0102'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 OV0102'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0165 ***********************************************************************
 OV0165  DESIGNATION -  K 165
 OV0165  PID         -  OV0165
 OV0165  STATE/COUNTY-  WY/FREMONT
 OV0165  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0165
 OV0165                         *CURRENT SURVEY CONTROL
 OV0165  ___________________________________________________________________
 OV0165* NAD 83(1986)-  43 26 25.     (N)    107 35 27.     (W)     SCALED    
 OV0165* NAVD 88     -      1912.597  (meters)    6274.91   (feet)  ADJUSTED  
 OV0165  ___________________________________________________________________
 OV0165  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 OV0165  DYNAMIC HT  -        1911.410 (meters)    6271.02  (feet)  COMP
 OV0165  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 OV0165
 OV0165  VERT ORDER  -  SECOND    CLASS 0
 OV0165
 OV0165.The horizontal coordinates were scaled from a topographic map and have
 OV0165.an estimated accuracy of +/- 6 seconds.
 OV0165
 OV0165.The orthometric height was determined by differential leveling
 OV0165.and adjusted by the National Geodetic Survey in June 1991..
 OV0165
 OV0165.The geoid height was determined by GEOID03.
 OV0165
 OV0165.The dynamic height is computed by dividing the NAVD 88
 OV0165.geopotential number by the normal gravity value computed on the
 OV0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0165.degrees latitude (g = 980.6199 gals.).
 OV0165
 OV0165.The modeled gravity was interpolated from observed gravity values.
 OV0165
 OV0165;                    North         East    Units  Estimated Accuracy
 OV0165;SPC WYWC     -   327,220.      693,840.      MT  (+/- 180 meters Scaled)
 OV0165
 OV0165                          SUPERSEDED SURVEY CONTROL
 OV0165
 OV0165  NGVD 29 (??/??/92) 1911.622  (m)         6271.71   (f) ADJ UNCH    2 0
 OV0165
 OV0165.Superseded values are not recommended for survey control.
 OV0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0165.See file dsdata.txt to determine how the superseded data were derived.
 OV0165
 OV0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ903129(NAD 83)
 OV0165_MARKER: DB = BENCH MARK DISK
 OV0165_SETTING: 66 = SET IN ROCK OUTCROP
 OV0165_SP_SET: OUTCROP
 OV0165_STAMPING: K 165 1966
 OV0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0165+STABILITY: POSITION/ELEVATION WELL
 OV0165
 OV0165  HISTORY     - Date     Condition        Report By
 OV0165  HISTORY     - 1966     MONUMENTED       CGS
 OV0165
 OV0165                          STATION DESCRIPTION
 OV0165
 OV0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0165'15.6 MI NE FROM LYSITE.
 OV0165'15.6 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0165'AND QUINCY RAILROAD STATION AT LYSITE, 0.1 MILE NORTH OF THE CROSSING
 OV0165'OF COTTONWOOD CREEK, ALONG THE EAST BANK OF THE CREEK, IN THE TOP OF A
 OV0165'LARGE FLAT OUTCROP PROJECTING ABOUT 2 1/2 FEET, 30 FEET WEST OF THE
 OV0165'CENTER LINE OF THE ROAD, 5.6 FEET WEST OF A WITNESS POST, AND ABOUT 3
 OV0165'1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0371 ***********************************************************************
 MO0371  DESIGNATION -  K 166
 MO0371  PID         -  MO0371
 MO0371  STATE/COUNTY-  WY/PLATTE
 MO0371  USGS QUAD   -  SQUAW ROCK (1981)
 MO0371
 MO0371                         *CURRENT SURVEY CONTROL
 MO0371  ___________________________________________________________________
 MO0371* NAD 83(1986)-  41 54 02.     (N)    105 09 45.     (W)     SCALED    
 MO0371* NAVD 88     -      1587.098  (meters)    5207.00   (feet)  ADJUSTED  
 MO0371  ___________________________________________________________________
 MO0371  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 MO0371  DYNAMIC HT  -        1586.015 (meters)    5203.45  (feet)  COMP
 MO0371  MODELED GRAV-     979,883.3   (mgal)                       NAVD 88
 MO0371
 MO0371  VERT ORDER  -  SECOND    CLASS 0
 MO0371
 MO0371.The horizontal coordinates were scaled from a topographic map and have
 MO0371.an estimated accuracy of +/- 6 seconds.
 MO0371
 MO0371.The orthometric height was determined by differential leveling
 MO0371.and adjusted by the National Geodetic Survey in June 1991..
 MO0371
 MO0371.The geoid height was determined by GEOID03.
 MO0371
 MO0371.The dynamic height is computed by dividing the NAVD 88
 MO0371.geopotential number by the normal gravity value computed on the
 MO0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0371.degrees latitude (g = 980.6199 gals.).
 MO0371
 MO0371.The modeled gravity was interpolated from observed gravity values.
 MO0371
 MO0371;                    North         East    Units  Estimated Accuracy
 MO0371;SPC WY E     -   155,530.      200,350.      MT  (+/- 180 meters Scaled)
 MO0371
 MO0371                          SUPERSEDED SURVEY CONTROL
 MO0371
 MO0371  NGVD 29 (??/??/92) 1586.280  (m)         5204.32   (f) ADJ UNCH    2 0
 MO0371
 MO0371.Superseded values are not recommended for survey control.
 MO0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0371.See file dsdata.txt to determine how the superseded data were derived.
 MO0371
 MO0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG865387(NAD 83)
 MO0371_MARKER: DB = BENCH MARK DISK
 MO0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0371_STAMPING: K 166 1966
 MO0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0371+STABILITY: SURFACE MOTION
 MO0371
 MO0371  HISTORY     - Date     Condition        Report By
 MO0371  HISTORY     - 1966     MONUMENTED       CGS
 MO0371
 MO0371                          STATION DESCRIPTION
 MO0371
 MO0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0371'19.2 MI SW FROM WHEATLAND.
 MO0371'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0371'WHEATLAND, THENCE 12.45 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0371'71 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET NORTH
 MO0371'OF A TELEPHONE POLE, 5.1 FEET NORTH OF A FENCE, 2.7 FEET WEST OF
 MO0371'A WITNESS POST, ABOUT 4 FEET LOWER THAN THE HIGHWAY, AND SET IN
 MO0371'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0437 ***********************************************************************
 MO0437  DESIGNATION -  K 167
 MO0437  PID         -  MO0437
 MO0437  STATE/COUNTY-  WY/LARAMIE
 MO0437  USGS QUAD   -  FARTHING (1978)
 MO0437
 MO0437                         *CURRENT SURVEY CONTROL
 MO0437  ___________________________________________________________________
 MO0437* NAD 83(1986)-  41 34 22.     (N)    105 13 39.     (W)     SCALED    
 MO0437* NAVD 88     -      1950.578  (meters)    6399.52   (feet)  ADJUSTED  
 MO0437  ___________________________________________________________________
 MO0437  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 MO0437  DYNAMIC HT  -        1948.993 (meters)    6394.32  (feet)  COMP
 MO0437  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 MO0437
 MO0437  VERT ORDER  -  SECOND    CLASS 0
 MO0437
 MO0437.The horizontal coordinates were scaled from a topographic map and have
 MO0437.an estimated accuracy of +/- 6 seconds.
 MO0437
 MO0437.The orthometric height was determined by differential leveling
 MO0437.and adjusted by the National Geodetic Survey in June 1991..
 MO0437
 MO0437.The geoid height was determined by GEOID03.
 MO0437
 MO0437.The dynamic height is computed by dividing the NAVD 88
 MO0437.geopotential number by the normal gravity value computed on the
 MO0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0437.degrees latitude (g = 980.6199 gals.).
 MO0437
 MO0437.The modeled gravity was interpolated from observed gravity values.
 MO0437
 MO0437;                    North         East    Units  Estimated Accuracy
 MO0437;SPC WY E     -   119,130.      194,930.      MT  (+/- 180 meters Scaled)
 MO0437
 MO0437                          SUPERSEDED SURVEY CONTROL
 MO0437
 MO0437  NGVD 29 (??/??/92) 1949.592  (m)         6396.29   (f) ADJ UNCH    2 0
 MO0437
 MO0437.Superseded values are not recommended for survey control.
 MO0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0437.See file dsdata.txt to determine how the superseded data were derived.
 MO0437
 MO0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG810023(NAD 83)
 MO0437_MARKER: DB = BENCH MARK DISK
 MO0437_SETTING: 80 = SET IN A BOULDER
 MO0437_SP_SET: BOULDER
 MO0437_STAMPING: K 167 1966
 MO0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0437+STABILITY: SURFACE MOTION
 MO0437
 MO0437  HISTORY     - Date     Condition        Report By
 MO0437  HISTORY     - 1966     MONUMENTED       CGS
 MO0437
 MO0437                          STATION DESCRIPTION
 MO0437
 MO0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0437'2.2 MI NW FROM FARTHING.
 MO0437'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0437'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 0.3 MILE
 MO0437'NORTHWEST ALONG A PRIVATE ROAD, 0.25 MILE NORTHWEST OF A
 MO0437'CATTLEGUARD, 0.2 MILE SOUTHEAST OF A CATTLEGUARD, IN THE TOP
 MO0437'OF A BOULDER PROJECTING ABOUT 1/2 FOOT, 121 FEET NORTHEAST
 MO0437'OF THE CENTER LINE OF THE ROAD, 3.1 FEET NORTHWEST OF A
 MO0437'WITNESS POST, AND ABOUT 6 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0192 ***********************************************************************
 MR0192  DESIGNATION -  K 168
 MR0192  PID         -  MR0192
 MR0192  STATE/COUNTY-  WY/LINCOLN
 MR0192  USGS QUAD   -  KEMMERER (1985)
 MR0192
 MR0192                         *CURRENT SURVEY CONTROL
 MR0192  ___________________________________________________________________
 MR0192* NAD 83(1986)-  41 48 11.     (N)    110 34 35.     (W)     SCALED    
 MR0192* NAVD 88     -      2129.092  (meters)    6985.20   (feet)  ADJUSTED  
 MR0192  ___________________________________________________________________
 MR0192  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 MR0192  DYNAMIC HT  -        2127.232 (meters)    6979.09  (feet)  COMP
 MR0192  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 MR0192
 MR0192  VERT ORDER  -  SECOND    CLASS 0
 MR0192
 MR0192.The horizontal coordinates were scaled from a topographic map and have
 MR0192.an estimated accuracy of +/- 6 seconds.
 MR0192
 MR0192.The orthometric height was determined by differential leveling
 MR0192.and adjusted by the National Geodetic Survey in June 1991..
 MR0192
 MR0192.The geoid height was determined by GEOID03.
 MR0192
 MR0192.The dynamic height is computed by dividing the NAVD 88
 MR0192.geopotential number by the normal gravity value computed on the
 MR0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0192.degrees latitude (g = 980.6199 gals.).
 MR0192
 MR0192.The modeled gravity was interpolated from observed gravity values.
 MR0192
 MR0192;                    North         East    Units  Estimated Accuracy
 MR0192;SPC WY W     -   244,820.      759,030.      MT  (+/- 180 meters Scaled)
 MR0192
 MR0192                          SUPERSEDED SURVEY CONTROL
 MR0192
 MR0192  NGVD 29 (??/??/92) 2127.683  (m)         6980.57   (f) ADJ UNCH    2 0
 MR0192
 MR0192.Superseded values are not recommended for survey control.
 MR0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0192.See file dsdata.txt to determine how the superseded data were derived.
 MR0192
 MR0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM351279(NAD 83)
 MR0192_MARKER: DB = BENCH MARK DISK
 MR0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0192_SP_SET: FOUNDATION
 MR0192_STAMPING: K 168 1966
 MR0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0192
 MR0192  HISTORY     - Date     Condition        Report By
 MR0192  HISTORY     - 1966     MONUMENTED       CGS
 MR0192
 MR0192                          STATION DESCRIPTION
 MR0192
 MR0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0192'2.2 MI W FROM KEMMERER.
 MR0192'2.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0192'KEMMERER, 0.1 MILE (5 POLES) WEST OF MILEPOLE 42, IN THE TOP OF THE
 MR0192'EAST END OF THE NORTH CONCRETE FOUNDATION OF A STEEL OVERHEAD
 MR0192'STRUCTURE SUPPORTING SIGNAL LIGHTS, 8.9 FEET NORTH OF THE NORTH RAIL
 MR0192'OF THE NORTH TRACK, 1.8 FEET WEST OF THE SOUTHEAST CORNER OF THE
 MR0192'FOUNDATION, ABOUT 1 1/2 FEET HIGHER THAN THE TRACK AND 2 FEET ABOVE
 MR0192'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0335 ***********************************************************************
 OX0335  DESIGNATION -  K 17
 OX0335  PID         -  OX0335
 OX0335  STATE/COUNTY-  WY/LINCOLN
 OX0335  USGS QUAD   -  ETNA (1966)
 OX0335
 OX0335                         *CURRENT SURVEY CONTROL
 OX0335  ___________________________________________________________________
 OX0335* NAD 83(1986)-  43 03 57.     (N)    111 00 42.     (W)     SCALED    
 OX0335* NAVD 88     -      1776.997  (meters)    5830.03   (feet)  ADJUSTED  
 OX0335  ___________________________________________________________________
 OX0335  GEOID HEIGHT-         -10.69  (meters)                     GEOID03
 OX0335  DYNAMIC HT  -        1775.787 (meters)    5826.06  (feet)  COMP
 OX0335  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 OX0335
 OX0335  VERT ORDER  -  SECOND    CLASS 0
 OX0335
 OX0335.The horizontal coordinates were scaled from a topographic map and have
 OX0335.an estimated accuracy of +/- 6 seconds.
 OX0335
 OX0335.The orthometric height was determined by differential leveling
 OX0335.and adjusted by the National Geodetic Survey in June 1991..
 OX0335
 OX0335.The geoid height was determined by GEOID03.
 OX0335
 OX0335.The dynamic height is computed by dividing the NAVD 88
 OX0335.geopotential number by the normal gravity value computed on the
 OX0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0335.degrees latitude (g = 980.6199 gals.).
 OX0335
 OX0335.The modeled gravity was interpolated from observed gravity values.
 OX0335
 OX0335;                    North         East    Units  Estimated Accuracy
 OX0335;SPC WY W     -   385,390.      724,390.      MT  (+/- 180 meters Scaled)
 OX0335
 OX0335                          SUPERSEDED SURVEY CONTROL
 OX0335
 OX0335  NGVD 29 (??/??/92) 1775.738  (m)         5825.90   (f) ADJ UNCH    2 0
 OX0335
 OX0335.Superseded values are not recommended for survey control.
 OX0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0335.See file dsdata.txt to determine how the superseded data were derived.
 OX0335
 OX0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN990681(NAD 83)
 OX0335_MARKER: DB = BENCH MARK DISK
 OX0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0335_SP_SET: CONCRETE POST
 OX0335_STAMPING: K 17 1927
 OX0335_MARK LOGO: USGS  
 OX0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0335+STABILITY: SURFACE MOTION
 OX0335
 OX0335  HISTORY     - Date     Condition        Report By
 OX0335  HISTORY     - 1927     MONUMENTED       USGS
 OX0335  HISTORY     - 19900820 MARK NOT FOUND   LOCENG
 OX0335
 OX0335                          STATION DESCRIPTION
 OX0335
 OX0335'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 OX0335'2.3 MI N FROM ETNA.
 OX0335'2.3 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT ETNA,
 OX0335'LINCOLN COUNTY, 0.2 MILE SOUTH OF THE W.H. BOWER FARMHOUSE, 75 FEET
 OX0335'NORTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING WEST,
 OX0335'57 FEET NORTHWEST OF THE WEST END OF DOUBLE IRRIGATION CULVERTS UNDER
 OX0335'THE HIGHWAY, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 7
 OX0335'FEET NORTH OF A POLE.  A UNITED STATE GEOLOGICAL SURVEY STANDARD DISK,
 OX0335'STAMPED K 17 1927 AND SET IN THE TOP OF A CONCRETE POST.
 OX0335
 OX0335                          STATION RECOVERY (1990)
 OX0335
 OX0335'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 OX0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0230 ***********************************************************************
 MQ0230  DESIGNATION -  K 17
 MQ0230  PID         -  MQ0230
 MQ0230  STATE/COUNTY-  WY/SWEETWATER
 MQ0230  USGS QUAD   -  HAYSTACK BUTTES NORTH (1996)
 MQ0230
 MQ0230                         *CURRENT SURVEY CONTROL
 MQ0230  ___________________________________________________________________
 MQ0230* NAD 83(1986)-  41 14 13.     (N)    109 37 12.     (W)     SCALED    
 MQ0230* NAVD 88     -      1842.547  (meters)    6045.09   (feet)  ADJUSTED  
 MQ0230  ___________________________________________________________________
 MQ0230  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 MQ0230  DYNAMIC HT  -        1840.921 (meters)    6039.76  (feet)  COMP
 MQ0230  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 MQ0230
 MQ0230  VERT ORDER  -  FIRST     CLASS II
 MQ0230
 MQ0230.The horizontal coordinates were scaled from a topographic map and have
 MQ0230.an estimated accuracy of +/- 6 seconds.
 MQ0230
 MQ0230.The orthometric height was determined by differential leveling
 MQ0230.and adjusted by the National Geodetic Survey in June 1991..
 MQ0230
 MQ0230.The geoid height was determined by GEOID03.
 MQ0230
 MQ0230.The dynamic height is computed by dividing the NAVD 88
 MQ0230.geopotential number by the normal gravity value computed on the
 MQ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0230.degrees latitude (g = 980.6199 gals.).
 MQ0230
 MQ0230.The modeled gravity was interpolated from observed gravity values.
 MQ0230
 MQ0230;                    North         East    Units  Estimated Accuracy
 MQ0230;SPC WYWC     -    82,200.      527,070.      MT  (+/- 180 meters Scaled)
 MQ0230
 MQ0230                          SUPERSEDED SURVEY CONTROL
 MQ0230
 MQ0230  NGVD 29 (??/??/92) 1841.261  (m)         6040.87   (f) ADJ UNCH    1 2
 MQ0230
 MQ0230.Superseded values are not recommended for survey control.
 MQ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0230.See file dsdata.txt to determine how the superseded data were derived.
 MQ0230
 MQ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL156659(NAD 83)
 MQ0230_MARKER: DB = BENCH MARK DISK
 MQ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0230_STAMPING: 6040.870 K 17 1933
 MQ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0230+STABILITY: SURFACE MOTION
 MQ0230
 MQ0230  HISTORY     - Date     Condition        Report By
 MQ0230  HISTORY     - 1933     MONUMENTED       CGS
 MQ0230  HISTORY     - 1984     MARK NOT FOUND   NGS
 MQ0230
 MQ0230                          STATION DESCRIPTION
 MQ0230
 MQ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0230'19.1 MI N FROM LINWOOD, UT.
 MQ0230'IN SWEETWATER COUNTY, WYOMING, ABOUT 19.1 MILES NORTH ALONG THE OLD
 MQ0230'LINWOOD-GREEN RIVER HIGHWAY FROM LINWOOD, DAGGETT COUNTY, UTAH, ABOUT
 MQ0230'0.7 MILE EAST OF THE PRESENT HIGHWAY, ABOUT 0.2 MILE SOUTHEAST OF THE
 MQ0230'EDGE OF BUCKBOARD RESERVOIR, AT A LOW FLAT AT THE RESERVOIR, ABOUT 300
 MQ0230'FEET SOUTH OF THE HEADGATE AT THE WEST EDGE OF THE HIGHWAY, AND 64
 MQ0230'FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY.  A STANDARD DISK,
 MQ0230'STAMPED 6040.870 K 17 1933 AND SET IN THE TOP OF A CONCRETE POST
 MQ0230'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 MQ0230
 MQ0230                          STATION RECOVERY (1984)
 MQ0230
 MQ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0040 ***********************************************************************
 OV0040  DESIGNATION -  K 18
 OV0040  PID         -  OV0040
 OV0040  STATE/COUNTY-  WY/NATRONA
 OV0040  USGS QUAD   -  ILLCO (1978)
 OV0040
 OV0040                         *CURRENT SURVEY CONTROL
 OV0040  ___________________________________________________________________
 OV0040* NAD 83(1986)-  43 00 11.     (N)    106 29 20.     (W)     SCALED    
 OV0040* NAVD 88     -      1620.923  (meters)    5317.98   (feet)  POSTED    
 OV0040  ___________________________________________________________________
 OV0040  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 OV0040  DYNAMIC HT  -        1619.920 (meters)    5314.69  (feet)  COMP
 OV0040  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 OV0040
 OV0040  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0040
 OV0040.The horizontal coordinates were scaled from a topographic map and have
 OV0040.an estimated accuracy of +/- 6 seconds.
 OV0040
 OV0040.The orthometric height was determined by differential leveling
 OV0040.and adjusted by the National Geodetic Survey in 1992..
 OV0040.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0040.rate of 0.0 thru 1.0 mm/km.
 OV0040
 OV0040.The geoid height was determined by GEOID03.
 OV0040
 OV0040.The dynamic height is computed by dividing the NAVD 88
 OV0040.geopotential number by the normal gravity value computed on the
 OV0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0040.degrees latitude (g = 980.6199 gals.).
 OV0040
 OV0040.The modeled gravity was interpolated from observed gravity values.
 OV0040
 OV0040;                    North         East    Units  Estimated Accuracy
 OV0040;SPC WYEC     -   378,340.      468,850.      MT  (+/- 180 meters Scaled)
 OV0040
 OV0040                          SUPERSEDED SURVEY CONTROL
 OV0040
 OV0040  NGVD 29 (??/??/92) 1619.994  (m)         5314.93   (f) ADJ UNCH    1 2
 OV0040
 OV0040.Superseded values are not recommended for survey control.
 OV0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0040.See file dsdata.txt to determine how the superseded data were derived.
 OV0040
 OV0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH786622(NAD 83)
 OV0040_MARKER: DB = BENCH MARK DISK
 OV0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0040_STAMPING: K 18 1934
 OV0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0040+STABILITY: SURFACE MOTION
 OV0040
 OV0040  HISTORY     - Date     Condition        Report By
 OV0040  HISTORY     - 1934     MONUMENTED       CGS
 OV0040
 OV0040                          STATION DESCRIPTION
 OV0040
 OV0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0040'14.8 MI NW FROM CASPER.
 OV0040'ABOUT 14.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OV0040'RAILROAD FROM THE STATION AT CASPER, NATRONA COUNTY, ABOUT 0.4 MILE
 OV0040'EAST OF THE STATION AT ILLCO, ABOUT 340 FEET EAST OF CHICAGO,
 OV0040'BURLINGTON AND QUINCY RAILROAD MILEPOST 217, NEAR A COUNTRY ROAD
 OV0040'CROSSING, 78.0 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO, BURLINGTON
 OV0040'AND QUINCY RAILROAD, 75.0 FEET NORTH OF THE NORTH RAIL OF THE CHICAGO
 OV0040'AND NORTH WESTERN RAILWAY, 44.5 FEET EAST OF THE CENTER LINE OF THE
 OV0040'COUNTRY ROAD, 4.3 FEET WEST OF THE ROAD RIGHT-OF-WAY FENCE, AND ABOUT
 OV0040'2.0 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 18 1934 AND
 OV0040'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0158 ***********************************************************************
 MQ0158  DESIGNATION -  K 19
 MQ0158  PID         -  MQ0158
 MQ0158  STATE/COUNTY-  WY/SWEETWATER
 MQ0158  USGS QUAD   -  CLAY BUTTES (1968)
 MQ0158
 MQ0158                         *CURRENT SURVEY CONTROL
 MQ0158  ___________________________________________________________________
 MQ0158* NAD 83(1986)-  41 58 57.     (N)    109 23 18.     (W)     SCALED    
 MQ0158* NAVD 88     -      2037.485  (meters)    6684.65   (feet)  ADJUSTED  
 MQ0158  ___________________________________________________________________
 MQ0158  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MQ0158  DYNAMIC HT  -        2035.764 (meters)    6679.00  (feet)  COMP
 MQ0158  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 MQ0158
 MQ0158  VERT ORDER  -  FIRST     CLASS II
 MQ0158
 MQ0158.The horizontal coordinates were scaled from a topographic map and have
 MQ0158.an estimated accuracy of +/- 6 seconds.
 MQ0158
 MQ0158.The orthometric height was determined by differential leveling
 MQ0158.and adjusted by the National Geodetic Survey in June 1991..
 MQ0158
 MQ0158.The geoid height was determined by GEOID03.
 MQ0158
 MQ0158.The dynamic height is computed by dividing the NAVD 88
 MQ0158.geopotential number by the normal gravity value computed on the
 MQ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0158.degrees latitude (g = 980.6199 gals.).
 MQ0158
 MQ0158.The modeled gravity was interpolated from observed gravity values.
 MQ0158
 MQ0158;                    North         East    Units  Estimated Accuracy
 MQ0158;SPC WYWC     -   164,830.      547,100.      MT  (+/- 180 meters Scaled)
 MQ0158
 MQ0158                          SUPERSEDED SURVEY CONTROL
 MQ0158
 MQ0158  NGVD 29 (??/??/92) 2036.198  (m)         6680.43   (f) ADJ UNCH    1 2
 MQ0158
 MQ0158.Superseded values are not recommended for survey control.
 MQ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0158.See file dsdata.txt to determine how the superseded data were derived.
 MQ0158
 MQ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM335490(NAD 83)
 MQ0158_MARKER: DB = BENCH MARK DISK
 MQ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0158_STAMPING: 6680.187 K-19 1933
 MQ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0158+STABILITY: SURFACE MOTION
 MQ0158
 MQ0158  HISTORY     - Date     Condition        Report By
 MQ0158  HISTORY     - 1933     MONUMENTED       CGS
 MQ0158  HISTORY     - 1968     GOOD             USGS
 MQ0158
 MQ0158                          STATION DESCRIPTION
 MQ0158
 MQ0158'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MQ0158'5.5 MI SE FROM EDEN.
 MQ0158'EDEN, WYOMING, U.S. POST OFFICE, 3.5 MILES S. OF ALONG U.S. HIGHWAY
 MQ0158'THENCE 2.0 MILES SE (LEFT) ALONG OLD U.S. HIGHWAY 187, ABOUT 800 FEET
 MQ0158'SOUTH OF CURVE IN OLD HIGHWAY, 88 FEET EAST OF CENTERLINE OF OLD
 MQ0158'HIGHWAY, 48 FEET WEST OF ROW OF POLES, A STANDARD TABLET SET IN TOP OF
 MQ0158'A CONCRETE POST PROJECTING 0.4 FOOT STAMPED 6680.187 K 19 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0031 ***********************************************************************
 NS0031  DESIGNATION -  K 20
 NS0031  PID         -  NS0031
 NS0031  STATE/COUNTY-  WY/FREMONT
 NS0031  USGS QUAD   -  PACIFIC SPRINGS (1980)
 NS0031
 NS0031                         *CURRENT SURVEY CONTROL
 NS0031  ___________________________________________________________________
 NS0031* NAD 83(1986)-  42 22 19.     (N)    108 53 32.     (W)     SCALED    
 NS0031* NAVD 88     -      2291.066  (meters)    7516.61   (feet)  ADJUSTED  
 NS0031  ___________________________________________________________________
 NS0031  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 NS0031  DYNAMIC HT  -        2289.187 (meters)    7510.44  (feet)  COMP
 NS0031  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 NS0031
 NS0031  VERT ORDER  -  FIRST     CLASS II
 NS0031
 NS0031.The horizontal coordinates were scaled from a topographic map and have
 NS0031.an estimated accuracy of +/- 6 seconds.
 NS0031
 NS0031.The orthometric height was determined by differential leveling
 NS0031.and adjusted by the National Geodetic Survey in June 1991..
 NS0031
 NS0031.The geoid height was determined by GEOID03.
 NS0031
 NS0031.The dynamic height is computed by dividing the NAVD 88
 NS0031.geopotential number by the normal gravity value computed on the
 NS0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0031.degrees latitude (g = 980.6199 gals.).
 NS0031
 NS0031.The modeled gravity was interpolated from observed gravity values.
 NS0031
 NS0031;                    North         East    Units  Estimated Accuracy
 NS0031;SPC WYWC     -   207,900.      588,290.      MT  (+/- 180 meters Scaled)
 NS0031
 NS0031                          SUPERSEDED SURVEY CONTROL
 NS0031
 NS0031  NGVD 29 (??/??/92) 2289.825  (m)         7512.53   (f) ADJ UNCH    1 2
 NS0031
 NS0031.Superseded values are not recommended for survey control.
 NS0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0031.See file dsdata.txt to determine how the superseded data were derived.
 NS0031
 NS0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM735932(NAD 83)
 NS0031_MARKER: DB = BENCH MARK DISK
 NS0031_SETTING: 66 = SET IN ROCK OUTCROP
 NS0031_SP_SET: GRANITE OUTCROP
 NS0031_STAMPING: 7512.157 K 20 1933
 NS0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0031+STABILITY: POSITION/ELEVATION WELL
 NS0031
 NS0031  HISTORY     - Date     Condition        Report By
 NS0031  HISTORY     - 1933     MONUMENTED       CGS
 NS0031
 NS0031                          STATION DESCRIPTION
 NS0031
 NS0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0031'8.9 MI SW FROM SOUTH PASS CITY.
 NS0031'8.9 MILES SOUTHWEST ALONG THE ROAD TO FARSON FROM THE POST OFFICE AT
 NS0031'SOUTH PASS CITY, FREMONT COUNTY, 45 FEET NORTHWEST OF THE CENTER LINE
 NS0031'OF THE ROAD, AND IN THE TOP OF THE SECOND MOST PROMINENT GRANITE
 NS0031'OUTCROP.  A STANDARD DISK, STAMPED 7512.157 K 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0068 ***********************************************************************
 NS0068  DESIGNATION -  K 21
 NS0068  PID         -  NS0068
 NS0068  STATE/COUNTY-  WY/FREMONT
 NS0068  USGS QUAD   -  HUDSON (1978)
 NS0068
 NS0068                         *CURRENT SURVEY CONTROL
 NS0068  ___________________________________________________________________
 NS0068* NAD 83(1986)-  42 55 10.     (N)    108 32 34.     (W)     SCALED    
 NS0068* NAVD 88     -      1539.591  (meters)    5051.14   (feet)  ADJUSTED  
 NS0068  ___________________________________________________________________
 NS0068  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 NS0068  DYNAMIC HT  -        1538.581 (meters)    5047.83  (feet)  COMP
 NS0068  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 NS0068
 NS0068  VERT ORDER  -  FIRST     CLASS II
 NS0068
 NS0068.The horizontal coordinates were scaled from a topographic map and have
 NS0068.an estimated accuracy of +/- 6 seconds.
 NS0068
 NS0068.The orthometric height was determined by differential leveling
 NS0068.and adjusted by the National Geodetic Survey in June 1991..
 NS0068
 NS0068.The geoid height was determined by GEOID03.
 NS0068
 NS0068.The dynamic height is computed by dividing the NAVD 88
 NS0068.geopotential number by the normal gravity value computed on the
 NS0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0068.degrees latitude (g = 980.6199 gals.).
 NS0068
 NS0068.The modeled gravity was interpolated from observed gravity values.
 NS0068
 NS0068;                    North         East    Units  Estimated Accuracy
 NS0068;SPC WYWC     -   268,730.      616,920.      MT  (+/- 180 meters Scaled)
 NS0068
 NS0068                          SUPERSEDED SURVEY CONTROL
 NS0068
 NS0068  NGVD 29 (??/??/92) 1538.598  (m)         5047.88   (f) ADJ UNCH    1 2
 NS0068
 NS0068.Superseded values are not recommended for survey control.
 NS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0068.See file dsdata.txt to determine how the superseded data were derived.
 NS0068
 NS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN005547(NAD 83)
 NS0068_MARKER: DB = BENCH MARK DISK
 NS0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NS0068_SP_SET: PIER
 NS0068_STAMPING: 5047.385 K 21 1933
 NS0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0068
 NS0068  HISTORY     - Date     Condition        Report By
 NS0068  HISTORY     - 1933     MONUMENTED       CGS
 NS0068  HISTORY     - 1973     GOOD             NGS
 NS0068
 NS0068                          STATION DESCRIPTION
 NS0068
 NS0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0068'2.1 MI NE FROM HUDSON.
 NS0068'2.1 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NS0068'THE STATION AT HUDSON, FREMONT COUNTY, AT THE SITE OF A FORMER WATER
 NS0068'TOWER, IN THE TOP OF THE NORTHWEST OBLONG CONCRETE PIER, AND 64 FEET
 NS0068'SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 NS0068'5047.385 K 21 1933.
 NS0068
 NS0068                          STATION RECOVERY (1973)
 NS0068
 NS0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NS0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0069 ***********************************************************************
 OW0069  DESIGNATION -  K 22
 OW0069  PID         -  OW0069
 OW0069  STATE/COUNTY-  WY/FREMONT
 OW0069  USGS QUAD   -  BONNEVILLE SW (1978)
 OW0069
 OW0069                         *CURRENT SURVEY CONTROL
 OW0069  ___________________________________________________________________
 OW0069* NAD 83(1986)-  43 21 55.     (N)    108 09 03.     (W)     SCALED    
 OW0069* NAVD 88     -      1429.131  (meters)    4688.74   (feet)  ADJUSTED  
 OW0069  ___________________________________________________________________
 OW0069  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 OW0069  DYNAMIC HT  -        1428.263 (meters)    4685.89  (feet)  COMP
 OW0069  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 OW0069
 OW0069  VERT ORDER  -  FIRST     CLASS II
 OW0069
 OW0069.The horizontal coordinates were scaled from a topographic map and have
 OW0069.an estimated accuracy of +/- 6 seconds.
 OW0069
 OW0069.The orthometric height was determined by differential leveling
 OW0069.and adjusted by the National Geodetic Survey in June 1991..
 OW0069
 OW0069.The geoid height was determined by GEOID03.
 OW0069
 OW0069.The dynamic height is computed by dividing the NAVD 88
 OW0069.geopotential number by the normal gravity value computed on the
 OW0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0069.degrees latitude (g = 980.6199 gals.).
 OW0069
 OW0069.The modeled gravity was interpolated from observed gravity values.
 OW0069
 OW0069;                    North         East    Units  Estimated Accuracy
 OW0069;SPC WYWC     -   318,410.      648,560.      MT  (+/- 180 meters Scaled)
 OW0069
 OW0069                          SUPERSEDED SURVEY CONTROL
 OW0069
 OW0069  NGVD 29 (??/??/92) 1428.227  (m)         4685.77   (f) ADJ UNCH    1 2
 OW0069
 OW0069.Superseded values are not recommended for survey control.
 OW0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0069.See file dsdata.txt to determine how the superseded data were derived.
 OW0069
 OW0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP308053(NAD 83)
 OW0069_MARKER: DB = BENCH MARK DISK
 OW0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0069_STAMPING: 4685.197 K 22 1933
 OW0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0069+STABILITY: SURFACE MOTION
 OW0069
 OW0069  HISTORY     - Date     Condition        Report By
 OW0069  HISTORY     - 1933     MONUMENTED       CGS
 OW0069  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0069
 OW0069                          STATION DESCRIPTION
 OW0069
 OW0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0069'6.0 MI S FROM SOYSEN DAM.
 OW0069'6.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OW0069'SOYSEN DAM, FREMONT COUNTY, AT MILEAGE 314.28, 102 FEET NORTHEAST OF
 OW0069'THE TRACK, AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE. A STANDARD
 OW0069'DISK, STAMPED 4685.197 K 22 1933 AND SET IN THE TOP OF A CONCRETE POST
 OW0069'PROJECTING 5 INCHES ABOVE GROUND.
 OW0069
 OW0069                          STATION RECOVERY (1982)
 OW0069
 OW0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0012 ***********************************************************************
 OW0012  DESIGNATION -  K 23
 OW0012  PID         -  OW0012
 OW0012  STATE/COUNTY-  WY/HOT SPRINGS
 OW0012  USGS QUAD   -  KIRBY (1985)
 OW0012
 OW0012                         *CURRENT SURVEY CONTROL
 OW0012  ___________________________________________________________________
 OW0012* NAD 83(1986)-  43 48 50.     (N)    108 11 30.     (W)     SCALED    
 OW0012* NAVD 88     -      1293.174  (meters)    4242.69   (feet)  ADJUSTED  
 OW0012  ___________________________________________________________________
 OW0012  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 OW0012  DYNAMIC HT  -        1292.509 (meters)    4240.51  (feet)  COMP
 OW0012  MODELED GRAV-     980,061.0   (mgal)                       NAVD 88
 OW0012
 OW0012  VERT ORDER  -  FIRST     CLASS II
 OW0012
 OW0012.The horizontal coordinates were scaled from a topographic map and have
 OW0012.an estimated accuracy of +/- 6 seconds.
 OW0012
 OW0012.The orthometric height was determined by differential leveling
 OW0012.and adjusted by the National Geodetic Survey in June 1991..
 OW0012.WARNING-Repeat measurements at this control monument indicate possible
 OW0012.vertical movement.
 OW0012
 OW0012.The geoid height was determined by GEOID03.
 OW0012
 OW0012.The dynamic height is computed by dividing the NAVD 88
 OW0012.geopotential number by the normal gravity value computed on the
 OW0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0012.degrees latitude (g = 980.6199 gals.).
 OW0012
 OW0012.The modeled gravity was interpolated from observed gravity values.
 OW0012
 OW0012;                    North         East    Units  Estimated Accuracy
 OW0012;SPC WYWC     -   368,220.      644,920.      MT  (+/- 180 meters Scaled)
 OW0012
 OW0012                          SUPERSEDED SURVEY CONTROL
 OW0012
 OW0012  NGVD 29 (06/08/92) 1292.340  (m)         4239.95   (f) ADJUSTED    1 2
 OW0012
 OW0012.Superseded values are not recommended for survey control.
 OW0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0012.See file dsdata.txt to determine how the superseded data were derived.
 OW0012
 OW0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP258550(NAD 83)
 OW0012_MARKER: DB = BENCH MARK DISK
 OW0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0012_SP_SET: WALL
 OW0012_STAMPING: 4239.335 K 23 1933
 OW0012_MARK LOGO: CGS   
 OW0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0012
 OW0012  HISTORY     - Date     Condition        Report By
 OW0012  HISTORY     - 1933     MONUMENTED       CGS
 OW0012  HISTORY     - 1982     GOOD             NGS
 OW0012  HISTORY     - 1982     GOOD             LOCSUR
 OW0012
 OW0012                          STATION DESCRIPTION
 OW0012
 OW0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0012'0.8 MI NW FROM KIRBY.
 OW0012'0.8 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OW0012'FROM KIRBY, HOT SPRINGS COUNTY, AT BRIDGE NO. 348.82, AND IN THE TOP
 OW0012'OF THE SOUTH END OF THE WEST PARAPET WALL.  A STANDARD DISK, STAMPED
 OW0012'4239.335 K 23 1933.
 OW0012
 OW0012                          STATION RECOVERY (1982)
 OW0012
 OW0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0012'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  21.2 KM (13.15
 OW0012'MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH STATE
 OW0012'HIGHWAY 120 IN THERMOPOLIS, THENCE 0.6 KM (0.35 MI) SOUTHEAST ALONG A
 OW0012'PAVED ROAD, IN THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF
 OW0012'THE BURLINGTON NORTHERN RAILROAD CULVERT NUMBER 348.82, 53.0 METERS
 OW0012'173.9 FT) NORTHEAST OF THE CENTER OF THE ROAD AND 7.4 METERS (24.3 FT)
 OW0012'SOUTHWEST OF THE NEAR RAIL.
 OW0012'THE MARK IS 1.8 M BELOW THE TRACKS.
 OW0012
 OW0012                          STATION RECOVERY (1982)
 OW0012
 OW0012'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 OW0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0041 ***********************************************************************
 PX0041  DESIGNATION -  K 24
 PX0041  PID         -  PX0041
 PX0041  STATE/COUNTY-  WY/BIG HORN
 PX0041  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0041
 PX0041                         *CURRENT SURVEY CONTROL
 PX0041  ___________________________________________________________________
 PX0041* NAD 83(1986)-  44 22 53.     (N)    108 02 21.     (W)     SCALED    
 PX0041* NAVD 88     -      1181.239  (meters)    3875.45   (feet)  ADJUSTED  
 PX0041  ___________________________________________________________________
 PX0041  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PX0041  DYNAMIC HT  -        1180.748 (meters)    3873.84  (feet)  COMP
 PX0041  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 PX0041
 PX0041  VERT ORDER  -  FIRST     CLASS II
 PX0041
 PX0041.The horizontal coordinates were scaled from a topographic map and have
 PX0041.an estimated accuracy of +/- 6 seconds.
 PX0041
 PX0041.The orthometric height was determined by differential leveling
 PX0041.and adjusted by the National Geodetic Survey in June 1991..
 PX0041
 PX0041.The geoid height was determined by GEOID03.
 PX0041
 PX0041.The dynamic height is computed by dividing the NAVD 88
 PX0041.geopotential number by the normal gravity value computed on the
 PX0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0041.degrees latitude (g = 980.6199 gals.).
 PX0041
 PX0041.The modeled gravity was interpolated from observed gravity values.
 PX0041
 PX0041;                    North         East    Units  Estimated Accuracy
 PX0041;SPC WYEC     -   531,370.      343,760.      MT  (+/- 180 meters Scaled)
 PX0041
 PX0041                          SUPERSEDED SURVEY CONTROL
 PX0041
 PX0041  NGVD 29 (06/08/92) 1180.441  (m)         3872.83   (f) ADJUSTED    1 2
 PX0041
 PX0041.Superseded values are not recommended for survey control.
 PX0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0041.See file dsdata.txt to determine how the superseded data were derived.
 PX0041
 PX0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ358184(NAD 83)
 PX0041_MARKER: DB = BENCH MARK DISK
 PX0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0041_SP_SET: STEP
 PX0041_STAMPING: 3872.440 K 24 1933
 PX0041_MARK LOGO: CGS   
 PX0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0041
 PX0041  HISTORY     - Date     Condition        Report By
 PX0041  HISTORY     - 1933     MONUMENTED       CGS
 PX0041  HISTORY     - 1934     GOOD             NGS
 PX0041  HISTORY     - 1977     GOOD             DOD
 PX0041  HISTORY     - 1982     GOOD             NGS
 PX0041
 PX0041                          STATION DESCRIPTION
 PX0041
 PX0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0041'IN BASIN.
 PX0041'AT BASIN, BIG HORN COUNTY, AT THE REAR OF THE POST OFFICE, AND IN THE
 PX0041'TOP CONCRETE STEP LEADING TO THE BASEMENT.  A STANDARD DISK, STAMPED
 PX0041'3872.440 K 24 1933.
 PX0041
 PX0041                          STATION RECOVERY (1934)
 PX0041
 PX0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0041'RECOVERED IN GOOD CONDITION.
 PX0041
 PX0041                          STATION RECOVERY (1977)
 PX0041
 PX0041'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 PX0041'RECOVERED IN GOOD CONDITION.
 PX0041
 PX0041                          STATION RECOVERY (1982)
 PX0041
 PX0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0041'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BASIN, AT
 PX0041'THE INTERSECTION OF FOURTH AND C STREETS, IN TOP OF THE NORTH END OF
 PX0041'THE TOP BASEMENT STEP AT THE REAR OF THE POST OFFICE, 3.1 METERS
 PX0041'(10.2 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING AND
 PX0041'1.0 METER (3.3 FT) NORTH OF THE NORTH FACE OF THE BUILDING.
 PX0041'THE MARK IS ABOVE LEVEL WITH A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0026 ***********************************************************************
 PX0026  DESIGNATION -  K 25
 PX0026  PID         -  PX0026
 PX0026  STATE/COUNTY-  WY/BIG HORN
 PX0026  USGS QUAD   -  LOVELL (1978)
 PX0026
 PX0026                         *CURRENT SURVEY CONTROL
 PX0026  ___________________________________________________________________
 PX0026* NAD 83(1986)-  44 51 49.     (N)    108 28 08.     (W)     SCALED    
 PX0026* NAVD 88     -      1197.674  (meters)    3929.37   (feet)  POSTED    
 PX0026  ___________________________________________________________________
 PX0026  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 PX0026  DYNAMIC HT  -        1197.220 (meters)    3927.88  (feet)  COMP
 PX0026  MODELED GRAV-     980,197.8   (mgal)                       NAVD 88
 PX0026
 PX0026  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PX0026
 PX0026.The horizontal coordinates were scaled from a topographic map and have
 PX0026.an estimated accuracy of +/- 6 seconds.
 PX0026
 PX0026.The orthometric height was determined by differential leveling
 PX0026.and adjusted by the National Geodetic Survey in 1992..
 PX0026.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PX0026.rate of 0.0 thru 1.0 mm/km.
 PX0026
 PX0026.The geoid height was determined by GEOID03.
 PX0026
 PX0026.The dynamic height is computed by dividing the NAVD 88
 PX0026.geopotential number by the normal gravity value computed on the
 PX0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0026.degrees latitude (g = 980.6199 gals.).
 PX0026
 PX0026.The modeled gravity was interpolated from observed gravity values.
 PX0026
 PX0026;                    North         East    Units  Estimated Accuracy
 PX0026;SPC WYEC     -   585,340.      310,260.      MT  (+/- 180 meters Scaled)
 PX0026
 PX0026                          SUPERSEDED SURVEY CONTROL
 PX0026
 PX0026  NGVD 29 (??/??/92) 1196.770  (m)         3926.40   (f) ADJ UNCH    1 2
 PX0026
 PX0026.Superseded values are not recommended for survey control.
 PX0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0026.See file dsdata.txt to determine how the superseded data were derived.
 PX0026
 PX0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ999709(NAD 83)
 PX0026_MARKER: DB = BENCH MARK DISK
 PX0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0026_SP_SET: PIER
 PX0026_STAMPING: 3926.117 K 25 1933
 PX0026_MARK LOGO: CGS   
 PX0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0026
 PX0026  HISTORY     - Date     Condition        Report By
 PX0026  HISTORY     - 1933     MONUMENTED       CGS
 PX0026  HISTORY     - 1934     GOOD             NGS
 PX0026  HISTORY     - 1982     GOOD             NGS
 PX0026
 PX0026                          STATION DESCRIPTION
 PX0026
 PX0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0026'4.4 MI W FROM LOVELL.
 PX0026'4.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PX0026'LOVELL, BIG HORN COUNTY, 0.7 MILE EAST OF COWLEY, AT BRIDGE NO.
 PX0026'446.34, AND IN THE TOP OF THE SOUTH SIDE OF THE WEST CONCRETE PIER. A
 PX0026'STANDARD DISK, STAMPED 3926.117 K 25 1933.
 PX0026
 PX0026                          STATION RECOVERY (1934)
 PX0026
 PX0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0026'RECOVERED IN GOOD CONDITION.
 PX0026
 PX0026                          STATION RECOVERY (1982)
 PX0026
 PX0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0026'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 PX0026'5.1 KM (3.15 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0026'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 2.5 KM (1.55 MI)
 PX0026'NORTHWESTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, IN TOP OF THE
 PX0026'SOUTHWEST END OF THE NORTHWEST CONCRETE PIER OF RAILROAD BRIDGE NUMBER
 PX0026'446.34 OVERPASSING SAGE CREEK AND 2.6 METERS (8.5 FT) SOUTHWEST OF THE
 PX0026'NEAR RAIL.  NOTE=NOT LEVELED TO THIS SURVEY.
 PX0026'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0133 ***********************************************************************
 OV0133  DESIGNATION -  K 26
 OV0133  PID         -  OV0133
 OV0133  STATE/COUNTY-  WY/NATRONA
 OV0133  USGS QUAD   -  WALTMAN NW (1952)
 OV0133
 OV0133                         *CURRENT SURVEY CONTROL
 OV0133  ___________________________________________________________________
 OV0133* NAD 83(1986)-  43 10 20.     (N)    107 13 07.     (W)     SCALED    
 OV0133* NAVD 88     -      1830.502  (meters)    6005.57   (feet)  POSTED    
 OV0133  ___________________________________________________________________
 OV0133  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 OV0133  DYNAMIC HT  -        1829.240 (meters)    6001.43  (feet)  COMP
 OV0133  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 OV0133
 OV0133  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0133
 OV0133.The horizontal coordinates were scaled from a topographic map and have
 OV0133.an estimated accuracy of +/- 6 seconds.
 OV0133
 OV0133.The orthometric height was determined by differential leveling
 OV0133.and adjusted by the National Geodetic Survey in 1992..
 OV0133.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0133.rate of 1.1 thru 2.0 mm/km.
 OV0133
 OV0133.The geoid height was determined by GEOID03.
 OV0133
 OV0133.The dynamic height is computed by dividing the NAVD 88
 OV0133.geopotential number by the normal gravity value computed on the
 OV0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0133.degrees latitude (g = 980.6199 gals.).
 OV0133
 OV0133.The modeled gravity was interpolated from observed gravity values.
 OV0133
 OV0133;                    North         East    Units  Estimated Accuracy
 OV0133;SPC WYEC     -   396,790.      409,330.      MT  (+/- 180 meters Scaled)
 OV0133
 OV0133                          SUPERSEDED SURVEY CONTROL
 OV0133
 OV0133  NGVD 29 (??/??/92) 1829.320  (m)         6001.69   (f) ADJ UNCH    1 2
 OV0133
 OV0133.Superseded values are not recommended for survey control.
 OV0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0133.See file dsdata.txt to determine how the superseded data were derived.
 OV0133
 OV0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH196823(NAD 83)
 OV0133_MARKER: DB = BENCH MARK DISK
 OV0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0133_STAMPING: K 26 1934
 OV0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0133+STABILITY: SURFACE MOTION
 OV0133
 OV0133  HISTORY     - Date     Condition        Report By
 OV0133  HISTORY     - 1934     MONUMENTED       CGS
 OV0133  HISTORY     - 1950     GOOD             NGS
 OV0133
 OV0133                          STATION DESCRIPTION
 OV0133
 OV0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0133'2.1 MI SE FROM ARMINTO.
 OV0133'2.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0133'FROM THE STATION AT ARMINTO, NATRONA COUNTY, ABOUT 1,875 FEET WEST OF
 OV0133'MILEPOST 258, ON THE TOP OF A SMALL RISE, ABOUT 90 FEET SOUTH OF THE
 OV0133'SOUTH RAIL, 7.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2.0
 OV0133'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 26 1934 AND SET
 OV0133'IN THE TOP OF A CONCRETE POST.
 OV0133
 OV0133                          STATION RECOVERY (1950)
 OV0133
 OV0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 OV0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0155 ***********************************************************************
 PX0155  DESIGNATION -  K 26
 PX0155  PID         -  PX0155
 PX0155  STATE/COUNTY-  WY/PARK
 PX0155  USGS QUAD   -  CODY (1987)
 PX0155
 PX0155                         *CURRENT SURVEY CONTROL
 PX0155  ___________________________________________________________________
 PX0155* NAD 83(1986)-  44 31 31.     (N)    109 03 48.     (W)     SCALED    
 PX0155* NAVD 88     -      1525.780  (meters)    5005.83   (feet)  ADJUSTED  
 PX0155  ___________________________________________________________________
 PX0155  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 PX0155  DYNAMIC HT  -        1525.014 (meters)    5003.32  (feet)  COMP
 PX0155  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 PX0155
 PX0155  VERT ORDER  -  SECOND    CLASS 0
 PX0155
 PX0155.The horizontal coordinates were scaled from a topographic map and have
 PX0155.an estimated accuracy of +/- 6 seconds.
 PX0155
 PX0155.The orthometric height was determined by differential leveling
 PX0155.and adjusted by the National Geodetic Survey in June 1991..
 PX0155
 PX0155.The geoid height was determined by GEOID03.
 PX0155
 PX0155.The dynamic height is computed by dividing the NAVD 88
 PX0155.geopotential number by the normal gravity value computed on the
 PX0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0155.degrees latitude (g = 980.6199 gals.).
 PX0155
 PX0155.The modeled gravity was interpolated from observed gravity values.
 PX0155
 PX0155;                    North         East    Units  Estimated Accuracy
 PX0155;SPC WYWC     -   447,160.      575,090.      MT  (+/- 180 meters Scaled)
 PX0155
 PX0155                          SUPERSEDED SURVEY CONTROL
 PX0155
 PX0155  NGVD 29 (??/??/92) 1524.706  (m)         5002.31   (f) ADJ UNCH    2 0
 PX0155
 PX0155.Superseded values are not recommended for survey control.
 PX0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0155.See file dsdata.txt to determine how the superseded data were derived.
 PX0155
 PX0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ538320(NAD 83)
 PX0155_MARKER: DB = BENCH MARK DISK
 PX0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0155_SP_SET: IN TOP OF BUILDING WALL
 PX0155_STAMPING: 5001.867 K 26 1933
 PX0155_MARK LOGO: CGS   
 PX0155_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0155
 PX0155  HISTORY     - Date     Condition        Report By
 PX0155  HISTORY     - 1933     MONUMENTED       CGS
 PX0155  HISTORY     - 20000712 GOOD             CGS
 PX0155
 PX0155                          STATION DESCRIPTION
 PX0155
 PX0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0155'IN CODY.
 PX0155'AT CODY, PARK COUNTY, AT THE REAR OF THE POST OFFICE, AND IN THE TOP
 PX0155'OF THE WALL AROUND THE GRATING.  A STANDARD DISK, STAMPED 5001.867 K
 PX0155'26 1933.
 PX0155
 PX0155                          STATION RECOVERY (2000)
 PX0155
 PX0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0155'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0081 ***********************************************************************
 OW0081  DESIGNATION -  K 27
 OW0081  PID         -  OW0081
 OW0081  STATE/COUNTY-  WY/FREMONT
 OW0081  USGS QUAD   -  BONNEVILLE (1980)
 OW0081
 OW0081                         *CURRENT SURVEY CONTROL
 OW0081  ___________________________________________________________________
 OW0081* NAD 83(1986)-  43 15 58.     (N)    108 02 08.     (W)     SCALED    
 OW0081* NAVD 88     -      1482.797  (meters)    4864.81   (feet)  ADJUSTED  
 OW0081  ___________________________________________________________________
 OW0081  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 OW0081  DYNAMIC HT  -        1481.862 (meters)    4861.74  (feet)  COMP
 OW0081  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 OW0081
 OW0081  VERT ORDER  -  FIRST     CLASS II
 OW0081
 OW0081.The horizontal coordinates were scaled from a topographic map and have
 OW0081.an estimated accuracy of +/- 6 seconds.
 OW0081
 OW0081.The orthometric height was determined by differential leveling
 OW0081.and adjusted by the National Geodetic Survey in June 1991..
 OW0081
 OW0081.The geoid height was determined by GEOID03.
 OW0081
 OW0081.The dynamic height is computed by dividing the NAVD 88
 OW0081.geopotential number by the normal gravity value computed on the
 OW0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0081.degrees latitude (g = 980.6199 gals.).
 OW0081
 OW0081.The modeled gravity was interpolated from observed gravity values.
 OW0081
 OW0081;                    North         East    Units  Estimated Accuracy
 OW0081;SPC WYWC     -   307,460.      658,000.      MT  (+/- 180 meters Scaled)
 OW0081
 OW0081                          SUPERSEDED SURVEY CONTROL
 OW0081
 OW0081  NGVD 29 (??/??/92) 1481.848  (m)         4861.70   (f) ADJ UNCH    1 2
 OW0081
 OW0081.Superseded values are not recommended for survey control.
 OW0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0081.See file dsdata.txt to determine how the superseded data were derived.
 OW0081
 OW0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN405946(NAD 83)
 OW0081_MARKER: DB = BENCH MARK DISK
 OW0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0081_STAMPING: K 27 1934
 OW0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0081+STABILITY: SURFACE MOTION
 OW0081
 OW0081  HISTORY     - Date     Condition        Report By
 OW0081  HISTORY     - 1934     MONUMENTED       CGS
 OW0081  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0081
 OW0081                          STATION DESCRIPTION
 OW0081
 OW0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0081'2.2 MI E FROM BONNEVILLE.
 OW0081'ABOUT 2.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OW0081'FROM THE STATION AT BONNEVILLE, FREMONT COUNTY, ABOUT 965 FEET EAST OF
 OW0081'BRIDGE 302.32, ON THE WEST SLOPE OF A HILL AT THE WEST END OF A LONG
 OW0081'CUT, AT A CHANGE IN THE WIDTH OF THE RIGHT-OF-WAY, 70.8 FEET SOUTH OF
 OW0081'THE SOUTH RAIL, 10.8 FEET EAST OF THE CORNER POST OF THE RIGHT-OF-WAY
 OW0081'FENCE, AND 1.8 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED K 27
 OW0081'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OW0081
 OW0081                          STATION RECOVERY (1982)
 OW0081
 OW0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0008 ***********************************************************************
 NS0008  CBN         -  This is a Cooperative Base Network Control Station.
 NS0008  DESIGNATION -  K 28
 NS0008  PID         -  NS0008
 NS0008  STATE/COUNTY-  WY/FREMONT
 NS0008  USGS QUAD   -  MYERS RANCH (1951)
 NS0008
 NS0008                         *CURRENT SURVEY CONTROL
 NS0008  ___________________________________________________________________
 NS0008* NAD 83(1993)-  42 33 59.27121(N)    108 04 40.54529(W)     ADJUSTED  
 NS0008* NAVD 88     -      2035.477  (meters)    6678.06   (feet)  ADJUSTED  
 NS0008  ___________________________________________________________________
 NS0008  X           -  -1,460,368.222 (meters)                     COMP
 NS0008  Y           -  -4,473,837.348 (meters)                     COMP
 NS0008  Z           -   4,293,523.512 (meters)                     COMP
 NS0008  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 NS0008  ELLIP HEIGHT-        2022.77  (meters)          (09/07/01) GPS OBS
 NS0008  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NS0008  DYNAMIC HT  -        2033.988 (meters)    6673.18  (feet)  COMP
 NS0008  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 NS0008
 NS0008  HORZ ORDER  -  B
 NS0008  VERT ORDER  -  SECOND    CLASS 0
 NS0008  ELLP ORDER  -  FOURTH    CLASS I
 NS0008
 NS0008.The horizontal coordinates were established by GPS observations
 NS0008.and adjusted by the National Geodetic Survey in October 1994..
 NS0008
 NS0008.The orthometric height was determined by differential leveling
 NS0008.and adjusted by the National Geodetic Survey in June 1991..
 NS0008
 NS0008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NS0008
 NS0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0008
 NS0008.The ellipsoidal height was determined by GPS observations
 NS0008.and is referenced to NAD 83.
 NS0008
 NS0008.The geoid height was determined by GEOID03.
 NS0008
 NS0008.The dynamic height is computed by dividing the NAVD 88
 NS0008.geopotential number by the normal gravity value computed on the
 NS0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0008.degrees latitude (g = 980.6199 gals.).
 NS0008
 NS0008.The modeled gravity was interpolated from observed gravity values.
 NS0008
 NS0008;                    North         East     Units Scale Factor Converg.
 NS0008;SPC WYWC     -   229,714.870   655,181.668   MT  0.99997495   +0 27 16.7
 NS0008;UTM  12      - 4,716,812.331   739,849.798   MT  1.00030784   +1 58 39.2
 NS0008;UTM  13      - 4,717,265.901   247,355.972   MT  1.00038538   -2 04 59.3
 NS0008
 NS0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0008!SPC WYWC     -   0.99968287  x   0.99997495  =   0.99965782
 NS0008!UTM  12      -   0.99968287  x   1.00030784  =   0.99999061
 NS0008!UTM  13      -   0.99968287  x   1.00038538  =   1.00006812
 NS0008
 NS0008                          SUPERSEDED SURVEY CONTROL
 NS0008
 NS0008  NAVD 88 (10/19/94) 2035.48   (m)         6678.1    (f) LEVELING    3  
 NS0008  NGVD 29 (??/??/92) 2034.399  (m)         6674.52   (f) ADJ UNCH    2 0
 NS0008
 NS0008.Superseded values are not recommended for survey control.
 NS0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0008.See file dsdata.txt to determine how the superseded data were derived.
 NS0008
 NS0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3985016812(NAD 83)
 NS0008_MARKER: DB = BENCH MARK DISK
 NS0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0008_STAMPING: K 28 1934
 NS0008_MARK LOGO: CGS   
 NS0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 NS0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0008+STABILITY: SURFACE MOTION
 NS0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0008+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1993
 NS0008
 NS0008  HISTORY     - Date     Condition        Report By
 NS0008  HISTORY     - 1934     MONUMENTED       CGS
 NS0008  HISTORY     - 19931018 GOOD             NGS
 NS0008
 NS0008                          STATION DESCRIPTION
 NS0008
 NS0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0008'5.9 MI E FROM HUDSON.
 NS0008'5.9 MILES EAST ALONG U.S. HIGHWAY 287 FROM SWEETWATER STATION,
 NS0008'FREMONT COUNTY, 5.5 MI EAST OF BRIDGE OVER SWEETWATER RIVER, AT THE
 NS0008'SUMMIT OF A HILL AND THE WEST END OF A CURVE, 43 FEET SOUTHWEST OF THE
 NS0008'CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 NS0008'A STANDARD DISK, STAMPED K 28 1934 AND SET IN THE TOP OF A CONCRETE
 NS0008'POST.
 NS0008
 NS0008                          STATION RECOVERY (1993)
 NS0008
 NS0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 NS0008'STATION IS LOCATED ABOUT 55 KM (34.15 MI) SOUTHEAST OF RIVERTON, 7 KM
 NS0008'(4.35 MI) EAST-NORTHEAST OF THE JUNCTION OF US HIGHWAY 287 AND STATE
 NS0008'HIGHWAYS 135 AND 789 (SWEETWATER JUNCTION), 4 KM (2.50 MI) NORTH OF
 NS0008'HIGHWAYS 287 AND 789, ALONG THE OLD DIRT HIGHWAY, ON AN EAST-WEST FLAT
 NS0008'RIDGE, AT THE TOP OF AN EASTBOUND GRADE, IN NORTH CENTRAL SECTION 21,
 NS0008'T 30 N, R 94 W.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO REACH
 NS0008'FROM THE JUNCTION OF HIGHWAYS 287, 135 AND 789 AT SWEETWATER JUNCTION,
 NS0008'GO EAST ON HIGHWAYS 287 AND 789 FOR 1.23 KM (0.75 MI) TO A DIRT
 NS0008'CROSSROAD.  TURN LEFT, THEN RIGHT, NORTHEAST, ON GRAHAM ROAD (GRADED)
 NS0008'FOR 6.28 KM (3.90 MI) TO A CROSSROAD.  CONTINUE AHEAD, EAST, FOR 2.39
 NS0008'KM (1.50 MI) TO TOP OF HILL AND STATION ON THE RIGHT, JUST BEFORE
 NS0008'REACHING A TRACK ROAD LEADING SOUTHWEST. STATION MARK IS SET IN THE
 NS0008'TOP OF A 20-CM SQUARE CONCRETE POST PROJECTING 15 CM ABOVE GROUND.  IT
 NS0008'IS 12.3 M (40.4 FT) SOUTH OF, AND 0.5 M (1.6 FT) HIGHER THAN THE ROAD
 NS0008'CENTER, 0.7 M (2.3 FT) NORTH OF A FIBERGLASS WITNESS POST, AND 80 M
 NS0008'(262.5 FT) WEST OF THE TRACK ROAD CENTER. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0075 ***********************************************************************
 NS0075  DESIGNATION -  K 29
 NS0075  PID         -  NS0075
 NS0075  STATE/COUNTY-  WY/FREMONT
 NS0075  USGS QUAD   -  WEISER PASS (1978)
 NS0075
 NS0075                         *CURRENT SURVEY CONTROL
 NS0075  ___________________________________________________________________
 NS0075* NAD 83(1986)-  42 42 38.     (N)    108 36 22.     (W)     SCALED    
 NS0075* NAVD 88     -      1664.983  (meters)    5462.53   (feet)  ADJUSTED  
 NS0075  ___________________________________________________________________
 NS0075  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 NS0075  DYNAMIC HT  -        1663.859 (meters)    5458.84  (feet)  COMP
 NS0075  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 NS0075
 NS0075  VERT ORDER  -  SECOND    CLASS 0
 NS0075
 NS0075.The horizontal coordinates were scaled from a topographic map and have
 NS0075.an estimated accuracy of +/- 6 seconds.
 NS0075
 NS0075.The orthometric height was determined by differential leveling
 NS0075.and adjusted by the National Geodetic Survey in June 1991..
 NS0075
 NS0075.The geoid height was determined by GEOID03.
 NS0075
 NS0075.The dynamic height is computed by dividing the NAVD 88
 NS0075.geopotential number by the normal gravity value computed on the
 NS0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0075.degrees latitude (g = 980.6199 gals.).
 NS0075
 NS0075.The modeled gravity was interpolated from observed gravity values.
 NS0075
 NS0075;                    North         East    Units  Estimated Accuracy
 NS0075;SPC WYWC     -   245,510.      611,790.      MT  (+/- 180 meters Scaled)
 NS0075
 NS0075                          SUPERSEDED SURVEY CONTROL
 NS0075
 NS0075  NGVD 29 (??/??/92) 1663.962  (m)         5459.18   (f) ADJ UNCH    2 0
 NS0075
 NS0075.Superseded values are not recommended for survey control.
 NS0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0075.See file dsdata.txt to determine how the superseded data were derived.
 NS0075
 NS0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN960314(NAD 83)
 NS0075_MARKER: DB = BENCH MARK DISK
 NS0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0075_STAMPING: K 29 1934
 NS0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0075+STABILITY: SURFACE MOTION
 NS0075
 NS0075  HISTORY     - Date     Condition        Report By
 NS0075  HISTORY     - 1934     MONUMENTED       CGS
 NS0075
 NS0075                          STATION DESCRIPTION
 NS0075
 NS0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0075'10.9 MI SE FROM LANDER.
 NS0075'ABOUT 10.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 NS0075'AT LANDER, FREMONT COUNTY, ABOUT 1.9 MILES SOUTHEAST OF THE
 NS0075'INTERSECTION WITH SOUTH PASS ROAD, ABOUT 0.2 MILE SOUTHEAST OF THE
 NS0075'BRIDGE OVER DEVILS DIVE DITCH, AT THE SOUTHEAST END OF A CURVE, 67
 NS0075'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 NS0075'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 29 1934 AND SET IN
 NS0075'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0079 ***********************************************************************
 OX0079  DESIGNATION -  K 3
 OX0079  PID         -  OX0079
 OX0079  STATE/COUNTY-  WY/TETON
 OX0079  USGS QUAD   -  CACHE CREEK (1996)
 OX0079
 OX0079                         *CURRENT SURVEY CONTROL
 OX0079  ___________________________________________________________________
 OX0079* NAD 83(1986)-  43 22 55.     (N)    110 44 23.     (W)     SCALED    
 OX0079* NAVD 88     -      1842.467  (meters)    6044.83   (feet)  ADJUSTED  
 OX0079  ___________________________________________________________________
 OX0079  GEOID HEIGHT-          -9.97  (meters)                     GEOID03
 OX0079  DYNAMIC HT  -        1841.234 (meters)    6040.78  (feet)  COMP
 OX0079  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 OX0079
 OX0079  VERT ORDER  -  FIRST     CLASS II
 OX0079
 OX0079.The horizontal coordinates were scaled from a topographic map and have
 OX0079.an estimated accuracy of +/- 6 seconds.
 OX0079
 OX0079.The orthometric height was determined by differential leveling
 OX0079.and adjusted by the National Geodetic Survey in June 1991..
 OX0079
 OX0079.The geoid height was determined by GEOID03.
 OX0079
 OX0079.The dynamic height is computed by dividing the NAVD 88
 OX0079.geopotential number by the normal gravity value computed on the
 OX0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0079.degrees latitude (g = 980.6199 gals.).
 OX0079
 OX0079.The modeled gravity was interpolated from observed gravity values.
 OX0079
 OX0079;                    North         East    Units  Estimated Accuracy
 OX0079;SPC WY W     -   420,290.      746,810.      MT  (+/- 180 meters Scaled)
 OX0079
 OX0079                          SUPERSEDED SURVEY CONTROL
 OX0079
 OX0079  NGVD 29 (??/??/92) 1841.191  (m)         6040.64   (f) ADJ UNCH    1 2
 OX0079
 OX0079.Superseded values are not recommended for survey control.
 OX0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0079.See file dsdata.txt to determine how the superseded data were derived.
 OX0079
 OX0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP210032(NAD 83)
 OX0079_MARKER: DD = SURVEY DISK
 OX0079_SETTING: 80 = SET IN A BOULDER
 OX0079_SP_SET: BOULDER
 OX0079_STAMPING: K 3 1927
 OX0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0079+STABILITY: SURFACE MOTION
 OX0079
 OX0079  HISTORY     - Date     Condition        Report By
 OX0079  HISTORY     - 1927     MONUMENTED       USGS
 OX0079  HISTORY     - 1966     MARK NOT FOUND   NGS
 OX0079
 OX0079                          STATION DESCRIPTION
 OX0079
 OX0079'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 OX0079'8.7 MI S FROM JACKSON.
 OX0079'8.7 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY, 20
 OX0079'FEET EAST OF SQUAW CREEK, ABOUT 50 FEET SOUTHEAST OF THE HIGHWAY, AND
 OX0079'IN THE TOP OF A LARGE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY
 OX0079'STANDARD DISK, STAMPED K 3 1927.  NOTE-- APPARENTLY IN PLOWED FIELD
 OX0079'AND MAY HAVE BEEN DESTROYED.
 OX0079
 OX0079                          STATION RECOVERY (1966)
 OX0079
 OX0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OX0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0096 ***********************************************************************
 OX0096  DESIGNATION -  K 3
 OX0096  PID         -  OX0096
 OX0096  STATE/COUNTY-  WY/TETON
 OX0096  USGS QUAD   -  JACKSON (1996)
 OX0096
 OX0096                         *CURRENT SURVEY CONTROL
 OX0096  ___________________________________________________________________
 OX0096* NAD 83(1986)-  43 28 55.     (N)    110 49 12.     (W)     SCALED    
 OX0096* NAVD 88     -      1900.692  (meters)    6235.85   (feet)  ADJUSTED  
 OX0096  ___________________________________________________________________
 OX0096  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 OX0096  DYNAMIC HT  -        1899.451 (meters)    6231.78  (feet)  COMP
 OX0096  MODELED GRAV-     979,899.2   (mgal)                       NAVD 88
 OX0096
 OX0096  VERT ORDER  -  FIRST     CLASS II
 OX0096
 OX0096.The horizontal coordinates were scaled from a topographic map and have
 OX0096.an estimated accuracy of +/- 6 seconds.
 OX0096
 OX0096.The orthometric height was determined by differential leveling
 OX0096.and adjusted by the National Geodetic Survey in June 1991..
 OX0096
 OX0096.The geoid height was determined by GEOID03.
 OX0096
 OX0096.The dynamic height is computed by dividing the NAVD 88
 OX0096.geopotential number by the normal gravity value computed on the
 OX0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0096.degrees latitude (g = 980.6199 gals.).
 OX0096
 OX0096.The modeled gravity was interpolated from observed gravity values.
 OX0096
 OX0096;                    North         East    Units  Estimated Accuracy
 OX0096;SPC WY W     -   431,460.      740,410.      MT  (+/- 180 meters Scaled)
 OX0096
 OX0096                          SUPERSEDED SURVEY CONTROL
 OX0096
 OX0096  NGVD 29 (??/??/92) 1899.428  (m)         6231.71   (f) ADJ UNCH    1 2
 OX0096
 OX0096.Superseded values are not recommended for survey control.
 OX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0096.See file dsdata.txt to determine how the superseded data were derived.
 OX0096
 OX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP145143(NAD 83)
 OX0096_MARKER: DB = BENCH MARK DISK
 OX0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0096_STAMPING: K 3 1927
 OX0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0096+STABILITY: SURFACE MOTION
 OX0096
 OX0096  HISTORY     - Date     Condition        Report By
 OX0096  HISTORY     - 1927     MONUMENTED       USGS
 OX0096
 OX0096                          STATION DESCRIPTION
 OX0096
 OX0096'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 OX0096'3.3 MI W FROM JACKSON.
 OX0096'3.3 MILES WEST ALONG STATE HIGHWAY 22 FROM JACKSON, TETON COUNTY,
 OX0096'ABOUT 3.7 MILES EAST OF WILSON, 90.0 FEET NORTH OF THE CENTER LINE OF
 OX0096'THE HIGHWAY, ON THE TOP OF A SPUR, AND IN LINE WITH A NORTH-AND-SOUTH
 OX0096'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED K 3
 OX0096'1927 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN
 OX0096'JUNE, 1934, THAT THE MARK WAS STAMPED K 3 1927 BUT IT ANSWERED THE
 OX0096'DESCRIPTION OF K 14 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0124 ***********************************************************************
 MQ0124  DESIGNATION -  K 3
 MQ0124  PID         -  MQ0124
 MQ0124  STATE/COUNTY-  WY/SWEETWATER
 MQ0124  USGS QUAD   -  BAXTER (1978)
 MQ0124
 MQ0124                         *CURRENT SURVEY CONTROL
 MQ0124  ___________________________________________________________________
 MQ0124* NAD 83(1986)-  41 36 44.     (N)    109 06 31.     (W)     SCALED    
 MQ0124* NAVD 88     -      1923.587  (meters)    6310.97   (feet)  ADJUSTED  
 MQ0124  ___________________________________________________________________
 MQ0124  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 MQ0124  DYNAMIC HT  -        1921.991 (meters)    6305.73  (feet)  COMP
 MQ0124  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 MQ0124
 MQ0124  VERT ORDER  -  FIRST     CLASS II
 MQ0124
 MQ0124.The horizontal coordinates were scaled from a topographic map and have
 MQ0124.an estimated accuracy of +/- 6 seconds.
 MQ0124
 MQ0124.The orthometric height was determined by differential leveling
 MQ0124.and adjusted by the National Geodetic Survey in June 1991..
 MQ0124
 MQ0124.The geoid height was determined by GEOID03.
 MQ0124
 MQ0124.The dynamic height is computed by dividing the NAVD 88
 MQ0124.geopotential number by the normal gravity value computed on the
 MQ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0124.degrees latitude (g = 980.6199 gals.).
 MQ0124
 MQ0124.The modeled gravity was interpolated from observed gravity values.
 MQ0124
 MQ0124;                    North         East    Units  Estimated Accuracy
 MQ0124;SPC WYWC     -   123,570.      570,110.      MT  (+/- 180 meters Scaled)
 MQ0124
 MQ0124                          SUPERSEDED SURVEY CONTROL
 MQ0124
 MQ0124  NGVD 29 (??/??/92) 1922.322  (m)         6306.82   (f) ADJ UNCH    1 2
 MQ0124
 MQ0124.Superseded values are not recommended for survey control.
 MQ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0124.See file dsdata.txt to determine how the superseded data were derived.
 MQ0124
 MQ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM575084(NAD 83)
 MQ0124_MARKER: Z = SEE DESCRIPTION
 MQ0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0124_SP_SET: STONE POST
 MQ0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0124
 MQ0124  HISTORY     - Date     Condition        Report By
 MQ0124  HISTORY     - UNK      MONUMENTED       CGS
 MQ0124  HISTORY     - 1956     GOOD             NGS
 MQ0124  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0124
 MQ0124                          STATION DESCRIPTION
 MQ0124
 MQ0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0124'6.35 MI E FROM ROCK SPRINGS.
 MQ0124'6.35 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0124'ROCK SPRINGS, 0.3 MILE WEST OF THE STATION SIGN AT BAXTER, 13 1/4
 MQ0124'POLES EAST OF MILEPOST 796, 141.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 MQ0124'SOUTH TRACK, 74.3 FEET SOUTH OF A FENCE, 50 FEET SOUTH OF A TELEPHONE
 MQ0124'LINE, 60 FEET SOUTHEAST OF THE 13TH POLE EAST OF MILEPOST 796, 16.7
 MQ0124'FEET SOUTHEAST OF A WITNESS POST, SURROUNDED BY THE LETTERS USBM, IN
 MQ0124'THE TOP OF A STONE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, IN
 MQ0124'SECTION 23, TOWNSHIP 19 NORTH, RANGE 104 WEST.
 MQ0124
 MQ0124                          STATION RECOVERY (1983)
 MQ0124
 MQ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0164 ***********************************************************************
 NR0164  DESIGNATION -  K 30
 NR0164  PID         -  NR0164
 NR0164  STATE/COUNTY-  WY/CARBON
 NR0164  USGS QUAD   -  BOGGY MEADOWS (1981)
 NR0164
 NR0164                         *CURRENT SURVEY CONTROL
 NR0164  ___________________________________________________________________
 NR0164* NAD 83(1986)-  42 00 12.     (N)    107 21 59.     (W)     SCALED    
 NR0164* NAVD 88     -      1987.778  (meters)    6521.57   (feet)  ADJUSTED  
 NR0164  ___________________________________________________________________
 NR0164  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 NR0164  DYNAMIC HT  -        1986.148 (meters)    6516.22  (feet)  COMP
 NR0164  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 NR0164
 NR0164  VERT ORDER  -  FIRST     CLASS II
 NR0164
 NR0164.The horizontal coordinates were scaled from a topographic map and have
 NR0164.an estimated accuracy of +/- 6 seconds.
 NR0164
 NR0164.The orthometric height was determined by differential leveling
 NR0164.and adjusted by the National Geodetic Survey in June 1991..
 NR0164
 NR0164.The geoid height was determined by GEOID03.
 NR0164
 NR0164.The dynamic height is computed by dividing the NAVD 88
 NR0164.geopotential number by the normal gravity value computed on the
 NR0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0164.degrees latitude (g = 980.6199 gals.).
 NR0164
 NR0164.The modeled gravity was interpolated from observed gravity values.
 NR0164
 NR0164;                    North         East    Units  Estimated Accuracy
 NR0164;SPC WYEC     -   266,950.      397,260.      MT  (+/- 180 meters Scaled)
 NR0164
 NR0164                          SUPERSEDED SURVEY CONTROL
 NR0164
 NR0164  NGVD 29 (??/??/92) 1986.655  (m)         6517.88   (f) ADJ UNCH    1 2
 NR0164
 NR0164.Superseded values are not recommended for survey control.
 NR0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0164.See file dsdata.txt to determine how the superseded data were derived.
 NR0164
 NR0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG040528(NAD 83)
 NR0164_MARKER: DB = BENCH MARK DISK
 NR0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0164_STAMPING: K 30 1933
 NR0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0164+STABILITY: SURFACE MOTION
 NR0164
 NR0164  HISTORY     - Date     Condition        Report By
 NR0164  HISTORY     - 1933     MONUMENTED       CGS
 NR0164  HISTORY     - 1956     GOOD             NGS
 NR0164  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0164
 NR0164                          STATION DESCRIPTION
 NR0164
 NR0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NR0164'18.4 MI N FROM RAWLINS.
 NR0164'18.4 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 NR0164'RAWLINS, CARBON COUNTY, 750 FEET NORTH OF A WOODEN BRIDGE OVER A DRY
 NR0164'GULCH, 750 FEET SOUTH OF ANOTHER WOODEN BRIDGE OVER A DRY GULCH, AND
 NR0164'43 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 NR0164'STAMPED K 30 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NR0164'INCHES ABOVE GROUND.  NOTE-- AUGUST 1955 USGS REPORT-CONSTRUCTION OF A
 NR0164'NEW U.S. HIGHWAY 287 HAS SHORTENED THE DISTANCE FROM RAWLINS. PRIMARY
 NR0164'REFERENCE SHOULD BE CHANGED TO 16.9 MILES NORTH ALONG U.S. HIGHWAY
 NR0164'287.  NOTE-- AUGUST 1956 REPORT-MUCH CONCRETE HAS BEEN BROKEN OFF, BUT
 NR0164'IT APPEARS TO BE UNDISTURBED AS FAR AS THE ELEVATION IS CONCERNED.
 NR0164
 NR0164                          STATION RECOVERY (1982)
 NR0164
 NR0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0159 ***********************************************************************
 NR0159  DESIGNATION -  K 31
 NR0159  PID         -  NR0159
 NR0159  STATE/COUNTY-  WY/NATRONA
 NR0159  USGS QUAD   -  INDEPENDENCE ROCK (1981)
 NR0159
 NR0159                         *CURRENT SURVEY CONTROL
 NR0159  ___________________________________________________________________
 NR0159* NAD 83(1993)-  42 29 45.16970(N)    107 08 00.51248(W)     ADJUSTED  
 NR0159* NAVD 88     -      1796.961  (meters)    5895.53   (feet)  ADJUSTED  
 NR0159  ___________________________________________________________________
 NR0159  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 NR0159  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 NR0159  DYNAMIC HT  -        1795.744 (meters)    5891.54  (feet)  COMP
 NR0159  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 NR0159
 NR0159  HORZ ORDER  -  THIRD
 NR0159  VERT ORDER  -  FIRST     CLASS II
 NR0159
 NR0159.The horizontal coordinates were established by classical geodetic methods
 NR0159.and adjusted by the National Geodetic Survey in January 1997..
 NR0159
 NR0159.The orthometric height was determined by differential leveling
 NR0159.and adjusted by the National Geodetic Survey in June 1991..
 NR0159
 NR0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0159
 NR0159.The geoid height was determined by GEOID03.
 NR0159
 NR0159.The dynamic height is computed by dividing the NAVD 88
 NR0159.geopotential number by the normal gravity value computed on the
 NR0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0159.degrees latitude (g = 980.6199 gals.).
 NR0159
 NR0159.The modeled gravity was interpolated from observed gravity values.
 NR0159
 NR0159;                    North         East     Units Scale Factor Converg.
 NR0159;SPC WYEC     -   321,675.091   416,428.155   MT  0.99994082   +0 08 06.0
 NR0159;UTM  13      - 4,707,041.157   324,685.438   MT  0.99997816   -1 26 29.8
 NR0159
 NR0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0159!SPC WYEC     -   0.99972017  x   0.99994082  =   0.99966101
 NR0159!UTM  13      -   0.99972017  x   0.99997816  =   0.99969834
 NR0159
 NR0159:                Primary Azimuth Mark                     Grid Az
 NR0159:SPC WYEC     -  SANFORD                                  067 54 11.1
 NR0159:UTM  13      -  SANFORD                                  069 28 46.9
 NR0159
 NR0159|---------------------------------------------------------------------|
 NR0159| PID    Reference Object                     Distance      Geod. Az  |
 NR0159|                                                           dddmmss.s |
 NR0159| NR0401 SANFORD                             APPROX.10.0 KM 0680217.1 |
 NR0159|---------------------------------------------------------------------|
 NR0159
 NR0159                          SUPERSEDED SURVEY CONTROL
 NR0159
 NR0159  NAD 83(1986)-  42 29 45.15619(N)    107 08 00.50391(W) AD(       ) 3
 NR0159  NAD 27      -  42 29 45.30700(N)    107 07 58.29674(W) AD(       ) 3
 NR0159  NGVD 29 (??/??/92) 1796.03   (m)         5892.5    (f) COMPUTED    1 2
 NR0159
 NR0159.Superseded values are not recommended for survey control.
 NR0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0159.See file dsdata.txt to determine how the superseded data were derived.
 NR0159
 NR0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH2468507041(NAD 83)
 NR0159_MARKER: DB = BENCH MARK DISK
 NR0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0159_STAMPING: K 31 1933
 NR0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0159+STABILITY: SURFACE MOTION
 NR0159
 NR0159  HISTORY     - Date     Condition        Report By
 NR0159  HISTORY     - 1933     MONUMENTED       CGS
 NR0159  HISTORY     - 1957     GOOD             USGS
 NR0159  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0159
 NR0159                          STATION DESCRIPTION
 NR0159
 NR0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0159'19.4 MI NE FROM THREE FORKS.
 NR0159'IN NATRONA COUNTY, 19.4 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM
 NR0159'THREE FORKS, CARBON COUNTY, AT THE JUNCTION OF A ROAD LEADING SOUTH TO
 NR0159'INDEPENDENCE ROCK, 80 FEET EAST OF THE ROAD, 56 FEET SOUTH OF THE
 NR0159'CENTER LINE OF THE HIGHWAY, AND 34 FEET NORTH OF THE CORNER OF A WIRE
 NR0159'FENCE.  A STANDARD DISK, STAMPED K 31 1933 AND SET IN THE TOP OF A
 NR0159'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0159
 NR0159                          STATION RECOVERY (1957)
 NR0159
 NR0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0159'RECOVERED IN GOOD CONDITION.
 NR0159'
 NR0159'STATION LOCATED 25 MI. SW. OF ALCOVA, 54 FT. R. OF CENTER OF HIGHWAY
 NR0159'220, 34 FT. N. OF FENCE CORNER, 670 FT. NW. OF INDEPENDENCE ROCK.
 NR0159'
 NR0159'TO REACH FROM N. ENTRANCE TO INDEPENDENCE ROCK, GO NW. 90 FT. TO
 NR0159'STATION, 3 FT. W. OF FENCE LINE.
 NR0159'
 NR0159'STATION MARK--STANDARD USC AND GS CAP SET IN CONCRETE PROJECTING 2
 NR0159'IN., STAMPED ---K-31 1933---.
 NR0159'
 NR0159'REFERENCE MARK NO. 1--EASTERLY OF TWO POSTS SUPPORTING INDEPENDENCE
 NR0159'ROCK SIGN AND IS 118.00 FT. SW. OF STATION, N 56 DEG 38 MIN E.
 NR0159'
 NR0159'REFERENCE MARK NO. 2--STANDARD GLO MARKER, STAMPED ---1/4 COR. S. 9,
 NR0159'10 1923---, AND IS 1293.10 FT. NE. OF STATION, S 21 DEG 41 MIN W.
 NR0159
 NR0159                          STATION RECOVERY (1982)
 NR0159
 NR0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0145 ***********************************************************************
 MO0145  DESIGNATION -  K 311
 MO0145  PID         -  MO0145
 MO0145  STATE/COUNTY-  WY/LARAMIE
 MO0145  USGS QUAD   -  BORIE (1994)
 MO0145
 MO0145                         *CURRENT SURVEY CONTROL
 MO0145  ___________________________________________________________________
 MO0145* NAD 83(1986)-  41 06 08.     (N)    104 53 32.     (W)     SCALED    
 MO0145* NAVD 88     -      1905.471  (meters)    6251.53   (feet)  ADJUSTED  
 MO0145  ___________________________________________________________________
 MO0145  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 MO0145  DYNAMIC HT  -        1903.793 (meters)    6246.03  (feet)  COMP
 MO0145  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 MO0145
 MO0145  VERT ORDER  -  FIRST     CLASS II
 MO0145
 MO0145.The horizontal coordinates were scaled from a topographic map and have
 MO0145.an estimated accuracy of +/- 6 seconds.
 MO0145
 MO0145.The orthometric height was determined by differential leveling
 MO0145.and adjusted by the National Geodetic Survey in June 1991..
 MO0145.WARNING-Repeat measurements at this control monument indicate possible
 MO0145.vertical movement.
 MO0145
 MO0145.The geoid height was determined by GEOID03.
 MO0145
 MO0145.The dynamic height is computed by dividing the NAVD 88
 MO0145.geopotential number by the normal gravity value computed on the
 MO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0145.degrees latitude (g = 980.6199 gals.).
 MO0145
 MO0145.The modeled gravity was interpolated from observed gravity values.
 MO0145
 MO0145;                    North         East    Units  Estimated Accuracy
 MO0145;SPC WY E     -    66,910.      223,050.      MT  (+/- 180 meters Scaled)
 MO0145
 MO0145                          SUPERSEDED SURVEY CONTROL
 MO0145
 MO0145  NGVD 29 (06/08/92) 1904.438  (m)         6248.14   (f) ADJUSTED    1 2
 MO0145
 MO0145.Superseded values are not recommended for survey control.
 MO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0145.See file dsdata.txt to determine how the superseded data were derived.
 MO0145
 MO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF090501(NAD 83)
 MO0145_MARKER: DB = BENCH MARK DISK
 MO0145_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MO0145_STAMPING: K 311 1939
 MO0145_MARK LOGO: CGS   
 MO0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0145+STABILITY: SURFACE MOTION
 MO0145
 MO0145  HISTORY     - Date     Condition        Report By
 MO0145  HISTORY     - 1939     MONUMENTED       CGS
 MO0145  HISTORY     - 1956     GOOD             NGS
 MO0145  HISTORY     - 1983     GOOD             NGS
 MO0145
 MO0145                          STATION DESCRIPTION
 MO0145
 MO0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0145'4.6 MI W FROM CHEYENNE.
 MO0145'4.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0145'AT CHEYENNE, 4 POLES SOUTHWEST OF MILEPOST 514, 82 FEET SOUTHEAST
 MO0145'OF THE SOUTHEAST RAIL OF THE SOUTHEAST MAIN LINE TRACKS, 2.1
 MO0145'FEET SOUTHWEST OF THE NORTH CORNER OF A 7X8 FOOT BRICK TRANSFORMER
 MO0145'BUILDING, 3.8 FEET ABOVE THE GROUND, SET VERTICALLY IN THE
 MO0145'NORTHWEST SIDE OF THE BUILDING.
 MO0145
 MO0145                          STATION RECOVERY (1983)
 MO0145
 MO0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0145'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0145'NORTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE
 MO0145'HIGHWAY 80 IN CHEYENNE, THENCE 7.4 KM (4.6 MI) WESTERLY ALONG THE
 MO0145'UNION PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0019 ***********************************************************************
 OX0019  DESIGNATION -  K 312
 OX0019  PID         -  OX0019
 OX0019  STATE/COUNTY-  WY/TETON
 OX0019  USGS QUAD   -  MOUNT LEIDY (1996)
 OX0019
 OX0019                         *CURRENT SURVEY CONTROL
 OX0019  ___________________________________________________________________
 OX0019* NAD 83(1986)-  43 38 16.     (N)    110 30 01.     (W)     SCALED    
 OX0019* NAVD 88     -      2114.495  (meters)    6937.31   (feet)  ADJUSTED  
 OX0019  ___________________________________________________________________
 OX0019  GEOID HEIGHT-          -8.78  (meters)                     GEOID03
 OX0019  DYNAMIC HT  -        2113.053 (meters)    6932.57  (feet)  COMP
 OX0019  MODELED GRAV-     979,861.5   (mgal)                       NAVD 88
 OX0019
 OX0019  VERT ORDER  -  SECOND    CLASS 0
 OX0019
 OX0019.The horizontal coordinates were scaled from a topographic map and have
 OX0019.an estimated accuracy of +/- 6 seconds.
 OX0019
 OX0019.The orthometric height was determined by differential leveling
 OX0019.and adjusted by the National Geodetic Survey in June 1991..
 OX0019
 OX0019.The geoid height was determined by GEOID03.
 OX0019
 OX0019.The dynamic height is computed by dividing the NAVD 88
 OX0019.geopotential number by the normal gravity value computed on the
 OX0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0019.degrees latitude (g = 980.6199 gals.).
 OX0019
 OX0019.The modeled gravity was interpolated from observed gravity values.
 OX0019
 OX0019;                    North         East    Units  Estimated Accuracy
 OX0019;SPC WY W     -   448,590.      766,360.      MT  (+/- 180 meters Scaled)
 OX0019
 OX0019                          SUPERSEDED SURVEY CONTROL
 OX0019
 OX0019  NGVD 29 (??/??/92) 2113.154  (m)         6932.91   (f) ADJ UNCH    2 0
 OX0019
 OX0019.Superseded values are not recommended for survey control.
 OX0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0019.See file dsdata.txt to determine how the superseded data were derived.
 OX0019
 OX0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP403317(NAD 83)
 OX0019_MARKER: DB = BENCH MARK DISK
 OX0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0019_STAMPING: K 312 1946
 OX0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0019+STABILITY: SURFACE MOTION
 OX0019
 OX0019  HISTORY     - Date     Condition        Report By
 OX0019  HISTORY     - 1946     MONUMENTED       CGS
 OX0019  HISTORY     - 1965     GOOD             USGS
 OX0019
 OX0019                          STATION DESCRIPTION
 OX0019
 OX0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0019'8.6 MI E FROM KELLY.
 OX0019'ALONG GROS VENTRE RIVER ROAD, ABOUT 8.6 MILES EAST OF KELLY POST
 OX0019'OFFICE (BY ROAD), SET IN CONCRETE POST 27 FEET SOUTH OF CENTER LINE OF
 OX0019'ROAD, 36 FEET SOUTHWEST OF SOUTH END OF IRON PIPE CULVERT UNDER ROAD,
 OX0019'2.8 FEET EAST OF WITNESS POST.  A STANDARD DISK, STAMPED K 312 1946.
 OX0019
 OX0019                          STATION RECOVERY (1965)
 OX0019
 OX0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0147 ***********************************************************************
 OX0147  DESIGNATION -  K 313
 OX0147  PID         -  OX0147
 OX0147  STATE/COUNTY-  WY/LINCOLN
 OX0147  USGS QUAD   -  FERRY PEAK (1996)
 OX0147
 OX0147                         *CURRENT SURVEY CONTROL
 OX0147  ___________________________________________________________________
 OX0147* NAD 83(1986)-  43 08 36.     (N)    110 53 04.     (W)     SCALED    
 OX0147* NAVD 88     -      1816.366  (meters)    5959.19   (feet)  ADJUSTED  
 OX0147  ___________________________________________________________________
 OX0147  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OX0147  DYNAMIC HT  -        1815.122 (meters)    5955.11  (feet)  COMP
 OX0147  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 OX0147
 OX0147  VERT ORDER  -  SECOND    CLASS 0
 OX0147
 OX0147.The horizontal coordinates were scaled from a topographic map and have
 OX0147.an estimated accuracy of +/- 6 seconds.
 OX0147
 OX0147.The orthometric height was determined by differential leveling
 OX0147.and adjusted by the National Geodetic Survey in June 1991..
 OX0147
 OX0147.The geoid height was determined by GEOID03.
 OX0147
 OX0147.The dynamic height is computed by dividing the NAVD 88
 OX0147.geopotential number by the normal gravity value computed on the
 OX0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0147.degrees latitude (g = 980.6199 gals.).
 OX0147
 OX0147.The modeled gravity was interpolated from observed gravity values.
 OX0147
 OX0147;                    North         East    Units  Estimated Accuracy
 OX0147;SPC WY W     -   393,890.      734,830.      MT  (+/- 180 meters Scaled)
 OX0147
 OX0147                          SUPERSEDED SURVEY CONTROL
 OX0147
 OX0147  NGVD 29 (??/??/92) 1815.090  (m)         5955.01   (f) ADJ UNCH    2 0
 OX0147
 OX0147.Superseded values are not recommended for survey control.
 OX0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0147.See file dsdata.txt to determine how the superseded data were derived.
 OX0147
 OX0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN093767(NAD 83)
 OX0147_MARKER: DB = BENCH MARK DISK
 OX0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0147_STAMPING: K 313 1946
 OX0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0147+STABILITY: SURFACE MOTION
 OX0147
 OX0147  HISTORY     - Date     Condition        Report By
 OX0147  HISTORY     - 1946     MONUMENTED       CGS
 OX0147
 OX0147                          STATION DESCRIPTION
 OX0147
 OX0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0147'11 MI SE FROM ALPINE.
 OX0147'2.9 MILES ALONG U.S. HIGHWAY 89 SOUTH FROM THE POST OFFICE AT ALPINE,
 OX0147'THENCE 8.1 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 0.1 MILE SOUTHWEST
 OX0147'OF A SMALL WOODEN BRIDGE OVER A SMALL CREEK, 200 FEET NORTH WEST OF
 OX0147'THE EDGE OF THE RIVER, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 10
 OX0147'FEET WEST OF A CAUTION SIGN, 3 FEET WEST OF A WITNESS POST, 2 FEET
 OX0147'ABOVE THE ROAD LEVEL, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0088 ***********************************************************************
 NT0088  DESIGNATION -  K 314
 NT0088  PID         -  NT0088
 NT0088  STATE/COUNTY-  WY/LINCOLN
 NT0088  USGS QUAD   -  PARK CREEK (1980)
 NT0088
 NT0088                         *CURRENT SURVEY CONTROL
 NT0088  ___________________________________________________________________
 NT0088* NAD 83(1986)-  42 51 15.     (N)    110 41 42.     (W)     SCALED    
 NT0088* NAVD 88     -      2089.365  (meters)    6854.86   (feet)  ADJUSTED  
 NT0088  ___________________________________________________________________
 NT0088  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 NT0088  DYNAMIC HT  -        2087.794 (meters)    6849.70  (feet)  COMP
 NT0088  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 NT0088
 NT0088  VERT ORDER  -  SECOND    CLASS 0
 NT0088
 NT0088.The horizontal coordinates were scaled from a topographic map and have
 NT0088.an estimated accuracy of +/- 6 seconds.
 NT0088
 NT0088.The orthometric height was determined by differential leveling
 NT0088.and adjusted by the National Geodetic Survey in June 1991..
 NT0088
 NT0088.The geoid height was determined by GEOID03.
 NT0088
 NT0088.The dynamic height is computed by dividing the NAVD 88
 NT0088.geopotential number by the normal gravity value computed on the
 NT0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0088.degrees latitude (g = 980.6199 gals.).
 NT0088
 NT0088.The modeled gravity was interpolated from observed gravity values.
 NT0088
 NT0088;                    North         East    Units  Estimated Accuracy
 NT0088;SPC WY W     -   361,640.      750,010.      MT  (+/- 180 meters Scaled)
 NT0088
 NT0088                          SUPERSEDED SURVEY CONTROL
 NT0088
 NT0088  NGVD 29 (??/??/92) 2088.017  (m)         6850.44   (f) ADJ UNCH    2 0
 NT0088
 NT0088.Superseded values are not recommended for survey control.
 NT0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0088.See file dsdata.txt to determine how the superseded data were derived.
 NT0088
 NT0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN249446(NAD 83)
 NT0088_MARKER: DB = BENCH MARK DISK
 NT0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0088_STAMPING: K 314 1946
 NT0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0088+STABILITY: SURFACE MOTION
 NT0088
 NT0088  HISTORY     - Date     Condition        Report By
 NT0088  HISTORY     - 1946     MONUMENTED       CGS
 NT0088  HISTORY     - 1972     MARK NOT FOUND   NGS
 NT0088
 NT0088                          STATION DESCRIPTION
 NT0088
 NT0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0088'35.7 MI SE FROM ALPINE.
 NT0088'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0088'THENCE ABOUT 34.1 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 251 FEET
 NT0088'NORTHEAST OF THE EDGE OF GREYS RIVER, 48 FEET SOUTHWEST OF THE CENTER
 NT0088'LINE OF THE ROAD, 75 FEET NORTHEAST OF A LONE PINE TREE, ABOUT 6 FEET
 NT0088'BELOW THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, ON A SMALL BENCH
 NT0088'OVERLOOKING A LARGE MEADOW, AND SET IN THE TOP OF A CONCRETE POST.
 NT0088
 NT0088                          STATION RECOVERY (1972)
 NT0088
 NT0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0112 ***********************************************************************
 NT0112  DESIGNATION -  K 315
 NT0112  PID         -  NT0112
 NT0112  STATE/COUNTY-  WY/LINCOLN
 NT0112  USGS QUAD   -  POISON MEADOWS (1980)
 NT0112
 NT0112                         *CURRENT SURVEY CONTROL
 NT0112  ___________________________________________________________________
 NT0112* NAD 83(1986)-  42 31 12.     (N)    110 42 01.     (W)     SCALED    
 NT0112* NAVD 88     -      2606.923  (meters)    8552.88   (feet)  ADJUSTED  
 NT0112  ___________________________________________________________________
 NT0112  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 NT0112  DYNAMIC HT  -        2604.660 (meters)    8545.46  (feet)  COMP
 NT0112  MODELED GRAV-     979,658.3   (mgal)                       NAVD 88
 NT0112
 NT0112  VERT ORDER  -  SECOND    CLASS 0
 NT0112
 NT0112.The horizontal coordinates were scaled from a topographic map and have
 NT0112.an estimated accuracy of +/- 6 seconds.
 NT0112
 NT0112.The orthometric height was determined by differential leveling
 NT0112.and adjusted by the National Geodetic Survey in June 1991..
 NT0112
 NT0112.The geoid height was determined by GEOID03.
 NT0112
 NT0112.The dynamic height is computed by dividing the NAVD 88
 NT0112.geopotential number by the normal gravity value computed on the
 NT0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0112.degrees latitude (g = 980.6199 gals.).
 NT0112
 NT0112.The modeled gravity was interpolated from observed gravity values.
 NT0112
 NT0112;                    North         East    Units  Estimated Accuracy
 NT0112;SPC WY W     -   324,520.      749,310.      MT  (+/- 180 meters Scaled)
 NT0112
 NT0112                          SUPERSEDED SURVEY CONTROL
 NT0112
 NT0112  NGVD 29 (??/??/92) 2605.394  (m)         8547.86   (f) ADJ UNCH    2 0
 NT0112
 NT0112.Superseded values are not recommended for survey control.
 NT0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0112.See file dsdata.txt to determine how the superseded data were derived.
 NT0112
 NT0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN246075(NAD 83)
 NT0112_MARKER: DB = BENCH MARK DISK
 NT0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0112_STAMPING: K 315 1946
 NT0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0112+STABILITY: SURFACE MOTION
 NT0112
 NT0112  HISTORY     - Date     Condition        Report By
 NT0112  HISTORY     - 1946     MONUMENTED       CGS
 NT0112
 NT0112                          STATION DESCRIPTION
 NT0112
 NT0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0112'29.5 MI E FROM SMOOT.
 NT0112'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0112'THENCE ABOUT 22.5 MILES EASTERLY ALONG GREYS RIVER ROAD, IN THE CENTER
 NT0112'OF A U TURN ON THE WEST SIDE OF LABARGE RANGER STATION, 108 FEET WEST
 NT0112'OF THE WEST CORNER OF THE RANGER STATION, 96 FEET SOUTHEAST OF A
 NT0112'CURRUGATED METAL CULVERT, 84 FEET WEST OF A WIRE FENCE, 1.5 FEET WEST
 NT0112'OF A B. M. TR 20 (USGS), AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0582 ***********************************************************************
 MO0582  DESIGNATION -  K 317
 MO0582  PID         -  MO0582
 MO0582  STATE/COUNTY-  WY/ALBANY
 MO0582  USGS QUAD   -  LARAMIE (1978)
 MO0582
 MO0582                         *CURRENT SURVEY CONTROL
 MO0582  ___________________________________________________________________
 MO0582* NAD 83(1986)-  41 15 37.     (N)    105 35 18.     (W)     SCALED    
 MO0582* NAVD 88     -      2198.620  (meters)    7213.31   (feet)  ADJUSTED  
 MO0582  ___________________________________________________________________
 MO0582  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0582  DYNAMIC HT  -        2196.699 (meters)    7207.00  (feet)  COMP
 MO0582  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 MO0582
 MO0582  VERT ORDER  -  FIRST     CLASS II
 MO0582
 MO0582.The horizontal coordinates were scaled from a topographic map and have
 MO0582.an estimated accuracy of +/- 6 seconds.
 MO0582
 MO0582.The orthometric height was determined by differential leveling
 MO0582.and adjusted by the National Geodetic Survey in June 1991..
 MO0582
 MO0582.The geoid height was determined by GEOID03.
 MO0582
 MO0582.The dynamic height is computed by dividing the NAVD 88
 MO0582.geopotential number by the normal gravity value computed on the
 MO0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0582.degrees latitude (g = 980.6199 gals.).
 MO0582
 MO0582.The modeled gravity was interpolated from observed gravity values.
 MO0582
 MO0582;                    North         East    Units  Estimated Accuracy
 MO0582;SPC WY E     -    84,510.      164,670.      MT  (+/- 180 meters Scaled)
 MO0582
 MO0582                          SUPERSEDED SURVEY CONTROL
 MO0582
 MO0582  NGVD 29 (??/??/92) 2197.558  (m)         7209.82   (f) ADJ UNCH    1 2
 MO0582
 MO0582.Superseded values are not recommended for survey control.
 MO0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0582.See file dsdata.txt to determine how the superseded data were derived.
 MO0582
 MO0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF507678(NAD 83)
 MO0582_MARKER: DB = BENCH MARK DISK
 MO0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0582_STAMPING: K 317 1947
 MO0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0582+STABILITY: SURFACE MOTION
 MO0582
 MO0582  HISTORY     - Date     Condition        Report By
 MO0582  HISTORY     - 1947     MONUMENTED       CGS
 MO0582  HISTORY     - 1956     GOOD             NGS
 MO0582  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0582  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 MO0582
 MO0582                          STATION DESCRIPTION
 MO0582
 MO0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0582'3.8 MI S FROM LARAMIE.
 MO0582'3.1 MILES SOUTH ALONG THE WEST TRACK OF THE UNION PACIFIC
 MO0582'RAILROAD FROM THE STATION AT LARAMIE, THENCE 0.7 MILE EAST ALONG
 MO0582'A ROAD LEADING TO THE LARAMIE AIR PARK, 102 FEET NORTHEAST OF THE
 MO0582'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 17 FEET SOUTHEAST
 MO0582'OF THE WEST CORNER OF THE CONCRETE FLOOR OF AN OLD HANGAR WHICH
 MO0582'HAS BEEN REMOVED, 12 FEET NORTHWEST OF THE SOUTH CORNER OF THE
 MO0582'CONCRETE FLOOR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0582'0.1 FOOT ABOVE THE GROUND, IN SECTION 21, TOWNSHIP 15 NORTH,
 MO0582'RANGE 73 WEST.  THIS AIRPORT HAS BEEN ABANDONED.
 MO0582
 MO0582                          STATION RECOVERY (1983)
 MO0582
 MO0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0582'MARK NOT FOUND.
 MO0582
 MO0582                          STATION RECOVERY (1992)
 MO0582
 MO0582'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0706 ***********************************************************************
 MO0706  DESIGNATION -  K 318
 MO0706  PID         -  MO0706
 MO0706  STATE/COUNTY-  WY/ALBANY
 MO0706  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO0706
 MO0706                         *CURRENT SURVEY CONTROL
 MO0706  ___________________________________________________________________
 MO0706* NAD 83(1986)-  41 40 47.     (N)    105 50 17.     (W)     SCALED    
 MO0706* NAVD 88     -      2191.746  (meters)    7190.75   (feet)  ADJUSTED  
 MO0706  ___________________________________________________________________
 MO0706  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 MO0706  DYNAMIC HT  -        2189.892 (meters)    7184.67  (feet)  COMP
 MO0706  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 MO0706
 MO0706  VERT ORDER  -  FIRST     CLASS II
 MO0706
 MO0706.The horizontal coordinates were scaled from a topographic map and have
 MO0706.an estimated accuracy of +/- 6 seconds.
 MO0706
 MO0706.The orthometric height was determined by differential leveling
 MO0706.and adjusted by the National Geodetic Survey in June 1991..
 MO0706.WARNING-Repeat measurements at this control monument indicate possible
 MO0706.vertical movement.
 MO0706
 MO0706.The geoid height was determined by GEOID03.
 MO0706
 MO0706.The dynamic height is computed by dividing the NAVD 88
 MO0706.geopotential number by the normal gravity value computed on the
 MO0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0706.degrees latitude (g = 980.6199 gals.).
 MO0706
 MO0706.The modeled gravity was interpolated from observed gravity values.
 MO0706
 MO0706;                    North         East    Units  Estimated Accuracy
 MO0706;SPC WY E     -   131,220.      144,100.      MT  (+/- 180 meters Scaled)
 MO0706
 MO0706                          SUPERSEDED SURVEY CONTROL
 MO0706
 MO0706  NGVD 29 (06/08/92) 2190.665  (m)         7187.21   (f) ADJUSTED    1 2
 MO0706
 MO0706.Superseded values are not recommended for survey control.
 MO0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0706.See file dsdata.txt to determine how the superseded data were derived.
 MO0706
 MO0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG302145(NAD 83)
 MO0706_MARKER: DB = BENCH MARK DISK
 MO0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0706_STAMPING: K 318 1947
 MO0706_MARK LOGO: CGS   
 MO0706_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0706+STABILITY: SURFACE MOTION
 MO0706
 MO0706  HISTORY     - Date     Condition        Report By
 MO0706  HISTORY     - 1947     MONUMENTED       CGS
 MO0706  HISTORY     - 1983     GOOD             NGS
 MO0706  HISTORY     - 19990824 GOOD             WYDT
 MO0706
 MO0706                          STATION DESCRIPTION
 MO0706
 MO0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0706'1.9 MI NW FROM LOOKOUT.
 MO0706'1.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0706'STATION AT LOOKOUT, AT A PRIVATE ROAD CROSSING, 169.0 FEET
 MO0706'SOUTH OF THE CENTER LINE OF THE ROAD, 66.2 FEET NORTH OF THE
 MO0706'NORTH RAIL OF THE NORTH TRACK AT A POINT 7 POLES EAST OF MILEPOST
 MO0706'596, 30.0 FEET NORTH OF A FENCE, 9.0 FEET NORTHWEST OF A
 MO0706'TELEGRAPH POLE AND IN LINE WITH A ROW OF POLES, 2.7 FEET
 MO0706'SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MO0706'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MO0706
 MO0706                          STATION RECOVERY (1983)
 MO0706
 MO0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0706'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.2 KM
 MO0706'(9.45 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0706'STAION IN ROCK RIVER ALSO DELETE 30 FEET NORTH OF A FENCE, AND ADD 8.9
 MO0706'METERS (29.2 FT) SOUTHWEST OF A FENCE.
 MO0706
 MO0706                          STATION RECOVERY (1999)
 MO0706
 MO0706'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0706'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0706'307-777-3819
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0234 ***********************************************************************
 MP0234  DESIGNATION -  K 319
 MP0234  PID         -  MP0234
 MP0234  STATE/COUNTY-  WY/CARBON
 MP0234  USGS QUAD   -  SINCLAIR (1981)
 MP0234
 MP0234                         *CURRENT SURVEY CONTROL
 MP0234  ___________________________________________________________________
 MP0234* NAD 83(1986)-  41 46 39.     (N)    107 05 17.     (W)     SCALED    
 MP0234* NAVD 88     -      2008.173  (meters)    6588.48   (feet)  ADJUSTED  
 MP0234  ___________________________________________________________________
 MP0234  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MP0234  DYNAMIC HT  -        2006.498 (meters)    6582.99  (feet)  COMP
 MP0234  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 MP0234
 MP0234  VERT ORDER  -  FIRST     CLASS II
 MP0234
 MP0234.The horizontal coordinates were scaled from a topographic map and have
 MP0234.an estimated accuracy of +/- 6 seconds.
 MP0234
 MP0234.The orthometric height was determined by differential leveling
 MP0234.and adjusted by the National Geodetic Survey in June 1991..
 MP0234
 MP0234.The geoid height was determined by GEOID03.
 MP0234
 MP0234.The dynamic height is computed by dividing the NAVD 88
 MP0234.geopotential number by the normal gravity value computed on the
 MP0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0234.degrees latitude (g = 980.6199 gals.).
 MP0234
 MP0234.The modeled gravity was interpolated from observed gravity values.
 MP0234
 MP0234;                    North         East    Units  Estimated Accuracy
 MP0234;SPC WYEC     -   241,900.      420,390.      MT  (+/- 180 meters Scaled)
 MP0234
 MP0234                          SUPERSEDED SURVEY CONTROL
 MP0234
 MP0234  NGVD 29 (06/08/92) 2007.045  (m)         6584.78   (f) ADJUSTED    1 2
 MP0234
 MP0234.Superseded values are not recommended for survey control.
 MP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0234.See file dsdata.txt to determine how the superseded data were derived.
 MP0234
 MP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG264271(NAD 83)
 MP0234_MARKER: P = PIPE CAP
 MP0234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0234_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0234_STAMPING: K 319 1947
 MP0234_MARK LOGO: USGS  
 MP0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0234
 MP0234  HISTORY     - Date     Condition        Report By
 MP0234  HISTORY     - 1947     MONUMENTED       USGS
 MP0234  HISTORY     - 1947     GOOD             NGS
 MP0234  HISTORY     - 1983     GOOD             NGS
 MP0234
 MP0234                          STATION DESCRIPTION
 MP0234
 MP0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0234'1.2 MI E FROM PARCO (SINCLAIR).
 MP0234'1.2 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0234'PARCO (SINCLAIR), APPROXIMATELY 108 YARDS SOUTHEAST OF THE SOUTHEAST
 MP0234'END OF THE OVERPASS OF U. S. HIGHWAY 30, 281.9 FEET SOUTH OF THE SOUTH
 MP0234'RAIL OF THE SOUTH TRACK, 108.0 FEET EAST OF THE CENTER LINE OF U. S.
 MP0234'HIGHWAY 30 AND 25 FEET LOWER, 19.3 FEET SOUTH OF A REFERENCE POST, A
 MP0234'U.S.G.S. CAP RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE AND PROJECTS 1.6
 MP0234'FEET ABOVE THE GROUND.
 MP0234
 MP0234                          STATION RECOVERY (1983)
 MP0234
 MP0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0234'RECOVERED IN GOOD CONDITION EXCEPT ADD 0.1 KM (0.05 MI) SOUTHEAST OF
 MP0234'MILEPOST 675, AND 0.3 METER (0.1 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0027 ***********************************************************************
 NR0027  DESIGNATION -  K 32
 NR0027  PID         -  NR0027
 NR0027  STATE/COUNTY-  WY/NATRONA
 NR0027  USGS QUAD   -  CASPER (1984)
 NR0027
 NR0027                         *CURRENT SURVEY CONTROL
 NR0027  ___________________________________________________________________
 NR0027* NAD 83(1986)-  42 49 55.     (N)    106 20 28.     (W)     SCALED    
 NR0027* NAVD 88     -      1588.032  (meters)    5210.07   (feet)  ADJUSTED  
 NR0027  ___________________________________________________________________
 NR0027  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 NR0027  DYNAMIC HT  -        1587.045 (meters)    5206.83  (feet)  COMP
 NR0027  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 NR0027
 NR0027  VERT ORDER  -  FIRST     CLASS II
 NR0027
 NR0027.The horizontal coordinates were scaled from a topographic map and have
 NR0027.an estimated accuracy of +/- 6 seconds.
 NR0027
 NR0027.The orthometric height was determined by differential leveling
 NR0027.and adjusted by the National Geodetic Survey in June 1991..
 NR0027
 NR0027.The geoid height was determined by GEOID03.
 NR0027
 NR0027.The dynamic height is computed by dividing the NAVD 88
 NR0027.geopotential number by the normal gravity value computed on the
 NR0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0027.degrees latitude (g = 980.6199 gals.).
 NR0027
 NR0027.The modeled gravity was interpolated from observed gravity values.
 NR0027
 NR0027;                    North         East    Units  Estimated Accuracy
 NR0027;SPC WYEC     -   359,460.      481,120.      MT  (+/- 180 meters Scaled)
 NR0027
 NR0027                          SUPERSEDED SURVEY CONTROL
 NR0027
 NR0027  NGVD 29 (??/??/92) 1587.160  (m)         5207.21   (f) ADJ UNCH    1 2
 NR0027
 NR0027.Superseded values are not recommended for survey control.
 NR0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0027.See file dsdata.txt to determine how the superseded data were derived.
 NR0027
 NR0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH903430(NAD 83)
 NR0027_MARKER: DB = BENCH MARK DISK
 NR0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0027_STAMPING: K 32 1933
 NR0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0027+STABILITY: SURFACE MOTION
 NR0027
 NR0027  HISTORY     - Date     Condition        Report By
 NR0027  HISTORY     - 1933     MONUMENTED       CGS
 NR0027  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0027
 NR0027                          STATION DESCRIPTION
 NR0027
 NR0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0027'1.6 MI S FROM CASPER.
 NR0027'1.6 MILES SOUTH ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0027'CASPER, NATRONA COUNTY, AT THE CITY LIMITS, AT A 90-DEGREE CURVE TO
 NR0027'THE RIGHT, AT THE JUNCTION OF A ROAD LEADING SOUTH, 70 FEET SOUTH OF
 NR0027'THE CENTER LINE OF THE HIGHWAY, AND 50 FEET WEST OF THE ROAD.  A
 NR0027'STANDARD DISK, STAMPED K 32 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0027'PROJECTING 6 INCHES ABOVE GROUND.
 NR0027
 NR0027                          STATION RECOVERY (1982)
 NR0027
 NR0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0446 ***********************************************************************
 MO0446  DESIGNATION -  K 320
 MO0446  PID         -  MO0446
 MO0446  STATE/COUNTY-  WY/LARAMIE
 MO0446  USGS QUAD   -  EMKAY (1978)
 MO0446
 MO0446                         *CURRENT SURVEY CONTROL
 MO0446  ___________________________________________________________________
 MO0446* NAD 83(1986)-  41 05 28.     (N)    105 03 47.     (W)     SCALED    
 MO0446* NAVD 88     -      2102.635  (meters)    6898.40   (feet)  POSTED    
 MO0446  ___________________________________________________________________
 MO0446  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 MO0446  DYNAMIC HT  -        2100.750 (meters)    6892.21  (feet)  COMP
 MO0446  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 MO0446
 MO0446  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MO0446
 MO0446.The horizontal coordinates were scaled from a topographic map and have
 MO0446.an estimated accuracy of +/- 6 seconds.
 MO0446
 MO0446.The orthometric height was determined by differential leveling
 MO0446.and adjusted by the National Geodetic Survey in 1992..
 MO0446.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MO0446.rate of 1.1 thru 2.0 mm/km.
 MO0446
 MO0446.The geoid height was determined by GEOID03.
 MO0446
 MO0446.The dynamic height is computed by dividing the NAVD 88
 MO0446.geopotential number by the normal gravity value computed on the
 MO0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0446.degrees latitude (g = 980.6199 gals.).
 MO0446
 MO0446.The modeled gravity was interpolated from observed gravity values.
 MO0446
 MO0446;                    North         East    Units  Estimated Accuracy
 MO0446;SPC WY E     -    65,640.      208,710.      MT  (+/- 180 meters Scaled)
 MO0446
 MO0446                          SUPERSEDED SURVEY CONTROL
 MO0446
 MO0446  NGVD 29 (??/??/92) 2101.558  (m)         6894.86   (f) ADJ UNCH    1 2
 MO0446
 MO0446.Superseded values are not recommended for survey control.
 MO0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0446.See file dsdata.txt to determine how the superseded data were derived.
 MO0446
 MO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF947488(NAD 83)
 MO0446_MARKER: DB = BENCH MARK DISK
 MO0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0446_SP_SET: CULVERT
 MO0446_STAMPING: K 320 1947
 MO0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0446
 MO0446  HISTORY     - Date     Condition        Report By
 MO0446  HISTORY     - 1947     MONUMENTED       CGS
 MO0446  HISTORY     - 1956     GOOD             NGS
 MO0446
 MO0446                          STATION DESCRIPTION
 MO0446
 MO0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0446'0.6 MI E FROM OTTO.
 MO0446'0.6 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0446'SIGN AT OTTO, 22.5 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MO0446'TRACK, 10 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MO0446'SOUTHWEST END OF THE NORTHEAST WINGWALL OF A ARCH CULVERT,
 MO0446'IN THE SOUTHEAST 1/4 OF SECTION 13, TOWNSHIP 13 NORTH, RANGE
 MO0446'68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0719 ***********************************************************************
 MO0719  DESIGNATION -  K 321
 MO0719  PID         -  MO0719
 MO0719  STATE/COUNTY-  WY/ALBANY
 MO0719  USGS QUAD   -  WILCOX (1981)
 MO0719
 MO0719                         *CURRENT SURVEY CONTROL
 MO0719  ___________________________________________________________________
 MO0719* NAD 83(1986)-  41 46 05.     (N)    105 58 59.     (W)     SCALED    
 MO0719* NAVD 88     -      2111.320  (meters)    6926.89   (feet)  ADJUSTED  
 MO0719  ___________________________________________________________________
 MO0719  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 MO0719  DYNAMIC HT  -        2109.535 (meters)    6921.03  (feet)  COMP
 MO0719  MODELED GRAV-     979,701.5   (mgal)                       NAVD 88
 MO0719
 MO0719  VERT ORDER  -  FIRST     CLASS II
 MO0719
 MO0719.The horizontal coordinates were scaled from a topographic map and have
 MO0719.an estimated accuracy of +/- 6 seconds.
 MO0719
 MO0719.The orthometric height was determined by differential leveling
 MO0719.and adjusted by the National Geodetic Survey in June 1991..
 MO0719
 MO0719.The geoid height was determined by GEOID03.
 MO0719
 MO0719.The dynamic height is computed by dividing the NAVD 88
 MO0719.geopotential number by the normal gravity value computed on the
 MO0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0719.degrees latitude (g = 980.6199 gals.).
 MO0719
 MO0719.The modeled gravity was interpolated from observed gravity values.
 MO0719
 MO0719;                    North         East    Units  Estimated Accuracy
 MO0719;SPC WY E     -   141,140.      132,120.      MT  (+/- 180 meters Scaled)
 MO0719
 MO0719                          SUPERSEDED SURVEY CONTROL
 MO0719
 MO0719  NGVD 29 (??/??/92) 2110.224  (m)         6923.29   (f) ADJ UNCH    1 2
 MO0719
 MO0719.Superseded values are not recommended for survey control.
 MO0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0719.See file dsdata.txt to determine how the superseded data were derived.
 MO0719
 MO0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG182244(NAD 83)
 MO0719_MARKER: DB = BENCH MARK DISK
 MO0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0719_SP_SET: CULVERT
 MO0719_STAMPING: K 321 1947
 MO0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0719
 MO0719  HISTORY     - Date     Condition        Report By
 MO0719  HISTORY     - 1947     MONUMENTED       CGS
 MO0719  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0719
 MO0719                          STATION DESCRIPTION
 MO0719
 MO0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0719'1.6 MI N FROM ROCK RIVER.
 MO0719'1.6 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MO0719'TANK AT ROCK RIVER, 3 POLES NORTH OF MILE POST NO. 607, 20.7
 MO0719'FEET WEST OF THE WEST RAIL OF THE EAST BOUND TRACK OF THE
 MO0719'MAIN LINE TRACKS, SET IN HE TOP OF AND 1.2 FOOT NORTH OF THE
 MO0719'SOUTH END OF THE WEST CONCRETE HEADWALL OF CULVERT NO. 607.08
 MO0719'UNDER THE TRACKS, ABOUT 8 FEET BELOW THE TRACKS.
 MO0719
 MO0719                          STATION RECOVERY (1983)
 MO0719
 MO0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0719'THE HEADWALL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0013 ***********************************************************************
 MP0013  DESIGNATION -  K 322
 MP0013  PID         -  MP0013
 MP0013  STATE/COUNTY-  WY/CARBON
 MP0013  USGS QUAD   -  MEDICINE BOW (1971)
 MP0013
 MP0013                         *CURRENT SURVEY CONTROL
 MP0013  ___________________________________________________________________
 MP0013* NAD 83(1986)-  41 53 43.     (N)    106 12 02.     (W)     SCALED    
 MP0013* NAVD 88     -      2001.448  (meters)    6566.42   (feet)  ADJUSTED  
 MP0013  ___________________________________________________________________
 MP0013  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 MP0013  DYNAMIC HT  -        1999.767 (meters)    6560.90  (feet)  COMP
 MP0013  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 MP0013
 MP0013  VERT ORDER  -  FIRST     CLASS II
 MP0013
 MP0013.The horizontal coordinates were scaled from a topographic map and have
 MP0013.an estimated accuracy of +/- 6 seconds.
 MP0013
 MP0013.The orthometric height was determined by differential leveling
 MP0013.and adjusted by the National Geodetic Survey in June 1991..
 MP0013
 MP0013.The geoid height was determined by GEOID03.
 MP0013
 MP0013.The dynamic height is computed by dividing the NAVD 88
 MP0013.geopotential number by the normal gravity value computed on the
 MP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0013.degrees latitude (g = 980.6199 gals.).
 MP0013
 MP0013.The modeled gravity was interpolated from observed gravity values.
 MP0013
 MP0013;                    North         East    Units  Estimated Accuracy
 MP0013;SPC WYEC     -   255,570.      494,000.      MT  (+/- 180 meters Scaled)
 MP0013
 MP0013                          SUPERSEDED SURVEY CONTROL
 MP0013
 MP0013  NGVD 29 (??/??/92) 2000.327  (m)         6562.74   (f) ADJ UNCH    1 2
 MP0013
 MP0013.Superseded values are not recommended for survey control.
 MP0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0013.See file dsdata.txt to determine how the superseded data were derived.
 MP0013
 MP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG004388(NAD 83)
 MP0013_MARKER: DB = BENCH MARK DISK
 MP0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0013_STAMPING: K 322 1947
 MP0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0013+STABILITY: SURFACE MOTION
 MP0013
 MP0013  HISTORY     - Date     Condition        Report By
 MP0013  HISTORY     - 1947     MONUMENTED       CGS
 MP0013  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0013
 MP0013                          STATION DESCRIPTION
 MP0013
 MP0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0013'IN MEDICINE BOW.
 MP0013'AT MEDICINE BOW, 175.1 FEET SOUTH OF AND DIRECTLY ACROSS U.S. HIGHWAY
 MP0013'NO.30 FROM THE SOUTHWEST CORNER OF THE VIRGINIAN HOTEL, 135.5 FEET
 MP0013'NORTH OF THE NORTH SIDE OF THE CONCRETE FOUNDATION FOR THE UNION
 MP0013'PACIFIC RAILROAD STATION, 60.0 FEET EAST OF THE CENTER OF A GRAVEL
 MP0013'ROAD LEADING SOUTH ACROSS THE TRACKS, 54.0 FEET SOUTH OF THE CENTER OF
 MP0013'U.S. HIGHWAY NO.30, 3.6 FEET EAST OF A 4-INCH IRON PIPE FLAG POLE, 2.7
 MP0013'FEET WEST OF THE NORTHWEST CORNER OF A PYRAMID SHAPED MONUMENT WHICH
 MP0013'IS MADE OF PETRIFIED WOOD AND WAS DEDICATED TO THE MEMORY OF OWEN
 MP0013'WISTER, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 MP0013'RAILROAD TRACKS AND THE HIGHWAY AND PROJECTING 0.6 FOOT.
 MP0013
 MP0013                          STATION RECOVERY (1983)
 MP0013
 MP0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0176 ***********************************************************************
 MP0176  DESIGNATION -  K 323
 MP0176  PID         -  MP0176
 MP0176  STATE/COUNTY-  WY/CARBON
 MP0176  USGS QUAD   -  HANNA (1982)
 MP0176
 MP0176                         *CURRENT SURVEY CONTROL
 MP0176  ___________________________________________________________________
 MP0176* NAD 83(1986)-  41 52 07.     (N)    106 33 31.     (W)     SCALED    
 MP0176* NAVD 88     -      2068.450  (meters)    6786.24   (feet)  ADJUSTED  
 MP0176  ___________________________________________________________________
 MP0176  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 MP0176  DYNAMIC HT  -        2066.587 (meters)    6780.13  (feet)  COMP
 MP0176  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 MP0176
 MP0176  VERT ORDER  -  FIRST     CLASS II
 MP0176
 MP0176.The horizontal coordinates were scaled from a topographic map and have
 MP0176.an estimated accuracy of +/- 6 seconds.
 MP0176
 MP0176.The orthometric height was determined by differential leveling
 MP0176.and adjusted by the National Geodetic Survey in June 1991..
 MP0176
 MP0176.The geoid height was determined by GEOID03.
 MP0176
 MP0176.The dynamic height is computed by dividing the NAVD 88
 MP0176.geopotential number by the normal gravity value computed on the
 MP0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0176.degrees latitude (g = 980.6199 gals.).
 MP0176
 MP0176.The modeled gravity was interpolated from observed gravity values.
 MP0176
 MP0176;                    North         East    Units  Estimated Accuracy
 MP0176;SPC WYEC     -   252,280.      464,310.      MT  (+/- 180 meters Scaled)
 MP0176
 MP0176                          SUPERSEDED SURVEY CONTROL
 MP0176
 MP0176  NGVD 29 (??/??/92) 2067.187  (m)         6782.10   (f) ADJ UNCH    1 2
 MP0176
 MP0176.Superseded values are not recommended for survey control.
 MP0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0176.See file dsdata.txt to determine how the superseded data were derived.
 MP0176
 MP0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG706363(NAD 83)
 MP0176_MARKER: DB = BENCH MARK DISK
 MP0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0176_SP_SET: FOUNDATION
 MP0176_STAMPING: K 323 1947
 MP0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0176
 MP0176  HISTORY     - Date     Condition        Report By
 MP0176  HISTORY     - 1947     MONUMENTED       CGS
 MP0176  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0176
 MP0176                          STATION DESCRIPTION
 MP0176
 MP0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0176'IN HANNA.
 MP0176'AT HANNA, 0.3 MILE EAST OF THE UNION PACIFIC RAILROAD STATION AND AT
 MP0176'THE RAILROAD WATER TANKS, IN THE TOP OF THE EAST SIDE OF THE CONCRETE
 MP0176'FOUNDATION OF THE STAND PIPE TYPE OF WATER STORAGE AND WATER TREATING
 MP0176'RESERVOIR, 5.0 FEET NORTH OF THE NORTH SIDE OF A MANHOLE TYPE OF CLEAN
 MP0176'OUT OPENING, 2 1/2 FEET ABOVE THE TOP OF THE GROUND.
 MP0176
 MP0176                          STATION RECOVERY (1983)
 MP0176
 MP0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0176'THE FOUNDATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0189 ***********************************************************************
 OW0189  DESIGNATION -  K 326
 OW0189  PID         -  OW0189
 OW0189  STATE/COUNTY-  WY/HOT SPRINGS
 OW0189  USGS QUAD   -  KIRBY (1985)
 OW0189
 OW0189                         *CURRENT SURVEY CONTROL
 OW0189  ___________________________________________________________________
 OW0189* NAD 83(1986)-  43 47 09.     (N)    108 11 04.     (W)     SCALED    
 OW0189* NAVD 88     -      1306.216  (meters)    4285.48   (feet)  ADJUSTED  
 OW0189  ___________________________________________________________________
 OW0189  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 OW0189  DYNAMIC HT  -        1305.544 (meters)    4283.27  (feet)  COMP
 OW0189  MODELED GRAV-     980,060.3   (mgal)                       NAVD 88
 OW0189
 OW0189  VERT ORDER  -  FIRST     CLASS II
 OW0189
 OW0189.The horizontal coordinates were scaled from a topographic map and have
 OW0189.an estimated accuracy of +/- 6 seconds.
 OW0189
 OW0189.The orthometric height was determined by differential leveling
 OW0189.and adjusted by the National Geodetic Survey in June 1991..
 OW0189
 OW0189.The geoid height was determined by GEOID03.
 OW0189
 OW0189.The dynamic height is computed by dividing the NAVD 88
 OW0189.geopotential number by the normal gravity value computed on the
 OW0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0189.degrees latitude (g = 980.6199 gals.).
 OW0189
 OW0189.The modeled gravity was interpolated from observed gravity values.
 OW0189
 OW0189;                    North         East    Units  Estimated Accuracy
 OW0189;SPC WYWC     -   365,110.      645,520.      MT  (+/- 180 meters Scaled)
 OW0189
 OW0189                          SUPERSEDED SURVEY CONTROL
 OW0189
 OW0189  NGVD 29 (06/08/92) 1305.383  (m)         4282.74   (f) ADJUSTED    1 2
 OW0189
 OW0189.Superseded values are not recommended for survey control.
 OW0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0189.See file dsdata.txt to determine how the superseded data were derived.
 OW0189
 OW0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP265519(NAD 83)
 OW0189_MARKER: DB = BENCH MARK DISK
 OW0189_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OW0189_SP_SET: ABUTMENT
 OW0189_STAMPING: K 326 1982
 OW0189_MARK LOGO: NGS   
 OW0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0189+STABILITY: POSITION/ELEVATION WELL
 OW0189
 OW0189  HISTORY     - Date     Condition        Report By
 OW0189  HISTORY     - 1982     MONUMENTED       NGS
 OW0189
 OW0189                          STATION DESCRIPTION
 OW0189
 OW0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0189'17.7 KM (11.0 MI) NORTH FROM THERMOPOLIS.
 OW0189'17.7 KM (11.0 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0189'WITH STATE HIGHWAY 120 IN THERMOPOLIS, IN TOP OF AND 0.3 METER (1.0
 OW0189'FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY
 OW0189'OVERPASS OF COAL DRAW AND 5.0 METERS (16.4 FT) EAST OF THE CENTERLINE
 OW0189'OF THE HIGHWAY.
 OW0189'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0205 ***********************************************************************
 OW0205  DESIGNATION -  K 327
 OW0205  PID         -  OW0205
 OW0205  STATE/COUNTY-  WY/HOT SPRINGS
 OW0205  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0205
 OW0205                         *CURRENT SURVEY CONTROL
 OW0205  ___________________________________________________________________
 OW0205* NAD 83(1986)-  43 37 05.     (N)    108 13 22.     (W)     SCALED    
 OW0205* NAVD 88     -      1332.662  (meters)    4372.24   (feet)  ADJUSTED  
 OW0205  ___________________________________________________________________
 OW0205  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 OW0205  DYNAMIC HT  -        1331.974 (meters)    4369.98  (feet)  COMP
 OW0205  MODELED GRAV-     980,057.3   (mgal)                       NAVD 88
 OW0205  OBS GRAVITY -     980,056.8   (mgal)                       GRAV_OBS
 OW0205
 OW0205  VERT ORDER  -  FIRST     CLASS II
 OW0205
 OW0205.The horizontal coordinates were scaled from a topographic map and have
 OW0205.an estimated accuracy of +/- 6 seconds.
 OW0205
 OW0205.The orthometric height was determined by differential leveling
 OW0205.and adjusted by the National Geodetic Survey in June 1991..
 OW0205
 OW0205.The geoid height was determined by GEOID03.
 OW0205
 OW0205.The dynamic height is computed by dividing the NAVD 88
 OW0205.geopotential number by the normal gravity value computed on the
 OW0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0205.degrees latitude (g = 980.6199 gals.).
 OW0205
 OW0205.The modeled gravity was interpolated from observed gravity values.
 OW0205.The observed gravity was obtained from relative gravimeter ties
 OW0205.to the IGSN71 gravity network.
 OW0205
 OW0205;                    North         East    Units  Estimated Accuracy
 OW0205;SPC WYWC     -   346,450.      642,550.      MT  (+/- 180 meters Scaled)
 OW0205
 OW0205                          SUPERSEDED SURVEY CONTROL
 OW0205
 OW0205  NGVD 29 (06/08/92) 1331.830  (m)         4369.51   (f) ADJUSTED    1 2
 OW0205
 OW0205.Superseded values are not recommended for survey control.
 OW0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0205.See file dsdata.txt to determine how the superseded data were derived.
 OW0205
 OW0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP240332(NAD 83)
 OW0205_MARKER: I = METAL ROD
 OW0205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0205_SP_SET: STAINLESS STEEL ROD
 OW0205_STAMPING: K 327 1982
 OW0205_MARK LOGO: NGS   
 OW0205_PROJECTION: FLUSH
 OW0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0205_ROD/PIPE-DEPTH: 4.3  meters
 OW0205
 OW0205  HISTORY     - Date     Condition        Report By
 OW0205  HISTORY     - 1982     MONUMENTED       NGS
 OW0205
 OW0205                          STATION DESCRIPTION
 OW0205
 OW0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0205'3.8 KM (2.35 MI) SOUTH FROM THERMOPOLIS.
 OW0205'3.8 KM (2.35 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0205'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 10.5 METERS (34.4 FT) WEST OF
 OW0205'THE CENTERLINE OF THE HIGHWAY AND 1.6 METERS (5.2 FT) NORTH OF THE
 OW0205'SOUTH END OF A GUARD RAIL.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 OW0205'A 5-INCH LOGO CAP.
 OW0205'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 OW0205'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0248 ***********************************************************************
 PX0248  DESIGNATION -  K 328
 PX0248  PID         -  PX0248
 PX0248  STATE/COUNTY-  WY/BIG HORN
 PX0248  USGS QUAD   -  FRANNIE (1966)
 PX0248
 PX0248                         *CURRENT SURVEY CONTROL
 PX0248  ___________________________________________________________________
 PX0248* NAD 83(1986)-  44 53 16.     (N)    108 32 52.     (W)     SCALED    
 PX0248* NAVD 88     -      1231.367  (meters)    4039.91   (feet)  ADJUSTED  
 PX0248  ___________________________________________________________________
 PX0248  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 PX0248  DYNAMIC HT  -        1230.890 (meters)    4038.34  (feet)  COMP
 PX0248  MODELED GRAV-     980,188.4   (mgal)                       NAVD 88
 PX0248
 PX0248  VERT ORDER  -  FIRST     CLASS II
 PX0248
 PX0248.The horizontal coordinates were scaled from a topographic map and have
 PX0248.an estimated accuracy of +/- 6 seconds.
 PX0248
 PX0248.The orthometric height was determined by differential leveling
 PX0248.and adjusted by the National Geodetic Survey in June 1991..
 PX0248
 PX0248.The geoid height was determined by GEOID03.
 PX0248
 PX0248.The dynamic height is computed by dividing the NAVD 88
 PX0248.geopotential number by the normal gravity value computed on the
 PX0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0248.degrees latitude (g = 980.6199 gals.).
 PX0248
 PX0248.The modeled gravity was interpolated from observed gravity values.
 PX0248
 PX0248;                    North         East    Units  Estimated Accuracy
 PX0248;SPC WYEC     -   588,110.      304,060.      MT  (+/- 180 meters Scaled)
 PX0248
 PX0248                          SUPERSEDED SURVEY CONTROL
 PX0248
 PX0248  NGVD 29 (06/08/92) 1230.489  (m)         4037.03   (f) ADJUSTED    1 2
 PX0248
 PX0248.Superseded values are not recommended for survey control.
 PX0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0248.See file dsdata.txt to determine how the superseded data were derived.
 PX0248
 PX0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ936734(NAD 83)
 PX0248_MARKER: DB = BENCH MARK DISK
 PX0248_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PX0248_SP_SET: ABUTMENT
 PX0248_STAMPING: K 328 1982
 PX0248_MARK LOGO: NGS   
 PX0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0248
 PX0248  HISTORY     - Date     Condition        Report By
 PX0248  HISTORY     - 1982     MONUMENTED       NGS
 PX0248
 PX0248                          STATION DESCRIPTION
 PX0248
 PX0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0248'16.1 KM (10.0 MI) NW FROM LOVELL.
 PX0248'16.1 KM (10.0 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0248'JUNCTION WITH NEVADA STREET IN LOVELL, IN TOP OF AND 0.1 METER (0.3
 PX0248'FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 PX0248'HIGHWAY OVERPASS OF SIDON CANAL AND 5.6 METERS (18.4 FT) SOUTH OF THE
 PX0248'CENTERLINE OF THE HIGHWAY.
 PX0248'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0279 ***********************************************************************
 PX0279  DESIGNATION -  K 329
 PX0279  PID         -  PX0279
 PX0279  STATE/COUNTY-  WY/BIG HORN
 PX0279  USGS QUAD   -  SHEEP CANYON (1966)
 PX0279
 PX0279                         *CURRENT SURVEY CONTROL
 PX0279  ___________________________________________________________________
 PX0279* NAD 83(1986)-  44 35 52.     (N)    108 12 13.     (W)     SCALED    
 PX0279* NAVD 88     -      1259.721  (meters)    4132.93   (feet)  ADJUSTED  
 PX0279  ___________________________________________________________________
 PX0279  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 PX0279  DYNAMIC HT  -        1259.198 (meters)    4131.22  (feet)  COMP
 PX0279  MODELED GRAV-     980,159.6   (mgal)                       NAVD 88
 PX0279
 PX0279  VERT ORDER  -  FIRST     CLASS II
 PX0279
 PX0279.The horizontal coordinates were scaled from a topographic map and have
 PX0279.an estimated accuracy of +/- 6 seconds.
 PX0279
 PX0279.The orthometric height was determined by differential leveling
 PX0279.and adjusted by the National Geodetic Survey in June 1991..
 PX0279
 PX0279.The geoid height was determined by GEOID03.
 PX0279
 PX0279.The dynamic height is computed by dividing the NAVD 88
 PX0279.geopotential number by the normal gravity value computed on the
 PX0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0279.degrees latitude (g = 980.6199 gals.).
 PX0279
 PX0279.The modeled gravity was interpolated from observed gravity values.
 PX0279
 PX0279;                    North         East    Units  Estimated Accuracy
 PX0279;SPC WYEC     -   555,540.      330,910.      MT  (+/- 180 meters Scaled)
 PX0279
 PX0279                          SUPERSEDED SURVEY CONTROL
 PX0279
 PX0279  NGVD 29 (06/08/92) 1258.888  (m)         4130.20   (f) ADJUSTED    1 2
 PX0279
 PX0279.Superseded values are not recommended for survey control.
 PX0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0279.See file dsdata.txt to determine how the superseded data were derived.
 PX0279
 PX0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ219420(NAD 83)
 PX0279_MARKER: DB = BENCH MARK DISK
 PX0279_SETTING: 66 = SET IN ROCK OUTCROP
 PX0279_SP_SET: ROCK OUTCROP
 PX0279_STAMPING: K 329 1982
 PX0279_MARK LOGO: NGS   
 PX0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0279+STABILITY: POSITION/ELEVATION WELL
 PX0279
 PX0279  HISTORY     - Date     Condition        Report By
 PX0279  HISTORY     - 1982     MONUMENTED       NGS
 PX0279
 PX0279                          STATION DESCRIPTION
 PX0279
 PX0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0279'32.3 KM (20.05 MI) SE FROM LOVELL.
 PX0279'32.3 KM (20.05 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0279'JUNCTION WITH NEVADA STREET IN LOVELL, 0.2 KM (0.1 MI) SOUTHEAST OF
 PX0279'THE JUNCTION OF A GRAVELED ROAD, 0.1 KM (0.05 MI) NORTHWEST OF OF
 PX0279'MILEPOST 216, IN THE CENTER OF THE NORTHWESTERN 1/4 OF AN 8 BY 80 FT
 PX0279'EXPOSED AREA OF OUTCROPPING BEDROCK, 24.6 METERS (80.7 FT) NORTHEAST
 PX0279'OF A FENCE AND 20.7 METERS (67.9 FT) SOUTHWEST OF THE CENTERLINE OF
 PX0279'THE HIGHWAY.
 PX0279'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 PX0279'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0029 ***********************************************************************
 OV0029  DESIGNATION -  K 33
 OV0029  PID         -  OV0029
 OV0029  STATE/COUNTY-  WY/NATRONA
 OV0029  USGS QUAD   -  MIDWEST (1978)
 OV0029
 OV0029                         *CURRENT SURVEY CONTROL
 OV0029  ___________________________________________________________________
 OV0029* NAD 83(1986)-  43 24 55.     (N)    106 16 43.     (W)     SCALED    
 OV0029* NAVD 88     -      1480.200  (meters)    4856.29   (feet)  ADJUSTED  
 OV0029  ___________________________________________________________________
 OV0029  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 OV0029  DYNAMIC HT  -        1479.392 (meters)    4853.64  (feet)  COMP
 OV0029  MODELED GRAV-     980,021.6   (mgal)                       NAVD 88
 OV0029
 OV0029  VERT ORDER  -  FIRST     CLASS II
 OV0029
 OV0029.The horizontal coordinates were scaled from a topographic map and have
 OV0029.an estimated accuracy of +/- 6 seconds.
 OV0029
 OV0029.The orthometric height was determined by differential leveling
 OV0029.and adjusted by the National Geodetic Survey in June 1991..
 OV0029.WARNING-Repeat measurements at this control monument indicate possible
 OV0029.vertical movement.
 OV0029
 OV0029.The geoid height was determined by GEOID03.
 OV0029
 OV0029.The dynamic height is computed by dividing the NAVD 88
 OV0029.geopotential number by the normal gravity value computed on the
 OV0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0029.degrees latitude (g = 980.6199 gals.).
 OV0029
 OV0029.The modeled gravity was interpolated from observed gravity values.
 OV0029
 OV0029;                    North         East    Units  Estimated Accuracy
 OV0029;SPC WYEC     -   424,330.      485,420.      MT  (+/- 180 meters Scaled)
 OV0029
 OV0029                          SUPERSEDED SURVEY CONTROL
 OV0029
 OV0029  NGVD 29 (??/??/92) 1479.399  (m)         4853.66   (f) ADJ UNCH    1 2
 OV0029
 OV0029.Superseded values are not recommended for survey control.
 OV0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0029.See file dsdata.txt to determine how the superseded data were derived.
 OV0029
 OV0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ964077(NAD 83)
 OV0029_MARKER: DB = BENCH MARK DISK
 OV0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0029_STAMPING: K 33 1933 4853.662
 OV0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0029+STABILITY: SURFACE MOTION
 OV0029
 OV0029  HISTORY     - Date     Condition        Report By
 OV0029  HISTORY     - 1933     MONUMENTED       CGS
 OV0029  HISTORY     - 1968     GOOD             USGS
 OV0029  HISTORY     - 1977     GOOD             USGS
 OV0029  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0029
 OV0029                          STATION DESCRIPTION
 OV0029
 OV0029'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0029'IN MIDWEST.
 OV0029'AT MIDWEST 0.15 MILES NORTH ALONG FITZHUGH AVE. FROM THE CORNER OF
 OV0029'FITZHUGH AVE AND PEAKE ST. IN THE FORK OF A Y-JUNCTION.  49 FT. EAST
 OV0029'OF THE CENTER OF FITZHUGH AVE. AND 60 FT. WEST OF THE ROAD NORTHEAST.
 OV0029'A STANDARD DISK SET IN A CONCRETE POST.
 OV0029
 OV0029                          STATION RECOVERY (1977)
 OV0029
 OV0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OV0029'OLD U.S. HIGHWAY 87 IS NOW FITZHUGH STREET. MARK IS 10 FEET NE OF A
 OV0029'CONCRETE RIGHT OF WAY MARKER AND IS FLUSH WITH THE GROUND.
 OV0029
 OV0029                          STATION RECOVERY (1985)
 OV0029
 OV0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0029'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0227 ***********************************************************************
 OW0227  DESIGNATION -  K 330
 OW0227  PID         -  OW0227
 OW0227  STATE/COUNTY-  WY/FREMONT
 OW0227  USGS QUAD   -  BONNEVILLE (1980)
 OW0227
 OW0227                         *CURRENT SURVEY CONTROL
 OW0227  ___________________________________________________________________
 OW0227* NAD 83(1986)-  43 19 36.     (N)    108 07 20.     (W)     SCALED    
 OW0227* NAVD 88     -      1451.808  (meters)    4763.14   (feet)  ADJUSTED  
 OW0227  ___________________________________________________________________
 OW0227  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 OW0227  DYNAMIC HT  -        1450.911 (meters)    4760.20  (feet)  COMP
 OW0227  MODELED GRAV-     979,952.9   (mgal)                       NAVD 88
 OW0227  OBS GRAVITY -     979,953.2   (mgal)                       GRAV_OBS
 OW0227
 OW0227  VERT ORDER  -  FIRST     CLASS II
 OW0227
 OW0227.The horizontal coordinates were scaled from a topographic map and have
 OW0227.an estimated accuracy of +/- 6 seconds.
 OW0227
 OW0227.The orthometric height was determined by differential leveling
 OW0227.and adjusted by the National Geodetic Survey in June 1991..
 OW0227
 OW0227.The geoid height was determined by GEOID03.
 OW0227
 OW0227.The dynamic height is computed by dividing the NAVD 88
 OW0227.geopotential number by the normal gravity value computed on the
 OW0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0227.degrees latitude (g = 980.6199 gals.).
 OW0227
 OW0227.The modeled gravity was interpolated from observed gravity values.
 OW0227.The observed gravity was obtained from relative gravimeter ties
 OW0227.to the IGSN71 gravity network.
 OW0227
 OW0227;                    North         East    Units  Estimated Accuracy
 OW0227;SPC WYWC     -   314,130.      650,910.      MT  (+/- 180 meters Scaled)
 OW0227
 OW0227                          SUPERSEDED SURVEY CONTROL
 OW0227
 OW0227  NGVD 29 (06/08/92) 1450.849  (m)         4759.99   (f) ADJUSTED    1 2
 OW0227
 OW0227.Superseded values are not recommended for survey control.
 OW0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0227.See file dsdata.txt to determine how the superseded data were derived.
 OW0227
 OW0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP333011(NAD 83)
 OW0227_MARKER: DB = BENCH MARK DISK
 OW0227_SETTING: 66 = SET IN ROCK OUTCROP
 OW0227_SP_SET: ROCK OUTCROP
 OW0227_STAMPING: K 330 1982
 OW0227_MARK LOGO: NGS   
 OW0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0227+STABILITY: POSITION/ELEVATION WELL
 OW0227
 OW0227  HISTORY     - Date     Condition        Report By
 OW0227  HISTORY     - 1982     MONUMENTED       NGS
 OW0227
 OW0227                          STATION DESCRIPTION
 OW0227
 OW0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0227'10.5 KM (6.5 MI) NORTH FROM SHOSHONI.
 OW0227'10.5 KM (6.5 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0227'WITH U. S. HIGHWAY 26 IN SHOSHONI, IN THE CENTER OF A 9 BY 12 FT
 OW0227'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.8 KM (0.5 MI) SOUTH OF MILEPOST
 OW0227'107, 64.0 METERS (210.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 OW0227'19.7 METERS (64.6 FT) EAST OF A FENCE AND 15.4 METERS (50.5 FT) NORTH
 OW0227'OF THE CENTER OF A TRACK ROAD.
 OW0227'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 OW0227'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0236 ***********************************************************************
 OW0236  DESIGNATION -  K 331
 OW0236  PID         -  OW0236
 OW0236  STATE/COUNTY-  WY/FREMONT
 OW0236  USGS QUAD   -  SHOSHONI (1951)
 OW0236
 OW0236                         *CURRENT SURVEY CONTROL
 OW0236  ___________________________________________________________________
 OW0236* NAD 83(1986)-  43 13 28.     (N)    108 01 32.     (W)     SCALED    
 OW0236* NAVD 88     -      1523.912  (meters)    4999.70   (feet)  ADJUSTED  
 OW0236  ___________________________________________________________________
 OW0236  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 OW0236  DYNAMIC HT  -        1522.950 (meters)    4996.55  (feet)  COMP
 OW0236  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 OW0236
 OW0236  VERT ORDER  -  FIRST     CLASS II
 OW0236
 OW0236.The horizontal coordinates were scaled from a topographic map and have
 OW0236.an estimated accuracy of +/- 6 seconds.
 OW0236
 OW0236.The orthometric height was determined by differential leveling
 OW0236.and adjusted by the National Geodetic Survey in June 1991..
 OW0236
 OW0236.The geoid height was determined by GEOID03.
 OW0236
 OW0236.The dynamic height is computed by dividing the NAVD 88
 OW0236.geopotential number by the normal gravity value computed on the
 OW0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0236.degrees latitude (g = 980.6199 gals.).
 OW0236
 OW0236.The modeled gravity was interpolated from observed gravity values.
 OW0236
 OW0236;                    North         East    Units  Estimated Accuracy
 OW0236;SPC WYWC     -   302,840.      658,850.      MT  (+/- 180 meters Scaled)
 OW0236
 OW0236                          SUPERSEDED SURVEY CONTROL
 OW0236
 OW0236  NGVD 29 (06/08/92) 1522.942  (m)         4996.52   (f) ADJUSTED    1 2
 OW0236
 OW0236.Superseded values are not recommended for survey control.
 OW0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0236.See file dsdata.txt to determine how the superseded data were derived.
 OW0236
 OW0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN415900(NAD 83)
 OW0236_MARKER: DB = BENCH MARK DISK
 OW0236_SETTING: 66 = SET IN ROCK OUTCROP
 OW0236_SP_SET: ROCK OUTCROP
 OW0236_STAMPING: K 331 1982
 OW0236_MARK LOGO: NGS   
 OW0236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0236+STABILITY: POSITION/ELEVATION WELL
 OW0236
 OW0236  HISTORY     - Date     Condition        Report By
 OW0236  HISTORY     - 1982     MONUMENTED       NGS
 OW0236
 OW0236                          STATION DESCRIPTION
 OW0236
 OW0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0236'7.1 KM (4.4 MI) EAST FROM SHOSHONI.
 OW0236'7.1 KM (4.4 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OW0236'U. S. HIGHWAY 26 IN SHOSHONI, IN THE CENTER OF A 45 BY 105 FT EXPOSED
 OW0236'AREA OF OUT CROPPING BEDROCK, 89.0 METERS (292.0 FT) NORTH OF THE
 OW0236'CENTERLINE OF THE HIGHWAY AND 33.2 METERS (108.9 FT) NORTH OF A FENCE.
 OW0236'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 OW0236'THE MARK IS 11.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0251 ***********************************************************************
 OV0251  DESIGNATION -  K 332
 OV0251  PID         -  OV0251
 OV0251  STATE/COUNTY-  WY/NATRONA
 OV0251  USGS QUAD   -  WALTMAN (1952)
 OV0251
 OV0251                         *CURRENT SURVEY CONTROL
 OV0251  ___________________________________________________________________
 OV0251* NAD 83(1986)-  43 03 40.     (N)    107 08 54.     (W)     SCALED    
 OV0251* NAVD 88     -      1840.620  (meters)    6038.77   (feet)  ADJUSTED  
 OV0251  ___________________________________________________________________
 OV0251  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 OV0251  DYNAMIC HT  -        1839.336 (meters)    6034.55  (feet)  COMP
 OV0251  MODELED GRAV-     979,857.4   (mgal)                       NAVD 88
 OV0251
 OV0251  VERT ORDER  -  FIRST     CLASS II
 OV0251
 OV0251.The horizontal coordinates were scaled from a topographic map and have
 OV0251.an estimated accuracy of +/- 6 seconds.
 OV0251
 OV0251.The orthometric height was determined by differential leveling
 OV0251.and adjusted by the National Geodetic Survey in June 1991..
 OV0251
 OV0251.The geoid height was determined by GEOID03.
 OV0251
 OV0251.The dynamic height is computed by dividing the NAVD 88
 OV0251.geopotential number by the normal gravity value computed on the
 OV0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0251.degrees latitude (g = 980.6199 gals.).
 OV0251
 OV0251.The modeled gravity was interpolated from observed gravity values.
 OV0251
 OV0251;                    North         East    Units  Estimated Accuracy
 OV0251;SPC WYEC     -   384,460.      415,070.      MT  (+/- 180 meters Scaled)
 OV0251
 OV0251                          SUPERSEDED SURVEY CONTROL
 OV0251
 OV0251  NGVD 29 (06/08/92) 1839.589  (m)         6035.38   (f) ADJUSTED    1 2
 OV0251
 OV0251.Superseded values are not recommended for survey control.
 OV0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0251.See file dsdata.txt to determine how the superseded data were derived.
 OV0251
 OV0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH250698(NAD 83)
 OV0251_MARKER: I = METAL ROD
 OV0251_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0251+WITH SETTING: INFORMATION.
 OV0251_SP_SET: SHALLOW SET METAL ROD
 OV0251_STAMPING: K 332 1982
 OV0251_MARK LOGO: NGS   
 OV0251_PROJECTION: FLUSH
 OV0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0251_ROD/PIPE-DEPTH: 2.1  meters
 OV0251
 OV0251  HISTORY     - Date     Condition        Report By
 OV0251  HISTORY     - 1982     MONUMENTED       NGS
 OV0251
 OV0251                          STATION DESCRIPTION
 OV0251
 OV0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0251'4.0 KM (2.5 MI) EAST FROM WALTMAN.
 OV0251'4.0 KM (2.5 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OV0251'COUNTY ROADS 104 AND 212 IN WALTMAN, 0.8 KM (0.5 MI) EAST OF MILEPOST
 OV0251'49 AND 72.5 METERS (237.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 OV0251'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM
 OV0251'POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0251'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 OV0251'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0421 ***********************************************************************
 PW0421  DESIGNATION -  K 333
 PW0421  PID         -  PW0421
 PW0421  STATE/COUNTY-  WY/BIG HORN
 PW0421  USGS QUAD   -  MANDERSON (1978)
 PW0421
 PW0421                         *CURRENT SURVEY CONTROL
 PW0421  ___________________________________________________________________
 PW0421* NAD 83(1986)-  44 15 58.     (N)    107 58 20.     (W)     SCALED    
 PW0421* NAVD 88     -      1192.920  (meters)    3913.77   (feet)  ADJUSTED  
 PW0421  ___________________________________________________________________
 PW0421  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PW0421  DYNAMIC HT  -        1192.399 (meters)    3912.06  (feet)  COMP
 PW0421  MODELED GRAV-     980,141.0   (mgal)                       NAVD 88
 PW0421
 PW0421  VERT ORDER  -  FIRST     CLASS II
 PW0421
 PW0421.The horizontal coordinates were scaled from a topographic map and have
 PW0421.an estimated accuracy of +/- 6 seconds.
 PW0421
 PW0421.The orthometric height was determined by differential leveling
 PW0421.and adjusted by the National Geodetic Survey in June 1991..
 PW0421
 PW0421.The geoid height was determined by GEOID03.
 PW0421
 PW0421.The dynamic height is computed by dividing the NAVD 88
 PW0421.geopotential number by the normal gravity value computed on the
 PW0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0421.degrees latitude (g = 980.6199 gals.).
 PW0421
 PW0421.The modeled gravity was interpolated from observed gravity values.
 PW0421
 PW0421;                    North         East    Units  Estimated Accuracy
 PW0421;SPC WYEC     -   518,520.      348,990.      MT  (+/- 180 meters Scaled)
 PW0421
 PW0421                          SUPERSEDED SURVEY CONTROL
 PW0421
 PW0421  NGVD 29 (06/08/92) 1192.119  (m)         3911.14   (f) ADJUSTED    1 2
 PW0421
 PW0421.Superseded values are not recommended for survey control.
 PW0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0421.See file dsdata.txt to determine how the superseded data were derived.
 PW0421
 PW0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK627057(NAD 83)
 PW0421_MARKER: DB = BENCH MARK DISK
 PW0421_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PW0421_SP_SET: ABUTMENT
 PW0421_STAMPING: K 333 1982
 PW0421_MARK LOGO: NGS   
 PW0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0421
 PW0421  HISTORY     - Date     Condition        Report By
 PW0421  HISTORY     - 1982     MONUMENTED       NGS
 PW0421
 PW0421                          STATION DESCRIPTION
 PW0421
 PW0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0421'31.3 KM (19.45 MI) NORT FROM WORLAND.
 PW0421'31.3 KM (19.45 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0421'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, IN TOP OF AND
 PW0421'0.2 METER (0.7 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE
 PW0421'ABUTMENT OF THE HIGHWAY OVERPASS OF THE BIG HORN RIVER, 6.1 METERS
 PW0421'(20.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 4.9 METERS (16.1
 PW0421'FT) EAST OF THE WEST END OF THE BRIDGE.
 PW0421'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0261 ***********************************************************************
 OV0261  DESIGNATION -  K 334
 OV0261  PID         -  OV0261
 OV0261  STATE/COUNTY-  WY/NATRONA
 OV0261  USGS QUAD   -  POWDER RIVER (1968)
 OV0261
 OV0261                         *CURRENT SURVEY CONTROL
 OV0261  ___________________________________________________________________
 OV0261* NAD 83(1986)-  43 01 51.     (N)    106 54 44.     (W)     SCALED    
 OV0261* NAVD 88     -      1732.799  (meters)    5685.02   (feet)  ADJUSTED  
 OV0261  ___________________________________________________________________
 OV0261  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 OV0261  DYNAMIC HT  -        1731.681 (meters)    5681.36  (feet)  COMP
 OV0261  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 OV0261
 OV0261  VERT ORDER  -  FIRST     CLASS II
 OV0261
 OV0261.The horizontal coordinates were scaled from a topographic map and have
 OV0261.an estimated accuracy of +/- 6 seconds.
 OV0261
 OV0261.The orthometric height was determined by differential leveling
 OV0261.and adjusted by the National Geodetic Survey in June 1991..
 OV0261
 OV0261.The geoid height was determined by GEOID03.
 OV0261
 OV0261.The dynamic height is computed by dividing the NAVD 88
 OV0261.geopotential number by the normal gravity value computed on the
 OV0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0261.degrees latitude (g = 980.6199 gals.).
 OV0261
 OV0261.The modeled gravity was interpolated from observed gravity values.
 OV0261
 OV0261;                    North         East    Units  Estimated Accuracy
 OV0261;SPC WYEC     -   381,170.      434,320.      MT  (+/- 180 meters Scaled)
 OV0261
 OV0261                          SUPERSEDED SURVEY CONTROL
 OV0261
 OV0261  NGVD 29 (06/08/92) 1731.860  (m)         5681.94   (f) ADJUSTED    1 2
 OV0261
 OV0261.Superseded values are not recommended for survey control.
 OV0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0261.See file dsdata.txt to determine how the superseded data were derived.
 OV0261
 OV0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH442660(NAD 83)
 OV0261_MARKER: I = METAL ROD
 OV0261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0261_SP_SET: STAINLESS STEEL ROD
 OV0261_STAMPING: K 334 1982
 OV0261_MARK LOGO: NGS   
 OV0261_PROJECTION: FLUSH
 OV0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0261_ROD/PIPE-DEPTH: 7.0  meters
 OV0261
 OV0261  HISTORY     - Date     Condition        Report By
 OV0261  HISTORY     - 1982     MONUMENTED       NGS
 OV0261
 OV0261                          STATION DESCRIPTION
 OV0261
 OV0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0261'24.0 KM (14.9 MI) EAST FROM WALTMAN.
 OV0261'24.0 KM (14.9 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0261'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.5 KM (0.3 MI) EAST OF
 OV0261'MILEPOST 36, 41.4 METERS (135.8 FT) NORTH OF THE CENTERLINE OF THE
 OV0261'HIGHWAY AND 8.2 METERS (26.9 FT) WEST OF THE CENTER OF A PRIVATE
 OV0261'DRIVEWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OV0261'CAP.
 OV0261'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST AND FENCE
 OV0261'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0230 ***********************************************************************
 NR0230  DESIGNATION -  K 335
 NR0230  PID         -  NR0230
 NR0230  STATE/COUNTY-  WY/NATRONA
 NR0230  USGS QUAD   -  CASPER (1984)
 NR0230
 NR0230                         *CURRENT SURVEY CONTROL
 NR0230  ___________________________________________________________________
 NR0230* NAD 83(1986)-  42 51 54.     (N)    106 21 38.     (W)     SCALED    
 NR0230* NAVD 88     -      1624.699  (meters)    5330.37   (feet)  ADJUSTED  
 NR0230  ___________________________________________________________________
 NR0230  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0230  DYNAMIC HT  -        1623.684 (meters)    5327.04  (feet)  COMP
 NR0230  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 NR0230
 NR0230  VERT ORDER  -  FIRST     CLASS II
 NR0230
 NR0230.The horizontal coordinates were scaled from a topographic map and have
 NR0230.an estimated accuracy of +/- 6 seconds.
 NR0230
 NR0230.The orthometric height was determined by differential leveling
 NR0230.and adjusted by the National Geodetic Survey in June 1991..
 NR0230
 NR0230.The geoid height was determined by GEOID03.
 NR0230
 NR0230.The dynamic height is computed by dividing the NAVD 88
 NR0230.geopotential number by the normal gravity value computed on the
 NR0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0230.degrees latitude (g = 980.6199 gals.).
 NR0230
 NR0230.The modeled gravity was interpolated from observed gravity values.
 NR0230
 NR0230;                    North         East    Units  Estimated Accuracy
 NR0230;SPC WYEC     -   363,120.      479,490.      MT  (+/- 180 meters Scaled)
 NR0230
 NR0230                          SUPERSEDED SURVEY CONTROL
 NR0230
 NR0230  NGVD 29 (06/08/92) 1623.823  (m)         5327.49   (f) ADJUSTED    1 2
 NR0230
 NR0230.Superseded values are not recommended for survey control.
 NR0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0230.See file dsdata.txt to determine how the superseded data were derived.
 NR0230
 NR0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH888467(NAD 83)
 NR0230_MARKER: DB = BENCH MARK DISK
 NR0230_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0230_SP_SET: ABUTMENT
 NR0230_STAMPING: K 335 1982
 NR0230_MARK LOGO: NGS   
 NR0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0230
 NR0230  HISTORY     - Date     Condition        Report By
 NR0230  HISTORY     - 1982     MONUMENTED       NGS
 NR0230
 NR0230                          STATION DESCRIPTION
 NR0230
 NR0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0230'1.3 KM (0.8 MI) NW FROM CASPER.
 NR0230'1.3 KM (0.8 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 NR0230'WITH INTERSTATE HIGHWAY 25 IN CASPER, IN TOP OF AND 3.0 METERS (9.8
 NR0230'FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF STATE
 NR0230'HIGHWAY 254 OVERPASS OF THE HIGHWAY AND 5.8 METERS (19.0 FT) EAST OF
 NR0230'THE CENTERLINE OF THE HIGHWAY.
 NR0230'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0300 ***********************************************************************
 NR0300  DESIGNATION -  K 336
 NR0300  PID         -  NR0300
 NR0300  STATE/COUNTY-  WY/CARBON
 NR0300  USGS QUAD   -  MUDDY GAP (1981)
 NR0300
 NR0300                         *CURRENT SURVEY CONTROL
 NR0300  ___________________________________________________________________
 NR0300* NAD 83(1986)-  42 18 44.     (N)    107 27 46.     (W)     SCALED    
 NR0300* NAVD 88     -      1954.070  (meters)    6410.98   (feet)  ADJUSTED  
 NR0300  ___________________________________________________________________
 NR0300  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 NR0300  DYNAMIC HT  -        1952.560 (meters)    6406.02  (feet)  COMP
 NR0300  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 NR0300
 NR0300  VERT ORDER  -  FIRST     CLASS II
 NR0300
 NR0300.The horizontal coordinates were scaled from a topographic map and have
 NR0300.an estimated accuracy of +/- 6 seconds.
 NR0300
 NR0300.The orthometric height was determined by differential leveling
 NR0300.and adjusted by the National Geodetic Survey in June 1991..
 NR0300
 NR0300.The geoid height was determined by GEOID03.
 NR0300
 NR0300.The dynamic height is computed by dividing the NAVD 88
 NR0300.geopotential number by the normal gravity value computed on the
 NR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0300.degrees latitude (g = 980.6199 gals.).
 NR0300
 NR0300.The modeled gravity was interpolated from observed gravity values.
 NR0300
 NR0300;                    North         East    Units  Estimated Accuracy
 NR0300;SPC WYEC     -   301,260.      389,330.      MT  (+/- 180 meters Scaled)
 NR0300
 NR0300                          SUPERSEDED SURVEY CONTROL
 NR0300
 NR0300  NGVD 29 (06/08/92) 1952.990  (m)         6407.43   (f) ADJUSTED    1 2
 NR0300
 NR0300.Superseded values are not recommended for survey control.
 NR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0300.See file dsdata.txt to determine how the superseded data were derived.
 NR0300
 NR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG970873(NAD 83)
 NR0300_MARKER: I = METAL ROD
 NR0300_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0300+WITH SETTING: INFORMATION.
 NR0300_SP_SET: SHALLOW SET METAL ROD
 NR0300_STAMPING: K 336 1982
 NR0300_MARK LOGO: NGS   
 NR0300_PROJECTION: FLUSH
 NR0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0300_ROD/PIPE-DEPTH: 2.7  meters
 NR0300
 NR0300  HISTORY     - Date     Condition        Report By
 NR0300  HISTORY     - 1982     MONUMENTED       NGS
 NR0300
 NR0300                          STATION DESCRIPTION
 NR0300
 NR0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0300'6.2 KM (3.85 MI) SOUTH FROM MUDDY GAP.
 NR0300'6.2 KM (3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0300'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.7 KM (0.45 MI) NORTH OF
 NR0300'MILEPOST 40, 37.5 METERS (123.0 FT) EAST OF THE CENTERLINE OF THE
 NR0300'HIGHWAY AND 6.1 METERS (20.0 FT) NORTH OF THE CENTER OF A FIELD
 NR0300'ENTRANCE.  NOTE, REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO THE DATUM
 NR0300'POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0300'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 NR0300'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0459 ***********************************************************************
 MP0459  DESIGNATION -  K 337
 MP0459  PID         -  MP0459
 MP0459  STATE/COUNTY-  WY/CARBON
 MP0459  USGS QUAD   -  RENDLE HILL (1983)
 MP0459
 MP0459                         *CURRENT SURVEY CONTROL
 MP0459  ___________________________________________________________________
 MP0459* NAD 83(1986)-  41 56 02.     (N)    107 19 25.     (W)     SCALED    
 MP0459* NAVD 88     -      2172.666  (meters)    7128.15   (feet)  ADJUSTED  
 MP0459  ___________________________________________________________________
 MP0459  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 MP0459  DYNAMIC HT  -        2170.833 (meters)    7122.14  (feet)  COMP
 MP0459  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 MP0459
 MP0459  VERT ORDER  -  FIRST     CLASS II
 MP0459
 MP0459.The horizontal coordinates were scaled from a topographic map and have
 MP0459.an estimated accuracy of +/- 6 seconds.
 MP0459
 MP0459.The orthometric height was determined by differential leveling
 MP0459.and adjusted by the National Geodetic Survey in June 1991..
 MP0459
 MP0459.The geoid height was determined by GEOID03.
 MP0459
 MP0459.The dynamic height is computed by dividing the NAVD 88
 MP0459.geopotential number by the normal gravity value computed on the
 MP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0459.degrees latitude (g = 980.6199 gals.).
 MP0459
 MP0459.The modeled gravity was interpolated from observed gravity values.
 MP0459
 MP0459;                    North         East    Units  Estimated Accuracy
 MP0459;SPC WYEC     -   259,240.      400,810.      MT  (+/- 180 meters Scaled)
 MP0459
 MP0459                          SUPERSEDED SURVEY CONTROL
 MP0459
 MP0459  NGVD 29 (06/08/92) 2171.512  (m)         7124.37   (f) ADJUSTED    1 2
 MP0459
 MP0459.Superseded values are not recommended for survey control.
 MP0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0459.See file dsdata.txt to determine how the superseded data were derived.
 MP0459
 MP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG073450(NAD 83)
 MP0459_MARKER: I = METAL ROD
 MP0459_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MP0459+WITH SETTING: INFORMATION.
 MP0459_SP_SET: SHALLOW SET METAL ROD
 MP0459_STAMPING: K 337 1982
 MP0459_MARK LOGO: NGS   
 MP0459_PROJECTION: FLUSH
 MP0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0459_ROD/PIPE-DEPTH: 2.4  meters
 MP0459
 MP0459  HISTORY     - Date     Condition        Report By
 MP0459  HISTORY     - 1982     MONUMENTED       NGS
 MP0459
 MP0459                          STATION DESCRIPTION
 MP0459
 MP0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0459'19.1 KM (11.85 MI) NORT FROM RAWLINS.
 MP0459'19.1 KM (11.85 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0459'WITH U.S. HIGHWAY 30 IN RAWLINS, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 12
 MP0459'AND 46.9 METERS (153.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 MP0459'NOTE, REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS
 MP0459'THROUGH A 5-INCH LOGO CAP.
 MP0459'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 MP0459'THE MARK IS 3.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0261 ***********************************************************************
 NR0261  DESIGNATION -  K 338
 NR0261  PID         -  NR0261
 NR0261  STATE/COUNTY-  WY/NATRONA
 NR0261  USGS QUAD   -  ALCOVA (1984)
 NR0261
 NR0261                         *CURRENT SURVEY CONTROL
 NR0261  ___________________________________________________________________
 NR0261* NAD 83(1986)-  42 34 46.     (N)    106 41 56.     (W)     SCALED    
 NR0261* NAVD 88     -      1661.495  (meters)    5451.09   (feet)  ADJUSTED  
 NR0261  ___________________________________________________________________
 NR0261  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 NR0261  DYNAMIC HT  -        1660.397 (meters)    5447.49  (feet)  COMP
 NR0261  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 NR0261
 NR0261  VERT ORDER  -  FIRST     CLASS II
 NR0261
 NR0261.The horizontal coordinates were scaled from a topographic map and have
 NR0261.an estimated accuracy of +/- 6 seconds.
 NR0261
 NR0261.The orthometric height was determined by differential leveling
 NR0261.and adjusted by the National Geodetic Survey in June 1991..
 NR0261
 NR0261.The geoid height was determined by GEOID03.
 NR0261
 NR0261.The dynamic height is computed by dividing the NAVD 88
 NR0261.geopotential number by the normal gravity value computed on the
 NR0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0261.degrees latitude (g = 980.6199 gals.).
 NR0261
 NR0261.The modeled gravity was interpolated from observed gravity values.
 NR0261
 NR0261;                    North         East    Units  Estimated Accuracy
 NR0261;SPC WYEC     -   331,130.      452,080.      MT  (+/- 180 meters Scaled)
 NR0261
 NR0261                          SUPERSEDED SURVEY CONTROL
 NR0261
 NR0261  NGVD 29 (06/08/92) 1660.589  (m)         5448.12   (f) ADJUSTED    1 2
 NR0261
 NR0261.Superseded values are not recommended for survey control.
 NR0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0261.See file dsdata.txt to determine how the superseded data were derived.
 NR0261
 NR0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH605155(NAD 83)
 NR0261_MARKER: I = METAL ROD
 NR0261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0261_SP_SET: STAINLESS STEEL ROD
 NR0261_STAMPING: K 338 1982
 NR0261_MARK LOGO: NGS   
 NR0261_PROJECTION: FLUSH
 NR0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0261_ROD/PIPE-DEPTH: 9.8  meters
 NR0261
 NR0261  HISTORY     - Date     Condition        Report By
 NR0261  HISTORY     - 1982     MONUMENTED       NGS
 NR0261
 NR0261                          STATION DESCRIPTION
 NR0261
 NR0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0261'40.1 KM (24.9 MI) SW FROM CASPER.
 NR0261'40.1 KM (24.9 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0261'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.9 KM (0.55 MI) SOUTHWEST
 NR0261'OF MILEPOST 89, 42.5 METERS (139.4 FT) SOUTHWEST OF THE SOUTHEAST LEG
 NR0261'OF A DOUBLE UTILITY POLE, 43.9 METERS (144.0 FT) NORTHWEST OF THE
 NR0261'CENTERLINE OF THE HIGHWAY AND 10.0 METERS (32.8 FT) NORTHEAST OF THE
 NR0261'CENTER OF A TRACK ROAD LEADING NORTH.  NOTE, ACCESS TO THE DATUM POINT
 NR0261'IS THROUGH A 5-INCH LOGO CAP.
 NR0261'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0261'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0703 ***********************************************************************
 PY0703  DESIGNATION -  K 339
 PY0703  PID         -  PY0703
 PY0703  STATE/COUNTY-  WY/PARK
 PY0703  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0703
 PY0703                         *CURRENT SURVEY CONTROL
 PY0703  ___________________________________________________________________
 PY0703* NAD 83(1986)-  44 42 59.     (N)    110 42 33.     (W)     SCALED    
 PY0703* NAVD 88     -      2301.666  (meters)    7551.38   (feet)  ADJUSTED  
 PY0703  ___________________________________________________________________
 PY0703  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 PY0703  DYNAMIC HT  -        2300.210 (meters)    7546.61  (feet)  COMP
 PY0703  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 PY0703
 PY0703  VERT ORDER  -  FIRST     CLASS II
 PY0703
 PY0703.The horizontal coordinates were scaled from a topographic map and have
 PY0703.an estimated accuracy of +/- 6 seconds.
 PY0703
 PY0703.The orthometric height was determined by differential leveling
 PY0703.and adjusted by the National Geodetic Survey in June 1991..
 PY0703
 PY0703.The geoid height was determined by GEOID03.
 PY0703
 PY0703.The dynamic height is computed by dividing the NAVD 88
 PY0703.geopotential number by the normal gravity value computed on the
 PY0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0703.degrees latitude (g = 980.6199 gals.).
 PY0703
 PY0703.The modeled gravity was interpolated from observed gravity values.
 PY0703
 PY0703;                    North         East    Units  Estimated Accuracy
 PY0703;SPC WYWC     -   470,220.      444,780.      MT  (+/- 180 meters Scaled)
 PY0703
 PY0703                          SUPERSEDED SURVEY CONTROL
 PY0703
 PY0703  NGVD 29 (08/20/92) 2300.298  (m)         7546.89   (f) ADJUSTED    1 2
 PY0703
 PY0703.Superseded values are not recommended for survey control.
 PY0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0703.See file dsdata.txt to determine how the superseded data were derived.
 PY0703
 PY0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ230514(NAD 83)
 PY0703_MARKER: DB = BENCH MARK DISK
 PY0703_SETTING: 66 = SET IN ROCK OUTCROP
 PY0703_SP_SET: BEDROCK
 PY0703_STAMPING: K 339 1983
 PY0703_MARK LOGO: NGS   
 PY0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0703+STABILITY: POSITION/ELEVATION WELL
 PY0703
 PY0703  HISTORY     - Date     Condition        Report By
 PY0703  HISTORY     - 1983     MONUMENTED       NGS
 PY0703  HISTORY     - 1987     GOOD             NGS
 PY0703
 PY0703                          STATION DESCRIPTION
 PY0703
 PY0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PY0703'2.7 KM (1.7 MI) SOUTH FROM NORRIS JUNCTION.
 PY0703'2.7 KM (1.7 MI) SOUTHERLY ALONG THE MADISON-NORRIS JUNCTION HIGHWAY
 PY0703'FROM THE MUSEUM BUILDING IN NORRIS JUNCTION, A 4 BY 10 FT EXPOSED AREA
 PY0703'OF A ROCK OUTCROP IN A HIGHWAY CUT, AND 6.9 METERS (22.6 FT) SOUTHEAST
 PY0703'OF THE CENTERLINE OF THE HIGHWAY.
 PY0703'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 PY0703
 PY0703                          STATION RECOVERY (1987)
 PY0703
 PY0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0493 ***********************************************************************
 MP0493  DESIGNATION -  K 339 X
 MP0493  PID         -  MP0493
 MP0493  STATE/COUNTY-  WY/CARBON
 MP0493  USGS QUAD   -  COMO EAST (1971)
 MP0493
 MP0493                         *CURRENT SURVEY CONTROL
 MP0493  ___________________________________________________________________
 MP0493* NAD 83(1986)-  41 54 17.     (N)    106 19 38.     (W)     SCALED    
 MP0493* NAVD 88     -      2045.540  (meters)    6711.08   (feet)  ADJUSTED  
 MP0493  ___________________________________________________________________
 MP0493  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 MP0493  DYNAMIC HT  -        2043.762 (meters)    6705.24  (feet)  COMP
 MP0493  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 MP0493
 MP0493  VERT ORDER  -  FIRST     CLASS II
 MP0493
 MP0493.The horizontal coordinates were scaled from a topographic map and have
 MP0493.an estimated accuracy of +/- 6 seconds.
 MP0493
 MP0493.The orthometric height was determined by differential leveling
 MP0493.and adjusted by the National Geodetic Survey in June 1991..
 MP0493
 MP0493.The geoid height was determined by GEOID03.
 MP0493
 MP0493.The dynamic height is computed by dividing the NAVD 88
 MP0493.geopotential number by the normal gravity value computed on the
 MP0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0493.degrees latitude (g = 980.6199 gals.).
 MP0493
 MP0493.The modeled gravity was interpolated from observed gravity values.
 MP0493
 MP0493;                    North         East    Units  Estimated Accuracy
 MP0493;SPC WYEC     -   256,490.      483,480.      MT  (+/- 180 meters Scaled)
 MP0493
 MP0493                          SUPERSEDED SURVEY CONTROL
 MP0493
 MP0493  NGVD 29 (06/08/92) 2044.344  (m)         6707.15   (f) ADJUSTED    1 2
 MP0493
 MP0493.Superseded values are not recommended for survey control.
 MP0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0493.See file dsdata.txt to determine how the superseded data were derived.
 MP0493
 MP0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG899400(NAD 83)
 MP0493_MARKER: DB = BENCH MARK DISK
 MP0493_SETTING: 66 = SET IN ROCK OUTCROP
 MP0493_SP_SET: ROCK OUTCROP
 MP0493_STAMPING: K 339 X 1983
 MP0493_MARK LOGO: NGS   
 MP0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0493+STABILITY: POSITION/ELEVATION WELL
 MP0493
 MP0493  HISTORY     - Date     Condition        Report By
 MP0493  HISTORY     - 1983     MONUMENTED       NGS
 MP0493
 MP0493                          STATION DESCRIPTION
 MP0493
 MP0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0493'10.8 KM (6.7 MI) WEST FROM MEDICINE BOW.
 MP0493'10.8 KM (6.7 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0493'STATION IN MEDICINE BOW, 0.8 KM (0.5 MI) EAST OF MILEPOST 630, NEAR
 MP0493'THE CENTER OF A 3 BY 10 FT EXPOSED AREA OF SANDSTONE IN A RAILROAD
 MP0493'CUT, AND 9.9 METERS (32.5 FT) SOUTH OF THE NEAR RAIL.  NOTE=THE DATUM
 MP0493'POINT IS STAMPED K 339 1983.
 MP0493'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MP0493'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0600 ***********************************************************************
 MR0600  DESIGNATION -  K 340
 MR0600  PID         -  MR0600
 MR0600  STATE/COUNTY-  WY/UINTA
 MR0600  USGS QUAD   -  AUSTIN RESERVOIR (1964)
 MR0600
 MR0600                         *CURRENT SURVEY CONTROL
 MR0600  ___________________________________________________________________
 MR0600* NAD 83(1986)-  41 29 28.     (N)    110 21 02.     (W)     SCALED    
 MR0600* NAVD 88     -      1961.591  (meters)    6435.65   (feet)  ADJUSTED  
 MR0600  ___________________________________________________________________
 MR0600  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 MR0600  DYNAMIC HT  -        1959.903 (meters)    6430.12  (feet)  COMP
 MR0600  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 MR0600
 MR0600  VERT ORDER  -  FIRST     CLASS II
 MR0600
 MR0600.The horizontal coordinates were scaled from a topographic map and have
 MR0600.an estimated accuracy of +/- 6 seconds.
 MR0600
 MR0600.The orthometric height was determined by differential leveling
 MR0600.and adjusted by the National Geodetic Survey in June 1991..
 MR0600
 MR0600.The geoid height was determined by GEOID03.
 MR0600
 MR0600.The dynamic height is computed by dividing the NAVD 88
 MR0600.geopotential number by the normal gravity value computed on the
 MR0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0600.degrees latitude (g = 980.6199 gals.).
 MR0600
 MR0600.The modeled gravity was interpolated from observed gravity values.
 MR0600
 MR0600;                    North         East    Units  Estimated Accuracy
 MR0600;SPC WY W     -   210,090.      777,690.      MT  (+/- 180 meters Scaled)
 MR0600
 MR0600                          SUPERSEDED SURVEY CONTROL
 MR0600
 MR0600  NGVD 29 (06/08/92) 1960.320  (m)         6431.48   (f) ADJUSTED    1 2
 MR0600
 MR0600.Superseded values are not recommended for survey control.
 MR0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0600.See file dsdata.txt to determine how the superseded data were derived.
 MR0600
 MR0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL542934(NAD 83)
 MR0600_MARKER: I = METAL ROD
 MR0600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0600_SP_SET: STAINLESS STEEL ROD
 MR0600_STAMPING: K 340 1983
 MR0600_MARK LOGO: NGS   
 MR0600_PROJECTION: FLUSH
 MR0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0600_ROD/PIPE-DEPTH: 12.2 meters
 MR0600
 MR0600  HISTORY     - Date     Condition        Report By
 MR0600  HISTORY     - 1983     MONUMENTED       NGS
 MR0600
 MR0600                          STATION DESCRIPTION
 MR0600
 MR0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0600'9.2 KM (5.7 MI) NE FROM CARTER.
 MR0600'9.2 KM (5.7 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0600'THE STATION IN CARTER, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 870, 98.1
 MR0600'METERS (321.8 FT) SOUTHWEST OF RAILROAD SIGNAL NUMBER 8698, 43.6
 MR0600'METERS (143.0 FT) SOUTHEAST OF THE NEAR RAIL, AND 19.1 METERS (62.7
 MR0600'FT) SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 MR0600'THROUGH A 5-INCH LOGO CAP.
 MR0600'THE MARK IS 0.3 METERS  NW FROM  WITNESS POST AND FENCE
 MR0600'THE MARK IS 2.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0374 ***********************************************************************
 MQ0374  DESIGNATION -  K 341
 MQ0374  PID         -  MQ0374
 MQ0374  STATE/COUNTY-  WY/SWEETWATER
 MQ0374  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0374
 MQ0374                         *CURRENT SURVEY CONTROL
 MQ0374  ___________________________________________________________________
 MQ0374* NAD 83(1986)-  41 40 55.     (N)    108 48 07.     (W)     SCALED    
 MQ0374* NAVD 88     -      1985.200  (meters)    6513.11   (feet)  ADJUSTED  
 MQ0374  ___________________________________________________________________
 MQ0374  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MQ0374  DYNAMIC HT  -        1983.519 (meters)    6507.60  (feet)  COMP
 MQ0374  MODELED GRAV-     979,705.5   (mgal)                       NAVD 88
 MQ0374
 MQ0374  VERT ORDER  -  FIRST     CLASS II
 MQ0374
 MQ0374.The horizontal coordinates were scaled from a topographic map and have
 MQ0374.an estimated accuracy of +/- 6 seconds.
 MQ0374
 MQ0374.The orthometric height was determined by differential leveling
 MQ0374.and adjusted by the National Geodetic Survey in June 1991..
 MQ0374
 MQ0374.The geoid height was determined by GEOID03.
 MQ0374
 MQ0374.The dynamic height is computed by dividing the NAVD 88
 MQ0374.geopotential number by the normal gravity value computed on the
 MQ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0374.degrees latitude (g = 980.6199 gals.).
 MQ0374
 MQ0374.The modeled gravity was interpolated from observed gravity values.
 MQ0374
 MQ0374;                    North         East    Units  Estimated Accuracy
 MQ0374;SPC WYWC     -   131,260.      595,680.      MT  (+/- 180 meters Scaled)
 MQ0374
 MQ0374                          SUPERSEDED SURVEY CONTROL
 MQ0374
 MQ0374  NGVD 29 (06/08/92) 1983.903  (m)         6508.86   (f) ADJUSTED    1 2
 MQ0374
 MQ0374.Superseded values are not recommended for survey control.
 MQ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0374.See file dsdata.txt to determine how the superseded data were derived.
 MQ0374
 MQ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM829167(NAD 83)
 MQ0374_MARKER: I = METAL ROD
 MQ0374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0374_SP_SET: STAINLESS STEEL ROD
 MQ0374_STAMPING: K 341 1983
 MQ0374_MARK LOGO: NGS   
 MQ0374_PROJECTION: FLUSH
 MQ0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0374_ROD/PIPE-DEPTH: 8.0  meters
 MQ0374
 MQ0374  HISTORY     - Date     Condition        Report By
 MQ0374  HISTORY     - 1983     MONUMENTED       NGS
 MQ0374
 MQ0374                          STATION DESCRIPTION
 MQ0374
 MQ0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0374'1.2 KM (0.75 MI) WEST FROM POINT OF ROCKS.
 MQ0374'1.2 KM (0.75 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0374'STATION IN POINT OF ROCKS, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 778,
 MQ0374'28.9 METERS (94.8 FT) SOUTHWEST OF THE CENTERLINE OF A PAVED FRONTAGE
 MQ0374'ROAD, 20.3 METERS (66.6 FT) NORTHEAST OF THE NEAR RAIL, AND 1.9 METERS
 MQ0374'(6.2 FT) NORTHWEST OF A UTILITY POLE AND UTILITY LINE CROSSING.  NOTE,
 MQ0374'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0374'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MQ0374'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0440 ***********************************************************************
 MP0440  DESIGNATION -  K 342
 MP0440  PID         -  MP0440
 MP0440  STATE/COUNTY-  WY/SWEETWATER
 MP0440  USGS QUAD   -  CRESTON (1981)
 MP0440
 MP0440                         *CURRENT SURVEY CONTROL
 MP0440  ___________________________________________________________________
 MP0440* NAD 83(1986)-  41 42 14.     (N)    107 51 31.     (W)     SCALED    
 MP0440* NAVD 88     -      2100.053  (meters)    6889.92   (feet)  ADJUSTED  
 MP0440  ___________________________________________________________________
 MP0440  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 MP0440  DYNAMIC HT  -        2098.179 (meters)    6883.78  (feet)  COMP
 MP0440  MODELED GRAV-     979,655.9   (mgal)                       NAVD 88
 MP0440
 MP0440  VERT ORDER  -  FIRST     CLASS II
 MP0440
 MP0440.The horizontal coordinates were scaled from a topographic map and have
 MP0440.an estimated accuracy of +/- 6 seconds.
 MP0440
 MP0440.The orthometric height was determined by differential leveling
 MP0440.and adjusted by the National Geodetic Survey in June 1991..
 MP0440
 MP0440.The geoid height was determined by GEOID03.
 MP0440
 MP0440.The dynamic height is computed by dividing the NAVD 88
 MP0440.geopotential number by the normal gravity value computed on the
 MP0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0440.degrees latitude (g = 980.6199 gals.).
 MP0440
 MP0440.The modeled gravity was interpolated from observed gravity values.
 MP0440
 MP0440;                    North         East    Units  Estimated Accuracy
 MP0440;SPC WYWC     -   134,080.      674,190.      MT  (+/- 180 meters Scaled)
 MP0440
 MP0440                          SUPERSEDED SURVEY CONTROL
 MP0440
 MP0440  NGVD 29 (06/08/92) 2098.796  (m)         6885.80   (f) ADJUSTED    1 2
 MP0440
 MP0440.Superseded values are not recommended for survey control.
 MP0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0440.See file dsdata.txt to determine how the superseded data were derived.
 MP0440
 MP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG621208(NAD 83)
 MP0440_MARKER: DB = BENCH MARK DISK
 MP0440_SETTING: 66 = SET IN ROCK OUTCROP
 MP0440_SP_SET: ROCK OUTCROP
 MP0440_STAMPING: K 342 1983
 MP0440_MARK LOGO: NGS   
 MP0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0440+STABILITY: POSITION/ELEVATION WELL
 MP0440
 MP0440  HISTORY     - Date     Condition        Report By
 MP0440  HISTORY     - 1983     MONUMENTED       NGS
 MP0440
 MP0440                          STATION DESCRIPTION
 MP0440
 MP0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0440'9.3 KM (5.8 MI) WEST FROM CRESTON.
 MP0440'9.3 KM (5.8 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0440'RAILROAD STATION SIGN AT CRESTON, 0.5 KM (0.3 MI) EAST OF MILEPOST
 MP0440'718, IN TOP OF THE CENTER OF THE EASTERN THIRD OF A 3 BY 50 FT EXPOSED
 MP0440'AREA OF OUTCROPPING BEDROCK, 49.3 METERS (161.7 FT) EAST-NORTHEAST OF
 MP0440'SIGNAL NUMBER 7177, 23.6 METERS (77.4 FT) NORTH OF THE NEAR RAIL, 11.7
 MP0440'METERS (38.4 FT) NORTH-NORTHEAST OF BENCH MARK H 117, AND 4.7 METERS
 MP0440'(15.4 FT) SOUTHEAST OF A UTILITY POLE.
 MP0440'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MP0440'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0974 ***********************************************************************
 MO0974  DESIGNATION -  K 343
 MO0974  PID         -  MO0974
 MO0974  STATE/COUNTY-  WY/ALBANY
 MO0974  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO0974
 MO0974                         *CURRENT SURVEY CONTROL
 MO0974  ___________________________________________________________________
 MO0974* NAD 83(1986)-  41 41 26.     (N)    105 51 42.     (W)     SCALED    
 MO0974* NAVD 88     -      2171.327  (meters)    7123.76   (feet)  ADJUSTED  
 MO0974  ___________________________________________________________________
 MO0974  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 MO0974  DYNAMIC HT  -        2169.489 (meters)    7117.73  (feet)  COMP
 MO0974  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 MO0974
 MO0974  VERT ORDER  -  FIRST     CLASS II
 MO0974
 MO0974.The horizontal coordinates were scaled from a topographic map and have
 MO0974.an estimated accuracy of +/- 6 seconds.
 MO0974
 MO0974.The orthometric height was determined by differential leveling
 MO0974.and adjusted by the National Geodetic Survey in June 1991..
 MO0974
 MO0974.The geoid height was determined by GEOID03.
 MO0974
 MO0974.The dynamic height is computed by dividing the NAVD 88
 MO0974.geopotential number by the normal gravity value computed on the
 MO0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0974.degrees latitude (g = 980.6199 gals.).
 MO0974
 MO0974.The modeled gravity was interpolated from observed gravity values.
 MO0974
 MO0974;                    North         East    Units  Estimated Accuracy
 MO0974;SPC WY E     -   132,440.      142,140.      MT  (+/- 180 meters Scaled)
 MO0974
 MO0974                          SUPERSEDED SURVEY CONTROL
 MO0974
 MO0974  NGVD 29 (06/08/92) 2170.238  (m)         7120.19   (f) ADJUSTED    1 2
 MO0974
 MO0974.Superseded values are not recommended for survey control.
 MO0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0974.See file dsdata.txt to determine how the superseded data were derived.
 MO0974
 MO0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG282157(NAD 83)
 MO0974_MARKER: I = METAL ROD
 MO0974_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0974_SP_SET: STAINLESS STEEL ROD
 MO0974_STAMPING: K 343 1983
 MO0974_MARK LOGO: NGS   
 MO0974_PROJECTION: FLUSH
 MO0974_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0974_ROD/PIPE-DEPTH: 4.0  meters
 MO0974
 MO0974  HISTORY     - Date     Condition        Report By
 MO0974  HISTORY     - 1983     MONUMENTED       NGS
 MO0974  HISTORY     - 19990823 GOOD             WYDT
 MO0974
 MO0974                          STATION DESCRIPTION
 MO0974
 MO0974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0974'12.9 KM (8.0 MI) SE FROM ROCK RIVER.
 MO0974'12.9 KM (8.0 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0974'THE STATION IN ROCK RIVER, 1.1 KM (0.7 MI) SOUTHEAST OF MILEPOST 598,
 MO0974'32.0 METERS (105.0 FT) SOUTHWEST OF A FENCE, 24.1 METERS (79.1 FT)
 MO0974'NORTHEAST OF THE NEAR RAIL, AND 1.3 METERS (4.3 FT) NORTHWEST OF A
 MO0974'UTILITY POLE WITH ONE STRIPE.  NOTE=ACCESS TO THE DATUM POINT IS
 MO0974'THROUGH A 5-INCH LOGO CAP.
 MO0974'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MO0974'THE MARK IS 3.7 M BELOW THE TRACKS.
 MO0974
 MO0974                          STATION RECOVERY (1999)
 MO0974
 MO0974'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0974'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0974'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0953 ***********************************************************************
 MO0953  DESIGNATION -  K 344
 MO0953  PID         -  MO0953
 MO0953  STATE/COUNTY-  WY/ALBANY
 MO0953  USGS QUAD   -  BUFORD (1987)
 MO0953
 MO0953                         *CURRENT SURVEY CONTROL
 MO0953  ___________________________________________________________________
 MO0953* NAD 83(1986)-  41 05 46.     (N)    105 22 24.     (W)     SCALED    
 MO0953* NAVD 88     -      2432.946  (meters)    7982.09   (feet)  ADJUSTED  
 MO0953  ___________________________________________________________________
 MO0953  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 MO0953  DYNAMIC HT  -        2430.699 (meters)    7974.72  (feet)  COMP
 MO0953  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 MO0953
 MO0953  VERT ORDER  -  FIRST     CLASS II
 MO0953
 MO0953.The horizontal coordinates were scaled from a topographic map and have
 MO0953.an estimated accuracy of +/- 6 seconds.
 MO0953
 MO0953.The orthometric height was determined by differential leveling
 MO0953.and adjusted by the National Geodetic Survey in June 1991..
 MO0953
 MO0953.The geoid height was determined by GEOID03.
 MO0953
 MO0953.The dynamic height is computed by dividing the NAVD 88
 MO0953.geopotential number by the normal gravity value computed on the
 MO0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0953.degrees latitude (g = 980.6199 gals.).
 MO0953
 MO0953.The modeled gravity was interpolated from observed gravity values.
 MO0953
 MO0953;                    North         East    Units  Estimated Accuracy
 MO0953;SPC WY E     -    66,220.      182,640.      MT  (+/- 180 meters Scaled)
 MO0953
 MO0953                          SUPERSEDED SURVEY CONTROL
 MO0953
 MO0953  NGVD 29 (06/08/92) 2431.825  (m)         7978.41   (f) ADJUSTED    1 2
 MO0953
 MO0953.Superseded values are not recommended for survey control.
 MO0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0953.See file dsdata.txt to determine how the superseded data were derived.
 MO0953
 MO0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF686494(NAD 83)
 MO0953_MARKER: DB = BENCH MARK DISK
 MO0953_SETTING: 66 = SET IN ROCK OUTCROP
 MO0953_SP_SET: ROCK OUTCROP
 MO0953_STAMPING: K 344 1983
 MO0953_MARK LOGO: NGS   
 MO0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0953
 MO0953  HISTORY     - Date     Condition        Report By
 MO0953  HISTORY     - 1983     MONUMENTED       NGS
 MO0953  HISTORY     - 1985     GOOD             DMA
 MO0953  HISTORY     - 1985     GOOD             DMA
 MO0953
 MO0953                          STATION DESCRIPTION
 MO0953
 MO0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0953'39.8 KM (24.7 MI) SE FROM LARAMIE.
 MO0953'39.8 KM (24.7 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0953'THE STATION IN LARAMIE, NEAR THE CENTER OF THE SOUTHEAST EDGE OF A 10-
 MO0953'BY 26-FT EXPOSED AREA OF BEDROCK IN A RAILROAD CUT, 0.6 KM (0.35 MI)
 MO0953'NORTHEAST OF MILEPOST 542, AND 11.4 METERS (37.4 FT) NORTHWEST OF THE
 MO0953'NEAR RAIL.
 MO0953'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MO0953'THE MARK IS 1.6 M ABOVE THE TRACKS.
 MO0953
 MO0953                          STATION RECOVERY (1985)
 MO0953
 MO0953'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0953'RECOVERED IN GOOD CONDITION.
 MO0953
 MO0953                          STATION RECOVERY (1985)
 MO0953
 MO0953'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0427 ***********************************************************************
 MQ0427  DESIGNATION -  K 345
 MQ0427  PID         -  MQ0427
 MQ0427  STATE/COUNTY-  WY/SWEETWATER
 MQ0427  USGS QUAD   -  HAYSTACK BUTTES SOUTH (1987)
 MQ0427
 MQ0427                         *CURRENT SURVEY CONTROL
 MQ0427  ___________________________________________________________________
 MQ0427* NAD 83(1986)-  41 04 46.     (N)    109 36 35.     (W)     SCALED    
 MQ0427* NAVD 88     -      1875.419  (meters)    6152.94   (feet)  ADJUSTED  
 MQ0427  ___________________________________________________________________
 MQ0427  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 MQ0427  DYNAMIC HT  -        1873.734 (meters)    6147.41  (feet)  COMP
 MQ0427  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 MQ0427
 MQ0427  VERT ORDER  -  FIRST     CLASS II
 MQ0427
 MQ0427.The horizontal coordinates were scaled from a topographic map and have
 MQ0427.an estimated accuracy of +/- 6 seconds.
 MQ0427
 MQ0427.The orthometric height was determined by differential leveling
 MQ0427.and adjusted by the National Geodetic Survey in June 1991..
 MQ0427
 MQ0427.The geoid height was determined by GEOID03.
 MQ0427
 MQ0427.The dynamic height is computed by dividing the NAVD 88
 MQ0427.geopotential number by the normal gravity value computed on the
 MQ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0427.degrees latitude (g = 980.6199 gals.).
 MQ0427
 MQ0427.The modeled gravity was interpolated from observed gravity values.
 MQ0427
 MQ0427;                    North         East    Units  Estimated Accuracy
 MQ0427;SPC WYWC     -    64,700.      527,760.      MT  (+/- 180 meters Scaled)
 MQ0427
 MQ0427                          SUPERSEDED SURVEY CONTROL
 MQ0427
 MQ0427.No superseded survey control is available for this station.
 MQ0427
 MQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL167485(NAD 83)
 MQ0427_MARKER: I = METAL ROD
 MQ0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0427_SP_SET: STAINLESS STEEL ROD
 MQ0427_STAMPING: K 345 1984
 MQ0427_MARK LOGO: NGS   
 MQ0427_PROJECTION: FLUSH
 MQ0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0427_ROD/PIPE-DEPTH: 4.9  meters
 MQ0427
 MQ0427  HISTORY     - Date     Condition        Report By
 MQ0427  HISTORY     - 1984     MONUMENTED       NGS
 MQ0427
 MQ0427                          STATION DESCRIPTION
 MQ0427
 MQ0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0427'15.7 KM (9.75 MI) NE FROM MANILA UT.
 MQ0427'15.7 KM (9.75 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0427'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 0.5 KM (0.3 MI)
 MQ0427'NORTHEAST OF A GRAVELED ROAD LEADING EAST TO ANVIL DRAW AND MILEPOST
 MQ0427'38, AND 61.6 M (202.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 MQ0427'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0427'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MQ0427'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0416 ***********************************************************************
 MQ0416  DESIGNATION -  K 346
 MQ0416  PID         -  MQ0416
 MQ0416  STATE/COUNTY-  WY/SWEETWATER
 MQ0416  USGS QUAD   -  HALFWAY HOLLOW EAST (1987)
 MQ0416
 MQ0416                         *CURRENT SURVEY CONTROL
 MQ0416  ___________________________________________________________________
 MQ0416* NAD 83(1986)-  41 15 22.     (N)    109 37 19.     (W)     SCALED    
 MQ0416* NAVD 88     -      1862.415  (meters)    6110.27   (feet)  ADJUSTED  
 MQ0416  ___________________________________________________________________
 MQ0416  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MQ0416  DYNAMIC HT  -        1860.773 (meters)    6104.89  (feet)  COMP
 MQ0416  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 MQ0416
 MQ0416  VERT ORDER  -  FIRST     CLASS II
 MQ0416
 MQ0416.The horizontal coordinates were scaled from a topographic map and have
 MQ0416.an estimated accuracy of +/- 6 seconds.
 MQ0416
 MQ0416.The orthometric height was determined by differential leveling
 MQ0416.and adjusted by the National Geodetic Survey in June 1991..
 MQ0416
 MQ0416.The geoid height was determined by GEOID03.
 MQ0416
 MQ0416.The dynamic height is computed by dividing the NAVD 88
 MQ0416.geopotential number by the normal gravity value computed on the
 MQ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0416.degrees latitude (g = 980.6199 gals.).
 MQ0416
 MQ0416.The modeled gravity was interpolated from observed gravity values.
 MQ0416
 MQ0416;                    North         East    Units  Estimated Accuracy
 MQ0416;SPC WYWC     -    84,330.      526,930.      MT  (+/- 180 meters Scaled)
 MQ0416
 MQ0416                          SUPERSEDED SURVEY CONTROL
 MQ0416
 MQ0416.No superseded survey control is available for this station.
 MQ0416
 MQ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL154681(NAD 83)
 MQ0416_MARKER: I = METAL ROD
 MQ0416_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MQ0416_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MQ0416_STAMPING: K 346 1984
 MQ0416_MARK LOGO: NGS   
 MQ0416_PROJECTION: FLUSH
 MQ0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0416+STABILITY: POSITION/ELEVATION WELL
 MQ0416_ROD/PIPE-DEPTH: 7.7  meters
 MQ0416_SLEEVE-DEPTH  : 6.9 meters
 MQ0416
 MQ0416  HISTORY     - Date     Condition        Report By
 MQ0416  HISTORY     - 1984     MONUMENTED       NGS
 MQ0416
 MQ0416                          STATION DESCRIPTION
 MQ0416
 MQ0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0416'36.7 KM (22.8 MI) NE FROM MANILA UT.
 MQ0416'36.7 KM (22.8 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0416'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 103.3 M (338.9 FT)
 MQ0416'EAST OF THE CENTERLINE OF THE HIGHWAYS, 15.0 M (49.2 FT) SOUTH OF THE
 MQ0416'CENTERLINE OF A PAVED ROAD LEADING EAST TO BUCKBOARD BOAT RAMP, AND
 MQ0416'3.6 M (11.8 FT) SOUTH OF THE SOUTH LEG OF A INFORMATION SIGN.
 MQ0416'NOTE=ACCESS TO THE DATUM POIUNT IS THROUGH A 5-INCH LOGO CAP.
 MQ0416'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MQ0416'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9040 ***********************************************************************
 AD9040  DESIGNATION -  K 348
 AD9040  PID         -  AD9040
 AD9040  STATE/COUNTY-  WY/CROOK
 AD9040  USGS QUAD   -  DEVILS RUN (1984)
 AD9040
 AD9040                         *CURRENT SURVEY CONTROL
 AD9040  ___________________________________________________________________
 AD9040* NAD 83(1986)-  44 57 44.     (N)    104 19 43.     (W)     SCALED    
 AD9040* NAVD 88     -      1072.187  (meters)    3517.67   (feet)  ADJUSTED  
 AD9040  ___________________________________________________________________
 AD9040  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 AD9040  DYNAMIC HT  -        1071.899 (meters)    3516.72  (feet)  COMP
 AD9040  MODELED GRAV-     980,311.7   (mgal)                       NAVD 88
 AD9040
 AD9040  VERT ORDER  -  FIRST     CLASS II
 AD9040
 AD9040.The horizontal coordinates were scaled from a topographic map and have
 AD9040.an estimated accuracy of +/- 6 seconds.
 AD9040
 AD9040.The orthometric height was determined by differential leveling
 AD9040.and adjusted by the National Geodetic Survey in July 1998..
 AD9040
 AD9040.The geoid height was determined by GEOID03.
 AD9040
 AD9040.The dynamic height is computed by dividing the NAVD 88
 AD9040.geopotential number by the normal gravity value computed on the
 AD9040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9040.degrees latitude (g = 980.6199 gals.).
 AD9040
 AD9040.The modeled gravity was interpolated from observed gravity values.
 AD9040
 AD9040;                    North         East    Units  Estimated Accuracy
 AD9040;SPC WY E     -   496,010.      266,120.      MT  (+/- 180 meters Scaled)
 AD9040
 AD9040                          SUPERSEDED SURVEY CONTROL
 AD9040
 AD9040.No superseded survey control is available for this station.
 AD9040
 AD9040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK529789(NAD 83)
 AD9040_MARKER: I = METAL ROD
 AD9040_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9040_STAMPING: K 348 1995
 AD9040_MARK LOGO: NGS   
 AD9040_PROJECTION: FLUSH
 AD9040_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9040+STABILITY: POSITION/ELEVATION WELL
 AD9040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9040+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9040_ROD/PIPE-DEPTH: 10.1 meters
 AD9040_SLEEVE-DEPTH  : 9.1 meters
 AD9040
 AD9040  HISTORY     - Date     Condition        Report By
 AD9040  HISTORY     - 1995     MONUMENTED       NGS
 AD9040
 AD9040                          STATION DESCRIPTION
 AD9040
 AD9040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9040'9.8 KM (6.10 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9040'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 21.4 M (70.2 FT)
 AD9040'SOUTHWEST OF THE HIGHWAY CENTERLINE, 11.0 M (36.1 FT) SOUTHEAST OF THE
 AD9040'CENTER OF A CATTLE GUARD AND DRIVEWAY, 1.2 M (3.9 FT) NORTHEAST OF A
 AD9040'WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 AD9040'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AD9040'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0202 ***********************************************************************
 PV0202  DESIGNATION -  K 35
 PV0202  PID         -  PV0202
 PV0202  STATE/COUNTY-  WY/CAMPBELL
 PV0202  USGS QUAD   -  GILLETTE EAST (1971)
 PV0202
 PV0202                         *CURRENT SURVEY CONTROL
 PV0202  ___________________________________________________________________
 PV0202* NAD 83(1986)-  44 21 50.     (N)    105 29 01.     (W)     SCALED    
 PV0202* NAVD 88     -      1373.193  (meters)    4505.22   (feet)  POSTED    
 PV0202  ___________________________________________________________________
 PV0202  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0202  DYNAMIC HT  -        1372.650 (meters)    4503.44  (feet)  COMP
 PV0202  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 PV0202
 PV0202  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PV0202
 PV0202.The horizontal coordinates were scaled from a topographic map and have
 PV0202.an estimated accuracy of +/- 6 seconds.
 PV0202
 PV0202.The orthometric height was determined by differential leveling
 PV0202.and adjusted by the National Geodetic Survey in 1992..
 PV0202.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PV0202.rate of 1.1 thru 2.0 mm/km.
 PV0202
 PV0202.The geoid height was determined by GEOID03.
 PV0202
 PV0202.The dynamic height is computed by dividing the NAVD 88
 PV0202.geopotential number by the normal gravity value computed on the
 PV0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0202.degrees latitude (g = 980.6199 gals.).
 PV0202
 PV0202.The modeled gravity was interpolated from observed gravity values.
 PV0202
 PV0202;                    North         East    Units  Estimated Accuracy
 PV0202;SPC WY E     -   429,230.      174,740.      MT  (+/- 180 meters Scaled)
 PV0202
 PV0202                          SUPERSEDED SURVEY CONTROL
 PV0202
 PV0202  NGVD 29 (??/??/92) 1372.556  (m)         4503.13   (f) ADJ UNCH    1 2
 PV0202
 PV0202.Superseded values are not recommended for survey control.
 PV0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0202.See file dsdata.txt to determine how the superseded data were derived.
 PV0202
 PV0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK614124(NAD 83)
 PV0202_MARKER: DB = BENCH MARK DISK
 PV0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0202_SP_SET: CONCRETE POST
 PV0202_STAMPING: K 35 1933
 PV0202_MARK LOGO: CGS   
 PV0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0202+STABILITY: SURFACE MOTION
 PV0202
 PV0202  HISTORY     - Date     Condition        Report By
 PV0202  HISTORY     - 1933     MONUMENTED       CGS
 PV0202  HISTORY     - 1957     GOOD             NGS
 PV0202  HISTORY     - 1985     POOR             NGS
 PV0202
 PV0202                          STATION DESCRIPTION
 PV0202
 PV0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0202'5.6 MI N FROM GILLETTE.
 PV0202'0.35 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0202'FROM THE STATION AT GILLETTE, 5.2 MILES NORTH ALONG THE
 PV0202'GILLETTE-BROADUS ROAD, AT THE CREST OF A HILL AND A TURN IN THE
 PV0202'ROAD, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET
 PV0202'SOUTHEAST OF THE CENTER OF A WIRE GATE, 4 FEET EAST OF A TELEPHONE
 PV0202'POLE, 3 FEET EAST OF A FENCE LINE AND IN THE TOP OF A CONCRETE
 PV0202'POST PROJECTING 6 INCHES.
 PV0202
 PV0202                          STATION RECOVERY (1985)
 PV0202
 PV0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0202'RECOVERED IN POOR CONDITION.  MARK IS VERY LOOSE IN THE GROUND AND
 PV0202'WILL NOT BE LEVELED TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0351 ***********************************************************************
 OU0351  DESIGNATION -  K 353
 OU0351  PID         -  OU0351
 OU0351  STATE/COUNTY-  WY/WESTON
 OU0351  USGS QUAD   -  OWENS (1951)
 OU0351
 OU0351                         *CURRENT SURVEY CONTROL
 OU0351  ___________________________________________________________________
 OU0351* NAD 83(1986)-  43 42 40.     (N)    104 07 57.     (W)     SCALED    
 OU0351* NAVD 88     -      1229.159  (meters)    4032.67   (feet)  ADJUSTED  
 OU0351  ___________________________________________________________________
 OU0351  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 OU0351  DYNAMIC HT  -        1228.632 (meters)    4030.94  (feet)  COMP
 OU0351  MODELED GRAV-     980,147.5   (mgal)                       NAVD 88
 OU0351
 OU0351  VERT ORDER  -  FIRST     CLASS II
 OU0351
 OU0351.The horizontal coordinates were scaled from a topographic map and have
 OU0351.an estimated accuracy of +/- 6 seconds.
 OU0351
 OU0351.The orthometric height was determined by differential leveling
 OU0351.and adjusted by the National Geodetic Survey in June 1991..
 OU0351
 OU0351.The geoid height was determined by GEOID03.
 OU0351
 OU0351.The dynamic height is computed by dividing the NAVD 88
 OU0351.geopotential number by the normal gravity value computed on the
 OU0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0351.degrees latitude (g = 980.6199 gals.).
 OU0351
 OU0351.The modeled gravity was interpolated from observed gravity values.
 OU0351
 OU0351;                    North         East    Units  Estimated Accuracy
 OU0351;SPC WY E     -   357,170.      283,340.      MT  (+/- 180 meters Scaled)
 OU0351
 OU0351                          SUPERSEDED SURVEY CONTROL
 OU0351
 OU0351.No superseded survey control is available for this station.
 OU0351
 OU0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ698401(NAD 83)
 OU0351_MARKER: DB = BENCH MARK DISK
 OU0351_SETTING: 66 = SET IN ROCK OUTCROP
 OU0351_SP_SET: ROCK OUTCROP
 OU0351_STAMPING: K 353 1985
 OU0351_MARK LOGO: NGS   
 OU0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0351+STABILITY: POSITION/ELEVATION WELL
 OU0351
 OU0351  HISTORY     - Date     Condition        Report By
 OU0351  HISTORY     - 1985     MONUMENTED       NGS
 OU0351
 OU0351                          STATION DESCRIPTION
 OU0351
 OU0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0351'16.9 KM (10.5 MI) SOUTH FROM NEWCASTLE.
 OU0351'16.9 KM (10.55 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0351'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0351'NEWCASTLE, IN TOP OF AND 0.6 METER (2 FT) WEST OF THE EAST END OF A
 OU0351'5- BY 7-FOOT FLAT TOP PORTION OF LIMESTONE OUTCROP PROJECTING 6-INCHES
 OU0351'ABOVE THE SURFACE OF THE GROUND, AT THE NORTH END OF A RAILROAD FILL,
 OU0351'0.52 KM (0.3 MI) NORTHWEST OF THE BURLINGTON NORTHERN RAILROAD
 OU0351'MILEPOLE 509, 126.2 METERS (414 FT) EAST ACROSS THE RAILROAD FROM THE
 OU0351'HIGHWAY CENTERLINE, 51.5 METERS (169 FT) EAST OF THE EAST RAIL OF THE
 OU0351'EAST TRACKS AND 21.3 METERS (70 FT) EAST OF THE RAILROAD RIGHT OF WAY
 OU0351'FENCE.
 OU0351'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OU0351'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0354 ***********************************************************************
 PV0354  DESIGNATION -  K 354
 PV0354  PID         -  PV0354
 PV0354  STATE/COUNTY-  WY/CAMPBELL
 PV0354  USGS QUAD   -  FOUR BAR J RANCH (1971)
 PV0354
 PV0354                         *CURRENT SURVEY CONTROL
 PV0354  ___________________________________________________________________
 PV0354* NAD 83(1986)-  44 10 38.     (N)    105 37 50.     (W)     SCALED    
 PV0354* NAVD 88     -      1466.109  (meters)    4810.06   (feet)  ADJUSTED  
 PV0354  ___________________________________________________________________
 PV0354  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 PV0354  DYNAMIC HT  -        1465.447 (meters)    4807.89  (feet)  COMP
 PV0354  MODELED GRAV-     980,115.2   (mgal)                       NAVD 88
 PV0354
 PV0354  VERT ORDER  -  FIRST     CLASS II
 PV0354
 PV0354.The horizontal coordinates were scaled from a topographic map and have
 PV0354.an estimated accuracy of +/- 6 seconds.
 PV0354
 PV0354.The orthometric height was determined by differential leveling
 PV0354.and adjusted by the National Geodetic Survey in June 1991..
 PV0354
 PV0354.The geoid height was determined by GEOID03.
 PV0354
 PV0354.The dynamic height is computed by dividing the NAVD 88
 PV0354.geopotential number by the normal gravity value computed on the
 PV0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0354.degrees latitude (g = 980.6199 gals.).
 PV0354
 PV0354.The modeled gravity was interpolated from observed gravity values.
 PV0354
 PV0354;                    North         East    Units  Estimated Accuracy
 PV0354;SPC WY E     -   408,550.      162,910.      MT  (+/- 180 meters Scaled)
 PV0354
 PV0354                          SUPERSEDED SURVEY CONTROL
 PV0354
 PV0354  NGVD 29 (06/08/92) 1465.372  (m)         4807.64   (f) ADJUSTED    1 2
 PV0354
 PV0354.Superseded values are not recommended for survey control.
 PV0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0354.See file dsdata.txt to determine how the superseded data were derived.
 PV0354
 PV0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ495917(NAD 83)
 PV0354_MARKER: I = METAL ROD
 PV0354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0354_SP_SET: STAINLESS STEEL ROD
 PV0354_STAMPING: K 354 1985
 PV0354_MARK LOGO: NGS   
 PV0354_PROJECTION: FLUSH
 PV0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0354_ROD/PIPE-DEPTH: 5.8  meters
 PV0354
 PV0354  HISTORY     - Date     Condition        Report By
 PV0354  HISTORY     - 1985     MONUMENTED       NGS
 PV0354
 PV0354                          STATION DESCRIPTION
 PV0354
 PV0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0354'16.1 KM (10.0 MI) SW FROM GILLETTE.
 PV0354'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0354'IN GILLETTE, THENCE 10.81 KM (6.72 MI) SOUTHWEST ALONG STATE HIGHWAY
 PV0354'50, IN THE WEST CORNER OF THE Y JUNCTION OF THE GRAVEL DRIVE LEADING
 PV0354'NORTH TO THE BETHLEHEM COMMUNITY CHURCH, 0.42 KM (0.26 MI) SOUTHWEST
 PV0354'OF MILEPOST 11, 21.9 METERS (72 FT) NORTHWEST OF THE HIGHWAY
 PV0354'CENTERLINE, 83.8 METERS (275 FT) SOUTH OF THE SOUTH CORNER OF THE
 PV0354'ORIGINAL CHURCH BUILDING, 25.0 METERS (82 FT) WEST OF THE CENTER OF
 PV0354'THE DRIVE, 3.0 METERS (10 FT) NORTHEAST OF STATE HIGHWAY RIGHT OF WAY
 PV0354'MARKER 541+00 AND 0.6 METER (2 FT) SOUTHEAST OF THE CENTER BRACED
 PV0354'WOODEN POST FOR AN OFFSET IN THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 PV0354'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0354'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PV0354'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0306 ***********************************************************************
 OU0306  DESIGNATION -  K 355
 OU0306  PID         -  OU0306
 OU0306  STATE/COUNTY-  WY/CAMPBELL
 OU0306  USGS QUAD   -  SAVAGETON (1973)
 OU0306
 OU0306                         *CURRENT SURVEY CONTROL
 OU0306  ___________________________________________________________________
 OU0306* NAD 83(1986)-  43 46 50.     (N)    105 47 02.     (W)     SCALED    
 OU0306* NAVD 88     -      1567.248  (meters)    5141.88   (feet)  ADJUSTED  
 OU0306  ___________________________________________________________________
 OU0306  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OU0306  DYNAMIC HT  -        1566.412 (meters)    5139.14  (feet)  COMP
 OU0306  MODELED GRAV-     980,030.4   (mgal)                       NAVD 88
 OU0306
 OU0306  VERT ORDER  -  FIRST     CLASS II
 OU0306
 OU0306.The horizontal coordinates were scaled from a topographic map and have
 OU0306.an estimated accuracy of +/- 6 seconds.
 OU0306
 OU0306.The orthometric height was determined by differential leveling
 OU0306.and adjusted by the National Geodetic Survey in June 1991..
 OU0306
 OU0306.The geoid height was determined by GEOID03.
 OU0306
 OU0306.The dynamic height is computed by dividing the NAVD 88
 OU0306.geopotential number by the normal gravity value computed on the
 OU0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0306.degrees latitude (g = 980.6199 gals.).
 OU0306
 OU0306.The modeled gravity was interpolated from observed gravity values.
 OU0306
 OU0306;                    North         East    Units  Estimated Accuracy
 OU0306;SPC WY E     -   364,550.      150,320.      MT  (+/- 180 meters Scaled)
 OU0306
 OU0306                          SUPERSEDED SURVEY CONTROL
 OU0306
 OU0306  NGVD 29 (06/08/92) 1566.440  (m)         5139.23   (f) ADJUSTED    1 2
 OU0306
 OU0306.Superseded values are not recommended for survey control.
 OU0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0306.See file dsdata.txt to determine how the superseded data were derived.
 OU0306
 OU0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ369477(NAD 83)
 OU0306_MARKER: I = METAL ROD
 OU0306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0306_SP_SET: STAINLESS STEEL ROD
 OU0306_STAMPING: K 355 1985
 OU0306_MARK LOGO: NGS   
 OU0306_PROJECTION: FLUSH
 OU0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0306_ROD/PIPE-DEPTH: 3.2  meters
 OU0306
 OU0306  HISTORY     - Date     Condition        Report By
 OU0306  HISTORY     - 1985     MONUMENTED       NGS
 OU0306
 OU0306                          STATION DESCRIPTION
 OU0306
 OU0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0306'9.8 KM (6.1 MI) SOUTH FROM SAVAGETON.
 OU0306'9.75 KM (6.06 MI) SOUTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0306'SAVAGETON ROAD AT SAVAGETON, ALSO 18.25 KM (11.34 MI) NORTH ALONG
 OU0306'STATE HIGHWAY 50 FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 387 AT
 OU0306'PINE TREE JUNCTION, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 OU0306'FIELD ACCESS ROAD LEADING EAST, 29.9 METERS (98 FT) EAST OF THE
 OU0306'HIGHWAY CENTERLINE, 3.7 METERS (12 FT) NORTH OF THE CENTER OF THE
 OU0306'ROAD, 0.6 METER (2 FT) NORTH-NORTHWEST OF THE NORTH END OF A WIRE GATE
 OU0306'IN THE RIGHT OF WAY FENCE AND 0.3 METER (1 FT) WEST OF THE RIGHT OF
 OU0306'WAY FENCE.
 OU0306'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 OU0306'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0270 ***********************************************************************
 OV0270  DESIGNATION -  K 356
 OV0270  PID         -  OV0270
 OV0270  STATE/COUNTY-  WY/JOHNSON
 OV0270  USGS QUAD   -  TAYLOR RANCH (1973)
 OV0270
 OV0270                         *CURRENT SURVEY CONTROL
 OV0270  ___________________________________________________________________
 OV0270* NAD 83(1986)-  43 33 31.     (N)    106 02 56.     (W)     SCALED    
 OV0270* NAVD 88     -      1525.008  (meters)    5003.30   (feet)  ADJUSTED  
 OV0270  ___________________________________________________________________
 OV0270  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 OV0270  DYNAMIC HT  -        1524.153 (meters)    5000.49  (feet)  COMP
 OV0270  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 OV0270
 OV0270  VERT ORDER  -  FIRST     CLASS II
 OV0270
 OV0270.The horizontal coordinates were scaled from a topographic map and have
 OV0270.an estimated accuracy of +/- 6 seconds.
 OV0270
 OV0270.The orthometric height was determined by differential leveling
 OV0270.and adjusted by the National Geodetic Survey in June 1991..
 OV0270
 OV0270.The geoid height was determined by GEOID03.
 OV0270
 OV0270.The dynamic height is computed by dividing the NAVD 88
 OV0270.geopotential number by the normal gravity value computed on the
 OV0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0270.degrees latitude (g = 980.6199 gals.).
 OV0270
 OV0270.The modeled gravity was interpolated from observed gravity values.
 OV0270
 OV0270;                    North         East    Units  Estimated Accuracy
 OV0270;SPC WYEC     -   440,510.      503,780.      MT  (+/- 180 meters Scaled)
 OV0270
 OV0270                          SUPERSEDED SURVEY CONTROL
 OV0270
 OV0270  NGVD 29 (06/08/92) 1524.179  (m)         5000.58   (f) ADJUSTED    1 2
 OV0270
 OV0270.Superseded values are not recommended for survey control.
 OV0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0270.See file dsdata.txt to determine how the superseded data were derived.
 OV0270
 OV0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ152233(NAD 83)
 OV0270_MARKER: I = METAL ROD
 OV0270_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0270+WITH SETTING: INFORMATION.
 OV0270_SP_SET: SHALLOW-SET METAL ROD
 OV0270_STAMPING: K 356 1985
 OV0270_MARK LOGO: NGS   
 OV0270_PROJECTION: FLUSH
 OV0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0270_ROD/PIPE-DEPTH: 1.8  meters
 OV0270
 OV0270  HISTORY     - Date     Condition        Report By
 OV0270  HISTORY     - 1985     MONUMENTED       NGS
 OV0270
 OV0270                          STATION DESCRIPTION
 OV0270
 OV0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0270'23.1 KM (14.35 MI) SW FROM PINT TREE JUNCTION.
 OV0270'23.12 KM (14.37 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM THE
 OV0270'JUNCTION OF STATE HIGHWAY 50 AT PINE TREE JUNCTION, IN THE SOUTHEAST
 OV0270'CORNER OF THE JUNCTION OF A GRAVEL ROAD, 0.49 KM (0.30 MI) EAST OF THE
 OV0270'BRIDGE OVER JJ DRAW, 0.21 KM (0.13 MI) EAST OF MILEPOST 117, 29.6
 OV0270'METERS (97 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.9 METERS (35.7 FT)
 OV0270'EAST OF THE CENTER OF THE GRAVEL ROAD AND 0.3 METER (1 FT) NORTH OF
 OV0270'THE RIGHT OF WAY FENCE.
 OV0270'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OV0270'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0392 ***********************************************************************
 PV0392  DESIGNATION -  K 357
 PV0392  PID         -  PV0392
 PV0392  STATE/COUNTY-  WY/CAMPBELL
 PV0392  USGS QUAD   -  MOYER SPRINGS (1971)
 PV0392
 PV0392                         *CURRENT SURVEY CONTROL
 PV0392  ___________________________________________________________________
 PV0392* NAD 83(1986)-  44 28 11.     (N)    105 28 01.     (W)     SCALED    
 PV0392* NAVD 88     -      1237.418  (meters)    4059.76   (feet)  ADJUSTED  
 PV0392  ___________________________________________________________________
 PV0392  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 PV0392  DYNAMIC HT  -        1236.972 (meters)    4058.30  (feet)  COMP
 PV0392  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 PV0392
 PV0392  VERT ORDER  -  FIRST     CLASS II
 PV0392
 PV0392.The horizontal coordinates were scaled from a topographic map and have
 PV0392.an estimated accuracy of +/- 6 seconds.
 PV0392
 PV0392.The orthometric height was determined by differential leveling
 PV0392.and adjusted by the National Geodetic Survey in June 1991..
 PV0392
 PV0392.The geoid height was determined by GEOID03.
 PV0392
 PV0392.The dynamic height is computed by dividing the NAVD 88
 PV0392.geopotential number by the normal gravity value computed on the
 PV0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0392.degrees latitude (g = 980.6199 gals.).
 PV0392
 PV0392.The modeled gravity was interpolated from observed gravity values.
 PV0392
 PV0392;                    North         East    Units  Estimated Accuracy
 PV0392;SPC WY E     -   440,980.      176,110.      MT  (+/- 180 meters Scaled)
 PV0392
 PV0392                          SUPERSEDED SURVEY CONTROL
 PV0392
 PV0392.No superseded survey control is available for this station.
 PV0392
 PV0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK628241(NAD 83)
 PV0392_MARKER: I = METAL ROD
 PV0392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0392_SP_SET: STAINLESS STEEL ROD
 PV0392_STAMPING: K 357 1985
 PV0392_MARK LOGO: NGS   
 PV0392_PROJECTION: FLUSH
 PV0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0392_ROD/PIPE-DEPTH: 21.0 meters
 PV0392
 PV0392  HISTORY     - Date     Condition        Report By
 PV0392  HISTORY     - 1985     MONUMENTED       NGS
 PV0392
 PV0392                          STATION DESCRIPTION
 PV0392
 PV0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0392'26.1 KM (16.2 MI) NORTH FROM GILLETTE.
 PV0392'26.07 KM (16.20 MI) NORTH ALONG STATE 59 FROM THE JUNCTION OF GILLETTE
 PV0392'AVENUE AT GILLETTE, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A
 PV0392'DIRT ROAD LEADING WEST, 29.9 METERS (98 FT) WEST OF THE HIGHWAY
 PV0392'CENTERLINE, 89.9 METERS (295 FT) NORTHWEST OF MILEPOST 129, 11.6
 PV0392'METERS (38 FT) SOUTH OF THE CENTER OF THE ROAD AND 0.3 METER (1 FT)
 PV0392'EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PV0392'THROUGH A 5-INCH LOGO CAP.
 PV0392'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PV0392'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0410 ***********************************************************************
 PV0410  DESIGNATION -  K 358
 PV0410  PID         -  PV0410
 PV0410  STATE/COUNTY-  WY/CAMPBELL
 PV0410  USGS QUAD   -  FORTIN DRAW (1971)
 PV0410
 PV0410                         *CURRENT SURVEY CONTROL
 PV0410  ___________________________________________________________________
 PV0410* NAD 83(1986)-  44 17 27.     (N)    105 17 57.     (W)     SCALED    
 PV0410* NAVD 88     -      1341.305  (meters)    4400.60   (feet)  ADJUSTED  
 PV0410  ___________________________________________________________________
 PV0410  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0410  DYNAMIC HT  -        1340.766 (meters)    4398.83  (feet)  COMP
 PV0410  MODELED GRAV-     980,168.9   (mgal)                       NAVD 88
 PV0410
 PV0410  VERT ORDER  -  FIRST     CLASS II
 PV0410
 PV0410.The horizontal coordinates were scaled from a topographic map and have
 PV0410.an estimated accuracy of +/- 6 seconds.
 PV0410
 PV0410.The orthometric height was determined by differential leveling
 PV0410.and adjusted by the National Geodetic Survey in June 1991..
 PV0410
 PV0410.The geoid height was determined by GEOID03.
 PV0410
 PV0410.The dynamic height is computed by dividing the NAVD 88
 PV0410.geopotential number by the normal gravity value computed on the
 PV0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0410.degrees latitude (g = 980.6199 gals.).
 PV0410
 PV0410.The modeled gravity was interpolated from observed gravity values.
 PV0410
 PV0410;                    North         East    Units  Estimated Accuracy
 PV0410;SPC WY E     -   421,070.      189,430.      MT  (+/- 180 meters Scaled)
 PV0410
 PV0410                          SUPERSEDED SURVEY CONTROL
 PV0410
 PV0410.No superseded survey control is available for this station.
 PV0410
 PV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK761042(NAD 83)
 PV0410_MARKER: DB = BENCH MARK DISK
 PV0410_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0410_SP_SET: BRIDGE ABUTMENT
 PV0410_STAMPING: K 358 1985
 PV0410_MARK LOGO: NGS   
 PV0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0410+STABILITY: POSITION/ELEVATION WELL
 PV0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0410+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 PV0410
 PV0410  HISTORY     - Date     Condition        Report By
 PV0410  HISTORY     - 1985     MONUMENTED       NGS
 PV0410  HISTORY     - 20031124 GOOD             INDIV
 PV0410
 PV0410                          STATION DESCRIPTION
 PV0410
 PV0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0410'16.6 KM (10.3 MI) EAST FROM GILLETTE.
 PV0410'16.64 KM (10.34 MI) EAST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0410'FROM THE JUNCTION OF GILLETTE AVENUE AT GILLETTE, IN TOP OF THE SOUTH
 PV0410'CURB OVER THE WEST CONCRETE ABUTMENT FOR THE WEST ONE OF TWO HIGHWAY
 PV0410'BRIDGES OVER THE RAILROAD TRACKS, 0.46 KM (0.29 MI) WEST OF THE T
 PV0410'JUNCTION OF TIMBER CREEK ROAD LEADING SOUTH, 6.4 METERS (21 FT) SOUTH
 PV0410'OF THE HIGHWAY CENTERLINE, 12.6 METERS (41.3 FT) EAST OF MILEPOST 136,
 PV0410'5.4 METERS (17.6 FT) EAST OF THE WEST END OF THE BRIDGE CURB AND
 PV0410'0.1 METER (0.3 FT) NORTH OF THE SOUTH EDGE OF THE CURB.
 PV0410'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 PV0410
 PV0410                          STATION RECOVERY (2003)
 PV0410
 PV0410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GEO)
 PV0410'RRECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0310 ***********************************************************************
 PW0310  DESIGNATION -  K 36
 PW0310  PID         -  PW0310
 PW0310  STATE/COUNTY-  WY/WASHAKIE
 PW0310  USGS QUAD   -  WORLAND (1978)
 PW0310
 PW0310                         *CURRENT SURVEY CONTROL
 PW0310  ___________________________________________________________________
 PW0310* NAD 83(1986)-  44 01 10.     (N)    107 55 02.     (W)     SCALED    
 PW0310* NAVD 88     -      1256.434  (meters)    4122.15   (feet)  ADJUSTED  
 PW0310  ___________________________________________________________________
 PW0310  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 PW0310  DYNAMIC HT  -        1255.848 (meters)    4120.23  (feet)  COMP
 PW0310  MODELED GRAV-     980,109.6   (mgal)                       NAVD 88
 PW0310
 PW0310  VERT ORDER  -  FIRST     CLASS II
 PW0310
 PW0310.The horizontal coordinates were scaled from a topographic map and have
 PW0310.an estimated accuracy of +/- 6 seconds.
 PW0310
 PW0310.The orthometric height was determined by differential leveling
 PW0310.and adjusted by the National Geodetic Survey in June 1991..
 PW0310
 PW0310.The geoid height was determined by GEOID03.
 PW0310
 PW0310.The dynamic height is computed by dividing the NAVD 88
 PW0310.geopotential number by the normal gravity value computed on the
 PW0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0310.degrees latitude (g = 980.6199 gals.).
 PW0310
 PW0310.The modeled gravity was interpolated from observed gravity values.
 PW0310
 PW0310;                    North         East    Units  Estimated Accuracy
 PW0310;SPC WYEC     -   491,080.      353,190.      MT  (+/- 180 meters Scaled)
 PW0310
 PW0310                          SUPERSEDED SURVEY CONTROL
 PW0310
 PW0310  NGVD 29 (??/??/92) 1255.654  (m)         4119.59   (f) ADJ UNCH    1 2
 PW0310
 PW0310.Superseded values are not recommended for survey control.
 PW0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0310.See file dsdata.txt to determine how the superseded data were derived.
 PW0310
 PW0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ661781(NAD 83)
 PW0310_MARKER: DB = BENCH MARK DISK
 PW0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0310_SP_SET: CULVERT
 PW0310_STAMPING: K 36 1934
 PW0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0310
 PW0310  HISTORY     - Date     Condition        Report By
 PW0310  HISTORY     - 1934     MONUMENTED       CGS
 PW0310  HISTORY     - 1966     MARK NOT FOUND   USGS
 PW0310
 PW0310                          STATION DESCRIPTION
 PW0310
 PW0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0310'2.0 MI NE FROM WORLAND.
 PW0310'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM WORLAND, WASHAKIE
 PW0310'COUNTY, 30.6 FEET WEST OF THE CENTER OF THE INTERSECTION WITH A GRAVEL
 PW0310'CROSSROADS, AT THE WESTERN ONE OF TWO CONCRETE CULVERTS, IN THE TOP OF
 PW0310'THE NORTH HEADWALL, AND 15 FEET NORTHWEST OF THE CENTERLINE OF THE
 PW0310'HIGHWAY.  A STANDARD DISK, STAMPED K 36 1934.
 PW0310
 PW0310                          STATION RECOVERY (1966)
 PW0310
 PW0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0304 ***********************************************************************
 OV0304  DESIGNATION -  K 360
 OV0304  PID         -  OV0304
 OV0304  STATE/COUNTY-  WY/NATRONA
 OV0304  USGS QUAD   -  SALT CREEK (1978)
 OV0304
 OV0304                         *CURRENT SURVEY CONTROL
 OV0304  ___________________________________________________________________
 OV0304* NAD 83(1986)-  43 15 29.     (N)    106 18 13.     (W)     SCALED    
 OV0304* NAVD 88     -      1576.857  (meters)    5173.40   (feet)  ADJUSTED  
 OV0304  ___________________________________________________________________
 OV0304  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 OV0304  DYNAMIC HT  -        1575.937 (meters)    5170.39  (feet)  COMP
 OV0304  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 OV0304
 OV0304  VERT ORDER  -  FIRST     CLASS II
 OV0304
 OV0304.The horizontal coordinates were scaled from a topographic map and have
 OV0304.an estimated accuracy of +/- 6 seconds.
 OV0304
 OV0304.The orthometric height was determined by differential leveling
 OV0304.and adjusted by the National Geodetic Survey in June 1991..
 OV0304
 OV0304.The geoid height was determined by GEOID03.
 OV0304
 OV0304.The dynamic height is computed by dividing the NAVD 88
 OV0304.geopotential number by the normal gravity value computed on the
 OV0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0304.degrees latitude (g = 980.6199 gals.).
 OV0304
 OV0304.The modeled gravity was interpolated from observed gravity values.
 OV0304
 OV0304;                    North         East    Units  Estimated Accuracy
 OV0304;SPC WYEC     -   406,840.      483,610.      MT  (+/- 180 meters Scaled)
 OV0304
 OV0304                          SUPERSEDED SURVEY CONTROL
 OV0304
 OV0304  NGVD 29 (06/08/92) 1576.008  (m)         5170.62   (f) ADJUSTED    1 2
 OV0304
 OV0304.Superseded values are not recommended for survey control.
 OV0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0304.See file dsdata.txt to determine how the superseded data were derived.
 OV0304
 OV0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH941902(NAD 83)
 OV0304_MARKER: I = METAL ROD
 OV0304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0304_SP_SET: STAINLESS STEEL ROD
 OV0304_STAMPING: K 360 1985
 OV0304_MARK LOGO: NGS   
 OV0304_PROJECTION: FLUSH
 OV0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0304_ROD/PIPE-DEPTH: 9.4  meters
 OV0304
 OV0304  HISTORY     - Date     Condition        Report By
 OV0304  HISTORY     - 1985     MONUMENTED       NGS
 OV0304
 OV0304                          STATION DESCRIPTION
 OV0304
 OV0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0304'18.2 KM (11.3 MI) SOUTH FROM MIDWEST.
 OV0304'18.24 KM (11.34 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0304'STATE HIGHWAY 387 AT MIDWEST, IN THE NORTH CORNER OF THE T JUNCTION OF
 OV0304'A DIRT ROAD LEADING WEST, ON THE NORTHEAST EDGE OF A RAVINE, 0.23 KM
 OV0304'(0.14 MI) SOUTHWEST OF MILEPOST 17, 45.4 METERS (149 FT) NORTHWEST OF
 OV0304'THE HIGHWAY CENTERLINE, 11.3 METERS (37 FT) NORTHEAST OF THE CENTER OF
 OV0304'THE ROAD, 56.4 METERS (185 FT) NORTH OF THE NORTH CORNER OF A 6 BY 6
 OV0304'FOOT CONCRETE BOX CULVERT, 8.7 METERS (28.6 FT) NORTHEAST OF THE
 OV0304'NORTHEAST END OF A WIRE GATE AND 0.3 METER (1 FT) SOUTHEAST OF THE
 OV0304'RIGHT OF WAY FENCE.
 OV0304'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OV0304'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0440 ***********************************************************************
 PV0440  DESIGNATION -  K 361
 PV0440  PID         -  PV0440
 PV0440  STATE/COUNTY-  WY/WESTON
 PV0440  USGS QUAD   -  UPTON EAST (1984)
 PV0440
 PV0440                         *CURRENT SURVEY CONTROL
 PV0440  ___________________________________________________________________
 PV0440* NAD 83(1986)-  44 01 24.     (N)    104 32 00.     (W)     SCALED    
 PV0440* NAVD 88     -      1269.085  (meters)    4163.66   (feet)  ADJUSTED  
 PV0440  ___________________________________________________________________
 PV0440  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PV0440  DYNAMIC HT  -        1268.563 (meters)    4161.94  (feet)  COMP
 PV0440  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 PV0440
 PV0440  VERT ORDER  -  FIRST     CLASS II
 PV0440
 PV0440.The horizontal coordinates were scaled from a topographic map and have
 PV0440.an estimated accuracy of +/- 6 seconds.
 PV0440
 PV0440.The orthometric height was determined by differential leveling
 PV0440.and adjusted by the National Geodetic Survey in June 1991..
 PV0440
 PV0440.The geoid height was determined by GEOID03.
 PV0440
 PV0440.The dynamic height is computed by dividing the NAVD 88
 PV0440.geopotential number by the normal gravity value computed on the
 PV0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0440.degrees latitude (g = 980.6199 gals.).
 PV0440
 PV0440.The modeled gravity was interpolated from observed gravity values.
 PV0440
 PV0440;                    North         East    Units  Estimated Accuracy
 PV0440;SPC WY E     -   391,540.      250,770.      MT  (+/- 180 meters Scaled)
 PV0440
 PV0440                          SUPERSEDED SURVEY CONTROL
 PV0440
 PV0440.No superseded survey control is available for this station.
 PV0440
 PV0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ374745(NAD 83)
 PV0440_MARKER: I = METAL ROD
 PV0440_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0440+WITH SETTING: INFORMATION.
 PV0440_SP_SET: SHALLOW-SET METAL ROD
 PV0440_STAMPING: K 361 1985
 PV0440_MARK LOGO: NGS   
 PV0440_PROJECTION: FLUSH
 PV0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0440_ROD/PIPE-DEPTH: 2.4  meters
 PV0440
 PV0440  HISTORY     - Date     Condition        Report By
 PV0440  HISTORY     - 1985     MONUMENTED       NGS
 PV0440
 PV0440                          STATION DESCRIPTION
 PV0440
 PV0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0440'11.6 KM (7.2 MI) SE FROM UPTON.
 PV0440'11.6 KM (7.25 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0440'UPTON, IN THE WEST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING
 PV0440'SOUTHWEST, 0.15 KM (0.1 MI) SOUTHEAST OF MILEPOST 227, 44.2 METERS
 PV0440'(145 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 9.1 METERS (30 FT)
 PV0440'NORTHWEST OF THE CENTER OF THE ROAD, 5.6 METERS (18.5 FT) NORTHWEST OF
 PV0440'THE NORTHWEST END OF A WIRE GATE AND 0.3 METER (1 FT) NORTHEAST OF A
 PV0440'RIGHT-OF-WAY FENCE.  ROD SET TO 8-FOOT ANCHORED REFUSAL.  NOTE--ACCESS
 PV0440'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0440'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 PV0440'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0348 ***********************************************************************
 OU0348  DESIGNATION -  K 362
 OU0348  PID         -  OU0348
 OU0348  STATE/COUNTY-  WY/WESTON
 OU0348  USGS QUAD   -  OWENS (1951)
 OU0348
 OU0348                         *CURRENT SURVEY CONTROL
 OU0348  ___________________________________________________________________
 OU0348* NAD 83(1986)-  43 44 29.     (N)    104 09 31.     (W)     SCALED    
 OU0348* NAVD 88     -      1254.401  (meters)    4115.48   (feet)  ADJUSTED  
 OU0348  ___________________________________________________________________
 OU0348  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 OU0348  DYNAMIC HT  -        1253.843 (meters)    4113.65  (feet)  COMP
 OU0348  MODELED GRAV-     980,130.6   (mgal)                       NAVD 88
 OU0348
 OU0348  VERT ORDER  -  FIRST     CLASS II
 OU0348
 OU0348.The horizontal coordinates were scaled from a topographic map and have
 OU0348.an estimated accuracy of +/- 6 seconds.
 OU0348
 OU0348.The orthometric height was determined by differential leveling
 OU0348.and adjusted by the National Geodetic Survey in June 1991..
 OU0348
 OU0348.The geoid height was determined by GEOID03.
 OU0348
 OU0348.The dynamic height is computed by dividing the NAVD 88
 OU0348.geopotential number by the normal gravity value computed on the
 OU0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0348.degrees latitude (g = 980.6199 gals.).
 OU0348
 OU0348.The modeled gravity was interpolated from observed gravity values.
 OU0348
 OU0348;                    North         East    Units  Estimated Accuracy
 OU0348;SPC WY E     -   360,510.      281,200.      MT  (+/- 180 meters Scaled)
 OU0348
 OU0348                          SUPERSEDED SURVEY CONTROL
 OU0348
 OU0348.No superseded survey control is available for this station.
 OU0348
 OU0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ677434(NAD 83)
 OU0348_MARKER: I = METAL ROD
 OU0348_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0348+WITH SETTING: INFORMATION.
 OU0348_SP_SET: SHALLOW-SET METAL ROD
 OU0348_STAMPING: K 362 1985
 OU0348_MARK LOGO: NGS   
 OU0348_PROJECTION: FLUSH
 OU0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0348_ROD/PIPE-DEPTH: 2.4  meters
 OU0348
 OU0348  HISTORY     - Date     Condition        Report By
 OU0348  HISTORY     - 1985     MONUMENTED       NGS
 OU0348
 OU0348                          STATION DESCRIPTION
 OU0348
 OU0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0348'12.9 KM (8.0 MI) SOUTH FROM NEWCASTLE.
 OU0348'12.9 KM (8.05 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0348'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0348'NEWCASTLE, 1.0 KM (0.6 MI) NORTHWEST OF THE JUNCTION OF A PRIVATE ROAD
 OU0348'LEADING EAST TO FERN PORTERS RANCH, 15.4 METERS (50.5 FT) EAST OF THE
 OU0348'HIGHWAY CENTERLINE AND 31.5 METERS (103.5 FT) SOUTHEAST OF THE
 OU0348'NORTHEAST END OF A 18-INCH PIPE CULVERT.  ROD SET TO 8-FOOT ANCHORED
 OU0348'REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OU0348'CAP.
 OU0348'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OU0348'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0325 ***********************************************************************
 NR0325  DESIGNATION -  K 364
 NR0325  PID         -  NR0325
 NR0325  STATE/COUNTY-  WY/NATRONA
 NR0325  USGS QUAD   -  THE REEFS (1984)
 NR0325
 NR0325                         *CURRENT SURVEY CONTROL
 NR0325  ___________________________________________________________________
 NR0325* NAD 83(1986)-  42 56 11.     (N)    106 19 58.     (W)     SCALED    
 NR0325* NAVD 88     -      1641.916  (meters)    5386.85   (feet)  ADJUSTED  
 NR0325  ___________________________________________________________________
 NR0325  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 NR0325  DYNAMIC HT  -        1640.889 (meters)    5383.48  (feet)  COMP
 NR0325  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 NR0325
 NR0325  VERT ORDER  -  FIRST     CLASS II
 NR0325
 NR0325.The horizontal coordinates were scaled from a topographic map and have
 NR0325.an estimated accuracy of +/- 6 seconds.
 NR0325
 NR0325.The orthometric height was determined by differential leveling
 NR0325.and adjusted by the National Geodetic Survey in June 1991..
 NR0325
 NR0325.The geoid height was determined by GEOID03.
 NR0325
 NR0325.The dynamic height is computed by dividing the NAVD 88
 NR0325.geopotential number by the normal gravity value computed on the
 NR0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0325.degrees latitude (g = 980.6199 gals.).
 NR0325
 NR0325.The modeled gravity was interpolated from observed gravity values.
 NR0325
 NR0325;                    North         East    Units  Estimated Accuracy
 NR0325;SPC WYEC     -   371,070.      481,670.      MT  (+/- 180 meters Scaled)
 NR0325
 NR0325                          SUPERSEDED SURVEY CONTROL
 NR0325
 NR0325  NGVD 29 (06/08/92) 1641.036  (m)         5383.97   (f) ADJUSTED    1 2
 NR0325
 NR0325.Superseded values are not recommended for survey control.
 NR0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0325.See file dsdata.txt to determine how the superseded data were derived.
 NR0325
 NR0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH912546(NAD 83)
 NR0325_MARKER: I = METAL ROD
 NR0325_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0325_SP_SET: STAINLESS STEEL ROD
 NR0325_STAMPING: K 364 1985
 NR0325_MARK LOGO: NGS   
 NR0325_PROJECTION: FLUSH
 NR0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0325_ROD/PIPE-DEPTH: 3.7  meters
 NR0325
 NR0325  HISTORY     - Date     Condition        Report By
 NR0325  HISTORY     - 1985     MONUMENTED       NGS
 NR0325  HISTORY     - 19920825 GOOD             USPSQD
 NR0325
 NR0325                          STATION DESCRIPTION
 NR0325
 NR0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NR0325'10.3 KM (6.4 MI) NORTH FROM CASPER.
 NR0325'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 NR0325'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 NR0325'4.40 KM (2.73 MI) NORTH ALONG THE I 25 SERVICE ROAD, IN THE SOUTHEAST
 NR0325'CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING EAST, 0.16 KM (0.10
 NR0325'MI) NORTHEAST OF THE CENTER OF THE SERVICE ROAD UNDERPASS OF I 25,
 NR0325'17.4 METERS (57 FT) EAST OF THE CENTER OF THE ROAD, 10.4 METERS (34
 NR0325'FT) SOUTH OF THE CENTER OF THE GRAVEL ROAD, 1.6 METERS (5.2 FT) SOUTH
 NR0325'OF A GUYED POWER POLE 042003 FOR A POWER LINE T JUNCTION AND 0.3 METER
 NR0325'(1 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 NR0325'HAD THROUGH A 5-INCH LOGO CAP.
 NR0325'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NR0325'THE MARK IS 1.0 M BELOW THE ROAD.
 NR0325
 NR0325                          STATION RECOVERY (1992)
 NR0325
 NR0325'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 NR0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1013 ***********************************************************************
 PY1013  DESIGNATION -  K 365
 PY1013  PID         -  PY1013
 PY1013  STATE/COUNTY-  WY/PARK
 PY1013  USGS QUAD   -  MAMMOTH (1986)
 PY1013
 PY1013                         *CURRENT SURVEY CONTROL
 PY1013  ___________________________________________________________________
 PY1013* NAD 83(1986)-  44 56 48.     (N)    110 39 02.     (W)     SCALED    
 PY1013* NAVD 88     -      1972.376  (meters)    6471.04   (feet)  ADJUSTED  
 PY1013  ___________________________________________________________________
 PY1013  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY1013  DYNAMIC HT  -        1971.312 (meters)    6467.55  (feet)  COMP
 PY1013  MODELED GRAV-     980,007.4   (mgal)                       NAVD 88
 PY1013
 PY1013  VERT ORDER  -  FIRST     CLASS II
 PY1013
 PY1013.The horizontal coordinates were scaled from a topographic map and have
 PY1013.an estimated accuracy of +/- 6 seconds.
 PY1013
 PY1013.The orthometric height was determined by differential leveling
 PY1013.and adjusted by the National Geodetic Survey in June 1991..
 PY1013
 PY1013.The geoid height was determined by GEOID03.
 PY1013
 PY1013.The dynamic height is computed by dividing the NAVD 88
 PY1013.geopotential number by the normal gravity value computed on the
 PY1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1013.degrees latitude (g = 980.6199 gals.).
 PY1013
 PY1013.The modeled gravity was interpolated from observed gravity values.
 PY1013
 PY1013;                    North         East    Units  Estimated Accuracy
 PY1013;SPC WYWC     -   495,700.      450,020.      MT  (+/- 180 meters Scaled)
 PY1013
 PY1013                          SUPERSEDED SURVEY CONTROL
 PY1013
 PY1013  NGVD 29 (08/20/92) 1971.129  (m)         6466.95   (f) ADJUSTED    1 2
 PY1013
 PY1013.Superseded values are not recommended for survey control.
 PY1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1013.See file dsdata.txt to determine how the superseded data were derived.
 PY1013
 PY1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ275770(NAD 83)
 PY1013_MARKER: DB = BENCH MARK DISK
 PY1013_SETTING: 66 = SET IN ROCK OUTCROP
 PY1013_SP_SET: BEDROCK
 PY1013_STAMPING: K 365 1987
 PY1013_MARK LOGO: NGS   
 PY1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1013+STABILITY: POSITION/ELEVATION WELL
 PY1013
 PY1013  HISTORY     - Date     Condition        Report By
 PY1013  HISTORY     - 1987     MONUMENTED       NGS
 PY1013
 PY1013                          STATION DESCRIPTION
 PY1013
 PY1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1013'5.7 KM (3.55 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1013'5.7 KM (3.55 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1013'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, ON TOP OF
 PY1013'A SMALL ROCK LEDGE NEAR THE WEST END OF A LARGE HIGHWAY CUT, 31.7 M
 PY1013'(104.0 FT) WEST OF THE WEST END OF A SMALL HIGHWAY CUT ON THE NORTH
 PY1013'SIDE OF THE HIGHWAY, AND 6.0 M (19.7 FT) SOUTH OF THE CENTERLINE OF
 PY1013'THE HIGHWAY.
 PY1013'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0992 ***********************************************************************
 PY0992  DESIGNATION -  K 366
 PY0992  PID         -  PY0992
 PY0992  STATE/COUNTY-  WY/PARK
 PY0992  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0992
 PY0992                         *CURRENT SURVEY CONTROL
 PY0992  ___________________________________________________________________
 PY0992* NAD 83(1986)-  44 50 27.     (N)    110 26 20.     (W)     SCALED    
 PY0992* NAVD 88     -      2492.598  (meters)    8177.80   (feet)  ADJUSTED  
 PY0992  ___________________________________________________________________
 PY0992  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0992  DYNAMIC HT  -        2490.977 (meters)    8172.48  (feet)  COMP
 PY0992  MODELED GRAV-     979,876.6   (mgal)                       NAVD 88
 PY0992
 PY0992  VERT ORDER  -  FIRST     CLASS II
 PY0992
 PY0992.The horizontal coordinates were scaled from a topographic map and have
 PY0992.an estimated accuracy of +/- 6 seconds.
 PY0992
 PY0992.The orthometric height was determined by differential leveling
 PY0992.and adjusted by the National Geodetic Survey in June 1991..
 PY0992
 PY0992.The geoid height was determined by GEOID03.
 PY0992
 PY0992.The dynamic height is computed by dividing the NAVD 88
 PY0992.geopotential number by the normal gravity value computed on the
 PY0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0992.degrees latitude (g = 980.6199 gals.).
 PY0992
 PY0992.The modeled gravity was interpolated from observed gravity values.
 PY0992
 PY0992;                    North         East    Units  Estimated Accuracy
 PY0992;SPC WYWC     -   483,570.      466,480.      MT  (+/- 180 meters Scaled)
 PY0992
 PY0992                          SUPERSEDED SURVEY CONTROL
 PY0992
 PY0992  NGVD 29 (08/20/92) 2491.181  (m)         8173.15   (f) ADJUSTED    1 2
 PY0992
 PY0992.Superseded values are not recommended for survey control.
 PY0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0992.See file dsdata.txt to determine how the superseded data were derived.
 PY0992
 PY0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ443654(NAD 83)
 PY0992_MARKER: DB = BENCH MARK DISK
 PY0992_SETTING: 66 = SET IN ROCK OUTCROP
 PY0992_SP_SET: BEDROCK
 PY0992_STAMPING: K 366 1987
 PY0992_MARK LOGO: NGS   
 PY0992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0992+STABILITY: POSITION/ELEVATION WELL
 PY0992
 PY0992  HISTORY     - Date     Condition        Report By
 PY0992  HISTORY     - 1987     MONUMENTED       NGS
 PY0992
 PY0992                          STATION DESCRIPTION
 PY0992
 PY0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0992'14.1 KM (8.75 MI) SOUTH FROM TOWER JUNCTION.
 PY0992'14.1 KM (8.75 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0992'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE CENTER OF
 PY0992'A 1 BY 2 FOOT ROCK LEGDE ALONG THE SOUTHWEST FACE OF A 36-FOOT
 PY0992'HIGHWAY CUT, 20.8 M (68.2 FT) NORTHEAST OF THE CENTER OF CHITTENDEN
 PY0992'ROAD, 9.7 M (31.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 PY0992'2.5 M (8.2 FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT.
 PY0992'THE MARK IS 0.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0790 ***********************************************************************
 PY0790  DESIGNATION -  K 367
 PY0790  PID         -  PY0790
 PY0790  STATE/COUNTY-  WY/TETON
 PY0790  USGS QUAD   -  CRAIG PASS (1986)
 PY0790
 PY0790                         *CURRENT SURVEY CONTROL
 PY0790  ___________________________________________________________________
 PY0790* NAD 83(1986)-  44 26 16.     (N)    110 43 30.     (W)     SCALED    
 PY0790* NAVD 88     -      2503.802  (meters)    8214.56   (feet)  ADJUSTED  
 PY0790  ___________________________________________________________________
 PY0790  GEOID HEIGHT-          -8.80  (meters)                     GEOID03
 PY0790  DYNAMIC HT  -        2502.093 (meters)    8208.95  (feet)  COMP
 PY0790  MODELED GRAV-     979,844.4   (mgal)                       NAVD 88
 PY0790
 PY0790  VERT ORDER  -  FIRST     CLASS II
 PY0790
 PY0790.The horizontal coordinates were scaled from a topographic map and have
 PY0790.an estimated accuracy of +/- 6 seconds.
 PY0790
 PY0790.The orthometric height was determined by differential leveling
 PY0790.and adjusted by the National Geodetic Survey in June 1991..
 PY0790
 PY0790.The geoid height was determined by GEOID03.
 PY0790
 PY0790.The dynamic height is computed by dividing the NAVD 88
 PY0790.geopotential number by the normal gravity value computed on the
 PY0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0790.degrees latitude (g = 980.6199 gals.).
 PY0790
 PY0790.The modeled gravity was interpolated from observed gravity values.
 PY0790
 PY0790;                    North         East    Units  Estimated Accuracy
 PY0790;SPC WY W     -   537,590.      748,920.      MT  (+/- 180 meters Scaled)
 PY0790
 PY0790                          SUPERSEDED SURVEY CONTROL
 PY0790
 PY0790  NGVD 29 (08/20/92) 2502.400  (m)         8209.96   (f) ADJUSTED    1 2
 PY0790
 PY0790.Superseded values are not recommended for survey control.
 PY0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0790.See file dsdata.txt to determine how the superseded data were derived.
 PY0790
 PY0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ218205(NAD 83)
 PY0790_MARKER: DB = BENCH MARK DISK
 PY0790_SETTING: 66 = SET IN ROCK OUTCROP
 PY0790_SP_SET: BEDROCK
 PY0790_STAMPING: K 367 1987
 PY0790_MARK LOGO: NGS   
 PY0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0790+STABILITY: POSITION/ELEVATION WELL
 PY0790
 PY0790  HISTORY     - Date     Condition        Report By
 PY0790  HISTORY     - 1987     MONUMENTED       NGS
 PY0790
 PY0790                          STATION DESCRIPTION
 PY0790
 PY0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0790'16.5 KM (10.25 MI) NW FROM WEST THUMB.
 PY0790'16.5 KM (10.25 MI) WESTERLY ALONG THE MADISON JUNCTION-WEST THUMB
 PY0790'HIGHWAY FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY
 PY0790'IN WEST THUMB, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 22.5 M
 PY0790'(73.8 FT) NORTHEAST OF THE NORTHEAST END OF A PULLOUT, 47.0 M (154.2
 PY0790'FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT, AND 7.1 M (23.3 FT)
 PY0790'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0790'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1047 ***********************************************************************
 PY1047  DESIGNATION -  K 368
 PY1047  PID         -  PY1047
 PY1047  STATE/COUNTY-  WY/PARK
 PY1047  USGS QUAD   -  LAMAR CANYON (1986)
 PY1047
 PY1047                         *CURRENT SURVEY CONTROL
 PY1047  ___________________________________________________________________
 PY1047* NAD 83(1986)-  44 55 11.     (N)    110 17 57.     (W)     SCALED    
 PY1047* NAVD 88     -      1954.188  (meters)    6411.37   (feet)  ADJUSTED  
 PY1047  ___________________________________________________________________
 PY1047  GEOID HEIGHT-          -8.20  (meters)                     GEOID03
 PY1047  DYNAMIC HT  -        1953.159 (meters)    6407.99  (feet)  COMP
 PY1047  MODELED GRAV-     980,020.3   (mgal)                       NAVD 88
 PY1047
 PY1047  VERT ORDER  -  FIRST     CLASS II
 PY1047
 PY1047.The horizontal coordinates were scaled from a topographic map and have
 PY1047.an estimated accuracy of +/- 6 seconds.
 PY1047
 PY1047.The orthometric height was determined by differential leveling
 PY1047.and adjusted by the National Geodetic Survey in June 1991..
 PY1047
 PY1047.The geoid height was determined by GEOID03.
 PY1047
 PY1047.The dynamic height is computed by dividing the NAVD 88
 PY1047.geopotential number by the normal gravity value computed on the
 PY1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1047.degrees latitude (g = 980.6199 gals.).
 PY1047
 PY1047.The modeled gravity was interpolated from observed gravity values.
 PY1047
 PY1047;                    North         East    Units  Estimated Accuracy
 PY1047;SPC WYWC     -   492,110.      477,690.      MT  (+/- 180 meters Scaled)
 PY1047
 PY1047                          SUPERSEDED SURVEY CONTROL
 PY1047
 PY1047  NGVD 29 (08/20/92) 1952.967  (m)         6407.36   (f) ADJUSTED    1 2
 PY1047
 PY1047.Superseded values are not recommended for survey control.
 PY1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1047.See file dsdata.txt to determine how the superseded data were derived.
 PY1047
 PY1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ553742(NAD 83)
 PY1047_MARKER: DB = BENCH MARK DISK
 PY1047_SETTING: 66 = SET IN ROCK OUTCROP
 PY1047_SP_SET: BEDROCK
 PY1047_STAMPING: K 368 1987
 PY1047_MARK LOGO: NGS   
 PY1047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1047+STABILITY: POSITION/ELEVATION WELL
 PY1047
 PY1047  HISTORY     - Date     Condition        Report By
 PY1047  HISTORY     - 1987     MONUMENTED       NGS
 PY1047
 PY1047                          STATION DESCRIPTION
 PY1047
 PY1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1047'10.8 KM (6.70 MI) EAST FROM TOWER JUNCTION.
 PY1047'10.8 KM (6.70 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1047'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, AT THE
 PY1047'BASE OF A VERY LARGE AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.10 MI)
 PY1047'EAST OF A HIGHWAY PULLOUT, 83.0 M (272.3 FT) WEST OF THE CENTER OF A
 PY1047'STORM DRAIN, AND 16.0 M (52.5 FT) NORTH OF THE CENTERLINE OF THE
 PY1047'HIGHWAY.
 PY1047'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0824 ***********************************************************************
 PY0824  DESIGNATION -  K 369
 PY0824  PID         -  PY0824
 PY0824  STATE/COUNTY-  WY/TETON
 PY0824  USGS QUAD   -  LEWIS CANYON (1996)
 PY0824
 PY0824                         *CURRENT SURVEY CONTROL
 PY0824  ___________________________________________________________________
 PY0824* NAD 83(1986)-  44 10 24.     (N)    110 39 45.     (W)     SCALED    
 PY0824* NAVD 88     -      2250.305  (meters)    7382.88   (feet)  ADJUSTED  
 PY0824  ___________________________________________________________________
 PY0824  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0824  DYNAMIC HT  -        2248.860 (meters)    7378.13  (feet)  COMP
 PY0824  MODELED GRAV-     979,894.8   (mgal)                       NAVD 88
 PY0824
 PY0824  VERT ORDER  -  FIRST     CLASS II
 PY0824
 PY0824.The horizontal coordinates were scaled from a topographic map and have
 PY0824.an estimated accuracy of +/- 6 seconds.
 PY0824
 PY0824.The orthometric height was determined by differential leveling
 PY0824.and adjusted by the National Geodetic Survey in June 1991..
 PY0824
 PY0824.The geoid height was determined by GEOID03.
 PY0824
 PY0824.The dynamic height is computed by dividing the NAVD 88
 PY0824.geopotential number by the normal gravity value computed on the
 PY0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0824.degrees latitude (g = 980.6199 gals.).
 PY0824
 PY0824.The modeled gravity was interpolated from observed gravity values.
 PY0824
 PY0824;                    North         East    Units  Estimated Accuracy
 PY0824;SPC WY W     -   508,170.      753,690.      MT  (+/- 180 meters Scaled)
 PY0824
 PY0824                          SUPERSEDED SURVEY CONTROL
 PY0824
 PY0824  NGVD 29 (08/20/92) 2249.019  (m)         7378.66   (f) ADJUSTED    1 2
 PY0824
 PY0824.Superseded values are not recommended for survey control.
 PY0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0824.See file dsdata.txt to determine how the superseded data were derived.
 PY0824
 PY0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP269911(NAD 83)
 PY0824_MARKER: DB = BENCH MARK DISK
 PY0824_SETTING: 66 = SET IN ROCK OUTCROP
 PY0824_SP_SET: BEDROCK
 PY0824_STAMPING: K 369 1987
 PY0824_MARK LOGO: NGS   
 PY0824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0824+STABILITY: POSITION/ELEVATION WELL
 PY0824
 PY0824  HISTORY     - Date     Condition        Report By
 PY0824  HISTORY     - 1987     MONUMENTED       NGS
 PY0824
 PY0824                          STATION DESCRIPTION
 PY0824
 PY0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0824'9.6 KM (5.95 MI) NORTH FROM FLAGG RANCH.
 PY0824'9.6 KM (5.95 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0824'FLAGG RANCH HEADQUARTERS, IN AN AREA OF OUTCROPPING BEDROCK ON TOP OF
 PY0824'A SMALL HIGHWAY CUT, 28.0 M (91.9 FT) SOUTH OF THE NORTH END OF THE
 PY0824'CUT, AND 8.2 M (26.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0824'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0293 ***********************************************************************
 PW0293  DESIGNATION -  K 37
 PW0293  PID         -  PW0293
 PW0293  STATE/COUNTY-  WY/WASHAKIE
 PW0293  USGS QUAD   -  MEADOWLARK LAKE (1993)
 PW0293
 PW0293                         *CURRENT SURVEY CONTROL
 PW0293  ___________________________________________________________________
 PW0293* NAD 83(1986)-  44 10 04.     (N)    107 15 00.     (W)     SCALED    
 PW0293* NAVD 88     -      2442.351  (meters)    8012.95   (feet)  ADJUSTED  
 PW0293  ___________________________________________________________________
 PW0293  GEOID HEIGHT-          -8.77  (meters)                     GEOID03
 PW0293  DYNAMIC HT  -        2440.879 (meters)    8008.12  (feet)  COMP
 PW0293  MODELED GRAV-     979,925.3   (mgal)                       NAVD 88
 PW0293
 PW0293  VERT ORDER  -  FIRST     CLASS II
 PW0293
 PW0293.The horizontal coordinates were scaled from a topographic map and have
 PW0293.an estimated accuracy of +/- 6 seconds.
 PW0293
 PW0293.The orthometric height was determined by differential leveling
 PW0293.and adjusted by the National Geodetic Survey in June 1991..
 PW0293
 PW0293.The geoid height was determined by GEOID03.
 PW0293
 PW0293.The dynamic height is computed by dividing the NAVD 88
 PW0293.geopotential number by the normal gravity value computed on the
 PW0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0293.degrees latitude (g = 980.6199 gals.).
 PW0293
 PW0293.The modeled gravity was interpolated from observed gravity values.
 PW0293
 PW0293;                    North         East    Units  Estimated Accuracy
 PW0293;SPC WYEC     -   507,390.      406,670.      MT  (+/- 180 meters Scaled)
 PW0293
 PW0293                          SUPERSEDED SURVEY CONTROL
 PW0293
 PW0293  NGVD 29 (??/??/92) 2441.397  (m)         8009.82   (f) ADJ UNCH    1 2
 PW0293
 PW0293.Superseded values are not recommended for survey control.
 PW0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0293.See file dsdata.txt to determine how the superseded data were derived.
 PW0293
 PW0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ201929(NAD 83)
 PW0293_MARKER: DB = BENCH MARK DISK
 PW0293_SETTING: 66 = SET IN ROCK OUTCROP
 PW0293_SP_SET: GRANITE ROCK
 PW0293_STAMPING: K 37 1934
 PW0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0293+STABILITY: POSITION/ELEVATION WELL
 PW0293
 PW0293  HISTORY     - Date     Condition        Report By
 PW0293  HISTORY     - 1934     MONUMENTED       CGS
 PW0293  HISTORY     - 1967     GOOD             USGS
 PW0293
 PW0293                          STATION DESCRIPTION
 PW0293
 PW0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0293'17.6 MI NE FROM TEN SLEEP.
 PW0293'17.6 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0293'COUNTY, IN TEN SLEEP CANYON, 135.0 FEET NORTHEAST OF THE NORTHEAST END
 PW0293'OF THE BRIDGE OVER THE WEST FORK OF TEN SLEEP CREEK, IN THE SMALL
 PW0293'TRIANGLE AT THE JUNCTION WITH A SIDE ROAD, 79.6 FEET NORTHWEST OF THE
 PW0293'NORTHEAST CORNER OF WELSHS STORE AND FILLING STATION, AND IN THE TOP
 PW0293'OF A GRANITE ROCK.  A STANDARD DISK, STAMPED K 37 1934.
 PW0293
 PW0293                          STATION RECOVERY (1967)
 PW0293
 PW0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0630 ***********************************************************************
 PV0630  FBN         -  This is a Federal Base Network Control Station.
 PV0630  DESIGNATION -  K 370
 PV0630  PID         -  PV0630
 PV0630  STATE/COUNTY-  WY/CAMPBELL
 PV0630  USGS QUAD   -  SUNDANCE EAST (1984)
 PV0630
 PV0630                         *CURRENT SURVEY CONTROL
 PV0630  ___________________________________________________________________
 PV0630* NAD 83(1993)-  44 27 07.69755(N)    104 16 47.33429(W)     ADJUSTED  
 PV0630* NAVD 88     -      1372.816  (meters)    4503.98   (feet)  ADJUSTED  
 PV0630  ___________________________________________________________________
 PV0630  X           -  -1,125,105.204 (meters)                     COMP
 PV0630  Y           -  -4,420,469.470 (meters)                     COMP
 PV0630  Z           -   4,445,045.037 (meters)                     COMP
 PV0630  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 PV0630  ELLIP HEIGHT-        1359.12  (meters)          (06/21/01) GPS OBS
 PV0630  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 PV0630  DYNAMIC HT  -        1372.309 (meters)    4502.32  (feet)  COMP
 PV0630  MODELED GRAV-     980,199.5   (mgal)                       NAVD 88
 PV0630
 PV0630  HORZ ORDER  -  A
 PV0630  VERT ORDER  -  FIRST     CLASS II
 PV0630  ELLP ORDER  -  FOURTH    CLASS II
 PV0630
 PV0630.The horizontal coordinates were established by GPS observations
 PV0630.and adjusted by the National Geodetic Survey in October 1994..
 PV0630
 PV0630.The orthometric height was determined by differential leveling
 PV0630.and adjusted by the National Geodetic Survey in September 1993..
 PV0630
 PV0630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PV0630
 PV0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0630
 PV0630.The ellipsoidal height was determined by GPS observations
 PV0630.and is referenced to NAD 83.
 PV0630
 PV0630.The geoid height was determined by GEOID03.
 PV0630
 PV0630.The dynamic height is computed by dividing the NAVD 88
 PV0630.geopotential number by the normal gravity value computed on the
 PV0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0630.degrees latitude (g = 980.6199 gals.).
 PV0630
 PV0630.The modeled gravity was interpolated from observed gravity values.
 PV0630
 PV0630;                    North         East     Units Scale Factor Converg.
 PV0630;SPC WY E     -   439,368.841   270,584.241   MT  0.99999875   +0 37 16.0
 PV0630;UTM  13      - 4,922,345.033   557,299.930   MT  0.99964038   +0 30 15.7
 PV0630
 PV0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0630!SPC WY E     -   0.99978694  x   0.99999875  =   0.99978569
 PV0630!UTM  13      -   0.99978694  x   0.99964038  =   0.99942740
 PV0630
 PV0630                          SUPERSEDED SURVEY CONTROL
 PV0630
 PV0630  ELLIP H (07/24/97) 1359.12   (m)                       GP(       ) 1 1
 PV0630  ELLIP H (10/19/94) 1359.20   (m)                       GP(       ) 3 1
 PV0630  NAVD 88 (10/19/94) 1372.82   (m)         4504.0    (f) LEVELING    3  
 PV0630
 PV0630.Superseded values are not recommended for survey control.
 PV0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0630.See file dsdata.txt to determine how the superseded data were derived.
 PV0630
 PV0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK5730022345(NAD 83)
 PV0630_MARKER: I = METAL ROD
 PV0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0630_SP_SET: METAL ROD DRIVEN INTO GROUND
 PV0630_STAMPING: K 370 1991
 PV0630_MARK LOGO: NGS   
 PV0630_PROJECTION: FLUSH
 PV0630_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0630+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2002
 PV0630
 PV0630  HISTORY     - Date     Condition        Report By
 PV0630  HISTORY     - 1991     MONUMENTED       NGS
 PV0630  HISTORY     - 19931007 GOOD             NGS
 PV0630  HISTORY     - 19960520 GOOD             NGS
 PV0630  HISTORY     - 19961012 GOOD             NGS
 PV0630  HISTORY     - 19990901 GOOD             WYDT
 PV0630  HISTORY     - 19991006 GOOD             NGS
 PV0630  HISTORY     - 20020516 GOOD             SDDT
 PV0630
 PV0630                          STATION DESCRIPTION
 PV0630
 PV0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0630'9.6 KM (5.95 MI) EASTERLY ALONG CLEVELAND STREET AND AN INTERSTATE
 PV0630'HIGHWAY 90 FRONTAGE ROAD FROM THE COURTHOUSE IN SUNDANCE, A METAL ROD
 PV0630'DRIVEN 1.3 M AND FLUSH WITH THE GROUND, 49.6 M (162.7 FT) NORTHEAST
 PV0630'OF A T-FENCE CORNER, 30.0 M (98.4 FT) NORTHWEST OF AND LEVEL WITH THE
 PV0630'CENTERLINE OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS
 PV0630'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PV0630'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 PV0630
 PV0630                          STATION RECOVERY (1993)
 PV0630
 PV0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 PV0630'THE STATION IS LOCATED ABOUT 22 KM (13.65 MI) WEST OF THE SOUTH DAKOTA
 PV0630'BORDER, 9 KM (5.60 MI) EAST OF SUNDANCE, ON THE NORTHWEST FACE OF A
 PV0630'ROUNDED GRASSY HILL ALONG THE NORTH RIGHT-OF-WAY OF A FRONTAGE ROAD
 PV0630'ALONG INTERSTATE HIGHWAY 90.  OWNERSHIP--WYOMING DEPARTMENT OF
 PV0630'TRANSPORTATION. TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 PV0630'INTERSTATE HIGHWAY 90 AND BUSINESS HIGHWAY 90 (EXIT 189), AT THE PORT
 PV0630'OF ENTRY ON THE EAST SIDE OF SUNDANCE, GO EASTERLY ON HIGHWAY 90 FOR
 PV0630'4.14 KM (2.55 MI) TO THE EXIT RAMP FOR MOSKEE ROAD (EXIT 191).  BEAR
 PV0630'RIGHT, NORTHEAST, ON THE EXIT RAMP FOR 0.51 KM (0.30 MI) TO THE
 PV0630'JUNCTION OF MOSKEE ROAD. TURN LEFT, NORTHWEST, ON THE PAVED ROAD,
 PV0630'PASSING UNDER HIGHWAY 90 FOR 0.21 KM (0.15 MI) TO THE FRONTAGE ROAD.
 PV0630'TURN RIGHT, NORTHEAST, ON THE FRONTAGE ROAD FOR 1.89 KM (1.15 MI) TO
 PV0630'THE STATION ON THE LEFT 0.04 KM (0.00 MI) BEFORE MILE MARKER 14. THE
 PV0630'STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A 2.5
 PV0630'CM GREASE FILLEDE SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 PV0630'A LOGO CAP SET FLUSH WITH THE GROUND.  IT IS 49.6 M (162.7 FT)
 PV0630'NORTHEAST OF A T-FENCE CORNER, 30.0 M (98.4 FT) NORTHWEST OF, AND
 PV0630'LEVEL WITH THE ROAD CENTER, AND 0.5 M (1.6 FT) SOUTHEAST OF A
 PV0630'FIBERGLASS WITNESS POST IN THE FENCE. DESCRIBED BY D.G. AUG
 PV0630
 PV0630                          STATION RECOVERY (1996)
 PV0630
 PV0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 PV0630'THE STATION IS LOCATED ABOUT 22 KM (13.65 MI) WEST OF THE SOUTH DAKOTA
 PV0630'BORDER, 9 KM (5.60 MI) EAST OF SUNDANCE, ON THE NORTHWEST FACE OF A
 PV0630'ROUNDED GRASSY HILL ALONG THE NORTH RIGHT-OF-WAY OF A FRONTAGE ROAD
 PV0630'ALONG INTERSTATE HIGHWAY 90.  OWNERSHIP--WYOMING DEPARTMENT OF
 PV0630'TRANSPORTATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 PV0630'INTERSTATE HIGHWAY 90 AND BUSINESS HIGHWAY 90 (EXIT 189) , AT THE PORT
 PV0630'OF ENTRY ON THE EAST SIDE OF SUNDANCE, GO EASTERLY ON HIGHWAY 90 FOR
 PV0630'4.14 KM (2.55 MI) TO THE EXIT RAMP FOR MOSKEE ROAD (EXIT 191) . BEAR
 PV0630'RIGHT, NORTHEAST, ON THE EXIT RAMP FOR 0.51 KM (0.30 MI) TO THE
 PV0630'JUNCTION OF MOSKEE ROAD.  TURN LEFT, NORTHWEST, ON THE PAVED ROAD,
 PV0630'PASSING UNDER HIGHWAY 90 FOR 0.21 KM (0.15 MI) TO THE FRONTAGE ROAD.
 PV0630'TURN RIGHT, NORTHEAST, ON THE FRONTAGE ROAD FOR 1.89 KM (1.15 MI) TO
 PV0630'THE STATION ON THE LEFT 0.04 KM (0.00 MI) BEFORE MILE MARKER 14.  THE
 PV0630'STATION IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A 2.5
 PV0630'CM GREASE FILLEDE SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 PV0630'A LOGO CAP SET FLUSH WITH THE GROUND.  IT IS 49.6 M (162.7 FT)
 PV0630'NORTHEAST OF A T-FENCE CORNER, 30.0 M (98.4 FT) NORTHWEST OF, AND
 PV0630'LEVEL WITH THE ROAD CENTER, AND 0.5 M (1.6 FT) SOUTHEAST OF A
 PV0630'FIBERGLASS WITNESS POST IN THE FENCE.
 PV0630
 PV0630                          STATION RECOVERY (1996)
 PV0630
 PV0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 PV0630'THE STATION IS LOCATED ABOUT 22.0 KM (13.65 MI) WEST OF THE SOUTH
 PV0630'DAKOTA/WYOMING STATE LINE, 9.0 KM (5.60 MI) EAST OF SUNDANCE, ON A
 PV0630'GRASSY HILL ON A FRONTAGE ROAD OF INTERSTATE HIGHWAY 90.
 PV0630'OWNERSHIP--THE STATE OF WYOMING.  TO REACH THE STATION FROM THE
 PV0630'JUNCTION OF INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 90 BUSINESS
 PV0630'(EXIT 189) AT THE PORT OF ENTRY ON THE EAST SIDE OF SUNDANCE, GO EAST
 PV0630'ON INTERSTATE HIGHWAY 90 FOR 4.14 KM (2.55 MI) TO THE OFF-RAMP AT EXIT
 PV0630'191 FOR MOSKEE ROAD, BEAR RIGHT ON THE EXIT RAMP FOR 0.51 KM (0.30 MI)
 PV0630'TO THE JUNCTION OF MOSKEE ROAD, TURN LEFT AND GO NORTHWEST ON THE
 PV0630'PAVED ROAD PASSING UNDER THE INTERSTATE HIGHWAY FOR 0.21 KM (0.15 MI)
 PV0630'TO A FRONTAGE ROAD, TURN RIGHT AND GO NORTHEAST ON THE FRONTAGE ROAD
 PV0630'FOR 1.89 KM (1.15 MI) TO THE STATION ON THE LEFT, 0.4 KM (0.25 MI)
 PV0630'BEFORE MILEPOST 14.  THE STATION IS LOCATED 49.6 M (162.7 FT)
 PV0630'NORTHEAST OF A T-FENCE CORNER, 30.0 M (98.4 FT) NORTHWEST OF AND LEVEL
 PV0630'WITH THE ROAD CENTER, AND 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST
 PV0630'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 PV0630'CAP.
 PV0630
 PV0630                          STATION RECOVERY (1999)
 PV0630
 PV0630'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (MFP)
 PV0630'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 PV0630'307-777-3819.  THE STATION WAS NOT RECOVERED IN THE FIELD.  IN THE
 PV0630'STATE/COUNTY SECTION OF THE NGS DATA SHEET THE FOLLOWING ERROR WAS
 PV0630'NOTED, THE COUNTY SHOULD BE CROOK VERSUS CAMPBELL.
 PV0630
 PV0630                          STATION RECOVERY (1999)
 PV0630
 PV0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PV0630'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION IS
 PV0630'LOCATED ABOUT 22.0 KM (13.65 MI) WEST OF THE SOUTH DAKOTA/WYOMING
 PV0630'STATE LINE, 9.0 KM (5.60 MI) EAST OF SUNDANCE, ON A GRASSY HILL ON A
 PV0630'FRONTAGE ROAD OF INTERSTATE HIGHWAY 90.  OWNERSHIP-- STATE OF WYOMING
 PV0630'HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF
 PV0630'INTERSTATE HIGHWAY 90 AND INTERSTATE HIGHWAY 90 BUSINESS (EXIT 189) AT
 PV0630'THE PORT OF ENTRY ON THE EAST SIDE OF SUNDANCE, GO EAST ON INTERSTATE
 PV0630'HIGHWAY 90 FOR 4.14 KM (2.55 MI) TO THE OFF-RAMP AT EXIT 191 FOR
 PV0630'MOSKEE ROAD, BEAR RIGHT ON THE EXIT RAMP FOR 0.51 KM (0.30 MI) TO THE
 PV0630'JUNCTION OF MOSKEE ROAD, TURN LEFT AND GO NORTHWEST ON THE PAVED ROAD
 PV0630'PASSING BACK UNDER THE INTERSTATE HIGHWAY FOR 0.21 KM (0.15 MI) TO A
 PV0630'FRONTAGE ROAD, TURN RIGHT AND GO NORTHEAST ON THE FRONTAGE ROAD FOR
 PV0630'1.89 KM (1.15 MI) TO THE STATION ON THE LEFT 0.16 KM (0.10 MI) BEFORE
 PV0630'MILEPOST 14.  IT IS, 166.7 FT (50.8 M) NORTHEAST OF A T-FENCE CORNER,
 PV0630'96.5 FT (29.4 M) NORTHWEST OF THE FRONTAGE ROAD CENTERLINE, 2.2 FT
 PV0630'(0.7 M) SOUTHEAST OF A FENCELINE, AND 1.9 FT (0.6 M) EAST-NORTHEAST OF
 PV0630'TWO FIBERGLASS WITNESS POSTS.  THE STATION IS PROTECTED BY TWO 3 FT
 PV0630'(0.9 M) TALL WOODEN POSTS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 PV0630'A 5-INCH LOGO CAP.  DESCRIBED BY V.C. PICZAK.
 PV0630
 PV0630                          STATION RECOVERY (2002)
 PV0630
 PV0630'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 PV0630'RECOVERED AS DESCRIBED
 PV0630'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0081 ***********************************************************************
 PW0081  FBN         -  This is a Federal Base Network Control Station.
 PW0081  DESIGNATION -  K 38
 PW0081  PID         -  PW0081
 PW0081  STATE/COUNTY-  WY/JOHNSON
 PW0081  USGS QUAD   -  BUFFALO (1970)
 PW0081
 PW0081                         *CURRENT SURVEY CONTROL
 PW0081  ___________________________________________________________________
 PW0081* NAD 83(1993)-  44 20 19.69087(N)    106 44 16.18331(W)     ADJUSTED  
 PW0081* NAVD 88     -      1512.298  (meters)    4961.60   (feet)  ADJUSTED  
 PW0081  ___________________________________________________________________
 PW0081  X           -  -1,316,218.900 (meters)                     COMP
 PW0081  Y           -  -4,376,685.377 (meters)                     COMP
 PW0081  Z           -   4,436,143.039 (meters)                     COMP
 PW0081  LAPLACE CORR-         -25.38  (seconds)                    DEFLEC99
 PW0081  ELLIP HEIGHT-        1500.12  (meters)          (02/28/01) GPS OBS
 PW0081  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 PW0081  DYNAMIC HT  -        1511.589 (meters)    4959.27  (feet)  COMP
 PW0081  MODELED GRAV-     980,096.2   (mgal)                       NAVD 88
 PW0081
 PW0081  HORZ ORDER  -  B
 PW0081  VERT ORDER  -  FIRST     CLASS II
 PW0081  ELLP ORDER  -  SECOND    CLASS I
 PW0081
 PW0081.The horizontal coordinates were established by GPS observations
 PW0081.and adjusted by the National Geodetic Survey in October 1994..
 PW0081
 PW0081.The orthometric height was determined by differential leveling
 PW0081.and adjusted by the National Geodetic Survey in June 1991..
 PW0081
 PW0081.Photographs are available for this station.
 PW0081
 PW0081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PW0081
 PW0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0081
 PW0081.The ellipsoidal height was determined by GPS observations
 PW0081.and is referenced to NAD 83.
 PW0081
 PW0081.The geoid height was determined by GEOID03.
 PW0081
 PW0081.The dynamic height is computed by dividing the NAVD 88
 PW0081.geopotential number by the normal gravity value computed on the
 PW0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0081.degrees latitude (g = 980.6199 gals.).
 PW0081
 PW0081.The modeled gravity was interpolated from observed gravity values.
 PW0081
 PW0081;                    North         East     Units Scale Factor Converg.
 PW0081;SPC WYEC     -   526,565.730   447,487.578   MT  0.99996522   +0 24 58.3
 PW0081;UTM  13      - 4,910,972.633   361,465.902   MT  0.99983602   -1 12 53.1
 PW0081
 PW0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0081!SPC WYEC     -   0.99976484  x   0.99996522  =   0.99973007
 PW0081!UTM  13      -   0.99976484  x   0.99983602  =   0.99960090
 PW0081
 PW0081                          SUPERSEDED SURVEY CONTROL
 PW0081
 PW0081  ELLIP H (10/19/94) 1500.15   (m)                       GP(       ) 4 1
 PW0081  NAVD 88 (10/19/94) 1512.30   (m)         4961.6    (f) LEVELING    3  
 PW0081  NGVD 29 (??/??/92) 1511.493  (m)         4958.96   (f) ADJ UNCH    1 2
 PW0081
 PW0081.Superseded values are not recommended for survey control.
 PW0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0081.See file dsdata.txt to determine how the superseded data were derived.
 PW0081
 PW0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK6146610973(NAD 83)
 PW0081_MARKER: DB = BENCH MARK DISK
 PW0081_SETTING: 66 = SET IN ROCK OUTCROP
 PW0081_STAMPING: K 38 1934
 PW0081_MARK LOGO: CGS   
 PW0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0081+STABILITY: POSITION/ELEVATION WELL
 PW0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0081+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1999
 PW0081
 PW0081  HISTORY     - Date     Condition        Report By
 PW0081  HISTORY     - 1934     MONUMENTED       CGS
 PW0081  HISTORY     - 19931029 GOOD             NGS
 PW0081  HISTORY     - 19990725 GOOD             NGS
 PW0081
 PW0081                          STATION DESCRIPTION
 PW0081
 PW0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0081'2.3 MI SW FROM BUFFALO.
 PW0081'2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0081'COUNTY, 187 FEET SOUTHWEST OF THE CENTER OF THE INTESECTION WITH THE
 PW0081'ROAD LEADING TO THE WYOMING SOLDIERS AND SAILORS HOME, IN A FIELD
 PW0081'OWNED BY THAT INSTITUTION, 123 FEET WEST OF THE CENTERLINE OF THE
 PW0081'ROAD, 131.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 PW0081'TOP OF A GRANITE BOULDER.  A STANDARD DISK, STAMPED K 38 1934.
 PW0081
 PW0081                          STATION RECOVERY (1993)
 PW0081
 PW0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 PW0081'STATION IS LOCATED ABOUT 3 KM (1.85 MI) WEST-SOUTHWEST OF BUFFALO,
 PW0081'ALONG US HIGHWAY 16, AT MILE 90.0, IN A LARGE FIELD ON THE WEST SIDE
 PW0081'OF THE ENTRANCE ROAD LEADING INTO THE STATE VETERANS HOME OF WYOMING,
 PW0081'IN THE NORTHWEST 1/4 OF SECTION 4, T 50 N, R 82 W.  OWNERSHIP--STATE
 PW0081'OF WYOMING. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 PW0081'HIGHWAY 25 AND US HIGHWAY 16 (EXIT 299) ON THE EAST SIDE OF BUFFALO,
 PW0081'GO WEST ON HIGHWAY 16 FOR 0.96 KM (0.60 MI) TO A T-JUNCTION.  TURN
 PW0081'LEFT, SOUTH, ON HIGHWAY 16 FOR 0.67 KM (0.40 MI) TO A ROAD RIGHT.
 PW0081'TURN RIGHT, WEST, ON HIGHWAY 16 FOR 3.40 KM (2.10 MI) TO A PAVED ROAD
 PW0081'LEFT AT TOP OF HILL AND STATION ON THE LEFT. STATION MARK IS SET IN
 PW0081'THE TOP OF AN 0.8 M (2.6 FT) X 1.7 M (5.6 FT) X 0.3 M (1.0 FT) HIGH
 PW0081'ROUNDED OUTCROP.  IT IS 34.3 M (112.5 FT) SOUTH OF, AND 1.5 M (4.9 FT)
 PW0081'LOWER THAN THE HIGHWAY CENTER, 37.9 M (124.3 FT) WEST OF THE CENTER OF
 PW0081'THE ENTRANCE ROAD, 13.0 M (42.7 FT) SOUTH OF A FIBERGLASS WITNESS POST
 PW0081'IN THE RIGHT-OF-WAY FENCE, 25.3 M (83.0 FT) WEST-NORTHWEST OF A
 PW0081'T-FENCE CORNER, AND 34.6 M (113.5 FT) SOUTHEAST OF A UTILITY POLE.
 PW0081'DESCRIBED BY G.R.HEID
 PW0081
 PW0081                          STATION RECOVERY (1999)
 PW0081
 PW0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PW0081'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 PW0081'CONDITION AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0102 ***********************************************************************
 PW0102  DESIGNATION -  K 39
 PW0102  PID         -  PW0102
 PW0102  STATE/COUNTY-  WY/JOHNSON
 PW0102  USGS QUAD   -  T A RANCH (1970)
 PW0102
 PW0102                         *CURRENT SURVEY CONTROL
 PW0102  ___________________________________________________________________
 PW0102* NAD 83(1986)-  44 10 37.     (N)    106 41 53.     (W)     SCALED    
 PW0102* NAVD 88     -      1506.442  (meters)    4942.39   (feet)  ADJUSTED  
 PW0102  ___________________________________________________________________
 PW0102  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 PW0102  DYNAMIC HT  -        1505.710 (meters)    4939.98  (feet)  COMP
 PW0102  MODELED GRAV-     980,079.5   (mgal)                       NAVD 88
 PW0102
 PW0102  VERT ORDER  -  SECOND    CLASS 0
 PW0102
 PW0102.The horizontal coordinates were scaled from a topographic map and have
 PW0102.an estimated accuracy of +/- 6 seconds.
 PW0102
 PW0102.The orthometric height was determined by differential leveling
 PW0102.and adjusted by the National Geodetic Survey in June 1991..
 PW0102
 PW0102.The geoid height was determined by GEOID03.
 PW0102
 PW0102.The dynamic height is computed by dividing the NAVD 88
 PW0102.geopotential number by the normal gravity value computed on the
 PW0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0102.degrees latitude (g = 980.6199 gals.).
 PW0102
 PW0102.The modeled gravity was interpolated from observed gravity values.
 PW0102
 PW0102;                    North         East    Units  Estimated Accuracy
 PW0102;SPC WYEC     -   508,610.      450,800.      MT  (+/- 180 meters Scaled)
 PW0102
 PW0102                          SUPERSEDED SURVEY CONTROL
 PW0102
 PW0102  NGVD 29 (??/??/92) 1505.617  (m)         4939.68   (f) ADJ UNCH    2 0
 PW0102
 PW0102.Superseded values are not recommended for survey control.
 PW0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0102.See file dsdata.txt to determine how the superseded data were derived.
 PW0102
 PW0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ642929(NAD 83)
 PW0102_MARKER: DB = BENCH MARK DISK
 PW0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0102_STAMPING: K 39 1934
 PW0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0102+STABILITY: SURFACE MOTION
 PW0102
 PW0102  HISTORY     - Date     Condition        Report By
 PW0102  HISTORY     - 1934     MONUMENTED       CGS
 PW0102  HISTORY     - 1946     GOOD             NGS
 PW0102
 PW0102                          STATION DESCRIPTION
 PW0102
 PW0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 PW0102'11.8 MI S FROM BUFFALO.
 PW0102'11.8 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM BUFFALO, JOHNSON COUNTY,
 PW0102'0.7 MILE SOUTH OF THE INTERSECTION WITH THE SIDE ROAD LEADING TO
 PW0102'KLONDIKE RANCH, 0.3 MILE NORTH OF THE NORTH CRAZY WOMAN CREEK, 0.2
 PW0102'MILE NORTH OF KELLY CREEK, 47.8 FEET EAST OF THE CENTERLINE OF THE
 PW0102'HIGHWAY, AND 1.6 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED K 39
 PW0102'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0170 ***********************************************************************
 PW0170  DESIGNATION -  K 4
 PW0170  PID         -  PW0170
 PW0170  STATE/COUNTY-  WY/SHERIDAN
 PW0170  USGS QUAD   -  ULM (1970)
 PW0170
 PW0170                         *CURRENT SURVEY CONTROL
 PW0170  ___________________________________________________________________
 PW0170* NAD 83(1986)-  44 38 34.     (N)    106 32 10.     (W)     SCALED    
 PW0170* NAVD 88     -      1302.059  (meters)    4271.84   (feet)  ADJUSTED  
 PW0170  ___________________________________________________________________
 PW0170  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 PW0170  DYNAMIC HT  -        1301.517 (meters)    4270.06  (feet)  COMP
 PW0170  MODELED GRAV-     980,156.0   (mgal)                       NAVD 88
 PW0170
 PW0170  VERT ORDER  -  FIRST     CLASS II
 PW0170
 PW0170.The horizontal coordinates were scaled from a topographic map and have
 PW0170.an estimated accuracy of +/- 6 seconds.
 PW0170
 PW0170.The orthometric height was determined by differential leveling
 PW0170.and adjusted by the National Geodetic Survey in June 1991..
 PW0170
 PW0170.The geoid height was determined by GEOID03.
 PW0170
 PW0170.The dynamic height is computed by dividing the NAVD 88
 PW0170.geopotential number by the normal gravity value computed on the
 PW0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0170.degrees latitude (g = 980.6199 gals.).
 PW0170
 PW0170.The modeled gravity was interpolated from observed gravity values.
 PW0170
 PW0170;                    North         East    Units  Estimated Accuracy
 PW0170;SPC WYEC     -   560,480.      463,240.      MT  (+/- 180 meters Scaled)
 PW0170
 PW0170                          SUPERSEDED SURVEY CONTROL
 PW0170
 PW0170  NGVD 29 (??/??/92) 1301.298  (m)         4269.34   (f) ADJ UNCH    1 2
 PW0170
 PW0170.Superseded values are not recommended for survey control.
 PW0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0170.See file dsdata.txt to determine how the superseded data were derived.
 PW0170
 PW0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK781444(NAD 83)
 PW0170_MARKER: B = BOLT
 PW0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0170_SP_SET: CULVERT
 PW0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0170
 PW0170  HISTORY     - Date     Condition        Report By
 PW0170  HISTORY     - UNK      MONUMENTED       CGS
 PW0170  HISTORY     - 1957     GOOD             NGS
 PW0170  HISTORY     - 1970     MARK NOT FOUND   USGS
 PW0170
 PW0170                          STATION DESCRIPTION
 PW0170
 PW0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0170'8.5 MI W FROM CLEARMONT.
 PW0170'8.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0170'THE STATION AT CLEARMONT, IN THE TOP OF THE EAST END OF THE NORTH
 PW0170'HEADWALL OF THE EAST ONE OF TWO 6X6-FOOT CONCRETE CULVERTS NUMBER
 PW0170'669.22, 10 FEET NORTH OF THE NORTH RAIL, AND ABOUT 4 FEET BELOW THE
 PW0170'LEVEL OF THE TRACK.
 PW0170
 PW0170                          STATION RECOVERY (1970)
 PW0170
 PW0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PW0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0072 ***********************************************************************
 OV0072  DESIGNATION -  K 40
 OV0072  PID         -  OV0072
 OV0072  STATE/COUNTY-  WY/JOHNSON
 OV0072  USGS QUAD   -  WALL CREEK (1981)
 OV0072
 OV0072                         *CURRENT SURVEY CONTROL
 OV0072  ___________________________________________________________________
 OV0072* NAD 83(1986)-  43 34 41.     (N)    106 30 45.     (W)     SCALED    
 OV0072* NAVD 88     -      1483.235  (meters)    4866.25   (feet)  ADJUSTED  
 OV0072  ___________________________________________________________________
 OV0072  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 OV0072  DYNAMIC HT  -        1482.459 (meters)    4863.70  (feet)  COMP
 OV0072  MODELED GRAV-     980,044.1   (mgal)                       NAVD 88
 OV0072  OBS GRAVITY -     980,044.3   (mgal)                       GRAV_OBS
 OV0072
 OV0072  VERT ORDER  -  SECOND    CLASS 0
 OV0072
 OV0072.The horizontal coordinates were scaled from a topographic map and have
 OV0072.an estimated accuracy of +/- 6 seconds.
 OV0072
 OV0072.The orthometric height was determined by differential leveling
 OV0072.and adjusted by the National Geodetic Survey in June 1991..
 OV0072
 OV0072.The geoid height was determined by GEOID03.
 OV0072
 OV0072.The dynamic height is computed by dividing the NAVD 88
 OV0072.geopotential number by the normal gravity value computed on the
 OV0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0072.degrees latitude (g = 980.6199 gals.).
 OV0072
 OV0072.The modeled gravity was interpolated from observed gravity values.
 OV0072.The observed gravity was obtained from relative gravimeter ties
 OV0072.to the IGSN71 gravity network.
 OV0072
 OV0072;                    North         East    Units  Estimated Accuracy
 OV0072;SPC WYEC     -   442,200.      466,300.      MT  (+/- 180 meters Scaled)
 OV0072
 OV0072                          SUPERSEDED SURVEY CONTROL
 OV0072
 OV0072  NGVD 29 (??/??/92) 1482.433  (m)         4863.62   (f) ADJ UNCH    2 0
 OV0072
 OV0072.Superseded values are not recommended for survey control.
 OV0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0072.See file dsdata.txt to determine how the superseded data were derived.
 OV0072
 OV0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ778261(NAD 83)
 OV0072_MARKER: DB = BENCH MARK DISK
 OV0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0072_STAMPING: K 40 1934
 OV0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0072+STABILITY: SURFACE MOTION
 OV0072
 OV0072  HISTORY     - Date     Condition        Report By
 OV0072  HISTORY     - 1934     MONUMENTED       CGS
 OV0072  HISTORY     - 1946     GOOD             NGS
 OV0072
 OV0072                          STATION DESCRIPTION
 OV0072
 OV0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0072'12.0 MI S FROM KAYCEE.
 OV0072'12.0 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY,
 OV0072'6.6 MILES NORTH OF THE JOHNSON NATRONA COUNTY LINE, 0.6 MILE SOUTH OF
 OV0072'THE ROBERT RANCH, 12.0 FEET NORTH OF THE ENTRANCE TO THE STOCK BARN,
 OV0072'47.1 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.9 FEET WEST OF
 OV0072'A FENCE.  A STANDARD DISK, STAMPED K 40 1934 AND SET IN THE TOP OF A
 OV0072'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0177 ***********************************************************************
 OX0177  DESIGNATION -  K 41
 OX0177  PID         -  OX0177
 OX0177  STATE/COUNTY-  WY/TETON
 OX0177  USGS QUAD   -  MORAN (1996)
 OX0177
 OX0177                         *CURRENT SURVEY CONTROL
 OX0177  ___________________________________________________________________
 OX0177* NAD 83(1986)-  43 49 24.     (N)    110 36 55.     (W)     SCALED    
 OX0177* NAVD 88     -      2102.055  (meters)    6896.49   (feet)  ADJUSTED  
 OX0177  ___________________________________________________________________
 OX0177  GEOID HEIGHT-          -9.01  (meters)                     GEOID03
 OX0177  DYNAMIC HT  -        2100.636 (meters)    6891.84  (feet)  COMP
 OX0177  MODELED GRAV-     979,868.6   (mgal)                       NAVD 88
 OX0177
 OX0177  VERT ORDER  -  SECOND    CLASS 0
 OX0177
 OX0177.The horizontal coordinates were scaled from a topographic map and have
 OX0177.an estimated accuracy of +/- 6 seconds.
 OX0177
 OX0177.The orthometric height was determined by differential leveling
 OX0177.and adjusted by the National Geodetic Survey in June 1991..
 OX0177
 OX0177.The geoid height was determined by GEOID03.
 OX0177
 OX0177.The dynamic height is computed by dividing the NAVD 88
 OX0177.geopotential number by the normal gravity value computed on the
 OX0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0177.degrees latitude (g = 980.6199 gals.).
 OX0177
 OX0177.The modeled gravity was interpolated from observed gravity values.
 OX0177
 OX0177;                    North         East    Units  Estimated Accuracy
 OX0177;SPC WY W     -   469,260.      757,210.      MT  (+/- 180 meters Scaled)
 OX0177
 OX0177                          SUPERSEDED SURVEY CONTROL
 OX0177
 OX0177  NGVD 29 (??/??/92) 2100.738  (m)         6892.17   (f) ADJ UNCH    2 0
 OX0177
 OX0177.Superseded values are not recommended for survey control.
 OX0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0177.See file dsdata.txt to determine how the superseded data were derived.
 OX0177
 OX0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP309523(NAD 83)
 OX0177_MARKER: DB = BENCH MARK DISK
 OX0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0177_STAMPING: K 41 1934
 OX0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0177+STABILITY: SURFACE MOTION
 OX0177
 OX0177  HISTORY     - Date     Condition        Report By
 OX0177  HISTORY     - 1934     MONUMENTED       CGS
 OX0177
 OX0177                          STATION DESCRIPTION
 OX0177
 OX0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0177'27.9 MI N FROM JACKSON.
 OX0177'ABOUT 27.9 MILES NORTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON
 OX0177'COUNTY, ABOUT 3.3 MILES SOUTH OF THE DAM AT MORAN, AT THE SIDE OF A
 OX0177'HILL, ABOUT 130.0 FEET NORTHWEST OF THE CENTER OF A DIM ROAD CROSSING,
 OX0177'20.0 FEET SOUTH OF THE FOOT OF THE SOUTH SIDE OF THE HILL, AND 72.0
 OX0177'FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OX0177'K 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0014 ***********************************************************************
 OX0014  DESIGNATION -  K 42
 OX0014  PID         -  OX0014
 OX0014  STATE/COUNTY-  WY/TETON
 OX0014  USGS QUAD   -  TOGWOTEE PASS (1991)
 OX0014
 OX0014                         *CURRENT SURVEY CONTROL
 OX0014  ___________________________________________________________________
 OX0014* NAD 83(1986)-  43 46 30.     (N)    110 07 05.     (W)     SCALED    
 OX0014* NAVD 88     -      2737.358  (meters)    8980.82   (feet)  ADJUSTED  
 OX0014  ___________________________________________________________________
 OX0014  GEOID HEIGHT-          -7.91  (meters)                     GEOID03
 OX0014  DYNAMIC HT  -        2735.226 (meters)    8973.82  (feet)  COMP
 OX0014  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 OX0014
 OX0014  VERT ORDER  -  SECOND    CLASS 0
 OX0014
 OX0014.The horizontal coordinates were scaled from a topographic map and have
 OX0014.an estimated accuracy of +/- 6 seconds.
 OX0014
 OX0014.The orthometric height was determined by differential leveling
 OX0014.and adjusted by the National Geodetic Survey in June 1991..
 OX0014
 OX0014.The geoid height was determined by GEOID03.
 OX0014
 OX0014.The dynamic height is computed by dividing the NAVD 88
 OX0014.geopotential number by the normal gravity value computed on the
 OX0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0014.degrees latitude (g = 980.6199 gals.).
 OX0014
 OX0014.The modeled gravity was interpolated from observed gravity values.
 OX0014
 OX0014;                    North         East    Units  Estimated Accuracy
 OX0014;SPC WY W     -   463,750.      797,210.      MT  (+/- 180 meters Scaled)
 OX0014
 OX0014                          SUPERSEDED SURVEY CONTROL
 OX0014
 OX0014  NGVD 29 (??/??/92) 2735.906  (m)         8976.05   (f) ADJ UNCH    2 0
 OX0014
 OX0014.Superseded values are not recommended for survey control.
 OX0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0014.See file dsdata.txt to determine how the superseded data were derived.
 OX0014
 OX0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP709472(NAD 83)
 OX0014_MARKER: DB = BENCH MARK DISK
 OX0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0014_STAMPING: K 42 1934
 OX0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0014+STABILITY: SURFACE MOTION
 OX0014
 OX0014  HISTORY     - Date     Condition        Report By
 OX0014  HISTORY     - 1934     MONUMENTED       CGS
 OX0014  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0014
 OX0014                          STATION DESCRIPTION
 OX0014
 OX0014'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0014'32.4 MI E FROM MORAN.
 OX0014'32.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, TETON
 OX0014'COUNTY, 31.1 MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY 187, 5.5
 OX0014'MILES EAST OF THE TOGWOTEE LODGE, 3.8 MILES WEST OF THE TOGWOTEE PASS,
 OX0014'0.1 MILE EAST OF A BRIDGE OVER A CREEK ABOUT, 240.0 FEET WEST OF THE
 OX0014'JUNCTION WITH A ROAD LEADING NORTH, ON A SMALL FLAT AREA, 33.1 FEET
 OX0014'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER THAN
 OX0014'THE HIGHWAY.  A STANDARD DISK, STAMPED K 42 1934 AND SET IN THE TOP OF
 OX0014'A CONCRETE POST.  NOTE-- ROAD WORK IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0103 ***********************************************************************
 NS0103  DESIGNATION -  K 43
 NS0103  PID         -  NS0103
 NS0103  STATE/COUNTY-  WY/SUBLETTE
 NS0103  USGS QUAD   -  BIG SANDY RESERVOIR (1969)
 NS0103
 NS0103                         *CURRENT SURVEY CONTROL
 NS0103  ___________________________________________________________________
 NS0103* NAD 83(1986)-  42 18 05.     (N)    109 29 42.     (W)     SCALED    
 NS0103* NAVD 88     -      2076.376  (meters)    6812.24   (feet)  ADJUSTED  
 NS0103  ___________________________________________________________________
 NS0103  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 NS0103  DYNAMIC HT  -        2074.640 (meters)    6806.55  (feet)  COMP
 NS0103  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 NS0103
 NS0103  VERT ORDER  -  FIRST     CLASS II
 NS0103
 NS0103.The horizontal coordinates were scaled from a topographic map and have
 NS0103.an estimated accuracy of +/- 6 seconds.
 NS0103
 NS0103.The orthometric height was determined by differential leveling
 NS0103.and adjusted by the National Geodetic Survey in June 1991..
 NS0103
 NS0103.The geoid height was determined by GEOID03.
 NS0103
 NS0103.The dynamic height is computed by dividing the NAVD 88
 NS0103.geopotential number by the normal gravity value computed on the
 NS0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0103.degrees latitude (g = 980.6199 gals.).
 NS0103
 NS0103.The modeled gravity was interpolated from observed gravity values.
 NS0103
 NS0103;                    North         East    Units  Estimated Accuracy
 NS0103;SPC WY W     -   300,220.      848,510.      MT  (+/- 180 meters Scaled)
 NS0103
 NS0103                          SUPERSEDED SURVEY CONTROL
 NS0103
 NS0103  NGVD 29 (??/??/92) 2075.054  (m)         6807.91   (f) ADJ UNCH    1 2
 NS0103
 NS0103.Superseded values are not recommended for survey control.
 NS0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0103.See file dsdata.txt to determine how the superseded data were derived.
 NS0103
 NS0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM240843(NAD 83)
 NS0103_MARKER: DB = BENCH MARK DISK
 NS0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0103_STAMPING: K 43 1934
 NS0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0103+STABILITY: SURFACE MOTION
 NS0103
 NS0103  HISTORY     - Date     Condition        Report By
 NS0103  HISTORY     - 1943     MONUMENTED       CGS
 NS0103  HISTORY     - 1969     POOR             USGS
 NS0103
 NS0103                          STATION DESCRIPTION
 NS0103
 NS0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 NS0103'12.8 MI NW FROM FARSON.
 NS0103'HOTEL AT FARSON SUBLETTE COUNTY, 12.8 MILES NORTHWEST OF, ALONG US
 NS0103'HWY. 187 TO JCT. OF NORTHWESTERLY DIRT TRACK ROAD, PROCEED 0.9 MILES
 NS0103'NORTHEASTERLY ALONG DIRT ROAD TO JCT. OF OLD US HWY 187. THENCE 0.5
 NS0103'MILES SOUTHERLY ALONG OLD HIGHWAY. 132 FT. EAST OF CENTERLINE OF ROAD.
 NS0103'BRASS CAP SET IN TOP OF CONCRETE POST.  IN NE SEC. 19.  T27H-- 106W,
 NS0103'STAMPED K 43 1934.
 NS0103
 NS0103                          STATION RECOVERY (1969)
 NS0103
 NS0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NS0103'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0136 ***********************************************************************
 NS0136  DESIGNATION -  K 44
 NS0136  PID         -  NS0136
 NS0136  STATE/COUNTY-  WY/SUBLETTE
 NS0136  USGS QUAD   -  PINEDALE (1980)
 NS0136
 NS0136                         *CURRENT SURVEY CONTROL
 NS0136  ___________________________________________________________________
 NS0136* NAD 83(1986)-  42 52 00.     (N)    109 52 05.     (W)     SCALED    
 NS0136* NAVD 88     -      2188.625  (meters)    7180.51   (feet)  ADJUSTED  
 NS0136  ___________________________________________________________________
 NS0136  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 NS0136  DYNAMIC HT  -        2186.835 (meters)    7174.64  (feet)  COMP
 NS0136  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 NS0136
 NS0136  VERT ORDER  -  FIRST     CLASS II
 NS0136
 NS0136.The horizontal coordinates were scaled from a topographic map and have
 NS0136.an estimated accuracy of +/- 6 seconds.
 NS0136
 NS0136.The orthometric height was determined by differential leveling
 NS0136.and adjusted by the National Geodetic Survey in June 1991..
 NS0136
 NS0136.The geoid height was determined by GEOID03.
 NS0136
 NS0136.The dynamic height is computed by dividing the NAVD 88
 NS0136.geopotential number by the normal gravity value computed on the
 NS0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0136.degrees latitude (g = 980.6199 gals.).
 NS0136
 NS0136.The modeled gravity was interpolated from observed gravity values.
 NS0136
 NS0136;                    North         East    Units  Estimated Accuracy
 NS0136;SPC WY W     -   362,870.      817,590.      MT  (+/- 180 meters Scaled)
 NS0136
 NS0136                          SUPERSEDED SURVEY CONTROL
 NS0136
 NS0136  NGVD 29 (??/??/92) 2187.19   (m)         7175.8    (f) COMPUTED    1 2
 NS0136
 NS0136.Superseded values are not recommended for survey control.
 NS0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0136.See file dsdata.txt to determine how the superseded data were derived.
 NS0136
 NS0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN924466(NAD 83)
 NS0136_MARKER: DB = BENCH MARK DISK
 NS0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NS0136_SP_SET: ABUTMENT
 NS0136_STAMPING: K 44 1934
 NS0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0136
 NS0136  HISTORY     - Date     Condition        Report By
 NS0136  HISTORY     - 1934     MONUMENTED       CGS
 NS0136
 NS0136                          STATION DESCRIPTION
 NS0136
 NS0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0136'0.3 MI NW FROM PINEDALE.
 NS0136'IN PINEDALE, 0.3 MILE N.W. OF COURT HOUSE.  IN CENTER OF TOP OF NORTH
 NS0136'WING WALL OF EAST ABUTMENT OF BRIDGE OVER PINE CREEK.  ON U.S. HIGHWAY
 NS0136'187.  MARK SET HORIZONTALLY IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0137 ***********************************************************************
 NS0137  DESIGNATION -  K 44 RESET
 NS0137  PID         -  NS0137
 NS0137  STATE/COUNTY-  WY/SUBLETTE
 NS0137  USGS QUAD   -  PINEDALE (1980)
 NS0137
 NS0137                         *CURRENT SURVEY CONTROL
 NS0137  ___________________________________________________________________
 NS0137* NAD 83(1986)-  42 52 00.     (N)    109 52 05.     (W)     SCALED    
 NS0137* NAVD 88     -      2188.62   (meters)    7180.5    (feet)  RESET     
 NS0137  ___________________________________________________________________
 NS0137  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 NS0137
 NS0137  VERT ORDER  -  THIRD
 NS0137
 NS0137.The horizontal coordinates were scaled from a topographic map and have
 NS0137.an estimated accuracy of +/- 6 seconds.
 NS0137
 NS0137.The orthometric height was computed from unverified reset data.
 NS0137
 NS0137.The geoid height was determined by GEOID03.
 NS0137
 NS0137;                    North         East    Units  Estimated Accuracy
 NS0137;SPC WY W     -   362,870.      817,590.      MT  (+/- 180 meters Scaled)
 NS0137
 NS0137                          SUPERSEDED SURVEY CONTROL
 NS0137
 NS0137.No superseded survey control is available for this station.
 NS0137
 NS0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN924466(NAD 83)
 NS0137_MARKER: DB = BENCH MARK DISK
 NS0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NS0137_SP_SET: BRIDGE SIDEWALK
 NS0137_STAMPING: K 44 1934 RESET 1961
 NS0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0137
 NS0137  HISTORY     - Date     Condition        Report By
 NS0137  HISTORY     - 1961     MONUMENTED       WYHD
 NS0137  HISTORY     - 1962     GOOD             NGS
 NS0137  HISTORY     - 1964     GOOD             NGS
 NS0137
 NS0137                          STATION DESCRIPTION
 NS0137
 NS0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NS0137'0.3 MI NW FROM PINEDALE.
 NS0137'ABOUT 0.3 MILE NORTHWEST ALONG U. S. HIGHWAY 187 FROM THE COURTHOUSE
 NS0137'AT PINEDALE, AND SET IN THE NORTHWEST CORNER OF THE NORTH SIDE OF THE
 NS0137'SIDEWALK ON THE NEW PINE CREEK BRIDGE.
 NS0137
 NS0137                          STATION RECOVERY (1964)
 NS0137
 NS0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NS0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0053 ***********************************************************************
 OX0053  DESIGNATION -  K 45
 OX0053  PID         -  OX0053
 OX0053  STATE/COUNTY-  WY/SUBLETTE
 OX0053  USGS QUAD   -  BONDURANT (1967)
 OX0053
 OX0053                         *CURRENT SURVEY CONTROL
 OX0053  ___________________________________________________________________
 OX0053* NAD 83(1986)-  43 10 45.     (N)    110 23 12.     (W)     SCALED    
 OX0053* NAVD 88     -      2052.916  (meters)    6735.28   (feet)  ADJUSTED  
 OX0053  ___________________________________________________________________
 OX0053  GEOID HEIGHT-         -10.53  (meters)                     GEOID03
 OX0053  DYNAMIC HT  -        2051.360 (meters)    6730.17  (feet)  COMP
 OX0053  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 OX0053
 OX0053  VERT ORDER  -  FIRST     CLASS II
 OX0053
 OX0053.The horizontal coordinates were scaled from a topographic map and have
 OX0053.an estimated accuracy of +/- 6 seconds.
 OX0053
 OX0053.The orthometric height was determined by differential leveling
 OX0053.and adjusted by the National Geodetic Survey in June 1991..
 OX0053
 OX0053.The geoid height was determined by GEOID03.
 OX0053
 OX0053.The dynamic height is computed by dividing the NAVD 88
 OX0053.geopotential number by the normal gravity value computed on the
 OX0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0053.degrees latitude (g = 980.6199 gals.).
 OX0053
 OX0053.The modeled gravity was interpolated from observed gravity values.
 OX0053
 OX0053;                    North         East    Units  Estimated Accuracy
 OX0053;SPC WY W     -   397,600.      775,340.      MT  (+/- 180 meters Scaled)
 OX0053
 OX0053                          SUPERSEDED SURVEY CONTROL
 OX0053
 OX0053  NGVD 29 (??/??/92) 2051.484  (m)         6730.58   (f) ADJ UNCH    1 2
 OX0053
 OX0053.Superseded values are not recommended for survey control.
 OX0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0053.See file dsdata.txt to determine how the superseded data were derived.
 OX0053
 OX0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN498808(NAD 83)
 OX0053_MARKER: DB = BENCH MARK DISK
 OX0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0053_STAMPING: K 45 1934
 OX0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0053+STABILITY: SURFACE MOTION
 OX0053
 OX0053  HISTORY     - Date     Condition        Report By
 OX0053  HISTORY     - 1934     MONUMENTED       CGS
 OX0053  HISTORY     - 1967     MARK NOT FOUND   NGS
 OX0053
 OX0053                          STATION DESCRIPTION
 OX0053
 OX0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0053'40.1 MI NW FROM PINEDALE.
 OX0053'ABOUT 40.1 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 OX0053'AT PINEDALE, SUBLETTE COUNTY, ABOUT 1.7 MILES NORTHWEST OF THE BRIDGE
 OX0053'OVER HOBACK RIVER, ABOUT 2 POLES WEST OF THE CROSSING OF A ROW OF
 OX0053'POLES, 91 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 3.5
 OX0053'FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED K 45 1934 AND SET
 OX0053'IN THE TOP OF A CONCRETE POST.
 OX0053
 OX0053                          STATION RECOVERY (1967)
 OX0053
 OX0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OX0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0090 ***********************************************************************
 OX0090  DESIGNATION -  K 46
 OX0090  PID         -  OX0090
 OX0090  STATE/COUNTY-  WY/TETON
 OX0090  USGS QUAD   -  JACKSON (1996)
 OX0090
 OX0090                         *CURRENT SURVEY CONTROL
 OX0090  ___________________________________________________________________
 OX0090* NAD 83(1986)-  43 26 39.     (N)    110 47 21.     (W)     SCALED    
 OX0090* NAVD 88     -      1857.050  (meters)    6092.67   (feet)  ADJUSTED  
 OX0090  ___________________________________________________________________
 OX0090  GEOID HEIGHT-          -9.89  (meters)                     GEOID03
 OX0090  DYNAMIC HT  -        1855.797 (meters)    6088.56  (feet)  COMP
 OX0090  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 OX0090
 OX0090  VERT ORDER  -  FIRST     CLASS II
 OX0090
 OX0090.The horizontal coordinates were scaled from a topographic map and have
 OX0090.an estimated accuracy of +/- 6 seconds.
 OX0090
 OX0090.The orthometric height was determined by differential leveling
 OX0090.and adjusted by the National Geodetic Survey in June 1991..
 OX0090
 OX0090.The geoid height was determined by GEOID03.
 OX0090
 OX0090.The dynamic height is computed by dividing the NAVD 88
 OX0090.geopotential number by the normal gravity value computed on the
 OX0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0090.degrees latitude (g = 980.6199 gals.).
 OX0090
 OX0090.The modeled gravity was interpolated from observed gravity values.
 OX0090
 OX0090;                    North         East    Units  Estimated Accuracy
 OX0090;SPC WY W     -   427,240.      742,870.      MT  (+/- 180 meters Scaled)
 OX0090
 OX0090                          SUPERSEDED SURVEY CONTROL
 OX0090
 OX0090  NGVD 29 (??/??/92) 1855.752  (m)         6088.41   (f) ADJ UNCH    1 2
 OX0090
 OX0090.Superseded values are not recommended for survey control.
 OX0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0090.See file dsdata.txt to determine how the superseded data were derived.
 OX0090
 OX0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP170101(NAD 83)
 OX0090_MARKER: DB = BENCH MARK DISK
 OX0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0090_STAMPING: K 46 1934
 OX0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0090+STABILITY: SURFACE MOTION
 OX0090
 OX0090  HISTORY     - Date     Condition        Report By
 OX0090  HISTORY     - 1934     MONUMENTED       CGS
 OX0090  HISTORY     - 1964     POOR             USGS
 OX0090
 OX0090                          STATION DESCRIPTION
 OX0090
 OX0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0090'3.7 MI S FROM JACKSON.
 OX0090'3.7 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0090'ABOUT 2.1 MILES SOUTH OF THE JUNCTION WITH STATE HIGHWAY 22, ABOUT 1.2
 OX0090'MILES SOUTH OF FLAT CREEK, ABOUT 0.8 MILE SOUTH OF THE LEEK RANCH,
 OX0090'22.0 FEET SOUTH OF THE NORTHEAST CORNER OF THE EXTENDED SECTION FENCE
 OX0090'LEADING EAST AND WEST ACROSS SNAKE RIVER FLATS, 36.0 FEET WEST OF THE
 OX0090'CENTER LINE OF THE HIGHWAY, 1.8 FEET EAST OF A FENCE, AND ABOUT 6.0
 OX0090'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 46 1934 AND
 OX0090'SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM TILTED TO A SHARP ANGLE
 OX0090'BY CONSTRUCTION EQUIPMENT.
 OX0090
 OX0090                          STATION RECOVERY (1964)
 OX0090
 OX0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OX0090'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0120 ***********************************************************************
 OW0120  DESIGNATION -  K 47
 OW0120  PID         -  OW0120
 OW0120  STATE/COUNTY-  WY/FREMONT
 OW0120  USGS QUAD   -  WILDERNESS (1993)
 OW0120
 OW0120                         *CURRENT SURVEY CONTROL
 OW0120  ___________________________________________________________________
 OW0120* NAD 83(1986)-  43 24 09.     (N)    109 19 49.     (W)     SCALED    
 OW0120* NAVD 88     -      1985.125  (meters)    6512.86   (feet)  ADJUSTED  
 OW0120  ___________________________________________________________________
 OW0120  GEOID HEIGHT-          -9.03  (meters)                     GEOID03
 OW0120  DYNAMIC HT  -        1983.819 (meters)    6508.58  (feet)  COMP
 OW0120  MODELED GRAV-     979,890.5   (mgal)                       NAVD 88
 OW0120
 OW0120  VERT ORDER  -  SECOND    CLASS 0
 OW0120
 OW0120.The horizontal coordinates were scaled from a topographic map and have
 OW0120.an estimated accuracy of +/- 6 seconds.
 OW0120
 OW0120.The orthometric height was determined by differential leveling
 OW0120.and adjusted by the National Geodetic Survey in June 1991..
 OW0120
 OW0120.The geoid height was determined by GEOID03.
 OW0120
 OW0120.The dynamic height is computed by dividing the NAVD 88
 OW0120.geopotential number by the normal gravity value computed on the
 OW0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0120.degrees latitude (g = 980.6199 gals.).
 OW0120
 OW0120.The modeled gravity was interpolated from observed gravity values.
 OW0120
 OW0120;                    North         East    Units  Estimated Accuracy
 OW0120;SPC WYWC     -   322,530.      553,000.      MT  (+/- 180 meters Scaled)
 OW0120
 OW0120                          SUPERSEDED SURVEY CONTROL
 OW0120
 OW0120  NGVD 29 (??/??/92) 1984.036  (m)         6509.29   (f) ADJ UNCH    2 0
 OW0120
 OW0120.Superseded values are not recommended for survey control.
 OW0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0120.See file dsdata.txt to determine how the superseded data were derived.
 OW0120
 OW0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP352068(NAD 83)
 OW0120_MARKER: DB = BENCH MARK DISK
 OW0120_SETTING: 66 = SET IN ROCK OUTCROP
 OW0120_SP_SET: ROCK OUTCROP
 OW0120_STAMPING: K 47 1934
 OW0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0120+STABILITY: POSITION/ELEVATION WELL
 OW0120
 OW0120  HISTORY     - Date     Condition        Report By
 OW0120  HISTORY     - 1934     MONUMENTED       CGS
 OW0120
 OW0120                          STATION DESCRIPTION
 OW0120
 OW0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0120'21.7 MI E FROM DUBOIS.
 OW0120'ABOUT 21.7 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0120'DUBOIS, FREMONT COUNTY, ABOUT 3.0 MILES EAST OF DINWOODY CREEK, 139.4
 OW0120'FEET SOUTHWEST OF POLE 1882, 40.8 FEET NORTH OF THE CENTER LINE OF THE
 OW0120'HIGHWAY, IN THE TOP OF A BLACK GRANITE ROCK, AND ABOUT 2.0 FEET LOWER
 OW0120'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0103 ***********************************************************************
 OW0103  DESIGNATION -  K 49
 OW0103  PID         -  OW0103
 OW0103  STATE/COUNTY-  WY/HOT SPRINGS
 OW0103  USGS QUAD   -  HAMILTON DOME (1985)
 OW0103
 OW0103                         *CURRENT SURVEY CONTROL
 OW0103  ___________________________________________________________________
 OW0103* NAD 83(1986)-  43 48 31.     (N)    108 33 59.     (W)     SCALED    
 OW0103* NAVD 88     -      1605.320  (meters)    5266.79   (feet)  ADJUSTED  
 OW0103  ___________________________________________________________________
 OW0103  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 OW0103  DYNAMIC HT  -        1604.410 (meters)    5263.80  (feet)  COMP
 OW0103  MODELED GRAV-     979,995.9   (mgal)                       NAVD 88
 OW0103
 OW0103  VERT ORDER  -  SECOND    CLASS 0
 OW0103
 OW0103.The horizontal coordinates were scaled from a topographic map and have
 OW0103.an estimated accuracy of +/- 6 seconds.
 OW0103
 OW0103.The orthometric height was determined by differential leveling
 OW0103.and adjusted by the National Geodetic Survey in June 1991..
 OW0103
 OW0103.The geoid height was determined by GEOID03.
 OW0103
 OW0103.The dynamic height is computed by dividing the NAVD 88
 OW0103.geopotential number by the normal gravity value computed on the
 OW0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0103.degrees latitude (g = 980.6199 gals.).
 OW0103
 OW0103.The modeled gravity was interpolated from observed gravity values.
 OW0103
 OW0103;                    North         East    Units  Estimated Accuracy
 OW0103;SPC WYWC     -   367,500.      614,770.      MT  (+/- 180 meters Scaled)
 OW0103
 OW0103                          SUPERSEDED SURVEY CONTROL
 OW0103
 OW0103  NGVD 29 (??/??/92) 1604.359  (m)         5263.63   (f) ADJ UNCH    2 0
 OW0103
 OW0103.Superseded values are not recommended for survey control.
 OW0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0103.See file dsdata.txt to determine how the superseded data were derived.
 OW0103
 OW0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP957534(NAD 83)
 OW0103_MARKER: DB = BENCH MARK DISK
 OW0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0103_STAMPING: K 49 1934
 OW0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0103+STABILITY: SURFACE MOTION
 OW0103
 OW0103  HISTORY     - Date     Condition        Report By
 OW0103  HISTORY     - 1934     MONUMENTED       CGS
 OW0103  HISTORY     - 1979     GOOD             USGS
 OW0103
 OW0103                          STATION DESCRIPTION
 OW0103
 OW0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0103'25.8 MI NW FROM THERMOPOLIS.
 OW0103'ABOUT 25.8 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0103'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 3.4 MILES NORTHEAST
 OW0103'OF THE POST OFFICE AT HAMILTON DOME, ABOUT 150 FEET NORTHWEST OF A
 OW0103'RANCH HOUSE, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET
 OW0103'SOUTH OF AN IRRIGATION DITCH, AND 1 FOOT SOUTH OF AN EAST-AND-WEST
 OW0103'FENCE LINE.  A STANDARD DISK, STAMPED K 49 1934 AND SET IN THE TOP OF
 OW0103'A CONCRETE POST.
 OW0103
 OW0103                          STATION RECOVERY (1979)
 OW0103
 OW0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0103'THERMOPOLIS, HOT SPRINGS COUNTY, ONE BLOCK SOUTH AND TWO BLOCKS WEST
 OW0103'OF COURTHOUSE TO INTERSECTION U.S. HWY 20 AND WYOMING HWY 120, THENCE
 OW0103'21.5 MILES NW ALONG WYO. HWY. 120 TO PAVED ROAD LEADING WEST TO
 OW0103'HAMILTON DOME, THENCE WESTERLY ALONG PAVED ROAD 5.3 MILES TO BEND IN
 OW0103'ROAD TO THE SOUTH, CONTINUE ALONG PAVED ROAD 0.6 MILE SOUTH OF BEND,
 OW0103'TO A HOUSE ON THE EAST AND BM. BM IS 194 FEET NORTH ALONG ROAD FROM
 OW0103'DRIVE TO HOUSE AND 37 FEET EAST OF ROAD, NEAR A FENCE CORNER, SET IN
 OW0103'THE TOP OF A CONCRETE POST. A STANDARD TABLET STAMPED K 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0076 ***********************************************************************
 OX0076  DESIGNATION -  K 5
 OX0076  PID         -  OX0076
 OX0076  STATE/COUNTY-  WY/TETON
 OX0076  USGS QUAD   -  CAMP DAVIS (1996)
 OX0076
 OX0076                         *CURRENT SURVEY CONTROL
 OX0076  ___________________________________________________________________
 OX0076* NAD 83(1986)-  43 21 06.     (N)    110 42 54.     (W)     SCALED    
 OX0076* NAVD 88     -      1845.036  (meters)    6053.26   (feet)  ADJUSTED  
 OX0076  ___________________________________________________________________
 OX0076  GEOID HEIGHT-         -10.02  (meters)                     GEOID03
 OX0076  DYNAMIC HT  -        1843.788 (meters)    6049.16  (feet)  COMP
 OX0076  MODELED GRAV-     979,878.7   (mgal)                       NAVD 88
 OX0076
 OX0076  VERT ORDER  -  FIRST     CLASS II
 OX0076
 OX0076.The horizontal coordinates were scaled from a topographic map and have
 OX0076.an estimated accuracy of +/- 6 seconds.
 OX0076
 OX0076.The orthometric height was determined by differential leveling
 OX0076.and adjusted by the National Geodetic Survey in June 1991..
 OX0076
 OX0076.The geoid height was determined by GEOID03.
 OX0076
 OX0076.The dynamic height is computed by dividing the NAVD 88
 OX0076.geopotential number by the normal gravity value computed on the
 OX0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0076.degrees latitude (g = 980.6199 gals.).
 OX0076
 OX0076.The modeled gravity was interpolated from observed gravity values.
 OX0076
 OX0076;                    North         East    Units  Estimated Accuracy
 OX0076;SPC WY W     -   416,910.      748,790.      MT  (+/- 180 meters Scaled)
 OX0076
 OX0076                          SUPERSEDED SURVEY CONTROL
 OX0076
 OX0076  NGVD 29 (??/??/92) 1843.753  (m)         6049.05   (f) ADJ UNCH    1 2
 OX0076
 OX0076.Superseded values are not recommended for survey control.
 OX0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0076.See file dsdata.txt to determine how the superseded data were derived.
 OX0076
 OX0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN230999(NAD 83)
 OX0076_MARKER: DD = SURVEY DISK
 OX0076_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OX0076_SP_SET: LARGE ROCK
 OX0076_STAMPING: K 5 1927
 OX0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0076
 OX0076  HISTORY     - Date     Condition        Report By
 OX0076  HISTORY     - 1927     MONUMENTED       USGS
 OX0076
 OX0076                          STATION DESCRIPTION
 OX0076
 OX0076'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 OX0076'11.5 MI S FROM JACKSON.
 OX0076'11.5 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0076'ABOUT 400 FEET EAST OF SNAKE RIVER, ABOUT 300 FEET WEST OF A SPRING,
 OX0076'ABOUT 160 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP
 OX0076'OF A LARGE ROCK.  UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 OX0076'STAMPED K 5 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0042 ***********************************************************************
 MR0042  DESIGNATION -  K 52
 MR0042  PID         -  MR0042
 MR0042  STATE/COUNTY-  WY/SWEETWATER
 MR0042  USGS QUAD   -  OPAL (1969)
 MR0042
 MR0042                         *CURRENT SURVEY CONTROL
 MR0042  ___________________________________________________________________
 MR0042* NAD 83(1986)-  41 46 09.     (N)    110 19 35.     (W)     SCALED    
 MR0042* NAVD 88     -      2033.307  (meters)    6670.94   (feet)  ADJUSTED  
 MR0042  ___________________________________________________________________
 MR0042  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 MR0042  DYNAMIC HT  -        2031.552 (meters)    6665.18  (feet)  COMP
 MR0042  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 MR0042
 MR0042  VERT ORDER  -  SECOND    CLASS 0
 MR0042
 MR0042.The horizontal coordinates were scaled from a topographic map and have
 MR0042.an estimated accuracy of +/- 6 seconds.
 MR0042
 MR0042.The orthometric height was determined by differential leveling
 MR0042.and adjusted by the National Geodetic Survey in June 1991..
 MR0042
 MR0042.The geoid height was determined by GEOID03.
 MR0042
 MR0042.The dynamic height is computed by dividing the NAVD 88
 MR0042.geopotential number by the normal gravity value computed on the
 MR0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0042.degrees latitude (g = 980.6199 gals.).
 MR0042
 MR0042.The modeled gravity was interpolated from observed gravity values.
 MR0042
 MR0042;                    North         East    Units  Estimated Accuracy
 MR0042;SPC WYWC     -   142,140.      468,930.      MT  (+/- 180 meters Scaled)
 MR0042
 MR0042                          SUPERSEDED SURVEY CONTROL
 MR0042
 MR0042  NGVD 29 (??/??/92) 2031.94   (m)         6666.5    (f) COMPUTED    2 0
 MR0042
 MR0042.Superseded values are not recommended for survey control.
 MR0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0042.See file dsdata.txt to determine how the superseded data were derived.
 MR0042
 MR0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM559243(NAD 83)
 MR0042_MARKER: DB = BENCH MARK DISK
 MR0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0042_SP_SET: CONCRETE POST
 MR0042_STAMPING: K 52 1934
 MR0042_MARK LOGO: CGS   
 MR0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0042+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1969
 MR0042
 MR0042  HISTORY     - Date     Condition        Report By
 MR0042  HISTORY     - 1934     MONUMENTED       CGS
 MR0042  HISTORY     - 19690716 GOOD             USGS
 MR0042
 MR0042                          STATION DESCRIPTION
 MR0042
 MR0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0042'IN OPAL.
 MR0042'AT OPAL, LINCOLN COUNTY, SOUTH OF THE UNION PACIFIC RAILROAD STATION,
 MR0042'NEAR THE NORTHEAST CORNER OF THE FENCE AROUND THE SECTION HOUSE, 23.0
 MR0042'FEET SOUTH OF THE SOUTH RAIL, 2.0 FEET EAST OF THE EAST FACE OF THE
 MR0042'FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 MR0042'STAMPED K 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MR0042
 MR0042                          STATION RECOVERY (1969)
 MR0042
 MR0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0114 ***********************************************************************
 OU0114  DESIGNATION -  K 53 RESET
 OU0114  PID         -  OU0114
 OU0114  STATE/COUNTY-  WY/NIOBRARA
 OU0114  USGS QUAD   -  REDBIRD (1981)
 OU0114
 OU0114                         *CURRENT SURVEY CONTROL
 OU0114  ___________________________________________________________________
 OU0114* NAD 83(1986)-  43 12 09.     (N)    104 18 56.     (W)     SCALED    
 OU0114* NAVD 88     -      1242.78   (+/-2cm)    4077.4    (feet)  VERTCON   
 OU0114  ___________________________________________________________________
 OU0114  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 OU0114
 OU0114  VERT ORDER  -  THIRD (See Below)
 OU0114
 OU0114.The horizontal coordinates were scaled from a topographic map and have
 OU0114.an estimated accuracy of +/- 6 seconds.
 OU0114
 OU0114.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0114.The vertical order pertains to the NGVD 29 superseded value.
 OU0114
 OU0114.The geoid height was determined by GEOID03.
 OU0114
 OU0114;                    North         East    Units  Estimated Accuracy
 OU0114;SPC WY E     -   300,500.      269,170.      MT  (+/- 180 meters Scaled)
 OU0114
 OU0114                          SUPERSEDED SURVEY CONTROL
 OU0114
 OU0114  NGVD 29 (03/28/06) 1242.14   (m)         4075.3    (f) RESET       3  
 OU0114
 OU0114.Superseded values are not recommended for survey control.
 OU0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0114.See file dsdata.txt to determine how the superseded data were derived.
 OU0114
 OU0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH556835(NAD 83)
 OU0114_MARKER: DB = BENCH MARK DISK
 OU0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0114_STAMPING: K 53 RESET 1966
 OU0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0114+STABILITY: SURFACE MOTION
 OU0114
 OU0114  HISTORY     - Date     Condition        Report By
 OU0114  HISTORY     - 1966     MONUMENTED       WYHD
 OU0114  HISTORY     - 1967     GOOD             WYHD
 OU0114
 OU0114                          STATION DESCRIPTION
 OU0114
 OU0114'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1967
 OU0114'15.7 MI W FROM EDGEMONT.
 OU0114'IN NIOBRARA COUNTY, WYOMING, 15.7 MILES WEST ALONG U.S. HIGHWAY
 OU0114'18 FROM THE POST OFFICE AT EDGEMONT, FALL RIVER COUNTY, SOUTH
 OU0114'DAKOTA, THENCE 12.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 85, 7.5
 OU0114'MILES NORTH OF THE JUNCTION OF THE ROAD LEADING TO LANCE CREEK,
 OU0114'ON THE CREST OF A HILL, AT A TURN-OUT ROAD TO THE EAST, 48 FEET
 OU0114'EAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF A FENCE
 OU0114'CORNER, 2 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP
 OU0114'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0090 ***********************************************************************
 OU0090  DESIGNATION -  K 54 RESET
 OU0090  PID         -  OU0090
 OU0090  STATE/COUNTY-  WY/NIOBRARA
 OU0090  USGS QUAD   -  TELEPHONE DRAW (1981)
 OU0090
 OU0090                         *CURRENT SURVEY CONTROL
 OU0090  ___________________________________________________________________
 OU0090* NAD 83(1986)-  43 06 21.     (N)    104 24 03.     (W)     SCALED    
 OU0090* NAVD 88     -      1304.985  (meters)    4281.44   (feet)  ADJUSTED  
 OU0090  ___________________________________________________________________
 OU0090  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 OU0090  DYNAMIC HT  -        1304.340 (meters)    4279.32  (feet)  COMP
 OU0090  MODELED GRAV-     980,080.1   (mgal)                       NAVD 88
 OU0090
 OU0090  VERT ORDER  -  SECOND    CLASS 0
 OU0090
 OU0090.The horizontal coordinates were scaled from a topographic map and have
 OU0090.an estimated accuracy of +/- 6 seconds.
 OU0090
 OU0090.The orthometric height was determined by differential leveling
 OU0090.and adjusted by the National Geodetic Survey in June 1991..
 OU0090
 OU0090.The geoid height was determined by GEOID03.
 OU0090
 OU0090.The dynamic height is computed by dividing the NAVD 88
 OU0090.geopotential number by the normal gravity value computed on the
 OU0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0090.degrees latitude (g = 980.6199 gals.).
 OU0090
 OU0090.The modeled gravity was interpolated from observed gravity values.
 OU0090
 OU0090;                    North         East    Units  Estimated Accuracy
 OU0090;SPC WY E     -   289,700.      262,340.      MT  (+/- 180 meters Scaled)
 OU0090
 OU0090                          SUPERSEDED SURVEY CONTROL
 OU0090
 OU0090  NGVD 29 (??/??/92) 1304.324  (m)         4279.27   (f) ADJ UNCH    2 0
 OU0090
 OU0090.Superseded values are not recommended for survey control.
 OU0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0090.See file dsdata.txt to determine how the superseded data were derived.
 OU0090
 OU0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH487727(NAD 83)
 OU0090_MARKER: DB = BENCH MARK DISK
 OU0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0090_STAMPING: K 54 1934 RESET 1956
 OU0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0090+STABILITY: SURFACE MOTION
 OU0090
 OU0090  HISTORY     - Date     Condition        Report By
 OU0090  HISTORY     - 1956     MONUMENTED       CGS
 OU0090  HISTORY     - 1957     GOOD             NGS
 OU0090
 OU0090                          STATION DESCRIPTION
 OU0090
 OU0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0090'27 MI N FROM LUSK.
 OU0090'25.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0090'LUSK, THENCE 2.0 MILES WEST ALONG A TRACK ROAD, 0.3 MILE SOUTH
 OU0090'OF A SMALL RANCH HOUSE, 0.1 MILE SOUTH OF AN EAST AND WEST FENCE,
 OU0090'95 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 2 FEET EAST OF
 OU0090'A NORTH AND SOUTH FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN
 OU0090'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 OU0090'GROUND, IN THE SOUTHWEST 1/4 OF SECTION 11, TOWNSHIP 36 NORTH,
 OU0090'RANGE 63 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0178 ***********************************************************************
 OU0178  DESIGNATION -  K 55
 OU0178  PID         -  OU0178
 OU0178  STATE/COUNTY-  WY/NIOBRARA
 OU0178  USGS QUAD   -  WAGONHOUND CREEK NE (1981)
 OU0178
 OU0178                         *CURRENT SURVEY CONTROL
 OU0178  ___________________________________________________________________
 OU0178* NAD 83(1986)-  43 25 31.     (N)    104 51 29.     (W)     SCALED    
 OU0178* NAVD 88     -      1393.067  (meters)    4570.42   (feet)  ADJUSTED  
 OU0178  ___________________________________________________________________
 OU0178  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 OU0178  DYNAMIC HT  -        1392.336 (meters)    4568.02  (feet)  COMP
 OU0178  MODELED GRAV-     980,045.9   (mgal)                       NAVD 88
 OU0178
 OU0178  VERT ORDER  -  SECOND    CLASS 0
 OU0178
 OU0178.The horizontal coordinates were scaled from a topographic map and have
 OU0178.an estimated accuracy of +/- 6 seconds.
 OU0178
 OU0178.The orthometric height was determined by differential leveling
 OU0178.and adjusted by the National Geodetic Survey in June 1991..
 OU0178
 OU0178.The geoid height was determined by GEOID03.
 OU0178
 OU0178.The dynamic height is computed by dividing the NAVD 88
 OU0178.geopotential number by the normal gravity value computed on the
 OU0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0178.degrees latitude (g = 980.6199 gals.).
 OU0178
 OU0178.The modeled gravity was interpolated from observed gravity values.
 OU0178
 OU0178;                    North         East    Units  Estimated Accuracy
 OU0178;SPC WY E     -   324,940.      224,990.      MT  (+/- 180 meters Scaled)
 OU0178
 OU0178                          SUPERSEDED SURVEY CONTROL
 OU0178
 OU0178  NGVD 29 (??/??/92) 1392.311  (m)         4567.94   (f) ADJ UNCH    2 0
 OU0178
 OU0178.Superseded values are not recommended for survey control.
 OU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0178.See file dsdata.txt to determine how the superseded data were derived.
 OU0178
 OU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ114080(NAD 83)
 OU0178_MARKER: DB = BENCH MARK DISK
 OU0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0178_STAMPING: K 55 1934
 OU0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0178+STABILITY: SURFACE MOTION
 OU0178
 OU0178  HISTORY     - Date     Condition        Report By
 OU0178  HISTORY     - 1934     MONUMENTED       CGS
 OU0178  HISTORY     - 1957     GOOD             NGS
 OU0178
 OU0178                          STATION DESCRIPTION
 OU0178
 OU0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0178'10.1 MI E FROM DULL CENTER.
 OU0178'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0178'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0178'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0178'4.35 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, 0.4 MILE
 OU0178'NORTHWEST OF A RANCH HOUSE, 0.2 MILE SOUTHEAST OF A FENCE,
 OU0178'0.4 MILE NORTH OF A POND AND A GROUP OF COTTONWOOD TREES, 180
 OU0178'FEET SOUTHEAST OF THE TOP OF A SMALL KNOLL, 64 FEET SOUTHWEST
 OU0178'OF THE CENTER LINE OF A ROAD, 1 FOOT NORTHWEST OF A WITNESS
 OU0178'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.2
 OU0178'FEET ABOVE THE GROUND, IN SECTION 23, TOWNSHIP 40 NORTH, RANGE
 OU0178'67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0197 ***********************************************************************
 OU0197  DESIGNATION -  K 56
 OU0197  PID         -  OU0197
 OU0197  STATE/COUNTY-  WY/WESTON
 OU0197  USGS QUAD   -  PODDY CREEK (1982)
 OU0197
 OU0197                         *CURRENT SURVEY CONTROL
 OU0197  ___________________________________________________________________
 OU0197* NAD 83(1986)-  43 31 35.     (N)    104 49 17.     (W)     SCALED    
 OU0197* NAVD 88     -      1271.182  (meters)    4170.54   (feet)  ADJUSTED  
 OU0197  ___________________________________________________________________
 OU0197  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 OU0197  DYNAMIC HT  -        1270.545 (meters)    4168.45  (feet)  COMP
 OU0197  MODELED GRAV-     980,074.9   (mgal)                       NAVD 88
 OU0197
 OU0197  VERT ORDER  -  SECOND    CLASS 0
 OU0197
 OU0197.The horizontal coordinates were scaled from a topographic map and have
 OU0197.an estimated accuracy of +/- 6 seconds.
 OU0197
 OU0197.The orthometric height was determined by differential leveling
 OU0197.and adjusted by the National Geodetic Survey in June 1991..
 OU0197
 OU0197.The geoid height was determined by GEOID03.
 OU0197
 OU0197.The dynamic height is computed by dividing the NAVD 88
 OU0197.geopotential number by the normal gravity value computed on the
 OU0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0197.degrees latitude (g = 980.6199 gals.).
 OU0197
 OU0197.The modeled gravity was interpolated from observed gravity values.
 OU0197
 OU0197;                    North         East    Units  Estimated Accuracy
 OU0197;SPC WY E     -   336,190.      227,910.      MT  (+/- 180 meters Scaled)
 OU0197
 OU0197                          SUPERSEDED SURVEY CONTROL
 OU0197
 OU0197  NGVD 29 (??/??/92) 1270.458  (m)         4168.16   (f) ADJ UNCH    2 0
 OU0197
 OU0197.Superseded values are not recommended for survey control.
 OU0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0197.See file dsdata.txt to determine how the superseded data were derived.
 OU0197
 OU0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ144192(NAD 83)
 OU0197_MARKER: DB = BENCH MARK DISK
 OU0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0197_STAMPING: K 56 1934
 OU0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0197+STABILITY: SURFACE MOTION
 OU0197
 OU0197  HISTORY     - Date     Condition        Report By
 OU0197  HISTORY     - 1934     MONUMENTED       CGS
 OU0197  HISTORY     - 1975     GOOD             USGS
 OU0197
 OU0197                          STATION DESCRIPTION
 OU0197
 OU0197'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 OU0197'9.3 MI SW FROM HAMPSHIRE.
 OU0197'NEWCASTLE, WESTON CO., WYO., JCT. U.S. HWY 16 AND STATE HWY
 OU0197'450 - 3 MILES WEST FROM, THENCE, 25 MILES SOUTHWEST ALONG HWY 450,
 OU0197'THENCE, 12.3 MILES SOUTH AND SOUTHWEST TO FORK, THENCE, 2.7 MILES
 OU0197'ON LEFT FORK AND ALONG RANCH ROAD TO THE FORMER DIXON RANCH
 OU0197'(JOHN MERCER LESSEE), THENCE, 1.9 MILES WEST, PAST HOUSE AND
 OU0197'BARNS, TO BENCH WEST OF A LONG FLAT.  150 FEET WEST OF THE EAST
 OU0197'EDGE OF BENCH AND 34 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 OU0197'A STANDARD DISK, STAMPED K 56 1934 AND SET IN THE TOP OF A
 OU0197'CONCRETE POST PROJECTING 0.5 FT.  IN THE SW 1/4 OF SEC. 18,
 OU0197'T. 41 N., R. 66 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0222 ***********************************************************************
 OU0222  DESIGNATION -  K 57
 OU0222  PID         -  OU0222
 OU0222  STATE/COUNTY-  WY/CONVERSE
 OU0222  USGS QUAD   -  DUGOUT CREEK SOUTH (1984)
 OU0222
 OU0222                         *CURRENT SURVEY CONTROL
 OU0222  ___________________________________________________________________
 OU0222* NAD 83(1986)-  43 16 01.     (N)    105 20 21.     (W)     SCALED    
 OU0222* NAVD 88     -      1440.037  (meters)    4724.52   (feet)  ADJUSTED  
 OU0222  ___________________________________________________________________
 OU0222  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 OU0222  DYNAMIC HT  -        1439.214 (meters)    4721.82  (feet)  COMP
 OU0222  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 OU0222
 OU0222  VERT ORDER  -  SECOND    CLASS 0
 OU0222
 OU0222.The horizontal coordinates were scaled from a topographic map and have
 OU0222.an estimated accuracy of +/- 6 seconds.
 OU0222
 OU0222.The orthometric height was determined by differential leveling
 OU0222.and adjusted by the National Geodetic Survey in June 1991..
 OU0222
 OU0222.The geoid height was determined by GEOID03.
 OU0222
 OU0222.The dynamic height is computed by dividing the NAVD 88
 OU0222.geopotential number by the normal gravity value computed on the
 OU0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0222.degrees latitude (g = 980.6199 gals.).
 OU0222
 OU0222.The modeled gravity was interpolated from observed gravity values.
 OU0222
 OU0222;                    North         East    Units  Estimated Accuracy
 OU0222;SPC WY E     -   307,320.      186,000.      MT  (+/- 180 meters Scaled)
 OU0222
 OU0222                          SUPERSEDED SURVEY CONTROL
 OU0222
 OU0222  NGVD 29 (??/??/92) 1439.227  (m)         4721.86   (f) ADJ UNCH    2 0
 OU0222
 OU0222.Superseded values are not recommended for survey control.
 OU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0222.See file dsdata.txt to determine how the superseded data were derived.
 OU0222
 OU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH724905(NAD 83)
 OU0222_MARKER: DB = BENCH MARK DISK
 OU0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0222_STAMPING: K-57 1934
 OU0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0222+STABILITY: SURFACE MOTION
 OU0222
 OU0222  HISTORY     - Date     Condition        Report By
 OU0222  HISTORY     - 1934     MONUMENTED       CGS
 OU0222  HISTORY     - 1959     GOOD             NGS
 OU0222
 OU0222                          STATION DESCRIPTION
 OU0222
 OU0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0222'6.4 MI NW FROM DRY CREEK.
 OU0222'2 MILES NORTH ALONG STATE HIGHWAY 387 FROM THE COMMUNITY CENTER
 OU0222'AT DRY CREEK, CONVERSE COUNTY, THENCE ABOUT 4.4 MILES NORTHWEST
 OU0222'ALONG THE ROAD LEADING TO GILLETTE, ON THE SOUTH SLOPE OF A HILL,
 OU0222'32 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 2 FEET WEST OF
 OU0222'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 57 1934 AND
 OU0222'SET IN THE TOP OF A CONCRETE POST.  2.5 MI. NW ALONG STATE HWY.
 OU0222'59 FROM BILL, CONVERSE COUNTY, THENCE 2.6 MI. W. ALONG GRADED
 OU0222'ROAD, THENCE 0.4 MI. N. ALONG ABANDONED COUNTY ROAD, 32 FT, E.
 OU0222'OF CENTER OF ROAD.
 OU0222
 OU0222                          STATION RECOVERY (1959)
 OU0222
 OU0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OU0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0268 ***********************************************************************
 OU0268  DESIGNATION -  K 58
 OU0268  PID         -  OU0268
 OU0268  STATE/COUNTY-  WY/CAMPBELL
 OU0268  USGS QUAD   -  BAKER SPRING (1984)
 OU0268
 OU0268                         *CURRENT SURVEY CONTROL
 OU0268  ___________________________________________________________________
 OU0268* NAD 83(1986)-  43 38 32.     (N)    105 41 07.     (W)     SCALED    
 OU0268* NAVD 88     -      1562.195  (meters)    5125.30   (feet)  ADJUSTED  
 OU0268  ___________________________________________________________________
 OU0268  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 OU0268  DYNAMIC HT  -        1561.333 (meters)    5122.47  (feet)  COMP
 OU0268  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 OU0268
 OU0268  VERT ORDER  -  SECOND    CLASS 0
 OU0268
 OU0268.The horizontal coordinates were scaled from a topographic map and have
 OU0268.an estimated accuracy of +/- 6 seconds.
 OU0268
 OU0268.The orthometric height was determined by differential leveling
 OU0268.and adjusted by the National Geodetic Survey in June 1991..
 OU0268
 OU0268.The geoid height was determined by GEOID03.
 OU0268
 OU0268.The dynamic height is computed by dividing the NAVD 88
 OU0268.geopotential number by the normal gravity value computed on the
 OU0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0268.degrees latitude (g = 980.6199 gals.).
 OU0268
 OU0268.The modeled gravity was interpolated from observed gravity values.
 OU0268
 OU0268;                    North         East    Units  Estimated Accuracy
 OU0268;SPC WY E     -   349,130.      158,160.      MT  (+/- 180 meters Scaled)
 OU0268
 OU0268                          SUPERSEDED SURVEY CONTROL
 OU0268
 OU0268  NGVD 29 (??/??/92) 1561.375  (m)         5122.61   (f) ADJ UNCH    2 0
 OU0268
 OU0268.Superseded values are not recommended for survey control.
 OU0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0268.See file dsdata.txt to determine how the superseded data were derived.
 OU0268
 OU0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ447323(NAD 83)
 OU0268_MARKER: DB = BENCH MARK DISK
 OU0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0268_STAMPING: K-58 1934
 OU0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0268+STABILITY: SURFACE MOTION
 OU0268
 OU0268  HISTORY     - Date     Condition        Report By
 OU0268  HISTORY     - 1934     MONUMENTED       CGS
 OU0268  HISTORY     - 1960     MARK NOT FOUND   USGS
 OU0268
 OU0268                          STATION DESCRIPTION
 OU0268
 OU0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0268'6 MI E FROM PINE TREE.
 OU0268'6 MILES EAST ALONG THE ROAD LEADING TO VERSE FROM PINE TREE,
 OU0268'CAMPBELL COUNTY, ABOUT 0.2 MILE NORTH OF THE JUNCTION WITH A
 OU0268'NORTH-AND-SOUTH ROAD, AND 37 FEET WEST OF THE CENTER LINE OF
 OU0268'THE ROAD.  A STANDARD DISK, STAMPED K 58 1934 AND SET IN THE
 OU0268'TOP OF A CONCRETE POST.
 OU0268
 OU0268                          STATION RECOVERY (1960)
 OU0268
 OU0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 OU0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0020 ***********************************************************************
 PV0020  DESIGNATION -  K 59
 PV0020  PID         -  PV0020
 PV0020  STATE/COUNTY-  WY/CROOK
 PV0020  USGS QUAD   -  SCHOOLMARM BUTTE (1984)
 PV0020
 PV0020                         *CURRENT SURVEY CONTROL
 PV0020  ___________________________________________________________________
 PV0020* NAD 83(1986)-  44 31 54.     (N)    104 09 38.     (W)     SCALED    
 PV0020* NAVD 88     -      1170.308  (meters)    3839.59   (feet)  ADJUSTED  
 PV0020  ___________________________________________________________________
 PV0020  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 PV0020  DYNAMIC HT  -        1169.923 (meters)    3838.32  (feet)  COMP
 PV0020  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 PV0020
 PV0020  VERT ORDER  -  SECOND    CLASS 0
 PV0020
 PV0020.The horizontal coordinates were scaled from a topographic map and have
 PV0020.an estimated accuracy of +/- 6 seconds.
 PV0020
 PV0020.The orthometric height was determined by differential leveling
 PV0020.and adjusted by the National Geodetic Survey in June 1991..
 PV0020
 PV0020.The geoid height was determined by GEOID03.
 PV0020
 PV0020.The dynamic height is computed by dividing the NAVD 88
 PV0020.geopotential number by the normal gravity value computed on the
 PV0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0020.degrees latitude (g = 980.6199 gals.).
 PV0020
 PV0020.The modeled gravity was interpolated from observed gravity values.
 PV0020
 PV0020;                    North         East    Units  Estimated Accuracy
 PV0020;SPC WY E     -   448,320.      279,970.      MT  (+/- 180 meters Scaled)
 PV0020
 PV0020                          SUPERSEDED SURVEY CONTROL
 PV0020
 PV0020  NGVD 29 (??/??/92) 1169.759  (m)         3837.78   (f) ADJ UNCH    2 0
 PV0020
 PV0020.Superseded values are not recommended for survey control.
 PV0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0020.See file dsdata.txt to determine how the superseded data were derived.
 PV0020
 PV0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK666312(NAD 83)
 PV0020_MARKER: DB = BENCH MARK DISK
 PV0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0020_STAMPING: K 59 1934
 PV0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0020+STABILITY: SURFACE MOTION
 PV0020
 PV0020  HISTORY     - Date     Condition        Report By
 PV0020  HISTORY     - 1934     MONUMENTED       CGS
 PV0020  HISTORY     - 1957     GOOD             NGS
 PV0020
 PV0020                          STATION DESCRIPTION
 PV0020
 PV0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0020'2.7 MI SW FROM BEULAH.
 PV0020'2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PV0020'AT BEULAH, CROOK COUNTY, 0.7 MILES SOUTH ALONG ROAD TO RANCH,
 PV0020'1.3 MILES WEST ALONG OLD HIGHWAY GRADE TO FENCE, 75 FEET NORTH
 PV0020'AND 115 FEET WEST OF FENCE CROSSING OLD ROAD BED.  A STANDARD
 PV0020'DISK, STAMPED K 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0025 ***********************************************************************
 MR0025  DESIGNATION -  K 6
 MR0025  PID         -  MR0025
 MR0025  STATE/COUNTY-  WY/UINTA
 MR0025  USGS QUAD   -  HAMPTON (1969)
 MR0025
 MR0025                         *CURRENT SURVEY CONTROL
 MR0025  ___________________________________________________________________
 MR0025* NAD 83(1986)-  41 31 23.     (N)    110 19 41.     (W)     SCALED    
 MR0025* NAVD 88     -      1953.007  (meters)    6407.49   (feet)  ADJUSTED  
 MR0025  ___________________________________________________________________
 MR0025  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 MR0025  DYNAMIC HT  -        1951.322 (meters)    6401.96  (feet)  COMP
 MR0025  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 MR0025
 MR0025  VERT ORDER  -  FIRST     CLASS II
 MR0025
 MR0025.The horizontal coordinates were scaled from a topographic map and have
 MR0025.an estimated accuracy of +/- 6 seconds.
 MR0025
 MR0025.The orthometric height was determined by differential leveling
 MR0025.and adjusted by the National Geodetic Survey in June 1991..
 MR0025
 MR0025.The geoid height was determined by GEOID03.
 MR0025
 MR0025.The dynamic height is computed by dividing the NAVD 88
 MR0025.geopotential number by the normal gravity value computed on the
 MR0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0025.degrees latitude (g = 980.6199 gals.).
 MR0025
 MR0025.The modeled gravity was interpolated from observed gravity values.
 MR0025
 MR0025;                    North         East    Units  Estimated Accuracy
 MR0025;SPC WY W     -   213,640.      779,580.      MT  (+/- 180 meters Scaled)
 MR0025
 MR0025                          SUPERSEDED SURVEY CONTROL
 MR0025
 MR0025  NGVD 29 (??/??/92) 1951.666  (m)         6403.09   (f) ADJ UNCH    1 2
 MR0025
 MR0025.Superseded values are not recommended for survey control.
 MR0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0025.See file dsdata.txt to determine how the superseded data were derived.
 MR0025
 MR0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL560970(NAD 83)
 MR0025_MARKER: DB = BENCH MARK DISK
 MR0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0025_SP_SET: CULVERT
 MR0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0025
 MR0025  HISTORY     - Date     Condition        Report By
 MR0025  HISTORY     - UNK      MONUMENTED       CGS
 MR0025  HISTORY     - 1958     GOOD             NGS
 MR0025  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0025
 MR0025                          STATION DESCRIPTION
 MR0025
 MR0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0025'8.3 MI NE FROM CARTER.
 MR0025'ABOUT 8.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0025'STATION AT CARTER, 8 POLES SOUTHWEST OF MILEPOST 867, ON THE TOP OF
 MR0025'THE SOUTH WING WALL OF THE SOUTHEAST STONE HEAD WALL OF CULVERT
 MR0025'867.32, 18 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 4 FEET
 MR0025'BELOW THE LEVEL OF THE TRACKS.
 MR0025
 MR0025                          STATION RECOVERY (1983)
 MR0025
 MR0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0163 ***********************************************************************
 PV0163  DESIGNATION -  K 61
 PV0163  PID         -  PV0163
 PV0163  STATE/COUNTY-  WY/CROOK
 PV0163  USGS QUAD   -  DEVILS TOWER (1984)
 PV0163
 PV0163                         *CURRENT SURVEY CONTROL
 PV0163  ___________________________________________________________________
 PV0163* NAD 83(1986)-  44 30 19.     (N)    104 42 54.     (W)     SCALED    
 PV0163* NAVD 88     -      1250.976  (meters)    4104.24   (feet)  ADJUSTED  
 PV0163  ___________________________________________________________________
 PV0163  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 PV0163  DYNAMIC HT  -        1250.536 (meters)    4102.80  (feet)  COMP
 PV0163  MODELED GRAV-     980,222.2   (mgal)                       NAVD 88
 PV0163  OBS GRAVITY -     980,226.7   (mgal)                       GRAV_OBS
 PV0163
 PV0163  VERT ORDER  -  SECOND    CLASS 0
 PV0163
 PV0163.The horizontal coordinates were scaled from a topographic map and have
 PV0163.an estimated accuracy of +/- 6 seconds.
 PV0163
 PV0163.The orthometric height was determined by differential leveling
 PV0163.and adjusted by the National Geodetic Survey in June 1991..
 PV0163
 PV0163.The geoid height was determined by GEOID03.
 PV0163
 PV0163.The dynamic height is computed by dividing the NAVD 88
 PV0163.geopotential number by the normal gravity value computed on the
 PV0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0163.degrees latitude (g = 980.6199 gals.).
 PV0163
 PV0163.The modeled gravity was interpolated from observed gravity values.
 PV0163.The observed gravity was obtained from relative gravimeter ties
 PV0163.to the IGSN71 gravity network.
 PV0163
 PV0163;                    North         East    Units  Estimated Accuracy
 PV0163;SPC WY E     -   444,990.      235,920.      MT  (+/- 180 meters Scaled)
 PV0163
 PV0163                          SUPERSEDED SURVEY CONTROL
 PV0163
 PV0163  NGVD 29 (??/??/92) 1250.39   (m)         4102.3    (f) COMPUTED    2 0
 PV0163
 PV0163.Superseded values are not recommended for survey control.
 PV0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0163.See file dsdata.txt to determine how the superseded data were derived.
 PV0163
 PV0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK226280(NAD 83)
 PV0163_MARKER: DB = BENCH MARK DISK
 PV0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0163_STAMPING: K 61 1934
 PV0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0163+STABILITY: SURFACE MOTION
 PV0163
 PV0163  HISTORY     - Date     Condition        Report By
 PV0163  HISTORY     - 1934     MONUMENTED       CGS
 PV0163
 PV0163                          STATION DESCRIPTION
 PV0163
 PV0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0163'4.9 MI E FROM CARLILE.
 PV0163'4.9 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PV0163'CARLILE, CROOK COUNTY, ABOUT 0.8 MILE NORTHEAST OF THE BELLE
 PV0163'FOURCHE RIVER BRIDGE, AT A SMALL KNOLL, 45 FEET SOUTH OF THE
 PV0163'CENTER LINE OF THE HIGHWAY, AND 5 FEET NORTH OF THE RIGHT-OF-WAY
 PV0163'FENCE.  A STANDARD DISK, STAMPED K 61 1934 AND SET IN THE TOP OF
 PV0163'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0676 ***********************************************************************
 PV0676  DESIGNATION -  K 61 RESET
 PV0676  PID         -  PV0676
 PV0676  STATE/COUNTY-  WY/CROOK
 PV0676  USGS QUAD   -  DEVILS TOWER (1984)
 PV0676
 PV0676                         *CURRENT SURVEY CONTROL
 PV0676  ___________________________________________________________________
 PV0676* NAD 83(1986)-  44 30 19.     (N)    104 42 54.     (W)     SCALED    
 PV0676* NAVD 88     -      1245.62   (meters)    4086.7    (feet)  RESET     
 PV0676  ___________________________________________________________________
 PV0676  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 PV0676
 PV0676  VERT ORDER  -  THIRD
 PV0676
 PV0676.The horizontal coordinates were scaled from a topographic map and have
 PV0676.an estimated accuracy of +/- 6 seconds.
 PV0676
 PV0676.The orthometric height was computed from unverified reset data.
 PV0676
 PV0676.The geoid height was determined by GEOID03.
 PV0676
 PV0676;                    North         East    Units  Estimated Accuracy
 PV0676;SPC WY E     -   444,990.      235,920.      MT  (+/- 180 meters Scaled)
 PV0676
 PV0676                          SUPERSEDED SURVEY CONTROL
 PV0676
 PV0676.No superseded survey control is available for this station.
 PV0676
 PV0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK226280(NAD 83)
 PV0676_MARKER: DV = VERTICAL CONTROL DISK
 PV0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0676_SP_SET: CONCRETE POST
 PV0676_STAMPING: K 61 RESET 1984
 PV0676_MARK LOGO: NGS   
 PV0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0676+STABILITY: SURFACE MOTION
 PV0676
 PV0676  HISTORY     - Date     Condition        Report By
 PV0676  HISTORY     - 1984     MONUMENTED       WYHD
 PV0676
 PV0676                          STATION DESCRIPTION
 PV0676
 PV0676'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1984
 PV0676'4.85 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE IN
 PV0676'CARLILE, 1.25 MILES WEST OF THE JUNCTION OF U.S. HIGHWAY 14 AND
 PV0676'WYOMING STATE HIGHWAY 24, 73 FEET SOUTH OF THE CENTERLINE OF THE
 PV0676'HIGHWAY, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 118 FEET WEST OF
 PV0676'THE WEST END OF A GATE NEAR THE EAST END OF A CUT SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0440 ***********************************************************************
 NQ0440  DESIGNATION -  K 63
 NQ0440  PID         -  NQ0440
 NQ0440  STATE/COUNTY-  WY/GOSHEN
 NQ0440  USGS QUAD   -  COTTIER (1990)
 NQ0440
 NQ0440                         *CURRENT SURVEY CONTROL
 NQ0440  ___________________________________________________________________
 NQ0440* NAD 83(1986)-  42 00 08.     (N)    104 20 20.     (W)     SCALED    
 NQ0440* NAVD 88     -      1276.326  (meters)    4187.41   (feet)  ADJUSTED  
 NQ0440  ___________________________________________________________________
 NQ0440  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 NQ0440  DYNAMIC HT  -        1275.495 (meters)    4184.69  (feet)  COMP
 NQ0440  MODELED GRAV-     979,927.6   (mgal)                       NAVD 88
 NQ0440
 NQ0440  VERT ORDER  -  SECOND    CLASS 0
 NQ0440
 NQ0440.The horizontal coordinates were scaled from a topographic map and have
 NQ0440.an estimated accuracy of +/- 6 seconds.
 NQ0440
 NQ0440.The orthometric height was determined by differential leveling
 NQ0440.and adjusted by the National Geodetic Survey in June 1991..
 NQ0440
 NQ0440.The geoid height was determined by GEOID03.
 NQ0440
 NQ0440.The dynamic height is computed by dividing the NAVD 88
 NQ0440.geopotential number by the normal gravity value computed on the
 NQ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0440.degrees latitude (g = 980.6199 gals.).
 NQ0440
 NQ0440.The modeled gravity was interpolated from observed gravity values.
 NQ0440
 NQ0440;                    North         East    Units  Estimated Accuracy
 NQ0440;SPC WY E     -   167,160.      268,580.      MT  (+/- 180 meters Scaled)
 NQ0440
 NQ0440                          SUPERSEDED SURVEY CONTROL
 NQ0440
 NQ0440  NGVD 29 (??/??/92) 1275.564  (m)         4184.91   (f) ADJ UNCH    2 0
 NQ0440
 NQ0440.Superseded values are not recommended for survey control.
 NQ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0440.See file dsdata.txt to determine how the superseded data were derived.
 NQ0440
 NQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG547502(NAD 83)
 NQ0440_MARKER: DB = BENCH MARK DISK
 NQ0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0440_STAMPING: K 63 1934
 NQ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0440+STABILITY: SURFACE MOTION
 NQ0440
 NQ0440  HISTORY     - Date     Condition        Report By
 NQ0440  HISTORY     - 1934     MONUMENTED       CGS
 NQ0440  HISTORY     - 1950     MARK NOT FOUND   NGS
 NQ0440
 NQ0440                          STATION DESCRIPTION
 NQ0440
 NQ0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 NQ0440'3.5 MI NE FROM VETERAN.
 NQ0440'3.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NQ0440'STATION AT VETERAN, NORTHEAST OF THE SIDING AT HELDT, 0.15 MILE
 NQ0440'SOUTH OF MILEPOST 191, AT A ROAD CROSSING, 29.5 FEET SOUTH OF
 NQ0440'THE CENTERLINE OF THE ROAD, 42.6 FEET NORTHWEST OF THE WEST
 NQ0440'RAIL, 23.6 FEET NORTHEAST OF A FENCE CORNER, 4.5 FEET FROM A
 NQ0440'POWER-TRANSMISSION LINE POLE, AND 6 FEET NORTHWEST OF A FENCE.
 NQ0440'A STANDARD DISK, STAMPED K 63 1934 AND SET IN THE TOP OF A
 NQ0440'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0637 ***********************************************************************
 MO0637  DESIGNATION -  K 65
 MO0637  PID         -  MO0637
 MO0637  STATE/COUNTY-  WY/ALBANY
 MO0637  USGS QUAD   -  MILLER (1978)
 MO0637
 MO0637                         *CURRENT SURVEY CONTROL
 MO0637  ___________________________________________________________________
 MO0637* NAD 83(1986)-  41 18 38.     (N)    105 51 23.     (W)     SCALED    
 MO0637* NAVD 88     -      2290.122  (meters)    7513.51   (feet)  ADJUSTED  
 MO0637  ___________________________________________________________________
 MO0637  GEOID HEIGHT-         -11.28  (meters)                     GEOID03
 MO0637  DYNAMIC HT  -        2288.078 (meters)    7506.80  (feet)  COMP
 MO0637  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 MO0637
 MO0637  VERT ORDER  -  FIRST     CLASS II
 MO0637
 MO0637.The horizontal coordinates were scaled from a topographic map and have
 MO0637.an estimated accuracy of +/- 6 seconds.
 MO0637
 MO0637.The orthometric height was determined by differential leveling
 MO0637.and adjusted by the National Geodetic Survey in June 1991..
 MO0637
 MO0637.The geoid height was determined by GEOID03.
 MO0637
 MO0637.The dynamic height is computed by dividing the NAVD 88
 MO0637.geopotential number by the normal gravity value computed on the
 MO0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0637.degrees latitude (g = 980.6199 gals.).
 MO0637
 MO0637.The modeled gravity was interpolated from observed gravity values.
 MO0637
 MO0637;                    North         East    Units  Estimated Accuracy
 MO0637;SPC WY E     -    90,240.      142,250.      MT  (+/- 180 meters Scaled)
 MO0637
 MO0637                          SUPERSEDED SURVEY CONTROL
 MO0637
 MO0637  NGVD 29 (??/??/92) 2289.010  (m)         7509.86   (f) ADJ UNCH    1 2
 MO0637
 MO0637.Superseded values are not recommended for survey control.
 MO0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0637.See file dsdata.txt to determine how the superseded data were derived.
 MO0637
 MO0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF283735(NAD 83)
 MO0637_MARKER: DB = BENCH MARK DISK
 MO0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0637_STAMPING: K 65 1934
 MO0637_MARK LOGO: CGS   
 MO0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0637+STABILITY: SURFACE MOTION
 MO0637
 MO0637  HISTORY     - Date     Condition        Report By
 MO0637  HISTORY     - 1934     MONUMENTED       CGS
 MO0637  HISTORY     - 1956     GOOD             NGS
 MO0637  HISTORY     - 19990824 GOOD             WYDT
 MO0637
 MO0637                          STATION DESCRIPTION
 MO0637
 MO0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0637'14.1 MI W FROM LARAMIE.
 MO0637'14.1 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0637'RAILROAD FROM THE STATION AT LARAMIE, 61.6 FEET SOUTH OF MILEPOST
 MO0637'14, 32 FEET SOUTH OF THE SOUTH RAIL, 1.9 FEET WEST OF A WITNESS POST,
 MO0637'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MO0637'THE GROUND, IN SECTION 31, TOWNSHIP 16 NORTH, RANGE 75 WEST.
 MO0637
 MO0637                          STATION RECOVERY (1999)
 MO0637
 MO0637'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0637'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0637'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MO0637'GOOD CONDITION.  THE RAILROAD TRACKS ARE BEING REMOVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0077 ***********************************************************************
 MP0077  DESIGNATION -  K 66
 MP0077  PID         -  MP0077
 MP0077  STATE/COUNTY-  WY/ALBANY
 MP0077  USGS QUAD   -  LAKE OWEN (1992)
 MP0077
 MP0077                         *CURRENT SURVEY CONTROL
 MP0077  ___________________________________________________________________
 MP0077* NAD 83(1986)-  41 10 32.     (N)    106 05 47.     (W)     SCALED    
 MP0077* NAVD 88     -      2614.718  (meters)    8578.45   (feet)  ADJUSTED  
 MP0077  ___________________________________________________________________
 MP0077  GEOID HEIGHT-         -10.76  (meters)                     GEOID03
 MP0077  DYNAMIC HT  -        2612.212 (meters)    8570.23  (feet)  COMP
 MP0077  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 MP0077
 MP0077  VERT ORDER  -  FIRST     CLASS II
 MP0077
 MP0077.The horizontal coordinates were scaled from a topographic map and have
 MP0077.an estimated accuracy of +/- 6 seconds.
 MP0077
 MP0077.The orthometric height was determined by differential leveling
 MP0077.and adjusted by the National Geodetic Survey in June 1991..
 MP0077
 MP0077.The geoid height was determined by GEOID03.
 MP0077
 MP0077.The dynamic height is computed by dividing the NAVD 88
 MP0077.geopotential number by the normal gravity value computed on the
 MP0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0077.degrees latitude (g = 980.6199 gals.).
 MP0077
 MP0077.The modeled gravity was interpolated from observed gravity values.
 MP0077
 MP0077;                    North         East    Units  Estimated Accuracy
 MP0077;SPC WY E     -    75,430.      121,990.      MT  (+/- 180 meters Scaled)
 MP0077
 MP0077                          SUPERSEDED SURVEY CONTROL
 MP0077
 MP0077  NGVD 29 (??/??/92) 2613.477  (m)         8574.38   (f) ADJ UNCH    1 2
 MP0077
 MP0077.Superseded values are not recommended for survey control.
 MP0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0077.See file dsdata.txt to determine how the superseded data were derived.
 MP0077
 MP0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF080588(NAD 83)
 MP0077_MARKER: DB = BENCH MARK DISK
 MP0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0077_STAMPING: K 66 1934
 MP0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0077+STABILITY: SURFACE MOTION
 MP0077
 MP0077  HISTORY     - Date     Condition        Report By
 MP0077  HISTORY     - 1934     MONUMENTED       CGS
 MP0077  HISTORY     - 1956     GOOD             NGS
 MP0077
 MP0077                          STATION DESCRIPTION
 MP0077
 MP0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0077'2.8 MI SE FROM ALBANY.
 MP0077'2.8 MILES SOUTHEAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0077'RAILROAD FROM THE STATION ALBANY, 71.5 FEET SOUTHEAST OF MILEPOST 43,
 MP0077'17.4 FEET EAST OF THE EAST RAIL, 12 FEET WEST OF A WITNESS POST, AT A
 MP0077'CURVE IN THE RAILROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0077'PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION
 MP0077'13, TOWNSHIP 14 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0052 ***********************************************************************
 NT0052  DESIGNATION -  K 68
 NT0052  PID         -  NT0052
 NT0052  STATE/COUNTY-  WY/LINCOLN
 NT0052  USGS QUAD   -  SALT FLAT (1984)
 NT0052
 NT0052                         *CURRENT SURVEY CONTROL
 NT0052  ___________________________________________________________________
 NT0052* NAD 83(1986)-  42 25 04.     (N)    110 59 06.     (W)     SCALED    
 NT0052* NAVD 88     -      1952.307  (meters)    6405.19   (feet)  ADJUSTED  
 NT0052  ___________________________________________________________________
 NT0052  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 NT0052  DYNAMIC HT  -        1950.793 (meters)    6400.23  (feet)  COMP
 NT0052  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 NT0052
 NT0052  VERT ORDER  -  SECOND    CLASS 0
 NT0052
 NT0052.The horizontal coordinates were scaled from a topographic map and have
 NT0052.an estimated accuracy of +/- 6 seconds.
 NT0052
 NT0052.The orthometric height was determined by differential leveling
 NT0052.and adjusted by the National Geodetic Survey in June 1991..
 NT0052
 NT0052.The geoid height was determined by GEOID03.
 NT0052
 NT0052.The dynamic height is computed by dividing the NAVD 88
 NT0052.geopotential number by the normal gravity value computed on the
 NT0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0052.degrees latitude (g = 980.6199 gals.).
 NT0052
 NT0052.The modeled gravity was interpolated from observed gravity values.
 NT0052
 NT0052;                    North         East    Units  Estimated Accuracy
 NT0052;SPC WY W     -   313,370.      725,790.      MT  (+/- 180 meters Scaled)
 NT0052
 NT0052                          SUPERSEDED SURVEY CONTROL
 NT0052
 NT0052  NGVD 29 (??/??/92) 1950.980  (m)         6400.84   (f) ADJ UNCH    2 0
 NT0052
 NT0052.Superseded values are not recommended for survey control.
 NT0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0052.See file dsdata.txt to determine how the superseded data were derived.
 NT0052
 NT0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM012961(NAD 83)
 NT0052_MARKER: DB = BENCH MARK DISK
 NT0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0052_SP_SET: RETAINING WALL
 NT0052_STAMPING: K 68 1934
 NT0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0052
 NT0052  HISTORY     - Date     Condition        Report By
 NT0052  HISTORY     - 1934     MONUMENTED       CGS
 NT0052
 NT0052                          STATION DESCRIPTION
 NT0052
 NT0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0052'18.8 MI S FROM SMOOT.
 NT0052'18.8 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0052'SMOOT, LINCOLN COUNTY, 138 FEET SOUTHEAST OF RIGHT-OF-WAY POST 240, 18
 NT0052'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD LEADING
 NT0052'NORTHEAST ALONG A SMALL CREEK, AT A CONCRETE BRIDGE OVER A CREEK, IN
 NT0052'THE CENTER OF THE TOP OF A RETAINING WALL, AND 12 FEET EAST OF THE
 NT0052'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 68 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0242 ***********************************************************************
 MR0242  DESIGNATION -  K 69
 MR0242  PID         -  MR0242
 MR0242  STATE/COUNTY-  WY/LINCOLN
 MR0242  USGS QUAD   -  SAGE (1985)
 MR0242
 MR0242                         *CURRENT SURVEY CONTROL
 MR0242  ___________________________________________________________________
 MR0242* NAD 83(1986)-  41 48 41.     (N)    110 58 26.     (W)     SCALED    
 MR0242* NAVD 88     -      1926.480  (meters)    6320.46   (feet)  ADJUSTED  
 MR0242  ___________________________________________________________________
 MR0242  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MR0242  DYNAMIC HT  -        1924.893 (meters)    6315.25  (feet)  COMP
 MR0242  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 MR0242
 MR0242  VERT ORDER  -  SECOND    CLASS 0
 MR0242
 MR0242.The horizontal coordinates were scaled from a topographic map and have
 MR0242.an estimated accuracy of +/- 6 seconds.
 MR0242
 MR0242.The orthometric height was determined by differential leveling
 MR0242.and adjusted by the National Geodetic Survey in June 1991..
 MR0242.WARNING-Repeat measurements at this control monument indicate possible
 MR0242.vertical movement.
 MR0242
 MR0242.The geoid height was determined by GEOID03.
 MR0242
 MR0242.The dynamic height is computed by dividing the NAVD 88
 MR0242.geopotential number by the normal gravity value computed on the
 MR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0242.degrees latitude (g = 980.6199 gals.).
 MR0242
 MR0242.The modeled gravity was interpolated from observed gravity values.
 MR0242
 MR0242;                    North         East    Units  Estimated Accuracy
 MR0242;SPC WY W     -   246,010.      726,000.      MT  (+/- 180 meters Scaled)
 MR0242
 MR0242                          SUPERSEDED SURVEY CONTROL
 MR0242
 MR0242  NGVD 29 (??/??/92) 1925.180  (m)         6316.19   (f) ADJ UNCH    2 0
 MR0242
 MR0242.Superseded values are not recommended for survey control.
 MR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0242.See file dsdata.txt to determine how the superseded data were derived.
 MR0242
 MR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM021288(NAD 83)
 MR0242_MARKER: DB = BENCH MARK DISK
 MR0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0242_STAMPING: K 69 1934
 MR0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0242+STABILITY: SURFACE MOTION
 MR0242
 MR0242  HISTORY     - Date     Condition        Report By
 MR0242  HISTORY     - 1934     MONUMENTED       CGS
 MR0242
 MR0242                          STATION DESCRIPTION
 MR0242
 MR0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0242'0.9 MI W FROM SAGE.
 MR0242'0.9 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0242'SAGE, LINCOLN COUNTY, 0.2 MILE EAST OF THE CROSSING OF U.S. HIGHWAY
 MR0242'89, 600 FEET EAST OF SEMAPHORE 64.0, 155 FEET NORTHWEST OF CULVERT
 MR0242'63.94 UNDER THE TRACK, 98 FEET NORTH OF MILEPOST 64, 48 FEET NORTH OF
 MR0242'THE CENTER LINE OF THE TRACK, AND 4 FEET NORTHWEST OF A POLE.  A
 MR0242'STANDARD DISK, STAMPED K 69 1934 AND SET IN THE TOP OF A CONCRETE
 MR0242'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0112 ***********************************************************************
 PV0112  DESIGNATION -  K 7
 PV0112  PID         -  PV0112
 PV0112  STATE/COUNTY-  WY/CROOK
 PV0112  USGS QUAD   -  FREDA CREEK (1982)
 PV0112
 PV0112                         *CURRENT SURVEY CONTROL
 PV0112  ___________________________________________________________________
 PV0112* NAD 83(1986)-  44 11 40.     (N)    104 51 27.     (W)     SCALED    
 PV0112* NAVD 88     -      1325.014  (meters)    4347.15   (feet)  ADJUSTED  
 PV0112  ___________________________________________________________________
 PV0112  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0112  DYNAMIC HT  -        1324.468 (meters)    4345.36  (feet)  COMP
 PV0112  MODELED GRAV-     980,159.5   (mgal)                       NAVD 88
 PV0112
 PV0112  VERT ORDER  -  FIRST     CLASS II
 PV0112
 PV0112.The horizontal coordinates were scaled from a topographic map and have
 PV0112.an estimated accuracy of +/- 6 seconds.
 PV0112
 PV0112.The orthometric height was determined by differential leveling
 PV0112.and adjusted by the National Geodetic Survey in June 1991..
 PV0112
 PV0112.The geoid height was determined by GEOID03.
 PV0112
 PV0112.The dynamic height is computed by dividing the NAVD 88
 PV0112.geopotential number by the normal gravity value computed on the
 PV0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0112.degrees latitude (g = 980.6199 gals.).
 PV0112
 PV0112.The modeled gravity was interpolated from observed gravity values.
 PV0112
 PV0112;                    North         East    Units  Estimated Accuracy
 PV0112;SPC WY E     -   410,400.      224,710.      MT  (+/- 180 meters Scaled)
 PV0112
 PV0112                          SUPERSEDED SURVEY CONTROL
 PV0112
 PV0112  NGVD 29 (??/??/92) 1324.373  (m)         4345.05   (f) ADJ UNCH    1 2
 PV0112
 PV0112.Superseded values are not recommended for survey control.
 PV0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0112.See file dsdata.txt to determine how the superseded data were derived.
 PV0112
 PV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ113934(NAD 83)
 PV0112_MARKER: B = BOLT
 PV0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PV0112_SP_SET: CULVERT
 PV0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0112
 PV0112  HISTORY     - Date     Condition        Report By
 PV0112  HISTORY     - 1908     MONUMENTED       CGS
 PV0112  HISTORY     - 1957     GOOD             NGS
 PV0112
 PV0112                          STATION DESCRIPTION
 PV0112
 PV0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0112'6.8 MI SE FROM MOORCROFT.
 PV0112'6.85 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0112'RAILROAD FROM THE STATION AT MOORCROFT, 0.35 MILE WEST OF
 PV0112'MILEPOST 562, 11 RAILS WEST OF THE SWITCH STAND AT THE WEST END
 PV0112'OF KARA SIDING, 31 FEET SOUTH OF THE SOUTH RAIL, ABOUT 25 FEET
 PV0112'BELOW THE TOP OF THE RAIL AND IN THE CENTER OF THE TOP OF THE
 PV0112'SOUTH HEAD WALL OF A CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0200 ***********************************************************************
 MR0200  DESIGNATION -  K 70
 MR0200  PID         -  MR0200
 MR0200  STATE/COUNTY-  WY/LINCOLN
 MR0200  USGS QUAD   -  FOSSIL (1985)
 MR0200
 MR0200                         *CURRENT SURVEY CONTROL
 MR0200  ___________________________________________________________________
 MR0200* NAD 83(1986)-  41 48 44.     (N)    110 41 56.     (W)     SCALED    
 MR0200* NAVD 88     -      2034.119  (meters)    6673.61   (feet)  ADJUSTED  
 MR0200  ___________________________________________________________________
 MR0200  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MR0200  DYNAMIC HT  -        2032.371 (meters)    6667.87  (feet)  COMP
 MR0200  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 MR0200
 MR0200  VERT ORDER  -  SECOND    CLASS 0
 MR0200
 MR0200.The horizontal coordinates were scaled from a topographic map and have
 MR0200.an estimated accuracy of +/- 6 seconds.
 MR0200
 MR0200.The orthometric height was determined by differential leveling
 MR0200.and adjusted by the National Geodetic Survey in June 1991..
 MR0200
 MR0200.The geoid height was determined by GEOID03.
 MR0200
 MR0200.The dynamic height is computed by dividing the NAVD 88
 MR0200.geopotential number by the normal gravity value computed on the
 MR0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0200.degrees latitude (g = 980.6199 gals.).
 MR0200
 MR0200.The modeled gravity was interpolated from observed gravity values.
 MR0200
 MR0200;                    North         East    Units  Estimated Accuracy
 MR0200;SPC WY W     -   245,910.      748,850.      MT  (+/- 180 meters Scaled)
 MR0200
 MR0200                          SUPERSEDED SURVEY CONTROL
 MR0200
 MR0200  NGVD 29 (??/??/92) 2032.734  (m)         6669.06   (f) ADJ UNCH    2 0
 MR0200
 MR0200.Superseded values are not recommended for survey control.
 MR0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0200.See file dsdata.txt to determine how the superseded data were derived.
 MR0200
 MR0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM250289(NAD 83)
 MR0200_MARKER: DB = BENCH MARK DISK
 MR0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0200_STAMPING: K 70 1934
 MR0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0200+STABILITY: SURFACE MOTION
 MR0200
 MR0200  HISTORY     - Date     Condition        Report By
 MR0200  HISTORY     - 1934     MONUMENTED       CGS
 MR0200  HISTORY     - 1966     GOOD             NGS
 MR0200
 MR0200                          STATION DESCRIPTION
 MR0200
 MR0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0200'8.9 MI W FROM KEMMERER.
 MR0200'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0200'KEMMERER, THENCE 3.7 MILES WEST ALONG U.S. HIGHWAY 30N, 0.2 MILE
 MR0200'NORTHWEST OF A CONCRETE BRIDGE AND BENCH MARK R 168, 162 FEET
 MR0200'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 68 FEET WEST OF FORMER
 MR0200'RAILROAD MILEPOLE 49, 38.1 FEET NORTHEAST OF A FENCE, 2.0 FEET
 MR0200'SOUTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND
 MR0200'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE
 MR0200'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0289 ***********************************************************************
 MQ0289  DESIGNATION -  K 71
 MQ0289  PID         -  MQ0289
 MQ0289  STATE/COUNTY-  WY/SWEETWATER
 MQ0289  USGS QUAD   -  BLUE POINT (1980)
 MQ0289
 MQ0289                         *CURRENT SURVEY CONTROL
 MQ0289  ___________________________________________________________________
 MQ0289* NAD 83(1986)-  41 42 42.     (N)    109 51 12.     (W)     SCALED    
 MQ0289* NAVD 88     -      1979.273  (meters)    6493.66   (feet)  ADJUSTED  
 MQ0289  ___________________________________________________________________
 MQ0289  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 MQ0289  DYNAMIC HT  -        1977.577 (meters)    6488.10  (feet)  COMP
 MQ0289  MODELED GRAV-     979,695.7   (mgal)                       NAVD 88
 MQ0289
 MQ0289  VERT ORDER  -  SECOND    CLASS 0
 MQ0289
 MQ0289.The horizontal coordinates were scaled from a topographic map and have
 MQ0289.an estimated accuracy of +/- 6 seconds.
 MQ0289
 MQ0289.The orthometric height was determined by differential leveling
 MQ0289.and adjusted by the National Geodetic Survey in June 1991..
 MQ0289
 MQ0289.The geoid height was determined by GEOID03.
 MQ0289
 MQ0289.The dynamic height is computed by dividing the NAVD 88
 MQ0289.geopotential number by the normal gravity value computed on the
 MQ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0289.degrees latitude (g = 980.6199 gals.).
 MQ0289
 MQ0289.The modeled gravity was interpolated from observed gravity values.
 MQ0289
 MQ0289;                    North         East    Units  Estimated Accuracy
 MQ0289;SPC WYWC     -   135,140.      508,180.      MT  (+/- 180 meters Scaled)
 MQ0289
 MQ0289                          SUPERSEDED SURVEY CONTROL
 MQ0289
 MQ0289  NGVD 29 (??/??/92) 1977.965  (m)         6489.37   (f) ADJ UNCH    2 0
 MQ0289
 MQ0289.Superseded values are not recommended for survey control.
 MQ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0289.See file dsdata.txt to determine how the superseded data were derived.
 MQ0289
 MQ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM953183(NAD 83)
 MQ0289_MARKER: DB = BENCH MARK DISK
 MQ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0289_STAMPING: K 71 1934
 MQ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0289+STABILITY: SURFACE MOTION
 MQ0289
 MQ0289  HISTORY     - Date     Condition        Report By
 MQ0289  HISTORY     - 1934     MONUMENTED       CGS
 MQ0289
 MQ0289                          STATION DESCRIPTION
 MQ0289
 MQ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0289'12.7 MI NE FROM GRANGER.
 MQ0289'ABOUT 12.7 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0289'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT
 MQ0289'4.6 MILES WEST OF THE INTERSECTION WITH THE YELLOWSTONE ROAD, 24 FEET
 MQ0289'SOUTH OF THE CENTER LINE OF THE ROAD, AND IN A CIRCLE OF SANDSTONE
 MQ0289'ROCK.  A STANDARD DISK, STAMPED K 71 1934 AND SET IN THE TOP OF A
 MQ0289'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0242 ***********************************************************************
 MQ0242  DESIGNATION -  K 72
 MQ0242  PID         -  MQ0242
 MQ0242  STATE/COUNTY-  WY/SWEETWATER
 MQ0242  USGS QUAD   -  MC KINNON (1980)
 MQ0242
 MQ0242                         *CURRENT SURVEY CONTROL
 MQ0242  ___________________________________________________________________
 MQ0242* NAD 83(1986)-  41 01 21.     (N)    109 54 13.     (W)     SCALED    
 MQ0242* NAVD 88     -      2189.277  (meters)    7182.65   (feet)  ADJUSTED  
 MQ0242  ___________________________________________________________________
 MQ0242  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 MQ0242  DYNAMIC HT  -        2187.197 (meters)    7175.83  (feet)  COMP
 MQ0242  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 MQ0242
 MQ0242  VERT ORDER  -  SECOND    CLASS 0
 MQ0242
 MQ0242.The horizontal coordinates were scaled from a topographic map and have
 MQ0242.an estimated accuracy of +/- 6 seconds.
 MQ0242
 MQ0242.The orthometric height was determined by differential leveling
 MQ0242.and adjusted by the National Geodetic Survey in June 1991..
 MQ0242
 MQ0242.The geoid height was determined by GEOID03.
 MQ0242
 MQ0242.The dynamic height is computed by dividing the NAVD 88
 MQ0242.geopotential number by the normal gravity value computed on the
 MQ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0242.degrees latitude (g = 980.6199 gals.).
 MQ0242
 MQ0242.The modeled gravity was interpolated from observed gravity values.
 MQ0242
 MQ0242;                    North         East    Units  Estimated Accuracy
 MQ0242;SPC WYWC     -    58,660.      502,980.      MT  (+/- 180 meters Scaled)
 MQ0242
 MQ0242                          SUPERSEDED SURVEY CONTROL
 MQ0242
 MQ0242  NGVD 29 (??/??/92) 2187.900  (m)         7178.14   (f) ADJ UNCH    2 0
 MQ0242
 MQ0242.Superseded values are not recommended for survey control.
 MQ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0242.See file dsdata.txt to determine how the superseded data were derived.
 MQ0242
 MQ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL921418(NAD 83)
 MQ0242_MARKER: DB = BENCH MARK DISK
 MQ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0242_STAMPING: K 72 1934
 MQ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0242+STABILITY: SURFACE MOTION
 MQ0242
 MQ0242  HISTORY     - Date     Condition        Report By
 MQ0242  HISTORY     - 1934     MONUMENTED       CGS
 MQ0242  HISTORY     - 1964     MARK NOT FOUND   USGS
 MQ0242
 MQ0242                          STATION DESCRIPTION
 MQ0242
 MQ0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0242'2.1 MI E FROM MCKINNON.
 MQ0242'2.1 MILES EAST ALONG THE ROAD LEADING TO MANILA FROM THE PUBLIC SCHOOL
 MQ0242'AT MCKINNON, SWEETWATER COUNTY, 360 FEET WEST OF A ROOT CELLAR, ON THE
 MQ0242'NORTH SIDE OF THE ROAD, 163 FEET SOUTHEAST OF THE CORNER OF AN OLD
 MQ0242'CONCRETE FOUNDATION, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN
 MQ0242'AN OPEN FIELD, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 MQ0242'K 72 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MQ0242
 MQ0242                          STATION RECOVERY (1964)
 MQ0242
 MQ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MQ0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0082 ***********************************************************************
 MR0082  DESIGNATION -  K 73
 MR0082  PID         -  MR0082
 MR0082  STATE/COUNTY-  WY/UINTA
 MR0082  USGS QUAD   -  MOUNTAIN VIEW (1980)
 MR0082
 MR0082                         *CURRENT SURVEY CONTROL
 MR0082  ___________________________________________________________________
 MR0082* NAD 83(1986)-  41 18 59.     (N)    110 16 02.     (W)     SCALED    
 MR0082* NAVD 88     -      2025.727  (meters)    6646.07   (feet)  ADJUSTED  
 MR0082  ___________________________________________________________________
 MR0082  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 MR0082  DYNAMIC HT  -        2023.922 (meters)    6640.15  (feet)  COMP
 MR0082  MODELED GRAV-     979,660.0   (mgal)                       NAVD 88
 MR0082
 MR0082  VERT ORDER  -  SECOND    CLASS 0
 MR0082
 MR0082.The horizontal coordinates were scaled from a topographic map and have
 MR0082.an estimated accuracy of +/- 6 seconds.
 MR0082
 MR0082.The orthometric height was determined by differential leveling
 MR0082.and adjusted by the National Geodetic Survey in June 1991..
 MR0082
 MR0082.The geoid height was determined by GEOID03.
 MR0082
 MR0082.The dynamic height is computed by dividing the NAVD 88
 MR0082.geopotential number by the normal gravity value computed on the
 MR0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0082.degrees latitude (g = 980.6199 gals.).
 MR0082
 MR0082.The modeled gravity was interpolated from observed gravity values.
 MR0082
 MR0082;                    North         East    Units  Estimated Accuracy
 MR0082;SPC WY W     -   190,670.      784,600.      MT  (+/- 180 meters Scaled)
 MR0082
 MR0082                          SUPERSEDED SURVEY CONTROL
 MR0082
 MR0082  NGVD 29 (??/??/92) 2024.405  (m)         6641.74   (f) ADJ UNCH    2 0
 MR0082
 MR0082.Superseded values are not recommended for survey control.
 MR0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0082.See file dsdata.txt to determine how the superseded data were derived.
 MR0082
 MR0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL613741(NAD 83)
 MR0082_MARKER: DB = BENCH MARK DISK
 MR0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0082_STAMPING: K 73 1934
 MR0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0082+STABILITY: SURFACE MOTION
 MR0082
 MR0082  HISTORY     - Date     Condition        Report By
 MR0082  HISTORY     - 1934     MONUMENTED       CGS
 MR0082  HISTORY     - 1964     GOOD             USGS
 MR0082
 MR0082                          STATION DESCRIPTION
 MR0082
 MR0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0082'2.4 MI SE FROM LYMAN.
 MR0082'2.4 MILES SOUTHEAST ALONG THE ROAD LEADING TO LONETREE FROM THE HIGH
 MR0082'SCHOOL AT LYMAN, UINTA COUNTY, 450 FEET EAST OF THE JUNCTION OF A FARM
 MR0082'ROAD LEADING NORTH, 105 FEET EAST OF A BOX CULVERT, 33 FEET SOUTH OF
 MR0082'THE CENTER LINE OF THE ROAD, AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 MR0082'DISK, STAMPED K 73 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MR0082
 MR0082                          STATION RECOVERY (1964)
 MR0082
 MR0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MR0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0312 ***********************************************************************
 MP0312  DESIGNATION -  K 74
 MP0312  PID         -  MP0312
 MP0312  STATE/COUNTY-  WY/CARBON
 MP0312  USGS QUAD   -  BRIDGER PEAK (1983)
 MP0312
 MP0312                         *CURRENT SURVEY CONTROL
 MP0312  ___________________________________________________________________
 MP0312* NAD 83(1986)-  41 09 36.     (N)    107 01 29.     (W)     SCALED    
 MP0312* NAVD 88     -      2818.190  (meters)    9246.01   (feet)  ADJUSTED  
 MP0312  ___________________________________________________________________
 MP0312  GEOID HEIGHT-         -11.20  (meters)                     GEOID03
 MP0312  DYNAMIC HT  -        2815.369 (meters)    9236.76  (feet)  COMP
 MP0312  MODELED GRAV-     979,518.6   (mgal)                       NAVD 88
 MP0312
 MP0312  VERT ORDER  -  SECOND    CLASS 0
 MP0312
 MP0312.The horizontal coordinates were scaled from a topographic map and have
 MP0312.an estimated accuracy of +/- 6 seconds.
 MP0312
 MP0312.The orthometric height was determined by differential leveling
 MP0312.and adjusted by the National Geodetic Survey in June 1991..
 MP0312
 MP0312.The geoid height was determined by GEOID03.
 MP0312
 MP0312.The dynamic height is computed by dividing the NAVD 88
 MP0312.geopotential number by the normal gravity value computed on the
 MP0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0312.degrees latitude (g = 980.6199 gals.).
 MP0312
 MP0312.The modeled gravity was interpolated from observed gravity values.
 MP0312
 MP0312;                    North         East    Units  Estimated Accuracy
 MP0312;SPC WYEC     -   173,340.      425,900.      MT  (+/- 180 meters Scaled)
 MP0312
 MP0312                          SUPERSEDED SURVEY CONTROL
 MP0312
 MP0312  NGVD 29 (??/??/92) 2816.813  (m)         9241.49   (f) ADJ UNCH    2 0
 MP0312
 MP0312.Superseded values are not recommended for survey control.
 MP0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0312.See file dsdata.txt to determine how the superseded data were derived.
 MP0312
 MP0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF301584(NAD 83)
 MP0312_MARKER: DB = BENCH MARK DISK
 MP0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0312_STAMPING: K 74 1934
 MP0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0312+STABILITY: SURFACE MOTION
 MP0312
 MP0312  HISTORY     - Date     Condition        Report By
 MP0312  HISTORY     - 1934     MONUMENTED       CGS
 MP0312
 MP0312                          STATION DESCRIPTION
 MP0312
 MP0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0312'16.2 MI W FROM ENCAMPMENT.
 MP0312'16.2 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 0.3 MILE EAST
 MP0312'OF THE FIRST CREEK EAST OF HASKINS CREEK, ABOUT 300 FEET WEST OF AN
 MP0312'ABRUPT CURVE TO THE NORTHEAST, ON THE INSIDE OF A CURVE, 78 FEET WEST
 MP0312'OF ROAD-MARKER STAKE 860, 34 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MP0312'AND ABOUT 5-1/2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED K
 MP0312'74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0125 ***********************************************************************
 MP0125  DESIGNATION -  K 75
 MP0125  PID         -  MP0125
 MP0125  STATE/COUNTY-  WY/CARBON
 MP0125  USGS QUAD   -  COW CREEK (1961)
 MP0125
 MP0125                         *CURRENT SURVEY CONTROL
 MP0125  ___________________________________________________________________
 MP0125* NAD 83(1986)-  41 16 02.     (N)    106 44 44.     (W)     SCALED    
 MP0125* NAVD 88     -      2148.089  (meters)    7047.52   (feet)  ADJUSTED  
 MP0125  ___________________________________________________________________
 MP0125  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 MP0125  DYNAMIC HT  -        2146.148 (meters)    7041.15  (feet)  COMP
 MP0125  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 MP0125
 MP0125  VERT ORDER  -  SECOND    CLASS 0
 MP0125
 MP0125.The horizontal coordinates were scaled from a topographic map and have
 MP0125.an estimated accuracy of +/- 6 seconds.
 MP0125
 MP0125.The orthometric height was determined by differential leveling
 MP0125.and adjusted by the National Geodetic Survey in June 1991..
 MP0125
 MP0125.The geoid height was determined by GEOID03.
 MP0125
 MP0125.The dynamic height is computed by dividing the NAVD 88
 MP0125.geopotential number by the normal gravity value computed on the
 MP0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0125.degrees latitude (g = 980.6199 gals.).
 MP0125
 MP0125.The modeled gravity was interpolated from observed gravity values.
 MP0125
 MP0125;                    North         East    Units  Estimated Accuracy
 MP0125;SPC WYEC     -   185,360.      449,250.      MT  (+/- 180 meters Scaled)
 MP0125
 MP0125                          SUPERSEDED SURVEY CONTROL
 MP0125
 MP0125  NGVD 29 (??/??/92) 2146.889  (m)         7043.59   (f) ADJ UNCH    2 0
 MP0125
 MP0125.Superseded values are not recommended for survey control.
 MP0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0125.See file dsdata.txt to determine how the superseded data were derived.
 MP0125
 MP0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF537698(NAD 83)
 MP0125_MARKER: DB = BENCH MARK DISK
 MP0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0125_STAMPING: K 75 1934
 MP0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0125+STABILITY: SURFACE MOTION
 MP0125
 MP0125  HISTORY     - Date     Condition        Report By
 MP0125  HISTORY     - 1934     MONUMENTED       CGS
 MP0125
 MP0125                          STATION DESCRIPTION
 MP0125
 MP0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0125'5.5 MI N FROM ENCAMPMENT.
 MP0125'5.5 MILES NORTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD FROM
 MP0125'THE STATION AT ENCAMPMENT, ABOUT 560 FEET SOUTHWEST OF THE SOUTH
 MP0125'SWITCH AT CANYON, 155 FEET EAST OF A ROAD CROSSING, 86 FEET EAST OF A
 MP0125'ROCK CULVERT, 51 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 5
 MP0125'FEET NORTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED K 75 1934
 MP0125'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0199 ***********************************************************************
 MP0199  DESIGNATION -  K 76
 MP0199  PID         -  MP0199
 MP0199  STATE/COUNTY-  WY/CARBON
 MP0199  USGS QUAD   -  WALCOTT (1982)
 MP0199
 MP0199                         *CURRENT SURVEY CONTROL
 MP0199  ___________________________________________________________________
 MP0199* NAD 83(1986)-  41 45 38.     (N)    106 50 58.     (W)     SCALED    
 MP0199* NAVD 88     -      2018.033  (meters)    6620.83   (feet)  ADJUSTED  
 MP0199  ___________________________________________________________________
 MP0199  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 MP0199  DYNAMIC HT  -        2016.284 (meters)    6615.09  (feet)  COMP
 MP0199  MODELED GRAV-     979,684.4   (mgal)                       NAVD 88
 MP0199
 MP0199  VERT ORDER  -  FIRST     CLASS II
 MP0199
 MP0199.The horizontal coordinates were scaled from a topographic map and have
 MP0199.an estimated accuracy of +/- 6 seconds.
 MP0199
 MP0199.The orthometric height was determined by differential leveling
 MP0199.and adjusted by the National Geodetic Survey in June 1991..
 MP0199
 MP0199.The geoid height was determined by GEOID03.
 MP0199
 MP0199.The dynamic height is computed by dividing the NAVD 88
 MP0199.geopotential number by the normal gravity value computed on the
 MP0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0199.degrees latitude (g = 980.6199 gals.).
 MP0199
 MP0199.The modeled gravity was interpolated from observed gravity values.
 MP0199
 MP0199;                    North         East    Units  Estimated Accuracy
 MP0199;SPC WYEC     -   240,100.      440,240.      MT  (+/- 180 meters Scaled)
 MP0199
 MP0199                          SUPERSEDED SURVEY CONTROL
 MP0199
 MP0199  NGVD 29 (??/??/92) 2016.837  (m)         6616.91   (f) ADJ UNCH    1 2
 MP0199
 MP0199.Superseded values are not recommended for survey control.
 MP0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0199.See file dsdata.txt to determine how the superseded data were derived.
 MP0199
 MP0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG462248(NAD 83)
 MP0199_MARKER: DB = BENCH MARK DISK
 MP0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0199_STAMPING: K 76 1934
 MP0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0199+STABILITY: SURFACE MOTION
 MP0199
 MP0199  HISTORY     - Date     Condition        Report By
 MP0199  HISTORY     - 1934     MONUMENTED       CGS
 MP0199  HISTORY     - 1947     GOOD             NGS
 MP0199  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0199
 MP0199                          STATION DESCRIPTION
 MP0199
 MP0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0199'IN WALCOTT.
 MP0199'AT WALCOTT, CRBON COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 1,350
 MP0199'FEET WEST OF THE STATION, ABOUT 520 FEET EAST OF A BRIDGE ACROSS A
 MP0199'WATERCOURSE, ABOUT 120 FEET NORTH OF THE CENTER LINE OF THE NORTH
 MP0199'TRACK, AND ABOUT 90 FEET EAST OF THE WEST RAILROAD BUILDING.  A
 MP0199'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 MP0199
 MP0199                          STATION RECOVERY (1983)
 MP0199
 MP0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0107 ***********************************************************************
 OX0107  DESIGNATION -  K 77
 OX0107  PID         -  OX0107
 OX0107  STATE/COUNTY-  WY/LINCOLN
 OX0107  USGS QUAD   -  FERRY PEAK (1996)
 OX0107
 OX0107                         *CURRENT SURVEY CONTROL
 OX0107  ___________________________________________________________________
 OX0107* NAD 83(1986)-  43 10 39.     (N)    110 59 34.     (W)     SCALED    
 OX0107* NAVD 88     -      1730.909  (meters)    5678.82   (feet)  ADJUSTED  
 OX0107  ___________________________________________________________________
 OX0107  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 OX0107  DYNAMIC HT  -        1729.778 (meters)    5675.11  (feet)  COMP
 OX0107  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 OX0107
 OX0107  VERT ORDER  -  SECOND    CLASS 0
 OX0107
 OX0107.The horizontal coordinates were scaled from a topographic map and have
 OX0107.an estimated accuracy of +/- 6 seconds.
 OX0107
 OX0107.The orthometric height was determined by differential leveling
 OX0107.and adjusted by the National Geodetic Survey in June 1991..
 OX0107
 OX0107.The geoid height was determined by GEOID03.
 OX0107
 OX0107.The dynamic height is computed by dividing the NAVD 88
 OX0107.geopotential number by the normal gravity value computed on the
 OX0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0107.degrees latitude (g = 980.6199 gals.).
 OX0107
 OX0107.The modeled gravity was interpolated from observed gravity values.
 OX0107
 OX0107;                    North         East    Units  Estimated Accuracy
 OX0107;SPC WY W     -   397,770.      726,060.      MT  (+/- 180 meters Scaled)
 OX0107
 OX0107                          SUPERSEDED SURVEY CONTROL
 OX0107
 OX0107  NGVD 29 (??/??/92) 1729.685  (m)         5674.81   (f) ADJ UNCH    2 0
 OX0107
 OX0107.Superseded values are not recommended for survey control.
 OX0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0107.See file dsdata.txt to determine how the superseded data were derived.
 OX0107
 OX0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN005805(NAD 83)
 OX0107_MARKER: DB = BENCH MARK DISK
 OX0107_SETTING: 80 = SET IN A BOULDER
 OX0107_SP_SET: BOULDER
 OX0107_STAMPING: K 77 1948
 OX0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0107+STABILITY: SURFACE MOTION
 OX0107
 OX0107  HISTORY     - Date     Condition        Report By
 OX0107  HISTORY     - 1948     MONUMENTED       CGS
 OX0107  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0107
 OX0107                          STATION DESCRIPTION
 OX0107
 OX0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0107'2.6 MI NE FROM ALPINE.
 OX0107'2.6 MILES NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST OFFICE
 OX0107'AT ALPINE, AT A TURNOUT, 32.5 FEET WEST OF THE CENTER LINE OF THE
 OX0107'ROAD, SET IN THE TOP OF A LARGE WHITE BOULDER PROJECTING 3.0 FEET
 OX0107'ABOVE THE GROUND.
 OX0107
 OX0107                          STATION RECOVERY (1965)
 OX0107
 OX0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0650 ***********************************************************************
 MO0650  DESIGNATION -  K 78
 MO0650  PID         -  MO0650
 MO0650  STATE/COUNTY-  WY/ALBANY
 MO0650  USGS QUAD   -  BEST RANCH (1978)
 MO0650
 MO0650                         *CURRENT SURVEY CONTROL
 MO0650  ___________________________________________________________________
 MO0650* NAD 83(1986)-  41 05 35.     (N)    105 31 02.     (W)     SCALED    
 MO0650* NAVD 88     -      2332.401  (meters)    7652.22   (feet)  ADJUSTED  
 MO0650  ___________________________________________________________________
 MO0650  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 MO0650  DYNAMIC HT  -        2330.270 (meters)    7645.23  (feet)  COMP
 MO0650  MODELED GRAV-     979,624.8   (mgal)                       NAVD 88
 MO0650
 MO0650  VERT ORDER  -  SECOND    CLASS 0
 MO0650
 MO0650.The horizontal coordinates were scaled from a topographic map and have
 MO0650.an estimated accuracy of +/- 6 seconds.
 MO0650
 MO0650.The orthometric height was determined by differential leveling
 MO0650.and adjusted by the National Geodetic Survey in June 1991..
 MO0650
 MO0650.The geoid height was determined by GEOID03.
 MO0650
 MO0650.The dynamic height is computed by dividing the NAVD 88
 MO0650.geopotential number by the normal gravity value computed on the
 MO0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0650.degrees latitude (g = 980.6199 gals.).
 MO0650
 MO0650.The modeled gravity was interpolated from observed gravity values.
 MO0650
 MO0650;                    North         East    Units  Estimated Accuracy
 MO0650;SPC WY E     -    65,910.      170,550.      MT  (+/- 180 meters Scaled)
 MO0650
 MO0650                          SUPERSEDED SURVEY CONTROL
 MO0650
 MO0650  NGVD 29 (??/??/92) 2331.260  (m)         7648.48   (f) ADJ UNCH    2 0
 MO0650
 MO0650.Superseded values are not recommended for survey control.
 MO0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0650.See file dsdata.txt to determine how the superseded data were derived.
 MO0650
 MO0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF565492(NAD 83)
 MO0650_MARKER: DB = BENCH MARK DISK
 MO0650_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MO0650_SP_SET: OUTCROP
 MO0650_STAMPING: K 78 1951
 MO0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0650
 MO0650  HISTORY     - Date     Condition        Report By
 MO0650  HISTORY     - 1951     MONUMENTED       CGS
 MO0650  HISTORY     - 1962     GOOD             USGS
 MO0650
 MO0650                          STATION DESCRIPTION
 MO0650
 MO0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0650'1 MI NW FROM TIE SIDING.
 MO0650'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0650'TIA SIDING, 330 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MO0650'77 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST,
 MO0650'47 FEET NORTHEAST OF AN OAK POST WITH THE LETTERS BM PAINTED ON
 MO0650'IT, 1 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE SOUTHWEST EDGE
 MO0650'OF A LARGE GRANITE OUTCROP.
 MO0650
 MO0650                          STATION RECOVERY (1962)
 MO0650
 MO0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MO0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0683 ***********************************************************************
 MO0683  DESIGNATION -  K 79
 MO0683  PID         -  MO0683
 MO0683  STATE/COUNTY-  WY/ALBANY
 MO0683  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0683
 MO0683                         *CURRENT SURVEY CONTROL
 MO0683  ___________________________________________________________________
 MO0683* NAD 83(1986)-  41 01 01.     (N)    105 58 39.     (W)     SCALED    
 MO0683* NAVD 88     -      2477.936  (meters)    8129.69   (feet)  ADJUSTED  
 MO0683  ___________________________________________________________________
 MO0683  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 MO0683  DYNAMIC HT  -        2475.584 (meters)    8121.98  (feet)  COMP
 MO0683  MODELED GRAV-     979,583.7   (mgal)                       NAVD 88
 MO0683
 MO0683  VERT ORDER  -  SECOND    CLASS 0
 MO0683
 MO0683.The horizontal coordinates were scaled from a topographic map and have
 MO0683.an estimated accuracy of +/- 6 seconds.
 MO0683
 MO0683.The orthometric height was determined by differential leveling
 MO0683.and adjusted by the National Geodetic Survey in June 1991..
 MO0683
 MO0683.The geoid height was determined by GEOID03.
 MO0683
 MO0683.The dynamic height is computed by dividing the NAVD 88
 MO0683.geopotential number by the normal gravity value computed on the
 MO0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0683.degrees latitude (g = 980.6199 gals.).
 MO0683
 MO0683.The modeled gravity was interpolated from observed gravity values.
 MO0683
 MO0683;                    North         East    Units  Estimated Accuracy
 MO0683;SPC WY E     -    57,720.      131,800.      MT  (+/- 180 meters Scaled)
 MO0683
 MO0683                          SUPERSEDED SURVEY CONTROL
 MO0683
 MO0683  NGVD 29 (??/??/92) 2476.735  (m)         8125.75   (f) ADJ UNCH    2 0
 MO0683
 MO0683.Superseded values are not recommended for survey control.
 MO0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0683.See file dsdata.txt to determine how the superseded data were derived.
 MO0683
 MO0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF178410(NAD 83)
 MO0683_MARKER: DB = BENCH MARK DISK
 MO0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0683_STAMPING: K 79 1951
 MO0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0683+STABILITY: SURFACE MOTION
 MO0683
 MO0683  HISTORY     - Date     Condition        Report By
 MO0683  HISTORY     - 1951     MONUMENTED       CGS
 MO0683
 MO0683                          STATION DESCRIPTION
 MO0683
 MO0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0683'10 MI SE FROM WOODS LANDING.
 MO0683'8.2 MILES S ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 MO0683'RIVER BRIDGE AT WOODS LANDING, THENCE 1.8 MI NE ALONG A WINDING
 MO0683'GRAVELED ROAD, IN A SADDLE BETWEEN TWO HILLS, 49 FT SE OF THE
 MO0683'CENTER LINE OF THE ROAD, 2 FT E OF A WITNESS POST, SET IN THE
 MO0683'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0294 ***********************************************************************
 PV0294  DESIGNATION -  K 8
 PV0294  PID         -  PV0294
 PV0294  STATE/COUNTY-  WY/CAMPBELL
 PV0294  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0294
 PV0294                         *CURRENT SURVEY CONTROL
 PV0294  ___________________________________________________________________
 PV0294* NAD 83(1986)-  44 23 48.     (N)    105 48 49.     (W)     SCALED    
 PV0294* NAVD 88     -      1291.419  (meters)    4236.93   (feet)  POSTED    
 PV0294  ___________________________________________________________________
 PV0294  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 PV0294  DYNAMIC HT  -        1290.890 (meters)    4235.19  (feet)  COMP
 PV0294  MODELED GRAV-     980,160.4   (mgal)                       NAVD 88
 PV0294
 PV0294  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0294
 PV0294.The horizontal coordinates were scaled from a topographic map and have
 PV0294.an estimated accuracy of +/- 6 seconds.
 PV0294
 PV0294.The orthometric height was determined by differential leveling
 PV0294.and adjusted by the National Geodetic Survey in 1992..
 PV0294.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0294.rate of 0.0 thru 1.0 mm/km.
 PV0294
 PV0294.The geoid height was determined by GEOID03.
 PV0294
 PV0294.The dynamic height is computed by dividing the NAVD 88
 PV0294.geopotential number by the normal gravity value computed on the
 PV0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0294.degrees latitude (g = 980.6199 gals.).
 PV0294
 PV0294.The modeled gravity was interpolated from observed gravity values.
 PV0294
 PV0294;                    North         East    Units  Estimated Accuracy
 PV0294;SPC WY E     -   433,030.      148,460.      MT  (+/- 180 meters Scaled)
 PV0294
 PV0294                          SUPERSEDED SURVEY CONTROL
 PV0294
 PV0294.No superseded survey control is available for this station.
 PV0294
 PV0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK352162(NAD 83)
 PV0294_MARKER: Z = SEE DESCRIPTION
 PV0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0294_SP_SET: PIER
 PV0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0294
 PV0294  HISTORY     - Date     Condition        Report By
 PV0294  HISTORY     - 1908     MONUMENTED       CGS
 PV0294  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0294
 PV0294                          STATION DESCRIPTION
 PV0294
 PV0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0294'AT FELIX.
 PV0294'AT FELIX, CROOK COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 PV0294'RR, 22 YARDS NW OF THE STATION, AT THE WATER TANK, ON THE NW END
 PV0294'OF THE MASONRY PIER NEAREST THE TRACKS, AND 14 FEET NE OF THE
 PV0294'CENTERLINE OF THE MAIN TRACK.  THE BOTTOM OF A SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0074 ***********************************************************************
 MO0074  DESIGNATION -  K 80
 MO0074  PID         -  MO0074
 MO0074  STATE/COUNTY-  WY/LARAMIE
 MO0074  USGS QUAD   -  PINE BLUFFS SE (1991)
 MO0074
 MO0074                         *CURRENT SURVEY CONTROL
 MO0074  ___________________________________________________________________
 MO0074* NAD 83(1986)-  41 05 57.     (N)    104 03 50.     (W)     SCALED    
 MO0074* NAVD 88     -      1637.011  (meters)    5370.76   (feet)  ADJUSTED  
 MO0074  ___________________________________________________________________
 MO0074  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 MO0074  DYNAMIC HT  -        1635.717 (meters)    5366.51  (feet)  COMP
 MO0074  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 MO0074
 MO0074  VERT ORDER  -  SECOND    CLASS 0
 MO0074
 MO0074.The horizontal coordinates were scaled from a topographic map and have
 MO0074.an estimated accuracy of +/- 6 seconds.
 MO0074
 MO0074.The orthometric height was determined by differential leveling
 MO0074.and adjusted by the National Geodetic Survey in June 1991..
 MO0074
 MO0074.The geoid height was determined by GEOID03.
 MO0074
 MO0074.The dynamic height is computed by dividing the NAVD 88
 MO0074.geopotential number by the normal gravity value computed on the
 MO0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0074.degrees latitude (g = 980.6199 gals.).
 MO0074
 MO0074.The modeled gravity was interpolated from observed gravity values.
 MO0074
 MO0074;                    North         East    Units  Estimated Accuracy
 MO0074;SPC WY E     -    67,120.      292,640.      MT  (+/- 180 meters Scaled)
 MO0074
 MO0074                          SUPERSEDED SURVEY CONTROL
 MO0074
 MO0074  NGVD 29 (??/??/92) 1636.200  (m)         5368.10   (f) ADJ UNCH    2 0
 MO0074
 MO0074.Superseded values are not recommended for survey control.
 MO0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0074.See file dsdata.txt to determine how the superseded data were derived.
 MO0074
 MO0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF786501(NAD 83)
 MO0074_MARKER: DB = BENCH MARK DISK
 MO0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0074_STAMPING: K 80 1952
 MO0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0074+STABILITY: SURFACE MOTION
 MO0074
 MO0074  HISTORY     - Date     Condition        Report By
 MO0074  HISTORY     - 1952     MONUMENTED       CGS
 MO0074
 MO0074                          STATION DESCRIPTION
 MO0074
 MO0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0074'6.3 MI SE FROM PINE BLUFFS.
 MO0074'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 MO0074'RAILROAD STATION AT PINE BLUFFS, THENCE 5.9 MILES SOUTH ALONG
 MO0074'A GRAVELED ROAD, 130 FEET NORTH OF THE EXTENDED CENTER LINE OF
 MO0074'A PRIVATE DRIVEWAY LEADING EAST, 32 FEET WEST OF THE CENTER LINE
 MO0074'OF THE GRAVELED ROAD, 40 FEET NORTH OF A POWER POLE, 1.8 FEET
 MO0074'EAST OF A FENCE, 2.7 FEET SOUTH OF A WITNESS POST, SET IN THE
 MO0074'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0114 ***********************************************************************
 MO0114  DESIGNATION -  K 81
 MO0114  PID         -  MO0114
 MO0114  STATE/COUNTY-  WY/LARAMIE
 MO0114  USGS QUAD   -  BURNS (1991)
 MO0114
 MO0114                         *CURRENT SURVEY CONTROL
 MO0114  ___________________________________________________________________
 MO0114* NAD 83(1986)-  41 09 35.     (N)    104 21 34.     (W)     SCALED    
 MO0114* NAVD 88     -      1665.494  (meters)    5464.21   (feet)  ADJUSTED  
 MO0114  ___________________________________________________________________
 MO0114  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 MO0114  DYNAMIC HT  -        1664.124 (meters)    5459.71  (feet)  COMP
 MO0114  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 MO0114
 MO0114  VERT ORDER  -  SECOND    CLASS 0
 MO0114
 MO0114.The horizontal coordinates were scaled from a topographic map and have
 MO0114.an estimated accuracy of +/- 6 seconds.
 MO0114
 MO0114.The orthometric height was determined by differential leveling
 MO0114.and adjusted by the National Geodetic Survey in June 1991..
 MO0114
 MO0114.The geoid height was determined by GEOID03.
 MO0114
 MO0114.The dynamic height is computed by dividing the NAVD 88
 MO0114.geopotential number by the normal gravity value computed on the
 MO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0114.degrees latitude (g = 980.6199 gals.).
 MO0114
 MO0114.The modeled gravity was interpolated from observed gravity values.
 MO0114
 MO0114;                    North         East    Units  Estimated Accuracy
 MO0114;SPC WY E     -    73,570.      267,750.      MT  (+/- 180 meters Scaled)
 MO0114
 MO0114                          SUPERSEDED SURVEY CONTROL
 MO0114
 MO0114  NGVD 29 (??/??/92) 1664.585  (m)         5461.23   (f) ADJ UNCH    2 0
 MO0114
 MO0114.Superseded values are not recommended for survey control.
 MO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0114.See file dsdata.txt to determine how the superseded data were derived.
 MO0114
 MO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF537566(NAD 83)
 MO0114_MARKER: DB = BENCH MARK DISK
 MO0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0114_STAMPING: K 81 1952
 MO0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0114+STABILITY: SURFACE MOTION
 MO0114
 MO0114  HISTORY     - Date     Condition        Report By
 MO0114  HISTORY     - 1952     MONUMENTED       CGS
 MO0114  HISTORY     - 1985     GOOD             DMA
 MO0114
 MO0114                          STATION DESCRIPTION
 MO0114
 MO0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0114'2.3 MI S FROM BURNS.
 MO0114'2.3 MILES SOUTH ALONG STATE SECONDARY ROAD 157 FROM THE POST
 MO0114'OFFICE AT BURNS, 0.1 MILE NORTH OF U.S. HIGHWAY 30, 182.5 FEET
 MO0114'SOUTH OF A FENCE CORNER, 93 FEET WEST OF THE CENTER LINE OF THE
 MO0114'ROAD, 43.5 FEET NORTH OF A TELEPHONE CABLE, 1.8 FEET EAST OF A
 MO0114'FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MO0114'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MO0114
 MO0114                          STATION RECOVERY (1985)
 MO0114
 MO0114'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0078 ***********************************************************************
 PX0078  DESIGNATION -  K 83
 PX0078  PID         -  PX0078
 PX0078  STATE/COUNTY-  WY/PARK
 PX0078  USGS QUAD   -  MEETEETSE WEST (1985)
 PX0078
 PX0078                         *CURRENT SURVEY CONTROL
 PX0078  ___________________________________________________________________
 PX0078* NAD 83(1986)-  44 10 32.     (N)    108 52 42.     (W)     SCALED    
 PX0078* NAVD 88     -      1737.176  (meters)    5699.38   (feet)  ADJUSTED  
 PX0078  ___________________________________________________________________
 PX0078  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 PX0078  DYNAMIC HT  -        1736.190 (meters)    5696.15  (feet)  COMP
 PX0078  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 PX0078
 PX0078  VERT ORDER  -  SECOND    CLASS 0
 PX0078
 PX0078.The horizontal coordinates were scaled from a topographic map and have
 PX0078.an estimated accuracy of +/- 6 seconds.
 PX0078
 PX0078.The orthometric height was determined by differential leveling
 PX0078.and adjusted by the National Geodetic Survey in June 1991..
 PX0078
 PX0078.The geoid height was determined by GEOID03.
 PX0078
 PX0078.The dynamic height is computed by dividing the NAVD 88
 PX0078.geopotential number by the normal gravity value computed on the
 PX0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0078.degrees latitude (g = 980.6199 gals.).
 PX0078
 PX0078.The modeled gravity was interpolated from observed gravity values.
 PX0078
 PX0078;                    North         East    Units  Estimated Accuracy
 PX0078;SPC WYWC     -   408,260.      589,740.      MT  (+/- 180 meters Scaled)
 PX0078
 PX0078                          SUPERSEDED SURVEY CONTROL
 PX0078
 PX0078  NGVD 29 (??/??/92) 1736.091  (m)         5695.83   (f) ADJ UNCH    2 0
 PX0078
 PX0078.Superseded values are not recommended for survey control.
 PX0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0078.See file dsdata.txt to determine how the superseded data were derived.
 PX0078
 PX0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP696935(NAD 83)
 PX0078_MARKER: DB = BENCH MARK DISK
 PX0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0078_STAMPING: K 83 1934
 PX0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0078+STABILITY: SURFACE MOTION
 PX0078
 PX0078  HISTORY     - Date     Condition        Report By
 PX0078  HISTORY     - 1934     MONUMENTED       CGS
 PX0078  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0078
 PX0078                          STATION DESCRIPTION
 PX0078
 PX0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0078'1.7 MI N FROM MEETEETSE.
 PX0078'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 PX0078'MEETEETSE, PARK COUNTY, 57 FEET WEST OF THE CENTER LINE OF THE
 PX0078'HIGHWAY, 15 FEET EAST OF THE EAST EDGE OF AN IRRIGATION DITCH, AND 3
 PX0078'FEET EAST OF A NORTH-AND-SOUTH FENCE LINE.  A STANDARD DISK, STAMPED K
 PX0078'83 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PX0078
 PX0078                          STATION RECOVERY (1979)
 PX0078
 PX0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0173 ***********************************************************************
 PX0173  DESIGNATION -  K 84
 PX0173  PID         -  PX0173
 PX0173  STATE/COUNTY-  WY/PARK
 PX0173  USGS QUAD   -  GOFF LAKE (1987)
 PX0173
 PX0173                         *CURRENT SURVEY CONTROL
 PX0173  ___________________________________________________________________
 PX0173* NAD 83(1986)-  44 42 51.     (N)    109 12 55.     (W)     SCALED    
 PX0173* NAVD 88     -      1555.845  (meters)    5104.47   (feet)  ADJUSTED  
 PX0173  ___________________________________________________________________
 PX0173  GEOID HEIGHT-         -11.15  (meters)                     GEOID03
 PX0173  DYNAMIC HT  -        1555.083 (meters)    5101.97  (feet)  COMP
 PX0173  MODELED GRAV-     980,073.9   (mgal)                       NAVD 88
 PX0173
 PX0173  VERT ORDER  -  SECOND    CLASS 0
 PX0173
 PX0173.The horizontal coordinates were scaled from a topographic map and have
 PX0173.an estimated accuracy of +/- 6 seconds.
 PX0173
 PX0173.The orthometric height was determined by differential leveling
 PX0173.and adjusted by the National Geodetic Survey in June 1991..
 PX0173
 PX0173.The geoid height was determined by GEOID03.
 PX0173
 PX0173.The dynamic height is computed by dividing the NAVD 88
 PX0173.geopotential number by the normal gravity value computed on the
 PX0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0173.degrees latitude (g = 980.6199 gals.).
 PX0173
 PX0173.The modeled gravity was interpolated from observed gravity values.
 PX0173
 PX0173;                    North         East    Units  Estimated Accuracy
 PX0173;SPC WYWC     -   468,210.      563,140.      MT  (+/- 180 meters Scaled)
 PX0173
 PX0173                          SUPERSEDED SURVEY CONTROL
 PX0173
 PX0173  NGVD 29 (??/??/92) 1554.746  (m)         5100.86   (f) ADJ UNCH    2 0
 PX0173
 PX0173.Superseded values are not recommended for survey control.
 PX0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0173.See file dsdata.txt to determine how the superseded data were derived.
 PX0173
 PX0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ413527(NAD 83)
 PX0173_MARKER: DB = BENCH MARK DISK
 PX0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0173_STAMPING: K 84 1934
 PX0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0173+STABILITY: SURFACE MOTION
 PX0173
 PX0173  HISTORY     - Date     Condition        Report By
 PX0173  HISTORY     - 1934     MONUMENTED       CGS
 PX0173  HISTORY     - 1983     GOOD             USGS
 PX0173
 PX0173                          STATION DESCRIPTION
 PX0173
 PX0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0173'16.7 MI W FROM CODY.
 PX0173'16.7 MILES WEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE POST
 PX0173'OFFICE AT CODY, PARK COUNTY, ABOUT 0.3 MILE SOUTHWEST OF A COAL MINE,
 PX0173'75 FEET EAST OF A NORTHWEST-AND-SOUTHEAST FENCE, 30 FEET EAST OF THE
 PX0173'CENTER LINE OF THE ROAD, AND ABOUT 4 FEET HIGHER THAN THE ROAD.  A
 PX0173'STANDARD DISK, STAMPED K 84 1934 AND SET IN THE TOP OF A CONCRETE
 PX0173'POST.
 PX0173
 PX0173                          STATION RECOVERY (1983)
 PX0173
 PX0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0173'CODY, 15 MILES NORTHWEST OF CODY, JCT. OF U.S. HWYS. 14, 16, 20 AND
 PX0173'ALTERNATE U. S. HWY. 14 WYO. STATE HWY. 120 AT, THENCE 0.4 MILE NORTH
 PX0173'ALONG ALT. HWY. 14 AND STATE 120, THENCE 15.7 MILE NORTHWEST ALONG
 PX0173'STATE HWY. 120, 200 FT. NORTH NORTHEAST OF HWY. AT FENCE WEST, 170
 PX0173'FT. NORTHEAST OF HWY. 30 FT. NORTHEAST OF OLD ROAD SCAR, IN CONCRETE
 PX0173'POST PROJECTING 0.3 FT. A STANDARD DISK STAMPED 'K 84 1934'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0117 ***********************************************************************
 PX0117  DESIGNATION -  K 85
 PX0117  PID         -  PX0117
 PX0117  STATE/COUNTY-  WY/PARK
 PX0117  USGS QUAD   -  Y U BENCH NW (1951)
 PX0117
 PX0117                         *CURRENT SURVEY CONTROL
 PX0117  ___________________________________________________________________
 PX0117* NAD 83(1986)-  44 28 05.     (N)    108 39 37.     (W)     SCALED    
 PX0117* NAVD 88     -      1477.889  (meters)    4848.71   (feet)  ADJUSTED  
 PX0117  ___________________________________________________________________
 PX0117  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 PX0117  DYNAMIC HT  -        1477.131 (meters)    4846.22  (feet)  COMP
 PX0117  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 PX0117
 PX0117  VERT ORDER  -  SECOND    CLASS 0
 PX0117
 PX0117.The horizontal coordinates were scaled from a topographic map and have
 PX0117.an estimated accuracy of +/- 6 seconds.
 PX0117
 PX0117.The orthometric height was determined by differential leveling
 PX0117.and adjusted by the National Geodetic Survey in June 1991..
 PX0117
 PX0117.The geoid height was determined by GEOID03.
 PX0117
 PX0117.The dynamic height is computed by dividing the NAVD 88
 PX0117.geopotential number by the normal gravity value computed on the
 PX0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0117.degrees latitude (g = 980.6199 gals.).
 PX0117
 PX0117.The modeled gravity was interpolated from observed gravity values.
 PX0117
 PX0117;                    North         East    Units  Estimated Accuracy
 PX0117;SPC WYWC     -   440,760.      607,140.      MT  (+/- 180 meters Scaled)
 PX0117
 PX0117                          SUPERSEDED SURVEY CONTROL
 PX0117
 PX0117  NGVD 29 (??/??/92) 1476.841  (m)         4845.27   (f) ADJ UNCH    2 0
 PX0117
 PX0117.Superseded values are not recommended for survey control.
 PX0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0117.See file dsdata.txt to determine how the superseded data were derived.
 PX0117
 PX0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ861265(NAD 83)
 PX0117_MARKER: DB = BENCH MARK DISK
 PX0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0117_STAMPING: K 85 1934
 PX0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0117+STABILITY: SURFACE MOTION
 PX0117
 PX0117  HISTORY     - Date     Condition        Report By
 PX0117  HISTORY     - 1934     MONUMENTED       CGS
 PX0117
 PX0117                          STATION DESCRIPTION
 PX0117
 PX0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0117'21.1 MI E FROM CODY.
 PX0117'ABOUT 21.1 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PX0117'CODY, PARK COUNTY, ABOUT 17.7 MILES EAST OF THE JUNCTION OF STATE
 PX0117'HIGHWAY 420, 88.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6.5
 PX0117'FEET NORTH OF THE NEAR EDGE OF AN IRRIGATION DITCH, AND ABOUT 2.5 FEET
 PX0117'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 85 1934 AND SET IN
 PX0117'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0321 ***********************************************************************
 PV0321  DESIGNATION -  K 86
 PV0321  PID         -  PV0321
 PV0321  STATE/COUNTY-  WY/CAMPBELL
 PV0321  USGS QUAD   -  BLACK DRAW (1971)
 PV0321
 PV0321                         *CURRENT SURVEY CONTROL
 PV0321  ___________________________________________________________________
 PV0321* NAD 83(1986)-  44 55 24.     (N)    105 58 15.     (W)     SCALED    
 PV0321* NAVD 88     -      1056.733  (meters)    3466.96   (feet)  ADJUSTED  
 PV0321  ___________________________________________________________________
 PV0321  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 PV0321  DYNAMIC HT  -        1056.411 (meters)    3465.91  (feet)  COMP
 PV0321  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 PV0321
 PV0321  VERT ORDER  -  SECOND    CLASS 0
 PV0321
 PV0321.The horizontal coordinates were scaled from a topographic map and have
 PV0321.an estimated accuracy of +/- 6 seconds.
 PV0321
 PV0321.The orthometric height was determined by differential leveling
 PV0321.and adjusted by the National Geodetic Survey in June 1991..
 PV0321
 PV0321.The geoid height was determined by GEOID03.
 PV0321
 PV0321.The dynamic height is computed by dividing the NAVD 88
 PV0321.geopotential number by the normal gravity value computed on the
 PV0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0321.degrees latitude (g = 980.6199 gals.).
 PV0321
 PV0321.The modeled gravity was interpolated from observed gravity values.
 PV0321
 PV0321;                    North         East    Units  Estimated Accuracy
 PV0321;SPC WY E     -   491,660.      136,510.      MT  (+/- 180 meters Scaled)
 PV0321
 PV0321                          SUPERSEDED SURVEY CONTROL
 PV0321
 PV0321  NGVD 29 (??/??/92) 1056.091  (m)         3464.86   (f) ADJ UNCH    2 0
 PV0321
 PV0321.Superseded values are not recommended for survey control.
 PV0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0321.See file dsdata.txt to determine how the superseded data were derived.
 PV0321
 PV0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK233748(NAD 83)
 PV0321_MARKER: DB = BENCH MARK DISK
 PV0321_SETTING: 66 = SET IN ROCK OUTCROP
 PV0321_SP_SET: LARGE SQUARE ROCK
 PV0321_STAMPING: K 86 1934
 PV0321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0321+STABILITY: POSITION/ELEVATION WELL
 PV0321
 PV0321  HISTORY     - Date     Condition        Report By
 PV0321  HISTORY     - 1934     MONUMENTED       CGS
 PV0321  HISTORY     - 1953     GOOD             NGS
 PV0321
 PV0321                          STATION DESCRIPTION
 PV0321
 PV0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0321'14 MI S FROM MOOREHEAD.
 PV0321'IN CAMPBELL COUNTY, WYOMING, 14.0 MILES SOUTH ALONG THE ROAD
 PV0321'LEADING TO ARVADA FROM THE POST OFFICE AT MOORHEAD, POWDER
 PV0321'RIVER COUNTY, MONTANA, 72.8 FEET SOUTHEAST OF THE SOUTHEAST
 PV0321'EDGE OF A MEADOW, OPPOSITE A YELLOW CLAY HILL, AT A LONG RIDGE
 PV0321'WITH A DITCH ON BOTH SIDES, 57.5 FEET NORTHWEST OF THE CENTERLINE
 PV0321'OF THE ROAD, IN THE TOP OF A LARGE SQUARE ROCK, AND 2 FEET
 PV0321'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED K 86 1934.
 PV0321
 PV0321                          STATION RECOVERY (1953)
 PV0321
 PV0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PV0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0191 ***********************************************************************
 NQ0191  DESIGNATION -  K 87
 NQ0191  PID         -  NQ0191
 NQ0191  STATE/COUNTY-  WY/PLATTE
 NQ0191  USGS QUAD   -  WHEATLAND (1990)
 NQ0191
 NQ0191                         *CURRENT SURVEY CONTROL
 NQ0191  ___________________________________________________________________
 NQ0191* NAD 83(1986)-  42 00 39.     (N)    104 58 56.     (W)     SCALED    
 NQ0191* NAVD 88     -      1487.531  (meters)    4880.34   (feet)  ADJUSTED  
 NQ0191  ___________________________________________________________________
 NQ0191  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NQ0191  DYNAMIC HT  -        1486.540 (meters)    4877.09  (feet)  COMP
 NQ0191  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 NQ0191
 NQ0191  VERT ORDER  -  SECOND    CLASS 0
 NQ0191
 NQ0191.The horizontal coordinates were scaled from a topographic map and have
 NQ0191.an estimated accuracy of +/- 6 seconds.
 NQ0191
 NQ0191.The orthometric height was determined by differential leveling
 NQ0191.and adjusted by the National Geodetic Survey in June 1991..
 NQ0191.WARNING-Repeat measurements at this control monument indicate possible
 NQ0191.vertical movement.
 NQ0191
 NQ0191.The geoid height was determined by GEOID03.
 NQ0191
 NQ0191.The dynamic height is computed by dividing the NAVD 88
 NQ0191.geopotential number by the normal gravity value computed on the
 NQ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0191.degrees latitude (g = 980.6199 gals.).
 NQ0191
 NQ0191.The modeled gravity was interpolated from observed gravity values.
 NQ0191
 NQ0191;                    North         East    Units  Estimated Accuracy
 NQ0191;SPC WY E     -   167,800.      215,280.      MT  (+/- 180 meters Scaled)
 NQ0191
 NQ0191                          SUPERSEDED SURVEY CONTROL
 NQ0191
 NQ0191  NGVD 29 (??/??/92) 1486.709  (m)         4877.64   (f) ADJ UNCH    2 0
 NQ0191
 NQ0191.Superseded values are not recommended for survey control.
 NQ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0191.See file dsdata.txt to determine how the superseded data were derived.
 NQ0191
 NQ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG014509(NAD 83)
 NQ0191_MARKER: DB = BENCH MARK DISK
 NQ0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0191_STAMPING: K 87 1934
 NQ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0191+STABILITY: SURFACE MOTION
 NQ0191
 NQ0191  HISTORY     - Date     Condition        Report By
 NQ0191  HISTORY     - 1934     MONUMENTED       CGS
 NQ0191  HISTORY     - 1966     GOOD             NGS
 NQ0191  HISTORY     - 1985     GOOD             DMA
 NQ0191
 NQ0191                          STATION DESCRIPTION
 NQ0191
 NQ0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 NQ0191'4.2 MI SW FROM WHEATLAND.
 NQ0191'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE
 NQ0191'AT WHEATLAND, THENCE 3.65 MILES SOUTH ALONG COUNTY ROAD 1601,
 NQ0191'0.35 MILE SOUTH OF THE INTERSECTION OF A COUNTY ROAD, 39 FEET EAST
 NQ0191'OF THE CENTER LINE OF THE ROAD, 48 1/2 FEET NORTH OF THE SECOND
 NQ0191'POWER POLE NORTH OF A JUNCTION POLE, 2.2 FEET WEST OF A FENCE,
 NQ0191'1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 NQ0191'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT
 NQ0191'ABOVE THE GROUND.
 NQ0191
 NQ0191                          STATION RECOVERY (1985)
 NQ0191
 NQ0191'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0167 ***********************************************************************
 MO0167  DESIGNATION -  K 89
 MO0167  PID         -  MO0167
 MO0167  STATE/COUNTY-  WY/LARAMIE
 MO0167  USGS QUAD   -  LITTLE INDIAN DRAW (1991)
 MO0167
 MO0167                         *CURRENT SURVEY CONTROL
 MO0167  ___________________________________________________________________
 MO0167* NAD 83(1986)-  41 22 53.     (N)    104 31 32.     (W)     SCALED    
 MO0167* NAVD 88     -      1745.510  (meters)    5726.73   (feet)  ADJUSTED  
 MO0167  ___________________________________________________________________
 MO0167  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 MO0167  DYNAMIC HT  -        1744.104 (meters)    5722.11  (feet)  COMP
 MO0167  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 MO0167
 MO0167  VERT ORDER  -  SECOND    CLASS 0
 MO0167
 MO0167.The horizontal coordinates were scaled from a topographic map and have
 MO0167.an estimated accuracy of +/- 6 seconds.
 MO0167
 MO0167.The orthometric height was determined by differential leveling
 MO0167.and adjusted by the National Geodetic Survey in June 1991..
 MO0167
 MO0167.The geoid height was determined by GEOID03.
 MO0167
 MO0167.The dynamic height is computed by dividing the NAVD 88
 MO0167.geopotential number by the normal gravity value computed on the
 MO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0167.degrees latitude (g = 980.6199 gals.).
 MO0167
 MO0167.The modeled gravity was interpolated from observed gravity values.
 MO0167
 MO0167;                    North         East    Units  Estimated Accuracy
 MO0167;SPC WY E     -    98,070.      253,630.      MT  (+/- 180 meters Scaled)
 MO0167
 MO0167                          SUPERSEDED SURVEY CONTROL
 MO0167
 MO0167  NGVD 29 (??/??/92) 1744.592  (m)         5723.72   (f) ADJ UNCH    2 0
 MO0167
 MO0167.Superseded values are not recommended for survey control.
 MO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0167.See file dsdata.txt to determine how the superseded data were derived.
 MO0167
 MO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF396812(NAD 83)
 MO0167_MARKER: DB = BENCH MARK DISK
 MO0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0167_STAMPING: K 89 1934
 MO0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0167+STABILITY: SURFACE MOTION
 MO0167
 MO0167  HISTORY     - Date     Condition        Report By
 MO0167  HISTORY     - 1934     MONUMENTED       CGS
 MO0167  HISTORY     - 1959     MARK NOT FOUND   NGS
 MO0167
 MO0167                          STATION DESCRIPTION
 MO0167
 MO0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0167'25.4 MI NE FROM CHEYENNE.
 MO0167'25.4 MILES NORTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 MO0167'AT CHEYENNE, 1.3 MILES WEST OF A WHITE RANCH HOUSE, 47.8 FEET
 MO0167'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.4 FEET NORTH OF A FENCE,
 MO0167'OPPOSITE A PERMANENT SNOW FENCE BETWEEN TWO LONG HILLS, AND 2.0
 MO0167'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 89 1934
 MO0167'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0104 ***********************************************************************
 PY0104  DESIGNATION -  K 9
 PY0104  PID         -  PY0104
 PY0104  STATE/COUNTY-  WY/PARK
 PY0104  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0104
 PY0104                         *CURRENT SURVEY CONTROL
 PY0104  ___________________________________________________________________
 PY0104* NAD 83(1986)-  44 42 46.     (N)    110 44 09.     (W)     SCALED    
 PY0104* NAVD 88     -      2267.345  (meters)    7438.78   (feet)  POSTED    
 PY0104  ___________________________________________________________________
 PY0104  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 PY0104  DYNAMIC HT  -        2265.960 (meters)    7434.24  (feet)  COMP
 PY0104  MODELED GRAV-     979,926.0   (mgal)                       NAVD 88
 PY0104
 PY0104  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 PY0104
 PY0104.The horizontal coordinates were scaled from a topographic map and have
 PY0104.an estimated accuracy of +/- 6 seconds.
 PY0104
 PY0104.The orthometric height was determined by differential leveling
 PY0104.and adjusted by the National Geodetic Survey in 1992..
 PY0104.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 PY0104.rate greater than 8.0 mm/km.
 PY0104
 PY0104.The geoid height was determined by GEOID03.
 PY0104
 PY0104.The dynamic height is computed by dividing the NAVD 88
 PY0104.geopotential number by the normal gravity value computed on the
 PY0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0104.degrees latitude (g = 980.6199 gals.).
 PY0104
 PY0104.The modeled gravity was interpolated from observed gravity values.
 PY0104
 PY0104;                    North         East    Units  Estimated Accuracy
 PY0104;SPC WYWC     -   469,870.      442,650.      MT  (+/- 180 meters Scaled)
 PY0104
 PY0104                          SUPERSEDED SURVEY CONTROL
 PY0104
 PY0104  NGVD 29 (??/??/92) 2265.871  (m)         7433.95   (f) ADJ UNCH    1 2
 PY0104
 PY0104.Superseded values are not recommended for survey control.
 PY0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0104.See file dsdata.txt to determine how the superseded data were derived.
 PY0104
 PY0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ209510(NAD 83)
 PY0104_MARKER: DB = BENCH MARK DISK
 PY0104_SETTING: 80 = SET IN A BOULDER
 PY0104_STAMPING: K 9 1923 7434.309
 PY0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0104+STABILITY: SURFACE MOTION
 PY0104
 PY0104  HISTORY     - Date     Condition        Report By
 PY0104  HISTORY     - 1923     MONUMENTED       CGS
 PY0104  HISTORY     - 1960     GOOD             NGS
 PY0104  HISTORY     - 1981     MARK NOT FOUND   USGS
 PY0104  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0104
 PY0104                          STATION DESCRIPTION
 PY0104
 PY0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0104'2.0 MI SW FROM NORRIS.
 PY0104'ABOUT 2.0 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0104'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 0.1 MILE SOUTHWEST OF A
 PY0104'CURVE IN THE HIGHWAY, IN THE TOP OF A 4 X 7 FOOT BOULDER WHICH
 PY0104'PROJECTS 4 1/2 FEET ON THE NORTHWEST SIDE AND IS LOCATED BETWEEN THE
 PY0104'GIBBON RIVER AND THE HIGHWAY, 18 FEET NORTHWEST OF THE CENTER LINE OF
 PY0104'THE HIGHWAY, 343 FEET SOUTHWEST OF THE GIBBON CASCADES SIGNBOARD, AND
 PY0104'ABOUT LEVEL WITH THE HIGHWAY.
 PY0104
 PY0104                          STATION RECOVERY (1981)
 PY0104
 PY0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PY0104'MARK NOT FOUND.
 PY0104
 PY0104                          STATION RECOVERY (1983)
 PY0104
 PY0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0104'THIS AREA IS NOW A PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0201 ***********************************************************************
 MO0201  DESIGNATION -  K 90
 MO0201  PID         -  MO0201
 MO0201  STATE/COUNTY-  WY/LARAMIE
 MO0201  USGS QUAD   -  DURHAM (1978)
 MO0201
 MO0201                         *CURRENT SURVEY CONTROL
 MO0201  ___________________________________________________________________
 MO0201* NAD 83(1986)-  41 11 53.     (N)    104 36 54.     (W)     SCALED    
 MO0201* NAVD 88     -      1789.597  (meters)    5871.37   (feet)  ADJUSTED  
 MO0201  ___________________________________________________________________
 MO0201  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 MO0201  DYNAMIC HT  -        1788.080 (meters)    5866.39  (feet)  COMP
 MO0201  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 MO0201
 MO0201  VERT ORDER  -  SECOND    CLASS 0
 MO0201
 MO0201.The horizontal coordinates were scaled from a topographic map and have
 MO0201.an estimated accuracy of +/- 6 seconds.
 MO0201
 MO0201.The orthometric height was determined by differential leveling
 MO0201.and adjusted by the National Geodetic Survey in June 1991..
 MO0201
 MO0201.The geoid height was determined by GEOID03.
 MO0201
 MO0201.The dynamic height is computed by dividing the NAVD 88
 MO0201.geopotential number by the normal gravity value computed on the
 MO0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0201.degrees latitude (g = 980.6199 gals.).
 MO0201
 MO0201.The modeled gravity was interpolated from observed gravity values.
 MO0201
 MO0201;                    North         East    Units  Estimated Accuracy
 MO0201;SPC WY E     -    77,660.      246,270.      MT  (+/- 180 meters Scaled)
 MO0201
 MO0201                          SUPERSEDED SURVEY CONTROL
 MO0201
 MO0201  NGVD 29 (??/??/92) 1788.623  (m)         5868.17   (f) ADJ UNCH    2 0
 MO0201
 MO0201.Superseded values are not recommended for survey control.
 MO0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0201.See file dsdata.txt to determine how the superseded data were derived.
 MO0201
 MO0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF322608(NAD 83)
 MO0201_MARKER: DB = BENCH MARK DISK
 MO0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0201_STAMPING: K 90 1934
 MO0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0201+STABILITY: SURFACE MOTION
 MO0201
 MO0201  HISTORY     - Date     Condition        Report By
 MO0201  HISTORY     - 1934     MONUMENTED       CGS
 MO0201  HISTORY     - 1963     MARK NOT FOUND   USGS
 MO0201
 MO0201                          STATION DESCRIPTION
 MO0201
 MO0201'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MO0201'1 MI SW FROM DURHAM.
 MO0201'1.0 MILE SW ALONG THE UNION PACIFIC RR FROM THE STATION AT
 MO0201'DURHAM, LARAMIE COUNTY, AT MILEPOST 497, 135 FEET SE OF A
 MO0201'FENCE, 52.4 FEET NW OF THE CENTERLINE OF THE TRACK, 12 FEET
 MO0201'NW OF A ROW OF POLES, AND 2 FEET LOWER THAN THE TRACK.  A
 MO0201'STANDARD DISK, STAMPED K 90 1934 AND SET IN THE TOP OF A CONCRETE
 MO0201'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0214 ***********************************************************************
 MO0214  DESIGNATION -  K 91
 MO0214  PID         -  MO0214
 MO0214  STATE/COUNTY-  WY/LARAMIE
 MO0214  USGS QUAD   -  CAMPSTOOL (1978)
 MO0214
 MO0214                         *CURRENT SURVEY CONTROL
 MO0214  ___________________________________________________________________
 MO0214* NAD 83(1986)-  41 06 45.     (N)    104 33 36.     (W)     SCALED    
 MO0214* NAVD 88     -      1741.162  (meters)    5712.46   (feet)  ADJUSTED  
 MO0214  ___________________________________________________________________
 MO0214  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 MO0214  DYNAMIC HT  -        1739.685 (meters)    5707.62  (feet)  COMP
 MO0214  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 MO0214
 MO0214  VERT ORDER  -  SECOND    CLASS 0
 MO0214
 MO0214.The horizontal coordinates were scaled from a topographic map and have
 MO0214.an estimated accuracy of +/- 6 seconds.
 MO0214
 MO0214.The orthometric height was determined by differential leveling
 MO0214.and adjusted by the National Geodetic Survey in June 1991..
 MO0214
 MO0214.The geoid height was determined by GEOID03.
 MO0214
 MO0214.The dynamic height is computed by dividing the NAVD 88
 MO0214.geopotential number by the normal gravity value computed on the
 MO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0214.degrees latitude (g = 980.6199 gals.).
 MO0214
 MO0214.The modeled gravity was interpolated from observed gravity values.
 MO0214
 MO0214;                    North         East    Units  Estimated Accuracy
 MO0214;SPC WY E     -    68,190.      250,950.      MT  (+/- 180 meters Scaled)
 MO0214
 MO0214                          SUPERSEDED SURVEY CONTROL
 MO0214
 MO0214  NGVD 29 (??/??/92) 1740.201  (m)         5709.31   (f) ADJ UNCH    2 0
 MO0214
 MO0214.Superseded values are not recommended for survey control.
 MO0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0214.See file dsdata.txt to determine how the superseded data were derived.
 MO0214
 MO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF369513(NAD 83)
 MO0214_MARKER: DB = BENCH MARK DISK
 MO0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0214_STAMPING: K 91 1934
 MO0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0214+STABILITY: SURFACE MOTION
 MO0214
 MO0214  HISTORY     - Date     Condition        Report By
 MO0214  HISTORY     - 1934     MONUMENTED       CGS
 MO0214  HISTORY     - 1941     GOOD             NGS
 MO0214  HISTORY     - 1970     GOOD             LOCENG
 MO0214
 MO0214                          STATION DESCRIPTION
 MO0214
 MO0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0214'AT CAMP STOOL.
 MO0214'AT CAMP STOOL, LARAMIE COUNTY, ON THE CHICAGO BURLINGTON AND
 MO0214'QUINCY RAILROAD, 462 FEET WEST OF MILEPOST 322, 124.0 FEET
 MO0214'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, 90.4 FEET
 MO0214'SOUTHEAST OF A ROAD CROSSING, AND 50.1 FEET SOUTH OF THE SOUTH
 MO0214'RAIL, 25 FEET SOUTHWEST OF THE SECOND POLE WEST OF MILEPOST
 MO0214'322 AND 10 FEET NORTHEAST OF A FENCE CORNER.  A STANDARD DISK,
 MO0214'STAMPED K 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0214'NOTE-- THE CB AND Q RR HAS RECENTLY BEEN TORN UP, MILEPOSTS
 MO0214'STILL REMAIN.
 MO0214
 MO0214                          STATION RECOVERY (1970)
 MO0214
 MO0214'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 MO0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0316 ***********************************************************************
 MO0316  DESIGNATION -  K 92
 MO0316  PID         -  MO0316
 MO0316  STATE/COUNTY-  WY/PLATTE
 MO0316  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0316
 MO0316                         *CURRENT SURVEY CONTROL
 MO0316  ___________________________________________________________________
 MO0316* NAD 83(1986)-  41 40 21.     (N)    104 50 45.     (W)     SCALED    
 MO0316* NAVD 88     -      1735.713  (meters)    5694.59   (feet)  ADJUSTED  
 MO0316  ___________________________________________________________________
 MO0316  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 MO0316  DYNAMIC HT  -        1734.373 (meters)    5690.19  (feet)  COMP
 MO0316  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 MO0316
 MO0316  VERT ORDER  -  SECOND    CLASS 0
 MO0316
 MO0316.The horizontal coordinates were scaled from a topographic map and have
 MO0316.an estimated accuracy of +/- 6 seconds.
 MO0316
 MO0316.The orthometric height was determined by differential leveling
 MO0316.and adjusted by the National Geodetic Survey in June 1991..
 MO0316
 MO0316.The geoid height was determined by GEOID03.
 MO0316
 MO0316.The dynamic height is computed by dividing the NAVD 88
 MO0316.geopotential number by the normal gravity value computed on the
 MO0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0316.degrees latitude (g = 980.6199 gals.).
 MO0316
 MO0316.The modeled gravity was interpolated from observed gravity values.
 MO0316
 MO0316;                    North         East    Units  Estimated Accuracy
 MO0316;SPC WY E     -   130,250.      226,720.      MT  (+/- 180 meters Scaled)
 MO0316
 MO0316                          SUPERSEDED SURVEY CONTROL
 MO0316
 MO0316  NGVD 29 (??/??/92) 1734.812  (m)         5691.63   (f) ADJ UNCH    2 0
 MO0316
 MO0316.Superseded values are not recommended for survey control.
 MO0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0316.See file dsdata.txt to determine how the superseded data were derived.
 MO0316
 MO0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG128134(NAD 83)
 MO0316_MARKER: DB = BENCH MARK DISK
 MO0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0316_STAMPING: K 92 1934
 MO0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0316+STABILITY: SURFACE MOTION
 MO0316
 MO0316  HISTORY     - Date     Condition        Report By
 MO0316  HISTORY     - 1934     MONUMENTED       CGS
 MO0316  HISTORY     - 1938     GOOD             NGS
 MO0316  HISTORY     - 1961     POOR             USGS
 MO0316
 MO0316                          STATION DESCRIPTION
 MO0316
 MO0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MO0316'6.4 MI S FROM CHUGWATER.
 MO0316'6.4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM CHUGWATER, PLATTE
 MO0316'COUNTY, AT A CURVE, 41 YARDS NORTH OF A POLE, 45 FEET SOUTHEAST
 MO0316'OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET NORTHWEST OF A FENCE
 MO0316'LINE.  A STANDARD DISK, STAMPED K 92 1934 AND SET IN THE TOP
 MO0316'OF A CONCRETE POST.  NOTE-- MONUMENT IS LOOSE AND CRACKED.
 MO0316'PIECE IS MISSING FROM ONE CORNER AS IF IT WERE HIT WITH A
 MO0316'MOTORIZED BLADE.
 MO0316
 MO0316                          STATION RECOVERY (1961)
 MO0316
 MO0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MO0316'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0090 ***********************************************************************
 NQ0090  DESIGNATION -  K 95
 NQ0090  PID         -  NQ0090
 NQ0090  STATE/COUNTY-  WY/GOSHEN
 NQ0090  USGS QUAD   -  JAY EM (1990)
 NQ0090
 NQ0090                         *CURRENT SURVEY CONTROL
 NQ0090  ___________________________________________________________________
 NQ0090* NAD 83(1986)-  42 22 32.     (N)    104 20 56.     (W)     SCALED    
 NQ0090* NAVD 88     -      1364.269  (meters)    4475.94   (feet)  ADJUSTED  
 NQ0090  ___________________________________________________________________
 NQ0090  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 NQ0090  DYNAMIC HT  -        1363.437 (meters)    4473.21  (feet)  COMP
 NQ0090  MODELED GRAV-     979,964.2   (mgal)                       NAVD 88
 NQ0090
 NQ0090  VERT ORDER  -  SECOND    CLASS 0
 NQ0090
 NQ0090.The horizontal coordinates were scaled from a topographic map and have
 NQ0090.an estimated accuracy of +/- 6 seconds.
 NQ0090
 NQ0090.The orthometric height was determined by differential leveling
 NQ0090.and adjusted by the National Geodetic Survey in June 1991..
 NQ0090
 NQ0090.The geoid height was determined by GEOID03.
 NQ0090
 NQ0090.The dynamic height is computed by dividing the NAVD 88
 NQ0090.geopotential number by the normal gravity value computed on the
 NQ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0090.degrees latitude (g = 980.6199 gals.).
 NQ0090
 NQ0090.The modeled gravity was interpolated from observed gravity values.
 NQ0090
 NQ0090;                    North         East    Units  Estimated Accuracy
 NQ0090;SPC WY E     -   208,620.      267,350.      MT  (+/- 180 meters Scaled)
 NQ0090
 NQ0090                          SUPERSEDED SURVEY CONTROL
 NQ0090
 NQ0090  NGVD 29 (??/??/92) 1363.525  (m)         4473.50   (f) ADJ UNCH    2 0
 NQ0090
 NQ0090.Superseded values are not recommended for survey control.
 NQ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0090.See file dsdata.txt to determine how the superseded data were derived.
 NQ0090
 NQ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG536916(NAD 83)
 NQ0090_MARKER: DB = BENCH MARK DISK
 NQ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0090_STAMPING: K 95 1934
 NQ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0090+STABILITY: SURFACE MOTION
 NQ0090
 NQ0090  HISTORY     - Date     Condition        Report By
 NQ0090  HISTORY     - 1934     MONUMENTED       CGS
 NQ0090  HISTORY     - 1974     GOOD             USGS
 NQ0090
 NQ0090                          STATION DESCRIPTION
 NQ0090
 NQ0090'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0090'5.8 MI S FROM JAY-EM.
 NQ0090'5.8 MILES SOUTH OF ALONG U.S. HWY. 85 TO CENTER OF A CURVE TO THE
 NQ0090'LEFT AND A FENCE SW ON WEST SIDE OF HWY.  0.25 MI. N. OF A
 NQ0090'SMALL BRIDGE.  126 FT. SW OF CENTERLINE OF HWY., 48 FEET SW OF
 NQ0090'SW R.O.W. FENCE, 7 FEET SE OF FENCE AND 7 FEET SE OF WITNESS
 NQ0090'POST.  A STANDARD DISK STAMPED K 95 1934 AND SET IN TOP OF A
 NQ0090'CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0054 ***********************************************************************
 MO0054  DESIGNATION -  K 96
 MO0054  PID         -  MO0054
 MO0054  STATE/COUNTY-  WY/LARAMIE
 MO0054  USGS QUAD   -  LINDBERGH (1991)
 MO0054
 MO0054                         *CURRENT SURVEY CONTROL
 MO0054  ___________________________________________________________________
 MO0054* NAD 83(1986)-  41 18 55.     (N)    104 06 34.     (W)     SCALED    
 MO0054* NAVD 88     -      1611.701  (meters)    5287.72   (feet)  ADJUSTED  
 MO0054  ___________________________________________________________________
 MO0054  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 MO0054  DYNAMIC HT  -        1610.444 (meters)    5283.60  (feet)  COMP
 MO0054  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 MO0054
 MO0054  VERT ORDER  -  SECOND    CLASS 0
 MO0054
 MO0054.The horizontal coordinates were scaled from a topographic map and have
 MO0054.an estimated accuracy of +/- 6 seconds.
 MO0054
 MO0054.The orthometric height was determined by differential leveling
 MO0054.and adjusted by the National Geodetic Survey in June 1991..
 MO0054
 MO0054.The geoid height was determined by GEOID03.
 MO0054
 MO0054.The dynamic height is computed by dividing the NAVD 88
 MO0054.geopotential number by the normal gravity value computed on the
 MO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0054.degrees latitude (g = 980.6199 gals.).
 MO0054
 MO0054.The modeled gravity was interpolated from observed gravity values.
 MO0054
 MO0054;                    North         East    Units  Estimated Accuracy
 MO0054;SPC WY E     -    91,070.      288,520.      MT  (+/- 180 meters Scaled)
 MO0054
 MO0054                          SUPERSEDED SURVEY CONTROL
 MO0054
 MO0054  NGVD 29 (??/??/92) 1610.844  (m)         5284.91   (f) ADJ UNCH    2 0
 MO0054
 MO0054.Superseded values are not recommended for survey control.
 MO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0054.See file dsdata.txt to determine how the superseded data were derived.
 MO0054
 MO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF745741(NAD 83)
 MO0054_MARKER: Z = SEE DESCRIPTION
 MO0054_SETTING: 0 = UNSPECIFIED SETTING
 MO0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0054
 MO0054  HISTORY     - Date     Condition        Report By
 MO0054  HISTORY     - UNK      MONUMENTED       CGS
 MO0054  HISTORY     - 1945     GOOD             NGS
 MO0054  HISTORY     - 1974     GOOD             LOCENG
 MO0054
 MO0054                          STATION DESCRIPTION
 MO0054
 MO0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 MO0054'AT LINDBERGH.
 MO0054'AT LINDBERGH, LARAMIE COUNTY, 390 FEET SOUTH AND 43 FEET EAST
 MO0054'OF RAILROAD-ROAD CROSSING.  40 FEET EAST OF EAST RAIL, 5 FEET
 MO0054'WEST OF FENCE.  125 FEET EAST OF WHITE SQUARE, WEST OF TRACK.
 MO0054
 MO0054                          STATION RECOVERY (1974)
 MO0054
 MO0054'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 MO0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0332 ***********************************************************************
 MO0332  DESIGNATION -  K 99
 MO0332  PID         -  MO0332
 MO0332  STATE/COUNTY-  WY/GOSHEN
 MO0332  USGS QUAD   -  Y B O CANYON (1990)
 MO0332
 MO0332                         *CURRENT SURVEY CONTROL
 MO0332  ___________________________________________________________________
 MO0332* NAD 83(1986)-  41 48 49.     (N)    104 35 07.     (W)     SCALED    
 MO0332* NAVD 88     -      1598.343  (meters)    5243.90   (feet)  ADJUSTED  
 MO0332  ___________________________________________________________________
 MO0332  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 MO0332  DYNAMIC HT  -        1597.194 (meters)    5240.13  (feet)  COMP
 MO0332  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 MO0332
 MO0332  VERT ORDER  -  SECOND    CLASS 0
 MO0332
 MO0332.The horizontal coordinates were scaled from a topographic map and have
 MO0332.an estimated accuracy of +/- 6 seconds.
 MO0332
 MO0332.The orthometric height was determined by differential leveling
 MO0332.and adjusted by the National Geodetic Survey in June 1991..
 MO0332
 MO0332.The geoid height was determined by GEOID03.
 MO0332
 MO0332.The dynamic height is computed by dividing the NAVD 88
 MO0332.geopotential number by the normal gravity value computed on the
 MO0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0332.degrees latitude (g = 980.6199 gals.).
 MO0332
 MO0332.The modeled gravity was interpolated from observed gravity values.
 MO0332
 MO0332;                    North         East    Units  Estimated Accuracy
 MO0332;SPC WY E     -   146,040.      248,310.      MT  (+/- 180 meters Scaled)
 MO0332
 MO0332                          SUPERSEDED SURVEY CONTROL
 MO0332
 MO0332  NGVD 29 (??/??/92) 1597.514  (m)         5241.18   (f) ADJ UNCH    2 0
 MO0332
 MO0332.Superseded values are not recommended for survey control.
 MO0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0332.See file dsdata.txt to determine how the superseded data were derived.
 MO0332
 MO0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG344291(NAD 83)
 MO0332_MARKER: DB = BENCH MARK DISK
 MO0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0332_STAMPING: K 99 1934
 MO0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0332+STABILITY: SURFACE MOTION
 MO0332
 MO0332  HISTORY     - Date     Condition        Report By
 MO0332  HISTORY     - 1934     MONUMENTED       CGS
 MO0332  HISTORY     - 1941     GOOD             NGS
 MO0332
 MO0332                          STATION DESCRIPTION
 MO0332
 MO0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0332'3 MI N FROM HAWK SPRINGS.
 MO0332'3 MILES NORTH AND 17 MILES WEST ALONG THE COUNTY ROAD LEADING
 MO0332'TO CHUGWATER FROM HAWK SPRINGS, GOSHEN COUNTY, 0.6 MILE WEST OF
 MO0332'THE TOP OF YBO HILL, 38 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MO0332'IN A FENCE CORNER, 13 FEET NORTH OF THE EAST-AND-WEST FENCE,
 MO0332'AND 4 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 MO0332'STAMPED K 99 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0332'NOTE-- THE MARK IS IN THE SOUTHWEST-SOUTHEAST 1/4 SECTION 6,
 MO0332'21 N., 64 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0470 ***********************************************************************
 MQ0470  DESIGNATION -  KANDA
 MQ0470  PID         -  MQ0470
 MQ0470  STATE/COUNTY-  WY/SWEETWATER
 MQ0470  USGS QUAD   -  KANDA (1978)
 MQ0470
 MQ0470                         *CURRENT SURVEY CONTROL
 MQ0470  ___________________________________________________________________
 MQ0470* NAD 83(1993)-  41 32 08.54131(N)    109 21 20.82990(W)     ADJUSTED  
 MQ0470* NAVD 88     -      1933.0    (meters)    6342.     (feet)  VERTCON   
 MQ0470  ___________________________________________________________________
 MQ0470  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 MQ0470  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 MQ0470
 MQ0470  HORZ ORDER  -  SECOND
 MQ0470
 MQ0470.The horizontal coordinates were established by classical geodetic methods
 MQ0470.and adjusted by the National Geodetic Survey in January 1997..
 MQ0470
 MQ0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0470
 MQ0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0470
 MQ0470.The geoid height was determined by GEOID03.
 MQ0470
 MQ0470;                    North         East     Units Scale Factor Converg.
 MQ0470;SPC WYWC     -   115,189.564   549,450.019   MT  0.99996893   -0 24 06.1
 MQ0470;UTM  12      - 4,599,533.423   637,157.553   MT  0.99983151   +1 05 25.5
 MQ0470
 MQ0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0470!SPC WYWC     -   0.99969917  x   0.99996893  =   0.99966811
 MQ0470!UTM  12      -   0.99969917  x   0.99983151  =   0.99953073
 MQ0470
 MQ0470:                Primary Azimuth Mark                     Grid Az
 MQ0470:SPC WYWC     -  SWEETWATER COUNTY TV CORP MAST           032 02 16.1
 MQ0470:UTM  12      -  SWEETWATER COUNTY TV CORP MAST           030 32 44.5
 MQ0470
 MQ0470|---------------------------------------------------------------------|
 MQ0470| PID    Reference Object                     Distance      Geod. Az  |
 MQ0470|                                                           dddmmss.s |
 MQ0470| MQ0468 SWEETWATER COUNTY TV CORP MAST      APPROX. 5.6 KM 0313810.0 |
 MQ0470| CP5607 KANDA RM 1                           11.704 METERS 09039     |
 MQ0470| CP5608 KANDA RM 2                           15.938 METERS 19130     |
 MQ0470| MQ0471 AIRWAY BCN 15 4 MI ENE GREEN R      APPROX. 3.3 KM 3022216.5 |
 MQ0470|---------------------------------------------------------------------|
 MQ0470
 MQ0470                          SUPERSEDED SURVEY CONTROL
 MQ0470
 MQ0470  NAD 83(1986)-  41 32 08.53385(N)    109 21 20.82314(W) AD(       ) 2
 MQ0470  NAD 27      -  41 32 08.66020(N)    109 21 18.34490(W) AD(       ) 2
 MQ0470  NGVD 29 (07/19/86) 1931.7    (m)         6338.     (f) VERT ANG       
 MQ0470
 MQ0470.Superseded values are not recommended for survey control.
 MQ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0470.See file dsdata.txt to determine how the superseded data were derived.
 MQ0470
 MQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3715899533(NAD 83)
 MQ0470_MARKER: DS = TRIANGULATION STATION DISK
 MQ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0470_STAMPING: KANDA 1962
 MQ0470_MARK LOGO: CGS   
 MQ0470_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0470+STABILITY: SURFACE MOTION
 MQ0470
 MQ0470  HISTORY     - Date     Condition        Report By
 MQ0470  HISTORY     - 1962     MONUMENTED       CGS
 MQ0470  HISTORY     - 19810827 GOOD             NGS
 MQ0470
 MQ0470                          STATION DESCRIPTION
 MQ0470
 MQ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0470'THE STATION IS ON A BARE RIDGE ABOUT 6 MILES EAST OF GREEN
 MQ0470'RIVER AND ABOUT 1/4 MILE SOUTH OF U.S. HIGHWAY 30, WHERE IT
 MQ0470'GOES THROUGH A DEEP ROCK CUT.
 MQ0470'
 MQ0470'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER, GO
 MQ0470'EASTERLY ON U.S. HIGHWAY 30 FOR 5.8 MILES TO THE WEST EDGE
 MQ0470'OF A CUTBANK AND A DIM TRACK ROAD ON THE RIGHT.  (TO REACH
 MQ0470'BENCH MARK B131 CONTINUE EASTERLY ON THE HIGHWAY FOR 2.1
 MQ0470'MILES TO WHERE THE OLD HIGHWAY TURNS RIGHT.  TURN RIGHT ON
 MQ0470'THE OLD HIGHWAY AND GO 0.35 MILE TO A FENCE AND A DIM TRACK
 MQ0470'ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM TRACK ROAD AND GO
 MQ0470'0.15 MILE TO A FENCE AND THE MARK.) TURN RIGHT ON DIM TRACK
 MQ0470'ROAD AND GO 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 MQ0470'EASTERLY ALONG A PIPELINE FOR 0.25 MILE TO A DIM TRACK ROAD
 MQ0470'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON TRACK ROAD FOR 0.25
 MQ0470'MILE TO THE STATION ON THE RIGHT.
 MQ0470'
 MQ0470'STATION MARK IS A STANDARD DISK, STAMPED KANDA 1962, SET IN
 MQ0470'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 MQ0470'IT IS 2.6 FEET SOUTHEAST OF A WITNESS POST AND 120 FEET WEST
 MQ0470'OF WHERE THE RIDGE BREAKS OFF SHARPLY TO THE EAST.
 MQ0470'
 MQ0470'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KANDA NO 1 1962,
 MQ0470'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0470'5 INCHES.  IT IS 40 FEET EAST-SOUTHEAST OF THE WITNESS POST
 MQ0470'AND ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0470'
 MQ0470'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KANDA NO 2 1962,
 MQ0470'SET IN THE TOP OF A 12 SQUARE CONCRETE POST PROJECTING 4 INCHES.
 MQ0470'IT IS 54 FEET SOUTHWEST OF THE WITNESS POST AND ABOUT THE
 MQ0470'SAME ELEVATION AS THE STATION.
 MQ0470'
 MQ0470'BENCH MARK B131 IS A STANDARD DISK, STAMPED B131 1958, SET
 MQ0470'IN THE TOP OF A CONCRETE POST 11 INCHES IN DIAMETER AND
 MQ0470'PROJECTING 3 INCHES.  IT IS 2 FEET WEST OF A WITNESS POST, 1.7
 MQ0470'FEET SOUTH OF A FENCE AND 180 FEET NORTH OF THE NORTH RAIL OF
 MQ0470'THE RAILROAD TRACKS.
 MQ0470
 MQ0470                          STATION RECOVERY (1981)
 MQ0470
 MQ0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MQ0470'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MQ0470'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED SO A NEW AZIMUTH MARK
 MQ0470'WAS SET AT THIS TIME.  A NEW LOCATION AND TO REACH IS GIVEN DUE TO
 MQ0470'ROAD CHANGES.  A FOUR WHEEL DRIVE TRUCK MAYBE NEEDED IN WET WEATHER.
 MQ0470'DISTANCES AND DIRECTIONS CHECK WITHIN LIMITS OF THE 1962 DATA.  A
 MQ0470'GEODETIC POSITION IS AVAILABLE FOR THE AZIMUTH MARK.
 MQ0470' 
 MQ0470'STATION IS LOCATED ON A BARE RIDGE, 9.6 KM (5.95 MI) EAST OF GREEN
 MQ0470'RIVER, 11.2 KM (6.95 MI) WEST OF ROCK SPRINGS, AND 1 KM (0.60 MI)
 MQ0470'SOUTH OF INTERSTATE 80.  OWNERSHIP- BUREAU OF LAND MANAGEMENT,
 MQ0470'DISTRICT OFFICE, ROCK SPRINGS, WYOMING, TELEPHONE 307-382.5350.  TO
 MQ0470'REACH THE STATION FROM INTERSTATE 80 AND EAST FLAMING GORGE ROAD,
 MQ0470'WYOMING HIGHWAY 373, AT THE OVERPASS, GO SOUTHEAST ON EAST FLAMING
 MQ0470'GORGE ROAD FOR 0.3 KM (0.20 MI) TO THE INTERSECTION OF OLD US HIGHWAY
 MQ0470'30.  TURN RIGHT, SOUTHWEST, ON US 30 WHICH IS NOW AN ACCESS ROAD ON
 MQ0470'THE SOUTHSIDE OF INTERSTATE 80, FOR 3.1 KM (1.90 MI) TO THE AZIMUTH
 MQ0470'MARK ON THE LEFT.  CONTINUE STRAIGHT FOR 0.3 KM (0.20 MI) TO A FORK.
 MQ0470'TAKE THE LEFT FORK, A DIRT ROAD, FOR 0.1 KM (0.05 MI) TO AN OLD FENCE
 MQ0470'LINE AND GATE.  JUST PAST THE GATE IS A FORK, TAKE THE RIGHT FORK,
 MQ0470'SOUTHWEST, FOR 0.8 KM (0.50 MI) ALONG A GAS PIPELINE ROAD TO WHERE THE
 MQ0470'ROAD GOES UP A STEEP HILL.  CONTINUE UPHILL, SOUTHWEST, FOR 0.2 KM
 MQ0470'(0.10 MI) TO THE TOP OF THE HILL AND A DIM TRACK ROAD LEFT.  TURN
 MQ0470'LEFT, SOUTH FOR 0.3 KM (0.20 MI) TO THE STATION.
 MQ0470' 
 MQ0470'THE STATION IS A STANDARD CGS DISK STAMPED--KANDA 1962--, SET INTO THE
 MQ0470'TOP OF A SQUARE CONCRETE MONUMENT 13 INCHES (33 CM) ON SIDE PROJECTING
 MQ0470'3 INCHES (8 CM) ABOVE THE GROUND LOCATED 190 FT (57.9 M) SW FROM A
 MQ0470'STEEP DROP OFF AND 2.5 FT (0.8 M) ESE FROM A METAL WITNESS POST WITH
 MQ0470'SIGN.
 MQ0470' 
 MQ0470'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--KANDA NO 1 1962--,
 MQ0470'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 13 INCHES (33 CM) IN
 MQ0470'DIAMETER PROJECTING 4 INCHES (9 CM) ABOVE THE GROUND LOCATED 154 FT
 MQ0470'(46.9 M) SW FROM A STEEP DROPOFF, 40 FT (12.2 M) E FROM A METAL
 MQ0470'WITNESS POST WITH SIGN, AND 1 FT (0.3 M) HIGHER THAN THE STATION.
 MQ0470' 
 MQ0470'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--KANDA NO 2 1962--,
 MQ0470'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 13 INCHES (33 CM) IN
 MQ0470'DIAMETER PROJECTING 5 INCHES (12 CM) ABOVE THE GROUND LOCATED 219 FT
 MQ0470'(66.8 M) SW FROM A STEEP DROP OFF, 54 FT (16.5 M) S FROM A METAL
 MQ0470'WITNESS POST WITH SIGN, AND 1.5 FT (0.5 M) HIGHER THAN THE STATION.
 MQ0470' 
 MQ0470'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--KANDA 1962 NO 2
 MQ0470'1981--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT (28 CM) DIAMETER
 MQ0470'FLUSH WITH GROUND LOCATED 45 FT (13.7 M) SE FROM THE CENTERLINE OF OLD
 MQ0470'HIGHWAY 30, 20 FT (6.1 M) NW FROM A TELEPHONE CABLE WARNING SIGN AND
 MQ0470'WOODEN POST, AND 3.0 FT (0.9 M) SSW FROM A WITNESS POST WITH SIGN.  TO
 MQ0470'REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A DIM TRACK ROAD
 MQ0470'FOR 0.3 KM (0.20 MI) TO A DIRT ROAD.  TURN RIGHT, NORTHEAST, DOWN A
 MQ0470'STEEP HILL AND FOLLOW A PIPELINE ROAD FOR 1.0 KM (0.60 MI) TO A
 MQ0470'REVERSE FORK.  CONTINUE AHEAD PASSING THROUGH AN OLD GATE AND FENCE
 MQ0470'LINE FOR 0.1 KM (0.05 MI) TO THE PAVED OLD US 30.  GO NORTHEAST ON THE
 MQ0470'PAVED ROAD FOR 0.3 KM (0.20 MI) TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0360 ***********************************************************************
 MQ0360  DESIGNATION -  KANDA AZ MK 2
 MQ0360  PID         -  MQ0360
 MQ0360  STATE/COUNTY-  WY/SWEETWATER
 MQ0360  USGS QUAD   -  KANDA (1978)
 MQ0360
 MQ0360                         *CURRENT SURVEY CONTROL
 MQ0360  ___________________________________________________________________
 MQ0360* NAD 83(1986)-  41 32 39.     (N)    109 20 31.     (W)     SCALED    
 MQ0360* NAVD 88     -      1901.729  (meters)    6239.26   (feet)  ADJUSTED  
 MQ0360  ___________________________________________________________________
 MQ0360  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MQ0360  DYNAMIC HT  -        1900.099 (meters)    6233.91  (feet)  COMP
 MQ0360  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 MQ0360
 MQ0360  VERT ORDER  -  FIRST     CLASS II
 MQ0360
 MQ0360.The horizontal coordinates were scaled from a topographic map and have
 MQ0360.an estimated accuracy of +/- 6 seconds.
 MQ0360
 MQ0360.The orthometric height was determined by differential leveling
 MQ0360.and adjusted by the National Geodetic Survey in June 1991..
 MQ0360
 MQ0360.The geoid height was determined by GEOID03.
 MQ0360
 MQ0360.The dynamic height is computed by dividing the NAVD 88
 MQ0360.geopotential number by the normal gravity value computed on the
 MQ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0360.degrees latitude (g = 980.6199 gals.).
 MQ0360
 MQ0360.The modeled gravity was interpolated from observed gravity values.
 MQ0360
 MQ0360;                    North         East    Units  Estimated Accuracy
 MQ0360;SPC WYWC     -   116,120.      550,610.      MT  (+/- 180 meters Scaled)
 MQ0360
 MQ0360                          SUPERSEDED SURVEY CONTROL
 MQ0360
 MQ0360  NGVD 29 (06/08/92) 1900.423  (m)         6234.97   (f) ADJUSTED    1 2
 MQ0360
 MQ0360.Superseded values are not recommended for survey control.
 MQ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0360.See file dsdata.txt to determine how the superseded data were derived.
 MQ0360
 MQ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM382004(NAD 83)
 MQ0360_MARKER: DZ = AZIMUTH MARK DISK
 MQ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0360_SP_SET: CONCRETE POST
 MQ0360_STAMPING: KANDA 1962 NO 2 1981
 MQ0360_MARK LOGO: NGS   
 MQ0360_PROJECTION: FLUSH
 MQ0360_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0360+STABILITY: SURFACE MOTION
 MQ0360
 MQ0360  HISTORY     - Date     Condition        Report By
 MQ0360  HISTORY     - 1981     MONUMENTED       NGS
 MQ0360  HISTORY     - 1983     GOOD             NGS
 MQ0360
 MQ0360                          STATION DESCRIPTION
 MQ0360
 MQ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 MQ0360'THE AZIMUTH MARK WAS SET AT THIS TIME AS THE OLD AZIMUTH MARK WAS
 MQ0360'FOUND DESTROYED.  A GEODETIC POSITION WAS DETERMINED FOR THE AZIMUTH.
 MQ0360'TO REACH THE AZIMUTH MARK FROM THE OVERPASS OF INTERSTATE 80 AND EAST
 MQ0360'FLAMING GORGE ROAD, WYOMING HIGHWAY 373, GO SOUTHEAST ON EAST FLAMING
 MQ0360'GORGE ROAD FOR 0.3 KM (0.20 MI) TO THE INTERSECTION OF OLD US HIGHWAY
 MQ0360'30.  TURN RIGHT, SOUTHWEST, ON US 30 WHICH IS NOW AN ACESS ROAD ON THE
 MQ0360'SOUTHSIDE OF INTERSTATE 80, FOR 3.1 KM (1.90 MI) TO THE AZIMUTH MARK
 MQ0360'ON THE LEFT.  THE AZIMUTH MARK IS SET INTO THE TOP OF A ROUND CONCRETE
 MQ0360'MONUMENT FLUSH WITH THE GROUND LOCATED 13.7 M (44.9 FT) SOUTHEAST FROM
 MQ0360'THE CENTERLINE OF OLD HIGHWAY 30, 6.0 M (19.7 FT) NORTHWEST FROM A
 MQ0360'TELEPHONE CABLE WARNING POST, AND 0.9 M (3.0 FT) SOUTH SOUTHWEST FROM
 MQ0360'A WITNESS POST WITH SIGN.
 MQ0360
 MQ0360                          STATION RECOVERY (1983)
 MQ0360
 MQ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0360'12.0 KM (7.45 MI) SW FROM ROCK SPRINGS.
 MQ0360'11.8 KM (7.35 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0360'THE STATION IN ROCK SPRINGS, THENCE 0.2 KM (0.1 MI) NORTHERLY CROSS
 MQ0360'COUNTRY TO OLD U.S. HIGHWAY 30, 190.5 METERS (625.0 FT) NORTHWEST OF
 MQ0360'THE NEAR RAIL, 13.7 METERS (44.9 FT) SOUTHEAST OF THE CENTERLINE OF
 MQ0360'THE HIGHWAY, AND 6.0 METERS (19.7 FT) NORTH OF A TELEPHONE CABLE
 MQ0360'WARNING POST NUMBER 4.
 MQ0360'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 MQ0360'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0314 ***********************************************************************
 PX0314  DESIGNATION -  KANE
 PX0314  PID         -  PX0314
 PX0314  STATE/COUNTY-  WY/BIG HORN
 PX0314  USGS QUAD   -  NATURAL TRAP CAVE (1964)
 PX0314
 PX0314                         *CURRENT SURVEY CONTROL
 PX0314  ___________________________________________________________________
 PX0314* NAD 83(1993)-  44 56 03.68256(N)    108 08 06.76453(W)     ADJUSTED  
 PX0314* NAVD 88     -      1876.4    (meters)    6156.     (feet)  VERTCON   
 PX0314  ___________________________________________________________________
 PX0314  LAPLACE CORR-          17.83  (seconds)                    DEFLEC99
 PX0314  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 PX0314
 PX0314  HORZ ORDER  -  FIRST
 PX0314
 PX0314.The horizontal coordinates were established by classical geodetic methods
 PX0314.and adjusted by the National Geodetic Survey in January 1997..
 PX0314
 PX0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0314
 PX0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0314
 PX0314.The geoid height was determined by GEOID03.
 PX0314
 PX0314;                    North         East     Units Scale Factor Converg.
 PX0314;SPC WYEC     -   592,882.614   336,706.171   MT  0.99998674   -0 33 59.0
 PX0314;SPC MT       -    77,007.773   707,730.849   MT  1.00004003   +0 59 54.1
 PX0314;SPC MT       -   252,650.17  2,321,951.60   iFT  1.00004003   +0 59 54.1
 PX0314;UTM  12      - 4,979,651.334   726,047.094   MT  1.00022836   +2 01 27.3
 PX0314
 PX0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0314!SPC WYEC     -   0.99970770  x   0.99998674  =   0.99969444
 PX0314!SPC MT       -   0.99970770  x   1.00004003  =   0.99974771
 PX0314!UTM  12      -   0.99970770  x   1.00022836  =   0.99993599
 PX0314
 PX0314|---------------------------------------------------------------------|
 PX0314| PID    Reference Object                     Distance      Geod. Az  |
 PX0314|                                                           dddmmss.s |
 PX0314| CQ6816 KANE RM 1                            17.885 METERS 18520     |
 PX0314| CQ6817 KANE RM 2                             7.871 METERS 27143     |
 PX0314| CQ6815 KANE AZ MK                                         2985342.9 |
 PX0314|---------------------------------------------------------------------|
 PX0314
 PX0314                          SUPERSEDED SURVEY CONTROL
 PX0314
 PX0314  NAD 83(1986)-  44 56 03.67367(N)    108 08 06.74906(W) AD(       ) 1
 PX0314  NAD 27      -  44 56 03.83030(N)    108 08 04.35620(W) AD(       ) 1
 PX0314  NGVD 29 (07/19/86) 1875.5    (m)         6153.     (f) VERT ANG       
 PX0314
 PX0314.Superseded values are not recommended for survey control.
 PX0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0314.See file dsdata.txt to determine how the superseded data were derived.
 PX0314
 PX0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ2604779651(NAD 83)
 PX0314_MARKER: DD = SURVEY DISK
 PX0314_SETTING: 66 = SET IN ROCK OUTCROP
 PX0314_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PX0314_STAMPING: KANE 1954
 PX0314_MARK LOGO: USFS  
 PX0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0314+STABILITY: POSITION/ELEVATION WELL
 PX0314
 PX0314  HISTORY     - Date     Condition        Report By
 PX0314  HISTORY     - 1957     MONUMENTED       USFS
 PX0314  HISTORY     - 19820812 GOOD             NGS
 PX0314
 PX0314                          STATION DESCRIPTION
 PX0314
 PX0314'DESCRIBED BY US FOREST SERVICE 1957 (OSR)
 PX0314'STATION IS LOCATED N THE SOUTHWEST EDGE OF A HIGH, FLAT MESA,
 PX0314'ABOUT 15 MILES NORTHEAST OF LOVELL AND ABOUT 3 MILES NORTHEAST
 PX0314'OF THE BIG HORN RIVER AT THE NEAREST POINT.
 PX0314'
 PX0314'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 310 AND STATE ROUTE
 PX0314'14 IN THE SOUTH EDGE OF LOVELL, BY GOING EASTERLY ON HIGHWAY
 PX0314'14 FOR 10.55 MILES TO A BRIDGE OVER THE BIG HORN RIVER,
 PX0314'CONTINUE EASTERLY ON HIGHWAY 14 FOR 0.15 MILE TO A SIDE
 PX0314'ROAD LEFT, TURN LEFT AND FOLLOW GRADED ROAD FOR 1.55 MILES
 PX0314'TO A FORK, TAKE RIGHT FORK AND FOLLOW MAIN ROAD FOR 6.15
 PX0314'MILES TO A FORK, AT THIS POINT MAIN ROAD CURVES LEFT, TAKE
 PX0314'RIGHT FORK 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 PX0314'DESCRIBED, CONTINUE ON GRADED ROAD FOR 0.9 MILE TO A DIM FORK
 PX0314'AT THE TOP OF THE GRADE, TAKE RIGHT FORK AND FOLLOW DIM
 PX0314'TRACK ROAD WESTERLY THEN NORTHERLY FOR 0.2 MILE TO THE
 PX0314'STATION AS DESCRIBED.
 PX0314'
 PX0314'STATION MARK IS A STANDARD U.S. FOREST SERVICE DISK, STAMPED
 PX0314'KANE 1954, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 PX0314'GROUND SURFACE.  IT IS 29 FEET NORTHEAST OF THE SOUTHWEST
 PX0314'EDGE OF THE MESA.  A WHITE POST WAS SET 5 FEET SOUTHEAST OF THE
 PX0314'MARK.
 PX0314'
 PX0314'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KANE USFS NO
 PX0314'1 1957, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 PX0314'SURFACE.  IT IS 3 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE MESA.
 PX0314'
 PX0314'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KANE USGS NO
 PX0314'2 1957, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 PX0314'SURFACE.  IT IS 4 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 PX0314'MESA.
 PX0314'
 PX0314'AZIMUTH MARK IS A STANDARD DISK, STAMPED KANE USFS 1957,
 PX0314'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE.
 PX0314'IT IS 54 FEET NORTH OF THE CENTER OF A GRADED ROAD.  A WHITE
 PX0314'POST WAS SET 2 FEET NORTH OF THE MARK.
 PX0314
 PX0314                          STATION RECOVERY (1982)
 PX0314
 PX0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0314'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WAS
 PX0314'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION IS GIVEN.  THE ANGLES
 PX0314'CHECKED THE 1957 ANGLES VERY WELL, BUT THE TAPED DISTANCE TO REFERENCE
 PX0314'MARK 1 WAS SHORT 0.038 M (0.125 FT) AND FOR REFERENCE MARK 2 SHORT BY
 PX0314'0.029 M (0.095 FT) FROM THE 1957 MEASUREMENTS.  TO REACH THE STATION
 PX0314'FROM THE INTERSECTION OF US 310 AND US HIGHWAY 14 ALT ON THE EASTSIDE
 PX0314'OF LOVELL, WYOMING, GO EAST ON US HIGHWAY 14 ALT FOR 16.8 KM (10.45
 PX0314'MI) TO THE BRIDGE OVER THE BIG HORN RIVER.  CONTINUE AHEAD FOR 0.2 KM
 PX0314'(0.10 MI) TO A SIDE ROAD LEFT.  TURN LEFT, NORTHERLY, CROSSING A
 PX0314'CATTLE GUARD AND FOLLOWING THE ROAD FOR 1.2 KM (0.75 MI) TO A FORK.
 PX0314'TAKE RIGHT FORK AND START ON DIRT ROAD FOR 0.5 KM (0.30 MI) TO A
 PX0314'CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE ON MAIN ROAD FOR 2.8 KM
 PX0314'(1.75 MI) TO A FORK.  TAKE THE LEFT FORK, MAIN ROAD, UP BLUE CANYON,
 PX0314'NORTHEASTERLY, FOR 9.3 KM (5.75 MI) TO A FORK. TAKE THE RIGHT FORK,
 PX0314'SOUTHEASTERLY, FOR 0.2 KM (0.10 MI) TO THE AZIMUTH MARK ON THE LEFT.
 PX0314'CONTINUE AHEAD, UPHILL, FOR 1.3 KM (0.80 MI) TO A DIM SIDE ROAD RIGHT.
 PX0314'TURN RIGHT, UPHILL, FOR 0.2 KM (0.10 MI) TO THE STATION AS DESCRIBED.
 PX0314' 
 PX0314'THE STATION IS A STANDARD USFS DISK STAMPED--KANE 1954--, SET INTO
 PX0314'ROCK OUTCROP.  THE MARK IS FLUSH WITH THE GROUND SURFACE AND CEMENTED
 PX0314'IN A DRILL HOLE.  IT IS LOCATED 27 FT (8.2 M) E FROM THE WESTERN EDGE
 PX0314'OF THE MESA AND 6 FT (1.8 M) NE FROM A ROCK CAIRN.
 PX0314' 
 PX0314'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--KANE USFS NO 1
 PX0314'1957--, SET INTO ROCK OUTCROP.  THE REFERENCE MARK IS AT THE EDGE OF
 PX0314'THE MESA AND CEMENTED IN A DRILL HOLE FLUSH WITH THE SURROUNDING ROCK.
 PX0314'IT IS LOCATED 52 FT (15.8 M) SSE FROM A ROCK CAIRN AND 3 FT (0.9 M)
 PX0314'LOWER THAN THE STATION.
 PX0314' 
 PX0314'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--KANE USFS NO 2
 PX0314'1957--, SET INTO ROCK OUTCROP.  THE REFERENCE MARK IS CEMENTED IN A
 PX0314'DRILL HOLE FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 23 FT (7.0 M)
 PX0314'W FROM A ROCK CAIRN, 5 FT (1.5 M) E FROM THE WESTERN EDGE OF THE MESA,
 PX0314'4 FT (1.2 M) E FROM A SMALL ROCK CAIRN, AND 1 FT (0.3 M) LOWER THAN
 PX0314'THE STATION.
 PX0314' 
 PX0314'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--KANE USFS 1957--,
 PX0314'SET INTO ROCK OUTCROP, CEMENTED IN A DRILL HOLE AND THE ROCK PROJECTS
 PX0314'ABOUT 12 INCHES (30 CM) ON THE WESTERN SIDE LOCATED 58 FT (17.7 M) N
 PX0314'FROM THE DIRT ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION MARK,
 PX0314'GO 0.2 KM (0.10 MI) ON A TRACK ROAD EAST TO THE EASTWEST DIRT ROAD.
 PX0314'TURN LEFT, WESTERLY AND DOWNHILL, FOR 1.3 KM (0.80 MI) TO THE AZIMUTH
 PX0314'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0506 ***********************************************************************
 PV0506  DESIGNATION -  KARA
 PV0506  PID         -  PV0506
 PV0506  STATE/COUNTY-  WY/CROOK
 PV0506  USGS QUAD   -  WONDER VIEW (1984)
 PV0506
 PV0506                         *CURRENT SURVEY CONTROL
 PV0506  ___________________________________________________________________
 PV0506* NAD 83(1993)-  44 28 40.48605(N)    104 42 32.62250(W)     ADJUSTED  
 PV0506* NAVD 88     -      1407.9    (meters)    4619.     (feet)  VERTCON   
 PV0506  ___________________________________________________________________
 PV0506  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 PV0506  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 PV0506
 PV0506  HORZ ORDER  -  THIRD
 PV0506
 PV0506.The horizontal coordinates were established by classical geodetic methods
 PV0506.and adjusted by the National Geodetic Survey in January 1998..
 PV0506
 PV0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0506
 PV0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0506
 PV0506.The geoid height was determined by GEOID03.
 PV0506
 PV0506;                    North         East     Units Scale Factor Converg.
 PV0506;SPC WY E     -   441,952.050   236,404.583   MT  0.99995379   +0 19 14.2
 PV0506;UTM  13      - 4,924,996.950   523,137.664   MT  0.99960658   +0 12 13.8
 PV0506
 PV0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0506!SPC WY E     -   0.99978146  x   0.99995379  =   0.99973526
 PV0506!UTM  13      -   0.99978146  x   0.99960658  =   0.99938813
 PV0506
 PV0506:                Primary Azimuth Mark                     Grid Az
 PV0506:SPC WY E     -  ARCH                                     195 24 29.1
 PV0506:UTM  13      -  ARCH                                     195 31 29.5
 PV0506
 PV0506|---------------------------------------------------------------------|
 PV0506| PID    Reference Object                     Distance      Geod. Az  |
 PV0506|                                                           dddmmss.s |
 PV0506| PV0507 ARCH                                APPROX. 7.6 KM 1954343.3 |
 PV0506|---------------------------------------------------------------------|
 PV0506
 PV0506                          SUPERSEDED SURVEY CONTROL
 PV0506
 PV0506  NAD 83(1993)-  44 28 40.48596(N)    104 42 32.62249(W) AD(       ) 3
 PV0506  NAD 83(1986)-  44 28 40.47547(N)    104 42 32.60721(W) AD(       ) 3
 PV0506  NAD 27      -  44 28 40.53498(N)    104 42 30.73129(W) AD(       ) 3
 PV0506  NGVD 29 (07/19/86) 1407.3    (m)         4617.     (f) VERT ANG       
 PV0506
 PV0506.Superseded values are not recommended for survey control.
 PV0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0506.See file dsdata.txt to determine how the superseded data were derived.
 PV0506
 PV0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK2313824997(NAD 83)
 PV0506_MARKER: DD = SURVEY DISK
 PV0506_SETTING: 80 = SET IN A BOULDER
 PV0506_SP_SET: PARTIALLY EXPOSED BOULDER
 PV0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0506+STABILITY: SURFACE MOTION
 PV0506
 PV0506  HISTORY     - Date     Condition        Report By
 PV0506  HISTORY     - 1953     MONUMENTED       USGS
 PV0506
 PV0506                          STATION DESCRIPTION
 PV0506
 PV0506'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0506'STATION IS LOCATED APPROXIMATELY 17.0 MI. (AIRLINE) WNW. OF SUNDANCE,
 PV0506'WYOMING, ABOUT 8.0 MI. S. OF DEVILS TOWER ON THE HIGHEST POINT OF A
 PV0506'SMALL BUTTE E. OF THE BELLE FOURCHE RIVER, IN SEC. 19, T 52 N, R 65 W.
 PV0506'
 PV0506'TO REACH FROM SUNDANCE, WYOMING, POST OFFICE, GO 1 BLOCK S. TO U.S.
 PV0506'HIGHWAY 14, TURN RIGHT (W.) AND FOLLOW U.S. HIGHWAY 14 FOR 22.7 MI.
 PV0506'TO A GRADED DIRT RD. S., ABOUT 200 FT. E. OF THE BELLE FOURCHE RIVER
 PV0506'BRIDGE, TURN LEFT (S.) ALONG DIRT RD. FOR 1.6 MI. TO A BEND IN RD.,
 PV0506'LEAVE RD. AND DRIVE ACROSS COUNTY TO LEFT (SE.) FOR 1.3 MI. TO SADDLE
 PV0506'ON S. SIDE OF BUTTE AND END OF TRUCK TRAVEL, FROM HERE PACK N. UP
 PV0506'SLOPE TO HIGHEST POINT AND STATION.
 PV0506'
 PV0506'STATION MARK--A STANDARD TABLET STAMPED ---KARA 1953---, CEMENTED IN
 PV0506'A BURIED BOULDER.
 PV0506'
 PV0506'REFERENCE MARK--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0386 ***********************************************************************
 PX0386  DESIGNATION -  KATHRINE
 PX0386  PID         -  PX0386
 PX0386  STATE/COUNTY-  WY/PARK
 PX0386  USGS QUAD   -  OREGON BASIN (1985)
 PX0386
 PX0386                         *CURRENT SURVEY CONTROL
 PX0386  ___________________________________________________________________
 PX0386* NAD 83(1993)-  44 28 53.78374(N)    108 57 01.25071(W)     ADJUSTED  
 PX0386* NAVD 88     -      1737.9    (meters)    5702.     (feet)  VERTCON   
 PX0386  ___________________________________________________________________
 PX0386  LAPLACE CORR-         -12.06  (seconds)                    DEFLEC99
 PX0386  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 PX0386
 PX0386  HORZ ORDER  -  THIRD
 PX0386
 PX0386.The horizontal coordinates were established by classical geodetic methods
 PX0386.and adjusted by the National Geodetic Survey in January 1997..
 PX0386
 PX0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0386
 PX0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0386
 PX0386.The geoid height was determined by GEOID03.
 PX0386
 PX0386;                    North         East     Units Scale Factor Converg.
 PX0386;SPC WYWC     -   442,280.153   584,062.444   MT  0.99994062   -0 08 25.4
 PX0386;UTM  12      - 4,927,409.307   662,994.671   MT  0.99992673   +1 26 11.3
 PX0386
 PX0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0386!SPC WYWC     -   0.99972948  x   0.99994062  =   0.99967012
 PX0386!UTM  12      -   0.99972948  x   0.99992673  =   0.99965623
 PX0386
 PX0386:                Primary Azimuth Mark                     Grid Az
 PX0386:SPC WYWC     -  PORT                                     310 30 14.4
 PX0386:UTM  12      -  PORT                                     308 55 37.7
 PX0386
 PX0386|---------------------------------------------------------------------|
 PX0386| PID    Reference Object                     Distance      Geod. Az  |
 PX0386|                                                           dddmmss.s |
 PX0386| PX0402 PORT                                APPROX. 6.5 KM 3102149.0 |
 PX0386|---------------------------------------------------------------------|
 PX0386
 PX0386                          SUPERSEDED SURVEY CONTROL
 PX0386
 PX0386  NAD 83(1986)-  44 28 53.77364(N)    108 57 01.24391(W) AD(       ) 3
 PX0386  NAD 27      -  44 28 53.92357(N)    108 56 58.75601(W) AD(       ) 3
 PX0386  NGVD 29 (07/19/86) 1736.8    (m)         5698.     (f) VERT ANG       
 PX0386
 PX0386.Superseded values are not recommended for survey control.
 PX0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0386.See file dsdata.txt to determine how the superseded data were derived.
 PX0386
 PX0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6299527409(NAD 83)
 PX0386_MARKER: DD = SURVEY DISK
 PX0386_SETTING: 66 = SET IN ROCK OUTCROP
 PX0386_SP_SET: SET IN ROCK OUTCROP
 PX0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0386+STABILITY: POSITION/ELEVATION WELL
 PX0386
 PX0386  HISTORY     - Date     Condition        Report By
 PX0386  HISTORY     - 1947     MONUMENTED       USGS
 PX0386
 PX0386                          STATION DESCRIPTION
 PX0386
 PX0386'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0386'LOCATED ABOUT 6 MI. SE. OF CODY, WYOMING ON THE MOST NORTHWESTERLY
 PX0386'PART OF A HALF-MOON RING OF HILLS AROUND THE NW. FLANK OF LAKE
 PX0386'CATHERINE.  STATION IS NOT ON THE CREST OF THE MAIN RING OF HILLS.
 PX0386'BUT IS LOCATED ON A PROMINIENT NW. SPUR OF A SMALL KNOB.
 PX0386'
 PX0386'TO REACH STATION FROM THE POST OFFICE, IN CODY, WYOMING, FOLLOW U.S.
 PX0386'HIGHWAY 20 TOWARD GREYBULL WYOMING FOR 5.7 MI. TO A ROADFORK S. TURN
 PX0386'S. AND FOLLOW GRADED RD. 1 MI. TO A TRACK RD. E., TURN E. FOR ABOUT
 PX0386'0.6 MI. TURN S. ACROSS COUNTRY FOR ABOUT 0.7 MI. LEAVE TRUCK AND CLIMB
 PX0386'TO TOP OF SPUR RIDGE ABOUT 1 MI. S.
 PX0386'
 PX0386'STATION MARK - STANDARD STATION TABLET STAMPED ---KATHRINE  1947---
 PX0386'CEMENTED IN SANDSTONE OUTCROP.
 PX0386'
 PX0386'REFERENCE MARK NO.1- STANDARD REFERENCE MARK TABLET STAMPED NO.1 AND
 PX0386'CEMENTED IN A SANDSTONE OUTCROP 9.49 FT. FROM STATION,
 PX0386'S 41 DEG 05 MIN E.
 PX0386'
 PX0386'REFERENCE MARK NO.2- STANDARD REFERENCE MARK STAMPED NO.2 CEMENTED IN
 PX0386'A REMINANT OF SANDSTONE OUTCROP 34.28 FT. FROM STATION,
 PX0386'S 87 DEG 28 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0479 ***********************************************************************
 NR0479  DESIGNATION -  KAY
 NR0479  PID         -  NR0479
 NR0479  STATE/COUNTY-  WY/NATRONA
 NR0479  USGS QUAD   -  MC INTOSH MEADOWS (1984)
 NR0479
 NR0479                         *CURRENT SURVEY CONTROL
 NR0479  ___________________________________________________________________
 NR0479* NAD 83(1993)-  42 37 42.42848(N)    107 31 22.02897(W)     ADJUSTED  
 NR0479* NAVD 88     -      2266.2    (meters)    7435.     (feet)  VERTCON   
 NR0479  ___________________________________________________________________
 NR0479  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 NR0479  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 NR0479
 NR0479  HORZ ORDER  -  THIRD
 NR0479
 NR0479.The horizontal coordinates were established by classical geodetic methods
 NR0479.and adjusted by the National Geodetic Survey in January 1997..
 NR0479
 NR0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0479
 NR0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0479
 NR0479.The geoid height was determined by GEOID03.
 NR0479
 NR0479;                    North         East     Units Scale Factor Converg.
 NR0479;SPC WYEC     -   336,398.857   384,460.076   MT  0.99994047   -0 07 41.9
 NR0479;UTM  13      - 4,722,641.813   293,131.614   MT  1.00012653   -1 42 32.9
 NR0479
 NR0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0479!SPC WYEC     -   0.99964661  x   0.99994047  =   0.99958711
 NR0479!UTM  13      -   0.99964661  x   1.00012653  =   0.99977310
 NR0479
 NR0479:                Primary Azimuth Mark                     Grid Az
 NR0479:SPC WYEC     -  MURPHEE                                  234 25 09.0
 NR0479:UTM  13      -  MURPHEE                                  236 00 00.0
 NR0479
 NR0479|---------------------------------------------------------------------|
 NR0479| PID    Reference Object                     Distance      Geod. Az  |
 NR0479|                                                           dddmmss.s |
 NR0479| NR0482 MURPHEE                             APPROX. 9.6 KM 2341727.1 |
 NR0479|---------------------------------------------------------------------|
 NR0479
 NR0479                          SUPERSEDED SURVEY CONTROL
 NR0479
 NR0479  NAD 83(1986)-  42 37 42.41752(N)    107 31 22.02604(W) AD(       ) 3
 NR0479  NAD 27      -  42 37 42.56970(N)    107 31 19.77555(W) AD(       ) 3
 NR0479  NGVD 29 (07/19/86) 2265.2    (m)         7432.     (f) VERT ANG       
 NR0479
 NR0479.Superseded values are not recommended for survey control.
 NR0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0479.See file dsdata.txt to determine how the superseded data were derived.
 NR0479
 NR0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9313222642(NAD 83)
 NR0479
 NR0479  HISTORY     - Date     Condition        Report By
 NR0479  HISTORY     - 1948     MONUMENTED       USGS
 NR0479  HISTORY     - 1957     GOOD             USGS
 NR0479
 NR0479                          STATION DESCRIPTION
 NR0479
 NR0479'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0479'RECOVERED IN GOOD CONDITION.
 NR0479'
 NR0479'STATION IS LOCATED ABOUT 11 MI. N. OF SPLITROCK POST OFFICE, WYOMING,
 NR0479'AND ABOUT 1.5 MI. W. OF NATRONA COUNTY LINE.  IN SW. 1/4 SEC. 29,
 NR0479'T 31 N, R 89 W.
 NR0479'
 NR0479'TO REACH STATION FROM THREE FORKS, WYOMING, FOLLOW U.S. HIGHWAY 287
 NR0479'16.1 MI. NW. TO RD. RUNNING N., RIGHT, AND MAIL BOX LABELED --JOE
 NR0479'MURPHY--, CROSS CATTLEGUARD 105.7 FT. N. OF CENTER OF HIGHWAY,
 NR0479'CONTINUE 0.9 MI. TO CATTLEGUARD, CONTINUE 1.8 MI. TO CATTLEGUARD,
 NR0479'CONTINUE 0.8 MI. TO WOODEN BRIDGE, CROSS BRIDGE AND CONTINUE 0.6
 NR0479'MI. TO GATE, CONTINUE 1.6 MI. TO CATTLEGUARD, CONTINUE 1.7 MI. TO
 NR0479'CATTLEGUARD, CONTINUE 0.6 MI. TO WOODEN BRIDGE, CONTINUE 0.3 MI. TO
 NR0479'RANCH HOUSE, GO THRU RANCH YARD AND TWO BARNYARD GATES 0.4 MI. TO
 NR0479'GATE, CONTINUE 0.7 MI. TO GATE, CONTINUE 0.2 MI. TO FORK, TAKE RIGHT
 NR0479'FORK, NE., 0.3 MI. TO GATE, CONTINUE 1.0 MI. TO FORK, CONTINUE
 NR0479'STRAIGHT 0.1 MI. TO CROSSROAD, TURN RIGHT, E., ON NEW RD. AND GO 0.2
 NR0479'MI. TO CROSSROAD, TURN LEFT, N., ON NEW RD. AND GO 4.0 MI. TO FORK,
 NR0479'TAKE LEFT FORK, N. UP CREEKBED 1.8 MI., TURN LEFT, SW. ACROSS COUNTRY
 NR0479'AND GO 1.4 MI. TO BASE OF MOUNTAIN.  END OF TRUCK TRAVEL.  WALK W. UP
 NR0479'DRAW, TO TOP OF RIDGE, THEN FOLLOW RIDGE S. TO STATION.  STATION IS
 NR0479'AT ABOUT CENTER OF MOUNTAIN ON A HIGH ROCKY CLIFF.  ABOUT A 45 MIN.
 NR0479'PACK.
 NR0479'
 NR0479'STATION MARK--A STANDARD TABLET STAMPED ---KAY 1948 VABM 7432---, AND
 NR0479'SET IN ROCK.
 NR0479'
 NR0479'REFERENCE MARK--STANDARD REFERENCE TABLETS SET IN ROCK.
 NR0479'
 NR0479'REFERENCE MARK NO. 1--STAMPED ---KAY 1948 NO. 1---, 10.00 FT. SW. OF
 NR0479'STATION MARK, N 75 DEG 02 MIN E.
 NR0479'
 NR0479'REFERENCE MARK NO. 2--STAMPED ---KAY 1948 NO. 2---, 54.75 FT. NW. OF
 NR0479'STATION, S 01 DEG 34 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0509 ***********************************************************************
 MQ0509  DESIGNATION -  KAY ET
 MQ0509  PID         -  MQ0509
 MQ0509  STATE/COUNTY-  WY/SWEETWATER
 MQ0509  USGS QUAD   -  CHRISMAN RANCH (1980)
 MQ0509
 MQ0509                         *CURRENT SURVEY CONTROL
 MQ0509  ___________________________________________________________________
 MQ0509* NAD 83(1993)-  41 52 08.39492(N)    109 35 50.08907(W)     ADJUSTED  
 MQ0509* NAVD 88     -      2024.2    (meters)    6641.     (feet)  VERTCON   
 MQ0509  ___________________________________________________________________
 MQ0509  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 MQ0509  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 MQ0509
 MQ0509  HORZ ORDER  -  THIRD
 MQ0509
 MQ0509.The horizontal coordinates were established by classical geodetic methods
 MQ0509.and adjusted by the National Geodetic Survey in January 1997..
 MQ0509
 MQ0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0509
 MQ0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0509
 MQ0509.The geoid height was determined by GEOID03.
 MQ0509
 MQ0509;                    North         East     Units Scale Factor Converg.
 MQ0509;SPC WYWC     -   152,375.132   529,665.266   MT  0.99999835   -0 33 55.8
 MQ0509;UTM  12      - 4,636,182.667   616,411.932   MT  0.99976676   +0 56 10.8
 MQ0509
 MQ0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0509!SPC WYWC     -   0.99968490  x   0.99999835  =   0.99968325
 MQ0509!UTM  12      -   0.99968490  x   0.99976676  =   0.99945173
 MQ0509
 MQ0509:                Primary Azimuth Mark                     Grid Az
 MQ0509:SPC WYWC     -  CAIRN ET                                 074 16 27.4
 MQ0509:UTM  12      -  CAIRN ET                                 072 46 20.8
 MQ0509
 MQ0509|---------------------------------------------------------------------|
 MQ0509| PID    Reference Object                     Distance      Geod. Az  |
 MQ0509|                                                           dddmmss.s |
 MQ0509| MQ0508 CAIRN ET                            APPROX. 4.5 KM 0734231.6 |
 MQ0509|---------------------------------------------------------------------|
 MQ0509
 MQ0509                          SUPERSEDED SURVEY CONTROL
 MQ0509
 MQ0509  NAD 83(1986)-  41 52 08.37763(N)    109 35 50.08552(W) AD(       ) 3
 MQ0509  NAD 27      -  41 52 08.53141(N)    109 35 47.58387(W) AD(       ) 3
 MQ0509  NGVD 29 (07/19/86) 2022.9    (m)         6637.     (f) VERT ANG       
 MQ0509
 MQ0509.Superseded values are not recommended for survey control.
 MQ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0509.See file dsdata.txt to determine how the superseded data were derived.
 MQ0509
 MQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM1641236183(NAD 83)
 MQ0509
 MQ0509  HISTORY     - Date     Condition        Report By
 MQ0509  HISTORY     - 1962     MONUMENTED       USGS
 MQ0509  HISTORY     - 1963     GOOD             USGS
 MQ0509
 MQ0509                          STATION DESCRIPTION
 MQ0509
 MQ0509'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MQ0509'STATION LOCATED ABOUT 18 MI. SW. OF FARSON, ON THE W. EDGE OF BLUE
 MQ0509'RIM.
 MQ0509'
 MQ0509'TO REACH FROM FARSON POST OFFICE, GO N. 1.1 MI. ALONG U.S. HIGHWAY
 MQ0509'187 TO THE FARSON CUTOFF RD.  TURN LEFT AND GO 17.6 MI. SE. ALONG
 MQ0509'FARSON CUTOFF RD. TO JUNCTION.  TURN LEFT 0.3 MI. TO BRIDGE OVER
 MQ0509'SAND CREEK, CROSS CREEK AND PROCEED 9.3 MI. ALONG BLUE RIM ROAD TO
 MQ0509'TOP OF HILL.  TURN RIGHT AND GO 0.2 MI. ACROSS COUNTRY TO RIM AND
 MQ0509'STATION.
 MQ0509'
 MQ0509'RECOVERED.
 MQ0509'
 MQ0509'STATION MARK--STANDARD TABLET, IN CONCRETE POST PROJECTING 0.3 FT.,
 MQ0509'STAMPED ---KAY-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0901 ***********************************************************************
 PY0901  CBN         -  This is a Cooperative Base Network Control Station.
 PY0901  DESIGNATION -  KAYGEE
 PY0901  PID         -  PY0901
 PY0901  STATE/COUNTY-  WY/PARK
 PY0901  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0901
 PY0901                         *CURRENT SURVEY CONTROL
 PY0901  ___________________________________________________________________
 PY0901* NAD 83(1993)-  44 39 46.29915(N)    110 27 50.56146(W)     ADJUSTED  
 PY0901* NAVD 88     -      2345.255  (meters)    7694.39   (feet)  ADJUSTED  
 PY0901  ___________________________________________________________________
 PY0901  X           -  -1,589,253.910 (meters)                     COMP
 PY0901  Y           -  -4,258,798.035 (meters)                     COMP
 PY0901  Z           -   4,462,420.830 (meters)                     COMP
 PY0901  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 PY0901  ELLIP HEIGHT-        2336.64  (meters)          (09/07/01) GPS OBS
 PY0901  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0901  DYNAMIC HT  -        2343.709 (meters)    7689.32  (feet)  COMP
 PY0901  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 PY0901
 PY0901  HORZ ORDER  -  B
 PY0901  VERT ORDER  -  FIRST     CLASS II
 PY0901  ELLP ORDER  -  FOURTH    CLASS I
 PY0901
 PY0901.The horizontal coordinates were established by GPS observations
 PY0901.and adjusted by the National Geodetic Survey in May 1992..
 PY0901
 PY0901.The orthometric height was determined by differential leveling
 PY0901.and adjusted by the National Geodetic Survey in June 1991..
 PY0901
 PY0901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0901
 PY0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0901
 PY0901.The ellipsoidal height was determined by GPS observations
 PY0901.and is referenced to NAD 83.
 PY0901
 PY0901.The geoid height was determined by GEOID03.
 PY0901
 PY0901.The dynamic height is computed by dividing the NAVD 88
 PY0901.geopotential number by the normal gravity value computed on the
 PY0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0901.degrees latitude (g = 980.6199 gals.).
 PY0901
 PY0901.The modeled gravity was interpolated from observed gravity values.
 PY0901
 PY0901;                    North         East     Units Scale Factor Converg.
 PY0901;SPC WYWC     -   463,830.391   464,071.014   MT  1.00016464   -1 12 18.2
 PY0901;UTM  12      - 4,945,639.318   542,488.457   MT  0.99962220   +0 22 36.3
 PY0901
 PY0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0901!SPC WYWC     -   0.99963377  x   1.00016464  =   0.99979835
 PY0901!UTM  12      -   0.99963377  x   0.99962220  =   0.99925610
 PY0901
 PY0901                          SUPERSEDED SURVEY CONTROL
 PY0901
 PY0901  ELLIP H (05/15/92) 2336.74   (m)                       GP(       ) 4 2
 PY0901  NAD 83(1993)-  44 39 46.28969(N)    110 27 50.54537(W) AD(       ) 1
 PY0901  NAVD 88 (05/28/92) 2345.25   (m)         7694.4    (f) LEVELING    3  
 PY0901  NGVD 29 (08/20/92) 2343.854  (m)         7689.79   (f) ADJUSTED    1 2
 PY0901
 PY0901.Superseded values are not recommended for survey control.
 PY0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0901.See file dsdata.txt to determine how the superseded data were derived.
 PY0901
 PY0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4248845639(NAD 83)
 PY0901_MARKER: DS = TRIANGULATION STATION DISK
 PY0901_SETTING: 66 = SET IN ROCK OUTCROP
 PY0901_SP_SET: BEDROCK
 PY0901_STAMPING: KAYGEE 1987
 PY0901_MARK LOGO: NGS   
 PY0901_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0901+STABILITY: POSITION/ELEVATION WELL
 PY0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0901+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 PY0901
 PY0901  HISTORY     - Date     Condition        Report By
 PY0901  HISTORY     - 1987     MONUMENTED       NGS
 PY0901  HISTORY     - 1987     GOOD             NGS
 PY0901  HISTORY     - 1988     GOOD             USGS
 PY0901  HISTORY     - 20011002 GOOD             NGS
 PY0901
 PY0901                          STATION DESCRIPTION
 PY0901
 PY0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0901'THE STATION IS LOCATED IN THE CENTER OF YELLOWSTONE NATIONAL PARK,
 PY0901'ALONG THE CANYON-LAKE ROAD, ABOUT 8.0 KM (5 MI) SOUTH-SOUTHEAST OF
 PY0901'CANYON JUNCTION, 2.1 KM (1.3 MI) NORTH OF THE HIGHWAY CROSSING OF
 PY0901'TROUT CREEK, BETWEEN THE HIGHWAY AND THE YELLOWSTONE RIVER, ON A
 PY0901'SLIGHT SLOPE, IN AN OUTCROP AREA ABOUT MIDWAY (VERTICALLY) BETWEEN
 PY0901'HIGHWAY AND RIVER, AT A SMALL TURNOUT.
 PY0901'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0901'
 PY0901'TO REACH THE STATION FROM CANYON JUNCTION IN YELLOWSTONE NATIONAL
 PY0901'PARK, GO SOUTH FOR 6.2 KM (3.85 MI) ON CANYON-LAKE ROAD TO THE
 PY0901'BRIDGE OVER ALUM CREEK.  CONTINUE AHEAD FOR 2.4 KM (1.5 MI) TO THE
 PY0901'TURNOUT AND STATION ON THE LEFT.
 PY0901'
 PY0901'THE STATION IS A STANDARD NGS DISK
 PY0901'STAMPED---KAYGEE 1987---,
 PY0901'SET INTO A DRILL HOLE IN OUTCROP AREA THAT IS 10 METERS LONG AND
 PY0901'GENERALLY NORTHWEST-SOUTHEAST.  LOCATED
 PY0901'33.5 METERS (110.0 FT) EAST FROM THE APPROXIMATE CENTER OF
 PY0901'HIGHWAY, ABOUT 2.5 METERS LOWER THAN THE HIGHWAY,
 PY0901'15.7 METERS (51.5 FT) EAST FROM THE SUPPORT POST FOR TRASH CAN C 63,
 PY0901'22.3 METERS (73.2 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF
 PY0901'A ROCK CULVERT HEADWALL AND IN THE APPROXIMATE CENTER OF THE
 PY0901'OUTCROP AREA.
 PY0901'
 PY0901'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY0901'
 PY0901'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0901'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0901'
 PY0901'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0901'
 PY0901'DESCRIBED BY G.R. HEID.
 PY0901
 PY0901                          STATION RECOVERY (1987)
 PY0901
 PY0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0901'10.2 KM (6.35 MI) SOUTH FROM CANYON VILLAGE.
 PY0901'10.2 KM (6.35 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0901'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR THE CENTER OF A
 PY0901'10 BY 25 FOOT AREA OF OUTCROPPING BEDROCK, 33.5 M (109.9 FT) EAST OF
 PY0901'THE CENTERLINE OF THE HIGHWAY, 23.2 M (76.1 FT) NORTHEAST OF THE EAST
 PY0901'END OF A DRAIN PIPE, AND 15.8 M (51.8 FT) EAST OF A GARBAGE CAN
 PY0901'PEDISTAL.
 PY0901'THE MARK IS 2.5 M BELOW THE HIGHWAY.
 PY0901
 PY0901                          STATION RECOVERY (1988)
 PY0901
 PY0901'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0901'RECOVERED IN GOOD CONDITION.
 PY0901
 PY0901                          STATION RECOVERY (2001)
 PY0901
 PY0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 PY0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0474 ***********************************************************************
 PW0474  DESIGNATION -  KEARNEY
 PW0474  PID         -  PW0474
 PW0474  STATE/COUNTY-  WY/JOHNSON
 PW0474  USGS QUAD   -  BANNER (1977)
 PW0474
 PW0474                         *CURRENT SURVEY CONTROL
 PW0474  ___________________________________________________________________
 PW0474* NAD 83(1993)-  44 33 02.27874(N)    106 47 32.42644(W)     ADJUSTED  
 PW0474* NAVD 88     -      1552.2    (meters)    5093.     (feet)  VERTCON   
 PW0474  ___________________________________________________________________
 PW0474  LAPLACE CORR-         -19.10  (seconds)                    DEFLEC99
 PW0474  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 PW0474
 PW0474  HORZ ORDER  -  FIRST
 PW0474
 PW0474.The horizontal coordinates were established by classical geodetic methods
 PW0474.and adjusted by the National Geodetic Survey in January 1997..
 PW0474
 PW0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0474
 PW0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0474
 PW0474.The geoid height was determined by GEOID03.
 PW0474
 PW0474;                    North         East     Units Scale Factor Converg.
 PW0474;SPC WYEC     -   550,072.890   442,984.980   MT  0.99996021   +0 22 46.3
 PW0474;UTM  13      - 4,934,595.792   357,635.920   MT  0.99984924   -1 15 27.4
 PW0474
 PW0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0474!SPC WYEC     -   0.99975868  x   0.99996021  =   0.99971890
 PW0474!UTM  13      -   0.99975868  x   0.99984924  =   0.99960796
 PW0474
 PW0474:                Primary Azimuth Mark                     Grid Az
 PW0474:SPC WYEC     -  WYOMING POLICE RAD KOF 259 MST           025 38 19.6
 PW0474:UTM  13      -  WYOMING POLICE RAD KOF 259 MST           027 16 33.3
 PW0474
 PW0474|---------------------------------------------------------------------|
 PW0474| PID    Reference Object                     Distance      Geod. Az  |
 PW0474|                                                           dddmmss.s |
 PW0474| PW0475 WYOMING POLICE RAD KOF 259 MST      APPROX. 6.5 KM 0260105.9 |
 PW0474| PW0476 AIRWAY BCN 28 ENE KEARNEY           APPROX. 1.4 KM 0865310.4 |
 PW0474| CQ6819 KEARNEY RM 1                          9.138 METERS 10454     |
 PW0474| CQ6818 KEARNEY AZ MK                                      1893745.2 |
 PW0474| CQ6820 KEARNEY RM 2                          8.318 METERS 20527     |
 PW0474| PW0478 ATT CO RELAY TWR WNW OF BANNER      APPROX.12.2 KM 3012437.5 |
 PW0474|---------------------------------------------------------------------|
 PW0474
 PW0474                          SUPERSEDED SURVEY CONTROL
 PW0474
 PW0474  NAD 83(1986)-  44 33 02.26071(N)    106 47 32.40317(W) AD(       ) 1
 PW0474  NAD 27      -  44 33 02.35570(N)    106 47 30.20710(W) AD(       ) 1
 PW0474  NGVD 29 (07/19/86) 1551.4    (m)         5090.     (f) VERT ANG       
 PW0474
 PW0474.Superseded values are not recommended for survey control.
 PW0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0474.See file dsdata.txt to determine how the superseded data were derived.
 PW0474
 PW0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK5763634596(NAD 83)
 PW0474_MARKER: DS = TRIANGULATION STATION DISK
 PW0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0474
 PW0474  HISTORY     - Date     Condition        Report By
 PW0474  HISTORY     - 1957     MONUMENTED       CGS
 PW0474  HISTORY     - 1967     GOOD             USGS
 PW0474
 PW0474                          STATION DESCRIPTION
 PW0474
 PW0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0474'STATION IS ABOUT 14-1/2 MILES NORTH AND ABOUT 5-1/2 MILES
 PW0474'WEST OF BUFFALO, 4 MILES NORTHWEST OF THE NORTHWEST END OF
 PW0474'LAKE DE SMET, 1-1/2 MILES NORTH OF PINEY CREEK AND ABOUT 1/2
 PW0474'MILE SOUTH OF THE JOHNSON-SHERIDAN COUNTY LINE.  IN THE NORTH
 PW0474'HALF OF SECTION 24, T. 53 N., R. 83 W., ON A PROMINENT RIDGE
 PW0474'OWNED BY MR. W.T. GREUB.
 PW0474'
 PW0474'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 87 AND 14 AT THE
 PW0474'SOUTH EDGE OF SHERIDAN BY GOING SOUTHERLY ON HIGHWAY 87 FOR
 PW0474'18.25 MILES TO THE PINEY CREEK BRIDGE (CONCRETE) CONTINUE
 PW0474'SOUTHERLY ON HIGHWAY 87 FOR 0.75 MILE TO A T-ROAD LEFT, (OLD
 PW0474'HIGHWAY) TURN LEFT AND FOLLOW THE OLD HIGHWAY SOUTHEASTERLY
 PW0474'FOR 0.5 MILE TO A PRIVATE ROAD SHARP LEFT, TURN LEFT AND
 PW0474'FOLLOW THE PRIVATE ROAD NORTHEAST FOR 0.4 MILE TO A TRACK
 PW0474'ROAD LEFT, (THIS IS JUST BEYOND WHERE A TRANSMISSION POWER
 PW0474'LINE PASSES OVER THE ROAD) TURN LEFT ON THE TRACK ROAD AND
 PW0474'GO NORTHERLY ALONG THE TRANSMISSION LINE FOR 0.3 MILE TO A
 PW0474'GATE, PASS THROUGH THE GATE AND CONTINUE NORTHERLY ON THE
 PW0474'TRACK ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE LEFT,
 PW0474'CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.5 MILE TO THE TOP OF
 PW0474'THE RIDGE, TWO TRANSMISSION POLES, A FENCE CORNER AND THE
 PW0474'STATION ON THE LEFT.
 PW0474'
 PW0474'STATION MARKS ARE STANDARD DISKS, STAMPED KEARNEY 1957.  THE
 PW0474'SURFACE MARK IS SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE
 PW0474'POST.  IT PROJECTS 5 INCHES AND IS 10 FEET SOUTH OF THE NORTH
 PW0474'END OF THE RIDGE, 147 FEET WEST OF A FENCE CORNER, AND 187
 PW0474'FEET WEST OF THE WEST ONE OF TWO TRANSMISSION POLES.  A 4 IN
 PW0474'X 4 IN WHITE WITNESS POST WAS SET 4 FEET NORTH-NORTHWEST OF
 PW0474'THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 PW0474'OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 PW0474'
 PW0474'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KEARNEY NO 1
 PW0474'1957, CEMENTED IN A DRILL HOLE IN A 14 IN X 18 IN OUTCROPPING
 PW0474'BEDROCK AND IS FLUSH WITH THE GROUND.  IT IS 160 FEET
 PW0474'WEST-NORTHWEST OF THE TRANSMISSION POLE AND 117 WEST OF
 PW0474'THE FENCE CORNER.
 PW0474'
 PW0474'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KEARNEY NO 2
 PW0474'1957, SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST AND
 PW0474'PROJECTS 5 INCHES.  IT IS 184 FEET WEST OF THE TRANSMISSION
 PW0474'POLE AND 151 FEET WEST OF THE FENCE CORNER.
 PW0474'
 PW0474'AZIMUTH MARK IS A STANDARD DISK, STAMPED KEARNEY 1957, SET IN
 PW0474'THE TOP OF A 10 INCH SQUARE, CONCRETE POST PROJECTING 5 INCHES.
 PW0474'IT IS 56 FEET WEST OF THE CENTER OF A TRACK ROAD, 20 FEET
 PW0474'SOUTH OF THE HIGHEST POINT OF A RIDGE.  A 4 IN X 4 IN WHITE
 PW0474'WITNESS POST WAS SET 2 FEET SOUTHWEST OF THE MARK.
 PW0474
 PW0474                          STATION RECOVERY (1967)
 PW0474
 PW0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0474'STATION MARK--STANDARD DISK, STAMPED ---KEARNEY 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0216 ***********************************************************************
 NQ0216  DESIGNATION -  KEELINE
 NQ0216  PID         -  NQ0216
 NQ0216  STATE/COUNTY-  WY/NIOBRARA
 NQ0216  USGS QUAD   -  KEELINE (1970)
 NQ0216
 NQ0216                         *CURRENT SURVEY CONTROL
 NQ0216  ___________________________________________________________________
 NQ0216* NAD 83(1993)-  42 45 24.11876(N)    104 46 54.62521(W)     ADJUSTED  
 NQ0216* NAVD 88     -      1639.056  (meters)    5377.47   (feet)  ADJUSTED  
 NQ0216  ___________________________________________________________________
 NQ0216  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 NQ0216  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0216  DYNAMIC HT  -        1638.081 (meters)    5374.27  (feet)  COMP
 NQ0216  MODELED GRAV-     979,967.0   (mgal)                       NAVD 88
 NQ0216
 NQ0216  HORZ ORDER  -  FIRST
 NQ0216  VERT ORDER  -  FIRST     CLASS II
 NQ0216
 NQ0216.The horizontal coordinates were established by classical geodetic methods
 NQ0216.and adjusted by the National Geodetic Survey in January 1997..
 NQ0216
 NQ0216.The orthometric height was determined by differential leveling
 NQ0216.and adjusted by the National Geodetic Survey in June 1991..
 NQ0216
 NQ0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0216
 NQ0216.The geoid height was determined by GEOID03.
 NQ0216
 NQ0216.The dynamic height is computed by dividing the NAVD 88
 NQ0216.geopotential number by the normal gravity value computed on the
 NQ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0216.degrees latitude (g = 980.6199 gals.).
 NQ0216
 NQ0216.The modeled gravity was interpolated from observed gravity values.
 NQ0216
 NQ0216;                    North         East     Units Scale Factor Converg.
 NQ0216;SPC WY E     -   250,698.961   231,500.686   MT  0.99994970   +0 15 40.5
 NQ0216;UTM  13      - 4,733,820.356   517,851.837   MT  0.99960392   +0 08 53.2
 NQ0216
 NQ0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0216!SPC WY E     -   0.99974525  x   0.99994970  =   0.99969497
 NQ0216!UTM  13      -   0.99974525  x   0.99960392  =   0.99934928
 NQ0216
 NQ0216:                Primary Azimuth Mark                     Grid Az
 NQ0216:SPC WY E     -  WILLOW                                   128 50 54.9
 NQ0216:UTM  13      -  WILLOW                                   128 57 42.2
 NQ0216
 NQ0216|---------------------------------------------------------------------|
 NQ0216| PID    Reference Object                     Distance      Geod. Az  |
 NQ0216|                                                           dddmmss.s |
 NQ0216| NQ0521 WILLOW                              APPROX.12.4 KM 1290635.4 |
 NQ0216| NQ0218 KEELINE RM 1                         20.851 METERS 20125     |
 NQ0216| NQ0217 KEELINE RM 2                         19.784 METERS 28613     |
 NQ0216|---------------------------------------------------------------------|
 NQ0216
 NQ0216                          SUPERSEDED SURVEY CONTROL
 NQ0216
 NQ0216  NAD 83(1986)-  42 45 24.09584(N)    104 46 54.61454(W) AD(       ) 1
 NQ0216  NAD 27      -  42 45 24.21400(N)    104 46 52.74400(W) AD(       ) 1
 NQ0216  NGVD 29 (??/??/92) 1638.279  (m)         5374.92   (f) ADJ UNCH    1 2
 NQ0216
 NQ0216.Superseded values are not recommended for survey control.
 NQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0216.See file dsdata.txt to determine how the superseded data were derived.
 NQ0216
 NQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH1785233820(NAD 83)
 NQ0216_MARKER: DS = TRIANGULATION STATION DISK
 NQ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0216_SP_SET: CONCRETE POST
 NQ0216_STAMPING: KEELINE 1938
 NQ0216_MARK LOGO: CGS   
 NQ0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0216+STABILITY: SURFACE MOTION
 NQ0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0216+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 NQ0216
 NQ0216  HISTORY     - Date     Condition        Report By
 NQ0216  HISTORY     - 1938     MONUMENTED       CGS
 NQ0216  HISTORY     - 1954     GOOD             CGS
 NQ0216  HISTORY     - 1954     GOOD             NGS
 NQ0216  HISTORY     - 1956     GOOD             CGS
 NQ0216  HISTORY     - 1969     GOOD             USAF
 NQ0216  HISTORY     - 19920817 GOOD             NGS
 NQ0216
 NQ0216                          STATION DESCRIPTION
 NQ0216
 NQ0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 NQ0216'STATION KEELINE, IN THE SOUTHWEST CORNER OF NIOBRARA COUNTY,
 NQ0216'IS LOCATED ON A LOW ROUNDED GRASS COVERED KNOLL 1.4 MILES WEST
 NQ0216'OF THE POST OFFICE IN KEELINE AND 0.3 MILES SOUTH OF HIGHWAY
 NQ0216'U.S. 20.  THE TOWN OF KEELINE IS 37 MILES EAST OF DOUGLAS.
 NQ0216'
 NQ0216'REACHED FROM THE POST OFFICE IN KEELINE BY GOING WEST ON HIGHWAY
 NQ0216'U.S. 20 FOR 1.35 MILES TO A RANCH HOUSE.  ABOUT 0.05 MILE
 NQ0216'WEST OF THE RANCH HOUSE THERE IS A WIRE GATE LEADING INTO THE
 NQ0216'NORTHEAST CORNER OF A PASTURE FIELD.  GO THRU THIS GATE AND GO
 NQ0216'SOUTH ALONG THE WEST SIDE OF FENCE 0.25 MILE THEN WEST ABOUT 300
 NQ0216'FEET TO TOP OF KNOLL AND STATION.
 NQ0216'
 NQ0216'THE AZIMUTH MARK IS ABOUT 0.05 MILE WEST OF THE KEELINE POST
 NQ0216'OFFICE, 40 FEET SOUTH OF CENTERLINE OF HIGHWAY U.S. 20 AND 75
 NQ0216'FEET WEST OF THE WEST SIDE OF THE LUTHERAN CHURCH.
 NQ0216
 NQ0216                          STATION RECOVERY (1954)
 NQ0216
 NQ0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HDR)
 NQ0216'1.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 NQ0216'KEELINE, THENCE 0.25 MILE SOUTH ALONG A NORTH AND SOUTH FENCE,
 NQ0216'0.2 MILE SOUTHWEST OF A SMALL RANCH HOUSE, ON TOP OF A SMALL
 NQ0216'KNOLL, 240 FEET WEST OF A NORTH AND SOUTH FENCE, 248 FEET NORTH
 NQ0216'OF AN EAST AND WEST FENCE, A TRIANGULATION STATION DISK SET IN
 NQ0216'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 NQ0216'GROUND, STAMPED KEELINE 1938.
 NQ0216'
 NQ0216'KEELINE R.M. 1 IS 68 FEET SOUTH OF TRIANGULATION STATION KEELINE
 NQ0216'1938, 180 FEET NORTH OF AN EAST AND WEST FENCE, A REFEENCE MARK
 NQ0216'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 NQ0216'ABOVE THE GROUND, STAMPED KEELINE NO 1 1938.
 NQ0216'
 NQ0216'KEELINE R.M. 2 IS 65.0 FEET WEST OF TRIANGULATION STATION
 NQ0216'KEELINE 1938, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 NQ0216'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED KEELINE NO 2
 NQ0216'1938.
 NQ0216'
 NQ0216'KEELINE 1938 AZIMUTH IS 1.4 MILES NORTHEAST OF TRIANGULATION
 NQ0216'STATION KEELINE 1938, 50 FEET SOUTH OF THE CENTER LINE OF U.S.
 NQ0216'HIGHWAY 20, 0.1 MILE WEST OF THE POST OFFICE AT KEELINE, 82 FEET
 NQ0216'WEST OF THE NORTHWEST CORNER OF THE LUTHERAN CHURCH, 27 FEET
 NQ0216'SOUTHWEST OF A FENCE CORNER, 16 FEET SOUTH OF AN EAST AND WEST
 NQ0216'FENCE, 2 FEET EAST OF A WITNESS POST, AN AZIMUTH MARK DISK SET
 NQ0216'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 NQ0216'THE GROUND, STAMPED KEELINE 1938.
 NQ0216
 NQ0216                          STATION RECOVERY (1954)
 NQ0216
 NQ0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 NQ0216'1.6 MI W FROM KEELINE.
 NQ0216'1.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 NQ0216'KEELINE, THENCE 0.25 MILE SOUTH ALONG A NORTH AND SOUTH FENCE,
 NQ0216'0.2 MILE SOUTHWEST OF A SMALL RANCH HOUSE, ON TOP OF A SMALL
 NQ0216'KNOLL, 240 FEET WEST OF A NORTH AND SOUTH FENCE, 248 FEET
 NQ0216'NORTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A CONCRETE
 NQ0216'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  IN SECTION 16,
 NQ0216'TOWNSHIP 32 NORTH, RANGE 66 WEST.
 NQ0216
 NQ0216                          STATION RECOVERY (1956)
 NQ0216
 NQ0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NQ0216'1.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 NQ0216'KEELINE, THENCE 0.25 MILE SOUTH ALONG A NORTH AND SOUTH FENCE,
 NQ0216'0.2 MILE SOUTHWEST OF A SMALL RANCH HOUSE, ON TOP OF A SMALL
 NQ0216'KNOLL, 240 FEET WEST OF A NORTH AND SOUTH FENCE, 248 FEET NORTH
 NQ0216'OF AN EAST AND WEST FENCE, SET IN THE TOP OF A CONCRETE POST
 NQ0216'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 16,
 NQ0216'TOWNSHIP 32 NORTH, RANGE 66 WEST, A TRIANGULATION STATION
 NQ0216'DISK STAMPED KEELINE 1938.
 NQ0216'
 NQ0216'KEELINE R.M. 1 IS 68.0 FEET SOUTH OF TRIANGULATION STATION
 NQ0216'KEELINE 1938, 180 FEET NORTH OF AN EAST AND WEST FENCE, A
 NQ0216'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NQ0216'PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED KEELINE NO 1 1938.
 NQ0216'
 NQ0216'KEELINE R.M. 2 IS 65.0 FEET WEST OF TRIANGULATION STATION KEELINE
 NQ0216'1938, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 NQ0216'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED KEELINE NO
 NQ0216'2 1938.
 NQ0216'
 NQ0216'KEELINE 1938 AZIMUTH IS 1.4 MILES NORTHEAST OF TRIANGULATION
 NQ0216'STATION KEELINE 1938, AT KEELINE, 0.1 MILE WEST OF THE POST
 NQ0216'OFFICE, 50 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 20,
 NQ0216'82 FEET WEST OF THE NORTHWEST CORNER OF THE LUTHERAN CHURCH,
 NQ0216'27 FEET SOUTHWEST OF A FENCE CORNER, 16 FEET SOUTH OF AN EAST
 NQ0216'AND WEST FENCE, IN SECTION 10, TOWNSHIP 32 NORTH, RANGE 66
 NQ0216'WEST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST
 NQ0216'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED KEELINE
 NQ0216'1938.
 NQ0216
 NQ0216                          STATION RECOVERY (1969)
 NQ0216
 NQ0216'RECOVERY NOTE BY US AIR FORCE 1969
 NQ0216'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 NQ0216'IN GOOD CONDITION.  STATION IS 150 FEET EAST OF A NORTH-SOUTH
 NQ0216'FENCELINE AT THE TOP OF A SMALL KNOLL APPROXIMATELY 1.5 MILES
 NQ0216'WEST OF KEELINE, WYO.  THE MONUMENT PROJECTS 1 FOOT.
 NQ0216'
 NQ0216'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 NQ0216'
 NQ0216'TO REACH THE STATION FROM THE U.S. POST OFFICE IN KEELINE, WYO.,
 NQ0216'GO WEST ON U.S. HIGHWAY 20 FOR 1.3 MILES TO AN ABANDONED FARMYARD
 NQ0216'ON THE LEFT.  TURN LEFT AND GO THROUGH FARMYARD TO A WINDMILL.
 NQ0216'CONTINUE IN A SOUTHWESTERLY DIRECTION FOR APPROXIMATELY 0.3
 NQ0216'MILE TO THE STATION.
 NQ0216'
 NQ0216'ROUTE DESCRIPTION TO THE AZIMUTH MARK IS ADEQUATE.
 NQ0216
 NQ0216                          STATION RECOVERY (1992)
 NQ0216
 NQ0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NQ0216'STATION IS LOCATED ABOUT 27 KM (16.8 MI) WEST OF LUSK, 2 KM (1.2 MI)
 NQ0216'WEST OF THE ALMOST DEFUNCT KEELINE COMMUNITY, 0.5 KM (0.3 MI) SOUTH OF
 NQ0216'U.S. HIGHWAY 20, ON A GRASSY HILL, ALONG A COW PATH, IN THE MIDDLE OF
 NQ0216'A COW WALLOW AND ON THE HIGHEST POINT IN THE AREA.
 NQ0216'OWNERSHIP--UNDETERMINED.
 NQ0216'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND THE GRAVEL CROSSROAD
 NQ0216'AT KEELINE, GO WEST ON HIGHWAY 20 FOR 1.71 KM (1.06 MI) TO A GRAVEL
 NQ0216'ROAD ON THE RIGHT.  CONTINUE AHEAD FOR 0.15 KM (0.09 MI) TO A GATE ON
 NQ0216'THE LEFT AT AN OLD HOMESTEAD.  TURN LEFT PASSING THROUGH WIRE GATE
 NQ0216'FOLLOWING A DIM TRACK ROAD SOUTH, THEN WEST, UPHILL FOR 0.17 KM
 NQ0216'(0.11 MI) TO A WINDMILL ON THE RIGHT.  TURN LEFT, SOUTH, ON DIM ROAD
 NQ0216'FOR 0.15 KM (0.09 MI) TO A WELL DEFINED COW PATH LEADING SOUTHWEST.
 NQ0216'BEAR RIGHT ALONG COW PATH FOR 0.18 KM (0.11 MI) TO HIGH GROUND AND
 NQ0216'STATION.
 NQ0216'IT IS 41.7 M (136.8 FT) SOUTHEAST OF A FENCE CROSSING THE HILL, AND 2
 NQ0216'M (6.6 FT) SOUTHEAST OF THE COW TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0213 ***********************************************************************
 NQ0213  DESIGNATION -  KEELINE AZ MK
 NQ0213  PID         -  NQ0213
 NQ0213  STATE/COUNTY-  WY/NIOBRARA
 NQ0213  USGS QUAD   -  KEELINE (1970)
 NQ0213
 NQ0213                         *CURRENT SURVEY CONTROL
 NQ0213  ___________________________________________________________________
 NQ0213* NAD 83(1986)-  42 45 27.     (N)    104 45 32.     (W)     SCALED    
 NQ0213* NAVD 88     -      1618.755  (meters)    5310.87   (feet)  ADJUSTED  
 NQ0213  ___________________________________________________________________
 NQ0213  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0213  DYNAMIC HT  -        1617.786 (meters)    5307.69  (feet)  COMP
 NQ0213  MODELED GRAV-     979,964.5   (mgal)                       NAVD 88
 NQ0213
 NQ0213  VERT ORDER  -  FIRST     CLASS II
 NQ0213
 NQ0213.The horizontal coordinates were scaled from a topographic map and have
 NQ0213.an estimated accuracy of +/- 6 seconds.
 NQ0213
 NQ0213.The orthometric height was determined by differential leveling
 NQ0213.and adjusted by the National Geodetic Survey in June 1991..
 NQ0213
 NQ0213.The geoid height was determined by GEOID03.
 NQ0213
 NQ0213.The dynamic height is computed by dividing the NAVD 88
 NQ0213.geopotential number by the normal gravity value computed on the
 NQ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0213.degrees latitude (g = 980.6199 gals.).
 NQ0213
 NQ0213.The modeled gravity was interpolated from observed gravity values.
 NQ0213
 NQ0213;                    North         East    Units  Estimated Accuracy
 NQ0213;SPC WY E     -   250,800.      233,380.      MT  (+/- 180 meters Scaled)
 NQ0213
 NQ0213                          SUPERSEDED SURVEY CONTROL
 NQ0213
 NQ0213  NGVD 29 (??/??/92) 1617.98   (m)         5308.3    (f) COMPUTED    1 2
 NQ0213
 NQ0213.Superseded values are not recommended for survey control.
 NQ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0213.See file dsdata.txt to determine how the superseded data were derived.
 NQ0213
 NQ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH197339(NAD 83)
 NQ0213_MARKER: DZ = AZIMUTH MARK DISK
 NQ0213_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NQ0213_SP_SET: PREFAB CONC. POST IN EARTH
 NQ0213_STAMPING: KEELINE 1938
 NQ0213_MARK LOGO: CGS   
 NQ0213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NQ0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0213
 NQ0213  HISTORY     - Date     Condition        Report By
 NQ0213  HISTORY     - 1938     MONUMENTED       CGS
 NQ0213  HISTORY     - 1954     GOOD             NGS
 NQ0213  HISTORY     - 19700729 GOOD             USGS
 NQ0213
 NQ0213                          STATION DESCRIPTION
 NQ0213
 NQ0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0213'AT KEELINE.
 NQ0213'AT KEELINE, 0.1 MILE WEST OF THE POST OFFICE, 50 FEET SOUTH OF
 NQ0213'THE CENTER LINE OF U.S. HIGHWAY 20, 82 FEET WEST OF THE NORTHWEST
 NQ0213'CORNER OF THE LUTHERAN CHURCH, 27 FEET SOUTHWEST OF A FENCE
 NQ0213'CORNER, 16 FEET SOUTH OF AN EAST AND WEST FENCE, 2 FEET EAST
 NQ0213'OF A WITNESS POST, 1.4 MILES NORTHEAST OF TRIANGULATION STATION
 NQ0213'KEELINE 1938, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0213'0.4 FOOT ABOVE THE GROUND.  IN SECTION 10, TOWNSHIP 32 NORTH,
 NQ0213'RANGE 66 WEST.
 NQ0213
 NQ0213                          STATION RECOVERY (1970)
 NQ0213
 NQ0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NQ0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0218 ***********************************************************************
 NQ0218  DESIGNATION -  KEELINE RM 1
 NQ0218  PID         -  NQ0218
 NQ0218  STATE/COUNTY-  WY/NIOBRARA
 NQ0218  USGS QUAD   -  KEELINE (1970)
 NQ0218
 NQ0218                         *CURRENT SURVEY CONTROL
 NQ0218  ___________________________________________________________________
 NQ0218* NAD 83(1986)-  42 45 24.     (N)    104 46 54.     (W)     SCALED    
 NQ0218* NAVD 88     -      1638.743  (meters)    5376.44   (feet)  ADJUSTED  
 NQ0218  ___________________________________________________________________
 NQ0218  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0218  DYNAMIC HT  -        1637.768 (meters)    5373.24  (feet)  COMP
 NQ0218  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 NQ0218
 NQ0218  VERT ORDER  -  FIRST     CLASS II
 NQ0218
 NQ0218.The horizontal coordinates were scaled from a topographic map and have
 NQ0218.an estimated accuracy of +/- 6 seconds.
 NQ0218
 NQ0218.The orthometric height was determined by differential leveling
 NQ0218.and adjusted by the National Geodetic Survey in June 1991..
 NQ0218
 NQ0218.The geoid height was determined by GEOID03.
 NQ0218
 NQ0218.The dynamic height is computed by dividing the NAVD 88
 NQ0218.geopotential number by the normal gravity value computed on the
 NQ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0218.degrees latitude (g = 980.6199 gals.).
 NQ0218
 NQ0218.The modeled gravity was interpolated from observed gravity values.
 NQ0218
 NQ0218;                    North         East    Units  Estimated Accuracy
 NQ0218;SPC WY E     -   250,700.      231,520.      MT  (+/- 180 meters Scaled)
 NQ0218
 NQ0218                          SUPERSEDED SURVEY CONTROL
 NQ0218
 NQ0218  NGVD 29 (??/??/92) 1637.966  (m)         5373.89   (f) ADJ UNCH    1 2
 NQ0218
 NQ0218.Superseded values are not recommended for survey control.
 NQ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0218.See file dsdata.txt to determine how the superseded data were derived.
 NQ0218
 NQ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH178338(NAD 83)
 NQ0218_MARKER: DR = REFERENCE MARK DISK
 NQ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0218_STAMPING: KEELINE NO 1 1938
 NQ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0218+STABILITY: SURFACE MOTION
 NQ0218
 NQ0218  HISTORY     - Date     Condition        Report By
 NQ0218  HISTORY     - 1938     MONUMENTED       CGS
 NQ0218  HISTORY     - 1954     GOOD             NGS
 NQ0218
 NQ0218                          STATION DESCRIPTION
 NQ0218
 NQ0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0218'1.6 MI W FROM KEELINE.
 NQ0218'1.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 NQ0218'KEELINE, THENCE 0.25 MILE SOUTH ALONG A NORTH AND SOUTH FENCE,
 NQ0218'0.2 MILE SOUTHWEST OF A SMALL RANCH HOUSE, ON TOP OF A SMALL
 NQ0218'KNOLL, 68 FEET SOUTH OF TRIANGULATION STATION KEELINE 1938,
 NQ0218'180 FEET NORTH OF AN EAST AND WEST FENCE, SET IN THE TOP OF A
 NQ0218'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  IN
 NQ0218'SECTION 16, TOWNSHIP 32 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0217 ***********************************************************************
 NQ0217  DESIGNATION -  KEELINE RM 2
 NQ0217  PID         -  NQ0217
 NQ0217  STATE/COUNTY-  WY/NIOBRARA
 NQ0217  USGS QUAD   -  KEELINE (1970)
 NQ0217
 NQ0217                         *CURRENT SURVEY CONTROL
 NQ0217  ___________________________________________________________________
 NQ0217* NAD 83(1986)-  42 45 24.     (N)    104 46 54.     (W)     SCALED    
 NQ0217* NAVD 88     -      1638.860  (meters)    5376.83   (feet)  ADJUSTED  
 NQ0217  ___________________________________________________________________
 NQ0217  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0217  DYNAMIC HT  -        1637.884 (meters)    5373.62  (feet)  COMP
 NQ0217  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 NQ0217
 NQ0217  VERT ORDER  -  FIRST     CLASS II
 NQ0217
 NQ0217.The horizontal coordinates were scaled from a topographic map and have
 NQ0217.an estimated accuracy of +/- 6 seconds.
 NQ0217
 NQ0217.The orthometric height was determined by differential leveling
 NQ0217.and adjusted by the National Geodetic Survey in June 1991..
 NQ0217
 NQ0217.The geoid height was determined by GEOID03.
 NQ0217
 NQ0217.The dynamic height is computed by dividing the NAVD 88
 NQ0217.geopotential number by the normal gravity value computed on the
 NQ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0217.degrees latitude (g = 980.6199 gals.).
 NQ0217
 NQ0217.The modeled gravity was interpolated from observed gravity values.
 NQ0217
 NQ0217;                    North         East    Units  Estimated Accuracy
 NQ0217;SPC WY E     -   250,700.      231,520.      MT  (+/- 180 meters Scaled)
 NQ0217
 NQ0217                          SUPERSEDED SURVEY CONTROL
 NQ0217
 NQ0217  NGVD 29 (??/??/92) 1638.082  (m)         5374.27   (f) ADJ UNCH    1 2
 NQ0217
 NQ0217.Superseded values are not recommended for survey control.
 NQ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0217.See file dsdata.txt to determine how the superseded data were derived.
 NQ0217
 NQ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH178338(NAD 83)
 NQ0217_MARKER: DR = REFERENCE MARK DISK
 NQ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0217_STAMPING: KEELINE NO 2 1938
 NQ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0217+STABILITY: SURFACE MOTION
 NQ0217
 NQ0217  HISTORY     - Date     Condition        Report By
 NQ0217  HISTORY     - 1938     MONUMENTED       CGS
 NQ0217  HISTORY     - 1954     GOOD             NGS
 NQ0217
 NQ0217                          STATION DESCRIPTION
 NQ0217
 NQ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0217'1.6 MI W FROM KEELINE.
 NQ0217'1.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 NQ0217'KEELINE, THENCE 0.25 MILE SOUTH ALONG A NORTH AND SOUTH FENCE,
 NQ0217'0.2 MILE SOUTHWEST OF A SMALL RANCH HOUSE, ON TOP OF A SMALL
 NQ0217'KNOLL, 65.0 FEET WEST OF TRIANGULATION STATION KEELINE 1938,
 NQ0217'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 NQ0217'THE GROUND.  IN SECTION 16, TOWNSHIP 32 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0465 ***********************************************************************
 NQ0465  DESIGNATION -  KELLEY
 NQ0465  PID         -  NQ0465
 NQ0465  STATE/COUNTY-  WY/GOSHEN
 NQ0465  USGS QUAD   -  TORRINGTON SE (1990)
 NQ0465
 NQ0465                         *CURRENT SURVEY CONTROL
 NQ0465  ___________________________________________________________________
 NQ0465* NAD 83(1993)-  42 00 59.91439(N)    104 04 30.97720(W)     ADJUSTED  
 NQ0465* NAVD 88     -      1266.     (meters)    4154.     (feet)  SCALED    
 NQ0465  ___________________________________________________________________
 NQ0465  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 NQ0465  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 NQ0465
 NQ0465  HORZ ORDER  -  SECOND
 NQ0465
 NQ0465.The horizontal coordinates were established by classical geodetic methods
 NQ0465.and adjusted by the National Geodetic Survey in January 1997..
 NQ0465
 NQ0465.The orthometric height was scaled from a topographic map.
 NQ0465
 NQ0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0465
 NQ0465.The geoid height was determined by GEOID03.
 NQ0465
 NQ0465;                    North         East     Units Scale Factor Converg.
 NQ0465;SPC WY E     -   169,002.484   290,394.289   MT  1.00003801   +0 43 50.1
 NQ0465;SPC NE       -   250,357.480   162,675.441   MT  0.99969827   -2 42 02.4
 NQ0465;UTM  13      - 4,652,037.647   576,564.213   MT  0.99967213   +0 37 08.4
 NQ0465
 NQ0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0465!SPC WY E     -   0.99980432  x   1.00003801  =   0.99984233
 NQ0465!SPC NE       -   0.99980432  x   0.99969827  =   0.99950265
 NQ0465!UTM  13      -   0.99980432  x   0.99967213  =   0.99947652
 NQ0465
 NQ0465|---------------------------------------------------------------------|
 NQ0465| PID    Reference Object                     Distance      Geod. Az  |
 NQ0465|                                                           dddmmss.s |
 NQ0465| CP9741 KELLEY RM 1                          12.040 METERS 28251     |
 NQ0465| CP9740 KELLEY AZ MK                                       2852441.8 |
 NQ0465| CP9742 KELLEY RM 2                          30.818 METERS 34458     |
 NQ0465|---------------------------------------------------------------------|
 NQ0465
 NQ0465                          SUPERSEDED SURVEY CONTROL
 NQ0465
 NQ0465  NAD 83(1986)-  42 00 59.89810(N)    104 04 30.98722(W) AD(       ) 2
 NQ0465  NAD 27      -  42 01 00.03000(N)    104 04 29.17300(W) AD(       ) 2
 NQ0465
 NQ0465.Superseded values are not recommended for survey control.
 NQ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0465.See file dsdata.txt to determine how the superseded data were derived.
 NQ0465
 NQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7656452038(NAD 83)
 NQ0465_MARKER: DS = TRIANGULATION STATION DISK
 NQ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0465
 NQ0465  HISTORY     - Date     Condition        Report By
 NQ0465  HISTORY     - 1963     MONUMENTED       CGS
 NQ0465
 NQ0465                          STATION DESCRIPTION
 NQ0465
 NQ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 NQ0465'THE STATION IS 5-1/2 MILES EAST AND 3-1/4 MILES SOUTH OF
 NQ0465'TORRINGTON, 1-1/4 MILES NORTH AND 1-1/2 MILES WEST OF HENRY,
 NQ0465'NEBRASKA, AND 1/4 MILE NORTHEAST OF U.S. HIGHWAY 26, IN THE
 NQ0465'SOUTHEAST QUARTER OF SECTION 28, T 24 N, R 60 W AND ON THE
 NQ0465'PROPERTY OF MR. BOB KELLEY.
 NQ0465'
 NQ0465'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 26 AND
 NQ0465'U.S. HIGHWAY 85 IN TORRINGTON, GO SOUTHEAST ON U.S. HIGHWAY 26
 NQ0465'FOR 6.35 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 NQ0465'SOUTHEAST ON U.S. HIGHWAY 26 FOR 1.8 MILES TO A CROSS-ROAD
 NQ0465'AND THE WYOMING-NEBRASKA STATE LINE.  TURN LEFT AND GO NORTH
 NQ0465'ON A GRADED ROAD FOR 1.0 MILE TO A CROSS-ROAD.  TURN LEFT AND
 NQ0465'GO WEST FOR 0.5 MILE TO A ROAD FORK.  TAKE THE LEFT FORK AND
 NQ0465'GO WEST ON A FIELD ROAD FOR 0.65 MILE TO A NORTH-SOUTH FENCE
 NQ0465'AND THE STATION 40 FEET EAST OF THE FENCE.
 NQ0465'
 NQ0465'STATION MARKS ARE STANDARD DISKS STAMPED KELLEY 1963.  THE
 NQ0465'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 NQ0465'2 INCHES.  IT IS 39.5 FEET EAST OF A FENCE AND 39 FEET EAST OF
 NQ0465'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 NQ0465'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 NQ0465'
 NQ0465'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KELLEY NO 1 1963,
 NQ0465'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 NQ0465'GROUND.  IT IS 2.5 FEET SOUTH OF A METAL WITNESS POST AND 1
 NQ0465'FOOT EAST OF A FENCE.
 NQ0465'
 NQ0465'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KELLEY NO 2 1963,
 NQ0465'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 NQ0465'IS 3 FEET NORTHEAST OF A NORTH GATE POST AND 1.5 FEET EAST OF
 NQ0465'A FENCE.
 NQ0465'
 NQ0465'AZIMUTH MARK, A STANDARD DISK STAMPED KELLEY 1963, IS SET IN A
 NQ0465'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 62 FEET
 NQ0465'NORTH OF THE CENTER OF U.S. HIGHWAY 26, 3.5 FEET EAST OF A
 NQ0465'TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS POST, AND
 NQ0465'1 FOOT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0822 ***********************************************************************
 OX0822  DESIGNATION -  KELLY
 OX0822  PID         -  OX0822
 OX0822  STATE/COUNTY-  WY/TETON
 OX0822  USGS QUAD   -  SHADOW MOUNTAIN (1996)
 OX0822
 OX0822                         *CURRENT SURVEY CONTROL
 OX0822  ___________________________________________________________________
 OX0822* NAD 83(1993)-  43 38 00.60022(N)    110 35 45.35054(W)     ADJUSTED  
 OX0822* NAVD 88     -      2180.8    (meters)    7155.     (feet)  VERTCON   
 OX0822  ___________________________________________________________________
 OX0822  LAPLACE CORR-           9.08  (seconds)                    DEFLEC99
 OX0822  GEOID HEIGHT-          -9.03  (meters)                     GEOID03
 OX0822
 OX0822  HORZ ORDER  -  SECOND
 OX0822
 OX0822.The horizontal coordinates were established by classical geodetic methods
 OX0822.and adjusted by the National Geodetic Survey in January 1997..
 OX0822
 OX0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0822
 OX0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0822
 OX0822.The geoid height was determined by GEOID03.
 OX0822
 OX0822;                    North         East     Units Scale Factor Converg.
 OX0822;SPC WY W     -   448,158.225   758,636.840   MT  0.99995854   -0 21 13.4
 OX0822;UTM  12      - 4,831,247.121   532,594.660   MT  0.99961307   +0 16 43.8
 OX0822
 OX0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0822!SPC WY W     -   0.99965956  x   0.99995854  =   0.99961811
 OX0822!UTM  12      -   0.99965956  x   0.99961307  =   0.99927276
 OX0822
 OX0822|---------------------------------------------------------------------|
 OX0822| PID    Reference Object                     Distance      Geod. Az  |
 OX0822|                                                           dddmmss.s |
 OX0822| CP5613 KELLY RM 1                           13.575 METERS 02202     |
 OX0822| CP5614 KELLY RM 2                           15.894 METERS 10639     |
 OX0822| CP5612 KELLY AZ MK                                        1724114.2 |
 OX0822|---------------------------------------------------------------------|
 OX0822
 OX0822                          SUPERSEDED SURVEY CONTROL
 OX0822
 OX0822  NAD 83(1993)-  43 38 00.59404(N)    110 35 45.34494(W) AD(       ) 2
 OX0822  NAD 83(1986)-  43 38 00.59015(N)    110 35 45.33672(W) AD(       ) 2
 OX0822  NAD 27      -  43 38 00.82200(N)    110 35 42.60000(W) AD(       ) 2
 OX0822  NGVD 29 (07/19/86) 2179.5    (m)         7151.     (f) VERT ANG       
 OX0822
 OX0822.Superseded values are not recommended for survey control.
 OX0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0822.See file dsdata.txt to determine how the superseded data were derived.
 OX0822
 OX0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3259531247(NAD 83)
 OX0822_MARKER: DS = TRIANGULATION STATION DISK
 OX0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0822
 OX0822  HISTORY     - Date     Condition        Report By
 OX0822  HISTORY     - 1946     MONUMENTED       CGS
 OX0822  HISTORY     - 1964     GOOD             CGS
 OX0822
 OX0822                          STATION DESCRIPTION
 OX0822
 OX0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0822'THE STATION IS LOCATED ON A LOW RIDGE ABOUT 1-1/2 MILES
 OX0822'NORTHEAST OF KELLY AND 16 MILES NORTHEAST OF JACKSON.  IT IS
 OX0822'0.3 MILE SOUTHWEST OF THE HIGHEST POINT OF THE RIDGE AND ABOUT
 OX0822'75 FEET LOWER.  IT IS ABOUT 300 FEET SOUTH OF A TELEPHONE
 OX0822'POLE, 75 FEET SOUTHWEST OF A CLUMP OF ASPEN TREES, AND 1/2
 OX0822'MILE NORTH OF THE GROS VENTRE RIVER,
 OX0822'
 OX0822'THE STATION MARK IS A STANDARD DISC SET IN THE TOP OF AN 8
 OX0822'INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 OX0822'STAMPED KELLY 1946.
 OX0822'
 OX0822'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF AN
 OX0822'8 INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES AND IS
 OX0822'4 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED KELLY
 OX0822'NO 1 1946.
 OX0822'
 OX0822'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF A
 OX0822'8 INCH SQUARE CONCRETE POST WHICH PROJECTS 1-1/2 INCH AND IS
 OX0822'5 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED KELLY
 OX0822'NO 2 1946.
 OX0822'
 OX0822'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0822'IN OUTCROPPING BEDROCK WHICH FORMS THE UPPER PORTION OF A
 OX0822'SHEAR ROCK LEDGE WHICH OVERLOOKS THE GROS VENTRE RIVER VALLEY.
 OX0822'IT IS STAMPED KELLY 1946.
 OX0822'
 OX0822'TO REACH THE STATION FROM THE STORE AND POST OFFICE IN KELLY
 OX0822'GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO CROSSROADS.  TURN
 OX0822'LEFT, EAST, AND GO 1.45 MILES TO A WIRE GATE ON THE RIGHT.
 OX0822'TURN RIGHT THROUGH THE WIRE GATE AND GO SOUTHERLY ACROSS
 OX0822'COUNTRY 0.6 MILE TO TOP OF RIDGE, THENCE RIGHT ALONG TOP OF
 OX0822'RIDGE 0.4 MILE TO THE STATION.  A DRIVE STATION.
 OX0822
 OX0822                          STATION RECOVERY (1964)
 OX0822
 OX0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 OX0822'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OX0822'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0840 ***********************************************************************
 MR0840  CBN         -  This is a Cooperative Base Network Control Station.
 MR0840  DESIGNATION -  KEMAIR
 MR0840  PID         -  MR0840
 MR0840  STATE/COUNTY-  WY/LINCOLN
 MR0840  USGS QUAD   -  KEMMERER (1985)
 MR0840
 MR0840                         *CURRENT SURVEY CONTROL
 MR0840  ___________________________________________________________________
 MR0840* NAD 83(1993)-  41 49 17.90491(N)    110 33 21.88606(W)     ADJUSTED  
 MR0840* NAVD 88     -      2219.0    (meters)    7280.     (feet)  GPS OBS   
 MR0840  ___________________________________________________________________
 MR0840  X           -  -1,672,008.626 (meters)                     COMP
 MR0840  Y           -  -4,458,681.566 (meters)                     COMP
 MR0840  Z           -   4,232,331.224 (meters)                     COMP
 MR0840  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 MR0840  ELLIP HEIGHT-        2204.83  (meters)          (09/07/01) GPS OBS
 MR0840  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MR0840
 MR0840  HORZ ORDER  -  B
 MR0840  ELLP ORDER  -  FOURTH    CLASS I
 MR0840
 MR0840.The horizontal coordinates were established by GPS observations
 MR0840.and adjusted by the National Geodetic Survey in October 1994..
 MR0840
 MR0840.The orthometric height was determined by GPS observations and a
 MR0840.high-resolution geoid model.
 MR0840
 MR0840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MR0840
 MR0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0840
 MR0840.The ellipsoidal height was determined by GPS observations
 MR0840.and is referenced to NAD 83.
 MR0840
 MR0840.The geoid height was determined by GEOID03.
 MR0840
 MR0840;                    North         East     Units Scale Factor Converg.
 MR0840;SPC WY W     -   246,876.303   760,725.843   MT  0.99995647   -0 18 54.9
 MR0840;UTM  12      - 4,630,068.691   536,866.971   MT  0.99961672   +0 17 45.7
 MR0840
 MR0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0840!SPC WY W     -   0.99965430  x   0.99995647  =   0.99961079
 MR0840!UTM  12      -   0.99965430  x   0.99961672  =   0.99927116
 MR0840
 MR0840|---------------------------------------------------------------------|
 MR0840| PID    Reference Object                     Distance      Geod. Az  |
 MR0840|                                                           dddmmss.s |
 MR0840| MR0842 S 59 1 2                             67.949 METERS 01326     |
 MR0840| CP5615 KEMAIR RM 1                                        05547     |
 MR0840| MR0839 KEMMERER MTN STS TEL MICROWAVE      APPROX. 4.8 KM 0680714.2 |
 MR0840| MR0841 KEMMERER MUN AIRPORT BEACON          11.360 METERS 08325     |
 MR0840| MR0833 MORLEY                              APPROX. 5.2 KM 2961723.9 |
 MR0840| CP5616 KEMAIR RM 2                                        34658     |
 MR0840|---------------------------------------------------------------------|
 MR0840
 MR0840                          SUPERSEDED SURVEY CONTROL
 MR0840
 MR0840  ELLIP H (10/19/94) 2204.84   (m)                       GP(       ) 4 1
 MR0840  NAD 83(1986)-  41 49 17.89790(N)    110 33 21.88784(W) AD(       ) 2
 MR0840  NAD 27      -  41 49 18.08520(N)    110 33 19.27440(W) AD(       ) 2
 MR0840  NGVD 29 (07/19/86) 2217.9    (m)         7277.     (f) VERT ANG       
 MR0840
 MR0840.Superseded values are not recommended for survey control.
 MR0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0840.See file dsdata.txt to determine how the superseded data were derived.
 MR0840
 MR0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3686730069(NAD 83)
 MR0840_MARKER: DS = TRIANGULATION STATION DISK
 MR0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0840_STAMPING: KEMAIR 1962
 MR0840_MARK LOGO: CGS   
 MR0840_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0840+STABILITY: SURFACE MOTION
 MR0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0840+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 MR0840
 MR0840  HISTORY     - Date     Condition        Report By
 MR0840  HISTORY     - 1962     MONUMENTED       CGS
 MR0840  HISTORY     - 19931019 GOOD             NGS
 MR0840  HISTORY     - 20060808 GOOD             WYPLS
 MR0840
 MR0840                          STATION DESCRIPTION
 MR0840
 MR0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0840'STATION IS ON THE EAST SIDE OF THE KEMMERER MUNICIPAL AIRPORT,
 MR0840'ABOUT 2 MILES NORTH-NORTHWEST OF KEMMERER, 1 MILE WEST OF FRONTIER
 MR0840'AND NEAR THE AIRPORT BEACON.
 MR0840'
 MR0840'TO REACH FROM THE POST OFFICE IN FRONTIER, GO WEST AND NORTH ON
 MR0840'PAVED ROAD FOR 0.95 MILE TO A SIDE ROAD LEFT AT SIGN AIRPORT.
 MR0840'TURN LEFT, WEST UP HILL ON PAVED ROAD FOR 0.9 MILE TO S-59-1
 MR0840'(WSHD) ON THE LEFT.  CONTINUE AHEAD ON PAVED ROAD FOR 0.4 MILE
 MR0840'TO THE AIRPORT BEACON AND STATION ON THE RIGHT.
 MR0840'
 MR0840'STATION MARKS ARE STANDARD DISKS, STAMPED KEMAIR 1962.  THE
 MR0840'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MR0840'FLUSH WITH THE GROUND.  IT IS 90 FEET SOUTH OF THE CENTERLINE
 MR0840'OF THE PAVED ROAD, 46.5 FEET WEST OF A WEST GATE POST, 51 FEET
 MR0840'WEST OF THE CENTERLINE OF A GRAVELED ROAD, 33.5 FEET WEST OF THE
 MR0840'SOUTHWEST LEG OF THE BEACON TOWER AND 24 FEET SOUTH OF A FENCE.
 MR0840'
 MR0840'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KEMAIR NO 1 1962,
 MR0840'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0840'6 INCHES.  IT IS 67 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 MR0840'ROAD, 29 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 22.5
 MR0840'FEET WEST OF THE WEST GATE POST, 11.7 FEET NORTHWEST OF THE
 MR0840'NORTHWEST LEG OF THE BEACON TOWER AND 2.5 FEET EAST OF A WITNESS
 MR0840'POST.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 MR0840'
 MR0840'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KEMAIR NO 2 1962,
 MR0840'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 MR0840'INCHES.  IT IS 65 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD,
 MR0840'61 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 54.5 FEET
 MR0840'WEST OF THE WEST GATE POST, 43.8 FEET NORTHWEST OF THE NORTHWEST
 MR0840'LEG OF THE BEACON TOWER AND 1 FOOT SOUTH OF THE FENCE.  IT IS
 MR0840'ABOUT THE SAME ELEVATION AS THE STATION.
 MR0840'
 MR0840'S-59-1 2 IS A WYOMING STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY
 MR0840'MARKER, STAMPED S-59-1 2 68+00 7272.03, SET IN THE TOP OF A 6
 MR0840'INCH SQUARE CONCRETE POST PROJECTING 10 INCHES.  IT IS 211 FEET
 MR0840'NORTH OF THE NORTHWEST LEG OF THE BEACON TOWER AND 94 FEET EAST OF
 MR0840'THE CENTERLINE OF THE PAVED ROAD.  IT IS ABOUT 4 FEET LOWER
 MR0840'THAN THE STATION.
 MR0840'
 MR0840'S-59-1 IS A WYOMING STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY
 MR0840'MARKER, STAMPED S-59-1 451+15.9 7267.46, SET IN THE TOP OF A 6
 MR0840'INCH SQUARE CONCRETE POST PROJECTING 10 INCHES.  IT IS 63 FEET
 MR0840'WEST OF THE EAST EDGE OF RIDGE, 101 FEET SOUTH OF THE CENTERLINE
 MR0840'OF THE PAVED ROAD AND 1.4 FEET SOUTH OF A WITNESS POST.
 MR0840
 MR0840                          STATION RECOVERY (1993)
 MR0840
 MR0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 MR0840'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MR0840'CONDITION.  NO DATA AVAILABLE ON POSSIBLE AZIMUTH MARK. STATION IS
 MR0840'LOCATED 3 KM (1.85 MI) NORTH OF KEMMERER, 2 KM (1.25 MI)
 MR0840'WEST-NORTHWEST OF FRONTIER, AT THE KEMMERER MUNICIPAL AIRPORT, AT THE
 MR0840'END OF THE ENTRANCE ROAD, IN A WEED AREA BETWEEN THE ROAD AND A
 MR0840'CONCRETE VEHICLE PARKING AREA, AT ENTRANCE TO THE AIRPORT APRON.
 MR0840'OWNERSHIP--CITY OF KEMMERER. TO REACH FROM THE JUNCTION OF US HIGHWAYS
 MR0840'30 BUSINESS AND 189 ON THE NORTH SIDE OF KEMMERER, GO NORTH ACROSS
 MR0840'BRIDGE ON HIGHWAY 189 FOR 1.26 KM (0.80 MI) TO A PAVED ROAD LEFT.
 MR0840'TURN LEFT, WEST, THEN NORTH, ON STATE HIGHWAY 233 FOR 1.76 KM (1.10
 MR0840'MI) TO A PAVED ROAD LEFT. TURN LEFT, WEST, UPHILL, FOR 2.27 KM (1.40
 MR0840'MI) TO PAVED ROAD END AND DIRT ROAD BEGINS AT CONCRETE DRIVE ON THE
 MR0840'RIGHT TO APRON AND STATION ON THE RIGHT. STATION MARK IS A DISK SET IN
 MR0840'THE TOP OF A 30-CM SQUARE CONCRETE POST 5 CM BELOW GROUND IN AN OPEN
 MR0840'HOLE.  IT IS 17.1 M (56.1 FT) WEST OF THE CENTER OF THE CONCRETE
 MR0840'DRIVE, 2.5 M (8.2 FT) NORTH OF THE PARKING PAD EDGE, 16.5 M (54.1 FT)
 MR0840'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE PAD, 0.5 M (1.6 FT)
 MR0840'SOUTH OF A SHORT FIBERGLASS WITNESS POST, AND 27.3 M (89.6 FT)
 MR0840'NORTHWEST OF THE WEST GATEPOST AT APRON ENTRANCE. DESCRIBED BY
 MR0840'G.R.HEID
 MR0840
 MR0840                          STATION RECOVERY (2006)
 MR0840
 MR0840'RECOVERY NOTE BY WYOMING PROFESSIONAL LAND SURVEYOR 2006
 MR0840'MONUMENT SOMETIMES UNDER LARGE PLOWED PILE OF SNOW IN WINTER MONTHS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0837 ***********************************************************************
 MR0837  DESIGNATION -  KEMM
 MR0837  PID         -  MR0837
 MR0837  STATE/COUNTY-  WY/LINCOLN
 MR0837  USGS QUAD   -  KEMMERER (1985)
 MR0837
 MR0837                         *CURRENT SURVEY CONTROL
 MR0837  ___________________________________________________________________
 MR0837* NAD 83(1993)-  41 47 25.27713(N)    110 30 29.63125(W)     ADJUSTED  
 MR0837* NAVD 88     -      2396.1    (meters)    7861.     (feet)  VERTCON   
 MR0837  ___________________________________________________________________
 MR0837  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 MR0837  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MR0837
 MR0837  HORZ ORDER  -  FIRST
 MR0837
 MR0837.The horizontal coordinates were established by classical geodetic methods
 MR0837.and adjusted by the National Geodetic Survey in January 1997..
 MR0837
 MR0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0837
 MR0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0837
 MR0837.The geoid height was determined by GEOID03.
 MR0837
 MR0837;                    North         East     Units Scale Factor Converg.
 MR0837;SPC WY W     -   243,380.880   764,683.771   MT  0.99995284   -0 16 59.4
 MR0837;UTM  12      - 4,626,616.838   540,860.611   MT  0.99962054   +0 19 39.8
 MR0837
 MR0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0837!SPC WY W     -   0.99962655  x   0.99995284  =   0.99957941
 MR0837!UTM  12      -   0.99962655  x   0.99962054  =   0.99924723
 MR0837
 MR0837:                Primary Azimuth Mark                     Grid Az
 MR0837:SPC WY W     -  KEMMERER MTN STS TEL MICROWAVE           005 04 17.0
 MR0837:UTM  12      -  KEMMERER MTN STS TEL MICROWAVE           004 27 37.8
 MR0837
 MR0837|---------------------------------------------------------------------|
 MR0837| PID    Reference Object                     Distance      Geod. Az  |
 MR0837|                                                           dddmmss.s |
 MR0837| MR0839 KEMMERER MTN STS TEL MICROWAVE      APPROX. 5.3 KM 0044717.6 |
 MR0837| MR0838 KEMM PIPE                            44.080 METERS 01615     |
 MR0837| CP5618 KEMM RM 1                                          08355     |
 MR0837| CP5619 KEMM RM 2                                          18725     |
 MR0837| CP5617 KEMM AZ MK                                         1985023.8 |
 MR0837| MR0835 ELKOL UTAH POWER AND LT CO STK      APPROX. 8.3 KM 2440045.5 |
 MR0837| MR0843 KEMMERER GRADE SCHOOL STACK         APPROX. 2.8 KM 2785648.4 |
 MR0837| MR0836 KEMMERER WYOMING HWY DEPT MAST       35.041 METERS 34544     |
 MR0837|---------------------------------------------------------------------|
 MR0837
 MR0837                          SUPERSEDED SURVEY CONTROL
 MR0837
 MR0837  NAD 83(1986)-  41 47 25.26842(N)    110 30 29.62868(W) AD(       ) 1
 MR0837  NAD 27      -  41 47 25.45490(N)    110 30 27.02350(W) AD(       ) 1
 MR0837  NGVD 29 (07/19/86) 2394.7    (m)         7857.     (f) VERT ANG       
 MR0837
 MR0837.Superseded values are not recommended for survey control.
 MR0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0837.See file dsdata.txt to determine how the superseded data were derived.
 MR0837
 MR0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4086126617(NAD 83)
 MR0837_MARKER: DS = TRIANGULATION STATION DISK
 MR0837_SETTING: 66 = SET IN ROCK OUTCROP
 MR0837
 MR0837  HISTORY     - Date     Condition        Report By
 MR0837  HISTORY     - 1962     MONUMENTED       CGS
 MR0837
 MR0837                          STATION DESCRIPTION
 MR0837
 MR0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0837'THE STATION IS ON A NORTH-SOUTH RIDGE, NEAR THE SITE OF A RADIO
 MR0837'MAST.  IT IS ABOUT 1-1/2 MILES EAST OF KEMMERER AND 9-1/2 MILES
 MR0837'WEST-NORTHWEST OF OPAL.
 MR0837'
 MR0837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 N
 MR0837'AND 189 IN THE NORTH EDGE OF KEMMERER, GO EAST ON HIGHWAY
 MR0837'189 FOR 0.3 MILE TO A SIDE ROAD RIGHT JUST AFTER CROSSING
 MR0837'OVER A RAILROAD OVERPASS.  TURN RIGHT ON SIDE ROAD FOR 0.05
 MR0837'MILE TO A T-ROAD.  TURN RIGHT FOR 0.05 MILE TO A SIDE ROAD
 MR0837'LEFT.  TURN LEFT FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT FOR
 MR0837'0.05 MILE TO A FORK.  TAKE THE LEFT FORK UP THE LEFT SIDE OF A
 MR0837'DRAW FOR 0.55 MILE TO SOME OLD BUILDINGS ON THE RIGHT.
 MR0837'CONTINUE ON THE GRADED ROAD, UPHILL FOR 0.3 MILE TO A FORK.
 MR0837'TAKE THE RIGHT FORK FOR 0.45 MILE TO A FORK.  TAKE THE
 MR0837'RIGHT FORK FOR 0.45 MILE TO THE TOP OF THE HILL, THE RADIO
 MR0837'MAST AND THE STATION.  TO REACH THE AZIMUTH MARK CONTINUE
 MR0837'SOUTHWEST ALONG THE RIDGE FOR 0.35 MILE TO THE MARK.
 MR0837'
 MR0837'STATION MARK IS A STANDARD DISK, STAMPED KEMM 1962, CEMENTED
 MR0837'IN A DRILL HOLE IN OUTCROP OF ROCK SOUTH OF HIGHEST PART OF THE
 MR0837'HILL.  IT IS 22 FEET WEST OF THE EAST EDGE OF THE RIDGE AND 6
 MR0837'FEET NORTHEAST OF A WITNESS POST.
 MR0837'
 MR0837'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KEMM NO 1 1962,
 MR0837'CEMENTED IN A DRILL HOLE IN OUTCROP OF ROCK.  IT IS 3 FEET WEST
 MR0837'OF THE EAST EDGE OF THE RIDGE AND ABOUT 1 FOOT LOWER THAN THE
 MR0837'STATION.
 MR0837'
 MR0837'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KEMM NO 2 1962,
 MR0837'CEMENTED IN A DRILL HOLE IN A 15 X 40 FOOT OUTCROP OF ROCK THAT
 MR0837'PROJECTS 8 INCHES TO THE EAST AND FLUSH TO THE WEST.  IT IS
 MR0837'ABOUT 2 FEET LOWER THAN THE STATION.
 MR0837'
 MR0837'AZIMUTH MARK IS A STANDARD DISK, STAMPED KEMM 1962, CEMENTED
 MR0837'IN A DRILL HOLE IN A 15 X 20 FOOT OUTCROP OF ROCK THAT PROJECTS 20
 MR0837'FEET TO THE EAST, 2 FEET TO THE NORTH AND FLUSH TO THE SOUTH.  IT
 MR0837'IS 5 FEET WEST OF THE EAST EDGE OF THE RIDGE AND 3 FEET EAST OF A
 MR0837'WITNESS POST.
 MR0837'
 MR0837'KEMM (PIPE) IS A 1 INCH IRON PIPE PROJECTING 12 INCHES AND HAVING
 MR0837'A METAL TAG ATTACHED.  THE TAG IS STAMPED KEMM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0838 ***********************************************************************
 MR0838  DESIGNATION -  KEMM PIPE
 MR0838  PID         -  MR0838
 MR0838  STATE/COUNTY-  WY/LINCOLN
 MR0838  USGS QUAD   -  KEMMERER (1985)
 MR0838
 MR0838                         *CURRENT SURVEY CONTROL
 MR0838  ___________________________________________________________________
 MR0838* NAD 83(1993)-  41 47 26.64878(N)    110 30 29.09698(W)     ADJUSTED  
 MR0838* NAVD 88     -      2396.     (meters)    7861.     (feet)  SCALED    
 MR0838  ___________________________________________________________________
 MR0838  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 MR0838  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MR0838
 MR0838  HORZ ORDER  -  SECOND
 MR0838
 MR0838.The horizontal coordinates were established by classical geodetic methods
 MR0838.and adjusted by the National Geodetic Survey in January 1997..
 MR0838
 MR0838.The orthometric height was scaled from a topographic map.
 MR0838
 MR0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0838
 MR0838.The geoid height was determined by GEOID03.
 MR0838
 MR0838;                    North         East     Units Scale Factor Converg.
 MR0838;SPC WY W     -   243,423.135   764,696.316   MT  0.99995283   -0 16 59.0
 MR0838;UTM  12      - 4,626,659.211   540,872.700   MT  0.99962056   +0 19 40.2
 MR0838
 MR0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0838!SPC WY W     -   0.99962650  x   0.99995283  =   0.99957935
 MR0838!UTM  12      -   0.99962650  x   0.99962056  =   0.99924720
 MR0838
 MR0838                          SUPERSEDED SURVEY CONTROL
 MR0838
 MR0838  NAD 83(1986)-  41 47 26.64006(N)    110 30 29.09441(W) AD(       ) 2
 MR0838  NAD 27      -  41 47 26.82700(N)    110 30 26.48900(W) AD(       ) 2
 MR0838
 MR0838.Superseded values are not recommended for survey control.
 MR0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0838.See file dsdata.txt to determine how the superseded data were derived.
 MR0838
 MR0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4087326659(NAD 83)
 MR0838_MARKER: I = METAL ROD
 MR0838_SETTING: 0 = UNSPECIFIED SETTING
 MR0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0838
 MR0838  HISTORY     - Date     Condition        Report By
 MR0838  HISTORY     - 1962     MONUMENTED       CGS
 MR0838
 MR0838                          STATION DESCRIPTION
 MR0838
 MR0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0838'KEMM (PIPE) IS A 1 INCH IRON PIPE PROJECTING 12 INCHES AND HAVING
 MR0838'A METAL TAG ATTACHED.  THE TAG IS STAMPED KEMM.
 MR0838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 N
 MR0838'AND 189 IN THE NORTH EDGE OF KEMMERER, GO EAST ON HIGHWAY
 MR0838'189 FOR 0.3 MILE TO A SIDE ROAD RIGHT JUST AFTER CROSSING
 MR0838'OVER A RAILROAD OVERPASS.  TURN RIGHT ON SIDE ROAD FOR 0.05
 MR0838'MILE TO A T-ROAD.  TURN RIGHT FOR 0.05 MILE TO A SIDE ROAD
 MR0838'LEFT.  TURN LEFT FOR 0.15 MILE TO A T-ROAD.  TURN RIGHT FOR
 MR0838'0.05 MILE TO A FORK.  TAKE THE LEFT FORK UP THE LEFT SIDE OF A
 MR0838'DRAW FOR 0.55 MILE TO SOME OLD BUILDINGS ON THE RIGHT.
 MR0838'CONTINUE ON THE GRADED ROAD, UPHILL FOR 0.3 MILE TO A FORK.
 MR0838'TAKE THE RIGHT FORK FOR 0.45 MILE TO A FORK.  TAKE THE
 MR0838'RIGHT FORK FOR 0.45 MILE TO THE TOP OF THE HILL, THE RADIO
 MR0838'MAST AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0232 ***********************************************************************
 MR0232  DESIGNATION -  KEMMERER
 MR0232  PID         -  MR0232
 MR0232  STATE/COUNTY-  WY/LINCOLN
 MR0232  USGS QUAD   -  KEMMERER (1985)
 MR0232
 MR0232                         *CURRENT SURVEY CONTROL
 MR0232  ___________________________________________________________________
 MR0232* NAD 83(1986)-  41 47 32.     (N)    110 32 24.     (W)     SCALED    
 MR0232* NAVD 88     -      2122.318  (meters)    6962.97   (feet)  ADJUSTED  
 MR0232  ___________________________________________________________________
 MR0232  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MR0232  DYNAMIC HT  -        2120.481 (meters)    6956.94  (feet)  COMP
 MR0232  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 MR0232
 MR0232  VERT ORDER  -  SECOND    CLASS 0
 MR0232
 MR0232.The horizontal coordinates were scaled from a topographic map and have
 MR0232.an estimated accuracy of +/- 6 seconds.
 MR0232
 MR0232.The orthometric height was determined by differential leveling
 MR0232.and adjusted by the National Geodetic Survey in June 1991..
 MR0232.WARNING-Repeat measurements at this control monument indicate possible
 MR0232.vertical movement.
 MR0232
 MR0232.The geoid height was determined by GEOID03.
 MR0232
 MR0232.The dynamic height is computed by dividing the NAVD 88
 MR0232.geopotential number by the normal gravity value computed on the
 MR0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0232.degrees latitude (g = 980.6199 gals.).
 MR0232
 MR0232.The modeled gravity was interpolated from observed gravity values.
 MR0232
 MR0232;                    North         East    Units  Estimated Accuracy
 MR0232;SPC WY W     -   243,600.      762,040.      MT  (+/- 180 meters Scaled)
 MR0232
 MR0232                          SUPERSEDED SURVEY CONTROL
 MR0232
 MR0232  NGVD 29 (??/??/92) 2120.927  (m)         6958.41   (f) ADJ UNCH    2 0
 MR0232
 MR0232.Superseded values are not recommended for survey control.
 MR0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0232.See file dsdata.txt to determine how the superseded data were derived.
 MR0232
 MR0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM382268(NAD 83)
 MR0232_MARKER: DB = BENCH MARK DISK
 MR0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0232_STAMPING: KEMMERER 1934
 MR0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0232+STABILITY: SURFACE MOTION
 MR0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0232+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2005
 MR0232
 MR0232  HISTORY     - Date     Condition        Report By
 MR0232  HISTORY     - 1934     MONUMENTED       CGS
 MR0232  HISTORY     - 1966     GOOD             NGS
 MR0232  HISTORY     - 20050924 GOOD             GEOCAC
 MR0232
 MR0232                          STATION DESCRIPTION
 MR0232
 MR0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0232'IN KEMMERER.
 MR0232'AT KEMMERER, ALONG SAGE AVENUE BETWEEN GARNET AND TOPAZ STREETS, AT A
 MR0232'CURVE IN THE SIDEWALK AROUND THE COURTHOUSE, 30.8 FEET SOUTHWEST OF
 MR0232'THE CURB OF SAGE AVENUE, 80 FEET NORTHWEST OF THE CURB OF GARNETT
 MR0232'STREET, 31.8 FEET EAST OF THE EAST CORNER OF THE COURTHOUSE, 85 FEET
 MR0232'SOUTHEAST OF THE CENTER OF THE NORTHEAST (MAIN) ENTRANCE TO THE
 MR0232'COURTHOUSE, 1.9 FEET SOUTHEAST OF THE SIDEWALK, ABOUT 4 1/2 FEET
 MR0232'HIGHER THAN THE STREETS, AND SET IN THE TOP OF A CONCRETE POST
 MR0232'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MR0232
 MR0232                          STATION RECOVERY (2005)
 MR0232
 MR0232'RECOVERY NOTE BY GEOCACHING 2005 (CDB)
 MR0232'BENCH MARK DISK IS LEGIBLE, BUT SOMEWHAT WORN.  MONUMENT IS SHOWING
 MR0232'SIGNS OF WEATHERING, BUT APPEARS TO BE STABLE.  COORDINATES AND
 MR0232'ELEVATION UPDATE USING A GPS UNIT.  ELEVATION 6933, COORDINATES
 MR0232'N 41D 47.545'
 MR0232'W 110D 32.402'
 MR0232'WGS 84
 MR0232'3D ACCURACY 3FT
 MR0232'FOUND 09/24/05 1721 HRS.
 MR0232' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0843 ***********************************************************************
 MR0843  DESIGNATION -  KEMMERER GRADE SCHOOL STACK
 MR0843  PID         -  MR0843
 MR0843  STATE/COUNTY-  WY/LINCOLN
 MR0843  USGS QUAD   -  KEMMERER (1985)
 MR0843
 MR0843                         *CURRENT SURVEY CONTROL
 MR0843  ___________________________________________________________________
 MR0843* NAD 83(1993)-  41 47 39.46840(N)    110 32 30.23716(W)     ADJUSTED  
 MR0843* NAVD 88     -                                                        
 MR0843  ___________________________________________________________________
 MR0843  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 MR0843  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MR0843
 MR0843  HORZ ORDER  -  THIRD
 MR0843
 MR0843.The horizontal coordinates were established by classical geodetic methods
 MR0843.and adjusted by the National Geodetic Survey in January 1997..
 MR0843
 MR0843
 MR0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0843
 MR0843.The geoid height was determined by GEOID03.
 MR0843
 MR0843;                    North         East     Units Scale Factor Converg.
 MR0843;SPC WY W     -   243,832.995   761,901.542   MT  0.99995535   -0 18 19.8
 MR0843;UTM  12      - 4,627,039.122   538,074.652   MT  0.99961784   +0 18 19.5
 MR0843
 MR0843                          SUPERSEDED SURVEY CONTROL
 MR0843
 MR0843  NAD 83(1986)-  41 47 39.45784(N)    110 32 30.23537(W) AD(       ) 4
 MR0843  NAD 27      -  41 47 39.64500(N)    110 32 27.62600(W) AD(       ) 3
 MR0843
 MR0843.Superseded values are not recommended for survey control.
 MR0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0843.See file dsdata.txt to determine how the superseded data were derived.
 MR0843
 MR0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3807527039(NAD 83)
 MR0843_MARKER: 63 = STACK
 MR0843
 MR0843  HISTORY     - Date     Condition        Report By
 MR0843  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0843
 MR0843                          STATION DESCRIPTION
 MR0843
 MR0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0843'THE STATION IS LOCATED IN KEMMERER, AND NORTHWEST OF THE
 MR0843'INTERSECTION OF EMERALD STREET AND BEECH AVENUE.
 MR0843'
 MR0843'THE STACK IS ON THE TOP OF A TWO STORY RED BRICK BUILDING.  IT
 MR0843'EXTENDS 25 FEET ABOVE THE BUILDING.  THE STACK IS RECTANGULAR
 MR0843'SHAPED 2 BY 3 FEET AND IS BUILT OF RED BRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0839 ***********************************************************************
 MR0839  DESIGNATION -  KEMMERER MTN STS TEL MICROWAVE
 MR0839  PID         -  MR0839
 MR0839  STATE/COUNTY-  WY/LINCOLN
 MR0839  USGS QUAD   -  KEMMERER (1985)
 MR0839
 MR0839                         *CURRENT SURVEY CONTROL
 MR0839  ___________________________________________________________________
 MR0839* NAD 83(1993)-  41 50 15.31051(N)    110 30 10.58550(W)     ADJUSTED  
 MR0839* NAVD 88     -                                                        
 MR0839  ___________________________________________________________________
 MR0839  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 MR0839  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 MR0839
 MR0839  HORZ ORDER  -  THIRD
 MR0839
 MR0839.The horizontal coordinates were established by classical geodetic methods
 MR0839.and adjusted by the National Geodetic Survey in January 1997..
 MR0839
 MR0839
 MR0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0839
 MR0839.The geoid height was determined by GEOID03.
 MR0839
 MR0839;                    North         East     Units Scale Factor Converg.
 MR0839;SPC WY W     -   248,624.395   765,149.115   MT  0.99995244   -0 16 47.6
 MR0839;UTM  12      - 4,631,863.277   541,269.862   MT  0.99962096   +0 19 53.6
 MR0839
 MR0839                          SUPERSEDED SURVEY CONTROL
 MR0839
 MR0839  NAD 83(1986)-  41 50 15.30225(N)    110 30 10.58358(W) AD(       ) 4
 MR0839  NAD 27      -  41 50 15.49600(N)    110 30 07.95500(W) AD(       ) 3
 MR0839
 MR0839.Superseded values are not recommended for survey control.
 MR0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0839.See file dsdata.txt to determine how the superseded data were derived.
 MR0839
 MR0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4127031863(NAD 83)
 MR0839_MARKER: 44 = MICROWAVE MAST
 MR0839
 MR0839  HISTORY     - Date     Condition        Report By
 MR0839  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0839
 MR0839                          STATION DESCRIPTION
 MR0839
 MR0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0839'THE STATION IS THE CENTER OF THE FAN.  IT IS ON THE HIGHEST PART
 MR0839'OF A HILL ABOUT 3-1/2 MILES NORTH-NORTHEAST OF KEMMERER.  THE
 MR0839'FAN IS MOUNTED ON TWO WOODEN POLES ABOUT 30 FEET HIGH.
 MR0839'
 MR0839'THE STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0841 ***********************************************************************
 MR0841  DESIGNATION -  KEMMERER MUN AIRPORT BEACON
 MR0841  PID         -  MR0841
 MR0841  STATE/COUNTY-  WY/LINCOLN
 MR0841  USGS QUAD   -  KEMMERER (1985)
 MR0841
 MR0841                         *CURRENT SURVEY CONTROL
 MR0841  ___________________________________________________________________
 MR0841* NAD 83(1993)-  41 49 17.94716(N)    110 33 21.39707(W)     ADJUSTED  
 MR0841* NAVD 88     -                                                        
 MR0841  ___________________________________________________________________
 MR0841  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 MR0841  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MR0841
 MR0841  HORZ ORDER  -  THIRD
 MR0841
 MR0841.The horizontal coordinates were established by classical geodetic methods
 MR0841.and adjusted by the National Geodetic Survey in January 1997..
 MR0841
 MR0841
 MR0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0841
 MR0841.The geoid height was determined by GEOID03.
 MR0841
 MR0841;                    North         East     Units Scale Factor Converg.
 MR0841;SPC WY W     -   246,877.544   760,737.134   MT  0.99995646   -0 18 54.5
 MR0841;UTM  12      - 4,630,070.052   536,878.245   MT  0.99961673   +0 17 46.0
 MR0841
 MR0841                          SUPERSEDED SURVEY CONTROL
 MR0841
 MR0841  NAD 83(1986)-  41 49 17.94016(N)    110 33 21.39886(W) AD(       ) 4
 MR0841  NAD 27      -  41 49 18.12700(N)    110 33 18.78500(W) AD(       ) 3
 MR0841
 MR0841.Superseded values are not recommended for survey control.
 MR0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0841.See file dsdata.txt to determine how the superseded data were derived.
 MR0841
 MR0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3687830070(NAD 83)
 MR0841_MARKER: 21 = AIRPORT BEACON
 MR0841
 MR0841  HISTORY     - Date     Condition        Report By
 MR0841  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0841
 MR0841                          STATION DESCRIPTION
 MR0841
 MR0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0841'STATION IS ON THE KEMMERER MUNICIPAL AIRPORT, ABOUT 2 MILES
 MR0841'NORTH-NORTHWEST OF KEMMERER AND 1 MILE WEST OF FRONTIER.
 MR0841'
 MR0841'STATION IS THE DETERMINED CENTER OF THE BASE OF THE TOWER.  THE
 MR0841'TOWER IS CONSTRUCTED OF STRUCTURAL STEEL AND ALTERNATE SECTIONS
 MR0841'ARE PAINTED RED AND WHITE, WITH AN OVERALL HEIGHT OF 56 FEET.
 MR0841'
 MR0841'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KEMAIR
 MR0841'THE DISTANCE BEING 37.27 FEET OR 11.360 METERS WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0831 ***********************************************************************
 MR0831  DESIGNATION -  KEMMERER MUNICIPAL TANK
 MR0831  PID         -  MR0831
 MR0831  STATE/COUNTY-  WY/LINCOLN
 MR0831  USGS QUAD   -  KEMMERER (1985)
 MR0831
 MR0831                         *CURRENT SURVEY CONTROL
 MR0831  ___________________________________________________________________
 MR0831* NAD 83(1993)-  41 47 31.36055(N)    110 32 44.72234(W)     ADJUSTED  
 MR0831* NAVD 88     -                                                        
 MR0831  ___________________________________________________________________
 MR0831  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 MR0831  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MR0831
 MR0831  HORZ ORDER  -  THIRD
 MR0831
 MR0831.The horizontal coordinates were established by classical geodetic methods
 MR0831.and adjusted by the National Geodetic Survey in January 1997..
 MR0831
 MR0831
 MR0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0831
 MR0831.The geoid height was determined by GEOID03.
 MR0831
 MR0831;                    North         East     Units Scale Factor Converg.
 MR0831;SPC WY W     -   243,584.653   761,565.781   MT  0.99995567   -0 18 29.4
 MR0831;UTM  12      - 4,626,787.299   537,741.671   MT  0.99961753   +0 18 09.8
 MR0831
 MR0831                          SUPERSEDED SURVEY CONTROL
 MR0831
 MR0831  NAD 83(1986)-  41 47 31.35163(N)    110 32 44.72029(W) AD(       ) 4
 MR0831  NAD 27      -  41 47 31.53900(N)    110 32 42.11000(W) AD(       ) 3
 MR0831
 MR0831.Superseded values are not recommended for survey control.
 MR0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0831.See file dsdata.txt to determine how the superseded data were derived.
 MR0831
 MR0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3774226787(NAD 83)
 MR0831_MARKER: 53 = ELEVATED TANK
 MR0831
 MR0831  HISTORY     - Date     Condition        Report By
 MR0831  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0831
 MR0831                          STATION DESCRIPTION
 MR0831
 MR0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0831'THE STATION IS THE ELEVATED SILVER WATER TANK IN THE SOUTHWEST
 MR0831'PART OF KEMMERER.
 MR0831'
 MR0831'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TANK, THE
 MR0831'DISTANCE BEING 8.62 FEET (2.627 METERS) NORTHEAST OF STATION
 MR0831'TANK.  THE TOWER IS A 3 LEGGED STEEL TOWER WITH A TANK ON TOP,
 MR0831'PAINTED SILVER.  IT WAS BUILT IN 1960 AND IS 86 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0836 ***********************************************************************
 MR0836  DESIGNATION -  KEMMERER WYOMING HWY DEPT MAST
 MR0836  PID         -  MR0836
 MR0836  STATE/COUNTY-  WY/LINCOLN
 MR0836  USGS QUAD   -  KEMMERER (1985)
 MR0836
 MR0836                         *CURRENT SURVEY CONTROL
 MR0836  ___________________________________________________________________
 MR0836* NAD 83(1993)-  41 47 26.37787(N)    110 30 30.00522(W)     ADJUSTED  
 MR0836* NAVD 88     -                                                        
 MR0836  ___________________________________________________________________
 MR0836  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 MR0836  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MR0836
 MR0836  HORZ ORDER  -  THIRD
 MR0836
 MR0836.The horizontal coordinates were established by classical geodetic methods
 MR0836.and adjusted by the National Geodetic Survey in January 1997..
 MR0836
 MR0836
 MR0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0836
 MR0836.The geoid height was determined by GEOID03.
 MR0836
 MR0836;                    North         East     Units Scale Factor Converg.
 MR0836;SPC WY W     -   243,414.881   764,675.305   MT  0.99995285   -0 16 59.6
 MR0836;UTM  12      - 4,626,650.736   540,851.785   MT  0.99962054   +0 19 39.6
 MR0836
 MR0836                          SUPERSEDED SURVEY CONTROL
 MR0836
 MR0836  NAD 83(1986)-  41 47 26.36933(N)    110 30 30.00294(W) AD(       ) 4
 MR0836  NAD 27      -  41 47 26.55200(N)    110 30 27.41800(W) AD(       ) 3
 MR0836
 MR0836.Superseded values are not recommended for survey control.
 MR0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0836.See file dsdata.txt to determine how the superseded data were derived.
 MR0836
 MR0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4085226651(NAD 83)
 MR0836
 MR0836  HISTORY     - Date     Condition        Report By
 MR0836  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0836
 MR0836                          STATION DESCRIPTION
 MR0836
 MR0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0836'THE STATION IS ABOUT 1-1/2 MILES EAST OF KEMMERER AND 9-1/2 MILES
 MR0836'WEST-NORTHWEST OF OPAL, ON A NORTH-SOUTH ROCK COVERED RIDGE.
 MR0836'
 MR0836'THE STATION IS A THREE LEGGED LACED STEEL TOWER, 100 FEET HIGH
 MR0836'AND PAINTED RED AND WHITE.
 MR0836'
 MR0836'A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER OF THE
 MR0836'TOWER TO TRIANGULATION STATION KEMM THE DISTANCE BEING 114.99
 MR0836'FEET OR (35.049 METERS) NORTH-NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0360 ***********************************************************************
 OW0360  DESIGNATION -  KENDALL
 OW0360  PID         -  OW0360
 OW0360  STATE/COUNTY-  WY/FREMONT
 OW0360  USGS QUAD   -  KENDALL MOUNTAIN (1993)
 OW0360
 OW0360                         *CURRENT SURVEY CONTROL
 OW0360  ___________________________________________________________________
 OW0360* NAD 83(1993)-  43 11 05.99875(N)    109 54 32.61246(W)     ADJUSTED  
 OW0360* NAVD 88     -      3383.     (meters)   11099.     (feet)  SCALED    
 OW0360  ___________________________________________________________________
 OW0360  LAPLACE CORR-          19.75  (seconds)                    DEFLEC99
 OW0360  GEOID HEIGHT-          -8.99  (meters)                     GEOID03
 OW0360
 OW0360  HORZ ORDER  -  THIRD
 OW0360
 OW0360.The horizontal coordinates were established by classical geodetic methods
 OW0360.and adjusted by the National Geodetic Survey in January 1997..
 OW0360
 OW0360.The orthometric height was scaled from a topographic map.
 OW0360
 OW0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0360
 OW0360.The geoid height was determined by GEOID03.
 OW0360
 OW0360;                    North         East     Units Scale Factor Converg.
 OW0360;SPC WYWC     -   298,857.196   505,778.717   MT  1.00004667   -0 47 35.8
 OW0360;SPC WY W     -   398,219.690   814,166.904   MT  0.99993997   +0 07 09.4
 OW0360;UTM  12      - 4,781,936.664   588,653.910   MT  0.99969668   +0 44 47.9
 OW0360
 OW0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0360!SPC WYWC     -   0.99947122  x   1.00004667  =   0.99951787
 OW0360!SPC WY W     -   0.99947122  x   0.99993997  =   0.99941122
 OW0360!UTM  12      -   0.99947122  x   0.99969668  =   0.99916806
 OW0360
 OW0360                          SUPERSEDED SURVEY CONTROL
 OW0360
 OW0360  NAD 83(1993)-  43 11 05.98748(N)    109 54 32.60565(W) AD(       ) 4
 OW0360  NAD 83(1986)-  43 11 05.98589(N)    109 54 32.59659(W) AD(       ) 4
 OW0360  NAD 27      -  43 11 06.18108(N)    109 54 30.02810(W) AD(       ) 3
 OW0360
 OW0360.Superseded values are not recommended for survey control.
 OW0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0360.See file dsdata.txt to determine how the superseded data were derived.
 OW0360
 OW0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN8865481937(NAD 83)
 OW0360_MARKER: DD = SURVEY DISK
 OW0360_SETTING: 80 = SET IN A BOULDER
 OW0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0360+STABILITY: SURFACE MOTION
 OW0360
 OW0360  HISTORY     - Date     Condition        Report By
 OW0360  HISTORY     - 1905     MONUMENTED       USGS
 OW0360
 OW0360                          STATION DESCRIPTION
 OW0360
 OW0360'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 OW0360'ON THE N. END OF A ROCKY RIDGE AT THE HEAD OF NEW FORK OF GREEN
 OW0360'RIVER, ABOUT 6 MI. E. OF HARDINS RANCH ON GREEN RIVER.  ON ACCOUNT OF
 OW0360'FALLEN TREES AND STEEP ROCKY SLOPES THE STATION IS DIFFICULT TO REACH.
 OW0360'
 OW0360'STATION MARK - BRONZE TABLET CEMENTED IN LARGE BOULDER, OVER WHICH A
 OW0360'ROCK MONUMENT WAS BUILT.
 OW0360'
 OW0360'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0533 ***********************************************************************
 NR0533  DESIGNATION -  KENDRICKS
 NR0533  PID         -  NR0533
 NR0533  STATE/COUNTY-  WY/NATRONA
 NR0533  USGS QUAD   -  ALCOVA (1984)
 NR0533
 NR0533                         *CURRENT SURVEY CONTROL
 NR0533  ___________________________________________________________________
 NR0533* NAD 83(1993)-  42 37 02.94168(N)    106 43 26.00513(W)     ADJUSTED  
 NR0533* NAVD 88     -      1990.0    (meters)    6529.     (feet)  VERTCON   
 NR0533  ___________________________________________________________________
 NR0533  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 NR0533  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 NR0533
 NR0533  HORZ ORDER  -  THIRD
 NR0533
 NR0533.The horizontal coordinates were established by classical geodetic methods
 NR0533.and adjusted by the National Geodetic Survey in January 1997..
 NR0533
 NR0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0533
 NR0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0533
 NR0533.The geoid height was determined by GEOID03.
 NR0533
 NR0533;                    North         East     Units Scale Factor Converg.
 NR0533;SPC WYEC     -   335,343.141   449,998.681   MT  0.99996825   +0 24 45.6
 NR0533;UTM  13      - 4,719,778.811   358,618.257   MT  0.99984593   -1 10 02.8
 NR0533
 NR0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0533!SPC WYEC     -   0.99968998  x   0.99996825  =   0.99965824
 NR0533!UTM  13      -   0.99968998  x   0.99984593  =   0.99953596
 NR0533
 NR0533:                Primary Azimuth Mark                     Grid Az
 NR0533:SPC WYEC     -  ROYCE                                    069 24 47.2
 NR0533:UTM  13      -  ROYCE                                    070 59 35.6
 NR0533
 NR0533|---------------------------------------------------------------------|
 NR0533| PID    Reference Object                     Distance      Geod. Az  |
 NR0533|                                                           dddmmss.s |
 NR0533| NR0539 ROYCE                               APPROX. 3.7 KM 0694932.8 |
 NR0533|---------------------------------------------------------------------|
 NR0533
 NR0533                          SUPERSEDED SURVEY CONTROL
 NR0533
 NR0533  NAD 83(1986)-  42 37 02.92926(N)    106 43 25.98958(W) AD(       ) 3
 NR0533  NGVD 29 (09/08/93) 1989.1    (m)         6526.     (f) VERT ANG       
 NR0533
 NR0533.Superseded values are not recommended for survey control.
 NR0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0533.See file dsdata.txt to determine how the superseded data were derived.
 NR0533
 NR0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH5861819779(NAD 83)
 NR0533_MARKER: DS = TRIANGULATION STATION DISK
 NR0533_SETTING: 0 = UNSPECIFIED SETTING
 NR0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0533
 NR0533  HISTORY     - Date     Condition        Report By
 NR0533  HISTORY     - 1948     MONUMENTED       USGS
 NR0533
 NR0533                          STATION DESCRIPTION
 NR0533
 NR0533'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0533'LOCATED 5 MI. N. OF ALCOVA, 3 MI. W. OF HIGHWAY 220, ON HIGHEST PART
 NR0533'OF RIDGE.
 NR0533'
 NR0533'TO REACH FROM POST OFFICE IN ALCOVA, GO NE. ON HIGHWAY 220 1.95 MI. TO
 NR0533'JUNCTION DIRT RD. LEFT, TAKE LEFT AND GO 0.6 MI. TO TRAIL FORK, KEEP
 NR0533'STRAIGHT (RT.) 0.35 MI. TO WHITE BRIDGE OVER IRRIGATION DITCH, CROSS
 NR0533'BRIDGE AND CONTINUE ON TRAIL 0.1 MI. TO Y-FORK, TURN RIGHT AND AFTER
 NR0533'MAKING THE TURN LOOK DEAD AHEAD TO HIGHEST POINT OF RIDGE AND STATION
 NR0533'SITE APPROXIMATELY 1-1/2 MI., CONTINUE ON TRAIL 0.3 MI. TO EARTH DAM
 NR0533'AND END OF TRAIL, THENCE ON FOOT TO AFORESAID POINT, IT IS ABOUT A 2
 NR0533'HOUR HIKE.
 NR0533'
 NR0533'STATION MARK--STANDARD CAP SET IN ROCK 4 IN. ABOVE GROUND, STAMPED
 NR0533'---KENDRICKS 1948 VABM 6526---.
 NR0533'
 NR0533'REFERENCE MARK NO. 1--STANDARD CAP SET IN ROCK, STAMPED---KENDRICKS
 NR0533'NO. 1---, AND IS 85.4 FT. W. OF STATION N 85 DEGREES
 NR0533'08 MINUTES, SE.
 NR0533'
 NR0533'REFERENCE MARK NO. 2--STANDARD CAP SET IN ROCK, STAMPED---KENDRICKS
 NR0533'NO. 2---, AND IS 66.7 FT. N. OF STATION N 07 DEGREES
 NR0533'56 MINUTES, SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0551 ***********************************************************************
 MP0551  DESIGNATION -  KENNADAY
 MP0551  PID         -  MP0551
 MP0551  STATE/COUNTY-  WY/CARBON
 MP0551  USGS QUAD   -  KENNADAY PEAK (1992)
 MP0551
 MP0551                         *CURRENT SURVEY CONTROL
 MP0551  ___________________________________________________________________
 MP0551* NAD 83(1993)-  41 27 08.63636(N)    106 31 04.90327(W)     ADJUSTED  
 MP0551* NAVD 88     -      3296.7    (meters)   10816.     (feet)  VERTCON   
 MP0551  ___________________________________________________________________
 MP0551  LAPLACE CORR-           8.82  (seconds)                    DEFLEC99
 MP0551  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 MP0551
 MP0551  HORZ ORDER  -  SECOND
 MP0551
 MP0551.The horizontal coordinates were established by classical geodetic methods
 MP0551.and adjusted by the National Geodetic Survey in January 1997..
 MP0551
 MP0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0551
 MP0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0551
 MP0551.The geoid height was determined by GEOID03.
 MP0551
 MP0551;                    North         East     Units Scale Factor Converg.
 MP0551;SPC WYEC     -   206,081.447   468,120.670   MT  0.99999459   +0 32 23.1
 MP0551;UTM  13      - 4,590,091.697   373,206.526   MT  0.99979785   -1 00 18.2
 MP0551
 MP0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0551!SPC WYEC     -   0.99948495  x   0.99999459  =   0.99947954
 MP0551!UTM  13      -   0.99948495  x   0.99979785  =   0.99928291
 MP0551
 MP0551|---------------------------------------------------------------------|
 MP0551| PID    Reference Object                     Distance      Geod. Az  |
 MP0551|                                                           dddmmss.s |
 MP0551| CP5621 KENNADAY RM 1                         5.825 METERS 06604     |
 MP0551| CP5622 KENNADAY RM 2                         7.814 METERS 16231     |
 MP0551| CP5620 KENNADAY AZ MK                                     1971142.6 |
 MP0551|---------------------------------------------------------------------|
 MP0551
 MP0551                          SUPERSEDED SURVEY CONTROL
 MP0551
 MP0551  NAD 83(1986)-  41 27 08.62838(N)    106 31 04.89762(W) AD(       ) 2
 MP0551  NAD 27      -  41 27 08.75100(N)    106 31 02.81200(W) AD(       ) 2
 MP0551  NGVD 29 (07/19/86) 3295.3    (m)        10811.     (f) VERT ANG       
 MP0551
 MP0551.Superseded values are not recommended for survey control.
 MP0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0551.See file dsdata.txt to determine how the superseded data were derived.
 MP0551
 MP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF7320790092(NAD 83)
 MP0551_MARKER: DS = TRIANGULATION STATION DISK
 MP0551_SETTING: 80 = SET IN A BOULDER
 MP0551_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0551
 MP0551  HISTORY     - Date     Condition        Report By
 MP0551  HISTORY     - 1948     MONUMENTED       CGS
 MP0551  HISTORY     - 1959     GOOD             USGS
 MP0551
 MP0551                          STATION DESCRIPTION
 MP0551
 MP0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0551'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 MP0551'PEAK LOCALLY KNOWN AS KENNADAY PEAK, 20 MILES AIR LINE NORTHEAST
 MP0551'OF ENCAMPMENT AND 15 MILES AIR LINE EAST OF SARATOGA.  THE
 MP0551'STATION MARK IS 10 PACES EAST OF THE EAST SIDE OF THE LOOKOUT
 MP0551'HOUSE, 9 PACES NORTHWEST OF THE NORTHWEST LEG OF WIND CHARGER,
 MP0551'PROJECTS 3 INCHES AND STAMPED, KENNADAY 1948.
 MP0551'
 MP0551'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 MP0551'STATION MARK, PROJECTS 4 INCHES AND STAMPED, KENNADAY NO 1
 MP0551'1948.
 MP0551'
 MP0551'REFERENCE MARK NO. 2 IS 10 FEET WEST OF THE NORTHWEST LEG OF
 MP0551'WIND CHARGER, APPROXIMATELY 1 FOOT LOWER THAN THE STATION
 MP0551'MARK, PROJECTS 8 INCHES AND STAMPED, KENNADAY NO 2 1948.
 MP0551'
 MP0551'THE AZIMUTH MARK IS ON THE SOUTH END OF A RIDGE RUNNING SOUTH
 MP0551'FROM THE HIGHEST POINT OF KENNADAY PEAK, 150 FEET NORTHEAST
 MP0551'OF POINT WHERE TELEPHONE LINE TURNS, 3 FEET SOUTHEAST OF CAIRN,
 MP0551'PROJECTS 12 INCHES AND STAMPED, KENNADAY 1948.
 MP0551'
 MP0551'TO REACH THE STATION FROM THE POST OFFICE IN SARATOGA,
 MP0551'GO SOUTH ON STATE HIGHWAY 230 FOR 8.4 MILES TO THE JUNCTION
 MP0551'OF STATE HIGHWAYS 230 AND 130.  TURN LEFT ON STATE HIGHWAY
 MP0551'130 AND GO 10.2 MILES TO A GRAVELED ROAD SHARP LEFT.  TURN LEFT
 MP0551'ON GRAVELED ROAD AND GO 2.55 MILES TO A T ROAD RIGHT.  TURN RIGHT
 MP0551'ACROSS CATTLE GUARD AND GO 0.7 MILE TO A DIM FORK AT FENCE
 MP0551'CORNER.  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 1.7
 MP0551'MILE TO WIRE GATE AND SIGN MEDICINE BOW NATIONAL FOREST
 MP0551'BOUNDARY.  PASS THROUGH GATE AND TURN SHARP LEFT ALONG NORTH SIDE
 MP0551'OF FENCE FOR 0.1 MILE TO CREEK CROSSING AND POST WITHOUT
 MP0551'SIGN.  TURN RIGHT ON VERY DIM TRACKS NORTHEAST LEADING INTO
 MP0551'A WELL DEFINED TRACK ROAD AND FOLLOW TRACK ROAD NORTHEAST
 MP0551'IN GENERAL DIRECTION OF TELEPHONE LINE FOR 2.7 MILES TO END
 MP0551'OF TRUCK TRAVEL (A JEEP CAN BE DRIVEN ABOUT 0.5 MILE
 MP0551'FURTHER ALONG TRAIL).  HERE PACK ALONG WELL DEFINED
 MP0551'FOREST SERVICE TRAIL FOR ABOUT 2.5 MILES TO THE HIGHEST
 MP0551'POINT, LOOKOUT HOUSE AND STATION.  A 2-HOUR PACK.
 MP0551
 MP0551                          STATION RECOVERY (1959)
 MP0551
 MP0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0551'STATION RECOVERED IN GOOD CONDITION.
 MP0551'
 MP0551'TO REACH FROM THE POST OFFICE IN SARATOGA, GO WEST ONE BLOCK
 MP0551'TO WYOMING STATE HIGHWAY 130, PROCEED SOUTH 9 MILES ALONG
 MP0551'STATE HIGHWAY 130 TO JUNCTION OF HIGHWAYS 130 AND 230, PROCEED
 MP0551'ALONG STATE HIGHWAY 130 10.5 MILES TO ROAD FORK, TAKE ROAD
 MP0551'LEFT 6.2 MILES ALONG NORTH BRUSH CREEK TO FISH CREEK, TAKE
 MP0551'LEFT FORK 6.9 MILES TO KENNADAY FIRE LOOKOUT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0550 ***********************************************************************
 MP0550  DESIGNATION -  KENNADAY LOOKOUT HOUSE
 MP0550  PID         -  MP0550
 MP0550  STATE/COUNTY-  WY/CARBON
 MP0550  USGS QUAD   -  KENNADAY PEAK (1992)
 MP0550
 MP0550                         *CURRENT SURVEY CONTROL
 MP0550  ___________________________________________________________________
 MP0550* NAD 83(1993)-  41 27 08.66551(N)    106 31 05.37453(W)     ADJUSTED  
 MP0550* NAVD 88     -      3296.     (meters)   10814.     (feet)  SCALED    
 MP0550  ___________________________________________________________________
 MP0550  LAPLACE CORR-           8.84  (seconds)                    DEFLEC99
 MP0550  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 MP0550
 MP0550  HORZ ORDER  -  THIRD
 MP0550
 MP0550.The horizontal coordinates were established by classical geodetic methods
 MP0550.and adjusted by the National Geodetic Survey in January 1997..
 MP0550
 MP0550.The orthometric height was scaled from a topographic map.
 MP0550
 MP0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0550
 MP0550.The geoid height was determined by GEOID03.
 MP0550
 MP0550;                    North         East     Units Scale Factor Converg.
 MP0550;SPC WYEC     -   206,082.243   468,109.724   MT  0.99999457   +0 32 22.8
 MP0550;UTM  13      - 4,590,092.788   373,195.608   MT  0.99979788   -1 00 18.5
 MP0550
 MP0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0550!SPC WYEC     -   0.99948500  x   0.99999457  =   0.99947957
 MP0550!UTM  13      -   0.99948500  x   0.99979788  =   0.99928298
 MP0550
 MP0550                          SUPERSEDED SURVEY CONTROL
 MP0550
 MP0550  NAD 83(1986)-  41 27 08.65753(N)    106 31 05.36888(W) AD(       ) 4
 MP0550  NAD 27      -  41 27 08.78000(N)    106 31 03.28300(W) AD(       ) 3
 MP0550
 MP0550.Superseded values are not recommended for survey control.
 MP0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0550.See file dsdata.txt to determine how the superseded data were derived.
 MP0550
 MP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF7319690093(NAD 83)
 MP0550_MARKER: 73 = LOOKOUT HOUSE
 MP0550
 MP0550  HISTORY     - Date     Condition        Report By
 MP0550  HISTORY     - 1948     FIRST OBSERVED   CGS
 MP0550
 MP0550                          STATION DESCRIPTION
 MP0550
 MP0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0550'THIS FOREST SERVICE LOOKOUT HOUSE IS ABOUT 15-FEET SQUARE AND IS
 MP0550'ABOUT 12 FEET HIGH.  IT IS LOCATED ON THE HIGHEST POINT OF
 MP0550'KENNADAY PEAK.  KENNADAY PEAK IS A PROMINENT MOUNTAIN HAVING
 MP0550'TIMBER ON ALL SLOPES BUT IS BARE ON THE HIGHEST PART.  IT
 MP0550'IS ABOUT 15 MILES AIR LINE EAST OF SARATOGA AND ABOUT 10 MILES
 MP0550'AIR LINE WEST OF THE CARBON-ALBANY COUNTY LINE.
 MP0550'
 MP0550'LEVEL AND TRAVERSE CONNECTION MADE FROM TRIANGULATION STATION
 MP0550'KENNADAY 1948.
 MP0550'
 MP0550'THE CENTER OF THE TOP WAS THE POINT MEASURED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0535 ***********************************************************************
 MQ0535  DESIGNATION -  KENT
 MQ0535  PID         -  MQ0535
 MQ0535  STATE/COUNTY-  WY/SWEETWATER
 MQ0535  USGS QUAD   -  ERICKSON-KENT RANCH (1978)
 MQ0535
 MQ0535                         *CURRENT SURVEY CONTROL
 MQ0535  ___________________________________________________________________
 MQ0535* NAD 83(1993)-  41 09 35.66243(N)    108 45 46.31941(W)     ADJUSTED  
 MQ0535* NAVD 88     -      2388.4    (meters)    7836.     (feet)  VERTCON   
 MQ0535  ___________________________________________________________________
 MQ0535  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 MQ0535  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MQ0535
 MQ0535  HORZ ORDER  -  THIRD
 MQ0535
 MQ0535.The horizontal coordinates were established by classical geodetic methods
 MQ0535.and adjusted by the National Geodetic Survey in January 1997..
 MQ0535
 MQ0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0535
 MQ0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0535
 MQ0535.The geoid height was determined by GEOID03.
 MQ0535
 MQ0535;                    North         East     Units Scale Factor Converg.
 MQ0535;SPC WYWC     -    73,278.499   598,920.162   MT  0.99993751   -0 00 30.5
 MQ0535;UTM  12      - 4,558,920.818   687,697.370   MT  1.00003361   +1 28 22.2
 MQ0535
 MQ0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0535!SPC WYWC     -   0.99962777  x   0.99993751  =   0.99956531
 MQ0535!UTM  12      -   0.99962777  x   1.00003361  =   0.99966137
 MQ0535
 MQ0535:                Primary Azimuth Mark                     Grid Az
 MQ0535:SPC WYWC     -  RIM                                      001 16 01.1
 MQ0535:UTM  12      -  RIM                                      359 47 08.4
 MQ0535
 MQ0535|---------------------------------------------------------------------|
 MQ0535| PID    Reference Object                     Distance      Geod. Az  |
 MQ0535|                                                           dddmmss.s |
 MQ0535| MQ0538 RIM                                 APPROX.13.6 KM 0011530.6 |
 MQ0535|---------------------------------------------------------------------|
 MQ0535
 MQ0535                          SUPERSEDED SURVEY CONTROL
 MQ0535
 MQ0535  NAD 83(1986)-  41 09 35.65273(N)    108 45 46.31541(W) AD(       ) 3
 MQ0535  NGVD 29 (10/23/89) 2387.0    (m)         7831.     (f) VERT ANG       
 MQ0535
 MQ0535.Superseded values are not recommended for survey control.
 MQ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0535.See file dsdata.txt to determine how the superseded data were derived.
 MQ0535
 MQ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL8769758921(NAD 83)
 MQ0535_MARKER: DS = TRIANGULATION STATION DISK
 MQ0535_SETTING: 0 = UNSPECIFIED SETTING
 MQ0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0535
 MQ0535  HISTORY     - Date     Condition        Report By
 MQ0535  HISTORY     - 1963     MONUMENTED       USGS
 MQ0535
 MQ0535                          STATION DESCRIPTION
 MQ0535
 MQ0535'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MQ0535'STATION LOCATED 30.75 MI. S. AND 25.0 MI. E. OF ROCK SPRINGS, WYOMING,
 MQ0535'11.5 MI. N. AND 5.5 MI. W. OF POST OFFICE AT HIAWATHA, COLORADO, NEAR
 MQ0535'1/4 CORNER OF SECTIONS 27 AND 34, T 14 N, R 101 W, ABOUT 500 FT. N. OF
 MQ0535'TRACK RD., ON SMALL TOP, ABOUT 50 FT. S. OF THE EDGE OF PROMINENT
 MQ0535'BLUFF.
 MQ0535'
 MQ0535'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP, STAMPED---KENT-ET
 MQ0535'1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0444 ***********************************************************************
 OU0444  DESIGNATION -  KERMIT
 OU0444  PID         -  OU0444
 OU0444  STATE/COUNTY-  WY/CAMPBELL
 OU0444  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0444
 OU0444                         *CURRENT SURVEY CONTROL
 OU0444  ___________________________________________________________________
 OU0444* NAD 83(1993)-  43 41 19.96578(N)    105 49 48.77840(W)     ADJUSTED  
 OU0444* NAVD 88     -      1698.6    (meters)    5573.     (feet)  VERTCON   
 OU0444  ___________________________________________________________________
 OU0444  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 OU0444  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 OU0444  OBS GRAVITY -     979,994.0   (mgal)                       GRAV_OBS
 OU0444
 OU0444  HORZ ORDER  -  THIRD
 OU0444
 OU0444.The horizontal coordinates were established by classical geodetic methods
 OU0444.and adjusted by the National Geodetic Survey in January 1997..
 OU0444
 OU0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0444
 OU0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0444
 OU0444.The geoid height was determined by GEOID03.
 OU0444.The observed gravity was obtained from relative gravimeter ties
 OU0444.to the IGSN71 gravity network.
 OU0444
 OU0444;                    North         East     Units Scale Factor Converg.
 OU0444;SPC WY E     -   354,397.089   146,505.186   MT  0.99997269   -0 27 30.1
 OU0444;UTM  13      - 4,837,653.156   433,091.209   MT  0.99965506   -0 34 24.6
 OU0444
 OU0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0444!SPC WY E     -   0.99973599  x   0.99997269  =   0.99970869
 OU0444!UTM  13      -   0.99973599  x   0.99965506  =   0.99939115
 OU0444
 OU0444:                Primary Azimuth Mark                     Grid Az
 OU0444:SPC WY E     -  CAMBLIN                                  327 17 55.7
 OU0444:UTM  13      -  CAMBLIN                                  327 24 50.2
 OU0444
 OU0444|---------------------------------------------------------------------|
 OU0444| PID    Reference Object                     Distance      Geod. Az  |
 OU0444|                                                           dddmmss.s |
 OU0444| OU0446 CAMBLIN                             APPROX. 5.3 KM 3265025.6 |
 OU0444|---------------------------------------------------------------------|
 OU0444
 OU0444                          SUPERSEDED SURVEY CONTROL
 OU0444
 OU0444  NAD 83(1986)-  43 41 19.94653(N)    105 49 48.75358(W) AD(       ) 3
 OU0444  NAD 27      -  43 41 20.04420(N)    105 49 46.73641(W) AD(       ) 3
 OU0444  NGVD 29 (07/19/86) 1697.8    (m)         5570.     (f) VERT ANG       
 OU0444
 OU0444.Superseded values are not recommended for survey control.
 OU0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0444.See file dsdata.txt to determine how the superseded data were derived.
 OU0444
 OU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ3309137653(NAD 83)
 OU0444_MARKER: DD = SURVEY DISK
 OU0444_SETTING: 66 = SET IN ROCK OUTCROP
 OU0444_SP_SET: SET IN ROCK OUTCROP
 OU0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0444+STABILITY: POSITION/ELEVATION WELL
 OU0444
 OU0444  HISTORY     - Date     Condition        Report By
 OU0444  HISTORY     - 1952     MONUMENTED       USGS
 OU0444
 OU0444                          STATION DESCRIPTION
 OU0444
 OU0444'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0444'STATION IS LOCATED ON A PROMINENT KNOLL, N-NW. OF PINE TREE.
 OU0444'
 OU0444'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 387 AND STATE SECONDARY
 OU0444'109 AT PINE TREE, GO N. ON SECONDARY 109 FOR 4.0 MI., TURN LEFT (W.)
 OU0444'THROUGH GATE AT E-W. FENCE AND GO 1.1 MI. TO GATE IN N-S. FENCE,
 OU0444'THROUGH GATE AND GO S., PAST WINDMILL, FOR 1.0 MI. TO E-W. RD.,
 OU0444'THEN W. FOR 0.9 MI. TO GATE IN N-S. FENCE, THROUGH GATE AND GO 0.3
 OU0444'MI. N-NW. TO GATE IN E-W. FENCE, THROUGH GATE AND 0.3 MI. TO TOP OF
 OU0444'KNOLL AND STATION.
 OU0444'
 OU0444'STATION MARK--STANDARD TABLET, IN ROCK, STAMPED ---KERMIT 1952---.
 OU0444'
 OU0444'REFERENCE MARK NO. 1--A 5 FT. REINFORCING ROD, PROTRUDING ABOUT 2
 OU0444'IN. ABOVE GROUND, 78.23 FT. DISTANT, N 18 DEG 34 MIN E.
 OU0444'
 OU0444'REFERENCE MARK NO. 2--A STANDARD TABLET, IN ROCK, 98.01 FT. DISTANT,
 OU0444'S 08 DEG 31 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0416 ***********************************************************************
 OW0416  DESIGNATION -  KEW 1
 OW0416  PID         -  OW0416
 OW0416  STATE/COUNTY-  WY/FREMONT
 OW0416  USGS QUAD   -  PAVILLION SE (1978)
 OW0416
 OW0416                         *CURRENT SURVEY CONTROL
 OW0416  ___________________________________________________________________
 OW0416* NAD 83(1993)-  43 00 10.54596(N)    108 30 14.25205(W)     ADJUSTED  
 OW0416* NAVD 88     -      1610.0    (meters)    5282.     (feet)  VERTCON   
 OW0416  ___________________________________________________________________
 OW0416  LAPLACE CORR-          -8.75  (seconds)                    DEFLEC99
 OW0416  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 OW0416
 OW0416  HORZ ORDER  -  THIRD
 OW0416
 OW0416.The horizontal coordinates were established by classical geodetic methods
 OW0416.and adjusted by the National Geodetic Survey in January 1997..
 OW0416
 OW0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0416
 OW0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0416
 OW0416.The geoid height was determined by GEOID03.
 OW0416
 OW0416;                    North         East     Units Scale Factor Converg.
 OW0416;SPC WYWC     -   278,008.573   620,060.227   MT  0.99994245   +0 10 04.1
 OW0416;UTM  12      - 4,764,163.482   703,443.118   MT  1.00010920   +1 42 10.7
 OW0416
 OW0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0416!SPC WYWC     -   0.99974971  x   0.99994245  =   0.99969217
 OW0416!UTM  12      -   0.99974971  x   1.00010920  =   0.99985888
 OW0416
 OW0416:                Primary Azimuth Mark                     Grid Az
 OW0416:SPC WYWC     -  EROSION                                  353 22 36.7
 OW0416:UTM  12      -  EROSION                                  351 50 30.1
 OW0416
 OW0416|---------------------------------------------------------------------|
 OW0416| PID    Reference Object                     Distance      Geod. Az  |
 OW0416|                                                           dddmmss.s |
 OW0416| OW0281 EROSION                             APPROX. 8.0 KM 3533240.8 |
 OW0416|---------------------------------------------------------------------|
 OW0416
 OW0416                          SUPERSEDED SURVEY CONTROL
 OW0416
 OW0416  NAD 83(1986)-  43 00 10.53466(N)    108 30 14.25495(W) AD(       ) 3
 OW0416  NGVD 29 (11/06/89) 1609.0    (m)         5279.     (f) VERT ANG       
 OW0416
 OW0416.Superseded values are not recommended for survey control.
 OW0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0416.See file dsdata.txt to determine how the superseded data were derived.
 OW0416
 OW0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0344364163(NAD 83)
 OW0416_MARKER: DS = TRIANGULATION STATION DISK
 OW0416_SETTING: 0 = UNSPECIFIED SETTING
 OW0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0416
 OW0416  HISTORY     - Date     Condition        Report By
 OW0416  HISTORY     - 1948     MONUMENTED       USGS
 OW0416
 OW0416                          STATION DESCRIPTION
 OW0416
 OW0416'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0416'LOCATED ABOUT 8 MI. NE. OF HUDSON ON TOP OF MESA AND ABOUT 30 FT. TO
 OW0416'RIGHT (E.) OF RD. FORK.
 OW0416'
 OW0416'TO REACH FROM HUDSON CENTER OF TOWN NEAR POST OFFICE, DRIVE N. ON
 OW0416'WYOMING STATE HIGHWAY 320, 7.1 MI. TO GRAVEL T-RD. RUNNING TO
 OW0416'ARAPAHOE ON LEFT.  TURN LEFT (W.) AND DRIVE 0.8 MI. TO DIRT Y-RD.
 OW0416'AT SCHOOL.  TURN RIGHT (N.) AND DRIVE N. AND NE. 1.5 MI. TO WELL
 OW0416'TRAVELED GRADED GRAVEL CROSSROAD.  TURN LEFT AT CROSSROAD AND
 OW0416'DRIVE SOUTHWESTERLY 1.0 MI. TO DIRT CROSSROAD.  TURN RIGHT (N.)
 OW0416'CROSSING DITCH AND DRIVE N. 1.5 MI. TO DIRT --Y-- IN RD. AND STATION
 OW0416'SITE.  STATION IS ABOUT 30 FT. TO RIGHT (E.) OF --Y-- IN RD.
 OW0416'
 OW0416'STATION MARK--STANDARD TABLET SET IN SANDSTONE BOULDER BURIED IN
 OW0416'GROUND AND STAMPED---KEW-1 1948 VABM 5279---.
 OW0416'
 OW0416'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER STAMPED
 OW0416'---U.S.G.S.B.M.---, SET IN CONCRETE POST AND BURIED IN GROUND, 20.45
 OW0416'FT. N. OF STATION, N 06 DEGREES 13 MINUTES, SW.
 OW0416'
 OW0416'REFERENCE MARK NO. 2--1/2 IN. IRON PIPE DRIVEN INTO GROUND, 20.91 FT.
 OW0416'E. OF STATION, N 84 DEGREES 20 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0358 ***********************************************************************
 OV0358  DESIGNATION -  KIDD
 OV0358  PID         -  OV0358
 OV0358  STATE/COUNTY-  WY/NATRONA
 OV0358  USGS QUAD   -  BIG SULFUR DRAW (1976)
 OV0358
 OV0358                         *CURRENT SURVEY CONTROL
 OV0358  ___________________________________________________________________
 OV0358* NAD 83(1993)-  43 19 27.98172(N)    106 50 21.25718(W)     ADJUSTED  
 OV0358* NAVD 88     -      1930.     (meters)    6332.     (feet)  SCALED    
 OV0358  ___________________________________________________________________
 OV0358  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 OV0358  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 OV0358
 OV0358  HORZ ORDER  -  FIRST
 OV0358
 OV0358.The horizontal coordinates were established by classical geodetic methods
 OV0358.and adjusted by the National Geodetic Survey in January 1997..
 OV0358
 OV0358.The orthometric height was scaled from a topographic map.
 OV0358
 OV0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0358
 OV0358.The geoid height was determined by GEOID03.
 OV0358
 OV0358;                    North         East     Units Scale Factor Converg.
 OV0358;SPC WYEC     -   413,813.966   440,073.902   MT  0.99995725   +0 20 20.5
 OV0358;UTM  13      - 4,798,486.796   350,876.364   MT  0.99987355   -1 15 43.9
 OV0358
 OV0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0358!SPC WYEC     -   0.99969942  x   0.99995725  =   0.99965668
 OV0358!UTM  13      -   0.99969942  x   0.99987355  =   0.99957301
 OV0358
 OV0358:                Primary Azimuth Mark                     Grid Az
 OV0358:SPC WYEC     -  KIDD AZ MK                               053 47 26.1
 OV0358:UTM  13      -  KIDD AZ MK                               055 23 30.5
 OV0358
 OV0358|---------------------------------------------------------------------|
 OV0358| PID    Reference Object                     Distance      Geod. Az  |
 OV0358|                                                           dddmmss.s |
 OV0358| CP5626 KIDD AZ MK                                         0540746.6 |
 OV0358| CP5627 KIDD RM 1                            10.631 METERS 18826     |
 OV0358| CP5628 KIDD RM 2                             5.766 METERS 26302     |
 OV0358|---------------------------------------------------------------------|
 OV0358
 OV0358                          SUPERSEDED SURVEY CONTROL
 OV0358
 OV0358  NAD 83(1986)-  43 19 27.96143(N)    106 50 21.23387(W) AD(       ) 1
 OV0358  NAD 27      -  43 19 28.08200(N)    106 50 19.03700(W) AD(       ) 1
 OV0358
 OV0358.Superseded values are not recommended for survey control.
 OV0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0358.See file dsdata.txt to determine how the superseded data were derived.
 OV0358
 OV0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH5087698487(NAD 83)
 OV0358_MARKER: DS = TRIANGULATION STATION DISK
 OV0358_SETTING: 66 = SET IN ROCK OUTCROP
 OV0358
 OV0358  HISTORY     - Date     Condition        Report By
 OV0358  HISTORY     - 1938     MONUMENTED       CGS
 OV0358  HISTORY     - 1968     GOOD             USGS
 OV0358
 OV0358                          STATION DESCRIPTION
 OV0358
 OV0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0358'STATION IS LOCATED 28 MILES W OF MIDWEST AND 21 MILES N OF
 OV0358'CHICAGO, BURLINGTON AND QUINCY RAILROAD ON THE N EDGE OF THE
 OV0358'SOUTHERN ONE OF TWO GAPS IN THE HIGHEST PART OF THE RANGE OF
 OV0358'BADLAND HILLS BETWEEN WILLOW CREEK AND THE SOUTH FORK OF THE
 OV0358'POWDER RIVER APPROXIMATELY 5 MILES AIRLINE S OF THE KIDD RANCH
 OV0358'ON A RIDGE RUNNING N AND S.
 OV0358'
 OV0358'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 OV0358'HOLE IN OUTCROPPING BEDROCK.  REFERENCE
 OV0358'MARKS ARE STANDARD BRONZE DISKS WEDGED IN A DRILL HOLE.
 OV0358'
 OV0358'STATION IS REACHED AS FOLLOWS--FROM ARMINTO GO N ON MAIN-TRAVELED
 OV0358'ROAD 1.3 MILES TO A SIDE ROAD TO LEFT AT SIGN BADWATER AND
 OV0358'DAVIS RANCH, CONTINUE STRAIGHT AHEAD N AND GO 13.3 MILES TO
 OV0358'JUNCTION OF THREE GRADED ROADS, ONE ROAD TURNS SHARP RIGHT
 OV0358'AND THE OTHER TWO MAKE A Y-FORK WITH SIGN IN FORK BIG HORN
 OV0358'MOUNTAINS.  TAKE THE RIGHT FORK OF THE Y JUST TO THE RIGHT
 OV0358'OF THE SIGN AND FOLLOW MAIN-TRAVELED ROAD N ALONG BUFFALO
 OV0358'CREEK CANYON AND GO 8.3 MILES PASSING THROUGH SEVERAL GATES
 OV0358'AND CATTLE GUARDS TO A SIGN PRIVATE ROAD.  TAKE LEFT FORK
 OV0358'AND GO 1.3 MILES TO ANOTHER FORK, TAKE LEFT FORK AND GO 0.3
 OV0358'MILES TO SOME LARGE SHEEP CORRALS AND CORRUGATED IRON
 OV0358'SHEARING SHEDS ON THE LEFT, TAKE ROAD N AT THE E END OF THE
 OV0358'SHEDS AND FOLLOW MAIN-TRAVELED ROAD 1.6 MILES TO WHERE MAIN
 OV0358'ROAD TURNS E IN A WIDE FENCED IN RIGHT AWAY, TAKE THIS ROAD
 OV0358'E AND GO 2.4 MILES TO TOP OF TWO SHARP SWITCH-BACKS UP
 OV0358'THE N FACE OF THE BUTTE.  CONTINUE E ON ROAD TO CREEK
 OV0358'6.5 MILES AWAY.  CONTINUE 1.9 MILES TO THE TOP OF DIVIDE,
 OV0358'GO E 2.3 MILES FARTHER TO AN UNIMPROVED ROAD ON THE
 OV0358'RIGHT, TURN RIGHT, S, AND GO 2.4 MILES TO A LOG CABIN ON THE
 OV0358'E, CONTINUE S 1.6 MILES TO THE TOP OF RIDGE WHERE ROAD
 OV0358'GOES INTO CANYON, GO S 1.2 MILES PASSING THROUGH CANYON
 OV0358'TO STATION.  STATION IS ON THE N EDGE OF THE NEXT CANYON.
 OV0358'
 OV0358'AZIMUTH MARK IS 25 FEET LEFT OF ROAD AND ABOUT 40 FEET E
 OV0358'OF TURN IN ROAD WHICH LEADS DOWN IN CANYON, AND 1.2 MILES N OF
 OV0358'STATION.
 OV0358'
 OV0358'HEIGHT OF LIGHT ABOVE STATION MARK - 0.5 METER.
 OV0358
 OV0358                          STATION RECOVERY (1968)
 OV0358
 OV0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (WW)
 OV0358'TO REACH THE STATION FROM CASPER, GO NORTHWEST ON U.S. HWYS
 OV0358'20 AND 26 FOR ABOUT 16.5 MI. TO THE JCT. WITH THE BUCKNAM ROAD.
 OV0358'TURN RIGHT, N., ON PAVED BUCKNAM ROAD AND GO 10.4 MI. TO THE
 OV0358'JCT. WITH 33 MILE ROAD, CONTINUE NORTH ON 33 MILE ROAD FOR
 OV0358'21.4 MILES TO THE JCT., WITH LONE BEAR ROAD, BEAR LEFT, NW,
 OV0358'ON 33 MILE ROAD 1.6 MI. TO JCT. WITH RD. LEFT TO YOUNG RANCH,
 OV0358'CONTINUE ON RIGHT FORK (33 MILE ROAD) 1.6 MI. TO TRACK ROAD
 OV0358'CROSSING 33 MILE RD., CONTINUE 730 FT TO A DIM SELDON USED
 OV0358'TRACK ROAD CROSSING.  TURN LEFT ON DIM TRACK ROAD AND GO
 OV0358'ALMOST DUE SW STAYING ON THE MAIN TRAVELED ROAD AND STAYING
 OV0358'GENERALLY ON TOP OF THE RIDGE FOR 4.3 MILES TO A GATE (THIS
 OV0358'IS THE 3RD OR 4TH GATE) (THE BRASS CAP 1/4 CORNER BETWEEN
 OV0358'SECTIONS 20 AND 21, T39N, R83W IS 15 FEET NORTH OF THIS
 OV0358'GATE) GO THROUGH GATE AND CONTINUE ABOUT 600 FEET TO THE
 OV0358'AZIMUTH MARK ON THE LEFT, TURN LEFT HERE ON A VERY DIM
 OV0358'TRACK ROAD AND GO SOUTH, DOWN VERY STEEP GRADE (WILL NEED 4
 OV0358'WHEEL DRIVE TO GET BACK UP HERE) 0.2 MI. TO SADDLE, CONTINUE
 OV0358'WESTERLY ON TRACK ROAD FOR 0.7 MI. TO A SHARP TURN TO THE
 OV0358'RIGHT.  THE STATION IS ABOUT 650 FEET S-SW OF THIS POINT
 OV0358'NEAR THE SW EDGE OF THE RIDGE.  A FENCE WITH NO GATE
 OV0358'PREVENTS A VEHICLE FROM GETTING CLOSER THAN ABOUT 300 FEET
 OV0358'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0452 ***********************************************************************
 PV0452  DESIGNATION -  KILPATRICK
 PV0452  PID         -  PV0452
 PV0452  STATE/COUNTY-  WY/CROOK
 PV0452  USGS QUAD   -  SHEPARD RESERVOIR (1984)
 PV0452
 PV0452                         *CURRENT SURVEY CONTROL
 PV0452  ___________________________________________________________________
 PV0452* NAD 83(1993)-  44 53 19.44496(N)    104 11 14.20625(W)     ADJUSTED  
 PV0452* NAVD 88     -      1079.252  (meters)    3540.85   (feet)  ADJUSTED  
 PV0452  ___________________________________________________________________
 PV0452  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 PV0452  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 PV0452  DYNAMIC HT  -        1078.972 (meters)    3539.93  (feet)  COMP
 PV0452  MODELED GRAV-     980,319.6   (mgal)                       NAVD 88
 PV0452
 PV0452  HORZ ORDER  -  SECOND
 PV0452  VERT ORDER  -  FIRST     CLASS II
 PV0452
 PV0452.The horizontal coordinates were established by classical geodetic methods
 PV0452.and adjusted by the National Geodetic Survey in January 1998..
 PV0452
 PV0452.The orthometric height was determined by differential leveling
 PV0452.and adjusted by the National Geodetic Survey in July 1998..
 PV0452
 PV0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0452
 PV0452.The geoid height was determined by GEOID03.
 PV0452
 PV0452.The dynamic height is computed by dividing the NAVD 88
 PV0452.geopotential number by the normal gravity value computed on the
 PV0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0452.degrees latitude (g = 980.6199 gals.).
 PV0452
 PV0452.The modeled gravity was interpolated from observed gravity values.
 PV0452
 PV0452;                    North         East     Units Scale Factor Converg.
 PV0452;SPC WY E     -   487,966.842   277,366.072   MT  1.00001108   +0 41 28.4
 PV0452;SPC SD N     -   125,830.745   269,374.184   MT  0.99994311   -2 57 48.6
 PV0452;SPC SD N     -   412,829.70    883,771.80   sFT  0.99994311   -2 57 48.6
 PV0452;SPC MT       -    85,228.307 1,019,408.154   MT  1.00006859   +3 53 10.6
 PV0452;SPC MT       -   279,620.43  3,344,514.94   iFT  1.00006859   +3 53 10.6
 PV0452;UTM  13      - 4,970,911.601   564,178.669   MT  0.99965065   +0 34 24.9
 PV0452
 PV0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0452!SPC WY E     -   0.99983316  x   1.00001108  =   0.99984423
 PV0452!SPC SD N     -   0.99983316  x   0.99994311  =   0.99977628
 PV0452!SPC MT       -   0.99983316  x   1.00006859  =   0.99990173
 PV0452!UTM  13      -   0.99983316  x   0.99965065  =   0.99948386
 PV0452
 PV0452|---------------------------------------------------------------------|
 PV0452| PID    Reference Object                     Distance      Geod. Az  |
 PV0452|                                                           dddmmss.s |
 PV0452| AC6360 KILPATRICK RM 1                      10.047 METERS 10324     |
 PV0452| AD8800 KILPATRICK AZ MK                                   3230305.8 |
 PV0452| AC6359 KILPATRICK RM 2                       7.939 METERS 35740     |
 PV0452|---------------------------------------------------------------------|
 PV0452
 PV0452                          SUPERSEDED SURVEY CONTROL
 PV0452
 PV0452  NAD 83(1993)-  44 53 19.44234(N)    104 11 14.20638(W) AD(       ) 2
 PV0452  NAD 83(1986)-  44 53 19.43372(N)    104 11 14.19972(W) AD(       ) 2
 PV0452  NAD 27      -  44 53 19.48400(N)    104 11 12.40800(W) AD(       ) 2
 PV0452  NGVD 29 (07/19/86) 1078.7    (m)         3539.     (f) VERT ANG       
 PV0452
 PV0452.Superseded values are not recommended for survey control.
 PV0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0452.See file dsdata.txt to determine how the superseded data were derived.
 PV0452
 PV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK6417970912(NAD 83)
 PV0452_MARKER: DS = TRIANGULATION STATION DISK
 PV0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0452_STAMPING: KILPATRICK 1949
 PV0452_MARK LOGO: CGS   
 PV0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0452+STABILITY: SURFACE MOTION
 PV0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0452+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 PV0452
 PV0452  HISTORY     - Date     Condition        Report By
 PV0452  HISTORY     - 1949     MONUMENTED       CGS
 PV0452  HISTORY     - 1984     GOOD             LOCENG
 PV0452  HISTORY     - 19950930 GOOD             NGS
 PV0452
 PV0452                          STATION DESCRIPTION
 PV0452
 PV0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0452'THE STATION IS JUST NORTH OF THE U.S. HIGHWAY 212 RIGHT OF
 PV0452'WAY IN THE ROLLING LOWLANDS ABOUT 15 MILES SOUTHEAST OF THE
 PV0452'VILLAGE OF ALZADA, 25 MILES NORTHEAST OF THE VILLAGE OF HULETT,
 PV0452'AND ABOUT 23 MILES NORTHWEST OF THE TOWN OF BELLE FOURCHE.
 PV0452'
 PV0452'THE STATION CAN BE REACHED FROM THE INTERSECTION OF STATE STREET
 PV0452'AND SIXTH AVENUE IN BELLE FOURCHE BY GOING NORTH ON U.S.
 PV0452'HIGHWAY 212 AND 85 FOR 0.5 MILE TO A FORK.  TAKE THE LEFT FORK,
 PV0452'NORTHWEST, AND FOLLOW U.S. HIGHWAY 212 FOR 21.2 MILES TO THE
 PV0452'STATION ON THE RIGHT.
 PV0452'
 PV0452'THE AZIMUTH MARK CAN BE REACHED FROM THE STATION BY GOING
 PV0452'NORTHWEST ON THE HIGHWAY FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 PV0452'
 PV0452'THE STATION MARK, STAMPED KILPATRICK 1949, IS A STANDARD STATION
 PV0452'MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH CONCRETE
 PV0452'POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 PV0452'GROUND.  IT IS 9 FEET NORTHEAST OF A WIRE FENCE, 10 FEET EAST
 PV0452'OF A WHITE WITNESS POST, AND 78 FEET NORTHEAST OF THE CENTER OF
 PV0452'THE HIGHWAY.
 PV0452'
 PV0452'REFERENCE MARK NUMBER 1, STAMPED KILPATRICK NO 1 1949, IS A
 PV0452'STANDARD REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 X
 PV0452'10 INCH CONCRETE POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 PV0452'SURFACE OF THE GROUND.  IT IS 28 FEET NORTHEAST OF A WIRE
 PV0452'FENCE AND 97 FEET NORTHEAST OF THE HIGHWAY.
 PV0452'
 PV0452'REFERENCE MARK NUMBER 2, STAMPED KILPATRICK NO 2 1949, IS A
 PV0452'STANDARD REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 X
 PV0452'10 INCH CONCRETE POST THAT PROJECTS ABOUT 5 INCHES ABOVE
 PV0452'THE SURFACE OF THE GROUND.  IT IS 21 FEET NORTHEAST OF THE
 PV0452'WIRE FENCE AND 90 FEET NORTHEAST OF THE HIGHWAY.
 PV0452'
 PV0452'THE AZIMUTH MARK, STAMPED KILPATRICK 1949, IS A STANDARD AZIMUTH
 PV0452'MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST
 PV0452'THAT PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 PV0452'IT IS 8 FEET SOUTHEAST OF A WHITE WITNESS POST, 0.9 FOOT
 PV0452'SOUTHWEST OF THE WIRE FENCE, AND 76 FEET SOUTHWEST OF THE
 PV0452'CENTER OF THE HIGHWAY.
 PV0452'
 PV0452'HEIGHT OF LIGHT ABOVE STATION MARK 1.15 METERS.
 PV0452
 PV0452                          STATION RECOVERY (1984)
 PV0452
 PV0452'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (MLC)
 PV0452'KILPATRICK 1949 RECOVERED GOOD.
 PV0452'
 PV0452'KILPATRICK NO 1 RECOVERED GOOD.
 PV0452'
 PV0452'KILPATRICK NO 2 RECOVERED GOOD.
 PV0452'
 PV0452'DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SOUTHEAST OF
 PV0452'ALZADA.
 PV0452
 PV0452                          STATION RECOVERY (1995)
 PV0452
 PV0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 PV0452'23.9 KM (14.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 PV0452'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 317.0 M (1040.0 FT)
 PV0452'NORTHWEST OF AN AIR FORCE INSTALLATION, 23.8 M (78.1 FT) NORTHEAST OF
 PV0452'THE HIGHWAY CENTERLINE, 2.7 M (8.9 FT) NORTHEAST OF A WITNESS POST AND
 PV0452'FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 PV0452'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD8800 ***********************************************************************
 AD8800  DESIGNATION -  KILPATRICK AZ MK
 AD8800  PID         -  AD8800
 AD8800  STATE/COUNTY-  WY/CROOK
 AD8800  USGS QUAD   -  SHEPARD RESERVOIR (1984)
 AD8800
 AD8800                         *CURRENT SURVEY CONTROL
 AD8800  ___________________________________________________________________
 AD8800* NAD 83(1986)-  44 53 36.     (N)    104 11 32.     (W)     SCALED    
 AD8800* NAVD 88     -      1077.165  (meters)    3534.00   (feet)  ADJUSTED  
 AD8800  ___________________________________________________________________
 AD8800  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 AD8800  DYNAMIC HT  -        1076.885 (meters)    3533.08  (feet)  COMP
 AD8800  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 AD8800
 AD8800  VERT ORDER  -  FIRST     CLASS II
 AD8800
 AD8800.The horizontal coordinates were scaled from a topographic map and have
 AD8800.an estimated accuracy of +/- 6 seconds.
 AD8800
 AD8800.The orthometric height was determined by differential leveling
 AD8800.and adjusted by the National Geodetic Survey in July 1998..
 AD8800
 AD8800.The geoid height was determined by GEOID03.
 AD8800
 AD8800.The dynamic height is computed by dividing the NAVD 88
 AD8800.geopotential number by the normal gravity value computed on the
 AD8800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8800.degrees latitude (g = 980.6199 gals.).
 AD8800
 AD8800.The modeled gravity was interpolated from observed gravity values.
 AD8800
 AD8800;                    North         East    Units  Estimated Accuracy
 AD8800;SPC WY E     -   488,470.      276,970.      MT  (+/- 180 meters Scaled)
 AD8800
 AD8800                          SUPERSEDED SURVEY CONTROL
 AD8800
 AD8800.No superseded survey control is available for this station.
 AD8800
 AD8800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK637714(NAD 83)
 AD8800_MARKER: DZ = AZIMUTH MARK DISK
 AD8800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8800_STAMPING: KILPATRICK 1949
 AD8800_MARK LOGO: CGS   
 AD8800_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8800+STABILITY: SURFACE MOTION
 AD8800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8800+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AD8800
 AD8800  HISTORY     - Date     Condition        Report By
 AD8800  HISTORY     - 1949     MONUMENTED       CGS
 AD8800  HISTORY     - 19960624 GOOD             NGS
 AD8800
 AD8800                          STATION DESCRIPTION
 AD8800
 AD8800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AD8800'23.5 KM (14.60 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD8800'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 0.7 KM (0.45 MI)
 AD8800'NORTHEAST OF AN AIR FORCE INSTALLATION, 22.7 M (74.5 FT) SOUTHWEST OF
 AD8800'THE HIGHWAY CENTERLINE, 2.2 M (7.2 FT) NORTHEAST OF A FENCE CORNER,
 AD8800'0.5 M (1.6 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) SOUTHWEST OF A
 AD8800'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AD8800'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6360 ***********************************************************************
 AC6360  DESIGNATION -  KILPATRICK RM 1
 AC6360  PID         -  AC6360
 AC6360  STATE/COUNTY-  WY/CROOK
 AC6360  USGS QUAD   -  SHEPARD RESERVOIR (1984)
 AC6360
 AC6360                         *CURRENT SURVEY CONTROL
 AC6360  ___________________________________________________________________
 AC6360* NAD 83(1986)-  44 53 20.     (N)    104 11 15.     (W)     SCALED    
 AC6360* NAVD 88     -      1079.204  (meters)    3540.69   (feet)  ADJUSTED  
 AC6360  ___________________________________________________________________
 AC6360  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 AC6360  DYNAMIC HT  -        1078.923 (meters)    3539.77  (feet)  COMP
 AC6360  MODELED GRAV-     980,319.6   (mgal)                       NAVD 88
 AC6360
 AC6360  VERT ORDER  -  FIRST     CLASS II
 AC6360
 AC6360.The horizontal coordinates were scaled from a topographic map and have
 AC6360.an estimated accuracy of +/- 6 seconds.
 AC6360
 AC6360.The orthometric height was determined by differential leveling
 AC6360.and adjusted by the National Geodetic Survey in July 1998..
 AC6360
 AC6360.The geoid height was determined by GEOID03.
 AC6360
 AC6360.The dynamic height is computed by dividing the NAVD 88
 AC6360.geopotential number by the normal gravity value computed on the
 AC6360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6360.degrees latitude (g = 980.6199 gals.).
 AC6360
 AC6360.The modeled gravity was interpolated from observed gravity values.
 AC6360
 AC6360;                    North         East    Units  Estimated Accuracy
 AC6360;SPC WY E     -   487,980.      277,350.      MT  (+/- 180 meters Scaled)
 AC6360
 AC6360                          SUPERSEDED SURVEY CONTROL
 AC6360
 AC6360.No superseded survey control is available for this station.
 AC6360
 AC6360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK641709(NAD 83)
 AC6360_MARKER: DR = REFERENCE MARK DISK
 AC6360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6360_STAMPING: KILPATRICK NO 1 1949
 AC6360_MARK LOGO: CGS   
 AC6360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6360+STABILITY: SURFACE MOTION
 AC6360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6360+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AC6360
 AC6360  HISTORY     - Date     Condition        Report By
 AC6360  HISTORY     - 1949     MONUMENTED       CGS
 AC6360  HISTORY     - 19950930 GOOD             NGS
 AC6360
 AC6360                          STATION DESCRIPTION
 AC6360
 AC6360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC6360'23.9 KM (14.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AC6360'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 317.0 M (1040.0 FT)
 AC6360'NORTHWEST OF AN AIR FORCE INSTALLATION, 29.6 M (97.1 FT) NORTHEAST OF
 AC6360'THE HIGHWAY CENTERLINE, 10.0 M (32.8 FT) NORTH OF TRIANGULATION
 AC6360'STATION KILPATRICK, 8.5 M (27.9 FT) NORTHEAST OF A FENCE, 1.0 M (3.3
 AC6360'FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M
 AC6360'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC6359 ***********************************************************************
 AC6359  DESIGNATION -  KILPATRICK RM 2
 AC6359  PID         -  AC6359
 AC6359  STATE/COUNTY-  WY/CROOK
 AC6359  USGS QUAD   -  SHEPARD RESERVOIR (1984)
 AC6359
 AC6359                         *CURRENT SURVEY CONTROL
 AC6359  ___________________________________________________________________
 AC6359* NAD 83(1986)-  44 53 20.     (N)    104 11 17.     (W)     SCALED    
 AC6359* NAVD 88     -      1079.301  (meters)    3541.01   (feet)  ADJUSTED  
 AC6359  ___________________________________________________________________
 AC6359  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 AC6359  DYNAMIC HT  -        1079.021 (meters)    3540.09  (feet)  COMP
 AC6359  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 AC6359
 AC6359  VERT ORDER  -  FIRST     CLASS II
 AC6359
 AC6359.The horizontal coordinates were scaled from a topographic map and have
 AC6359.an estimated accuracy of +/- 6 seconds.
 AC6359
 AC6359.The orthometric height was determined by differential leveling
 AC6359.and adjusted by the National Geodetic Survey in July 1998..
 AC6359
 AC6359.The geoid height was determined by GEOID03.
 AC6359
 AC6359.The dynamic height is computed by dividing the NAVD 88
 AC6359.geopotential number by the normal gravity value computed on the
 AC6359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6359.degrees latitude (g = 980.6199 gals.).
 AC6359
 AC6359.The modeled gravity was interpolated from observed gravity values.
 AC6359
 AC6359;                    North         East    Units  Estimated Accuracy
 AC6359;SPC WY E     -   487,980.      277,310.      MT  (+/- 180 meters Scaled)
 AC6359
 AC6359                          SUPERSEDED SURVEY CONTROL
 AC6359
 AC6359.No superseded survey control is available for this station.
 AC6359
 AC6359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK641709(NAD 83)
 AC6359_MARKER: DR = REFERENCE MARK DISK
 AC6359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6359_STAMPING: KILPATRICK NO 2 1949
 AC6359_MARK LOGO: CGS   
 AC6359_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6359+STABILITY: SURFACE MOTION
 AC6359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6359+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1995
 AC6359
 AC6359  HISTORY     - Date     Condition        Report By
 AC6359  HISTORY     - 1949     MONUMENTED       CGS
 AC6359  HISTORY     - 19950930 GOOD             NGS
 AC6359
 AC6359                          STATION DESCRIPTION
 AC6359
 AC6359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC6359'23.9 KM (14.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AC6359'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 317.0 M (1040.0 FT)
 AC6359'NORTHWEST OF AN AIR FORCE INSTALLATION, 27.4 M (89.9 FT) NORTHEAST OF
 AC6359'THE HIGHWAY CENTERLINE, 7.9 M (25.9 FT) EAST OF TRIANGULATION STATION
 AC6359'KILPATRICK, 6.4 M (21.0 FT) NORTHEAST OF A FENCE, 1.0 M (3.3 FT) BELOW
 AC6359'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AC6359'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0344 ***********************************************************************
 NR0344  DESIGNATION -  KIMBALL
 NR0344  PID         -  NR0344
 NR0344  STATE/COUNTY-  WY/CONVERSE
 NR0344  USGS QUAD   -  BANNER MTN (1992)
 NR0344
 NR0344                         *CURRENT SURVEY CONTROL
 NR0344  ___________________________________________________________________
 NR0344* NAD 83(1993)-  42 42 09.39401(N)    106 00 47.08515(W)     ADJUSTED  
 NR0344* NAVD 88     -      2210.1    (meters)    7251.     (feet)  VERTCON   
 NR0344  ___________________________________________________________________
 NR0344  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 NR0344  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 NR0344
 NR0344  HORZ ORDER  -  SECOND
 NR0344
 NR0344.The horizontal coordinates were established by classical geodetic methods
 NR0344.and adjusted by the National Geodetic Survey in January 1997..
 NR0344
 NR0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0344
 NR0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0344
 NR0344.The geoid height was determined by GEOID03.
 NR0344
 NR0344;                    North         East     Units Scale Factor Converg.
 NR0344;SPC WY E     -   244,966.162   130,654.911   MT  0.99999664   -0 34 26.6
 NR0344;SPC WYEC     -   345,464.037   508,166.558   MT  1.00008139   +0 53 43.7
 NR0344;UTM  13      - 4,728,288.448   417,028.111   MT  0.99968470   -0 41 13.6
 NR0344
 NR0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0344!SPC WY E     -   0.99965546  x   0.99999664  =   0.99965210
 NR0344!SPC WYEC     -   0.99965546  x   1.00008139  =   0.99973682
 NR0344!UTM  13      -   0.99965546  x   0.99968470  =   0.99934027
 NR0344
 NR0344|---------------------------------------------------------------------|
 NR0344| PID    Reference Object                     Distance      Geod. Az  |
 NR0344|                                                           dddmmss.s |
 NR0344| CP5629 KIMBALL RM 1                          4.563 METERS 12614     |
 NR0344| NQ0670 31                                  APPROX. 3.4 KM 1582915.5 |
 NR0344| CP5630 KIMBALL RM 2                          7.309 METERS 25043     |
 NR0344|---------------------------------------------------------------------|
 NR0344
 NR0344                          SUPERSEDED SURVEY CONTROL
 NR0344
 NR0344  NAD 83(1986)-  42 42 09.37844(N)    106 00 47.06901(W) AD(       ) 2
 NR0344  NAD 27      -  42 42 09.50300(N)    106 00 45.03000(W) AD(       ) 2
 NR0344  NGVD 29 (07/19/86) 2209.1    (m)         7248.     (f) VERT ANG       
 NR0344
 NR0344.Superseded values are not recommended for survey control.
 NR0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0344.See file dsdata.txt to determine how the superseded data were derived.
 NR0344
 NR0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH1702828288(NAD 83)
 NR0344_MARKER: DD = SURVEY DISK
 NR0344_SETTING: 80 = SET IN A BOULDER
 NR0344_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NR0344
 NR0344  HISTORY     - Date     Condition        Report By
 NR0344  HISTORY     - 1948     MONUMENTED       USGS
 NR0344  HISTORY     - 1983     GOOD             LOCSUR
 NR0344
 NR0344                          STATION DESCRIPTION
 NR0344
 NR0344'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NR0344'THE STATION IS LOCATED IN T. 32 N., R. 77 W., ON A SMALL
 NR0344'GRASSY RIDGE THAT RUNS NORTHEAST AND SOUTHWEST FROM THE NORTH SIDE
 NR0344'OF A LONG RIDGE THAT RUNS EAST AND WEST.  THE HILL DROPS OFF
 NR0344'SHARPLY TO THE NORTH AND IS AT THE HEAD OF DEER CREEK AND
 NR0344'LITTLE DEER CREEK.  STATION IS ABOUT 18 MILES AIR LINE SOUTHEAST
 NR0344'OF CASPER, ABOUT 13 MILES AIR LINE SOUTH-SOUTHWEST OF GLENROCK,
 NR0344'ABOUT 0.25 MILE AIR LINE SOUTHWEST FROM WHERE THE RIDGE DROPS
 NR0344'SHARPLY TO THE NORTHEAST, AND IS 6 FEET NORTH OF A WHITE
 NR0344'WITNESS POST.  IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 NR0344'IN A BOULDER, FLUSH WITH THE GROUND, AND STAMPED, KIMBALL
 NR0344'1947.
 NR0344'
 NR0344'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NR0344'THE STATION MARK.  IT PROJECTS 6 INCHES AND IS STAMPED, KIMBALL
 NR0344'NO 1 1948.
 NR0344'
 NR0344'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 NR0344'THE STATION MARK.
 NR0344'
 NR0344'TO REACH THE STATION FROM THE CAUTION LIGHT ON MAIN STREET IN
 NR0344'GLENROCK, GO EAST ON HIGHWAY 20 AND 87 FOR 0.4 MILE TO A GRADED
 NR0344'ROAD ON RIGHT AND ACROSS THE HIGHWAY FROM A TEXACO SERVICE STATION.
 NR0344'TURN RIGHT, SOUTH, AND FOLLOW GRADED ROAD FOR 2.1 MILES TO FORK
 NR0344'AT TOP OF RIDGE JUST AFTER CROSSING A CATTLE GUARD.  KEEP RIGHT
 NR0344'FORK MAIN TRAVELED ROAD FOR 9.7 MILES TO THREE FORKS AND CATTLE
 NR0344'GUARD IN CENTER FORK.  TAKE RIGHT FORK, WESTERLY, FOR 1.2 MILE
 NR0344'TO GATE.  CONTINUE 0.05 MILE TO FORK.  KEEP LEFT FORK FOR 1.55
 NR0344'MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE ON TRACK ROAD
 NR0344'FOR 0.3 MILE TO A FORK.  KEEP LEFT FORK AND GO 0.4 MILE TO A
 NR0344'GATE IN FENCE CORNER.  CONTINUE WESTERLY ON TRACK ROAD FOR
 NR0344'0.6 MILE TO FORK.  KEEP RIGHT FORK AND GO 0.3 MILE TO CATTLE
 NR0344'GUARD IN FENCE LINE.  CONTINUE ON MAIN ROAD FOR 0.3 MILE TO
 NR0344'FORK.  KEEP LEFT FORK AND GO 1.4 MILE TO A BOARD GATE.
 NR0344'CONTINUE WESTERLY ALONG THE RIDGE AND GO 1.6 MILE TO A
 NR0344'GATE.  CONTINUE 0.15 MILE TO FORK.  KEEP RIGHT FORK FOR 0.3
 NR0344'MILE TO A GATE.  PASS THROUGH GATE AND FOLLOW FENCE LINE
 NR0344'NORTH FOR 0.5 MILE TO FENCE CORNER.  THENCE FOLLOW FENCE
 NR0344'WEST FOR 0.2 MILE TO TRACK ROAD.  TURN RIGHT, NORTH, AND FOLLOW
 NR0344'TRACK ROAD FOR 0.8 MILE TO FENCE AND ASPEN GROVE ON LEFT.
 NR0344'CONTINUE NORTH CROSSING SMALL DRAW FOR 0.45 MILE.  HERE LEAVE
 NR0344'TRACK ROAD AND TURN LEFT CROSS-COUNTRY FOR 0.25 MILE TO
 NR0344'STATION ON SMALL RIDGE.  A DRIVE STATION.
 NR0344
 NR0344                          STATION RECOVERY (1983)
 NR0344
 NR0344'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 (PJH)
 NR0344'KIMBALL 1947 RECOVERED GOOD.
 NR0344'
 NR0344'KIMBALL NO. 1 1948 RECOVERED GOOD - REFERENCE.
 NR0344'
 NR0344'KIMBALL NO. 2 1948 RECOVERED GOOD - REFERENCE.
 NR0344'
 NR0344'NO. 31 (USFS) RECOVERED GOOD - AZIMUTH MARK.
 NR0344'
 NR0344'SEE ADDITIONAL NOTE FOR NO. 31 RMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1252 ***********************************************************************
 MO1252  DESIGNATION -  KING
 MO1252  PID         -  MO1252
 MO1252  STATE/COUNTY-  WY/ALBANY
 MO1252  USGS QUAD   -  KING MOUNTAIN (1987)
 MO1252
 MO1252                         *CURRENT SURVEY CONTROL
 MO1252  ___________________________________________________________________
 MO1252* NAD 83(1993)-  41 27 48.87311(N)    105 28 31.60276(W)     ADJUSTED  
 MO1252* NAVD 88     -      2621.7    (meters)    8601.     (feet)  VERTCON   
 MO1252  ___________________________________________________________________
 MO1252  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 MO1252  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 MO1252
 MO1252  HORZ ORDER  -  FIRST
 MO1252
 MO1252.The horizontal coordinates were established by classical geodetic methods
 MO1252.and adjusted by the National Geodetic Survey in January 1997..
 MO1252
 MO1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1252
 MO1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1252
 MO1252.The geoid height was determined by GEOID03.
 MO1252
 MO1252;                    North         East     Units Scale Factor Converg.
 MO1252;SPC WY E     -   107,047.865   174,205.330   MT  0.99994569   -0 12 16.0
 MO1252;UTM  13      - 4,590,329.537   460,295.742   MT  0.99961940   -0 18 53.3
 MO1252
 MO1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1252!SPC WY E     -   0.99959077  x   0.99994569  =   0.99953648
 MO1252!UTM  13      -   0.99959077  x   0.99961940  =   0.99921033
 MO1252
 MO1252|---------------------------------------------------------------------|
 MO1252| PID    Reference Object                     Distance      Geod. Az  |
 MO1252|                                                           dddmmss.s |
 MO1252| CP9756 KING RM 4                            14.680 METERS 03326     |
 MO1252| CP9753 KING RM 1                            87.115 METERS 05827     |
 MO1252| MO1237 8230=RAGGED                         APPROX.11.3 KM 1035952.7 |
 MO1252| CP9754 KING RM 2                            23.500 METERS 13013     |
 MO1252| MO1259 LARAMIE CEMENT PLANT STACK          APPROX.24.1 KM 2062328.7 |
 MO1252| MO1257 LARAMIE UNIV OF WYO STACK           APPROX.18.8 KM 2083935.6 |
 MO1252| MO1260 LARAMIE THIRD STREET CHURCH         APPROX.19.5 KM 2102250.7 |
 MO1252| MO1256 LARAMIE POWERHOUSE STACK            APPROX.19.2 KM 2112032.0 |
 MO1252| MO1255 LARAMIE STAND OIL REFIN W STK       APPROX.18.9 KM 2133335.2 |
 MO1252| CP9752 KING RM 3 AZIMUTH                                  2150144.0 |
 MO1252| CP9755 KING RM 3 AZIMUTH                                  2150142.0 |
 MO1252| MO1266 SALT LAKE OMAHA AWY SITE 36 BN      APPROX.13.9 KM 2614921.1 |
 MO1252| MO1300 SALT LAKE OMAHA AWY SITE 35 BN      APPROX.23.0 KM 3020901.5 |
 MO1252| MO1307 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.45.5 KM 3063506.4 |
 MO1252|---------------------------------------------------------------------|
 MO1252
 MO1252                          SUPERSEDED SURVEY CONTROL
 MO1252
 MO1252  NAD 83(1986)-  41 27 48.85805(N)    105 28 31.60025(W) AD(       ) 1
 MO1252  NAD 27      -  41 27 48.94200(N)    105 28 29.65600(W) AD(       ) 1
 MO1252  NGVD 29 (07/19/86) 2620.6    (m)         8598.     (f) VERT ANG       
 MO1252
 MO1252.Superseded values are not recommended for survey control.
 MO1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1252.See file dsdata.txt to determine how the superseded data were derived.
 MO1252
 MO1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6029690330(NAD 83)
 MO1252_MARKER: DS = TRIANGULATION STATION DISK
 MO1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1252
 MO1252  HISTORY     - Date     Condition        Report By
 MO1252  HISTORY     - 1933     MONUMENTED       CGS
 MO1252  HISTORY     - 1948     GOOD             CGS
 MO1252  HISTORY     - 1962     GOOD             USGS
 MO1252  HISTORY     - 1973     GOOD             NGS
 MO1252
 MO1252                          STATION DESCRIPTION
 MO1252
 MO1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO1252'ABOUT 12 MILES NORTHEAST OF LARAMIE, 1 MILE SOUTHWEST OF KINGS
 MO1252'RANCH HOUSE, ABOUT 50 FEET WEST OF EAST EDGE OF LEVEL SUMMIT
 MO1252'FRINGED WITH PINON TREES (HIGHEST POINT IN IMMEDIATE VICINITY).
 MO1252'TO REACH FROM LARAMIE, FOLLOW NINTH STREET NORTH AND NORTHEAST
 MO1252'6.6 MILES TO FORK JUST BEYOND SMALL BRIDGE, FOLLOW LEFT FORK
 MO1252'(OLD SYBILLE ROAD) NORTHEAST 5.4 MILES UP STEEP GRADE TO POINT
 MO1252'JUST BEYOND MAIN SUMMIT OF LARAMIE MOUNTAINS, TURN AND GO NORTH
 MO1252'ALONG MAIN RIDGE 1.4 MILES TO STATION.  MARKED BY STANDARD
 MO1252'STATION DISK IN CONCRETE.  REFERENCE MARKS ARE
 MO1252'STANDARD REFERENCE DISKS IN BEDROCK.  NO. 1 IS ON
 MO1252'KNOLL OR RIDGE, AND 287.92 FEET FROM STATION
 MO1252'N 58 DEG 27 MIN E.  NO. 2 IS ON SAME SUMMIT, NEAR EAST EDGE OF
 MO1252'STEEP SLOPE, AND 77.10 FEET FROM STATION S 49 DEG 47 MIN E.
 MO1252'NO. 3 IS WEST OF RAVINE (TRIBUTARY TO MAIN
 MO1252'RAVINE LEADING SOUTHWEST FROM STATION), IN ROCK LEDGE,
 MO1252'AND APPROXIMATELY 1/2 MILE FROM STATION S 35 DEG 02 MIN W.
 MO1252
 MO1252                          STATION RECOVERY (1948)
 MO1252
 MO1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DWK)
 MO1252'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND AS
 MO1252'DESCRIBED EXCEPT FOR THE DISTANCE TO REFERENCE MARK NO. 1.  THE
 MO1252'CORRECT DISTANCE IS SHOWN BELOW.
 MO1252'
 MO1252'THE STATION IS LOCATED ON THE EAST EDGE OF A HIGH NORTH-SOUTH
 MO1252'RIDGE, ABOUT 12 MILES AIR LINE NORTHEAST OF LARAMIE, AND ABOUT
 MO1252'1 MILE AIR LINE SOUTHWEST OF KINS RANCH HOUSE.  THE STATION
 MO1252'MARK IS 40 FEET WEST OF WHERE THE RIDGE DROPS SHARPLY TO EAST,
 MO1252'PROJECTS 6 INCHES AND STAMPED,
 MO1252'KING 1933.
 MO1252'
 MO1252'REFERENCE MARK NO. 1 IS ON THE EAST EDGE OF THE FIRST RIDGE
 MO1252'EAST OF THE STATION MARK, APPROXIMATELY 10 FEET LOWER THAN
 MO1252'THE STATION MARK, SET FLUSH WITH THE GROUND
 MO1252'AND STAMPED, KING NO 1 1933.
 MO1252'
 MO1252'REFERENCE MARK NO. 2 IS ON THE EAST EDGE OF RIDGE, APPROXIMATELY
 MO1252'18 INCHES LOWER THAN THE STATION MARK,
 MO1252'FLUSH WITH THE GROUND AND STAMPED, KING NO 2 1933.
 MO1252'
 MO1252'THE AZIMUTH MARK IS ON THE SOUTH EDGE OF A CANYON WHICH RUNS
 MO1252'WEST FROM THE STATION HILL, ABOUT 0.25 MILE WEST OF THE
 MO1252'TRACK ROAD ON THE SUMMIT OF THE RIDGE, 12 FEET NORTHWEST OF
 MO1252'A WHITE WITNESS POST, 5 FEET SOUTH OF EDGE OF A ROCK LEDGE
 MO1252'WHICH IS ABOUT 10 FEET HIGH, A REFERENCE MARK,
 MO1252'FLUSH WITH THE GROUND AND STAMPED, KING NO 3 1933.
 MO1252'
 MO1252'TO REACH THE STATION FROM THE POST OFFICE IN LARAMIE, GO EAST
 MO1252'ON IVERSON STREET FOR 0.4 MILE TO 9TH STREET.  TURN LEFT ON
 MO1252'9TH STREET AND FOLLOW GRAVELED ROAD NORTH AND EAST FOR 2.1
 MO1252'MILES TO A FORK.  KEEP RIGHT FORK, MAIN ROAD, FOR 5.1 MILES
 MO1252'TO A TRACK ROAD LEFT, NORTH, JUST AFTER CROSSING SMALL WOODEN
 MO1252'BRIDGE.  TURN LEFT ON TRACK ROAD FOR 0.05 MILE TO FORK.  TAKE
 MO1252'RIGHT FORK AND GO 1.9 MILE TO FORK.  TAKE RIGHT FORK AND GO
 MO1252'3.7 MILES TO SUMMIT OF A HIGH RIDGE AND DIM TRACK ROAD LEFT,
 MO1252'NORTH.  TURN LEFT AND FOLLOW DIM TRACKS 1.1 MILE TO POINT
 MO1252'JUST BEFORE CROSSING SMALL DRAW (HERE TURN LEFT, WEST, OFF OF
 MO1252'TRACK ROAD AND GO ACROSS COUNTRY FOR 0.3 MILE TO THE AZIMUTH
 MO1252'MARK AS DESCRIBED).  CONTINUE ON TRACK ROAD FOR 0.4 MILE
 MO1252'TO POINT JUST AFTER CROSSING A DRAW.  HERE TURN RIGHT,
 MO1252'EAST, FOR 150 YARDS TO THE STATION AS DESCRIBED.  A DRIVE
 MO1252'STATION.
 MO1252'
 MO1252'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 MO1252
 MO1252                          STATION RECOVERY (1962)
 MO1252
 MO1252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (IJB)
 MO1252'RECOVERED IN GOOD CONDITION.
 MO1252'
 MO1252'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF A SQUARE BLOCK
 MO1252'OF CONCRETE, PROJECTS 6 IN., STAMPED ---KING 1933---.
 MO1252
 MO1252                          STATION RECOVERY (1973)
 MO1252
 MO1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1252'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 (AZIMUTH MARK)
 MO1252'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 MO1252'1 IS OBSTRUCTED BY A LARGE PINE TREE, THEREFORE A REFERENCE
 MO1252'MARK 4 WAS ESTABLISHED AT THIS DATE.  THE DISTANCE AND DIRECTION
 MO1252'TO REFERENCE MARKS 2 AND 3 COMPARED FAVORABLY WITH THE 1948
 MO1252'OBSERVATIONS.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 MO1252'
 MO1252'THE STATION IS LOCATED ABOUT 15.5 MILES WEST-NORTHWEST OF HORSE
 MO1252'CREEK, 12 MILES NORTHEAST OF LARAMIE, 8 MILES EAST OF U.S.
 MO1252'HIGHWAY 287 AND ON THE EAST EDGE OF A HIGH NORTH-SOUTH RIDGE
 MO1252'WITH SCATTERED PINE TREES.  THE PROPERTY IS OWNED BY MR.
 MO1252'HOWARD CARROL, 2103 SPRING CREEK DRIVE, LARAMIE, WYOMING,
 MO1252'PHONE NUMBER 745-3624.
 MO1252'
 MO1252'TO REACH THE STATION FROM THE POST OFFICE IN LARAMIE GO SOUTH
 MO1252'ON 5TH STREET FOR 0.1 MILE TO THE INTERSECTION OF IVIVSTON
 MO1252'AVENUE.  TURN LEFT AND GO EAST ON IVIVSTON AVENUE FOR 0.3
 MO1252'MILE TO THE INTERSECTION OF 9TH STREET.  TURN LEFT AND GO
 MO1252'NORTH ON 9TH STREET FOR 2.2 MILES TO A FORK.  TAKE THE RIGHT
 MO1252'FORK AND CONTINUE EAST AND NORTH ON THE SURFACED ROAD FOR 4.5
 MO1252'MILES TO A TRACK SIDE ROAD LEFT ON A CURVE.  TURN LEFT AND
 MO1252'GO NORTH ON THE TRACK ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT.
 MO1252'CONTINUE NORTH ON THE TRACK ROAD FOR 3.0 MILES TO A VERY DIM
 MO1252'TRACK ROAD LEFT AT THE SUMMIT OF THE RIDGE.  TURN LEFT AND
 MO1252'CONTINUE NORTHERLY UP THE RIDGE FOR 1.0 MILES TO A DIM
 MO1252'TRACK ROAD LEFT.  (TO REACH THE AZIMUTH MARK, REFERENCE
 MO1252'MARK 3, TURN LEFT AND GO WESTERLY ACROSS COUNTRY FOR 0.3 MILE
 MO1252'TO A FENCE AND THE MARK BEYOND.) CONTINUE NORTHERLY ON
 MO1252'THE MAIN TRACK ROAD, CROSSING A DRAW, FOR 0.4 MILE TO THE
 MO1252'HIGHEST POINT OF THE RIDGE AND THE STATION.
 MO1252'
 MO1252'THE STATION MARK IS A STANDARD DISK STAMPED KING 1933, SET
 MO1252'IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MO1252'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 40 FEET WEST OF
 MO1252'THE EAST EDGE OF THE RIDGE AND ON THE HIGHEST POINT OF THE
 MO1252'RIDGE.
 MO1252'
 MO1252'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KING NO 1 1933,
 MO1252'CEMENTED IN A DRILL HOLE IN A 1 X 4 FOOT OUTCROP OF BEDROCK
 MO1252'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS ON THE FIRST RIDGE
 MO1252'EAST OF THE STATION, 27 FEET NORTHEAST OF A 10 INCH PINE TREE,
 MO1252'8.5 FEET WEST-NORTHWEST OF A 15 INCH PINE TREE AND 2 FEET
 MO1252'WEST OF THE EDGE OF THE LEDGE.
 MO1252'
 MO1252'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KING NO 2 1933,
 MO1252'CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT OUTCROP OF BEDROCK
 MO1252'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT WEST
 MO1252'OF THE EAST EDGE OF THE RIDGE.
 MO1252'
 MO1252'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KING NO 3 1933,
 MO1252'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 MO1252'WITH THE GROUND SURFACE.  IT IS 149 FEET WEST OF A NORTH-SOUTH
 MO1252'FENCE, 13 FEET WEST-NORTHWEST OF A 4 X 4 INCH WOODEN WITNESS
 MO1252'POST, AND 6 FEET SOUTH OF THE NORTH EDGE OF THE CANYON WALL.
 MO1252'
 MO1252'REFERENCE MARK 4 IS A STANDARD DISK STAMPED KING NO 4 1933
 MO1252'1973, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 MO1252'IS FLUSH WITH THE GROUND SURFACE.  IT IS 4 FEET WEST OF THE
 MO1252'EAST EDGE OF THE RIDGE.
 MO1252'
 MO1252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 MO1252'NORTHEAST OF LARAMIE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0609 ***********************************************************************
 NQ0609  DESIGNATION -  KING
 NQ0609  PID         -  NQ0609
 NQ0609  STATE/COUNTY-  WY/PLATTE
 NQ0609  USGS QUAD   -  HIGHTOWER SW (1992)
 NQ0609
 NQ0609                         *CURRENT SURVEY CONTROL
 NQ0609  ___________________________________________________________________
 NQ0609* NAD 83(1993)-  42 06 53.93280(N)    105 07 53.30001(W)     ADJUSTED  
 NQ0609* NAVD 88     -      1443.     (meters)    4734.     (feet)  VERTCON   
 NQ0609  ___________________________________________________________________
 NQ0609  LAPLACE CORR-         -12.73  (seconds)                    DEFLEC99
 NQ0609  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 NQ0609
 NQ0609  HORZ ORDER  -  THIRD
 NQ0609
 NQ0609.The horizontal coordinates were established by classical geodetic methods
 NQ0609.and adjusted by the National Geodetic Survey in January 1997..
 NQ0609
 NQ0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0609
 NQ0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0609
 NQ0609.The geoid height was determined by GEOID03.
 NQ0609
 NQ0609;                    North         East     Units Scale Factor Converg.
 NQ0609;SPC WY E     -   179,349.000   202,910.449   MT  0.99993760   +0 01 25.0
 NQ0609;UTM  13      - 4,662,550.961   489,131.405   MT  0.99960145   -0 05 17.4
 NQ0609
 NQ0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0609!SPC WY E     -   0.99977586  x   0.99993760  =   0.99971347
 NQ0609!UTM  13      -   0.99977586  x   0.99960145  =   0.99937740
 NQ0609
 NQ0609:                Primary Azimuth Mark                     Grid Az
 NQ0609:SPC WY E     -  JOHNSON                                  337 11 58.9
 NQ0609:UTM  13      -  JOHNSON                                  337 18 41.3
 NQ0609
 NQ0609|---------------------------------------------------------------------|
 NQ0609| PID    Reference Object                     Distance      Geod. Az  |
 NQ0609|                                                           dddmmss.s |
 NQ0609| NQ0611 JOHNSON                             APPROX.13.9 KM 3371323.9 |
 NQ0609|---------------------------------------------------------------------|
 NQ0609
 NQ0609                          SUPERSEDED SURVEY CONTROL
 NQ0609
 NQ0609  NAD 83(1986)-  42 06 53.91453(N)    105 07 53.29337(W) AD(       ) 3
 NQ0609  NAD 27      -  42 06 54.06462(N)    105 07 51.38323(W) AD(       ) 3
 NQ0609  NGVD 29 (07/19/86) 1442.     (m)         4731.     (f) VERT ANG       
 NQ0609
 NQ0609.Superseded values are not recommended for survey control.
 NQ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0609.See file dsdata.txt to determine how the superseded data were derived.
 NQ0609
 NQ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG8913162551(NAD 83)
 NQ0609_MARKER: DD = SURVEY DISK
 NQ0609_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0609_SP_SET: SET IN ROCK OUTCROP
 NQ0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0609+STABILITY: POSITION/ELEVATION WELL
 NQ0609
 NQ0609  HISTORY     - Date     Condition        Report By
 NQ0609  HISTORY     - 1951     MONUMENTED       USGS
 NQ0609
 NQ0609                          STATION DESCRIPTION
 NQ0609
 NQ0609'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NQ0609'STATION LOCATED ON SMALL KNOLL AT RD. INTERSECTION, ABOUT 1 MI. S. OF
 NQ0609'KING RANCH, ABOUT 9 MI. W. AND 4 MI. N. OF WHEATLAND.
 NQ0609'
 NQ0609'TO REACH FROM POST OFFICE AT WHEATLAND, WYOMING, GO N. ON U.S. HIGHWAY
 NQ0609'87 FOR 7 BLOCKS TO OAK STREET, TURN LEFT (W.) AND FOLLOW OILED FARM TO
 NQ0609'MARKET ROAD 4.4 MI. TO T-RD. INTERSECTION, TURN RIGHT (N.) AND FOLLOW
 NQ0609'OILED RD. 3.2 MI. TO POINT WHERE OIL ENDS AND GRAVEL STARTS.  FOLLOW
 NQ0609'THIS MAIN GRAVELED RD. 4 MI. ACROSS SYBILLE CREEK AND LARAMIE RIVER
 NQ0609'TO RD. INTERSECTION.  STATION LOCATED ON TOP OF SMALL KNOLL ABOUT 900
 NQ0609'FT. FROM INTERSECTION AND BETWEEN RDS.
 NQ0609'
 NQ0609'STATION MARK--STANDARD USGS TABLET, SET IN ROCK OUTCROP, STAMPED
 NQ0609'---JSC-KING 1951---.
 NQ0609'
 NQ0609'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0417 ***********************************************************************
 OW0417  DESIGNATION -  KINNEAR
 OW0417  PID         -  OW0417
 OW0417  STATE/COUNTY-  WY/FREMONT
 OW0417  USGS QUAD   -  PAVILLION SE (1978)
 OW0417
 OW0417                         *CURRENT SURVEY CONTROL
 OW0417  ___________________________________________________________________
 OW0417* NAD 83(1993)-  43 07 14.21069(N)    108 36 54.78409(W)     ADJUSTED  
 OW0417* NAVD 88     -      1738.7    (meters)    5704.     (feet)  VERTCON   
 OW0417  ___________________________________________________________________
 OW0417  LAPLACE CORR-         -10.85  (seconds)                    DEFLEC99
 OW0417  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 OW0417
 OW0417  HORZ ORDER  -  THIRD
 OW0417
 OW0417.The horizontal coordinates were established by classical geodetic methods
 OW0417.and adjusted by the National Geodetic Survey in January 1997..
 OW0417
 OW0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0417
 OW0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0417
 OW0417.The geoid height was determined by GEOID03.
 OW0417
 OW0417;                    North         East     Units Scale Factor Converg.
 OW0417;SPC WYWC     -   291,061.249   610,968.065   MT  0.99993898   +0 05 31.7
 OW0417;UTM  12      - 4,776,969.479   694,002.791   MT  1.00006302   +1 37 50.1
 OW0417
 OW0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0417!SPC WYWC     -   0.99972949  x   0.99993898  =   0.99966848
 OW0417!UTM  12      -   0.99972949  x   1.00006302  =   0.99979249
 OW0417
 OW0417:                Primary Azimuth Mark                     Grid Az
 OW0417:SPC WYWC     -  OCEAN                                    088 19 44.8
 OW0417:UTM  12      -  OCEAN                                    086 47 26.4
 OW0417
 OW0417|---------------------------------------------------------------------|
 OW0417| PID    Reference Object                     Distance      Geod. Az  |
 OW0417|                                                           dddmmss.s |
 OW0417| OW0432 OCEAN                               APPROX. 8.8 KM 0882516.5 |
 OW0417|---------------------------------------------------------------------|
 OW0417
 OW0417                          SUPERSEDED SURVEY CONTROL
 OW0417
 OW0417  NAD 83(1986)-  43 07 14.19766(N)    108 36 54.78953(W) AD(       ) 3
 OW0417  NGVD 29 (11/06/89) 1737.7    (m)         5701.     (f) VERT ANG       
 OW0417
 OW0417.Superseded values are not recommended for survey control.
 OW0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0417.See file dsdata.txt to determine how the superseded data were derived.
 OW0417
 OW0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9400376969(NAD 83)
 OW0417_MARKER: DS = TRIANGULATION STATION DISK
 OW0417_SETTING: 0 = UNSPECIFIED SETTING
 OW0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0417
 OW0417  HISTORY     - Date     Condition        Report By
 OW0417  HISTORY     - 1948     MONUMENTED       USGS
 OW0417
 OW0417                          STATION DESCRIPTION
 OW0417
 OW0417'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0417'STATION LOCATED ABOUT 3.7 MI. SE. OF KINNEAR POST OFFICE, ABOUT 3.0
 OW0417'MI. S. OF S. SHORE LINE OF OCEAN LAKE, ABOUT 1.6 MI. N. OF WIND RIVER,
 OW0417'ABOUT 1.0 MI. SW. OF STATE HIGHWAY 287, ON E. END OF HIGH RIDGE,
 OW0417'COMMENCING JUST E. OF KINNEAR AND RUNNING E. (PARALLEL TO AND 1.0 MI.
 OW0417'S. OF STATE HIGHWAY 287).  LOCATED IN SW. 1/4 SEC. 26, T 2 N, R 2 E.
 OW0417'
 OW0417'TO REACH FROM KINNEAR POST OFFICE, GO E. AND SE. ALONG STATE HIGHWAY
 OW0417'287 3.3 MI. TO OCEAN LAKE GRADED RD. ON LEFT, CONTINUE SE. ON STATE
 OW0417'HIGHWAY 0.3 MI. TO TOP OF SMALL SUMMIT AND TRACK RD. AT E. END OF
 OW0417'SNOW FENCE ON RIGHT, TURN RIGHT ON WELL TRAVELED TRACK RD. AND GO S.
 OW0417'A TOTAL DISTANCE OF 0.4 MI., TURN RIGHT, LEAVING RD., DRIVE 0.7 MI.
 OW0417'SW. UP GRASSY DRAIN, TO NE. TOE AND END OF STATION RIDGE, CONTINUE
 OW0417'IN JEEP 0.1 MI. S. TO TOP OF STEEP RIDGE AND STATION.
 OW0417'
 OW0417'STATION MARK--STANDARD USGS TABLET STAMPED---KINNEAR 1948 TJW VABM
 OW0417'5701--- AND SET IN CONCRETE FLUSH WITH GROUND.
 OW0417'
 OW0417'REFERENCE MARKS--STANDARD USGS REFERENCE TABLETS SET IN CONCRETE
 OW0417'FLUSH WITH GROUND.
 OW0417'
 OW0417'REFERENCE MARK NO. 1--STAMPED---KINNEAR NO. 1 1948 TJW---, 34.15 FT.
 OW0417'NNE. OF STATION, N 20 DEGREES 32 MINUTES, SW.
 OW0417'
 OW0417'REFERENCE MARK NO. 2--STAMPED---KINNEAR NO. 2 1948 TJW---, 27.51 FT.
 OW0417'SE. OF STATION, N 49 DEGREES 20 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0443 ***********************************************************************
 MQ0443  DESIGNATION -  KINNEY
 MQ0443  PID         -  MQ0443
 MQ0443  STATE/COUNTY-  WY/SWEETWATER
 MQ0443  USGS QUAD   -  CHICKEN CREEK SE (1968)
 MQ0443
 MQ0443                         *CURRENT SURVEY CONTROL
 MQ0443  ___________________________________________________________________
 MQ0443* NAD 83(1993)-  41 06 58.28910(N)    108 32 26.53255(W)     ADJUSTED  
 MQ0443* NAVD 88     -      2486.4    (meters)    8157.     (feet)  VERTCON   
 MQ0443  ___________________________________________________________________
 MQ0443  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 MQ0443  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 MQ0443
 MQ0443  HORZ ORDER  -  FIRST
 MQ0443
 MQ0443.The horizontal coordinates were established by classical geodetic methods
 MQ0443.and adjusted by the National Geodetic Survey in January 1997..
 MQ0443
 MQ0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0443
 MQ0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0443
 MQ0443.The geoid height was determined by GEOID03.
 MQ0443
 MQ0443;                    North         East     Units Scale Factor Converg.
 MQ0443;SPC WYWC     -    68,445.016   617,577.148   MT  0.99994130   +0 08 15.5
 MQ0443;SPC CO N     -   507,145.206   659,053.390   MT  1.00007099   -1 57 52.9
 MQ0443;SPC CO N     - 1,663,858.90  2,162,244.33   sFT  1.00007099   -1 57 52.9
 MQ0443;UTM  12      - 4,554,570.447   706,475.649   MT  1.00012472   +1 37 04.0
 MQ0443
 MQ0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0443!SPC WYWC     -   0.99961249  x   0.99994130  =   0.99955381
 MQ0443!SPC CO N     -   0.99961249  x   1.00007099  =   0.99968345
 MQ0443!UTM  12      -   0.99961249  x   1.00012472  =   0.99973716
 MQ0443
 MQ0443:                Primary Azimuth Mark                     Grid Az
 MQ0443:SPC WYWC     -  KINNEY AZ MK                             002 27 08.7
 MQ0443:SPC CO N     -  KINNEY AZ MK                             004 33 17.1
 MQ0443:UTM  12      -  KINNEY AZ MK                             000 58 20.2
 MQ0443
 MQ0443|---------------------------------------------------------------------|
 MQ0443| PID    Reference Object                     Distance      Geod. Az  |
 MQ0443|                                                           dddmmss.s |
 MQ0443| CP5636 KINNEY AZ MK                                       0023524.2 |
 MQ0443| MQ0445 WW WILSON LEASE WELL 1 DERRICK      APPROX.14.0 KM 2033842.3 |
 MQ0443| CP5585 J W TUCKER OIL WELL NO 1                           2463834.7 |
 MQ0443| CP5637 KINNEY RM 1                          59.179 METERS 25036     |
 MQ0443| CP5639 KINNEY RM 2 RESET                                  27427     |
 MQ0443| CP5638 KINNEY RM 2                          90.700 METERS 33250     |
 MQ0443|---------------------------------------------------------------------|
 MQ0443
 MQ0443                          SUPERSEDED SURVEY CONTROL
 MQ0443
 MQ0443  NAD 83(1993)-  41 06 58.27943(N)    108 32 26.52675(W) AD(       ) 1
 MQ0443  NAD 83(1986)-  41 06 58.27898(N)    108 32 26.52661(W) AD(       ) 1
 MQ0443  NAD 27      -  41 06 58.42100(N)    108 32 24.14500(W) AD(       ) 1
 MQ0443  NGVD 29 (07/19/86) 2485.0    (m)         8153.     (f) VERT ANG       
 MQ0443
 MQ0443.Superseded values are not recommended for survey control.
 MQ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0443.See file dsdata.txt to determine how the superseded data were derived.
 MQ0443
 MQ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYL0647654570(NAD 83)
 MQ0443_MARKER: DS = TRIANGULATION STATION DISK
 MQ0443_SETTING: 0 = UNSPECIFIED SETTING
 MQ0443
 MQ0443  HISTORY     - Date     Condition        Report By
 MQ0443  HISTORY     - 1931     MONUMENTED       CGS
 MQ0443  HISTORY     - 1937     GOOD             CGS
 MQ0443  HISTORY     - 1968     GOOD             USGS
 MQ0443
 MQ0443                          STATION DESCRIPTION
 MQ0443
 MQ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 MQ0443'ABOUT 47 MILES (AIR LINE) SOUTHEAST OF ROCK SPRINGS, ABOUT 30
 MQ0443'MILES (AIR LINE) SOUTH OF BITTER CREEK, ABOUT 7 MILES NORTH OF
 MQ0443'COLORADO STATE LINE, ABOUT 1-1/2 MILES EAST OF ALKALI CREEK,
 MQ0443'IN NORTHWEST CORNER OF T. 13 N., R. 99 W., AND ON PROMINENT
 MQ0443'BUTTE ON EAST END OF HIGH PART OF KINNEY RIDGE.  TO REACH
 MQ0443'FROM ROCK SPRINGS, GO SOUTH 4 MILES ON BROWNS PARK ROAD TO
 MQ0443'FORK, TAKE LEFT FORK AND FOLLOW MAIN-TRAVELED ROAD 41.6 MILES
 MQ0443'TO ANOTHER FORK (POSTED BY THE MOUNTAIN FUEL AND SUPPLY CO.),
 MQ0443'TAKE LEFT FORK AND GO 0.2 MILE TO ANOTHER FORK, TAKE LEFT
 MQ0443'FORK (POSTED ALKALI CREEK) AND GO 12.8 MILES TO FORK WITH
 MQ0443'ROAD SIGN WILSON DOME, TAKE RIGHT FORK AND CONTINUE 4.7
 MQ0443'MILES TO POINT WHERE ROAD TURNS TO RIGHT (WAGON ROAD COMES
 MQ0443'IN FROM BACK ON LEFT, AND SINGLE WAGON TRACKS LEAD TOWARD
 MQ0443'RIDGE).  STATION BEARS 75 DEG MAGNETIC FROM THIS POINT.
 MQ0443'FOLLOW SINGLE WAGON TRACKS ABOUT 100 FEET TO OLD ROAD, TURN
 MQ0443'RIGHT ON THIS ROAD, AND GO ABOUT 2 MILES TO FOOT OF RIDGE,
 MQ0443'WHICH IS END OF TRUCK TRAVEL.  GO UP DRAW TO TOP OF
 MQ0443'RIDGE, TURN RIGHT UP SLOPE TO STATION SITE (ABOUT A 45-MINUTE
 MQ0443'PACK).  TO REACH FROM BITTER CREEK GO SOUTH 22 MILES ON
 MQ0443'MAIN-TRAVELED ROAD TO FORK (FROM WHICH THE KINNEY RANCH CAN BE SEEN),
 MQ0443'TURN RIGHT AND GO TO THE KINNEY RANCH, FROM HERE GO 0.5
 MQ0443'MILE EAST ON MAIN-TRAVELED ROAD TO FORK, TAKE LEFT FORK,
 MQ0443'AND GO ABOUT 12 MILES UP AND OVER KINNEY RIDGE TO FORK
 MQ0443'WITH SIGN (POSTED WILSON DOME), TURN LEFT AND PROCEED AS
 MQ0443'ABOVE.  MARKED BY STANDARD STATION DISK IN 4-INCH PIPE.
 MQ0443'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BEDROCK.
 MQ0443'NO. 1 IS 59.179 METERS (194.16 FEET) FROM STATION.
 MQ0443'NO. 2 IS 90.70 METERS (297.6 FEET)
 MQ0443'FROM STATION.  BEARING
 MQ0443'FROM STATION TO FOLLOWING POINTS ARE--STEEL OILE DERRICK,
 MQ0443'S 23 DEG 37 MIN W.  W.W. WILSON LEASE, WELL NO. 1,
 MQ0443'S 23 DEG 39 MIN W.  AND J.W. TUCKER LEASE, WELL NO. 1,
 MQ0443'S 66 DEG 39 MIN W.
 MQ0443
 MQ0443                          STATION RECOVERY (1937)
 MQ0443
 MQ0443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MQ0443'STATION AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.
 MQ0443'R.M. NO. 2 WAS NOT FOUND AND ONE ADDITIONAL REFERENCE MARK
 MQ0443'AND AN AZIMUTH MARK WERE ESTABLISHED.
 MQ0443'
 MQ0443'THE STATION IS ABOUT 47 MILES SE OF ROCK SPRINGS, WYO., 28
 MQ0443'MILES NE OF LADORE, COLO., 9-1/2 MILES NNE OF THE HIAWATHA
 MQ0443'OIL FIELDS, ABOUT 8 MILES N OF THE COLORADO STATE LINE, ON THE
 MQ0443'HIGHEST POINT OF THE BARE AND ROUNDED RIDGE KNOWN AS KINNEY
 MQ0443'RIDGE, LYING ABOUT 1-1/2 MILES EAST OF ALKALI CREEK, SLOPING
 MQ0443'GENTLY TO THE EAST AND PRESENTING AN ALMOST PERPENDICULAR
 MQ0443'FACE TO THE WEST, ABOUT 1/4 MILE SOUTH OF SADDLE AT HEAD OF
 MQ0443'DRAW TO WEST, IN THE APPROXIMATE CENTER OF THE ROUNDED SUMMIT,
 MQ0443'A STANDARD DISK, STAMPED KINNEY 1931, LEADED INTO THE TOP
 MQ0443'OF A 4 INCH IRON PIPE, PROJECTING ABOUT 16 INCHES ABOVE
 MQ0443'GROUND.  R.M. NO. 1 IS WSW OF THE STATION, AT THE
 MQ0443'WEST BROW OF THE SUMMIT.  R.M. NO. 2 WAS
 MQ0443'ESTABLISHED IN 1937 AND IS STAMPED KINNEY NO. 2 1937.  IT
 MQ0443'IS WSW OF THE STATION, AT THE WEST BROW OF THE SUMMIT.
 MQ0443'THE AZIMUTH MARK WAS ESTABLISHED IN 1937 AND IS
 MQ0443'STAMPED KINNEY 1937.  IT IS APPROXIMATELY 1/4 MILE
 MQ0443'NORTH OF THE STATION ON THE SUMMIT OF A LOW, ROCKY
 MQ0443'KNOLL AT THE NORTH SIDE OF THE SADDLE AT THE HEAD OF A
 MQ0443'DRAW, IN THE RIM ROCK NEAR THE WEST SIDE OF THE KNOLL.
 MQ0443'
 MQ0443'TO REACH THE STATION FROM ROCK SPRINGS, WYO., GO EAST ON U.S.
 MQ0443'ROUTE 30 FOR ABOUT 48 MILES AND TURN RIGHT ON THE GRADED ROAD
 MQ0443'TO BITTER CREEK, THENCE SOUTH FOR 7.2 MILES AND CONTINUE
 MQ0443'SOUTH ON THE MAIN BLADED ROAD AT BITTER CREEK FOR 21.1 MILES
 MQ0443'AND KEEP STRAIGHT AHEAD AT SIDE ROAD RIGHT, THENCE 0.65 MILE
 MQ0443'AND TAKE RIGHT FORK, T HENCE 0.3 MILE AND TURN SHARP RIGHT
 MQ0443'ON REVERSE Y 0.05 MILE BEFORE REACHING GATE TO KINNEY RANCH,
 MQ0443'THENCE WESTERLY ON TRACK ROAD FOR 0.5 MILE AND TAKE LEFT FORK,
 MQ0443'THENCE SOUTHWESTERLY FOR 1.0 MILE AND TAKE RIGHT FORK, THENCE
 MQ0443'0.65 MILE AND TAKE RIGHT FORK WEST AND SOUTHWEST FOR 2.2
 MQ0443'MILES AND TAKE RIGHT FORK, THENCE SOUTHWEST FOR 3.65 MILES
 MQ0443'AND TAKE RIGHT FORK JUST AFTER PASSING A WATER RESERVOIR
 MQ0443'ON THE RIGHT, THENCE 0.6 MILE AND TAKE LEFT FORK AND
 MQ0443'FOLLOW MAIN-TRAVELED ROAD WESTERLY OVER TOP OF MOUNTAIN
 MQ0443'FOR 4.15 MILES AND TURN SHARP LEFT AT JUNCTION WITH OLD
 MQ0443'GRADED ROAD, THENCE EAST AND SOUTH ON THE OLD GRADED ROAD
 MQ0443'FOR 3.5 MILES AND PASS CABIN AND CORRALS ON RIGHT, THENCE
 MQ0443'SOUTHERLY FOR 2.2 MILES AND KEEP STRAIGHT AHEAD ON TRACK
 MQ0443'ROAD WHERE MAIN ROAD TURNS RIGHT, THENCE SOUTHEASTERLY
 MQ0443'FOR 1.7 MILES, TURN LEFT AND GO EAST ACROSS COUNTRY FOR
 MQ0443'0.45 MILE TO END OF TRUCK TRAVEL AT WEST FOOT OF
 MQ0443'RIDGE.  PACK EAST UP STEEP DRAW FOR ABOUT 3/8 MILE TO
 MQ0443'TOP OF RIDGE, THENCE SOUTH ALONG THE RIDGE FOR 1/4 MILE TO
 MQ0443'THE STATION ON THE HIGHEST POINT, ABOUT 30 MINUTES EASY
 MQ0443'PACKING.  IT IS LOCALLY REPUTED THAT THERE IS A ROAD
 MQ0443'LEADING TO THE SUMMIT AND TRACKS WERE SEEN ON TOP.  THE
 MQ0443'ROAD IS SAID TO GO EAST UP A CANYON, LEAVING THE MAIN
 MQ0443'ROAD DOWN THE VALLEY NEAR THE OLD CABIN AND CORRALS
 MQ0443'MENTIONED ABOVE, TO CREST OF RIDGE, THENCE SOUTH ALONG THE
 MQ0443'CREST FOR ABOUT 2 MILES TO THE STATION.  THIS ROUTE WAS NOT
 MQ0443'ATTEMPTED BUT SEEMS PRACTICABLE.
 MQ0443'
 MQ0443'THERE IS APPARENTLY AN ERROR OF APPROXIMATELY 10 METERS IN
 MQ0443'THE DISTANCE TO R.M. NO. 1 AS MEASURED IN 1931 AS THE ASSUMPTION
 MQ0443'THAT THE 1931 MEASUREMENT WAS ALONG THE GROUND DOES NOT
 MQ0443'ACCOUNT FOR THE ENTIRE DISCREPANCY BETWEEN IT AND THE HORIZONTAL
 MQ0443'DISTANCE.
 MQ0443
 MQ0443                          STATION RECOVERY (1968)
 MQ0443
 MQ0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JES)
 MQ0443'TO REACH FROM ROCK SPRINGS GO SOUTHEASTERLY ALONG STATE HWY.
 MQ0443'430 FOR 45 MILES TO GRAVEL RD. EAST WHICH IS ABOUT 200 FT
 MQ0443'SOUTH OF RD WEST TO RIFES RANCH, TURN EAST AND PROCEDE 6.3
 MQ0443'MILES TO Y-RD TURN LEFT CROSSING BRIDGE AND CONTINUE 1.6
 MQ0443'MILES STAYING ON MAIN RD TO Y-RD, THENCE TAKE RIGHT FORK
 MQ0443'AND CONTINUE EASTERLY 8.5 MILES ON MAIN RD CROSSING OVER
 MQ0443'KINNEY RIM TO T-RD, THENCE TAKE RD SOUTH 2.6 MILES TO T-RD,
 MQ0443'THENCE TAKE RD WEST ABOUT 5 MILES UP TO TOP OF KINNEY RIM AND
 MQ0443'THENCE SOUTH ALONG SUMMIT OF RIM TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1123 ***********************************************************************
 MO1123  DESIGNATION -  KIPP S HOUSE CHIMNEY
 MO1123  PID         -  MO1123
 MO1123  STATE/COUNTY-  WY/LARAMIE
 MO1123  USGS QUAD   -  FARTHING RANCH (1991)
 MO1123
 MO1123                         *CURRENT SURVEY CONTROL
 MO1123  ___________________________________________________________________
 MO1123* NAD 83(1993)-  41 16 40.18724(N)    104 56 43.93534(W)     ADJUSTED  
 MO1123* NAVD 88     -                                                        
 MO1123  ___________________________________________________________________
 MO1123  LAPLACE CORR-         -12.89  (seconds)                    DEFLEC99
 MO1123  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 MO1123
 MO1123  HORZ ORDER  -  THIRD
 MO1123
 MO1123.The horizontal coordinates were established by classical geodetic methods
 MO1123.and adjusted by the National Geodetic Survey in January 1997..
 MO1123
 MO1123
 MO1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1123
 MO1123.The geoid height was determined by GEOID03.
 MO1123
 MO1123;                    North         East     Units Scale Factor Converg.
 MO1123;SPC WY E     -    86,397.555   218,525.241   MT  0.99994172   +0 08 45.2
 MO1123;UTM  13      - 4,569,600.980   504,561.084   MT  0.99960026   +0 02 09.3
 MO1123
 MO1123                          SUPERSEDED SURVEY CONTROL
 MO1123
 MO1123  NAD 83(1986)-  41 16 40.17017(N)    104 56 43.92723(W) AD(       ) 4
 MO1123  NAD 27      -  41 16 40.24600(N)    104 56 42.03100(W) AD(       ) 3
 MO1123
 MO1123.Superseded values are not recommended for survey control.
 MO1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1123.See file dsdata.txt to determine how the superseded data were derived.
 MO1123
 MO1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0456169601(NAD 83)
 MO1123_MARKER: 85 = CHIMNEY
 MO1123
 MO1123  HISTORY     - Date     Condition        Report By
 MO1123  HISTORY     - 1912     FIRST OBSERVED   CGS
 MO1123
 MO1123                          STATION DESCRIPTION
 MO1123
 MO1123'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0241 ***********************************************************************
 OW0241  DESIGNATION -  KIRBY
 OW0241  PID         -  OW0241
 OW0241  STATE/COUNTY-  WY/HOT SPRINGS
 OW0241  USGS QUAD   -  RED HOLE (1960)
 OW0241
 OW0241                         *CURRENT SURVEY CONTROL
 OW0241  ___________________________________________________________________
 OW0241* NAD 83(1993)-  43 39 05.46211(N)    108 00 36.88709(W)     ADJUSTED  
 OW0241* NAVD 88     -      1839.30   (+/-2cm)    6034.4    (feet)  VERTCON   
 OW0241  ___________________________________________________________________
 OW0241  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 OW0241  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 OW0241
 OW0241  HORZ ORDER  -  FIRST
 OW0241  VERT ORDER  -  THIRD ? (See Below)
 OW0241
 OW0241.The horizontal coordinates were established by classical geodetic methods
 OW0241.and adjusted by the National Geodetic Survey in January 1997..
 OW0241
 OW0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0241.The vertical order pertains to the NGVD 29 superseded value.
 OW0241
 OW0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0241
 OW0241.The geoid height was determined by GEOID03.
 OW0241
 OW0241;                    North         East     Units Scale Factor Converg.
 OW0241;SPC WYWC     -   350,298.152   659,675.343   MT  0.99998129   +0 30 38.3
 OW0241;UTM  12      - 4,837,513.023   741,104.658   MT  1.00031509   +2 03 53.0
 OW0241;UTM  13      - 4,837,572.810   257,242.652   MT  1.00032492   -2 04 44.0
 OW0241
 OW0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0241!SPC WYWC     -   0.99971368  x   0.99998129  =   0.99969497
 OW0241!UTM  12      -   0.99971368  x   1.00031509  =   1.00002868
 OW0241!UTM  13      -   0.99971368  x   1.00032492  =   1.00003851
 OW0241
 OW0241:                Primary Azimuth Mark                     Grid Az
 OW0241:SPC WYWC     -  WRL MUN AIRPORT BEACON                   006 10 28.1
 OW0241:UTM  12      -  WRL MUN AIRPORT BEACON                   004 37 13.4
 OW0241:UTM  13      -  WRL MUN AIRPORT BEACON                   008 45 50.4
 OW0241
 OW0241|---------------------------------------------------------------------|
 OW0241| PID    Reference Object                     Distance      Geod. Az  |
 OW0241|                                                           dddmmss.s |
 OW0241| OV0424 WRL MUN AIRPORT BEACON              APPROX.36.1 KM 0064106.4 |
 OW0241| CP5643 KIRBY RM 2                            8.873 METERS 11033     |
 OW0241| CP5641 KIRBY AZ MK 2                                      1291831.9 |
 OW0241| OV0413 COPPER MTN TELECOM MICROWAVE        APPROX.23.8 KM 1773704.0 |
 OW0241| OW0254 COPPER MTN ST TT MICROWAVE          APPROX.22.8 KM 1843515.9 |
 OW0241| CP5640 KIRBY AZ MK                                        2625559.3 |
 OW0241| CP5642 KIRBY RM 1                            7.784 METERS 32538     |
 OW0241|---------------------------------------------------------------------|
 OW0241
 OW0241                          SUPERSEDED SURVEY CONTROL
 OW0241
 OW0241  NAD 83(1986)-  43 39 05.44739(N)    108 00 36.88922(W) AD(       ) 1
 OW0241  NAD 27      -  43 39 05.60900(N)    108 00 34.55300(W) AD(       ) 1
 OW0241  NGVD 29 (07/19/86) 1838.43   (m)         6031.6    (f) LEVELING    3  
 OW0241
 OW0241.Superseded values are not recommended for survey control.
 OW0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0241.See file dsdata.txt to determine how the superseded data were derived.
 OW0241
 OW0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP4110537513(NAD 83)
 OW0241_MARKER: DD = SURVEY DISK
 OW0241_SETTING: 66 = SET IN ROCK OUTCROP
 OW0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0241
 OW0241  HISTORY     - Date     Condition        Report By
 OW0241  HISTORY     - 1904     MONUMENTED       USGS
 OW0241  HISTORY     - 1936     GOOD             CGS
 OW0241  HISTORY     - 1938     GOOD             CGS
 OW0241  HISTORY     - 1957     GOOD             USGS
 OW0241  HISTORY     - 1972     GOOD             NGS
 OW0241
 OW0241                          STATION DESCRIPTION
 OW0241
 OW0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 OW0241'ABOUT 10 MILES AIRLINE E OF THERMOPOLIS, ABOUT 5 MILES S OF
 OW0241'KIRBY CREEK, ABOUT 4 MILES N OF BUFFALO CREEK, IN SOUTHERN PART
 OW0241'OF T 43 N, R 93 W., AND ON PROMINENT ROCKY PEAK, LOCALLY KNOWN
 OW0241'AS WILD HORSE BUTTE, NEAR HEAD OF SMALL STREAM WHICH EMPTIES
 OW0241'INTO BIG HORN RIVER AT THERMOPOLIS.  TO REACH FROM MAIN
 OW0241'INTERSECTION IN THERMOPOLIS, FOLLOW U.S. HIGHWAY 20 S 4.0 MILES TO
 OW0241'BRIDGE OVER BIG HORN RIVER.  CROSS BRIDGE AND GO 0.1 MILE
 OW0241'TO ROAD TO LEFT.  TURN LEFT OFF HIGHWAY 20 AND FOLLOW GRADED
 OW0241'ROAD E UP VALLEY 9.5 MILES TO END OF GRADE.  CONTINUE ON
 OW0241'MAIN-TRAVELED ROAD 0.5 MILE TO FORKS.  TAKE LEFT FORK AND
 OW0241'GO 0.1 MILE TO GATE.  PASS THROUGH GATE AND FOLLOW MAIN ROAD NE
 OW0241'UP CANYON 2.7 MILES TO POLE CORRAL ABOUT 1/4 MILE N OF CAMP
 OW0241'SHACK.  FROM THIS CORRAL STATION IS VISIBLE ABOUT 2
 OW0241'MILES NNW.  FOLLOW ONLY ROAD AROUND CORRAL AND E UP RIDGE TO
 OW0241'DIVIDE.  TURN LEFT AND FOLLOW MAIN ROAD UP RIDGE NW TO TOP
 OW0241'OF MAIN DIVIDE.  ABOUT 2.8 MILES FROM POLE CORRAL.  AT
 OW0241'DIVIDE TURN RIGHT OFF ROAD AND GO 0.2 MILE N TO ROCKY
 OW0241'BUTTE AND STATION.  MARK IS U.S. GEOLOGICAL SURVEY DISK
 OW0241'SET IN ROCK.  REFERENCE MARKS ARE STANDARD DISKS IN
 OW0241'OUTCROPPING BEDROCK.  NO. 1 IS 7.781 METERS (25.53
 OW0241'FEET) NW OF STATION.  NO. 2 IS 8.873
 OW0241'METERS (29.11 FEET) E.  AZIMUTH
 OW0241'MARK (1936) IS PROBABLY STANDARD DISK IN OUTCROP OF BEDROCK
 OW0241'ON LOW PEAK APPROXIMATELY 0.2 MILE W OF STATION.
 OW0241
 OW0241                          STATION RECOVERY (1938)
 OW0241
 OW0241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OW0241'STATION RECOVERED AND ALL MARKS IN GOOD CONDITION.  A NEW
 OW0241'AZIMUTH MARK WAS ESTABLISHED AND STAMPED KIRBY, 1931, 1938.
 OW0241'
 OW0241'THE STATION IS ON A PROMINENT ROCKY PEAK LOCALLY KNOWN AS WILD
 OW0241'HORSE BUTTE, NEAR THE HEAD OF A SMALL STREAM THAT EMPTIES
 OW0241'INTO THE BIG HORN RIVER AT THERMOPOLIS.  IT IS 10 MILES
 OW0241'AIRLINE, E OF THERMOPOLIS, 5 MILES S OF KIRBY CREEK, AND 4 MILES
 OW0241'N OF BUFFALO CREEK.
 OW0241'
 OW0241'TO REACH FROM THERMOPOLIS GO S ON U.S. HIGHWAY 20 FOR 4.0
 OW0241'MILES TO A STEEL BRIDGE ACROSS THE BIG HORN RIVER.  THENCE
 OW0241'CONTINUE STRAIGHT AHEAD 0.2 MILE TO A GRADED DIRT ROAD TO THE
 OW0241'LEFT, E.  THENCE LEAVE U.S. HIGHWAY 20 AND TURN LEFT, E, ON
 OW0241'DIRT ROAD AND GO 9.7 MILES TO A FORK TO THE S.  THENCE LEFT
 OW0241'FORK, E, ON MAIN-TRAVELED ROAD FOR 0.5 MILE TO A TRACK ROAD TO
 OW0241'THE LEFT, MAIN-TRAVELED ROAD CROSSES OVER A CATTLE GUARD ABOUT
 OW0241'100 YARDS E OF THIS POINT.  HERE TURN LEFT ON TRACK ROAD,
 OW0241'PASSING THROUGH GATE IN N AND S FENCE, AND GO EASTERLY 0.2
 OW0241'MILES TO A FORK JUST AFTER CROSSING A WASH.  THENCE LEFT, N, AND
 OW0241'FOLLOW MAIN-TRAVELED ROAD FOR 2.3 MILES TO A RED TAR
 OW0241'PAPER SHACK.  THENCE CONTINUE STRAIGHT AHEAD ON
 OW0241'MAIN-TRAVELED ROAD AND FOLLOW IT AS IT SWINGS AROUND TO THE E
 OW0241'AND UP A STEEP RIDGE FOR 1.2 MILES TO A T-ROAD AT TOP OF
 OW0241'RIDGE.  THENCE LEFT, NORTHWESTERLY AND FOLLOW MAIN ROAD 1.9
 OW0241'MILES TO SADDLE.  STATION IS ON THE TOP OF SAGE AND GRASS
 OW0241'COVERED BUTTE ABOUT 300 YARDS N OF THIS POINT.
 OW0241'
 OW0241'AZIMUTH MARK IS ABOUT 2 MILES ESE OF STATION AND ABOUT 500 FEET
 OW0241'LOWER.  IT IS ON A SMALL KNOLL ABOUT 50 FEET W OF TRACK ROAD
 OW0241'AND 0.1 MILE N OF T-ROAD AT TOP OF RIDGE.
 OW0241
 OW0241                          STATION RECOVERY (1957)
 OW0241
 OW0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OW0241'ON A PROMINENT PEAK AT THE HEAD OF A SMALL CREEK WHICH JOINS THE
 OW0241'BIG HORN RIVER BETWEEN THERMOPOLIS AND BIG HORN HOT SPRINGS.  STATION
 OW0241'IS ABOUT 5 MI. FROM KIRBY CREEK AND 9 MI. E. OF THERMOPOLIS.  FOLLOW
 OW0241'RD. E. 5 MI. FROM BIG HORN BRIDGE UNTIL ONE-HALF MI. BEYOND WHERE
 OW0241'WATER IS CROSSED AND TAKE TRAIL UP MAIN GULCH.
 OW0241'
 OW0241'STATION MARK--A USGS BENCH MARK DISK, UNSTAMPED, CEMENTED IN A DRILL
 OW0241'HOLE IN 3 X 4 FT. OUTCROP OF BEDROCK PROJECTING 16 IN. ABOVE THE
 OW0241'GROUND SURFACE.
 OW0241
 OW0241                          STATION RECOVERY (1972)
 OW0241
 OW0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 OW0241'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 OW0241'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 OW0241'DISTANCE AND DIRECTION TO THE REFERENCE MARKS COMPARED
 OW0241'FAVORABLY WITH THE 1938 OBSERVATIONS.  BECAUSE OF CHANGES IN THE
 OW0241'AREA A COMPLETE NEW DESCRIPTION FOLLOWS--
 OW0241'
 OW0241'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF KIRBY, 10
 OW0241'MILES EAST OF THERMOPOLIS AND ON THE HIGHEST POINT OF A ROCKY
 OW0241'PEAK LOCALLY KNOWN AS WILD HORSE BUTTE.  THE PROPERTY IS OWNED
 OW0241'BY THE U.S. GOVERNMENT AND CONTROLLED BY THE BUREAU OF LAND
 OW0241'MANAGEMENT, WORLAND DISTRICT.
 OW0241'
 OW0241'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 OW0241'STATE HIGHWAYS 120 AND 789 IN THERMOPOLIS GO SOUTH ON U.S. HIGHWAY
 OW0241'20 FOR 2.7 MILES TO THE JUNCTION OF STATE HIGHWAY 173 ON THE LEFT.
 OW0241'TURN LEFT AND GO EAST AND SOUTHEAST ON STATE HIGHWAY 173 FOR 1.4
 OW0241'MILES TO A BRIDGE OVER THE BIG HORN RIVER.  CONTINUE SOUTHEAST
 OW0241'ON STATE HIGHWAY 173 FOR 0.2 MILE TO A BLADED SIDE ROAD LEFT.
 OW0241'TURN LEFT AND GO SOUTHEAST AND EAST ON THE BLADED ROAD FOR
 OW0241'9.6 MILES TO A CATTLE GUARD AND A SIDE ROAD RIGHT LEADING
 OW0241'TO A RANCH.  CONTINUE EAST ON THE BLADED ROAD FOR 0.7 MILE
 OW0241'TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH THE
 OW0241'GATE AND GO NORTH ON THE BLADED ROAD FOR 0.3 MILE TO A
 OW0241'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH ON THE
 OW0241'BLADED ROAD, UPHILL, FOR 1.7 MILES TO A GATE.  PASS THROUGH
 OW0241'THE GATE AND CONTINUE NORTH ON THE BLADED ROAD FOR 1.5
 OW0241'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH AND THEN
 OW0241'WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON A KNOLL ON THE
 OW0241'LEFT.  CONTINUE WESTERLY ON THE BLADED ROAD FOR 0.5 MILE TO A
 OW0241'FORK.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY ON THE
 OW0241'TRACK ROAD FOR 1.4 MILE TO THE CREST OF THE HILL AND A TRACK
 OW0241'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR
 OW0241'0.1 MILE TO A SADDLE, THENCE BEAR RIGHT, UPHILL, FOR 0.2 MILE
 OW0241'TO THE HIGHEST POINT AND THE STATION.  A FOUR-WHEEL DRIVE
 OW0241'IS NEEDED FOR THE LAST 0.2 MILE.
 OW0241'
 OW0241'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 OW0241'UNSTAMPED, CEMENTED IN A DRILL HOLE IN 3 X 4 FOOT OUTCROP
 OW0241'OF BEDROCK PROJECTING 16 INCHES ABOVE THE GROUND SURFACE.
 OW0241'
 OW0241'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KIRBY NO 1 1931,
 OW0241'CEMENTED IN A DRILL HOLE IN A 3 X 6 FOOT BOULDER THAT PROJECTS
 OW0241'16 INCHES ON THE SOUTHEAST SIDE.  IT IS ABOUT 2.5 FEET LOWER
 OW0241'THAN THE STATION.
 OW0241'
 OW0241'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KIRBY NO 2 1931,
 OW0241'CEMENTED IN A DRILL HOLE IN 4 X 5 FOOT OUTCROP OF BEDROCK THAT
 OW0241'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 2 FEET
 OW0241'LOWER THAN THE STATION.
 OW0241'
 OW0241'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KIRBY 1931 1938,
 OW0241'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OW0241'PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 67 FEET
 OW0241'SOUTH OF THE CENTER OF THE ROAD, 2 FEET WEST-NORTHWEST OF A
 OW0241'METAL WITNESS POST WITH SIGN AND 50 FEET HIGHER THAN THE ROAD.
 OW0241'
 OW0241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES EAST
 OW0241'OF THERMOPOLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0418 ***********************************************************************
 OW0418  DESIGNATION -  KIRBY
 OW0418  PID         -  OW0418
 OW0418  STATE/COUNTY-  WY/FREMONT
 OW0418  USGS QUAD   -  RIVERTON EAST (1978)
 OW0418
 OW0418                         *CURRENT SURVEY CONTROL
 OW0418  ___________________________________________________________________
 OW0418* NAD 83(1993)-  43 02 42.29734(N)    108 16 33.26559(W)     ADJUSTED  
 OW0418* NAVD 88     -      1555.5    (meters)    5103.     (feet)  VERTCON   
 OW0418  ___________________________________________________________________
 OW0418  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 OW0418  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 OW0418
 OW0418  HORZ ORDER  -  THIRD
 OW0418
 OW0418.The horizontal coordinates were established by classical geodetic methods
 OW0418.and adjusted by the National Geodetic Survey in January 1997..
 OW0418
 OW0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0418
 OW0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0418
 OW0418.The geoid height was determined by GEOID03.
 OW0418
 OW0418;                    North         East     Units Scale Factor Converg.
 OW0418;SPC WYWC     -   282,770.918   638,627.335   MT  0.99995585   +0 19 25.0
 OW0418;UTM  12      - 4,769,422.855   721,879.753   MT  1.00020567   +1 51 36.5
 OW0418
 OW0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0418!SPC WYWC     -   0.99975836  x   0.99995585  =   0.99971422
 OW0418!UTM  12      -   0.99975836  x   1.00020567  =   0.99996398
 OW0418
 OW0418:                Primary Azimuth Mark                     Grid Az
 OW0418:SPC WYWC     -  SAND                                     096 58 49.8
 OW0418:UTM  12      -  SAND                                     095 26 38.3
 OW0418
 OW0418|---------------------------------------------------------------------|
 OW0418| PID    Reference Object                     Distance      Geod. Az  |
 OW0418|                                                           dddmmss.s |
 OW0418| OW0262 SAND                                APPROX. 9.1 KM 0971814.8 |
 OW0418|---------------------------------------------------------------------|
 OW0418
 OW0418                          SUPERSEDED SURVEY CONTROL
 OW0418
 OW0418  NAD 83(1986)-  43 02 42.28297(N)    108 16 33.26716(W) AD(       ) 3
 OW0418  NGVD 29 (11/06/89) 1554.5    (m)         5100.     (f) VERT ANG       
 OW0418
 OW0418.Superseded values are not recommended for survey control.
 OW0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0418.See file dsdata.txt to determine how the superseded data were derived.
 OW0418
 OW0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2188069423(NAD 83)
 OW0418_MARKER: DS = TRIANGULATION STATION DISK
 OW0418_SETTING: 0 = UNSPECIFIED SETTING
 OW0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0418
 OW0418  HISTORY     - Date     Condition        Report By
 OW0418  HISTORY     - 1949     MONUMENTED       USGS
 OW0418
 OW0418                          STATION DESCRIPTION
 OW0418
 OW0418'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 OW0418'LOCATED ABOUT 7 MI. E. AND 2 MI. N. OF RIVERTON, WYOMING, SW. 1/4
 OW0418'SEC. 22, T 1 N, R 5 E.
 OW0418'
 OW0418'TO REACH STATION FROM RIVERTON, WYOMING, AT INTERSECTION OF WYOMING
 OW0418'HIGHWAY 320 AND WYOMING HIGHWAY 287, TAKE HIGHWAY 320 S. 1.1 MI. TO
 OW0418'SANDRAW RD. TO LEFT, JUST BEYOND TRUSS BRIDGE.  TAKE SANDRAW RD. LEFT,
 OW0418'SE., 1.3 MI. TO RD. ON LEFT GOING OVER CATTLEGUARD BETWEEN TWO ROCK
 OW0418'PILES.  FOLLOW THIS RD. 0.50 MI. E. TO FENCE CORNER ON LEFT AND FORK.
 OW0418'TAKE RIGHT FORK 0.35 MI. TO SMALL BRIDGE, CONTINUE 3.25 MI. E. TO
 OW0418'FORK.  TAKE LEFT FORK, N., AND GO 2.15 MI. TO DAM ON LEFT, JUST BEFORE
 OW0418'STARTING UP LONG GENTLE SLOPE, CONTINUE 1.05 MI. N. TO WHERE RD.
 OW0418'STARTS DOWN SLOPE.  TURN LEFT, NW., AND GO 0.10 MI. TO HIGHEST POINT
 OW0418'AND STATION.
 OW0418'
 OW0418'STATION MARK--STANDARD TABLET STAMPED---KIRBY 1948---, SET IN
 OW0418'CONCRETE POST BURIED IN GROUND AND PROJECTING 0.30 FT. ABOVE GROUND.
 OW0418'
 OW0418'REFERENCE MARK NO. 1--PIECE OF SCRAP IRON DRIVEN IN GROUND AND
 OW0418'PROJECTING ABOUT 0.6 FT., 13.51 FT. S. OF STATION MARK, 06 DEGREES
 OW0418'15 MINUTES.
 OW0418'
 OW0418'REFERENCE MARK NO. 2--A ---X--- CHISELED IN ROCK OUTCROP, 58.48 FT.
 OW0418'N. OF STATION MARK, 169 DEGREES 00 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0461 ***********************************************************************
 NR0461  DESIGNATION -  KIRK
 NR0461  PID         -  NR0461
 NR0461  STATE/COUNTY-  WY/FREMONT
 NR0461  USGS QUAD   -  CROOKS PEAK (1984)
 NR0461
 NR0461                         *CURRENT SURVEY CONTROL
 NR0461  ___________________________________________________________________
 NR0461* NAD 83(1993)-  42 22 16.04049(N)    107 52 01.35389(W)     ADJUSTED  
 NR0461* NAVD 88     -      2350.1    (meters)    7710.     (feet)  VERTCON   
 NR0461  ___________________________________________________________________
 NR0461  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 NR0461  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 NR0461
 NR0461  HORZ ORDER  -  THIRD
 NR0461
 NR0461.The horizontal coordinates were established by classical geodetic methods
 NR0461.and adjusted by the National Geodetic Survey in January 1997..
 NR0461
 NR0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0461
 NR0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0461
 NR0461.The geoid height was determined by GEOID03.
 NR0461
 NR0461;                    North         East     Units Scale Factor Converg.
 NR0461;SPC WYWC     -   208,175.908   672,722.801   MT  1.00000255   +0 35 42.3
 NR0461;UTM  13      - 4,694,965.034   263,933.818   MT  1.00028571   -1 55 59.1
 NR0461
 NR0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0461!SPC WYWC     -   0.99963364  x   1.00000255  =   0.99963619
 NR0461!UTM  13      -   0.99963364  x   1.00028571  =   0.99991924
 NR0461
 NR0461:                Primary Azimuth Mark                     Grid Az
 NR0461:SPC WYWC     -  BOULDER                                  051 03 20.1
 NR0461:UTM  13      -  BOULDER                                  053 35 01.5
 NR0461
 NR0461|---------------------------------------------------------------------|
 NR0461| PID    Reference Object                     Distance      Geod. Az  |
 NR0461|                                                           dddmmss.s |
 NR0461| NR0460 BOULDER                             APPROX. 9.0 KM 0513902.4 |
 NR0461|---------------------------------------------------------------------|
 NR0461
 NR0461                          SUPERSEDED SURVEY CONTROL
 NR0461
 NR0461  NAD 83(1986)-  42 22 16.02641(N)    107 52 01.35160(W) AD(       ) 3
 NR0461  NAD 27      -  42 22 16.18062(N)    107 51 59.06462(W) AD(       ) 3
 NR0461  NGVD 29 (07/19/86) 2348.9    (m)         7706.     (f) VERT ANG       
 NR0461
 NR0461.Superseded values are not recommended for survey control.
 NR0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0461.See file dsdata.txt to determine how the superseded data were derived.
 NR0461
 NR0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG6393494965(NAD 83)
 NR0461_MARKER: DD = SURVEY DISK
 NR0461_SETTING: 0 = UNSPECIFIED SETTING
 NR0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0461
 NR0461  HISTORY     - Date     Condition        Report By
 NR0461  HISTORY     - 1948     MONUMENTED       USGS
 NR0461
 NR0461                          STATION DESCRIPTION
 NR0461
 NR0461'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0461'STATION IS LOCATED IN SW. 1/4 OF SEC. 30, T 28 N, R 92 W.
 NR0461'
 NR0461'THE STATION IS BEST REACHED FROM A JUNCTION POINT OF THE SWEETWATER
 NR0461'RIVER AND U.S. HIGHWAY 287, LOCATED ABOUT 43 MI. E. OF LANDER,
 NR0461'WYOMING, AT A POINT KNOWN LOCALLY AS SWEETWATER STATION.  FROM THE
 NR0461'BRIDGE OVER THE SWEETWATER RIVER AND HIGHWAY 287, PROCEED E. ON
 NR0461'HIGHWAY 287 FOR 18.2 MI. TO DIRT RD. LEADING S. TO THE CARTER OIL CO.
 NR0461'FIELDS.  PROCEED S. ON WELL TRAVELED RD. 4.9 MI. TO RD. FORKS.  TAKE
 NR0461'LEFT FORK SE. ON WELL TRAVELED RD. 1.8 MI. TO T-RD.  CONTINUE S. 1.7
 NR0461'MI. TO Y-RD.  TAKE LEFT FORK S. 0.8 MI.  FROM THIS POINT TAKE 90
 NR0461'DEGREE TURN RIGHT AND W. ACROSS FIELD TO BASE OF SMALL MOUNTAIN AND
 NR0461'CONTINUE ON FOOT TO THE TOP.  STATION LIES ON THE HIGHEST AND MOST
 NR0461'NORTHERN POINT.  ALSO SITUATED IN CROOKS GAP, BETWEEN CROOKS AND
 NR0461'GREEN MOUNTAINS.
 NR0461'
 NR0461'STATION MARK--STANDARD BRONZE CAP SET IN DRILLED HOLE IN ROCK,
 NR0461'CEMENTED IN PLACE, STAMPED ---KIRK 1948---.
 NR0461'
 NR0461'REFERENCE MARK NO. 1--STANDARD USGS BRONZE REFERENCE MARK TABLET SET
 NR0461'IN A DRILLED HOLE IN ROCK, CEMENTED IN PLACE, 16.18 FT. FROM STATION,
 NR0461'N 69 DEG 06 MIN E.
 NR0461'
 NR0461'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE MARK TABLET SET IN
 NR0461'DRILLED HOLE IN ROCK, CEMENTED IN PLACE, 20.61 FT. FROM STATION,
 NR0461'S 72 DEG 32 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1056 ***********************************************************************
 MO1056  DESIGNATION -  KIRKBRIDE
 MO1056  PID         -  MO1056
 MO1056  STATE/COUNTY-  WY/LARAMIE
 MO1056  USGS QUAD   -  LITTLE INDIAN DRAW (1991)
 MO1056
 MO1056                         *CURRENT SURVEY CONTROL
 MO1056  ___________________________________________________________________
 MO1056* NAD 83(1993)-  41 24 44.39875(N)    104 34 33.80062(W)     ADJUSTED  
 MO1056* NAVD 88     -      1795.2    (meters)    5890.     (feet)  VERTCON   
 MO1056  ___________________________________________________________________
 MO1056  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 MO1056  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 MO1056
 MO1056  HORZ ORDER  -  FIRST
 MO1056
 MO1056.The horizontal coordinates were established by classical geodetic methods
 MO1056.and adjusted by the National Geodetic Survey in January 1997..
 MO1056
 MO1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1056
 MO1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1056
 MO1056.The geoid height was determined by GEOID03.
 MO1056
 MO1056;                    North         East     Units Scale Factor Converg.
 MO1056;SPC WY E     -   101,479.385   249,377.222   MT  0.99996749   +0 23 26.5
 MO1056;UTM  13      - 4,584,618.287   535,431.281   MT  0.99961545   +0 16 49.6
 MO1056
 MO1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1056!SPC WY E     -   0.99972110  x   0.99996749  =   0.99968860
 MO1056!UTM  13      -   0.99972110  x   0.99961545  =   0.99933666
 MO1056
 MO1056:                Primary Azimuth Mark                     Grid Az
 MO1056:SPC WY E     -  N CHEYENNE FAA 4 MICROWAVE MST           117 51 29.4
 MO1056:UTM  13      -  N CHEYENNE FAA 4 MICROWAVE MST           117 58 06.3
 MO1056
 MO1056|---------------------------------------------------------------------|
 MO1056| PID    Reference Object                     Distance      Geod. Az  |
 MO1056|                                                           dddmmss.s |
 MO1056| MO1055 N CHEYENNE FAA 4 MICROWAVE MST      APPROX. 6.0 KM 1181455.9 |
 MO1056| CP9760 KIRKBRIDE RM 1                       32.714 METERS 17906     |
 MO1056| CP9761 KIRKBRIDE RM 2 AZIMUTH                             2493244.4 |
 MO1056| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.73.6 KM 2574106.4 |
 MO1056| MO1116 CHEYENNE JCT RIN MICROWAVE TWR      APPROX.25.1 KM 2622930.6 |
 MO1056| CP9762 KIRKBRIDE RM 3                       40.758 METERS 26327     |
 MO1056|---------------------------------------------------------------------|
 MO1056
 MO1056                          SUPERSEDED SURVEY CONTROL
 MO1056
 MO1056  NAD 83(1986)-  41 24 44.38372(N)    104 34 33.79923(W) AD(       ) 1
 MO1056  NAD 27      -  41 24 44.45700(N)    104 34 31.93300(W) AD(       ) 1
 MO1056  NGVD 29 (07/19/86) 1794.3    (m)         5887.     (f) VERT ANG       
 MO1056
 MO1056.Superseded values are not recommended for survey control.
 MO1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1056.See file dsdata.txt to determine how the superseded data were derived.
 MO1056
 MO1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF3543184618(NAD 83)
 MO1056_MARKER: DS = TRIANGULATION STATION DISK
 MO1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1056
 MO1056  HISTORY     - Date     Condition        Report By
 MO1056  HISTORY     - 1933     MONUMENTED       CGS
 MO1056  HISTORY     - 1959     GOOD             CGS
 MO1056  HISTORY     - 1962     GOOD             LOCENG
 MO1056  HISTORY     - 1963     GOOD             CGS
 MO1056  HISTORY     - 1973     GOOD             NGS
 MO1056
 MO1056                          STATION DESCRIPTION
 MO1056
 MO1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO1056'ABOUT 23 MILES NORTHEAST OF CHEYENNE, IN NE 1/4 SEC. 30. T.
 MO1056'17 N., R. 64 W., IN OPEN PASTURE OWNED BY BARNEY KIRKBRIDE,
 MO1056'AT EDGE OF TABLELAND OVERLOOKING HORSE CREEK.  TO REACH FROM
 MO1056'CHEYENNE FOLLOW U.S. HIGHWAY 85 NORTHEAST 21 MILES TO ROAD
 MO1056'LEADING NORTH.  (FRANK LANGS GARAGE IS ON HIGHWAY, 1/2 MILE
 MO1056'EAST OF THIS ROAD.) FOLLOW THIS ROAD NORTH 2.8 MILES TO RANCH
 MO1056'ON WEST, AND CONTINUE NORTH ON TRAIL ALONG SECTION-LINE FENCE
 MO1056'0.45 MILE TO STATION.  STATION IS ABOUT 100 YARDS SOUTH OF
 MO1056'HORSE CREEK BLUFFS, 100 YARDS NORTH OF EAST-WEST FENCE, AND
 MO1056'10 YARDS WEST OF NORTH-SOUTH FENCE, APPARENTLY IN WEST LINE
 MO1056'OF ROAD ALLOWANCE, ON SLIGHT SWELL IN FAIRLY LEVEL OPEN
 MO1056'PASTURE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 MO1056'STATION MARKS IN CONCRETE.  UPPER MARK
 MO1056'PROJECTS 4 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MO1056'DISKS IN CONCRETE.  ALL PROJECT 4 INCHES.  NO. 1
 MO1056'IS IN WEST JOG CORNER OF FENCE, AND 107.41 FEET FROM STATION
 MO1056'NO. 2, AZIMUTH MARK, IS IN
 MO1056'EAST-WEST FENCE LINE, PROBABLY ON HALF-SECTION LINE, AND ABOUT
 MO1056'1/4 MILE FROM STATION.
 MO1056'NO. 3 IS IN SAME PASTURE AS AND 133.76 FEET FROM STATION.
 MO1056
 MO1056                          STATION RECOVERY (1959)
 MO1056
 MO1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1056'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MO1056'FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 MO1056'
 MO1056'THE STATION IS LOCATED, AIRLINE, ABOUT 23 MILES NORTHEAST OF
 MO1056'CHEYENNE, IN NE 1/4 SEC. 30, T. 17 N., R. 64 W., IN OPEN PASTURE
 MO1056'LAND, FORMERLY OWNED BY MR. BARNEY KIRKBRIDE.
 MO1056'
 MO1056'TO REACH THE STATION FROM THE STATE CAPITOL IN CHEYENNE, GO
 MO1056'NORTHWEST ON CENTRAL AVENUE FOR 0.4 MILE.  TURN LEFT ONTO
 MO1056'PERSHING BLVD. AND GO WEST FOR 0.8 MILE.  TURN RIGHT ONTO
 MO1056'INTERSTATE HIGHWAY 25 AND GO NORTH FOR 5.7 MILES TO U.S. HIGHWAY
 MO1056'85 AND 87 JUNCTION.  TURN RIGHT ONTO U.S. HIGHWAY 85 AND
 MO1056'GO NORTHEAST FOR 16.35 MILES.  TURN LEFT OFF THE HIGHWAY AND
 MO1056'GO NORTH ON A DIRT SIDE ROAD FOR 2.95 MILES TO A WIRE GATE AND
 MO1056'AN ABANDONED RANCH HOUSE, ON THE LEFT.  PASS THROUGH THE
 MO1056'GATE AND GO NORTH ALONG THE EAST SIDE OF A NORTH-SOUTH FENCE
 MO1056'LINE FOR 0.45 MILE TO THE STATION ON THE LEFT, WEST SIDE OF
 MO1056'THE FENCE.
 MO1056'
 MO1056'TO REACH REFERENCE MARK NUMBER TWO (AZIMUTH MARK) FROM THE
 MO1056'STATION, GO WEST-SOUTHWEST, CROSSING OPEN PASTURE LAND FOR
 MO1056'0.2 MILE TO THE REFERENCE MARK.
 MO1056'
 MO1056'THE STATION IS A STANDARD DISK STAMPED KIRKBRIDE 1933 SET IN
 MO1056'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5
 MO1056'INCHES ABOVE THE GROUND.  IT IS 29 FEET WEST OF A NORTH-SOUTH
 MO1056'FENCE LINE.
 MO1056'
 MO1056'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KIRKBRIDE
 MO1056'NO 1 1933 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MO1056'WHICH PROJECTS 3 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION
 MO1056'AS THE STATION.  IT IS 25 FEET WEST OF A NORTH-SOUTH FENCE
 MO1056'LINE.
 MO1056'
 MO1056'REFERENCE MARK NUMBER TWO (AZIMUTH MARK) IS A STANDARD DISK
 MO1056'STAMPED KIRKBRIDE NO 2 1933 SET IN TOP OF A 12-INCH SQUARE
 MO1056'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND
 MO1056'AND IS THE SAME ELEVATION AS THE STATION.
 MO1056'
 MO1056'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 MO1056'KIRKBRIDE NO 3 1933 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MO1056'WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION
 MO1056'AS THE STATION.  IT IS 162 FEET WEST OF A NORTH-SOUTH FENCE
 MO1056'LINE.
 MO1056
 MO1056                          STATION RECOVERY (1962)
 MO1056
 MO1056'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 MO1056'RECOVERED BY AERIAL CONTL GEOTRONICS
 MO1056'
 MO1056'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THERE IS NO
 MO1056'LONGER A FENCE (EAST AND WEST) 100 YDS. SOUTH OF THE STATION.
 MO1056'
 MO1056'ALL MARKS WERE FOUND IN GOOD CONDITION.
 MO1056
 MO1056                          STATION RECOVERY (1963)
 MO1056
 MO1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1056'THE STATION MARK, REFERENCE MARKS NOS. 1, 3 AND 2 (AZIMUTH
 MO1056'MARK) WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 MO1056'DIRECTION TO REFERENCE MARKS NOS. 1 AND 3 WERE VERIFIED.  THE
 MO1056'DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 MO1056'
 MO1056'THE TO REACH IS ENTIRELY ADEQUATE.
 MO1056'
 MO1056'NOTE--ALL MARKS ARE STAMPED KIRKBRIDE, WITH THE EXCEPTION
 MO1056'OF REFERENCE MARK NO. 1, WHICH IS STAMPED KIRKEBRIDE.
 MO1056'
 MO1056'REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE PULLING
 MO1056'7 KG. TAPE TENSION.
 MO1056'
 MO1056'STATION IS PRESENTLY ON PROPERTY OWNED BY MR. HUGH DESELMS.
 MO1056
 MO1056                          STATION RECOVERY (1973)
 MO1056
 MO1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1056'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 MO1056'AND FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 MO1056'TO ALL MARKS COMPARED FAVORABLY WITH THE 1963 DATA.  A NEW
 MO1056'DESCRIPTION FOLLOWS.
 MO1056'
 MO1056'THE STATION IS LOCATED ABOUT 22 MILES NORTHEAST OF CHEYENNE,
 MO1056'3.5 MILES NORTH OF U.S. HIGHWAY 85 AND ON PROPERTY OWNED BY
 MO1056'HUGH DESELMS.
 MO1056'
 MO1056'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 25 AND
 MO1056'U.S. HIGHWAY 85 ABOUT 7 MILES NORTH OF CHEYENNE GO NORTHEAST
 MO1056'ON U.S. HIGHWAY 85 FOR 16.0 MILES TO A SIDE ROAD LEFT.  TURN
 MO1056'LEFT AND GO NORTH ON DIRT ROAD FOR 3.0 MILES TO A FORK.  KEEP
 MO1056'LEFT FORK AND GO NORTHWEST ON TRACK ROAD FOR 0.1 MILE TO A
 MO1056'GATE AND OLD RANCH HOUSE ON THE RIGHT.  PASS THROUGH GATE AND
 MO1056'GO NORTH ON TRACK ROAD FOR 0.3 MILE TO A GATE.  PASS THROUGH
 MO1056'GATE AND CONTINUE NORTH ON TRACK ROAD FOR 0.1 MILE TO THE
 MO1056'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 MO1056'STATION GO WEST-SOUTHWEST ACROSS A FIELD FOR 0.2 MILE TO
 MO1056'THE MARK NEAR A FENCE.
 MO1056'
 MO1056'THE STATION MARK IS A STANDARD DISK STAMPED KIRKBRIDE 1933,
 MO1056'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 MO1056'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 29 FEET WEST OF A
 MO1056'METAL WITNESS POST AND FENCE.
 MO1056'
 MO1056'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KIRKEBRIDE NO
 MO1056'1 1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MO1056'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 29 FEET NORTH
 MO1056'OF A GATE POST.
 MO1056'
 MO1056'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KIRKBRIDE NO 3
 MO1056'1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MO1056'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 16 FEET WEST
 MO1056'OF A FENCE.
 MO1056'
 MO1056'REFERENCE MARK 2 IS A STANDARD DISK USED AS AN AZIMUTH MARK
 MO1056'STAMPED KIRKBRIDE NO 2 1933, SET IN THE TOP OF A 12-INCH
 MO1056'CONCRETE MARK THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 MO1056'20 FEET NORTH OF A FENCE.
 MO1056'
 MO1056'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES
 MO1056'NORTHEAST OF CHEYENNE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0457 ***********************************************************************
 NQ0457  DESIGNATION -  KIRTLEY
 NQ0457  PID         -  NQ0457
 NQ0457  STATE/COUNTY-  WY/NIOBRARA
 NQ0457  USGS QUAD   -  KIRTLEY (1978)
 NQ0457
 NQ0457                         *CURRENT SURVEY CONTROL
 NQ0457  ___________________________________________________________________
 NQ0457* NAD 83(1993)-  42 51 44.19663(N)    104 06 02.96527(W)     ADJUSTED  
 NQ0457* NAVD 88     -      1579.0    (meters)    5180.     (feet)  VERTCON   
 NQ0457  ___________________________________________________________________
 NQ0457  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 NQ0457  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 NQ0457
 NQ0457  HORZ ORDER  -  FIRST
 NQ0457
 NQ0457.The horizontal coordinates were established by classical geodetic methods
 NQ0457.and adjusted by the National Geodetic Survey in January 1998..
 NQ0457
 NQ0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0457
 NQ0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0457
 NQ0457.The geoid height was determined by GEOID03.
 NQ0457
 NQ0457;                    North         East     Units Scale Factor Converg.
 NQ0457;SPC WY E     -   262,905.988   287,098.665   MT  1.00003080   +0 43 30.3
 NQ0457;SPC NE       -   344,267.702   165,014.837   MT  0.99993974   -2 43 03.4
 NQ0457;SPC SD S     -    65,743.509   292,217.603   MT  0.99999327   -2 35 56.4
 NQ0457;SPC SD S     -   215,693.50    958,717.25   sFT  0.99999327   -2 35 56.4
 NQ0457;UTM  13      - 4,745,913.150   573,454.087   MT  0.99966638   +0 36 42.1
 NQ0457
 NQ0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0457!SPC WY E     -   0.99975480  x   1.00003080  =   0.99978559
 NQ0457!SPC NE       -   0.99975480  x   0.99993974  =   0.99969456
 NQ0457!SPC SD S     -   0.99975480  x   0.99999327  =   0.99974807
 NQ0457!UTM  13      -   0.99975480  x   0.99966638  =   0.99942126
 NQ0457
 NQ0457|---------------------------------------------------------------------|
 NQ0457| PID    Reference Object                     Distance      Geod. Az  |
 NQ0457|                                                           dddmmss.s |
 NQ0457| CP9765 KIRTLEY RM 2                         16.998 METERS 18933     |
 NQ0457| CP9763 KIRTLEY AZ MK                                      2221903.5 |
 NQ0457| CP9766 KIRTLEY RM 3                         13.880 METERS 28719     |
 NQ0457| CP9764 KIRTLEY RM 1                        125.713 METERS 33851     |
 NQ0457|---------------------------------------------------------------------|
 NQ0457
 NQ0457                          SUPERSEDED SURVEY CONTROL
 NQ0457
 NQ0457  NAD 83(1993)-  42 51 44.19660(N)    104 06 02.96534(W) AD(       ) 1
 NQ0457  NAD 83(1986)-  42 51 44.17374(N)    104 06 02.94827(W) AD(       ) 1
 NQ0457  NAD 27      -  42 51 44.29500(N)    104 06 01.17800(W) AD(       ) 1
 NQ0457  NGVD 29 (07/19/86) 1578.3    (m)         5178.     (f) VERT ANG       
 NQ0457
 NQ0457.Superseded values are not recommended for survey control.
 NQ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0457.See file dsdata.txt to determine how the superseded data were derived.
 NQ0457
 NQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH7345445913(NAD 83)
 NQ0457_MARKER: DS = TRIANGULATION STATION DISK
 NQ0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0457_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0457+SATELLITE: SATELLITE OBSERVATIONS - 1986
 NQ0457
 NQ0457  HISTORY     - Date     Condition        Report By
 NQ0457  HISTORY     - 1912     MONUMENTED       CGS
 NQ0457  HISTORY     - 1941     SEE DESCRIPTION  CGS
 NQ0457  HISTORY     - 1986     GOOD
 NQ0457  HISTORY     - 1988     GOOD             BLM
 NQ0457
 NQ0457                          STATION DESCRIPTION
 NQ0457
 NQ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 NQ0457'ABOUT 3-1/8 MILES N AND 1-1/8 MILES E OF KIRTLEY POST OFFICE, ON
 NQ0457'HIGHEST KNOB IN SW 1/4 SEC. 5, T. 33 N, R. 60 W, 1/4 MILE S
 NQ0457'OF SOME CONSPICUOUS, HIGH, CHALKY BLUFFS, AND 375 METERS (1,230
 NQ0457'FEET) N 43 DEG E FROM SW CORNER OF ABOVE SECTION.
 NQ0457'
 NQ0457'SURFACE MARK IS A STANDARD DISK IN CONCRETE-FILLED, GALVANIZED-IRON
 NQ0457'CYLINDER PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NQ0457'
 NQ0457'UNDERGROUND MARK IS A BRASS BOLT IN CONCRETE BLOCK.
 NQ0457'
 NQ0457'REFERENCE MARK IS A STANDARD DISK IN CONCRETE FILLED, GALVANIZED-IRON
 NQ0457'CYLINDER PROJECTING ABOUT 3 INCHES ABOVE GROUND, 125.713
 NQ0457'METERS (412.44 FEET) FROM STATION.
 NQ0457'
 NQ0457'ELEVATION--1,578 METERS (5,177 FEET).
 NQ0457
 NQ0457                          STATION RECOVERY (1941)
 NQ0457
 NQ0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NQ0457'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN POOR CONDITION.
 NQ0457'A NEW UNDERGROUND MARK WAS ESTABLISHED AND THE SURFACE MARK
 NQ0457'WAS CAREFULLY RESET.  TWO NEW REFERENCE MARKS WERE ESTABLISHED,
 NQ0457'NAMELY REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3.  A NEW
 NQ0457'AZIMUTH MARK WAS ALSO ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 NQ0457'
 NQ0457'STATION IS LOCATED ABOUT 14 MILES DUE N OF VAN TASSELL, IN
 NQ0457'THE SE 1/4 OF SEC. 5, T, 33 N, R. 60 W, ON THE HIGHEST KNOLL
 NQ0457'IN THE VICINITY.  IT IS STAMPED KIRTLEY 1912-1941 AND PROJECTS
 NQ0457'ABOUT 6 INCHES.  IT IS 9.6 FEET N OF A WHITE REFERENCE POST.
 NQ0457'
 NQ0457'SURFACE, UNDERGROUND, REFERENCE MARKS NOS. 1 AND 2, AND THE AZIMUTH
 NQ0457'MARK ARE STANDARD DISKS SET IN CONCRETE.
 NQ0457'
 NQ0457'REFERENCE MARK NO. 1 (1912) IS STAMPED KIRTLEY NO. 1 1912,
 NQ0457'AND PROJECTS ABOUT 3 INCHES.
 NQ0457'
 NQ0457'REFERENCE MARK NO. 2 (1941) IS STAMPED KIRTLEY NO. 2 1941,
 NQ0457'AND PROJECTS ABOUT 4 INCHES.
 NQ0457'
 NQ0457'REFERENCE MARK NO. 3 IS A STANDARD BRONZE DISK SET IN A DRILL
 NQ0457'HOLE IN A 3- BY 4-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE
 NQ0457'THE GROUND.  IT IS STAMPED KIRTLEY NO. 3 1941.
 NQ0457'
 NQ0457'THE AZIMUTH MARK IS 4 FEET N OF A WHITE REFERENCE POST, 14 FEET
 NQ0457'S OF A FENCE CORNER AND 1 FOOT E OF A FENCE.  IT IS STAMPED
 NQ0457'KIRTLEY 1941, AND PROJECTS ABOUT 10 INCHES.
 NQ0457'
 NQ0457'TO REACH THE STATION FROM VAN TASSELL, WYOMING, GO N ON A
 NQ0457'GRADED ROAD FOR 12.1 MILES TO WHERE MAIN ROAD TURNS W.  KEEP
 NQ0457'STRAIGHT AHEAD, N, FOR 2.1 MILES TO A FENCE CORNER AND THE
 NQ0457'AZIMUTH MARK.  BEAR RIGHT ACROSS PASTURE 0.25 MILE TO THE TOP OF
 NQ0457'KNOLL AND STATION.
 NQ0457'
 NQ0457'A 64-FOOT SIGNAL AT STATION STORY IS VISIBLE FROM THE GROUND.
 NQ0457'
 NQ0457'A 4-FOOT SIGNAL AT STATION FLUENT IS VISIBLE FROM THE GROUND.
 NQ0457'
 NQ0457'A 87-FOOT SIGNAL AT STATION KENNEDY IS VISIBLE FROM THE GROUND.
 NQ0457'
 NQ0457'A 64-FOOT SIGNAL AT STATION ELLICOTT IS VISIBLE FROM THE GROUND.
 NQ0457'
 NQ0457'A 4-FOOT SIGNAL AT STATION RAWHIDE IS VISIBLE FROM THE GROUND.
 NQ0457'
 NQ0457'A 4-FOOT SIGNAL AT STATION MANVILLE IS VISIBLE FROM THE GROUND.
 NQ0457'
 NQ0457'OBSERVATIONS TAKEN FROM A 64-FOOT STEEL TOWER.
 NQ0457
 NQ0457                          STATION RECOVERY (1986)
 NQ0457
 NQ0457'RECOVERED 1986
 NQ0457'RECOVERED IN GOOD CONDITION.
 NQ0457
 NQ0457                          STATION RECOVERY (1988)
 NQ0457
 NQ0457'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1988 (DP)
 NQ0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1243 ***********************************************************************
 PY1243  DESIGNATION -  KITTEN
 PY1243  PID         -  PY1243
 PY1243  STATE/COUNTY-  WY/TETON
 PY1243  USGS QUAD   -  HUCKLEBERRY MOUNTAIN (1996)
 PY1243
 PY1243                         *CURRENT SURVEY CONTROL
 PY1243  ___________________________________________________________________
 PY1243* NAD 83(1993)-  44 00 21.36206(N)    110 34 34.28560(W)     ADJUSTED  
 PY1243* NAVD 88     -      2793.2    (meters)    9164.     (feet)  VERTCON   
 PY1243  ___________________________________________________________________
 PY1243  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 PY1243  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 PY1243
 PY1243  HORZ ORDER  -  THIRD
 PY1243
 PY1243.The horizontal coordinates were established by classical geodetic methods
 PY1243.and adjusted by the National Geodetic Survey in January 1997..
 PY1243
 PY1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1243
 PY1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1243
 PY1243.The geoid height was determined by GEOID03.
 PY1243
 PY1243;                    North         East     Units Scale Factor Converg.
 PY1243;SPC WY W     -   489,526.709   760,476.200   MT  0.99995671   -0 20 32.7
 PY1243;UTM  12      - 4,872,619.204   533,975.179   MT  0.99961420   +0 17 40.0
 PY1243
 PY1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1243!SPC WY W     -   0.99956353  x   0.99995671  =   0.99952026
 PY1243!UTM  12      -   0.99956353  x   0.99961420  =   0.99917790
 PY1243
 PY1243:                Primary Azimuth Mark                     Grid Az
 PY1243:SPC WY W     -  ARIZONA                                  263 20 25.9
 PY1243:UTM  12      -  ARIZONA                                  262 42 13.2
 PY1243
 PY1243|---------------------------------------------------------------------|
 PY1243| PID    Reference Object                     Distance      Geod. Az  |
 PY1243|                                                           dddmmss.s |
 PY1243| OX0821 ARIZONA                             APPROX. 6.1 KM 2625953.2 |
 PY1243|---------------------------------------------------------------------|
 PY1243
 PY1243                          SUPERSEDED SURVEY CONTROL
 PY1243
 PY1243  NAD 83(1993)-  44 00 21.35809(N)    110 34 34.27695(W) AD(       ) 3
 PY1243  NAD 83(1986)-  44 00 21.35518(N)    110 34 34.26859(W) AD(       ) 3
 PY1243  NAD 27      -  44 00 21.59441(N)    110 34 31.47321(W) AD(       ) 3
 PY1243  NGVD 29 (07/19/86) 2791.9    (m)         9160.     (f) VERT ANG       
 PY1243
 PY1243.Superseded values are not recommended for survey control.
 PY1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1243.See file dsdata.txt to determine how the superseded data were derived.
 PY1243
 PY1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3397572619(NAD 83)
 PY1243
 PY1243  HISTORY     - Date     Condition        Report By
 PY1243  HISTORY     - UNK      MONUMENTED
 PY1243  HISTORY     - 1946     GOOD             USGS
 PY1243
 PY1243                          STATION DESCRIPTION
 PY1243
 PY1243'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 PY1243'ABOUT 11 MI. (AIRLINE) N. OF MORAN, ON THE SOUTHERN SHOULDER OF A
 PY1243'SPUR RIDGE, ABOUT 2 MI. S. OF WILDCAT MOUNTAIN, AND THE DIVIDE
 PY1243'BETWEEN PILGRIM CREEK AND THE BASIN OF ARIZONA CREEK.  ABOUT 150
 PY1243'FT. S. OF THE HIGHEST GROUND IN THE IMMEDIATE VICINITY.
 PY1243'
 PY1243'RECOVERED.
 PY1243'
 PY1243'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---KITTEN 1931---,
 PY1243'IN ROCK POST PROJECTING 2 FT. ABOVE GROUND.
 PY1243'
 PY1243'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, STAMPED
 PY1243'---KITTEN NO. 1, 1931---, SET IN ROCK, DISTANT 43.06 FT.,
 PY1243'S 39 DEG 34 MIN W.
 PY1243'
 PY1243'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, STAMPED
 PY1243'---KITTEN NO. 2, 1931---, SET IN ROCK, DISTANT 8.70 FT.,
 PY1243'S 54 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0494 ***********************************************************************
 PW0494  DESIGNATION -  KLEENBURN
 PW0494  PID         -  PW0494
 PW0494  STATE/COUNTY-  WY/SHERIDAN
 PW0494  USGS QUAD   -  MONARCH (1978)
 PW0494
 PW0494                         *CURRENT SURVEY CONTROL
 PW0494  ___________________________________________________________________
 PW0494* NAD 83(1993)-  44 55 21.64878(N)    107 04 38.91650(W)     ADJUSTED  
 PW0494* NAVD 88     -      1180.7    (meters)    3874.     (feet)  VERTCON   
 PW0494  ___________________________________________________________________
 PW0494  LAPLACE CORR-          -9.87  (seconds)                    DEFLEC99
 PW0494  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 PW0494
 PW0494  HORZ ORDER  -  SECOND
 PW0494
 PW0494.The horizontal coordinates were established by classical geodetic methods
 PW0494.and adjusted by the National Geodetic Survey in January 1997..
 PW0494
 PW0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0494
 PW0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0494
 PW0494.The geoid height was determined by GEOID03.
 PW0494
 PW0494;                    North         East     Units Scale Factor Converg.
 PW0494;SPC WYEC     -   591,304.142   420,199.329   MT  0.99994252   +0 10 50.4
 PW0494;SPC MT       -    77,729.249   791,243.559   MT  1.00004728   +1 46 19.5
 PW0494;SPC MT       -   255,017.22  2,595,943.44   iFT  1.00004728   +1 46 19.5
 PW0494;UTM  13      - 4,976,460.672   336,042.831   MT  0.99993056   -1 28 02.4
 PW0494
 PW0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0494!SPC WYEC     -   0.99981701  x   0.99994252  =   0.99975954
 PW0494!SPC MT       -   0.99981701  x   1.00004728  =   0.99986428
 PW0494!UTM  13      -   0.99981701  x   0.99993056  =   0.99974758
 PW0494
 PW0494|---------------------------------------------------------------------|
 PW0494| PID    Reference Object                     Distance      Geod. Az  |
 PW0494|                                                           dddmmss.s |
 PW0494| CQ6836 KLEENBURN RM 1                        9.978 METERS 01126     |
 PW0494| PW0496 KLEENBURN MONARCH COAL CO TANK      APPROX. 4.3 KM 1255309.4 |
 PW0494| CQ6837 KLEENBURN RM 2                        8.764 METERS 16530     |
 PW0494| CQ6835 KLEENBURN AZ MK                                    1712921.1 |
 PW0494|---------------------------------------------------------------------|
 PW0494
 PW0494                          SUPERSEDED SURVEY CONTROL
 PW0494
 PW0494  NAD 83(1986)-  44 55 21.63557(N)    107 04 38.89599(W) AD(       ) 2
 PW0494  NAD 27      -  44 55 21.74000(N)    107 04 36.62860(W) AD(       ) 2
 PW0494  NGVD 29 (07/19/86) 1179.9    (m)         3871.     (f) VERT ANG       
 PW0494
 PW0494.Superseded values are not recommended for survey control.
 PW0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0494.See file dsdata.txt to determine how the superseded data were derived.
 PW0494
 PW0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3604376461(NAD 83)
 PW0494_MARKER: DS = TRIANGULATION STATION DISK
 PW0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0494
 PW0494  HISTORY     - Date     Condition        Report By
 PW0494  HISTORY     - 1957     MONUMENTED       CGS
 PW0494
 PW0494                          STATION DESCRIPTION
 PW0494
 PW0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0494'STATION IS ON A LOW, BUT PROMINENT, RIDGE, ABOUT 5 MILES EAST
 PW0494'OF RANCHESTER, 1-1/2 MILES NORTHWEST OF KLEENBURN, ON THE
 PW0494'RIGHT-OF-WAY OF A PRIVATE ROAD LEADING TO COAL FIELDS.
 PW0494'
 PW0494'REACHED FROM KLEENBURN, AT A POINT ON U.S. HIGHWAY 14 AND 87
 PW0494'JUST NORTH OF THE DEPOT, BY GOING WESTERLY ON HIGHWAY 14 AND
 PW0494'87 FOR 2.85 MILES TO A SIDE ROAD RIGHT AND COAL MINE ON THE
 PW0494'LEFT, TURN RIGHT, NORTHERLY, AND FOLLOW MACADAM ROAD FOR
 PW0494'0.75 MILE TO SIDE ROAD LEFT AND THE STATION MARK ON THE RIGHT.
 PW0494'
 PW0494'STATION MARKS ARE STANDARD DISKS, STAMPED KLEENBURN 1957.  THE
 PW0494'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 PW0494'POST PROJECTING 4 INCHES.  IT IS 50 FEET EAST OF THE CENTER
 PW0494'OF A T-INTERSECTION OF THE MACADAM ROAD AND GRAVELED ROAD LEADING
 PW0494'WEST, 39 FEET EAST OF THE CENTER OF THE MACADAM ROAD, 5 FEET WEST
 PW0494'OF A TRIANGLE BLAZE ON THE WEST SIDE OF A FENCE POST AND 5
 PW0494'FEET WEST OF A ROAD RIGHT-OF-WAY FENCE.  A WHITE POST WAS SET
 PW0494'3 FEET SOUTH OF THE MARK.  THE UNDERGROUND MARK WAS SET IN AN
 PW0494'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 PW0494'SURFACE.
 PW0494'
 PW0494'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KLEENBURN NO 1
 PW0494'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 PW0494'PROJECTING 4 INCHES.  IT IS 42 FEET EAST OF THE CENTER OF THE
 PW0494'MACADAM ROAD, 31 FEET NORTH OF THE TRIANGLE BLAZE AND 1 FOOT WEST
 PW0494'OF THE FENCE.
 PW0494'
 PW0494'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KLEENBURN NO 2
 PW0494'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 PW0494'PROJECTING 4 INCHES.  IT IS 47 FEET EAST OF THE CENTER OF THE
 PW0494'MACADAM ROAD, 30 FEET SOUTH OF THE TRIANGLE BLAZE AND 1 FOOT
 PW0494'WEST OF THE FENCE.
 PW0494'
 PW0494'AZIMUTH MARK IS A STANDARD DISK, STAMPED KLEENBURN 1957, SET
 PW0494'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 PW0494'1 INCH.  IT IS 25 FEET EAST OF THE CENTER OF A TRACK ROAD,
 PW0494'AND 1 FOOT WEST OF A WIRE FENCE.  A WHITE POST WAS SET 2 FEET
 PW0494'SOUTH OF THE MARK.
 PW0494'
 PW0494'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TRACK
 PW0494'ROAD, FOLLOWING A WIRE FENCE FOR 0.3 MILE TO THE MARK ON THE
 PW0494'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0496 ***********************************************************************
 PW0496  DESIGNATION -  KLEENBURN MONARCH COAL CO TANK
 PW0496  PID         -  PW0496
 PW0496  STATE/COUNTY-  WY/SHERIDAN
 PW0496  USGS QUAD   -  MONARCH (1978)
 PW0496
 PW0496                         *CURRENT SURVEY CONTROL
 PW0496  ___________________________________________________________________
 PW0496* NAD 83(1993)-  44 53 59.65056(N)    107 01 59.51551(W)     ADJUSTED  
 PW0496* NAVD 88     -                                                        
 PW0496  ___________________________________________________________________
 PW0496  LAPLACE CORR-         -10.08  (seconds)                    DEFLEC99
 PW0496  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 PW0496
 PW0496  HORZ ORDER  -  THIRD
 PW0496
 PW0496.The horizontal coordinates were established by classical geodetic methods
 PW0496.and adjusted by the National Geodetic Survey in January 1997..
 PW0496
 PW0496
 PW0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0496
 PW0496.The geoid height was determined by GEOID03.
 PW0496
 PW0496;                    North         East     Units Scale Factor Converg.
 PW0496;SPC WYEC     -   588,785.036   423,704.348   MT  0.99994441   +0 12 42.7
 PW0496;SPC MT       -    75,308.225   794,817.608   MT  1.00006154   +1 48 16.1
 PW0496;SPC MT       -   247,074.23  2,607,669.32   iFT  1.00006154   +1 48 16.1
 PW0496;UTM  13      - 4,973,841.879   339,473.900   MT  0.99991687   -1 26 07.7
 PW0496
 PW0496                          SUPERSEDED SURVEY CONTROL
 PW0496
 PW0496  NAD 83(1993)-  44 53 59.62362(N)    107 01 59.46800(W) AD(       ) 4
 PW0496  NAD 83(1986)-  44 53 59.62062(N)    107 01 59.45664(W) AD(       ) 4
 PW0496  NAD 27      -  44 53 59.82700(N)    107 01 57.39700(W) AD(       ) 3
 PW0496
 PW0496.Superseded values are not recommended for survey control.
 PW0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0496.See file dsdata.txt to determine how the superseded data were derived.
 PW0496
 PW0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3947473842(NAD 83)
 PW0496_MARKER: 51 = TANK
 PW0496
 PW0496  HISTORY     - Date     Condition        Report By
 PW0496  HISTORY     - 1957     FIRST OBSERVED   CGS
 PW0496
 PW0496                          STATION DESCRIPTION
 PW0496
 PW0496'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0223 ***********************************************************************
 NS0223  DESIGNATION -  KLONDIKE
 NS0223  PID         -  NS0223
 NS0223  STATE/COUNTY-  WY/FREMONT
 NS0223  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0223
 NS0223                         *CURRENT SURVEY CONTROL
 NS0223  ___________________________________________________________________
 NS0223* NAD 83(1993)-  42 28 54.77912(N)    108 45 20.86279(W)     ADJUSTED  
 NS0223* NAVD 88     -      2547.1    (meters)    8357.     (feet)  VERTCON   
 NS0223  ___________________________________________________________________
 NS0223  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 NS0223  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 NS0223
 NS0223  HORZ ORDER  -  THIRD
 NS0223
 NS0223.The horizontal coordinates were established by classical geodetic methods
 NS0223.and adjusted by the National Geodetic Survey in January 1997..
 NS0223
 NS0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0223
 NS0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0223
 NS0223.The geoid height was determined by GEOID03.
 NS0223
 NS0223;                    North         East     Units Scale Factor Converg.
 NS0223;SPC WYWC     -   220,100.980   599,523.531   MT  0.99993750   -0 00 14.1
 NS0223;UTM  12      - 4,705,721.749   684,455.075   MT  1.00001863   +1 30 57.8
 NS0223
 NS0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0223!SPC WYWC     -   0.99960247  x   0.99993750  =   0.99953999
 NS0223!UTM  12      -   0.99960247  x   1.00001863  =   0.99962109
 NS0223
 NS0223:                Primary Azimuth Mark                     Grid Az
 NS0223:SPC WYWC     -  GLO 23 RM 2                              259 24 08.7
 NS0223:UTM  12      -  GLO 23 RM 2                              257 52 56.8
 NS0223
 NS0223|---------------------------------------------------------------------|
 NS0223| PID    Reference Object                     Distance      Geod. Az  |
 NS0223|                                                           dddmmss.s |
 NS0223| NS0226 GLO 23 RM 2                         APPROX. 6.7 KM 2592354.6 |
 NS0223|---------------------------------------------------------------------|
 NS0223
 NS0223                          SUPERSEDED SURVEY CONTROL
 NS0223
 NS0223  NAD 83(1986)-  42 28 54.76269(N)    108 45 20.86306(W) AD(       ) 3
 NS0223  NAD 27      -  42 28 54.92580(N)    108 45 18.46930(W) AD(       ) 3
 NS0223  NGVD 29 (07/19/86) 2545.9    (m)         8353.     (f) VERT ANG       
 NS0223
 NS0223.Superseded values are not recommended for survey control.
 NS0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0223.See file dsdata.txt to determine how the superseded data were derived.
 NS0223
 NS0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8445505722(NAD 83)
 NS0223_MARKER: DD = SURVEY DISK
 NS0223_SETTING: 66 = SET IN ROCK OUTCROP
 NS0223_SP_SET: SET IN BEDROCK
 NS0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0223+STABILITY: POSITION/ELEVATION WELL
 NS0223
 NS0223  HISTORY     - Date     Condition        Report By
 NS0223  HISTORY     - 1951     MONUMENTED       USGS
 NS0223
 NS0223                          STATION DESCRIPTION
 NS0223
 NS0223'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0223'STATION KLONDIKE LIES APPROXIMATELY 1.0 MI. -AIR- MI. SW. OF ATLANTIC
 NS0223'CITY ON A HIGH ROCKY MOUNTAIN LOCALLY KNOWN AS KLONDIKE PEAK.
 NS0223'
 NS0223'FROM ATLANTIC CITY, TAKE THE RD. TO THE FAULKNER SHEEP RANCH FOR 0.6
 NS0223'MI.  TURN RIGHT W. AND CONTINUE ON RD. FOR 0.5 MI. UNTIL A CROSSROAD
 NS0223'IS REACHED.  GO ACROSS E-W. RD. AND CONTINUE S. FOR 0.3 MI. TO A
 NS0223'SADDLE.  TURN RIGHT -W-. AND TRAVEL ACROSS COUNTRY 0.5 MI. TO THE HIGH
 NS0223'POINT OF KLONDIKE PEAK.  STATION LIES ON THE SOUTHERN PART OF THE
 NS0223'ARCHED RIDGE TO THE W. OF A ROCK CAIRN.
 NS0223'
 NS0223'STATION MARK - STANDARD BRONZE TABLET CEMENTED INTO OUTCROPPING
 NS0223'BEDROCK AND STAMPED ---WR-KLONDIKE 1951.
 NS0223'
 NS0223'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0813 ***********************************************************************
 MR0813  DESIGNATION -  KNIGHT LANDING FIELD AIR BCN 6
 MR0813  PID         -  MR0813
 MR0813  STATE/COUNTY-  WY/UINTA
 MR0813  USGS QUAD   -  MILLIS (1965)
 MR0813
 MR0813                         *CURRENT SURVEY CONTROL
 MR0813  ___________________________________________________________________
 MR0813* NAD 83(1993)-  41 07 34.98274(N)    110 52 40.45122(W)     ADJUSTED  
 MR0813* NAVD 88     -                                                        
 MR0813  ___________________________________________________________________
 MR0813  LAPLACE CORR-           7.21  (seconds)                    DEFLEC99
 MR0813  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 MR0813
 MR0813  HORZ ORDER  -  THIRD
 MR0813
 MR0813.The horizontal coordinates were established by classical geodetic methods
 MR0813.and adjusted by the National Geodetic Survey in January 1997..
 MR0813
 MR0813
 MR0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0813
 MR0813.The geoid height was determined by GEOID03.
 MR0813
 MR0813;                    North         East     Units Scale Factor Converg.
 MR0813;SPC WY W     -   169,860.086   733,280.461   MT  0.99999227   -0 31 21.5
 MR0813;SPC UT N     - 1,088,254.746   552,237.552   MT  0.99995919   +0 24 36.7
 MR0813;UTM  12      - 4,552,794.232   510,248.896   MT  0.99960129   +0 04 49.1
 MR0813
 MR0813                          SUPERSEDED SURVEY CONTROL
 MR0813
 MR0813  NAD 83(1986)-  41 07 34.96978(N)    110 52 40.44638(W) AD(       ) 4
 MR0813  NAD 27      -  41 07 35.16100(N)    110 52 37.81000(W) AD(       ) 3
 MR0813
 MR0813.Superseded values are not recommended for survey control.
 MR0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0813.See file dsdata.txt to determine how the superseded data were derived.
 MR0813
 MR0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1024952794(NAD 83)
 MR0813_MARKER: 21 = AIRPORT BEACON
 MR0813
 MR0813  HISTORY     - Date     Condition        Report By
 MR0813  HISTORY     - 1938     FIRST OBSERVED   CGS
 MR0813  HISTORY     - 1963     GOOD             CGS
 MR0813
 MR0813                          STATION DESCRIPTION
 MR0813
 MR0813'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1168 ***********************************************************************
 MO1168  DESIGNATION -  KNOLL
 MO1168  PID         -  MO1168
 MO1168  STATE/COUNTY-  WY/PLATTE
 MO1168  USGS QUAD   -  DOUBLE L RANCH (1990)
 MO1168
 MO1168                         *CURRENT SURVEY CONTROL
 MO1168  ___________________________________________________________________
 MO1168* NAD 83(1993)-  41 45 15.70201(N)    104 53 13.50297(W)     ADJUSTED  
 MO1168* NAVD 88     -      1738.     (meters)    5702.     (feet)  VERTCON   
 MO1168  ___________________________________________________________________
 MO1168  LAPLACE CORR-         -13.40  (seconds)                    DEFLEC99
 MO1168  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 MO1168
 MO1168  HORZ ORDER  -  THIRD
 MO1168
 MO1168.The horizontal coordinates were established by classical geodetic methods
 MO1168.and adjusted by the National Geodetic Survey in January 1997..
 MO1168
 MO1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1168
 MO1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1168
 MO1168.The geoid height was determined by GEOID03.
 MO1168
 MO1168;                    North         East     Units Scale Factor Converg.
 MO1168;SPC WY E     -   139,333.929   223,251.052   MT  0.99994415   +0 11 10.3
 MO1168;UTM  13      - 4,622,510.028   509,387.300   MT  0.99960108   +0 04 30.7
 MO1168
 MO1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1168!SPC WY E     -   0.99972980  x   0.99994415  =   0.99967396
 MO1168!UTM  13      -   0.99972980  x   0.99960108  =   0.99933098
 MO1168
 MO1168:                Primary Azimuth Mark                     Grid Az
 MO1168:SPC WY E     -  LATHRUM                                  023 25 04.5
 MO1168:UTM  13      -  LATHRUM                                  023 31 44.1
 MO1168
 MO1168|---------------------------------------------------------------------|
 MO1168| PID    Reference Object                     Distance      Geod. Az  |
 MO1168|                                                           dddmmss.s |
 MO1168| MO1165 LATHRUM                             APPROX. 4.4 KM 0233614.8 |
 MO1168|---------------------------------------------------------------------|
 MO1168
 MO1168                          SUPERSEDED SURVEY CONTROL
 MO1168
 MO1168  NAD 83(1986)-  41 45 15.68548(N)    104 53 13.50064(W) AD(       ) 3
 MO1168  NAD 27      -  41 45 15.78464(N)    104 53 11.60733(W) AD(       ) 3
 MO1168  NGVD 29 (07/19/86) 1737.     (m)         5699.     (f) VERT ANG       
 MO1168
 MO1168.Superseded values are not recommended for survey control.
 MO1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1168.See file dsdata.txt to determine how the superseded data were derived.
 MO1168
 MO1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0938722510(NAD 83)
 MO1168_MARKER: DD = SURVEY DISK
 MO1168_SETTING: 66 = SET IN ROCK OUTCROP
 MO1168_SP_SET: SET IN ROCK OUTCROP
 MO1168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1168+STABILITY: POSITION/ELEVATION WELL
 MO1168
 MO1168  HISTORY     - Date     Condition        Report By
 MO1168  HISTORY     - 1951     MONUMENTED       USGS
 MO1168
 MO1168                          STATION DESCRIPTION
 MO1168
 MO1168'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MO1168'STATION LOCATED ON SMALL KNOLL ON ROW OF SHARP BLUFFS, ABOUT 3.25
 MO1168'MI. W. AND 0.25 MI. S. OF CHUGWATER.
 MO1168'
 MO1168'TO REACH FROM CHUGWATER, GO S. ON U.S. HIGHWAY 87 3 BLOCKS FROM POST
 MO1168'OFFICE, TURN RIGHT (W.) AT COZAD CAFE AND TOWN FIRE STATION, FOLLOW
 MO1168'GRAVELED RD. 0.5 MI. TO RD. INTERSECTION, TAKE RIGHT FORK 3.1 MI. TO
 MO1168'POINT WHERE DIM TRAIL INTERSECTS GRAVELED RD., TURN LEFT (S.) ON DIM
 MO1168'RD. BETWEEN FENCE LINES AND GO 1 MI. TO EDGE OF BLUFFS.  STATION IS
 MO1168'500 FT. S. AND W. OF THIS POINT AND ON HIGH BLUFF.
 MO1168'
 MO1168'STATION MARK--STANDARD USGS TABLET, SET IN ROCK OUTCROP, STAMPED
 MO1168'---JSC-KNOLL 1951 5700---.
 MO1168'
 MO1168'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0384 ***********************************************************************
 NR0384  DESIGNATION -  KORTES
 NR0384  PID         -  NR0384
 NR0384  STATE/COUNTY-  WY/CARBON
 NR0384  USGS QUAD   -  SEMINOE DAM NE (1982)
 NR0384
 NR0384                         *CURRENT SURVEY CONTROL
 NR0384  ___________________________________________________________________
 NR0384* NAD 83(1993)-  42 09 20.86871(N)    106 52 17.81678(W)     ADJUSTED  
 NR0384* NAVD 88     -      2327.8    (meters)    7637.     (feet)  VERTCON   
 NR0384  ___________________________________________________________________
 NR0384  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 NR0384  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 NR0384
 NR0384  HORZ ORDER  -  THIRD
 NR0384
 NR0384.The horizontal coordinates were established by classical geodetic methods
 NR0384.and adjusted by the National Geodetic Survey in January 1997..
 NR0384
 NR0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0384
 NR0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0384
 NR0384.The geoid height was determined by GEOID03.
 NR0384
 NR0384;                    North         East     Units Scale Factor Converg.
 NR0384;SPC WYEC     -   283,984.928   438,157.855   MT  0.99995541   +0 18 35.6
 NR0384;UTM  13      - 4,668,769.719   345,373.126   MT  0.99989420   -1 15 23.0
 NR0384
 NR0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0384!SPC WYEC     -   0.99963712  x   0.99995541  =   0.99959255
 NR0384!UTM  13      -   0.99963712  x   0.99989420  =   0.99953136
 NR0384
 NR0384:                Primary Azimuth Mark                     Grid Az
 NR0384:SPC WYEC     -  LAKE                                     183 00 16.2
 NR0384:UTM  13      -  LAKE                                     184 34 14.8
 NR0384
 NR0384|---------------------------------------------------------------------|
 NR0384| PID    Reference Object                     Distance      Geod. Az  |
 NR0384|                                                           dddmmss.s |
 NR0384| NR0385 LAKE                                APPROX. 3.4 KM 1831851.8 |
 NR0384|---------------------------------------------------------------------|
 NR0384
 NR0384                          SUPERSEDED SURVEY CONTROL
 NR0384
 NR0384  NAD 83(1986)-  42 09 20.85703(N)    106 52 17.80721(W) AD(       ) 3
 NR0384  NAD 27      -  42 09 20.99937(N)    106 52 15.65382(W) AD(       ) 3
 NR0384  NGVD 29 (07/19/86) 2326.7    (m)         7634.     (f) VERT ANG       
 NR0384
 NR0384.Superseded values are not recommended for survey control.
 NR0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0384.See file dsdata.txt to determine how the superseded data were derived.
 NR0384
 NR0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4537368770(NAD 83)
 NR0384_MARKER: DD = SURVEY DISK
 NR0384_SETTING: 66 = SET IN ROCK OUTCROP
 NR0384_SP_SET: SET IN ROCK OUTCROP
 NR0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0384+STABILITY: POSITION/ELEVATION WELL
 NR0384
 NR0384  HISTORY     - Date     Condition        Report By
 NR0384  HISTORY     - 1951     MONUMENTED       USGS
 NR0384
 NR0384                          STATION DESCRIPTION
 NR0384
 NR0384'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0384'STATION IS LOCATED ABOUT ONE AND ONE-HALF MI. DUE E. OF SEMINOE DAM AT
 NR0384'SEMINOE, WYOMING, ON THE HIGHEST POINT OF MOUNTAIN RANGE.
 NR0384'
 NR0384'TO REACH FROM TOP OF SEMINOE DAM, PROCEED E. THROUGH GATE JUST E. OF
 NR0384'DAM AND GO UP THE ROAD 1.0 MI. TO THE HIGHEST POINT OF ROAD AND END OF
 NR0384'TRUCK TRAVEL.  PACK N. UP THE RIDGE TO TOP AND TURN E. AND FOLLOW
 NR0384'RIDGE TOP TO HIGHEST POINT AND STATION, ABOUT ONE HOURS PACK.
 NR0384'
 NR0384'STATION MARK - STANDARD TABLET SET IN SOLID ROCK WITH CEMENT AND
 NR0384'STAMPED ---KORTES 1951.---
 NR0384'
 NR0384'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET CEMENTED IN SOLID ROCK
 NR0384'AND STAMPED ---NO.1 KORTES 1951--- DISTANCE 100.75 FT. FROM STATION,
 NR0384'N 84 DEG 17 MIN E.
 NR0384'
 NR0384'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET CEMENTED IN SOLID ROCK
 NR0384'AND STAMPED --- NO.2 KORTES 1951--- DISTANCE 22.00 FT.,
 NR0384'N 28 DEG 10 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0419 ***********************************************************************
 OW0419  DESIGNATION -  KPOPE 1
 OW0419  PID         -  OW0419
 OW0419  STATE/COUNTY-  WY/FREMONT
 OW0419  USGS QUAD   -  PAVILLION SE (1978)
 OW0419
 OW0419                         *CURRENT SURVEY CONTROL
 OW0419  ___________________________________________________________________
 OW0419* NAD 83(1993)-  43 06 45.63291(N)    108 34 17.90489(W)     ADJUSTED  
 OW0419* NAVD 88     -      1663.4    (meters)    5457.     (feet)  VERTCON   
 OW0419  ___________________________________________________________________
 OW0419  LAPLACE CORR-          -9.86  (seconds)                    DEFLEC99
 OW0419  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 OW0419
 OW0419  HORZ ORDER  -  THIRD
 OW0419
 OW0419.The horizontal coordinates were established by classical geodetic methods
 OW0419.and adjusted by the National Geodetic Survey in January 1997..
 OW0419
 OW0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0419
 OW0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0419
 OW0419.The geoid height was determined by GEOID03.
 OW0419
 OW0419;                    North         East     Units Scale Factor Converg.
 OW0419;SPC WYWC     -   290,186.025   614,516.118   MT  0.99994009   +0 07 18.8
 OW0419;UTM  12      - 4,776,189.720   697,573.534   MT  1.00008022   +1 39 36.6
 OW0419
 OW0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0419!SPC WYWC     -   0.99974132  x   0.99994009  =   0.99968143
 OW0419!UTM  12      -   0.99974132  x   1.00008022  =   0.99982152
 OW0419
 OW0419:                Primary Azimuth Mark                     Grid Az
 OW0419:SPC WYWC     -  KINNEAR                                  283 51 25.0
 OW0419:UTM  12      -  KINNEAR                                  282 19 07.2
 OW0419
 OW0419|---------------------------------------------------------------------|
 OW0419| PID    Reference Object                     Distance      Geod. Az  |
 OW0419|                                                           dddmmss.s |
 OW0419| OW0417 KINNEAR                             APPROX. 3.7 KM 2835843.8 |
 OW0419|---------------------------------------------------------------------|
 OW0419
 OW0419                          SUPERSEDED SURVEY CONTROL
 OW0419
 OW0419  NAD 83(1986)-  43 06 45.61924(N)    108 34 17.90614(W) AD(       ) 3
 OW0419  NGVD 29 (11/06/89) 1662.4    (m)         5454.     (f) VERT ANG       
 OW0419
 OW0419.Superseded values are not recommended for survey control.
 OW0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0419.See file dsdata.txt to determine how the superseded data were derived.
 OW0419
 OW0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9757476190(NAD 83)
 OW0419_MARKER: DD = SURVEY DISK
 OW0419_SETTING: 0 = UNSPECIFIED SETTING
 OW0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OW0419+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2005
 OW0419
 OW0419  HISTORY     - Date     Condition        Report By
 OW0419  HISTORY     - 1948     MONUMENTED       USGS
 OW0419  HISTORY     - 20050127 GOOD             INDIV
 OW0419
 OW0419                          STATION DESCRIPTION
 OW0419
 OW0419'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0419'STATION LOCATED ABOUT 6.0 MI. SE. BY E. OF KINNEAR, ON SMALL RISE
 OW0419'COVERED WITH SAGEBRUSH.  SEC. 30, T 2 N, R 3 E, WIND RIVER
 OW0419'RESERVATION.
 OW0419'
 OW0419'TO REACH FROM KINNEAR TRAVEL SE. BY E. ALONG U.S. HIGHWAY 287 6.1 MI.,
 OW0419'TURN RIGHT OFF OF HIGHWAY AND GO 0.1 MI. SW. ACROSS COUNTRY TO HIGHEST
 OW0419'POINT OF RISE AND STATION.  RISE OVERLOOKS A SMALL DRAW WHICH DRAINS
 OW0419'UNDER HIGHWAY THROUGH A CONCRETE CULVERT.  THERE IS A USC AND GS
 OW0419'BENCH MARK SET IN THE SE. TOP OF THE CULVERT.
 OW0419'
 OW0419'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE LEVEL WITH GROUND,
 OW0419'STAMPED---VABM 5454---.
 OW0419'
 OW0419'REFERENCE MARK NO. 1--CHISELED CROSS IN SMALL GRANITE ROCK, 21.60 FT.
 OW0419'N. OF STATION, N 89 DEGREES 19 MINUTES, NW.
 OW0419'
 OW0419'REFERENCE MARK NO. 2--STANDARD USC AND GS BENCH MARK, 1297.92 FT.,
 OW0419'SLOPE DISTANCE, SW. OF STATION, N 21 DEGREES 11 MINUTES SE.
 OW0419
 OW0419                          STATION RECOVERY (2005)
 OW0419
 OW0419'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CDH)
 OW0419'RECOVERED AS DESCRIBED - MONUMENT IS APPROX. 2 INCHES BELOW GROUND
 OW0419'SURFACE AND HAS STEEL T-POST APPROX. 1.5 FEET SOUTH. THIS POINT IS
 OW0419'EXCELLANT FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0420 ***********************************************************************
 OW0420  DESIGNATION -  KPOPE 2
 OW0420  PID         -  OW0420
 OW0420  STATE/COUNTY-  WY/FREMONT
 OW0420  USGS QUAD   -  OCEAN LAKE (1977)
 OW0420
 OW0420                         *CURRENT SURVEY CONTROL
 OW0420  ___________________________________________________________________
 OW0420* NAD 83(1993)-  43 07 39.37690(N)    108 32 30.89829(W)     ADJUSTED  
 OW0420* NAVD 88     -      1621.3    (meters)    5319.     (feet)  VERTCON   
 OW0420  ___________________________________________________________________
 OW0420  LAPLACE CORR-          -8.95  (seconds)                    DEFLEC99
 OW0420  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 OW0420
 OW0420  HORZ ORDER  -  THIRD
 OW0420
 OW0420.The horizontal coordinates were established by classical geodetic methods
 OW0420.and adjusted by the National Geodetic Survey in January 1997..
 OW0420
 OW0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0420
 OW0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0420
 OW0420.The geoid height was determined by GEOID03.
 OW0420
 OW0420;                    North         East     Units Scale Factor Converg.
 OW0420;SPC WYWC     -   291,850.024   616,931.145   MT  0.99994103   +0 08 32.1
 OW0420;UTM  12      - 4,777,918.210   699,943.360   MT  1.00009181   +1 40 51.5
 OW0420
 OW0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0420!SPC WYWC     -   0.99974794  x   0.99994103  =   0.99968898
 OW0420!UTM  12      -   0.99974794  x   1.00009181  =   0.99983973
 OW0420
 OW0420:                Primary Azimuth Mark                     Grid Az
 OW0420:SPC WYWC     -  OCEAN                                    100 36 41.7
 OW0420:UTM  12      -  OCEAN                                    099 04 22.3
 OW0420
 OW0420|---------------------------------------------------------------------|
 OW0420| PID    Reference Object                     Distance      Geod. Az  |
 OW0420|                                                           dddmmss.s |
 OW0420| OW0432 OCEAN                               APPROX. 2.9 KM 1004513.8 |
 OW0420|---------------------------------------------------------------------|
 OW0420
 OW0420                          SUPERSEDED SURVEY CONTROL
 OW0420
 OW0420  NAD 83(1986)-  43 07 39.36293(N)    108 32 30.90045(W) AD(       ) 3
 OW0420  NGVD 29 (11/06/89) 1620.3    (m)         5316.     (f) VERT ANG       
 OW0420
 OW0420.Superseded values are not recommended for survey control.
 OW0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0420.See file dsdata.txt to determine how the superseded data were derived.
 OW0420
 OW0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9994377918(NAD 83)
 OW0420_MARKER: DD = SURVEY DISK
 OW0420_SETTING: 0 = UNSPECIFIED SETTING
 OW0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0420
 OW0420  HISTORY     - Date     Condition        Report By
 OW0420  HISTORY     - 1948     MONUMENTED       USGS
 OW0420
 OW0420                          STATION DESCRIPTION
 OW0420
 OW0420'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0420'STATION LOCATED ABOUT 7.9 MI. SE. BY E. OF KINNEAR, ON WIND RIVER
 OW0420'INDIAN RESERVATION, SECTION CORNER S20, S21, S29, S28, T 2 N,
 OW0420'R 3 E, ON SMALL RISE ABOUT 150 FT. N. OF BARNYARD FENCE OF FARM
 OW0420'OWNED BY WILLIAM DONOLSON.
 OW0420'
 OW0420'TO REACH FROM KINNEAR, FOLLOW SE. ON U.S. HIGHWAY 287 8.0 MI., TURN
 OW0420'LEFT ONTO DIRT GRADED RD. TRAVELLING 0.3 MI., CROSSING WYOMING CANAL
 OW0420'ON N. SIDE OF WHICH SEVERAL RDS. FAN OUT FROM A POINT, TAKE GOOD
 OW0420'GRADED RD. LEADING DUE N. 1.2 MI. TO Y-RD. FORKS, TURN LEFT
 OW0420'KEEPING ON MAIN GRADED RD. W. AND PARALLEL TO POWER LINE 0.3 MI. TO
 OW0420'Y-RD. FORKS, FOLLOW CURVE OF RD. AROUND TO RIGHT AND GO N. 0.6
 OW0420'MI. TO A POINT ABOUT 150 FT. BEFORE REACHING A RIGHT ANGLE CURVE OF
 OW0420'MAIN RD., TURN RIGHT ONTO RD. LEADING E. TO A FARMHOUSE AND DRIVE 0.1
 OW0420'MI., GOING TO N. OF FARMHOUSE THROUGH BARNYARD, TURNING N. THROUGH
 OW0420'OPENING IN BARNYARD FENCE TO HIGHEST POINT OF SMALL RISE AND STATION.
 OW0420'
 OW0420'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE, 0.1 FT. LOWER
 OW0420'THAN GROUND LEVEL AND STAMPED---KPOPE-2 1948---.
 OW0420'
 OW0420'REFERENCE MARK NO. 1--CHISELED CROSS IN GRANITE ROCK ABOUT 0.7 FT. IN
 OW0420'DIAMETER ANCHORED IN CONCRETE, 16.36 FT. W. FROM STATION IN TRUE
 OW0420'AZIMUTH 94 DEGREES 55 MINUTES.
 OW0420'
 OW0420'REFERENCE MARK NO. 2--COPPER NAIL DRIVEN INTO A POST OF BARNYARD
 OW0420'FENCE, 151.97 FT. S. FROM STATION, N 78 DEGREES 03 MINUTES
 OW0420'SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1188 ***********************************************************************
 MO1188  DESIGNATION -  KTCR 1
 MO1188  PID         -  MO1188
 MO1188  STATE/COUNTY-  WY/ALBANY
 MO1188  USGS QUAD   -  BALDY MOUNTAIN (1981)
 MO1188
 MO1188                         *CURRENT SURVEY CONTROL
 MO1188  ___________________________________________________________________
 MO1188* NAD 83(1993)-  41 30 15.36799(N)    105 25 03.70488(W)     ADJUSTED  
 MO1188* NAVD 88     -      2360.     (meters)    7743.     (feet)  SCALED    
 MO1188  ___________________________________________________________________
 MO1188  LAPLACE CORR-         -10.09  (seconds)                    DEFLEC99
 MO1188  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 MO1188
 MO1188  HORZ ORDER  -  THIRD
 MO1188
 MO1188.The horizontal coordinates were established by classical geodetic methods
 MO1188.and adjusted by the National Geodetic Survey in January 1997..
 MO1188
 MO1188.The orthometric height was scaled from a topographic map.
 MO1188
 MO1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1188
 MO1188.The geoid height was determined by GEOID03.
 MO1188
 MO1188;                    North         East     Units Scale Factor Converg.
 MO1188;SPC WY E     -   111,551.483   179,042.707   MT  0.99994290   -0 09 58.9
 MO1188;UTM  13      - 4,594,822.355   465,140.203   MT  0.99961495   -0 16 36.5
 MO1188
 MO1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1188!SPC WY E     -   0.99963181  x   0.99994290  =   0.99957473
 MO1188!UTM  13      -   0.99963181  x   0.99961495  =   0.99924690
 MO1188
 MO1188:                Primary Azimuth Mark                     Grid Az
 MO1188:SPC WY E     -  CONE                                     336 35 59.6
 MO1188:UTM  13      -  CONE                                     336 42 37.2
 MO1188
 MO1188|---------------------------------------------------------------------|
 MO1188| PID    Reference Object                     Distance      Geod. Az  |
 MO1188|                                                           dddmmss.s |
 MO1188| MO1189 CONE                                APPROX. 2.3 KM 3362600.7 |
 MO1188|---------------------------------------------------------------------|
 MO1188
 MO1188                          SUPERSEDED SURVEY CONTROL
 MO1188
 MO1188  NAD 83(1986)-  41 30 15.35292(N)    105 25 03.70182(W) AD(       ) 3
 MO1188  NAD 27      -  41 30 15.43960(N)    105 25 01.76159(W) AD(       ) 3
 MO1188
 MO1188.Superseded values are not recommended for survey control.
 MO1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1188.See file dsdata.txt to determine how the superseded data were derived.
 MO1188
 MO1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6514094822(NAD 83)
 MO1188_MARKER: DD = SURVEY DISK
 MO1188_SETTING: 80 = SET IN A BOULDER
 MO1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1188+STABILITY: SURFACE MOTION
 MO1188
 MO1188  HISTORY     - Date     Condition        Report By
 MO1188  HISTORY     - 1947     MONUMENTED       USGS
 MO1188
 MO1188                          STATION DESCRIPTION
 MO1188
 MO1188'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1188'LOCATED IN SEC. 25, T 18 N, R 72 W, ON W. END OF ROW OF ROCKS.
 MO1188'
 MO1188'TO REACH FROM LARAMIE, GO OUT 9TH STREET 7.4 MI. TO T-RD. NW., THENCE
 MO1188'LEFT 6.4 MI. TO Y-RD. S., THENCE NE. (RIGHT) 1.65 MI. TO Y-RD. W.,
 MO1188'THENCE NE. (LEFT) 0.95 MI. TO Y-RD. SW., THENCE ENE. (RIGHT) 1.65
 MO1188'MI. TO W. END OF ROW OF ROCKS, AT BEND IN RD. AND STATION.
 MO1188'
 MO1188'STATION MARK--STANDARD TABLET, SET IN LARGE BOULDER AND STAMPED
 MO1188'---KTCR-1 1947---.
 MO1188'
 MO1188'REFERENCE MARK NO. 1--DRILL HOLE IN CHISELED ARROW, 15.2 FT.,
 MO1188'N 61 DEG E.
 MO1188'
 MO1188'REFERENCE MARK NO. 2--DRILL HOLE IN CHISELED ARROW, 24.5 FT.,
 MO1188'N 55 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0483 ***********************************************************************
 MO0483  DESIGNATION -  L
 MO0483  PID         -  MO0483
 MO0483  STATE/COUNTY-  WY/ALBANY
 MO0483  USGS QUAD   -  DALE CREEK (1987)
 MO0483
 MO0483                         *CURRENT SURVEY CONTROL
 MO0483  ___________________________________________________________________
 MO0483* NAD 83(1986)-  41 06 15.     (N)    105 27 16.     (W)     SCALED    
 MO0483* NAVD 88     -      2440.764  (meters)    8007.74   (feet)  ADJUSTED  
 MO0483  ___________________________________________________________________
 MO0483  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 MO0483  DYNAMIC HT  -        2438.508 (meters)    8000.34  (feet)  COMP
 MO0483  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 MO0483
 MO0483  VERT ORDER  -  FIRST     CLASS II
 MO0483
 MO0483.The horizontal coordinates were scaled from a topographic map and have
 MO0483.an estimated accuracy of +/- 6 seconds.
 MO0483
 MO0483.The orthometric height was determined by differential leveling
 MO0483.and adjusted by the National Geodetic Survey in June 1991..
 MO0483.WARNING-Repeat measurements at this control monument indicate possible
 MO0483.vertical movement.
 MO0483
 MO0483.The geoid height was determined by GEOID03.
 MO0483
 MO0483.The dynamic height is computed by dividing the NAVD 88
 MO0483.geopotential number by the normal gravity value computed on the
 MO0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0483.degrees latitude (g = 980.6199 gals.).
 MO0483
 MO0483.The modeled gravity was interpolated from observed gravity values.
 MO0483
 MO0483;                    North         East    Units  Estimated Accuracy
 MO0483;SPC WY E     -    67,130.      175,830.      MT  (+/- 180 meters Scaled)
 MO0483
 MO0483                          SUPERSEDED SURVEY CONTROL
 MO0483
 MO0483  NGVD 29 (??/??/92) 2439.599  (m)         8003.92   (f) ADJ UNCH    1 2
 MO0483
 MO0483.Superseded values are not recommended for survey control.
 MO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0483.See file dsdata.txt to determine how the superseded data were derived.
 MO0483
 MO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF618504(NAD 83)
 MO0483_MARKER: Z = SEE DESCRIPTION
 MO0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0483_SP_SET: ABUTMENT
 MO0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0483
 MO0483  HISTORY     - Date     Condition        Report By
 MO0483  HISTORY     - UNK      MONUMENTED       CGS
 MO0483  HISTORY     - 1956     GOOD             NGS
 MO0483  HISTORY     - 1985     GOOD             DMA
 MO0483
 MO0483                          STATION DESCRIPTION
 MO0483
 MO0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0483'7.9 MI W FROM SHERMAN.
 MO0483'3.8 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0483'RAILROAD STATION SIGN AT SHERMAN, THENCE 4.1 MILES SOUTHWEST
 MO0483'ALONG THE FORMER RIGHT OF WAY OF THE UNION PACIFIC RAILROAD,
 MO0483'IN THE TOP OF THE SOUTHWEST STONE ABUTMENT OF A FORMER BRIDGE
 MO0483'OVER DALE CREEK, 23.7 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 MO0483'ABUTMENT, SURROUNDED BY THE LETTERS USBM, IN SECTION 10, TOWNSHIP
 MO0483'13 NORTH, RANGE 72 WEST.
 MO0483
 MO0483                          STATION RECOVERY (1985)
 MO0483
 MO0483'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0140 ***********************************************************************
 NQ0140  DESIGNATION -  L 1
 NQ0140  PID         -  NQ0140
 NQ0140  STATE/COUNTY-  WY/PLATTE
 NQ0140  USGS QUAD   -  DWYER (1990)
 NQ0140
 NQ0140                         *CURRENT SURVEY CONTROL
 NQ0140  ___________________________________________________________________
 NQ0140* NAD 83(1986)-  42 13 32.     (N)    104 55 52.     (W)     SCALED    
 NQ0140* NAVD 88     -      1446.379  (meters)    4745.33   (feet)  ADJUSTED  
 NQ0140  ___________________________________________________________________
 NQ0140  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0140  DYNAMIC HT  -        1445.460 (meters)    4742.31  (feet)  COMP
 NQ0140  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 NQ0140
 NQ0140  VERT ORDER  -  FIRST     CLASS II
 NQ0140
 NQ0140.The horizontal coordinates were scaled from a topographic map and have
 NQ0140.an estimated accuracy of +/- 6 seconds.
 NQ0140
 NQ0140.The orthometric height was determined by differential leveling
 NQ0140.and adjusted by the National Geodetic Survey in June 1991..
 NQ0140
 NQ0140.The geoid height was determined by GEOID03.
 NQ0140
 NQ0140.The dynamic height is computed by dividing the NAVD 88
 NQ0140.geopotential number by the normal gravity value computed on the
 NQ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0140.degrees latitude (g = 980.6199 gals.).
 NQ0140
 NQ0140.The modeled gravity was interpolated from observed gravity values.
 NQ0140
 NQ0140;                    North         East    Units  Estimated Accuracy
 NQ0140;SPC WY E     -   191,660.      219,450.      MT  (+/- 180 meters Scaled)
 NQ0140
 NQ0140                          SUPERSEDED SURVEY CONTROL
 NQ0140
 NQ0140  NGVD 29 (??/??/92) 1445.576  (m)         4742.69   (f) ADJ UNCH    1 2
 NQ0140
 NQ0140.Superseded values are not recommended for survey control.
 NQ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0140.See file dsdata.txt to determine how the superseded data were derived.
 NQ0140
 NQ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG056748(NAD 83)
 NQ0140_MARKER: Z = SEE DESCRIPTION
 NQ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0140+STABILITY: SURFACE MOTION
 NQ0140
 NQ0140  HISTORY     - Date     Condition        Report By
 NQ0140  HISTORY     - UNK      MONUMENTED       CGS
 NQ0140  HISTORY     - 1956     GOOD             NGS
 NQ0140
 NQ0140                          STATION DESCRIPTION
 NQ0140
 NQ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0140'15.1 MI NW FROM WHEATLAND.
 NQ0140'15.1 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0140'FROM THE STATION AT WHEATLAND, 9.7 FEET NORTHWEST OF THE 2ND
 NQ0140'POLE NORTHWEST OF MILEPOST 229, 38.4 FEET NORTHEAST OF THE
 NQ0140'NORTHEAST RAIL, 59 FEET SOUTHWEST OF A FENCE, IN LINE WITH A
 NQ0140'ROW OF TELEPHONE POLES, 1 FOOT SOUTHEAST OF A WITNESS POST,
 NQ0140'SURROUNDED BY THE LETTERS USBM, IN THE TOP OF A LIMESTONE
 NQ0140'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE SOUTHEAST
 NQ0140'1/4 OF SECTION 18, TOWNSHIP 26 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0055 ***********************************************************************
 PY0055  DESIGNATION -  L 10 RESET
 PY0055  PID         -  PY0055
 PY0055  STATE/COUNTY-  WY/TETON
 PY0055  USGS QUAD   -  CRAIG PASS (1986)
 PY0055
 PY0055                         *CURRENT SURVEY CONTROL
 PY0055  ___________________________________________________________________
 PY0055* NAD 83(1986)-  44 26 52.     (N)    110 42 27.     (W)     SCALED    
 PY0055* NAVD 88     -      2445.058  (meters)    8021.83   (feet)  ADJUSTED  
 PY0055  ___________________________________________________________________
 PY0055  GEOID HEIGHT-          -8.77  (meters)                     GEOID03
 PY0055  DYNAMIC HT  -        2443.405 (meters)    8016.40  (feet)  COMP
 PY0055  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 PY0055
 PY0055  VERT ORDER  -  FIRST     CLASS II
 PY0055
 PY0055.The horizontal coordinates were scaled from a topographic map and have
 PY0055.an estimated accuracy of +/- 6 seconds.
 PY0055
 PY0055.The orthometric height was determined by differential leveling
 PY0055.and adjusted by the National Geodetic Survey in June 1991..
 PY0055.WARNING-Repeat measurements at this control monument indicate possible
 PY0055.vertical movement.
 PY0055
 PY0055.The geoid height was determined by GEOID03.
 PY0055
 PY0055.The dynamic height is computed by dividing the NAVD 88
 PY0055.geopotential number by the normal gravity value computed on the
 PY0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0055.degrees latitude (g = 980.6199 gals.).
 PY0055
 PY0055.The modeled gravity was interpolated from observed gravity values.
 PY0055
 PY0055;                    North         East    Units  Estimated Accuracy
 PY0055;SPC WY W     -   538,690.      750,320.      MT  (+/- 180 meters Scaled)
 PY0055
 PY0055                          SUPERSEDED SURVEY CONTROL
 PY0055
 PY0055  NGVD 29 (08/20/92) 2443.661  (m)         8017.24   (f) ADJUSTED    1 2
 PY0055
 PY0055.Superseded values are not recommended for survey control.
 PY0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0055.See file dsdata.txt to determine how the superseded data were derived.
 PY0055
 PY0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ232216(NAD 83)
 PY0055_MARKER: DB = BENCH MARK DISK
 PY0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0055_SP_SET: CONCRETE POST
 PY0055_STAMPING: L 10 RESET 1937
 PY0055_MARK LOGO: CGS   
 PY0055_PROJECTION: PROJECTING 40 CENTIMETERS
 PY0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0055+STABILITY: SURFACE MOTION
 PY0055
 PY0055  HISTORY     - Date     Condition        Report By
 PY0055  HISTORY     - 1937     MONUMENTED       BPR
 PY0055  HISTORY     - 1938     GOOD             BPR
 PY0055  HISTORY     - 1987     GOOD             NGS
 PY0055
 PY0055                          STATION DESCRIPTION
 PY0055
 PY0055'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1938
 PY0055'9.5 MI SE FROM OLD FAITHFUL.
 PY0055'9.5 MILES SOUTHEAST ALONG THE OLD FAITHFUL-THUMB RANGER STATION ROAD
 PY0055'FROM OLD FAITHFUL, YELLOWSTONE NATIONAL PARK, AT THE EAST EDGE OF
 PY0055'HERON CREEK, AND NORTH OF THE ROAD.  A STANDARD DISK, STAMPED L 10
 PY0055'RESET 1937 AND SET IN THE TOP OF A CONCRETE POST.
 PY0055
 PY0055                          STATION RECOVERY (1987)
 PY0055
 PY0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0055'RECOVERED IN FAIR CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.5 KM
 PY0055'(9.00 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY FROM THE
 PY0055'SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST THUMB,
 PY0055'ALONG THE EAST BANK OF HURRON CREEK, AND 7.2 M (23.6 FT) NORTHWEST OF
 PY0055'THE CENTERLINE OF THE HIGHWAY.  NOTE--THE MONUMENT IS WEATHER BEATEN
 PY0055'AND HAS SEVERAL CRACKS AND IS STARTING TO CRUMBLE, BUT IS SOLID IN
 PY0055'PLACE.
 PY0055'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0134 ***********************************************************************
 OU0134  DESIGNATION -  L 100
 OU0134  PID         -  OU0134
 OU0134  STATE/COUNTY-  WY/NIOBRARA
 OU0134  USGS QUAD   -  RABBIT MOUNTAINS (1981)
 OU0134
 OU0134                         *CURRENT SURVEY CONTROL
 OU0134  ___________________________________________________________________
 OU0134* NAD 83(1986)-  43 05 06.     (N)    104 32 38.     (W)     SCALED    
 OU0134* NAVD 88     -      1358.969  (meters)    4458.55   (feet)  ADJUSTED  
 OU0134  ___________________________________________________________________
 OU0134  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 OU0134  DYNAMIC HT  -        1358.260 (meters)    4456.22  (feet)  COMP
 OU0134  MODELED GRAV-     980,050.9   (mgal)                       NAVD 88
 OU0134
 OU0134  VERT ORDER  -  SECOND    CLASS 0
 OU0134
 OU0134.The horizontal coordinates were scaled from a topographic map and have
 OU0134.an estimated accuracy of +/- 6 seconds.
 OU0134
 OU0134.The orthometric height was determined by differential leveling
 OU0134.and adjusted by the National Geodetic Survey in June 1991..
 OU0134
 OU0134.The geoid height was determined by GEOID03.
 OU0134
 OU0134.The dynamic height is computed by dividing the NAVD 88
 OU0134.geopotential number by the normal gravity value computed on the
 OU0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0134.degrees latitude (g = 980.6199 gals.).
 OU0134
 OU0134.The modeled gravity was interpolated from observed gravity values.
 OU0134
 OU0134;                    North         East    Units  Estimated Accuracy
 OU0134;SPC WY E     -   287,280.      250,710.      MT  (+/- 180 meters Scaled)
 OU0134
 OU0134                          SUPERSEDED SURVEY CONTROL
 OU0134
 OU0134  NGVD 29 (??/??/92) 1358.266  (m)         4456.24   (f) ADJ UNCH    2 0
 OU0134
 OU0134.Superseded values are not recommended for survey control.
 OU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0134.See file dsdata.txt to determine how the superseded data were derived.
 OU0134
 OU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH371703(NAD 83)
 OU0134_MARKER: DB = BENCH MARK DISK
 OU0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0134_STAMPING: L 100 1956
 OU0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0134+STABILITY: SURFACE MOTION
 OU0134
 OU0134  HISTORY     - Date     Condition        Report By
 OU0134  HISTORY     - 1956     MONUMENTED       CGS
 OU0134  HISTORY     - 1957     GOOD             NGS
 OU0134  HISTORY     - 1976     GOOD             USGS
 OU0134
 OU0134                          STATION DESCRIPTION
 OU0134
 OU0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0134'9.4 MI NE FROM LANCE CREEK.
 OU0134'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0134'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0134'THENCE 1.0 MILE NORTHWEST ALONG A WINDING TRACK ROAD, 400 FEET
 OU0134'SOUTH OF THE EAST POINT OF A ROCKY HILL, AT A CURVE IN THE
 OU0134'ROAD, 199 FEET WEST OF A FENCE CORNER, 76 FEET SOUTH OF THE
 OU0134'CENTER LINE OF A TRACK ROAD, 3.7 FEET NORTH OF A FENCE, 1.8 FEET
 OU0134'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 OU0134'PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 OU0134'SECTION 21, TOWNSHIP 21, TOWNSHIP 36 NORTH, RANGE 64 WEST.
 OU0134
 OU0134                          STATION RECOVERY (1976)
 OU0134
 OU0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0134'LANCE CREEK POST OFFICE, 7.0 MI EAST FROM ALONG STATE HWY. 270,
 OU0134'THENCE, 2.4 MILES NORTH ALONG A GRADED DIRT ROAD, IN THE NE 1/4 OF
 OU0134'SEC. 21, T 36 N., R 64 W., 228 FEET WEST ALONG FENCE FROM THE CENTER
 OU0134'OF THE ROAD, 3.7 FEET NORTH OF FENCE, SET IN THE TOP OF A CONCRETE
 OU0134'POST PROJECTING 0.7 FOOT ABOVE THE GROUND. A STANDARD DISK STAMPED "L
 OU0134'100 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0046 ***********************************************************************
 MP0046  DESIGNATION -  L 101
 MP0046  PID         -  MP0046
 MP0046  STATE/COUNTY-  WY/ALBANY
 MP0046  USGS QUAD   -  REX LAKE (1992)
 MP0046
 MP0046                         *CURRENT SURVEY CONTROL
 MP0046  ___________________________________________________________________
 MP0046* NAD 83(1986)-  41 18 15.     (N)    106 00 21.     (W)     SCALED    
 MP0046* NAVD 88     -      2307.278  (meters)    7569.79   (feet)  ADJUSTED  
 MP0046  ___________________________________________________________________
 MP0046  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 MP0046  DYNAMIC HT  -        2305.164 (meters)    7562.86  (feet)  COMP
 MP0046  MODELED GRAV-     979,623.5   (mgal)                       NAVD 88
 MP0046
 MP0046  VERT ORDER  -  FIRST     CLASS II
 MP0046
 MP0046.The horizontal coordinates were scaled from a topographic map and have
 MP0046.an estimated accuracy of +/- 6 seconds.
 MP0046
 MP0046.The orthometric height was determined by differential leveling
 MP0046.and adjusted by the National Geodetic Survey in June 1991..
 MP0046
 MP0046.The geoid height was determined by GEOID03.
 MP0046
 MP0046.The dynamic height is computed by dividing the NAVD 88
 MP0046.geopotential number by the normal gravity value computed on the
 MP0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0046.degrees latitude (g = 980.6199 gals.).
 MP0046
 MP0046.The modeled gravity was interpolated from observed gravity values.
 MP0046
 MP0046;                    North         East    Units  Estimated Accuracy
 MP0046;SPC WY E     -    89,640.      129,730.      MT  (+/- 180 meters Scaled)
 MP0046
 MP0046                          SUPERSEDED SURVEY CONTROL
 MP0046
 MP0046  NGVD 29 (??/??/92) 2306.108  (m)         7565.96   (f) ADJ UNCH    1 2
 MP0046
 MP0046.Superseded values are not recommended for survey control.
 MP0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0046.See file dsdata.txt to determine how the superseded data were derived.
 MP0046
 MP0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF157730(NAD 83)
 MP0046_MARKER: DB = BENCH MARK DISK
 MP0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0046_SP_SET: ABUTMENT
 MP0046_STAMPING: L 101 1956
 MP0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0046
 MP0046  HISTORY     - Date     Condition        Report By
 MP0046  HISTORY     - 1956     MONUMENTED       CGS
 MP0046
 MP0046                          STATION DESCRIPTION
 MP0046
 MP0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0046'7.1 MI E FROM CENTENNIAL.
 MP0046'7.1 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0046'FROM THE STATION AT CENTENNIAL, 10 POLES EAST OF MILEPOST 23, 3.3 FEET
 MP0046'SOUTH OF THE SOUTH RAIL, 1.5 FEET BELOW THE TOP OF THE RAILS, SET IN
 MP0046'THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A BRIDGE
 MP0046'OVER A CANAL, IN SECTION 2, TOWNSHIP 15 NORTH, RANGE 77 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0111 ***********************************************************************
 MQ0111  DESIGNATION -  L 103
 MQ0111  PID         -  MQ0111
 MQ0111  STATE/COUNTY-  WY/SWEETWATER
 MQ0111  USGS QUAD   -  THAYER JUNCTION (1978)
 MQ0111
 MQ0111                         *CURRENT SURVEY CONTROL
 MQ0111  ___________________________________________________________________
 MQ0111* NAD 83(1986)-  41 40 07.     (N)    108 57 04.     (W)     SCALED    
 MQ0111* NAVD 88     -      1951.015  (meters)    6400.95   (feet)  POSTED    
 MQ0111  ___________________________________________________________________
 MQ0111  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MQ0111  DYNAMIC HT  -        1949.410 (meters)    6395.69  (feet)  COMP
 MQ0111  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 MQ0111
 MQ0111  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MQ0111
 MQ0111.The horizontal coordinates were scaled from a topographic map and have
 MQ0111.an estimated accuracy of +/- 6 seconds.
 MQ0111
 MQ0111.The orthometric height was determined by differential leveling
 MQ0111.and adjusted by the National Geodetic Survey in 1992..
 MQ0111.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MQ0111.rate of 1.1 thru 2.0 mm/km.
 MQ0111
 MQ0111.The geoid height was determined by GEOID03.
 MQ0111
 MQ0111.The dynamic height is computed by dividing the NAVD 88
 MQ0111.geopotential number by the normal gravity value computed on the
 MQ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0111.degrees latitude (g = 980.6199 gals.).
 MQ0111
 MQ0111.The modeled gravity was interpolated from observed gravity values.
 MQ0111
 MQ0111;                    North         East    Units  Estimated Accuracy
 MQ0111;SPC WYWC     -   129,790.      583,250.      MT  (+/- 180 meters Scaled)
 MQ0111
 MQ0111                          SUPERSEDED SURVEY CONTROL
 MQ0111
 MQ0111  NGVD 29 (??/??/92) 1949.731  (m)         6396.74   (f) ADJ UNCH    1 2
 MQ0111
 MQ0111.Superseded values are not recommended for survey control.
 MQ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0111.See file dsdata.txt to determine how the superseded data were derived.
 MQ0111
 MQ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM705150(NAD 83)
 MQ0111_MARKER: DB = BENCH MARK DISK
 MQ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0111_STAMPING: L 103 1956
 MQ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0111+STABILITY: SURFACE MOTION
 MQ0111
 MQ0111  HISTORY     - Date     Condition        Report By
 MQ0111  HISTORY     - 1956     MONUMENTED       CGS
 MQ0111  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0111
 MQ0111                          STATION DESCRIPTION
 MQ0111
 MQ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0111'9.1 MI W FROM POINT OF ROCKS.
 MQ0111'9.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0111'AT POINT OF ROCKS, 16 POLES EAST OF MILEPOST 787, 90.4 FEET NORTH OF
 MQ0111'THE NORTH RAIL OF THE NORTH TRACK, 144 FEET SOUTH OF THE CENTER LINE
 MQ0111'OF U.S. HIGHWAY 30, 128 FEET NORTHWEST OF THE NORTH END OF A 36 INCH
 MQ0111'STEEL PIPE CULVERT, 3 FEET NORTH OF A FENCE, 2.5 FEET EAST OF A
 MQ0111'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MQ0111'FOOT ABOVE THE GROUND, IN SECTION 31, TOWNSHIP 20 NORTH, RANGE 102
 MQ0111'WEST.
 MQ0111
 MQ0111                          STATION RECOVERY (1983)
 MQ0111
 MQ0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0022 ***********************************************************************
 NQ0022  DESIGNATION -  L 104
 NQ0022  PID         -  NQ0022
 NQ0022  STATE/COUNTY-  WY/NIOBRARA
 NQ0022  USGS QUAD   -  NODE (1978)
 NQ0022
 NQ0022                         *CURRENT SURVEY CONTROL
 NQ0022  ___________________________________________________________________
 NQ0022* NAD 83(1986)-  42 43 32.     (N)    104 19 20.     (W)     SCALED    
 NQ0022* NAVD 88     -      1501.930  (meters)    4927.58   (feet)  ADJUSTED  
 NQ0022  ___________________________________________________________________
 NQ0022  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 NQ0022  DYNAMIC HT  -        1501.083 (meters)    4924.80  (feet)  COMP
 NQ0022  MODELED GRAV-     980,003.1   (mgal)                       NAVD 88
 NQ0022
 NQ0022  VERT ORDER  -  FIRST     CLASS II
 NQ0022
 NQ0022.The horizontal coordinates were scaled from a topographic map and have
 NQ0022.an estimated accuracy of +/- 6 seconds.
 NQ0022
 NQ0022.The orthometric height was determined by differential leveling
 NQ0022.and adjusted by the National Geodetic Survey in June 1991..
 NQ0022
 NQ0022.The geoid height was determined by GEOID03.
 NQ0022
 NQ0022.The dynamic height is computed by dividing the NAVD 88
 NQ0022.geopotential number by the normal gravity value computed on the
 NQ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0022.degrees latitude (g = 980.6199 gals.).
 NQ0022
 NQ0022.The modeled gravity was interpolated from observed gravity values.
 NQ0022
 NQ0022;                    North         East    Units  Estimated Accuracy
 NQ0022;SPC WY E     -   247,510.      269,160.      MT  (+/- 180 meters Scaled)
 NQ0022
 NQ0022                          SUPERSEDED SURVEY CONTROL
 NQ0022
 NQ0022  NGVD 29 (??/??/92) 1501.244  (m)         4925.33   (f) ADJ UNCH    1 2
 NQ0022
 NQ0022.Superseded values are not recommended for survey control.
 NQ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0022.See file dsdata.txt to determine how the superseded data were derived.
 NQ0022
 NQ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH554305(NAD 83)
 NQ0022_MARKER: DB = BENCH MARK DISK
 NQ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0022_STAMPING: L 104 1954
 NQ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0022+STABILITY: SURFACE MOTION
 NQ0022
 NQ0022  HISTORY     - Date     Condition        Report By
 NQ0022  HISTORY     - 1954     MONUMENTED       CGS
 NQ0022
 NQ0022                          STATION DESCRIPTION
 NQ0022
 NQ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0022'7.2 MI E FROM LUSK.
 NQ0022'7.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0022'FROM THE STATION AT LUSK, 3 POLES WEST OF A ROAD CROSSING, ACROSS
 NQ0022'THE TRACK FROM MILEPOST 484, 96 FEET NORTH OF THE NORTH RAIL,
 NQ0022'2 FEET SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN
 NQ0022'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 NQ0022'GROUND.  IN THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 32 NORTH,
 NQ0022'RANGE 62 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0253 ***********************************************************************
 NQ0253  DESIGNATION -  L 105
 NQ0253  PID         -  NQ0253
 NQ0253  STATE/COUNTY-  WY/CONVERSE
 NQ0253  USGS QUAD   -  SHAWNEE (1961)
 NQ0253
 NQ0253                         *CURRENT SURVEY CONTROL
 NQ0253  ___________________________________________________________________
 NQ0253* NAD 83(1986)-  42 41 31.     (N)    105 06 40.     (W)     SCALED    
 NQ0253* NAVD 88     -      1453.551  (meters)    4768.86   (feet)  ADJUSTED  
 NQ0253  ___________________________________________________________________
 NQ0253  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NQ0253  DYNAMIC HT  -        1452.678 (meters)    4765.99  (feet)  COMP
 NQ0253  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 NQ0253
 NQ0253  VERT ORDER  -  FIRST     CLASS II
 NQ0253
 NQ0253.The horizontal coordinates were scaled from a topographic map and have
 NQ0253.an estimated accuracy of +/- 6 seconds.
 NQ0253
 NQ0253.The orthometric height was determined by differential leveling
 NQ0253.and adjusted by the National Geodetic Survey in June 1991..
 NQ0253
 NQ0253.The geoid height was determined by GEOID03.
 NQ0253
 NQ0253.The dynamic height is computed by dividing the NAVD 88
 NQ0253.geopotential number by the normal gravity value computed on the
 NQ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0253.degrees latitude (g = 980.6199 gals.).
 NQ0253
 NQ0253.The modeled gravity was interpolated from observed gravity values.
 NQ0253
 NQ0253;                    North         East    Units  Estimated Accuracy
 NQ0253;SPC WY E     -   243,440.      204,550.      MT  (+/- 180 meters Scaled)
 NQ0253
 NQ0253                          SUPERSEDED SURVEY CONTROL
 NQ0253
 NQ0253  NGVD 29 (??/??/92) 1452.748  (m)         4766.22   (f) ADJ UNCH    1 2
 NQ0253
 NQ0253.Superseded values are not recommended for survey control.
 NQ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0253.See file dsdata.txt to determine how the superseded data were derived.
 NQ0253
 NQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH908266(NAD 83)
 NQ0253_MARKER: DB = BENCH MARK DISK
 NQ0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0253_SP_SET: PILLAR
 NQ0253_STAMPING: L 105 1954
 NQ0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0253
 NQ0253  HISTORY     - Date     Condition        Report By
 NQ0253  HISTORY     - 1954     MONUMENTED       CGS
 NQ0253
 NQ0253                          STATION DESCRIPTION
 NQ0253
 NQ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0253'5 MI NE FROM ORIN.
 NQ0253'4.95 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0253'FROM THE STATION AT ORIN, 6 POLES SOUTHWEST OF MILEPOST 527,
 NQ0253'8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5 FEET BELOW THE TOP OF
 NQ0253'THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 NQ0253'CONCRETE PILLAR OF STEEL GIRDER BRIDGE 839.  IN THE SOUTHWEST
 NQ0253'1/4 OF SECTION 35, TOWNSHIP 32 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0529 ***********************************************************************
 MO0529  DESIGNATION -  L 108
 MO0529  PID         -  MO0529
 MO0529  STATE/COUNTY-  WY/LARAMIE
 MO0529  USGS QUAD   -  SILVER CROWN (1978)
 MO0529
 MO0529                         *CURRENT SURVEY CONTROL
 MO0529  ___________________________________________________________________
 MO0529* NAD 83(1986)-  41 13 58.     (N)    105 04 59.     (W)     SCALED    
 MO0529* NAVD 88     -      2016.921  (meters)    6617.18   (feet)  ADJUSTED  
 MO0529  ___________________________________________________________________
 MO0529  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 MO0529  DYNAMIC HT  -        2015.101 (meters)    6611.21  (feet)  COMP
 MO0529  MODELED GRAV-     979,649.2   (mgal)                       NAVD 88
 MO0529
 MO0529  VERT ORDER  -  FIRST     CLASS II
 MO0529
 MO0529.The horizontal coordinates were scaled from a topographic map and have
 MO0529.an estimated accuracy of +/- 6 seconds.
 MO0529
 MO0529.The orthometric height was determined by differential leveling
 MO0529.and adjusted by the National Geodetic Survey in June 1991..
 MO0529
 MO0529.The geoid height was determined by GEOID03.
 MO0529
 MO0529.The dynamic height is computed by dividing the NAVD 88
 MO0529.geopotential number by the normal gravity value computed on the
 MO0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0529.degrees latitude (g = 980.6199 gals.).
 MO0529
 MO0529.The modeled gravity was interpolated from observed gravity values.
 MO0529
 MO0529;                    North         East    Units  Estimated Accuracy
 MO0529;SPC WY E     -    81,370.      207,010.      MT  (+/- 180 meters Scaled)
 MO0529
 MO0529                          SUPERSEDED SURVEY CONTROL
 MO0529
 MO0529  NGVD 29 (??/??/92) 2015.819  (m)         6613.57   (f) ADJ UNCH    1 2
 MO0529
 MO0529.Superseded values are not recommended for survey control.
 MO0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0529.See file dsdata.txt to determine how the superseded data were derived.
 MO0529
 MO0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF930646(NAD 83)
 MO0529_MARKER: DB = BENCH MARK DISK
 MO0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0529_SP_SET: CULVERT
 MO0529_STAMPING: L 108 1954
 MO0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0529
 MO0529  HISTORY     - Date     Condition        Report By
 MO0529  HISTORY     - 1954     MONUMENTED       CGS
 MO0529  HISTORY     - 1984     GOOD             DMA
 MO0529
 MO0529                          STATION DESCRIPTION
 MO0529
 MO0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0529'3.2 MI SE FROM FEDERAL.
 MO0529'3.25 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0529'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, 0.2 MILE NORTHWEST
 MO0529'OF MILEPOST 136, 30 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 20 FEET
 MO0529'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST END
 MO0529'OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT.
 MO0529
 MO0529                          STATION RECOVERY (1984)
 MO0529
 MO0529'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0021 ***********************************************************************
 PY0021  DESIGNATION -  L 11
 PY0021  PID         -  PY0021
 PY0021  STATE/COUNTY-  WY/PARK
 PY0021  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0021
 PY0021                         *CURRENT SURVEY CONTROL
 PY0021  ___________________________________________________________________
 PY0021* NAD 83(1986)-  44 46 02.     (N)    110 28 02.     (W)     SCALED    
 PY0021* NAVD 88     -      2607.482  (meters)    8554.71   (feet)  ADJUSTED  
 PY0021  ___________________________________________________________________
 PY0021  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0021  DYNAMIC HT  -        2605.752 (meters)    8549.04  (feet)  COMP
 PY0021  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 PY0021
 PY0021  VERT ORDER  -  FIRST     CLASS II
 PY0021
 PY0021.The horizontal coordinates were scaled from a topographic map and have
 PY0021.an estimated accuracy of +/- 6 seconds.
 PY0021
 PY0021.The orthometric height was determined by differential leveling
 PY0021.and adjusted by the National Geodetic Survey in June 1991..
 PY0021
 PY0021.The geoid height was determined by GEOID03.
 PY0021
 PY0021.The dynamic height is computed by dividing the NAVD 88
 PY0021.geopotential number by the normal gravity value computed on the
 PY0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0021.degrees latitude (g = 980.6199 gals.).
 PY0021
 PY0021.The modeled gravity was interpolated from observed gravity values.
 PY0021
 PY0021;                    North         East    Units  Estimated Accuracy
 PY0021;SPC WYWC     -   475,430.      464,060.      MT  (+/- 180 meters Scaled)
 PY0021
 PY0021                          SUPERSEDED SURVEY CONTROL
 PY0021
 PY0021  NGVD 29 (08/20/92) 2606.066  (m)         8550.07   (f) ADJUSTED    1 2
 PY0021
 PY0021.Superseded values are not recommended for survey control.
 PY0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0021.See file dsdata.txt to determine how the superseded data were derived.
 PY0021
 PY0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ421572(NAD 83)
 PY0021_MARKER: DB = BENCH MARK DISK
 PY0021_SETTING: 66 = SET IN ROCK OUTCROP
 PY0021_SP_SET: BEDROCK
 PY0021_STAMPING: L 11 1923
 PY0021_MARK LOGO: CGS   
 PY0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0021+STABILITY: POSITION/ELEVATION WELL
 PY0021
 PY0021  HISTORY     - Date     Condition        Report By
 PY0021  HISTORY     - UNK      MONUMENTED       CGS
 PY0021  HISTORY     - 1958     GOOD             USGS
 PY0021  HISTORY     - 1987     GOOD             NGS
 PY0021
 PY0021                          STATION DESCRIPTION
 PY0021
 PY0021'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0021'4.9 MI N FROM CANYON JUNCTION.
 PY0021'CANYON JUNCTION 2.55 MILES NORTH ALONG THE CANYON-JUNCTION AND TOWER
 PY0021'JUNCTION ROAD TO CAMP ROAD LEFT.  THENCE, LEFT ALONG THE CAMP ROAD AND
 PY0021'OLD ROAD FOR 0.6 MILE TO SMALL DRAIN CROSSING.  28 FEET WEST OF
 PY0021'CENTERLINE OF OLD ROAD.  32 FEET SOUTH OF THE WEST EDGE OF CULVERT, 4
 PY0021'FEET SOUTH OF THE SOUTH EDGE OF LARGE PINE AND 1.0 FEET EAST OF THE
 PY0021'BASE OF ROCK LEDGE AND LEVEL WITH THE ROAD.  A STANDARD U.S.C. AND
 PY0021'G.S. DISK (NOT STAMPED) CEMENTED IN ROCK LEDGE.
 PY0021
 PY0021                          STATION RECOVERY (1987)
 PY0021
 PY0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0021'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.0 KM
 PY0021'(2.50 MI) NORTHERLY ALONG CANYON VILLAGE-TOWER JUNCTION HIGHWAY FROM
 PY0021'THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, THENCE 0.9 KM
 PY0021'(0.55 MI) NORTHWEST ALONG AN ABANDONED ROAD BED, AT THE BASE OF A
 PY0021'ROCK LEDGE, 9.7 M (31.8 FT) SOUTH OF THE WEST END OF A PIPE CULVERT,
 PY0021'AND 7.6 M (24.9 FT) WEST OF THE CENTER OF A PAVED ROAD.  NOTE--THE
 PY0021'DISK IS STAMPED AS ABOVE.
 PY0021'THE MARK IS ABOVE LEVEL WITH THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0293 ***********************************************************************
 MO0293  DESIGNATION -  L 110
 MO0293  PID         -  MO0293
 MO0293  STATE/COUNTY-  WY/PLATTE
 MO0293  USGS QUAD   -  WHITCOMB HILL (1990)
 MO0293
 MO0293                         *CURRENT SURVEY CONTROL
 MO0293  ___________________________________________________________________
 MO0293* NAD 83(1986)-  41 42 08.     (N)    104 55 32.     (W)     SCALED    
 MO0293* NAVD 88     -      1679.405  (meters)    5509.85   (feet)  ADJUSTED  
 MO0293  ___________________________________________________________________
 MO0293  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 MO0293  DYNAMIC HT  -        1678.138 (meters)    5505.69  (feet)  COMP
 MO0293  MODELED GRAV-     979,808.6   (mgal)                       NAVD 88
 MO0293
 MO0293  VERT ORDER  -  FIRST     CLASS II
 MO0293
 MO0293.The horizontal coordinates were scaled from a topographic map and have
 MO0293.an estimated accuracy of +/- 6 seconds.
 MO0293
 MO0293.The orthometric height was determined by differential leveling
 MO0293.and adjusted by the National Geodetic Survey in June 1991..
 MO0293
 MO0293.The geoid height was determined by GEOID03.
 MO0293
 MO0293.The dynamic height is computed by dividing the NAVD 88
 MO0293.geopotential number by the normal gravity value computed on the
 MO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0293.degrees latitude (g = 980.6199 gals.).
 MO0293
 MO0293.The modeled gravity was interpolated from observed gravity values.
 MO0293
 MO0293;                    North         East    Units  Estimated Accuracy
 MO0293;SPC WY E     -   133,530.      220,070.      MT  (+/- 180 meters Scaled)
 MO0293
 MO0293                          SUPERSEDED SURVEY CONTROL
 MO0293
 MO0293  NGVD 29 (??/??/92) 1678.490  (m)         5506.85   (f) ADJ UNCH    1 2
 MO0293
 MO0293.Superseded values are not recommended for survey control.
 MO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0293.See file dsdata.txt to determine how the superseded data were derived.
 MO0293
 MO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG061167(NAD 83)
 MO0293_MARKER: DB = BENCH MARK DISK
 MO0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0293_STAMPING: L 110 1954
 MO0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0293+STABILITY: SURFACE MOTION
 MO0293
 MO0293  HISTORY     - Date     Condition        Report By
 MO0293  HISTORY     - 1954     MONUMENTED       CGS
 MO0293
 MO0293                          STATION DESCRIPTION
 MO0293
 MO0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0293'6.8 MI SW FROM CHUGWATER.
 MO0293'6.8 MILES SOUTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0293'THE STATION AT CHUGWATER, 0.1 MILE NORTHEAST OF A GATE, 114 FEET
 MO0293'NORTHWEST OF MILEPOST 182, 94 FEET NORTHWEST OF THE NORTHWEST
 MO0293'RAIL, 3 FEET SOUTHEAST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS
 MO0293'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 MO0293'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0263 ***********************************************************************
 MO0263  DESIGNATION -  L 111
 MO0263  PID         -  MO0263
 MO0263  STATE/COUNTY-  WY/PLATTE
 MO0263  USGS QUAD   -  FERGUSON CORNER (1990)
 MO0263
 MO0263                         *CURRENT SURVEY CONTROL
 MO0263  ___________________________________________________________________
 MO0263* NAD 83(1986)-  41 59 22.     (N)    104 55 46.     (W)     SCALED    
 MO0263* NAVD 88     -      1450.092  (meters)    4757.51   (feet)  ADJUSTED  
 MO0263  ___________________________________________________________________
 MO0263  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 MO0263  DYNAMIC HT  -        1449.129 (meters)    4754.35  (feet)  COMP
 MO0263  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 MO0263
 MO0263  VERT ORDER  -  FIRST     CLASS II
 MO0263
 MO0263.The horizontal coordinates were scaled from a topographic map and have
 MO0263.an estimated accuracy of +/- 6 seconds.
 MO0263
 MO0263.The orthometric height was determined by differential leveling
 MO0263.and adjusted by the National Geodetic Survey in June 1991..
 MO0263
 MO0263.The geoid height was determined by GEOID03.
 MO0263
 MO0263.The dynamic height is computed by dividing the NAVD 88
 MO0263.geopotential number by the normal gravity value computed on the
 MO0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0263.degrees latitude (g = 980.6199 gals.).
 MO0263
 MO0263.The modeled gravity was interpolated from observed gravity values.
 MO0263
 MO0263;                    North         East    Units  Estimated Accuracy
 MO0263;SPC WY E     -   165,430.      219,660.      MT  (+/- 180 meters Scaled)
 MO0263
 MO0263                          SUPERSEDED SURVEY CONTROL
 MO0263
 MO0263  NGVD 29 (??/??/92) 1449.275  (m)         4754.83   (f) ADJ UNCH    1 2
 MO0263
 MO0263.Superseded values are not recommended for survey control.
 MO0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0263.See file dsdata.txt to determine how the superseded data were derived.
 MO0263
 MO0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG058486(NAD 83)
 MO0263_MARKER: DB = BENCH MARK DISK
 MO0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0263_STAMPING: L 111 1954
 MO0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0263+STABILITY: SURFACE MOTION
 MO0263
 MO0263  HISTORY     - Date     Condition        Report By
 MO0263  HISTORY     - 1954     MONUMENTED       CGS
 MO0263
 MO0263                          STATION DESCRIPTION
 MO0263
 MO0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0263'5.2 MI S FROM WHEATLAND.
 MO0263'5.2 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0263'THE STATION AT WHEATLAND, 0.25 MILE SOUTHEAST OF MILEPOST 209,
 MO0263'ON THE SOUTHEAST SLOPE OF A HILL, AT THE SOUTHEAST END OF A
 MO0263'CUT, 50.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 18 FEET SOUTHEAST
 MO0263'OF A TELEPHONE POLE, 3 FEET NORTHEAST OF A FENCE, 2.6 FEET
 MO0263'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0263'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, IN THE
 MO0263'SOUTHEAST 1/4 OF SECTION 6, TOWNSHIP 23 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0177 ***********************************************************************
 OU0177  DESIGNATION -  L 112
 OU0177  PID         -  OU0177
 OU0177  STATE/COUNTY-  WY/NIOBRARA
 OU0177  USGS QUAD   -  WAGONHOUND CREEK NE (1981)
 OU0177
 OU0177                         *CURRENT SURVEY CONTROL
 OU0177  ___________________________________________________________________
 OU0177* NAD 83(1986)-  43 25 15.     (N)    104 50 29.     (W)     SCALED    
 OU0177* NAVD 88     -      1412.352  (meters)    4633.69   (feet)  ADJUSTED  
 OU0177  ___________________________________________________________________
 OU0177  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 OU0177  DYNAMIC HT  -        1411.609 (meters)    4631.25  (feet)  COMP
 OU0177  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 OU0177
 OU0177  VERT ORDER  -  SECOND    CLASS 0
 OU0177
 OU0177.The horizontal coordinates were scaled from a topographic map and have
 OU0177.an estimated accuracy of +/- 6 seconds.
 OU0177
 OU0177.The orthometric height was determined by differential leveling
 OU0177.and adjusted by the National Geodetic Survey in June 1991..
 OU0177
 OU0177.The geoid height was determined by GEOID03.
 OU0177
 OU0177.The dynamic height is computed by dividing the NAVD 88
 OU0177.geopotential number by the normal gravity value computed on the
 OU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0177.degrees latitude (g = 980.6199 gals.).
 OU0177
 OU0177.The modeled gravity was interpolated from observed gravity values.
 OU0177
 OU0177;                    North         East    Units  Estimated Accuracy
 OU0177;SPC WY E     -   324,460.      226,340.      MT  (+/- 180 meters Scaled)
 OU0177
 OU0177                          SUPERSEDED SURVEY CONTROL
 OU0177
 OU0177  NGVD 29 (??/??/92) 1411.598  (m)         4631.22   (f) ADJ UNCH    2 0
 OU0177
 OU0177.Superseded values are not recommended for survey control.
 OU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0177.See file dsdata.txt to determine how the superseded data were derived.
 OU0177
 OU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ128075(NAD 83)
 OU0177_MARKER: DB = BENCH MARK DISK
 OU0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0177_STAMPING: L 112 1956
 OU0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0177+STABILITY: SURFACE MOTION
 OU0177
 OU0177  HISTORY     - Date     Condition        Report By
 OU0177  HISTORY     - 1956     MONUMENTED       CGS
 OU0177  HISTORY     - 1957     GOOD             NGS
 OU0177
 OU0177                          STATION DESCRIPTION
 OU0177
 OU0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0177'11.1 MI E FROM DULL CENTER.
 OU0177'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0177'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0177'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0177'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE
 OU0177'0.6 MILE SOUTHEAST ALONG A GRADED DIRT ROAD, 0.6 MILE EAST OF A
 OU0177'RANCH HOUSE, 0.15 MILE WEST OF A FENCE CORNER AND CATTLE GUARD,
 OU0177'36 FEET SOUTH OF THE CENTER LINE OF A ROAD, 2.2 FEET NORTH OF
 OU0177'A FENCE, 2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 OU0177'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN
 OU0177'THE NORTHEAST 1/4 OF SECTION 25, TOWNSHIP 40 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0116 ***********************************************************************
 NQ0116  DESIGNATION -  L 113
 NQ0116  PID         -  NQ0116
 NQ0116  STATE/COUNTY-  WY/PLATTE
 NQ0116  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0116
 NQ0116                         *CURRENT SURVEY CONTROL
 NQ0116  ___________________________________________________________________
 NQ0116* NAD 83(1986)-  42 22 03.     (N)    104 54 24.     (W)     SCALED    
 NQ0116* NAVD 88     -      1360.669  (meters)    4464.13   (feet)  ADJUSTED  
 NQ0116  ___________________________________________________________________
 NQ0116  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NQ0116  DYNAMIC HT  -        1359.843 (meters)    4461.42  (feet)  COMP
 NQ0116  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 NQ0116
 NQ0116  VERT ORDER  -  FIRST     CLASS II
 NQ0116
 NQ0116.The horizontal coordinates were scaled from a topographic map and have
 NQ0116.an estimated accuracy of +/- 6 seconds.
 NQ0116
 NQ0116.The orthometric height was determined by differential leveling
 NQ0116.and adjusted by the National Geodetic Survey in June 1991..
 NQ0116
 NQ0116.The geoid height was determined by GEOID03.
 NQ0116
 NQ0116.The dynamic height is computed by dividing the NAVD 88
 NQ0116.geopotential number by the normal gravity value computed on the
 NQ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0116.degrees latitude (g = 980.6199 gals.).
 NQ0116
 NQ0116.The modeled gravity was interpolated from observed gravity values.
 NQ0116
 NQ0116;                    North         East    Units  Estimated Accuracy
 NQ0116;SPC WY E     -   207,430.      221,420.      MT  (+/- 180 meters Scaled)
 NQ0116
 NQ0116                          SUPERSEDED SURVEY CONTROL
 NQ0116
 NQ0116  NGVD 29 (??/??/92) 1359.897  (m)         4461.60   (f) ADJ UNCH    1 2
 NQ0116
 NQ0116.Superseded values are not recommended for survey control.
 NQ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0116.See file dsdata.txt to determine how the superseded data were derived.
 NQ0116
 NQ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG076905(NAD 83)
 NQ0116_MARKER: DB = BENCH MARK DISK
 NQ0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0116_SP_SET: CULVERT
 NQ0116_STAMPING: L 113 1956
 NQ0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0116
 NQ0116  HISTORY     - Date     Condition        Report By
 NQ0116  HISTORY     - 1956     MONUMENTED       CGS
 NQ0116
 NQ0116                          STATION DESCRIPTION
 NQ0116
 NQ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0116'13.1 MI SE FROM GLENDO.
 NQ0116'13.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0116'RAILROAD FROM THE STATION AT GLENDO, 2 1/4 RAILS SOUTH OF MILEPOST
 NQ0116'107, 8 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE NORTH
 NQ0116'END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0086 ***********************************************************************
 MQ0086  DESIGNATION -  L 114
 MQ0086  PID         -  MQ0086
 MQ0086  STATE/COUNTY-  WY/SWEETWATER
 MQ0086  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0086
 MQ0086                         *CURRENT SURVEY CONTROL
 MQ0086  ___________________________________________________________________
 MQ0086* NAD 83(1986)-  41 32 13.     (N)    108 41 17.     (W)     SCALED    
 MQ0086* NAVD 88     -      2021.059  (meters)    6630.76   (feet)  ADJUSTED  
 MQ0086  ___________________________________________________________________
 MQ0086  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 MQ0086  DYNAMIC HT  -        2019.317 (meters)    6625.04  (feet)  COMP
 MQ0086  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 MQ0086
 MQ0086  VERT ORDER  -  FIRST     CLASS II
 MQ0086
 MQ0086.The horizontal coordinates were scaled from a topographic map and have
 MQ0086.an estimated accuracy of +/- 6 seconds.
 MQ0086
 MQ0086.The orthometric height was determined by differential leveling
 MQ0086.and adjusted by the National Geodetic Survey in June 1991..
 MQ0086
 MQ0086.The geoid height was determined by GEOID03.
 MQ0086
 MQ0086.The dynamic height is computed by dividing the NAVD 88
 MQ0086.geopotential number by the normal gravity value computed on the
 MQ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0086.degrees latitude (g = 980.6199 gals.).
 MQ0086
 MQ0086.The modeled gravity was interpolated from observed gravity values.
 MQ0086
 MQ0086;                    North         East    Units  Estimated Accuracy
 MQ0086;SPC WYWC     -   115,150.      605,170.      MT  (+/- 180 meters Scaled)
 MQ0086
 MQ0086                          SUPERSEDED SURVEY CONTROL
 MQ0086
 MQ0086  NGVD 29 (06/08/92) 2019.792  (m)         6626.60   (f) ADJUSTED    1 2
 MQ0086
 MQ0086.Superseded values are not recommended for survey control.
 MQ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0086.See file dsdata.txt to determine how the superseded data were derived.
 MQ0086
 MQ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM928009(NAD 83)
 MQ0086_MARKER: DB = BENCH MARK DISK
 MQ0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0086_SP_SET: RETAINING WALL
 MQ0086_STAMPING: L 114 1956
 MQ0086_MARK LOGO: CGS   
 MQ0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0086
 MQ0086  HISTORY     - Date     Condition        Report By
 MQ0086  HISTORY     - 1956     MONUMENTED       CGS
 MQ0086  HISTORY     - 1983     GOOD             NGS
 MQ0086
 MQ0086                          STATION DESCRIPTION
 MQ0086
 MQ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0086'8.3 MI W FROM BITTER CREEK.
 MQ0086'8.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0086'BITTER CREEK, 0.8 MILE SOUTHEAST OF THE STATION SIGN AT BLACK BUTTES,
 MQ0086'2 POLES SOUTHEAST OF MILEPOST 765, 7.8 FEET SOUTHWEST OF THE SOUTHWEST
 MQ0086'RAIL OF THE SOUTHWEST TRACK, 6 FEET WEST OF THE SOUTHWEST END OF THE
 MQ0086'NORTHWEST ABUTMENT OF A BRIDGE, 1.5 FEET BELOW THE TOP OF THE RAILS,
 MQ0086'1.0 MILE SOUTHEAST OF BENCH MARK K 114, SET IN THE TOP OF THE WEST END
 MQ0086'OF A RETAINING WALL, IN SECTION 16, TOWNSHIP 18 NORTH, RANGE 100 WEST.
 MQ0086
 MQ0086                          STATION RECOVERY (1983)
 MQ0086
 MQ0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0086'RECOVERED THIS DATE.  NOTE, THE MARK HAS BEEN HIT BUT IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0019 ***********************************************************************
 MQ0019  DESIGNATION -  L 115
 MQ0019  PID         -  MQ0019
 MQ0019  STATE/COUNTY-  WY/SWEETWATER
 MQ0019  USGS QUAD   -  TIPTON (1970)
 MQ0019
 MQ0019                         *CURRENT SURVEY CONTROL
 MQ0019  ___________________________________________________________________
 MQ0019* NAD 83(1986)-  41 37 34.     (N)    108 17 55.     (W)     SCALED    
 MQ0019* NAVD 88     -      2119.714  (meters)    6954.43   (feet)  ADJUSTED  
 MQ0019  ___________________________________________________________________
 MQ0019  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 MQ0019  DYNAMIC HT  -        2117.803 (meters)    6948.16  (feet)  COMP
 MQ0019  MODELED GRAV-     979,646.0   (mgal)                       NAVD 88
 MQ0019
 MQ0019  VERT ORDER  -  FIRST     CLASS II
 MQ0019
 MQ0019.The horizontal coordinates were scaled from a topographic map and have
 MQ0019.an estimated accuracy of +/- 6 seconds.
 MQ0019
 MQ0019.The orthometric height was determined by differential leveling
 MQ0019.and adjusted by the National Geodetic Survey in June 1991..
 MQ0019
 MQ0019.The geoid height was determined by GEOID03.
 MQ0019
 MQ0019.The dynamic height is computed by dividing the NAVD 88
 MQ0019.geopotential number by the normal gravity value computed on the
 MQ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0019.degrees latitude (g = 980.6199 gals.).
 MQ0019
 MQ0019.The modeled gravity was interpolated from observed gravity values.
 MQ0019
 MQ0019;                    North         East    Units  Estimated Accuracy
 MQ0019;SPC WYWC     -   125,150.      637,610.      MT  (+/- 180 meters Scaled)
 MQ0019
 MQ0019                          SUPERSEDED SURVEY CONTROL
 MQ0019
 MQ0019  NGVD 29 (06/08/92) 2118.416  (m)         6950.17   (f) ADJUSTED    1 2
 MQ0019
 MQ0019.Superseded values are not recommended for survey control.
 MQ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0019.See file dsdata.txt to determine how the superseded data were derived.
 MQ0019
 MQ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM250117(NAD 83)
 MQ0019_MARKER: DB = BENCH MARK DISK
 MQ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0019_STAMPING: L 115 1956
 MQ0019_MARK LOGO: CGS   
 MQ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0019+STABILITY: SURFACE MOTION
 MQ0019
 MQ0019  HISTORY     - Date     Condition        Report By
 MQ0019  HISTORY     - 1956     MONUMENTED       CGS
 MQ0019  HISTORY     - 1983     GOOD             NGS
 MQ0019
 MQ0019                          STATION DESCRIPTION
 MQ0019
 MQ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0019'4.8 MI E FROM TABLE ROCK.
 MQ0019'4.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0019'TABLE ROCK, 3 1/2 POLES EAST OF MILEPOST 742, 50.7 FEET NORTH OF THE
 MQ0019'NORTH RAIL OF THE NORTH TRACK, 3 FEET NORTH OF A FENCE, 3.5 FEET
 MQ0019'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MQ0019'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 14, TOWNSHIP 19 NORTH,
 MQ0019'RANGE 97 WEST.
 MQ0019
 MQ0019                          STATION RECOVERY (1983)
 MQ0019
 MQ0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0019'RECOVERED THIS DATE.  NOTE, DELETE 3.0 FEET NORTH OF A FENCE AND 3.5
 MQ0019'FEET NORTHWEST OF A WITNESS POST.  ADD 30.3 METERS (99.4 FT) SOUTH OF
 MQ0019'A FENCE, AND 0.6 METER (2.0 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0383 ***********************************************************************
 MP0383  DESIGNATION -  L 117
 MP0383  PID         -  MP0383
 MP0383  STATE/COUNTY-  WY/SWEETWATER
 MP0383  USGS QUAD   -  WAMSUTTER (1981)
 MP0383
 MP0383                         *CURRENT SURVEY CONTROL
 MP0383  ___________________________________________________________________
 MP0383* NAD 83(1986)-  41 41 49.     (N)    107 55 08.     (W)     SCALED    
 MP0383* NAVD 88     -      2057.627  (meters)    6750.73   (feet)  ADJUSTED  
 MP0383  ___________________________________________________________________
 MP0383  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 MP0383  DYNAMIC HT  -        2055.806 (meters)    6744.76  (feet)  COMP
 MP0383  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 MP0383
 MP0383  VERT ORDER  -  FIRST     CLASS II
 MP0383
 MP0383.The horizontal coordinates were scaled from a topographic map and have
 MP0383.an estimated accuracy of +/- 6 seconds.
 MP0383
 MP0383.The orthometric height was determined by differential leveling
 MP0383.and adjusted by the National Geodetic Survey in June 1991..
 MP0383
 MP0383.The geoid height was determined by GEOID03.
 MP0383
 MP0383.The dynamic height is computed by dividing the NAVD 88
 MP0383.geopotential number by the normal gravity value computed on the
 MP0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0383.degrees latitude (g = 980.6199 gals.).
 MP0383
 MP0383.The modeled gravity was interpolated from observed gravity values.
 MP0383
 MP0383;                    North         East    Units  Estimated Accuracy
 MP0383;SPC WYWC     -   133,250.      669,180.      MT  (+/- 180 meters Scaled)
 MP0383
 MP0383                          SUPERSEDED SURVEY CONTROL
 MP0383
 MP0383  NGVD 29 (06/08/92) 2056.383  (m)         6746.65   (f) ADJUSTED    1 2
 MP0383
 MP0383.Superseded values are not recommended for survey control.
 MP0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0383.See file dsdata.txt to determine how the superseded data were derived.
 MP0383
 MP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG571202(NAD 83)
 MP0383_MARKER: DB = BENCH MARK DISK
 MP0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0383_STAMPING: L 117 1956
 MP0383_MARK LOGO: CGS   
 MP0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0383+STABILITY: SURFACE MOTION
 MP0383
 MP0383  HISTORY     - Date     Condition        Report By
 MP0383  HISTORY     - 1956     MONUMENTED       CGS
 MP0383  HISTORY     - 1983     GOOD             NGS
 MP0383
 MP0383                          STATION DESCRIPTION
 MP0383
 MP0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0383'3.3 MI E FROM WAMSUTTER.
 MP0383'3.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0383'WAMSUTTER, 5 POLES NORTHEAST OF MILEPOST 721, 84 FEET NORTHWEST OF THE
 MP0383'NORTHWEST RAIL OF THE NORTHWEST TRACK, 16 FEET SOUTHWEST OF A
 MP0383'TELEPHONE POLE, 3.8 FEET NORTHEAST OF A FENCE CORNER, 16.4 FEET
 MP0383'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0383'PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 19, TOWNSHIP 20 NORTH,
 MP0383'RANGE 93 WEST.
 MP0383
 MP0383                          STATION RECOVERY (1983)
 MP0383
 MP0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0016 ***********************************************************************
 MQ0016  DESIGNATION -  L 118
 MQ0016  PID         -  MQ0016
 MQ0016  STATE/COUNTY-  WY/SWEETWATER
 MQ0016  USGS QUAD   -  RED DESERT NW (1970)
 MQ0016
 MQ0016                         *CURRENT SURVEY CONTROL
 MQ0016  ___________________________________________________________________
 MQ0016* NAD 83(1986)-  41 38 06.     (N)    108 14 56.     (W)     SCALED    
 MQ0016* NAVD 88     -      2123.537  (meters)    6966.97   (feet)  ADJUSTED  
 MQ0016  ___________________________________________________________________
 MQ0016  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 MQ0016  DYNAMIC HT  -        2121.635 (meters)    6960.73  (feet)  COMP
 MQ0016  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 MQ0016
 MQ0016  VERT ORDER  -  FIRST     CLASS II
 MQ0016
 MQ0016.The horizontal coordinates were scaled from a topographic map and have
 MQ0016.an estimated accuracy of +/- 6 seconds.
 MQ0016
 MQ0016.The orthometric height was determined by differential leveling
 MQ0016.and adjusted by the National Geodetic Survey in June 1991..
 MQ0016
 MQ0016.The geoid height was determined by GEOID03.
 MQ0016
 MQ0016.The dynamic height is computed by dividing the NAVD 88
 MQ0016.geopotential number by the normal gravity value computed on the
 MQ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0016.degrees latitude (g = 980.6199 gals.).
 MQ0016
 MQ0016.The modeled gravity was interpolated from observed gravity values.
 MQ0016
 MQ0016;                    North         East    Units  Estimated Accuracy
 MQ0016;SPC WYWC     -   126,160.      641,750.      MT  (+/- 180 meters Scaled)
 MQ0016
 MQ0016                          SUPERSEDED SURVEY CONTROL
 MQ0016
 MQ0016  NGVD 29 (06/08/92) 2122.258  (m)         6962.77   (f) ADJUSTED    1 2
 MQ0016
 MQ0016.Superseded values are not recommended for survey control.
 MQ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0016.See file dsdata.txt to determine how the superseded data were derived.
 MQ0016
 MQ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM291129(NAD 83)
 MQ0016_MARKER: DB = BENCH MARK DISK
 MQ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0016_STAMPING: L 118 1956
 MQ0016_MARK LOGO: CGS   
 MQ0016_PROJECTION: PROJECTING 10 CENTIMETERS
 MQ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0016+STABILITY: SURFACE MOTION
 MQ0016
 MQ0016  HISTORY     - Date     Condition        Report By
 MQ0016  HISTORY     - 1956     MONUMENTED       CGS
 MQ0016  HISTORY     - 1983     GOOD             NGS
 MQ0016
 MQ0016                          STATION DESCRIPTION
 MQ0016
 MQ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0016'6.3 MI W FROM RED DESERT.
 MQ0016'6.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0016'AT RED DESERT, 1/2 POLE NORTH OF MILEPOST 739, 66 FEET NORTHWEST OF
 MQ0016'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 54 FEET NORTH OF THE NORTH
 MQ0016'END OF A CONCRETE PIPE CULVERT, 4.2 FEET NORTH OF A TELEPHONE POLE,
 MQ0016'2.9 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MQ0016'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF
 MQ0016'SECTION 8, TOWNSHIP 19 NORTH, RANGE 96 WEST.
 MQ0016
 MQ0016                          STATION RECOVERY (1983)
 MQ0016
 MQ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0016'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.2 KM (7.6
 MQ0016'MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MQ0016'TABLE ROCK, 1 POLE WEST OF MILEPOST 739, 20.2 METERS (66.3 FT)
 MQ0016'NORTHWEST OF THE NEAR RAIL, 16.5 METERS (54.1 FT) NORTH OF THE NORTH
 MQ0016'END OF A CONCRETE PIPE CULVERT, AND 1.3 METERS (4.3 FT) NORTH OF A
 MQ0016'POLE.
 MQ0016'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 MQ0016'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0162 ***********************************************************************
 NQ0162  DESIGNATION -  L 119
 NQ0162  PID         -  NQ0162
 NQ0162  STATE/COUNTY-  WY/PLATTE
 NQ0162  USGS QUAD   -  WHEATLAND (1990)
 NQ0162
 NQ0162                         *CURRENT SURVEY CONTROL
 NQ0162  ___________________________________________________________________
 NQ0162* NAD 83(1986)-  42 03 16.     (N)    104 56 58.     (W)     SCALED    
 NQ0162* NAVD 88     -      1444.095  (meters)    4737.84   (feet)  ADJUSTED  
 NQ0162  ___________________________________________________________________
 NQ0162  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NQ0162  DYNAMIC HT  -        1443.154 (meters)    4734.75  (feet)  COMP
 NQ0162  MODELED GRAV-     979,919.7   (mgal)                       NAVD 88
 NQ0162
 NQ0162  VERT ORDER  -  FIRST     CLASS II
 NQ0162
 NQ0162.The horizontal coordinates were scaled from a topographic map and have
 NQ0162.an estimated accuracy of +/- 6 seconds.
 NQ0162
 NQ0162.The orthometric height was determined by differential leveling
 NQ0162.and adjusted by the National Geodetic Survey in June 1991..
 NQ0162
 NQ0162.The geoid height was determined by GEOID03.
 NQ0162
 NQ0162.The dynamic height is computed by dividing the NAVD 88
 NQ0162.geopotential number by the normal gravity value computed on the
 NQ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0162.degrees latitude (g = 980.6199 gals.).
 NQ0162
 NQ0162.The modeled gravity was interpolated from observed gravity values.
 NQ0162
 NQ0162;                    North         East    Units  Estimated Accuracy
 NQ0162;SPC WY E     -   172,650.      217,980.      MT  (+/- 180 meters Scaled)
 NQ0162
 NQ0162                          SUPERSEDED SURVEY CONTROL
 NQ0162
 NQ0162  NGVD 29 (??/??/92) 1443.288  (m)         4735.19   (f) ADJ UNCH    1 2
 NQ0162
 NQ0162.Superseded values are not recommended for survey control.
 NQ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0162.See file dsdata.txt to determine how the superseded data were derived.
 NQ0162
 NQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG041558(NAD 83)
 NQ0162_MARKER: DB = BENCH MARK DISK
 NQ0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0162_SP_SET: BRIDGE ABUTMENT
 NQ0162_STAMPING: L 119 1956
 NQ0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0162
 NQ0162  HISTORY     - Date     Condition        Report By
 NQ0162  HISTORY     - 1956     MONUMENTED       CGS
 NQ0162  HISTORY     - 1966     GOOD             NGS
 NQ0162  HISTORY     - 20030924 MARK NOT FOUND   USPSQD
 NQ0162
 NQ0162                          STATION DESCRIPTION
 NQ0162
 NQ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0162'0.2 MI E FROM WHEATLAND.
 NQ0162'0.15 MILE EAST ALONG STATE SECONDARY HIGHWAY 158 FROM THE
 NQ0162'COLORADO AND SOUTHERN RAILROAD STATION AT WHEATLAND, 16.2 FEET
 NQ0162'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 NQ0162'NORTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE OVER A CANAL,
 NQ0162'IN SECTION 13, TOWNSHIP 24 NORTH, RANGE 68 WEST.
 NQ0162
 NQ0162                          STATION RECOVERY (1966)
 NQ0162
 NQ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NQ0162'RECOVERED IN GOOD CONDITION.
 NQ0162
 NQ0162                          STATION RECOVERY (2003)
 NQ0162
 NQ0162'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 NQ0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5895 ***********************************************************************
 DG5895  DESIGNATION -  L 119 RESET
 DG5895  PID         -  DG5895
 DG5895  STATE/COUNTY-  WY/PLATTE
 DG5895  USGS QUAD   -  WHEATLAND (1990)
 DG5895
 DG5895                         *CURRENT SURVEY CONTROL
 DG5895  ___________________________________________________________________
 DG5895* NAD 83(1986)-  42 03 16.     (N)    104 56 58.     (W)     SCALED    
 DG5895* NAVD 88     -      1444.59   (meters)    4739.5    (feet)  RESET     
 DG5895  ___________________________________________________________________
 DG5895  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 DG5895
 DG5895  VERT ORDER  -  THIRD
 DG5895
 DG5895.The horizontal coordinates were scaled from a topographic map and have
 DG5895.an estimated accuracy of +/- 6 seconds.
 DG5895
 DG5895.The orthometric height was computed from unverified reset data.
 DG5895.No vertical observational check was made to the station.
 DG5895
 DG5895.The geoid height was determined by GEOID03.
 DG5895
 DG5895;                    North         East    Units  Estimated Accuracy
 DG5895;SPC WY E     -   172,650.      217,980.      MT  (+/- 180 meters Scaled)
 DG5895
 DG5895                          SUPERSEDED SURVEY CONTROL
 DG5895
 DG5895.No superseded survey control is available for this station.
 DG5895
 DG5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG041558(NAD 83)
 DG5895_MARKER: DV = VERTICAL CONTROL DISK
 DG5895_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5895_SP_SET: SIDEWALK
 DG5895_STAMPING: L 119 RESET 1999
 DG5895_MARK LOGO: NGS   
 DG5895_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5895
 DG5895  HISTORY     - Date     Condition        Report By
 DG5895  HISTORY     - 1999     MONUMENTED       WYDT
 DG5895
 DG5895                          STATION DESCRIPTION
 DG5895
 DG5895'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (CS)
 DG5895'0.2 MILE EAST FROM WHEATLAND. 0.15 MILE EAST ALONG STATE SECONDARY
 DG5895'HIGHWAY 316 FROM THE COLORADO AND SOUTHERN RAILROAD STATION AT
 DG5895'WHEATLAND, 24 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, SET IN THE
 DG5895'NORTHWEST END OF A CONCRETE BRIDGE OVER A CANAL. IN SECTION 13,
 DG5895'TOWNSHIP 24 NORTH, RANGE 68 WEST. ALL REFERENCE POINTS WERE DESTROYED
 DG5895'BEFORE L 119 WAS TIED. THEREFORE A LEVEL RUN WAS RAN FROM G 87 IN THE
 DG5895'COURTHOUSE ENTRANCE IN WHEATLAND TO A R/W MARKER AT STATION 1+217 LT
 DG5895'ON STATE HIGHWAY 316 THEN BACK TO THE COURT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0037 ***********************************************************************
 PY0037  DESIGNATION -  L 12
 PY0037  PID         -  PY0037
 PY0037  STATE/COUNTY-  WY/PARK
 PY0037  USGS QUAD   -  PLENTY COUPS PEAK (1991)
 PY0037
 PY0037                         *CURRENT SURVEY CONTROL
 PY0037  ___________________________________________________________________
 PY0037* NAD 83(1986)-  44 27 35.     (N)    110 07 04.     (W)     SCALED    
 PY0037* NAVD 88     -      2489.261  (meters)    8166.85   (feet)  POSTED    
 PY0037  ___________________________________________________________________
 PY0037  GEOID HEIGHT-          -7.64  (meters)                     GEOID03
 PY0037  DYNAMIC HT  -        2487.540 (meters)    8161.20  (feet)  COMP
 PY0037  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 PY0037
 PY0037  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0037
 PY0037.The horizontal coordinates were scaled from a topographic map and have
 PY0037.an estimated accuracy of +/- 6 seconds.
 PY0037
 PY0037.The orthometric height was determined by differential leveling
 PY0037.and adjusted by the National Geodetic Survey in 1992..
 PY0037.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0037.rate of 1.1 thru 2.0 mm/km.
 PY0037
 PY0037.The geoid height was determined by GEOID03.
 PY0037
 PY0037.The dynamic height is computed by dividing the NAVD 88
 PY0037.geopotential number by the normal gravity value computed on the
 PY0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0037.degrees latitude (g = 980.6199 gals.).
 PY0037
 PY0037.The modeled gravity was interpolated from observed gravity values.
 PY0037
 PY0037;                    North         East    Units  Estimated Accuracy
 PY0037;SPC WYWC     -   440,740.      491,150.      MT  (+/- 180 meters Scaled)
 PY0037
 PY0037                          SUPERSEDED SURVEY CONTROL
 PY0037
 PY0037  NGVD 29 (??/??/92) 2487.866  (m)         8162.27   (f) ADJ UNCH    2 0
 PY0037
 PY0037.Superseded values are not recommended for survey control.
 PY0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0037.See file dsdata.txt to determine how the superseded data were derived.
 PY0037
 PY0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ701233(NAD 83)
 PY0037_MARKER: DB = BENCH MARK DISK
 PY0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PY0037_SP_SET: BRIDGE
 PY0037_STAMPING: 8162.007 L 12 1923
 PY0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0037
 PY0037  HISTORY     - Date     Condition        Report By
 PY0037  HISTORY     - 1923     MONUMENTED       CGS
 PY0037  HISTORY     - 1934     GOOD             NGS
 PY0037
 PY0037                          STATION DESCRIPTION
 PY0037
 PY0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0037'19.5 MI E FROM LAKE JUNCTION.
 PY0037'19.5 MILES EAST ALONG THE OLD LAKE JUNCTION- EAST ENTRANCE ROAD FROM
 PY0037'LAKE JUNCTION, YELLOWSTONE NATIONAL PARK, AT CORKSCREW BRIDGE, IN THE
 PY0037'SOUTHEAST WINGWALL AT THE ENTRANCE TO A TUNNEL, 5 FEET SOUTH OF THE
 PY0037'CENTERLINE OF THE ROAD, AND 1/2 FOOT HIGHER THAN THE ROAD.  A STANDARD
 PY0037'DISK, STAMPED 8162.007 L 12 1923 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0122 ***********************************************************************
 PV0122  DESIGNATION -  L 120
 PV0122  PID         -  PV0122
 PV0122  STATE/COUNTY-  WY/CROOK
 PV0122  USGS QUAD   -  MOORCROFT (1984)
 PV0122
 PV0122                         *CURRENT SURVEY CONTROL
 PV0122  ___________________________________________________________________
 PV0122* NAD 83(1986)-  44 15 33.     (N)    104 56 52.     (W)     SCALED    
 PV0122* NAVD 88     -      1285.039  (meters)    4216.00   (feet)  ADJUSTED  
 PV0122  ___________________________________________________________________
 PV0122  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 PV0122  DYNAMIC HT  -        1284.518 (meters)    4214.29  (feet)  COMP
 PV0122  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 PV0122
 PV0122  VERT ORDER  -  FIRST     CLASS II
 PV0122
 PV0122.The horizontal coordinates were scaled from a topographic map and have
 PV0122.an estimated accuracy of +/- 6 seconds.
 PV0122
 PV0122.The orthometric height was determined by differential leveling
 PV0122.and adjusted by the National Geodetic Survey in June 1991..
 PV0122
 PV0122.The geoid height was determined by GEOID03.
 PV0122
 PV0122.The dynamic height is computed by dividing the NAVD 88
 PV0122.geopotential number by the normal gravity value computed on the
 PV0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0122.degrees latitude (g = 980.6199 gals.).
 PV0122
 PV0122.The modeled gravity was interpolated from observed gravity values.
 PV0122
 PV0122;                    North         East    Units  Estimated Accuracy
 PV0122;SPC WY E     -   417,570.      217,480.      MT  (+/- 180 meters Scaled)
 PV0122
 PV0122                          SUPERSEDED SURVEY CONTROL
 PV0122
 PV0122  NGVD 29 (??/??/92) 1284.402  (m)         4213.91   (f) ADJ UNCH    1 2
 PV0122
 PV0122.Superseded values are not recommended for survey control.
 PV0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0122.See file dsdata.txt to determine how the superseded data were derived.
 PV0122
 PV0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK041006(NAD 83)
 PV0122_MARKER: DB = BENCH MARK DISK
 PV0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PV0122_SP_SET: WALL
 PV0122_STAMPING: L 120 1957
 PV0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0122
 PV0122  HISTORY     - Date     Condition        Report By
 PV0122  HISTORY     - 1957     MONUMENTED       CGS
 PV0122  HISTORY     - 1982     MARK NOT FOUND   USGS
 PV0122  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0122
 PV0122                          STATION DESCRIPTION
 PV0122
 PV0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0122'0.2 MI SE FROM MOORCROFT.
 PV0122'0.25 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0122'RAILROAD FROM THE STATION AT MOORCROFT, 87 FEET NORTHEAST
 PV0122'OF THE NORTHEAST RAIL, IN THE TOP OF THE SOUTH CORNER OF THE
 PV0122'CONCRETE FOUNDATION WALL OF THE SCALES PIT AT THE PETERSON LUMBER
 PV0122'AND GRAIN COMPANY ELEVATOR, 5 FEET NORTH OF THE EAST CORNER OF
 PV0122'THE SCALES HOUSE.
 PV0122
 PV0122                          STATION RECOVERY (1982)
 PV0122
 PV0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PV0122'MARK NOT FOUND.
 PV0122
 PV0122                          STATION RECOVERY (1985)
 PV0122
 PV0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0122'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0234 ***********************************************************************
 PV0234  DESIGNATION -  L 121
 PV0234  PID         -  PV0234
 PV0234  STATE/COUNTY-  WY/CAMPBELL
 PV0234  USGS QUAD   -  GILLETTE EAST (1971)
 PV0234
 PV0234                         *CURRENT SURVEY CONTROL
 PV0234  ___________________________________________________________________
 PV0234* NAD 83(1986)-  44 17 13.     (N)    105 23 16.     (W)     SCALED    
 PV0234* NAVD 88     -      1345.509  (meters)    4414.39   (feet)  ADJUSTED  
 PV0234  ___________________________________________________________________
 PV0234  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PV0234  DYNAMIC HT  -        1344.977 (meters)    4412.65  (feet)  COMP
 PV0234  MODELED GRAV-     980,174.8   (mgal)                       NAVD 88
 PV0234
 PV0234  VERT ORDER  -  FIRST     CLASS II
 PV0234
 PV0234.The horizontal coordinates were scaled from a topographic map and have
 PV0234.an estimated accuracy of +/- 6 seconds.
 PV0234
 PV0234.The orthometric height was determined by differential leveling
 PV0234.and adjusted by the National Geodetic Survey in June 1991..
 PV0234.WARNING-Repeat measurements at this control monument indicate possible
 PV0234.vertical movement.
 PV0234
 PV0234.The geoid height was determined by GEOID03.
 PV0234
 PV0234.The dynamic height is computed by dividing the NAVD 88
 PV0234.geopotential number by the normal gravity value computed on the
 PV0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0234.degrees latitude (g = 980.6199 gals.).
 PV0234
 PV0234.The modeled gravity was interpolated from observed gravity values.
 PV0234
 PV0234;                    North         East    Units  Estimated Accuracy
 PV0234;SPC WY E     -   420,660.      182,350.      MT  (+/- 180 meters Scaled)
 PV0234
 PV0234                          SUPERSEDED SURVEY CONTROL
 PV0234
 PV0234  NGVD 29 (??/??/92) 1344.862  (m)         4412.27   (f) ADJ UNCH    1 2
 PV0234
 PV0234.Superseded values are not recommended for survey control.
 PV0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0234.See file dsdata.txt to determine how the superseded data were derived.
 PV0234
 PV0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK690038(NAD 83)
 PV0234_MARKER: DB = BENCH MARK DISK
 PV0234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PV0234_SP_SET: CONCRETE RETAINING WALL
 PV0234_STAMPING: L 121 1957
 PV0234_MARK LOGO: CGS   
 PV0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0234+STABILITY: SURFACE MOTION
 PV0234
 PV0234  HISTORY     - Date     Condition        Report By
 PV0234  HISTORY     - 1957     MONUMENTED       CGS
 PV0234  HISTORY     - 1985     GOOD             NGS
 PV0234
 PV0234                          STATION DESCRIPTION
 PV0234
 PV0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0234'5.8 MI E FROM GILLETTE.
 PV0234'5.85 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0234'FROM THE STATION AT GILLETTE, 192 FEET NORTH OF THE NORTH RAIL
 PV0234'OF THE MAIN TRACK, IN THE TOP OF THE NORTHEAST CORNER OF THE
 PV0234'CONCRETE WALL AROUND THE SCALES PIT OF THE WYO DAY COAL COMPANY,
 PV0234'3.4 FEET SOUTH OF THE SOUTH FACE OF THE OFFICE BUILDING AND
 PV0234'ABOUT 4 INCHES ABOVE THE GROUND.
 PV0234
 PV0234                          STATION RECOVERY (1985)
 PV0234
 PV0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0234'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--9.28 KM (5.77 MI) EAST ALONG
 PV0234'STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF GILLETTE
 PV0234'AVENUE AT GILLETTE, THENCE 0.40 KM (0.25 MI) NORTHEAST ALONG THE
 PV0234'WYO-DAK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0287 ***********************************************************************
 PV0287  DESIGNATION -  L 122
 PV0287  PID         -  PV0287
 PV0287  STATE/COUNTY-  WY/CAMPBELL
 PV0287  USGS QUAD   -  JEFFERS DRAW (1972)
 PV0287
 PV0287                         *CURRENT SURVEY CONTROL
 PV0287  ___________________________________________________________________
 PV0287* NAD 83(1986)-  44 22 11.     (N)    105 45 34.     (W)     SCALED    
 PV0287* NAVD 88     -      1338.125  (meters)    4390.17   (feet)  ADJUSTED  
 PV0287  ___________________________________________________________________
 PV0287  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 PV0287  DYNAMIC HT  -        1337.561 (meters)    4388.31  (feet)  COMP
 PV0287  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 PV0287
 PV0287  VERT ORDER  -  FIRST     CLASS II
 PV0287
 PV0287.The horizontal coordinates were scaled from a topographic map and have
 PV0287.an estimated accuracy of +/- 6 seconds.
 PV0287
 PV0287.The orthometric height was determined by differential leveling
 PV0287.and adjusted by the National Geodetic Survey in June 1991..
 PV0287
 PV0287.The geoid height was determined by GEOID03.
 PV0287
 PV0287.The dynamic height is computed by dividing the NAVD 88
 PV0287.geopotential number by the normal gravity value computed on the
 PV0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0287.degrees latitude (g = 980.6199 gals.).
 PV0287
 PV0287.The modeled gravity was interpolated from observed gravity values.
 PV0287
 PV0287;                    North         East    Units  Estimated Accuracy
 PV0287;SPC WY E     -   430,000.      152,760.      MT  (+/- 180 meters Scaled)
 PV0287
 PV0287                          SUPERSEDED SURVEY CONTROL
 PV0287
 PV0287  NGVD 29 (??/??/92) 1337.436  (m)         4387.90   (f) ADJ UNCH    1 2
 PV0287
 PV0287.Superseded values are not recommended for survey control.
 PV0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0287.See file dsdata.txt to determine how the superseded data were derived.
 PV0287
 PV0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK394132(NAD 83)
 PV0287_MARKER: DB = BENCH MARK DISK
 PV0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0287_STAMPING: L 122 1957
 PV0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0287+STABILITY: SURFACE MOTION
 PV0287
 PV0287  HISTORY     - Date     Condition        Report By
 PV0287  HISTORY     - 1957     MONUMENTED       CGS
 PV0287
 PV0287                          STATION DESCRIPTION
 PV0287
 PV0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0287'15.3 MI NW FROM GILLETTE.
 PV0287'ABOUT 15.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0287'QUINCY RAILROAD FROM THE STATION AT GILLETTE, 170 FEET SOUTHWEST
 PV0287'OF THE 19TH POLE SOUTHEAST OF MILEPOST 613, AT THE NORTHWEST
 PV0287'END OF A FILL AND THE SOUTHEAST END OF A CUT, 98 FEET SOUTHWEST
 PV0287'OF THE SOUTHWEST RAIL, 2 FEET SOUTHWEST OF THE FENCE, 2 FEET
 PV0287'NORTHWEST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE
 PV0287'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0001 ***********************************************************************
 PW0001  DESIGNATION -  L 123
 PW0001  PID         -  PW0001
 PW0001  STATE/COUNTY-  WY/CAMPBELL
 PW0001  USGS QUAD   -  LARIAT (1972)
 PW0001
 PW0001                         *CURRENT SURVEY CONTROL
 PW0001  ___________________________________________________________________
 PW0001* NAD 83(1986)-  44 33 42.     (N)    106 00 02.     (W)     SCALED    
 PW0001* NAVD 88     -      1190.208  (meters)    3904.87   (feet)  ADJUSTED  
 PW0001  ___________________________________________________________________
 PW0001  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 PW0001  DYNAMIC HT  -        1189.761 (meters)    3903.41  (feet)  COMP
 PW0001  MODELED GRAV-     980,201.2   (mgal)                       NAVD 88
 PW0001
 PW0001  VERT ORDER  -  FIRST     CLASS II
 PW0001
 PW0001.The horizontal coordinates were scaled from a topographic map and have
 PW0001.an estimated accuracy of +/- 6 seconds.
 PW0001
 PW0001.The orthometric height was determined by differential leveling
 PW0001.and adjusted by the National Geodetic Survey in June 1991..
 PW0001
 PW0001.The geoid height was determined by GEOID03.
 PW0001
 PW0001.The dynamic height is computed by dividing the NAVD 88
 PW0001.geopotential number by the normal gravity value computed on the
 PW0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0001.degrees latitude (g = 980.6199 gals.).
 PW0001
 PW0001.The modeled gravity was interpolated from observed gravity values.
 PW0001
 PW0001;                    North         East    Units  Estimated Accuracy
 PW0001;SPC WY E     -   451,500.      133,760.      MT  (+/- 180 meters Scaled)
 PW0001
 PW0001                          SUPERSEDED SURVEY CONTROL
 PW0001
 PW0001  NGVD 29 (??/??/92) 1189.538  (m)         3902.68   (f) ADJ UNCH    1 2
 PW0001
 PW0001.Superseded values are not recommended for survey control.
 PW0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0001.See file dsdata.txt to determine how the superseded data were derived.
 PW0001
 PW0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK205347(NAD 83)
 PW0001_MARKER: P = PIPE CAP
 PW0001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0001_STAMPING: L 123 1957
 PW0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0001
 PW0001  HISTORY     - Date     Condition        Report By
 PW0001  HISTORY     - 1957     MONUMENTED       CGS
 PW0001
 PW0001                          STATION DESCRIPTION
 PW0001
 PW0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0001'10.3 MI SE FROM ARVADA.
 PW0001'10.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0001'FROM THE STATION AT ARVADA, 120 FEET SOUTH OF A SWITCH STAND THAT IS
 PW0001'AT THE SOUTHEAST END OF A SIDING, 94 1/2 FEET SOUTHWEST OF THE
 PW0001'SOUTHWEST RAIL, 33 FEET SOUTHWEST OF THE FENCE LINE, 2 FEET EAST OF A
 PW0001'12 INCH SQUARE STONE POST THAT PROJECTS 4 FEET ABOVE THE GROUND AND IS
 PW0001'PRESUMED TO BE THE COMMON CORNER OF SHERIDAN, JOHNSON AND CAMPBELL
 PW0001'COUNTIES, 2.8 FEET EAST-NORTHEAST OF A 6-INCH IRON PIPE THAT IS ALSO A
 PW0001'COUNTY LINE MARKER, ABOUT 4 FEET BELOW THE TRACK, A DISK ON THE TOP OF
 PW0001'A 3-INCH IRON PIPE PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0070 ***********************************************************************
 OU0070  DESIGNATION -  L 124
 OU0070  PID         -  OU0070
 OU0070  STATE/COUNTY-  WY/WESTON
 OU0070  USGS QUAD   -  OSAGE (1972)
 OU0070
 OU0070                         *CURRENT SURVEY CONTROL
 OU0070  ___________________________________________________________________
 OU0070* NAD 83(1986)-  43 56 46.     (N)    104 23 09.     (W)     SCALED    
 OU0070* NAVD 88     -      1310.646  (meters)    4300.01   (feet)  ADJUSTED  
 OU0070  ___________________________________________________________________
 OU0070  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OU0070  DYNAMIC HT  -        1310.085 (meters)    4298.17  (feet)  COMP
 OU0070  MODELED GRAV-     980,144.6   (mgal)                       NAVD 88
 OU0070
 OU0070  VERT ORDER  -  FIRST     CLASS II
 OU0070
 OU0070.The horizontal coordinates were scaled from a topographic map and have
 OU0070.an estimated accuracy of +/- 6 seconds.
 OU0070
 OU0070.The orthometric height was determined by differential leveling
 OU0070.and adjusted by the National Geodetic Survey in June 1991..
 OU0070.WARNING-Repeat measurements at this control monument indicate possible
 OU0070.vertical movement.
 OU0070
 OU0070.The geoid height was determined by GEOID03.
 OU0070
 OU0070.The dynamic height is computed by dividing the NAVD 88
 OU0070.geopotential number by the normal gravity value computed on the
 OU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0070.degrees latitude (g = 980.6199 gals.).
 OU0070
 OU0070.The modeled gravity was interpolated from observed gravity values.
 OU0070
 OU0070;                    North         East    Units  Estimated Accuracy
 OU0070;SPC WY E     -   383,060.      262,680.      MT  (+/- 180 meters Scaled)
 OU0070
 OU0070                          SUPERSEDED SURVEY CONTROL
 OU0070
 OU0070  NGVD 29 (??/??/92) 1310.006  (m)         4297.91   (f) ADJ UNCH    1 2
 OU0070
 OU0070.Superseded values are not recommended for survey control.
 OU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0070.See file dsdata.txt to determine how the superseded data were derived.
 OU0070
 OU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ492660(NAD 83)
 OU0070_MARKER: DB = BENCH MARK DISK
 OU0070_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OU0070_SP_SET: COPPER-CLAD STEEL ROD
 OU0070_STAMPING: L 124 1957
 OU0070_MARK LOGO: CGS   
 OU0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0070
 OU0070  HISTORY     - Date     Condition        Report By
 OU0070  HISTORY     - 1957     MONUMENTED       CGS
 OU0070  HISTORY     - 1985     GOOD             NGS
 OU0070
 OU0070                          STATION DESCRIPTION
 OU0070
 OU0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0070'3 MI SE FROM OSAGE.
 OU0070'ABOUT 3.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0070'QUINCY RAILROAD FROM THE STATION AT OSAGE, 45 FEET NORTHEAST
 OU0070'OF THE 17TH POLE NORTHWEST OF MILEPOST 532, 14 POLES SOUTHEAST
 OU0070'OF A PRIVATE ROAD CROSSING, 99 1/2 FEET NORTHEAST OF THE NORTHEAST
 OU0070'RAIL, 125 FEET SOUTHEAST OF A BREATHER PIPE ON A HIGH PRESSURE
 OU0070'PIPE LINE, 3 FEET SOUTHWEST OF THE FENCE LINE, 2 1/2 FEET
 OU0070'NORTHWEST OF A WHITE WOODEN WITNESS POST, A DISK ON A 5/8-INCH
 OU0070'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 15 1/2 FEET
 OU0070'AND IS ENCASED IN A 6-INCH TILE PROJECTING 4 INCHES.
 OU0070
 OU0070                          STATION RECOVERY (1985)
 OU0070
 OU0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0070'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--19.35 KM (12.05 MI)
 OU0070'NORTHWEST ALONG US HIGHWAY 16 FROM THE COUNTY COURTHOUSE AT NEWCASTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0051 ***********************************************************************
 OU0051  DESIGNATION -  L 125
 OU0051  PID         -  OU0051
 OU0051  STATE/COUNTY-  WY/WESTON
 OU0051  USGS QUAD   -  NEWCASTLE (1979)
 OU0051
 OU0051                         *CURRENT SURVEY CONTROL
 OU0051  ___________________________________________________________________
 OU0051* NAD 83(1986)-  43 51 20.     (N)    104 12 26.     (W)     SCALED    
 OU0051* NAVD 88     -      1314.392  (meters)    4312.30   (feet)  ADJUSTED  
 OU0051  ___________________________________________________________________
 OU0051  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 OU0051  DYNAMIC HT  -        1313.804 (meters)    4310.37  (feet)  COMP
 OU0051  MODELED GRAV-     980,126.0   (mgal)                       NAVD 88
 OU0051
 OU0051  VERT ORDER  -  FIRST     CLASS II
 OU0051
 OU0051.The horizontal coordinates were scaled from a topographic map and have
 OU0051.an estimated accuracy of +/- 6 seconds.
 OU0051
 OU0051.The orthometric height was determined by differential leveling
 OU0051.and adjusted by the National Geodetic Survey in June 1991..
 OU0051
 OU0051.The geoid height was determined by GEOID03.
 OU0051
 OU0051.The dynamic height is computed by dividing the NAVD 88
 OU0051.geopotential number by the normal gravity value computed on the
 OU0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0051.degrees latitude (g = 980.6199 gals.).
 OU0051
 OU0051.The modeled gravity was interpolated from observed gravity values.
 OU0051
 OU0051;                    North         East    Units  Estimated Accuracy
 OU0051;SPC WY E     -   373,150.      277,140.      MT  (+/- 180 meters Scaled)
 OU0051
 OU0051                          SUPERSEDED SURVEY CONTROL
 OU0051
 OU0051  NGVD 29 (??/??/92) 1313.734  (m)         4310.14   (f) ADJ UNCH    1 2
 OU0051
 OU0051.Superseded values are not recommended for survey control.
 OU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0051.See file dsdata.txt to determine how the superseded data were derived.
 OU0051
 OU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ637561(NAD 83)
 OU0051_MARKER: DB = BENCH MARK DISK
 OU0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OU0051_SP_SET: BRIDGE ABUTMENT
 OU0051_STAMPING: L 125 1957
 OU0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0051
 OU0051  HISTORY     - Date     Condition        Report By
 OU0051  HISTORY     - 1957     MONUMENTED       CGS
 OU0051  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0051
 OU0051                          STATION DESCRIPTION
 OU0051
 OU0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0051'0.2 MI NW FROM NEWCASTLE.
 OU0051'ABOUT 0.2 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0051'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN THE TOP OF
 OU0051'THE NORTH END OF THE WEST ABUTMENT OF BRIDGE 520.86 OVER CAMBRIA
 OU0051'CREEK, 6 1/2 FEET NORTH OF THE NORTH RAIL AND ABOUT 1 1/2 FEET
 OU0051'LOWER THAN THE TRACK.
 OU0051
 OU0051                          STATION RECOVERY (1985)
 OU0051
 OU0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0051'NOT RECOVERED.  AREA DESCRIBED IS BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0099 ***********************************************************************
 PV0099  DESIGNATION -  L 126
 PV0099  PID         -  PV0099
 PV0099  STATE/COUNTY-  WY/WESTON
 PV0099  USGS QUAD   -  UPTON WEST (1984)
 PV0099
 PV0099                         *CURRENT SURVEY CONTROL
 PV0099  ___________________________________________________________________
 PV0099* NAD 83(1986)-  44 06 27.     (N)    104 38 51.     (W)     SCALED    
 PV0099* NAVD 88     -      1291.302  (meters)    4236.55   (feet)  ADJUSTED  
 PV0099  ___________________________________________________________________
 PV0099  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0099  DYNAMIC HT  -        1290.776 (meters)    4234.82  (feet)  COMP
 PV0099  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 PV0099
 PV0099  VERT ORDER  -  FIRST     CLASS II
 PV0099
 PV0099.The horizontal coordinates were scaled from a topographic map and have
 PV0099.an estimated accuracy of +/- 6 seconds.
 PV0099
 PV0099.The orthometric height was determined by differential leveling
 PV0099.and adjusted by the National Geodetic Survey in June 1991..
 PV0099
 PV0099.The geoid height was determined by GEOID03.
 PV0099
 PV0099.The dynamic height is computed by dividing the NAVD 88
 PV0099.geopotential number by the normal gravity value computed on the
 PV0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0099.degrees latitude (g = 980.6199 gals.).
 PV0099
 PV0099.The modeled gravity was interpolated from observed gravity values.
 PV0099
 PV0099;                    North         East    Units  Estimated Accuracy
 PV0099;SPC WY E     -   400,820.      241,560.      MT  (+/- 180 meters Scaled)
 PV0099
 PV0099                          SUPERSEDED SURVEY CONTROL
 PV0099
 PV0099  NGVD 29 (??/??/92) 1290.673  (m)         4234.48   (f) ADJ UNCH    1 2
 PV0099
 PV0099.Superseded values are not recommended for survey control.
 PV0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0099.See file dsdata.txt to determine how the superseded data were derived.
 PV0099
 PV0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ282838(NAD 83)
 PV0099_MARKER: DB = BENCH MARK DISK
 PV0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PV0099_SP_SET: CULVERT
 PV0099_STAMPING: L 126 1957
 PV0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0099
 PV0099  HISTORY     - Date     Condition        Report By
 PV0099  HISTORY     - 1957     MONUMENTED       CGS
 PV0099  HISTORY     - 1979     MARK NOT FOUND   USGS
 PV0099  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0099
 PV0099                          STATION DESCRIPTION
 PV0099
 PV0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0099'1.1 MI NW FROM UPTON.
 PV0099'1.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0099'RAILROAD FROM THE STATION AT UPTON, 2 1/2 POLES NORTHWEST OF
 PV0099'MILEPOST 450, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 PV0099'HEAD WALL OF A 6 X 8-FOOT CONCRETE CULVERT, 10 FEET NORTHEAST
 PV0099'OF THE NORTHEAST RAIL AND ABOUT 2 FEET BELOW THE TRACK.
 PV0099
 PV0099                          STATION RECOVERY (1979)
 PV0099
 PV0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0099'MARK NOT FOUND.
 PV0099
 PV0099                          STATION RECOVERY (1985)
 PV0099
 PV0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0099'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0032 ***********************************************************************
 PW0032  DESIGNATION -  L 127
 PW0032  PID         -  PW0032
 PW0032  STATE/COUNTY-  WY/SHERIDAN
 PW0032  USGS QUAD   -  LEITER (1971)
 PW0032
 PW0032                         *CURRENT SURVEY CONTROL
 PW0032  ___________________________________________________________________
 PW0032* NAD 83(1986)-  44 41 09.     (N)    106 21 08.     (W)     SCALED    
 PW0032* NAVD 88     -      1169.368  (meters)    3836.50   (feet)  ADJUSTED  
 PW0032  ___________________________________________________________________
 PW0032  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 PW0032  DYNAMIC HT  -        1168.916 (meters)    3835.02  (feet)  COMP
 PW0032  MODELED GRAV-     980,191.2   (mgal)                       NAVD 88
 PW0032
 PW0032  VERT ORDER  -  FIRST     CLASS II
 PW0032
 PW0032.The horizontal coordinates were scaled from a topographic map and have
 PW0032.an estimated accuracy of +/- 6 seconds.
 PW0032
 PW0032.The orthometric height was determined by differential leveling
 PW0032.and adjusted by the National Geodetic Survey in June 1991..
 PW0032
 PW0032.The geoid height was determined by GEOID03.
 PW0032
 PW0032.The dynamic height is computed by dividing the NAVD 88
 PW0032.geopotential number by the normal gravity value computed on the
 PW0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0032.degrees latitude (g = 980.6199 gals.).
 PW0032
 PW0032.The modeled gravity was interpolated from observed gravity values.
 PW0032
 PW0032;                    North         East    Units  Estimated Accuracy
 PW0032;SPC WYEC     -   565,420.      477,770.      MT  (+/- 180 meters Scaled)
 PW0032
 PW0032                          SUPERSEDED SURVEY CONTROL
 PW0032
 PW0032  NGVD 29 (??/??/92) 1168.657  (m)         3834.17   (f) ADJ UNCH    1 2
 PW0032
 PW0032.Superseded values are not recommended for survey control.
 PW0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0032.See file dsdata.txt to determine how the superseded data were derived.
 PW0032
 PW0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK928489(NAD 83)
 PW0032_MARKER: DB = BENCH MARK DISK
 PW0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0032_SP_SET: ABUTMENT
 PW0032_STAMPING: L 127 1957
 PW0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0032
 PW0032  HISTORY     - Date     Condition        Report By
 PW0032  HISTORY     - 1957     MONUMENTED       CGS
 PW0032
 PW0032                          STATION DESCRIPTION
 PW0032
 PW0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0032'3.7 MI NE FROM CLEARMONT.
 PW0032'3.7 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0032'FROM THE STATION AT CLEARMONT, IN THE TOP OF THE SOUTHEAST END OF
 PW0032'SOUTHWEST CONCRETE ABUTMENT OF CULVERT NUMBER 656.98 OVER AN
 PW0032'IRRIGATION DITCH, 5 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 PW0032'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0155 ***********************************************************************
 PW0155  DESIGNATION -  L 128
 PW0155  PID         -  PW0155
 PW0155  STATE/COUNTY-  WY/SHERIDAN
 PW0155  USGS QUAD   -  JONES DRAW (1970)
 PW0155
 PW0155                         *CURRENT SURVEY CONTROL
 PW0155  ___________________________________________________________________
 PW0155* NAD 83(1986)-  44 45 21.     (N)    106 41 26.     (W)     SCALED    
 PW0155* NAVD 88     -      1198.436  (meters)    3931.87   (feet)  ADJUSTED  
 PW0155  ___________________________________________________________________
 PW0155  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 PW0155  DYNAMIC HT  -        1197.976 (meters)    3930.36  (feet)  COMP
 PW0155  MODELED GRAV-     980,193.0   (mgal)                       NAVD 88
 PW0155
 PW0155  VERT ORDER  -  FIRST     CLASS II
 PW0155
 PW0155.The horizontal coordinates were scaled from a topographic map and have
 PW0155.an estimated accuracy of +/- 6 seconds.
 PW0155
 PW0155.The orthometric height was determined by differential leveling
 PW0155.and adjusted by the National Geodetic Survey in June 1991..
 PW0155
 PW0155.The geoid height was determined by GEOID03.
 PW0155
 PW0155.The dynamic height is computed by dividing the NAVD 88
 PW0155.geopotential number by the normal gravity value computed on the
 PW0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0155.degrees latitude (g = 980.6199 gals.).
 PW0155
 PW0155.The modeled gravity was interpolated from observed gravity values.
 PW0155
 PW0155;                    North         East    Units  Estimated Accuracy
 PW0155;SPC WYEC     -   572,930.      450,890.      MT  (+/- 180 meters Scaled)
 PW0155
 PW0155                          SUPERSEDED SURVEY CONTROL
 PW0155
 PW0155  NGVD 29 (??/??/92) 1197.700  (m)         3929.45   (f) ADJ UNCH    1 2
 PW0155
 PW0155.Superseded values are not recommended for survey control.
 PW0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0155.See file dsdata.txt to determine how the superseded data were derived.
 PW0155
 PW0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK661572(NAD 83)
 PW0155_MARKER: DB = BENCH MARK DISK
 PW0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0155_SP_SET: CULVERT
 PW0155_STAMPING: L 128 1957
 PW0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0155
 PW0155  HISTORY     - Date     Condition        Report By
 PW0155  HISTORY     - 1957     MONUMENTED       CGS
 PW0155
 PW0155                          STATION DESCRIPTION
 PW0155
 PW0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0155'17.15 MI SE FROM SHERIDAN.
 PW0155'17.15 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0155'RAILROAD FROM THE STATION AT SHERIDAN, 23 POLES SOUTHEAST OF MILEPOST
 PW0155'682, 14 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF THE
 PW0155'SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF AN 8X8-FOOT
 PW0155'CULVERT, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0116 ***********************************************************************
 PW0116  DESIGNATION -  L 129
 PW0116  PID         -  PW0116
 PW0116  STATE/COUNTY-  WY/SHERIDAN
 PW0116  USGS QUAD   -  ACME (1978)
 PW0116
 PW0116                         *CURRENT SURVEY CONTROL
 PW0116  ___________________________________________________________________
 PW0116* NAD 83(1986)-  44 53 06.     (N)    106 59 11.     (W)     SCALED    
 PW0116* NAVD 88     -      1111.365  (meters)    3646.20   (feet)  ADJUSTED  
 PW0116  ___________________________________________________________________
 PW0116  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 PW0116  DYNAMIC HT  -        1110.990 (meters)    3644.97  (feet)  COMP
 PW0116  MODELED GRAV-     980,241.5   (mgal)                       NAVD 88
 PW0116
 PW0116  VERT ORDER  -  FIRST     CLASS II
 PW0116
 PW0116.The horizontal coordinates were scaled from a topographic map and have
 PW0116.an estimated accuracy of +/- 6 seconds.
 PW0116
 PW0116.The orthometric height was determined by differential leveling
 PW0116.and adjusted by the National Geodetic Survey in June 1991..
 PW0116
 PW0116.The geoid height was determined by GEOID03.
 PW0116
 PW0116.The dynamic height is computed by dividing the NAVD 88
 PW0116.geopotential number by the normal gravity value computed on the
 PW0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0116.degrees latitude (g = 980.6199 gals.).
 PW0116
 PW0116.The modeled gravity was interpolated from observed gravity values.
 PW0116
 PW0116;                    North         East    Units  Estimated Accuracy
 PW0116;SPC WYEC     -   587,140.      427,410.      MT  (+/- 180 meters Scaled)
 PW0116
 PW0116                          SUPERSEDED SURVEY CONTROL
 PW0116
 PW0116  NGVD 29 (??/??/92) 1110.649  (m)         3643.85   (f) ADJ UNCH    1 2
 PW0116
 PW0116.Superseded values are not recommended for survey control.
 PW0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0116.See file dsdata.txt to determine how the superseded data were derived.
 PW0116
 PW0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK431720(NAD 83)
 PW0116_MARKER: DB = BENCH MARK DISK
 PW0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0116_STAMPING: L 129 1957
 PW0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0116+STABILITY: SURFACE MOTION
 PW0116
 PW0116  HISTORY     - Date     Condition        Report By
 PW0116  HISTORY     - 1957     MONUMENTED       CGS
 PW0116
 PW0116                          STATION DESCRIPTION
 PW0116
 PW0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0116'3.6 MI SE FROM KLEENBURN.
 PW0116'3.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0116'FROM THE STATION AT KLEENBURN, ABOUT 5.95 MILES NORTH OF THE STATION
 PW0116'AT SHERIDAN, 20 POLES SOUTH OF MILEPOST 705, AT A POINT WHERE A POWER
 PW0116'LINE CROSSES THE TRACK, 47 1/2 FEET EAST OF THE EAST RAIL, AT THE
 PW0116'SOUTH END OF A CUT, 66 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAYS
 PW0116'14 AND 87, 28 FEET EAST OF A TELEPHONE POLE WITH A GUY WIRE, 30 FEET
 PW0116'SOUTH-SOUTHEAST OF A POWER POLE WITH 3 GUY WIRES, 3 FEET WEST OF A
 PW0116'FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF
 PW0116'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0065 ***********************************************************************
 PY0065  DESIGNATION -  L 13
 PY0065  PID         -  PY0065
 PY0065  STATE/COUNTY-  WY/TETON
 PY0065  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY0065
 PY0065                         *CURRENT SURVEY CONTROL
 PY0065  ___________________________________________________________________
 PY0065* NAD 83(1986)-  44 18 11.     (N)    110 36 21.     (W)     SCALED    
 PY0065* NAVD 88     -      2375.042  (meters)    7792.12   (feet)  ADJUSTED  
 PY0065  ___________________________________________________________________
 PY0065  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0065  DYNAMIC HT  -        2373.445 (meters)    7786.88  (feet)  COMP
 PY0065  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 PY0065
 PY0065  VERT ORDER  -  FIRST     CLASS II
 PY0065
 PY0065.The horizontal coordinates were scaled from a topographic map and have
 PY0065.an estimated accuracy of +/- 6 seconds.
 PY0065
 PY0065.The orthometric height was determined by differential leveling
 PY0065.and adjusted by the National Geodetic Survey in June 1991..
 PY0065
 PY0065.The geoid height was determined by GEOID03.
 PY0065
 PY0065.The dynamic height is computed by dividing the NAVD 88
 PY0065.geopotential number by the normal gravity value computed on the
 PY0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0065.degrees latitude (g = 980.6199 gals.).
 PY0065
 PY0065.The modeled gravity was interpolated from observed gravity values.
 PY0065
 PY0065;                    North         East    Units  Estimated Accuracy
 PY0065;SPC WY W     -   522,550.      758,310.      MT  (+/- 180 meters Scaled)
 PY0065
 PY0065                          SUPERSEDED SURVEY CONTROL
 PY0065
 PY0065  NGVD 29 (08/20/92) 2373.676  (m)         7787.64   (f) ADJUSTED    1 2
 PY0065
 PY0065.Superseded values are not recommended for survey control.
 PY0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0065.See file dsdata.txt to determine how the superseded data were derived.
 PY0065
 PY0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ314056(NAD 83)
 PY0065_MARKER: DB = BENCH MARK DISK
 PY0065_SETTING: 80 = SET IN A BOULDER
 PY0065_SP_SET: BOULDER
 PY0065_STAMPING: L 13 1923 7787.616
 PY0065_MARK LOGO: CGS   
 PY0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0065+STABILITY: SURFACE MOTION
 PY0065
 PY0065  HISTORY     - Date     Condition        Report By
 PY0065  HISTORY     - 1923     MONUMENTED       CGS
 PY0065  HISTORY     - 1934     GOOD             NGS
 PY0065  HISTORY     - 1987     GOOD             NGS
 PY0065
 PY0065                          STATION DESCRIPTION
 PY0065
 PY0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0065'9.4 MI S FROM THUMB RANGER STA..
 PY0065'9.4 MILES SOUTH ALONG THE THUMB RANGER STATION-SOUTH ENTRANCE ROAD
 PY0065'FROM THUMB RANGER STATION, YELLOWSTONE NATIONAL PARK, 2 YARDS EAST OF
 PY0065'THE EDGE OF LEWIS LAKE, 15 FEET WEST OF THE EDGE OF THE ROAD, 2 FEET
 PY0065'LOWER THAN THE ROAD, AND IN THE TOP OF A ROCK.  A STANDARD DISK,
 PY0065'STAMPED 7787.616 L 13 1923.
 PY0065
 PY0065                          STATION RECOVERY (1987)
 PY0065
 PY0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0947 ***********************************************************************
 PY0947  DESIGNATION -  L 13
 PY0947  PID         -  PY0947
 PY0947  STATE/COUNTY-  WY/TETON
 PY0947  USGS QUAD   -  LAKE (1986)
 PY0947
 PY0947                         *CURRENT SURVEY CONTROL
 PY0947  ___________________________________________________________________
 PY0947* NAD 83(1986)-  44 32 56.     (N)    110 24 04.     (W)     SCALED    
 PY0947* NAVD 88     -      2367.341  (meters)    7766.85   (feet)  ADJUSTED  
 PY0947  ___________________________________________________________________
 PY0947  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0947  DYNAMIC HT  -        2365.771 (meters)    7761.70  (feet)  COMP
 PY0947  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 PY0947
 PY0947  VERT ORDER  -  FIRST     CLASS II
 PY0947
 PY0947.The horizontal coordinates were scaled from a topographic map and have
 PY0947.an estimated accuracy of +/- 6 seconds.
 PY0947
 PY0947.The orthometric height was determined by differential leveling
 PY0947.and adjusted by the National Geodetic Survey in June 1991..
 PY0947
 PY0947.The geoid height was determined by GEOID03.
 PY0947
 PY0947.The dynamic height is computed by dividing the NAVD 88
 PY0947.geopotential number by the normal gravity value computed on the
 PY0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0947.degrees latitude (g = 980.6199 gals.).
 PY0947
 PY0947.The modeled gravity was interpolated from observed gravity values.
 PY0947
 PY0947;                    North         East    Units  Estimated Accuracy
 PY0947;SPC WY W     -   549,790.      774,750.      MT  (+/- 180 meters Scaled)
 PY0947
 PY0947                          SUPERSEDED SURVEY CONTROL
 PY0947
 PY0947  NGVD 29 (08/20/92) 2365.964  (m)         7762.33   (f) ADJUSTED    1 2
 PY0947
 PY0947.Superseded values are not recommended for survey control.
 PY0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0947.See file dsdata.txt to determine how the superseded data were derived.
 PY0947
 PY0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ475330(NAD 83)
 PY0947_MARKER: DB = BENCH MARK DISK
 PY0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0947_SP_SET: CONCRETE POST
 PY0947_STAMPING: L 13 1977
 PY0947_MARK LOGO: NPS   
 PY0947_PROJECTION: FLUSH
 PY0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0947+STABILITY: SURFACE MOTION
 PY0947
 PY0947  HISTORY     - Date     Condition        Report By
 PY0947  HISTORY     - 1977     MONUMENTED       NPS
 PY0947  HISTORY     - 1987     GOOD             NGS
 PY0947
 PY0947                          STATION DESCRIPTION
 PY0947
 PY0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0947'IN LAKE VILLAGE.
 PY0947'IN LAKE VILLAGE, 88.0 M (288.7 FT) SOUTH OF THE MAIN ENTRANCE TO THE
 PY0947'LAKE HOTEL, 23.2 M (76.1 FT) NORTH OF THE SHORE OF YELLOWSTONE LAKE,
 PY0947'3.1 M (10.2 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 1.5 M (4.9 FT)
 PY0947'SOUTH OF THE WEST END OF A PARKING AREA, AND 0.3 M (1.0 FT) NORTH OF
 PY0947'A METAL POST.
 PY0947'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0187 ***********************************************************************
 MO0187  DESIGNATION -  L 130
 MO0187  PID         -  MO0187
 MO0187  STATE/COUNTY-  WY/LARAMIE
 MO0187  USGS QUAD   -  P O RANCH (1978)
 MO0187
 MO0187                         *CURRENT SURVEY CONTROL
 MO0187  ___________________________________________________________________
 MO0187* NAD 83(1986)-  41 15 53.     (N)    104 47 01.     (W)     SCALED    
 MO0187* NAVD 88     -      1852.370  (meters)    6077.32   (feet)  ADJUSTED  
 MO0187  ___________________________________________________________________
 MO0187  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 MO0187  DYNAMIC HT  -        1850.779 (meters)    6072.10  (feet)  COMP
 MO0187  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 MO0187
 MO0187  VERT ORDER  -  SECOND    CLASS 0
 MO0187
 MO0187.The horizontal coordinates were scaled from a topographic map and have
 MO0187.an estimated accuracy of +/- 6 seconds.
 MO0187
 MO0187.The orthometric height was determined by differential leveling
 MO0187.and adjusted by the National Geodetic Survey in June 1991..
 MO0187
 MO0187.The geoid height was determined by GEOID03.
 MO0187
 MO0187.The dynamic height is computed by dividing the NAVD 88
 MO0187.geopotential number by the normal gravity value computed on the
 MO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0187.degrees latitude (g = 980.6199 gals.).
 MO0187
 MO0187.The modeled gravity was interpolated from observed gravity values.
 MO0187
 MO0187;                    North         East    Units  Estimated Accuracy
 MO0187;SPC WY E     -    84,990.      232,100.      MT  (+/- 180 meters Scaled)
 MO0187
 MO0187                          SUPERSEDED SURVEY CONTROL
 MO0187
 MO0187  NGVD 29 (??/??/92) 1851.371  (m)         6074.04   (f) ADJ UNCH    2 0
 MO0187
 MO0187.Superseded values are not recommended for survey control.
 MO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0187.See file dsdata.txt to determine how the superseded data were derived.
 MO0187
 MO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF181681(NAD 83)
 MO0187_MARKER: DB = BENCH MARK DISK
 MO0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0187_STAMPING: L 130 1959
 MO0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0187+STABILITY: SURFACE MOTION
 MO0187
 MO0187  HISTORY     - Date     Condition        Report By
 MO0187  HISTORY     - 1959     MONUMENTED       CGS
 MO0187
 MO0187                          STATION DESCRIPTION
 MO0187
 MO0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0187'10.7 MI NE FROM CHEYENNE.
 MO0187'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0187'CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE
 MO0187'5.7 MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 3.8 MILES
 MO0187'NORTHEAST ON U.S. HIGHWAY 85, 205 FEET SOUTHEAST OF THE CENTERLINE
 MO0187'OF THE HIGHWAY, 41 FEET SOUTHEAST OF A TELEPHONE LINE, 2.4 FEET
 MO0187'NORTH OF A METAL WITNESS POST AND 1 FOOT NORTHWEST OF THE RIGHT
 MO0187'OF WAY FENCE.  SET IN A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0188 ***********************************************************************
 MQ0188  DESIGNATION -  L 131
 MQ0188  PID         -  MQ0188
 MQ0188  STATE/COUNTY-  WY/SWEETWATER
 MQ0188  USGS QUAD   -  GREEN RIVER (1980)
 MQ0188
 MQ0188                         *CURRENT SURVEY CONTROL
 MQ0188  ___________________________________________________________________
 MQ0188* NAD 83(1986)-  41 32 48.     (N)    109 29 11.     (W)     SCALED    
 MQ0188* NAVD 88     -      1856.311  (meters)    6090.25   (feet)  ADJUSTED  
 MQ0188  ___________________________________________________________________
 MQ0188  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 MQ0188  DYNAMIC HT  -        1854.730 (meters)    6085.06  (feet)  COMP
 MQ0188  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 MQ0188
 MQ0188  VERT ORDER  -  FIRST     CLASS II
 MQ0188
 MQ0188.The horizontal coordinates were scaled from a topographic map and have
 MQ0188.an estimated accuracy of +/- 6 seconds.
 MQ0188
 MQ0188.The orthometric height was determined by differential leveling
 MQ0188.and adjusted by the National Geodetic Survey in June 1991..
 MQ0188
 MQ0188.The geoid height was determined by GEOID03.
 MQ0188
 MQ0188.The dynamic height is computed by dividing the NAVD 88
 MQ0188.geopotential number by the normal gravity value computed on the
 MQ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0188.degrees latitude (g = 980.6199 gals.).
 MQ0188
 MQ0188.The modeled gravity was interpolated from observed gravity values.
 MQ0188
 MQ0188;                    North         East    Units  Estimated Accuracy
 MQ0188;SPC WYWC     -   116,490.      538,560.      MT  (+/- 180 meters Scaled)
 MQ0188
 MQ0188                          SUPERSEDED SURVEY CONTROL
 MQ0188
 MQ0188  NGVD 29 (??/??/92) 1855.03   (m)         6086.0    (f) COMPUTED    1 2
 MQ0188
 MQ0188.Superseded values are not recommended for survey control.
 MQ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0188.See file dsdata.txt to determine how the superseded data were derived.
 MQ0188
 MQ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM262005(NAD 83)
 MQ0188_MARKER: DB = BENCH MARK DISK
 MQ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0188_STAMPING: L 131 1958
 MQ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0188+STABILITY: SURFACE MOTION
 MQ0188
 MQ0188  HISTORY     - Date     Condition        Report By
 MQ0188  HISTORY     - 1958     MONUMENTED       CGS
 MQ0188  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0188
 MQ0188                          STATION DESCRIPTION
 MQ0188
 MQ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0188'1.6 MI W FROM GREEN RIVER.
 MQ0188'ABOUT 1.6 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0188'GREEN RIVER, 98 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 220
 MQ0188'FEET SOUTH OF THE SOUTHEAST END OF A CODNCRETE HEAD WALL OF CULVERT,
 MQ0188'34 FEET SOUTHEAST OF A FENCE CORNER POST, 17 1/2 FEET NORTHWEST OF A
 MQ0188'CONCRETE HIGHWAY MARKER, 2 FEET NORTHEAST OF A FENCE, 2 FEET WEST OF A
 MQ0188'METAL WITNESS POST, ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 MQ0188'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 MQ0188
 MQ0188                          STATION RECOVERY (1983)
 MQ0188
 MQ0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0271 ***********************************************************************
 MQ0271  DESIGNATION -  L 132
 MQ0271  PID         -  MQ0271
 MQ0271  STATE/COUNTY-  WY/SWEETWATER
 MQ0271  USGS QUAD   -  GRANGER (1980)
 MQ0271
 MQ0271                         *CURRENT SURVEY CONTROL
 MQ0271  ___________________________________________________________________
 MQ0271* NAD 83(1986)-  41 34 08.     (N)    109 56 35.     (W)     SCALED    
 MQ0271* NAVD 88     -      1921.316  (meters)    6303.52   (feet)  ADJUSTED  
 MQ0271  ___________________________________________________________________
 MQ0271  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 MQ0271  DYNAMIC HT  -        1919.663 (meters)    6298.09  (feet)  COMP
 MQ0271  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 MQ0271
 MQ0271  VERT ORDER  -  FIRST     CLASS II
 MQ0271
 MQ0271.The horizontal coordinates were scaled from a topographic map and have
 MQ0271.an estimated accuracy of +/- 6 seconds.
 MQ0271
 MQ0271.The orthometric height was determined by differential leveling
 MQ0271.and adjusted by the National Geodetic Survey in June 1991..
 MQ0271
 MQ0271.The geoid height was determined by GEOID03.
 MQ0271
 MQ0271.The dynamic height is computed by dividing the NAVD 88
 MQ0271.geopotential number by the normal gravity value computed on the
 MQ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0271.degrees latitude (g = 980.6199 gals.).
 MQ0271
 MQ0271.The modeled gravity was interpolated from observed gravity values.
 MQ0271
 MQ0271;                    North         East    Units  Estimated Accuracy
 MQ0271;SPC WYWC     -   119,390.      500,500.      MT  (+/- 180 meters Scaled)
 MQ0271
 MQ0271                          SUPERSEDED SURVEY CONTROL
 MQ0271
 MQ0271  NGVD 29 (06/08/92) 1920.001  (m)         6299.20   (f) ADJUSTED    1 2
 MQ0271
 MQ0271.Superseded values are not recommended for survey control.
 MQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0271.See file dsdata.txt to determine how the superseded data were derived.
 MQ0271
 MQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM881024(NAD 83)
 MQ0271_MARKER: DB = BENCH MARK DISK
 MQ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0271_STAMPING: L 132 1958
 MQ0271_MARK LOGO: CGS   
 MQ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0271+STABILITY: SURFACE MOTION
 MQ0271
 MQ0271  HISTORY     - Date     Condition        Report By
 MQ0271  HISTORY     - 1958     MONUMENTED       CGS
 MQ0271  HISTORY     - 1983     GOOD             NGS
 MQ0271
 MQ0271                          STATION DESCRIPTION
 MQ0271
 MQ0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0271'2.5 MI SE FROM GRANGER.
 MQ0271'ABOUT 2.5 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0271'PACIFIC RAILROAD STATION AT GRANGER, 112 FEET SOUTH OF THE CENTER LINE
 MQ0271'OF THE HIGHWAY, 12 FEET SOUTH OF A CONCRETE HIGHWAY RIGHT OF WAY
 MQ0271'MARKER, ABOUT 0.25 MILE WEST OF THE JUNCTION WITH U. S. HIGHWAY 30 N,
 MQ0271'2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 MQ0271'OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 MQ0271
 MQ0271                          STATION RECOVERY (1983)
 MQ0271
 MQ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0056 ***********************************************************************
 MR0056  DESIGNATION -  L 133
 MR0056  PID         -  MR0056
 MR0056  STATE/COUNTY-  WY/UINTA
 MR0056  USGS QUAD   -  AUSTIN RESERVOIR (1964)
 MR0056
 MR0056                         *CURRENT SURVEY CONTROL
 MR0056  ___________________________________________________________________
 MR0056* NAD 83(1986)-  41 28 56.     (N)    110 21 53.     (W)     SCALED    
 MR0056* NAVD 88     -      1967.643  (meters)    6455.51   (feet)  ADJUSTED  
 MR0056  ___________________________________________________________________
 MR0056  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 MR0056  DYNAMIC HT  -        1965.949 (meters)    6449.95  (feet)  COMP
 MR0056  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 MR0056
 MR0056  VERT ORDER  -  FIRST     CLASS II
 MR0056
 MR0056.The horizontal coordinates were scaled from a topographic map and have
 MR0056.an estimated accuracy of +/- 6 seconds.
 MR0056
 MR0056.The orthometric height was determined by differential leveling
 MR0056.and adjusted by the National Geodetic Survey in June 1991..
 MR0056.WARNING-Repeat measurements at this control monument indicate possible
 MR0056.vertical movement.
 MR0056
 MR0056.The geoid height was determined by GEOID03.
 MR0056
 MR0056.The dynamic height is computed by dividing the NAVD 88
 MR0056.geopotential number by the normal gravity value computed on the
 MR0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0056.degrees latitude (g = 980.6199 gals.).
 MR0056
 MR0056.The modeled gravity was interpolated from observed gravity values.
 MR0056
 MR0056;                    North         East    Units  Estimated Accuracy
 MR0056;SPC WY W     -   209,110.      776,500.      MT  (+/- 180 meters Scaled)
 MR0056
 MR0056                          SUPERSEDED SURVEY CONTROL
 MR0056
 MR0056  NGVD 29 (06/08/92) 1966.373  (m)         6451.34   (f) ADJUSTED    1 2
 MR0056
 MR0056.Superseded values are not recommended for survey control.
 MR0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0056.See file dsdata.txt to determine how the superseded data were derived.
 MR0056
 MR0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL530924(NAD 83)
 MR0056_MARKER: DB = BENCH MARK DISK
 MR0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0056_SP_SET: CULVERT
 MR0056_STAMPING: L 133 1958
 MR0056_MARK LOGO: CGS   
 MR0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0056
 MR0056  HISTORY     - Date     Condition        Report By
 MR0056  HISTORY     - 1958     MONUMENTED       CGS
 MR0056  HISTORY     - 1983     GOOD             NGS
 MR0056
 MR0056                          STATION DESCRIPTION
 MR0056
 MR0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0056'4.7 MI NE FROM CARTER.
 MR0056'ABOUT 4.7 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0056'STATION AT CARTER, 9 POLES NORTHEAST OF MILEPOST 871, IN THE TOP OF
 MR0056'THE NORTH WING WALL OF THE NORTHWEST CONCRETE HEAD WALL OF A 24-INCH
 MR0056'CAST IRON PIPE CULVERT 870.77, 25 FEET NORTHWEST OF THE NORTHWEST
 MR0056'RAIL, AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS.
 MR0056
 MR0056                          STATION RECOVERY (1983)
 MR0056
 MR0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0137 ***********************************************************************
 MR0137  DESIGNATION -  L 134
 MR0137  PID         -  MR0137
 MR0137  STATE/COUNTY-  WY/UINTA
 MR0137  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0137
 MR0137                         *CURRENT SURVEY CONTROL
 MR0137  ___________________________________________________________________
 MR0137* NAD 83(1986)-  41 10 36.     (N)    110 50 01.     (W)     SCALED    
 MR0137* NAVD 88     -      2170.119  (meters)    7119.80   (feet)  ADJUSTED  
 MR0137  ___________________________________________________________________
 MR0137  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 MR0137  DYNAMIC HT  -        2168.075 (meters)    7113.09  (feet)  COMP
 MR0137  MODELED GRAV-     979,604.5   (mgal)                       NAVD 88
 MR0137
 MR0137  VERT ORDER  -  FIRST     CLASS II
 MR0137
 MR0137.The horizontal coordinates were scaled from a topographic map and have
 MR0137.an estimated accuracy of +/- 6 seconds.
 MR0137
 MR0137.The orthometric height was determined by differential leveling
 MR0137.and adjusted by the National Geodetic Survey in June 1991..
 MR0137.WARNING-Repeat measurements at this control monument indicate possible
 MR0137.vertical movement.
 MR0137
 MR0137.The geoid height was determined by GEOID03.
 MR0137
 MR0137.The dynamic height is computed by dividing the NAVD 88
 MR0137.geopotential number by the normal gravity value computed on the
 MR0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0137.degrees latitude (g = 980.6199 gals.).
 MR0137
 MR0137.The modeled gravity was interpolated from observed gravity values.
 MR0137
 MR0137;                    North         East    Units  Estimated Accuracy
 MR0137;SPC WY W     -   175,410.      737,050.      MT  (+/- 180 meters Scaled)
 MR0137
 MR0137                          SUPERSEDED SURVEY CONTROL
 MR0137
 MR0137  NGVD 29 (06/08/92) 2168.784  (m)         7115.42   (f) ADJUSTED    1 2
 MR0137
 MR0137.Superseded values are not recommended for survey control.
 MR0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0137.See file dsdata.txt to determine how the superseded data were derived.
 MR0137
 MR0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL139583(NAD 83)
 MR0137_MARKER: DB = BENCH MARK DISK
 MR0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0137_SP_SET: CULVERT
 MR0137_STAMPING: L 134 1958
 MR0137_MARK LOGO: CGS   
 MR0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0137
 MR0137  HISTORY     - Date     Condition        Report By
 MR0137  HISTORY     - 1958     MONUMENTED       CGS
 MR0137  HISTORY     - 1962     GOOD             NGS
 MR0137  HISTORY     - 1983     GOOD             NGS
 MR0137
 MR0137                          STATION DESCRIPTION
 MR0137
 MR0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0137'3.4 MI NW FROM ALTAMONT.
 MR0137'ABOUT 3.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0137'STATION AT ALTAMONT, AT MILEPOST 907, IN THE TOP OF THE SOUTHEAST END
 MR0137'OF THE NORTHEAST CONCRETE HEADWALL OF A 24-INCH CAST IRON PIPE CULVERT
 MR0137'NUMBER 906.99, 15 FEET NORTHEAST OF THE NORTHEAST RAIL. AND ABOUT 7
 MR0137'FEET BELOW THE LEVEL OF THE TRACKS.
 MR0137
 MR0137                          STATION RECOVERY (1962)
 MR0137
 MR0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MR0137'RECOVERED IN GOOD CONDITION.
 MR0137
 MR0137                          STATION RECOVERY (1983)
 MR0137
 MR0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0039 ***********************************************************************
 NR0039  DESIGNATION -  L 141
 NR0039  PID         -  NR0039
 NR0039  STATE/COUNTY-  WY/NATRONA
 NR0039  USGS QUAD   -  SHEEP CREEK (1960)
 NR0039
 NR0039                         *CURRENT SURVEY CONTROL
 NR0039  ___________________________________________________________________
 NR0039* NAD 83(1986)-  42 30 32.     (N)    106 17 26.     (W)     SCALED    
 NR0039* NAVD 88     -      2190.705  (meters)    7187.34   (feet)  ADJUSTED  
 NR0039  ___________________________________________________________________
 NR0039  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 NR0039  DYNAMIC HT  -        2189.063 (meters)    7181.95  (feet)  COMP
 NR0039  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 NR0039
 NR0039  VERT ORDER  -  SECOND    CLASS 0
 NR0039
 NR0039.The horizontal coordinates were scaled from a topographic map and have
 NR0039.an estimated accuracy of +/- 6 seconds.
 NR0039
 NR0039.The orthometric height was determined by differential leveling
 NR0039.and adjusted by the National Geodetic Survey in June 1991..
 NR0039
 NR0039.The geoid height was determined by GEOID03.
 NR0039
 NR0039.The dynamic height is computed by dividing the NAVD 88
 NR0039.geopotential number by the normal gravity value computed on the
 NR0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0039.degrees latitude (g = 980.6199 gals.).
 NR0039
 NR0039.The modeled gravity was interpolated from observed gravity values.
 NR0039
 NR0039;                    North         East    Units  Estimated Accuracy
 NR0039;SPC WYEC     -   323,630.      485,700.      MT  (+/- 180 meters Scaled)
 NR0039
 NR0039                          SUPERSEDED SURVEY CONTROL
 NR0039
 NR0039  NGVD 29 (??/??/92) 2189.663  (m)         7183.92   (f) ADJ UNCH    2 0
 NR0039
 NR0039.Superseded values are not recommended for survey control.
 NR0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0039.See file dsdata.txt to determine how the superseded data were derived.
 NR0039
 NR0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH939070(NAD 83)
 NR0039_MARKER: DB = BENCH MARK DISK
 NR0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0039_STAMPING: L 141 1959
 NR0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0039+STABILITY: SURFACE MOTION
 NR0039
 NR0039  HISTORY     - Date     Condition        Report By
 NR0039  HISTORY     - 1959     MONUMENTED       CGS
 NR0039
 NR0039                          STATION DESCRIPTION
 NR0039
 NR0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0039'39.0 MI S FROM CASPER.
 NR0039'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0039'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0039'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0039'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0039'ROAD, THENCE ABOUT 14.2 MILES SOUTHEAST ALONG A DIRT ROAD, 44 FEET
 NR0039'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN SECTION 3, R 79 W, T 29
 NR0039'N, AT THE SUMMIT OF A RIDGE, AT A CURVE IN THE ROAD, 1.6 FEET
 NR0039'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN
 NR0039'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0111 ***********************************************************************
 NR0111  DESIGNATION -  L 142
 NR0111  PID         -  NR0111
 NR0111  STATE/COUNTY-  WY/NATRONA
 NR0111  USGS QUAD   -  BATES CREEK RESERVOIR (1984)
 NR0111
 NR0111                         *CURRENT SURVEY CONTROL
 NR0111  ___________________________________________________________________
 NR0111* NAD 83(1986)-  42 26 23.     (N)    106 09 15.     (W)     SCALED    
 NR0111* NAVD 88     -      2333.103  (meters)    7654.52   (feet)  ADJUSTED  
 NR0111  ___________________________________________________________________
 NR0111  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 NR0111  DYNAMIC HT  -        2331.272 (meters)    7648.51  (feet)  COMP
 NR0111  MODELED GRAV-     979,751.4   (mgal)                       NAVD 88
 NR0111
 NR0111  VERT ORDER  -  SECOND    CLASS 0
 NR0111
 NR0111.The horizontal coordinates were scaled from a topographic map and have
 NR0111.an estimated accuracy of +/- 6 seconds.
 NR0111
 NR0111.The orthometric height was determined by differential leveling
 NR0111.and adjusted by the National Geodetic Survey in June 1991..
 NR0111
 NR0111.The geoid height was determined by GEOID03.
 NR0111
 NR0111.The dynamic height is computed by dividing the NAVD 88
 NR0111.geopotential number by the normal gravity value computed on the
 NR0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0111.degrees latitude (g = 980.6199 gals.).
 NR0111
 NR0111.The modeled gravity was interpolated from observed gravity values.
 NR0111
 NR0111;                    North         East    Units  Estimated Accuracy
 NR0111;SPC WYEC     -   316,090.      497,010.      MT  (+/- 180 meters Scaled)
 NR0111
 NR0111                          SUPERSEDED SURVEY CONTROL
 NR0111
 NR0111  NGVD 29 (??/??/92) 2331.999  (m)         7650.90   (f) ADJ UNCH    2 0
 NR0111
 NR0111.Superseded values are not recommended for survey control.
 NR0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0111.See file dsdata.txt to determine how the superseded data were derived.
 NR0111
 NR0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG050992(NAD 83)
 NR0111_MARKER: DB = BENCH MARK DISK
 NR0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0111_STAMPING: L 142 1959
 NR0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0111+STABILITY: SURFACE MOTION
 NR0111
 NR0111  HISTORY     - Date     Condition        Report By
 NR0111  HISTORY     - 1959     MONUMENTED       CGS
 NR0111
 NR0111                          STATION DESCRIPTION
 NR0111
 NR0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0111'50.4 MI S FROM CASPER.
 NR0111'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0111'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0111'ROAD WHICH IS MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST ALONG
 NR0111'TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED ROAD,
 NR0111'THENCE ABOUT 25.6 MILES SOUTHEAST ALONG A DIRT ROAD, 48 FEET NORTH OF
 NR0111'THE CENTER LINE OF THE ROAD, IN SECTION 35, R 78 W, T 29 N, ABOUT
 NR0111'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRET POST PROJECTING 6
 NR0111'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0346 ***********************************************************************
 NQ0346  DESIGNATION -  L 143
 NQ0346  PID         -  NQ0346
 NQ0346  STATE/COUNTY-  WY/PLATTE
 NQ0346  USGS QUAD   -  JOHNSON MOUNTAIN (1992)
 NQ0346
 NQ0346                         *CURRENT SURVEY CONTROL
 NQ0346  ___________________________________________________________________
 NQ0346* NAD 83(1986)-  42 08 48.     (N)    105 13 56.     (W)     SCALED    
 NQ0346* NAVD 88     -      1556.296  (meters)    5105.95   (feet)  ADJUSTED  
 NQ0346  ___________________________________________________________________
 NQ0346  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NQ0346  DYNAMIC HT  -        1555.295 (meters)    5102.66  (feet)  COMP
 NQ0346  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 NQ0346
 NQ0346  VERT ORDER  -  SECOND    CLASS 0
 NQ0346
 NQ0346.The horizontal coordinates were scaled from a topographic map and have
 NQ0346.an estimated accuracy of +/- 6 seconds.
 NQ0346
 NQ0346.The orthometric height was determined by differential leveling
 NQ0346.and adjusted by the National Geodetic Survey in June 1991..
 NQ0346
 NQ0346.The geoid height was determined by GEOID03.
 NQ0346
 NQ0346.The dynamic height is computed by dividing the NAVD 88
 NQ0346.geopotential number by the normal gravity value computed on the
 NQ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0346.degrees latitude (g = 980.6199 gals.).
 NQ0346
 NQ0346.The modeled gravity was interpolated from observed gravity values.
 NQ0346
 NQ0346;                    North         East    Units  Estimated Accuracy
 NQ0346;SPC WY E     -   182,870.      194,580.      MT  (+/- 180 meters Scaled)
 NQ0346
 NQ0346                          SUPERSEDED SURVEY CONTROL
 NQ0346
 NQ0346  NGVD 29 (??/??/92) 1555.487  (m)         5103.29   (f) ADJ UNCH    2 0
 NQ0346
 NQ0346.Superseded values are not recommended for survey control.
 NQ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0346.See file dsdata.txt to determine how the superseded data were derived.
 NQ0346
 NQ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG808660(NAD 83)
 NQ0346_MARKER: DB = BENCH MARK DISK
 NQ0346_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0346_SP_SET: ROCK OUTCROP
 NQ0346_STAMPING: L 143 1959
 NQ0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0346+STABILITY: POSITION/ELEVATION WELL
 NQ0346
 NQ0346  HISTORY     - Date     Condition        Report By
 NQ0346  HISTORY     - 1959     MONUMENTED       CGS
 NQ0346
 NQ0346                          STATION DESCRIPTION
 NQ0346
 NQ0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0346'19.4 MI NW FROM WHEATLAND.
 NQ0346'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0346'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0346'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG A
 NQ0346'PAVED ROAD, THENCE ABOUT 3.45 MILES WEST ALONG A GRADED DIRT
 NQ0346'ROAD, IN THE NORTHEAST 1/4 OF SECTION 15, T 25 N, R 70 W, 97 FEET
 NQ0346'SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A GRANITE
 NQ0346'ROCK OUTCROP WHICH PROJECTS 2 1/2 FEET, ABOUT 0.25 MILE EAST OF A
 NQ0346'CATTLE GUARD, ABOUT 0.15 MILE NORTH OF A BARE ROCK HILL, 72 1/2
 NQ0346'FEET SOUTH OF A FENCE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE
 NQ0346'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0371 ***********************************************************************
 NQ0371  DESIGNATION -  L 144
 NQ0371  PID         -  NQ0371
 NQ0371  STATE/COUNTY-  WY/ALBANY
 NQ0371  USGS QUAD   -  GARRETT (1968)
 NQ0371
 NQ0371                         *CURRENT SURVEY CONTROL
 NQ0371  ___________________________________________________________________
 NQ0371* NAD 83(1986)-  42 06 50.     (N)    105 31 44.     (W)     SCALED    
 NQ0371* NAVD 88     -      2158.004  (meters)    7080.05   (feet)  ADJUSTED  
 NQ0371  ___________________________________________________________________
 NQ0371  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 NQ0371  DYNAMIC HT  -        2156.361 (meters)    7074.66  (feet)  COMP
 NQ0371  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 NQ0371
 NQ0371  VERT ORDER  -  SECOND    CLASS 0
 NQ0371
 NQ0371.The horizontal coordinates were scaled from a topographic map and have
 NQ0371.an estimated accuracy of +/- 6 seconds.
 NQ0371
 NQ0371.The orthometric height was determined by differential leveling
 NQ0371.and adjusted by the National Geodetic Survey in June 1991..
 NQ0371
 NQ0371.The geoid height was determined by GEOID03.
 NQ0371
 NQ0371.The dynamic height is computed by dividing the NAVD 88
 NQ0371.geopotential number by the normal gravity value computed on the
 NQ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0371.degrees latitude (g = 980.6199 gals.).
 NQ0371
 NQ0371.The modeled gravity was interpolated from observed gravity values.
 NQ0371
 NQ0371;                    North         East    Units  Estimated Accuracy
 NQ0371;SPC WY E     -   179,290.      170,050.      MT  (+/- 180 meters Scaled)
 NQ0371
 NQ0371                          SUPERSEDED SURVEY CONTROL
 NQ0371
 NQ0371  NGVD 29 (??/??/92) 2157.033  (m)         7076.87   (f) ADJ UNCH    2 0
 NQ0371
 NQ0371.Superseded values are not recommended for survey control.
 NQ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0371.See file dsdata.txt to determine how the superseded data were derived.
 NQ0371
 NQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG562625(NAD 83)
 NQ0371_MARKER: DB = BENCH MARK DISK
 NQ0371_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0371_SP_SET: ROCK LEDGE
 NQ0371_STAMPING: L 144 1959
 NQ0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0371+STABILITY: POSITION/ELEVATION WELL
 NQ0371
 NQ0371  HISTORY     - Date     Condition        Report By
 NQ0371  HISTORY     - 1959     MONUMENTED       CGS
 NQ0371
 NQ0371                          STATION DESCRIPTION
 NQ0371
 NQ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0371'7 MI E FROM GARRETT.
 NQ0371'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0371'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG A
 NQ0371'GRADED DIRT ROAD, THENCE ABOUT 3.55 MILES NORTHEAST ALONG A
 NQ0371'TRACK ROAD, AT THE JUNCTION OF A TRACK ROAD LEADING NORTH, IN
 NQ0371'SECTION 30, T 25 N, R 72 W, IN THE TOP OF A ROCK LEDGE PROJECTING
 NQ0371'2 1/2 FEET, 9 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 NQ0371'20 FEET NORTHEAST OF THE CENTER OF AN INTERMITTENT STREAM, 17
 NQ0371'FEET EAST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD LEADING
 NQ0371'NORTH TO THE W.W. GOODRICH RANCH, AT THE FOOT OF A ROCK WALL,
 NQ0371'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0395 ***********************************************************************
 NQ0395  DESIGNATION -  L 145
 NQ0395  PID         -  NQ0395
 NQ0395  STATE/COUNTY-  WY/ALBANY
 NQ0395  USGS QUAD   -  ROGERS CREEK (1968)
 NQ0395
 NQ0395                         *CURRENT SURVEY CONTROL
 NQ0395  ___________________________________________________________________
 NQ0395* NAD 83(1986)-  42 12 48.     (N)    105 48 53.     (W)     SCALED    
 NQ0395* NAVD 88     -      2195.500  (meters)    7203.07   (feet)  ADJUSTED  
 NQ0395  ___________________________________________________________________
 NQ0395  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 NQ0395  DYNAMIC HT  -        2193.798 (meters)    7197.49  (feet)  COMP
 NQ0395  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 NQ0395
 NQ0395  VERT ORDER  -  SECOND    CLASS 0
 NQ0395
 NQ0395.The horizontal coordinates were scaled from a topographic map and have
 NQ0395.an estimated accuracy of +/- 6 seconds.
 NQ0395
 NQ0395.The orthometric height was determined by differential leveling
 NQ0395.and adjusted by the National Geodetic Survey in June 1991..
 NQ0395
 NQ0395.The geoid height was determined by GEOID03.
 NQ0395
 NQ0395.The dynamic height is computed by dividing the NAVD 88
 NQ0395.geopotential number by the normal gravity value computed on the
 NQ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0395.degrees latitude (g = 980.6199 gals.).
 NQ0395
 NQ0395.The modeled gravity was interpolated from observed gravity values.
 NQ0395
 NQ0395;                    North         East    Units  Estimated Accuracy
 NQ0395;SPC WY E     -   190,480.      146,490.      MT  (+/- 180 meters Scaled)
 NQ0395
 NQ0395                          SUPERSEDED SURVEY CONTROL
 NQ0395
 NQ0395  NGVD 29 (??/??/92) 2194.476  (m)         7199.71   (f) ADJ UNCH    2 0
 NQ0395
 NQ0395.Superseded values are not recommended for survey control.
 NQ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0395.See file dsdata.txt to determine how the superseded data were derived.
 NQ0395
 NQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG327737(NAD 83)
 NQ0395_MARKER: DB = BENCH MARK DISK
 NQ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0395_STAMPING: L 145 1959
 NQ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0395+STABILITY: SURFACE MOTION
 NQ0395
 NQ0395  HISTORY     - Date     Condition        Report By
 NQ0395  HISTORY     - 1959     MONUMENTED       CGS
 NQ0395
 NQ0395                          STATION DESCRIPTION
 NQ0395
 NQ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0395'17.2 MI NW FROM GARRETT.
 NQ0395'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE
 NQ0395'OLD POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG
 NQ0395'A GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT
 NQ0395'0.6 MILE SOUTH ALONG THE OLD FORT FETTERMAN ROAD WHICH IS
 NQ0395'COUNTY ROAD 61, THENCE ABOUT 7.95 MILES NORTHWEST ALONG A GRADED
 NQ0395'DIRT ROAD WHICH IS COUNTY ROAD 64, IN THE NORTHEAST 1/4 OF
 NQ0395'SECTION 22, T 26 N, R 75 W, 66 FEET EAST OF THE CENTER LINE
 NQ0395'OF THE ROAD, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 NQ0395'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 NQ0395'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0419 ***********************************************************************
 NQ0419  DESIGNATION -  L 146
 NQ0419  PID         -  NQ0419
 NQ0419  STATE/COUNTY-  WY/ALBANY
 NQ0419  USGS QUAD   -  ROCK CREEK (1992)
 NQ0419
 NQ0419                         *CURRENT SURVEY CONTROL
 NQ0419  ___________________________________________________________________
 NQ0419* NAD 83(1986)-  42 23 38.     (N)    105 59 59.     (W)     SCALED    
 NQ0419* NAVD 88     -      2267.114  (meters)    7438.02   (feet)  ADJUSTED  
 NQ0419  ___________________________________________________________________
 NQ0419  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 NQ0419  DYNAMIC HT  -        2265.386 (meters)    7432.35  (feet)  COMP
 NQ0419  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 NQ0419
 NQ0419  VERT ORDER  -  SECOND    CLASS 0
 NQ0419
 NQ0419.The horizontal coordinates were scaled from a topographic map and have
 NQ0419.an estimated accuracy of +/- 6 seconds.
 NQ0419
 NQ0419.The orthometric height was determined by differential leveling
 NQ0419.and adjusted by the National Geodetic Survey in June 1991..
 NQ0419
 NQ0419.The geoid height was determined by GEOID03.
 NQ0419
 NQ0419.The dynamic height is computed by dividing the NAVD 88
 NQ0419.geopotential number by the normal gravity value computed on the
 NQ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0419.degrees latitude (g = 980.6199 gals.).
 NQ0419
 NQ0419.The modeled gravity was interpolated from observed gravity values.
 NQ0419
 NQ0419;                    North         East    Units  Estimated Accuracy
 NQ0419;SPC WY E     -   210,660.      131,410.      MT  (+/- 180 meters Scaled)
 NQ0419
 NQ0419                          SUPERSEDED SURVEY CONTROL
 NQ0419
 NQ0419  NGVD 29 (??/??/92) 2266.075  (m)         7434.61   (f) ADJ UNCH    2 0
 NQ0419
 NQ0419.Superseded values are not recommended for survey control.
 NQ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0419.See file dsdata.txt to determine how the superseded data were derived.
 NQ0419
 NQ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG177939(NAD 83)
 NQ0419_MARKER: DB = BENCH MARK DISK
 NQ0419_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0419_SP_SET: ROCK OUTCROP
 NQ0419_STAMPING: L 146 1959
 NQ0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0419+STABILITY: POSITION/ELEVATION WELL
 NQ0419
 NQ0419  HISTORY     - Date     Condition        Report By
 NQ0419  HISTORY     - 1959     MONUMENTED       CGS
 NQ0419
 NQ0419                          STATION DESCRIPTION
 NQ0419
 NQ0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0419'1.8 MI NW FROM LITTLE MEDICINE.
 NQ0419'ABOUT 1.0 MILE NORTHWEST ALONG A TRACK ROAD FROM THE RANCH
 NQ0419'BUILDINGS AT LITTLE MEDICINE, THENCE ABOUT 0.85 MILE WEST ALONG
 NQ0419'A TRACK ROAD, AT THE JUNCTION OF A GRADED DIRT ROAD, 64 FEET
 NQ0419'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE SOUTHWEST
 NQ0419'1/4 OF SECTION 18, T 28 N, R 76 W, IN THE TOP OF A ROCK OUTCROP
 NQ0419'FLUSH WITH THE GROUND, ABOUT 0.25 MILE NORTHEAST OF A T FENCE
 NQ0419'CORNER AND A GATE, 105 FEET SOUTHWEST OF THE CENTER OF THE
 NQ0419'JUNCTION, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0286 ***********************************************************************
 NQ0286  DESIGNATION -  L 15
 NQ0286  PID         -  NQ0286
 NQ0286  STATE/COUNTY-  WY/CONVERSE
 NQ0286  USGS QUAD   -  ORIN (1949)
 NQ0286
 NQ0286                         *CURRENT SURVEY CONTROL
 NQ0286  ___________________________________________________________________
 NQ0286* NAD 83(1986)-  42 39 10.     (N)    105 11 51.     (W)     SCALED    
 NQ0286* NAVD 88     -      1433.686  (meters)    4703.68   (feet)  ADJUSTED  
 NQ0286  ___________________________________________________________________
 NQ0286  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NQ0286  DYNAMIC HT  -        1432.805 (meters)    4700.79  (feet)  COMP
 NQ0286  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 NQ0286
 NQ0286  VERT ORDER  -  FIRST     CLASS II
 NQ0286
 NQ0286.The horizontal coordinates were scaled from a topographic map and have
 NQ0286.an estimated accuracy of +/- 6 seconds.
 NQ0286
 NQ0286.The orthometric height was determined by differential leveling
 NQ0286.and adjusted by the National Geodetic Survey in June 1991..
 NQ0286
 NQ0286.The geoid height was determined by GEOID03.
 NQ0286
 NQ0286.The dynamic height is computed by dividing the NAVD 88
 NQ0286.geopotential number by the normal gravity value computed on the
 NQ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0286.degrees latitude (g = 980.6199 gals.).
 NQ0286
 NQ0286.The modeled gravity was interpolated from observed gravity values.
 NQ0286
 NQ0286;                    North         East    Units  Estimated Accuracy
 NQ0286;SPC WY E     -   239,080.      197,470.      MT  (+/- 180 meters Scaled)
 NQ0286
 NQ0286                          SUPERSEDED SURVEY CONTROL
 NQ0286
 NQ0286  NGVD 29 (??/??/92) 1432.861  (m)         4700.98   (f) ADJ UNCH    1 2
 NQ0286
 NQ0286.Superseded values are not recommended for survey control.
 NQ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0286.See file dsdata.txt to determine how the superseded data were derived.
 NQ0286
 NQ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH838222(NAD 83)
 NQ0286_MARKER: DB = BENCH MARK DISK
 NQ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0286_STAMPING: L 15 1934
 NQ0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0286+STABILITY: SURFACE MOTION
 NQ0286
 NQ0286  HISTORY     - Date     Condition        Report By
 NQ0286  HISTORY     - 1934     MONUMENTED       CGS
 NQ0286
 NQ0286                          STATION DESCRIPTION
 NQ0286
 NQ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0286'0.4 MI W FROM ORIN.
 NQ0286'ABOUT 0.4 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0286'RAILROAD FROM THE STATION AT ORIN, CONVERSE COUNTY, ABOUT 855
 NQ0286'FEET EAST OF CHICAGO, BURLINGTON AND QUINCY RAILROAD MILEPOST
 NQ0286'135, ABOUT 150 FEET WEST OF A SWITCH LEADING NORTH TO THE
 NQ0286'CHICAGO AND NORTH WESTERN RAILWAY, BETWEEN THE TRACKS OF THE TWO
 NQ0286'RAILROADS, 74.8 FEET NORTH OF THE NORTH RAIL OF THE CHICAGO,
 NQ0286'BURLINGTON AND QUINCY RAILROAD MAIN TRACK, AND 10.8 FEET EAST OF A
 NQ0286'POLE.  A STANDARD DISK, STAMPED L 15 1934 AND SET IN THE TOP OF A
 NQ0286'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0195 ***********************************************************************
 MQ0195  DESIGNATION -  L 150
 MQ0195  PID         -  MQ0195
 MQ0195  STATE/COUNTY-  WY/SWEETWATER
 MQ0195  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0195
 MQ0195                         *CURRENT SURVEY CONTROL
 MQ0195  ___________________________________________________________________
 MQ0195* NAD 83(1986)-  41 34 17.     (N)    109 11 14.     (W)     SCALED    
 MQ0195* NAVD 88     -      1964.080  (meters)    6443.82   (feet)  ADJUSTED  
 MQ0195  ___________________________________________________________________
 MQ0195  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MQ0195  DYNAMIC HT  -        1962.438 (meters)    6438.43  (feet)  COMP
 MQ0195  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 MQ0195
 MQ0195  VERT ORDER  -  SECOND    CLASS 0
 MQ0195
 MQ0195.The horizontal coordinates were scaled from a topographic map and have
 MQ0195.an estimated accuracy of +/- 6 seconds.
 MQ0195
 MQ0195.The orthometric height was determined by differential leveling
 MQ0195.and adjusted by the National Geodetic Survey in June 1991..
 MQ0195
 MQ0195.The geoid height was determined by GEOID03.
 MQ0195
 MQ0195.The dynamic height is computed by dividing the NAVD 88
 MQ0195.geopotential number by the normal gravity value computed on the
 MQ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0195.degrees latitude (g = 980.6199 gals.).
 MQ0195
 MQ0195.The modeled gravity was interpolated from observed gravity values.
 MQ0195
 MQ0195;                    North         East    Units  Estimated Accuracy
 MQ0195;SPC WYWC     -   119,070.      563,540.      MT  (+/- 180 meters Scaled)
 MQ0195
 MQ0195                          SUPERSEDED SURVEY CONTROL
 MQ0195
 MQ0195  NGVD 29 (??/??/92) 1962.803  (m)         6439.63   (f) ADJ UNCH    2 0
 MQ0195
 MQ0195.Superseded values are not recommended for survey control.
 MQ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0195.See file dsdata.txt to determine how the superseded data were derived.
 MQ0195
 MQ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM511037(NAD 83)
 MQ0195_MARKER: DB = BENCH MARK DISK
 MQ0195_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0195_SP_SET: OUTCROP
 MQ0195_STAMPING: L 150 1962
 MQ0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0195+STABILITY: POSITION/ELEVATION WELL
 MQ0195
 MQ0195  HISTORY     - Date     Condition        Report By
 MQ0195  HISTORY     - 1962     MONUMENTED       CGS
 MQ0195  HISTORY     - 1968     MARK NOT FOUND   USGS
 MQ0195
 MQ0195                          STATION DESCRIPTION
 MQ0195
 MQ0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0195'2.15 MI SE FROM ROCK SPRINGS.
 MQ0195'2.15 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0195'ROCK SPRINGS, IN THE TOP OF AN 8- BY 5-FOOT FLAT OUTCROP, 56.6 FEET
 MQ0195'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 192 FEET NORTHEAST OF A
 MQ0195'POWER POLE, 6.5 FEET NORTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH
 MQ0195'THE HIGHWAY.  NOTE-- BENCH MARK HAS APPARENTLY BEEN DESTROYED BY
 MQ0195'HIGHWAY CONSTRUCTION.
 MQ0195
 MQ0195                          STATION RECOVERY (1968)
 MQ0195
 MQ0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MQ0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0061 ***********************************************************************
 MQ0061  DESIGNATION -  L 151
 MQ0061  PID         -  MQ0061
 MQ0061  STATE/COUNTY-  WY/SWEETWATER
 MQ0061  USGS QUAD   -  SCRIVNER BUTTE (1963)
 MQ0061
 MQ0061                         *CURRENT SURVEY CONTROL
 MQ0061  ___________________________________________________________________
 MQ0061* NAD 83(1986)-  41 06 17.     (N)    108 47 53.     (W)     SCALED    
 MQ0061* NAVD 88     -      2218.163  (meters)    7277.42   (feet)  ADJUSTED  
 MQ0061  ___________________________________________________________________
 MQ0061  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 MQ0061  DYNAMIC HT  -        2216.075 (meters)    7270.57  (feet)  COMP
 MQ0061  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 MQ0061
 MQ0061  VERT ORDER  -  SECOND    CLASS 0
 MQ0061
 MQ0061.The horizontal coordinates were scaled from a topographic map and have
 MQ0061.an estimated accuracy of +/- 6 seconds.
 MQ0061
 MQ0061.The orthometric height was determined by differential leveling
 MQ0061.and adjusted by the National Geodetic Survey in June 1991..
 MQ0061
 MQ0061.The geoid height was determined by GEOID03.
 MQ0061
 MQ0061.The dynamic height is computed by dividing the NAVD 88
 MQ0061.geopotential number by the normal gravity value computed on the
 MQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0061.degrees latitude (g = 980.6199 gals.).
 MQ0061
 MQ0061.The modeled gravity was interpolated from observed gravity values.
 MQ0061
 MQ0061;                    North         East    Units  Estimated Accuracy
 MQ0061;SPC WYWC     -    67,150.      595,960.      MT  (+/- 180 meters Scaled)
 MQ0061
 MQ0061                          SUPERSEDED SURVEY CONTROL
 MQ0061
 MQ0061  NGVD 29 (??/??/92) 2216.761  (m)         7272.82   (f) ADJ UNCH    2 0
 MQ0061
 MQ0061.Superseded values are not recommended for survey control.
 MQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0061.See file dsdata.txt to determine how the superseded data were derived.
 MQ0061
 MQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL849527(NAD 83)
 MQ0061_MARKER: DB = BENCH MARK DISK
 MQ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0061_STAMPING: L 151 1962
 MQ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0061+STABILITY: SURFACE MOTION
 MQ0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0061+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0061
 MQ0061  HISTORY     - Date     Condition        Report By
 MQ0061  HISTORY     - 1962     MONUMENTED       CGS
 MQ0061  HISTORY     - 1982     GOOD             NGS
 MQ0061  HISTORY     - 20011003 GOOD             WYHD
 MQ0061
 MQ0061                          STATION DESCRIPTION
 MQ0061
 MQ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0061'47.25 MI SE FROM ROCK SPRINGS.
 MQ0061'47.25 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0061'ROCK SPRINGS, 86 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.3
 MQ0061'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THEN THE
 MQ0061'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 MQ0061'ABOVE THE GROUND.
 MQ0061
 MQ0061                          STATION RECOVERY (1982)
 MQ0061
 MQ0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0061'A NEW WITNESS POST SIGN WAS ADDED AND A NEW DESCRIPTION IS GIVEN. IT
 MQ0061'IS 76.0 KM (47.25 MI) SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST
 MQ0061'OFFICE AT ROCK SPRINGS, 25.9 M (85 FT) SOUTHWEST FROM THE CENTER LINE
 MQ0061'OF STATE HIGHWAY 430, AND THE WITNESS POST IS BEND.
 MQ0061
 MQ0061                          STATION RECOVERY (2001)
 MQ0061
 MQ0061'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0040 ***********************************************************************
 MQ0040  DESIGNATION -  L 152
 MQ0040  PID         -  MQ0040
 MQ0040  STATE/COUNTY-  WY/SWEETWATER
 MQ0040  USGS QUAD   -  MUD SPRINGS RANCH (1968)
 MQ0040
 MQ0040                         *CURRENT SURVEY CONTROL
 MQ0040  ___________________________________________________________________
 MQ0040* NAD 83(1986)-  41 20 18.     (N)    108 56 47.     (W)     SCALED    
 MQ0040* NAVD 88     -      2056.213  (meters)    6746.09   (feet)  ADJUSTED  
 MQ0040  ___________________________________________________________________
 MQ0040  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MQ0040  DYNAMIC HT  -        2054.406 (meters)    6740.16  (feet)  COMP
 MQ0040  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 MQ0040
 MQ0040  VERT ORDER  -  SECOND    CLASS 0
 MQ0040
 MQ0040.The horizontal coordinates were scaled from a topographic map and have
 MQ0040.an estimated accuracy of +/- 6 seconds.
 MQ0040
 MQ0040.The orthometric height was determined by differential leveling
 MQ0040.and adjusted by the National Geodetic Survey in June 1991..
 MQ0040
 MQ0040.The geoid height was determined by GEOID03.
 MQ0040
 MQ0040.The dynamic height is computed by dividing the NAVD 88
 MQ0040.geopotential number by the normal gravity value computed on the
 MQ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0040.degrees latitude (g = 980.6199 gals.).
 MQ0040
 MQ0040.The modeled gravity was interpolated from observed gravity values.
 MQ0040
 MQ0040;                    North         East    Units  Estimated Accuracy
 MQ0040;SPC WYWC     -    93,110.      583,560.      MT  (+/- 180 meters Scaled)
 MQ0040
 MQ0040                          SUPERSEDED SURVEY CONTROL
 MQ0040
 MQ0040  NGVD 29 (??/??/92) 2054.894  (m)         6741.76   (f) ADJ UNCH    2 0
 MQ0040
 MQ0040.Superseded values are not recommended for survey control.
 MQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0040.See file dsdata.txt to determine how the superseded data were derived.
 MQ0040
 MQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL718783(NAD 83)
 MQ0040_MARKER: DB = BENCH MARK DISK
 MQ0040_SETTING: 80 = SET IN A BOULDER
 MQ0040_SP_SET: BOULDER
 MQ0040_STAMPING: L 152 1962
 MQ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0040+STABILITY: SURFACE MOTION
 MQ0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MQ0040+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0040
 MQ0040  HISTORY     - Date     Condition        Report By
 MQ0040  HISTORY     - 1962     MONUMENTED       CGS
 MQ0040  HISTORY     - 20011003 GOOD             WYHD
 MQ0040
 MQ0040                          STATION DESCRIPTION
 MQ0040
 MQ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0040'26.35 MI SE FROM ROCK SPRINGS.
 MQ0040'26.35 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0040'ROCK SPRINGS, NEAR THE NORTH END OF A CURVE, SET VERTICALLY IN THE
 MQ0040'WEST FACE OF THE SOUTH END OF A MASSIVE BOULDER, 104 FEET EAST OF THE
 MQ0040'CENTER LINE OF THE HIGHWAY, ABOUT 6 FEET HIGHER THEN THE HIGHWAY AND
 MQ0040'1.9 FEET ABOVE THE GROUND.
 MQ0040
 MQ0040                          STATION RECOVERY (2001)
 MQ0040
 MQ0040'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0188 ***********************************************************************
 MR0188  DESIGNATION -  L 153
 MR0188  PID         -  MR0188
 MR0188  STATE/COUNTY-  WY/UINTA
 MR0188  USGS QUAD   -  MYERS RESERVOIR (1965)
 MR0188
 MR0188                         *CURRENT SURVEY CONTROL
 MR0188  ___________________________________________________________________
 MR0188* NAD 83(1986)-  41 02 47.     (N)    110 55 29.     (W)     SCALED    
 MR0188* NAVD 88     -      2272.128  (meters)    7454.47   (feet)  ADJUSTED  
 MR0188  ___________________________________________________________________
 MR0188  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MR0188  DYNAMIC HT  -        2269.919 (meters)    7447.23  (feet)  COMP
 MR0188  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 MR0188
 MR0188  VERT ORDER  -  SECOND    CLASS 0
 MR0188
 MR0188.The horizontal coordinates were scaled from a topographic map and have
 MR0188.an estimated accuracy of +/- 6 seconds.
 MR0188
 MR0188.The orthometric height was determined by differential leveling
 MR0188.and adjusted by the National Geodetic Survey in June 1991..
 MR0188
 MR0188.The geoid height was determined by GEOID03.
 MR0188
 MR0188.The dynamic height is computed by dividing the NAVD 88
 MR0188.geopotential number by the normal gravity value computed on the
 MR0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0188.degrees latitude (g = 980.6199 gals.).
 MR0188
 MR0188.The modeled gravity was interpolated from observed gravity values.
 MR0188
 MR0188;                    North         East    Units  Estimated Accuracy
 MR0188;SPC WY W     -   161,010.      729,260.      MT  (+/- 180 meters Scaled)
 MR0188
 MR0188                          SUPERSEDED SURVEY CONTROL
 MR0188
 MR0188  NGVD 29 (??/??/92) 2270.685  (m)         7449.74   (f) ADJ UNCH    2 0
 MR0188
 MR0188.Superseded values are not recommended for survey control.
 MR0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0188.See file dsdata.txt to determine how the superseded data were derived.
 MR0188
 MR0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL063439(NAD 83)
 MR0188_MARKER: DB = BENCH MARK DISK
 MR0188_SETTING: 66 = SET IN ROCK OUTCROP
 MR0188_SP_SET: OUTCROP
 MR0188_STAMPING: L 153 1962
 MR0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0188+STABILITY: POSITION/ELEVATION WELL
 MR0188
 MR0188  HISTORY     - Date     Condition        Report By
 MR0188  HISTORY     - 1962     MONUMENTED       CGS
 MR0188
 MR0188                          STATION DESCRIPTION
 MR0188
 MR0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0188'21.7 MI SE FROM EVANSTON.
 MR0188'19.8 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0188'OF U.S. HIGHWAY 189 AT EVANSTON, THENCE 1.9 MILES WEST ALONG A DIRT
 MR0188'ROAD, ON THE INSIDE OF A CURVE, SET VERTICALLY IN THE SOUTH FACE OF A
 MR0188'MASSIVE OUTCROP, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 MR0188'ABOUT 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0128 ***********************************************************************
 PY0128  DESIGNATION -  L 157
 PY0128  PID         -  PY0128
 PY0128  STATE/COUNTY-  WY/PARK
 PY0128  USGS QUAD   -  MAMMOTH (1986)
 PY0128
 PY0128                         *CURRENT SURVEY CONTROL
 PY0128  ___________________________________________________________________
 PY0128* NAD 83(1986)-  44 53 38.     (N)    110 44 07.     (W)     SCALED    
 PY0128* NAVD 88     -      2235.186  (meters)    7333.27   (feet)  ADJUSTED  
 PY0128  ___________________________________________________________________
 PY0128  GEOID HEIGHT-          -8.45  (meters)                     GEOID03
 PY0128  DYNAMIC HT  -        2233.887 (meters)    7329.01  (feet)  COMP
 PY0128  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 PY0128
 PY0128  VERT ORDER  -  FIRST     CLASS II
 PY0128
 PY0128.The horizontal coordinates were scaled from a topographic map and have
 PY0128.an estimated accuracy of +/- 6 seconds.
 PY0128
 PY0128.The orthometric height was determined by differential leveling
 PY0128.and adjusted by the National Geodetic Survey in June 1991..
 PY0128
 PY0128.The geoid height was determined by GEOID03.
 PY0128
 PY0128.The dynamic height is computed by dividing the NAVD 88
 PY0128.geopotential number by the normal gravity value computed on the
 PY0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0128.degrees latitude (g = 980.6199 gals.).
 PY0128
 PY0128.The modeled gravity was interpolated from observed gravity values.
 PY0128
 PY0128;                    North         East    Units  Estimated Accuracy
 PY0128;SPC WYWC     -   489,990.      443,190.      MT  (+/- 180 meters Scaled)
 PY0128
 PY0128                          SUPERSEDED SURVEY CONTROL
 PY0128
 PY0128  NGVD 29 (08/20/92) 2233.884  (m)         7329.00   (f) ADJUSTED    1 2
 PY0128
 PY0128.Superseded values are not recommended for survey control.
 PY0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0128.See file dsdata.txt to determine how the superseded data were derived.
 PY0128
 PY0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ209711(NAD 83)
 PY0128_MARKER: DB = BENCH MARK DISK
 PY0128_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PY0128_SP_SET: UNSPECIFIED ROCK
 PY0128_STAMPING: L 157 1960
 PY0128_MARK LOGO: CGS   
 PY0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0128
 PY0128  HISTORY     - Date     Condition        Report By
 PY0128  HISTORY     - UNK      MONUMENTED       CGS
 PY0128  HISTORY     - 1960     GOOD             NGS
 PY0128  HISTORY     - 1983     GOOD             NGS
 PY0128  HISTORY     - 1987     GOOD             NGS
 PY0128
 PY0128                          STATION DESCRIPTION
 PY0128
 PY0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0128'7.7 MI S FROM MAMMOTH HOT SPRINGS.
 PY0128'ABOUT 7.7 MILES SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0128'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, SET IN THE TOP OF
 PY0128'A FLAT ROCK OUTCROP AND FLUSH WITH THE GROUND, 62 FEET WEST OF THE
 PY0128'CENTER LINE OF THE HIGHWAY, 62 FEET WEST-NORTHWEST OF THE CENTER OF
 PY0128'THE JUNCTION WITH A SERVICE ROAD, 38 FEET NORTHWEST OF THE CENTER LINE
 PY0128'OF THE SERVICE ROAD, 17 FEET NORTH OF A BOULDER PROJECTING 4 FEET, AND
 PY0128'ABOUT 1 FOOT BELOW THE HIGHWAY.
 PY0128
 PY0128                          STATION RECOVERY (1983)
 PY0128
 PY0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0128'RECOVERED IN GOOD CONDITION.
 PY0128
 PY0128                          STATION RECOVERY (1987)
 PY0128
 PY0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0092 ***********************************************************************
 PY0092  DESIGNATION -  L 158
 PY0092  PID         -  PY0092
 PY0092  STATE/COUNTY-  WY/PARK
 PY0092  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0092
 PY0092                         *CURRENT SURVEY CONTROL
 PY0092  ___________________________________________________________________
 PY0092* NAD 83(1986)-  44 38 53.     (N)    110 46 39.     (W)     SCALED    
 PY0092* NAVD 88     -      2134.308  (meters)    7002.31   (feet)  ADJUSTED  
 PY0092  ___________________________________________________________________
 PY0092  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 PY0092  DYNAMIC HT  -        2133.010 (meters)    6998.05  (feet)  COMP
 PY0092  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 PY0092
 PY0092  VERT ORDER  -  FIRST     CLASS II
 PY0092
 PY0092.The horizontal coordinates were scaled from a topographic map and have
 PY0092.an estimated accuracy of +/- 6 seconds.
 PY0092
 PY0092.The orthometric height was determined by differential leveling
 PY0092.and adjusted by the National Geodetic Survey in June 1991..
 PY0092
 PY0092.The geoid height was determined by GEOID03.
 PY0092
 PY0092.The dynamic height is computed by dividing the NAVD 88
 PY0092.geopotential number by the normal gravity value computed on the
 PY0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0092.degrees latitude (g = 980.6199 gals.).
 PY0092
 PY0092.The modeled gravity was interpolated from observed gravity values.
 PY0092
 PY0092;                    North         East    Units  Estimated Accuracy
 PY0092;SPC WYWC     -   462,760.      439,170.      MT  (+/- 180 meters Scaled)
 PY0092
 PY0092                          SUPERSEDED SURVEY CONTROL
 PY0092
 PY0092  NGVD 29 (08/20/92) 2132.997  (m)         6998.01   (f) ADJUSTED    1 2
 PY0092
 PY0092.Superseded values are not recommended for survey control.
 PY0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0092.See file dsdata.txt to determine how the superseded data were derived.
 PY0092
 PY0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ176438(NAD 83)
 PY0092_MARKER: DB = BENCH MARK DISK
 PY0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0092_SP_SET: CONCRETE POST
 PY0092_STAMPING: L 158 1960
 PY0092_MARK LOGO: CGS   
 PY0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0092+STABILITY: SURFACE MOTION
 PY0092
 PY0092  HISTORY     - Date     Condition        Report By
 PY0092  HISTORY     - 1960     MONUMENTED       CGS
 PY0092  HISTORY     - 1983     GOOD             NGS
 PY0092  HISTORY     - 1987     GOOD             NGS
 PY0092
 PY0092                          STATION DESCRIPTION
 PY0092
 PY0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0092'8.6 MI SW FROM NORRIS.
 PY0092'ABOUT 8.6 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0092'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, AT THE MORE WESTERLY OF
 PY0092'TWO ASPHALT PARKING AREAS, 67 FEET SOUTH OF THE CENTER LINE OF THE
 PY0092'HIGHWAY, 217 FEET WEST OF THE SOUTH END OF A PIPE CULVERT WHICH IS AT
 PY0092'THE EAST END OF THE PARKING AREA, ABOUT 8 FEET BELOW THE LEVEL OF THE
 PY0092'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 PY0092
 PY0092                          STATION RECOVERY (1983)
 PY0092
 PY0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0092'RECOVERED IN GOOD CONDITION.
 PY0092
 PY0092                          STATION RECOVERY (1987)
 PY0092
 PY0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0343 ***********************************************************************
 PW0343  DESIGNATION -  L 159
 PW0343  PID         -  PW0343
 PW0343  STATE/COUNTY-  WY/BIG HORN
 PW0343  USGS QUAD   -  DEVILS KITCHEN (1960)
 PW0343
 PW0343                         *CURRENT SURVEY CONTROL
 PW0343  ___________________________________________________________________
 PW0343* NAD 83(1986)-  44 30 19.     (N)    107 57 45.     (W)     SCALED    
 PW0343* NAVD 88     -      1202.046  (meters)    3943.71   (feet)  ADJUSTED  
 PW0343  ___________________________________________________________________
 PW0343  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 PW0343  DYNAMIC HT  -        1201.572 (meters)    3942.16  (feet)  COMP
 PW0343  MODELED GRAV-     980,182.2   (mgal)                       NAVD 88
 PW0343
 PW0343  VERT ORDER  -  SECOND    CLASS 0
 PW0343
 PW0343.The horizontal coordinates were scaled from a topographic map and have
 PW0343.an estimated accuracy of +/- 6 seconds.
 PW0343
 PW0343.The orthometric height was determined by differential leveling
 PW0343.and adjusted by the National Geodetic Survey in June 1991..
 PW0343
 PW0343.The geoid height was determined by GEOID03.
 PW0343
 PW0343.The dynamic height is computed by dividing the NAVD 88
 PW0343.geopotential number by the normal gravity value computed on the
 PW0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0343.degrees latitude (g = 980.6199 gals.).
 PW0343
 PW0343.The modeled gravity was interpolated from observed gravity values.
 PW0343
 PW0343;                    North         East    Units  Estimated Accuracy
 PW0343;SPC WYEC     -   545,080.      349,970.      MT  (+/- 180 meters Scaled)
 PW0343
 PW0343                          SUPERSEDED SURVEY CONTROL
 PW0343
 PW0343  NGVD 29 (??/??/92) 1201.257  (m)         3941.12   (f) ADJ UNCH    2 0
 PW0343
 PW0343.Superseded values are not recommended for survey control.
 PW0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0343.See file dsdata.txt to determine how the superseded data were derived.
 PW0343
 PW0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK645322(NAD 83)
 PW0343_MARKER: DB = BENCH MARK DISK
 PW0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0343_SP_SET: ABUTMENT
 PW0343_STAMPING: L 159 1966
 PW0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0343
 PW0343  HISTORY     - Date     Condition        Report By
 PW0343  HISTORY     - 1966     MONUMENTED       CGS
 PW0343
 PW0343                          STATION DESCRIPTION
 PW0343
 PW0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0343'4.8 MI E FROM GREYBULL.
 PW0343'4.8 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT GREYBULL,
 PW0343'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 PW0343'A CONCRETE BRIDGE OVER SCHAREN GULCH, 17 1/2 FEET SOUTHEAST OF THE
 PW0343'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0429 ***********************************************************************
 NQ0429  DESIGNATION -  L 16
 NQ0429  PID         -  NQ0429
 NQ0429  STATE/COUNTY-  WY/CONVERSE
 NQ0429  USGS QUAD   -  GLENROCK (1974)
 NQ0429
 NQ0429                         *CURRENT SURVEY CONTROL
 NQ0429  ___________________________________________________________________
 NQ0429* NAD 83(1986)-  42 51 58.     (N)    105 49 38.     (W)     SCALED    
 NQ0429* NAVD 88     -      1523.766  (meters)    4999.22   (feet)  ADJUSTED  
 NQ0429  ___________________________________________________________________
 NQ0429  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 NQ0429  DYNAMIC HT  -        1522.805 (meters)    4996.07  (feet)  COMP
 NQ0429  MODELED GRAV-     979,936.4   (mgal)                       NAVD 88
 NQ0429
 NQ0429  VERT ORDER  -  FIRST     CLASS II
 NQ0429
 NQ0429.The horizontal coordinates were scaled from a topographic map and have
 NQ0429.an estimated accuracy of +/- 6 seconds.
 NQ0429
 NQ0429.The orthometric height was determined by differential leveling
 NQ0429.and adjusted by the National Geodetic Survey in June 1991..
 NQ0429
 NQ0429.The geoid height was determined by GEOID03.
 NQ0429
 NQ0429.The dynamic height is computed by dividing the NAVD 88
 NQ0429.geopotential number by the normal gravity value computed on the
 NQ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0429.degrees latitude (g = 980.6199 gals.).
 NQ0429
 NQ0429.The modeled gravity was interpolated from observed gravity values.
 NQ0429
 NQ0429;                    North         East    Units  Estimated Accuracy
 NQ0429;SPC WY E     -   262,990.      146,020.      MT  (+/- 180 meters Scaled)
 NQ0429
 NQ0429                          SUPERSEDED SURVEY CONTROL
 NQ0429
 NQ0429  NGVD 29 (??/??/92) 1522.878  (m)         4996.31   (f) ADJ UNCH    1 2
 NQ0429
 NQ0429.Superseded values are not recommended for survey control.
 NQ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0429.See file dsdata.txt to determine how the superseded data were derived.
 NQ0429
 NQ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH324462(NAD 83)
 NQ0429_MARKER: DB = BENCH MARK DISK
 NQ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0429_STAMPING: L 16 1934
 NQ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0429+STABILITY: SURFACE MOTION
 NQ0429
 NQ0429  HISTORY     - Date     Condition        Report By
 NQ0429  HISTORY     - 1934     MONUMENTED       CGS
 NQ0429
 NQ0429                          STATION DESCRIPTION
 NQ0429
 NQ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0429'2.7 MI E FROM GLENROCK.
 NQ0429'2.7 MILES E. BY RAIL, OF C.B. AND Q.R.R. STATION, ALONG THE
 NQ0429'CHICAGO BURLINGTON AND QUINCY R.R., 0.2 MILES E. OF M.P. 176
 NQ0429'AT ROAD CROSSING.  80.5 FT. N.E. CENTERLINE OF CROSSING, 65.0
 NQ0429'FT. N. OF N. RAIL, 36.8 FT. S.E. CENTERLINE OF GATE, AND
 NQ0429'35.0 FT. S. OF FENCE.  MARK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0383 ***********************************************************************
 PW0383  DESIGNATION -  L 160
 PW0383  PID         -  PW0383
 PW0383  STATE/COUNTY-  WY/BIG HORN
 PW0383  USGS QUAD   -  SHELL FALLS (1993)
 PW0383
 PW0383                         *CURRENT SURVEY CONTROL
 PW0383  ___________________________________________________________________
 PW0383* NAD 83(1986)-  44 34 47.     (N)    107 35 03.     (W)     SCALED    
 PW0383* NAVD 88     -      2068.295  (meters)    6785.73   (feet)  ADJUSTED  
 PW0383  ___________________________________________________________________
 PW0383  GEOID HEIGHT-          -8.95  (meters)                     GEOID03
 PW0383  DYNAMIC HT  -        2067.185 (meters)    6782.09  (feet)  COMP
 PW0383  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 PW0383
 PW0383  VERT ORDER  -  SECOND    CLASS 0
 PW0383
 PW0383.The horizontal coordinates were scaled from a topographic map and have
 PW0383.an estimated accuracy of +/- 6 seconds.
 PW0383
 PW0383.The orthometric height was determined by differential leveling
 PW0383.and adjusted by the National Geodetic Survey in June 1991..
 PW0383
 PW0383.The geoid height was determined by GEOID03.
 PW0383
 PW0383.The dynamic height is computed by dividing the NAVD 88
 PW0383.geopotential number by the normal gravity value computed on the
 PW0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0383.degrees latitude (g = 980.6199 gals.).
 PW0383
 PW0383.The modeled gravity was interpolated from observed gravity values.
 PW0383
 PW0383;                    North         East    Units  Estimated Accuracy
 PW0383;SPC WYEC     -   553,190.      380,080.      MT  (+/- 180 meters Scaled)
 PW0383
 PW0383                          SUPERSEDED SURVEY CONTROL
 PW0383
 PW0383  NGVD 29 (??/??/92) 2067.296  (m)         6782.45   (f) ADJ UNCH    2 0
 PW0383
 PW0383.Superseded values are not recommended for survey control.
 PW0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0383.See file dsdata.txt to determine how the superseded data were derived.
 PW0383
 PW0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK948395(NAD 83)
 PW0383_MARKER: DB = BENCH MARK DISK
 PW0383_SETTING: 66 = SET IN ROCK OUTCROP
 PW0383_SP_SET: OUTCROP
 PW0383_STAMPING: L 160 1966
 PW0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0383+STABILITY: POSITION/ELEVATION WELL
 PW0383
 PW0383  HISTORY     - Date     Condition        Report By
 PW0383  HISTORY     - 1966     MONUMENTED       CGS
 PW0383
 PW0383                          STATION DESCRIPTION
 PW0383
 PW0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0383'13.15 MI NE FROM SHELL.
 PW0383'13.15 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0383'SHELL, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1 FOOT, 62 FEET
 PW0383'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 271 FEET SOUTHEAST OF THE
 PW0383'NORTHEAST END OF A 24-INCH PIPE CULVERT, 4.7 FEET NORTHEAST OF A
 PW0383'WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0271 ***********************************************************************
 PW0271  DESIGNATION -  L 161
 PW0271  PID         -  PW0271
 PW0271  STATE/COUNTY-  WY/SHERIDAN
 PW0271  USGS QUAD   -  RANCHESTER (1978)
 PW0271
 PW0271                         *CURRENT SURVEY CONTROL
 PW0271  ___________________________________________________________________
 PW0271* NAD 83(1986)-  44 53 36.     (N)    107 14 14.     (W)     SCALED    
 PW0271* NAVD 88     -      1186.051  (meters)    3891.24   (feet)  ADJUSTED  
 PW0271  ___________________________________________________________________
 PW0271  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 PW0271  DYNAMIC HT  -        1185.618 (meters)    3889.82  (feet)  COMP
 PW0271  MODELED GRAV-     980,211.7   (mgal)                       NAVD 88
 PW0271
 PW0271  VERT ORDER  -  SECOND    CLASS 0
 PW0271
 PW0271.The horizontal coordinates were scaled from a topographic map and have
 PW0271.an estimated accuracy of +/- 6 seconds.
 PW0271
 PW0271.The orthometric height was determined by differential leveling
 PW0271.and adjusted by the National Geodetic Survey in June 1991..
 PW0271
 PW0271.The geoid height was determined by GEOID03.
 PW0271
 PW0271.The dynamic height is computed by dividing the NAVD 88
 PW0271.geopotential number by the normal gravity value computed on the
 PW0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0271.degrees latitude (g = 980.6199 gals.).
 PW0271
 PW0271.The modeled gravity was interpolated from observed gravity values.
 PW0271
 PW0271;                    North         East    Units  Estimated Accuracy
 PW0271;SPC WYEC     -   588,020.      407,590.      MT  (+/- 180 meters Scaled)
 PW0271
 PW0271                          SUPERSEDED SURVEY CONTROL
 PW0271
 PW0271  NGVD 29 (??/??/92) 1185.283  (m)         3888.72   (f) ADJ UNCH    2 0
 PW0271
 PW0271.Superseded values are not recommended for survey control.
 PW0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0271.See file dsdata.txt to determine how the superseded data were derived.
 PW0271
 PW0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK233735(NAD 83)
 PW0271_MARKER: DB = BENCH MARK DISK
 PW0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0271_SP_SET: BRIDGE
 PW0271_STAMPING: L 161 1966
 PW0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0271
 PW0271  HISTORY     - Date     Condition        Report By
 PW0271  HISTORY     - 1966     MONUMENTED       CGS
 PW0271
 PW0271                          STATION DESCRIPTION
 PW0271
 PW0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0271'1.8 MI NE FROM DAYTON.
 PW0271'1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0271'DAYTON, IN THE TOP AND 1.7 FEET SOUTH OF THE NORTH END OF THE NORTH
 PW0271'CONCRETE WING WALL OF A CONCRETE BRIDGE OVER COLUMBUS CREEK, 17 FEET
 PW0271'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER
 PW0271'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0230 ***********************************************************************
 PW0230  DESIGNATION -  L 162
 PW0230  PID         -  PW0230
 PW0230  STATE/COUNTY-  WY/SHERIDAN
 PW0230  USGS QUAD   -  SKULL RIDGE (1993)
 PW0230
 PW0230                         *CURRENT SURVEY CONTROL
 PW0230  ___________________________________________________________________
 PW0230* NAD 83(1986)-  44 45 40.     (N)    107 26 25.     (W)     SCALED    
 PW0230* NAVD 88     -      2420.975  (meters)    7942.82   (feet)  ADJUSTED  
 PW0230  ___________________________________________________________________
 PW0230  GEOID HEIGHT-          -9.50  (meters)                     GEOID03
 PW0230  DYNAMIC HT  -        2419.630 (meters)    7938.40  (feet)  COMP
 PW0230  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 PW0230
 PW0230  VERT ORDER  -  SECOND    CLASS 0
 PW0230
 PW0230.The horizontal coordinates were scaled from a topographic map and have
 PW0230.an estimated accuracy of +/- 6 seconds.
 PW0230
 PW0230.The orthometric height was determined by differential leveling
 PW0230.and adjusted by the National Geodetic Survey in June 1991..
 PW0230
 PW0230.The geoid height was determined by GEOID03.
 PW0230
 PW0230.The dynamic height is computed by dividing the NAVD 88
 PW0230.geopotential number by the normal gravity value computed on the
 PW0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0230.degrees latitude (g = 980.6199 gals.).
 PW0230
 PW0230.The modeled gravity was interpolated from observed gravity values.
 PW0230
 PW0230;                    North         East    Units  Estimated Accuracy
 PW0230;SPC WYEC     -   573,320.      391,530.      MT  (+/- 180 meters Scaled)
 PW0230
 PW0230                          SUPERSEDED SURVEY CONTROL
 PW0230
 PW0230  NGVD 29 (??/??/92) 2419.926  (m)         7939.37   (f) ADJ UNCH    2 0
 PW0230
 PW0230.Superseded values are not recommended for survey control.
 PW0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0230.See file dsdata.txt to determine how the superseded data were derived.
 PW0230
 PW0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK068593(NAD 83)
 PW0230_MARKER: DB = BENCH MARK DISK
 PW0230_SETTING: 80 = SET IN A BOULDER
 PW0230_STAMPING: L 162 1966
 PW0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0230+STABILITY: SURFACE MOTION
 PW0230
 PW0230  HISTORY     - Date     Condition        Report By
 PW0230  HISTORY     - 1966     MONUMENTED       CGS
 PW0230
 PW0230                          STATION DESCRIPTION
 PW0230
 PW0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0230'20.55 MI SW FROM DAYTON.
 PW0230'20.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0230'DAYTON, 0.2 MILE EAST OF THE JUNCTION OF A ROAD SOUTH TO SIBLEY LAKE
 PW0230'CAMPGROUNDS, 0.05 MILE WEST OF SIBLEY LAKE DAM, AT THE WEST END OF A
 PW0230'ROCK CUT, IN THE TOP OF A 2 1/2- BY 6-FOOT BOULDER PROJECTING ABOUT 1
 PW0230'1/2 FEET, 37 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET
 PW0230'NORTHEAST OF THE CENTER OF THE NORTH END OF A 24-INCH PIPE CULVERT,
 PW0230'2.5 FEET WEST OF A WITNESS POST, AND ABOUT 5 1/2 FEET HIGHER THAN THE
 PW0230'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0282 ***********************************************************************
 PW0282  DESIGNATION -  L 163
 PW0282  PID         -  PW0282
 PW0282  STATE/COUNTY-  WY/WASHAKIE
 PW0282  USGS QUAD   -  TEN SLEEP (1976)
 PW0282
 PW0282                         *CURRENT SURVEY CONTROL
 PW0282  ___________________________________________________________________
 PW0282* NAD 83(1986)-  44 02 51.     (N)    107 24 47.     (W)     SCALED    
 PW0282* NAVD 88     -      1386.660  (meters)    4549.40   (feet)  ADJUSTED  
 PW0282  ___________________________________________________________________
 PW0282  GEOID HEIGHT-         -10.54  (meters)                     GEOID03
 PW0282  DYNAMIC HT  -        1386.039 (meters)    4547.36  (feet)  COMP
 PW0282  MODELED GRAV-     980,121.9   (mgal)                       NAVD 88
 PW0282
 PW0282  VERT ORDER  -  SECOND    CLASS 0
 PW0282
 PW0282.The horizontal coordinates were scaled from a topographic map and have
 PW0282.an estimated accuracy of +/- 6 seconds.
 PW0282
 PW0282.The orthometric height was determined by differential leveling
 PW0282.and adjusted by the National Geodetic Survey in June 1991..
 PW0282
 PW0282.The geoid height was determined by GEOID03.
 PW0282
 PW0282.The dynamic height is computed by dividing the NAVD 88
 PW0282.geopotential number by the normal gravity value computed on the
 PW0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0282.degrees latitude (g = 980.6199 gals.).
 PW0282
 PW0282.The modeled gravity was interpolated from observed gravity values.
 PW0282
 PW0282;                    North         East    Units  Estimated Accuracy
 PW0282;SPC WYEC     -   494,030.      393,610.      MT  (+/- 180 meters Scaled)
 PW0282
 PW0282                          SUPERSEDED SURVEY CONTROL
 PW0282
 PW0282  NGVD 29 (??/??/92) 1385.901  (m)         4546.91   (f) ADJ UNCH    2 0
 PW0282
 PW0282.Superseded values are not recommended for survey control.
 PW0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0282.See file dsdata.txt to determine how the superseded data were derived.
 PW0282
 PW0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ066799(NAD 83)
 PW0282_MARKER: DB = BENCH MARK DISK
 PW0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0282_SP_SET: ABUTMENT
 PW0282_STAMPING: L 163 1966
 PW0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0282
 PW0282  HISTORY     - Date     Condition        Report By
 PW0282  HISTORY     - 1966     MONUMENTED       CGS
 PW0282
 PW0282                          STATION DESCRIPTION
 PW0282
 PW0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0282'2.45 MI NE FROM TEN SLEEP.
 PW0282'2.45 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE AT TEN
 PW0282'SLEEP, IN THE TOP AND 0.8 FOOT NORTH OF THE SOUTH END OF THE EAST
 PW0282'CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER TEN SLEEP CREEK, 18 FEET
 PW0282'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 PW0282'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0103 ***********************************************************************
 OV0103  DESIGNATION -  L 164
 OV0103  PID         -  OV0103
 OV0103  STATE/COUNTY-  WY/WASHAKIE
 OV0103  USGS QUAD   -  MAHOGANY BUTTE (1976)
 OV0103
 OV0103                         *CURRENT SURVEY CONTROL
 OV0103  ___________________________________________________________________
 OV0103* NAD 83(1986)-  43 44 06.     (N)    107 16 57.     (W)     SCALED    
 OV0103* NAVD 88     -      1595.573  (meters)    5234.81   (feet)  ADJUSTED  
 OV0103  ___________________________________________________________________
 OV0103  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 OV0103  DYNAMIC HT  -        1594.767 (meters)    5232.16  (feet)  COMP
 OV0103  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 OV0103
 OV0103  VERT ORDER  -  SECOND    CLASS 0
 OV0103
 OV0103.The horizontal coordinates were scaled from a topographic map and have
 OV0103.an estimated accuracy of +/- 6 seconds.
 OV0103
 OV0103.The orthometric height was determined by differential leveling
 OV0103.and adjusted by the National Geodetic Survey in June 1991..
 OV0103
 OV0103.The geoid height was determined by GEOID03.
 OV0103
 OV0103.The dynamic height is computed by dividing the NAVD 88
 OV0103.geopotential number by the normal gravity value computed on the
 OV0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0103.degrees latitude (g = 980.6199 gals.).
 OV0103
 OV0103.The modeled gravity was interpolated from observed gravity values.
 OV0103
 OV0103;                    North         East    Units  Estimated Accuracy
 OV0103;SPC WYEC     -   459,310.      404,100.      MT  (+/- 180 meters Scaled)
 OV0103
 OV0103                          SUPERSEDED SURVEY CONTROL
 OV0103
 OV0103  NGVD 29 (??/??/92) 1594.757  (m)         5232.13   (f) ADJ UNCH    2 0
 OV0103
 OV0103.Superseded values are not recommended for survey control.
 OV0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0103.See file dsdata.txt to determine how the superseded data were derived.
 OV0103
 OV0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ161449(NAD 83)
 OV0103_MARKER: DB = BENCH MARK DISK
 OV0103_SETTING: 80 = SET IN A BOULDER
 OV0103_SP_SET: SANDSTONE BOULDER
 OV0103_STAMPING: L 164 1966
 OV0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0103+STABILITY: SURFACE MOTION
 OV0103
 OV0103  HISTORY     - Date     Condition        Report By
 OV0103  HISTORY     - 1966     MONUMENTED       CGS
 OV0103
 OV0103                          STATION DESCRIPTION
 OV0103
 OV0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0103'24.1 MI S FROM TEN SLEEP.
 OV0103'24.1 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0103'16 AT TEN SLEEP, 0.15 MILE NORTHWEST OF A CURVE AND THE CROSSING OF A
 OV0103'POWER LINE, IN THE TOP OF A RED SANDSTONE BOULDER PROJECTING ABOUT 1
 OV0103'FOOT, 89 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 29.4 FEET
 OV0103'NORTHEAST OF A FENCE, 5.4 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT
 OV0103'7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0164 ***********************************************************************
 OV0164  DESIGNATION -  L 165
 OV0164  PID         -  OV0164
 OV0164  STATE/COUNTY-  WY/FREMONT
 OV0164  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0164
 OV0164                         *CURRENT SURVEY CONTROL
 OV0164  ___________________________________________________________________
 OV0164* NAD 83(1986)-  43 26 56.     (N)    107 35 16.     (W)     SCALED    
 OV0164* NAVD 88     -      1964.625  (meters)    6445.61   (feet)  ADJUSTED  
 OV0164  ___________________________________________________________________
 OV0164  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 OV0164  DYNAMIC HT  -        1963.411 (meters)    6441.62  (feet)  COMP
 OV0164  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 OV0164
 OV0164  VERT ORDER  -  SECOND    CLASS 0
 OV0164
 OV0164.The horizontal coordinates were scaled from a topographic map and have
 OV0164.an estimated accuracy of +/- 6 seconds.
 OV0164
 OV0164.The orthometric height was determined by differential leveling
 OV0164.and adjusted by the National Geodetic Survey in June 1991..
 OV0164
 OV0164.The geoid height was determined by GEOID03.
 OV0164
 OV0164.The dynamic height is computed by dividing the NAVD 88
 OV0164.geopotential number by the normal gravity value computed on the
 OV0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0164.degrees latitude (g = 980.6199 gals.).
 OV0164
 OV0164.The modeled gravity was interpolated from observed gravity values.
 OV0164
 OV0164;                    North         East    Units  Estimated Accuracy
 OV0164;SPC WYWC     -   328,180.      694,070.      MT  (+/- 180 meters Scaled)
 OV0164
 OV0164                          SUPERSEDED SURVEY CONTROL
 OV0164
 OV0164  NGVD 29 (??/??/92) 1963.658  (m)         6442.43   (f) ADJ UNCH    2 0
 OV0164
 OV0164.Superseded values are not recommended for survey control.
 OV0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0164.See file dsdata.txt to determine how the superseded data were derived.
 OV0164
 OV0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ906139(NAD 83)
 OV0164_MARKER: DB = BENCH MARK DISK
 OV0164_SETTING: 66 = SET IN ROCK OUTCROP
 OV0164_SP_SET: OUTCROP
 OV0164_STAMPING: L 165 1966
 OV0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0164+STABILITY: POSITION/ELEVATION WELL
 OV0164
 OV0164  HISTORY     - Date     Condition        Report By
 OV0164  HISTORY     - 1966     MONUMENTED       CGS
 OV0164
 OV0164                          STATION DESCRIPTION
 OV0164
 OV0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0164'16.3 MI NE FROM LYSITE.
 OV0164'16.3 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0164'AND QUINCY RAILROAD STATION AT LYSITE, NEAR THE SOUTH END OF A CURVE,
 OV0164'IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 1 FOOT ON THE WEST SIDE,
 OV0164'34 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.4 FEET WEST OF A
 OV0164'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0373 ***********************************************************************
 MO0373  DESIGNATION -  L 166
 MO0373  PID         -  MO0373
 MO0373  STATE/COUNTY-  WY/PLATTE
 MO0373  USGS QUAD   -  SQUAW ROCK (1981)
 MO0373
 MO0373                         *CURRENT SURVEY CONTROL
 MO0373  ___________________________________________________________________
 MO0373* NAD 83(1986)-  41 53 55.     (N)    105 10 34.     (W)     SCALED    
 MO0373* NAVD 88     -      1595.753  (meters)    5235.40   (feet)  ADJUSTED  
 MO0373  ___________________________________________________________________
 MO0373  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 MO0373  DYNAMIC HT  -        1594.661 (meters)    5231.82  (feet)  COMP
 MO0373  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 MO0373
 MO0373  VERT ORDER  -  SECOND    CLASS 0
 MO0373
 MO0373.The horizontal coordinates were scaled from a topographic map and have
 MO0373.an estimated accuracy of +/- 6 seconds.
 MO0373
 MO0373.The orthometric height was determined by differential leveling
 MO0373.and adjusted by the National Geodetic Survey in June 1991..
 MO0373
 MO0373.The geoid height was determined by GEOID03.
 MO0373
 MO0373.The dynamic height is computed by dividing the NAVD 88
 MO0373.geopotential number by the normal gravity value computed on the
 MO0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0373.degrees latitude (g = 980.6199 gals.).
 MO0373
 MO0373.The modeled gravity was interpolated from observed gravity values.
 MO0373
 MO0373;                    North         East    Units  Estimated Accuracy
 MO0373;SPC WY E     -   155,320.      199,220.      MT  (+/- 180 meters Scaled)
 MO0373
 MO0373                          SUPERSEDED SURVEY CONTROL
 MO0373
 MO0373  NGVD 29 (??/??/92) 1594.931  (m)         5232.70   (f) ADJ UNCH    2 0
 MO0373
 MO0373.Superseded values are not recommended for survey control.
 MO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0373.See file dsdata.txt to determine how the superseded data were derived.
 MO0373
 MO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG853385(NAD 83)
 MO0373_MARKER: DB = BENCH MARK DISK
 MO0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0373_STAMPING: L 166 1966
 MO0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0373+STABILITY: SURFACE MOTION
 MO0373
 MO0373  HISTORY     - Date     Condition        Report By
 MO0373  HISTORY     - 1966     MONUMENTED       CGS
 MO0373
 MO0373                          STATION DESCRIPTION
 MO0373
 MO0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0373'19.8 MI SW FROM WHEATLAND.
 MO0373'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0373'WHEATLAND, THENCE 13.15 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0373'75 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 239 FEET
 MO0373'WEST-SOUTHWEST OF THE CENTER OF THE SOUTH END OF A PIPE CULVERT,
 MO0373'23 FEET WEST OF THE WEST END OF A GATE, 17 FEET WEST OF A T
 MO0373'JUNCTION FENCE CORNER, 1.6 FEET NORTH OF A FENCE, 2.0 FEET EAST
 MO0373'OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND
 MO0373'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MO0373'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0435 ***********************************************************************
 MO0435  DESIGNATION -  L 167
 MO0435  PID         -  MO0435
 MO0435  STATE/COUNTY-  WY/LARAMIE
 MO0435  USGS QUAD   -  FARTHING (1978)
 MO0435
 MO0435                         *CURRENT SURVEY CONTROL
 MO0435  ___________________________________________________________________
 MO0435* NAD 83(1986)-  41 35 41.     (N)    105 14 29.     (W)     SCALED    
 MO0435* NAVD 88     -      2046.736  (meters)    6715.00   (feet)  ADJUSTED  
 MO0435  ___________________________________________________________________
 MO0435  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 MO0435  DYNAMIC HT  -        2045.094 (meters)    6709.61  (feet)  COMP
 MO0435  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 MO0435
 MO0435  VERT ORDER  -  SECOND    CLASS 0
 MO0435
 MO0435.The horizontal coordinates were scaled from a topographic map and have
 MO0435.an estimated accuracy of +/- 6 seconds.
 MO0435
 MO0435.The orthometric height was determined by differential leveling
 MO0435.and adjusted by the National Geodetic Survey in June 1991..
 MO0435
 MO0435.The geoid height was determined by GEOID03.
 MO0435
 MO0435.The dynamic height is computed by dividing the NAVD 88
 MO0435.geopotential number by the normal gravity value computed on the
 MO0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0435.degrees latitude (g = 980.6199 gals.).
 MO0435
 MO0435.The modeled gravity was interpolated from observed gravity values.
 MO0435
 MO0435;                    North         East    Units  Estimated Accuracy
 MO0435;SPC WY E     -   121,570.      193,770.      MT  (+/- 180 meters Scaled)
 MO0435
 MO0435                          SUPERSEDED SURVEY CONTROL
 MO0435
 MO0435  NGVD 29 (??/??/92) 2045.770  (m)         6711.83   (f) ADJ UNCH    2 0
 MO0435
 MO0435.Superseded values are not recommended for survey control.
 MO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0435.See file dsdata.txt to determine how the superseded data were derived.
 MO0435
 MO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG798048(NAD 83)
 MO0435_MARKER: DB = BENCH MARK DISK
 MO0435_SETTING: 80 = SET IN A BOULDER
 MO0435_SP_SET: BOULDER
 MO0435_STAMPING: L 167 1966
 MO0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0435+STABILITY: SURFACE MOTION
 MO0435
 MO0435  HISTORY     - Date     Condition        Report By
 MO0435  HISTORY     - 1966     MONUMENTED       CGS
 MO0435
 MO0435                          STATION DESCRIPTION
 MO0435
 MO0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0435'4.2 MI NW FROM FARTHING.
 MO0435'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0435'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 2.3 MILES
 MO0435'NORTHWEST ALONG A PRIVATE ROAD, 0.5 MILE NORTHWEST OF A RANCHHOUSE,
 MO0435'0.3 MILE SOUTHEAST OF A GATE, AT THE SOUTHEAST END OF A SMALL
 MO0435'ROCKY CUT, IN THE TOP OF A BOULDER PROJECTING ABOUT 1/2 FOOT,
 MO0435'85 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 25 FEET
 MO0435'SOUTHWEST OF THE SOUTHWEST BANK OF A CREEK, 3.0 FEET WEST OF
 MO0435'A WITNESS POST, AND ABOUT 7 1/2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0193 ***********************************************************************
 MR0193  DESIGNATION -  L 168
 MR0193  PID         -  MR0193
 MR0193  STATE/COUNTY-  WY/LINCOLN
 MR0193  USGS QUAD   -  KEMMERER (1985)
 MR0193
 MR0193                         *CURRENT SURVEY CONTROL
 MR0193  ___________________________________________________________________
 MR0193* NAD 83(1986)-  41 48 31.     (N)    110 35 33.     (W)     SCALED    
 MR0193* NAVD 88     -      2140.087  (meters)    7021.27   (feet)  ADJUSTED  
 MR0193  ___________________________________________________________________
 MR0193  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 MR0193  DYNAMIC HT  -        2138.203 (meters)    7015.09  (feet)  COMP
 MR0193  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 MR0193
 MR0193  VERT ORDER  -  SECOND    CLASS 0
 MR0193
 MR0193.The horizontal coordinates were scaled from a topographic map and have
 MR0193.an estimated accuracy of +/- 6 seconds.
 MR0193
 MR0193.The orthometric height was determined by differential leveling
 MR0193.and adjusted by the National Geodetic Survey in June 1991..
 MR0193
 MR0193.The geoid height was determined by GEOID03.
 MR0193
 MR0193.The dynamic height is computed by dividing the NAVD 88
 MR0193.geopotential number by the normal gravity value computed on the
 MR0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0193.degrees latitude (g = 980.6199 gals.).
 MR0193
 MR0193.The modeled gravity was interpolated from observed gravity values.
 MR0193
 MR0193;                    North         East    Units  Estimated Accuracy
 MR0193;SPC WY W     -   245,450.      757,690.      MT  (+/- 180 meters Scaled)
 MR0193
 MR0193                          SUPERSEDED SURVEY CONTROL
 MR0193
 MR0193  NGVD 29 (??/??/92) 2138.661  (m)         7016.59   (f) ADJ UNCH    2 0
 MR0193
 MR0193.Superseded values are not recommended for survey control.
 MR0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0193.See file dsdata.txt to determine how the superseded data were derived.
 MR0193
 MR0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM338286(NAD 83)
 MR0193_MARKER: DB = BENCH MARK DISK
 MR0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0193_STAMPING: L 168 1966
 MR0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0193+STABILITY: SURFACE MOTION
 MR0193
 MR0193  HISTORY     - Date     Condition        Report By
 MR0193  HISTORY     - 1966     MONUMENTED       CGS
 MR0193
 MR0193                          STATION DESCRIPTION
 MR0193
 MR0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0193'3.1 MI W FROM KEMMERER.
 MR0193'3.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0193'KEMMERER, AT THE CROSSING OF A ROAD, 74.2 FEET SOUTHWEST OF THE
 MR0193'SOUTHWEST RAIL, 1 1/2 FEET NORTHWEST OF MILEPOLE 43, 85 FEET
 MR0193'EAST-SOUTHEAST OF THE SOUTHEAST END OF A STEEL GATE, 97 FEET SOUTH OF
 MR0193'THE CENTER OF THE CROSSING, 39.0 FEET NORTHEAST OF A FENCE, 1.9 FEET
 MR0193'NORTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE TRACK, AND
 MR0193'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MR0193'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0231 ***********************************************************************
 MQ0231  DESIGNATION -  L 17
 MQ0231  PID         -  MQ0231
 MQ0231  STATE/COUNTY-  WY/SWEETWATER
 MQ0231  USGS QUAD   -  HALFWAY HOLLOW EAST (1987)
 MQ0231
 MQ0231                         *CURRENT SURVEY CONTROL
 MQ0231  ___________________________________________________________________
 MQ0231* NAD 83(1986)-  41 16 14.     (N)    109 37 07.     (W)     SCALED    
 MQ0231* NAVD 88     -      1898.342  (meters)    6228.14   (feet)  ADJUSTED  
 MQ0231  ___________________________________________________________________
 MQ0231  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 MQ0231  DYNAMIC HT  -        1896.668 (meters)    6222.65  (feet)  COMP
 MQ0231  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 MQ0231
 MQ0231  VERT ORDER  -  FIRST     CLASS II
 MQ0231
 MQ0231.The horizontal coordinates were scaled from a topographic map and have
 MQ0231.an estimated accuracy of +/- 6 seconds.
 MQ0231
 MQ0231.The orthometric height was determined by differential leveling
 MQ0231.and adjusted by the National Geodetic Survey in June 1991..
 MQ0231.WARNING-Repeat measurements at this control monument indicate possible
 MQ0231.vertical movement.
 MQ0231
 MQ0231.The geoid height was determined by GEOID03.
 MQ0231
 MQ0231.The dynamic height is computed by dividing the NAVD 88
 MQ0231.geopotential number by the normal gravity value computed on the
 MQ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0231.degrees latitude (g = 980.6199 gals.).
 MQ0231
 MQ0231.The modeled gravity was interpolated from observed gravity values.
 MQ0231
 MQ0231;                    North         East    Units  Estimated Accuracy
 MQ0231;SPC WYWC     -    85,930.      527,220.      MT  (+/- 180 meters Scaled)
 MQ0231
 MQ0231                          SUPERSEDED SURVEY CONTROL
 MQ0231
 MQ0231  NGVD 29 (??/??/92) 1897.064  (m)         6223.95   (f) ADJ UNCH    1 2
 MQ0231
 MQ0231.Superseded values are not recommended for survey control.
 MQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0231.See file dsdata.txt to determine how the superseded data were derived.
 MQ0231
 MQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL157697(NAD 83)
 MQ0231_MARKER: DB = BENCH MARK DISK
 MQ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0231_STAMPING: L 17 1933
 MQ0231_MARK LOGO: CGS   
 MQ0231_PROJECTION: FLUSH
 MQ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0231+STABILITY: SURFACE MOTION
 MQ0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0231+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 MQ0231
 MQ0231  HISTORY     - Date     Condition        Report By
 MQ0231  HISTORY     - 1933     MONUMENTED       CGS
 MQ0231  HISTORY     - 1984     GOOD             NGS
 MQ0231  HISTORY     - 20000620 GOOD             NGS
 MQ0231
 MQ0231                          STATION DESCRIPTION
 MQ0231
 MQ0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0231'21.3 MI N FROM LINWOOD, UT.
 MQ0231'IN SWEETWATER COUNTY, WYOMING, 21.3 MILES NORTH ALONG THE
 MQ0231'LINWOOD-GREEN RIVER HIGHWAY FROM LINWOOD, DAGGETT COUNTY, UTAH, 90
 MQ0231'FEET EAST OF HIGHWAY AT A Y-ROAD EAST, 27 FEET EAST OF A STOP SIGN. A
 MQ0231'STANDARD DISK, STAMPED L 17 1933 AND SET IN THE TOP OF A CONCRETE POST
 MQ0231'PROJECTING 0.2 FOOT ABOVE GROUND.
 MQ0231
 MQ0231                          STATION RECOVERY (1984)
 MQ0231
 MQ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0231'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS.  36.7 KM
 MQ0231'(22.8 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS JUNCTION WITH
 MQ0231'U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80 IN GREEN
 MQ0231'RIVER, OR 38.2 KM (23.75 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND
 MQ0231'530 FROM THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 0.7 KM
 MQ0231'(0.45 MI) NORTHEAST OF MILEPOST 24, 27.7 M (90.9 FT) EAST-NORTHEAST OF
 MQ0231'THE CENTERLINE OF THE HIGHWAY, 13.1 M (43.0 FT) NORTHEAST OF THE
 MQ0231'CENTER OF A GRAVELED ROAD LEADING SOUTHEAST, AND 9.1 M (29.9 FT) EAST
 MQ0231'OF A STOP SIGN.
 MQ0231'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0231'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 MQ0231
 MQ0231                          STATION RECOVERY (2000)
 MQ0231
 MQ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 MQ0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0041 ***********************************************************************
 OV0041  DESIGNATION -  L 18
 OV0041  PID         -  OV0041
 OV0041  STATE/COUNTY-  WY/NATRONA
 OV0041  USGS QUAD   -  ILLCO (1978)
 OV0041
 OV0041                         *CURRENT SURVEY CONTROL
 OV0041  ___________________________________________________________________
 OV0041* NAD 83(1986)-  43 00 22.     (N)    106 29 59.     (W)     SCALED    
 OV0041* NAVD 88     -      1623.679  (meters)    5327.02   (feet)  POSTED    
 OV0041  ___________________________________________________________________
 OV0041  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 OV0041  DYNAMIC HT  -        1622.670 (meters)    5323.71  (feet)  COMP
 OV0041  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 OV0041
 OV0041  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0041
 OV0041.The horizontal coordinates were scaled from a topographic map and have
 OV0041.an estimated accuracy of +/- 6 seconds.
 OV0041
 OV0041.The orthometric height was determined by differential leveling
 OV0041.and adjusted by the National Geodetic Survey in 1992..
 OV0041.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0041.rate of 0.0 thru 1.0 mm/km.
 OV0041
 OV0041.The geoid height was determined by GEOID03.
 OV0041
 OV0041.The dynamic height is computed by dividing the NAVD 88
 OV0041.geopotential number by the normal gravity value computed on the
 OV0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0041.degrees latitude (g = 980.6199 gals.).
 OV0041
 OV0041.The modeled gravity was interpolated from observed gravity values.
 OV0041
 OV0041;                    North         East    Units  Estimated Accuracy
 OV0041;SPC WYEC     -   378,670.      467,960.      MT  (+/- 180 meters Scaled)
 OV0041
 OV0041                          SUPERSEDED SURVEY CONTROL
 OV0041
 OV0041  NGVD 29 (??/??/92) 1622.745  (m)         5323.96   (f) ADJ UNCH    1 2
 OV0041
 OV0041.Superseded values are not recommended for survey control.
 OV0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0041.See file dsdata.txt to determine how the superseded data were derived.
 OV0041
 OV0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH777625(NAD 83)
 OV0041_MARKER: DB = BENCH MARK DISK
 OV0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0041_STAMPING: L 18 1934
 OV0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0041+STABILITY: SURFACE MOTION
 OV0041
 OV0041  HISTORY     - Date     Condition        Report By
 OV0041  HISTORY     - 1934     MONUMENTED       CGS
 OV0041
 OV0041                          STATION DESCRIPTION
 OV0041
 OV0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0041'15.4 MI NW FROM CASPER.
 OV0041'ABOUT 15.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OV0041'RAILROAD FROM THE STATION AT CASPER, NATRONA COUNTY, ABOUT 108 FEET
 OV0041'NORTHEAST OF THE SOUTHEAST CORNER OF THE STATION AT ILLCO, ABOUT 2,500
 OV0041'FEET EAST OF CHICAGO, BURLINGTON AND QUINCY RAILROAD MILEPOST 218,
 OV0041'ABOUT 250 FEET WEST OF A SWITCH LEADING TO THE CHICAGO AND NORTH
 OV0041'WESTERN RAILWAY, 72.3 FEET NORTH OF THE NORTH RAIL OF THE CHICAGO,
 OV0041'BURLINGTON AND QUINCY RAILROAD, 68 FEET NORTHEAST OF A WELL, AND ABOUT
 OV0041'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 18 1934 AND
 OV0041'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0872 ***********************************************************************
 PY0872  DESIGNATION -  L 19
 PY0872  PID         -  PY0872
 PY0872  STATE/COUNTY-  WY/TETON
 PY0872  USGS QUAD   -  LAKE (1986)
 PY0872
 PY0872                         *CURRENT SURVEY CONTROL
 PY0872  ___________________________________________________________________
 PY0872* NAD 83(1986)-  44 34 28.     (N)    110 22 58.     (W)     SCALED    
 PY0872* NAVD 88     -      2396.701  (meters)    7863.18   (feet)  ADJUSTED  
 PY0872  ___________________________________________________________________
 PY0872  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0872  DYNAMIC HT  -        2395.122 (meters)    7858.00  (feet)  COMP
 PY0872  MODELED GRAV-     979,872.1   (mgal)                       NAVD 88
 PY0872
 PY0872  VERT ORDER  -  FIRST     CLASS II
 PY0872
 PY0872.The horizontal coordinates were scaled from a topographic map and have
 PY0872.an estimated accuracy of +/- 6 seconds.
 PY0872
 PY0872.The orthometric height was determined by differential leveling
 PY0872.and adjusted by the National Geodetic Survey in June 1991..
 PY0872
 PY0872.The geoid height was determined by GEOID03.
 PY0872
 PY0872.The dynamic height is computed by dividing the NAVD 88
 PY0872.geopotential number by the normal gravity value computed on the
 PY0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0872.degrees latitude (g = 980.6199 gals.).
 PY0872
 PY0872.The modeled gravity was interpolated from observed gravity values.
 PY0872
 PY0872;                    North         East    Units  Estimated Accuracy
 PY0872;SPC WY W     -   552,620.      776,220.      MT  (+/- 180 meters Scaled)
 PY0872
 PY0872                          SUPERSEDED SURVEY CONTROL
 PY0872
 PY0872  NGVD 29 (08/20/92) 2395.334  (m)         7858.69   (f) ADJUSTED    1 2
 PY0872
 PY0872.Superseded values are not recommended for survey control.
 PY0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0872.See file dsdata.txt to determine how the superseded data were derived.
 PY0872
 PY0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ490358(NAD 83)
 PY0872_MARKER: DB = BENCH MARK DISK
 PY0872_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PY0872_SP_SET: SHALLOW-SET PIPE
 PY0872_STAMPING: L-19 1977
 PY0872_MARK LOGO: NPS   
 PY0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0872
 PY0872  HISTORY     - Date     Condition        Report By
 PY0872  HISTORY     - 1977     MONUMENTED       NPS
 PY0872  HISTORY     - 1987     GOOD             NGS
 PY0872  HISTORY     - 1988     GOOD             USGS
 PY0872
 PY0872                          STATION DESCRIPTION
 PY0872
 PY0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0872'0.8 KM (0.50 MI) NORTH FROM LAKE JUNCTION.
 PY0872'0.8 KM (0.50 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0872'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, 47.0 M (154.2
 PY0872'FT) SOUTH OF THE SOUTH END OF A PAVED HIGHWAY PULLOUT, 30.0 M (98.4
 PY0872'FT) SOUTH OF THE CENTER OF A DIRT ROAD, AND 8.1 M (26.6 FT) WEST OF
 PY0872'THE CENTERLINE OF THE HIGHWAY.
 PY0872'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PY0872'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PY0872
 PY0872                          STATION RECOVERY (1988)
 PY0872
 PY0872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0032 ***********************************************************************
 NS0032  DESIGNATION -  L 20
 NS0032  PID         -  NS0032
 NS0032  STATE/COUNTY-  WY/FREMONT
 NS0032  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0032
 NS0032                         *CURRENT SURVEY CONTROL
 NS0032  ___________________________________________________________________
 NS0032* NAD 83(1986)-  42 23 13.     (N)    108 52 09.     (W)     SCALED    
 NS0032* NAVD 88     -      2321.211  (meters)    7615.51   (feet)  ADJUSTED  
 NS0032  ___________________________________________________________________
 NS0032  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 NS0032  DYNAMIC HT  -        2319.322 (meters)    7609.31  (feet)  COMP
 NS0032  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 NS0032
 NS0032  VERT ORDER  -  FIRST     CLASS II
 NS0032
 NS0032.The horizontal coordinates were scaled from a topographic map and have
 NS0032.an estimated accuracy of +/- 6 seconds.
 NS0032
 NS0032.The orthometric height was determined by differential leveling
 NS0032.and adjusted by the National Geodetic Survey in June 1991..
 NS0032
 NS0032.The geoid height was determined by GEOID03.
 NS0032
 NS0032.The dynamic height is computed by dividing the NAVD 88
 NS0032.geopotential number by the normal gravity value computed on the
 NS0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0032.degrees latitude (g = 980.6199 gals.).
 NS0032
 NS0032.The modeled gravity was interpolated from observed gravity values.
 NS0032
 NS0032;                    North         East    Units  Estimated Accuracy
 NS0032;SPC WYWC     -   209,560.      590,190.      MT  (+/- 180 meters Scaled)
 NS0032
 NS0032                          SUPERSEDED SURVEY CONTROL
 NS0032
 NS0032  NGVD 29 (??/??/92) 2319.988  (m)         7611.49   (f) ADJ UNCH    1 2
 NS0032
 NS0032.Superseded values are not recommended for survey control.
 NS0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0032.See file dsdata.txt to determine how the superseded data were derived.
 NS0032
 NS0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM754949(NAD 83)
 NS0032_MARKER: DB = BENCH MARK DISK
 NS0032_SETTING: 66 = SET IN ROCK OUTCROP
 NS0032_SP_SET: GRANITE OUTCROP
 NS0032_STAMPING: 7611.113 L 20 1933
 NS0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0032+STABILITY: POSITION/ELEVATION WELL
 NS0032
 NS0032  HISTORY     - Date     Condition        Report By
 NS0032  HISTORY     - 1933     MONUMENTED       CGS
 NS0032
 NS0032                          STATION DESCRIPTION
 NS0032
 NS0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0032'7.0 MI SW FROM SOUTH PASS CITY.
 NS0032'7.0 MILES SOUTHWEST ALONG THE ROAD TO FARSON FROM THE POST OFFICE AT
 NS0032'SOUTH PASS CITY, FREMONT COUNTY, 1.1 MILES NORTH OF SWEETWATER RIVER,
 NS0032'0.3 MILE WEST OF A PYRAMID OF STONES ON THE TOP OF A HILL, 358 FEET
 NS0032'EAST OF THE CENTER LINE OF THE ROAD, AND IN THE TOP OF A QUARTZ
 NS0032'OUTCROP MARKED BY A PYRAMID OF STONES.  A STANDARD DISK, STAMPED
 NS0032'7611.113 L 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0069 ***********************************************************************
 NS0069  DESIGNATION -  L 21
 NS0069  PID         -  NS0069
 NS0069  STATE/COUNTY-  WY/FREMONT
 NS0069  USGS QUAD   -  HUDSON (1978)
 NS0069
 NS0069                         *CURRENT SURVEY CONTROL
 NS0069  ___________________________________________________________________
 NS0069* NAD 83(1986)-  42 56 45.     (N)    108 30 36.     (W)     SCALED    
 NS0069* NAVD 88     -      1527.136  (meters)    5010.28   (feet)  ADJUSTED  
 NS0069  ___________________________________________________________________
 NS0069  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NS0069  DYNAMIC HT  -        1526.133 (meters)    5006.99  (feet)  COMP
 NS0069  MODELED GRAV-     979,911.2   (mgal)                       NAVD 88
 NS0069
 NS0069  VERT ORDER  -  FIRST     CLASS II
 NS0069
 NS0069.The horizontal coordinates were scaled from a topographic map and have
 NS0069.an estimated accuracy of +/- 6 seconds.
 NS0069
 NS0069.The orthometric height was determined by differential leveling
 NS0069.and adjusted by the National Geodetic Survey in June 1991..
 NS0069
 NS0069.The geoid height was determined by GEOID03.
 NS0069
 NS0069.The dynamic height is computed by dividing the NAVD 88
 NS0069.geopotential number by the normal gravity value computed on the
 NS0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0069.degrees latitude (g = 980.6199 gals.).
 NS0069
 NS0069.The modeled gravity was interpolated from observed gravity values.
 NS0069
 NS0069;                    North         East    Units  Estimated Accuracy
 NS0069;SPC WYWC     -   271,670.      619,590.      MT  (+/- 180 meters Scaled)
 NS0069
 NS0069                          SUPERSEDED SURVEY CONTROL
 NS0069
 NS0069  NGVD 29 (??/??/92) 1526.144  (m)         5007.02   (f) ADJ UNCH    1 2
 NS0069
 NS0069.Superseded values are not recommended for survey control.
 NS0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0069.See file dsdata.txt to determine how the superseded data were derived.
 NS0069
 NS0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN031578(NAD 83)
 NS0069_MARKER: DB = BENCH MARK DISK
 NS0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NS0069_SP_SET: PIER
 NS0069_STAMPING: 5006.519 L 21 1933
 NS0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0069
 NS0069  HISTORY     - Date     Condition        Report By
 NS0069  HISTORY     - 1933     MONUMENTED       CGS
 NS0069
 NS0069                          STATION DESCRIPTION
 NS0069
 NS0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0069'4.6 MI NE FROM HUDSON.
 NS0069'4.6 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NS0069'THE STATION AT HUDSON, FREMONT COUNTY, 1.8 MILES SOUTHWEST OF THE
 NS0069'STATION AT ARAPAHOE, AT BRIDGE 1525, AND IN THE TOP OF THE EAST SIDE
 NS0069'OF THE SOUTH PIER.  A STANDARD DISK, STAMPED 5006.519 L 21 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0070 ***********************************************************************
 OW0070  DESIGNATION -  L 22
 OW0070  PID         -  OW0070
 OW0070  STATE/COUNTY-  WY/FREMONT
 OW0070  USGS QUAD   -  BOYSEN (1978)
 OW0070
 OW0070                         *CURRENT SURVEY CONTROL
 OW0070  ___________________________________________________________________
 OW0070* NAD 83(1986)-  43 23 49.     (N)    108 10 11.     (W)     SCALED    
 OW0070* NAVD 88     -      1426.415  (meters)    4679.83   (feet)  ADJUSTED  
 OW0070  ___________________________________________________________________
 OW0070  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 OW0070  DYNAMIC HT  -        1425.557 (meters)    4677.01  (feet)  COMP
 OW0070  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 OW0070
 OW0070  VERT ORDER  -  FIRST     CLASS II
 OW0070
 OW0070.The horizontal coordinates were scaled from a topographic map and have
 OW0070.an estimated accuracy of +/- 6 seconds.
 OW0070
 OW0070.The orthometric height was determined by differential leveling
 OW0070.and adjusted by the National Geodetic Survey in June 1991..
 OW0070
 OW0070.The geoid height was determined by GEOID03.
 OW0070
 OW0070.The dynamic height is computed by dividing the NAVD 88
 OW0070.geopotential number by the normal gravity value computed on the
 OW0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0070.degrees latitude (g = 980.6199 gals.).
 OW0070
 OW0070.The modeled gravity was interpolated from observed gravity values.
 OW0070
 OW0070;                    North         East    Units  Estimated Accuracy
 OW0070;SPC WYWC     -   321,910.      647,010.      MT  (+/- 180 meters Scaled)
 OW0070
 OW0070                          SUPERSEDED SURVEY CONTROL
 OW0070
 OW0070  NGVD 29 (??/??/92) 1425.517  (m)         4676.88   (f) ADJ UNCH    1 2
 OW0070
 OW0070.Superseded values are not recommended for survey control.
 OW0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0070.See file dsdata.txt to determine how the superseded data were derived.
 OW0070
 OW0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP292087(NAD 83)
 OW0070_MARKER: DB = BENCH MARK DISK
 OW0070_SETTING: 66 = SET IN ROCK OUTCROP
 OW0070_SP_SET: ROCK OUTCROP
 OW0070_STAMPING: 4676.306 L 22 1933
 OW0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0070+STABILITY: POSITION/ELEVATION WELL
 OW0070
 OW0070  HISTORY     - Date     Condition        Report By
 OW0070  HISTORY     - 1933     MONUMENTED       CGS
 OW0070  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0070
 OW0070                          STATION DESCRIPTION
 OW0070
 OW0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0070'3.7 MI S FROM BOYSEN DAM.
 OW0070'3.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OW0070'BOYSEN DAM, FREMONT COUNTY, AT MILEAGE 316.48, 55 FEET NORTHEAST OF
 OW0070'THE CENTER LINE OF THE TRACK, 4 FEET NORTHEAST OF A FENCE, AND IN THE
 OW0070'TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED 4676.306 L 22 1933.
 OW0070
 OW0070                          STATION RECOVERY (1982)
 OW0070
 OW0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0013 ***********************************************************************
 OW0013  DESIGNATION -  L 23
 OW0013  PID         -  OW0013
 OW0013  STATE/COUNTY-  WY/HOT SPRINGS
 OW0013  USGS QUAD   -  KIRBY (1985)
 OW0013
 OW0013                         *CURRENT SURVEY CONTROL
 OW0013  ___________________________________________________________________
 OW0013* NAD 83(1986)-  43 50 34.     (N)    108 12 02.     (W)     SCALED    
 OW0013* NAVD 88     -      1287.422  (meters)    4223.82   (feet)  ADJUSTED  
 OW0013  ___________________________________________________________________
 OW0013  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 OW0013  DYNAMIC HT  -        1286.762 (meters)    4221.65  (feet)  COMP
 OW0013  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 OW0013
 OW0013  VERT ORDER  -  FIRST     CLASS II
 OW0013
 OW0013.The horizontal coordinates were scaled from a topographic map and have
 OW0013.an estimated accuracy of +/- 6 seconds.
 OW0013
 OW0013.The orthometric height was determined by differential leveling
 OW0013.and adjusted by the National Geodetic Survey in June 1991..
 OW0013
 OW0013.The geoid height was determined by GEOID03.
 OW0013
 OW0013.The dynamic height is computed by dividing the NAVD 88
 OW0013.geopotential number by the normal gravity value computed on the
 OW0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0013.degrees latitude (g = 980.6199 gals.).
 OW0013
 OW0013.The modeled gravity was interpolated from observed gravity values.
 OW0013
 OW0013;                    North         East    Units  Estimated Accuracy
 OW0013;SPC WYWC     -   371,430.      644,180.      MT  (+/- 180 meters Scaled)
 OW0013
 OW0013                          SUPERSEDED SURVEY CONTROL
 OW0013
 OW0013  NGVD 29 (06/08/92) 1286.589  (m)         4221.08   (f) ADJUSTED    1 2
 OW0013
 OW0013.Superseded values are not recommended for survey control.
 OW0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0013.See file dsdata.txt to determine how the superseded data were derived.
 OW0013
 OW0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP250582(NAD 83)
 OW0013_MARKER: DB = BENCH MARK DISK
 OW0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0013_SP_SET: BRIDGE
 OW0013_STAMPING: 4220.507 L 23 1933
 OW0013_MARK LOGO: CGS   
 OW0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0013
 OW0013  HISTORY     - Date     Condition        Report By
 OW0013  HISTORY     - 1933     MONUMENTED       CGS
 OW0013  HISTORY     - 1982     GOOD             NGS
 OW0013
 OW0013                          STATION DESCRIPTION
 OW0013
 OW0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0013'3.0 MI NW FROM KIRBY.
 OW0013'3.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OW0013'FROM KIRBY, HOT SPRINGS COUNTY, AT MILEAGE 351.03, AT A BRIDGE, AND IN
 OW0013'THE TOP OF THE NORTHWEST SIDE OF THE SOUTHWEST CONCRETE ABUTMENT. A
 OW0013'STANDARD DISK, STAMPED 4220.507 L 23 1933.
 OW0013
 OW0013                          STATION RECOVERY (1982)
 OW0013
 OW0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0013'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.2 KM (15.05
 OW0013'MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH STATE
 OW0013'HIGHWAY 120 IN THERMOPOLIS, IN THE NORTHWEST END OF THE SOUTHWEST
 OW0013'CONCRETE ABUTMENT OF BURLINGTON NORTHERN RAILROAD BRIDGE NUMBER
 OW0013'351.03, 64.0 METERS (210.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 OW0013'HIGHWAY AND 2.2 METERS (7.2 FT) NORTHWEST OF THE NEAR RAIL.
 OW0013'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0044 ***********************************************************************
 PX0044  DESIGNATION -  L 24
 PX0044  PID         -  PX0044
 PX0044  STATE/COUNTY-  WY/BIG HORN
 PX0044  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0044
 PX0044                         *CURRENT SURVEY CONTROL
 PX0044  ___________________________________________________________________
 PX0044* NAD 83(1986)-  44 24 27.     (N)    108 02 44.     (W)     SCALED    
 PX0044* NAVD 88     -      1169.024  (meters)    3835.37   (feet)  ADJUSTED  
 PX0044  ___________________________________________________________________
 PX0044  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 PX0044  DYNAMIC HT  -        1168.544 (meters)    3833.80  (feet)  COMP
 PX0044  MODELED GRAV-     980,168.0   (mgal)                       NAVD 88
 PX0044  OBS GRAVITY -     980,168.2   (mgal)                       GRAV_OBS
 PX0044
 PX0044  VERT ORDER  -  FIRST     CLASS II
 PX0044
 PX0044.The horizontal coordinates were scaled from a topographic map and have
 PX0044.an estimated accuracy of +/- 6 seconds.
 PX0044
 PX0044.The orthometric height was determined by differential leveling
 PX0044.and adjusted by the National Geodetic Survey in June 1991..
 PX0044
 PX0044.The geoid height was determined by GEOID03.
 PX0044
 PX0044.The dynamic height is computed by dividing the NAVD 88
 PX0044.geopotential number by the normal gravity value computed on the
 PX0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0044.degrees latitude (g = 980.6199 gals.).
 PX0044
 PX0044.The modeled gravity was interpolated from observed gravity values.
 PX0044.The observed gravity was obtained from relative gravimeter ties
 PX0044.to the IGSN71 gravity network.
 PX0044
 PX0044;                    North         East    Units  Estimated Accuracy
 PX0044;SPC WYEC     -   534,270.      343,270.      MT  (+/- 180 meters Scaled)
 PX0044
 PX0044                          SUPERSEDED SURVEY CONTROL
 PX0044
 PX0044  NGVD 29 (06/08/92) 1168.228  (m)         3832.76   (f) ADJUSTED    1 2
 PX0044
 PX0044.Superseded values are not recommended for survey control.
 PX0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0044.See file dsdata.txt to determine how the superseded data were derived.
 PX0044
 PX0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ352213(NAD 83)
 PX0044_MARKER: DB = BENCH MARK DISK
 PX0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0044_STAMPING: 3832.364 L 24 1933
 PX0044_MARK LOGO: CGS   
 PX0044_PROJECTION: PROJECTING 5 CENTIMETERS
 PX0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0044+STABILITY: SURFACE MOTION
 PX0044
 PX0044  HISTORY     - Date     Condition        Report By
 PX0044  HISTORY     - 1933     MONUMENTED       CGS
 PX0044  HISTORY     - 1934     GOOD             NGS
 PX0044  HISTORY     - 1982     GOOD             NGS
 PX0044
 PX0044                          STATION DESCRIPTION
 PX0044
 PX0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0044'1.8 MI N FROM BASIN.
 PX0044'1.8 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PX0044'BASIN, BIG HORN COUNTY, AT MILEAGE 398.2, AT AN OLD ROAD CROSSING, 54
 PX0044'FEET NORTHEAST OF THE TRACK, AND AT A FENCE CORNER.  A STANDARD DISK,
 PX0044'STAMPED 3832.364 L 24 1933 AND SET IN THE TOP OF A CONCRETE POST.
 PX0044
 PX0044                          STATION RECOVERY (1934)
 PX0044
 PX0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0044'RECOVERED IN GOOD CONDITION.
 PX0044
 PX0044                          STATION RECOVERY (1982)
 PX0044
 PX0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0044'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  51.9 KM (32.25
 PX0044'MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH U. S.
 PX0044'HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 116.4 METERS (381.9 FT)
 PX0044'EAST OF THE CENTERLINE OF THE HIGHWAY, 15.7 METERS (51.5 FT) EAST OF
 PX0044'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 5.2 METERS (17.1
 PX0044'FT) SOUTH OF THE EXTENDED CENTER OF A DIRT ROAD LEADING EAST AND 1.0
 PX0044'METERS (3.3 FT) WEST OF A FENCE.
 PX0044'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PX0044'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0027 ***********************************************************************
 PX0027  DESIGNATION -  L 25
 PX0027  PID         -  PX0027
 PX0027  STATE/COUNTY-  WY/BIG HORN
 PX0027  USGS QUAD   -  BYRON (1967)
 PX0027
 PX0027                         *CURRENT SURVEY CONTROL
 PX0027  ___________________________________________________________________
 PX0027* NAD 83(1986)-  44 52 26.     (N)    108 30 11.     (W)     SCALED    
 PX0027* NAVD 88     -      1215.595  (meters)    3988.16   (feet)  POSTED    
 PX0027  ___________________________________________________________________
 PX0027  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 PX0027  DYNAMIC HT  -        1215.130 (meters)    3986.64  (feet)  COMP
 PX0027  MODELED GRAV-     980,196.1   (mgal)                       NAVD 88
 PX0027
 PX0027  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PX0027
 PX0027.The horizontal coordinates were scaled from a topographic map and have
 PX0027.an estimated accuracy of +/- 6 seconds.
 PX0027
 PX0027.The orthometric height was determined by differential leveling
 PX0027.and adjusted by the National Geodetic Survey in 1992..
 PX0027.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PX0027.rate of 0.0 thru 1.0 mm/km.
 PX0027
 PX0027.The geoid height was determined by GEOID03.
 PX0027
 PX0027.The dynamic height is computed by dividing the NAVD 88
 PX0027.geopotential number by the normal gravity value computed on the
 PX0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0027.degrees latitude (g = 980.6199 gals.).
 PX0027
 PX0027.The modeled gravity was interpolated from observed gravity values.
 PX0027
 PX0027;                    North         East    Units  Estimated Accuracy
 PX0027;SPC WYEC     -   586,520.      307,580.      MT  (+/- 180 meters Scaled)
 PX0027
 PX0027                          SUPERSEDED SURVEY CONTROL
 PX0027
 PX0027  NGVD 29 (??/??/92) 1214.687  (m)         3985.19   (f) ADJ UNCH    1 2
 PX0027
 PX0027.Superseded values are not recommended for survey control.
 PX0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0027.See file dsdata.txt to determine how the superseded data were derived.
 PX0027
 PX0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ972719(NAD 83)
 PX0027_MARKER: DB = BENCH MARK DISK
 PX0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0027_SP_SET: BRIDGE
 PX0027_STAMPING: 3984.907 L 25 1933
 PX0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0027
 PX0027  HISTORY     - Date     Condition        Report By
 PX0027  HISTORY     - 1933     MONUMENTED       CGS
 PX0027  HISTORY     - 1934     GOOD             NGS
 PX0027
 PX0027                          STATION DESCRIPTION
 PX0027
 PX0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0027'1.3 MI W FROM COWLEY.
 PX0027'1.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PX0027'COWLEY, BIG HORN COUNTY, AT BRIDGE NO. 448.2, AND IN THE TOP OF THE
 PX0027'NORTH CORNER OF THE EAST WALL.  A STANDARD DISK, STAMPED 3984.907 L 25
 PX0027'1933.
 PX0027
 PX0027                          STATION RECOVERY (1934)
 PX0027
 PX0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0134 ***********************************************************************
 OV0134  DESIGNATION -  L 26
 OV0134  PID         -  OV0134
 OV0134  STATE/COUNTY-  WY/NATRONA
 OV0134  USGS QUAD   -  ARMINTO (1976)
 OV0134
 OV0134                         *CURRENT SURVEY CONTROL
 OV0134  ___________________________________________________________________
 OV0134* NAD 83(1986)-  43 10 36.     (N)    107 15 30.     (W)     SCALED    
 OV0134* NAVD 88     -      1837.910  (meters)    6029.88   (feet)  POSTED    
 OV0134  ___________________________________________________________________
 OV0134  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 OV0134  DYNAMIC HT  -        1836.640 (meters)    6025.71  (feet)  COMP
 OV0134  MODELED GRAV-     979,866.6   (mgal)                       NAVD 88
 OV0134
 OV0134  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0134
 OV0134.The horizontal coordinates were scaled from a topographic map and have
 OV0134.an estimated accuracy of +/- 6 seconds.
 OV0134
 OV0134.The orthometric height was determined by differential leveling
 OV0134.and adjusted by the National Geodetic Survey in 1992..
 OV0134.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0134.rate of 1.1 thru 2.0 mm/km.
 OV0134
 OV0134.The geoid height was determined by GEOID03.
 OV0134
 OV0134.The dynamic height is computed by dividing the NAVD 88
 OV0134.geopotential number by the normal gravity value computed on the
 OV0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0134.degrees latitude (g = 980.6199 gals.).
 OV0134
 OV0134.The modeled gravity was interpolated from observed gravity values.
 OV0134
 OV0134;                    North         East    Units  Estimated Accuracy
 OV0134;SPC WYEC     -   397,280.      406,100.      MT  (+/- 180 meters Scaled)
 OV0134
 OV0134                          SUPERSEDED SURVEY CONTROL
 OV0134
 OV0134  NGVD 29 (??/??/92) 1836.732  (m)         6026.01   (f) ADJ UNCH    1 2
 OV0134
 OV0134.Superseded values are not recommended for survey control.
 OV0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0134.See file dsdata.txt to determine how the superseded data were derived.
 OV0134
 OV0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH164829(NAD 83)
 OV0134_MARKER: DB = BENCH MARK DISK
 OV0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OV0134_SP_SET: SIGNAL TOWER BASE
 OV0134_STAMPING: L 26 1934
 OV0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0134
 OV0134  HISTORY     - Date     Condition        Report By
 OV0134  HISTORY     - 1934     MONUMENTED       CGS
 OV0134  HISTORY     - 1944     GOOD             NGS
 OV0134  HISTORY     - 1982     MARK NOT FOUND   NGS
 OV0134
 OV0134                          STATION DESCRIPTION
 OV0134
 OV0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0134'IN ARMINTO.
 OV0134'AT ARMINTO, NATRONA COUNTY, AT THE CHICAGO, BURLINGTON AND QUINCY
 OV0134'RAILROAD STATION, IN THE TOP OF THE BASE OF THE SIGNAL TOWER DIRECTLY
 OV0134'IN FRONT OF THE STATION, 6.0 FEET WEST OF THE CENTER LINE OF THE DOOR
 OV0134'LEADING TO THE SECOND FLOOR, 3.0 FEET NORTH OF THE STATION, AND 15.5
 OV0134'FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED L 26 1934.
 OV0134
 OV0134                          STATION RECOVERY (1944)
 OV0134
 OV0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 OV0134'RECOVERED IN GOOD CONDITION.
 OV0134
 OV0134                          STATION RECOVERY (1982)
 OV0134
 OV0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OV0134'THERE IS NO LONGER A SIGNAL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0157 ***********************************************************************
 PX0157  DESIGNATION -  L 26
 PX0157  PID         -  PX0157
 PX0157  STATE/COUNTY-  WY/PARK
 PX0157  USGS QUAD   -  CODY (1987)
 PX0157
 PX0157                         *CURRENT SURVEY CONTROL
 PX0157  ___________________________________________________________________
 PX0157* NAD 83(1993)-  44 30 52.82191(N)    109 05 59.40934(W)     ADJUSTED  
 PX0157* NAVD 88     -      1542.904  (meters)    5062.01   (feet)  ADJUSTED  
 PX0157  ___________________________________________________________________
 PX0157  X           -  -1,491,007.510 (meters)                     COMP
 PX0157  Y           -  -4,305,812.663 (meters)                     COMP
 PX0157  Z           -   4,450,124.683 (meters)                     COMP
 PX0157  LAPLACE CORR-         -19.76  (seconds)                    DEFLEC99
 PX0157  ELLIP HEIGHT-        1531.48  (meters)          (02/28/01) GPS OBS
 PX0157  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 PX0157  DYNAMIC HT  -        1542.136 (meters)    5059.49  (feet)  COMP
 PX0157  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 PX0157
 PX0157  HORZ ORDER  -  A
 PX0157  VERT ORDER  -  SECOND    CLASS 0
 PX0157  ELLP ORDER  -  SECOND    CLASS I
 PX0157
 PX0157.The horizontal coordinates were established by GPS observations
 PX0157.and adjusted by the National Geodetic Survey in February 2001..
 PX0157
 PX0157.The orthometric height was determined by differential leveling
 PX0157.and adjusted by the National Geodetic Survey in June 1991..
 PX0157
 PX0157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PX0157
 PX0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0157
 PX0157.The ellipsoidal height was determined by GPS observations
 PX0157.and is referenced to NAD 83.
 PX0157
 PX0157.The geoid height was determined by GEOID03.
 PX0157
 PX0157.The dynamic height is computed by dividing the NAVD 88
 PX0157.geopotential number by the normal gravity value computed on the
 PX0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0157.degrees latitude (g = 980.6199 gals.).
 PX0157
 PX0157.The modeled gravity was interpolated from observed gravity values.
 PX0157
 PX0157;                    North         East     Units Scale Factor Converg.
 PX0157;SPC WYWC     -   445,994.307   572,186.416   MT  0.99994701   -0 14 43.0
 PX0157;UTM  12      - 4,930,795.028   651,021.391   MT  0.99988048   +1 19 56.8
 PX0157
 PX0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0157!SPC WYWC     -   0.99975993  x   0.99994701  =   0.99970695
 PX0157!UTM  12      -   0.99975993  x   0.99988048  =   0.99964044
 PX0157
 PX0157                          SUPERSEDED SURVEY CONTROL
 PX0157
 PX0157  NAVD 88 (02/28/01) 1542.90   (m)         5062.0    (f) LEVELING    3  
 PX0157  NGVD 29 (??/??/92) 1541.833  (m)         5058.50   (f) ADJ UNCH    2 0
 PX0157
 PX0157.Superseded values are not recommended for survey control.
 PX0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0157.See file dsdata.txt to determine how the superseded data were derived.
 PX0157
 PX0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5102130795(NAD 83)
 PX0157_MARKER: DB = BENCH MARK DISK
 PX0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0157_STAMPING: L 26 1934
 PX0157_MARK LOGO: CGS   
 PX0157_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0157+STABILITY: SURFACE MOTION
 PX0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0157+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2001
 PX0157
 PX0157  HISTORY     - Date     Condition        Report By
 PX0157  HISTORY     - 19340101 MONUMENTED       CGS
 PX0157  HISTORY     - 1983     GOOD             USGS
 PX0157  HISTORY     - 19990825 GOOD             LOCSUR
 PX0157  HISTORY     - 20000712 GOOD             CGS
 PX0157  HISTORY     - 20010704 GOOD             NGS
 PX0157
 PX0157                          STATION DESCRIPTION
 PX0157
 PX0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0157'2.3 MI W FROM CODY.
 PX0157'2.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM CODY, PARK COUNTY, AND 54
 PX0157'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 PX0157'STAMPED 5058.064 L 26 1933 AND SET IN THE TOP OF A CONCRETE POST
 PX0157'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 PX0157
 PX0157                          STATION RECOVERY (1983)
 PX0157
 PX0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0157'CODY, PARK COUNTY WYOMING, FROM THE INTERSECTION OF U.S. 14-20 AND
 PX0157'U.S. 14 A, 2.7 MILES WEST, 41 FEET NORTH OF THE CENTERLINE OF THE
 PX0157'HIGHWAY, 28 FEET SOUTHEAST OF A CONCRETE HIGHWAY R.O.W. MARKER. A
 PX0157'STANDARD TABLET SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FEET AND
 PX0157'STAMPED '5058.064 L-26 1933'.
 PX0157
 PX0157                          STATION RECOVERY (1999)
 PX0157
 PX0157'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (KDJ)
 PX0157'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION IS AS FOLLOWS.  THE
 PX0157'STATION IS LOCATED IN THE CITY OF CODY ABOUT 900 FT (274.3 M) WESTERLY
 PX0157'OF A GAME CHECK STATION AT THE INTERSECTION OF WY HWY 14, 16 QND 20
 PX0157'(WEST YELLOWSTONE AVENUE) AND WY HWY 291 (SOUTH FORK HIGHWAY) DIRECTLY
 PX0157'SOUTH OF THE FIREWORKS FACTORY OUTLET AND JUST EAST OF BUILDINGS WEST
 PX0157'APPROACH.  OWNERSHIP--WYDOT DEEDED HIGHWAY RIGHT-OF-WAY,
 PX0157'CONTACT--RESIDENT ENGINEER, WYDOT CODY FIELD OFFICE (307) 587-2222.
 PX0157'TO REACH THE STATION FROM THE INTERSECTION OF WY HIGHWAY 14, 16 AND 20
 PX0157'AND WY HWY 291 IN CODY, GO WESTERLY FOR 0.2 MI (0.3 KM) TO THE WEST
 PX0157'ACCESS FOR A COMMERCIAL BUILDING CURRENTLY USED AS A FIREWORKS RETAIL
 PX0157'SALES STORE.  THE MARK IS WITHIN THE HIGHWAY RIGHT-OF-WAY.  THE
 PX0157'STATION MARK IS A BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE
 PX0157'CONCRETE POST RECESSED 7 INCHES BELOW GROUND SURFACE. IT IS, 11.0 FT
 PX0157'(3.4 M) NORTH FROM THE EDGE OF THE PAVEMENT, 6 FT (1.8 M) SOUTH OF A
 PX0157'CONCRETE SIDEWALK AT THE EAST EDGE OF THE BUILDING ACCESS AND 1.25 FT
 PX0157'(0.38 M) SOUTHEAST OF A BENT STEEL T-POST. DESCRIBED BY KEVIN D.
 PX0157'JONES.
 PX0157
 PX0157                          STATION RECOVERY (2000)
 PX0157
 PX0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0157'MARK FOUND IN GOOD CONDITION.  IT IS LOCATED E OF THE W ENTRANCE TO
 PX0157'FIREWORKS FACTORY OUTLET, AND ACROSS THE HIGHWAY FROM RUSHMORE FACTORY
 PX0157'HOMES, IT IS ABOUT 7 M (23.0 FT) E OF THE CENTERLINE OF THE W
 PX0157'ENTRANCE, 3.6 M (11.8 FT) N OF THE N EDGE OF THE HWY, 2.1 M (6.9 FT) S
 PX0157'OF THE S EDGE OF THE SIDEWALK, AND RECESSED ABOUT 4 CM.
 PX0157
 PX0157                          STATION RECOVERY (2001)
 PX0157
 PX0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 PX0157'RECOVERED AS DESCRIBED.
 PX0157'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0009 ***********************************************************************
 NS0009  DESIGNATION -  L 28
 NS0009  PID         -  NS0009
 NS0009  STATE/COUNTY-  WY/FREMONT
 NS0009  USGS QUAD   -  MYERS RANCH (1951)
 NS0009
 NS0009                         *CURRENT SURVEY CONTROL
 NS0009  ___________________________________________________________________
 NS0009* NAD 83(1986)-  42 33 30.     (N)    108 06 50.     (W)     SCALED    
 NS0009* NAVD 88     -      1994.084  (meters)    6542.26   (feet)  ADJUSTED  
 NS0009  ___________________________________________________________________
 NS0009  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 NS0009  DYNAMIC HT  -        1992.612 (meters)    6537.43  (feet)  COMP
 NS0009  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 NS0009
 NS0009  VERT ORDER  -  SECOND    CLASS 0
 NS0009
 NS0009.The horizontal coordinates were scaled from a topographic map and have
 NS0009.an estimated accuracy of +/- 6 seconds.
 NS0009
 NS0009.The orthometric height was determined by differential leveling
 NS0009.and adjusted by the National Geodetic Survey in June 1991..
 NS0009
 NS0009.The geoid height was determined by GEOID03.
 NS0009
 NS0009.The dynamic height is computed by dividing the NAVD 88
 NS0009.geopotential number by the normal gravity value computed on the
 NS0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0009.degrees latitude (g = 980.6199 gals.).
 NS0009
 NS0009.The modeled gravity was interpolated from observed gravity values.
 NS0009
 NS0009;                    North         East    Units  Estimated Accuracy
 NS0009;SPC WYWC     -   228,790.      652,240.      MT  (+/- 180 meters Scaled)
 NS0009
 NS0009                          SUPERSEDED SURVEY CONTROL
 NS0009
 NS0009  NGVD 29 (??/??/92) 1992.990  (m)         6538.67   (f) ADJ UNCH    2 0
 NS0009
 NS0009.Superseded values are not recommended for survey control.
 NS0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0009.See file dsdata.txt to determine how the superseded data were derived.
 NS0009
 NS0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN369158(NAD 83)
 NS0009_MARKER: DB = BENCH MARK DISK
 NS0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0009_STAMPING: L 28 1934
 NS0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0009+STABILITY: SURFACE MOTION
 NS0009
 NS0009  HISTORY     - Date     Condition        Report By
 NS0009  HISTORY     - 1934     MONUMENTED       CGS
 NS0009
 NS0009                          STATION DESCRIPTION
 NS0009
 NS0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0009'4.0 MI E FROM HUDSON.
 NS0009'4.0 MI EAST ALONG U.S. HIGHWAY 287 FROM SWEETWATER STATION,
 NS0009'FREMONT COUNTY,3.6 MILES EAST OF THE BRIDGE OVER SWEETWATER RIVER, AT
 NS0009'AN L ANGLE IN THE FENCE ON THE NORTH SIDE OF THE HIGHWAY, 56 FEET
 NS0009'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 3.0 FEET EAST OF THE
 NS0009'FENCE CORNER POST.  A STANDARD DISK, STAMPED L 28 1934 AND SET IN THE
 NS0009'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0139 ***********************************************************************
 MQ0139  DESIGNATION -  L 3
 MQ0139  PID         -  MQ0139
 MQ0139  STATE/COUNTY-  WY/SWEETWATER
 MQ0139  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0139
 MQ0139                         *CURRENT SURVEY CONTROL
 MQ0139  ___________________________________________________________________
 MQ0139* NAD 83(1986)-  41 35 13.     (N)    109 13 12.     (W)     SCALED    
 MQ0139* NAVD 88     -      1910.980  (meters)    6269.61   (feet)  ADJUSTED  
 MQ0139  ___________________________________________________________________
 MQ0139  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 MQ0139  DYNAMIC HT  -        1909.396 (meters)    6264.41  (feet)  COMP
 MQ0139  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 MQ0139
 MQ0139  VERT ORDER  -  FIRST     CLASS II
 MQ0139
 MQ0139.The horizontal coordinates were scaled from a topographic map and have
 MQ0139.an estimated accuracy of +/- 6 seconds.
 MQ0139
 MQ0139.The orthometric height was determined by differential leveling
 MQ0139.and adjusted by the National Geodetic Survey in June 1991..
 MQ0139
 MQ0139.The geoid height was determined by GEOID03.
 MQ0139
 MQ0139.The dynamic height is computed by dividing the NAVD 88
 MQ0139.geopotential number by the normal gravity value computed on the
 MQ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0139.degrees latitude (g = 980.6199 gals.).
 MQ0139
 MQ0139.The modeled gravity was interpolated from observed gravity values.
 MQ0139
 MQ0139;                    North         East    Units  Estimated Accuracy
 MQ0139;SPC WYWC     -   120,810.      560,810.      MT  (+/- 180 meters Scaled)
 MQ0139
 MQ0139                          SUPERSEDED SURVEY CONTROL
 MQ0139
 MQ0139  NGVD 29 (??/??/92) 1909.716  (m)         6265.46   (f) ADJ UNCH    1 2
 MQ0139
 MQ0139.Superseded values are not recommended for survey control.
 MQ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0139.See file dsdata.txt to determine how the superseded data were derived.
 MQ0139
 MQ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM483054(NAD 83)
 MQ0139_MARKER: Z = SEE DESCRIPTION
 MQ0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0139_SP_SET: PLATFORM
 MQ0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0139
 MQ0139  HISTORY     - Date     Condition        Report By
 MQ0139  HISTORY     - UNK      MONUMENTED       CGS
 MQ0139  HISTORY     - 1958     GOOD             NGS
 MQ0139  HISTORY     - 1962     GOOD             NGS
 MQ0139  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0139
 MQ0139                          STATION DESCRIPTION
 MQ0139
 MQ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0139'IN ROCK SPRINGS.
 MQ0139'AT ROCK SPRINGS, AT THE UNION PACIFIC RAILROAD STATION, 3 1/2 FEET
 MQ0139'WEST OF THE WEST EDGE OF THE NORTH ENTRANCE TO THE WAITING ROOM, 2
 MQ0139'FEET ABOVE THE BRICK PLATFORM, THE BOTTOM OF A CHISELED SQUARE HOLE IN
 MQ0139'THE NORTH EDGE OF THE THIRD TIER OF STONE ABOVE THE BRICK PLATFORM.
 MQ0139
 MQ0139                          STATION RECOVERY (1962)
 MQ0139
 MQ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MQ0139'RECOVERED IN GOOD CONDITION.
 MQ0139
 MQ0139                          STATION RECOVERY (1983)
 MQ0139
 MQ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0165 ***********************************************************************
 NR0165  DESIGNATION -  L 30
 NR0165  PID         -  NR0165
 NR0165  STATE/COUNTY-  WY/CARBON
 NR0165  USGS QUAD   -  SEPARATION RIM (1981)
 NR0165
 NR0165                         *CURRENT SURVEY CONTROL
 NR0165  ___________________________________________________________________
 NR0165* NAD 83(1986)-  42 01 57.     (N)    107 22 44.     (W)     SCALED    
 NR0165* NAVD 88     -      1985.256  (meters)    6513.29   (feet)  ADJUSTED  
 NR0165  ___________________________________________________________________
 NR0165  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 NR0165  DYNAMIC HT  -        1983.628 (meters)    6507.95  (feet)  COMP
 NR0165  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 NR0165
 NR0165  VERT ORDER  -  FIRST     CLASS II
 NR0165
 NR0165.The horizontal coordinates were scaled from a topographic map and have
 NR0165.an estimated accuracy of +/- 6 seconds.
 NR0165
 NR0165.The orthometric height was determined by differential leveling
 NR0165.and adjusted by the National Geodetic Survey in June 1991..
 NR0165
 NR0165.The geoid height was determined by GEOID03.
 NR0165
 NR0165.The dynamic height is computed by dividing the NAVD 88
 NR0165.geopotential number by the normal gravity value computed on the
 NR0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0165.degrees latitude (g = 980.6199 gals.).
 NR0165
 NR0165.The modeled gravity was interpolated from observed gravity values.
 NR0165
 NR0165;                    North         East    Units  Estimated Accuracy
 NR0165;SPC WYEC     -   270,190.      396,230.      MT  (+/- 180 meters Scaled)
 NR0165
 NR0165                          SUPERSEDED SURVEY CONTROL
 NR0165
 NR0165  NGVD 29 (06/08/92) 1984.126  (m)         6509.59   (f) ADJUSTED    1 2
 NR0165
 NR0165.Superseded values are not recommended for survey control.
 NR0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0165.See file dsdata.txt to determine how the superseded data were derived.
 NR0165
 NR0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG030561(NAD 83)
 NR0165_MARKER: DB = BENCH MARK DISK
 NR0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0165_STAMPING: L 30 1933
 NR0165_MARK LOGO: CGS   
 NR0165_PROJECTION: PROJECTING 30 CENTIMETERS
 NR0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0165+STABILITY: SURFACE MOTION
 NR0165
 NR0165  HISTORY     - Date     Condition        Report By
 NR0165  HISTORY     - 1933     MONUMENTED       CGS
 NR0165  HISTORY     - 1945     GOOD             NGS
 NR0165  HISTORY     - 1982     GOOD             NGS
 NR0165
 NR0165                          STATION DESCRIPTION
 NR0165
 NR0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0165'20.4 MI N FROM RAWLINS.
 NR0165'20.4 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 NR0165'RAWLINS, CARBON COUNTY, 116 FEET NORTH OF THE STONE HEAD WALL OF A
 NR0165'DOUBLE 36-INCH CORRUGATED-IRON PIPE CULVERT, AND 54 FEET EAST OF THE
 NR0165'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 30 1933 AND
 NR0165'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0165
 NR0165                          STATION RECOVERY (1945)
 NR0165
 NR0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 NR0165'RECOVERED IN GOOD CONDITION.
 NR0165
 NR0165                          STATION RECOVERY (1982)
 NR0165
 NR0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0165'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  31.0 KM (19.25
 NR0165'MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S.
 NR0165'HIGHWAY 30 IN RAWLINS, 104.2 METERS (341.9 FT) WEST OF THE CENTERLINE
 NR0165'OF THE HIGHWAY, 51.8 METERS (169.9 FT) WEST OF A FENCE, 35.4 METERS
 NR0165'(116.1 FT) NORTH OF A CONCRETE PINE CULVERT AND 16.9 METERS (55.4 FT)
 NR0165'EAST OF THE CENTER OF A DIRT ROAD (OLD HIGHWAY).
 NR0165'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 NR0165'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0160 ***********************************************************************
 NR0160  DESIGNATION -  L 31
 NR0160  PID         -  NR0160
 NR0160  STATE/COUNTY-  WY/NATRONA
 NR0160  USGS QUAD   -  SANFORD RANCH (1984)
 NR0160
 NR0160                         *CURRENT SURVEY CONTROL
 NR0160  ___________________________________________________________________
 NR0160* NAD 83(1986)-  42 31 45.     (N)    107 06 06.     (W)     SCALED    
 NR0160* NAVD 88     -      1817.682  (meters)    5963.51   (feet)  ADJUSTED  
 NR0160  ___________________________________________________________________
 NR0160  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 NR0160  DYNAMIC HT  -        1816.456 (meters)    5959.49  (feet)  COMP
 NR0160  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 NR0160
 NR0160  VERT ORDER  -  FIRST     CLASS II
 NR0160
 NR0160.The horizontal coordinates were scaled from a topographic map and have
 NR0160.an estimated accuracy of +/- 6 seconds.
 NR0160
 NR0160.The orthometric height was determined by differential leveling
 NR0160.and adjusted by the National Geodetic Survey in June 1991..
 NR0160
 NR0160.The geoid height was determined by GEOID03.
 NR0160
 NR0160.The dynamic height is computed by dividing the NAVD 88
 NR0160.geopotential number by the normal gravity value computed on the
 NR0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0160.degrees latitude (g = 980.6199 gals.).
 NR0160
 NR0160.The modeled gravity was interpolated from observed gravity values.
 NR0160
 NR0160;                    North         East    Units  Estimated Accuracy
 NR0160;SPC WYEC     -   325,380.      419,030.      MT  (+/- 180 meters Scaled)
 NR0160
 NR0160                          SUPERSEDED SURVEY CONTROL
 NR0160
 NR0160  NGVD 29 (??/??/92) 1816.758  (m)         5960.48   (f) ADJ UNCH    1 2
 NR0160
 NR0160.Superseded values are not recommended for survey control.
 NR0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0160.See file dsdata.txt to determine how the superseded data were derived.
 NR0160
 NR0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH273106(NAD 83)
 NR0160_MARKER: DB = BENCH MARK DISK
 NR0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0160_STAMPING: L 31 1933
 NR0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0160+STABILITY: SURFACE MOTION
 NR0160
 NR0160  HISTORY     - Date     Condition        Report By
 NR0160  HISTORY     - 1933     MONUMENTED       CGS
 NR0160  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0160
 NR0160                          STATION DESCRIPTION
 NR0160
 NR0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0160'22.5 MI NE FROM THREE FORKS.
 NR0160'IN NATRONA COUNTY, 22.5 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM
 NR0160'THREE FORKS, CARBON COUNTY, 0.2 MILE NORTH OF THE WOODEN BRIDGE OVER
 NR0160'DRY CREEK, AT A CURVE AT THE TOP OF A HILL, AND 55.6 FEET EAST OF THE
 NR0160'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 31 1933 AND
 NR0160'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NR0160
 NR0160                          STATION RECOVERY (1982)
 NR0160
 NR0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0229 ***********************************************************************
 MO0229  DESIGNATION -  L 311
 MO0229  PID         -  MO0229
 MO0229  STATE/COUNTY-  WY/LARAMIE
 MO0229  USGS QUAD   -  BORIE (1994)
 MO0229
 MO0229                         *CURRENT SURVEY CONTROL
 MO0229  ___________________________________________________________________
 MO0229* NAD 83(1986)-  41 05 52.     (N)    104 53 47.     (W)     SCALED    
 MO0229* NAVD 88     -      1911.782  (meters)    6272.24   (feet)  ADJUSTED  
 MO0229  ___________________________________________________________________
 MO0229  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 MO0229  DYNAMIC HT  -        1910.096 (meters)    6266.71  (feet)  COMP
 MO0229  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 MO0229
 MO0229  VERT ORDER  -  FIRST     CLASS II
 MO0229
 MO0229.The horizontal coordinates were scaled from a topographic map and have
 MO0229.an estimated accuracy of +/- 6 seconds.
 MO0229
 MO0229.The orthometric height was determined by differential leveling
 MO0229.and adjusted by the National Geodetic Survey in June 1991..
 MO0229
 MO0229.The geoid height was determined by GEOID03.
 MO0229
 MO0229.The dynamic height is computed by dividing the NAVD 88
 MO0229.geopotential number by the normal gravity value computed on the
 MO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0229.degrees latitude (g = 980.6199 gals.).
 MO0229
 MO0229.The modeled gravity was interpolated from observed gravity values.
 MO0229
 MO0229;                    North         East    Units  Estimated Accuracy
 MO0229;SPC WY E     -    66,410.      222,710.      MT  (+/- 180 meters Scaled)
 MO0229
 MO0229                          SUPERSEDED SURVEY CONTROL
 MO0229
 MO0229  NGVD 29 (06/08/92) 1910.748  (m)         6268.85   (f) ADJUSTED    1 2
 MO0229
 MO0229.Superseded values are not recommended for survey control.
 MO0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0229.See file dsdata.txt to determine how the superseded data were derived.
 MO0229
 MO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF087496(NAD 83)
 MO0229_MARKER: DB = BENCH MARK DISK
 MO0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0229_STAMPING: L 311 1939
 MO0229_MARK LOGO: CGS   
 MO0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0229+STABILITY: SURFACE MOTION
 MO0229
 MO0229  HISTORY     - Date     Condition        Report By
 MO0229  HISTORY     - 1939     MONUMENTED       CGS
 MO0229  HISTORY     - 1956     GOOD             NGS
 MO0229  HISTORY     - 1983     GOOD             NGS
 MO0229
 MO0229                          STATION DESCRIPTION
 MO0229
 MO0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0229'4.9 MI SW FROM CHEYENNE.
 MO0229'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0229'STATION AT CHEYENNE, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 MO0229'ROAD, THENCE 0.8 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD,
 MO0229'467 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 119 FEET
 MO0229'EAST OF THE CENTER LINE OF AN OLD RAILROAD GRADE, 32 FEET
 MO0229'WEST OF A FENCE, 31 FEET EAST OF THE CENTER LINE OF A DIRT ROAD,
 MO0229'8.3 FEET SOUTH OF A TELEPHONE POLE, 0.8 FOOT WEST OF A WITNESS
 MO0229'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 MO0229'FOOT ABOVE THE GROUND, IN SECTION 16, TOWNSHIP 13 NORTH, RANGE
 MO0229'67 WEST.
 MO0229
 MO0229                          STATION RECOVERY (1983)
 MO0229
 MO0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0148 ***********************************************************************
 OX0148  DESIGNATION -  L 313
 OX0148  PID         -  OX0148
 OX0148  STATE/COUNTY-  WY/LINCOLN
 OX0148  USGS QUAD   -  PINE CREEK (1996)
 OX0148
 OX0148                         *CURRENT SURVEY CONTROL
 OX0148  ___________________________________________________________________
 OX0148* NAD 83(1986)-  43 08 47.     (N)    110 52 25.     (W)     SCALED    
 OX0148* NAVD 88     -      1823.578  (meters)    5982.86   (feet)  ADJUSTED  
 OX0148  ___________________________________________________________________
 OX0148  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 OX0148  DYNAMIC HT  -        1822.329 (meters)    5978.76  (feet)  COMP
 OX0148  MODELED GRAV-     979,871.2   (mgal)                       NAVD 88
 OX0148
 OX0148  VERT ORDER  -  SECOND    CLASS 0
 OX0148
 OX0148.The horizontal coordinates were scaled from a topographic map and have
 OX0148.an estimated accuracy of +/- 6 seconds.
 OX0148
 OX0148.The orthometric height was determined by differential leveling
 OX0148.and adjusted by the National Geodetic Survey in June 1991..
 OX0148
 OX0148.The geoid height was determined by GEOID03.
 OX0148
 OX0148.The dynamic height is computed by dividing the NAVD 88
 OX0148.geopotential number by the normal gravity value computed on the
 OX0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0148.degrees latitude (g = 980.6199 gals.).
 OX0148
 OX0148.The modeled gravity was interpolated from observed gravity values.
 OX0148
 OX0148;                    North         East    Units  Estimated Accuracy
 OX0148;SPC WY W     -   394,220.      735,720.      MT  (+/- 180 meters Scaled)
 OX0148
 OX0148                          SUPERSEDED SURVEY CONTROL
 OX0148
 OX0148  NGVD 29 (??/??/92) 1822.302  (m)         5978.67   (f) ADJ UNCH    2 0
 OX0148
 OX0148.Superseded values are not recommended for survey control.
 OX0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0148.See file dsdata.txt to determine how the superseded data were derived.
 OX0148
 OX0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN102770(NAD 83)
 OX0148_MARKER: DB = BENCH MARK DISK
 OX0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0148_STAMPING: L 313 1946
 OX0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0148+STABILITY: SURFACE MOTION
 OX0148
 OX0148  HISTORY     - Date     Condition        Report By
 OX0148  HISTORY     - 1946     MONUMENTED       CGS
 OX0148  HISTORY     - 1965     GOOD             NGS
 OX0148
 OX0148                          STATION DESCRIPTION
 OX0148
 OX0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0148'11.6 MI SE FROM ALPINE.
 OX0148'2.9 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0148'THENCE 8.7 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 130 FEET NORTHEAST
 OX0148'OF THE INTERSECTION OF THE GREYS RIVER ROAD WITH THE LITTLE GREYS
 OX0148'RIVER ROAD, 89.1 FEET NORTHEAST OF THE EAST CORNER OF A WOODEN BRIDGE
 OX0148'ACROSS LITTLE GREYS RIVER, 54 FEET NORTH OF THE CENTER LINE OF THE
 OX0148'ROAD, 20 FEET SOUTH OF AN OLD FOUNDATION, 22 FEET SOUTH OF THE
 OX0148'SOUTHEAST CORNER OF THE FOUNDATION, 3 FT. SOUTHEAST OF A LARGE LONE
 OX0148'SPRUCE TREE SET IN THE TOP OF A CONCRETE POST 2 FT. UNDER GROUND.
 OX0148
 OX0148                          STATION RECOVERY (1965)
 OX0148
 OX0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0089 ***********************************************************************
 NT0089  DESIGNATION -  L 314
 NT0089  PID         -  NT0089
 NT0089  STATE/COUNTY-  WY/LINCOLN
 NT0089  USGS QUAD   -  PARK CREEK (1980)
 NT0089
 NT0089                         *CURRENT SURVEY CONTROL
 NT0089  ___________________________________________________________________
 NT0089* NAD 83(1986)-  42 50 18.     (N)    110 41 32.     (W)     SCALED    
 NT0089* NAVD 88     -      2105.779  (meters)    6908.71   (feet)  ADJUSTED  
 NT0089  ___________________________________________________________________
 NT0089  GEOID HEIGHT-         -10.37  (meters)                     GEOID03
 NT0089  DYNAMIC HT  -        2104.193 (meters)    6903.51  (feet)  COMP
 NT0089  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 NT0089
 NT0089  VERT ORDER  -  SECOND    CLASS 0
 NT0089
 NT0089.The horizontal coordinates were scaled from a topographic map and have
 NT0089.an estimated accuracy of +/- 6 seconds.
 NT0089
 NT0089.The orthometric height was determined by differential leveling
 NT0089.and adjusted by the National Geodetic Survey in June 1991..
 NT0089
 NT0089.The geoid height was determined by GEOID03.
 NT0089
 NT0089.The dynamic height is computed by dividing the NAVD 88
 NT0089.geopotential number by the normal gravity value computed on the
 NT0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0089.degrees latitude (g = 980.6199 gals.).
 NT0089
 NT0089.The modeled gravity was interpolated from observed gravity values.
 NT0089
 NT0089;                    North         East    Units  Estimated Accuracy
 NT0089;SPC WY W     -   359,880.      750,220.      MT  (+/- 180 meters Scaled)
 NT0089
 NT0089                          SUPERSEDED SURVEY CONTROL
 NT0089
 NT0089  NGVD 29 (??/??/92) 2104.432  (m)         6904.29   (f) ADJ UNCH    2 0
 NT0089
 NT0089.Superseded values are not recommended for survey control.
 NT0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0089.See file dsdata.txt to determine how the superseded data were derived.
 NT0089
 NT0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN251429(NAD 83)
 NT0089_MARKER: DB = BENCH MARK DISK
 NT0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0089_STAMPING: L 314 1946
 NT0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0089+STABILITY: SURFACE MOTION
 NT0089
 NT0089  HISTORY     - Date     Condition        Report By
 NT0089  HISTORY     - 1946     MONUMENTED       CGS
 NT0089  HISTORY     - 1972     MARK NOT FOUND   NGS
 NT0089
 NT0089                          STATION DESCRIPTION
 NT0089
 NT0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0089'36.8 MI SE FROM ALPINE.
 NT0089'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0089'THENCE ABOUT 35.2 MILES SOUTHEAST ALONG GREYS RIVER ROAD, IN A LARGE
 NT0089'OPEN SAGEBRUSH FLAT, 190 FEET NORTH OF A LOG FENCE AROUND FOREST PARK
 NT0089'CAMP GROUND, 75 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET
 NT0089'ABOVE THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE
 NT0089'TOP OF A CONCRETE POST.
 NT0089
 NT0089                          STATION RECOVERY (1972)
 NT0089
 NT0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0148 ***********************************************************************
 NT0148  DESIGNATION -  L 316
 NT0148  PID         -  NT0148
 NT0148  STATE/COUNTY-  WY/LINCOLN
 NT0148  USGS QUAD   -  SMOOT (1980)
 NT0148
 NT0148                         *CURRENT SURVEY CONTROL
 NT0148  ___________________________________________________________________
 NT0148* NAD 83(1986)-  42 32 52.     (N)    110 53 38.     (W)     SCALED    
 NT0148* NAVD 88     -      2105.656  (meters)    6908.31   (feet)  ADJUSTED  
 NT0148  ___________________________________________________________________
 NT0148  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 NT0148  DYNAMIC HT  -        2104.017 (meters)    6902.93  (feet)  COMP
 NT0148  MODELED GRAV-     979,767.2   (mgal)                       NAVD 88
 NT0148
 NT0148  VERT ORDER  -  SECOND    CLASS 0
 NT0148
 NT0148.The horizontal coordinates were scaled from a topographic map and have
 NT0148.an estimated accuracy of +/- 6 seconds.
 NT0148
 NT0148.The orthometric height was determined by differential leveling
 NT0148.and adjusted by the National Geodetic Survey in June 1991..
 NT0148
 NT0148.The geoid height was determined by GEOID03.
 NT0148
 NT0148.The dynamic height is computed by dividing the NAVD 88
 NT0148.geopotential number by the normal gravity value computed on the
 NT0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0148.degrees latitude (g = 980.6199 gals.).
 NT0148
 NT0148.The modeled gravity was interpolated from observed gravity values.
 NT0148
 NT0148;                    North         East    Units  Estimated Accuracy
 NT0148;SPC WY W     -   327,740.      733,430.      MT  (+/- 180 meters Scaled)
 NT0148
 NT0148                          SUPERSEDED SURVEY CONTROL
 NT0148
 NT0148  NGVD 29 (??/??/92) 2104.289  (m)         6903.82   (f) ADJ UNCH    2 0
 NT0148
 NT0148.Superseded values are not recommended for survey control.
 NT0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0148.See file dsdata.txt to determine how the superseded data were derived.
 NT0148
 NT0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN087106(NAD 83)
 NT0148_MARKER: P = PIPE CAP
 NT0148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0148_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0148_STAMPING: L 316 1946
 NT0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0148
 NT0148  HISTORY     - Date     Condition        Report By
 NT0148  HISTORY     - 1946     MONUMENTED       BPR
 NT0148  HISTORY     - 1946     GOOD             NGS
 NT0148
 NT0148                          STATION DESCRIPTION
 NT0148
 NT0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NT0148'5.6 MI S FROM SMOOT.
 NT0148'5.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0148'LINCOLN COUNTY, 62 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3
 NT0148'FEET WEST OF A WHITE WOODEN WITNESS POST, IN THE RIGHT-OF-WAY FENCE
 NT0148'LINE, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES BUREAU
 NT0148'OF PUBLIC ROADS STANDARD CAP, STAMPED L 316 1946 AND RIVETED ON THE
 NT0148'TOP OF A 1-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0581 ***********************************************************************
 MO0581  DESIGNATION -  L 317
 MO0581  PID         -  MO0581
 MO0581  STATE/COUNTY-  WY/ALBANY
 MO0581  USGS QUAD   -  LARAMIE (1978)
 MO0581
 MO0581                         *CURRENT SURVEY CONTROL
 MO0581  ___________________________________________________________________
 MO0581* NAD 83(1986)-  41 15 36.     (N)    105 35 19.     (W)     SCALED    
 MO0581* NAVD 88     -      2198.477  (meters)    7212.84   (feet)  ADJUSTED  
 MO0581  ___________________________________________________________________
 MO0581  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0581  DYNAMIC HT  -        2196.555 (meters)    7206.53  (feet)  COMP
 MO0581  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 MO0581
 MO0581  VERT ORDER  -  FIRST     CLASS II
 MO0581
 MO0581.The horizontal coordinates were scaled from a topographic map and have
 MO0581.an estimated accuracy of +/- 6 seconds.
 MO0581
 MO0581.The orthometric height was determined by differential leveling
 MO0581.and adjusted by the National Geodetic Survey in June 1991..
 MO0581
 MO0581.The geoid height was determined by GEOID03.
 MO0581
 MO0581.The dynamic height is computed by dividing the NAVD 88
 MO0581.geopotential number by the normal gravity value computed on the
 MO0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0581.degrees latitude (g = 980.6199 gals.).
 MO0581
 MO0581.The modeled gravity was interpolated from observed gravity values.
 MO0581
 MO0581;                    North         East    Units  Estimated Accuracy
 MO0581;SPC WY E     -    84,480.      164,640.      MT  (+/- 180 meters Scaled)
 MO0581
 MO0581                          SUPERSEDED SURVEY CONTROL
 MO0581
 MO0581  NGVD 29 (??/??/92) 2197.414  (m)         7209.35   (f) ADJ UNCH    1 2
 MO0581
 MO0581.Superseded values are not recommended for survey control.
 MO0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0581.See file dsdata.txt to determine how the superseded data were derived.
 MO0581
 MO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF506677(NAD 83)
 MO0581_MARKER: DB = BENCH MARK DISK
 MO0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0581_STAMPING: L 317 1947
 MO0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0581+STABILITY: SURFACE MOTION
 MO0581
 MO0581  HISTORY     - Date     Condition        Report By
 MO0581  HISTORY     - 1947     MONUMENTED       CGS
 MO0581  HISTORY     - 1956     GOOD             NGS
 MO0581  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0581  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 MO0581
 MO0581                          STATION DESCRIPTION
 MO0581
 MO0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0581'3.8 MI S FROM LARAMIE.
 MO0581'3.1 MILES SOUTH ALONG THE WEST TRACK OF THE UNION PACIFIC
 MO0581'RAILROAD FROM THE STATION AT LARAMIE, THENCE 0.7 MILE EAST OF A
 MO0581'ROAD LEADING TO THE LARAMIE AIR PARK, 113.5 FEET SOUTHWEST OF THE
 MO0581'SOUTH CORNER OF A CONCRETE SLAB FROM WHICH AN OLD HANGAR HAS BEEN
 MO0581'REMOVED, 19.6 FEET WEST OF THE NORTHEAST CORNER OF A SMALL
 MO0581'CONCRETE BLOCK BUILDING, 2.9 FEET EAST OF THE NORTHWEST CORNER
 MO0581'OF THE BUILDING, 1.5 FEET NORTH OF THE NORTH FACE OF A BUILDING,
 MO0581'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 MO0581'THE GROUND, IN SECTION 21, TOWNSHIP 15 NORTH, RANGE 73 WEST.
 MO0581'NOTE-- THIS AIRPORT HAS BEEN ABANDONED.
 MO0581
 MO0581                          STATION RECOVERY (1983)
 MO0581
 MO0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0581'MARK NOT FOUND.
 MO0581
 MO0581                          STATION RECOVERY (1992)
 MO0581
 MO0581'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0235 ***********************************************************************
 MP0235  DESIGNATION -  L 319
 MP0235  PID         -  MP0235
 MP0235  STATE/COUNTY-  WY/CARBON
 MP0235  USGS QUAD   -  SINCLAIR (1981)
 MP0235
 MP0235                         *CURRENT SURVEY CONTROL
 MP0235  ___________________________________________________________________
 MP0235* NAD 83(1986)-  41 46 41.     (N)    107 05 16.     (W)     SCALED    
 MP0235* NAVD 88     -      2008.094  (meters)    6588.22   (feet)  ADJUSTED  
 MP0235  ___________________________________________________________________
 MP0235  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MP0235  DYNAMIC HT  -        2006.419 (meters)    6582.73  (feet)  COMP
 MP0235  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 MP0235
 MP0235  VERT ORDER  -  FIRST     CLASS II
 MP0235
 MP0235.The horizontal coordinates were scaled from a topographic map and have
 MP0235.an estimated accuracy of +/- 6 seconds.
 MP0235
 MP0235.The orthometric height was determined by differential leveling
 MP0235.and adjusted by the National Geodetic Survey in June 1991..
 MP0235
 MP0235.The geoid height was determined by GEOID03.
 MP0235
 MP0235.The dynamic height is computed by dividing the NAVD 88
 MP0235.geopotential number by the normal gravity value computed on the
 MP0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0235.degrees latitude (g = 980.6199 gals.).
 MP0235
 MP0235.The modeled gravity was interpolated from observed gravity values.
 MP0235
 MP0235;                    North         East    Units  Estimated Accuracy
 MP0235;SPC WYEC     -   241,960.      420,410.      MT  (+/- 180 meters Scaled)
 MP0235
 MP0235                          SUPERSEDED SURVEY CONTROL
 MP0235
 MP0235  NGVD 29 (06/08/92) 2006.966  (m)         6584.52   (f) ADJUSTED    1 2
 MP0235
 MP0235.Superseded values are not recommended for survey control.
 MP0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0235.See file dsdata.txt to determine how the superseded data were derived.
 MP0235
 MP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG264272(NAD 83)
 MP0235_MARKER: P = PIPE CAP
 MP0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0235_STAMPING: L 319 1947
 MP0235_MARK LOGO: USGS  
 MP0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0235
 MP0235  HISTORY     - Date     Condition        Report By
 MP0235  HISTORY     - 1947     MONUMENTED       USGS
 MP0235  HISTORY     - 1947     GOOD             NGS
 MP0235  HISTORY     - 1983     GOOD             NGS
 MP0235
 MP0235                          STATION DESCRIPTION
 MP0235
 MP0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0235'1.2 MI E FROM PARCO (SINCLAIR).
 MP0235'1.2 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0235'PARCO (SINCLAIR), APPROXIMATELY 97 YARDS SOUTHEAST OF THE SOUTHEAST
 MP0235'END OF THE OVERPASS OF U.S. HIGHWAY 30, 242.0 FEET SOUTH OF THE SOUTH
 MP0235'RAIL OF THE SOUTH TRACK, 119.7 FEET EAST OF THE CENTER LINE OF U.S.
 MP0235'HIGHWAY 30 AND 25 FEET LOWER, 20.5 FEET NORTH OF A REFERENCE POST, A
 MP0235'U.S.G.S. CAP RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE AND PROJECTS 1.4
 MP0235'FEET ABOVE THE GROUND.
 MP0235
 MP0235                          STATION RECOVERY (1983)
 MP0235
 MP0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0235'RECOVERED IN GOOD CONDITION EXCEPT ADD 0.1 KM (0.05 MI) SOUTHEAST OF
 MP0235'MILEPOST 675.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0029 ***********************************************************************
 NR0029  DESIGNATION -  L 32
 NR0029  PID         -  NR0029
 NR0029  STATE/COUNTY-  WY/NATRONA
 NR0029  USGS QUAD   -  CASPER (1984)
 NR0029
 NR0029                         *CURRENT SURVEY CONTROL
 NR0029  ___________________________________________________________________
 NR0029* NAD 83(1986)-  42 50 48.     (N)    106 19 31.     (W)     SCALED    
 NR0029* NAVD 88     -      1562.717  (meters)    5127.01   (feet)  ADJUSTED  
 NR0029  ___________________________________________________________________
 NR0029  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 NR0029  DYNAMIC HT  -        1561.748 (meters)    5123.83  (feet)  COMP
 NR0029  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 NR0029
 NR0029  VERT ORDER  -  FIRST     CLASS II
 NR0029
 NR0029.The horizontal coordinates were scaled from a topographic map and have
 NR0029.an estimated accuracy of +/- 6 seconds.
 NR0029
 NR0029.The orthometric height was determined by differential leveling
 NR0029.and adjusted by the National Geodetic Survey in June 1991..
 NR0029
 NR0029.The geoid height was determined by GEOID03.
 NR0029
 NR0029.The dynamic height is computed by dividing the NAVD 88
 NR0029.geopotential number by the normal gravity value computed on the
 NR0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0029.degrees latitude (g = 980.6199 gals.).
 NR0029
 NR0029.The modeled gravity was interpolated from observed gravity values.
 NR0029
 NR0029;                    North         East    Units  Estimated Accuracy
 NR0029;SPC WYEC     -   361,110.      482,400.      MT  (+/- 180 meters Scaled)
 NR0029
 NR0029                          SUPERSEDED SURVEY CONTROL
 NR0029
 NR0029  NGVD 29 (??/??/92) 1561.85   (m)         5124.2    (f) COMPUTED    1 2
 NR0029
 NR0029.Superseded values are not recommended for survey control.
 NR0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0029.See file dsdata.txt to determine how the superseded data were derived.
 NR0029
 NR0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH917446(NAD 83)
 NR0029_MARKER: DB = BENCH MARK DISK
 NR0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0029_STAMPING: L-32 -- 1933
 NR0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0029+STABILITY: SURFACE MOTION
 NR0029
 NR0029  HISTORY     - Date     Condition        Report By
 NR0029  HISTORY     - 1933     MONUMENTED       CGS
 NR0029
 NR0029                          STATION DESCRIPTION
 NR0029
 NR0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0029'IN CASPER.
 NR0029'LOCATED AT THE CROSSING OF THE NORTHWESTERN RAILWAY AND SOUTH CENTER
 NR0029'STREET, 158 FT. EAST OF THE NORTH EAST CORNER OF THE NORTHWESTERN
 NR0029'STATION.  42 FT. NORTH OF NORTH RAIL OF MAIN LINE OF NORTHWESTERN
 NR0029'TRACK.  42 FT. WEST OF CENTER OF SOUTH CENTER STREET.  A STANDARD
 NR0029'TABLET SET IN TOP OF CONCRETE POST 2 IN. HIGH, AT EDGE OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0030 ***********************************************************************
 NR0030  DESIGNATION -  L 32 RESET
 NR0030  PID         -  NR0030
 NR0030  STATE/COUNTY-  WY/NATRONA
 NR0030  USGS QUAD   -  CASPER (1984)
 NR0030
 NR0030                         *CURRENT SURVEY CONTROL
 NR0030  ___________________________________________________________________
 NR0030* NAD 83(1986)-  42 50 47.     (N)    106 19 29.     (W)     SCALED    
 NR0030* NAVD 88     -      1562.44   (meters)    5126.1    (feet)  RESET     
 NR0030  ___________________________________________________________________
 NR0030  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 NR0030
 NR0030  VERT ORDER  -  THIRD
 NR0030
 NR0030.The horizontal coordinates were scaled from a topographic map and have
 NR0030.an estimated accuracy of +/- 6 seconds.
 NR0030
 NR0030.The orthometric height was computed from unverified reset data.
 NR0030.No vertical observational check was made to the station.
 NR0030
 NR0030.The geoid height was determined by GEOID03.
 NR0030
 NR0030;                    North         East    Units  Estimated Accuracy
 NR0030;SPC WYEC     -   361,080.      482,440.      MT  (+/- 180 meters Scaled)
 NR0030
 NR0030                          SUPERSEDED SURVEY CONTROL
 NR0030
 NR0030  NGVD 29 (??/??/??) 1561.58   (m)         5123.3    (f) RESET       3  
 NR0030
 NR0030.Superseded values are not recommended for survey control.
 NR0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0030.See file dsdata.txt to determine how the superseded data were derived.
 NR0030
 NR0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH917446(NAD 83)
 NR0030_MARKER: DB = BENCH MARK DISK
 NR0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NR0030_SP_SET: CURB
 NR0030_STAMPING: L 32-1933 RESET 5123
 NR0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0030
 NR0030  HISTORY     - Date     Condition        Report By
 NR0030  HISTORY     - 1960     MONUMENTED       USGS
 NR0030  HISTORY     - 1960     GOOD             USGS
 NR0030  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0030
 NR0030                          STATION DESCRIPTION
 NR0030
 NR0030'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 NR0030'IN CASPER.
 NR0030'AT THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY AND SOUTH
 NR0030'CENTER ST. 29 FT. S. OF THE S. RAIL AND 39 FT. E. OF THE CENTERLINE OF
 NR0030'SO. CENTER ST.  AT THE N. END OF THE PARKWAY STRIP IN FRONT OF THE
 NR0030'DALLAS POWER AND LIGHT BLDG., 2 FT. N. OF THE NORTH STREET LIGHT IN
 NR0030'PARKWAY STRIP., SET FLUSH WITH TOP OF CONCRETE CURBING 0.5 FT. ABOVE
 NR0030'SIDEWALK.
 NR0030
 NR0030                          STATION RECOVERY (1982)
 NR0030
 NR0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0448 ***********************************************************************
 MO0448  DESIGNATION -  L 320
 MO0448  PID         -  MO0448
 MO0448  STATE/COUNTY-  WY/LARAMIE
 MO0448  USGS QUAD   -  EMKAY (1978)
 MO0448
 MO0448                         *CURRENT SURVEY CONTROL
 MO0448  ___________________________________________________________________
 MO0448* NAD 83(1986)-  41 05 26.     (N)    105 05 07.     (W)     SCALED    
 MO0448* NAVD 88     -      2133.482  (meters)    6999.60   (feet)  ADJUSTED  
 MO0448  ___________________________________________________________________
 MO0448  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MO0448  DYNAMIC HT  -        2131.565 (meters)    6993.31  (feet)  COMP
 MO0448  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 MO0448
 MO0448  VERT ORDER  -  FIRST     CLASS II
 MO0448
 MO0448.The horizontal coordinates were scaled from a topographic map and have
 MO0448.an estimated accuracy of +/- 6 seconds.
 MO0448
 MO0448.The orthometric height was determined by differential leveling
 MO0448.and adjusted by the National Geodetic Survey in June 1991..
 MO0448
 MO0448.The geoid height was determined by GEOID03.
 MO0448
 MO0448.The dynamic height is computed by dividing the NAVD 88
 MO0448.geopotential number by the normal gravity value computed on the
 MO0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0448.degrees latitude (g = 980.6199 gals.).
 MO0448
 MO0448.The modeled gravity was interpolated from observed gravity values.
 MO0448
 MO0448;                    North         East    Units  Estimated Accuracy
 MO0448;SPC WY E     -    65,580.      206,840.      MT  (+/- 180 meters Scaled)
 MO0448
 MO0448                          SUPERSEDED SURVEY CONTROL
 MO0448
 MO0448  NGVD 29 (06/08/92) 2132.399  (m)         6996.05   (f) ADJUSTED    1 2
 MO0448
 MO0448.Superseded values are not recommended for survey control.
 MO0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0448.See file dsdata.txt to determine how the superseded data were derived.
 MO0448
 MO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF928488(NAD 83)
 MO0448_MARKER: DB = BENCH MARK DISK
 MO0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0448_SP_SET: PIER
 MO0448_STAMPING: L 320 1947
 MO0448_MARK LOGO: CGS   
 MO0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0448
 MO0448  HISTORY     - Date     Condition        Report By
 MO0448  HISTORY     - 1947     MONUMENTED       CGS
 MO0448  HISTORY     - 1956     GOOD             NGS
 MO0448  HISTORY     - 1983     GOOD             NGS
 MO0448  HISTORY     - 1985     GOOD             DMA
 MO0448
 MO0448                          STATION DESCRIPTION
 MO0448
 MO0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0448'0.6 MI W FROM OTTO.
 MO0448'0.6 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0448'SIGN AT OTTO, 168.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MO0448'TRACK, SET IN THE TOP OF THE CENTER OF THE NORTHWEST CONCRETE
 MO0448'FOUNDATION PIER OF AN OLD WATER TANK WHICH HAS BEEN REMOVED,
 MO0448'IN SECTION 14, TOWNSHIP 13 NORTH, RANGE 69 WEST.
 MO0448
 MO0448                          STATION RECOVERY (1983)
 MO0448
 MO0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0448'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0448'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0448'80 IN CHEYENNE, THENCE 24.5 KM (15.2 MI) WESTERLY ALONG THE UNION
 MO0448'PACIFIC RAILROAD.
 MO0448
 MO0448                          STATION RECOVERY (1985)
 MO0448
 MO0448'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0720 ***********************************************************************
 MO0720  DESIGNATION -  L 321
 MO0720  PID         -  MO0720
 MO0720  STATE/COUNTY-  WY/ALBANY
 MO0720  USGS QUAD   -  WILCOX (1981)
 MO0720
 MO0720                         *CURRENT SURVEY CONTROL
 MO0720  ___________________________________________________________________
 MO0720* NAD 83(1986)-  41 47 01.     (N)    105 58 58.     (W)     SCALED    
 MO0720* NAVD 88     -      2119.748  (meters)    6954.54   (feet)  ADJUSTED  
 MO0720  ___________________________________________________________________
 MO0720  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 MO0720  DYNAMIC HT  -        2117.950 (meters)    6948.64  (feet)  COMP
 MO0720  MODELED GRAV-     979,698.6   (mgal)                       NAVD 88
 MO0720
 MO0720  VERT ORDER  -  FIRST     CLASS II
 MO0720
 MO0720.The horizontal coordinates were scaled from a topographic map and have
 MO0720.an estimated accuracy of +/- 6 seconds.
 MO0720
 MO0720.The orthometric height was determined by differential leveling
 MO0720.and adjusted by the National Geodetic Survey in June 1991..
 MO0720.WARNING-Repeat measurements at this control monument indicate possible
 MO0720.vertical movement.
 MO0720
 MO0720.The geoid height was determined by GEOID03.
 MO0720
 MO0720.The dynamic height is computed by dividing the NAVD 88
 MO0720.geopotential number by the normal gravity value computed on the
 MO0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0720.degrees latitude (g = 980.6199 gals.).
 MO0720
 MO0720.The modeled gravity was interpolated from observed gravity values.
 MO0720
 MO0720;                    North         East    Units  Estimated Accuracy
 MO0720;SPC WY E     -   142,870.      132,160.      MT  (+/- 180 meters Scaled)
 MO0720
 MO0720                          SUPERSEDED SURVEY CONTROL
 MO0720
 MO0720  NGVD 29 (06/08/92) 2118.617  (m)         6950.83   (f) ADJUSTED    1 2
 MO0720
 MO0720.Superseded values are not recommended for survey control.
 MO0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0720.See file dsdata.txt to determine how the superseded data were derived.
 MO0720
 MO0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG183262(NAD 83)
 MO0720_MARKER: DB = BENCH MARK DISK
 MO0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0720_STAMPING: L 321 1947
 MO0720_MARK LOGO: CGS   
 MO0720_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0720+STABILITY: SURFACE MOTION
 MO0720
 MO0720  HISTORY     - Date     Condition        Report By
 MO0720  HISTORY     - 1947     MONUMENTED       CGS
 MO0720  HISTORY     - 1983     GOOD             NGS
 MO0720  HISTORY     - 19990823 GOOD             WYDT
 MO0720
 MO0720                          STATION DESCRIPTION
 MO0720
 MO0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0720'2.7 MI N FROM ROCK RIVER.
 MO0720'2.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MO0720'TANK AT ROCK RIVER OR 2.9 MILES NORTH ALONG U.S. HIGHWAY NO.
 MO0720'30 FROM THE HIGH SCHOOL AT ROCK RIVER, 396.0 FEET EAST OF THE
 MO0720'EAST RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE TRACKS,
 MO0720'364.0 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING EAST,
 MO0720'98.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 30, 4.0 FEET
 MO0720'NORTH OF A REFERENCE POST, 1.3 FOOT WEST OF THE EAST HIGHWAY
 MO0720'RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST ABOUT 2 FEET BELOW
 MO0720'THE HIGHWAY AND PROJECTS 0.7 FOOT.
 MO0720
 MO0720                          STATION RECOVERY (1983)
 MO0720
 MO0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0720'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.5 KM (2.8 MI)
 MO0720'NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MO0720'ROCK RIVER.
 MO0720
 MO0720                          STATION RECOVERY (1999)
 MO0720
 MO0720'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0720'ORANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER,
 MO0720'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0014 ***********************************************************************
 MP0014  DESIGNATION -  L 322
 MP0014  PID         -  MP0014
 MP0014  STATE/COUNTY-  WY/CARBON
 MP0014  USGS QUAD   -  MEDICINE BOW (1971)
 MP0014
 MP0014                         *CURRENT SURVEY CONTROL
 MP0014  ___________________________________________________________________
 MP0014* NAD 83(1986)-  41 53 13.     (N)    106 11 25.     (W)     SCALED    
 MP0014* NAVD 88     -      2024.975  (meters)    6643.61   (feet)  ADJUSTED  
 MP0014  ___________________________________________________________________
 MP0014  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 MP0014  DYNAMIC HT  -        2023.272 (meters)    6638.02  (feet)  COMP
 MP0014  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 MP0014
 MP0014  VERT ORDER  -  FIRST     CLASS II
 MP0014
 MP0014.The horizontal coordinates were scaled from a topographic map and have
 MP0014.an estimated accuracy of +/- 6 seconds.
 MP0014
 MP0014.The orthometric height was determined by differential leveling
 MP0014.and adjusted by the National Geodetic Survey in June 1991..
 MP0014
 MP0014.The geoid height was determined by GEOID03.
 MP0014
 MP0014.The dynamic height is computed by dividing the NAVD 88
 MP0014.geopotential number by the normal gravity value computed on the
 MP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0014.degrees latitude (g = 980.6199 gals.).
 MP0014
 MP0014.The modeled gravity was interpolated from observed gravity values.
 MP0014
 MP0014;                    North         East    Units  Estimated Accuracy
 MP0014;SPC WYEC     -   254,650.      494,870.      MT  (+/- 180 meters Scaled)
 MP0014
 MP0014                          SUPERSEDED SURVEY CONTROL
 MP0014
 MP0014  NGVD 29 (??/??/92) 2023.856  (m)         6639.93   (f) ADJ UNCH    1 2
 MP0014
 MP0014.Superseded values are not recommended for survey control.
 MP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0014.See file dsdata.txt to determine how the superseded data were derived.
 MP0014
 MP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG012379(NAD 83)
 MP0014_MARKER: DB = BENCH MARK DISK
 MP0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0014_STAMPING: L 322 1947
 MP0014_MARK LOGO: CGS   
 MP0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0014+STABILITY: SURFACE MOTION
 MP0014
 MP0014  HISTORY     - Date     Condition        Report By
 MP0014  HISTORY     - 1947     MONUMENTED       CGS
 MP0014  HISTORY     - 1983     GOOD             NGS
 MP0014
 MP0014                          STATION DESCRIPTION
 MP0014
 MP0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0014'0.85 MI SE FROM MEDICINE BOW.
 MP0014'0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD AND 0.55 MILE EAST ALONG A DIRT
 MP0014'ROAD FROM THE UNION PACIFIC RAILROAD STATION AT MEDICINE BOW, AT THE
 MP0014'MEDICINE BOW AIRPORT, 94.0 FEET SOUTH SOUTHWEST OF THE SOUTH LEG OF
 MP0014'THE STEEL TOWER WHICH SUPPORTS THE REVOLVING BEACON LIGHT AND THE WIND
 MP0014'SOCK, 72.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE
 MP0014'FOUNDATION OF THE BUILDING WHICH HOUSES THE OPERATIONS EQUIPMENT FOR
 MP0014'THE BEACON LIGHT, 38.5 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE
 MP0014'GATE AND THE ENTRANCE DRIVEWAY, 4.0 FEET SOUTH OF A REFERENCE POST,
 MP0014'2.4 FEET EAST OF THE WEST BOUNDARY FENCE OF THE FIELD, SET IN A
 MP0014'CONCRETE POST PROJECTING 0.7 FOOT.
 MP0014
 MP0014                          STATION RECOVERY (1983)
 MP0014
 MP0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0014'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0175 ***********************************************************************
 MP0175  DESIGNATION -  L 323
 MP0175  PID         -  MP0175
 MP0175  STATE/COUNTY-  WY/CARBON
 MP0175  USGS QUAD   -  HANNA (1982)
 MP0175
 MP0175                         *CURRENT SURVEY CONTROL
 MP0175  ___________________________________________________________________
 MP0175* NAD 83(1986)-  41 52 04.     (N)    106 33 31.     (W)     SCALED    
 MP0175* NAVD 88     -      2068.911  (meters)    6787.75   (feet)  ADJUSTED  
 MP0175  ___________________________________________________________________
 MP0175  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 MP0175  DYNAMIC HT  -        2067.047 (meters)    6781.64  (feet)  COMP
 MP0175  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 MP0175
 MP0175  VERT ORDER  -  FIRST     CLASS II
 MP0175
 MP0175.The horizontal coordinates were scaled from a topographic map and have
 MP0175.an estimated accuracy of +/- 6 seconds.
 MP0175
 MP0175.The orthometric height was determined by differential leveling
 MP0175.and adjusted by the National Geodetic Survey in June 1991..
 MP0175
 MP0175.The geoid height was determined by GEOID03.
 MP0175
 MP0175.The dynamic height is computed by dividing the NAVD 88
 MP0175.geopotential number by the normal gravity value computed on the
 MP0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0175.degrees latitude (g = 980.6199 gals.).
 MP0175
 MP0175.The modeled gravity was interpolated from observed gravity values.
 MP0175
 MP0175;                    North         East    Units  Estimated Accuracy
 MP0175;SPC WYEC     -   252,180.      464,320.      MT  (+/- 180 meters Scaled)
 MP0175
 MP0175                          SUPERSEDED SURVEY CONTROL
 MP0175
 MP0175  NGVD 29 (??/??/92) 2067.647  (m)         6783.61   (f) ADJ UNCH    1 2
 MP0175
 MP0175.Superseded values are not recommended for survey control.
 MP0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0175.See file dsdata.txt to determine how the superseded data were derived.
 MP0175
 MP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG706362(NAD 83)
 MP0175_MARKER: DB = BENCH MARK DISK
 MP0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0175_SP_SET: CONCRETE SUPPORTS
 MP0175_STAMPING: L 323 1947
 MP0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0175
 MP0175  HISTORY     - Date     Condition        Report By
 MP0175  HISTORY     - 1947     MONUMENTED       CGS
 MP0175  HISTORY     - 1971     MARK NOT FOUND   USGS
 MP0175  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0175
 MP0175                          STATION DESCRIPTION
 MP0175
 MP0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0175'IN HANNA.
 MP0175'AT HANNA, 0.3 MILE EAST OF THE UNION PACIFIC RAILROAD STATION AND AT
 MP0175'THE CONCRETE COAL BINS AND FILLER CHUTES FOR THE RAILROAD, 20.4 FEET
 MP0175'SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK OF THE MAIN LINE
 MP0175'TRACKS, SET IN THE TOP OF AND 1.3 FOOT WEST OF THE EAST END OF THE
 MP0175'BASE OF THE CONCRETE SUPPORTS FOR THE COAL BINS, 4.8 FEET ABOVE THE
 MP0175'TOP OF THE GROUND, 0.9 FOOT EAST OF THE EAST SIDE OF A CONCRETE
 MP0175'SUPPORT PIER.
 MP0175
 MP0175                          STATION RECOVERY (1971)
 MP0175
 MP0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0175'MARK NOT FOUND.
 MP0175
 MP0175                          STATION RECOVERY (1983)
 MP0175
 MP0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0175'THE COAL BINS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0188 ***********************************************************************
 OW0188  DESIGNATION -  L 326
 OW0188  PID         -  OW0188
 OW0188  STATE/COUNTY-  WY/HOT SPRINGS
 OW0188  USGS QUAD   -  KIRBY (1985)
 OW0188
 OW0188                         *CURRENT SURVEY CONTROL
 OW0188  ___________________________________________________________________
 OW0188* NAD 83(1986)-  43 47 48.     (N)    108 11 14.     (W)     SCALED    
 OW0188* NAVD 88     -      1335.539  (meters)    4381.68   (feet)  ADJUSTED  
 OW0188  ___________________________________________________________________
 OW0188  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 OW0188  DYNAMIC HT  -        1334.854 (meters)    4379.43  (feet)  COMP
 OW0188  MODELED GRAV-     980,060.3   (mgal)                       NAVD 88
 OW0188
 OW0188  VERT ORDER  -  FIRST     CLASS II
 OW0188
 OW0188.The horizontal coordinates were scaled from a topographic map and have
 OW0188.an estimated accuracy of +/- 6 seconds.
 OW0188
 OW0188.The orthometric height was determined by differential leveling
 OW0188.and adjusted by the National Geodetic Survey in June 1991..
 OW0188
 OW0188.The geoid height was determined by GEOID03.
 OW0188
 OW0188.The dynamic height is computed by dividing the NAVD 88
 OW0188.geopotential number by the normal gravity value computed on the
 OW0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0188.degrees latitude (g = 980.6199 gals.).
 OW0188
 OW0188.The modeled gravity was interpolated from observed gravity values.
 OW0188
 OW0188;                    North         East    Units  Estimated Accuracy
 OW0188;SPC WYWC     -   366,310.      645,290.      MT  (+/- 180 meters Scaled)
 OW0188
 OW0188                          SUPERSEDED SURVEY CONTROL
 OW0188
 OW0188  NGVD 29 (06/08/92) 1334.709  (m)         4378.96   (f) ADJUSTED    1 2
 OW0188
 OW0188.Superseded values are not recommended for survey control.
 OW0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0188.See file dsdata.txt to determine how the superseded data were derived.
 OW0188
 OW0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP262531(NAD 83)
 OW0188_MARKER: DB = BENCH MARK DISK
 OW0188_SETTING: 66 = SET IN ROCK OUTCROP
 OW0188_SP_SET: ROCK OUTCROP
 OW0188_STAMPING: L 326 1982
 OW0188_MARK LOGO: NGS   
 OW0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0188+STABILITY: POSITION/ELEVATION WELL
 OW0188
 OW0188  HISTORY     - Date     Condition        Report By
 OW0188  HISTORY     - 1982     MONUMENTED       NGS
 OW0188
 OW0188                          STATION DESCRIPTION
 OW0188
 OW0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0188'18.9 KM (11.75 MI) NORT FROM THERMOPOLIS.
 OW0188'18.9 KM (11.75 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0188'WITH STATE HIGHWAY 120 IN THERMOPOLIS, IN THE CENTER OF A 3 BY 12 FT
 OW0188'EXPOSED AREA OF OUTCROPPING BEDROCK, 16.4 METERS (53.8 FT) EAST OF THE
 OW0188'CENTERLINE OF THE HIGHWAY AND 15.2 METERS (49.9 FT) WEST OF A FENCE.
 OW0188'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 OW0188'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0206 ***********************************************************************
 OW0206  DESIGNATION -  L 327
 OW0206  PID         -  OW0206
 OW0206  STATE/COUNTY-  WY/HOT SPRINGS
 OW0206  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0206
 OW0206                         *CURRENT SURVEY CONTROL
 OW0206  ___________________________________________________________________
 OW0206* NAD 83(1986)-  43 36 04.     (N)    108 12 57.     (W)     SCALED    
 OW0206* NAVD 88     -      1362.667  (meters)    4470.68   (feet)  ADJUSTED  
 OW0206  ___________________________________________________________________
 OW0206  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 OW0206  DYNAMIC HT  -        1361.958 (meters)    4468.36  (feet)  COMP
 OW0206  MODELED GRAV-     980,051.9   (mgal)                       NAVD 88
 OW0206
 OW0206  VERT ORDER  -  FIRST     CLASS II
 OW0206
 OW0206.The horizontal coordinates were scaled from a topographic map and have
 OW0206.an estimated accuracy of +/- 6 seconds.
 OW0206
 OW0206.The orthometric height was determined by differential leveling
 OW0206.and adjusted by the National Geodetic Survey in June 1991..
 OW0206
 OW0206.The geoid height was determined by GEOID03.
 OW0206
 OW0206.The dynamic height is computed by dividing the NAVD 88
 OW0206.geopotential number by the normal gravity value computed on the
 OW0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0206.degrees latitude (g = 980.6199 gals.).
 OW0206
 OW0206.The modeled gravity was interpolated from observed gravity values.
 OW0206
 OW0206;                    North         East    Units  Estimated Accuracy
 OW0206;SPC WYWC     -   344,570.      643,130.      MT  (+/- 180 meters Scaled)
 OW0206
 OW0206                          SUPERSEDED SURVEY CONTROL
 OW0206
 OW0206  NGVD 29 (06/08/92) 1361.831  (m)         4467.94   (f) ADJUSTED    1 2
 OW0206
 OW0206.Superseded values are not recommended for survey control.
 OW0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0206.See file dsdata.txt to determine how the superseded data were derived.
 OW0206
 OW0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP247313(NAD 83)
 OW0206_MARKER: DB = BENCH MARK DISK
 OW0206_SETTING: 66 = SET IN ROCK OUTCROP
 OW0206_SP_SET: ROCK OUTCROP
 OW0206_STAMPING: L 327 1982
 OW0206_MARK LOGO: NGS   
 OW0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0206
 OW0206  HISTORY     - Date     Condition        Report By
 OW0206  HISTORY     - 1982     MONUMENTED       NGS
 OW0206
 OW0206                          STATION DESCRIPTION
 OW0206
 OW0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0206'5.8 KM (3.6 MI) SOUTH FROM THERMOPOLIS.
 OW0206'5.8 KM (3.6 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0206'WITH STATE HIGHWAY 120 IN THERMOPOLIS, IN THE CENTER OF A 2 BY 4 FT
 OW0206'EXPOSED AREA OF OUTCROPPING BEDROCK NEAR THE NORTH END OF A HIGHWAY
 OW0206'CUT, 91.4 METERS (299.9 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD
 OW0206'LEADING SOUTHWEST, 80.2 METERS (263.1 FT) SOUTH OF THE NORTH END OF
 OW0206'THE CUT, 17.3 METERS (56.8 FT) WEST OF THE CENTERLINE OF THE SOUTH
 OW0206'BOUND LANES OF THE HIGHWAY AND 12.9 METERS (42.3 FT) NORTHWEST OF A
 OW0206'HIGHWAY INFORMATION SIGN (LANE ENDS MEDGE LEFT).
 OW0206'THE MARK IS 0.6 METERS  SSW FROM A WITNESS POST.
 OW0206'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0249 ***********************************************************************
 PX0249  DESIGNATION -  L 328
 PX0249  PID         -  PX0249
 PX0249  STATE/COUNTY-  WY/BIG HORN
 PX0249  USGS QUAD   -  FRANNIE (1966)
 PX0249
 PX0249                         *CURRENT SURVEY CONTROL
 PX0249  ___________________________________________________________________
 PX0249* NAD 83(1986)-  44 53 08.     (N)    108 31 26.     (W)     SCALED    
 PX0249* NAVD 88     -      1225.845  (meters)    4021.79   (feet)  ADJUSTED  
 PX0249  ___________________________________________________________________
 PX0249  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 PX0249  DYNAMIC HT  -        1225.379 (meters)    4020.26  (feet)  COMP
 PX0249  MODELED GRAV-     980,195.3   (mgal)                       NAVD 88
 PX0249  OBS GRAVITY -     980,195.3   (mgal)                       GRAV_OBS
 PX0249
 PX0249  VERT ORDER  -  FIRST     CLASS II
 PX0249
 PX0249.The horizontal coordinates were scaled from a topographic map and have
 PX0249.an estimated accuracy of +/- 6 seconds.
 PX0249
 PX0249.The orthometric height was determined by differential leveling
 PX0249.and adjusted by the National Geodetic Survey in June 1991..
 PX0249
 PX0249.The geoid height was determined by GEOID03.
 PX0249
 PX0249.The dynamic height is computed by dividing the NAVD 88
 PX0249.geopotential number by the normal gravity value computed on the
 PX0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0249.degrees latitude (g = 980.6199 gals.).
 PX0249
 PX0249.The modeled gravity was interpolated from observed gravity values.
 PX0249.The observed gravity was obtained from relative gravimeter ties
 PX0249.to the IGSN71 gravity network.
 PX0249
 PX0249;                    North         East    Units  Estimated Accuracy
 PX0249;SPC WYEC     -   587,840.      305,950.      MT  (+/- 180 meters Scaled)
 PX0249
 PX0249                          SUPERSEDED SURVEY CONTROL
 PX0249
 PX0249  NGVD 29 (06/08/92) 1224.977  (m)         4018.95   (f) ADJUSTED    1 2
 PX0249
 PX0249.Superseded values are not recommended for survey control.
 PX0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0249.See file dsdata.txt to determine how the superseded data were derived.
 PX0249
 PX0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ955732(NAD 83)
 PX0249_MARKER: I = METAL ROD
 PX0249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0249_SP_SET: STAINLESS STEEL ROD
 PX0249_STAMPING: L 328 1982
 PX0249_MARK LOGO: NGS   
 PX0249_PROJECTION: FLUSH
 PX0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0249_ROD/PIPE-DEPTH: 4.9  meters
 PX0249
 PX0249  HISTORY     - Date     Condition        Report By
 PX0249  HISTORY     - 1982     MONUMENTED       NGS
 PX0249
 PX0249                          STATION DESCRIPTION
 PX0249
 PX0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0249'14.2 KM (8.8 MI) NW FROM LOVELL.
 PX0249'14.2 KM (8.8 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0249'JUNCTION WITH NEVADA STREET IN LOVELL, 0.7 KM (0.45 MI) WEST OF
 PX0249'MILEPOST 245, AT A UTILITY LINE CROSSING, 15.9 METERS (52.2 FT) SOUTH
 PX0249'OF THE CENTERLINE OF THE HIGHWAY, 13.5 METERS (44.3 FT) WEST OF THE
 PX0249'CENTER OF A CATTLE GUARD AND 9.1 METERS (29.9 FT) WEST OF A UTILITY
 PX0249'POLE.  NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0249'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 PX0249'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0281 ***********************************************************************
 PX0281  DESIGNATION -  L 329
 PX0281  PID         -  PX0281
 PX0281  STATE/COUNTY-  WY/BIG HORN
 PX0281  USGS QUAD   -  SHEEP CANYON (1966)
 PX0281
 PX0281                         *CURRENT SURVEY CONTROL
 PX0281  ___________________________________________________________________
 PX0281* NAD 83(1986)-  44 34 55.     (N)    108 11 39.     (W)     SCALED    
 PX0281* NAVD 88     -      1235.319  (meters)    4052.88   (feet)  ADJUSTED  
 PX0281  ___________________________________________________________________
 PX0281  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 PX0281  DYNAMIC HT  -        1234.808 (meters)    4051.20  (feet)  COMP
 PX0281  MODELED GRAV-     980,162.3   (mgal)                       NAVD 88
 PX0281  OBS GRAVITY -     980,162.8   (mgal)                       GRAV_OBS
 PX0281
 PX0281  VERT ORDER  -  FIRST     CLASS II
 PX0281
 PX0281.The horizontal coordinates were scaled from a topographic map and have
 PX0281.an estimated accuracy of +/- 6 seconds.
 PX0281
 PX0281.The orthometric height was determined by differential leveling
 PX0281.and adjusted by the National Geodetic Survey in June 1991..
 PX0281
 PX0281.The geoid height was determined by GEOID03.
 PX0281
 PX0281.The dynamic height is computed by dividing the NAVD 88
 PX0281.geopotential number by the normal gravity value computed on the
 PX0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0281.degrees latitude (g = 980.6199 gals.).
 PX0281
 PX0281.The modeled gravity was interpolated from observed gravity values.
 PX0281.The observed gravity was obtained from relative gravimeter ties
 PX0281.to the IGSN71 gravity network.
 PX0281
 PX0281;                    North         East    Units  Estimated Accuracy
 PX0281;SPC WYEC     -   553,770.      331,640.      MT  (+/- 180 meters Scaled)
 PX0281
 PX0281                          SUPERSEDED SURVEY CONTROL
 PX0281
 PX0281  NGVD 29 (06/08/92) 1234.490  (m)         4050.16   (f) ADJUSTED    1 2
 PX0281
 PX0281.Superseded values are not recommended for survey control.
 PX0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0281.See file dsdata.txt to determine how the superseded data were derived.
 PX0281
 PX0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ227403(NAD 83)
 PX0281_MARKER: I = METAL ROD
 PX0281_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PX0281+WITH SETTING: INFORMATION.
 PX0281_SP_SET: SHALLOW SET METAL ROD
 PX0281_STAMPING: L 329 1982
 PX0281_MARK LOGO: NGS   
 PX0281_PROJECTION: FLUSH
 PX0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0281_ROD/PIPE-DEPTH: 1.5  meters
 PX0281
 PX0281  HISTORY     - Date     Condition        Report By
 PX0281  HISTORY     - 1982     MONUMENTED       NGS
 PX0281
 PX0281                          STATION DESCRIPTION
 PX0281
 PX0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0281'34.4 KM (21.35 MI) SE FROM LOVELL.
 PX0281'34.4 KM (21.35 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0281'JUNCTION WITH NEVADA STREET IN LOVELL, 0.1 KM (0.05 MI) SOUTHEAST OF
 PX0281'MILEPOST 215 AND 45.1 METERS (148.0 FT) SOUTHWEST OF THE CENTERLINE OF
 PX0281'THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM
 PX0281'POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0281'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PX0281'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0030 ***********************************************************************
 OV0030  DESIGNATION -  L 33
 OV0030  PID         -  OV0030
 OV0030  STATE/COUNTY-  WY/NATRONA
 OV0030  USGS QUAD   -  MIDWEST (1978)
 OV0030
 OV0030                         *CURRENT SURVEY CONTROL
 OV0030  ___________________________________________________________________
 OV0030* NAD 83(1986)-  43 26 40.     (N)    106 16 18.     (W)     SCALED    
 OV0030* NAVD 88     -      1476.416  (meters)    4843.87   (feet)  ADJUSTED  
 OV0030  ___________________________________________________________________
 OV0030  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 OV0030  DYNAMIC HT  -        1475.613 (meters)    4841.24  (feet)  COMP
 OV0030  MODELED GRAV-     980,024.0   (mgal)                       NAVD 88
 OV0030
 OV0030  VERT ORDER  -  FIRST     CLASS II
 OV0030
 OV0030.The horizontal coordinates were scaled from a topographic map and have
 OV0030.an estimated accuracy of +/- 6 seconds.
 OV0030
 OV0030.The orthometric height was determined by differential leveling
 OV0030.and adjusted by the National Geodetic Survey in June 1991..
 OV0030
 OV0030.The geoid height was determined by GEOID03.
 OV0030
 OV0030.The dynamic height is computed by dividing the NAVD 88
 OV0030.geopotential number by the normal gravity value computed on the
 OV0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0030.degrees latitude (g = 980.6199 gals.).
 OV0030
 OV0030.The modeled gravity was interpolated from observed gravity values.
 OV0030
 OV0030;                    North         East    Units  Estimated Accuracy
 OV0030;SPC WYEC     -   427,580.      485,940.      MT  (+/- 180 meters Scaled)
 OV0030
 OV0030                          SUPERSEDED SURVEY CONTROL
 OV0030
 OV0030  NGVD 29 (06/08/92) 1475.622  (m)         4841.27   (f) ADJUSTED    1 2
 OV0030
 OV0030.Superseded values are not recommended for survey control.
 OV0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0030.See file dsdata.txt to determine how the superseded data were derived.
 OV0030
 OV0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ970109(NAD 83)
 OV0030_MARKER: DB = BENCH MARK DISK
 OV0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0030_SP_SET: CONCRETE POST
 OV0030_STAMPING: L 33 1933
 OV0030_MARK LOGO: CGS   
 OV0030_PROJECTION: PROJECTING 12 CENTIMETERS
 OV0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0030+STABILITY: SURFACE MOTION
 OV0030
 OV0030  HISTORY     - Date     Condition        Report By
 OV0030  HISTORY     - 1933     MONUMENTED       CGS
 OV0030  HISTORY     - 1970     GOOD             USGS
 OV0030  HISTORY     - 1977     GOOD             USGS
 OV0030  HISTORY     - 1985     GOOD             NGS
 OV0030
 OV0030                          STATION DESCRIPTION
 OV0030
 OV0030'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OV0030'2.5 MI N FROM MIDWEST.
 OV0030'FROM JUNCTION OF WYOMING 3871 US 87 IN MIDWEST, WYOMING 0.6 MILE ALONG
 OV0030'US 87 NORTHWEST, THENCE 1.9 MILE NORTH ALONG POWER PLANT ROAD TO BEND
 OV0030'AND ROAD JET 500 FEET NORTHEAST ALONG ABANDONED ROAD AND 50 FEET
 OV0030'NORTHWEST OF THIS ROAD OR 200 FEET EAST OF OILWELL.  A STANDARD DISK,
 OV0030'SET IN TOP OF CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OV0030
 OV0030                          STATION RECOVERY (1977)
 OV0030
 OV0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OV0030'RECOVERED IN GOOD CONDITION.
 OV0030
 OV0030                          STATION RECOVERY (1985)
 OV0030
 OV0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0030'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  1.06 KM
 OV0030'(0.66 MI) NORTHWEST ALONG STATE HIGHWAY 387 FROM THE JUNCTION OF STATE
 OV0030'HIGHWAY 259 AT MIDWEST, THENCE 3.06 KM (1.90 MI) NORTH ALONG COUNTY
 OV0030'ROAD 116 (OLD POWER HOUSE ROAD), THENCE 0.16 KM (0.10 MI) NORTHEAST
 OV0030'ALONG A TRACK ROAD FOLLOWING THE OLD ABANDONDED HIGHWAY GRADE, IN THE
 OV0030'NORTHEAST CORNER OF A FLAT GRASSY TRIANGULAR SHAPED BASIN, 13.4 METERS
 OV0030'(44 FT) NORTHWEST OF THE CENTER OF THE TRACK ROAD, 97.5 METERS
 OV0030'(320 FT) EAST OF THE CENTER OF THE COUNTY ROAD AND 51.8 METERS
 OV0030'(170 FT) SOUTHWEST OF THE SOUTHWEST END OF AN OLD ROAD CUT.
 OV0030'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OV0030'THE MARK IS 0.4 M BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0228 ***********************************************************************
 OW0228  DESIGNATION -  L 330
 OW0228  PID         -  OW0228
 OW0228  STATE/COUNTY-  WY/FREMONT
 OW0228  USGS QUAD   -  BONNEVILLE SW (1978)
 OW0228
 OW0228                         *CURRENT SURVEY CONTROL
 OW0228  ___________________________________________________________________
 OW0228* NAD 83(1986)-  43 18 35.     (N)    108 07 37.     (W)     SCALED    
 OW0228* NAVD 88     -      1479.418  (meters)    4853.72   (feet)  ADJUSTED  
 OW0228  ___________________________________________________________________
 OW0228  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 OW0228  DYNAMIC HT  -        1478.497 (meters)    4850.70  (feet)  COMP
 OW0228  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 OW0228
 OW0228  VERT ORDER  -  FIRST     CLASS II
 OW0228
 OW0228.The horizontal coordinates were scaled from a topographic map and have
 OW0228.an estimated accuracy of +/- 6 seconds.
 OW0228
 OW0228.The orthometric height was determined by differential leveling
 OW0228.and adjusted by the National Geodetic Survey in June 1991..
 OW0228
 OW0228.The geoid height was determined by GEOID03.
 OW0228
 OW0228.The dynamic height is computed by dividing the NAVD 88
 OW0228.geopotential number by the normal gravity value computed on the
 OW0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0228.degrees latitude (g = 980.6199 gals.).
 OW0228
 OW0228.The modeled gravity was interpolated from observed gravity values.
 OW0228
 OW0228;                    North         East    Units  Estimated Accuracy
 OW0228;SPC WYWC     -   312,250.      650,550.      MT  (+/- 180 meters Scaled)
 OW0228
 OW0228                          SUPERSEDED SURVEY CONTROL
 OW0228
 OW0228  NGVD 29 (06/08/92) 1478.455  (m)         4850.56   (f) ADJUSTED    1 2
 OW0228
 OW0228.Superseded values are not recommended for survey control.
 OW0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0228.See file dsdata.txt to determine how the superseded data were derived.
 OW0228
 OW0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN330992(NAD 83)
 OW0228_MARKER: I = METAL ROD
 OW0228_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OW0228+WITH SETTING: INFORMATION.
 OW0228_SP_SET: SHALLOW SET METAL ROD
 OW0228_STAMPING: L 330 1982
 OW0228_MARK LOGO: NGS   
 OW0228_PROJECTION: FLUSH
 OW0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0228_ROD/PIPE-DEPTH: 2.5  meters
 OW0228
 OW0228  HISTORY     - Date     Condition        Report By
 OW0228  HISTORY     - 1982     MONUMENTED       NGS
 OW0228
 OW0228                          STATION DESCRIPTION
 OW0228
 OW0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0228'8.6 KM (5.35 MI) NORTH FROM SHOSHONI.
 OW0228'8.6 KM (5.35 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0228'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.7 KM (0.45 MI) NORTH OF MILEPOST
 OW0228'106, 45.1 METERS (148.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND
 OW0228'21.4 METERS (70.2 FT) NORTH-NORTHEAST OF A UTILITY POLE.  NOTE=REFUSAL
 OW0228'WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OW0228'LOGO CAP.
 OW0228'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 OW0228'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0235 ***********************************************************************
 OW0235  DESIGNATION -  L 331
 OW0235  PID         -  OW0235
 OW0235  STATE/COUNTY-  WY/FREMONT
 OW0235  USGS QUAD   -  SHOSHONI (1951)
 OW0235
 OW0235                         *CURRENT SURVEY CONTROL
 OW0235  ___________________________________________________________________
 OW0235* NAD 83(1986)-  43 13 42.     (N)    108 02 40.     (W)     SCALED    
 OW0235* NAVD 88     -      1500.189  (meters)    4921.87   (feet)  ADJUSTED  
 OW0235  ___________________________________________________________________
 OW0235  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 OW0235  DYNAMIC HT  -        1499.241 (meters)    4918.76  (feet)  COMP
 OW0235  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 OW0235
 OW0235  VERT ORDER  -  FIRST     CLASS II
 OW0235
 OW0235.The horizontal coordinates were scaled from a topographic map and have
 OW0235.an estimated accuracy of +/- 6 seconds.
 OW0235
 OW0235.The orthometric height was determined by differential leveling
 OW0235.and adjusted by the National Geodetic Survey in June 1991..
 OW0235
 OW0235.The geoid height was determined by GEOID03.
 OW0235
 OW0235.The dynamic height is computed by dividing the NAVD 88
 OW0235.geopotential number by the normal gravity value computed on the
 OW0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0235.degrees latitude (g = 980.6199 gals.).
 OW0235
 OW0235.The modeled gravity was interpolated from observed gravity values.
 OW0235
 OW0235;                    North         East    Units  Estimated Accuracy
 OW0235;SPC WYWC     -   303,260.      657,320.      MT  (+/- 180 meters Scaled)
 OW0235
 OW0235                          SUPERSEDED SURVEY CONTROL
 OW0235
 OW0235  NGVD 29 (06/08/92) 1499.217  (m)         4918.68   (f) ADJUSTED    1 2
 OW0235
 OW0235.Superseded values are not recommended for survey control.
 OW0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0235.See file dsdata.txt to determine how the superseded data were derived.
 OW0235
 OW0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN400904(NAD 83)
 OW0235_MARKER: I = METAL ROD
 OW0235_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OW0235+WITH SETTING: INFORMATION.
 OW0235_SP_SET: SHALLOW SET METAL ROD
 OW0235_STAMPING: L 331 1982
 OW0235_MARK LOGO: NGS   
 OW0235_PROJECTION: FLUSH
 OW0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0235_ROD/PIPE-DEPTH: 1.5  meters
 OW0235
 OW0235  HISTORY     - Date     Condition        Report By
 OW0235  HISTORY     - 1982     MONUMENTED       NGS
 OW0235
 OW0235                          STATION DESCRIPTION
 OW0235
 OW0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0235'5.6 KM (3.5 MI) EAST FROM SHOSHONI.
 OW0235'5.6 KM (3.5 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OW0235'U. S. HIGHWAY 26 IN SHOSHONI, 0.8 KM (0.5 MI) EAST OF MILEPOST 97 AND
 OW0235'45.1 METERS (148.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 OW0235'NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS
 OW0235'THROUGH A 5-INCH LOGO CAP.
 OW0235'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OW0235'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0252 ***********************************************************************
 OV0252  DESIGNATION -  L 332
 OV0252  PID         -  OV0252
 OV0252  STATE/COUNTY-  WY/NATRONA
 OV0252  USGS QUAD   -  WALTMAN (1952)
 OV0252
 OV0252                         *CURRENT SURVEY CONTROL
 OV0252  ___________________________________________________________________
 OV0252* NAD 83(1986)-  43 03 25.     (N)    107 07 33.     (W)     SCALED    
 OV0252* NAVD 88     -      1830.154  (meters)    6004.43   (feet)  ADJUSTED  
 OV0252  ___________________________________________________________________
 OV0252  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 OV0252  DYNAMIC HT  -        1828.880 (meters)    6000.25  (feet)  COMP
 OV0252  MODELED GRAV-     979,859.9   (mgal)                       NAVD 88
 OV0252
 OV0252  VERT ORDER  -  FIRST     CLASS II
 OV0252
 OV0252.The horizontal coordinates were scaled from a topographic map and have
 OV0252.an estimated accuracy of +/- 6 seconds.
 OV0252
 OV0252.The orthometric height was determined by differential leveling
 OV0252.and adjusted by the National Geodetic Survey in June 1991..
 OV0252
 OV0252.The geoid height was determined by GEOID03.
 OV0252
 OV0252.The dynamic height is computed by dividing the NAVD 88
 OV0252.geopotential number by the normal gravity value computed on the
 OV0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0252.degrees latitude (g = 980.6199 gals.).
 OV0252
 OV0252.The modeled gravity was interpolated from observed gravity values.
 OV0252
 OV0252;                    North         East    Units  Estimated Accuracy
 OV0252;SPC WYEC     -   384,000.      416,900.      MT  (+/- 180 meters Scaled)
 OV0252
 OV0252                          SUPERSEDED SURVEY CONTROL
 OV0252
 OV0252  NGVD 29 (06/08/92) 1829.126  (m)         6001.06   (f) ADJUSTED    1 2
 OV0252
 OV0252.Superseded values are not recommended for survey control.
 OV0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0252.See file dsdata.txt to determine how the superseded data were derived.
 OV0252
 OV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH268693(NAD 83)
 OV0252_MARKER: I = METAL ROD
 OV0252_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0252+WITH SETTING: INFORMATION.
 OV0252_SP_SET: SHALLOW SET METAL ROD
 OV0252_STAMPING: L 332 1982
 OV0252_MARK LOGO: NGS   
 OV0252_PROJECTION: FLUSH
 OV0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0252_ROD/PIPE-DEPTH: 2.7  meters
 OV0252
 OV0252  HISTORY     - Date     Condition        Report By
 OV0252  HISTORY     - 1982     MONUMENTED       NGS
 OV0252
 OV0252                          STATION DESCRIPTION
 OV0252
 OV0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0252'5.9 KM (3.65 MI) EAST FROM WALTMAN.
 OV0252'5.9 KM (3.65 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0252'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.4 KM (0.25 MI) WEST OF
 OV0252'MILEPOST 47 AND 31.0 METERS (101.7 FT) NORTHEAST OF THE CENTERLINE OF
 OV0252'THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO THE DATUM
 OV0252'POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0252'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OV0252'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0422 ***********************************************************************
 PW0422  DESIGNATION -  L 333
 PW0422  PID         -  PW0422
 PW0422  STATE/COUNTY-  WY/BIG HORN
 PW0422  USGS QUAD   -  MANDERSON (1978)
 PW0422
 PW0422                         *CURRENT SURVEY CONTROL
 PW0422  ___________________________________________________________________
 PW0422* NAD 83(1986)-  44 16 00.     (N)    107 57 38.     (W)     SCALED    
 PW0422* NAVD 88     -      1198.239  (meters)    3931.22   (feet)  ADJUSTED  
 PW0422  ___________________________________________________________________
 PW0422  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PW0422  DYNAMIC HT  -        1197.717 (meters)    3929.51  (feet)  COMP
 PW0422  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 PW0422  OBS GRAVITY -     980,143.1   (mgal)                       GRAV_OBS
 PW0422
 PW0422  VERT ORDER  -  FIRST     CLASS II
 PW0422
 PW0422.The horizontal coordinates were scaled from a topographic map and have
 PW0422.an estimated accuracy of +/- 6 seconds.
 PW0422
 PW0422.The orthometric height was determined by differential leveling
 PW0422.and adjusted by the National Geodetic Survey in June 1991..
 PW0422
 PW0422.The geoid height was determined by GEOID03.
 PW0422
 PW0422.The dynamic height is computed by dividing the NAVD 88
 PW0422.geopotential number by the normal gravity value computed on the
 PW0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0422.degrees latitude (g = 980.6199 gals.).
 PW0422
 PW0422.The modeled gravity was interpolated from observed gravity values.
 PW0422.The observed gravity was obtained from relative gravimeter ties
 PW0422.to the IGSN71 gravity network.
 PW0422
 PW0422;                    North         East    Units  Estimated Accuracy
 PW0422;SPC WYEC     -   518,570.      349,920.      MT  (+/- 180 meters Scaled)
 PW0422
 PW0422                          SUPERSEDED SURVEY CONTROL
 PW0422
 PW0422  NGVD 29 (06/08/92) 1197.440  (m)         3928.60   (f) ADJUSTED    1 2
 PW0422
 PW0422.Superseded values are not recommended for survey control.
 PW0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0422.See file dsdata.txt to determine how the superseded data were derived.
 PW0422
 PW0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK637057(NAD 83)
 PW0422_MARKER: DB = BENCH MARK DISK
 PW0422_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PW0422_SP_SET: ABUTMENT
 PW0422_STAMPING: L 333 1982
 PW0422_MARK LOGO: NGS   
 PW0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0422+STABILITY: POSITION/ELEVATION WELL
 PW0422
 PW0422  HISTORY     - Date     Condition        Report By
 PW0422  HISTORY     - 1982     MONUMENTED       NGS
 PW0422
 PW0422                          STATION DESCRIPTION
 PW0422
 PW0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0422'30.4 KM (18.9 MI) NORTH FROM WORLAND.
 PW0422'30.4 KM (18.9 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0422'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, IN TOP OF AND
 PW0422'0.1 METER (0.3 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 PW0422'ABUTMENT OF THE HIGHWAY OVERPASS OF THE BURLINGTON NORTHERN RAILROAD,
 PW0422'6.4 METERS (21.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 5.8
 PW0422'METERS (19.0 FT) WEST OF THE EAST END OF THE BRIDGE.
 PW0422'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0263 ***********************************************************************
 OV0263  DESIGNATION -  L 334
 OV0263  PID         -  OV0263
 OV0263  STATE/COUNTY-  WY/NATRONA
 OV0263  USGS QUAD   -  NATRONA (1968)
 OV0263
 OV0263                         *CURRENT SURVEY CONTROL
 OV0263  ___________________________________________________________________
 OV0263* NAD 83(1986)-  43 01 47.     (N)    106 49 53.     (W)     SCALED    
 OV0263* NAVD 88     -      1716.427  (meters)    5631.31   (feet)  ADJUSTED  
 OV0263  ___________________________________________________________________
 OV0263  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OV0263  DYNAMIC HT  -        1715.318 (meters)    5627.67  (feet)  COMP
 OV0263  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 OV0263
 OV0263  VERT ORDER  -  FIRST     CLASS II
 OV0263
 OV0263.The horizontal coordinates were scaled from a topographic map and have
 OV0263.an estimated accuracy of +/- 6 seconds.
 OV0263
 OV0263.The orthometric height was determined by differential leveling
 OV0263.and adjusted by the National Geodetic Survey in June 1991..
 OV0263
 OV0263.The geoid height was determined by GEOID03.
 OV0263
 OV0263.The dynamic height is computed by dividing the NAVD 88
 OV0263.geopotential number by the normal gravity value computed on the
 OV0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0263.degrees latitude (g = 980.6199 gals.).
 OV0263
 OV0263.The modeled gravity was interpolated from observed gravity values.
 OV0263
 OV0263;                    North         East    Units  Estimated Accuracy
 OV0263;SPC WYEC     -   381,080.      440,910.      MT  (+/- 180 meters Scaled)
 OV0263
 OV0263                          SUPERSEDED SURVEY CONTROL
 OV0263
 OV0263  NGVD 29 (06/08/92) 1715.486  (m)         5628.22   (f) ADJUSTED    1 2
 OV0263
 OV0263.Superseded values are not recommended for survey control.
 OV0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0263.See file dsdata.txt to determine how the superseded data were derived.
 OV0263
 OV0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH507657(NAD 83)
 OV0263_MARKER: I = METAL ROD
 OV0263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0263_SP_SET: STAINLESS STEEL ROD
 OV0263_STAMPING: L 334 1982
 OV0263_MARK LOGO: NGS   
 OV0263_PROJECTION: FLUSH
 OV0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0263_ROD/PIPE-DEPTH: 11.6 meters
 OV0263
 OV0263  HISTORY     - Date     Condition        Report By
 OV0263  HISTORY     - 1982     MONUMENTED       NGS
 OV0263
 OV0263                          STATION DESCRIPTION
 OV0263
 OV0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0263'30.6 KM (19.0 MI) EAST FROM WALTMAN.
 OV0263'30.6 KM (19.0 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0263'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.8 KM (0.5 MI) WEST OF
 OV0263'MILEPOST 31, 45.0 METERS (147.6 FT) SOUTH OF THE CENTERLINE OF THE
 OV0263'HIGHWAY AND 14.0 METERS (45.9 FT) WEST OF THE CENTER OF A TRACK ROAD
 OV0263'LEADING SOUTH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OV0263'LOGO CAP.
 OV0263'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OV0263'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0229 ***********************************************************************
 NR0229  DESIGNATION -  L 335
 NR0229  PID         -  NR0229
 NR0229  STATE/COUNTY-  WY/NATRONA
 NR0229  USGS QUAD   -  GOOSE EGG (1984)
 NR0229
 NR0229                         *CURRENT SURVEY CONTROL
 NR0229  ___________________________________________________________________
 NR0229* NAD 83(1986)-  42 51 46.     (N)    106 22 53.     (W)     SCALED    
 NR0229* NAVD 88     -      1583.758  (meters)    5196.05   (feet)  ADJUSTED  
 NR0229  ___________________________________________________________________
 NR0229  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 NR0229  DYNAMIC HT  -        1582.776 (meters)    5192.82  (feet)  COMP
 NR0229  MODELED GRAV-     979,944.9   (mgal)                       NAVD 88
 NR0229
 NR0229  VERT ORDER  -  FIRST     CLASS II
 NR0229
 NR0229.The horizontal coordinates were scaled from a topographic map and have
 NR0229.an estimated accuracy of +/- 6 seconds.
 NR0229
 NR0229.The orthometric height was determined by differential leveling
 NR0229.and adjusted by the National Geodetic Survey in June 1991..
 NR0229
 NR0229.The geoid height was determined by GEOID03.
 NR0229
 NR0229.The dynamic height is computed by dividing the NAVD 88
 NR0229.geopotential number by the normal gravity value computed on the
 NR0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0229.degrees latitude (g = 980.6199 gals.).
 NR0229
 NR0229.The modeled gravity was interpolated from observed gravity values.
 NR0229
 NR0229;                    North         East    Units  Estimated Accuracy
 NR0229;SPC WYEC     -   362,850.      477,790.      MT  (+/- 180 meters Scaled)
 NR0229
 NR0229                          SUPERSEDED SURVEY CONTROL
 NR0229
 NR0229  NGVD 29 (06/08/92) 1582.887  (m)         5193.19   (f) ADJUSTED    1 2
 NR0229
 NR0229.Superseded values are not recommended for survey control.
 NR0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0229.See file dsdata.txt to determine how the superseded data were derived.
 NR0229
 NR0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH871465(NAD 83)
 NR0229_MARKER: DB = BENCH MARK DISK
 NR0229_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0229_SP_SET: ABUTMENT
 NR0229_STAMPING: L 335 1982
 NR0229_MARK LOGO: NGS   
 NR0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0229+STABILITY: POSITION/ELEVATION WELL
 NR0229
 NR0229  HISTORY     - Date     Condition        Report By
 NR0229  HISTORY     - 1982     MONUMENTED       NGS
 NR0229
 NR0229                          STATION DESCRIPTION
 NR0229
 NR0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0229'3.0 KM (1.85 MI) NW FROM CASPER.
 NR0229'3.0 KM (1.85 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0229'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, IN TOP OF AND 3.1
 NR0229'METERS (10.2 FT) SOUTH OF THE NORTH END OF OF THE EAST CONCRETE
 NR0229'ABUTMENT OF THE WEST BOUND OVERPASS OF THE BURLINGTON NORTHERN
 NR0229'RAILROAD AND 5.8 METERS (19.0 FT) NORTH OF THE CENTERLINE OF THE WEST
 NR0229'BOUND LANES OF THE HIGHWAY.
 NR0229'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0301 ***********************************************************************
 NR0301  DESIGNATION -  L 336
 NR0301  PID         -  NR0301
 NR0301  STATE/COUNTY-  WY/CARBON
 NR0301  USGS QUAD   -  MUDDY GAP (1981)
 NR0301
 NR0301                         *CURRENT SURVEY CONTROL
 NR0301  ___________________________________________________________________
 NR0301* NAD 83(1986)-  42 17 34.     (N)    107 27 31.     (W)     SCALED    
 NR0301* NAVD 88     -      1972.197  (meters)    6470.45   (feet)  ADJUSTED  
 NR0301  ___________________________________________________________________
 NR0301  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 NR0301  DYNAMIC HT  -        1970.663 (meters)    6465.42  (feet)  COMP
 NR0301  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 NR0301
 NR0301  VERT ORDER  -  FIRST     CLASS II
 NR0301
 NR0301.The horizontal coordinates were scaled from a topographic map and have
 NR0301.an estimated accuracy of +/- 6 seconds.
 NR0301
 NR0301.The orthometric height was determined by differential leveling
 NR0301.and adjusted by the National Geodetic Survey in June 1991..
 NR0301
 NR0301.The geoid height was determined by GEOID03.
 NR0301
 NR0301.The dynamic height is computed by dividing the NAVD 88
 NR0301.geopotential number by the normal gravity value computed on the
 NR0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0301.degrees latitude (g = 980.6199 gals.).
 NR0301
 NR0301.The modeled gravity was interpolated from observed gravity values.
 NR0301
 NR0301;                    North         East    Units  Estimated Accuracy
 NR0301;SPC WYEC     -   299,100.      389,670.      MT  (+/- 180 meters Scaled)
 NR0301
 NR0301                          SUPERSEDED SURVEY CONTROL
 NR0301
 NR0301  NGVD 29 (06/08/92) 1971.111  (m)         6466.89   (f) ADJUSTED    1 2
 NR0301
 NR0301.Superseded values are not recommended for survey control.
 NR0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0301.See file dsdata.txt to determine how the superseded data were derived.
 NR0301
 NR0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG973852(NAD 83)
 NR0301_MARKER: I = METAL ROD
 NR0301_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0301+WITH SETTING: INFORMATION.
 NR0301_SP_SET: SHALLOW SET METAL ROD
 NR0301_STAMPING: L 336 1982
 NR0301_MARK LOGO: NGS   
 NR0301_PROJECTION: FLUSH
 NR0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0301_ROD/PIPE-DEPTH: 1.2  meters
 NR0301
 NR0301  HISTORY     - Date     Condition        Report By
 NR0301  HISTORY     - 1982     MONUMENTED       NGS
 NR0301
 NR0301                          STATION DESCRIPTION
 NR0301
 NR0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0301'8.4 KM (5.2 MI) SOUTH FROM MUDDY GAP.
 NR0301'8.4 KM (5.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0301'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.1 KM (0.05 MI) NORTH OF
 NR0301'MILEPOST 39, 52.4 METERS (171.9 FT) WEST OF THE CENTERLINE OF THE
 NR0301'HIGHWAY AND 6.1 METERS (20.0 FT) SOUTH OF THE CENTER OF A FIELD
 NR0301'ENTRANCE.  NOTE, REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM
 NR0301'POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0301'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 NR0301'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0461 ***********************************************************************
 MP0461  DESIGNATION -  L 337
 MP0461  PID         -  MP0461
 MP0461  STATE/COUNTY-  WY/CARBON
 MP0461  USGS QUAD   -  RENDLE HILL (1983)
 MP0461
 MP0461                         *CURRENT SURVEY CONTROL
 MP0461  ___________________________________________________________________
 MP0461* NAD 83(1986)-  41 54 28.     (N)    107 17 46.     (W)     SCALED    
 MP0461* NAVD 88     -      2202.250  (meters)    7225.22   (feet)  ADJUSTED  
 MP0461  ___________________________________________________________________
 MP0461  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 MP0461  DYNAMIC HT  -        2200.375 (meters)    7219.06  (feet)  COMP
 MP0461  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 MP0461
 MP0461  VERT ORDER  -  FIRST     CLASS II
 MP0461
 MP0461.The horizontal coordinates were scaled from a topographic map and have
 MP0461.an estimated accuracy of +/- 6 seconds.
 MP0461
 MP0461.The orthometric height was determined by differential leveling
 MP0461.and adjusted by the National Geodetic Survey in June 1991..
 MP0461
 MP0461.The geoid height was determined by GEOID03.
 MP0461
 MP0461.The dynamic height is computed by dividing the NAVD 88
 MP0461.geopotential number by the normal gravity value computed on the
 MP0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0461.degrees latitude (g = 980.6199 gals.).
 MP0461
 MP0461.The modeled gravity was interpolated from observed gravity values.
 MP0461
 MP0461;                    North         East    Units  Estimated Accuracy
 MP0461;SPC WYEC     -   256,340.      403,090.      MT  (+/- 180 meters Scaled)
 MP0461
 MP0461                          SUPERSEDED SURVEY CONTROL
 MP0461
 MP0461  NGVD 29 (06/08/92) 2201.085  (m)         7221.39   (f) ADJUSTED    1 2
 MP0461
 MP0461.Superseded values are not recommended for survey control.
 MP0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0461.See file dsdata.txt to determine how the superseded data were derived.
 MP0461
 MP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG095420(NAD 83)
 MP0461_MARKER: I = METAL ROD
 MP0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0461_SP_SET: STAINLESS STEEL ROD
 MP0461_STAMPING: L 337 1982
 MP0461_MARK LOGO: NGS   
 MP0461_PROJECTION: FLUSH
 MP0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0461_ROD/PIPE-DEPTH: 4.0  meters
 MP0461
 MP0461  HISTORY     - Date     Condition        Report By
 MP0461  HISTORY     - 1982     MONUMENTED       NGS
 MP0461  HISTORY     - 1987     GOOD             NGS
 MP0461
 MP0461                          STATION DESCRIPTION
 MP0461
 MP0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0461'15.2 KM (9.45 MI) NORTH FROM RAWLINS.
 MP0461'15.2 KM (9.45 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0461'WITH U.S. HIGHWAY 30 IN RAWLINS, 0.7 KM (0.45 MI) SOUTH OF MILEPOST 10
 MP0461'AND 45.1 METERS (148.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 MP0461'NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0461'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 MP0461'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 MP0461
 MP0461                          STATION RECOVERY (1987)
 MP0461
 MP0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MP0461'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--0.7
 MP0461'KM (0.45 MI) SOUTH OF MILEPOST 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0260 ***********************************************************************
 NR0260  DESIGNATION -  L 338
 NR0260  PID         -  NR0260
 NR0260  STATE/COUNTY-  WY/NATRONA
 NR0260  USGS QUAD   -  ALCOVA (1984)
 NR0260
 NR0260                         *CURRENT SURVEY CONTROL
 NR0260  ___________________________________________________________________
 NR0260* NAD 83(1993)-  42 35 25.05833(N)    106 40 32.66440(W)     ADJUSTED  
 NR0260* NAVD 88     -      1636.361  (meters)    5368.63   (feet)  ADJUSTED  
 NR0260  ___________________________________________________________________
 NR0260  X           -  -1,349,856.023 (meters)                     COMP
 NR0260  Y           -  -4,506,235.711 (meters)                     COMP
 NR0260  Z           -   4,295,203.245 (meters)                     COMP
 NR0260  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 NR0260  ELLIP HEIGHT-        1623.66  (meters)          (02/28/01) GPS OBS
 NR0260  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 NR0260  DYNAMIC HT  -        1635.274 (meters)    5365.06  (feet)  COMP
 NR0260  MODELED GRAV-     979,899.7   (mgal)                       NAVD 88
 NR0260
 NR0260  HORZ ORDER  -  A
 NR0260  VERT ORDER  -  FIRST     CLASS II
 NR0260  ELLP ORDER  -  SECOND    CLASS I
 NR0260
 NR0260.The horizontal coordinates were established by GPS observations
 NR0260.and adjusted by the National Geodetic Survey in February 2001..
 NR0260
 NR0260.The orthometric height was determined by differential leveling
 NR0260.and adjusted by the National Geodetic Survey in June 1991..
 NR0260
 NR0260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NR0260
 NR0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0260
 NR0260.The ellipsoidal height was determined by GPS observations
 NR0260.and is referenced to NAD 83.
 NR0260
 NR0260.The geoid height was determined by GEOID03.
 NR0260
 NR0260.The dynamic height is computed by dividing the NAVD 88
 NR0260.geopotential number by the normal gravity value computed on the
 NR0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0260.degrees latitude (g = 980.6199 gals.).
 NR0260
 NR0260.The modeled gravity was interpolated from observed gravity values.
 NR0260
 NR0260;                    North         East     Units Scale Factor Converg.
 NR0260;SPC WYEC     -   332,352.506   453,972.402   MT  0.99997333   +0 26 42.1
 NR0260;UTM  13      - 4,716,680.176   362,507.512   MT  0.99983258   -1 08 03.3
 NR0260
 NR0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0260!SPC WYEC     -   0.99974542  x   0.99997333  =   0.99971876
 NR0260!UTM  13      -   0.99974542  x   0.99983258  =   0.99957805
 NR0260
 NR0260                          SUPERSEDED SURVEY CONTROL
 NR0260
 NR0260  NAVD 88 (02/28/01) 1636.36   (m)         5368.6    (f) LEVELING    3  
 NR0260  NGVD 29 (06/08/92) 1635.447  (m)         5365.63   (f) ADJUSTED    1 2
 NR0260
 NR0260.Superseded values are not recommended for survey control.
 NR0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0260.See file dsdata.txt to determine how the superseded data were derived.
 NR0260
 NR0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6250816680(NAD 83)
 NR0260_MARKER: I = METAL ROD
 NR0260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0260_SP_SET: STAINLESS STEEL ROD
 NR0260_STAMPING: L 338 1982
 NR0260_MARK LOGO: NGS   
 NR0260_PROJECTION: FLUSH
 NR0260_MAGNETIC: I = MARKER IS A STEEL ROD
 NR0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NR0260+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1999
 NR0260_ROD/PIPE-DEPTH: 9.8  meters
 NR0260
 NR0260  HISTORY     - Date     Condition        Report By
 NR0260  HISTORY     - 1982     MONUMENTED       NGS
 NR0260  HISTORY     - 19990902 GOOD             BLM
 NR0260
 NR0260                          STATION DESCRIPTION
 NR0260
 NR0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0260'37.8 KM (23.5 MI) SW FROM CASPER.
 NR0260'37.8 KM (23.5 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0260'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.2 KM (0.1 MI) SOUTHWEST
 NR0260'OF MILEPOST 90, 1.1 KM (0.7 MI) SOUTHWEST OF A PAVED ROAD LEADING
 NR0260'SOUTHWEST, 49.4 METERS (162.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 NR0260'HIGHWAY AND 40.4 METERS (132.5 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 NR0260'CONCRETE DRAINAGE PIPE.
 NR0260'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NR0260'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 NR0260
 NR0260                          STATION RECOVERY (1999)
 NR0260
 NR0260'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1999 (MDL)
 NR0260'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0494 ***********************************************************************
 MP0494  DESIGNATION -  L 339
 MP0494  PID         -  MP0494
 MP0494  STATE/COUNTY-  WY/CARBON
 MP0494  USGS QUAD   -  COMO EAST (1971)
 MP0494
 MP0494                         *CURRENT SURVEY CONTROL
 MP0494  ___________________________________________________________________
 MP0494* NAD 83(1986)-  41 53 59.     (N)    106 17 51.     (W)     SCALED    
 MP0494* NAVD 88     -      2036.499  (meters)    6681.41   (feet)  ADJUSTED  
 MP0494  ___________________________________________________________________
 MP0494  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 MP0494  DYNAMIC HT  -        2034.749 (meters)    6675.67  (feet)  COMP
 MP0494  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 MP0494
 MP0494  VERT ORDER  -  FIRST     CLASS II
 MP0494
 MP0494.The horizontal coordinates were scaled from a topographic map and have
 MP0494.an estimated accuracy of +/- 6 seconds.
 MP0494
 MP0494.The orthometric height was determined by differential leveling
 MP0494.and adjusted by the National Geodetic Survey in June 1991..
 MP0494
 MP0494.The geoid height was determined by GEOID03.
 MP0494
 MP0494.The dynamic height is computed by dividing the NAVD 88
 MP0494.geopotential number by the normal gravity value computed on the
 MP0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0494.degrees latitude (g = 980.6199 gals.).
 MP0494
 MP0494.The modeled gravity was interpolated from observed gravity values.
 MP0494
 MP0494;                    North         East    Units  Estimated Accuracy
 MP0494;SPC WYEC     -   255,960.      485,950.      MT  (+/- 180 meters Scaled)
 MP0494
 MP0494                          SUPERSEDED SURVEY CONTROL
 MP0494
 MP0494  NGVD 29 (06/08/92) 2035.323  (m)         6677.56   (f) ADJUSTED    1 2
 MP0494
 MP0494.Superseded values are not recommended for survey control.
 MP0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0494.See file dsdata.txt to determine how the superseded data were derived.
 MP0494
 MP0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG923394(NAD 83)
 MP0494_MARKER: DB = BENCH MARK DISK
 MP0494_SETTING: 66 = SET IN ROCK OUTCROP
 MP0494_SP_SET: ROCK OUTCROP
 MP0494_STAMPING: L 339 1983
 MP0494_MARK LOGO: NGS   
 MP0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0494+STABILITY: POSITION/ELEVATION WELL
 MP0494
 MP0494  HISTORY     - Date     Condition        Report By
 MP0494  HISTORY     - 1983     MONUMENTED       NGS
 MP0494
 MP0494                          STATION DESCRIPTION
 MP0494
 MP0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0494'8.3 KM (5.15 MI) WEST FROM MEDICINE BOW.
 MP0494'8.3 KM (5.15 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0494'STATION IN MEDICINE BOW, 1.4 KM (0.85 MI) WEST OF MILEPOST 627, AT THE
 MP0494'BASE OF AND NEAR THE CENTER OF A 10 BY 60 FT EXPOSED AREA OF A
 MP0494'SANDSTONE OUTCROP IN A RAILROAD CUT, AND 12.1 METERS (39.7 FT) SOUTH
 MP0494'OF THE NEAR RAIL.
 MP0494'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MP0494'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0253 ***********************************************************************
 OU0253  DESIGNATION -  L 34
 OU0253  PID         -  OU0253
 OU0253  STATE/COUNTY-  WY/CAMPBELL
 OU0253  USGS QUAD   -  SAVAGETON (1973)
 OU0253
 OU0253                         *CURRENT SURVEY CONTROL
 OU0253  ___________________________________________________________________
 OU0253* NAD 83(1986)-  43 47 39.     (N)    105 47 01.     (W)     SCALED    
 OU0253* NAVD 88     -      1532.978  (meters)    5029.45   (feet)  POSTED    
 OU0253  ___________________________________________________________________
 OU0253  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OU0253  DYNAMIC HT  -        1532.160 (meters)    5026.76  (feet)  COMP
 OU0253  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 OU0253
 OU0253  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0253
 OU0253.The horizontal coordinates were scaled from a topographic map and have
 OU0253.an estimated accuracy of +/- 6 seconds.
 OU0253
 OU0253.The orthometric height was determined by differential leveling
 OU0253.and adjusted by the National Geodetic Survey in 1992..
 OU0253.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0253.rate of 0.0 thru 1.0 mm/km.
 OU0253
 OU0253.The geoid height was determined by GEOID03.
 OU0253
 OU0253.The dynamic height is computed by dividing the NAVD 88
 OU0253.geopotential number by the normal gravity value computed on the
 OU0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0253.degrees latitude (g = 980.6199 gals.).
 OU0253
 OU0253.The modeled gravity was interpolated from observed gravity values.
 OU0253
 OU0253;                    North         East    Units  Estimated Accuracy
 OU0253;SPC WY E     -   366,070.      150,350.      MT  (+/- 180 meters Scaled)
 OU0253
 OU0253                          SUPERSEDED SURVEY CONTROL
 OU0253
 OU0253  NGVD 29 (??/??/92) 1532.182  (m)         5026.83   (f) ADJ UNCH    1 2
 OU0253
 OU0253.Superseded values are not recommended for survey control.
 OU0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0253.See file dsdata.txt to determine how the superseded data were derived.
 OU0253
 OU0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ369493(NAD 83)
 OU0253_MARKER: DB = BENCH MARK DISK
 OU0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0253_STAMPING: L 34 1933
 OU0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0253+STABILITY: SURFACE MOTION
 OU0253
 OU0253  HISTORY     - Date     Condition        Report By
 OU0253  HISTORY     - 1933     MONUMENTED       CGS
 OU0253  HISTORY     - 1941     MARK NOT FOUND   NGS
 OU0253  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0253
 OU0253                          STATION DESCRIPTION
 OU0253
 OU0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0253'4.7 MI S FROM SAVAGETON.
 OU0253'4.7 MILES SOUTH ALONG OLD STATE HIGHWAY 316 FROM THE POST OFFICE
 OU0253'AND STORE AT SAVAGETON, CAMPBELL COUNTY, 44 FEET NORTH OF THE
 OU0253'ENTRANCE ROAD TO THE C.M. REYNOLDS RANCH HOUSE, AND 32 FEET
 OU0253'EAST OF THE CENTER LINE OF THE OLD HIGHWAY.  A STANDARD DISK,
 OU0253'STAMPED L 34 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OU0253'6 INCHES ABOVE GROUND.
 OU0253
 OU0253                          STATION RECOVERY (1941)
 OU0253
 OU0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 OU0253'MARK NOT FOUND.
 OU0253
 OU0253                          STATION RECOVERY (1985)
 OU0253
 OU0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0253'NOT RECOVERED.  AREA DESCRIBED IS NOW UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0305 ***********************************************************************
 OU0305  DESIGNATION -  L 34 RESET
 OU0305  PID         -  OU0305
 OU0305  STATE/COUNTY-  WY/CAMPBELL
 OU0305  USGS QUAD   -  SAVAGETON (1973)
 OU0305
 OU0305                         *CURRENT SURVEY CONTROL
 OU0305  ___________________________________________________________________
 OU0305* NAD 83(1986)-  43 47 40.     (N)    105 47 04.     (W)     SCALED    
 OU0305* NAVD 88     -      1533.498  (meters)    5031.15   (feet)  ADJUSTED  
 OU0305  ___________________________________________________________________
 OU0305  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OU0305  DYNAMIC HT  -        1532.681 (meters)    5028.47  (feet)  COMP
 OU0305  MODELED GRAV-     980,032.3   (mgal)                       NAVD 88
 OU0305
 OU0305  VERT ORDER  -  FIRST     CLASS II
 OU0305
 OU0305.The horizontal coordinates were scaled from a topographic map and have
 OU0305.an estimated accuracy of +/- 6 seconds.
 OU0305
 OU0305.The orthometric height was determined by differential leveling
 OU0305.and adjusted by the National Geodetic Survey in June 1991..
 OU0305
 OU0305.The geoid height was determined by GEOID03.
 OU0305
 OU0305.The dynamic height is computed by dividing the NAVD 88
 OU0305.geopotential number by the normal gravity value computed on the
 OU0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0305.degrees latitude (g = 980.6199 gals.).
 OU0305
 OU0305.The modeled gravity was interpolated from observed gravity values.
 OU0305
 OU0305;                    North         East    Units  Estimated Accuracy
 OU0305;SPC WY E     -   366,100.      150,280.      MT  (+/- 180 meters Scaled)
 OU0305
 OU0305                          SUPERSEDED SURVEY CONTROL
 OU0305
 OU0305  NGVD 29 (06/08/92) 1532.686  (m)         5028.49   (f) ADJUSTED    1 2
 OU0305
 OU0305.Superseded values are not recommended for survey control.
 OU0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0305.See file dsdata.txt to determine how the superseded data were derived.
 OU0305
 OU0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ368493(NAD 83)
 OU0305_MARKER: DB = BENCH MARK DISK
 OU0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0305_SP_SET: CONCRETE POST
 OU0305_STAMPING: L 34 RESET 1983
 OU0305_MARK LOGO: NGS   
 OU0305_PROJECTION: FLUSH
 OU0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0305+STABILITY: SURFACE MOTION
 OU0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0305+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2001
 OU0305
 OU0305  HISTORY     - Date     Condition        Report By
 OU0305  HISTORY     - 1983     MONUMENTED       NGS
 OU0305  HISTORY     - 1985     GOOD             NGS
 OU0305  HISTORY     - 20010827 GOOD             WYHD
 OU0305
 OU0305                          STATION DESCRIPTION
 OU0305
 OU0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0305'8.2 KM (5.1 MI) SOUTH FROM SAVAGETON.
 OU0305'8.18 KM (5.08 MI) SOUTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0305'SAVAGETON ROAD AT SAVAGETON, IN THE SOUTHWEST CORNER OF THE T JUNCTION
 OU0305'OF A GRAVEL ROAD LEADING WEST, 33.2 METERS (109 FT) WEST OF THE
 OU0305'HIGHWAY CENTERLINE, 15.1 METERS (49.5 FT) SOUTH OF THE CENTER OF THE
 OU0305'ROAD, 11.6 METERS (38 FT) SOUTH-SOUTHWEST OF THE SOUTH END OF A WIRE
 OU0305'GATE IN THE RIGHT OF WAY FENCE, 4.9 METERS (16 FT) SOUTH OF A GUY
 OU0305'WIRED POWER POLE WITH A TRANSFORMER AND 3.0 METERS (10 FT) WEST OF THE
 OU0305'RIGHT OF WAY FENCE.
 OU0305'THE MARK IS 0.5 METERS  SSW FROM  A WITNESS POST
 OU0305'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 OU0305
 OU0305                          STATION RECOVERY (2001)
 OU0305
 OU0305'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JE)
 OU0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0602 ***********************************************************************
 MR0602  DESIGNATION -  L 340
 MR0602  PID         -  MR0602
 MR0602  STATE/COUNTY-  WY/UINTA
 MR0602  USGS QUAD   -  HAMPTON (1969)
 MR0602
 MR0602                         *CURRENT SURVEY CONTROL
 MR0602  ___________________________________________________________________
 MR0602* NAD 83(1986)-  41 32 27.     (N)    110 16 00.     (W)     SCALED    
 MR0602* NAVD 88     -      1940.191  (meters)    6365.44   (feet)  ADJUSTED  
 MR0602  ___________________________________________________________________
 MR0602  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 MR0602  DYNAMIC HT  -        1938.516 (meters)    6359.95  (feet)  COMP
 MR0602  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 MR0602
 MR0602  VERT ORDER  -  FIRST     CLASS II
 MR0602
 MR0602.The horizontal coordinates were scaled from a topographic map and have
 MR0602.an estimated accuracy of +/- 6 seconds.
 MR0602
 MR0602.The orthometric height was determined by differential leveling
 MR0602.and adjusted by the National Geodetic Survey in June 1991..
 MR0602
 MR0602.The geoid height was determined by GEOID03.
 MR0602
 MR0602.The dynamic height is computed by dividing the NAVD 88
 MR0602.geopotential number by the normal gravity value computed on the
 MR0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0602.degrees latitude (g = 980.6199 gals.).
 MR0602
 MR0602.The modeled gravity was interpolated from observed gravity values.
 MR0602
 MR0602;                    North         East    Units  Estimated Accuracy
 MR0602;SPC WY W     -   215,600.      784,700.      MT  (+/- 180 meters Scaled)
 MR0602
 MR0602                          SUPERSEDED SURVEY CONTROL
 MR0602
 MR0602  NGVD 29 (06/08/92) 1938.897  (m)         6361.20   (f) ADJUSTED    1 2
 MR0602
 MR0602.Superseded values are not recommended for survey control.
 MR0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0602.See file dsdata.txt to determine how the superseded data were derived.
 MR0602
 MR0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL611990(NAD 83)
 MR0602_MARKER: I = METAL ROD
 MR0602_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0602_SP_SET: STAINLESS STEEL ROD
 MR0602_STAMPING: L 340 1983
 MR0602_MARK LOGO: NGS   
 MR0602_PROJECTION: FLUSH
 MR0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0602_ROD/PIPE-DEPTH: 3.4  meters
 MR0602
 MR0602  HISTORY     - Date     Condition        Report By
 MR0602  HISTORY     - 1983     MONUMENTED       NGS
 MR0602
 MR0602                          STATION DESCRIPTION
 MR0602
 MR0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0602'19.3 KM (12.0 MI) NE FROM CARTER.
 MR0602'19.3 KM (12.0 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0602'THE STATION IN CARTER, 0.8 KM (0.5 MI) WEST OF MILEPOST 863, 30.5
 MR0602'METERS (100.1 FT) SOUTH OF THE NEAR RAIL, AND 3.9 METERS (12.8 FT)
 MR0602'WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 MR0602'5-INCH LOGO CAP.
 MR0602'THE MARK IS 0.3 METERS  N FROM  WITNESS POST AND FENCE
 MR0602'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0375 ***********************************************************************
 MQ0375  DESIGNATION -  L 341
 MQ0375  PID         -  MQ0375
 MQ0375  STATE/COUNTY-  WY/SWEETWATER
 MQ0375  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0375
 MQ0375                         *CURRENT SURVEY CONTROL
 MQ0375  ___________________________________________________________________
 MQ0375* NAD 83(1986)-  41 39 50.     (N)    108 46 36.     (W)     SCALED    
 MQ0375* NAVD 88     -      2000.667  (meters)    6563.85   (feet)  ADJUSTED  
 MQ0375  ___________________________________________________________________
 MQ0375  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 MQ0375  DYNAMIC HT  -        1998.985 (meters)    6558.34  (feet)  COMP
 MQ0375  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 MQ0375
 MQ0375  VERT ORDER  -  FIRST     CLASS II
 MQ0375
 MQ0375.The horizontal coordinates were scaled from a topographic map and have
 MQ0375.an estimated accuracy of +/- 6 seconds.
 MQ0375
 MQ0375.The orthometric height was determined by differential leveling
 MQ0375.and adjusted by the National Geodetic Survey in June 1991..
 MQ0375
 MQ0375.The geoid height was determined by GEOID03.
 MQ0375
 MQ0375.The dynamic height is computed by dividing the NAVD 88
 MQ0375.geopotential number by the normal gravity value computed on the
 MQ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0375.degrees latitude (g = 980.6199 gals.).
 MQ0375
 MQ0375.The modeled gravity was interpolated from observed gravity values.
 MQ0375
 MQ0375;                    North         East    Units  Estimated Accuracy
 MQ0375;SPC WYWC     -   129,250.      597,780.      MT  (+/- 180 meters Scaled)
 MQ0375
 MQ0375                          SUPERSEDED SURVEY CONTROL
 MQ0375
 MQ0375  NGVD 29 (06/08/92) 1999.393  (m)         6559.68   (f) ADJUSTED    1 2
 MQ0375
 MQ0375.Superseded values are not recommended for survey control.
 MQ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0375.See file dsdata.txt to determine how the superseded data were derived.
 MQ0375
 MQ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM851148(NAD 83)
 MQ0375_MARKER: DB = BENCH MARK DISK
 MQ0375_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0375_SP_SET: ROCK OUTCROP
 MQ0375_STAMPING: L 341 1983
 MQ0375_MARK LOGO: NGS   
 MQ0375_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0375+STABILITY: POSITION/ELEVATION WELL
 MQ0375
 MQ0375  HISTORY     - Date     Condition        Report By
 MQ0375  HISTORY     - 1983     MONUMENTED       NGS
 MQ0375  HISTORY     - 19990111 GOOD             WYDT
 MQ0375
 MQ0375                          STATION DESCRIPTION
 MQ0375
 MQ0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0375'2.6 KM (1.6 MI) SE FROM POINT OF ROCKS.
 MQ0375'2.6 KM (1.6 MI) SOUTHEATERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0375'STATION IN POINT OF ROCKS, IN THE EAST END OF A 35 BY 166 FOOT AREA OF
 MQ0375'OUTCROPPING BEDROCK, 0.9 KM (0.55 MI) NORTH OF MILEPOST 775, 271.3
 MQ0375'METERS (889.1 FT) WEST OF THE NEAR RAIL, 41.8 METERS (137.1 FT) WEST
 MQ0375'OF THE CENTER OF A DIRT ROAD, AND 1.5 METERS (4.9 FT) WEST OF THE EAST
 MQ0375'END OF THE OUTCROP.
 MQ0375'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MQ0375'THE MARK IS 2.4 M ABOVE THE ROAD.
 MQ0375
 MQ0375                          STATION RECOVERY (1999)
 MQ0375
 MQ0375'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0375'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0375'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0388 ***********************************************************************
 MQ0388  DESIGNATION -  L 342
 MQ0388  PID         -  MQ0388
 MQ0388  STATE/COUNTY-  WY/SWEETWATER
 MQ0388  USGS QUAD   -  RED DESERT NW (1970)
 MQ0388
 MQ0388                         *CURRENT SURVEY CONTROL
 MQ0388  ___________________________________________________________________
 MQ0388* NAD 83(1986)-  41 38 49.     (N)    108 08 32.     (W)     SCALED    
 MQ0388* NAVD 88     -      2043.178  (meters)    6703.33   (feet)  ADJUSTED  
 MQ0388  ___________________________________________________________________
 MQ0388  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0388  DYNAMIC HT  -        2041.383 (meters)    6697.44  (feet)  COMP
 MQ0388  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 MQ0388
 MQ0388  VERT ORDER  -  FIRST     CLASS II
 MQ0388
 MQ0388.The horizontal coordinates were scaled from a topographic map and have
 MQ0388.an estimated accuracy of +/- 6 seconds.
 MQ0388
 MQ0388.The orthometric height was determined by differential leveling
 MQ0388.and adjusted by the National Geodetic Survey in June 1991..
 MQ0388
 MQ0388.The geoid height was determined by GEOID03.
 MQ0388
 MQ0388.The dynamic height is computed by dividing the NAVD 88
 MQ0388.geopotential number by the normal gravity value computed on the
 MQ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0388.degrees latitude (g = 980.6199 gals.).
 MQ0388
 MQ0388.The modeled gravity was interpolated from observed gravity values.
 MQ0388
 MQ0388;                    North         East    Units  Estimated Accuracy
 MQ0388;SPC WYWC     -   127,550.      650,630.      MT  (+/- 180 meters Scaled)
 MQ0388
 MQ0388                          SUPERSEDED SURVEY CONTROL
 MQ0388
 MQ0388  NGVD 29 (06/08/92) 2041.941  (m)         6699.27   (f) ADJUSTED    1 2
 MQ0388
 MQ0388.Superseded values are not recommended for survey control.
 MQ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0388.See file dsdata.txt to determine how the superseded data were derived.
 MQ0388
 MQ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM379145(NAD 83)
 MQ0388_MARKER: I = METAL ROD
 MQ0388_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MQ0388_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MQ0388_STAMPING: L 342 1983
 MQ0388_MARK LOGO: NGS   
 MQ0388_PROJECTION: FLUSH
 MQ0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0388+STABILITY: POSITION/ELEVATION WELL
 MQ0388_ROD/PIPE-DEPTH: 15.8 meters
 MQ0388_SLEEVE-DEPTH  : 8.8 meters
 MQ0388
 MQ0388  HISTORY     - Date     Condition        Report By
 MQ0388  HISTORY     - 1983     MONUMENTED       NGS
 MQ0388
 MQ0388                          STATION DESCRIPTION
 MQ0388
 MQ0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0388'15.0 KM (9.3 MI) WEST FROM WAMSUTTER.
 MQ0388'15.0 KM (9.3 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0388'STATION IN WAMSUTTER, 0.6 KM (0.35 MI) WEST OF MILEPOST 733, 44.8
 MQ0388'METERS (147.0 FT) EAST OF THE CENTER OF A ROAD LEADING SOUTH TO THE
 MQ0388'TRACKS, 41.3 METERS (135.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 MQ0388'6 BY 6 FOOT METAL BUILDING, 29.1 METERS (95.5 FT) NORTH OF THE NEAR
 MQ0388'RAIL, 15.8 METERS (51.8 FT) EAST OF A UTILITY POLE, AND 12.8 METERS
 MQ0388'(42.0 FT) SOUTH OF THE CENTER OF A TRACK ROAD.  NOTE, ACCESS TO THE
 MQ0388'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0388'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MQ0388'THE MARK IS 8.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0975 ***********************************************************************
 MO0975  DESIGNATION -  L 343
 MO0975  PID         -  MO0975
 MO0975  STATE/COUNTY-  WY/ALBANY
 MO0975  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO0975
 MO0975                         *CURRENT SURVEY CONTROL
 MO0975  ___________________________________________________________________
 MO0975* NAD 83(1986)-  41 39 37.     (N)    105 47 38.     (W)     SCALED    
 MO0975* NAVD 88     -      2164.560  (meters)    7101.56   (feet)  ADJUSTED  
 MO0975  ___________________________________________________________________
 MO0975  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 MO0975  DYNAMIC HT  -        2162.720 (meters)    7095.52  (feet)  COMP
 MO0975  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 MO0975
 MO0975  VERT ORDER  -  FIRST     CLASS II
 MO0975
 MO0975.The horizontal coordinates were scaled from a topographic map and have
 MO0975.an estimated accuracy of +/- 6 seconds.
 MO0975
 MO0975.The orthometric height was determined by differential leveling
 MO0975.and adjusted by the National Geodetic Survey in June 1991..
 MO0975
 MO0975.The geoid height was determined by GEOID03.
 MO0975
 MO0975.The dynamic height is computed by dividing the NAVD 88
 MO0975.geopotential number by the normal gravity value computed on the
 MO0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0975.degrees latitude (g = 980.6199 gals.).
 MO0975
 MO0975.The modeled gravity was interpolated from observed gravity values.
 MO0975
 MO0975;                    North         East    Units  Estimated Accuracy
 MO0975;SPC WY E     -   129,040.      147,760.      MT  (+/- 180 meters Scaled)
 MO0975
 MO0975                          SUPERSEDED SURVEY CONTROL
 MO0975
 MO0975  NGVD 29 (06/08/92) 2163.475  (m)         7098.00   (f) ADJUSTED    1 2
 MO0975
 MO0975.Superseded values are not recommended for survey control.
 MO0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0975.See file dsdata.txt to determine how the superseded data were derived.
 MO0975
 MO0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG339123(NAD 83)
 MO0975_MARKER: I = METAL ROD
 MO0975_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0975_SP_SET: STAINLESS STEEL ROD
 MO0975_STAMPING: L 343 1983
 MO0975_MARK LOGO: NGS   
 MO0975_PROJECTION: FLUSH
 MO0975_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0975_ROD/PIPE-DEPTH: 3.1  meters
 MO0975
 MO0975  HISTORY     - Date     Condition        Report By
 MO0975  HISTORY     - 1983     MONUMENTED       NGS
 MO0975  HISTORY     - 19990824 GOOD             WYDT
 MO0975
 MO0975                          STATION DESCRIPTION
 MO0975
 MO0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0975'19.5 KM (12.1 MI) SE FROM ROCK RIVER.
 MO0975'19.5 KM (12.1 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0975'THE STATION IN ROCK RIVER, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 593,
 MO0975'21.2 METERS (69.6 FT) NORTHEAST OF THE NEAR RAIL, AND 1.3 METERS
 MO0975'(4.3 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 MO0975'IS THROUGH A 5-INCH LOGO CAP.
 MO0975'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MO0975'THE MARK IS 3.7 M BELOW THE TRACKS.
 MO0975
 MO0975                          STATION RECOVERY (1999)
 MO0975
 MO0975'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0975'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER,
 MO0975'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0954 ***********************************************************************
 MO0954  DESIGNATION -  L 344
 MO0954  PID         -  MO0954
 MO0954  STATE/COUNTY-  WY/ALBANY
 MO0954  USGS QUAD   -  DALE CREEK (1987)
 MO0954
 MO0954                         *CURRENT SURVEY CONTROL
 MO0954  ___________________________________________________________________
 MO0954* NAD 83(1986)-  41 05 12.     (N)    105 23 04.     (W)     SCALED    
 MO0954* NAVD 88     -      2421.749  (meters)    7945.35   (feet)  ADJUSTED  
 MO0954  ___________________________________________________________________
 MO0954  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 MO0954  DYNAMIC HT  -        2419.520 (meters)    7938.04  (feet)  COMP
 MO0954  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 MO0954
 MO0954  VERT ORDER  -  FIRST     CLASS II
 MO0954
 MO0954.The horizontal coordinates were scaled from a topographic map and have
 MO0954.an estimated accuracy of +/- 6 seconds.
 MO0954
 MO0954.The orthometric height was determined by differential leveling
 MO0954.and adjusted by the National Geodetic Survey in June 1991..
 MO0954
 MO0954.The geoid height was determined by GEOID03.
 MO0954
 MO0954.The dynamic height is computed by dividing the NAVD 88
 MO0954.geopotential number by the normal gravity value computed on the
 MO0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0954.degrees latitude (g = 980.6199 gals.).
 MO0954
 MO0954.The modeled gravity was interpolated from observed gravity values.
 MO0954
 MO0954;                    North         East    Units  Estimated Accuracy
 MO0954;SPC WY E     -    65,170.      181,700.      MT  (+/- 180 meters Scaled)
 MO0954
 MO0954                          SUPERSEDED SURVEY CONTROL
 MO0954
 MO0954  NGVD 29 (06/08/92) 2420.636  (m)         7941.70   (f) ADJUSTED    1 2
 MO0954
 MO0954.Superseded values are not recommended for survey control.
 MO0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0954.See file dsdata.txt to determine how the superseded data were derived.
 MO0954
 MO0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF677484(NAD 83)
 MO0954_MARKER: DB = BENCH MARK DISK
 MO0954_SETTING: 66 = SET IN ROCK OUTCROP
 MO0954_SP_SET: ROCK OUTCROP
 MO0954_STAMPING: L 344 1983
 MO0954_MARK LOGO: NGS   
 MO0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0954+STABILITY: POSITION/ELEVATION WELL
 MO0954
 MO0954  HISTORY     - Date     Condition        Report By
 MO0954  HISTORY     - 1983     MONUMENTED       NGS
 MO0954  HISTORY     - 1985     GOOD             DMA
 MO0954
 MO0954                          STATION DESCRIPTION
 MO0954
 MO0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0954'38.4 KM (23.85 MI) SE FROM LARAMIE.
 MO0954'38.4 KM (23.85 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0954'THE STATION IN LARAMIE, NEAR THE CENTER OF THE SOUTHEAST EDGE OF A- BY
 MO0954'20-FT EXPOSED AREA OF BEDROCK IN A RAILROAD CUT, 0.8 KM (0.5 MI)
 MO0954'SOUTHWEST OF MILEPOST 542, 7.2 METERS (23.6 FT) NORTHWEST OF THE NEAR
 MO0954'RAIL, AND 1.6 METERS (5.2 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 MO0954'CUT.
 MO0954'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MO0954'THE MARK IS 0.6 M ABOVE THE TRACKS.
 MO0954
 MO0954                          STATION RECOVERY (1985)
 MO0954
 MO0954'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0426 ***********************************************************************
 MQ0426  DESIGNATION -  L 345
 MQ0426  PID         -  MQ0426
 MQ0426  STATE/COUNTY-  WY/SWEETWATER
 MQ0426  USGS QUAD   -  HAYSTACK BUTTES SOUTH (1987)
 MQ0426
 MQ0426                         *CURRENT SURVEY CONTROL
 MQ0426  ___________________________________________________________________
 MQ0426* NAD 83(1986)-  41 05 46.     (N)    109 36 07.     (W)     SCALED    
 MQ0426* NAVD 88     -      1872.444  (meters)    6143.18   (feet)  ADJUSTED  
 MQ0426  ___________________________________________________________________
 MQ0426  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 MQ0426  DYNAMIC HT  -        1870.765 (meters)    6137.67  (feet)  COMP
 MQ0426  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 MQ0426
 MQ0426  VERT ORDER  -  FIRST     CLASS II
 MQ0426
 MQ0426.The horizontal coordinates were scaled from a topographic map and have
 MQ0426.an estimated accuracy of +/- 6 seconds.
 MQ0426
 MQ0426.The orthometric height was determined by differential leveling
 MQ0426.and adjusted by the National Geodetic Survey in June 1991..
 MQ0426
 MQ0426.The geoid height was determined by GEOID03.
 MQ0426
 MQ0426.The dynamic height is computed by dividing the NAVD 88
 MQ0426.geopotential number by the normal gravity value computed on the
 MQ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0426.degrees latitude (g = 980.6199 gals.).
 MQ0426
 MQ0426.The modeled gravity was interpolated from observed gravity values.
 MQ0426
 MQ0426;                    North         East    Units  Estimated Accuracy
 MQ0426;SPC WYWC     -    66,540.      528,430.      MT  (+/- 180 meters Scaled)
 MQ0426
 MQ0426                          SUPERSEDED SURVEY CONTROL
 MQ0426
 MQ0426.No superseded survey control is available for this station.
 MQ0426
 MQ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL174503(NAD 83)
 MQ0426_MARKER: I = METAL ROD
 MQ0426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0426_SP_SET: STAINLESS STEEL ROD
 MQ0426_STAMPING: L 345 1984
 MQ0426_MARK LOGO: NGS   
 MQ0426_PROJECTION: FLUSH
 MQ0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0426_ROD/PIPE-DEPTH: 4.9  meters
 MQ0426
 MQ0426  HISTORY     - Date     Condition        Report By
 MQ0426  HISTORY     - 1984     MONUMENTED       NGS
 MQ0426
 MQ0426                          STATION DESCRIPTION
 MQ0426
 MQ0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0426'17.6 KM (10.95 MI) NE FROM MANILA UT.
 MQ0426'17.6 KM (10.95 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0426'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 2.4 KM (1.5 MI) NORTH
 MQ0426'OF A GRAVELED ROAD LEADING EAST TO ANVIL DRAW, 72.5 M (237.9 FT)
 MQ0426'NORTHEAST OF MILEPOST 36.51, 62.5 M (205.1 FT) EAST OF THE CENTERLINE
 MQ0426'OF THE HIGHWAY, 53.3 M (174.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 MQ0426'A MULTI-BOX CULVERT, AND 14.0 M (45.9 FT) NORTH OF THE TOP OF THE
 MQ0426'NORTH BANK OF ANVIL WASH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 MQ0426'5-INCH LOGO CAP.
 MQ0426'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0426'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0425 ***********************************************************************
 MQ0425  DESIGNATION -  L 346
 MQ0425  PID         -  MQ0425
 MQ0425  STATE/COUNTY-  WY/SWEETWATER
 MQ0425  USGS QUAD   -  HAYSTACK BUTTES SOUTH (1987)
 MQ0425
 MQ0425                         *CURRENT SURVEY CONTROL
 MQ0425  ___________________________________________________________________
 MQ0425* NAD 83(1986)-  41 07 24.     (N)    109 35 49.     (W)     SCALED    
 MQ0425* NAVD 88     -      1880.421  (meters)    6169.35   (feet)  ADJUSTED  
 MQ0425  ___________________________________________________________________
 MQ0425  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 MQ0425  DYNAMIC HT  -        1878.743 (meters)    6163.84  (feet)  COMP
 MQ0425  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 MQ0425
 MQ0425  VERT ORDER  -  FIRST     CLASS II
 MQ0425
 MQ0425.The horizontal coordinates were scaled from a topographic map and have
 MQ0425.an estimated accuracy of +/- 6 seconds.
 MQ0425
 MQ0425.The orthometric height was determined by differential leveling
 MQ0425.and adjusted by the National Geodetic Survey in June 1991..
 MQ0425
 MQ0425.The geoid height was determined by GEOID03.
 MQ0425
 MQ0425.The dynamic height is computed by dividing the NAVD 88
 MQ0425.geopotential number by the normal gravity value computed on the
 MQ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0425.degrees latitude (g = 980.6199 gals.).
 MQ0425
 MQ0425.The modeled gravity was interpolated from observed gravity values.
 MQ0425
 MQ0425;                    North         East    Units  Estimated Accuracy
 MQ0425;SPC WYWC     -    69,560.      528,880.      MT  (+/- 180 meters Scaled)
 MQ0425
 MQ0425                          SUPERSEDED SURVEY CONTROL
 MQ0425
 MQ0425.No superseded survey control is available for this station.
 MQ0425
 MQ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL177533(NAD 83)
 MQ0425_MARKER: I = METAL ROD
 MQ0425_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MQ0425_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MQ0425_STAMPING: L 346 1984
 MQ0425_MARK LOGO: NGS   
 MQ0425_PROJECTION: FLUSH
 MQ0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0425+STABILITY: POSITION/ELEVATION WELL
 MQ0425_ROD/PIPE-DEPTH: 8.3  meters
 MQ0425_SLEEVE-DEPTH  : 7.6 meters
 MQ0425
 MQ0425  HISTORY     - Date     Condition        Report By
 MQ0425  HISTORY     - 1984     MONUMENTED       NGS
 MQ0425
 MQ0425                          STATION DESCRIPTION
 MQ0425
 MQ0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0425'20.7 KM (12.85 MI) NE FROM MANILA UT.
 MQ0425'20.7 KM (12.85 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0425'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 4.4 KM (2.25 MI) SOUTH
 MQ0425'OF A GRAVELED ROAD LEADING TO SQUAW HOLLOW, 0.7 KM (0.45 MI) NORTH OF
 MQ0425'MILEPOST 35, 0.8 KM (0.5 MI) NORTH OF A TRACK ROAD LEADING WEST, AND
 MQ0425'57.3 M (188.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS
 MQ0425'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0425'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0425'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9033 ***********************************************************************
 AD9033  DESIGNATION -  L 348
 AD9033  PID         -  AD9033
 AD9033  STATE/COUNTY-  WY/CROOK
 AD9033  USGS QUAD   -  SHEPARD RESERVOIR (1984)
 AD9033
 AD9033                         *CURRENT SURVEY CONTROL
 AD9033  ___________________________________________________________________
 AD9033* NAD 83(1986)-  44 52 56.     (N)    104 10 40.     (W)     SCALED    
 AD9033* NAVD 88     -      1067.754  (meters)    3503.12   (feet)  ADJUSTED  
 AD9033  ___________________________________________________________________
 AD9033  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 AD9033  DYNAMIC HT  -        1067.477 (meters)    3502.21  (feet)  COMP
 AD9033  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 AD9033
 AD9033  VERT ORDER  -  FIRST     CLASS II
 AD9033
 AD9033.The horizontal coordinates were scaled from a topographic map and have
 AD9033.an estimated accuracy of +/- 6 seconds.
 AD9033
 AD9033.The orthometric height was determined by differential leveling
 AD9033.and adjusted by the National Geodetic Survey in July 1998..
 AD9033
 AD9033.The geoid height was determined by GEOID03.
 AD9033
 AD9033.The dynamic height is computed by dividing the NAVD 88
 AD9033.geopotential number by the normal gravity value computed on the
 AD9033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9033.degrees latitude (g = 980.6199 gals.).
 AD9033
 AD9033.The modeled gravity was interpolated from observed gravity values.
 AD9033
 AD9033;                    North         East    Units  Estimated Accuracy
 AD9033;SPC WY E     -   487,250.      278,130.      MT  (+/- 180 meters Scaled)
 AD9033
 AD9033                          SUPERSEDED SURVEY CONTROL
 AD9033
 AD9033.No superseded survey control is available for this station.
 AD9033
 AD9033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK649701(NAD 83)
 AD9033_MARKER: I = METAL ROD
 AD9033_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9033_STAMPING: L 348 1995
 AD9033_MARK LOGO: NGS   
 AD9033_PROJECTION: FLUSH
 AD9033_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD9033+STABILITY: POSITION/ELEVATION WELL
 AD9033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9033+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9033_ROD/PIPE-DEPTH: 9.2  meters
 AD9033_SLEEVE-DEPTH  : 7.9 meters
 AD9033
 AD9033  HISTORY     - Date     Condition        Report By
 AD9033  HISTORY     - 1995     MONUMENTED       NGS
 AD9033
 AD9033                          STATION DESCRIPTION
 AD9033
 AD9033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9033'25.1 KM (15.60 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9033'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 29.6 M (97.1 FT)
 AD9033'SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING SOUTHWEST, 21.3 M (69.9
 AD9033'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.2 M (3.9 FT) NORTHEAST OF A
 AD9033'WITNESS POST AND FENCE, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AD9033'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AD9033'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0203 ***********************************************************************
 PV0203  DESIGNATION -  L 35
 PV0203  PID         -  PV0203
 PV0203  STATE/COUNTY-  WY/CAMPBELL
 PV0203  USGS QUAD   -  MOYER SPRINGS (1971)
 PV0203
 PV0203                         *CURRENT SURVEY CONTROL
 PV0203  ___________________________________________________________________
 PV0203* NAD 83(1986)-  44 23 34.     (N)    105 28 39.     (W)     SCALED    
 PV0203* NAVD 88     -      1330.258  (meters)    4364.35   (feet)  POSTED    
 PV0203  ___________________________________________________________________
 PV0203  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0203  DYNAMIC HT  -        1329.740 (meters)    4362.66  (feet)  COMP
 PV0203  MODELED GRAV-     980,185.1   (mgal)                       NAVD 88
 PV0203
 PV0203  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PV0203
 PV0203.The horizontal coordinates were scaled from a topographic map and have
 PV0203.an estimated accuracy of +/- 6 seconds.
 PV0203
 PV0203.The orthometric height was determined by differential leveling
 PV0203.and adjusted by the National Geodetic Survey in 1992..
 PV0203.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PV0203.rate of 2.1 thru 3.0 mm/km.
 PV0203
 PV0203.The geoid height was determined by GEOID03.
 PV0203
 PV0203.The dynamic height is computed by dividing the NAVD 88
 PV0203.geopotential number by the normal gravity value computed on the
 PV0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0203.degrees latitude (g = 980.6199 gals.).
 PV0203
 PV0203.The modeled gravity was interpolated from observed gravity values.
 PV0203
 PV0203;                    North         East    Units  Estimated Accuracy
 PV0203;SPC WY E     -   432,440.      175,240.      MT  (+/- 180 meters Scaled)
 PV0203
 PV0203                          SUPERSEDED SURVEY CONTROL
 PV0203
 PV0203  NGVD 29 (??/??/92) 1329.623  (m)         4362.27   (f) ADJ UNCH    1 2
 PV0203
 PV0203.Superseded values are not recommended for survey control.
 PV0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0203.See file dsdata.txt to determine how the superseded data were derived.
 PV0203
 PV0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK619156(NAD 83)
 PV0203_MARKER: DB = BENCH MARK DISK
 PV0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0203_STAMPING: L 35 1933
 PV0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0203+STABILITY: SURFACE MOTION
 PV0203
 PV0203  HISTORY     - Date     Condition        Report By
 PV0203  HISTORY     - 1933     MONUMENTED       CGS
 PV0203  HISTORY     - 1971     MARK NOT FOUND   USGS
 PV0203  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0203
 PV0203                          STATION DESCRIPTION
 PV0203
 PV0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PV0203'7.4 MI N FROM GILLETTE.
 PV0203'7.4 MILES NORTH ALONG THE GILLETTE-BROADUS ROAD FROM THE CHICAGO,
 PV0203'BURLINGTON AND QUINCY RAILROAD STATION AT GILLETTE, CAMPBELL
 PV0203'COUNTY, AT THE POINT WHERE A BRANCH TELEPHONE LINE LEADS EAST,
 PV0203'51 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 15 FEET SOUTH OF
 PV0203'AN ENTRANCE DRIVE FOR A HOUSE ON THE WEST SIDE OF THE ROAD.  A
 PV0203'STANDARD DISK, STAMPED L 35 1933 AND SET IN THE TOP OF A CONCRETE
 PV0203'POST PROJECTING 6 INCHES ABOVE GROUND.
 PV0203
 PV0203                          STATION RECOVERY (1971)
 PV0203
 PV0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PV0203'MARK NOT FOUND.
 PV0203
 PV0203                          STATION RECOVERY (1985)
 PV0203
 PV0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0203'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0331 ***********************************************************************
 OU0331  DESIGNATION -  L 353
 OU0331  PID         -  OU0331
 OU0331  STATE/COUNTY-  WY/WESTON
 OU0331  USGS QUAD   -  OSAGE (1972)
 OU0331
 OU0331                         *CURRENT SURVEY CONTROL
 OU0331  ___________________________________________________________________
 OU0331* NAD 83(1986)-  43 58 24.     (N)    104 25 12.     (W)     SCALED    
 OU0331* NAVD 88     -      1307.111  (meters)    4288.41   (feet)  ADJUSTED  
 OU0331  ___________________________________________________________________
 OU0331  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 OU0331  DYNAMIC HT  -        1306.551 (meters)    4286.58  (feet)  COMP
 OU0331  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 OU0331
 OU0331  VERT ORDER  -  FIRST     CLASS II
 OU0331
 OU0331.The horizontal coordinates were scaled from a topographic map and have
 OU0331.an estimated accuracy of +/- 6 seconds.
 OU0331
 OU0331.The orthometric height was determined by differential leveling
 OU0331.and adjusted by the National Geodetic Survey in June 1991..
 OU0331
 OU0331.The geoid height was determined by GEOID03.
 OU0331
 OU0331.The dynamic height is computed by dividing the NAVD 88
 OU0331.geopotential number by the normal gravity value computed on the
 OU0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0331.degrees latitude (g = 980.6199 gals.).
 OU0331
 OU0331.The modeled gravity was interpolated from observed gravity values.
 OU0331
 OU0331;                    North         East    Units  Estimated Accuracy
 OU0331;SPC WY E     -   386,060.      259,910.      MT  (+/- 180 meters Scaled)
 OU0331
 OU0331                          SUPERSEDED SURVEY CONTROL
 OU0331
 OU0331.No superseded survey control is available for this station.
 OU0331
 OU0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ465690(NAD 83)
 OU0331_MARKER: I = METAL ROD
 OU0331_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OU0331_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OU0331_STAMPING: L 353 1985
 OU0331_MARK LOGO: NGS   
 OU0331_PROJECTION: FLUSH
 OU0331_MAGNETIC: N = NO MAGNETIC MATERIAL
 OU0331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0331_ROD/PIPE-DEPTH: 10.7 meters
 OU0331_SLEEVE-DEPTH  : 9.7 meters
 OU0331
 OU0331  HISTORY     - Date     Condition        Report By
 OU0331  HISTORY     - 1985     MONUMENTED       NGS
 OU0331  HISTORY     - 19990901 GOOD             WYDT
 OU0331
 OU0331                          STATION DESCRIPTION
 OU0331
 OU0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0331'23.4 KM (14.55 MI) NW FROM NEWCASTLE.
 OU0331'23.45 KM (14.55 MI) NORTHWEST ALONG US HIGHWAY 16 FROM THE COUNTY
 OU0331'COURTHOUSE AT NEWCASTLE, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG A
 OU0331'PAVED ROAD LEADING TO OSAGE, ALSO 22.3 KM (13.9 MI) SOUTHEAST OF
 OU0331'UPTON, AT THE SOUTHWEST END OF A REST AREA, 24.7 METERS (81 FT)
 OU0331'NORTHWEST OF THE CENTER OF THE ROAD, 21.0 METERS (69 FT) SOUTHWEST OF
 OU0331'THE CENTER OF THE SOUTHWEST ENTRANCE ROAD TO THE REST AREA, 2.7 METERS
 OU0331'(9 FT) WEST OF THE NORTHEAST END OF A RIGHT-OF-WAY FENCE AND
 OU0331'1.8 METERS (6 FT) NORTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS
 OU0331'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0331'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 OU0331'THE MARK IS 1.0 M BELOW REST AREA ROAD.
 OU0331
 OU0331                          STATION RECOVERY (1999)
 OU0331
 OU0331'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JET)
 OU0331'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 OU0331'307-777-3819.  THE DESCRIPTION IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0355 ***********************************************************************
 PV0355  DESIGNATION -  L 354
 PV0355  PID         -  PV0355
 PV0355  STATE/COUNTY-  WY/CAMPBELL
 PV0355  USGS QUAD   -  FOUR BAR J RANCH (1971)
 PV0355
 PV0355                         *CURRENT SURVEY CONTROL
 PV0355  ___________________________________________________________________
 PV0355* NAD 83(1986)-  44 09 57.     (N)    105 38 54.     (W)     SCALED    
 PV0355* NAVD 88     -      1484.405  (meters)    4870.09   (feet)  ADJUSTED  
 PV0355  ___________________________________________________________________
 PV0355  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0355  DYNAMIC HT  -        1483.727 (meters)    4867.86  (feet)  COMP
 PV0355  MODELED GRAV-     980,109.4   (mgal)                       NAVD 88
 PV0355
 PV0355  VERT ORDER  -  FIRST     CLASS II
 PV0355
 PV0355.The horizontal coordinates were scaled from a topographic map and have
 PV0355.an estimated accuracy of +/- 6 seconds.
 PV0355
 PV0355.The orthometric height was determined by differential leveling
 PV0355.and adjusted by the National Geodetic Survey in June 1991..
 PV0355
 PV0355.The geoid height was determined by GEOID03.
 PV0355
 PV0355.The dynamic height is computed by dividing the NAVD 88
 PV0355.geopotential number by the normal gravity value computed on the
 PV0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0355.degrees latitude (g = 980.6199 gals.).
 PV0355
 PV0355.The modeled gravity was interpolated from observed gravity values.
 PV0355
 PV0355;                    North         East    Units  Estimated Accuracy
 PV0355;SPC WY E     -   407,290.      161,480.      MT  (+/- 180 meters Scaled)
 PV0355
 PV0355                          SUPERSEDED SURVEY CONTROL
 PV0355
 PV0355  NGVD 29 (06/08/92) 1483.662  (m)         4867.65   (f) ADJUSTED    1 2
 PV0355
 PV0355.Superseded values are not recommended for survey control.
 PV0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0355.See file dsdata.txt to determine how the superseded data were derived.
 PV0355
 PV0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ481904(NAD 83)
 PV0355_MARKER: I = METAL ROD
 PV0355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0355_SP_SET: STAINLESS STEEL ROD
 PV0355_STAMPING: L 354 1985
 PV0355_MARK LOGO: NGS   
 PV0355_PROJECTION: FLUSH
 PV0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0355_ROD/PIPE-DEPTH: 4.6  meters
 PV0355
 PV0355  HISTORY     - Date     Condition        Report By
 PV0355  HISTORY     - 1985     MONUMENTED       NGS
 PV0355
 PV0355                          STATION DESCRIPTION
 PV0355
 PV0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0355'18.0 KM (11.2 MI) SW FROM GILLETTE.
 PV0355'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0355'IN GILLETTE, THENCE 12.67 KM (7.87 MI) SOUTHWEST ALONG STATE HIGHWAY
 PV0355'50, IN THE SOUTH CORNER OF THE Y JUNCTION OF CLARKELEN ROAD LEADING
 PV0355'SOUTH, ON THE INSIDE OF THE SOUTHEAST ONE OF TWO RIGHT ANGLE OFFSETS
 PV0355'IN THE RIGHT OF WAY FENCE, 0.69 KM (0.43 MI) SOUTHWEST OF MILEPOST 12,
 PV0355'29.2 METERS (95.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.4 METERS
 PV0355'(21 FT) SOUTHEAST OF CONCRETE RIGHT OF WAY MARKER FAS 17B 1942,
 PV0355'0. METER (3 FT) NORTHWEST OF THE NORTHEAST-SOUTHWEST PORTION OF THE
 PV0355'FENCE, 0.9 METER (3 FT) SOUTHWEST OF THE SOUTHEAST-NORTHWEST PORTION
 PV0355'THE FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PV0355'CAP.
 PV0355'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0355'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0307 ***********************************************************************
 OU0307  DESIGNATION -  L 355
 OU0307  PID         -  OU0307
 OU0307  STATE/COUNTY-  WY/CAMPBELL
 OU0307  USGS QUAD   -  SAVAGETON (1973)
 OU0307
 OU0307                         *CURRENT SURVEY CONTROL
 OU0307  ___________________________________________________________________
 OU0307* NAD 83(1986)-  43 45 54.     (N)    105 47 07.     (W)     SCALED    
 OU0307* NAVD 88     -      1554.528  (meters)    5100.15   (feet)  ADJUSTED  
 OU0307  ___________________________________________________________________
 OU0307  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0307  DYNAMIC HT  -        1553.694 (meters)    5097.41  (feet)  COMP
 OU0307  MODELED GRAV-     980,027.7   (mgal)                       NAVD 88
 OU0307
 OU0307  VERT ORDER  -  FIRST     CLASS II
 OU0307
 OU0307.The horizontal coordinates were scaled from a topographic map and have
 OU0307.an estimated accuracy of +/- 6 seconds.
 OU0307
 OU0307.The orthometric height was determined by differential leveling
 OU0307.and adjusted by the National Geodetic Survey in June 1991..
 OU0307
 OU0307.The geoid height was determined by GEOID03.
 OU0307
 OU0307.The dynamic height is computed by dividing the NAVD 88
 OU0307.geopotential number by the normal gravity value computed on the
 OU0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0307.degrees latitude (g = 980.6199 gals.).
 OU0307
 OU0307.The modeled gravity was interpolated from observed gravity values.
 OU0307
 OU0307;                    North         East    Units  Estimated Accuracy
 OU0307;SPC WY E     -   362,830.      150,190.      MT  (+/- 180 meters Scaled)
 OU0307
 OU0307                          SUPERSEDED SURVEY CONTROL
 OU0307
 OU0307  NGVD 29 (06/08/92) 1553.716  (m)         5097.48   (f) ADJUSTED    1 2
 OU0307
 OU0307.Superseded values are not recommended for survey control.
 OU0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0307.See file dsdata.txt to determine how the superseded data were derived.
 OU0307
 OU0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ367460(NAD 83)
 OU0307_MARKER: I = METAL ROD
 OU0307_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0307+WITH SETTING: INFORMATION.
 OU0307_SP_SET: SHALLOW-SET METAL ROD
 OU0307_STAMPING: L 355 1985
 OU0307_MARK LOGO: NGS   
 OU0307_PROJECTION: FLUSH
 OU0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0307_ROD/PIPE-DEPTH: 2.7  meters
 OU0307
 OU0307  HISTORY     - Date     Condition        Report By
 OU0307  HISTORY     - 1985     MONUMENTED       NGS
 OU0307
 OU0307                          STATION DESCRIPTION
 OU0307
 OU0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0307'16.6 KM (10.3 MI) NORTH FROM PINE TREE JUNCTION.
 OU0307'16.57 KM (10.30 MI) NORTH ALONG STATE HIGHWAY 50 FROM PINE TREE
 OU0307'JUNCTION, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A GRAVEL ROAD
 OU0307'LEADING WEST TO THE CAMBLIN RANCH, 29.9 METERS (98 FT) WEST OF THE
 OU0307'HIGHWAY CENTERLINE, 11.0 METERS (36 FT) NORTH OF THE CENTER OF THE
 OU0307'ROAD, 10.7 METERS (35 FT) SOUTHEAST OF A GUY WIRED T JUNCTION POWER
 OU0307'POLE, 7.7 METERS (25.2 FT) NORTH OF THE NORTH EDGE OF A STEEL CATTLE
 OU0307'GUARD, 0.5 METER (1.8 FT) NORTH-NORTHEAST OF A BRACED ANGLE IRON POST
 OU0307'IN THE RIGHT OF WAY FENCE AND 0.3 METER (1 FT) EAST OF THE RIGHT OF
 OU0307'WAY FENCE.
 OU0307'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 OU0307'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0271 ***********************************************************************
 OV0271  DESIGNATION -  L 356
 OV0271  PID         -  OV0271
 OV0271  STATE/COUNTY-  WY/JOHNSON
 OV0271  USGS QUAD   -  TAYLOR RANCH (1973)
 OV0271
 OV0271                         *CURRENT SURVEY CONTROL
 OV0271  ___________________________________________________________________
 OV0271* NAD 83(1986)-  43 33 39.     (N)    106 04 14.     (W)     SCALED    
 OV0271* NAVD 88     -      1541.373  (meters)    5056.99   (feet)  ADJUSTED  
 OV0271  ___________________________________________________________________
 OV0271  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 OV0271  DYNAMIC HT  -        1540.504 (meters)    5054.14  (feet)  COMP
 OV0271  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 OV0271
 OV0271  VERT ORDER  -  FIRST     CLASS II
 OV0271
 OV0271.The horizontal coordinates were scaled from a topographic map and have
 OV0271.an estimated accuracy of +/- 6 seconds.
 OV0271
 OV0271.The orthometric height was determined by differential leveling
 OV0271.and adjusted by the National Geodetic Survey in June 1991..
 OV0271
 OV0271.The geoid height was determined by GEOID03.
 OV0271
 OV0271.The dynamic height is computed by dividing the NAVD 88
 OV0271.geopotential number by the normal gravity value computed on the
 OV0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0271.degrees latitude (g = 980.6199 gals.).
 OV0271
 OV0271.The modeled gravity was interpolated from observed gravity values.
 OV0271
 OV0271;                    North         East    Units  Estimated Accuracy
 OV0271;SPC WYEC     -   440,730.      502,020.      MT  (+/- 180 meters Scaled)
 OV0271
 OV0271                          SUPERSEDED SURVEY CONTROL
 OV0271
 OV0271  NGVD 29 (06/08/92) 1540.540  (m)         5054.26   (f) ADJUSTED    1 2
 OV0271
 OV0271.Superseded values are not recommended for survey control.
 OV0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0271.See file dsdata.txt to determine how the superseded data were derived.
 OV0271
 OV0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ135236(NAD 83)
 OV0271_MARKER: I = METAL ROD
 OV0271_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0271_SP_SET: STAINLESS STEEL ROD
 OV0271_STAMPING: L 356 1985
 OV0271_MARK LOGO: NGS   
 OV0271_PROJECTION: FLUSH
 OV0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0271_ROD/PIPE-DEPTH: 4.1  meters
 OV0271
 OV0271  HISTORY     - Date     Condition        Report By
 OV0271  HISTORY     - 1985     MONUMENTED       NGS
 OV0271
 OV0271                          STATION DESCRIPTION
 OV0271
 OV0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0271'24.9 KM (15.5 MI) SW FROM PINT TREE JUNCTION.
 OV0271'24.89 KM (15.47 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM THE
 OV0271'JUNCTION OF STATE HIGHWAY 50 AT PINE TREE JUNCTION, AT THE NORTHEAST
 OV0271'END OF A LONG TALL CUT, 1.28 KM (0.80 MI) WEST OF THE BRIDGE OVER JJ
 OV0271'DRAW, 29.9 METERS (98 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 37.1
 OV0271'METERS (121.8 FT) SOUTHWEST OF THE SOUTHWEST END OF A WIRE GATE IN THE
 OV0271'RIGHT OF WAY FENCE. 22.3 METERS (73 FT) SOUTHEAST OF MILEPOST 116, 8.5
 OV0271'METERS (28 FT) SOUTHWEST OF WYOMING STATE HIGHWAY MARKER 84699.88 AND
 OV0271'0.3 METER (1 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 OV0271'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OV0271'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0391 ***********************************************************************
 PV0391  DESIGNATION -  L 357
 PV0391  PID         -  PV0391
 PV0391  STATE/COUNTY-  WY/CAMPBELL
 PV0391  USGS QUAD   -  WESTON SW (1972)
 PV0391
 PV0391                         *CURRENT SURVEY CONTROL
 PV0391  ___________________________________________________________________
 PV0391* NAD 83(1986)-  44 30 24.     (N)    105 27 13.     (W)     SCALED    
 PV0391* NAVD 88     -      1221.371  (meters)    4007.11   (feet)  ADJUSTED  
 PV0391  ___________________________________________________________________
 PV0391  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0391  DYNAMIC HT  -        1220.937 (meters)    4005.69  (feet)  COMP
 PV0391  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 PV0391
 PV0391  VERT ORDER  -  FIRST     CLASS II
 PV0391
 PV0391.The horizontal coordinates were scaled from a topographic map and have
 PV0391.an estimated accuracy of +/- 6 seconds.
 PV0391
 PV0391.The orthometric height was determined by differential leveling
 PV0391.and adjusted by the National Geodetic Survey in June 1991..
 PV0391
 PV0391.The geoid height was determined by GEOID03.
 PV0391
 PV0391.The dynamic height is computed by dividing the NAVD 88
 PV0391.geopotential number by the normal gravity value computed on the
 PV0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0391.degrees latitude (g = 980.6199 gals.).
 PV0391
 PV0391.The modeled gravity was interpolated from observed gravity values.
 PV0391
 PV0391;                    North         East    Units  Estimated Accuracy
 PV0391;SPC WY E     -   445,090.      177,180.      MT  (+/- 180 meters Scaled)
 PV0391
 PV0391                          SUPERSEDED SURVEY CONTROL
 PV0391
 PV0391.No superseded survey control is available for this station.
 PV0391
 PV0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK639282(NAD 83)
 PV0391_MARKER: I = METAL ROD
 PV0391_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0391_SP_SET: STAINLESS STEEL ROD
 PV0391_STAMPING: L 357 1985
 PV0391_MARK LOGO: NGS   
 PV0391_PROJECTION: FLUSH
 PV0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0391_ROD/PIPE-DEPTH: 7.0  meters
 PV0391
 PV0391  HISTORY     - Date     Condition        Report By
 PV0391  HISTORY     - 1985     MONUMENTED       NGS
 PV0391
 PV0391                          STATION DESCRIPTION
 PV0391
 PV0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0391'30.7 KM (19.1 MI) NORTH FROM GILLETTE.
 PV0391'30.70 KM (19.08 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0391'GILLETTE AVENUE AT GILLETTE, IN THE NORTH CORNER OF THE T JUNCTION OF
 PV0391'A GRAVEL ROAD LEADING NORTHWEST UP BULL CREEK, IN THE CENTER OF AN
 PV0391'IRON PIPE BRACE FOR THE NORTHEAST END OF A WIRE GATE IN THE RIGHT OF
 PV0391'WAY FENCE, 29.9 METERS (98 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 PV0391'100.6 METERS (330 FT) WEST OF MILEPOST 132, 9.8 METERS (32 FT)
 PV0391'NORTHEAST OF THE CENTER OF THE ROAD AND 0.3 METER (1 FT) SOUTHEAST OF
 PV0391'THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PV0391'5-INCH LOGO CAP.
 PV0391'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PV0391'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0411 ***********************************************************************
 PV0411  DESIGNATION -  L 358
 PV0411  PID         -  PV0411
 PV0411  STATE/COUNTY-  WY/CAMPBELL
 PV0411  USGS QUAD   -  FORTIN DRAW (1971)
 PV0411
 PV0411                         *CURRENT SURVEY CONTROL
 PV0411  ___________________________________________________________________
 PV0411* NAD 83(1986)-  44 17 18.     (N)    105 16 56.     (W)     SCALED    
 PV0411* NAVD 88     -      1332.383  (meters)    4371.33   (feet)  ADJUSTED  
 PV0411  ___________________________________________________________________
 PV0411  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 PV0411  DYNAMIC HT  -        1331.845 (meters)    4369.56  (feet)  COMP
 PV0411  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 PV0411
 PV0411  VERT ORDER  -  FIRST     CLASS II
 PV0411
 PV0411.The horizontal coordinates were scaled from a topographic map and have
 PV0411.an estimated accuracy of +/- 6 seconds.
 PV0411
 PV0411.The orthometric height was determined by differential leveling
 PV0411.and adjusted by the National Geodetic Survey in June 1991..
 PV0411
 PV0411.The geoid height was determined by GEOID03.
 PV0411
 PV0411.The dynamic height is computed by dividing the NAVD 88
 PV0411.geopotential number by the normal gravity value computed on the
 PV0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0411.degrees latitude (g = 980.6199 gals.).
 PV0411
 PV0411.The modeled gravity was interpolated from observed gravity values.
 PV0411
 PV0411;                    North         East    Units  Estimated Accuracy
 PV0411;SPC WY E     -   420,790.      190,780.      MT  (+/- 180 meters Scaled)
 PV0411
 PV0411                          SUPERSEDED SURVEY CONTROL
 PV0411
 PV0411.No superseded survey control is available for this station.
 PV0411
 PV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK774039(NAD 83)
 PV0411_MARKER: I = METAL ROD
 PV0411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0411_SP_SET: STAINLESS STEEL ROD
 PV0411_STAMPING: L 358 1985
 PV0411_MARK LOGO: NGS   
 PV0411_PROJECTION: FLUSH
 PV0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0411_ROD/PIPE-DEPTH: 7.3  meters
 PV0411
 PV0411  HISTORY     - Date     Condition        Report By
 PV0411  HISTORY     - 1985     MONUMENTED       NGS
 PV0411
 PV0411                          STATION DESCRIPTION
 PV0411
 PV0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0411'18.0 KM (11.2 MI) EAST FROM GILLETTE.
 PV0411'18.03 KM (11.21 MI) EAST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0411'FROM THE JUNCTION OF GILLETTE AVENUE AT GILLETTE, 0.93 KM (0.58 MI)
 PV0411'EAST OF THE T JUNCTION OF TIMBER CREEK ROAD LEADING SOUTH, 0.21 KM
 PV0411'(0.13 MI) WEST OF MILEPOST 137, 45.1 METERS (148 FT) SOUTH OF THE
 PV0411'HIGHWAY CENTERLINE, 0.6 METER (2 FT) WEST OF A 5-FOOT TALL GILLETTE
 PV0411'WATER DEPARTMENT PIPE REFERENCE MARK 723+97 AND 0.6 METER (2 FT) NORTH
 PV0411'OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PV0411'5-INCH LOGO CAP.
 PV0411'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PV0411'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0312 ***********************************************************************
 PW0312  DESIGNATION -  L 36
 PW0312  PID         -  PW0312
 PW0312  STATE/COUNTY-  WY/WASHAKIE
 PW0312  USGS QUAD   -  WORLAND (1978)
 PW0312
 PW0312                         *CURRENT SURVEY CONTROL
 PW0312  ___________________________________________________________________
 PW0312* NAD 83(1986)-  44 01 17.     (N)    107 53 10.     (W)     SCALED    
 PW0312* NAVD 88     -      1289.268  (meters)    4229.87   (feet)  ADJUSTED  
 PW0312  ___________________________________________________________________
 PW0312  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 PW0312  DYNAMIC HT  -        1288.664 (meters)    4227.89  (feet)  COMP
 PW0312  MODELED GRAV-     980,105.9   (mgal)                       NAVD 88
 PW0312
 PW0312  VERT ORDER  -  FIRST     CLASS II
 PW0312
 PW0312.The horizontal coordinates were scaled from a topographic map and have
 PW0312.an estimated accuracy of +/- 6 seconds.
 PW0312
 PW0312.The orthometric height was determined by differential leveling
 PW0312.and adjusted by the National Geodetic Survey in June 1991..
 PW0312
 PW0312.The geoid height was determined by GEOID03.
 PW0312
 PW0312.The dynamic height is computed by dividing the NAVD 88
 PW0312.geopotential number by the normal gravity value computed on the
 PW0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0312.degrees latitude (g = 980.6199 gals.).
 PW0312
 PW0312.The modeled gravity was interpolated from observed gravity values.
 PW0312
 PW0312;                    North         East    Units  Estimated Accuracy
 PW0312;SPC WYEC     -   491,270.      355,680.      MT  (+/- 180 meters Scaled)
 PW0312
 PW0312                          SUPERSEDED SURVEY CONTROL
 PW0312
 PW0312  NGVD 29 (??/??/92) 1288.483  (m)         4227.30   (f) ADJ UNCH    1 2
 PW0312
 PW0312.Superseded values are not recommended for survey control.
 PW0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0312.See file dsdata.txt to determine how the superseded data were derived.
 PW0312
 PW0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ686782(NAD 83)
 PW0312_MARKER: DB = BENCH MARK DISK
 PW0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0312_STAMPING: L 36 1934
 PW0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0312+STABILITY: SURFACE MOTION
 PW0312
 PW0312  HISTORY     - Date     Condition        Report By
 PW0312  HISTORY     - 1934     MONUMENTED       CGS
 PW0312  HISTORY     - 1967     MARK NOT FOUND   USGS
 PW0312
 PW0312                          STATION DESCRIPTION
 PW0312
 PW0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0312'3.6 MI NE FROM WORLAND.
 PW0312'3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM WORLAND, WASHAKIE
 PW0312'COUNTY, AT THE SOUTH FENCE CORNER OF THE MUNICIPAL AIRPORT, DIRECTLY
 PW0312'OPPOSIT THE PAVILION, 76.3 FEET NORTHEAST OF THE CENTER OF A
 PW0312'GRAVEL-ROAD CROSSING, 42.3 FEET NORTHWEST OF THE CENTERLINE OF THE
 PW0312'HIGHWAY, 2.0 FEET NORTH OF THE CORNER, AND 1.7 FEET NORTHWEST OF THE
 PW0312'PROPERTY LINE.  A STANDARD DISK, STAMPED L 36 1934 AND SET IN THE TOP
 PW0312'OF A CONCRETE POST.
 PW0312
 PW0312                          STATION RECOVERY (1967)
 PW0312
 PW0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0305 ***********************************************************************
 OV0305  DESIGNATION -  L 360
 OV0305  PID         -  OV0305
 OV0305  STATE/COUNTY-  WY/NATRONA
 OV0305  USGS QUAD   -  TEAPOT ROCK (1978)
 OV0305
 OV0305                         *CURRENT SURVEY CONTROL
 OV0305  ___________________________________________________________________
 OV0305* NAD 83(1986)-  43 14 42.     (N)    106 18 50.     (W)     SCALED    
 OV0305* NAVD 88     -      1580.299  (meters)    5184.70   (feet)  ADJUSTED  
 OV0305  ___________________________________________________________________
 OV0305  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 OV0305  DYNAMIC HT  -        1579.370 (meters)    5181.65  (feet)  COMP
 OV0305  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 OV0305
 OV0305  VERT ORDER  -  FIRST     CLASS II
 OV0305
 OV0305.The horizontal coordinates were scaled from a topographic map and have
 OV0305.an estimated accuracy of +/- 6 seconds.
 OV0305
 OV0305.The orthometric height was determined by differential leveling
 OV0305.and adjusted by the National Geodetic Survey in June 1991..
 OV0305
 OV0305.The geoid height was determined by GEOID03.
 OV0305
 OV0305.The dynamic height is computed by dividing the NAVD 88
 OV0305.geopotential number by the normal gravity value computed on the
 OV0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0305.degrees latitude (g = 980.6199 gals.).
 OV0305
 OV0305.The modeled gravity was interpolated from observed gravity values.
 OV0305
 OV0305;                    North         East    Units  Estimated Accuracy
 OV0305;SPC WYEC     -   405,380.      482,790.      MT  (+/- 180 meters Scaled)
 OV0305
 OV0305                          SUPERSEDED SURVEY CONTROL
 OV0305
 OV0305  NGVD 29 (06/08/92) 1579.442  (m)         5181.89   (f) ADJUSTED    1 2
 OV0305
 OV0305.Superseded values are not recommended for survey control.
 OV0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0305.See file dsdata.txt to determine how the superseded data were derived.
 OV0305
 OV0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH933888(NAD 83)
 OV0305_MARKER: I = METAL ROD
 OV0305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0305_SP_SET: STAINLESS STEEL ROD
 OV0305_STAMPING: L 360 1985
 OV0305_MARK LOGO: NGS   
 OV0305_PROJECTION: FLUSH
 OV0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0305_ROD/PIPE-DEPTH: 7.3  meters
 OV0305
 OV0305  HISTORY     - Date     Condition        Report By
 OV0305  HISTORY     - 1985     MONUMENTED       NGS
 OV0305
 OV0305                          STATION DESCRIPTION
 OV0305
 OV0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0305'19.9 KM (12.35 MI) SOUTH FROM MIDWEST.
 OV0305'19.94 KM (12.39 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0305'STATE HIGHWAY 387 AT MIDWEST, IN THE TOP CENTER OF A SHORT LOW CUT,
 OV0305'0.31 KM (0.19 MI) NORTH OF THE NORTH END OF THE BRIDGE OVER TEAPOT
 OV0305'CREEK, 0.36 KM (0.22 MI) SOUTH OF MILEPOST 16, 29.1 METERS (95.5 FT)
 OV0305'EAST OF THE HIGHWAY CENTERLINE AND 0.3 METER (1 FT) WEST OF THE RIGHT
 OV0305'OF WAY FENCE.
 OV0305'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OV0305'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0441 ***********************************************************************
 PV0441  DESIGNATION -  L 361
 PV0441  PID         -  PV0441
 PV0441  STATE/COUNTY-  WY/WESTON
 PV0441  USGS QUAD   -  UPTON EAST (1984)
 PV0441
 PV0441                         *CURRENT SURVEY CONTROL
 PV0441  ___________________________________________________________________
 PV0441* NAD 83(1986)-  44 00 54.     (N)    104 31 09.     (W)     SCALED    
 PV0441* NAVD 88     -      1270.364  (meters)    4167.85   (feet)  ADJUSTED  
 PV0441  ___________________________________________________________________
 PV0441  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0441  DYNAMIC HT  -        1269.841 (meters)    4166.14  (feet)  COMP
 PV0441  MODELED GRAV-     980,162.6   (mgal)                       NAVD 88
 PV0441
 PV0441  VERT ORDER  -  FIRST     CLASS II
 PV0441
 PV0441.The horizontal coordinates were scaled from a topographic map and have
 PV0441.an estimated accuracy of +/- 6 seconds.
 PV0441
 PV0441.The orthometric height was determined by differential leveling
 PV0441.and adjusted by the National Geodetic Survey in June 1991..
 PV0441
 PV0441.The geoid height was determined by GEOID03.
 PV0441
 PV0441.The dynamic height is computed by dividing the NAVD 88
 PV0441.geopotential number by the normal gravity value computed on the
 PV0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0441.degrees latitude (g = 980.6199 gals.).
 PV0441
 PV0441.The modeled gravity was interpolated from observed gravity values.
 PV0441
 PV0441;                    North         East    Units  Estimated Accuracy
 PV0441;SPC WY E     -   390,620.      251,920.      MT  (+/- 180 meters Scaled)
 PV0441
 PV0441                          SUPERSEDED SURVEY CONTROL
 PV0441
 PV0441.No superseded survey control is available for this station.
 PV0441
 PV0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ385736(NAD 83)
 PV0441_MARKER: I = METAL ROD
 PV0441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0441_SP_SET: STAINLESS STEEL ROD
 PV0441_STAMPING: L 361 1985
 PV0441_MARK LOGO: NGS   
 PV0441_PROJECTION: FLUSH
 PV0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0441_ROD/PIPE-DEPTH: 4.2  meters
 PV0441
 PV0441  HISTORY     - Date     Condition        Report By
 PV0441  HISTORY     - 1985     MONUMENTED       NGS
 PV0441
 PV0441                          STATION DESCRIPTION
 PV0441
 PV0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0441'13.0 KM (8.1 MI) SE FROM UPTON.
 PV0441'13.05 KM (8.15 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0441'UPTON, 1.45 KM (0.9 MI) NORTHWEST OF THE CROSSING OF TURNER CREEK,
 PV0441'44.5 METERS (146 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 40.4 METERS
 PV0441'(132.5 FT) SOUTH OF MILEPOST 228, 0.9 METER (3 FT) SOUTHEAST OF THE
 PV0441'NORTHWEST END OF A WOODEN RIGHT OF WAY FENCE BRACE AND 0.3 METER (1
 PV0441'FT) NORTHEAST OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 PV0441'HAD THROUGH A 5-INCH LOGO CAP.
 PV0441'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 PV0441'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0349 ***********************************************************************
 OU0349  DESIGNATION -  L 362
 OU0349  PID         -  OU0349
 OU0349  STATE/COUNTY-  WY/WESTON
 OU0349  USGS QUAD   -  OWENS (1951)
 OU0349
 OU0349                         *CURRENT SURVEY CONTROL
 OU0349  ___________________________________________________________________
 OU0349* NAD 83(1986)-  43 43 41.     (N)    104 09 01.     (W)     SCALED    
 OU0349* NAVD 88     -      1239.619  (meters)    4066.98   (feet)  ADJUSTED  
 OU0349  ___________________________________________________________________
 OU0349  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 OU0349  DYNAMIC HT  -        1239.075 (meters)    4065.20  (feet)  COMP
 OU0349  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 OU0349
 OU0349  VERT ORDER  -  FIRST     CLASS II
 OU0349
 OU0349.The horizontal coordinates were scaled from a topographic map and have
 OU0349.an estimated accuracy of +/- 6 seconds.
 OU0349
 OU0349.The orthometric height was determined by differential leveling
 OU0349.and adjusted by the National Geodetic Survey in June 1991..
 OU0349
 OU0349.The geoid height was determined by GEOID03.
 OU0349
 OU0349.The dynamic height is computed by dividing the NAVD 88
 OU0349.geopotential number by the normal gravity value computed on the
 OU0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0349.degrees latitude (g = 980.6199 gals.).
 OU0349
 OU0349.The modeled gravity was interpolated from observed gravity values.
 OU0349
 OU0349;                    North         East    Units  Estimated Accuracy
 OU0349;SPC WY E     -   359,040.      281,890.      MT  (+/- 180 meters Scaled)
 OU0349
 OU0349                          SUPERSEDED SURVEY CONTROL
 OU0349
 OU0349.No superseded survey control is available for this station.
 OU0349
 OU0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ684420(NAD 83)
 OU0349_MARKER: I = METAL ROD
 OU0349_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0349_SP_SET: STAINLESS STEEL ROD
 OU0349_STAMPING: L 362 1985
 OU0349_MARK LOGO: NGS   
 OU0349_PROJECTION: FLUSH
 OU0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0349_ROD/PIPE-DEPTH: 3.3  meters
 OU0349
 OU0349  HISTORY     - Date     Condition        Report By
 OU0349  HISTORY     - 1985     MONUMENTED       NGS
 OU0349
 OU0349                          STATION DESCRIPTION
 OU0349
 OU0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0349'14.5 KM (9.0 MI) SOUTH FROM NEWCASTLE.
 OU0349'14.55 KM (9.1 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0349'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0349'NEWCASTLE, 0.65 KM (0.4 MI) SOUTHEAST OF THE Y JUNCTION OF A PRIVATE
 OU0349'ROAD LEADING TO THE FERN PORTERS RANCH, 15.2 METERS (50 FT) SOUTHWEST
 OU0349'OF THE HIGHWAY CENTERLINE, 11.6 METERS (38 FT) NORTHWEST OF THE
 OU0349'NORTHWEST END OF A WIRE GATE AND 0.3 METER (1 FT) NORTHEAST OF A
 OU0349'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OU0349'5-INCH LOGO CAP.
 OU0349'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OU0349'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0326 ***********************************************************************
 NR0326  DESIGNATION -  L 364
 NR0326  PID         -  NR0326
 NR0326  STATE/COUNTY-  WY/NATRONA
 NR0326  USGS QUAD   -  THE REEFS (1984)
 NR0326
 NR0326                         *CURRENT SURVEY CONTROL
 NR0326  ___________________________________________________________________
 NR0326* NAD 83(1986)-  42 55 33.     (N)    106 20 09.     (W)     SCALED    
 NR0326* NAVD 88     -      1629.055  (meters)    5344.66   (feet)  ADJUSTED  
 NR0326  ___________________________________________________________________
 NR0326  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 NR0326  DYNAMIC HT  -        1628.034 (meters)    5341.31  (feet)  COMP
 NR0326  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 NR0326
 NR0326  VERT ORDER  -  FIRST     CLASS II
 NR0326
 NR0326.The horizontal coordinates were scaled from a topographic map and have
 NR0326.an estimated accuracy of +/- 6 seconds.
 NR0326
 NR0326.The orthometric height was determined by differential leveling
 NR0326.and adjusted by the National Geodetic Survey in June 1991..
 NR0326
 NR0326.The geoid height was determined by GEOID03.
 NR0326
 NR0326.The dynamic height is computed by dividing the NAVD 88
 NR0326.geopotential number by the normal gravity value computed on the
 NR0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0326.degrees latitude (g = 980.6199 gals.).
 NR0326
 NR0326.The modeled gravity was interpolated from observed gravity values.
 NR0326
 NR0326;                    North         East    Units  Estimated Accuracy
 NR0326;SPC WYEC     -   369,900.      481,430.      MT  (+/- 180 meters Scaled)
 NR0326
 NR0326                          SUPERSEDED SURVEY CONTROL
 NR0326
 NR0326  NGVD 29 (06/08/92) 1628.173  (m)         5341.76   (f) ADJUSTED    1 2
 NR0326
 NR0326.Superseded values are not recommended for survey control.
 NR0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0326.See file dsdata.txt to determine how the superseded data were derived.
 NR0326
 NR0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH909534(NAD 83)
 NR0326_MARKER: I = METAL ROD
 NR0326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0326_SP_SET: STAINLESS STEEL ROD
 NR0326_STAMPING: L 364 1985
 NR0326_MARK LOGO: NGS   
 NR0326_PROJECTION: FLUSH
 NR0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0326_ROD/PIPE-DEPTH: 7.3  meters
 NR0326
 NR0326  HISTORY     - Date     Condition        Report By
 NR0326  HISTORY     - 1985     MONUMENTED       NGS
 NR0326  HISTORY     - 19920825 GOOD             USPSQD
 NR0326
 NR0326                          STATION DESCRIPTION
 NR0326
 NR0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NR0326'9.1 KM (5.65 MI) NORTH FROM CASPER.
 NR0326'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 NR0326'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 NR0326'3.14 KM (1.95 MI) NORTH ALONG THE I 25 SERVICE ROAD, IN THE CENTER OF
 NR0326'A DOUBLE WOODEN POST BRACE IN THE RIGHT OF WAY FENCE, 8.2 METERS (27
 NR0326'FT) EAST OF THE CENTER OF THE ROAD, 41.8 METERS (137 FT) WEST OF THE
 NR0326'CENTER OF THE SOUTH BOUND I 25 LANES, 45.4 METERS (149 FT) SOUTHEAST
 NR0326'OF POWER POLE 090201 AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY
 NR0326'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NR0326'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NR0326'THE MARK IS 0.5 M BELOW THE ROAD.
 NR0326
 NR0326                          STATION RECOVERY (1992)
 NR0326
 NR0326'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 NR0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1014 ***********************************************************************
 PY1014  DESIGNATION -  L 365
 PY1014  PID         -  PY1014
 PY1014  STATE/COUNTY-  WY/PARK
 PY1014  USGS QUAD   -  MAMMOTH (1986)
 PY1014
 PY1014                         *CURRENT SURVEY CONTROL
 PY1014  ___________________________________________________________________
 PY1014* NAD 83(1986)-  44 56 32.     (N)    110 38 29.     (W)     SCALED    
 PY1014* NAVD 88     -      2011.007  (meters)    6597.78   (feet)  ADJUSTED  
 PY1014  ___________________________________________________________________
 PY1014  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY1014  DYNAMIC HT  -        2009.907 (meters)    6594.17  (feet)  COMP
 PY1014  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 PY1014
 PY1014  VERT ORDER  -  FIRST     CLASS II
 PY1014
 PY1014.The horizontal coordinates were scaled from a topographic map and have
 PY1014.an estimated accuracy of +/- 6 seconds.
 PY1014
 PY1014.The orthometric height was determined by differential leveling
 PY1014.and adjusted by the National Geodetic Survey in June 1991..
 PY1014
 PY1014.The geoid height was determined by GEOID03.
 PY1014
 PY1014.The dynamic height is computed by dividing the NAVD 88
 PY1014.geopotential number by the normal gravity value computed on the
 PY1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1014.degrees latitude (g = 980.6199 gals.).
 PY1014
 PY1014.The modeled gravity was interpolated from observed gravity values.
 PY1014
 PY1014;                    North         East    Units  Estimated Accuracy
 PY1014;SPC WYWC     -   495,190.      450,730.      MT  (+/- 180 meters Scaled)
 PY1014
 PY1014                          SUPERSEDED SURVEY CONTROL
 PY1014
 PY1014  NGVD 29 (08/20/92) 2009.749  (m)         6593.65   (f) ADJUSTED    1 2
 PY1014
 PY1014.Superseded values are not recommended for survey control.
 PY1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1014.See file dsdata.txt to determine how the superseded data were derived.
 PY1014
 PY1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ282765(NAD 83)
 PY1014_MARKER: DB = BENCH MARK DISK
 PY1014_SETTING: 66 = SET IN ROCK OUTCROP
 PY1014_SP_SET: BEDROCK
 PY1014_STAMPING: L 365 1987
 PY1014_MARK LOGO: NGS   
 PY1014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1014+STABILITY: POSITION/ELEVATION WELL
 PY1014
 PY1014  HISTORY     - Date     Condition        Report By
 PY1014  HISTORY     - 1987     MONUMENTED       NGS
 PY1014
 PY1014                          STATION DESCRIPTION
 PY1014
 PY1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1014'6.6 KM (4.10 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1014'6.6 KM (4.10 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1014'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, NEAR THE
 PY1014'NORTHWEST OF AN EXPOSED AREA OF BEDROCK IN A SMALL HIGHWAY CUT, 33.2
 PY1014'M (108.9 FT) WEST OF THE SOUTHWEAST END OF A PAVED PARKING AREA FOR
 PY1014'UNDINE FALLS, 6.8 M (22.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 PY1014'CUT, AND 5.9 M (19.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY1014'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0993 ***********************************************************************
 PY0993  DESIGNATION -  L 366
 PY0993  PID         -  PY0993
 PY0993  STATE/COUNTY-  WY/PARK
 PY0993  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0993
 PY0993                         *CURRENT SURVEY CONTROL
 PY0993  ___________________________________________________________________
 PY0993* NAD 83(1986)-  44 50 11.     (N)    110 26 34.     (W)     SCALED    
 PY0993* NAVD 88     -      2522.483  (meters)    8275.85   (feet)  ADJUSTED  
 PY0993  ___________________________________________________________________
 PY0993  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0993  DYNAMIC HT  -        2520.833 (meters)    8270.43  (feet)  COMP
 PY0993  MODELED GRAV-     979,871.2   (mgal)                       NAVD 88
 PY0993
 PY0993  VERT ORDER  -  FIRST     CLASS II
 PY0993
 PY0993.The horizontal coordinates were scaled from a topographic map and have
 PY0993.an estimated accuracy of +/- 6 seconds.
 PY0993
 PY0993.The orthometric height was determined by differential leveling
 PY0993.and adjusted by the National Geodetic Survey in June 1991..
 PY0993
 PY0993.The geoid height was determined by GEOID03.
 PY0993
 PY0993.The dynamic height is computed by dividing the NAVD 88
 PY0993.geopotential number by the normal gravity value computed on the
 PY0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0993.degrees latitude (g = 980.6199 gals.).
 PY0993
 PY0993.The modeled gravity was interpolated from observed gravity values.
 PY0993
 PY0993;                    North         East    Units  Estimated Accuracy
 PY0993;SPC WYWC     -   483,080.      466,160.      MT  (+/- 180 meters Scaled)
 PY0993
 PY0993                          SUPERSEDED SURVEY CONTROL
 PY0993
 PY0993  NGVD 29 (08/20/92) 2521.060  (m)         8271.18   (f) ADJUSTED    1 2
 PY0993
 PY0993.Superseded values are not recommended for survey control.
 PY0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0993.See file dsdata.txt to determine how the superseded data were derived.
 PY0993
 PY0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ440649(NAD 83)
 PY0993_MARKER: DB = BENCH MARK DISK
 PY0993_SETTING: 66 = SET IN ROCK OUTCROP
 PY0993_SP_SET: BEDROCK
 PY0993_STAMPING: L 366 1987
 PY0993_MARK LOGO: NGS   
 PY0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0993+STABILITY: POSITION/ELEVATION WELL
 PY0993
 PY0993  HISTORY     - Date     Condition        Report By
 PY0993  HISTORY     - 1987     MONUMENTED       NGS
 PY0993
 PY0993                          STATION DESCRIPTION
 PY0993
 PY0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0993'14.7 KM (9.15 MI) SOUTH FROM TOWER JUNCTION.
 PY0993'14.7 KM (9.15 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0993'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE CENTER OF
 PY0993'A 4 BY 12 FOOT AREA OF OUTCROPPING BEDROCK, 8.4 M (27.6 FT) EAST OF
 PY0993'THE CENTERLINE OF THE HIGHWAY, AND 6.3 M (20.7 FT) SOUTH OF THE NORTH
 PY0993'END OF THE OUTCROP.
 PY0993'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0791 ***********************************************************************
 PY0791  DESIGNATION -  L 367
 PY0791  PID         -  PY0791
 PY0791  STATE/COUNTY-  WY/TETON
 PY0791  USGS QUAD   -  CRAIG PASS (1986)
 PY0791
 PY0791                         *CURRENT SURVEY CONTROL
 PY0791  ___________________________________________________________________
 PY0791* NAD 83(1986)-  44 26 32.     (N)    110 43 05.     (W)     SCALED    
 PY0791* NAVD 88     -      2520.433  (meters)    8269.12   (feet)  ADJUSTED  
 PY0791  ___________________________________________________________________
 PY0791  GEOID HEIGHT-          -8.79  (meters)                     GEOID03
 PY0791  DYNAMIC HT  -        2518.697 (meters)    8263.43  (feet)  COMP
 PY0791  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 PY0791
 PY0791  VERT ORDER  -  FIRST     CLASS II
 PY0791
 PY0791.The horizontal coordinates were scaled from a topographic map and have
 PY0791.an estimated accuracy of +/- 6 seconds.
 PY0791
 PY0791.The orthometric height was determined by differential leveling
 PY0791.and adjusted by the National Geodetic Survey in June 1991..
 PY0791
 PY0791.The geoid height was determined by GEOID03.
 PY0791
 PY0791.The dynamic height is computed by dividing the NAVD 88
 PY0791.geopotential number by the normal gravity value computed on the
 PY0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0791.degrees latitude (g = 980.6199 gals.).
 PY0791
 PY0791.The modeled gravity was interpolated from observed gravity values.
 PY0791
 PY0791;                    North         East    Units  Estimated Accuracy
 PY0791;SPC WY W     -   538,080.      749,470.      MT  (+/- 180 meters Scaled)
 PY0791
 PY0791                          SUPERSEDED SURVEY CONTROL
 PY0791
 PY0791  NGVD 29 (08/20/92) 2519.017  (m)         8264.47   (f) ADJUSTED    1 2
 PY0791
 PY0791.Superseded values are not recommended for survey control.
 PY0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0791.See file dsdata.txt to determine how the superseded data were derived.
 PY0791
 PY0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ224210(NAD 83)
 PY0791_MARKER: DB = BENCH MARK DISK
 PY0791_SETTING: 66 = SET IN ROCK OUTCROP
 PY0791_SP_SET: BEDROCK
 PY0791_STAMPING: L 367 1987
 PY0791_MARK LOGO: NGS   
 PY0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0791+STABILITY: POSITION/ELEVATION WELL
 PY0791
 PY0791  HISTORY     - Date     Condition        Report By
 PY0791  HISTORY     - 1987     MONUMENTED       NGS
 PY0791
 PY0791                          STATION DESCRIPTION
 PY0791
 PY0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0791'15.8 KM (9.80 MI) NW FROM WEST THUMB.
 PY0791'15.8 KM (9.80 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0791'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0791'THUMB, NEAR THE SOUTH END OF A ROCK LEDGE AT THE NORTHEAST END OF A
 PY0791'HIGHWAY PULLOUT, 18.2 M (59.7 FT) NORTHWEST OF THE CENTERLINE OF THE
 PY0791'HIGHWAY, 6.6 M (21.7 FT) NORTHEAST OF A GARBAGE CAN PEDISTAL, AND 5.1
 PY0791'M (16.7 FT) NORTH OF THE CENTER OF A WALKWAY.
 PY0791'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1056 ***********************************************************************
 PY1056  DESIGNATION -  L 368
 PY1056  PID         -  PY1056
 PY1056  STATE/COUNTY-  WY/PARK
 PY1056  USGS QUAD   -  OPAL CREEK (1989)
 PY1056
 PY1056                         *CURRENT SURVEY CONTROL
 PY1056  ___________________________________________________________________
 PY1056* NAD 83(1986)-  44 52 14.     (N)    110 11 44.     (W)     SCALED    
 PY1056* NAVD 88     -      2008.017  (meters)    6587.97   (feet)  ADJUSTED  
 PY1056  ___________________________________________________________________
 PY1056  GEOID HEIGHT-          -8.03  (meters)                     GEOID03
 PY1056  DYNAMIC HT  -        2006.907 (meters)    6584.33  (feet)  COMP
 PY1056  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 PY1056
 PY1056  VERT ORDER  -  FIRST     CLASS II
 PY1056
 PY1056.The horizontal coordinates were scaled from a topographic map and have
 PY1056.an estimated accuracy of +/- 6 seconds.
 PY1056
 PY1056.The orthometric height was determined by differential leveling
 PY1056.and adjusted by the National Geodetic Survey in June 1991..
 PY1056
 PY1056.The geoid height was determined by GEOID03.
 PY1056
 PY1056.The dynamic height is computed by dividing the NAVD 88
 PY1056.geopotential number by the normal gravity value computed on the
 PY1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1056.degrees latitude (g = 980.6199 gals.).
 PY1056
 PY1056.The modeled gravity was interpolated from observed gravity values.
 PY1056
 PY1056;                    North         East    Units  Estimated Accuracy
 PY1056;SPC WYWC     -   486,500.      485,770.      MT  (+/- 180 meters Scaled)
 PY1056
 PY1056                          SUPERSEDED SURVEY CONTROL
 PY1056
 PY1056  NGVD 29 (08/20/92) 2006.762  (m)         6583.85   (f) ADJUSTED    1 2
 PY1056
 PY1056.Superseded values are not recommended for survey control.
 PY1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1056.See file dsdata.txt to determine how the superseded data were derived.
 PY1056
 PY1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ635688(NAD 83)
 PY1056_MARKER: DB = BENCH MARK DISK
 PY1056_SETTING: 66 = SET IN ROCK OUTCROP
 PY1056_SP_SET: BEDROCK
 PY1056_STAMPING: L 368 1987
 PY1056_MARK LOGO: NGS   
 PY1056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1056+STABILITY: POSITION/ELEVATION WELL
 PY1056
 PY1056  HISTORY     - Date     Condition        Report By
 PY1056  HISTORY     - 1987     MONUMENTED       NGS
 PY1056
 PY1056                          STATION DESCRIPTION
 PY1056
 PY1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1056'21.6 KM (13.40 MI) EAST FROM TOWER JUNCTION.
 PY1056'21.6 KM (13.40 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1056'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, NEAR THE
 PY1056'WEST END OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AT THE WEST
 PY1056'END OF A CURVE, 87.0 M (285.4 FT) EAST OF THE WEST END OF A
 PY1056'GUARDRAIL, 20.0 M (65.6 FT) EAST OF THE WEST END OF THE CUT, AND 5.3
 PY1056'M (17.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PY1056'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0900 ***********************************************************************
 PY0900  DESIGNATION -  L 369
 PY0900  PID         -  PY0900
 PY0900  STATE/COUNTY-  WY/PARK
 PY0900  USGS QUAD   -  SYLVAN LAKE (1991)
 PY0900
 PY0900                         *CURRENT SURVEY CONTROL
 PY0900  ___________________________________________________________________
 PY0900* NAD 83(1986)-  44 29 06.     (N)    110 10 03.     (W)     SCALED    
 PY0900* NAVD 88     -      2549.900  (meters)    8365.80   (feet)  ADJUSTED  
 PY0900  ___________________________________________________________________
 PY0900  GEOID HEIGHT-          -7.75  (meters)                     GEOID03
 PY0900  DYNAMIC HT  -        2548.197 (meters)    8360.21  (feet)  COMP
 PY0900  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 PY0900
 PY0900  VERT ORDER  -  FIRST     CLASS II
 PY0900
 PY0900.The horizontal coordinates were scaled from a topographic map and have
 PY0900.an estimated accuracy of +/- 6 seconds.
 PY0900
 PY0900.The orthometric height was determined by differential leveling
 PY0900.and adjusted by the National Geodetic Survey in June 1991..
 PY0900
 PY0900.The geoid height was determined by GEOID03.
 PY0900
 PY0900.The dynamic height is computed by dividing the NAVD 88
 PY0900.geopotential number by the normal gravity value computed on the
 PY0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0900.degrees latitude (g = 980.6199 gals.).
 PY0900
 PY0900.The modeled gravity was interpolated from observed gravity values.
 PY0900
 PY0900;                    North         East    Units  Estimated Accuracy
 PY0900;SPC WYWC     -   443,620.      487,250.      MT  (+/- 180 meters Scaled)
 PY0900
 PY0900                          SUPERSEDED SURVEY CONTROL
 PY0900
 PY0900  NGVD 29 (08/20/92) 2548.576  (m)         8361.45   (f) ADJUSTED    1 2
 PY0900
 PY0900.Superseded values are not recommended for survey control.
 PY0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0900.See file dsdata.txt to determine how the superseded data were derived.
 PY0900
 PY0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ661260(NAD 83)
 PY0900_MARKER: I = METAL ROD
 PY0900_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY0900+WITH SETTING: INFORMATION.
 PY0900_SP_SET: SHALLOW-SET METAL ROD
 PY0900_STAMPING: L 369 1987
 PY0900_MARK LOGO: NGS   
 PY0900_PROJECTION: PROJECTING 20 CENTIMETERS
 PY0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0900_ROD/PIPE-DEPTH: 1.2  meters
 PY0900
 PY0900  HISTORY     - Date     Condition        Report By
 PY0900  HISTORY     - 1987     MONUMENTED       NGS
 PY0900
 PY0900                          STATION DESCRIPTION
 PY0900
 PY0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0900'26.7 KM (16.60 MI) SE FROM LAKE JUNCTION.
 PY0900'26.7 KM (16.60 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0900'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, AT A
 PY0900'HIGHWAY PULLOUT, AND 22.8 M (74.8 FT) SOUTHWEST OF THE CENTERLINE OF
 PY0900'THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PY0900'LOGO CAP.
 PY0900'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0294 ***********************************************************************
 PW0294  DESIGNATION -  L 37
 PW0294  PID         -  PW0294
 PW0294  STATE/COUNTY-  WY/WASHAKIE
 PW0294  USGS QUAD   -  MEADOWLARK LAKE (1993)
 PW0294
 PW0294                         *CURRENT SURVEY CONTROL
 PW0294  ___________________________________________________________________
 PW0294* NAD 83(1986)-  44 10 28.     (N)    107 13 23.     (W)     SCALED    
 PW0294* NAVD 88     -      2578.030  (meters)    8458.09   (feet)  ADJUSTED  
 PW0294  ___________________________________________________________________
 PW0294  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 PW0294  DYNAMIC HT  -        2576.446 (meters)    8452.89  (feet)  COMP
 PW0294  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 PW0294
 PW0294  VERT ORDER  -  FIRST     CLASS II
 PW0294
 PW0294.The horizontal coordinates were scaled from a topographic map and have
 PW0294.an estimated accuracy of +/- 6 seconds.
 PW0294
 PW0294.The orthometric height was determined by differential leveling
 PW0294.and adjusted by the National Geodetic Survey in June 1991..
 PW0294
 PW0294.The geoid height was determined by GEOID03.
 PW0294
 PW0294.The dynamic height is computed by dividing the NAVD 88
 PW0294.geopotential number by the normal gravity value computed on the
 PW0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0294.degrees latitude (g = 980.6199 gals.).
 PW0294
 PW0294.The modeled gravity was interpolated from observed gravity values.
 PW0294
 PW0294;                    North         East    Units  Estimated Accuracy
 PW0294;SPC WYEC     -   508,140.      408,820.      MT  (+/- 180 meters Scaled)
 PW0294
 PW0294                          SUPERSEDED SURVEY CONTROL
 PW0294
 PW0294  NGVD 29 (??/??/92) 2577.052  (m)         8454.88   (f) ADJ UNCH    1 2
 PW0294
 PW0294.Superseded values are not recommended for survey control.
 PW0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0294.See file dsdata.txt to determine how the superseded data were derived.
 PW0294
 PW0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ222936(NAD 83)
 PW0294_MARKER: DB = BENCH MARK DISK
 PW0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0294_STAMPING: L 37 1934
 PW0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0294+STABILITY: SURFACE MOTION
 PW0294
 PW0294  HISTORY     - Date     Condition        Report By
 PW0294  HISTORY     - 1934     MONUMENTED       CGS
 PW0294  HISTORY     - 1967     MARK NOT FOUND   USGS
 PW0294
 PW0294                          STATION DESCRIPTION
 PW0294
 PW0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0294'19.7 MI NE FROM TEN SLEEP.
 PW0294'19.7 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0294'COUNTY, AT THE WEST EDGE OF A LARGE LEVEL MEADOW, 48.5 FEET NORTHWEST
 PW0294'OF THE CENTER OF THE INTERSECTION WITH THE ROAD LEADING TO EAST TEN
 PW0294'SLEEP LAKE, 24.7 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 49.8
 PW0294'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PW0294'L 37 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM MAY BE
 PW0294'UNDER WATER.
 PW0294
 PW0294                          STATION RECOVERY (1967)
 PW0294
 PW0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0631 ***********************************************************************
 PV0631  DESIGNATION -  L 370
 PV0631  PID         -  PV0631
 PV0631  STATE/COUNTY-  WY/CROOK
 PV0631  USGS QUAD   -  SUNDANCE EAST (1984)
 PV0631
 PV0631                         *CURRENT SURVEY CONTROL
 PV0631  ___________________________________________________________________
 PV0631* NAD 83(1986)-  44 26 19.     (N)    104 17 41.     (W)     SCALED    
 PV0631* NAVD 88     -      1364.093  (meters)    4475.36   (feet)  ADJUSTED  
 PV0631  ___________________________________________________________________
 PV0631  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 PV0631  DYNAMIC HT  -        1363.582 (meters)    4473.69  (feet)  COMP
 PV0631  MODELED GRAV-     980,194.7   (mgal)                       NAVD 88
 PV0631
 PV0631  VERT ORDER  -  FIRST     CLASS II
 PV0631
 PV0631.The horizontal coordinates were scaled from a topographic map and have
 PV0631.an estimated accuracy of +/- 6 seconds.
 PV0631
 PV0631.The orthometric height was determined by differential leveling
 PV0631.and adjusted by the National Geodetic Survey in September 1993..
 PV0631
 PV0631.The geoid height was determined by GEOID03.
 PV0631
 PV0631.The dynamic height is computed by dividing the NAVD 88
 PV0631.geopotential number by the normal gravity value computed on the
 PV0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0631.degrees latitude (g = 980.6199 gals.).
 PV0631
 PV0631.The modeled gravity was interpolated from observed gravity values.
 PV0631
 PV0631;                    North         East    Units  Estimated Accuracy
 PV0631;SPC WY E     -   437,850.      269,410.      MT  (+/- 180 meters Scaled)
 PV0631
 PV0631                          SUPERSEDED SURVEY CONTROL
 PV0631
 PV0631.No superseded survey control is available for this station.
 PV0631
 PV0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK561208(NAD 83)
 PV0631_MARKER: DV = VERTICAL CONTROL DISK
 PV0631_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0631_SP_SET: PIER
 PV0631_STAMPING: L 370 1991
 PV0631_MARK LOGO: NGS   
 PV0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0631+STABILITY: POSITION/ELEVATION WELL
 PV0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0631+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0631
 PV0631  HISTORY     - Date     Condition        Report By
 PV0631  HISTORY     - 1991     MONUMENTED       NGS
 PV0631
 PV0631                          STATION DESCRIPTION
 PV0631
 PV0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0631'7.7 KM (4.80 MI) EASTERLY ALONG CLEVELAND STREET AND AN INTERSTATE
 PV0631'HIGHWAY 90 FRONTAGE ROAD FROM THE COURTHOUSE IN SUNDANCE, SET
 PV0631'VERTICALLY IN THE NORTHEAST FACE OF THE CENTER 1 OF 3 CONCRETE
 PV0631'COLUMNS OF THE MOST SOUTHWESTERLY PIER OF THE WESTBOUND INTERSTATE
 PV0631'HIGHWAY 90 OVERPASS (LETTERED DAQ) OF MOSKEE ROAD, 161.0 M (528.2 FT)
 PV0631'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.8 M (28.9 FT) SOUTHWEST
 PV0631'OF THE CENTERLINE OF THE ROAD, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF
 PV0631'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0585 ***********************************************************************
 MR0585  DESIGNATION -  L 371
 MR0585  PID         -  MR0585
 MR0585  STATE/COUNTY-  WY/UINTA
 MR0585  USGS QUAD   -  MURPHY RIDGE (1991)
 MR0585
 MR0585                         *CURRENT SURVEY CONTROL
 MR0585  ___________________________________________________________________
 MR0585* NAD 83(1986)-  41 15 35.     (N)    111 00 13.     (W)     SCALED    
 MR0585* NAVD 88     -      2044.497  (meters)    6707.65   (feet)  ADJUSTED  
 MR0585  ___________________________________________________________________
 MR0585  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 MR0585  DYNAMIC HT  -        2042.614 (meters)    6701.48  (feet)  COMP
 MR0585  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 MR0585
 MR0585  VERT ORDER  -  FIRST     CLASS II
 MR0585
 MR0585.The horizontal coordinates were scaled from a topographic map and have
 MR0585.an estimated accuracy of +/- 6 seconds.
 MR0585
 MR0585.The orthometric height was determined by differential leveling
 MR0585.and adjusted by the National Geodetic Survey in June 1991..
 MR0585
 MR0585.The geoid height was determined by GEOID03.
 MR0585
 MR0585.The dynamic height is computed by dividing the NAVD 88
 MR0585.geopotential number by the normal gravity value computed on the
 MR0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0585.degrees latitude (g = 980.6199 gals.).
 MR0585
 MR0585.The modeled gravity was interpolated from observed gravity values.
 MR0585
 MR0585;                    North         East    Units  Estimated Accuracy
 MR0585;SPC WY W     -   184,770.      722,880.      MT  (+/- 180 meters Scaled)
 MR0585
 MR0585                          SUPERSEDED SURVEY CONTROL
 MR0585
 MR0585  NGVD 29 (06/08/92) 2043.193  (m)         6703.38   (f) ADJUSTED    1 2
 MR0585
 MR0585.Superseded values are not recommended for survey control.
 MR0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0585.See file dsdata.txt to determine how the superseded data were derived.
 MR0585
 MR0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL996675(NAD 83)
 MR0585_MARKER: I = METAL ROD
 MR0585_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MR0585+WITH SETTING: INFORMATION.
 MR0585_SP_SET: SHALLOW SET METAL ROD
 MR0585_STAMPING: L 371 1983
 MR0585_MARK LOGO: NGS   
 MR0585_PROJECTION: FLUSH
 MR0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0585_ROD/PIPE-DEPTH: 2.4  meters
 MR0585
 MR0585  HISTORY     - Date     Condition        Report By
 MR0585  HISTORY     - 1983     MONUMENTED       NGS
 MR0585
 MR0585                          STATION DESCRIPTION
 MR0585
 MR0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0585'4.9 KM (3.05 MI) SW FROM EVANSTON.
 MR0585'4.9 KM (3.05 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0585'THE STATION IN EVANSTON, 0.4 KM (0.25 MI) NORTHEAST OF A DIRT ROAD
 MR0585'CROSSING, 28.0 METERS (91.9 FT) NORTHWEST OF THE NEAR RAIL, AND 16.5
 MR0585'METERS (54.1 FT) NORTH OF A UTILITY POLE AND LINE CROSSING.
 MR0585'NOTE=REFUSAL WAS REACHED AT 8.0 FEET, AND ACCESS TO THE DATUM POINT IS
 MR0585'THROUGH A 5-INCH LOGO CAP.
 MR0585'THE MARK IS 0.3 METERS  SE FROM  WITNESS POST AND FENCE
 MR0585'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0082 ***********************************************************************
 PW0082  DESIGNATION -  L 38
 PW0082  PID         -  PW0082
 PW0082  STATE/COUNTY-  WY/JOHNSON
 PW0082  USGS QUAD   -  BUFFALO (1970)
 PW0082
 PW0082                         *CURRENT SURVEY CONTROL
 PW0082  ___________________________________________________________________
 PW0082* NAD 83(1986)-  44 20 54.     (N)    106 42 17.     (W)     SCALED    
 PW0082* NAVD 88     -      1420.865  (meters)    4661.62   (feet)  ADJUSTED  
 PW0082  ___________________________________________________________________
 PW0082  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 PW0082  DYNAMIC HT  -        1420.208 (meters)    4659.47  (feet)  COMP
 PW0082  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 PW0082
 PW0082  VERT ORDER  -  FIRST     CLASS II
 PW0082
 PW0082.The horizontal coordinates were scaled from a topographic map and have
 PW0082.an estimated accuracy of +/- 6 seconds.
 PW0082
 PW0082.The orthometric height was determined by differential leveling
 PW0082.and adjusted by the National Geodetic Survey in June 1991..
 PW0082
 PW0082.The geoid height was determined by GEOID03.
 PW0082
 PW0082.The dynamic height is computed by dividing the NAVD 88
 PW0082.geopotential number by the normal gravity value computed on the
 PW0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0082.degrees latitude (g = 980.6199 gals.).
 PW0082
 PW0082.The modeled gravity was interpolated from observed gravity values.
 PW0082
 PW0082;                    North         East    Units  Estimated Accuracy
 PW0082;SPC WYEC     -   527,640.      450,120.      MT  (+/- 180 meters Scaled)
 PW0082
 PW0082                          SUPERSEDED SURVEY CONTROL
 PW0082
 PW0082  NGVD 29 (??/??/92) 1420.066  (m)         4659.00   (f) ADJ UNCH    1 2
 PW0082
 PW0082.Superseded values are not recommended for survey control.
 PW0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0082.See file dsdata.txt to determine how the superseded data were derived.
 PW0082
 PW0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK641119(NAD 83)
 PW0082_MARKER: DB = BENCH MARK DISK
 PW0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0082_STAMPING: L 38 1934
 PW0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0082+STABILITY: SURFACE MOTION
 PW0082
 PW0082  HISTORY     - Date     Condition        Report By
 PW0082  HISTORY     - 1934     MONUMENTED       CGS
 PW0082  HISTORY     - 1941     MARK NOT FOUND   NGS
 PW0082  HISTORY     - 1970     MARK NOT FOUND   USGS
 PW0082
 PW0082                          STATION DESCRIPTION
 PW0082
 PW0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PW0082'IN BUFFALO.
 PW0082'IN THE WESTERN PART OF BUFFALO, JOHNSON COUNTY, ON U.S. HIGHWAY 16,
 PW0082'0.3 MILE SOUTHWEST OF THE COURTHOUSE, AT THE WEST END OF THE
 PW0082'BOULEVARD, 400 FEET NORTHEAST OF THE STATE HIGHWAY DEPARTMENT GARAGE,
 PW0082'46.8 FEET EAST OF THE INTERSECTION OF F AND FORT STREETS, 13.1 FEET
 PW0082'NORTHWEST OF THE CENTERLINE OF TOWN-BOUND TRAFFIC LANE, AND 3.4 FEET
 PW0082'SOUTHEAST OF THE WEST END POST OF THE STREET LIGHTS.  A STANDARD DISK,
 PW0082'STAMPED L 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0082
 PW0082                          STATION RECOVERY (1970)
 PW0082
 PW0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PW0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0103 ***********************************************************************
 PW0103  DESIGNATION -  L 39
 PW0103  PID         -  PW0103
 PW0103  STATE/COUNTY-  WY/JOHNSON
 PW0103  USGS QUAD   -  T A RANCH (1970)
 PW0103
 PW0103                         *CURRENT SURVEY CONTROL
 PW0103  ___________________________________________________________________
 PW0103* NAD 83(1986)-  44 08 48.     (N)    106 42 13.     (W)     SCALED    
 PW0103* NAVD 88     -      1504.657  (meters)    4936.53   (feet)  ADJUSTED  
 PW0103  ___________________________________________________________________
 PW0103  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 PW0103  DYNAMIC HT  -        1503.924 (meters)    4934.12  (feet)  COMP
 PW0103  MODELED GRAV-     980,078.2   (mgal)                       NAVD 88
 PW0103
 PW0103  VERT ORDER  -  SECOND    CLASS 0
 PW0103
 PW0103.The horizontal coordinates were scaled from a topographic map and have
 PW0103.an estimated accuracy of +/- 6 seconds.
 PW0103
 PW0103.The orthometric height was determined by differential leveling
 PW0103.and adjusted by the National Geodetic Survey in June 1991..
 PW0103
 PW0103.The geoid height was determined by GEOID03.
 PW0103
 PW0103.The dynamic height is computed by dividing the NAVD 88
 PW0103.geopotential number by the normal gravity value computed on the
 PW0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0103.degrees latitude (g = 980.6199 gals.).
 PW0103
 PW0103.The modeled gravity was interpolated from observed gravity values.
 PW0103
 PW0103;                    North         East    Units  Estimated Accuracy
 PW0103;SPC WYEC     -   505,240.      450,380.      MT  (+/- 180 meters Scaled)
 PW0103
 PW0103                          SUPERSEDED SURVEY CONTROL
 PW0103
 PW0103  NGVD 29 (??/??/92) 1503.834  (m)         4933.83   (f) ADJ UNCH    2 0
 PW0103
 PW0103.Superseded values are not recommended for survey control.
 PW0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0103.See file dsdata.txt to determine how the superseded data were derived.
 PW0103
 PW0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ637895(NAD 83)
 PW0103_MARKER: DB = BENCH MARK DISK
 PW0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0103_STAMPING: L-39 1934
 PW0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0103+STABILITY: SURFACE MOTION
 PW0103
 PW0103  HISTORY     - Date     Condition        Report By
 PW0103  HISTORY     - 1934     MONUMENTED       CGS
 PW0103  HISTORY     - 1970     GOOD             USGS
 PW0103
 PW0103                          STATION DESCRIPTION
 PW0103
 PW0103'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PW0103'14.0 MI S FROM BUFFALO.
 PW0103'14.0 MILES SOUTH OF P.O., BUFFALO, WYOMING, ON HIGHWAY 87, 1.8 MILES
 PW0103'SOUTH OF NORTH FORK CRAZY WOMAN CREEK, 46.8 FEET NORTHWEST OF THE
 PW0103'CENTER LINE OF A CONCRETE CULVERT, 50.2 FEET WEST OF THE CENTERLINE OF
 PW0103'THE HIGHWAY, AND 1.4 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED
 PW0103'L 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0048 ***********************************************************************
 PW0048  DESIGNATION -  L 4
 PW0048  PID         -  PW0048
 PW0048  STATE/COUNTY-  WY/SHERIDAN
 PW0048  USGS QUAD   -  CLEARMONT (1971)
 PW0048
 PW0048                         *CURRENT SURVEY CONTROL
 PW0048  ___________________________________________________________________
 PW0048* NAD 83(1986)-  44 37 33.     (N)    106 25 57.     (W)     SCALED    
 PW0048* NAVD 88     -      1218.128  (meters)    3996.47   (feet)  ADJUSTED  
 PW0048  ___________________________________________________________________
 PW0048  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 PW0048  DYNAMIC HT  -        1217.645 (meters)    3994.89  (feet)  COMP
 PW0048  MODELED GRAV-     980,179.9   (mgal)                       NAVD 88
 PW0048
 PW0048  VERT ORDER  -  FIRST     CLASS II
 PW0048
 PW0048.The horizontal coordinates were scaled from a topographic map and have
 PW0048.an estimated accuracy of +/- 6 seconds.
 PW0048
 PW0048.The orthometric height was determined by differential leveling
 PW0048.and adjusted by the National Geodetic Survey in June 1991..
 PW0048
 PW0048.The geoid height was determined by GEOID03.
 PW0048
 PW0048.The dynamic height is computed by dividing the NAVD 88
 PW0048.geopotential number by the normal gravity value computed on the
 PW0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0048.degrees latitude (g = 980.6199 gals.).
 PW0048
 PW0048.The modeled gravity was interpolated from observed gravity values.
 PW0048
 PW0048;                    North         East    Units  Estimated Accuracy
 PW0048;SPC WYEC     -   558,680.      471,480.      MT  (+/- 180 meters Scaled)
 PW0048
 PW0048                          SUPERSEDED SURVEY CONTROL
 PW0048
 PW0048  NGVD 29 (??/??/92) 1217.404  (m)         3994.10   (f) ADJ UNCH    1 2
 PW0048
 PW0048.Superseded values are not recommended for survey control.
 PW0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0048.See file dsdata.txt to determine how the superseded data were derived.
 PW0048
 PW0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK863423(NAD 83)
 PW0048_MARKER: DB = BENCH MARK DISK
 PW0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0048_SP_SET: ABUTMENT
 PW0048_STAMPING: L 4 1908
 PW0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0048
 PW0048  HISTORY     - Date     Condition        Report By
 PW0048  HISTORY     - 1908     MONUMENTED       CGS
 PW0048  HISTORY     - 1957     GOOD             NGS
 PW0048
 PW0048                          STATION DESCRIPTION
 PW0048
 PW0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0048'3.1 MI W FROM CLEARMONT.
 PW0048'3.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0048'THE STATION AT CLEARMONT, IN THE TOP OF THE NORTH END OF THE WEST
 PW0048'CONCRETE ABUTMENT OF BRIDGE NUMBER 663.81, 6 FEET NORTH OF THE NORTH
 PW0048'RAIL, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0009 ***********************************************************************
 OV0009  DESIGNATION -  L 40
 OV0009  PID         -  OV0009
 OV0009  STATE/COUNTY-  WY/JOHNSON
 OV0009  USGS QUAD   -  DUGOUT RANCH (1973)
 OV0009
 OV0009                         *CURRENT SURVEY CONTROL
 OV0009  ___________________________________________________________________
 OV0009* NAD 83(1986)-  43 33 12.     (N)    106 29 23.     (W)     SCALED    
 OV0009* NAVD 88     -      1521.463  (meters)    4991.67   (feet)  ADJUSTED  
 OV0009  ___________________________________________________________________
 OV0009  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 OV0009  DYNAMIC HT  -        1520.660 (meters)    4989.03  (feet)  COMP
 OV0009  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 OV0009
 OV0009  VERT ORDER  -  SECOND    CLASS 0
 OV0009
 OV0009.The horizontal coordinates were scaled from a topographic map and have
 OV0009.an estimated accuracy of +/- 6 seconds.
 OV0009
 OV0009.The orthometric height was determined by differential leveling
 OV0009.and adjusted by the National Geodetic Survey in June 1991..
 OV0009
 OV0009.The geoid height was determined by GEOID03.
 OV0009
 OV0009.The dynamic height is computed by dividing the NAVD 88
 OV0009.geopotential number by the normal gravity value computed on the
 OV0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0009.degrees latitude (g = 980.6199 gals.).
 OV0009
 OV0009.The modeled gravity was interpolated from observed gravity values.
 OV0009
 OV0009;                    North         East    Units  Estimated Accuracy
 OV0009;SPC WYEC     -   439,470.      468,160.      MT  (+/- 180 meters Scaled)
 OV0009
 OV0009                          SUPERSEDED SURVEY CONTROL
 OV0009
 OV0009  NGVD 29 (??/??/92) 1520.66   (m)         4989.0    (f) COMPUTED    2 0
 OV0009
 OV0009.Superseded values are not recommended for survey control.
 OV0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0009.See file dsdata.txt to determine how the superseded data were derived.
 OV0009
 OV0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ796233(NAD 83)
 OV0009_MARKER: DB = BENCH MARK DISK
 OV0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0009_STAMPING: L 40 1934
 OV0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0009+STABILITY: SURFACE MOTION
 OV0009
 OV0009  HISTORY     - Date     Condition        Report By
 OV0009  HISTORY     - 1934     MONUMENTED       CGS
 OV0009  HISTORY     - 1946     GOOD             NGS
 OV0009
 OV0009                          STATION DESCRIPTION
 OV0009
 OV0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0009'14.0 MI S FROM KAYCEE.
 OV0009'14.0 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY,
 OV0009'4.6 MILES NORTH OF THE JOHNSON NATRONA COUNTY LINE, 1.0 MILE NORTH OF
 OV0009'THE ENTRANCE TO THE JOHNSON RANCH, AND 24.3 FEET WEST OF THE
 OV0009'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 40 1934 AND SET
 OV0009'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0179 ***********************************************************************
 OX0179  DESIGNATION -  L 41
 OX0179  PID         -  OX0179
 OX0179  STATE/COUNTY-  WY/TETON
 OX0179  USGS QUAD   -  MORAN (1996)
 OX0179
 OX0179                         *CURRENT SURVEY CONTROL
 OX0179  ___________________________________________________________________
 OX0179* NAD 83(1986)-  43 50 41.     (N)    110 36 08.     (W)     SCALED    
 OX0179* NAVD 88     -      2073.675  (meters)    6803.38   (feet)  ADJUSTED  
 OX0179  ___________________________________________________________________
 OX0179  GEOID HEIGHT-          -8.98  (meters)                     GEOID03
 OX0179  DYNAMIC HT  -        2072.281 (meters)    6798.81  (feet)  COMP
 OX0179  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 OX0179
 OX0179  VERT ORDER  -  SECOND    CLASS 0
 OX0179
 OX0179.The horizontal coordinates were scaled from a topographic map and have
 OX0179.an estimated accuracy of +/- 6 seconds.
 OX0179
 OX0179.The orthometric height was determined by differential leveling
 OX0179.and adjusted by the National Geodetic Survey in June 1991..
 OX0179
 OX0179.The geoid height was determined by GEOID03.
 OX0179
 OX0179.The dynamic height is computed by dividing the NAVD 88
 OX0179.geopotential number by the normal gravity value computed on the
 OX0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0179.degrees latitude (g = 980.6199 gals.).
 OX0179
 OX0179.The modeled gravity was interpolated from observed gravity values.
 OX0179
 OX0179;                    North         East    Units  Estimated Accuracy
 OX0179;SPC WY W     -   471,630.      758,280.      MT  (+/- 180 meters Scaled)
 OX0179
 OX0179                          SUPERSEDED SURVEY CONTROL
 OX0179
 OX0179  NGVD 29 (??/??/92) 2072.360  (m)         6799.07   (f) ADJ UNCH    2 0
 OX0179
 OX0179.Superseded values are not recommended for survey control.
 OX0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0179.See file dsdata.txt to determine how the superseded data were derived.
 OX0179
 OX0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP319547(NAD 83)
 OX0179_MARKER: DB = BENCH MARK DISK
 OX0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0179_STAMPING: L 41 1934
 OX0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0179+STABILITY: SURFACE MOTION
 OX0179
 OX0179  HISTORY     - Date     Condition        Report By
 OX0179  HISTORY     - 1934     MONUMENTED       CGS
 OX0179
 OX0179                          STATION DESCRIPTION
 OX0179
 OX0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0179'30.0 MI N FROM JACKSON.
 OX0179'ABOUT 30.0 MILES NORTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON
 OX0179'COUNTY, ABOUT 1.2 MILES SOUTH OF THE DAM AT MORAN, NEAR A CAMPING
 OX0179'GROUND ON JACKSON LAKE, ABOUT 60.0 FEET SOUTHWEST OF THE CENTER OF A
 OX0179'CROSSING, 28.0 FEET NORTH OF THE NORTH EDGE OF A HILL, AND 55.0 FEET
 OX0179'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L
 OX0179'41 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0015 ***********************************************************************
 OX0015  DESIGNATION -  L 42
 OX0015  PID         -  OX0015
 OX0015  STATE/COUNTY-  WY/TETON
 OX0015  USGS QUAD   -  TOGWOTEE PASS (1991)
 OX0015
 OX0015                         *CURRENT SURVEY CONTROL
 OX0015  ___________________________________________________________________
 OX0015* NAD 83(1986)-  43 46 08.     (N)    110 05 05.     (W)     SCALED    
 OX0015* NAVD 88     -      2774.410  (meters)    9102.38   (feet)  ADJUSTED  
 OX0015  ___________________________________________________________________
 OX0015  GEOID HEIGHT-          -7.84  (meters)                     GEOID03
 OX0015  DYNAMIC HT  -        2772.174 (meters)    9095.04  (feet)  COMP
 OX0015  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 OX0015
 OX0015  VERT ORDER  -  SECOND    CLASS 0
 OX0015
 OX0015.The horizontal coordinates were scaled from a topographic map and have
 OX0015.an estimated accuracy of +/- 6 seconds.
 OX0015
 OX0015.The orthometric height was determined by differential leveling
 OX0015.and adjusted by the National Geodetic Survey in June 1991..
 OX0015
 OX0015.The geoid height was determined by GEOID03.
 OX0015
 OX0015.The dynamic height is computed by dividing the NAVD 88
 OX0015.geopotential number by the normal gravity value computed on the
 OX0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0015.degrees latitude (g = 980.6199 gals.).
 OX0015
 OX0015.The modeled gravity was interpolated from observed gravity values.
 OX0015
 OX0015;                    North         East    Units  Estimated Accuracy
 OX0015;SPC WY W     -   463,070.      799,890.      MT  (+/- 180 meters Scaled)
 OX0015
 OX0015                          SUPERSEDED SURVEY CONTROL
 OX0015
 OX0015  NGVD 29 (??/??/92) 2772.888  (m)         9097.38   (f) ADJ UNCH    2 0
 OX0015
 OX0015.Superseded values are not recommended for survey control.
 OX0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0015.See file dsdata.txt to determine how the superseded data were derived.
 OX0015
 OX0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP736466(NAD 83)
 OX0015_MARKER: DB = BENCH MARK DISK
 OX0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0015_STAMPING: L 42 1934
 OX0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0015+STABILITY: SURFACE MOTION
 OX0015
 OX0015  HISTORY     - Date     Condition        Report By
 OX0015  HISTORY     - 1934     MONUMENTED       CGS
 OX0015  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0015
 OX0015                          STATION DESCRIPTION
 OX0015
 OX0015'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0015'34.3 MI E FROM MORAN.
 OX0015'IN TETON COUNTY, 34.3 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM
 OX0015'AT MORAN, 35.3 MILES WEST OF DUBOIS, FREMONT COUNTY, 33.0 MILES EAST
 OX0015'OF THE JUNCTION WITH U.S. HIGHWAY 187, ABOUT 7.4 MILES EAST OF
 OX0015'TOGWOTEE LODGE, 1.9 MILES WEST OF TOGWOTEE PASS, 33.0 FEET NORTHEAST
 OX0015'OF A BRIDGE OVER A CREEK, 34.0 FEET EAST OF THE CREEK AND 39.0 FEET
 OX0015'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 42
 OX0015'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROAD CONSTRUCTION
 OX0015'IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0104 ***********************************************************************
 NS0104  DESIGNATION -  L 43
 NS0104  PID         -  NS0104
 NS0104  STATE/COUNTY-  WY/SUBLETTE
 NS0104  USGS QUAD   -  JUEL SPRING (1969)
 NS0104
 NS0104                         *CURRENT SURVEY CONTROL
 NS0104  ___________________________________________________________________
 NS0104* NAD 83(1986)-  42 19 32.     (N)    109 30 56.     (W)     SCALED    
 NS0104* NAVD 88     -      2082.794  (meters)    6833.30   (feet)  ADJUSTED  
 NS0104  ___________________________________________________________________
 NS0104  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 NS0104  DYNAMIC HT  -        2081.055 (meters)    6827.59  (feet)  COMP
 NS0104  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 NS0104
 NS0104  VERT ORDER  -  FIRST     CLASS II
 NS0104
 NS0104.The horizontal coordinates were scaled from a topographic map and have
 NS0104.an estimated accuracy of +/- 6 seconds.
 NS0104
 NS0104.The orthometric height was determined by differential leveling
 NS0104.and adjusted by the National Geodetic Survey in June 1991..
 NS0104
 NS0104.The geoid height was determined by GEOID03.
 NS0104
 NS0104.The dynamic height is computed by dividing the NAVD 88
 NS0104.geopotential number by the normal gravity value computed on the
 NS0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0104.degrees latitude (g = 980.6199 gals.).
 NS0104
 NS0104.The modeled gravity was interpolated from observed gravity values.
 NS0104
 NS0104;                    North         East    Units  Estimated Accuracy
 NS0104;SPC WY W     -   302,890.      846,800.      MT  (+/- 180 meters Scaled)
 NS0104
 NS0104                          SUPERSEDED SURVEY CONTROL
 NS0104
 NS0104  NGVD 29 (??/??/92) 2081.465  (m)         6828.94   (f) ADJ UNCH    1 2
 NS0104
 NS0104.Superseded values are not recommended for survey control.
 NS0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0104.See file dsdata.txt to determine how the superseded data were derived.
 NS0104
 NS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM223869(NAD 83)
 NS0104_MARKER: DB = BENCH MARK DISK
 NS0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0104_STAMPING: L 43 1934
 NS0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0104+STABILITY: SURFACE MOTION
 NS0104
 NS0104  HISTORY     - Date     Condition        Report By
 NS0104  HISTORY     - 1934     MONUMENTED       CGS
 NS0104  HISTORY     - 1969     GOOD             USGS
 NS0104
 NS0104                          STATION DESCRIPTION
 NS0104
 NS0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0104'14.2 MI NW FROM FARSON.
 NS0104'HOTEL AT FARSON, 14.2 MILES NORTHWEST OF, ALONG US HWY. 187 TO JCT. OF
 NS0104'NORTHEASTERLY-SOUTHWESTERLY DIRT ROAD, PROCEED 0.7 MILES NORTHEASTERLY
 NS0104'ALONG DIRT ROAD TO JCT OF OLD US HWY. 187.  THENCE 0.85 MILES
 NS0104'NORTHWESTERLY ALONG OLD HWY.  38 FT. WEST OF CENTERLINE OF ROAD. IN
 NS0104'SEC. 12 T27N-- R107W.  BRASS CAP SET IN TOP OF CONCRETE POST, STAMPED
 NS0104'L 43 1934.
 NS0104
 NS0104                          STATION RECOVERY (1969)
 NS0104
 NS0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NS0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0054 ***********************************************************************
 OX0054  DESIGNATION -  L 45
 OX0054  PID         -  OX0054
 OX0054  STATE/COUNTY-  WY/SUBLETTE
 OX0054  USGS QUAD   -  BONDURANT (1967)
 OX0054
 OX0054                         *CURRENT SURVEY CONTROL
 OX0054  ___________________________________________________________________
 OX0054* NAD 83(1986)-  43 12 20.     (N)    110 24 43.     (W)     SCALED    
 OX0054* NAVD 88     -      2012.437  (meters)    6602.47   (feet)  ADJUSTED  
 OX0054  ___________________________________________________________________
 OX0054  GEOID HEIGHT-         -10.43  (meters)                     GEOID03
 OX0054  DYNAMIC HT  -        2010.914 (meters)    6597.47  (feet)  COMP
 OX0054  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 OX0054
 OX0054  VERT ORDER  -  FIRST     CLASS II
 OX0054
 OX0054.The horizontal coordinates were scaled from a topographic map and have
 OX0054.an estimated accuracy of +/- 6 seconds.
 OX0054
 OX0054.The orthometric height was determined by differential leveling
 OX0054.and adjusted by the National Geodetic Survey in June 1991..
 OX0054
 OX0054.The geoid height was determined by GEOID03.
 OX0054
 OX0054.The dynamic height is computed by dividing the NAVD 88
 OX0054.geopotential number by the normal gravity value computed on the
 OX0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0054.degrees latitude (g = 980.6199 gals.).
 OX0054
 OX0054.The modeled gravity was interpolated from observed gravity values.
 OX0054
 OX0054;                    North         East    Units  Estimated Accuracy
 OX0054;SPC WY W     -   400,540.      773,300.      MT  (+/- 180 meters Scaled)
 OX0054
 OX0054                          SUPERSEDED SURVEY CONTROL
 OX0054
 OX0054  NGVD 29 (??/??/92) 2011.010  (m)         6597.79   (f) ADJ UNCH    1 2
 OX0054
 OX0054.Superseded values are not recommended for survey control.
 OX0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0054.See file dsdata.txt to determine how the superseded data were derived.
 OX0054
 OX0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN477838(NAD 83)
 OX0054_MARKER: DB = BENCH MARK DISK
 OX0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0054_STAMPING: L 45 1934
 OX0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0054+STABILITY: SURFACE MOTION
 OX0054
 OX0054  HISTORY     - Date     Condition        Report By
 OX0054  HISTORY     - 1934     MONUMENTED       CGS
 OX0054  HISTORY     - 1967     GOOD             NGS
 OX0054
 OX0054                          STATION DESCRIPTION
 OX0054
 OX0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0054'IN TRIANGLE F RANCH.
 OX0054'AT TRIANGLE F RANCH, SUBLETTE COUNTY, ON U.S. HIGHWAY 187, ACROSS THE
 OX0054'HIGHWAY FROM THE POST OFFICE, 66 FEET EAST OF THE CENTER LINE OF THE
 OX0054'DOOR OF THE LODGE, 3.4 FEET EAST OF THE EAST POST OF THE SIGN IN FRONT
 OX0054'OF THE LODGE, AND 43.9 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. A
 OX0054'STANDARD DISK, STAMPED L 45 1934 AND SET IN THE TOP OF A CONCRETE
 OX0054'POST.
 OX0054
 OX0054                          STATION RECOVERY (1967)
 OX0054
 OX0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OX0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0121 ***********************************************************************
 OW0121  DESIGNATION -  L 47
 OW0121  PID         -  OW0121
 OW0121  STATE/COUNTY-  WY/FREMONT
 OW0121  USGS QUAD   -  WILDERNESS (1993)
 OW0121
 OW0121                         *CURRENT SURVEY CONTROL
 OW0121  ___________________________________________________________________
 OW0121* NAD 83(1986)-  43 23 07.     (N)    109 18 35.     (W)     SCALED    
 OW0121* NAVD 88     -      1938.956  (meters)    6361.39   (feet)  ADJUSTED  
 OW0121  ___________________________________________________________________
 OW0121  GEOID HEIGHT-          -9.12  (meters)                     GEOID03
 OW0121  DYNAMIC HT  -        1937.679 (meters)    6357.20  (feet)  COMP
 OW0121  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 OW0121
 OW0121  VERT ORDER  -  SECOND    CLASS 0
 OW0121
 OW0121.The horizontal coordinates were scaled from a topographic map and have
 OW0121.an estimated accuracy of +/- 6 seconds.
 OW0121
 OW0121.The orthometric height was determined by differential leveling
 OW0121.and adjusted by the National Geodetic Survey in June 1991..
 OW0121
 OW0121.The geoid height was determined by GEOID03.
 OW0121
 OW0121.The dynamic height is computed by dividing the NAVD 88
 OW0121.geopotential number by the normal gravity value computed on the
 OW0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0121.degrees latitude (g = 980.6199 gals.).
 OW0121
 OW0121.The modeled gravity was interpolated from observed gravity values.
 OW0121
 OW0121;                    North         East    Units  Estimated Accuracy
 OW0121;SPC WYWC     -   320,610.      554,650.      MT  (+/- 180 meters Scaled)
 OW0121
 OW0121                          SUPERSEDED SURVEY CONTROL
 OW0121
 OW0121  NGVD 29 (??/??/92) 1937.868  (m)         6357.82   (f) ADJ UNCH    2 0
 OW0121
 OW0121.Superseded values are not recommended for survey control.
 OW0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0121.See file dsdata.txt to determine how the superseded data were derived.
 OW0121
 OW0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP369049(NAD 83)
 OW0121_MARKER: DB = BENCH MARK DISK
 OW0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0121_STAMPING: L 47 1934
 OW0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0121+STABILITY: SURFACE MOTION
 OW0121
 OW0121  HISTORY     - Date     Condition        Report By
 OW0121  HISTORY     - 1934     MONUMENTED       CGS
 OW0121
 OW0121                          STATION DESCRIPTION
 OW0121
 OW0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0121'23.3 MI E FROM DUBOIS.
 OW0121'ABOUT 23.3 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0121'DUBOIS, FREMONT COUNTY, ABOUT 2.0 MILES EAST OF THE POST OFFICE AT
 OW0121'BURRIS, ABOUT 2.2 MILES EAST OF THE BRIDGE OVER LITTLE DRY CREEK,
 OW0121'ABOUT 0.3 MILE WEST OF A CONCRETE CULVERT, AND 41.7 FEET SOUTH OF THE
 OW0121'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 47 1934 AND
 OW0121'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0097 ***********************************************************************
 OW0097  DESIGNATION -  L 48
 OW0097  PID         -  OW0097
 OW0097  STATE/COUNTY-  WY/FREMONT
 OW0097  USGS QUAD   -  PAVILLION (1958)
 OW0097
 OW0097                         *CURRENT SURVEY CONTROL
 OW0097  ___________________________________________________________________
 OW0097* NAD 83(1986)-  43 08 31.     (N)    108 38 22.     (W)     SCALED    
 OW0097* NAVD 88     -      1646.725  (meters)    5402.63   (feet)  ADJUSTED  
 OW0097  ___________________________________________________________________
 OW0097  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 OW0097  DYNAMIC HT  -        1645.626 (meters)    5399.02  (feet)  COMP
 OW0097  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 OW0097
 OW0097  VERT ORDER  -  SECOND    CLASS 0
 OW0097
 OW0097.The horizontal coordinates were scaled from a topographic map and have
 OW0097.an estimated accuracy of +/- 6 seconds.
 OW0097
 OW0097.The orthometric height was determined by differential leveling
 OW0097.and adjusted by the National Geodetic Survey in June 1991..
 OW0097
 OW0097.The geoid height was determined by GEOID03.
 OW0097
 OW0097.The dynamic height is computed by dividing the NAVD 88
 OW0097.geopotential number by the normal gravity value computed on the
 OW0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0097.degrees latitude (g = 980.6199 gals.).
 OW0097
 OW0097.The modeled gravity was interpolated from observed gravity values.
 OW0097
 OW0097;                    North         East    Units  Estimated Accuracy
 OW0097;SPC WYWC     -   293,430.      608,990.      MT  (+/- 180 meters Scaled)
 OW0097
 OW0097                          SUPERSEDED SURVEY CONTROL
 OW0097
 OW0097  NGVD 29 (??/??/92) 1645.706  (m)         5399.29   (f) ADJ UNCH    2 0
 OW0097
 OW0097.Superseded values are not recommended for survey control.
 OW0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0097.See file dsdata.txt to determine how the superseded data were derived.
 OW0097
 OW0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN919792(NAD 83)
 OW0097_MARKER: DB = BENCH MARK DISK
 OW0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0097_STAMPING: L 48 1934
 OW0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0097+STABILITY: SURFACE MOTION
 OW0097
 OW0097  HISTORY     - Date     Condition        Report By
 OW0097  HISTORY     - 1934     MONUMENTED       CGS
 OW0097
 OW0097                          STATION DESCRIPTION
 OW0097
 OW0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0097'67.6 MI E FROM DUBOIS.
 OW0097'ABOUT 67.6 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0097'DUBOIS, FREMONT COUNTY, ABOUT 15.4 MILES WEST OF RIVERTON, ABOUT 2.0
 OW0097'MILES EAST OF THE ROAD LEADING TO THE MAVERICK SPRINGS OIL FIELD,
 OW0097'223.4 FEET WEST OF THE CENTER LINE OF A SIDE ROAD, AND 85.6 FEET SOUTH
 OW0097'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 48 1934
 OW0097'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0104 ***********************************************************************
 OW0104  DESIGNATION -  L 49
 OW0104  PID         -  OW0104
 OW0104  STATE/COUNTY-  WY/HOT SPRINGS
 OW0104  USGS QUAD   -  HAMILTON DOME (1985)
 OW0104
 OW0104                         *CURRENT SURVEY CONTROL
 OW0104  ___________________________________________________________________
 OW0104* NAD 83(1993)-  43 49 19.23768(N)    108 32 34.09830(W)     ADJUSTED  
 OW0104* NAVD 88     -      1593.023  (meters)    5226.44   (feet)  ADJUSTED  
 OW0104  ___________________________________________________________________
 OW0104  X           -  -1,466,145.933 (meters)                     COMP
 OW0104  Y           -  -4,370,993.338 (meters)                     COMP
 OW0104  Z           -   4,394,938.757 (meters)                     COMP
 OW0104  LAPLACE CORR-         -11.13  (seconds)                    DEFLEC99
 OW0104  ELLIP HEIGHT-        1580.67  (meters)          (02/28/01) GPS OBS
 OW0104  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 OW0104  DYNAMIC HT  -        1592.126 (meters)    5223.50  (feet)  COMP
 OW0104  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 OW0104
 OW0104  HORZ ORDER  -  A
 OW0104  VERT ORDER  -  SECOND    CLASS 0
 OW0104  ELLP ORDER  -  SECOND    CLASS I
 OW0104
 OW0104.The horizontal coordinates were established by GPS observations
 OW0104.and adjusted by the National Geodetic Survey in February 2001..
 OW0104
 OW0104.The orthometric height was determined by differential leveling
 OW0104.and adjusted by the National Geodetic Survey in June 1991..
 OW0104
 OW0104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OW0104
 OW0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0104
 OW0104.The ellipsoidal height was determined by GPS observations
 OW0104.and is referenced to NAD 83.
 OW0104
 OW0104.The geoid height was determined by GEOID03.
 OW0104
 OW0104.The dynamic height is computed by dividing the NAVD 88
 OW0104.geopotential number by the normal gravity value computed on the
 OW0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0104.degrees latitude (g = 980.6199 gals.).
 OW0104
 OW0104.The modeled gravity was interpolated from observed gravity values.
 OW0104
 OW0104;                    North         East     Units Scale Factor Converg.
 OW0104;SPC WYWC     -   368,994.916   616,666.875   MT  0.99994092   +0 08 36.5
 OW0104;UTM  12      - 4,855,038.969   697,593.983   MT  1.00008024   +1 42 07.1
 OW0104
 OW0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0104!SPC WYWC     -   0.99975220  x   0.99994092  =   0.99969313
 OW0104!UTM  12      -   0.99975220  x   1.00008024  =   0.99983242
 OW0104
 OW0104                          SUPERSEDED SURVEY CONTROL
 OW0104
 OW0104  NAVD 88 (02/28/01) 1593.02   (m)         5226.4    (f) LEVELING    3  
 OW0104  NGVD 29 (??/??/92) 1592.065  (m)         5223.30   (f) ADJ UNCH    2 0
 OW0104
 OW0104.Superseded values are not recommended for survey control.
 OW0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0104.See file dsdata.txt to determine how the superseded data were derived.
 OW0104
 OW0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9759455039(NAD 83)
 OW0104_MARKER: DB = BENCH MARK DISK
 OW0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0104_STAMPING: L 49 1934
 OW0104_MARK LOGO: CGS   
 OW0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0104+STABILITY: SURFACE MOTION
 OW0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OW0104+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1999
 OW0104
 OW0104  HISTORY     - Date     Condition        Report By
 OW0104  HISTORY     - 1934     MONUMENTED       CGS
 OW0104  HISTORY     - 1979     GOOD             USGS
 OW0104  HISTORY     - 19990708 GOOD             WYPLS
 OW0104
 OW0104                          STATION DESCRIPTION
 OW0104
 OW0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0104'27.7 MI NW FROM THERMOPOLIS.
 OW0104'ABOUT 27.7 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0104'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 5.3 MILES NORTHEAST
 OW0104'OF THE POST OFFICE AT HAMILTON DOME, ABOUT 0.9 MILE NORTH OF A
 OW0104'SCHOOLHOUSE, AND 54 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 OW0104'A STANDARD DISK, STAMPED L 49 1934 AND SET IN THE TOP OF A CONCRETE
 OW0104'POST.
 OW0104
 OW0104                          STATION RECOVERY (1979)
 OW0104
 OW0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0104'THERMOPOLIS, HOT SPRINGS COUNTY, ONE BLOCK SOUTH AND TWO BLOCKS WEST
 OW0104'OF COURTHOUSE TO INTERSECTION U.S. HWY 20 AND WYOMING HWY. 120,
 OW0104'THENCE 21.5 MI. NW ALONG WYO. HWY. 120 TO PAVED ROAD LEADING WEST TO
 OW0104'HAMILTON DOME, THENCE WESTERLY ALONG PAVED ROAD 4.1 MILES TO BM ON
 OW0104'THE NORTH, AND 0.15 MILE WEST OF A CATTLEGUARD, 614 FEET EAST OF
 OW0104'CROSSROADS AND 30 FEET NORTH OF THE ROAD AND SOUTH OF R.O.W. FENCE,
 OW0104'SET IN THE TOP OF A CONCRETE POST. A STANDARD DISK STAMPED L 49 1934.
 OW0104
 OW0104                          STATION RECOVERY (1999)
 OW0104
 OW0104'RECOVERY NOTE BY WYOMING PROFESSIONAL LAND SURVEYOR 1999 (RLH)
 OW0104'THE STATION IS APPROXIMATELY 21 MI (33.8 KM) NW OF THERMOPOLIS, WY
 OW0104'ALONG THE COTTONWOOD CREEK ROAD (COUNTY RD NO.10) IN THE SW1/4 SECTION
 OW0104'31, T.  45 N., R.  97 W., 6TH P.M.  OWNERSHIP--COUNTY ROAD
 OW0104'RIGHT-OF-WAY.  TO REACH STATION FROM THE INTERSECTION OF SIXTH STREET
 OW0104'(US HIGHWAY 20) AND BROADWAY STREET (WY HIGHWAY 120) IN THE CENTER OF
 OW0104'THERMOPOLIS, GO WEST ON BROADWAY STREET (WY HIGHWAY 120) 21.8 MI (35.1
 OW0104'KM) TO COTTONWOOD CREEK ROAD (COUNTY ROAD NO.  10) , TURN LEFT AND GO
 OW0104'WEST ON THE PAVED COUNTY ROAD 10 FOR 3.9 MI (6.3 KM) TO STATION ON
 OW0104'RIGHT SIDE OF PAVEMENT WITHIN THE RIGHT-OF-WAY.  THE STATION IS A
 OW0104'STANDARD DISK SET IN A 6 IN SQUARE CONCRETE POST PROJECTING 23 CM
 OW0104'ABOVE GROUND.  THE STATION IS 30 FT.  (9.1 M) NORTH OF THE CENTERLINE
 OW0104'OF AND 2.54 FT (0.77 M) LOWER THAN THE CENTER OF COTTONWOOD CREEK
 OW0104'ROAD, 44.5 FT (13.6 M) SOUTH OF THE RIGHT OF WAY FENCE AND IS PLAINLY
 OW0104'VISIBLE FROM THE ROAD.  THE CAP IS STAMPED L 49 1934.  DESCRIBED BY
 OW0104'R.L.  HUDSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0477 ***********************************************************************
 NT0477  DESIGNATION -  L 50
 NT0477  PID         -  NT0477
 NT0477  STATE/COUNTY-  WY/SUBLETTE
 NT0477  USGS QUAD   -  BIG PINEY EAST (1980)
 NT0477
 NT0477                         *CURRENT SURVEY CONTROL
 NT0477  ___________________________________________________________________
 NT0477* NAD 83(1993)-  42 35 32.68235(N)    110 05 05.30355(W)     ADJUSTED  
 NT0477* NAVD 88     -      2095.213  (meters)    6874.04   (feet)  ADJUSTED  
 NT0477  ___________________________________________________________________
 NT0477  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 NT0477  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NT0477  DYNAMIC HT  -        2093.511 (meters)    6868.46  (feet)  COMP
 NT0477  MODELED GRAV-     979,734.6   (mgal)                       NAVD 88
 NT0477
 NT0477  HORZ ORDER  -  THIRD
 NT0477  VERT ORDER  -  SECOND    CLASS 0
 NT0477
 NT0477.The horizontal coordinates were established by GPS observations
 NT0477.and adjusted by the National Geodetic Survey in January 1997..
 NT0477
 NT0477.The orthometric height was determined by differential leveling
 NT0477.and adjusted by the National Geodetic Survey in June 1991..
 NT0477
 NT0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0477
 NT0477.The geoid height was determined by GEOID03.
 NT0477
 NT0477.The dynamic height is computed by dividing the NAVD 88
 NT0477.geopotential number by the normal gravity value computed on the
 NT0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0477.degrees latitude (g = 980.6199 gals.).
 NT0477
 NT0477.The modeled gravity was interpolated from observed gravity values.
 NT0477
 NT0477;                    North         East     Units Scale Factor Converg.
 NT0477;SPC WY W     -   332,378.135   799,879.090   MT  0.99993750   -0 00 03.6
 NT0477;UTM  12      - 4,715,960.308   575,087.350   MT  0.99966937   +0 37 09.9
 NT0477
 NT0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0477!SPC WY W     -   0.99967350  x   0.99993750  =   0.99961102
 NT0477!UTM  12      -   0.99967350  x   0.99966937  =   0.99934297
 NT0477
 NT0477                          SUPERSEDED SURVEY CONTROL
 NT0477
 NT0477  NAD 83(1993)-  42 35 32.68217(N)    110 05 05.30422(W) AD(       ) 3
 NT0477  NGVD 29 (??/??/92) 2093.821  (m)         6869.48   (f) ADJ UNCH    2 0
 NT0477
 NT0477.Superseded values are not recommended for survey control.
 NT0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0477.See file dsdata.txt to determine how the superseded data were derived.
 NT0477
 NT0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN7508715960(NAD 83)
 NT0477_MARKER: DB = BENCH MARK DISK
 NT0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0477_SP_SET: CONCRETE POST
 NT0477_STAMPING: L 50 1934
 NT0477_MARK LOGO: CGS   
 NT0477_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NT0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0477+STABILITY: SURFACE MOTION
 NT0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0477+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 NT0477
 NT0477  HISTORY     - Date     Condition        Report By
 NT0477  HISTORY     - 1934     MONUMENTED       CGS
 NT0477  HISTORY     - 19640720 GOOD             USGS
 NT0477  HISTORY     - 19920819 GOOD             NGS
 NT0477
 NT0477                          STATION DESCRIPTION
 NT0477
 NT0477'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NT0477'4.2 MI (6.8 KM) NORTH OF BIG PINEY ALONG U.S. HIGHWAY 189, 0.7 MI
 NT0477'(1.1 KM) NORTH OF JUNCTION OF U.S. HIGHWAY 189 AND WYOMING 1801, 70
 NT0477'FT (21.3 M) WEST OF HIGHWAY, IN CONCRETE POST PROJECTING 0.5 FT.
 NT0477
 NT0477                          STATION RECOVERY (1992)
 NT0477
 NT0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NT0477'STATION IS LOCATED ABOUT 7 KM (4.3 MI) NORTH OF BIG PINEY, ALONG STATE
 NT0477'HIGHWAY 189, ON THE RIGHT-OF-WAY, AT MILE 109.6.OWNERSHIP--WYOMING
 NT0477'DEPARTMENT OF TRANSPORTATION.
 NT0477'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 189 AND 350 IN BIG PINEY,
 NT0477'GO NORTH ON HIGHWAY 189 FOR 6.57 KM (4.08 MI) TO STATE HIGHWAY 351 ON
 NT0477'THE RIGHT.  CONTINUE AHEAD FOR 1.01 KM (0.63 MI) TO THE STATION ON
 NT0477'THE LEFT.
 NT0477'STATION MARK IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST
 NT0477'PROJECTING 10 CM ABOVE GROUND.  IT IS 65 M (213.3 FT) NORTH OF A
 NT0477'HIGHWAY 351 SIGN, 21.1 M (69.2 FT) WEST OF AND SLIGHTLY LOWER THAN
 NT0477'THE HIGHWAY CENTER, 9.2 M (30.2 FT) EAST OF THE RIGHT-OF-WAY FENCE,
 NT0477'0.3 M (1.0 FT) NORTH OF A METAL WITNESS POST, AND 0.5 M (1.6 FT)
 NT0477'SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0387 ***********************************************************************
 NR0387  DESIGNATION -  L 50
 NR0387  PID         -  NR0387
 NR0387  STATE/COUNTY-  WY/CARBON
 NR0387  USGS QUAD   -  SEMINOE DAM SW (1982)
 NR0387
 NR0387                         *CURRENT SURVEY CONTROL
 NR0387  ___________________________________________________________________
 NR0387* NAD 83(1993)-  42 04 07.49357(N)    106 52 56.24708(W)     ADJUSTED  
 NR0387* NAVD 88     -      1952.3    (meters)    6405.     (feet)  VERTCON   
 NR0387  ___________________________________________________________________
 NR0387  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 NR0387  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 NR0387
 NR0387  HORZ ORDER  -  THIRD
 NR0387
 NR0387.The horizontal coordinates were established by classical geodetic methods
 NR0387.and adjusted by the National Geodetic Survey in January 1997..
 NR0387
 NR0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0387
 NR0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0387
 NR0387.The geoid height was determined by GEOID03.
 NR0387
 NR0387;                    North         East     Units Scale Factor Converg.
 NR0387;SPC WYEC     -   274,311.816   437,326.670   MT  0.99995464   +0 18 08.0
 NR0387;UTM  13      - 4,659,123.482   344,278.140   MT  0.99989839   -1 15 41.1
 NR0387
 NR0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0387!SPC WYEC     -   0.99969603  x   0.99995464  =   0.99965069
 NR0387!UTM  13      -   0.99969603  x   0.99989839  =   0.99959446
 NR0387
 NR0387:                Primary Azimuth Mark                     Grid Az
 NR0387:SPC WYEC     -  CHEYENNE                                 276 53 15.7
 NR0387:UTM  13      -  CHEYENNE                                 278 27 04.8
 NR0387
 NR0387|---------------------------------------------------------------------|
 NR0387| PID    Reference Object                     Distance      Geod. Az  |
 NR0387|                                                           dddmmss.s |
 NR0387| NR0388 CHEYENNE                            APPROX. 5.4 KM 2771123.7 |
 NR0387|---------------------------------------------------------------------|
 NR0387
 NR0387                          SUPERSEDED SURVEY CONTROL
 NR0387
 NR0387  NAD 83(1986)-  42 04 07.48125(N)    106 52 56.23804(W) AD(       ) 3
 NR0387  NAD 27      -  42 04 07.62433(N)    106 52 54.08751(W) AD(       ) 3
 NR0387  NGVD 29 (07/19/86) 1951.2    (m)         6402.     (f) VERT ANG       
 NR0387
 NR0387.Superseded values are not recommended for survey control.
 NR0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0387.See file dsdata.txt to determine how the superseded data were derived.
 NR0387
 NR0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4427859123(NAD 83)
 NR0387
 NR0387  HISTORY     - Date     Condition        Report By
 NR0387  HISTORY     - UNK      MONUMENTED       BOR
 NR0387  HISTORY     - 1951     GOOD             USGS
 NR0387
 NR0387                          STATION DESCRIPTION
 NR0387
 NR0387'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0387'STATION IS LOCATED ABOUT 12 MI.E. AND 19 MI.N.OF SINCLAIR, WYOMING ON
 NR0387'LOW TOP ABOUT 20 FT. NW. OF EDGE OF SEMINOE RESERVOIR.
 NR0387'
 NR0387'TO REACH FROM SINCLAIR HOTEL, PROCEED W. ON U.S. HWY. 30 FOR THREE
 NR0387'BLOCKS, THENCE N. ALONG RD. TO SEMINOE DAM 26.9 TO GOOD TRACK RD.
 NR0387'TOWARD RESERVOIR, THENCE RIGHT E., ALONG RD. 1.7 MI. TO FORKS, THENCE
 NR0387'ALONG RIGHT FORK 0.6 MI. TO FORKS, THENCE ALONG LEFT FORK 0.2 MI. TO
 NR0387'FORKS. STATION LIES  1,700 FT. S. OF SMALL TOP AT EDGE OF RESERVOIR.
 NR0387'
 NR0387'STATION MARK - A U.S.BUREAU OF RECLAMATION BRASS CAP SET IN A CONCRETE
 NR0387'POST PROJECTING 6 IN. ABOVE GROUND STAMPED ---L-50 1950.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0029 ***********************************************************************
 MR0029  DESIGNATION -  L 51
 MR0029  PID         -  MR0029
 MR0029  STATE/COUNTY-  WY/SWEETWATER
 MR0029  USGS QUAD   -  SHUTE CREEK LAKE (1980)
 MR0029
 MR0029                         *CURRENT SURVEY CONTROL
 MR0029  ___________________________________________________________________
 MR0029* NAD 83(1986)-  41 57 25.     (N)    110 14 05.     (W)     SCALED    
 MR0029* NAVD 88     -      2042.536  (meters)    6701.22   (feet)  ADJUSTED  
 MR0029  ___________________________________________________________________
 MR0029  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MR0029  DYNAMIC HT  -        2040.813 (meters)    6695.57  (feet)  COMP
 MR0029  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 MR0029
 MR0029  VERT ORDER  -  SECOND    CLASS 0
 MR0029
 MR0029.The horizontal coordinates were scaled from a topographic map and have
 MR0029.an estimated accuracy of +/- 6 seconds.
 MR0029
 MR0029.The orthometric height was determined by differential leveling
 MR0029.and adjusted by the National Geodetic Survey in June 1991..
 MR0029
 MR0029.The geoid height was determined by GEOID03.
 MR0029
 MR0029.The dynamic height is computed by dividing the NAVD 88
 MR0029.geopotential number by the normal gravity value computed on the
 MR0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0029.degrees latitude (g = 980.6199 gals.).
 MR0029
 MR0029.The modeled gravity was interpolated from observed gravity values.
 MR0029
 MR0029;                    North         East    Units  Estimated Accuracy
 MR0029;SPC WYWC     -   162,860.      476,910.      MT  (+/- 180 meters Scaled)
 MR0029
 MR0029                          SUPERSEDED SURVEY CONTROL
 MR0029
 MR0029  NGVD 29 (??/??/92) 2041.17   (m)         6696.7    (f) COMPUTED    2 0
 MR0029
 MR0029.Superseded values are not recommended for survey control.
 MR0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0029.See file dsdata.txt to determine how the superseded data were derived.
 MR0029
 MR0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM634452(NAD 83)
 MR0029_MARKER: DB = BENCH MARK DISK
 MR0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0029_SP_SET: CONCRETE POST
 MR0029_STAMPING: L 51 1934
 MR0029_MARK LOGO: CGS   
 MR0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0029+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1969
 MR0029
 MR0029  HISTORY     - Date     Condition        Report By
 MR0029  HISTORY     - 1934     MONUMENTED       CGS
 MR0029  HISTORY     - 1944     GOOD             USGS
 MR0029  HISTORY     - 19690711 POOR             USGS
 MR0029
 MR0029                          STATION DESCRIPTION
 MR0029
 MR0029'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 MR0029'22.7 MI NE FROM KEMMERER.
 MR0029'ABOUT 19 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM NAMES HILL,
 MR0029'LINCOLN COUNTY, ABOUT 22.7 MILES NORTHEAST OF THE POST OFFICE AT
 MR0029'KEMMERER, AND 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 MR0029'STANDARD DISK, STAMPED L 51 1934 AND SET IN THE TOP OF A CONCRETE
 MR0029'POST.  BENCH MARK IS ON THE OLD HIGHWAY.
 MR0029
 MR0029                          STATION RECOVERY (1969)
 MR0029
 MR0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0029'RECOVERED IN GOOD CONDITION.  BENCH MARK IS SLIGHTLY TIPPED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0043 ***********************************************************************
 MR0043  DESIGNATION -  L 52
 MR0043  PID         -  MR0043
 MR0043  STATE/COUNTY-  WY/LINCOLN
 MR0043  USGS QUAD   -  OPAL (1969)
 MR0043
 MR0043                         *CURRENT SURVEY CONTROL
 MR0043  ___________________________________________________________________
 MR0043* NAD 83(1986)-  41 46 28.     (N)    110 17 36.     (W)     SCALED    
 MR0043* NAVD 88     -      2021.346  (meters)    6631.70   (feet)  ADJUSTED  
 MR0043  ___________________________________________________________________
 MR0043  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MR0043  DYNAMIC HT  -        2019.605 (meters)    6625.99  (feet)  COMP
 MR0043  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 MR0043
 MR0043  VERT ORDER  -  SECOND    CLASS 0
 MR0043
 MR0043.The horizontal coordinates were scaled from a topographic map and have
 MR0043.an estimated accuracy of +/- 6 seconds.
 MR0043
 MR0043.The orthometric height was determined by differential leveling
 MR0043.and adjusted by the National Geodetic Survey in June 1991..
 MR0043
 MR0043.The geoid height was determined by GEOID03.
 MR0043
 MR0043.The dynamic height is computed by dividing the NAVD 88
 MR0043.geopotential number by the normal gravity value computed on the
 MR0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0043.degrees latitude (g = 980.6199 gals.).
 MR0043
 MR0043.The modeled gravity was interpolated from observed gravity values.
 MR0043
 MR0043;                    North         East    Units  Estimated Accuracy
 MR0043;SPC WY W     -   241,550.      782,540.      MT  (+/- 180 meters Scaled)
 MR0043
 MR0043                          SUPERSEDED SURVEY CONTROL
 MR0043
 MR0043  NGVD 29 (??/??/92) 2019.99   (m)         6627.3    (f) COMPUTED    2 0
 MR0043
 MR0043.Superseded values are not recommended for survey control.
 MR0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0043.See file dsdata.txt to determine how the superseded data were derived.
 MR0043
 MR0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM587249(NAD 83)
 MR0043_MARKER: DB = BENCH MARK DISK
 MR0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0043_STAMPING: L 52 1934
 MR0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0043+STABILITY: SURFACE MOTION
 MR0043
 MR0043  HISTORY     - Date     Condition        Report By
 MR0043  HISTORY     - 1934     MONUMENTED       CGS
 MR0043
 MR0043                          STATION DESCRIPTION
 MR0043
 MR0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0043'1.5 MI E FROM OPAL.
 MR0043'ABOUT 1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0043'AT OPAL, LINCOLN COUNTY, OPPOSITE MILEPOST 23, AT THE PARTING OF U.S.
 MR0043'HIGHWAY 30N, 70 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 92.5
 MR0043'FEET NORTH OF THE NORTH RAIL, AND 5.0 FEET SOUTH OF THE RIGHT-OF-WAY
 MR0043'FENCE.  A STANDARD DISK, STAMPED L 52 1934 AND SET IN THE TOP OF A
 MR0043'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0092 ***********************************************************************
 OU0092  DESIGNATION -  L 54
 OU0092  PID         -  OU0092
 OU0092  STATE/COUNTY-  WY/NIOBRARA
 OU0092  USGS QUAD   -  TELEPHONE DRAW (1981)
 OU0092
 OU0092                         *CURRENT SURVEY CONTROL
 OU0092  ___________________________________________________________________
 OU0092* NAD 83(1986)-  43 05 40.     (N)    104 25 57.     (W)     SCALED    
 OU0092* NAVD 88     -      1332.500  (meters)    4371.71   (feet)  ADJUSTED  
 OU0092  ___________________________________________________________________
 OU0092  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 OU0092  DYNAMIC HT  -        1331.836 (meters)    4369.53  (feet)  COMP
 OU0092  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 OU0092
 OU0092  VERT ORDER  -  SECOND    CLASS 0
 OU0092
 OU0092.The horizontal coordinates were scaled from a topographic map and have
 OU0092.an estimated accuracy of +/- 6 seconds.
 OU0092
 OU0092.The orthometric height was determined by differential leveling
 OU0092.and adjusted by the National Geodetic Survey in June 1991..
 OU0092
 OU0092.The geoid height was determined by GEOID03.
 OU0092
 OU0092.The dynamic height is computed by dividing the NAVD 88
 OU0092.geopotential number by the normal gravity value computed on the
 OU0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0092.degrees latitude (g = 980.6199 gals.).
 OU0092
 OU0092.The modeled gravity was interpolated from observed gravity values.
 OU0092
 OU0092;                    North         East    Units  Estimated Accuracy
 OU0092;SPC WY E     -   288,410.      259,770.      MT  (+/- 180 meters Scaled)
 OU0092
 OU0092                          SUPERSEDED SURVEY CONTROL
 OU0092
 OU0092  NGVD 29 (??/??/92) 1331.831  (m)         4369.52   (f) ADJ UNCH    2 0
 OU0092
 OU0092.Superseded values are not recommended for survey control.
 OU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0092.See file dsdata.txt to determine how the superseded data were derived.
 OU0092
 OU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH461714(NAD 83)
 OU0092_MARKER: DB = BENCH MARK DISK
 OU0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0092_STAMPING: L 54 1934
 OU0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0092+STABILITY: SURFACE MOTION
 OU0092
 OU0092  HISTORY     - Date     Condition        Report By
 OU0092  HISTORY     - 1934     MONUMENTED       CGS
 OU0092  HISTORY     - 1957     GOOD             NGS
 OU0092
 OU0092                          STATION DESCRIPTION
 OU0092
 OU0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0092'29 MI N FROM LUSK.
 OU0092'25.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0092'LUSK, THENCE 3.0 MILES WEST ALONG A TRACK ROAD, THENCE 1.05
 OU0092'MILES SOUTHWEST ALONG A TRACK ROAD, ON TOP OF A SMALL RIDGE, 38
 OU0092'FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 1.2 FEET
 OU0092'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OU0092'WHICH PROJECTS 1.3 FEET ABOVE THE GROUND, IN SECTION 16, TOWNSHIP
 OU0092'36 NORTH, RANGE 63 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0180 ***********************************************************************
 OU0180  DESIGNATION -  L 55
 OU0180  PID         -  OU0180
 OU0180  STATE/COUNTY-  WY/NIOBRARA
 OU0180  USGS QUAD   -  WAGONHOUND CREEK (1981)
 OU0180
 OU0180                         *CURRENT SURVEY CONTROL
 OU0180  ___________________________________________________________________
 OU0180* NAD 83(1986)-  43 26 36.     (N)    104 52 44.     (W)     SCALED    
 OU0180* NAVD 88     -      1376.797  (meters)    4517.04   (feet)  ADJUSTED  
 OU0180  ___________________________________________________________________
 OU0180  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 OU0180  DYNAMIC HT  -        1376.086 (meters)    4514.71  (feet)  COMP
 OU0180  MODELED GRAV-     980,055.0   (mgal)                       NAVD 88
 OU0180
 OU0180  VERT ORDER  -  SECOND    CLASS 0
 OU0180
 OU0180.The horizontal coordinates were scaled from a topographic map and have
 OU0180.an estimated accuracy of +/- 6 seconds.
 OU0180
 OU0180.The orthometric height was determined by differential leveling
 OU0180.and adjusted by the National Geodetic Survey in June 1991..
 OU0180
 OU0180.The geoid height was determined by GEOID03.
 OU0180
 OU0180.The dynamic height is computed by dividing the NAVD 88
 OU0180.geopotential number by the normal gravity value computed on the
 OU0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0180.degrees latitude (g = 980.6199 gals.).
 OU0180
 OU0180.The modeled gravity was interpolated from observed gravity values.
 OU0180
 OU0180;                    North         East    Units  Estimated Accuracy
 OU0180;SPC WY E     -   326,940.      223,300.      MT  (+/- 180 meters Scaled)
 OU0180
 OU0180                          SUPERSEDED SURVEY CONTROL
 OU0180
 OU0180  NGVD 29 (??/??/92) 1376.050  (m)         4514.59   (f) ADJ UNCH    2 0
 OU0180
 OU0180.Superseded values are not recommended for survey control.
 OU0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0180.See file dsdata.txt to determine how the superseded data were derived.
 OU0180
 OU0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ098100(NAD 83)
 OU0180_MARKER: DB = BENCH MARK DISK
 OU0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0180_STAMPING: L 55 1934
 OU0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0180+STABILITY: SURFACE MOTION
 OU0180
 OU0180  HISTORY     - Date     Condition        Report By
 OU0180  HISTORY     - 1934     MONUMENTED       CGS
 OU0180  HISTORY     - 1957     GOOD             NGS
 OU0180  HISTORY     - 1976     GOOD             USGS
 OU0180
 OU0180                          STATION DESCRIPTION
 OU0180
 OU0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0180'8.5 MI E FROM DULL CENTER.
 OU0180'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0180'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0180'THENCE 3.9 MILES NORTH EAST ALONG A GRADED DIRT ROAD, THENCE
 OU0180'2.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, AT THE
 OU0180'TOP OF A HILL, 33 FEET SOUTHWEST OF THE CENTER LINE OF A
 OU0180'ROAD, 1 FOOT NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 OU0180'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE
 OU0180'SOUTHWEWST 1/4 OF SECTION 14, TOWNSHIP 40 NORTH, RANGE 67 WEST.
 OU0180
 OU0180                          STATION RECOVERY (1976)
 OU0180
 OU0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0180'NACHTMAN SCHOOL (DULL CENTER), 1.7 MILES EAST, THENCE, 3.3 MILES
 OU0180'NORTHEAST FROM, ALONG GRADED ROADS, THENCE 2.6 MILES SOUTHEAST ALONG
 OU0180'TRACK ROAD, AT THE TOP OF A HILL, IN THE SOUTHWEST 1/4 OF S. 14, T.
 OU0180'40 N., R. 67 W. 33 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD. A
 OU0180'STANDARD USC & GS DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 OU0180'ABOUT ABOUT 0.6 FOOT ABOVE GROUND. STAMPED "L 55 1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0223 ***********************************************************************
 OU0223  DESIGNATION -  L 57
 OU0223  PID         -  OU0223
 OU0223  STATE/COUNTY-  WY/CONVERSE
 OU0223  USGS QUAD   -  DUGOUT CREEK SOUTH (1984)
 OU0223
 OU0223                         *CURRENT SURVEY CONTROL
 OU0223  ___________________________________________________________________
 OU0223* NAD 83(1986)-  43 17 49.     (N)    105 20 22.     (W)     SCALED    
 OU0223* NAVD 88     -      1416.888  (meters)    4648.57   (feet)  ADJUSTED  
 OU0223  ___________________________________________________________________
 OU0223  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 OU0223  DYNAMIC HT  -        1416.088 (meters)    4645.95  (feet)  COMP
 OU0223  MODELED GRAV-     980,006.6   (mgal)                       NAVD 88
 OU0223
 OU0223  VERT ORDER  -  SECOND    CLASS 0
 OU0223
 OU0223.The horizontal coordinates were scaled from a topographic map and have
 OU0223.an estimated accuracy of +/- 6 seconds.
 OU0223
 OU0223.The orthometric height was determined by differential leveling
 OU0223.and adjusted by the National Geodetic Survey in June 1991..
 OU0223
 OU0223.The geoid height was determined by GEOID03.
 OU0223
 OU0223.The dynamic height is computed by dividing the NAVD 88
 OU0223.geopotential number by the normal gravity value computed on the
 OU0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0223.degrees latitude (g = 980.6199 gals.).
 OU0223
 OU0223.The modeled gravity was interpolated from observed gravity values.
 OU0223
 OU0223;                    North         East    Units  Estimated Accuracy
 OU0223;SPC WY E     -   310,660.      185,980.      MT  (+/- 180 meters Scaled)
 OU0223
 OU0223                          SUPERSEDED SURVEY CONTROL
 OU0223
 OU0223  NGVD 29 (??/??/92) 1416.091  (m)         4645.96   (f) ADJ UNCH    2 0
 OU0223
 OU0223.Superseded values are not recommended for survey control.
 OU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0223.See file dsdata.txt to determine how the superseded data were derived.
 OU0223
 OU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH724938(NAD 83)
 OU0223_MARKER: DB = BENCH MARK DISK
 OU0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0223_STAMPING: L-57 1934
 OU0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0223+STABILITY: SURFACE MOTION
 OU0223
 OU0223  HISTORY     - Date     Condition        Report By
 OU0223  HISTORY     - 1934     MONUMENTED       CGS
 OU0223  HISTORY     - 1957     GOOD             NGS
 OU0223
 OU0223                          STATION DESCRIPTION
 OU0223
 OU0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0223'8.3 MI NW FROM DRY CREEK.
 OU0223'8.3 MILES NORTHWEST 2 MILES NORTH ALONG STATE HIGHWAY 387 FROM
 OU0223'THE COMMUNITY CENTER AT DRY CREEK, CONVERSE COUNTY, THENCE ABOUT
 OU0223'6.3 MILES NORTHWEST ALONG THE ROAD LEADING TO GILLETTE, ABOUT
 OU0223'0.3 MILE WEST OF A RANCH, 30 FEET EAST OF THE CENTER LINE OF THE
 OU0223'ROAD, 6 FEET SOUTHWEST OF A CORNER FENCE POST, AND 5 FEET WEST
 OU0223'OF A RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 57 1934 AND
 OU0223'SET IN THE TOP OF A CONCRETE POST.  6.5 MI. NW ALONG STATE HWY.
 OU0223'59 FROM BILL, CONVERSE COUNTY, THENCE 0.5 MI. S. ALONG AN
 OU0223'ABANDONED COUNTY RD., 0.3 MI. W OF ABANDONED RANCH BUILDINGS,
 OU0223'30 FT. E. OF CENTER OF ROAD.
 OU0223
 OU0223                          STATION RECOVERY (1957)
 OU0223
 OU0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OU0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0269 ***********************************************************************
 OU0269  DESIGNATION -  L 58
 OU0269  PID         -  OU0269
 OU0269  STATE/COUNTY-  WY/CAMPBELL
 OU0269  USGS QUAD   -  BAKER SPRING (1984)
 OU0269
 OU0269                         *CURRENT SURVEY CONTROL
 OU0269  ___________________________________________________________________
 OU0269* NAD 83(1986)-  43 38 04.     (N)    105 43 07.     (W)     SCALED    
 OU0269* NAVD 88     -      1603.979  (meters)    5262.39   (feet)  ADJUSTED  
 OU0269  ___________________________________________________________________
 OU0269  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 OU0269  DYNAMIC HT  -        1603.090 (meters)    5259.47  (feet)  COMP
 OU0269  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 OU0269
 OU0269  VERT ORDER  -  SECOND    CLASS 0
 OU0269
 OU0269.The horizontal coordinates were scaled from a topographic map and have
 OU0269.an estimated accuracy of +/- 6 seconds.
 OU0269
 OU0269.The orthometric height was determined by differential leveling
 OU0269.and adjusted by the National Geodetic Survey in June 1991..
 OU0269
 OU0269.The geoid height was determined by GEOID03.
 OU0269
 OU0269.The dynamic height is computed by dividing the NAVD 88
 OU0269.geopotential number by the normal gravity value computed on the
 OU0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0269.degrees latitude (g = 980.6199 gals.).
 OU0269
 OU0269.The modeled gravity was interpolated from observed gravity values.
 OU0269
 OU0269;                    North         East    Units  Estimated Accuracy
 OU0269;SPC WY E     -   348,280.      155,460.      MT  (+/- 180 meters Scaled)
 OU0269
 OU0269                          SUPERSEDED SURVEY CONTROL
 OU0269
 OU0269  NGVD 29 (??/??/92) 1603.156  (m)         5259.69   (f) ADJ UNCH    2 0
 OU0269
 OU0269.Superseded values are not recommended for survey control.
 OU0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0269.See file dsdata.txt to determine how the superseded data were derived.
 OU0269
 OU0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ420315(NAD 83)
 OU0269_MARKER: DB = BENCH MARK DISK
 OU0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0269_STAMPING: L 58 1934
 OU0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0269+STABILITY: SURFACE MOTION
 OU0269
 OU0269  HISTORY     - Date     Condition        Report By
 OU0269  HISTORY     - 1934     MONUMENTED       CGS
 OU0269  HISTORY     - 1960     GOOD             USGS
 OU0269
 OU0269                          STATION DESCRIPTION
 OU0269
 OU0269'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 OU0269'3 MI NE FROM PINE TREE.
 OU0269'3.2 MI. NE ALONG STATE HWY. 387 FROM A RD. JCT. KNOWN AS PINE
 OU0269'TREE, THENCE 0.7 MI. W. ALONG FENCE LINE AND OLD ROAD BED,
 OU0269'ABOUT 15 MI. SW ALONG STATE HWY. 387 FROM RENO JUNCTION, THENCE
 OU0269'0.7 MI. W. ALONG FENCE LINE AND OLD ROAD BED, ABOUT 1900 FT.
 OU0269'DUE EAST OF CORNER OF SECS. 2, 3, 10, AND 11, T. 42 N., R. 74
 OU0269'W., AT CREST OF RIDGE, 30 FT. N. OF OLD RD. BED, 5 FT. S. OF
 OU0269'E.-W. FENCE.  A STD. DISK STAMPED L 58 1934 AND SET IN TOP OF
 OU0269'A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0021 ***********************************************************************
 PV0021  DESIGNATION -  L 59
 PV0021  PID         -  PV0021
 PV0021  STATE/COUNTY-  WY/CROOK
 PV0021  USGS QUAD   -  BEULAH (1984)
 PV0021
 PV0021                         *CURRENT SURVEY CONTROL
 PV0021  ___________________________________________________________________
 PV0021* NAD 83(1986)-  44 32 08.     (N)    104 07 16.     (W)     SCALED    
 PV0021* NAVD 88     -      1109.313  (meters)    3639.47   (feet)  ADJUSTED  
 PV0021  ___________________________________________________________________
 PV0021  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PV0021  DYNAMIC HT  -        1108.949 (meters)    3638.28  (feet)  COMP
 PV0021  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 PV0021
 PV0021  VERT ORDER  -  SECOND    CLASS 0
 PV0021
 PV0021.The horizontal coordinates were scaled from a topographic map and have
 PV0021.an estimated accuracy of +/- 6 seconds.
 PV0021
 PV0021.The orthometric height was determined by differential leveling
 PV0021.and adjusted by the National Geodetic Survey in June 1991..
 PV0021
 PV0021.The geoid height was determined by GEOID03.
 PV0021
 PV0021.The dynamic height is computed by dividing the NAVD 88
 PV0021.geopotential number by the normal gravity value computed on the
 PV0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0021.degrees latitude (g = 980.6199 gals.).
 PV0021
 PV0021.The modeled gravity was interpolated from observed gravity values.
 PV0021
 PV0021;                    North         East    Units  Estimated Accuracy
 PV0021;SPC WY E     -   448,790.      283,100.      MT  (+/- 180 meters Scaled)
 PV0021
 PV0021                          SUPERSEDED SURVEY CONTROL
 PV0021
 PV0021  NGVD 29 (??/??/92) 1108.764  (m)         3637.67   (f) ADJ UNCH    2 0
 PV0021
 PV0021.Superseded values are not recommended for survey control.
 PV0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0021.See file dsdata.txt to determine how the superseded data were derived.
 PV0021
 PV0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK698317(NAD 83)
 PV0021_MARKER: DB = BENCH MARK DISK
 PV0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0021_STAMPING: L 59 1934
 PV0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0021+STABILITY: SURFACE MOTION
 PV0021
 PV0021  HISTORY     - Date     Condition        Report By
 PV0021  HISTORY     - 1934     MONUMENTED       CGS
 PV0021  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0021  HISTORY     - 1981     GOOD             USGS
 PV0021
 PV0021                          STATION DESCRIPTION
 PV0021
 PV0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0021'1.8 MI SW FROM BEULAH.
 PV0021'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PV0021'AT BEULAH, CROOK COUNTY, AT THE WEST END OF A CURVE, 52 FEET
 PV0021'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN LINE WITH A ROW
 PV0021'OF POLES.  A STANDARD DISK, STAMPED L 59 1934 AND SET IN THE
 PV0021'TOP OF A CONCRETE POST.
 PV0021
 PV0021                          STATION RECOVERY (1981)
 PV0021
 PV0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PV0021'MARK IS ALONG OLD HIGHWAY 14 FROM BEULAH, 1 FT. NORTH OF METAL
 PV0021'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0013 ***********************************************************************
 MR0013  DESIGNATION -  L 6
 MR0013  PID         -  MR0013
 MR0013  STATE/COUNTY-  WY/UINTA
 MR0013  USGS QUAD   -  CHURCH BUTTE (1969)
 MR0013
 MR0013                         *CURRENT SURVEY CONTROL
 MR0013  ___________________________________________________________________
 MR0013* NAD 83(1986)-  41 33 28.     (N)    110 10 53.     (W)     SCALED    
 MR0013* NAVD 88     -      1936.994  (meters)    6354.95   (feet)  ADJUSTED  
 MR0013  ___________________________________________________________________
 MR0013  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 MR0013  DYNAMIC HT  -        1935.320 (meters)    6349.46  (feet)  COMP
 MR0013  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 MR0013
 MR0013  VERT ORDER  -  FIRST     CLASS II
 MR0013
 MR0013.The horizontal coordinates were scaled from a topographic map and have
 MR0013.an estimated accuracy of +/- 6 seconds.
 MR0013
 MR0013.The orthometric height was determined by differential leveling
 MR0013.and adjusted by the National Geodetic Survey in June 1991..
 MR0013
 MR0013.The geoid height was determined by GEOID03.
 MR0013
 MR0013.The dynamic height is computed by dividing the NAVD 88
 MR0013.geopotential number by the normal gravity value computed on the
 MR0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0013.degrees latitude (g = 980.6199 gals.).
 MR0013
 MR0013.The modeled gravity was interpolated from observed gravity values.
 MR0013
 MR0013;                    North         East    Units  Estimated Accuracy
 MR0013;SPC WY W     -   217,470.      791,820.      MT  (+/- 180 meters Scaled)
 MR0013
 MR0013                          SUPERSEDED SURVEY CONTROL
 MR0013
 MR0013  NGVD 29 (??/??/92) 1935.653  (m)         6350.55   (f) ADJ UNCH    1 2
 MR0013
 MR0013.Superseded values are not recommended for survey control.
 MR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0013.See file dsdata.txt to determine how the superseded data were derived.
 MR0013
 MR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM682010(NAD 83)
 MR0013_MARKER: Q = CHISELED SQUARE
 MR0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0013_SP_SET: SANDSTONE POST
 MR0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0013+STABILITY: SURFACE MOTION
 MR0013
 MR0013  HISTORY     - Date     Condition        Report By
 MR0013  HISTORY     - 1903     MONUMENTED       CGS
 MR0013  HISTORY     - 1958     MARK NOT FOUND   NGS
 MR0013
 MR0013                          STATION DESCRIPTION
 MR0013
 MR0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0013'IN CHURCH BUTTES.
 MR0013'AT CHURCH BUTTES, UINTA COUNTY, ON THE UNION PACIFIC RAILROAD, 0.25
 MR0013'MILE EAST OF MILEPOST 859, 200 FEET SOUTHWEST OF THE STATION SIGN, 40
 MR0013'FEET WEST OF BLOCK SIGNAL 8588, AND 70 FEET SOUTH OF THE CENTERLINE OF
 MR0013'THE EAST-BOUND TRACK.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE
 MR0013'LETTERS USBM IN THE TOP OF A SANDSTONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0185 ***********************************************************************
 PV0185  DESIGNATION -  L 60
 PV0185  PID         -  PV0185
 PV0185  STATE/COUNTY-  WY/CROOK
 PV0185  USGS QUAD   -  BONNIE RESERVOIR (1972)
 PV0185
 PV0185                         *CURRENT SURVEY CONTROL
 PV0185  ___________________________________________________________________
 PV0185* NAD 83(1986)-  44 45 16.     (N)    105 01 29.     (W)     SCALED    
 PV0185* NAVD 88     -      1193.318  (meters)    3915.08   (feet)  ADJUSTED  
 PV0185  ___________________________________________________________________
 PV0185  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0185  DYNAMIC HT  -        1192.904 (meters)    3913.72  (feet)  COMP
 PV0185  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 PV0185
 PV0185  VERT ORDER  -  SECOND    CLASS 0
 PV0185
 PV0185.The horizontal coordinates were scaled from a topographic map and have
 PV0185.an estimated accuracy of +/- 6 seconds.
 PV0185
 PV0185.The orthometric height was determined by differential leveling
 PV0185.and adjusted by the National Geodetic Survey in June 1991..
 PV0185
 PV0185.The geoid height was determined by GEOID03.
 PV0185
 PV0185.The dynamic height is computed by dividing the NAVD 88
 PV0185.geopotential number by the normal gravity value computed on the
 PV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0185.degrees latitude (g = 980.6199 gals.).
 PV0185
 PV0185.The modeled gravity was interpolated from observed gravity values.
 PV0185
 PV0185;                    North         East    Units  Estimated Accuracy
 PV0185;SPC WY E     -   472,590.      211,240.      MT  (+/- 180 meters Scaled)
 PV0185
 PV0185                          SUPERSEDED SURVEY CONTROL
 PV0185
 PV0185  NGVD 29 (??/??/92) 1192.666  (m)         3912.94   (f) ADJ UNCH    2 0
 PV0185
 PV0185.Superseded values are not recommended for survey control.
 PV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0185.See file dsdata.txt to determine how the superseded data were derived.
 PV0185
 PV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK980556(NAD 83)
 PV0185_MARKER: DB = BENCH MARK DISK
 PV0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0185_STAMPING: L 60 1934
 PV0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0185+STABILITY: SURFACE MOTION
 PV0185
 PV0185  HISTORY     - Date     Condition        Report By
 PV0185  HISTORY     - 1934     MONUMENTED       CGS
 PV0185
 PV0185                          STATION DESCRIPTION
 PV0185
 PV0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0185'1.2 MI S FROM STRONER.
 PV0185'ABOUT 1.2 MILES SOUTH ALONG THE ROAD LEADING TO CARLILE FROM
 PV0185'STRONER, CROOK COUNTY, ABOUT 14.5 MILES NORTH OF THE GENERAL
 PV0185'STORE AT OSHOTO, ABOUT 150 FEET NORTH OF A BRIDGE OVER A SMALL
 PV0185'CREEK, AND 35 FEET WEST OF THE CENTER LINE OF THE ROAD.  A
 PV0185'STANDARD DISK, STAMPED L 60 1934 AND SET IN THE TOP OF A CONCRETE
 PV0185'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0672 ***********************************************************************
 PV0672  DESIGNATION -  L 61 RESET
 PV0672  PID         -  PV0672
 PV0672  STATE/COUNTY-  WY/CROOK
 PV0672  USGS QUAD   -  DEVILS TOWER (1984)
 PV0672
 PV0672                         *CURRENT SURVEY CONTROL
 PV0672  ___________________________________________________________________
 PV0672* NAD 83(1986)-  44 30 10.     (N)    104 41 26.     (W)     SCALED    
 PV0672* NAVD 88     -      1277.12   (meters)    4190.0    (feet)  RESET     
 PV0672  ___________________________________________________________________
 PV0672  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 PV0672
 PV0672  VERT ORDER  -  THIRD
 PV0672
 PV0672.The horizontal coordinates were scaled from a topographic map and have
 PV0672.an estimated accuracy of +/- 6 seconds.
 PV0672
 PV0672.The orthometric height was computed from unverified reset data.
 PV0672
 PV0672.The geoid height was determined by GEOID03.
 PV0672
 PV0672;                    North         East    Units  Estimated Accuracy
 PV0672;SPC WY E     -   444,720.      237,860.      MT  (+/- 180 meters Scaled)
 PV0672
 PV0672                          SUPERSEDED SURVEY CONTROL
 PV0672
 PV0672.No superseded survey control is available for this station.
 PV0672
 PV0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK245277(NAD 83)
 PV0672_MARKER: DV = VERTICAL CONTROL DISK
 PV0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0672_SP_SET: CONCRETE POST
 PV0672_STAMPING: L 61 RESET 1980
 PV0672_MARK LOGO: NGS   
 PV0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0672+STABILITY: SURFACE MOTION
 PV0672
 PV0672  HISTORY     - Date     Condition        Report By
 PV0672  HISTORY     - 1980     MONUMENTED       WYHD
 PV0672
 PV0672                          STATION DESCRIPTION
 PV0672
 PV0672'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1980
 PV0672'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE IN
 PV0672'CARLILE, IN THE TRIANGLE FORMED BY THE JUNCTION WITH STATE HIGHWAY
 PV0672'24, 70 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 14, AND 155 FEET
 PV0672'EAST OF THE CENTERLINE OF STATE HIGHWAY 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0095 ***********************************************************************
 NQ0095  DESIGNATION -  L 63
 NQ0095  PID         -  NQ0095
 NQ0095  STATE/COUNTY-  WY/GOSHEN
 NQ0095  USGS QUAD   -  COTTIER (1990)
 NQ0095
 NQ0095                         *CURRENT SURVEY CONTROL
 NQ0095  ___________________________________________________________________
 NQ0095* NAD 83(1986)-  42 00 46.     (N)    104 18 13.     (W)     SCALED    
 NQ0095* NAVD 88     -      1273.164  (meters)    4177.04   (feet)  ADJUSTED  
 NQ0095  ___________________________________________________________________
 NQ0095  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 NQ0095  DYNAMIC HT  -        1272.341 (meters)    4174.34  (feet)  COMP
 NQ0095  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 NQ0095
 NQ0095  VERT ORDER  -  SECOND    CLASS 0
 NQ0095
 NQ0095.The horizontal coordinates were scaled from a topographic map and have
 NQ0095.an estimated accuracy of +/- 6 seconds.
 NQ0095
 NQ0095.The orthometric height was determined by differential leveling
 NQ0095.and adjusted by the National Geodetic Survey in June 1991..
 NQ0095
 NQ0095.The geoid height was determined by GEOID03.
 NQ0095
 NQ0095.The dynamic height is computed by dividing the NAVD 88
 NQ0095.geopotential number by the normal gravity value computed on the
 NQ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0095.degrees latitude (g = 980.6199 gals.).
 NQ0095
 NQ0095.The modeled gravity was interpolated from observed gravity values.
 NQ0095
 NQ0095;                    North         East    Units  Estimated Accuracy
 NQ0095;SPC WY E     -   168,360.      271,490.      MT  (+/- 180 meters Scaled)
 NQ0095
 NQ0095                          SUPERSEDED SURVEY CONTROL
 NQ0095
 NQ0095  NGVD 29 (??/??/92) 1272.408  (m)         4174.56   (f) ADJ UNCH    2 0
 NQ0095
 NQ0095.Superseded values are not recommended for survey control.
 NQ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0095.See file dsdata.txt to determine how the superseded data were derived.
 NQ0095
 NQ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG576514(NAD 83)
 NQ0095_MARKER: DB = BENCH MARK DISK
 NQ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0095_STAMPING: L 63 1934
 NQ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0095+STABILITY: SURFACE MOTION
 NQ0095
 NQ0095  HISTORY     - Date     Condition        Report By
 NQ0095  HISTORY     - 1934     MONUMENTED       CGS
 NQ0095
 NQ0095                          STATION DESCRIPTION
 NQ0095
 NQ0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0095'5.5 MI NE FROM VETERAN.
 NQ0095'5.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NQ0095'STATION AT VETERAN, AT THE SIDING OF BUFFINGTON, 0.2 MILE SOUTH
 NQ0095'OF MILEPOST 193, 77.9 FEET EAST OF THE EAST END OF THE FOUNDATION
 NQ0095'OF THE SUGAR BEET DUMP, 50.7 FEET NORTH OF THE NORTH RAIL OF THE
 NQ0095'MAIN TRACK, AND 2.3 FEET WEST OF A FENCE CORNER.  A STANDARD
 NQ0095'DISK, STAMPED L 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0069 ***********************************************************************
 NQ0069  DESIGNATION -  L 64
 NQ0069  PID         -  NQ0069
 NQ0069  STATE/COUNTY-  WY/GOSHEN
 NQ0069  USGS QUAD   -  BARNES (1990)
 NQ0069
 NQ0069                         *CURRENT SURVEY CONTROL
 NQ0069  ___________________________________________________________________
 NQ0069* NAD 83(1986)-  42 09 04.     (N)    104 22 56.     (W)     SCALED    
 NQ0069* NAVD 88     -      1275.517  (meters)    4184.76   (feet)  ADJUSTED  
 NQ0069  ___________________________________________________________________
 NQ0069  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 NQ0069  DYNAMIC HT  -        1274.705 (meters)    4182.09  (feet)  COMP
 NQ0069  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 NQ0069
 NQ0069  VERT ORDER  -  SECOND    CLASS 0
 NQ0069
 NQ0069.The horizontal coordinates were scaled from a topographic map and have
 NQ0069.an estimated accuracy of +/- 6 seconds.
 NQ0069
 NQ0069.The orthometric height was determined by differential leveling
 NQ0069.and adjusted by the National Geodetic Survey in June 1991..
 NQ0069
 NQ0069.The geoid height was determined by GEOID03.
 NQ0069
 NQ0069.The dynamic height is computed by dividing the NAVD 88
 NQ0069.geopotential number by the normal gravity value computed on the
 NQ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0069.degrees latitude (g = 980.6199 gals.).
 NQ0069
 NQ0069.The modeled gravity was interpolated from observed gravity values.
 NQ0069
 NQ0069;                    North         East    Units  Estimated Accuracy
 NQ0069;SPC WY E     -   183,660.      264,830.      MT  (+/- 180 meters Scaled)
 NQ0069
 NQ0069                          SUPERSEDED SURVEY CONTROL
 NQ0069
 NQ0069  NGVD 29 (??/??/92) 1274.745  (m)         4182.23   (f) ADJ UNCH    2 0
 NQ0069
 NQ0069.Superseded values are not recommended for survey control.
 NQ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0069.See file dsdata.txt to determine how the superseded data were derived.
 NQ0069
 NQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG510667(NAD 83)
 NQ0069_MARKER: DB = BENCH MARK DISK
 NQ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0069_STAMPING: L 64 1934
 NQ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0069+STABILITY: SURFACE MOTION
 NQ0069
 NQ0069  HISTORY     - Date     Condition        Report By
 NQ0069  HISTORY     - 1934     MONUMENTED       CGS
 NQ0069
 NQ0069                          STATION DESCRIPTION
 NQ0069
 NQ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0069'2.2 MI NW FROM LINGLE.
 NQ0069'2.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0069'RAILROAD FROM THE STATION AT LINGLE, ABOUT 440 FEET EAST OF
 NQ0069'MILEPOST 74, 26.6 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 61.3
 NQ0069'FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 26.  A STANDARD
 NQ0069'DISK, STAMPED L 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0643 ***********************************************************************
 MO0643  DESIGNATION -  L 65
 MO0643  PID         -  MO0643
 MO0643  STATE/COUNTY-  WY/ALBANY
 MO0643  USGS QUAD   -  MILLBROOK (1992)
 MO0643
 MO0643                         *CURRENT SURVEY CONTROL
 MO0643  ___________________________________________________________________
 MO0643* NAD 83(1986)-  41 18 38.     (N)    105 53 28.     (W)     SCALED    
 MO0643* NAVD 88     -      2273.492  (meters)    7458.95   (feet)  ADJUSTED  
 MO0643  ___________________________________________________________________
 MO0643  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 MO0643  DYNAMIC HT  -        2271.452 (meters)    7452.26  (feet)  COMP
 MO0643  MODELED GRAV-     979,643.8   (mgal)                       NAVD 88
 MO0643
 MO0643  VERT ORDER  -  FIRST     CLASS II
 MO0643
 MO0643.The horizontal coordinates were scaled from a topographic map and have
 MO0643.an estimated accuracy of +/- 6 seconds.
 MO0643
 MO0643.The orthometric height was determined by differential leveling
 MO0643.and adjusted by the National Geodetic Survey in June 1991..
 MO0643.WARNING-Repeat measurements at this control monument indicate possible
 MO0643.vertical movement.
 MO0643
 MO0643.The geoid height was determined by GEOID03.
 MO0643
 MO0643.The dynamic height is computed by dividing the NAVD 88
 MO0643.geopotential number by the normal gravity value computed on the
 MO0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0643.degrees latitude (g = 980.6199 gals.).
 MO0643
 MO0643.The modeled gravity was interpolated from observed gravity values.
 MO0643
 MO0643;                    North         East    Units  Estimated Accuracy
 MO0643;SPC WY E     -    90,260.      139,340.      MT  (+/- 180 meters Scaled)
 MO0643
 MO0643                          SUPERSEDED SURVEY CONTROL
 MO0643
 MO0643  NGVD 29 (??/??/92) 2272.367  (m)         7455.26   (f) ADJ UNCH    1 2
 MO0643
 MO0643.Superseded values are not recommended for survey control.
 MO0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0643.See file dsdata.txt to determine how the superseded data were derived.
 MO0643
 MO0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF254736(NAD 83)
 MO0643_MARKER: DB = BENCH MARK DISK
 MO0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0643_STAMPING: L 65 1934
 MO0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0643+STABILITY: SURFACE MOTION
 MO0643
 MO0643  HISTORY     - Date     Condition        Report By
 MO0643  HISTORY     - 1934     MONUMENTED       CGS
 MO0643  HISTORY     - 1956     GOOD             NGS
 MO0643
 MO0643                          STATION DESCRIPTION
 MO0643
 MO0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0643'13.7 MI W FROM CENTENNIAL.
 MO0643'13.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0643'RAILROAD FROM THE STATION AT CENTENNIAL, 348 FEET SOUTHWEST OF THE
 MO0643'SOUTHWEST LEG OF A WINDMILL TOWER, 59.6 FEET SOUTH OF MILEPOST
 MO0643'16, 25.2 FEET EAST OF THE EAST RAIL, 2.4 FEET NORTH OF A WITNESS
 MO0643'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT
 MO0643'ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 35, TOWNSHIP
 MO0643'16 NORTH, RANGE 76 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0079 ***********************************************************************
 MP0079  DESIGNATION -  L 66
 MP0079  PID         -  MP0079
 MP0079  STATE/COUNTY-  WY/ALBANY
 MP0079  USGS QUAD   -  LAKE OWEN (1992)
 MP0079
 MP0079                         *CURRENT SURVEY CONTROL
 MP0079  ___________________________________________________________________
 MP0079* NAD 83(1986)-  41 10 14.     (N)    106 06 35.     (W)     SCALED    
 MP0079* NAVD 88     -      2674.699  (meters)    8775.24   (feet)  ADJUSTED  
 MP0079  ___________________________________________________________________
 MP0079  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 MP0079  DYNAMIC HT  -        2672.125 (meters)    8766.80  (feet)  COMP
 MP0079  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 MP0079
 MP0079  VERT ORDER  -  FIRST     CLASS II
 MP0079
 MP0079.The horizontal coordinates were scaled from a topographic map and have
 MP0079.an estimated accuracy of +/- 6 seconds.
 MP0079
 MP0079.The orthometric height was determined by differential leveling
 MP0079.and adjusted by the National Geodetic Survey in June 1991..
 MP0079
 MP0079.The geoid height was determined by GEOID03.
 MP0079
 MP0079.The dynamic height is computed by dividing the NAVD 88
 MP0079.geopotential number by the normal gravity value computed on the
 MP0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0079.degrees latitude (g = 980.6199 gals.).
 MP0079
 MP0079.The modeled gravity was interpolated from observed gravity values.
 MP0079
 MP0079;                    North         East    Units  Estimated Accuracy
 MP0079;SPC WY E     -    74,890.      120,870.      MT  (+/- 180 meters Scaled)
 MP0079
 MP0079                          SUPERSEDED SURVEY CONTROL
 MP0079
 MP0079  NGVD 29 (??/??/92) 2673.446  (m)         8771.13   (f) ADJ UNCH    1 2
 MP0079
 MP0079.Superseded values are not recommended for survey control.
 MP0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0079.See file dsdata.txt to determine how the superseded data were derived.
 MP0079
 MP0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF069582(NAD 83)
 MP0079_MARKER: DB = BENCH MARK DISK
 MP0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0079_STAMPING: L 66 1934
 MP0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0079+STABILITY: SURFACE MOTION
 MP0079
 MP0079  HISTORY     - Date     Condition        Report By
 MP0079  HISTORY     - 1934     MONUMENTED       CGS
 MP0079  HISTORY     - 1956     GOOD             NGS
 MP0079
 MP0079                          STATION DESCRIPTION
 MP0079
 MP0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0079'4.8 MI SE FROM ALBANY.
 MP0079'4.8 MILES SOUTHEAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0079'RAILROAD FROM THE STATION AT ALBANY, 25.7 FEET SOUTHEAST OF THE 1ST
 MP0079'POLE SOUTHWEST OF MILEPOST 45, 30 FEET NORTH OF THE CENTER OF A ROAD
 MP0079'CROSSING, 8.4 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.8 FEET SOUTHEAST
 MP0079'OF A WITNESS POST, 1 FOOT BELOW THE TOP OF THE GROUND, SET IN THE TOP
 MP0079'OF A CONCRETE POST, IN THE NORTHWEST 1/4 OF SECTION 24, TOWNSHIP 14
 MP0079'NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0054 ***********************************************************************
 NT0054  DESIGNATION -  L 68
 NT0054  PID         -  NT0054
 NT0054  STATE/COUNTY-  WY/LINCOLN
 NT0054  USGS QUAD   -  SALT FLAT (1984)
 NT0054
 NT0054                         *CURRENT SURVEY CONTROL
 NT0054  ___________________________________________________________________
 NT0054* NAD 83(1986)-  42 24 05.     (N)    110 59 29.     (W)     SCALED    
 NT0054* NAVD 88     -      1935.725  (meters)    6350.79   (feet)  ADJUSTED  
 NT0054  ___________________________________________________________________
 NT0054  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 NT0054  DYNAMIC HT  -        1934.227 (meters)    6345.88  (feet)  COMP
 NT0054  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 NT0054
 NT0054  VERT ORDER  -  SECOND    CLASS 0
 NT0054
 NT0054.The horizontal coordinates were scaled from a topographic map and have
 NT0054.an estimated accuracy of +/- 6 seconds.
 NT0054
 NT0054.The orthometric height was determined by differential leveling
 NT0054.and adjusted by the National Geodetic Survey in June 1991..
 NT0054
 NT0054.The geoid height was determined by GEOID03.
 NT0054
 NT0054.The dynamic height is computed by dividing the NAVD 88
 NT0054.geopotential number by the normal gravity value computed on the
 NT0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0054.degrees latitude (g = 980.6199 gals.).
 NT0054
 NT0054.The modeled gravity was interpolated from observed gravity values.
 NT0054
 NT0054;                    North         East    Units  Estimated Accuracy
 NT0054;SPC WY W     -   311,560.      725,250.      MT  (+/- 180 meters Scaled)
 NT0054
 NT0054                          SUPERSEDED SURVEY CONTROL
 NT0054
 NT0054  NGVD 29 (??/??/92) 1934.407  (m)         6346.47   (f) ADJ UNCH    2 0
 NT0054
 NT0054.Superseded values are not recommended for survey control.
 NT0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0054.See file dsdata.txt to determine how the superseded data were derived.
 NT0054
 NT0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM007943(NAD 83)
 NT0054_MARKER: DB = BENCH MARK DISK
 NT0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0054_SP_SET: RETAINING WALL
 NT0054_STAMPING: L 68 1934
 NT0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0054
 NT0054  HISTORY     - Date     Condition        Report By
 NT0054  HISTORY     - 1934     MONUMENTED       CGS
 NT0054  HISTORY     - 1967     GOOD             USGS
 NT0054
 NT0054                          STATION DESCRIPTION
 NT0054
 NT0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0054'19.1 MI N FROM BORDER.
 NT0054'19.1 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE CROSSING OF THE
 NT0054'WYOMING-IDAHO STATE LINE AND THE UNION PACIFIC RAILROAD TRACK AT
 NT0054'BORDER, LINCOLN COUNTY, 500 FEET NORTHEAST OF THE SHARP CURVE AT THE
 NT0054'SOUTH POINT OF A RIDGE, 450 FEET SOUTHWEST OF THE INTERSECTION OF A
 NT0054'DIRT ROAD LEADING NORTHEAST UP A GULCH, AT A CONCRETE BRIDGE OVER SALT
 NT0054'CREEK, IN THE TOP OF THE NORTH CORNER OF A RETAINING WALL, AND 12 FEET
 NT0054'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 NT0054'L 68 1934.
 NT0054
 NT0054                          STATION RECOVERY (1967)
 NT0054
 NT0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0113 ***********************************************************************
 PV0113  DESIGNATION -  L 7
 PV0113  PID         -  PV0113
 PV0113  STATE/COUNTY-  WY/CROOK
 PV0113  USGS QUAD   -  FREDA CREEK (1982)
 PV0113
 PV0113                         *CURRENT SURVEY CONTROL
 PV0113  ___________________________________________________________________
 PV0113* NAD 83(1986)-  44 11 54.     (N)    104 51 55.     (W)     SCALED    
 PV0113* NAVD 88     -      1328.121  (meters)    4357.34   (feet)  ADJUSTED  
 PV0113  ___________________________________________________________________
 PV0113  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0113  DYNAMIC HT  -        1327.573 (meters)    4355.55  (feet)  COMP
 PV0113  MODELED GRAV-     980,158.9   (mgal)                       NAVD 88
 PV0113
 PV0113  VERT ORDER  -  FIRST     CLASS II
 PV0113
 PV0113.The horizontal coordinates were scaled from a topographic map and have
 PV0113.an estimated accuracy of +/- 6 seconds.
 PV0113
 PV0113.The orthometric height was determined by differential leveling
 PV0113.and adjusted by the National Geodetic Survey in June 1991..
 PV0113
 PV0113.The geoid height was determined by GEOID03.
 PV0113
 PV0113.The dynamic height is computed by dividing the NAVD 88
 PV0113.geopotential number by the normal gravity value computed on the
 PV0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0113.degrees latitude (g = 980.6199 gals.).
 PV0113
 PV0113.The modeled gravity was interpolated from observed gravity values.
 PV0113
 PV0113;                    North         East    Units  Estimated Accuracy
 PV0113;SPC WY E     -   410,830.      224,090.      MT  (+/- 180 meters Scaled)
 PV0113
 PV0113                          SUPERSEDED SURVEY CONTROL
 PV0113
 PV0113  NGVD 29 (??/??/92) 1327.479  (m)         4355.24   (f) ADJ UNCH    1 2
 PV0113
 PV0113.Superseded values are not recommended for survey control.
 PV0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0113.See file dsdata.txt to determine how the superseded data were derived.
 PV0113
 PV0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ107939(NAD 83)
 PV0113_MARKER: B = BOLT
 PV0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PV0113_SP_SET: CULVERT
 PV0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0113
 PV0113  HISTORY     - Date     Condition        Report By
 PV0113  HISTORY     - 1908     MONUMENTED       CGS
 PV0113  HISTORY     - 1957     GOOD             NGS
 PV0113
 PV0113                          STATION DESCRIPTION
 PV0113
 PV0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0113'6.4 MI SE FROM MOORCROFT.
 PV0113'6.35 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0113'RAILROAD FROM THE STATION AT MOORCROFT, 6 POLES EAST OF MILEPOST
 PV0113'563, 46 FEET SOUTH OF THE SOUTH RAIL, ABOUT 30 FEET BELOW THE
 PV0113'TRACK AND IN THE CENTER OF THE TOP OF THE SOUTH CONCRETE HEAD
 PV0113'WALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0197 ***********************************************************************
 MR0197  DESIGNATION -  L 70
 MR0197  PID         -  MR0197
 MR0197  STATE/COUNTY-  WY/LINCOLN
 MR0197  USGS QUAD   -  FOSSIL (1985)
 MR0197
 MR0197                         *CURRENT SURVEY CONTROL
 MR0197  ___________________________________________________________________
 MR0197* NAD 83(1986)-  41 48 53.     (N)    110 39 45.     (W)     SCALED    
 MR0197* NAVD 88     -      2071.652  (meters)    6796.74   (feet)  ADJUSTED  
 MR0197  ___________________________________________________________________
 MR0197  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 MR0197  DYNAMIC HT  -        2069.854 (meters)    6790.85  (feet)  COMP
 MR0197  MODELED GRAV-     979,681.0   (mgal)                       NAVD 88
 MR0197
 MR0197  VERT ORDER  -  SECOND    CLASS 0
 MR0197
 MR0197.The horizontal coordinates were scaled from a topographic map and have
 MR0197.an estimated accuracy of +/- 6 seconds.
 MR0197
 MR0197.The orthometric height was determined by differential leveling
 MR0197.and adjusted by the National Geodetic Survey in June 1991..
 MR0197
 MR0197.The geoid height was determined by GEOID03.
 MR0197
 MR0197.The dynamic height is computed by dividing the NAVD 88
 MR0197.geopotential number by the normal gravity value computed on the
 MR0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0197.degrees latitude (g = 980.6199 gals.).
 MR0197
 MR0197.The modeled gravity was interpolated from observed gravity values.
 MR0197
 MR0197;                    North         East    Units  Estimated Accuracy
 MR0197;SPC WY W     -   246,160.      751,880.      MT  (+/- 180 meters Scaled)
 MR0197
 MR0197                          SUPERSEDED SURVEY CONTROL
 MR0197
 MR0197  NGVD 29 (??/??/92) 2070.251  (m)         6792.15   (f) ADJ UNCH    2 0
 MR0197
 MR0197.Superseded values are not recommended for survey control.
 MR0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0197.See file dsdata.txt to determine how the superseded data were derived.
 MR0197
 MR0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM280292(NAD 83)
 MR0197_MARKER: DB = BENCH MARK DISK
 MR0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0197_STAMPING: L 70 1934
 MR0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0197+STABILITY: SURFACE MOTION
 MR0197
 MR0197  HISTORY     - Date     Condition        Report By
 MR0197  HISTORY     - 1934     MONUMENTED       CGS
 MR0197  HISTORY     - 1966     GOOD             NGS
 MR0197
 MR0197                          STATION DESCRIPTION
 MR0197
 MR0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0197'6.9 MI W FROM KEMMERER.
 MR0197'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0197'KEMMERER, THENCE 1.7 MILES WEST ALONG U.S. HIGHWAY 30N, 255 FEET SOUTH
 MR0197'OF THE CENTER LINE OF THE HIGHWAY, 233 FEET SOUTH OF THE EAST END OF A
 MR0197'STEEL CATTLEGUARD, ABOUT 35 FEET SOUTH OF THE SOUTH BANK OF A DEEP
 MR0197'DRAIN DITCH, 20.9 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A WITNESS
 MR0197'POST, ABOUT 20 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 MR0197'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0290 ***********************************************************************
 MQ0290  DESIGNATION -  L 71
 MQ0290  PID         -  MQ0290
 MQ0290  STATE/COUNTY-  WY/SWEETWATER
 MQ0290  USGS QUAD   -  BLUE POINT (1980)
 MQ0290
 MQ0290                         *CURRENT SURVEY CONTROL
 MQ0290  ___________________________________________________________________
 MQ0290* NAD 83(1986)-  41 43 40.     (N)    109 49 20.     (W)     SCALED    
 MQ0290* NAVD 88     -      1987.601  (meters)    6520.99   (feet)  ADJUSTED  
 MQ0290  ___________________________________________________________________
 MQ0290  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MQ0290  DYNAMIC HT  -        1985.894 (meters)    6515.39  (feet)  COMP
 MQ0290  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 MQ0290
 MQ0290  VERT ORDER  -  SECOND    CLASS 0
 MQ0290
 MQ0290.The horizontal coordinates were scaled from a topographic map and have
 MQ0290.an estimated accuracy of +/- 6 seconds.
 MQ0290
 MQ0290.The orthometric height was determined by differential leveling
 MQ0290.and adjusted by the National Geodetic Survey in June 1991..
 MQ0290
 MQ0290.The geoid height was determined by GEOID03.
 MQ0290
 MQ0290.The dynamic height is computed by dividing the NAVD 88
 MQ0290.geopotential number by the normal gravity value computed on the
 MQ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0290.degrees latitude (g = 980.6199 gals.).
 MQ0290
 MQ0290.The modeled gravity was interpolated from observed gravity values.
 MQ0290
 MQ0290;                    North         East    Units  Estimated Accuracy
 MQ0290;SPC WYWC     -   136,900.      510,790.      MT  (+/- 180 meters Scaled)
 MQ0290
 MQ0290                          SUPERSEDED SURVEY CONTROL
 MQ0290
 MQ0290  NGVD 29 (??/??/92) 1986.287  (m)         6516.68   (f) ADJ UNCH    2 0
 MQ0290
 MQ0290.Superseded values are not recommended for survey control.
 MQ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0290.See file dsdata.txt to determine how the superseded data were derived.
 MQ0290
 MQ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM979202(NAD 83)
 MQ0290_MARKER: DB = BENCH MARK DISK
 MQ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0290_STAMPING: L 71 1934
 MQ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0290+STABILITY: SURFACE MOTION
 MQ0290
 MQ0290  HISTORY     - Date     Condition        Report By
 MQ0290  HISTORY     - 1934     MONUMENTED       CGS
 MQ0290
 MQ0290                          STATION DESCRIPTION
 MQ0290
 MQ0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0290'14.6 MI NE FROM GRANGER.
 MQ0290'ABOUT 14.6 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0290'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT
 MQ0290'2.5 MILES WEST OF THE INTERSECTION WITH THE YELLOWSTONE ROAD, ABOUT
 MQ0290'0.2 MILE NORTHWEST OF A ROUND TOP KNOLL ABOUT 50 FEET HIGH ON AN
 MQ0290'ALKALI FLAT, 48 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 MQ0290'MARKED BY A 2- BY 4-INCH POST PROJECTING ABOUT 2 FEET ABOVE GROUND. A
 MQ0290'STANDARD DISK, STAMPED L 71 1934 AND SET IN THE TOP OF A CONCRETE
 MQ0290'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0243 ***********************************************************************
 MQ0243  DESIGNATION -  L 72
 MQ0243  PID         -  MQ0243
 MQ0243  STATE/COUNTY-  WY/SWEETWATER
 MQ0243  USGS QUAD   -  ANTELOPE WASH (1980)
 MQ0243
 MQ0243                         *CURRENT SURVEY CONTROL
 MQ0243  ___________________________________________________________________
 MQ0243* NAD 83(1986)-  41 01 30.     (N)    109 52 14.     (W)     SCALED    
 MQ0243* NAVD 88     -      2145.549  (meters)    7039.19   (feet)  ADJUSTED  
 MQ0243  ___________________________________________________________________
 MQ0243  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 MQ0243  DYNAMIC HT  -        2143.527 (meters)    7032.55  (feet)  COMP
 MQ0243  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 MQ0243
 MQ0243  VERT ORDER  -  SECOND    CLASS 0
 MQ0243
 MQ0243.The horizontal coordinates were scaled from a topographic map and have
 MQ0243.an estimated accuracy of +/- 6 seconds.
 MQ0243
 MQ0243.The orthometric height was determined by differential leveling
 MQ0243.and adjusted by the National Geodetic Survey in June 1991..
 MQ0243
 MQ0243.The geoid height was determined by GEOID03.
 MQ0243
 MQ0243.The dynamic height is computed by dividing the NAVD 88
 MQ0243.geopotential number by the normal gravity value computed on the
 MQ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0243.degrees latitude (g = 980.6199 gals.).
 MQ0243
 MQ0243.The modeled gravity was interpolated from observed gravity values.
 MQ0243
 MQ0243;                    North         East    Units  Estimated Accuracy
 MQ0243;SPC WYWC     -    58,900.      505,760.      MT  (+/- 180 meters Scaled)
 MQ0243
 MQ0243                          SUPERSEDED SURVEY CONTROL
 MQ0243
 MQ0243  NGVD 29 (??/??/92) 2144.186  (m)         7034.72   (f) ADJ UNCH    2 0
 MQ0243
 MQ0243.Superseded values are not recommended for survey control.
 MQ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0243.See file dsdata.txt to determine how the superseded data were derived.
 MQ0243
 MQ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL949421(NAD 83)
 MQ0243_MARKER: DB = BENCH MARK DISK
 MQ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0243_STAMPING: L 72 1934
 MQ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0243+STABILITY: SURFACE MOTION
 MQ0243
 MQ0243  HISTORY     - Date     Condition        Report By
 MQ0243  HISTORY     - 1934     MONUMENTED       CGS
 MQ0243
 MQ0243                          STATION DESCRIPTION
 MQ0243
 MQ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0243'4.1 MI E FROM MCKINNON.
 MQ0243'4.1 MILES EAST ALONG THE ROAD LEADING TO MANILA FROM THE PUBLIC SCHOOL
 MQ0243'AT MCKINNON, SWEETWATER COUNTY, ON THE NORTH-AND-SOUTH PORTION OF A
 MQ0243'LONG CURVE, 54 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4
 MQ0243'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED L 72 1934 AND SET
 MQ0243'IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 690 FEET SOUTH OF THE
 MQ0243'INTERSECTION OF THE ROAD AND AN ABANDONED ROAD, 50 FEET WEST OF THE
 MQ0243'CENTER LINE OF ABANDONED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0083 ***********************************************************************
 MR0083  DESIGNATION -  L 73
 MR0083  PID         -  MR0083
 MR0083  STATE/COUNTY-  WY/UINTA
 MR0083  USGS QUAD   -  TURTLE HILL (1965)
 MR0083
 MR0083                         *CURRENT SURVEY CONTROL
 MR0083  ___________________________________________________________________
 MR0083* NAD 83(1986)-  41 18 57.     (N)    110 13 46.     (W)     SCALED    
 MR0083* NAVD 88     -      2002.193  (meters)    6568.86   (feet)  ADJUSTED  
 MR0083  ___________________________________________________________________
 MR0083  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 MR0083  DYNAMIC HT  -        2000.418 (meters)    6563.04  (feet)  COMP
 MR0083  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 MR0083
 MR0083  VERT ORDER  -  SECOND    CLASS 0
 MR0083
 MR0083.The horizontal coordinates were scaled from a topographic map and have
 MR0083.an estimated accuracy of +/- 6 seconds.
 MR0083
 MR0083.The orthometric height was determined by differential leveling
 MR0083.and adjusted by the National Geodetic Survey in June 1991..
 MR0083
 MR0083.The geoid height was determined by GEOID03.
 MR0083
 MR0083.The dynamic height is computed by dividing the NAVD 88
 MR0083.geopotential number by the normal gravity value computed on the
 MR0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0083.degrees latitude (g = 980.6199 gals.).
 MR0083
 MR0083.The modeled gravity was interpolated from observed gravity values.
 MR0083
 MR0083;                    North         East    Units  Estimated Accuracy
 MR0083;SPC WY W     -   190,610.      787,770.      MT  (+/- 180 meters Scaled)
 MR0083
 MR0083                          SUPERSEDED SURVEY CONTROL
 MR0083
 MR0083  NGVD 29 (??/??/92) 2000.886  (m)         6564.57   (f) ADJ UNCH    2 0
 MR0083
 MR0083.Superseded values are not recommended for survey control.
 MR0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0083.See file dsdata.txt to determine how the superseded data were derived.
 MR0083
 MR0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL644741(NAD 83)
 MR0083_MARKER: DB = BENCH MARK DISK
 MR0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0083_STAMPING: L 73 1934
 MR0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0083+STABILITY: SURFACE MOTION
 MR0083
 MR0083  HISTORY     - Date     Condition        Report By
 MR0083  HISTORY     - 1934     MONUMENTED       CGS
 MR0083
 MR0083                          STATION DESCRIPTION
 MR0083
 MR0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0083'4.4 MI SE FROM LYMAN.
 MR0083'4.4 MILES SOUTHEAST ALONG THE ROAD LEADING TO LONETREE FROM THE HIGH
 MR0083'SCHOOL AT LYMAN, UINTA COUNTY, 0.2 MILE SOUTHWEST OF A BRIDGE OVER A
 MR0083'CREEK, 285 FEET NORTHEAST OF A FENCE CORNER, AT THE NORTHEAST BREAK ON
 MR0083'THE SUMMIT OF A HILL, 60 FEET NORTHEAST OF A SMALL GROUP OF COTTONWOOD
 MR0083'TREES, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT
 MR0083'NORTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED L 73 1934 AND SET IN
 MR0083'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0314 ***********************************************************************
 MP0314  DESIGNATION -  L 74
 MP0314  PID         -  MP0314
 MP0314  STATE/COUNTY-  WY/CARBON
 MP0314  USGS QUAD   -  RED MOUNTAIN (1983)
 MP0314
 MP0314                         *CURRENT SURVEY CONTROL
 MP0314  ___________________________________________________________________
 MP0314* NAD 83(1986)-  41 09 43.     (N)    106 59 29.     (W)     SCALED    
 MP0314* NAVD 88     -      2953.041  (meters)    9688.44   (feet)  ADJUSTED  
 MP0314  ___________________________________________________________________
 MP0314  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 MP0314  DYNAMIC HT  -        2950.008 (meters)    9678.48  (feet)  COMP
 MP0314  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 MP0314
 MP0314  VERT ORDER  -  SECOND    CLASS 0
 MP0314
 MP0314.The horizontal coordinates were scaled from a topographic map and have
 MP0314.an estimated accuracy of +/- 6 seconds.
 MP0314
 MP0314.The orthometric height was determined by differential leveling
 MP0314.and adjusted by the National Geodetic Survey in June 1991..
 MP0314
 MP0314.The geoid height was determined by GEOID03.
 MP0314
 MP0314.The dynamic height is computed by dividing the NAVD 88
 MP0314.geopotential number by the normal gravity value computed on the
 MP0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0314.degrees latitude (g = 980.6199 gals.).
 MP0314
 MP0314.The modeled gravity was interpolated from observed gravity values.
 MP0314
 MP0314;                    North         East    Units  Estimated Accuracy
 MP0314;SPC WYEC     -   173,560.      428,700.      MT  (+/- 180 meters Scaled)
 MP0314
 MP0314                          SUPERSEDED SURVEY CONTROL
 MP0314
 MP0314  NGVD 29 (??/??/92) 2951.600  (m)         9683.71   (f) ADJ UNCH    2 0
 MP0314
 MP0314.Superseded values are not recommended for survey control.
 MP0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0314.See file dsdata.txt to determine how the superseded data were derived.
 MP0314
 MP0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF329586(NAD 83)
 MP0314_MARKER: DB = BENCH MARK DISK
 MP0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0314_STAMPING: L 74 1934
 MP0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0314+STABILITY: SURFACE MOTION
 MP0314
 MP0314  HISTORY     - Date     Condition        Report By
 MP0314  HISTORY     - 1934     MONUMENTED       CGS
 MP0314
 MP0314                          STATION DESCRIPTION
 MP0314
 MP0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0314'13.7 MI W FROM ENCAMPMENT.
 MP0314'13.7 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 0.9 MILE WEST
 MP0314'OF THE CONTINENTAL DIVIDE, 0.8 MILE EAST OF A CREEK LEADING DIRECTLY
 MP0314'DOWNHILL TO THE TOWN OF RAMBLER, 250 FEET SOUTHWEST OF A CURVE, ON A
 MP0314'SMALL RIDGE, AND 34 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.  A
 MP0314'STANDARD DISK, STAMPED L 74 1934 AND SET IN THE TOP OF A CONCRETE
 MP0314'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0126 ***********************************************************************
 MP0126  DESIGNATION -  L 75
 MP0126  PID         -  MP0126
 MP0126  STATE/COUNTY-  WY/CARBON
 MP0126  USGS QUAD   -  COW CREEK (1961)
 MP0126
 MP0126                         *CURRENT SURVEY CONTROL
 MP0126  ___________________________________________________________________
 MP0126* NAD 83(1986)-  41 16 15.     (N)    106 43 58.     (W)     SCALED    
 MP0126* NAVD 88     -      2144.721  (meters)    7036.47   (feet)  ADJUSTED  
 MP0126  ___________________________________________________________________
 MP0126  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 MP0126  DYNAMIC HT  -        2142.786 (meters)    7030.12  (feet)  COMP
 MP0126  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 MP0126
 MP0126  VERT ORDER  -  SECOND    CLASS 0
 MP0126
 MP0126.The horizontal coordinates were scaled from a topographic map and have
 MP0126.an estimated accuracy of +/- 6 seconds.
 MP0126
 MP0126.The orthometric height was determined by differential leveling
 MP0126.and adjusted by the National Geodetic Survey in June 1991..
 MP0126
 MP0126.The geoid height was determined by GEOID03.
 MP0126
 MP0126.The dynamic height is computed by dividing the NAVD 88
 MP0126.geopotential number by the normal gravity value computed on the
 MP0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0126.degrees latitude (g = 980.6199 gals.).
 MP0126
 MP0126.The modeled gravity was interpolated from observed gravity values.
 MP0126
 MP0126;                    North         East    Units  Estimated Accuracy
 MP0126;SPC WYEC     -   185,770.      450,320.      MT  (+/- 180 meters Scaled)
 MP0126
 MP0126                          SUPERSEDED SURVEY CONTROL
 MP0126
 MP0126  NGVD 29 (??/??/92) 2143.525  (m)         7032.55   (f) ADJ UNCH    2 0
 MP0126
 MP0126.Superseded values are not recommended for survey control.
 MP0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0126.See file dsdata.txt to determine how the superseded data were derived.
 MP0126
 MP0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF548702(NAD 83)
 MP0126_MARKER: DB = BENCH MARK DISK
 MP0126_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MP0126_SP_SET: UNSPECIFIED ROCK
 MP0126_STAMPING: L 75 1934
 MP0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0126
 MP0126  HISTORY     - Date     Condition        Report By
 MP0126  HISTORY     - 1934     MONUMENTED       CGS
 MP0126
 MP0126                          STATION DESCRIPTION
 MP0126
 MP0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0126'6.3 MI N FROM ENCAMPMENT.
 MP0126'6.3 MILES NORTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD FROM
 MP0126'THE STATION AT ENCAMPMENT, 0.3 MILE NORTH OF MILEPOST 39, 290 FEET
 MP0126'NORTH OF SOUTH END OF A CURVE, AT THE EAST END OF A ROCKY RIDGE AT THE
 MP0126'MOUTH OF A GULLY, ON THE WEST BANK OF A TRAIL, IN THE TOP OF THE NORTH
 MP0126'END OF A ROCK PROJECTING 20 FEET LONG, AND ABOUT 5 FEET HIGHER THAN
 MP0126'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 75 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0201 ***********************************************************************
 MP0201  DESIGNATION -  L 76
 MP0201  PID         -  MP0201
 MP0201  STATE/COUNTY-  WY/CARBON
 MP0201  USGS QUAD   -  FORT STEELE (1971)
 MP0201
 MP0201                         *CURRENT SURVEY CONTROL
 MP0201  ___________________________________________________________________
 MP0201* NAD 83(1986)-  41 45 50.     (N)    106 53 21.     (W)     SCALED    
 MP0201* NAVD 88     -      2005.206  (meters)    6578.75   (feet)  ADJUSTED  
 MP0201  ___________________________________________________________________
 MP0201  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MP0201  DYNAMIC HT  -        2003.491 (meters)    6573.12  (feet)  COMP
 MP0201  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 MP0201
 MP0201  VERT ORDER  -  FIRST     CLASS II
 MP0201
 MP0201.The horizontal coordinates were scaled from a topographic map and have
 MP0201.an estimated accuracy of +/- 6 seconds.
 MP0201
 MP0201.The orthometric height was determined by differential leveling
 MP0201.and adjusted by the National Geodetic Survey in June 1991..
 MP0201.WARNING-Repeat measurements at this control monument indicate possible
 MP0201.vertical movement.
 MP0201
 MP0201.The geoid height was determined by GEOID03.
 MP0201
 MP0201.The dynamic height is computed by dividing the NAVD 88
 MP0201.geopotential number by the normal gravity value computed on the
 MP0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0201.degrees latitude (g = 980.6199 gals.).
 MP0201
 MP0201.The modeled gravity was interpolated from observed gravity values.
 MP0201
 MP0201;                    North         East    Units  Estimated Accuracy
 MP0201;SPC WYEC     -   240,450.      436,930.      MT  (+/- 180 meters Scaled)
 MP0201
 MP0201                          SUPERSEDED SURVEY CONTROL
 MP0201
 MP0201  NGVD 29 (06/08/92) 2004.037  (m)         6574.91   (f) ADJUSTED    1 2
 MP0201
 MP0201.Superseded values are not recommended for survey control.
 MP0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0201.See file dsdata.txt to determine how the superseded data were derived.
 MP0201
 MP0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG429252(NAD 83)
 MP0201_MARKER: DB = BENCH MARK DISK
 MP0201_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0201_STAMPING: L 76 1934
 MP0201_MARK LOGO: CGS   
 MP0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0201+STABILITY: SURFACE MOTION
 MP0201
 MP0201  HISTORY     - Date     Condition        Report By
 MP0201  HISTORY     - 1934     MONUMENTED       CGS
 MP0201  HISTORY     - 1947     GOOD             NGS
 MP0201  HISTORY     - 1983     GOOD             NGS
 MP0201
 MP0201                          STATION DESCRIPTION
 MP0201
 MP0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0201'2.4 MI W FROM WALCOTT.
 MP0201'2.4 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0201'WALCOTT, 12 POLES WEST OF MILEPOST 664, SET IN A DRILL HOLE IN THE TOP
 MP0201'OF THE NORTHEAST END OF THE NORTH WINGWALL OF THE EAST CONCRETE
 MP0201'ABUTMENT OF RAILWAY BRIDGE 664.29.
 MP0201
 MP0201                          STATION RECOVERY (1983)
 MP0201
 MP0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0108 ***********************************************************************
 OX0108  DESIGNATION -  L 77
 OX0108  PID         -  OX0108
 OX0108  STATE/COUNTY-  WY/LINCOLN
 OX0108  USGS QUAD   -  FERRY PEAK (1996)
 OX0108
 OX0108                         *CURRENT SURVEY CONTROL
 OX0108  ___________________________________________________________________
 OX0108* NAD 83(1986)-  43 10 41.     (N)    110 58 54.     (W)     SCALED    
 OX0108* NAVD 88     -      1754.073  (meters)    5754.82   (feet)  ADJUSTED  
 OX0108  ___________________________________________________________________
 OX0108  GEOID HEIGHT-         -10.37  (meters)                     GEOID03
 OX0108  DYNAMIC HT  -        1752.925 (meters)    5751.05  (feet)  COMP
 OX0108  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 OX0108
 OX0108  VERT ORDER  -  SECOND    CLASS 0
 OX0108
 OX0108.The horizontal coordinates were scaled from a topographic map and have
 OX0108.an estimated accuracy of +/- 6 seconds.
 OX0108
 OX0108.The orthometric height was determined by differential leveling
 OX0108.and adjusted by the National Geodetic Survey in June 1991..
 OX0108
 OX0108.The geoid height was determined by GEOID03.
 OX0108
 OX0108.The dynamic height is computed by dividing the NAVD 88
 OX0108.geopotential number by the normal gravity value computed on the
 OX0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0108.degrees latitude (g = 980.6199 gals.).
 OX0108
 OX0108.The modeled gravity was interpolated from observed gravity values.
 OX0108
 OX0108;                    North         East    Units  Estimated Accuracy
 OX0108;SPC WY W     -   397,830.      726,970.      MT  (+/- 180 meters Scaled)
 OX0108
 OX0108                          SUPERSEDED SURVEY CONTROL
 OX0108
 OX0108  NGVD 29 (??/??/92) 1752.849  (m)         5750.81   (f) ADJ UNCH    2 0
 OX0108
 OX0108.Superseded values are not recommended for survey control.
 OX0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0108.See file dsdata.txt to determine how the superseded data were derived.
 OX0108
 OX0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN014805(NAD 83)
 OX0108_MARKER: DB = BENCH MARK DISK
 OX0108_SETTING: 66 = SET IN ROCK OUTCROP
 OX0108_SP_SET: ROCK OUTCROP
 OX0108_STAMPING: L 77 1948
 OX0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0108+STABILITY: POSITION/ELEVATION WELL
 OX0108
 OX0108  HISTORY     - Date     Condition        Report By
 OX0108  HISTORY     - 1948     MONUMENTED       CGS
 OX0108  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0108
 OX0108                          STATION DESCRIPTION
 OX0108
 OX0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0108'3.1 MI NE FROM ALPINE.
 OX0108'3.1 MILES NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST OFFICE
 OX0108'AT ALPINE, ON THE OUTSIDE OF A CURVE, AT A PROMINENT ROCK BLUFF, 44.0
 OX0108'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 OX0108'LARGE ROCK OUTCROP OF THE ROCK LEDGE AND ABOUT 8 FEET BELOW THE ROAD.
 OX0108
 OX0108                          STATION RECOVERY (1965)
 OX0108
 OX0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0651 ***********************************************************************
 MO0651  DESIGNATION -  L 78
 MO0651  PID         -  MO0651
 MO0651  STATE/COUNTY-  WY/ALBANY
 MO0651  USGS QUAD   -  BEST RANCH (1978)
 MO0651
 MO0651                         *CURRENT SURVEY CONTROL
 MO0651  ___________________________________________________________________
 MO0651* NAD 83(1986)-  41 05 24.     (N)    105 32 14.     (W)     SCALED    
 MO0651* NAVD 88     -      2310.831  (meters)    7581.45   (feet)  ADJUSTED  
 MO0651  ___________________________________________________________________
 MO0651  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 MO0651  DYNAMIC HT  -        2308.726 (meters)    7574.55  (feet)  COMP
 MO0651  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 MO0651
 MO0651  VERT ORDER  -  SECOND    CLASS 0
 MO0651
 MO0651.The horizontal coordinates were scaled from a topographic map and have
 MO0651.an estimated accuracy of +/- 6 seconds.
 MO0651
 MO0651.The orthometric height was determined by differential leveling
 MO0651.and adjusted by the National Geodetic Survey in June 1991..
 MO0651
 MO0651.The geoid height was determined by GEOID03.
 MO0651
 MO0651.The dynamic height is computed by dividing the NAVD 88
 MO0651.geopotential number by the normal gravity value computed on the
 MO0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0651.degrees latitude (g = 980.6199 gals.).
 MO0651
 MO0651.The modeled gravity was interpolated from observed gravity values.
 MO0651
 MO0651;                    North         East    Units  Estimated Accuracy
 MO0651;SPC WY E     -    65,580.      168,870.      MT  (+/- 180 meters Scaled)
 MO0651
 MO0651                          SUPERSEDED SURVEY CONTROL
 MO0651
 MO0651  NGVD 29 (??/??/92) 2309.695  (m)         7577.72   (f) ADJ UNCH    2 0
 MO0651
 MO0651.Superseded values are not recommended for survey control.
 MO0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0651.See file dsdata.txt to determine how the superseded data were derived.
 MO0651
 MO0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF548488(NAD 83)
 MO0651_MARKER: DB = BENCH MARK DISK
 MO0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0651_STAMPING: L 78 1951
 MO0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0651+STABILITY: SURFACE MOTION
 MO0651
 MO0651  HISTORY     - Date     Condition        Report By
 MO0651  HISTORY     - 1951     MONUMENTED       CGS
 MO0651
 MO0651                          STATION DESCRIPTION
 MO0651
 MO0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0651'2 MI NW FROM TIE SIDING.
 MO0651'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0651'TIE SIDING, THENCE 1.0 MILE WEST ALONG A WINDING GRAVELED ROAD,
 MO0651'37 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 50 FEET EAST OF
 MO0651'THE CENTER LINE OF A NORTH AND SOUTH TRACK ROAD, 53 FEET NORTHEAST
 MO0651'OF THE CENTER OF A WIRE GATE, 1 FOOT SOUTHEAST OF A FENCE, 2
 MO0651'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0651'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0118 ***********************************************************************
 MP0118  DESIGNATION -  L 79
 MP0118  PID         -  MP0118
 MP0118  STATE/COUNTY-  WY/ALBANY
 MP0118  USGS QUAD   -  WOODS LANDING (1992)
 MP0118
 MP0118                         *CURRENT SURVEY CONTROL
 MP0118  ___________________________________________________________________
 MP0118* NAD 83(1986)-  41 00 27.     (N)    106 00 21.     (W)     SCALED    
 MP0118* NAVD 88     -      2396.201  (meters)    7861.54   (feet)  ADJUSTED  
 MP0118  ___________________________________________________________________
 MP0118  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 MP0118  DYNAMIC HT  -        2393.914 (meters)    7854.03  (feet)  COMP
 MP0118  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 MP0118
 MP0118  VERT ORDER  -  SECOND    CLASS 0
 MP0118
 MP0118.The horizontal coordinates were scaled from a topographic map and have
 MP0118.an estimated accuracy of +/- 6 seconds.
 MP0118
 MP0118.The orthometric height was determined by differential leveling
 MP0118.and adjusted by the National Geodetic Survey in June 1991..
 MP0118
 MP0118.The geoid height was determined by GEOID03.
 MP0118
 MP0118.The dynamic height is computed by dividing the NAVD 88
 MP0118.geopotential number by the normal gravity value computed on the
 MP0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0118.degrees latitude (g = 980.6199 gals.).
 MP0118
 MP0118.The modeled gravity was interpolated from observed gravity values.
 MP0118
 MP0118;                    North         East    Units  Estimated Accuracy
 MP0118;SPC WY E     -    56,690.      129,410.      MT  (+/- 180 meters Scaled)
 MP0118
 MP0118                          SUPERSEDED SURVEY CONTROL
 MP0118
 MP0118  NGVD 29 (??/??/92) 2394.986  (m)         7857.55   (f) ADJ UNCH    2 0
 MP0118
 MP0118.Superseded values are not recommended for survey control.
 MP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0118.See file dsdata.txt to determine how the superseded data were derived.
 MP0118
 MP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF154400(NAD 83)
 MP0118_MARKER: DB = BENCH MARK DISK
 MP0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0118_STAMPING: L 79 1951
 MP0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0118+STABILITY: SURFACE MOTION
 MP0118
 MP0118  HISTORY     - Date     Condition        Report By
 MP0118  HISTORY     - 1951     MONUMENTED       CGS
 MP0118
 MP0118                          STATION DESCRIPTION
 MP0118
 MP0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MP0118'8.2 MI S FROM WOODS LANDING.
 MP0118'8.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 MP0118'BRIDGE AT WOODS LANDING, ON THE SOUTH SLOPE OF A HILL, 132 FEET EAST
 MP0118'OF THE CENTER LINE OF THE ROAD, 250 FEET NORTHWEST OF THE CENTER LINE
 MP0118'OF A ROAD LEADING NORTHEAST, 3 FEET EAST OF A WITNESS POST, SET IN THE
 MP0118'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0298 ***********************************************************************
 PV0298  DESIGNATION -  L 8
 PV0298  PID         -  PV0298
 PV0298  STATE/COUNTY-  WY/CAMPBELL
 PV0298  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0298
 PV0298                         *CURRENT SURVEY CONTROL
 PV0298  ___________________________________________________________________
 PV0298* NAD 83(1986)-  44 25 53.     (N)    105 50 38.     (W)     SCALED    
 PV0298* NAVD 88     -      1251.653  (meters)    4106.46   (feet)  POSTED    
 PV0298  ___________________________________________________________________
 PV0298  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 PV0298  DYNAMIC HT  -        1251.150 (meters)    4104.81  (feet)  COMP
 PV0298  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 PV0298
 PV0298  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0298
 PV0298.The horizontal coordinates were scaled from a topographic map and have
 PV0298.an estimated accuracy of +/- 6 seconds.
 PV0298
 PV0298.The orthometric height was determined by differential leveling
 PV0298.and adjusted by the National Geodetic Survey in 1992..
 PV0298.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0298.rate of 0.0 thru 1.0 mm/km.
 PV0298
 PV0298.The geoid height was determined by GEOID03.
 PV0298
 PV0298.The dynamic height is computed by dividing the NAVD 88
 PV0298.geopotential number by the normal gravity value computed on the
 PV0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0298.degrees latitude (g = 980.6199 gals.).
 PV0298
 PV0298.The modeled gravity was interpolated from observed gravity values.
 PV0298
 PV0298;                    North         East    Units  Estimated Accuracy
 PV0298;SPC WY E     -   436,900.      146,080.      MT  (+/- 180 meters Scaled)
 PV0298
 PV0298                          SUPERSEDED SURVEY CONTROL
 PV0298
 PV0298.No superseded survey control is available for this station.
 PV0298
 PV0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK328201(NAD 83)
 PV0298_MARKER: B = BOLT
 PV0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0298_SP_SET: BRIDGE
 PV0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0298
 PV0298  HISTORY     - Date     Condition        Report By
 PV0298  HISTORY     - 1908     MONUMENTED       CGS
 PV0298  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0298
 PV0298                          STATION DESCRIPTION
 PV0298
 PV0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0298'2.9 MI NW FROM FELIX.
 PV0298'2.9 MILES NW ALONG THE CHICAGO, BURLINGTON AND QUINCY RR FROM
 PV0298'FELIX, CROOK COUNTY, AT PLATE-GIRDER BRIDGE 618.62 OVER WILD
 PV0298'HORSE CREEK, ON THE TOP OF THE NE END OF THE SE CONCRETE PIER,
 PV0298'AND 7 1/2 FEET LOWER THAN THE RAIL.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0115 ***********************************************************************
 MO0115  DESIGNATION -  L 81
 MO0115  PID         -  MO0115
 MO0115  STATE/COUNTY-  WY/LARAMIE
 MO0115  USGS QUAD   -  BURNS (1991)
 MO0115
 MO0115                         *CURRENT SURVEY CONTROL
 MO0115  ___________________________________________________________________
 MO0115* NAD 83(1993)-  41 10 21.57095(N)    104 21 31.12731(W)     ADJUSTED  
 MO0115* NAVD 88     -      1661.808  (meters)    5452.12   (feet)  ADJUSTED  
 MO0115  ___________________________________________________________________
 MO0115  X           -  -1,192,643.781 (meters)                     COMP
 MO0115  Y           -  -4,658,998.327 (meters)                     COMP
 MO0115  Z           -   4,177,957.889 (meters)                     COMP
 MO0115  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 MO0115  ELLIP HEIGHT-        1644.06  (meters)          (02/28/01) GPS OBS
 MO0115  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 MO0115  DYNAMIC HT  -        1660.444 (meters)    5447.64  (feet)  COMP
 MO0115  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 MO0115
 MO0115  HORZ ORDER  -  A
 MO0115  VERT ORDER  -  SECOND    CLASS 0
 MO0115  ELLP ORDER  -  SECOND    CLASS I
 MO0115
 MO0115.The horizontal coordinates were established by GPS observations
 MO0115.and adjusted by the National Geodetic Survey in February 2001..
 MO0115
 MO0115.The orthometric height was determined by differential leveling
 MO0115.and adjusted by the National Geodetic Survey in June 1991..
 MO0115
 MO0115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO0115
 MO0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0115
 MO0115.The ellipsoidal height was determined by GPS observations
 MO0115.and is referenced to NAD 83.
 MO0115
 MO0115.The geoid height was determined by GEOID03.
 MO0115
 MO0115.The dynamic height is computed by dividing the NAVD 88
 MO0115.geopotential number by the normal gravity value computed on the
 MO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0115.degrees latitude (g = 980.6199 gals.).
 MO0115
 MO0115.The modeled gravity was interpolated from observed gravity values.
 MO0115
 MO0115;                    North         East     Units Scale Factor Converg.
 MO0115;SPC WY E     -    75,009.322   267,801.280   MT  0.99999406   +0 31 55.1
 MO0115;UTM  13      - 4,558,122.320   553,797.964   MT  0.99963562   +0 25 20.0
 MO0115
 MO0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0115!SPC WY E     -   0.99974218  x   0.99999406  =   0.99973625
 MO0115!UTM  13      -   0.99974218  x   0.99963562  =   0.99937790
 MO0115
 MO0115                          SUPERSEDED SURVEY CONTROL
 MO0115
 MO0115  NAVD 88 (02/28/01) 1661.81   (m)         5452.1    (f) LEVELING    3  
 MO0115  NGVD 29 (??/??/92) 1660.902  (m)         5449.14   (f) ADJ UNCH    2 0
 MO0115
 MO0115.Superseded values are not recommended for survey control.
 MO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0115.See file dsdata.txt to determine how the superseded data were derived.
 MO0115
 MO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF5379858122(NAD 83)
 MO0115_MARKER: DB = BENCH MARK DISK
 MO0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0115_STAMPING: L 81 1952
 MO0115_MARK LOGO: CGS   
 MO0115_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0115+STABILITY: SURFACE MOTION
 MO0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0115+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999
 MO0115
 MO0115  HISTORY     - Date     Condition        Report By
 MO0115  HISTORY     - 1952     MONUMENTED       CGS
 MO0115  HISTORY     - 19990909 GOOD             BLM
 MO0115
 MO0115                          STATION DESCRIPTION
 MO0115
 MO0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0115'1.4 MI S FROM BURNS.
 MO0115'1.45 MILES SOUTH ALONG STATE SECONDARY ROAD 157 FROM THE POST
 MO0115'OFFICE AT BURNS, 146 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MO0115'108 FEET EAST OF A FENCE CORNER, 145 FEET WEST OF THE WEST END
 MO0115'OF A GATE AT THE NORTH ENTRANCE TO THE BURNS CEMETERY, 20 FEET
 MO0115'SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING EAST, 2.5 FEET
 MO0115'NORTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE
 MO0115'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MO0115
 MO0115                          STATION RECOVERY (1999)
 MO0115
 MO0115'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1999 (DD)
 MO0115'RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ABOUT 1.4 MI (2.3
 MO0115'KM) SOUTH OF BURNS.  TO REACH THE STATION FROM THE BURNS POST OFFICE,
 MO0115'GO SOUTH ON STATE HIGHWAY 213 FOR 1.45 MI (2.33 KM) TO THE NORTH SIDE
 MO0115'OF THE BURNS CEMETERY.  STATION MARK IS A STANDARD CGS BENCH MARK DISK
 MO0115'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT IS, 108 FT (32.9
 MO0115'M) EAST OF THE RIGHT-OF-WAY FENCE AND 25 FT (7.6 M) NORTH OF
 MO0115'(CEMETERY) FENCE.  DESCRIBED BY DENNIS DAWSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0083 ***********************************************************************
 PX0083  DESIGNATION -  L 83
 PX0083  PID         -  PX0083
 PX0083  STATE/COUNTY-  WY/PARK
 PX0083  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0083
 PX0083                         *CURRENT SURVEY CONTROL
 PX0083  ___________________________________________________________________
 PX0083* NAD 83(1986)-  44 12 38.     (N)    108 51 15.     (W)     SCALED    
 PX0083* NAVD 88     -      1694.745  (meters)    5560.18   (feet)  ADJUSTED  
 PX0083  ___________________________________________________________________
 PX0083  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 PX0083  DYNAMIC HT  -        1693.791 (meters)    5557.05  (feet)  COMP
 PX0083  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 PX0083
 PX0083  VERT ORDER  -  SECOND    CLASS 0
 PX0083
 PX0083.The horizontal coordinates were scaled from a topographic map and have
 PX0083.an estimated accuracy of +/- 6 seconds.
 PX0083
 PX0083.The orthometric height was determined by differential leveling
 PX0083.and adjusted by the National Geodetic Survey in June 1991..
 PX0083
 PX0083.The geoid height was determined by GEOID03.
 PX0083
 PX0083.The dynamic height is computed by dividing the NAVD 88
 PX0083.geopotential number by the normal gravity value computed on the
 PX0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0083.degrees latitude (g = 980.6199 gals.).
 PX0083
 PX0083.The modeled gravity was interpolated from observed gravity values.
 PX0083
 PX0083;                    North         East    Units  Estimated Accuracy
 PX0083;SPC WYWC     -   412,150.      591,680.      MT  (+/- 180 meters Scaled)
 PX0083
 PX0083                          SUPERSEDED SURVEY CONTROL
 PX0083
 PX0083  NGVD 29 (??/??/92) 1693.660  (m)         5556.62   (f) ADJ UNCH    2 0
 PX0083
 PX0083.Superseded values are not recommended for survey control.
 PX0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0083.See file dsdata.txt to determine how the superseded data were derived.
 PX0083
 PX0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP714974(NAD 83)
 PX0083_MARKER: DB = BENCH MARK DISK
 PX0083_SETTING: 66 = SET IN ROCK OUTCROP
 PX0083_SP_SET: GRANITE ROCK
 PX0083_STAMPING: L 83 1934
 PX0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0083+STABILITY: POSITION/ELEVATION WELL
 PX0083
 PX0083  HISTORY     - Date     Condition        Report By
 PX0083  HISTORY     - 1934     MONUMENTED       CGS
 PX0083  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0083
 PX0083                          STATION DESCRIPTION
 PX0083
 PX0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0083'4.6 MI NW FROM MEETEETSE.
 PX0083'ABOUT 4.6 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0083'AT MEETEETSE, PARK COUNTY, ABOUT 2.2 MILES NORTHWEST OF MEETEETSE
 PX0083'CREEK, 64 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 PX0083'WEST OF A ROW OF POLES, IN A LARGE GRANITE ROCK, AND ABOUT 4 FEET
 PX0083'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 83 1934.
 PX0083
 PX0083                          STATION RECOVERY (1979)
 PX0083
 PX0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0174 ***********************************************************************
 PX0174  DESIGNATION -  L 84
 PX0174  PID         -  PX0174
 PX0174  STATE/COUNTY-  WY/PARK
 PX0174  USGS QUAD   -  GOFF LAKE (1987)
 PX0174
 PX0174                         *CURRENT SURVEY CONTROL
 PX0174  ___________________________________________________________________
 PX0174* NAD 83(1986)-  44 44 24.     (N)    109 12 46.     (W)     SCALED    
 PX0174* NAVD 88     -      1505.156  (meters)    4938.17   (feet)  ADJUSTED  
 PX0174  ___________________________________________________________________
 PX0174  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 PX0174  DYNAMIC HT  -        1504.427 (meters)    4935.77  (feet)  COMP
 PX0174  MODELED GRAV-     980,080.7   (mgal)                       NAVD 88
 PX0174
 PX0174  VERT ORDER  -  SECOND    CLASS 0
 PX0174
 PX0174.The horizontal coordinates were scaled from a topographic map and have
 PX0174.an estimated accuracy of +/- 6 seconds.
 PX0174
 PX0174.The orthometric height was determined by differential leveling
 PX0174.and adjusted by the National Geodetic Survey in June 1991..
 PX0174
 PX0174.The geoid height was determined by GEOID03.
 PX0174
 PX0174.The dynamic height is computed by dividing the NAVD 88
 PX0174.geopotential number by the normal gravity value computed on the
 PX0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0174.degrees latitude (g = 980.6199 gals.).
 PX0174
 PX0174.The modeled gravity was interpolated from observed gravity values.
 PX0174
 PX0174;                    North         East    Units  Estimated Accuracy
 PX0174;SPC WYWC     -   471,080.      563,350.      MT  (+/- 180 meters Scaled)
 PX0174
 PX0174                          SUPERSEDED SURVEY CONTROL
 PX0174
 PX0174  NGVD 29 (??/??/92) 1504.059  (m)         4934.57   (f) ADJ UNCH    2 0
 PX0174
 PX0174.Superseded values are not recommended for survey control.
 PX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0174.See file dsdata.txt to determine how the superseded data were derived.
 PX0174
 PX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ414556(NAD 83)
 PX0174_MARKER: DB = BENCH MARK DISK
 PX0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0174_STAMPING: L 84 1934
 PX0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0174+STABILITY: SURFACE MOTION
 PX0174
 PX0174  HISTORY     - Date     Condition        Report By
 PX0174  HISTORY     - 1934     MONUMENTED       CGS
 PX0174  HISTORY     - 1983     MARK NOT FOUND   USGS
 PX0174
 PX0174                          STATION DESCRIPTION
 PX0174
 PX0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0174'18.6 MI W FROM CODY.
 PX0174'18.6 MILES WEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE POST
 PX0174'OFFICE AT CODY, PARK COUNTY, ON THE SIDE OF A HILL, 58 FEET EAST OF A
 PX0174'NORTH-AND-SOUTH FENCE, AND 27 FEET EAST OF THE CENTER LINE OF THE
 PX0174'ROAD.  A STANDARD DISK, STAMPED L 84 1934 AND SET IN THE TOP OF A
 PX0174'CONCRETE POST.
 PX0174
 PX0174                          STATION RECOVERY (1983)
 PX0174
 PX0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0118 ***********************************************************************
 PX0118  DESIGNATION -  L 85
 PX0118  PID         -  PX0118
 PX0118  STATE/COUNTY-  WY/PARK
 PX0118  USGS QUAD   -  Y U BENCH NW (1951)
 PX0118
 PX0118                         *CURRENT SURVEY CONTROL
 PX0118  ___________________________________________________________________
 PX0118* NAD 83(1993)-  44 27 28.16009(N)    108 37 38.31646(W)     ADJUSTED  
 PX0118* NAVD 88     -      1468.073  (meters)    4816.50   (feet)  ADJUSTED  
 PX0118  ___________________________________________________________________
 PX0118  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 PX0118  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 PX0118  DYNAMIC HT  -        1467.329 (meters)    4814.06  (feet)  COMP
 PX0118  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 PX0118
 PX0118  HORZ ORDER  -  THIRD
 PX0118  VERT ORDER  -  SECOND    CLASS 0
 PX0118
 PX0118.The horizontal coordinates were established by classical geodetic methods
 PX0118.and adjusted by the National Geodetic Survey in January 1997..
 PX0118
 PX0118.The orthometric height was determined by differential leveling
 PX0118.and adjusted by the National Geodetic Survey in June 1991..
 PX0118
 PX0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0118
 PX0118.The geoid height was determined by GEOID03.
 PX0118
 PX0118.The dynamic height is computed by dividing the NAVD 88
 PX0118.geopotential number by the normal gravity value computed on the
 PX0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0118.degrees latitude (g = 980.6199 gals.).
 PX0118
 PX0118.The modeled gravity was interpolated from observed gravity values.
 PX0118
 PX0118;                    North         East     Units Scale Factor Converg.
 PX0118;SPC WYWC     -   439,625.165   609,763.893   MT  0.99993867   +0 05 09.3
 PX0118;UTM  12      - 4,925,462.374   688,760.541   MT  1.00003820   +1 39 44.2
 PX0118
 PX0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0118!SPC WYWC     -   0.99977193  x   0.99993867  =   0.99971062
 PX0118!UTM  12      -   0.99977193  x   1.00003820  =   0.99981012
 PX0118
 PX0118:                Primary Azimuth Mark                     Grid Az
 PX0118:SPC WYWC     -  BEACH                                    228 35 30.9
 PX0118:UTM  12      -  BEACH                                    227 00 56.0
 PX0118
 PX0118|---------------------------------------------------------------------|
 PX0118| PID    Reference Object                     Distance      Geod. Az  |
 PX0118|                                                           dddmmss.s |
 PX0118| PX0365 BEACH                               APPROX. 2.9 KM 2284040.2 |
 PX0118|---------------------------------------------------------------------|
 PX0118
 PX0118                          SUPERSEDED SURVEY CONTROL
 PX0118
 PX0118  NAD 83(1986)-  44 27 28.14989(N)    108 37 38.30930(W) AD(       ) 3
 PX0118  NAD 27      -  44 27 28.30916(N)    108 37 35.86493(W) AD(       ) 3
 PX0118  NGVD 29 (??/??/92) 1467.038  (m)         4813.11   (f) ADJ UNCH    2 0
 PX0118
 PX0118.Superseded values are not recommended for survey control.
 PX0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0118.See file dsdata.txt to determine how the superseded data were derived.
 PX0118
 PX0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8876125462(NAD 83)
 PX0118_MARKER: DB = BENCH MARK DISK
 PX0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0118_STAMPING: L 85 1934
 PX0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0118+STABILITY: SURFACE MOTION
 PX0118
 PX0118  HISTORY     - Date     Condition        Report By
 PX0118  HISTORY     - 1934     MONUMENTED       NGS
 PX0118  HISTORY     - 1934     GOOD             CGS
 PX0118  HISTORY     - 1966     MARK NOT FOUND   USGS
 PX0118
 PX0118                          STATION DESCRIPTION
 PX0118
 PX0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0118'STATION LOCATED ABOUT 23 MI. E. ALONG U.S. HIGHWAY 20 FROM POST OFFICE
 PX0118'AT CODY, ABOUT 19 MI. E. OF THE JUNCTION OF STATE HIGHWAY 420, 175.4
 PX0118'FT. NW. OF CULVERT, 71.2 FT.N.
 PX0118'OF CENTER OF HIGHWAY, AND ABOUT 3 FT. LOWER THAN HIGHWAY.
 PX0118'
 PX0118'TO REACH STATION FROM POST OFFICE IN CODY, FOLLOW U.S. HIGHWAY 20
 PX0118'ABOUT 23 MI. E. TOWARD GREYBULL, AND ABOUT 19 MI. E. OF JUNCTION
 PX0118'OF STATE HIGHWAY 420, ABOUT 175.4 FT.NW. OF A CULVERT 71.2 FT. N. OF
 PX0118'CENTER OF HIGHWAY.
 PX0118'
 PX0118'STATION MARK - STANDARD NGS DISK STAMPED ---L 85 1934--- IN TOP OF
 PX0118'CONCRETE POST.
 PX0118'
 PX0118'REFERENCE MARKS - NONE.
 PX0118
 PX0118                          STATION RECOVERY (1934)
 PX0118
 PX0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PX0118'23.0 MI E FROM CODY.
 PX0118'ABOUT 23.0 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PX0118'CODY, PARK COUNTY, ABOUT 19.6 MILES EAST OF THE JUNCTION OF STATE
 PX0118'HIGHWAY 420, 175.4 FEET NORTHWEST OF A CULVERT, 71.2 FEET NORTH OF THE
 PX0118'CENTER LINE OF THE HIGHWAY, AND ABOUT 3.4 FEET LOWER THAN THE HIGHWAY.
 PX0118'A STANDARD DISK, STAMPED L 85 1934 AND SET IN THE TOP OF A CONCRETE
 PX0118'POST.
 PX0118
 PX0118                          STATION RECOVERY (1966)
 PX0118
 PX0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0049 ***********************************************************************
 PW0049  DESIGNATION -  L 86
 PW0049  PID         -  PW0049
 PW0049  STATE/COUNTY-  WY/CAMPBELL
 PW0049  USGS QUAD   -  CABIN CREEK NE (1971)
 PW0049
 PW0049                         *CURRENT SURVEY CONTROL
 PW0049  ___________________________________________________________________
 PW0049* NAD 83(1986)-  44 55 01.     (N)    106 00 29.     (W)     SCALED    
 PW0049* NAVD 88     -      1086.942  (meters)    3566.08   (feet)  ADJUSTED  
 PW0049  ___________________________________________________________________
 PW0049  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 PW0049  DYNAMIC HT  -        1086.608 (meters)    3564.98  (feet)  COMP
 PW0049  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 PW0049  OBS GRAVITY -     980,272.1   (mgal)                       GRAV_OBS
 PW0049
 PW0049  VERT ORDER  -  SECOND    CLASS 0
 PW0049
 PW0049.The horizontal coordinates were scaled from a topographic map and have
 PW0049.an estimated accuracy of +/- 6 seconds.
 PW0049
 PW0049.The orthometric height was determined by differential leveling
 PW0049.and adjusted by the National Geodetic Survey in June 1991..
 PW0049
 PW0049.The geoid height was determined by GEOID03.
 PW0049
 PW0049.The dynamic height is computed by dividing the NAVD 88
 PW0049.geopotential number by the normal gravity value computed on the
 PW0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0049.degrees latitude (g = 980.6199 gals.).
 PW0049
 PW0049.The modeled gravity was interpolated from observed gravity values.
 PW0049.The observed gravity was obtained from relative gravimeter ties
 PW0049.to the IGSN71 gravity network.
 PW0049
 PW0049;                    North         East    Units  Estimated Accuracy
 PW0049;SPC WY E     -   490,980.      133,570.      MT  (+/- 180 meters Scaled)
 PW0049
 PW0049                          SUPERSEDED SURVEY CONTROL
 PW0049
 PW0049  NGVD 29 (??/??/92) 1086.300  (m)         3563.97   (f) ADJ UNCH    2 0
 PW0049
 PW0049.Superseded values are not recommended for survey control.
 PW0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0049.See file dsdata.txt to determine how the superseded data were derived.
 PW0049
 PW0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK204742(NAD 83)
 PW0049_MARKER: DB = BENCH MARK DISK
 PW0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0049_STAMPING: L 86 1934
 PW0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0049+STABILITY: SURFACE MOTION
 PW0049
 PW0049  HISTORY     - Date     Condition        Report By
 PW0049  HISTORY     - 1934     MONUMENTED       CGS
 PW0049  HISTORY     - 1953     GOOD             NGS
 PW0049
 PW0049                          STATION DESCRIPTION
 PW0049
 PW0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0049'16.0 MI S FROM MOORHEAD.
 PW0049'IN CAMPBELL COUNTY, WYOMING, 16.0 MILES SOUTH ALONG THE ROAD LEADING
 PW0049'TO ARVADA FROM THE POST OFFICE AT MOORHEAD, POWDER RIVER COUNTY,
 PW0049'MONTANA, 1.3 MILES SOUTH OF A RANCH HOUSE PAINTED YELLOW, AT THE TOP
 PW0049'OF A HILL, 30.6 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 1.7 FEET
 PW0049'NORTHWEST OF A FENCE, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD
 PW0049'DISK, STAMPED L 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0049
 PW0049                          STATION RECOVERY (1953)
 PW0049
 PW0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PW0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0337 ***********************************************************************
 MO0337  DESIGNATION -  L 87
 MO0337  PID         -  MO0337
 MO0337  STATE/COUNTY-  WY/PLATTE
 MO0337  USGS QUAD   -  FERGUSON CORNER (1990)
 MO0337
 MO0337                         *CURRENT SURVEY CONTROL
 MO0337  ___________________________________________________________________
 MO0337* NAD 83(1986)-  41 59 03.     (N)    104 58 56.     (W)     SCALED    
 MO0337* NAVD 88     -      1509.275  (meters)    4951.68   (feet)  ADJUSTED  
 MO0337  ___________________________________________________________________
 MO0337  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 MO0337  DYNAMIC HT  -        1508.259 (meters)    4948.35  (feet)  COMP
 MO0337  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 MO0337
 MO0337  VERT ORDER  -  SECOND    CLASS 0
 MO0337
 MO0337.The horizontal coordinates were scaled from a topographic map and have
 MO0337.an estimated accuracy of +/- 6 seconds.
 MO0337
 MO0337.The orthometric height was determined by differential leveling
 MO0337.and adjusted by the National Geodetic Survey in June 1991..
 MO0337
 MO0337.The geoid height was determined by GEOID03.
 MO0337
 MO0337.The dynamic height is computed by dividing the NAVD 88
 MO0337.geopotential number by the normal gravity value computed on the
 MO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0337.degrees latitude (g = 980.6199 gals.).
 MO0337
 MO0337.The modeled gravity was interpolated from observed gravity values.
 MO0337
 MO0337;                    North         East    Units  Estimated Accuracy
 MO0337;SPC WY E     -   164,840.      215,280.      MT  (+/- 180 meters Scaled)
 MO0337
 MO0337                          SUPERSEDED SURVEY CONTROL
 MO0337
 MO0337  NGVD 29 (??/??/92) 1508.44   (m)         4948.9    (f) COMPUTED    2 0
 MO0337
 MO0337.Superseded values are not recommended for survey control.
 MO0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0337.See file dsdata.txt to determine how the superseded data were derived.
 MO0337
 MO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG014480(NAD 83)
 MO0337_MARKER: DB = BENCH MARK DISK
 MO0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0337_STAMPING: L 87 1934
 MO0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0337+STABILITY: SURFACE MOTION
 MO0337
 MO0337  HISTORY     - Date     Condition        Report By
 MO0337  HISTORY     - 1934     MONUMENTED       CGS
 MO0337  HISTORY     - 1966     MARK NOT FOUND   NGS
 MO0337
 MO0337                          STATION DESCRIPTION
 MO0337
 MO0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0337'6.1 MI S FROM WHEATLAND.
 MO0337'6.1 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0337'WHEATLAND, PLATTE COUNTY, 0.3 MILE NORTH OF A SMALL SHACK, 0.2
 MO0337'MILE SOUTH OF A WHITE RANCH HOUSE, 36.5 FEET WEST OF THE CENTERLINE
 MO0337'OF THE HIGHWAY, 10.6 FEET SOUTH OF A TELEPHONE POLE, 0.8 FOOT
 MO0337'EAST OF A FENCE, AND 1.4 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 MO0337'DISK, STAMPED L 87 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0337'NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED IN
 MO0337'JUNE 1951.
 MO0337
 MO0337                          STATION RECOVERY (1966)
 MO0337
 MO0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MO0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0168 ***********************************************************************
 MO0168  DESIGNATION -  L 89
 MO0168  PID         -  MO0168
 MO0168  STATE/COUNTY-  WY/LARAMIE
 MO0168  USGS QUAD   -  POLE CREEK RANCH SE (1978)
 MO0168
 MO0168                         *CURRENT SURVEY CONTROL
 MO0168  ___________________________________________________________________
 MO0168* NAD 83(1986)-  41 22 14.     (N)    104 33 33.     (W)     SCALED    
 MO0168* NAVD 88     -      1760.548  (meters)    5776.06   (feet)  ADJUSTED  
 MO0168  ___________________________________________________________________
 MO0168  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 MO0168  DYNAMIC HT  -        1759.112 (meters)    5771.35  (feet)  COMP
 MO0168  MODELED GRAV-     979,745.9   (mgal)                       NAVD 88
 MO0168
 MO0168  VERT ORDER  -  SECOND    CLASS 0
 MO0168
 MO0168.The horizontal coordinates were scaled from a topographic map and have
 MO0168.an estimated accuracy of +/- 6 seconds.
 MO0168
 MO0168.The orthometric height was determined by differential leveling
 MO0168.and adjusted by the National Geodetic Survey in June 1991..
 MO0168
 MO0168.The geoid height was determined by GEOID03.
 MO0168
 MO0168.The dynamic height is computed by dividing the NAVD 88
 MO0168.geopotential number by the normal gravity value computed on the
 MO0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0168.degrees latitude (g = 980.6199 gals.).
 MO0168
 MO0168.The modeled gravity was interpolated from observed gravity values.
 MO0168
 MO0168;                    North         East    Units  Estimated Accuracy
 MO0168;SPC WY E     -    96,850.      250,820.      MT  (+/- 180 meters Scaled)
 MO0168
 MO0168                          SUPERSEDED SURVEY CONTROL
 MO0168
 MO0168  NGVD 29 (??/??/92) 1759.613  (m)         5773.00   (f) ADJ UNCH    2 0
 MO0168
 MO0168.Superseded values are not recommended for survey control.
 MO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0168.See file dsdata.txt to determine how the superseded data were derived.
 MO0168
 MO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF368799(NAD 83)
 MO0168_MARKER: DB = BENCH MARK DISK
 MO0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0168_STAMPING: L 89 1934
 MO0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0168+STABILITY: SURFACE MOTION
 MO0168
 MO0168  HISTORY     - Date     Condition        Report By
 MO0168  HISTORY     - 1934     MONUMENTED       CGS
 MO0168  HISTORY     - 1959     MARK NOT FOUND   NGS
 MO0168
 MO0168                          STATION DESCRIPTION
 MO0168
 MO0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0168'23.5 MI NE FROM CHEYENNE.
 MO0168'23.5 MILES NORTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 MO0168'AT CHEYENNE, 250 FEET EAST OF A BROWN RANCH HOUSE, 40.6 FEET
 MO0168'EAST OF THE CENTER OF THE INTERSECTION WITH A SIDE ROAD, 23.8 FEET
 MO0168'NORTHEAST OF THE CENTERLINE OF THE SIDE ROAD, 38.5 FEET SOUTHEAST
 MO0168'OF THE CENTERLINE OF THE HIGHWAY, AND 6.1 FEET NORTHWEST OF A
 MO0168'FENCE.  A STANDARD DISK, STAMPED L 89 1934 AND SET IN THE TOP OF A
 MO0168'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0215 ***********************************************************************
 MO0215  DESIGNATION -  L 91
 MO0215  PID         -  MO0215
 MO0215  STATE/COUNTY-  WY/LARAMIE
 MO0215  USGS QUAD   -  CAMPSTOOL (1978)
 MO0215
 MO0215                         *CURRENT SURVEY CONTROL
 MO0215  ___________________________________________________________________
 MO0215* NAD 83(1986)-  41 06 27.     (N)    104 31 21.     (W)     SCALED    
 MO0215* NAVD 88     -      1731.010  (meters)    5679.16   (feet)  ADJUSTED  
 MO0215  ___________________________________________________________________
 MO0215  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 MO0215  DYNAMIC HT  -        1729.549 (meters)    5674.36  (feet)  COMP
 MO0215  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 MO0215
 MO0215  VERT ORDER  -  SECOND    CLASS 0
 MO0215
 MO0215.The horizontal coordinates were scaled from a topographic map and have
 MO0215.an estimated accuracy of +/- 6 seconds.
 MO0215
 MO0215.The orthometric height was determined by differential leveling
 MO0215.and adjusted by the National Geodetic Survey in June 1991..
 MO0215
 MO0215.The geoid height was determined by GEOID03.
 MO0215
 MO0215.The dynamic height is computed by dividing the NAVD 88
 MO0215.geopotential number by the normal gravity value computed on the
 MO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0215.degrees latitude (g = 980.6199 gals.).
 MO0215
 MO0215.The modeled gravity was interpolated from observed gravity values.
 MO0215
 MO0215;                    North         East    Units  Estimated Accuracy
 MO0215;SPC WY E     -    67,660.      254,110.      MT  (+/- 180 meters Scaled)
 MO0215
 MO0215                          SUPERSEDED SURVEY CONTROL
 MO0215
 MO0215  NGVD 29 (??/??/92) 1730.061  (m)         5676.04   (f) ADJ UNCH    2 0
 MO0215
 MO0215.Superseded values are not recommended for survey control.
 MO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0215.See file dsdata.txt to determine how the superseded data were derived.
 MO0215
 MO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF400508(NAD 83)
 MO0215_MARKER: DB = BENCH MARK DISK
 MO0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0215_STAMPING: L 91 1934
 MO0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0215+STABILITY: SURFACE MOTION
 MO0215
 MO0215  HISTORY     - Date     Condition        Report By
 MO0215  HISTORY     - 1934     MONUMENTED       CGS
 MO0215  HISTORY     - 1959     GOOD             NGS
 MO0215
 MO0215                          STATION DESCRIPTION
 MO0215
 MO0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0215'2 MI E FROM CAMP STOOL.
 MO0215'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MO0215'FROM THE STATION AT CAMP STOOL, LARAMIE COUNTY, 396 FEET WEST
 MO0215'OF MILEPOST 320, 36.8 FEET SOUTH OF THE SOUTH RAIL, 29.4 FEET
 MO0215'EAST OF A SIDE ROAD, AND 11.1 FEET NORTH OF A FENCE.  A STANDARD
 MO0215'DISK, STAMPED L 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0215
 MO0215                          STATION RECOVERY (1959)
 MO0215
 MO0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MO0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0318 ***********************************************************************
 MO0318  DESIGNATION -  L 92
 MO0318  PID         -  MO0318
 MO0318  STATE/COUNTY-  WY/PLATTE
 MO0318  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0318
 MO0318                         *CURRENT SURVEY CONTROL
 MO0318  ___________________________________________________________________
 MO0318* NAD 83(1986)-  41 41 56.     (N)    104 50 00.     (W)     SCALED    
 MO0318* NAVD 88     -      1678.530  (meters)    5506.98   (feet)  ADJUSTED  
 MO0318  ___________________________________________________________________
 MO0318  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 MO0318  DYNAMIC HT  -        1677.250 (meters)    5502.78  (feet)  COMP
 MO0318  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 MO0318
 MO0318  VERT ORDER  -  SECOND    CLASS 0
 MO0318
 MO0318.The horizontal coordinates were scaled from a topographic map and have
 MO0318.an estimated accuracy of +/- 6 seconds.
 MO0318
 MO0318.The orthometric height was determined by differential leveling
 MO0318.and adjusted by the National Geodetic Survey in June 1991..
 MO0318
 MO0318.The geoid height was determined by GEOID03.
 MO0318
 MO0318.The dynamic height is computed by dividing the NAVD 88
 MO0318.geopotential number by the normal gravity value computed on the
 MO0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0318.degrees latitude (g = 980.6199 gals.).
 MO0318
 MO0318.The modeled gravity was interpolated from observed gravity values.
 MO0318
 MO0318;                    North         East    Units  Estimated Accuracy
 MO0318;SPC WY E     -   133,190.      227,750.      MT  (+/- 180 meters Scaled)
 MO0318
 MO0318                          SUPERSEDED SURVEY CONTROL
 MO0318
 MO0318  NGVD 29 (??/??/92) 1677.637  (m)         5504.05   (f) ADJ UNCH    2 0
 MO0318
 MO0318.Superseded values are not recommended for survey control.
 MO0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0318.See file dsdata.txt to determine how the superseded data were derived.
 MO0318
 MO0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG138163(NAD 83)
 MO0318_MARKER: DB = BENCH MARK DISK
 MO0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0318_STAMPING: L 92 1934
 MO0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0318+STABILITY: SURFACE MOTION
 MO0318
 MO0318  HISTORY     - Date     Condition        Report By
 MO0318  HISTORY     - 1934     MONUMENTED       CGS
 MO0318  HISTORY     - 1941     GOOD             NGS
 MO0318
 MO0318                          STATION DESCRIPTION
 MO0318
 MO0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0318'4.3 MI S FROM CHUGWATER.
 MO0318'4.3 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM CHUGWATER, PLATTE
 MO0318'COUNTY, 0.3 MILE SOUTHWEST OF A RANCH HOUSE, 120 YARDS NORTHWEST
 MO0318'OF THE SOUTHWEST END OF A 30-INCH CORRUGATED CULVERT, 54 FEET
 MO0318'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET WEST OF
 MO0318'A FENCE.  A STANDARD DISK, STAMPED L 92 1934 AND SET IN THE TOP
 MO0318'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0091 ***********************************************************************
 NQ0091  DESIGNATION -  L 95
 NQ0091  PID         -  NQ0091
 NQ0091  STATE/COUNTY-  WY/GOSHEN
 NQ0091  USGS QUAD   -  JAY EM (1990)
 NQ0091
 NQ0091                         *CURRENT SURVEY CONTROL
 NQ0091  ___________________________________________________________________
 NQ0091* NAD 83(1986)-  42 24 09.     (N)    104 21 22.     (W)     SCALED    
 NQ0091* NAVD 88     -      1367.374  (meters)    4486.13   (feet)  ADJUSTED  
 NQ0091  ___________________________________________________________________
 NQ0091  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 NQ0091  DYNAMIC HT  -        1366.550 (meters)    4483.42  (feet)  COMP
 NQ0091  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 NQ0091
 NQ0091  VERT ORDER  -  SECOND    CLASS 0
 NQ0091
 NQ0091.The horizontal coordinates were scaled from a topographic map and have
 NQ0091.an estimated accuracy of +/- 6 seconds.
 NQ0091
 NQ0091.The orthometric height was determined by differential leveling
 NQ0091.and adjusted by the National Geodetic Survey in June 1991..
 NQ0091
 NQ0091.The geoid height was determined by GEOID03.
 NQ0091
 NQ0091.The dynamic height is computed by dividing the NAVD 88
 NQ0091.geopotential number by the normal gravity value computed on the
 NQ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0091.degrees latitude (g = 980.6199 gals.).
 NQ0091
 NQ0091.The modeled gravity was interpolated from observed gravity values.
 NQ0091
 NQ0091;                    North         East    Units  Estimated Accuracy
 NQ0091;SPC WY E     -   211,600.      266,730.      MT  (+/- 180 meters Scaled)
 NQ0091
 NQ0091                          SUPERSEDED SURVEY CONTROL
 NQ0091
 NQ0091  NGVD 29 (??/??/92) 1366.639  (m)         4483.71   (f) ADJ UNCH    2 0
 NQ0091
 NQ0091.Superseded values are not recommended for survey control.
 NQ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0091.See file dsdata.txt to determine how the superseded data were derived.
 NQ0091
 NQ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG529946(NAD 83)
 NQ0091_MARKER: DB = BENCH MARK DISK
 NQ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0091_STAMPING: L 95 1934
 NQ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0091+STABILITY: SURFACE MOTION
 NQ0091
 NQ0091  HISTORY     - Date     Condition        Report By
 NQ0091  HISTORY     - 1934     MONUMENTED       CGS
 NQ0091  HISTORY     - 1941     GOOD             NGS
 NQ0091  HISTORY     - 1974     MARK NOT FOUND   USGS
 NQ0091
 NQ0091                          STATION DESCRIPTION
 NQ0091
 NQ0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0091'4 MI S FROM JAY-EM.
 NQ0091'4.0 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM JAY EM, GOSHEN COUNTY,
 NQ0091'NEAR A DRIVEWAY LEADING EAST TO A CORRAL, 53.0 FEET EAST OF THE
 NQ0091'CENTERLINE OF THE HIGHWAY, IN A FENCE CORNER, 3.4 FEET EAST OF
 NQ0091'THE RIGHT-OF-WAY FENCE, AND 2.3 FEET SOUTH OF AN EAST-AND-WEST
 NQ0091'FENCE.  A STANDARD DISK, STAMPED L 95 1934 AND SET IN THE TOP
 NQ0091'OF A CONCRETE POST.
 NQ0091
 NQ0091                          STATION RECOVERY (1974)
 NQ0091
 NQ0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NQ0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0055 ***********************************************************************
 MO0055  DESIGNATION -  L 96
 MO0055  PID         -  MO0055
 MO0055  STATE/COUNTY-  WY/LARAMIE
 MO0055  USGS QUAD   -  LINDBERGH (1991)
 MO0055
 MO0055                         *CURRENT SURVEY CONTROL
 MO0055  ___________________________________________________________________
 MO0055* NAD 83(1986)-  41 20 43.     (N)    104 06 35.     (W)     SCALED    
 MO0055* NAVD 88     -      1624.617  (meters)    5330.10   (feet)  ADJUSTED  
 MO0055  ___________________________________________________________________
 MO0055  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 MO0055  DYNAMIC HT  -        1623.352 (meters)    5325.95  (feet)  COMP
 MO0055  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 MO0055
 MO0055  VERT ORDER  -  SECOND    CLASS 0
 MO0055
 MO0055.The horizontal coordinates were scaled from a topographic map and have
 MO0055.an estimated accuracy of +/- 6 seconds.
 MO0055
 MO0055.The orthometric height was determined by differential leveling
 MO0055.and adjusted by the National Geodetic Survey in June 1991..
 MO0055
 MO0055.The geoid height was determined by GEOID03.
 MO0055
 MO0055.The dynamic height is computed by dividing the NAVD 88
 MO0055.geopotential number by the normal gravity value computed on the
 MO0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0055.degrees latitude (g = 980.6199 gals.).
 MO0055
 MO0055.The modeled gravity was interpolated from observed gravity values.
 MO0055
 MO0055;                    North         East    Units  Estimated Accuracy
 MO0055;SPC WY E     -    94,400.      288,460.      MT  (+/- 180 meters Scaled)
 MO0055
 MO0055                          SUPERSEDED SURVEY CONTROL
 MO0055
 MO0055  NGVD 29 (??/??/92) 1623.757  (m)         5327.28   (f) ADJ UNCH    2 0
 MO0055
 MO0055.Superseded values are not recommended for survey control.
 MO0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0055.See file dsdata.txt to determine how the superseded data were derived.
 MO0055
 MO0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF744774(NAD 83)
 MO0055_MARKER: DB = BENCH MARK DISK
 MO0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0055_STAMPING: L 96 1934
 MO0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0055+STABILITY: SURFACE MOTION
 MO0055
 MO0055  HISTORY     - Date     Condition        Report By
 MO0055  HISTORY     - 1934     MONUMENTED       CGS
 MO0055  HISTORY     - 1941     GOOD             NGS
 MO0055
 MO0055                          STATION DESCRIPTION
 MO0055
 MO0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0055'2 MI N FROM LINDBERGH.
 MO0055'2.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0055'STATION AT LINDBERGH, NEAR MILEAGE 16.65, 49.5 FEET NORTHEAST
 MO0055'OF THE CENTER OF A ROAD CROSSING, 29.6 FEET NORTH OF THE
 MO0055'CENTERLINE OF THE ROAD, 35.6 FEET EAST OF THE EAST RAIL, AND
 MO0055'7 FEET SOUTH OF THE FIRST POLE NORTH OF THE ROAD.  A STANDARD
 MO0055'DISK, STAMPED L 96 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0333 ***********************************************************************
 MO0333  DESIGNATION -  L 99
 MO0333  PID         -  MO0333
 MO0333  STATE/COUNTY-  WY/GOSHEN
 MO0333  USGS QUAD   -  Y B O CANYON (1990)
 MO0333
 MO0333                         *CURRENT SURVEY CONTROL
 MO0333  ___________________________________________________________________
 MO0333* NAD 83(1986)-  41 49 19.     (N)    104 32 47.     (W)     SCALED    
 MO0333* NAVD 88     -      1484.724  (meters)    4871.13   (feet)  ADJUSTED  
 MO0333  ___________________________________________________________________
 MO0333  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 MO0333  DYNAMIC HT  -        1483.669 (meters)    4867.67  (feet)  COMP
 MO0333  MODELED GRAV-     979,860.2   (mgal)                       NAVD 88
 MO0333
 MO0333  VERT ORDER  -  SECOND    CLASS 0
 MO0333
 MO0333.The horizontal coordinates were scaled from a topographic map and have
 MO0333.an estimated accuracy of +/- 6 seconds.
 MO0333
 MO0333.The orthometric height was determined by differential leveling
 MO0333.and adjusted by the National Geodetic Survey in June 1991..
 MO0333
 MO0333.The geoid height was determined by GEOID03.
 MO0333
 MO0333.The dynamic height is computed by dividing the NAVD 88
 MO0333.geopotential number by the normal gravity value computed on the
 MO0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0333.degrees latitude (g = 980.6199 gals.).
 MO0333
 MO0333.The modeled gravity was interpolated from observed gravity values.
 MO0333
 MO0333;                    North         East    Units  Estimated Accuracy
 MO0333;SPC WY E     -   146,990.      251,530.      MT  (+/- 180 meters Scaled)
 MO0333
 MO0333                          SUPERSEDED SURVEY CONTROL
 MO0333
 MO0333  NGVD 29 (??/??/92) 1483.899  (m)         4868.43   (f) ADJ UNCH    2 0
 MO0333
 MO0333.Superseded values are not recommended for survey control.
 MO0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0333.See file dsdata.txt to determine how the superseded data were derived.
 MO0333
 MO0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG376301(NAD 83)
 MO0333_MARKER: DB = BENCH MARK DISK
 MO0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0333_STAMPING: L 99 1934
 MO0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0333+STABILITY: SURFACE MOTION
 MO0333
 MO0333  HISTORY     - Date     Condition        Report By
 MO0333  HISTORY     - 1934     MONUMENTED       CGS
 MO0333  HISTORY     - 1941     GOOD             NGS
 MO0333  HISTORY     - 1963     MARK NOT FOUND   USGS
 MO0333
 MO0333                          STATION DESCRIPTION
 MO0333
 MO0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0333'18 MI NW FROM HAWK SPRINGS.
 MO0333'3 MILES NORTH AND 15 MILES WEST ALONG THE COUNTY ROAD LEADING
 MO0333'TO CHUGWATER FROM HAWK SPRINGS, GOSHEN COUNTY, ON THE EAST SLOPE
 MO0333'OF YBO HILL, 0.7 MILE WEST OF A TURN IN THE ROAD, AND 4 FEET
 MO0333'NORTH OF THE SOUTH FENCE.  THE MAGNETIC AZIMUTH FROM THE BENCH
 MO0333'MARK TO A TURRET-SHAPED ROCK ON THE EDGE OF GOSHEN HOLE RIM IS
 MO0333'308 DEG.  THE MAGNETIC AZIMUTH FROM THE BENCH MARK TO THE PEAK
 MO0333'OF A SMOOTH HILL TO THE WEST IS 269 DEG.  A STANDARD DISK,
 MO0333'STAMPED L 99 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0333
 MO0333                          STATION RECOVERY (1963)
 MO0333
 MO0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0622 ***********************************************************************
 NT0622  DESIGNATION -  LA BARGE
 NT0622  PID         -  NT0622
 NT0622  STATE/COUNTY-  WY/LINCOLN
 NT0622  USGS QUAD   -  LA BARGE (1980)
 NT0622
 NT0622                         *CURRENT SURVEY CONTROL
 NT0622  ___________________________________________________________________
 NT0622* NAD 83(1993)-  42 15 56.63626(N)    110 11 45.17751(W)     ADJUSTED  
 NT0622* NAVD 88     -      2013.9    (meters)    6607.     (feet)  VERTCON   
 NT0622  ___________________________________________________________________
 NT0622  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 NT0622  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 NT0622
 NT0622  HORZ ORDER  -  SECOND
 NT0622
 NT0622.The horizontal coordinates were established by classical geodetic methods
 NT0622.and adjusted by the National Geodetic Survey in January 1997..
 NT0622
 NT0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0622
 NT0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0622
 NT0622.The geoid height was determined by GEOID03.
 NT0622
 NT0622;                    North         East     Units Scale Factor Converg.
 NT0622;SPC WY W     -   296,098.450   790,714.680   MT  0.99993856   -0 04 32.5
 NT0622;UTM  12      - 4,679,593.865   566,317.511   MT  0.99965411   +0 32 27.0
 NT0622
 NT0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0622!SPC WY W     -   0.99968632  x   0.99993856  =   0.99962490
 NT0622!UTM  12      -   0.99968632  x   0.99965411  =   0.99934054
 NT0622
 NT0622:                Primary Azimuth Mark                     Grid Az
 NT0622:SPC WY W     -  LA BARGE AZ MK                           010 50 02.1
 NT0622:UTM  12      -  LA BARGE AZ MK                           010 13 02.6
 NT0622
 NT0622|---------------------------------------------------------------------|
 NT0622| PID    Reference Object                     Distance      Geod. Az  |
 NT0622|                                                           dddmmss.s |
 NT0622| AA1863 LA BARGE AZ MK                      APPROX. 0.6 KM 0104529.6 |
 NT0622| CP5646 LA BARGE RM 1                        24.167 METERS 18337     |
 NT0622| CP5647 LA BARGE RM 2                        20.620 METERS 27652     |
 NT0622|---------------------------------------------------------------------|
 NT0622
 NT0622                          SUPERSEDED SURVEY CONTROL
 NT0622
 NT0622  NAD 83(1993)-  42 15 56.63590(N)    110 11 45.17888(W) AD(       ) 2
 NT0622  NAD 83(1986)-  42 15 56.62683(N)    110 11 45.17783(W) AD(       ) 2
 NT0622  NAD 27      -  42 15 56.83670(N)    110 11 42.59840(W) AD(       ) 2
 NT0622  NGVD 29 (01/15/93) 2012.5    (m)         6603.     (f) GPS OBS        
 NT0622
 NT0622.Superseded values are not recommended for survey control.
 NT0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0622.See file dsdata.txt to determine how the superseded data were derived.
 NT0622
 NT0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6631879594(NAD 83)
 NT0622_MARKER: DS = TRIANGULATION STATION DISK
 NT0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0622_SP_SET: CONCRETE POST
 NT0622_STAMPING: LA BARGE 1962
 NT0622_MARK LOGO: CGS   
 NT0622_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0622+STABILITY: SURFACE MOTION
 NT0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0622+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 NT0622
 NT0622  HISTORY     - Date     Condition        Report By
 NT0622  HISTORY     - 1962     MONUMENTED       CGS
 NT0622  HISTORY     - 1962     GOOD             CGS
 NT0622  HISTORY     - 1969     GOOD             USGS
 NT0622  HISTORY     - 1981     GOOD             LOCSUR
 NT0622  HISTORY     - 19881105 GOOD             LOCSUR
 NT0622  HISTORY     - 19920819 GOOD             NGS
 NT0622
 NT0622                          STATION DESCRIPTION
 NT0622
 NT0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 NT0622'STATION IS LOCATED IN THE NORTH PART OF LA BARGE ON THE SOUTH
 NT0622'SIDE OF AIRPLANE LANDING STRIP ABOUT 0.15 MILE NORTHWEST OF
 NT0622'THE U.S. POST OFFICE IN LA BARGE.
 NT0622'
 NT0622'STATION IS REACHED AS FOLLOWS--FRON THE U.S. POST OFFICE, IN
 NT0622'LA BARGE, GO NORTHERLY, ON U.S. HIGHWAY 189, FOR 0.05 MILE
 NT0622'TO DIRT ROAD ON THE LEFT.  TURN LEFT OFF HIGHWAY AND FOLLOW
 NT0622'DIRT ROAD NORTHWESTERLY 0.1 MILE TO STATION.
 NT0622'
 NT0622'STATION, STAMPED LA BARGE 1962, IS A STANDARD USC AND GS BRONZE
 NT0622'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 NT0622'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 413.0 FEET WEST
 NT0622'OF THE CENTER LINE OF U.S. HIGHWAY 189, 327.8 FEET NORTHWEST
 NT0622'OF THE NORTHWEST CORNER OF OLD CHURCH, 81.0 FEET NORTH OF THE
 NT0622'NORTHWEST CORNER OF SHEET METAL BUILDING AND 5.1 FEET WEST
 NT0622'OF A STANDARD METAL WITNESS POST.
 NT0622'
 NT0622'AZIMUTH MARK, STAMPED LA BARGE 1962, IS A STANDARD USC AND GS
 NT0622'BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 NT0622'MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT
 NT0622'IS 61.0 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 189,
 NT0622'26.5 FEET NORTH OF THE CENTER LINE OF TRACK ROAD AND 2.2 FEET
 NT0622'EAST OF STANDARD METAL WITNESS POST.
 NT0622'
 NT0622'R.M. 1, STAMPED LA BARGE NO 1 1962, IS A STANDARD USC AND GS
 NT0622'BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 NT0622'MONUMENT THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS
 NT0622'1.5 FEET NORTH OF THE NORTHWEST CORNER OF SHEET METAL BUILDING
 NT0622'AND ABOUT THE SAME ELEVATION AS THE STATION.
 NT0622'
 NT0622'R.M. 2, STAMPED LA BARGE NO 2 1962, IS A STANDARD USC AND GS
 NT0622'BRONZE DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 NT0622'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 108.0
 NT0622'FEET NORTHWEST OF THE NORTHWEST CORNER OF A SHEET METAL BUILDING
 NT0622'AND ABOUT THE SAME ELEVATION AS THE STATION.
 NT0622'
 NT0622'THE AZIMUTH MARK IS REACHED AS FOLLOWS--FROM THE U.S. POST
 NT0622'OFFICE, IN LA BARGE, GO NORTHERLY, ON U.S. HIGHWAY 189, 0.4
 NT0622'MILES TO THE AZIMUTH MARK ON THE WEST SIDE OF THE HIGHWAY.
 NT0622
 NT0622                          STATION RECOVERY (1962)
 NT0622
 NT0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NT0622'RECOVERED IN GOOD CONDITION.
 NT0622
 NT0622                          STATION RECOVERY (1969)
 NT0622
 NT0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0622'RECOVERED.
 NT0622'
 NT0622'STATION MARK--STANDARD USC AND GS BRONZE DISK, SET IN THE TOP OF A
 NT0622'12 IN. SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 5 IN. ABOVE
 NT0622'THE GROUND, AND STAMPED ---LA BARGE 1962---.
 NT0622
 NT0622                          STATION RECOVERY (1981)
 NT0622
 NT0622'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (PNS)
 NT0622'LA BARGE STATION MARK 1962 RECOVERED EXCELLENT.
 NT0622
 NT0622                          STATION RECOVERY (1988)
 NT0622
 NT0622'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (PNS)
 NT0622'RECOVERED IN GOOD CONDITION.
 NT0622
 NT0622                          STATION RECOVERY (1992)
 NT0622
 NT0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NT0622'STATION IS LOCATED IN THE WEST SECTION OF THE LA BARGE COMMUNITY,
 NT0622'ALONG THE EAST EDGE OF A LARGE GRAVEL LOT (SOUTH HALF USED FOR HEAVY
 NT0622'EQUIPMENT STORAGE), ON THE NORTH SIDE OF DIRT PILE SEPARATING THE TWO
 NT0622'HALVES, AND AT THE REAR OF A LARGE CONCRETE BUILDING (WESTERN FAMILY
 NT0622'FOOD STORE).  OWNERSHIP--UNKNOWN.
 NT0622'TO REACH FROM THE LA BARGE POST OFFICE, GO NORTH ON STATE HIGHWAY 189
 NT0622'FOR 0.11 KM (0.07 MI) TO A GRADED STREET LEFT.  TURN LEFT, WEST, ON
 NT0622'WEST BIRCH CREEK DRIVE FOR 0.10 KM (0.06 MI) TO THE WEST END OF A
 NT0622'GRAVEL PARKING LOT ON THE RIGHT (AT REAR OF RESTAURANT).  TURN RIGHT,
 NT0622'NORTH, ALONG PARKING LOT EDGE FOR 0.07 KM (0.04 MI) TO THE CONCRETE
 NT0622'BUILDING AND THE STATION ON THE LEFT.
 NT0622'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 NT0622'PROJECTING 10 CM ABOVE GROUND.  IT IS 19.0 M (62.3 FT) WEST OF THE
 NT0622'SOUTHWEST CORNER OF THE CONCRETE BUILDING, 30.5 M (100.1 FT)
 NT0622'SOUTHWEST OF THE NORTHWEST CORNER OF SAME, 0.3 M (1.0 FT) NORTH OF THE
 NT0622'EXTENDED SOUTH WALL OF SAME, 1.1 M (3.6 FT) SOUTHWEST OF A METAL
 NT0622'WITNESS POST, 1.5 M (4.9 FT) WEST OF A METAL WITNESS POST, AND 0.9 M
 NT0622'(3.0 FT) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA1863 ***********************************************************************
 AA1863  FBN         -  This is a Federal Base Network Control Station.
 AA1863  DESIGNATION -  LA BARGE AZ MK
 AA1863  PID         -  AA1863
 AA1863  STATE/COUNTY-  WY/LINCOLN
 AA1863  USGS QUAD   -  LA BARGE (1980)
 AA1863
 AA1863                         *CURRENT SURVEY CONTROL
 AA1863  ___________________________________________________________________
 AA1863* NAD 83(1993)-  42 16 15.25540(N)    110 11 40.41420(W)     ADJUSTED  
 AA1863* NAVD 88     -      2011.7    (meters)    6600.     (feet)  GPS OBS   
 AA1863  ___________________________________________________________________
 AA1863  X           -  -1,632,248.748 (meters)                     COMP
 AA1863  Y           -  -4,437,622.434 (meters)                     COMP
 AA1863  Z           -   4,269,262.364 (meters)                     COMP
 AA1863  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 AA1863  ELLIP HEIGHT-        1998.53  (meters)          (02/28/01) GPS OBS
 AA1863  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 AA1863
 AA1863  HORZ ORDER  -  B
 AA1863  ELLP ORDER  -  SECOND    CLASS I
 AA1863
 AA1863.The horizontal coordinates were established by GPS observations
 AA1863.and adjusted by the National Geodetic Survey in October 1994..
 AA1863
 AA1863.The orthometric height was determined by GPS observations and a
 AA1863.high-resolution geoid model.
 AA1863
 AA1863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1863
 AA1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1863
 AA1863.The ellipsoidal height was determined by GPS observations
 AA1863.and is referenced to NAD 83.
 AA1863
 AA1863.The geoid height was determined by GEOID03.
 AA1863
 AA1863;                    North         East     Units Scale Factor Converg.
 AA1863;SPC WY W     -   296,672.767   790,824.590   MT  0.99993854   -0 04 29.3
 AA1863;UTM  12      - 4,680,169.168   566,421.204   MT  0.99965428   +0 32 30.4
 AA1863
 AA1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1863!SPC WY W     -   0.99968666  x   0.99993854  =   0.99962521
 AA1863!UTM  12      -   0.99968666  x   0.99965428  =   0.99934104
 AA1863
 AA1863                          SUPERSEDED SURVEY CONTROL
 AA1863
 AA1863  ELLIP H (10/19/94) 1998.55   (m)                       GP(       ) 4 1
 AA1863
 AA1863.Superseded values are not recommended for survey control.
 AA1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1863.See file dsdata.txt to determine how the superseded data were derived.
 AA1863
 AA1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6642180169(NAD 83)
 AA1863_MARKER: DZ = AZIMUTH MARK DISK
 AA1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1863_STAMPING: LA BARGE 1962
 AA1863_MARK LOGO: CGS   
 AA1863_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1863+STABILITY: SURFACE MOTION
 AA1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1863+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2006
 AA1863
 AA1863  HISTORY     - Date     Condition        Report By
 AA1863  HISTORY     - 1962     MONUMENTED       CGS
 AA1863  HISTORY     - 19930719 GOOD             NGS
 AA1863  HISTORY     - 19991025 GOOD             NGS
 AA1863  HISTORY     - 20060425 GOOD             INDIV
 AA1863
 AA1863                          STATION DESCRIPTION
 AA1863
 AA1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA1863'MARK IS LOCATED ABOUT 0.75 KM (0.45 MI) NORTH OF THE LA BARGE POST
 AA1863'OFFICE, ON THE SOUTH SIDE OF THE LINCOLN-SUBLETTE COUNTY LINE, ALONG
 AA1863'US HIGHWAY 189, AT A DIM TRACK ROAD LEADING WEST, ON THE RIGHT-OF-WAY,
 AA1863'AT MILE 85.9.   OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. TO
 AA1863'REACH FOM THE LA BARGE POST OFFICE, GO NORTH ON US HIGHWAY 189 FOR
 AA1863'0.76 KM (0.45 MI) TO THE MARK ON THE LEFT. MARK IS SET IN THE TOP OF A
 AA1863'30-CM SQUARE CONCRETE POST PROJECTING 5 CM.  IT IS 18.2 M (59.7 FT)
 AA1863'WEST OF, AND 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY CENTER, 7.0 M (23.0
 AA1863'FT) NORTH OF THE TRACK ROAD CENTER, 12.2 M (40.0 FT) EAST-NORTHEAST OF
 AA1863'THE NORTH GATEPOST IN THE RIGHT-OF-WAY FENCE, 0.6 M (2.0 FT) NORTH OF
 AA1863'A METAL WITNESS POST, AND 0.6 M (2.0 FT) WEST OF A METAL WITNESS POST.
 AA1863'DESCRIBED BY G.R HEID
 AA1863
 AA1863                          STATION RECOVERY (1999)
 AA1863
 AA1863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA1863'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  NEW DESCRIPTION FOLLOWS.
 AA1863'THE STATION IS LOCATED ABOUT 0.75 KM (0.45 MI) NORTH OF THE LA BARGE
 AA1863'POST OFFICE ON THE SOUTH SIDE OF THE LINCOLN-SUBLETTE COUNTY LINE,
 AA1863'ALONG U.S.  HWY 189, AT A DIM TRACK ROAD LEADING WEST, ON HIGHWAY
 AA1863'RIGHT-OF-WAY AT MILE 85.9.  OWNERSHIP--STATE DEPARTMENT OF
 AA1863'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HWY
 AA1863'189 AND STATE HWY 235 IN THE SOUTH PART OF LA BARGE, GO NORTH ON HWY
 AA1863'189 FOR 0.6 MI (1.0 KM) TO THE LA BARGE POST OFFICE ON THE RIGHT,
 AA1863'CONTINUE NORTH ON HWY 189 FOR 0.45 MI (0.72 KM) TO THE STATION ON THE
 AA1863'LEFT 13 FT (4.0 M) SOUTH OF THE LINCOLN-SUBLETTE COUNTY LINE.  THE
 AA1863'STATION MARK IS A CGS AZIMUTH MARK DISK SET IN THE TOP OF A 30 CM
 AA1863'SQUARE CONCRETE POST PROJECTING 5 CM.  IT IS, 18.2 M (59.7 FT) WEST OF
 AA1863'AND 0.5 M (1.6 FT) LOWER THAN THE CENTER OF THE HIGHWAY, 7.0 M (23.0
 AA1863'FT) NORTH OF THE TRACK ROAD CENTER, 12.2 M (40.0 FT) EAST-NORTHEAST OF
 AA1863'THE NORTH GATEPOST IN THE RIGHT-OF-WAY FENCE, 18.7 FT (5.7 M)
 AA1863'SOUTHWEST OF THE LINCOLN COUNTY SIGN, 2.2 FT (0.7 M) WEST OF A METAL
 AA1863'WITNESS POST, 2.0 FT (0.6 M) SOUTHEAST OF A METAL WITNESS POST AND 2.0
 AA1863'FT (0.6 M) NORTH OF A METAL POST WITHOUT A WITNESS POST SIGN.  THE
 AA1863'STATION IS NOW SURROUNDED BY 3 4X4 WOOD POSTS.  DESCRIBED BY V.C.
 AA1863'PICZAK.
 AA1863
 AA1863                          STATION RECOVERY (2006)
 AA1863
 AA1863'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLS)
 AA1863'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0625 ***********************************************************************
 NQ0625  DESIGNATION -  LA BONTE
 NQ0625  PID         -  NQ0625
 NQ0625  STATE/COUNTY-  WY/ALBANY
 NQ0625  USGS QUAD   -  SCHOOL SECTION MOUNTAIN (1992)
 NQ0625
 NQ0625                         *CURRENT SURVEY CONTROL
 NQ0625  ___________________________________________________________________
 NQ0625* NAD 83(1993)-  42 25 12.46822(N)    105 40 33.08265(W)     ADJUSTED  
 NQ0625* NAVD 88     -      2504.3    (meters)    8216.     (feet)  VERTCON   
 NQ0625  ___________________________________________________________________
 NQ0625  LAPLACE CORR-          -7.36  (seconds)                    DEFLEC99
 NQ0625  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 NQ0625
 NQ0625  HORZ ORDER  -  SECOND
 NQ0625
 NQ0625.The horizontal coordinates were established by classical geodetic methods
 NQ0625.and adjusted by the National Geodetic Survey in January 1997..
 NQ0625
 NQ0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0625
 NQ0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0625
 NQ0625.The geoid height was determined by GEOID03.
 NQ0625
 NQ0625;                    North         East     Units Scale Factor Converg.
 NQ0625;SPC WY E     -   213,367.350   158,094.457   MT  0.99995910   -0 20 36.5
 NQ0625;UTM  13      - 4,696,645.723   444,396.762   MT  0.99963804   -0 27 21.3
 NQ0625
 NQ0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0625!SPC WY E     -   0.99960919  x   0.99995910  =   0.99956831
 NQ0625!UTM  13      -   0.99960919  x   0.99963804  =   0.99924737
 NQ0625
 NQ0625|---------------------------------------------------------------------|
 NQ0625| PID    Reference Object                     Distance      Geod. Az  |
 NQ0625|                                                           dddmmss.s |
 NQ0625| CP9791 LA BONTE RM 1                         7.869 METERS 04754     |
 NQ0625| CP9792 LA BONTE RM 2                         6.135 METERS 14551     |
 NQ0625| CP9790 LA BONTE AZ MK                                     2944915.5 |
 NQ0625|---------------------------------------------------------------------|
 NQ0625
 NQ0625                          SUPERSEDED SURVEY CONTROL
 NQ0625
 NQ0625  NAD 83(1986)-  42 25 12.45192(N)    105 40 33.07181(W) AD(       ) 2
 NQ0625  NAD 27      -  42 25 12.57200(N)    105 40 31.08300(W) AD(       ) 2
 NQ0625  NGVD 29 (07/19/86) 2503.3    (m)         8213.     (f) VERT ANG       
 NQ0625
 NQ0625.Superseded values are not recommended for survey control.
 NQ0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0625.See file dsdata.txt to determine how the superseded data were derived.
 NQ0625
 NQ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4439796646(NAD 83)
 NQ0625_MARKER: DS = TRIANGULATION STATION DISK
 NQ0625_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0625
 NQ0625  HISTORY     - Date     Condition        Report By
 NQ0625  HISTORY     - 1948     MONUMENTED       CGS
 NQ0625
 NQ0625                          STATION DESCRIPTION
 NQ0625
 NQ0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0625'THE STATION IS LOCATED IN THE NORTHWEST PART OF SEC. 12, T.28N.,
 NQ0625'R.74W., ON THE SOUTHERNMOST AND LOWER ONE OF A GROUP OF BARE,
 NQ0625'JAGGED, WHITE, ROCKY MOUNTAINS.  ABOUT 7.5 MILES AIR LINE NORTH
 NQ0625'OF TOLTEC.  ABOUT 1.3 MILE AIR LINE SOUTH OF THE CONVERSE-ALBANY
 NQ0625'COUNTY LINE.  IT IS ON THE HIGHEST POINT, 15 FEET EAST OF THE
 NQ0625'WEST EDGE WHICH IS A 100 FOOT VERTICAL CLIFF.  THE MARK IS SET
 NQ0625'FLUSH AND STAMPED, LA BONTE 1948.
 NQ0625'
 NQ0625'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NQ0625'THE STATION, 6 PACES SOUTHEAST OF THE NORTHWEST RIM, SET
 NQ0625'FLUSH, AND STAMPED, LA BONTE NO 1 1948.
 NQ0625'
 NQ0625'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 FEET LOWER THAN THE
 NQ0625'STATION, 10 PACES NORTH OF THE SOUTH RIM, SET FLUSH, AND STAMPED,
 NQ0625'LA BONTE NO 2 1948.
 NQ0625'
 NQ0625'THE AZIMUTH MARK IS LOCATED ALONG THE TRACK ROAD TO STATION,
 NQ0625'48 PACES EAST OF A WIRE GATE.  13 PACES NORTH OF THE CENTER LINE
 NQ0625'OF TRACK ROAD, 18 FEET SOUTH OF FENCE LINE, 17 FEET SOUTH OF
 NQ0625'A 4 X 4 INCH WITNESS POST, PROJECTS 8 INCHES, AND STAMPED, LA
 NQ0625'BONTE 1948.
 NQ0625'
 NQ0625'TO REACH FROM THE RAILROAD DEPOT IN DOUGLAS, GO WEST ON U.S.
 NQ0625'HIGHWAY 20 FOR 1.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON
 NQ0625'GRADED ROAD AND GO 1.35 MILE TO RANCH BUILDINGS ON RIGHT.
 NQ0625'CONTINUE ON MAIN ROAD FOR 3.9 MILES TO A REVERSE Y.  KEEP
 NQ0625'TO THE LEFT AND FOLLOW THE MAIN TRAVELED ROAD FOR 10.2 MILES
 NQ0625'TO A SIDE ROAD LEFT AND SIGN, LA PRELE RANGER STATION 20,
 NQ0625'DOUGLAS 20.  TURN LEFT AND FOLLOW ROAD FOR 8.55 MILES TO A FORK
 NQ0625'AND SIGN, DOUGLAS 29, LA BONTE CANYON 12.  TAKE THE LEFT FORK
 NQ0625'AND FOLLOW THE MAIN TRAVELED ROAD FOR 9.7 MILES TO A WIRE
 NQ0625'GATE AT FENCE CORNER ON THE LEFT (EAST) SIDE OF ROAD AND
 NQ0625'AZIMUTH MARK AS DESCRIBED ABOVE.  TURN LEFT, PASS THROUGH GATE
 NQ0625'AND FOLLOW TRACK ROAD FOR 0.55 MILE TO A DIM FORK RIGHT.
 NQ0625'TURN RIGHT ON DIM ROAD AND GO 0.15 MILE TO A FENCE CORNER,
 NQ0625'CROSSING STREAM AND SWAMPY AREA (AT THIS POINT, THE TRACK
 NQ0625'ROAD IS MORE DISTINCT).  FOLLOW TRACK ROAD SOUTH, THEN EAST FOR
 NQ0625'0.35 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.3 MILE TO
 NQ0625'A FORK.  TAKE THE LEFT FORK FOR 0.5 MILE TO A LARGE TREE
 NQ0625'WITH AN 18-INCH TRIANGLE BLAZE.  TURN LEFT THROUGH TIMBER
 NQ0625'AND GO 0.15 MILE TO BASE OF PEAK AND END OF TRUCK TRAVEL.
 NQ0625'FROM HERE PACK NORTHEAST TO RIMROCK, THENCE LEFT TO TOP OF PEAK
 NQ0625'AND STATION.  A 20-MINUTE PACK.  WITH A TWO WHEEL DRIVE
 NQ0625'VEHICLE, THE PACK WILL TAKE APPROXIMATELY 1 HOUR FROM THE
 NQ0625'SWAMPY AREA MENTIONED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0654 ***********************************************************************
 NQ0654  DESIGNATION -  LA PRELE
 NQ0654  PID         -  NQ0654
 NQ0654  STATE/COUNTY-  WY/CONVERSE
 NQ0654  USGS QUAD   -  LA PRELE RESERVOIR (1964)
 NQ0654
 NQ0654                         *CURRENT SURVEY CONTROL
 NQ0654  ___________________________________________________________________
 NQ0654* NAD 83(1993)-  42 43 02.30221(N)    105 34 38.59911(W)     ADJUSTED  
 NQ0654* NAVD 88     -      1876.9    (meters)    6158.     (feet)  VERTCON   
 NQ0654  ___________________________________________________________________
 NQ0654  LAPLACE CORR-          -7.12  (seconds)                    DEFLEC99
 NQ0654  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 NQ0654
 NQ0654  HORZ ORDER  -  SECOND
 NQ0654
 NQ0654.The horizontal coordinates were established by classical geodetic methods
 NQ0654.and adjusted by the National Geodetic Survey in January 1997..
 NQ0654
 NQ0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0654
 NQ0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0654
 NQ0654.The geoid height was determined by GEOID03.
 NQ0654
 NQ0654;                    North         East     Units Scale Factor Converg.
 NQ0654;SPC WY E     -   246,333.088   166,358.286   MT  0.99995142   -0 16 43.1
 NQ0654;UTM  13      - 4,729,584.508   452,722.762   MT  0.99962750   -0 23 30.1
 NQ0654
 NQ0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0654!SPC WY E     -   0.99970786  x   0.99995142  =   0.99965929
 NQ0654!UTM  13      -   0.99970786  x   0.99962750  =   0.99933547
 NQ0654
 NQ0654:                Primary Azimuth Mark                     Grid Az
 NQ0654:SPC WY E     -  LA PRELE AZ MK                           107 07 02.4
 NQ0654:UTM  13      -  LA PRELE AZ MK                           107 13 49.4
 NQ0654
 NQ0654|---------------------------------------------------------------------|
 NQ0654| PID    Reference Object                     Distance      Geod. Az  |
 NQ0654|                                                           dddmmss.s |
 NQ0654| CP9793 LA PRELE AZ MK                                     1065019.3 |
 NQ0654| CP9795 LA PRELE RM 2                        10.086 METERS 16216     |
 NQ0654| CP9794 LA PRELE RM 1                         7.784 METERS 22055     |
 NQ0654| CP9796 LA PRELE RM 3                         6.413 METERS 35814     |
 NQ0654|---------------------------------------------------------------------|
 NQ0654
 NQ0654                          SUPERSEDED SURVEY CONTROL
 NQ0654
 NQ0654  NAD 83(1986)-  42 43 02.28314(N)    105 34 38.58572(W) AD(       ) 2
 NQ0654  NAD 27      -  42 43 02.40300(N)    105 34 36.61400(W) AD(       ) 2
 NQ0654  NGVD 29 (07/19/86) 1876.0    (m)         6155.     (f) VERT ANG       
 NQ0654
 NQ0654.Superseded values are not recommended for survey control.
 NQ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0654.See file dsdata.txt to determine how the superseded data were derived.
 NQ0654
 NQ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5272329585(NAD 83)
 NQ0654_MARKER: DB = BENCH MARK DISK
 NQ0654_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0654
 NQ0654  HISTORY     - Date     Condition        Report By
 NQ0654  HISTORY     - 1948     MONUMENTED       USGS
 NQ0654  HISTORY     - 1964     GOOD             USGS
 NQ0654
 NQ0654                          STATION DESCRIPTION
 NQ0654
 NQ0654'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0654'STATION IS LOCATED ON THE HIGHEST POINT OF THE HIGHEST HILL
 NQ0654'OF A GROUP OF ROCK AND GRASS COVERED HILLS, IN T 32 N, R 73 W,
 NQ0654'SEC. 26, ABOUT 10 MILES AIRLINE WEST SOUTHWEST OF DOUGLAS, 2
 NQ0654'MILES AIRLINE EAST OF THE LA PRELE RESERVOIR DAM.  STATION MARK
 NQ0654'IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN A DRILL
 NQ0654'HOLE IN OUTCROPPING BEDROCK, WHICH PROJECTS 12 INCHES, AND IS
 NQ0654'STAMPED, LA PRELE 1947.
 NQ0654'
 NQ0654'REFERENCE MARK NO. 1 IS A U.S.G.S. REFERENCE MARK SET IN A DRILL
 NQ0654'HOLE IN OUTCROPPING BEDROCK, WHICH PROJECTS 8 INCHES, ABOUT 5
 NQ0654'FEET LOWER THAN STATION, AND STAMPED, LA PRELE REF NO 1.
 NQ0654'
 NQ0654'REFERENCE MARK NO. 2 IS A U.S.G.S. REFERENCE MARK SET IN A
 NQ0654'DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 6 FEET LOWER THAN
 NQ0654'STATION, PROJECTS 6 INCHES, AND STAMPED, LA PRELE REF NO 2.
 NQ0654'
 NQ0654'REFERENCE MARK NO. 3 IS APPROXIMATELY 12 INCHES LOWER THAN
 NQ0654'STATION, PROJECTS 6 INCHES, AND STAMPED, LA PRELE NO 3 1948.
 NQ0654'
 NQ0654'AZIMUTH MARK IS APPROXIMATELY 150 FEET NORTH OF AND 50 FEET
 NQ0654'HIGHER THAN TRACK ROAD LEADING TO STATION, 3 FEET SOUTH OF A
 NQ0654'SMALL CAIRN, SET FLUSH WITH GROUND, AND STAMPED, LA PRELE 1948.
 NQ0654'
 NQ0654'TO REACH FROM RAILROAD DEPOT IN DOUGLAS, GO WEST ON U.S. HIGHWAY
 NQ0654'20 FOR 1.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON GRADED ROAD
 NQ0654'AND GO 1.35 MILE TO RANCH BUILDINGS ON RIGHT.  CONTINUE ON MAIN
 NQ0654'ROAD FOR 3.8 MILES TO A REVERSE Y.  KEEP STRAIGHT AHEAD FOR
 NQ0654'4.95 MILES TO GATE ON RIGHT, JUST AFTER GOING THROUGH PASS.
 NQ0654'LEAVE MAIN ROAD, TURN RIGHT THROUGH GATE AND FOLLOW DIM ROAD
 NQ0654'FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.
 NQ0654'CONTINUE ON DIM ROAD FOR 0.25 MILE TO END OF TRUCK TRAVEL AT
 NQ0654'FOOT OF HILL.  PACK NORTHWEST UP HILL TO HIGHEST POINT AND
 NQ0654'STATION AS DESCRIBED ABOVE.  A TWENTY MINUTE PACK.
 NQ0654'
 NQ0654'NOTE--IT IS POSSIBLE TO DRIVE TO STATION WITH A FOUR WHEEL
 NQ0654'DRIVE VEHICLE, BY GOING UP DRAW TO NORTH FROM ABOVE MENTIONED
 NQ0654'END OF TRUCK TRAVEL, TO TOP OF RIDGE.  THENCE WEST ALONG RIDGE
 NQ0654'TO HIGHEST POINT AND STATION.
 NQ0654
 NQ0654                          STATION RECOVERY (1964)
 NQ0654
 NQ0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NQ0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2134 ***********************************************************************
 AA2134  CBN         -  This is a Cooperative Base Network Control Station.
 AA2134  DESIGNATION -  LA PRELE
 AA2134  PID         -  AA2134
 AA2134  STATE/COUNTY-  WY/CONVERSE
 AA2134  USGS QUAD   -  WARBONNET PEAK (1992)
 AA2134
 AA2134                         *CURRENT SURVEY CONTROL
 AA2134  ___________________________________________________________________
 AA2134* NAD 83(1993)-  42 29 25.55408(N)    105 48 43.60748(W)     ADJUSTED  
 AA2134* NAVD 88     -      2297.6    (meters)    7538.     (feet)  GPS OBS   
 AA2134  ___________________________________________________________________
 AA2134  X           -  -1,283,959.473 (meters)                     COMP
 AA2134  Y           -  -4,533,757.849 (meters)                     COMP
 AA2134  Z           -   4,287,475.295 (meters)                     COMP
 AA2134  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 AA2134  ELLIP HEIGHT-        2286.21  (meters)          (09/07/01) GPS OBS
 AA2134  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 AA2134
 AA2134  HORZ ORDER  -  B
 AA2134  ELLP ORDER  -  FOURTH    CLASS I
 AA2134
 AA2134.The horizontal coordinates were established by GPS observations
 AA2134.and adjusted by the National Geodetic Survey in October 1994..
 AA2134
 AA2134.The orthometric height was determined by GPS observations and a
 AA2134.high-resolution geoid model.
 AA2134
 AA2134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2134
 AA2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2134
 AA2134.The ellipsoidal height was determined by GPS observations
 AA2134.and is referenced to NAD 83.
 AA2134
 AA2134.The geoid height was determined by GEOID03.
 AA2134
 AA2134;                    North         East     Units Scale Factor Converg.
 AA2134;SPC WY E     -   221,252.384   146,940.061   MT  0.99997213   -0 26 09.6
 AA2134;UTM  13      - 4,704,550.121   433,261.428   MT  0.99965480   -0 32 54.9
 AA2134
 AA2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2134!SPC WY E     -   0.99964158  x   0.99997213  =   0.99961372
 AA2134!UTM  13      -   0.99964158  x   0.99965480  =   0.99929650
 AA2134
 AA2134                          SUPERSEDED SURVEY CONTROL
 AA2134
 AA2134  ELLIP H (10/19/94) 2286.25   (m)                       GP(       ) 4 1
 AA2134
 AA2134.Superseded values are not recommended for survey control.
 AA2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2134.See file dsdata.txt to determine how the superseded data were derived.
 AA2134
 AA2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3326104550(NAD 83)
 AA2134_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2134_SETTING: 80 = SET IN A BOULDER
 AA2134_STAMPING: LA PRELE 1993
 AA2134_MARK LOGO: NGS   
 AA2134_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2134+STABILITY: SURFACE MOTION
 AA2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2134+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1993
 AA2134
 AA2134  HISTORY     - Date     Condition        Report By
 AA2134  HISTORY     - 1993     MONUMENTED       USDA
 AA2134  HISTORY     - 19930614 GOOD             NGS
 AA2134
 AA2134                          STATION DESCRIPTION
 AA2134
 AA2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA2134'STATION IS LOCATED ABOUT 48 KM (29.80 MI) SOUTHWEST OF DOUGLAS, 6.5 KM
 AA2134'(4.05 MI) NORTH OF THE CONVERSE-ALBANY COUNTY LINE, 2.8 KM (1.75 MI)
 AA2134'EAST OF SQUAW MOUNTAIN, IN THE MEDICINE BOW NATIONAL FOREST, 4.9 KM
 AA2134'(3.05 MI) NORTHEAST ALONG A ROAD FROM THE CAMPBELL CREEK CAMPGROUND,
 AA2134'ON A GRASSY RIDGE PARALLEL TO THE ROAD, IN THE SOUTHEAST 1/4 OF
 AA2134'SECTION 10, T 29 N, R 75 W.  OWNERSHIP--US DEPARTMENT OF AGRICULTURE.
 AA2134'TO REACH FROM THE JUNCTION OF BUSINESS ROUTES OF INTERSTATE HIGHWAY
 AA2134'25, US HIGHWAYS 20, 26, 87 AND STATE HIGHWAY 94 ON THE WEST SIDE OF
 AA2134'DOUGLAS (0.5 KM EAST OF INTERSTATE HIGHWAY EXIT 140), GO SOUTH ON
 AA2134'HIGHWAY 94 FOR 0.74 KM (0.45 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 AA2134'WEST, ON STATE HIGHWAY 91 FOR 4.78 KM (2.95 MI) TO A PAVED ROAD LEFT.
 AA2134'TURN LEFT, SOUTH, ON HIGHWAY 91 FOR 32.31 KM (20.05 MI) TO A CATTLE
 AA2134'GUARD JUST BEFORE PAVEMENT END.  CONTINUE AHEAD ON COUNTY ROAD 16 FOR
 AA2134'4.84 KM (3.00 MI) TO A FORK.  BEAR RIGHT, SOUTHWEST, LEAVING ROAD 16,
 AA2134'FOR 9.74 KM (6.05 MI) TO A CATTLE GUARD AT A LOG-GATHERING AREA.
 AA2134'CONTINUE SOUTHWEST FOR 2.64 KM (1.65 MI) TO A BRIDGE OVER ROARING FORK
 AA2134'CREEK.  CONTINUE AHEAD FOR 0.83 KM (0.50 MI) TO THE STATION ON THE
 AA2134'LEFT, 138 M (452.8 FT) BEFORE REACHING A CATTLE GUARD. STATION MARK IS
 AA2134'SET FLUSH IN A DRILL HOLE IN THE TOP CENTER OF A 1 M (3.3 FT) X 0.6 M
 AA2134'(2.0 FT) X 0.5 M (1.6 FT) HIGH BOULDER.  IT IS 27.0 M (88.6 FT)
 AA2134'SOUTHEAST OF, AND 1.5 M (4.9 FT) HIGHER THAN THE ROAD CENTER, AND 56.1
 AA2134'M (184.1 FT) EAST OF A SIGN LEAVING NATIONAL FOREST LAND. DESCRIBED BY
 AA2134'G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0661 ***********************************************************************
 NQ0661  DESIGNATION -  LACY
 NQ0661  PID         -  NQ0661
 NQ0661  STATE/COUNTY-  WY/CONVERSE
 NQ0661  USGS QUAD   -  ROOT CREEK (1964)
 NQ0661
 NQ0661                         *CURRENT SURVEY CONTROL
 NQ0661  ___________________________________________________________________
 NQ0661* NAD 83(1993)-  42 38 10.09022(N)    105 50 26.80990(W)     ADJUSTED  
 NQ0661* NAVD 88     -      2302.7    (meters)    7555.     (feet)  VERTCON   
 NQ0661  ___________________________________________________________________
 NQ0661  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 NQ0661  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 NQ0661
 NQ0661  HORZ ORDER  -  SECOND
 NQ0661
 NQ0661.The horizontal coordinates were established by classical geodetic methods
 NQ0661.and adjusted by the National Geodetic Survey in January 1997..
 NQ0661
 NQ0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0661
 NQ0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0661
 NQ0661.The geoid height was determined by GEOID03.
 NQ0661
 NQ0661;                    North         East     Units Scale Factor Converg.
 NQ0661;SPC WY E     -   237,455.272   144,712.215   MT  0.99997509   -0 27 23.8
 NQ0661;UTM  13      - 4,720,752.224   431,066.165   MT  0.99965846   -0 34 10.3
 NQ0661
 NQ0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0661!SPC WY E     -   0.99964091  x   0.99997509  =   0.99961601
 NQ0661!UTM  13      -   0.99964091  x   0.99965846  =   0.99929949
 NQ0661
 NQ0661|---------------------------------------------------------------------|
 NQ0661| PID    Reference Object                     Distance      Geod. Az  |
 NQ0661|                                                           dddmmss.s |
 NQ0661| CP9798 LACY RM 2                            10.498 METERS 16213     |
 NQ0661| CQ4299 CB 40                                              2234904.5 |
 NQ0661| CP9797 LACY RM 1                             6.919 METERS 23508     |
 NQ0661| CP9799 LACY RM 3                             6.496 METERS 30311     |
 NQ0661|---------------------------------------------------------------------|
 NQ0661
 NQ0661                          SUPERSEDED SURVEY CONTROL
 NQ0661
 NQ0661  NAD 83(1986)-  42 38 10.07368(N)    105 50 26.79582(W) AD(       ) 2
 NQ0661  NAD 27      -  42 38 10.19500(N)    105 50 24.78300(W) AD(       ) 2
 NQ0661  NGVD 29 (07/19/86) 2301.7    (m)         7551.     (f) VERT ANG       
 NQ0661
 NQ0661.Superseded values are not recommended for survey control.
 NQ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0661.See file dsdata.txt to determine how the superseded data were derived.
 NQ0661
 NQ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3106620752(NAD 83)
 NQ0661_MARKER: DD = SURVEY DISK
 NQ0661_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0661
 NQ0661  HISTORY     - Date     Condition        Report By
 NQ0661  HISTORY     - 1948     MONUMENTED       USGS
 NQ0661
 NQ0661                          STATION DESCRIPTION
 NQ0661
 NQ0661'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0661'STATION LOCATED IN T. 31 N., R 75 W., ON SUMMIT OF A ROCKY-TOPPED
 NQ0661'MOUNTAIN, LOCALLY KNOWN AS LACY MOUNTAIN, ABOUT 25 MILES
 NQ0661'AIRLINE SOUTHWEST OF DOUGLAS, 15.5 MILES AIRLINE SOUTH OF GLENROCK.
 NQ0661'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A
 NQ0661'DRILL HOLE IN OUTCROPPING BEDROCK, SET FLUSH, AND STAMPED, LACY
 NQ0661'1947.
 NQ0661'
 NQ0661'REFERENCE MARK NO. 1 IS A U.S.G.S. REFERENCE MARK SET IN A
 NQ0661'DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 5 FEET LOWER THAN
 NQ0661'STATION, PROJECTS 6 INCHES, AND STAMPED, LACY NO 1 1947.
 NQ0661'
 NQ0661'REFERENCE MARK NO. 2 IS A U.S.G.S. REFERENCE MARK SET IN A
 NQ0661'DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 5 FEET LOWER THAN
 NQ0661'STATION, PROJECTS 12 INCHES, AND STAMPED, LACY NO 2 1947.
 NQ0661'
 NQ0661'REFERENCE MARK NO. 3 IS APPROXIMATELY 12 INCHES LOWER THAN
 NQ0661'STATION, PROJECTS 12 INCHES, AND STAMPED, LACY NO 3 1948.
 NQ0661'
 NQ0661'REFERENCE MARK NO. 4 IS A U.S. FOREST SERVICE BRONZE DISK SET
 NQ0661'IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 6 INCHES HIGHER
 NQ0661'THAN STATION, SET FLUSH, AND STAMPED, 36 1936.
 NQ0661'
 NQ0661'AZIMUTH MARK IS A U.S.G.S. BENCH MARK SET IN A DRILL HOLE IN A
 NQ0661'BOULDER, 17 PACES WEST OF CENTER LINE OF ROAD, 15 PACES SOUTHWEST
 NQ0661'OF GATE, 9 PACES WEST OF FENCE, 6 PACES SOUTH OF TRACK ROAD, 4
 NQ0661'PACES SOUTHWEST OF WHITE WITNESS POST, PROJECTS 6 INCHES, AND
 NQ0661'STAMPED, CB 40 1947.
 NQ0661'
 NQ0661'REACHED FROM THE CAUTION LIGHT ON MAIN STREET IN GLENROCK, BY
 NQ0661'GOING EAST ON U.S. HIGHWAY 20 AND 87 FOR 3.7 MILES TO AN OILED
 NQ0661'ROAD ON RIGHT.  TURN RIGHT ON OILED ROAD AND GO 5.7 MILES TO
 NQ0661'FORKS AT A CATTLE GUARD CROSSING.  KEEP RIGHT FORK AND GO 4.2
 NQ0661'MILES TO A LARGE WOODEN BRIDGE.  CONTINUE ON GRADED ROAD FOR 11.1
 NQ0661'MILES TO FORKS, THREE LARGE MAIL BOXES, AND SIGN, U.S.F.S.
 NQ0661'BOXELDER P.O. 1/4 MI. 21 DEER CREEK.  (AZIMUTH MARK IS AT THIS
 NQ0661'POINT AS DESCRIBED ABOVE).  TAKE LEFT FORK AND GO 0.35 MILE TO
 NQ0661'FORK.  KEEP LEFT FORK AND GO 0.15 MILE TO FORK.  KEEP RIGHT
 NQ0661'FORK, DOWN LANE, AND GO 0.55 MILE TO JUNCTION WITH ANOTHER
 NQ0661'ROAD.  CONTINUE STRAIGHT AHEAD, DOWN HILL, THEN UP DRAW FOR 1.5
 NQ0661'MILE TO FORK.  TAKE LEFT FORK, TRACK ROAD, AND GO 0.25 MILE
 NQ0661'TO FORK.  TAKE LEFT FORK AND GO 0.45 MILE TO FORK.  KEEP RIGHT
 NQ0661'FORK AND GO 0.25 MILE TO BOTTOM OF DRAW.  TURN RIGHT,
 NQ0661'LEAVING ROAD, AND PICK WAY UP DRAW FOR 0.4 MILE TO END OF
 NQ0661'TRUCK TRAVEL.  PACK TO SOUTHWEST UP GRADUAL SLOPE TO
 NQ0661'HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A
 NQ0661'TWENTY-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0527 ***********************************************************************
 PV0527  DESIGNATION -  LAD
 PV0527  PID         -  PV0527
 PV0527  STATE/COUNTY-  WY/CROOK
 PV0527  USGS QUAD   -  GARLAND HILL (1984)
 PV0527
 PV0527                         *CURRENT SURVEY CONTROL
 PV0527  ___________________________________________________________________
 PV0527* NAD 83(1993)-  44 39 38.12447(N)    104 58 44.22483(W)     ADJUSTED  
 PV0527* NAVD 88     -      1346.1    (meters)    4416.     (feet)  VERTCON   
 PV0527  ___________________________________________________________________
 PV0527  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 PV0527  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 PV0527
 PV0527  HORZ ORDER  -  SECOND
 PV0527
 PV0527.The horizontal coordinates were established by classical geodetic methods
 PV0527.and adjusted by the National Geodetic Survey in January 1997..
 PV0527
 PV0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0527
 PV0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0527
 PV0527.The geoid height was determined by GEOID03.
 PV0527
 PV0527;                    North         East     Units Scale Factor Converg.
 PV0527;SPC WY E     -   462,165.786   214,886.950   MT  0.99994022   +0 07 55.0
 PV0527;UTM  13      - 4,945,247.606   501,668.721   MT  0.99960003   +0 00 53.3
 PV0527
 PV0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0527!SPC WY E     -   0.99979124  x   0.99994022  =   0.99973147
 PV0527!UTM  13      -   0.99979124  x   0.99960003  =   0.99939135
 PV0527
 PV0527|---------------------------------------------------------------------|
 PV0527| PID    Reference Object                     Distance      Geod. Az  |
 PV0527|                                                           dddmmss.s |
 PV0527| PV0528 LAD WM IRON PIPE                      2.208 METERS 12825     |
 PV0527| CP9802 LAD RM 1                             15.620 METERS 15603     |
 PV0527| CP9801 LAD AZ MK                                          2124230.5 |
 PV0527| CP9803 LAD RM 2                              7.328 METERS 35853     |
 PV0527|---------------------------------------------------------------------|
 PV0527
 PV0527                          SUPERSEDED SURVEY CONTROL
 PV0527
 PV0527  NAD 83(1986)-  44 39 38.10901(N)    104 58 44.20321(W) AD(       ) 2
 PV0527  NAD 27      -  44 39 38.16900(N)    104 58 42.28700(W) AD(       ) 2
 PV0527  NGVD 29 (07/19/86) 1345.4    (m)         4414.     (f) VERT ANG       
 PV0527
 PV0527.Superseded values are not recommended for survey control.
 PV0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0527.See file dsdata.txt to determine how the superseded data were derived.
 PV0527
 PV0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK0166945248(NAD 83)
 PV0527_MARKER: DS = TRIANGULATION STATION DISK
 PV0527_SETTING: 80 = SET IN A BOULDER
 PV0527_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PV0527
 PV0527  HISTORY     - Date     Condition        Report By
 PV0527  HISTORY     - 1949     MONUMENTED       CGS
 PV0527
 PV0527                          STATION DESCRIPTION
 PV0527
 PV0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0527'STATION IS LOCATED ON LAND OWNED BY ROBERT E. BRISLAWN, ABOUT
 PV0527'5 MILES NORTH-NORTHWEST OF THE OSHOTO POST OFFICE, ABOUT 4 MILES
 PV0527'WEST OF THE LITTLE MISSOURI RIVER, ABOUT 1.2 MILES NORTHEAST OF
 PV0527'THE BRISLAWN-CAYUSE RANCH HOUSE, ABOUT 180 FEET NORTHWEST OF
 PV0527'A FENCE CORNER, AND 9 FEET NORTH OF A WITNESS POST.
 PV0527'
 PV0527'TO REACH FROM THE MAIN INTERSECTION IN MOORCROFT, GO WEST ON
 PV0527'U.S. HIGHWAY 14 AND 16 FOR 2.2 MILES TO THE TEXAS TRAIL MONUMENT
 PV0527'AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO 18.3 MILES TO A FORK.
 PV0527'BEAR LEFT AND GO 5.7 MILES TO A WOODEN BRIDGE.  CONTINUE ON
 PV0527'MAIN ROAD FOR 3.2 MILES TO SIGN (BRISLAWN CAYUSE RANCH) AND A
 PV0527'WIRE GATE ON RIGHT.  TURN RIGHT THROUGH GATE AND FOLLOW TRACK
 PV0527'ROAD FOR 1.25 MILES TO A FORK.  BEAR LEFT AND GO 0.2 MILE TO
 PV0527'THE AZIMUTH MARK ON RIGHT.  CONTINUE FOR 0.15 MILE TO A FORK.
 PV0527'BEAR LEFT AND FOLLOW DIM TRACK ROAD NORTH FOR 0.2 MILE TO
 PV0527'TOP OF HILL AND STATION.
 PV0527'
 PV0527'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A BOWLDER
 PV0527'PROJECTING 3 INCHES.  THE DISK IS STAMPED LAD 1949.
 PV0527'
 PV0527'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0527'BOWLDER PROJECTING 8 INCHES.  THE DISK IS STAMPED LAD NO 1 1949.
 PV0527'
 PV0527'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A BOWLDER
 PV0527'THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED LAD NO 2 1949.
 PV0527'
 PV0527'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0527'CONCRETE POST PROJECTING 4 INCHES.  IT IS 38 FEET EAST OF A
 PV0527'TRACK ROAD, 3.5 FEET NORTH OF A WITNESS POST, AND IS STAMPED
 PV0527'LAD 1949.
 PV0527'
 PV0527'IRON PIPE IS A 3/4-INCH GALVANIZED PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0528 ***********************************************************************
 PV0528  DESIGNATION -  LAD WM IRON PIPE
 PV0528  PID         -  PV0528
 PV0528  STATE/COUNTY-  WY/CROOK
 PV0528  USGS QUAD   -  GARLAND HILL (1984)
 PV0528
 PV0528                         *CURRENT SURVEY CONTROL
 PV0528  ___________________________________________________________________
 PV0528* NAD 83(1993)-  44 39 38.08003(N)    104 58 44.14630(W)     ADJUSTED  
 PV0528* NAVD 88     -      1346.     (meters)    4416.     (feet)  SCALED    
 PV0528  ___________________________________________________________________
 PV0528  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 PV0528  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 PV0528
 PV0528  HORZ ORDER  -  SECOND
 PV0528
 PV0528.The horizontal coordinates were established by classical geodetic methods
 PV0528.and adjusted by the National Geodetic Survey in January 1997..
 PV0528
 PV0528.The orthometric height was scaled from a topographic map.
 PV0528
 PV0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0528
 PV0528.The geoid height was determined by GEOID03.
 PV0528
 PV0528;                    North         East     Units Scale Factor Converg.
 PV0528;SPC WY E     -   462,164.418   214,888.683   MT  0.99994022   +0 07 55.1
 PV0528;UTM  13      - 4,945,246.236   501,670.451   MT  0.99960003   +0 00 53.3
 PV0528
 PV0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0528!SPC WY E     -   0.99979130  x   0.99994022  =   0.99973153
 PV0528!UTM  13      -   0.99979130  x   0.99960003  =   0.99939141
 PV0528
 PV0528                          SUPERSEDED SURVEY CONTROL
 PV0528
 PV0528  NAD 83(1986)-  44 39 38.06457(N)    104 58 44.12467(W) AD(       ) 2
 PV0528  NAD 27      -  44 39 38.12500(N)    104 58 42.20800(W) AD(       ) 2
 PV0528
 PV0528.Superseded values are not recommended for survey control.
 PV0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0528.See file dsdata.txt to determine how the superseded data were derived.
 PV0528
 PV0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK0167045246(NAD 83)
 PV0528_MARKER: I = METAL ROD
 PV0528_SETTING: 0 = UNSPECIFIED SETTING
 PV0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0528
 PV0528  HISTORY     - Date     Condition        Report By
 PV0528  HISTORY     - 1949     MONUMENTED       CGS
 PV0528
 PV0528                          STATION DESCRIPTION
 PV0528
 PV0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PV0528'TO REACH FROM THE MAIN INTERSECTION IN MOORCROFT, GO WEST ON
 PV0528'U.S. HIGHWAY 14 AND 16 FOR 2.2 MILES TO THE TEXAS TRAIL MONUMENT
 PV0528'AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO 18.3 MILES TO A FORK.
 PV0528'BEAR LEFT AND GO 5.7 MILES TO A WOODEN BRIDGE.  CONTINUE ON
 PV0528'MAIN ROAD FOR 3.2 MILES TO SIGN (BRISLAWN CAYUSE RANCH) AND A
 PV0528'WIRE GATE ON RIGHT.  TURN RIGHT THROUGH GATE AND FOLLOW TRACK
 PV0528'ROAD FOR 1.25 MILES TO A FORK.  BEAR LEFT AND GO 0.2 MILE TO
 PV0528'THE AZIMUTH MARK ON RIGHT.  CONTINUE FOR 0.15 MILE TO A FORK.
 PV0528'BEAR LEFT AND FOLLOW DIM TRACK ROAD NORTH FOR 0.2 MILE TO
 PV0528'TOP OF HILL AND STATION LAD.
 PV0528'
 PV0528'IRON PIPE IS A 3/4-INCH GALVANIZED PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0790 ***********************************************************************
 OX0790  DESIGNATION -  LAFAYETTE STATION
 OX0790  PID         -  OX0790
 OX0790  STATE/COUNTY-  WY/TETON
 OX0790  USGS QUAD   -  CAMP DAVIS (1996)
 OX0790
 OX0790                         *CURRENT SURVEY CONTROL
 OX0790  ___________________________________________________________________
 OX0790* NAD 83(1993)-  43 16 59.23741(N)    110 39 31.70421(W)     ADJUSTED  
 OX0790* NAVD 88     -      1865.0    (meters)    6119.     (feet)  VERTCON   
 OX0790  ___________________________________________________________________
 OX0790  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 OX0790  GEOID HEIGHT-         -10.14  (meters)                     GEOID03
 OX0790
 OX0790  HORZ ORDER  -  SECOND
 OX0790
 OX0790.The horizontal coordinates were established by classical geodetic methods
 OX0790.and adjusted by the National Geodetic Survey in January 1997..
 OX0790
 OX0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0790
 OX0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0790
 OX0790.The geoid height was determined by GEOID03.
 OX0790
 OX0790;                    North         East     Units Scale Factor Converg.
 OX0790;SPC WY W     -   409,266.150   753,294.238   MT  0.99996432   -0 23 40.4
 OX0790;UTM  12      - 4,792,312.248   527,682.084   MT  0.99960943   +0 14 02.1
 OX0790
 OX0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0790!SPC WY W     -   0.99970921  x   0.99996432  =   0.99967354
 OX0790!UTM  12      -   0.99970921  x   0.99960943  =   0.99931875
 OX0790
 OX0790:                Primary Azimuth Mark                     Grid Az
 OX0790:SPC WY W     -  W 45 RESET                               012 08 05.8
 OX0790:UTM  12      -  W 45 RESET                               011 30 23.3
 OX0790
 OX0790|---------------------------------------------------------------------|
 OX0790| PID    Reference Object                     Distance      Geod. Az  |
 OX0790|                                                           dddmmss.s |
 OX0790| OX0068 W 45 RESET                          APPROX. 1.1 KM 0114425.4 |
 OX0790|---------------------------------------------------------------------|
 OX0790
 OX0790                          SUPERSEDED SURVEY CONTROL
 OX0790
 OX0790  NAD 83(1993)-  43 16 59.23359(N)    110 39 31.69949(W) AD(       ) 2
 OX0790  NAD 83(1986)-  43 16 59.22664(N)    110 39 31.69254(W) AD(       ) 2
 OX0790  NAD 27      -  43 16 59.48200(N)    110 39 28.99400(W) AD(       ) 2
 OX0790  NGVD 29 (07/19/86) 1863.7    (m)         6114.     (f) VERT ANG       
 OX0790
 OX0790.Superseded values are not recommended for survey control.
 OX0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0790.See file dsdata.txt to determine how the superseded data were derived.
 OX0790
 OX0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2768292312(NAD 83)
 OX0790_MARKER: DD = SURVEY DISK
 OX0790_SETTING: 0 = UNSPECIFIED SETTING
 OX0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0790
 OX0790  HISTORY     - Date     Condition        Report By
 OX0790  HISTORY     - 1946     MONUMENTED       LOCENG
 OX0790  HISTORY     - 1974     GOOD             NGS
 OX0790
 OX0790                          STATION DESCRIPTION
 OX0790
 OX0790'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1946 (CL)
 OX0790'THE STATION IS LOCATED AT CAMP DAVIS, THE SUMMER ENGINEERING
 OX0790'CAMP OPERATED BY THE UNIVERSITY OF MICHIGAN, 19-1/2 MILES BY
 OX0790'ROAD SOUTH AND EAST OF JACKSON.  THE STATION WAS ORIGINALLY
 OX0790'SET BY LAFAYETTE UNIVERSITY, EASTON, PA.  IT IS A LAFAYETTE
 OX0790'UNIVERSITY, EASTON, PA. DEPARTMENT OF ENGINEERING BRONZE
 OX0790'DISK SET IN A MASS OF CONCRETE PROJECTING ABOUT 2 INCHES
 OX0790'AND IS STAMPED LAFAYETTE STATION 1932, UNIV. MICHIGAN S.S.
 OX0790'SCHL., SET BY C.H. FRENCH, E.T. SALES.  IT IS 8-1/2 FEET
 OX0790'NORTHEAST OF THE CAMPUS FLAG POLE AND 23-1/2 NORTH OF THE
 OX0790'CENTER OF THE MAIN ROAD THROUGH THE CAMP GROUNDS.  THIS
 OX0790'STATION IS THE POINT OF ORIGIN FOR THE LOCAL COORDINATE
 OX0790'SYSTEM USED BY THE UNIVERSITIES AND WILL BE PRESERVED
 OX0790'BY THEM SO NO REFERENCE MARKS WERE SET.
 OX0790'
 OX0790'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION
 OX0790'BM W45.
 OX0790'
 OX0790'TO REACH THE STATION FROM THE SQUARE IN JACKSON GO SOUTHERLY
 OX0790'ON U.S. HIGHWAY NO. 187 FOR 18.35 MILES TO A GRAVEL ROAD
 OX0790'RIGHT AND THE ENTRANCE TO CAMP DAVIS.  TURN RIGHT ON THE
 OX0790'GRAVEL ROAD AND GO 0.65 MILE TO A FORK, TAKE THE RIGHT FORK
 OX0790'AND CONTINUE 0.5 MILE TO THE FLAG POLE IN THE CENTER OF THE
 OX0790'CAMP AND THE STATION AS DESCRIBED.
 OX0790
 OX0790                          STATION RECOVERY (1974)
 OX0790
 OX0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OX0790'THE STATION MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED
 OX0790'IN 1946.  THE STATION DOES NOT HAVE REFERENCE MARKS.  THE LINE
 OX0790'TO B.M. W 45 1946 WAS OBSTRUCTED BY A TREE.  THE STATION
 OX0790'WAS RECOVERED TO AID IN ESTABLISHING STATION B.M. W 45 RESET 1974.
 OX0790'
 OX0790'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 18
 OX0790'MILES SSE OF JACKSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0263 ***********************************************************************
 PX0263  CBN         -  This is a Cooperative Base Network Control Station.
 PX0263  DESIGNATION -  LAKE
 PX0263  PID         -  PX0263
 PX0263  STATE/COUNTY-  WY/BIG HORN
 PX0263  USGS QUAD   -  LOVELL LAKES (1978)
 PX0263
 PX0263                         *CURRENT SURVEY CONTROL
 PX0263  ___________________________________________________________________
 PX0263* NAD 83(1993)-  44 48 01.54811(N)    108 20 42.94377(W)     ADJUSTED  
 PX0263* NAVD 88     -      1214.436  (meters)    3984.36   (feet)  ADJUSTED  
 PX0263  ___________________________________________________________________
 PX0263  X           -  -1,427,072.949 (meters)                     COMP
 PX0263  Y           -  -4,303,662.629 (meters)                     COMP
 PX0263  Z           -   4,472,485.499 (meters)                     COMP
 PX0263  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 PX0263  ELLIP HEIGHT-        1201.62  (meters)          (05/11/01) GPS OBS
 PX0263  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 PX0263  DYNAMIC HT  -        1213.970 (meters)    3982.83  (feet)  COMP
 PX0263  MODELED GRAV-     980,192.4   (mgal)                       NAVD 88
 PX0263
 PX0263  HORZ ORDER  -  B
 PX0263  VERT ORDER  -  FIRST     CLASS II
 PX0263  ELLP ORDER  -  FOURTH    CLASS I
 PX0263
 PX0263.The horizontal coordinates were established by GPS observations
 PX0263.and adjusted by the National Geodetic Survey in October 1994..
 PX0263
 PX0263.The orthometric height was determined by differential leveling
 PX0263.and adjusted by the National Geodetic Survey in June 1991..
 PX0263
 PX0263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PX0263
 PX0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0263
 PX0263.The ellipsoidal height was determined by GPS observations
 PX0263.and is referenced to NAD 83.
 PX0263
 PX0263.The geoid height was determined by GEOID03.
 PX0263
 PX0263.The dynamic height is computed by dividing the NAVD 88
 PX0263.geopotential number by the normal gravity value computed on the
 PX0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0263.degrees latitude (g = 980.6199 gals.).
 PX0263
 PX0263.The modeled gravity was interpolated from observed gravity values.
 PX0263
 PX0263;                    North         East     Units Scale Factor Converg.
 PX0263;SPC WYEC     -   578,185.785   319,941.092   MT  1.00001629   -0 42 47.1
 PX0263;UTM  12      - 4,964,209.789   709,959.644   MT  1.00014211   +1 52 16.7
 PX0263
 PX0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0263!SPC WYEC     -   0.99981163  x   1.00001629  =   0.99982792
 PX0263!UTM  12      -   0.99981163  x   1.00014211  =   0.99995372
 PX0263
 PX0263|---------------------------------------------------------------------|
 PX0263| PID    Reference Object                     Distance      Geod. Az  |
 PX0263|                                                           dddmmss.s |
 PX0263| CQ6028 LAKE RM 1                            12.957 METERS 13324     |
 PX0263| CQ6029 LAKE RM 2                            13.053 METERS 22308     |
 PX0263| PX0262 LAKE AZ MK                                         3011843.0 |
 PX0263| PX0334 LOVELL GREAT WESTERN SUGAR STK      APPROX. 6.3 KM 3105557.8 |
 PX0263| PX0333 LOVELL GREAT WESTERN SUGAR TK       APPROX. 6.3 KM 3114351.6 |
 PX0263| PX0330 LOVELL MUNICIPAL TANK               APPROX. 5.5 KM 3171944.4 |
 PX0263| PX0020 E 25                                 83.560 METERS 32340     |
 PX0263|---------------------------------------------------------------------|
 PX0263
 PX0263                          SUPERSEDED SURVEY CONTROL
 PX0263
 PX0263  ELLIP H (10/19/94) 1201.60   (m)                       GP(       ) 4 1
 PX0263  NAD 83(1986)-  44 48 01.53758(N)    108 20 42.92720(W) AD(       ) 1
 PX0263  NAD 27      -  44 48 01.70520(N)    108 20 40.51830(W) AD(       ) 1
 PX0263  NAVD 88 (07/05/96) 1214.44   (m)         3984.4    (f) LEVELING    3  
 PX0263  NAVD 88 (10/19/94) 1214.44   (m)         3984.4    (f) LEVELING    3  
 PX0263  NGVD 29 (06/08/92) 1213.590  (m)         3981.59   (f) ADJUSTED    1 2
 PX0263
 PX0263.Superseded values are not recommended for survey control.
 PX0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0263.See file dsdata.txt to determine how the superseded data were derived.
 PX0263
 PX0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0996064210(NAD 83)
 PX0263_MARKER: DS = TRIANGULATION STATION DISK
 PX0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0263_SP_SET: CONCRETE POST
 PX0263_STAMPING: LAKE 1957
 PX0263_MARK LOGO: CGS   
 PX0263_PROJECTION: PROJECTING 10 CENTIMETERS
 PX0263_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0263+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1995
 PX0263
 PX0263  HISTORY     - Date     Condition        Report By
 PX0263  HISTORY     - 1957     MONUMENTED       CGS
 PX0263  HISTORY     - 1972     GOOD             NGS
 PX0263  HISTORY     - 1982     GOOD             NGS
 PX0263  HISTORY     - 19820717 GOOD             NGS
 PX0263  HISTORY     - 1986     GOOD
 PX0263  HISTORY     - 19931025 GOOD             NGS
 PX0263  HISTORY     - 19951228 GOOD             MTDOT
 PX0263
 PX0263                          STATION DESCRIPTION
 PX0263
 PX0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0263'STATION IS ABOUT 3 MILES SOUTH AND 3 MILES EAST OF LOVELL AND
 PX0263'ON A LOW RIDGE ABOUT 0.05 MILE SOUTHWEST OF U.S. HIGHWAY 310.
 PX0263'
 PX0263'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 310 AND STATE
 PX0263'HIGHWAY 14 IN THE EAST EDGE OF LOVELL, GO SOUTHERLY ON U.S.
 PX0263'HIGHWAY 310 FOR 2.8 MILES TO AZIMITH MARK ON RIGHT.  CONTINUE
 PX0263'ON HIGHWAY FOR 0.15 MILE TO CENTER OF LAKE ON EITHER SIDE OF
 PX0263'HIGHWAY.  CONTINUE SOUTHERLY ON HIGHWAY FOR 0.85 MILE TO A SIGN
 PX0263'ON LEFT HASKELL FURNITURE COMPANY AND SIDE ROAD RIGHT.  TURN
 PX0263'RIGHT, WEST, AND GO FOR 0.05 MILE, THENCE RIGHT FOR A FEW
 PX0263'YARDS TO HIGHEST POINT OF RIDGE AND STATION.
 PX0263'
 PX0263'STATION MARKS ARE STANDARD DISKS, STAMPED LAKE 1957.  THE
 PX0263'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 PX0263'INCHES BELOW GROUND SURFACE.  THE SURFACE MARK IS SET IN THE
 PX0263'TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH PROJECTS ABOUT 4
 PX0263'INCHES.  IT IS 209 FEET SOUTHWEST OF THE CENTER OF THE
 PX0263'INTERSECTION OF THE HIGHWAY AND GRAVEL ROAD, 83 FEET NORTHWEST
 PX0263'OF THE GRAVEL ROAD CENTER AND 225 FEET SOUTH OF HIGHWAY 310.
 PX0263'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET NORTHWEST OF
 PX0263'THE MARK.
 PX0263'
 PX0263'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAKE NO 1 1957.  IT
 PX0263'IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 PX0263'PROJECTS 5 INCHES AND IS 43 FEET NORTHWEST OF THE GRAVEL ROAD
 PX0263'CENTER.
 PX0263'
 PX0263'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAKE NO 2 1957.
 PX0263'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 PX0263'PROJECTS 5 INCHES AND IS 97 FEET NORTHWEST OF THE GRAVEL ROAD
 PX0263'CENTER.
 PX0263'
 PX0263'AZIMUTH MARK IS A STANDARD DISK, STAMPED LAKE 1957.  IT IS
 PX0263'SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 PX0263'PROJECTS 4 INCHES.  IT IS 49 FEET SOUTHWEST OF HIGHWAY 310,
 PX0263'20 FEET EAST OF A NORTH-SOUTH FENCELINE, 18 FEET WEST OF A DIRT
 PX0263'ROAD CENTER AND 2 FEET SOUTH OF A POWERLINE POLE.  A 4 IN X 4 IN
 PX0263'WHITE WITNESS POST WAS SET 1 FOOT NORTHEAST OF THE MARK.
 PX0263'
 PX0263'BENCH MARK IS A COAST AND GEODETIC SURVEY BRONZE BENCH MARK
 PX0263'DISK, STAMPED E 25 1933 ELEV. 3945.278.  IT IS SET IN THE TOP OF
 PX0263'A 12 INCH SQUARE, CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 PX0263'IS 147 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 43 FEET
 PX0263'SOUTHWEST OF HIGHWAY 310.
 PX0263
 PX0263                          STATION RECOVERY (1972)
 PX0263
 PX0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 PX0263'THE STATION MARK, REFERENCE MARKS 1 AND 2, THE AZIMUTH MARK AND
 PX0263'THE BENCH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PX0263'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND THE
 PX0263'AZIMUTH MARK COMPARED FAVORABLY WITH THE 1957 OBSERVATIONS.
 PX0263'THE DISTANCE TO THE BENCH MARK WAS FOUND TO BE SHORTER BY 0.382
 PX0263'METER.  BECAUSE OF CHANGES IN THE ROADS IN THE AREA A COMPLETE
 PX0263'NEW DESCRIPTION FOLLOWS--
 PX0263'
 PX0263'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF LOVELL, 1.5
 PX0263'MILES EAST OF U.S. HIGHWAY 310, 0.4 MILE EAST OF LOVELL LAKES
 PX0263'AND ON THE NORTH END OF A LOW RIDGE OVERLOOKING THE LAKES.
 PX0263'THE PROPERTY IS OWNED BY THE U.S. GOVERNMENT AND CONTROLLED BY
 PX0263'THE BUREAU OF LAND MANAGEMENT, WORLAND DISTRICT.
 PX0263'
 PX0263'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 PX0263'(U.S. HIGHWAY 310) AND NEVADA AVENUE IN LOVELL GO EAST AND
 PX0263'SOUTH ON U.S. HIGHWAY 310 FOR 2.4 MILES TO A SURFACED CROSSROAD.
 PX0263'TURN LEFT AND GO EAST ON THE SURFACED ROAD FOR 0.6 MILE TO THE
 PX0263'AZIMITH MARK ON THE RIGHT.  CONTINUE EASTERLY ON THE
 PX0263'SURFACED ROAD FOR 1.0 MILES TO THE BENCH MARK ON THE RIGHT AND A
 PX0263'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE BLADED ROAD
 PX0263'FOR ABOUT 200 FEET TO THE TOP OF THE RIDGE AND THE STATION ON
 PX0263'THE RIGHT.
 PX0263'
 PX0263'THE STATION MARK IS A STANDARD DISK STAMPED LAKE 1957, SET
 PX0263'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 PX0263'4 INCHES ABOVE THE GROUND SURFACE, IT IS 87 FEET WEST OF THE
 PX0263'CENTER OF THE BLADED ROAD.
 PX0263'
 PX0263'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LAKE NO 1 1957,
 PX0263'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 PX0263'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET
 PX0263'WEST OF THE CENTER OF THE BLADED ROAD AND ABOUT 1 FOOT LOWER
 PX0263'THAN THE STATION.
 PX0263'
 PX0263'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAKE NO 2 1957,
 PX0263'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 PX0263'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 1
 PX0263'FOOT LOWER THAN THE STATION.
 PX0263'
 PX0263'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAKE 1957, SET
 PX0263'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 PX0263'1 INCH ABOVE THE GROUND SURFACE.  IT IS 51 FEET SOUTHWEST OF
 PX0263'THE CENTER OF THE SURFACED ROAD, 2.4 FEET SOUTH OF A POWER POLE
 PX0263'AND 1.6 FEET SOUTHWEST OF A 4 X 4-INCH WOODEN WITNESS POST.
 PX0263'
 PX0263'THE MARK IS A STANDARD BENCH MARK DISK STAMPED 3945.278 E
 PX0263'25 1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 PX0263'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 PX0263'SOUTH OF THE CENTER OF THE SURFACED ROAD.
 PX0263'
 PX0263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 PX0263'SOUTHEAST OF LOVELL.
 PX0263
 PX0263                          STATION RECOVERY (1982)
 PX0263
 PX0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0263'6.5 KM (4.0 MI) SE FROM LOVELL.
 PX0263'3.8 KM (2.35 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0263'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 2.6 KM (1.6 MI)
 PX0263'SOUTHEASTERLY ALONG A PAVED ROAD, 83.8 METERS (274.9 FT) EAST OF BENCH
 PX0263'MARK E 25, 68.6 METERS (225.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD
 PX0263'AND 25.3 METERS (83.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD.
 PX0263'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 PX0263'THE MARK IS 1.6 M ABOVE THE ROAD.
 PX0263
 PX0263                          STATION RECOVERY (1982)
 PX0263
 PX0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0263'THE STATION MARK, REFERENCE MARKS 1 AND 2, THE AZIMUTH MARK AND BENCH
 PX0263'MARK E 25 WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE
 PX0263'1972 RECOVERY.  DISTANCES AND ANGLES CHECKED WITHIN LIMITS EXCEPT THE
 PX0263'DISTANCE TO BM E 25.  A WITNESS POST WAS SET IN THE CONCRETE HOLE FOR
 PX0263'THE 1957 WITNESS POST SO THE DISTANCE AND DIRECTION ARE THE SAME AS IN
 PX0263'1957.  A WITNESS POST WAS SET 1.1 M (3.6 FT) EAST OF BENCH MARK E 25.
 PX0263'THE AZIMUTH MARK WAS POSITIONED, BUT NO HORIZONTAL ANGLES WERE TURNED
 PX0263'AS NO INITIAL STATION COULD BE SEEN.
 PX0263
 PX0263                          STATION RECOVERY (1986)
 PX0263
 PX0263'RECOVERED 1986
 PX0263'RECOVERED IN GOOD CONDITION.
 PX0263
 PX0263                          STATION RECOVERY (1993)
 PX0263
 PX0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 PX0263'STATION MARK, REFERENCE MARKS 1 AND 2, BENCH MARK E 25, AND THE
 PX0263'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. STATION IS LOCATED
 PX0263'ABOUT 5 KM (3.10 MI) SOUTHEAST OF LOVELL, ON THE SOUTH SIDE OF LAKE
 PX0263'LOVELL, ON A VERY LOW BARE HILL, IN THE SOUTHWEST 1/4 OF SECTION 30, T
 PX0263'56 N, R 95 W.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO REACH FROM
 PX0263'THE JUNCTION OF US HIGHWAYS 14, 14 ALTERNATE, 20 AND STATE HIGHWAY 789
 PX0263'ON THE EAST SIDE OF LOVELL, GO SOUTH ON HIGHWAYS 14, 20 AND 789 FOR
 PX0263'3.08 KM (1.90 MI) TO A PAVED CROSSROAD.  TURN LEFT, EAST, ON LANE 13
 PX0263'FOR 0.94 KM (0.60 MI) TO A GRAVEL ROAD LEFT AND THE AZIMUTH MARK ON
 PX0263'THE RIGHT.  CONTINUE AHEAD FOR 1.59 KM (1.00 MI) TO BENCH MARK E 25 ON
 PX0263'THE RIGHT JUST BEFORE REACHING A DIRT ROAD RIGHT.  CONTINUE AHEAD FOR
 PX0263'0.06 KM (0.05 MI) TO THE DIRT ROAD RIGHT. TURN RIGHT, SOUTH, ON ROAD
 PX0263'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT. STATION MARK IS SET
 PX0263'IN THE TOP OF A 25-CM SQUARE CONCRETE POST PROJECTING 15 CM ABOVE
 PX0263'GROUND.  IT IS 24.0 M (78.7 FT) WEST OF, AND 3 M (9.8 FT) HIGHER THAN
 PX0263'THE ROAD CENTER, 9.5 M (31.2 FT) WEST OF THE EAST EDGE OF THE HILL,
 PX0263'0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST, AND 1.0 M (3.3 FT)
 PX0263'SOUTHEAST OF A METAL WITNESS POST. DESCRIBED BY G.R.HEID
 PX0263
 PX0263                          STATION RECOVERY (1995)
 PX0263
 PX0263'RECOVERY NOTE BY MONTANA DEPARTMENT OF TRANSPORTATION 1995 (DRD)
 PX0263'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0588 ***********************************************************************
 MP0588  DESIGNATION -  LAKE
 MP0588  PID         -  MP0588
 MP0588  STATE/COUNTY-  WY/CARBON
 MP0588  USGS QUAD   -  OBERG RANCH (1992)
 MP0588
 MP0588                         *CURRENT SURVEY CONTROL
 MP0588  ___________________________________________________________________
 MP0588* NAD 83(1993)-  41 34 30.71525(N)    106 44 49.72444(W)     ADJUSTED  
 MP0588* NAVD 88     -      2157.9    (meters)    7080.     (feet)  VERTCON   
 MP0588  ___________________________________________________________________
 MP0588  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 MP0588  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 MP0588
 MP0588  HORZ ORDER  -  THIRD
 MP0588
 MP0588.The horizontal coordinates were established by classical geodetic methods
 MP0588.and adjusted by the National Geodetic Survey in January 1997..
 MP0588
 MP0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0588
 MP0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0588
 MP0588.The geoid height was determined by GEOID03.
 MP0588
 MP0588;                    North         East     Units Scale Factor Converg.
 MP0588;SPC WYEC     -   219,564.288   448,884.810   MT  0.99996690   +0 23 20.4
 MP0588;UTM  13      - 4,604,086.723   354,344.457   MT  0.99986108   -1 09 34.6
 MP0588
 MP0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0588!SPC WYEC     -   0.99966364  x   0.99996690  =   0.99963055
 MP0588!UTM  13      -   0.99966364  x   0.99986108  =   0.99952477
 MP0588
 MP0588:                Primary Azimuth Mark                     Grid Az
 MP0588:SPC WYEC     -  LAKE AZ MK                               161 58 47.6
 MP0588:UTM  13      -  LAKE AZ MK                               163 31 42.6
 MP0588
 MP0588|---------------------------------------------------------------------|
 MP0588| PID    Reference Object                     Distance      Geod. Az  |
 MP0588|                                                           dddmmss.s |
 MP0588| CP5651 LAKE AZ MK                                         1622208.0 |
 MP0588| CP5652 LAKE RM 1                            10.041 METERS 27550     |
 MP0588| CP5653 LAKE RM 2                             8.054 METERS 35541     |
 MP0588|---------------------------------------------------------------------|
 MP0588
 MP0588                          SUPERSEDED SURVEY CONTROL
 MP0588
 MP0588  NAD 83(1986)-  41 34 30.70698(N)    106 44 49.71805(W) AD(       ) 3
 MP0588  NAD 27      -  41 34 30.84200(N)    106 44 47.61200(W) AD(       ) 3
 MP0588  NGVD 29 (07/19/86) 2156.7    (m)         7076.     (f) VERT ANG       
 MP0588
 MP0588.Superseded values are not recommended for survey control.
 MP0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0588.See file dsdata.txt to determine how the superseded data were derived.
 MP0588
 MP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5434404087(NAD 83)
 MP0588_MARKER: DS = TRIANGULATION STATION DISK
 MP0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0588
 MP0588  HISTORY     - Date     Condition        Report By
 MP0588  HISTORY     - 1948     MONUMENTED       CGS
 MP0588  HISTORY     - 1974     GOOD             NGS
 MP0588
 MP0588                          STATION DESCRIPTION
 MP0588
 MP0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0588'THE STATION IS LOCATED ABOUT 9.0 MILES AIR LINE NORTH-NORTHEAST
 MP0588'OF SARATOGA, ABOUT 4.0 MILES AIR LINE EAST OF STATE HIGHWAY
 MP0588'130, ON THE HIGHEST PART AND NEAR THE CENTER OF A LARGE FLAT
 MP0588'MESA, COVERED WITH SAGEBRUSH AND LYING ABOUT MIDWAY BETWEEN
 MP0588'LAKE CREEK AND PASS CREEK.  THE STATION IS 27 PACES EAST OF
 MP0588'A NORTH-SOUTH FENCE.  25 PACES EAST OF AND APPROXIMATELY 1
 MP0588'FOOT ABOVE THE CENTER LINE OF TRACK ROAD, 4 FEET SOUTH OF A
 MP0588'4X4 INCH WITNESS POST, PROJECTS 4 INCHES, STAMPED, LAKE 1948.
 MP0588'
 MP0588'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MP0588'THE STATION, 13 PACES EAST OF THE CENTER LINE OF THE ROAD,
 MP0588'PROJECTS 6 INCHES, STAMPED, LAKE NO 1 1948.
 MP0588'
 MP0588'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 MP0588'THE STATION, 25 PACES EAST OF THE CENTER LINE OF ROAD, 24
 MP0588'FEET NORTH OF A 4X4 INCH WITNESS POST, PROJECTS 3 INCHES,
 MP0588'STAMPED, LAKE NO 2 1948.
 MP0588'
 MP0588'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, 0.1
 MP0588'MILE AFTER PASSING WIRE GATE, 25 PACES NORTH OF THE SOUTH
 MP0588'RIM OF MESA, 28 FEET EAST OF THE CENTER LINE OF TRACK ROAD
 MP0588'TO STATION, 2 FEET NORTHWEST OF A 4X4 WITNESS POST, PROJECTS
 MP0588'6 INCHES, STAMPED, LAKE 1948.
 MP0588'
 MP0588'TO REACH FROM THE POST OFFICE IN SARATOGA.  GO NORTH ON STATE
 MP0588'HIGHWAY 130 FOR 2.6 MILES TO A T ROAD RIGHT AT A SIGN U.S.
 MP0588'FISH AND WILD LIFE SERVICE, FISH HATCHERY.  TURN RIGHT (EAST)
 MP0588'FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK (LEAVING GRAVEL
 MP0588'ROAD) AND GO 3.6 MILES TO A SMALL BRIDGE AND FORK.  TAKE THE
 MP0588'LEFT FORK STRAIGHT AHEAD NORTHERLY FOR 1.3 MILE TO A FORK.
 MP0588'TAKE THE LEFT FORK (DOWN HILL CROSSING A WASH) FOR 0.5 MILE
 MP0588'TO A FORK.  TAKE THE RIGHT FORK STRAIGHT AHEAD FOR 1.1 MILE
 MP0588'TO A WIRE GATE.  PASS THROUGH AND CONTINUE 0.1 MILE TO THE
 MP0588'AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.  TO REACH
 MP0588'STATION, CONTINUE NORTH ALONG TRACK ROAD FOR 0.35 MILE TO THE
 MP0588'STATION ON THE RIGHT AS DESCRIBED ABOVE.  A DRIVE STATION.
 MP0588
 MP0588                          STATION RECOVERY (1974)
 MP0588
 MP0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (SF)
 MP0588'THE STATION MARK, RM 1 AND RM 2, AND THE AZIMUTH MARK WERE
 MP0588'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCES TO THE
 MP0588'RMS AND BETWEEN THE RMS COMPARED FAVORABLY WITH THE 1957
 MP0588'OBSERVATIONS.
 MP0588'
 MP0588'DIRECTIONS COULD NOT BE CHECKED BECAUSE THE THEODOLITE WAS BROKEN.
 MP0588'
 MP0588'THERE HAS BEEN NO ROAD CHANGES IN THE VICINITY, THEREFORE THE 1972
 MP0588'REPORT OF THE LOCATION IS ADEQUATE.
 MP0588'
 MP0588'THE BENCH MARK WAS NOT FOUND.
 MP0588'
 MP0588'THE STATION WAS USED AS THE ANTENNA SITE FOR GEOCEIVER STATION
 MP0588'51043.
 MP0588'
 MP0588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 MP0588'OF LOVELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0385 ***********************************************************************
 NR0385  DESIGNATION -  LAKE
 NR0385  PID         -  NR0385
 NR0385  STATE/COUNTY-  WY/CARBON
 NR0385  USGS QUAD   -  SEMINOE DAM NE (1982)
 NR0385
 NR0385                         *CURRENT SURVEY CONTROL
 NR0385  ___________________________________________________________________
 NR0385* NAD 83(1993)-  42 07 32.37039(N)    106 52 26.25731(W)     ADJUSTED  
 NR0385* NAVD 88     -      1975.7    (meters)    6482.     (feet)  VERTCON   
 NR0385  ___________________________________________________________________
 NR0385  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 NR0385  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NR0385
 NR0385  HORZ ORDER  -  THIRD
 NR0385
 NR0385.The horizontal coordinates were established by classical geodetic methods
 NR0385.and adjusted by the National Geodetic Survey in January 1997..
 NR0385
 NR0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0385
 NR0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0385
 NR0385.The geoid height was determined by GEOID03.
 NR0385
 NR0385;                    North         East     Units Scale Factor Converg.
 NR0385;SPC WYEC     -   280,636.425   437,982.098   MT  0.99995524   +0 18 29.3
 NR0385;UTM  13      - 4,665,427.472   345,105.952   MT  0.99989522   -1 15 26.0
 NR0385
 NR0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0385!SPC WYEC     -   0.99969232  x   0.99995524  =   0.99964758
 NR0385!UTM  13      -   0.99969232  x   0.99989522  =   0.99958758
 NR0385
 NR0385:                Primary Azimuth Mark                     Grid Az
 NR0385:SPC WYEC     -  KORTES                                   003 00 16.9
 NR0385:UTM  13      -  KORTES                                   004 34 12.2
 NR0385
 NR0385|---------------------------------------------------------------------|
 NR0385| PID    Reference Object                     Distance      Geod. Az  |
 NR0385|                                                           dddmmss.s |
 NR0385| NR0384 KORTES                              APPROX. 3.4 KM 0031846.2 |
 NR0385|---------------------------------------------------------------------|
 NR0385
 NR0385                          SUPERSEDED SURVEY CONTROL
 NR0385
 NR0385  NAD 83(1986)-  42 07 32.35867(N)    106 52 26.24781(W) AD(       ) 3
 NR0385  NAD 27      -  42 07 32.49991(N)    106 52 24.09595(W) AD(       ) 3
 NR0385  NGVD 29 (07/19/86) 1974.6    (m)         6478.     (f) VERT ANG       
 NR0385
 NR0385.Superseded values are not recommended for survey control.
 NR0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0385.See file dsdata.txt to determine how the superseded data were derived.
 NR0385
 NR0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4510665427(NAD 83)
 NR0385_MARKER: DD = SURVEY DISK
 NR0385_SETTING: 66 = SET IN ROCK OUTCROP
 NR0385_SP_SET: SET IN ROCK OUTCROP
 NR0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0385+STABILITY: POSITION/ELEVATION WELL
 NR0385
 NR0385  HISTORY     - Date     Condition        Report By
 NR0385  HISTORY     - 1951     MONUMENTED       USGS
 NR0385
 NR0385                          STATION DESCRIPTION
 NR0385
 NR0385'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0385'STATION LOCATED APPROX. 5.5 MI. W. AND 9.5 MI. S. OF LEO, WYOMING
 NR0385'POST OFFICE ON END OF PENINSULA EXTENDING INTO SEMINOE RESERVOIR.
 NR0385'
 NR0385'TO REACH FROM TOP OF THE SEMINOE RESERVOIR DAM PROCEED E. ON THE
 NR0385'BUREAU OF RECLAMATION RD. FOR 3.6 MI.  TURN RIGHT ON DIM TRAIL RD. FOR
 NR0385'1.5 MI. TO LAKE SHORE AND END OF RD. FOLLOW SHORELINE FOR 0.7 MI. TO
 NR0385'HIGHEST POINT OF A ROUND TOP HILL ON THE SW. END OF A PENINSULA IN
 NR0385'SEMINOE RESERVOIR.
 NR0385'
 NR0385'STATION MARK - STANDARD TABLET SET IN CONCRETE IN SOLID ROCK AND
 NR0385'STAMPED --- LFR-LAKE 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0469 ***********************************************************************
 NR0469  DESIGNATION -  LAKE
 NR0469  PID         -  NR0469
 NR0469  STATE/COUNTY-  WY/FREMONT
 NR0469  USGS QUAD   -  GAS HILLS (1984)
 NR0469
 NR0469                         *CURRENT SURVEY CONTROL
 NR0469  ___________________________________________________________________
 NR0469* NAD 83(1993)-  42 48 59.88402(N)    107 36 58.50969(W)     ADJUSTED  
 NR0469* NAVD 88     -      1991.3    (meters)    6533.     (feet)  VERTCON   
 NR0469  ___________________________________________________________________
 NR0469  LAPLACE CORR-           4.83  (seconds)                    DEFLEC99
 NR0469  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 NR0469
 NR0469  HORZ ORDER  -  THIRD
 NR0469
 NR0469.The horizontal coordinates were established by classical geodetic methods
 NR0469.and adjusted by the National Geodetic Survey in January 1997..
 NR0469
 NR0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0469
 NR0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0469
 NR0469.The geoid height was determined by GEOID03.
 NR0469
 NR0469;                    North         East     Units Scale Factor Converg.
 NR0469;SPC WYWC     -   257,908.297   692,715.957   MT  1.00004322   +0 46 14.2
 NR0469;UTM  13      - 4,743,772.810   286,114.756   MT  1.00016284   -1 46 43.8
 NR0469
 NR0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0469!SPC WYWC     -   0.99968980  x   1.00004322  =   0.99973300
 NR0469!UTM  13      -   0.99968980  x   1.00016284  =   0.99985259
 NR0469
 NR0469:                Primary Azimuth Mark                     Grid Az
 NR0469:SPC WYWC     -  YELLOW                                   026 51 30.0
 NR0469:UTM  13      -  YELLOW                                   029 24 28.0
 NR0469
 NR0469|---------------------------------------------------------------------|
 NR0469| PID    Reference Object                     Distance      Geod. Az  |
 NR0469|                                                           dddmmss.s |
 NR0469| NR0467 YELLOW                              APPROX. 4.3 KM 0273744.2 |
 NR0469|---------------------------------------------------------------------|
 NR0469
 NR0469                          SUPERSEDED SURVEY CONTROL
 NR0469
 NR0469  NAD 83(1986)-  42 48 59.87413(N)    107 36 58.51068(W) AD(       ) 3
 NR0469  NAD 27      -  42 49 00.03059(N)    107 36 56.25238(W) AD(       ) 3
 NR0469  NGVD 29 (07/19/86) 1990.3    (m)         6530.     (f) VERT ANG       
 NR0469
 NR0469.Superseded values are not recommended for survey control.
 NR0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0469.See file dsdata.txt to determine how the superseded data were derived.
 NR0469
 NR0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH8611543773(NAD 83)
 NR0469_MARKER: DD = SURVEY DISK
 NR0469_SETTING: 0 = UNSPECIFIED SETTING
 NR0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0469
 NR0469  HISTORY     - Date     Condition        Report By
 NR0469  HISTORY     - 1950     MONUMENTED       USGS
 NR0469
 NR0469                          STATION DESCRIPTION
 NR0469
 NR0469'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0469'STATION IS LOCATED ABOUT 23.6 MI. S. AND 4.7 MI. E. OF MONETA,
 NR0469'WYOMING.  IN SW. 1/4 SEC. 22, T 33 N, R 90 W.
 NR0469'
 NR0469'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED EASTERLY ALONG U.S.
 NR0469'HIGHWAY (20-26) FOR 0.4 MI., TURN RIGHT (S.) ON MAIN GRADED COUNTY
 NR0469'RD. AND PROCEED 1.2 MI. TO RD. FORKS, TURN RIGHT (W.) AND PROCEED 21.9
 NR0469'MI. ON MAIN GRADED RD. TO RD. FORKS, TURN RIGHT AND CONTINUE 1.1 MI.
 NR0469'TO INTERSECTION WITH PIPELINE RD., TURN LEFT AND CONTINUE ON PIPELINE
 NR0469'RD. FOR 3.9 MI., TURN RIGHT (S.) ON DIRT RD. AND CONTINUE 0.2 MI. TO
 NR0469'CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 0.2 MI. TO RD. FORKS, THENCE
 NR0469'LEFT 1.4 MI. TO FORKS, THENCE RIGHT 0.9 MI. TO FORKS, THENCE RIGHT
 NR0469'1.7 MI.  STATION LIES TO THE LEFT (S.) OF RD. ABOUT 5 FT., ON A SMALL
 NR0469'KNOLL OVERLOOKING A SMALL LAKE TO THE N.
 NR0469'
 NR0469'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING ABOUT
 NR0469'1.5 IN. ABOVE GROUND SURFACE, AND STAMPED ---WR LAKE 1950 VABM
 NR0469'6530---.
 NR0469'
 NR0469'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0412 ***********************************************************************
 PX0412  DESIGNATION -  LAKE
 PX0412  PID         -  PX0412
 PX0412  STATE/COUNTY-  WY/PARK
 PX0412  USGS QUAD   -  DEAD INDIAN MEADOWS (1991)
 PX0412
 PX0412                         *CURRENT SURVEY CONTROL
 PX0412  ___________________________________________________________________
 PX0412* NAD 83(1993)-  44 43 57.67901(N)    109 29 51.67643(W)     ADJUSTED  
 PX0412* NAVD 88     -      2772.2    (meters)    9095.     (feet)  VERTCON   
 PX0412  ___________________________________________________________________
 PX0412  LAPLACE CORR-         -15.84  (seconds)                    DEFLEC99
 PX0412  GEOID HEIGHT-          -8.92  (meters)                     GEOID03
 PX0412
 PX0412  HORZ ORDER  -  THIRD
 PX0412
 PX0412.The horizontal coordinates were established by classical geodetic methods
 PX0412.and adjusted by the National Geodetic Survey in January 1997..
 PX0412
 PX0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0412
 PX0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0412
 PX0412.The geoid height was determined by GEOID03.
 PX0412
 PX0412;                    North         East     Units Scale Factor Converg.
 PX0412;SPC WYWC     -   470,432.116   540,777.387   MT  0.99998061   -0 31 34.5
 PX0412;UTM  12      - 4,954,353.903   618,954.583   MT  0.99977401   +1 03 26.8
 PX0412
 PX0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0412!SPC WYWC     -   0.99956692  x   0.99998061  =   0.99954754
 PX0412!UTM  12      -   0.99956692  x   0.99977401  =   0.99934103
 PX0412
 PX0412:                Primary Azimuth Mark                     Grid Az
 PX0412:SPC WYWC     -  RUSSELL                                  347 27 47.5
 PX0412:UTM  12      -  RUSSELL                                  345 52 46.2
 PX0412
 PX0412|---------------------------------------------------------------------|
 PX0412| PID    Reference Object                     Distance      Geod. Az  |
 PX0412|                                                           dddmmss.s |
 PX0412| PX0454 RUSSELL                             APPROX. 9.9 KM 3465613.0 |
 PX0412|---------------------------------------------------------------------|
 PX0412
 PX0412                          SUPERSEDED SURVEY CONTROL
 PX0412
 PX0412  NAD 83(1993)-  44 43 57.66524(N)    109 29 51.66131(W) AD(       ) 3
 PX0412  NAD 83(1986)-  44 43 57.66195(N)    109 29 51.66147(W) AD(       ) 3
 PX0412  NAD 27      -  44 43 57.86276(N)    109 29 49.04812(W) AD(       ) 3
 PX0412  NGVD 29 (09/11/89) 2771.0    (m)         9091.     (f) VERT ANG       
 PX0412
 PX0412.Superseded values are not recommended for survey control.
 PX0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0412.See file dsdata.txt to determine how the superseded data were derived.
 PX0412
 PX0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1895554354(NAD 83)
 PX0412_MARKER: DD = SURVEY DISK
 PX0412_SETTING: 0 = UNSPECIFIED SETTING
 PX0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0412
 PX0412  HISTORY     - Date     Condition        Report By
 PX0412  HISTORY     - 1947     MONUMENTED       USGS
 PX0412  HISTORY     - 1953     GOOD             USGS
 PX0412
 PX0412                          STATION DESCRIPTION
 PX0412
 PX0412'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0412'LOCATED ABOUT 3.5 MI. AIR E. OF THE SUNLIGHT RANGER STATION ON THE
 PX0412'HIGHEST PEAK ON THE DIVIDE BETWEEN ELK CREEK ON THE SE. AND SUNLIGHT
 PX0412'CREEK ON THE N.
 PX0412'
 PX0412'TO REACH FROM THE SUNLIGHT RANGER STATION, FOLLOW THE RD. E. TO THE
 PX0412'SUNLIGHT RANCH AND A DIRT RD. LEADING S. UP BEEM GULCH.  FOLLOW THE
 PX0412'DIRT RD. S. ABOUT 1.5 MI. TO A POINT BELOW SOME ABANDONED RANCH
 PX0412'BUILDINGS AND AN INTERSECTING SIDE DRAIN FROM THE E.  WORK HORSES UP
 PX0412'THIS SIDE DRAIN FOLLOWING A GOOD GAME TRAIL TO THE HEAD OF THE DRAIN
 PX0412'AND AN OPEN RIDGE, THEN N. ALONG THIS RIDGE TO A HIGH POINT, THE
 PX0412'INTERSECTION OF THREE RIDGES, THEN UNDER THIS HIGH POINT ON THE RIGHT
 PX0412'SIDE ACROSS A SMALL SADDLE ON A SHARP RIDGE TO STATION SITE.  ABOUT
 PX0412'1.5 HOURS HORSE TRIP FROM ABANDONED RANCH BUILDINGS.
 PX0412'
 PX0412'STATION MARK - STANDARD TABLET, STAMPED---LAKE 1947 9104--- CEMENTED
 PX0412'IN SOLID ROCK IN A HOLE ABOUT 4 FT. WIDE AND 2 FT. DEEP KNOCKED OUT
 PX0412'BY LIGHTENING.
 PX0412'
 PX0412'REFERENCE MARK NO.1 - STANDARD STATION TABLET, STAMPED---REF 1---
 PX0412'CEMENTED IN ROCK OUTCROP 14.02 FT. FROM STATION N 67 DEGREES
 PX0412'28 MINUTES, SW.
 PX0412'
 PX0412'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED---REF 2---
 PX0412'CEMENTED IN LEDGE 12.45 FT. FROM STATION N 00 DEGREES
 PX0412'54 MINUTES, NE.
 PX0412
 PX0412                          STATION RECOVERY (1953)
 PX0412
 PX0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (TJO)
 PX0412'RECOVERED AND REDESCRIBED AS FOLLOWS
 PX0412'
 PX0412'STATION IS LOCATED ABOUT 3.5 MI. (AIRLINE) E. OF THE SUNLIGHT RANGER
 PX0412'STATION, ON THE HIGHEST PEAK ON THE DIVIDE BETWEEN ELK CREEK, ON THE
 PX0412'SE., AND SUNLIGHT CREEK, ON THE N.
 PX0412'
 PX0412'TO REACH FROM THE SUNLIGHT RANGER STATION, FOLLOW THE RD. E. TO THE
 PX0412'SUNLIGHT RANCH AND A DIRT RD. LEADING S., UP BEEM GULCH.  FOLLOW THE
 PX0412'DIRT RD. S. ABOUT 1.5 MI. TO A POINT BELOW SOME ABANDONED RANCH
 PX0412'BUILDINGS AND AN INTERSECTING SIDE DRAIN FROM THE E.  WORK HORSES
 PX0412'UP THIS SIDE DRAIN FOLLOWING A GOOD GAME TRAIL TO THE HEAD OF THE
 PX0412'DRAIN AND AN OPEN RIDGE, THENCE N. ALONG THIS RIDGE TO A HIGH POINT,
 PX0412'THE INTERSECTION OF THREE RIDGES, THENCE UNDER THIS HIGH POINT ON
 PX0412'THE RIGHT SIDE AND ACROSS A SMALL SADDLE ON A SHARP RIDGE TO STATION
 PX0412'SITE.  ABOUT A 1-1/2 HOUR HORSE TRIP FROM ABANDONED RANCH BUILDINGS.
 PX0412'
 PX0412'STATION MARK--STANDARD TABLET, STAMPED ---LAKE 1947 9104---, CEMENTED
 PX0412'IN SOLID ROCK, IN A HOLE ABOUT 4 FT. WIDE AND 2 FT. DEEP, KNOCKED
 PX0412'OUT BY LIGHTENING.
 PX0412'
 PX0412'REFERENCE MARK NO. 1--STANDARD STATION TABLET, STAMPED ---REF 1---,
 PX0412'CEMENTED IN ROCK OUTCROP, 14.02 FT. FROM STATION, S 67 DEG 28 MIN W.
 PX0412'
 PX0412'REFERENCE MARK NO. 2--STANDARD STATION TABLET, STAMPED ---REF 2---,
 PX0412'CEMENTED IN LEDGE, 12.45 FT. FROM STATION, N 00 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0011 ***********************************************************************
 PY0011  DESIGNATION -  LAKE ASTRO STATION
 PY0011  PID         -  PY0011
 PY0011  STATE/COUNTY-  WY/TETON
 PY0011  USGS QUAD   -  LAKE (1986)
 PY0011
 PY0011                         *CURRENT SURVEY CONTROL
 PY0011  ___________________________________________________________________
 PY0011* NAD 83(1993)-  44 33 16.89874(N)    110 23 42.37086(W)     ADJUSTED  
 PY0011* NAVD 88     -      2367.655  (meters)    7767.88   (feet)  POSTED    
 PY0011  ___________________________________________________________________
 PY0011  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 PY0011  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0011  DYNAMIC HT  -        2366.080 (meters)    7762.71  (feet)  COMP
 PY0011  MODELED GRAV-     979,867.4   (mgal)                       NAVD 88
 PY0011
 PY0011  HORZ ORDER  -  SECOND
 PY0011  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 PY0011
 PY0011.The horizontal coordinates were established by classical geodetic methods
 PY0011.and adjusted by the National Geodetic Survey in January 1997..
 PY0011
 PY0011.The orthometric height was determined by differential leveling
 PY0011.and adjusted by the National Geodetic Survey in 1992..
 PY0011.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 PY0011.rate of 3.1 thru 4.0 mm/km.
 PY0011
 PY0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0011
 PY0011.The geoid height was determined by GEOID03.
 PY0011
 PY0011.The dynamic height is computed by dividing the NAVD 88
 PY0011.geopotential number by the normal gravity value computed on the
 PY0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0011.degrees latitude (g = 980.6199 gals.).
 PY0011
 PY0011.The modeled gravity was interpolated from observed gravity values.
 PY0011
 PY0011;                    North         East     Units Scale Factor Converg.
 PY0011;SPC WY W     -   550,429.059   775,229.831   MT  0.99994504   -0 13 07.4
 PY0011;UTM  12      - 4,933,662.426   548,042.987   MT  0.99962838   +0 25 27.8
 PY0011
 PY0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0011!SPC WY W     -   0.99963024  x   0.99994504  =   0.99957530
 PY0011!UTM  12      -   0.99963024  x   0.99962838  =   0.99925876
 PY0011
 PY0011                          SUPERSEDED SURVEY CONTROL
 PY0011
 PY0011  NAD 83(1993)-  44 33 16.89874(N)    110 23 42.37085(W) AD(       ) 2
 PY0011  NAD 83(1986)-  44 33 16.88615(N)    110 23 42.36107(W) AD(       ) 2
 PY0011  NAD 27      -  44 33 17.08900(N)    110 23 39.62200(W) AD(       ) 2
 PY0011  NGVD 29 (??/??/92) 2365.667  (m)         7761.36   (f) ADJ UNCH    2 0
 PY0011
 PY0011.Superseded values are not recommended for survey control.
 PY0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0011.See file dsdata.txt to determine how the superseded data were derived.
 PY0011
 PY0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4804333662(NAD 83)
 PY0011_MARKER: V = STONE MONUMENT
 PY0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PY0011_SP_SET: GRANITE MONUMENT
 PY0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0011
 PY0011  HISTORY     - Date     Condition        Report By
 PY0011  HISTORY     - 1950     MONUMENTED       CGS
 PY0011  HISTORY     - 1950     GOOD             NGS
 PY0011
 PY0011                          STATION DESCRIPTION
 PY0011
 PY0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PY0011'THE STATION IS LOCATED IN YELLOWSTONE NATIONAL PARK ABOUT 1.5
 PY0011'MILES WEST-SOUTHWEST OF FISHING BRIDGE.
 PY0011'
 PY0011'LAKE ASTRONOMICAL STATION IS 200 FEET EAST OF LAKE LODGE, AND 27 FEET
 PY0011'EAST OF THE CENTER OF AN OILED ROAD.  THE MARK IS A GRANITE
 PY0011'MONUMENT 18 INCHES BY 24 INCHES, AND PROJECTS 3 FEET.  THERE
 PY0011'IS A BRASS PLUG IN THE TOP OF THE MONUMENT.  THE MONUMENT IS
 PY0011'INSCRIBED ALTITUDE 7738.43 ON THE SOUTH SIDE, LATITUDE 44 33 16.1
 PY0011'ON THE WEST SIDE, U.S.C. AND G.S. SURVEY ON THE NORTH SIDE, AND
 PY0011'LONGITUDE 110 23 43.1 ON THE EAST SIDE.
 PY0011
 PY0011                          STATION RECOVERY (1950)
 PY0011
 PY0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 PY0011'1.3 MI SW FROM LAKE JUNCTION.
 PY0011'1.3 MILES SOUTHWEST ALONG THE LAKE JUNCTION-THUMB RANGER STATION ROAD
 PY0011'FROM LAKE JUNCTION, YELLOWSTONE NATIONAL PARK, 200 FEET EAST OF LAKE
 PY0011'LODGE AND 27 FEET EAST OF THE CENTER OF AN OILED ROAD.  A BRASS PLUG
 PY0011'IN THE TOP OF A GRANITE MONUMENT WHICH PROJECTS 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0949 ***********************************************************************
 PY0949  DESIGNATION -  LAKE ASTRO STATION RESET
 PY0949  PID         -  PY0949
 PY0949  STATE/COUNTY-  WY/TETON
 PY0949  USGS QUAD   -  LAKE (1986)
 PY0949
 PY0949                         *CURRENT SURVEY CONTROL
 PY0949  ___________________________________________________________________
 PY0949* NAD 83(1986)-  44 33 17.     (N)    110 23 43.     (W)     SCALED    
 PY0949* NAVD 88     -      2367.700  (meters)    7768.03   (feet)  ADJUSTED  
 PY0949  ___________________________________________________________________
 PY0949  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0949  DYNAMIC HT  -        2366.126 (meters)    7762.87  (feet)  COMP
 PY0949  MODELED GRAV-     979,867.8   (mgal)                       NAVD 88
 PY0949
 PY0949  VERT ORDER  -  FIRST     CLASS II
 PY0949
 PY0949.The horizontal coordinates were scaled from a topographic map and have
 PY0949.an estimated accuracy of +/- 6 seconds.
 PY0949
 PY0949.The orthometric height was determined by differential leveling
 PY0949.and adjusted by the National Geodetic Survey in June 1991..
 PY0949
 PY0949.The geoid height was determined by GEOID03.
 PY0949
 PY0949.The dynamic height is computed by dividing the NAVD 88
 PY0949.geopotential number by the normal gravity value computed on the
 PY0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0949.degrees latitude (g = 980.6199 gals.).
 PY0949
 PY0949.The modeled gravity was interpolated from observed gravity values.
 PY0949
 PY0949;                    North         East    Units  Estimated Accuracy
 PY0949;SPC WY W     -   550,430.      775,220.      MT  (+/- 180 meters Scaled)
 PY0949
 PY0949                          SUPERSEDED SURVEY CONTROL
 PY0949
 PY0949  NGVD 29 (08/20/92) 2366.320  (m)         7763.50   (f) ADJUSTED    1 2
 PY0949
 PY0949.Superseded values are not recommended for survey control.
 PY0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0949.See file dsdata.txt to determine how the superseded data were derived.
 PY0949
 PY0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ480336(NAD 83)
 PY0949_MARKER: Z = SEE DESCRIPTION
 PY0949_SETTING: 0 = UNSPECIFIED SETTING
 PY0949_MARK LOGO: NGS   
 PY0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0949
 PY0949  HISTORY     - Date     Condition        Report By
 PY0949  HISTORY     - UNK      MONUMENTED       NGS
 PY0949  HISTORY     - 1987     GOOD             NGS
 PY0949
 PY0949                          STATION DESCRIPTION
 PY0949
 PY0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0949'IN LAKE VILLAGE.
 PY0949'IN LAKE VILLAGE, 45.0 M (147.6 FT) EAST-SOUTHEAST OF THE ENTRANCE
 PY0949'INTO THE LAKE LODGE, A BRASS PLUG IN TOP OF AN 18 BY 24 INCH GRANITE
 PY0949'BLOCK THAT PROJECTS 26 INCHES ABOVE THE GROUND SURFACE, THE MONUMENT
 PY0949'IS INSCRIBED ALTITUDE 7738.43 ON THE SOUTH SIDE, LATITUDE 44 33 16.1
 PY0949'ON THE WEST SIDE, USCG SURVEY ON THE NORTH SIDE, AND LONGITUDE 110 23
 PY0949'43.1 ON THE EAST SIDE, 10.0 M (32.8 FT) NORTH OF A SIGN (FISHING
 PY0949'BRIDGE-WEST THUMB), AND 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF A
 PY0949'PAVED ROAD.  NOTE--THE DISTRICT RANGER STATED THAT THE MONUMENT WAS
 PY0949'HIT BY A CAR AND WAS REPOSITIONED BY PARK SURVEYORS.
 PY0949'THE MARK IS 0.7 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0262 ***********************************************************************
 PX0262  DESIGNATION -  LAKE AZ MK
 PX0262  PID         -  PX0262
 PX0262  STATE/COUNTY-  WY/BIG HORN
 PX0262  USGS QUAD   -  LOVELL LAKES (1978)
 PX0262
 PX0262                         *CURRENT SURVEY CONTROL
 PX0262  ___________________________________________________________________
 PX0262* NAD 83(1986)-  44 48 28.     (N)    108 21 45.     (W)     SCALED    
 PX0262* NAVD 88     -      1185.839  (meters)    3890.54   (feet)  ADJUSTED  
 PX0262  ___________________________________________________________________
 PX0262  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 PX0262  DYNAMIC HT  -        1185.386 (meters)    3889.05  (feet)  COMP
 PX0262  MODELED GRAV-     980,195.2   (mgal)                       NAVD 88
 PX0262  OBS GRAVITY -     980,195.3   (mgal)                       GRAV_OBS
 PX0262
 PX0262  VERT ORDER  -  FIRST     CLASS II
 PX0262
 PX0262.The horizontal coordinates were scaled from a topographic map and have
 PX0262.an estimated accuracy of +/- 6 seconds.
 PX0262
 PX0262.The orthometric height was determined by differential leveling
 PX0262.and adjusted by the National Geodetic Survey in June 1991..
 PX0262
 PX0262.The geoid height was determined by GEOID03.
 PX0262
 PX0262.The dynamic height is computed by dividing the NAVD 88
 PX0262.geopotential number by the normal gravity value computed on the
 PX0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0262.degrees latitude (g = 980.6199 gals.).
 PX0262
 PX0262.The modeled gravity was interpolated from observed gravity values.
 PX0262.The observed gravity was obtained from relative gravimeter ties
 PX0262.to the IGSN71 gravity network.
 PX0262
 PX0262;                    North         East    Units  Estimated Accuracy
 PX0262;SPC WYEC     -   579,020.      318,590.      MT  (+/- 180 meters Scaled)
 PX0262
 PX0262                          SUPERSEDED SURVEY CONTROL
 PX0262
 PX0262  NGVD 29 (06/08/92) 1184.991  (m)         3887.76   (f) ADJUSTED    1 2
 PX0262
 PX0262.Superseded values are not recommended for survey control.
 PX0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0262.See file dsdata.txt to determine how the superseded data were derived.
 PX0262
 PX0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ085649(NAD 83)
 PX0262_MARKER: DZ = AZIMUTH MARK DISK
 PX0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0262_SP_SET: CONCRETE POST
 PX0262_STAMPING: LAKE 1957
 PX0262_MARK LOGO: CGS   
 PX0262_PROJECTION: FLUSH
 PX0262_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0262+STABILITY: SURFACE MOTION
 PX0262
 PX0262  HISTORY     - Date     Condition        Report By
 PX0262  HISTORY     - 1957     MONUMENTED       CGS
 PX0262  HISTORY     - 1982     GOOD             NGS
 PX0262  HISTORY     - 19820717 GOOD             NGS
 PX0262
 PX0262                          STATION DESCRIPTION
 PX0262
 PX0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0262'4.7 KM (2.9 MI) SE FROM LOVELL.
 PX0262'3.8 KM (2.35 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0262'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 0.9 KM (0.55 MI)
 PX0262'SOUTHEASTERLY ALONG A PAVED ROAD, 15.0 METERS (49.2 FT) SOUTHWEST OF
 PX0262'THE CENTERLINE OF THE ROAD, 6.1 METERS (20.0 FT) EAST OF A FENCE
 PX0262'CORNER AND 0.6 METERS (2.0 FT) SOUTH OF A UTILITY POLE.
 PX0262'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 PX0262'THE MARK IS 0.3 M BELOW THE ROAD.
 PX0262
 PX0262                          STATION RECOVERY (1982)
 PX0262
 PX0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0262'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN
 PX0262'THE 1972 DESCRIPTION OF THE STATION MARK.  NO INITIAL POINT COULD BE
 PX0262'FOUND FOR THE AZIMUTH MARK SO NO ANGLES WERE TURNED AT THIS TIME.  TO
 PX0262'REACH THE AZIMUTH MARK FROM THE INTERSECTION OF MAIN STREET -US
 PX0262'HIGHWAY 310- AND NEVADA AVENUE IN LOVELL, GO EAST AND SOUTH ON US
 PX0262'HIGHWAY 310 FOR 3.9 KM (2.40 MI) TO A SURFACED CROSSROAD.  TURN LEFT
 PX0262'AND GO EAST ON THE SURFACED ROAD FOR 1.0 KM (0.60 MI) TO THE AZIMUTH
 PX0262'MARK ON THE RIGHT.  THE AZIMUTH MARK IS A STANDARD DISK STAMPED--LAKE
 PX0262'1957--, SET IN THE TOP OF A (30 CM) 12 INCH SQUARE CONCRETE MONUMENT
 PX0262'FLUSH WITH THE GROUND LOCATED 15.5 M (50.9 FT) SOUTHWEST OF THE CENTER
 PX0262'OF THE SURFACED ROAD, 0.7 M (2.3 FT) SOUTH OF A POWERPOLE AND 0.5 M
 PX0262'(1.6 FT) SOUTHWEST OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1211 ***********************************************************************
 PY1211  DESIGNATION -  LAKE BUTTE
 PY1211  PID         -  PY1211
 PY1211  STATE/COUNTY-  WY/PARK
 PY1211  USGS QUAD   -  LAKE BUTTE (1986)
 PY1211
 PY1211                         *CURRENT SURVEY CONTROL
 PY1211  ___________________________________________________________________
 PY1211* NAD 83(1993)-  44 30 36.99092(N)    110 16 29.02006(W)     ADJUSTED  
 PY1211* NAVD 88     -      2545.9    (meters)    8353.     (feet)  VERTCON   
 PY1211  ___________________________________________________________________
 PY1211  LAPLACE CORR-           9.22  (seconds)                    DEFLEC99
 PY1211  GEOID HEIGHT-          -8.19  (meters)                     GEOID03
 PY1211
 PY1211  HORZ ORDER  -  THIRD
 PY1211
 PY1211.The horizontal coordinates were established by classical geodetic methods
 PY1211.and adjusted by the National Geodetic Survey in January 1997..
 PY1211
 PY1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1211
 PY1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1211
 PY1211.The geoid height was determined by GEOID03.
 PY1211
 PY1211;                    North         East     Units Scale Factor Converg.
 PY1211;SPC WYWC     -   446,577.117   478,767.675   MT  1.00011818   -1 04 08.5
 PY1211;UTM  12      - 4,928,806.319   557,647.410   MT  0.99964087   +0 30 30.4
 PY1211
 PY1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1211!SPC WYWC     -   0.99960225  x   1.00011818  =   0.99972039
 PY1211!UTM  12      -   0.99960225  x   0.99964087  =   0.99924327
 PY1211
 PY1211:                Primary Azimuth Mark                     Grid Az
 PY1211:SPC WYWC     -  ELK                                      197 06 50.4
 PY1211:UTM  12      -  ELK                                      195 32 11.5
 PY1211
 PY1211|---------------------------------------------------------------------|
 PY1211| PID    Reference Object                     Distance      Geod. Az  |
 PY1211|                                                           dddmmss.s |
 PY1211| PY1233 ELK                                 APPROX. 4.6 KM 1960241.9 |
 PY1211|---------------------------------------------------------------------|
 PY1211
 PY1211                          SUPERSEDED SURVEY CONTROL
 PY1211
 PY1211  NAD 83(1993)-  44 30 36.98904(N)    110 16 29.01622(W) AD(       ) 3
 PY1211  NAD 83(1986)-  44 30 36.97848(N)    110 16 29.00880(W) AD(       ) 3
 PY1211  NAD 27      -  44 30 37.18066(N)    110 16 26.29303(W) AD(       ) 3
 PY1211  NGVD 29 (07/19/86) 2544.6    (m)         8348.     (f) VERT ANG       
 PY1211
 PY1211.Superseded values are not recommended for survey control.
 PY1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1211.See file dsdata.txt to determine how the superseded data were derived.
 PY1211
 PY1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5764728806(NAD 83)
 PY1211
 PY1211  HISTORY     - Date     Condition        Report By
 PY1211  HISTORY     - UNK      MONUMENTED
 PY1211  HISTORY     - 1959     GOOD             USGS
 PY1211
 PY1211                          STATION DESCRIPTION
 PY1211
 PY1211'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PY1211'STATION IS LOCATED ABOUT 7.5 MI. E. OF THE LAKE HOTEL, ON THE W. FACE
 PY1211'OF LAKE BUTTE, SITUATED ON THE E. SHORE OF YELLOWSTONE LAKE.
 PY1211'
 PY1211'TO REACH BY TRUCK FROM THE FISHING BRIDGE AT THE OUTLET OF YELLOWSTONE
 PY1211'LAKE, GO GENERALLY E. AND SE. ON MAIN HIGHWAY FOR 9.0 MI. TO RD. SIGN
 PY1211'MARKED ---LAKE BUTTE POINT---, TURN LEFT AND GO UP SW. SIDE OF BUTTE
 PY1211'FOR 0.8 MI. TO END OF RD., STATION IS LOCATED 75 FT. E. OF TERMINUS
 PY1211'AND 20 FT. HIGHER THAN RD.
 PY1211'
 PY1211'RECOVERED.
 PY1211'
 PY1211'STATION MARK--STANDARD TABLET, STAMPED ---LAKE BUTTE 1955---, SET
 PY1211'IN PUMICE BOULDER FLUSH WITH THE GROUND.
 PY1211'
 PY1211'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI7257 ***********************************************************************
 AI7257  DESIGNATION -  LAKE WYOMING GPS BASE STATION ARP
 AI7257  PID         -  AI7257
 AI7257  STATE/COUNTY-  WY/TETON
 AI7257  USGS QUAD   -  LAKE (1986)
 AI7257
 AI7257                         *CURRENT SURVEY CONTROL
 AI7257  ___________________________________________________________________
 AI7257* NAD 83(1993)-  44 33 54.25387(N)    110 24 00.74216(W)     ADJUSTED  
 AI7257* NAVD 88     -      2433.5    (meters)    7984.     (feet)  GPS OBS   
 AI7257  ___________________________________________________________________
 AI7257  X           -  -1,587,191.087 (meters)                     COMP
 AI7257  Y           -  -4,267,781.218 (meters)                     COMP
 AI7257  Z           -   4,454,744.398 (meters)                     COMP
 AI7257  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AI7257  ELLIP HEIGHT-        2425.06  (meters)          (09/01/00) GPS OBS
 AI7257  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 AI7257
 AI7257  HORZ ORDER  -  A
 AI7257  ELLP ORDER  -  THIRD     CLASS I
 AI7257
 AI7257.The horizontal coordinates were established by GPS observations
 AI7257.and adjusted by the National Geodetic Survey in September 2000..
 AI7257
 AI7257.The orthometric height was determined by GPS observations and a
 AI7257.high-resolution geoid model.
 AI7257
 AI7257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7257
 AI7257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7257
 AI7257.The ellipsoidal height was determined by GPS observations
 AI7257.and is referenced to NAD 83.
 AI7257
 AI7257.The geoid height was determined by GEOID03.
 AI7257
 AI7257;                    North         East     Units Scale Factor Converg.
 AI7257;SPC WY W     -   551,583.609   774,828.860   MT  0.99994529   -0 13 20.5
 AI7257;UTM  12      - 4,934,812.037   547,629.211   MT  0.99962790   +0 25 15.2
 AI7257
 AI7257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7257!SPC WY W     -   0.99961991  x   0.99994529  =   0.99956522
 AI7257!UTM  12      -   0.99961991  x   0.99962790  =   0.99924795
 AI7257
 AI7257                          SUPERSEDED SURVEY CONTROL
 AI7257
 AI7257  NAD 83(1993)-  44 33 54.25280(N)    110 24 00.74146(W) AD(       ) B
 AI7257
 AI7257.Superseded values are not recommended for survey control.
 AI7257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7257.See file dsdata.txt to determine how the superseded data were derived.
 AI7257
 AI7257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4762934812(NAD 83)
 AI7257_MARKER: Z = SEE DESCRIPTION
 AI7257_SETTING: 0 = UNSPECIFIED SETTING
 AI7257_MARK LOGO: NONE  
 AI7257_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI7257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7257+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1999
 AI7257
 AI7257  HISTORY     - Date     Condition        Report By
 AI7257  HISTORY     - 1996     MONUMENTED       NGS
 AI7257  HISTORY     - 19990813 GOOD             NGS
 AI7257
 AI7257                          STATION DESCRIPTION
 AI7257
 AI7257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AI7257'STATION IS A UNAVCO CORS-LKWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0356 ***********************************************************************
 OV0356  DESIGNATION -  LAKOTA
 OV0356  PID         -  OV0356
 OV0356  STATE/COUNTY-  WY/NATRONA
 OV0356  USGS QUAD   -  REYNOLDS RESERVOIR (1968)
 OV0356
 OV0356                         *CURRENT SURVEY CONTROL
 OV0356  ___________________________________________________________________
 OV0356* NAD 83(1993)-  43 10 20.88258(N)    106 42 13.65305(W)     ADJUSTED  
 OV0356* NAVD 88     -      1797.2    (meters)    5896.     (feet)  VERTCON   
 OV0356  ___________________________________________________________________
 OV0356  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 OV0356  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 OV0356
 OV0356  HORZ ORDER  -  FIRST
 OV0356
 OV0356.The horizontal coordinates were established by classical geodetic methods
 OV0356.and adjusted by the National Geodetic Survey in January 1997..
 OV0356
 OV0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0356
 OV0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0356
 OV0356.The geoid height was determined by GEOID03.
 OV0356
 OV0356;                    North         East     Units Scale Factor Converg.
 OV0356;SPC WYEC     -   397,005.149   451,186.428   MT  0.99996972   +0 25 50.7
 OV0356;UTM  13      - 4,781,376.312   361,514.391   MT  0.99983592   -1 09 57.3
 OV0356
 OV0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0356!SPC WYEC     -   0.99972030  x   0.99996972  =   0.99969003
 OV0356!UTM  13      -   0.99972030  x   0.99983592  =   0.99955627
 OV0356
 OV0356:                Primary Azimuth Mark                     Grid Az
 OV0356:SPC WYEC     -  LAKOTA AZ MK                             050 50 39.1
 OV0356:UTM  13      -  LAKOTA AZ MK                             052 26 27.1
 OV0356
 OV0356|---------------------------------------------------------------------|
 OV0356| PID    Reference Object                     Distance      Geod. Az  |
 OV0356|                                                           dddmmss.s |
 OV0356| CP5657 LAKOTA AZ MK                                       0511629.8 |
 OV0356| CP5658 LAKOTA RM 1                          18.181 METERS 23745     |
 OV0356| CP5659 LAKOTA RM 2                          23.563 METERS 32443     |
 OV0356|---------------------------------------------------------------------|
 OV0356
 OV0356                          SUPERSEDED SURVEY CONTROL
 OV0356
 OV0356  NAD 83(1986)-  43 10 20.86384(N)    106 42 13.62867(W) AD(       ) 1
 OV0356  NAD 27      -  43 10 20.98200(N)    106 42 11.46200(W) AD(       ) 1
 OV0356  NGVD 29 (07/19/86) 1796.2    (m)         5893.     (f) VERT ANG       
 OV0356
 OV0356.Superseded values are not recommended for survey control.
 OV0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0356.See file dsdata.txt to determine how the superseded data were derived.
 OV0356
 OV0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6151481376(NAD 83)
 OV0356_MARKER: DS = TRIANGULATION STATION DISK
 OV0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0356
 OV0356  HISTORY     - Date     Condition        Report By
 OV0356  HISTORY     - 1934     MONUMENTED       CGS
 OV0356  HISTORY     - 1938     GOOD             CGS
 OV0356  HISTORY     - 1952     GOOD             CGS
 OV0356
 OV0356                          STATION DESCRIPTION
 OV0356
 OV0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OV0356'ABOUT 29 MILES NW OF CASPER, 28 MILES SW OF MIDWEST, IN T 37
 OV0356'N, R 82 W, NEAR SE END OF LONG, LOW, SAGEBRUSH-COVERED MESA
 OV0356'WHICH OVERLOOKS BASIN TO E, ABOUT 80 YARDS S OF POINT WHERE
 OV0356'ROAD CROSSES OVER RIM OF MESA, AND 30 YARDS W OF E EDGE OF
 OV0356'MESA.  TO REACH FROM INTERSECTION OF U.S. HIGHWAY 20 AND U.S.
 OV0356'HIGHWAY 87E IN CASPER, FOLLOW U.S. HIGHWAY 20 W, 7-3/4 MILES,
 OV0356'TURN RIGHT, N, ONTO 33 MILE ROAD (GRADED COUNTRY ROAD) AND
 OV0356'GO 8.4 MILES TO 2 RAILROAD CROSSINGS, CONTINUE N, AND W, 7.2
 OV0356'MILES ON MAIN ROAD TO ROAD FROM LEFT, CONTINUE STRAIGHT AHEAD
 OV0356'N, 1.45 MILES ON MAIN ROAD, FOLLOW RIGHT FORK 2.25 MILES,
 OV0356'FOLLOW RIGHT FORK 2.85 MILES TO TOP OF DIVIDE, CONTINUE N ABOUT
 OV0356'75 YARDS TO DIM ROAD FROM LEFT (ABOUT 2.65 MILES S, BY
 OV0356'MAIN ROAD FROM 33 MILE RAILROAD LOADING STATION), TURN LEFT
 OV0356'W, ONTO DIM ROAD (ROAD FOLLOWS TOP OF RIDGE) AND GO 0.7
 OV0356'MILE TO GATE, PASS THROUGH GATE AND GO 0.6 MILE TO RAILROAD
 OV0356'CROSSING, CROSS TRACKS, TURN RIGHT ON W SIDE OF TRACKS AND
 OV0356'GO N, AND W, 0.35 MILE TO SMALL RANCH, TURN RIGHT (KEEPING
 OV0356'TO RIGHT OF 2 TAR PAPER-COVERED SHACKS) AND PASS THROUGH
 OV0356'TWO GATES, GO W, 2.1 MILES (KEEPING BETWEEN HOUSES AND
 OV0356'EDGE OF RIM) ALONG RIDGE ON DIM ROAD TO PROMINENT
 OV0356'CONE-SHAPED PEAK WITH SMALL CAIRN ON TOP (ON RIGHT SIDE
 OV0356'OF ROAD), CONTINUE 0.5 MILE, FOLLOW LEFT FORK STRAIGHT AHEAD
 OV0356'1.25 MILES TO CROSSROADS, TURN RIGHT AND GO 0.85 MILE
 OV0356'TO TOP OF MESA (GRADE TO TOP OF RIM IS VERY STEEP), TURN
 OV0356'LEFT AND GO 80 YARDS TO STATION SITE.  SURFACE AND
 OV0356'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 OV0356'UPPER MARK PROJECTS 4 INCHES ABOVE GROUND.
 OV0356'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 OV0356'NO. 1 PROJECTS 4 INCHES ABOVE GROUND, IS 30 YARDS
 OV0356'W OF E END OF MESA, AND 59.64 FEET FROM STATION.
 OV0356'
 OV0356'NO. 2 PROJECTS 4 INCHES ABOVE GROUND, AND IS 77.30 FEET FROM
 OV0356'STATION.  DISTANCE BETWEEN REFERENCE
 OV0356'MARKS IS 95.1 FEET.  AZIMUTH MARK PROJECTS 3 INCHES ABOVE
 OV0356'GROUND, IS 300 YARDS W OF E END OF EAST-AND-WEST RIDGE EXTENDING
 OV0356'E FROM MESA PROPER, ABOUT 100 YARDS S OF N EDGE, 100 YARDS N
 OV0356'OF S EDGE, AND APPROXIMATELY 0.35 MILE FROM STATION.
 OV0356
 OV0356                          STATION RECOVERY (1938)
 OV0356
 OV0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0356'STATION LAKOTA LOCATED IN CENTRAL WYOMING IN NATRONA COUNTY.
 OV0356'ABOUT 18 MILES AIRLINE NE OF POWDER RIVER.  ABOUT 29 MILES
 OV0356'AIRLINE NW OF CASPER, AND ABOUT 28 MILES AIRLINE SW OF MIDWEST.
 OV0356'IT IS NEAR THE SE END OF A LONG, LOW, SAGEBRUSH-COVERED
 OV0356'MESA WHICH OVERLOOKS A BASIN TO THE E.  IT IS IN TOWNSHIP
 OV0356'37 N, R 82 W.
 OV0356'
 OV0356'STATION LAKOTA IS REACHED BY GOING W FROM CASPER ON U.S.
 OV0356'HIGHWAY 20 AND 87 ABOUT 2.0 MILES TO WHERE THEY FORK AT THE
 OV0356'W EDGE OF TOWN.  AT THE FORK GO W ON U.S. HIGHWAY 20 FOR
 OV0356'5.95 MILES TO A GRADED DIRT ROAD.  TURN RIGHT, N, ON THIS
 OV0356'ROAD AND FOLLOW MAIN ROAD N 8.4 MILES TO WHERE IT CROSSES
 OV0356'TWO RAILROAD TRACKS.  (ILLCO DEPOT ONE-HALF MILE W).  FROM
 OV0356'RAILROAD CROSSING CONTINUE ON MAIN ROAD NW AND N FOR 9.2 MILES.
 OV0356'FOLLOW MAIN ROAD FOR 2.3 MILES TO ANOTHER ROAD TO THE LEFT.
 OV0356'CONTINUE STRAIGHT AHEAD N 2.8 MILES TO A NEW GRADED DIRT
 OV0356'ROAD AT THE TOP OF THE HILL.  TURN LEFT, W, ON THIS ROAD
 OV0356'ABOUT 0.25 MILES TO WHERE A DIM ROAD TURNS LEFT DOWN THE
 OV0356'RIDGE TO A WIRE GATE IN A FENCE.  TURN LEFT ON THIS ROAD
 OV0356'AND FOLLOW MAIN TRAVEL THROUGH WIRE GATE.  TURN RIGHT
 OV0356'ALONG W SIDE OF TRACKS 0.35 MILES TO SOME TAR PAPER
 OV0356'SHACKS.  GO THROUGH WIRE GATE AT THE SW CORNER OF THE
 OV0356'YARD AND TAKE RIGHT FORK NW TO WHERE IT JOINS ANOTHER
 OV0356'DIM ROAD.  KEEP LEFT, W, ON THIS ROAD ALONG TOP OF RIDGE
 OV0356'2.15 MILES TO A SMALL CONICAL BUTTE WITH A ROCK CAIRN
 OV0356'ON TOP WHICH IS JUST N OF THE ROAD.  CONTINUE ON W ON DIM
 OV0356'ROAD (ONLY ROAD), 1.75 MILES TO A DIM CROSSROADS.  TURN
 OV0356'RIGHT, N, TO TOP OF MESA AND STATION.
 OV0356
 OV0356                          STATION RECOVERY (1952)
 OV0356
 OV0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GBG)
 OV0356'DESCRIPTION ADEQUATE.  STATION AND REFERENCE MARKS RECOVERED IN GOOD
 OV0356'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0238 ***********************************************************************
 NS0238  DESIGNATION -  LANDER
 NS0238  PID         -  NS0238
 NS0238  STATE/COUNTY-  WY/FREMONT
 NS0238  USGS QUAD   -  LANDER (1978)
 NS0238
 NS0238                         *CURRENT SURVEY CONTROL
 NS0238  ___________________________________________________________________
 NS0238* NAD 83(1993)-  42 45 30.17390(N)    108 44 11.60883(W)     ADJUSTED  
 NS0238* NAVD 88     -      2227.3    (meters)    7307.     (feet)  VERTCON   
 NS0238  ___________________________________________________________________
 NS0238  LAPLACE CORR-         -18.77  (seconds)                    DEFLEC99
 NS0238  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 NS0238
 NS0238  HORZ ORDER  -  FIRST
 NS0238
 NS0238.The horizontal coordinates were established by classical geodetic methods
 NS0238.and adjusted by the National Geodetic Survey in January 1997..
 NS0238
 NS0238.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0238
 NS0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0238
 NS0238.The geoid height was determined by GEOID03.
 NS0238
 NS0238;                    North         East     Units Scale Factor Converg.
 NS0238;SPC WYWC     -   250,814.067   601,100.289   MT  0.99993751   +0 00 32.9
 NS0238;UTM  12      - 4,736,468.453   685,214.512   MT  1.00002205   +1 32 13.6
 NS0238
 NS0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0238!SPC WYWC     -   0.99965264  x   0.99993751  =   0.99959017
 NS0238!UTM  12      -   0.99965264  x   1.00002205  =   0.99967468
 NS0238
 NS0238:                Primary Azimuth Mark                     Grid Az
 NS0238:SPC WYWC     -  LANDER WYO ST SCH KITCHEN CUP            012 53 59.5
 NS0238:UTM  12      -  LANDER WYO ST SCH KITCHEN CUP            011 22 18.8
 NS0238
 NS0238|---------------------------------------------------------------------|
 NS0238| PID    Reference Object                     Distance      Geod. Az  |
 NS0238|                                                           dddmmss.s |
 NS0238| NS0240 LANDER WYO ST SCH KITCHEN CUP       APPROX. 9.5 KM 0125432.4 |
 NS0238| CP5660 LANDER RM 1                          19.840 METERS 10250     |
 NS0238| CP5661 LANDER RM 2                          22.460 METERS 22905     |
 NS0238| NS0280 MT ARTER HIGHEST POINT              APPROX.52.8 KM 2724640.5 |
 NS0238| NS0239 LANDER AZ MK                        APPROX. 0.6 KM 2843648.1 |
 NS0238| NS0266 MAGNUSON                            APPROX.41.1 KM 3095502.0 |
 NS0238|---------------------------------------------------------------------|
 NS0238
 NS0238                          SUPERSEDED SURVEY CONTROL
 NS0238
 NS0238  NAD 83(1986)-  42 45 30.15837(N)    108 44 11.61184(W) AD(       ) 1
 NS0238  NAD 27      -  42 45 30.30800(N)    108 44 09.19400(W) AD(       ) 1
 NS0238  NGVD 29 (07/19/86) 2226.2    (m)         7304.     (f) VERT ANG       
 NS0238
 NS0238.Superseded values are not recommended for survey control.
 NS0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0238.See file dsdata.txt to determine how the superseded data were derived.
 NS0238
 NS0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8521536468(NAD 83)
 NS0238_MARKER: DS = TRIANGULATION STATION DISK
 NS0238_SETTING: 80 = SET IN A BOULDER
 NS0238_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NS0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0238+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2003
 NS0238
 NS0238  HISTORY     - Date     Condition        Report By
 NS0238  HISTORY     - 1931     MONUMENTED       CGS
 NS0238  HISTORY     - 1931     GOOD             USGS
 NS0238  HISTORY     - 1936     GOOD             CGS
 NS0238  HISTORY     - 1951     GOOD             USGS
 NS0238  HISTORY     - 20030526 GOOD             GEOCAC
 NS0238
 NS0238                          STATION DESCRIPTION
 NS0238
 NS0238'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 NS0238'FOUND AS DESCRIBED IN GOOD CONDITION.
 NS0238
 NS0238                          STATION RECOVERY (1936)
 NS0238
 NS0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 NS0238'ABOUT 4-1/2 MILES AIR LINE SOUTH OF LANDER, NEAR SOUTHERN PART
 NS0238'OF SEC. 1, T. 32 N., R. 100 W., ON TOP OF TABLE MOUNTAIN.
 NS0238'THIS MOUNTAIN IS LONG, FLAT-TOPPED RIDGE, THICKLY COVERED WITH
 NS0238'BOULDERS.  LONG AXIS OF RIDGE IS ABOUT 1 MILE IN LENGTH, AND
 NS0238'WIDTH IS 1/2 MILE.  IT RUNS NORTHEAST AND SOUTHWEST.  STATION
 NS0238'IS ABOUT MIDWAY OF LONG AXIS, 80 YARDS SOUTHWEST OF NORTHEAST
 NS0238'EDGE OF SUMMIT, 370 YARDS NORTHEAST OF DRIFT FENCE ALONG
 NS0238'SOUTHWEST EDGE OF SUMMIT, AND ALMOST DIRECTLY ABOVE (WEST OF)
 NS0238'LARGE BOULDER (WHICH BEARS FAINT RESEMBLANCE TO BARREL LYING
 NS0238'ON ITS SIDE) ABOUT 50 YARDS DOWN SOUTHEAST SLOPE OF
 NS0238'MOUNTAIN.  TO REACH FROM LANDER, GO SOUTH TO ROAD
 NS0238'INTERSECTION AT THE WIGWAM.  TURN RIGHT AND FOLLOW U.S.
 NS0238'HIGHWAY 287 SOUTHEASTERLY 3.1 MILES TO SIDE ROAD RIGHT ABOUT
 NS0238'100 YARDS PAST SMALL WHITE SCHOOLHOUSE.  TURN RIGHT AND
 NS0238'FOLLOW WINDING RANCH ROAD TO ROY WILLIAMS RANCH AND END OF
 NS0238'TRUCK TRAVEL.  PACK HORSES OR WAGON MAY BE OBTAINED AT
 NS0238'RANCH.  FROM RANCH FOLLOW WAGON ROAD ABOUT 1 MILE TO TOP OF
 NS0238'RIDGE.  STATION IS VISIBLE FROM HERE ON HIGHEST POINT OF HILL
 NS0238'ABOUT 2-1/2 MILES SOUTHWEST.  STATION MARK IS STANDARD
 NS0238'DISK IN BOULDER.  REFERENCE MARKS ARE STANDARD DISKS
 NS0238'IN BOULDERS.  NO. 1 IS IN NORTH SIDE OF LARGE
 NS0238'SPLIT BOULDER IN RANGE WITH SMALL LAKE IN VALLEY, AND 19.861
 NS0238'METERS (65.16 FEET) EAST OF STATION S 77 DEG 10 MIN E.
 NS0238'NO. 2 IS IN BOULDER ABOUT 3 FEET HIGH, 22.408 METERS (73.52
 NS0238'FEET) SOUTHWEST OF STATION S 49 DEG 05 MIN W.  LANDER
 NS0238'AZIMUTH MARK (SEE GEOGRAPHIC POSITION AND DESCRIPTION THEREOF)
 NS0238'IS STANDARD DISK IN BOULDER ABOUT 0.4 MILE WEST
 NS0238'OF STATION N 75 DEG 23 MIN W.  MT. ARTER AZIMUTH
 NS0238'MARK (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) MAY
 NS0238'ALSO BE USED AS AZIMUTH MARK.  BEARING FROM STATION TO
 NS0238'PROPOSER COAL MINE, TALLEST STACK, IS N 58 DEG 14 MIN E.
 NS0238'ELEVATION-- 2,226.2 METERS (7,304 FEET).
 NS0238
 NS0238                          STATION RECOVERY (1951)
 NS0238
 NS0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0238'DESCRIPTION AND POSITION LISTED IN NGS QUAD 42108-4, STATION 1003.
 NS0238'
 NS0238'RECOVERY NOTE BY USGS, 1951--STATION FOUND AS DESCRIBED AND FOUND IN
 NS0238'GOOD CONDITION.
 NS0238'
 NS0238'STATION MARK--STANDARD DISK IN BOULDER.
 NS0238
 NS0238                          STATION RECOVERY (2003)
 NS0238
 NS0238'RECOVERY NOTE BY GEOCACHING 2003 (RE)
 NS0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0239 ***********************************************************************
 NS0239  DESIGNATION -  LANDER AZ MK
 NS0239  PID         -  NS0239
 NS0239  STATE/COUNTY-  WY/FREMONT
 NS0239  USGS QUAD   -  LANDER (1978)
 NS0239
 NS0239                         *CURRENT SURVEY CONTROL
 NS0239  ___________________________________________________________________
 NS0239* NAD 83(1993)-  42 45 34.86238(N)    108 44 36.01586(W)     ADJUSTED  
 NS0239* NAVD 88     -      2229.     (meters)    7313.     (feet)  SCALED    
 NS0239  ___________________________________________________________________
 NS0239  LAPLACE CORR-         -18.05  (seconds)                    DEFLEC99
 NS0239  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 NS0239
 NS0239  HORZ ORDER  -  THIRD
 NS0239
 NS0239.The horizontal coordinates were established by classical geodetic methods
 NS0239.and adjusted by the National Geodetic Survey in January 1997..
 NS0239
 NS0239.The orthometric height was scaled from a topographic map.
 NS0239
 NS0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0239
 NS0239.The geoid height was determined by GEOID03.
 NS0239
 NS0239;                    North         East     Units Scale Factor Converg.
 NS0239;SPC WYWC     -   250,958.668   600,545.325   MT  0.99993750   +0 00 16.3
 NS0239;UTM  12      - 4,736,598.215   684,655.843   MT  1.00001951   +1 31 57.1
 NS0239
 NS0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0239!SPC WYWC     -   0.99965235  x   0.99993750  =   0.99958987
 NS0239!UTM  12      -   0.99965235  x   1.00001951  =   0.99967185
 NS0239
 NS0239:                Primary Azimuth Mark                     Grid Az
 NS0239:SPC WYWC     -  LANDER                                   104 36 15.2
 NS0239:UTM  12      -  LANDER                                   103 04 34.4
 NS0239
 NS0239|---------------------------------------------------------------------|
 NS0239| PID    Reference Object                     Distance      Geod. Az  |
 NS0239|                                                           dddmmss.s |
 NS0239| NS0238 LANDER                              APPROX. 0.6 KM 1043631.5 |
 NS0239|---------------------------------------------------------------------|
 NS0239
 NS0239                          SUPERSEDED SURVEY CONTROL
 NS0239
 NS0239  NAD 83(1986)-  42 45 34.84670(N)    108 44 36.01810(W) AD(       ) 3
 NS0239  NAD 27      -  42 45 34.99500(N)    108 44 33.59300(W) AD(       ) 3
 NS0239
 NS0239.Superseded values are not recommended for survey control.
 NS0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0239.See file dsdata.txt to determine how the superseded data were derived.
 NS0239
 NS0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8465636598(NAD 83)
 NS0239_MARKER: DS = TRIANGULATION STATION DISK
 NS0239_SETTING: 80 = SET IN A BOULDER
 NS0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0239+STABILITY: SURFACE MOTION
 NS0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0239+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2003
 NS0239
 NS0239  HISTORY     - Date     Condition        Report By
 NS0239  HISTORY     - 1936     MONUMENTED       CGS
 NS0239  HISTORY     - 20030526 GOOD             GEOCAC
 NS0239
 NS0239                          STATION DESCRIPTION
 NS0239
 NS0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0239'ONE THOUSAND EIGHT HUNDRED AND EIGHTY-ONE FEET FROM STATION
 NS0239'LANDER (SEE DESCRIPTION THEREOF) N 75 DEG 23 MIN W.
 NS0239'ABOUT ON RANGE WITH WIND RIVER PEAK, AND 270 YARDS
 NS0239'WEST OF DRIFT FENCE ALONG SOUTHWEST EDGE OF SUMMIT.  MARKED
 NS0239'BY STANDARD DISK IN TOP OF BOULDER ABOUT 6 FEET
 NS0239'ABOVE SURROUNDING GROUND.
 NS0239
 NS0239                          STATION RECOVERY (2003)
 NS0239
 NS0239'RECOVERY NOTE BY GEOCACHING 2003 (RE)
 NS0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0237 ***********************************************************************
 NS0237  DESIGNATION -  LANDER B AND R HOSP SW COR STK
 NS0237  PID         -  NS0237
 NS0237  STATE/COUNTY-  WY/FREMONT
 NS0237  USGS QUAD   -  LANDER (1978)
 NS0237
 NS0237                         *CURRENT SURVEY CONTROL
 NS0237  ___________________________________________________________________
 NS0237* NAD 83(1993)-  42 49 26.60929(N)    108 43 54.65511(W)     ADJUSTED  
 NS0237* NAVD 88     -                                                        
 NS0237  ___________________________________________________________________
 NS0237  LAPLACE CORR-         -16.44  (seconds)                    DEFLEC99
 NS0237  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 NS0237
 NS0237  HORZ ORDER  -  THIRD
 NS0237
 NS0237.The horizontal coordinates were established by classical geodetic methods
 NS0237.and adjusted by the National Geodetic Survey in January 1997..
 NS0237
 NS0237
 NS0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0237
 NS0237.The geoid height was determined by GEOID03.
 NS0237
 NS0237;                    North         East     Units Scale Factor Converg.
 NS0237;SPC WYWC     -   258,109.598   601,484.203   MT  0.99993753   +0 00 44.4
 NS0237;UTM  12      - 4,743,772.251   685,403.648   MT  1.00002291   +1 32 32.0
 NS0237
 NS0237                          SUPERSEDED SURVEY CONTROL
 NS0237
 NS0237  NAD 83(1986)-  42 49 26.59664(N)    108 43 54.65289(W) AD(       ) 4
 NS0237  NAD 27      -  42 49 26.75000(N)    108 43 52.24000(W) AD(       ) 3
 NS0237
 NS0237.Superseded values are not recommended for survey control.
 NS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0237.See file dsdata.txt to determine how the superseded data were derived.
 NS0237
 NS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8540443772(NAD 83)
 NS0237_MARKER: 63 = STACK
 NS0237
 NS0237  HISTORY     - Date     Condition        Report By
 NS0237  HISTORY     - 1936     FIRST OBSERVED   CGS
 NS0237
 NS0237                          STATION DESCRIPTION
 NS0237
 NS0237'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0240 ***********************************************************************
 NS0240  DESIGNATION -  LANDER WYO ST SCH KITCHEN CUP
 NS0240  PID         -  NS0240
 NS0240  STATE/COUNTY-  WY/FREMONT
 NS0240  USGS QUAD   -  LANDER (1978)
 NS0240
 NS0240                         *CURRENT SURVEY CONTROL
 NS0240  ___________________________________________________________________
 NS0240* NAD 83(1993)-  42 50 30.83120(N)    108 42 37.96526(W)     ADJUSTED  
 NS0240* NAVD 88     -                                                        
 NS0240  ___________________________________________________________________
 NS0240  LAPLACE CORR-         -14.77  (seconds)                    DEFLEC99
 NS0240  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 NS0240
 NS0240  HORZ ORDER  -  THIRD
 NS0240
 NS0240.The horizontal coordinates were established by classical geodetic methods
 NS0240.and adjusted by the National Geodetic Survey in January 1997..
 NS0240
 NS0240
 NS0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0240
 NS0240.The geoid height was determined by GEOID03.
 NS0240
 NS0240;                    North         East     Units Scale Factor Converg.
 NS0240;SPC WYWC     -   260,091.841   603,225.160   MT  0.99993763   +0 01 36.6
 NS0240;UTM  12      - 4,745,800.456   687,091.204   MT  1.00003064   +1 33 26.0
 NS0240
 NS0240                          SUPERSEDED SURVEY CONTROL
 NS0240
 NS0240  NAD 83(1986)-  42 50 30.81827(N)    108 42 37.95992(W) AD(       ) 4
 NS0240  NAD 27      -  42 50 30.98000(N)    108 42 35.54000(W) AD(       ) 3
 NS0240
 NS0240.Superseded values are not recommended for survey control.
 NS0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0240.See file dsdata.txt to determine how the superseded data were derived.
 NS0240
 NS0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8709145800(NAD 83)
 NS0240_MARKER: 86 = CUPOLA
 NS0240
 NS0240  HISTORY     - Date     Condition        Report By
 NS0240  HISTORY     - 1936     FIRST OBSERVED   CGS
 NS0240
 NS0240                          STATION DESCRIPTION
 NS0240
 NS0240'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0381 ***********************************************************************
 OV0381  DESIGNATION -  LANDERS
 OV0381  PID         -  OV0381
 OV0381  STATE/COUNTY-  WY/JOHNSON
 OV0381  USGS QUAD   -  MAYOWORTH (1979)
 OV0381
 OV0381                         *CURRENT SURVEY CONTROL
 OV0381  ___________________________________________________________________
 OV0381* NAD 83(1993)-  43 52 01.55750(N)    106 45 20.36268(W)     ADJUSTED  
 OV0381* NAVD 88     -      1757.7    (meters)    5767.     (feet)  VERTCON   
 OV0381  ___________________________________________________________________
 OV0381  LAPLACE CORR-         -17.70  (seconds)                    DEFLEC99
 OV0381  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 OV0381
 OV0381  HORZ ORDER  -  THIRD
 OV0381  VERT ORDER  -  THIRD ? (See Below)
 OV0381
 OV0381.The horizontal coordinates were established by classical geodetic methods
 OV0381.and adjusted by the National Geodetic Survey in January 1997..
 OV0381
 OV0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0381.The vertical order pertains to the NGVD 29 superseded value.
 OV0381
 OV0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0381
 OV0381.The geoid height was determined by GEOID03.
 OV0381
 OV0381;                    North         East     Units Scale Factor Converg.
 OV0381;SPC WYEC     -   474,145.739   446,433.705   MT  0.99996401   +0 24 01.2
 OV0381;UTM  13      - 4,858,610.074   358,927.091   MT  0.99984478   -1 13 00.7
 OV0381
 OV0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0381!SPC WYEC     -   0.99972635  x   0.99996401  =   0.99969037
 OV0381!UTM  13      -   0.99972635  x   0.99984478  =   0.99957117
 OV0381
 OV0381:                Primary Azimuth Mark                     Grid Az
 OV0381:SPC WYEC     -  SAC                                      314 47 10.3
 OV0381:UTM  13      -  SAC                                      316 24 12.2
 OV0381
 OV0381|---------------------------------------------------------------------|
 OV0381| PID    Reference Object                     Distance      Geod. Az  |
 OV0381|                                                           dddmmss.s |
 OV0381| OV0380 SAC                                 APPROX. 9.7 KM 3151111.5 |
 OV0381|---------------------------------------------------------------------|
 OV0381
 OV0381                          SUPERSEDED SURVEY CONTROL
 OV0381
 OV0381  NAD 83(1986)-  43 52 01.54177(N)    106 45 20.33794(W) AD(       ) 3
 OV0381  NAD 27      -  43 52 01.64343(N)    106 45 18.14003(W) AD(       ) 3
 OV0381  NGVD 29 (07/19/86) 1756.8    (m)         5764.     (f) LEVELING    3  
 OV0381
 OV0381.Superseded values are not recommended for survey control.
 OV0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0381.See file dsdata.txt to determine how the superseded data were derived.
 OV0381
 OV0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ5892758610(NAD 83)
 OV0381
 OV0381  HISTORY     - Date     Condition        Report By
 OV0381  HISTORY     - 1958     MONUMENTED       USGS
 OV0381  HISTORY     - 1963     GOOD             USGS
 OV0381
 OV0381                          STATION DESCRIPTION
 OV0381
 OV0381'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 OV0381'STATION IS LOCATED ABOUT 3.5 MI. AIR NE. OF MAYOWORTH AND ABOUT 12.0
 OV0381'MI. AIR NW. OF KAYCEE WYOMING.
 OV0381'
 OV0381'TO REACH STATION FROM MAYOWORTH JUNCTION, FOLLOW COUNTY RD.N.3.0 MI.
 OV0381'TO A T-RD. E. AT BM 19 CFD 1958, THENCE 0.1 MI. E. TO CROSSTRAILS,
 OV0381'THENCE N. 0.6 MI. TO TRAIL JUNCTIONS,THENCE E. 0.7 MI. ALONG TRACK RD.
 OV0381'TO DIM TRAIL JUNCTION OF TRAIL S., TAKE TRAIL S. 0.5 MI. TO TOP OF
 OV0381'HILL AND STATION SITE.
 OV0381'
 OV0381'RECOVERED.
 OV0381'
 OV0381'STATION MARK - STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.2
 OV0381'FT. ABOVE GROUND STAMPED,---LANDERS 1958---.
 OV0381'
 OV0381'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1041 ***********************************************************************
 MO1041  DESIGNATION -  LANG
 MO1041  PID         -  MO1041
 MO1041  STATE/COUNTY-  WY/LARAMIE
 MO1041  USGS QUAD   -  CARPENTER (1991)
 MO1041
 MO1041                         *CURRENT SURVEY CONTROL
 MO1041  ___________________________________________________________________
 MO1041* NAD 83(1993)-  41 03 50.22505(N)    104 15 19.18650(W)     ADJUSTED  
 MO1041* NAVD 88     -      1627.     (meters)    5338.     (feet)  SCALED    
 MO1041  ___________________________________________________________________
 MO1041  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 MO1041  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 MO1041
 MO1041  HORZ ORDER  -  SECOND
 MO1041
 MO1041.The horizontal coordinates were established by classical geodetic methods
 MO1041.and adjusted by the National Geodetic Survey in January 1997..
 MO1041
 MO1041.The orthometric height was scaled from a topographic map.
 MO1041
 MO1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1041
 MO1041.The geoid height was determined by GEOID03.
 MO1041
 MO1041;                    North         East     Units Scale Factor Converg.
 MO1041;SPC WY E     -    63,022.901   276,597.017   MT  1.00000968   +0 35 55.3
 MO1041;SPC CO N     -   497,699.111 1,019,023.712   MT  1.00005760   +0 48 15.2
 MO1041;SPC CO N     - 1,632,867.83  3,343,246.96   sFT  1.00005760   +0 48 15.2
 MO1041;UTM  13      - 4,546,123.414   562,567.595   MT  0.99964818   +0 29 21.1
 MO1041
 MO1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1041!SPC WY E     -   0.99974770  x   1.00000968  =   0.99975738
 MO1041!SPC CO N     -   0.99974770  x   1.00005760  =   0.99980529
 MO1041!UTM  13      -   0.99974770  x   0.99964818  =   0.99939597
 MO1041
 MO1041|---------------------------------------------------------------------|
 MO1041| PID    Reference Object                     Distance      Geod. Az  |
 MO1041|                                                           dddmmss.s |
 MO1041| CP9816 LANG RM 1                            23.776 METERS 05908     |
 MO1041| CP9817 LANG RM 2                            33.783 METERS 14314     |
 MO1041| CP9815 LANG AZ MK RESET                                   1762417.0 |
 MO1041| CP9814 LANG AZ MK                                         1784439.3 |
 MO1041| MO1042 LANG RM 3                             9.450 METERS 23643     |
 MO1041| MO1039 BURNS MUNICIPAL TANK                APPROX.16.6 KM 3290742.6 |
 MO1041|---------------------------------------------------------------------|
 MO1041
 MO1041                          SUPERSEDED SURVEY CONTROL
 MO1041
 MO1041  NAD 83(1993)-  41 03 50.21715(N)    104 15 19.18460(W) AD(       ) 2
 MO1041  NAD 83(1986)-  41 03 50.21659(N)    104 15 19.18464(W) AD(       ) 2
 MO1041  NAD 27      -  41 03 50.27670(N)    104 15 17.34980(W) AD(       ) 2
 MO1041
 MO1041.Superseded values are not recommended for survey control.
 MO1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1041.See file dsdata.txt to determine how the superseded data were derived.
 MO1041
 MO1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6256846123(NAD 83)
 MO1041_MARKER: DS = TRIANGULATION STATION DISK
 MO1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1041
 MO1041  HISTORY     - Date     Condition        Report By
 MO1041  HISTORY     - 1960     MONUMENTED       CGS
 MO1041  HISTORY     - 1963     GOOD             CGS
 MO1041  HISTORY     - 1972     GOOD             LOCSUR
 MO1041
 MO1041                          STATION DESCRIPTION
 MO1041
 MO1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1041'THE STATION IS LOCATED, AIRLINE, ABOUT 8 MILES SOUTH OF EGBERT
 MO1041'AND ABOUT 7 MILES EAST-NORTHEAST OF CARPENTER, ON LAND OWNED
 MO1041'BY MR. S.N. LANG.
 MO1041'
 MO1041'TO REACH THE STATION FROM THE POST OFFICE IN BURNS, GO SOUTH
 MO1041'FOR 3.0 MILES TO U.S. HIGHWAY 30.  TURN LEFT ONTO THE HIGHWAY
 MO1041'AND GO EAST FOR 5.5 MILES.  TURN RIGHT OFF THE HIGHWAY, AT THE
 MO1041'CROSS-ROAD AND GO SOUTH FOR 6.5 MILES TO A FARM HOUSE ON
 MO1041'THE LEFT AND THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD.
 MO1041'IT IS ABOUT 250 FEET NORTHWEST OF THE FARM HOUSE.
 MO1041'
 MO1041'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.4
 MO1041'MILE TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE ROAD
 MO1041'
 MO1041'THE STATION IS A STANDARD DISK STAMPED LANG 1960 SET IN
 MO1041'TOP OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 16
 MO1041'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 38 FEET WEST OF
 MO1041'THE CENTER OF THE ROAD.
 MO1041'
 MO1041'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LANG
 MO1041'NO 1 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MO1041'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT
 MO1041'2 FEET HIGHER THAN THE STATION.  IT IS 27 FEET EAST OF THE
 MO1041'CENTER OF THE ROAD.
 MO1041'
 MO1041'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LANG NO
 MO1041'2 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MO1041'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT 2 FEET
 MO1041'HIGHER THAN THE STATION.  IT IS 27 FEET EAST OF THE CENTER
 MO1041'OF THE ROAD.
 MO1041'
 MO1041'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LANG 1960 SET
 MO1041'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MO1041'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 27 FEET EAST OF THE
 MO1041'CENTER OF THE ROAD, 50 FEET SOUTH OF A TELEPHONE POLE AND
 MO1041'4 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 MO1041'
 MO1041'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 MO1041
 MO1041                          STATION RECOVERY (1963)
 MO1041
 MO1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1041'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED
 MO1041'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 MO1041'RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED DURING ROAD
 MO1041'WIDENING OPERATIONS.  A NEW AZIMUTH MARK WAS ESTABLISHED BY
 MO1041'THIS PARTY.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 MO1041'MARKS WERE VERIFIED.
 MO1041'
 MO1041'A TOWER COULD NOT BE BUILT OVER THE STATION DUE TO POWER
 MO1041'LINES SO A REFERENCE MARK NO. 3 WAS ESTABLISHED AND USED AS
 MO1041'A STATION.
 MO1041'
 MO1041'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 MO1041'
 MO1041'THE STATION IS AT THE NORTHEAST CORNER OF A CULTIVATED FIELD,
 MO1041'12-3/4 MILES SOUTHWEST OF PINE BLUFFS, 10-1/2 MILES SOUTHEAST
 MO1041'OF BURNS, 5-1/2 MILES EAST AND 1-1/4 MILES NORTH OF CARPENTER,
 MO1041'AND ON PROPERTY OWNED BY MR. S.N. LANG.
 MO1041'
 MO1041'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MO1041'30 AND MAIN STREET IN PINE BLUFFS, GO WESTERLY ON HIGHWAY
 MO1041'30 FOR 10.75 MILES TO A CROSSROAD WHICH IS ABOUT 1/2 MILE
 MO1041'SOUTH OF EGBERT.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD
 MO1041'FOR 6.1 MILES TO A CROSSROAD.  CONTINUE SOUTH ON THE GRAVEL
 MO1041'ROAD FOR 0.5 MILE TO A WOODEN GATE ON THE LEFT, A FIELD APPROACH
 MO1041'ROAD AND THE STATION ON THE RIGHT.
 MO1041'
 MO1041'THE STATION MARK IS A STANDARD DISK STAMPED LANG 1960, SET
 MO1041'IN A SQUARE CONCRETE POST 16 INCHES BELOW THE SURFACE OF
 MO1041'THE GROUND.  IT IS 66 FEET WEST OF A POWER POLE WHICH IS AT
 MO1041'THE SOUTH END OF THE WOODEN GATE, 37.5 FEET WEST OF THE
 MO1041'CENTER OF THE GRAVEL ROAD, 32.5 FEET NORTHEAST OF A METAL
 MO1041'WITNESS POST, 20 FEET NORTHWEST OF THE CENTER OF THE FIELD
 MO1041'APPROACH, AND 8 FEET SOUTH OF AN OLD FENCE LINE.  THE
 MO1041'UNDERGROUND DISK WAS NOT INSPECTED.
 MO1041'
 MO1041'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LANG NO 1 1960,
 MO1041'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MO1041'IT IS 33 FEET NORTH OF THE POWER POLE WHICH IS AT THE SOUTH
 MO1041'END OF THE WOODEN GATE, 29 FEET EAST OF THE CENTER OF THE
 MO1041'GRAVEL ROAD, AND 1 FOOT WEST OF A FENCE.
 MO1041'
 MO1041'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LANG NO 2 1960,
 MO1041'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MO1041'IT IS 95.5 FEET SOUTH OF THE POWER POLE WHICH IS AT THE SOUTH
 MO1041'END OF THE WOODEN GATE, 75.5 FEET NORTH OF A POWER POLE WITH
 MO1041'A TRANSFORMER WHICH IS AT THE NORTH EDGE OF A DRIVEWAY, 31
 MO1041'FEET EAST OF THE CENTER OF THE GRAVEL ROAD, AND 1 FOOT WEST
 MO1041'OF THE FENCE.
 MO1041'
 MO1041'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LANG NO 3 1960,
 MO1041'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MO1041'IT IS 63.5 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 27
 MO1041'FEET SOUTH OF AN OLD FENCE LINE, AND 1.5 FEET EAST OF A METAL
 MO1041'WITNESS POST.  AN UNDERGROUND REFERENCE MARK DISK, STAMPED LANG
 MO1041'NO 3 1960, WAS SET 44 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1041'(THIS REFERENCE MARK WAS USED AS A STATION)
 MO1041'
 MO1041'AZIMUTH MARK, A STANDARD DISK STAMPED LANG 1960 RESET 1963,
 MO1041'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 MO1041'IS 141 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 30 FEET
 MO1041'NORTH OF THE CENTER OF A SECTION LINE ROAD, 2.5 FEET WEST OF
 MO1041'A METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 MO1041'
 MO1041'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MO1041'GRAVEL ROAD FOR 0.45 MILE TO A SECTION LINE ROAD AND THE
 MO1041'AZIMUTH MARK ON THE LEFT, IN THE NORTHEAST ANGLE OF THE
 MO1041'INTERSECTION.
 MO1041'
 MO1041'NOTE--REFERENCE MARKS NOS. 1 AND 2 WERE MEASURED WITH 5 KG.
 MO1041'TAPE TENSION.
 MO1041'
 MO1041'REFERENCE MARK NO. 3 WAS TRAVERSED TO.
 MO1041
 MO1041                          STATION RECOVERY (1972)
 MO1041
 MO1041'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (RLH)
 MO1041'STATION RECOVERED BY R.L. HUDSON, LAND SURVEYOR.
 MO1041'
 MO1041'LANG 1960-FOUND UNDISTURBED, IN GOOD CONDITION.
 MO1041'
 MO1041'MARKER IS APPROXIMATELY 1 FT BELOW GROUND SURFACE AT EDGE
 MO1041'OF CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1042 ***********************************************************************
 MO1042  DESIGNATION -  LANG RM 3
 MO1042  PID         -  MO1042
 MO1042  STATE/COUNTY-  WY/LARAMIE
 MO1042  USGS QUAD   -  CARPENTER (1991)
 MO1042
 MO1042                         *CURRENT SURVEY CONTROL
 MO1042  ___________________________________________________________________
 MO1042* NAD 83(1993)-  41 03 50.05695(N)    104 15 19.52486(W)     ADJUSTED  
 MO1042* NAVD 88     -      1627.     (meters)    5338.     (feet)  SCALED    
 MO1042  ___________________________________________________________________
 MO1042  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 MO1042  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 MO1042
 MO1042  HORZ ORDER  -  SECOND
 MO1042
 MO1042.The horizontal coordinates were established by classical geodetic methods
 MO1042.and adjusted by the National Geodetic Survey in January 1997..
 MO1042
 MO1042.The orthometric height was scaled from a topographic map.
 MO1042
 MO1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1042
 MO1042.The geoid height was determined by GEOID03.
 MO1042
 MO1042;                    North         East     Units Scale Factor Converg.
 MO1042;SPC WY E     -    63,017.633   276,589.171   MT  1.00000967   +0 35 55.0
 MO1042;SPC CO N     -   497,693.815 1,019,015.885   MT  1.00005759   +0 48 15.0
 MO1042;SPC CO N     - 1,632,850.46  3,343,221.28   sFT  1.00005759   +0 48 15.0
 MO1042;UTM  13      - 4,546,118.163   562,559.742   MT  0.99964817   +0 29 20.9
 MO1042
 MO1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1042!SPC WY E     -   0.99974770  x   1.00000967  =   0.99975737
 MO1042!SPC CO N     -   0.99974770  x   1.00005759  =   0.99980528
 MO1042!UTM  13      -   0.99974770  x   0.99964817  =   0.99939596
 MO1042
 MO1042|---------------------------------------------------------------------|
 MO1042| PID    Reference Object                     Distance      Geod. Az  |
 MO1042|                                                           dddmmss.s |
 MO1042| MO1041 LANG                                  9.450 METERS 05643     |
 MO1042| CP9815 LANG AZ MK RESET                                   1754826.9 |
 MO1042| MO1039 BURNS MUNICIPAL TANK                APPROX.16.6 KM 3290939.3 |
 MO1042|---------------------------------------------------------------------|
 MO1042
 MO1042                          SUPERSEDED SURVEY CONTROL
 MO1042
 MO1042  NAD 83(1993)-  41 03 50.04905(N)    104 15 19.52296(W) AD(       ) 2
 MO1042  NAD 83(1986)-  41 03 50.04852(N)    104 15 19.52295(W) AD(       ) 2
 MO1042  NAD 27      -  41 03 50.10860(N)    104 15 17.68820(W) AD(       ) 2
 MO1042
 MO1042.Superseded values are not recommended for survey control.
 MO1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1042.See file dsdata.txt to determine how the superseded data were derived.
 MO1042
 MO1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6256046118(NAD 83)
 MO1042_MARKER: DS = TRIANGULATION STATION DISK
 MO1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1042+STABILITY: SURFACE MOTION
 MO1042
 MO1042  HISTORY     - Date     Condition        Report By
 MO1042  HISTORY     - 1963     MONUMENTED       CGS
 MO1042  HISTORY     - 1972     GOOD             LOCSUR
 MO1042
 MO1042                          STATION DESCRIPTION
 MO1042
 MO1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1042'THE STATION IS NEAR THE NORTHEAST CORNER OF A CULTIVATED
 MO1042'FIELD, 12-3/4 MILES SOUTHWEST OF PINE BLUFFS, 10-1/2 MILES
 MO1042'SOUTHEAST OF BURNS, 5-1/2 MILES EAST AND 1-1/4 MILE NORTH OF
 MO1042'CARPENTER, AND ON PROPERTY OWNED BY MR. S.N. LANG.
 MO1042'
 MO1042'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 MO1042'30 AND MAIN STREET IN PINE BLUFFS, GO WESTERLY ON HIGHWAY
 MO1042'30 FOR 10.75 MILES TO A CROSSROAD WHICH IS ABOUT 1/2 MILE
 MO1042'SOUTH OF EGBERT.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD
 MO1042'FOR 6.1 MILES TO A CROSSROAD.  CONTINUE SOUTH ON THE GRAVEL
 MO1042'ROAD FOR 0.5 MILE TO A WOODEN GATE ON THE LEFT, A FIELD APPROACH
 MO1042'ROAD AND THE STATION ON THE RIGHT.
 MO1042'
 MO1042'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 MO1042'LANG NO 3 1960.  THE SURFACE DISK IS SET IN A SQUARE CONCRETE
 MO1042'POST WHICH PROJECTS 2 INCHES.  IT IS 63.5 FEET WEST OF THE
 MO1042'CENTER OF THE GRAVEL ROAD, 27 FEET SOUTH OF AN OLD FENCE LINE,
 MO1042'AND 1.5 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 MO1042'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW
 MO1042'THE SURFACE OF THE GROUND.
 MO1042'
 MO1042'AZIMUTH MARK, A STANDARD DISK STAMPED LANG 1960 RESET 1963,
 MO1042'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 MO1042'IT IS 141 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 30
 MO1042'FEET NORTH OF THE CENTER OF A SECTION LINE ROAD, 2.5 FEET
 MO1042'WEST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 MO1042'
 MO1042'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MO1042'GRAVEL ROAD FOR 0.45 MILE TO A SECTION LINE ROAD ON THE LEFT
 MO1042'AND THE AZIMUTH MARK ON THE LEFT, IN THE NORTHEAST ANGLE OF
 MO1042'THE INTERSECTION.
 MO1042'
 MO1042'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 MO1042
 MO1042                          STATION RECOVERY (1972)
 MO1042
 MO1042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (RLH)
 MO1042'STATION RECOVERED BY R.L. HUDSON, LAND SURVEYOR.
 MO1042'
 MO1042'LANG R.M. 3-FOUND UNDISTURBED, IN GOOD CONDITION.
 MO1042'
 MO1042'MARKER LOCATED AT EDGE OF CULTIVATED FIELD, POST AND SIGN
 MO1042'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1345 ***********************************************************************
 MO1345  SACS        -  This is a Secondary Airport Control Station.
 MO1345  DESIGNATION -  LAR ARP
 MO1345  PID         -  MO1345
 MO1345  STATE/COUNTY-  WY/ALBANY
 MO1345  USGS QUAD   -  LARAMIE SW (1978)
 MO1345
 MO1345                         *CURRENT SURVEY CONTROL
 MO1345  ___________________________________________________________________
 MO1345* NAD 83(1993)-  41 18 48.40409(N)    105 40 25.07523(W)     ADJUSTED  
 MO1345* NAVD 88     -      2216.94   (meters)    7273.4    (feet)  GPS OBS   
 MO1345  ___________________________________________________________________
 MO1345  X           -  -1,296,576.631 (meters)                     COMP
 MO1345  Y           -  -4,620,880.473 (meters)                     COMP
 MO1345  Z           -   4,190,088.289 (meters)                     COMP
 MO1345  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 MO1345  ELLIP HEIGHT-        2205.49  (meters)          (04/29/02) GPS OBS
 MO1345  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 MO1345
 MO1345  HORZ ORDER  -  FIRST
 MO1345  ELLP ORDER  -  FOURTH    CLASS I
 MO1345
 MO1345.This mark is at Laramie Regional Airport (LAR)
 MO1345
 MO1345.The horizontal coordinates were established by GPS observations
 MO1345.and adjusted by the National Geodetic Survey in April 2002..
 MO1345
 MO1345.The orthometric height was determined by GPS observations and a
 MO1345.high-resolution geoid model.
 MO1345
 MO1345.GPS derived orthometric heights for airport stations designated as
 MO1345.PACS or SACS are published to 2 decimal places.  This maintains
 MO1345.centimeter relative accuracy between the PACS and SACS.  It does
 MO1345.not indicate centimeter accuracy relative to other marks which are
 MO1345.part of the NAVD 88 network.
 MO1345
 MO1345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO1345
 MO1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1345
 MO1345.The ellipsoidal height was determined by GPS observations
 MO1345.and is referenced to NAD 83.
 MO1345
 MO1345.The geoid height was determined by GEOID03.
 MO1345
 MO1345;                    North         East     Units Scale Factor Converg.
 MO1345;SPC WY E     -    90,453.181   157,551.665   MT  0.99995967   -0 20 04.9
 MO1345;UTM  13      - 4,573,772.271   443,615.587   MT  0.99963913   -0 26 41.0
 MO1345
 MO1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1345!SPC WY E     -   0.99965418  x   0.99995967  =   0.99961386
 MO1345!UTM  13      -   0.99965418  x   0.99963913  =   0.99929343
 MO1345
 MO1345:                Primary Azimuth Mark                     Grid Az
 MO1345:SPC WY E     -  FAA LAR A                                232 16 23.0
 MO1345:UTM  13      -  FAA LAR A                                232 22 59.1
 MO1345
 MO1345|---------------------------------------------------------------------|
 MO1345| PID    Reference Object                     Distance      Geod. Az  |
 MO1345|                                                           dddmmss.s |
 MO1345| MO1346 FAA LAR A                           454.925 METERS 2315618.1 |
 MO1345|---------------------------------------------------------------------|
 MO1345
 MO1345                          SUPERSEDED SURVEY CONTROL
 MO1345
 MO1345  NAD 83(1993)-  41 18 48.40385(N)    105 40 25.07554(W) AD(       ) 3
 MO1345  NAD 83(1986)-  41 18 48.38804(N)    105 40 25.07490(W) AD(       ) 3
 MO1345  NGVD 29 (01/15/93) 2215.9    (m)         7270.     (f) GPS OBS        
 MO1345
 MO1345.Superseded values are not recommended for survey control.
 MO1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1345.See file dsdata.txt to determine how the superseded data were derived.
 MO1345
 MO1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4361673772(NAD 83)
 MO1345_MARKER: DT = TOPOGRAPHIC STATION DISK
 MO1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1345_SP_SET: CLAY TILE IN EARTH
 MO1345_STAMPING: ARP 1962
 MO1345_MARK LOGO: CGS   
 MO1345_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1345+STABILITY: SURFACE MOTION
 MO1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO1345+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 MO1345
 MO1345  HISTORY     - Date     Condition        Report By
 MO1345  HISTORY     - 1962     MONUMENTED       CGS
 MO1345  HISTORY     - 19920904 GOOD             NGS
 MO1345  HISTORY     - 19930630 GOOD             NGS
 MO1345  HISTORY     - 20010730 GOOD             NGS
 MO1345  HISTORY     - 20020616 GOOD             NGS
 MO1345
 MO1345                          STATION DESCRIPTION
 MO1345
 MO1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 MO1345'STATION IS LOCATED ABOUT 7 KM (4.3 MI) WEST OF LARAMIE, AT THE GENERAL
 MO1345'BREES FIELD AIRPORT, IN THE WEST ANGLE OF THE JUNCTION OF RUNWAYS
 MO1345'12-30 AND 3-21.  OWNERSHIP--CITY OF LARAMIE AND ALBANY COUNTY,
 MO1345'LARAMIE , WY 82070.  BUSINESS MANAGER IS JACK SKINNER, OPERATIONS
 MO1345'MANAGER IS MIKE SMITH, PHONE 307-742-4164.
 MO1345'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 MO1345'AND STATE HIGHWAYS 130 AND 230 (EXIT 311) ON THE WEST SIDE OF
 MO1345'LARAMIE, GO WEST ON HIGHWAYS 130 AND 230 FOR 1.17 KM (0.73 MI) TO A
 MO1345'FORK.  TURN RIGHT, NORTHERLY, ON HIGHWAY 130 FOR 4.50 KM (2.80 MI) TO
 MO1345'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHERLY, ON ROAD FOR
 MO1345'0.75 KM (0.47 MI) TO ROAD END AT PARKING LOT AND TERMINAL BUILDING ON
 MO1345'THE LEFT. AIRPORT PERSONNEL WILL DIRECT YOU TO THE STATION.
 MO1345'STATION MARK IS SET IN THE TOP OF A 15 CM ROUND CONCRETE POST IN TILE
 MO1345'15 CM BELOW GROUND IN AN OPEN HOLE.  IT IS 30.4 M (99.7 FT) SOUTHWEST
 MO1345'FROM THE EDGE OF RUNWAY 12-30, 45.8 M (150.3 FT) SOUTH FROM THE
 MO1345'CENTER OF THE ILLUMINATED C TAXI SIGN, 24.5 M (80.4 FT) WEST FROM
 MO1345'THE CURVED RUNWAY EDGE, AND 28.6 WEST FROM A RUNWAY LIGHT.
 MO1345
 MO1345                          STATION RECOVERY (1993)
 MO1345
 MO1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MO1345'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT, IN THE WEST
 MO1345'QUADRANT OF THE RUNWAY INTERSECTION, 64.4 FT.  (19.6 M) NW OF THE
 MO1345'FIRST RUNWAY LIGHT SW OF THE INTERSECTION OF THE RUNWAYS, 93.6 FT.
 MO1345'(28.5 M) S OF THE FIRST RUNWAY LIGHT NW OF THE INTERSECTION OF THE
 MO1345'RUNWAYS.  THE MARK IS ABOUT .5 FOOT (15.2 CM) UNDERGROUND AND ONE FOOT
 MO1345'NE OF A WITNESS POST.
 MO1345
 MO1345                          STATION RECOVERY (2001)
 MO1345
 MO1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 MO1345'THE STATION IS LOCATED ABOUT 4 MI WEST OF LARAMIE AT THE
 MO1345'LARAMIEREGIONAL/GENERAL BREES AIRPORT, NEARMIDFIELD, AND IN THE
 MO1345'WEST QUADRANT OF THE JUNCTION OF THE RUNWAYS. OWNERSHIP--CITY OF
 MO1345'LARAMIE AND ALBANY COUNTY, P.O. BOX 22 A, LARAMIE, WY 82878.  AIRPORT
 MO1345'MANAGER IS JACK SKINNER.  OPERATIONS MANAGER IS MIKE SMITH.  PHONE
 MO1345'307-742-4164.  CONTACT THEM FOR PERMISSION TO OCCUPY THIS STATION
 MO1345'AND ACCESS ONTO THE AIRFIELD.
 MO1345'TO REACH FROM THE UNDERPASS AT JUNCTION AT THE OF INTERSTATE
 MO1345'HIGHWAY 80 AND STATE HIGHWAYS 130 AND 230 (EXIT 311) ON THE WEST
 MO1345'SIDE OF LARAMIE, GO WEST ON HIGHWAYS 130 AND 230 FOR 0.75 MI TO A
 MO1345'FORK.  TURN RIGHT, NORTHERLY, ON HIGHWAY 130 FOR 2.8 MI TO THE
 MO1345'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHERLY, FOR 0.7 MI TO A
 MO1345'ROAD LEADING PAST THE BEACON.  TURN LEFT, EAST, ON THE ROAD FOR 0.1
 MO1345'MI TO A LOCKED GATE AT THE APRON.  PASS THROUGH THE GATE, THEN
 MO1345'TURN RIGHT, SOUTHWEST, ACROSS THE APRON FOR 0.1 TO TAXI B.  TURN
 MO1345'LEFT, SOUTH, THEN SOUTHWEST, ALONG TAXI B FOR 0.35 MI TO THE STATION
 MO1345'ON THE LEFT JUST AFTER CROSSING RUNWAY 12-30.
 MO1345'THE PREVIOUS MEASUREMENTS ARE GOOD.
 MO1345'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 MO1345' 
 MO1345' 
 MO1345'
 MO1345
 MO1345                          STATION RECOVERY (2002)
 MO1345
 MO1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ED)
 MO1345'RECOVERED AS DESCRIBED
 MO1345' 
 MO1345'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ9031 ***********************************************************************
 AJ9031  SACS        -  This is a Secondary Airport Control Station.
 AJ9031  DESIGNATION -  LAR B
 AJ9031  PID         -  AJ9031
 AJ9031  STATE/COUNTY-  WY/ALBANY
 AJ9031  USGS QUAD   -  LARAMIE SW (1978)
 AJ9031
 AJ9031                         *CURRENT SURVEY CONTROL
 AJ9031  ___________________________________________________________________
 AJ9031* NAD 83(1993)-  41 19 04.58159(N)    105 40 10.54535(W)     ADJUSTED  
 AJ9031* NAVD 88     -      2216.48   (meters)    7271.9    (feet)  GPS OBS   
 AJ9031  ___________________________________________________________________
 AJ9031  X           -  -1,296,162.001 (meters)                     COMP
 AJ9031  Y           -  -4,620,654.098 (meters)                     COMP
 AJ9031  Z           -   4,190,462.956 (meters)                     COMP
 AJ9031  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AJ9031  ELLIP HEIGHT-        2205.02  (meters)          (04/29/02) GPS OBS
 AJ9031  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 AJ9031
 AJ9031  HORZ ORDER  -  FIRST
 AJ9031  ELLP ORDER  -  FOURTH    CLASS I
 AJ9031
 AJ9031.This mark is at Laramie Regional Airport (LAR)
 AJ9031
 AJ9031.The horizontal coordinates were established by GPS observations
 AJ9031.and adjusted by the National Geodetic Survey in April 2002..
 AJ9031
 AJ9031.The orthometric height was determined by GPS observations and a
 AJ9031.high-resolution geoid model.
 AJ9031
 AJ9031.GPS derived orthometric heights for airport stations designated as
 AJ9031.PACS or SACS are published to 2 decimal places.  This maintains
 AJ9031.centimeter relative accuracy between the PACS and SACS.  It does
 AJ9031.not indicate centimeter accuracy relative to other marks which are
 AJ9031.part of the NAVD 88 network.
 AJ9031
 AJ9031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ9031
 AJ9031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ9031
 AJ9031.The ellipsoidal height was determined by GPS observations
 AJ9031.and is referenced to NAD 83.
 AJ9031
 AJ9031.The geoid height was determined by GEOID03.
 AJ9031
 AJ9031;                    North         East     Units Scale Factor Converg.
 AJ9031;SPC WY E     -    90,950.262   157,892.500   MT  0.99995931   -0 19 55.4
 AJ9031;UTM  13      - 4,574,268.538   443,957.267   MT  0.99963865   -0 26 31.6
 AJ9031
 AJ9031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ9031!SPC WY E     -   0.99965425  x   0.99995931  =   0.99961358
 AJ9031!UTM  13      -   0.99965425  x   0.99963865  =   0.99929303
 AJ9031
 AJ9031                          SUPERSEDED SURVEY CONTROL
 AJ9031
 AJ9031.No superseded survey control is available for this station.
 AJ9031
 AJ9031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4395774269(NAD 83)
 AJ9031_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ9031_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ9031+WITH SETTING: PAVEMENT
 AJ9031_SP_SET: CONCRETE OF SEWER
 AJ9031_STAMPING: LAR B 2001
 AJ9031_MARK LOGO: NGS   
 AJ9031_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ9031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ9031+STABILITY: SURFACE MOTION
 AJ9031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9031+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2002
 AJ9031
 AJ9031  HISTORY     - Date     Condition        Report By
 AJ9031  HISTORY     - 2001     MONUMENTED       NGS
 AJ9031  HISTORY     - 20020616 GOOD             NGS
 AJ9031
 AJ9031                          STATION DESCRIPTION
 AJ9031
 AJ9031'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ9031'THE STATION IS LOCATED ABOUT 4 MI WEST OF LARAMIE AT THE
 AJ9031'LARAMIEREGIONAL/GENERAL BREES AIRPORT, NEARMIDFIELD, AND IN THE
 AJ9031'WEST QUADRANT OF THE JUNCTION OF THE RUNWAYS. OWNERSHIP--CITY OF
 AJ9031'LARAMIE AND ALBANY COUNTY, P.O. BOX 22 A, LARAMIE, WY 82878.  AIRPORT
 AJ9031'MANAGER IS JACK SKINNER.  OPERATIONS MANAGER IS MIKE SMITH.  PHONE
 AJ9031'307-742-4164.  CONTACT THEM FOR PERMISSION TO OCCUPY THIS STATION
 AJ9031'AND ACCESS ONTO THE AIRFIELD.
 AJ9031'TO REACH FROM THE UNDERPASS AT JUNCTION AT THE OF INTERSTATE
 AJ9031'HIGHWAY 80 AND STATE HIGHWAYS 130 AND 230 (EXIT 311) ON THE WEST
 AJ9031'SIDE OF LARAMIE, GO WEST ON HIGHWAYS 130 AND 230 FOR 0.75 MI TO A
 AJ9031'FORK.  TURN RIGHT, NORTHERLY, ON HIGHWAY 130 FOR 2.8 MI TO THE
 AJ9031'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTHERLY, FOR 0.7 MI TO A
 AJ9031'ROAD LEADING PAST THE BEACON.  TURN LEFT, EAST, ON THE ROAD FOR 0.1
 AJ9031'MI TO A LOCKED GATE AT THE APRON.  PASS THROUGH THE GATE, THEN
 AJ9031'TURN RIGHT, SOUTHWEST, ACROSS THE APRON FOR 0.1 TO TAXI B.  TURN
 AJ9031'LEFT, SOUTH, THEN SOUTHWEST, ALONG TAXI B FOR 50 M TO THE STATION
 AJ9031'ON THE LEFT JUST AFTER PASSING TAXI F ON THE RIGHT.
 AJ9031'THE STATION IS SET IN THE TOP OF THE NORTHEAST CORNER OF A 3 FT
 AJ9031'SQUARE CONCRETE AND STEEL ELECTRICAL VAULT SET FLUSH WITH THE
 AJ9031'GROUND.  IT IS 270.3 FT NORTHWEST OF THE EDGE OF RUNWAY 3-21, 146.0
 AJ9031'FT NORTH-NORTHEAST OF THE CENTER OF A SIGN FOR TAXIS C AND B, 128.5
 AJ9031'FT SOUTH-SOUTHEAST OF THE CENTER OF A SIGN FOR RUNWAYS 3, 21 AND
 AJ9031'30, 94.0 FT EAST OF THE CENTER OF TAXI B, 72.7 DT SOUTH OF THE
 AJ9031'EXTENDED CENTER OF TAXI F, AND 1.8 FT NORTHEAST OF THE CENTER OF
 AJ9031'THE MANHOLE COVER.
 AJ9031'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ9031' 
 AJ9031' 
 AJ9031' 
 AJ9031'
 AJ9031
 AJ9031                          STATION RECOVERY (2002)
 AJ9031
 AJ9031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ED)
 AJ9031'RECOVERED AS DESCRIBED
 AJ9031'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0594 ***********************************************************************
 MO0594  CBN         -  This is a Cooperative Base Network Control Station.
 MO0594  DESIGNATION -  LARAMIE
 MO0594  PID         -  MO0594
 MO0594  STATE/COUNTY-  WY/ALBANY
 MO0594  USGS QUAD   -  LARAMIE (1978)
 MO0594
 MO0594                         *CURRENT SURVEY CONTROL
 MO0594  ___________________________________________________________________
 MO0594* NAD 83(1993)-  41 20 07.63911(N)    105 35 11.93753(W)     ADJUSTED  
 MO0594* NAVD 88     -      2213.896  (meters)    7263.42   (feet)  ADJUSTED  
 MO0594  ___________________________________________________________________
 MO0594  X           -  -1,289,125.551 (meters)                     COMP
 MO0594  Y           -  -4,621,286.022 (meters)                     COMP
 MO0594  Z           -   4,191,922.595 (meters)                     COMP
 MO0594  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MO0594  ELLIP HEIGHT-        2202.41  (meters)          (09/07/01) GPS OBS
 MO0594  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0594  DYNAMIC HT  -        2211.997 (meters)    7257.19  (feet)  COMP
 MO0594  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 MO0594
 MO0594  HORZ ORDER  -  B
 MO0594  VERT ORDER  -  FIRST     CLASS II
 MO0594  ELLP ORDER  -  FOURTH    CLASS I
 MO0594
 MO0594.The horizontal coordinates were established by GPS observations
 MO0594.and adjusted by the National Geodetic Survey in October 1994..
 MO0594
 MO0594.The orthometric height was determined by differential leveling
 MO0594.and adjusted by the National Geodetic Survey in June 1991..
 MO0594
 MO0594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO0594
 MO0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0594
 MO0594.The ellipsoidal height was determined by GPS observations
 MO0594.and is referenced to NAD 83.
 MO0594
 MO0594.The geoid height was determined by GEOID03.
 MO0594
 MO0594.The dynamic height is computed by dividing the NAVD 88
 MO0594.geopotential number by the normal gravity value computed on the
 MO0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0594.degrees latitude (g = 980.6199 gals.).
 MO0594
 MO0594.The modeled gravity was interpolated from observed gravity values.
 MO0594
 MO0594;                    North         East     Units Scale Factor Converg.
 MO0594;SPC WY E     -    92,858.547   164,846.598   MT  0.99995270   -0 16 38.6
 MO0594;UTM  13      - 4,576,162.850   450,912.778   MT  0.99962965   -0 23 14.9
 MO0594
 MO0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0594!SPC WY E     -   0.99965466  x   0.99995270  =   0.99960738
 MO0594!UTM  13      -   0.99965466  x   0.99962965  =   0.99928444
 MO0594
 MO0594|---------------------------------------------------------------------|
 MO0594| PID    Reference Object                     Distance      Geod. Az  |
 MO0594|                                                           dddmmss.s |
 MO0594| MO0595 LARAMIE RM 1                         24.036 METERS 03215     |
 MO0594| MO0592 LARAMIE RM 2 AZIMUTH                               1525159.3 |
 MO0594| MO1257 LARAMIE UNIV OF WYO STACK           APPROX. 2.3 KM 1724217.3 |
 MO0594| MO1259 LARAMIE CEMENT PLANT STACK          APPROX. 7.5 KM 1904449.8 |
 MO0594| MO1260 LARAMIE THIRD STREET CHURCH         APPROX. 2.6 KM 1915154.3 |
 MO0594| MO1256 LARAMIE POWERHOUSE STACK            APPROX. 2.3 KM 1972342.8 |
 MO0594| CQ3714 ROUTE 152 STA 18+50 100LT                          2145520.0 |
 MO0594| MO1255 LARAMIE STAND OIL REFIN W STK       APPROX. 1.9 KM 2164446.7 |
 MO0594| MO1263 LARAMIE AIRPORT BEACON              APPROX. 7.2 KM 2562450.5 |
 MO0594| MO0593 LARAMIE RM 3                         23.782 METERS 30152     |
 MO0594|---------------------------------------------------------------------|
 MO0594
 MO0594                          SUPERSEDED SURVEY CONTROL
 MO0594
 MO0594  ELLIP H (10/19/94) 2202.43   (m)                       GP(       ) 4 1
 MO0594  NAD 83(1986)-  41 20 07.62453(N)    105 35 11.93677(W) AD(       ) 2
 MO0594  NAD 27      -  41 20 07.70700(N)    105 35 09.98700(W) AD(       ) 2
 MO0594  NAVD 88 (10/19/94) 2213.90   (m)         7263.4    (f) LEVELING    3  
 MO0594  NGVD 29 (??/??/92) 2212.861  (m)         7260.03   (f) ADJ UNCH    1 2
 MO0594
 MO0594.Superseded values are not recommended for survey control.
 MO0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0594.See file dsdata.txt to determine how the superseded data were derived.
 MO0594
 MO0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5091376163(NAD 83)
 MO0594_MARKER: DS = TRIANGULATION STATION DISK
 MO0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0594_SP_SET: CONCRETE POST
 MO0594_STAMPING: LARAMIE 1933
 MO0594_MARK LOGO: CGS   
 MO0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0594+STABILITY: SURFACE MOTION
 MO0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0594+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2001
 MO0594
 MO0594  HISTORY     - Date     Condition        Report By
 MO0594  HISTORY     - 1933     MONUMENTED       CGS
 MO0594  HISTORY     - 1948     GOOD             CGS
 MO0594  HISTORY     - 1956     GOOD             CGS
 MO0594  HISTORY     - 1956     GOOD             NGS
 MO0594  HISTORY     - 1962     GOOD             USGS
 MO0594  HISTORY     - 1977     GOOD             NGS
 MO0594  HISTORY     - 1983     GOOD             NGS
 MO0594  HISTORY     - 19920818 GOOD             NGS
 MO0594  HISTORY     - 19920830 POOR             USPSQD
 MO0594  HISTORY     - 19930603 GOOD             NGS
 MO0594  HISTORY     - 19990823 GOOD             WYDT
 MO0594  HISTORY     - 20010730 GOOD             NGS
 MO0594
 MO0594                          STATION DESCRIPTION
 MO0594
 MO0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO0594'NOT A U. S. GEOLOGICAL SURVEY STATION.  ON SUMMIT OF LOW STONY
 MO0594'RIDGE ABOUT 2 MILES NORTH OF AND OVERLOOKING BUSINESS DISTRICT OF
 MO0594'LARAMIE.  TO REACH FROM LARAMIE, GO EAST ON U. S. HIGHWAY 30 TO
 MO0594'NINTH STREET, GO NORTH 1.75 MILES ON NINTH STREET (PAST
 MO0594'UNIVERSITY) TO DIM TRAIL TO LEFT JUST BEYOND POINT WHERE POLE LINE
 MO0594'CROSSES MAIN ROAD, AND OPPOSITE WELL-TRAVELED ROAD LEADING EAST TO
 MO0594'DUMP GROUND (JUST EAST OF RIDGE ON WHICH STATION IS LOCATED), GO
 MO0594'WEST 0.3 MILE UP VALLEY, AND BEAR LEFT TO STATION.  SURFACE AND
 MO0594'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, AND
 MO0594'ERRONEOUSLY STAMPED LARAMIE U. S. G. S. 1933.  REFERENCE MARKS
 MO0594'ARE STANDARD REFERENCE MARKS IN CONCRETE.  NO. 1 IS 24.50 METERS
 MO0594'(80.4 FEET) FROM STATION.  NO. 2 IS IN
 MO0594'FENCE CORNER, 200.0 FEET EAST OF CENTER LINE OF NINTH STREET,
 MO0594'AND APPROXIMATELY 1/2 MILE FROM STATION.
 MO0594'NO. 3 IS 24.765 METERS (81.25 FEET) FROM THE STATION.
 MO0594
 MO0594                          STATION RECOVERY (1948)
 MO0594
 MO0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO0594'STATION AND ALL REFERENCE MARKS FOUND IN GOOD CONDITION AND
 MO0594'AS DESCRIBED WITH THE EXCEPTION OF DISTANCE TO REFERENCE
 MO0594'MARK NO. 1 AND DIRECTION TO REFERENCE MARK NO. 3.  THE CORRECT
 MO0594'DISTANCE AND DIRECTION ARE GIVEN BELOW.  THE AZIMUTH OF R.M.
 MO0594'NO. 3 IS 121 DEG 52 MIN INSTEAD OF 21 DEG 52 MIN.  THE MARKS
 MO0594'WERE ERRONEOUSLY STAMPED USGS AT TIME OF ESTABLISHMENT.  THE
 MO0594'USGS WAS REMOVED FROM ALL MARKS AT THIS TIME.
 MO0594'
 MO0594'STATION LOCATED ON SUMMIT OF THE SOUTH END OF A LOW, STONY
 MO0594'RIDGE ABOUT 2 MILES AIR LINE NORTH OF AND OVERLOOKING THE
 MO0594'BUSINESS DISTRICT OF LARAMIE, ABOUT 0.3 MILE EAST OF U.S. HIGHWAY
 MO0594'30, 18 PACES SOUTH OF TRACK ROAD, 2 FEET EAST OF WHITE WITNESS
 MO0594'POST, PROJECTS 6 INCHES, AND STAMPED,
 MO0594'LARAMIE 1933.
 MO0594'
 MO0594'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION
 MO0594'MARK, 4 PACES SOUTH OF TRACK ROAD, PROJECTS 4 INCHES,
 MO0594'AND STAMPED, LARAMIE NO 1 1933.
 MO0594'
 MO0594'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS LOCATED 10 PACES NORTH
 MO0594'OF A GATE IN FENCE, 3 PACES EAST OF TRACK ROAD, 3 FEET WEST OF
 MO0594'FENCE CORNER, 3 FEET SOUTH OF WHITE WITNESS POST, PROJECTS
 MO0594'4 INCHES, AND STAMPED, LARAMIE
 MO0594'NO 2 1933.
 MO0594'
 MO0594'REFERENCE MARK NO. 3 IS ABOUT THE SAME ELEVATION AS STATION, 3
 MO0594'PACES SOUTH OF TRACK ROAD, PROJECTS 4 INCHES,
 MO0594'AND STAMPED, LARAMIE NO 3 1933.
 MO0594'
 MO0594'TO REACH FROM POST OFFICE IN LARAMIE, GO NORTH ON U.S. HIGHWAY
 MO0594'30 FOR 1.7 MILE TO A ROAD RIGHT.  TURN RIGHT, EAST, AND FOLLOW
 MO0594'ROAD AROUND FENCE AROUND POWER TRANSFORMER FOR 0.15 MILE TO
 MO0594'FORK.  KEEP LEFT FORK AND GO 0.15 MILE TO STATION ON RIGHT AS
 MO0594'DESCRIBED ABOVE.  A DRIVE STATION.
 MO0594'
 MO0594'TO REACH REFERENCE MARK NO. 2 (AZ.MK.) FROM STATION, GO BACK
 MO0594'TO FORK.  TAKE RIGHT FORK AND GO 0.4 MILE TO T INTERSECTION.
 MO0594'TURN RIGHT, SOUTH, AND FOLLOW ROAD FOR 0.3 MILE TO TRACK ROAD
 MO0594'ON LEFT.  FOLLOW TRACK ROAD FOR 0.1 MILE TO MARK ON LEFT AS
 MO0594'DESCRIBED ABOVE.
 MO0594'
 MO0594'OBSERVATIONS MADE FROM A 1.1 METER TRIPOD.
 MO0594
 MO0594                          STATION RECOVERY (1956)
 MO0594
 MO0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 MO0594'0.4 MILE EAST ALONG IVINSON STREET FROM THE POST OFFICE AT
 MO0594'LARAMIE, THENCE 1.6 MILES NORTH ALONG 9TH STREET, THENCE 0.15
 MO0594'MILE WEST ALONG A GRADED DIRT ROAD, 192 YARDS EAST OF A
 MO0594'FENCE AROUND A POWER SUB STATION, 133 FEET NORTH OF A POWER
 MO0594'LINE, ON TOP OF A ROCKY HILL, A TRIANGULATION STATION DISK SET
 MO0594'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MO0594'THE GROUND, STAMPED LARAMIE 1933, IN SECTION 21, TOWNSHIP
 MO0594'16 NORTH, RANGE 73 WEST.
 MO0594'
 MO0594'R.M. 1 LARAMIE IS 78.8 FEET NORTH OF TRIANGULATION STATION
 MO0594'LARAMIE, 207 YARDS EAST OF A FENCE, 15 FEET SOUTHEAST OF THE
 MO0594'CENTER LINE OF A TRACK ROAD, A REFERENCE MARK DISK SET IN THE
 MO0594'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 MO0594'STAMPED LARAMIE NO 1 1933.
 MO0594'
 MO0594'R.M. 2 LARAMIE IS 0.65 MILE SOUTH OF TRIANGULATION STATION LARAMIE,
 MO0594'IN A PASTURE, 0.1 MILE EAST OF 9TH STREET, 0.2 MILE SOUTH OF
 MO0594'A TRAILER PARK, 0.15 MILE SOUTHWEST OF A STUCCO HOUSE, 2.2
 MO0594'FEET SOUTH OF A WITNESS POST, A REFERENCE MARK DISK SET IN THE
 MO0594'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 MO0594'GROUND, STAMPED LARAMIE NO 2 1933.
 MO0594'
 MO0594'R.M. 3 LARAMIE IS 81.3 FEET NORTHWEST OF TRIANGULATION STATION
 MO0594'LARAMIE, 168 YARDS EAST OF A FENCE, 12 FEET SOUTH OF THE
 MO0594'CENTER LINE OF A TRACK ROAD, A REFERENCE MARK DISK SET IN THE TOP
 MO0594'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 MO0594'STAMPED LARAMIE NO 3 1933.
 MO0594
 MO0594                          STATION RECOVERY (1956)
 MO0594
 MO0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MO0594'2.2 MI N FROM LARAMIE.
 MO0594'0.4 MILE EAST ALONG IVINSON STREET FROM THE POST OFFICE AT
 MO0594'LARAMIE, THENCE 1.6 MILES NORTH ALONG 9TH STREET, THENCE 0.15
 MO0594'MILE WEST ALONG A GRADED DIRT ROAD, 192 YARDS EAST OF A FENCE
 MO0594'AROUND A POWER SUB STATION, 133 FEET NORTH OF A POWER LINE, ON
 MO0594'TOP OF A ROCKY HILL, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0594'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 21, TOWNSHIP
 MO0594'16 NORTH, RANGE 73 WEST.
 MO0594
 MO0594                          STATION RECOVERY (1962)
 MO0594
 MO0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (IJB)
 MO0594'STATION MARK--BRONZE USC AND GS DISK, STAMPED ---LARAMIE 1933---,
 MO0594'SET IN CONCRETE POST, PROJECTING ABOUT 0.5 FT.
 MO0594
 MO0594                          STATION RECOVERY (1977)
 MO0594
 MO0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 MO0594'STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND ARE IN GOOD
 MO0594'CONDITION.  REFERENCE MARK 2 (AZMK) WAS NOT FOUND.  A LARGE HOUSING
 MO0594'DEVELOPMENT IS NOW IN THE AZIMUTH MARK AREA.  A NEW AZIMUTH MARK
 MO0594'WAS ESTABLISHED AT THIS TIME.  LOCATION OF THE STATION WAS FOUND TO
 MO0594'BE ADEQUATE.  DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 MO0594'CHECKED ADEQUATELY.
 MO0594'
 MO0594'A NEW ROUTE TO THE STATION FOLLOWS.
 MO0594'
 MO0594'STATION IS REACHED FROM THE INTERSECTION OF THIRD AND CURTIS
 MO0594'STREETS WHICH IS ABOUT 1 MILE NORTH OF THE CENTRAL BUSINESS
 MO0594'SECTION OF LARAMIE.  GO NORTH ON THIRD STREET (U.S. HIGHWAYS 287
 MO0594'AND 30) FOR 0.2 MILE TO A SURFACED ROAD RIGHT AND A A WYOMING
 MO0594'HIGHWAY DEPARTMENT RIGHT-OF-WAY MARK (AZMK) ON THE LEFT, AS
 MO0594'DESCRIBED.  CONTINUE NORTH ON THE HIGHWAY FOR 0.4 MILE TO A
 MO0594'GRAVELED SIDE ROAD ON RIGHT, TURN RIGHT AND CONTINUE ON THE GRAVELED
 MO0594'ROAD, EAST FOR 0.05 MILE TO A FORK AT POWER STATION.  KEEP TO THE
 MO0594'LEFT AND CONTINUE EASTERLY ON ROAD, UPGRADE FOR 0.2 MILE, TOP
 MO0594'AND SOUTHEAST EDGE OF HILL AND STATION, AS DESCRIBED.
 MO0594'
 MO0594'STATION IS A STANDARD STATION MARK DISK, STAMPED LARAMIE 1933, SET
 MO0594'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES.
 MO0594'MARK IS 51-1/2 FEET WEST-SOUTHWEST OF A POWERLINE POLE.
 MO0594'
 MO0594'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED LARAMIE
 MO0594'NO 1 1933, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 MO0594'ABOUT 5 INCHES.  MARK IS 51 FEET NORTH-NORTHWEST OF THE POWERLINE
 MO0594'POLE.
 MO0594'
 MO0594'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 MO0594'LARAMIE NO 3 1933, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 MO0594'PROJECTING ABOUT 4 INCHES.
 MO0594'
 MO0594'AZIMUTH MARK IS A STANDARD WYOMING STATE HIGHWAY DEPARTMENT
 MO0594'RIGHT-OF-WAY MARK DISK, STAMPED FAP 152 100 LT STA. 18+50 EL
 MO0594'7177.35, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 MO0594'ABOUT 15 INCHES.  MARK IS 105 FEET WEST OF THE CENTER OF U.S.
 MO0594'HIGHWAYS 287 AND 30, 3 FEET SOUTHEAST OF A METAL WITNESS POST
 MO0594'AND APPROXIMATELY 0.1 MILE NORTH OF THE WYOMING CONSTRUCTION
 MO0594'COMPANY.
 MO0594'
 MO0594'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 MO0594'NORTH OF LARAMIE.
 MO0594
 MO0594                          STATION RECOVERY (1983)
 MO0594
 MO0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0594'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 MO0594
 MO0594                          STATION RECOVERY (1992)
 MO0594
 MO0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MO0594'STATION MARK HAS BEEN VANDALIZED BUT IS SOLID AND READABLE.  DISK HAS
 MO0594'BEEN HAMMERED APPARENTLY TO REMOVE THE LETTERS USCGS FROM THE DISK.
 MO0594'STATION IS LOCATED ON THE NORTH FRINGE OF LARAMIE, ABOUT 0.3 KM
 MO0594'(0.2 MI) EAST OF U.S. HIGHWAYS 30 AND 287, ON A LOW BARE RIDGE, ON A
 MO0594'POINT PROJECTING SOUTH, JUST EAST OF TWO ELECTRIC SUBSTATIONS AND IN
 MO0594'AN AREA UTILIZED BY DIRT BIKES.  OWNERSHIP--UNKNOWN.
 MO0594'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 MO0594'AND CURTIS STREET (EXIT 310) ON THE NORTHWEST SIDE OF LARAMIE, GO
 MO0594'EAST ON CURTIS STREET FOR 2.04 KM (1.27 MI) TO A CROSS STREET.  TURN
 MO0594'LEFT, NORTH, ON HIGHWAYS 30 AND 287 FOR 0.95 KM (0.59 MI) TO A GRAVEL
 MO0594'ROAD RIGHT.  TURN RIGHT, EAST, FOR 0.09 KM (0.06 MI) TO A FORK AT THE
 MO0594'SUBSTATIONS.  BEAR LEFT, EAST, PASSING BETWEEN SUBSTATIONS ON GRAVEL
 MO0594'ROAD FOR 0.28 KM (0.17 MI) TO TOP OF HILL AND STATION ON THE RIGHT AT
 MO0594'ROAD CURVE LEFT.
 MO0594'STATION MARK IS SET IN THE TOP OF A 35 CM SQUARE CONCRETE POST
 MO0594'PROJECTING 15 CM ABOVE GROUND.  IT IS IN THE MIDDLE OF FOUR I-BEAM
 MO0594'STEEL POSTS ABOUT 0.8 M (2.6 FT) FROM THE STATION, 18 M (59.1 FT)
 MO0594'SOUTH OF THE TRACK ROAD CENTER, 15.7 M (51.5 FT) WEST-SOUTHWEST OF A
 MO0594'UTILITY POLE WITH NORTH-SOUTH LINE, 5.0NORTH OF THE SOUTH END OF THE
 MO0594'POINT, AND 40.9 M (134.2 FT) SOUTHWEST OF A FENCE CORNER.
 MO0594
 MO0594                          STATION RECOVERY (1992)
 MO0594
 MO0594'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0594'MARK RECOVERED IN POOR CONDITION.
 MO0594
 MO0594                          STATION RECOVERY (1993)
 MO0594
 MO0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MO0594'STATION MARK AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 MO0594'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  REFERENCE MARKS
 MO0594'WERE RECOVERED AND DESCRIBED IN 1992. STATION IS LOCATED JUST NORTH OF
 MO0594'LARAMIE, 0.4 KM (0.25 MI) EAST OF HIGHWAYS 30 AND 287, ON A LOW BARE
 MO0594'RIDGE FREQUENTED BY DIRT BIKES, ON A FINGER PROJECTING SOUTH, JUST
 MO0594'EAST OF TWO ELECTRIC SUBSTATIONS. OWNERSHIP--UNKNOWN. TO REACH FROM
 MO0594'THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80 AND CURTIS
 MO0594'STREET (EXIT 310) ON THE NORTHWEST SIDE OF LARAMIE, GO EAST ON CURTIS
 MO0594'STREET FOR 2.04 KM (1.25 MI) TO A CROSS STREET.  TURN LEFT, NORTH, ON
 MO0594'US HIGHWAYS 30 AND 287 FOR 0.96 KM (0.60 MI) TO A GRAVEL ROAD RIGHT.
 MO0594'TURN RIGHT, EAST, ON ROAD FOR 0.09 KM (0.05 MI) TO A FORK.  BEAR LEFT
 MO0594'ON ROAD, PASSING BETWEEN THE SUBSTATIONS, FOR 0.28 KM (0.15 MI) TO
 MO0594'STATION ON THE RIGHT AT A ROAD CURVE LEFT. STATION MARK IS SET IN THE
 MO0594'TOP OF A 35-CM SQUARE CONCRETE POST PROJECTING 15 CM ABOVE GROUND.
 MO0594'POST IS DAMAGED ON THE WEST SIDE BUT IS STILL SOLID.  IT IS ON THE
 MO0594'MIDDLE OF FOUR I-BEAM POSTS ABOUT 0.8 M (2.6 FT) FROM THE STATION, 18
 MO0594'M (59.1 FT) SOUTH OF THE ROAD CENTER, 15.7 M (51.5 FT) WEST-SOUTHWEST
 MO0594'OF A UTILITY POLE WITH NORTH-SOUTH LINES, 5 M (16.4 FT) NORTH OF THE
 MO0594'SOUTH END OF THE FINGER OF LAND, AND 40.9 M (134.2 FT) SOUTHWEST OF A
 MO0594'FENCE CORNER. DESCRIBED BY G.R.HEID
 MO0594
 MO0594                          STATION RECOVERY (1999)
 MO0594
 MO0594'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0594'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION.  PHONE NUMBER
 MO0594'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE STATION AND REFERENCE
 MO0594'MARKS 1 AND 3 WERE RECOVERED IN GOOD CONDITION.
 MO0594
 MO0594                          STATION RECOVERY (2001)
 MO0594
 MO0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 MO0594'RECOVERED AS DESCRIBED.
 MO0594' 
 MO0594'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1263 ***********************************************************************
 MO1263  DESIGNATION -  LARAMIE AIRPORT BEACON
 MO1263  PID         -  MO1263
 MO1263  STATE/COUNTY-  WY/ALBANY
 MO1263  USGS QUAD   -  LARAMIE SW (1978)
 MO1263
 MO1263                         *CURRENT SURVEY CONTROL
 MO1263  ___________________________________________________________________
 MO1263* NAD 83(1993)-  41 19 12.37410(N)    105 40 14.66929(W)     ADJUSTED  
 MO1263* NAVD 88     -                                                        
 MO1263  ___________________________________________________________________
 MO1263  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 MO1263  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 MO1263
 MO1263  HORZ ORDER  -  THIRD
 MO1263
 MO1263.This mark is at Laramie Regional Airport (LAR)
 MO1263
 MO1263.The horizontal coordinates were established by classical geodetic methods
 MO1263.and adjusted by the National Geodetic Survey in January 1997..
 MO1263
 MO1263
 MO1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1263
 MO1263.The geoid height was determined by GEOID03.
 MO1263
 MO1263;                    North         East     Units Scale Factor Converg.
 MO1263;SPC WY E     -    91,191.204   157,797.986   MT  0.99995941   -0 19 58.2
 MO1263;UTM  13      - 4,574,509.583   443,863.246   MT  0.99963878   -0 26 34.4
 MO1263
 MO1263                          SUPERSEDED SURVEY CONTROL
 MO1263
 MO1263  NAD 83(1986)-  41 19 12.35900(N)    105 40 14.67043(W) AD(       ) 4
 MO1263  NAD 27      -  41 19 12.44300(N)    105 40 12.70500(W) AD(       ) 3
 MO1263
 MO1263.Superseded values are not recommended for survey control.
 MO1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1263.See file dsdata.txt to determine how the superseded data were derived.
 MO1263
 MO1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4386374510(NAD 83)
 MO1263_MARKER: 21 = AIRPORT BEACON
 MO1263
 MO1263  HISTORY     - Date     Condition        Report By
 MO1263  HISTORY     - 1948     FIRST OBSERVED   CGS
 MO1263  HISTORY     - 1958     GOOD             CGS
 MO1263  HISTORY     - 1977     GOOD             NGS
 MO1263  HISTORY     - 19931231 GOOD             NGS
 MO1263
 MO1263                          STATION DESCRIPTION
 MO1263
 MO1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1263'STATION IS THE STANDARD C.A.A. ROTATING BEACON LOCATED AT THE
 MO1263'LARAMIE AIRPORT ABOUT 4 MILES WEST OF LARAMIE.  THE BEACON
 MO1263'IS JUST WEST OF THE HANGAR AND ON THE NORTH SIDE OF THE FIELD.
 MO1263'THE CENTER OF THE TOP OF THE BEACON WAS THE POINT OBSERVED
 MO1263'ON.
 MO1263
 MO1263                          STATION RECOVERY (1958)
 MO1263
 MO1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MO1263'INTERSECTION STATION RECOVERED AS DESCRIBED.
 MO1263
 MO1263                          STATION RECOVERY (1977)
 MO1263
 MO1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 MO1263'RECOVERED AS DESCRIBED.
 MO1263'
 MO1263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 MO1263'WEST OF LARAMIE.
 MO1263
 MO1263                          STATION RECOVERY (1993)
 MO1263
 MO1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MO1263'THE STATION IS LOCATED IN THE NORTH PART OF THE AIRPORT ABOUT 1500
 MO1263'FEET (457.2 M) WNW OF RUNWAY END 21.  IT IS ABOUT 50 FEET (15.2 M)
 MO1263'WEST OF THE SOUTHWEST CORNER OF A LARGE OLD HANGAR CURRENTLY OCCUPIED
 MO1263'BY COWBOY AVIATION, INC.  IT IS A STANDARD 36 INCH BEACON LIGHT, ONE
 MO1263'SIDE GREEN AND THE OTHER CLEAR, MOUNTED ATOP A FOUR-LEGGED STEEL TOWER
 MO1263'APPROXIMATELY 50 FEET (15.2 M) TALL.  THE POINT INTERSECTED WAS THE
 MO1263'SPINDLE BENEATH THE BEACON LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1259 ***********************************************************************
 MO1259  DESIGNATION -  LARAMIE CEMENT PLANT STACK
 MO1259  PID         -  MO1259
 MO1259  STATE/COUNTY-  WY/ALBANY
 MO1259  USGS QUAD   -  LARAMIE (1978)
 MO1259
 MO1259                         *CURRENT SURVEY CONTROL
 MO1259  ___________________________________________________________________
 MO1259* NAD 83(1993)-  41 16 08.43205(N)    105 36 12.11396(W)     ADJUSTED  
 MO1259* NAVD 88     -                                                        
 MO1259  ___________________________________________________________________
 MO1259  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 MO1259  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 MO1259
 MO1259  HORZ ORDER  -  THIRD
 MO1259
 MO1259.The horizontal coordinates were established by classical geodetic methods
 MO1259.and adjusted by the National Geodetic Survey in January 1997..
 MO1259
 MO1259
 MO1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1259
 MO1259.The geoid height was determined by GEOID03.
 MO1259
 MO1259;                    North         East     Units Scale Factor Converg.
 MO1259;SPC WY E     -    85,486.367   163,410.336   MT  0.99995397   -0 17 17.0
 MO1259;UTM  13      - 4,568,795.820   449,462.832   MT  0.99963143   -0 23 52.7
 MO1259
 MO1259                          SUPERSEDED SURVEY CONTROL
 MO1259
 MO1259  NAD 83(1986)-  41 16 08.41404(N)    105 36 12.11186(W) AD(       ) 4
 MO1259  NAD 27      -  41 16 08.49400(N)    105 36 10.16100(W) AD(       ) 3
 MO1259
 MO1259.Superseded values are not recommended for survey control.
 MO1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1259.See file dsdata.txt to determine how the superseded data were derived.
 MO1259
 MO1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4946368796(NAD 83)
 MO1259_MARKER: 63 = STACK
 MO1259
 MO1259  HISTORY     - Date     Condition        Report By
 MO1259  HISTORY     - 1933     FIRST OBSERVED   CGS
 MO1259  HISTORY     - 1947     GOOD             USGS
 MO1259  HISTORY     - 1948     GOOD             CGS
 MO1259  HISTORY     - 1958     GOOD             CGS
 MO1259  HISTORY     - 19920831 GOOD             USPSQD
 MO1259
 MO1259                          STATION DESCRIPTION
 MO1259
 MO1259'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (WCE)
 MO1259'STATION MARK--STATION IS THE CONCRETE STACK AT MONOLITH CEMENT CO.
 MO1259'THE TOP AND CENTER OF THE ONLY CONCRETE STACK AT THE PLANT WAS THE
 MO1259'POINT OBSERVED ON.
 MO1259
 MO1259                          STATION RECOVERY (1948)
 MO1259
 MO1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1259'STATION IS THE CONCRETE STACK AT THE MONOLITH CEMENT CO. ON
 MO1259'U.S. HIGHWAY 287 ABOUT 3 MILES SOUTH OF LARAMIE.  THE TOP
 MO1259'AND CENTER OF THE ONLY CONCRETE STACK AT THE PLANT WAS THE POINT
 MO1259'OBSERVED ON.
 MO1259
 MO1259                          STATION RECOVERY (1958)
 MO1259
 MO1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MO1259'INTERSECTION STATION RECOVERED AS DESCRIBED BY D.H.K. IN
 MO1259'1948 RECOVERY NOTE.
 MO1259
 MO1259                          STATION RECOVERY (1992)
 MO1259
 MO1259'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO1259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG6515 ***********************************************************************
 DG6515  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6515  DESIGNATION -  LARAMIE COUNTY CORS ARP
 DG6515  CORS_ID     -  WYLC
 DG6515  PID         -  DG6515
 DG6515  STATE/COUNTY-  WY/LARAMIE
 DG6515  USGS QUAD   -  CHEYENNE SOUTH (1994)
 DG6515
 DG6515                         *CURRENT SURVEY CONTROL
 DG6515  ___________________________________________________________________
 DG6515* NAD 83(CORS)-  41 06 16.29463(N)    104 46 31.29352(W)     ADJUSTED  
 DG6515* NAVD 88     -                                                        
 DG6515  ___________________________________________________________________
 DG6515  EPOCH DATE  -        2002.00
 DG6515  X           -  -1,227,801.449 (meters)                     COMP
 DG6515  Y           -  -4,655,147.256 (meters)                     COMP
 DG6515  Z           -   4,172,376.691 (meters)                     COMP
 DG6515  ELLIP HEIGHT-        1824.75  (meters)          (08/??/04) GPS OBS
 DG6515  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 DG6515
 DG6515  HORZ ORDER  -  SPECIAL (CORS)
 DG6515  ELLP ORDER  -  SPECIAL (CORS)
 DG6515
 DG6515.ITRF positions are available for this station.
 DG6515.The coordinates were established by GPS observations
 DG6515.and adjusted by the National Geodetic Survey in August 2004..
 DG6515.The coordinates are valid at the epoch date displayed above.
 DG6515.The epoch date for horizontal control is a decimal equivalence
 DG6515.of Year/Month/Day.
 DG6515
 DG6515
 DG6515.The PID for the CORS L1 Phase Center is DG6516.
 DG6515
 DG6515.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6515
 DG6515.The ellipsoidal height was determined by GPS observations
 DG6515.and is referenced to NAD 83.
 DG6515
 DG6515.The geoid height was determined by GEOID03.
 DG6515
 DG6515;                    North         East     Units Scale Factor Converg.
 DG6515;SPC WY E     -    67,202.293   232,868.631   MT  0.99995079   +0 15 26.1
 DG6515
 DG6515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6515!SPC WY E     -   0.99971386  x   0.99995079  =   0.99966466
 DG6515
 DG6515                          SUPERSEDED SURVEY CONTROL
 DG6515
 DG6515.No superseded survey control is available for this station.
 DG6515
 DG6515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1886350385(NAD 83)
 DG6515_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6515
 DG6515                          STATION DESCRIPTION
 DG6515
 DG6515'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6515'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6515'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6515'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6515'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6515'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG6516 ***********************************************************************
 DG6516  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6516  DESIGNATION -  LARAMIE COUNTY CORS L1 PHASE CENTER
 DG6516  CORS_ID     -  WYLC
 DG6516  PID         -  DG6516
 DG6516  STATE/COUNTY-  WY/LARAMIE
 DG6516  USGS QUAD   -  CHEYENNE SOUTH (1994)
 DG6516
 DG6516                         *CURRENT SURVEY CONTROL
 DG6516  ___________________________________________________________________
 DG6516* NAD 83(CORS)-  41 06 16.29467(N)    104 46 31.29350(W)     ADJUSTED  
 DG6516* NAVD 88     -                                                        
 DG6516  ___________________________________________________________________
 DG6516  EPOCH DATE  -        2002.00
 DG6516  X           -  -1,227,801.470 (meters)                     COMP
 DG6516  Y           -  -4,655,147.336 (meters)                     COMP
 DG6516  Z           -   4,172,376.765 (meters)                     COMP
 DG6516  ELLIP HEIGHT-        1824.86  (meters)          (08/??/04) GPS OBS
 DG6516  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 DG6516
 DG6516  HORZ ORDER  -  SPECIAL (CORS)
 DG6516  ELLP ORDER  -  SPECIAL (CORS)
 DG6516
 DG6516.ITRF positions are available for this station.
 DG6516.The coordinates were established by GPS observations
 DG6516.and adjusted by the National Geodetic Survey in August 2004..
 DG6516.The coordinates are valid at the epoch date displayed above.
 DG6516.The epoch date for horizontal control is a decimal equivalence
 DG6516.of Year/Month/Day.
 DG6516
 DG6516
 DG6516.The PID for the CORS ARP is DG6515.
 DG6516
 DG6516.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6516
 DG6516.The ellipsoidal height was determined by GPS observations
 DG6516.and is referenced to NAD 83.
 DG6516
 DG6516.The geoid height was determined by GEOID03.
 DG6516
 DG6516;                    North         East     Units Scale Factor Converg.
 DG6516;SPC WY E     -    67,202.294   232,868.632   MT  0.99995079   +0 15 26.1
 DG6516
 DG6516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6516!SPC WY E     -   0.99971384  x   0.99995079  =   0.99966464
 DG6516
 DG6516                          SUPERSEDED SURVEY CONTROL
 DG6516
 DG6516.No superseded survey control is available for this station.
 DG6516
 DG6516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1886350385(NAD 83)
 DG6516_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6516
 DG6516                          STATION DESCRIPTION
 DG6516
 DG6516'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6516'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6516'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6516'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6516'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6516'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0621 ***********************************************************************
 NQ0621  DESIGNATION -  LARAMIE PEAK
 NQ0621  PID         -  NQ0621
 NQ0621  STATE/COUNTY-  WY/ALBANY
 NQ0621  USGS QUAD   -  LARAMIE PEAK (1992)
 NQ0621
 NQ0621                         *CURRENT SURVEY CONTROL
 NQ0621  ___________________________________________________________________
 NQ0621* NAD 83(1993)-  42 16 05.15040(N)    105 26 33.16660(W)     ADJUSTED  
 NQ0621* NAVD 88     -      3132.0    (meters)   10276.     (feet)  VERTCON   
 NQ0621  ___________________________________________________________________
 NQ0621  LAPLACE CORR-         -11.52  (seconds)                    DEFLEC99
 NQ0621  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 NQ0621
 NQ0621  HORZ ORDER  -  THIRD
 NQ0621
 NQ0621.The horizontal coordinates were established by classical geodetic methods
 NQ0621.and adjusted by the National Geodetic Survey in January 1997..
 NQ0621
 NQ0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0621
 NQ0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0621
 NQ0621.The geoid height was determined by GEOID03.
 NQ0621
 NQ0621;                    North         East     Units Scale Factor Converg.
 NQ0621;SPC WY E     -   196,391.858   177,240.772   MT  0.99994387   -0 11 08.0
 NQ0621;UTM  13      - 4,679,638.264   463,503.580   MT  0.99961639   -0 17 51.6
 NQ0621
 NQ0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0621!SPC WY E     -   0.99951089  x   0.99994387  =   0.99945479
 NQ0621!UTM  13      -   0.99951089  x   0.99961639  =   0.99912747
 NQ0621
 NQ0621:                Primary Azimuth Mark                     Grid Az
 NQ0621:SPC WY E     -  SPRING                                   355 01 18.4
 NQ0621:UTM  13      -  SPRING                                   355 08 02.0
 NQ0621
 NQ0621|---------------------------------------------------------------------|
 NQ0621| PID    Reference Object                     Distance      Geod. Az  |
 NQ0621|                                                           dddmmss.s |
 NQ0621| NQ0622 SPRING                              APPROX.12.5 KM 3545010.4 |
 NQ0621|---------------------------------------------------------------------|
 NQ0621
 NQ0621                          SUPERSEDED SURVEY CONTROL
 NQ0621
 NQ0621  NAD 83(1986)-  42 16 05.13158(N)    105 26 33.15903(W) AD(       ) 3
 NQ0621  NAD 27      -  42 16 05.22800(N)    105 26 31.21400(W) AD(       ) 3
 NQ0621  NGVD 29 (07/19/86) 3131.0    (m)        10272.     (f) VERT ANG       
 NQ0621
 NQ0621.Superseded values are not recommended for survey control.
 NQ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0621.See file dsdata.txt to determine how the superseded data were derived.
 NQ0621
 NQ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG6350479638(NAD 83)
 NQ0621_MARKER: DS = TRIANGULATION STATION DISK
 NQ0621_SETTING: 80 = SET IN A BOULDER
 NQ0621_SP_SET: SET IN DRILL HOLE IN A BOULDER
 NQ0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0621+STABILITY: SURFACE MOTION
 NQ0621
 NQ0621  HISTORY     - Date     Condition        Report By
 NQ0621  HISTORY     - 1933     MONUMENTED       CGS
 NQ0621  HISTORY     - 1941     GOOD             USGS
 NQ0621
 NQ0621                          STATION DESCRIPTION
 NQ0621
 NQ0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 NQ0621'ABOUT 30 MILES NORTHWEST OF WHEATLAND, IN T. 27 N., R. 72 W.,
 NQ0621'ON HIGHEST ROCK OF LARAMIE PEAK, WHICH IS VERY PROMINENT
 NQ0621'AND WELL KNOWN IN VICINITY, AND VERY DIFFICULT OF ACCESS.
 NQ0621'APPROACH MADE VIA PALMER CANYON ROAD TO GARRETT POST OFFICE,
 NQ0621'THEN NORTH 7 MILES TO PRAGLERS RANCH, THEN NORTHEAST 3.6
 NQ0621'MILES TO SOUTH RIM OF BEAR CREEK CANYON (IN SEC. 28, T. 26 N.,
 NQ0621'R. 72 W.).  FROM HERE, STATION REACHED BY PACKING ACROSS BEAR
 NQ0621'CREEK CANYON TO FRANK LAWRENCES RANCH.  THEN NORTH OVER
 NQ0621'STEEP, ROCKY, BRUSHY SLOPES AND CANYONS TO SUMMIT.  ALSO
 NQ0621'REACHED FROM COTTONWOOD CREEK VALLEY, NEAR FLETCHER PARK.
 NQ0621'TOP OF PEAK IS PRECIPITOUS ROCK ABOUT 40 FEET HIGH AND
 NQ0621'ABOUT 300 YARDS NORTH OF ANOTHER PEAK SLIGHTLY LOWER.
 NQ0621'STATION IS 5 FEET NORTHWEST AND 1 FOOT LOWER THAN EXTREME
 NQ0621'HIGHEST POINT.  STATION MARK IS STANDARD DISK STATION MARK
 NQ0621'IN DRILL HOLE IN TOPMOST, RIDGELIKE BOULDER.
 NQ0621'ELEVATION--3,131 METERS (10,272 FEET).
 NQ0621
 NQ0621                          STATION RECOVERY (1941)
 NQ0621
 NQ0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1941
 NQ0621'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1256 ***********************************************************************
 MO1256  DESIGNATION -  LARAMIE POWERHOUSE STACK
 MO1256  PID         -  MO1256
 MO1256  STATE/COUNTY-  WY/ALBANY
 MO1256  USGS QUAD   -  LARAMIE (1978)
 MO1256
 MO1256                         *CURRENT SURVEY CONTROL
 MO1256  ___________________________________________________________________
 MO1256* NAD 83(1993)-  41 18 56.42716(N)    105 35 41.52831(W)     ADJUSTED  
 MO1256* NAVD 88     -                                                        
 MO1256  ___________________________________________________________________
 MO1256  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 MO1256  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 MO1256
 MO1256  HORZ ORDER  -  THIRD
 MO1256
 MO1256.The horizontal coordinates were established by classical geodetic methods
 MO1256.and adjusted by the National Geodetic Survey in January 1997..
 MO1256
 MO1256
 MO1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1256
 MO1256.The geoid height was determined by GEOID03.
 MO1256
 MO1256;                    North         East     Units Scale Factor Converg.
 MO1256;SPC WY E     -    90,665.147   164,147.752   MT  0.99995331   -0 16 57.7
 MO1256;UTM  13      - 4,573,971.505   450,209.947   MT  0.99963051   -0 23 33.9
 MO1256
 MO1256                          SUPERSEDED SURVEY CONTROL
 MO1256
 MO1256  NAD 83(1986)-  41 18 56.41118(N)    105 35 41.52707(W) AD(       ) 4
 MO1256  NAD 27      -  41 18 56.49700(N)    105 35 39.58600(W) AD(       ) 3
 MO1256
 MO1256.Superseded values are not recommended for survey control.
 MO1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1256.See file dsdata.txt to determine how the superseded data were derived.
 MO1256
 MO1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5021073972(NAD 83)
 MO1256_MARKER: 63 = STACK
 MO1256
 MO1256  HISTORY     - Date     Condition        Report By
 MO1256  HISTORY     - 1933     FIRST OBSERVED   CGS
 MO1256  HISTORY     - 1958     GOOD             CGS
 MO1256  HISTORY     - 19920831 GOOD             USPSQD
 MO1256
 MO1256                          STATION DESCRIPTION
 MO1256
 MO1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MO1256'INTERSECTION STATION RECOVERED IN GOOD CONDITION.  STATION IS
 MO1256'A TALL CONCRETE STACK LOCATED AT THE WESTERN PUBLIC SERVICE
 MO1256'COMPANY PLANT NEAR THE CENTER OF LARAMINE.
 MO1256
 MO1256                          STATION RECOVERY (1992)
 MO1256
 MO1256'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0595 ***********************************************************************
 MO0595  DESIGNATION -  LARAMIE RM 1
 MO0595  PID         -  MO0595
 MO0595  STATE/COUNTY-  WY/ALBANY
 MO0595  USGS QUAD   -  LARAMIE (1978)
 MO0595
 MO0595                         *CURRENT SURVEY CONTROL
 MO0595  ___________________________________________________________________
 MO0595* NAD 83(1986)-  41 20 08.     (N)    105 35 11.     (W)     SCALED    
 MO0595* NAVD 88     -      2213.959  (meters)    7263.63   (feet)  ADJUSTED  
 MO0595  ___________________________________________________________________
 MO0595  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0595  DYNAMIC HT  -        2212.060 (meters)    7257.40  (feet)  COMP
 MO0595  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 MO0595
 MO0595  VERT ORDER  -  FIRST     CLASS II
 MO0595
 MO0595.The horizontal coordinates were scaled from a topographic map and have
 MO0595.an estimated accuracy of +/- 6 seconds.
 MO0595
 MO0595.The orthometric height was determined by differential leveling
 MO0595.and adjusted by the National Geodetic Survey in June 1991..
 MO0595
 MO0595.The geoid height was determined by GEOID03.
 MO0595
 MO0595.The dynamic height is computed by dividing the NAVD 88
 MO0595.geopotential number by the normal gravity value computed on the
 MO0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0595.degrees latitude (g = 980.6199 gals.).
 MO0595
 MO0595.The modeled gravity was interpolated from observed gravity values.
 MO0595
 MO0595;                    North         East    Units  Estimated Accuracy
 MO0595;SPC WY E     -    92,870.      164,870.      MT  (+/- 180 meters Scaled)
 MO0595
 MO0595                          SUPERSEDED SURVEY CONTROL
 MO0595
 MO0595  NGVD 29 (??/??/92) 2212.92   (m)         7260.2    (f) COMPUTED    1 2
 MO0595
 MO0595.Superseded values are not recommended for survey control.
 MO0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0595.See file dsdata.txt to determine how the superseded data were derived.
 MO0595
 MO0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF509761(NAD 83)
 MO0595_MARKER: DR = REFERENCE MARK DISK
 MO0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0595_STAMPING: LARAMIE NO 1 1933
 MO0595_MARK LOGO: CGS   
 MO0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0595+STABILITY: SURFACE MOTION
 MO0595
 MO0595  HISTORY     - Date     Condition        Report By
 MO0595  HISTORY     - 1933     MONUMENTED       CGS
 MO0595  HISTORY     - 1956     GOOD             NGS
 MO0595  HISTORY     - 1983     GOOD             NGS
 MO0595  HISTORY     - 19920830 POOR             USPSQD
 MO0595
 MO0595                          STATION DESCRIPTION
 MO0595
 MO0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0595'2.2 MI N FROM LARAMIE.
 MO0595'0.4 MILE EAST ALONG IVINSON STREET FROM THE POST OFFICE AT
 MO0595'LARAMIE, THENCE 1.6 MILES NORTH ALONG 9TH STREET, THENCE 0.15
 MO0595'MILE WEST ALONG A GRADED DIRT ROAD, 207 YARDS EAST OF A FENCE,
 MO0595'78.8 FEET NORTH OF TRIANGULATION STATION LARAMIE, 15 FEET
 MO0595'SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, SET IN THE TOP
 MO0595'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 MO0595'IN SECTION 21, TOWNSHIP 16 NORTH, RANGE 73 WEST.
 MO0595
 MO0595                          STATION RECOVERY (1983)
 MO0595
 MO0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0595'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 MO0595
 MO0595                          STATION RECOVERY (1992)
 MO0595
 MO0595'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0595'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0592 ***********************************************************************
 MO0592  DESIGNATION -  LARAMIE RM 2 AZIMUTH
 MO0592  PID         -  MO0592
 MO0592  STATE/COUNTY-  WY/ALBANY
 MO0592  USGS QUAD   -  LARAMIE (1978)
 MO0592
 MO0592                         *CURRENT SURVEY CONTROL
 MO0592  ___________________________________________________________________
 MO0592* NAD 83(1986)-  41 19 44.     (N)    105 34 53.     (W)     SCALED    
 MO0592* NAVD 88     -      2180.138  (meters)    7152.67   (feet)  ADJUSTED  
 MO0592  ___________________________________________________________________
 MO0592  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0592  DYNAMIC HT  -        2178.263 (meters)    7146.52  (feet)  COMP
 MO0592  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 MO0592
 MO0592  VERT ORDER  -  FIRST     CLASS II
 MO0592
 MO0592.The horizontal coordinates were scaled from a topographic map and have
 MO0592.an estimated accuracy of +/- 6 seconds.
 MO0592
 MO0592.The orthometric height was determined by differential leveling
 MO0592.and adjusted by the National Geodetic Survey in June 1991..
 MO0592
 MO0592.The geoid height was determined by GEOID03.
 MO0592
 MO0592.The dynamic height is computed by dividing the NAVD 88
 MO0592.geopotential number by the normal gravity value computed on the
 MO0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0592.degrees latitude (g = 980.6199 gals.).
 MO0592
 MO0592.The modeled gravity was interpolated from observed gravity values.
 MO0592
 MO0592;                    North         East    Units  Estimated Accuracy
 MO0592;SPC WY E     -    92,130.      165,280.      MT  (+/- 180 meters Scaled)
 MO0592
 MO0592                          SUPERSEDED SURVEY CONTROL
 MO0592
 MO0592  NGVD 29 (??/??/92) 2179.10   (m)         7149.3    (f) COMPUTED    1 2
 MO0592
 MO0592.Superseded values are not recommended for survey control.
 MO0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0592.See file dsdata.txt to determine how the superseded data were derived.
 MO0592
 MO0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF513754(NAD 83)
 MO0592_MARKER: DR = REFERENCE MARK DISK
 MO0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0592_STAMPING: LARAMIE NO 2 1933
 MO0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0592+STABILITY: SURFACE MOTION
 MO0592
 MO0592  HISTORY     - Date     Condition        Report By
 MO0592  HISTORY     - 1933     MONUMENTED       CGS
 MO0592  HISTORY     - 1956     GOOD             NGS
 MO0592  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0592  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 MO0592
 MO0592                          STATION DESCRIPTION
 MO0592
 MO0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0592'1.5 MI N FROM LARAMIE.
 MO0592'0.4 MILE EAST ALONG IVINSON STREET FROM THE POST OFFICE AT
 MO0592'LARAMIE, THENCE 1.1 MILES NORTH ALONG 9TH STREET, IN A PASTURE,
 MO0592'0.1 MILE EAST OF 9TH STREET, 0.2 MILE SOUTH OF A TRAILER PARK,
 MO0592'0.15 MILE SOUTHWEST OF A STUCCO HOUSE, 2.2 FEET SOUTH OF A
 MO0592'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0592'0.3 FOOT ABOVE THE GROUND, IN SECTION 28, TOWNSHIP 16 NORTH,
 MO0592'RANGE 73 WEST.
 MO0592
 MO0592                          STATION RECOVERY (1983)
 MO0592
 MO0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0592'MARK NOT FOUND.
 MO0592
 MO0592                          STATION RECOVERY (1992)
 MO0592
 MO0592'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0593 ***********************************************************************
 MO0593  DESIGNATION -  LARAMIE RM 3
 MO0593  PID         -  MO0593
 MO0593  STATE/COUNTY-  WY/ALBANY
 MO0593  USGS QUAD   -  LARAMIE (1978)
 MO0593
 MO0593                         *CURRENT SURVEY CONTROL
 MO0593  ___________________________________________________________________
 MO0593* NAD 83(1986)-  41 20 08.     (N)    105 35 13.     (W)     SCALED    
 MO0593* NAVD 88     -      2213.502  (meters)    7262.13   (feet)  ADJUSTED  
 MO0593  ___________________________________________________________________
 MO0593  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0593  DYNAMIC HT  -        2211.603 (meters)    7255.90  (feet)  COMP
 MO0593  MODELED GRAV-     979,684.8   (mgal)                       NAVD 88
 MO0593
 MO0593  VERT ORDER  -  FIRST     CLASS II
 MO0593
 MO0593.The horizontal coordinates were scaled from a topographic map and have
 MO0593.an estimated accuracy of +/- 6 seconds.
 MO0593
 MO0593.The orthometric height was determined by differential leveling
 MO0593.and adjusted by the National Geodetic Survey in June 1991..
 MO0593
 MO0593.The geoid height was determined by GEOID03.
 MO0593
 MO0593.The dynamic height is computed by dividing the NAVD 88
 MO0593.geopotential number by the normal gravity value computed on the
 MO0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0593.degrees latitude (g = 980.6199 gals.).
 MO0593
 MO0593.The modeled gravity was interpolated from observed gravity values.
 MO0593
 MO0593;                    North         East    Units  Estimated Accuracy
 MO0593;SPC WY E     -    92,870.      164,820.      MT  (+/- 180 meters Scaled)
 MO0593
 MO0593                          SUPERSEDED SURVEY CONTROL
 MO0593
 MO0593  NGVD 29 (??/??/92) 2212.47   (m)         7258.7    (f) COMPUTED    1 2
 MO0593
 MO0593.Superseded values are not recommended for survey control.
 MO0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0593.See file dsdata.txt to determine how the superseded data were derived.
 MO0593
 MO0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF508761(NAD 83)
 MO0593_MARKER: DR = REFERENCE MARK DISK
 MO0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0593_STAMPING: LARAMIE NO 3 1933
 MO0593_MARK LOGO: CGS   
 MO0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0593+STABILITY: SURFACE MOTION
 MO0593
 MO0593  HISTORY     - Date     Condition        Report By
 MO0593  HISTORY     - 1933     MONUMENTED       CGS
 MO0593  HISTORY     - 1956     GOOD             NGS
 MO0593  HISTORY     - 1983     GOOD             NGS
 MO0593  HISTORY     - 19920830 GOOD             USPSQD
 MO0593
 MO0593                          STATION DESCRIPTION
 MO0593
 MO0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0593'2.2 MI N FROM LARAMIE.
 MO0593'0.4 MILE EAST ALONG IVINSON STREET FROM THE POST OFFICE AT
 MO0593'LARAMIE, THENCE 1.6 MILES NORTH ALONG 9TH STREET, THENCE 0.15
 MO0593'MILE WEST ALONG A GRADED DIRT ROAD, 168 YARDS EAST OF A FENCE,
 MO0593'81.3 FEET NORTHWEST OF TRIANGULATION STATION LARAMIE, 12 FEET
 MO0593'SOUTH OF THE CENTER LINE OF A TRACK ROAD, SET IN THE TOP OF A
 MO0593'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN
 MO0593'SECTION 21, TOWNSHIP 16 NORTH, RANGE 73 WEST.
 MO0593
 MO0593                          STATION RECOVERY (1983)
 MO0593
 MO0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0593'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 MO0593
 MO0593                          STATION RECOVERY (1992)
 MO0593
 MO0593'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1260 ***********************************************************************
 MO1260  DESIGNATION -  LARAMIE THIRD STREET CHURCH
 MO1260  PID         -  MO1260
 MO1260  STATE/COUNTY-  WY/ALBANY
 MO1260  USGS QUAD   -  LARAMIE (1978)
 MO1260
 MO1260                         *CURRENT SURVEY CONTROL
 MO1260  ___________________________________________________________________
 MO1260* NAD 83(1993)-  41 18 43.70467(N)    105 35 35.32574(W)     ADJUSTED  
 MO1260* NAVD 88     -                                                        
 MO1260  ___________________________________________________________________
 MO1260  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 MO1260  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 MO1260
 MO1260  HORZ ORDER  -  THIRD
 MO1260
 MO1260.The horizontal coordinates were established by classical geodetic methods
 MO1260.and adjusted by the National Geodetic Survey in January 1997..
 MO1260
 MO1260
 MO1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1260
 MO1260.The geoid height was determined by GEOID03.
 MO1260
 MO1260;                    North         East     Units Scale Factor Converg.
 MO1260;SPC WY E     -    90,271.971   164,290.081   MT  0.99995319   -0 16 53.6
 MO1260;UTM  13      - 4,573,578.183   450,351.475   MT  0.99963034   -0 23 29.7
 MO1260
 MO1260                          SUPERSEDED SURVEY CONTROL
 MO1260
 MO1260  NAD 83(1986)-  41 18 43.68818(N)    105 35 35.32454(W) AD(       ) 4
 MO1260  NAD 27      -  41 18 43.77100(N)    105 35 33.37400(W) AD(       ) 3
 MO1260
 MO1260.Superseded values are not recommended for survey control.
 MO1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1260.See file dsdata.txt to determine how the superseded data were derived.
 MO1260
 MO1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5035173578(NAD 83)
 MO1260
 MO1260  HISTORY     - Date     Condition        Report By
 MO1260  HISTORY     - 1933     FIRST OBSERVED   CGS
 MO1260  HISTORY     - 1948     GOOD             CGS
 MO1260  HISTORY     - 1958     GOOD             CGS
 MO1260  HISTORY     - 19920830 GOOD             USPSQD
 MO1260
 MO1260                          STATION DESCRIPTION
 MO1260
 MO1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1260'STATION IS THE CENTER OF THE TOP OF THE CROSS ON TOP OF A
 MO1260'STONE MASONERY STEEPLE OF THE CATHOLIC CHURCH ON 3RD STREET
 MO1260'IN LARAMIE.  THE CHURCH IS ON THE EAST SIDE OF THE STREET
 MO1260'ACROSS FROM THE POST OFFICE.
 MO1260
 MO1260                          STATION RECOVERY (1958)
 MO1260
 MO1260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MO1260'INTERSECTION STATION RECOVERED AS DESCRIBED BY D.H.K. IN 1948
 MO1260'RECOVERY NOTE.
 MO1260
 MO1260                          STATION RECOVERY (1992)
 MO1260
 MO1260'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO1260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1257 ***********************************************************************
 MO1257  DESIGNATION -  LARAMIE UNIV OF WYO STACK
 MO1257  PID         -  MO1257
 MO1257  STATE/COUNTY-  WY/ALBANY
 MO1257  USGS QUAD   -  LARAMIE (1978)
 MO1257
 MO1257                         *CURRENT SURVEY CONTROL
 MO1257  ___________________________________________________________________
 MO1257* NAD 83(1993)-  41 18 53.77433(N)    105 34 59.39557(W)     ADJUSTED  
 MO1257* NAVD 88     -                                                        
 MO1257  ___________________________________________________________________
 MO1257  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 MO1257  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO1257
 MO1257  HORZ ORDER  -  THIRD
 MO1257
 MO1257.The horizontal coordinates were established by classical geodetic methods
 MO1257.and adjusted by the National Geodetic Survey in January 1997..
 MO1257
 MO1257
 MO1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1257
 MO1257.The geoid height was determined by GEOID03.
 MO1257
 MO1257;                    North         East     Units Scale Factor Converg.
 MO1257;SPC WY E     -    90,578.543   165,127.268   MT  0.99995246   -0 16 29.9
 MO1257;UTM  13      - 4,573,883.048   451,188.979   MT  0.99962932   -0 23 06.0
 MO1257
 MO1257                          SUPERSEDED SURVEY CONTROL
 MO1257
 MO1257  NAD 83(1986)-  41 18 53.75812(N)    105 34 59.39347(W) AD(       ) 4
 MO1257  NAD 27      -  41 18 53.83800(N)    105 34 57.45200(W) AD(       ) 3
 MO1257
 MO1257.Superseded values are not recommended for survey control.
 MO1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1257.See file dsdata.txt to determine how the superseded data were derived.
 MO1257
 MO1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5118973883(NAD 83)
 MO1257_MARKER: 63 = STACK
 MO1257
 MO1257  HISTORY     - Date     Condition        Report By
 MO1257  HISTORY     - 1933     FIRST OBSERVED   CGS
 MO1257  HISTORY     - 1948     GOOD             CGS
 MO1257  HISTORY     - 1958     GOOD             CGS
 MO1257  HISTORY     - 19920830 GOOD             USPSQD
 MO1257
 MO1257                          STATION DESCRIPTION
 MO1257
 MO1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1257'STATION IS THE CONCRETE STACK AT THE HEATING PLANT FOR THE
 MO1257'UNIVERSITY OF WYOMING IN LARAMIE.  IT IS A LONE STACK, PAINTED
 MO1257'WHITE, AND HAS A BLACK BAND AROUND THE TOP.  THE TOP CENTER OF
 MO1257'THE STACK WAS THE POINT OBSERVED ON.
 MO1257
 MO1257                          STATION RECOVERY (1958)
 MO1257
 MO1257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MO1257'INTERSECTION STATION RECOVERED AS DESCRIBED BY D.H.K. IN 1948
 MO1257'RECOVERY NOTE.
 MO1257
 MO1257                          STATION RECOVERY (1992)
 MO1257
 MO1257'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0852 ***********************************************************************
 MR0852  DESIGNATION -  LASSELL
 MR0852  PID         -  MR0852
 MR0852  STATE/COUNTY-  WY/UINTA
 MR0852  USGS QUAD   -  CUMBERLAND GAP (1978)
 MR0852
 MR0852                         *CURRENT SURVEY CONTROL
 MR0852  ___________________________________________________________________
 MR0852* NAD 83(1993)-  41 33 56.49041(N)    110 35 20.81792(W)     ADJUSTED  
 MR0852* NAVD 88     -      2015.2    (meters)    6612.     (feet)  VERTCON   
 MR0852  ___________________________________________________________________
 MR0852  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 MR0852  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 MR0852
 MR0852  HORZ ORDER  -  SECOND
 MR0852
 MR0852.The horizontal coordinates were established by classical geodetic methods
 MR0852.and adjusted by the National Geodetic Survey in January 1997..
 MR0852
 MR0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0852
 MR0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0852
 MR0852.The geoid height was determined by GEOID03.
 MR0852
 MR0852;                    North         East     Units Scale Factor Converg.
 MR0852;SPC WY W     -   218,466.062   757,814.352   MT  0.99995939   -0 20 08.1
 MR0852;UTM  12      - 4,601,638.813   534,258.867   MT  0.99961444   +0 16 21.4
 MR0852
 MR0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0852!SPC WY W     -   0.99968629  x   0.99995939  =   0.99964569
 MR0852!UTM  12      -   0.99968629  x   0.99961444  =   0.99930085
 MR0852
 MR0852:                Primary Azimuth Mark                     Grid Az
 MR0852:SPC WY W     -  HOGBACK AZ MK                            185 40 16.4
 MR0852:UTM  12      -  HOGBACK AZ MK                            185 03 46.9
 MR0852
 MR0852|---------------------------------------------------------------------|
 MR0852| PID    Reference Object                     Distance      Geod. Az  |
 MR0852|                                                           dddmmss.s |
 MR0852| CP5539 HOGBACK AZ MK                                      1852008.3 |
 MR0852| CP5664 LASSELL RM 1                         15.667 METERS 21511     |
 MR0852| CP5665 LASSELL RM 2                         15.601 METERS 30017     |
 MR0852|---------------------------------------------------------------------|
 MR0852
 MR0852                          SUPERSEDED SURVEY CONTROL
 MR0852
 MR0852  NAD 83(1986)-  41 33 56.47839(N)    110 35 20.81231(W) AD(       ) 2
 MR0852  NAD 27      -  41 33 56.66360(N)    110 35 18.20300(W) AD(       ) 2
 MR0852  NGVD 29 (07/19/86) 2013.9    (m)         6607.     (f) VERT ANG       
 MR0852
 MR0852.Superseded values are not recommended for survey control.
 MR0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0852.See file dsdata.txt to determine how the superseded data were derived.
 MR0852
 MR0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3425901639(NAD 83)
 MR0852_MARKER: DS = TRIANGULATION STATION DISK
 MR0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0852
 MR0852  HISTORY     - Date     Condition        Report By
 MR0852  HISTORY     - 1962     MONUMENTED       CGS
 MR0852
 MR0852                          STATION DESCRIPTION
 MR0852
 MR0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0852'THE STATION IS ABOUT 3/4 MILE SOUTH OF THE UINTA AND LINCOLN
 MR0852'COUNTY LINE, 5-1/2 MILES NORTHEAST OF THE MOUTH OF LASSELL
 MR0852'CREEK, 20 MILES NORTH-NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS
 MR0852'30S AND 189, 16 MILES SOUTH-SOUTHWEST OF KEMMERER AND 1/2 MILE
 MR0852'EAST OF U.S. HIGHWAY 189.
 MR0852'
 MR0852'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30N
 MR0852'AND 189 IN THE SOUTHEAST PART OF DIAMONDVILLE.  GO SOUTHWEST AND
 MR0852'SOUTH ON U.S. HIGHWAY 189 FOR 10.5 MILES TO A SINCLAIR SERVICE
 MR0852'STATION AND TAVERN ON THE RIGHT.  CONTINUE AHEAD, SOUTH, ON
 MR0852'THE HIGHWAY FOR 3.1 MILES TO SHELTER CABIN NO. 2.  CONTINUE
 MR0852'AHEAD, SOUTH, ON THE HIGHWAY FOR 1.7 MILES TO A WIRE GATE ON
 MR0852'THE LEFT.  (TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON THE
 MR0852'HIGHWAY FOR 1.3 MILES TO THE HOGBACK AZIMUTH MARK ON THE
 MR0852'LEFT.) TURN LEFT, THROUGH THE GATE AND FOLLOW TRACK ROAD EAST
 MR0852'FOR 0.1 MILE TO A GRAVEL PIT.  TURN RIGHT, JUST BEFORE
 MR0852'ENTERING THE GRAVEL PIT AND GO SOUTH FOR 0.1 MILE TO THE
 MR0852'STATION.
 MR0852'
 MR0852'STATION MARK IS A STANDARD DISK, STAMPED LASSELL 1962, SET IN
 MR0852'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT
 MR0852'IS 231 FEET WEST-SOUTHWEST OF THE WEST EDGE OF A GRAVEL PIT
 MR0852'AND 4.8 FEET NORTH OF A WITNESS POST.
 MR0852'
 MR0852'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LASSELL NO 1
 MR0852'1962, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0852'8 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 MR0852'
 MR0852'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LASSELL NO 2
 MR0852'1962, SET IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0852'3 INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 MR0852'
 MR0852'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOGBACK 1962, SET
 MR0852'IN TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 MR0852'IT IS 240 FEET NORTHEAST OF THE EAST END OF A CATTLEGUARD,
 MR0852'122 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 189, 15.5 FEET
 MR0852'EAST OF A FENCE, 5 FEET EAST OF A WITNESS POST AND 20 FEET
 MR0852'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0676 ***********************************************************************
 MP0676  DESIGNATION -  LATHAM
 MP0676  PID         -  MP0676
 MP0676  STATE/COUNTY-  WY/SWEETWATER
 MP0676  USGS QUAD   -  CRESTON (1981)
 MP0676
 MP0676                         *CURRENT SURVEY CONTROL
 MP0676  ___________________________________________________________________
 MP0676* NAD 83(1993)-  41 44 40.24364(N)    107 49 47.41696(W)     ADJUSTED  
 MP0676* NAVD 88     -      2206.6    (meters)    7239.     (feet)  VERTCON   
 MP0676  ___________________________________________________________________
 MP0676  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 MP0676  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 MP0676
 MP0676  HORZ ORDER  -  FIRST
 MP0676
 MP0676.The horizontal coordinates were established by classical geodetic methods
 MP0676.and adjusted by the National Geodetic Survey in January 1997..
 MP0676
 MP0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0676
 MP0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0676
 MP0676.The geoid height was determined by GEOID03.
 MP0676
 MP0676;                    North         East     Units Scale Factor Converg.
 MP0676;SPC WYWC     -   138,611.457   676,535.905   MT  1.00000956   +0 36 45.7
 MP0676;UTM  13      - 4,625,280.959   264,693.407   MT  1.00028141   -1 53 06.0
 MP0676
 MP0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0676!SPC WYWC     -   0.99965631  x   1.00000956  =   0.99966587
 MP0676!UTM  13      -   0.99965631  x   1.00028141  =   0.99993763
 MP0676
 MP0676|---------------------------------------------------------------------|
 MP0676| PID    Reference Object                     Distance      Geod. Az  |
 MP0676|                                                           dddmmss.s |
 MP0676| CP5666 LATHAM RM 1                          32.739 METERS 04201     |
 MP0676| CP5667 LATHAM RM 2 AZIMUTH                                0692548.0 |
 MP0676| MP0633 SALT LAKE OMAHA SITE 26A BCN        APPROX.36.3 KM 0851516.0 |
 MP0676| MP0674 SALT LAKE OMAHA SITE 24 BCN         APPROX.13.4 KM 0964325.5 |
 MP0676| MP0677 SALT LAKE OMAHA SITE 23 BCN         APPROX. 5.6 KM 2113945.7 |
 MP0676| CP5668 LATHAM RM 3                          29.794 METERS 22200     |
 MP0676| MQ0435 SALT LAKE OMAHA SITE 22 BCN         APPROX.24.7 KM 2471824.5 |
 MP0676|---------------------------------------------------------------------|
 MP0676
 MP0676                          SUPERSEDED SURVEY CONTROL
 MP0676
 MP0676  NAD 83(1986)-  41 44 40.23299(N)    107 49 47.41361(W) AD(       ) 1
 MP0676  NAD 27      -  41 44 40.38000(N)    107 49 45.13800(W) AD(       ) 1
 MP0676  NGVD 29 (10/23/89) 2205.3    (m)         7235.     (f) VERT ANG       
 MP0676
 MP0676.Superseded values are not recommended for survey control.
 MP0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0676.See file dsdata.txt to determine how the superseded data were derived.
 MP0676
 MP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG6469325281(NAD 83)
 MP0676_MARKER: DS = TRIANGULATION STATION DISK
 MP0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0676_STAMPING: LATHAM USGS 1933
 MP0676_MARK LOGO: CGS   
 MP0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0676+STABILITY: SURFACE MOTION
 MP0676
 MP0676  HISTORY     - Date     Condition        Report By
 MP0676  HISTORY     - 1933     MONUMENTED       CGS
 MP0676  HISTORY     - 1937     GOOD             CGS
 MP0676  HISTORY     - 1944     GOOD             LOCENG
 MP0676  HISTORY     - 1958     GOOD             CGS
 MP0676  HISTORY     - 1966     GOOD             USGS
 MP0676  HISTORY     - 1972     GOOD             NGS
 MP0676  HISTORY     - 19830519 GOOD             NGS
 MP0676  HISTORY     - 1989     GOOD             USAF
 MP0676
 MP0676                          STATION DESCRIPTION
 MP0676
 MP0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MP0676'NOT A U.S. GEOLOGICAL SURVEY STATION.  ABOUT 29 MILES WEST
 MP0676'OF RAWLINS, 17 MILES EAST BY NORTH OF WAMSUTTER, IN SOUTHWEST
 MP0676'CORNER OF T. 21 N., R. 92 W., NORTH OF CAIRN, AND ON FLAT-TOPPED
 MP0676'MESA THAT DROPS OFF TO WEST OF STATION SITE.  TO REACH FROM
 MP0676'WAMSUTTER, GO EAST ABOUT 10 MILES ON U.S. HIGHWAY 30 TO
 MP0676'CONTINENTAL DIVIDE, TURN NORTH ONTO DIRT ROAD AND GO 0.8 MILE,
 MP0676'FOLLOW LEFT FORK 2.4 MILES, FOLLOW LEFT FORK 0.3 MILE, TURN
 MP0676'LEFT (SOUTHWEST) AND GO 0.1 MILE TO TOP OF FLAT MESA AND
 MP0676'STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 MP0676'DISKS IN CONCRETE.  REFERENCE MARKS ARE
 MP0676'STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON TOP
 MP0676'OF FLAT MESA, AND 107.41 FEET FROM STATION N 42 DEG 11 MIN E.
 MP0676'NO. 2 IS NEAR SIDE OF ROAD, AND
 MP0676'APPROXIMATELY 1/4 MILE FROM STATION N 69 DEG 26 MIN E.
 MP0676'NO. 3 IS ON TOP OF MESA, AND 97.75 FEET FROM
 MP0676'STATION S 42 DEG 00 MIN W.
 MP0676
 MP0676                          STATION RECOVERY (1937)
 MP0676
 MP0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0676'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 MP0676'THE STATION WAS NOT OCCUPIED AT THIS TIME BUT A LIGHT WAS
 MP0676'SHOWN TO SEPARATION USGS AND DIVIDE.  THE STATION IS ON THE
 MP0676'CONTINENTAL DIVIDE, ABOUT 29 MILES WEST OF RAWLINS, 17 MILES
 MP0676'E X N OF WAMSUTTER, NEAR THE WEST EDGE OF A FLAT-TOPPED MESA
 MP0676'WHICH DROPS OFF SHARPLY TO THE WEST.  THERE IS A STONE CAIRN
 MP0676'A SHORT DISTANCE SOUTH OF THE STATION.  THIS CAIRN IS BELIEVED
 MP0676'TO MARK THE POSITION OF THE U.S.G.S. STATION, ESTABLISHED
 MP0676'IN 1912.  THE U.S.G.S. PUBLICATION COVERING THIS AREA GIVES
 MP0676'THE LOCATION OF LATHAM U.S.G.S. AS IN THE S 1/2 OF SECTION 32,
 MP0676'TOWNSHIP 21 N, RANGE 92 W.
 MP0676'
 MP0676'TO REACH THE STATION FROM BAGGS, WYO., GO N ON STATE RT. 87
 MP0676'FOR ABOUT 51 MILES AND TURN LEFT, W, ON U.S. RT. 30 AT JUNCTION,
 MP0676'THENCE 2.9 MILES TO A SERVICE STATION AT THE CREST OF THE
 MP0676'CONTINENTAL DIVIDE, TURN RIGHT, LEAVING THE HIGHWAY, AND
 MP0676'GO NORTHERLY ON THE MAIN-TRAVELED TRACK ROAD ALONG THE CREST
 MP0676'OF THE DIVIDE FOR 3.3 MILES AND KEEP LEFT FORK, THENCE N.W.
 MP0676'FOR 0.3 MILE AND KEEP LEFT FORK, THENCE SW FOR 0.1 MILE TO
 MP0676'THE HIGHEST LOCAL POINT AND THE STATION.
 MP0676'
 MP0676'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MP0676'TABLETS SET IN CONCRETE.
 MP0676'
 MP0676'R.M. NO. 1 IS 107.41 FEET NE OF THE STATION, ON THE MESA.
 MP0676'R.M. NO. 2, THE AZIMUTH MARK, IS APPROXIMATELY 1/4 MILE E X N
 MP0676'OF THE STATION, ON SIDE OF THE ROAD LEADING TO THE STATION.
 MP0676'R.M. NO. 3 IS 97.75 FEET SW OF THE STATION, ON THE MESA.  THE
 MP0676'DISTANCES GIVEN ARE THOSE DETERMINED IN 1933.
 MP0676
 MP0676                          STATION RECOVERY (1944)
 MP0676
 MP0676'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (COS)
 MP0676'STATION RECOVERED BY CARTER OIL CO.
 MP0676'
 MP0676'DESCRIPTION IS SATISFACTORY.  MARK AND REFERENCES ARE IN GOOD
 MP0676'CONDITION.
 MP0676
 MP0676                          STATION RECOVERY (1958)
 MP0676
 MP0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 MP0676'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 MP0676'AND FOUND TO BE IN GOOD CONDITION.  MEASUREMENTS TO REFERENCE
 MP0676'MARKS 1 AND 3 WERE VERIFIED.  AN INSTRUMENT SET UP WAS NOT MADE
 MP0676'SO THE DIRECTIONS TO THE MARKS WAS NOT VERIFIED.  THE ROUTE
 MP0676'TO THE STATION WAS PICKED UP FROM THE CONTINENTAL DIVIDE
 MP0676'WHICH IS ADEQUATE FOR RECOVERY.  THE AZIMUTH MARK IS 75 FEET
 MP0676'SOUTH OF THE ROAD AND 120 FEET SOUTHEAST OF THE FORK AT THE
 MP0676'END OF THE 3.3 MILEAGE MENTIONED IN THE 1937 DESCRIPTION.
 MP0676
 MP0676                          STATION RECOVERY (1966)
 MP0676
 MP0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (ED)
 MP0676'BENCH MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 MP0676'THIS IS NOT A USGS STATION.  USGS STATION ESTABL. IN 1912
 MP0676'IS 9.6 FT SOUTH OF BETHAN (USGS)
 MP0676'
 MP0676'TO REACH FROM WAMSUTTER, WYO., GO E. ON INT. 80 ABOUT 10
 MP0676'MILES TO CONTINENTAL DIVIDE ROAD, THENCE NORTHERLY ALONG THIS
 MP0676'ROAD FOR 3.7 MILES, THENCE LEFT 0.2 MILES TO COMMUNICATION
 MP0676'BLDG. ENCLOSURE AND STATION.  STATION IS 4 FEET SOUTH AND 20
 MP0676'FEET WEST OF THIS ENCLOSURES SW CORNER
 MP0676
 MP0676                          STATION RECOVERY (1972)
 MP0676
 MP0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MP0676'RECOVERY NOTE BY NGS, 1972--STATION MARK, REFERENCE MARKS 1 AND 2
 MP0676'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE
 MP0676'TO ROAD CHANGES A NEW TO REACH FOLLOWS
 MP0676'
 MP0676'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80 AND
 MP0676'CONTINENTAL DIVIDE ROAD, WHICH IS 10.3 MI. E. OF WAMSUTTER, GO N. AND
 MP0676'W. ON CONTINENTAL DIVIDE ROAD FOR 3.5 MI. TO THE AZIMUTH MARK ON THE
 MP0676'LEFT, 77 FT. S. OF CENTER OF ROAD AND 1 FT. N. OF WITNESS POST.
 MP0676'CONTINUE WESTERLY FOR 0.2 MI. TO A SIDE ROAD LEFT, CONTINUE W. FOR
 MP0676'0.1 MI. TO A FORK.  KEEP THE LEFT FORK AND CONTINUE WESTERLY UP GRADE
 MP0676'FOR 0.15 MI. TO UNION PACIFIC RELAY MAST AND STATION TO THE W. OF
 MP0676'MAST, 18 FT. W. OF FENCE AROUND MAST, 1 FT. N. OF WITNESS POST.
 MP0676'
 MP0676'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST, STAMPED
 MP0676'---LATHAM USGS 1933---.
 MP0676
 MP0676                          STATION RECOVERY (1983)
 MP0676
 MP0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MP0676'THE STATION MARK, REFERENCE MARK 2 WHICH IS THE AZIMUTH MARK, AND
 MP0676'REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2
 MP0676'IS NOW BLOCKED BY A BUILDING.  REFERENCE MARK 4 WAS SET AT THIS TIME
 MP0676'AND A USGLO MARK WAS USED AS AN AZIMUTH MARK.  A NEW DESCRIPTION IS
 MP0676'GIVEN.  THE DISTANCE CHECKED WITH THE 1933 DISTANCE TO RM 3, BUT THE
 MP0676'ANGLE TO RM 3 HAD A DIFFERENCE OF 1 MINUTE 27 SECONDS GREATER THAN THE
 MP0676'1933 DESCRIPTION.  THE STATION IS LOCATED ON THE CONTINENTAL DIVIDE ON
 MP0676'A FLAT TOPPED MESA WHICH DROPS OFF SHARPLY TO THE WEST AND HAS TWO
 MP0676'MICROWAVE ANTENNAS AND SEVERAL SMALLER RADIO ANTENNAS.  IT IS 46.7 KM
 MP0676'(29.00 MI) WEST OF RAWLINS AND 27.4 KM (17.00 MI) NORTHEAST OF
 MP0676'WAMSUTTER.  TO REACH THE STATION FROM THE ACCESS ON AND OFF RAMPS ON
 MP0676'THE NORTH SIDE OF INTERSTATE 80 AND CONTINENTAL DIVIDE ROAD, TAKE THE
 MP0676'DIRT ROAD NORTH THEN WESTERLY FOR 0.2 KM (0.10 MI) TO A FENCE AND A
 MP0676'CATTLE GUARD.  CONTINUE OVER THE CATTLE GUARD, NORTHWESTERLY FOR 0.3
 MP0676'KM (0.20 MI) TO A GAS PIPELINE.  CONTINUE AHEAD FOR 1.1 KM (0.70 MI)
 MP0676'TO A FORK.  TAKE LEFT FORK, NORTHWESTERLY, FOR 3.0 KM (1.85 MI) TO A
 MP0676'FENCE AND CATTLE GUARD.  THE AZIMUTH MARK IS ON THE LEFT SIDE OF THE
 MP0676'ROAD.  CONTINUE AHEAD, PASSING OVER THE CATTLE GUARD FOR 1.0 KM (0.60
 MP0676'MI) TO REFERENCE MARK 2 ON THE LEFT.  CONTINUE AHEAD FOR 0.2 KM (0.10
 MP0676'MI) TO A FORK.  TAKE THE LEFT FORK FOR 0.3 KM (0.20 MI) TO THE UPPER
 MP0676'MICROWAVE MAST TO THE STATION ON THE NORTHSIDE OF THE FENCE AROUND THE
 MP0676'MICROWAVE MAST.
 MP0676' 
 MP0676'THE STATION IS A STANDARD USGS DISK STAMPED--LATHAM USGS 1933--, SET
 MP0676'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 INCHES (36 CM) ON SIDE
 MP0676'PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND LOCATED 51 FT (15.5 M)
 MP0676'SSW FROM A POWER POLE WITH A TRANSFORMER, 29 FT (8.8 M) NNW FROM THE
 MP0676'SOUTHWEST CORNER OF A GUY WIRE IN THE GROUND, 21 FT (6.4 M) W FROM THE
 MP0676'SOUTHWEST CORNER OF A CHAINLINK FENCE, AND 4.5 FT (1.4 M) SSE FROM A
 MP0676'METAL WITNESS POST WITH A SIGN.
 MP0676' 
 MP0676'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--LATHAM USGS NO 3
 MP0676'1933--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 INCHES (36
 MP0676'CM) ON SIDE PROJECTING 3 INCHES (7 CM) ABOVE THE GROUND LOCATED 146 FT
 MP0676'(44.5 M) SSW FROM A POWER POLE WITH A TRANSFORMER, 110 FT (33.5 M) SW
 MP0676'FROM THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE, 98 FT (29.9 M) SSW
 MP0676'FROM A WITNESS POST WITH A SIGN, 83 FT (25.3 M) SW FROM THE SOUTHWEST
 MP0676'GUY WIRE IN THE GROUND, AND 1 FT (0.3 M) LOWER THAN THE STATION.
 MP0676' 
 MP0676'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--LATHAM USGS 1933
 MP0676'NO 4 1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 MP0676'(29 CM) IN DIAMETER FLUSH WITH GROUND.  AN IRON SPIKE WAS SET NEXT TO
 MP0676'THE REFERENCE MARK.  IT IS LOCATED 83 FT (25.3 M) WNW FROM THE BASE OF
 MP0676'THE SOUTHWEST GUY WIRE, 83 FT (25.3 M) W FROM THE SOUTHWEST CORNER OF
 MP0676'A CHAIN LINK FENCE, 81 FT (24.7 M) SW FROM A POWER POLE WITH A
 MP0676'TRANSFORMER, 60 FT (18.3 M) W FROM A METAL WITNESS POST WITH A SIGN,
 MP0676'AND 4 FT (1.2 M) LOWER THAN THE STATION.
 MP0676' 
 MP0676'AZIMUTH MARK NO 2 IS A STANDARD GLO DISK STAMPED--SC T21N R92W S32 S33
 MP0676'1937--, SET INTO THE TOP OF A METAL PIPE PROJECTING 6 INCHES (14 CM)
 MP0676'ABOVE THE GROUND.  THE DISK IS A 2.5 INCH (6 CM) STANDARD GLO PIPE
 MP0676'MARK.  IT IS 6 INCHES (14 CM) NORTH FROM AN EAST-WEST FENCE AND 2
 MP0676'INCHES (5 CM) WEST FROM AN ORANGE METAL FENCE POST.  IT IS LOCATED 71
 MP0676'FT (21.6 M) W FROM THE CENTER OF A CATTLE GUARD, 39 FT (11.9 M) W FROM
 MP0676'THE CENTER OF A DIRT ROAD, 31 FT (9.4 M) E FROM A GLO CAP ON A PIPE
 MP0676'THAT IS LEANING TO TH WEST, AND 3 FT (0.9 M) E FROM THE EASTERN MOST
 MP0676'RAILROAD TIE FENCE POST.  TO REACH THE AZIMUTH MARK FROM THE STATION
 MP0676'MARK, GO SOUTHEASTERLY FOR 0.3 KM (0.20 MI) TO A REVERSE FORK, TURN
 MP0676'RIGHT, SOUTHEASTERLY FOR 1.3 KM (0.80 MI) TO A FENCE AND CATTLEGUARD
 MP0676'AND THE AZIMUTH MARK ON THE RIGHT.
 MP0676
 MP0676                          STATION RECOVERY (1989)
 MP0676
 MP0676'RECOVERY NOTE BY US AIR FORCE 1989 (DMT)
 MP0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0684 ***********************************************************************
 MP0684  DESIGNATION -  LATHAM
 MP0684  PID         -  MP0684
 MP0684  STATE/COUNTY-  WY/SWEETWATER
 MP0684  USGS QUAD   -  CRESTON (1981)
 MP0684
 MP0684                         *CURRENT SURVEY CONTROL
 MP0684  ___________________________________________________________________
 MP0684* NAD 83(1993)-  41 44 40.15272(N)    107 49 47.38389(W)     ADJUSTED  
 MP0684* NAVD 88     -      2206.     (meters)    7238.     (feet)  SCALED    
 MP0684  ___________________________________________________________________
 MP0684  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 MP0684  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 MP0684
 MP0684  HORZ ORDER  -  THIRD
 MP0684
 MP0684.The horizontal coordinates were established by classical geodetic methods
 MP0684.and adjusted by the National Geodetic Survey in January 1997..
 MP0684
 MP0684.The orthometric height was scaled from a topographic map.
 MP0684
 MP0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0684
 MP0684.The geoid height was determined by GEOID03.
 MP0684
 MP0684;                    North         East     Units Scale Factor Converg.
 MP0684;SPC WYWC     -   138,608.660   676,536.699   MT  1.00000956   +0 36 45.7
 MP0684;UTM  13      - 4,625,278.130   264,694.079   MT  1.00028140   -1 53 06.0
 MP0684
 MP0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0684!SPC WYWC     -   0.99965636  x   1.00000956  =   0.99966592
 MP0684!UTM  13      -   0.99965636  x   1.00028140  =   0.99993766
 MP0684
 MP0684:                Primary Azimuth Mark                     Grid Az
 MP0684:SPC WYWC     -  FILLMORE                                 141 28 36.8
 MP0684:UTM  13      -  FILLMORE                                 143 58 28.5
 MP0684
 MP0684|---------------------------------------------------------------------|
 MP0684| PID    Reference Object                     Distance      Geod. Az  |
 MP0684|                                                           dddmmss.s |
 MP0684| MP0675 FILLMORE                            APPROX.13.7 KM 1420522.5 |
 MP0684|---------------------------------------------------------------------|
 MP0684
 MP0684                          SUPERSEDED SURVEY CONTROL
 MP0684
 MP0684  NAD 83(1986)-  41 44 40.14207(N)    107 49 47.38054(W) AD(       ) 3
 MP0684
 MP0684.Superseded values are not recommended for survey control.
 MP0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0684.See file dsdata.txt to determine how the superseded data were derived.
 MP0684
 MP0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG6469425278(NAD 83)
 MP0684_MARKER: DS = TRIANGULATION STATION DISK
 MP0684_SETTING: 0 = UNSPECIFIED SETTING
 MP0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0684
 MP0684  HISTORY     - Date     Condition        Report By
 MP0684  HISTORY     - 1912     MONUMENTED       USGS
 MP0684
 MP0684                          STATION DESCRIPTION
 MP0684
 MP0684'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MP0684'ON HIGHEST POINT OF RIM ON THE CONTINENTAL DIVIDE, 3.5 MI. N. OF
 MP0684'LATHAM STATION ON THE UNION PACIFIC RAILROAD AND 4.5 MI. NW. OF
 MP0684'CRESTON STATION.  THE STATION IS NEAR THE SW. END OF A SHORT SPUR OF
 MP0684'THE MESA AND OVERLOOKS THE COUNTRY TO THE S., THE VIEW TO THE N. IS
 MP0684'NOT VERY EXTENDED.
 MP0684'
 MP0684'STATION CAN BE REACHED BY FOLLOWING SECOND-CLASS ROADS FROM WAMSUTTER
 MP0684'AND CRESTON TO POINT WHERE THEY JOIN NEAR THE STATION.  IT IS IN THE
 MP0684'S. 1/2 SEC. 32, T 21 N, R 92 W.
 MP0684'
 MP0684'RECOVERED BY USGS IN 1966 AND REDESCRIBED AS FOLLOWS
 MP0684'
 MP0684'IT IS 9.6 FT. S. OF NGS STATION LATHAM (USGS).
 MP0684'
 MP0684'TO REACH FROM WAMSUTTER, WYOMING, GO E. ON INTERSTATE HIGHWAY 80 ABOUT
 MP0684'10 MI. TO CONTINENTAL DIVIDE ROAD, THENCE NORTHERLY ALONG THIS ROAD
 MP0684'FOR 3.7 MI., THENCE LEFT 0.2 MI. TO COMMUNICATION BUILDING ENCLOSURE
 MP0684'AND STATION.  STATION IS 19 FT. W. AND 14 FT. S. OF THE SW. CORNER OF
 MP0684'THIS ENCLOSURE.
 MP0684'
 MP0684'STATION MARK--A 6 X 6 X 24 INCH STONE WITH BRONZE TABLET CEMENTED IN
 MP0684'TOP, SET IN GROUND UNDER CENTER OF SIGNAL.
 MP0684'
 MP0684'NOTE--LATHAM (USGS)(NGS 1933) IS NOT THE SAME STATION AS USGS STATION
 MP0684'LATHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1165 ***********************************************************************
 MO1165  DESIGNATION -  LATHRUM
 MO1165  PID         -  MO1165
 MO1165  STATE/COUNTY-  WY/PLATTE
 MO1165  USGS QUAD   -  CHUGWATER (1990)
 MO1165
 MO1165                         *CURRENT SURVEY CONTROL
 MO1165  ___________________________________________________________________
 MO1165* NAD 83(1993)-  41 47 26.50909(N)    104 51 57.12137(W)     ADJUSTED  
 MO1165* NAVD 88     -      1718.4    (meters)    5638.     (feet)  VERTCON   
 MO1165  ___________________________________________________________________
 MO1165  LAPLACE CORR-         -13.00  (seconds)                    DEFLEC99
 MO1165  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 MO1165
 MO1165  HORZ ORDER  -  SECOND
 MO1165
 MO1165.The horizontal coordinates were established by classical geodetic methods
 MO1165.and adjusted by the National Geodetic Survey in January 1997..
 MO1165
 MO1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1165
 MO1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1165
 MO1165.The geoid height was determined by GEOID03.
 MO1165
 MO1165;                    North         East     Units Scale Factor Converg.
 MO1165;SPC WY E     -   143,375.355   225,001.428   MT  0.99994519   +0 12 01.6
 MO1165;UTM  13      - 4,626,546.668   511,144.901   MT  0.99960153   +0 05 21.8
 MO1165
 MO1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1165!SPC WY E     -   0.99973287  x   0.99994519  =   0.99967807
 MO1165!UTM  13      -   0.99973287  x   0.99960153  =   0.99933451
 MO1165
 MO1165:                Primary Azimuth Mark                     Grid Az
 MO1165:SPC WY E     -  LATHRUM AZ MK                            055 22 44.3
 MO1165:UTM  13      -  LATHRUM AZ MK                            055 29 24.1
 MO1165
 MO1165|---------------------------------------------------------------------|
 MO1165| PID    Reference Object                     Distance      Geod. Az  |
 MO1165|                                                           dddmmss.s |
 MO1165| CP9821 LATHRUM AZ MK                                      0553445.9 |
 MO1165| CP9823 LATHRUM RM 2                         12.273 METERS 12320     |
 MO1165| CP9822 LATHRUM RM 1                         11.452 METERS 19531     |
 MO1165|---------------------------------------------------------------------|
 MO1165
 MO1165                          SUPERSEDED SURVEY CONTROL
 MO1165
 MO1165  NAD 83(1986)-  41 47 26.49225(N)    104 51 57.11913(W) AD(       ) 2
 MO1165  NAD 27      -  41 47 26.59410(N)    104 51 55.22710(W) AD(       ) 2
 MO1165  NGVD 29 (07/19/86) 1717.5    (m)         5635.     (f) VERT ANG       
 MO1165
 MO1165.Superseded values are not recommended for survey control.
 MO1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1165.See file dsdata.txt to determine how the superseded data were derived.
 MO1165
 MO1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG1114526547(NAD 83)
 MO1165_MARKER: DD = SURVEY DISK
 MO1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1165_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1165
 MO1165  HISTORY     - Date     Condition        Report By
 MO1165  HISTORY     - 1963     MONUMENTED       USGS
 MO1165  HISTORY     - 1963     GOOD             USGS
 MO1165
 MO1165                          STATION DESCRIPTION
 MO1165
 MO1165'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (RLS)
 MO1165'THE STATION IS 3 MILES NORTHWEST OF CHUGWATER, NEAR THE CENTER
 MO1165'OF THE EAST SIDE OF SECTION 15, T 21 N, R 67 W, ON PROPERTY
 MO1165'OWNED BY MR. BILL LATHRUM, WHO LIVES ABOUT 0.6 MILE NORTHEAST
 MO1165'OF THE STATION.
 MO1165'
 MO1165'TO REACH THE STATION FROM THE POST OFFICE IN CHUGWATER, GO NORTH
 MO1165'ON U.S. HIGHWAY 87 FOR 2.5 MILES TO A SIDE ROAD ON THE LEFT AT A
 MO1165'SIGN HAROLD PIPER.  TURN LEFT AND GO WESTERLY ON A GRAVEL ROAD FOR
 MO1165'2.2 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE WEST, NORTH
 MO1165'AND WEST ON THE GRAVEL ROAD FOR 2.3 MILES TO THE AZIMUTH MARK
 MO1165'ON THE LEFT, NEAR THE SECOND TELEPHONE POLE EAST OF A POINT
 MO1165'WHERE THE ROAD CROSSES UNDER THE TELEPHONE LINE.  CONTINUE
 MO1165'WESTERLY FOR 0.1 MILE TO A BOARD GATE AT THE ENTRANCE TO RANCH
 MO1165'BUILDINGS.  TURN LEFT AND GO SOUTH 0.1 MILE TO A BOARD GATE.
 MO1165'PASS THROUGH THE GATE, TURN RIGHT AND GO WEST ALONG THE
 MO1165'SOUTH SIDE OF A FENCE FOR 0.15 MILE TO A WIRE GATE IN A
 MO1165'NORTH-SOUTH FENCE.  PASS THROUGH THE GATE AND GO SOUTHWEST
 MO1165'ACROSS RANGE LAND, UP A DRAW FOR 0.45 MILE TO A SADDLE.
 MO1165'TURN RIGHT AND GO NORTHWEST AND NORTHEAST FOR 0.15 MILE TO
 MO1165'THE STATION ON THE HIGHEST PART AND NORTHEAST END OF THE
 MO1165'RIDGE.
 MO1165'
 MO1165'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STATION DISK
 MO1165'STAMPED LATHRUM VA BM 1947 5362, SET IN A ROUND CONCRETE POST
 MO1165'WHICH PROJECTS 4 INCHES.
 MO1165'
 MO1165'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 MO1165'STAMPED LATHRUM NO 1 1947, SET IN A ROUND CONCRETE POST WHICH
 MO1165'PROJECTS 4 INCHES.
 MO1165'
 MO1165'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY REFERENCE DISK
 MO1165'STAMPED LATHRUM NO 2 1947, IS SET IN A ROUND CONCRETE POST WHICH
 MO1165'PROJECTS 5 INCHES.
 MO1165'
 MO1165'AZIMUTH MARK IS A STANDARD DISK STAMPED LATHRUM USGS 1963, SET
 MO1165'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 22
 MO1165'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1.5 FEET WEST
 MO1165'OF A TELEPHONE POLE.
 MO1165'
 MO1165'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MO1165
 MO1165                          STATION RECOVERY (1963)
 MO1165
 MO1165'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO1165'RECOVERED AND DESCRIBED.
 MO1165'
 MO1165'STATION MARK--STANDARD USGS TABLET, SET IN CONCRETE POST, STAMPED
 MO1165'---LATHRUM VABM 1947 5362---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0447 ***********************************************************************
 OU0447  DESIGNATION -  LAURIN
 OU0447  PID         -  OU0447
 OU0447  STATE/COUNTY-  WY/CAMPBELL
 OU0447  USGS QUAD   -  PINE TREE (1977)
 OU0447
 OU0447                         *CURRENT SURVEY CONTROL
 OU0447  ___________________________________________________________________
 OU0447* NAD 83(1993)-  43 32 06.21207(N)    105 45 13.80576(W)     ADJUSTED  
 OU0447* NAVD 88     -      1643.7    (meters)    5393.     (feet)  VERTCON   
 OU0447  ___________________________________________________________________
 OU0447  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 OU0447  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 OU0447  OBS GRAVITY -     979,980.1   (mgal)                       GRAV_OBS
 OU0447
 OU0447  HORZ ORDER  -  THIRD
 OU0447
 OU0447.The horizontal coordinates were established by classical geodetic methods
 OU0447.and adjusted by the National Geodetic Survey in January 1997..
 OU0447
 OU0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0447
 OU0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0447
 OU0447.The geoid height was determined by GEOID03.
 OU0447.The observed gravity was obtained from relative gravimeter ties
 OU0447.to the IGSN71 gravity network.
 OU0447
 OU0447;                    North         East     Units Scale Factor Converg.
 OU0447;SPC WY E     -   337,261.512   152,542.190   MT  0.99996519   -0 24 16.0
 OU0447;UTM  13      - 4,820,510.963   439,091.903   MT  0.99964563   -0 31 09.3
 OU0447
 OU0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0447!SPC WY E     -   0.99974462  x   0.99996519  =   0.99970982
 OU0447!UTM  13      -   0.99974462  x   0.99964563  =   0.99939034
 OU0447
 OU0447:                Primary Azimuth Mark                     Grid Az
 OU0447:SPC WY E     -  PINE TREE                                332 57 11.0
 OU0447:UTM  13      -  PINE TREE                                333 04 04.3
 OU0447
 OU0447|---------------------------------------------------------------------|
 OU0447| PID    Reference Object                     Distance      Geod. Az  |
 OU0447|                                                           dddmmss.s |
 OU0447| OU0448 PINE TREE                           APPROX. 9.3 KM 3323255.0 |
 OU0447|---------------------------------------------------------------------|
 OU0447
 OU0447                          SUPERSEDED SURVEY CONTROL
 OU0447
 OU0447  NAD 83(1986)-  43 32 06.19294(N)    105 45 13.78225(W) AD(       ) 3
 OU0447  NAD 27      -  43 32 06.30129(N)    105 45 11.78074(W) AD(       ) 3
 OU0447  NGVD 29 (07/19/86) 1642.9    (m)         5390.     (f) VERT ANG       
 OU0447
 OU0447.Superseded values are not recommended for survey control.
 OU0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0447.See file dsdata.txt to determine how the superseded data were derived.
 OU0447
 OU0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ3909220511(NAD 83)
 OU0447_MARKER: DD = SURVEY DISK
 OU0447_SETTING: 0 = UNSPECIFIED SETTING
 OU0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0447
 OU0447  HISTORY     - Date     Condition        Report By
 OU0447  HISTORY     - 1952     MONUMENTED       USGS
 OU0447
 OU0447                          STATION DESCRIPTION
 OU0447
 OU0447'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0447'STATION IS LOCATED IN SEC. 9, T 41 N, R 74 W, ABOUT 5.5 MI. S-SE. OF
 OU0447'PINE TREE JUNCTION, AND ABOUT 4.0 MI. W-SW. OF TURNERCREST, ON THE
 OU0447'HIGHEST POINT OF RIDGE, ABOUT 1.0 MI. S. OF RANCH BUILDINGS.
 OU0447'
 OU0447'TO REACH THE STATION FROM PINE TREE JUNCTION, GO S. ALONG GRADED RD.
 OU0447'3.3 MI. TO RD. FORK, TURN RIGHT 0.6 MI. TO CATTLEGUARD, CONTINUE 1.1
 OU0447'MI. TO RD. FORK W. OF RANCH BUILDINGS, TURN RIGHT 1.0 MI. TO TOP OF
 OU0447'HILL AND GATE WITH A TRAIL FORK JUST BEYOND, TURN LEFT 0.4 MI. TO
 OU0447'FORK, CONTINUE STRAIGHT (SE.) ALONG RIDGE 0.3 MI. TO ANOTHER FORK,
 OU0447'TAKE LEFT FORK 0.4 MI. TO CROSSTRAIL, CONTINUE STRAIGHT 0.5 MI. TO
 OU0447'TOP AND STATION ON THE LEFT.
 OU0447'
 OU0447'STATION MARK--STANDARD BRONZE TABLET, SET IN TOP OF CONCRETE POST,
 OU0447'STAMPED ---LAURIN 1952---.
 OU0447'
 OU0447'REFERENCE MARK NO. 1--STEEL ROD, IN CONCRETE POST, 38.22 FT. DISTANT,
 OU0447'N 77 DEG 38 MIN E.
 OU0447'
 OU0447'REFERENCE MARK NO. 2--STEEL ROD, DRIVEN IN GROUND, 46.61 FT. DISTANT,
 OU0447'S 14 DEG 55 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0672 ***********************************************************************
 NQ0672  DESIGNATION -  LAVA
 NQ0672  PID         -  NQ0672
 NQ0672  STATE/COUNTY-  WY/CONVERSE
 NQ0672  USGS QUAD   -  HYLTON RANCH (1974)
 NQ0672
 NQ0672                         *CURRENT SURVEY CONTROL
 NQ0672  ___________________________________________________________________
 NQ0672* NAD 83(1993)-  42 55 28.65150(N)    105 46 21.78136(W)     ADJUSTED  
 NQ0672* NAVD 88     -      1711.3    (meters)    5614.     (feet)  VERTCON   
 NQ0672  ___________________________________________________________________
 NQ0672  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 NQ0672  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NQ0672
 NQ0672  HORZ ORDER  -  THIRD
 NQ0672
 NQ0672.The horizontal coordinates were established by classical geodetic methods
 NQ0672.and adjusted by the National Geodetic Survey in January 1997..
 NQ0672
 NQ0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0672
 NQ0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0672
 NQ0672.The geoid height was determined by GEOID03.
 NQ0672
 NQ0672;                    North         East     Units Scale Factor Converg.
 NQ0672;SPC WY E     -   269,458.994   150,524.727   MT  0.99996760   -0 24 45.9
 NQ0672;UTM  13      - 4,752,734.236   436,940.033   MT  0.99964892   -0 31 34.6
 NQ0672
 NQ0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0672!SPC WY E     -   0.99973392  x   0.99996760  =   0.99970153
 NQ0672!UTM  13      -   0.99973392  x   0.99964892  =   0.99938293
 NQ0672
 NQ0672:                Primary Azimuth Mark                     Grid Az
 NQ0672:SPC WY E     -  TOUGH                                    352 42 48.8
 NQ0672:UTM  13      -  TOUGH                                    352 49 37.5
 NQ0672
 NQ0672|---------------------------------------------------------------------|
 NQ0672| PID    Reference Object                     Distance      Geod. Az  |
 NQ0672|                                                           dddmmss.s |
 NQ0672| NQ0671 TOUGH                               APPROX. 6.3 KM 3521802.9 |
 NQ0672|---------------------------------------------------------------------|
 NQ0672
 NQ0672                          SUPERSEDED SURVEY CONTROL
 NQ0672
 NQ0672  NAD 83(1986)-  42 55 28.63315(N)    105 46 21.76417(W) AD(       ) 3
 NQ0672  NAD 27      -  42 55 28.75344(N)    105 46 19.76357(W) AD(       ) 3
 NQ0672  NGVD 29 (07/19/86) 1710.4    (m)         5612.     (f) VERT ANG       
 NQ0672
 NQ0672.Superseded values are not recommended for survey control.
 NQ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0672.See file dsdata.txt to determine how the superseded data were derived.
 NQ0672
 NQ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3694052734(NAD 83)
 NQ0672_MARKER: DD = SURVEY DISK
 NQ0672_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0672_SP_SET: SET IN ROCK OUTCROP
 NQ0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0672+STABILITY: POSITION/ELEVATION WELL
 NQ0672
 NQ0672  HISTORY     - Date     Condition        Report By
 NQ0672  HISTORY     - 1947     MONUMENTED       USGS
 NQ0672
 NQ0672                          STATION DESCRIPTION
 NQ0672
 NQ0672'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0672'LOCATED ABOUT 7.0 MI. NE. OF GLENROCK, ON A HIGH RIDGE, ABOUT 1000
 NQ0672'FT. W. OF THE CORNER TO SEC. 7, 8, 17 AND 18, T 34 N, R 74 W.
 NQ0672'
 NQ0672'TO REACH STATION FROM DOUGLAS, GO W. FROM THE CHICAGO, BURLINGTON AND
 NQ0672'QUINCY RAILROAD CROSSING ON U.S. HIGHWAY NO. 87 FOR 2.9 MI., TAKE
 NQ0672'RIGHT FORK, LEAVING THE HIGHWAY, AND GO NW. ON ALONG THE ROSS RD. FOR
 NQ0672'8.0 MI. TO BRIDGE OVER THE NORTH PLATTE RIVER NEAR ORPHA, CONTINUE NW.
 NQ0672'ON ROSS RD. FOR 10.5 MI. TO CROSSROADS, TAKE LEFT RD. AND GO SW. 1.8
 NQ0672'MI., TURN W. AND GO W. 2.0 MI. TO SCHOOLHOUSE, CONTINUE W. FOR 1.1
 NQ0672'MI. AND TURN S. FOR 1.0 MI. TO T-RD. N., TURN RIGHT AND GO W. 4.3
 NQ0672'MI. TO TOP OF RIDGE AND A GATE ON N. SIDE OF RD., GO N. THROUGH
 NQ0672'GATE FOR 0.1 MI., STATION IS 500 FT. N. ON TOP OF HIGHEST HILL AND
 NQ0672'ABOUT 100 FT. N. OF THE S. END OF THE HILL.  (THIS STATION IS ALSO
 NQ0672'7.0 MI. NE. OF GLENROCK, OUT PAST THE CITY DUMP ALONG MAIN TRAVELED
 NQ0672'RD., ALWAYS KEEPING TO THE RIGHT).
 NQ0672'
 NQ0672'STATION MARK--STANDARD TABLET STAMPED ---LAVA 1947--- AND SET IN ROCK
 NQ0672'OUTCROP.
 NQ0672'
 NQ0672'REFERENCE MARKS--STANDARD REFERENCE TABLETS SET IN ROCK OUTCROP.
 NQ0672'(1) STAMPED ---LAVA NO. 1 1947--- AND 36.61 FT. NW. OF STATION,
 NQ0672'S 40 DEG 25 MIN E.  (2) STAMPED
 NQ0672'---LAVA NO. 2 1947--- AND 15.47 FT. E. OF STATION,
 NQ0672'S 55 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0761 ***********************************************************************
 OX0761  DESIGNATION -  LAVA MTN
 OX0761  PID         -  OX0761
 OX0761  STATE/COUNTY-  WY/FREMONT
 OX0761  USGS QUAD   -  LAVA MOUNTAIN (1991)
 OX0761
 OX0761                         *CURRENT SURVEY CONTROL
 OX0761  ___________________________________________________________________
 OX0761* NAD 83(1993)-  43 40 39.77367(N)    110 01 27.50566(W)     ADJUSTED  
 OX0761* NAVD 88     -      3187.3    (meters)   10457.     (feet)  VERTCON   
 OX0761  ___________________________________________________________________
 OX0761  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 OX0761  GEOID HEIGHT-          -8.00  (meters)                     GEOID03
 OX0761
 OX0761  HORZ ORDER  -  THIRD
 OX0761
 OX0761.The horizontal coordinates were established by classical geodetic methods
 OX0761.and adjusted by the National Geodetic Survey in January 1997..
 OX0761
 OX0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0761
 OX0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0761
 OX0761.The geoid height was determined by GEOID03.
 OX0761
 OX0761;                    North         East     Units Scale Factor Converg.
 OX0761;SPC WYWC     -   353,731.940   497,247.068   MT  1.00006732   -0 52 48.4
 OX0761;SPC WY W     -   452,944.446   804,759.521   MT  0.99993778   +0 02 26.7
 OX0761;UTM  12      - 4,836,540.841   578,647.681   MT  0.99967608   +0 40 25.9
 OX0761
 OX0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0761!SPC WYWC     -   0.99950171  x   1.00006732  =   0.99956899
 OX0761!SPC WY W     -   0.99950171  x   0.99993778  =   0.99943952
 OX0761!UTM  12      -   0.99950171  x   0.99967608  =   0.99917795
 OX0761
 OX0761:                Primary Azimuth Mark                     Grid Az
 OX0761:SPC WYWC     -  LONG                                     112 52 45.1
 OX0761:SPC WY W     -  LONG                                     111 57 30.0
 OX0761:UTM  12      -  LONG                                     111 19 30.8
 OX0761
 OX0761|---------------------------------------------------------------------|
 OX0761| PID    Reference Object                     Distance      Geod. Az  |
 OX0761|                                                           dddmmss.s |
 OX0761| OW0378 LONG                                APPROX.11.4 KM 1115956.7 |
 OX0761|---------------------------------------------------------------------|
 OX0761
 OX0761                          SUPERSEDED SURVEY CONTROL
 OX0761
 OX0761  NAD 83(1993)-  43 40 39.76393(N)    110 01 27.49438(W) AD(       ) 3
 OX0761  NAD 83(1986)-  43 40 39.76415(N)    110 01 27.49349(W) AD(       ) 3
 OX0761  NAD 27      -  43 40 39.95778(N)    110 01 24.85350(W) AD(       ) 3
 OX0761  NGVD 29 (07/19/86) 3185.8    (m)        10452.     (f) VERT ANG       
 OX0761
 OX0761.Superseded values are not recommended for survey control.
 OX0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0761.See file dsdata.txt to determine how the superseded data were derived.
 OX0761
 OX0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP7864836541(NAD 83)
 OX0761
 OX0761  HISTORY     - Date     Condition        Report By
 OX0761  HISTORY     - 1954     MONUMENTED       USGS
 OX0761  HISTORY     - 1965     GOOD             USGS
 OX0761
 OX0761                          STATION DESCRIPTION
 OX0761
 OX0761'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0761'STATION IS LOCATED ABOUT 26 MI. NW. OF DUBOIS, WYOMING ON PROMINIENT
 OX0761'MOUNTAIN KNOWN AS LAVA MOUNTAIN.  STATION IS ON HIGHEST KNOB WHICH IS
 OX0761'PARTIALLY COVERED BY SCRUB CONIFERS.
 OX0761'
 OX0761'TO REACH FROM DUBOIS, WYOMING GO W. ON U.S. HIGHWAY 287, 16.1 MI. TO
 OX0761'GRAVEL RD. TAKING  OFF TO LEFT, TAKE THIS RD. OVER WIND RIVER 0.3 MI.
 OX0761'TO FORK, CONTINUE LEFT 0.8 MI. TO LUMBER CAMP, TAKE RD. LEFT ACROSS
 OX0761'DRAIN  0.9 MI. TO FORK JUST BEYOND SMALL LAKE ON LEFT, TAKE LEFT
 OX0761'(JEEP RD. ALONG SHERIDAN CREEK) ABOUT 3 MI. THEN LEAVE TRAIL AND GO N.
 OX0761'ABOUT 1 MI. UP DRAIN AND MEADOW TO BASE OF MOUNTAIN AT ROCKY SLOPE AND
 OX0761'END OF JEEP TRAVEL. PACK NE. ABOUT AN HOUR AND A HALF TO HIGHEST
 OX0761'POINT AND STATION.
 OX0761'
 OX0761'RECOVERED.
 OX0761'
 OX0761'STATION MARK - STANDARD TABLET SET IN PLACED ROCK AND STAMPED ---LAVA
 OX0761'MTN 1954 ET 1965---.
 OX0761'
 OX0761'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0331 ***********************************************************************
 OW0331  DESIGNATION -  LAWRENCE
 OW0331  PID         -  OW0331
 OW0331  STATE/COUNTY-  WY/FREMONT
 OW0331  USGS QUAD   -  ST LAWRENCE BASIN (1993)
 OW0331
 OW0331                         *CURRENT SURVEY CONTROL
 OW0331  ___________________________________________________________________
 OW0331* NAD 83(1993)-  43 04 17.22402(N)    109 13 06.79311(W)     ADJUSTED  
 OW0331* NAVD 88     -      3279.3    (meters)   10759.     (feet)  VERTCON   
 OW0331  ___________________________________________________________________
 OW0331  LAPLACE CORR-         -21.19  (seconds)                    DEFLEC99
 OW0331  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 OW0331
 OW0331  HORZ ORDER  -  SECOND
 OW0331
 OW0331.The horizontal coordinates were established by classical geodetic methods
 OW0331.and adjusted by the National Geodetic Survey in January 1997..
 OW0331
 OW0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0331
 OW0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0331
 OW0331.The geoid height was determined by GEOID03.
 OW0331
 OW0331;                    North         East     Units Scale Factor Converg.
 OW0331;SPC WYWC     -   285,697.588   561,840.339   MT  0.99995541   -0 19 11.9
 OW0331;UTM  12      - 4,770,289.411   645,036.006   MT  0.99985878   +1 13 00.4
 OW0331
 OW0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0331!SPC WYWC     -   0.99948739  x   0.99995541  =   0.99944282
 OW0331!UTM  12      -   0.99948739  x   0.99985878  =   0.99934624
 OW0331
 OW0331:                Primary Azimuth Mark                     Grid Az
 OW0331:SPC WYWC     -  LAWRENCE AZ MK                           089 45 27.9
 OW0331:UTM  12      -  LAWRENCE AZ MK                           088 13 15.6
 OW0331
 OW0331|---------------------------------------------------------------------|
 OW0331| PID    Reference Object                     Distance      Geod. Az  |
 OW0331|                                                           dddmmss.s |
 OW0331| CP5669 LAWRENCE AZ MK                                     0892616.0 |
 OW0331| CP5670 LAWRENCE RM 1                        26.163 METERS 22534     |
 OW0331| CP5671 LAWRENCE RM 2                        16.504 METERS 26130     |
 OW0331|---------------------------------------------------------------------|
 OW0331
 OW0331                          SUPERSEDED SURVEY CONTROL
 OW0331
 OW0331  NAD 83(1986)-  43 04 17.21400(N)    109 13 06.78343(W) AD(       ) 2
 OW0331  NAD 27      -  43 04 17.36800(N)    109 13 04.30200(W) AD(       ) 2
 OW0331  NGVD 29 (11/06/89) 3277.9    (m)        10754.     (f) VERT ANG       
 OW0331
 OW0331.Superseded values are not recommended for survey control.
 OW0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0331.See file dsdata.txt to determine how the superseded data were derived.
 OW0331
 OW0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN4503670289(NAD 83)
 OW0331_MARKER: DS = TRIANGULATION STATION DISK
 OW0331_SETTING: 66 = SET IN ROCK OUTCROP
 OW0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0331
 OW0331  HISTORY     - Date     Condition        Report By
 OW0331  HISTORY     - 1936     MONUMENTED       CGS
 OW0331  HISTORY     - 1950     GOOD             USGS
 OW0331
 OW0331                          STATION DESCRIPTION
 OW0331
 OW0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0331'ABOUT 17-1/2 MILES WEST-NORTHWEST FROM FORT WASHAKIE, ABOUT 3
 OW0331'1/2 MILES N 54 DEG W FROM ST. LAWRENCE RANGER
 OW0331'STATION, ON APEX OF HIGH BARE AND TILTED RIDGE WHICH SLOPES
 OW0331'UP FROM NORTHEAST AND LIES BETWEEN ST. LAWRENCE CREEK AND NORTH
 OW0331'FORK OF SAGE CREEK, AT SOUTHWEST END OF CREST, AND ABOUT 15
 OW0331'FEET SOUTHWEST OF SLIGHTLY HIGHER POINT OF CRUMBLING ROCK.
 OW0331'TO REACH FROM FORT WASHAKIE, FOLLOW STATE HIGHWAY 287 NORTH 7.0
 OW0331'MILES.  BEAR LEFT ONTO GRADED ROAD AT BOTTOM OF BROAD VALLEY,
 OW0331'AND GO NORTHWEST AND WEST ON MAIN GRADED ROAD 5.5 MILES.  TAKE
 OW0331'LEFT FORK AT FOOT OF GRADE JUST BEYOND PASS AND CONTINUE
 OW0331'SOUTHWEST ON MAIN-TRAVELED ROAD 13.5 MILES TO END OF TRUCK
 OW0331'TRAVEL AT ST.  LAWRENCE RANGER STATION.  HORSES MAY USUALLY BE
 OW0331'OBTAINED AT RANGER STATION.  GO NORTH ACROSS VALLEY, CROSSING ST.
 OW0331'LAWRENCE CREEK, AND UP RIDGE TO CREST, THENCE WEST ALONG
 OW0331'RIDGE FOR ABOUT 3 MILES TO HIGHEST POINT AND STATION.  HORSES
 OW0331'CAN BE TAKEN TO STATION.  ABOUT 1-1/2 HOURS OF EASTY RIDING.
 OW0331'STATION MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.
 OW0331'REFRENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN OUTCROPPING
 OW0331'BEDROCK.  NO. 1 IS AT EDGE OF ROCK DIKE ALONG
 OW0331'SOUTHWEST EDGE OF SUMMIT, AND 26.163 METERS (85.84 FEET)
 OW0331'SOUTHWEST OF STATION S 39 DEG 33 MIN W.  NO. 2 IS ON CREST
 OW0331'OF SUMMIT, IN TOP OF SMALL LEDGE WHICH IS FLUSH WITH
 OW0331'GROUND, AND IS 16.504 METERS (54.15 FEET) WEST OF STATION
 OW0331'S 75 DEG 30 MIN W.  AZIMUTH MARK IS ON COMB OF RIM
 OW0331'ROCK RUNNING ALONG LONGITUDINAL CENTER OF RIDGE, 12 FEET
 OW0331'NORTH OF SOUTH EDGE OF RIM ROCK, AND APPROXIMATELY 0.3 MILE EAST
 OW0331'OF STATION N 89 DEG 26 MIN E.
 OW0331
 OW0331                          STATION RECOVERY (1950)
 OW0331
 OW0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0331'RECOVERED BY USGS IN 1950.
 OW0331'
 OW0331'STATION MARK--STANDARD DISK IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0421 ***********************************************************************
 OW0421  DESIGNATION -  LAWRENCE BASIN
 OW0421  PID         -  OW0421
 OW0421  STATE/COUNTY-  WY/FREMONT
 OW0421  USGS QUAD   -  ST LAWRENCE BASIN (1993)
 OW0421
 OW0421                         *CURRENT SURVEY CONTROL
 OW0421  ___________________________________________________________________
 OW0421* NAD 83(1993)-  43 01 01.37680(N)    109 12 21.26969(W)     ADJUSTED  
 OW0421* NAVD 88     -      3090.1    (meters)   10138.     (feet)  VERTCON   
 OW0421  ___________________________________________________________________
 OW0421  LAPLACE CORR-         -21.63  (seconds)                    DEFLEC99
 OW0421  GEOID HEIGHT-          -8.74  (meters)                     GEOID03
 OW0421
 OW0421  HORZ ORDER  -  THIRD
 OW0421
 OW0421.The horizontal coordinates were established by classical geodetic methods
 OW0421.and adjusted by the National Geodetic Survey in January 1997..
 OW0421
 OW0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0421
 OW0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0421
 OW0421.The geoid height was determined by GEOID03.
 OW0421
 OW0421;                    North         East     Units Scale Factor Converg.
 OW0421;SPC WYWC     -   279,648.564   562,837.375   MT  0.99995448   -0 18 39.7
 OW0421;UTM  12      - 4,764,269.852   646,194.718   MT  0.99986293   +1 13 27.0
 OW0421
 OW0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0421!SPC WYWC     -   0.99951700  x   0.99995448  =   0.99947150
 OW0421!UTM  12      -   0.99951700  x   0.99986293  =   0.99938000
 OW0421
 OW0421:                Primary Azimuth Mark                     Grid Az
 OW0421:SPC WYWC     -  LAWRENCE                                 350 38 24.6
 OW0421:UTM  12      -  LAWRENCE                                 349 06 17.9
 OW0421
 OW0421|---------------------------------------------------------------------|
 OW0421| PID    Reference Object                     Distance      Geod. Az  |
 OW0421|                                                           dddmmss.s |
 OW0421| OW0331 LAWRENCE                            APPROX. 6.1 KM 3501944.9 |
 OW0421|---------------------------------------------------------------------|
 OW0421
 OW0421                          SUPERSEDED SURVEY CONTROL
 OW0421
 OW0421  NAD 83(1986)-  43 01 01.35182(N)    109 12 21.25885(W) AD(       ) 3
 OW0421  NGVD 29 (11/06/89) 3088.8    (m)        10134.     (f) VERT ANG       
 OW0421
 OW0421.Superseded values are not recommended for survey control.
 OW0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0421.See file dsdata.txt to determine how the superseded data were derived.
 OW0421
 OW0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN4619564270(NAD 83)
 OW0421_MARKER: DD = SURVEY DISK
 OW0421_SETTING: 0 = UNSPECIFIED SETTING
 OW0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0421
 OW0421  HISTORY     - Date     Condition        Report By
 OW0421  HISTORY     - 1950     MONUMENTED       USGS
 OW0421
 OW0421                          STATION DESCRIPTION
 OW0421
 OW0421'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0421'STATION LOCATED IN T 1 N, R 4 W, SEC. 35 (WIND RIVER BASE LINE AND
 OW0421'WIND RIVER MERIDIAN).  STATION LOCATED ON HIGHEST POINT OF NEAREST
 OW0421'MOUNTAIN SEEN IMMEDIATELY SE. FROM LAWRENCE RANGER STATION.  STATION
 OW0421'ON BARE ROCKY CREST.
 OW0421'
 OW0421'TO REACH BY JEEP FROM FT. WASHAKIE, FOLLOW U.S. HIGHWAY 287 N. FOR
 OW0421'7.4 MI., TURN LEFT ON SAGE CREEK RD., FOLLOW RD. 5.8 MI. TO FORK AND
 OW0421'TAKE LEFT FORK 14.8 MI. FURTHER TO LAWRENCE BASIN AND LAWRENCE RANGER
 OW0421'STATION.  FROM RANGER STATION POINT CAN BE REACHED EITHER BY HORSE
 OW0421'BACK ALL THE WAY OR BY JEEP PARTLY AND REST BY WALKING.  EITHER WAY
 OW0421'FOLLOWS SAME ROUTE.  FOLLOW TRAIL LEADING SE. FROM RANGER STATION TO
 OW0421'RAFT AND TWIN LAKES FOR 1.0 MI.  AT THAT POINT JEEP CAN TRAVEL NO
 OW0421'FURTHER AND WALKING OR HORSE BACK CONTINUE AFTER GOING OFF TRAIL TO
 OW0421'LEFT FOR ABOUT 2.0 MI. UP RIDGE AND TO TOP OF PEAK.
 OW0421'
 OW0421'STATION MARK--STANDARD USGS TABLET SET IN SOLID ROCK, STAMPED
 OW0421'---WR-LAWRENCE BASIN 1950---.
 OW0421'
 OW0421'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0384 ***********************************************************************
 OU0384  DESIGNATION -  LAWVER
 OU0384  PID         -  OU0384
 OU0384  STATE/COUNTY-  WY/CAMPBELL
 OU0384  USGS QUAD   -  OPEN A RANCH (1971)
 OU0384
 OU0384                         *CURRENT SURVEY CONTROL
 OU0384  ___________________________________________________________________
 OU0384* NAD 83(1993)-  43 52 11.60076(N)    105 11 04.89985(W)     ADJUSTED  
 OU0384* NAVD 88     -      1540.7    (meters)    5055.     (feet)  VERTCON   
 OU0384  ___________________________________________________________________
 OU0384  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 OU0384  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 OU0384
 OU0384  HORZ ORDER  -  FIRST
 OU0384
 OU0384.The horizontal coordinates were established by classical geodetic methods
 OU0384.and adjusted by the National Geodetic Survey in January 1997..
 OU0384
 OU0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0384
 OU0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0384
 OU0384.The geoid height was determined by GEOID03.
 OU0384
 OU0384;                    North         East     Units Scale Factor Converg.
 OU0384;SPC WY E     -   374,293.633   198,550.998   MT  0.99993753   -0 00 45.0
 OU0384;UTM  13      - 4,857,438.451   485,159.968   MT  0.99960271   -0 07 40.8
 OU0384
 OU0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0384!SPC WY E     -   0.99976079  x   0.99993753  =   0.99969833
 OU0384!UTM  13      -   0.99976079  x   0.99960271  =   0.99936359
 OU0384
 OU0384|---------------------------------------------------------------------|
 OU0384| PID    Reference Object                     Distance      Geod. Az  |
 OU0384|                                                           dddmmss.s |
 OU0384| CP9825 LAWVER RM 1                          10.335 METERS 15057     |
 OU0384| CP9824 LAWVER AZ MK                                       2644946.4 |
 OU0384| CP9826 LAWVER RM 2                          10.057 METERS 31854     |
 OU0384|---------------------------------------------------------------------|
 OU0384
 OU0384                          SUPERSEDED SURVEY CONTROL
 OU0384
 OU0384  NAD 83(1986)-  43 52 11.58310(N)    105 11 04.87053(W) AD(       ) 1
 OU0384  NAD 27      -  43 52 11.67500(N)    105 11 02.94600(W) AD(       ) 1
 OU0384  NGVD 29 (07/19/86) 1539.9    (m)         5052.     (f) VERT ANG       
 OU0384
 OU0384.Superseded values are not recommended for survey control.
 OU0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0384.See file dsdata.txt to determine how the superseded data were derived.
 OU0384
 OU0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ8516057438(NAD 83)
 OU0384_MARKER: DS = TRIANGULATION STATION DISK
 OU0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0384
 OU0384  HISTORY     - Date     Condition        Report By
 OU0384  HISTORY     - 1955     MONUMENTED       CGS
 OU0384  HISTORY     - 1962     GOOD             USFS
 OU0384
 OU0384                          STATION DESCRIPTION
 OU0384
 OU0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0384'THE STATION IS ABOUT 28 MILES (AIRLINE) SOUTHEAST OF GILLETTE,
 OU0384'9-1/2 MI. NORTHEAST OF THE WRIGHT POST OFFICE, IN T 46N,
 OU0384'R 69W, SECTION 18.  IT IS ON THE SOUTH END AND HIGHEST PART
 OU0384'OF A LONG RIDGE EXTENDING NORTH AND SOUTH.  THERE IS AN EAST-WEST
 OU0384'FENCE LINE WHICH CROSSES OVER THE RIDGE ABOUT 200 FEET SOUTH
 OU0384'OF THE STATION.
 OU0384'
 OU0384'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO
 OU0384'EAST ON EAST THIRD STREET 0.45 MILE TO STATE HIGHWAY 59.  TURN
 OU0384'RIGHT, SOUTH, ON HIGHWAY, GO 27.4 MILES TO BRIDGE OVER THE
 OU0384'BELLE FOURCHE RIVER.  CONTINUE SOUTH ON HIGHWAY 5.2 MILES TO
 OU0384'A SIDE ROAD LEFT.  TURN LEFT, EAST, GO 4.7 MILES TO A CROSS
 OU0384'ROAD.  CONTINUE STRAIGHT AHEAD, EAST, 5.8 MILES TO THE END OF
 OU0384'GRADED ROAD.  TURN LEFT, NORTH, GO 0.8 MILE TO THE RANCH HOUSE
 OU0384'OF MR. GEORGE W. ROSE, AND THE AZIMUTH MARK.  THIS RANCH HOUSE
 OU0384'WAS FORMERLY THE LAWVER POST OFFICE GO EAST FROM HOUSE 0.1
 OU0384'MILE TO A GATE AT NORTH SIDE OF WINDMILL.  PASS THROUGH
 OU0384'GATE, GO SOUTHEAST ON TRACK ROAD 0.9 MILE TO A GATE WHICH IS
 OU0384'NORTHWEST OF A RESERVOIR.  PASS THROUGH GATE, GO 0.1 MILE TO A
 OU0384'TRACK ROAD WHICH LEADS NORTH JUST BEFORE CROSSING WASH.
 OU0384'GO NORTH AND EAST ON THIS TRACK ROAD, WHICH PARALLELS AN
 OU0384'EAST-WEST FENCE LINE, AFTER REACHING TOP OF GRADE, 1.4
 OU0384'MILES TO A GATE.  GO EAST ALONG THE SOUTH SIDE OF THE FENCE
 OU0384'LINE 0.5 MILE TO A GATE AT A T- FENCE CORNER.  PASS
 OU0384'THROUGH THE GATE AND PROCEED NORTH ABOUT 100 FEET,
 OU0384'THEN EAST ON DIM TRACKS FOR 0.3 MILE TO SUMMIT AND
 OU0384'STATION.
 OU0384'
 OU0384'STATION MARKS ARE STANDARD DISKS STAMPED LAWVER 1955.  THE
 OU0384'SURFACE DISK IS SET IN A 12 IN BY 12 IN CONCRETE POST WHICH
 OU0384'PROJECTS 6 INCHES ABOVE GROUND.  THE UNDERGROUND MARK IS SET
 OU0384'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE.
 OU0384'
 OU0384'REFERENCE MARK 1, A STANDARD DISK SET IN A 12 IN BY 12 IN CONCRETE
 OU0384'POST, STAMPED LAWVER NO 1 1955, PROJECTING 2 INCHES ABOVE GROUND,
 OU0384'IS SOUTHEAST OF THE STATION.
 OU0384'
 OU0384'REFERENCE MARK 2, A STANDARD DISK SET IN A 12 IN BY 12 IN
 OU0384'CONCRETE POST, STAMPED LAWVER NO 2 1955, PROJECTING 4 INCHES
 OU0384'ABOVE GROUND, IS NORTHWEST OF THE STATION.
 OU0384'
 OU0384'THE AZIMUTH MARK, A STANDARD DISK SET IN A 12 IN BY 12 IN
 OU0384'CONCRETE POST, PROJECTING 8 INCHES, STAMPED LAWVER 1955, IS
 OU0384'ABOUT 3 MILES WEST OF THE STATION AT MR. GEORGE W. ROSES
 OU0384'RESIDENCE, 36 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 OU0384'AND 18 INCHES EAST OF THE YARD FENCE.
 OU0384'
 OU0384'A 4 FOOT STAND WAS USED.
 OU0384
 OU0384                          STATION RECOVERY (1962)
 OU0384
 OU0384'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0384'ALL STATION MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0970 ***********************************************************************
 PY0970  DESIGNATION -  LC 38
 PY0970  PID         -  PY0970
 PY0970  STATE/COUNTY-  WY/PARK
 PY0970  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0970
 PY0970                         *CURRENT SURVEY CONTROL
 PY0970  ___________________________________________________________________
 PY0970* NAD 83(1986)-  44 44 05.     (N)    110 30 51.     (W)     SCALED    
 PY0970* NAVD 88     -      2413.418  (meters)    7918.02   (feet)  ADJUSTED  
 PY0970  ___________________________________________________________________
 PY0970  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 PY0970  DYNAMIC HT  -        2411.867 (meters)    7912.93  (feet)  COMP
 PY0970  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 PY0970
 PY0970  VERT ORDER  -  FIRST     CLASS II
 PY0970
 PY0970.The horizontal coordinates were scaled from a topographic map and have
 PY0970.an estimated accuracy of +/- 6 seconds.
 PY0970
 PY0970.The orthometric height was determined by differential leveling
 PY0970.and adjusted by the National Geodetic Survey in June 1991..
 PY0970
 PY0970.The geoid height was determined by GEOID03.
 PY0970
 PY0970.The dynamic height is computed by dividing the NAVD 88
 PY0970.geopotential number by the normal gravity value computed on the
 PY0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0970.degrees latitude (g = 980.6199 gals.).
 PY0970
 PY0970.The modeled gravity was interpolated from observed gravity values.
 PY0970
 PY0970;                    North         East    Units  Estimated Accuracy
 PY0970;SPC WYWC     -   471,900.      460,270.      MT  (+/- 180 meters Scaled)
 PY0970
 PY0970                          SUPERSEDED SURVEY CONTROL
 PY0970
 PY0970  NGVD 29 (08/20/92) 2412.040  (m)         7913.50   (f) ADJUSTED    1 2
 PY0970
 PY0970.Superseded values are not recommended for survey control.
 PY0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0970.See file dsdata.txt to determine how the superseded data were derived.
 PY0970
 PY0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ384535(NAD 83)
 PY0970_MARKER: DB = BENCH MARK DISK
 PY0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0970_SP_SET: CONCRETE POST
 PY0970_STAMPING: LC 38 1977
 PY0970_MARK LOGO: NPS   
 PY0970_PROJECTION: FLUSH
 PY0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0970+STABILITY: SURFACE MOTION
 PY0970
 PY0970  HISTORY     - Date     Condition        Report By
 PY0970  HISTORY     - 1977     MONUMENTED       NPS
 PY0970  HISTORY     - 1987     GOOD             NGS
 PY0970
 PY0970                          STATION DESCRIPTION
 PY0970
 PY0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0970'1.7 KM (1.05 MI) WEST FROM CANYON VILLAGE.
 PY0970'1.7 KM (1.05 MI) WESTERLY ALONG NORRIS JUNCTION HIGHWAY FROM THE
 PY0970'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, 20.1 M (65.9 FT) NORTH
 PY0970'OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A METAL
 PY0970'POST.
 PY0970'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0834 ***********************************************************************
 PY0834  DESIGNATION -  LC 58
 PY0834  PID         -  PY0834
 PY0834  STATE/COUNTY-  WY/PARK
 PY0834  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0834
 PY0834                         *CURRENT SURVEY CONTROL
 PY0834  ___________________________________________________________________
 PY0834* NAD 83(1986)-  44 43 01.     (N)    110 30 19.     (W)     SCALED    
 PY0834* NAVD 88     -      2367.601  (meters)    7767.70   (feet)  ADJUSTED  
 PY0834  ___________________________________________________________________
 PY0834  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0834  DYNAMIC HT  -        2366.085 (meters)    7762.73  (feet)  COMP
 PY0834  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 PY0834
 PY0834  VERT ORDER  -  FIRST     CLASS II
 PY0834
 PY0834.The horizontal coordinates were scaled from a topographic map and have
 PY0834.an estimated accuracy of +/- 6 seconds.
 PY0834
 PY0834.The orthometric height was determined by differential leveling
 PY0834.and adjusted by the National Geodetic Survey in June 1991..
 PY0834
 PY0834.The geoid height was determined by GEOID03.
 PY0834
 PY0834.The dynamic height is computed by dividing the NAVD 88
 PY0834.geopotential number by the normal gravity value computed on the
 PY0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0834.degrees latitude (g = 980.6199 gals.).
 PY0834
 PY0834.The modeled gravity was interpolated from observed gravity values.
 PY0834
 PY0834;                    North         East    Units  Estimated Accuracy
 PY0834;SPC WYWC     -   469,910.      460,930.      MT  (+/- 180 meters Scaled)
 PY0834
 PY0834                          SUPERSEDED SURVEY CONTROL
 PY0834
 PY0834  NGVD 29 (08/20/92) 2366.229  (m)         7763.20   (f) ADJUSTED    1 2
 PY0834
 PY0834.Superseded values are not recommended for survey control.
 PY0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0834.See file dsdata.txt to determine how the superseded data were derived.
 PY0834
 PY0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ391516(NAD 83)
 PY0834_MARKER: DB = BENCH MARK DISK
 PY0834_SETTING: 66 = SET IN ROCK OUTCROP
 PY0834_SP_SET: BEDROCK
 PY0834_STAMPING: LC 58 1977
 PY0834_MARK LOGO: NPS   
 PY0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0834+STABILITY: POSITION/ELEVATION WELL
 PY0834
 PY0834  HISTORY     - Date     Condition        Report By
 PY0834  HISTORY     - 1977     MONUMENTED       NPS
 PY0834  HISTORY     - 1987     GOOD             NGS
 PY0834  HISTORY     - 1988     GOOD             USGS
 PY0834
 PY0834                          STATION DESCRIPTION
 PY0834
 PY0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0834'2.6 KM (1.60 MI) SOUTH FROM CANYON VILLAGE.
 PY0834'2.6 KM (1.60 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0834'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR THE CENTER OF A 4
 PY0834'BY 6 FOOT DOME SHAPED AREA OF OUTCROPPING BEDROCK, 30.0 M (98.4 FT)
 PY0834'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 9.1 M (29.9 FT) NORTH OF
 PY0834'THE CENTER OF A SERVICE ROAD.
 PY0834'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 PY0834
 PY0834                          STATION RECOVERY (1988)
 PY0834
 PY0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0422 ***********************************************************************
 OW0422  DESIGNATION -  LCBSB 1
 OW0422  PID         -  OW0422
 OW0422  STATE/COUNTY-  WY/FREMONT
 OW0422  USGS QUAD   -  RIVERTON NE (1978)
 OW0422
 OW0422                         *CURRENT SURVEY CONTROL
 OW0422  ___________________________________________________________________
 OW0422* NAD 83(1993)-  43 14 54.64402(N)    108 15 11.26475(W)     ADJUSTED  
 OW0422* NAVD 88     -      1525.3    (meters)    5004.     (feet)  VERTCON   
 OW0422  ___________________________________________________________________
 OW0422  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 OW0422  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 OW0422
 OW0422  HORZ ORDER  -  THIRD
 OW0422
 OW0422.The horizontal coordinates were established by classical geodetic methods
 OW0422.and adjusted by the National Geodetic Survey in January 1997..
 OW0422
 OW0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0422
 OW0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0422
 OW0422.The geoid height was determined by GEOID03.
 OW0422
 OW0422;                    North         East     Units Scale Factor Converg.
 OW0422;SPC WYWC     -   305,380.432   640,349.180   MT  0.99995752   +0 20 25.6
 OW0422;UTM  12      - 4,792,076.175   722,993.840   MT  1.00021174   +1 52 58.2
 OW0422
 OW0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0422!SPC WYWC     -   0.99976311  x   0.99995752  =   0.99972064
 OW0422!UTM  12      -   0.99976311  x   1.00021174  =   0.99997480
 OW0422
 OW0422:                Primary Azimuth Mark                     Grid Az
 OW0422:SPC WYWC     -  BEND                                     158 01 59.0
 OW0422:UTM  12      -  BEND                                     156 29 26.4
 OW0422
 OW0422|---------------------------------------------------------------------|
 OW0422| PID    Reference Object                     Distance      Geod. Az  |
 OW0422|                                                           dddmmss.s |
 OW0422| OW0263 BEND                                APPROX. 7.5 KM 1582224.6 |
 OW0422|---------------------------------------------------------------------|
 OW0422
 OW0422                          SUPERSEDED SURVEY CONTROL
 OW0422
 OW0422  NAD 83(1986)-  43 14 54.62947(N)    108 15 11.27143(W) AD(       ) 3
 OW0422  NGVD 29 (11/06/89) 1524.3    (m)         5001.     (f) VERT ANG       
 OW0422
 OW0422.Superseded values are not recommended for survey control.
 OW0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0422.See file dsdata.txt to determine how the superseded data were derived.
 OW0422
 OW0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2299492076(NAD 83)
 OW0422_MARKER: DD = SURVEY DISK
 OW0422_SETTING: 0 = UNSPECIFIED SETTING
 OW0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0422
 OW0422  HISTORY     - Date     Condition        Report By
 OW0422  HISTORY     - 1948     MONUMENTED       USGS
 OW0422
 OW0422                          STATION DESCRIPTION
 OW0422
 OW0422'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0422'LOCATED ABOUT 7 MI. W. OF SHOSHONI ON S. EDGE OF E-W. RIDGE ABOUT 0.4
 OW0422'MI. FROM E. END.  NEAR CENTER S/2 SEC. 11, T 3 N, R 5 E.
 OW0422'
 OW0422'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 20 AND WYOMING STATE
 OW0422'HIGHWAY 320 IN SHOSHONI, TAKE WYOMING STATE HIGHWAY 320 W. 3.6 MI. TO
 OW0422'THROUGH TRUSS BRIDGE, CONTINUE 0.3 MI. TO RD. ON RIGHT, TAKE THIS RD.
 OW0422'N. 0.3 MI. TO BRIDGE, CONTINUE 0.45 MI. TO RD. ON LEFT, TAKE THIS RD.
 OW0422'W. TO LEFT OF SHEEP CORRAL AND GO 3.05 MI. TO POINT WHERE RD. TURNS
 OW0422'LEFT ON TOP OF RIDGE, CONTINUE ON RD. SW. 0.25 MI. THEN TURN RIGHT
 OW0422'FOLLOWING RD. AND GO W. 0.1 MI.  STATION IS 57 FT. S. OF RD.
 OW0422'
 OW0422'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST, STAMPED
 OW0422'---LCBSB-1 1948 VABM 5001---.
 OW0422'
 OW0422'REFERENCE MARK NO. 1--3 BY 3 IN. CONCRETE POST WITH COPPER NAIL AND
 OW0422'WASHER IN TOP, 199.77 FT. W. OF STATION, 27 FT. S. OF RD. AT HEAD OF
 OW0422'MOST NORTHERLY OF NUMEROUS SMALL WASHES IN VICINITY N 70
 OW0422'DEGREES 58 MINUTES, SE.
 OW0422'
 OW0422'REFERENCE MARK NO. 2--3 BY 3 IN. CONCRETE POST WITH COPPER NAIL AND
 OW0422'WASHER IN TOP, 77.16 FT. SE. OF STATION AT HEAD OF SMALL WASH N 44 DEG
 OW0422'37 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0865 ***********************************************************************
 PY0865  CBN         -  This is a Cooperative Base Network Control Station.
 PY0865  DESIGNATION -  LE HARDY
 PY0865  PID         -  PY0865
 PY0865  STATE/COUNTY-  WY/PARK
 PY0865  USGS QUAD   -  LAKE (1986)
 PY0865
 PY0865                         *CURRENT SURVEY CONTROL
 PY0865  ___________________________________________________________________
 PY0865* NAD 83(1993)-  44 35 58.07798(N)    110 23 12.33667(W)     ADJUSTED  
 PY0865* NAVD 88     -      2364.518  (meters)    7757.59   (feet)  ADJUSTED  
 PY0865  ___________________________________________________________________
 PY0865  X           -  -1,585,237.412 (meters)                     COMP
 PY0865  Y           -  -4,265,591.689 (meters)                     COMP
 PY0865  Z           -   4,457,419.268 (meters)                     COMP
 PY0865  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 PY0865  ELLIP HEIGHT-        2356.02  (meters)          (09/07/01) GPS OBS
 PY0865  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0865  DYNAMIC HT  -        2362.959 (meters)    7752.47  (feet)  COMP
 PY0865  MODELED GRAV-     979,873.4   (mgal)                       NAVD 88
 PY0865
 PY0865  HORZ ORDER  -  B
 PY0865  VERT ORDER  -  FIRST     CLASS II
 PY0865  ELLP ORDER  -  FOURTH    CLASS I
 PY0865
 PY0865.The horizontal coordinates were established by GPS observations
 PY0865.and adjusted by the National Geodetic Survey in May 1992..
 PY0865
 PY0865.The orthometric height was determined by differential leveling
 PY0865.and adjusted by the National Geodetic Survey in June 1991..
 PY0865
 PY0865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0865
 PY0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0865
 PY0865.The ellipsoidal height was determined by GPS observations
 PY0865.and is referenced to NAD 83.
 PY0865
 PY0865.The geoid height was determined by GEOID03.
 PY0865
 PY0865.The dynamic height is computed by dividing the NAVD 88
 PY0865.geopotential number by the normal gravity value computed on the
 PY0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0865.degrees latitude (g = 980.6199 gals.).
 PY0865
 PY0865.The modeled gravity was interpolated from observed gravity values.
 PY0865
 PY0865;                    North         East     Units Scale Factor Converg.
 PY0865;SPC WYWC     -   456,660.059   470,058.532   MT  1.00014507   -1 08 57.9
 PY0865;UTM  12      - 4,938,640.605   548,668.242   MT  0.99962913   +0 25 50.1
 PY0865
 PY0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0865!SPC WYWC     -   0.99963073  x   1.00014507  =   0.99977574
 PY0865!UTM  12      -   0.99963073  x   0.99962913  =   0.99925999
 PY0865
 PY0865                          SUPERSEDED SURVEY CONTROL
 PY0865
 PY0865  ELLIP H (05/15/92) 2356.10   (m)                       GP(       ) 4 2
 PY0865  NAD 83(1993)-  44 35 58.06879(N)    110 23 12.32031(W) AD(       ) 1
 PY0865  NAVD 88 (05/28/92) 2364.52   (m)         7757.6    (f) LEVELING    3  
 PY0865  NGVD 29 (08/20/92) 2363.136  (m)         7753.06   (f) ADJUSTED    1 2
 PY0865
 PY0865.Superseded values are not recommended for survey control.
 PY0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0865.See file dsdata.txt to determine how the superseded data were derived.
 PY0865
 PY0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4866838641(NAD 83)
 PY0865_MARKER: I = METAL ROD
 PY0865_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0865_SP_SET: STAINLESS STEEL ROD
 PY0865_STAMPING: LE HARDY 1987
 PY0865_MARK LOGO: NGS   
 PY0865_PROJECTION: FLUSH
 PY0865_MAGNETIC: I = MARKER IS A STEEL ROD
 PY0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0865+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0865_ROD/PIPE-DEPTH: 7.3  meters
 PY0865
 PY0865  HISTORY     - Date     Condition        Report By
 PY0865  HISTORY     - 1987     MONUMENTED       NGS
 PY0865  HISTORY     - 1987     GOOD             NGS
 PY0865  HISTORY     - 1988     GOOD             USGS
 PY0865
 PY0865                          STATION DESCRIPTION
 PY0865
 PY0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0865'THE STATION IS LOCATED IN THE EAST CENTRAL AREA OF YELLOWSTONE
 PY0865'NATIONAL PARK,
 PY0865'17.7 KM (11 MI) SOUTHEAST OF CANYON JUNCTION,
 PY0865'3.2 KM (2 MI) NORTH OF LAKE JUNCTION,
 PY0865'1.2 KM (0.75 MI) SOUTH OF LE HARDY RAPIDS, IN A GRASS AREA AT A
 PY0865'POINT WHERE THE ROAD AND THE YELLOWSTONE RIVER ALMOST MERGE AT A
 PY0865'TURNOUT.
 PY0865'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0865'
 PY0865'TO REACH THE STATION FROM LAKE JUNCTION IN YELLOWSTONE NATIONAL
 PY0865'PARK, GO NORTH FOR 3.9 KM (2.4 MI) ON THE CANYON-LAKE ROAD TO A
 PY0865'TURNOUT AND STATION ON THE RIGHT, ABOUT MIDWAY BETWEEN TWO TRASH
 PY0865'CAN SUPPORT POSTS.
 PY0865'
 PY0865'THE STATION IS A PUNCH HOLE ON THE APPROXIMATE TOP CENTER OF A
 PY0865'STAINLESS STEEL ROD
 PY0865'THAT IS ---UNSTAMPED---,
 PY0865'DRIVEN TO A DEPTH OF 7.3 METERS (24.0 FT), RECESSED 10 CM BELOW
 PY0865'GROUND, ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE STAMPED---LE HARDY
 PY0865'1987---, FLUSH WITH GROUND.  LOCATED
 PY0865'37.0 METERS (121.4 FT) WEST FROM THE RIVER BANK,
 PY0865'25.1 METERS (82.3 FT) EAST FROM THE APPROXIMATE CENTER OF ROAD,
 PY0865'ABOUT 1.5 METERS LOWER THAN THE ROAD,
 PY0865'19.5 METERS (64.0 FT) NORTHEAST FROM A TRASH CAN SUPPORT,
 PY0865'17.1 METERS (56.0 FT) SOUTHEAST FROM TRASH CAN SUPPORT L 32,
 PY0865'12.2 METERS (40.0 FT) EAST FROM THE TURNOUT CURB AND
 PY0865'6.0 METERS (19.7 FT) NORTHWEST FROM A WELL USED TRAIL CROSSING.
 PY0865'
 PY0865'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0865'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0865'
 PY0865'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0865'
 PY0865'DESCRIBED BY G.R. HEID.
 PY0865
 PY0865                          STATION RECOVERY (1987)
 PY0865
 PY0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0865'3.9 KM (2.40 MI) NORTH FROM LAKE JUNCTION.
 PY0865'3.9 KM (2.40 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0865'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, 30.1 M (98.8
 PY0865'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 16.0 M (52.5 FT) SOUTHEAST
 PY0865'OF A GARBAGE CAN PEDISTAL, AND 15.1 M (49.5 FT) EAST OF THE EAST CURB
 PY0865'OF A PARKING AREA.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PY0865'5-INCH LOGO CAP.
 PY0865'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PY0865
 PY0865                          STATION RECOVERY (1988)
 PY0865
 PY0865'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0536 ***********************************************************************
 NQ0536  DESIGNATION -  LEBAR
 NQ0536  PID         -  NQ0536
 NQ0536  STATE/COUNTY-  WY/CONVERSE
 NQ0536  USGS QUAD   -  SIMPSON DRAW NW (1970)
 NQ0536
 NQ0536                         *CURRENT SURVEY CONTROL
 NQ0536  ___________________________________________________________________
 NQ0536* NAD 83(1993)-  42 57 46.99071(N)    105 12 32.80460(W)     ADJUSTED  
 NQ0536* NAVD 88     -      1578.     (meters)    5177.     (feet)  VERTCON   
 NQ0536  ___________________________________________________________________
 NQ0536  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 NQ0536  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 NQ0536
 NQ0536  HORZ ORDER  -  FIRST
 NQ0536
 NQ0536.The horizontal coordinates were established by classical geodetic methods
 NQ0536.and adjusted by the National Geodetic Survey in January 1997..
 NQ0536
 NQ0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0536
 NQ0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0536
 NQ0536.The geoid height was determined by GEOID03.
 NQ0536
 NQ0536;                    North         East     Units Scale Factor Converg.
 NQ0536;SPC WY E     -   273,550.376   196,537.078   MT  0.99993765   -0 01 44.1
 NQ0536;UTM  13      - 4,756,733.116   482,945.382   MT  0.99960358   -0 08 33.1
 NQ0536
 NQ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0536!SPC WY E     -   0.99975495  x   0.99993765  =   0.99969261
 NQ0536!UTM  13      -   0.99975495  x   0.99960358  =   0.99935863
 NQ0536
 NQ0536:                Primary Azimuth Mark                     Grid Az
 NQ0536:SPC WY E     -  20 MILE                                  082 39 52.0
 NQ0536:UTM  13      -  20 MILE                                  082 46 41.0
 NQ0536
 NQ0536|---------------------------------------------------------------------|
 NQ0536| PID    Reference Object                     Distance      Geod. Az  |
 NQ0536|                                                           dddmmss.s |
 NQ0536| NQ0529 20 MILE                             APPROX.18.4 KM 0823807.9 |
 NQ0536| CP9832 LEBAR RM 1                           16.751 METERS 22955     |
 NQ0536| CP9833 LEBAR RM 2                           23.998 METERS 33307     |
 NQ0536|---------------------------------------------------------------------|
 NQ0536
 NQ0536                          SUPERSEDED SURVEY CONTROL
 NQ0536
 NQ0536  NAD 83(1986)-  42 57 46.96921(N)    105 12 32.78996(W) AD(       ) 1
 NQ0536  NAD 27      -  42 57 47.08700(N)    105 12 30.86800(W) AD(       ) 1
 NQ0536  NGVD 29 (07/19/86) 1577.     (m)         5174.     (f) VERT ANG       
 NQ0536
 NQ0536.Superseded values are not recommended for survey control.
 NQ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0536.See file dsdata.txt to determine how the superseded data were derived.
 NQ0536
 NQ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8294556733(NAD 83)
 NQ0536_MARKER: DS = TRIANGULATION STATION DISK
 NQ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0536
 NQ0536  HISTORY     - Date     Condition        Report By
 NQ0536  HISTORY     - 1938     MONUMENTED       CGS
 NQ0536  HISTORY     - 1947     GOOD             USGS
 NQ0536  HISTORY     - 1963     GOOD             CGS
 NQ0536
 NQ0536                          STATION DESCRIPTION
 NQ0536
 NQ0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 NQ0536'STATION LEBAR, IN THE EAST CENTRAL PART OF CONVERSE COUNTY, IS
 NQ0536'ON THE HIGHEST PART OF A SAGE AND GRASS COVERED RIDGE BETWEEN
 NQ0536'WALKER CREEK ON THE SOUTH AND LIGHTNING CREEK ON THE NORTH.
 NQ0536'IT IS ABOUT 17 MILES, AIRLINE, NORTH-NORTHEAST OF DOUGLAS.
 NQ0536'41 MILES, AIRLINE WEST-NORTHWEST OF LUSK AND ABOUT 4 MILES EAST
 NQ0536'OF STATE HIGHWAY NO. 387.
 NQ0536'
 NQ0536'TO REACH FROM DOUGLAS GO NORTH ON STATE HIGHWAY NO. 387,
 NQ0536'PAVED, 14.9 MILES TO A DIRT ROAD TO THE RIGHT, EAST, AT
 NQ0536'A POINT WHERE THE STATE HIGHWAY MAKES A SWEEPING CURVE
 NQ0536'TO THE RIGHT AND A SIGN MARKED WALKER CREEK.  FROM HERE
 NQ0536'TURN RIGHT, EAST, ON DIRT ROAD, CROSSING A CATTLE GUARD,
 NQ0536'AND FOLLOW IT EAST AND THEN NORTH FOR 3.1 MILES TO
 NQ0536'ANOTHER DIRT ROAD BRANCHING OFF TO THE NORTHEAST AND THE
 NQ0536'AZIMUTH MARK WILL BE FOUND NEAR THE FENCE LINE IN THE SOUTHEAST
 NQ0536'CORNER OF THESE TWO ROADS.  FROM HERE TURN RIGHT, NORTHEAST,
 NQ0536'CROSSING A CATTLE GUARD AND FOLLOW DIRT ROAD 0.3 MILE TO A
 NQ0536'FORK.  THENCE RIGHT FORK, EAST, FOR 0.2 MILE TO TOP OF RIDGE.
 NQ0536'THENCE LEFT, NORTH, ALONG TOP OF RIDGE ABOUT 100 YARDS TO
 NQ0536'HIGHEST POINT AND STATION.
 NQ0536'
 NQ0536'HEIGHT OF LIGHT ABOVE STATION MARK 0.5 METERS.
 NQ0536
 NQ0536                          STATION RECOVERY (1947)
 NQ0536
 NQ0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 NQ0536'RECOVERED IN GOOD CONDITION.
 NQ0536
 NQ0536                          STATION RECOVERY (1963)
 NQ0536
 NQ0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 NQ0536'STATION FOUND AS DESCRIBED.  ALL MARKS FOUND AND IN GOOD
 NQ0536'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1231 ***********************************************************************
 MO1231  DESIGNATION -  LEG
 MO1231  PID         -  MO1231
 MO1231  STATE/COUNTY-  WY/ALBANY
 MO1231  USGS QUAD   -  SHERMAN MOUNTAINS WEST (1992)
 MO1231
 MO1231                         *CURRENT SURVEY CONTROL
 MO1231  ___________________________________________________________________
 MO1231* NAD 83(1993)-  41 13 58.83617(N)    105 23 43.73806(W)     ADJUSTED  
 MO1231* NAVD 88     -      2761.2    (meters)    9059.     (feet)  VERTCON   
 MO1231  ___________________________________________________________________
 MO1231  LAPLACE CORR-         -11.29  (seconds)                    DEFLEC99
 MO1231  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 MO1231
 MO1231  HORZ ORDER  -  SECOND
 MO1231
 MO1231.The horizontal coordinates were established by classical geodetic methods
 MO1231.and adjusted by the National Geodetic Survey in January 1997..
 MO1231
 MO1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1231
 MO1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1231
 MO1231.The geoid height was determined by GEOID03.
 MO1231
 MO1231;                    North         East     Units Scale Factor Converg.
 MO1231;SPC WY E     -    81,421.900   180,817.662   MT  0.99994203   -0 09 02.9
 MO1231;UTM  13      - 4,564,699.307   466,856.666   MT  0.99961352   -0 15 38.4
 MO1231
 MO1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1231!SPC WY E     -   0.99956897  x   0.99994203  =   0.99951103
 MO1231!UTM  13      -   0.99956897  x   0.99961352  =   0.99918266
 MO1231
 MO1231|---------------------------------------------------------------------|
 MO1231| PID    Reference Object                     Distance      Geod. Az  |
 MO1231|                                                           dddmmss.s |
 MO1231| MO1232 POLE                                 13.103 METERS 15957     |
 MO1231| CP9834 LEG AZ MK                                          2683510.6 |
 MO1231| CP9835 LEG RM 1                              5.075 METERS 32500     |
 MO1231|---------------------------------------------------------------------|
 MO1231
 MO1231                          SUPERSEDED SURVEY CONTROL
 MO1231
 MO1231  NAD 83(1986)-  41 13 58.82183(N)    105 23 43.73593(W) AD(       ) 2
 MO1231  NAD 27      -  41 13 58.89000(N)    105 23 41.79200(W) AD(       ) 2
 MO1231  NGVD 29 (07/19/86) 2760.0    (m)         9055.     (f) VERT ANG       
 MO1231
 MO1231.Superseded values are not recommended for survey control.
 MO1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1231.See file dsdata.txt to determine how the superseded data were derived.
 MO1231
 MO1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6685764699(NAD 83)
 MO1231_MARKER: DS = TRIANGULATION STATION DISK
 MO1231_SETTING: 66 = SET IN ROCK OUTCROP
 MO1231
 MO1231  HISTORY     - Date     Condition        Report By
 MO1231  HISTORY     - 1948     MONUMENTED       CGS
 MO1231
 MO1231                          STATION DESCRIPTION
 MO1231
 MO1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1231'THE STATION IS ON THE MIDDLE ONE OF THREE HIGH POINTS ON A
 MO1231'RIDGE THAT RUNS NORTH AND SOUTH.  THE RIDGE DROPS SHARPLY
 MO1231'TO THE EAST AND WEST AND SLOPES GENTLY TO THE SOUTH AND THE
 MO1231'SIDES OF THE RIDGE ARE COVERED WITH PINE TREES.  STATION IS
 MO1231'LOCATED ABOUT 11 MILES AIR LINE SOUTHWEST OF LARAMIE.  THE
 MO1231'STATION MARK IS 6 FEET WEST OF A BLUFF THAT DROPS TO THE
 MO1231'EAST, SET FLUSH WITH THE GROUND AND STAMPED, LEG 1948.
 MO1231'
 MO1231'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MO1231'STATION MARK, 4 FEET WEST OF A BLUFF THAT DROPS TO THE EAST,
 MO1231'FLUSH WITH THE GROUND AND STAMPED, LEG NO 1 R.M. 1948.
 MO1231'
 MO1231'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY TRIANGULATION
 MO1231'BRONZE DISK SET IN A BOULDER, APPROXIMATELY THE SAME ELEVATION
 MO1231'AS THE STATION MARK, PROJECTS 18 INCHES AND STAMPED, POLE
 MO1231'1947.
 MO1231'
 MO1231'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO THE STATION,
 MO1231'12 FEET NORTH OF THE CENTER LINE OF TRACK ROAD, 12 FEET SOUTH
 MO1231'OF A SMALL TREE WITH A TRIANGLE BLAZE, 4 FEET NORTH OF A
 MO1231'WHITE WITNESS POST, PROJECTS 6 INCHES AND STAMPED, LEG 1948.
 MO1231'
 MO1231'TO REACH THE STATION FROM THE POST OFFICE IN LARAMIE, GO
 MO1231'SOUTH ONE BLOCK TO GRAND AVENUE WHICH IS U.S. HIGHWAY 30.
 MO1231'TURN LEFT ON U.S. HIGHWAY 30 AND GO 9.9 MILES TO A SIDE ROAD
 MO1231'ON THE LEFT, NORTH.  TURN LEFT ON GRADED ROAD AND GO 0.5 MILE
 MO1231'TO A FORK AT THE TOP OF A HILL.  TAKE RIGHT FORK FOR ABOUT 100
 MO1231'FEET TO FORK.  TAKE RIGHT FORK, A TRACK ROAD, AND GO 2.6 MILES
 MO1231'TO A TRIANGLE BLAZE ON A PINE TREE ON THE LEFT SIDE OF TRACK
 MO1231'ROAD, CONTINUE ON TRACK ROAD FOR 0.25 MILE TO THE AZIMUTH
 MO1231'ON THE LEFT, NORTH.  CONTINUE ON TRACK ROAD FOR 0.55 MILE
 MO1231'TO A TRIANGLE BLAZE ON A LARGE DEAD PINE TREE ABOUT 100 FEET
 MO1231'LEFT OF THE ROAD IN A GRASSY OPENING.  TURN LEFT OFF ROAD
 MO1231'AND GO ACROSS COUNTRY FOR 0.15 MILE TO THE BASE OF RIDGE AND
 MO1231'THE END OF TRUCK TRAVEL.  PACK TO THE TOP OF THE RIDGE.
 MO1231'THENCE LEFT ALONG TOP OF RIDGE FOR ABOUT 200 YARDS TO
 MO1231'STATION SITE.  A 15-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0767 ***********************************************************************
 OX0767  DESIGNATION -  LEIDY
 OX0767  PID         -  OX0767
 OX0767  STATE/COUNTY-  WY/TETON
 OX0767  USGS QUAD   -  MOUNT LEIDY (1996)
 OX0767
 OX0767                         *CURRENT SURVEY CONTROL
 OX0767  ___________________________________________________________________
 OX0767* NAD 83(1993)-  43 43 30.51799(N)    110 24 21.52438(W)     ADJUSTED  
 OX0767* NAVD 88     -      3152.1    (meters)   10342.     (feet)  VERTCON   
 OX0767  ___________________________________________________________________
 OX0767  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 OX0767  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 OX0767
 OX0767  HORZ ORDER  -  FIRST
 OX0767
 OX0767.The horizontal coordinates were established by classical geodetic methods
 OX0767.and adjusted by the National Geodetic Survey in January 1997..
 OX0767
 OX0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0767
 OX0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0767
 OX0767.The geoid height was determined by GEOID03.
 OX0767
 OX0767;                    North         East     Units Scale Factor Converg.
 OX0767;SPC WY W     -   458,262.679   774,004.273   MT  0.99994581   -0 13 22.8
 OX0767;UTM  12      - 4,841,517.347   547,844.452   MT  0.99962816   +0 24 38.1
 OX0767
 OX0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0767!SPC WY W     -   0.99950733  x   0.99994581  =   0.99945316
 OX0767!UTM  12      -   0.99950733  x   0.99962816  =   0.99913567
 OX0767
 OX0767|---------------------------------------------------------------------|
 OX0767| PID    Reference Object                     Distance      Geod. Az  |
 OX0767|                                                           dddmmss.s |
 OX0767| CP5676 LEIDY RM 1                            8.185 METERS 06645     |
 OX0767| CP5677 LEIDY RM 2                           12.935 METERS 13410     |
 OX0767| OX0768 MOUNT LEIDY RM 1                      0.948 METERS 13704     |
 OX0767| CP5675 LEIDY AZ MK                                        1942226.0 |
 OX0767| OX0835 GRAND TETON                         APPROX.32.0 KM 2731907.8 |
 OX0767| OX0853 MT MORAN                            APPROX.32.2 KM 2922322.0 |
 OX0767|---------------------------------------------------------------------|
 OX0767
 OX0767                          SUPERSEDED SURVEY CONTROL
 OX0767
 OX0767  NAD 83(1993)-  43 43 30.51053(N)    110 24 21.51795(W) AD(       ) 1
 OX0767  NAD 83(1986)-  43 43 30.50764(N)    110 24 21.51044(W) AD(       ) 1
 OX0767  NAD 27      -  43 43 30.72400(N)    110 24 18.79200(W) AD(       ) 1
 OX0767  NGVD 29 (07/19/86) 3150.6    (m)        10337.     (f) VERT ANG       
 OX0767
 OX0767.Superseded values are not recommended for survey control.
 OX0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0767.See file dsdata.txt to determine how the superseded data were derived.
 OX0767
 OX0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP4784441517(NAD 83)
 OX0767_MARKER: DS = TRIANGULATION STATION DISK
 OX0767_SETTING: 80 = SET IN A BOULDER
 OX0767_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OX0767
 OX0767  HISTORY     - Date     Condition        Report By
 OX0767  HISTORY     - 1946     MONUMENTED       CGS
 OX0767  HISTORY     - 1965     GOOD             USGS
 OX0767
 OX0767                          STATION DESCRIPTION
 OX0767
 OX0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0767'THE STATION IS LOCATED ON A HIGH BARE PEAK KNOWN AS MT. LEIDY,
 OX0767'BETWEEN SPREAD AND CEMENT CREEKS, ABOUT 5 MILES AIRLINE NORTH
 OX0767'OF THE GROS VENTRE RIVER, ABOUT 13 MILES AIRLINE NORTHEAST OF
 OX0767'KELLY AND 26 MILES AIRLINE NORTHEAST OF JACKSON.  THE DISK IS
 OX0767'SET FLUSH IN A BOULDER SET ABOUT 8 INCHES BELOW THE SURFACE OF
 OX0767'THE GROUND, ON THE HIGHEST POINT OF THE HILL AND IS STAMPED
 OX0767'LEIDY 1946.  THIS PEAK IS THE LOCATION OF U.S. GEOLOGICAL SURVEY
 OX0767'STATION MOUNT LEIDY.  THE U.S.G.S. STATION MARK, A BOLT
 OX0767'WEDGED IN A BOULDER WAS FOUND LYING LOOSE ON THE SIDE OF THE
 OX0767'HILL, HAVING BEEN MOVED BY SOMEONE.  U.S.G.S. REFERENCE
 OX0767'MARK NO. 1 1931 WAS RECOVERED BUT FOUND IN A LOOSE
 OX0767'CONDITION.  IT IS A REFERENCE MARK DISK SET FLUSH IN THE
 OX0767'TOP OF A 4 INCH SQUARE ROCK PROJECTING ABOUT 8 INCHES AND
 OX0767'IS STAMPED MT. LEIDY NO.  1 1931.  A CONNECTION WAS MADE TO
 OX0767'THIS MARK THOUGH IT CAN BE MOVED.
 OX0767'
 OX0767'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN THE TOP OF A 3 BY 5
 OX0767'FOOT BOULDER PROJECTING ABOUT 1 FOOT, ON THE NORTHEAST SLOPE
 OX0767'OF THE HILL AND ABOUT 10 FEET LOWER THAN THE STATION.  IT IS
 OX0767'EAST NORTHEAST OF THE STATION AND IS STAMPED LEIDY NO 1 1946.
 OX0767'
 OX0767'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN THE TOP OF A BOULDER
 OX0767'2 BY 2 FEET, PROJECTING ABOUT 1 FOOT AND ABOUT 4 FEET LOWER
 OX0767'THAN THE STATION.  IT IS ON THE SPINE OF THE HILL, SOUTHEAST
 OX0767'OF THE STATION, ON THE NORTH SIDE OF THE TRAIL LEADING TO THE
 OX0767'TOP OF THE HILL AND IS STAMPED LEIDY NO 2 1946.
 OX0767'
 OX0767'THE AZIMUTH MARK IS ABOUT 2.0 MILES SOUTH OF THE STATION AT THE
 OX0767'SOUTH EDGE OF THE LARGE MEADOWS FROM WHERE MT. LEIDY IS FIRST
 OX0767'SEEN WHEN FOLLOWING THE TRAIL TO THE STATION, AT THE BASE OF
 OX0767'A WOODED RIDGE.  THE DISK IS SET IN ROCK OUTCROP PROJECTING
 OX0767'ABOUT 8 INCHES, ABOUT 50 YARDS WEST OF THE TRAIL, 20 FEET
 OX0767'SOUTH OF A TRIMMED PINE TREE WITH A TRIANGLE BLAZE AND IS
 OX0767'STAMPED LEIDY 1946.  THIS POINT IS ABOUT A 1 HOUR AND 45 MINUTE
 OX0767'HORSE RIDE FROM THE END OF TRUCK TRAVEL AND WHERE THE TRAIL
 OX0767'COMES OUT OF THE TIMBER INTO THE OPEN MEADOWS.
 OX0767'
 OX0767'TO REACH THE STATION FROM THE POST OFFICE IN KELLY GO NORTH
 OX0767'FOR 1.0 MILE THEN TURN RIGHT AND FOLLOW MAIN ROAD OFER HILLS INTO
 OX0767'THE GROS VENTRE RIVER CANYON THEN UP THE CANYON FOR 12.45 MILES
 OX0767'TO THE RED HILLS BRIDGE.  CROSS THE BRIDGE AND CONTINUE UP
 OX0767'CANYON FOR 1.55 MILES TO CRYSTAL CREEK, CONTINUE FOR 0.1 MILE
 OX0767'TO A FORK, TAKE THE LEFT FORK AND CONTINUE 0.45 MILE TO ANOTHER
 OX0767'FORK AND SIGN SLATE CREEK.  TAKE LEFT FORK AS PER SIGN AND
 OX0767'FOLLOW FOR 1.0 MILE TO AN OLD BRIDGE OVER THE GROS VENTRE
 OX0767'RIVER AND THE END OF TRUCK TRAVEL.  FROM HERE CROSS RIVER,
 OX0767'BEAR RIGHT ON OLD MINE ROAD FOR ABOUT 0.2 MILE TO THE SLATE
 OX0767'CREEK CANYON.  FROM HERE 3 PEAKS CAN BE SEEN TO THE NORTH AND
 OX0767'MT. LEIDY IS THE LEFT ONE OF THE 3.  TURN LEFT INTO THE CANYON
 OX0767'AND GO NORTHERLY ALONG OLD ROAD AND WELL MARKED TRAIL FOR
 OX0767'ABOUT 45 MINUTES TO A MEADOW AND TRAIL FORK TO THE RIGHT.
 OX0767'CONTINUE STRAIGHT AHEAD ON TRAIL AS PER SIGN MT. LEIDY UP A
 OX0767'CREEK FOR ABOUT 15 MINUTES TO WHERE TRAIL CROSSES CREEK AND
 OX0767'ENTERS TIMBER.  FOLLOW TRAIL THROUGH TIMBER ACROSS 2
 OX0767'RIDGES AND INTO OPEN MEADOWS.  THE AZIMUTH MARK IS AT
 OX0767'THIS POINT AND MT. LEIDY IS FIRST VISIBLE SINCE LEAVING END
 OX0767'OF TRUCK TRAVEL.  FROM HERE FOLLOW TRAIL NORTH ACROSS MEADOWS
 OX0767'TO THE BASE OF THE MOUNTAIN, THEN EASTERLY TO OPEN MEADOWS AT
 OX0767'SPREAD CREEK DIVIDE.  HERE MAIN TRAIL CONTINUES AHEAD ACROSS
 OX0767'MEADOWS, TURN LEFT UP RIDGE AND FOLLOW OLD TRAIL TO TOP OF MT.
 OX0767'LEIDY AND THE STATION AS DESCRIBED.
 OX0767
 OX0767                          STATION RECOVERY (1965)
 OX0767
 OX0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0767'RECOVERED.
 OX0767'
 OX0767'STATION MARK--STANDARD USC AND GS DISK, SET IN ROCK OUTCROP PROJECTING
 OX0767'8 IN., STAMPED ---LEIDY 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0856 ***********************************************************************
 OX0856  DESIGNATION -  LEIGH ET
 OX0856  PID         -  OX0856
 OX0856  STATE/COUNTY-  WY/TETON
 OX0856  USGS QUAD   -  MT MORAN (1968)
 OX0856
 OX0856                         *CURRENT SURVEY CONTROL
 OX0856  ___________________________________________________________________
 OX0856* NAD 83(1993)-  43 48 21.56849(N)    110 52 12.50739(W)     ADJUSTED  
 OX0856* NAVD 88     -      3266.4    (meters)   10717.     (feet)  VERTCON   
 OX0856  ___________________________________________________________________
 OX0856  LAPLACE CORR-           8.95  (seconds)                    DEFLEC99
 OX0856  GEOID HEIGHT-          -8.74  (meters)                     GEOID03
 OX0856
 OX0856  HORZ ORDER  -  THIRD
 OX0856
 OX0856.The horizontal coordinates were established by classical geodetic methods
 OX0856.and adjusted by the National Geodetic Survey in January 1997..
 OX0856
 OX0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0856
 OX0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0856
 OX0856.The geoid height was determined by GEOID03.
 OX0856
 OX0856;                    North         East     Units Scale Factor Converg.
 OX0856;SPC WY W     -   467,495.195   736,691.755   MT  0.99998678   -0 32 40.8
 OX0856;UTM  12      - 4,850,333.277   510,445.201   MT  0.99960134   +0 05 23.6
 OX0856
 OX0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0856!SPC WY W     -   0.99948943  x   0.99998678  =   0.99947622
 OX0856!UTM  12      -   0.99948943  x   0.99960134  =   0.99909097
 OX0856
 OX0856:                Primary Azimuth Mark                     Grid Az
 OX0856:SPC WY W     -  GLACIER ET                               010 50 41.3
 OX0856:UTM  12      -  GLACIER ET                               010 12 36.9
 OX0856
 OX0856|---------------------------------------------------------------------|
 OX0856| PID    Reference Object                     Distance      Geod. Az  |
 OX0856|                                                           dddmmss.s |
 OX0856| OX0852 GLACIER ET                          APPROX.10.9 KM 0101800.5 |
 OX0856|---------------------------------------------------------------------|
 OX0856
 OX0856                          SUPERSEDED SURVEY CONTROL
 OX0856
 OX0856  NAD 83(1993)-  43 48 21.56686(N)    110 52 12.50451(W) AD(       ) 3
 OX0856  NAD 83(1986)-  43 48 21.56112(N)    110 52 12.49282(W) AD(       ) 3
 OX0856  NAD 27      -  43 48 21.83014(N)    110 52 09.70999(W) AD(       ) 3
 OX0856  NGVD 29 (07/19/86) 3264.9    (m)        10712.     (f) VERT ANG       
 OX0856
 OX0856.Superseded values are not recommended for survey control.
 OX0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0856.See file dsdata.txt to determine how the superseded data were derived.
 OX0856
 OX0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1044550333(NAD 83)
 OX0856_MARKER: DD = SURVEY DISK
 OX0856_SETTING: 66 = SET IN ROCK OUTCROP
 OX0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0856
 OX0856  HISTORY     - Date     Condition        Report By
 OX0856  HISTORY     - 1931     MONUMENTED       USGS
 OX0856  HISTORY     - 1941     GOOD             USGS
 OX0856  HISTORY     - 1968     GOOD             USGS
 OX0856
 OX0856                          STATION DESCRIPTION
 OX0856
 OX0856'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 OX0856'LOCATED ABOUT 5.0 MI. NW. OF THE GRAND TETON, ON THE HIGHEST POINT OF
 OX0856'THE DIVIDE BETWEEN LEIGH CREEK ON THE E. AND SOUTH LEIGH CREEK ON THE
 OX0856'W.  THE MOUNTAIN IS SHOWN ON THE FOREST SERVICE MAP AS ---LITTLES
 OX0856'PEAK--- AND ON THE PARK SERVICE MAP AS ---LILLIES PEAK---.  NEITHER
 OX0856'OF THESE NAMES ARE KNOWN TO THE OLD RESIDENTS OF THE VICINITY.
 OX0856'
 OX0856'BEST REACHED FROM TETONIA OR DRIGGS, IDAHO, BY TAKING THE RD. TO
 OX0856'BEARDS SAWMILL ON SOUTH LEIGH CREEK.  PACK OUTFIT AND TRAIL
 OX0856'INFORMATION CAN BE OBTAINED FROM THE BEARD BOYS, ALL OF WHOM ARE
 OX0856'FAMILIAR WITH THIS PART OF THE COUNTRY.
 OX0856
 OX0856                          STATION RECOVERY (1941)
 OX0856
 OX0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1941
 OX0856'LOCATED ABOUT 5.0 MI. NW. OF THE GRAND TETON, ON THE HIGHEST POINT
 OX0856'OF THE DIVIDE BETWEEN LEIGH CREEK ON THE E. AND SOUTH LEIGH CREEK
 OX0856'ON THE W.  THE MOUNTAIN IS SHOWN ON THE FOREST SERVICE MAP AS
 OX0856'---LITTLES PEAK--- AND ON THE PARK SERVICE MAP AS ---LILLIES PEAK---.
 OX0856'NEITHER OF THESE NAMES IS KNOWN TO THE OLD RESIDENTS OF THE VICINITY.
 OX0856'
 OX0856'BEST REACHED FROM TETONIA OR DRIGGS, IDAHO, BY TAKING THE RD. TO
 OX0856'BEARDS SAWMILL ON SOUTH LEIGH CREEK.  PACK OUTFIT AND TRAIL
 OX0856'INFORMATION CAN BE OBTAINED FROM THE BEARD BOYS, ALL OF WHOM ARE
 OX0856'FAMILIAR WITH THIS PART OF THE COUNTRY.
 OX0856'
 OX0856'RECOVERED - REFERENCE MARK NO. 2 ESTABLISHED AT THIS
 OX0856'TIME.
 OX0856'
 OX0856'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---LEIGH 1931 VA
 OX0856'10710 ET 1968---, SET IN ROCK.
 OX0856'
 OX0856'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, STAMPED
 OX0856'---LEIGH 1931---, SET IN ROCK, 4.38 FT. FROM STATION MARK,
 OX0856'N 10 DEG 08 MIN E.
 OX0856'
 OX0856'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN ROCK,
 OX0856'3.30 FT. FROM STATION, S 51 DEG 30 MIN W.
 OX0856
 OX0856                          STATION RECOVERY (1968)
 OX0856
 OX0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0856'RECOVERED BY HELICOPTER.
 OX0856'
 OX0856'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---LEIGH 1931 VA
 OX0856'10710 ET 1968---, SET IN ROCK.
 OX0856'
 OX0856'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, STAMPED
 OX0856'---LEIGH 1931---, SET IN ROCK, 4.38 FT. FROM STATION MARK,
 OX0856'N 10 DEG 08 MIN E.
 OX0856'
 OX0856'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN ROCK,
 OX0856'3.30 FT. FROM STATION, S 51 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0465 ***********************************************************************
 PW0465  DESIGNATION -  LEITER RESET
 PW0465  PID         -  PW0465
 PW0465  STATE/COUNTY-  WY/SHERIDAN
 PW0465  USGS QUAD   -  S R SPRINGS (1970)
 PW0465
 PW0465                         *CURRENT SURVEY CONTROL
 PW0465  ___________________________________________________________________
 PW0465* NAD 83(1993)-  44 45 19.44059(N)    106 31 16.19204(W)     ADJUSTED  
 PW0465* NAVD 88     -      1453.5    (meters)    4769.     (feet)  VERTCON   
 PW0465  ___________________________________________________________________
 PW0465  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 PW0465  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 PW0465
 PW0465  HORZ ORDER  -  SECOND
 PW0465
 PW0465.The horizontal coordinates were established by classical geodetic methods
 PW0465.and adjusted by the National Geodetic Survey in January 1997..
 PW0465
 PW0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0465
 PW0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0465
 PW0465.The geoid height was determined by GEOID03.
 PW0465
 PW0465;                    North         East     Units Scale Factor Converg.
 PW0465;SPC WYEC     -   573,004.756   464,304.820   MT  0.99998833   +0 34 18.7
 PW0465;UTM  13      - 4,956,904.491   379,599.826   MT  0.99977826   -1 04 16.1
 PW0465
 PW0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0465!SPC WYEC     -   0.99977444  x   0.99998833  =   0.99976277
 PW0465!UTM  13      -   0.99977444  x   0.99977826  =   0.99955275
 PW0465
 PW0465                          SUPERSEDED SURVEY CONTROL
 PW0465
 PW0465  NAD 83(1986)-  44 45 19.42509(N)    106 31 16.16467(W) AD(       ) 2
 PW0465  NAD 27      -  44 45 19.50860(N)    106 31 13.98740(W) AD(       ) 2
 PW0465  NGVD 29 (11/30/89) 1452.7    (m)         4766.     (f) VERT ANG       
 PW0465
 PW0465.Superseded values are not recommended for survey control.
 PW0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0465.See file dsdata.txt to determine how the superseded data were derived.
 PW0465
 PW0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK7960056904(NAD 83)
 PW0465_MARKER: DD = SURVEY DISK
 PW0465_SETTING: 66 = SET IN ROCK OUTCROP
 PW0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0465
 PW0465  HISTORY     - Date     Condition        Report By
 PW0465  HISTORY     - 1957     MONUMENTED       CGS
 PW0465
 PW0465                          STATION DESCRIPTION
 PW0465
 PW0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0465'THE DISK WAS FOUND BROKEN OFF AND ON THE GROUND AT THE APPROXIMATE
 PW0465'LOCATION OF THE ORIGINAL STATION.  IT WAS RESET IN APPROXIMATELY
 PW0465'THE SAME LOCATION, HOWEVER A DIFFERENCE OF 0.019 METERS WAS
 PW0465'NOTED IN THE DISTANCE TO TRIANGULATION STATION WHITMEYER 1925.
 PW0465'
 PW0465'LOCATED ABOUT 12 MILES NORTHWEST OF CLEARMONT, ON A HIGH
 PW0465'PROMINENT BUTTE, IN THE NORTH PART OF SECTION 8, T 55 N, R 80 W.
 PW0465'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK WITH NO
 PW0465'STAMPING ON IT, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 PW0465'PROJECTING 10 INCHES.  IT IS 8 FEET EAST-SOUTHEAST OF A CAIRN.
 PW0465'
 PW0465'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 PW0465'STATION WHITMEYER 1925 AND THE DISTANCE WAS FOUND TO BE 15.809
 PW0465'METERS (51.87 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0438 ***********************************************************************
 OU0438  DESIGNATION -  LESTER
 OU0438  PID         -  OU0438
 OU0438  STATE/COUNTY-  WY/CAMPBELL
 OU0438  USGS QUAD   -  RATTLESNAKE DRAW (1984)
 OU0438
 OU0438                         *CURRENT SURVEY CONTROL
 OU0438  ___________________________________________________________________
 OU0438* NAD 83(1993)-  43 42 16.37430(N)    105 33 36.65754(W)     ADJUSTED  
 OU0438* NAVD 88     -      1606.0    (meters)    5269.     (feet)  VERTCON   
 OU0438  ___________________________________________________________________
 OU0438  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 OU0438  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 OU0438
 OU0438  HORZ ORDER  -  THIRD
 OU0438
 OU0438.The horizontal coordinates were established by classical geodetic methods
 OU0438.and adjusted by the National Geodetic Survey in January 1997..
 OU0438
 OU0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0438
 OU0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0438
 OU0438.The geoid height was determined by GEOID03.
 OU0438
 OU0438;                    North         East     Units Scale Factor Converg.
 OU0438;SPC WY E     -   355,999.192   168,283.350   MT  0.99994987   -0 16 18.8
 OU0438;UTM  13      - 4,839,210.988   454,865.552   MT  0.99962506   -0 23 13.4
 OU0438
 OU0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0438!SPC WY E     -   0.99975055  x   0.99994987  =   0.99970043
 OU0438!UTM  13      -   0.99975055  x   0.99962506  =   0.99937570
 OU0438
 OU0438:                Primary Azimuth Mark                     Grid Az
 OU0438:SPC WY E     -  ROCKY BUTTE                              313 03 52.6
 OU0438:UTM  13      -  ROCKY BUTTE                              313 10 47.2
 OU0438
 OU0438|---------------------------------------------------------------------|
 OU0438| PID    Reference Object                     Distance      Geod. Az  |
 OU0438|                                                           dddmmss.s |
 OU0438| OU0439 ROCKY BUTTE                         APPROX. 6.1 KM 3124733.8 |
 OU0438|---------------------------------------------------------------------|
 OU0438
 OU0438                          SUPERSEDED SURVEY CONTROL
 OU0438
 OU0438  NAD 83(1986)-  43 42 16.35522(N)    105 33 36.63350(W) AD(       ) 3
 OU0438  NAD 27      -  43 42 16.46694(N)    105 33 34.64723(W) AD(       ) 3
 OU0438  NGVD 29 (07/19/86) 1605.2    (m)         5266.     (f) VERT ANG       
 OU0438
 OU0438.Superseded values are not recommended for survey control.
 OU0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0438.See file dsdata.txt to determine how the superseded data were derived.
 OU0438
 OU0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ5486639211(NAD 83)
 OU0438_MARKER: DD = SURVEY DISK
 OU0438_SETTING: 0 = UNSPECIFIED SETTING
 OU0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0438
 OU0438  HISTORY     - Date     Condition        Report By
 OU0438  HISTORY     - 1955     MONUMENTED       USGS
 OU0438
 OU0438                          STATION DESCRIPTION
 OU0438
 OU0438'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0438'STATION IS LOCATED IN SEC. 18, T 43 N, R 72 W, ABOUT 40 MI. (AIRLINE)
 OU0438'S. OF GILLETTE, AND ABOUT 6.5 MI. (AIRLINE) SW. OF RENO JUNCTION,
 OU0438'ABOUT 1.0 MI. S. OF LESTER WRIGHT RANCH BUILDINGS, ON THE HIGHEST
 OU0438'TOP OF PROMINENT GRASS COVERED RIDGE.
 OU0438'
 OU0438'TO REACH THE STATION FROM RENO JUNCTION, GO SW. ALONG STATE HIGHWAY
 OU0438'387 5.1 MI. TO CROSSROAD, LITTLE BUFFALO RANCH SIGN ON THE RIGHT,
 OU0438'TURN LEFT (S.) 0.4 MI. TO RANCH BUILDINGS, GO S. PAST BARNS AND
 OU0438'ACROSS A SMALL RESERVOIR 0.5 MI. TO GATE AND TRAIL FORK, NW. OF A
 OU0438'WINDMILL, TAKE THE RIGHT FORK AND FOLLOW GENERALLY S. 0.8 MI. TO
 OU0438'TRAIL FORK AT TOP OF RIDGE, TAKE LEFT FORK SE. 0.2 MI. TO GATE AT
 OU0438'A FENCE CORNER, CONTINUE STRAIGHT (SE.) 0.2 MI. TO ROUND GRASSY TOP
 OU0438'AND THE STATION.
 OU0438'
 OU0438'STATION MARK--STANDARD TABLET, SET IN THE TOP OF A CONCRETE POST,
 OU0438'PROJECTING 0.6 FT. ABOVE GROUND, STAMPED ---LESTER 1955---.
 OU0438'
 OU0438'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0653 ***********************************************************************
 NQ0653  DESIGNATION -  LEUENBERGER
 NQ0653  PID         -  NQ0653
 NQ0653  STATE/COUNTY-  WY/CONVERSE
 NQ0653  USGS QUAD   -  LEUENBERGER RANCH (1949)
 NQ0653
 NQ0653                         *CURRENT SURVEY CONTROL
 NQ0653  ___________________________________________________________________
 NQ0653* NAD 83(1993)-  42 54 23.28544(N)    105 40 48.18123(W)     ADJUSTED  
 NQ0653* NAVD 88     -      1644.7    (meters)    5396.     (feet)  VERTCON   
 NQ0653  ___________________________________________________________________
 NQ0653  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 NQ0653  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0653
 NQ0653  HORZ ORDER  -  SECOND
 NQ0653
 NQ0653.The horizontal coordinates were established by classical geodetic methods
 NQ0653.and adjusted by the National Geodetic Survey in January 1997..
 NQ0653
 NQ0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0653
 NQ0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0653
 NQ0653.The geoid height was determined by GEOID03.
 NQ0653
 NQ0653;                    North         East     Units Scale Factor Converg.
 NQ0653;SPC WY E     -   267,391.676   158,077.337   MT  0.99995911   -0 20 58.3
 NQ0653;UTM  13      - 4,750,652.628   444,486.118   MT  0.99963791   -0 27 46.8
 NQ0653
 NQ0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0653!SPC WY E     -   0.99974437  x   0.99995911  =   0.99970349
 NQ0653!UTM  13      -   0.99974437  x   0.99963791  =   0.99938238
 NQ0653
 NQ0653:                Primary Azimuth Mark                     Grid Az
 NQ0653:SPC WY E     -  LEUENBERGER AZ MK                        056 45 32.5
 NQ0653:UTM  13      -  LEUENBERGER AZ MK                        056 52 21.0
 NQ0653
 NQ0653|---------------------------------------------------------------------|
 NQ0653| PID    Reference Object                     Distance      Geod. Az  |
 NQ0653|                                                           dddmmss.s |
 NQ0653| CP9845 LEUENBERGER AZ MK                                  0562434.2 |
 NQ0653| CP9846 LEUENBERGER RM 1                      8.129 METERS 06718     |
 NQ0653| CP9847 LEUENBERGER RM 2                      8.259 METERS 33342     |
 NQ0653|---------------------------------------------------------------------|
 NQ0653
 NQ0653                          SUPERSEDED SURVEY CONTROL
 NQ0653
 NQ0653  NAD 83(1986)-  42 54 23.26662(N)    105 40 48.16499(W) AD(       ) 2
 NQ0653  NAD 27      -  42 54 23.38800(N)    105 40 46.18100(W) AD(       ) 2
 NQ0653  NGVD 29 (07/19/86) 1643.8    (m)         5393.     (f) VERT ANG       
 NQ0653
 NQ0653.Superseded values are not recommended for survey control.
 NQ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0653.See file dsdata.txt to determine how the superseded data were derived.
 NQ0653
 NQ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4448650653(NAD 83)
 NQ0653_MARKER: DD = SURVEY DISK
 NQ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0653
 NQ0653  HISTORY     - Date     Condition        Report By
 NQ0653  HISTORY     - 1948     MONUMENTED       USGS
 NQ0653
 NQ0653                          STATION DESCRIPTION
 NQ0653
 NQ0653'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0653'THE STATION IS LOCATED IN T.34.N., R. 73 W., ON THE HIGHEST
 NQ0653'PART OF THE FIRST HIGH GRASS COVERED RIDGE NORTH OF THE NORTH
 NQ0653'PLATTE RIVER, ABOUT 9 MILES AIRLINE NORTHWEST OF ORPHA, ABOUT
 NQ0653'4 MILES AIRLINE NORTH OF THE CAREYHURST RAILROAD STATION,
 NQ0653'ABOUT 3.5 MILES AIRLINE NORTH OF THE NORTH PLATTE RIVER, AND
 NQ0653'10 FEET NORTHEAST OF A WHITE WITNESS POST.  THE STATION MARK
 NQ0653'IS MILLER GEOPHYSICAL COMPANY TRIANGULATION BRONZE DISK SET IN
 NQ0653'8 X 8 CONCRETE POST, PROJECTS 6 INCHES AND IS STAMPED,
 NQ0653'LEUENBERGER 1947 USGS.
 NQ0653'
 NQ0653'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NQ0653'STATION MARK.  IT PROJECTS 4 INCHES AND IS STAMPED, LEUENBERGER
 NQ0653'NO 1 1948.
 NQ0653'
 NQ0653'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 NQ0653'STATION MARK.  IT PROJECTS 3 INCHES AND IS STAMPED, LEUENBERGER
 NQ0653'NO 2 1948.
 NQ0653'
 NQ0653'AZIMUTH MARK IS 8 PACES NORTH OF FORK IN ROAD, 6 PACES EAST
 NQ0653'OF FENCE CORNER AND 5 FEET WEST OF WHITE WITNESS POST.  IT
 NQ0653'PROJECTS 4 INCHES AND IS STAMPED, LEUENBERGER 1948.
 NQ0653'
 NQ0653'TO REACH THE STATION FROM THE RAILROAD CROSSING ON U.S. HIGHWAY
 NQ0653'20 AND 87 IN DOUGLAS, GO WESTERLY ON HIGHWAY FOR 16.5 MILES TO
 NQ0653'CONCRETE BRIDGE OVER HUNTON CREEK.  CONTINUE ON HIGHWAY FOR
 NQ0653'0.8 MILE TO CROSSROAD AND CATTLE GUARDS ON EACH SIDE OF THE
 NQ0653'ROAD.  TURN RIGHT, NORTH, AND FOLLOW GRADED ROAD 1.7 MILES
 NQ0653'TO CAREYHURST RAILROAD STATION.  CONTINUE NORTH ON GRADED ROAD
 NQ0653'AND GO 0.8 MILE TO FORK JUST AFTER CROSSING BRIDGE OVER THE
 NQ0653'NORTH PLATTE RIVER.  TAKE RIGHT FORK AND CONTINUE NORTHERLY
 NQ0653'FOR 4.1 MILES TO A ROAD ON LEFT AND CATTLE GUARD CROSSING.
 NQ0653'TURN LEFT, WEST, AND GO 0.9 MILE TO AZIMUTH MARK ON RIGHT.
 NQ0653'CONTINUE 0.3 MILE TO RANCH HOUSE.  HERE GO THROUGH WIRE GATE
 NQ0653'JUST WEST OF STEEL GRAINERY AND AT THE SOUTHEAST CORNER OF A
 NQ0653'WOODEN GRAINERY.  THENCE RIGHT, WEST, ALONG THE SOUTH
 NQ0653'SIDE OF FENCELINE FOR 0.5 MILE TO TOP OF RIDGE AND DIM TRACK
 NQ0653'ROAD LEFT.  TURN LEFT, SOUTH, AND GO 0.6 MILE TO STATION
 NQ0653'AT HIGHEST PART OF RIDGE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0657 ***********************************************************************
 NQ0657  DESIGNATION -  LEVASSEUR
 NQ0657  PID         -  NQ0657
 NQ0657  STATE/COUNTY-  WY/CONVERSE
 NQ0657  USGS QUAD   -  HERMIT ROCK (1964)
 NQ0657
 NQ0657                         *CURRENT SURVEY CONTROL
 NQ0657  ___________________________________________________________________
 NQ0657* NAD 83(1993)-  42 38 13.29565(N)    105 42 57.94737(W)     ADJUSTED  
 NQ0657* NAVD 88     -      2103.8    (meters)    6902.     (feet)  VERTCON   
 NQ0657  ___________________________________________________________________
 NQ0657  LAPLACE CORR-         -10.91  (seconds)                    DEFLEC99
 NQ0657  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 NQ0657
 NQ0657  HORZ ORDER  -  SECOND
 NQ0657
 NQ0657.The horizontal coordinates were established by classical geodetic methods
 NQ0657.and adjusted by the National Geodetic Survey in January 1997..
 NQ0657
 NQ0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0657
 NQ0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0657
 NQ0657.The geoid height was determined by GEOID03.
 NQ0657
 NQ0657;                    North         East     Units Scale Factor Converg.
 NQ0657;SPC WY E     -   237,480.216   154,938.910   MT  0.99996247   -0 22 19.8
 NQ0657;UTM  13      - 4,720,757.015   441,289.634   MT  0.99964241   -0 29 06.2
 NQ0657
 NQ0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0657!SPC WY E     -   0.99967215  x   0.99996247  =   0.99963464
 NQ0657!UTM  13      -   0.99967215  x   0.99964241  =   0.99931468
 NQ0657
 NQ0657|---------------------------------------------------------------------|
 NQ0657| PID    Reference Object                     Distance      Geod. Az  |
 NQ0657|                                                           dddmmss.s |
 NQ0657| CP9851 LEVASSEUR RM 3                        7.488 METERS 15042     |
 NQ0657| CP9848 LEVASSEUR AZ MK                                    2061255.1 |
 NQ0657| CP9849 LEVASSEUR RM 1                        4.047 METERS 26014     |
 NQ0657| CP9850 LEVASSEUR RM 2                        5.239 METERS 35538     |
 NQ0657|---------------------------------------------------------------------|
 NQ0657
 NQ0657                          SUPERSEDED SURVEY CONTROL
 NQ0657
 NQ0657  NAD 83(1986)-  42 38 13.27820(N)    105 42 57.93401(W) AD(       ) 2
 NQ0657  NAD 27      -  42 38 13.39800(N)    105 42 55.94100(W) AD(       ) 2
 NQ0657  NGVD 29 (07/19/86) 2102.8    (m)         6899.     (f) VERT ANG       
 NQ0657
 NQ0657.Superseded values are not recommended for survey control.
 NQ0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0657.See file dsdata.txt to determine how the superseded data were derived.
 NQ0657
 NQ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4129020757(NAD 83)
 NQ0657_MARKER: DD = SURVEY DISK
 NQ0657_SETTING: 80 = SET IN A BOULDER
 NQ0657_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NQ0657
 NQ0657  HISTORY     - Date     Condition        Report By
 NQ0657  HISTORY     - 1948     MONUMENTED       USGS
 NQ0657
 NQ0657                          STATION DESCRIPTION
 NQ0657
 NQ0657'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0657'THE STATION IS LOCATED IN T31N., R74W., ABOUT 18 MILES AIRLINE
 NQ0657'SOUTHWEST OF DOUGLAS AND ABOUT 17 MILES AIRLINE SOUTHEAST OF
 NQ0657'GLENROCK, ON A LOW OVAL-SHAPED HILL THAT IS COVERED WITH
 NQ0657'SMALL BRUSH.  IT IS ON THE SOUTHEAST END, 10 PACES WEST OF A
 NQ0657'NORTH-SOUTH FENCE, SET IN A BOULDER, FLUSH, STAMPED, LEVASSEUR
 NQ0657'1947.
 NQ0657'
 NQ0657'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY BENCH MARK,
 NQ0657'IS APPROXIMATELY THE THE SAME ELEVATION AS THE STATION, ON
 NQ0657'THE SOUTHWEST RIM, SET IN BEDROCK, FLUSH, STAMPED, LF VASSEUR
 NQ0657'1947 NO 1.
 NQ0657'
 NQ0657'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY BENCH MARK,
 NQ0657'IS APPROXIMATELY THE SAME ELEVATION AS THE STATION, 10 PACES
 NQ0657'WEST OF A NORTH-SOUTH FENCE, SET IN BEDROCK, FLUSH, STAMPED,
 NQ0657'LF VASSEUR NO 2 1947.
 NQ0657'
 NQ0657'REFERENCE MARK NO. 3 A BRONZE DISK IS APPROXIMATELY 2 FEET
 NQ0657'LOWER THAN THE STATION, ON THE SOUTHEAST RIM, 4 PACES WEST
 NQ0657'OF FENCE LINE, FLUSH, STAMPED, LEVASSEUR NO 3 1948.
 NQ0657'
 NQ0657'THE AZIMUTH MARK IS LOCATED ALONG THE COW TRAIL TO STATION,
 NQ0657'70 PACES NORTH OF THE 12 INCH TREE WITH TRIANGLE BLAZE MENTIONED
 NQ0657'IN DESCRIPTION, 22 PACES NORTH OF A 24 INCH PINE TREE, IN THE
 NQ0657'SOUTHEAST CORNER OF A SMALL MEADOW, 8 PACES WEST OF THE
 NQ0657'TIMBER LINE, 9 FEET SOUTH OF A 4 X 4 WITNESS POST, PROJECTS
 NQ0657'18 INCHES, STAMPED LEVASSEUR 1948.
 NQ0657'
 NQ0657'TO REACH FROM THE RAILROAD DEPOT IN DOUGLAS.  GO WEST ON U.S.
 NQ0657'HIGHWAY 20 FOR 1.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON
 NQ0657'GRADED ROAD AND GO 1.35 MILE TO RANCH BUILDINGS ON RIGHT.
 NQ0657'CONTINUE ON MAIN TRAVELED ROAD FOR 3.9 MILES TO A REVERSE Y.
 NQ0657'KEEP LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 10.7 MILES TO A SIDE
 NQ0657'ROAD LEFT AND SIGN (LA PRELE RANGER STATION 23).  TURN LEFT
 NQ0657'AND FOLLOW GRADED ROAD FOR 2.8 MILES TO A FORK AT SIGN (LA
 NQ0657'PRELE RANGER STATION 20, DOUGLAS 20).  TURN LEFT AND FOLLOW
 NQ0657'MAIN ROAD FOR 2.9 MILES TO A GATE ON RIGHT, WITH POSTS
 NQ0657'ABOUT 10 FEET HIGH.  TURN RIGHT (WEST) PASS THROUGH GATE
 NQ0657'AND FOLLOW DIM TRACK ROAD NORTH THEN WEST FOR 0.45 MILE
 NQ0657'TO A WIRE GATE.  CONTINUE WEST UP STEEP HILL (THIS PART OF
 NQ0657'THE ROAD IS WASHED OUT AND STEEP AND A TWO WHEEL DRIVE
 NQ0657'VEHICLE WILL NOT MAKE IT) FOR 0.65 MILE TO TOP OF HILL
 NQ0657'AND FORK.  A DIM TRACK ROAD GOES RIGHT AND MAIN TRACK ROAD
 NQ0657'GOES STRAIGHT AHEAD INTO TIMBER.  TAKE THE RIGHT FORK AND
 NQ0657'FOLLOW DIM TRACKS UP HILL FOR 0.25 MILE TO A TRIANGLE
 NQ0657'BLAZE ON TREE STRAIGHT AHEAD.  TURN RIGHT AT TRIANGLE BLAZE
 NQ0657'AND FOLLOW COW PATH NORTH FOR 0.5 MILE TO A TRIANGLE
 NQ0657'BLAZE ON A 12 INCH PINE TREE AND AZIMUTH MARK AS
 NQ0657'DESCRIBED ABOVE.  ANGLE LEFT DOWN SMALL GRASSY VALLEY FOR 0.2
 NQ0657'MILE TO A TRIANGLE BLAZE ON AN 8 INCH PINE NEAR A LARGE ROCK
 NQ0657'OUTCROP.  TURN RIGHT AND GO NORTH FOR 0.3 MILE TO A FENCE
 NQ0657'CORNER.  TURN LEFT ALONG THE EAST SIDE OF FENCE AND GO 0.2
 NQ0657'MILE TO TOP OF HILL AND STATION AS DESCRIBED ABOVE.  A DRIVE
 NQ0657'STATION WITH A 4 WHEEL DRIVE VEHICLE OTHERWISE A 45 MINUTE
 NQ0657'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0329 ***********************************************************************
 PX0329  DESIGNATION -  LEVELL
 PX0329  PID         -  PX0329
 PX0329  STATE/COUNTY-  WY/BIG HORN
 PX0329  USGS QUAD   -  LOVELL LAKES (1978)
 PX0329
 PX0329                         *CURRENT SURVEY CONTROL
 PX0329  ___________________________________________________________________
 PX0329* NAD 83(1993)-  44 47 38.51803(N)    108 15 35.48611(W)     ADJUSTED  
 PX0329* NAVD 88     -      1574.0    (meters)    5164.     (feet)  VERTCON   
 PX0329  ___________________________________________________________________
 PX0329  LAPLACE CORR-           8.78  (seconds)                    DEFLEC99
 PX0329  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 PX0329
 PX0329  HORZ ORDER  -  FIRST
 PX0329
 PX0329.The horizontal coordinates were established by classical geodetic methods
 PX0329.and adjusted by the National Geodetic Survey in January 1997..
 PX0329
 PX0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0329
 PX0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0329
 PX0329.The geoid height was determined by GEOID03.
 PX0329
 PX0329;                    North         East     Units Scale Factor Converg.
 PX0329;SPC WYEC     -   577,394.369   326,689.820   MT  1.00000356   -0 39 10.2
 PX0329;UTM  12      - 4,963,723.398   716,738.208   MT  1.00017769   +1 55 52.8
 PX0329
 PX0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0329!SPC WYEC     -   0.99975524  x   1.00000356  =   0.99975880
 PX0329!UTM  12      -   0.99975524  x   1.00017769  =   0.99993289
 PX0329
 PX0329|---------------------------------------------------------------------|
 PX0329| PID    Reference Object                     Distance      Geod. Az  |
 PX0329|                                                           dddmmss.s |
 PX0329| CQ6052 LEVELL RM 1                          15.673 METERS 05559     |
 PX0329| CQ6053 LEVELL RM 2                          15.436 METERS 10410     |
 PX0329| CQ6051 LEVELL AZ MK                                       1635319.1 |
 PX0329|---------------------------------------------------------------------|
 PX0329
 PX0329                          SUPERSEDED SURVEY CONTROL
 PX0329
 PX0329  NAD 83(1986)-  44 47 38.50711(N)    108 15 35.47227(W) AD(       ) 1
 PX0329  NAD 27      -  44 47 38.67200(N)    108 15 33.07300(W) AD(       ) 1
 PX0329  NGVD 29 (07/19/86) 1573.1    (m)         5161.     (f) VERT ANG       
 PX0329
 PX0329.Superseded values are not recommended for survey control.
 PX0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0329.See file dsdata.txt to determine how the superseded data were derived.
 PX0329
 PX0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ1673863723(NAD 83)
 PX0329_MARKER: DD = SURVEY DISK
 PX0329_SETTING: 0 = UNSPECIFIED SETTING
 PX0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0329
 PX0329  HISTORY     - Date     Condition        Report By
 PX0329  HISTORY     - 1896     MONUMENTED       USGS
 PX0329  HISTORY     - 1957     GOOD             CGS
 PX0329  HISTORY     - 1964     GOOD             USGS
 PX0329
 PX0329                          STATION DESCRIPTION
 PX0329
 PX0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0329'STATION IS LOCATED ON THE HIGHEST POINT OF A LOCALLY PROMINENT
 PX0329'RIDGE, ABOUT 8 MILES EAST AND 2.75 MILES SOUTH OF LOVELL,
 PX0329'4 MILES SOUTHWEST OF THE VILLAGE OF KANE AND ABOUT 3-1/2
 PX0329'MILES WEST OF THE BIG HORN RIVER.
 PX0329'
 PX0329'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 310 AND STATE
 PX0329'HIGHWAY 14 IN THE EAST EDGE OF LOVELL, BY GOING EASTETLY ON
 PX0329'HIGHWAY 14 FOR 2.9 TO A SMALL BRIDGE OVER HOOKER DRAIN, CONTINUE
 PX0329'EASTERLY ON HIGHWAY 14 FOR 1.05 MILES TO CROSSROADS, TURN
 PX0329'RIGHT AND FOLLOW GRADED ROAD SOUTHERLY FOR 0.55 MILE TO A
 PX0329'CATTLEGUARD AND FORK, (THERE ARE THREE ROADS LEADING OFF AT
 PX0329'THIS POINT), TAKE MIDDLE FORK AND FOLLOW GRADED ROAD
 PX0329'SOUTHEASTERLY FOR 0.65 MILE TO A SIDE ROAD LEFT WHERE MAIN
 PX0329'ROAD TURNS RIGHT INTO A CLAY PIT, TURN LEFT AND FOLLOW GRADED
 PX0329'ROAD SOUTHEASTERLY FOR 3.3 MILES TO A WIRE GATE, PASS
 PX0329'THROUGH GATE AND CONTINUE ON GRADED ROAD FOR 0.8 MILE
 PX0329'TO A FORK AND 4 IN X 4 IN POST ON THE RIGHT, TURN LEFT AND
 PX0329'FOLLOW GRADED ROAD FOR 0.9 MILE TO A FORK, TAKE RIGHT FORK AND
 PX0329'FOLLOW TRACK ROAD EASTERLY AND NORTHEASTERLY FOR 1.95
 PX0329'MILE TO THE TOP OF RIDGE AND AZIMUTH MARK ON THE LEFT,
 PX0329'CONTINUE EASTERLY FOR 0.15 MILE TO DIM TRACK ROAD ON THE
 PX0329'LEFT, TURN LEFT AND FOLLOW DIM TRACKS NORTHWESTERLY FOR
 PX0329'0.2 MILE TO HIGHEST POINT AND STATION.
 PX0329'
 PX0329'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 PX0329'WITH NO STAMPING ON IT, BOLTED TO THE TOP OF A 4-INCH IRON
 PX0329'PIPE PROJECTING 21 INCHES.  IT IS 38 FEET SOUTH OF THE NORTH
 PX0329'EDGE OF THE HILL, 16 FEET NORTH OF THE CENTER OF A TRACK
 PX0329'ROAD.  A WHITE POST WAS SET 6 FEET SOUTHEAST OF THE MARK.
 PX0329'
 PX0329'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LEVEL (USGS)
 PX0329'NO 1 1957 SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 PX0329'SURFACE.  IT IS 40 FEET NORTH OF THE CENTER OF THE TRACK ROAD
 PX0329'AND 1 FOOT SOUTH OF THE NORTH EDGE OF THE HILL.
 PX0329'
 PX0329'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LEVELL (USGS)
 PX0329'NO 2 1957, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK 2 FEET
 PX0329'LONG, 1 FOOT WIDE AND PROJECTING 2 INCHES.  IT IS 32 FEET
 PX0329'SOUTH OF THE NORTH EDGE OF THE HILL, 9 FEET NORTH OF THE
 PX0329'CENTER OF THE TRACK ROAD.
 PX0329'
 PX0329'AZIMUTH MARK IS A STANDARD DISK, STAMPED LEVELL (USGS) 1957,
 PX0329'SET IN A DRILL HOLE IN A BOULDER 3 FEET LONG, 4 FEET WIDE
 PX0329'AND PROJECTING 16 INCHES.  IT IS 76 FEET NORTH OF THE CENTER
 PX0329'OF A TRACK ROAD.  A WHITE POST WAS SET 4 FEET WEST OF THE MARK.
 PX0329
 PX0329                          STATION RECOVERY (1964)
 PX0329
 PX0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PX0329'STATION ESTABLISHED BY USGS IN 1896.  UNSTAMPED USGS TABLET RECOVERED
 PX0329'IN 1957 BY CGS AND LISTED --LEVELL (USGS)--.
 PX0329'
 PX0329'STATION MARK--USGS TABLET STAMPED---LOVELL 1896-- ---USC AND GS
 PX0329'LEVELL 1957---, ON TOP OF AN IRON PIPE PROJECTING 21 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0618 ***********************************************************************
 NQ0618  DESIGNATION -  LEWIS
 NQ0618  PID         -  NQ0618
 NQ0618  STATE/COUNTY-  WY/PLATTE
 NQ0618  USGS QUAD   -  HARRIS PARK (1992)
 NQ0618
 NQ0618                         *CURRENT SURVEY CONTROL
 NQ0618  ___________________________________________________________________
 NQ0618* NAD 83(1993)-  42 16 26.73259(N)    105 15 33.80318(W)     ADJUSTED  
 NQ0618* NAVD 88     -      1738.     (meters)    5702.     (feet)  SCALED    
 NQ0618  ___________________________________________________________________
 NQ0618  LAPLACE CORR-         -14.10  (seconds)                    DEFLEC99
 NQ0618  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NQ0618
 NQ0618  HORZ ORDER  -  THIRD
 NQ0618
 NQ0618.The horizontal coordinates were established by classical geodetic methods
 NQ0618.and adjusted by the National Geodetic Survey in January 1997..
 NQ0618
 NQ0618.The orthometric height was scaled from a topographic map.
 NQ0618
 NQ0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0618
 NQ0618.The geoid height was determined by GEOID03.
 NQ0618
 NQ0618;                    North         East     Units Scale Factor Converg.
 NQ0618;SPC WY E     -   197,025.048   192,351.353   MT  0.99993822   -0 03 44.5
 NQ0618;UTM  13      - 4,680,241.687   478,610.384   MT  0.99960563   -0 10 28.2
 NQ0618
 NQ0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0618!SPC WY E     -   0.99972952  x   0.99993822  =   0.99966775
 NQ0618!UTM  13      -   0.99972952  x   0.99960563  =   0.99933525
 NQ0618
 NQ0618:                Primary Azimuth Mark                     Grid Az
 NQ0618:SPC WY E     -  BOULDER                                  358 58 22.9
 NQ0618:UTM  13      -  BOULDER                                  359 05 06.6
 NQ0618
 NQ0618|---------------------------------------------------------------------|
 NQ0618| PID    Reference Object                     Distance      Geod. Az  |
 NQ0618|                                                           dddmmss.s |
 NQ0618| NQ0619 BOULDER                             APPROX. 9.6 KM 3585438.4 |
 NQ0618|---------------------------------------------------------------------|
 NQ0618
 NQ0618                          SUPERSEDED SURVEY CONTROL
 NQ0618
 NQ0618  NAD 83(1986)-  42 16 26.71306(N)    105 15 33.79475(W) AD(       ) 3
 NQ0618  NAD 27      -  42 16 26.81578(N)    105 15 31.85905(W) AD(       ) 3
 NQ0618
 NQ0618.Superseded values are not recommended for survey control.
 NQ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0618.See file dsdata.txt to determine how the superseded data were derived.
 NQ0618
 NQ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG7861080242(NAD 83)
 NQ0618_MARKER: DD = SURVEY DISK
 NQ0618_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0618_SP_SET: SET IN ROCK OUTCROP
 NQ0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0618+STABILITY: POSITION/ELEVATION WELL
 NQ0618
 NQ0618  HISTORY     - Date     Condition        Report By
 NQ0618  HISTORY     - 1941     MONUMENTED       USGS
 NQ0618
 NQ0618                          STATION DESCRIPTION
 NQ0618
 NQ0618'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 NQ0618'LOCATED 9.8 MI. S. OF THENCE 5.5 MI. E. OF ESTERBROOK RANGER STATION,
 NQ0618'2.2 MI. (AIRLINE) S. OF CLAUDE LEWIS (FORMERLY SHAW) RANCH HOUSE.  ON
 NQ0618'HIGHEST POINT OF LOW RIDGE, THE SIDES OF WHICH ARE FORESTED WITH PINE.
 NQ0618'THE RIDGE EXTENDS E-W., ABOUT 1.5 MI. S. OF RD. TO HARRIS PARK AND 0.5
 NQ0618'MI. (AIRLINE) E. OF RD. LEADING S. TO WHITE RANCH.
 NQ0618'
 NQ0618'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAYS 20 AND 87, DRIVE
 NQ0618'S. ON HIGHWAY 87 FOR 1 MI. AND CROSS BRIDGE OVER NORTH PLATTE,
 NQ0618'CONTINUE S. ON HIGHWAY 87 FOR 32.95 MI., HERE TAKE RIGHT AT CROSSROADS
 NQ0618'(W.) ON RD. TO HARRIS AND FLETCHER PARKS.  DRIVE 8.25 MI. AND TAKE
 NQ0618'RIGHT FORK (TOWARD HARRIS PARK).  DRIVE 1.2 MI., TAKE LEFT FORK HERE,
 NQ0618'DRIVE 2.4 MI., DRIVE 0.3 MI. (TOWARD RANCH OF VIC WHITE).  TURN LEFT
 NQ0618'(S.) AT CROSSROAD AND MAILBOX.  DRIVE 0.85 MI. TO A POINT 100 YDS. S.
 NQ0618'OF A BIG ROCK PILE IN MEADOW ON E. SIDE OF RD.  AT THIS POINT TURN
 NQ0618'LEFT (E.) ACROSS MEADOW AND ENTER DIM RD. WHICH LEADS E. UP HILLSIDE
 NQ0618'TO BENCH.  DRIVE 0.35 MI. AND LEAVE TRUCK ON CREST OF LOW SPUR RIDGE,
 NQ0618'TURN SHARPLY RIGHT (S.) CROSS FENCE TO FLAT BOTTOMED RAVINE, PASSING
 NQ0618'THROUGH RECENTLY LOGGED AREA.  CONTINUE UP STEEP SPUR, INCLINING TO
 NQ0618'RIGHT NEAR TOP.  IT IS A 25 MINUTE WALK WITH PACK.
 NQ0618'
 NQ0618'STATION MARK--STANDARD TABLET STAMPED ---LEWIS 1941--- CEMENTED IN
 NQ0618'SOLID ROCK, 4 FT. LOWER THAN AND 4 FT. N. OF HIGHEST POINT.
 NQ0618'
 NQ0618'REFERENCE MARKS--(1) STANDARD REFERENCE TABLET STAMPED ---NO 1 LEWIS
 NQ0618'1941--- CEMENTED IN SOLID LEDGE 2 FT. N. OF STEEP BREAK DESCENDING S.,
 NQ0618'20.64 FT. FROM STATION MARK, N 59 DEG 48 MIN E.
 NQ0618'(2) COPPER NAIL AND WASHER IN 6 IN. PINE, 13.71 FT. FROM STATION MARK,
 NQ0618'S 42 DEG 55 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0813 ***********************************************************************
 PY0813  CBN         -  This is a Cooperative Base Network Control Station.
 PY0813  DESIGNATION -  LEWIS FALLS
 PY0813  PID         -  PY0813
 PY0813  STATE/COUNTY-  WY/TETON
 PY0813  USGS QUAD   -  LEWIS FALLS (1986)
 PY0813
 PY0813                         *CURRENT SURVEY CONTROL
 PY0813  ___________________________________________________________________
 PY0813* NAD 83(1993)-  44 16 02.89256(N)    110 38 04.50333(W)     ADJUSTED  
 PY0813* NAVD 88     -      2355.329  (meters)    7727.44   (feet)  ADJUSTED  
 PY0813  ___________________________________________________________________
 PY0813  X           -  -1,612,775.359 (meters)                     COMP
 PY0813  Y           -  -4,282,868.064 (meters)                     COMP
 PY0813  Z           -   4,431,060.145 (meters)                     COMP
 PY0813  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 PY0813  ELLIP HEIGHT-        2346.80  (meters)          (09/07/01) GPS OBS
 PY0813  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0813  DYNAMIC HT  -        2353.746 (meters)    7722.25  (feet)  COMP
 PY0813  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 PY0813
 PY0813  HORZ ORDER  -  B
 PY0813  VERT ORDER  -  FIRST     CLASS II
 PY0813  ELLP ORDER  -  FOURTH    CLASS I
 PY0813
 PY0813.The horizontal coordinates were established by GPS observations
 PY0813.and adjusted by the National Geodetic Survey in May 1992..
 PY0813
 PY0813.The orthometric height was determined by differential leveling
 PY0813.and adjusted by the National Geodetic Survey in June 1991..
 PY0813
 PY0813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0813
 PY0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0813
 PY0813.The ellipsoidal height was determined by GPS observations
 PY0813.and is referenced to NAD 83.
 PY0813
 PY0813.The geoid height was determined by GEOID03.
 PY0813
 PY0813.The dynamic height is computed by dividing the NAVD 88
 PY0813.geopotential number by the normal gravity value computed on the
 PY0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0813.degrees latitude (g = 980.6199 gals.).
 PY0813
 PY0813.The modeled gravity was interpolated from observed gravity values.
 PY0813
 PY0813;                    North         East     Units Scale Factor Converg.
 PY0813;SPC WY W     -   518,615.156   755,988.104   MT  0.99996131   -0 23 05.2
 PY0813;UTM  12      - 4,901,645.777   529,164.954   MT  0.99961046   +0 15 18.2
 PY0813
 PY0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0813!SPC WY W     -   0.99963216  x   0.99996131  =   0.99959348
 PY0813!UTM  12      -   0.99963216  x   0.99961046  =   0.99924276
 PY0813
 PY0813                          SUPERSEDED SURVEY CONTROL
 PY0813
 PY0813  ELLIP H (05/15/92) 2346.90   (m)                       GP(       ) 4 2
 PY0813  NAD 83(1993)-  44 16 02.88260(N)    110 38 04.48654(W) AD(       ) 1
 PY0813  NAVD 88 (05/28/92) 2355.33   (m)         7727.4    (f) LEVELING    3  
 PY0813  NGVD 29 (08/20/92) 2353.967  (m)         7722.97   (f) ADJUSTED    1 2
 PY0813
 PY0813.Superseded values are not recommended for survey control.
 PY0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0813.See file dsdata.txt to determine how the superseded data were derived.
 PY0813
 PY0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ2916501646(NAD 83)
 PY0813_MARKER: DS = TRIANGULATION STATION DISK
 PY0813_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0813+WITH SETTING: PAVEMENT
 PY0813_SP_SET: BRIDGE WALKWAY
 PY0813_STAMPING: LEWIS FALLS 1987
 PY0813_MARK LOGO: NGS   
 PY0813_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0813+STABILITY: SURFACE MOTION
 PY0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0813+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 PY0813
 PY0813  HISTORY     - Date     Condition        Report By
 PY0813  HISTORY     - 1987     MONUMENTED       NGS
 PY0813  HISTORY     - 1987     GOOD             NGS
 PY0813  HISTORY     - 20050708 GOOD             USPSQD
 PY0813
 PY0813                          STATION DESCRIPTION
 PY0813
 PY0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0813'THE STATION IS LOCATED IN THE SOUTH CENTRAL AREA OF YELLOWSTONE
 PY0813'NATIONAL PARK, ALONG THE SOUTH ENTRANCE ROAD, ABOUT 14.5 KM (9 MI)
 PY0813'NORTH OF THE SOUTH ENTRANCE, 16.9 KM (10.5 MI) SOUTH-SOUTHWEST OF
 PY0813'WEST THUMB JUNCTION, IN THE SIDEWALK OF A BRIDGE OVER THE LEWIS
 PY0813'RIVER (AT LEWIS FALLS).  OWNERSHIP--NATIONAL PARK SERVICE.
 PY0813'
 PY0813'TO REACH THE STATION FROM WEST THUMB JUNCTION IN YELLOWSTONE
 PY0813'NATIONAL PARK, GO SOUTH FOR 18.3 KM (11.4 MI) ON THE SOUTH ENTRANCE
 PY0813'ROAD TO THE BRIDGE OVER THE LEWIS RIVER AND THE STATION ON THE LEFT.
 PY0813'
 PY0813'THE STATION IS A STANDARD NGS DISK
 PY0813'STAMPED---LEWIS FALLS 1987---,
 PY0813'SET INTO A DRILL HOLE IN THE EAST SIDEWALK OF BRIDGE.  LOCATED
 PY0813'7.8 METERS (25.6 FT) NORTHEAST FROM THE SOUTHWEST END OF THE
 PY0813'SIDEWALK,
 PY0813'4.9 METERS (16.1 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF ROAD,
 PY0813'0.4 METERS (1.3 FT) NORTHWEST FROM THE BRIDGE RAILING AND
 PY0813'0.2 METERS (0.7 FT) SOUTHWEST FROM A BRIDGE EXPANSION JOINT.
 PY0813'
 PY0813'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY0813'
 PY0813'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0813'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0813'
 PY0813'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0813'
 PY0813'DESCRIBED BY G.R. HEID.
 PY0813
 PY0813                          STATION RECOVERY (1987)
 PY0813
 PY0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0813'17.5 KM (10.85 MI) SOUTH FROM GRANT VILLAGE.
 PY0813'17.5 KM (10.85 MI) SOUTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM
 PY0813'THE JUNCTION OF GRANT VILLAGE ENTRANCE ROAD IN GRANT VILLAGE, IN TOP
 PY0813'OF AND 7.1 M (23.3 FT) NORTH OF THE SOUTH END OF THE EAST WALKWAY OF
 PY0813'A HIGHWAY BRIDGE SPANNING THE LEWIS RIVER, AT LEWIS FALLS, AND 4.8 M
 PY0813'(15.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0813'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 PY0813
 PY0813                          STATION RECOVERY (2005)
 PY0813
 PY0813'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 PY0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0607 ***********************************************************************
 NQ0607  DESIGNATION -  LEWISTON
 NQ0607  PID         -  NQ0607
 NQ0607  STATE/COUNTY-  WY/PLATTE
 NQ0607  USGS QUAD   -  LEWIS FLAT (1981)
 NQ0607
 NQ0607                         *CURRENT SURVEY CONTROL
 NQ0607  ___________________________________________________________________
 NQ0607* NAD 83(1993)-  42 12 00.99608(N)    105 04 10.02613(W)     ADJUSTED  
 NQ0607* NAVD 88     -      1486.1    (meters)    4876.     (feet)  VERTCON   
 NQ0607  ___________________________________________________________________
 NQ0607  LAPLACE CORR-         -11.01  (seconds)                    DEFLEC99
 NQ0607  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 NQ0607
 NQ0607  HORZ ORDER  -  THIRD
 NQ0607
 NQ0607.The horizontal coordinates were established by classical geodetic methods
 NQ0607.and adjusted by the National Geodetic Survey in January 1997..
 NQ0607
 NQ0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0607
 NQ0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0607
 NQ0607.The geoid height was determined by GEOID03.
 NQ0607
 NQ0607;                    North         East     Units Scale Factor Converg.
 NQ0607;SPC WY E     -   188,826.680   208,028.527   MT  0.99993829   +0 03 55.1
 NQ0607;UTM  13      - 4,672,015.440   494,266.246   MT  0.99960040   -0 02 47.9
 NQ0607
 NQ0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0607!SPC WY E     -   0.99976913  x   0.99993829  =   0.99970743
 NQ0607!UTM  13      -   0.99976913  x   0.99960040  =   0.99936962
 NQ0607
 NQ0607:                Primary Azimuth Mark                     Grid Az
 NQ0607:SPC WY E     -  CALL                                     023 24 09.8
 NQ0607:UTM  13      -  CALL                                     023 30 52.8
 NQ0607
 NQ0607|---------------------------------------------------------------------|
 NQ0607| PID    Reference Object                     Distance      Geod. Az  |
 NQ0607|                                                           dddmmss.s |
 NQ0607| NQ0606 CALL                                APPROX. 5.1 KM 0232804.9 |
 NQ0607|---------------------------------------------------------------------|
 NQ0607
 NQ0607                          SUPERSEDED SURVEY CONTROL
 NQ0607
 NQ0607  NAD 83(1986)-  42 12 00.97645(N)    105 04 10.01904(W) AD(       ) 3
 NQ0607  NAD 27      -  42 12 01.08576(N)    105 04 08.10260(W) AD(       ) 3
 NQ0607  NGVD 29 (07/19/86) 1485.3    (m)         4873.     (f) VERT ANG       
 NQ0607
 NQ0607.Superseded values are not recommended for survey control.
 NQ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0607.See file dsdata.txt to determine how the superseded data were derived.
 NQ0607
 NQ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9426672015(NAD 83)
 NQ0607_MARKER: DD = SURVEY DISK
 NQ0607_SETTING: 0 = UNSPECIFIED SETTING
 NQ0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0607
 NQ0607  HISTORY     - Date     Condition        Report By
 NQ0607  HISTORY     - 1947     MONUMENTED       USGS
 NQ0607
 NQ0607                          STATION DESCRIPTION
 NQ0607
 NQ0607'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0607'LOCATED 5 MI. SW. OF DWYER, WYOMING.
 NQ0607'
 NQ0607'TO REACH STATION FROM COURTHOUSE IN WHEATLAND, GO 10.5 MI. N. ON U.S.
 NQ0607'HIGHWAY 87 TO COUNTY RD. INTERSECTION, TURN LEFT OFF HIGHWAY AND GO
 NQ0607'1.0 MI. TO RD. INTERSECTION, CONTINUE STRAIGHT AHEAD FOR 2.5 MI. TO
 NQ0607'RD. FORK, TAKE LEFT FORK AND GO 1.9 MI. TO RANCH AND SCHOOL, STATION
 NQ0607'IS 200 FT. SE. OF SCHOOLHOUSE.
 NQ0607'
 NQ0607'STATION MARK--STANDARD TABLET STAMPED ---LEWISTON 1947--- AND SET
 NQ0607'IN TOP OF A CONCRETE MONUMENT.
 NQ0607'
 NQ0607'REFERENCE MARK NO. 1--IRON PIPE 33.2 FT. S. OF STATION,
 NQ0607'N 32 DEG 55 MIN W.
 NQ0607'
 NQ0607'REFERENCE MARK NO. 2--IRON PIPE 39.7 FT. E. OF STATION,
 NQ0607'S 86 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0405 ***********************************************************************
 OU0405  DESIGNATION -  LIGHTNING
 OU0405  PID         -  OU0405
 OU0405  STATE/COUNTY-  WY/CONVERSE
 OU0405  USGS QUAD   -  LIGHTNING CREEK (1970)
 OU0405
 OU0405                         *CURRENT SURVEY CONTROL
 OU0405  ___________________________________________________________________
 OU0405* NAD 83(1993)-  43 03 47.04575(N)    105 14 16.30421(W)     ADJUSTED  
 OU0405* NAVD 88     -      1514.4    (meters)    4968.     (feet)  VERTCON   
 OU0405  ___________________________________________________________________
 OU0405  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 OU0405  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 OU0405
 OU0405  HORZ ORDER  -  FIRST
 OU0405
 OU0405.The horizontal coordinates were established by classical geodetic methods
 OU0405.and adjusted by the National Geodetic Survey in January 1997..
 OU0405
 OU0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0405
 OU0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0405
 OU0405.The geoid height was determined by GEOID03.
 OU0405
 OU0405;                    North         East     Units Scale Factor Converg.
 OU0405;SPC WY E     -   284,662.265   194,200.944   MT  0.99993791   -0 02 55.0
 OU0405;UTM  13      - 4,767,845.909   480,632.075   MT  0.99960461   -0 09 44.7
 OU0405
 OU0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0405!SPC WY E     -   0.99976492  x   0.99993791  =   0.99970285
 OU0405!UTM  13      -   0.99976492  x   0.99960461  =   0.99936962
 OU0405
 OU0405|---------------------------------------------------------------------|
 OU0405| PID    Reference Object                     Distance      Geod. Az  |
 OU0405|                                                           dddmmss.s |
 OU0405| CP9856 LIGHTNING RM 1                       17.950 METERS 00932     |
 OU0405| CP9855 LIGHTNING AZ MK                                    2491228.1 |
 OU0405| CP9857 LIGHTNING RM 2                        6.054 METERS 28618     |
 OU0405|---------------------------------------------------------------------|
 OU0405
 OU0405                          SUPERSEDED SURVEY CONTROL
 OU0405
 OU0405  NAD 83(1986)-  43 03 47.02423(N)    105 14 16.28842(W) AD(       ) 1
 OU0405  NAD 27      -  43 03 47.14300(N)    105 14 14.36300(W) AD(       ) 1
 OU0405  NGVD 29 (07/19/86) 1513.6    (m)         4966.     (f) VERT ANG       
 OU0405
 OU0405.Superseded values are not recommended for survey control.
 OU0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0405.See file dsdata.txt to determine how the superseded data were derived.
 OU0405
 OU0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8063267846(NAD 83)
 OU0405_MARKER: DS = TRIANGULATION STATION DISK
 OU0405_SETTING: 66 = SET IN ROCK OUTCROP
 OU0405
 OU0405  HISTORY     - Date     Condition        Report By
 OU0405  HISTORY     - 1938     MONUMENTED       CGS
 OU0405  HISTORY     - 1955     GOOD             CGS
 OU0405  HISTORY     - 1966     GOOD             CGS
 OU0405
 OU0405                          STATION DESCRIPTION
 OU0405
 OU0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OU0405'STATION LIGHTNING LOCATED IN EASTERN WYOMING, IN THE E CENTRAL
 OU0405'PART OF CONVERSE COUNTY.  IN SEC. 27, TOWNSHIP 36 N, R 70 W.
 OU0405'ABOUT 25 MILES AIRLINE NW OF SHAWNEE.  ABOUT 22-1/2 MILES
 OU0405'AIRLINE NE OF DOUGLAS.  AND ABOUT 35 MILES AIRLINE NE OF
 OU0405'GLENROCK.
 OU0405'
 OU0405'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 OU0405'IN OUTCROPPING BEDROCK.  REFERENCE
 OU0405'MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 OU0405'AZIMUTH MARK IS A STANDARD BRONZE
 OU0405'DISK SET IN CONCRETE.
 OU0405'
 OU0405'STATION LIGHTNING IS REACHED BY GOING N FROM DOUGLAS 21.75
 OU0405'MILES ON WYOMING STATE HIGHWAY 387 TO A BRIDGE OVER LIGHTNING
 OU0405'CREEK.  CONTINUE ON MAIN ROAD FOR 1.05 MILES TO A DIM ROAD
 OU0405'TURNING RIGHT.  TURN RIGHT THROUGH A GATE 1.8 MILES TO THE TOP
 OU0405'OF A HILL.  LEAVE ROAD, TURN RIGHT 200 YARDS TO THE HIGHEST
 OU0405'POINT AND STATION.
 OU0405'
 OU0405'AZIMUTH MARK IS 0.8 MILE W OF STATION, ABOUT 20 FEET N OF
 OU0405'ROAD AND 4 FEET S OF FENCE.
 OU0405
 OU0405                          STATION RECOVERY (1955)
 OU0405
 OU0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0405'THE STATION AND MARKS WERE RECOVERED AS DESCRIBED WITH THE
 OU0405'FOLLOWING EXCEPTION.  THE DISTANCE TO REFERENCE MARK NUMBER
 OU0405'1 WAS FOUND TO BE 17.950 METERS INSTEAD OF 17.095 METERS AS
 OU0405'WAS GIVEN IN THE 1938 DESCRIPTION.  BELOW IS GIVEN THE 1955
 OU0405'DATA RELATING TO THE MARKS.
 OU0405'
 OU0405'OBSERVATIONS WERE MADE FROM A FOUR FOOT STAND.
 OU0405
 OU0405                          STATION RECOVERY (1966)
 OU0405
 OU0405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 OU0405'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 OU0405'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 OU0405'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION
 OU0405'FOLLOWS.
 OU0405'
 OU0405'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DOUGLAS,
 OU0405'GO NORTH ON NORTH SECOND STREET FOR 0.7 MILE TO STATE HIGHWAY
 OU0405'59.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 59 FOR 20.6 MILES
 OU0405'TO LIGHTNING CREEK, CONTINUE NORTH ON STATE HIGHWAY 59 FOR
 OU0405'1.35 MILES TO A T-ROAD RIGHT AND CATTLE GUARD.  TURN RIGHT
 OU0405'AND GO EAST ON A DIRT ROAD FOR 1.6 MILES TO A DIM CROSS ROAD
 OU0405'AND A CATTLE GUARD.  TURN RIGHT AND GO SOUTH ON THE DIM TRACK
 OU0405'ROAD, ON THE WEST SIDE OF A FENCE, FOR 0.2 MILE TO A DIM TRACK
 OU0405'ROAD AND GATE ON THE LEFT.  TURN RIGHT AND GO WEST ON THE
 OU0405'DIM TRACK ROAD FOR 0.15 MILE, TURN LEFT AND GO SOUTH ACROSS
 OU0405'COUNTRY FOR 0.05 MILE TO THE HIGHEST PART OF KNOLL AND THE
 OU0405'STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 OU0405'WEST ON THE DIM TRACK ROAD FOR 0.8 MILE TO THE AZIMUTH
 OU0405'MARK ON THE RIGHT.
 OU0405'
 OU0405'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22.0 MILES
 OU0405'NORTHEAST OF DOUGLAS, 10.0 MILES SOUTHEAST OF BILL, ABOUT 2.0
 OU0405'MILES NORTH OF LIGHTNING CREEK AND 3.5 MILES EAST OF STATE
 OU0405'HIGHWAY 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0311 ***********************************************************************
 OW0311  DESIGNATION -  LIME
 OW0311  PID         -  OW0311
 OW0311  STATE/COUNTY-  WY/HOT SPRINGS
 OW0311  USGS QUAD   -  WILLOW CREEK (1977)
 OW0311
 OW0311                         *CURRENT SURVEY CONTROL
 OW0311  ___________________________________________________________________
 OW0311* NAD 83(1993)-  43 39 35.79862(N)    109 01 35.87376(W)     ADJUSTED  
 OW0311* NAVD 88     -      2842.2    (meters)    9325.     (feet)  VERTCON   
 OW0311  ___________________________________________________________________
 OW0311  LAPLACE CORR-         -15.46  (seconds)                    DEFLEC99
 OW0311  GEOID HEIGHT-          -9.54  (meters)                     GEOID03
 OW0311
 OW0311  HORZ ORDER  -  THIRD
 OW0311
 OW0311.The horizontal coordinates were established by classical geodetic methods
 OW0311.and adjusted by the National Geodetic Survey in January 1997..
 OW0311
 OW0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0311
 OW0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0311
 OW0311.The geoid height was determined by GEOID03.
 OW0311
 OW0311;                    North         East     Units Scale Factor Converg.
 OW0311;SPC WYWC     -   351,005.619   577,687.492   MT  0.99994362   -0 11 27.5
 OW0311;UTM  12      - 4,835,996.798   659,115.411   MT  0.99991142   +1 21 45.5
 OW0311
 OW0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0311!SPC WYWC     -   0.99955601  x   0.99994362  =   0.99949966
 OW0311!UTM  12      -   0.99955601  x   0.99991142  =   0.99946747
 OW0311
 OW0311|---------------------------------------------------------------------|
 OW0311| PID    Reference Object                     Distance      Geod. Az  |
 OW0311|                                                           dddmmss.s |
 OW0311| CP5688 LIME RM 1                             9.640 METERS 11426     |
 OW0311| CP5687 LIME AZ MK                                         1370426.6 |
 OW0311| CP5689 LIME RM 2                             5.260 METERS 34640     |
 OW0311|---------------------------------------------------------------------|
 OW0311
 OW0311                          SUPERSEDED SURVEY CONTROL
 OW0311
 OW0311  NAD 83(1986)-  43 39 35.78977(N)    109 01 35.86666(W) AD(       ) 3
 OW0311  NAD 27      -  43 39 35.95300(N)    109 01 33.38600(W) AD(       ) 3
 OW0311  NGVD 29 (07/19/86) 2840.8    (m)         9320.     (f) VERT ANG       
 OW0311
 OW0311.Superseded values are not recommended for survey control.
 OW0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0311.See file dsdata.txt to determine how the superseded data were derived.
 OW0311
 OW0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP5911535997(NAD 83)
 OW0311_MARKER: DS = TRIANGULATION STATION DISK
 OW0311_SETTING: 66 = SET IN ROCK OUTCROP
 OW0311
 OW0311  HISTORY     - Date     Condition        Report By
 OW0311  HISTORY     - 1936     MONUMENTED       CGS
 OW0311  HISTORY     - 1954     GOOD             USGS
 OW0311
 OW0311                          STATION DESCRIPTION
 OW0311
 OW0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0311'ON GRASSY HILL ON HIGH RIDGE 1-1/2 MILES NORTHEAST OF SOUTH FORK
 OW0311'OF OWL CREEK, 1 MILES SOUTH OF RANCH WITH LARGE LOG CORRALS THROUGH
 OW0311'WHICH THERMOPOLIS-DUBOIS GRADED ROAD PASSES, 1.0 MILE SOUTHEAST
 OW0311'OF ROAD SUMMIT WHERE ROAD STARTS DOWN TOWARDS SOUTH FORK, AND
 OW0311'ABOUT 1/3 MILE SOUTH OF HIGHEST POINT OF ROAD.  THERE IS HIGHER
 OW0311'BARE ROCKY POINT 3/4 MILE SOUTHEAST OF STATION, AND PROMINENT
 OW0311'GRASSY SADDLE 200 FEET LOWER AND 1/2 MILE WEST.  VICINITY OF
 OW0311'STATION IS BARE OF TIMBER ALONG RIDGE AND ON SOUTH SLOPE, BUT THERE
 OW0311'IS TALL TIMBER ON NORTH SLOPE 50 YARDS FROM STATION.  TO
 OW0311'REACH FROM THERMOPOLIS POST OFFICE, GO SOUTH 1 BLOCK, THEN WEST
 OW0311'ON ANCHOR HIGHWAY (GRADED) 5.7 MILES.  CROSS STEEL TRUSS
 OW0311'BRIDGE OVER OWL CREEK, AND FOLLOW OILED IGHWAY 12.5 MILES TO WHERE
 OW0311'OILED SURFACE ENDS.  CONTINUE ON ONLY GRADED HIGHWAY WESTERLY
 OW0311'8.1 MILES TO WHITE SCHOOLHOUSE (EMBAR SCHOOL) IN FORKS.
 OW0311'TAKE LEFT FORK AND FOLLOW MAIN-TRAVELED ROAD WESTERLY 7.7
 OW0311'MILES TO ANCHOR SCHOOL, WHITE SCHOOLHOUSE WITH GREEN
 OW0311'OUT-BUILDINGS ON LEFT OF ROAD.  TAKE LEFT FORK STRAIGHT AHEAD
 OW0311'AND GO WESTERLY ALONG NORTH SIDE OF FENCE 0.8 MILE.  TAKE LEFT
 OW0311'FORK AND FOLLOW MAIN-TRAVELED ROAD SOUTH 0.7 MILE TO CREEK.
 OW0311'CROSS NORTH FORK OF OWL CREEK AND GO 150 YARDS.  CROSS BRIDGE
 OW0311'OVER DITCH AND FOLLOW RIGHT FORK, MAIN-TRAVELED ROAD, WESTERLY
 OW0311'0.5 MILE.  TAKE RIGHT FORK STRAIGHT AHEAD AND GO WEST AND UP
 OW0311'HILL 0.7 MILE.  AT TOP OF STEEP HILL, ON BENCH, TAKE RIGHT FORK
 OW0311'(WEST) AND FOLLOW ONLY WELL-TRAVELED ROAD WEST PARALLELING
 OW0311'MOUNTAINS 5.6 MILES TO OLD CAR CHASSIS AND LUMBER ON RIGHT OF ROAD.
 OW0311'TURN LEFT WITH ROAD, CROSS MIDDLE BRANCH OF OWL CREEK FOR THIRD
 OW0311'TIME, AND START UP MOUNTAIN.  FOLLOW ONLY ROAD UP SOUTHWESTERLY.
 OW0311'THIS IS THE OLD DUBOIS ROAD, WHICH WAS ONCE WORKED AND BLADED.
 OW0311'GO UP MOUNTAIN 3.9 MILES TO ROAD SUMMIT.  CONTINUE WEST DOWN INTO
 OW0311'MEADOW WITH CABIN, 0.8 MILE.  PASS THROUGH WIRE GATE AND THROUGH
 OW0311'LARGE LOG CORRALS, AND CONTINUE SOUTHWESTERLY ON ROAD UPGRADE
 OW0311'0.8 MILE FROM CORRALS WHERE ROAD CURVES TO RIGHT, AND NOTE
 OW0311'LONE NORTHEAST FENCE CORNER 300 YARDS SOUTH FROM ROAD.  LEAVE
 OW0311'ROAD, TURN LEFT AND DRIVE UP SOUTH 0.2 MILE TO FENCE CORNER
 OW0311'WITH 3 BLAZES ON POST, THENCE 0.4 MILE SOUTH-SOUTHEAST TO
 OW0311'MAIN SADDLE, BROAD AND GRASSY.  TURN LEFT AND DRIVE EASTERLY
 OW0311'UP STEEP GRASSY STONY HILL TO TOP, 0.6 MILE TO STATION.  STATION
 OW0311'MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.
 OW0311'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN OUTCROPPING
 OW0311'BEDROCK.  NO. 1 IS 9.640 METERS (31.63 FEET) EAST OF
 OW0311'STATION S 65 DEG 34 MIN E.  NO. 2 IS 5.260 METERS
 OW0311'(17.26 FEET) NORTH N 13 DEG 20 MIN W.  AZIMUTH MARK IS IN
 OW0311'TOP OF FIRST ROCK LEDGE ABOUT 0.25 MILE SOUTHEAST OF STATION
 OW0311'S 42 DEG 55 MIN E.
 OW0311
 OW0311                          STATION RECOVERY (1954)
 OW0311
 OW0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OW0311'STATION AND REFERENCE MARKS FOUND GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1311 ***********************************************************************
 MO1311  DESIGNATION -  LIME
 MO1311  PID         -  MO1311
 MO1311  STATE/COUNTY-  WY/ALBANY
 MO1311  USGS QUAD   -  CANNONBALL CUT (1981)
 MO1311
 MO1311                         *CURRENT SURVEY CONTROL
 MO1311  ___________________________________________________________________
 MO1311* NAD 83(1993)-  41 48 25.10136(N)    105 45 06.10964(W)     ADJUSTED  
 MO1311* NAVD 88     -      2190.2    (meters)    7186.     (feet)  VERTCON   
 MO1311  ___________________________________________________________________
 MO1311  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 MO1311  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 MO1311
 MO1311  HORZ ORDER  -  THIRD
 MO1311
 MO1311.The horizontal coordinates were established by classical geodetic methods
 MO1311.and adjusted by the National Geodetic Survey in January 1997..
 MO1311
 MO1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1311
 MO1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1311
 MO1311.The geoid height was determined by GEOID03.
 MO1311
 MO1311;                    North         East     Units Scale Factor Converg.
 MO1311;SPC WY E     -   145,304.683   151,386.515   MT  0.99996657   -0 23 24.0
 MO1311;UTM  13      - 4,628,618.036   437,558.243   MT  0.99964798   -0 30 04.0
 MO1311
 MO1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1311!SPC WY E     -   0.99965844  x   0.99996657  =   0.99962502
 MO1311!UTM  13      -   0.99965844  x   0.99964798  =   0.99930654
 MO1311
 MO1311:                Primary Azimuth Mark                     Grid Az
 MO1311:SPC WY E     -  LOOKOUT                                  205 38 25.1
 MO1311:UTM  13      -  LOOKOUT                                  205 45 05.1
 MO1311
 MO1311|---------------------------------------------------------------------|
 MO1311| PID    Reference Object                     Distance      Geod. Az  |
 MO1311|                                                           dddmmss.s |
 MO1311| MO1302 LOOKOUT                             APPROX.13.8 KM 2051501.1 |
 MO1311|---------------------------------------------------------------------|
 MO1311
 MO1311                          SUPERSEDED SURVEY CONTROL
 MO1311
 MO1311  NAD 83(1986)-  41 48 25.08635(N)    105 45 06.10432(W) AD(       ) 3
 MO1311  NAD 27      -  41 48 25.20112(N)    105 45 04.10639(W) AD(       ) 3
 MO1311  NGVD 29 (07/19/86) 2189.2    (m)         7182.     (f) VERT ANG       
 MO1311
 MO1311.Superseded values are not recommended for survey control.
 MO1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1311.See file dsdata.txt to determine how the superseded data were derived.
 MO1311
 MO1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG3755828618(NAD 83)
 MO1311_MARKER: DD = SURVEY DISK
 MO1311_SETTING: 66 = SET IN ROCK OUTCROP
 MO1311_SP_SET: SET IN ROCK OUTCROP
 MO1311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1311+STABILITY: POSITION/ELEVATION WELL
 MO1311
 MO1311  HISTORY     - Date     Condition        Report By
 MO1311  HISTORY     - 1953     MONUMENTED       USGS
 MO1311
 MO1311                          STATION DESCRIPTION
 MO1311
 MO1311'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1311'STATION IS LOCATED ON A SHARP LIMESTONE OUTCROP, ABOUT 13 MI. NE. OF
 MO1311'THE TOWN OF ROCK RIVER, 1560 FT. E. OF A TRACK RD., IN SEC. 7,
 MO1311'T 21 N, R 74 W.
 MO1311'
 MO1311'TO REACH FROM ROCK RIVER SCHOOLHOUSE, GO S. ON U.S. HIGHWAY 30 8.9
 MO1311'MI., TURN LEFT AND GO N. ON MAIN TRAVELED RD. 9.2 MI. TO DIM RD.
 MO1311'FORK, TURN LEFT AND GO NW. 1.6 MI. TO A RD. BEND IN A SADDLE, LEAVE
 MO1311'RD. AND FOLLOW CREST OF RIDGE FOR 1550 FT. TO A SHARP LIMESTONE
 MO1311'OUTCROP AND STATION SITE.  A DRIVE STATION.
 MO1311'
 MO1311'STATION MARK--STANDARD TABLET, STAMPED ---LIME 1953 VABM 7182---,
 MO1311'SET FLUSH IN SOLID ROCK.
 MO1311'
 MO1311'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0677 ***********************************************************************
 NQ0677  DESIGNATION -  LIME
 NQ0677  PID         -  NQ0677
 NQ0677  STATE/COUNTY-  WY/CONVERSE
 NQ0677  USGS QUAD   -  PARKERTON (1973)
 NQ0677
 NQ0677                         *CURRENT SURVEY CONTROL
 NQ0677  ___________________________________________________________________
 NQ0677* NAD 83(1993)-  42 45 09.71586(N)    105 54 43.26254(W)     ADJUSTED  
 NQ0677* NAVD 88     -      2061.5    (meters)    6763.     (feet)  VERTCON   
 NQ0677  ___________________________________________________________________
 NQ0677  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 NQ0677  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NQ0677
 NQ0677  HORZ ORDER  -  SECOND
 NQ0677
 NQ0677.The horizontal coordinates were established by classical geodetic methods
 NQ0677.and adjusted by the National Geodetic Survey in January 1997..
 NQ0677
 NQ0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0677
 NQ0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0677
 NQ0677.The geoid height was determined by GEOID03.
 NQ0677
 NQ0677;                    North         East     Units Scale Factor Converg.
 NQ0677;SPC WY E     -   250,452.150   138,983.884   MT  0.99998329   -0 30 21.5
 NQ0677;SPC WYEC     -   351,162.504   516,352.874   MT  1.00010400   +0 57 53.8
 NQ0677;UTM  13      - 4,733,756.270   425,365.284   MT  0.99966853   -0 37 08.9
 NQ0677
 NQ0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0677!SPC WY E     -   0.99967884  x   0.99998329  =   0.99966213
 NQ0677!SPC WYEC     -   0.99967884  x   1.00010400  =   0.99978281
 NQ0677!UTM  13      -   0.99967884  x   0.99966853  =   0.99934748
 NQ0677
 NQ0677|---------------------------------------------------------------------|
 NQ0677| PID    Reference Object                     Distance      Geod. Az  |
 NQ0677|                                                           dddmmss.s |
 NQ0677| CQ3874 HAKALO RM 2                          11.793 METERS 09104     |
 NQ0677| CP9858 LIME AZ MK                                         1134051.2 |
 NQ0677| NQ0681 HAKALO                               12.249 METERS 13554     |
 NQ0677| CQ3873 HAKALO RM 1                           9.780 METERS 17342     |
 NQ0677|---------------------------------------------------------------------|
 NQ0677
 NQ0677                          SUPERSEDED SURVEY CONTROL
 NQ0677
 NQ0677  NAD 83(1986)-  42 45 09.69913(N)    105 54 43.24640(W) AD(       ) 2
 NQ0677  NAD 27      -  42 45 09.82200(N)    105 54 41.22300(W) AD(       ) 2
 NQ0677  NGVD 29 (07/19/86) 2060.5    (m)         6760.     (f) VERT ANG       
 NQ0677
 NQ0677.Superseded values are not recommended for survey control.
 NQ0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0677.See file dsdata.txt to determine how the superseded data were derived.
 NQ0677
 NQ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2536533756(NAD 83)
 NQ0677_MARKER: DD = SURVEY DISK
 NQ0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0677
 NQ0677  HISTORY     - Date     Condition        Report By
 NQ0677  HISTORY     - 1948     MONUMENTED       CGS
 NQ0677
 NQ0677                          STATION DESCRIPTION
 NQ0677
 NQ0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0677'THE STATION IS LOCATED IN T. 32N,. R. 76W,. ABOUT 21.5 MILES
 NQ0677'AIRLINE SOUTHEAST OF CASPER, ABOUT 7 MILES AIRLINE SOUTH OF
 NQ0677'THE NORTH PLATTE RIVER, ABOUT 6.5 MILES AIRLINE SOUTH-SOUTHWEST
 NQ0677'OF GLENROCK, ON THE SUMMIT OF A PROMINENT HILL, AT THE NORTHWEST
 NQ0677'END OF THE HIGH RANGE OF HILLS EXTENDING IN AN EASTERLY AND
 NQ0677'WESTERLY DIRECTION.
 NQ0677'
 NQ0677'THE STATION IS ON THE HIGHEST POINT, 12 PACES NORTH OF THE
 NQ0677'SOUTH RIM, 6 FEET EAST-SOUTHEAST OF A 4 X 4 WITNESS POST,
 NQ0677'PROJECTS 5 INCHES, STAMPED, LIME 1948.
 NQ0677'
 NQ0677'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY REFERENCE DISK,
 NQ0677'IS APPROXIMATELY THE SAME ELEVATION AS THE STATION, ON THE
 NQ0677'SOUTH RIM, SET IN BEDROCK, FLUSH, STAMPED, HAKALO NO. 1 1947.
 NQ0677'
 NQ0677'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL REFERENCE DISK, IS
 NQ0677'APPROXIMATELY 2 FEET LOWER THAN THE STATION, ON THE EAST
 NQ0677'SLOPE, SET IN BEDROCK, FLUSH, STAMPED, HAKALO NO. 2 1947.
 NQ0677'
 NQ0677'REFERENCE MARK NO. 3, A U.S. GEOLOGICAL BENCH MARK IS APPROXIMATELY
 NQ0677'6 INCHES LOWER THAN THE STATION, ON THE SOUTH RIM, SET IN
 NQ0677'BEDROCK, PROJECTS 3 INCHES, STAMPED, HAKALO 1947.
 NQ0677'
 NQ0677'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, 9
 NQ0677'PACES WEST OF AN APPROXIMATELY 1 FOOT LOWER THAN THE CENTER
 NQ0677'LINE OF TRACK ROAD, 6 FEET WEST-SOUTHWEST OF A 4 X 4 WITNESS
 NQ0677'POST, PROJECTS 6 INCHES, STAMPED, LIME 1948.
 NQ0677'
 NQ0677'TO REACH FROM THE CAUTION LIGHT ON THE MAIN STREET IN GLENROCK.
 NQ0677'GO EAST ON U.S. HIGHWAY 20 FOR 0.5 MILE TO A ROAD RIGHT (ACROSS
 NQ0677'THE ROAD FROM A TEXACO SERVICE STATION).  TURN RIGHT (SOUTH)
 NQ0677'AND FOLLOW GRADED ROAD FOR 2.1 MILES TO A FORK AT THE TOP OF
 NQ0677'RIDGE JUST AFTER CROSSING A CATTLE GUARD.  KEEP THE RIGHT
 NQ0677'FORK MAIN ROAD AND GO SOUTHWEST AND SOUTH FOR 6.8 MILES TO A
 NQ0677'DIM ROAD RIGHT JUST BEFORE REACHING THE TOP OF HILL, AT THIS
 NQ0677'POINT A TRIANGLE BLAZE IS ON A ASPEN TREE ON THE RIGHT.  TURN
 NQ0677'RIGHT ON TRACK ROAD (ENTERING TIMBER) AND GO 0.1 MILE TO A
 NQ0677'WIRE GATE.  PASS THROUGH AND CONTINUE FOR 0.3 MILE TO A FORK.
 NQ0677'KEEP THE RIGHT FORK AND GO 0.2 MILE TO A FORK AT THE TOP OF
 NQ0677'RIDGE.  TAKE THE RIGHT FORK FOR 0.35 MILE TO THE AZIMUTH MARK
 NQ0677'AN LEFT AS DESCRIBED ABOVE.  TO REACH STATION, CONTINUE ON
 NQ0677'TRACK ROAD FOR 0.5 MILE TO A BARE SPOT JUST SOUTHWEST OF A
 NQ0677'GROUP OF ASPEN TREES.  TURN RIGHT (NORTHWEST) AND
 NQ0677'FOLLOW TRACK ROAD UP STEEP GRADE FOR 0.2 MILE TO THE TOP.
 NQ0677'TURN LEFT (SOUTHWEST) LEAVING ROAD AND FOLLOW CREST OF RIDGE
 NQ0677'FOR 0.2 MILE TO THE HIGHEST POINT AND STATION AS
 NQ0677'DESCRIBED ABOVE.  A 2 WHEEL DRIVE VEHICLE WITH A 4
 NQ0677'SPEED TRANSMISSION CAN BE DRIVEN TO STATION, OTHERWISE IT
 NQ0677'IS A 7 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0247 ***********************************************************************
 NS0247  DESIGNATION -  LIMESTONE
 NS0247  PID         -  NS0247
 NS0247  STATE/COUNTY-  WY/FREMONT
 NS0247  USGS QUAD   -  MINERS DELIGHT (1991)
 NS0247
 NS0247                         *CURRENT SURVEY CONTROL
 NS0247  ___________________________________________________________________
 NS0247* NAD 83(1993)-  42 34 42.56202(N)    108 42 47.59395(W)     ADJUSTED  
 NS0247* NAVD 88     -      2751.7    (meters)    9028.     (feet)  VERTCON   
 NS0247  ___________________________________________________________________
 NS0247  LAPLACE CORR-         -13.84  (seconds)                    DEFLEC99
 NS0247  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 NS0247
 NS0247  HORZ ORDER  -  FIRST
 NS0247
 NS0247.The horizontal coordinates were established by classical geodetic methods
 NS0247.and adjusted by the National Geodetic Survey in January 1997..
 NS0247
 NS0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0247
 NS0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0247
 NS0247.The geoid height was determined by GEOID03.
 NS0247
 NS0247;                    North         East     Units Scale Factor Converg.
 NS0247;SPC WYWC     -   230,832.330   603,019.262   MT  0.99993761   +0 01 29.6
 NS0247;UTM  12      - 4,716,543.084   687,664.939   MT  1.00003331   +1 32 51.7
 NS0247
 NS0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0247!SPC WYWC     -   0.99957038  x   0.99993761  =   0.99950802
 NS0247!UTM  12      -   0.99957038  x   1.00003331  =   0.99960368
 NS0247
 NS0247:                Primary Azimuth Mark                     Grid Az
 NS0247:SPC WYWC     -  LANDER HIGHST BLDG PENTHOUSE             359 59 55.7
 NS0247:UTM  12      -  LANDER HIGHST BLDG PENTHOUSE             358 28 33.6
 NS0247
 NS0247|---------------------------------------------------------------------|
 NS0247| PID    Reference Object                     Distance      Geod. Az  |
 NS0247|                                                           dddmmss.s |
 NS0247| CP5662 LANDER HIGHST BLDG PENTHOUSE                       0000125.3 |
 NS0247| CP5663 LANDER SCHOOL BARN SW GABLE                        0005130.9 |
 NS0247| CP5693 LIMESTONE RM 1                                     07030     |
 NS0247| CP5993 W END MID RDGE POLE ON CABIN                       1413231.6 |
 NS0247| CP4732 CONICAL PK 1ST HIGH RIDGE W                        2801200.3 |
 NS0247| NS0250 DARWIN                              APPROX. 2.7 KM 2884049.3 |
 NS0247| CP5694 LIMESTONE RM 2                                     31006     |
 NS0247|---------------------------------------------------------------------|
 NS0247
 NS0247                          SUPERSEDED SURVEY CONTROL
 NS0247
 NS0247  NAD 83(1986)-  42 34 42.54564(N)    108 42 47.59516(W) AD(       ) 1
 NS0247  NAD 27      -  42 34 42.70700(N)    108 42 45.18800(W) AD(       ) 1
 NS0247  NGVD 29 (07/19/86) 2750.5    (m)         9024.     (f) VERT ANG       
 NS0247
 NS0247.Superseded values are not recommended for survey control.
 NS0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0247.See file dsdata.txt to determine how the superseded data were derived.
 NS0247
 NS0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8766516543(NAD 83)
 NS0247_MARKER: DS = TRIANGULATION STATION DISK
 NS0247_SETTING: 66 = SET IN ROCK OUTCROP
 NS0247
 NS0247  HISTORY     - Date     Condition        Report By
 NS0247  HISTORY     - 1931     MONUMENTED       CGS
 NS0247  HISTORY     - 1931     GOOD             USGS
 NS0247  HISTORY     - 1951     GOOD             USGS
 NS0247
 NS0247                          STATION DESCRIPTION
 NS0247
 NS0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 NS0247'ABOUT 17 MILES (AIR LINE) SOUTH OF LANDER, IN EXTREME EASTERN
 NS0247'PART OF WASHAKIE NATIONAL FOREST, AND ON SMALL RIM-ROCKED BUTTE
 NS0247'WHICH IS HIGHEST PART OF LIMESTONE MOUNTAIN.  TO REACH FROM
 NS0247'THE WIGWAM AT EASTERN EDGE OF LANDER, GO SOUTHEAST 9.1 MILES
 NS0247'ON U.S. HIGHWAY 287 TO ROAD LEADING RIGHT POSTED TO ROCK SPRINGS,
 NS0247'TURN RIGHT, GO 16.2 MILES TO BRIDGE OVER SMALL STREAM, CONTINUE
 NS0247'0.1 MILE FARTHER TO WASHAKIE NATIONAL FOREST SIGN ON RIGHT SIDE
 NS0247'OF ROAD AND GAME PRESERVE SIGN ON LEFT, CONTINUE ABOUT 100
 NS0247'YARDS FARTHER TO TOP OF GRADE, TURN RIGHT ONTO DIM WAGON
 NS0247'ROAD UP STEEP SLOPE INTO WOODS (TRUCKS CAN BE DRIVEN UP TO
 NS0247'FIRST GROUP OF LARGE TREES), FROM THIS POINT FOLLOW TRAIL
 NS0247'UP TO TOP OF RIDGE, AND BEAR LEFT TO ROCKY BUTTE AND
 NS0247'STATION, AN EASY 15-MINUTE PACK.  STATION MARK IS SET IN
 NS0247'DRILL HOLE IN SOUTH EDGE OF ROCK LEDGE, ABOUT 8 FEET
 NS0247'NORTH OF SOUTH EDGE AND LITTLE NEARER WEST END.
 NS0247'REFERENCE MARKS ARE SET IN DRILL HOLES IN SAME LEDGE.  NO. 1
 NS0247'IS 6.06 METERS (19.9 FEET) (SLOPE) FROM STATION N 70 DEG 31 MIN E.
 NS0247'NO. 2 IS 18.08 METERS (59.3 FEET) (SLOPE)
 NS0247'FROM STATION N 49 DEG 54 MIN W.  FOLLOWING BEARINGS
 NS0247'ARE FROM STATION--SYMMETRICAL CONE-SHAPED PEAK ON FIRST
 NS0247'HIGH RIDGE, N 79 DEG 48 MIN W.  PENTHOUSE ON ROOF OF
 NS0247'HIGHEST BUILDING IN LANDER, N 00 DEG 01 MIN E.
 NS0247'ELEVATION--2,750.5 METERS (9.024 FEET).
 NS0247
 NS0247                          STATION RECOVERY (1931)
 NS0247
 NS0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1931
 NS0247'FOUND AS DESCRIBED IN GOOD CONDITION.
 NS0247
 NS0247                          STATION RECOVERY (1951)
 NS0247
 NS0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0247'STATION FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0487 ***********************************************************************
 PX0487  DESIGNATION -  LINDQUIST
 PX0487  PID         -  PX0487
 PX0487  STATE/COUNTY-  WY/PARK
 PX0487  USGS QUAD   -  CLARK (1987)
 PX0487
 PX0487                         *CURRENT SURVEY CONTROL
 PX0487  ___________________________________________________________________
 PX0487* NAD 83(1993)-  44 55 02.40357(N)    109 10 45.05543(W)     ADJUSTED  
 PX0487* NAVD 88     -      1314.29   (+/-2cm)    4312.0    (feet)  VERTCON   
 PX0487  ___________________________________________________________________
 PX0487  LAPLACE CORR-         -22.14  (seconds)                    DEFLEC99
 PX0487  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 PX0487
 PX0487  HORZ ORDER  -  THIRD
 PX0487  VERT ORDER  -  THIRD ? (See Below)
 PX0487
 PX0487.The horizontal coordinates were established by classical geodetic methods
 PX0487.and adjusted by the National Geodetic Survey in January 1997..
 PX0487
 PX0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0487.The vertical order pertains to the NGVD 29 superseded value.
 PX0487
 PX0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0487
 PX0487.The geoid height was determined by GEOID03.
 PX0487
 PX0487;                    North         East     Units Scale Factor Converg.
 PX0487;SPC WYWC     -   490,767.854   566,113.845   MT  0.99995161   -0 18 11.0
 PX0487;UTM  12      - 4,975,380.030   643,714.619   MT  0.99985397   +1 17 09.1
 PX0487
 PX0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0487!SPC WYWC     -   0.99979582  x   0.99995161  =   0.99974744
 PX0487!UTM  12      -   0.99979582  x   0.99985397  =   0.99964982
 PX0487
 PX0487:                Primary Azimuth Mark                     Grid Az
 PX0487:SPC WYWC     -  LINE                                     329 37 14.3
 PX0487:UTM  12      -  LINE                                     328 01 54.2
 PX0487
 PX0487|---------------------------------------------------------------------|
 PX0487| PID    Reference Object                     Distance      Geod. Az  |
 PX0487|                                                           dddmmss.s |
 PX0487| PX0488 LINE                                APPROX. 9.7 KM 3291903.3 |
 PX0487|---------------------------------------------------------------------|
 PX0487
 PX0487                          SUPERSEDED SURVEY CONTROL
 PX0487
 PX0487  NAD 83(1986)-  44 55 02.39322(N)    109 10 45.02909(W) AD(       ) 3
 PX0487  NGVD 29 (09/11/89) 1313.24   (m)         4308.5    (f) LEVELING    3  
 PX0487
 PX0487.Superseded values are not recommended for survey control.
 PX0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0487.See file dsdata.txt to determine how the superseded data were derived.
 PX0487
 PX0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4371575380(NAD 83)
 PX0487_MARKER: DD = SURVEY DISK
 PX0487_SETTING: 0 = UNSPECIFIED SETTING
 PX0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0487
 PX0487  HISTORY     - Date     Condition        Report By
 PX0487  HISTORY     - 1947     MONUMENTED       USGS
 PX0487
 PX0487                          STATION DESCRIPTION
 PX0487
 PX0487'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0487'STATION IS LOCATED ABOUT 32.5 MI. NW. OF CODY, WYOMING ALONG THE DIRT
 PX0487'RD. LEADING TO CLARK, WYOMING NEAR THE NE. COR. OF THE SE. 1/4 OF SEC.
 PX0487'16, T.57 N., R.102 W., ABOUT 300 FT. NW. OF LINDQUIST BROTHERS STORE
 PX0487'AT CLARK, WYOMING, ABOUT 50 FT. NW. OF THE OLD WAGON RD. WHERE IT
 PX0487'CURVED UNDER BENCH.  ABOUT 70 FT. W. OF NEW RD. ALONG THE SEC. LINE,
 PX0487'ON TOP OF THE ESCARPMENT, AN ALUMINUM TABLET STAMPED---4309---
 PX0487'CEMENTED IN A LARGE WHITE GRANITE BOULDER.
 PX0487'
 PX0487'TO REACH FROM THE POSTOFFICE  AT CODY, WYOMING FOLLOW THE MAIN RD.
 PX0487'TOWARD CLARK, WYOMING ABOUT 32.5 MI. TO THE LINDQUIST BROTHERS STORE
 PX0487'AT CLARK.  STATION IS NW. OF STORE ON TOP OF THE ESCARPMENT IN THE TOP
 PX0487'OF THE LARGEST AND MOST PROMINIENT WHITE GRANITE BOULDER.
 PX0487'
 PX0487'STATION MARK - ALUMINUM TABLET STAMPED---4309--- CEMENTED IN A WHITE
 PX0487'GRANITE BOULDER.
 PX0487'
 PX0487'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1278 ***********************************************************************
 MO1278  DESIGNATION -  LINDSEY
 MO1278  PID         -  MO1278
 MO1278  STATE/COUNTY-  WY/ALBANY
 MO1278  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO1278
 MO1278                         *CURRENT SURVEY CONTROL
 MO1278  ___________________________________________________________________
 MO1278* NAD 83(1993)-  41 03 42.64509(N)    105 57 35.95789(W)     ADJUSTED  
 MO1278* NAVD 88     -      2596.2    (meters)    8518.     (feet)  VERTCON   
 MO1278  ___________________________________________________________________
 MO1278  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 MO1278  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 MO1278
 MO1278  HORZ ORDER  -  SECOND
 MO1278
 MO1278.The horizontal coordinates were established by classical geodetic methods
 MO1278.and adjusted by the National Geodetic Survey in January 1997..
 MO1278
 MO1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1278
 MO1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1278
 MO1278.The geoid height was determined by GEOID03.
 MO1278
 MO1278;                    North         East     Units Scale Factor Converg.
 MO1278;SPC WY E     -    62,692.143   133,320.037   MT  0.99999220   -0 31 16.1
 MO1278;SPC CO N     -   496,831.290   875,734.792   MT  1.00005708   -0 17 50.0
 MO1278;SPC CO N     - 1,630,020.66  2,873,139.90   sFT  1.00005708   -0 17 50.0
 MO1278;UTM  13      - 4,546,066.474   419,338.503   MT  0.99968008   -0 37 50.2
 MO1278
 MO1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1278!SPC WY E     -   0.99959465  x   0.99999220  =   0.99958686
 MO1278!SPC CO N     -   0.99959465  x   1.00005708  =   0.99965171
 MO1278!UTM  13      -   0.99959465  x   0.99968008  =   0.99927486
 MO1278
 MO1278|---------------------------------------------------------------------|
 MO1278| PID    Reference Object                     Distance      Geod. Az  |
 MO1278|                                                           dddmmss.s |
 MO1278| CP9859 LINDSEY RM 1                          5.628 METERS 04055     |
 MO1278| MO0673 251                                 APPROX. 8.0 KM 0961742.8 |
 MO1278| CP9860 LINDSEY RM 2                          5.926 METERS 18623     |
 MO1278|---------------------------------------------------------------------|
 MO1278
 MO1278                          SUPERSEDED SURVEY CONTROL
 MO1278
 MO1278  NAD 83(1993)-  41 03 42.63700(N)    105 57 35.95702(W) AD(       ) 2
 MO1278  NAD 83(1986)-  41 03 42.63622(N)    105 57 35.95609(W) AD(       ) 2
 MO1278  NAD 27      -  41 03 42.72100(N)    105 57 33.93400(W) AD(       ) 2
 MO1278  NGVD 29 (07/19/86) 2595.0    (m)         8514.     (f) VERT ANG       
 MO1278
 MO1278.Superseded values are not recommended for survey control.
 MO1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1278.See file dsdata.txt to determine how the superseded data were derived.
 MO1278
 MO1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1933946066(NAD 83)
 MO1278_MARKER: DS = TRIANGULATION STATION DISK
 MO1278_SETTING: 66 = SET IN ROCK OUTCROP
 MO1278
 MO1278  HISTORY     - Date     Condition        Report By
 MO1278  HISTORY     - 1949     MONUMENTED       CGS
 MO1278
 MO1278                          STATION DESCRIPTION
 MO1278
 MO1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MO1278'THE STATION IS LOCATED ABOUT 25 MILES AIR LINE SOUTHWEST OF
 MO1278'LARAMIE, ON A LOW ROCKY RIDGE, ABOUT 25 FEET NORTHEAST OF THE
 MO1278'HIGHEST POINT.  THE RIDGE IS ABOUT 1 MILES AIR LINE EAST OF
 MO1278'THE MAIN RIDGE WHICH IS CONSIDERABLY HIGHER THAN THE STATION
 MO1278'RIDGE.  THERE ARE ONLY A FEW SCATTERED TREES ON THE RIDGE.
 MO1278'THE STATION MARK PROJECTS 8 INCHES AND IS STAMPED, LINDSEY 1949.
 MO1278'
 MO1278'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 MO1278'STATION, PROJECTS 18 INCHES AND IS STAMPED, LINDSEY NO 1 1949.
 MO1278'
 MO1278'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT HIGHER THAN THE
 MO1278'STATION, PROJECTS 8 INCHES AND IS STAMPED, LINDSEY NO 2 1949.
 MO1278'
 MO1278'TO REACH THE STATION FROM THE STORE AND SERVICE STATION AT
 MO1278'WOODS LANDING, CROSS THE BRIDGE AND CONTINUE SOUTH ON BLADED
 MO1278'ROAD FOR 3.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW
 MO1278'TRACK ROAD FOR 1.7 MILES TO FORK.  TAKE THE RIGHT FORK FOR 0.15
 MO1278'MILE TO A DIM TRACK ROAD RIGHT, ABOUT 100 YARDS BEFORE REACHING
 MO1278'A WIRE GATE.  TURN RIGHT ACROSS A SMALL DRAW AND FOLLOW THE
 MO1278'DIM TRACK ROAD FOR 1.0 MILE TO THE BASE OF THE RIDGE AND
 MO1278'END OF TRUCK TRAVEL.  PACK EAST UP STEEP ROCKY SLOPE TO THE
 MO1278'STATION AS DESCRIBED ABOVE.  A 10-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0275 ***********************************************************************
 PX0275  DESIGNATION -  LINE
 PX0275  PID         -  PX0275
 PX0275  STATE/COUNTY-  WY/BIG HORN
 PX0275  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0275
 PX0275                         *CURRENT SURVEY CONTROL
 PX0275  ___________________________________________________________________
 PX0275* NAD 83(1993)-  44 38 14.61382(N)    108 15 59.21423(W)     ADJUSTED  
 PX0275* NAVD 88     -      1378.869  (meters)    4523.84   (feet)  ADJUSTED  
 PX0275  ___________________________________________________________________
 PX0275  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 PX0275  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 PX0275  DYNAMIC HT  -        1378.281 (meters)    4521.91  (feet)  COMP
 PX0275  MODELED GRAV-     980,143.4   (mgal)                       NAVD 88
 PX0275
 PX0275  HORZ ORDER  -  SECOND
 PX0275  VERT ORDER  -  FIRST     CLASS II
 PX0275
 PX0275.The horizontal coordinates were established by classical geodetic methods
 PX0275.and adjusted by the National Geodetic Survey in January 1997..
 PX0275
 PX0275.The orthometric height was determined by differential leveling
 PX0275.and adjusted by the National Geodetic Survey in June 1991..
 PX0275
 PX0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0275
 PX0275.The geoid height was determined by GEOID03.
 PX0275
 PX0275.The dynamic height is computed by dividing the NAVD 88
 PX0275.geopotential number by the normal gravity value computed on the
 PX0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0275.degrees latitude (g = 980.6199 gals.).
 PX0275
 PX0275.The modeled gravity was interpolated from observed gravity values.
 PX0275
 PX0275;                    North         East     Units Scale Factor Converg.
 PX0275;SPC WYEC     -   559,994.576   325,968.839   MT  1.00000487   -0 39 20.3
 PX0275;UTM  12      - 4,946,305.764   716,801.392   MT  1.00017804   +1 55 17.0
 PX0275
 PX0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0275!SPC WYEC     -   0.99978588  x   1.00000487  =   0.99979075
 PX0275!UTM  12      -   0.99978588  x   1.00017804  =   0.99996388
 PX0275
 PX0275:                Primary Azimuth Mark                     Grid Az
 PX0275:SPC WYEC     -  LINE AZ MK                               027 58 27.1
 PX0275:UTM  12      -  LINE AZ MK                               025 23 49.8
 PX0275
 PX0275|---------------------------------------------------------------------|
 PX0275| PID    Reference Object                     Distance      Geod. Az  |
 PX0275|                                                           dddmmss.s |
 PX0275| PX0274 LINE AZ MK                                         0271906.8 |
 PX0275| CQ6063 LINE RM 1                            11.656 METERS 08424     |
 PX0275| CQ6064 LINE RM 2                            12.180 METERS 14311     |
 PX0275|---------------------------------------------------------------------|
 PX0275
 PX0275                          SUPERSEDED SURVEY CONTROL
 PX0275
 PX0275  NAD 83(1986)-  44 38 14.60504(N)    108 15 59.20727(W) AD(       ) 2
 PX0275  NAD 27      -  44 38 14.76610(N)    108 15 56.81130(W) AD(       ) 2
 PX0275  NGVD 29 (06/08/92) 1378.016  (m)         4521.04   (f) ADJUSTED    1 2
 PX0275
 PX0275.Superseded values are not recommended for survey control.
 PX0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0275.See file dsdata.txt to determine how the superseded data were derived.
 PX0275
 PX0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ1680146306(NAD 83)
 PX0275_MARKER: DS = TRIANGULATION STATION DISK
 PX0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0275_SP_SET: CONCRETE POST
 PX0275_STAMPING: LINE 1957
 PX0275_MARK LOGO: CGS   
 PX0275_PROJECTION: PROJECTING 15 CENTIMETERS
 PX0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0275+STABILITY: SURFACE MOTION
 PX0275
 PX0275  HISTORY     - Date     Condition        Report By
 PX0275  HISTORY     - 1957     MONUMENTED       CGS
 PX0275  HISTORY     - 1982     GOOD             NGS
 PX0275
 PX0275                          STATION DESCRIPTION
 PX0275
 PX0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0275'STATION IS LOCATED ON A LOW RIDGE ABOUT 10-1/2 MILES NORTH
 PX0275'AND 8-1/2 MILES WEST OF GRAYBULL AND ABOUT 0.1 MILE SOUTHWEST
 PX0275'OF U.S. HIGHWAY 310.
 PX0275'
 PX0275'STATION IS REACHED FROM JUNCTION OF U.S. HIGHWAYS 310, 14 AND
 PX0275'20 AT THE FIRST NATIONAL BANK IN GREYBULL BY GOING NORTHERLY AND
 PX0275'WESTERLY ON U.S. HIGHWAY 310 FOR 5.1 MILES TO JUNCTION WITH
 PX0275'U.S. 14 AND 20, TAKE RIGHT FORK AND CONTINUE NORTHERLY ON
 PX0275'U.S. 310 FOR 2.15 MILES TO INTERSECTION WITH NEW HIGHWAY GRADE
 PX0275'NOW UNDER CONSTRUCTION, CONTINUE STRAIGHT AHEAD ON OLD HIGHWAY
 PX0275'FOR 4.55 MILES TO A SIGN ON RIGHT LOVE 23, BILLINGS 113,
 PX0275'CONTINUE NORTHWESTERLY ON HIGHWAY 5.45 MILES TO TOP OF
 PX0275'GRADE WHERE HIGHWAY CURVES TO RIGHT AND A TRACK ROAD LEADS
 PX0275'NORTHWESTERLY UP LOW RIDGE, (CONTINUE ON HIGHWAY 0.25 MILE
 PX0275'TO AZIMUTH MARK ON RIGHT) TURN LEFT AND FOLLOW TRACK ROAD
 PX0275'NORTHWESTERLY ALONG RIDGE 0.15 MILE TO STATION AT SMALL
 PX0275'PILE OF ROCKS.
 PX0275'
 PX0275'STATION MARK IS A STANDARD DISK SET IN A 10 INCH SQUARE,
 PX0275'CONCRETE POST PROJECTING 6 INCHES AND IS STAMPED LINE 1957.
 PX0275'IT IS 46 FEET WEST OF THE CENTER OF THE TRACK ROAD.  A 4 IN X 4 IN
 PX0275'WHITE WITNESS POST WAS SET 4 FEET SOUTH OF THE MARK.  THE
 PX0275'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 PX0275'INCHES BELOW THE GROUND SURFACE.
 PX0275'
 PX0275'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 PX0275'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED LINE NO 1 1957 AND
 PX0275'PROJECTS 2 INCHES.  IT IS 12 FEET WEST OF THE CENTER OF THE
 PX0275'TRACK ROAD.
 PX0275'
 PX0275'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF A
 PX0275'10 INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES AND IS
 PX0275'STAMPED LINE NO 2 1957.  IT IS 37 WEST OF THE CENTER OF THE
 PX0275'TRACK ROAD.
 PX0275'
 PX0275'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 PX0275'SQUARE, CONCRETE POST PROJECTING 6 INCHES AND IS STAMPED
 PX0275'LINE 1957.  IT IS 92 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 PX0275'310, 46 FEET NORTH OF THE TOP OF A LOW RIDGE OF OUTCROPPING
 PX0275'ROCK, 20 FEET EAST OF THE CENTER OF AN OLD ROAD BED, 9 FEET
 PX0275'SOUTH-SOUTHWEST OF A 2 FOOT BY 8 FOOT BOULDER PROJECTING 18
 PX0275'INCHES.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT
 PX0275'NORTH-NORTHWEST OF THE MARK.
 PX0275
 PX0275                          STATION RECOVERY (1982)
 PX0275
 PX0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0275'26.0 KM (16.15 MI) SE FROM LOVELL.
 PX0275'25.1 KM (15.6 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0275'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 0.9 KM (0.55 MI) SOUTH
 PX0275'ALONG A PAVED ROAD, ON THE TOP OF A SMALL RIDGE, 117.7 METERS (386.2
 PX0275'FT) WEST OF THE CENTER OF THE ROAD, 14.1 METERS (46.3 FT) WEST OF THE
 PX0275'CENTER OF A TRACK ROAD AND 1.2 METERS (3.9 FT) SOUTH OF A WOODEN
 PX0275'WITNESS POST.
 PX0275'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 PX0275'THE MARK IS 6.1 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0467 ***********************************************************************
 MQ0467  DESIGNATION -  LINE
 MQ0467  PID         -  MQ0467
 MQ0467  STATE/COUNTY-  WY/SWEETWATER
 MQ0467  USGS QUAD   -  KANDA (1978)
 MQ0467
 MQ0467                         *CURRENT SURVEY CONTROL
 MQ0467  ___________________________________________________________________
 MQ0467* NAD 83(1993)-  41 34 16.58545(N)    109 16 53.26292(W)     ADJUSTED  
 MQ0467* NAVD 88     -      1916.7    (meters)    6288.     (feet)  VERTCON   
 MQ0467  ___________________________________________________________________
 MQ0467  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 MQ0467  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 MQ0467
 MQ0467  HORZ ORDER  -  SECOND
 MQ0467
 MQ0467.The horizontal coordinates were established by classical geodetic methods
 MQ0467.and adjusted by the National Geodetic Survey in January 1997..
 MQ0467
 MQ0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0467
 MQ0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0467
 MQ0467.The geoid height was determined by GEOID03.
 MQ0467
 MQ0467;                    North         East     Units Scale Factor Converg.
 MQ0467;SPC WYWC     -   119,098.849   555,676.347   MT  0.99996167   -0 21 09.6
 MQ0467;UTM  12      - 4,603,603.068   643,279.181   MT  0.99985263   +1 08 25.9
 MQ0467
 MQ0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0467!SPC WYWC     -   0.99970171  x   0.99996167  =   0.99966339
 MQ0467!UTM  12      -   0.99970171  x   0.99985263  =   0.99955438
 MQ0467
 MQ0467:                Primary Azimuth Mark                     Grid Az
 MQ0467:SPC WYWC     -  MICRO STA 5.5 MI NE ROCK SPRGS           047 17 13.4
 MQ0467:UTM  12      -  MICRO STA 5.5 MI NE ROCK SPRGS           045 47 37.9
 MQ0467
 MQ0467|---------------------------------------------------------------------|
 MQ0467| PID    Reference Object                     Distance      Geod. Az  |
 MQ0467|                                                           dddmmss.s |
 MQ0467| MQ0461 MICRO STA 5.5 MI NE ROCK SPRGS      APPROX.13.9 KM 0465603.8 |
 MQ0467| MQ0457 ROCK SPRINGS E EDGER ST SPIPE       APPROX. 5.8 KM 0815524.3 |
 MQ0467| CP5696 LINE RM 1                            10.160 METERS 20609     |
 MQ0467| CP5695 LINE AZ MK                                         2313003.8 |
 MQ0467| MQ0468 SWEETWATER COUNTY TV CORP MAST      APPROX. 3.4 KM 2831919.6 |
 MQ0467| CP5697 LINE RM 2                            13.420 METERS 30850     |
 MQ0467|---------------------------------------------------------------------|
 MQ0467
 MQ0467                          SUPERSEDED SURVEY CONTROL
 MQ0467
 MQ0467  NAD 83(1986)-  41 34 16.57833(N)    109 16 53.25572(W) AD(       ) 2
 MQ0467  NAD 27      -  41 34 16.70520(N)    109 16 50.78690(W) AD(       ) 2
 MQ0467  NGVD 29 (07/19/86) 1915.4    (m)         6284.     (f) VERT ANG       
 MQ0467
 MQ0467.Superseded values are not recommended for survey control.
 MQ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0467.See file dsdata.txt to determine how the superseded data were derived.
 MQ0467
 MQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM4327903603(NAD 83)
 MQ0467_MARKER: DS = TRIANGULATION STATION DISK
 MQ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0467_STAMPING: LINE 1962
 MQ0467_MARK LOGO: CGS   
 MQ0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0467
 MQ0467  HISTORY     - Date     Condition        Report By
 MQ0467  HISTORY     - 1962     MONUMENTED       CGS
 MQ0467  HISTORY     - 19780329 GOOD             NGS
 MQ0467  HISTORY     - 19810814 GOOD             NGS
 MQ0467  HISTORY     - 20060919 MARK NOT FOUND   GEOCAC
 MQ0467
 MQ0467                          STATION DESCRIPTION
 MQ0467
 MQ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0467'THE STATION IS ON A LOW, BARE RIDGE ABOUT 3-1/2 MILES
 MQ0467'WEST-SOUTHWEST OF ROCK SPRINGS AND 0.2 MILE NORTH OF U.S.
 MQ0467'HIGHWAY 30.
 MQ0467'
 MQ0467'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 MQ0467'30 AND 187 IN THE NORTHWEST EDGE OF ROCK SPRINGS, GO WESTERLY
 MQ0467'ON U.S. HIGHWAY 30 FOR 3.65 MILES.  TO REACH THE AZIMUTH MARK
 MQ0467'CONTINUE ON HIGHWAY FOR 0.65 MILE TO THE MARK ON THE LEFT.
 MQ0467'TURN RIGHT, OFF HIGHWAY ONTO OLD HIGHWAY BED, THEN TURN LEFT,
 MQ0467'WEST, ON OLD ROAD BED FOR 0.05 MILE TO A TRACK ROAD RIGHT.
 MQ0467'TURN RIGHT ON TRACK ROAD FOR 0.25 MILE TO THE TOP OF THE RIDGE.
 MQ0467'TURN RIGHT UP RIDGE FOR 0.05 MILE TO THE STATION JUST SOUTH OF
 MQ0467'A POWER LINE.
 MQ0467'
 MQ0467'STATION MARK IS A STANDARD DISK, STAMPED LINE 1962, SET
 MQ0467'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 MQ0467'IT IS 97 FEET SOUTHEAST OF THE SOUTH ONE OF TWO POWER LINE
 MQ0467'POLES AND 6 FEET SOUTH OF A WITNESS POST.
 MQ0467'
 MQ0467'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LINE NO 1 1962,
 MQ0467'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0467'2 INCHES.  IT IS 86 FEET SOUTH-SOUTHEAST OF THE POWER LINE
 MQ0467'POLE AND ABOUT SAME ELEVATION AS THE STATION.
 MQ0467'
 MQ0467'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LINE NO 2 1962,
 MQ0467'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0467'1 INCH.  IT IS 70 FEET EAST OF THE POWER LINE POLE AND ABOUT
 MQ0467'THE SAME ELEVATION AS THE STATION.
 MQ0467'
 MQ0467'AZIMUTH MARK IS A STANDARD DISK, STAMPED LINE 1962, SET IN
 MQ0467'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 MQ0467'IT IS 132 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30,
 MQ0467'39 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 8 FEET
 MQ0467'EAST-SOUTHEAST OF TELEPHONE LINE POLE NUMBER 2591, 4.5 FEET
 MQ0467'SOUTH OF A FENCE CORNER, 3 FEET SOUTH OF A WITNESS POST AND
 MQ0467'1 FOOT EAST OF A FENCE.
 MQ0467
 MQ0467                          STATION RECOVERY (1978)
 MQ0467
 MQ0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 MQ0467'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MQ0467'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED TO HAVE
 MQ0467'BEEN DESTROYED DURING CONSTRUCTION OF INTERSTATE HIGHWAY 80.  A
 MQ0467'WYOMING STATE HIGHWAY MARK WAS TIED AS AN AZIMUTH MARK AT THIS TIME.
 MQ0467' 
 MQ0467'STATION IS REACHED FROM THE DWAR DRIVE INTERSTATE HIGHWAY 80 EXCHANGE
 MQ0467'AT THE NORTHWEST EDGE OF ROCK SPRINGS.  GO NORTH ON DWAR DRIVE FOR 0.3
 MQ0467'MI (0.5 KM) TO A STOP SIGN.  TURN LEFT AND GO WEST ON A SURFACED ROAD,
 MQ0467'OLD US HIGHWAY 30 FOR 1.3 MI (2.1 KM) TO A GRADED ROAD ON THE RIGHT.
 MQ0467'TURN RIGHT AND PROCEED NORTH FOR 0.05 MI (0.08 KM) .  TURN LEFT,
 MQ0467'THENCE RIGHT AND CONTINUE NORTHWEST ACROSS COUNTRY FOR 0.1 MI (0.2
 MQ0467'KM), TURN LEFT AND GO SOUTHERLY, UPHILL FOR 0.05 MI (0.08 KM), TOP
 MQ0467'HILL AND STATION.  AZIMUTH MARK, WYHD IS REACHED FROM THE JUNCTION OF
 MQ0467'OLD HIHGWAY 30 AND THE GRADED ROAD ON RIGHT MENTIONED ABOVE.  GO
 MQ0467'WESTERLY ON OLD HIGHWAY 30 FOR 0.6 MI (1.0 KM) TO A SURFACED ROAD ON
 MQ0467'RIGHT, MARK IN NORTHWEST ANGLE.
 MQ0467' 
 MQ0467'STATION IS A STANDARD DISK STAMPED--LINE 1962--, SET IN TOP OF A
 MQ0467'SQUARE CONCRETE MONUMENT FLUSH WITH GROUND, 97 FT (29.6 M) SOUTHEAST
 MQ0467'OF THE SOUTH 1 OF 2 POWERLINE POLES, 6 FT (1.8 M) SOUTH OF A METAL
 MQ0467'WITNESS POST.
 MQ0467' 
 MQ0467'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--LINE NO 1 1962--, SET IN
 MQ0467'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES, 86 FT (26.2 M)
 MQ0467'SOUTH SOUTHEAST OF THE POWERLINE POLE AND ABOUT SAME ELEVATION AS THE
 MQ0467'STATION MARK.
 MQ0467' 
 MQ0467'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--LINE NO 2 1962--, SET IN
 MQ0467'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES, 70 FT (21.3 M)
 MQ0467'EAST OF THE POWERLINE POLE AND ABOUT SAME ELEVATION AS STATION MARK.
 MQ0467' 
 MQ0467'AZIMUTH MARK IS A STANDARD STATE HIGHWAY DEPARTMENT REFERENCE MARK
 MQ0467'DISK STAMPED--614+65 5 EL 62224--, SET IN TOP OF A SQUARE CONCRETE
 MQ0467'MONUMENT PROJECTING 8 INCHES, 27 FT (8.2 M) NORTH OF CENTER OLD
 MQ0467'HIGHWAY 30, 25 FT (7.6 M) WEST OF CENTER NORTH-SOUTH SURFACED ROAD, 20
 MQ0467'FT (6.1 M) SOUTHEAST OF A POWERLINE POLE WITH 4 TRANSFORMERS ATTACHED,
 MQ0467'6 FT (1.8 M) WEST OF THE WEST END OF A CONCRETE CULVERT, 4.4 FT (1.3
 MQ0467'M) EAST SOUTHEAST OF A 4 INCH PIPE, RED IN COLOR, PROJECTING ABOUT 5
 MQ0467'FT (1.5 M), WITH SIGN--HIGH PRESSURE GAS PIPE LINE--ATTACHED.
 MQ0467
 MQ0467                          STATION RECOVERY (1981)
 MQ0467
 MQ0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MQ0467'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MQ0467'CONDITION.  THE AZIMUTH MARK WAS RECOVERED NOT IN ITS ORIGINAL
 MQ0467'LOCATION AND EXPOSED.  LOCAL SURVEYORS SAID THE MARK WAS OUT OF THE
 MQ0467'GROUND AND THEN SET BACK IN THE GROUND BY THE HIGHWAY DEPARTMENT. THE
 MQ0467'DISK WAS REMOVED.  DUE TO CONSTRUCTION PLANS FOR THE LAND THAT THE
 MQ0467'STATION IS ON, A NEW STATION, REFERENCE MARKS 3 AND 4, AND A NEW
 MQ0467'AZIMUTH MARK WERE SET.  AFTER CHECKING THE DATA, REFERENCE MARKS 1 AND
 MQ0467'2 WERE DESTROYED AND THE STATION MARK WAS LEFT IN THE GROUND UNTIL IT
 MQ0467'IS DESTROYED AT THE REQUEST OF LOCAL SURVEYORS. MEASUREMENTS FOR THIS
 MQ0467'STATION CHECKED WITHIN LIMITS.
 MQ0467
 MQ0467                          STATION RECOVERY (2006)
 MQ0467
 MQ0467'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MQ0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0488 ***********************************************************************
 PX0488  DESIGNATION -  LINE
 PX0488  PID         -  PX0488
 PX0488  STATE/COUNTY-  WY/PARK
 PX0488  USGS QUAD   -  CLARK (1987)
 PX0488
 PX0488                         *CURRENT SURVEY CONTROL
 PX0488  ___________________________________________________________________
 PX0488* NAD 83(1993)-  44 59 32.24484(N)    109 14 30.74167(W)     ADJUSTED  
 PX0488* NAVD 88     -      1956.8    (meters)    6420.     (feet)  VERTCON   
 PX0488  ___________________________________________________________________
 PX0488  LAPLACE CORR-         -31.78  (seconds)                    DEFLEC99
 PX0488  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 PX0488
 PX0488  HORZ ORDER  -  THIRD
 PX0488
 PX0488.The horizontal coordinates were established by classical geodetic methods
 PX0488.and adjusted by the National Geodetic Survey in January 1997..
 PX0488
 PX0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0488
 PX0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0488
 PX0488.The geoid height was determined by GEOID03.
 PX0488
 PX0488;                    North         East     Units Scale Factor Converg.
 PX0488;SPC WYWC     -   499,125.344   561,214.618   MT  0.99995599   -0 20 52.0
 PX0488;SPC MT       -    82,541.121   620,355.309   MT  1.00000464   +0 11 19.8
 PX0488;SPC MT       -   270,804.20  2,035,286.45   iFT  1.00000464   +0 11 19.8
 PX0488;UTM  12      - 4,983,597.473   638,585.947   MT  0.99983617   +1 14 35.6
 PX0488
 PX0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0488!SPC WYWC     -   0.99969503  x   0.99995599  =   0.99965103
 PX0488!SPC MT       -   0.99969503  x   1.00000464  =   0.99969967
 PX0488!UTM  12      -   0.99969503  x   0.99983617  =   0.99953125
 PX0488
 PX0488:                Primary Azimuth Mark                     Grid Az
 PX0488:SPC WYWC     -  BADGER                                   122 38 13.3
 PX0488:SPC MT       -  BADGER                                   122 06 01.5
 PX0488:UTM  12      -  BADGER                                   121 02 45.7
 PX0488
 PX0488|---------------------------------------------------------------------|
 PX0488| PID    Reference Object                     Distance      Geod. Az  |
 PX0488|                                                           dddmmss.s |
 PX0488| PX0472 BADGER                              APPROX.12.8 KM 1221721.3 |
 PX0488|---------------------------------------------------------------------|
 PX0488
 PX0488                          SUPERSEDED SURVEY CONTROL
 PX0488
 PX0488  NAD 83(1986)-  44 59 32.22717(N)    109 14 30.71217(W) AD(       ) 3
 PX0488  NGVD 29 (09/11/89) 1955.6    (m)         6416.     (f) VERT ANG       
 PX0488
 PX0488.Superseded values are not recommended for survey control.
 PX0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0488.See file dsdata.txt to determine how the superseded data were derived.
 PX0488
 PX0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ3858683597(NAD 83)
 PX0488_MARKER: DS = TRIANGULATION STATION DISK
 PX0488_SETTING: 0 = UNSPECIFIED SETTING
 PX0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0488
 PX0488  HISTORY     - Date     Condition        Report By
 PX0488  HISTORY     - 1947     MONUMENTED       USGS
 PX0488
 PX0488                          STATION DESCRIPTION
 PX0488
 PX0488'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0488'STATION IS LOCATED IN SEC. 19 T.58 N., R.102 W., 34 FT. NE. OF THE 1/4
 PX0488'COR. OF SEC. 19, ON THE HIGHEST POINT OF A BALD HILL ON THE DIVIDE
 PX0488'BETWEEN PINE CREEK AND THE WATER SHED N. INTO CLARKSFORK OF THE
 PX0488'YELLOWSTONE RIVER.
 PX0488'
 PX0488'TO REACH STATION FROM LINDQUIST BROTHERS STORE AT CLARK, WYOMING
 PX0488'FOLLOW MAIN RD. N. FOR 0.8 MI. TO RD. FORK. FOLLOW RD. NW. FOR 5.9 MI.
 PX0488'TO RD. FORKS.  TURN RIGHT THRU WIRE GATE AND FOLLOW RD. ACROSS FIELD,
 PX0488'CROSS LINE CREEK AND CONTINUE ON RD. 0.1 MI. BEYOND SMALL CABIN.
 PX0488'LEAVE TRUCK AND CLIMB RIDGE NE. 1.3 MI. TO STATION, TWO BALD HILLS ON
 PX0488'SAME RIDGE TO NW. ARE HIGHER THAN STATION.
 PX0488'
 PX0488'STATION MARK - STANDARD TABLET STAMPED---LINE 1947--- CEMENTED IN
 PX0488'GRANITE LEDGE.
 PX0488'
 PX0488'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1 1947---
 PX0488'CEMENTED IN GRANITE ROCK 32.74 FT. FROM STATION N 25 DEGREES
 PX0488'23 MINUTES, SE.
 PX0488'
 PX0488'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED---REF 2 1947---
 PX0488'CEMENTED IN GRANITE ROCK 23.4 FT. FROM STATION N 36 DEGREES
 PX0488'48 MINUTES, SW.
 PX0488'
 PX0488'REFERENCE MARK NO.3 - STANDARD 1/4 COR. GLO MARKER 1/4 COR. SEC.19
 PX0488'STAMPED---1/4 COR.,SEC 19--- 34.32 FT. FROM STATION IN TRUE AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0364 ***********************************************************************
 MQ0364  DESIGNATION -  LINE 2
 MQ0364  PID         -  MQ0364
 MQ0364  STATE/COUNTY-  WY/SWEETWATER
 MQ0364  USGS QUAD   -  KANDA (1978)
 MQ0364
 MQ0364                         *CURRENT SURVEY CONTROL
 MQ0364  ___________________________________________________________________
 MQ0364* NAD 83(1993)-  41 34 13.90228(N)    109 16 49.82262(W)     ADJUSTED  
 MQ0364* NAVD 88     -      1906.106  (meters)    6253.62   (feet)  ADJUSTED  
 MQ0364  ___________________________________________________________________
 MQ0364  X           -  -1,578,389.624 (meters)                     COMP
 MQ0364  Y           -  -4,512,093.957 (meters)                     COMP
 MQ0364  Z           -   4,211,291.033 (meters)                     COMP
 MQ0364  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 MQ0364  ELLIP HEIGHT-        1891.76  (meters)          (02/28/01) GPS OBS
 MQ0364  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 MQ0364  DYNAMIC HT  -        1904.507 (meters)    6248.37  (feet)  COMP
 MQ0364  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 MQ0364
 MQ0364  HORZ ORDER  -  A
 MQ0364  VERT ORDER  -  FIRST     CLASS II
 MQ0364  ELLP ORDER  -  SECOND    CLASS I
 MQ0364
 MQ0364.The horizontal coordinates were established by GPS observations
 MQ0364.and adjusted by the National Geodetic Survey in February 2001..
 MQ0364
 MQ0364.The orthometric height was determined by differential leveling
 MQ0364.and adjusted by the National Geodetic Survey in June 1991..
 MQ0364
 MQ0364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MQ0364
 MQ0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0364
 MQ0364.The ellipsoidal height was determined by GPS observations
 MQ0364.and is referenced to NAD 83.
 MQ0364
 MQ0364.The geoid height was determined by GEOID03.
 MQ0364
 MQ0364.The dynamic height is computed by dividing the NAVD 88
 MQ0364.geopotential number by the normal gravity value computed on the
 MQ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0364.degrees latitude (g = 980.6199 gals.).
 MQ0364
 MQ0364.The modeled gravity was interpolated from observed gravity values.
 MQ0364
 MQ0364;                    North         East     Units Scale Factor Converg.
 MQ0364;SPC WYWC     -   119,015.584   555,755.539   MT  0.99996158   -0 21 07.3
 MQ0364;UTM  12      - 4,603,521.904   643,360.507   MT  0.99985292   +1 08 28.1
 MQ0364
 MQ0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0364!SPC WYWC     -   0.99970337  x   0.99996158  =   0.99966496
 MQ0364!UTM  12      -   0.99970337  x   0.99985292  =   0.99955633
 MQ0364
 MQ0364                          SUPERSEDED SURVEY CONTROL
 MQ0364
 MQ0364  NAVD 88 (02/28/01) 1906.11   (m)         6253.6    (f) LEVELING    3  
 MQ0364  NGVD 29 (06/08/92) 1904.829  (m)         6249.43   (f) ADJUSTED    1 2
 MQ0364
 MQ0364.Superseded values are not recommended for survey control.
 MQ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0364.See file dsdata.txt to determine how the superseded data were derived.
 MQ0364
 MQ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM4336103522(NAD 83)
 MQ0364_MARKER: DS = TRIANGULATION STATION DISK
 MQ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0364_SP_SET: CONCRETE POST
 MQ0364_STAMPING: LINE 2 1981
 MQ0364_MARK LOGO: NGS   
 MQ0364_PROJECTION: FLUSH
 MQ0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0364+STABILITY: SURFACE MOTION
 MQ0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0364+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 MQ0364
 MQ0364  HISTORY     - Date     Condition        Report By
 MQ0364  HISTORY     - 1981     MONUMENTED       NGS
 MQ0364  HISTORY     - 1983     GOOD             NGS
 MQ0364  HISTORY     - 19990623 GOOD             WY-037
 MQ0364  HISTORY     - 20010620 GOOD             INDIV
 MQ0364  HISTORY     - 20060919 GOOD             GEOCAC
 MQ0364
 MQ0364                          STATION DESCRIPTION
 MQ0364
 MQ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MQ0364'THIS STATION WAS ESTABLISHED BECAUSE THE OLD STATION WAS IN A
 MQ0364'CONSTRUCTION AREA.  TWO REFERENCE MARKS AND A NEW AZIMUTH MARK WERE
 MQ0364'SET AS WELL AS THE STATION MARK.  NO MEASUREMENT WAS POSSIBLE AT THIS
 MQ0364'TIME BETWEEN REFERENCE MARK 3 AND 4.  THE STATION IS LOCATED ON THE
 MQ0364'WESTERN EDGE OF ROCK SPRINGS, WYOMING.  IT IS 4.8 KM (3.00 MI) WEST
 MQ0364'SOUTHWEST OF THE CENTER OF ROCK SPRINGS, 16 KM (9.95 MI) EAST
 MQ0364'NORTHEAST OF GREEN RIVER, 10 KM (6.20 MI) NORTHEAST OF WILKINS PEAK,
 MQ0364'19 KM (11.80 MI) SOUTHWEST OF QUAKING ASP RADIO FACILITY.  OWNERSHIP-
 MQ0364'THE LAND IS WYOMING HIGHWAY DEPARTMENT RIGHT OF WAY WITH GAS AND OIL
 MQ0364'PIPELINE EASEMENTS.  CONTACT MR GEORGE JOHNSON, WYOMING STATE HIGHWAY
 MQ0364'DEPT, CHEYENNE, WY.  TELEPHONE 307-777-7541.  TO REACH THE STATION
 MQ0364'FROM THE UNDERPASS OF INTERSTATE 80 AND DEWAR DRIVE -BUSINESS 80- AT
 MQ0364'THE WESTERN END OF ROCK SPRINGS, WYOMING, GO WEST ON DEWAR DRIVE FOR
 MQ0364'0.4 KM (0.25 MI) TO A STOP LIGHT AND INTERSECTION.  TURN LEFT, PASS A
 MQ0364'SHOPPING MALL AND CONTINUE FOR 2.1 KM (1.30 MI) SOUTHWEST ON THE ROAD
 MQ0364'WHICH BECOMES AN ACCESS ROAD ON THE NORTHSIDE OF INTERSTATE 80 TO THE
 MQ0364'STATION ON THE LEFT. --TO REACH THE AZIMUTH MARK FROM THIS POINT
 MQ0364'CONTINUE SOUTHWESTERLY ON THE ACCESS ROAD FOR 0.5 KM (0.30 MI) TO THE
 MQ0364'AZIMUTH MARK ON THE LEFT NEAR THE RIGHT OF WAY FENCE LINE FOR I-80.
 MQ0364' 
 MQ0364'THE STATION IS A STANDARD NGS DISK STAMPED--LINE 2 1981--, SET INTO TH
 MQ0364'TOP OF A ROUND CONCRETE MONUMENT 11 INCHES (28 CM) IN DIAMETER
 MQ0364'PROJECTING 1 INCH OR 2 CM ABOVE THE GROUND.  THE STATION MARK IS SET
 MQ0364'IN A SOFT SANDSTONE FORMATION.  IT IS LOCATED 64.0 FT (19.5 M) NW FROM
 MQ0364'THE RIGHT OF WAY FENCE LINE OF I-80, 45.0 FT (13.7 M) SE FROM THE
 MQ0364'CENTERLINE OF THE NORTHERN ACCESS ROAD OF I-80, AND 2.6 FT (0.8 M) ENE
 MQ0364'FROM A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND MARK IS A
 MQ0364'STANDARD NGS DISK STAMPED--LINE 2 1981--, SET INTO AN IRREGULAR MASS
 MQ0364'OF CONCRETE 2.5 FT (0.8 M) BELOW THE SURFACE.
 MQ0364' 
 MQ0364'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--LINE 2 NO 3 1981--
 MQ0364'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 13 INCHES (33 CM) IN
 MQ0364'DIAMETER FLUSH WITH GROUND LOCATED 51.0 FT (15.5 M) SE FROM THE
 MQ0364'CENTERLINE OF THE NORTHERN ACCESS ROAD OF I-80, 23.8 FT (7.3 M) WNW
 MQ0364'FROM A 2.5 INCH PIPE WHICH SHOWS DIRECTION OF AN OIL PIPELINE, 3.6 FT
 MQ0364'(1.1 M) SW FROM A METAL WITNESS POST WITH SIGN, AND 1.5 FT (0.5 M)
 MQ0364'HIGHER THAN THE STATION.
 MQ0364' 
 MQ0364'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--LINE 2 NO 4
 MQ0364'1981--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 11 INCHES (28
 MQ0364'CM) IN DIAMETER FLUSH WITH GROUND LOCATED 104.0 FT (31.7 M) SW FROM A
 MQ0364'GAS PIPELINE WARNING POST WITH SIGN, 1.0 FT (0.3 M) NW FROM A WOODEN
 MQ0364'FENCE POST WITH WITNESS SIGN ATTACHED, 1.0 FT (0.3 M) NW FROM THE
 MQ0364'RIGHT OF WAY FENCE FOR I-80, AND 20 FT (6.1 M) LOWER THAN THE STATION.
 MQ0364'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--LINE 2 1981--, SET
 MQ0364'INTO THE TOP OF A ROUND CONCRETE MONUMENT 11 INCHES (28 CM) IN
 MQ0364'DIAMETER FLUSH WITH GROUND LOCATED 90.5 FT (27.6 M) SE FROM THE
 MQ0364'CENTERLINE OF THE NORTHERN ACCESS ROAD OF I-80, 45.5 FT (13.9 M) ESE
 MQ0364'FROM A 4-INCH PIPE PAINTED WHITE WARNING OF A PIPE LINE, 1.2 FT (0.4
 MQ0364'M) NW FROM A WOOD FENCE POST WITH A WITNESS POST SIGN ATTACHED, AND
 MQ0364'1.2 FT (0.4 M) NW FROM THE RIGHT OF WAY FENCE FOR I-80.  TO REACH THE
 MQ0364'AZIMUTH MARK FROM THE STATION MARK, GO SOUTHWESTERLY FOR 0.3 MI (0.5
 MQ0364'KM) ON THE NORTHERN ACCESS ROAD OF I-80 TO THE AZIMUTH MARK NEXT TO
 MQ0364'THE RIGHT OF WAY FENCE LINE ON THE LEFT SIDE OF THE ROAD.
 MQ0364
 MQ0364                          STATION RECOVERY (1983)
 MQ0364
 MQ0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0364'8.6 KM (5.35 MI) SW FROM ROCK SPRINGS.
 MQ0364'6.9 KM (4.3 MI) SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0364'STATION IN ROCK SPRINGS, THENCE 0.5 KM (0.3 MI) NORTH ALONG A DIRT
 MQ0364'ROAD, THENCE 1.2 KM (0.75 MI) NORTHEAST ALONG A PAVED ROAD (SOUTH
 MQ0364'FRONTAGE ROAD OF INTERSTATE HIGHWAY 80), 179.8 METERS (589.9 FT)
 MQ0364'NORTHWEST OF THE CENTERLINE OF THE ROAD, 19.5 METERS (64.0 FT)
 MQ0364'NORTHWEST OF A FENCE, AND 13.7 METERS (44.9 FT) SOUTHEAST OF THE
 MQ0364'CENTERLINE OF THE NORTH FRONTAGE ROAD.
 MQ0364'THE MARK IS 0.8 METERS  ENE FROM A WITNESS POST.
 MQ0364'THE MARK IS 0.9 M ABOVE THE ROAD.
 MQ0364
 MQ0364                          STATION RECOVERY (1999)
 MQ0364
 MQ0364'RECOVERY NOTE BY SWEETWATER COUNTY WYOMING 1999 (KF)
 MQ0364'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80
 MQ0364'AND WYOMING HIGHWAY 191 SOUTH, TRAVEL NORTH 0.08 MI (0.13 KM) ON
 MQ0364'HIGHWAY 191 TO FOOTHILL BLVD., TURN RIGHT (EAST) ONTO FOOTHILL BLVD
 MQ0364'AND TRAVEL 1.9 MILES (3.1 KM) TO SAND STONE OUTCROP AND STATION ON THE
 MQ0364'RIGHT (SOUTH) .  RECOVERED AS DESCRIBED.
 MQ0364
 MQ0364                          STATION RECOVERY (2001)
 MQ0364
 MQ0364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RSL)
 MQ0364'RECOVERED AS DESCRIBED IN 1999 BY SWEETWATER COUNTY. THIS STATION CAN
 MQ0364'BE USED FOR GPS. MO PLS 2001015258
 MQ0364
 MQ0364                          STATION RECOVERY (2006)
 MQ0364
 MQ0364'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MQ0364'FOUND THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK IN GOOD
 MQ0364'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0363 ***********************************************************************
 MQ0363  DESIGNATION -  LINE 2 AZ MK
 MQ0363  PID         -  MQ0363
 MQ0363  STATE/COUNTY-  WY/SWEETWATER
 MQ0363  USGS QUAD   -  KANDA (1978)
 MQ0363
 MQ0363                         *CURRENT SURVEY CONTROL
 MQ0363  ___________________________________________________________________
 MQ0363* NAD 83(1986)-  41 34 07.     (N)    109 17 06.     (W)     SCALED    
 MQ0363* NAVD 88     -      1899.737  (meters)    6232.72   (feet)  ADJUSTED  
 MQ0363  ___________________________________________________________________
 MQ0363  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 MQ0363  DYNAMIC HT  -        1898.140 (meters)    6227.48  (feet)  COMP
 MQ0363  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 MQ0363
 MQ0363  VERT ORDER  -  FIRST     CLASS II
 MQ0363
 MQ0363.The horizontal coordinates were scaled from a topographic map and have
 MQ0363.an estimated accuracy of +/- 6 seconds.
 MQ0363
 MQ0363.The orthometric height was determined by differential leveling
 MQ0363.and adjusted by the National Geodetic Survey in June 1991..
 MQ0363
 MQ0363.The geoid height was determined by GEOID03.
 MQ0363
 MQ0363.The dynamic height is computed by dividing the NAVD 88
 MQ0363.geopotential number by the normal gravity value computed on the
 MQ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0363.degrees latitude (g = 980.6199 gals.).
 MQ0363
 MQ0363.The modeled gravity was interpolated from observed gravity values.
 MQ0363
 MQ0363;                    North         East    Units  Estimated Accuracy
 MQ0363;SPC WYWC     -   118,810.      555,380.      MT  (+/- 180 meters Scaled)
 MQ0363
 MQ0363                          SUPERSEDED SURVEY CONTROL
 MQ0363
 MQ0363  NGVD 29 (06/08/92) 1898.455  (m)         6228.51   (f) ADJUSTED    1 2
 MQ0363
 MQ0363.Superseded values are not recommended for survey control.
 MQ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0363.See file dsdata.txt to determine how the superseded data were derived.
 MQ0363
 MQ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM429033(NAD 83)
 MQ0363_MARKER: DZ = AZIMUTH MARK DISK
 MQ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0363_SP_SET: CONCRETE POST
 MQ0363_STAMPING: LINE 2 1981
 MQ0363_MARK LOGO: NGS   
 MQ0363_PROJECTION: FLUSH
 MQ0363_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0363+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 MQ0363
 MQ0363  HISTORY     - Date     Condition        Report By
 MQ0363  HISTORY     - 1981     MONUMENTED       NGS
 MQ0363  HISTORY     - 1983     GOOD             NGS
 MQ0363  HISTORY     - 20060919 GOOD             GEOCAC
 MQ0363
 MQ0363                          STATION DESCRIPTION
 MQ0363
 MQ0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MQ0363'THIS AZIMUTH MARK WAS SET WHEN THE OLD AZIMUTH MARK WAS FOUND LEANING
 MQ0363'AND WAS OUT OF THE GROUND BEFORE THE STATE HIGHWAY SET IT BACK IN
 MQ0363'AGAIN.  TO REACH THE AZIMUTH MARK FROM THE UNDERPASS OF INTERSTATE 80
 MQ0363'AND DEWAR DRIVE -BUSINESS 80- AT THE WESTERN END OF ROCK SPRINGS, GO
 MQ0363'WEST ON DEWAR DRIVE FOR 0.4 KM (0.25 MI) TO A STOP LIGHT.  TURN LEFT,
 MQ0363'SOUTHWEST, ON THE ROAD WHICH BECOMES AN ACCESS ROAD FOR THE NORTHSIDE
 MQ0363'OF I-80 TO THE STATION ON THE LEFT.  CONTINUE AHEAD FOR 0.5 KM (0.30
 MQ0363'MI) TO THE AZIMUTH MARK ON THE LEFT.  THE AZIMUTH MARK IS 27.6 M (90.6
 MQ0363'FT) SOUTHEAST FROM THE CENTERLINE OF THE ACCESS ROAD OF I-80, 13.9 M
 MQ0363'(45.6 FT) EAST SOUTHEAST OF A GASLINE WARNING PIPE, AND 0.4 M (1.3 FT)
 MQ0363'NORTHWEST OF THE RIGHT OF WAY FENCE FOR I-80 WITH A WITNESS POST SIGN
 MQ0363'ON IT. AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--LINE 2
 MQ0363'1981--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 11 INCHES (28
 MQ0363'CM) IN DIAMETER FLUSH WITH GROUND.
 MQ0363
 MQ0363                          STATION RECOVERY (1983)
 MQ0363
 MQ0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0363'8.5 KM (5.3 MI) SE FROM ROCK SPRINGS.
 MQ0363'6.9 KM (4.3 MI) SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0363'STATION IN ROCK SPRINGS, THENCE 0.5 KM (0.3 MI) NORTH ALONG A DIRT
 MQ0363'ROAD, THENCE 1.1 KM (0.7 MI) NORTHEAST ALONG A PAVED ROAD (SOUTH
 MQ0363'FRONTAGE ROAD OF INTERSTATE HIGHWAY 80), 91.7 METERS (300.9 FT)
 MQ0363'NORTHWEST OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD, AND 27.6
 MQ0363'METERS (90.6 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH FRONTAGE
 MQ0363'ROAD.
 MQ0363'THE MARK IS 0.4 METERS  NW FROM  A FENCE AND WITNESS POST
 MQ0363'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 MQ0363
 MQ0363                          STATION RECOVERY (2006)
 MQ0363
 MQ0363'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MQ0363'THE AZIMUTH MARK IS LOCATED ABOUT 0.27 MILES SOUTHWEST OF THE STATION
 MQ0363'AND AT HANDHELD COORDINATES N41-34-07.08 W109-17-07.02.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0274 ***********************************************************************
 PX0274  DESIGNATION -  LINE AZ MK
 PX0274  PID         -  PX0274
 PX0274  STATE/COUNTY-  WY/BIG HORN
 PX0274  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0274
 PX0274                         *CURRENT SURVEY CONTROL
 PX0274  ___________________________________________________________________
 PX0274* NAD 83(1986)-  44 38 26.     (N)    108 15 50.     (W)     SCALED    
 PX0274* NAVD 88     -      1356.279  (meters)    4449.73   (feet)  ADJUSTED  
 PX0274  ___________________________________________________________________
 PX0274  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 PX0274  DYNAMIC HT  -        1355.701 (meters)    4447.83  (feet)  COMP
 PX0274  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
 PX0274
 PX0274  VERT ORDER  -  FIRST     CLASS II
 PX0274
 PX0274.The horizontal coordinates were scaled from a topographic map and have
 PX0274.an estimated accuracy of +/- 6 seconds.
 PX0274
 PX0274.The orthometric height was determined by differential leveling
 PX0274.and adjusted by the National Geodetic Survey in June 1991..
 PX0274
 PX0274.The geoid height was determined by GEOID03.
 PX0274
 PX0274.The dynamic height is computed by dividing the NAVD 88
 PX0274.geopotential number by the normal gravity value computed on the
 PX0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0274.degrees latitude (g = 980.6199 gals.).
 PX0274
 PX0274.The modeled gravity was interpolated from observed gravity values.
 PX0274
 PX0274;                    North         East    Units  Estimated Accuracy
 PX0274;SPC WYEC     -   560,340.      326,180.      MT  (+/- 180 meters Scaled)
 PX0274
 PX0274                          SUPERSEDED SURVEY CONTROL
 PX0274
 PX0274  NGVD 29 (06/08/92) 1355.425  (m)         4446.92   (f) ADJUSTED    1 2
 PX0274
 PX0274.Superseded values are not recommended for survey control.
 PX0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0274.See file dsdata.txt to determine how the superseded data were derived.
 PX0274
 PX0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ169466(NAD 83)
 PX0274_MARKER: DZ = AZIMUTH MARK DISK
 PX0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0274_SP_SET: CONCRETE POST
 PX0274_STAMPING: LINE 1957
 PX0274_MARK LOGO: CGS   
 PX0274_PROJECTION: PROJECTING 15 CENTIMETERS
 PX0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0274+STABILITY: SURFACE MOTION
 PX0274
 PX0274  HISTORY     - Date     Condition        Report By
 PX0274  HISTORY     - 1957     MONUMENTED       CGS
 PX0274  HISTORY     - 1982     GOOD             NGS
 PX0274
 PX0274                          STATION DESCRIPTION
 PX0274
 PX0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0274'25.7 KM (16.0 MI) SE FROM LOVELL.
 PX0274'25.1 KM (15.6 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0274'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 0.6 KM (0.35 MI) SOUTH
 PX0274'ALONG A PAVED ROAD, 28.1 METERS (92.2 FT) EAST OF THE CENTER OF THE
 PX0274'ROAD AND 0.3 METER (1.0 FT) NORTH OF A WOODEN WITNESS POST.
 PX0274'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0507 ***********************************************************************
 MQ0507  DESIGNATION -  LINE ET
 MQ0507  PID         -  MQ0507
 MQ0507  STATE/COUNTY-  WY/SWEETWATER
 MQ0507  USGS QUAD   -  PITTMAN WELL (1963)
 MQ0507
 MQ0507                         *CURRENT SURVEY CONTROL
 MQ0507  ___________________________________________________________________
 MQ0507* NAD 83(1993)-  41 58 09.30111(N)    109 31 06.05218(W)     ADJUSTED  
 MQ0507* NAVD 88     -      2037.9    (meters)    6686.     (feet)  VERTCON   
 MQ0507  ___________________________________________________________________
 MQ0507  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 MQ0507  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 MQ0507
 MQ0507  HORZ ORDER  -  THIRD
 MQ0507
 MQ0507.The horizontal coordinates were established by classical geodetic methods
 MQ0507.and adjusted by the National Geodetic Survey in January 1997..
 MQ0507
 MQ0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0507
 MQ0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0507
 MQ0507.The geoid height was determined by GEOID03.
 MQ0507
 MQ0507;                    North         East     Units Scale Factor Converg.
 MQ0507;SPC WYWC     -   163,448.037   536,314.934   MT  0.99998739   -0 30 49.8
 MQ0507;UTM  12      - 4,647,423.778   622,767.438   MT  0.99978546   +0 59 27.4
 MQ0507
 MQ0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0507!SPC WYWC     -   0.99968274  x   0.99998739  =   0.99967013
 MQ0507!UTM  12      -   0.99968274  x   0.99978546  =   0.99946827
 MQ0507
 MQ0507:                Primary Azimuth Mark                     Grid Az
 MQ0507:SPC WYWC     -  GASSON ET                                285 47 32.2
 MQ0507:UTM  12      -  GASSON ET                                284 17 15.0
 MQ0507
 MQ0507|---------------------------------------------------------------------|
 MQ0507| PID    Reference Object                     Distance      Geod. Az  |
 MQ0507|                                                           dddmmss.s |
 MQ0507| MQ0510 GASSON ET                           APPROX.10.1 KM 2851642.4 |
 MQ0507|---------------------------------------------------------------------|
 MQ0507
 MQ0507                          SUPERSEDED SURVEY CONTROL
 MQ0507
 MQ0507  NAD 83(1986)-  41 58 09.28328(N)    109 31 06.04622(W) AD(       ) 3
 MQ0507  NAD 27      -  41 58 09.43852(N)    109 31 03.55222(W) AD(       ) 3
 MQ0507  NGVD 29 (07/19/86) 2036.6    (m)         6682.     (f) VERT ANG       
 MQ0507
 MQ0507.Superseded values are not recommended for survey control.
 MQ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0507.See file dsdata.txt to determine how the superseded data were derived.
 MQ0507
 MQ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM2276747424(NAD 83)
 MQ0507_MARKER: DD = SURVEY DISK
 MQ0507_SETTING: 0 = UNSPECIFIED SETTING
 MQ0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0507
 MQ0507  HISTORY     - Date     Condition        Report By
 MQ0507  HISTORY     - 1962     MONUMENTED       USGS
 MQ0507
 MQ0507                          STATION DESCRIPTION
 MQ0507
 MQ0507'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MQ0507'STATION LOCATED 10.2 MI. SW. OF FARSON, WYOMING, ON A BUTTE AND ALONG
 MQ0507'A POWERLINE.
 MQ0507'
 MQ0507'TO REACH FROM FARSON POST OFFICE, GO S. 8.2 MI. ALONG RD. TO FARM
 MQ0507'HOUSE ON RIGHT (W.).  TURN RIGHT AND DRIVE W. 4.4 MI. ALONG MAIN RD.
 MQ0507'TO POWERLINE.  TURN LEFT (S.) 1.7 MI. ALONG POWERLINE RD. TO TOP AND
 MQ0507'STATION ON LEFT (E.) SIDE OF RD.
 MQ0507'
 MQ0507'STATION MARK--STANDARD TABLET, IN CONCRETE POST PROJECTING 0.2 FT.,
 MQ0507'AND STAMPED ---LINE-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0474 ***********************************************************************
 NQ0474  CBN         -  This is a Cooperative Base Network Control Station.
 NQ0474  DESIGNATION -  LINGLE
 NQ0474  PID         -  NQ0474
 NQ0474  STATE/COUNTY-  WY/GOSHEN
 NQ0474  USGS QUAD   -  LINGLE (1990)
 NQ0474
 NQ0474                         *CURRENT SURVEY CONTROL
 NQ0474  ___________________________________________________________________
 NQ0474* NAD 83(1993)-  42 08 54.24836(N)    104 20 24.67017(W)     ADJUSTED  
 NQ0474* NAVD 88     -      1316.0    (meters)    4318.     (feet)  GPS OBS   
 NQ0474  ___________________________________________________________________
 NQ0474  X           -  -1,173,232.881 (meters)                     COMP
 NQ0474  Y           -  -4,589,324.969 (meters)                     COMP
 NQ0474  Z           -   4,258,711.222 (meters)                     COMP
 NQ0474  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 NQ0474  ELLIP HEIGHT-        1299.26  (meters)          (09/07/01) GPS OBS
 NQ0474  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 NQ0474
 NQ0474  HORZ ORDER  -  B
 NQ0474  ELLP ORDER  -  FOURTH    CLASS I
 NQ0474
 NQ0474.The horizontal coordinates were established by GPS observations
 NQ0474.and adjusted by the National Geodetic Survey in October 1994..
 NQ0474
 NQ0474.The orthometric height was determined by GPS observations and a
 NQ0474.high-resolution geoid model.
 NQ0474
 NQ0474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NQ0474
 NQ0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0474
 NQ0474.The ellipsoidal height was determined by GPS observations
 NQ0474.and is referenced to NAD 83.
 NQ0474
 NQ0474.The geoid height was determined by GEOID03.
 NQ0474
 NQ0474;                    North         East     Units Scale Factor Converg.
 NQ0474;SPC WY E     -   183,391.065   268,311.179   MT  0.99999490   +0 33 16.7
 NQ0474;UTM  13      - 4,666,464.032   554,517.185   MT  0.99963657   +0 26 34.0
 NQ0474
 NQ0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0474!SPC WY E     -   0.99979627  x   0.99999490  =   0.99979117
 NQ0474!UTM  13      -   0.99979627  x   0.99963657  =   0.99943291
 NQ0474
 NQ0474:                Primary Azimuth Mark                     Grid Az
 NQ0474:SPC WY E     -  LINGLE AZ MK                             014 58 48.8
 NQ0474:UTM  13      -  LINGLE AZ MK                             015 05 31.5
 NQ0474
 NQ0474|---------------------------------------------------------------------|
 NQ0474| PID    Reference Object                     Distance      Geod. Az  |
 NQ0474|                                                           dddmmss.s |
 NQ0474| CP9861 LINGLE AZ MK                                       0153205.5 |
 NQ0474| CP9862 LINGLE RM 1                          13.905 METERS 02945     |
 NQ0474| CP9863 LINGLE RM 2                          36.901 METERS 20052     |
 NQ0474| NQ0473 LINGLE MUNICIPAL TANK               APPROX. 1.5 KM 2045203.5 |
 NQ0474|---------------------------------------------------------------------|
 NQ0474
 NQ0474                          SUPERSEDED SURVEY CONTROL
 NQ0474
 NQ0474  ELLIP H (10/19/94) 1299.29   (m)                       GP(       ) 4 1
 NQ0474  NAD 83(1986)-  42 08 54.22645(N)    104 20 24.67260(W) AD(       ) 2
 NQ0474  NAD 27      -  42 08 54.35290(N)    104 20 22.84600(W) AD(       ) 2
 NQ0474
 NQ0474.Superseded values are not recommended for survey control.
 NQ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0474.See file dsdata.txt to determine how the superseded data were derived.
 NQ0474
 NQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5451766464(NAD 83)
 NQ0474_MARKER: DS = TRIANGULATION STATION DISK
 NQ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0474_STAMPING: LINGLE 1963
 NQ0474_MARK LOGO: CGS   
 NQ0474_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0474+STABILITY: SURFACE MOTION
 NQ0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0474+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1995
 NQ0474
 NQ0474  HISTORY     - Date     Condition        Report By
 NQ0474  HISTORY     - 1963     MONUMENTED       CGS
 NQ0474  HISTORY     - 1977     GOOD             NGS
 NQ0474  HISTORY     - 19930604 GOOD             NGS
 NQ0474  HISTORY     - 19950901 GOOD             NGS
 NQ0474
 NQ0474                          STATION DESCRIPTION
 NQ0474
 NQ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 NQ0474'THE STATION IS 1 MILE NORTH OF LINGLE, ON THE EAST RIGHT-OF-WAY
 NQ0474'OF U.S. HIGHWAY 85, AND IN THE SOUTHWEST QUARTER OF SECTION
 NQ0474'8, T 25 N, R 62 W.
 NQ0474'
 NQ0474'TO REACH THE STATION FROM THE POST OFFICE IN LINGLE, GO NORTH
 NQ0474'ON U.S. HIGHWAYS 26 AND 85 FOR 0.15 MILE TO THE JUNCTION OF
 NQ0474'HIGHWAYS 26 AND 85.  CONTINUE NORTH ON HIGHWAY 85 FOR 0.85
 NQ0474'MILE TO THE STATION ON THE RIGHT.
 NQ0474'
 NQ0474'STATION MARKS ARE STANDARD DISKS STAMPED LINGLE 1963.  THE
 NQ0474'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 NQ0474'INCHES.  IT IS 143.0 FEET EAST OF THE CENTER LINE OF HIGHWAY
 NQ0474'85, 7.0 FEET WEST OF A FENCE, AND 7.0 FEET WEST OF A METAL
 NQ0474'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 NQ0474'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 NQ0474'
 NQ0474'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LINGLE NO 1 1963,
 NQ0474'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 NQ0474'IT IS 148.0 FEET EAST OF THE CENTER LINE OF HIGHWAY 85, AND 1.5
 NQ0474'FEET WEST OF THE FENCE.
 NQ0474'
 NQ0474'REFERENCE MARK NO. 2 IS A STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY
 NQ0474'MARKER DISK, SET IN A 5 INCH SQUARE CONCRETE POST WHICH PROJECTS
 NQ0474'2 INCHES.  IT IS NOT STAMPED.  IT IS 151.0 FEET EAST OF THE
 NQ0474'CENTER LINE OF HIGHWAY 85, AND 1.0 FOOT EAST OF THE FENCE.
 NQ0474'
 NQ0474'AZIMUTH MARK IS A STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER
 NQ0474'DISK, SET IN A 5 INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 NQ0474'INCHES.  IT IS NOT STAMPED.  IT IS 100.0 FEET WEST OF THE
 NQ0474'CENTER LINE OF HIGHWAY 85, 1.0 FOOT WEST OF A FENCE, AND 1.0
 NQ0474'FOOT WEST OF A METAL WITNESS POST.
 NQ0474'
 NQ0474'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 NQ0474'ON HIGHWAY 85 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NQ0474'
 NQ0474'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
 NQ0474'
 NQ0474'HEIGHT OF LIGHT ABOVE STATION MARK 3.6 METERS.
 NQ0474
 NQ0474                          STATION RECOVERY (1977)
 NQ0474
 NQ0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NQ0474'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  LOCATION OF
 NQ0474'STATION AND ROUTE TO STATION WAS NOTED TO BE ADEQUATE.  A METAL
 NQ0474'WITNESS POST WAS PLACED AT STATION.
 NQ0474
 NQ0474                          STATION RECOVERY (1993)
 NQ0474
 NQ0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 NQ0474'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION. NO
 NQ0474'DATA AVAILABLE ON REFERENCE MARK 2 AND THE AZIMUTH MARK. STATION IS
 NQ0474'LOCATED ABOUT 1.5 KM (0.95 MI) NORTH OF LINGLE, ALONG US HIGHWAY 85,
 NQ0474'ON THE RIGHT-OF-WAY, 127 M (416.7 FT) SOUTH ALONG THE HIGHWAY FROM
 NQ0474'MILEPOST 104, ON TOP OF A SLOPED BANK, IN THE SOUTHWEST 1/4 OF SECTION
 NQ0474'8, T 25 N, R 62 W.  OWNERSHIP--STATE HIGHWAY DEPARTMENT, TO REACH FROM
 NQ0474'THE JUNCTION OF US HIGHWAYS 26 AND 85 ON THE NORTH SIDE OF LINGLE, GO
 NQ0474'NORTH ON HIGHWAY 85 FOR 1.57 KM (0.95 MI) TO TOP OF GRADE AND A FIELD
 NQ0474'ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST, TO A DOUBLE PIPE GATE, THEN
 NQ0474'TURN RIGHT, SOUTH, ALONG THE FENCE LINE FOR 0.17 KM (0.10 MI) TO THE
 NQ0474'STATION. STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE
 NQ0474'POST PROJECTING 5 CM ABOVE GROUND.  IT IS 35.3 M (115.8 FT) (SLOPE)
 NQ0474'EAST OF, AND 3 M (9.8 FT) HIGHER THAN THE EDGE OF THE THREE-LANE
 NQ0474'HIGHWAY, 2.0 M (6.6 FT) NORTHWEST OF A METAL WITNESS POST AT A T-FENCE
 NQ0474'CORNER, AND 3.2 M (10.5 FT) WEST OF THE NORTHEAST ONE OF TWO BRACED
 NQ0474'FENCE POSTS. DESCRIBED BY G.R.HEID
 NQ0474
 NQ0474                          STATION RECOVERY (1995)
 NQ0474
 NQ0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 NQ0474'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION. NO
 NQ0474'DATA AVAILABLE ON REFERENCE MARK 2 AND THE AZIMUTH MARK.  STATION IS
 NQ0474'LOCATED ABOUT 1.5 KM (0.95 MI) NORTH OF LINGLE, ALONG U.S. HIGHWAY 85,
 NQ0474'ON THE RIGHT-OF-WAY, 127 M (416.7 FT) SOUTH ALONG THE HIGHWAY FROM
 NQ0474'MILEPOST 104, ON TOP OF A SLOPED BANK, IN THE SOUTHWEST 1/4 OF SECTION
 NQ0474'8, T 25 N, R 62 W.  OWNERSHIP--STATE HIGHWAY DEPARTMENT.  TO REACH
 NQ0474'FROM THE JUNCTION OF U.S. HIGHWAYS 26 AND 85 ON THE NORTH SIDE OF
 NQ0474'LINGLE, GO NORTH ON HIGHWAY 85 FOR 1.57 KM (0.95 MI) TO TOP OF GRADE
 NQ0474'AND A FIELD ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST, TO A DOUBLE PIPE
 NQ0474'GATE, THEN TURN RIGHT, SOUTH, ALONG THE FENCE LINE FOR 0.17 KM (0.10
 NQ0474'MI) TO THE STATION.  STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE
 NQ0474'CONCRETE POST PROJECTING 5 CM ABOVE GROUND.  IT IS 35.3 M (115.8 FT)
 NQ0474'(SLOPE) EAST OF, AND 3 M (9.8 FT) HIGHER THAN THE EDGE OF THE
 NQ0474'THREE-LANE HIGHWAY, 2.0 M (6.6 FT) NORTHWEST OF A METAL WITNESS POST
 NQ0474'AT A T-FENCE CORNER AND 3.2 M (10.5 FT) WEST OF THE NORTHEAST ONE OF
 NQ0474'TWO BRACED FENCE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0473 ***********************************************************************
 NQ0473  DESIGNATION -  LINGLE MUNICIPAL TANK
 NQ0473  PID         -  NQ0473
 NQ0473  STATE/COUNTY-  WY/GOSHEN
 NQ0473  USGS QUAD   -  LINGLE (1990)
 NQ0473
 NQ0473                         *CURRENT SURVEY CONTROL
 NQ0473  ___________________________________________________________________
 NQ0473* NAD 83(1993)-  42 08 10.75336(N)    104 20 51.75535(W)     ADJUSTED  
 NQ0473* NAVD 88     -      1272.     (meters)    4173.     (feet)  SCALED    
 NQ0473  ___________________________________________________________________
 NQ0473  LAPLACE CORR-          -7.28  (seconds)                    DEFLEC99
 NQ0473  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 NQ0473
 NQ0473  HORZ ORDER  -  THIRD
 NQ0473
 NQ0473.The horizontal coordinates were established by classical geodetic methods
 NQ0473.and adjusted by the National Geodetic Survey in January 1997..
 NQ0473
 NQ0473.The orthometric height was scaled from a topographic map.
 NQ0473
 NQ0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0473
 NQ0473.The geoid height was determined by GEOID03.
 NQ0473
 NQ0473;                    North         East     Units Scale Factor Converg.
 NQ0473;SPC WY E     -   182,043.128   267,702.192   MT  0.99999388   +0 32 58.0
 NQ0473;UTM  13      - 4,665,117.769   553,905.787   MT  0.99963575   +0 26 15.5
 NQ0473
 NQ0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0473!SPC WY E     -   0.99980321  x   0.99999388  =   0.99979710
 NQ0473!UTM  13      -   0.99980321  x   0.99963575  =   0.99943904
 NQ0473
 NQ0473                          SUPERSEDED SURVEY CONTROL
 NQ0473
 NQ0473  NAD 83(1986)-  42 08 10.73240(N)    104 20 51.75723(W) AD(       ) 4
 NQ0473  NAD 27      -  42 08 10.85600(N)    104 20 49.93000(W) AD(       ) 3
 NQ0473
 NQ0473.Superseded values are not recommended for survey control.
 NQ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0473.See file dsdata.txt to determine how the superseded data were derived.
 NQ0473
 NQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5390665118(NAD 83)
 NQ0473_MARKER: 51 = TANK
 NQ0473
 NQ0473  HISTORY     - Date     Condition        Report By
 NQ0473  HISTORY     - 1958     FIRST OBSERVED   USGS
 NQ0473  HISTORY     - 1963     GOOD             CGS
 NQ0473
 NQ0473                          STATION DESCRIPTION
 NQ0473
 NQ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 NQ0473'$
 NQ0473'A WATER TANK NEAR LINGLE, WYOMING.
 NQ0473'
 NQ0473'STATION MARK--CENTER OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0489 ***********************************************************************
 MQ0489  DESIGNATION -  LINWOOD
 MQ0489  PID         -  MQ0489
 MQ0489  STATE/COUNTY-  WY/SWEETWATER
 MQ0489  USGS QUAD   -  MINNIES GAP (1987)
 MQ0489
 MQ0489                         *CURRENT SURVEY CONTROL
 MQ0489  ___________________________________________________________________
 MQ0489* NAD 83(1993)-  41 00 14.08042(N)    109 27 41.52316(W)     ADJUSTED  
 MQ0489* NAVD 88     -      2151.2    (meters)    7058.     (feet)  VERTCON   
 MQ0489  ___________________________________________________________________
 MQ0489  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 MQ0489  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MQ0489
 MQ0489  HORZ ORDER  -  FIRST
 MQ0489
 MQ0489.The horizontal coordinates were established by classical geodetic methods
 MQ0489.and adjusted by the National Geodetic Survey in January 1997..
 MQ0489
 MQ0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0489
 MQ0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0489
 MQ0489.The geoid height was determined by GEOID03.
 MQ0489
 MQ0489;                    North         East     Units Scale Factor Converg.
 MQ0489;SPC WYWC     -    56,199.268   540,142.001   MT  0.99998158   -0 28 00.7
 MQ0489;SPC UT N     - 1,076,478.395   671,475.011   MT  0.99996607   +1 20 38.7
 MQ0489;UTM  12      - 4,540,331.080   629,381.874   MT  0.99980603   +1 00 34.4
 MQ0489
 MQ0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0489!SPC WYWC     -   0.99966492  x   0.99998158  =   0.99964650
 MQ0489!SPC UT N     -   0.99966492  x   0.99996607  =   0.99963100
 MQ0489!UTM  12      -   0.99966492  x   0.99980603  =   0.99947101
 MQ0489
 MQ0489|---------------------------------------------------------------------|
 MQ0489| PID    Reference Object                     Distance      Geod. Az  |
 MQ0489|                                                           dddmmss.s |
 MQ0489| CP5699 LINWOOD RM 1                          6.470 METERS 08434     |
 MQ0489| CP5700 LINWOOD RM 2                          5.189 METERS 20741     |
 MQ0489| CP5698 LINWOOD AZ MK                                      2683124.3 |
 MQ0489|---------------------------------------------------------------------|
 MQ0489
 MQ0489                          SUPERSEDED SURVEY CONTROL
 MQ0489
 MQ0489  NAD 83(1986)-  41 00 14.06132(N)    109 27 41.51490(W) AD(       ) 1
 MQ0489  NAD 27      -  41 00 14.20200(N)    109 27 39.02200(W) AD(       ) 1
 MQ0489  NGVD 29 (07/19/86) 2149.9    (m)         7053.     (f) VERT ANG       
 MQ0489
 MQ0489.Superseded values are not recommended for survey control.
 MQ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0489.See file dsdata.txt to determine how the superseded data were derived.
 MQ0489
 MQ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2938240331(NAD 83)
 MQ0489_MARKER: DS = TRIANGULATION STATION DISK
 MQ0489_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0489_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 MQ0489
 MQ0489  HISTORY     - Date     Condition        Report By
 MQ0489  HISTORY     - 1937     MONUMENTED       CGS
 MQ0489  HISTORY     - 1947     GOOD             CGS
 MQ0489  HISTORY     - 1955     GOOD             USGS
 MQ0489
 MQ0489                          STATION DESCRIPTION
 MQ0489
 MQ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MQ0489'STATION IS LOCATED ABOUT 9-1/2 MILES DUE EAST OF LINWOOD, WYO.
 MQ0489'ON THE NORTHERLY OF TWO PARALLEL ROCK RIDGES RUNNING EAST AND
 MQ0489'WEST, KNOWN LOCALLY AS THE CAUSEWAY.  IT IS VISIBLE FROM
 MQ0489'MANILA OR ANY POINT ALONG THE ROAD FROM MANILA TO LINWOOD.
 MQ0489'
 MQ0489'REACHED FROM LINWOOD BY GOING NORTH FROM THE POST OFFICE ON
 MQ0489'HIGHWAY STATE NO. 43.  0.45 MILE TO STATE LINE AND BRIDGE.  THENCE
 MQ0489'CONTINUE 0.1 MILE TO A SIDE ROAD RIGHT, EAST.  TURN RIGHT AND
 MQ0489'FOLLOW MAIN TRAVELED ROAD EAST FOR 1.75 MILES TO A FORK.  RIGHT
 MQ0489'FORK GOES TO WILLIAMS RANCH.  TAKE LEFT FORK FOR 1.85 MILES
 MQ0489'TO A FORK.  THENCE LEFT FORK 0.45 MILE TO DIM TRACKS LEADING
 MQ0489'RIGHT.  THENCE TURN RIGHT ON DIM TRACKS 0.15 MILE TO AN
 MQ0489'EAST-WEST FENCE LINE.  CONTINUE EAST ALONG THE FENCE LINE FOR
 MQ0489'0.7 MILE TO A FORK AT FENCE CORNER.  KEEP LEFT FORK AND GO
 MQ0489'0.1 MILE TO RIVER AND FERRY 200 YARDS SOUTH.  THIS IS END
 MQ0489'OF TRUCK TRAVEL.  THE FERRY IS PRIVATELY OWNED BY MR. SMITH
 MQ0489'OF LINWOOD AND IT IS OUT OF SERVICE WHEN THE RIVER IS AT LOW
 MQ0489'STAGE.  AT LOW STAGE THE RIVER CAN BE FORDED BY HORSES.  HORSES
 MQ0489'OR WAGON AND TEAM CAN BE OBTAINED AT THE WILLIAMS RANCH.
 MQ0489'THE WILLIAMS BROTHERS KNOW THE LOCATION OF THE STATION.
 MQ0489'CROSS THE RIVER AT ABOVE POINT AND FOLLOW NORTH ALONG THE
 MQ0489'EAST SIDE TO MOUTH OF SPRING CREEK ABOUT 1.0 MILE.  CROSS
 MQ0489'CREEK AND GO EAST BETWEEN THE TWO PARALLEL RIDGES ABOUT 5
 MQ0489'MILES TO A POINT WHERE THE DRAINAGE STARTS EAST.  FROM HERE
 MQ0489'THE STATION IS ON THE RIDGE TO THE NORTH AND ABOUT 30
 MQ0489'MINUTES PACK UP STEEP ROCKY SLOPE.  THERE IS A KNOB ON
 MQ0489'RIDGE HIGHER THAN STATION ABOUT 200 YARDS TO THE EAST.
 MQ0489'
 MQ0489'AZIMUTH MARK IS ON SAME RIDGE ON FIRST PROMINENT POINT TO
 MQ0489'THE WEST AND NEAR THE SOUTH RIM.  IT IS ABOUT 25 FEET LOWER
 MQ0489'THAN STATION.
 MQ0489'
 MQ0489'R.M. NO. 1 IS E X N OF THE STATION.  R.M. NO. 2 IS SSW OF THE
 MQ0489'STATION.
 MQ0489
 MQ0489                          STATION RECOVERY (1947)
 MQ0489
 MQ0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (DHK)
 MQ0489'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 MQ0489'CONDITION.
 MQ0489'
 MQ0489'THE STATION IS LOCATED ABOUT 9.5 MILES EAST OF LINWOOD AND
 MQ0489'0.2 MILE NORTH OF WHAT IS KNOWN LOCALLY AS THE CAUSEWAY AND
 MQ0489'ALSO AS THE DEVILS RACETRACK, A FLAT, GRASSY QUADRANT BORDERED
 MQ0489'ON THE NORTH AND SOUTH BY SHARP, ROCKY, TIMBERED RIDGES.  THE
 MQ0489'STATION MARK IS A BRONZE DISK, SET
 MQ0489'200 YARDS WEST OF THE HIGHEST POINT OF THE NORTHERN RIDGE.  IT
 MQ0489'PROJECTS 12 INCHES AND IS STAMPED, LINWOOD 1937.
 MQ0489'
 MQ0489'REFERENCE MARK NO. 1 IS A BRONZE DISK,
 MQ0489'PROJECTS 12 INCHES, IS SAME ELEVATION AS THE STATION MARK AND
 MQ0489'IS STAMPED, LINWOOD NO 1 1937.
 MQ0489'
 MQ0489'REFERENCE MARK NO. 2 IS A BRONZE DISK,
 MQ0489'PROJECTS 4 FEET, IS 3 FEET LOWER THAN THE STATION MARK AND IS
 MQ0489'STAMPED, LINWOOD NO 2 1937.
 MQ0489'
 MQ0489'THE AZIMUTH MARK IS A BRONZE DISK,
 MQ0489'SET FLUSH, ON THE HIGHEST POINT OF THE RIDGE WEST OF THE STATION.
 MQ0489'IT IS STAMPED, LINWOOD 1937.
 MQ0489'
 MQ0489'THE FERRY MENTIONED IN THE 1937 DESCRIPTION IS NO LONGER IN
 MQ0489'OPERATION.  THE BUREAU OF RECLAMATION HAS A CABLE WITH A CAR
 MQ0489'THAT CROSSES THE RIVER AND IS USED FOR SOUNDING PURPOSES THAT
 MQ0489'WAS USED FOR CROSSING GREEN RIVER IN 1947.  A BOAT WAS USED
 MQ0489'ALSO AT THIS TIME.  A FOUR WHEEL DRIVE VEHICLE WAS USED ON
 MQ0489'THE EAST SIDE OF THE RIVER AND WAS DRIVEN IN FROM ROCK SPRINGS,
 MQ0489'WYOMING VIA CLAY BASIN, THEN WEST 22 MILES TO RIVER.
 MQ0489'
 MQ0489'TO REACH THE STATION FROM LINWOOD.  GO NORTH 0.45 MILE TO
 MQ0489'WYOMING STATE LINE AND A BRIDGE CONTINUE 0.1 MILE TO A ROAD
 MQ0489'RIGHT.  TURN RIGHT, GO 1.75 MILE TO A FORK.  TURN LEFT, FOLLOW
 MQ0489'MAIN ROAD 4.3 MILE TO CABLE CROSSING GREEN RIVER.  CROSS RIVER,
 MQ0489'FOLLOW MIDDLE ROAD OF THREE 5.4 MILES TO A FORK JUST AFTER
 MQ0489'PASSING A SMALL CORRAL ON RIGHT.  CONTINUE ON LEFT HAND ROAD
 MQ0489'2.3 MILES TO A FORK.  TURN LEFT, GO 0.1 MILE TO FORK, TURN
 MQ0489'LEFT FOLLOW ROAD TO ITS END.  CONTINUE DOWN HILL TO EDGE OF
 MQ0489'LARGE DEEP WASH OPPOSITE A SMALLER WASH EXTENDING NORTH TO
 MQ0489'FOOT OF RIDGE, AND END OF TRUCK TRAVEL.  FROM HERE CROSS
 MQ0489'LARGE WASH, WALK ALONG THE BOTTOM OF THE SMALLER WASH TO THE
 MQ0489'EAST END OF FIRST EAST-WEST RIDGE.  TURN LEFT, FOLLOW THE
 MQ0489'FLAT, BETWEEN THE RIDGES, ABOUT 1.5 MILE TO POINT OF
 MQ0489'DRAINAGE DIVIDE.  WALK NORTH TO TOP OF STEEP RIDGE AND STATION.
 MQ0489'AN HOUR AND 30 MINUTE PACK.
 MQ0489
 MQ0489                          STATION RECOVERY (1955)
 MQ0489
 MQ0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MQ0489'RECOVERED.
 MQ0489'
 MQ0489'STATION MARK--STANDARD TRIANGULATION DISK, SET IN CONCRETE IN A
 MQ0489'DEPRESSION, IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0423 ***********************************************************************
 OW0423  DESIGNATION -  LION
 OW0423  PID         -  OW0423
 OW0423  STATE/COUNTY-  WY/FREMONT
 OW0423  USGS QUAD   -  ANTELOPE RIDGE (1978)
 OW0423
 OW0423                         *CURRENT SURVEY CONTROL
 OW0423  ___________________________________________________________________
 OW0423* NAD 83(1993)-  43 37 17.17716(N)    108 58 43.90251(W)     ADJUSTED  
 OW0423* NAVD 88     -      2460.1    (meters)    8071.     (feet)  VERTCON   
 OW0423  ___________________________________________________________________
 OW0423  LAPLACE CORR-         -14.82  (seconds)                    DEFLEC99
 OW0423  GEOID HEIGHT-          -9.92  (meters)                     GEOID03
 OW0423
 OW0423  HORZ ORDER  -  THIRD
 OW0423
 OW0423.The horizontal coordinates were established by classical geodetic methods
 OW0423.and adjusted by the National Geodetic Survey in January 1997..
 OW0423
 OW0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0423
 OW0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0423
 OW0423.The geoid height was determined by GEOID03.
 OW0423
 OW0423;                    North         East     Units Scale Factor Converg.
 OW0423;SPC WYWC     -   346,715.937   581,528.708   MT  0.99994170   -0 09 28.4
 OW0423;UTM  12      - 4,831,812.899   663,071.388   MT  0.99992710   +1 23 40.8
 OW0423
 OW0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0423!SPC WYWC     -   0.99961593  x   0.99994170  =   0.99955766
 OW0423!UTM  12      -   0.99961593  x   0.99992710  =   0.99954306
 OW0423
 OW0423:                Primary Azimuth Mark                     Grid Az
 OW0423:SPC WYWC     -  MUD                                      176 17 41.0
 OW0423:UTM  12      -  MUD                                      174 44 31.8
 OW0423
 OW0423|---------------------------------------------------------------------|
 OW0423| PID    Reference Object                     Distance      Geod. Az  |
 OW0423|                                                           dddmmss.s |
 OW0423| OW0429 MUD                                 APPROX. 5.2 KM 1760812.6 |
 OW0423|---------------------------------------------------------------------|
 OW0423
 OW0423                          SUPERSEDED SURVEY CONTROL
 OW0423
 OW0423  NAD 83(1986)-  43 37 17.16229(N)    108 58 43.90155(W) AD(       ) 3
 OW0423  NGVD 29 (11/06/89) 2458.8    (m)         8067.     (f) VERT ANG       
 OW0423
 OW0423.Superseded values are not recommended for survey control.
 OW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0423.See file dsdata.txt to determine how the superseded data were derived.
 OW0423
 OW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6307131813(NAD 83)
 OW0423_MARKER: DS = TRIANGULATION STATION DISK
 OW0423_SETTING: 0 = UNSPECIFIED SETTING
 OW0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0423
 OW0423  HISTORY     - Date     Condition        Report By
 OW0423  HISTORY     - 1950     MONUMENTED       USGS
 OW0423
 OW0423                          STATION DESCRIPTION
 OW0423
 OW0423'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0423'STATION LOCATED ON TOP OF BARE GRASSY HILL, BEING ONE OF RANGE ON
 OW0423'S. SIDE OF S. FORK OWL CREEK, IN SHOSHONE INDIAN RESERVATION,
 OW0423'APPROXIMATELY 7.5 MI. WSW. OF ANCHOR, SEC. 34, T 8 N, R 2 W.
 OW0423'
 OW0423'TO REACH STATION FROM BARGEE CHURCH AND SCHOOL, GO N. 2.0 MI. TO FORK,
 OW0423'TAKE LEFT FORK (STRAIGHT AHEAD) AND GO 0.3 MI. TO CATTLEGUARD,
 OW0423'CONTINUE 0.4 MI. TO GATE, CONTINUE 0.2 MI. TO INDIAN AGENT STATION,
 OW0423'CONTINUE 0.3 MI. TO GATE, CONTINUE 0.2 MI. TO FORK, TAKE RIGHT FORK
 OW0423'AND GO 0.3 MI. TO SURFACE STREAM CROSSING, CONTINUE 0.2 MI. TO ANOTHER
 OW0423'SURFACE STREAM CROSSING, CONTINUE 0.4 MI., PASSING OLD ABANDONED
 OW0423'SHEARING PENS, TO GATE, CONTINUE 2.1 MI. TO TRIPLE FORK, TAKE MIDDLE
 OW0423'FORK AND GO 4.3 MI. TO DIM T-RD. E., TURN RIGHT (N.) AND FOLLOW DIM
 OW0423'TRACK RD. UP AND ALONG NARROW SPUR RIDGE FOR 1.2 MI., TURN RIGHT (N.)
 OW0423'AND GO ACROSS COUNTRY FOR 0.1 MI. TO LARGE EARTH DAM, CROSS DAM AND
 OW0423'GO 0.6 MI. STRAIGHT AHEAD UP LONG GRASSY SLOPE TO TOP OF HILL AND
 OW0423'HIGHEST POINT TO STATION.  STATION ON HIGHEST POINT, OVERLOOKING DEEP
 OW0423'CANYON TO N.
 OW0423'
 OW0423'RECOVERED BY USGS IN 1952.
 OW0423'
 OW0423'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN ROCK OUTCROP,
 OW0423'STAMPED---WR-LION 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0438 ***********************************************************************
 MQ0438  DESIGNATION -  LISA
 MQ0438  PID         -  MQ0438
 MQ0438  STATE/COUNTY-  WY/SWEETWATER
 MQ0438  USGS QUAD   -  J O DUGWAY (1970)
 MQ0438
 MQ0438                         *CURRENT SURVEY CONTROL
 MQ0438  ___________________________________________________________________
 MQ0438* NAD 83(1993)-  41 34 53.79885(N)    108 20 48.62302(W)     ADJUSTED  
 MQ0438* NAVD 88     -      2284.0    (meters)    7493.     (feet)  VERTCON   
 MQ0438  ___________________________________________________________________
 MQ0438  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 MQ0438  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 MQ0438
 MQ0438  HORZ ORDER  -  FIRST
 MQ0438
 MQ0438.The horizontal coordinates were established by classical geodetic methods
 MQ0438.and adjusted by the National Geodetic Survey in January 1997..
 MQ0438
 MQ0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0438
 MQ0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0438
 MQ0438.The geoid height was determined by GEOID03.
 MQ0438
 MQ0438;                    North         East     Units Scale Factor Converg.
 MQ0438;SPC WYWC     -   120,188.955   633,617.975   MT  0.99995140   +0 16 03.3
 MQ0438;UTM  12      - 4,606,724.565   721,171.429   MT  1.00020202   +1 45 41.7
 MQ0438
 MQ0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0438!SPC WYWC     -   0.99964420  x   0.99995140  =   0.99959562
 MQ0438!UTM  12      -   0.99964420  x   1.00020202  =   0.99984615
 MQ0438
 MQ0438|---------------------------------------------------------------------|
 MQ0438| PID    Reference Object                     Distance      Geod. Az  |
 MQ0438|                                                           dddmmss.s |
 MQ0438| CP5705 LISA RM 1                            13.078 METERS 14951     |
 MQ0438| CP5706 LISA RM 2                            17.091 METERS 22941     |
 MQ0438| CP5704 LISA AZ MK                                         3452317.2 |
 MQ0438|---------------------------------------------------------------------|
 MQ0438
 MQ0438                          SUPERSEDED SURVEY CONTROL
 MQ0438
 MQ0438  NAD 83(1986)-  41 34 53.78634(N)    108 20 48.61345(W) AD(       ) 1
 MQ0438  NAD 27      -  41 34 53.92913(N)    108 20 46.26842(W) AD(       ) 1
 MQ0438  NGVD 29 (07/19/86) 2282.6    (m)         7489.     (f) VERT ANG       
 MQ0438
 MQ0438.Superseded values are not recommended for survey control.
 MQ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0438.See file dsdata.txt to determine how the superseded data were derived.
 MQ0438
 MQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM2117106725(NAD 83)
 MQ0438_MARKER: DS = TRIANGULATION STATION DISK
 MQ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MQ0438
 MQ0438  HISTORY     - Date     Condition        Report By
 MQ0438  HISTORY     - 1972     MONUMENTED       NGS
 MQ0438  HISTORY     - 1974     GOOD             NGS
 MQ0438
 MQ0438                          STATION DESCRIPTION
 MQ0438
 MQ0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 MQ0438'THE STATION IS LOCATED 56 MILES EAST OF ROCK SPRINGS, 6.5 MILES
 MQ0438'SOUTHWEST OF TIPTON, AND 6 MILES SOUTHEAST OF TABLE ROCK ON THE HIGH
 MQ0438'BENCH LAND ON THE SOUTH EDGE OF THE GREAT DIVIDE BASIN AND ON OR
 MQ0438'CLOSE TO THE CONTINENTAL DIVIDE.  THE POINT IS CLOSE TO THE NORTH
 MQ0438'EDGE OF WHAT APPEARS FROM THE NORTH AS A MESA CUT BY GULLIES AND
 MQ0438'COVERED WITH SAGEBRUSH.
 MQ0438'
 MQ0438'TO REACH THE STATION FROM THE SOUTH SIDE OF THE BAR X RANCH EXIT OFF
 MQ0438'INTERSTATE HIGHWAY 80 GO WEST 0.1 MILE ON MAIN TRAVELED DIRT ROAD
 MQ0438'THEN SOUTH 1.2 MILES TO A FORK.  TAKE LEFT FORK AND CONTINUE SOUTH
 MQ0438'0.1 MILE TO DOUBLE TRACK RAILROAD CROSSING.  CONTINUE SOUTH 0.1
 MQ0438'MILE TO SINGLE TRACK RAILROAD CROSSING AND FORK 150 FEET BEYOND.
 MQ0438'TAKE LEFT FORK AND CONTINUE SOUTH TO FORK FOR 1.0 MILE.  TAKE LEFT
 MQ0438'FORK LEAVING THE MAIN TRAVELED ROAD AND CONTINUE SOUTH 1.0 MILE TO
 MQ0438'FORK AT POWERLINE CROSSING.  TAKE LEFT FORK AND GO EAST 150
 MQ0438'FEET TO GATE ON ROAD ALONG SOUTH SIDE OF POWERLINE.  PASS THROUGH
 MQ0438'GATE AND CONTINUE EAST ALONG POWERLINE ROAD 1.05 MILE TO AZIMUTH
 MQ0438'MARK ON LEFT AT BASE OF POWERLINE POLE.  CONTINUE EAST AND UPHILL
 MQ0438'ON POWERLINE ROAD FOR 0.9 MILE TO DIM TRACK ROAD UP BLUFF ON
 MQ0438'RIGHT.  TURN RIGHT AND CLIMB SOUTH 0.2 MILE IN 4-WHEEL-DRIVE TO
 MQ0438'TOP OF MESA.  TURN RIGHT ON TOP AND FOLLOW DIM TRACK ROAD WEST
 MQ0438'0.8 MILE TO THE STATION NEAR NORTH EDGE OF MESA.
 MQ0438'
 MQ0438'THE STATION MARK IS A STANDARD DISK STAMPED LISA 1972 CEMENTED IN
 MQ0438'THE TOP OF A 10-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 MQ0438'PROJECTING 1 INCH ABOVE GROUND.  IT IS 35 FEET SOUTHEAST OF THE NORTH
 MQ0438'EDGE OF THE MESA AND 5.5 FEET NORTH-NORTHEAST OF A METAL WITNESS
 MQ0438'POST WITH SIGN.
 MQ0438'
 MQ0438'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LISA NO 1 1972 CEMENTED
 MQ0438'IN THE TOP OF A 10-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 MQ0438'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 39.0 FEET SOUTH-SOUTHEAST
 MQ0438'OF THE METAL WITNESS POST AT THE STATION AND ABOUT 1 FOOT LOWER THAN
 MQ0438'THE STATION.
 MQ0438'
 MQ0438'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LISA NO 2 1972 CEMENTED
 MQ0438'IN THE TOP OF A 10-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 MQ0438'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 38 FEET SOUTHEAST OF THE
 MQ0438'NORTHWEST EDGE OF THE BLUFF, 51.8 FEET SOUTH-SOUTHWEST OF THE
 MQ0438'METAL WITNESS POST AT THE STATION AND AT ABOUT THE SAME ELEVATION
 MQ0438'AS THE STATION.
 MQ0438'
 MQ0438'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LISA 1972 CEMENTED IN THE
 MQ0438'TOP OF A 10-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT SET FLUSH
 MQ0438'WITH THE SURFACE OF THE GROUND.  IT IS 21.3 FEET NORTH OF THE
 MQ0438'APPARENT CENTER OF THE TRACK ROAD, 3 FEET NORTHEAST OF POWERLINE
 MQ0438'POLE NUMBER 7/48 R, AND 2.8 FEET SOUTHWEST OF A METAL WITNESS
 MQ0438'POST WITH SIGN.
 MQ0438
 MQ0438                          STATION RECOVERY (1974)
 MQ0438
 MQ0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MQ0438'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 MQ0438'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES AND
 MQ0438'DIRECTIONS TO ALL MARKS COMPARED FAVORABLY WITH THE 1972 DATA.  THE
 MQ0438'1972 TO REACH IS ADEQUATE.
 MQ0438'
 MQ0438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES WSW OF
 MQ0438'WAMSUTTER.
 MQ0438'
 MQ0438'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0280 ***********************************************************************
 PX0280  DESIGNATION -  LITTLE
 PX0280  PID         -  PX0280
 PX0280  STATE/COUNTY-  WY/BIG HORN
 PX0280  USGS QUAD   -  SHEEP CANYON (1966)
 PX0280
 PX0280                         *CURRENT SURVEY CONTROL
 PX0280  ___________________________________________________________________
 PX0280* NAD 83(1993)-  44 35 07.61330(N)    108 11 07.22555(W)     ADJUSTED  
 PX0280* NAVD 88     -      1244.545  (meters)    4083.14   (feet)  ADJUSTED  
 PX0280  ___________________________________________________________________
 PX0280  LAPLACE CORR-           8.34  (seconds)                    DEFLEC99
 PX0280  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PX0280  DYNAMIC HT  -        1244.036 (meters)    4081.47  (feet)  COMP
 PX0280  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 PX0280
 PX0280  HORZ ORDER  -  SECOND
 PX0280  VERT ORDER  -  FIRST     CLASS II
 PX0280
 PX0280.The horizontal coordinates were established by classical geodetic methods
 PX0280.and adjusted by the National Geodetic Survey in January 1997..
 PX0280
 PX0280.The orthometric height was determined by differential leveling
 PX0280.and adjusted by the National Geodetic Survey in June 1991..
 PX0280
 PX0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0280
 PX0280.The geoid height was determined by GEOID03.
 PX0280
 PX0280.The dynamic height is computed by dividing the NAVD 88
 PX0280.geopotential number by the normal gravity value computed on the
 PX0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0280.degrees latitude (g = 980.6199 gals.).
 PX0280
 PX0280.The modeled gravity was interpolated from observed gravity values.
 PX0280
 PX0280;                    North         East     Units Scale Factor Converg.
 PX0280;SPC WYEC     -   554,152.188   332,343.479   MT  0.99999377   -0 35 53.2
 PX0280;UTM  12      - 4,940,754.681   723,433.467   MT  1.00021396   +1 58 35.9
 PX0280
 PX0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0280!SPC WYEC     -   0.99980691  x   0.99999377  =   0.99980068
 PX0280!UTM  12      -   0.99980691  x   1.00021396  =   1.00002083
 PX0280
 PX0280|---------------------------------------------------------------------|
 PX0280| PID    Reference Object                     Distance      Geod. Az  |
 PX0280|                                                           dddmmss.s |
 PX0280| PX0011 V 24                                 23.716 METERS 03859     |
 PX0280| CQ6076 LITTLE AZ MK                                       1240542.0 |
 PX0280| CQ6077 LITTLE RM 1                          12.700 METERS 13945     |
 PX0280|---------------------------------------------------------------------|
 PX0280
 PX0280                          SUPERSEDED SURVEY CONTROL
 PX0280
 PX0280  NAD 83(1986)-  44 35 07.60327(N)    108 11 07.21815(W) AD(       ) 2
 PX0280  NAD 27      -  44 35 07.70680(N)    108 11 04.83250(W) AD(       ) 2
 PX0280  NGVD 29 (06/08/92) 1243.720  (m)         4080.44   (f) ADJUSTED    1 2
 PX0280
 PX0280.Superseded values are not recommended for survey control.
 PX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0280.See file dsdata.txt to determine how the superseded data were derived.
 PX0280
 PX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ2343340755(NAD 83)
 PX0280_MARKER: DS = TRIANGULATION STATION DISK
 PX0280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PX0280_SP_SET: SHALLOW-SET PIPE
 PX0280_STAMPING: LITTLE 1957
 PX0280_MARK LOGO: CGS   
 PX0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0280
 PX0280  HISTORY     - Date     Condition        Report By
 PX0280  HISTORY     - 1957     MONUMENTED       CGS
 PX0280  HISTORY     - 1982     GOOD             NGS
 PX0280
 PX0280                          STATION DESCRIPTION
 PX0280
 PX0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0280'STATION IS LOCATED ON A LOW SAND ROCK RIDGE, ABOUT 6-1/2
 PX0280'MILES WEST AND 6 MILES NORTH OF GREYBULL AND ABOUT 0.1 MILE
 PX0280'SOUTHWEST OF U.S. HIGHWAY 310.
 PX0280'
 PX0280'REACHED FROM THE STOP LIGHT IN GREYBULL BY GOING WESTERLY ON
 PX0280'U.S. HIGHWAY 310 FOR 5.1 MILES TO THE JUNCTION OF U.S.
 PX0280'HIGHWAYS 310, 20 AND 14, TURN RIGHT, NORTHERLY, ON HIGHWAY
 PX0280'310 FOR 2.15 MILES TO NEW HIGHWAY GRADE, CROSS GRADE AND
 PX0280'CONTINUE NORTHERLY ON HIGHWAY 310 FOR 4.25 MILES TO THE
 PX0280'AZIMUTH MARK ON THE RIGHT ABOUT 163 FEET SOUTHEAST OF HIGHWAY
 PX0280'310 BENEATH POWER LINE.  CONTINUE NORTHERLY ON HIGHWAY 310 FOR
 PX0280'0.3 MILE TO A ROAD SIGN, LOVELL 23, BILLINGS 113, ON THE
 PX0280'RIGHT, AT THIS POINT BEAR LEFT, SOUTHWESTERLY, OFF THE
 PX0280'HIGHWAY AND PICK WAY ACROSS COUNTRY FOR 0.1 MILE TO END OF
 PX0280'TRUCK TRAVEL AT THE BASE OF THE RIDGE, FROM HERE PACK UP
 PX0280'RIDGE, ABOUT 30 YARDS, TO TOP AND STATION.
 PX0280'
 PX0280'STATION MARK IS A STANDARD DISK, STAMPED LITTLE 1957, WELDED
 PX0280'TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES.  A WHITE
 PX0280'POST WAS SET 4 FEET NORTHEAST OF THE MARK.
 PX0280'
 PX0280'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LITTLE NO 1
 PX0280'1957, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK 3 FEET LONG,
 PX0280'1 FOOT WIDE AND PROJECTING 10 INCHES.
 PX0280'
 PX0280'BENCH MARK V 24 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 PX0280'DISK, STAMPED V 24 1933 SET IN A DRILL HOLE IN OUTCROPPING
 PX0280'BEDROCK 5 FEET LONG, 2 FEET WIDE AND PROJECTING 18 INCHES.
 PX0280'THIS MARK WAS USED AS REFERENCE MARK 2.
 PX0280'
 PX0280'AZIMUTH MARK IS A STANDARD DISK, STAMPED LITTLE 1957, SET IN
 PX0280'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 6
 PX0280'INCHES.  IT IS 163 FEET SOUTHEAST OF U.S. HIGHWAY 310 AND 1 FOOT
 PX0280'NORTH OF A POWERLINE POLE NUMBER 209.  A WHITE POST WAS SET 1 FOOT
 PX0280'WEST OF THE MARK.
 PX0280
 PX0280                          STATION RECOVERY (1982)
 PX0280
 PX0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0280'34.5 KM (21.45 MI) SE FROM LOVELL.
 PX0280'32.2 KM (20.0 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0280'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 2.3 KM (1.45 MI)
 PX0280'SOUTHEASTERLY ALONG A PAVED ROAD, ON THE NORTHWEST END OF A RIDGE,
 PX0280'130.5 METERS (428.1 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 23.7
 PX0280'METERS (77.8 FT) SOUTHWEST OF BENCH MARK V 24, 12.7 METERS (41.7
 PX0280'FT) NORTHWEST OF REFERENCE MARK 1, AND A DISK WELDED TO A 3-1/2 INCH
 PX0280'IRON PIPE PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND.
 PX0280'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 PX0280'THE MARK IS 7.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0101 ***********************************************************************
 NR0101  DESIGNATION -  LITTLE
 NR0101  PID         -  NR0101
 NR0101  STATE/COUNTY-  WY/CARBON
 NR0101  USGS QUAD   -  SQUAW SPRING (1992)
 NR0101
 NR0101                         *CURRENT SURVEY CONTROL
 NR0101  ___________________________________________________________________
 NR0101* NAD 83(1986)-  42 23 33.     (N)    106 06 37.     (W)     SCALED    
 NR0101* NAVD 88     -      2212.935  (meters)    7260.27   (feet)  ADJUSTED  
 NR0101  ___________________________________________________________________
 NR0101  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 NR0101  DYNAMIC HT  -        2211.251 (meters)    7254.75  (feet)  COMP
 NR0101  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 NR0101
 NR0101  VERT ORDER  -  SECOND    CLASS 0
 NR0101
 NR0101.The horizontal coordinates were scaled from a topographic map and have
 NR0101.an estimated accuracy of +/- 6 seconds.
 NR0101
 NR0101.The orthometric height was determined by differential leveling
 NR0101.and adjusted by the National Geodetic Survey in June 1991..
 NR0101
 NR0101.The geoid height was determined by GEOID03.
 NR0101
 NR0101.The dynamic height is computed by dividing the NAVD 88
 NR0101.geopotential number by the normal gravity value computed on the
 NR0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0101.degrees latitude (g = 980.6199 gals.).
 NR0101
 NR0101.The modeled gravity was interpolated from observed gravity values.
 NR0101
 NR0101;                    North         East    Units  Estimated Accuracy
 NR0101;SPC WYEC     -   310,900.      500,700.      MT  (+/- 180 meters Scaled)
 NR0101
 NR0101                          SUPERSEDED SURVEY CONTROL
 NR0101
 NR0101  NGVD 29 (??/??/92) 2211.896  (m)         7256.86   (f) ADJ UNCH    2 0
 NR0101
 NR0101.Superseded values are not recommended for survey control.
 NR0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0101.See file dsdata.txt to determine how the superseded data were derived.
 NR0101
 NR0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG086939(NAD 83)
 NR0101_MARKER: DD = SURVEY DISK
 NR0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0101_STAMPING: LITTLE 1959
 NR0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0101+STABILITY: SURFACE MOTION
 NR0101
 NR0101  HISTORY     - Date     Condition        Report By
 NR0101  HISTORY     - 1959     MONUMENTED       USGS
 NR0101  HISTORY     - 1959     GOOD             NGS
 NR0101
 NR0101                          STATION DESCRIPTION
 NR0101
 NR0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0101'39.15 MI N FROM MEDICINE BOW.
 NR0101'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0101'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0101'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0101'ABOUT 20.05 MILES NORTHEAST ALONG A DIRT ROAD, AT THE SUMMIT OF A
 NR0101'HILL, 175 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, IN SECTION
 NR0101'18, R 77 W, T 28 N, ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD, AND IN
 NR0101'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0297 ***********************************************************************
 NS0297  DESIGNATION -  LITTLE
 NS0297  PID         -  NS0297
 NS0297  STATE/COUNTY-  WY/SUBLETTE
 NS0297  USGS QUAD   -  TEAKETTLE BUTTE (1969)
 NS0297
 NS0297                         *CURRENT SURVEY CONTROL
 NS0297  ___________________________________________________________________
 NS0297* NAD 83(1993)-  42 19 22.54083(N)    109 43 53.75222(W)     ADJUSTED  
 NS0297* NAVD 88     -      2166.8    (meters)    7109.     (feet)  VERTCON   
 NS0297  ___________________________________________________________________
 NS0297  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 NS0297  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 NS0297
 NS0297  HORZ ORDER  -  FIRST
 NS0297
 NS0297.The horizontal coordinates were established by classical geodetic methods
 NS0297.and adjusted by the National Geodetic Survey in January 1997..
 NS0297
 NS0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0297
 NS0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0297
 NS0297.The geoid height was determined by GEOID03.
 NS0297
 NS0297;                    North         East     Units Scale Factor Converg.
 NS0297;SPC WY W     -   302,505.080   828,991.955   MT  0.99994784   +0 14 12.6
 NS0297;SPC WYWC     -   202,911.836   519,091.033   MT  1.00001802   -0 39 39.4
 NS0297;UTM  12      - 4,686,410.552   604,514.076   MT  0.99973440   +0 51 14.8
 NS0297
 NS0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0297!SPC WY W     -   0.99966246  x   0.99994784  =   0.99961031
 NS0297!SPC WYWC     -   0.99966246  x   1.00001802  =   0.99968047
 NS0297!UTM  12      -   0.99966246  x   0.99973440  =   0.99939695
 NS0297
 NS0297|---------------------------------------------------------------------|
 NS0297| PID    Reference Object                     Distance      Geod. Az  |
 NS0297|                                                           dddmmss.s |
 NS0297| CP5711 LITTLE RM 1                          24.381 METERS 00332     |
 NS0297| NS0296 CONE CONICAL BARE BUTTE             APPROX.31.7 KM 0665731.6 |
 NS0297| CP5712 LITTLE RM 2                          28.310 METERS 10244     |
 NS0297| CP5710 LITTLE AZ MK                                       1962827.6 |
 NS0297|---------------------------------------------------------------------|
 NS0297
 NS0297                          SUPERSEDED SURVEY CONTROL
 NS0297
 NS0297  NAD 83(1993)-  42 19 22.52952(N)    109 43 53.74943(W) AD(       ) 1
 NS0297  NAD 83(1986)-  42 19 22.52184(N)    109 43 53.74651(W) AD(       ) 1
 NS0297  NAD 27      -  42 19 22.71100(N)    109 43 51.25500(W) AD(       ) 1
 NS0297  NGVD 29 (07/19/86) 2165.4    (m)         7104.     (f) VERT ANG       
 NS0297
 NS0297.Superseded values are not recommended for survey control.
 NS0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0297.See file dsdata.txt to determine how the superseded data were derived.
 NS0297
 NS0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM0451486411(NAD 83)
 NS0297_MARKER: DS = TRIANGULATION STATION DISK
 NS0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0297
 NS0297  HISTORY     - Date     Condition        Report By
 NS0297  HISTORY     - 1933     MONUMENTED       CGS
 NS0297  HISTORY     - 1968     GOOD             USGS
 NS0297
 NS0297                          STATION DESCRIPTION
 NS0297
 NS0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NS0297'ABOUT 20 MILES NORTHWEST OF FARSON, IN T. 27 N., R. 108 W.,
 NS0297'ON SMALL LOW HILL THAT SLOPES TO THE NORTH, NEAR CENTRAL PART
 NS0297'OF LITTLE COLORADO DESERT.  TO REACH FROM FARSON, GO NORTH
 NS0297'6.1 MILES ON U.S. HIGHWAY 187, LEAVE HIGHWAY AND TURN LEFT
 NS0297'ON SAGE ROAD WHICH PARALLELS HIGHWAY FOR 100 YARDS AND THEN
 NS0297'TURNS NORTHWEST, FOLLOW THIS ROAD 3.6 MILES TO FORK, KEEP
 NS0297'STRAIGHT AHEAD ON RIGHT FORK AND GO 7.7 MILES, THEN 0.9 MILE,
 NS0297'AND TAKE LEFT FORK JUST BEFORE COMING TO SOME SHEEP CORRALS
 NS0297'(ABOUT 400 FEET SOUTH OF SPRING), CONTINUE 0.2 MILE TO
 NS0297'CROSSROADS, LEAVE MAIN ROAD, TURN LEFT (SOUTHEAST) AND FOLLOW
 NS0297'MAIN USED ROAD 6.0 MILES TO TRIANGLE TRENCH JUST TO RIGHT
 NS0297'OF ROAD (THE TRACKS MADE BY 1933 SURVEY PARTY WERE
 NS0297'DEEP AND SHOULD BE SEEN FOR MANY YEARS).  LEAVE ROAD AT
 NS0297'TRIANGLE AND HEAD NORTHWEST, KEEPING TO LEFT OF SMALL WASH WHICH
 NS0297'GRADUALLY TURNS TO LEFT, GO 1 MILE, TURN RIGHT AND GO 0.6
 NS0297'MILE TO TOP OF HILL THAT SLOPES NORTH, FOLLOW ALONG TOP
 NS0297'OF RIDGE NORTHWEST AND NORTH 1.4 MILES TO STATION.
 NS0297'SURFACE MARK IS STANDARD STATION DISK IN CONCRETE.
 NS0297'UNDERGROUND MARK IS STANDARD STATION DISK IN BOULDER.
 NS0297'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 NS0297'CONCRETE.  NO. 1 IS 79.99 FEET FROM STATION N 03 DEG 32 MIN E.
 NS0297'NO. 2 IS 92.88 FEET FROM STATION
 NS0297'S 77 DEG 16 MIN E.  NO. 3 IS ON TOP OF FIRST RIDGE,
 NS0297'ABOUT TEN FEET FROM TRAIL WHICH LEADS TO STATION, AND APPROXIMATELY
 NS0297'1/2 MILE FROM STATION S 16 DEG 29 MIN W.
 NS0297
 NS0297                          STATION RECOVERY (1968)
 NS0297
 NS0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NS0297'RECOVERED.
 NS0297'
 NS0297'STATION MARK--STANDARD USC AND GS DISK, SET IN 1 FT. SQUARE CONCRETE
 NS0297'POST, PROJECTING 0.5 FT. ABOVE GROUND, STAMPED ---LITTLE 1933---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0304 ***********************************************************************
 OW0304  DESIGNATION -  LITTLE
 OW0304  PID         -  OW0304
 OW0304  STATE/COUNTY-  WY/HOT SPRINGS
 OW0304  USGS QUAD   -  MILK CREEK (1991)
 OW0304
 OW0304                         *CURRENT SURVEY CONTROL
 OW0304  ___________________________________________________________________
 OW0304* NAD 83(1993)-  43 49 54.24155(N)    108 54 01.19877(W)     ADJUSTED  
 OW0304* NAVD 88     -      2534.8    (meters)    8316.     (feet)  VERTCON   
 OW0304  ___________________________________________________________________
 OW0304  LAPLACE CORR-         -18.73  (seconds)                    DEFLEC99
 OW0304  GEOID HEIGHT-         -10.29  (meters)                     GEOID03
 OW0304
 OW0304  HORZ ORDER  -  THIRD
 OW0304
 OW0304.The horizontal coordinates were established by classical geodetic methods
 OW0304.and adjusted by the National Geodetic Survey in January 1997..
 OW0304
 OW0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0304
 OW0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0304
 OW0304.The geoid height was determined by GEOID03.
 OW0304
 OW0304;                    North         East     Units Scale Factor Converg.
 OW0304;SPC WYWC     -   370,065.311   587,909.094   MT  0.99993930   -0 06 14.8
 OW0304;UTM  12      - 4,855,326.834   668,815.562   MT  0.99995053   +1 27 16.0
 OW0304
 OW0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0304!SPC WYWC     -   0.99960429  x   0.99993930  =   0.99954361
 OW0304!UTM  12      -   0.99960429  x   0.99995053  =   0.99955484
 OW0304
 OW0304:                Primary Azimuth Mark                     Grid Az
 OW0304:SPC WYWC     -  DIPPER                                   009 51 35.7
 OW0304:UTM  12      -  DIPPER                                   008 18 04.9
 OW0304
 OW0304|---------------------------------------------------------------------|
 OW0304| PID    Reference Object                     Distance      Geod. Az  |
 OW0304|                                                           dddmmss.s |
 OW0304| OW0305 DIPPER                              APPROX. 6.9 KM 0094520.9 |
 OW0304|---------------------------------------------------------------------|
 OW0304
 OW0304                          SUPERSEDED SURVEY CONTROL
 OW0304
 OW0304  NAD 83(1986)-  43 49 54.23112(N)    108 54 01.19229(W) AD(       ) 3
 OW0304  NAD 27      -  43 49 54.39518(N)    108 53 58.72807(W) AD(       ) 3
 OW0304  NGVD 29 (07/19/86) 2533.6    (m)         8312.     (f) VERT ANG       
 OW0304
 OW0304.Superseded values are not recommended for survey control.
 OW0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0304.See file dsdata.txt to determine how the superseded data were derived.
 OW0304
 OW0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6881655327(NAD 83)
 OW0304_MARKER: DD = SURVEY DISK
 OW0304_SETTING: 80 = SET IN A BOULDER
 OW0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0304+STABILITY: SURFACE MOTION
 OW0304
 OW0304  HISTORY     - Date     Condition        Report By
 OW0304  HISTORY     - 1954     MONUMENTED       USGS
 OW0304
 OW0304                          STATION DESCRIPTION
 OW0304
 OW0304'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0304'LOCATED APPROXIMATELY 23 MI. AIR SSW. FROM MEETEETSE, WYOMING,
 OW0304'ON A PEAK OF HIGH RIDGE BETWEEN GRASS CREEK AND COTTONWOOD CREEK, AT
 OW0304'HEAD OF LITTLE GRASS CREEK, A TRIBUTARY OF GRASS CREEK 3.5 MI. WSW. OF
 OW0304'THE ALEX M. DICKIE RANCH, ALSO ON LITTLE GRASS CREEK, IN SEC 31 T.45
 OW0304'N., R.100 W.
 OW0304'
 OW0304'TO REACH FROM THE POST OFFICE AT MEETEETSE, GO SE. ON STATE HIGHWAY
 OW0304'120 FOR 18.2 MI. THEN GO RIGHT S. FOR 4.8 MI. ON AN OILED RD. TO GRASS
 OW0304'CREEK, WYOMING, THEN W. AND SW. ON AN ALTERNATELY OILED AND GRADED
 OW0304'DIRT RD., WHICH FOLLOWS CLOSELY THE MAIN BRANCH OF GRASS CREEK FOR
 OW0304'10.3 MI. TO Y-RD. AT THE CONFLUENCE OF LITTLE GRASS CREEK AND GRASS
 OW0304'CREEK, THEN GO SW. ON RD. ALONG LITTLE GRASS CREEK FOR 5.5 MI. TO THE
 OW0304'ALEX M. DICKIE RANCH, AND S. 1.0 MI. ON PRIVATE RD. TO CREST OF MAIN
 OW0304'RIDGE, GO W. AND NW. FOR 3.4 MI. ALONG CREST OF RIDGE TO STATION.
 OW0304'CREST OF RIDGE CAN BE TRAVELLED ONLY BY FOUR-WHEEL DRIVE VEHICLE.
 OW0304'STATION CAN ALSO BE REACHED BY TAKING TRACK RD. FROM DICKIE RANCH TO
 OW0304'APPROXIMATELY 3 MI. TO THE HEAD OF LITTLE GRASS CREEK,  THEN W. FOR
 OW0304'0.5 MI. ON FOOT TO THE SUMMIT OF THE RIDGE AND STATION.
 OW0304'
 OW0304'STATION MARK - STANDARD TABLET STAMPED ---LITTLE 1954--- CEMENTED IN A
 OW0304'DUG-IN BOULDER FLUSH WITH GROUND.
 OW0304'
 OW0304'REFERENCE MARK NO.1 - STANDARD TABLET STAMPED ---LITTLE 1954 R.M.1---
 OW0304'CEMENTED IN ROCK 51.92 FT., N 03 DEG 22 MIN E.
 OW0304'
 OW0304'REFERENCE MARK NO.2 - STANDARD TABLET STAMPED ---LITTLE 1954 R.M.2---
 OW0304'CEMENTED IN ROCK 11.80 FT., N 47 DEG 53 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0545 ***********************************************************************
 PV0545  DESIGNATION -  LITTLE
 PV0545  PID         -  PV0545
 PV0545  STATE/COUNTY-  WY/CAMPBELL
 PV0545  USGS QUAD   -  TUTTLE DRAW (1972)
 PV0545
 PV0545                         *CURRENT SURVEY CONTROL
 PV0545  ___________________________________________________________________
 PV0545* NAD 83(1993)-  44 46 31.83932(N)    105 21 09.09120(W)     ADJUSTED  
 PV0545* NAVD 88     -      1201.1    (meters)    3941.     (feet)  VERTCON   
 PV0545  ___________________________________________________________________
 PV0545  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 PV0545  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 PV0545
 PV0545  HORZ ORDER  -  FIRST
 PV0545
 PV0545.The horizontal coordinates were established by classical geodetic methods
 PV0545.and adjusted by the National Geodetic Survey in January 1997..
 PV0545
 PV0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0545
 PV0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0545
 PV0545.The geoid height was determined by GEOID03.
 PV0545
 PV0545;                    North         East     Units Scale Factor Converg.
 PV0545;SPC WY E     -   474,935.369   185,289.441   MT  0.99994016   -0 07 51.3
 PV0545;UTM  13      - 4,958,073.439   472,107.329   MT  0.99960957   -0 14 53.9
 PV0545
 PV0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0545!SPC WY E     -   0.99981400  x   0.99994016  =   0.99975417
 PV0545!UTM  13      -   0.99981400  x   0.99960957  =   0.99942364
 PV0545
 PV0545:                Primary Azimuth Mark                     Grid Az
 PV0545:SPC WY E     -  LITTLE AZ MK                             107 50 56.5
 PV0545:UTM  13      -  LITTLE AZ MK                             107 57 59.1
 PV0545
 PV0545|---------------------------------------------------------------------|
 PV0545| PID    Reference Object                     Distance      Geod. Az  |
 PV0545|                                                           dddmmss.s |
 PV0545| CP9867 LITTLE AZ MK                                       1074305.2 |
 PV0545| CP9868 LITTLE RM 1                           5.962 METERS 15302     |
 PV0545| CP9869 LITTLE RM 2                          17.827 METERS 35014     |
 PV0545|---------------------------------------------------------------------|
 PV0545
 PV0545                          SUPERSEDED SURVEY CONTROL
 PV0545
 PV0545  NAD 83(1986)-  44 46 31.81987(N)    105 21 09.07111(W) AD(       ) 1
 PV0545  NAD 27      -  44 46 31.87800(N)    105 21 07.09900(W) AD(       ) 1
 PV0545  NGVD 29 (07/19/86) 1200.5    (m)         3939.     (f) VERT ANG       
 PV0545
 PV0545.Superseded values are not recommended for survey control.
 PV0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0545.See file dsdata.txt to determine how the superseded data were derived.
 PV0545
 PV0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK7210758073(NAD 83)
 PV0545_MARKER: DS = TRIANGULATION STATION DISK
 PV0545_SETTING: 0 = UNSPECIFIED SETTING
 PV0545
 PV0545  HISTORY     - Date     Condition        Report By
 PV0545  HISTORY     - 1949     MONUMENTED       CGS
 PV0545  HISTORY     - 1963     GOOD             CGS
 PV0545  HISTORY     - 1987     GOOD             BLM
 PV0545
 PV0545                          STATION DESCRIPTION
 PV0545
 PV0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0545'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW, BUT PROMINENT
 PV0545'CLAY HILL, ABOUT 1 MILE EAST OF THE LITTLE POWDER RIVER,
 PV0545'ABOUT 9.5 MILES NORTH OF WESTON POST OFFICE, AND ON LAND OWNED
 PV0545'BY JESS BOARDMAN.
 PV0545'
 PV0545'TO REACH FROM THE WESTON POST OFFICE, GO EAST ON GRAVELED
 PV0545'ROAD FOR 2.05 MILES TO A FORK.  BEAR LEFT AND GO 10.25 MILES
 PV0545'TO A TRACK ROAD AND WIRE GATE ON LEFT.  TURN LEFT AND GO 2.65
 PV0545'MILES TO A FORK.  BEAR LEFT AND GO 1.0 MILE TO A RANCH HOUSE.
 PV0545'CONTINUE ON MAIN TRACK ROAD FOR 1.55 MILES TO A WIRE GATE.
 PV0545'PASS THROUGH GATE, TURN RIGHT OFF TRACK ROAD, AND FOLLOW
 PV0545'DIM TRACKS WEST-SOUTHWEST, KEEPING ON TOP OF MAIN RIDGE,
 PV0545'FOR 1.4 MILES TO FOOT OF RIDGE AND ETT.  PACK WEST TO TOP
 PV0545'OF RIDGE AND STATION.  (A 5-MINUTE PACK.)
 PV0545'
 PV0545'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 4-INCH
 PV0545'SOIL PIPE PROJECTING 3 INCHES.  THE DISK IS STAMPED LITTLE
 PV0545'1949.
 PV0545'
 PV0545'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0545'4-INCH SOIL PIPE PROJECTING 3 INCHES.  THE DISK IS STAMPED
 PV0545'LITTLE NO 1 1949.
 PV0545'
 PV0545'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PV0545'4-INCH SOIL PIPE PROJECTING 3 INCHES.  THE DISK IS STAMPED
 PV0545'LITTLE NO 2 1949.
 PV0545'
 PV0545'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0545'CONCRETE POST PROJECTING 6 INCHES.  IT IS 12 FEET NORTH OF A
 PV0545'TRACK ROAD, 3 FEET WEST OF A WITNESS POST, AND IS STAMPED
 PV0545'LITTLE 1949.
 PV0545
 PV0545                          STATION RECOVERY (1963)
 PV0545
 PV0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 PV0545'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 PV0545
 PV0545                          STATION RECOVERY (1987)
 PV0545
 PV0545'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 PV0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0524 ***********************************************************************
 MQ0524  DESIGNATION -  LITTLE AMERICA N STANDPIPE
 MQ0524  PID         -  MQ0524
 MQ0524  STATE/COUNTY-  WY/SWEETWATER
 MQ0524  USGS QUAD   -  GRANGER (1980)
 MQ0524
 MQ0524                         *CURRENT SURVEY CONTROL
 MQ0524  ___________________________________________________________________
 MQ0524* NAD 83(1993)-  41 32 55.42270(N)    109 53 08.07889(W)     ADJUSTED  
 MQ0524* NAVD 88     -                                                        
 MQ0524  ___________________________________________________________________
 MQ0524  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 MQ0524  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 MQ0524
 MQ0524  HORZ ORDER  -  THIRD
 MQ0524
 MQ0524.The horizontal coordinates were established by classical geodetic methods
 MQ0524.and adjusted by the National Geodetic Survey in January 1997..
 MQ0524
 MQ0524
 MQ0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0524
 MQ0524.The geoid height was determined by GEOID03.
 MQ0524
 MQ0524;                    North         East     Units Scale Factor Converg.
 MQ0524;SPC WYWC     -   117,081.366   505,259.904   MT  1.00004792   -0 45 11.6
 MQ0524;UTM  12      - 4,600,273.599   592,943.752   MT  0.99970631   +0 44 21.1
 MQ0524
 MQ0524                          SUPERSEDED SURVEY CONTROL
 MQ0524
 MQ0524  NAD 83(1986)-  41 32 55.41518(N)    109 53 08.06647(W) AD(       ) 4
 MQ0524  NAD 27      -  41 32 55.56800(N)    109 53 05.54800(W) AD(       ) 3
 MQ0524
 MQ0524.Superseded values are not recommended for survey control.
 MQ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0524.See file dsdata.txt to determine how the superseded data were derived.
 MQ0524
 MQ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM9294400274(NAD 83)
 MQ0524_MARKER: 52 = STANDPIPE TANK
 MQ0524
 MQ0524  HISTORY     - Date     Condition        Report By
 MQ0524  HISTORY     - 1962     FIRST OBSERVED   CGS
 MQ0524
 MQ0524                          STATION DESCRIPTION
 MQ0524
 MQ0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0524'THE STATION IS THE CENTER OF THE TOP OF THE NORTH ONE OF TWO
 MQ0524'50 FOOT HIGH STANDPIPES, LOCATED ABOUT 1 MILE NORTH OF U.S.
 MQ0524'HIGHWAY 30 S AND ABOUT 2 MILES NORTHWEST OF LITTLE AMERICA.
 MQ0524'
 MQ0524'THIS STATION NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0506 ***********************************************************************
 PW0506  DESIGNATION -  LITTLE GOOSE
 PW0506  PID         -  PW0506
 PW0506  STATE/COUNTY-  WY/JOHNSON
 PW0506  USGS QUAD   -  LITTLE GOOSE PEAK (1993)
 PW0506
 PW0506                         *CURRENT SURVEY CONTROL
 PW0506  ___________________________________________________________________
 PW0506* NAD 83(1993)-  44 33 23.19267(N)    107 05 34.64389(W)     ADJUSTED  
 PW0506* NAVD 88     -      2853.4    (meters)    9362.     (feet)  VERTCON   
 PW0506  ___________________________________________________________________
 PW0506  LAPLACE CORR-         -21.33  (seconds)                    DEFLEC99
 PW0506  GEOID HEIGHT-          -9.90  (meters)                     GEOID03
 PW0506
 PW0506  HORZ ORDER  -  FIRST
 PW0506
 PW0506.The horizontal coordinates were established by classical geodetic methods
 PW0506.and adjusted by the National Geodetic Survey in January 1997..
 PW0506
 PW0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0506
 PW0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0506
 PW0506.The geoid height was determined by GEOID03.
 PW0506
 PW0506;                    North         East     Units Scale Factor Converg.
 PW0506;SPC WYEC     -   550,604.149   419,097.408   MT  0.99994198   +0 10 07.1
 PW0506;UTM  13      - 4,935,809.284   333,774.629   MT  0.99993980   -1 28 07.6
 PW0506
 PW0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0506!SPC WYEC     -   0.99955436  x   0.99994198  =   0.99949636
 PW0506!UTM  13      -   0.99955436  x   0.99993980  =   0.99949418
 PW0506
 PW0506:                Primary Azimuth Mark                     Grid Az
 PW0506:SPC WYEC     -  LITTLE GOOSE AZ MK                       019 59 05.6
 PW0506:UTM  13      -  LITTLE GOOSE AZ MK                       021 37 20.3
 PW0506
 PW0506|---------------------------------------------------------------------|
 PW0506| PID    Reference Object                     Distance      Geod. Az  |
 PW0506|                                                           dddmmss.s |
 PW0506| CQ6078 LITTLE GOOSE AZ MK                                 0200912.7 |
 PW0506| CQ6080 LITTLE GOOSE RM 2                     4.576 METERS 07806     |
 PW0506| CQ6079 LITTLE GOOSE RM 1                     8.761 METERS 35820     |
 PW0506|---------------------------------------------------------------------|
 PW0506
 PW0506                          SUPERSEDED SURVEY CONTROL
 PW0506
 PW0506  NAD 83(1986)-  44 33 23.17571(N)    107 05 34.62507(W) AD(       ) 1
 PW0506  NAD 27      -  44 33 23.28460(N)    107 05 32.39420(W) AD(       ) 1
 PW0506  NGVD 29 (07/19/86) 2852.4    (m)         9358.     (f) VERT ANG       
 PW0506
 PW0506.Superseded values are not recommended for survey control.
 PW0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0506.See file dsdata.txt to determine how the superseded data were derived.
 PW0506
 PW0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3377535809(NAD 83)
 PW0506_MARKER: B = BOLT
 PW0506_SETTING: 80 = SET IN A BOULDER
 PW0506_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PW0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0506
 PW0506  HISTORY     - Date     Condition        Report By
 PW0506  HISTORY     - 1896     MONUMENTED       USGS
 PW0506  HISTORY     - 1957     GOOD             USGS
 PW0506
 PW0506                          STATION DESCRIPTION
 PW0506
 PW0506'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PW0506'STATION MARK--COPPER BOLT SET IN A DRILL HOLE IN A 6 X 4 FT. BOULDER,
 PW0506'NOT STAMPED.
 PW0506
 PW0506                          STATION RECOVERY (1957)
 PW0506
 PW0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (OSR)
 PW0506'STATION IS ABOUT 18 MILES SOUTH-SOUTHWEST OF SHERIDAN, 10 MILES
 PW0506'WEST OF STORY, 4-1/2 MILES SOUTH-SOUTHEAST OF TEEPEE LODGE
 PW0506'AND 1/4 MILE SOUTH OF THE SHERIDAN - JOHNSON COUNTY LINE.
 PW0506'IT IS ON THE SUMMIT OF A PROMINENT, TIMBERED MOUNTAIN, LOCALLY
 PW0506'KNOWN AS LITTLE GOOSE PEAK.  REACHING THE PEAK IS MADE DIFFICULT
 PW0506'BY THE DENSE GROWTH OF LODGEPOLE AND THE FALLEN TIMBER THAT
 PW0506'COVERS THE MOUNTAIN ON ALL SIDES.
 PW0506'
 PW0506'TO REACH FROM THE POST OFFICE IN BIG HORN, GO SOUTHERLY FOR 2.5
 PW0506'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, CROSSING BRIDGE, AND
 PW0506'GO WESTERLY 0.3 MILE TO AN INTERSECTION.  JOG LEFT AND CONTINUE
 PW0506'WESTERLY FOR 0.5 MILE TO FORK AND A GAME CHECK STATION ON LEFT.
 PW0506'TAKE RIGHT FORK AND CONTINUE ON THE MAIN ROAD FOR 5.8 MILES TO
 PW0506'STATION TEEPEE ON THE RIGHT NEAR TOP OF GRADE.  CONTINUE
 PW0506'WESTERLY FOR 0.4 MILE TO SMALL SIGN ENTERING BIG HORN NATIONAL
 PW0506'FOREST.  CONTINUE, CROSSING CATTLEGUARD, FOR 1.05 MILES TO
 PW0506'FORK AT SIGN TEEPEE LODGE.  TAKE LEFT FORK, AS PER SIGN, AND
 PW0506'GO 0.1 MILE TO FORK.  TAKE LEFT FORK, PASSING THROUGH GATE,
 PW0506'AND GO SOUTHERLY FOR 0.4 MILE ON A TRACK ROAD TO CABIN HOME
 PW0506'LODGE ON THE LEFT.  CONTINUE, FORDING SMALL CREEK, 0.35 MILE
 PW0506'TO FORK.  TAKE LEFT FORK AND CONTINUE FOR 0.3 MILE TO FORK.
 PW0506'TAKE LEFT FORK AND CONTINUE SOUTHERLY FOR 0.15 MILE TO A
 PW0506'GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.4 MILE TO A
 PW0506'GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.7 MILE TO A
 PW0506'SIGN LITTLE GOOSE CAMP GROUND AND SUGGESTED CAMPING SITE.
 PW0506'CONTINUE SOUTHERLY ON TRACK ROAD, FORDING LITTLE GOOSE CREEK,
 PW0506'FOR 0.55 MILE TO SMALL SIGN KENNIWOOD PARK.  CONTINUE FOR 0.1
 PW0506'MILE TO FORK AT SIGN PENROSE PARK 8.  TAKE LEFT FORK, AS PER
 PW0506'SIGN, AND CONTINUE SOUTHERLY FOR 1.25 MILES TO ETT AT SIGN
 PW0506'LITTLE GOOSE TRAIL AND AT A TELEPHONE LINE CROSSING.  TURN
 PW0506'LEFT, AS PER SIGN, AND PACK SOUTHEASTERLY ALONG WELL
 PW0506'WORN FOOT TRAIL FOR ABOUT 1-1/2 HOURS TO A FORK AT SIGN BIG
 PW0506'HORN - STORY ROAD 9 - TRAIL 1614.  TAKE LEFT TRAIL AND
 PW0506'PACK EASTERLY FOR ABOUT 1/2 HOUR TO WATERSHED AND TRIANGLE
 PW0506'BLAZED 14 INCH PINE TREE ON THE LEFT.  (SUGGESTED LAST POINT
 PW0506'FOR SECURING DRINKING WATER) (PEAK CAN BE SEEN INTERMITTANTLY
 PW0506'FROM HERE AS HIGHEST, SHARPEST AND RIGHT ONE OF TWO PEAKS)
 PW0506'BEAR LEFT, LEAVING TRAIL, AND FOLLOW WATERSHED NORTHERLY FOR
 PW0506'ABOUT 2-1/2 HOURS TO TOP OF HILL AND STATION.
 PW0506'
 PW0506'TO REACH THE BEARING FROM STATION PACK NORTHERLY AND ON RANGE
 PW0506'WITH SHERIDAN FOR ABOUT 0.35 MILE TO TOP OF SHARPEST AND MOST
 PW0506'PROMINENT ONE OF TWO OUTCROPS AND AZIMUTH.  IT IS SLIGHTLY LOWER
 PW0506'THAN STATION.  NO WHITE WITNESS POST WAS SET.
 PW0506'
 PW0506'STATION MARK IS A COPPER BOLT SET IN A DRILL HOLE IN A 6 X 4
 PW0506'FOOT BOULDER AND IS NOT STAMPED.  NO WHITE WITNESS POST WAS
 PW0506'SET.
 PW0506'
 PW0506'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LITTLE GOOSE
 PW0506'USGS NO 1 1957.  IT IS CEMENTED IN A DRILL HOLE IN A LARGE
 PW0506'BOULDER.  ABOUT 3 FEET BELOW THE STATION.
 PW0506'
 PW0506'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LITTLE GOOSE
 PW0506'USGS NO 2 1957.  IT IS CEMENTED IN A DRILL HOLE IN A LARGE
 PW0506'BOULDER.  ABOUT 3 FEET BELOW THE STATION.
 PW0506'
 PW0506'AZIMUTH MARK IS A STANDARD DISK, STAMPED LITTLE GOOSE USGS 1957.
 PW0506'IT IS CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  NO WHITE
 PW0506'WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0440 ***********************************************************************
 NR0440  DESIGNATION -  LITTLE STACK
 NR0440  PID         -  NR0440
 NR0440  STATE/COUNTY-  WY/CARBON
 NR0440  USGS QUAD   -  RIDDLE CUT (1982)
 NR0440
 NR0440                         *CURRENT SURVEY CONTROL
 NR0440  ___________________________________________________________________
 NR0440* NAD 83(1993)-  42 00 18.39666(N)    107 08 41.99375(W)     ADJUSTED  
 NR0440* NAVD 88     -      2260.3    (meters)    7416.     (feet)  VERTCON   
 NR0440  ___________________________________________________________________
 NR0440  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 NR0440  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 NR0440
 NR0440  HORZ ORDER  -  THIRD
 NR0440
 NR0440.The horizontal coordinates were established by classical geodetic methods
 NR0440.and adjusted by the National Geodetic Survey in January 1997..
 NR0440
 NR0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0440
 NR0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0440
 NR0440.The geoid height was determined by GEOID03.
 NR0440
 NR0440;                    North         East     Units Scale Factor Converg.
 NR0440;SPC WYEC     -   267,162.445   415,601.483   MT  0.99994049   +0 07 33.7
 NR0440;UTM  13      - 4,652,569.276   322,366.153   MT  0.99998828   -1 26 08.9
 NR0440
 NR0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0440!SPC WYEC     -   0.99964776  x   0.99994049  =   0.99958827
 NR0440!UTM  13      -   0.99964776  x   0.99998828  =   0.99963605
 NR0440
 NR0440:                Primary Azimuth Mark                     Grid Az
 NR0440:SPC WYEC     -  HAYSTACK                                 079 40 52.9
 NR0440:UTM  13      -  HAYSTACK                                 081 14 35.5
 NR0440
 NR0440|---------------------------------------------------------------------|
 NR0440| PID    Reference Object                     Distance      Geod. Az  |
 NR0440|                                                           dddmmss.s |
 NR0440| NR0438 HAYSTACK                            APPROX. 3.7 KM 0794826.6 |
 NR0440|---------------------------------------------------------------------|
 NR0440
 NR0440                          SUPERSEDED SURVEY CONTROL
 NR0440
 NR0440  NAD 83(1986)-  42 00 18.38430(N)    107 08 41.98561(W) AD(       ) 3
 NR0440  NAD 27      -  42 00 18.53484(N)    107 08 39.80101(W) AD(       ) 3
 NR0440  NGVD 29 (07/19/86) 2259.1    (m)         7412.     (f) VERT ANG       
 NR0440
 NR0440.Superseded values are not recommended for survey control.
 NR0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0440.See file dsdata.txt to determine how the superseded data were derived.
 NR0440
 NR0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2236652569(NAD 83)
 NR0440_MARKER: DD = SURVEY DISK
 NR0440_SETTING: 66 = SET IN ROCK OUTCROP
 NR0440_SP_SET: SET IN ROCK OUTCROP
 NR0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0440+STABILITY: POSITION/ELEVATION WELL
 NR0440
 NR0440  HISTORY     - Date     Condition        Report By
 NR0440  HISTORY     - 1951     MONUMENTED       USGS
 NR0440
 NR0440                          STATION DESCRIPTION
 NR0440
 NR0440'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0440'STATION IS LOCATED ON A RIDGE ABOUT 15.5 MI. N. AND 1.8 MI. W. OF
 NR0440'SINCLAIR.
 NR0440'
 NR0440'TO REACH FROM SINCLAIR HOTEL PROCEED W. ON U.S. HWY.30, 3 BLOCKS TO
 NR0440'SEVEVTH ST., THENCE N. 0.3 MI. TO CATTLE GUARD AND CROSS RD., THENCE
 NR0440'NE. ON MAIN TRAVELED RD. 3.3 MI. TO RD. CROSSING, THENCE STRAIGHT
 NR0440'AHEAD 12.4 MI. TO PUMPING PLANT AND FORK, THENCE RIGHT 0.1 MI. TO
 NR0440'TRACK RD. ON RIGHT, THENCE RIGHT  0.3 MI. TO FORK, THENCE LEFT 4.0 MI.
 NR0440'TO FORK, THENCE RIGHT  0.6 MI. TO FORK, THENCE RIGHT 1.3 MI. TO
 NR0440'CROSSROADS, THENCE RIGHT 2.9 MI. TO PROMINENT DRAIN, THENCE AHEAD 0.1
 NR0440'MI. TO SMALL DRAIN, THENCE RIGHT ALONG DRAIN 0.3 MI. TO TOP AND
 NR0440'STATION.
 NR0440'
 NR0440'STATION MARK- STANDARD TABLET SET IN ROCK AND STAMPED ---LFR-LITTLE
 NR0440'STACK 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0385 ***********************************************************************
 PX0385  DESIGNATION -  LOCH
 PX0385  PID         -  PX0385
 PX0385  STATE/COUNTY-  WY/PARK
 PX0385  USGS QUAD   -  OREGON BASIN (1985)
 PX0385
 PX0385                         *CURRENT SURVEY CONTROL
 PX0385  ___________________________________________________________________
 PX0385* NAD 83(1993)-  44 28 44.42493(N)    108 56 38.35633(W)     ADJUSTED  
 PX0385* NAVD 88     -      1767.8    (meters)    5800.     (feet)  VERTCON   
 PX0385  ___________________________________________________________________
 PX0385  LAPLACE CORR-         -12.16  (seconds)                    DEFLEC99
 PX0385  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 PX0385
 PX0385  HORZ ORDER  -  THIRD
 PX0385
 PX0385.The horizontal coordinates were established by classical geodetic methods
 PX0385.and adjusted by the National Geodetic Survey in January 1997..
 PX0385
 PX0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0385
 PX0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0385
 PX0385.The geoid height was determined by GEOID03.
 PX0385
 PX0385;                    North         East     Units Scale Factor Converg.
 PX0385;SPC WYWC     -   441,990.072   584,567.659   MT  0.99994043   -0 08 09.3
 PX0385;UTM  12      - 4,927,133.241   663,507.670   MT  0.99992879   +1 26 27.1
 PX0385
 PX0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0385!SPC WYWC     -   0.99972480  x   0.99994043  =   0.99966525
 PX0385!UTM  12      -   0.99972480  x   0.99992879  =   0.99965361
 PX0385
 PX0385:                Primary Azimuth Mark                     Grid Az
 PX0385:SPC WYWC     -  WILEY                                    191 19 44.7
 PX0385:UTM  12      -  WILEY                                    189 45 08.3
 PX0385
 PX0385|---------------------------------------------------------------------|
 PX0385| PID    Reference Object                     Distance      Geod. Az  |
 PX0385|                                                           dddmmss.s |
 PX0385| PX0387 WILEY                               APPROX. 4.9 KM 1911135.4 |
 PX0385|---------------------------------------------------------------------|
 PX0385
 PX0385                          SUPERSEDED SURVEY CONTROL
 PX0385
 PX0385  NAD 83(1986)-  44 28 44.41479(N)    108 56 38.34954(W) AD(       ) 3
 PX0385  NAD 27      -  44 28 44.56735(N)    108 56 35.85306(W) AD(       ) 3
 PX0385  NGVD 29 (07/19/86) 1766.7    (m)         5796.     (f) VERT ANG       
 PX0385
 PX0385.Superseded values are not recommended for survey control.
 PX0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0385.See file dsdata.txt to determine how the superseded data were derived.
 PX0385
 PX0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6350827133(NAD 83)
 PX0385_MARKER: DD = SURVEY DISK
 PX0385_SETTING: 66 = SET IN ROCK OUTCROP
 PX0385_SP_SET: SET IN ROCK OUTCROP
 PX0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0385+STABILITY: POSITION/ELEVATION WELL
 PX0385
 PX0385  HISTORY     - Date     Condition        Report By
 PX0385  HISTORY     - 1948     MONUMENTED       USGS
 PX0385
 PX0385                          STATION DESCRIPTION
 PX0385
 PX0385'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0385'STATION IS LOCATED 6.0 MI. SE. OF CODY, WYOMING ON HIGHEST POINT OF
 PX0385'NORTHWESTERLY GROUP OF HILLS AROUND LAKE KATRINE IN SEC.13 T.52 N.,
 PX0385'R.101 W.
 PX0385'
 PX0385'TO REACH STATION FROM POST OFFICE IN CODY, WYOMING, FOLLOW U.S.HIGHWAY
 PX0385'20 EASTERLY TOWARD GREYBULL FOR 6.3 MI. TO RD. INTERSECTION S., GO
 PX0385'RIGHT S. 1.0 MI. ALONG GRADED RD. TO FORKS, GO LEFT SOUTHERLY ALONG
 PX0385'TRAIL RD. 0.5 MI. TO FORKS, GO LEFT SOUTHERLY ALONG TRAIL RD. 0.6 MI.
 PX0385'TO DIM TRAIL E. GO LEFT ALONG DIM TRAIL 1.2 MI. EASTERLY TO TOP OF
 PX0385'HILL AND STATION.
 PX0385'
 PX0385'STATION MARK - STANDARD TABLET CEMENTED IN SANDSTONE OUTCROP AND
 PX0385'STAMPED --- LOCH 1948---.
 PX0385'
 PX0385'REFERENCE MARK NO.1 - A 1 IN. PIPE PROJECTING 4 IN. ABOVE GROUND WITH
 PX0385'TAG STAMPED ---PINE G-3---, 3.0 FT. FROM STATION, S 54 DEG 17 MIN E.
 PX0385'
 PX0385'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET CEMENTED IN
 PX0385'SANDSTONE AND STAMPED ---LOCH 1948 NO.2--- 41.8 FT. FROM STATION,
 PX0385'N 02 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0656 ***********************************************************************
 MP0656  DESIGNATION -  LOCO ET
 MP0656  PID         -  MP0656
 MP0656  STATE/COUNTY-  WY/CARBON
 MP0656  USGS QUAD   -  BROWNS HILL (1961)
 MP0656
 MP0656                         *CURRENT SURVEY CONTROL
 MP0656  ___________________________________________________________________
 MP0656* NAD 83(1993)-  41 07 38.22582(N)    107 22 36.25675(W)     ADJUSTED  
 MP0656* NAVD 88     -      2275.9    (meters)    7467.     (feet)  VERTCON   
 MP0656  ___________________________________________________________________
 MP0656  LAPLACE CORR-          11.29  (seconds)                    DEFLEC99
 MP0656  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 MP0656
 MP0656  HORZ ORDER  -  THIRD
 MP0656
 MP0656.The horizontal coordinates were established by classical geodetic methods
 MP0656.and adjusted by the National Geodetic Survey in January 1997..
 MP0656
 MP0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0656
 MP0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0656
 MP0656.The geoid height was determined by GEOID03.
 MP0656
 MP0656;                    North         East     Units Scale Factor Converg.
 MP0656;SPC WYEC     -   169,656.742   396,355.404   MT  0.99993766   -0 01 42.8
 MP0656;UTM  13      - 4,555,609.617   300,489.907   MT  1.00008991   -1 33 49.6
 MP0656
 MP0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0656!SPC WYEC     -   0.99964515  x   0.99993766  =   0.99958283
 MP0656!UTM  13      -   0.99964515  x   1.00008991  =   0.99973503
 MP0656
 MP0656:                Primary Azimuth Mark                     Grid Az
 MP0656:SPC WYEC     -  SAND ET                                  075 57 20.8
 MP0656:UTM  13      -  SAND ET                                  077 29 27.6
 MP0656
 MP0656|---------------------------------------------------------------------|
 MP0656| PID    Reference Object                     Distance      Geod. Az  |
 MP0656|                                                           dddmmss.s |
 MP0656| MP0649 SAND ET                             APPROX. 6.5 KM 0755538.0 |
 MP0656|---------------------------------------------------------------------|
 MP0656
 MP0656                          SUPERSEDED SURVEY CONTROL
 MP0656
 MP0656  NAD 83(1993)-  41 07 38.21884(N)    107 22 36.24665(W) AD(       ) 3
 MP0656  NAD 83(1986)-  41 07 38.21853(N)    107 22 36.24664(W) AD(       ) 3
 MP0656  NAD 27      -  41 07 38.34911(N)    107 22 34.02649(W) AD(       ) 3
 MP0656  NGVD 29 (07/19/86) 2274.7    (m)         7463.     (f) VERT ANG       
 MP0656
 MP0656.Superseded values are not recommended for survey control.
 MP0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0656.See file dsdata.txt to determine how the superseded data were derived.
 MP0656
 MP0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF0049055610(NAD 83)
 MP0656_MARKER: DD = SURVEY DISK
 MP0656_SETTING: 0 = UNSPECIFIED SETTING
 MP0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0656
 MP0656  HISTORY     - Date     Condition        Report By
 MP0656  HISTORY     - 1959     MONUMENTED       USGS
 MP0656
 MP0656                          STATION DESCRIPTION
 MP0656
 MP0656'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0656'LOCATED ABOUT 8.0 MI. (AIRLINE) NE. OF SAVERY, WYOMING, ABOUT 0.5 MI.
 MP0656'(AIRLINE) NW. OF THE CONFLUENCE OF SAVERY CREEK AND LITTLE SANDSTONE
 MP0656'CREEK AND ABOUT 0.9 MI. (AIRLINE) W. OF LOCO SPRING CREEK.
 MP0656'
 MP0656'TO REACH FROM SAVERY, WYOMING, GO NE. ON GRADED RD. ALONG SAVERY
 MP0656'CREEK 8.4 MI. TO A T-RD. W., TURN LEFT (W.) ON GRADED RD. 0.35 MI.
 MP0656'ACROSS SAVERY CREEK TO A TRAIL N., TURN RIGHT UP STEEP JEEP TRAIL 1.1
 MP0656'MI. TO STATION SITE, ON A TOP, ON CREST OF RIDGE 61 FT. E. OF RD.
 MP0656'
 MP0656'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---LOCO ET
 MP0656'1959---, WELDED ON TO A 2 IN. IRON PIPE PROJECTING 0.2 FT. ABOVE
 MP0656'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1087 ***********************************************************************
 MO1087  DESIGNATION -  LODGEPOLE
 MO1087  PID         -  MO1087
 MO1087  STATE/COUNTY-  WY/LARAMIE
 MO1087  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO1087
 MO1087                         *CURRENT SURVEY CONTROL
 MO1087  ___________________________________________________________________
 MO1087* NAD 83(1993)-  41 12 27.40201(N)    104 45 18.95789(W)     ADJUSTED  
 MO1087* NAVD 88     -      1883.     (meters)    6178.     (feet)  SCALED    
 MO1087  ___________________________________________________________________
 MO1087  LAPLACE CORR-          -9.83  (seconds)                    DEFLEC99
 MO1087  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 MO1087
 MO1087  HORZ ORDER  -  THIRD
 MO1087
 MO1087.The horizontal coordinates were established by classical geodetic methods
 MO1087.and adjusted by the National Geodetic Survey in January 1997..
 MO1087
 MO1087.The orthometric height was scaled from a topographic map.
 MO1087
 MO1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1087
 MO1087.The geoid height was determined by GEOID03.
 MO1087
 MO1087;                    North         East     Units Scale Factor Converg.
 MO1087;SPC WY E     -    78,657.736   234,502.309   MT  0.99995215   +0 16 15.7
 MO1087;UTM  13      - 4,561,833.211   520,517.786   MT  0.99960518   +0 09 40.4
 MO1087
 MO1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1087!SPC WY E     -   0.99970729  x   0.99995215  =   0.99965946
 MO1087!UTM  13      -   0.99970729  x   0.99960518  =   0.99931259
 MO1087
 MO1087:                Primary Azimuth Mark                     Grid Az
 MO1087:SPC WY E     -  CAMEL                                    225 09 17.1
 MO1087:UTM  13      -  CAMEL                                    225 15 52.4
 MO1087
 MO1087|---------------------------------------------------------------------|
 MO1087| PID    Reference Object                     Distance      Geod. Az  |
 MO1087|                                                           dddmmss.s |
 MO1087| MO1080 CAMEL                               APPROX. 5.1 KM 2252532.8 |
 MO1087|---------------------------------------------------------------------|
 MO1087
 MO1087                          SUPERSEDED SURVEY CONTROL
 MO1087
 MO1087  NAD 83(1986)-  41 12 27.38659(N)    104 45 18.95612(W) AD(       ) 3
 MO1087  NAD 27      -  41 12 27.45896(N)    104 45 17.07564(W) AD(       ) 3
 MO1087
 MO1087.Superseded values are not recommended for survey control.
 MO1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1087.See file dsdata.txt to determine how the superseded data were derived.
 MO1087
 MO1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2051861833(NAD 83)
 MO1087_MARKER: DD = SURVEY DISK
 MO1087_SETTING: 0 = UNSPECIFIED SETTING
 MO1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1087
 MO1087  HISTORY     - Date     Condition        Report By
 MO1087  HISTORY     - 1910     MONUMENTED       USGS
 MO1087  HISTORY     - 1960     GOOD             USGS
 MO1087
 MO1087                          STATION DESCRIPTION
 MO1087
 MO1087'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 MO1087'STATION IS ON DIVIDE BETWEEN LODGEPOLE CREEK AND CROW CREEK, ABOUT
 MO1087'8.0 MI. NE. OF CHEYENNE AND IN THE SE. 1/4 OF SEC. 3, T 14 N, R 66 W.
 MO1087'IT IS 1.8 MI. E. OF WHERE RD. FROM CHEYENNE TO WARRENS RANCH CROSSES
 MO1087'THE DIVIDE ON FLAT RIDGE.
 MO1087'
 MO1087'TO REACH FROM CHEYENNE POST OFFICE, GO N. ON U.S. HIGHWAYS 85 AND 87
 MO1087'3.0 MI. TO GRAVEL RD. TO E., TURN RIGHT AND GO 1.0 MI. TO T-RD., TURN
 MO1087'LEFT AND GO N. 1.1 MI. TO RD. INTERSECTION, TURN RIGHT AND GO 1.5 MI.
 MO1087'TO CATTLEGUARD, TURN LEFT AND GO 0.7 MI. TO RANCH, CONTINUE N. 0.8 MI.
 MO1087'TO POINT JUST S. OF SECOND RANCH, TURN RIGHT AND GO E. 0.5 MI., AT
 MO1087'THIS POINT TURN S. AND GO ACROSS COUNTRY 0.1 MI. TO STATION.
 MO1087
 MO1087                          STATION RECOVERY (1960)
 MO1087
 MO1087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1087'STATION MARK--TABLET COUNTERSUNK IN TOP OF WHITE STONE, 30 X 8 X 8
 MO1087'IN., SET IN GROUND, STAMPED ---LODGEPOLE 1910---.
 MO1087'
 MO1087'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---LODGEPOLE
 MO1087'NO. 1 1947---, SET IN CONCRETE MONUMENT, 61.5 FT. SW. OF STATION.
 MO1087'
 MO1087'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---LODGEPOLE
 MO1087'NO. 2 1947---, SET IN CONCRETE MONUMENT, 65.2 FT. NW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0585 ***********************************************************************
 NQ0585  DESIGNATION -  LOFC 1
 NQ0585  PID         -  NQ0585
 NQ0585  STATE/COUNTY-  WY/CONVERSE
 NQ0585  USGS QUAD   -  DOUGLAS (1974)
 NQ0585
 NQ0585                         *CURRENT SURVEY CONTROL
 NQ0585  ___________________________________________________________________
 NQ0585* NAD 83(1993)-  42 45 46.25534(N)    105 25 12.85548(W)     ADJUSTED  
 NQ0585* NAVD 88     -      1529.4    (meters)    5018.     (feet)  VERTCON   
 NQ0585  ___________________________________________________________________
 NQ0585  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 NQ0585  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 NQ0585
 NQ0585  HORZ ORDER  -  THIRD
 NQ0585  VERT ORDER  -  THIRD ? (See Below)
 NQ0585
 NQ0585.The horizontal coordinates were established by classical geodetic methods
 NQ0585.and adjusted by the National Geodetic Survey in January 1997..
 NQ0585
 NQ0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0585.The vertical order pertains to the NGVD 29 superseded value.
 NQ0585
 NQ0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0585
 NQ0585.The geoid height was determined by GEOID03.
 NQ0585
 NQ0585;                    North         East     Units Scale Factor Converg.
 NQ0585;SPC WY E     -   251,341.369   179,245.529   MT  0.99994280   -0 10 19.8
 NQ0585;UTM  13      - 4,734,565.712   465,615.662   MT  0.99961454   -0 17 07.2
 NQ0585
 NQ0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0585!SPC WY E     -   0.99976244  x   0.99994280  =   0.99970526
 NQ0585!UTM  13      -   0.99976244  x   0.99961454  =   0.99937707
 NQ0585
 NQ0585:                Primary Azimuth Mark                     Grid Az
 NQ0585:SPC WY E     -  FETTER                                   038 12 42.6
 NQ0585:UTM  13      -  FETTER                                   038 19 30.0
 NQ0585
 NQ0585|---------------------------------------------------------------------|
 NQ0585| PID    Reference Object                     Distance      Geod. Az  |
 NQ0585|                                                           dddmmss.s |
 NQ0585| NQ0582 FETTER                              APPROX. 3.9 KM 0380222.8 |
 NQ0585|---------------------------------------------------------------------|
 NQ0585
 NQ0585                          SUPERSEDED SURVEY CONTROL
 NQ0585
 NQ0585  NAD 83(1986)-  42 45 46.23537(N)    105 25 12.84231(W) AD(       ) 3
 NQ0585  NAD 27      -  42 45 46.35344(N)    105 25 10.89295(W) AD(       ) 3
 NQ0585  NGVD 29 (07/19/86) 1528.5    (m)         5015.     (f) LEVELING    3  
 NQ0585
 NQ0585.Superseded values are not recommended for survey control.
 NQ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0585.See file dsdata.txt to determine how the superseded data were derived.
 NQ0585
 NQ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6561634566(NAD 83)
 NQ0585_MARKER: DD = SURVEY DISK
 NQ0585_SETTING: 0 = UNSPECIFIED SETTING
 NQ0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0585
 NQ0585  HISTORY     - Date     Condition        Report By
 NQ0585  HISTORY     - 1947     MONUMENTED       USGS
 NQ0585
 NQ0585                          STATION DESCRIPTION
 NQ0585
 NQ0585'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0585'LOCATED 2.0 MI. W. OF DOUGLAS, AT THE SUMMIT OF A HILL, 370 FT. W. OF
 NQ0585'A LARGE WATER TANK, 47 FT. N. OF U.S. HIGHWAY 20 AND 1.8 FT. E. OF THE
 NQ0585'SW. CORNER OF A CONCRETE VALVE HOUSING BOX.
 NQ0585'
 NQ0585'TO REACH FROM DOUGLAS, GO W. ON U.S. HIGHWAYS 87 AND 20 FOR 2.0 MI.,
 NQ0585'TO SUMMIT OF HILL, STATION IS 47 FT. N. OF CENTER OF HIGHWAY.
 NQ0585'
 NQ0585'STATION MARK--STANDARD TABLET STAMPED ---LOFC-1 1947 5015--- AND SET
 NQ0585'IN TOP OF CONCRETE VALVE HOUSING BOX, 9 IN. ABOVE GROUND.
 NQ0585'
 NQ0585'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED ---SW 48 1947 4996---
 NQ0585'SET IN TOP OF CONCRETE VALVE HOUSING BOX, 1.3 FT. N. OF W. CORNER OF
 NQ0585'BOX AND 10.5 FT. SW. OF LARGE WATER TANK 370.32 FT. E. OF STATION
 NQ0585'MARK, S 73 DEG 57 MIN W.
 NQ0585'
 NQ0585'REFERENCE MARK NO. 2--CHISELED SQUARE ON TOP OF BURIED BOULDER 48.21
 NQ0585'FT. NW. OF STATION MARK, S 50 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0325 ***********************************************************************
 OV0325  DESIGNATION -  LONE
 OV0325  PID         -  OV0325
 OV0325  STATE/COUNTY-  WY/JOHNSON
 OV0325  USGS QUAD   -  FORT RENO (1973)
 OV0325
 OV0325                         *CURRENT SURVEY CONTROL
 OV0325  ___________________________________________________________________
 OV0325* NAD 83(1993)-  43 52 01.72286(N)    106 07 58.60770(W)     ADJUSTED  
 OV0325* NAVD 88     -      1401.2    (meters)    4597.     (feet)  VERTCON   
 OV0325  ___________________________________________________________________
 OV0325  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 OV0325  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 OV0325
 OV0325  HORZ ORDER  -  THIRD
 OV0325
 OV0325.The horizontal coordinates were established by classical geodetic methods
 OV0325.and adjusted by the National Geodetic Survey in January 1997..
 OV0325
 OV0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0325
 OV0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0325
 OV0325.The geoid height was determined by GEOID03.
 OV0325
 OV0325;                    North         East     Units Scale Factor Converg.
 OV0325;SPC WYEC     -   474,689.107   496,487.288   MT  1.00005197   +0 49 54.9
 OV0325;UTM  13      - 4,857,740.896   408,964.330   MT  0.99970193   -0 47 06.6
 OV0325
 OV0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0325!SPC WYEC     -   0.99978258  x   1.00005197  =   0.99983454
 OV0325!UTM  13      -   0.99978258  x   0.99970193  =   0.99948458
 OV0325
 OV0325                          SUPERSEDED SURVEY CONTROL
 OV0325
 OV0325  NAD 83(1986)-  43 52 01.70366(N)    106 07 58.58076(W) AD(       ) 3
 OV0325  NAD 27      -  43 52 01.78980(N)    106 07 56.51317(W) AD(       ) 3
 OV0325  NGVD 29 (07/19/86) 1400.5    (m)         4595.     (f) VERT ANG       
 OV0325
 OV0325.Superseded values are not recommended for survey control.
 OV0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0325.See file dsdata.txt to determine how the superseded data were derived.
 OV0325
 OV0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ0896457741(NAD 83)
 OV0325_MARKER: DD = SURVEY DISK
 OV0325_SETTING: 0 = UNSPECIFIED SETTING
 OV0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0325
 OV0325  HISTORY     - Date     Condition        Report By
 OV0325  HISTORY     - 1950     MONUMENTED       BOR
 OV0325
 OV0325                          STATION DESCRIPTION
 OV0325
 OV0325'DESCRIBED BY US BUREAU OF RECLAMATION 1950
 OV0325'FOLLOWING DESCRIPTION BY USGS
 OV0325'
 OV0325'LOCATED ON NARROW ROLLING RIDGE, ON THE HIGHEST POINT.
 OV0325'
 OV0325'TO REACH FROM SUSSEX STORE, GO 4.8 MI. SE. ALONG COUNTY RD. TO FORK,
 OV0325'TOP OF RIDGE, TURN LEFT AND KEEP LEFT FOR 9.1 MI. TO T-RD. W., TURN
 OV0325'RIGHT FOR 4.1 MI. TO Y-FORK E. OF STREETER RANCH, GO 0.1 MI., TURN
 OV0325'LEFT 0.5 MI. TO Y-FORK, TURN RIGHT 3.1 MI. TO FORK, TURN LEFT 1.2
 OV0325'MI. TO Y-FORK, TURN LEFT AND GO 1.9 MI. DOWN RIDGE TO A POINT
 OV0325'OPPOSITE HIGHEST POINT, GO UP ABOUT 200 FT. TO TOP AND STATION.
 OV0325'
 OV0325'STATION MARK--STANDARD USBR BRONZE DISK, ON PIPE, STAMPED ---LONE
 OV0325'1950---.
 OV0325'
 OV0325'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0409 ***********************************************************************
 PX0409  DESIGNATION -  LONE
 PX0409  PID         -  PX0409
 PX0409  STATE/COUNTY-  WY/PARK
 PX0409  USGS QUAD   -  LOGAN MOUNTAIN (1991)
 PX0409
 PX0409                         *CURRENT SURVEY CONTROL
 PX0409  ___________________________________________________________________
 PX0409* NAD 83(1993)-  44 31 07.78034(N)    109 18 41.93338(W)     ADJUSTED  
 PX0409* NAVD 88     -      2228.8    (meters)    7312.     (feet)  VERTCON   
 PX0409  ___________________________________________________________________
 PX0409  LAPLACE CORR-         -19.88  (seconds)                    DEFLEC99
 PX0409  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 PX0409
 PX0409  HORZ ORDER  -  THIRD
 PX0409
 PX0409.The horizontal coordinates were established by classical geodetic methods
 PX0409.and adjusted by the National Geodetic Survey in January 1997..
 PX0409
 PX0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0409
 PX0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0409
 PX0409.The geoid height was determined by GEOID03.
 PX0409
 PX0409;                    North         East     Units Scale Factor Converg.
 PX0409;SPC WYWC     -   446,549.918   555,349.523   MT  0.99996201   -0 23 37.7
 PX0409;UTM  12      - 4,930,886.846   634,177.328   MT  0.99982140   +1 11 02.2
 PX0409
 PX0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0409!SPC WYWC     -   0.99965221  x   0.99996201  =   0.99961423
 PX0409!UTM  12      -   0.99965221  x   0.99982140  =   0.99947367
 PX0409
 PX0409:                Primary Azimuth Mark                     Grid Az
 PX0409:SPC WYWC     -  LOONE                                    162 38 46.7
 PX0409:UTM  12      -  LOONE                                    161 04 06.8
 PX0409
 PX0409|---------------------------------------------------------------------|
 PX0409| PID    Reference Object                     Distance      Geod. Az  |
 PX0409|                                                           dddmmss.s |
 PX0409| PX0433 LOONE                               APPROX. 5.0 KM 1621509.0 |
 PX0409|---------------------------------------------------------------------|
 PX0409
 PX0409                          SUPERSEDED SURVEY CONTROL
 PX0409
 PX0409  NAD 83(1986)-  44 31 07.76768(N)    109 18 41.92662(W) AD(       ) 3
 PX0409  NAD 27      -  44 31 07.91471(N)    109 18 39.35902(W) AD(       ) 3
 PX0409  NGVD 29 (07/19/86) 2227.7    (m)         7309.     (f) VERT ANG       
 PX0409
 PX0409.Superseded values are not recommended for survey control.
 PX0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0409.See file dsdata.txt to determine how the superseded data were derived.
 PX0409
 PX0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ3417730887(NAD 83)
 PX0409_MARKER: DD = SURVEY DISK
 PX0409_SETTING: 80 = SET IN A BOULDER
 PX0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0409+STABILITY: SURFACE MOTION
 PX0409
 PX0409  HISTORY     - Date     Condition        Report By
 PX0409  HISTORY     - 1948     MONUMENTED       USGS
 PX0409
 PX0409                          STATION DESCRIPTION
 PX0409
 PX0409'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0409'STATION IS LOCATED ABOUT 11 MI. W. OF CODY, WYOMING ON THE S. END OF
 PX0409'LOGAN MOUNTAIN, 2.5 MI. N. OF THE W. END OF THE SHOSHONE RESERVOIR,
 PX0409'NOW CALLED BUFFALO BILL RESERVOIR.
 PX0409'
 PX0409'TO REACH STATION FROM THE POST OFFICE IN CODY, WYOMING FOLLOW U.S.
 PX0409'HIGHWAY NO.20 THE CODY E. ENTRANCE RD. TOWARDS YELLOWSTONE PARK FOR
 PX0409'ABOUT 11.6 MI. TO RD. JUNCTION RIGHT UP THE RATTLESNAKE CREEK TO DND
 PX0409'AND MOONCREST RANCHS, FOLLOW N. UP TRAIL RD. UP RATTLESNAKE CREEK FOR
 PX0409'ABOUT 2/3 MI. TO POINT WHERE RD. TURNS E. THEN N., OPPOSITE PROMINIENT
 PX0409'DRY CREEK RUNNING E. INTO W. SIDE OF RATTLESNAKE CREEK.  LEAVE TRUCK
 PX0409'AND FOLLOW W. AND S. UP DRY CREEK ABOUT 1.0 MI. TO FENCED SPRING,
 PX0409'THEN CLIMB S. ABOUT 2360 FT. TO TOP OF ROUND BARE HILL WITH LONE TREE
 PX0409'ABOUT 6.5 FT. HIGH ON HIGHEST POINT.  STATION IS 8 FT. W.OF LONE TREE.
 PX0409'
 PX0409'STATION MARK - A STANDARD GEOLOGICAL SURVEY TABLET STAMPED ---LONE
 PX0409'1948--- AND CEMENTED IN THE TOP OF AN EMBEDDED BOULDER.
 PX0409'
 PX0409'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET STAMPED --- LONE NO.
 PX0409'1 --- CEMENTED IN THE TOP OF AN EMBEDDED BOULDER 25.570 FT. W.,
 PX0409'N 88 DEG 30 MIN E.
 PX0409'
 PX0409'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET STAMPED --- LONE NO.
 PX0409'2 --- CEMENTED IN THE TOP OF AN EMBEDDED BOULDER 24.185 FT. N.,
 PX0409'S 03 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0691 ***********************************************************************
 NQ0691  DESIGNATION -  LONE
 NQ0691  PID         -  NQ0691
 NQ0691  STATE/COUNTY-  WY/GOSHEN
 NQ0691  USGS QUAD   -  LONE SAND HILL (1990)
 NQ0691
 NQ0691                         *CURRENT SURVEY CONTROL
 NQ0691  ___________________________________________________________________
 NQ0691* NAD 83(1993)-  42 26 47.36114(N)    104 04 56.61123(W)     ADJUSTED  
 NQ0691* NAVD 88     -      1504.9    (meters)    4937.     (feet)  VERTCON   
 NQ0691  ___________________________________________________________________
 NQ0691  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 NQ0691  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 NQ0691
 NQ0691  HORZ ORDER  -  THIRD
 NQ0691
 NQ0691.The horizontal coordinates were established by classical geodetic methods
 NQ0691.and adjusted by the National Geodetic Survey in January 1997..
 NQ0691
 NQ0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0691
 NQ0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0691
 NQ0691.The geoid height was determined by GEOID03.
 NQ0691
 NQ0691;                    North         East     Units Scale Factor Converg.
 NQ0691;SPC WY E     -   216,739.222   289,197.171   MT  1.00003535   +0 43 54.6
 NQ0691;UTM  13      - 4,699,759.182   575,460.848   MT  0.99967006   +0 37 09.6
 NQ0691
 NQ0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0691!SPC WY E     -   0.99976660  x   1.00003535  =   0.99980194
 NQ0691!UTM  13      -   0.99976660  x   0.99967006  =   0.99943674
 NQ0691
 NQ0691:                Primary Azimuth Mark                     Grid Az
 NQ0691:SPC WY E     -  SPOON                                    183 43 55.5
 NQ0691:UTM  13      -  SPOON                                    183 50 40.5
 NQ0691
 NQ0691|---------------------------------------------------------------------|
 NQ0691| PID    Reference Object                     Distance      Geod. Az  |
 NQ0691|                                                           dddmmss.s |
 NQ0691| NQ0693 SPOON                               APPROX.11.4 KM 1842750.1 |
 NQ0691|---------------------------------------------------------------------|
 NQ0691
 NQ0691                          SUPERSEDED SURVEY CONTROL
 NQ0691
 NQ0691  NAD 83(1986)-  42 26 47.33719(N)    104 04 56.61000(W) AD(       ) 3
 NQ0691  NGVD 29 (09/11/89) 1504.2    (m)         4935.     (f) VERT ANG       
 NQ0691
 NQ0691.Superseded values are not recommended for survey control.
 NQ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0691.See file dsdata.txt to determine how the superseded data were derived.
 NQ0691
 NQ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7546199759(NAD 83)
 NQ0691_MARKER: DS = TRIANGULATION STATION DISK
 NQ0691_SETTING: 0 = UNSPECIFIED SETTING
 NQ0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0691
 NQ0691  HISTORY     - Date     Condition        Report By
 NQ0691  HISTORY     - 1974     MONUMENTED       USGS
 NQ0691
 NQ0691                          STATION DESCRIPTION
 NQ0691
 NQ0691'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0691'THE STATION IS LOCATED ON THE N. TOP OF A LONE SANDHILL, ABOUT 30 MI.
 NQ0691'(AIRLINE) SE. OF LUSK, WYOMING, ABOUT 15 MI. (AIRLINE) E. OF JAY EM,
 NQ0691'WYOMING, ON PROPERTY OF MR. LEWIS.
 NQ0691'
 NQ0691'TO REACH THE STATION FROM HIGHWAY AT E. EDGE OF JAY EM, WYOMING, GO S.
 NQ0691'ON U.S. HIGHWAY 85 FOR 0.6 MI.  TURN LEFT OFF HIGHWAY AND FOLLOW
 NQ0691'GRADED RD. E. FOR 3.2 MI. TO RD. FORK.  TAKE RIGHT FORK S. FOR 1.0
 NQ0691'MI. TO SHARP CURVE.  CONTINUE ON E. ALONG MAIN RD. FOR 7.0 MI. TO RD.
 NQ0691'FORK.  TAKE RIGHT FORK AND FOLLOW MAIN RD. S. FOR 2.0 MI. TO T-RD.
 NQ0691'E.  THEN E. ON T-RD. FOR 4.1 MI. TO RD. FORK.  TURN LEFT (N.) FOR 2.1
 NQ0691'MI. TO RANCH HOUSE.  TAKE TRACK RD. E. FROM HOUSE FOR 0.4 MI. TO GATE.
 NQ0691'TURN LEFT OFF RD. AND DRIVE N. ALONG W. SIDE OF FENCE FOR 0.4 MI. TO
 NQ0691'TOP OF RIDGE.  TURN LEFT AND DRIVE WNW. UP RIDGE WITH FOUR WHEEL DRIVE
 NQ0691'VEHICLE FOR 0.4 MI. TO N. TOP OF SANDHILL AND STATION SITE.
 NQ0691'
 NQ0691'STATION MARK--STANDARD TABLET SOLDERED TO THE TOP OF A COPPERWELD
 NQ0691'ROD THAT PROJECTS 0.5 FT., STAMPED---LONE-ET 1974---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0424 ***********************************************************************
 OW0424  DESIGNATION -  LONE PINE
 OW0424  PID         -  OW0424
 OW0424  STATE/COUNTY-  WY/FREMONT
 OW0424  USGS QUAD   -  CROW MOUNTAIN (1979)
 OW0424
 OW0424                         *CURRENT SURVEY CONTROL
 OW0424  ___________________________________________________________________
 OW0424* NAD 83(1993)-  43 31 24.87646(N)    109 15 11.38402(W)     ADJUSTED  
 OW0424* NAVD 88     -      2450.1    (meters)    8038.     (feet)  VERTCON   
 OW0424  ___________________________________________________________________
 OW0424  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 OW0424  GEOID HEIGHT-          -9.06  (meters)                     GEOID03
 OW0424
 OW0424  HORZ ORDER  -  THIRD
 OW0424
 OW0424.The horizontal coordinates were established by classical geodetic methods
 OW0424.and adjusted by the National Geodetic Survey in January 1997..
 OW0424
 OW0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0424
 OW0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0424
 OW0424.The geoid height was determined by GEOID03.
 OW0424
 OW0424;                    North         East     Units Scale Factor Converg.
 OW0424;SPC WYWC     -   335,941.391   559,324.263   MT  0.99995784   -0 20 47.4
 OW0424;UTM  12      - 4,820,441.978   641,168.126   MT  0.99984513   +1 12 11.4
 OW0424
 OW0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0424!SPC WYWC     -   0.99961736  x   0.99995784  =   0.99957522
 OW0424!UTM  12      -   0.99961736  x   0.99984513  =   0.99946255
 OW0424
 OW0424:                Primary Azimuth Mark                     Grid Az
 OW0424:SPC WYWC     -  BLACK                                    065 23 31.4
 OW0424:UTM  12      -  BLACK                                    063 50 32.6
 OW0424
 OW0424|---------------------------------------------------------------------|
 OW0424| PID    Reference Object                     Distance      Geod. Az  |
 OW0424|                                                           dddmmss.s |
 OW0424| OW0391 BLACK                               APPROX. 3.2 KM 0650244.0 |
 OW0424|---------------------------------------------------------------------|
 OW0424
 OW0424                          SUPERSEDED SURVEY CONTROL
 OW0424
 OW0424  NAD 83(1986)-  43 31 24.86270(N)    109 15 11.37391(W) AD(       ) 3
 OW0424  NGVD 29 (11/06/89) 2448.8    (m)         8034.     (f) VERT ANG       
 OW0424
 OW0424.Superseded values are not recommended for survey control.
 OW0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0424.See file dsdata.txt to determine how the superseded data were derived.
 OW0424
 OW0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP4116820442(NAD 83)
 OW0424_MARKER: DS = TRIANGULATION STATION DISK
 OW0424_SETTING: 0 = UNSPECIFIED SETTING
 OW0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0424
 OW0424  HISTORY     - Date     Condition        Report By
 OW0424  HISTORY     - 1950     MONUMENTED       USGS
 OW0424
 OW0424                          STATION DESCRIPTION
 OW0424
 OW0424'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0424'STATION IS LOCATED IN NW. CORNER OF WASHAKIE INDIAN RESERVATION IN
 OW0424'T 6 N, R 4 W, OF THE WIND RIVER BASE AND MERIDIAN.
 OW0424'
 OW0424'TO REACH GO W. ON U.S. HIGHWAY 287 FROM THE CROWHEART STORE AND POST
 OW0424'OFFICE, FREMONT COUNTY, WYOMING, FOR 1.1 MI. TO SIDE RD. TO N.  TAKE
 OW0424'THIS RD. FOR 3.0 MI. TO T-JUNCTION.  TAKE RIGHT FORK AND CROSS WIND
 OW0424'RIVER ON STEEL BRIDGE.  TAKE FIRST FORK LEFT AFTER CROSSING BRIDGE,
 OW0424'0.2 MI., AND FOLLOW MAIN RD. IN NORTHERLY DIRECTION FOR 11.2 MI. TO
 OW0424'RD. FORK.  TAKE RIGHT FORK FOR 1.0 MI. TO FORK, TAKE LEFT FORK AND GO
 OW0424'0.2 MI. TO SE-NW. FENCE, THEN GO 0.6 MI. TO RD. JUNCTION.  TAKE LEFT
 OW0424'FORK FOR 0.05 MI. TO FORK.  TAKE RIGHT FORK 0.3 MI. TO GATE.  AT THIS
 OW0424'POINT LEAVE RD. AND FOLLOW EDGE OF CULTIVATED FIELD TO NW. FOR 0.3 MI.
 OW0424'TO GATE.  PICK UP OLD WOOD RD. AND FOLLOW TO N. FOR 1.1 MI.  AT THIS
 OW0424'POINT LEAVE RD. AND GO EASTERLY AROUND HEAD OF DRAIN FOR 0.4 MI. TO
 OW0424'STATION.  STATION LIES 35 FT. S. OF A LONE PINE TREE.
 OW0424'
 OW0424'RECOVERED BY USGS IN 1967.
 OW0424'
 OW0424'STATION MARK--STANDARD TABLET SET IN GRANITE BOULDER, STAMPED
 OW0424'---WR LONE PINE, 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0368 ***********************************************************************
 NR0368  DESIGNATION -  LONE TREE
 NR0368  PID         -  NR0368
 NR0368  STATE/COUNTY-  WY/CARBON
 NR0368  USGS QUAD   -  MUD SPRINGS (1984)
 NR0368
 NR0368                         *CURRENT SURVEY CONTROL
 NR0368  ___________________________________________________________________
 NR0368* NAD 83(1993)-  42 24 26.60058(N)    106 19 20.87160(W)     ADJUSTED  
 NR0368* NAVD 88     -      2294.3    (meters)    7527.     (feet)  VERTCON   
 NR0368  ___________________________________________________________________
 NR0368  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 NR0368  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 NR0368
 NR0368  HORZ ORDER  -  SECOND
 NR0368
 NR0368.The horizontal coordinates were established by classical geodetic methods
 NR0368.and adjusted by the National Geodetic Survey in January 1997..
 NR0368
 NR0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0368
 NR0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0368
 NR0368.The geoid height was determined by GEOID03.
 NR0368
 NR0368;                    North         East     Units Scale Factor Converg.
 NR0368;SPC WYEC     -   312,321.600   483,210.143   MT  1.00002266   +0 40 54.4
 NR0368;UTM  13      - 4,695,856.824   391,177.117   MT  0.99974571   -0 53 31.0
 NR0368
 NR0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0368!SPC WYEC     -   0.99964222  x   1.00002266  =   0.99966487
 NR0368!UTM  13      -   0.99964222  x   0.99974571  =   0.99938802
 NR0368
 NR0368:                Primary Azimuth Mark                     Grid Az
 NR0368:SPC WYEC     -  LONE TREE AZ MK                          013 09 20.8
 NR0368:UTM  13      -  LONE TREE AZ MK                          014 43 46.2
 NR0368
 NR0368|---------------------------------------------------------------------|
 NR0368| PID    Reference Object                     Distance      Geod. Az  |
 NR0368|                                                           dddmmss.s |
 NR0368| CP5713 LONE TREE AZ MK                                    0135015.2 |
 NR0368| CP5714 LONE TREE RM 1                       11.628 METERS 04546     |
 NR0368| CP5715 LONE TREE RM 2                       12.060 METERS 13003     |
 NR0368|---------------------------------------------------------------------|
 NR0368
 NR0368                          SUPERSEDED SURVEY CONTROL
 NR0368
 NR0368  NAD 83(1986)-  42 24 26.58833(N)    106 19 20.85615(W) AD(       ) 2
 NR0368  NAD 27      -  42 24 26.71800(N)    106 19 18.77700(W) AD(       ) 2
 NR0368  NGVD 29 (07/19/86) 2293.2    (m)         7524.     (f) VERT ANG       
 NR0368
 NR0368.Superseded values are not recommended for survey control.
 NR0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0368.See file dsdata.txt to determine how the superseded data were derived.
 NR0368
 NR0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG9117795857(NAD 83)
 NR0368_MARKER: DS = TRIANGULATION STATION DISK
 NR0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0368
 NR0368  HISTORY     - Date     Condition        Report By
 NR0368  HISTORY     - 1948     MONUMENTED       CGS
 NR0368
 NR0368                          STATION DESCRIPTION
 NR0368
 NR0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0368'THE STATION IS LOCATED IN T.28 N., R.79 W., ON THE SOUTHWEST
 NR0368'END OF A GRASSY RIDGE THAT RUNS NORTHEAST AND SOUTHWEST FROM
 NR0368'THE SOUTHERN EDGE OF A FLAT MESA.  THE RIDGE DROPS OFF SHARPLY
 NR0368'TO THE NORTHWEST, HAS WHITE CALKY COLORED BANKS AND A FEW
 NR0368'SCATTERED PINE TREES.  IT SLOPES GRADUALLY TO THE SOUTH AND
 NR0368'EAST AND IS ABOUT 39 MILES AIRLINE SOUTHWEST OF GLENROCK,
 NR0368'ABOUT 37 MILES AIRLINE NORTH-NORTHWEST OF MEDICINE BOW, AND
 NR0368'ABOUT 30 MILES AIRLINE SOUTH OF CASPER.  THE STATION IS 30
 NR0368'PACES NORTHEAST OF THE SOUTHWEST END OF RIDGE, 20 PACES
 NR0368'NORTHEAST OF A SMALL TRIANGLE BLAZE ON A LONE PINE TREE, 10
 NR0368'PACES EAST OF WHERE THE RIDGE DROPS OFF SHARPLY TO THE
 NR0368'NORTHWEST, 5 FEET WEST OF A WHITE WITNESS POST, PROJECTS 8
 NR0368'INCHES AND IS STAMPED, LONE TREE 1948.
 NR0368'
 NR0368'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NR0368'THE STATION MARK.  IT PROJECTS 4 INCHES AND IS STAMPED, LONE
 NR0368'TREE NO 1 1948.
 NR0368'
 NR0368'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 NR0368'STATION MARK.  IT PROJECTS 4 INCHES AND IS STAMPED, LONE TREE
 NR0368'NO 2 1948.
 NR0368'
 NR0368'THE AZIMUTH MARK IS 24 PACES WEST OF THE CENTER LINE IN ROAD,
 NR0368'AND 4 FEET WEST OF A WHITE WITNESS POST.  IT PROJECTS 6 INCHES
 NR0368'AND IS STAMPED, LONE TREE 1948.
 NR0368'
 NR0368'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20
 NR0368'AND 87 AND STATE HIGHWAY 220 IN THE WEST SIDE OF CASPER.
 NR0368'FOLLOW STATE HIGHWAY 220 FOR 10.8 MILES TO THE GOOSE EGG INN
 NR0368'ON RIGHT JUST AFTER PASSING A TEXICO SERVICE STATION.  CONTINUE
 NR0368'ON STATE HIGHWAY 220 FOR 8.3 MILES TO SIDE ROAD LEFT AND
 NR0368'SIGN STATE GAME PRESERVE, NO HUNTING.  TURN LEFT OFF HIGHWAY
 NR0368'ON GRAVELED ROAD FOR 3.8 MILES TO A BIG RED BARN AND RANCH
 NR0368'BUILDINGS ON THE RIGHT.  CONTINUE ON GRAVELED ROAD FOR 2.6
 NR0368'MILES TO FORK.  TAKE LEFT FORK MAIN GRADED ROAD FOR 1.9 MILE
 NR0368'TO SIDE ROAD LEFT AND SIGN CASPER 30.  KEEP STRAIGHT AHEAD
 NR0368'ON MAIN GRADED ROAD FOR 1.1 MILE TO CROSSROAD.  CONTINUE
 NR0368'STRAIGHT AHEAD 1.9 MILE TO MARTIN RANCH ON LEFT.  CONTINUE ON
 NR0368'MAIN ROAD FOR 11.9 MILES TO CROSSROAD JUST BEFORE
 NR0368'CROSSING A WOODEN BRIDGE.  CONTINUE STRAIGHT AHEAD FOR 2.6
 NR0368'MILES TO SIDE ROAD LEFT AND SIGN 2 BAR RESERVIOR.
 NR0368'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO SIDE ROAD RIGHT
 NR0368'AND SIGN MEDICINE BOW BATES HOLE STOCK TRAIL.  TURN RIGHT
 NR0368'OFF OF MAIN ROAD AND GO 1.4 MILE TO DIAGONAL CROSSROAD.
 NR0368'CONTINUE STRAIGHT AHEAD FOR 0.65 MILE TO FORK.  TAKE LEFT
 NR0368'FORK DOWN HILL AND SOUTHEAST FOR 0.55 MILE TO FORK.
 NR0368'TAKE RIGHT FORK FOR 0.35 MILE TO FORK.  KEEP LEFT FORK FOR
 NR0368'0.6 MILE TO FORK.  TAKE RIGHT FORK MAIN TRACK ROAD FOR
 NR0368'2.75 MILES TO THE AZIMUTH ON RIGHT, WEST.  CONTINUE ON
 NR0368'TRACK ROAD FOR 0.4 MILE TO WHERE TWO SMALL PINE TREE CAN BE
 NR0368'SEEN STRAIGHT AHEAD.  HERE LEAVE THE ROAD AND GO ABOUT 150
 NR0368'YARDS TO THE TREES AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0419 ***********************************************************************
 OU0419  DESIGNATION -  LONE TREE
 OU0419  PID         -  OU0419
 OU0419  STATE/COUNTY-  WY/CONVERSE
 OU0419  USGS QUAD   -  BETTY RESERVOIR (1984)
 OU0419
 OU0419                         *CURRENT SURVEY CONTROL
 OU0419  ___________________________________________________________________
 OU0419* NAD 83(1993)-  43 23 37.46642(N)    105 23 45.54566(W)     ADJUSTED  
 OU0419* NAVD 88     -      1549.28   (+/-2cm)    5082.9    (feet)  VERTCON   
 OU0419  ___________________________________________________________________
 OU0419  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 OU0419  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 OU0419
 OU0419  HORZ ORDER  -  FIRST
 OU0419  VERT ORDER  -  THIRD ? (See Below)
 OU0419
 OU0419.The horizontal coordinates were established by classical geodetic methods
 OU0419.and adjusted by the National Geodetic Survey in January 1997..
 OU0419
 OU0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0419.The vertical order pertains to the NGVD 29 superseded value.
 OU0419
 OU0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0419
 OU0419.The geoid height was determined by GEOID03.
 OU0419
 OU0419;                    North         East     Units Scale Factor Converg.
 OU0419;SPC WY E     -   321,419.825   181,422.168   MT  0.99994174   -0 09 27.2
 OU0419;UTM  13      - 4,804,616.672   467,930.765   MT  0.99961265   -0 16 19.4
 OU0419
 OU0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0419!SPC WY E     -   0.99975950  x   0.99994174  =   0.99970125
 OU0419!UTM  13      -   0.99975950  x   0.99961265  =   0.99937224
 OU0419
 OU0419:                Primary Azimuth Mark                     Grid Az
 OU0419:SPC WY E     -  LONE TREE AZ MK                          000 18 27.5
 OU0419:UTM  13      -  LONE TREE AZ MK                          000 25 19.7
 OU0419
 OU0419|---------------------------------------------------------------------|
 OU0419| PID    Reference Object                     Distance      Geod. Az  |
 OU0419|                                                           dddmmss.s |
 OU0419| CP9870 LONE TREE AZ MK                                    0000900.3 |
 OU0419| CP9871 LONE TREE RM 1                       11.825 METERS 05320     |
 OU0419| CP9872 LONE TREE RM 2                       11.480 METERS 30233     |
 OU0419|---------------------------------------------------------------------|
 OU0419
 OU0419                          SUPERSEDED SURVEY CONTROL
 OU0419
 OU0419  NAD 83(1986)-  43 23 37.44714(N)    105 23 45.52462(W) AD(       ) 1
 OU0419  NAD 27      -  43 23 37.55800(N)    105 23 43.57700(W) AD(       ) 1
 OU0419  NGVD 29 (07/19/86) 1548.45   (m)         5080.2    (f) LEVELING    3  
 OU0419
 OU0419.Superseded values are not recommended for survey control.
 OU0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0419.See file dsdata.txt to determine how the superseded data were derived.
 OU0419
 OU0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ6793104617(NAD 83)
 OU0419_MARKER: DD = SURVEY DISK
 OU0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0419
 OU0419  HISTORY     - Date     Condition        Report By
 OU0419  HISTORY     - 1955     MONUMENTED       USGS
 OU0419  HISTORY     - 1962     GOOD             USFS
 OU0419
 OU0419                          STATION DESCRIPTION
 OU0419
 OU0419'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (RAG)
 OU0419'THE STATION IS ABOUT 10 MILES (AIRLINE) NORTHWEST OF DRY
 OU0419'CREEK STATION WHICH IS THE BILL POST OFFICE, SCHOOL HOUSE AND
 OU0419'COMMUNITY HALL, ALONG STATE HIGHWAY 59, ABOUT 5 MILES SOUTH
 OU0419'OF ANTELOPE CREEK, AND 0.3 MILE WEST OF STATE HIGHWAY 59.
 OU0419'STATION IS IN THE SOUTHWEST QUARTER OF SECTION 33., T 40 N.,
 OU0419'R 71 W.
 OU0419'
 OU0419'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO EAST
 OU0419'ON EAST THIRD STREET 0.45 MILE TO STATE HIGHWAY 59.  TURN RIGHT,
 OU0419'SOUTH, AND CONTINUE ON HIGHWAY 59 57.8 MILES TO A BRIDGE
 OU0419'CROSSING THE ANTELOPE CREEK.  CONTINUE ON HIGHWAY 4.6 MILES
 OU0419'TO THE AZIMUTH MARK ON THE EAST SIDE OF HIGHWAY, ABOUT 20
 OU0419'FEET ABOVE ROAD.  CONTINUE ON HIGHWAY 0.4 MILE TO A CROSS ROAD
 OU0419'AT SUMMIT OF RIDGE.  TURN RIGHT, WEST, AND FOLLOW ROAD WHICH
 OU0419'LEADS TO THE FRED TAYLOR RANCH FOR 0.3 MILE.  HERE LEAVE
 OU0419'ROAD, GO SOUTH-SOUTHEAST 0.15 MILE TO HIGHEST PART OF RIDGE
 OU0419'AND THE STATION.
 OU0419'
 OU0419'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET
 OU0419'IN A 6 IN BY 6 IN CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES
 OU0419'ABOVE GROUND.  THE DISK IS STAMPED LONE TREE 1955.  THE MARK
 OU0419'IS 7 FEET WEST OF A STANDARD WITNESS POST, AND 6 FEET EAST
 OU0419'OF A TRACK ROAD.
 OU0419'
 OU0419'REFERENCE MARK 1, A STANDARD DISK SET IN A 10 IN BY 10 IN
 OU0419'CONCRETE POST AND STAMPED LONE TREE USGS NO 1 1955, IS ABOUT
 OU0419'20 FEET EAST OF TRACK ROAD.  MARK PROJECTS 3 INCHES ABOVE
 OU0419'GROUND.
 OU0419'
 OU0419'REFERENCE MARK 2, A STANDARD DISK SET IN A 10 IN BY 10 IN
 OU0419'CONCRETE POST AND STAMPED LONE TREE USGS NO 2 1955, IS ABOUT
 OU0419'15 FEET WEST OF TRACK ROAD.  MARK PROJECTS 6 INCHES ABOVE
 OU0419'GROUND.
 OU0419'
 OU0419'AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 OU0419'BOULDER, AND STAMPED LONE TREE USGS 1955, IS ABOUT 1/2 NORTH
 OU0419'OF THE STATION, ON THE EAST SIDE OF HIGHWAY 59, ABOUT 20 FEET
 OU0419'ABOVE THE ROAD, ABOUT 100 FROM THE CENTER LINE OF HIGHWAY,
 OU0419'AND 5 FEET EAST OF A STANDARD WITNESS POST.  THE BOULDER,
 OU0419'A SAND ROCK, IS ABOUT 4 FEET WIDE AND 12 FEET LONG AND PROJECTS
 OU0419'ABOUT 4 FEET ABOVE GROUND.
 OU0419'
 OU0419'NOTE--A 4 FT. STAND WAS USED.
 OU0419
 OU0419                          STATION RECOVERY (1962)
 OU0419
 OU0419'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0419'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0780 ***********************************************************************
 MR0780  DESIGNATION -  LONE TREE ET TP
 MR0780  PID         -  MR0780
 MR0780  STATE/COUNTY-  WY/UINTA
 MR0780  USGS QUAD   -  LONETREE (1980)
 MR0780
 MR0780                         *CURRENT SURVEY CONTROL
 MR0780  ___________________________________________________________________
 MR0780* NAD 83(1993)-  41 06 23.34376(N)    110 12 28.95313(W)     ADJUSTED  
 MR0780* NAVD 88     -      2647.1    (meters)    8685.     (feet)  VERTCON   
 MR0780  ___________________________________________________________________
 MR0780  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 MR0780  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 MR0780
 MR0780  HORZ ORDER  -  THIRD
 MR0780
 MR0780.The horizontal coordinates were established by classical geodetic methods
 MR0780.and adjusted by the National Geodetic Survey in January 1997..
 MR0780
 MR0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0780
 MR0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0780
 MR0780.The geoid height was determined by GEOID03.
 MR0780
 MR0780;                    North         East     Units Scale Factor Converg.
 MR0780;SPC WY W     -   167,353.441   789,525.126   MT  0.99993885   -0 04 55.2
 MR0780;UTM  12      - 4,550,880.110   566,497.818   MT  0.99965442   +0 31 14.5
 MR0780
 MR0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0780!SPC WY W     -   0.99958709  x   0.99993885  =   0.99952596
 MR0780!UTM  12      -   0.99958709  x   0.99965442  =   0.99924165
 MR0780
 MR0780:                Primary Azimuth Mark                     Grid Az
 MR0780:SPC WY W     -  HICKEY                                   218 33 28.6
 MR0780:UTM  12      -  HICKEY                                   217 57 18.9
 MR0780
 MR0780|---------------------------------------------------------------------|
 MR0780| PID    Reference Object                     Distance      Geod. Az  |
 MR0780|                                                           dddmmss.s |
 MR0780| MR0781 HICKEY                              APPROX. 3.3 KM 2182833.4 |
 MR0780|---------------------------------------------------------------------|
 MR0780
 MR0780                          SUPERSEDED SURVEY CONTROL
 MR0780
 MR0780  NAD 83(1986)-  41 06 23.32993(N)    110 12 28.94273(W) AD(       ) 3
 MR0780  NAD 27      -  41 06 23.51329(N)    110 12 26.39117(W) AD(       ) 3
 MR0780  NGVD 29 (07/19/86) 2645.7    (m)         8680.     (f) VERT ANG       
 MR0780
 MR0780.Superseded values are not recommended for survey control.
 MR0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0780.See file dsdata.txt to determine how the superseded data were derived.
 MR0780
 MR0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL6649850880(NAD 83)
 MR0780_MARKER: W = UNMONUMENTED
 MR0780_SETTING: 0 = UNSPECIFIED SETTING
 MR0780
 MR0780  HISTORY     - Date     Condition        Report By
 MR0780  HISTORY     - 1964     MONUMENTED       USGS
 MR0780
 MR0780                          STATION DESCRIPTION
 MR0780
 MR0780'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MR0780'ABANDONED DUE TO MONUMENTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0378 ***********************************************************************
 OW0378  DESIGNATION -  LONG
 OW0378  PID         -  OW0378
 OW0378  STATE/COUNTY-  WY/FREMONT
 OW0378  USGS QUAD   -  KISINGER LAKES (1991)
 OW0378
 OW0378                         *CURRENT SURVEY CONTROL
 OW0378  ___________________________________________________________________
 OW0378* NAD 83(1993)-  43 38 21.67458(N)    109 53 37.75143(W)     ADJUSTED  
 OW0378* NAVD 88     -      2576.4    (meters)    8453.     (feet)  VERTCON   
 OW0378  ___________________________________________________________________
 OW0378  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 OW0378  GEOID HEIGHT-          -7.86  (meters)                     GEOID03
 OW0378
 OW0378  HORZ ORDER  -  THIRD
 OW0378
 OW0378.The horizontal coordinates were established by classical geodetic methods
 OW0378.and adjusted by the National Geodetic Survey in January 1997..
 OW0378
 OW0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0378
 OW0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0378
 OW0378.The geoid height was determined by GEOID03.
 OW0378
 OW0378;                    North         East     Units Scale Factor Converg.
 OW0378;SPC WYWC     -   349,316.700   507,710.152   MT  1.00004223   -0 47 21.9
 OW0378;SPC WY W     -   448,698.366   815,290.971   MT  0.99994037   +0 07 50.8
 OW0378;UTM  12      - 4,832,412.386   589,222.722   MT  0.99969792   +0 45 48.4
 OW0378
 OW0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0378!SPC WYWC     -   0.99959739  x   1.00004223  =   0.99963960
 OW0378!SPC WY W     -   0.99959739  x   0.99994037  =   0.99953778
 OW0378!UTM  12      -   0.99959739  x   0.99969792  =   0.99929543
 OW0378
 OW0378:                Primary Azimuth Mark                     Grid Az
 OW0378:SPC WYWC     -  PICKETTS                                 003 05 42.3
 OW0378:SPC WY W     -  PICKETTS                                 002 10 29.6
 OW0378:UTM  12      -  PICKETTS                                 001 32 32.0
 OW0378
 OW0378|---------------------------------------------------------------------|
 OW0378| PID    Reference Object                     Distance      Geod. Az  |
 OW0378|                                                           dddmmss.s |
 OW0378| OW0377 PICKETTS                            APPROX. 8.1 KM 0021820.4 |
 OW0378|---------------------------------------------------------------------|
 OW0378
 OW0378                          SUPERSEDED SURVEY CONTROL
 OW0378
 OW0378  NAD 83(1986)-  43 38 21.66414(N)    109 53 37.74011(W) AD(       ) 3
 OW0378  NAD 27      -  43 38 21.84620(N)    109 53 35.12871(W) AD(       ) 3
 OW0378  NGVD 29 (07/19/86) 2575.1    (m)         8448.     (f) VERT ANG       
 OW0378
 OW0378.Superseded values are not recommended for survey control.
 OW0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0378.See file dsdata.txt to determine how the superseded data were derived.
 OW0378
 OW0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP8922332412(NAD 83)
 OW0378_MARKER: DD = SURVEY DISK
 OW0378_SETTING: 80 = SET IN A BOULDER
 OW0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0378+STABILITY: SURFACE MOTION
 OW0378
 OW0378  HISTORY     - Date     Condition        Report By
 OW0378  HISTORY     - 1954     MONUMENTED       USGS
 OW0378
 OW0378                          STATION DESCRIPTION
 OW0378
 OW0378'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0378'STATION LOCATED IN FREMONT COUNTY, SEC.2 NEAR N. BOUNDARY T-42N R-109W
 OW0378'15 MI. NW. OF DUBOIS WYOMING.
 OW0378'
 OW0378'TO REACH FROM THE POST OFFICE IN DUBOIS, GO NW. ON U.S. HIGHWAY 287
 OW0378'15 MI. TO ASPHALT STOCKPILE ON N. SIDE OF HIGHWAY, STATION IS ON HIGH
 OW0378'POINT DIRECTLY N. OF STOCKPILE.  A MILITARY JEEP MAY REACH THE LOWER
 OW0378'BENCH AND A 20 MIN. CLIMB WILL TAKE YOU TO THE STATION.  FOLLOWING A
 OW0378'GAME TRAIL AROUND THE SLOPE TO THE E. AND UP THE RIDGE SEEMS THE
 OW0378'EASIER AND FASTER CLIMB.
 OW0378'
 OW0378'STATION MARK - STANDARD ALUMINUM TABLET IN PLACED BOULDER STAMPED
 OW0378'---LONG 1954---.
 OW0378'
 OW0378'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0516 ***********************************************************************
 PW0516  DESIGNATION -  LOOK
 PW0516  PID         -  PW0516
 PW0516  STATE/COUNTY-  WY/SHERIDAN
 PW0516  USGS QUAD   -  WOODROCK (1993)
 PW0516
 PW0516                         *CURRENT SURVEY CONTROL
 PW0516  ___________________________________________________________________
 PW0516* NAD 83(1993)-  44 39 36.73566(N)    107 22 47.36294(W)     ADJUSTED  
 PW0516* NAVD 88     -      3094.0    (meters)   10151.     (feet)  VERTCON   
 PW0516  ___________________________________________________________________
 PW0516  LAPLACE CORR-          -9.27  (seconds)                    DEFLEC99
 PW0516  GEOID HEIGHT-          -8.95  (meters)                     GEOID03
 PW0516
 PW0516  HORZ ORDER  -  SECOND
 PW0516
 PW0516.The horizontal coordinates were established by classical geodetic methods
 PW0516.and adjusted by the National Geodetic Survey in January 1997..
 PW0516
 PW0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0516
 PW0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0516
 PW0516.The geoid height was determined by GEOID03.
 PW0516
 PW0516;                    North         East     Units Scale Factor Converg.
 PW0516;SPC WYEC     -   562,106.828   396,313.063   MT  0.99993767   -0 01 57.6
 PW0516;UTM  13      - 4,947,959.535   311,327.509   MT  1.00003777   -1 40 23.8
 PW0516
 PW0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0516!SPC WYEC     -   0.99951653  x   0.99993767  =   0.99945423
 PW0516!UTM  13      -   0.99951653  x   1.00003777  =   0.99955428
 PW0516
 PW0516:                Primary Azimuth Mark                     Grid Az
 PW0516:SPC WYEC     -  LOOK AZ MK                               000 47 31.9
 PW0516:UTM  13      -  LOOK AZ MK                               002 25 58.1
 PW0516
 PW0516|---------------------------------------------------------------------|
 PW0516| PID    Reference Object                     Distance      Geod. Az  |
 PW0516|                                                           dddmmss.s |
 PW0516| CQ6100 LOOK AZ MK                                         0004534.3 |
 PW0516| CQ6101 LOOK RM 1                             7.462 METERS 05832     |
 PW0516| CQ6102 LOOK RM 2                             5.927 METERS 19449     |
 PW0516| PW0515 BLACK MTN LOOKOUT TOWER             APPROX. 9.2 KM 3585154.0 |
 PW0516|---------------------------------------------------------------------|
 PW0516
 PW0516                          SUPERSEDED SURVEY CONTROL
 PW0516
 PW0516  NAD 83(1986)-  44 39 36.72039(N)    107 22 47.34730(W) AD(       ) 2
 PW0516  NAD 27      -  44 39 36.84320(N)    107 22 45.06350(W) AD(       ) 2
 PW0516  NGVD 29 (07/19/86) 3092.9    (m)        10147.     (f) VERT ANG       
 PW0516
 PW0516.Superseded values are not recommended for survey control.
 PW0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0516.See file dsdata.txt to determine how the superseded data were derived.
 PW0516
 PW0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1132847960(NAD 83)
 PW0516_MARKER: DS = TRIANGULATION STATION DISK
 PW0516_SETTING: 80 = SET IN A BOULDER
 PW0516_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PW0516
 PW0516  HISTORY     - Date     Condition        Report By
 PW0516  HISTORY     - 1957     MONUMENTED       CGS
 PW0516
 PW0516                          STATION DESCRIPTION
 PW0516
 PW0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0516'STATION IS ABOUT 23 MILES SOUTHWEST OF SHERIDAN, 19 MILES
 PW0516'WEST-SOUTHWEST OF THE TOWN OF BIG HORN, IN THE BIG HORN NATIONAL
 PW0516'FOREST, ON THE WESTERN END AND HIGHEST POINT OF LOOKOUT MOUNTAIN,
 PW0516'APPROXIMATELY 1/2 MILE WEST OF A PROMINENT ROCK KNOB WHICH
 PW0516'AT ONE TIME WAS THE SITE OF A FOREST SERVICE LOOKOUT.
 PW0516'
 PW0516'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND WYOMING
 PW0516'STATE HIGHWAY 14, ABOUT 28 MILES SOUTHWEST OF DAYTON BY GOING
 PW0516'SOUTHERLY ON U.S. HIGHWAY 14 FOR 5.5 MILES TO A GRADED ROAD
 PW0516'LEFT AT A SIGN WOODROCK GUARD STATION 3.  TURN LEFT AND FOLLOW
 PW0516'GRADED ROAD EASTERLY FOR 2.2 MILES TO A FORK AT A LOG CABIN,
 PW0516'TAKE RIGHT FORK 0.1 MILE TO A FORK, TAKE THE LEFT FORK, FORDING
 PW0516'STREAM 0.1 MILE TO SIGN LOOKOUT MOUNTAIN 6, WALKER PRAIRIE
 PW0516'12, BIG GOOSE DIVIDE 7.  TRUCK CAN BE DRIVEN ALONG THE OLD
 PW0516'TRAIL TO LOOKOUT MOUNTAIN FOR A DISTANCE OF 1.15 MILES.  BEAR
 PW0516'LEFT AND FOLLOW FAINT TRACE OF OLD TRAIL 1.15 MILES TO THE
 PW0516'END OF TRUCK TRAVEL AT A 6 INCH SPRUCE TREE ON RIGHT WITH
 PW0516'THREE BLAZES AND A LARGER TREE STRAIGHT AHEAD WITH A
 PW0516'TRIANGLE BLAZE.  THE OLD TRAIL FROM HERE TO LOOKOUT MOUNTAIN
 PW0516'HAS NOT BEEN USED OR MAINTAINED FOR SEVERAL YEARS AND
 PW0516'PRACTICALLY ALL VISIBLE SIGNS OF THE TRAIL ARE NOW GONE.
 PW0516'THE DISTANCE FROM HERE TO THE STATION IS APPROXIMATELY
 PW0516'5 MILES AND IS ROUGH GOING, CONTINUE STRAIGHT AHEAD ON OLD
 PW0516'TRAIL FOR APPROXIMATELY 1/2 MILE OR UNTIL THE TRAIL IS NO
 PW0516'LONGER VISIBLE, CONTINUE EASTERLY ALONG MAIN RIDGE ABOUT 3
 PW0516'MILES TO A BARE KNOB FROM WHICH A PROMINENT ROCK KNOB IS
 PW0516'VISIBLE ON BEYOND.  FAINT TRACKS OF THE OLD TRAIL CAN BE SEEN
 PW0516'ALONG NORTHEAST SLOPE OF THE BARE KNOB.  FOLLOW THE TRAIL
 PW0516'NORTHEASTERLY ABOUT 1/2 MILE TO TRAIL FORK AT A SIGN
 PW0516'LOOKOUT MOUNTAIN 1 MILE, WALKER PRAIRIE 5, WOODROCK 5, TAKE
 PW0516'RIGHT FORK TO TOP OF BARE RIDGE JUST EAST OF THE
 PW0516'PROMINENT ROCK KNOB.  FROM HERE THE STATION IS VISIBLE AND
 PW0516'ALMOST DUE SOUTH, CONTINUE SOUTHEASTERLY ACROSS SADDLE AND ON
 PW0516'TO TWO VERY LARGE BOULDERS AND THE AZIMUTH MARK WHICH IS LOCATED
 PW0516'IN A CUT BETWEEN THE BOULDERS, CONTINUE SOUTHERLY THROUGH
 PW0516'FAIRLY OPEN COUNTRY APPROXIMATELY 0.5 MILE TO THE HIGHEST POINT
 PW0516'AND STATION.
 PW0516'
 PW0516'ALL MARKS ARE STANDARD DISKS SET IN CEMENT IN DRILL HOLES IN
 PW0516'BOULDERS.
 PW0516'
 PW0516'STATION MARK IS STAMPED LOOK 1957.  NO WITNESS POST WAS SET.
 PW0516'
 PW0516'REFERENCE MARK 1 IS STAMPED LOOK NO 1 1957 AND IS ABOUT 3 FEET
 PW0516'BELOW THE STATION LEVEL.
 PW0516'
 PW0516'REFERENCE MARK 2 IS STAMPED LOOK NO 2 1957 AND IS ON THE
 PW0516'SAME LEVEL AS THE STATION.
 PW0516'
 PW0516'AZIMUTH MARK IS STAMPED LOOK 1957.  NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0318 ***********************************************************************
 OW0318  DESIGNATION -  LOOKOUT
 OW0318  PID         -  OW0318
 OW0318  STATE/COUNTY-  WY/FREMONT
 OW0318  USGS QUAD   -  CROW MOUNTAIN (1979)
 OW0318
 OW0318                         *CURRENT SURVEY CONTROL
 OW0318  ___________________________________________________________________
 OW0318* NAD 83(1993)-  43 34 01.93639(N)    109 16 24.66888(W)     ADJUSTED  
 OW0318* NAVD 88     -                                                        
 OW0318  ___________________________________________________________________
 OW0318  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 OW0318  GEOID HEIGHT-          -8.80  (meters)                     GEOID03
 OW0318
 OW0318  HORZ ORDER  -  THIRD
 OW0318
 OW0318.The horizontal coordinates were established by classical geodetic methods
 OW0318.and adjusted by the National Geodetic Survey in January 1997..
 OW0318
 OW0318
 OW0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0318
 OW0318.The geoid height was determined by GEOID03.
 OW0318
 OW0318;                    North         East     Units Scale Factor Converg.
 OW0318;SPC WYWC     -   340,798.443   557,709.115   MT  0.99995949   -0 21 38.9
 OW0318;UTM  12      - 4,825,252.995   639,422.369   MT  0.99983910   +1 11 24.3
 OW0318
 OW0318                          SUPERSEDED SURVEY CONTROL
 OW0318
 OW0318  NAD 83(1986)-  43 34 01.92180(N)    109 16 24.64936(W) AD(       ) 4
 OW0318  NAD 27      -  43 34 02.07000(N)    109 16 22.16000(W) AD(       ) 3
 OW0318
 OW0318.Superseded values are not recommended for survey control.
 OW0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0318.See file dsdata.txt to determine how the superseded data were derived.
 OW0318
 OW0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP3942225253(NAD 83)
 OW0318_MARKER: 73 = LOOKOUT HOUSE
 OW0318_MARK LOGO: USGS  
 OW0318
 OW0318  HISTORY     - Date     Condition        Report By
 OW0318  HISTORY     - 1936     FIRST OBSERVED   USGS
 OW0318
 OW0318                          STATION DESCRIPTION
 OW0318
 OW0318'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 OW0318'THE STATION IS THE UNFINISHED LOOKOUT CABIN AT THE SITE OF
 OW0318'TRIANGULATION STATION MUDDY (USGS) 1936.  THE NAME OF THE LOOKOUT
 OW0318'CABIN WAS NOT LEARNED AND SO WAS CALLED MUDDY LOOKOUT CABIN FROM
 OW0318'ITS LOCATION, WHICH IS ATOP WHAT IS KNOWN LOCALLY AS MONUMENT
 OW0318'PEAK AND LOCATED ABOUT 21 MILES EAST AND 9 MILES NORTH OF DUBOIS.
 OW0318'THE CABIN IS A SQUARE WOODEN STRUCTURE WITH A LOOKOUT CUPOLA AND
 OW0318'IS UNFINISHED AND UNUSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1302 ***********************************************************************
 MO1302  DESIGNATION -  LOOKOUT
 MO1302  PID         -  MO1302
 MO1302  STATE/COUNTY-  WY/ALBANY
 MO1302  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO1302
 MO1302                         *CURRENT SURVEY CONTROL
 MO1302  ___________________________________________________________________
 MO1302* NAD 83(1993)-  41 41 40.10852(N)    105 49 20.90915(W)     ADJUSTED  
 MO1302* NAVD 88     -      2234.87   (+/-2cm)    7332.2    (feet)  VERTCON   
 MO1302  ___________________________________________________________________
 MO1302  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 MO1302  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 MO1302
 MO1302  HORZ ORDER  -  FIRST
 MO1302  VERT ORDER  -  THIRD ? (See Below)
 MO1302
 MO1302.The horizontal coordinates were established by classical geodetic methods
 MO1302.and adjusted by the National Geodetic Survey in January 1997..
 MO1302
 MO1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1302.The vertical order pertains to the NGVD 29 superseded value.
 MO1302
 MO1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1302
 MO1302.The geoid height was determined by GEOID03.
 MO1302
 MO1302;                    North         East     Units Scale Factor Converg.
 MO1302;SPC WY E     -   132,852.846   145,409.940   MT  0.99997416   -0 26 10.4
 MO1302;UTM  13      - 4,616,181.750   431,559.464   MT  0.99965764   -0 32 49.5
 MO1302
 MO1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1302!SPC WY E     -   0.99965146  x   0.99997416  =   0.99962562
 MO1302!UTM  13      -   0.99965146  x   0.99965764  =   0.99930921
 MO1302
 MO1302|---------------------------------------------------------------------|
 MO1302| PID    Reference Object                     Distance      Geod. Az  |
 MO1302|                                                           dddmmss.s |
 MO1302| CP9879 LOOKOUT RM 1                         28.413 METERS 10607     |
 MO1302| MO1300 SALT LAKE OMAHA AWY SITE 35 BN      APPROX.16.5 KM 1444610.5 |
 MO1302| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.57.4 KM 1452644.8 |
 MO1302| MO1266 SALT LAKE OMAHA AWY SITE 36 BN      APPROX.31.5 KM 1510836.0 |
 MO1302| MO1257 LARAMIE UNIV OF WYO STACK           APPROX.46.6 KM 1543336.7 |
 MO1302| MO1256 LARAMIE POWERHOUSE STACK            APPROX.46.2 KM 1553659.9 |
 MO1302| CP9880 LOOKOUT RM 2 AZIMUTH                               2211547.8 |
 MO1302| CP9881 LOOKOUT RM 3                         28.710 METERS 25855     |
 MO1302| MO1307 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX. 7.7 KM 2800801.7 |
 MO1302| MO1306 ROCK RIVER WATER TANK               APPROX.14.1 KM 2915818.4 |
 MO1302|---------------------------------------------------------------------|
 MO1302
 MO1302                          SUPERSEDED SURVEY CONTROL
 MO1302
 MO1302  NAD 83(1986)-  41 41 40.09425(N)    105 49 20.90503(W) AD(       ) 1
 MO1302  NAD 27      -  41 41 40.20100(N)    105 49 18.90700(W) AD(       ) 1
 MO1302  NGVD 29 (07/19/86) 2233.80   (m)         7328.7    (f) LEVELING    3  
 MO1302
 MO1302.Superseded values are not recommended for survey control.
 MO1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1302.See file dsdata.txt to determine how the superseded data were derived.
 MO1302
 MO1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG3155916182(NAD 83)
 MO1302_MARKER: DS = TRIANGULATION STATION DISK
 MO1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1302
 MO1302  HISTORY     - Date     Condition        Report By
 MO1302  HISTORY     - 1933     MONUMENTED       CGS
 MO1302  HISTORY     - 1948     GOOD             CGS
 MO1302  HISTORY     - 1953     GOOD             USGS
 MO1302
 MO1302                          STATION DESCRIPTION
 MO1302
 MO1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO1302'ABOUT 9 MILES SOUTHEAST OF ROCK RIVER, 2 MILES NORTHWEST OF
 MO1302'LOOKOUT RAILROAD STATION, ON HIGHEST POINT, (NEAR WEST END) OF
 MO1302'BALD HILL IN LARAMIE PLAINS.  TO REACH FROM ROCK RIVER, FOLLOW
 MO1302'U.S. HIGHWAY 30 SOUTHEAST 8.9 MILES TO SUMMIT OF GRADE, GO
 MO1302'THROUGH WIRE GAP TO LEFT (NORTHEAST) OPPOSITE POST BEARING
 MO1302'SIGN F.A.P., 156 A AND F.A.P. 123 (STATION BEARS 27 DEG
 MO1302'MAGNETIC FROM THIS POINT), FOLLOW WAGON TRAIL NORTHEAST 1.2
 MO1302'MILES TO SUMMIT OF LOW RIDGE, TURN RIGHT (EAST) AT SUMMIT
 MO1302'OF RIDGE, AND FOLLOW UP VALLEY TO POINT NEAR ITS HEAD, TURN
 MO1302'LEFT AND GO TO HIGHEST POINT OF RIDGE AND STATION.  SURFACE
 MO1302'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 MO1302'CONCRETE.  REFERENCE MARKS ARE STANDARD
 MO1302'REFERENCE DISKS IN CONCRETE.  NO. 1 IS ON RIDGE, AND
 MO1302'28.42 METERS (93.2 FEET) FROM STATION S 73 DEG 53 MIN E.
 MO1302'NO. 2 IS IN VALLEY, AND APPROXIMATELY 1/2 MILE FROM STATION
 MO1302'S 41 DEG 16 MIN W.  NO 3 IS ON RIDGE, AND
 MO1302'28.71 METERS (94.2 FEET) FROM STATION S 78 DEG 55 MIN W.
 MO1302
 MO1302                          STATION RECOVERY (1948)
 MO1302
 MO1302'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1302'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD
 MO1302'CONDITION.
 MO1302'
 MO1302'STATION LOCATED ABOUT 9 MILES AIRLINE SOUTHEAST OF ROCK
 MO1302'RIVER, 2 MILES AIRLINE NORTHWEST OF LOOKOUT (RAILROAD STATION),
 MO1302'ON HIGHEST POINT AND NEAR WEST END OF A BALD HILL IN LARAMIE
 MO1302'PLAINS.  4 FEET NORTHEAST OF A WHITE WITNESS POST, PROJECTS
 MO1302'6 INCHES, AND STAMPED, LOOKOUT 1933.
 MO1302'
 MO1302'REFERENCE MARK NO. 1 IS ABOUT 12 INCHES LOWER THAN STATION,
 MO1302'PROJECTS 4 INCHES, AND STAMPED,
 MO1302'LOOKOUT NO 1 1933.
 MO1302'
 MO1302'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS LOCATED 3 PACES WEST
 MO1302'OF ROAD LEADING TO STATION, 3 FEET NORTH OF WHITE WITNESS
 MO1302'POST, PROJECTS 4 INCHES, AND STAMPED,
 MO1302'LOOKOUT NO 2 1933.
 MO1302'
 MO1302'REFERENCE MARK NO. 3 IS ABOUT 12 INCHES HIGHER THAN STATION,
 MO1302'PROJECTS 4 INCHES, AND STAMPED,
 MO1302'LOOKOUT NO 3 1933.
 MO1302'
 MO1302'TO REACH FROM ROCK RIVER, GO SOUTHEAST ON U.S. HIGHWAY 30
 MO1302'FOR 9.25 MILES TO A SIDE ROAD LEFT AND SIGN KITE RANCH.  TURN
 MO1302'LEFT AND GO NORTHWEST FOR 0.5 MILE TO REFERENCE MARK NO. 2
 MO1302'(AZIMUTH MARK) ON LEFT AS DESCRIBED ABOVE.  CONTINUE ON ROAD
 MO1302'FOR 0.5 MILE TO TOP OF SMALL RIDGE.  TURN RIGHT, LEAVING ROAD,
 MO1302'AND GO UP RIDGE FOR 0.4 MILE TO STATION AS DESCRIBED ABOVE.
 MO1302'A DRIVE STATION.
 MO1302'
 MO1302'OBSERVATIONS MADE FROM A 1.1 METER TRIPOD.
 MO1302
 MO1302                          STATION RECOVERY (1953)
 MO1302
 MO1302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MO1302'RECOVERED.
 MO1302'
 MO1302'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE, STAMPED
 MO1302'---LOOKOUT 1933---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0433 ***********************************************************************
 PX0433  DESIGNATION -  LOONE
 PX0433  PID         -  PX0433
 PX0433  STATE/COUNTY-  WY/PARK
 PX0433  USGS QUAD   -  CASTLE ROCK CREEK (1987)
 PX0433
 PX0433                         *CURRENT SURVEY CONTROL
 PX0433  ___________________________________________________________________
 PX0433* NAD 83(1993)-  44 28 32.86091(N)    109 17 32.68569(W)     ADJUSTED  
 PX0433* NAVD 88     -      1883.9    (meters)    6181.     (feet)  VERTCON   
 PX0433  ___________________________________________________________________
 PX0433  LAPLACE CORR-         -19.02  (seconds)                    DEFLEC99
 PX0433  GEOID HEIGHT-          -9.99  (meters)                     GEOID03
 PX0433
 PX0433  HORZ ORDER  -  THIRD
 PX0433
 PX0433.The horizontal coordinates were established by classical geodetic methods
 PX0433.and adjusted by the National Geodetic Survey in January 1997..
 PX0433
 PX0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0433
 PX0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0433
 PX0433.The geoid height was determined by GEOID03.
 PX0433
 PX0433;                    North         East     Units Scale Factor Converg.
 PX0433;SPC WYWC     -   441,757.952   556,846.997   MT  0.99996039   -0 22 48.1
 PX0433;UTM  12      - 4,926,138.562   635,805.901   MT  0.99982681   +1 11 47.5
 PX0433
 PX0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0433!SPC WYWC     -   0.99970626  x   0.99996039  =   0.99966666
 PX0433!UTM  12      -   0.99970626  x   0.99982681  =   0.99953312
 PX0433
 PX0433:                Primary Azimuth Mark                     Grid Az
 PX0433:SPC WYWC     -  SHOSHONE                                 109 15 04.5
 PX0433:UTM  12      -  SHOSHONE                                 107 40 28.9
 PX0433
 PX0433|---------------------------------------------------------------------|
 PX0433| PID    Reference Object                     Distance      Geod. Az  |
 PX0433|                                                           dddmmss.s |
 PX0433| PX0424 SHOSHONE                            APPROX. 4.1 KM 1085216.4 |
 PX0433|---------------------------------------------------------------------|
 PX0433
 PX0433                          SUPERSEDED SURVEY CONTROL
 PX0433
 PX0433  NAD 83(1986)-  44 28 32.84882(N)    109 17 32.67885(W) AD(       ) 3
 PX0433  NAD 27      -  44 28 32.99983(N)    109 17 30.11355(W) AD(       ) 3
 PX0433  NGVD 29 (07/19/86) 1882.8    (m)         6177.     (f) VERT ANG       
 PX0433
 PX0433.Superseded values are not recommended for survey control.
 PX0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0433.See file dsdata.txt to determine how the superseded data were derived.
 PX0433
 PX0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ3580626139(NAD 83)
 PX0433_MARKER: DD = SURVEY DISK
 PX0433_SETTING: 80 = SET IN A BOULDER
 PX0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0433+STABILITY: SURFACE MOTION
 PX0433
 PX0433  HISTORY     - Date     Condition        Report By
 PX0433  HISTORY     - 1948     MONUMENTED       USGS
 PX0433
 PX0433                          STATION DESCRIPTION
 PX0433
 PX0433'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0433'STATION IS LOCATED ABOUT 11 MI. SW. OF CODY, WYOMING, IN THE FOOTHILLS
 PX0433'ON THE S. SIDE OF THE SHOSHONE RIVER.  ABOUT 3600 FT. S. OF THE S.
 PX0433'SIDE OF THE BUFFALO BILL RESERVOIR -FORMERLY THE SHOSHONE RESERVOIR-
 PX0433'ABOUT 1800 FT. SW. OF E-W. TRAIL RD., ABOUT 2900 FT. SW. OF TRAIL RD.
 PX0433'AT SPRING, ABOUT 230 FT. NW. OF LONE TREE.
 PX0433'
 PX0433'TO REACH FROM POST OFFICE IN CODY, WYOMING, FOLOW U.S. HIGHWAY 20,
 PX0433'THE CODY E. ENTRANCE RD. TOWARD YELLOWSTONE PARK FOR ABOUT 20.8 MI. TO
 PX0433'A RD. JUNCTION LEADING E. ALONG THE S.SIDE OF THE SHOSHONE RIVER.
 PX0433'THIS JUNCTION IS OPPOSITE THE WAPITI LODGE AND POST OFFICE.  TURN E.
 PX0433'AND FOLLOW MAIN TRAIL FOR ABOUT 9.4 MI. TO SPRING ON THE S. SIDE OF
 PX0433'RD. LEAVE TRUCK AND CLIMB ABOUT 2900 FT. SW. TO TOP OF RIDGE
 PX0433'PROJECTING N. FROM HIGH E-W. RIDGE KNOWN AS SHEEP MOUNTAIN.  STATION
 PX0433'IS LOCATED ON HIGHEST NORTHERNMOST POINT OF RIDGE, ON THE SE. SIDE OF
 PX0433'SMALL PATCH OF TIMBER.
 PX0433'
 PX0433'STATION MARK - STANDARD GEOLOGICAL TABLET STAMPED ---LOONE 1948--- AND
 PX0433'CEMENTED IN TOP OF EMBEDDED BOULDER.
 PX0433'
 PX0433'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET STAMPED ---LOONE
 PX0433'NO.1--- CEMENTED IN TOP OF EMBEDDED BOULDER 21.25 FT. NW. OF STATION,
 PX0433'S 38 DEG 58 MIN E.
 PX0433'
 PX0433'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET STAMPED ---LOONE
 PX0433'NO.2--- CEMENTED IN TOP OF EMBEDDED BOULDER 21.11 FT. NE. OF STATION,
 PX0433'S 52 DEG 25 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0381 ***********************************************************************
 NR0381  DESIGNATION -  LOST
 NR0381  PID         -  NR0381
 NR0381  STATE/COUNTY-  WY/CARBON
 NR0381  USGS QUAD   -  BEAVER CREEK (1982)
 NR0381
 NR0381                         *CURRENT SURVEY CONTROL
 NR0381  ___________________________________________________________________
 NR0381* NAD 83(1993)-  42 11 06.97642(N)    106 41 36.80635(W)     ADJUSTED  
 NR0381* NAVD 88     -      2500.7    (meters)    8204.     (feet)  VERTCON   
 NR0381  ___________________________________________________________________
 NR0381  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 NR0381  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 NR0381
 NR0381  HORZ ORDER  -  THIRD
 NR0381
 NR0381.The horizontal coordinates were established by classical geodetic methods
 NR0381.and adjusted by the National Geodetic Survey in January 1997..
 NR0381
 NR0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0381
 NR0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0381
 NR0381.The geoid height was determined by GEOID03.
 NR0381
 NR0381;                    North         East     Units Scale Factor Converg.
 NR0381;SPC WYEC     -   287,353.593   452,848.702   MT  0.99997185   +0 25 46.7
 NR0381;UTM  13      - 4,671,735.186   360,149.159   MT  0.99984065   -1 08 14.9
 NR0381
 NR0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0381!SPC WYEC     -   0.99960998  x   0.99997185  =   0.99958185
 NR0381!UTM  13      -   0.99960998  x   0.99984065  =   0.99945070
 NR0381
 NR0381:                Primary Azimuth Mark                     Grid Az
 NR0381:SPC WYEC     -  SAGE                                     326 44 54.8
 NR0381:UTM  13      -  SAGE                                     328 18 56.4
 NR0381
 NR0381|---------------------------------------------------------------------|
 NR0381| PID    Reference Object                     Distance      Geod. Az  |
 NR0381|                                                           dddmmss.s |
 NR0381| NR0382 SAGE                                APPROX. 8.1 KM 3271041.5 |
 NR0381|---------------------------------------------------------------------|
 NR0381
 NR0381                          SUPERSEDED SURVEY CONTROL
 NR0381
 NR0381  NAD 83(1986)-  42 11 06.96505(N)    106 41 36.79657(W) AD(       ) 3
 NR0381  NAD 27      -  42 11 07.10589(N)    106 41 34.66161(W) AD(       ) 3
 NR0381  NGVD 29 (07/19/86) 2499.5    (m)         8200.     (f) VERT ANG       
 NR0381
 NR0381.Superseded values are not recommended for survey control.
 NR0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0381.See file dsdata.txt to determine how the superseded data were derived.
 NR0381
 NR0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG6014971735(NAD 83)
 NR0381_MARKER: DD = SURVEY DISK
 NR0381_SETTING: 66 = SET IN ROCK OUTCROP
 NR0381_SP_SET: SET IN ROCK OUTCROP
 NR0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0381+STABILITY: POSITION/ELEVATION WELL
 NR0381
 NR0381  HISTORY     - Date     Condition        Report By
 NR0381  HISTORY     - 1951     MONUMENTED       USGS
 NR0381
 NR0381                          STATION DESCRIPTION
 NR0381
 NR0381'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0381'STATION LOCATED ABOUT 8 MI. E. AND 2 MI. N. OF MAIN CAMP AT KORTES DAM
 NR0381'WYOMING.
 NR0381'
 NR0381'TO REACH STATION FROM CAMP OFFICE AT KORTES DAM, GO N. ON MAIN RD. 1.3
 NR0381'MI. TURN RIGHT ON RD. TO LEO, GO 1.8 MI., THEN TAKE RIGHT FORK FOR
 NR0381'2.4 MI. TURN RIGHT S. ON HANNA RD. AND GO 2.5 MI. TO TOP OF HILL,
 NR0381'THENCE LEFT THROUGH A WOODEN GATE AND UP THE MAIN TRAIL. 1.4 MI. TO A
 NR0381'FORK.
 NR0381'
 NR0381'TAKE RIGHT FORK AND CONTINUE 1.3 MI., TAKE RIGHT FORK THEN 0.5 MI. AND
 NR0381'AGAIN TAKE RIGHT FORK 0.3 MI. TO GATE.  GO THROUGH GATE 0.5 MI., TAKE
 NR0381'LEFT FORK FOR 1.0 MI., THEN TURN LEFT N. OFF RD. AND GO THROUGH GATE
 NR0381'IN FENCE.  TURN RIGHT AND FOLLOW FENCE 0.6 MI., TURN LEFT AND GO 0.1
 NR0381'MI. TO TOP OF HILL AND STATION.
 NR0381'
 NR0381'STATION MARK - STANDARD TABLET CEMENTED IN ROCK AND STAMPED ---LOST
 NR0381'1951.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0160 ***********************************************************************
 NS0160  DESIGNATION -  LOST
 NS0160  PID         -  NS0160
 NS0160  STATE/COUNTY-  WY/FREMONT
 NS0160  USGS QUAD   -  SWEETWATER STATION (1953)
 NS0160
 NS0160                         *CURRENT SURVEY CONTROL
 NS0160  ___________________________________________________________________
 NS0160* NAD 83(1993)-  42 35 30.91605(N)    108 13 38.13567(W)     ADJUSTED  
 NS0160* NAVD 88     -      2055.1    (meters)    6742.     (feet)  VERTCON   
 NS0160  ___________________________________________________________________
 NS0160  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 NS0160  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NS0160
 NS0160  HORZ ORDER  -  THIRD
 NS0160
 NS0160.The horizontal coordinates were established by classical geodetic methods
 NS0160.and adjusted by the National Geodetic Survey in January 1997..
 NS0160
 NS0160.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0160
 NS0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0160
 NS0160.The geoid height was determined by GEOID03.
 NS0160
 NS0160;                    North         East     Units Scale Factor Converg.
 NS0160;SPC WYWC     -   232,456.090   642,903.095   MT  0.99996014   +0 21 13.6
 NS0160;UTM  12      - 4,719,226.925   727,498.934   MT  1.00023681   +1 52 38.3
 NS0160
 NS0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0160!SPC WYWC     -   0.99967979  x   0.99996014  =   0.99963994
 NS0160!UTM  12      -   0.99967979  x   1.00023681  =   0.99991652
 NS0160
 NS0160:                Primary Azimuth Mark                     Grid Az
 NS0160:SPC WYWC     -  HIGHWAY                                  202 44 51.6
 NS0160:UTM  12      -  HIGHWAY                                  201 13 26.9
 NS0160
 NS0160|---------------------------------------------------------------------|
 NS0160| PID    Reference Object                     Distance      Geod. Az  |
 NS0160|                                                           dddmmss.s |
 NS0160| NS0162 HIGHWAY                             APPROX. 4.2 KM 2030605.2 |
 NS0160|---------------------------------------------------------------------|
 NS0160
 NS0160                          SUPERSEDED SURVEY CONTROL
 NS0160
 NS0160  NAD 83(1986)-  42 35 30.90152(N)    108 13 38.13705(W) AD(       ) 3
 NS0160  NAD 27      -  42 35 31.05189(N)    108 13 35.78686(W) AD(       ) 3
 NS0160  NGVD 29 (07/19/86) 2054.0    (m)         6739.     (f) VERT ANG       
 NS0160
 NS0160.Superseded values are not recommended for survey control.
 NS0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0160.See file dsdata.txt to determine how the superseded data were derived.
 NS0160
 NS0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2749919227(NAD 83)
 NS0160_MARKER: DD = SURVEY DISK
 NS0160_SETTING: 0 = UNSPECIFIED SETTING
 NS0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0160
 NS0160  HISTORY     - Date     Condition        Report By
 NS0160  HISTORY     - 1951     MONUMENTED       USGS
 NS0160
 NS0160                          STATION DESCRIPTION
 NS0160
 NS0160'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0160'STATION IS ABOUT 5 MI. -AIR- FROM BRIDGE OVER THE SWEETWATER RIVER ON
 NS0160'U.S. HIGHWAY 287.  STATION IS ON LOW RIDGE ON W. SIDE OF N-S. DRAIN.
 NS0160'
 NS0160'TO REACH STATION FROM THE BRIDGE OVER THE SWEETWATER RIVER ON U.S.
 NS0160'HIGHWAY 287, GO 5.2 MI. NW. OF U.S. HIGHWAY 287 TO DIRT RD. RIGHT.
 NS0160'TURN RIGHT AND GO 0.9 MI. TO DIM T-RD. RIGHT.
 NS0160'TAKE DIM RD. FOR 0.3 MI. TO CROSS-RDS. TURN RIGHT AND CONTINUE FOR 0.5
 NS0160'MI. TO POINT WHERE E-W. DRAIN CROSSES RD.  TURN OFF RD. AND GO ABOUT
 NS0160'500 FT. TO JUNCTION OF E-W. AND N-S. DRAINS.  CROSS N-S. DRAIN AND
 NS0160'CONTINUE APPROXIMATELY 500 FT. TO TOP OF RIDGE ON N. SIDE OF N-S.
 NS0160'DRAIN.  TURN LEFT AND GO N. ALONG RIDGE FOR ABOUT 600 FT. TO STATION.
 NS0160'RIDGE IS HIGHER TO THE N. OF STATION.
 NS0160'
 NS0160'STATION MARK - STANDARD BRONZE TABLET SET IN CONCRETE POST.
 NS0160'
 NS0160'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0290 ***********************************************************************
 NS0290  DESIGNATION -  LOST
 NS0290  PID         -  NS0290
 NS0290  STATE/COUNTY-  WY/SUBLETTE
 NS0290  USGS QUAD   -  PROSPECT MOUNTAINS (1986)
 NS0290
 NS0290                         *CURRENT SURVEY CONTROL
 NS0290  ___________________________________________________________________
 NS0290* NAD 83(1993)-  42 22 58.44512(N)    109 10 35.41106(W)     ADJUSTED  
 NS0290* NAVD 88     -      2341.8    (meters)    7683.     (feet)  VERTCON   
 NS0290  ___________________________________________________________________
 NS0290  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 NS0290  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 NS0290
 NS0290  HORZ ORDER  -  THIRD
 NS0290
 NS0290.The horizontal coordinates were established by classical geodetic methods
 NS0290.and adjusted by the National Geodetic Survey in January 1997..
 NS0290
 NS0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0290
 NS0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0290
 NS0290.The geoid height was determined by GEOID03.
 NS0290
 NS0290;                    North         East     Units Scale Factor Converg.
 NS0290;SPC WY W     -   309,504.966   874,675.105   MT  1.00000609   +0 36 40.7
 NS0290;UTM  12      - 4,693,901.236   650,111.304   MT  0.99987725   +1 13 45.9
 NS0290
 NS0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0290!SPC WY W     -   0.99963484  x   1.00000609  =   0.99964093
 NS0290!UTM  12      -   0.99963484  x   0.99987725  =   0.99951214
 NS0290
 NS0290:                Primary Azimuth Mark                     Grid Az
 NS0290:SPC WY W     -  OUTCROP                                  024 15 15.2
 NS0290:UTM  12      -  OUTCROP                                  023 38 10.0
 NS0290
 NS0290|---------------------------------------------------------------------|
 NS0290| PID    Reference Object                     Distance      Geod. Az  |
 NS0290|                                                           dddmmss.s |
 NS0290| NS0288 OUTCROP                             APPROX.10.1 KM 0245155.9 |
 NS0290|---------------------------------------------------------------------|
 NS0290
 NS0290                          SUPERSEDED SURVEY CONTROL
 NS0290
 NS0290  NAD 83(1986)-  42 22 58.42761(N)    109 10 35.40872(W) AD(       ) 3
 NS0290  NAD 27      -  42 22 58.58975(N)    109 10 32.96917(W) AD(       ) 3
 NS0290  NGVD 29 (07/19/86) 2340.5    (m)         7679.     (f) VERT ANG       
 NS0290
 NS0290.Superseded values are not recommended for survey control.
 NS0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0290.See file dsdata.txt to determine how the superseded data were derived.
 NS0290
 NS0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM5011193901(NAD 83)
 NS0290_MARKER: A = ALUMINUM MARKER
 NS0290_SETTING: 66 = SET IN ROCK OUTCROP
 NS0290_SP_SET: SET IN BEDROCK
 NS0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0290+STABILITY: POSITION/ELEVATION WELL
 NS0290
 NS0290  HISTORY     - Date     Condition        Report By
 NS0290  HISTORY     - 1957     MONUMENTED       USGS
 NS0290
 NS0290                          STATION DESCRIPTION
 NS0290
 NS0290'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NS0290'STATION LOCATED ON A HIGH CONGLOMERATE RIDGE IN AIRLINE MILES, APPROX.
 NS0290'24 MI. N-NW. OF FARSON, 10 MI. SSE. OF LEONARD HAY RANCH, 13 MI. N. OF
 NS0290'U.S. HWY. 187 AND 5 MI. SE. OF ELKHORN.  STATION SITE OVERLOOKS
 NS0290'ESCARPMENTS TO N. AND IS ABOUT 10 FT.S. OF EDGE, REACHED BY
 NS0290'HELICOPTER.
 NS0290'
 NS0290'STATION MARK - STANDARD ALUMINUM TABLET SET FLUSH IN BEDROCK, STAMPED
 NS0290'---LOST 1957 7682.---
 NS0290'
 NS0290'REFERENCE MARKS - NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0561 ***********************************************************************
 PW0561  DESIGNATION -  LOST
 PW0561  PID         -  PW0561
 PW0561  STATE/COUNTY-  WY/BIG HORN
 PW0561  USGS QUAD   -  BEAR CREEK RANCH (1993)
 PW0561
 PW0561                         *CURRENT SURVEY CONTROL
 PW0561  ___________________________________________________________________
 PW0561* NAD 83(1993)-  44 38 06.61365(N)    107 53 35.10737(W)     ADJUSTED  
 PW0561* NAVD 88     -      1711.2    (meters)    5614.     (feet)  VERTCON   
 PW0561  ___________________________________________________________________
 PW0561  LAPLACE CORR-          17.09  (seconds)                    DEFLEC99
 PW0561  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 PW0561
 PW0561  HORZ ORDER  -  FIRST
 PW0561
 PW0561.The horizontal coordinates were established by classical geodetic methods
 PW0561.and adjusted by the National Geodetic Survey in January 1997..
 PW0561
 PW0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0561
 PW0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0561
 PW0561.The geoid height was determined by GEOID03.
 PW0561
 PW0561;                    North         East     Units Scale Factor Converg.
 PW0561;SPC WYEC     -   559,476.483   355,588.908   MT  0.99996175   -0 23 35.8
 PW0561;UTM  13      - 4,946,495.787   270,536.877   MT  1.00024754   -2 02 00.7
 PW0561
 PW0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0561!SPC WYEC     -   0.99973349  x   0.99996175  =   0.99969525
 PW0561!UTM  13      -   0.99973349  x   1.00024754  =   0.99998096
 PW0561
 PW0561|---------------------------------------------------------------------|
 PW0561| PID    Reference Object                     Distance      Geod. Az  |
 PW0561|                                                           dddmmss.s |
 PW0561| CQ6107 LOST RM 1                            10.390 METERS 02008     |
 PW0561| CQ6108 LOST RM 2                             9.312 METERS 11824     |
 PW0561| CQ6106 LOST AZ MK                                         1514111.5 |
 PW0561|---------------------------------------------------------------------|
 PW0561
 PW0561                          SUPERSEDED SURVEY CONTROL
 PW0561
 PW0561  NAD 83(1986)-  44 38 06.60374(N)    107 53 35.10166(W) AD(       ) 1
 PW0561  NAD 27      -  44 38 06.75170(N)    107 53 32.74900(W) AD(       ) 1
 PW0561  NGVD 29 (07/19/86) 1710.4    (m)         5612.     (f) VERT ANG       
 PW0561
 PW0561.Superseded values are not recommended for survey control.
 PW0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0561.See file dsdata.txt to determine how the superseded data were derived.
 PW0561
 PW0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK7053746496(NAD 83)
 PW0561_MARKER: DS = TRIANGULATION STATION DISK
 PW0561_SETTING: 0 = UNSPECIFIED SETTING
 PW0561
 PW0561  HISTORY     - Date     Condition        Report By
 PW0561  HISTORY     - 1957     MONUMENTED       CGS
 PW0561
 PW0561                          STATION DESCRIPTION
 PW0561
 PW0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0561'STATION IS LOCATED ON THE HIGHEST POINT OF A LOCALLY PROMINENT
 PW0561'BUTTE, ABOUT 9 MILES NORTH AND 8-1/4 MILES EAST OF GREYBULL,
 PW0561'8-3/4 MILES NORTHWEST OF SHELL AND ABOUT 1-1/4 MILES WEST OF
 PW0561'BEAVER CREEK.
 PW0561'
 PW0561'STATION IS REACHED FROM THE FIRST NATIONAL BANK IN GREYBULL
 PW0561'BY GOING EAST ON U.S. HIGHWAY 14 7.0 MILES TO A SCHOOLHOUSE
 PW0561'ON THE LEFT, CONTINUE ON HIGHWAY FOR 0.6 MILE TO A SIDE ROAD LEFT,
 PW0561'TURN LEFT 0.3 MILE TO A FORK, TAKE LEFT FORK 0.95 MILE TO A
 PW0561'T-INTERSECTION A SHORT DISTANCE BEYOND WHERE THE ROAD CROSSES
 PW0561'IRRIGATION CANAL, TURN RIGHT AND FOLLOW GRADED DIRT ROAD
 PW0561'NORTHEASTERLY 2.2 MILES TO A FORK, TAKE LEFT FORK 2.55 MILES TO A
 PW0561'FORK, TAKE RIGHT FORK 0.4 MILE TO WHERE ROAD CROSSES A DEEP
 PW0561'FILL, CONTINUE NORTHEASTERLY ON MAIN ROAD 0.2 MILE TO A TRACK
 PW0561'ROAD LEFT IMMEDIATELY BEYOND TOP OF RIDGE, TURN LEFT ON TRACK ROAD
 PW0561'NORTHWESTERLY ALONG RIDGE 0.1 MILE TO A FORK, TAKE RIGHT
 PW0561'FORK, LEAST TRAVELED ROAD, ALONG RIDGE 0.95 MILE TO THE
 PW0561'AZIMUTH MARK ON THE LEFT, CONTINUE 1.0 MILE TO THE END OF
 PW0561'THE ROAD AT SOUTHEAST BASE OF STATION HILL, THIS IS THE END
 PW0561'OF TRUCK TRAVEL FOR CONVENTIONAL TRUCKS.  TURN LEFT AND GO
 PW0561'NORTHWESTERLY UP STEEP GRADE ABOUT 0.1 MILE TO HIGHEST POINT
 PW0561'AND STATION, (ABOUT A 15 MINUTE PACK).  A 4-WHEEL DRIVE
 PW0561'TRUCK CAN BE DRIVEN TO THE STATION.
 PW0561'
 PW0561'STATION AND REFERENCE MARKS ARE STANDARD DISKS BRAZED TO THE
 PW0561'TOP OF 4 INCH IRON PIPES.
 PW0561'
 PW0561'STATION MARK IS STAMPED LOST 1957 AND PROJECTS 10 INCHES.
 PW0561'IT IS 4 FEET SOUTH-SOUTHEAST OF A 4 FOOT CAIRN.
 PW0561'
 PW0561'REFERENCE MARK 1 IS STAMPED LOST NO 1 1957 AND PROJECTS 6 INCHES.
 PW0561'IT IS 31 FEET NORTH-NORTHEAST OF THE CAIRN.
 PW0561'
 PW0561'REFERENCE MARK 2 IS STAMPED LOST NO 2 1957 AND PROJECTS 6 INCHES.
 PW0561'IT IS 34 FEET EAST OF THE CAIRN.
 PW0561'
 PW0561'AZIMUTH MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 PW0561'OUTCROPPING BEDROCK, MEASURING ABOUT 3 FEET BY 5 FEET AND IS
 PW0561'STAMPED LOST 1957.  IT PROJECTS 1 INCH AND IS 21 FEET WEST
 PW0561'OF THE CENTER OF THE TRACK ROAD.  A 4 IN X 4 IN WHITE WITNESS
 PW0561'POST WAS SET 3 FEET SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0275 ***********************************************************************
 OW0275  DESIGNATION -  LOST WELL
 OW0275  PID         -  OW0275
 OW0275  STATE/COUNTY-  WY/FREMONT
 OW0275  USGS QUAD   -  LOST WELLS BUTTE (1978)
 OW0275
 OW0275                         *CURRENT SURVEY CONTROL
 OW0275  ___________________________________________________________________
 OW0275* NAD 83(1993)-  43 10 42.38645(N)    108 25 23.46462(W)     ADJUSTED  
 OW0275* NAVD 88     -      1731.9    (meters)    5682.     (feet)  VERTCON   
 OW0275  ___________________________________________________________________
 OW0275  LAPLACE CORR-          -7.68  (seconds)                    DEFLEC99
 OW0275  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 OW0275
 OW0275  HORZ ORDER  -  SECOND
 OW0275
 OW0275.The horizontal coordinates were established by classical geodetic methods
 OW0275.and adjusted by the National Geodetic Survey in January 1997..
 OW0275
 OW0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0275
 OW0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0275
 OW0275.The geoid height was determined by GEOID03.
 OW0275
 OW0275;                    North         East     Units Scale Factor Converg.
 OW0275;SPC WYWC     -   297,528.166   626,569.946   MT  0.99994618   +0 13 25.1
 OW0275;UTM  12      - 4,783,854.278   709,427.765   MT  1.00013957   +1 45 50.0
 OW0275
 OW0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0275!SPC WYWC     -   0.99973067  x   0.99994618  =   0.99967686
 OW0275!UTM  12      -   0.99973067  x   1.00013957  =   0.99987020
 OW0275
 OW0275|---------------------------------------------------------------------|
 OW0275| PID    Reference Object                     Distance      Geod. Az  |
 OW0275|                                                           dddmmss.s |
 OW0275| OW0273 RED WHITE FLAG NEAR LOST WELL       118.059 METERS 05645     |
 OW0275| CP5720 LOST WELL RM 1                       10.026 METERS 06447     |
 OW0275| CP5721 LOST WELL RM 2                        6.890 METERS 13754     |
 OW0275| CP5719 LOST WELL AZ MK                                    1745244.5 |
 OW0275|---------------------------------------------------------------------|
 OW0275
 OW0275                          SUPERSEDED SURVEY CONTROL
 OW0275
 OW0275  NAD 83(1986)-  43 10 42.37297(N)    108 25 23.47014(W) AD(       ) 2
 OW0275  NAD 27      -  43 10 42.52400(N)    108 25 21.08900(W) AD(       ) 2
 OW0275  NGVD 29 (11/06/89) 1730.9    (m)         5679.     (f) VERT ANG       
 OW0275
 OW0275.Superseded values are not recommended for survey control.
 OW0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0275.See file dsdata.txt to determine how the superseded data were derived.
 OW0275
 OW0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0942883854(NAD 83)
 OW0275_MARKER: DS = TRIANGULATION STATION DISK
 OW0275_SETTING: 0 = UNSPECIFIED SETTING
 OW0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0275
 OW0275  HISTORY     - Date     Condition        Report By
 OW0275  HISTORY     - 1936     MONUMENTED       CGS
 OW0275
 OW0275                          STATION DESCRIPTION
 OW0275
 OW0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0275'ABOUT 16 MILES SOUTHWEST OF SHOSHONI, ABOUT 11 MILES NORTH-NORTHWEST
 OW0275'OF RIVERTON, ON HIGHEST POINT OF LOST WELL BUTTE, HIGH AND
 OW0275'PROMINENT BUTTE LYING AT NORTHEAST END OF HIGH MESA DIVIDE
 OW0275'ON SOUTH SIDE OF MAVERICK CREEK AND ON NORTH SIDE OF PARADISE
 OW0275'VALLEY.  BUTTE IS VERY PROMINENT FROM NORTH AND EAST.  BEST
 OW0275'REACHED FROM RIVERTON BY FOLLOWING MAIN HIGHWAY WEST TOWARDS
 OW0275'DIVERSION DAM ABOUT 7 MILES FROM HIGHWAY JUNCTION TO Y
 OW0275'INTERSECTION AND LARGE SIGN PARADISE VALLEY.  TURN RIGHT OFF
 OW0275'HIGHWAY AND FOLLOW MAIN-GRADED ROAD NORTH AND EAST 8.0
 OW0275'MILES TO POINT WHERE HIGHWAY TURNS RIGHT (EAST) AT LARGE
 OW0275'TAR-PAPER HOUSE.  CONTINUE STRAIGHT AHEAD NORTH 0.3 MILE ON
 OW0275'DIRT GRADE TO SEVERAL DITCH AND ROAD FORKS.  CONTINUE
 OW0275'STRAIGHT AHEAD NORTH ON MAIN ROAD ALONG MAIN DITCH 0.4
 OW0275'MILE.  JUST AFTER CROSSING WASH IN CREEK, AT TOP OF NORTH
 OW0275'BANK, TURN LEFT OFF ROAD AND GO WEST ACROSS HEAD OF LARGE
 OW0275'DITCH SIPHON.  THEN FOLLOW DIM TRACK ROAD NORTH 0.8 MILE TO
 OW0275'SOUTH BASE OF BUTTE.  FROM HERE PACK NORTHEAST TO BREAK IN
 OW0275'MIDDLE OF RIM, TURN RIGHT AT TOP AND GO 100 FEET TO
 OW0275'STATION.  STATION MARK IS STANDARD DISK WELDED TO 3-FOOT IRON
 OW0275'PIPE SET IN CONCRETE.  REFERENCE MARKS ARE STANDARD DISKS
 OW0275'WELDED TO 3-FOOT IRON PIPE SET IN CONCRETE.  NO. 1 IS 10.026
 OW0275'METERS (32.89 FEET) NORTHEAST OF STATION N 64 DEG 47 MIN E.
 OW0275'NO. 2 IS 6.896 METERS (22.60 FEET) SOUTHEAST S 42 DEG 06 MIN E.
 OW0275'AZIMUTH MARK IS STANDARD DISK IN CONCRETE,
 OW0275'ABOUT 200 FEET NORTHEAST OF TAR-PAPER HOUSE, ON
 OW0275'EAST SIDE OF ROAD TO STATION, 15 FEET WEST OF TELEPHONE POLE,
 OW0275'AND 1.2 MILES SOUTH OF STATION S 05 DEG 07 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0644 ***********************************************************************
 MP0644  DESIGNATION -  LOVE
 MP0644  PID         -  MP0644
 MP0644  STATE/COUNTY-  WY/CARBON
 MP0644  USGS QUAD   -  FLETCHER PEAK (1983)
 MP0644
 MP0644                         *CURRENT SURVEY CONTROL
 MP0644  ___________________________________________________________________
 MP0644* NAD 83(1993)-  41 00 22.10987(N)    107 00 55.57759(W)     ADJUSTED  
 MP0644* NAVD 88     -      2486.     (meters)    8156.     (feet)  SCALED    
 MP0644  ___________________________________________________________________
 MP0644  LAPLACE CORR-          12.25  (seconds)                    DEFLEC99
 MP0644  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 MP0644
 MP0644  HORZ ORDER  -  THIRD
 MP0644
 MP0644.The horizontal coordinates were established by classical geodetic methods
 MP0644.and adjusted by the National Geodetic Survey in January 1997..
 MP0644
 MP0644.The orthometric height was scaled from a topographic map.
 MP0644
 MP0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0644
 MP0644.The geoid height was determined by GEOID03.
 MP0644
 MP0644;                    North         East     Units Scale Factor Converg.
 MP0644;SPC WYEC     -   156,251.757   426,742.029   MT  0.99994630   +0 12 30.9
 MP0644;SPC CO N     -   491,633.891   786,912.617   MT  1.00004376   -0 58 45.0
 MP0644;SPC CO N     - 1,612,968.86  2,581,729.14   sFT  1.00004376   -0 58 45.0
 MP0644;UTM  13      - 4,541,395.232   330,509.367   MT  0.99995358   -1 19 21.8
 MP0644
 MP0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0644!SPC WYEC     -   0.99961194  x   0.99994630  =   0.99955826
 MP0644!SPC CO N     -   0.99961194  x   1.00004376  =   0.99965569
 MP0644!UTM  13      -   0.99961194  x   0.99995358  =   0.99956554
 MP0644
 MP0644|---------------------------------------------------------------------|
 MP0644| PID    Reference Object                     Distance      Geod. Az  |
 MP0644|                                                           dddmmss.s |
 MP0644| CP5723 LOVE RM 1                             6.893 METERS 07807     |
 MP0644| CP5722 LOVE AZ MK                                         1541306.4 |
 MP0644| CP5724 LOVE RM 2                             7.389 METERS 18253     |
 MP0644|---------------------------------------------------------------------|
 MP0644
 MP0644                          SUPERSEDED SURVEY CONTROL
 MP0644
 MP0644  NAD 83(1993)-  41 00 22.10578(N)    107 00 55.58529(W) AD(       ) 3
 MP0644  NAD 83(1986)-  41 00 22.10477(N)    107 00 55.57769(W) AD(       ) 3
 MP0644  NAD 27      -  41 00 22.22900(N)    107 00 53.38900(W) AD(       ) 3
 MP0644
 MP0644.Superseded values are not recommended for survey control.
 MP0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0644.See file dsdata.txt to determine how the superseded data were derived.
 MP0644
 MP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF3050941395(NAD 83)
 MP0644_MARKER: DS = TRIANGULATION STATION DISK
 MP0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0644
 MP0644  HISTORY     - Date     Condition        Report By
 MP0644  HISTORY     - 1937     MONUMENTED       CGS
 MP0644  HISTORY     - 1948     GOOD             CGS
 MP0644
 MP0644                          STATION DESCRIPTION
 MP0644
 MP0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0644'STATION IS ABOUT 28 MILES E OF DIXON, WYOMING, ABOUT 12 MILES
 MP0644'E OF SADDLE POCKET RANCH, AND ABOUT 2-1/2 MILES NE BY E OF
 MP0644'THE THREE FORKS RANCH, ON THE HIGHEST POINT OF A THICKLY WOODED
 MP0644'RIDGE ABOUT 1/4 MILE N OF THE WYOMING-COLORADO STATE LINE.
 MP0644'
 MP0644'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MP0644'DISKS SET IN 10-INCH SQUARE CONCRETE BLOCKS.  AZIMUTH MARK
 MP0644'IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN OUTCROPPING
 MP0644'BEDROCK.
 MP0644'
 MP0644'STATION MARK PROJECTS ABOUT 1 FOOT ABOVE GROUND.
 MP0644'
 MP0644'REFERENCE MARK NO. 1 IS 22.62 FEET E OF STATION AND ABOUT 1
 MP0644'FOOT LOWER, AND PROJECTS ABOUT 1 FOOT ABOVE GROUND.
 MP0644'
 MP0644'REFERENCE MARK NO. 2 IS 24.24 FEET S OF STATION AND ABOUT SAME
 MP0644'ELEVATION AS STATION, AND PROJECTS ABOUT 1 FOOT ABOVE GROUND.
 MP0644'
 MP0644'AZIMUTH MARK IS APPROXIMATELY 1/5 MILE SE OF STATION AND
 MP0644'SLIGHTLY LOWER.  IT IS IN A CLEARING SEEN FROM THE STATION
 MP0644'ALONG THE CONTINUATION OF THE ROAD TO THE STATION.  THE BEDROCK
 MP0644'IS ABOUT 15 FEET (PACED) N OF THE EDGE OF ASPEN THICKET AT
 MP0644'S SIDE OF CLEARING.
 MP0644'
 MP0644'TO REACH STATION FROM DIXON, COLORADO, GO E ON MAIN-TRAVELED
 MP0644'ROAD ALONG LITTLE SNAKE RIVER VALLEY 18.2 MILES TO SADDLE
 MP0644'POCKET RANCH, CONTINUE ON SAME ROAD E 5.1 MILES TO STEEL BRIDGE
 MP0644'OVER RIVER, CONTINUE E ON MAIN-TRAVELED ROAD 5.6 MILES TO FORK
 MP0644'AND LARGE CONOCO SIGN COLUMBINE MERC. CO.  TAKE LEFT FORK DOWN
 MP0644'HILL 0.3 MILE TO THREE FORKS RANCH BUILDINGS.  TURN RIGHT,
 MP0644'AWAY FROM BUILDINGS AND UP HILL 0.1 MILE TO FORK AND SIGN
 MP0644'WEST FORK 6 MILES.  TAKE LEFT FORK 0.1 MILE TO WIRE GATE.
 MP0644'CONTINUE 0.2 MILE TO BRIDGE IN DRAW.  CONTINUE N UP RIDGE 1.2
 MP0644'MILES TO SIGN MEDICINE BOW NATL FOREST.  CONTINUE 0.55 MILE
 MP0644'TO CABINS IN DRAW, AND TRIANGLE BLAZE ON ASPEN ABOUT 100
 MP0644'FEET SE OF EASTERLY CABIN.  TURN RIGHT ON DIM TRACK ROAD
 MP0644'THROUGH BRUSH AND ASPEN THICKET 0.15 MILE TO TOP OF SLOPE,
 MP0644'TURN SHARP LEFT AT TRIANGLE BLAZE AND ARROW ON ASPEN AND
 MP0644'FOLLOW SAME DIM TRAIL THROUGH ASPENS E AND SE UP RIDGE
 MP0644'0.3 MILE TO CLEARING IN TIMBER.  TURN RIGHT AT ARROWS ON ASPEN
 MP0644'TREES JUST BEFORE ENTERING CLEARING AND FOLLOW DIM TRAIL
 MP0644'ROAD UP RIDGE 0.25 MILE TO TOP OF RIDGE AND STATION IN
 MP0644'EDGE OF ROAD.  LINES ARE CLEARED AT THIS POINT TO SE, WSW,
 MP0644'WNW, AND NW TOWARD OTHER STATIONS.  A CLEARING IN THE
 MP0644'TIMBER CAN BE SEEN ABOUT 95 YARDS (PACED DISTANCE) SE
 MP0644'OF THE STATION ON THE SIDE OF THE RIDGE.
 MP0644
 MP0644                          STATION RECOVERY (1948)
 MP0644
 MP0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CFO)
 MP0644'STATION VISITED AND ALL MARKS FOUND IN GOOD CONDITION, AND
 MP0644'AS ORIGINALLY DESCRIBED, THE ORIGINAL DESCRIPTION IS ADEQUATE
 MP0644'TO REACH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0408 ***********************************************************************
 OV0408  DESIGNATION -  LOVE
 OV0408  PID         -  OV0408
 OV0408  STATE/COUNTY-  WY/FREMONT
 OV0408  USGS QUAD   -  SQUAW BUTTE (1952)
 OV0408
 OV0408                         *CURRENT SURVEY CONTROL
 OV0408  ___________________________________________________________________
 OV0408* NAD 83(1993)-  43 00 42.49559(N)    107 45 08.67885(W)     ADJUSTED  
 OV0408* NAVD 88     -      1734.6    (meters)    5691.     (feet)  VERTCON   
 OV0408  ___________________________________________________________________
 OV0408  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 OV0408  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 OV0408
 OV0408  HORZ ORDER  -  THIRD
 OV0408
 OV0408.The horizontal coordinates were established by classical geodetic methods
 OV0408.and adjusted by the National Geodetic Survey in January 1997..
 OV0408
 OV0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0408
 OV0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0408
 OV0408.The geoid height was determined by GEOID03.
 OV0408
 OV0408;                    North         East     Units Scale Factor Converg.
 OV0408;SPC WYWC     -   279,448.043   681,324.026   MT  1.00001883   +0 40 50.0
 OV0408;UTM  13      - 4,765,802.346   275,692.365   MT  1.00021900   -1 52 42.0
 OV0408
 OV0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0408!SPC WYWC     -   0.99973023  x   1.00001883  =   0.99974905
 OV0408!UTM  13      -   0.99973023  x   1.00021900  =   0.99994917
 OV0408
 OV0408:                Primary Azimuth Mark                     Grid Az
 OV0408:SPC WYWC     -  SAGE                                     247 44 07.9
 OV0408:UTM  13      -  SAGE                                     250 17 39.9
 OV0408
 OV0408|---------------------------------------------------------------------|
 OV0408| PID    Reference Object                     Distance      Geod. Az  |
 OV0408|                                                           dddmmss.s |
 OV0408| NR0507 SAGE                                APPROX.12.2 KM 2482457.9 |
 OV0408|---------------------------------------------------------------------|
 OV0408
 OV0408                          SUPERSEDED SURVEY CONTROL
 OV0408
 OV0408  NAD 83(1986)-  43 00 42.48555(N)    107 45 08.68581(W) AD(       ) 3
 OV0408  NAD 27      -  43 00 42.64000(N)    107 45 06.41833(W) AD(       ) 3
 OV0408  NGVD 29 (07/19/86) 1733.6    (m)         5688.     (f) VERT ANG       
 OV0408
 OV0408.Superseded values are not recommended for survey control.
 OV0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0408.See file dsdata.txt to determine how the superseded data were derived.
 OV0408
 OV0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7569265802(NAD 83)
 OV0408_MARKER: DD = SURVEY DISK
 OV0408_SETTING: 0 = UNSPECIFIED SETTING
 OV0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0408
 OV0408  HISTORY     - Date     Condition        Report By
 OV0408  HISTORY     - 1950     MONUMENTED       USGS
 OV0408
 OV0408                          STATION DESCRIPTION
 OV0408
 OV0408'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OV0408'STATION IS LOCATED 10.0 MI. S. AND 1.0 MI. W. OF MONETA, WYOMING,
 OV0408'T 35 N, R 91 W.
 OV0408'
 OV0408'TO REACH FROM POST OFFICE IN MONETA, WYOMING, PROCEED EASTERLY ALONG
 OV0408'U.S. HIGHWAY 20 FOR 0.5 MI. TO GRADED RD. S., THENCE RIGHT ALONG
 OV0408'GRADED RD. 1.2 MI. TO FORKS, THENCE RIGHT (SW.) ALONG GRADED RD. 8.6
 OV0408'MI. TO BULLDOZED TRAIL IN BOTTOM OF DRAIN, THENCE RIGHT (W.) ON
 OV0408'BULLDOZED RD. 0.4 MI. TO BULLDOZED TRAIL INTERSECTION, THENCE
 OV0408'CONTINUE STRAIGHT ON W. 2.5 MI. TO TOP OF RIDGE.  STATION LIES 0.2
 OV0408'MI. SW. ON S. EDGE OF RIDGE.
 OV0408'
 OV0408'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 3 IN.
 OV0408'ABOVE GROUND, AND MARKED ---WR LOVE 1950 VABM 5688---.
 OV0408'
 OV0408'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0327 ***********************************************************************
 PX0327  DESIGNATION -  LOVELL
 PX0327  PID         -  PX0327
 PX0327  STATE/COUNTY-  WY/BIG HORN
 PX0327  USGS QUAD   -  JACK HORNER RESERVOIR (1966)
 PX0327
 PX0327                         *CURRENT SURVEY CONTROL
 PX0327  ___________________________________________________________________
 PX0327* NAD 83(1993)-  44 43 40.82714(N)    108 22 50.99007(W)     ADJUSTED  
 PX0327* NAVD 88     -      1438.2    (meters)    4718.     (feet)  VERTCON   
 PX0327  ___________________________________________________________________
 PX0327  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 PX0327  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 PX0327
 PX0327  HORZ ORDER  -  FIRST
 PX0327
 PX0327.The horizontal coordinates were established by classical geodetic methods
 PX0327.and adjusted by the National Geodetic Survey in January 1997..
 PX0327
 PX0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0327
 PX0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0327
 PX0327.The geoid height was determined by GEOID03.
 PX0327
 PX0327;                    North         East     Units Scale Factor Converg.
 PX0327;SPC WYEC     -   570,173.808   317,023.471   MT  1.00002214   -0 44 14.0
 PX0327;UTM  12      - 4,956,073.530   707,405.725   MT  1.00012901   +1 50 37.9
 PX0327
 PX0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0327!SPC WYEC     -   0.99977660  x   1.00002214  =   0.99979873
 PX0327!UTM  12      -   0.99977660  x   1.00012901  =   0.99990558
 PX0327
 PX0327|---------------------------------------------------------------------|
 PX0327| PID    Reference Object                     Distance      Geod. Az  |
 PX0327|                                                           dddmmss.s |
 PX0327| CQ6113 LOVELL RM 1                          12.770 METERS 15825     |
 PX0327| CQ6114 LOVELL RM 2                           3.185 METERS 26439     |
 PX0327| CQ6345 POWELL MUNICIPAL TANK                              2741611.9 |
 PX0327| CQ6112 LOVELL AZ MK                                       3253812.5 |
 PX0327| PX0334 LOVELL GREAT WESTERN SUGAR STK      APPROX.12.3 KM 3505729.0 |
 PX0327| PX0333 LOVELL GREAT WESTERN SUGAR TK       APPROX.12.4 KM 3512031.9 |
 PX0327| PX0330 LOVELL MUNICIPAL TANK               APPROX.12.1 KM 3553813.1 |
 PX0327|---------------------------------------------------------------------|
 PX0327
 PX0327                          SUPERSEDED SURVEY CONTROL
 PX0327
 PX0327  NAD 83(1986)-  44 43 40.81755(N)    108 22 50.97573(W) AD(       ) 1
 PX0327  NAD 27      -  44 43 40.98800(N)    108 22 48.56500(W) AD(       ) 1
 PX0327  NGVD 29 (07/19/86) 1437.3    (m)         4716.     (f) VERT ANG       
 PX0327
 PX0327.Superseded values are not recommended for survey control.
 PX0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0327.See file dsdata.txt to determine how the superseded data were derived.
 PX0327
 PX0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0740656074(NAD 83)
 PX0327_MARKER: DS = TRIANGULATION STATION DISK
 PX0327_SETTING: 66 = SET IN ROCK OUTCROP
 PX0327_STAMPING: LOVELL
 PX0327_MARK LOGO: CGS   
 PX0327_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0327+STABILITY: POSITION/ELEVATION WELL
 PX0327
 PX0327  HISTORY     - Date     Condition        Report By
 PX0327  HISTORY     - 1931     MONUMENTED       CGS
 PX0327  HISTORY     - 1957     GOOD             CGS
 PX0327  HISTORY     - 1972     GOOD             NGS
 PX0327  HISTORY     - 1973     GOOD             USAF
 PX0327  HISTORY     - 19820717 GOOD             NGS
 PX0327
 PX0327                          STATION DESCRIPTION
 PX0327
 PX0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 PX0327'ABOUT 8 MILES SOUTH OF LOVELL, IN T. 55 N., R. 96 W., ON LOW
 PX0327'ROCKY-TOPPED BUTTE FRINGED WITH JUNIPER.  TO REACH FROM LOVELL,
 PX0327'FOLLOW U.S. HIGHWAY 310 TO WESTWARD FOR 1.1 MILES TO WHERE ROAD
 PX0327'TURNS SOUTH ON EAST SIDE OF LARGE WHITE HOUSE.  TURN SOUTH ON
 PX0327'THIS ROAD 0.8 MILE TO CROSSROAD.  KEEP STRAIGHT AHEAD AGAIN AND
 PX0327'GO 0.8 MILE TO FORK.  TAKE LEFT FORK AND GO 0.65 MILE TO POLE
 PX0327'AND WIRE GATE ON LEFT SIDE OF ROAD.  TURN IN THIS GATE AND GO
 PX0327'0.3 MILE TO FARMHOUSE.  CONTINUE ALONG ROAD THROUGH THREE
 PX0327'GATES IN FARMYARD AND FOLLOW ROAD 5.0 MILES FROM HOUSE TO
 PX0327'STATION ON RIGHT SIDE OF ROAD.  MARK IS STANDARD DISK STATION
 PX0327'MARK IN OUTCROPPING BEDROCK.  REFERENCE MARKS ARE
 PX0327'STANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK.
 PX0327'NO. 1 IS 12.76 METERS (41.9 FEET) FROM STATION.
 PX0327'NO. 2 IS 3.21 METERS (10.5 FEET) FROM STATION.
 PX0327'FOLLOWING BEARINGS ARE FROM
 PX0327'STATION--POWELL, MUNICIPAL TANK, N 85 DEG 44 MIN W.  AND
 PX0327'LOVELL, GREAT WESTERN SUGAR CO. TANK, N 08 DEG 39 MIN W.
 PX0327
 PX0327                          STATION RECOVERY (1957)
 PX0327
 PX0327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0327'STATION AND THE REFERENCE MARKS WERE RECOVERED AS PREVIOUSLY
 PX0327'DESCRIBED AND WERE FOUND TO BE IN GOOD CONDITION.  AN AZIMUTH
 PX0327'MARK WAS ESTABLISHED.  BECAUSE OF CHANGES IN ROADS, A NEW ROUTING
 PX0327'TO THE STATION FOLLOWS--
 PX0327'
 PX0327'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 310 AND
 PX0327'STATE HIGHWAY 14 IN LOVELL, BY GOING WESTERLY ON HIGHWAY 310
 PX0327'FOR 1.35 MILE TO A STATE SECONDARY ROAD (PAVED) ON THE LEFT,
 PX0327'TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 2.9 MILES TO A
 PX0327'CROSSROADS, TURN LEFT AND CONTINUE ON THE PAVED ROAD FOR 1.3
 PX0327'MILES TO THE END OF THE PAVED ROAD, CONTINUE SOUTHERLY ON A
 PX0327'GRAVELED ROAD FOR 0.35 MILE TO A FORK, BEAR LEFT AND CONTINUE
 PX0327'ON THE MAIN TRAVELED ROAD FOR 0.6 MILE TO A SIDE ROAD ON THE
 PX0327'LEFT, LEADING TO AN OIL FIELD, TURN LEFT AND GO WESTERLY FOR
 PX0327'0.6 MILE TO A DIM TRACK ROAD ON THE LEFT, ABOUT 50 FEET
 PX0327'NORTH OF A DRAINAGE DITCH, TURN LEFT AND FOLLOW THE TRACK ROAD
 PX0327'FOR 0.1 MILE TO A FORK, BEAR LEFT AND CONTINUE ON THE TRACK
 PX0327'ROAD FOR 0.25 MILE TO A REVERSE FORK, BEAR LEFT AND
 PX0327'CONTINUE FOR 0.75 MILE TO A GATE, PASS THROUGH THE GATE AND
 PX0327'CONTINUE ON THE TRACK ROAD FOR 0.9 MILE TO A FENCE
 PX0327'CORNER, CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO THE END OF
 PX0327'THE FENCE, CONTINUE ON THE MAIN TRACK ROAD FOR 1.85 MILE TO A
 PX0327'FORK, BEAR RIGHT AND CONTINUE ON THE MAIN TRACK ROAD FOR 0.2
 PX0327'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON THE
 PX0327'MAIN TRACK ROAD FOR 0.3 MILE TO A FORK, BEAR LEFT AND GO DOWN
 PX0327'GRADE FOR 0.4 MILE TO A TRACK ROAD LEADING SHARP RIGHT, TURN
 PX0327'RIGHT AND GO NORTHWESTERLY ALONG THE TOP OF THE BUTTE FOR
 PX0327'0.15 MILE TO THE STATION.
 PX0327'
 PX0327'AZIMUTH MARK IS A STANDARD DISK STAMPED LOVELL 1931, SET IN
 PX0327'A 12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 18
 PX0327'FEET NORTHWEST OF THE CENTER OF THE TRACK ROAD.  A 4 IN X 4 IN
 PX0327'WHITE WITNESS POST WAS SET 3 FEET EAST OF THE MARK.
 PX0327
 PX0327                          STATION RECOVERY (1972)
 PX0327
 PX0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 PX0327'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 PX0327'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 PX0327'DISTANCE AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH
 PX0327'THE 1957 OBSERVATIONS.  BECAUSE OF CHANGES IN THE ROADS IN THE
 PX0327'AREA A COMPLETE NEW DESCRIPTION FOLLOWS--
 PX0327'
 PX0327'THE STATION IS LOCATED ABOUT 23 MILES NORTHWEST OF GREYBULL, 18
 PX0327'MILES EAST OF POWELL, 12 MILES SOUTH-SOUTHEAST OF COWLEY, 8 MILES
 PX0327'SOUTH OF LOVELL AND ON THE HIGHEST POINT OF A LOW SANDSTONE
 PX0327'COVERED BUTTE EDGED WITH JUNIPER TREES.  THE PROPERTY IS OWNED
 PX0327'BY THE U.S. GOVERNMENT AND CONTROLLED BY THE BUREAU OF LAND
 PX0327'MANAGEMENT, WORLAND DISTRICT.
 PX0327'
 PX0327'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET (U.S.
 PX0327'HIGHWAY 310) AND NEVADA AVENUE IN LOVELL GO WEST ON U.S. HIGHWAY
 PX0327'310 FOR 1.3 MILES TO THE JUNCTION OF STATE HIGHWAY 32.  TURN
 PX0327'LEFT AND GO SOUTH ON STATE HIGHWAY 32 FOR 2.8 MILES TO A
 PX0327'SURFACED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON THE
 PX0327'SURFACED ROAD FOR 1.3 MILES TO THE END OF THE SURFACED ROAD.
 PX0327'CONTINUE AHEAD ON THE GRAVELED ROAD FOR 0.4 MILE TO A FORK.
 PX0327'TAKE LEFT FORK AND CONTINUE SOUTHERLY ON THE GRAVELED ROAD FOR
 PX0327'0.6 MILE TO A SIDE ROAD LEFT AND A GATE.  TURN LEFT, PASSING
 PX0327'THROUGH THE GATE AND GO SOUTHERLY ON THE BLADED ROAD FOR 1.0
 PX0327'MILES TO A BRIDGE OVER A CANAL AND A CROSSROAD.  CONTINUE
 PX0327'SOUTHERLY ON THE BLADED ROAD FOR 0.4 MILE TO A GATE.  PASS
 PX0327'THROUGH THE GATE AND CONTINUE SOUTHERLY ON THE WINDING ROAD FOR
 PX0327'1.6 MILE TO AN OIL STORAGE TANK AND AN OIL WELL ON THE
 PX0327'RIGHT.  CONTINUE AHEAD ON THE BLADED ROAD FOR 1.8 MILES
 PX0327'TO A FORK.  TAKE THE LEFT FORK AND GO EASTERLY FOR 0.5 MILE TO
 PX0327'A FORK.  TAKE THE RIGHT FORK AND GO SOUTHEASTERLY FOR 0.1 MILE
 PX0327'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY ON THE
 PX0327'BLADED ROAD FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 PX0327'EASTERLY ON THE BLADED ROAD FOR 0.3 MILE TO A DIM TRACK
 PX0327'ROAD RIGHT.  TURN SHARP RIGHT AND GO NORTHWESTERLY ALONG THE
 PX0327'TOP OF THE RIDGE FOR 0.3 MILE TO THE END OF TRUCK TRAVEL.
 PX0327'HERE PACK NORTHWESTERLY TO THE HIGHEST POINT AND THE STATION.
 PX0327'A THREE MINUTE PACK.
 PX0327'
 PX0327'THE STATION MARK IS A STANDARD DISK STAMPED LOVELL 1931,
 PX0327'CEMENTED IN A DRILL HOLE IN BEDROCK AT THE NORTHWEST END OF THE
 PX0327'RIDGE.  IT IS 3 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE.
 PX0327'
 PX0327'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LOVELL NO 1 1931,
 PX0327'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS EXPOSED
 PX0327'7 X 11 FEET AND PROJECTS 3 FEET ABOVE THE GROUND SURFACE.  IT
 PX0327'IS ABOUT 2 FEET HIGHER THAN THE STATION.
 PX0327'
 PX0327'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LOVELL NO 2 1931,
 PX0327'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AT THE WEST EDGE
 PX0327'OF THE RIDGE.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 PX0327'
 PX0327'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOVELL 1931, SET IN
 PX0327'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 PX0327'INCHES ABOVE THE GROUND SURFACE.  IT IS 17 FEET SOUTHWEST OF THE
 PX0327'CENTER OF THE BLADED ROAD AND 2.5 FEET WEST OF A 4 X 4-INCH
 PX0327'WOODEN WITNESS POST WITH SIGN.
 PX0327'
 PX0327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTH
 PX0327'OF LOVELL
 PX0327
 PX0327                          STATION RECOVERY (1973)
 PX0327
 PX0327'RECOVERY NOTE BY US AIR FORCE 1973
 PX0327'STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE FOUND IN GOOD
 PX0327'CONDITION AS DESCRIBED.
 PX0327'
 PX0327'IT IS STILL POSSIBLE TO REACH LOVELL 1931 WITH THE ORIGINAL
 PX0327'DESCRIPTION, HOWEVER OIL FIELD ROADS CROSS THE ORIGINAL ROUTE.  A
 PX0327'REVISED ROUTE FOLLOWS FROM THE JUNCTION OF U.S. 310 AND U.S. 14
 PX0327'ALTERNATE IN LOVELL, WY.  GO WEST ON U.S. 310 1.35 MILES TO A
 PX0327'STATE SECONDARY ROAD ON THE LEFT.  TURN LEFT, GO SOUTH 2.9 MILES
 PX0327'TO A CROSS ROAD.  TURN LEFT, GO 1.3 MILES TO END OF PAVEMENT,
 PX0327'CONTINUE ON GRAVEL ROAD 0.30 MILES TO SHARP BEND RIGHT IN ROAD.
 PX0327'CONTINUE 0.05 MILES TO FORK, BEAR LEFT AND CONTINUE 0.6 MILES
 PX0327'TO A ROAD LEFT AND CATTLE GATE.  TURN LEFT AND GO 3.0 MILES
 PX0327'TO OILED ROAD ON RIGHT.  TURN RIGHT, FOLLOW MAIN TRAVELED
 PX0327'ROAD 2.0 MILES TO FENCE LINE ON LEFT, ROAD ON LEFT, AND GATE
 PX0327'ON LEFT.  CONTINUE STRAIGHT AHEAD, FOLLOWING MAIN TRAVELED
 PX0327'ROAD, 0.3 MILES TO ROAD ON LEFT.  CONTINUE 0.13 MILES TO AZIMUTH
 PX0327'MARK ON RIGHT.  CONTINUE 0.45 MILES TO ROAD RIGHT.  CONTINUE
 PX0327'0.40 MILES TO ROAD RIGHT.  TURN SHARP RIGHT AND GO 0.2 MILES
 PX0327'TO HIGHEST ROCKY POINT AND STATION.
 PX0327
 PX0327                          STATION RECOVERY (1982)
 PX0327
 PX0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0327'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 PX0327'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE 1972 RECOVERY. THE
 PX0327'ROAD TO THE STATION IS IN POORER CONDITION SINCE 1972.  THE DISTANCES
 PX0327'AND DIRECTIONS CHECKED WITH PAST DATA WITHIN LIMITS.  THE DISTANCE
 PX0327'BETWEEN REFERENCE MARK 1 AND 2 IS 14.002 M (45.938 FT) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0333 ***********************************************************************
 PX0333  DESIGNATION -  LOVELL GREAT WESTERN SUGAR TK
 PX0333  PID         -  PX0333
 PX0333  STATE/COUNTY-  WY/BIG HORN
 PX0333  USGS QUAD   -  LOVELL (1978)
 PX0333
 PX0333                         *CURRENT SURVEY CONTROL
 PX0333  ___________________________________________________________________
 PX0333* NAD 83(1993)-  44 50 16.49174(N)    108 24 15.66635(W)     ADJUSTED  
 PX0333* NAVD 88     -                                                        
 PX0333  ___________________________________________________________________
 PX0333  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 PX0333  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 PX0333
 PX0333  HORZ ORDER  -  THIRD
 PX0333
 PX0333.The horizontal coordinates were established by classical geodetic methods
 PX0333.and adjusted by the National Geodetic Survey in January 1997..
 PX0333
 PX0333
 PX0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0333
 PX0333.The geoid height was determined by GEOID03.
 PX0333
 PX0333;                    North         East     Units Scale Factor Converg.
 PX0333;SPC WYEC     -   582,410.984   315,321.093   MT  1.00002564   -0 45 18.8
 PX0333;UTM  12      - 4,968,222.737   705,153.244   MT  1.00011757   +1 49 51.0
 PX0333
 PX0333                          SUPERSEDED SURVEY CONTROL
 PX0333
 PX0333  NAD 83(1986)-  44 50 16.48152(N)    108 24 15.65401(W) AD(       ) 4
 PX0333  NAD 27      -  44 50 16.65500(N)    108 24 13.23400(W) AD(       ) 3
 PX0333
 PX0333.Superseded values are not recommended for survey control.
 PX0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0333.See file dsdata.txt to determine how the superseded data were derived.
 PX0333
 PX0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0515368223(NAD 83)
 PX0333_MARKER: 53 = ELEVATED TANK
 PX0333
 PX0333  HISTORY     - Date     Condition        Report By
 PX0333  HISTORY     - 1957     FIRST OBSERVED   CGS
 PX0333
 PX0333                          STATION DESCRIPTION
 PX0333
 PX0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0333'STATION IS LOCATED AT THE NORTH EDGE OF LOVELL, 0.1 MILE
 PX0333'NORTH OF U.S. HIGHWAY 310 AND 120 FEET WEST OF GREAT WESTERN
 PX0333'VENUE.  IT IS AN ELEVATED TANK SUPPORTED BY FOUR STRUCTURAL
 PX0333'STEEL LEGS.  IT IS 150 FEET HIGH AND THE POINT OBSERVED WAS
 PX0333'THE CENTER OF THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0334 ***********************************************************************
 PX0334  DESIGNATION -  LOVELL GREAT WESTERN SUGAR STK
 PX0334  PID         -  PX0334
 PX0334  STATE/COUNTY-  WY/BIG HORN
 PX0334  USGS QUAD   -  LOVELL (1978)
 PX0334
 PX0334                         *CURRENT SURVEY CONTROL
 PX0334  ___________________________________________________________________
 PX0334* NAD 83(1993)-  44 50 14.88504(N)    108 24 19.12521(W)     ADJUSTED  
 PX0334* NAVD 88     -                                                        
 PX0334  ___________________________________________________________________
 PX0334  LAPLACE CORR-           4.91  (seconds)                    DEFLEC99
 PX0334  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 PX0334
 PX0334  HORZ ORDER  -  THIRD
 PX0334
 PX0334.The horizontal coordinates were established by classical geodetic methods
 PX0334.and adjusted by the National Geodetic Survey in January 1997..
 PX0334
 PX0334
 PX0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0334
 PX0334.The geoid height was determined by GEOID03.
 PX0334
 PX0334;                    North         East     Units Scale Factor Converg.
 PX0334;SPC WYEC     -   582,362.391   315,244.475   MT  1.00002580   -0 45 21.2
 PX0334;UTM  12      - 4,968,170.733   705,078.889   MT  1.00011720   +1 49 48.5
 PX0334
 PX0334                          SUPERSEDED SURVEY CONTROL
 PX0334
 PX0334  NAD 83(1986)-  44 50 14.87496(N)    108 24 19.11326(W) AD(       ) 4
 PX0334  NAD 27      -  44 50 15.03700(N)    108 24 16.68100(W) AD(       ) 3
 PX0334
 PX0334.Superseded values are not recommended for survey control.
 PX0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0334.See file dsdata.txt to determine how the superseded data were derived.
 PX0334
 PX0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0507968171(NAD 83)
 PX0334_MARKER: 63 = STACK
 PX0334
 PX0334  HISTORY     - Date     Condition        Report By
 PX0334  HISTORY     - 1957     FIRST OBSERVED   CGS
 PX0334
 PX0334                          STATION DESCRIPTION
 PX0334
 PX0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0334'STATION IS LOCATED AT THE NORTH EDGE OF LOVELL, 0.1 MILE WEST
 PX0334'OF GREAT WESTERN AVENUE AND 207 FEET NORTH OF U.S. HIGHWAY
 PX0334'310.  IT IS A BRICK STACK, TAN IN COLOR AND 212 FEET HIGH.
 PX0334'THE POINT OBSERVED ON WAS THE CENTER OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0332 ***********************************************************************
 PX0332  DESIGNATION -  LOVELL MUNICIPAL STANDPIPE
 PX0332  PID         -  PX0332
 PX0332  STATE/COUNTY-  WY/BIG HORN
 PX0332  USGS QUAD   -  LOVELL (1978)
 PX0332
 PX0332                         *CURRENT SURVEY CONTROL
 PX0332  ___________________________________________________________________
 PX0332* NAD 83(1993)-  44 49 43.58722(N)    108 23 37.56146(W)     ADJUSTED  
 PX0332* NAVD 88     -                                                        
 PX0332  ___________________________________________________________________
 PX0332  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 PX0332  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 PX0332
 PX0332  HORZ ORDER  -  THIRD
 PX0332
 PX0332.The horizontal coordinates were established by classical geodetic methods
 PX0332.and adjusted by the National Geodetic Survey in January 1997..
 PX0332
 PX0332
 PX0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0332
 PX0332.The geoid height was determined by GEOID03.
 PX0332
 PX0332;                    North         East     Units Scale Factor Converg.
 PX0332;SPC WYEC     -   581,384.338   316,144.706   MT  1.00002394   -0 44 51.5
 PX0332;UTM  12      - 4,967,234.202   706,022.420   MT  1.00012197   +1 50 16.8
 PX0332
 PX0332                          SUPERSEDED SURVEY CONTROL
 PX0332
 PX0332  NAD 83(1986)-  44 49 43.57675(N)    108 23 37.54744(W) AD(       ) 4
 PX0332  NAD 27      -  44 49 43.74700(N)    108 23 35.12600(W) AD(       ) 3
 PX0332
 PX0332.Superseded values are not recommended for survey control.
 PX0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0332.See file dsdata.txt to determine how the superseded data were derived.
 PX0332
 PX0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0602267234(NAD 83)
 PX0332_MARKER: 52 = STANDPIPE TANK
 PX0332
 PX0332  HISTORY     - Date     Condition        Report By
 PX0332  HISTORY     - 1957     FIRST OBSERVED   CGS
 PX0332
 PX0332                          STATION DESCRIPTION
 PX0332
 PX0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0332'STATION IS LOCATED IN THE SOUTH PART OF THE TOWN OF LOVELL, 62
 PX0332'FEET WEST OF THE CENTER OF SHOSHONE AVENUE.  IT IS TAN IN COLOR
 PX0332'AND 65 FEET HIGH.  A TRAVERSE CONNECTION WAS MADE TO THE
 PX0332'DETERMINED CENTER OF THE STANDPIPE AND DISTANCE WAS FOUND TO BE
 PX0332'7.636 METERS OR (25.05 FEET)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0330 ***********************************************************************
 PX0330  DESIGNATION -  LOVELL MUNICIPAL TANK
 PX0330  PID         -  PX0330
 PX0330  STATE/COUNTY-  WY/BIG HORN
 PX0330  USGS QUAD   -  LOVELL (1978)
 PX0330
 PX0330                         *CURRENT SURVEY CONTROL
 PX0330  ___________________________________________________________________
 PX0330* NAD 83(1993)-  44 50 12.78680(N)    108 23 33.01998(W)     ADJUSTED  
 PX0330* NAVD 88     -      1210.     (meters)    3970.     (feet)  VERTCON   
 PX0330  ___________________________________________________________________
 PX0330  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 PX0330  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 PX0330
 PX0330  HORZ ORDER  -  THIRD
 PX0330
 PX0330.The horizontal coordinates were established by classical geodetic methods
 PX0330.and adjusted by the National Geodetic Survey in January 1997..
 PX0330
 PX0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0330
 PX0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0330
 PX0330.The geoid height was determined by GEOID03.
 PX0330
 PX0330;                    North         East     Units Scale Factor Converg.
 PX0330;SPC WYEC     -   582,284.345   316,256.211   MT  1.00002371   -0 44 48.7
 PX0330;UTM  12      - 4,968,138.411   706,093.213   MT  1.00012232   +1 50 21.0
 PX0330
 PX0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0330!SPC WYEC     -   0.99981236  x   1.00002371  =   0.99983606
 PX0330!UTM  12      -   0.99981236  x   1.00012232  =   0.99993465
 PX0330
 PX0330                          SUPERSEDED SURVEY CONTROL
 PX0330
 PX0330  NAD 83(1986)-  44 50 12.77892(N)    108 23 33.00597(W) AD(       ) 4
 PX0330  NAD 27      -  44 50 12.94300(N)    108 23 30.58500(W) AD(       ) 3
 PX0330  NGVD 29 (07/19/86) 1209.     (m)         3967.     (f) VERT ANG       
 PX0330
 PX0330.Superseded values are not recommended for survey control.
 PX0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0330.See file dsdata.txt to determine how the superseded data were derived.
 PX0330
 PX0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0609368138(NAD 83)
 PX0330_MARKER: 53 = ELEVATED TANK
 PX0330
 PX0330  HISTORY     - Date     Condition        Report By
 PX0330  HISTORY     - 1957     FIRST OBSERVED   CGS
 PX0330  HISTORY     - 1973     GOOD             USAF
 PX0330
 PX0330                          STATION DESCRIPTION
 PX0330
 PX0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0330'STATION IS LOCATED NEAR THE CENTER OF TOWN, 225 FEET SOUTH OF
 PX0330'THE CENTER OF MAIN STREET, AND 207 FEET EAST OF THE CENTER
 PX0330'OF SHOSHONE AVENUE.  IT IS AN ELEVATED TANK SUPPORTED BY FOUR
 PX0330'STRUCTURAL STEEL LEGS.  IT IS 115 FEET HIGH AND THE POINT
 PX0330'OBSERVED ON WAS THE CENTER OF THE TOP OF THE ROOF.
 PX0330
 PX0330                          STATION RECOVERY (1973)
 PX0330
 PX0330'RECOVERY NOTE BY US AIR FORCE 1973
 PX0330'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1003 ***********************************************************************
 MO1003  DESIGNATION -  LOVER
 MO1003  PID         -  MO1003
 MO1003  STATE/COUNTY-  WY/GOSHEN
 MO1003  USGS QUAD   -  MERIDEN (1990)
 MO1003
 MO1003                         *CURRENT SURVEY CONTROL
 MO1003  ___________________________________________________________________
 MO1003* NAD 83(1993)-  41 36 43.94102(N)    104 15 12.67546(W)     ADJUSTED  
 MO1003* NAVD 88     -      1495.     (meters)    4905.     (feet)  SCALED    
 MO1003  ___________________________________________________________________
 MO1003  LAPLACE CORR-          -7.42  (seconds)                    DEFLEC99
 MO1003  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 MO1003
 MO1003  HORZ ORDER  -  THIRD
 MO1003
 MO1003.The horizontal coordinates were established by classical geodetic methods
 MO1003.and adjusted by the National Geodetic Survey in January 1997..
 MO1003
 MO1003.The orthometric height was scaled from a topographic map.
 MO1003
 MO1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1003
 MO1003.The geoid height was determined by GEOID03.
 MO1003
 MO1003;                    North         East     Units Scale Factor Converg.
 MO1003;SPC WY E     -   123,911.071   276,108.047   MT  1.00000876   +0 36 23.2
 MO1003;UTM  13      - 4,606,990.411   562,195.759   MT  0.99964760   +0 29 44.7
 MO1003
 MO1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1003!SPC WY E     -   0.99976835  x   1.00000876  =   0.99977711
 MO1003!UTM  13      -   0.99976835  x   0.99964760  =   0.99941603
 MO1003
 MO1003|---------------------------------------------------------------------|
 MO1003| PID    Reference Object                     Distance      Geod. Az  |
 MO1003|                                                           dddmmss.s |
 MO1003| CP9887 LOVER RM 2                           16.221 METERS 02609     |
 MO1003| CP9885 LOVER AZ MK                                        1300706.4 |
 MO1003| CP9886 LOVER RM 1                           17.018 METERS 21319     |
 MO1003|---------------------------------------------------------------------|
 MO1003
 MO1003                          SUPERSEDED SURVEY CONTROL
 MO1003
 MO1003  NAD 83(1986)-  41 36 43.92754(N)    104 15 12.67819(W) AD(       ) 3
 MO1003  NAD 27      -  41 36 44.01960(N)    104 15 10.83200(W) AD(       ) 3
 MO1003
 MO1003.Superseded values are not recommended for survey control.
 MO1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1003.See file dsdata.txt to determine how the superseded data were derived.
 MO1003
 MO1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6219606990(NAD 83)
 MO1003_MARKER: DS = TRIANGULATION STATION DISK
 MO1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1003
 MO1003  HISTORY     - Date     Condition        Report By
 MO1003  HISTORY     - 1963     MONUMENTED       CGS
 MO1003
 MO1003                          STATION DESCRIPTION
 MO1003
 MO1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1003'THE STATION IS 4-1/2 MILES WEST AND 1-3/4 MILES SOUTH OF
 MO1003'LA GRANGE, IN THE SOUTHEAST QUARTER OF SECTION 13, T 19 N,
 MO1003'R 62 W, AND ON THE WEST SIDE OF U.S. HIGHWAY 85 AT A ROADSIDE
 MO1003'REST AREA.
 MO1003'
 MO1003'TO REACH THE STATION FROM THE POST OFFICE IN LA GRANGE, GO
 MO1003'SOUTH ON A GRAVEL STREET FOR 0.1 MILE TO A BLACKTOP ROAD.
 MO1003'TURN RIGHT AND GO WEST ON THE BLACKTOP ROAD FOR 4.1 MILES
 MO1003'TO THE JUNCTION WITH U.S. HIGHWAY 85.  TURN LEFT AND GO SOUTH
 MO1003'ON HIGHWAY 85 FOR 2.35 MILES TO THE ROADSIDE REST AREA AND THE
 MO1003'STATION ON THE RIGHT.
 MO1003'
 MO1003'STATION MARKS ARE STANDARD DISKS STAMPED LOVER 1963.  THE
 MO1003'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1003'SURFACE OF THE GROUND.  IT IS 98 FEET WEST OF THE CENTER LINE
 MO1003'OF HIGHWAY 85, 5 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 MO1003'4.5 FEET EAST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 MO1003'IRREGULAR MASS OF CONCRETE 43 INCHES BELOW THE SURFACE OF THE
 MO1003'GROUND.
 MO1003'
 MO1003'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOVER NO 1 1963,
 MO1003'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MO1003'IT IS 100 FEET WEST OF THE CENTER LINE OF HIGHWAY 85, 58.8
 MO1003'FEET SOUTH OF THE METAL WITNESS POST, AND 1.5 FEET EAST OF
 MO1003'THE FENCE.
 MO1003'
 MO1003'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOVER NO 2 1963,
 MO1003'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1003'THE GROUND.  IT IS 100 FEET WEST OF THE CENTER LINE OF HIGHWAY
 MO1003'85, 50.3 FEET NORTH OF THE METAL WITNESS POST, AND 1.5 FEET
 MO1003'EAST OF THE FENCE.
 MO1003'
 MO1003'AZIMUTH MARK, A STANDARD DISK STAMPED LOVER 1963, IS SET IN
 MO1003'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 135 FEET
 MO1003'SOUTH OF THE CENTER OF A FARM DRIVEWAY, 7 FEET WEST OF A FENCE
 MO1003'CORNER, 2.5 FEET EAST OF A METAL WITNESS POST, AND 1 FOOT NORTH
 MO1003'OF A FENCE.
 MO1003'
 MO1003'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON
 MO1003'HIGHWAY 85 FOR 0.2 MILE TO THE FARM DRIVEWAY ON THE LEFT.
 MO1003'TURN LEFT, PASS OVER A CATTLE GUARD, AND GO EAST ON THE DRIVEWAY
 MO1003'FOR 0.35 MILE TO THE FENCE CORNER AND THE AZIMUTH MARK ON THE
 MO1003'RIGHT.
 MO1003'
 MO1003'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0473 ***********************************************************************
 NR0473  DESIGNATION -  LOW
 NR0473  PID         -  NR0473
 NR0473  STATE/COUNTY-  WY/FREMONT
 NR0473  USGS QUAD   -  PUDDLE SPRINGS (1984)
 NR0473
 NR0473                         *CURRENT SURVEY CONTROL
 NR0473  ___________________________________________________________________
 NR0473* NAD 83(1993)-  42 48 47.89034(N)    107 44 44.13546(W)     ADJUSTED  
 NR0473* NAVD 88     -      1888.0    (meters)    6194.     (feet)  VERTCON   
 NR0473  ___________________________________________________________________
 NR0473  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 NR0473  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NR0473
 NR0473  HORZ ORDER  -  THIRD
 NR0473
 NR0473.The horizontal coordinates were established by classical geodetic methods
 NR0473.and adjusted by the National Geodetic Survey in January 1997..
 NR0473
 NR0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0473
 NR0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0473
 NR0473.The geoid height was determined by GEOID03.
 NR0473
 NR0473;                    North         East     Units Scale Factor Converg.
 NR0473;SPC WYWC     -   257,404.060   682,143.028   MT  1.00002048   +0 40 57.5
 NR0473;UTM  13      - 4,743,739.358   275,528.174   MT  1.00021994   -1 52 00.2
 NR0473
 NR0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0473!SPC WYWC     -   0.99970603  x   1.00002048  =   0.99972650
 NR0473!UTM  13      -   0.99970603  x   1.00021994  =   0.99992590
 NR0473
 NR0473:                Primary Azimuth Mark                     Grid Az
 NR0473:SPC WYWC     -  BETWEEN                                  188 05 20.8
 NR0473:UTM  13      -  BETWEEN                                  190 38 18.5
 NR0473
 NR0473|---------------------------------------------------------------------|
 NR0473| PID    Reference Object                     Distance      Geod. Az  |
 NR0473|                                                           dddmmss.s |
 NR0473| NR0489 BETWEEN                             APPROX. 8.7 KM 1884618.3 |
 NR0473|---------------------------------------------------------------------|
 NR0473
 NR0473                          SUPERSEDED SURVEY CONTROL
 NR0473
 NR0473  NAD 83(1986)-  42 48 47.87924(N)    107 44 44.13759(W) AD(       ) 3
 NR0473  NAD 27      -  42 48 48.03468(N)    107 44 41.86292(W) AD(       ) 3
 NR0473  NGVD 29 (07/19/86) 1887.0    (m)         6191.     (f) VERT ANG       
 NR0473
 NR0473.Superseded values are not recommended for survey control.
 NR0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0473.See file dsdata.txt to determine how the superseded data were derived.
 NR0473
 NR0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7552843739(NAD 83)
 NR0473_MARKER: DD = SURVEY DISK
 NR0473_SETTING: 0 = UNSPECIFIED SETTING
 NR0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0473
 NR0473  HISTORY     - Date     Condition        Report By
 NR0473  HISTORY     - 1950     MONUMENTED       USGS
 NR0473
 NR0473                          STATION DESCRIPTION
 NR0473
 NR0473'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0473'STATION IS LOCATED ABOUT 15 MI. S. AND 33 MI. E. OF RIVERTON, WYOMING,
 NR0473'ON E. EDGE OF LOW RIDGE BORDERING MUSKRAT CREEK.
 NR0473'
 NR0473'TO REACH FROM RIVERTON POST OFFICE, FOLLOW MAIN STREET E. TO JUNCTION
 NR0473'OF U.S. HIGHWAY 26 AND U.S. HIGHWAY 320, TURN RIGHT FOLLOWING HIGHWAY
 NR0473'320 FOR 1.0 MI. TO JUNCTION WITH SANDRAW ROAD AT S. END OF STEEL
 NR0473'BRIDGE, THENCE ALONG SANDRAW ROAD FOR 1.3 MI. TO T-RD. E. (MUSKRAT
 NR0473'ROAD), THENCE LEFT FOLLOWING MUSKRAT ROAD FOR 16.9 MI. TO T-RD. S.,
 NR0473'CONTINUE AHEAD E. 13.6 MI. TO FORKS, THENCE LEFT 3.2 MI. TO FORKS,
 NR0473'THENCE LEFT 2.2 MI. TO PIPELINE ROAD, THENCE LEFT ALONG PIPELINE
 NR0473'ROAD 2.8 MI. TO TRAIL ROAD RIGHT, ON TOP OF RIDGE, THENCE RIGHT
 NR0473'ALONG RIDGE THROUGH A GATE AND BY A SMALL QUONSET BUT FOR 2.5 MI. TO
 NR0473'DRAIN FORKS, THENCE ACROSS THE WESTERLY DRAIN AND FOLLOWING THE RIDGE
 NR0473'SW. 1.3 MI. TO STATION, A FENCE BREAKS OVER THE RIM ABOUT 200 FT. SW.
 NR0473'OF STATION.
 NR0473'
 NR0473'STATION MARK--A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 NR0473'PROJECTING 3 IN. ABOVE THE GROUND, AND STAMPED ---LOW 1950 VABM
 NR0473'6191---.
 NR0473'
 NR0473'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET SET IN A CONCRETE
 NR0473'POST AND STAMPED ---LOW NO 1 1950--- DISTANT 62.76 FT.,
 NR0473'N 42 DEG 40 MIN E, FROM STATION.
 NR0473'
 NR0473'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET SET IN A CONCRETE
 NR0473'POST AND STAMPED ---LOW NO 2 1950--- DISTANT 121.20 FT.,
 NR0473'S 31 DEG 45 MIN E, FROM STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0425 ***********************************************************************
 OW0425  DESIGNATION -  LOW
 OW0425  PID         -  OW0425
 OW0425  STATE/COUNTY-  WY/FREMONT
 OW0425  USGS QUAD   -  CIRCLE RIDGE (1977)
 OW0425
 OW0425                         *CURRENT SURVEY CONTROL
 OW0425  ___________________________________________________________________
 OW0425* NAD 83(1993)-  43 31 06.36466(N)    109 00 12.14360(W)     ADJUSTED  
 OW0425* NAVD 88     -      2181.6    (meters)    7157.     (feet)  VERTCON   
 OW0425  ___________________________________________________________________
 OW0425  LAPLACE CORR-         -13.27  (seconds)                    DEFLEC99
 OW0425  GEOID HEIGHT-         -10.30  (meters)                     GEOID03
 OW0425
 OW0425  HORZ ORDER  -  THIRD
 OW0425
 OW0425.The horizontal coordinates were established by classical geodetic methods
 OW0425.and adjusted by the National Geodetic Survey in January 1997..
 OW0425
 OW0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0425
 OW0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0425
 OW0425.The geoid height was determined by GEOID03.
 OW0425
 OW0425;                    North         East     Units Scale Factor Converg.
 OW0425;SPC WYWC     -   335,278.308   579,515.528   MT  0.99994266   -0 10 28.1
 OW0425;UTM  12      - 4,820,325.180   661,368.574   MT  0.99992031   +1 22 30.5
 OW0425
 OW0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0425!SPC WYWC     -   0.99965963  x   0.99994266  =   0.99960231
 OW0425!UTM  12      -   0.99965963  x   0.99992031  =   0.99957996
 OW0425
 OW0425:                Primary Azimuth Mark                     Grid Az
 OW0425:SPC WYWC     -  MAVERICK                                 149 18 53.9
 OW0425:UTM  12      -  MAVERICK                                 147 45 55.3
 OW0425
 OW0425|---------------------------------------------------------------------|
 OW0425| PID    Reference Object                     Distance      Geod. Az  |
 OW0425|                                                           dddmmss.s |
 OW0425| OW0295 MAVERICK                            APPROX. 3.7 KM 1490825.8 |
 OW0425|---------------------------------------------------------------------|
 OW0425
 OW0425                          SUPERSEDED SURVEY CONTROL
 OW0425
 OW0425  NAD 83(1986)-  43 31 06.35006(N)    109 00 12.14037(W) AD(       ) 3
 OW0425  NGVD 29 (11/06/89) 2180.4    (m)         7154.     (f) VERT ANG       
 OW0425
 OW0425.Superseded values are not recommended for survey control.
 OW0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0425.See file dsdata.txt to determine how the superseded data were derived.
 OW0425
 OW0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6136920325(NAD 83)
 OW0425_MARKER: DS = TRIANGULATION STATION DISK
 OW0425_SETTING: 0 = UNSPECIFIED SETTING
 OW0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0425
 OW0425  HISTORY     - Date     Condition        Report By
 OW0425  HISTORY     - 1950     MONUMENTED       USGS
 OW0425
 OW0425                          STATION DESCRIPTION
 OW0425
 OW0425'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0425'STATION LOCATED ON W. END OF LONG, LOW MESA, JUST N. OF MAVERICK
 OW0425'SPRING OIL WELLS, T 6 N, R 2 W, SEC. 4.
 OW0425'
 OW0425'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 287 AND WYOMING STATE
 OW0425'HIGHWAY 287, NEAR DIVERSION DAM, GO 5.5 MI. ON STATE HIGHWAY 287 OVER
 OW0425'DIVERSION DAM TO OIL RD. LEADING LEFT WITH DIRECTIONAL.  --CIRCLE
 OW0425'RIDGE AND MAVERICK SPRINGS AREA - 26.0 MI.--, TURN N. ON THIS RD.
 OW0425'AND GO 2.8 MI. TO FORK, KEEP RIGHT AND GO 6.8 MI. TO FORK, KEEP RIGHT
 OW0425'AND GO 0.9 MI. TO FORK, KEEP RIGHT AND GO 1.8 MI. TO FORK, TAKE LEFT
 OW0425'FORK AND GO 1.5 MI. TO END OF OIL RD. (1950), CONTINUE 6.6 MI. TO RD.
 OW0425'FORK, SIGN POINTING TO CIRCLE RIDGE ROAD AND MAVERICK SPRINGS ROAD,
 OW0425'TAKE MAVERICK SPRINGS ROAD, RIGHT, AND GO 0.4 MI. TO FORK, TAKE RIGHT
 OW0425'FORK AND GO 0.7 MI. TO FORK, KEEP STRAIGHT AHEAD FOR 0.6 MI. PAST
 OW0425'FOUR HOUSES, TO FORK, TURN SHARP LEFT AND GO 0.2 MI. UP CUT-BACK TO
 OW0425'FORK, TAKE LEFT FORK AND GO 0.6 MI. TO FORK, TAKE LEFT FORK AND GO
 OW0425'0.8 MI. TO RD. AND SMALL STREAM CROSSING, CROSS CREEK AND BEAR NE.
 OW0425'ALONG DIM TRACK RD. ACROSS OPEN COUNTRY, UP LONG SLOPE FOR 0.7 MI.
 OW0425'TO TOP AND W. END OF LONG, LOW MESA AND STATION.
 OW0425'
 OW0425'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN BASE ROCK,
 OW0425'STAMPED---WR-LOW 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0426 ***********************************************************************
 OW0426  DESIGNATION -  LOWER TABLE
 OW0426  PID         -  OW0426
 OW0426  STATE/COUNTY-  WY/FREMONT
 OW0426  USGS QUAD   -  CROW MOUNTAIN (1979)
 OW0426
 OW0426                         *CURRENT SURVEY CONTROL
 OW0426  ___________________________________________________________________
 OW0426* NAD 83(1993)-  43 30 25.30199(N)    109 22 03.31908(W)     ADJUSTED  
 OW0426* NAVD 88     -      2389.3    (meters)    7839.     (feet)  VERTCON   
 OW0426  ___________________________________________________________________
 OW0426  LAPLACE CORR-          -8.37  (seconds)                    DEFLEC99
 OW0426  GEOID HEIGHT-          -8.80  (meters)                     GEOID03
 OW0426
 OW0426  HORZ ORDER  -  THIRD
 OW0426
 OW0426.The horizontal coordinates were established by classical geodetic methods
 OW0426.and adjusted by the National Geodetic Survey in January 1997..
 OW0426
 OW0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0426
 OW0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0426
 OW0426.The geoid height was determined by GEOID03.
 OW0426
 OW0426;                    North         East     Units Scale Factor Converg.
 OW0426;SPC WYWC     -   334,165.225   550,060.346   MT  0.99996817   -0 25 30.7
 OW0426;UTM  12      - 4,818,416.243   631,956.851   MT  0.99981419   +1 07 26.3
 OW0426
 OW0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0426!SPC WYWC     -   0.99962685  x   0.99996817  =   0.99959503
 OW0426!UTM  12      -   0.99962685  x   0.99981419  =   0.99944111
 OW0426
 OW0426:                Primary Azimuth Mark                     Grid Az
 OW0426:SPC WYWC     -  COULEE                                   038 18 01.2
 OW0426:UTM  12      -  COULEE                                   036 45 04.2
 OW0426
 OW0426|---------------------------------------------------------------------|
 OW0426| PID    Reference Object                     Distance      Geod. Az  |
 OW0426|                                                           dddmmss.s |
 OW0426| OW0317 COULEE                              APPROX. 7.2 KM 0375230.5 |
 OW0426|---------------------------------------------------------------------|
 OW0426
 OW0426                          SUPERSEDED SURVEY CONTROL
 OW0426
 OW0426  NAD 83(1986)-  43 30 25.28962(N)    109 22 03.30912(W) AD(       ) 3
 OW0426  NGVD 29 (11/06/89) 2388.1    (m)         7835.     (f) VERT ANG       
 OW0426
 OW0426.Superseded values are not recommended for survey control.
 OW0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0426.See file dsdata.txt to determine how the superseded data were derived.
 OW0426
 OW0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP3195718416(NAD 83)
 OW0426_MARKER: DD = SURVEY DISK
 OW0426_SETTING: 0 = UNSPECIFIED SETTING
 OW0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0426
 OW0426  HISTORY     - Date     Condition        Report By
 OW0426  HISTORY     - 1951     MONUMENTED       USGS
 OW0426
 OW0426                          STATION DESCRIPTION
 OW0426
 OW0426'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 OW0426'STATION LOCATED IN SEC. 8, T 6 N, OF WIND RIVER BASE LINE, R 5 W,
 OW0426'OF WIND RIVER MERIDIAN.
 OW0426'
 OW0426'STATION IS ON E. END OF FLAT MESA KNOWN AS LOWER TABLE.  TO REACH
 OW0426'BY JEEP, DRIVE NW. ON U.S. HIGHWAY 287 FROM BURRIS POST OFFICE,
 OW0426'FREMONT COUNTY, WYOMING, FOR 14.9 MI. TO RD. FORK AND ANDERSONS RANCH.
 OW0426'TAKE RD. FORK TO NE. AND FOLLOW NORTH FORK OF BIG WIND RIVER FOR 7.7
 OW0426'MI. TO MAIL BOX AND RD. FORK E.  TAKE RD. GOING E. FOR 0.4 MI., CROSS
 OW0426'NORTH FORK OF BIG WIND RIVER TO RANCH HOUSE.  CONTINUE S. THRU RANCH
 OW0426'YARD FOR 0.3 MI. TO SAND DRAW, KNOWN AS HARVEY DRAW.  DRIVE UP SAND
 OW0426'DRAW FOR 0.8 MI. TO FORK IN DRAW.  CONTINUE UP RIGHT, S. FORK OF DRAW
 OW0426'FOR 1.1 MI.  LEAVE DRAW AND PICK UP ABANDONED RD. ABOUT 20 YDS. TO S.
 OW0426'FOLLOW THIS RD. IN GENERALLY EASTERLY DIRECTION FOR 3.1 MI. TO DIM
 OW0426'FORK, JUST E. OF DIFFICULT DRAIN CROSSING.  TAKE RIGHT FORK AND
 OW0426'CONTINUE 1.6 MI.  AT THIS POINT, LEAVE THE RD. AND DRIVE GENERALLY SW.
 OW0426'FOR ABOUT 1.5 MI. TO TOP OF MESA AND STATION ON EXTREME E. END OF
 OW0426'MESA.
 OW0426'
 OW0426'RECOVERED BY USGS IN 1967.
 OW0426'
 OW0426'STATION MARK--STANDARD USGS TABLET CEMENTED IN ROCK PROJECTING 0.2
 OW0426'FT., STAMPED---LOWER TABLE 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0515 ***********************************************************************
 MP0515  DESIGNATION -  LP RICHARDSON ABANDONED
 MP0515  PID         -  MP0515
 MP0515  STATE/COUNTY-  WY/CARBON
 MP0515  USGS QUAD   -  WHITE ROCK CANYON (1992)
 MP0515
 MP0515                         *CURRENT SURVEY CONTROL
 MP0515  ___________________________________________________________________
 MP0515* NAD 83(1993)-  41 35 20.97924(N)    106 21 52.35201(W)     ADJUSTED  
 MP0515* NAVD 88     -      2580.77   (+/-2cm)    8467.1    (feet)  VERTCON   
 MP0515  ___________________________________________________________________
 MP0515  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 MP0515  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 MP0515
 MP0515  HORZ ORDER  -  THIRD
 MP0515  VERT ORDER  -  THIRD ? (See Below)
 MP0515
 MP0515.The horizontal coordinates were established by classical geodetic methods
 MP0515.and adjusted by the National Geodetic Survey in January 1997..
 MP0515
 MP0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0515.The vertical order pertains to the NGVD 29 superseded value.
 MP0515
 MP0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0515
 MP0515.The geoid height was determined by GEOID03.
 MP0515
 MP0515;                    North         East     Units Scale Factor Converg.
 MP0515;SPC WYEC     -   221,402.276   480,774.716   MT  1.00001776   +0 38 35.2
 MP0515;UTM  13      - 4,605,061.937   386,266.573   MT  0.99975918   -0 54 21.1
 MP0515
 MP0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0515!SPC WYEC     -   0.99959722  x   1.00001776  =   0.99961497
 MP0515!UTM  13      -   0.99959722  x   0.99975918  =   0.99935650
 MP0515
 MP0515:                Primary Azimuth Mark                     Grid Az
 MP0515:SPC WYEC     -  MILO                                     242 19 30.0
 MP0515:UTM  13      -  MILO                                     243 52 26.3
 MP0515
 MP0515|---------------------------------------------------------------------|
 MP0515| PID    Reference Object                     Distance      Geod. Az  |
 MP0515|                                                           dddmmss.s |
 MP0515| MP0516 MILO                                APPROX. 2.8 KM 2425805.2 |
 MP0515|---------------------------------------------------------------------|
 MP0515
 MP0515                          SUPERSEDED SURVEY CONTROL
 MP0515
 MP0515  NAD 83(1986)-  41 35 20.96949(N)    106 21 52.34731(W) AD(       ) 3
 MP0515  NAD 27      -  41 35 21.09793(N)    106 21 50.28101(W) AD(       ) 3
 MP0515  NGVD 29 (07/19/86) 2579.51   (m)         8462.9    (f) LEVELING    3  
 MP0515
 MP0515.Superseded values are not recommended for survey control.
 MP0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0515.See file dsdata.txt to determine how the superseded data were derived.
 MP0515
 MP0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG8626705062(NAD 83)
 MP0515_MARKER: Q = CHISELED SQUARE
 MP0515_SETTING: 66 = SET IN ROCK OUTCROP
 MP0515
 MP0515  HISTORY     - Date     Condition        Report By
 MP0515  HISTORY     - 1953     MONUMENTED       USGS
 MP0515
 MP0515                          STATION DESCRIPTION
 MP0515
 MP0515'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0515'STATION IS LOCATED ABOUT 6.0 MI. (AIRLINE) SE. OF ELK MOUNTAIN,
 MP0515'ABOUT 0.1 MI. E. OF THE MULE CREEK ROAD, AT THE N. RIM OF A HIGH
 MP0515'GRASS COVERED ROCKY MESA.
 MP0515'
 MP0515'STATION MARK--A CHISELED SQUARE, ON A GRANITE BOULDER.
 MP0515'
 MP0515'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0965 ***********************************************************************
 MO0965  DESIGNATION -  LS 70
 MO0965  PID         -  MO0965
 MO0965  STATE/COUNTY-  WY/ALBANY
 MO0965  USGS QUAD   -  LARAMIE (1978)
 MO0965
 MO0965                         *CURRENT SURVEY CONTROL
 MO0965  ___________________________________________________________________
 MO0965* NAD 83(1986)-  41 17 09.     (N)    105 31 20.     (W)     SCALED    
 MO0965* NAVD 88     -      2273.126  (meters)    7457.75   (feet)  ADJUSTED  
 MO0965  ___________________________________________________________________
 MO0965  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 MO0965  DYNAMIC HT  -        2271.134 (meters)    7451.21  (feet)  COMP
 MO0965  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 MO0965
 MO0965  VERT ORDER  -  FIRST     CLASS II
 MO0965
 MO0965.The horizontal coordinates were scaled from a topographic map and have
 MO0965.an estimated accuracy of +/- 6 seconds.
 MO0965
 MO0965.The orthometric height was determined by differential leveling
 MO0965.and adjusted by the National Geodetic Survey in June 1991..
 MO0965
 MO0965.The geoid height was determined by GEOID03.
 MO0965
 MO0965.The dynamic height is computed by dividing the NAVD 88
 MO0965.geopotential number by the normal gravity value computed on the
 MO0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0965.degrees latitude (g = 980.6199 gals.).
 MO0965
 MO0965.The modeled gravity was interpolated from observed gravity values.
 MO0965
 MO0965;                    North         East    Units  Estimated Accuracy
 MO0965;SPC WY E     -    87,320.      170,220.      MT  (+/- 180 meters Scaled)
 MO0965
 MO0965                          SUPERSEDED SURVEY CONTROL
 MO0965
 MO0965  NGVD 29 (06/08/92) 2272.060  (m)         7454.25   (f) ADJUSTED    1 2
 MO0965
 MO0965.Superseded values are not recommended for survey control.
 MO0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0965.See file dsdata.txt to determine how the superseded data were derived.
 MO0965
 MO0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF562706(NAD 83)
 MO0965_MARKER: DB = BENCH MARK DISK
 MO0965_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MO0965_SP_SET: HEADWALL
 MO0965_STAMPING: LS 70 7454 1947
 MO0965_MARK LOGO: USGS  
 MO0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0965+STABILITY: SURFACE MOTION
 MO0965
 MO0965  HISTORY     - Date     Condition        Report By
 MO0965  HISTORY     - 1947     MONUMENTED       USGS
 MO0965  HISTORY     - 1983     GOOD             NGS
 MO0965  HISTORY     - 1983     GOOD             NGS
 MO0965
 MO0965                          STATION DESCRIPTION
 MO0965
 MO0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0965'7.8 KM (4.85 MI) EAST FROM LARAMIE.
 MO0965'0.3 KM (0.2 MI) NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0965'STATION IN LARAMIE, THENCE 6.7 KM (4.15 MI) EASTERLY ALONG GRAND
 MO0965'AVENUE, THENCE 0.8 KM (0.5 MI) SOUTHEAST ALONG INTERSTATE HIGHWAY 80,
 MO0965'IN TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 MO0965'CULVERT UNDER OLD U.S. HIGHWAY 30, 30.5 METERS (100.1 FT) SOUTHWEST OF
 MO0965'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, AND 9.2 METERS
 MO0965'(30.2 FT) NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY.
 MO0965
 MO0965                          STATION RECOVERY (1983)
 MO0965
 MO0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0317 ***********************************************************************
 MO0317  DESIGNATION -  LSB 1 RP
 MO0317  PID         -  MO0317
 MO0317  STATE/COUNTY-  WY/PLATTE
 MO0317  USGS QUAD   -  
 MO0317
 MO0317                         *CURRENT SURVEY CONTROL
 MO0317  ___________________________________________________________________
 MO0317* NAD 83(1993)-  41 40 09.91277(N)    104 46 36.75703(W)     ADJUSTED  
 MO0317* NAVD 88     -      1714.440  (meters)    5624.79   (feet)  ADJUSTED  
 MO0317  ___________________________________________________________________
 MO0317  LAPLACE CORR-         -10.90  (seconds)                    DEFLEC99
 MO0317  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 MO0317  DYNAMIC HT  -        1713.130 (meters)    5620.49  (feet)  COMP
 MO0317  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 MO0317
 MO0317  HORZ ORDER  -  THIRD
 MO0317  VERT ORDER  -  SECOND    CLASS 0
 MO0317
 MO0317.The horizontal coordinates were established by classical geodetic methods
 MO0317.and adjusted by the National Geodetic Survey in January 1997..
 MO0317
 MO0317.The orthometric height was determined by differential leveling
 MO0317.and adjusted by the National Geodetic Survey in June 1991..
 MO0317
 MO0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0317
 MO0317.The geoid height was determined by GEOID03.
 MO0317
 MO0317.The dynamic height is computed by dividing the NAVD 88
 MO0317.geopotential number by the normal gravity value computed on the
 MO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0317.degrees latitude (g = 980.6199 gals.).
 MO0317
 MO0317.The modeled gravity was interpolated from observed gravity values.
 MO0317
 MO0317;                    North         East     Units Scale Factor Converg.
 MO0317;SPC WY E     -   129,935.895   232,458.983   MT  0.99995046   +0 15 32.9
 MO0317;UTM  13      - 4,613,097.434   518,573.857   MT  0.99960425   +0 08 54.0
 MO0317
 MO0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0317!SPC WY E     -   0.99973359  x   0.99995046  =   0.99968406
 MO0317!UTM  13      -   0.99973359  x   0.99960425  =   0.99933794
 MO0317
 MO0317|---------------------------------------------------------------------|
 MO0317| PID    Reference Object                     Distance      Geod. Az  |
 MO0317|                                                           dddmmss.s |
 MO0317| MO1157 SITE 1 NORTH CL                      97.581 METERS 18507     |
 MO0317| MO1158 F 2 11                              APPROX. 0.6 KM 2515823.3 |
 MO0317|---------------------------------------------------------------------|
 MO0317
 MO0317                          SUPERSEDED SURVEY CONTROL
 MO0317
 MO0317  NAD 83(1986)-  41 40 09.89696(N)    104 46 36.75552(W) AD(       ) 3
 MO0317  NGVD 29 (??/??/92) 1713.553  (m)         5621.88   (f) ADJ UNCH    2 0
 MO0317
 MO0317.Superseded values are not recommended for survey control.
 MO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0317.See file dsdata.txt to determine how the superseded data were derived.
 MO0317
 MO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG1857413097(NAD 83)
 MO0317_MARKER: DD = SURVEY DISK
 MO0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0317_STAMPING: LSB-9 RP 1960
 MO0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0317+STABILITY: SURFACE MOTION
 MO0317
 MO0317  HISTORY     - Date     Condition        Report By
 MO0317  HISTORY     - 1960     MONUMENTED       CGS
 MO0317
 MO0317                          STATION DESCRIPTION
 MO0317
 MO0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 MO0317'5 MI SE FROM CHUGWATER.
 MO0317'LOCATED AT THE F.E. WARREN AIR FORCE BASE, MISSILE SITE 549-1.
 MO0317'IT IS A STANDARD STATION MARK DISK SET IN THE TOP OF A 10 INCH
 MO0317'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS STAMPED
 MO0317'LSB-1 RP 1960.  IT IS 10 FEET WEST OF A SMALL CONCRETE BUILDING,
 MO0317'300 FEET NORTH OF THE LAUNCHER ON THE CENTER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0240 ***********************************************************************
 OW0240  DESIGNATION -  LUCERNE
 OW0240  PID         -  OW0240
 OW0240  STATE/COUNTY-  WY/HOT SPRINGS
 OW0240  USGS QUAD   -  KIRBY (1985)
 OW0240
 OW0240                         *CURRENT SURVEY CONTROL
 OW0240  ___________________________________________________________________
 OW0240* NAD 83(1993)-  43 45 11.61371(N)    108 10 34.58876(W)     ADJUSTED  
 OW0240* NAVD 88     -      1314.     (meters)    4311.     (feet)  SCALED    
 OW0240  ___________________________________________________________________
 OW0240  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 OW0240  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 OW0240
 OW0240  HORZ ORDER  -  THIRD
 OW0240
 OW0240.The horizontal coordinates were established by classical geodetic methods
 OW0240.and adjusted by the National Geodetic Survey in January 1997..
 OW0240
 OW0240.The orthometric height was scaled from a topographic map.
 OW0240
 OW0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0240
 OW0240.The geoid height was determined by GEOID03.
 OW0240
 OW0240;                    North         East     Units Scale Factor Converg.
 OW0240;SPC WYWC     -   361,491.998   646,203.771   MT  0.99996375   +0 23 48.4
 OW0240;SPC WYEC     -   461,677.368   332,115.424   MT  0.99999416   -0 34 58.7
 OW0240;UTM  12      - 4,848,340.344   727,330.029   MT  1.00023569   +1 57 12.9
 OW0240
 OW0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0240!SPC WYWC     -   0.99979609  x   0.99996375  =   0.99975984
 OW0240!SPC WYEC     -   0.99979609  x   0.99999416  =   0.99979025
 OW0240!UTM  12      -   0.99979609  x   1.00023569  =   1.00003173
 OW0240
 OW0240|---------------------------------------------------------------------|
 OW0240| PID    Reference Object                     Distance      Geod. Az  |
 OW0240|                                                           dddmmss.s |
 OW0240| CP5727 LUCERNE RM 1                         28.905 METERS 11959     |
 OW0240| CP5726 LUCERNE AZ MK                                      1762926.0 |
 OW0240| OW0239 LUCERNE 2                             6.185 METERS 21612     |
 OW0240| CP5728 LUCERNE RM 2                         10.605 METERS 21849     |
 OW0240|---------------------------------------------------------------------|
 OW0240
 OW0240                          SUPERSEDED SURVEY CONTROL
 OW0240
 OW0240  NAD 83(1986)-  43 45 11.60090(N)    108 10 34.59185(W) AD(       ) 3
 OW0240  NAD 27      -  43 45 11.76800(N)    108 10 32.23900(W) AD(       ) 3
 OW0240
 OW0240.Superseded values are not recommended for survey control.
 OW0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0240.See file dsdata.txt to determine how the superseded data were derived.
 OW0240
 OW0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2733048340(NAD 83)
 OW0240_MARKER: DS = TRIANGULATION STATION DISK
 OW0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0240
 OW0240  HISTORY     - Date     Condition        Report By
 OW0240  HISTORY     - 1936     MONUMENTED       CGS
 OW0240  HISTORY     - 1943     GOOD             CGS
 OW0240  HISTORY     - 1955     SEE DESCRIPTION  CGS
 OW0240
 OW0240                          STATION DESCRIPTION
 OW0240
 OW0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0240'ABOUT 7 MILES NORTH AND 2 MILES EAST OF THERMOPOLIS, 1-1/4
 OW0240'MILES NORTH OF LUCERNE POST OFFICE, AT HALF SECTION LANE
 OW0240'ROAD GOING WEST FROM U.S. HIGHWAY 20, AND IN NORTHEAST QUARTER
 OW0240'SEC. 30, T. 44 N., R. 94 W., 35 FEET WEST OF HIGHWAY, 35
 OW0240'FEET NORTH OF LANE ROAD, 25 FEET NORTH OF WIRE GATE IN FENCE
 OW0240'CORNER, 12 FEET SOUTHEAST OF ANGLING DITCH, AND 4 FEET WEST OF
 OW0240'FENCE.  TO REACH FROM THERMOPOLIS GO EAST, THEN NORTHERLY
 OW0240'ON U.S. HIGHWAY 20 (OILED ROAD) 7.3 MILES TO LUCERNE.
 OW0240'CONTINUE NORTH ON HIGHWAY 1.2 MILES TO STATION ON LEFT.
 OW0240'STATION MARK IS STANDARD DISK IN CONCRETE.
 OW0240'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 OW0240'CONCRETE.  NO. 1 IS 28.910 METERS (94.85
 OW0240'FEET) SOUTHEAST OF STATION S 60 DEG 03 MIN E.
 OW0240'NO. 2 IS 10.594 METERS (34.76 FEET) SOUTHWEST
 OW0240'S 38 DEG 51 MIN W.  AZIMUTH MARK IS ABOUT 40 FEET EAST OF
 OW0240'CENTER LINE OF U.S. HIGHWAY 20, AND 0.2 MILE SOUTH OF
 OW0240'STATION S 03 DEG 30 MIN E.
 OW0240
 OW0240                          STATION RECOVERY (1943)
 OW0240
 OW0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (COS)
 OW0240'DESCRIPTION AND ROUTE TO STATION EXCELLENT.  STATION IN GOOD
 OW0240'CONDITION.
 OW0240
 OW0240                          STATION RECOVERY (1955)
 OW0240
 OW0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OW0240'THE STATION MARKS, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK
 OW0240'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 OW0240'TO THE REFERENCE MARKS AND AZIMUTH MARK WERE VERIFIED, AND
 OW0240'THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 OW0240'
 OW0240'DUE TO ROAD CONSTRUCTION TO WIDEN U.S. HIGHWAY 20 AT THE
 OW0240'STATION, MR. ADRIAN G. CLARY, PROJECT ENGINEER, WYOMING
 OW0240'HIGHWAY DEPARTMENT, WORLAND, WYOMING, WAS CONTACTED TO DETERMINE
 OW0240'WHAT MARKS WERE WITHIN THE LIMITS OF CONSTRUCTION.  IT WAS
 OW0240'NECESSARY TO DESTROY THE SURFACE AND UNDERGROUND STATION
 OW0240'MARKS, REFERENCE MARK 1 AND AZIMUTH MARK.
 OW0240'
 OW0240'STATION LUCERNE 2 1955 WAS ESTABLISHED, AND A TRAVERSE CONNECTION
 OW0240'WAS MADE FROM STATION LUCERNE 1936, DISTANCE BEING 6.185 M.
 OW0240'(29.285 FT.) SW TO STATION LUCERNE 2 1955 FROM STATION IN
 OW0240'AZIMUTH 36 DEG 11 MIN 41 SEC.
 OW0240'
 OW0240'STATION DESTROYED JULY 27, 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0239 ***********************************************************************
 OW0239  DESIGNATION -  LUCERNE 2
 OW0239  PID         -  OW0239
 OW0239  STATE/COUNTY-  WY/HOT SPRINGS
 OW0239  USGS QUAD   -  KIRBY (1985)
 OW0239
 OW0239                         *CURRENT SURVEY CONTROL
 OW0239  ___________________________________________________________________
 OW0239* NAD 83(1993)-  43 45 11.45199(N)    108 10 34.75204(W)     ADJUSTED  
 OW0239* NAVD 88     -      1314.     (meters)    4311.     (feet)  SCALED    
 OW0239  ___________________________________________________________________
 OW0239  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 OW0239  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 OW0239
 OW0239  HORZ ORDER  -  THIRD
 OW0239
 OW0239.The horizontal coordinates were established by classical geodetic methods
 OW0239.and adjusted by the National Geodetic Survey in January 1997..
 OW0239.No horizontal observational check was made to the station.
 OW0239
 OW0239.The orthometric height was scaled from a topographic map.
 OW0239
 OW0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0239
 OW0239.The geoid height was determined by GEOID03.
 OW0239
 OW0239;                    North         East     Units Scale Factor Converg.
 OW0239;SPC WYWC     -   361,486.982   646,200.153   MT  0.99996374   +0 23 48.3
 OW0239;SPC WYEC     -   461,672.414   332,111.721   MT  0.99999417   -0 34 58.8
 OW0239;UTM  12      - 4,848,335.230   727,326.547   MT  1.00023567   +1 57 12.8
 OW0239
 OW0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0239!SPC WYWC     -   0.99979609  x   0.99996374  =   0.99975983
 OW0239!SPC WYEC     -   0.99979609  x   0.99999417  =   0.99979026
 OW0239!UTM  12      -   0.99979609  x   1.00023567  =   1.00003171
 OW0239
 OW0239|---------------------------------------------------------------------|
 OW0239| PID    Reference Object                     Distance      Geod. Az  |
 OW0239|                                                           dddmmss.s |
 OW0239| OW0191 LUCERNE 3                            27.637 METERS 00322     |
 OW0239| OW0240 LUCERNE                               6.185 METERS 03612     |
 OW0239| CP5729 LUCERNE 2 RM 3                       40.075 METERS 10444     |
 OW0239| OW0193 LUCERNE 2 AZ MK                                    1734245.6 |
 OW0239| CP5728 LUCERNE RM 2                          4.438 METERS 22220     |
 OW0239|---------------------------------------------------------------------|
 OW0239
 OW0239                          SUPERSEDED SURVEY CONTROL
 OW0239
 OW0239  NAD 83(1986)-  43 45 11.43918(N)    108 10 34.75513(W) AD(       ) 3
 OW0239  NAD 27      -  43 45 11.60600(N)    108 10 32.40200(W) AD(       ) 3
 OW0239
 OW0239.Superseded values are not recommended for survey control.
 OW0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0239.See file dsdata.txt to determine how the superseded data were derived.
 OW0239
 OW0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2732748335(NAD 83)
 OW0239_MARKER: DS = TRIANGULATION STATION DISK
 OW0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0239
 OW0239  HISTORY     - Date     Condition        Report By
 OW0239  HISTORY     - 1955     MONUMENTED       CGS
 OW0239  HISTORY     - 1969     GOOD             CGS
 OW0239
 OW0239                          STATION DESCRIPTION
 OW0239
 OW0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OW0239'THE STATION IS ABOUT 7 MI. N AND 2 MI. E OF THERMOPOLIS,
 OW0239'1.2 MI. N ALONG U.S. HIGHWAY 20 FROM THE LUCERNE POST OFFICE,
 OW0239'AT THE HALF-SECTION LANE ROAD GOING W FROM U.S. HIGHWAY 20,
 OW0239'IN THE NE QUARTER OF SECTION 30, T 44 N, R 94 W, 56 FT. W OF
 OW0239'THE HIGHWAY, 12 FT. N OF A FENCE CORNER OF THE HIGHWAY
 OW0239'RIGHT-OF-WAY AND A.C. MELTON PROPERTY, AND 2 FT. SE OF A WHITE
 OW0239'WITNESS POST.
 OW0239'
 OW0239'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE
 OW0239'OF LUCERNE, GO N ON U.S. HIGHWAY 20 FOR 1.0 MI. TO MR. WILLARD
 OW0239'V. WILSONS HOUSE AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 OW0239'N FOR 0.2 MI. TO THE STATION ON THE LEFT.
 OW0239'
 OW0239'THE STATION MARKS ARE STANDARD DISKS, STAMPED LUCERNE 2
 OW0239'1955.  SURFACE MARK IS SET IN A 12- BY 12-IN. CONCRETE
 OW0239'POST WHICH PROJECTS 4 IN. ABOVE GROUND.  THE
 OW0239'UNDERGROUND MARK IS SET 42 IN. BELOW GROUND IN A ROUND CONCRETE
 OW0239'POST 8 IN. IN DIAMETER.
 OW0239'
 OW0239'REFERENCE MARK 2, A STANDARD DISK SET IN A 10- BY 10-IN.
 OW0239'CONCRETE POST, STAMPED LUCERNE NO 2 1936, IS 7
 OW0239'FT. W OF THE HIGHWAY RIGHT-OF-WAY FENCE LINE, AND 15 FT. N
 OW0239'OF A LANE ROAD.  IT PROJECTS 2 IN. ABOVE GROUND.
 OW0239'
 OW0239'REFERENCE MARK 3, A STANDARD DISK SET IN A 12- BY 12-IN.
 OW0239'CONCRETE POST, STAMPED LUCERNE 2 NO 3 1955, IS
 OW0239'3 FT. N OF AN IRRIGATION DITCH, AND 3 FT. W OF POWERLINE
 OW0239'POLE NO. P 45F FPO 640.  IT PROJECTS 6 IN. ABOVE GROUND.
 OW0239'
 OW0239'THE AZIMUTH MARK, A STANDARD DISK SET IN A 12- BY 12-IN.
 OW0239'CONCRETE POST, STAMPED LUCERNE 2 1955, IS 102 FT.
 OW0239'N OF MR. WILSONS HOUSE, 72 FT. S OF POWERLINE POLE NO.  46F
 OW0239'FPD 735 WITH A TRANSFORMER, AND 2 FT. W OF A WITNESS POST.
 OW0239'IT PROJECTS 6 IN. ABOVE THE GROUND.
 OW0239'
 OW0239'A 4-FT. TRIPOD WAS USED.
 OW0239
 OW0239                          STATION RECOVERY (1969)
 OW0239
 OW0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 OW0239'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 OW0239'STATION MARK AND REFERENCE MARK NO. 2 WERE IN THE WAY OF
 OW0239'ROAD CONSTRUCTION, SO REFERENCE MARK NO. 3 AND LUCERNE 3 WERE
 OW0239'ESTABLISHED AT THE REQUEST OF THE PROPERTY OWNER.  LUCERNE
 OW0239'2 1955 AND REFERENCE MARK NO. 2 WERE THEN DESTROYED.  FOR
 OW0239'DETAILS, SEE DESCRIPTION FOR LUCERNE 3 1969.
 OW0239'
 OW0239'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MI N
 OW0239'OF THERMOPLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0193 ***********************************************************************
 OW0193  DESIGNATION -  LUCERNE 2 AZ MK
 OW0193  PID         -  OW0193
 OW0193  STATE/COUNTY-  WY/HOT SPRINGS
 OW0193  USGS QUAD   -  KIRBY (1985)
 OW0193
 OW0193                         *CURRENT SURVEY CONTROL
 OW0193  ___________________________________________________________________
 OW0193* NAD 83(1986)-  43 45 00.     (N)    108 10 33.     (W)     SCALED    
 OW0193* NAVD 88     -      1315.479  (meters)    4315.87   (feet)  ADJUSTED  
 OW0193  ___________________________________________________________________
 OW0193  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 OW0193  DYNAMIC HT  -        1314.803 (meters)    4313.65  (feet)  COMP
 OW0193  MODELED GRAV-     980,060.0   (mgal)                       NAVD 88
 OW0193
 OW0193  VERT ORDER  -  FIRST     CLASS II
 OW0193
 OW0193.The horizontal coordinates were scaled from a topographic map and have
 OW0193.an estimated accuracy of +/- 6 seconds.
 OW0193
 OW0193.The orthometric height was determined by differential leveling
 OW0193.and adjusted by the National Geodetic Survey in June 1991..
 OW0193
 OW0193.The geoid height was determined by GEOID03.
 OW0193
 OW0193.The dynamic height is computed by dividing the NAVD 88
 OW0193.geopotential number by the normal gravity value computed on the
 OW0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0193.degrees latitude (g = 980.6199 gals.).
 OW0193
 OW0193.The modeled gravity was interpolated from observed gravity values.
 OW0193
 OW0193;                    North         East    Units  Estimated Accuracy
 OW0193;SPC WYWC     -   361,130.      646,240.      MT  (+/- 180 meters Scaled)
 OW0193
 OW0193                          SUPERSEDED SURVEY CONTROL
 OW0193
 OW0193  NGVD 29 (06/08/92) 1314.647  (m)         4313.14   (f) ADJUSTED    1 2
 OW0193
 OW0193.Superseded values are not recommended for survey control.
 OW0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0193.See file dsdata.txt to determine how the superseded data were derived.
 OW0193
 OW0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP273479(NAD 83)
 OW0193_MARKER: DZ = AZIMUTH MARK DISK
 OW0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0193_SP_SET: CONCRETE POST
 OW0193_STAMPING: LUCERNE 2 1955
 OW0193_MARK LOGO: CGS   
 OW0193_PROJECTION: FLUSH
 OW0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0193+STABILITY: SURFACE MOTION
 OW0193
 OW0193  HISTORY     - Date     Condition        Report By
 OW0193  HISTORY     - 1955     MONUMENTED       CGS
 OW0193  HISTORY     - 1982     GOOD             NGS
 OW0193
 OW0193                          STATION DESCRIPTION
 OW0193
 OW0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0193'13.5 KM (8.4 MI) NORTH FROM THERMOPOLIS.
 OW0193'13.5 KM (8.4 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0193'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 22.3 METERS (73.2 FT) EAST OF
 OW0193'THE CENTERLINE OF THE HIGHWAY, 14.1 METERS (46.3 FT) SOUTH OF THE
 OW0193'CENTER OF A FIELD ENTRANCE, 10.7 METERS (35.1 FT) SOUTH OF A GATE POST
 OW0193'AND 0.3 KM (1.0 FT) WEST OF A FENCE CORNER.
 OW0193'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 OW0193'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0191 ***********************************************************************
 OW0191  DESIGNATION -  LUCERNE 3
 OW0191  PID         -  OW0191
 OW0191  STATE/COUNTY-  WY/HOT SPRINGS
 OW0191  USGS QUAD   -  KIRBY (1985)
 OW0191
 OW0191                         *CURRENT SURVEY CONTROL
 OW0191  ___________________________________________________________________
 OW0191* NAD 83(1993)-  43 45 12.34592(N)    108 10 34.67963(W)     ADJUSTED  
 OW0191* NAVD 88     -      1314.949  (meters)    4314.13   (feet)  ADJUSTED  
 OW0191  ___________________________________________________________________
 OW0191  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 OW0191  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 OW0191  DYNAMIC HT  -        1314.273 (meters)    4311.91  (feet)  COMP
 OW0191  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 OW0191
 OW0191  HORZ ORDER  -  THIRD
 OW0191  VERT ORDER  -  FIRST     CLASS II
 OW0191
 OW0191.The horizontal coordinates were established by classical geodetic methods
 OW0191.and adjusted by the National Geodetic Survey in January 1997..
 OW0191.No horizontal observational check was made to the station.
 OW0191
 OW0191.The orthometric height was determined by differential leveling
 OW0191.and adjusted by the National Geodetic Survey in June 1991..
 OW0191
 OW0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0191
 OW0191.The geoid height was determined by GEOID03.
 OW0191
 OW0191.The dynamic height is computed by dividing the NAVD 88
 OW0191.geopotential number by the normal gravity value computed on the
 OW0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0191.degrees latitude (g = 980.6199 gals.).
 OW0191
 OW0191.The modeled gravity was interpolated from observed gravity values.
 OW0191
 OW0191;                    North         East     Units Scale Factor Converg.
 OW0191;SPC WYWC     -   361,514.581   646,201.581   MT  0.99996375   +0 23 48.3
 OW0191;UTM  12      - 4,848,362.865   727,327.226   MT  1.00023567   +1 57 12.9
 OW0191
 OW0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0191!SPC WYWC     -   0.99979591  x   0.99996375  =   0.99975967
 OW0191!UTM  12      -   0.99979591  x   1.00023567  =   1.00003153
 OW0191
 OW0191|---------------------------------------------------------------------|
 OW0191| PID    Reference Object                     Distance      Geod. Az  |
 OW0191|                                                           dddmmss.s |
 OW0191| CP5729 LUCERNE 2 RM 3                       52.974 METERS 13530     |
 OW0191| OW0193 LUCERNE 2 AZ MK                                    1742453.1 |
 OW0191| OW0239 LUCERNE 2                            27.637 METERS 18322     |
 OW0191| CP5730 LUCERNE 3 RM 4                        9.098 METERS 34849     |
 OW0191|---------------------------------------------------------------------|
 OW0191
 OW0191                          SUPERSEDED SURVEY CONTROL
 OW0191
 OW0191  NAD 83(1986)-  43 45 12.33311(N)    108 10 34.68271(W) AD(       ) 3
 OW0191  NAD 27      -  43 45 12.49974(N)    108 10 32.32957(W) AD(       ) 3
 OW0191  NGVD 29 (06/08/92) 1314.118  (m)         4311.40   (f) ADJUSTED    1 2
 OW0191
 OW0191.Superseded values are not recommended for survey control.
 OW0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0191.See file dsdata.txt to determine how the superseded data were derived.
 OW0191
 OW0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2732748363(NAD 83)
 OW0191_MARKER: DS = TRIANGULATION STATION DISK
 OW0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0191_SP_SET: CONCRETE POST
 OW0191_STAMPING: LUCERNE 3 1969
 OW0191_MARK LOGO: CGS   
 OW0191_PROJECTION: FLUSH
 OW0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0191+STABILITY: SURFACE MOTION
 OW0191
 OW0191  HISTORY     - Date     Condition        Report By
 OW0191  HISTORY     - 1969     MONUMENTED       CGS
 OW0191  HISTORY     - 1982     GOOD             NGS
 OW0191  HISTORY     - 1982     GOOD             LOCSUR
 OW0191
 OW0191                          STATION DESCRIPTION
 OW0191
 OW0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 OW0191'STATION IS LOCATED ALONG U.S. HIGHWAY 20 ABOUT 10 MILES
 OW0191'NORTH-NORTHEAST OF THERMOPLIS, IN THE NORTHEAST QUARTER OF SEC.
 OW0191'30, T 44 N., R. 94 W.  STATION, A STANDARD DISK SET IN THE TOP OF
 OW0191'A ROUND CONCRETE POST AND STAMPED LUCERNE 3 1969, IS 52 FEET
 OW0191'WEST OF THE CENTERLINE OF U.S. 20, 7 FEET EAST OF FENCE, 6
 OW0191'FEET EAST OF A WITNESS POST AND 5-1/2 FEET SOUTHEAST OF A
 OW0191'TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES.
 OW0191'
 OW0191'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAYS
 OW0191'789 AND 120, AT THERMOPLIS, GO WESTERLY THENCE NORTH ON U.S. 20
 OW0191'FOR 7.35 MILES TO SIDE ROAD RIGHT AT THE SETTLEMENT OF LUCERNE.
 OW0191'CONTINUE NORTH ON U.S. 20 FOR 1.0 MILE TO AZIMUTH MARK ON RIGHT.
 OW0191'CONTINUE NORTH ON U.S. 20 FOR 0.25 MILE TO STATION ON LEFT (WEST)
 OW0191'SIDE OF HIGHWAY AS DESCRIBED.
 OW0191'
 OW0191'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A SQUARE
 OW0191'CONCRETE POST AND STAMPED LUCERNE 2 NO 3 1955, IS 73 FEET EAST
 OW0191'OF THE CENTERLINE OF U.S. HIGHWAY 20, 27 FEET NORTH OF A FIELD
 OW0191'DRIVEWAY, 4 FEET WEST OF A POWERLINE POLE AND 3 FEET SOUTHWEST OF
 OW0191'A FENCE CORNER.  THE MARK IS FLUSH WITH THE GROUND.
 OW0191'
 OW0191'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A ROUND
 OW0191'CONCRETE POST AND STAMPED LUCERNE 3 NO 4 1969, IS 58 FEET WEST
 OW0191'OF THE CENTERLINE OF U.S. HIGHWAY 20, 29 FEET NORTH OF A WITNESS
 OW0191'POST, 26 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A
 OW0191'FENCE.  THE MARK PROJECTS 3 INCHES.
 OW0191'
 OW0191'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 OW0191'POST AND STAMPED LUCERNE 2 1955, IS 73 FEET EAST OF THE CENTERLINE
 OW0191'OF U.S. 20, 46 FEET SOUTH OF A FIELD DRIVEWAY, 35 FEET SOUTH OF
 OW0191'A GATE POST, 1 FOOT NORTHWEST OF A WITNESS POST AND 1 FOOT WEST
 OW0191'OF A FENCE CORNER POST.  THERE IS ALSO A SMALL LOCK OF AN
 OW0191'IRRIGATION DITCH ABOUT 8 FEET NORTHEAST OF THE MARK.
 OW0191
 OW0191                          STATION RECOVERY (1982)
 OW0191
 OW0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0191'13.8 KM (8.05 MI) NORTH FROM THERMOPOLIS.
 OW0191'13.8 KM (8.05 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0191'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 29.8 METERS (97.8 FT) NORTH OF
 OW0191'THE CENTER OF A GRAVELED ROAD LEADING WEST, 15.9 METERS (52.2 FT) WEST
 OW0191'OF THE CENTERLINE OF THE HIGHWAY, 9.1 METERS (29.9 FT) SOUTH OF
 OW0191'REFERENCE MARK 4 AND 2.2 METERS (7.2 FT) EAST OF A FENCE.
 OW0191'THE MARK IS 1.8 METERS  E FROM A WITNESS POST.
 OW0191'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 OW0191
 OW0191                          STATION RECOVERY (1982)
 OW0191
 OW0191'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 OW0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1104 ***********************************************************************
 MO1104  DESIGNATION -  LUMMIS
 MO1104  PID         -  MO1104
 MO1104  STATE/COUNTY-  WY/LARAMIE
 MO1104  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO1104
 MO1104                         *CURRENT SURVEY CONTROL
 MO1104  ___________________________________________________________________
 MO1104* NAD 83(1993)-  41 05 36.93622(N)    104 45 10.90131(W)     ADJUSTED  
 MO1104* NAVD 88     -      1884.     (meters)    6181.     (feet)  SCALED    
 MO1104  ___________________________________________________________________
 MO1104  LAPLACE CORR-          -9.30  (seconds)                    DEFLEC99
 MO1104  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 MO1104
 MO1104  HORZ ORDER  -  THIRD
 MO1104
 MO1104.The horizontal coordinates were established by classical geodetic methods
 MO1104.and adjusted by the National Geodetic Survey in January 1997..
 MO1104
 MO1104.The orthometric height was scaled from a topographic map.
 MO1104
 MO1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1104
 MO1104.The geoid height was determined by GEOID03.
 MO1104
 MO1104;                    North         East     Units Scale Factor Converg.
 MO1104;SPC WY E     -    65,996.866   234,750.148   MT  0.99995236   +0 16 18.8
 MO1104;UTM  13      - 4,549,176.284   520,741.311   MT  0.99960529   +0 09 44.4
 MO1104
 MO1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1104!SPC WY E     -   0.99970716  x   0.99995236  =   0.99965953
 MO1104!UTM  13      -   0.99970716  x   0.99960529  =   0.99931256
 MO1104
 MO1104:                Primary Azimuth Mark                     Grid Az
 MO1104:SPC WY E     -  MERNA                                    195 46 43.5
 MO1104:UTM  13      -  MERNA                                    195 53 17.9
 MO1104
 MO1104|---------------------------------------------------------------------|
 MO1104| PID    Reference Object                     Distance      Geod. Az  |
 MO1104|                                                           dddmmss.s |
 MO1104| MO1102 MERNA                               APPROX. 6.4 KM 1960302.3 |
 MO1104| MO1082 CHEYENNE STATE CAPITOL DOME         APPROX. 7.7 KM 3123529.9 |
 MO1104|---------------------------------------------------------------------|
 MO1104
 MO1104                          SUPERSEDED SURVEY CONTROL
 MO1104
 MO1104  NAD 83(1993)-  41 05 36.92122(N)    104 45 10.89899(W) AD(       ) 3
 MO1104  NAD 83(1986)-  41 05 36.92126(N)    104 45 10.89894(W) AD(       ) 3
 MO1104  NAD 27      -  41 05 36.98740(N)    104 45 09.01613(W) AD(       ) 3
 MO1104
 MO1104.Superseded values are not recommended for survey control.
 MO1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1104.See file dsdata.txt to determine how the superseded data were derived.
 MO1104
 MO1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2074149176(NAD 83)
 MO1104_MARKER: DS = TRIANGULATION STATION DISK
 MO1104_SETTING: 0 = UNSPECIFIED SETTING
 MO1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1104
 MO1104  HISTORY     - Date     Condition        Report By
 MO1104  HISTORY     - 1947     MONUMENTED       USGS
 MO1104
 MO1104                          STATION DESCRIPTION
 MO1104
 MO1104'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1104'LUMMIS, LARAMIE CO., WYOMING, STATION IS ABOUT 3.5 MI. SE. OF
 MO1104'CHEYENNE, IN SE. 1/4 OF SEC. 15, T 13 N, R 66 W.
 MO1104'
 MO1104'TO REACH FROM POST OFFICE IN CHEYENNE, GO S. 1.5 MI. ON U.S. HIGHWAYS
 MO1104'85 AND 87 TO MACADAM ROAD ON LEFT, TURN LEFT AND GO 1.7 MI. TO TURN
 MO1104'AT AIRPORT, TURN RIGHT AND GO 0.2 MI. TO RANCH, GO SE. THROUGH YARD
 MO1104'AND CONTINUE 0.5 MI. TO WINDMILL, CONTINUE S. ALONG FENCE 0.2 MI. TO
 MO1104'CORNER, GO 0.5 MI. NE. ACROSS COUNTRY TO OLD STOCK PENS, CONTINUE S.
 MO1104'AND SLIGHTLY E. 0.8 MI. TO TOP OF RIDGE AND STATION.
 MO1104'
 MO1104'STATION MARK--STANDARD TABLET, SET IN A CONCRETE MONUMENT AND
 MO1104'STAMPED ---LUMMIS 1947---.
 MO1104'
 MO1104'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---LUMMIS
 MO1104'NO. 1 1947---, SET IN CONCRETE MONUMENT, 57.0 FT. W. OF STATION.
 MO1104'
 MO1104'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---LUMMIS
 MO1104'NO. 2 1947---, SET IN CONCRETE MONUMENT, 56.6 FT. N. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0313 ***********************************************************************
 PX0313  DESIGNATION -  LY 3
 PX0313  PID         -  PX0313
 PX0313  STATE/COUNTY-  WY/BIG HORN
 PX0313  USGS QUAD   -  NATURAL TRAP CAVE (1964)
 PX0313
 PX0313                         *CURRENT SURVEY CONTROL
 PX0313  ___________________________________________________________________
 PX0313* NAD 83(1993)-  44 53 04.23561(N)    108 12 31.32812(W)     ADJUSTED  
 PX0313* NAVD 88     -      1120.     (meters)    3675.     (feet)  SCALED    
 PX0313  ___________________________________________________________________
 PX0313  LAPLACE CORR-          11.91  (seconds)                    DEFLEC99
 PX0313  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 PX0313
 PX0313  HORZ ORDER  -  SECOND
 PX0313
 PX0313.The horizontal coordinates were established by classical geodetic methods
 PX0313.and adjusted by the National Geodetic Survey in January 1997..
 PX0313
 PX0313.The orthometric height was scaled from a topographic map.
 PX0313
 PX0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0313
 PX0313.The geoid height was determined by GEOID03.
 PX0313
 PX0313;                    North         East     Units Scale Factor Converg.
 PX0313;SPC WYEC     -   587,403.500   330,845.724   MT  0.99999629   -0 37 03.9
 PX0313;SPC MT       -    71,370.432   702,021.718   MT  1.00007127   +0 56 40.5
 PX0313;SPC MT       -   234,154.96  2,303,220.86   iFT  1.00007127   +0 56 40.5
 PX0313;UTM  12      - 4,973,911.773   720,438.932   MT  1.00019757   +1 58 14.0
 PX0313
 PX0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0313!SPC WYEC     -   0.99982635  x   0.99999629  =   0.99982264
 PX0313!SPC MT       -   0.99982635  x   1.00007127  =   0.99989761
 PX0313!UTM  12      -   0.99982635  x   1.00019757  =   1.00002389
 PX0313
 PX0313                          SUPERSEDED SURVEY CONTROL
 PX0313
 PX0313  NAD 83(1986)-  44 53 04.22675(N)    108 12 31.31271(W) AD(       ) 2
 PX0313  NAD 27      -  44 53 04.38650(N)    108 12 28.91580(W) AD(       ) 2
 PX0313
 PX0313.Superseded values are not recommended for survey control.
 PX0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0313.See file dsdata.txt to determine how the superseded data were derived.
 PX0313
 PX0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ2043973912(NAD 83)
 PX0313_MARKER: DB = BENCH MARK DISK
 PX0313_SETTING: 0 = UNSPECIFIED SETTING
 PX0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0313
 PX0313  HISTORY     - Date     Condition        Report By
 PX0313  HISTORY     - 1957     MONUMENTED       BOR
 PX0313
 PX0313                          STATION DESCRIPTION
 PX0313
 PX0313'DESCRIBED BY US BUREAU OF RECLAMATION 1957 (OSR)
 PX0313'STATION IS ABOUT 9 MILES EAST AND 3 MILES NORTH OF LOVELL,
 PX0313'2-1/4 MILES NORTHWEST OF THE CONFLUENCE OF SHOSHONE AND BIG
 PX0313'HORN RIVERS ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH ROAD
 PX0313'AND IN THE NORTHEAST CORNER OF A CEMETERY.  THE STATION IS A
 PX0313'STANDARD BUREAU OF RECLAMATION BENCH MARK DISK WELDED TO THE
 PX0313'TOP OF A 1 INCH IRON PIPE PROJECTING 4 INCHES.  THERE IS NO
 PX0313'STAMPING ON THE DISK.
 PX0313'
 PX0313'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DRY.
 PX0313'THE DISTANCE BEING 35.092 METERS, (115. 13 FEET) SOUTH OF THE
 PX0313'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0792 ***********************************************************************
 MR0792  DESIGNATION -  LYMAN
 MR0792  PID         -  MR0792
 MR0792  STATE/COUNTY-  WY/UINTA
 MR0792  USGS QUAD   -  MOUNTAIN VIEW (1980)
 MR0792
 MR0792                         *CURRENT SURVEY CONTROL
 MR0792  ___________________________________________________________________
 MR0792* NAD 83(1993)-  41 20 05.99312(N)    110 17 17.09218(W)     ADJUSTED  
 MR0792* NAVD 88     -      2041.79   (+/-2cm)    6698.8    (feet)  VERTCON   
 MR0792  ___________________________________________________________________
 MR0792  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 MR0792  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 MR0792
 MR0792  HORZ ORDER  -  SECOND
 MR0792  VERT ORDER  -  THIRD ? (See Below)
 MR0792
 MR0792.The horizontal coordinates were established by classical geodetic methods
 MR0792.and adjusted by the National Geodetic Survey in January 1997..
 MR0792
 MR0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0792.The vertical order pertains to the NGVD 29 superseded value.
 MR0792
 MR0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0792
 MR0792.The geoid height was determined by GEOID03.
 MR0792
 MR0792;                    North         East     Units Scale Factor Converg.
 MR0792;SPC WY W     -   192,742.901   782,862.085   MT  0.99994111   -0 08 06.8
 MR0792;UTM  12      - 4,576,190.546   559,569.490   MT  0.99964367   +0 28 12.7
 MR0792
 MR0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0792!SPC WY W     -   0.99968211  x   0.99994111  =   0.99962324
 MR0792!UTM  12      -   0.99968211  x   0.99964367  =   0.99932590
 MR0792
 MR0792:                Primary Azimuth Mark                     Grid Az
 MR0792:SPC WY W     -  MICROWAVE REL TWR SSW GRANGER            063 19 26.4
 MR0792:UTM  12      -  MICROWAVE REL TWR SSW GRANGER            062 43 06.9
 MR0792
 MR0792|---------------------------------------------------------------------|
 MR0792| PID    Reference Object                     Distance      Geod. Az  |
 MR0792|                                                           dddmmss.s |
 MR0792| MR0774 MICROWAVE REL TWR SSW GRANGER       APPROX.19.0 KM 0631119.6 |
 MR0792| MR0775 MOUNTAIN FUEL UNITA PLT E STK       APPROX.18.1 KM 0673820.3 |
 MR0792| CP5732 LYMAN RM 1                           29.808 METERS 17844     |
 MR0792| CP5733 LYMAN RM 2                           31.605 METERS 26650     |
 MR0792| CP5731 LYMAN AZ MK                                        3053637.6 |
 MR0792|---------------------------------------------------------------------|
 MR0792
 MR0792                          SUPERSEDED SURVEY CONTROL
 MR0792
 MR0792  NAD 83(1986)-  41 20 05.98101(N)    110 17 17.08387(W) AD(       ) 2
 MR0792  NAD 27      -  41 20 06.15700(N)    110 17 14.53030(W) AD(       ) 2
 MR0792  NGVD 29 (07/19/86) 2040.46   (m)         6694.4    (f) LEVELING    3  
 MR0792
 MR0792.Superseded values are not recommended for survey control.
 MR0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0792.See file dsdata.txt to determine how the superseded data were derived.
 MR0792
 MR0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5956976191(NAD 83)
 MR0792_MARKER: DS = TRIANGULATION STATION DISK
 MR0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0792
 MR0792  HISTORY     - Date     Condition        Report By
 MR0792  HISTORY     - 1962     MONUMENTED       CGS
 MR0792  HISTORY     - 1969     GOOD             CGS
 MR0792  HISTORY     - 1975     GOOD             NGS
 MR0792
 MR0792                          STATION DESCRIPTION
 MR0792
 MR0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0792'THE STATION IS AT THE LYMAN CEMETERY, ABOUT 1/2 MILE NORTHEAST
 MR0792'OF THE CENTER OF THE TOWN OF LYMAN.
 MR0792'
 MR0792'TO REACH THE STATION FROM THE POST OFFICE IN LYMAN, GO NORTH
 MR0792'ON U.S. HIGHWAY 30 S FOR 0.2 MILE TO WHERE THE HIGHWAY TURNS
 MR0792'RIGHT AND A GAVELED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE
 MR0792'STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD
 MR0792'LEFT JUST PAST A POWER PLANT.  (TO REACH THE AZIMUTH MARK TURN
 MR0792'LEFT ON SIDE ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT AND THE
 MR0792'MARK ON THE RIGHT.) CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO
 MR0792'THE CEMETERY AND THE STATION.
 MR0792'
 MR0792'STATION MARK IS A STANDARD DISK, STAMPED LYMAN 1962, SET IN THE
 MR0792'TOP OF 12 INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MR0792'OF THE GROUND.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF THE
 MR0792'ENTRANCE DRIVEWAY TO THE CEMETERY, 3.7 FEET EAST-SOUTHEAST OF A
 MR0792'WITNESS POST AND 3 FEET WEST OF A WIRE FENCE.
 MR0792'
 MR0792'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LYAN NO 1 1962,
 MR0792'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0792'3 INCHES.  IT IS 68 FEET WEST OF THE SOUTHWEST CORNER OF A
 MR0792'SMALL METAL BUILDING, 8 FEET NORTH OF A TRACK ROAD AND 3 FEET
 MR0792'WEST OF A WIRE FENCE.  IT IS ABOUT THE SAME ELEVATION AS THE
 MR0792'STATION.
 MR0792'
 MR0792'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LYMAN NO 2 1962,
 MR0792'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0792'4 INCHES.  IT IS 41 FEET SOUTH OF A CATTLE GUARD AND 2 FEET
 MR0792'EAST OF A WIRE FENCE.  IT IS ABOUT 4 FEET LOWER THAN THE
 MR0792'STATION.
 MR0792'
 MR0792'AZIMUTH MARK IS A STANDARD DISK, STAMPED LYMAN 1962, SET IN
 MR0792'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 MR0792'IT IS 76 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 11
 MR0792'FEET NORTH OF THE CENTERLINE OF A LANE, 7 FEET NORTHWEST
 MR0792'OF THE NORTH END OF A METAL CULVERT, 3.5 FEET NORTH OF
 MR0792'TELEPHONE LINE POLE NUMBER 7406 AND 2.5 FEET EAST OF A WITNESS
 MR0792'POST.
 MR0792
 MR0792                          STATION RECOVERY (1969)
 MR0792
 MR0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MR0792'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 MR0792'CONDITION AS DESCRIBED.  A BRIEF SEARCH WAS MADE FOR THE
 MR0792'AZIMUTH MARK, BUT IT WAS NOT FOUND.  THE ROUTE DESCRIPTION WAS
 MR0792'ADEQUATE.
 MR0792
 MR0792                          STATION RECOVERY (1975)
 MR0792
 MR0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RFA)
 MR0792'ALL MARKS WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0397 ***********************************************************************
 OV0397  DESIGNATION -  LYMAN ET
 OV0397  PID         -  OV0397
 OV0397  STATE/COUNTY-  WY/WASHAKIE
 OV0397  USGS QUAD   -  JOE EMGE CREEK (1976)
 OV0397
 OV0397                         *CURRENT SURVEY CONTROL
 OV0397  ___________________________________________________________________
 OV0397* NAD 83(1993)-  43 54 29.71479(N)    107 24 00.00306(W)     ADJUSTED  
 OV0397* NAVD 88     -      1531.8    (meters)    5026.     (feet)  VERTCON   
 OV0397  ___________________________________________________________________
 OV0397  LAPLACE CORR-          10.58  (seconds)                    DEFLEC99
 OV0397  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 OV0397
 OV0397  HORZ ORDER  -  THIRD
 OV0397
 OV0397.The horizontal coordinates were established by classical geodetic methods
 OV0397.and adjusted by the National Geodetic Survey in January 1997..
 OV0397
 OV0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0397
 OV0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0397
 OV0397.The geoid height was determined by GEOID03.
 OV0397
 OV0397;                    North         East     Units Scale Factor Converg.
 OV0397;SPC WYEC     -   478,558.108   394,644.954   MT  0.99993785   -0 02 46.4
 OV0397;UTM  13      - 4,864,482.907   307,283.573   MT  1.00005682   -1 39 53.7
 OV0397
 OV0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0397!SPC WYEC     -   0.99976160  x   0.99993785  =   0.99969947
 OV0397!UTM  13      -   0.99976160  x   1.00005682  =   0.99981841
 OV0397
 OV0397:                Primary Azimuth Mark                     Grid Az
 OV0397:SPC WYEC     -  WARNER ET                                344 53 14.0
 OV0397:UTM  13      -  WARNER ET                                346 30 21.3
 OV0397
 OV0397|---------------------------------------------------------------------|
 OV0397| PID    Reference Object                     Distance      Geod. Az  |
 OV0397|                                                           dddmmss.s |
 OV0397| OV0398 WARNER ET                           APPROX. 9.2 KM 3445027.6 |
 OV0397|---------------------------------------------------------------------|
 OV0397
 OV0397                          SUPERSEDED SURVEY CONTROL
 OV0397
 OV0397  NAD 83(1986)-  43 54 29.69798(N)    107 23 59.99504(W) AD(       ) 3
 OV0397  NAD 27      -  43 54 29.84157(N)    107 23 57.72044(W) AD(       ) 3
 OV0397  NGVD 29 (07/19/86) 1531.0    (m)         5023.     (f) VERT ANG       
 OV0397
 OV0397.Superseded values are not recommended for survey control.
 OV0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0397.See file dsdata.txt to determine how the superseded data were derived.
 OV0397
 OV0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ0728464483(NAD 83)
 OV0397_MARKER: DD = SURVEY DISK
 OV0397_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0397_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OV0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0397
 OV0397  HISTORY     - Date     Condition        Report By
 OV0397  HISTORY     - 1966     MONUMENTED       USGS
 OV0397
 OV0397                          STATION DESCRIPTION
 OV0397
 OV0397'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0397'STATION IS LOCATED ABOUT 9.0 MI. S. AND 2.75 MI. E. OF TEN SLEEP,
 OV0397'WASHAKIE COUNTY, WYOMING.
 OV0397'
 OV0397'TO REACH STATION FROM THE JUNCTION OF THE UPPER NOWOOD ROUTE AND U.S.
 OV0397'HIGHWAY 16, AT THE W. EDGE OF TEN SLEEP, PROCEED ALONG PAVED RD. FOR
 OV0397'9.4 MI. AND MAIL BOX RIGHT OF PAUL R. LYMAN.  TURN RIGHT, PAST RANCH
 OV0397'BUILDINGS AND ACROSS BRIDGE FOR 3.45 MI., FOLLOWING THE MAIN TRAVELED
 OV0397'RD. TO THE TOP OF RIDGE, AND THEN GENERALLY S. TO THE STATION, ON A
 OV0397'PROMINENT POINT OVERLOOKING THE VALLEY TO THE E.
 OV0397'
 OV0397'STATION MARK--STANDARD USGS ALUMINUM TABLET, CEMENTED IN AN IRON PIPE,
 OV0397'SET IN CONCRETE, STAMPED ---LYMAN ET 1966---.
 OV0397'
 OV0397'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0791 ***********************************************************************
 MR0791  DESIGNATION -  LYMAN MUNICIPAL TANK
 MR0791  PID         -  MR0791
 MR0791  STATE/COUNTY-  WY/UINTA
 MR0791  USGS QUAD   -  MOUNTAIN VIEW (1980)
 MR0791
 MR0791                         *CURRENT SURVEY CONTROL
 MR0791  ___________________________________________________________________
 MR0791* NAD 83(1993)-  41 19 26.51277(N)    110 17 52.72259(W)     ADJUSTED  
 MR0791* NAVD 88     -                                                        
 MR0791  ___________________________________________________________________
 MR0791  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 MR0791  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 MR0791
 MR0791  HORZ ORDER  -  THIRD
 MR0791
 MR0791.The horizontal coordinates were established by classical geodetic methods
 MR0791.and adjusted by the National Geodetic Survey in January 1997..
 MR0791
 MR0791
 MR0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0791
 MR0791.The geoid height was determined by GEOID03.
 MR0791
 MR0791;                    North         East     Units Scale Factor Converg.
 MR0791;SPC WY W     -   191,527.006   782,030.640   MT  0.99994147   -0 08 30.2
 MR0791;UTM  12      - 4,574,966.300   558,751.181   MT  0.99964248   +0 27 48.9
 MR0791
 MR0791                          SUPERSEDED SURVEY CONTROL
 MR0791
 MR0791  NAD 83(1986)-  41 19 26.50226(N)    110 17 52.71329(W) AD(       ) 4
 MR0791  NAD 27      -  41 19 26.68000(N)    110 17 50.16000(W) AD(       ) 3
 MR0791
 MR0791.Superseded values are not recommended for survey control.
 MR0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0791.See file dsdata.txt to determine how the superseded data were derived.
 MR0791
 MR0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5875174966(NAD 83)
 MR0791_MARKER: 53 = ELEVATED TANK
 MR0791
 MR0791  HISTORY     - Date     Condition        Report By
 MR0791  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0791
 MR0791                          STATION DESCRIPTION
 MR0791
 MR0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0791'THE STATION IS IN THE WEST PART OF LYMAN.
 MR0791'
 MR0791'THE STATION IS THE TOP CENTER OF THE WATER TANK.  IT IS SUPPORTED
 MR0791'BY FOUR STEEL LEGS AND IS SILVER IN COLOR.  IT IS ABOUT 100 FEET
 MR0791'HIGH.  THIS STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0331 ***********************************************************************
 OV0331  DESIGNATION -  LYNCH
 OV0331  PID         -  OV0331
 OV0331  STATE/COUNTY-  WY/JOHNSON
 OV0331  USGS QUAD   -  LINCH (1973)
 OV0331
 OV0331                         *CURRENT SURVEY CONTROL
 OV0331  ___________________________________________________________________
 OV0331* NAD 83(1993)-  43 36 53.37122(N)    106 10 12.68292(W)     ADJUSTED  
 OV0331* NAVD 88     -      1609.7    (meters)    5281.     (feet)  VERTCON   
 OV0331  ___________________________________________________________________
 OV0331  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 OV0331  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 OV0331
 OV0331  HORZ ORDER  -  THIRD
 OV0331
 OV0331.The horizontal coordinates were established by classical geodetic methods
 OV0331.and adjusted by the National Geodetic Survey in January 1997..
 OV0331
 OV0331.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0331
 OV0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0331
 OV0331.The geoid height was determined by GEOID03.
 OV0331
 OV0331;                    North         East     Units Scale Factor Converg.
 OV0331;SPC WYEC     -   446,613.246   493,887.186   MT  1.00004589   +0 48 08.7
 OV0331;UTM  13      - 4,829,758.976   405,575.943   MT  0.99970967   -0 48 26.2
 OV0331
 OV0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0331!SPC WYEC     -   0.99974987  x   1.00004589  =   0.99979575
 OV0331!UTM  13      -   0.99974987  x   0.99970967  =   0.99945961
 OV0331
 OV0331:                Primary Azimuth Mark                     Grid Az
 OV0331:SPC WYEC     -  IRVINE                                   034 19 04.1
 OV0331:UTM  13      -  IRVINE                                   035 55 39.0
 OV0331
 OV0331|---------------------------------------------------------------------|
 OV0331| PID    Reference Object                     Distance      Geod. Az  |
 OV0331|                                                           dddmmss.s |
 OV0331| OV0329 IRVINE                              APPROX. 9.4 KM 0350712.8 |
 OV0331|---------------------------------------------------------------------|
 OV0331
 OV0331                          SUPERSEDED SURVEY CONTROL
 OV0331
 OV0331  NAD 83(1986)-  43 36 53.35277(N)    106 10 12.65721(W) AD(       ) 3
 OV0331  NAD 27      -  43 36 53.45183(N)    106 10 10.58028(W) AD(       ) 3
 OV0331  NGVD 29 (07/19/86) 1608.9    (m)         5279.     (f) VERT ANG       
 OV0331
 OV0331.Superseded values are not recommended for survey control.
 OV0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0331.See file dsdata.txt to determine how the superseded data were derived.
 OV0331
 OV0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ0557629759(NAD 83)
 OV0331_MARKER: DD = SURVEY DISK
 OV0331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0331_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OV0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0331
 OV0331  HISTORY     - Date     Condition        Report By
 OV0331  HISTORY     - 1952     MONUMENTED       USGS
 OV0331
 OV0331                          STATION DESCRIPTION
 OV0331
 OV0331'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OV0331'STATION IS ABOUT 11.0 MI. S. AND 5.0 MI. E. OF SUSSEX, WYOMING, ON
 OV0331'THE W. END OF A WOODED RIDGE.
 OV0331'
 OV0331'TO REACH FROM SUSSEX, WYOMING, PROCEED SE. ON COUNTY RD. FOR 9.2 MI.
 OV0331'TO Y-FORK IN COUNTY RD.  TURN RIGHT FOR 2.0 MI. TO BLACK TOP RD. FROM
 OV0331'LINCH.  TURN LEFT FOR 0.4 MI.  TURN LEFT OFF RD. ON DIM TRAIL FOR 0.6
 OV0331'MI. TO BASE OF RIDGE.  CLIMB RIDGE TO WESTERN END AND HIGHEST POINT
 OV0331'AND STATION.  ABOUT A 5 MINUTE WALK.
 OV0331'
 OV0331'STATION MARK--STANDARD TABLET, SET IN CONCRETE, IN A 1 IN. PIPE,
 OV0331'DRIVEN IN GROUND AND EVEN WITH THE SURFACE, STAMPED ---LYNCH 1952---.
 OV0331'
 OV0331'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK, SET IN CONCRETE, IN
 OV0331'SOLID ROCK, 30.63 FT. SW. OF STATION MARK, N 70 DEG 44 MIN W,
 OV0331'AND STAMPED ---LYNCH NO. 1---.
 OV0331'
 OV0331'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK, SET IN CONCRETE, IN
 OV0331'SOLID ROCK, 23.57 FT. E. OF STATION MARK, N 48 DEG 35 MIN E, AND
 OV0331'STAMPED ---LYNCH NO. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1226 ***********************************************************************
 PY1226  DESIGNATION -  LYNX
 PY1226  PID         -  PY1226
 PY1226  STATE/COUNTY-  WY/TETON
 PY1226  USGS QUAD   -  BADGER CREEK (1996)
 PY1226
 PY1226                         *CURRENT SURVEY CONTROL
 PY1226  ___________________________________________________________________
 PY1226* NAD 83(1993)-  44 10 52.66086(N)    110 10 46.69608(W)     ADJUSTED  
 PY1226* NAVD 88     -      3063.0    (meters)   10049.     (feet)  VERTCON   
 PY1226  ___________________________________________________________________
 PY1226  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 PY1226  GEOID HEIGHT-          -7.51  (meters)                     GEOID03
 PY1226
 PY1226  HORZ ORDER  -  THIRD
 PY1226
 PY1226.The horizontal coordinates were established by classical geodetic methods
 PY1226.and adjusted by the National Geodetic Survey in January 1997..
 PY1226
 PY1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1226
 PY1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1226
 PY1226.The geoid height was determined by GEOID03.
 PY1226
 PY1226;                    North         East     Units Scale Factor Converg.
 PY1226;SPC WY W     -   508,896.951   792,299.826   MT  0.99993823   -0 04 01.6
 PY1226;UTM  12      - 4,892,336.331   565,571.271   MT  0.99965288   +0 34 18.3
 PY1226
 PY1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1226!SPC WY W     -   0.99952112  x   0.99993823  =   0.99945938
 PY1226!UTM  12      -   0.99952112  x   0.99965288  =   0.99917416
 PY1226
 PY1226:                Primary Azimuth Mark                     Grid Az
 PY1226:SPC WY W     -  TWO OCEAN                                166 42 03.4
 PY1226:UTM  12      -  TWO OCEAN                                166 03 43.5
 PY1226
 PY1226|---------------------------------------------------------------------|
 PY1226| PID    Reference Object                     Distance      Geod. Az  |
 PY1226|                                                           dddmmss.s |
 PY1226| PY1224 TWO OCEAN                           APPROX. 9.7 KM 1663801.8 |
 PY1226|---------------------------------------------------------------------|
 PY1226
 PY1226                          SUPERSEDED SURVEY CONTROL
 PY1226
 PY1226  NAD 83(1993)-  44 10 52.65494(N)    110 10 46.69004(W) AD(       ) 3
 PY1226  NAD 83(1986)-  44 10 52.65041(N)    110 10 46.68191(W) AD(       ) 3
 PY1226  NAD 27      -  44 10 52.85192(N)    110 10 43.96962(W) AD(       ) 3
 PY1226  NGVD 29 (07/19/86) 3061.6    (m)        10045.     (f) VERT ANG       
 PY1226
 PY1226.Superseded values are not recommended for survey control.
 PY1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1226.See file dsdata.txt to determine how the superseded data were derived.
 PY1226
 PY1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP6557192336(NAD 83)
 PY1226
 PY1226  HISTORY     - Date     Condition        Report By
 PY1226  HISTORY     - UNK      MONUMENTED
 PY1226  HISTORY     - 1958     GOOD             USGS
 PY1226
 PY1226                          STATION DESCRIPTION
 PY1226
 PY1226'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY1226'STATION IS LOCATED ABOUT 5.5 MI. (AIRLINE) N. OF THE S. BOUNDARY OF
 PY1226'YELLOWSTONE NATIONAL PARK, ABOUT 4 MI. W. OF YELLOWSTONE RIVER, ON
 PY1226'THE HIGHEST POINT OF A BROAD, BARE TOP WHICH IS PART OF TWO OCEAN
 PY1226'PLATEAU.
 PY1226'
 PY1226'TO REACH STATION FROM THE S. ENTRANCE TO YELLOWSTONE NATIONAL PARK,
 PY1226'WYOMING, PROCEED E. CROSSING SNAKE RIVER AND FOLLOW SNAKE RIVER
 PY1226'TRAIL FOR ABOUT 9 MI. TO HART LAKE TRAIL JUNCTION, TAKE RIGHT FORK
 PY1226'FOR ABOUT 1 MI. TO ANOTHER TRAIL FORK, FOLLOW LEFT FORK, IDENTIFIED
 PY1226'BY PARK TRAIL MARKS, FOR ABOUT 2 MI. TO HAREBELL PATROL CABIN,
 PY1226'PROCEED ON TRAIL IN GENERAL E. DIRECTION, MORE OR LESS ALONG PARK
 PY1226'BOUNDARY, OVER BIG GAME RIDGE FOR APPROXIMATELY 12 MI. TO TRAIL FORKS
 PY1226'NEAR FOX CREEK PATROL CABIN, CONTINUE IN GENERAL E. DIRECTION ON
 PY1226'PARK TRAIL FOR ABOUT 2.5 MI. TO FINAL TRAIL FORK, TAKE RIGHT FORK
 PY1226'FOR ABOUT 1 MI. PASSING MARIPOSA LAKE, CONTINUE ON TRAIL FOR ABOUT
 PY1226'2 MI. TO CONTINENTAL DIVIDE (MARKED BY SIGN), LEAVE TRAIL, FOLLOW
 PY1226'ALONG THE W. AND NW. SIDE OF DRAINAGE AND PROCEED TO HIGHEST POINT
 PY1226'IN VICINITY AND STATION, LOCATED ABOUT 600 FT. E. OF A SMALL LAKE.
 PY1226'
 PY1226'RECOVERED.
 PY1226'
 PY1226'STATION MARK--STANDARD TABLET, STAMPED ---LYNX 1955---, CEMENTED IN
 PY1226'DRILL HOLE IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0522 ***********************************************************************
 PV0522  DESIGNATION -  LYTLE
 PV0522  PID         -  PV0522
 PV0522  STATE/COUNTY-  WY/CROOK
 PV0522  USGS QUAD   -  DEVILS TOWER (1984)
 PV0522
 PV0522                         *CURRENT SURVEY CONTROL
 PV0522  ___________________________________________________________________
 PV0522* NAD 83(1993)-  44 34 41.37930(N)    104 37 47.19181(W)     ADJUSTED  
 PV0522* NAVD 88     -      1451.0    (meters)    4760.     (feet)  VERTCON   
 PV0522  ___________________________________________________________________
 PV0522  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 PV0522  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 PV0522
 PV0522  HORZ ORDER  -  THIRD
 PV0522
 PV0522.The horizontal coordinates were established by classical geodetic methods
 PV0522.and adjusted by the National Geodetic Survey in January 1998..
 PV0522
 PV0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0522
 PV0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0522
 PV0522.The geoid height was determined by GEOID03.
 PV0522
 PV0522;                    North         East     Units Scale Factor Converg.
 PV0522;SPC WY E     -   453,129.545   242,638.980   MT  0.99995985   +0 22 36.6
 PV0522;UTM  13      - 4,936,157.816   529,392.670   MT  0.99961062   +0 15 35.5
 PV0522
 PV0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0522!SPC WY E     -   0.99977471  x   0.99995985  =   0.99973457
 PV0522!UTM  13      -   0.99977471  x   0.99961062  =   0.99938542
 PV0522
 PV0522:                Primary Azimuth Mark                     Grid Az
 PV0522:SPC WY E     -  LYTLE AZ MK                              188 51 32.8
 PV0522:UTM  13      -  LYTLE AZ MK                              188 58 33.9
 PV0522
 PV0522|---------------------------------------------------------------------|
 PV0522| PID    Reference Object                     Distance      Geod. Az  |
 PV0522|                                                           dddmmss.s |
 PV0522| CP9893 LYTLE AZ MK                                        1891409.4 |
 PV0522| CP9894 LYTLE RM 1                                         20710     |
 PV0522| CP9895 LYTLE RM 2                                         28642     |
 PV0522|---------------------------------------------------------------------|
 PV0522
 PV0522                          SUPERSEDED SURVEY CONTROL
 PV0522
 PV0522  NAD 83(1993)-  44 34 41.37926(N)    104 37 47.19197(W) AD(       ) 3
 PV0522  NAD 83(1986)-  44 34 41.36775(N)    104 37 47.17655(W) AD(       ) 3
 PV0522  NAD 27      -  44 34 41.42500(N)    104 37 45.31600(W) AD(       ) 3
 PV0522  NGVD 29 (07/19/86) 1450.4    (m)         4759.     (f) VERT ANG       
 PV0522
 PV0522.Superseded values are not recommended for survey control.
 PV0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0522.See file dsdata.txt to determine how the superseded data were derived.
 PV0522
 PV0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK2939336158(NAD 83)
 PV0522_MARKER: DS = TRIANGULATION STATION DISK
 PV0522_SETTING: 0 = UNSPECIFIED SETTING
 PV0522
 PV0522  HISTORY     - Date     Condition        Report By
 PV0522  HISTORY     - 1949     MONUMENTED       CGS
 PV0522
 PV0522                          STATION DESCRIPTION
 PV0522
 PV0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0522'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF HULETT, 4.5
 PV0522'MILES EAST-SOUTHEAST OF THE DEVILS TOWER NATIONAL MONUMENT,
 PV0522'AND 12 FEET EAST-SOUTHEAST OF A 1-FOOT TRIANGULAR BLAZED
 PV0522'PINE TREE.  IT IS ON A LONE PROMINENT BUT SMALL BUTTE, THAT
 PV0522'IS ROCKY, AND TIMBERED, WITH RATHER STEEP BLUFFS ON ALL
 PV0522'SIDES, LAYING ON A RIDGE BETWEEN WHITETAIL AND LYTLE CREEKS,
 PV0522'AND ON LAND OWNED BY THE U.S. GOVERNMENT.
 PV0522'
 PV0522'TO REACH THE STATION FROM THE STEEL BRIDGE IN HULETT, GO
 PV0522'SOUTH ON THE MAIN PAVED ROAD FOR 9 MILES TO A SIDE ROAD ON
 PV0522'THE LEFT AND SIGNS LYTLE CREEK ROAD, FORT RANCH, WAREN PEAK,
 PV0522'TURN LEFT, EAST, ON LYTLE CREEK ROAD AND FOLLOW THIS MAIN
 PV0522'GRAVELED ROAD FOR 3.8 MILES TO A FORK.  BEAR LEFT AND FOLLOW
 PV0522'MAIN DIRT ROAD FOR 0.35 MILE TO ANOTHER FORK.  JUST AFTER
 PV0522'GOING THROUGH A GATE, BEAR LEFT FOR 0.15 MILE TO A FARM
 PV0522'ROAD ON THE LEFT AND SIGN WHITETAIL CREEK, DUDIN RANCH 2,
 PV0522'THIS IS ABOUT 100 YARDS WEST OF A SCHOOL HOUSE, TURN LEFT,
 PV0522'NORTH, AND FOLLOW THE FARM TRACK ROAD FOR 0.15 MILE TO A
 PV0522'GATE, CONTINUE NORTHERLY ON THE MAIN TRACK ROAD FOR 0.6 MILE
 PV0522'TO A GATE AT RANCH BUILDING, GO THROUGH GATE, TURN SHARP
 PV0522'LEFT, WESTERLY, AND FOLLOW ALONG THE NORTH SIDE OF FENCE
 PV0522'LINE FOR 0.5 MILE TO A GATE IN A NORTH-SOUTH FENCE LINE*,
 PV0522'TURN RIGHT, NORTH, ALONG EAST SIDE OF FENCE FOR 0.15 MILE
 PV0522'TO A FENCE CORNER AND END OF TRUCK TRAVEL, PACK
 PV0522'NORTHERLY TO TOP OF HILL AND STATION.  A 10 MINUTE
 PV0522'PACK.
 PV0522'
 PV0522'*AT THIS POINT CONTINUE DUE WEST FOR 0.05 MILE TO A LARGE
 PV0522'BOULDER AND THE AZIMUTH ON THE TOP AS DESCRIBED BELOW.
 PV0522'
 PV0522'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF
 PV0522'A 2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 6 INCHES, AND
 PV0522'THE DISK IS STAMPED LYTLE 1949.
 PV0522'
 PV0522'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN OUTCROPPING
 PV0522'BEDROCK, FLUSH WITH THE SURFACE, AND IS STAMPED LYTLE NO
 PV0522'1 1949.
 PV0522'
 PV0522'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN OUTCROPPING
 PV0522'BEDROCK, FLUSH WITH THE SURFACE, AND IS STAMPED LYTLE NO
 PV0522'2 1949.
 PV0522'
 PV0522'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-FOOT
 PV0522'SQUARE BOULDER THAT PROTRUDES ABOUT 4 FEET FROM THE GROUND.
 PV0522'THE DISK IS FLUSH WITH THE SURFACE, AND IS STAMPED LYTLE 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0129 ***********************************************************************
 NQ0129  DESIGNATION -  M 1
 NQ0129  PID         -  NQ0129
 NQ0129  STATE/COUNTY-  WY/PLATTE
 NQ0129  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0129
 NQ0129                         *CURRENT SURVEY CONTROL
 NQ0129  ___________________________________________________________________
 NQ0129* NAD 83(1986)-  42 17 04.     (N)    104 53 38.     (W)     SCALED    
 NQ0129* NAVD 88     -      1394.188  (meters)    4574.10   (feet)  POSTED    
 NQ0129  ___________________________________________________________________
 NQ0129  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0129  DYNAMIC HT  -        1393.320 (meters)    4571.25  (feet)  COMP
 NQ0129  MODELED GRAV-     979,950.4   (mgal)                       NAVD 88
 NQ0129
 NQ0129  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NQ0129
 NQ0129.The horizontal coordinates were scaled from a topographic map and have
 NQ0129.an estimated accuracy of +/- 6 seconds.
 NQ0129
 NQ0129.The orthometric height was determined by differential leveling
 NQ0129.and adjusted by the National Geodetic Survey in 1992..
 NQ0129.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NQ0129.rate of 0.0 thru 1.0 mm/km.
 NQ0129
 NQ0129.The geoid height was determined by GEOID03.
 NQ0129
 NQ0129.The dynamic height is computed by dividing the NAVD 88
 NQ0129.geopotential number by the normal gravity value computed on the
 NQ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0129.degrees latitude (g = 980.6199 gals.).
 NQ0129
 NQ0129.The modeled gravity was interpolated from observed gravity values.
 NQ0129
 NQ0129;                    North         East    Units  Estimated Accuracy
 NQ0129;SPC WY E     -   198,210.      222,500.      MT  (+/- 180 meters Scaled)
 NQ0129
 NQ0129                          SUPERSEDED SURVEY CONTROL
 NQ0129
 NQ0129.No superseded survey control is available for this station.
 NQ0129
 NQ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG087813(NAD 83)
 NQ0129_MARKER: Z = SEE DESCRIPTION
 NQ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0129+STABILITY: SURFACE MOTION
 NQ0129
 NQ0129  HISTORY     - Date     Condition        Report By
 NQ0129  HISTORY     - UNK      MONUMENTED       CGS
 NQ0129  HISTORY     - 1956     GOOD             NGS
 NQ0129
 NQ0129                          STATION DESCRIPTION
 NQ0129
 NQ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0129'AT WALKER.
 NQ0129'AT WALKER SIDING, PLATTE COUNTY, FORMERLY HARTVILLE JUNCTION,
 NQ0129'ON THE COLORADO AND SOUTHERN RAILWAY, 300 YARDS NORTH OF THE
 NQ0129'FORMER SECTION HOUSES, 4 PACES SOUTH OF THE THIRD POLE SOUTH
 NQ0129'OF MILE POLE 119, AND 11 PACES WEST OF THE TRACK.  THE BOTTOM
 NQ0129'OF A SQUARE HOLE IN THE TOP OF A WYOMING SANDSTONE POST,
 NQ0129'SURROUNDED BY THE LETTERS USBM.  NOTE-- THE SECTION HOUSE HAS
 NQ0129'BEEN REMOVED AND THE MILEPOST HAS BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0315 ***********************************************************************
 MP0315  DESIGNATION -  M 1
 MP0315  PID         -  MP0315
 MP0315  STATE/COUNTY-  WY/CARBON
 MP0315  USGS QUAD   -  RED MOUNTAIN (1983)
 MP0315
 MP0315                         *CURRENT SURVEY CONTROL
 MP0315  ___________________________________________________________________
 MP0315* NAD 83(1986)-  41 09 41.     (N)    106 59 00.     (W)     SCALED    
 MP0315* NAVD 88     -      2987.883  (meters)    9802.75   (feet)  ADJUSTED  
 MP0315  ___________________________________________________________________
 MP0315  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 MP0315  DYNAMIC HT  -        2984.800 (meters)    9792.63  (feet)  COMP
 MP0315  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 MP0315
 MP0315  VERT ORDER  -  SECOND    CLASS 0
 MP0315
 MP0315.The horizontal coordinates were scaled from a topographic map and have
 MP0315.an estimated accuracy of +/- 6 seconds.
 MP0315
 MP0315.The orthometric height was determined by differential leveling
 MP0315.and adjusted by the National Geodetic Survey in June 1991..
 MP0315
 MP0315.The geoid height was determined by GEOID03.
 MP0315
 MP0315.The dynamic height is computed by dividing the NAVD 88
 MP0315.geopotential number by the normal gravity value computed on the
 MP0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0315.degrees latitude (g = 980.6199 gals.).
 MP0315
 MP0315.The modeled gravity was interpolated from observed gravity values.
 MP0315
 MP0315;                    North         East    Units  Estimated Accuracy
 MP0315;SPC WYEC     -   173,500.      429,370.      MT  (+/- 180 meters Scaled)
 MP0315
 MP0315                          SUPERSEDED SURVEY CONTROL
 MP0315
 MP0315  NGVD 29 (??/??/92) 2986.431  (m)         9797.98   (f) ADJ UNCH    2 0
 MP0315
 MP0315.Superseded values are not recommended for survey control.
 MP0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0315.See file dsdata.txt to determine how the superseded data were derived.
 MP0315
 MP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF336585(NAD 83)
 MP0315_MARKER: DD = SURVEY DISK
 MP0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0315_SP_SET: CULVERT
 MP0315_STAMPING: M 1 1934
 MP0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0315
 MP0315  HISTORY     - Date     Condition        Report By
 MP0315  HISTORY     - 1934     MONUMENTED       USGS
 MP0315  HISTORY     - 1934     GOOD             NGS
 MP0315
 MP0315                          STATION DESCRIPTION
 MP0315
 MP0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0315'13.2 MI W FROM ENCAMPMENT.
 MP0315'13.2 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 0.4 MILE
 MP0315'NORTHWEST OF THE CONTINENTAL DIVIDE, 3.6 MILES SOUTHEAST OF BRIDGER
 MP0315'PEAK, 2.1 MILES NORTHEAST OF RAMBLER, 40 FEET WEST OF THE JUNCTION OF
 MP0315'A ROAD LEADING TO THE HANSON RANCH, 45 FEET NORTH OF A FORK LEADING TO
 MP0315'BRIDGER PEAK, AT A CULVERT, AND IN THE TOP OF THE NORTHEAST CONCRETE
 MP0315'HEADWALL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 1 1934
 MP0315'AND PAINTED U S PBM 9797.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0056 ***********************************************************************
 PY0056  DESIGNATION -  M 10
 PY0056  PID         -  PY0056
 PY0056  STATE/COUNTY-  WY/TETON
 PY0056  USGS QUAD   -  CRAIG PASS (1986)
 PY0056
 PY0056                         *CURRENT SURVEY CONTROL
 PY0056  ___________________________________________________________________
 PY0056* NAD 83(1986)-  44 27 18.     (N)    110 40 07.     (W)     SCALED    
 PY0056* NAVD 88     -      2468.196  (meters)    8097.74   (feet)  ADJUSTED  
 PY0056  ___________________________________________________________________
 PY0056  GEOID HEIGHT-          -8.74  (meters)                     GEOID03
 PY0056  DYNAMIC HT  -        2466.477 (meters)    8092.10  (feet)  COMP
 PY0056  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 PY0056
 PY0056  VERT ORDER  -  FIRST     CLASS II
 PY0056
 PY0056.The horizontal coordinates were scaled from a topographic map and have
 PY0056.an estimated accuracy of +/- 6 seconds.
 PY0056
 PY0056.The orthometric height was determined by differential leveling
 PY0056.and adjusted by the National Geodetic Survey in June 1991..
 PY0056
 PY0056.The geoid height was determined by GEOID03.
 PY0056
 PY0056.The dynamic height is computed by dividing the NAVD 88
 PY0056.geopotential number by the normal gravity value computed on the
 PY0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0056.degrees latitude (g = 980.6199 gals.).
 PY0056
 PY0056.The modeled gravity was interpolated from observed gravity values.
 PY0056
 PY0056;                    North         East    Units  Estimated Accuracy
 PY0056;SPC WY W     -   539,470.      753,420.      MT  (+/- 180 meters Scaled)
 PY0056
 PY0056                          SUPERSEDED SURVEY CONTROL
 PY0056
 PY0056  NGVD 29 (08/20/92) 2466.748  (m)         8092.99   (f) ADJUSTED    1 2
 PY0056
 PY0056.Superseded values are not recommended for survey control.
 PY0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0056.See file dsdata.txt to determine how the superseded data were derived.
 PY0056
 PY0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ263224(NAD 83)
 PY0056_MARKER: DB = BENCH MARK DISK
 PY0056_SETTING: 80 = SET IN A BOULDER
 PY0056_SP_SET: BOULDER
 PY0056_STAMPING: M 10 1923 8090.584
 PY0056_MARK LOGO: CGS   
 PY0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0056+STABILITY: SURFACE MOTION
 PY0056
 PY0056  HISTORY     - Date     Condition        Report By
 PY0056  HISTORY     - 1923     MONUMENTED       CGS
 PY0056  HISTORY     - 1956     GOOD             USGS
 PY0056  HISTORY     - 1981     MARK NOT FOUND   USGS
 PY0056  HISTORY     - 1987     GOOD             NGS
 PY0056
 PY0056                          STATION DESCRIPTION
 PY0056
 PY0056'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0056'5.8 MI NW FROM WEST THUMB.
 PY0056'5.8 MILES NW OF WEST THUMB.  FROM WEST THUMB GO 1.3 MILES WEST ON
 PY0056'GRAND LOOP ROAD TOWARD OLD FAITHFUL TO JUNCTION OF OLD ROAD TO RIGHT.
 PY0056'TAKE OLD ROAD 3.9 MILES TO LARGE ROCK BORROW PIT AND END OF ROAD, THEN
 PY0056'1.5 MILES DOWNSTREAM ON DRY CREEK, FOLLOWING OLD ROAD SCAR WHERE
 PY0056'POSSIBLE, TO MIDDLE OF LARGE CURVE IN STREAM TO RIGHT, ON NORTH BANK
 PY0056'OF STREAM, ABOUT 10 FT. NORTH OF STREAM AND ABOUT 3 FEET HIGHER IN A
 PY0056'LARGE BOULDER.  A STANDARD DISK, STAMPED 8090.584 M 10 1923 AND SET
 PY0056'VERTICALLY..
 PY0056
 PY0056                          STATION RECOVERY (1981)
 PY0056
 PY0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PY0056'MARK NOT FOUND.
 PY0056
 PY0056                          STATION RECOVERY (1987)
 PY0056
 PY0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0056'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM
 PY0056'(1.10 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY FROM THE
 PY0056'SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST THUMB,
 PY0056'THENCE 6.2 KM (3.85 MI) WESTERLY ALONG A DIRT SERVICE ROAD TO A
 PY0056'GRAVEL PIT, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG DRY CREEK, IN THE
 PY0056'SOUTHWEST FACE OF A 5 BY 6 FOOT BOULDER THAT PROJECTS 24-INCHES, 100
 PY0056'PACES NORTH-NORTHWEST OF A POINT WHERE THE CREEK BED MAKES A SHARP
 PY0056'BEND TO THE NORTH, 3.0 M (9.8 FT) NORTH-NORTHEAST OF THE CENTER OF
 PY0056'THE CREEK BED, AND 0.6 M (2.0 FT) SOUTH-SOUTHWEST OF A SMALL CAIRN.
 PY0056'THE MARK IS 1.0 M ABOVE THE CREEK BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0135 ***********************************************************************
 OU0135  DESIGNATION -  M 100
 OU0135  PID         -  OU0135
 OU0135  STATE/COUNTY-  WY/NIOBRARA
 OU0135  USGS QUAD   -  RABBIT MOUNTAINS (1981)
 OU0135
 OU0135                         *CURRENT SURVEY CONTROL
 OU0135  ___________________________________________________________________
 OU0135* NAD 83(1986)-  43 05 46.     (N)    104 32 53.     (W)     SCALED    
 OU0135* NAVD 88     -      1397.118  (meters)    4583.71   (feet)  ADJUSTED  
 OU0135  ___________________________________________________________________
 OU0135  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 OU0135  DYNAMIC HT  -        1396.394 (meters)    4581.34  (feet)  COMP
 OU0135  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 OU0135
 OU0135  VERT ORDER  -  SECOND    CLASS 0
 OU0135
 OU0135.The horizontal coordinates were scaled from a topographic map and have
 OU0135.an estimated accuracy of +/- 6 seconds.
 OU0135
 OU0135.The orthometric height was determined by differential leveling
 OU0135.and adjusted by the National Geodetic Survey in June 1991..
 OU0135
 OU0135.The geoid height was determined by GEOID03.
 OU0135
 OU0135.The dynamic height is computed by dividing the NAVD 88
 OU0135.geopotential number by the normal gravity value computed on the
 OU0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0135.degrees latitude (g = 980.6199 gals.).
 OU0135
 OU0135.The modeled gravity was interpolated from observed gravity values.
 OU0135
 OU0135;                    North         East    Units  Estimated Accuracy
 OU0135;SPC WY E     -   288,520.      250,360.      MT  (+/- 180 meters Scaled)
 OU0135
 OU0135                          SUPERSEDED SURVEY CONTROL
 OU0135
 OU0135  NGVD 29 (??/??/92) 1396.420  (m)         4581.42   (f) ADJ UNCH    2 0
 OU0135
 OU0135.Superseded values are not recommended for survey control.
 OU0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0135.See file dsdata.txt to determine how the superseded data were derived.
 OU0135
 OU0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH367715(NAD 83)
 OU0135_MARKER: DB = BENCH MARK DISK
 OU0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0135_STAMPING: M 100 1956
 OU0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0135+STABILITY: SURFACE MOTION
 OU0135
 OU0135  HISTORY     - Date     Condition        Report By
 OU0135  HISTORY     - 1956     MONUMENTED       CGS
 OU0135  HISTORY     - 1957     GOOD             NGS
 OU0135  HISTORY     - 1976     GOOD             USGS
 OU0135
 OU0135                          STATION DESCRIPTION
 OU0135
 OU0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0135'10.4 MI NE FROM LANCE CREEK.
 OU0135'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0135'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0135'THENCE 2.0 MILES NORTHWEST ALONG A WINDING TRACK ROAD, AT THE
 OU0135'TOP OF A HILL, 94 FEET WEST OF THE CENTER LINE OF A TRACK ROAD,
 OU0135'ON THE OUTSIDE OF A CURVE IN THE ROAD, 2.2 FEET SOUTH OF A
 OU0135'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OU0135'0.8 FOOT ABOVE THE GROUND, IN SECTION 16, TOWNSHIP 36 NORTH,
 OU0135'RANGE 64 WEST.
 OU0135
 OU0135                          STATION RECOVERY (1976)
 OU0135
 OU0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0135'LANCE CREEK POST OFFICE, 7.0 MI EAST FROM ALONG STATE HWY. 270,
 OU0135'THENCE, 3.4 MILES NORTH ALONG A GRADED DIRT ROAD, AT THE TOP OF A
 OU0135'HILL, IN SEC. 16, T 36 N., R 64 W., 193 FEET NORTH ALONG ROAD, 93
 OU0135'FEET WEST ROAD FROM CENTER ROAD AT DIM TRAIL WEST, SET IN THE TOP OF
 OU0135'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND. A STANDARD DISK
 OU0135'STAMPED "M 100 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0052 ***********************************************************************
 MP0052  DESIGNATION -  M 101
 MP0052  PID         -  MP0052
 MP0052  STATE/COUNTY-  WY/ALBANY
 MP0052  USGS QUAD   -  REX LAKE (1992)
 MP0052
 MP0052                         *CURRENT SURVEY CONTROL
 MP0052  ___________________________________________________________________
 MP0052* NAD 83(1986)-  41 18 01.     (N)    106 02 04.     (W)     SCALED    
 MP0052* NAVD 88     -      2347.510  (meters)    7701.79   (feet)  ADJUSTED  
 MP0052  ___________________________________________________________________
 MP0052  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 MP0052  DYNAMIC HT  -        2345.334 (meters)    7694.65  (feet)  COMP
 MP0052  MODELED GRAV-     979,611.7   (mgal)                       NAVD 88
 MP0052
 MP0052  VERT ORDER  -  FIRST     CLASS II
 MP0052
 MP0052.The horizontal coordinates were scaled from a topographic map and have
 MP0052.an estimated accuracy of +/- 6 seconds.
 MP0052
 MP0052.The orthometric height was determined by differential leveling
 MP0052.and adjusted by the National Geodetic Survey in June 1991..
 MP0052
 MP0052.The geoid height was determined by GEOID03.
 MP0052
 MP0052.The dynamic height is computed by dividing the NAVD 88
 MP0052.geopotential number by the normal gravity value computed on the
 MP0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0052.degrees latitude (g = 980.6199 gals.).
 MP0052
 MP0052.The modeled gravity was interpolated from observed gravity values.
 MP0052
 MP0052;                    North         East    Units  Estimated Accuracy
 MP0052;SPC WY E     -    89,230.      127,330.      MT  (+/- 180 meters Scaled)
 MP0052
 MP0052                          SUPERSEDED SURVEY CONTROL
 MP0052
 MP0052  NGVD 29 (??/??/92) 2346.316  (m)         7697.87   (f) ADJ UNCH    1 2
 MP0052
 MP0052.Superseded values are not recommended for survey control.
 MP0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0052.See file dsdata.txt to determine how the superseded data were derived.
 MP0052
 MP0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF133726(NAD 83)
 MP0052_MARKER: DB = BENCH MARK DISK
 MP0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0052_STAMPING: M 101 1956
 MP0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0052+STABILITY: SURFACE MOTION
 MP0052
 MP0052  HISTORY     - Date     Condition        Report By
 MP0052  HISTORY     - 1956     MONUMENTED       CGS
 MP0052
 MP0052                          STATION DESCRIPTION
 MP0052
 MP0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0052'5.5 MI E FROM CENTENNIAL.
 MP0052'5.5 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0052'FROM THE STATION AT CENTENNIAL, 7 POLES SOUTHWEST OF MILEPOST 24, 43.3
 MP0052'FEET SOUTHEAST OF THE SOUTH CORNER OF A CATTLE GUARD, 39.4 FEET
 MP0052'SOUTHEAST OF THE SOUTHEAST RAIL, 7 FEET SOUTHWEST OF A FENCE, 4 FEET
 MP0052'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0052'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 4,
 MP0052'TOWNSHIP 15 NORTH, RANGE 77 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0468 ***********************************************************************
 MO0468  DESIGNATION -  M 102
 MO0468  PID         -  MO0468
 MO0468  STATE/COUNTY-  WY/ALBANY
 MO0468  USGS QUAD   -  BUFORD (1987)
 MO0468
 MO0468                         *CURRENT SURVEY CONTROL
 MO0468  ___________________________________________________________________
 MO0468* NAD 83(1986)-  41 05 52.     (N)    105 21 02.     (W)     SCALED    
 MO0468* NAVD 88     -      2443.711  (meters)    8017.41   (feet)  ADJUSTED  
 MO0468  ___________________________________________________________________
 MO0468  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 MO0468  DYNAMIC HT  -        2441.454 (meters)    8010.00  (feet)  COMP
 MO0468  MODELED GRAV-     979,610.6   (mgal)                       NAVD 88
 MO0468
 MO0468  VERT ORDER  -  FIRST     CLASS II
 MO0468
 MO0468.The horizontal coordinates were scaled from a topographic map and have
 MO0468.an estimated accuracy of +/- 6 seconds.
 MO0468
 MO0468.The orthometric height was determined by differential leveling
 MO0468.and adjusted by the National Geodetic Survey in June 1991..
 MO0468
 MO0468.The geoid height was determined by GEOID03.
 MO0468
 MO0468.The dynamic height is computed by dividing the NAVD 88
 MO0468.geopotential number by the normal gravity value computed on the
 MO0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0468.degrees latitude (g = 980.6199 gals.).
 MO0468
 MO0468.The modeled gravity was interpolated from observed gravity values.
 MO0468
 MO0468;                    North         East    Units  Estimated Accuracy
 MO0468;SPC WY E     -    66,400.      184,550.      MT  (+/- 180 meters Scaled)
 MO0468
 MO0468                          SUPERSEDED SURVEY CONTROL
 MO0468
 MO0468  NGVD 29 (06/08/92) 2442.590  (m)         8013.73   (f) ADJUSTED    1 2
 MO0468
 MO0468.Superseded values are not recommended for survey control.
 MO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0468.See file dsdata.txt to determine how the superseded data were derived.
 MO0468
 MO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF705496(NAD 83)
 MO0468_MARKER: DB = BENCH MARK DISK
 MO0468_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MO0468_STAMPING: M 102 1956
 MO0468_MARK LOGO: CGS   
 MO0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0468+STABILITY: SURFACE MOTION
 MO0468
 MO0468  HISTORY     - Date     Condition        Report By
 MO0468  HISTORY     - 1956     MONUMENTED       CGS
 MO0468  HISTORY     - 1983     GOOD             NGS
 MO0468  HISTORY     - 1985     GOOD             DMA
 MO0468  HISTORY     - 1985     GOOD             DMA
 MO0468
 MO0468                          STATION DESCRIPTION
 MO0468
 MO0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0468'AT SHERMAN.
 MO0468'AT SHERMAN, 267 FEET SOUTHWEST OF THE UNION PACIFIC RAILROAD
 MO0468'STATION SIGN, 145 FEET SOUTHWEST OF THE CENTER OF A ROAD
 MO0468'CROSSING, 26.7 FEET SOUTHWEST OF A SWITCH STAND, 32.4 FEET SOUTH
 MO0468'OF THE SOUTH RAIL OF THE SOUTH MAIN LINE TRACK, SET IN THE TOP
 MO0468'OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF AN OLD
 MO0468'BUILDING WHICH HAS BEEN TORN DOWN, IN SECTION 16, TOWNSHIP 13
 MO0468'NORTH, RANGE 71 WEST.
 MO0468
 MO0468                          STATION RECOVERY (1983)
 MO0468
 MO0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0468'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  41.7 KM
 MO0468'(25.9 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0468'STATION IN LARAMIE.
 MO0468
 MO0468                          STATION RECOVERY (1985)
 MO0468
 MO0468'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0468'RECOVERED IN GOOD CONDITION.
 MO0468
 MO0468                          STATION RECOVERY (1985)
 MO0468
 MO0468'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0100 ***********************************************************************
 MQ0100  DESIGNATION -  M 103
 MQ0100  PID         -  MQ0100
 MQ0100  STATE/COUNTY-  WY/SWEETWATER
 MQ0100  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0100
 MQ0100                         *CURRENT SURVEY CONTROL
 MQ0100  ___________________________________________________________________
 MQ0100* NAD 83(1986)-  41 40 40.     (N)    108 47 14.     (W)     SCALED    
 MQ0100* NAVD 88     -      1984.760  (meters)    6511.67   (feet)  ADJUSTED  
 MQ0100  ___________________________________________________________________
 MQ0100  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 MQ0100  DYNAMIC HT  -        1983.098 (meters)    6506.21  (feet)  COMP
 MQ0100  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 MQ0100
 MQ0100  VERT ORDER  -  FIRST     CLASS II
 MQ0100
 MQ0100.The horizontal coordinates were scaled from a topographic map and have
 MQ0100.an estimated accuracy of +/- 6 seconds.
 MQ0100
 MQ0100.The orthometric height was determined by differential leveling
 MQ0100.and adjusted by the National Geodetic Survey in June 1991..
 MQ0100
 MQ0100.The geoid height was determined by GEOID03.
 MQ0100
 MQ0100.The dynamic height is computed by dividing the NAVD 88
 MQ0100.geopotential number by the normal gravity value computed on the
 MQ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0100.degrees latitude (g = 980.6199 gals.).
 MQ0100
 MQ0100.The modeled gravity was interpolated from observed gravity values.
 MQ0100
 MQ0100;                    North         East    Units  Estimated Accuracy
 MQ0100;SPC WYWC     -   130,790.      596,900.      MT  (+/- 180 meters Scaled)
 MQ0100
 MQ0100                          SUPERSEDED SURVEY CONTROL
 MQ0100
 MQ0100  NGVD 29 (??/??/92) 1983.441  (m)         6507.34   (f) ADJ UNCH    1 2
 MQ0100
 MQ0100.Superseded values are not recommended for survey control.
 MQ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0100.See file dsdata.txt to determine how the superseded data were derived.
 MQ0100
 MQ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM841163(NAD 83)
 MQ0100_MARKER: DB = BENCH MARK DISK
 MQ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0100_STAMPING: M 103 1956
 MQ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0100+STABILITY: SURFACE MOTION
 MQ0100
 MQ0100  HISTORY     - Date     Condition        Report By
 MQ0100  HISTORY     - 1956     MONUMENTED       CGS
 MQ0100  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0100
 MQ0100                          STATION DESCRIPTION
 MQ0100
 MQ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0100'0.1 MI E FROM POINT OF ROCKS.
 MQ0100'0.1 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0100'AT POINT OF ROCKS, 39 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 MQ0100'31.7 FEET WEST OF THE 1ST POLE WEST OF MILEPOST 777, 14.4 FEET NORTH
 MQ0100'OF A POWER POLE, 9.3 FEET SOUTH OF A POWER POLE, 2 FEET SOUTH OF A
 MQ0100'FENCE, 2.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MQ0100'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 27, TOWNSHIP
 MQ0100'20 NORTH, RANGE 101 WEST, 65 FEET SOUTHEAST OF THE CENTER OF A ROAD
 MQ0100'CROSSING.
 MQ0100
 MQ0100                          STATION RECOVERY (1983)
 MQ0100
 MQ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0796 ***********************************************************************
 NQ0796  DESIGNATION -  M 104 RESET
 NQ0796  PID         -  NQ0796
 NQ0796  STATE/COUNTY-  WY/NIOBRARA
 NQ0796  USGS QUAD   -  NODE (1978)
 NQ0796
 NQ0796                         *CURRENT SURVEY CONTROL
 NQ0796  ___________________________________________________________________
 NQ0796* NAD 83(1986)-  42 43 54.     (N)    104 20 23.     (W)     SCALED    
 NQ0796* NAVD 88     -      1506.50   (meters)    4942.6    (feet)  RESET     
 NQ0796  ___________________________________________________________________
 NQ0796  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 NQ0796
 NQ0796  VERT ORDER  -  THIRD
 NQ0796
 NQ0796.The horizontal coordinates were scaled from a topographic map and have
 NQ0796.an estimated accuracy of +/- 6 seconds.
 NQ0796
 NQ0796.The orthometric height was computed from unverified reset data.
 NQ0796
 NQ0796.The geoid height was determined by GEOID03.
 NQ0796
 NQ0796;                    North         East    Units  Estimated Accuracy
 NQ0796;SPC WY E     -   248,180.      267,720.      MT  (+/- 180 meters Scaled)
 NQ0796
 NQ0796                          SUPERSEDED SURVEY CONTROL
 NQ0796
 NQ0796  NGVD 29 (03/28/06) 1505.82   (m)         4940.3    (f) RESET       3  
 NQ0796
 NQ0796.Superseded values are not recommended for survey control.
 NQ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0796.See file dsdata.txt to determine how the superseded data were derived.
 NQ0796
 NQ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH540312(NAD 83)
 NQ0796_MARKER: DV = VERTICAL CONTROL DISK
 NQ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0796_SP_SET: CONCRETE POST
 NQ0796_STAMPING: M 104 RESET 1980
 NQ0796_MARK LOGO: NGS   
 NQ0796_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0796+STABILITY: SURFACE MOTION
 NQ0796
 NQ0796  HISTORY     - Date     Condition        Report By
 NQ0796  HISTORY     - 1980     MONUMENTED       NGS
 NQ0796
 NQ0796                          STATION DESCRIPTION
 NQ0796
 NQ0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0796'6.2 MILES (10.0 KM) EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NQ0796'FROM THE STATION IN LUSK, SOUTH ACROSS US HIGHWAY FROM MILEPOST 485,
 NQ0796'98 FEET (29.9 M) SOUTH OF CENTER HIGHWAY 20, 1.6 FEET (0.5 M)
 NQ0796'NORTHWEST OF A GATE POST, 1 FOOT (0.3 M) NORTH OF A FENCE, SET IN THE
 NQ0796'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0256 ***********************************************************************
 NQ0256  DESIGNATION -  M 105
 NQ0256  PID         -  NQ0256
 NQ0256  STATE/COUNTY-  WY/CONVERSE
 NQ0256  USGS QUAD   -  ORIN (1949)
 NQ0256
 NQ0256                         *CURRENT SURVEY CONTROL
 NQ0256  ___________________________________________________________________
 NQ0256* NAD 83(1986)-  42 40 38.     (N)    105 08 18.     (W)     SCALED    
 NQ0256* NAVD 88     -      1445.103  (meters)    4741.14   (feet)  ADJUSTED  
 NQ0256  ___________________________________________________________________
 NQ0256  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 NQ0256  DYNAMIC HT  -        1444.232 (meters)    4738.28  (feet)  COMP
 NQ0256  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 NQ0256
 NQ0256  VERT ORDER  -  FIRST     CLASS II
 NQ0256
 NQ0256.The horizontal coordinates were scaled from a topographic map and have
 NQ0256.an estimated accuracy of +/- 6 seconds.
 NQ0256
 NQ0256.The orthometric height was determined by differential leveling
 NQ0256.and adjusted by the National Geodetic Survey in June 1991..
 NQ0256
 NQ0256.The geoid height was determined by GEOID03.
 NQ0256
 NQ0256.The dynamic height is computed by dividing the NAVD 88
 NQ0256.geopotential number by the normal gravity value computed on the
 NQ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0256.degrees latitude (g = 980.6199 gals.).
 NQ0256
 NQ0256.The modeled gravity was interpolated from observed gravity values.
 NQ0256
 NQ0256;                    North         East    Units  Estimated Accuracy
 NQ0256;SPC WY E     -   241,800.      202,320.      MT  (+/- 180 meters Scaled)
 NQ0256
 NQ0256                          SUPERSEDED SURVEY CONTROL
 NQ0256
 NQ0256  NGVD 29 (??/??/92) 1444.298  (m)         4738.50   (f) ADJ UNCH    1 2
 NQ0256
 NQ0256.Superseded values are not recommended for survey control.
 NQ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0256.See file dsdata.txt to determine how the superseded data were derived.
 NQ0256
 NQ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH886249(NAD 83)
 NQ0256_MARKER: DB = BENCH MARK DISK
 NQ0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0256_SP_SET: CULVERT
 NQ0256_STAMPING: M 105 1954
 NQ0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0256
 NQ0256  HISTORY     - Date     Condition        Report By
 NQ0256  HISTORY     - 1954     MONUMENTED       CGS
 NQ0256
 NQ0256                          STATION DESCRIPTION
 NQ0256
 NQ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0256'3.3 MI NE FROM ORIN.
 NQ0256'3.3 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0256'FROM THE STATION AT ORIN, 6 1/2 POLES NORTHEAST OF MILEPOST 529,
 NQ0256'13 FEET NORTHWEST OF THE NORTHWEST RAIL, 4 FEET BELOW THE TOP
 NQ0256'OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 NQ0256'HEADWALL OF A 36 INCH PIPE CULVERT.  IN SECTION 4, TOWNSHIP 31
 NQ0256'NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0532 ***********************************************************************
 MO0532  DESIGNATION -  M 108
 MO0532  PID         -  MO0532
 MO0532  STATE/COUNTY-  WY/LARAMIE
 MO0532  USGS QUAD   -  SILVER CROWN (1978)
 MO0532
 MO0532                         *CURRENT SURVEY CONTROL
 MO0532  ___________________________________________________________________
 MO0532* NAD 83(1986)-  41 12 05.     (N)    105 04 17.     (W)     SCALED    
 MO0532* NAVD 88     -      1988.912  (meters)    6525.29   (feet)  ADJUSTED  
 MO0532  ___________________________________________________________________
 MO0532  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MO0532  DYNAMIC HT  -        1987.122 (meters)    6519.42  (feet)  COMP
 MO0532  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 MO0532
 MO0532  VERT ORDER  -  FIRST     CLASS II
 MO0532
 MO0532.The horizontal coordinates were scaled from a topographic map and have
 MO0532.an estimated accuracy of +/- 6 seconds.
 MO0532
 MO0532.The orthometric height was determined by differential leveling
 MO0532.and adjusted by the National Geodetic Survey in June 1991..
 MO0532
 MO0532.The geoid height was determined by GEOID03.
 MO0532
 MO0532.The dynamic height is computed by dividing the NAVD 88
 MO0532.geopotential number by the normal gravity value computed on the
 MO0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0532.degrees latitude (g = 980.6199 gals.).
 MO0532
 MO0532.The modeled gravity was interpolated from observed gravity values.
 MO0532
 MO0532;                    North         East    Units  Estimated Accuracy
 MO0532;SPC WY E     -    77,890.      207,990.      MT  (+/- 180 meters Scaled)
 MO0532
 MO0532                          SUPERSEDED SURVEY CONTROL
 MO0532
 MO0532  NGVD 29 (??/??/92) 1987.818  (m)         6521.70   (f) ADJ UNCH    1 2
 MO0532
 MO0532.Superseded values are not recommended for survey control.
 MO0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0532.See file dsdata.txt to determine how the superseded data were derived.
 MO0532
 MO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF940611(NAD 83)
 MO0532_MARKER: DB = BENCH MARK DISK
 MO0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0532_STAMPING: M 108 1954
 MO0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0532+STABILITY: SURFACE MOTION
 MO0532
 MO0532  HISTORY     - Date     Condition        Report By
 MO0532  HISTORY     - 1954     MONUMENTED       CGS
 MO0532
 MO0532                          STATION DESCRIPTION
 MO0532
 MO0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0532'5.4 MI SE FROM FEDERAL.
 MO0532'5.45 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0532'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, 3 POLES NORTHWEST
 MO0532'OF TRESTLE 133.89, 70 FEET SOUTHWEST OF MILEPOST 134, 50.8 FEET
 MO0532'SOUTHWEST OF THE SOUTHWEST RAIL, 1.9 FEET SOUTHWEST OF A FENCE,
 MO0532'1 FOOT NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0532'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0022 ***********************************************************************
 PY0022  DESIGNATION -  M 11
 PY0022  PID         -  PY0022
 PY0022  STATE/COUNTY-  WY/PARK
 PY0022  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0022
 PY0022                         *CURRENT SURVEY CONTROL
 PY0022  ___________________________________________________________________
 PY0022* NAD 83(1986)-  44 47 03.     (N)    110 27 16.     (W)     SCALED    
 PY0022* NAVD 88     -      2702.041  (meters)    8864.95   (feet)  POSTED    
 PY0022  ___________________________________________________________________
 PY0022  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0022  DYNAMIC HT  -        2700.200 (meters)    8858.91  (feet)  COMP
 PY0022  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 PY0022
 PY0022  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0022
 PY0022.The horizontal coordinates were scaled from a topographic map and have
 PY0022.an estimated accuracy of +/- 6 seconds.
 PY0022
 PY0022.The orthometric height was determined by differential leveling
 PY0022.and adjusted by the National Geodetic Survey in 1992..
 PY0022.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0022.rate of 1.1 thru 2.0 mm/km.
 PY0022
 PY0022.The geoid height was determined by GEOID03.
 PY0022
 PY0022.The dynamic height is computed by dividing the NAVD 88
 PY0022.geopotential number by the normal gravity value computed on the
 PY0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0022.degrees latitude (g = 980.6199 gals.).
 PY0022
 PY0022.The modeled gravity was interpolated from observed gravity values.
 PY0022
 PY0022;                    North         East    Units  Estimated Accuracy
 PY0022;SPC WYWC     -   477,290.      465,120.      MT  (+/- 180 meters Scaled)
 PY0022
 PY0022                          SUPERSEDED SURVEY CONTROL
 PY0022
 PY0022  NGVD 29 (??/??/92) 2700.398  (m)         8859.56   (f) ADJ UNCH    2 0
 PY0022
 PY0022.Superseded values are not recommended for survey control.
 PY0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0022.See file dsdata.txt to determine how the superseded data were derived.
 PY0022
 PY0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ431591(NAD 83)
 PY0022_MARKER: DB = BENCH MARK DISK
 PY0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0022_STAMPING: M 11 1923
 PY0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0022+STABILITY: SURFACE MOTION
 PY0022
 PY0022  HISTORY     - Date     Condition        Report By
 PY0022  HISTORY     - 1923     MONUMENTED       CGS
 PY0022  HISTORY     - 1958     MARK NOT FOUND   USGS
 PY0022
 PY0022                          STATION DESCRIPTION
 PY0022
 PY0022'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0022'7.0 MI N FROM CANYON JUNCTION.
 PY0022'7.0 MILES NORTH ALONG THE CANYON JUNCTION-TOWER JUNCTION ROAD FROM
 PY0022'CANYON JUNCTION, YELLOWSTONE NATIONAL PARK, JUST SOUTH OF THE JUNCTION
 PY0022'OF THE MT. WASHBURN ROAD, AND 4 FEET FROM THE EDGE OF THE ROAD. A
 PY0022'STANDARD DISK, STAMPED M 11 1923 AND SET IN THE TOP OF A CONCRETE
 PY0022'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0294 ***********************************************************************
 MO0294  DESIGNATION -  M 110
 MO0294  PID         -  MO0294
 MO0294  STATE/COUNTY-  WY/PLATTE
 MO0294  USGS QUAD   -  WHITCOMB HILL (1990)
 MO0294
 MO0294                         *CURRENT SURVEY CONTROL
 MO0294  ___________________________________________________________________
 MO0294* NAD 83(1986)-  41 41 37.     (N)    104 56 19.     (W)     SCALED    
 MO0294* NAVD 88     -      1689.856  (meters)    5544.14   (feet)  ADJUSTED  
 MO0294  ___________________________________________________________________
 MO0294  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 MO0294  DYNAMIC HT  -        1688.571 (meters)    5539.92  (feet)  COMP
 MO0294  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 MO0294
 MO0294  VERT ORDER  -  FIRST     CLASS II
 MO0294
 MO0294.The horizontal coordinates were scaled from a topographic map and have
 MO0294.an estimated accuracy of +/- 6 seconds.
 MO0294
 MO0294.The orthometric height was determined by differential leveling
 MO0294.and adjusted by the National Geodetic Survey in June 1991..
 MO0294
 MO0294.The geoid height was determined by GEOID03.
 MO0294
 MO0294.The dynamic height is computed by dividing the NAVD 88
 MO0294.geopotential number by the normal gravity value computed on the
 MO0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0294.degrees latitude (g = 980.6199 gals.).
 MO0294
 MO0294.The modeled gravity was interpolated from observed gravity values.
 MO0294
 MO0294;                    North         East    Units  Estimated Accuracy
 MO0294;SPC WY E     -   132,570.      218,980.      MT  (+/- 180 meters Scaled)
 MO0294
 MO0294                          SUPERSEDED SURVEY CONTROL
 MO0294
 MO0294  NGVD 29 (??/??/92) 1688.933  (m)         5541.11   (f) ADJ UNCH    1 2
 MO0294
 MO0294.Superseded values are not recommended for survey control.
 MO0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0294.See file dsdata.txt to determine how the superseded data were derived.
 MO0294
 MO0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG051157(NAD 83)
 MO0294_MARKER: DB = BENCH MARK DISK
 MO0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0294_STAMPING: M 110 1954
 MO0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0294+STABILITY: SURFACE MOTION
 MO0294
 MO0294  HISTORY     - Date     Condition        Report By
 MO0294  HISTORY     - 1954     MONUMENTED       CGS
 MO0294
 MO0294                          STATION DESCRIPTION
 MO0294
 MO0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0294'7.7 MI SW FROM CHUGWATER.
 MO0294'7.7 MILES SOUTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0294'THE STATION AT CHUGWATER, 0.1 MILE NORTHEAST OF MILEPOST 181, 57
 MO0294'FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET SOUTHEAST OF A
 MO0294'FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 MO0294'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0264 ***********************************************************************
 MO0264  DESIGNATION -  M 111
 MO0264  PID         -  MO0264
 MO0264  STATE/COUNTY-  WY/PLATTE
 MO0264  USGS QUAD   -  FERGUSON CORNER (1990)
 MO0264
 MO0264                         *CURRENT SURVEY CONTROL
 MO0264  ___________________________________________________________________
 MO0264* NAD 83(1986)-  41 58 32.     (N)    104 55 29.     (W)     SCALED    
 MO0264* NAVD 88     -      1436.444  (meters)    4712.73   (feet)  ADJUSTED  
 MO0264  ___________________________________________________________________
 MO0264  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 MO0264  DYNAMIC HT  -        1435.484 (meters)    4709.58  (feet)  COMP
 MO0264  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 MO0264
 MO0264  VERT ORDER  -  FIRST     CLASS II
 MO0264
 MO0264.The horizontal coordinates were scaled from a topographic map and have
 MO0264.an estimated accuracy of +/- 6 seconds.
 MO0264
 MO0264.The orthometric height was determined by differential leveling
 MO0264.and adjusted by the National Geodetic Survey in June 1991..
 MO0264
 MO0264.The geoid height was determined by GEOID03.
 MO0264
 MO0264.The dynamic height is computed by dividing the NAVD 88
 MO0264.geopotential number by the normal gravity value computed on the
 MO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0264.degrees latitude (g = 980.6199 gals.).
 MO0264
 MO0264.The modeled gravity was interpolated from observed gravity values.
 MO0264
 MO0264;                    North         East    Units  Estimated Accuracy
 MO0264;SPC WY E     -   163,890.      220,050.      MT  (+/- 180 meters Scaled)
 MO0264
 MO0264                          SUPERSEDED SURVEY CONTROL
 MO0264
 MO0264  NGVD 29 (??/??/92) 1435.622  (m)         4710.04   (f) ADJ UNCH    1 2
 MO0264
 MO0264.Superseded values are not recommended for survey control.
 MO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0264.See file dsdata.txt to determine how the superseded data were derived.
 MO0264
 MO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG062470(NAD 83)
 MO0264_MARKER: DB = BENCH MARK DISK
 MO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0264_STAMPING: M 111 1954
 MO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0264+STABILITY: SURFACE MOTION
 MO0264
 MO0264  HISTORY     - Date     Condition        Report By
 MO0264  HISTORY     - 1954     MONUMENTED       CGS
 MO0264
 MO0264                          STATION DESCRIPTION
 MO0264
 MO0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0264'6.2 MI S FROM WHEATLAND.
 MO0264'6.2 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0264'THE STATION AT WHEATLAND, 0.25 MILE SOUTH OF MILEPOST 208,
 MO0264'2 1/2 RAILS SOUTHEAST OF TRESTLE 207.75, 68 YARDS SOUTH OF
 MO0264'2 LARGE COTTONWOOD TREES, 54.4 FEET NORTHEAST OF THE NORTHEAST
 MO0264'RAIL, 17.4 FEET NORTHEAST OF A TELEPHONE POLE, 3 FEET NORTHEAST OF
 MO0264'A FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, 12 FEET BELOW
 MO0264'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0264'PROJECTS 1.0 FOOT ABOVE THE GROUND, IN SECTION 7, TOWNSHIP
 MO0264'23 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0176 ***********************************************************************
 OU0176  DESIGNATION -  M 112
 OU0176  PID         -  OU0176
 OU0176  STATE/COUNTY-  WY/NIOBRARA
 OU0176  USGS QUAD   -  WAGONHOUND CREEK NE (1981)
 OU0176
 OU0176                         *CURRENT SURVEY CONTROL
 OU0176  ___________________________________________________________________
 OU0176* NAD 83(1986)-  43 24 42.     (N)    104 49 47.     (W)     SCALED    
 OU0176* NAVD 88     -      1422.958  (meters)    4668.49   (feet)  ADJUSTED  
 OU0176  ___________________________________________________________________
 OU0176  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 OU0176  DYNAMIC HT  -        1422.212 (meters)    4666.04  (feet)  COMP
 OU0176  MODELED GRAV-     980,045.4   (mgal)                       NAVD 88
 OU0176
 OU0176  VERT ORDER  -  SECOND    CLASS 0
 OU0176
 OU0176.The horizontal coordinates were scaled from a topographic map and have
 OU0176.an estimated accuracy of +/- 6 seconds.
 OU0176
 OU0176.The orthometric height was determined by differential leveling
 OU0176.and adjusted by the National Geodetic Survey in June 1991..
 OU0176
 OU0176.The geoid height was determined by GEOID03.
 OU0176
 OU0176.The dynamic height is computed by dividing the NAVD 88
 OU0176.geopotential number by the normal gravity value computed on the
 OU0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0176.degrees latitude (g = 980.6199 gals.).
 OU0176
 OU0176.The modeled gravity was interpolated from observed gravity values.
 OU0176
 OU0176;                    North         East    Units  Estimated Accuracy
 OU0176;SPC WY E     -   323,440.      227,290.      MT  (+/- 180 meters Scaled)
 OU0176
 OU0176                          SUPERSEDED SURVEY CONTROL
 OU0176
 OU0176  NGVD 29 (??/??/92) 1422.208  (m)         4666.03   (f) ADJ UNCH    2 0
 OU0176
 OU0176.Superseded values are not recommended for survey control.
 OU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0176.See file dsdata.txt to determine how the superseded data were derived.
 OU0176
 OU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ137065(NAD 83)
 OU0176_MARKER: DB = BENCH MARK DISK
 OU0176_SETTING: 66 = SET IN ROCK OUTCROP
 OU0176_SP_SET: ROCK OUTCROP
 OU0176_STAMPING: M 112 1956
 OU0176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0176+STABILITY: POSITION/ELEVATION WELL
 OU0176
 OU0176  HISTORY     - Date     Condition        Report By
 OU0176  HISTORY     - 1956     MONUMENTED       CGS
 OU0176  HISTORY     - 1957     GOOD             NGS
 OU0176
 OU0176                          STATION DESCRIPTION
 OU0176
 OU0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0176'12.1 MI E FROM DULL CENTER.
 OU0176'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0176'POST OFFICE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER, THENCE
 OU0176'3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.75 MILES
 OU0176'SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE 1.6 MILES
 OU0176'SOUTHEAST ALONG A GRADED DIRT ROAD, ON THE INSIDE OF A CURVE
 OU0176'IN THE ROAD, 207 FEET EAST OF THE CENTER LINE OF AN OLD ROAD,
 OU0176'246 FEET NORTH OF THE CENTER LINE OF A GRADED DIRT ROAD,
 OU0176'FLUSH WITH THE GROUND, SET IN THE TOP OF A LARGE RED SANDSTONE
 OU0176'OUTCROP, 12 FEET NORTH OF THE SOUTH SIDE OF THE ROCK OUTCROP,
 OU0176'4 FEET WEST OF THE EAST SIDE OF THE ROCK OUTCROP, IN SECTION
 OU0176'30, TOWNSHIP 40 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0119 ***********************************************************************
 NQ0119  DESIGNATION -  M 113
 NQ0119  PID         -  NQ0119
 NQ0119  STATE/COUNTY-  WY/PLATTE
 NQ0119  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0119
 NQ0119                         *CURRENT SURVEY CONTROL
 NQ0119  ___________________________________________________________________
 NQ0119* NAD 83(1986)-  42 20 46.     (N)    104 53 39.     (W)     SCALED    
 NQ0119* NAVD 88     -      1355.620  (meters)    4447.56   (feet)  ADJUSTED  
 NQ0119  ___________________________________________________________________
 NQ0119  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 NQ0119  DYNAMIC HT  -        1354.792 (meters)    4444.85  (feet)  COMP
 NQ0119  MODELED GRAV-     979,963.3   (mgal)                       NAVD 88
 NQ0119
 NQ0119  VERT ORDER  -  FIRST     CLASS II
 NQ0119
 NQ0119.The horizontal coordinates were scaled from a topographic map and have
 NQ0119.an estimated accuracy of +/- 6 seconds.
 NQ0119
 NQ0119.The orthometric height was determined by differential leveling
 NQ0119.and adjusted by the National Geodetic Survey in June 1991..
 NQ0119
 NQ0119.The geoid height was determined by GEOID03.
 NQ0119
 NQ0119.The dynamic height is computed by dividing the NAVD 88
 NQ0119.geopotential number by the normal gravity value computed on the
 NQ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0119.degrees latitude (g = 980.6199 gals.).
 NQ0119
 NQ0119.The modeled gravity was interpolated from observed gravity values.
 NQ0119
 NQ0119;                    North         East    Units  Estimated Accuracy
 NQ0119;SPC WY E     -   205,060.      222,450.      MT  (+/- 180 meters Scaled)
 NQ0119
 NQ0119                          SUPERSEDED SURVEY CONTROL
 NQ0119
 NQ0119  NGVD 29 (??/??/92) 1354.846  (m)         4445.02   (f) ADJ UNCH    1 2
 NQ0119
 NQ0119.Superseded values are not recommended for survey control.
 NQ0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0119.See file dsdata.txt to determine how the superseded data were derived.
 NQ0119
 NQ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG087882(NAD 83)
 NQ0119_MARKER: DB = BENCH MARK DISK
 NQ0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0119_SP_SET: BRIDGE ABUTMENT
 NQ0119_STAMPING: M 113 1956
 NQ0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0119
 NQ0119  HISTORY     - Date     Condition        Report By
 NQ0119  HISTORY     - 1956     MONUMENTED       CGS
 NQ0119
 NQ0119                          STATION DESCRIPTION
 NQ0119
 NQ0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0119'15 MI SE FROM GLENDO.
 NQ0119'15.0 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0119'RAILROAD FROM THE STATION AT GLENDO, 2 1/2 POLES WEST OF MILEPOST
 NQ0119'105, 9.3 FEET NORTH OF THE NORTH RAIL, 1.7 FEET BELOW THE TOP
 NQ0119'OF THE RAILS, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 NQ0119'ABUTMENT OF BRIDGE 105.06, IN THE NORTHEAST 1/4 OF SECTION 4,
 NQ0119'TOWNSHIP 27 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0018 ***********************************************************************
 MQ0018  DESIGNATION -  M 115
 MQ0018  PID         -  MQ0018
 MQ0018  STATE/COUNTY-  WY/SWEETWATER
 MQ0018  USGS QUAD   -  J O DUGWAY (1970)
 MQ0018
 MQ0018                         *CURRENT SURVEY CONTROL
 MQ0018  ___________________________________________________________________
 MQ0018* NAD 83(1986)-  41 37 22.     (N)    108 16 43.     (W)     SCALED    
 MQ0018* NAVD 88     -      2126.267  (meters)    6975.93   (feet)  ADJUSTED  
 MQ0018  ___________________________________________________________________
 MQ0018  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 MQ0018  DYNAMIC HT  -        2124.339 (meters)    6969.60  (feet)  COMP
 MQ0018  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 MQ0018
 MQ0018  VERT ORDER  -  FIRST     CLASS II
 MQ0018
 MQ0018.The horizontal coordinates were scaled from a topographic map and have
 MQ0018.an estimated accuracy of +/- 6 seconds.
 MQ0018
 MQ0018.The orthometric height was determined by differential leveling
 MQ0018.and adjusted by the National Geodetic Survey in June 1991..
 MQ0018
 MQ0018.The geoid height was determined by GEOID03.
 MQ0018
 MQ0018.The dynamic height is computed by dividing the NAVD 88
 MQ0018.geopotential number by the normal gravity value computed on the
 MQ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0018.degrees latitude (g = 980.6199 gals.).
 MQ0018
 MQ0018.The modeled gravity was interpolated from observed gravity values.
 MQ0018
 MQ0018;                    North         East    Units  Estimated Accuracy
 MQ0018;SPC WYWC     -   124,790.      639,280.      MT  (+/- 180 meters Scaled)
 MQ0018
 MQ0018                          SUPERSEDED SURVEY CONTROL
 MQ0018
 MQ0018  NGVD 29 (06/08/92) 2124.961  (m)         6971.64   (f) ADJUSTED    1 2
 MQ0018
 MQ0018.Superseded values are not recommended for survey control.
 MQ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0018.See file dsdata.txt to determine how the superseded data were derived.
 MQ0018
 MQ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM267114(NAD 83)
 MQ0018_MARKER: DB = BENCH MARK DISK
 MQ0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0018_SP_SET: CULVERT
 MQ0018_STAMPING: M 115 1956
 MQ0018_MARK LOGO: CGS   
 MQ0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0018
 MQ0018  HISTORY     - Date     Condition        Report By
 MQ0018  HISTORY     - 1956     MONUMENTED       CGS
 MQ0018  HISTORY     - 1983     GOOD             NGS
 MQ0018
 MQ0018                          STATION DESCRIPTION
 MQ0018
 MQ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0018'5.8 MI E FROM TABLE ROCK.
 MQ0018'5.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0018'TABLE ROCK, 0.9 MILE WEST OF THE STATION SIGN AT TIPTON, 4 1/2 POLES
 MQ0018'EAST OF MILEPOST 741, 16.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MQ0018'TRACK, 7 FEET BELOW THE TOP OF THE RAILS, 0.9 MILE WEST OF BENCH MARK
 MQ0018'K 118, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF STONE
 MQ0018'CULVERT 740.85, IN SECTION 13, TOWNSHIP 19 NORTH, RANGE 97 WEST.
 MQ0018
 MQ0018                          STATION RECOVERY (1983)
 MQ0018
 MQ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0357 ***********************************************************************
 MP0357  DESIGNATION -  M 116
 MP0357  PID         -  MP0357
 MP0357  STATE/COUNTY-  WY/SWEETWATER
 MP0357  USGS QUAD   -  RINER (1981)
 MP0357
 MP0357                         *CURRENT SURVEY CONTROL
 MP0357  ___________________________________________________________________
 MP0357* NAD 83(1986)-  41 44 06.     (N)    107 33 02.     (W)     SCALED    
 MP0357* NAVD 88     -      2060.944  (meters)    6761.61   (feet)  ADJUSTED  
 MP0357  ___________________________________________________________________
 MP0357  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 MP0357  DYNAMIC HT  -        2059.129 (meters)    6755.66  (feet)  COMP
 MP0357  MODELED GRAV-     979,668.7   (mgal)                       NAVD 88
 MP0357
 MP0357  VERT ORDER  -  FIRST     CLASS II
 MP0357
 MP0357.The horizontal coordinates were scaled from a topographic map and have
 MP0357.an estimated accuracy of +/- 6 seconds.
 MP0357
 MP0357.The orthometric height was determined by differential leveling
 MP0357.and adjusted by the National Geodetic Survey in June 1991..
 MP0357
 MP0357.The geoid height was determined by GEOID03.
 MP0357
 MP0357.The dynamic height is computed by dividing the NAVD 88
 MP0357.geopotential number by the normal gravity value computed on the
 MP0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0357.degrees latitude (g = 980.6199 gals.).
 MP0357
 MP0357.The modeled gravity was interpolated from observed gravity values.
 MP0357
 MP0357;                    North         East    Units  Estimated Accuracy
 MP0357;SPC WYWC     -   137,840.      699,780.      MT  (+/- 180 meters Scaled)
 MP0357
 MP0357                          SUPERSEDED SURVEY CONTROL
 MP0357
 MP0357  NGVD 29 (??/??/92) 2059.655  (m)         6757.38   (f) ADJ UNCH    1 2
 MP0357
 MP0357.Superseded values are not recommended for survey control.
 MP0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0357.See file dsdata.txt to determine how the superseded data were derived.
 MP0357
 MP0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG878234(NAD 83)
 MP0357_MARKER: DB = BENCH MARK DISK
 MP0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0357_SP_SET: WATER TOWER BASE
 MP0357_STAMPING: M 116 1956
 MP0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0357
 MP0357  HISTORY     - Date     Condition        Report By
 MP0357  HISTORY     - 1956     MONUMENTED       CGS
 MP0357  HISTORY     - 1966     MARK NOT FOUND   USGS
 MP0357  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0357
 MP0357                          STATION DESCRIPTION
 MP0357
 MP0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0357'IN RINER.
 MP0357'AT RINER, SET IN THE TOP OF THE CONCRETE BASE OF THE WATER TOWER, 99
 MP0357'FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN LINE TRACK, MIDWAY
 MP0357'BETWEEN THE TWO SOUTHWEST LEGS OF THE WATER TOWER, 3 FEET ABOVE THE
 MP0357'GROUND, IN THE NORTHWEST 1/4 OF SECTION 4, TOWNSHIP 20 NORTH, RANGE 90
 MP0357'WEST.  NOTE-- THE WATER TOWER HAS BEEN DISMANTLED AND THE FOUNDATION
 MP0357'PARTIALLY DESTROYED.
 MP0357
 MP0357                          STATION RECOVERY (1966)
 MP0357
 MP0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MP0357'MARK NOT FOUND.
 MP0357
 MP0357                          STATION RECOVERY (1983)
 MP0357
 MP0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0384 ***********************************************************************
 MP0384  DESIGNATION -  M 117
 MP0384  PID         -  MP0384
 MP0384  STATE/COUNTY-  WY/SWEETWATER
 MP0384  USGS QUAD   -  WAMSUTTER (1981)
 MP0384
 MP0384                         *CURRENT SURVEY CONTROL
 MP0384  ___________________________________________________________________
 MP0384* NAD 83(1986)-  41 41 22.     (N)    107 56 15.     (W)     SCALED    
 MP0384* NAVD 88     -      2053.219  (meters)    6736.27   (feet)  ADJUSTED  
 MP0384  ___________________________________________________________________
 MP0384  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 MP0384  DYNAMIC HT  -        2051.405 (meters)    6730.32  (feet)  COMP
 MP0384  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 MP0384
 MP0384  VERT ORDER  -  FIRST     CLASS II
 MP0384
 MP0384.The horizontal coordinates were scaled from a topographic map and have
 MP0384.an estimated accuracy of +/- 6 seconds.
 MP0384
 MP0384.The orthometric height was determined by differential leveling
 MP0384.and adjusted by the National Geodetic Survey in June 1991..
 MP0384
 MP0384.The geoid height was determined by GEOID03.
 MP0384
 MP0384.The dynamic height is computed by dividing the NAVD 88
 MP0384.geopotential number by the normal gravity value computed on the
 MP0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0384.degrees latitude (g = 980.6199 gals.).
 MP0384
 MP0384.The modeled gravity was interpolated from observed gravity values.
 MP0384
 MP0384;                    North         East    Units  Estimated Accuracy
 MP0384;SPC WYWC     -   132,410.      667,640.      MT  (+/- 180 meters Scaled)
 MP0384
 MP0384                          SUPERSEDED SURVEY CONTROL
 MP0384
 MP0384  NGVD 29 (06/08/92) 2051.979  (m)         6732.20   (f) ADJUSTED    1 2
 MP0384
 MP0384.Superseded values are not recommended for survey control.
 MP0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0384.See file dsdata.txt to determine how the superseded data were derived.
 MP0384
 MP0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG555194(NAD 83)
 MP0384_MARKER: DB = BENCH MARK DISK
 MP0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0384_SP_SET: ABUTMENT
 MP0384_STAMPING: M 117 1956
 MP0384_MARK LOGO: CGS   
 MP0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0384
 MP0384  HISTORY     - Date     Condition        Report By
 MP0384  HISTORY     - 1956     MONUMENTED       CGS
 MP0384  HISTORY     - 1983     GOOD             NGS
 MP0384
 MP0384                          STATION DESCRIPTION
 MP0384
 MP0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0384'2.2 MI E FROM WAMSUTTER.
 MP0384'2.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0384'WAMSUTTER, 1 1/2 POLES NORTHEAST OF MILEPOST 722, 4 FEET NORTHWEST OF
 MP0384'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 2 FEET BELOW THE TOP OF THE
 MP0384'RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 MP0384'ABUTMENT OF CONCRETE BRIDGE 721.99, IN SECTION 25, TOWNSHIP 20 NORTH,
 MP0384'RANGE 94 WEST.
 MP0384
 MP0384                          STATION RECOVERY (1983)
 MP0384
 MP0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0015 ***********************************************************************
 MQ0015  DESIGNATION -  M 118
 MQ0015  PID         -  MQ0015
 MQ0015  STATE/COUNTY-  WY/SWEETWATER
 MQ0015  USGS QUAD   -  RED DESERT NW (1970)
 MQ0015
 MQ0015                         *CURRENT SURVEY CONTROL
 MQ0015  ___________________________________________________________________
 MQ0015* NAD 83(1986)-  41 38 15.     (N)    108 13 39.     (W)     SCALED    
 MQ0015* NAVD 88     -      2108.770  (meters)    6918.52   (feet)  ADJUSTED  
 MQ0015  ___________________________________________________________________
 MQ0015  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 MQ0015  DYNAMIC HT  -        2106.892 (meters)    6912.36  (feet)  COMP
 MQ0015  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 MQ0015
 MQ0015  VERT ORDER  -  FIRST     CLASS II
 MQ0015
 MQ0015.The horizontal coordinates were scaled from a topographic map and have
 MQ0015.an estimated accuracy of +/- 6 seconds.
 MQ0015
 MQ0015.The orthometric height was determined by differential leveling
 MQ0015.and adjusted by the National Geodetic Survey in June 1991..
 MQ0015
 MQ0015.The geoid height was determined by GEOID03.
 MQ0015
 MQ0015.The dynamic height is computed by dividing the NAVD 88
 MQ0015.geopotential number by the normal gravity value computed on the
 MQ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0015.degrees latitude (g = 980.6199 gals.).
 MQ0015
 MQ0015.The modeled gravity was interpolated from observed gravity values.
 MQ0015
 MQ0015;                    North         East    Units  Estimated Accuracy
 MQ0015;SPC WYWC     -   126,450.      643,530.      MT  (+/- 180 meters Scaled)
 MQ0015
 MQ0015                          SUPERSEDED SURVEY CONTROL
 MQ0015
 MQ0015  NGVD 29 (06/08/92) 2107.504  (m)         6914.37   (f) ADJUSTED    1 2
 MQ0015
 MQ0015.Superseded values are not recommended for survey control.
 MQ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0015.See file dsdata.txt to determine how the superseded data were derived.
 MQ0015
 MQ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM309132(NAD 83)
 MQ0015_MARKER: DB = BENCH MARK DISK
 MQ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0015_STAMPING: M 118 1956
 MQ0015_MARK LOGO: CGS   
 MQ0015_PROJECTION: PROJECTING 15 CENTIMETERS
 MQ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0015+STABILITY: SURFACE MOTION
 MQ0015
 MQ0015  HISTORY     - Date     Condition        Report By
 MQ0015  HISTORY     - 1956     MONUMENTED       CGS
 MQ0015  HISTORY     - 1983     GOOD             NGS
 MQ0015
 MQ0015                          STATION DESCRIPTION
 MQ0015
 MQ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0015'5.2 MI W FROM RED DESERT.
 MQ0015'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0015'AT RED DESERT, 5 POLES EAST OF MILEPOST 738, 67.6 FEET NORTH OF THE
 MQ0015'NORTH RAIL OF THE NORTH TRACK, 8.3 FEET WEST OF A TELEPHONE POLE, 8.3
 MQ0015'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MQ0015'PROJECTS 0.8 FOOT ABOVE THE GROUND, IN SECTION 9, TOWNSHIP 19 NORTH,
 MQ0015'RANGE 96 WEST.
 MQ0015
 MQ0015                          STATION RECOVERY (1983)
 MQ0015
 MQ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0015'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.0 KM (8.7
 MQ0015'MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MQ0015'TABLE ROCK, 0.3 KM (0.2 MI) EAST OF MILEPOST 738, 20.6 METERS (67.6
 MQ0015'FT) NORTH OF THE NEAR RAIL AND 2.6 METERS (8.5 FT) WEST OF A POLE.
 MQ0015'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 MQ0015'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0153 ***********************************************************************
 NQ0153  DESIGNATION -  M 119
 NQ0153  PID         -  NQ0153
 NQ0153  STATE/COUNTY-  WY/PLATTE
 NQ0153  USGS QUAD   -  WHEATLAND (1990)
 NQ0153
 NQ0153                         *CURRENT SURVEY CONTROL
 NQ0153  ___________________________________________________________________
 NQ0153* NAD 83(1986)-  42 07 03.     (N)    104 54 40.     (W)     SCALED    
 NQ0153* NAVD 88     -      1370.140  (meters)    4495.20   (feet)  ADJUSTED  
 NQ0153  ___________________________________________________________________
 NQ0153  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 NQ0153  DYNAMIC HT  -        1369.261 (meters)    4492.32  (feet)  COMP
 NQ0153  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 NQ0153
 NQ0153  VERT ORDER  -  FIRST     CLASS II
 NQ0153
 NQ0153.The horizontal coordinates were scaled from a topographic map and have
 NQ0153.an estimated accuracy of +/- 6 seconds.
 NQ0153
 NQ0153.The orthometric height was determined by differential leveling
 NQ0153.and adjusted by the National Geodetic Survey in June 1991..
 NQ0153
 NQ0153.The geoid height was determined by GEOID03.
 NQ0153
 NQ0153.The dynamic height is computed by dividing the NAVD 88
 NQ0153.geopotential number by the normal gravity value computed on the
 NQ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0153.degrees latitude (g = 980.6199 gals.).
 NQ0153
 NQ0153.The modeled gravity was interpolated from observed gravity values.
 NQ0153
 NQ0153;                    North         East    Units  Estimated Accuracy
 NQ0153;SPC WY E     -   179,660.      221,130.      MT  (+/- 180 meters Scaled)
 NQ0153
 NQ0153                          SUPERSEDED SURVEY CONTROL
 NQ0153
 NQ0153  NGVD 29 (??/??/92) 1369.342  (m)         4492.58   (f) ADJ UNCH    1 2
 NQ0153
 NQ0153.Superseded values are not recommended for survey control.
 NQ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0153.See file dsdata.txt to determine how the superseded data were derived.
 NQ0153
 NQ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG073628(NAD 83)
 NQ0153_MARKER: DB = BENCH MARK DISK
 NQ0153_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0153_SP_SET: ROCK OUTCROP
 NQ0153_STAMPING: M 119 1956
 NQ0153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0153+STABILITY: POSITION/ELEVATION WELL
 NQ0153
 NQ0153  HISTORY     - Date     Condition        Report By
 NQ0153  HISTORY     - 1956     MONUMENTED       CGS
 NQ0153
 NQ0153                          STATION DESCRIPTION
 NQ0153
 NQ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0153'5.6 MI NW FROM WHEATLAND.
 NQ0153'5.55 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0153'FROM THE STATION AT WHEATLAND, AT THE FOOT OF A ROCKY HILL,
 NQ0153'119 FEET NORTHEAST OF THE NORTHEAST CORNER OF TRESTLE 219.54,
 NQ0153'108 FEET EAST OF THE EAST RAIL, 47 FEET SOUTHEAST OF A JOG
 NQ0153'IN A FENCE, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 NQ0153'SOUTH SIDE OF A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0038 ***********************************************************************
 PY0038  DESIGNATION -  M 12
 PY0038  PID         -  PY0038
 PY0038  STATE/COUNTY-  WY/PARK
 PY0038  USGS QUAD   -  PLENTY COUPS PEAK (1991)
 PY0038
 PY0038                         *CURRENT SURVEY CONTROL
 PY0038  ___________________________________________________________________
 PY0038* NAD 83(1986)-  44 27 55.     (N)    110 05 42.     (W)     SCALED    
 PY0038* NAVD 88     -      2372.412  (meters)    7783.49   (feet)  POSTED    
 PY0038  ___________________________________________________________________
 PY0038  GEOID HEIGHT-          -7.60  (meters)                     GEOID03
 PY0038  DYNAMIC HT  -        2370.800 (meters)    7778.20  (feet)  COMP
 PY0038  MODELED GRAV-     979,854.1   (mgal)                       NAVD 88
 PY0038
 PY0038  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0038
 PY0038.The horizontal coordinates were scaled from a topographic map and have
 PY0038.an estimated accuracy of +/- 6 seconds.
 PY0038
 PY0038.The orthometric height was determined by differential leveling
 PY0038.and adjusted by the National Geodetic Survey in 1992..
 PY0038.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0038.rate of 1.1 thru 2.0 mm/km.
 PY0038
 PY0038.The geoid height was determined by GEOID03.
 PY0038
 PY0038.The dynamic height is computed by dividing the NAVD 88
 PY0038.geopotential number by the normal gravity value computed on the
 PY0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0038.degrees latitude (g = 980.6199 gals.).
 PY0038
 PY0038.The modeled gravity was interpolated from observed gravity values.
 PY0038
 PY0038;                    North         East    Units  Estimated Accuracy
 PY0038;SPC WYWC     -   441,330.      492,980.      MT  (+/- 180 meters Scaled)
 PY0038
 PY0038                          SUPERSEDED SURVEY CONTROL
 PY0038
 PY0038  NGVD 29 (??/??/92) 2371.043  (m)         7779.00   (f) ADJ UNCH    2 0
 PY0038
 PY0038.Superseded values are not recommended for survey control.
 PY0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0038.See file dsdata.txt to determine how the superseded data were derived.
 PY0038
 PY0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ719239(NAD 83)
 PY0038_MARKER: DB = BENCH MARK DISK
 PY0038_SETTING: 66 = SET IN ROCK OUTCROP
 PY0038_SP_SET: ROCK OUTCROP
 PY0038_STAMPING: 7778.800 M 12 1923
 PY0038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0038+STABILITY: POSITION/ELEVATION WELL
 PY0038
 PY0038  HISTORY     - Date     Condition        Report By
 PY0038  HISTORY     - 1923     MONUMENTED       CGS
 PY0038  HISTORY     - 1958     GOOD             USGS
 PY0038
 PY0038                          STATION DESCRIPTION
 PY0038
 PY0038'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0038'20.9 MI E FROM LAKE JUNCTION.
 PY0038'LAKE JUNCTION, 20.1 MILES EAST OF EAST ENTRANCE ROAD.  1.8 MILES EAST
 PY0038'OF SYLVAN PASS.  0.1 MILES WEST OF A ROAD BEND AT A CREEK CROSSING.
 PY0038'SOUTH AND BELOW ROAD ON THE OLD ABANDONED ROAD.  EAST OF A BEND TO THE
 PY0038'SOUTH IN THE OLD ROAD AND AT THE WEST EDGE OF A BREAK IN THE TREES
 PY0038'NORTH OF THE ROAD.  32 FEET SOUTH AND LEVEL WITH THE OLD ROAD. IN A
 PY0038'LARGE ROCK OUTCROP, A STANDARD DISK, STAMPED 7778.800 M 12 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0123 ***********************************************************************
 PV0123  DESIGNATION -  M 120
 PV0123  PID         -  PV0123
 PV0123  STATE/COUNTY-  WY/CROOK
 PV0123  USGS QUAD   -  MOORCROFT (1984)
 PV0123
 PV0123                         *CURRENT SURVEY CONTROL
 PV0123  ___________________________________________________________________
 PV0123* NAD 83(1986)-  44 15 41.     (N)    104 57 04.     (W)     SCALED    
 PV0123* NAVD 88     -      1283.109  (meters)    4209.67   (feet)  ADJUSTED  
 PV0123  ___________________________________________________________________
 PV0123  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 PV0123  DYNAMIC HT  -        1282.589 (meters)    4207.96  (feet)  COMP
 PV0123  MODELED GRAV-     980,168.7   (mgal)                       NAVD 88
 PV0123
 PV0123  VERT ORDER  -  FIRST     CLASS II
 PV0123
 PV0123.The horizontal coordinates were scaled from a topographic map and have
 PV0123.an estimated accuracy of +/- 6 seconds.
 PV0123
 PV0123.The orthometric height was determined by differential leveling
 PV0123.and adjusted by the National Geodetic Survey in June 1991..
 PV0123
 PV0123.The geoid height was determined by GEOID03.
 PV0123
 PV0123.The dynamic height is computed by dividing the NAVD 88
 PV0123.geopotential number by the normal gravity value computed on the
 PV0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0123.degrees latitude (g = 980.6199 gals.).
 PV0123
 PV0123.The modeled gravity was interpolated from observed gravity values.
 PV0123
 PV0123;                    North         East    Units  Estimated Accuracy
 PV0123;SPC WY E     -   417,810.      217,210.      MT  (+/- 180 meters Scaled)
 PV0123
 PV0123                          SUPERSEDED SURVEY CONTROL
 PV0123
 PV0123  NGVD 29 (??/??/92) 1282.472  (m)         4207.58   (f) ADJ UNCH    1 2
 PV0123
 PV0123.Superseded values are not recommended for survey control.
 PV0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0123.See file dsdata.txt to determine how the superseded data were derived.
 PV0123
 PV0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK039009(NAD 83)
 PV0123_MARKER: DB = BENCH MARK DISK
 PV0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PV0123_SP_SET: CONCRETE FOUNDATION
 PV0123_STAMPING: M 120 1957
 PV0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0123
 PV0123  HISTORY     - Date     Condition        Report By
 PV0123  HISTORY     - 1957     MONUMENTED       CGS
 PV0123  HISTORY     - 1982     MARK NOT FOUND   USGS
 PV0123  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0123
 PV0123                          STATION DESCRIPTION
 PV0123
 PV0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0123'AT MOORCROFT.
 PV0123'AT MOORCROFT, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 PV0123'44.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION,
 PV0123'77 FEET NORTH OF THE NORTH RAIL, IN THE TOP OF THE WEST CORNER
 PV0123'OF THE SOUTHWEST CONCRETE FOUNDATION FOR A RAILROAD WATER TANK
 PV0123'THAT HAS BEEN REMOVED, LEVEL WITH THE TRACK AND ABOUT 2 FEET
 PV0123'ABOVE THE GROUND.
 PV0123
 PV0123                          STATION RECOVERY (1982)
 PV0123
 PV0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PV0123'MARK NOT FOUND.
 PV0123
 PV0123                          STATION RECOVERY (1985)
 PV0123
 PV0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0123'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0235 ***********************************************************************
 PV0235  DESIGNATION -  M 121
 PV0235  PID         -  PV0235
 PV0235  STATE/COUNTY-  WY/CAMPBELL
 PV0235  USGS QUAD   -  GILLETTE EAST (1971)
 PV0235
 PV0235                         *CURRENT SURVEY CONTROL
 PV0235  ___________________________________________________________________
 PV0235* NAD 83(1986)-  44 17 00.     (N)    105 24 06.     (W)     SCALED    
 PV0235* NAVD 88     -      1349.794  (meters)    4428.45   (feet)  ADJUSTED  
 PV0235  ___________________________________________________________________
 PV0235  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PV0235  DYNAMIC HT  -        1349.259 (meters)    4426.69  (feet)  COMP
 PV0235  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 PV0235
 PV0235  VERT ORDER  -  FIRST     CLASS II
 PV0235
 PV0235.The horizontal coordinates were scaled from a topographic map and have
 PV0235.an estimated accuracy of +/- 6 seconds.
 PV0235
 PV0235.The orthometric height was determined by differential leveling
 PV0235.and adjusted by the National Geodetic Survey in June 1991..
 PV0235.WARNING-Repeat measurements at this control monument indicate possible
 PV0235.vertical movement.
 PV0235
 PV0235.The geoid height was determined by GEOID03.
 PV0235
 PV0235.The dynamic height is computed by dividing the NAVD 88
 PV0235.geopotential number by the normal gravity value computed on the
 PV0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0235.degrees latitude (g = 980.6199 gals.).
 PV0235
 PV0235.The modeled gravity was interpolated from observed gravity values.
 PV0235
 PV0235;                    North         East    Units  Estimated Accuracy
 PV0235;SPC WY E     -   420,260.      181,240.      MT  (+/- 180 meters Scaled)
 PV0235
 PV0235                          SUPERSEDED SURVEY CONTROL
 PV0235
 PV0235  NGVD 29 (??/??/92) 1349.124  (m)         4426.25   (f) ADJ UNCH    1 2
 PV0235
 PV0235.Superseded values are not recommended for survey control.
 PV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0235.See file dsdata.txt to determine how the superseded data were derived.
 PV0235
 PV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK679034(NAD 83)
 PV0235_MARKER: DB = BENCH MARK DISK
 PV0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0235_SP_SET: CONCRETE POST
 PV0235_STAMPING: M 121 1957
 PV0235_MARK LOGO: CGS   
 PV0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0235+STABILITY: SURFACE MOTION
 PV0235
 PV0235  HISTORY     - Date     Condition        Report By
 PV0235  HISTORY     - 1957     MONUMENTED       CGS
 PV0235  HISTORY     - 1985     GOOD             NGS
 PV0235
 PV0235                          STATION DESCRIPTION
 PV0235
 PV0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0235'5.2 MI E FROM GILLETTE.
 PV0235'5.15 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0235'FROM THE STATION AT GILLETTE, 235 FEET SOUTHWEST OF MILEPOST
 PV0235'592, 9 1/2 RAILS WEST OF THE CENTER LINE OF A PRIVATE CROSS
 PV0235'ROAD, 377 FEET WEST OF A FENCE CORNER POST, ON THE WEST SLOPE
 PV0235'OF A SLIGHT HILL, 98 FEET SOUTH OF THE SOUTH RAIL, 113 FEET
 PV0235'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 16, 2 FEET SOUTH OF THE
 PV0235'FENCE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 PV0235'LEVEL WITH THE TRACK AND THE HIGHWAY AND IN THE TOP OF A CONCRETE
 PV0235'POST PROJECTING 6 INCHES.
 PV0235
 PV0235                          STATION RECOVERY (1985)
 PV0235
 PV0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0235'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--8.34 KM (5.18 MI) EAST ALONG
 PV0235'STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF GILLETTE
 PV0235'AVENUE AT GILLETTE.
 PV0235'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0289 ***********************************************************************
 PV0289  DESIGNATION -  M 122
 PV0289  PID         -  PV0289
 PV0289  STATE/COUNTY-  WY/CAMPBELL
 PV0289  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0289
 PV0289                         *CURRENT SURVEY CONTROL
 PV0289  ___________________________________________________________________
 PV0289* NAD 83(1986)-  44 22 38.     (N)    105 46 27.     (W)     SCALED    
 PV0289* NAVD 88     -      1325.613  (meters)    4349.12   (feet)  ADJUSTED  
 PV0289  ___________________________________________________________________
 PV0289  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 PV0289  DYNAMIC HT  -        1325.061 (meters)    4347.30  (feet)  COMP
 PV0289  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 PV0289
 PV0289  VERT ORDER  -  FIRST     CLASS II
 PV0289
 PV0289.The horizontal coordinates were scaled from a topographic map and have
 PV0289.an estimated accuracy of +/- 6 seconds.
 PV0289
 PV0289.The orthometric height was determined by differential leveling
 PV0289.and adjusted by the National Geodetic Survey in June 1991..
 PV0289
 PV0289.The geoid height was determined by GEOID03.
 PV0289
 PV0289.The dynamic height is computed by dividing the NAVD 88
 PV0289.geopotential number by the normal gravity value computed on the
 PV0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0289.degrees latitude (g = 980.6199 gals.).
 PV0289
 PV0289.The modeled gravity was interpolated from observed gravity values.
 PV0289
 PV0289;                    North         East    Units  Estimated Accuracy
 PV0289;SPC WY E     -   430,840.      151,590.      MT  (+/- 180 meters Scaled)
 PV0289
 PV0289                          SUPERSEDED SURVEY CONTROL
 PV0289
 PV0289  NGVD 29 (??/??/92) 1324.930  (m)         4346.87   (f) ADJ UNCH    1 2
 PV0289
 PV0289.Superseded values are not recommended for survey control.
 PV0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0289.See file dsdata.txt to determine how the superseded data were derived.
 PV0289
 PV0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK383140(NAD 83)
 PV0289_MARKER: DB = BENCH MARK DISK
 PV0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0289_STAMPING: M 122 1957
 PV0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0289+STABILITY: SURFACE MOTION
 PV0289
 PV0289  HISTORY     - Date     Condition        Report By
 PV0289  HISTORY     - 1957     MONUMENTED       CGS
 PV0289
 PV0289                          STATION DESCRIPTION
 PV0289
 PV0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0289'16.2 MI NW FROM GILLETTE.
 PV0289'ABOUT 16.25 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0289'QUINCY RAILROAD FROM THE STATION AT GILLETTE, AT THE WEST END
 PV0289'OF A FILL AND THE EAST END OF A SHORT CUT, 100 FEET SOUTH OF
 PV0289'THE SOUTH RAIL, 3 FEET SOUTH OF THE FENCE LINE, 2 1/2 FEET
 PV0289'EAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE TRACK
 PV0289'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0316 ***********************************************************************
 PV0316  DESIGNATION -  M 123
 PV0316  PID         -  PV0316
 PV0316  STATE/COUNTY-  WY/CAMPBELL
 PV0316  USGS QUAD   -  CROTON (1972)
 PV0316
 PV0316                         *CURRENT SURVEY CONTROL
 PV0316  ___________________________________________________________________
 PV0316* NAD 83(1986)-  44 33 05.     (N)    105 59 18.     (W)     SCALED    
 PV0316* NAVD 88     -      1194.783  (meters)    3919.88   (feet)  ADJUSTED  
 PV0316  ___________________________________________________________________
 PV0316  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 PV0316  DYNAMIC HT  -        1194.333 (meters)    3918.41  (feet)  COMP
 PV0316  MODELED GRAV-     980,200.4   (mgal)                       NAVD 88
 PV0316
 PV0316  VERT ORDER  -  FIRST     CLASS II
 PV0316
 PV0316.The horizontal coordinates were scaled from a topographic map and have
 PV0316.an estimated accuracy of +/- 6 seconds.
 PV0316
 PV0316.The orthometric height was determined by differential leveling
 PV0316.and adjusted by the National Geodetic Survey in June 1991..
 PV0316
 PV0316.The geoid height was determined by GEOID03.
 PV0316
 PV0316.The dynamic height is computed by dividing the NAVD 88
 PV0316.geopotential number by the normal gravity value computed on the
 PV0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0316.degrees latitude (g = 980.6199 gals.).
 PV0316
 PV0316.The modeled gravity was interpolated from observed gravity values.
 PV0316
 PV0316;                    North         East    Units  Estimated Accuracy
 PV0316;SPC WY E     -   450,340.      134,720.      MT  (+/- 180 meters Scaled)
 PV0316
 PV0316                          SUPERSEDED SURVEY CONTROL
 PV0316
 PV0316  NGVD 29 (??/??/92) 1194.114  (m)         3917.69   (f) ADJ UNCH    1 2
 PV0316
 PV0316.Superseded values are not recommended for survey control.
 PV0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0316.See file dsdata.txt to determine how the superseded data were derived.
 PV0316
 PV0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK214335(NAD 83)
 PV0316_MARKER: DB = BENCH MARK DISK
 PV0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0316_STAMPING: M 123 1957
 PV0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0316+STABILITY: SURFACE MOTION
 PV0316
 PV0316  HISTORY     - Date     Condition        Report By
 PV0316  HISTORY     - 1957     MONUMENTED       CGS
 PV0316
 PV0316                          STATION DESCRIPTION
 PV0316
 PV0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0316'11.2 MI SE FROM ARVADA.
 PV0316'11.2 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0316'RAILROAD FROM THE STATION AT ARVADA, 22 1/2 FEET SOUTHEAST OF
 PV0316'THE 8TH POLE SOUTHEAST OF MILEPOST 630, 0.25 MILE SOUTHEAST OF AN
 PV0316'ABANDONED FARM HOUSE, 50 FEET NORTHEAST OF THE NORTHEAST RAIL,
 PV0316'3 1/2 FEET NORTHEAST OF THE FENCE, 2 FEET NORTHWEST OF A WHITE
 PV0316'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND IN THE
 PV0316'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0083 ***********************************************************************
 PV0083  DESIGNATION -  M 124
 PV0083  PID         -  PV0083
 PV0083  STATE/COUNTY-  WY/WESTON
 PV0083  USGS QUAD   -  CLAY SPUR (1984)
 PV0083
 PV0083                         *CURRENT SURVEY CONTROL
 PV0083  ___________________________________________________________________
 PV0083* NAD 83(1986)-  44 00 28.     (N)    104 26 57.     (W)     SCALED    
 PV0083* NAVD 88     -      1294.201  (meters)    4246.06   (feet)  ADJUSTED  
 PV0083  ___________________________________________________________________
 PV0083  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0083  DYNAMIC HT  -        1293.653 (meters)    4244.26  (feet)  COMP
 PV0083  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 PV0083
 PV0083  VERT ORDER  -  FIRST     CLASS II
 PV0083
 PV0083.The horizontal coordinates were scaled from a topographic map and have
 PV0083.an estimated accuracy of +/- 6 seconds.
 PV0083
 PV0083.The orthometric height was determined by differential leveling
 PV0083.and adjusted by the National Geodetic Survey in June 1991..
 PV0083
 PV0083.The geoid height was determined by GEOID03.
 PV0083
 PV0083.The dynamic height is computed by dividing the NAVD 88
 PV0083.geopotential number by the normal gravity value computed on the
 PV0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0083.degrees latitude (g = 980.6199 gals.).
 PV0083
 PV0083.The modeled gravity was interpolated from observed gravity values.
 PV0083
 PV0083;                    North         East    Units  Estimated Accuracy
 PV0083;SPC WY E     -   389,860.      257,540.      MT  (+/- 180 meters Scaled)
 PV0083
 PV0083                          SUPERSEDED SURVEY CONTROL
 PV0083
 PV0083  NGVD 29 (??/??/92) 1293.568  (m)         4243.98   (f) ADJ UNCH    1 2
 PV0083
 PV0083.Superseded values are not recommended for survey control.
 PV0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0083.See file dsdata.txt to determine how the superseded data were derived.
 PV0083
 PV0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ441728(NAD 83)
 PV0083_MARKER: DB = BENCH MARK DISK
 PV0083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0083_SP_SET: 13 1/2 FEET
 PV0083_STAMPING: M 124 1957
 PV0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0083
 PV0083  HISTORY     - Date     Condition        Report By
 PV0083  HISTORY     - 1957     MONUMENTED       CGS
 PV0083
 PV0083                          STATION DESCRIPTION
 PV0083
 PV0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0083'2.5 MI NW FROM OSAGE.
 PV0083'ABOUT 2.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0083'QUINCY RAILROAD FROM THE STATION AT OSAGE, 116 FEET SOUTHWEST
 PV0083'AND ACROSS THE TRACK FROM THE 5TH POLE SOUTHEAST OF MILEPOST
 PV0083'538, 43 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 12 FEET NORTHWEST
 PV0083'OF THE CENTER OF A WIRE GATE, 1 1/2 FEET SOUTHWEST OF THE FENCE
 PV0083'LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, A DISK ON
 PV0083'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 PV0083'DEPTH OF 13 1/2 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING
 PV0083'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0055 ***********************************************************************
 OU0055  DESIGNATION -  M 125
 OU0055  PID         -  OU0055
 OU0055  STATE/COUNTY-  WY/WESTON
 OU0055  USGS QUAD   -  OSAGE SE (1979)
 OU0055
 OU0055                         *CURRENT SURVEY CONTROL
 OU0055  ___________________________________________________________________
 OU0055* NAD 83(1986)-  43 51 47.     (N)    104 16 08.     (W)     SCALED    
 OU0055* NAVD 88     -      1293.798  (meters)    4244.74   (feet)  ADJUSTED  
 OU0055  ___________________________________________________________________
 OU0055  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 OU0055  DYNAMIC HT  -        1293.230 (meters)    4242.87  (feet)  COMP
 OU0055  MODELED GRAV-     980,134.4   (mgal)                       NAVD 88
 OU0055
 OU0055  VERT ORDER  -  FIRST     CLASS II
 OU0055
 OU0055.The horizontal coordinates were scaled from a topographic map and have
 OU0055.an estimated accuracy of +/- 6 seconds.
 OU0055
 OU0055.The orthometric height was determined by differential leveling
 OU0055.and adjusted by the National Geodetic Survey in June 1991..
 OU0055
 OU0055.The geoid height was determined by GEOID03.
 OU0055
 OU0055.The dynamic height is computed by dividing the NAVD 88
 OU0055.geopotential number by the normal gravity value computed on the
 OU0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0055.degrees latitude (g = 980.6199 gals.).
 OU0055
 OU0055.The modeled gravity was interpolated from observed gravity values.
 OU0055
 OU0055;                    North         East    Units  Estimated Accuracy
 OU0055;SPC WY E     -   373,930.      272,170.      MT  (+/- 180 meters Scaled)
 OU0055
 OU0055                          SUPERSEDED SURVEY CONTROL
 OU0055
 OU0055  NGVD 29 (??/??/92) 1293.152  (m)         4242.62   (f) ADJ UNCH    1 2
 OU0055
 OU0055.Superseded values are not recommended for survey control.
 OU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0055.See file dsdata.txt to determine how the superseded data were derived.
 OU0055
 OU0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ587569(NAD 83)
 OU0055_MARKER: DB = BENCH MARK DISK
 OU0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OU0055_SP_SET: CULVERT
 OU0055_STAMPING: M 125 1957
 OU0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0055
 OU0055  HISTORY     - Date     Condition        Report By
 OU0055  HISTORY     - 1957     MONUMENTED       CGS
 OU0055
 OU0055                          STATION DESCRIPTION
 OU0055
 OU0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0055'3.5 MI W FROM NEWCASTLE.
 OU0055'ABOUT 3.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OU0055'RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 23, T.45 N.,
 OU0055'R.62 W., 5 1/2 POLES NORTHWEST OF MILEPOST 524, IN THE TOP OF
 OU0055'THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A 5 X 5-FOOT
 OU0055'CONCRETE BOX CULVERT, 9 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 OU0055'RAIL AND ABOUT 2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0031 ***********************************************************************
 PW0031  DESIGNATION -  M 127
 PW0031  PID         -  PW0031
 PW0031  STATE/COUNTY-  WY/SHERIDAN
 PW0031  USGS QUAD   -  LEITER (1971)
 PW0031
 PW0031                         *CURRENT SURVEY CONTROL
 PW0031  ___________________________________________________________________
 PW0031* NAD 83(1986)-  44 41 49.     (N)    106 20 25.     (W)     SCALED    
 PW0031* NAVD 88     -      1173.130  (meters)    3848.84   (feet)  ADJUSTED  
 PW0031  ___________________________________________________________________
 PW0031  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 PW0031  DYNAMIC HT  -        1172.680 (meters)    3847.37  (feet)  COMP
 PW0031  MODELED GRAV-     980,194.0   (mgal)                       NAVD 88
 PW0031
 PW0031  VERT ORDER  -  FIRST     CLASS II
 PW0031
 PW0031.The horizontal coordinates were scaled from a topographic map and have
 PW0031.an estimated accuracy of +/- 6 seconds.
 PW0031
 PW0031.The orthometric height was determined by differential leveling
 PW0031.and adjusted by the National Geodetic Survey in June 1991..
 PW0031
 PW0031.The geoid height was determined by GEOID03.
 PW0031
 PW0031.The dynamic height is computed by dividing the NAVD 88
 PW0031.geopotential number by the normal gravity value computed on the
 PW0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0031.degrees latitude (g = 980.6199 gals.).
 PW0031
 PW0031.The modeled gravity was interpolated from observed gravity values.
 PW0031
 PW0031;                    North         East    Units  Estimated Accuracy
 PW0031;SPC WYEC     -   566,670.      478,710.      MT  (+/- 180 meters Scaled)
 PW0031
 PW0031                          SUPERSEDED SURVEY CONTROL
 PW0031
 PW0031  NGVD 29 (??/??/92) 1172.421  (m)         3846.52   (f) ADJ UNCH    1 2
 PW0031
 PW0031.Superseded values are not recommended for survey control.
 PW0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0031.See file dsdata.txt to determine how the superseded data were derived.
 PW0031
 PW0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK938501(NAD 83)
 PW0031_MARKER: DB = BENCH MARK DISK
 PW0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0031_STAMPING: M 127 1957
 PW0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0031+STABILITY: SURFACE MOTION
 PW0031
 PW0031  HISTORY     - Date     Condition        Report By
 PW0031  HISTORY     - 1957     MONUMENTED       CGS
 PW0031
 PW0031                          STATION DESCRIPTION
 PW0031
 PW0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0031'4.7 MI NE FROM CLEARMONT.
 PW0031'4.7 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0031'FROM THE STATION AT CLEARMONT, 31 FEET EAST OF AND ACROSS THE TRACK
 PW0031'FROM MILEPOST 656, 16 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 66 FEET
 PW0031'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS 14 AND 16, 2 1/2 FEET
 PW0031'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 PW0031'OF THE TRACK AND 4 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF
 PW0031'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0154 ***********************************************************************
 PW0154  DESIGNATION -  M 128
 PW0154  PID         -  PW0154
 PW0154  STATE/COUNTY-  WY/SHERIDAN
 PW0154  USGS QUAD   -  JONES DRAW (1970)
 PW0154
 PW0154                         *CURRENT SURVEY CONTROL
 PW0154  ___________________________________________________________________
 PW0154* NAD 83(1986)-  44 45 52.     (N)    106 42 07.     (W)     SCALED    
 PW0154* NAVD 88     -      1187.401  (meters)    3895.66   (feet)  ADJUSTED  
 PW0154  ___________________________________________________________________
 PW0154  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 PW0154  DYNAMIC HT  -        1186.947 (meters)    3894.18  (feet)  COMP
 PW0154  MODELED GRAV-     980,195.0   (mgal)                       NAVD 88
 PW0154
 PW0154  VERT ORDER  -  FIRST     CLASS II
 PW0154
 PW0154.The horizontal coordinates were scaled from a topographic map and have
 PW0154.an estimated accuracy of +/- 6 seconds.
 PW0154
 PW0154.The orthometric height was determined by differential leveling
 PW0154.and adjusted by the National Geodetic Survey in June 1991..
 PW0154
 PW0154.The geoid height was determined by GEOID03.
 PW0154
 PW0154.The dynamic height is computed by dividing the NAVD 88
 PW0154.geopotential number by the normal gravity value computed on the
 PW0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0154.degrees latitude (g = 980.6199 gals.).
 PW0154
 PW0154.The modeled gravity was interpolated from observed gravity values.
 PW0154
 PW0154;                    North         East    Units  Estimated Accuracy
 PW0154;SPC WYEC     -   573,880.      449,980.      MT  (+/- 180 meters Scaled)
 PW0154
 PW0154                          SUPERSEDED SURVEY CONTROL
 PW0154
 PW0154  NGVD 29 (??/??/92) 1186.665  (m)         3893.25   (f) ADJ UNCH    1 2
 PW0154
 PW0154.Superseded values are not recommended for survey control.
 PW0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0154.See file dsdata.txt to determine how the superseded data were derived.
 PW0154
 PW0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK653581(NAD 83)
 PW0154_MARKER: DB = BENCH MARK DISK
 PW0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0154_SP_SET: ABUTMENT
 PW0154_STAMPING: M 128 1957
 PW0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0154
 PW0154  HISTORY     - Date     Condition        Report By
 PW0154  HISTORY     - 1957     MONUMENTED       CGS
 PW0154
 PW0154                          STATION DESCRIPTION
 PW0154
 PW0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0154'16.30 MI SE FROM SHERIDAN.
 PW0154'16.30 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0154'RAILROAD FROM THE STATION AT SHERIDAN, IN THE TOP OF THE SOUTHWEST END
 PW0154'OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE NUMBER 682.23, 5 1/2 FEET
 PW0154'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 PW0154'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0115 ***********************************************************************
 PW0115  DESIGNATION -  M 129
 PW0115  PID         -  PW0115
 PW0115  STATE/COUNTY-  WY/SHERIDAN
 PW0115  USGS QUAD   -  ACME (1978)
 PW0115
 PW0115                         *CURRENT SURVEY CONTROL
 PW0115  ___________________________________________________________________
 PW0115* NAD 83(1986)-  44 53 56.     (N)    106 58 56.     (W)     SCALED    
 PW0115* NAVD 88     -      1105.425  (meters)    3626.72   (feet)  ADJUSTED  
 PW0115  ___________________________________________________________________
 PW0115  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 PW0115  DYNAMIC HT  -        1105.053 (meters)    3625.49  (feet)  COMP
 PW0115  MODELED GRAV-     980,243.6   (mgal)                       NAVD 88
 PW0115
 PW0115  VERT ORDER  -  FIRST     CLASS II
 PW0115
 PW0115.The horizontal coordinates were scaled from a topographic map and have
 PW0115.an estimated accuracy of +/- 6 seconds.
 PW0115
 PW0115.The orthometric height was determined by differential leveling
 PW0115.and adjusted by the National Geodetic Survey in June 1991..
 PW0115
 PW0115.The geoid height was determined by GEOID03.
 PW0115
 PW0115.The dynamic height is computed by dividing the NAVD 88
 PW0115.geopotential number by the normal gravity value computed on the
 PW0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0115.degrees latitude (g = 980.6199 gals.).
 PW0115
 PW0115.The modeled gravity was interpolated from observed gravity values.
 PW0115
 PW0115;                    North         East    Units  Estimated Accuracy
 PW0115;SPC WYEC     -   588,690.      427,730.      MT  (+/- 180 meters Scaled)
 PW0115
 PW0115                          SUPERSEDED SURVEY CONTROL
 PW0115
 PW0115  NGVD 29 (??/??/92) 1104.708  (m)         3624.36   (f) ADJ UNCH    1 2
 PW0115
 PW0115.Superseded values are not recommended for survey control.
 PW0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0115.See file dsdata.txt to determine how the superseded data were derived.
 PW0115
 PW0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK434736(NAD 83)
 PW0115_MARKER: DB = BENCH MARK DISK
 PW0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0115_SP_SET: ABUTMENT
 PW0115_STAMPING: M 129 1957
 PW0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0115
 PW0115  HISTORY     - Date     Condition        Report By
 PW0115  HISTORY     - 1957     MONUMENTED       CGS
 PW0115
 PW0115                          STATION DESCRIPTION
 PW0115
 PW0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0115'2.6 MI E FROM KLEENBURN.
 PW0115'2.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0115'THE STATION AT KLEENBURN, IN THE TOP OF THE EAST END OF THE NORTH
 PW0115'CONCRETE ABUTMENT OF A STEEL GIRDER BRIDGE NUMBER 705.47 OVER GOOSE
 PW0115'CREEK, 7 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0066 ***********************************************************************
 PY0066  DESIGNATION -  M 13
 PY0066  PID         -  PY0066
 PY0066  STATE/COUNTY-  WY/TETON
 PY0066  USGS QUAD   -  LEWIS FALLS (1986)
 PY0066
 PY0066                         *CURRENT SURVEY CONTROL
 PY0066  ___________________________________________________________________
 PY0066* NAD 83(1986)-  44 16 58.     (N)    110 37 37.     (W)     SCALED    
 PY0066* NAVD 88     -      2380.819  (meters)    7811.07   (feet)  ADJUSTED  
 PY0066  ___________________________________________________________________
 PY0066  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0066  DYNAMIC HT  -        2379.225 (meters)    7805.84  (feet)  COMP
 PY0066  MODELED GRAV-     979,862.4   (mgal)                       NAVD 88
 PY0066
 PY0066  VERT ORDER  -  FIRST     CLASS II
 PY0066
 PY0066.The horizontal coordinates were scaled from a topographic map and have
 PY0066.an estimated accuracy of +/- 6 seconds.
 PY0066
 PY0066.The orthometric height was determined by differential leveling
 PY0066.and adjusted by the National Geodetic Survey in June 1991..
 PY0066
 PY0066.The geoid height was determined by GEOID03.
 PY0066
 PY0066.The dynamic height is computed by dividing the NAVD 88
 PY0066.geopotential number by the normal gravity value computed on the
 PY0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0066.degrees latitude (g = 980.6199 gals.).
 PY0066
 PY0066.The modeled gravity was interpolated from observed gravity values.
 PY0066
 PY0066;                    North         East    Units  Estimated Accuracy
 PY0066;SPC WY W     -   520,310.      756,610.      MT  (+/- 180 meters Scaled)
 PY0066
 PY0066                          SUPERSEDED SURVEY CONTROL
 PY0066
 PY0066  NGVD 29 (08/20/92) 2379.465  (m)         7806.63   (f) ADJUSTED    1 2
 PY0066
 PY0066.Superseded values are not recommended for survey control.
 PY0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0066.See file dsdata.txt to determine how the superseded data were derived.
 PY0066
 PY0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ297033(NAD 83)
 PY0066_MARKER: DB = BENCH MARK DISK
 PY0066_SETTING: 80 = SET IN A BOULDER
 PY0066_SP_SET: BOULDER
 PY0066_STAMPING: M 13 1923 7806.759
 PY0066_MARK LOGO: CGS   
 PY0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0066+STABILITY: SURFACE MOTION
 PY0066
 PY0066  HISTORY     - Date     Condition        Report By
 PY0066  HISTORY     - 1923     MONUMENTED       CGS
 PY0066  HISTORY     - 1934     GOOD             NGS
 PY0066  HISTORY     - 1987     GOOD             NGS
 PY0066
 PY0066                          STATION DESCRIPTION
 PY0066
 PY0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0066'11.5 MI N FROM SOUTH ENTRANCE.
 PY0066'11.5 MILES NORTH ALONG THE SOUTH ENTRANCE-THUMB RANGER STATION ROAD
 PY0066'FROM SOUTH ENTRANCE, YELLOWSTONE NATIONAL PARK, 40 FEET SOUTH OF THE
 PY0066'EDGE OF THE ROAD, 2 FEET LOWER THAN THE ROAD, AND IN THE TOP OF A
 PY0066'LARGE BOULDER.  A STANDARD DISK, STAMPED 7806.759 M 13 1923.
 PY0066
 PY0066                          STATION RECOVERY (1987)
 PY0066
 PY0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0066'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--32.5
 PY0066'M (106.6 FT) SOUTHEAST OF THE CENTER OF THE ENTRANCE TO LEWIS LAKE
 PY0066'CAMPGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0135 ***********************************************************************
 MP0135  DESIGNATION -  M 13
 MP0135  PID         -  MP0135
 MP0135  STATE/COUNTY-  WY/CARBON
 MP0135  USGS QUAD   -  SARATOGA (1961)
 MP0135
 MP0135                         *CURRENT SURVEY CONTROL
 MP0135  ___________________________________________________________________
 MP0135* NAD 83(1986)-  41 27 12.     (N)    106 48 34.     (W)     SCALED    
 MP0135* NAVD 88     -      2070.125  (meters)    6791.74   (feet)  ADJUSTED  
 MP0135  ___________________________________________________________________
 MP0135  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 MP0135  DYNAMIC HT  -        2068.313 (meters)    6785.79  (feet)  COMP
 MP0135  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 MP0135
 MP0135  VERT ORDER  -  SECOND    CLASS 0
 MP0135
 MP0135.The horizontal coordinates were scaled from a topographic map and have
 MP0135.an estimated accuracy of +/- 6 seconds.
 MP0135
 MP0135.The orthometric height was determined by differential leveling
 MP0135.and adjusted by the National Geodetic Survey in June 1991..
 MP0135
 MP0135.The geoid height was determined by GEOID03.
 MP0135
 MP0135.The dynamic height is computed by dividing the NAVD 88
 MP0135.geopotential number by the normal gravity value computed on the
 MP0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0135.degrees latitude (g = 980.6199 gals.).
 MP0135
 MP0135.The modeled gravity was interpolated from observed gravity values.
 MP0135
 MP0135;                    North         East    Units  Estimated Accuracy
 MP0135;SPC WYEC     -   206,000.      443,770.      MT  (+/- 180 meters Scaled)
 MP0135
 MP0135                          SUPERSEDED SURVEY CONTROL
 MP0135
 MP0135  NGVD 29 (??/??/92) 2068.967  (m)         6787.94   (f) ADJ UNCH    2 0
 MP0135
 MP0135.Superseded values are not recommended for survey control.
 MP0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0135.See file dsdata.txt to determine how the superseded data were derived.
 MP0135
 MP0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF488906(NAD 83)
 MP0135_MARKER: DD = SURVEY DISK
 MP0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0135_SP_SET: BUILDING
 MP0135_STAMPING: M 13 1934 6788
 MP0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0135
 MP0135  HISTORY     - Date     Condition        Report By
 MP0135  HISTORY     - 1934     MONUMENTED       USGS
 MP0135  HISTORY     - 20030101 POOR             INDIV
 MP0135
 MP0135                          STATION DESCRIPTION
 MP0135
 MP0135'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 MP0135'IN SARATOGA.
 MP0135'AT SARATOGA, IN THE SOUTHWEST PORTION OF THE TOWN, AT THE GRADE SCHOOL
 MP0135'BUILDING, AT THE SOUTH ENTRANCE BEARING THE INSCRIPTION 1928, AND IN
 MP0135'THE TOP OF A SLAB EAST OF THE ENTRANCE.  A U.S. GEOLOGICAL SURVEY
 MP0135'STANDARD DISK, STAMPED M 13 1934 6788.
 MP0135
 MP0135                          STATION RECOVERY (2003)
 MP0135
 MP0135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 MP0135'ACCORDING TO MAINTAINENCE PERSON FOR SCHOOL DISTRICT, MONUMENT WAS
 MP0135'DISTURBED DURING RELAYING OF CONCRETE STEPS AND RESET IN NEW CONCRETE.
 MP0135' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0185 ***********************************************************************
 MO0185  DESIGNATION -  M 130
 MO0185  PID         -  MO0185
 MO0185  STATE/COUNTY-  WY/LARAMIE
 MO0185  USGS QUAD   -  P O RANCH (1978)
 MO0185
 MO0185                         *CURRENT SURVEY CONTROL
 MO0185  ___________________________________________________________________
 MO0185* NAD 83(1986)-  41 16 31.     (N)    104 46 09.     (W)     SCALED    
 MO0185* NAVD 88     -      1850.167  (meters)    6070.09   (feet)  ADJUSTED  
 MO0185  ___________________________________________________________________
 MO0185  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 MO0185  DYNAMIC HT  -        1848.584 (meters)    6064.90  (feet)  COMP
 MO0185  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 MO0185
 MO0185  VERT ORDER  -  SECOND    CLASS 0
 MO0185
 MO0185.The horizontal coordinates were scaled from a topographic map and have
 MO0185.an estimated accuracy of +/- 6 seconds.
 MO0185
 MO0185.The orthometric height was determined by differential leveling
 MO0185.and adjusted by the National Geodetic Survey in June 1991..
 MO0185
 MO0185.The geoid height was determined by GEOID03.
 MO0185
 MO0185.The dynamic height is computed by dividing the NAVD 88
 MO0185.geopotential number by the normal gravity value computed on the
 MO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0185.degrees latitude (g = 980.6199 gals.).
 MO0185
 MO0185.The modeled gravity was interpolated from observed gravity values.
 MO0185
 MO0185;                    North         East    Units  Estimated Accuracy
 MO0185;SPC WY E     -    86,170.      233,300.      MT  (+/- 180 meters Scaled)
 MO0185
 MO0185                          SUPERSEDED SURVEY CONTROL
 MO0185
 MO0185  NGVD 29 (??/??/92) 1849.173  (m)         6066.83   (f) ADJ UNCH    2 0
 MO0185
 MO0185.Superseded values are not recommended for survey control.
 MO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0185.See file dsdata.txt to determine how the superseded data were derived.
 MO0185
 MO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF193693(NAD 83)
 MO0185_MARKER: DB = BENCH MARK DISK
 MO0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0185_STAMPING: M 130 1959
 MO0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0185+STABILITY: SURFACE MOTION
 MO0185
 MO0185  HISTORY     - Date     Condition        Report By
 MO0185  HISTORY     - 1959     MONUMENTED       CGS
 MO0185
 MO0185                          STATION DESCRIPTION
 MO0185
 MO0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0185'11.7 MI NE FROM CHEYENNE.
 MO0185'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0185'CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE 5.7
 MO0185'MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 4.8 MILES NORTHEAST
 MO0185'ON U.S. HIGHWAY 85, 71 FEET NORTHEAST OF THE CENTER LINE OF A
 MO0185'GRAVELED SIDE ROAD, 54 FEET NORTHWEST OF THE CENTERLINE OF THE
 MO0185'HIGHWAY, 7 FEET NORTHEAST OF A GAS LINE BREATHER PIPE, 3.4 FEET
 MO0185'SOUTH OF A METAL WITNESS POST AND 1 FOOT SOUTHEAST OF THE RIGHT
 MO0185'OF WAY FENCE ABOUT LEVEL WITH THE HIGHWAY.  SET IN A CONCRETE POST
 MO0185'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0190 ***********************************************************************
 MQ0190  DESIGNATION -  M 131
 MQ0190  PID         -  MQ0190
 MQ0190  STATE/COUNTY-  WY/SWEETWATER
 MQ0190  USGS QUAD   -  GREEN RIVER (1980)
 MQ0190
 MQ0190                         *CURRENT SURVEY CONTROL
 MQ0190  ___________________________________________________________________
 MQ0190* NAD 83(1986)-  41 33 13.     (N)    109 30 01.     (W)     SCALED    
 MQ0190* NAVD 88     -      1862.611  (meters)    6110.92   (feet)  ADJUSTED  
 MQ0190  ___________________________________________________________________
 MQ0190  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0190  DYNAMIC HT  -        1861.025 (meters)    6105.71  (feet)  COMP
 MQ0190  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 MQ0190
 MQ0190  VERT ORDER  -  FIRST     CLASS II
 MQ0190
 MQ0190.The horizontal coordinates were scaled from a topographic map and have
 MQ0190.an estimated accuracy of +/- 6 seconds.
 MQ0190
 MQ0190.The orthometric height was determined by differential leveling
 MQ0190.and adjusted by the National Geodetic Survey in June 1991..
 MQ0190.WARNING-Repeat measurements at this control monument indicate possible
 MQ0190.vertical movement.
 MQ0190
 MQ0190.The geoid height was determined by GEOID03.
 MQ0190
 MQ0190.The dynamic height is computed by dividing the NAVD 88
 MQ0190.geopotential number by the normal gravity value computed on the
 MQ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0190.degrees latitude (g = 980.6199 gals.).
 MQ0190
 MQ0190.The modeled gravity was interpolated from observed gravity values.
 MQ0190
 MQ0190;                    North         East    Units  Estimated Accuracy
 MQ0190;SPC WYWC     -   117,270.      537,410.      MT  (+/- 180 meters Scaled)
 MQ0190
 MQ0190                          SUPERSEDED SURVEY CONTROL
 MQ0190
 MQ0190  NGVD 29 (06/08/92) 1861.320  (m)         6106.68   (f) ADJUSTED    1 2
 MQ0190
 MQ0190.Superseded values are not recommended for survey control.
 MQ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0190.See file dsdata.txt to determine how the superseded data were derived.
 MQ0190
 MQ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM250013(NAD 83)
 MQ0190_MARKER: DB = BENCH MARK DISK
 MQ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0190_STAMPING: M 131 1958
 MQ0190_MARK LOGO: CGS   
 MQ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0190+STABILITY: SURFACE MOTION
 MQ0190
 MQ0190  HISTORY     - Date     Condition        Report By
 MQ0190  HISTORY     - 1958     MONUMENTED       CGS
 MQ0190  HISTORY     - 1981     GOOD             NGS
 MQ0190  HISTORY     - 1983     GOOD             NGS
 MQ0190
 MQ0190                          STATION DESCRIPTION
 MQ0190
 MQ0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0190'2.5 MI W FROM GREEN RIVER.
 MQ0190'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0190'GREEN RIVER, 103 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 120
 MQ0190'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE HIGHWAY BRIDGE, 3
 MQ0190'FEET NORTH OF A CONCRETE HIGHWAY MARKER, 2 FEET WEST OF A WHITE WOODEN
 MQ0190'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 MQ0190'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MQ0190
 MQ0190                          STATION RECOVERY (1981)
 MQ0190
 MQ0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MQ0190'AS THE MARK IS NOW ON INTERSTATE 80 RIGHT OF WAY. NEW DISTANCES ARE
 MQ0190'GIVEN. A METAL WITNESS POST AND SIGN WERE ADDED. THE BENCH MARK IS
 MQ0190'ABOUT 4.0 KM (2.5 MILES) WEST ALONG WYOMING STATE HIGHWAY 374, OLD
 MQ0190'U.S. 30, FROM THE OLD POST OFFICE IN GREEN RIVER. IT IS 31.4 M (120
 MQ0190'FT) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE STATE HIGHWAY
 MQ0190'BRIDGE, 22.0 M (72.2 FT) SOUTH OF INTERSTATE 80 SOUTH EDGE OF THE
 MQ0190'EASTBOUND LANE, 6.0 M (19.7 FT) NORTH OF THE SOUTHERN RIGHT OF WAY
 MQ0190'FENCE FOR INTERSTATE 80, 1.0 M (3.3 FT) NORTH OF A CONCRETE HIGHWAY
 MQ0190'RIGHT OF WAY MARKER AND 0.6 M (2.0 FT) WEST OF A WHITE WOODEN WITNESS
 MQ0190'POST. THERE IS A GATE IN THE RIGHT OF WAY FENCE TO GET TO THE MARK
 MQ0190'FROM STATE HIGHWAY 374.
 MQ0190
 MQ0190                          STATION RECOVERY (1983)
 MQ0190
 MQ0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0190'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0190'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.  ADD 33.0
 MQ0190'METERS (108.3 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 MQ0190'INTERSTATE HIGHWAY 80, AND 0.8 METER (2.6 FT) EAST OF A METAL WITNESS
 MQ0190'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0272 ***********************************************************************
 MQ0272  DESIGNATION -  M 132
 MQ0272  PID         -  MQ0272
 MQ0272  STATE/COUNTY-  WY/SWEETWATER
 MQ0272  USGS QUAD   -  GRANGER (1980)
 MQ0272
 MQ0272                         *CURRENT SURVEY CONTROL
 MQ0272  ___________________________________________________________________
 MQ0272* NAD 83(1986)-  41 34 37.     (N)    109 57 40.     (W)     SCALED    
 MQ0272* NAVD 88     -      1922.376  (meters)    6307.00   (feet)  ADJUSTED  
 MQ0272  ___________________________________________________________________
 MQ0272  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 MQ0272  DYNAMIC HT  -        1920.729 (meters)    6301.59  (feet)  COMP
 MQ0272  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 MQ0272
 MQ0272  VERT ORDER  -  FIRST     CLASS II
 MQ0272
 MQ0272.The horizontal coordinates were scaled from a topographic map and have
 MQ0272.an estimated accuracy of +/- 6 seconds.
 MQ0272
 MQ0272.The orthometric height was determined by differential leveling
 MQ0272.and adjusted by the National Geodetic Survey in June 1991..
 MQ0272
 MQ0272.The geoid height was determined by GEOID03.
 MQ0272
 MQ0272.The dynamic height is computed by dividing the NAVD 88
 MQ0272.geopotential number by the normal gravity value computed on the
 MQ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0272.degrees latitude (g = 980.6199 gals.).
 MQ0272
 MQ0272.The modeled gravity was interpolated from observed gravity values.
 MQ0272
 MQ0272;                    North         East    Units  Estimated Accuracy
 MQ0272;SPC WYWC     -   120,300.      499,000.      MT  (+/- 180 meters Scaled)
 MQ0272
 MQ0272                          SUPERSEDED SURVEY CONTROL
 MQ0272
 MQ0272  NGVD 29 (06/08/92) 1921.066  (m)         6302.70   (f) ADJUSTED    1 2
 MQ0272
 MQ0272.Superseded values are not recommended for survey control.
 MQ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0272.See file dsdata.txt to determine how the superseded data were derived.
 MQ0272
 MQ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM866033(NAD 83)
 MQ0272_MARKER: DB = BENCH MARK DISK
 MQ0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0272_SP_SET: FOUNDATION
 MQ0272_STAMPING: M 132 1958
 MQ0272_MARK LOGO: CGS   
 MQ0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0272
 MQ0272  HISTORY     - Date     Condition        Report By
 MQ0272  HISTORY     - 1958     MONUMENTED       CGS
 MQ0272  HISTORY     - 1983     GOOD             NGS
 MQ0272
 MQ0272                          STATION DESCRIPTION
 MQ0272
 MQ0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0272'1.4 MI SE FROM GRANGER.
 MQ0272'ABOUT 1.4 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0272'PACIFIC RAILROAD STATION AT GRANGER, 178 FEET NORTH OF THE CENTER LINE
 MQ0272'OF THE HIGHWAY, IN THE WEST SIDE OF THE FOUNDATION OF A LARGE ROUND
 MQ0272'CONCRETE CISTERN SURROUNDED BY A MOUND OF DIRT, 196 FEET NORTHEAST OF
 MQ0272'THE JUNCTION WITH AN ASPHALT ROAD LEADING TO THE SERVICE PIPE LINE
 MQ0272'COMPANY AIRPORT AND BOOSTER STATION, AND ABOUT 3 1/2 FEET ABOVE THE
 MQ0272'LEVEL OF THE GROUND.
 MQ0272
 MQ0272                          STATION RECOVERY (1983)
 MQ0272
 MQ0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0057 ***********************************************************************
 MR0057  DESIGNATION -  M 133
 MR0057  PID         -  MR0057
 MR0057  STATE/COUNTY-  WY/UINTA
 MR0057  USGS QUAD   -  AUSTIN RESERVOIR (1964)
 MR0057
 MR0057                         *CURRENT SURVEY CONTROL
 MR0057  ___________________________________________________________________
 MR0057* NAD 83(1986)-  41 28 35.     (N)    110 22 30.     (W)     SCALED    
 MR0057* NAVD 88     -      1969.690  (meters)    6462.22   (feet)  ADJUSTED  
 MR0057  ___________________________________________________________________
 MR0057  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 MR0057  DYNAMIC HT  -        1967.994 (meters)    6456.66  (feet)  COMP
 MR0057  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 MR0057
 MR0057  VERT ORDER  -  FIRST     CLASS II
 MR0057
 MR0057.The horizontal coordinates were scaled from a topographic map and have
 MR0057.an estimated accuracy of +/- 6 seconds.
 MR0057
 MR0057.The orthometric height was determined by differential leveling
 MR0057.and adjusted by the National Geodetic Survey in June 1991..
 MR0057
 MR0057.The geoid height was determined by GEOID03.
 MR0057
 MR0057.The dynamic height is computed by dividing the NAVD 88
 MR0057.geopotential number by the normal gravity value computed on the
 MR0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0057.degrees latitude (g = 980.6199 gals.).
 MR0057
 MR0057.The modeled gravity was interpolated from observed gravity values.
 MR0057
 MR0057;                    North         East    Units  Estimated Accuracy
 MR0057;SPC WY W     -   208,470.      775,640.      MT  (+/- 180 meters Scaled)
 MR0057
 MR0057                          SUPERSEDED SURVEY CONTROL
 MR0057
 MR0057  NGVD 29 (06/08/92) 1968.421  (m)         6458.06   (f) ADJUSTED    1 2
 MR0057
 MR0057.Superseded values are not recommended for survey control.
 MR0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0057.See file dsdata.txt to determine how the superseded data were derived.
 MR0057
 MR0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL521918(NAD 83)
 MR0057_MARKER: DB = BENCH MARK DISK
 MR0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0057_SP_SET: RETAINING WALL
 MR0057_STAMPING: M 133 1958
 MR0057_MARK LOGO: CGS   
 MR0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0057
 MR0057  HISTORY     - Date     Condition        Report By
 MR0057  HISTORY     - 1958     MONUMENTED       CGS
 MR0057  HISTORY     - 1983     GOOD             NGS
 MR0057
 MR0057                          STATION DESCRIPTION
 MR0057
 MR0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0057'4.0 MI NE FROM CARTER.
 MR0057'ABOUT 4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0057'STATION AT CARTER, 21 POLES NORTHEAST OF MILEPOST 872, IN THE TOP OF
 MR0057'THE WEST END OF THE SOUTHWEST CONCRETE RETAINING WALL OF BRIDGE
 MR0057'871.45, 6 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2 FEET BELOW
 MR0057'THE LEVEL OF THE TRACKS.
 MR0057
 MR0057                          STATION RECOVERY (1983)
 MR0057
 MR0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0136 ***********************************************************************
 MR0136  DESIGNATION -  M 134
 MR0136  PID         -  MR0136
 MR0136  STATE/COUNTY-  WY/UINTA
 MR0136  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0136
 MR0136                         *CURRENT SURVEY CONTROL
 MR0136  ___________________________________________________________________
 MR0136* NAD 83(1986)-  41 10 31.     (N)    110 48 58.     (W)     SCALED    
 MR0136* NAVD 88     -      2177.176  (meters)    7142.95   (feet)  ADJUSTED  
 MR0136  ___________________________________________________________________
 MR0136  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 MR0136  DYNAMIC HT  -        2175.122 (meters)    7136.21  (feet)  COMP
 MR0136  MODELED GRAV-     979,602.2   (mgal)                       NAVD 88
 MR0136
 MR0136  VERT ORDER  -  FIRST     CLASS II
 MR0136
 MR0136.The horizontal coordinates were scaled from a topographic map and have
 MR0136.an estimated accuracy of +/- 6 seconds.
 MR0136
 MR0136.The orthometric height was determined by differential leveling
 MR0136.and adjusted by the National Geodetic Survey in June 1991..
 MR0136.WARNING-Repeat measurements at this control monument indicate possible
 MR0136.vertical movement.
 MR0136
 MR0136.The geoid height was determined by GEOID03.
 MR0136
 MR0136.The dynamic height is computed by dividing the NAVD 88
 MR0136.geopotential number by the normal gravity value computed on the
 MR0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0136.degrees latitude (g = 980.6199 gals.).
 MR0136
 MR0136.The modeled gravity was interpolated from observed gravity values.
 MR0136
 MR0136;                    North         East    Units  Estimated Accuracy
 MR0136;SPC WY W     -   175,240.      738,520.      MT  (+/- 180 meters Scaled)
 MR0136
 MR0136                          SUPERSEDED SURVEY CONTROL
 MR0136
 MR0136  NGVD 29 (06/08/92) 2175.837  (m)         7138.56   (f) ADJUSTED    1 2
 MR0136
 MR0136.Superseded values are not recommended for survey control.
 MR0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0136.See file dsdata.txt to determine how the superseded data were derived.
 MR0136
 MR0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL154582(NAD 83)
 MR0136_MARKER: DB = BENCH MARK DISK
 MR0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0136_STAMPING: M 134 1958
 MR0136_MARK LOGO: CGS   
 MR0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0136+STABILITY: SURFACE MOTION
 MR0136
 MR0136  HISTORY     - Date     Condition        Report By
 MR0136  HISTORY     - 1958     MONUMENTED       CGS
 MR0136  HISTORY     - 1962     GOOD             NGS
 MR0136  HISTORY     - 1983     GOOD             NGS
 MR0136
 MR0136                          STATION DESCRIPTION
 MR0136
 MR0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 MR0136'2.4 MI W FROM ALTAMONT.
 MR0136'2.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0136'ALTAMONT, 59 FEET NORTHWEST OF MILEPOST 906, 84 FEET SOUTH-SOUTHEAST
 MR0136'OF THE NEAR RAIL, 81 FEET SOUTH OF THE SOUTH CORNER OF THE CONCRETE
 MR0136'FOUNDATION FOR SIGNAL 9060, 9.5 FEET EAST-NORTHEAST OF A FENCE CORNER,
 MR0136'1.1 FEET WEST-SOUTHWEST OF A FENCE, 2.3 FEET WEST-SOUTHWEST OF A
 MR0136'WITNESS POST, ABOUT 10 FEET LOWER THAN THE TRACK, AND SET IN THE TOP
 MR0136'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MR0136
 MR0136                          STATION RECOVERY (1983)
 MR0136
 MR0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0069 ***********************************************************************
 MR0069  DESIGNATION -  M 135
 MR0069  PID         -  MR0069
 MR0069  STATE/COUNTY-  WY/UINTA
 MR0069  USGS QUAD   -  CARTER (1964)
 MR0069
 MR0069                         *CURRENT SURVEY CONTROL
 MR0069  ___________________________________________________________________
 MR0069* NAD 83(1986)-  41 23 47.     (N)    110 23 50.     (W)     SCALED    
 MR0069* NAVD 88     -      2134.060  (meters)    7001.50   (feet)  ADJUSTED  
 MR0069  ___________________________________________________________________
 MR0069  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 MR0069  DYNAMIC HT  -        2132.207 (meters)    6995.42  (feet)  COMP
 MR0069  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 MR0069
 MR0069  VERT ORDER  -  FIRST     CLASS II
 MR0069
 MR0069.The horizontal coordinates were scaled from a topographic map and have
 MR0069.an estimated accuracy of +/- 6 seconds.
 MR0069
 MR0069.The orthometric height was determined by differential leveling
 MR0069.and adjusted by the National Geodetic Survey in June 1991..
 MR0069
 MR0069.The geoid height was determined by GEOID03.
 MR0069
 MR0069.The dynamic height is computed by dividing the NAVD 88
 MR0069.geopotential number by the normal gravity value computed on the
 MR0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0069.degrees latitude (g = 980.6199 gals.).
 MR0069
 MR0069.The modeled gravity was interpolated from observed gravity values.
 MR0069
 MR0069;                    North         East    Units  Estimated Accuracy
 MR0069;SPC WY W     -   199,590.      773,750.      MT  (+/- 180 meters Scaled)
 MR0069
 MR0069                          SUPERSEDED SURVEY CONTROL
 MR0069
 MR0069  NGVD 29 (??/??/92) 2132.733  (m)         6997.14   (f) ADJ UNCH    1 2
 MR0069
 MR0069.Superseded values are not recommended for survey control.
 MR0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0069.See file dsdata.txt to determine how the superseded data were derived.
 MR0069
 MR0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL503829(NAD 83)
 MR0069_MARKER: DB = BENCH MARK DISK
 MR0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0069_STAMPING: M 135 1958
 MR0069_MARK LOGO: CGS   
 MR0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0069+STABILITY: SURFACE MOTION
 MR0069
 MR0069  HISTORY     - Date     Condition        Report By
 MR0069  HISTORY     - 1958     MONUMENTED       CGS
 MR0069  HISTORY     - 1983     GOOD             NGS
 MR0069
 MR0069                          STATION DESCRIPTION
 MR0069
 MR0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0069'4.5 MI SE FROM CARTER.
 MR0069'ABOUT 3.25 MILES SOUTHEAST ALONG STATE ROAD 135 FROM THE UNION PACIFIC
 MR0069'RAILROAD STATION AT CARTER, THENCE ABOUT 0.8 MILE SOUTH-SOUTHWEST
 MR0069'ALONG A TRAIL ROAD, THENCE ABOUT 0.45 MILE WEST ALONG THE AIRPORT
 MR0069'ROAD, ABOUT 0.1 MILE SOUTH-SOUTHEAST OF THE BEACON TOWER, 13 FEET
 MR0069'NORTHWEST OF THE CENTER LINE OF A TRAIL ROAD, 6 FEET NORTH-NORTHEAST
 MR0069'OF A FENCE CORNER, 2 FEET EAST OF THE FENCE, AND IN THE TOP OF A
 MR0069'CONCRETE POST PROJECTING 6 INCHES.
 MR0069
 MR0069                          STATION RECOVERY (1983)
 MR0069
 MR0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0123 ***********************************************************************
 MP0123  DESIGNATION -  M 14
 MP0123  PID         -  MP0123
 MP0123  STATE/COUNTY-  WY/CARBON
 MP0123  USGS QUAD   -  ELKHORN POINT (1983)
 MP0123
 MP0123                         *CURRENT SURVEY CONTROL
 MP0123  ___________________________________________________________________
 MP0123* NAD 83(1986)-  41 02 37.     (N)    106 25 27.     (W)     SCALED    
 MP0123* NAVD 88     -      2380.927  (meters)    7811.42   (feet)  ADJUSTED  
 MP0123  ___________________________________________________________________
 MP0123  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 MP0123  DYNAMIC HT  -        2378.582 (meters)    7803.73  (feet)  COMP
 MP0123  MODELED GRAV-     979,552.8   (mgal)                       NAVD 88
 MP0123
 MP0123  VERT ORDER  -  SECOND    CLASS 0
 MP0123
 MP0123.The horizontal coordinates were scaled from a topographic map and have
 MP0123.an estimated accuracy of +/- 6 seconds.
 MP0123
 MP0123.The orthometric height was determined by differential leveling
 MP0123.and adjusted by the National Geodetic Survey in June 1991..
 MP0123
 MP0123.The geoid height was determined by GEOID03.
 MP0123
 MP0123.The dynamic height is computed by dividing the NAVD 88
 MP0123.geopotential number by the normal gravity value computed on the
 MP0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0123.degrees latitude (g = 980.6199 gals.).
 MP0123
 MP0123.The modeled gravity was interpolated from observed gravity values.
 MP0123
 MP0123;                    North         East    Units  Estimated Accuracy
 MP0123;SPC WYEC     -   160,760.      476,440.      MT  (+/- 180 meters Scaled)
 MP0123
 MP0123                          SUPERSEDED SURVEY CONTROL
 MP0123
 MP0123  NGVD 29 (??/??/92) 2379.615  (m)         7807.12   (f) ADJ UNCH    2 0
 MP0123
 MP0123.Superseded values are not recommended for survey control.
 MP0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0123.See file dsdata.txt to determine how the superseded data were derived.
 MP0123
 MP0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF803445(NAD 83)
 MP0123_MARKER: DD = SURVEY DISK
 MP0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0123_STAMPING: M 14 1934 7807
 MP0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0123+STABILITY: SURFACE MOTION
 MP0123
 MP0123  HISTORY     - Date     Condition        Report By
 MP0123  HISTORY     - 1934     MONUMENTED       USGS
 MP0123
 MP0123                          STATION DESCRIPTION
 MP0123
 MP0123'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 MP0123'15.8 MI NW FROM NORTHGATE.
 MP0123'IN CARBON COUNTY, WYOMING, 15.8 MILES NORTHWEST ALONG THE ENCAMPMENT
 MP0123'ROAD FROM NORTHGATE, JACKSON COUNTY, COLORADO, 5.9 MILES SOUTHEAST OF
 MP0123'THE STEEL BRIDGE OVER BIG CREEK, 3.4 MILES NORTHWEST OF THE
 MP0123'WYOMING-COLORADO STATE LINE, ABOUT 500 YARDS EAST OF A RANCH HOUSE, ON
 MP0123'THE ROCKY MOUNTAIN HIGHWAY, 53 FEET NORTHEAST OF THE CENTER LINE OF
 MP0123'THE ROAD, AT THE TOP OF A HILL, AND 3 FEET SOUTHWEST OF A FENCE. A
 MP0123'U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 14 1934 7807 AND SET
 MP0123'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0038 ***********************************************************************
 MP0038  DESIGNATION -  M 141
 MP0038  PID         -  MP0038
 MP0038  STATE/COUNTY-  WY/CARBON
 MP0038  USGS QUAD   -  MEDICINE BOW (1971)
 MP0038
 MP0038                         *CURRENT SURVEY CONTROL
 MP0038  ___________________________________________________________________
 MP0038* NAD 83(1986)-  41 54 46.     (N)    106 11 36.     (W)     SCALED    
 MP0038* NAVD 88     -      2010.130  (meters)    6594.90   (feet)  ADJUSTED  
 MP0038  ___________________________________________________________________
 MP0038  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 MP0038  DYNAMIC HT  -        2008.452 (meters)    6589.40  (feet)  COMP
 MP0038  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 MP0038
 MP0038  VERT ORDER  -  FIRST     CLASS II
 MP0038
 MP0038.The horizontal coordinates were scaled from a topographic map and have
 MP0038.an estimated accuracy of +/- 6 seconds.
 MP0038
 MP0038.The orthometric height was determined by differential leveling
 MP0038.and adjusted by the National Geodetic Survey in June 1991..
 MP0038
 MP0038.The geoid height was determined by GEOID03.
 MP0038
 MP0038.The dynamic height is computed by dividing the NAVD 88
 MP0038.geopotential number by the normal gravity value computed on the
 MP0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0038.degrees latitude (g = 980.6199 gals.).
 MP0038
 MP0038.The modeled gravity was interpolated from observed gravity values.
 MP0038
 MP0038;                    North         East    Units  Estimated Accuracy
 MP0038;SPC WYEC     -   257,520.      494,570.      MT  (+/- 180 meters Scaled)
 MP0038
 MP0038                          SUPERSEDED SURVEY CONTROL
 MP0038
 MP0038  NGVD 29 (06/08/92) 2008.994  (m)         6591.17   (f) ADJUSTED    1 2
 MP0038
 MP0038.Superseded values are not recommended for survey control.
 MP0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0038.See file dsdata.txt to determine how the superseded data were derived.
 MP0038
 MP0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG010407(NAD 83)
 MP0038_MARKER: DB = BENCH MARK DISK
 MP0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0038_STAMPING: M 141 1959
 MP0038_MARK LOGO: CGS   
 MP0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0038+STABILITY: SURFACE MOTION
 MP0038
 MP0038  HISTORY     - Date     Condition        Report By
 MP0038  HISTORY     - 1959     MONUMENTED       CGS
 MP0038  HISTORY     - 1983     GOOD             NGS
 MP0038
 MP0038                          STATION DESCRIPTION
 MP0038
 MP0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MP0038'1.75 MI N FROM MEDICINE BOW.
 MP0038'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 MP0038'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 1.55 MILES NORTH ALONG
 MP0038'A PAVED ROAD, 97 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, IN
 MP0038'SECTION 33, R 78 W, T 23 N, 187 FEET SOUTHEAST OF THE CENTER LINE OF A
 MP0038'PROPOSED ROAD, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3
 MP0038'FEET BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 MP0038'PROJECTING 6 INCHES.
 MP0038
 MP0038                          STATION RECOVERY (1983)
 MP0038
 MP0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0113 ***********************************************************************
 NR0113  DESIGNATION -  M 142
 NR0113  PID         -  NR0113
 NR0113  STATE/COUNTY-  WY/CARBON
 NR0113  USGS QUAD   -  BATES CREEK RESERVOIR (1984)
 NR0113
 NR0113                         *CURRENT SURVEY CONTROL
 NR0113  ___________________________________________________________________
 NR0113* NAD 83(1986)-  42 25 50.     (N)    106 11 20.     (W)     SCALED    
 NR0113* NAVD 88     -      2327.117  (meters)    7634.88   (feet)  ADJUSTED  
 NR0113  ___________________________________________________________________
 NR0113  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 NR0113  DYNAMIC HT  -        2325.278 (meters)    7628.85  (feet)  COMP
 NR0113  MODELED GRAV-     979,746.2   (mgal)                       NAVD 88
 NR0113
 NR0113  VERT ORDER  -  SECOND    CLASS 0
 NR0113
 NR0113.The horizontal coordinates were scaled from a topographic map and have
 NR0113.an estimated accuracy of +/- 6 seconds.
 NR0113
 NR0113.The orthometric height was determined by differential leveling
 NR0113.and adjusted by the National Geodetic Survey in June 1991..
 NR0113
 NR0113.The geoid height was determined by GEOID03.
 NR0113
 NR0113.The dynamic height is computed by dividing the NAVD 88
 NR0113.geopotential number by the normal gravity value computed on the
 NR0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0113.degrees latitude (g = 980.6199 gals.).
 NR0113
 NR0113.The modeled gravity was interpolated from observed gravity values.
 NR0113
 NR0113;                    North         East    Units  Estimated Accuracy
 NR0113;SPC WYEC     -   315,030.      494,170.      MT  (+/- 180 meters Scaled)
 NR0113
 NR0113                          SUPERSEDED SURVEY CONTROL
 NR0113
 NR0113  NGVD 29 (??/??/92) 2326.00   (m)         7631.2    (f) COMPUTED    2 0
 NR0113
 NR0113.Superseded values are not recommended for survey control.
 NR0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0113.See file dsdata.txt to determine how the superseded data were derived.
 NR0113
 NR0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG022982(NAD 83)
 NR0113_MARKER: DB = BENCH MARK DISK
 NR0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0113_STAMPING: M 142 1959
 NR0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0113+STABILITY: SURFACE MOTION
 NR0113
 NR0113  HISTORY     - Date     Condition        Report By
 NR0113  HISTORY     - 1959     MONUMENTED       CGS
 NR0113
 NR0113                          STATION DESCRIPTION
 NR0113
 NR0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0113'48.4 MI S FROM CASPER.
 NR0113'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0113'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0113'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0113'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0113'ROAD, THENCE ABOUT 23.6 MILES SOUTHEAST ALONG A DIRT ROAD, 39 FEET
 NR0113'NORTH OF THE CENTER LINE OF THE ROAD, IN SECTION 4, R 78 W, T 28 N,
 NR0113'ABOUT 0.5 MILE WEST OF A CATTLE GUARD, ABOUT 1 FOOT BELOW THE LEVEL OF
 NR0113'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0347 ***********************************************************************
 NQ0347  DESIGNATION -  M 143
 NQ0347  PID         -  NQ0347
 NQ0347  STATE/COUNTY-  WY/PLATTE
 NQ0347  USGS QUAD   -  JOHNSON MOUNTAIN (1992)
 NQ0347
 NQ0347                         *CURRENT SURVEY CONTROL
 NQ0347  ___________________________________________________________________
 NQ0347* NAD 83(1986)-  42 08 48.     (N)    105 14 35.     (W)     SCALED    
 NQ0347* NAVD 88     -      1593.754  (meters)    5228.84   (feet)  ADJUSTED  
 NQ0347  ___________________________________________________________________
 NQ0347  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 NQ0347  DYNAMIC HT  -        1592.722 (meters)    5225.46  (feet)  COMP
 NQ0347  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 NQ0347
 NQ0347  VERT ORDER  -  SECOND    CLASS 0
 NQ0347
 NQ0347.The horizontal coordinates were scaled from a topographic map and have
 NQ0347.an estimated accuracy of +/- 6 seconds.
 NQ0347
 NQ0347.The orthometric height was determined by differential leveling
 NQ0347.and adjusted by the National Geodetic Survey in June 1991..
 NQ0347
 NQ0347.The geoid height was determined by GEOID03.
 NQ0347
 NQ0347.The dynamic height is computed by dividing the NAVD 88
 NQ0347.geopotential number by the normal gravity value computed on the
 NQ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0347.degrees latitude (g = 980.6199 gals.).
 NQ0347
 NQ0347.The modeled gravity was interpolated from observed gravity values.
 NQ0347
 NQ0347;                    North         East    Units  Estimated Accuracy
 NQ0347;SPC WY E     -   182,870.      193,690.      MT  (+/- 180 meters Scaled)
 NQ0347
 NQ0347                          SUPERSEDED SURVEY CONTROL
 NQ0347
 NQ0347  NGVD 29 (??/??/92) 1592.941  (m)         5226.17   (f) ADJ UNCH    2 0
 NQ0347
 NQ0347.Superseded values are not recommended for survey control.
 NQ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0347.See file dsdata.txt to determine how the superseded data were derived.
 NQ0347
 NQ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG799660(NAD 83)
 NQ0347_MARKER: DB = BENCH MARK DISK
 NQ0347_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0347_SP_SET: ROCK OUTCROP
 NQ0347_STAMPING: M 143 1959
 NQ0347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0347+STABILITY: POSITION/ELEVATION WELL
 NQ0347
 NQ0347  HISTORY     - Date     Condition        Report By
 NQ0347  HISTORY     - 1959     MONUMENTED       CGS
 NQ0347
 NQ0347                          STATION DESCRIPTION
 NQ0347
 NQ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0347'20 MI NW FROM WHEATLAND.
 NQ0347'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0347'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0347'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0347'A PAVED ROAD, THENCE ABOUT 4.05 MILES WEST ALONG A GRADED DIRT
 NQ0347'ROAD, IN THE NORTHEAST CORNER OF SECTION 16, T 25 N, R 70 W,
 NQ0347'39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 NQ0347'SMALL GRANITE ROCK OUTCROP, ABOUT 2 FEET ABOVE THE GROUND, ABOUT
 NQ0347'0.35 MILE WEST OF A CURVE IN THE ROAD AT A CATTLE GUARD, ABOUT
 NQ0347'MIDWAY UP A RIDGE, 146 FEET EAST-NORTHEAST OF A LONE 14-INCH JACK
 NQ0347'PINE TREE WHICH IS ON THE SOUTH SLOPE OF THE RIDGE, AND ABOUT
 NQ0347'5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0372 ***********************************************************************
 NQ0372  DESIGNATION -  M 144
 NQ0372  PID         -  NQ0372
 NQ0372  STATE/COUNTY-  WY/ALBANY
 NQ0372  USGS QUAD   -  GARRETT (1968)
 NQ0372
 NQ0372                         *CURRENT SURVEY CONTROL
 NQ0372  ___________________________________________________________________
 NQ0372* NAD 83(1986)-  42 06 23.     (N)    105 31 57.     (W)     SCALED    
 NQ0372* NAVD 88     -      2204.035  (meters)    7231.07   (feet)  ADJUSTED  
 NQ0372  ___________________________________________________________________
 NQ0372  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 NQ0372  DYNAMIC HT  -        2202.361 (meters)    7225.58  (feet)  COMP
 NQ0372  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 NQ0372
 NQ0372  VERT ORDER  -  SECOND    CLASS 0
 NQ0372
 NQ0372.The horizontal coordinates were scaled from a topographic map and have
 NQ0372.an estimated accuracy of +/- 6 seconds.
 NQ0372
 NQ0372.The orthometric height was determined by differential leveling
 NQ0372.and adjusted by the National Geodetic Survey in June 1991..
 NQ0372
 NQ0372.The geoid height was determined by GEOID03.
 NQ0372
 NQ0372.The dynamic height is computed by dividing the NAVD 88
 NQ0372.geopotential number by the normal gravity value computed on the
 NQ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0372.degrees latitude (g = 980.6199 gals.).
 NQ0372
 NQ0372.The modeled gravity was interpolated from observed gravity values.
 NQ0372
 NQ0372;                    North         East    Units  Estimated Accuracy
 NQ0372;SPC WY E     -   178,460.      169,740.      MT  (+/- 180 meters Scaled)
 NQ0372
 NQ0372                          SUPERSEDED SURVEY CONTROL
 NQ0372
 NQ0372  NGVD 29 (??/??/92) 2203.078  (m)         7227.93   (f) ADJ UNCH    2 0
 NQ0372
 NQ0372.Superseded values are not recommended for survey control.
 NQ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0372.See file dsdata.txt to determine how the superseded data were derived.
 NQ0372
 NQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG559617(NAD 83)
 NQ0372_MARKER: DB = BENCH MARK DISK
 NQ0372_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0372_SP_SET: ROCK OUTCROP
 NQ0372_STAMPING: M 144 1959
 NQ0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0372+STABILITY: POSITION/ELEVATION WELL
 NQ0372
 NQ0372  HISTORY     - Date     Condition        Report By
 NQ0372  HISTORY     - 1959     MONUMENTED       CGS
 NQ0372
 NQ0372                          STATION DESCRIPTION
 NQ0372
 NQ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0372'6.4 MI E FROM GARRETT.
 NQ0372'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0372'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG
 NQ0372'A GRADED DIRT ROAD, THENCE ABOUT 2.95 MILES NORTHEAST ALONG A
 NQ0372'TRACK ROAD, ON THE WEST SLOPE OF A ROCKY HILL, IN THE SOUTHWEST
 NQ0372'1/4 OF SECTION 30, T 25 N, R 72 W, 59 FEET EAST OF THE CENTER
 NQ0372'LINE OF THE ROAD, IN THE TOP OF A LARGE FLAT ROCK OUTCROP
 NQ0372'PROJECTING 1 FOOT, ABOUT 0.2 MILE NORTHWEST OF A HILL WITH A
 NQ0372'SHARP POINTED ROCK ON THE TOP, 358 FEET SOUTH OF A GATE, AND
 NQ0372'ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0396 ***********************************************************************
 NQ0396  DESIGNATION -  M 145
 NQ0396  PID         -  NQ0396
 NQ0396  STATE/COUNTY-  WY/ALBANY
 NQ0396  USGS QUAD   -  ROGERS CREEK (1968)
 NQ0396
 NQ0396                         *CURRENT SURVEY CONTROL
 NQ0396  ___________________________________________________________________
 NQ0396* NAD 83(1986)-  42 13 35.     (N)    105 48 54.     (W)     SCALED    
 NQ0396* NAVD 88     -      2208.215  (meters)    7244.79   (feet)  ADJUSTED  
 NQ0396  ___________________________________________________________________
 NQ0396  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 NQ0396  DYNAMIC HT  -        2206.501 (meters)    7239.16  (feet)  COMP
 NQ0396  MODELED GRAV-     979,765.2   (mgal)                       NAVD 88
 NQ0396
 NQ0396  VERT ORDER  -  SECOND    CLASS 0
 NQ0396
 NQ0396.The horizontal coordinates were scaled from a topographic map and have
 NQ0396.an estimated accuracy of +/- 6 seconds.
 NQ0396
 NQ0396.The orthometric height was determined by differential leveling
 NQ0396.and adjusted by the National Geodetic Survey in June 1991..
 NQ0396
 NQ0396.The geoid height was determined by GEOID03.
 NQ0396
 NQ0396.The dynamic height is computed by dividing the NAVD 88
 NQ0396.geopotential number by the normal gravity value computed on the
 NQ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0396.degrees latitude (g = 980.6199 gals.).
 NQ0396
 NQ0396.The modeled gravity was interpolated from observed gravity values.
 NQ0396
 NQ0396;                    North         East    Units  Estimated Accuracy
 NQ0396;SPC WY E     -   191,930.      146,480.      MT  (+/- 180 meters Scaled)
 NQ0396
 NQ0396                          SUPERSEDED SURVEY CONTROL
 NQ0396
 NQ0396  NGVD 29 (??/??/92) 2207.187  (m)         7241.41   (f) ADJ UNCH    2 0
 NQ0396
 NQ0396.Superseded values are not recommended for survey control.
 NQ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0396.See file dsdata.txt to determine how the superseded data were derived.
 NQ0396
 NQ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG327752(NAD 83)
 NQ0396_MARKER: DB = BENCH MARK DISK
 NQ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0396_STAMPING: M 145 1959
 NQ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0396+STABILITY: SURFACE MOTION
 NQ0396
 NQ0396  HISTORY     - Date     Condition        Report By
 NQ0396  HISTORY     - 1959     MONUMENTED       CGS
 NQ0396
 NQ0396                          STATION DESCRIPTION
 NQ0396
 NQ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0396'18.1 MI NW FROM GARRETT.
 NQ0396'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE
 NQ0396'OLD POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG
 NQ0396'A GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6
 NQ0396'MILE SOUTH ALONG THE OLD FETTERMAN ROAD WHICH IS COUNTY ROAD
 NQ0396'61, THENCE ABOUT 8.85 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 NQ0396'WHICH IS COUNTY ROAD 64, IN THE CENTER OF A TRIANGLE FORMED BY
 NQ0396'THE JUNCTION OF A TRACK ROAD LEADING NORTHEAST, IN THE
 NQ0396'SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF SECTION 15, T 26 N, R 75
 NQ0396'W, 94 FEET NORTHEAST OF THE CENTER LINE OF THE GRADED DIRT
 NQ0396'ROAD, 88 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 63 FEET
 NQ0396'SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 2.0 FEET
 NQ0396'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS,
 NQ0396'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0126 ***********************************************************************
 NR0126  DESIGNATION -  M 146
 NR0126  PID         -  NR0126
 NR0126  STATE/COUNTY-  WY/ALBANY
 NR0126  USGS QUAD   -  SQUAW SPRING (1992)
 NR0126
 NR0126                         *CURRENT SURVEY CONTROL
 NR0126  ___________________________________________________________________
 NR0126* NAD 83(1986)-  42 23 12.     (N)    106 00 49.     (W)     SCALED    
 NR0126* NAVD 88     -      2225.186  (meters)    7300.46   (feet)  ADJUSTED  
 NR0126  ___________________________________________________________________
 NR0126  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 NR0126  DYNAMIC HT  -        2223.494 (meters)    7294.91  (feet)  COMP
 NR0126  MODELED GRAV-     979,780.2   (mgal)                       NAVD 88
 NR0126
 NR0126  VERT ORDER  -  SECOND    CLASS 0
 NR0126
 NR0126.The horizontal coordinates were scaled from a topographic map and have
 NR0126.an estimated accuracy of +/- 6 seconds.
 NR0126
 NR0126.The orthometric height was determined by differential leveling
 NR0126.and adjusted by the National Geodetic Survey in June 1991..
 NR0126
 NR0126.The geoid height was determined by GEOID03.
 NR0126
 NR0126.The dynamic height is computed by dividing the NAVD 88
 NR0126.geopotential number by the normal gravity value computed on the
 NR0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0126.degrees latitude (g = 980.6199 gals.).
 NR0126
 NR0126.The modeled gravity was interpolated from observed gravity values.
 NR0126
 NR0126;                    North         East    Units  Estimated Accuracy
 NR0126;SPC WY E     -   209,870.      130,260.      MT  (+/- 180 meters Scaled)
 NR0126
 NR0126                          SUPERSEDED SURVEY CONTROL
 NR0126
 NR0126  NGVD 29 (??/??/92) 2224.15   (m)         7297.1    (f) COMPUTED    2 0
 NR0126
 NR0126.Superseded values are not recommended for survey control.
 NR0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0126.See file dsdata.txt to determine how the superseded data were derived.
 NR0126
 NR0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG165932(NAD 83)
 NR0126_MARKER: DB = BENCH MARK DISK
 NR0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0126_STAMPING: M 146 1959
 NR0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0126+STABILITY: SURFACE MOTION
 NR0126
 NR0126  HISTORY     - Date     Condition        Report By
 NR0126  HISTORY     - 1959     MONUMENTED       CGS
 NR0126
 NR0126                          STATION DESCRIPTION
 NR0126
 NR0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0126'2.75 MI W FROM LITTLE MEDICINE.
 NR0126'ABOUT 1.0 MILE NORTHWEST ALONG A TRACK ROAD FROM THE RANCH BUILDING AT
 NR0126'LITTLE MEDICINE, THENCE ABOUT 0.85 MILE WEST ALONG A TRACK ROAD,
 NR0126'THENCE ABOUT 0.9 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, 63 FEET
 NR0126'SOUTHEAST OF THE CENTER LINE OF THE ROAD, NEAR THE CENTER OF SECTION
 NR0126'24, T 28 N, R 77 W, 178 FEET SOUTHWEST OF THE SOUTHEAST END OF A
 NR0126'CORRUGATED CULVERT IN THE BOTTOM OF A SHALLOW DRAW, 2.0 FEET SOUTHWEST
 NR0126'OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING
 NR0126'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0289 ***********************************************************************
 NQ0289  DESIGNATION -  M 15
 NQ0289  PID         -  NQ0289
 NQ0289  STATE/COUNTY-  WY/CONVERSE
 NQ0289  USGS QUAD   -  ORIN (1949)
 NQ0289
 NQ0289                         *CURRENT SURVEY CONTROL
 NQ0289  ___________________________________________________________________
 NQ0289* NAD 83(1986)-  42 39 00.     (N)    105 13 55.     (W)     SCALED    
 NQ0289* NAVD 88     -      1442.250  (meters)    4731.78   (feet)  ADJUSTED  
 NQ0289  ___________________________________________________________________
 NQ0289  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 NQ0289  DYNAMIC HT  -        1441.349 (meters)    4728.83  (feet)  COMP
 NQ0289  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 NQ0289
 NQ0289  VERT ORDER  -  FIRST     CLASS II
 NQ0289
 NQ0289.The horizontal coordinates were scaled from a topographic map and have
 NQ0289.an estimated accuracy of +/- 6 seconds.
 NQ0289
 NQ0289.The orthometric height was determined by differential leveling
 NQ0289.and adjusted by the National Geodetic Survey in June 1991..
 NQ0289
 NQ0289.The geoid height was determined by GEOID03.
 NQ0289
 NQ0289.The dynamic height is computed by dividing the NAVD 88
 NQ0289.geopotential number by the normal gravity value computed on the
 NQ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0289.degrees latitude (g = 980.6199 gals.).
 NQ0289
 NQ0289.The modeled gravity was interpolated from observed gravity values.
 NQ0289
 NQ0289;                    North         East    Units  Estimated Accuracy
 NQ0289;SPC WY E     -   238,780.      194,650.      MT  (+/- 180 meters Scaled)
 NQ0289
 NQ0289                          SUPERSEDED SURVEY CONTROL
 NQ0289
 NQ0289  NGVD 29 (??/??/92) 1441.410  (m)         4729.03   (f) ADJ UNCH    1 2
 NQ0289
 NQ0289.Superseded values are not recommended for survey control.
 NQ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0289.See file dsdata.txt to determine how the superseded data were derived.
 NQ0289
 NQ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH809219(NAD 83)
 NQ0289_MARKER: DB = BENCH MARK DISK
 NQ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0289_STAMPING: M 15 1934
 NQ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0289+STABILITY: SURFACE MOTION
 NQ0289
 NQ0289  HISTORY     - Date     Condition        Report By
 NQ0289  HISTORY     - 1934     MONUMENTED       CGS
 NQ0289
 NQ0289                          STATION DESCRIPTION
 NQ0289
 NQ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0289'2.1 MI W FROM ORIN.
 NQ0289'ABOUT 2.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0289'RAILROAD FROM THE STATION AT ORIN, CONVERSE COUNTY, ABOUT 2,245
 NQ0289'FEET EAST OF MILEPOST 137, AT A CHANGE IN THE WIDTH OF THE
 NQ0289'RIGHT-OF-WAY, 96 FEET NORTH OF THE NORTH RAIL, 1.5 FEET SOUTH OF
 NQ0289'THE RIGHT-OF-WAY FENCE, 2.0 FEET SOUTHWEST OF THE CORNER POST,
 NQ0289'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NQ0289'M 15 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0121 ***********************************************************************
 MP0121  DESIGNATION -  M 15
 MP0121  PID         -  MP0121
 MP0121  STATE/COUNTY-  WY/CARBON
 MP0121  USGS QUAD   -  ELKHORN POINT (1983)
 MP0121
 MP0121                         *CURRENT SURVEY CONTROL
 MP0121  ___________________________________________________________________
 MP0121* NAD 83(1986)-  41 04 10.     (N)    106 26 46.     (W)     SCALED    
 MP0121* NAVD 88     -      2371.954  (meters)    7781.99   (feet)  ADJUSTED  
 MP0121  ___________________________________________________________________
 MP0121  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 MP0121  DYNAMIC HT  -        2369.627 (meters)    7774.35  (feet)  COMP
 MP0121  MODELED GRAV-     979,557.0   (mgal)                       NAVD 88
 MP0121
 MP0121  VERT ORDER  -  SECOND    CLASS 0
 MP0121
 MP0121.The horizontal coordinates were scaled from a topographic map and have
 MP0121.an estimated accuracy of +/- 6 seconds.
 MP0121
 MP0121.The orthometric height was determined by differential leveling
 MP0121.and adjusted by the National Geodetic Survey in June 1991..
 MP0121
 MP0121.The geoid height was determined by GEOID03.
 MP0121
 MP0121.The dynamic height is computed by dividing the NAVD 88
 MP0121.geopotential number by the normal gravity value computed on the
 MP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0121.degrees latitude (g = 980.6199 gals.).
 MP0121
 MP0121.The modeled gravity was interpolated from observed gravity values.
 MP0121
 MP0121;                    North         East    Units  Estimated Accuracy
 MP0121;SPC WYEC     -   163,610.      474,560.      MT  (+/- 180 meters Scaled)
 MP0121
 MP0121                          SUPERSEDED SURVEY CONTROL
 MP0121
 MP0121  NGVD 29 (??/??/92) 2370.642  (m)         7777.68   (f) ADJ UNCH    2 0
 MP0121
 MP0121.Superseded values are not recommended for survey control.
 MP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0121.See file dsdata.txt to determine how the superseded data were derived.
 MP0121
 MP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF785474(NAD 83)
 MP0121_MARKER: DD = SURVEY DISK
 MP0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0121_STAMPING: M 15 1934 7777
 MP0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0121+STABILITY: SURFACE MOTION
 MP0121
 MP0121  HISTORY     - Date     Condition        Report By
 MP0121  HISTORY     - 1934     MONUMENTED       USGS
 MP0121
 MP0121                          STATION DESCRIPTION
 MP0121
 MP0121'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 MP0121'18.0 MI NW FROM NORTHGATE.
 MP0121'IN CARBON COUNTY, WYOMING, 18.0 MILES NORTHWEST ALONG THE ENCAMPMENT
 MP0121'ROAD FROM NORTHGATE, JACKSON COUNTY, COLORADO, 3.7 MILES SOUTHEAST OF
 MP0121'THE STEEL BRIDGE OVER BIG CREEK, 1.4 MILES WEST OF THE BRICKEY TOURIST
 MP0121'CAMP IN 1934, 255 FEET EAST OF A CORRUGATED-IRON CULVERT, ON THE
 MP0121'OUTSIDE OF A CURVE, 125 FEET NORTHEAST OF THE EAST BREAK IN A HILL, 50
 MP0121'FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 30 FEET NORTHEAST OF
 MP0121'A FENCE CORNER.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 15
 MP0121'1934 7777 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0194 ***********************************************************************
 MQ0194  DESIGNATION -  M 150
 MQ0194  PID         -  MQ0194
 MQ0194  STATE/COUNTY-  WY/SWEETWATER
 MQ0194  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0194
 MQ0194                         *CURRENT SURVEY CONTROL
 MQ0194  ___________________________________________________________________
 MQ0194* NAD 83(1986)-  41 34 35.     (N)    109 12 09.     (W)     SCALED    
 MQ0194* NAVD 88     -      1938.448  (meters)    6359.72   (feet)  ADJUSTED  
 MQ0194  ___________________________________________________________________
 MQ0194  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 MQ0194  DYNAMIC HT  -        1936.834 (meters)    6354.43  (feet)  COMP
 MQ0194  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 MQ0194
 MQ0194  VERT ORDER  -  SECOND    CLASS 0
 MQ0194
 MQ0194.The horizontal coordinates were scaled from a topographic map and have
 MQ0194.an estimated accuracy of +/- 6 seconds.
 MQ0194
 MQ0194.The orthometric height was determined by differential leveling
 MQ0194.and adjusted by the National Geodetic Survey in June 1991..
 MQ0194
 MQ0194.The geoid height was determined by GEOID03.
 MQ0194
 MQ0194.The dynamic height is computed by dividing the NAVD 88
 MQ0194.geopotential number by the normal gravity value computed on the
 MQ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0194.degrees latitude (g = 980.6199 gals.).
 MQ0194
 MQ0194.The modeled gravity was interpolated from observed gravity values.
 MQ0194
 MQ0194;                    North         East    Units  Estimated Accuracy
 MQ0194;SPC WYWC     -   119,630.      562,270.      MT  (+/- 180 meters Scaled)
 MQ0194
 MQ0194                          SUPERSEDED SURVEY CONTROL
 MQ0194
 MQ0194  NGVD 29 (??/??/92) 1937.178  (m)         6355.56   (f) ADJ UNCH    2 0
 MQ0194
 MQ0194.Superseded values are not recommended for survey control.
 MQ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0194.See file dsdata.txt to determine how the superseded data were derived.
 MQ0194
 MQ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM498043(NAD 83)
 MQ0194_MARKER: DB = BENCH MARK DISK
 MQ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0194_STAMPING: M 150 1962
 MQ0194_MARK LOGO: CGS   
 MQ0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0194+STABILITY: SURFACE MOTION
 MQ0194
 MQ0194  HISTORY     - Date     Condition        Report By
 MQ0194  HISTORY     - 1962     MONUMENTED       CGS
 MQ0194  HISTORY     - 19990112 GOOD             WYDT
 MQ0194
 MQ0194                          STATION DESCRIPTION
 MQ0194
 MQ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0194'1.3 MI SE FROM ROCK SPRINGS.
 MQ0194'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0194'ROCK SPRINGS, AT THE JUNCTION OF A GRAVELED ROAD SOUTH, 60.6 FEET
 MQ0194'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 58.2 FEET EAST OF THE
 MQ0194'CENTER LINE OF THE ROAD, 2.4 FEET NORTHWEST OF A TELEPHONE POLE, 2.2
 MQ0194'FEET SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 MQ0194'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MQ0194
 MQ0194                          STATION RECOVERY (1999)
 MQ0194
 MQ0194'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0194'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0194'307-777-3819.  RECOVERED AS DESCRIBED.  UPDATE - TO REACH THE STATION
 MQ0194'FROM THE INTERSECTION OF STATE HIGHWAY 430 AND NEW HAMPSHIRE STREET IN
 MQ0194'SOUTHEAST ROCK SPRINGS, GO SOUTH ON HIGHWAY 430 FOR 0.1 MILE (0.2 KM)
 MQ0194'TO THE MARK ON THE RIGHT.  IT IS 18.4 METERS (60.4 FT) WEST OF THE
 MQ0194'CENTERLINE OF THE HIGHWAY AND 12.7 METERS (41.7 FT) OF A MANHOLE
 MQ0194'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0062 ***********************************************************************
 MQ0062  DESIGNATION -  M 151
 MQ0062  PID         -  MQ0062
 MQ0062  STATE/COUNTY-  WY/SWEETWATER
 MQ0062  USGS QUAD   -  SCRIVNER BUTTE (1963)
 MQ0062
 MQ0062                         *CURRENT SURVEY CONTROL
 MQ0062  ___________________________________________________________________
 MQ0062* NAD 83(1986)-  41 05 33.     (N)    108 47 24.     (W)     SCALED    
 MQ0062* NAVD 88     -      2173.288  (meters)    7130.20   (feet)  ADJUSTED  
 MQ0062  ___________________________________________________________________
 MQ0062  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MQ0062  DYNAMIC HT  -        2171.243 (meters)    7123.49  (feet)  COMP
 MQ0062  MODELED GRAV-     979,605.1   (mgal)                       NAVD 88
 MQ0062
 MQ0062  VERT ORDER  -  SECOND    CLASS 0
 MQ0062
 MQ0062.The horizontal coordinates were scaled from a topographic map and have
 MQ0062.an estimated accuracy of +/- 6 seconds.
 MQ0062
 MQ0062.The orthometric height was determined by differential leveling
 MQ0062.and adjusted by the National Geodetic Survey in June 1991..
 MQ0062
 MQ0062.The geoid height was determined by GEOID03.
 MQ0062
 MQ0062.The dynamic height is computed by dividing the NAVD 88
 MQ0062.geopotential number by the normal gravity value computed on the
 MQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0062.degrees latitude (g = 980.6199 gals.).
 MQ0062
 MQ0062.The modeled gravity was interpolated from observed gravity values.
 MQ0062
 MQ0062;                    North         East    Units  Estimated Accuracy
 MQ0062;SPC WYWC     -    65,790.      596,640.      MT  (+/- 180 meters Scaled)
 MQ0062
 MQ0062                          SUPERSEDED SURVEY CONTROL
 MQ0062
 MQ0062  NGVD 29 (??/??/92) 2171.888  (m)         7125.60   (f) ADJ UNCH    2 0
 MQ0062
 MQ0062.Superseded values are not recommended for survey control.
 MQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0062.See file dsdata.txt to determine how the superseded data were derived.
 MQ0062
 MQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL856513(NAD 83)
 MQ0062_MARKER: DB = BENCH MARK DISK
 MQ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0062_STAMPING: M 151 1962
 MQ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0062+STABILITY: SURFACE MOTION
 MQ0062
 MQ0062  HISTORY     - Date     Condition        Report By
 MQ0062  HISTORY     - 1962     MONUMENTED       CGS
 MQ0062  HISTORY     - 1982     GOOD             NGS
 MQ0062  HISTORY     - 20011003 MARK NOT FOUND   WYHD
 MQ0062
 MQ0062                          STATION DESCRIPTION
 MQ0062
 MQ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0062'48.25 MI SE FROM ROCK SPRINGS.
 MQ0062'48.25 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0062'ROCK SPRINGS, 150 FEET EAST OF THE CENTER OF THE JUNCTION OF A DIRT
 MQ0062'ROAD SOUTHEAST, 127 FEET NORTHEAST AND ACROSS THE ROAD FROM THE CENTER
 MQ0062'LINE OF THE HIGHWAY, 47 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 MQ0062'3.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE
 MQ0062'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MQ0062'ABOVE THE GROUND.
 MQ0062
 MQ0062                          STATION RECOVERY (1982)
 MQ0062
 MQ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0062'A NEW WITNESS POST SIGN WAS ADDED AND CHANGES MADE TO THE 1962
 MQ0062'DESCRIPTION. IT IS 77.6 KM (48.25 MI) SOUTHEAST ALONG STATE HIGHWAY
 MQ0062'430 FROM THE POST OFFICE AT ROCK SPRINGS, 45.7 M (150 FT) EAST OF THE
 MQ0062'CENTER OF THE JUNCTION OF A DIRT ROAD GOING SOUTHEAST AND THE
 MQ0062'HIGHWAY, 36.9 M (121 FT) NORTHEAST FROM THE CENTERLINE OF STATE
 MQ0062'HIGHWAY 430, AND 15.2 M (50 FT) NORTHEAST FROM THE CENTER OF THE DIRT
 MQ0062'ROAD.
 MQ0062
 MQ0062                          STATION RECOVERY (2001)
 MQ0062
 MQ0062'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0041 ***********************************************************************
 MQ0041  DESIGNATION -  M 152
 MQ0041  PID         -  MQ0041
 MQ0041  STATE/COUNTY-  WY/SWEETWATER
 MQ0041  USGS QUAD   -  MUD SPRINGS RANCH (1968)
 MQ0041
 MQ0041                         *CURRENT SURVEY CONTROL
 MQ0041  ___________________________________________________________________
 MQ0041* NAD 83(1986)-  41 19 29.     (N)    108 56 38.     (W)     SCALED    
 MQ0041* NAVD 88     -      2060.246  (meters)    6759.32   (feet)  ADJUSTED  
 MQ0041  ___________________________________________________________________
 MQ0041  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 MQ0041  DYNAMIC HT  -        2058.423 (meters)    6753.34  (feet)  COMP
 MQ0041  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 MQ0041
 MQ0041  VERT ORDER  -  SECOND    CLASS 0
 MQ0041
 MQ0041.The horizontal coordinates were scaled from a topographic map and have
 MQ0041.an estimated accuracy of +/- 6 seconds.
 MQ0041
 MQ0041.The orthometric height was determined by differential leveling
 MQ0041.and adjusted by the National Geodetic Survey in June 1991..
 MQ0041
 MQ0041.The geoid height was determined by GEOID03.
 MQ0041
 MQ0041.The dynamic height is computed by dividing the NAVD 88
 MQ0041.geopotential number by the normal gravity value computed on the
 MQ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0041.degrees latitude (g = 980.6199 gals.).
 MQ0041
 MQ0041.The modeled gravity was interpolated from observed gravity values.
 MQ0041
 MQ0041;                    North         East    Units  Estimated Accuracy
 MQ0041;SPC WYWC     -    91,600.      583,770.      MT  (+/- 180 meters Scaled)
 MQ0041
 MQ0041                          SUPERSEDED SURVEY CONTROL
 MQ0041
 MQ0041  NGVD 29 (??/??/92) 2058.917  (m)         6754.96   (f) ADJ UNCH    2 0
 MQ0041
 MQ0041.Superseded values are not recommended for survey control.
 MQ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0041.See file dsdata.txt to determine how the superseded data were derived.
 MQ0041
 MQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL720768(NAD 83)
 MQ0041_MARKER: DB = BENCH MARK DISK
 MQ0041_SETTING: 80 = SET IN A BOULDER
 MQ0041_SP_SET: BOULDER
 MQ0041_STAMPING: M 152 1962
 MQ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0041+STABILITY: SURFACE MOTION
 MQ0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0041+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0041
 MQ0041  HISTORY     - Date     Condition        Report By
 MQ0041  HISTORY     - 1962     MONUMENTED       CGS
 MQ0041  HISTORY     - 20011003 GOOD             WYHD
 MQ0041
 MQ0041                          STATION DESCRIPTION
 MQ0041
 MQ0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0041'27.4 MI SE FROM ROCK SPRINGS.
 MQ0041'27.4 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0041'ROCK SPRINGS, AT THE BASE OF A LARGE CLIFF, IN THE TOP OF A 5- BY
 MQ0041'12-FOOT BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 155 FEET
 MQ0041'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF A
 MQ0041'TELEPHONE POLE WHICH IS ON THE SOUTH EDGE OF A LARGE BOULDER, 4.6 FEET
 MQ0041'NORTH OF A WITNESS POST, ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND 2.5
 MQ0041'FEET ABOVE THE GROUND.
 MQ0041
 MQ0041                          STATION RECOVERY (2001)
 MQ0041
 MQ0041'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0189 ***********************************************************************
 MR0189  DESIGNATION -  M 153
 MR0189  PID         -  MR0189
 MR0189  STATE/COUNTY-  WY/UINTA
 MR0189  USGS QUAD   -  MYERS RESERVOIR (1965)
 MR0189
 MR0189                         *CURRENT SURVEY CONTROL
 MR0189  ___________________________________________________________________
 MR0189* NAD 83(1986)-  41 02 47.     (N)    110 54 28.     (W)     SCALED    
 MR0189* NAVD 88     -      2286.057  (meters)    7500.17   (feet)  ADJUSTED  
 MR0189  ___________________________________________________________________
 MR0189  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MR0189  DYNAMIC HT  -        2283.843 (meters)    7492.91  (feet)  COMP
 MR0189  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 MR0189
 MR0189  VERT ORDER  -  SECOND    CLASS 0
 MR0189
 MR0189.The horizontal coordinates were scaled from a topographic map and have
 MR0189.an estimated accuracy of +/- 6 seconds.
 MR0189
 MR0189.The orthometric height was determined by differential leveling
 MR0189.and adjusted by the National Geodetic Survey in June 1991..
 MR0189
 MR0189.The geoid height was determined by GEOID03.
 MR0189
 MR0189.The dynamic height is computed by dividing the NAVD 88
 MR0189.geopotential number by the normal gravity value computed on the
 MR0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0189.degrees latitude (g = 980.6199 gals.).
 MR0189
 MR0189.The modeled gravity was interpolated from observed gravity values.
 MR0189
 MR0189;                    North         East    Units  Estimated Accuracy
 MR0189;SPC WY W     -   161,000.      730,690.      MT  (+/- 180 meters Scaled)
 MR0189
 MR0189                          SUPERSEDED SURVEY CONTROL
 MR0189
 MR0189  NGVD 29 (??/??/92) 2284.623  (m)         7495.47   (f) ADJ UNCH    2 0
 MR0189
 MR0189.Superseded values are not recommended for survey control.
 MR0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0189.See file dsdata.txt to determine how the superseded data were derived.
 MR0189
 MR0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL077439(NAD 83)
 MR0189_MARKER: DB = BENCH MARK DISK
 MR0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0189_STAMPING: M 153 1962
 MR0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0189+STABILITY: SURFACE MOTION
 MR0189
 MR0189  HISTORY     - Date     Condition        Report By
 MR0189  HISTORY     - 1962     MONUMENTED       CGS
 MR0189
 MR0189                          STATION DESCRIPTION
 MR0189
 MR0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0189'20.8 MI SE FROM EVANSTON.
 MR0189'19.8 MILES SOUTHEAST ALONG STATE SECONDARY 2100 FROM THE JUNCTION OF
 MR0189'U.S. HIGHWAY 189 AT EVANSTON, THENCE 1.0 MILE WEST ALONG A DIRT ROAD,
 MR0189'1.0 MILE WEST OF BENCH MARK W 151, 0.65 MILE WEST OF A RANCHHOUSE,
 MR0189'0.15 MILE EAST OF THE INTERSECTION OF A GRAVELED ROAD, 32 FEET SOUTH
 MR0189'OF THE CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF A FENCE, 1.8 FEET
 MR0189'EAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN
 MR0189'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0127 ***********************************************************************
 PY0127  CBN         -  This is a Cooperative Base Network Control Station.
 PY0127  DESIGNATION -  M 157
 PY0127  PID         -  PY0127
 PY0127  STATE/COUNTY-  WY/PARK
 PY0127  USGS QUAD   -  MAMMOTH (1986)
 PY0127
 PY0127                         *CURRENT SURVEY CONTROL
 PY0127  ___________________________________________________________________
 PY0127* NAD 83(1993)-  44 53 17.57447(N)    110 43 57.10529(W)     ADJUSTED  
 PY0127* NAVD 88     -      2222.355  (meters)    7291.18   (feet)  ADJUSTED  
 PY0127  ___________________________________________________________________
 PY0127  X           -  -1,602,915.608 (meters)                     COMP
 PY0127  Y           -  -4,234,720.415 (meters)                     COMP
 PY0127  Z           -   4,480,118.049 (meters)                     COMP
 PY0127  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 PY0127  ELLIP HEIGHT-        2213.89  (meters)          (09/07/01) GPS OBS
 PY0127  GEOID HEIGHT-          -8.45  (meters)                     GEOID03
 PY0127  DYNAMIC HT  -        2221.053 (meters)    7286.90  (feet)  COMP
 PY0127  MODELED GRAV-     979,950.9   (mgal)                       NAVD 88
 PY0127
 PY0127  HORZ ORDER  -  B
 PY0127  VERT ORDER  -  FIRST     CLASS II
 PY0127  ELLP ORDER  -  FOURTH    CLASS I
 PY0127
 PY0127.The horizontal coordinates were established by GPS observations
 PY0127.and adjusted by the National Geodetic Survey in May 1992..
 PY0127
 PY0127.The orthometric height was determined by differential leveling
 PY0127.and adjusted by the National Geodetic Survey in June 1991..
 PY0127
 PY0127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0127
 PY0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0127
 PY0127.The ellipsoidal height was determined by GPS observations
 PY0127.and is referenced to NAD 83.
 PY0127
 PY0127.The geoid height was determined by GEOID03.
 PY0127
 PY0127.The dynamic height is computed by dividing the NAVD 88
 PY0127.geopotential number by the normal gravity value computed on the
 PY0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0127.degrees latitude (g = 980.6199 gals.).
 PY0127
 PY0127.The modeled gravity was interpolated from observed gravity values.
 PY0127
 PY0127;                    North         East     Units Scale Factor Converg.
 PY0127;SPC WYWC     -   489,354.970   443,389.812   MT  1.00023900   -1 23 57.9
 PY0127;UTM  12      - 4,970,567.433   521,121.737   MT  0.99960549   +0 11 19.5
 PY0127
 PY0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0127!SPC WYWC     -   0.99965301  x   1.00023900  =   0.99989192
 PY0127!UTM  12      -   0.99965301  x   0.99960549  =   0.99925863
 PY0127
 PY0127                          SUPERSEDED SURVEY CONTROL
 PY0127
 PY0127  ELLIP H (05/15/92) 2213.98   (m)                       GP(       ) 4 2
 PY0127  NAD 83(1986)-  44 53 17.56483(N)    110 43 57.08981(W) AD(       ) 1
 PY0127  NAVD 88 (05/28/92) 2222.35   (m)         7291.2    (f) LEVELING    3  
 PY0127  NGVD 29 (08/20/92) 2221.041  (m)         7286.87   (f) ADJUSTED    1 2
 PY0127
 PY0127.Superseded values are not recommended for survey control.
 PY0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0127.See file dsdata.txt to determine how the superseded data were derived.
 PY0127
 PY0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ2112270567(NAD 83)
 PY0127_MARKER: DB = BENCH MARK DISK
 PY0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0127_SP_SET: CONCRETE POST
 PY0127_STAMPING: M 157 1960
 PY0127_MARK LOGO: CGS   
 PY0127_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0127+STABILITY: SURFACE MOTION
 PY0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0127+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0127
 PY0127  HISTORY     - Date     Condition        Report By
 PY0127  HISTORY     - 1960     MONUMENTED       CGS
 PY0127  HISTORY     - 1983     GOOD             NGS
 PY0127  HISTORY     - 1987     GOOD             NGS
 PY0127  HISTORY     - 1987     GOOD             NGS
 PY0127
 PY0127                          STATION DESCRIPTION
 PY0127
 PY0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0127'8.1 MI S FROM MAMMOTH HOT SPRINGS.
 PY0127'ABOUT 8.1 MILE SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0127'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, 0.1 MILE
 PY0127'NORTHWEST OF A BRIDGE OVER THE GARDINER RIVER, 56 FEET NORTHEAST OF
 PY0127'THE CENTER LINE OF THE HIGHWAY, 82 FEET NORTH OF THE CENTER OF THE
 PY0127'JUNCTION WITH THE ASPHALT ROAD LEADING TO SHEEPEATER CLIFF, 32 FEET
 PY0127'NORTHWEST OF THE CENTER LINE OF THE ASPHALT ROAD, ABOUT 3 FEET BELOW
 PY0127'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PY0127
 PY0127                          STATION RECOVERY (1983)
 PY0127
 PY0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0127'RECOVERED IN GOOD CONDITION.
 PY0127
 PY0127                          STATION RECOVERY (1987)
 PY0127
 PY0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0127'THE STATION WAS RECOVERED AT THIS DATE.
 PY0127'
 PY0127'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF YELLOWSTONE NATIONAL
 PY0127'PARK, ABOUT 17.7 KM (11 MI) NORTH OF NORRIS JUNCTION, 9.0 KM (5.6
 PY0127'MI) SOUTH OF MAMMOTH, JUST NORTH OF THE INDIAN CREEK CAMPGROUND, AT
 PY0127'THE JUNCTION OF THE MAIN ROAD AND A ROAD LEADING EAST TO SHEEPEATER
 PY0127'CLIFFS, IN A SMALL TURNOUT.  OWNERSHIP--NATIONAL PARK SERVICE,
 PY0127'MAMMOTH, PHONE 307-344-7311 (INFORMATION).
 PY0127'
 PY0127'TO REACH THE STATION FROM THE YELLOWSTONE PARK POST OFFICE IN
 PY0127'MAMMOTH, GO SOUTH FOR 7.7 KM (4.8 MI) ON THE NORRIS JUNCTION ROAD
 PY0127'TO THE TOP OF A LONG GRADE AND RUSTIC FALLS ON THE LEFT.  CONTINUE
 PY0127'AHEAD FOR 5.3 KM (3.3 MI) TO A PAVED ROAD LEFT AND THE STATION, IN
 PY0127'THE NORTHEAST ANGLE OF THE JUNCTION.
 PY0127'
 PY0127'THE STATION IS A STANDARD CGS BENCH MARK DISK
 PY0127'STAMPED---M 157 1960---,
 PY0127'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PY0127'30 CM IN DIAMETER PROJECTING 1 CM ABOVE GROUND.  LOCATED
 PY0127'17.1 METERS (56.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 PY0127'MAIN ROAD, 0.5 METERS LOWER THAN THE MAIN ROAD,
 PY0127'10.1 METERS (33.0 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF THE
 PY0127'SHEEPEATER CLIFFS ROAD AND
 PY0127'9.5 METERS (31.2 FT) NORTH FROM A WOODEN STOP SIGN POST.
 PY0127'
 PY0127'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0127'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0127'
 PY0127'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0127'
 PY0127'DESCRIBED BY G.R. HEID.
 PY0127
 PY0127                          STATION RECOVERY (1987)
 PY0127
 PY0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0091 ***********************************************************************
 PY0091  DESIGNATION -  M 158
 PY0091  PID         -  PY0091
 PY0091  STATE/COUNTY-  WY/PARK
 PY0091  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0091
 PY0091                         *CURRENT SURVEY CONTROL
 PY0091  ___________________________________________________________________
 PY0091* NAD 83(1986)-  44 38 53.     (N)    110 47 41.     (W)     SCALED    
 PY0091* NAVD 88     -      2123.088  (meters)    6965.50   (feet)  ADJUSTED  
 PY0091  ___________________________________________________________________
 PY0091  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 PY0091  DYNAMIC HT  -        2121.804 (meters)    6961.29  (feet)  COMP
 PY0091  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 PY0091
 PY0091  VERT ORDER  -  FIRST     CLASS II
 PY0091
 PY0091.The horizontal coordinates were scaled from a topographic map and have
 PY0091.an estimated accuracy of +/- 6 seconds.
 PY0091
 PY0091.The orthometric height was determined by differential leveling
 PY0091.and adjusted by the National Geodetic Survey in June 1991..
 PY0091
 PY0091.The geoid height was determined by GEOID03.
 PY0091
 PY0091.The dynamic height is computed by dividing the NAVD 88
 PY0091.geopotential number by the normal gravity value computed on the
 PY0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0091.degrees latitude (g = 980.6199 gals.).
 PY0091
 PY0091.The modeled gravity was interpolated from observed gravity values.
 PY0091
 PY0091;                    North         East    Units  Estimated Accuracy
 PY0091;SPC WYWC     -   462,790.      437,810.      MT  (+/- 180 meters Scaled)
 PY0091
 PY0091                          SUPERSEDED SURVEY CONTROL
 PY0091
 PY0091  NGVD 29 (08/20/92) 2121.782  (m)         6961.21   (f) ADJUSTED    1 2
 PY0091
 PY0091.Superseded values are not recommended for survey control.
 PY0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0091.See file dsdata.txt to determine how the superseded data were derived.
 PY0091
 PY0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ162438(NAD 83)
 PY0091_MARKER: DB = BENCH MARK DISK
 PY0091_SETTING: 66 = SET IN ROCK OUTCROP
 PY0091_SP_SET: BEDROCK
 PY0091_STAMPING: M 158 1960
 PY0091_MARK LOGO: CGS   
 PY0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0091+STABILITY: POSITION/ELEVATION WELL
 PY0091
 PY0091  HISTORY     - Date     Condition        Report By
 PY0091  HISTORY     - 1960     MONUMENTED       CGS
 PY0091  HISTORY     - 1983     GOOD             NGS
 PY0091  HISTORY     - 1987     GOOD             NGS
 PY0091
 PY0091                          STATION DESCRIPTION
 PY0091
 PY0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0091'9.4 MI SW FROM NORRIS.
 PY0091'ABOUT 9.4 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0091'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, NEAR THE CENTER OF A
 PY0091'SHALLOW ROCK CUT ON THE CREST OF A HILL, SET IN THE TOP OF A ROCK
 PY0091'OUTCROP, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 300 FEET
 PY0091'EAST OF THE EAST END OF A SMALL ASPHALT PARKING AREA, 86 FEET WEST OF
 PY0091'THE WEST END OF A STONE GUARD RAIL, AND ABOUT 3 FEET ABOVE THE
 PY0091'HIGHWAY.
 PY0091
 PY0091                          STATION RECOVERY (1983)
 PY0091
 PY0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0091'RECOVERED IN GOOD CONDITION.
 PY0091
 PY0091                          STATION RECOVERY (1987)
 PY0091
 PY0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0345 ***********************************************************************
 PW0345  DESIGNATION -  M 159
 PW0345  PID         -  PW0345
 PW0345  STATE/COUNTY-  WY/BIG HORN
 PW0345  USGS QUAD   -  DEVILS KITCHEN (1960)
 PW0345
 PW0345                         *CURRENT SURVEY CONTROL
 PW0345  ___________________________________________________________________
 PW0345* NAD 83(1986)-  44 31 02.     (N)    107 57 06.     (W)     SCALED    
 PW0345* NAVD 88     -      1205.205  (meters)    3954.08   (feet)  ADJUSTED  
 PW0345  ___________________________________________________________________
 PW0345  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 PW0345  DYNAMIC HT  -        1204.732 (meters)    3952.52  (feet)  COMP
 PW0345  MODELED GRAV-     980,184.2   (mgal)                       NAVD 88
 PW0345
 PW0345  VERT ORDER  -  SECOND    CLASS 0
 PW0345
 PW0345.The horizontal coordinates were scaled from a topographic map and have
 PW0345.an estimated accuracy of +/- 6 seconds.
 PW0345
 PW0345.The orthometric height was determined by differential leveling
 PW0345.and adjusted by the National Geodetic Survey in June 1991..
 PW0345
 PW0345.The geoid height was determined by GEOID03.
 PW0345
 PW0345.The dynamic height is computed by dividing the NAVD 88
 PW0345.geopotential number by the normal gravity value computed on the
 PW0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0345.degrees latitude (g = 980.6199 gals.).
 PW0345
 PW0345.The modeled gravity was interpolated from observed gravity values.
 PW0345
 PW0345;                    North         East    Units  Estimated Accuracy
 PW0345;SPC WYEC     -   546,400.      350,840.      MT  (+/- 180 meters Scaled)
 PW0345
 PW0345                          SUPERSEDED SURVEY CONTROL
 PW0345
 PW0345  NGVD 29 (??/??/92) 1204.416  (m)         3951.49   (f) ADJ UNCH    2 0
 PW0345
 PW0345.Superseded values are not recommended for survey control.
 PW0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0345.See file dsdata.txt to determine how the superseded data were derived.
 PW0345
 PW0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK654335(NAD 83)
 PW0345_MARKER: DB = BENCH MARK DISK
 PW0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0345_SP_SET: ABUTMENT
 PW0345_STAMPING: M 159 1966
 PW0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0345
 PW0345  HISTORY     - Date     Condition        Report By
 PW0345  HISTORY     - 1966     MONUMENTED       CGS
 PW0345
 PW0345                          STATION DESCRIPTION
 PW0345
 PW0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0345'5.8 MI E FROM GREYBULL.
 PW0345'5.8 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT GREYBULL,
 PW0345'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 PW0345'A CONCRETE BRIDGE OVER SHELDON GULCH, 24 FEET NORTHWEST OF THE CENTER
 PW0345'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0430 ***********************************************************************
 NQ0430  DESIGNATION -  M 16
 NQ0430  PID         -  NQ0430
 NQ0430  STATE/COUNTY-  WY/CONVERSE
 NQ0430  USGS QUAD   -  GLENROCK (1974)
 NQ0430
 NQ0430                         *CURRENT SURVEY CONTROL
 NQ0430  ___________________________________________________________________
 NQ0430* NAD 83(1986)-  42 52 22.     (N)    105 50 58.     (W)     SCALED    
 NQ0430* NAVD 88     -      1519.519  (meters)    4985.29   (feet)  ADJUSTED  
 NQ0430  ___________________________________________________________________
 NQ0430  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 NQ0430  DYNAMIC HT  -        1518.553 (meters)    4982.12  (feet)  COMP
 NQ0430  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 NQ0430
 NQ0430  VERT ORDER  -  FIRST     CLASS II
 NQ0430
 NQ0430.The horizontal coordinates were scaled from a topographic map and have
 NQ0430.an estimated accuracy of +/- 6 seconds.
 NQ0430
 NQ0430.The orthometric height was determined by differential leveling
 NQ0430.and adjusted by the National Geodetic Survey in June 1991..
 NQ0430
 NQ0430.The geoid height was determined by GEOID03.
 NQ0430
 NQ0430.The dynamic height is computed by dividing the NAVD 88
 NQ0430.geopotential number by the normal gravity value computed on the
 NQ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0430.degrees latitude (g = 980.6199 gals.).
 NQ0430
 NQ0430.The modeled gravity was interpolated from observed gravity values.
 NQ0430
 NQ0430;                    North         East    Units  Estimated Accuracy
 NQ0430;SPC WY E     -   263,750.      144,210.      MT  (+/- 180 meters Scaled)
 NQ0430
 NQ0430                          SUPERSEDED SURVEY CONTROL
 NQ0430
 NQ0430  NGVD 29 (??/??/92) 1518.624  (m)         4982.35   (f) ADJ UNCH    1 2
 NQ0430
 NQ0430.Superseded values are not recommended for survey control.
 NQ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0430.See file dsdata.txt to determine how the superseded data were derived.
 NQ0430
 NQ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH306470(NAD 83)
 NQ0430_MARKER: DB = BENCH MARK DISK
 NQ0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0430_SP_SET: CULVERT
 NQ0430_STAMPING: M 16 1934
 NQ0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0430
 NQ0430  HISTORY     - Date     Condition        Report By
 NQ0430  HISTORY     - 1934     MONUMENTED       CGS
 NQ0430
 NQ0430                          STATION DESCRIPTION
 NQ0430
 NQ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0430'1.4 MI E FROM GLENROCK.
 NQ0430'1.4 MILES E. BY RAIL, OF C.B. AND Q.R.R. STATION, ALONG THE
 NQ0430'CHICAGO BURLINGTON AND QUINCY R.R., 375 FT. W. OF M.P. 177.
 NQ0430'IN E. END OF S. ABUTMENT OF CATTLEPASS.  33 FT. S. OF S. RAIL,
 NQ0430'AND 15 FT. BELOW TRACK LEVEL.  MARK SET HORIZONTALLY IN DRILL
 NQ0430'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0120 ***********************************************************************
 MP0120  DESIGNATION -  M 16
 MP0120  PID         -  MP0120
 MP0120  STATE/COUNTY-  WY/CARBON
 MP0120  USGS QUAD   -  ELKHORN POINT (1983)
 MP0120
 MP0120                         *CURRENT SURVEY CONTROL
 MP0120  ___________________________________________________________________
 MP0120* NAD 83(1986)-  41 05 15.     (N)    106 29 12.     (W)     SCALED    
 MP0120* NAVD 88     -      2356.799  (meters)    7732.26   (feet)  ADJUSTED  
 MP0120  ___________________________________________________________________
 MP0120  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 MP0120  DYNAMIC HT  -        2354.559 (meters)    7724.92  (feet)  COMP
 MP0120  MODELED GRAV-     979,588.0   (mgal)                       NAVD 88
 MP0120
 MP0120  VERT ORDER  -  SECOND    CLASS 0
 MP0120
 MP0120.The horizontal coordinates were scaled from a topographic map and have
 MP0120.an estimated accuracy of +/- 6 seconds.
 MP0120
 MP0120.The orthometric height was determined by differential leveling
 MP0120.and adjusted by the National Geodetic Survey in June 1991..
 MP0120
 MP0120.The geoid height was determined by GEOID03.
 MP0120
 MP0120.The dynamic height is computed by dividing the NAVD 88
 MP0120.geopotential number by the normal gravity value computed on the
 MP0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0120.degrees latitude (g = 980.6199 gals.).
 MP0120
 MP0120.The modeled gravity was interpolated from observed gravity values.
 MP0120
 MP0120;                    North         East    Units  Estimated Accuracy
 MP0120;SPC WYEC     -   165,580.      471,140.      MT  (+/- 180 meters Scaled)
 MP0120
 MP0120                          SUPERSEDED SURVEY CONTROL
 MP0120
 MP0120  NGVD 29 (??/??/92) 2355.553  (m)         7728.18   (f) ADJ UNCH    2 0
 MP0120
 MP0120.Superseded values are not recommended for survey control.
 MP0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0120.See file dsdata.txt to determine how the superseded data were derived.
 MP0120
 MP0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF751495(NAD 83)
 MP0120_MARKER: DD = SURVEY DISK
 MP0120_SETTING: 66 = SET IN ROCK OUTCROP
 MP0120_SP_SET: ROCK OUTCROP
 MP0120_STAMPING: M 16 1934 7728
 MP0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0120+STABILITY: POSITION/ELEVATION WELL
 MP0120
 MP0120  HISTORY     - Date     Condition        Report By
 MP0120  HISTORY     - 1934     MONUMENTED       USGS
 MP0120
 MP0120                          STATION DESCRIPTION
 MP0120
 MP0120'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 MP0120'20.6 MI NW FROM NORTHGATE.
 MP0120'IN CARBON COUNTY, WYOMING, 20.6 MILES NORTHWEST ALONG THE ENCAMPMENT
 MP0120'ROAD FROM NORTHGATE, JACKSON COUNTY, COLORADO, 1.1 MILES SOUTHEAST OF
 MP0120'THE STEEL BRIDGE OVER BIG CREEK, ABOUT 1 MILE NORTHEAST OF BIG CREEK
 MP0120'RANCH, 230 FEET EAST OF THE FORK LEADING TO THE RANCH, ON THE SUMMIT
 MP0120'OF A HILL, 45 FEET SOUTH OF THE CENTERLINE OF THE ROAD, IN THE TOP OF
 MP0120'THE NORTH END OF A 30- BY 20- BY 7-FOOT ROCK OUTCROP, AND 3.5 FEET
 MP0120'HIGHER THAN THE ROAD.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 MP0120'M 16 1934 7728.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0384 ***********************************************************************
 PW0384  DESIGNATION -  M 160
 PW0384  PID         -  PW0384
 PW0384  STATE/COUNTY-  WY/BIG HORN
 PW0384  USGS QUAD   -  SHELL FALLS (1993)
 PW0384
 PW0384                         *CURRENT SURVEY CONTROL
 PW0384  ___________________________________________________________________
 PW0384* NAD 83(1986)-  44 34 35.     (N)    107 34 35.     (W)     SCALED    
 PW0384* NAVD 88     -      2104.554  (meters)    6904.69   (feet)  ADJUSTED  
 PW0384  ___________________________________________________________________
 PW0384  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PW0384  DYNAMIC HT  -        2103.417 (meters)    6900.96  (feet)  COMP
 PW0384  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 PW0384
 PW0384  VERT ORDER  -  SECOND    CLASS 0
 PW0384
 PW0384.The horizontal coordinates were scaled from a topographic map and have
 PW0384.an estimated accuracy of +/- 6 seconds.
 PW0384
 PW0384.The orthometric height was determined by differential leveling
 PW0384.and adjusted by the National Geodetic Survey in June 1991..
 PW0384
 PW0384.The geoid height was determined by GEOID03.
 PW0384
 PW0384.The dynamic height is computed by dividing the NAVD 88
 PW0384.geopotential number by the normal gravity value computed on the
 PW0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0384.degrees latitude (g = 980.6199 gals.).
 PW0384
 PW0384.The modeled gravity was interpolated from observed gravity values.
 PW0384
 PW0384;                    North         East    Units  Estimated Accuracy
 PW0384;SPC WYEC     -   552,820.      380,700.      MT  (+/- 180 meters Scaled)
 PW0384
 PW0384                          SUPERSEDED SURVEY CONTROL
 PW0384
 PW0384  NGVD 29 (??/??/92) 2103.550  (m)         6901.40   (f) ADJ UNCH    2 0
 PW0384
 PW0384.Superseded values are not recommended for survey control.
 PW0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0384.See file dsdata.txt to determine how the superseded data were derived.
 PW0384
 PW0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK954391(NAD 83)
 PW0384_MARKER: DB = BENCH MARK DISK
 PW0384_SETTING: 66 = SET IN ROCK OUTCROP
 PW0384_SP_SET: OUTCROP
 PW0384_STAMPING: M 160 1966
 PW0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0384+STABILITY: POSITION/ELEVATION WELL
 PW0384
 PW0384  HISTORY     - Date     Condition        Report By
 PW0384  HISTORY     - 1966     MONUMENTED       CGS
 PW0384
 PW0384                          STATION DESCRIPTION
 PW0384
 PW0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0384'13.75 MI NE FROM SHELL.
 PW0384'13.75 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0384'SHELL, AT THE WEST END OF A CURVE, IN THE TOP OF AN OUTCROP, 60 FEET
 PW0384'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 41.6 FEET SOUTH-SOUTHWEST OF
 PW0384'A 4- BY 4-INCH POST SUPPORTING A WATCH FOR FALLING ROCKS SIGN, 2.9
 PW0384'FEET SOUTH OF A WITNESS POST, AND ABOUT 3 1/2 FEET LOWER THAN THE
 PW0384'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0270 ***********************************************************************
 PW0270  DESIGNATION -  M 161
 PW0270  PID         -  PW0270
 PW0270  STATE/COUNTY-  WY/SHERIDAN
 PW0270  USGS QUAD   -  DAYTON NORTH (1978)
 PW0270
 PW0270                         *CURRENT SURVEY CONTROL
 PW0270  ___________________________________________________________________
 PW0270* NAD 83(1986)-  44 52 55.     (N)    107 15 28.     (W)     SCALED    
 PW0270* NAVD 88     -      1189.373  (meters)    3902.13   (feet)  ADJUSTED  
 PW0270  ___________________________________________________________________
 PW0270  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 PW0270  DYNAMIC HT  -        1188.933 (meters)    3900.69  (feet)  COMP
 PW0270  MODELED GRAV-     980,206.5   (mgal)                       NAVD 88
 PW0270
 PW0270  VERT ORDER  -  SECOND    CLASS 0
 PW0270
 PW0270.The horizontal coordinates were scaled from a topographic map and have
 PW0270.an estimated accuracy of +/- 6 seconds.
 PW0270
 PW0270.The orthometric height was determined by differential leveling
 PW0270.and adjusted by the National Geodetic Survey in June 1991..
 PW0270
 PW0270.The geoid height was determined by GEOID03.
 PW0270
 PW0270.The dynamic height is computed by dividing the NAVD 88
 PW0270.geopotential number by the normal gravity value computed on the
 PW0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0270.degrees latitude (g = 980.6199 gals.).
 PW0270
 PW0270.The modeled gravity was interpolated from observed gravity values.
 PW0270
 PW0270;                    North         East    Units  Estimated Accuracy
 PW0270;SPC WYEC     -   586,750.      405,970.      MT  (+/- 180 meters Scaled)
 PW0270
 PW0270                          SUPERSEDED SURVEY CONTROL
 PW0270
 PW0270  NGVD 29 (??/??/92) 1188.599  (m)         3899.60   (f) ADJ UNCH    2 0
 PW0270
 PW0270.Superseded values are not recommended for survey control.
 PW0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0270.See file dsdata.txt to determine how the superseded data were derived.
 PW0270
 PW0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK216723(NAD 83)
 PW0270_MARKER: DB = BENCH MARK DISK
 PW0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0270_SP_SET: CULVERT
 PW0270_STAMPING: M 161 1966
 PW0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0270
 PW0270  HISTORY     - Date     Condition        Report By
 PW0270  HISTORY     - 1966     MONUMENTED       CGS
 PW0270
 PW0270                          STATION DESCRIPTION
 PW0270
 PW0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0270'0.5 MI NE FROM DAYTON.
 PW0270'0.5 MILE NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0270'DAYTON, 0.3 MILE SOUTHWEST OF THE ENTRANCE TO PADLOCK RANCH, IN THE
 PW0270'TOP AND 1.0 FOOT SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 PW0270'CONCRETE HEAD WALL OF DOUBLE CONCRETE BOX CULVERTS, 18 FEET NORTHWEST
 PW0270'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE
 PW0270'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0229 ***********************************************************************
 PW0229  DESIGNATION -  M 162
 PW0229  PID         -  PW0229
 PW0229  STATE/COUNTY-  WY/SHERIDAN
 PW0229  USGS QUAD   -  SKULL RIDGE (1993)
 PW0229
 PW0229                         *CURRENT SURVEY CONTROL
 PW0229  ___________________________________________________________________
 PW0229* NAD 83(1986)-  44 45 39.     (N)    107 27 23.     (W)     SCALED    
 PW0229* NAVD 88     -      2371.392  (meters)    7780.14   (feet)  ADJUSTED  
 PW0229  ___________________________________________________________________
 PW0229  GEOID HEIGHT-          -9.43  (meters)                     GEOID03
 PW0229  DYNAMIC HT  -        2370.065 (meters)    7775.79  (feet)  COMP
 PW0229  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 PW0229
 PW0229  VERT ORDER  -  SECOND    CLASS 0
 PW0229
 PW0229.The horizontal coordinates were scaled from a topographic map and have
 PW0229.an estimated accuracy of +/- 6 seconds.
 PW0229
 PW0229.The orthometric height was determined by differential leveling
 PW0229.and adjusted by the National Geodetic Survey in June 1991..
 PW0229
 PW0229.The geoid height was determined by GEOID03.
 PW0229
 PW0229.The dynamic height is computed by dividing the NAVD 88
 PW0229.geopotential number by the normal gravity value computed on the
 PW0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0229.degrees latitude (g = 980.6199 gals.).
 PW0229
 PW0229.The modeled gravity was interpolated from observed gravity values.
 PW0229
 PW0229;                    North         East    Units  Estimated Accuracy
 PW0229;SPC WYEC     -   573,300.      390,260.      MT  (+/- 180 meters Scaled)
 PW0229
 PW0229                          SUPERSEDED SURVEY CONTROL
 PW0229
 PW0229  NGVD 29 (??/??/92) 2370.329  (m)         7776.65   (f) ADJ UNCH    2 0
 PW0229
 PW0229.Superseded values are not recommended for survey control.
 PW0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0229.See file dsdata.txt to determine how the superseded data were derived.
 PW0229
 PW0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK055593(NAD 83)
 PW0229_MARKER: DB = BENCH MARK DISK
 PW0229_SETTING: 80 = SET IN A BOULDER
 PW0229_STAMPING: M 162 1966
 PW0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0229+STABILITY: SURFACE MOTION
 PW0229
 PW0229  HISTORY     - Date     Condition        Report By
 PW0229  HISTORY     - 1966     MONUMENTED       CGS
 PW0229
 PW0229                          STATION DESCRIPTION
 PW0229
 PW0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0229'21.35 MI SW FROM DAYTON.
 PW0229'21.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0229'DAYTON, IN THE TOP OF A FLAT 3 1/2- BY 7-FOOT GRANITE BOULDER
 PW0229'PROJECTING ABOUT 1/2 FOOT, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PW0229'HIGHWAY, 7.0 FEET NORTH OF A WITNESS POST, AND ABOUT 2 1/2 FEET LOWER
 PW0229'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0284 ***********************************************************************
 PW0284  DESIGNATION -  M 163
 PW0284  PID         -  PW0284
 PW0284  STATE/COUNTY-  WY/WASHAKIE
 PW0284  USGS QUAD   -  TEN SLEEP (1976)
 PW0284
 PW0284                         *CURRENT SURVEY CONTROL
 PW0284  ___________________________________________________________________
 PW0284* NAD 83(1986)-  44 03 06.     (N)    107 23 58.     (W)     SCALED    
 PW0284* NAVD 88     -      1406.414  (meters)    4614.21   (feet)  ADJUSTED  
 PW0284  ___________________________________________________________________
 PW0284  GEOID HEIGHT-         -10.44  (meters)                     GEOID03
 PW0284  DYNAMIC HT  -        1405.770 (meters)    4612.10  (feet)  COMP
 PW0284  MODELED GRAV-     980,111.4   (mgal)                       NAVD 88
 PW0284
 PW0284  VERT ORDER  -  SECOND    CLASS 0
 PW0284
 PW0284.The horizontal coordinates were scaled from a topographic map and have
 PW0284.an estimated accuracy of +/- 6 seconds.
 PW0284
 PW0284.The orthometric height was determined by differential leveling
 PW0284.and adjusted by the National Geodetic Survey in June 1991..
 PW0284
 PW0284.The geoid height was determined by GEOID03.
 PW0284
 PW0284.The dynamic height is computed by dividing the NAVD 88
 PW0284.geopotential number by the normal gravity value computed on the
 PW0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0284.degrees latitude (g = 980.6199 gals.).
 PW0284
 PW0284.The modeled gravity was interpolated from observed gravity values.
 PW0284
 PW0284;                    North         East    Units  Estimated Accuracy
 PW0284;SPC WYEC     -   494,490.      394,700.      MT  (+/- 180 meters Scaled)
 PW0284
 PW0284                          SUPERSEDED SURVEY CONTROL
 PW0284
 PW0284  NGVD 29 (??/??/92) 1405.641  (m)         4611.67   (f) ADJ UNCH    2 0
 PW0284
 PW0284.Superseded values are not recommended for survey control.
 PW0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0284.See file dsdata.txt to determine how the superseded data were derived.
 PW0284
 PW0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ077804(NAD 83)
 PW0284_MARKER: DB = BENCH MARK DISK
 PW0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0284_SP_SET: BRIDGE
 PW0284_STAMPING: M 163 1966
 PW0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0284
 PW0284  HISTORY     - Date     Condition        Report By
 PW0284  HISTORY     - 1966     MONUMENTED       CGS
 PW0284
 PW0284                          STATION DESCRIPTION
 PW0284
 PW0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0284'3.15 MI NE FROM TEN SLEEP.
 PW0284'3.15 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE AT TEN
 PW0284'SLEEP, IN THE TOP AND 7.5 FEET WEST OF THE EAST END OF THE SOUTH
 PW0284'CONCRETE CURB OF A CONCRETE BRIDGE OVER TEN SLEEP CREEK, 16 1/2 FEET
 PW0284'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN
 PW0284'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0104 ***********************************************************************
 OV0104  DESIGNATION -  M 164
 OV0104  PID         -  OV0104
 OV0104  STATE/COUNTY-  WY/WASHAKIE
 OV0104  USGS QUAD   -  MAHOGANY BUTTE (1976)
 OV0104
 OV0104                         *CURRENT SURVEY CONTROL
 OV0104  ___________________________________________________________________
 OV0104* NAD 83(1986)-  43 43 16.     (N)    107 16 24.     (W)     SCALED    
 OV0104* NAVD 88     -      1640.868  (meters)    5383.41   (feet)  ADJUSTED  
 OV0104  ___________________________________________________________________
 OV0104  GEOID HEIGHT-         -10.94  (meters)                     GEOID03
 OV0104  DYNAMIC HT  -        1640.033 (meters)    5380.67  (feet)  COMP
 OV0104  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 OV0104
 OV0104  VERT ORDER  -  SECOND    CLASS 0
 OV0104
 OV0104.The horizontal coordinates were scaled from a topographic map and have
 OV0104.an estimated accuracy of +/- 6 seconds.
 OV0104
 OV0104.The orthometric height was determined by differential leveling
 OV0104.and adjusted by the National Geodetic Survey in June 1991..
 OV0104
 OV0104.The geoid height was determined by GEOID03.
 OV0104
 OV0104.The dynamic height is computed by dividing the NAVD 88
 OV0104.geopotential number by the normal gravity value computed on the
 OV0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0104.degrees latitude (g = 980.6199 gals.).
 OV0104
 OV0104.The modeled gravity was interpolated from observed gravity values.
 OV0104
 OV0104;                    North         East    Units  Estimated Accuracy
 OV0104;SPC WYEC     -   457,770.      404,840.      MT  (+/- 180 meters Scaled)
 OV0104
 OV0104                          SUPERSEDED SURVEY CONTROL
 OV0104
 OV0104  NGVD 29 (??/??/92) 1640.049  (m)         5380.73   (f) ADJ UNCH    2 0
 OV0104
 OV0104.Superseded values are not recommended for survey control.
 OV0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0104.See file dsdata.txt to determine how the superseded data were derived.
 OV0104
 OV0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ168434(NAD 83)
 OV0104_MARKER: DB = BENCH MARK DISK
 OV0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0104_STAMPING: M 164 1966
 OV0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0104+STABILITY: SURFACE MOTION
 OV0104
 OV0104  HISTORY     - Date     Condition        Report By
 OV0104  HISTORY     - 1966     MONUMENTED       CGS
 OV0104
 OV0104                          STATION DESCRIPTION
 OV0104
 OV0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0104'25.2 MI S FROM TEN SLEEP.
 OV0104'25.2 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0104'16 AT TEN SLEEP, 0.45 MILE SOUTHEAST OF THE JUNCTION OF A DRIVEWAY
 OV0104'SOUTH TO A RANCH, ON A SMALL RISE, 43 FEET NORTHEAST OF THE CENTER
 OV0104'LINE OF THE ROAD, 1.4 FEET SOUTHWEST OF A FENCE, 2.0 FEET SOUTHEAST OF
 OV0104'A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP
 OV0104'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0160 ***********************************************************************
 OV0160  DESIGNATION -  M 165
 OV0160  PID         -  OV0160
 OV0160  STATE/COUNTY-  WY/FREMONT
 OV0160  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0160
 OV0160                         *CURRENT SURVEY CONTROL
 OV0160  ___________________________________________________________________
 OV0160* NAD 83(1986)-  43 29 07.     (N)    107 33 55.     (W)     SCALED    
 OV0160* NAVD 88     -      2008.653  (meters)    6590.06   (feet)  ADJUSTED  
 OV0160  ___________________________________________________________________
 OV0160  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 OV0160  DYNAMIC HT  -        2007.431 (meters)    6586.05  (feet)  COMP
 OV0160  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 OV0160
 OV0160  VERT ORDER  -  SECOND    CLASS 0
 OV0160
 OV0160.The horizontal coordinates were scaled from a topographic map and have
 OV0160.an estimated accuracy of +/- 6 seconds.
 OV0160
 OV0160.The orthometric height was determined by differential leveling
 OV0160.and adjusted by the National Geodetic Survey in June 1991..
 OV0160
 OV0160.The geoid height was determined by GEOID03.
 OV0160
 OV0160.The dynamic height is computed by dividing the NAVD 88
 OV0160.geopotential number by the normal gravity value computed on the
 OV0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0160.degrees latitude (g = 980.6199 gals.).
 OV0160
 OV0160.The modeled gravity was interpolated from observed gravity values.
 OV0160
 OV0160;                    North         East    Units  Estimated Accuracy
 OV0160;SPC WYWC     -   332,250.      695,830.      MT  (+/- 180 meters Scaled)
 OV0160
 OV0160                          SUPERSEDED SURVEY CONTROL
 OV0160
 OV0160  NGVD 29 (??/??/92) 2007.705  (m)         6586.95   (f) ADJ UNCH    2 0
 OV0160
 OV0160.Superseded values are not recommended for survey control.
 OV0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0160.See file dsdata.txt to determine how the superseded data were derived.
 OV0160
 OV0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ925179(NAD 83)
 OV0160_MARKER: DB = BENCH MARK DISK
 OV0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0160_STAMPING: M 165 1966
 OV0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0160+STABILITY: SURFACE MOTION
 OV0160
 OV0160  HISTORY     - Date     Condition        Report By
 OV0160  HISTORY     - 1966     MONUMENTED       CGS
 OV0160
 OV0160                          STATION DESCRIPTION
 OV0160
 OV0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0160'19.2 MI NE FROM LYSITE.
 OV0160'19.2 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0160'AND QUINCY RAILROAD STATION AT LYSITE, AT THE CROSSING OF A
 OV0160'CATTLEGUARD, 43 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 62 FEET
 OV0160'SOUTH OF THE SOUTH CORNER OF THE CATTLEGUARD, 18 FEET SOUTH OF THE
 OV0160'SOUTH END OF A GATE, 1.6 FEET EAST OF A FENCE, 1.7 FEET NORTH OF A
 OV0160'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 OV0160'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0375 ***********************************************************************
 MO0375  DESIGNATION -  M 166
 MO0375  PID         -  MO0375
 MO0375  STATE/COUNTY-  WY/PLATTE
 MO0375  USGS QUAD   -  SQUAW ROCK (1981)
 MO0375
 MO0375                         *CURRENT SURVEY CONTROL
 MO0375  ___________________________________________________________________
 MO0375* NAD 83(1986)-  41 53 30.     (N)    105 12 07.     (W)     SCALED    
 MO0375* NAVD 88     -      1611.234  (meters)    5286.19   (feet)  ADJUSTED  
 MO0375  ___________________________________________________________________
 MO0375  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 MO0375  DYNAMIC HT  -        1610.133 (meters)    5282.58  (feet)  COMP
 MO0375  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 MO0375
 MO0375  VERT ORDER  -  SECOND    CLASS 0
 MO0375
 MO0375.The horizontal coordinates were scaled from a topographic map and have
 MO0375.an estimated accuracy of +/- 6 seconds.
 MO0375
 MO0375.The orthometric height was determined by differential leveling
 MO0375.and adjusted by the National Geodetic Survey in June 1991..
 MO0375
 MO0375.The geoid height was determined by GEOID03.
 MO0375
 MO0375.The dynamic height is computed by dividing the NAVD 88
 MO0375.geopotential number by the normal gravity value computed on the
 MO0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0375.degrees latitude (g = 980.6199 gals.).
 MO0375
 MO0375.The modeled gravity was interpolated from observed gravity values.
 MO0375
 MO0375;                    North         East    Units  Estimated Accuracy
 MO0375;SPC WY E     -   154,550.      197,070.      MT  (+/- 180 meters Scaled)
 MO0375
 MO0375                          SUPERSEDED SURVEY CONTROL
 MO0375
 MO0375  NGVD 29 (??/??/92) 1610.418  (m)         5283.51   (f) ADJ UNCH    2 0
 MO0375
 MO0375.Superseded values are not recommended for survey control.
 MO0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0375.See file dsdata.txt to determine how the superseded data were derived.
 MO0375
 MO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG832377(NAD 83)
 MO0375_MARKER: DB = BENCH MARK DISK
 MO0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0375_SP_SET: CULVERT
 MO0375_STAMPING: M 166 1966
 MO0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0375
 MO0375  HISTORY     - Date     Condition        Report By
 MO0375  HISTORY     - 1966     MONUMENTED       CGS
 MO0375
 MO0375                          STATION DESCRIPTION
 MO0375
 MO0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0375'21.2 MI SW FROM WHEATLAND.
 MO0375'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0375'WHEATLAND, THENCE 14.55 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0375'AT THE CROSSING OF A CREEK, IN THE TOP OF THE NORTHWEST CONCRETE
 MO0375'HEAD WALL OF A LARGE CONCRETE BOX CULVERT, 1.8 FEET NORTHEAST OF
 MO0375'THE SOUTHWEST END OF THE HEAD WALL, 36 1/2 FEET NORTHWEST OF THE
 MO0375'CENTER LINE OF THE HIGHWAY, AND ABOUT 12 1/2 FEET LOWER THAN THE
 MO0375'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0433 ***********************************************************************
 MO0433  DESIGNATION -  M 167
 MO0433  PID         -  MO0433
 MO0433  STATE/COUNTY-  WY/LARAMIE
 MO0433  USGS QUAD   -  FARTHING (1978)
 MO0433
 MO0433                         *CURRENT SURVEY CONTROL
 MO0433  ___________________________________________________________________
 MO0433* NAD 83(1986)-  41 36 42.     (N)    105 14 27.     (W)     SCALED    
 MO0433* NAVD 88     -      2173.113  (meters)    7129.62   (feet)  ADJUSTED  
 MO0433  ___________________________________________________________________
 MO0433  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 MO0433  DYNAMIC HT  -        2171.386 (meters)    7123.96  (feet)  COMP
 MO0433  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 MO0433
 MO0433  VERT ORDER  -  SECOND    CLASS 0
 MO0433
 MO0433.The horizontal coordinates were scaled from a topographic map and have
 MO0433.an estimated accuracy of +/- 6 seconds.
 MO0433
 MO0433.The orthometric height was determined by differential leveling
 MO0433.and adjusted by the National Geodetic Survey in June 1991..
 MO0433
 MO0433.The geoid height was determined by GEOID03.
 MO0433
 MO0433.The dynamic height is computed by dividing the NAVD 88
 MO0433.geopotential number by the normal gravity value computed on the
 MO0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0433.degrees latitude (g = 980.6199 gals.).
 MO0433
 MO0433.The modeled gravity was interpolated from observed gravity values.
 MO0433
 MO0433;                    North         East    Units  Estimated Accuracy
 MO0433;SPC WY E     -   123,450.      193,820.      MT  (+/- 180 meters Scaled)
 MO0433
 MO0433                          SUPERSEDED SURVEY CONTROL
 MO0433
 MO0433  NGVD 29 (??/??/92) 2172.170  (m)         7126.53   (f) ADJ UNCH    2 0
 MO0433
 MO0433.Superseded values are not recommended for survey control.
 MO0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0433.See file dsdata.txt to determine how the superseded data were derived.
 MO0433
 MO0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG799066(NAD 83)
 MO0433_MARKER: DB = BENCH MARK DISK
 MO0433_SETTING: 66 = SET IN ROCK OUTCROP
 MO0433_SP_SET: GREY OUTCROP
 MO0433_STAMPING: M 167 1966
 MO0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0433+STABILITY: POSITION/ELEVATION WELL
 MO0433
 MO0433  HISTORY     - Date     Condition        Report By
 MO0433  HISTORY     - 1966     MONUMENTED       CGS
 MO0433
 MO0433                          STATION DESCRIPTION
 MO0433
 MO0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0433'5.4 MI NW FROM FARTHING.
 MO0433'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0433'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 3.55 MILES
 MO0433'NORTHWEST ALONG A PRIVATE ROAD, AT A CURVE, IN THE TOP OF A
 MO0433'LARGE GREY OUTCROP PROJECTING ABOUT 1 1/2 FEET, 83 FEET
 MO0433'NORTHEAST OF THE CENTER LINE OF THE ROAD, 26 1/2 FEET NORTHWEST
 MO0433'OF THE CENTER OF A WASH, 8.9 FEET NORTHEAST OF A WITNESS POST,
 MO0433'AND ABOUT 11 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0194 ***********************************************************************
 MR0194  DESIGNATION -  M 168
 MR0194  PID         -  MR0194
 MR0194  STATE/COUNTY-  WY/LINCOLN
 MR0194  USGS QUAD   -  KEMMERER (1985)
 MR0194
 MR0194                         *CURRENT SURVEY CONTROL
 MR0194  ___________________________________________________________________
 MR0194* NAD 83(1986)-  41 48 37.     (N)    110 36 43.     (W)     SCALED    
 MR0194* NAVD 88     -      2145.381  (meters)    7038.64   (feet)  ADJUSTED  
 MR0194  ___________________________________________________________________
 MR0194  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 MR0194  DYNAMIC HT  -        2143.486 (meters)    7032.42  (feet)  COMP
 MR0194  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 MR0194
 MR0194  VERT ORDER  -  SECOND    CLASS 0
 MR0194
 MR0194.The horizontal coordinates were scaled from a topographic map and have
 MR0194.an estimated accuracy of +/- 6 seconds.
 MR0194
 MR0194.The orthometric height was determined by differential leveling
 MR0194.and adjusted by the National Geodetic Survey in June 1991..
 MR0194
 MR0194.The geoid height was determined by GEOID03.
 MR0194
 MR0194.The dynamic height is computed by dividing the NAVD 88
 MR0194.geopotential number by the normal gravity value computed on the
 MR0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0194.degrees latitude (g = 980.6199 gals.).
 MR0194
 MR0194.The modeled gravity was interpolated from observed gravity values.
 MR0194
 MR0194;                    North         East    Units  Estimated Accuracy
 MR0194;SPC WY W     -   245,640.      756,080.      MT  (+/- 180 meters Scaled)
 MR0194
 MR0194                          SUPERSEDED SURVEY CONTROL
 MR0194
 MR0194  NGVD 29 (??/??/92) 2143.950  (m)         7033.94   (f) ADJ UNCH    2 0
 MR0194
 MR0194.Superseded values are not recommended for survey control.
 MR0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0194.See file dsdata.txt to determine how the superseded data were derived.
 MR0194
 MR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM322287(NAD 83)
 MR0194_MARKER: DB = BENCH MARK DISK
 MR0194_SETTING: 66 = SET IN ROCK OUTCROP
 MR0194_SP_SET: OUTCROP
 MR0194_STAMPING: M 168 1966
 MR0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0194+STABILITY: POSITION/ELEVATION WELL
 MR0194
 MR0194  HISTORY     - Date     Condition        Report By
 MR0194  HISTORY     - 1966     MONUMENTED       CGS
 MR0194
 MR0194                          STATION DESCRIPTION
 MR0194
 MR0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0194'4.2 MI W FROM KEMMERER.
 MR0194'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0194'KEMMERER, 0.1 MILE (4 POLES) WEST OF MILEPOLE 44, ON THE SOUTHWEST
 MR0194'SLOPE OF A ROCKY HILL, IN THE TOP OF AN OUTCROP PROJECTING ABOUT 1
 MR0194'FOOT, 151.6 FEET NORTH OF THE NORTH RAIL, 165 FEET NORTH AND ACROSS
 MR0194'THE TRACK FROM A METAL SIGNAL PIT AND A MOTOR CAR SET-OFF, 54.1 FEET
 MR0194'NORTH OF A FENCE, 41.5 FEET NORTH OF A WITNESS POST, AND ABOUT 25 FEET
 MR0194'HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0232 ***********************************************************************
 MQ0232  DESIGNATION -  M 17
 MQ0232  PID         -  MQ0232
 MQ0232  STATE/COUNTY-  WY/SWEETWATER
 MQ0232  USGS QUAD   -  HALFWAY HOLLOW WEST (1987)
 MQ0232
 MQ0232                         *CURRENT SURVEY CONTROL
 MQ0232  ___________________________________________________________________
 MQ0232* NAD 83(1986)-  41 17 34.     (N)    109 38 09.     (W)     SCALED    
 MQ0232* NAVD 88     -      1897.420  (meters)    6225.12   (feet)  ADJUSTED  
 MQ0232  ___________________________________________________________________
 MQ0232  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 MQ0232  DYNAMIC HT  -        1895.744 (meters)    6219.62  (feet)  COMP
 MQ0232  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 MQ0232
 MQ0232  VERT ORDER  -  FIRST     CLASS II
 MQ0232
 MQ0232.The horizontal coordinates were scaled from a topographic map and have
 MQ0232.an estimated accuracy of +/- 6 seconds.
 MQ0232
 MQ0232.The orthometric height was determined by differential leveling
 MQ0232.and adjusted by the National Geodetic Survey in June 1991..
 MQ0232
 MQ0232.The geoid height was determined by GEOID03.
 MQ0232
 MQ0232.The dynamic height is computed by dividing the NAVD 88
 MQ0232.geopotential number by the normal gravity value computed on the
 MQ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0232.degrees latitude (g = 980.6199 gals.).
 MQ0232
 MQ0232.The modeled gravity was interpolated from observed gravity values.
 MQ0232
 MQ0232;                    North         East    Units  Estimated Accuracy
 MQ0232;SPC WYWC     -    88,410.      525,810.      MT  (+/- 180 meters Scaled)
 MQ0232
 MQ0232                          SUPERSEDED SURVEY CONTROL
 MQ0232
 MQ0232  NGVD 29 (??/??/92) 1896.127  (m)         6220.88   (f) ADJ UNCH    1 2
 MQ0232
 MQ0232.Superseded values are not recommended for survey control.
 MQ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0232.See file dsdata.txt to determine how the superseded data were derived.
 MQ0232
 MQ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL142721(NAD 83)
 MQ0232_MARKER: DB = BENCH MARK DISK
 MQ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0232_STAMPING: M 17 1933
 MQ0232_MARK LOGO: CGS   
 MQ0232_PROJECTION: PROJECTING 10 CENTIMETERS
 MQ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0232+STABILITY: SURFACE MOTION
 MQ0232
 MQ0232  HISTORY     - Date     Condition        Report By
 MQ0232  HISTORY     - 1933     MONUMENTED       CGS
 MQ0232  HISTORY     - 1984     GOOD             NGS
 MQ0232
 MQ0232                          STATION DESCRIPTION
 MQ0232
 MQ0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0232'21.9 MI S FROM GREEN RIVER.
 MQ0232'21.9 MILES SOUTH ALONG THE LINWOOD-GREEN RIVER HIGHWAY FROM GREEN
 MQ0232'RIVER, SWEETWATER COUNTY, 22 MILES SOUTH OF AND ALONG STATE HIGHWAY
 MQ0232'530, 360 FEET EAST OF THE HIGHWAY, AT A CREST, (THE JUNCTION WITH A
 MQ0232'TRACK ROAD EAST) 162 FEET NORTH OF THE X-ROAD FORMED BY TRACK ROAD AND
 MQ0232'ABANDONED HIGHWAY, 60 FEET EAST OF THE ABANDONED HIGHWAY.  A STANDARD
 MQ0232'DISK, STAMPED M 17 1933 AND SET IN THE TOP OF A CONCRETE POST
 MQ0232'PROJECTING 0.2 FOOT ABOVE GROUND.
 MQ0232
 MQ0232                          STATION RECOVERY (1984)
 MQ0232
 MQ0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0232'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  33.9 KM
 MQ0232'(21.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS JUNCTION
 MQ0232'WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80 IN GREEN
 MQ0232'RIVER, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 22, AT A DIRT ROAD
 MQ0232'LEADING EAST TO CONFLUENCE BLACK FORK, 109.7 M (360.0 FT) NORTHEAST OF
 MQ0232'THE CENTERLINE OF THE HIGHWAY, 52.6 M (172.5 FT) NORTH OF THE CENTER
 MQ0232'OF THE ROAD, AND 28.1 M (92.2 FT) EAST OF UTILITY POLE NUMBER 070200.
 MQ0232'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 MQ0232'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0172 ***********************************************************************
 MP0172  DESIGNATION -  M 17
 MP0172  PID         -  MP0172
 MP0172  STATE/COUNTY-  WY/CARBON
 MP0172  USGS QUAD   -  TRENT CREEK (1983)
 MP0172
 MP0172                         *CURRENT SURVEY CONTROL
 MP0172  ___________________________________________________________________
 MP0172* NAD 83(1986)-  41 05 59.     (N)    106 30 39.     (W)     SCALED    
 MP0172* NAVD 88     -      2369.667  (meters)    7774.48   (feet)  ADJUSTED  
 MP0172  ___________________________________________________________________
 MP0172  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 MP0172  DYNAMIC HT  -        2367.424 (meters)    7767.12  (feet)  COMP
 MP0172  MODELED GRAV-     979,590.9   (mgal)                       NAVD 88
 MP0172
 MP0172  VERT ORDER  -  SECOND    CLASS 0
 MP0172
 MP0172.The horizontal coordinates were scaled from a topographic map and have
 MP0172.an estimated accuracy of +/- 6 seconds.
 MP0172
 MP0172.The orthometric height was determined by differential leveling
 MP0172.and adjusted by the National Geodetic Survey in June 1991..
 MP0172
 MP0172.The geoid height was determined by GEOID03.
 MP0172
 MP0172.The dynamic height is computed by dividing the NAVD 88
 MP0172.geopotential number by the normal gravity value computed on the
 MP0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0172.degrees latitude (g = 980.6199 gals.).
 MP0172
 MP0172.The modeled gravity was interpolated from observed gravity values.
 MP0172
 MP0172;                    North         East    Units  Estimated Accuracy
 MP0172;SPC WYEC     -   166,920.      469,090.      MT  (+/- 180 meters Scaled)
 MP0172
 MP0172                          SUPERSEDED SURVEY CONTROL
 MP0172
 MP0172  NGVD 29 (??/??/92) 2368.426  (m)         7770.41   (f) ADJ UNCH    2 0
 MP0172
 MP0172.Superseded values are not recommended for survey control.
 MP0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0172.See file dsdata.txt to determine how the superseded data were derived.
 MP0172
 MP0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF731509(NAD 83)
 MP0172_MARKER: DD = SURVEY DISK
 MP0172_SETTING: 80 = SET IN A BOULDER
 MP0172_SP_SET: BOULDER
 MP0172_STAMPING: M 17 1934 7770
 MP0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0172+STABILITY: SURFACE MOTION
 MP0172
 MP0172  HISTORY     - Date     Condition        Report By
 MP0172  HISTORY     - 1934     MONUMENTED       USGS
 MP0172  HISTORY     - 1958     MARK NOT FOUND   USGS
 MP0172
 MP0172                          STATION DESCRIPTION
 MP0172
 MP0172'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MP0172'20.2 MI E FROM ENCAMPMENT.
 MP0172'20.2 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, 0.7 MILE
 MP0172'NORTHWEST OF THE BRIDGE ACROSS BIG CREEK, ON THE SUMMIT OF A HILL, 300
 MP0172'FEET NORTHWEST OF A ROCKY POINT ON A RIM OVERLOOKING A VALLEY, 60 FEET
 MP0172'EAST OF A FENCE CORNER, 37 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 MP0172'IN THE TOP OF A 6- BY 3- BY 1-FOOT BOULDER, AND ABOUT 3 FEET HIGHER
 MP0172'THAN THE ROAD.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 17
 MP0172'1934 7770.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0042 ***********************************************************************
 OV0042  DESIGNATION -  M 18
 OV0042  PID         -  OV0042
 OV0042  STATE/COUNTY-  WY/NATRONA
 OV0042  USGS QUAD   -  SMITH FLATS (1978)
 OV0042
 OV0042                         *CURRENT SURVEY CONTROL
 OV0042  ___________________________________________________________________
 OV0042* NAD 83(1986)-  43 00 24.     (N)    106 30 11.     (W)     SCALED    
 OV0042* NAVD 88     -      1625.484  (meters)    5332.94   (feet)  POSTED    
 OV0042  ___________________________________________________________________
 OV0042  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 OV0042  DYNAMIC HT  -        1624.480 (meters)    5329.65  (feet)  COMP
 OV0042  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 OV0042
 OV0042  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0042
 OV0042.The horizontal coordinates were scaled from a topographic map and have
 OV0042.an estimated accuracy of +/- 6 seconds.
 OV0042
 OV0042.The orthometric height was determined by differential leveling
 OV0042.and adjusted by the National Geodetic Survey in 1992..
 OV0042.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0042.rate of 0.0 thru 1.0 mm/km.
 OV0042
 OV0042.The geoid height was determined by GEOID03.
 OV0042
 OV0042.The dynamic height is computed by dividing the NAVD 88
 OV0042.geopotential number by the normal gravity value computed on the
 OV0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0042.degrees latitude (g = 980.6199 gals.).
 OV0042
 OV0042.The modeled gravity was interpolated from observed gravity values.
 OV0042
 OV0042;                    North         East    Units  Estimated Accuracy
 OV0042;SPC WYEC     -   378,730.      467,690.      MT  (+/- 180 meters Scaled)
 OV0042
 OV0042                          SUPERSEDED SURVEY CONTROL
 OV0042
 OV0042  NGVD 29 (??/??/92) 1624.549  (m)         5329.87   (f) ADJ UNCH    1 2
 OV0042
 OV0042.Superseded values are not recommended for survey control.
 OV0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0042.See file dsdata.txt to determine how the superseded data were derived.
 OV0042
 OV0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH775626(NAD 83)
 OV0042_MARKER: DB = BENCH MARK DISK
 OV0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OV0042_SP_SET: SIGNAL TOWER BASE
 OV0042_STAMPING: M 18 1934
 OV0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0042
 OV0042  HISTORY     - Date     Condition        Report By
 OV0042  HISTORY     - 1934     MONUMENTED       CGS
 OV0042
 OV0042                          STATION DESCRIPTION
 OV0042
 OV0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0042'15.6 MI NW FROM CASPER.
 OV0042'ABOUT 15.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OV0042'RAILROAD FROM THE STATION AT CASPER, NATRONA COUNTY, ABOUT 740 FEET
 OV0042'WEST OF THE STATION AT ILLCO, ABOUT 1,550 FEET EAST OF MILEPOST 218,
 OV0042'IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF A SIGNAL
 OV0042'TOWER, AND 9.6 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 OV0042'M 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0170 ***********************************************************************
 MP0170  DESIGNATION -  M 18
 MP0170  PID         -  MP0170
 MP0170  STATE/COUNTY-  WY/CARBON
 MP0170  USGS QUAD   -  BARCUS PEAK (1992)
 MP0170
 MP0170                         *CURRENT SURVEY CONTROL
 MP0170  ___________________________________________________________________
 MP0170* NAD 83(1986)-  41 07 41.     (N)    106 31 52.     (W)     SCALED    
 MP0170* NAVD 88     -      2335.377  (meters)    7661.98   (feet)  ADJUSTED  
 MP0170  ___________________________________________________________________
 MP0170  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 MP0170  DYNAMIC HT  -        2333.163 (meters)    7654.72  (feet)  COMP
 MP0170  MODELED GRAV-     979,591.0   (mgal)                       NAVD 88
 MP0170
 MP0170  VERT ORDER  -  SECOND    CLASS 0
 MP0170
 MP0170.The horizontal coordinates were scaled from a topographic map and have
 MP0170.an estimated accuracy of +/- 6 seconds.
 MP0170
 MP0170.The orthometric height was determined by differential leveling
 MP0170.and adjusted by the National Geodetic Survey in June 1991..
 MP0170
 MP0170.The geoid height was determined by GEOID03.
 MP0170
 MP0170.The dynamic height is computed by dividing the NAVD 88
 MP0170.geopotential number by the normal gravity value computed on the
 MP0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0170.degrees latitude (g = 980.6199 gals.).
 MP0170
 MP0170.The modeled gravity was interpolated from observed gravity values.
 MP0170
 MP0170;                    North         East    Units  Estimated Accuracy
 MP0170;SPC WYEC     -   170,050.      467,360.      MT  (+/- 180 meters Scaled)
 MP0170
 MP0170                          SUPERSEDED SURVEY CONTROL
 MP0170
 MP0170  NGVD 29 (??/??/92) 2334.124  (m)         7657.87   (f) ADJ UNCH    2 0
 MP0170
 MP0170.Superseded values are not recommended for survey control.
 MP0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0170.See file dsdata.txt to determine how the superseded data were derived.
 MP0170
 MP0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF714541(NAD 83)
 MP0170_MARKER: DD = SURVEY DISK
 MP0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0170_STAMPING: M 18 1934 7658
 MP0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0170+STABILITY: SURFACE MOTION
 MP0170
 MP0170  HISTORY     - Date     Condition        Report By
 MP0170  HISTORY     - 1934     MONUMENTED       USGS
 MP0170  HISTORY     - 1958     GOOD             USGS
 MP0170
 MP0170                          STATION DESCRIPTION
 MP0170
 MP0170'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MP0170'16.8 MI SE FROM ENCAMPMENT.
 MP0170'16.8 MILES SOUTHEAST ALONG HIGHWAY 125 FROM ENCAMPMENT, TO A DIRT ROAD
 MP0170'LEADING EAST, THENCE 0.8 MILE TO A SOUTH RIGHT-OF-WAY, 28 FEET SOUTH
 MP0170'OF A FENCE CORNER AND 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE. A
 MP0170'STANDARD DISK, STAMPED M 18 1934 7658 AND SET IN THE TOP OF A CONCRETE
 MP0170'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0076 ***********************************************************************
 NS0076  DESIGNATION -  M 19
 NS0076  PID         -  NS0076
 NS0076  STATE/COUNTY-  WY/SWEETWATER
 NS0076  USGS QUAD   -  FARSON (1980)
 NS0076
 NS0076                         *CURRENT SURVEY CONTROL
 NS0076  ___________________________________________________________________
 NS0076* NAD 83(1986)-  42 01 32.     (N)    109 25 50.     (W)     SCALED    
 NS0076* NAVD 88     -      2003.331  (meters)    6572.60   (feet)  ADJUSTED  
 NS0076  ___________________________________________________________________
 NS0076  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NS0076  DYNAMIC HT  -        2001.650 (meters)    6567.08  (feet)  COMP
 NS0076  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 NS0076
 NS0076  VERT ORDER  -  FIRST     CLASS II
 NS0076
 NS0076.The horizontal coordinates were scaled from a topographic map and have
 NS0076.an estimated accuracy of +/- 6 seconds.
 NS0076
 NS0076.The orthometric height was determined by differential leveling
 NS0076.and adjusted by the National Geodetic Survey in June 1991..
 NS0076
 NS0076.The geoid height was determined by GEOID03.
 NS0076
 NS0076.The dynamic height is computed by dividing the NAVD 88
 NS0076.geopotential number by the normal gravity value computed on the
 NS0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0076.degrees latitude (g = 980.6199 gals.).
 NS0076
 NS0076.The modeled gravity was interpolated from observed gravity values.
 NS0076
 NS0076;                    North         East    Units  Estimated Accuracy
 NS0076;SPC WYWC     -   169,640.      543,640.      MT  (+/- 180 meters Scaled)
 NS0076
 NS0076                          SUPERSEDED SURVEY CONTROL
 NS0076
 NS0076  NGVD 29 (??/??/92) 2002.064  (m)         6568.44   (f) ADJ UNCH    1 2
 NS0076
 NS0076.Superseded values are not recommended for survey control.
 NS0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0076.See file dsdata.txt to determine how the superseded data were derived.
 NS0076
 NS0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM299538(NAD 83)
 NS0076_MARKER: DB = BENCH MARK DISK
 NS0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0076_STAMPING: 6568.176 M 19 1933
 NS0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0076+STABILITY: SURFACE MOTION
 NS0076
 NS0076  HISTORY     - Date     Condition        Report By
 NS0076  HISTORY     - 1933     MONUMENTED       CGS
 NS0076  HISTORY     - 1968     GOOD             NGS
 NS0076
 NS0076                          STATION DESCRIPTION
 NS0076
 NS0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0076'1.9 MI S FROM EDEN.
 NS0076'1.9 MILES SOUTH ALONG U.S. HIGHWAY 187 FROM EDEN, SWEETWATER COUNTY,
 NS0076'150 FEET NORTHWEST OF A CULVERT, 79 FEET WEST OF THE CENTER LINE OF
 NS0076'THE HIGHWAY, AND 36 FEET WEST OF A FENCE CORNER.  A STANDARD DISK,
 NS0076'STAMPED 6568.176 M 19 1933 AND SET IN THE TOP OF A CONCRETE POST.
 NS0076
 NS0076                          STATION RECOVERY (1968)
 NS0076
 NS0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NS0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0168 ***********************************************************************
 MP0168  DESIGNATION -  M 19
 MP0168  PID         -  MP0168
 MP0168  STATE/COUNTY-  WY/CARBON
 MP0168  USGS QUAD   -  BARCUS PEAK (1992)
 MP0168
 MP0168                         *CURRENT SURVEY CONTROL
 MP0168  ___________________________________________________________________
 MP0168* NAD 83(1986)-  41 08 37.     (N)    106 32 42.     (W)     SCALED    
 MP0168* NAVD 88     -      2372.452  (meters)    7783.62   (feet)  ADJUSTED  
 MP0168  ___________________________________________________________________
 MP0168  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 MP0168  DYNAMIC HT  -        2370.210 (meters)    7776.26  (feet)  COMP
 MP0168  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 MP0168
 MP0168  VERT ORDER  -  SECOND    CLASS 0
 MP0168
 MP0168.The horizontal coordinates were scaled from a topographic map and have
 MP0168.an estimated accuracy of +/- 6 seconds.
 MP0168
 MP0168.The orthometric height was determined by differential leveling
 MP0168.and adjusted by the National Geodetic Survey in June 1991..
 MP0168
 MP0168.The geoid height was determined by GEOID03.
 MP0168
 MP0168.The dynamic height is computed by dividing the NAVD 88
 MP0168.geopotential number by the normal gravity value computed on the
 MP0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0168.degrees latitude (g = 980.6199 gals.).
 MP0168
 MP0168.The modeled gravity was interpolated from observed gravity values.
 MP0168
 MP0168;                    North         East    Units  Estimated Accuracy
 MP0168;SPC WYEC     -   171,770.      466,180.      MT  (+/- 180 meters Scaled)
 MP0168
 MP0168                          SUPERSEDED SURVEY CONTROL
 MP0168
 MP0168  NGVD 29 (??/??/92) 2371.206  (m)         7779.53   (f) ADJ UNCH    2 0
 MP0168
 MP0168.Superseded values are not recommended for survey control.
 MP0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0168.See file dsdata.txt to determine how the superseded data were derived.
 MP0168
 MP0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF703558(NAD 83)
 MP0168_MARKER: DD = SURVEY DISK
 MP0168_SETTING: 80 = SET IN A BOULDER
 MP0168_SP_SET: BOULDER
 MP0168_STAMPING: M 19 1934 7779
 MP0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0168+STABILITY: SURFACE MOTION
 MP0168
 MP0168  HISTORY     - Date     Condition        Report By
 MP0168  HISTORY     - 1934     MONUMENTED       USGS
 MP0168  HISTORY     - 1958     GOOD             USGS
 MP0168
 MP0168                          STATION DESCRIPTION
 MP0168
 MP0168'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MP0168'13.4 MI SE FROM ENCAMPMENT.
 MP0168'13.4 MILES SOUTHEAST ALONG HIGHWAY 125 FROM ENCAMPMENT, TO A-A RANCH
 MP0168'ENTRANCE, THENCE 1.9 MILES EAST ALONG THE RANCH ROAD TO A DIRT ROAD
 MP0168'LEADING SOUTH, THENCE ABOUT 1.2 MILES SOUTH TO A CURVE AND A ROCKY
 MP0168'SIDE HILL EAST OF THE ROAD, AND 17 FEET EAST OF THE ROAD, SET IN THE
 MP0168'TOP OF A BOULDER.  A STANDARD DISK, STAMPED M 19 1934 7779.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0138 ***********************************************************************
 MP0138  DESIGNATION -  M 2
 MP0138  PID         -  MP0138
 MP0138  STATE/COUNTY-  WY/CARBON
 MP0138  USGS QUAD   -  RED MOUNTAIN (1983)
 MP0138
 MP0138                         *CURRENT SURVEY CONTROL
 MP0138  ___________________________________________________________________
 MP0138* NAD 83(1986)-  41 09 17.     (N)    106 58 37.     (W)     SCALED    
 MP0138* NAVD 88     -      3008.847  (meters)    9871.53   (feet)  ADJUSTED  
 MP0138  ___________________________________________________________________
 MP0138  GEOID HEIGHT-         -11.16  (meters)                     GEOID03
 MP0138  DYNAMIC HT  -        3005.734 (meters)    9861.31  (feet)  COMP
 MP0138  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 MP0138
 MP0138  VERT ORDER  -  SECOND    CLASS 0
 MP0138
 MP0138.The horizontal coordinates were scaled from a topographic map and have
 MP0138.an estimated accuracy of +/- 6 seconds.
 MP0138
 MP0138.The orthometric height was determined by differential leveling
 MP0138.and adjusted by the National Geodetic Survey in June 1991..
 MP0138
 MP0138.The geoid height was determined by GEOID03.
 MP0138
 MP0138.The dynamic height is computed by dividing the NAVD 88
 MP0138.geopotential number by the normal gravity value computed on the
 MP0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0138.degrees latitude (g = 980.6199 gals.).
 MP0138
 MP0138.The modeled gravity was interpolated from observed gravity values.
 MP0138
 MP0138;                    North         East    Units  Estimated Accuracy
 MP0138;SPC WYEC     -   172,760.      429,910.      MT  (+/- 180 meters Scaled)
 MP0138
 MP0138                          SUPERSEDED SURVEY CONTROL
 MP0138
 MP0138  NGVD 29 (??/??/92) 3007.390  (m)         9866.75   (f) ADJ UNCH    2 0
 MP0138
 MP0138.Superseded values are not recommended for survey control.
 MP0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0138.See file dsdata.txt to determine how the superseded data were derived.
 MP0138
 MP0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF341578(NAD 83)
 MP0138_MARKER: DD = SURVEY DISK
 MP0138_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MP0138_SP_SET: UNSPECIFIED ROCK
 MP0138_STAMPING: M 2 1934
 MP0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0138
 MP0138  HISTORY     - Date     Condition        Report By
 MP0138  HISTORY     - 1934     MONUMENTED       USGS
 MP0138
 MP0138                          STATION DESCRIPTION
 MP0138
 MP0138'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 MP0138'12.5 MI W FROM ENCAMPMENT.
 MP0138'12.5 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 0.3 MILE EAST
 MP0138'OF THE CONTINENTAL DIVIDE, 3.1 MILES EAST OF RAMBLER, 65 FEET
 MP0138'NORTHWEST OF THE NORTHWEST HEADWALL OF A CULVERT, 50 FEET NORTHWEST OF
 MP0138'THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A ROCK.  A U.S.
 MP0138'GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 2 1934 AND PAINTED US PBM
 MP0138'9866.0.  NOTE-- THE SHANK OF DISK 9866 LARAMIE WAS FOUND, AND THE DISK
 MP0138'WAS REPLACED IN THE SAME HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0033 ***********************************************************************
 NS0033  DESIGNATION -  M 20
 NS0033  PID         -  NS0033
 NS0033  STATE/COUNTY-  WY/FREMONT
 NS0033  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0033
 NS0033                         *CURRENT SURVEY CONTROL
 NS0033  ___________________________________________________________________
 NS0033* NAD 83(1986)-  42 25 09.     (N)    108 50 29.     (W)     SCALED    
 NS0033* NAVD 88     -      2355.269  (meters)    7727.24   (feet)  ADJUSTED  
 NS0033  ___________________________________________________________________
 NS0033  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 NS0033  DYNAMIC HT  -        2353.364 (meters)    7721.00  (feet)  COMP
 NS0033  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 NS0033
 NS0033  VERT ORDER  -  FIRST     CLASS II
 NS0033
 NS0033.The horizontal coordinates were scaled from a topographic map and have
 NS0033.an estimated accuracy of +/- 6 seconds.
 NS0033
 NS0033.The orthometric height was determined by differential leveling
 NS0033.and adjusted by the National Geodetic Survey in June 1991..
 NS0033
 NS0033.The geoid height was determined by GEOID03.
 NS0033
 NS0033.The dynamic height is computed by dividing the NAVD 88
 NS0033.geopotential number by the normal gravity value computed on the
 NS0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0033.degrees latitude (g = 980.6199 gals.).
 NS0033
 NS0033.The modeled gravity was interpolated from observed gravity values.
 NS0033
 NS0033;                    North         East    Units  Estimated Accuracy
 NS0033;SPC WYWC     -   213,140.      592,480.      MT  (+/- 180 meters Scaled)
 NS0033
 NS0033                          SUPERSEDED SURVEY CONTROL
 NS0033
 NS0033  NGVD 29 (??/??/92) 2354.05   (m)         7723.2    (f) COMPUTED    1 2
 NS0033
 NS0033.Superseded values are not recommended for survey control.
 NS0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0033.See file dsdata.txt to determine how the superseded data were derived.
 NS0033
 NS0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM775985(NAD 83)
 NS0033_MARKER: DB = BENCH MARK DISK
 NS0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0033_STAMPING: 7722.862 M 20 1933
 NS0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0033+STABILITY: SURFACE MOTION
 NS0033
 NS0033  HISTORY     - Date     Condition        Report By
 NS0033  HISTORY     - 1933     MONUMENTED       CGS
 NS0033
 NS0033                          STATION DESCRIPTION
 NS0033
 NS0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0033'4.0 MI SW FROM SOUTH PASS CITY.
 NS0033'4.0 MILES SOUTHWEST ALONG THE ROAD TO FARSON FROM THE POST OFFICE AT
 NS0033'SOUTH PASS CITY, FREMONT COUNTY, 0.6 MILE SOUTH OF A ROAD
 NS0033'INTERSECTION, 110 FEET SOUTHEAST OF A SIDE ROAD LEADING EAST, ON THE
 NS0033'OUTSIDE OF A CURVE, ON THE NORTH SLOPE OF A KNOLL, AND 108 FEET
 NS0033'SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD.  A STANDARD DISK,
 NS0033'STAMPED 7722.862 M 20 1933 AND SET IN THE TOP OF A CONCRETE POST
 NS0033'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0167 ***********************************************************************
 MP0167  DESIGNATION -  M 20
 MP0167  PID         -  MP0167
 MP0167  STATE/COUNTY-  WY/CARBON
 MP0167  USGS QUAD   -  BARCUS PEAK (1992)
 MP0167
 MP0167                         *CURRENT SURVEY CONTROL
 MP0167  ___________________________________________________________________
 MP0167* NAD 83(1986)-  41 09 42.     (N)    106 34 05.     (W)     SCALED    
 MP0167* NAVD 88     -      2439.912  (meters)    8004.94   (feet)  ADJUSTED  
 MP0167  ___________________________________________________________________
 MP0167  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 MP0167  DYNAMIC HT  -        2437.628 (meters)    7997.45  (feet)  COMP
 MP0167  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 MP0167
 MP0167  VERT ORDER  -  SECOND    CLASS 0
 MP0167
 MP0167.The horizontal coordinates were scaled from a topographic map and have
 MP0167.an estimated accuracy of +/- 6 seconds.
 MP0167
 MP0167.The orthometric height was determined by differential leveling
 MP0167.and adjusted by the National Geodetic Survey in June 1991..
 MP0167
 MP0167.The geoid height was determined by GEOID03.
 MP0167
 MP0167.The dynamic height is computed by dividing the NAVD 88
 MP0167.geopotential number by the normal gravity value computed on the
 MP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0167.degrees latitude (g = 980.6199 gals.).
 MP0167
 MP0167.The modeled gravity was interpolated from observed gravity values.
 MP0167
 MP0167;                    North         East    Units  Estimated Accuracy
 MP0167;SPC WYEC     -   173,760.      464,230.      MT  (+/- 180 meters Scaled)
 MP0167
 MP0167                          SUPERSEDED SURVEY CONTROL
 MP0167
 MP0167  NGVD 29 (??/??/92) 2438.691  (m)         8000.94   (f) ADJ UNCH    2 0
 MP0167
 MP0167.Superseded values are not recommended for survey control.
 MP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0167.See file dsdata.txt to determine how the superseded data were derived.
 MP0167
 MP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF684578(NAD 83)
 MP0167_MARKER: DD = SURVEY DISK
 MP0167_SETTING: 66 = SET IN ROCK OUTCROP
 MP0167_SP_SET: ROCK OUTCROP
 MP0167_STAMPING: M 20 1934 8001
 MP0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0167+STABILITY: POSITION/ELEVATION WELL
 MP0167
 MP0167  HISTORY     - Date     Condition        Report By
 MP0167  HISTORY     - 1934     MONUMENTED       USGS
 MP0167
 MP0167                          STATION DESCRIPTION
 MP0167
 MP0167'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 MP0167'14.3 MI E FROM ENCAMPMENT.
 MP0167'14.3 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, 6.7 MILES
 MP0167'NORTHWEST OF THE STEEL BRIDGE OVER BIG CREEK, 0.7 MILE WEST OF THE
 MP0167'ROAD LEADING TO THE A-A RANCH, 150 FEET WEST OF THE SUMMIT OF A HILL,
 MP0167'35 FEET NORTH OF THE CENTERLINE OF THE ROAD, 40 FEET WEST OF A FENCE
 MP0167'CORNER, IN LINE WITH A FENCE PARALLELING THE ROAD, 10 FEET EAST OF A
 MP0167'ROCK WITH THE PAINTED LETTERS U S P B M, AND IN THE TOP OF A 4- BY
 MP0167'4-FOOT ROCK OUTCROP FLUSH WITH THE GROUND.  A U.S. GEOLOGICAL SURVEY
 MP0167'STANDARD DISK, STAMPED M 20 1934 8001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0002 ***********************************************************************
 NS0002  DESIGNATION -  M 21
 NS0002  PID         -  NS0002
 NS0002  STATE/COUNTY-  WY/FREMONT
 NS0002  USGS QUAD   -  ARAPAHOE (1978)
 NS0002
 NS0002                         *CURRENT SURVEY CONTROL
 NS0002  ___________________________________________________________________
 NS0002* NAD 83(1986)-  42 57 43.     (N)    108 29 14.     (W)     SCALED    
 NS0002* NAVD 88     -      1523.931  (meters)    4999.76   (feet)  ADJUSTED  
 NS0002  ___________________________________________________________________
 NS0002  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NS0002  DYNAMIC HT  -        1522.929 (meters)    4996.48  (feet)  COMP
 NS0002  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 NS0002
 NS0002  VERT ORDER  -  FIRST     CLASS II
 NS0002
 NS0002.The horizontal coordinates were scaled from a topographic map and have
 NS0002.an estimated accuracy of +/- 6 seconds.
 NS0002
 NS0002.The orthometric height was determined by differential leveling
 NS0002.and adjusted by the National Geodetic Survey in June 1991..
 NS0002
 NS0002.The geoid height was determined by GEOID03.
 NS0002
 NS0002.The dynamic height is computed by dividing the NAVD 88
 NS0002.geopotential number by the normal gravity value computed on the
 NS0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0002.degrees latitude (g = 980.6199 gals.).
 NS0002
 NS0002.The modeled gravity was interpolated from observed gravity values.
 NS0002
 NS0002;                    North         East    Units  Estimated Accuracy
 NS0002;SPC WYWC     -   273,460.      621,440.      MT  (+/- 180 meters Scaled)
 NS0002
 NS0002                          SUPERSEDED SURVEY CONTROL
 NS0002
 NS0002  NGVD 29 (??/??/92) 1522.938  (m)         4996.51   (f) ADJ UNCH    1 2
 NS0002
 NS0002.Superseded values are not recommended for survey control.
 NS0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0002.See file dsdata.txt to determine how the superseded data were derived.
 NS0002
 NS0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN049596(NAD 83)
 NS0002_MARKER: DB = BENCH MARK DISK
 NS0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0002_STAMPING: 4995.997 M 21 1933
 NS0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0002+STABILITY: SURFACE MOTION
 NS0002
 NS0002  HISTORY     - Date     Condition        Report By
 NS0002  HISTORY     - 1933     MONUMENTED       CGS
 NS0002
 NS0002                          STATION DESCRIPTION
 NS0002
 NS0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0002'IN ARAPAHOE.
 NS0002'AT ARAPAHOE, FREMONT COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 NS0002'225 FEET EAST OF THE STATION, 67 FEET SOUTHEAST OF CENTER LINE OF THE
 NS0002'MAIN TRACK, AND 56 FEET EAST OF AN INVERTED SIPHON.  A STANDARD DISK,
 NS0002'STAMPED 4995.997 M 21 1933 AND SET IN THE TOP OF A CONCRETE POST
 NS0002'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0071 ***********************************************************************
 OW0071  DESIGNATION -  M 22
 OW0071  PID         -  OW0071
 OW0071  STATE/COUNTY-  WY/FREMONT
 OW0071  USGS QUAD   -  BOYSEN (1978)
 OW0071
 OW0071                         *CURRENT SURVEY CONTROL
 OW0071  ___________________________________________________________________
 OW0071* NAD 83(1986)-  43 25 27.     (N)    108 10 43.     (W)     SCALED    
 OW0071* NAVD 88     -      1419.046  (meters)    4655.65   (feet)  ADJUSTED  
 OW0071  ___________________________________________________________________
 OW0071  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 OW0071  DYNAMIC HT  -        1418.228 (meters)    4652.97  (feet)  COMP
 OW0071  MODELED GRAV-     979,994.3   (mgal)                       NAVD 88
 OW0071
 OW0071  VERT ORDER  -  FIRST     CLASS II
 OW0071
 OW0071.The horizontal coordinates were scaled from a topographic map and have
 OW0071.an estimated accuracy of +/- 6 seconds.
 OW0071
 OW0071.The orthometric height was determined by differential leveling
 OW0071.and adjusted by the National Geodetic Survey in June 1991..
 OW0071
 OW0071.The geoid height was determined by GEOID03.
 OW0071
 OW0071.The dynamic height is computed by dividing the NAVD 88
 OW0071.geopotential number by the normal gravity value computed on the
 OW0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0071.degrees latitude (g = 980.6199 gals.).
 OW0071
 OW0071.The modeled gravity was interpolated from observed gravity values.
 OW0071
 OW0071;                    North         East    Units  Estimated Accuracy
 OW0071;SPC WYWC     -   324,930.      646,270.      MT  (+/- 180 meters Scaled)
 OW0071
 OW0071                          SUPERSEDED SURVEY CONTROL
 OW0071
 OW0071  NGVD 29 (06/08/92) 1418.140  (m)         4652.68   (f) ADJUSTED    1 2
 OW0071
 OW0071.Superseded values are not recommended for survey control.
 OW0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0071.See file dsdata.txt to determine how the superseded data were derived.
 OW0071
 OW0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP283117(NAD 83)
 OW0071_MARKER: DB = BENCH MARK DISK
 OW0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0071_SP_SET: ABUTMENT
 OW0071_STAMPING: 4652.241 M 22 1933
 OW0071_MARK LOGO: CGS   
 OW0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0071
 OW0071  HISTORY     - Date     Condition        Report By
 OW0071  HISTORY     - 1933     MONUMENTED       CGS
 OW0071  HISTORY     - 1982     GOOD             NGS
 OW0071
 OW0071                          STATION DESCRIPTION
 OW0071
 OW0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0071'1.7 MI S FROM BOYSEN DAM.
 OW0071'1.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OW0071'BOYSEN DAM, FREMONT COUNTY, AT MILEAGE 318.41, AT A BRIDGE OVER BIG
 OW0071'HORN RIVER, AND IN THE TOP OF THE EAST SIDE OF THE SOUTH CONCRETE
 OW0071'ABUTMENT.  A STANDARD DISK, STAMPED 4652.241 M 22 1933.
 OW0071
 OW0071                          STATION RECOVERY (1982)
 OW0071
 OW0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0071'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  39.1 KM (24.3
 OW0071'24.1 KM (14.9 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0071'WITH U. S. HIGHWAY 26 IN SHOSHONI, THENCE 0.8 KM (0.5 MI) SOUTHERLY
 OW0071'ALONG A PAVED ROAD, IN THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OW0071'AN ABABDONED RAILROAD BRIDGE, 27.2 METERS (89.2 FT) WEST OF THE WEST
 OW0071'EDGE OF A RAILROAD BRIDGE AND 7.3 METERS (24.0 FT) NORTH OF THE CENTER
 OW0071'OF THE ROAD.
 OW0071'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0163 ***********************************************************************
 MP0163  DESIGNATION -  M 22
 MP0163  PID         -  MP0163
 MP0163  STATE/COUNTY-  WY/CARBON
 MP0163  USGS QUAD   -  GUNST RESERVOIR (1983)
 MP0163
 MP0163                         *CURRENT SURVEY CONTROL
 MP0163  ___________________________________________________________________
 MP0163* NAD 83(1986)-  41 10 31.     (N)    106 38 17.     (W)     SCALED    
 MP0163* NAVD 88     -      2267.256  (meters)    7438.49   (feet)  ADJUSTED  
 MP0163  ___________________________________________________________________
 MP0163  GEOID HEIGHT-         -11.24  (meters)                     GEOID03
 MP0163  DYNAMIC HT  -        2265.120 (meters)    7431.48  (feet)  COMP
 MP0163  MODELED GRAV-     979,599.9   (mgal)                       NAVD 88
 MP0163
 MP0163  VERT ORDER  -  SECOND    CLASS 0
 MP0163
 MP0163.The horizontal coordinates were scaled from a topographic map and have
 MP0163.an estimated accuracy of +/- 6 seconds.
 MP0163
 MP0163.The orthometric height was determined by differential leveling
 MP0163.and adjusted by the National Geodetic Survey in June 1991..
 MP0163
 MP0163.The geoid height was determined by GEOID03.
 MP0163
 MP0163.The dynamic height is computed by dividing the NAVD 88
 MP0163.geopotential number by the normal gravity value computed on the
 MP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0163.degrees latitude (g = 980.6199 gals.).
 MP0163
 MP0163.The modeled gravity was interpolated from observed gravity values.
 MP0163
 MP0163;                    North         East    Units  Estimated Accuracy
 MP0163;SPC WYEC     -   175,220.      458,340.      MT  (+/- 180 meters Scaled)
 MP0163
 MP0163                          SUPERSEDED SURVEY CONTROL
 MP0163
 MP0163  NGVD 29 (??/??/92) 2265.996  (m)         7434.36   (f) ADJ UNCH    2 0
 MP0163
 MP0163.Superseded values are not recommended for survey control.
 MP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0163.See file dsdata.txt to determine how the superseded data were derived.
 MP0163
 MP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF626595(NAD 83)
 MP0163_MARKER: DD = SURVEY DISK
 MP0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0163_STAMPING: M 22 1934 7434
 MP0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0163+STABILITY: SURFACE MOTION
 MP0163
 MP0163  HISTORY     - Date     Condition        Report By
 MP0163  HISTORY     - 1934     MONUMENTED       USGS
 MP0163
 MP0163                          STATION DESCRIPTION
 MP0163
 MP0163'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 MP0163'10.2 MI E FROM ENCAMPMENT.
 MP0163'10.2 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, 0.7 MILE SOUTH
 MP0163'OF THE NEW ROAD, AT A RIGHT-ANGLE TURN IN THE ROAD, AND 48 FEET
 MP0163'NORTHWEST OF THE CENTERLINE OF THE ROAD.  A U.S. GEOLOGICAL SURVEY
 MP0163'STANDARD DISK, STAMPED M 22 1934 7434 AND SET IN THE TOP OF A CONCRETE
 MP0163'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0014 ***********************************************************************
 OW0014  DESIGNATION -  M 23
 OW0014  PID         -  OW0014
 OW0014  STATE/COUNTY-  WY/WASHAKIE
 OW0014  USGS QUAD   -  KIRBY (1985)
 OW0014
 OW0014                         *CURRENT SURVEY CONTROL
 OW0014  ___________________________________________________________________
 OW0014* NAD 83(1986)-  43 51 26.     (N)    108 10 18.     (W)     SCALED    
 OW0014* NAVD 88     -      1281.095  (meters)    4203.06   (feet)  ADJUSTED  
 OW0014  ___________________________________________________________________
 OW0014  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 OW0014  DYNAMIC HT  -        1280.442 (meters)    4200.92  (feet)  COMP
 OW0014  MODELED GRAV-     980,066.1   (mgal)                       NAVD 88
 OW0014
 OW0014  VERT ORDER  -  FIRST     CLASS II
 OW0014
 OW0014.The horizontal coordinates were scaled from a topographic map and have
 OW0014.an estimated accuracy of +/- 6 seconds.
 OW0014
 OW0014.The orthometric height was determined by differential leveling
 OW0014.and adjusted by the National Geodetic Survey in June 1991..
 OW0014
 OW0014.The geoid height was determined by GEOID03.
 OW0014
 OW0014.The dynamic height is computed by dividing the NAVD 88
 OW0014.geopotential number by the normal gravity value computed on the
 OW0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0014.degrees latitude (g = 980.6199 gals.).
 OW0014
 OW0014.The modeled gravity was interpolated from observed gravity values.
 OW0014
 OW0014;                    North         East    Units  Estimated Accuracy
 OW0014;SPC WYEC     -   473,230.      332,600.      MT  (+/- 180 meters Scaled)
 OW0014
 OW0014                          SUPERSEDED SURVEY CONTROL
 OW0014
 OW0014  NGVD 29 (??/??/92) 1280.266  (m)         4200.34   (f) ADJ UNCH    1 2
 OW0014
 OW0014.Superseded values are not recommended for survey control.
 OW0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0014.See file dsdata.txt to determine how the superseded data were derived.
 OW0014
 OW0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP273599(NAD 83)
 OW0014_MARKER: DB = BENCH MARK DISK
 OW0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0014_SP_SET: CULVERT
 OW0014_STAMPING: 4199.762 M 23 1933
 OW0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0014
 OW0014  HISTORY     - Date     Condition        Report By
 OW0014  HISTORY     - 1933     MONUMENTED       CGS
 OW0014
 OW0014                          STATION DESCRIPTION
 OW0014
 OW0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0014'4.8 MI N FROM KIRBY.
 OW0014'IN WASHAKIE COUNTY, 4.8 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND
 OW0014'QUINCY RAILROAD FROM KIRBY, HOT SPRINGS COUNTY, AT MILEAGE 352.8, AT A
 OW0014'CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST CONRER OF THE NORTHWEST
 OW0014'HEADWALL, AND 35 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK. A
 OW0014'STANDARD DISK, STAMPED 4199.762 M 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0691 ***********************************************************************
 MP0691  DESIGNATION -  M 23 RESET
 MP0691  PID         -  MP0691
 MP0691  STATE/COUNTY-  WY/CARBON
 MP0691  USGS QUAD   -  GUNST RESERVOIR (1983)
 MP0691
 MP0691                         *CURRENT SURVEY CONTROL
 MP0691  ___________________________________________________________________
 MP0691* NAD 83(1986)-  41 12 03.     (N)    106 39 13.     (W)     SCALED    
 MP0691* NAVD 88     -      2223.68   (meters)    7295.5    (feet)  RESET     
 MP0691  ___________________________________________________________________
 MP0691  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 MP0691
 MP0691  VERT ORDER  -  THIRD
 MP0691
 MP0691.The horizontal coordinates were scaled from a topographic map and have
 MP0691.an estimated accuracy of +/- 6 seconds.
 MP0691
 MP0691.The orthometric height was computed from unverified reset data.
 MP0691
 MP0691.The geoid height was determined by GEOID03.
 MP0691
 MP0691;                    North         East    Units  Estimated Accuracy
 MP0691;SPC WYEC     -   178,050.      457,010.      MT  (+/- 180 meters Scaled)
 MP0691
 MP0691                          SUPERSEDED SURVEY CONTROL
 MP0691
 MP0691  NGVD 29 (03/28/06) 2222.44   (m)         7291.5    (f) RESET       3  
 MP0691
 MP0691.Superseded values are not recommended for survey control.
 MP0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0691.See file dsdata.txt to determine how the superseded data were derived.
 MP0691
 MP0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF613623(NAD 83)
 MP0691_MARKER: DV = VERTICAL CONTROL DISK
 MP0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0691_SP_SET: CONCRETE POST
 MP0691_STAMPING: M 23 USGS RESET 1983
 MP0691_MARK LOGO: NGS   
 MP0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0691+STABILITY: SURFACE MOTION
 MP0691
 MP0691  HISTORY     - Date     Condition        Report By
 MP0691  HISTORY     - 1983     MONUMENTED       NGS
 MP0691
 MP0691                          STATION DESCRIPTION
 MP0691
 MP0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0691'11.8 KM (7.3 MI) EAST OF THE INTERSECTION OF STATE HIGWAYS 70 AND 230
 MP0691'IN RIVERSIDE, AND ON THE LEFT SIDE OF THE ROAD, 78.6 METERS NORTHEAST
 MP0691'OF THE OLD BENCH MARK, 58.5 METERS NORTH FROM THE CENTERLINE OF THE
 MP0691'NEW HIGHWAY, 36.3 METERS NORTHWEST FROM THE CENTER OF THE GATE, 28.7
 MP0691'METERS NORTH FROM THE NORTHERN RIGHT-OF-WAY FENCE, 23.8 METERS WEST
 MP0691'FROM A NORTH-SOUTH FARM ROAD, 6.4 METERS WEST FROM THE CENTER OF A
 MP0691'WELL CASING, AND 3.4 METERS WEST-SOUTHWEST FROM THE TOP CENTER OF A
 MP0691'PUMP ON A CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0045 ***********************************************************************
 PX0045  DESIGNATION -  M 24
 PX0045  PID         -  PX0045
 PX0045  STATE/COUNTY-  WY/BIG HORN
 PX0045  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0045
 PX0045                         *CURRENT SURVEY CONTROL
 PX0045  ___________________________________________________________________
 PX0045* NAD 83(1986)-  44 25 22.     (N)    108 02 38.     (W)     SCALED    
 PX0045* NAVD 88     -      1165.005  (meters)    3822.19   (feet)  ADJUSTED  
 PX0045  ___________________________________________________________________
 PX0045  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 PX0045  DYNAMIC HT  -        1164.523 (meters)    3820.61  (feet)  COMP
 PX0045  MODELED GRAV-     980,165.0   (mgal)                       NAVD 88
 PX0045
 PX0045  VERT ORDER  -  FIRST     CLASS II
 PX0045
 PX0045.The horizontal coordinates were scaled from a topographic map and have
 PX0045.an estimated accuracy of +/- 6 seconds.
 PX0045
 PX0045.The orthometric height was determined by differential leveling
 PX0045.and adjusted by the National Geodetic Survey in June 1991..
 PX0045
 PX0045.The geoid height was determined by GEOID03.
 PX0045
 PX0045.The dynamic height is computed by dividing the NAVD 88
 PX0045.geopotential number by the normal gravity value computed on the
 PX0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0045.degrees latitude (g = 980.6199 gals.).
 PX0045
 PX0045.The modeled gravity was interpolated from observed gravity values.
 PX0045
 PX0045;                    North         East    Units  Estimated Accuracy
 PX0045;SPC WYEC     -   535,970.      343,420.      MT  (+/- 180 meters Scaled)
 PX0045
 PX0045                          SUPERSEDED SURVEY CONTROL
 PX0045
 PX0045  NGVD 29 (06/08/92) 1164.203  (m)         3819.56   (f) ADJUSTED    1 2
 PX0045
 PX0045.Superseded values are not recommended for survey control.
 PX0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0045.See file dsdata.txt to determine how the superseded data were derived.
 PX0045
 PX0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ353230(NAD 83)
 PX0045_MARKER: DB = BENCH MARK DISK
 PX0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0045_SP_SET: ABUTMENT
 PX0045_STAMPING: 3819.100 M 24 1933
 PX0045_MARK LOGO: CGS   
 PX0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0045
 PX0045  HISTORY     - Date     Condition        Report By
 PX0045  HISTORY     - 1933     MONUMENTED       CGS
 PX0045  HISTORY     - 1934     GOOD             NGS
 PX0045  HISTORY     - 1982     GOOD             NGS
 PX0045
 PX0045                          STATION DESCRIPTION
 PX0045
 PX0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0045'2.9 MI N FROM BASIN.
 PX0045'2.9 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PX0045'BASIN, BIG HORN COUNTY, AT MILEAGE 399.35, AT A ROAD CROSSING, AT A
 PX0045'BEET-LOADING RAMP, IN THE EAST SIDE OF THE NORTH CONCRETE ABUTMENT,
 PX0045'AND 94 FEET SOUTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED 3819.100
 PX0045'M 24 1933 AND SET VERTICALLY.
 PX0045
 PX0045                          STATION RECOVERY (1934)
 PX0045
 PX0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0045'RECOVERED IN GOOD CONDITION.
 PX0045
 PX0045                          STATION RECOVERY (1982)
 PX0045
 PX0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0045'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  53.5 KM
 PX0045'(33.25 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH U.
 PX0045'S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, THENCE 0.5 KM (0.3 MI)
 PX0045'EAST ALONG A DIRT ROAD, SET VERTICALLY IN THE EAST FACE OF AN
 PX0045'ABANDONED LOADING RAMP, 27.4 METERS (89.9 FT) EAST OF THE NEAR RAIL OF
 PX0045'THE BURLINGTON NORTHERN RAILROAD, 6.7 METERS (22.0 FT) SOUTH OF THE
 PX0045'CENTER OF THE ROAD AND 0.1 METER (0.3 FT) NORTH OF THE SOUTHEAST
 PX0045'CORNER OF THE RAMP.
 PX0045'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0158 ***********************************************************************
 MP0158  DESIGNATION -  M 24
 MP0158  PID         -  MP0158
 MP0158  STATE/COUNTY-  WY/CARBON
 MP0158  USGS QUAD   -  GUNST RESERVOIR (1983)
 MP0158
 MP0158                         *CURRENT SURVEY CONTROL
 MP0158  ___________________________________________________________________
 MP0158* NAD 83(1993)-  41 13 08.63238(N)    106 41 17.17991(W)     ADJUSTED  
 MP0158* NAVD 88     -      2239.013  (meters)    7345.83   (feet)  ADJUSTED  
 MP0158  ___________________________________________________________________
 MP0158  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 MP0158  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 MP0158  DYNAMIC HT  -        2236.925 (meters)    7338.98  (feet)  COMP
 MP0158  MODELED GRAV-     979,610.6   (mgal)                       NAVD 88
 MP0158
 MP0158  HORZ ORDER  -  THIRD
 MP0158  VERT ORDER  -  SECOND    CLASS 0
 MP0158
 MP0158.The horizontal coordinates were established by classical geodetic methods
 MP0158.and adjusted by the National Geodetic Survey in January 1997..
 MP0158.No horizontal observational check was made to the station.
 MP0158
 MP0158.The orthometric height was determined by differential leveling
 MP0158.and adjusted by the National Geodetic Survey in June 1991..
 MP0158
 MP0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0158
 MP0158.The geoid height was determined by GEOID03.
 MP0158
 MP0158.The dynamic height is computed by dividing the NAVD 88
 MP0158.geopotential number by the normal gravity value computed on the
 MP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0158.degrees latitude (g = 980.6199 gals.).
 MP0158
 MP0158.The modeled gravity was interpolated from observed gravity values.
 MP0158
 MP0158;                    North         East     Units Scale Factor Converg.
 MP0158;SPC WYEC     -   180,048.729   454,102.996   MT  0.99997351   +0 25 30.6
 MP0158;UTM  13      - 4,564,449.585   358,496.105   MT  0.99984643   -1 06 45.2
 MP0158
 MP0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0158!SPC WYEC     -   0.99965071  x   0.99997351  =   0.99962423
 MP0158!UTM  13      -   0.99965071  x   0.99984643  =   0.99949719
 MP0158
 MP0158                          SUPERSEDED SURVEY CONTROL
 MP0158
 MP0158  NAD 83(1986)-  41 13 08.62622(N)    106 41 17.17590(W) AD(       ) 3
 MP0158  NAD 27      -  41 13 08.75600(N)    106 41 15.05900(W) AD(       ) 3
 MP0158  NGVD 29 (??/??/92) 2237.766  (m)         7341.74   (f) ADJ UNCH    2 0
 MP0158
 MP0158.Superseded values are not recommended for survey control.
 MP0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0158.See file dsdata.txt to determine how the superseded data were derived.
 MP0158
 MP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5849664450(NAD 83)
 MP0158_MARKER: DB = BENCH MARK DISK
 MP0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0158_STAMPING: M 24 7342 1934
 MP0158_MARK LOGO: USGS  
 MP0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0158+STABILITY: SURFACE MOTION
 MP0158
 MP0158  HISTORY     - Date     Condition        Report By
 MP0158  HISTORY     - 1934     MONUMENTED       USGS
 MP0158  HISTORY     - 1948     GOOD             CGS
 MP0158  HISTORY     - 1948     GOOD             CGS
 MP0158
 MP0158                          STATION DESCRIPTION
 MP0158
 MP0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MP0158'THE STATION IS LOCATED ABOUT 5.9 MILES AIRLINE EAST OF ENCAMPMENT,
 MP0158'ABOUT 4.8 MILES EAST OF RIVERSIDE, ALONG STATE HIGHWAY 230,
 MP0158'ON THE SUMMIT OF A HILL.
 MP0158'
 MP0158'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK,
 MP0158'IS APPROXIMATELY 1 FOOT LOWER THAN STATION CHEROKEE, 25 FEET WEST
 MP0158'OF THE CENTER LINE OF TRACK ROAD NORTH, 8 FEET NORTH OF
 MP0158'FENCE, A 6X6 CONCRETE POST, PROJECTS 5 INCHES, STAMPED, M 24
 MP0158'7342 1934.
 MP0158
 MP0158                          STATION RECOVERY (1948)
 MP0158
 MP0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 MP0158'5.9 MI E FROM ENCAMPMENT.
 MP0158'5.9 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, 5.8 MILES EAST
 MP0158'OF RIVERSIDE, ALONG THE ROCKY MOUNTAIN HIGHWAY (STATE HIGHWAY 230), ON
 MP0158'THE SUMMIT OF A HIGH HILL, AT THE NORTHWEST END OF A LONG CURVE, 60
 MP0158'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET WEST OF THE
 MP0158'CENTERLINE OF A TRACK ROAD LEADING NORTH, AND 6 FEET NORTH OF A FENCE.
 MP0158'A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 24 1934 7342 AND
 MP0158'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0145 ***********************************************************************
 PX0145  DESIGNATION -  M 25
 PX0145  PID         -  PX0145
 PX0145  STATE/COUNTY-  WY/BIG HORN
 PX0145  USGS QUAD   -  FRANNIE (1966)
 PX0145
 PX0145                         *CURRENT SURVEY CONTROL
 PX0145  ___________________________________________________________________
 PX0145* NAD 83(1986)-  44 52 56.     (N)    108 32 56.     (W)     SCALED    
 PX0145* NAVD 88     -      1231.559  (meters)    4040.54   (feet)  POSTED    
 PX0145  ___________________________________________________________________
 PX0145  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 PX0145  DYNAMIC HT  -        1231.080 (meters)    4038.97  (feet)  COMP
 PX0145  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 PX0145
 PX0145  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PX0145
 PX0145.The horizontal coordinates were scaled from a topographic map and have
 PX0145.an estimated accuracy of +/- 6 seconds.
 PX0145
 PX0145.The orthometric height was determined by differential leveling
 PX0145.and adjusted by the National Geodetic Survey in 1992..
 PX0145.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PX0145.rate of 0.0 thru 1.0 mm/km.
 PX0145
 PX0145.The geoid height was determined by GEOID03.
 PX0145
 PX0145.The dynamic height is computed by dividing the NAVD 88
 PX0145.geopotential number by the normal gravity value computed on the
 PX0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0145.degrees latitude (g = 980.6199 gals.).
 PX0145
 PX0145.The modeled gravity was interpolated from observed gravity values.
 PX0145
 PX0145;                    North         East    Units  Estimated Accuracy
 PX0145;SPC WYEC     -   587,500.      303,970.      MT  (+/- 180 meters Scaled)
 PX0145
 PX0145                          SUPERSEDED SURVEY CONTROL
 PX0145
 PX0145  NGVD 29 (??/??/92) 1230.634  (m)         4037.51   (f) ADJ UNCH    1 2
 PX0145
 PX0145.Superseded values are not recommended for survey control.
 PX0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0145.See file dsdata.txt to determine how the superseded data were derived.
 PX0145
 PX0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ935727(NAD 83)
 PX0145_MARKER: DB = BENCH MARK DISK
 PX0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0145_STAMPING: 4037.236 M 25 1933
 PX0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0145+STABILITY: SURFACE MOTION
 PX0145
 PX0145  HISTORY     - Date     Condition        Report By
 PX0145  HISTORY     - 1933     MONUMENTED       CGS
 PX0145  HISTORY     - 1966     MARK NOT FOUND   USGS
 PX0145
 PX0145                          STATION DESCRIPTION
 PX0145
 PX0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0145'1.8 MI E FROM DEAVER.
 PX0145'1.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PX0145'DEAVER, BIG HORN COUNTY, AT BRIDGE NO. 450.54, 100 FEET NORTH OF THE
 PX0145'TRACK, AND AT THE EAST SIDE OF A ROAD.  A STANDARD DISK, STAMPED
 PX0145'4037.236 M 25 1933 AND SET IN THE TOP OF A CONCRETE POST.
 PX0145
 PX0145                          STATION RECOVERY (1966)
 PX0145
 PX0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0156 ***********************************************************************
 MP0156  DESIGNATION -  M 25
 MP0156  PID         -  MP0156
 MP0156  STATE/COUNTY-  WY/CARBON
 MP0156  USGS QUAD   -  GUNST RESERVOIR (1983)
 MP0156
 MP0156                         *CURRENT SURVEY CONTROL
 MP0156  ___________________________________________________________________
 MP0156* NAD 83(1986)-  41 13 06.     (N)    106 43 52.     (W)     SCALED    
 MP0156* NAVD 88     -      2211.989  (meters)    7257.17   (feet)  ADJUSTED  
 MP0156  ___________________________________________________________________
 MP0156  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 MP0156  DYNAMIC HT  -        2209.949 (meters)    7250.47  (feet)  COMP
 MP0156  MODELED GRAV-     979,621.6   (mgal)                       NAVD 88
 MP0156
 MP0156  VERT ORDER  -  SECOND    CLASS 0
 MP0156
 MP0156.The horizontal coordinates were scaled from a topographic map and have
 MP0156.an estimated accuracy of +/- 6 seconds.
 MP0156
 MP0156.The orthometric height was determined by differential leveling
 MP0156.and adjusted by the National Geodetic Survey in June 1991..
 MP0156
 MP0156.The geoid height was determined by GEOID03.
 MP0156
 MP0156.The dynamic height is computed by dividing the NAVD 88
 MP0156.geopotential number by the normal gravity value computed on the
 MP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0156.degrees latitude (g = 980.6199 gals.).
 MP0156
 MP0156.The modeled gravity was interpolated from observed gravity values.
 MP0156
 MP0156;                    North         East    Units  Estimated Accuracy
 MP0156;SPC WYEC     -   179,940.      450,500.      MT  (+/- 180 meters Scaled)
 MP0156
 MP0156                          SUPERSEDED SURVEY CONTROL
 MP0156
 MP0156  NGVD 29 (??/??/92) 2210.756  (m)         7253.12   (f) ADJ UNCH    2 0
 MP0156
 MP0156.Superseded values are not recommended for survey control.
 MP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0156.See file dsdata.txt to determine how the superseded data were derived.
 MP0156
 MP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF548644(NAD 83)
 MP0156_MARKER: DB = BENCH MARK DISK
 MP0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0156_STAMPING: M 25 7258 1934
 MP0156_MARK LOGO: USGS  
 MP0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0156+STABILITY: SURFACE MOTION
 MP0156
 MP0156  HISTORY     - Date     Condition        Report By
 MP0156  HISTORY     - 1934     MONUMENTED       USGS
 MP0156
 MP0156                          STATION DESCRIPTION
 MP0156
 MP0156'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 MP0156'3.6 MI E FROM ENCAMPMENT.
 MP0156'3.6 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, 0.2 MILE WEST OF
 MP0156'A SIDE ROAD LEADING TO SHACKS SOUTH OF THE MAIN ROAD, 190 FEET
 MP0156'NORTHEAST OF A CORRUGATED-IRON CULVERT AT THE WEST BREAK OF A HILL,
 MP0156'AND 51 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A U.S. GEOLOGICAL
 MP0156'SURVEY STANDARD DISK, STAMPED M 25 1934 AND SET IN THE TOP OF A
 MP0156'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0158 ***********************************************************************
 PX0158  DESIGNATION -  M 26
 PX0158  PID         -  PX0158
 PX0158  STATE/COUNTY-  WY/PARK
 PX0158  USGS QUAD   -  SHOSHONE CANYON (1987)
 PX0158
 PX0158                         *CURRENT SURVEY CONTROL
 PX0158  ___________________________________________________________________
 PX0158* NAD 83(1986)-  44 30 36.     (N)    109 08 31.     (W)     SCALED    
 PX0158* NAVD 88     -      1568.865  (meters)    5147.18   (feet)  ADJUSTED  
 PX0158  ___________________________________________________________________
 PX0158  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 PX0158  DYNAMIC HT  -        1568.075 (meters)    5144.59  (feet)  COMP
 PX0158  MODELED GRAV-     980,059.1   (mgal)                       NAVD 88
 PX0158
 PX0158  VERT ORDER  -  SECOND    CLASS 0
 PX0158
 PX0158.The horizontal coordinates were scaled from a topographic map and have
 PX0158.an estimated accuracy of +/- 6 seconds.
 PX0158
 PX0158.The orthometric height was determined by differential leveling
 PX0158.and adjusted by the National Geodetic Survey in June 1991..
 PX0158
 PX0158.The geoid height was determined by GEOID03.
 PX0158
 PX0158.The dynamic height is computed by dividing the NAVD 88
 PX0158.geopotential number by the normal gravity value computed on the
 PX0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0158.degrees latitude (g = 980.6199 gals.).
 PX0158
 PX0158.The modeled gravity was interpolated from observed gravity values.
 PX0158
 PX0158;                    North         East    Units  Estimated Accuracy
 PX0158;SPC WYWC     -   445,490.      568,840.      MT  (+/- 180 meters Scaled)
 PX0158
 PX0158                          SUPERSEDED SURVEY CONTROL
 PX0158
 PX0158  NGVD 29 (??/??/92) 1567.781  (m)         5143.63   (f) ADJ UNCH    2 0
 PX0158
 PX0158.Superseded values are not recommended for survey control.
 PX0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0158.See file dsdata.txt to determine how the superseded data were derived.
 PX0158
 PX0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ476301(NAD 83)
 PX0158_MARKER: DB = BENCH MARK DISK
 PX0158_SETTING: 66 = SET IN ROCK OUTCROP
 PX0158_SP_SET: STONE SHOULDER
 PX0158_STAMPING: 5143.205 M 26 1933
 PX0158_MARK LOGO: CGS   
 PX0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0158+STABILITY: POSITION/ELEVATION WELL
 PX0158
 PX0158  HISTORY     - Date     Condition        Report By
 PX0158  HISTORY     - 1933     MONUMENTED       CGS
 PX0158  HISTORY     - 1983     MARK NOT FOUND   USGS
 PX0158  HISTORY     - 20000712 MARK NOT FOUND   CGS
 PX0158
 PX0158                          STATION DESCRIPTION
 PX0158
 PX0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0158'4.5 MI W FROM CODY.
 PX0158'4.5 MILES WEST ALONG U.S. HIGHWAY 20 FROM CODY, PARK COUNTY, ABOUT 0.3
 PX0158'MILE NORTHEAST OF A BRIDGE, ABOUT 100 FEET SOUTH OF A CULVERT, IN THE
 PX0158'TOP OF A 3-FOOT STONE SHOULDER, AND MARKED BY A PYRAMID OF LOOSE
 PX0158'STONES.  A STANDARD DISK, STAMPED 5143.205 M 26 1933.
 PX0158
 PX0158                          STATION RECOVERY (1983)
 PX0158
 PX0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0158'MARK NOT FOUND.
 PX0158
 PX0158                          STATION RECOVERY (2000)
 PX0158
 PX0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0158'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0135 ***********************************************************************
 OV0135  DESIGNATION -  M 26
 OV0135  PID         -  OV0135
 OV0135  STATE/COUNTY-  WY/NATRONA
 OV0135  USGS QUAD   -  ARMINTO (1976)
 OV0135
 OV0135                         *CURRENT SURVEY CONTROL
 OV0135  ___________________________________________________________________
 OV0135* NAD 83(1986)-  43 10 45.     (N)    107 17 50.     (W)     SCALED    
 OV0135* NAVD 88     -      1816.586  (meters)    5959.92   (feet)  POSTED    
 OV0135  ___________________________________________________________________
 OV0135  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 OV0135  DYNAMIC HT  -        1815.330 (meters)    5955.80  (feet)  COMP
 OV0135  MODELED GRAV-     979,862.5   (mgal)                       NAVD 88
 OV0135
 OV0135  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0135
 OV0135.The horizontal coordinates were scaled from a topographic map and have
 OV0135.an estimated accuracy of +/- 6 seconds.
 OV0135
 OV0135.The orthometric height was determined by differential leveling
 OV0135.and adjusted by the National Geodetic Survey in 1992..
 OV0135.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0135.rate of 1.1 thru 2.0 mm/km.
 OV0135
 OV0135.The geoid height was determined by GEOID03.
 OV0135
 OV0135.The dynamic height is computed by dividing the NAVD 88
 OV0135.geopotential number by the normal gravity value computed on the
 OV0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0135.degrees latitude (g = 980.6199 gals.).
 OV0135
 OV0135.The modeled gravity was interpolated from observed gravity values.
 OV0135
 OV0135;                    North         East    Units  Estimated Accuracy
 OV0135;SPC WYEC     -   397,560.      402,940.      MT  (+/- 180 meters Scaled)
 OV0135
 OV0135                          SUPERSEDED SURVEY CONTROL
 OV0135
 OV0135  NGVD 29 (??/??/92) 1815.407  (m)         5956.05   (f) ADJ UNCH    1 2
 OV0135
 OV0135.Superseded values are not recommended for survey control.
 OV0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0135.See file dsdata.txt to determine how the superseded data were derived.
 OV0135
 OV0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH132832(NAD 83)
 OV0135_MARKER: DB = BENCH MARK DISK
 OV0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0135_STAMPING: M 26 1934
 OV0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0135+STABILITY: SURFACE MOTION
 OV0135
 OV0135  HISTORY     - Date     Condition        Report By
 OV0135  HISTORY     - 1934     MONUMENTED       CGS
 OV0135
 OV0135                          STATION DESCRIPTION
 OV0135
 OV0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0135'2.0 MI W FROM ARMINTO.
 OV0135'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OV0135'THE STATION AT ARMINTO, NATRONA COUNTY, ABOUT 0.35 MILE WEST OF
 OV0135'MILEPOST 262, ABOUT 770 FEET WEST OF BRIDGE 262.28, 42.0 FEET WEST OF
 OV0135'THE CORNER POST OF THE RIGHT-OF-WAY FENCE AT A CHANGE IN THE
 OV0135'RIGHT-OF-WAY WIDTH, 94.5 FEET SOUTH OF THE SOUTH RAIL, AND 3.0 FEET
 OV0135'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 26 1934
 OV0135'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0311 ***********************************************************************
 MP0311  DESIGNATION -  M 27
 MP0311  PID         -  MP0311
 MP0311  STATE/COUNTY-  WY/CARBON
 MP0311  USGS QUAD   -  BRIDGER PEAK (1983)
 MP0311
 MP0311                         *CURRENT SURVEY CONTROL
 MP0311  ___________________________________________________________________
 MP0311* NAD 83(1986)-  41 09 25.     (N)    107 02 01.     (W)     SCALED    
 MP0311* NAVD 88     -      2772.984  (meters)    9097.70   (feet)  ADJUSTED  
 MP0311  ___________________________________________________________________
 MP0311  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 MP0311  DYNAMIC HT  -        2770.216 (meters)    9088.62  (feet)  COMP
 MP0311  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 MP0311
 MP0311  VERT ORDER  -  SECOND    CLASS 0
 MP0311
 MP0311.The horizontal coordinates were scaled from a topographic map and have
 MP0311.an estimated accuracy of +/- 6 seconds.
 MP0311
 MP0311.The orthometric height was determined by differential leveling
 MP0311.and adjusted by the National Geodetic Survey in June 1991..
 MP0311
 MP0311.The geoid height was determined by GEOID03.
 MP0311
 MP0311.The dynamic height is computed by dividing the NAVD 88
 MP0311.geopotential number by the normal gravity value computed on the
 MP0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0311.degrees latitude (g = 980.6199 gals.).
 MP0311
 MP0311.The modeled gravity was interpolated from observed gravity values.
 MP0311
 MP0311;                    North         East    Units  Estimated Accuracy
 MP0311;SPC WYEC     -   172,990.      425,160.      MT  (+/- 180 meters Scaled)
 MP0311
 MP0311                          SUPERSEDED SURVEY CONTROL
 MP0311
 MP0311  NGVD 29 (??/??/92) 2771.609  (m)         9093.19   (f) ADJ UNCH    2 0
 MP0311
 MP0311.Superseded values are not recommended for survey control.
 MP0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0311.See file dsdata.txt to determine how the superseded data were derived.
 MP0311
 MP0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF293581(NAD 83)
 MP0311_MARKER: DD = SURVEY DISK
 MP0311_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MP0311_SP_SET: UNSPECIFIED ROCK
 MP0311_STAMPING: M 27 1934
 MP0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0311
 MP0311  HISTORY     - Date     Condition        Report By
 MP0311  HISTORY     - 1934     MONUMENTED       USGS
 MP0311
 MP0311                          STATION DESCRIPTION
 MP0311
 MP0311'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 MP0311'16.9 MI W FROM ENCAMPMENT.
 MP0311'16.9 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 3.5 MILES
 MP0311'SOUTHWEST OF THE CONTINENTAL DIVIDE, 5.5 MILES EAST OF COPPERTON, 2.9
 MP0311'MILES WEST OF RAMBLER, 60 FEET EAST OF A ROCK BLUFF, 70 FEET WEST OF
 MP0311'THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A LARGE ROCK.  A U.S.
 MP0311'GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 27 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0010 ***********************************************************************
 NS0010  DESIGNATION -  M 28
 NS0010  PID         -  NS0010
 NS0010  STATE/COUNTY-  WY/FREMONT
 NS0010  USGS QUAD   -  SWEETWATER STATION (1953)
 NS0010
 NS0010                         *CURRENT SURVEY CONTROL
 NS0010  ___________________________________________________________________
 NS0010* NAD 83(1986)-  42 32 54.     (N)    108 08 57.     (W)     SCALED    
 NS0010* NAVD 88     -      2002.008  (meters)    6568.25   (feet)  ADJUSTED  
 NS0010  ___________________________________________________________________
 NS0010  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NS0010  DYNAMIC HT  -        2000.528 (meters)    6563.40  (feet)  COMP
 NS0010  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 NS0010
 NS0010  VERT ORDER  -  SECOND    CLASS 0
 NS0010
 NS0010.The horizontal coordinates were scaled from a topographic map and have
 NS0010.an estimated accuracy of +/- 6 seconds.
 NS0010
 NS0010.The orthometric height was determined by differential leveling
 NS0010.and adjusted by the National Geodetic Survey in June 1991..
 NS0010
 NS0010.The geoid height was determined by GEOID03.
 NS0010
 NS0010.The dynamic height is computed by dividing the NAVD 88
 NS0010.geopotential number by the normal gravity value computed on the
 NS0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0010.degrees latitude (g = 980.6199 gals.).
 NS0010
 NS0010.The modeled gravity was interpolated from observed gravity values.
 NS0010
 NS0010;                    North         East    Units  Estimated Accuracy
 NS0010;SPC WYWC     -   227,660.      649,350.      MT  (+/- 180 meters Scaled)
 NS0010
 NS0010                          SUPERSEDED SURVEY CONTROL
 NS0010
 NS0010  NGVD 29 (??/??/92) 2000.914  (m)         6564.67   (f) ADJ UNCH    2 0
 NS0010
 NS0010.Superseded values are not recommended for survey control.
 NS0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0010.See file dsdata.txt to determine how the superseded data were derived.
 NS0010
 NS0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN340145(NAD 83)
 NS0010_MARKER: DB = BENCH MARK DISK
 NS0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0010_STAMPING: M 28 1934
 NS0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0010+STABILITY: SURFACE MOTION
 NS0010
 NS0010  HISTORY     - Date     Condition        Report By
 NS0010  HISTORY     - 1934     MONUMENTED       CGS
 NS0010
 NS0010                          STATION DESCRIPTION
 NS0010
 NS0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0010'2.1 MI E FROM HUDSON.
 NS0010'2.1 MI EAST ALONG U.S. HIGHWAY 287 FROM SWEETWATER STATION,
 NS0010'FREMONT COUNTY, 1.7 MILES EAST OF THE BRIDGE OVER SWEETWATER RIVER, AT
 NS0010'THE BOTTOM OF A SANDY DRAW, 42.5 FEET NORTH OF THE NORTHEAST END OF A
 NS0010'CAST-IRON PIPE CULVERT, AND 47.5 FEET NORTHWEST OF THE CENTER LINE OF
 NS0010'THE HIGHWAY.  A STANDARD DISK, STAMPED M 28 1934 AND SET IN THE TOP OF
 NS0010'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0140 ***********************************************************************
 MP0140  DESIGNATION -  M 3
 MP0140  PID         -  MP0140
 MP0140  STATE/COUNTY-  WY/CARBON
 MP0140  USGS QUAD   -  RED MOUNTAIN (1983)
 MP0140
 MP0140                         *CURRENT SURVEY CONTROL
 MP0140  ___________________________________________________________________
 MP0140* NAD 83(1986)-  41 09 10.     (N)    106 56 55.     (W)     SCALED    
 MP0140* NAVD 88     -      2860.111  (meters)    9383.55   (feet)  ADJUSTED  
 MP0140  ___________________________________________________________________
 MP0140  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 MP0140  DYNAMIC HT  -        2857.184 (meters)    9373.94  (feet)  COMP
 MP0140  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 MP0140
 MP0140  VERT ORDER  -  SECOND    CLASS 0
 MP0140
 MP0140.The horizontal coordinates were scaled from a topographic map and have
 MP0140.an estimated accuracy of +/- 6 seconds.
 MP0140
 MP0140.The orthometric height was determined by differential leveling
 MP0140.and adjusted by the National Geodetic Survey in June 1991..
 MP0140
 MP0140.The geoid height was determined by GEOID03.
 MP0140
 MP0140.The dynamic height is computed by dividing the NAVD 88
 MP0140.geopotential number by the normal gravity value computed on the
 MP0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0140.degrees latitude (g = 980.6199 gals.).
 MP0140
 MP0140.The modeled gravity was interpolated from observed gravity values.
 MP0140
 MP0140;                    North         East    Units  Estimated Accuracy
 MP0140;SPC WYEC     -   172,560.      432,290.      MT  (+/- 180 meters Scaled)
 MP0140
 MP0140                          SUPERSEDED SURVEY CONTROL
 MP0140
 MP0140  NGVD 29 (??/??/92) 2858.673  (m)         9378.83   (f) ADJ UNCH    2 0
 MP0140
 MP0140.Superseded values are not recommended for survey control.
 MP0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0140.See file dsdata.txt to determine how the superseded data were derived.
 MP0140
 MP0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF364575(NAD 83)
 MP0140_MARKER: DD = SURVEY DISK
 MP0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0140_SP_SET: CULVERT
 MP0140_STAMPING: M 3 1934
 MP0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0140
 MP0140  HISTORY     - Date     Condition        Report By
 MP0140  HISTORY     - 1934     MONUMENTED       USGS
 MP0140
 MP0140                          STATION DESCRIPTION
 MP0140
 MP0140'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 MP0140'10.6 MI W FROM ENCAMPMENT.
 MP0140'10.6 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 2.0 MILES EAST
 MP0140'OF THE CONTINENTAL DIVIDE, 5.0 MILES EAST OF RAMBLER, 4.6 MILES
 MP0140'SOUTHWEST OF ELWOOD, 115 FEET EAST OF A CREEK CROSSING, IN A SADDLE,
 MP0140'90 FEET EAST OF A FORK LEADING EAST TO WILTON PARK, AT A CULVERT, AND
 MP0140'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL.  A U.S. GEOLOGICAL
 MP0140'SURVEY STANDARD DISK, STAMPED M 3 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0166 ***********************************************************************
 NR0166  DESIGNATION -  M 30
 NR0166  PID         -  NR0166
 NR0166  STATE/COUNTY-  WY/CARBON
 NR0166  USGS QUAD   -  SEPARATION RIM (1981)
 NR0166
 NR0166                         *CURRENT SURVEY CONTROL
 NR0166  ___________________________________________________________________
 NR0166* NAD 83(1986)-  42 03 35.     (N)    107 23 24.     (W)     SCALED    
 NR0166* NAVD 88     -      1984.384  (meters)    6510.43   (feet)  ADJUSTED  
 NR0166  ___________________________________________________________________
 NR0166  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 NR0166  DYNAMIC HT  -        1982.756 (meters)    6505.09  (feet)  COMP
 NR0166  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 NR0166
 NR0166  VERT ORDER  -  FIRST     CLASS II
 NR0166
 NR0166.The horizontal coordinates were scaled from a topographic map and have
 NR0166.an estimated accuracy of +/- 6 seconds.
 NR0166
 NR0166.The orthometric height was determined by differential leveling
 NR0166.and adjusted by the National Geodetic Survey in June 1991..
 NR0166
 NR0166.The geoid height was determined by GEOID03.
 NR0166
 NR0166.The dynamic height is computed by dividing the NAVD 88
 NR0166.geopotential number by the normal gravity value computed on the
 NR0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0166.degrees latitude (g = 980.6199 gals.).
 NR0166
 NR0166.The modeled gravity was interpolated from observed gravity values.
 NR0166
 NR0166;                    North         East    Units  Estimated Accuracy
 NR0166;SPC WYEC     -   273,210.      395,310.      MT  (+/- 180 meters Scaled)
 NR0166
 NR0166                          SUPERSEDED SURVEY CONTROL
 NR0166
 NR0166  NGVD 29 (??/??/92) 1983.247  (m)         6506.70   (f) ADJ UNCH    1 2
 NR0166
 NR0166.Superseded values are not recommended for survey control.
 NR0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0166.See file dsdata.txt to determine how the superseded data were derived.
 NR0166
 NR0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG022591(NAD 83)
 NR0166_MARKER: DB = BENCH MARK DISK
 NR0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0166_STAMPING: M 30 1933
 NR0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0166+STABILITY: SURFACE MOTION
 NR0166
 NR0166  HISTORY     - Date     Condition        Report By
 NR0166  HISTORY     - 1933     MONUMENTED       CGS
 NR0166  HISTORY     - 1945     GOOD             NGS
 NR0166  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0166
 NR0166                          STATION DESCRIPTION
 NR0166
 NR0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0166'22.5 MI N FROM RAWLINS.
 NR0166'22.5 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 NR0166'RAWLINS, CARBON COUNTY, 0.3 MILE NORTH OF THE HEAD WALL OF AN 18-INCH
 NR0166'CORRUGATED-IRON PIPE CULVERT, AND 48 FEET EAST OF THE CENTER LINE OF
 NR0166'THE HIGHWAY.  A STANDARD DISK, STAMPED M 30 1933 AND SET IN THE TOP OF
 NR0166'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0166
 NR0166                          STATION RECOVERY (1945)
 NR0166
 NR0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 NR0166'RECOVERED IN GOOD CONDITION.
 NR0166
 NR0166                          STATION RECOVERY (1982)
 NR0166
 NR0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0161 ***********************************************************************
 NR0161  DESIGNATION -  M 31
 NR0161  PID         -  NR0161
 NR0161  STATE/COUNTY-  WY/NATRONA
 NR0161  USGS QUAD   -  SANFORD RANCH (1984)
 NR0161
 NR0161                         *CURRENT SURVEY CONTROL
 NR0161  ___________________________________________________________________
 NR0161* NAD 83(1986)-  42 32 50.     (N)    107 05 25.     (W)     SCALED    
 NR0161* NAVD 88     -      1816.064  (meters)    5958.20   (feet)  ADJUSTED  
 NR0161  ___________________________________________________________________
 NR0161  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 NR0161  DYNAMIC HT  -        1814.839 (meters)    5954.18  (feet)  COMP
 NR0161  MODELED GRAV-     979,881.3   (mgal)                       NAVD 88
 NR0161
 NR0161  VERT ORDER  -  FIRST     CLASS II
 NR0161
 NR0161.The horizontal coordinates were scaled from a topographic map and have
 NR0161.an estimated accuracy of +/- 6 seconds.
 NR0161
 NR0161.The orthometric height was determined by differential leveling
 NR0161.and adjusted by the National Geodetic Survey in June 1991..
 NR0161
 NR0161.The geoid height was determined by GEOID03.
 NR0161
 NR0161.The dynamic height is computed by dividing the NAVD 88
 NR0161.geopotential number by the normal gravity value computed on the
 NR0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0161.degrees latitude (g = 980.6199 gals.).
 NR0161
 NR0161.The modeled gravity was interpolated from observed gravity values.
 NR0161
 NR0161;                    North         East    Units  Estimated Accuracy
 NR0161;SPC WYEC     -   327,390.      419,960.      MT  (+/- 180 meters Scaled)
 NR0161
 NR0161                          SUPERSEDED SURVEY CONTROL
 NR0161
 NR0161  NGVD 29 (??/??/92) 1815.138  (m)         5955.17   (f) ADJ UNCH    1 2
 NR0161
 NR0161.Superseded values are not recommended for survey control.
 NR0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0161.See file dsdata.txt to determine how the superseded data were derived.
 NR0161
 NR0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH283126(NAD 83)
 NR0161_MARKER: DB = BENCH MARK DISK
 NR0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0161_STAMPING: M 31 1933
 NR0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0161+STABILITY: SURFACE MOTION
 NR0161
 NR0161  HISTORY     - Date     Condition        Report By
 NR0161  HISTORY     - 1933     MONUMENTED       CGS
 NR0161  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0161
 NR0161                          STATION DESCRIPTION
 NR0161
 NR0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0161'23.9 MI NE FROM THREE FORKS.
 NR0161'IN NATRONA COUNTY, 23.9 MILES NORTHEAST ALONG STATE HIGHWAY 220 FROM
 NR0161'THREE FORKS, CARBON COUNTY, AT THE JUNCTION OF A ROAD LEADING NORTH,
 NR0161'53.9 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 48 FEET
 NR0161'SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING NORTH.  A STANDARD
 NR0161'DISK, STAMPED M 31 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0161'PROJECTING 6 INCHES ABOVE GROUND.
 NR0161
 NR0161                          STATION RECOVERY (1982)
 NR0161
 NR0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0228 ***********************************************************************
 MO0228  DESIGNATION -  M 311
 MO0228  PID         -  MO0228
 MO0228  STATE/COUNTY-  WY/LARAMIE
 MO0228  USGS QUAD   -  BORIE (1994)
 MO0228
 MO0228                         *CURRENT SURVEY CONTROL
 MO0228  ___________________________________________________________________
 MO0228* NAD 83(1986)-  41 04 49.     (N)    104 53 40.     (W)     SCALED    
 MO0228* NAVD 88     -      1922.784  (meters)    6308.33   (feet)  ADJUSTED  
 MO0228  ___________________________________________________________________
 MO0228  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 MO0228  DYNAMIC HT  -        1921.088 (meters)    6302.77  (feet)  COMP
 MO0228  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 MO0228
 MO0228  VERT ORDER  -  FIRST     CLASS II
 MO0228
 MO0228.The horizontal coordinates were scaled from a topographic map and have
 MO0228.an estimated accuracy of +/- 6 seconds.
 MO0228
 MO0228.The orthometric height was determined by differential leveling
 MO0228.and adjusted by the National Geodetic Survey in June 1991..
 MO0228
 MO0228.The geoid height was determined by GEOID03.
 MO0228
 MO0228.The dynamic height is computed by dividing the NAVD 88
 MO0228.geopotential number by the normal gravity value computed on the
 MO0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0228.degrees latitude (g = 980.6199 gals.).
 MO0228
 MO0228.The modeled gravity was interpolated from observed gravity values.
 MO0228
 MO0228;                    North         East    Units  Estimated Accuracy
 MO0228;SPC WY E     -    64,470.      222,870.      MT  (+/- 180 meters Scaled)
 MO0228
 MO0228                          SUPERSEDED SURVEY CONTROL
 MO0228
 MO0228  NGVD 29 (??/??/92) 1921.727  (m)         6304.87   (f) ADJ UNCH    1 2
 MO0228
 MO0228.Superseded values are not recommended for survey control.
 MO0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0228.See file dsdata.txt to determine how the superseded data were derived.
 MO0228
 MO0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF088476(NAD 83)
 MO0228_MARKER: DB = BENCH MARK DISK
 MO0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0228_STAMPING: M 311 1939
 MO0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0228+STABILITY: SURFACE MOTION
 MO0228
 MO0228  HISTORY     - Date     Condition        Report By
 MO0228  HISTORY     - 1939     MONUMENTED       CGS
 MO0228  HISTORY     - 1956     MARK NOT FOUND   NGS
 MO0228
 MO0228                          STATION DESCRIPTION
 MO0228
 MO0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0228'1.9 MI N FROM SPEER.
 MO0228'1.9 MILES N ALONG THE UNION PACIFIC RR FROM THE SECTION HOUSE
 MO0228'AT SPEER, LARAMIE COUNTY, 8 POLES S OF MILEPOST 100, AT A
 MO0228'ROAD CROSSING, 84 FEET E OF THE CENTERLINE OF THE TRACK, 60 FEET
 MO0228'S OF THE CENTERLINE OF THE ROAD, 15 FEET W OF THE RIGHT-OF-WAY
 MO0228'FENCE.  9 FEET S OF A POLE, AND 3.5 FEET N OF A WHITE WOODEN
 MO0228'WITNESS POST.  A STANDARD DISK, STAMPED M 311 1939 AND SET IN
 MO0228'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0021 ***********************************************************************
 OX0021  DESIGNATION -  M 312
 OX0021  PID         -  OX0021
 OX0021  STATE/COUNTY-  WY/TETON
 OX0021  USGS QUAD   -  GRIZZLY LAKE (1996)
 OX0021
 OX0021                         *CURRENT SURVEY CONTROL
 OX0021  ___________________________________________________________________
 OX0021* NAD 83(1986)-  43 37 11.     (N)    110 28 14.     (W)     SCALED    
 OX0021* NAVD 88     -      2160.802  (meters)    7089.23   (feet)  ADJUSTED  
 OX0021  ___________________________________________________________________
 OX0021  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 OX0021  DYNAMIC HT  -        2159.207 (meters)    7084.00  (feet)  COMP
 OX0021  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 OX0021
 OX0021  VERT ORDER  -  SECOND    CLASS 0
 OX0021
 OX0021.The horizontal coordinates were scaled from a topographic map and have
 OX0021.an estimated accuracy of +/- 6 seconds.
 OX0021
 OX0021.The orthometric height was determined by differential leveling
 OX0021.and adjusted by the National Geodetic Survey in June 1991..
 OX0021
 OX0021.The geoid height was determined by GEOID03.
 OX0021
 OX0021.The dynamic height is computed by dividing the NAVD 88
 OX0021.geopotential number by the normal gravity value computed on the
 OX0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0021.degrees latitude (g = 980.6199 gals.).
 OX0021
 OX0021.The modeled gravity was interpolated from observed gravity values.
 OX0021
 OX0021;                    North         East    Units  Estimated Accuracy
 OX0021;SPC WY W     -   446,570.      768,750.      MT  (+/- 180 meters Scaled)
 OX0021
 OX0021                          SUPERSEDED SURVEY CONTROL
 OX0021
 OX0021  NGVD 29 (??/??/92) 2159.346  (m)         7084.45   (f) ADJ UNCH    2 0
 OX0021
 OX0021.Superseded values are not recommended for survey control.
 OX0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0021.See file dsdata.txt to determine how the superseded data were derived.
 OX0021
 OX0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP427297(NAD 83)
 OX0021_MARKER: DB = BENCH MARK DISK
 OX0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0021_STAMPING: M 312 1946
 OX0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0021+STABILITY: SURFACE MOTION
 OX0021
 OX0021  HISTORY     - Date     Condition        Report By
 OX0021  HISTORY     - 1946     MONUMENTED       CGS
 OX0021  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0021
 OX0021                          STATION DESCRIPTION
 OX0021
 OX0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0021'10.7 MI E FROM KELLY.
 OX0021'ALONG GROS VENTRE RIVER ROAD, ABOUT 10.7 MILES EAST OF KELLY POST
 OX0021'OFFICE (BY ROAD), SET IN CONCRETE POST 12 FEET SOUTHWEST OF CENTER
 OX0021'LINE OF ROAD, 38 FEET SOUTHEAST OF SOUTHWEST END OF IRON PIPE CULVERT
 OX0021'UNDER ROAD, 1 FOOT NORTHEAST OF RAIL FENCE.
 OX0021
 OX0021                          STATION RECOVERY (1965)
 OX0021
 OX0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0149 ***********************************************************************
 OX0149  DESIGNATION -  M 313
 OX0149  PID         -  OX0149
 OX0149  STATE/COUNTY-  WY/LINCOLN
 OX0149  USGS QUAD   -  PINE CREEK (1996)
 OX0149
 OX0149                         *CURRENT SURVEY CONTROL
 OX0149  ___________________________________________________________________
 OX0149* NAD 83(1986)-  43 07 54.     (N)    110 51 56.     (W)     SCALED    
 OX0149* NAVD 88     -      1863.730  (meters)    6114.59   (feet)  ADJUSTED  
 OX0149  ___________________________________________________________________
 OX0149  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OX0149  DYNAMIC HT  -        1862.441 (meters)    6110.36  (feet)  COMP
 OX0149  MODELED GRAV-     979,862.7   (mgal)                       NAVD 88
 OX0149
 OX0149  VERT ORDER  -  SECOND    CLASS 0
 OX0149
 OX0149.The horizontal coordinates were scaled from a topographic map and have
 OX0149.an estimated accuracy of +/- 6 seconds.
 OX0149
 OX0149.The orthometric height was determined by differential leveling
 OX0149.and adjusted by the National Geodetic Survey in June 1991..
 OX0149
 OX0149.The geoid height was determined by GEOID03.
 OX0149
 OX0149.The dynamic height is computed by dividing the NAVD 88
 OX0149.geopotential number by the normal gravity value computed on the
 OX0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0149.degrees latitude (g = 980.6199 gals.).
 OX0149
 OX0149.The modeled gravity was interpolated from observed gravity values.
 OX0149
 OX0149;                    North         East    Units  Estimated Accuracy
 OX0149;SPC WY W     -   392,580.      736,360.      MT  (+/- 180 meters Scaled)
 OX0149
 OX0149                          SUPERSEDED SURVEY CONTROL
 OX0149
 OX0149  NGVD 29 (??/??/92) 1862.445  (m)         6110.37   (f) ADJ UNCH    2 0
 OX0149
 OX0149.Superseded values are not recommended for survey control.
 OX0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0149.See file dsdata.txt to determine how the superseded data were derived.
 OX0149
 OX0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN109754(NAD 83)
 OX0149_MARKER: DB = BENCH MARK DISK
 OX0149_SETTING: 80 = SET IN A BOULDER
 OX0149_SP_SET: BOULDER
 OX0149_STAMPING: M 313 1946
 OX0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0149+STABILITY: SURFACE MOTION
 OX0149
 OX0149  HISTORY     - Date     Condition        Report By
 OX0149  HISTORY     - 1946     MONUMENTED       CGS
 OX0149  HISTORY     - 1965     GOOD             NGS
 OX0149
 OX0149                          STATION DESCRIPTION
 OX0149
 OX0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0149'11.8 MI SE FROM ALPINE.
 OX0149'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0149'THENCE ABOUT 10.2 MILES SOUTHEAST ALONG GREYS RIVER ROAD, ABOUT 240
 OX0149'FEET NORTHWEST OF A SMALL CULVERT, ABOUT 175 FEET NORTH OF A SMALL
 OX0149'CREEK, 60 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 18 FEET SOUTH
 OX0149'OF A SMALL TRIANGLE-BLAZED PINE TREE, AND SET IN THE TOP OF A
 OX0149'SANDSTONE BOULDER ABOUT 1 FOOT ABOVE THE GROUND.
 OX0149
 OX0149                          STATION RECOVERY (1965)
 OX0149
 OX0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0090 ***********************************************************************
 NT0090  DESIGNATION -  M 314
 NT0090  PID         -  NT0090
 NT0090  STATE/COUNTY-  WY/LINCOLN
 NT0090  USGS QUAD   -  PARK CREEK (1980)
 NT0090
 NT0090                         *CURRENT SURVEY CONTROL
 NT0090  ___________________________________________________________________
 NT0090* NAD 83(1986)-  42 49 17.     (N)    110 41 21.     (W)     SCALED    
 NT0090* NAVD 88     -      2117.549  (meters)    6947.33   (feet)  ADJUSTED  
 NT0090  ___________________________________________________________________
 NT0090  GEOID HEIGHT-         -10.37  (meters)                     GEOID03
 NT0090  DYNAMIC HT  -        2115.945 (meters)    6942.06  (feet)  COMP
 NT0090  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 NT0090
 NT0090  VERT ORDER  -  SECOND    CLASS 0
 NT0090
 NT0090.The horizontal coordinates were scaled from a topographic map and have
 NT0090.an estimated accuracy of +/- 6 seconds.
 NT0090
 NT0090.The orthometric height was determined by differential leveling
 NT0090.and adjusted by the National Geodetic Survey in June 1991..
 NT0090
 NT0090.The geoid height was determined by GEOID03.
 NT0090
 NT0090.The dynamic height is computed by dividing the NAVD 88
 NT0090.geopotential number by the normal gravity value computed on the
 NT0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0090.degrees latitude (g = 980.6199 gals.).
 NT0090
 NT0090.The modeled gravity was interpolated from observed gravity values.
 NT0090
 NT0090;                    North         East    Units  Estimated Accuracy
 NT0090;SPC WY W     -   357,990.      750,460.      MT  (+/- 180 meters Scaled)
 NT0090
 NT0090                          SUPERSEDED SURVEY CONTROL
 NT0090
 NT0090  NGVD 29 (??/??/92) 2116.192  (m)         6942.87   (f) ADJ UNCH    2 0
 NT0090
 NT0090.Superseded values are not recommended for survey control.
 NT0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0090.See file dsdata.txt to determine how the superseded data were derived.
 NT0090
 NT0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN254410(NAD 83)
 NT0090_MARKER: DB = BENCH MARK DISK
 NT0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0090_STAMPING: M 314 1946
 NT0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0090+STABILITY: SURFACE MOTION
 NT0090
 NT0090  HISTORY     - Date     Condition        Report By
 NT0090  HISTORY     - 1946     MONUMENTED       CGS
 NT0090  HISTORY     - 1974     MARK NOT FOUND   NGS
 NT0090
 NT0090                          STATION DESCRIPTION
 NT0090
 NT0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0090'38.0 MI SE FROM ALPINE.
 NT0090'1.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0090'THENCE ABOUT 36.4 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 0.1 MILE
 NT0090'SOUTHWEST OF A SIGN POINTING WEST TO ELK CREEK, 66 FEET SOUTH OF A
 NT0090'GROUND OF 6 COTTONWOOD TREES, 33 FEET WEST OF THE CENTER LINE OF THE
 NT0090'ROAD, ABOUT 3 FEET BELOW THE ROAD LEVEL, 3 FEET WEST OF A WITNESS
 NT0090'POST, AND SET IN TOP OF A CONCRETE POST.
 NT0090
 NT0090                          STATION RECOVERY (1974)
 NT0090
 NT0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NT0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0115 ***********************************************************************
 NT0115  DESIGNATION -  M 315
 NT0115  PID         -  NT0115
 NT0115  STATE/COUNTY-  WY/LINCOLN
 NT0115  USGS QUAD   -  POISON MEADOWS (1980)
 NT0115
 NT0115                         *CURRENT SURVEY CONTROL
 NT0115  ___________________________________________________________________
 NT0115* NAD 83(1986)-  42 32 52.     (N)    110 43 20.     (W)     SCALED    
 NT0115* NAVD 88     -      2674.242  (meters)    8773.74   (feet)  ADJUSTED  
 NT0115  ___________________________________________________________________
 NT0115  GEOID HEIGHT-         -10.91  (meters)                     GEOID03
 NT0115  DYNAMIC HT  -        2671.908 (meters)    8766.08  (feet)  COMP
 NT0115  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 NT0115
 NT0115  VERT ORDER  -  SECOND    CLASS 0
 NT0115
 NT0115.The horizontal coordinates were scaled from a topographic map and have
 NT0115.an estimated accuracy of +/- 6 seconds.
 NT0115
 NT0115.The orthometric height was determined by differential leveling
 NT0115.and adjusted by the National Geodetic Survey in June 1991..
 NT0115
 NT0115.The geoid height was determined by GEOID03.
 NT0115
 NT0115.The dynamic height is computed by dividing the NAVD 88
 NT0115.geopotential number by the normal gravity value computed on the
 NT0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0115.degrees latitude (g = 980.6199 gals.).
 NT0115
 NT0115.The modeled gravity was interpolated from observed gravity values.
 NT0115
 NT0115;                    North         East    Units  Estimated Accuracy
 NT0115;SPC WY W     -   327,620.      747,530.      MT  (+/- 180 meters Scaled)
 NT0115
 NT0115                          SUPERSEDED SURVEY CONTROL
 NT0115
 NT0115  NGVD 29 (??/??/92) 2672.700  (m)         8768.68   (f) ADJ UNCH    2 0
 NT0115
 NT0115.Superseded values are not recommended for survey control.
 NT0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0115.See file dsdata.txt to determine how the superseded data were derived.
 NT0115
 NT0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN228106(NAD 83)
 NT0115_MARKER: DB = BENCH MARK DISK
 NT0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0115_STAMPING: M 315 1946
 NT0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0115+STABILITY: SURFACE MOTION
 NT0115
 NT0115  HISTORY     - Date     Condition        Report By
 NT0115  HISTORY     - 1946     MONUMENTED       CGS
 NT0115
 NT0115                          STATION DESCRIPTION
 NT0115
 NT0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0115'27.2 MI E FROM SMOOT.
 NT0115'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0115'THENCE ABOUT 20.2 MILES EASTERLY ALONG GREYS RIVER ROAD, AT THE
 NT0115'EXTREME SOUTHEAST END OF A SMALL FLAT BETWEEN THE ROAD AND LABARGE
 NT0115'CREEK, DIRECTLY SOUTHWEST FROM A SMALL RAVINE ON THE NORTHWEST SIDE OF
 NT0115'LABARGE CREEK, 45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 39
 NT0115'FEET SOUTHWEST OF THE WEST BANK OF LABARGE CREEK, ABOUT 4 FEET BELOW
 NT0115'THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 NT0115'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0147 ***********************************************************************
 NT0147  DESIGNATION -  M 316
 NT0147  PID         -  NT0147
 NT0147  STATE/COUNTY-  WY/LINCOLN
 NT0147  USGS QUAD   -  SMOOT (1980)
 NT0147
 NT0147                         *CURRENT SURVEY CONTROL
 NT0147  ___________________________________________________________________
 NT0147* NAD 83(1986)-  42 33 27.     (N)    110 53 41.     (W)     SCALED    
 NT0147* NAVD 88     -      2094.864  (meters)    6872.90   (feet)  ADJUSTED  
 NT0147  ___________________________________________________________________
 NT0147  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 NT0147  DYNAMIC HT  -        2093.238 (meters)    6867.56  (feet)  COMP
 NT0147  MODELED GRAV-     979,770.1   (mgal)                       NAVD 88
 NT0147
 NT0147  VERT ORDER  -  SECOND    CLASS 0
 NT0147
 NT0147.The horizontal coordinates were scaled from a topographic map and have
 NT0147.an estimated accuracy of +/- 6 seconds.
 NT0147
 NT0147.The orthometric height was determined by differential leveling
 NT0147.and adjusted by the National Geodetic Survey in June 1991..
 NT0147
 NT0147.The geoid height was determined by GEOID03.
 NT0147
 NT0147.The dynamic height is computed by dividing the NAVD 88
 NT0147.geopotential number by the normal gravity value computed on the
 NT0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0147.degrees latitude (g = 980.6199 gals.).
 NT0147
 NT0147.The modeled gravity was interpolated from observed gravity values.
 NT0147
 NT0147;                    North         East    Units  Estimated Accuracy
 NT0147;SPC WY W     -   328,820.      733,370.      MT  (+/- 180 meters Scaled)
 NT0147
 NT0147                          SUPERSEDED SURVEY CONTROL
 NT0147
 NT0147  NGVD 29 (??/??/92) 2093.502  (m)         6868.43   (f) ADJ UNCH    2 0
 NT0147
 NT0147.Superseded values are not recommended for survey control.
 NT0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0147.See file dsdata.txt to determine how the superseded data were derived.
 NT0147
 NT0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN086116(NAD 83)
 NT0147_MARKER: DB = BENCH MARK DISK
 NT0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0147_SP_SET: CULVERT
 NT0147_STAMPING: M 316 1946
 NT0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0147
 NT0147  HISTORY     - Date     Condition        Report By
 NT0147  HISTORY     - 1946     MONUMENTED       CGS
 NT0147
 NT0147                          STATION DESCRIPTION
 NT0147
 NT0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0147'4.9 MI S FROM SMOOT.
 NT0147'4.9 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0147'LINCOLN COUNTY, 85 FEET EAST OF A STEEL GATE ON THE WEST SIDE OF THE
 NT0147'HIGHWAY, 48 FEET SOUTHWEST OF A STEEL GATE ON THE EAST SIDE OF THE
 NT0147'HIGHWAY, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT A CONCRETE
 NT0147'IRRIGATION-DITCH CULVERT, AND IN THE TOP OF THE EAST HEADWALL. A
 NT0147'STANDARD DISK, STAMPED M 316 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0708 ***********************************************************************
 MO0708  DESIGNATION -  M 318
 MO0708  PID         -  MO0708
 MO0708  STATE/COUNTY-  WY/ALBANY
 MO0708  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO0708
 MO0708                         *CURRENT SURVEY CONTROL
 MO0708  ___________________________________________________________________
 MO0708* NAD 83(1986)-  41 41 38.     (N)    105 52 03.     (W)     SCALED    
 MO0708* NAVD 88     -      2168.936  (meters)    7115.92   (feet)  ADJUSTED  
 MO0708  ___________________________________________________________________
 MO0708  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 MO0708  DYNAMIC HT  -        2167.100 (meters)    7109.89  (feet)  COMP
 MO0708  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 MO0708
 MO0708  VERT ORDER  -  FIRST     CLASS II
 MO0708
 MO0708.The horizontal coordinates were scaled from a topographic map and have
 MO0708.an estimated accuracy of +/- 6 seconds.
 MO0708
 MO0708.The orthometric height was determined by differential leveling
 MO0708.and adjusted by the National Geodetic Survey in June 1991..
 MO0708
 MO0708.The geoid height was determined by GEOID03.
 MO0708
 MO0708.The dynamic height is computed by dividing the NAVD 88
 MO0708.geopotential number by the normal gravity value computed on the
 MO0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0708.degrees latitude (g = 980.6199 gals.).
 MO0708
 MO0708.The modeled gravity was interpolated from observed gravity values.
 MO0708
 MO0708;                    North         East    Units  Estimated Accuracy
 MO0708;SPC WY E     -   132,820.      141,660.      MT  (+/- 180 meters Scaled)
 MO0708
 MO0708                          SUPERSEDED SURVEY CONTROL
 MO0708
 MO0708  NGVD 29 (??/??/92) 2167.858  (m)         7112.38   (f) ADJ UNCH    1 2
 MO0708
 MO0708.Superseded values are not recommended for survey control.
 MO0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0708.See file dsdata.txt to determine how the superseded data were derived.
 MO0708
 MO0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG278161(NAD 83)
 MO0708_MARKER: DB = BENCH MARK DISK
 MO0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0708_STAMPING: M 318 1947
 MO0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0708+STABILITY: SURFACE MOTION
 MO0708
 MO0708  HISTORY     - Date     Condition        Report By
 MO0708  HISTORY     - 1947     MONUMENTED       CGS
 MO0708  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0708
 MO0708                          STATION DESCRIPTION
 MO0708
 MO0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0708'3.9 MI NW FROM LOOKOUT.
 MO0708'3.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0708'STATION AT LOOKOUT, 10 1/2 POLES SOUTHEAST OF MILEPOST 598,
 MO0708'422.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF AN OFFSET
 MO0708'IN THE RIGHT-OF-WAY FENCE ON THE NORTHEAST SIDE OF THE TRACK,
 MO0708'118.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 MO0708'TRACK AND 2 FEET LOWER, 3.0 FEET SOUTHEAST OF A REFERENCE POST,
 MO0708'2.2 FEET SOUTHWEST OF A FENCE, AT THE SOUTHEAST END OF A DIRT
 MO0708'FILL AND APPROXIMATELY 40 YARDS NORTHWEST OF THE NORTHWEST
 MO0708'END OF A RAILWAY CUT, SET IN THE TOP OF A CONCRETE POST AND
 MO0708'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MO0708
 MO0708                          STATION RECOVERY (1983)
 MO0708
 MO0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0210 ***********************************************************************
 MP0210  DESIGNATION -  M 319
 MP0210  PID         -  MP0210
 MP0210  STATE/COUNTY-  WY/CARBON
 MP0210  USGS QUAD   -  FORT STEELE (1971)
 MP0210
 MP0210                         *CURRENT SURVEY CONTROL
 MP0210  ___________________________________________________________________
 MP0210* NAD 83(1986)-  41 46 47.     (N)    106 59 58.     (W)     SCALED    
 MP0210* NAVD 88     -      2007.447  (meters)    6586.10   (feet)  ADJUSTED  
 MP0210  ___________________________________________________________________
 MP0210  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 MP0210  DYNAMIC HT  -        2005.769 (meters)    6580.59  (feet)  COMP
 MP0210  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 MP0210
 MP0210  VERT ORDER  -  FIRST     CLASS II
 MP0210
 MP0210.The horizontal coordinates were scaled from a topographic map and have
 MP0210.an estimated accuracy of +/- 6 seconds.
 MP0210
 MP0210.The orthometric height was determined by differential leveling
 MP0210.and adjusted by the National Geodetic Survey in June 1991..
 MP0210
 MP0210.The geoid height was determined by GEOID03.
 MP0210
 MP0210.The dynamic height is computed by dividing the NAVD 88
 MP0210.geopotential number by the normal gravity value computed on the
 MP0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0210.degrees latitude (g = 980.6199 gals.).
 MP0210
 MP0210.The modeled gravity was interpolated from observed gravity values.
 MP0210
 MP0210;                    North         East    Units  Estimated Accuracy
 MP0210;SPC WYEC     -   242,170.      427,760.      MT  (+/- 180 meters Scaled)
 MP0210
 MP0210                          SUPERSEDED SURVEY CONTROL
 MP0210
 MP0210  NGVD 29 (06/08/92) 2006.317  (m)         6582.39   (f) ADJUSTED    1 2
 MP0210
 MP0210.Superseded values are not recommended for survey control.
 MP0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0210.See file dsdata.txt to determine how the superseded data were derived.
 MP0210
 MP0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG338272(NAD 83)
 MP0210_MARKER: P = PIPE CAP
 MP0210_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0210_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0210_STAMPING: M 319 1947
 MP0210_MARK LOGO: USGS  
 MP0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0210
 MP0210  HISTORY     - Date     Condition        Report By
 MP0210  HISTORY     - 1947     MONUMENTED       USGS
 MP0210  HISTORY     - 1983     GOOD             NGS
 MP0210
 MP0210                          STATION DESCRIPTION
 MP0210
 MP0210'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MP0210'2.6 MI W FROM FORT STEELE.
 MP0210'2.6 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE ELEMENTARY
 MP0210'SCHOOL AT FORT STEELE, 491.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MP0210'TRACK AT A POINT 14 POLES WEST OF MILEPOST 670, 20.8 FEET NORTH OF A
 MP0210'REFERENCE POST, 7.0 FEET NORTH OF THE CENTER LINE OF A RIDGE ROAD, ON
 MP0210'TOP OF A PROMINENT RIDGE, A U.S.G.S. CAP RIVETED ON TOP OF A 3 1/2
 MP0210'INCH IRON PIPE AND PROJECTS 1.0 FOOT ABOVE THE GROUND.
 MP0210
 MP0210                          STATION RECOVERY (1983)
 MP0210
 MP0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0210'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.5 KM (5.9 MI)
 MP0210'EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN SINCLAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0032 ***********************************************************************
 NR0032  DESIGNATION -  M 32
 NR0032  PID         -  NR0032
 NR0032  STATE/COUNTY-  WY/NATRONA
 NR0032  USGS QUAD   -  CASPER (1984)
 NR0032
 NR0032                         *CURRENT SURVEY CONTROL
 NR0032  ___________________________________________________________________
 NR0032* NAD 83(1986)-  42 50 43.     (N)    106 21 27.     (W)     SCALED    
 NR0032* NAVD 88     -      1562.416  (meters)    5126.03   (feet)  ADJUSTED  
 NR0032  ___________________________________________________________________
 NR0032  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 NR0032  DYNAMIC HT  -        1561.448 (meters)    5122.85  (feet)  COMP
 NR0032  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 NR0032
 NR0032  VERT ORDER  -  FIRST     CLASS II
 NR0032
 NR0032.The horizontal coordinates were scaled from a topographic map and have
 NR0032.an estimated accuracy of +/- 6 seconds.
 NR0032
 NR0032.The orthometric height was determined by differential leveling
 NR0032.and adjusted by the National Geodetic Survey in June 1991..
 NR0032
 NR0032.The geoid height was determined by GEOID03.
 NR0032
 NR0032.The dynamic height is computed by dividing the NAVD 88
 NR0032.geopotential number by the normal gravity value computed on the
 NR0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0032.degrees latitude (g = 980.6199 gals.).
 NR0032
 NR0032.The modeled gravity was interpolated from observed gravity values.
 NR0032
 NR0032;                    North         East    Units  Estimated Accuracy
 NR0032;SPC WYEC     -   360,930.      479,770.      MT  (+/- 180 meters Scaled)
 NR0032
 NR0032                          SUPERSEDED SURVEY CONTROL
 NR0032
 NR0032  NGVD 29 (??/??/92) 1561.549  (m)         5123.18   (f) ADJ UNCH    1 2
 NR0032
 NR0032.Superseded values are not recommended for survey control.
 NR0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0032.See file dsdata.txt to determine how the superseded data were derived.
 NR0032
 NR0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH890445(NAD 83)
 NR0032_MARKER: DB = BENCH MARK DISK
 NR0032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NR0032_SP_SET: BRIDGE CURB
 NR0032_STAMPING: M 32 1933
 NR0032_MARK LOGO: CGS   
 NR0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0032
 NR0032  HISTORY     - Date     Condition        Report By
 NR0032  HISTORY     - 1933     MONUMENTED       CGS
 NR0032  HISTORY     - 1972     POOR             NGS
 NR0032  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0032  HISTORY     - 1985     GOOD             NGS
 NR0032
 NR0032                          STATION DESCRIPTION
 NR0032
 NR0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0032'1.8 MI W FROM CASPER.
 NR0032'1.8 MILES WEST ALONG U.S. HIGHWAY 87 FROM CASPER, NATRONA COUNTY, AT
 NR0032'THE CONCRETE BRIDGE OVER NORTH PLATTE RIVER, 4 FEET SOUTH OF THE NORTH
 NR0032'END, AND IN THE TOP OF THE EAST CURB.  A STANDARD DISK, STAMPED M 32
 NR0032'1933.  NOTE-- USE WITH CAUTION.
 NR0032
 NR0032                          STATION RECOVERY (1972)
 NR0032
 NR0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NR0032'MARK RECOVERED IN POOR CONDITION.
 NR0032
 NR0032                          STATION RECOVERY (1982)
 NR0032
 NR0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0032'MARK NOT FOUND.
 NR0032
 NR0032                          STATION RECOVERY (1985)
 NR0032
 NR0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NR0032'RECOVERED IN GOOD CONDITION.  EXCEPT THE BRIDGE DESCRIBED IS NOW
 NR0032'ABANDONED. NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0449 ***********************************************************************
 MO0449  DESIGNATION -  M 320
 MO0449  PID         -  MO0449
 MO0449  STATE/COUNTY-  WY/LARAMIE
 MO0449  USGS QUAD   -  EMKAY (1978)
 MO0449
 MO0449                         *CURRENT SURVEY CONTROL
 MO0449  ___________________________________________________________________
 MO0449* NAD 83(1986)-  41 05 57.     (N)    105 06 24.     (W)     SCALED    
 MO0449* NAVD 88     -      2164.157  (meters)    7100.24   (feet)  ADJUSTED  
 MO0449  ___________________________________________________________________
 MO0449  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 MO0449  DYNAMIC HT  -        2162.192 (meters)    7093.79  (feet)  COMP
 MO0449  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 MO0449
 MO0449  VERT ORDER  -  FIRST     CLASS II
 MO0449
 MO0449.The horizontal coordinates were scaled from a topographic map and have
 MO0449.an estimated accuracy of +/- 6 seconds.
 MO0449
 MO0449.The orthometric height was determined by differential leveling
 MO0449.and adjusted by the National Geodetic Survey in June 1991..
 MO0449
 MO0449.The geoid height was determined by GEOID03.
 MO0449
 MO0449.The dynamic height is computed by dividing the NAVD 88
 MO0449.geopotential number by the normal gravity value computed on the
 MO0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0449.degrees latitude (g = 980.6199 gals.).
 MO0449
 MO0449.The modeled gravity was interpolated from observed gravity values.
 MO0449
 MO0449;                    North         East    Units  Estimated Accuracy
 MO0449;SPC WY E     -    66,540.      205,040.      MT  (+/- 180 meters Scaled)
 MO0449
 MO0449                          SUPERSEDED SURVEY CONTROL
 MO0449
 MO0449  NGVD 29 (06/08/92) 2163.048  (m)         7096.60   (f) ADJUSTED    1 2
 MO0449
 MO0449.Superseded values are not recommended for survey control.
 MO0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0449.See file dsdata.txt to determine how the superseded data were derived.
 MO0449
 MO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF910497(NAD 83)
 MO0449_MARKER: DB = BENCH MARK DISK
 MO0449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0449_STAMPING: M 320 1947
 MO0449_MARK LOGO: CGS   
 MO0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0449+STABILITY: POSITION/ELEVATION WELL
 MO0449
 MO0449  HISTORY     - Date     Condition        Report By
 MO0449  HISTORY     - 1947     MONUMENTED       CGS
 MO0449  HISTORY     - 1956     GOOD             NGS
 MO0449  HISTORY     - 1983     GOOD             NGS
 MO0449  HISTORY     - 1985     GOOD             DMA
 MO0449
 MO0449                          STATION DESCRIPTION
 MO0449
 MO0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0449'1.9 MI W FROM OTTO.
 MO0449'1.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0449'SIGN AT OTTO, 11.4 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MO0449'TRACK, 0.25 MILE EAST OF MILEPOST 526, 1 FOOT BELOW THE TOP
 MO0449'OF THE RAILS, AT THE OVERPASS AT U.S. HIGHWAY 30, 0.2 FOOT
 MO0449'EAST OF THE EAST SIDE OF THE WEST ONE OF TWO CONCRETE PIERS
 MO0449'WHICH ARE ON THE NORTH SIDE OF THE TRACK, SET IN THE TOP OF
 MO0449'THE WEST END OF THE CONCRETE CONNECTION LINK BETWEEN THE TWO
 MO0449'PIERS, IN SECTION 15, TOWNSHIP 13 NORTH, RANGE 69 WEST.
 MO0449
 MO0449                          STATION RECOVERY (1983)
 MO0449
 MO0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0449'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0449'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0449'80 IN CHEYENNE, THENCE 26.5 KM (16.45 MI) WESTERLY ALONG THE UNION
 MO0449'PACIFIC RAILROAD.
 MO0449
 MO0449                          STATION RECOVERY (1985)
 MO0449
 MO0449'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0721 ***********************************************************************
 MO0721  DESIGNATION -  M 321
 MO0721  PID         -  MO0721
 MO0721  STATE/COUNTY-  WY/ALBANY
 MO0721  USGS QUAD   -  WILCOX (1981)
 MO0721
 MO0721                         *CURRENT SURVEY CONTROL
 MO0721  ___________________________________________________________________
 MO0721* NAD 83(1986)-  41 47 07.     (N)    105 57 40.     (W)     SCALED    
 MO0721* NAVD 88     -      2106.560  (meters)    6911.27   (feet)  ADJUSTED  
 MO0721  ___________________________________________________________________
 MO0721  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 MO0721  DYNAMIC HT  -        2104.790 (meters)    6905.47  (feet)  COMP
 MO0721  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 MO0721
 MO0721  VERT ORDER  -  FIRST     CLASS II
 MO0721
 MO0721.The horizontal coordinates were scaled from a topographic map and have
 MO0721.an estimated accuracy of +/- 6 seconds.
 MO0721
 MO0721.The orthometric height was determined by differential leveling
 MO0721.and adjusted by the National Geodetic Survey in June 1991..
 MO0721
 MO0721.The geoid height was determined by GEOID03.
 MO0721
 MO0721.The dynamic height is computed by dividing the NAVD 88
 MO0721.geopotential number by the normal gravity value computed on the
 MO0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0721.degrees latitude (g = 980.6199 gals.).
 MO0721
 MO0721.The modeled gravity was interpolated from observed gravity values.
 MO0721
 MO0721;                    North         East    Units  Estimated Accuracy
 MO0721;SPC WY E     -   143,040.      133,960.      MT  (+/- 180 meters Scaled)
 MO0721
 MO0721                          SUPERSEDED SURVEY CONTROL
 MO0721
 MO0721  NGVD 29 (??/??/92) 2105.472  (m)         6907.70   (f) ADJ UNCH    1 2
 MO0721
 MO0721.Superseded values are not recommended for survey control.
 MO0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0721.See file dsdata.txt to determine how the superseded data were derived.
 MO0721
 MO0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG201263(NAD 83)
 MO0721_MARKER: DB = BENCH MARK DISK
 MO0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0721_STAMPING: M 321 1947
 MO0721_MARK LOGO: CGS   
 MO0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0721+STABILITY: SURFACE MOTION
 MO0721
 MO0721  HISTORY     - Date     Condition        Report By
 MO0721  HISTORY     - 1947     MONUMENTED       CGS
 MO0721  HISTORY     - 1955     GOOD             USGS
 MO0721  HISTORY     - 1983     GOOD             NGS
 MO0721
 MO0721                          STATION DESCRIPTION
 MO0721
 MO0721'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MO0721'2.9 MI N FROM ROCK RIVER.
 MO0721'2.9 MILES NORTH ALONG U.S. HIGHWAY 30 FROM THE HIGH SCHOOL
 MO0721'AT ROCK RIVER, ALBANY COUNTY, THENCE 1.1 MILES EAST ALONG A
 MO0721'GRAVEL ROAD, AT THE TOP OF A HILL, 140.5 FEET SOUTH OF AN
 MO0721'EAST-AND-WEST FENCE LINE, ABOUT 40 FEET SOUTH OF THE CENTER
 MO0721'LINE OF THE ROAD, 64 FEET NORTH OF THE CENTER LINE OF AN OLD
 MO0721'ABANDONED ROAD, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 MO0721'AND LEVEL WITH THE OLD ABANDONED ROAD.  A STANDARD DISK, STAMPED
 MO0721'M 321 1947 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MO0721'0.8 FOOT ABOVE GROUND.
 MO0721
 MO0721                          STATION RECOVERY (1983)
 MO0721
 MO0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0721'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0015 ***********************************************************************
 MP0015  DESIGNATION -  M 322
 MP0015  PID         -  MP0015
 MP0015  STATE/COUNTY-  WY/CARBON
 MP0015  USGS QUAD   -  MEDICINE BOW (1971)
 MP0015
 MP0015                         *CURRENT SURVEY CONTROL
 MP0015  ___________________________________________________________________
 MP0015* NAD 83(1986)-  41 53 11.     (N)    106 11 21.     (W)     SCALED    
 MP0015* NAVD 88     -      2025.374  (meters)    6644.91   (feet)  ADJUSTED  
 MP0015  ___________________________________________________________________
 MP0015  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 MP0015  DYNAMIC HT  -        2023.671 (meters)    6639.33  (feet)  COMP
 MP0015  MODELED GRAV-     979,709.4   (mgal)                       NAVD 88
 MP0015
 MP0015  VERT ORDER  -  FIRST     CLASS II
 MP0015
 MP0015.The horizontal coordinates were scaled from a topographic map and have
 MP0015.an estimated accuracy of +/- 6 seconds.
 MP0015
 MP0015.The orthometric height was determined by differential leveling
 MP0015.and adjusted by the National Geodetic Survey in June 1991..
 MP0015
 MP0015.The geoid height was determined by GEOID03.
 MP0015
 MP0015.The dynamic height is computed by dividing the NAVD 88
 MP0015.geopotential number by the normal gravity value computed on the
 MP0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0015.degrees latitude (g = 980.6199 gals.).
 MP0015
 MP0015.The modeled gravity was interpolated from observed gravity values.
 MP0015
 MP0015;                    North         East    Units  Estimated Accuracy
 MP0015;SPC WYEC     -   254,590.      494,960.      MT  (+/- 180 meters Scaled)
 MP0015
 MP0015                          SUPERSEDED SURVEY CONTROL
 MP0015
 MP0015  NGVD 29 (??/??/92) 2024.255  (m)         6641.24   (f) ADJ UNCH    1 2
 MP0015
 MP0015.Superseded values are not recommended for survey control.
 MP0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0015.See file dsdata.txt to determine how the superseded data were derived.
 MP0015
 MP0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG013378(NAD 83)
 MP0015_MARKER: DB = BENCH MARK DISK
 MP0015_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MP0015+WITH SETTING: PAVEMENT
 MP0015_STAMPING: M 322 1947
 MP0015_MARK LOGO: CGS   
 MP0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0015+STABILITY: SURFACE MOTION
 MP0015
 MP0015  HISTORY     - Date     Condition        Report By
 MP0015  HISTORY     - 1947     MONUMENTED       CGS
 MP0015  HISTORY     - 1983     GOOD             NGS
 MP0015
 MP0015                          STATION DESCRIPTION
 MP0015
 MP0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0015'0.85 MI SE FROM MEDICINE BOW.
 MP0015'0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD AND 0.55 MILE EAST ALONG A DIRT
 MP0015'ROAD FROM THE UNION PACIFIC RAILROAD STATION AT MEDICINE BOW, AT THE
 MP0015'MEDICINE BOW AIRPORT, 230.0 FEET EAST OF THE EAST LEG OF THE STEEL
 MP0015'TOWER WHICH SUPPORTS THE REVOLVING BEACON LIGHT AND THE WIND SOCK,
 MP0015'21.0 FEET NORTH OF THE CENTER OF AN EAST-WEST AIRPORT ROAD, SET IN THE
 MP0015'CENTER AND TOP OF AN ABANDONED 2.3X5.8-FOOT CONCRETE MACHINERY
 MP0015'FOUNDATION WHICH IS LOCATED AT THE CENTER OF AN ABANDONED
 MP0015'9.8X13.6-FOOT CONCRETE FLOOR AND OLD BUILDING FOUNDATION, ABOUT 1 1/2
 MP0015'FOOT ABOVE THE TOP OF THE GROUND.
 MP0015
 MP0015                          STATION RECOVERY (1983)
 MP0015
 MP0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0015'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0177 ***********************************************************************
 MP0177  DESIGNATION -  M 323
 MP0177  PID         -  MP0177
 MP0177  STATE/COUNTY-  WY/CARBON
 MP0177  USGS QUAD   -  HANNA (1982)
 MP0177
 MP0177                         *CURRENT SURVEY CONTROL
 MP0177  ___________________________________________________________________
 MP0177* NAD 83(1986)-  41 52 04.     (N)    106 34 34.     (W)     SCALED    
 MP0177* NAVD 88     -      2067.556  (meters)    6783.31   (feet)  ADJUSTED  
 MP0177  ___________________________________________________________________
 MP0177  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 MP0177  DYNAMIC HT  -        2065.693 (meters)    6777.19  (feet)  COMP
 MP0177  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 MP0177
 MP0177  VERT ORDER  -  FIRST     CLASS II
 MP0177
 MP0177.The horizontal coordinates were scaled from a topographic map and have
 MP0177.an estimated accuracy of +/- 6 seconds.
 MP0177
 MP0177.The orthometric height was determined by differential leveling
 MP0177.and adjusted by the National Geodetic Survey in June 1991..
 MP0177.WARNING-Repeat measurements at this control monument indicate possible
 MP0177.vertical movement.
 MP0177
 MP0177.The geoid height was determined by GEOID03.
 MP0177
 MP0177.The dynamic height is computed by dividing the NAVD 88
 MP0177.geopotential number by the normal gravity value computed on the
 MP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0177.degrees latitude (g = 980.6199 gals.).
 MP0177
 MP0177.The modeled gravity was interpolated from observed gravity values.
 MP0177
 MP0177;                    North         East    Units  Estimated Accuracy
 MP0177;SPC WYEC     -   252,170.      462,860.      MT  (+/- 180 meters Scaled)
 MP0177
 MP0177                          SUPERSEDED SURVEY CONTROL
 MP0177
 MP0177  NGVD 29 (06/08/92) 2066.292  (m)         6779.16   (f) ADJUSTED    1 2
 MP0177
 MP0177.Superseded values are not recommended for survey control.
 MP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0177.See file dsdata.txt to determine how the superseded data were derived.
 MP0177
 MP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG691362(NAD 83)
 MP0177_MARKER: DB = BENCH MARK DISK
 MP0177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0177_STAMPING: M 323 1947
 MP0177_MARK LOGO: CGS   
 MP0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0177+STABILITY: SURFACE MOTION
 MP0177
 MP0177  HISTORY     - Date     Condition        Report By
 MP0177  HISTORY     - 1947     MONUMENTED       CGS
 MP0177  HISTORY     - 1983     GOOD             NGS
 MP0177
 MP0177                          STATION DESCRIPTION
 MP0177
 MP0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0177'0.6 MI W FROM HANNA.
 MP0177'0.6 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0177'HANNA, AT THE WEST END OF A 20,5-FOOT STEEL PLATE BRIDGE OVER A DRY
 MP0177'WASH, 23.7 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK OF THE
 MP0177'MAIN LINE TRACKS, 3.3 FEET BELOW THE BASE OF THE RAILS, SET IN THE TOP
 MP0177'OF THE SOUTH END OF THE BRIDGE SOCKET PART OF THE WEST CONCRETE
 MP0177'ABUTMENT OF THE BRIDGE.
 MP0177
 MP0177                          STATION RECOVERY (1983)
 MP0177
 MP0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0177'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.0 KM (0.6 MI)
 MP0177'WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN HANNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0187 ***********************************************************************
 OW0187  DESIGNATION -  M 326
 OW0187  PID         -  OW0187
 OW0187  STATE/COUNTY-  WY/HOT SPRINGS
 OW0187  USGS QUAD   -  KIRBY (1985)
 OW0187
 OW0187                         *CURRENT SURVEY CONTROL
 OW0187  ___________________________________________________________________
 OW0187* NAD 83(1986)-  43 48 28.     (N)    108 11 30.     (W)     SCALED    
 OW0187* NAVD 88     -      1321.994  (meters)    4337.24   (feet)  ADJUSTED  
 OW0187  ___________________________________________________________________
 OW0187  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 OW0187  DYNAMIC HT  -        1321.316 (meters)    4335.02  (feet)  COMP
 OW0187  MODELED GRAV-     980,060.9   (mgal)                       NAVD 88
 OW0187  OBS GRAVITY -     980,060.5   (mgal)                       GRAV_OBS
 OW0187
 OW0187  VERT ORDER  -  FIRST     CLASS II
 OW0187
 OW0187.The horizontal coordinates were scaled from a topographic map and have
 OW0187.an estimated accuracy of +/- 6 seconds.
 OW0187
 OW0187.The orthometric height was determined by differential leveling
 OW0187.and adjusted by the National Geodetic Survey in June 1991..
 OW0187
 OW0187.The geoid height was determined by GEOID03.
 OW0187
 OW0187.The dynamic height is computed by dividing the NAVD 88
 OW0187.geopotential number by the normal gravity value computed on the
 OW0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0187.degrees latitude (g = 980.6199 gals.).
 OW0187
 OW0187.The modeled gravity was interpolated from observed gravity values.
 OW0187.The observed gravity was obtained from relative gravimeter ties
 OW0187.to the IGSN71 gravity network.
 OW0187
 OW0187;                    North         East    Units  Estimated Accuracy
 OW0187;SPC WYWC     -   367,540.      644,920.      MT  (+/- 180 meters Scaled)
 OW0187
 OW0187                          SUPERSEDED SURVEY CONTROL
 OW0187
 OW0187  NGVD 29 (06/08/92) 1321.162  (m)         4334.51   (f) ADJUSTED    1 2
 OW0187
 OW0187.Superseded values are not recommended for survey control.
 OW0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0187.See file dsdata.txt to determine how the superseded data were derived.
 OW0187
 OW0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP258543(NAD 83)
 OW0187_MARKER: DB = BENCH MARK DISK
 OW0187_SETTING: 66 = SET IN ROCK OUTCROP
 OW0187_SP_SET: ROCK OUTCROP
 OW0187_STAMPING: M 326 1982
 OW0187_MARK LOGO: NGS   
 OW0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0187
 OW0187  HISTORY     - Date     Condition        Report By
 OW0187  HISTORY     - 1982     MONUMENTED       NGS
 OW0187
 OW0187                          STATION DESCRIPTION
 OW0187
 OW0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0187'20.1 KM (12.5 MI) NORTH FROM THERMOPOLIS.
 OW0187'20.1 KM (12.5 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0187'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 0.6 KM (0.35 MI) NORTH OF THE
 OW0187'JUNCTION OF STATE HIGHWAY 175 LEADING EAST, IN THE CENTER OF A 3 BY 4
 OW0187'FT EXPOSED AREA OF OUTCROPPING BEDROCK AT THE SOUTHEAST END OF A
 OW0187'HIGHWAY CUT, 25.6 METERS (84.0 FT) EAST OF THE CENTER OF THE HIGHWAY
 OW0187'AND 6.7 METERS (22.0 FT) WEST OF A FENCE.
 OW0187'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 OW0187'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0207 ***********************************************************************
 OW0207  FBN         -  This is a Federal Base Network Control Station.
 OW0207  DESIGNATION -  M 327
 OW0207  PID         -  OW0207
 OW0207  STATE/COUNTY-  WY/HOT SPRINGS
 OW0207  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0207
 OW0207                         *CURRENT SURVEY CONTROL
 OW0207  ___________________________________________________________________
 OW0207* NAD 83(1993)-  43 35 08.27207(N)    108 12 49.40667(W)     ADJUSTED  
 OW0207* NAVD 88     -      1335.308  (meters)    4380.92   (feet)  ADJUSTED  
 OW0207  ___________________________________________________________________
 OW0207  X           -  -1,446,631.610 (meters)                     COMP
 OW0207  Y           -  -4,396,405.588 (meters)                     COMP
 OW0207  Z           -   4,375,769.743 (meters)                     COMP
 OW0207  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 OW0207  ELLIP HEIGHT-        1322.43  (meters)          (02/28/01) GPS OBS
 OW0207  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 OW0207  DYNAMIC HT  -        1334.611 (meters)    4378.64  (feet)  COMP
 OW0207  MODELED GRAV-     980,051.0   (mgal)                       NAVD 88
 OW0207  OBS GRAVITY -     980,051.1   (mgal)                       GRAV_OBS
 OW0207
 OW0207  HORZ ORDER  -  B
 OW0207  VERT ORDER  -  FIRST     CLASS II
 OW0207  ELLP ORDER  -  SECOND    CLASS I
 OW0207
 OW0207.The horizontal coordinates were established by GPS observations
 OW0207.and adjusted by the National Geodetic Survey in October 1994..
 OW0207
 OW0207.The orthometric height was determined by differential leveling
 OW0207.and adjusted by the National Geodetic Survey in June 1991..
 OW0207.WARNING-GPS observations at this control monument resulted in a GPS
 OW0207.derived orthometric height which differed from the leveled height by
 OW0207.more than one decimeter (0.1 meter).
 OW0207
 OW0207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OW0207
 OW0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0207
 OW0207.The ellipsoidal height was determined by GPS observations
 OW0207.and is referenced to NAD 83.
 OW0207
 OW0207.The geoid height was determined by GEOID03.
 OW0207
 OW0207.The dynamic height is computed by dividing the NAVD 88
 OW0207.geopotential number by the normal gravity value computed on the
 OW0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0207.degrees latitude (g = 980.6199 gals.).
 OW0207
 OW0207.The modeled gravity was interpolated from observed gravity values.
 OW0207.The observed gravity was obtained from relative gravimeter ties
 OW0207.to the IGSN71 gravity network.
 OW0207
 OW0207;                    North         East     Units Scale Factor Converg.
 OW0207;SPC WYWC     -   342,852.155   643,308.196   MT  0.99996056   +0 22 11.0
 OW0207;UTM  12      - 4,829,623.819   724,940.517   MT  1.00022242   +1 55 18.4
 OW0207
 OW0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0207!SPC WYWC     -   0.99979267  x   0.99996056  =   0.99975324
 OW0207!UTM  12      -   0.99979267  x   1.00022242  =   1.00001504
 OW0207
 OW0207                          SUPERSEDED SURVEY CONTROL
 OW0207
 OW0207  ELLIP H (10/19/94) 1322.47   (m)                       GP(       ) 4 1
 OW0207  NAVD 88 (02/28/01) 1335.31   (m)         4380.9    (f) LEVELING    3  
 OW0207  NGVD 29 (06/08/92) 1334.468  (m)         4378.17   (f) ADJUSTED    1 2
 OW0207
 OW0207.Superseded values are not recommended for survey control.
 OW0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0207.See file dsdata.txt to determine how the superseded data were derived.
 OW0207
 OW0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2494129624(NAD 83)
 OW0207_MARKER: I = METAL ROD
 OW0207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0207_SP_SET: STAINLESS STEEL ROD
 OW0207_STAMPING: M 327 1982
 OW0207_MARK LOGO: NGS   
 OW0207_PROJECTION: FLUSH
 OW0207_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OW0207+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1999
 OW0207_ROD/PIPE-DEPTH: 8.9  meters
 OW0207
 OW0207  HISTORY     - Date     Condition        Report By
 OW0207  HISTORY     - 1982     MONUMENTED       NGS
 OW0207  HISTORY     - 19931023 GOOD             NGS
 OW0207  HISTORY     - 19990714 GOOD             NGS
 OW0207
 OW0207                          STATION DESCRIPTION
 OW0207
 OW0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0207'7.6 KM (4.7 MI) SOUTH FROM THERMOPOLIS.
 OW0207'7.6 KM (4.7 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0207'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 22.4 METERS (73.5 FT) WEST OF
 OW0207'THE CENTERLINE OF THE HIGHWAY AND 6.0 METERS (19.7 FT) NORTH OF THE
 OW0207'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 OW0207'A 5-INCH LOGO CAP.
 OW0207'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENC
 OW0207'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OW0207
 OW0207                          STATION RECOVERY (1993)
 OW0207
 OW0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 OW0207'STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH OF THERMOPOLIS, 1 KM
 OW0207'(0.60 MI) NORTH OF THE NORTH BOUNDARY OF THE WIND RIVER INDIAN
 OW0207'RESERVATION, 0.25 KM (0.15 MI) NORTH OF THE JUNCTION OF US HIGHWAY 20,
 OW0207'STATE HIGHWAY 789 AND COUNTY ROAD 31, ALONG HIGHWAYS 20 AND 789, ON
 OW0207'THE RIGHT-OF-WAY, AT MILE 127.65, AT AN OLD FIELD ENTRANCE, IN THE
 OW0207'SOUTHWEST 1/4 OF SECTION 24, T 42 N, R 95 W.  OWNERSHIP--WYOMING
 OW0207'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE JUNCTION OF US HIGHWAY
 OW0207'20 AND STATE HIGHWAYS 120 AND 789 IN THERMOPOLIS, GO SOUTH ON HIGHWAYS
 OW0207'20 AND 789 FOR 6.82 KM (4.25 MI) TO THE SOUTH END OF THE BRIDGE OVER
 OW0207'THE BIG HORN RIVER. CONTINUE AHEAD FOR 0.99 KM (0.60 MI) TO THE
 OW0207'STATION ON THE RIGHT. STATION MARK IS A PUNCH HOLE TOP CENTER ON A
 OW0207'DATUM POINT ON A STAINLESS STEEL ROD IN A GREASE FILLED SLEEVE ENCASED
 OW0207'IN A PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE
 OW0207'GROUND. IT IS 22.2 M (72.8 FT) WEST OF, AND LEVEL WITH THE HIGHWAY
 OW0207'CENTER, 0.3 M (1.0 FT) EAST OF THE RIGHT-OF-WAY FENCE, 0.2 M (0.7 FT)
 OW0207'EAST OF A FIBERGLASS WITNESS POST, 2.7 M (8.9 FT) NORTH OF THE NORTH
 OW0207'GATEPOST AT FIELD ENTRANCE, AND 14.4 M (47.2 FT) NORTH-NORTHEAST OF
 OW0207'POWERLINE POLE 241000 WITH FOUR-WAY LINES. DESCRIBED BY G.R.HEID
 OW0207
 OW0207                          STATION RECOVERY (1999)
 OW0207
 OW0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OW0207'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 OW0207'CONDITION AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0250 ***********************************************************************
 PX0250  DESIGNATION -  M 328
 PX0250  PID         -  PX0250
 PX0250  STATE/COUNTY-  WY/BIG HORN
 PX0250  USGS QUAD   -  FRANNIE (1966)
 PX0250
 PX0250                         *CURRENT SURVEY CONTROL
 PX0250  ___________________________________________________________________
 PX0250* NAD 83(1986)-  44 53 08.     (N)    108 30 17.     (W)     SCALED    
 PX0250* NAVD 88     -      1220.459  (meters)    4004.12   (feet)  ADJUSTED  
 PX0250  ___________________________________________________________________
 PX0250  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 PX0250  DYNAMIC HT  -        1219.997 (meters)    4002.61  (feet)  COMP
 PX0250  MODELED GRAV-     980,197.5   (mgal)                       NAVD 88
 PX0250
 PX0250  VERT ORDER  -  FIRST     CLASS II
 PX0250
 PX0250.The horizontal coordinates were scaled from a topographic map and have
 PX0250.an estimated accuracy of +/- 6 seconds.
 PX0250
 PX0250.The orthometric height was determined by differential leveling
 PX0250.and adjusted by the National Geodetic Survey in June 1991..
 PX0250
 PX0250.The geoid height was determined by GEOID03.
 PX0250
 PX0250.The dynamic height is computed by dividing the NAVD 88
 PX0250.geopotential number by the normal gravity value computed on the
 PX0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0250.degrees latitude (g = 980.6199 gals.).
 PX0250
 PX0250.The modeled gravity was interpolated from observed gravity values.
 PX0250
 PX0250;                    North         East    Units  Estimated Accuracy
 PX0250;SPC WYEC     -   587,810.      307,460.      MT  (+/- 180 meters Scaled)
 PX0250
 PX0250                          SUPERSEDED SURVEY CONTROL
 PX0250
 PX0250  NGVD 29 (06/08/92) 1219.595  (m)         4001.29   (f) ADJUSTED    1 2
 PX0250
 PX0250.Superseded values are not recommended for survey control.
 PX0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0250.See file dsdata.txt to determine how the superseded data were derived.
 PX0250
 PX0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ970732(NAD 83)
 PX0250_MARKER: I = METAL ROD
 PX0250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0250_SP_SET: STAINLESS STEEL ROD
 PX0250_STAMPING: M 328 1982
 PX0250_MARK LOGO: NGS   
 PX0250_PROJECTION: FLUSH
 PX0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0250_ROD/PIPE-DEPTH: 4.6  meters
 PX0250
 PX0250  HISTORY     - Date     Condition        Report By
 PX0250  HISTORY     - 1982     MONUMENTED       NGS
 PX0250
 PX0250                          STATION DESCRIPTION
 PX0250
 PX0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0250'12.6 KM (7.85 MI) NW FROM LOVELL.
 PX0250'12.6 KM (7.85 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0250'JUNCTION WITH NEVADA STREET IN LOVELL, 0.3 KM (0.2 MI) EAST OF A
 PX0250'GRAVELED ROAD LEADING NORTH, 14.5 METERS (47.6 FT) SOUTH OF THE
 PX0250'CENTERLINE OF THE HIGHWAY, 6.8 METERS (22.3 FT) WEST OF THE CENTER OF
 PX0250'A FIELD ENTRANCE AND 1.8 METERS (5.9 FT) WEST OF A UTILITY POLE NUMBER
 PX0250'5797-366900.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 PX0250'CAP.
 PX0250'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0282 ***********************************************************************
 PX0282  DESIGNATION -  M 329
 PX0282  PID         -  PX0282
 PX0282  STATE/COUNTY-  WY/BIG HORN
 PX0282  USGS QUAD   -  SHEEP CANYON (1966)
 PX0282
 PX0282                         *CURRENT SURVEY CONTROL
 PX0282  ___________________________________________________________________
 PX0282* NAD 83(1986)-  44 34 00.     (N)    108 11 03.     (W)     SCALED    
 PX0282* NAVD 88     -      1217.640  (meters)    3994.87   (feet)  ADJUSTED  
 PX0282  ___________________________________________________________________
 PX0282  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0282  DYNAMIC HT  -        1217.139 (meters)    3993.23  (feet)  COMP
 PX0282  MODELED GRAV-     980,164.4   (mgal)                       NAVD 88
 PX0282
 PX0282  VERT ORDER  -  FIRST     CLASS II
 PX0282
 PX0282.The horizontal coordinates were scaled from a topographic map and have
 PX0282.an estimated accuracy of +/- 6 seconds.
 PX0282
 PX0282.The orthometric height was determined by differential leveling
 PX0282.and adjusted by the National Geodetic Survey in June 1991..
 PX0282
 PX0282.The geoid height was determined by GEOID03.
 PX0282
 PX0282.The dynamic height is computed by dividing the NAVD 88
 PX0282.geopotential number by the normal gravity value computed on the
 PX0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0282.degrees latitude (g = 980.6199 gals.).
 PX0282
 PX0282.The modeled gravity was interpolated from observed gravity values.
 PX0282
 PX0282;                    North         East    Units  Estimated Accuracy
 PX0282;SPC WYEC     -   552,060.      332,420.      MT  (+/- 180 meters Scaled)
 PX0282
 PX0282                          SUPERSEDED SURVEY CONTROL
 PX0282
 PX0282  NGVD 29 (06/08/92) 1216.816  (m)         3992.17   (f) ADJUSTED    1 2
 PX0282
 PX0282.Superseded values are not recommended for survey control.
 PX0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0282.See file dsdata.txt to determine how the superseded data were derived.
 PX0282
 PX0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ235386(NAD 83)
 PX0282_MARKER: I = METAL ROD
 PX0282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0282_SP_SET: STAINLESS STEEL ROD
 PX0282_STAMPING: M 329 1982
 PX0282_MARK LOGO: NGS   
 PX0282_PROJECTION: FLUSH
 PX0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0282_ROD/PIPE-DEPTH: 4.3  meters
 PX0282
 PX0282  HISTORY     - Date     Condition        Report By
 PX0282  HISTORY     - 1982     MONUMENTED       NGS
 PX0282
 PX0282                          STATION DESCRIPTION
 PX0282
 PX0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0282'36.3 KM (22.55 MI) SE FROM LOVELL.
 PX0282'36.3 KM (22.55 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0282'JUNCTION WITH NEVADA STREET IN LOVELL, 0.4 KM (0.25 MI) SOUTHEAST OF
 PX0282'MILEPOST 214, 45.4 METERS (149.0 FT) NORTHEAST OF THE CENTERLINE OF
 PX0282'THE HIGHWAY AND 7.0 METERS (23.0 FT) NORTHWEST OF A FIELD ENTRANCE.
 PX0282'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0282'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 PX0282'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0031 ***********************************************************************
 OV0031  DESIGNATION -  M 33
 OV0031  PID         -  OV0031
 OV0031  STATE/COUNTY-  WY/NATRONA
 OV0031  USGS QUAD   -  MIDWEST (1978)
 OV0031
 OV0031                         *CURRENT SURVEY CONTROL
 OV0031  ___________________________________________________________________
 OV0031* NAD 83(1986)-  43 28 06.     (N)    106 16 06.     (W)     SCALED    
 OV0031* NAVD 88     -      1515.750  (meters)    4972.92   (feet)  ADJUSTED  
 OV0031  ___________________________________________________________________
 OV0031  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 OV0031  DYNAMIC HT  -        1514.927 (meters)    4970.22  (feet)  COMP
 OV0031  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 OV0031
 OV0031  VERT ORDER  -  FIRST     CLASS II
 OV0031
 OV0031.The horizontal coordinates were scaled from a topographic map and have
 OV0031.an estimated accuracy of +/- 6 seconds.
 OV0031
 OV0031.The orthometric height was determined by differential leveling
 OV0031.and adjusted by the National Geodetic Survey in June 1991..
 OV0031
 OV0031.The geoid height was determined by GEOID03.
 OV0031
 OV0031.The dynamic height is computed by dividing the NAVD 88
 OV0031.geopotential number by the normal gravity value computed on the
 OV0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0031.degrees latitude (g = 980.6199 gals.).
 OV0031
 OV0031.The modeled gravity was interpolated from observed gravity values.
 OV0031
 OV0031;                    North         East    Units  Estimated Accuracy
 OV0031;SPC WYEC     -   430,230.      486,170.      MT  (+/- 180 meters Scaled)
 OV0031
 OV0031                          SUPERSEDED SURVEY CONTROL
 OV0031
 OV0031  NGVD 29 (??/??/92) 1514.959  (m)         4970.33   (f) ADJ UNCH    1 2
 OV0031
 OV0031.Superseded values are not recommended for survey control.
 OV0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0031.See file dsdata.txt to determine how the superseded data were derived.
 OV0031
 OV0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ974136(NAD 83)
 OV0031_MARKER: DB = BENCH MARK DISK
 OV0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0031_STAMPING: M 33 1933
 OV0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0031+STABILITY: SURFACE MOTION
 OV0031
 OV0031  HISTORY     - Date     Condition        Report By
 OV0031  HISTORY     - 1933     MONUMENTED       CGS
 OV0031  HISTORY     - 1977     GOOD             USGS
 OV0031  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0031
 OV0031                          STATION DESCRIPTION
 OV0031
 OV0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0031'4.6 MI NE FROM MIDWEST.
 OV0031'4.6 MILES NORTHEAST ALONG THE PINE TREE ROAD FROM THE AMERICAN LEGION
 OV0031'SQUARE AT MIDWEST, NATRONA COUNTY, 100 FEET WEST OF A SANDSTONE ROCK
 OV0031'ON THE EDGE OF THE ROAD, AT THE JUNCTION OF A FIELD ROAD LEADING
 OV0031'SOUTH, 35 FEET WEST OF THE FIELD ROAD, AND 40 FEET SOUTH OF THE CENTER
 OV0031'LINE OF THE MAIN ROAD.  A STANDARD DISK, STAMPED M 33 1933 AND SET IN
 OV0031'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OV0031
 OV0031                          STATION RECOVERY (1977)
 OV0031
 OV0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OV0031'THE OLD FIELD ROAD IS BARELY DISCERNABLE. THE MARK IS 25 FEET WEST OF
 OV0031'THE RIGHT OF WAY FENCE, 33 FEET EAST OF THE CENTERLINE OF POWER PLANT
 OV0031'ROAD AND 140 FEET SOUTH THE ROAD CUT THROUGH A LARGE SANDSTONE
 OV0031'OUTCROPPING.
 OV0031
 OV0031                          STATION RECOVERY (1985)
 OV0031
 OV0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0031'NOT RECOVERED.  AREA DESCRIBED IS NO LONGER THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0229 ***********************************************************************
 OW0229  DESIGNATION -  M 330
 OW0229  PID         -  OW0229
 OW0229  STATE/COUNTY-  WY/FREMONT
 OW0229  USGS QUAD   -  BONNEVILLE SW (1978)
 OW0229
 OW0229                         *CURRENT SURVEY CONTROL
 OW0229  ___________________________________________________________________
 OW0229* NAD 83(1986)-  43 17 29.     (N)    108 07 38.     (W)     SCALED    
 OW0229* NAVD 88     -      1476.895  (meters)    4845.45   (feet)  ADJUSTED  
 OW0229  ___________________________________________________________________
 OW0229  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OW0229  DYNAMIC HT  -        1475.968 (meters)    4842.40  (feet)  COMP
 OW0229  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 OW0229  OBS GRAVITY -     979,941.9   (mgal)                       GRAV_OBS
 OW0229
 OW0229  VERT ORDER  -  FIRST     CLASS II
 OW0229
 OW0229.The horizontal coordinates were scaled from a topographic map and have
 OW0229.an estimated accuracy of +/- 6 seconds.
 OW0229
 OW0229.The orthometric height was determined by differential leveling
 OW0229.and adjusted by the National Geodetic Survey in June 1991..
 OW0229
 OW0229.The geoid height was determined by GEOID03.
 OW0229
 OW0229.The dynamic height is computed by dividing the NAVD 88
 OW0229.geopotential number by the normal gravity value computed on the
 OW0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0229.degrees latitude (g = 980.6199 gals.).
 OW0229
 OW0229.The modeled gravity was interpolated from observed gravity values.
 OW0229.The observed gravity was obtained from relative gravimeter ties
 OW0229.to the IGSN71 gravity network.
 OW0229
 OW0229;                    North         East    Units  Estimated Accuracy
 OW0229;SPC WYWC     -   310,210.      650,540.      MT  (+/- 180 meters Scaled)
 OW0229
 OW0229                          SUPERSEDED SURVEY CONTROL
 OW0229
 OW0229  NGVD 29 (06/08/92) 1475.926  (m)         4842.27   (f) ADJUSTED    1 2
 OW0229
 OW0229.Superseded values are not recommended for survey control.
 OW0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0229.See file dsdata.txt to determine how the superseded data were derived.
 OW0229
 OW0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN330971(NAD 83)
 OW0229_MARKER: DB = BENCH MARK DISK
 OW0229_SETTING: 66 = SET IN ROCK OUTCROP
 OW0229_SP_SET: ROCK OUTCROP
 OW0229_STAMPING: M 330 1982
 OW0229_MARK LOGO: NGS   
 OW0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0229+STABILITY: POSITION/ELEVATION WELL
 OW0229
 OW0229  HISTORY     - Date     Condition        Report By
 OW0229  HISTORY     - 1982     MONUMENTED       NGS
 OW0229
 OW0229                          STATION DESCRIPTION
 OW0229
 OW0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0229'6.5 KM (4.05 MI) NORTH FROM SHOSHONI.
 OW0229'6.5 KM (4.05 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0229'WITH U. S. HIGHWAY 26 IN SHOSHONI, IN THE CENTER OF A 42 BY 92 FT
 OW0229'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) NORTH OF MILEPOST
 OW0229'104, 146.9 METERS (482.O FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 OW0229'92.9 METERS (304.8 FT) EAST OF THE CENTER OF A GRAVELED ROAD LEADING
 OW0229'SOUTH AND 58.2 METERS (190.9 FT) SOUTHWEST OF THE MOST WESTERLY 1 OF 2
 OW0229'LEGS OF A DOUBLE UTILITY POLE (NUMBER 88).
 OW0229'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 OW0229'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0224 ***********************************************************************
 OV0224  DESIGNATION -  M 331
 OV0224  PID         -  OV0224
 OV0224  STATE/COUNTY-  WY/FREMONT
 OV0224  USGS QUAD   -  MONETA (1952)
 OV0224
 OV0224                         *CURRENT SURVEY CONTROL
 OV0224  ___________________________________________________________________
 OV0224* NAD 83(1986)-  43 09 24.     (N)    107 42 04.     (W)     SCALED    
 OV0224* NAVD 88     -      1668.964  (meters)    5475.59   (feet)  ADJUSTED  
 OV0224  ___________________________________________________________________
 OV0224  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 OV0224  DYNAMIC HT  -        1667.852 (meters)    5471.94  (feet)  COMP
 OV0224  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 OV0224
 OV0224  VERT ORDER  -  FIRST     CLASS II
 OV0224
 OV0224.The horizontal coordinates were scaled from a topographic map and have
 OV0224.an estimated accuracy of +/- 6 seconds.
 OV0224
 OV0224.The orthometric height was determined by differential leveling
 OV0224.and adjusted by the National Geodetic Survey in June 1991..
 OV0224
 OV0224.The geoid height was determined by GEOID03.
 OV0224
 OV0224.The dynamic height is computed by dividing the NAVD 88
 OV0224.geopotential number by the normal gravity value computed on the
 OV0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0224.degrees latitude (g = 980.6199 gals.).
 OV0224
 OV0224.The modeled gravity was interpolated from observed gravity values.
 OV0224
 OV0224;                    North         East    Units  Estimated Accuracy
 OV0224;SPC WYWC     -   295,590.      685,310.      MT  (+/- 180 meters Scaled)
 OV0224
 OV0224                          SUPERSEDED SURVEY CONTROL
 OV0224
 OV0224  NGVD 29 (06/08/92) 1667.946  (m)         5472.25   (f) ADJUSTED    1 2
 OV0224
 OV0224.Superseded values are not recommended for survey control.
 OV0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0224.See file dsdata.txt to determine how the superseded data were derived.
 OV0224
 OV0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH803817(NAD 83)
 OV0224_MARKER: I = METAL ROD
 OV0224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0224_SP_SET: STAINLESS STEEL ROD
 OV0224_STAMPING: M 331 1982
 OV0224_MARK LOGO: NGS   
 OV0224_PROJECTION: FLUSH
 OV0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0224_ROD/PIPE-DEPTH: 10.4 meters
 OV0224
 OV0224  HISTORY     - Date     Condition        Report By
 OV0224  HISTORY     - 1982     MONUMENTED       NGS
 OV0224
 OV0224                          STATION DESCRIPTION
 OV0224
 OV0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0224'35.2 KM (21.8 MI) EAST FROM SHOSHONI.
 OV0224'35.2 KM (21.85 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0224'WITH U. S. HIGHWAY 26 IN SHOSHONI, 53.3 METERS (174.9 FT) SOUTHEAST OF
 OV0224'A DRIVEWAY LEADING NORTH, 49.1 METERS (161.1 FT) EAST OF THE NORTHEAST
 OV0224'END OF THE MOST EASTERLY 1 OF 3 METAL PIPE CULVERTS AND 35.7 METERS
 OV0224'(117.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO
 OV0224'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0224'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OV0224'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0277 ***********************************************************************
 NR0277  DESIGNATION -  M 332
 NR0277  PID         -  NR0277
 NR0277  STATE/COUNTY-  WY/NATRONA
 NR0277  USGS QUAD   -  SANFORD RANCH (1984)
 NR0277
 NR0277                         *CURRENT SURVEY CONTROL
 NR0277  ___________________________________________________________________
 NR0277* NAD 83(1986)-  42 33 34.     (N)    107 02 37.     (W)     SCALED    
 NR0277* NAVD 88     -      1791.846  (meters)    5878.75   (feet)  ADJUSTED  
 NR0277  ___________________________________________________________________
 NR0277  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 NR0277  DYNAMIC HT  -        1790.643 (meters)    5874.80  (feet)  COMP
 NR0277  MODELED GRAV-     979,885.8   (mgal)                       NAVD 88
 NR0277
 NR0277  VERT ORDER  -  FIRST     CLASS II
 NR0277
 NR0277.The horizontal coordinates were scaled from a topographic map and have
 NR0277.an estimated accuracy of +/- 6 seconds.
 NR0277
 NR0277.The orthometric height was determined by differential leveling
 NR0277.and adjusted by the National Geodetic Survey in June 1991..
 NR0277
 NR0277.The geoid height was determined by GEOID03.
 NR0277
 NR0277.The dynamic height is computed by dividing the NAVD 88
 NR0277.geopotential number by the normal gravity value computed on the
 NR0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0277.degrees latitude (g = 980.6199 gals.).
 NR0277
 NR0277.The modeled gravity was interpolated from observed gravity values.
 NR0277
 NR0277;                    North         East    Units  Estimated Accuracy
 NR0277;SPC WYEC     -   328,760.      423,790.      MT  (+/- 180 meters Scaled)
 NR0277
 NR0277                          SUPERSEDED SURVEY CONTROL
 NR0277
 NR0277  NGVD 29 (06/08/92) 1790.927  (m)         5875.73   (f) ADJUSTED    1 2
 NR0277
 NR0277.Superseded values are not recommended for survey control.
 NR0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0277.See file dsdata.txt to determine how the superseded data were derived.
 NR0277
 NR0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH322139(NAD 83)
 NR0277_MARKER: I = METAL ROD
 NR0277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0277_SP_SET: STAINLESS STEEL ROD
 NR0277_STAMPING: M 332 1982
 NR0277_MARK LOGO: NGS   
 NR0277_PROJECTION: FLUSH
 NR0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0277_ROD/PIPE-DEPTH: 11.6 meters
 NR0277
 NR0277  HISTORY     - Date     Condition        Report By
 NR0277  HISTORY     - 1982     MONUMENTED       NGS
 NR0277
 NR0277                          STATION DESCRIPTION
 NR0277
 NR0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0277'41.3 KM (25.65 MI) NE FROM MUDDY GAP.
 NR0277'41.3 KM (25.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0277'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0277'0.7 KM (0.45 MI) SOUTHWEST OF A UTILITY LINE CROSSING, 0.3 KM (0.2 MI)
 NR0277'SOUTHWEST OF MILEPOST 70, 45.1 METERS (148.0 FT) NORTHWEST OF THE
 NR0277'CENTERLINE OF THE HIGHWAY AND 9.1 METERS (29.9 FT) NORTHEAST OF THE
 NR0277'CENTER OF A FIELD ENTRANCE.  NOTE, ACCESS TO THE DATUM POINT IS
 NR0277'THROUGH A 5-INCH LOGO CAP.
 NR0277'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0277'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0423 ***********************************************************************
 PW0423  DESIGNATION -  M 333
 PW0423  PID         -  PW0423
 PW0423  STATE/COUNTY-  WY/BIG HORN
 PW0423  USGS QUAD   -  MANDERSON (1978)
 PW0423
 PW0423                         *CURRENT SURVEY CONTROL
 PW0423  ___________________________________________________________________
 PW0423* NAD 83(1986)-  44 15 08.     (N)    107 56 22.     (W)     SCALED    
 PW0423* NAVD 88     -      1205.092  (meters)    3953.71   (feet)  ADJUSTED  
 PW0423  ___________________________________________________________________
 PW0423  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 PW0423  DYNAMIC HT  -        1204.567 (meters)    3951.98  (feet)  COMP
 PW0423  MODELED GRAV-     980,141.9   (mgal)                       NAVD 88
 PW0423
 PW0423  VERT ORDER  -  FIRST     CLASS II
 PW0423
 PW0423.The horizontal coordinates were scaled from a topographic map and have
 PW0423.an estimated accuracy of +/- 6 seconds.
 PW0423
 PW0423.The orthometric height was determined by differential leveling
 PW0423.and adjusted by the National Geodetic Survey in June 1991..
 PW0423
 PW0423.The geoid height was determined by GEOID03.
 PW0423
 PW0423.The dynamic height is computed by dividing the NAVD 88
 PW0423.geopotential number by the normal gravity value computed on the
 PW0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0423.degrees latitude (g = 980.6199 gals.).
 PW0423
 PW0423.The modeled gravity was interpolated from observed gravity values.
 PW0423
 PW0423;                    North         East    Units  Estimated Accuracy
 PW0423;SPC WYEC     -   516,950.      351,600.      MT  (+/- 180 meters Scaled)
 PW0423
 PW0423                          SUPERSEDED SURVEY CONTROL
 PW0423
 PW0423  NGVD 29 (06/08/92) 1204.296  (m)         3951.09   (f) ADJUSTED    1 2
 PW0423
 PW0423.Superseded values are not recommended for survey control.
 PW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0423.See file dsdata.txt to determine how the superseded data were derived.
 PW0423
 PW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK653040(NAD 83)
 PW0423_MARKER: I = METAL ROD
 PW0423_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PW0423+WITH SETTING: INFORMATION.
 PW0423_SP_SET: SHALLOW SET METAL ROD
 PW0423_STAMPING: M 333 1982
 PW0423_MARK LOGO: NGS   
 PW0423_PROJECTION: FLUSH
 PW0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0423_ROD/PIPE-DEPTH: 2.7  meters
 PW0423
 PW0423  HISTORY     - Date     Condition        Report By
 PW0423  HISTORY     - 1982     MONUMENTED       NGS
 PW0423
 PW0423                          STATION DESCRIPTION
 PW0423
 PW0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0423'28.0 KM (17.4 MI) NORTH FROM WORLAND.
 PW0423'28.0 KM (17.4 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0423'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.1 KM (0.05
 PW0423'MI) NORTHWEST OF MILEPOST 183, 37.8 KM (124.0 FT) SOUTHWEST OF THE
 PW0423'CENTERLINE OF THE HIGHWAY AND 12.5 KM (41.0 FT) SOUTHEAST OF THE
 PW0423'CENTER OF A FIELD ENTRANCE.  NOTE=REFUSAL WAS REACHED AT 9.0 FT.
 PW0423'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PW0423'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PW0423'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0266 ***********************************************************************
 OV0266  DESIGNATION -  M 334
 OV0266  PID         -  OV0266
 OV0266  STATE/COUNTY-  WY/NATRONA
 OV0266  USGS QUAD   -  NATRONA (1968)
 OV0266
 OV0266                         *CURRENT SURVEY CONTROL
 OV0266  ___________________________________________________________________
 OV0266* NAD 83(1986)-  43 01 17.     (N)    106 45 03.     (W)     SCALED    
 OV0266* NAVD 88     -      1696.167  (meters)    5564.84   (feet)  ADJUSTED  
 OV0266  ___________________________________________________________________
 OV0266  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 OV0266  DYNAMIC HT  -        1695.087 (meters)    5561.30  (feet)  COMP
 OV0266  MODELED GRAV-     979,923.7   (mgal)                       NAVD 88
 OV0266
 OV0266  VERT ORDER  -  FIRST     CLASS II
 OV0266
 OV0266.The horizontal coordinates were scaled from a topographic map and have
 OV0266.an estimated accuracy of +/- 6 seconds.
 OV0266
 OV0266.The orthometric height was determined by differential leveling
 OV0266.and adjusted by the National Geodetic Survey in June 1991..
 OV0266
 OV0266.The geoid height was determined by GEOID03.
 OV0266
 OV0266.The dynamic height is computed by dividing the NAVD 88
 OV0266.geopotential number by the normal gravity value computed on the
 OV0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0266.degrees latitude (g = 980.6199 gals.).
 OV0266
 OV0266.The modeled gravity was interpolated from observed gravity values.
 OV0266
 OV0266;                    North         East    Units  Estimated Accuracy
 OV0266;SPC WYEC     -   380,190.      447,480.      MT  (+/- 180 meters Scaled)
 OV0266
 OV0266                          SUPERSEDED SURVEY CONTROL
 OV0266
 OV0266  NGVD 29 (06/08/92) 1695.244  (m)         5561.81   (f) ADJUSTED    1 2
 OV0266
 OV0266.Superseded values are not recommended for survey control.
 OV0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0266.See file dsdata.txt to determine how the superseded data were derived.
 OV0266
 OV0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH573646(NAD 83)
 OV0266_MARKER: I = METAL ROD
 OV0266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0266_SP_SET: STAINLESS STEEL ROD
 OV0266_STAMPING: M 334 1982
 OV0266_MARK LOGO: NGS   
 OV0266_PROJECTION: FLUSH
 OV0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0266_ROD/PIPE-DEPTH: 6.1  meters
 OV0266
 OV0266  HISTORY     - Date     Condition        Report By
 OV0266  HISTORY     - 1982     MONUMENTED       NGS
 OV0266
 OV0266                          STATION DESCRIPTION
 OV0266
 OV0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0266'37.3 KM (23.15 MI) EAST FROM WALTMAN.
 OV0266'37.3 KM (23.15 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0266'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, OR 38.5 KM (23.9 MI)
 OV0266'NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH INTERSTATE
 OV0266'HIGHWAY 25 IN CASPER, 22.2 METERS (72.8 FT) NORTHEAST OF THE
 OV0266'CENTERLINE OF THE HIGHWAY AND 17.5 METERS (57.4 FT) SOUTHEAST OF THE
 OV0266'CENTER OF A DRIVEWAY LEADING NORTHEAST TO A RANCH HOUSE.  NOTE=ACCESS
 OV0266'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0266'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 OV0266'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0228 ***********************************************************************
 NR0228  DESIGNATION -  M 335
 NR0228  PID         -  NR0228
 NR0228  STATE/COUNTY-  WY/NATRONA
 NR0228  USGS QUAD   -  GOOSE EGG (1984)
 NR0228
 NR0228                         *CURRENT SURVEY CONTROL
 NR0228  ___________________________________________________________________
 NR0228* NAD 83(1986)-  42 51 44.     (N)    106 23 52.     (W)     SCALED    
 NR0228* NAVD 88     -      1592.205  (meters)    5223.76   (feet)  ADJUSTED  
 NR0228  ___________________________________________________________________
 NR0228  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NR0228  DYNAMIC HT  -        1591.218 (meters)    5220.52  (feet)  COMP
 NR0228  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 NR0228
 NR0228  VERT ORDER  -  FIRST     CLASS II
 NR0228
 NR0228.The horizontal coordinates were scaled from a topographic map and have
 NR0228.an estimated accuracy of +/- 6 seconds.
 NR0228
 NR0228.The orthometric height was determined by differential leveling
 NR0228.and adjusted by the National Geodetic Survey in June 1991..
 NR0228
 NR0228.The geoid height was determined by GEOID03.
 NR0228
 NR0228.The dynamic height is computed by dividing the NAVD 88
 NR0228.geopotential number by the normal gravity value computed on the
 NR0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0228.degrees latitude (g = 980.6199 gals.).
 NR0228
 NR0228.The modeled gravity was interpolated from observed gravity values.
 NR0228
 NR0228;                    North         East    Units  Estimated Accuracy
 NR0228;SPC WYEC     -   362,770.      476,450.      MT  (+/- 180 meters Scaled)
 NR0228
 NR0228                          SUPERSEDED SURVEY CONTROL
 NR0228
 NR0228  NGVD 29 (06/08/92) 1591.334  (m)         5220.90   (f) ADJUSTED    1 2
 NR0228
 NR0228.Superseded values are not recommended for survey control.
 NR0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0228.See file dsdata.txt to determine how the superseded data were derived.
 NR0228
 NR0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH858464(NAD 83)
 NR0228_MARKER: DB = BENCH MARK DISK
 NR0228_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0228_SP_SET: ABUTMENT
 NR0228_STAMPING: M 335 1982
 NR0228_MARK LOGO: NGS   
 NR0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0228
 NR0228  HISTORY     - Date     Condition        Report By
 NR0228  HISTORY     - 1982     MONUMENTED       NGS
 NR0228
 NR0228                          STATION DESCRIPTION
 NR0228
 NR0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0228'4.4 KM (2.75 MI) NW FROM CASPER.
 NR0228'4.4 KM (2.75 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0228'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, IN TOP OF AND 1.9
 NR0228'METERS (6.2 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT
 NR0228'OF THE WEST BOUND OVERPASS OF A PAVED ROAD AND 5.2 METERS (17.1 FT)
 NR0228'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 NR0228'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0302 ***********************************************************************
 NR0302  DESIGNATION -  M 336
 NR0302  PID         -  NR0302
 NR0302  STATE/COUNTY-  WY/CARBON
 NR0302  USGS QUAD   -  MUDDY GAP (1981)
 NR0302
 NR0302                         *CURRENT SURVEY CONTROL
 NR0302  ___________________________________________________________________
 NR0302* NAD 83(1986)-  42 16 38.     (N)    107 27 04.     (W)     SCALED    
 NR0302* NAVD 88     -      2002.729  (meters)    6570.62   (feet)  ADJUSTED  
 NR0302  ___________________________________________________________________
 NR0302  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NR0302  DYNAMIC HT  -        2001.167 (meters)    6565.50  (feet)  COMP
 NR0302  MODELED GRAV-     979,770.0   (mgal)                       NAVD 88
 NR0302
 NR0302  VERT ORDER  -  FIRST     CLASS II
 NR0302
 NR0302.The horizontal coordinates were scaled from a topographic map and have
 NR0302.an estimated accuracy of +/- 6 seconds.
 NR0302
 NR0302.The orthometric height was determined by differential leveling
 NR0302.and adjusted by the National Geodetic Survey in June 1991..
 NR0302
 NR0302.The geoid height was determined by GEOID03.
 NR0302
 NR0302.The dynamic height is computed by dividing the NAVD 88
 NR0302.geopotential number by the normal gravity value computed on the
 NR0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0302.degrees latitude (g = 980.6199 gals.).
 NR0302
 NR0302.The modeled gravity was interpolated from observed gravity values.
 NR0302
 NR0302;                    North         East    Units  Estimated Accuracy
 NR0302;SPC WYEC     -   297,380.      390,290.      MT  (+/- 180 meters Scaled)
 NR0302
 NR0302                          SUPERSEDED SURVEY CONTROL
 NR0302
 NR0302  NGVD 29 (06/08/92) 2001.643  (m)         6567.06   (f) ADJUSTED    1 2
 NR0302
 NR0302.Superseded values are not recommended for survey control.
 NR0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0302.See file dsdata.txt to determine how the superseded data were derived.
 NR0302
 NR0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG978834(NAD 83)
 NR0302_MARKER: I = METAL ROD
 NR0302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0302_SP_SET: STAINLESS STEEL ROD
 NR0302_STAMPING: M 336 1982
 NR0302_MARK LOGO: NGS   
 NR0302_PROJECTION: FLUSH
 NR0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0302_ROD/PIPE-DEPTH: 3.7  meters
 NR0302
 NR0302  HISTORY     - Date     Condition        Report By
 NR0302  HISTORY     - 1982     MONUMENTED       NGS
 NR0302
 NR0302                          STATION DESCRIPTION
 NR0302
 NR0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0302'10.2 KM (6.35 MI) SOUTH FROM MUDDY GAP.
 NR0302'10.2 KM (6.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0302'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.2 KM (0.1 MI) SOUTH OF MILEPOST
 NR0302'38, 51.2 METERS (168.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 NR0302'AND 6.9 METERS (22.6 FT) SOUTH-SOUTHEAST OF THE CENTER OF A FIELD
 NR0302'ENTRANCE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NR0302'CAP.
 NR0302'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 NR0302'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0463 ***********************************************************************
 MP0463  DESIGNATION -  M 337
 MP0463  PID         -  MP0463
 MP0463  STATE/COUNTY-  WY/CARBON
 MP0463  USGS QUAD   -  RENDLE HILL (1983)
 MP0463
 MP0463                         *CURRENT SURVEY CONTROL
 MP0463  ___________________________________________________________________
 MP0463* NAD 83(1986)-  41 53 28.     (N)    107 16 55.     (W)     SCALED    
 MP0463* NAVD 88     -      2175.825  (meters)    7138.52   (feet)  ADJUSTED  
 MP0463  ___________________________________________________________________
 MP0463  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 MP0463  DYNAMIC HT  -        2173.973 (meters)    7132.44  (feet)  COMP
 MP0463  MODELED GRAV-     979,693.1   (mgal)                       NAVD 88
 MP0463
 MP0463  VERT ORDER  -  FIRST     CLASS II
 MP0463
 MP0463.The horizontal coordinates were scaled from a topographic map and have
 MP0463.an estimated accuracy of +/- 6 seconds.
 MP0463
 MP0463.The orthometric height was determined by differential leveling
 MP0463.and adjusted by the National Geodetic Survey in June 1991..
 MP0463
 MP0463.The geoid height was determined by GEOID03.
 MP0463
 MP0463.The dynamic height is computed by dividing the NAVD 88
 MP0463.geopotential number by the normal gravity value computed on the
 MP0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0463.degrees latitude (g = 980.6199 gals.).
 MP0463
 MP0463.The modeled gravity was interpolated from observed gravity values.
 MP0463
 MP0463;                    North         East    Units  Estimated Accuracy
 MP0463;SPC WYEC     -   254,490.      404,270.      MT  (+/- 180 meters Scaled)
 MP0463
 MP0463                          SUPERSEDED SURVEY CONTROL
 MP0463
 MP0463  NGVD 29 (06/08/92) 2174.661  (m)         7134.70   (f) ADJUSTED    1 2
 MP0463
 MP0463.Superseded values are not recommended for survey control.
 MP0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0463.See file dsdata.txt to determine how the superseded data were derived.
 MP0463
 MP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG106402(NAD 83)
 MP0463_MARKER: I = METAL ROD
 MP0463_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MP0463+WITH SETTING: INFORMATION.
 MP0463_SP_SET: SHALLOW-SET METAL ROD
 MP0463_STAMPING: M 337 1982
 MP0463_MARK LOGO: NGS   
 MP0463_PROJECTION: FLUSH
 MP0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0463_ROD/PIPE-DEPTH: 2.7  meters
 MP0463
 MP0463  HISTORY     - Date     Condition        Report By
 MP0463  HISTORY     - 1982     MONUMENTED       NGS
 MP0463  HISTORY     - 1987     GOOD             NGS
 MP0463
 MP0463                          STATION DESCRIPTION
 MP0463
 MP0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0463'13.0 KM (8.05 MI) NORTH FROM RAWLINS.
 MP0463'13.0 KM (8.05 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0463'WITH U.S. HIGHWAY 30, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 8 AND 30.2
 MP0463'METERS (99.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE,
 MP0463'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0463'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 MP0463'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 MP0463
 MP0463                          STATION RECOVERY (1987)
 MP0463
 MP0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MP0463'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--0.3
 MP0463'KM (0.2 MI) SOUTH OF MILEPOST 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0259 ***********************************************************************
 NR0259  DESIGNATION -  M 338
 NR0259  PID         -  NR0259
 NR0259  STATE/COUNTY-  WY/NATRONA
 NR0259  USGS QUAD   -  ALCOVA (1984)
 NR0259
 NR0259                         *CURRENT SURVEY CONTROL
 NR0259  ___________________________________________________________________
 NR0259* NAD 83(1986)-  42 36 08.     (N)    106 39 12.     (W)     SCALED    
 NR0259* NAVD 88     -      1628.630  (meters)    5343.26   (feet)  ADJUSTED  
 NR0259  ___________________________________________________________________
 NR0259  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 NR0259  DYNAMIC HT  -        1627.555 (meters)    5339.74  (feet)  COMP
 NR0259  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 NR0259
 NR0259  VERT ORDER  -  FIRST     CLASS II
 NR0259
 NR0259.The horizontal coordinates were scaled from a topographic map and have
 NR0259.an estimated accuracy of +/- 6 seconds.
 NR0259
 NR0259.The orthometric height was determined by differential leveling
 NR0259.and adjusted by the National Geodetic Survey in June 1991..
 NR0259
 NR0259.The geoid height was determined by GEOID03.
 NR0259
 NR0259.The dynamic height is computed by dividing the NAVD 88
 NR0259.geopotential number by the normal gravity value computed on the
 NR0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0259.degrees latitude (g = 980.6199 gals.).
 NR0259
 NR0259.The modeled gravity was interpolated from observed gravity values.
 NR0259
 NR0259;                    North         East    Units  Estimated Accuracy
 NR0259;SPC WYEC     -   333,690.      455,800.      MT  (+/- 180 meters Scaled)
 NR0259
 NR0259                          SUPERSEDED SURVEY CONTROL
 NR0259
 NR0259  NGVD 29 (06/08/92) 1627.721  (m)         5340.28   (f) ADJUSTED    1 2
 NR0259
 NR0259.Superseded values are not recommended for survey control.
 NR0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0259.See file dsdata.txt to determine how the superseded data were derived.
 NR0259
 NR0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH643179(NAD 83)
 NR0259_MARKER: I = METAL ROD
 NR0259_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0259_SP_SET: STAINLESS STEEL ROD
 NR0259_STAMPING: M 338 1982
 NR0259_MARK LOGO: NGS   
 NR0259_PROJECTION: FLUSH
 NR0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0259_ROD/PIPE-DEPTH: 17.1 meters
 NR0259
 NR0259  HISTORY     - Date     Condition        Report By
 NR0259  HISTORY     - 1982     MONUMENTED       NGS
 NR0259
 NR0259                          STATION DESCRIPTION
 NR0259
 NR0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0259'35.5 KM (22.0 MI) SW FROM CASPER.
 NR0259'35.5 KM (22.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0259'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 1.1 KM (0.7 MI) SOUTHWEST
 NR0259'OF LONE TREE ROAD LEADING WEST, 30.3 METERS (99.4 FT) NORTHWEST OF THE
 NR0259'CENTERLINE OF THE HIGHWAY, 7.8 METERS (25.6 FT) SOUTHWEST OF A UTILITY
 NR0259'POLE AND 6.6 METERS (21.7 FT) NORTHEAST OF THE CENTER OF A FIELD
 NR0259'ENTRANCE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NR0259'CAP.
 NR0259'THE MARK IS 1.0 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0259'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0495 ***********************************************************************
 MP0495  DESIGNATION -  M 339
 MP0495  PID         -  MP0495
 MP0495  STATE/COUNTY-  WY/CARBON
 MP0495  USGS QUAD   -  COMO EAST (1971)
 MP0495
 MP0495                         *CURRENT SURVEY CONTROL
 MP0495  ___________________________________________________________________
 MP0495* NAD 83(1986)-  41 53 45.     (N)    106 16 26.     (W)     SCALED    
 MP0495* NAVD 88     -      2022.585  (meters)    6635.76   (feet)  ADJUSTED  
 MP0495  ___________________________________________________________________
 MP0495  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 MP0495  DYNAMIC HT  -        2020.861 (meters)    6630.11  (feet)  COMP
 MP0495  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 MP0495
 MP0495  VERT ORDER  -  FIRST     CLASS II
 MP0495
 MP0495.The horizontal coordinates were scaled from a topographic map and have
 MP0495.an estimated accuracy of +/- 6 seconds.
 MP0495
 MP0495.The orthometric height was determined by differential leveling
 MP0495.and adjusted by the National Geodetic Survey in June 1991..
 MP0495
 MP0495.The geoid height was determined by GEOID03.
 MP0495
 MP0495.The dynamic height is computed by dividing the NAVD 88
 MP0495.geopotential number by the normal gravity value computed on the
 MP0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0495.degrees latitude (g = 980.6199 gals.).
 MP0495
 MP0495.The modeled gravity was interpolated from observed gravity values.
 MP0495
 MP0495;                    North         East    Units  Estimated Accuracy
 MP0495;SPC WYEC     -   255,550.      487,910.      MT  (+/- 180 meters Scaled)
 MP0495
 MP0495                          SUPERSEDED SURVEY CONTROL
 MP0495
 MP0495  NGVD 29 (06/08/92) 2021.421  (m)         6631.95   (f) ADJUSTED    1 2
 MP0495
 MP0495.Superseded values are not recommended for survey control.
 MP0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0495.See file dsdata.txt to determine how the superseded data were derived.
 MP0495
 MP0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG943389(NAD 83)
 MP0495_MARKER: I = METAL ROD
 MP0495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0495_SP_SET: STAINLESS STEEL ROD
 MP0495_STAMPING: M 339 1983
 MP0495_MARK LOGO: NGS   
 MP0495_PROJECTION: FLUSH
 MP0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0495_ROD/PIPE-DEPTH: 6.1  meters
 MP0495
 MP0495  HISTORY     - Date     Condition        Report By
 MP0495  HISTORY     - 1983     MONUMENTED       NGS
 MP0495
 MP0495                          STATION DESCRIPTION
 MP0495
 MP0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0495'6.3 KM (3.9 MI) WEST FROM MEDICINE BOW.
 MP0495'6.3 KM (3.9 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0495'STATION IN MEDICINE BOW, AT THE EAST END OF A RAILROAD CUT, 0.5 KM
 MP0495'(0.3 MI) EAST OF MILEPOST 627, 35.2 METERS (115.5 FT) EAST OF THE
 MP0495'CENTER OF A FIELD ENTRANCE, AND 29.7 METERS (97.4 FT) SOUTH OF THE
 MP0495'NEAR RAIL.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MP0495'CAP.
 MP0495'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 MP0495'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0254 ***********************************************************************
 OU0254  DESIGNATION -  M 34
 OU0254  PID         -  OU0254
 OU0254  STATE/COUNTY-  WY/CAMPBELL
 OU0254  USGS QUAD   -  SAVAGETON (1973)
 OU0254
 OU0254                         *CURRENT SURVEY CONTROL
 OU0254  ___________________________________________________________________
 OU0254* NAD 83(1986)-  43 49 56.     (N)    105 47 15.     (W)     SCALED    
 OU0254* NAVD 88     -      1528.754  (meters)    5015.59   (feet)  POSTED    
 OU0254  ___________________________________________________________________
 OU0254  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OU0254  DYNAMIC HT  -        1527.940 (meters)    5012.92  (feet)  COMP
 OU0254  MODELED GRAV-     980,036.4   (mgal)                       NAVD 88
 OU0254
 OU0254  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0254
 OU0254.The horizontal coordinates were scaled from a topographic map and have
 OU0254.an estimated accuracy of +/- 6 seconds.
 OU0254
 OU0254.The orthometric height was determined by differential leveling
 OU0254.and adjusted by the National Geodetic Survey in 1992..
 OU0254.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0254.rate of 0.0 thru 1.0 mm/km.
 OU0254
 OU0254.The geoid height was determined by GEOID03.
 OU0254
 OU0254.The dynamic height is computed by dividing the NAVD 88
 OU0254.geopotential number by the normal gravity value computed on the
 OU0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0254.degrees latitude (g = 980.6199 gals.).
 OU0254
 OU0254.The modeled gravity was interpolated from observed gravity values.
 OU0254
 OU0254;                    North         East    Units  Estimated Accuracy
 OU0254;SPC WY E     -   370,300.      150,070.      MT  (+/- 180 meters Scaled)
 OU0254
 OU0254                          SUPERSEDED SURVEY CONTROL
 OU0254
 OU0254  NGVD 29 (??/??/92) 1527.963  (m)         5012.99   (f) ADJ UNCH    1 2
 OU0254
 OU0254.Superseded values are not recommended for survey control.
 OU0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0254.See file dsdata.txt to determine how the superseded data were derived.
 OU0254
 OU0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ366535(NAD 83)
 OU0254_MARKER: DB = BENCH MARK DISK
 OU0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0254_STAMPING: M 34 1933
 OU0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0254+STABILITY: SURFACE MOTION
 OU0254
 OU0254  HISTORY     - Date     Condition        Report By
 OU0254  HISTORY     - 1933     MONUMENTED       CGS
 OU0254  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0254
 OU0254                          STATION DESCRIPTION
 OU0254
 OU0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0254'2.3 MI S FROM SAVAGETON.
 OU0254'2.3 MILES SOUTH ALONG OLD STATE HIGHWAY 316 FROM THE POST OFFICE
 OU0254'AND STORE AT SAVAGETON, CAMPBELL COUNTY, 0.3 MILE SOUTH OF AN
 OU0254'S-CURVE, 29 FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY,
 OU0254'AND 3 FEET EAST OF A WIRE FENCE.  A STANDARD DISK, STAMPED
 OU0254'M 34 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 OU0254'INCHES ABOVE GROUND.
 OU0254
 OU0254                          STATION RECOVERY (1985)
 OU0254
 OU0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0254'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0604 ***********************************************************************
 MR0604  DESIGNATION -  M 340
 MR0604  PID         -  MR0604
 MR0604  STATE/COUNTY-  WY/SWEETWATER
 MR0604  USGS QUAD   -  VERNE (1969)
 MR0604
 MR0604                         *CURRENT SURVEY CONTROL
 MR0604  ___________________________________________________________________
 MR0604* NAD 83(1986)-  41 34 23.     (N)    110 01 55.     (W)     SCALED    
 MR0604* NAVD 88     -      1924.045  (meters)    6312.47   (feet)  ADJUSTED  
 MR0604  ___________________________________________________________________
 MR0604  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 MR0604  DYNAMIC HT  -        1922.395 (meters)    6307.06  (feet)  COMP
 MR0604  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 MR0604
 MR0604  VERT ORDER  -  FIRST     CLASS II
 MR0604
 MR0604.The horizontal coordinates were scaled from a topographic map and have
 MR0604.an estimated accuracy of +/- 6 seconds.
 MR0604
 MR0604.The orthometric height was determined by differential leveling
 MR0604.and adjusted by the National Geodetic Survey in June 1991..
 MR0604
 MR0604.The geoid height was determined by GEOID03.
 MR0604
 MR0604.The dynamic height is computed by dividing the NAVD 88
 MR0604.geopotential number by the normal gravity value computed on the
 MR0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0604.degrees latitude (g = 980.6199 gals.).
 MR0604
 MR0604.The modeled gravity was interpolated from observed gravity values.
 MR0604
 MR0604;                    North         East    Units  Estimated Accuracy
 MR0604;SPC WYWC     -   119,950.      493,090.      MT  (+/- 180 meters Scaled)
 MR0604
 MR0604                          SUPERSEDED SURVEY CONTROL
 MR0604
 MR0604  NGVD 29 (06/08/92) 1922.737  (m)         6308.18   (f) ADJUSTED    1 2
 MR0604
 MR0604.Superseded values are not recommended for survey control.
 MR0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0604.See file dsdata.txt to determine how the superseded data were derived.
 MR0604
 MR0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM807028(NAD 83)
 MR0604_MARKER: DB = BENCH MARK DISK
 MR0604_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MR0604_SP_SET: ABUTMENT
 MR0604_STAMPING: M 340 1983
 MR0604_MARK LOGO: NGS   
 MR0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0604
 MR0604  HISTORY     - Date     Condition        Report By
 MR0604  HISTORY     - 1983     MONUMENTED       NGS
 MR0604
 MR0604                          STATION DESCRIPTION
 MR0604
 MR0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0604'5.9 KM (3.65 MI) SW FROM GRANGER.
 MR0604'5.9 KM (3.65 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0604'THE STATION IN GRANGER, IN TOP OF AND 1.7 METERS (5.6 FT) NORTH OF THE
 MR0604'SOUTH END OF THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER
 MR0604'850.82, AND 2.1 METERS (6.9 FT) SOUTH OF THE NEAR RAIL.
 MR0604'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0376 ***********************************************************************
 MQ0376  DESIGNATION -  M 341
 MQ0376  PID         -  MQ0376
 MQ0376  STATE/COUNTY-  WY/SWEETWATER
 MQ0376  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0376
 MQ0376                         *CURRENT SURVEY CONTROL
 MQ0376  ___________________________________________________________________
 MQ0376* NAD 83(1986)-  41 38 14.     (N)    108 45 49.     (W)     SCALED    
 MQ0376* NAVD 88     -      1993.534  (meters)    6540.45   (feet)  ADJUSTED  
 MQ0376  ___________________________________________________________________
 MQ0376  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MQ0376  DYNAMIC HT  -        1991.847 (meters)    6534.92  (feet)  COMP
 MQ0376  MODELED GRAV-     979,705.7   (mgal)                       NAVD 88
 MQ0376
 MQ0376  VERT ORDER  -  FIRST     CLASS II
 MQ0376
 MQ0376.The horizontal coordinates were scaled from a topographic map and have
 MQ0376.an estimated accuracy of +/- 6 seconds.
 MQ0376
 MQ0376.The orthometric height was determined by differential leveling
 MQ0376.and adjusted by the National Geodetic Survey in June 1991..
 MQ0376
 MQ0376.The geoid height was determined by GEOID03.
 MQ0376
 MQ0376.The dynamic height is computed by dividing the NAVD 88
 MQ0376.geopotential number by the normal gravity value computed on the
 MQ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0376.degrees latitude (g = 980.6199 gals.).
 MQ0376
 MQ0376.The modeled gravity was interpolated from observed gravity values.
 MQ0376
 MQ0376;                    North         East    Units  Estimated Accuracy
 MQ0376;SPC WYWC     -   126,290.      598,870.      MT  (+/- 180 meters Scaled)
 MQ0376
 MQ0376                          SUPERSEDED SURVEY CONTROL
 MQ0376
 MQ0376  NGVD 29 (06/08/92) 1992.258  (m)         6536.27   (f) ADJUSTED    1 2
 MQ0376
 MQ0376.Superseded values are not recommended for survey control.
 MQ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0376.See file dsdata.txt to determine how the superseded data were derived.
 MQ0376
 MQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM862119(NAD 83)
 MQ0376_MARKER: I = METAL ROD
 MQ0376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0376_SP_SET: STAINLESS STEEL ROD
 MQ0376_STAMPING: M 341 1983
 MQ0376_MARK LOGO: NGS   
 MQ0376_PROJECTION: FLUSH
 MQ0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0376_ROD/PIPE-DEPTH: 14.7 meters
 MQ0376
 MQ0376  HISTORY     - Date     Condition        Report By
 MQ0376  HISTORY     - 1983     MONUMENTED       NGS
 MQ0376
 MQ0376                          STATION DESCRIPTION
 MQ0376
 MQ0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0376'3.9 KM (2.4 MI) SE FROM POINT OF ROCKS.
 MQ0376'3.9 KM (2.4 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0376'THE STATION IN POINT OF ROCKS, 0.8 KM (0.5 MI) NORTHWEST OF MILEPOST
 MQ0376'773, 0.6 KM (0.35 MI) NORTHWEST OF A UTILITY LINE CROSSING, 22.2
 MQ0376'METERS (72.8 FT) SOUTHWEST OF THE NEAR RAIL, AND 1.7 METERS (5.6 FT)
 MQ0376'SOUTHEAST OF A UTILITY POLE WITH TWO WHITE STRIPES.  NOTE, ACCESS TO
 MQ0376'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0376'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MQ0376'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0385 ***********************************************************************
 MQ0385  DESIGNATION -  M 342
 MQ0385  PID         -  MQ0385
 MQ0385  STATE/COUNTY-  WY/SWEETWATER
 MQ0385  USGS QUAD   -  TABLE ROCK (1970)
 MQ0385
 MQ0385                         *CURRENT SURVEY CONTROL
 MQ0385  ___________________________________________________________________
 MQ0385* NAD 83(1986)-  41 36 32.     (N)    108 24 34.     (W)     SCALED    
 MQ0385* NAVD 88     -      2075.601  (meters)    6809.70   (feet)  ADJUSTED  
 MQ0385  ___________________________________________________________________
 MQ0385  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 MQ0385  DYNAMIC HT  -        2073.769 (meters)    6803.69  (feet)  COMP
 MQ0385  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 MQ0385
 MQ0385  VERT ORDER  -  FIRST     CLASS II
 MQ0385
 MQ0385.The horizontal coordinates were scaled from a topographic map and have
 MQ0385.an estimated accuracy of +/- 6 seconds.
 MQ0385
 MQ0385.The orthometric height was determined by differential leveling
 MQ0385.and adjusted by the National Geodetic Survey in June 1991..
 MQ0385
 MQ0385.The geoid height was determined by GEOID03.
 MQ0385
 MQ0385.The dynamic height is computed by dividing the NAVD 88
 MQ0385.geopotential number by the normal gravity value computed on the
 MQ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0385.degrees latitude (g = 980.6199 gals.).
 MQ0385
 MQ0385.The modeled gravity was interpolated from observed gravity values.
 MQ0385
 MQ0385;                    North         East    Units  Estimated Accuracy
 MQ0385;SPC WYWC     -   123,200.      628,390.      MT  (+/- 180 meters Scaled)
 MQ0385
 MQ0385                          SUPERSEDED SURVEY CONTROL
 MQ0385
 MQ0385  NGVD 29 (06/08/92) 2074.326  (m)         6805.52   (f) ADJUSTED    1 2
 MQ0385
 MQ0385.Superseded values are not recommended for survey control.
 MQ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0385.See file dsdata.txt to determine how the superseded data were derived.
 MQ0385
 MQ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM158095(NAD 83)
 MQ0385_MARKER: I = METAL ROD
 MQ0385_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MQ0385_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MQ0385_STAMPING: M 342 1983
 MQ0385_MARK LOGO: NGS   
 MQ0385_PROJECTION: FLUSH
 MQ0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0385+STABILITY: POSITION/ELEVATION WELL
 MQ0385_ROD/PIPE-DEPTH: 9.1  meters
 MQ0385_SLEEVE-DEPTH  : 4.6 meters
 MQ0385
 MQ0385  HISTORY     - Date     Condition        Report By
 MQ0385  HISTORY     - 1983     MONUMENTED       NGS
 MQ0385
 MQ0385                          STATION DESCRIPTION
 MQ0385
 MQ0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0385'2.0 KM (1.25 MI) WEST FROM TABLE ROCK.
 MQ0385'2.0 KM (1.25 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0385'STATION IN TABLE ROCK, 0.2 KM (0.1 MI) NORTH OF MILEPOST 748, 59.1
 MQ0385'METERS (193.9 FT) NORTHWEST OF THE NEAR RAIL, AND 34.7 METERS (113.8
 MQ0385'FT) NORTHWEST OF THE CENTER OF A TRACK ROAD.  NOTE, THE ROD IS
 MQ0385'ANCHORED IN 7.0 FEET OF CONCRETE.  ACCESS TO THE DATUM POINT IS
 MQ0385'THROUGH A 5-INCH LOGO CAP.
 MQ0385'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST AND FENCE
 MQ0385'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0976 ***********************************************************************
 MO0976  DESIGNATION -  M 343
 MO0976  PID         -  MO0976
 MO0976  STATE/COUNTY-  WY/ALBANY
 MO0976  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO0976
 MO0976                         *CURRENT SURVEY CONTROL
 MO0976  ___________________________________________________________________
 MO0976* NAD 83(1986)-  41 38 37.     (N)    105 46 42.     (W)     SCALED    
 MO0976* NAVD 88     -      2147.215  (meters)    7044.65   (feet)  ADJUSTED  
 MO0976  ___________________________________________________________________
 MO0976  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 MO0976  DYNAMIC HT  -        2145.391 (meters)    7038.67  (feet)  COMP
 MO0976  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 MO0976
 MO0976  VERT ORDER  -  FIRST     CLASS II
 MO0976
 MO0976.The horizontal coordinates were scaled from a topographic map and have
 MO0976.an estimated accuracy of +/- 6 seconds.
 MO0976
 MO0976.The orthometric height was determined by differential leveling
 MO0976.and adjusted by the National Geodetic Survey in June 1991..
 MO0976
 MO0976.The geoid height was determined by GEOID03.
 MO0976
 MO0976.The dynamic height is computed by dividing the NAVD 88
 MO0976.geopotential number by the normal gravity value computed on the
 MO0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0976.degrees latitude (g = 980.6199 gals.).
 MO0976
 MO0976.The modeled gravity was interpolated from observed gravity values.
 MO0976
 MO0976;                    North         East    Units  Estimated Accuracy
 MO0976;SPC WY E     -   127,180.      149,040.      MT  (+/- 180 meters Scaled)
 MO0976
 MO0976                          SUPERSEDED SURVEY CONTROL
 MO0976
 MO0976  NGVD 29 (06/08/92) 2146.135  (m)         7041.11   (f) ADJUSTED    1 2
 MO0976
 MO0976.Superseded values are not recommended for survey control.
 MO0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0976.See file dsdata.txt to determine how the superseded data were derived.
 MO0976
 MO0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG351105(NAD 83)
 MO0976_MARKER: I = METAL ROD
 MO0976_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0976_SP_SET: STAINLESS STEEL ROD
 MO0976_STAMPING: M 343 1983
 MO0976_MARK LOGO: NGS   
 MO0976_PROJECTION: FLUSH
 MO0976_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0976_ROD/PIPE-DEPTH: 6.7  meters
 MO0976
 MO0976  HISTORY     - Date     Condition        Report By
 MO0976  HISTORY     - 1983     MONUMENTED       NGS
 MO0976  HISTORY     - 19990824 GOOD             WYDT
 MO0976
 MO0976                          STATION DESCRIPTION
 MO0976
 MO0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0976'21.8 KM (13.55 MI) SE FROM ROCK RIVER.
 MO0976'21.8 KM (13.55 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0976'THE STATION IN ROCK RIVER, 0.4 KM (0.25 FT) SOUTHEAST OF MILEPOST 292,
 MO0976'18.7 METERS (61.4 FT) NORTHEAST OF THE NEAR RAIL, AND 1.0 METERS
 MO0976'(3.3 FT) NORTHWEST OF AN UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 MO0976'IS THROUGH A 5-INCH LOGO CAP.
 MO0976'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MO0976'THE MARK IS 2.0 M BELOW THE TRACKS.
 MO0976
 MO0976                          STATION RECOVERY (1999)
 MO0976
 MO0976'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0976'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0976'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0955 ***********************************************************************
 MO0955  DESIGNATION -  M 344
 MO0955  PID         -  MO0955
 MO0955  STATE/COUNTY-  WY/ALBANY
 MO0955  USGS QUAD   -  DALE CREEK (1987)
 MO0955
 MO0955                         *CURRENT SURVEY CONTROL
 MO0955  ___________________________________________________________________
 MO0955* NAD 83(1986)-  41 05 00.     (N)    105 24 38.     (W)     SCALED    
 MO0955* NAVD 88     -      2403.584  (meters)    7885.76   (feet)  ADJUSTED  
 MO0955  ___________________________________________________________________
 MO0955  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 MO0955  DYNAMIC HT  -        2401.383 (meters)    7878.54  (feet)  COMP
 MO0955  MODELED GRAV-     979,620.2   (mgal)                       NAVD 88
 MO0955
 MO0955  VERT ORDER  -  FIRST     CLASS II
 MO0955
 MO0955.The horizontal coordinates were scaled from a topographic map and have
 MO0955.an estimated accuracy of +/- 6 seconds.
 MO0955
 MO0955.The orthometric height was determined by differential leveling
 MO0955.and adjusted by the National Geodetic Survey in June 1991..
 MO0955
 MO0955.The geoid height was determined by GEOID03.
 MO0955
 MO0955.The dynamic height is computed by dividing the NAVD 88
 MO0955.geopotential number by the normal gravity value computed on the
 MO0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0955.degrees latitude (g = 980.6199 gals.).
 MO0955
 MO0955.The modeled gravity was interpolated from observed gravity values.
 MO0955
 MO0955;                    North         East    Units  Estimated Accuracy
 MO0955;SPC WY E     -    64,800.      179,510.      MT  (+/- 180 meters Scaled)
 MO0955
 MO0955                          SUPERSEDED SURVEY CONTROL
 MO0955
 MO0955  NGVD 29 (06/08/92) 2402.482  (m)         7882.14   (f) ADJUSTED    1 2
 MO0955
 MO0955.Superseded values are not recommended for survey control.
 MO0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0955.See file dsdata.txt to determine how the superseded data were derived.
 MO0955
 MO0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF655480(NAD 83)
 MO0955_MARKER: DB = BENCH MARK DISK
 MO0955_SETTING: 66 = SET IN ROCK OUTCROP
 MO0955_SP_SET: ROCK OUTCROP
 MO0955_STAMPING: M 344 1983
 MO0955_MARK LOGO: NGS   
 MO0955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0955+STABILITY: POSITION/ELEVATION WELL
 MO0955
 MO0955  HISTORY     - Date     Condition        Report By
 MO0955  HISTORY     - 1983     MONUMENTED       NGS
 MO0955  HISTORY     - 1985     GOOD             DMA
 MO0955
 MO0955                          STATION DESCRIPTION
 MO0955
 MO0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0955'34.9 KM (21.7 MI) SE FROM LARAMIE.
 MO0955'34.9 KM (21.7 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0955'THE STATION IN LARAMIE, NEAR THE WEST END OF A SMALL CUT, NEAR THE
 MO0955'CENTER OF A 2- BY 8-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM
 MO0955'(0.1 MI) EAST OF A FIELD ENTRANCE, 54.0 METERS (177.2 FT) WEST OF
 MO0955'MILEPOST 544, 23.0 METERS (75.5 FT) EAST OF THE WEST END OF THE CUT,
 MO0955'AND 12.9 METERS (42.3 FT) NORTH OF THE NEAR RAIL.
 MO0955'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MO0955'THE MARK IS 0.4 M ABOVE THE TRACKS.
 MO0955
 MO0955                          STATION RECOVERY (1985)
 MO0955
 MO0955'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0424 ***********************************************************************
 MQ0424  DESIGNATION -  M 345
 MQ0424  PID         -  MQ0424
 MQ0424  STATE/COUNTY-  WY/SWEETWATER
 MQ0424  USGS QUAD   -  HAYSTACK BUTTES NORTH (1996)
 MQ0424
 MQ0424                         *CURRENT SURVEY CONTROL
 MQ0424  ___________________________________________________________________
 MQ0424* NAD 83(1986)-  41 08 28.     (N)    109 35 57.     (W)     SCALED    
 MQ0424* NAVD 88     -      1875.056  (meters)    6151.75   (feet)  ADJUSTED  
 MQ0424  ___________________________________________________________________
 MQ0424  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 MQ0424  DYNAMIC HT  -        1873.385 (meters)    6146.26  (feet)  COMP
 MQ0424  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 MQ0424
 MQ0424  VERT ORDER  -  FIRST     CLASS II
 MQ0424
 MQ0424.The horizontal coordinates were scaled from a topographic map and have
 MQ0424.an estimated accuracy of +/- 6 seconds.
 MQ0424
 MQ0424.The orthometric height was determined by differential leveling
 MQ0424.and adjusted by the National Geodetic Survey in June 1991..
 MQ0424
 MQ0424.The geoid height was determined by GEOID03.
 MQ0424
 MQ0424.The dynamic height is computed by dividing the NAVD 88
 MQ0424.geopotential number by the normal gravity value computed on the
 MQ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0424.degrees latitude (g = 980.6199 gals.).
 MQ0424
 MQ0424.The modeled gravity was interpolated from observed gravity values.
 MQ0424
 MQ0424;                    North         East    Units  Estimated Accuracy
 MQ0424;SPC WYWC     -    71,540.      528,710.      MT  (+/- 180 meters Scaled)
 MQ0424
 MQ0424                          SUPERSEDED SURVEY CONTROL
 MQ0424
 MQ0424.No superseded survey control is available for this station.
 MQ0424
 MQ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL175553(NAD 83)
 MQ0424_MARKER: I = METAL ROD
 MQ0424_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0424+WITH SETTING: INFORMATION.
 MQ0424_SP_SET: SHALLOW-SET METAL ROD
 MQ0424_STAMPING: M 345 1984
 MQ0424_MARK LOGO: NGS   
 MQ0424_PROJECTION: FLUSH
 MQ0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0424_ROD/PIPE-DEPTH: 2.5  meters
 MQ0424
 MQ0424  HISTORY     - Date     Condition        Report By
 MQ0424  HISTORY     - 1984     MONUMENTED       NGS
 MQ0424
 MQ0424                          STATION DESCRIPTION
 MQ0424
 MQ0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0424'22.7 KM (14.1 MI) NE FROM MANILA UT.
 MQ0424'22.7 KM (14.1 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0424'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 2.5 KM (1.55 MI) SOUTH
 MQ0424'OF A GRAVELED ROAD LEADING TO SQUAW HOLLOW, 0.8 KM (0.5 MI) NORTH OF A
 MQ0424'DIRT ROAD LEADING EAST, 61.6 M (202.1 FT) WEST OF THE CENTERLINE OF
 MQ0424'THE HIGHWAY, AND 14.5 M (47.6 FT) NORTHEAST OF THE CENTER OF A FORK OF
 MQ0424'TWO DRY WASHES.  NOTE REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE
 MQ0424'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0424'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0424'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9042 ***********************************************************************
 AD9042  DESIGNATION -  M 346
 AD9042  PID         -  AD9042
 AD9042  STATE/COUNTY-  WY/CROOK
 AD9042  USGS QUAD   -  DEVILS RUN (1984)
 AD9042
 AD9042                         *CURRENT SURVEY CONTROL
 AD9042  ___________________________________________________________________
 AD9042* NAD 83(1986)-  44 59 35.     (N)    104 21 30.     (W)     SCALED    
 AD9042* NAVD 88     -      1069.482  (meters)    3508.79   (feet)  ADJUSTED  
 AD9042  ___________________________________________________________________
 AD9042  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 AD9042  DYNAMIC HT  -        1069.197 (meters)    3507.86  (feet)  COMP
 AD9042  MODELED GRAV-     980,313.3   (mgal)                       NAVD 88
 AD9042
 AD9042  VERT ORDER  -  FIRST     CLASS II
 AD9042
 AD9042.The horizontal coordinates were scaled from a topographic map and have
 AD9042.an estimated accuracy of +/- 6 seconds.
 AD9042
 AD9042.The orthometric height was determined by differential leveling
 AD9042.and adjusted by the National Geodetic Survey in July 1998..
 AD9042
 AD9042.The geoid height was determined by GEOID03.
 AD9042
 AD9042.The dynamic height is computed by dividing the NAVD 88
 AD9042.geopotential number by the normal gravity value computed on the
 AD9042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9042.degrees latitude (g = 980.6199 gals.).
 AD9042
 AD9042.The modeled gravity was interpolated from observed gravity values.
 AD9042
 AD9042;                    North         East    Units  Estimated Accuracy
 AD9042;SPC WY E     -   499,410.      263,740.      MT  (+/- 180 meters Scaled)
 AD9042
 AD9042                          SUPERSEDED SURVEY CONTROL
 AD9042
 AD9042.No superseded survey control is available for this station.
 AD9042
 AD9042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK505823(NAD 83)
 AD9042_MARKER: I = METAL ROD
 AD9042_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9042_STAMPING: M 346 1995
 AD9042_MARK LOGO: NGS   
 AD9042_PROJECTION: FLUSH
 AD9042_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9042+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9042_ROD/PIPE-DEPTH: 4.5  meters
 AD9042_SLEEVE-DEPTH  : 0.9 meters
 AD9042
 AD9042  HISTORY     - Date     Condition        Report By
 AD9042  HISTORY     - 1995     MONUMENTED       NGS
 AD9042
 AD9042                          STATION DESCRIPTION
 AD9042
 AD9042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9042'5.5 KM (3.40 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9042'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 22.0 M (72.2 FT)
 AD9042'SOUTHWEST OF THE HIGHWAY CENTERLINE, 7.6 M (24.9 FT) SOUTHWEST OF THE
 AD9042'CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0 FT) NORTHEAST OF A
 AD9042'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AD9042'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AD9042'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AD9042'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0204 ***********************************************************************
 PV0204  DESIGNATION -  M 35
 PV0204  PID         -  PV0204
 PV0204  STATE/COUNTY-  WY/CAMPBELL
 PV0204  USGS QUAD   -  MOYER SPRINGS (1971)
 PV0204
 PV0204                         *CURRENT SURVEY CONTROL
 PV0204  ___________________________________________________________________
 PV0204* NAD 83(1986)-  44 25 04.     (N)    105 27 46.     (W)     SCALED    
 PV0204* NAVD 88     -      1294.514  (meters)    4247.08   (feet)  POSTED    
 PV0204  ___________________________________________________________________
 PV0204  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0204  DYNAMIC HT  -        1294.030 (meters)    4245.50  (feet)  COMP
 PV0204  MODELED GRAV-     980,197.0   (mgal)                       NAVD 88
 PV0204  OBS GRAVITY -     980,195.8   (mgal)                       GRAV_OBS
 PV0204
 PV0204  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 PV0204
 PV0204.The horizontal coordinates were scaled from a topographic map and have
 PV0204.an estimated accuracy of +/- 6 seconds.
 PV0204
 PV0204.The orthometric height was determined by differential leveling
 PV0204.and adjusted by the National Geodetic Survey in 1992..
 PV0204.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 PV0204.rate of 2.1 thru 3.0 mm/km.
 PV0204
 PV0204.The geoid height was determined by GEOID03.
 PV0204
 PV0204.The dynamic height is computed by dividing the NAVD 88
 PV0204.geopotential number by the normal gravity value computed on the
 PV0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0204.degrees latitude (g = 980.6199 gals.).
 PV0204
 PV0204.The modeled gravity was interpolated from observed gravity values.
 PV0204.The observed gravity was obtained from relative gravimeter ties
 PV0204.to the IGSN71 gravity network.
 PV0204
 PV0204;                    North         East    Units  Estimated Accuracy
 PV0204;SPC WY E     -   435,210.      176,420.      MT  (+/- 180 meters Scaled)
 PV0204
 PV0204                          SUPERSEDED SURVEY CONTROL
 PV0204
 PV0204  NGVD 29 (??/??/92) 1293.877  (m)         4244.99   (f) ADJ UNCH    1 2
 PV0204
 PV0204.Superseded values are not recommended for survey control.
 PV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0204.See file dsdata.txt to determine how the superseded data were derived.
 PV0204
 PV0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK631183(NAD 83)
 PV0204_MARKER: DB = BENCH MARK DISK
 PV0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0204_STAMPING: M 35 1933
 PV0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0204+STABILITY: SURFACE MOTION
 PV0204
 PV0204  HISTORY     - Date     Condition        Report By
 PV0204  HISTORY     - 1933     MONUMENTED       CGS
 PV0204  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0204
 PV0204                          STATION DESCRIPTION
 PV0204
 PV0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PV0204'9.2 MI N FROM GILLETTE.
 PV0204'9.2 MILES NORTH ALONG THE GILLETTE-BROADUS ROAD FROM THE CHICAGO,
 PV0204'BURLINGTON AND QUINCY RAILROAD STATION AT GILLETTE, CAMPBELL
 PV0204'COUNTY, 0.8 MILE NORTH OF THE TOM STREETS RANCH HOUSE, AT THE
 PV0204'TOP OF A HILL THAT RISES FROM THE NORTH, AT A CURVE TO THE RIGHT,
 PV0204'ACROSS THE ROAD FROM A POINT OF ROCKS ON THE WEST SIDE OF THE
 PV0204'ROAD, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 2.5 FEET
 PV0204'WEST OF A WIRE FENCE.  A STANDARD DISK, STAMPED M 35 1933 AND
 PV0204'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PV0204
 PV0204                          STATION RECOVERY (1985)
 PV0204
 PV0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0204'NOT RECOVERED.  MARK IS ON COAL MINE PROPERTY, NO LOCAL ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0430 ***********************************************************************
 PV0430  DESIGNATION -  M 353
 PV0430  PID         -  PV0430
 PV0430  STATE/COUNTY-  WY/WESTON
 PV0430  USGS QUAD   -  THORNTON (1984)
 PV0430
 PV0430                         *CURRENT SURVEY CONTROL
 PV0430  ___________________________________________________________________
 PV0430* NAD 83(1986)-  44 09 40.     (N)    104 44 20.     (W)     SCALED    
 PV0430* NAVD 88     -      1313.572  (meters)    4309.61   (feet)  ADJUSTED  
 PV0430  ___________________________________________________________________
 PV0430  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PV0430  DYNAMIC HT  -        1313.043 (meters)    4307.88  (feet)  COMP
 PV0430  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 PV0430
 PV0430  VERT ORDER  -  FIRST     CLASS II
 PV0430
 PV0430.The horizontal coordinates were scaled from a topographic map and have
 PV0430.an estimated accuracy of +/- 6 seconds.
 PV0430
 PV0430.The orthometric height was determined by differential leveling
 PV0430.and adjusted by the National Geodetic Survey in June 1991..
 PV0430
 PV0430.The geoid height was determined by GEOID03.
 PV0430
 PV0430.The dynamic height is computed by dividing the NAVD 88
 PV0430.geopotential number by the normal gravity value computed on the
 PV0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0430.degrees latitude (g = 980.6199 gals.).
 PV0430
 PV0430.The modeled gravity was interpolated from observed gravity values.
 PV0430
 PV0430;                    North         East    Units  Estimated Accuracy
 PV0430;SPC WY E     -   406,740.      234,220.      MT  (+/- 180 meters Scaled)
 PV0430
 PV0430                          SUPERSEDED SURVEY CONTROL
 PV0430
 PV0430.No superseded survey control is available for this station.
 PV0430
 PV0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ208898(NAD 83)
 PV0430_MARKER: I = METAL ROD
 PV0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0430_SP_SET: STAINLESS STEEL ROD
 PV0430_STAMPING: M 353 1985
 PV0430_MARK LOGO: NGS   
 PV0430_PROJECTION: FLUSH
 PV0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0430_ROD/PIPE-DEPTH: 4.9  meters
 PV0430
 PV0430  HISTORY     - Date     Condition        Report By
 PV0430  HISTORY     - 1985     MONUMENTED       NGS
 PV0430
 PV0430                          STATION DESCRIPTION
 PV0430
 PV0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0430'11.3 KM (7.0 MI) NW FROM UPTON.
 PV0430'11.35 KM (7.1 MI) NORTHWEST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0430'UPTON, IN THE NORTHWEST CORNER OF THE Y JUNCTION OF A PAVED ROAD
 PV0430'LEADING NORTH, 0.25 KM (0.15 MI) NORTHWEST OF MILEPOST 13, 29.9 METERS
 PV0430'(98 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 22.7 METERS (74.5 FT)
 PV0430'WEST OF THE CENTER OF THE ROAD, 20.6 METERS (67.5 FT) NORTHWEST OF THE
 PV0430'NORTH CORNER OF A STEEL CATTLE GUARD AND 0.5 METER (1.5 FT) SOUTHWEST
 PV0430'OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PV0430'5-INCH LOGO CAP.
 PV0430'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 PV0430'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0356 ***********************************************************************
 PV0356  DESIGNATION -  M 354
 PV0356  PID         -  PV0356
 PV0356  STATE/COUNTY-  WY/CAMPBELL
 PV0356  USGS QUAD   -  FOUR BAR J RANCH (1971)
 PV0356
 PV0356                         *CURRENT SURVEY CONTROL
 PV0356  ___________________________________________________________________
 PV0356* NAD 83(1986)-  44 09 26.     (N)    105 39 51.     (W)     SCALED    
 PV0356* NAVD 88     -      1474.206  (meters)    4836.62   (feet)  ADJUSTED  
 PV0356  ___________________________________________________________________
 PV0356  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 PV0356  DYNAMIC HT  -        1473.531 (meters)    4834.41  (feet)  COMP
 PV0356  MODELED GRAV-     980,108.9   (mgal)                       NAVD 88
 PV0356
 PV0356  VERT ORDER  -  FIRST     CLASS II
 PV0356
 PV0356.The horizontal coordinates were scaled from a topographic map and have
 PV0356.an estimated accuracy of +/- 6 seconds.
 PV0356
 PV0356.The orthometric height was determined by differential leveling
 PV0356.and adjusted by the National Geodetic Survey in June 1991..
 PV0356
 PV0356.The geoid height was determined by GEOID03.
 PV0356
 PV0356.The dynamic height is computed by dividing the NAVD 88
 PV0356.geopotential number by the normal gravity value computed on the
 PV0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0356.degrees latitude (g = 980.6199 gals.).
 PV0356
 PV0356.The modeled gravity was interpolated from observed gravity values.
 PV0356
 PV0356;                    North         East    Units  Estimated Accuracy
 PV0356;SPC WY E     -   406,340.      160,210.      MT  (+/- 180 meters Scaled)
 PV0356
 PV0356                          SUPERSEDED SURVEY CONTROL
 PV0356
 PV0356  NGVD 29 (06/08/92) 1473.462  (m)         4834.18   (f) ADJUSTED    1 2
 PV0356
 PV0356.Superseded values are not recommended for survey control.
 PV0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0356.See file dsdata.txt to determine how the superseded data were derived.
 PV0356
 PV0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ468895(NAD 83)
 PV0356_MARKER: I = METAL ROD
 PV0356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0356_SP_SET: STAINLESS STEEL ROD
 PV0356_STAMPING: M 354 1985
 PV0356_MARK LOGO: NGS   
 PV0356_PROJECTION: FLUSH
 PV0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0356_ROD/PIPE-DEPTH: 4.6  meters
 PV0356
 PV0356  HISTORY     - Date     Condition        Report By
 PV0356  HISTORY     - 1985     MONUMENTED       NGS
 PV0356
 PV0356                          STATION DESCRIPTION
 PV0356
 PV0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0356'19.5 KM (12.1 MI) SW FROM GILLETTE.
 PV0356'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0356'IN GILLETTE, THENCE 14.22 KM (8.84 MI) SOUTHWEST ALONG STATE HIGHWAY
 PV0356'50, IN THE NORTH CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING
 PV0356'NORTHWEST, AT THE SOUTHWEST END OF A CUT, 0.64 KM (0.40 MI) SOUTHWEST
 PV0356'OF MILEPOST 13, 29.7 METERS (97.5 FT) NORTHWEST OF THE HIGHWAY
 PV0356'CENTERLINE, 4.9 METERS (16 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 PV0356'1.2 METERS (4 FT) NORTHEAST OF THE NORTHEAST END OF A WIRE GATE IN THE
 PV0356'RIGHT OF WAY FENCE AND 0.6 METER (2 FT) SOUTHEAST OF THE RIGHT OF WAY
 PV0356'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0356'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PV0356'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0308 ***********************************************************************
 OU0308  DESIGNATION -  M 355
 OU0308  PID         -  OU0308
 OU0308  STATE/COUNTY-  WY/CAMPBELL
 OU0308  USGS QUAD   -  SAVAGETON (1973)
 OU0308
 OU0308                         *CURRENT SURVEY CONTROL
 OU0308  ___________________________________________________________________
 OU0308* NAD 83(1986)-  43 45 02.     (N)    105 47 11.     (W)     SCALED    
 OU0308* NAVD 88     -      1576.289  (meters)    5171.54   (feet)  ADJUSTED  
 OU0308  ___________________________________________________________________
 OU0308  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0308  DYNAMIC HT  -        1575.440 (meters)    5168.76  (feet)  COMP
 OU0308  MODELED GRAV-     980,025.0   (mgal)                       NAVD 88
 OU0308
 OU0308  VERT ORDER  -  FIRST     CLASS II
 OU0308
 OU0308.The horizontal coordinates were scaled from a topographic map and have
 OU0308.an estimated accuracy of +/- 6 seconds.
 OU0308
 OU0308.The orthometric height was determined by differential leveling
 OU0308.and adjusted by the National Geodetic Survey in June 1991..
 OU0308
 OU0308.The geoid height was determined by GEOID03.
 OU0308
 OU0308.The dynamic height is computed by dividing the NAVD 88
 OU0308.geopotential number by the normal gravity value computed on the
 OU0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0308.degrees latitude (g = 980.6199 gals.).
 OU0308
 OU0308.The modeled gravity was interpolated from observed gravity values.
 OU0308
 OU0308;                    North         East    Units  Estimated Accuracy
 OU0308;SPC WY E     -   361,220.      150,090.      MT  (+/- 180 meters Scaled)
 OU0308
 OU0308                          SUPERSEDED SURVEY CONTROL
 OU0308
 OU0308  NGVD 29 (06/08/92) 1575.477  (m)         5168.88   (f) ADJUSTED    1 2
 OU0308
 OU0308.Superseded values are not recommended for survey control.
 OU0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0308.See file dsdata.txt to determine how the superseded data were derived.
 OU0308
 OU0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ366444(NAD 83)
 OU0308_MARKER: I = METAL ROD
 OU0308_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0308+WITH SETTING: INFORMATION.
 OU0308_SP_SET: SHALLOW-SET METAL ROD
 OU0308_STAMPING: M 355 1985
 OU0308_MARK LOGO: NGS   
 OU0308_PROJECTION: FLUSH
 OU0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0308_ROD/PIPE-DEPTH: 2.1  meters
 OU0308
 OU0308  HISTORY     - Date     Condition        Report By
 OU0308  HISTORY     - 1985     MONUMENTED       NGS
 OU0308
 OU0308                          STATION DESCRIPTION
 OU0308
 OU0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0308'14.9 KM (9.25 MI) NORTH FROM PINE TREE JUNCTION.
 OU0308'14.92 KM (9.27 MI) NORTH ALONG STATE HIGHWAY 50 FROM PINE TREE
 OU0308'JUNCTION, IN THE NORTHWEST CORNER OF THE T JUNCTION OF VAN BUGGEMUM
 OU0308'ROAD LEADING WEST, 29.9 METERS (98 FT) WEST OF THE HIGHWAY CENTERLINE,
 OU0308'10.1 METERS (33 FT) NORTH OF THE CENTER OF THE ROAD, 8.4 METERS (27.5
 OU0308'FT) SOUTH-SOUTHEAST OF A POWER POLE, 0.5 METER (1.8 FT)
 OU0308'NORTH-NORTHEAST OF THE NORTH END OF A WIRE GATE IN THE RIGHT OF WAY
 OU0308'FENCE AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.
 OU0308'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 OU0308'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0272 ***********************************************************************
 OV0272  DESIGNATION -  M 356
 OV0272  PID         -  OV0272
 OV0272  STATE/COUNTY-  WY/JOHNSON
 OV0272  USGS QUAD   -  TAYLOR RANCH (1973)
 OV0272
 OV0272                         *CURRENT SURVEY CONTROL
 OV0272  ___________________________________________________________________
 OV0272* NAD 83(1986)-  43 33 26.     (N)    106 05 13.     (W)     SCALED    
 OV0272* NAVD 88     -      1540.707  (meters)    5054.80   (feet)  ADJUSTED  
 OV0272  ___________________________________________________________________
 OV0272  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 OV0272  DYNAMIC HT  -        1539.827 (meters)    5051.92  (feet)  COMP
 OV0272  MODELED GRAV-     979,994.8   (mgal)                       NAVD 88
 OV0272
 OV0272  VERT ORDER  -  FIRST     CLASS II
 OV0272
 OV0272.The horizontal coordinates were scaled from a topographic map and have
 OV0272.an estimated accuracy of +/- 6 seconds.
 OV0272
 OV0272.The orthometric height was determined by differential leveling
 OV0272.and adjusted by the National Geodetic Survey in June 1991..
 OV0272
 OV0272.The geoid height was determined by GEOID03.
 OV0272
 OV0272.The dynamic height is computed by dividing the NAVD 88
 OV0272.geopotential number by the normal gravity value computed on the
 OV0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0272.degrees latitude (g = 980.6199 gals.).
 OV0272
 OV0272.The modeled gravity was interpolated from observed gravity values.
 OV0272
 OV0272;                    North         East    Units  Estimated Accuracy
 OV0272;SPC WYEC     -   440,310.      500,700.      MT  (+/- 180 meters Scaled)
 OV0272
 OV0272                          SUPERSEDED SURVEY CONTROL
 OV0272
 OV0272  NGVD 29 (06/08/92) 1539.862  (m)         5052.03   (f) ADJUSTED    1 2
 OV0272
 OV0272.Superseded values are not recommended for survey control.
 OV0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0272.See file dsdata.txt to determine how the superseded data were derived.
 OV0272
 OV0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ122232(NAD 83)
 OV0272_MARKER: I = METAL ROD
 OV0272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0272_SP_SET: STAINLESS STEEL ROD
 OV0272_STAMPING: M 356 1985
 OV0272_MARK LOGO: NGS   
 OV0272_PROJECTION: FLUSH
 OV0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0272_ROD/PIPE-DEPTH: 9.8  meters
 OV0272
 OV0272  HISTORY     - Date     Condition        Report By
 OV0272  HISTORY     - 1985     MONUMENTED       NGS
 OV0272
 OV0272                          STATION DESCRIPTION
 OV0272
 OV0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0272'24.4 KM (15.15 MI) NE FROM MIDWEST.
 OV0272'24.37 KM (15.15 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE
 OV0272'JUNCTION OF STATE HIGHWAY 259 AT MIDWEST, ALSO 26.26 KM (16.32 MI)
 OV0272'SOUTHWEST OF PINE TREE JUNCTION, IN THE SOUTHWEST CORNER OF THE
 OV0272'JUNCTION OF A GRAVEL ROAD, ON THE EAST EDGE OF THE WESTERN FORK OF
 OV0272'CRAWFORD DRAW, 0.27 KM (0.17 MI) EAST OF MILEPOST 115, 29.9 METERS (98
 OV0272'FT) SOUTH OF THE HIGHWAY CENTERLINE, 128.0 METERS (420 FT) WEST OF THE
 OV0272'CENTER OF THE GRAVEL ROAD, 76.8 METERS (252 FT) EAST OF THE SOUTH END
 OV0272'OF A 60-INCH PIPE CULVERT AT THE BOTTOM OF THE DRAW, 52.7 METERS
 OV0272'(173 FT) WEST-SOUTHWEST OF THE EAST END OF A METAL GUARD RAIL AND 0.3
 OV0272'METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.
 OV0272'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OV0272'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0390 ***********************************************************************
 PV0390  DESIGNATION -  M 357
 PV0390  PID         -  PV0390
 PV0390  STATE/COUNTY-  WY/CAMPBELL
 PV0390  USGS QUAD   -  WESTON SW (1972)
 PV0390
 PV0390                         *CURRENT SURVEY CONTROL
 PV0390  ___________________________________________________________________
 PV0390* NAD 83(1986)-  44 31 06.     (N)    105 26 45.     (W)     SCALED    
 PV0390* NAVD 88     -      1216.436  (meters)    3990.92   (feet)  ADJUSTED  
 PV0390  ___________________________________________________________________
 PV0390  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 PV0390  DYNAMIC HT  -        1216.011 (meters)    3989.53  (feet)  COMP
 PV0390  MODELED GRAV-     980,225.7   (mgal)                       NAVD 88
 PV0390
 PV0390  VERT ORDER  -  FIRST     CLASS II
 PV0390
 PV0390.The horizontal coordinates were scaled from a topographic map and have
 PV0390.an estimated accuracy of +/- 6 seconds.
 PV0390
 PV0390.The orthometric height was determined by differential leveling
 PV0390.and adjusted by the National Geodetic Survey in June 1991..
 PV0390
 PV0390.The geoid height was determined by GEOID03.
 PV0390
 PV0390.The dynamic height is computed by dividing the NAVD 88
 PV0390.geopotential number by the normal gravity value computed on the
 PV0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0390.degrees latitude (g = 980.6199 gals.).
 PV0390
 PV0390.The modeled gravity was interpolated from observed gravity values.
 PV0390
 PV0390;                    North         East    Units  Estimated Accuracy
 PV0390;SPC WY E     -   446,380.      177,810.      MT  (+/- 180 meters Scaled)
 PV0390
 PV0390                          SUPERSEDED SURVEY CONTROL
 PV0390
 PV0390.No superseded survey control is available for this station.
 PV0390
 PV0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK645295(NAD 83)
 PV0390_MARKER: I = METAL ROD
 PV0390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0390_SP_SET: STAINLESS STEEL ROD
 PV0390_STAMPING: M 357 1985
 PV0390_MARK LOGO: NGS   
 PV0390_PROJECTION: FLUSH
 PV0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0390_ROD/PIPE-DEPTH: 8.5  meters
 PV0390
 PV0390  HISTORY     - Date     Condition        Report By
 PV0390  HISTORY     - 1985     MONUMENTED       NGS
 PV0390
 PV0390                          STATION DESCRIPTION
 PV0390
 PV0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0390'32.2 KM (20.0 MI) NORTH FROM GILLETTE.
 PV0390'32.15 KM (19.98 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0390'GILLETTE AVENUE AT GILLETTE, IN THE WEST CORNER OF THE T JUNCTION OF A
 PV0390'GRAVEL ROAD LEADING NORTHWEST TO THE 60 BAR RANCH, IN THE CENTER OF A
 PV0390'DOUBLE WOODEN POST BRACE IN THE RIGHT OF WAY FENCE, 0.33 KM (0.21 MI)
 PV0390'SOUTHWEST OF MILEPOST 133, 29.0 METERS (95 FT) NORTHWEST OF THE
 PV0390'HIGHWAY CENTERLINE, 87.8 METERS (288 FT) NORTH OF THE NORTH CORNER OF
 PV0390'A 12 BY 20 FOOT DOUBLE CONCRETE BOX CULVERT FOR CEDAR DRAW, 73.2
 PV0390'METERS (240 FT) SOUTHWEST OF THE CENTER OF THE ROAD AND 0.3 METER (1
 PV0390'FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 PV0390'IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0390'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0390'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0412 ***********************************************************************
 PV0412  DESIGNATION -  M 358
 PV0412  PID         -  PV0412
 PV0412  STATE/COUNTY-  WY/CAMPBELL
 PV0412  USGS QUAD   -  ROZET (1971)
 PV0412
 PV0412                         *CURRENT SURVEY CONTROL
 PV0412  ___________________________________________________________________
 PV0412* NAD 83(1986)-  44 16 53.     (N)    105 14 13.     (W)     SCALED    
 PV0412* NAVD 88     -      1313.759  (meters)    4310.22   (feet)  ADJUSTED  
 PV0412  ___________________________________________________________________
 PV0412  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 PV0412  DYNAMIC HT  -        1313.223 (meters)    4308.47  (feet)  COMP
 PV0412  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 PV0412
 PV0412  VERT ORDER  -  FIRST     CLASS II
 PV0412
 PV0412.The horizontal coordinates were scaled from a topographic map and have
 PV0412.an estimated accuracy of +/- 6 seconds.
 PV0412
 PV0412.The orthometric height was determined by differential leveling
 PV0412.and adjusted by the National Geodetic Survey in June 1991..
 PV0412
 PV0412.The geoid height was determined by GEOID03.
 PV0412
 PV0412.The dynamic height is computed by dividing the NAVD 88
 PV0412.geopotential number by the normal gravity value computed on the
 PV0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0412.degrees latitude (g = 980.6199 gals.).
 PV0412
 PV0412.The modeled gravity was interpolated from observed gravity values.
 PV0412
 PV0412;                    North         East    Units  Estimated Accuracy
 PV0412;SPC WY E     -   420,020.      194,390.      MT  (+/- 180 meters Scaled)
 PV0412
 PV0412                          SUPERSEDED SURVEY CONTROL
 PV0412
 PV0412.No superseded survey control is available for this station.
 PV0412
 PV0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK810031(NAD 83)
 PV0412_MARKER: I = METAL ROD
 PV0412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0412_SP_SET: STAINLESS STEEL ROD
 PV0412_STAMPING: M 358 1985
 PV0412_MARK LOGO: NGS   
 PV0412_PROJECTION: FLUSH
 PV0412_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0412_ROD/PIPE-DEPTH: 12.8 meters
 PV0412
 PV0412  HISTORY     - Date     Condition        Report By
 PV0412  HISTORY     - 1985     MONUMENTED       NGS
 PV0412  HISTORY     - 20000609 GOOD             USGS
 PV0412
 PV0412                          STATION DESCRIPTION
 PV0412
 PV0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0412'21.7 KM (13.5 MI) EAST FROM GILLETTE.
 PV0412'21.71 KM (13.49 MI) EAST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0412'FROM THE JUNCTION OF GILLETTE AVENUE AT GILLETTE, ALSO 23.94 KM (14.88
 PV0412'MI) WEST OF MOORCROFT, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A
 PV0412'GRAVEL DRIVE LEADING SOUTH TO THE CITY OF GILLETTE WATER DEPARTMENT AT
 PV0412'THE DONKEY CREEK PUMPING STATION, 0.24 KM (0.15 MI) EAST OF MILEPOST
 PV0412'139, 45.1 METERS (148 FT) SOUTH OF THE HIGHWAY CENTERLINE, 9.8 METERS
 PV0412'(32.3 FT) EAST OF THE CENTER OF THE DRIVE, 3.8 METERS (12.5 FT) WEST
 PV0412'OF THE NORTHEAST CORNER OF THE FENCE AROUND THE PUMP STATION AND 0.3
 PV0412'METER (1 FT) NORTH OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PV0412'THROUGH A 5-INCH LOGO CAP.
 PV0412'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PV0412'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 PV0412
 PV0412                          STATION RECOVERY (2000)
 PV0412
 PV0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0412'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0306 ***********************************************************************
 OV0306  DESIGNATION -  M 360
 OV0306  PID         -  OV0306
 OV0306  STATE/COUNTY-  WY/NATRONA
 OV0306  USGS QUAD   -  TEAPOT ROCK (1978)
 OV0306
 OV0306                         *CURRENT SURVEY CONTROL
 OV0306  ___________________________________________________________________
 OV0306* NAD 83(1986)-  43 13 28.     (N)    106 18 48.     (W)     SCALED    
 OV0306* NAVD 88     -      1586.449  (meters)    5204.87   (feet)  ADJUSTED  
 OV0306  ___________________________________________________________________
 OV0306  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 OV0306  DYNAMIC HT  -        1585.515 (meters)    5201.81  (feet)  COMP
 OV0306  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 OV0306
 OV0306  VERT ORDER  -  FIRST     CLASS II
 OV0306
 OV0306.The horizontal coordinates were scaled from a topographic map and have
 OV0306.an estimated accuracy of +/- 6 seconds.
 OV0306
 OV0306.The orthometric height was determined by differential leveling
 OV0306.and adjusted by the National Geodetic Survey in June 1991..
 OV0306
 OV0306.The geoid height was determined by GEOID03.
 OV0306
 OV0306.The dynamic height is computed by dividing the NAVD 88
 OV0306.geopotential number by the normal gravity value computed on the
 OV0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0306.degrees latitude (g = 980.6199 gals.).
 OV0306
 OV0306.The modeled gravity was interpolated from observed gravity values.
 OV0306
 OV0306;                    North         East    Units  Estimated Accuracy
 OV0306;SPC WYEC     -   403,090.      482,860.      MT  (+/- 180 meters Scaled)
 OV0306
 OV0306                          SUPERSEDED SURVEY CONTROL
 OV0306
 OV0306  NGVD 29 (06/08/92) 1585.591  (m)         5202.06   (f) ADJUSTED    1 2
 OV0306
 OV0306.Superseded values are not recommended for survey control.
 OV0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0306.See file dsdata.txt to determine how the superseded data were derived.
 OV0306
 OV0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH933865(NAD 83)
 OV0306_MARKER: I = METAL ROD
 OV0306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0306_SP_SET: STAINLESS STEEL ROD
 OV0306_STAMPING: M 360 1985
 OV0306_MARK LOGO: NGS   
 OV0306_PROJECTION: FLUSH
 OV0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0306_ROD/PIPE-DEPTH: 8.5  meters
 OV0306
 OV0306  HISTORY     - Date     Condition        Report By
 OV0306  HISTORY     - 1985     MONUMENTED       NGS
 OV0306
 OV0306                          STATION DESCRIPTION
 OV0306
 OV0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0306'22.2 KM (13.8 MI) SOUTH FROM MIDWEST.
 OV0306'22.20 KM (13.80 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0306'STATE HIGHWAY 387 AT MIDWEST, IN THE CENTER OF A DOUBLE WOODEN POST
 OV0306'BRACE AT THE NORTH END OF A METAL GATE FOR A FIELD ACCESS ROAD, 0.86
 OV0306'KM (0.53 MI) SOUTH OF THE JUNCTION OF A GRAVEL ROAD AT THE TEAPOT
 OV0306'RANCH, 0.57 KM (0.35 MI) NORTH OF MILEPOST 14, 29.7 METERS (97.5 FT)
 OV0306'EAST OF THE HIGHWAY CENTERLINE, 4.0 METERS (13 FT) NORTH OF THE CENTER
 OV0306'OF THE ROAD AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.
 OV0306'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OV0306'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0442 ***********************************************************************
 PV0442  DESIGNATION -  M 361
 PV0442  PID         -  PV0442
 PV0442  STATE/COUNTY-  WY/WESTON
 PV0442  USGS QUAD   -  UPTON EAST (1984)
 PV0442
 PV0442                         *CURRENT SURVEY CONTROL
 PV0442  ___________________________________________________________________
 PV0442* NAD 83(1986)-  44 00 21.     (N)    104 30 03.     (W)     SCALED    
 PV0442* NAVD 88     -      1265.392  (meters)    4151.54   (feet)  ADJUSTED  
 PV0442  ___________________________________________________________________
 PV0442  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0442  DYNAMIC HT  -        1264.869 (meters)    4149.82  (feet)  COMP
 PV0442  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 PV0442
 PV0442  VERT ORDER  -  FIRST     CLASS II
 PV0442
 PV0442.The horizontal coordinates were scaled from a topographic map and have
 PV0442.an estimated accuracy of +/- 6 seconds.
 PV0442
 PV0442.The orthometric height was determined by differential leveling
 PV0442.and adjusted by the National Geodetic Survey in June 1991..
 PV0442
 PV0442.The geoid height was determined by GEOID03.
 PV0442
 PV0442.The dynamic height is computed by dividing the NAVD 88
 PV0442.geopotential number by the normal gravity value computed on the
 PV0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0442.degrees latitude (g = 980.6199 gals.).
 PV0442
 PV0442.The modeled gravity was interpolated from observed gravity values.
 PV0442
 PV0442;                    North         East    Units  Estimated Accuracy
 PV0442;SPC WY E     -   389,610.      253,400.      MT  (+/- 180 meters Scaled)
 PV0442
 PV0442                          SUPERSEDED SURVEY CONTROL
 PV0442
 PV0442.No superseded survey control is available for this station.
 PV0442
 PV0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ400726(NAD 83)
 PV0442_MARKER: I = METAL ROD
 PV0442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0442_SP_SET: STAINLESS STEEL ROD
 PV0442_STAMPING: M 361 1985
 PV0442_MARK LOGO: NGS   
 PV0442_PROJECTION: FLUSH
 PV0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0442_ROD/PIPE-DEPTH: 4.9  meters
 PV0442
 PV0442  HISTORY     - Date     Condition        Report By
 PV0442  HISTORY     - 1985     MONUMENTED       NGS
 PV0442
 PV0442                          STATION DESCRIPTION
 PV0442
 PV0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0442'14.8 KM (9.2 MI) SE FROM UPTON.
 PV0442'14.85 KM (9.25 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0442'UPTON, AT A POWER LINE CROSSING, 0.34 KM (0.2 MI) SOUTHEAST OF THE
 PV0442'CROSSING OF TURNER CREEK, 0.18 KM (0.1 MI) SOUTHEAST OF MILEPOST 229,
 PV0442'44.8 METERS (147 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 4.0 METERS
 PV0442'(13 FT) SOUTHEAST OF THE SOUTHEAST END OF A WIRE GATE AND 0.3 METER (1
 PV0442'FT) NORTHEAST OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 PV0442'HAD THROUGH A 5-INCH LOGO CAP.
 PV0442'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 PV0442'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0352 ***********************************************************************
 OU0352  DESIGNATION -  M 362
 OU0352  PID         -  OU0352
 OU0352  STATE/COUNTY-  WY/WESTON
 OU0352  USGS QUAD   -  CLIFTON (1951)
 OU0352
 OU0352                         *CURRENT SURVEY CONTROL
 OU0352  ___________________________________________________________________
 OU0352* NAD 83(1986)-  43 41 11.     (N)    104 07 25.     (W)     SCALED    
 OU0352* NAVD 88     -      1224.240  (meters)    4016.53   (feet)  ADJUSTED  
 OU0352  ___________________________________________________________________
 OU0352  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 OU0352  DYNAMIC HT  -        1223.726 (meters)    4014.84  (feet)  COMP
 OU0352  MODELED GRAV-     980,155.7   (mgal)                       NAVD 88
 OU0352
 OU0352  VERT ORDER  -  FIRST     CLASS II
 OU0352
 OU0352.The horizontal coordinates were scaled from a topographic map and have
 OU0352.an estimated accuracy of +/- 6 seconds.
 OU0352
 OU0352.The orthometric height was determined by differential leveling
 OU0352.and adjusted by the National Geodetic Survey in June 1991..
 OU0352
 OU0352.The geoid height was determined by GEOID03.
 OU0352
 OU0352.The dynamic height is computed by dividing the NAVD 88
 OU0352.geopotential number by the normal gravity value computed on the
 OU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0352.degrees latitude (g = 980.6199 gals.).
 OU0352
 OU0352.The modeled gravity was interpolated from observed gravity values.
 OU0352
 OU0352;                    North         East    Units  Estimated Accuracy
 OU0352;SPC WY E     -   354,440.      284,090.      MT  (+/- 180 meters Scaled)
 OU0352
 OU0352                          SUPERSEDED SURVEY CONTROL
 OU0352
 OU0352.No superseded survey control is available for this station.
 OU0352
 OU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ706374(NAD 83)
 OU0352_MARKER: I = METAL ROD
 OU0352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0352_SP_SET: STAINLESS STEEL ROD
 OU0352_STAMPING: M 362 1985
 OU0352_MARK LOGO: NGS   
 OU0352_PROJECTION: FLUSH
 OU0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0352_ROD/PIPE-DEPTH: 3.6  meters
 OU0352
 OU0352  HISTORY     - Date     Condition        Report By
 OU0352  HISTORY     - 1985     MONUMENTED       NGS
 OU0352
 OU0352                          STATION DESCRIPTION
 OU0352
 OU0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0352'19.8 KM (12.3 MI) SOUTH FROM NEWCASTLE.
 OU0352'19.85 KM (12.3 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0352'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0352'NEWCASTLE, 14.3 METERS (47 FT) EAST OF THE HIGHWAY CENTERLINE AND 79.9
 OU0352'METERS (262 FT) NORTH OF THE NORTH END OF THE EAST HEADWALL FOR A
 OU0352'18-INCH PIPE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OU0352'5-INCH LOGO CAP.
 OU0352'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 OU0352'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0327 ***********************************************************************
 NR0327  DESIGNATION -  M 364
 NR0327  PID         -  NR0327
 NR0327  STATE/COUNTY-  WY/NATRONA
 NR0327  USGS QUAD   -  THE REEFS (1984)
 NR0327
 NR0327                         *CURRENT SURVEY CONTROL
 NR0327  ___________________________________________________________________
 NR0327* NAD 83(1986)-  42 54 43.     (N)    106 20 18.     (W)     SCALED    
 NR0327* NAVD 88     -      1605.499  (meters)    5267.37   (feet)  ADJUSTED  
 NR0327  ___________________________________________________________________
 NR0327  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 NR0327  DYNAMIC HT  -        1604.499 (meters)    5264.09  (feet)  COMP
 NR0327  MODELED GRAV-     979,941.1   (mgal)                       NAVD 88
 NR0327
 NR0327  VERT ORDER  -  FIRST     CLASS II
 NR0327
 NR0327.The horizontal coordinates were scaled from a topographic map and have
 NR0327.an estimated accuracy of +/- 6 seconds.
 NR0327
 NR0327.The orthometric height was determined by differential leveling
 NR0327.and adjusted by the National Geodetic Survey in June 1991..
 NR0327
 NR0327.The geoid height was determined by GEOID03.
 NR0327
 NR0327.The dynamic height is computed by dividing the NAVD 88
 NR0327.geopotential number by the normal gravity value computed on the
 NR0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0327.degrees latitude (g = 980.6199 gals.).
 NR0327
 NR0327.The modeled gravity was interpolated from observed gravity values.
 NR0327
 NR0327;                    North         East    Units  Estimated Accuracy
 NR0327;SPC WYEC     -   368,350.      481,240.      MT  (+/- 180 meters Scaled)
 NR0327
 NR0327                          SUPERSEDED SURVEY CONTROL
 NR0327
 NR0327  NGVD 29 (06/08/92) 1604.623  (m)         5264.50   (f) ADJUSTED    1 2
 NR0327
 NR0327.Superseded values are not recommended for survey control.
 NR0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0327.See file dsdata.txt to determine how the superseded data were derived.
 NR0327
 NR0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH907519(NAD 83)
 NR0327_MARKER: I = METAL ROD
 NR0327_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0327_SP_SET: STAINLESS STEEL ROD
 NR0327_STAMPING: M 364 1985
 NR0327_MARK LOGO: NGS   
 NR0327_PROJECTION: FLUSH
 NR0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0327_ROD/PIPE-DEPTH: 3.4  meters
 NR0327
 NR0327  HISTORY     - Date     Condition        Report By
 NR0327  HISTORY     - 1985     MONUMENTED       NGS
 NR0327  HISTORY     - 19920825 GOOD             USPSQD
 NR0327
 NR0327                          STATION DESCRIPTION
 NR0327
 NR0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NR0327'7.5 KM (4.65 MI) NORTH FROM CASPER.
 NR0327'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 NR0327'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 NR0327'1.56 KM (0.97 MI) NORTH ALONG THE I 25 SERVICE ROAD, IN THE CENTER OF
 NR0327'A DOUBLE WOODEN POST BRACE IN THE RIGHT OF WAY FENCE, 0.27 KM (0.17
 NR0327'MI) NORTH OF A TURN IN THE ROAD, 8.2 METERS (27 FT) EAST OF THE CENTER
 NR0327'OF THE ROAD, 41.1 METERS (135 FT) WEST OF THE CENTER OF THE SOUTH
 NR0327'BOUND I 25 LANES, 42.7 METERS (140 FT) SOUTHEAST OF POWER POLE 179300,
 NR0327'26.2 METERS (86 FT) EAST OF A CITY WATER FIRE HYDRANT AND 0.3 METER (1
 NR0327'FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 NR0327'HAD THROUGH A 5-INCH LOGO CAP.
 NR0327'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NR0327'THE MARK IS 0.5 M BELOW THE ROAD.
 NR0327
 NR0327                          STATION RECOVERY (1992)
 NR0327
 NR0327'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 NR0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1017 ***********************************************************************
 PY1017  DESIGNATION -  M 365
 PY1017  PID         -  PY1017
 PY1017  STATE/COUNTY-  WY/PARK
 PY1017  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY1017
 PY1017                         *CURRENT SURVEY CONTROL
 PY1017  ___________________________________________________________________
 PY1017* NAD 83(1986)-  44 57 10.     (N)    110 36 13.     (W)     SCALED    
 PY1017* NAVD 88     -      2031.190  (meters)    6664.00   (feet)  ADJUSTED  
 PY1017  ___________________________________________________________________
 PY1017  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY1017  DYNAMIC HT  -        2030.084 (meters)    6660.37  (feet)  COMP
 PY1017  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 PY1017
 PY1017  VERT ORDER  -  FIRST     CLASS II
 PY1017
 PY1017.The horizontal coordinates were scaled from a topographic map and have
 PY1017.an estimated accuracy of +/- 6 seconds.
 PY1017
 PY1017.The orthometric height was determined by differential leveling
 PY1017.and adjusted by the National Geodetic Survey in June 1991..
 PY1017
 PY1017.The geoid height was determined by GEOID03.
 PY1017
 PY1017.The dynamic height is computed by dividing the NAVD 88
 PY1017.geopotential number by the normal gravity value computed on the
 PY1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1017.degrees latitude (g = 980.6199 gals.).
 PY1017
 PY1017.The modeled gravity was interpolated from observed gravity values.
 PY1017
 PY1017;                    North         East    Units  Estimated Accuracy
 PY1017;SPC WYWC     -   496,290.      453,740.      MT  (+/- 180 meters Scaled)
 PY1017
 PY1017                          SUPERSEDED SURVEY CONTROL
 PY1017
 PY1017  NGVD 29 (08/20/92) 2029.936  (m)         6659.88   (f) ADJUSTED    1 2
 PY1017
 PY1017.Superseded values are not recommended for survey control.
 PY1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1017.See file dsdata.txt to determine how the superseded data were derived.
 PY1017
 PY1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ312777(NAD 83)
 PY1017_MARKER: DB = BENCH MARK DISK
 PY1017_SETTING: 66 = SET IN ROCK OUTCROP
 PY1017_SP_SET: BEDROCK
 PY1017_STAMPING: M 365 1987
 PY1017_MARK LOGO: NGS   
 PY1017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1017+STABILITY: POSITION/ELEVATION WELL
 PY1017
 PY1017  HISTORY     - Date     Condition        Report By
 PY1017  HISTORY     - 1987     MONUMENTED       NGS
 PY1017
 PY1017                          STATION DESCRIPTION
 PY1017
 PY1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1017'10.0 KM (6.20 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1017'10.0 KM (6.20 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1017'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, IN A 3 BY
 PY1017'6 FOOT ROCK OUTCROP AT THE EAST END OF A SMALL HIGHWAY CUT, ACROSS
 PY1017'THE HIGHWAY FROM THE WEST END OF BLACKTAIL POND, 71.7 M (235.2 FT)
 PY1017'SOUTHWEST OF A SIGN (BLACKTAIL LAKES) AT THE WEST END OF A HIGHWAY
 PY1017'PULLOUT, AND 15.2 M (49.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PY1017'HIGHWAY.
 PY1017'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0995 ***********************************************************************
 PY0995  DESIGNATION -  M 366
 PY0995  PID         -  PY0995
 PY0995  STATE/COUNTY-  WY/PARK
 PY0995  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0995
 PY0995                         *CURRENT SURVEY CONTROL
 PY0995  ___________________________________________________________________
 PY0995* NAD 83(1986)-  44 49 21.     (N)    110 26 57.     (W)     SCALED    
 PY0995* NAVD 88     -      2611.209  (meters)    8566.94   (feet)  ADJUSTED  
 PY0995  ___________________________________________________________________
 PY0995  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0995  DYNAMIC HT  -        2609.423 (meters)    8561.08  (feet)  COMP
 PY0995  MODELED GRAV-     979,838.8   (mgal)                       NAVD 88
 PY0995
 PY0995  VERT ORDER  -  FIRST     CLASS II
 PY0995
 PY0995.The horizontal coordinates were scaled from a topographic map and have
 PY0995.an estimated accuracy of +/- 6 seconds.
 PY0995
 PY0995.The orthometric height was determined by differential leveling
 PY0995.and adjusted by the National Geodetic Survey in June 1991..
 PY0995
 PY0995.The geoid height was determined by GEOID03.
 PY0995
 PY0995.The dynamic height is computed by dividing the NAVD 88
 PY0995.geopotential number by the normal gravity value computed on the
 PY0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0995.degrees latitude (g = 980.6199 gals.).
 PY0995
 PY0995.The modeled gravity was interpolated from observed gravity values.
 PY0995
 PY0995;                    North         East    Units  Estimated Accuracy
 PY0995;SPC WYWC     -   481,550.      465,620.      MT  (+/- 180 meters Scaled)
 PY0995
 PY0995                          SUPERSEDED SURVEY CONTROL
 PY0995
 PY0995  NGVD 29 (08/20/92) 2609.722  (m)         8562.06   (f) ADJUSTED    1 2
 PY0995
 PY0995.Superseded values are not recommended for survey control.
 PY0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0995.See file dsdata.txt to determine how the superseded data were derived.
 PY0995
 PY0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ435633(NAD 83)
 PY0995_MARKER: DB = BENCH MARK DISK
 PY0995_SETTING: 66 = SET IN ROCK OUTCROP
 PY0995_SP_SET: OUTCROP
 PY0995_STAMPING: M 366 1987
 PY0995_MARK LOGO: NGS   
 PY0995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0995+STABILITY: POSITION/ELEVATION WELL
 PY0995
 PY0995  HISTORY     - Date     Condition        Report By
 PY0995  HISTORY     - 1987     MONUMENTED       NGS
 PY0995
 PY0995                          STATION DESCRIPTION
 PY0995
 PY0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0995'13.4 KM (8.35 MI) NORTH FROM CANYON VILLAGE.
 PY0995'13.4 KM (8.35 MI) NORTHERLY ALONG THE CANYON JUNCTION-TOWER JUNCTION
 PY0995'HIGHWAY FROM THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR
 PY0995'THE CENTER OF A 8 BY 20 FOOT AREA OF OUTCROPPING BEDROCK, 5.7 M (18.7
 PY0995'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.2 M (10.5 FT)
 PY0995'SOUTHWEST OF THE NORTHEAST END OF THE OUTCROP.
 PY0995'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0792 ***********************************************************************
 PY0792  DESIGNATION -  M 367
 PY0792  PID         -  PY0792
 PY0792  STATE/COUNTY-  WY/TETON
 PY0792  USGS QUAD   -  CRAIG PASS (1986)
 PY0792
 PY0792                         *CURRENT SURVEY CONTROL
 PY0792  ___________________________________________________________________
 PY0792* NAD 83(1986)-  44 26 52.     (N)    110 42 28.     (W)     SCALED    
 PY0792* NAVD 88     -      2445.657  (meters)    8023.79   (feet)  ADJUSTED  
 PY0792  ___________________________________________________________________
 PY0792  GEOID HEIGHT-          -8.77  (meters)                     GEOID03
 PY0792  DYNAMIC HT  -        2444.003 (meters)    8018.37  (feet)  COMP
 PY0792  MODELED GRAV-     979,853.2   (mgal)                       NAVD 88
 PY0792
 PY0792  VERT ORDER  -  FIRST     CLASS II
 PY0792
 PY0792.The horizontal coordinates were scaled from a topographic map and have
 PY0792.an estimated accuracy of +/- 6 seconds.
 PY0792
 PY0792.The orthometric height was determined by differential leveling
 PY0792.and adjusted by the National Geodetic Survey in June 1991..
 PY0792
 PY0792.The geoid height was determined by GEOID03.
 PY0792
 PY0792.The dynamic height is computed by dividing the NAVD 88
 PY0792.geopotential number by the normal gravity value computed on the
 PY0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0792.degrees latitude (g = 980.6199 gals.).
 PY0792
 PY0792.The modeled gravity was interpolated from observed gravity values.
 PY0792
 PY0792;                    North         East    Units  Estimated Accuracy
 PY0792;SPC WY W     -   538,690.      750,300.      MT  (+/- 180 meters Scaled)
 PY0792
 PY0792                          SUPERSEDED SURVEY CONTROL
 PY0792
 PY0792  NGVD 29 (08/20/92) 2444.260  (m)         8019.21   (f) ADJUSTED    1 2
 PY0792
 PY0792.Superseded values are not recommended for survey control.
 PY0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0792.See file dsdata.txt to determine how the superseded data were derived.
 PY0792
 PY0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ232216(NAD 83)
 PY0792_MARKER: DB = BENCH MARK DISK
 PY0792_SETTING: 66 = SET IN ROCK OUTCROP
 PY0792_SP_SET: BEDROCK
 PY0792_STAMPING: M 367 1987
 PY0792_MARK LOGO: NGS   
 PY0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0792+STABILITY: POSITION/ELEVATION WELL
 PY0792
 PY0792  HISTORY     - Date     Condition        Report By
 PY0792  HISTORY     - 1987     MONUMENTED       NGS
 PY0792
 PY0792                          STATION DESCRIPTION
 PY0792
 PY0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0792'14.6 KM (9.05 MI) NW FROM WEST THUMB.
 PY0792'14.6 KM (9.05 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0792'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0792'THUMB, NEAR THE CENTER OF A 40-FOOT ROCK LEDGE ALONG THE EAST BANK OF
 PY0792'A DRY WASH, 13.6 M (44.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PY0792'AND 8.6 M (28.2 FT) NORTHWEST OF BENCH MARK L 10 RESET 1937.
 PY0792'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1061 ***********************************************************************
 PY1061  DESIGNATION -  M 368
 PY1061  PID         -  PY1061
 PY1061  STATE/COUNTY-  WY/PARK
 PY1061  USGS QUAD   -  MOUNT HORNADAY (1989)
 PY1061
 PY1061                         *CURRENT SURVEY CONTROL
 PY1061  ___________________________________________________________________
 PY1061* NAD 83(1986)-  44 52 56.     (N)    110 09 01.     (W)     SCALED    
 PY1061* NAVD 88     -      2035.626  (meters)    6678.55   (feet)  ADJUSTED  
 PY1061  ___________________________________________________________________
 PY1061  GEOID HEIGHT-          -7.89  (meters)                     GEOID03
 PY1061  DYNAMIC HT  -        2034.514 (meters)    6674.90  (feet)  COMP
 PY1061  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 PY1061
 PY1061  VERT ORDER  -  FIRST     CLASS II
 PY1061
 PY1061.The horizontal coordinates were scaled from a topographic map and have
 PY1061.an estimated accuracy of +/- 6 seconds.
 PY1061
 PY1061.The orthometric height was determined by differential leveling
 PY1061.and adjusted by the National Geodetic Survey in June 1991..
 PY1061
 PY1061.The geoid height was determined by GEOID03.
 PY1061
 PY1061.The dynamic height is computed by dividing the NAVD 88
 PY1061.geopotential number by the normal gravity value computed on the
 PY1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1061.degrees latitude (g = 980.6199 gals.).
 PY1061
 PY1061.The modeled gravity was interpolated from observed gravity values.
 PY1061
 PY1061;                    North         East    Units  Estimated Accuracy
 PY1061;SPC WYWC     -   487,730.      489,370.      MT  (+/- 180 meters Scaled)
 PY1061
 PY1061                          SUPERSEDED SURVEY CONTROL
 PY1061
 PY1061  NGVD 29 (08/20/92) 2034.385  (m)         6674.48   (f) ADJUSTED    1 2
 PY1061
 PY1061.Superseded values are not recommended for survey control.
 PY1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1061.See file dsdata.txt to determine how the superseded data were derived.
 PY1061
 PY1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ671702(NAD 83)
 PY1061_MARKER: DB = BENCH MARK DISK
 PY1061_SETTING: 66 = SET IN ROCK OUTCROP
 PY1061_SP_SET: BEDROCK
 PY1061_STAMPING: M 368 1987
 PY1061_MARK LOGO: NGS   
 PY1061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1061+STABILITY: POSITION/ELEVATION WELL
 PY1061
 PY1061  HISTORY     - Date     Condition        Report By
 PY1061  HISTORY     - 1987     MONUMENTED       NGS
 PY1061
 PY1061                          STATION DESCRIPTION
 PY1061
 PY1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1061'21.2 KM (13.15 MI) SW FROM SILVER GATE.
 PY1061'21.2 KM (13.15 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1061'FROM THE PARK ENTRANCE IN SILVER GATE, NEAR THE CENTER OF A LARGE
 PY1061'AREA OF OUTCROPPING BEDROCK ALONG THE SOUTHEAST SLOPE OF A HILL, 0.5
 PY1061'KM (0.30 MI) NORTHEAST OF SODA BUTTE, AND 177.0 M (580.7 FT)
 PY1061'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY1061'THE MARK IS 1.0 M ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0898 ***********************************************************************
 PY0898  DESIGNATION -  M 369
 PY0898  PID         -  PY0898
 PY0898  STATE/COUNTY-  WY/PARK
 PY0898  USGS QUAD   -  SYLVAN LAKE (1991)
 PY0898
 PY0898                         *CURRENT SURVEY CONTROL
 PY0898  ___________________________________________________________________
 PY0898* NAD 83(1986)-  44 29 25.     (N)    110 11 27.     (W)     SCALED    
 PY0898* NAVD 88     -      2605.677  (meters)    8548.79   (feet)  ADJUSTED  
 PY0898  ___________________________________________________________________
 PY0898  GEOID HEIGHT-          -7.84  (meters)                     GEOID03
 PY0898  DYNAMIC HT  -        2603.928 (meters)    8543.05  (feet)  COMP
 PY0898  MODELED GRAV-     979,851.5   (mgal)                       NAVD 88
 PY0898
 PY0898  VERT ORDER  -  FIRST     CLASS II
 PY0898
 PY0898.The horizontal coordinates were scaled from a topographic map and have
 PY0898.an estimated accuracy of +/- 6 seconds.
 PY0898
 PY0898.The orthometric height was determined by differential leveling
 PY0898.and adjusted by the National Geodetic Survey in June 1991..
 PY0898
 PY0898.The geoid height was determined by GEOID03.
 PY0898
 PY0898.The dynamic height is computed by dividing the NAVD 88
 PY0898.geopotential number by the normal gravity value computed on the
 PY0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0898.degrees latitude (g = 980.6199 gals.).
 PY0898
 PY0898.The modeled gravity was interpolated from observed gravity values.
 PY0898
 PY0898;                    North         East    Units  Estimated Accuracy
 PY0898;SPC WYWC     -   444,230.      485,400.      MT  (+/- 180 meters Scaled)
 PY0898
 PY0898                          SUPERSEDED SURVEY CONTROL
 PY0898
 PY0898  NGVD 29 (08/20/92) 2604.349  (m)         8544.43   (f) ADJUSTED    1 2
 PY0898
 PY0898.Superseded values are not recommended for survey control.
 PY0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0898.See file dsdata.txt to determine how the superseded data were derived.
 PY0898
 PY0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ643266(NAD 83)
 PY0898_MARKER: I = METAL ROD
 PY0898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0898_SP_SET: STAINLESS STEEL ROD
 PY0898_STAMPING: M 369 1987
 PY0898_MARK LOGO: NGS   
 PY0898_PROJECTION: PROJECTING 12 CENTIMETERS
 PY0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0898_ROD/PIPE-DEPTH: 4.3  meters
 PY0898
 PY0898  HISTORY     - Date     Condition        Report By
 PY0898  HISTORY     - 1987     MONUMENTED       NGS
 PY0898
 PY0898                          STATION DESCRIPTION
 PY0898
 PY0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0898'24.4 KM (15.15 MI) SE FROM LAKE JUNCTION.
 PY0898'24.4 KM (15.15 MI) SOUTHEASTERLY ALONG THE EAST ENTRANCE HIGHWAY FROM
 PY0898'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN LAKE JUNCTION, ON THE EAST
 PY0898'SLOPE OF A LOW SADDLE OF AN OLD ROAD BED, 30.1 M (98.8 FT)
 PY0898'WEST-NORTHWEST OF THE NORTH END OF A CULVERT AT THE WEST END OF A
 PY0898'HIGHWAY PULLOUT, AND 24.0 M (78.7 FT) NORTH OF THE CENTERLINE OF THE
 PY0898'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PY0898'CAP.
 PY0898'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0295 ***********************************************************************
 PW0295  DESIGNATION -  M 37
 PW0295  PID         -  PW0295
 PW0295  STATE/COUNTY-  WY/WASHAKIE
 PW0295  USGS QUAD   -  MEADOWLARK LAKE (1993)
 PW0295
 PW0295                         *CURRENT SURVEY CONTROL
 PW0295  ___________________________________________________________________
 PW0295* NAD 83(1986)-  44 09 38.     (N)    107 11 36.     (W)     SCALED    
 PW0295* NAVD 88     -      2687.031  (meters)    8815.70   (feet)  ADJUSTED  
 PW0295  ___________________________________________________________________
 PW0295  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 PW0295  DYNAMIC HT  -        2685.379 (meters)    8810.28  (feet)  COMP
 PW0295  MODELED GRAV-     979,902.9   (mgal)                       NAVD 88
 PW0295
 PW0295  VERT ORDER  -  FIRST     CLASS II
 PW0295
 PW0295.The horizontal coordinates were scaled from a topographic map and have
 PW0295.an estimated accuracy of +/- 6 seconds.
 PW0295
 PW0295.The orthometric height was determined by differential leveling
 PW0295.and adjusted by the National Geodetic Survey in June 1991..
 PW0295
 PW0295.The geoid height was determined by GEOID03.
 PW0295
 PW0295.The dynamic height is computed by dividing the NAVD 88
 PW0295.geopotential number by the normal gravity value computed on the
 PW0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0295.degrees latitude (g = 980.6199 gals.).
 PW0295
 PW0295.The modeled gravity was interpolated from observed gravity values.
 PW0295
 PW0295;                    North         East    Units  Estimated Accuracy
 PW0295;SPC WYEC     -   506,600.      411,200.      MT  (+/- 180 meters Scaled)
 PW0295
 PW0295                          SUPERSEDED SURVEY CONTROL
 PW0295
 PW0295  NGVD 29 (??/??/92) 2686.06   (m)         8812.5    (f) COMPUTED    1 2
 PW0295
 PW0295.Superseded values are not recommended for survey control.
 PW0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0295.See file dsdata.txt to determine how the superseded data were derived.
 PW0295
 PW0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ246920(NAD 83)
 PW0295_MARKER: DB = BENCH MARK DISK
 PW0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0295_STAMPING: M-37-1934
 PW0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0295+STABILITY: SURFACE MOTION
 PW0295
 PW0295  HISTORY     - Date     Condition        Report By
 PW0295  HISTORY     - 1934     MONUMENTED       CGS
 PW0295
 PW0295                          STATION DESCRIPTION
 PW0295
 PW0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0295'21.7 MI NE FROM TEN SLEEP.
 PW0295'ALONG HIGHWAY U.S. NO. 16 BETWEEN TEN SLEEP AND BUFFALO, 1.3 MILES
 PW0295'EAST OF MEADOW LARK LODGE ROAD INTERSECTION, 132.6 FEET SOUTHWEST OF A
 PW0295'19 INCH JACK PINE WHICH IS 69.0 FEET NORTH OF CENTERLINE OF HIGHWAY,
 PW0295'41.8 FEET SOUTH OF CENTERLINE OF HIGHWAY U.S. NO. 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0296 ***********************************************************************
 PW0296  DESIGNATION -  M 37 RESET
 PW0296  PID         -  PW0296
 PW0296  STATE/COUNTY-  WY/WASHAKIE
 PW0296  USGS QUAD   -  MEADOWLARK LAKE (1993)
 PW0296
 PW0296                         *CURRENT SURVEY CONTROL
 PW0296  ___________________________________________________________________
 PW0296* NAD 83(1986)-  44 09 37.     (N)    107 11 37.     (W)     SCALED    
 PW0296* NAVD 88     -      2688.40   (meters)    8820.2    (feet)  RESET     
 PW0296  ___________________________________________________________________
 PW0296  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 PW0296
 PW0296  VERT ORDER  -  THIRD
 PW0296
 PW0296.The horizontal coordinates were scaled from a topographic map and have
 PW0296.an estimated accuracy of +/- 6 seconds.
 PW0296
 PW0296.The orthometric height was computed from unverified reset data.
 PW0296.No vertical observational check was made to the station.
 PW0296
 PW0296.The geoid height was determined by GEOID03.
 PW0296
 PW0296;                    North         East    Units  Estimated Accuracy
 PW0296;SPC WYEC     -   506,570.      411,180.      MT  (+/- 180 meters Scaled)
 PW0296
 PW0296                          SUPERSEDED SURVEY CONTROL
 PW0296
 PW0296  NGVD 29 (??/??/??) 2687.42   (m)         8817.0    (f) RESET       3  
 PW0296
 PW0296.Superseded values are not recommended for survey control.
 PW0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0296.See file dsdata.txt to determine how the superseded data were derived.
 PW0296
 PW0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ246920(NAD 83)
 PW0296_MARKER: DB = BENCH MARK DISK
 PW0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0296_STAMPING: M 37 RESET 1949
 PW0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0296+STABILITY: SURFACE MOTION
 PW0296
 PW0296  HISTORY     - Date     Condition        Report By
 PW0296  HISTORY     - 1949     MONUMENTED       USGS
 PW0296
 PW0296                          STATION DESCRIPTION
 PW0296
 PW0296'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 PW0296'21.7 MI NE FROM TEN SLEEP.
 PW0296'21.7 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0296'COUNTY, 1.4 MILES EAST OF THE INTERSECTION OF THE ROAD LEADING TO
 PW0296'MEADOW PARK LODGE, 157 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 PW0296'AT SURVEY STATION 368+60, 86 FEET NORTHEAST OF THE CENTERLINE OF THE
 PW0296'HIGHWAY AT STATION 367+90, AND 65 FEET NORTH OF A 19-INCH JACK-PINE
 PW0296'TREE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 37
 PW0296'RESET 1949 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0632 ***********************************************************************
 PV0632  DESIGNATION -  M 370
 PV0632  PID         -  PV0632
 PV0632  STATE/COUNTY-  WY/CROOK
 PV0632  USGS QUAD   -  SUNDANCE EAST (1984)
 PV0632
 PV0632                         *CURRENT SURVEY CONTROL
 PV0632  ___________________________________________________________________
 PV0632* NAD 83(1986)-  44 25 38.     (N)    104 19 12.     (W)     SCALED    
 PV0632* NAVD 88     -      1384.691  (meters)    4542.94   (feet)  ADJUSTED  
 PV0632  ___________________________________________________________________
 PV0632  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 PV0632  DYNAMIC HT  -        1384.162 (meters)    4541.20  (feet)  COMP
 PV0632  MODELED GRAV-     980,186.8   (mgal)                       NAVD 88
 PV0632
 PV0632  VERT ORDER  -  FIRST     CLASS II
 PV0632
 PV0632.The horizontal coordinates were scaled from a topographic map and have
 PV0632.an estimated accuracy of +/- 6 seconds.
 PV0632
 PV0632.The orthometric height was determined by differential leveling
 PV0632.and adjusted by the National Geodetic Survey in September 1993..
 PV0632
 PV0632.The geoid height was determined by GEOID03.
 PV0632
 PV0632.The dynamic height is computed by dividing the NAVD 88
 PV0632.geopotential number by the normal gravity value computed on the
 PV0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0632.degrees latitude (g = 980.6199 gals.).
 PV0632
 PV0632.The modeled gravity was interpolated from observed gravity values.
 PV0632
 PV0632;                    North         East    Units  Estimated Accuracy
 PV0632;SPC WY E     -   436,570.      267,420.      MT  (+/- 180 meters Scaled)
 PV0632
 PV0632                          SUPERSEDED SURVEY CONTROL
 PV0632
 PV0632.No superseded survey control is available for this station.
 PV0632
 PV0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK541195(NAD 83)
 PV0632_MARKER: DV = VERTICAL CONTROL DISK
 PV0632_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0632_SP_SET: ABUTMENT
 PV0632_STAMPING: M 370 1991
 PV0632_MARK LOGO: NGS   
 PV0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0632+STABILITY: POSITION/ELEVATION WELL
 PV0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0632+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0632
 PV0632  HISTORY     - Date     Condition        Report By
 PV0632  HISTORY     - 1991     MONUMENTED       NGS
 PV0632
 PV0632                          STATION DESCRIPTION
 PV0632
 PV0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0632'5.3 KM (3.30 MI) EASTERLY ALONG CLEVELAND STREET AND AN INTERSTATE
 PV0632'HIGHWAY 90 FRONTAGE ROAD FROM THE COURTHOUSE IN SUNDANCE, SET
 PV0632'VERTICALLY IN THE SOUTH FACE SOUTHWEST CONCRETE ABUTMENT OF THE
 PV0632'HIGHWAY OVERPASS OF A DIRT ROAD, 5.5 M (18.0 FT) SOUTHEAST OF THE
 PV0632'CENTERLINE OF THE HIGHWAY, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE
 PV0632'HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0084 ***********************************************************************
 PW0084  DESIGNATION -  M 38
 PW0084  PID         -  PW0084
 PW0084  STATE/COUNTY-  WY/JOHNSON
 PW0084  USGS QUAD   -  BUFFALO (1970)
 PW0084
 PW0084                         *CURRENT SURVEY CONTROL
 PW0084  ___________________________________________________________________
 PW0084* NAD 83(1986)-  44 20 41.     (N)    106 41 52.     (W)     SCALED    
 PW0084* NAVD 88     -      1419.899  (meters)    4658.45   (feet)  ADJUSTED  
 PW0084  ___________________________________________________________________
 PW0084  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 PW0084  DYNAMIC HT  -        1419.243 (meters)    4656.30  (feet)  COMP
 PW0084  MODELED GRAV-     980,107.0   (mgal)                       NAVD 88
 PW0084  OBS GRAVITY -     980,110.7   (mgal)                       GRAV_OBS
 PW0084
 PW0084  VERT ORDER  -  FIRST     CLASS II
 PW0084
 PW0084.The horizontal coordinates were scaled from a topographic map and have
 PW0084.an estimated accuracy of +/- 6 seconds.
 PW0084
 PW0084.The orthometric height was determined by differential leveling
 PW0084.and adjusted by the National Geodetic Survey in June 1991..
 PW0084
 PW0084.The geoid height was determined by GEOID03.
 PW0084
 PW0084.The dynamic height is computed by dividing the NAVD 88
 PW0084.geopotential number by the normal gravity value computed on the
 PW0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0084.degrees latitude (g = 980.6199 gals.).
 PW0084
 PW0084.The modeled gravity was interpolated from observed gravity values.
 PW0084.The observed gravity was obtained from relative gravimeter ties
 PW0084.to the IGSN71 gravity network.
 PW0084
 PW0084;                    North         East    Units  Estimated Accuracy
 PW0084;SPC WYEC     -   527,250.      450,680.      MT  (+/- 180 meters Scaled)
 PW0084
 PW0084                          SUPERSEDED SURVEY CONTROL
 PW0084
 PW0084  NGVD 29 (??/??/92) 1419.102  (m)         4655.84   (f) ADJ UNCH    1 2
 PW0084
 PW0084.Superseded values are not recommended for survey control.
 PW0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0084.See file dsdata.txt to determine how the superseded data were derived.
 PW0084
 PW0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK646115(NAD 83)
 PW0084_MARKER: DB = BENCH MARK DISK
 PW0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0084_SP_SET: BALUSTRADE
 PW0084_STAMPING: ELEV 4656.083 M 38 1934
 PW0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0084
 PW0084  HISTORY     - Date     Condition        Report By
 PW0084  HISTORY     - 1934     MONUMENTED       CGS
 PW0084  HISTORY     - 1941     GOOD             NGS
 PW0084  HISTORY     - 19920808 GOOD             NGS
 PW0084
 PW0084                          STATION DESCRIPTION
 PW0084
 PW0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PW0084'IN BUFFALO.
 PW0084'AT BUFFALO, JOHNSON COUNTY, IN THE TOP OF THE SOUTHEAST BALUSTRADE AT
 PW0084'THE MAIN ENTRANCE OF THE POST OFFICE, 56.8 FEET NORTHEAST OF THE
 PW0084'CENTERLINE OF MAIN STREET, 20.8 FEET SOUTHEAST OF THE MAIN ENTRANCE,
 PW0084'15.7 FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, AND 1.3 FEET
 PW0084'SOUTHWEST OF THE SOUTHWEST FACE.  A STANDARD DISK, STAMPED ELEV
 PW0084'4656.083 M 38 1934.
 PW0084
 PW0084                          STATION RECOVERY (1992)
 PW0084
 PW0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 PW0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0594 ***********************************************************************
 PW0594  DESIGNATION -  M 38 RESET
 PW0594  PID         -  PW0594
 PW0594  STATE/COUNTY-  WY/JOHNSON
 PW0594  USGS QUAD   -  BUFFALO (1970)
 PW0594
 PW0594                         *CURRENT SURVEY CONTROL
 PW0594  ___________________________________________________________________
 PW0594* NAD 83(1986)-  44 20 41.     (N)    106 41 52.     (W)     SCALED    
 PW0594* NAVD 88     -      1419.23   (meters)    4656.3    (feet)  RESET     
 PW0594  ___________________________________________________________________
 PW0594  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 PW0594
 PW0594  VERT ORDER  -  THIRD
 PW0594
 PW0594.The horizontal coordinates were scaled from a topographic map and have
 PW0594.an estimated accuracy of +/- 6 seconds.
 PW0594
 PW0594.The orthometric height was computed from unverified reset data.
 PW0594
 PW0594.The geoid height was determined by GEOID03.
 PW0594
 PW0594;                    North         East    Units  Estimated Accuracy
 PW0594;SPC WYEC     -   527,250.      450,680.      MT  (+/- 180 meters Scaled)
 PW0594
 PW0594                          SUPERSEDED SURVEY CONTROL
 PW0594
 PW0594  NGVD 29 (03/28/06) 1418.43   (m)         4653.6    (f) RESET       3  
 PW0594
 PW0594.Superseded values are not recommended for survey control.
 PW0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0594.See file dsdata.txt to determine how the superseded data were derived.
 PW0594
 PW0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK646115(NAD 83)
 PW0594_MARKER: DV = VERTICAL CONTROL DISK
 PW0594_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PW0594+WITH SETTING: PAVEMENT
 PW0594_SP_SET: WINDOW BASE
 PW0594_STAMPING: M 38 RESET 1983
 PW0594_MARK LOGO: NGS   
 PW0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0594+STABILITY: SURFACE MOTION
 PW0594
 PW0594  HISTORY     - Date     Condition        Report By
 PW0594  HISTORY     - 1983     MONUMENTED       NGS
 PW0594
 PW0594                          STATION DESCRIPTION
 PW0594
 PW0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PW0594'LOCATED AT THE POST OFFICE IN
 PW0594'BUFFALO AT EAST BENNETT STREET AND MAIN AVENUE, IN THE CONCRETE
 PW0594'AROUND THE NORTHERN BASEMENT WINDOWS THAT HOLD A METAL GRILL.  IT IS
 PW0594'26.8 METERS EAST-NORTHEAST FROM THE CENTER OF MAIN STREET, 5.2
 PW0594'METERS SOUTHEAST FROM THE CENTER OF A DRIVE TO THE BACK OF THE POST
 PW0594'OFFICE, 1.1 METERS NORTH-NORTHWEST FROM THE NORTHSIDE OF THE BUILDING,
 PW0594'AND 18 CM (7 IN) FROM THE NORTHEAST EDGES OF THE CONCRETE AROUND THE
 PW0594'BASEMENT WINDOWS, MARK IS SET FLUSH WITH THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0104 ***********************************************************************
 PW0104  DESIGNATION -  M 39
 PW0104  PID         -  PW0104
 PW0104  STATE/COUNTY-  WY/JOHNSON
 PW0104  USGS QUAD   -  PURDY RESERVOIR (1970)
 PW0104
 PW0104                         *CURRENT SURVEY CONTROL
 PW0104  ___________________________________________________________________
 PW0104* NAD 83(1986)-  44 07 22.     (N)    106 42 42.     (W)     SCALED    
 PW0104* NAVD 88     -      1479.401  (meters)    4853.67   (feet)  ADJUSTED  
 PW0104  ___________________________________________________________________
 PW0104  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 PW0104  DYNAMIC HT  -        1478.677 (meters)    4851.29  (feet)  COMP
 PW0104  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 PW0104
 PW0104  VERT ORDER  -  SECOND    CLASS 0
 PW0104
 PW0104.The horizontal coordinates were scaled from a topographic map and have
 PW0104.an estimated accuracy of +/- 6 seconds.
 PW0104
 PW0104.The orthometric height was determined by differential leveling
 PW0104.and adjusted by the National Geodetic Survey in June 1991..
 PW0104
 PW0104.The geoid height was determined by GEOID03.
 PW0104
 PW0104.The dynamic height is computed by dividing the NAVD 88
 PW0104.geopotential number by the normal gravity value computed on the
 PW0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0104.degrees latitude (g = 980.6199 gals.).
 PW0104
 PW0104.The modeled gravity was interpolated from observed gravity values.
 PW0104
 PW0104;                    North         East    Units  Estimated Accuracy
 PW0104;SPC WYEC     -   502,580.      449,760.      MT  (+/- 180 meters Scaled)
 PW0104
 PW0104                          SUPERSEDED SURVEY CONTROL
 PW0104
 PW0104  NGVD 29 (??/??/92) 1478.576  (m)         4850.96   (f) ADJ UNCH    2 0
 PW0104
 PW0104.Superseded values are not recommended for survey control.
 PW0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0104.See file dsdata.txt to determine how the superseded data were derived.
 PW0104
 PW0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ630869(NAD 83)
 PW0104_MARKER: DB = BENCH MARK DISK
 PW0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0104_STAMPING: M-39 1934
 PW0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0104+STABILITY: SURFACE MOTION
 PW0104
 PW0104  HISTORY     - Date     Condition        Report By
 PW0104  HISTORY     - 1934     MONUMENTED       CGS
 PW0104  HISTORY     - 1970     GOOD             USGS
 PW0104
 PW0104                          STATION DESCRIPTION
 PW0104
 PW0104'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PW0104'15.7 MI S FROM BUFFALO.
 PW0104'15.7 MILES SOUTH OF P.O. BUFFALO, WYOMING, ON HIGHWAY 87 3.5 MILES
 PW0104'SOUTH OF NORTH FORK CRAZY WOMAN CREEK, 0.4 MILE SOUTH OF BILLY CREEK,
 PW0104'183 SOUTHEAST OF CENTERLINE OF T ROAD WEST (BLACKTOP) AND DIRT ROAD
 PW0104'EAST, 62.5 FEET SOUTH OF CENTERLINE OF THE DIRT ROAD AND 69.5 FEET
 PW0104'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 39
 PW0104'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0154 ***********************************************************************
 MP0154  DESIGNATION -  M 4
 MP0154  PID         -  MP0154
 MP0154  STATE/COUNTY-  WY/CARBON
 MP0154  USGS QUAD   -  ENCAMPMENT (1983)
 MP0154
 MP0154                         *CURRENT SURVEY CONTROL
 MP0154  ___________________________________________________________________
 MP0154* NAD 83(1986)-  41 13 02.     (N)    106 46 34.     (W)     SCALED    
 MP0154* NAVD 88     -      2176.473  (meters)    7140.65   (feet)  ADJUSTED  
 MP0154  ___________________________________________________________________
 MP0154  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 MP0154  DYNAMIC HT  -        2174.484 (meters)    7134.12  (feet)  COMP
 MP0154  MODELED GRAV-     979,631.6   (mgal)                       NAVD 88
 MP0154
 MP0154  VERT ORDER  -  SECOND    CLASS 0
 MP0154
 MP0154.The horizontal coordinates were scaled from a topographic map and have
 MP0154.an estimated accuracy of +/- 6 seconds.
 MP0154
 MP0154.The orthometric height was determined by differential leveling
 MP0154.and adjusted by the National Geodetic Survey in June 1991..
 MP0154
 MP0154.The geoid height was determined by GEOID03.
 MP0154
 MP0154.The dynamic height is computed by dividing the NAVD 88
 MP0154.geopotential number by the normal gravity value computed on the
 MP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0154.degrees latitude (g = 980.6199 gals.).
 MP0154
 MP0154.The modeled gravity was interpolated from observed gravity values.
 MP0154
 MP0154;                    North         East    Units  Estimated Accuracy
 MP0154;SPC WYEC     -   179,790.      446,730.      MT  (+/- 180 meters Scaled)
 MP0154
 MP0154                          SUPERSEDED SURVEY CONTROL
 MP0154
 MP0154  NGVD 29 (??/??/92) 2175.258  (m)         7136.66   (f) ADJ UNCH    2 0
 MP0154
 MP0154.Superseded values are not recommended for survey control.
 MP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0154.See file dsdata.txt to determine how the superseded data were derived.
 MP0154
 MP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF511643(NAD 83)
 MP0154_MARKER: DD = SURVEY DISK
 MP0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0154_SP_SET: CULVERT
 MP0154_STAMPING: M 4 1934
 MP0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0154
 MP0154  HISTORY     - Date     Condition        Report By
 MP0154  HISTORY     - 1934     MONUMENTED       USGS
 MP0154  HISTORY     - 1934     GOOD             NGS
 MP0154
 MP0154                          STATION DESCRIPTION
 MP0154
 MP0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0154'1.1 MI E FROM ENCAMPMENT.
 MP0154'1.1 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, WEST OF STATE
 MP0154'HIGHWAY 70, 140 FEET NORTH AND 17 FEET WEST OF A T-ROAD LEADING EAST,
 MP0154'AT A CONCRETE CULVERT, AND IN THE TOP OF THE WEST HEADWALL.  A U.S.
 MP0154'GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 4 1934 AND PAINTED U S PBM
 MP0154'7137.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0010 ***********************************************************************
 OV0010  DESIGNATION -  M 40
 OV0010  PID         -  OV0010
 OV0010  STATE/COUNTY-  WY/JOHNSON
 OV0010  USGS QUAD   -  DUGOUT RANCH (1973)
 OV0010
 OV0010                         *CURRENT SURVEY CONTROL
 OV0010  ___________________________________________________________________
 OV0010* NAD 83(1986)-  43 31 37.     (N)    106 28 07.     (W)     SCALED    
 OV0010* NAVD 88     -      1490.011  (meters)    4888.48   (feet)  ADJUSTED  
 OV0010  ___________________________________________________________________
 OV0010  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 OV0010  DYNAMIC HT  -        1489.223 (meters)    4885.89  (feet)  COMP
 OV0010  MODELED GRAV-     980,038.3   (mgal)                       NAVD 88
 OV0010  OBS GRAVITY -     980,038.3   (mgal)                       GRAV_OBS
 OV0010
 OV0010  VERT ORDER  -  SECOND    CLASS 0
 OV0010
 OV0010.The horizontal coordinates were scaled from a topographic map and have
 OV0010.an estimated accuracy of +/- 6 seconds.
 OV0010
 OV0010.The orthometric height was determined by differential leveling
 OV0010.and adjusted by the National Geodetic Survey in June 1991..
 OV0010
 OV0010.The geoid height was determined by GEOID03.
 OV0010
 OV0010.The dynamic height is computed by dividing the NAVD 88
 OV0010.geopotential number by the normal gravity value computed on the
 OV0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0010.degrees latitude (g = 980.6199 gals.).
 OV0010
 OV0010.The modeled gravity was interpolated from observed gravity values.
 OV0010.The observed gravity was obtained from relative gravimeter ties
 OV0010.to the IGSN71 gravity network.
 OV0010
 OV0010;                    North         East    Units  Estimated Accuracy
 OV0010;SPC WYEC     -   436,560.      469,900.      MT  (+/- 180 meters Scaled)
 OV0010
 OV0010                          SUPERSEDED SURVEY CONTROL
 OV0010
 OV0010  NGVD 29 (??/??/92) 1489.20   (m)         4885.8    (f) COMPUTED    2 0
 OV0010
 OV0010.Superseded values are not recommended for survey control.
 OV0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0010.See file dsdata.txt to determine how the superseded data were derived.
 OV0010
 OV0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ813203(NAD 83)
 OV0010_MARKER: DB = BENCH MARK DISK
 OV0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0010_STAMPING: M 40 1934
 OV0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0010+STABILITY: SURFACE MOTION
 OV0010
 OV0010  HISTORY     - Date     Condition        Report By
 OV0010  HISTORY     - 1934     MONUMENTED       CGS
 OV0010
 OV0010                          STATION DESCRIPTION
 OV0010
 OV0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0010'15.4 MI N FROM MIDWEST.
 OV0010'IN JOHNSON COUNTY, 15.4 MILES NORTH ALONG U.S. HIGHWAY 87 FROM
 OV0010'MIDWEST, NATRONA COUNTY, 2.6 MILES NORTH OF THE JOHNSON-NATRONA COUNTY
 OV0010'LINE, 1.0 MILE NORTH OF THE ENTRANCE TO THE ROY HALL RANCH, 48.5 FEET
 OV0010'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.1 FEET WEST OF A FENCE. A
 OV0010'STANDARD DISK, STAMPED M 40 1934 AND SET IN THE TOP OF A CONCRETE
 OV0010'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0016 ***********************************************************************
 OX0016  DESIGNATION -  M 42
 OX0016  PID         -  OX0016
 OX0016  STATE/COUNTY-  WY/TETON
 OX0016  USGS QUAD   -  TOGWOTEE PASS (1991)
 OX0016
 OX0016                         *CURRENT SURVEY CONTROL
 OX0016  ___________________________________________________________________
 OX0016* NAD 83(1986)-  43 45 07.     (N)    110 04 03.     (W)     SCALED    
 OX0016* NAVD 88     -      2910.445  (meters)    9548.68   (feet)  ADJUSTED  
 OX0016  ___________________________________________________________________
 OX0016  GEOID HEIGHT-          -7.86  (meters)                     GEOID03
 OX0016  DYNAMIC HT  -        2908.063 (meters)    9540.87  (feet)  COMP
 OX0016  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 OX0016
 OX0016  VERT ORDER  -  SECOND    CLASS 0
 OX0016
 OX0016.The horizontal coordinates were scaled from a topographic map and have
 OX0016.an estimated accuracy of +/- 6 seconds.
 OX0016
 OX0016.The orthometric height was determined by differential leveling
 OX0016.and adjusted by the National Geodetic Survey in June 1991..
 OX0016
 OX0016.The geoid height was determined by GEOID03.
 OX0016
 OX0016.The dynamic height is computed by dividing the NAVD 88
 OX0016.geopotential number by the normal gravity value computed on the
 OX0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0016.degrees latitude (g = 980.6199 gals.).
 OX0016
 OX0016.The modeled gravity was interpolated from observed gravity values.
 OX0016
 OX0016;                    North         East    Units  Estimated Accuracy
 OX0016;SPC WY W     -   461,190.      801,280.      MT  (+/- 180 meters Scaled)
 OX0016
 OX0016                          SUPERSEDED SURVEY CONTROL
 OX0016
 OX0016  NGVD 29 (??/??/92) 2908.912  (m)         9543.66   (f) ADJ UNCH    2 0
 OX0016
 OX0016.Superseded values are not recommended for survey control.
 OX0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0016.See file dsdata.txt to determine how the superseded data were derived.
 OX0016
 OX0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP750447(NAD 83)
 OX0016_MARKER: DB = BENCH MARK DISK
 OX0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0016_STAMPING: M 42 1934
 OX0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0016+STABILITY: SURFACE MOTION
 OX0016
 OX0016  HISTORY     - Date     Condition        Report By
 OX0016  HISTORY     - 1934     MONUMENTED       CGS
 OX0016  HISTORY     - 1965     GOOD             USGS
 OX0016
 OX0016                          STATION DESCRIPTION
 OX0016
 OX0016'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0016'33.3 MI W FROM DUBOIS.
 OX0016'IN TETON COUNTY, 36.3 MILES EAST ALONG U.S. HIGHWAY 287, FROM THE DAM
 OX0016'AT MORAN, ABOUT 33.3 MILES WEST OF DUBOIS, FREMONT COUNTY, 35.0 MILES
 OX0016'EAST OF THE JUNCTION WITH U.S. HIGHWAY 187, ABOUT 340.0 FEET EAST OF
 OX0016'THE SIGN MARKING THE TOGWOTEE PASS AND THE BOUNDARY LINE OF THE TETON
 OX0016'NATIONAL FOREST AND THE WAKASHIE NATIONAL FOREST, 14.6 FEET NORTH OF
 OX0016'THE SOUTH BOUNDARY LINE OF THE WYOMING STATE GAME PRESERVE AND 38.4
 OX0016'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OX0016'M 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0105 ***********************************************************************
 NS0105  DESIGNATION -  M 43
 NS0105  PID         -  NS0105
 NS0105  STATE/COUNTY-  WY/SUBLETTE
 NS0105  USGS QUAD   -  JUEL SPRING (1969)
 NS0105
 NS0105                         *CURRENT SURVEY CONTROL
 NS0105  ___________________________________________________________________
 NS0105* NAD 83(1986)-  42 20 59.     (N)    109 32 10.     (W)     SCALED    
 NS0105* NAVD 88     -      2104.950  (meters)    6905.99   (feet)  ADJUSTED  
 NS0105  ___________________________________________________________________
 NS0105  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 NS0105  DYNAMIC HT  -        2103.190 (meters)    6900.22  (feet)  COMP
 NS0105  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 NS0105
 NS0105  VERT ORDER  -  FIRST     CLASS II
 NS0105
 NS0105.The horizontal coordinates were scaled from a topographic map and have
 NS0105.an estimated accuracy of +/- 6 seconds.
 NS0105
 NS0105.The orthometric height was determined by differential leveling
 NS0105.and adjusted by the National Geodetic Survey in June 1991..
 NS0105
 NS0105.The geoid height was determined by GEOID03.
 NS0105
 NS0105.The dynamic height is computed by dividing the NAVD 88
 NS0105.geopotential number by the normal gravity value computed on the
 NS0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0105.degrees latitude (g = 980.6199 gals.).
 NS0105
 NS0105.The modeled gravity was interpolated from observed gravity values.
 NS0105
 NS0105;                    North         East    Units  Estimated Accuracy
 NS0105;SPC WY W     -   305,570.      845,090.      MT  (+/- 180 meters Scaled)
 NS0105
 NS0105                          SUPERSEDED SURVEY CONTROL
 NS0105
 NS0105  NGVD 29 (??/??/92) 2103.611  (m)         6901.60   (f) ADJ UNCH    1 2
 NS0105
 NS0105.Superseded values are not recommended for survey control.
 NS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0105.See file dsdata.txt to determine how the superseded data were derived.
 NS0105
 NS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM205896(NAD 83)
 NS0105_MARKER: DB = BENCH MARK DISK
 NS0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0105_STAMPING: M 43 1934
 NS0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0105+STABILITY: SURFACE MOTION
 NS0105
 NS0105  HISTORY     - Date     Condition        Report By
 NS0105  HISTORY     - 1934     MONUMENTED       CGS
 NS0105  HISTORY     - 1969     GOOD             USGS
 NS0105
 NS0105                          STATION DESCRIPTION
 NS0105
 NS0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0105'16.5 MI NW FROM FARSON.
 NS0105'HOTEL AT FARSON, 16.5 MILES NORTHWEST OF, ALONG U.S. HWY 187 TO JCT OF
 NS0105'A DIRT ROAD HEADING EAST.  PROCEED 0.5 MILES EAST ALONG DIRT ROAD TO
 NS0105'JCT. OF OLD US HWY. 187.  THENCE 0.2 MILES NORTHWESTERLY ALONG OLD
 NS0105'HWY.  42 FT. NORTHEAST OF CENTERLINE OF OLD HWY.  IN SW OF SEC 35
 NS0105'T.28N R.107W.  BRASS CAP IN TOP OF CONCRETE POST, STAMPED M 43 1934.
 NS0105
 NS0105                          STATION RECOVERY (1969)
 NS0105
 NS0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NS0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0139 ***********************************************************************
 NS0139  DESIGNATION -  M 44
 NS0139  PID         -  NS0139
 NS0139  STATE/COUNTY-  WY/SUBLETTE
 NS0139  USGS QUAD   -  CORA (1964)
 NS0139
 NS0139                         *CURRENT SURVEY CONTROL
 NS0139  ___________________________________________________________________
 NS0139* NAD 83(1986)-  42 52 33.     (N)    109 56 26.     (W)     SCALED    
 NS0139* NAVD 88     -      2198.289  (meters)    7212.22   (feet)  ADJUSTED  
 NS0139  ___________________________________________________________________
 NS0139  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 NS0139  DYNAMIC HT  -        2196.500 (meters)    7206.35  (feet)  COMP
 NS0139  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 NS0139
 NS0139  VERT ORDER  -  FIRST     CLASS II
 NS0139
 NS0139.The horizontal coordinates were scaled from a topographic map and have
 NS0139.an estimated accuracy of +/- 6 seconds.
 NS0139
 NS0139.The orthometric height was determined by differential leveling
 NS0139.and adjusted by the National Geodetic Survey in June 1991..
 NS0139
 NS0139.The geoid height was determined by GEOID03.
 NS0139
 NS0139.The dynamic height is computed by dividing the NAVD 88
 NS0139.geopotential number by the normal gravity value computed on the
 NS0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0139.degrees latitude (g = 980.6199 gals.).
 NS0139
 NS0139.The modeled gravity was interpolated from observed gravity values.
 NS0139
 NS0139;                    North         East    Units  Estimated Accuracy
 NS0139;SPC WY W     -   363,870.      811,670.      MT  (+/- 180 meters Scaled)
 NS0139
 NS0139                          SUPERSEDED SURVEY CONTROL
 NS0139
 NS0139  NGVD 29 (??/??/92) 2196.86   (m)         7207.5    (f) COMPUTED    1 2
 NS0139
 NS0139.Superseded values are not recommended for survey control.
 NS0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0139.See file dsdata.txt to determine how the superseded data were derived.
 NS0139
 NS0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN865475(NAD 83)
 NS0139_MARKER: DB = BENCH MARK DISK
 NS0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NS0139_SP_SET: CULVERT
 NS0139_STAMPING: M 44 1934
 NS0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0139
 NS0139  HISTORY     - Date     Condition        Report By
 NS0139  HISTORY     - 1934     MONUMENTED       CGS
 NS0139  HISTORY     - 1964     MARK NOT FOUND   USGS
 NS0139
 NS0139                          STATION DESCRIPTION
 NS0139
 NS0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0139'4.0 MI NW FROM PINEDALE.
 NS0139'ABOUT 4.0 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 NS0139'AT PINEDALE, SUBLETTE COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE
 NS0139'NORTHEAST HEAD WALL, 20.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 NS0139'HIGHWAY, AND ABOUT 1.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 NS0139'STAMPED M 44 1934.
 NS0139
 NS0139                          STATION RECOVERY (1964)
 NS0139
 NS0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NS0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0055 ***********************************************************************
 OX0055  DESIGNATION -  M 45
 OX0055  PID         -  OX0055
 OX0055  STATE/COUNTY-  WY/SUBLETTE
 OX0055  USGS QUAD   -  BONDURANT (1967)
 OX0055
 OX0055                         *CURRENT SURVEY CONTROL
 OX0055  ___________________________________________________________________
 OX0055* NAD 83(1986)-  43 13 34.     (N)    110 25 47.     (W)     SCALED    
 OX0055* NAVD 88     -      1996.197  (meters)    6549.19   (feet)  ADJUSTED  
 OX0055  ___________________________________________________________________
 OX0055  GEOID HEIGHT-         -10.35  (meters)                     GEOID03
 OX0055  DYNAMIC HT  -        1994.705 (meters)    6544.29  (feet)  COMP
 OX0055  MODELED GRAV-     979,802.1   (mgal)                       NAVD 88
 OX0055
 OX0055  VERT ORDER  -  FIRST     CLASS II
 OX0055
 OX0055.The horizontal coordinates were scaled from a topographic map and have
 OX0055.an estimated accuracy of +/- 6 seconds.
 OX0055
 OX0055.The orthometric height was determined by differential leveling
 OX0055.and adjusted by the National Geodetic Survey in June 1991..
 OX0055
 OX0055.The geoid height was determined by GEOID03.
 OX0055
 OX0055.The dynamic height is computed by dividing the NAVD 88
 OX0055.geopotential number by the normal gravity value computed on the
 OX0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0055.degrees latitude (g = 980.6199 gals.).
 OX0055
 OX0055.The modeled gravity was interpolated from observed gravity values.
 OX0055
 OX0055;                    North         East    Units  Estimated Accuracy
 OX0055;SPC WY W     -   402,830.      771,860.      MT  (+/- 180 meters Scaled)
 OX0055
 OX0055                          SUPERSEDED SURVEY CONTROL
 OX0055
 OX0055  NGVD 29 (??/??/92) 1994.789  (m)         6544.57   (f) ADJ UNCH    1 2
 OX0055
 OX0055.Superseded values are not recommended for survey control.
 OX0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0055.See file dsdata.txt to determine how the superseded data were derived.
 OX0055
 OX0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN463860(NAD 83)
 OX0055_MARKER: DB = BENCH MARK DISK
 OX0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0055_STAMPING: M 45 1934
 OX0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0055+STABILITY: SURFACE MOTION
 OX0055
 OX0055  HISTORY     - Date     Condition        Report By
 OX0055  HISTORY     - 1934     MONUMENTED       CGS
 OX0055  HISTORY     - 1967     MARK NOT FOUND   NGS
 OX0055
 OX0055                          STATION DESCRIPTION
 OX0055
 OX0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0055'1.7 MI NW FROM TRIANGLE F RANCH.
 OX0055'ABOUT 1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE POST OFFICE
 OX0055'AT TRIANGLE F RANCH, SUBLETTE COUNTY, ABOUT 0.7 MILE SOUTHEAST OF THE
 OX0055'BRIDGE OVER HOBACK RIVER, 46 FEET EAST OF THE CENTER LINE OF THE
 OX0055'HIGHWAY, AND 4 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OX0055'STAMPED M 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0055
 OX0055                          STATION RECOVERY (1967)
 OX0055
 OX0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OX0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0094 ***********************************************************************
 OX0094  DESIGNATION -  M 46
 OX0094  PID         -  OX0094
 OX0094  STATE/COUNTY-  WY/TETON
 OX0094  USGS QUAD   -  JACKSON (1996)
 OX0094
 OX0094                         *CURRENT SURVEY CONTROL
 OX0094  ___________________________________________________________________
 OX0094* NAD 83(1986)-  43 28 26.     (N)    110 47 21.     (W)     SCALED    
 OX0094* NAVD 88     -      1880.248  (meters)    6168.78   (feet)  ADJUSTED  
 OX0094  ___________________________________________________________________
 OX0094  GEOID HEIGHT-          -9.79  (meters)                     GEOID03
 OX0094  DYNAMIC HT  -        1878.998 (meters)    6164.68  (feet)  COMP
 OX0094  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 OX0094
 OX0094  VERT ORDER  -  FIRST     CLASS II
 OX0094
 OX0094.The horizontal coordinates were scaled from a topographic map and have
 OX0094.an estimated accuracy of +/- 6 seconds.
 OX0094
 OX0094.The orthometric height was determined by differential leveling
 OX0094.and adjusted by the National Geodetic Survey in June 1991..
 OX0094
 OX0094.The geoid height was determined by GEOID03.
 OX0094
 OX0094.The dynamic height is computed by dividing the NAVD 88
 OX0094.geopotential number by the normal gravity value computed on the
 OX0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0094.degrees latitude (g = 980.6199 gals.).
 OX0094
 OX0094.The modeled gravity was interpolated from observed gravity values.
 OX0094
 OX0094;                    North         East    Units  Estimated Accuracy
 OX0094;SPC WY W     -   430,540.      742,890.      MT  (+/- 180 meters Scaled)
 OX0094
 OX0094                          SUPERSEDED SURVEY CONTROL
 OX0094
 OX0094  NGVD 29 (??/??/92) 1878.961  (m)         6164.56   (f) ADJ UNCH    1 2
 OX0094
 OX0094.Superseded values are not recommended for survey control.
 OX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0094.See file dsdata.txt to determine how the superseded data were derived.
 OX0094
 OX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP170134(NAD 83)
 OX0094_MARKER: DB = BENCH MARK DISK
 OX0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0094_STAMPING: M 46 1934
 OX0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0094+STABILITY: SURFACE MOTION
 OX0094
 OX0094  HISTORY     - Date     Condition        Report By
 OX0094  HISTORY     - 1934     MONUMENTED       CGS
 OX0094  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0094
 OX0094                          STATION DESCRIPTION
 OX0094
 OX0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0094'1.5 MI W FROM JACKSON.
 OX0094'1.5 MILES WEST ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0094'108.0 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION WITH STATE HIGHWAY
 OX0094'22, 148.0 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 187, 46.0 FEET
 OX0094'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 22, AND 2.3 FEET NORTHEAST
 OX0094'OF THE NORTHWEST CORNER OF A FENCE.  A STANDARD DISK, STAMPED M 46
 OX0094'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THERE HAS BEEN NEW
 OX0094'ROAD WORK IN THIS AREA.
 OX0094
 OX0094                          STATION RECOVERY (1963)
 OX0094
 OX0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0122 ***********************************************************************
 OW0122  DESIGNATION -  M 47
 OW0122  PID         -  OW0122
 OW0122  STATE/COUNTY-  WY/FREMONT
 OW0122  USGS QUAD   -  BURRIS (1993)
 OW0122
 OW0122                         *CURRENT SURVEY CONTROL
 OW0122  ___________________________________________________________________
 OW0122* NAD 83(1986)-  43 21 58.     (N)    109 17 24.     (W)     SCALED    
 OW0122* NAVD 88     -      1898.583  (meters)    6228.93   (feet)  ADJUSTED  
 OW0122  ___________________________________________________________________
 OW0122  GEOID HEIGHT-          -9.22  (meters)                     GEOID03
 OW0122  DYNAMIC HT  -        1897.334 (meters)    6224.84  (feet)  COMP
 OW0122  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 OW0122
 OW0122  VERT ORDER  -  SECOND    CLASS 0
 OW0122
 OW0122.The horizontal coordinates were scaled from a topographic map and have
 OW0122.an estimated accuracy of +/- 6 seconds.
 OW0122
 OW0122.The orthometric height was determined by differential leveling
 OW0122.and adjusted by the National Geodetic Survey in June 1991..
 OW0122
 OW0122.The geoid height was determined by GEOID03.
 OW0122
 OW0122.The dynamic height is computed by dividing the NAVD 88
 OW0122.geopotential number by the normal gravity value computed on the
 OW0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0122.degrees latitude (g = 980.6199 gals.).
 OW0122
 OW0122.The modeled gravity was interpolated from observed gravity values.
 OW0122
 OW0122;                    North         East    Units  Estimated Accuracy
 OW0122;SPC WYWC     -   318,470.      556,230.      MT  (+/- 180 meters Scaled)
 OW0122
 OW0122                          SUPERSEDED SURVEY CONTROL
 OW0122
 OW0122  NGVD 29 (??/??/92) 1897.498  (m)         6225.37   (f) ADJ UNCH    2 0
 OW0122
 OW0122.Superseded values are not recommended for survey control.
 OW0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0122.See file dsdata.txt to determine how the superseded data were derived.
 OW0122
 OW0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP385028(NAD 83)
 OW0122_MARKER: DB = BENCH MARK DISK
 OW0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0122_STAMPING: M 47 1934
 OW0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0122+STABILITY: SURFACE MOTION
 OW0122
 OW0122  HISTORY     - Date     Condition        Report By
 OW0122  HISTORY     - 1934     MONUMENTED       CGS
 OW0122
 OW0122                          STATION DESCRIPTION
 OW0122
 OW0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0122'25.3 MI E FROM DUBOIS.
 OW0122'ABOUT 25.3 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0122'DUBOIS, FREMONT COUNTY, 225.4 FEET NORTHEAST OF THE NORTHEAST CORNER
 OW0122'OF THE POST OFFICE AT BURRIS, 366.4 FEET NORTHWEST OF THE NORTH CORNER
 OW0122'OF THE BRIDGE OVER LITTLE DRY CREEK, 165.7 FEET NORTH OF THE CENTER
 OW0122'LINE OF THE ROAD LEADING TO THE POST OFFICE, 81.5 FEET WEST OF THE
 OW0122'CENTER LINE OF THE HIGHWAY, AND ABOUT 2.0 FEET HIGHER THAN THE
 OW0122'HIGHWAY.  A STANDARD DISK, STAMPED M 47 1934 AND SET IN THE TOP OF A
 OW0122'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0098 ***********************************************************************
 OW0098  DESIGNATION -  M 48
 OW0098  PID         -  OW0098
 OW0098  STATE/COUNTY-  WY/FREMONT
 OW0098  USGS QUAD   -  OCEAN LAKE (1977)
 OW0098
 OW0098                         *CURRENT SURVEY CONTROL
 OW0098  ___________________________________________________________________
 OW0098* NAD 83(1986)-  43 08 01.     (N)    108 36 21.     (W)     SCALED    
 OW0098* NAVD 88     -      1649.599  (meters)    5412.06   (feet)  ADJUSTED  
 OW0098  ___________________________________________________________________
 OW0098  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 OW0098  DYNAMIC HT  -        1648.495 (meters)    5408.44  (feet)  COMP
 OW0098  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 OW0098
 OW0098  VERT ORDER  -  SECOND    CLASS 0
 OW0098
 OW0098.The horizontal coordinates were scaled from a topographic map and have
 OW0098.an estimated accuracy of +/- 6 seconds.
 OW0098
 OW0098.The orthometric height was determined by differential leveling
 OW0098.and adjusted by the National Geodetic Survey in June 1991..
 OW0098
 OW0098.The geoid height was determined by GEOID03.
 OW0098
 OW0098.The dynamic height is computed by dividing the NAVD 88
 OW0098.geopotential number by the normal gravity value computed on the
 OW0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0098.degrees latitude (g = 980.6199 gals.).
 OW0098
 OW0098.The modeled gravity was interpolated from observed gravity values.
 OW0098
 OW0098;                    North         East    Units  Estimated Accuracy
 OW0098;SPC WYWC     -   292,510.      611,730.      MT  (+/- 180 meters Scaled)
 OW0098
 OW0098                          SUPERSEDED SURVEY CONTROL
 OW0098
 OW0098  NGVD 29 (??/??/92) 1648.579  (m)         5408.71   (f) ADJ UNCH    2 0
 OW0098
 OW0098.Superseded values are not recommended for survey control.
 OW0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0098.See file dsdata.txt to determine how the superseded data were derived.
 OW0098
 OW0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN947784(NAD 83)
 OW0098_MARKER: DB = BENCH MARK DISK
 OW0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0098_STAMPING: M 48 1934
 OW0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0098+STABILITY: SURFACE MOTION
 OW0098
 OW0098  HISTORY     - Date     Condition        Report By
 OW0098  HISTORY     - 1934     MONUMENTED       CGS
 OW0098  HISTORY     - 1974     GOOD             NGS
 OW0098
 OW0098                          STATION DESCRIPTION
 OW0098
 OW0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0098'69.4 MI E FROM DUBOIS.
 OW0098'ABOUT 69.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0098'DUBOIS, FREMONT COUNTY, ABOUT 13.6 MILES WEST OF RIVERTON, 46.2 FEET
 OW0098'WEST OF THE CENTER LINE OF A SIDE ROAD, 43.6 FEET NORTHWEST OF A GROUP
 OW0098'OF MAIL BOXES, AND 48.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 OW0098'A STANDARD DISK, STAMPED M 48 1934 AND SET IN THE TOP OF A CONCRETE
 OW0098'POST.
 OW0098
 OW0098                          STATION RECOVERY (1974)
 OW0098
 OW0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OW0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0105 ***********************************************************************
 OW0105  DESIGNATION -  M 49
 OW0105  PID         -  OW0105
 OW0105  STATE/COUNTY-  WY/HOT SPRINGS
 OW0105  USGS QUAD   -  HAMILTON DOME (1985)
 OW0105
 OW0105                         *CURRENT SURVEY CONTROL
 OW0105  ___________________________________________________________________
 OW0105* NAD 83(1986)-  43 49 50.     (N)    108 30 29.     (W)     SCALED    
 OW0105* NAVD 88     -      1540.627  (meters)    5054.54   (feet)  ADJUSTED  
 OW0105  ___________________________________________________________________
 OW0105  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 OW0105  DYNAMIC HT  -        1539.770 (meters)    5051.73  (feet)  COMP
 OW0105  MODELED GRAV-     980,008.9   (mgal)                       NAVD 88
 OW0105
 OW0105  VERT ORDER  -  SECOND    CLASS 0
 OW0105
 OW0105.The horizontal coordinates were scaled from a topographic map and have
 OW0105.an estimated accuracy of +/- 6 seconds.
 OW0105
 OW0105.The orthometric height was determined by differential leveling
 OW0105.and adjusted by the National Geodetic Survey in June 1991..
 OW0105
 OW0105.The geoid height was determined by GEOID03.
 OW0105
 OW0105.The dynamic height is computed by dividing the NAVD 88
 OW0105.geopotential number by the normal gravity value computed on the
 OW0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0105.degrees latitude (g = 980.6199 gals.).
 OW0105
 OW0105.The modeled gravity was interpolated from observed gravity values.
 OW0105
 OW0105;                    North         East    Units  Estimated Accuracy
 OW0105;SPC WYWC     -   369,950.      619,460.      MT  (+/- 180 meters Scaled)
 OW0105
 OW0105                          SUPERSEDED SURVEY CONTROL
 OW0105
 OW0105  NGVD 29 (??/??/92) 1539.673  (m)         5051.41   (f) ADJ UNCH    2 0
 OW0105
 OW0105.Superseded values are not recommended for survey control.
 OW0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0105.See file dsdata.txt to determine how the superseded data were derived.
 OW0105
 OW0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP003560(NAD 83)
 OW0105_MARKER: DB = BENCH MARK DISK
 OW0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0105_SP_SET: CONCRETE POST
 OW0105_STAMPING: M 49 1934
 OW0105_MARK LOGO: CGS   
 OW0105_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0105+STABILITY: SURFACE MOTION
 OW0105
 OW0105  HISTORY     - Date     Condition        Report By
 OW0105  HISTORY     - 1934     MONUMENTED       CGS
 OW0105  HISTORY     - 1953     GOOD             NGS
 OW0105  HISTORY     - 1979     GOOD             USGS
 OW0105  HISTORY     - 19840420 GOOD             WYDT
 OW0105
 OW0105                          STATION DESCRIPTION
 OW0105
 OW0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0105'29.6 MI NW FROM THERMOPOLIS.
 OW0105'ABOUT 29.6 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0105'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 7.3 MILES NORTHEAST
 OW0105'OF THE POST OFFICE AT HAMILTON DOME, ABOUT 0.1 MILE EAST OF A BRIDGE
 OW0105'OVER A CREEK, 96 FEET SOUTHEAST OF A ROW OF POLES, AND 34 FEET
 OW0105'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OW0105'M 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OW0105
 OW0105                          STATION RECOVERY (1953)
 OW0105
 OW0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 OW0105'RECOVERED IN GOOD CONDITION.
 OW0105
 OW0105                          STATION RECOVERY (1979)
 OW0105
 OW0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0105'THERMOPOLIS, HOT SPRINGS COUNTY, ONE BLOCK SOUTH AND ONE BLOCK WEST
 OW0105'OF POST OFFICE, THENCE 21.5 MI. NW ALONG STATE HIGHWAY 120 TO PAVED
 OW0105'ROAD LEADING WEST TO HAMILTON DOME, THENCE WESTERLY ALONG PAVED ROAD
 OW0105'2.2 MI. TO BM ON THE RIGHT, BM IS NW OF THE ROAD 159 FEET, IN TOP OF
 OW0105'CONCRETE POST WITH STANDARD DISK STAMPED M 49 1934.
 OW0105
 OW0105                          STATION RECOVERY (1984)
 OW0105
 OW0105'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1984
 OW0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0023 ***********************************************************************
 NT0023  DESIGNATION -  M 50
 NT0023  PID         -  NT0023
 NT0023  STATE/COUNTY-  WY/SUBLETTE
 NT0023  USGS QUAD   -  BIG PINEY EAST (1980)
 NT0023
 NT0023                         *CURRENT SURVEY CONTROL
 NT0023  ___________________________________________________________________
 NT0023* NAD 83(1986)-  42 34 07.     (N)    110 05 51.     (W)     SCALED    
 NT0023* NAVD 88     -      2088.997  (meters)    6853.65   (feet)  ADJUSTED  
 NT0023  ___________________________________________________________________
 NT0023  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 NT0023  DYNAMIC HT  -        2087.299 (meters)    6848.08  (feet)  COMP
 NT0023  MODELED GRAV-     979,734.2   (mgal)                       NAVD 88
 NT0023
 NT0023  VERT ORDER  -  SECOND    CLASS 0
 NT0023
 NT0023.The horizontal coordinates were scaled from a topographic map and have
 NT0023.an estimated accuracy of +/- 6 seconds.
 NT0023
 NT0023.The orthometric height was determined by differential leveling
 NT0023.and adjusted by the National Geodetic Survey in June 1991..
 NT0023
 NT0023.The geoid height was determined by GEOID03.
 NT0023
 NT0023.The dynamic height is computed by dividing the NAVD 88
 NT0023.geopotential number by the normal gravity value computed on the
 NT0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0023.degrees latitude (g = 980.6199 gals.).
 NT0023
 NT0023.The modeled gravity was interpolated from observed gravity values.
 NT0023
 NT0023;                    North         East    Units  Estimated Accuracy
 NT0023;SPC WY W     -   329,740.      798,840.      MT  (+/- 180 meters Scaled)
 NT0023
 NT0023                          SUPERSEDED SURVEY CONTROL
 NT0023
 NT0023  NGVD 29 (??/??/92) 2087.607  (m)         6849.09   (f) ADJ UNCH    2 0
 NT0023
 NT0023.Superseded values are not recommended for survey control.
 NT0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0023.See file dsdata.txt to determine how the superseded data were derived.
 NT0023
 NT0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN740133(NAD 83)
 NT0023_MARKER: DB = BENCH MARK DISK
 NT0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0023_STAMPING: M 50 1934
 NT0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0023+STABILITY: SURFACE MOTION
 NT0023
 NT0023  HISTORY     - Date     Condition        Report By
 NT0023  HISTORY     - 1934     MONUMENTED       CGS
 NT0023  HISTORY     - 1959     GOOD             NGS
 NT0023  HISTORY     - 1970     MARK NOT FOUND   USGS
 NT0023
 NT0023                          STATION DESCRIPTION
 NT0023
 NT0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NT0023'2.1 MI NE FROM BIG PINEY.
 NT0023'2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 189 FROM THE POST OFFICE AT BIG
 NT0023'PINEY, ABOUT 0.2 MILE NORTH OF A BRIDGE, AT A TURN TO THE EAST OF A
 NT0023'LARGE HILL, 49 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 37.5
 NT0023'FEET SOUTHWEST OF THE FIRST POLE WEST OF THE HIGHWAY.  A STANDARD
 NT0023'DISK, STAMPED M 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NT0023
 NT0023                          STATION RECOVERY (1970)
 NT0023
 NT0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NT0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0044 ***********************************************************************
 MR0044  DESIGNATION -  M 52
 MR0044  PID         -  MR0044
 MR0044  STATE/COUNTY-  WY/LINCOLN
 MR0044  USGS QUAD   -  OPAL (1969)
 MR0044
 MR0044                         *CURRENT SURVEY CONTROL
 MR0044  ___________________________________________________________________
 MR0044* NAD 83(1986)-  41 46 47.     (N)    110 16 30.     (W)     SCALED    
 MR0044* NAVD 88     -      2016.324  (meters)    6615.22   (feet)  ADJUSTED  
 MR0044  ___________________________________________________________________
 MR0044  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MR0044  DYNAMIC HT  -        2014.589 (meters)    6609.53  (feet)  COMP
 MR0044  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 MR0044
 MR0044  VERT ORDER  -  SECOND    CLASS 0
 MR0044
 MR0044.The horizontal coordinates were scaled from a topographic map and have
 MR0044.an estimated accuracy of +/- 6 seconds.
 MR0044
 MR0044.The orthometric height was determined by differential leveling
 MR0044.and adjusted by the National Geodetic Survey in June 1991..
 MR0044
 MR0044.The geoid height was determined by GEOID03.
 MR0044
 MR0044.The dynamic height is computed by dividing the NAVD 88
 MR0044.geopotential number by the normal gravity value computed on the
 MR0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0044.degrees latitude (g = 980.6199 gals.).
 MR0044
 MR0044.The modeled gravity was interpolated from observed gravity values.
 MR0044
 MR0044;                    North         East    Units  Estimated Accuracy
 MR0044;SPC WY W     -   242,130.      784,070.      MT  (+/- 180 meters Scaled)
 MR0044
 MR0044                          SUPERSEDED SURVEY CONTROL
 MR0044
 MR0044  NGVD 29 (??/??/92) 2014.97   (m)         6610.8    (f) COMPUTED    2 0
 MR0044
 MR0044.Superseded values are not recommended for survey control.
 MR0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0044.See file dsdata.txt to determine how the superseded data were derived.
 MR0044
 MR0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM602255(NAD 83)
 MR0044_MARKER: DB = BENCH MARK DISK
 MR0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0044_SP_SET: ABUTMENT
 MR0044_STAMPING: M 52 1934
 MR0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0044
 MR0044  HISTORY     - Date     Condition        Report By
 MR0044  HISTORY     - 1934     MONUMENTED       CGS
 MR0044
 MR0044                          STATION DESCRIPTION
 MR0044
 MR0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0044'2.5 MI E FROM OPAL.
 MR0044'ABOUT 2.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0044'AT OPAL, LINCOLN COUNTY, ABOUT 1.7 MILES WEST OF THE STATION AT
 MR0044'COSGRIFF, ABOUT 160 FEET EAST OF MILEPOST 22, AT BRIDGE 21.95, IN THE
 MR0044'TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT, 0.7 FOOT WEST OF
 MR0044'THE EAST FACE OF THE ABUTMENT, 6.4 FEET NORTH OF THE NORTH RAIL, AND
 MR0044'ABOUT 1.4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 52
 MR0044'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0117 ***********************************************************************
 OU0117  DESIGNATION -  M 53 RESET
 OU0117  PID         -  OU0117
 OU0117  STATE/COUNTY-  WY/NIOBRARA
 OU0117  USGS QUAD   -  REDBIRD (1981)
 OU0117
 OU0117                         *CURRENT SURVEY CONTROL
 OU0117  ___________________________________________________________________
 OU0117* NAD 83(1986)-  43 09 13.     (N)    104 20 26.     (W)     SCALED    
 OU0117* NAVD 88     -      1235.19   (+/-2cm)    4052.5    (feet)  VERTCON   
 OU0117  ___________________________________________________________________
 OU0117  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 OU0117
 OU0117  VERT ORDER  -  THIRD (See Below)
 OU0117
 OU0117.The horizontal coordinates were scaled from a topographic map and have
 OU0117.an estimated accuracy of +/- 6 seconds.
 OU0117
 OU0117.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0117.The vertical order pertains to the NGVD 29 superseded value.
 OU0117
 OU0117.The geoid height was determined by GEOID03.
 OU0117
 OU0117;                    North         East    Units  Estimated Accuracy
 OU0117;SPC WY E     -   295,050.      267,190.      MT  (+/- 180 meters Scaled)
 OU0117
 OU0117                          SUPERSEDED SURVEY CONTROL
 OU0117
 OU0117  NGVD 29 (03/28/06) 1234.54   (m)         4050.3    (f) RESET       3  
 OU0117
 OU0117.Superseded values are not recommended for survey control.
 OU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0117.See file dsdata.txt to determine how the superseded data were derived.
 OU0117
 OU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH536780(NAD 83)
 OU0117_MARKER: DB = BENCH MARK DISK
 OU0117_SETTING: 0 = UNSPECIFIED SETTING
 OU0117_STAMPING: M 53 RESET 1966
 OU0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0117
 OU0117  HISTORY     - Date     Condition        Report By
 OU0117  HISTORY     - 1966     MONUMENTED       WYHD
 OU0117  HISTORY     - 1967     GOOD             WYHD
 OU0117
 OU0117                          STATION DESCRIPTION
 OU0117
 OU0117'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1967
 OU0117'27.8 MI N FROM LUSK.
 OU0117'27.8 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 OU0117'AT LUSK, NIOBRARA COUNTY, 4 MILES NORTH OF THE JUNCTION OF THE
 OU0117'ROAD LEADING TO LANCE CREEK, NEAR THE ENTRANCE TO A FARM, 116
 OU0117'FEET EAST OF THE CENTERLINE OF THE ROADWAY, 113 FEET NORTH OF THE
 OU0117'CENTERLINE OF ENTRANCE TO FARM, 75 FEET NORTH OF A WIRE GATE, ABOUT
 OU0117'16 FEET OUTSIDE THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0094 ***********************************************************************
 OU0094  DESIGNATION -  M 54
 OU0094  PID         -  OU0094
 OU0094  STATE/COUNTY-  WY/NIOBRARA
 OU0094  USGS QUAD   -  TELEPHONE DRAW (1981)
 OU0094
 OU0094                         *CURRENT SURVEY CONTROL
 OU0094  ___________________________________________________________________
 OU0094* NAD 83(1986)-  43 04 32.     (N)    104 26 33.     (W)     SCALED    
 OU0094* NAVD 88     -      1350.607  (meters)    4431.12   (feet)  ADJUSTED  
 OU0094  ___________________________________________________________________
 OU0094  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 OU0094  DYNAMIC HT  -        1349.928 (meters)    4428.89  (feet)  COMP
 OU0094  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 OU0094
 OU0094  VERT ORDER  -  SECOND    CLASS 0
 OU0094
 OU0094.The horizontal coordinates were scaled from a topographic map and have
 OU0094.an estimated accuracy of +/- 6 seconds.
 OU0094
 OU0094.The orthometric height was determined by differential leveling
 OU0094.and adjusted by the National Geodetic Survey in June 1991..
 OU0094
 OU0094.The geoid height was determined by GEOID03.
 OU0094
 OU0094.The dynamic height is computed by dividing the NAVD 88
 OU0094.geopotential number by the normal gravity value computed on the
 OU0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0094.degrees latitude (g = 980.6199 gals.).
 OU0094
 OU0094.The modeled gravity was interpolated from observed gravity values.
 OU0094
 OU0094;                    North         East    Units  Estimated Accuracy
 OU0094;SPC WY E     -   286,300.      258,970.      MT  (+/- 180 meters Scaled)
 OU0094
 OU0094                          SUPERSEDED SURVEY CONTROL
 OU0094
 OU0094  NGVD 29 (??/??/92) 1349.933  (m)         4428.91   (f) ADJ UNCH    2 0
 OU0094
 OU0094.Superseded values are not recommended for survey control.
 OU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0094.See file dsdata.txt to determine how the superseded data were derived.
 OU0094
 OU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH453693(NAD 83)
 OU0094_MARKER: DB = BENCH MARK DISK
 OU0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0094_STAMPING: M 54 1934
 OU0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0094+STABILITY: SURFACE MOTION
 OU0094
 OU0094  HISTORY     - Date     Condition        Report By
 OU0094  HISTORY     - 1934     MONUMENTED       CGS
 OU0094  HISTORY     - 1957     GOOD             NGS
 OU0094
 OU0094                          STATION DESCRIPTION
 OU0094
 OU0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0094'30.6 MI N FROM LUSK.
 OU0094'25.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0094'LUSK, THENCE 3.0 MILES WEST ALONG A TRACK ROAD, THENCE 2.55 MILES
 OU0094'SOUTHWEST ALONG A TRACK ROAD, AT THE TOP OF A SMALL HILL, ON THE
 OU0094'OUTSIDE OF A CURVE IN THE ROAD, 147 YARDS NORTH OF A FENCE, 51
 OU0094'FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 1 FOOT SOUTH OF
 OU0094'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OU0094'1.0 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 20,
 OU0094'TOWNSHIP 36 NORTH, RANGE 63 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0182 ***********************************************************************
 OU0182  DESIGNATION -  M 55
 OU0182  PID         -  OU0182
 OU0182  STATE/COUNTY-  WY/CONVERSE
 OU0182  USGS QUAD   -  WAGONHOUND CREEK (1981)
 OU0182
 OU0182                         *CURRENT SURVEY CONTROL
 OU0182  ___________________________________________________________________
 OU0182* NAD 83(1986)-  43 27 42.     (N)    104 54 27.     (W)     SCALED    
 OU0182* NAVD 88     -      1324.157  (meters)    4344.34   (feet)  ADJUSTED  
 OU0182  ___________________________________________________________________
 OU0182  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 OU0182  DYNAMIC HT  -        1323.483 (meters)    4342.13  (feet)  COMP
 OU0182  MODELED GRAV-     980,064.4   (mgal)                       NAVD 88
 OU0182
 OU0182  VERT ORDER  -  SECOND    CLASS 0
 OU0182
 OU0182.The horizontal coordinates were scaled from a topographic map and have
 OU0182.an estimated accuracy of +/- 6 seconds.
 OU0182
 OU0182.The orthometric height was determined by differential leveling
 OU0182.and adjusted by the National Geodetic Survey in June 1991..
 OU0182
 OU0182.The geoid height was determined by GEOID03.
 OU0182
 OU0182.The dynamic height is computed by dividing the NAVD 88
 OU0182.geopotential number by the normal gravity value computed on the
 OU0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0182.degrees latitude (g = 980.6199 gals.).
 OU0182
 OU0182.The modeled gravity was interpolated from observed gravity values.
 OU0182
 OU0182;                    North         East    Units  Estimated Accuracy
 OU0182;SPC WY E     -   328,970.      220,970.      MT  (+/- 180 meters Scaled)
 OU0182
 OU0182                          SUPERSEDED SURVEY CONTROL
 OU0182
 OU0182  NGVD 29 (??/??/92) 1323.416  (m)         4341.91   (f) ADJ UNCH    2 0
 OU0182
 OU0182.Superseded values are not recommended for survey control.
 OU0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0182.See file dsdata.txt to determine how the superseded data were derived.
 OU0182
 OU0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ074120(NAD 83)
 OU0182_MARKER: DB = BENCH MARK DISK
 OU0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0182_STAMPING: M 55 1934
 OU0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0182+STABILITY: SURFACE MOTION
 OU0182
 OU0182  HISTORY     - Date     Condition        Report By
 OU0182  HISTORY     - 1934     MONUMENTED       CGS
 OU0182  HISTORY     - 1957     GOOD             NGS
 OU0182  HISTORY     - 1976     GOOD             USGS
 OU0182
 OU0182                          STATION DESCRIPTION
 OU0182
 OU0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0182'6.5 MI E FROM DULL CENTER.
 OU0182'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0182'POST OFFICE SITE AT THE HAREY NACHTMAN RANCH AT DULL CENTER,
 OU0182'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0182'0.75 MILE SOUTHEAST ALONG A BULLDOZED TRACK ROAD, 0.55 MILE
 OU0182'NORTHWEST OF A FENCE, 0.55 MILE NORTHWEST OF THE CONVERSE AND
 OU0182'NIOBRARA COUNTY LINE, 0.2 MILE NORTHEAST OF 2 LARGE COTTONWOOD
 OU0182'TREES, 0.1 MILE SOUTHWEST OF A SMALL FLAT TOPPED ROCKY HILL,
 OU0182'23 FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 1 FOOT
 OU0182'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OU0182'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 OU0182'1/4 OF SECTION 9, TOWNSHIP 40 NORTH, RANGE 67 WEST.
 OU0182
 OU0182                          STATION RECOVERY (1976)
 OU0182
 OU0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0182'NACHTMAN SCHOOL (DULL CENTER), 117 MILES EAST, THENCE 3.3 MILES
 OU0182'NORTHEAST FROM ALONG GRADED ROADS, THENCE, 0.65 MILE SOUTHEAST ALONG
 OU0182'TRACK ROAD AND ABOUT 0.55 MILE NORTHWEST OF A FENCE CORNER. IN THE
 OU0182'NORTHWEST 1/4 OF S. 9, T. 40 N., R. 67 W. 24 FEET NORTHEAST OF THE
 OU0182'CENTER LINE OF THE ROAD, A STANDARD UCS & GS DISK, SET IN THE TOP OF
 OU0182'A CONCRETE POST PRJOECTING ABOUT 0.7 FOOT ABOVE GROUND, STAMPED "M 55
 OU0182'1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0199 ***********************************************************************
 OU0199  DESIGNATION -  M 56
 OU0199  PID         -  OU0199
 OU0199  STATE/COUNTY-  WY/WESTON
 OU0199  USGS QUAD   -  LION CREEK (1982)
 OU0199
 OU0199                         *CURRENT SURVEY CONTROL
 OU0199  ___________________________________________________________________
 OU0199* NAD 83(1986)-  43 30 42.     (N)    104 52 53.     (W)     SCALED    
 OU0199* NAVD 88     -      1272.818  (meters)    4175.90   (feet)  ADJUSTED  
 OU0199  ___________________________________________________________________
 OU0199  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 OU0199  DYNAMIC HT  -        1272.172 (meters)    4173.78  (feet)  COMP
 OU0199  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 OU0199
 OU0199  VERT ORDER  -  SECOND    CLASS 0
 OU0199
 OU0199.The horizontal coordinates were scaled from a topographic map and have
 OU0199.an estimated accuracy of +/- 6 seconds.
 OU0199
 OU0199.The orthometric height was determined by differential leveling
 OU0199.and adjusted by the National Geodetic Survey in June 1991..
 OU0199
 OU0199.The geoid height was determined by GEOID03.
 OU0199
 OU0199.The dynamic height is computed by dividing the NAVD 88
 OU0199.geopotential number by the normal gravity value computed on the
 OU0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0199.degrees latitude (g = 980.6199 gals.).
 OU0199
 OU0199.The modeled gravity was interpolated from observed gravity values.
 OU0199
 OU0199;                    North         East    Units  Estimated Accuracy
 OU0199;SPC WY E     -   334,540.      223,070.      MT  (+/- 180 meters Scaled)
 OU0199
 OU0199                          SUPERSEDED SURVEY CONTROL
 OU0199
 OU0199  NGVD 29 (??/??/92) 1272.080  (m)         4173.48   (f) ADJ UNCH    2 0
 OU0199
 OU0199.Superseded values are not recommended for survey control.
 OU0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0199.See file dsdata.txt to determine how the superseded data were derived.
 OU0199
 OU0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ095176(NAD 83)
 OU0199_MARKER: DB = BENCH MARK DISK
 OU0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0199_STAMPING: M-56 1934
 OU0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0199+STABILITY: SURFACE MOTION
 OU0199
 OU0199  HISTORY     - Date     Condition        Report By
 OU0199  HISTORY     - 1934     MONUMENTED       CGS
 OU0199  HISTORY     - 1938     GOOD             NGS
 OU0199  HISTORY     - 1975     MARK NOT FOUND   USGS
 OU0199
 OU0199                          STATION DESCRIPTION
 OU0199
 OU0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OU0199'10.2 MI NE FROM DULL CENTER.
 OU0199'ALONG HIGHWAY BETWEEN HAMPSHIRE AND DULL CENTER, AT SOUTHEAST
 OU0199'CORNER OF 4-W RANCH YARD, 11 FEET WEST OF ROAD ACROSS RIVER PAST
 OU0199'HOUSE, 5 FEET SOUTHWEST OF SOUTHEAST CORNER OF FENCE, 3.9 FEET
 OU0199'SOUTH OF FENCE.  A STANDARD TABLET SET IN TOP OF A PRECAST
 OU0199'CONCRETE POST.
 OU0199
 OU0199                          STATION RECOVERY (1975)
 OU0199
 OU0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OU0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0224 ***********************************************************************
 OU0224  DESIGNATION -  M 57
 OU0224  PID         -  OU0224
 OU0224  STATE/COUNTY-  WY/CONVERSE
 OU0224  USGS QUAD   -  DUGOUT CREEK SOUTH (1984)
 OU0224
 OU0224                         *CURRENT SURVEY CONTROL
 OU0224  ___________________________________________________________________
 OU0224* NAD 83(1986)-  43 18 58.     (N)    105 21 02.     (W)     SCALED    
 OU0224* NAVD 88     -      1409.408  (meters)    4624.03   (feet)  ADJUSTED  
 OU0224  ___________________________________________________________________
 OU0224  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 OU0224  DYNAMIC HT  -        1408.620 (meters)    4621.45  (feet)  COMP
 OU0224  MODELED GRAV-     980,011.5   (mgal)                       NAVD 88
 OU0224
 OU0224  VERT ORDER  -  SECOND    CLASS 0
 OU0224
 OU0224.The horizontal coordinates were scaled from a topographic map and have
 OU0224.an estimated accuracy of +/- 6 seconds.
 OU0224
 OU0224.The orthometric height was determined by differential leveling
 OU0224.and adjusted by the National Geodetic Survey in June 1991..
 OU0224
 OU0224.The geoid height was determined by GEOID03.
 OU0224
 OU0224.The dynamic height is computed by dividing the NAVD 88
 OU0224.geopotential number by the normal gravity value computed on the
 OU0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0224.degrees latitude (g = 980.6199 gals.).
 OU0224
 OU0224.The modeled gravity was interpolated from observed gravity values.
 OU0224
 OU0224;                    North         East    Units  Estimated Accuracy
 OU0224;SPC WY E     -   312,790.      185,080.      MT  (+/- 180 meters Scaled)
 OU0224
 OU0224                          SUPERSEDED SURVEY CONTROL
 OU0224
 OU0224  NGVD 29 (??/??/92) 1408.618  (m)         4621.44   (f) ADJ UNCH    2 0
 OU0224
 OU0224.Superseded values are not recommended for survey control.
 OU0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0224.See file dsdata.txt to determine how the superseded data were derived.
 OU0224
 OU0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH715959(NAD 83)
 OU0224_MARKER: DB = BENCH MARK DISK
 OU0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0224_STAMPING: M-57 1934
 OU0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0224+STABILITY: SURFACE MOTION
 OU0224
 OU0224  HISTORY     - Date     Condition        Report By
 OU0224  HISTORY     - 1934     MONUMENTED       CGS
 OU0224  HISTORY     - 1955     MARK NOT FOUND   NGS
 OU0224
 OU0224                          STATION DESCRIPTION
 OU0224
 OU0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0224'7.6 MI SE FROM VERSE.
 OU0224'2 MILES NORTH ALONG STATE HIGHWAY 387 FROM THE COMMUNITY CENTER
 OU0224'AT DRY CREEK, CONVERSE COUNTY, THENCE ABOUT 8.1 MILES NORTHWEST
 OU0224'ALONG THE ROAD LEADING TO GILLETTE, ABOUT 7.6 MILES SOUTHEAST
 OU0224'OF THE POST OFFICE AT VERSE, ABOUT 125 FEET NORTHWEST OF THE
 OU0224'NORTHWEST CORNER OF THE STEEL OF THE BRIDGE OVER DRY FORK OF
 OU0224'CHEYENNE RIVER, 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 OU0224'WOODEN TRESTLE, AND 29 FEET WEST OF THE CENTER LINE OF THE ROAD.
 OU0224'A STANDARD DISK, STAMPED M 57 1934 AND SET IN THE TOP OF A
 OU0224'CONCRETE POST.  NOTE-- MARK PROBABLY DESTROYED BY RECENT
 OU0224'CONSTRUCTION OF CONCRETE HIGHWAY BRIDGE.
 OU0224
 OU0224                          STATION RECOVERY (1955)
 OU0224
 OU0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OU0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0022 ***********************************************************************
 PV0022  DESIGNATION -  M 59
 PV0022  PID         -  PV0022
 PV0022  STATE/COUNTY-  WY/CROOK
 PV0022  USGS QUAD   -  BEULAH (1984)
 PV0022
 PV0022                         *CURRENT SURVEY CONTROL
 PV0022  ___________________________________________________________________
 PV0022* NAD 83(1986)-  44 32 39.     (N)    104 05 26.     (W)     SCALED    
 PV0022* NAVD 88     -      1071.021  (meters)    3513.84   (feet)  ADJUSTED  
 PV0022  ___________________________________________________________________
 PV0022  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 PV0022  DYNAMIC HT  -        1070.674 (meters)    3512.70  (feet)  COMP
 PV0022  MODELED GRAV-     980,257.3   (mgal)                       NAVD 88
 PV0022
 PV0022  VERT ORDER  -  FIRST     CLASS II
 PV0022
 PV0022.The horizontal coordinates were scaled from a topographic map and have
 PV0022.an estimated accuracy of +/- 6 seconds.
 PV0022
 PV0022.The orthometric height was determined by differential leveling
 PV0022.and adjusted by the National Geodetic Survey in September 1993..
 PV0022
 PV0022.The geoid height was determined by GEOID03.
 PV0022
 PV0022.The dynamic height is computed by dividing the NAVD 88
 PV0022.geopotential number by the normal gravity value computed on the
 PV0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0022.degrees latitude (g = 980.6199 gals.).
 PV0022
 PV0022.The modeled gravity was interpolated from observed gravity values.
 PV0022
 PV0022;                    North         East    Units  Estimated Accuracy
 PV0022;SPC WY E     -   449,780.      285,510.      MT  (+/- 180 meters Scaled)
 PV0022
 PV0022                          SUPERSEDED SURVEY CONTROL
 PV0022
 PV0022  NAVD 88 (06/15/91) 1071.014  (m)         3513.82   (f) UNKNOWN     1 2
 PV0022  NGVD 29 (??/??/92) 1070.470  (m)         3512.03   (f) ADJ UNCH    1 2
 PV0022
 PV0022.Superseded values are not recommended for survey control.
 PV0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0022.See file dsdata.txt to determine how the superseded data were derived.
 PV0022
 PV0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK722327(NAD 83)
 PV0022_MARKER: DB = BENCH MARK DISK
 PV0022_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PV0022_SP_SET: PREFAB CONC. POST IN EARTH
 PV0022_STAMPING: M 59 1934
 PV0022_MARK LOGO: CGS   
 PV0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0022+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1991
 PV0022
 PV0022  HISTORY     - Date     Condition        Report By
 PV0022  HISTORY     - 1934     MONUMENTED       CGS
 PV0022  HISTORY     - 1962     GOOD             NGS
 PV0022  HISTORY     - 19910823 GOOD             NGS
 PV0022
 PV0022                          STATION DESCRIPTION
 PV0022
 PV0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 PV0022'AT BEULAH.
 PV0022'AT BEULAH, ACROSS THE OLD HIGHWAY 14 FROM THE ROYAL CLUB, 106
 PV0022'FEET SOUTH AND ACROSS THE OLD HIGHWAY FROM THE SOUTHEAST CORNER
 PV0022'OF THE BUILDING, 55 FEET SOUTH OF THE CENTERLINE OF THE OLD
 PV0022'HIGHWAY, 26.2 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTH
 PV0022'OF A WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE ROAD, A CONCRETE
 PV0022'POST PROJECTING ABOUT 0.4 OF A FOOT.
 PV0022
 PV0022                          STATION RECOVERY (1991)
 PV0022
 PV0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0022'IN BEULAH, 38.7 M (127.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 PV0022'OF THE SAND CREEK TRADING POST, 38.0 M (124.7 FT) SOUTH OF THE
 PV0022'SOUTHEAST CORNER OF THE POST OFFICE, 30.7 M (100.7 FT) WEST OF THE
 PV0022'NORTHWEST CORNER OF HOUSE NUMBER 5876, 16.6 M (54.5 FT) SOUTH OF THE
 PV0022'CENTERLINE OF A PAVED HIGHWAY (OLD U.S. HIGHWAY 14), 0.3 M (1.0 FT)
 PV0022'EAST OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE
 PV0022'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0186 ***********************************************************************
 PV0186  DESIGNATION -  M 60
 PV0186  PID         -  PV0186
 PV0186  STATE/COUNTY-  WY/CROOK
 PV0186  USGS QUAD   -  BONNIE RESERVOIR (1972)
 PV0186
 PV0186                         *CURRENT SURVEY CONTROL
 PV0186  ___________________________________________________________________
 PV0186* NAD 83(1986)-  44 45 48.     (N)    105 02 33.     (W)     SCALED    
 PV0186* NAVD 88     -      1207.010  (meters)    3960.00   (feet)  ADJUSTED  
 PV0186  ___________________________________________________________________
 PV0186  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 PV0186  DYNAMIC HT  -        1206.595 (meters)    3958.64  (feet)  COMP
 PV0186  MODELED GRAV-     980,231.1   (mgal)                       NAVD 88
 PV0186
 PV0186  VERT ORDER  -  SECOND    CLASS 0
 PV0186
 PV0186.The horizontal coordinates were scaled from a topographic map and have
 PV0186.an estimated accuracy of +/- 6 seconds.
 PV0186
 PV0186.The orthometric height was determined by differential leveling
 PV0186.and adjusted by the National Geodetic Survey in June 1991..
 PV0186
 PV0186.The geoid height was determined by GEOID03.
 PV0186
 PV0186.The dynamic height is computed by dividing the NAVD 88
 PV0186.geopotential number by the normal gravity value computed on the
 PV0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0186.degrees latitude (g = 980.6199 gals.).
 PV0186
 PV0186.The modeled gravity was interpolated from observed gravity values.
 PV0186
 PV0186;                    North         East    Units  Estimated Accuracy
 PV0186;SPC WY E     -   473,570.      209,830.      MT  (+/- 180 meters Scaled)
 PV0186
 PV0186                          SUPERSEDED SURVEY CONTROL
 PV0186
 PV0186  NGVD 29 (??/??/92) 1206.358  (m)         3957.86   (f) ADJ UNCH    2 0
 PV0186
 PV0186.Superseded values are not recommended for survey control.
 PV0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0186.See file dsdata.txt to determine how the superseded data were derived.
 PV0186
 PV0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK966566(NAD 83)
 PV0186_MARKER: DB = BENCH MARK DISK
 PV0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0186_STAMPING: M 60 1934
 PV0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0186+STABILITY: SURFACE MOTION
 PV0186
 PV0186  HISTORY     - Date     Condition        Report By
 PV0186  HISTORY     - 1934     MONUMENTED       CGS
 PV0186  HISTORY     - 1953     GOOD             NGS
 PV0186
 PV0186                          STATION DESCRIPTION
 PV0186
 PV0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0186'AT STRONER.
 PV0186'AT STRONER, CROOK COUNTY, ON THE OPPOSITE SITE OF THE ROAD FROM
 PV0186'THE POST OFFICE, IN THE SOUTHEAST CORNER OF THE FRONT YARD OF
 PV0186'A PRIVATE HOUSE, 129 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 PV0186'THE POST OFFICE, 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PV0186'HOUSE, 80 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 2.0
 PV0186'FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED M 60 1934 AND
 PV0186'SET IN THE TOP OF A CONCRETE POST.
 PV0186
 PV0186                          STATION RECOVERY (1953)
 PV0186
 PV0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PV0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0128 ***********************************************************************
 PV0128  DESIGNATION -  M 61
 PV0128  PID         -  PV0128
 PV0128  STATE/COUNTY-  WY/CROOK
 PV0128  USGS QUAD   -  WONDER VIEW (1984)
 PV0128
 PV0128                         *CURRENT SURVEY CONTROL
 PV0128  ___________________________________________________________________
 PV0128* NAD 83(1986)-  44 29 55.     (N)    104 40 54.     (W)     SCALED    
 PV0128* NAVD 88     -      1297.164  (meters)    4255.78   (feet)  ADJUSTED  
 PV0128  ___________________________________________________________________
 PV0128  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 PV0128  DYNAMIC HT  -        1296.703 (meters)    4254.27  (feet)  COMP
 PV0128  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 PV0128
 PV0128  VERT ORDER  -  SECOND    CLASS 0
 PV0128
 PV0128.The horizontal coordinates were scaled from a topographic map and have
 PV0128.an estimated accuracy of +/- 6 seconds.
 PV0128
 PV0128.The orthometric height was determined by differential leveling
 PV0128.and adjusted by the National Geodetic Survey in June 1991..
 PV0128
 PV0128.The geoid height was determined by GEOID03.
 PV0128
 PV0128.The dynamic height is computed by dividing the NAVD 88
 PV0128.geopotential number by the normal gravity value computed on the
 PV0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0128.degrees latitude (g = 980.6199 gals.).
 PV0128
 PV0128.The modeled gravity was interpolated from observed gravity values.
 PV0128
 PV0128;                    North         East    Units  Estimated Accuracy
 PV0128;SPC WY E     -   444,270.      238,570.      MT  (+/- 180 meters Scaled)
 PV0128
 PV0128                          SUPERSEDED SURVEY CONTROL
 PV0128
 PV0128  NGVD 29 (??/??/92) 1296.566  (m)         4253.82   (f) ADJ UNCH    2 0
 PV0128
 PV0128.Superseded values are not recommended for survey control.
 PV0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0128.See file dsdata.txt to determine how the superseded data were derived.
 PV0128
 PV0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK253273(NAD 83)
 PV0128_MARKER: DB = BENCH MARK DISK
 PV0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0128_STAMPING: M 61 1934
 PV0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0128+STABILITY: SURFACE MOTION
 PV0128
 PV0128  HISTORY     - Date     Condition        Report By
 PV0128  HISTORY     - 1934     MONUMENTED       CGS
 PV0128  HISTORY     - 1957     MARK NOT FOUND   USGS
 PV0128
 PV0128                          STATION DESCRIPTION
 PV0128
 PV0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0128'6.7 MI E FROM CARLILE.
 PV0128'6.7 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PV0128'CARLILE, CROOK COUNTY, AT THE TOP OF A STEEP HILL, ABOUT 0.6
 PV0128'MILE EAST OF THE JUNCTION OF STATE HIGHWAY 514, ABOUT 325 FEET
 PV0128'WEST OF A SHARP DOWNGRADE, 47.5 FEET SOUTH OF THE CENTER LINE
 PV0128'OF THE HIGHWAY, AND 2.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 PV0128'A STANDARD DISK, STAMPED M 61 1934 AND SET IN THE TOP OF A
 PV0128'CONCRETE POST.
 PV0128
 PV0128                          STATION RECOVERY (1957)
 PV0128
 PV0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 PV0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0673 ***********************************************************************
 PV0673  DESIGNATION -  M 61 RESET
 PV0673  PID         -  PV0673
 PV0673  STATE/COUNTY-  WY/CROOK
 PV0673  USGS QUAD   -  WONDER VIEW (1984)
 PV0673
 PV0673                         *CURRENT SURVEY CONTROL
 PV0673  ___________________________________________________________________
 PV0673* NAD 83(1986)-  44 29 55.     (N)    104 40 54.     (W)     SCALED    
 PV0673* NAVD 88     -      1295.71   (meters)    4251.0    (feet)  RESET     
 PV0673  ___________________________________________________________________
 PV0673  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 PV0673
 PV0673  VERT ORDER  -  THIRD
 PV0673
 PV0673.The horizontal coordinates were scaled from a topographic map and have
 PV0673.an estimated accuracy of +/- 6 seconds.
 PV0673
 PV0673.The orthometric height was computed from unverified reset data.
 PV0673
 PV0673.The geoid height was determined by GEOID03.
 PV0673
 PV0673;                    North         East    Units  Estimated Accuracy
 PV0673;SPC WY E     -   444,270.      238,570.      MT  (+/- 180 meters Scaled)
 PV0673
 PV0673                          SUPERSEDED SURVEY CONTROL
 PV0673
 PV0673  NGVD 29 (03/28/06) 1295.11   (m)         4249.0    (f) RESET       3  
 PV0673
 PV0673.Superseded values are not recommended for survey control.
 PV0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0673.See file dsdata.txt to determine how the superseded data were derived.
 PV0673
 PV0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK253273(NAD 83)
 PV0673_MARKER: DV = VERTICAL CONTROL DISK
 PV0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0673_SP_SET: CONCRETE POST
 PV0673_STAMPING: M 61 RESET 1980
 PV0673_MARK LOGO: NGS   
 PV0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0673+STABILITY: SURFACE MOTION
 PV0673
 PV0673  HISTORY     - Date     Condition        Report By
 PV0673  HISTORY     - 1980     MONUMENTED       WYHD
 PV0673
 PV0673                          STATION DESCRIPTION
 PV0673
 PV0673'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1980
 PV0673'6.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE IN
 PV0673'CARLILE, ABOUT 0.5 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY
 PV0673'24, ABOUT 375 FEET SOUTHEAST OF A FIELD APPROACH, 96.5 FEET SOUTH OF
 PV0673'THE CENTERLINE OF THE HIGHWAY AND 3 FEET NORTH OF A RIGHT-OF-WAY
 PV0673'FENCE BRACE PANEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0077 ***********************************************************************
 PV0077  DESIGNATION -  M 62 RESET
 PV0077  PID         -  PV0077
 PV0077  STATE/COUNTY-  WY/WESTON
 PV0077  USGS QUAD   -  FOUR CORNERS (1984)
 PV0077
 PV0077                         *CURRENT SURVEY CONTROL
 PV0077  ___________________________________________________________________
 PV0077* NAD 83(1986)-  44 05 04.     (N)    104 08 04.     (W)     SCALED    
 PV0077* NAVD 88     -      1798.85   (meters)    5901.7    (feet)  RESET     
 PV0077  ___________________________________________________________________
 PV0077  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 PV0077
 PV0077  VERT ORDER  -  THIRD
 PV0077
 PV0077.The horizontal coordinates were scaled from a topographic map and have
 PV0077.an estimated accuracy of +/- 6 seconds.
 PV0077
 PV0077.The orthometric height was computed from unverified reset data.
 PV0077
 PV0077.The geoid height was determined by GEOID03.
 PV0077
 PV0077;                    North         East    Units  Estimated Accuracy
 PV0077;SPC WY E     -   398,650.      282,670.      MT  (+/- 180 meters Scaled)
 PV0077
 PV0077                          SUPERSEDED SURVEY CONTROL
 PV0077
 PV0077  NGVD 29 (03/28/06) 1798.13   (m)         5899.4    (f) RESET       3  
 PV0077
 PV0077.Superseded values are not recommended for survey control.
 PV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0077.See file dsdata.txt to determine how the superseded data were derived.
 PV0077
 PV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ692816(NAD 83)
 PV0077_MARKER: DB = BENCH MARK DISK
 PV0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0077+STABILITY: SURFACE MOTION
 PV0077
 PV0077  HISTORY     - Date     Condition        Report By
 PV0077  HISTORY     - 1973     MONUMENTED       WYHD
 PV0077  HISTORY     - 1974     GOOD             NGS
 PV0077  HISTORY     - 1979     GOOD             USGS
 PV0077
 PV0077                          STATION DESCRIPTION
 PV0077
 PV0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 PV0077'18.2 MI NE FROM NEWCASTLE.
 PV0077'ABOUT 18.2 MILES NORTHEAST ALONG U.S. HIGHWAY U.S.-85 FROM THE
 PV0077'POST OFFICE AT NEWCASTLE, WESTON COUNTY, WYOMING, ABOUT 0.26
 PV0077'MILES NORTH OF THE JUNCTION WITH STATE HIGHWAY 585, 980 FEET
 PV0077'NORTH OF A 42 INCH DRAINAGE PIPE THROUGH HIGHWAY U.S.-85, 73
 PV0077'FEET EASTERLY OF THE CENTERLINE OF THE HIGHWAY U.S.-85 AND ONE
 PV0077'FOOT WEST OF THE EASTERLY RIGHT-OF-WAY FENCE.  SET IN THE TOP
 PV0077'OF A CONCRETE POST.
 PV0077
 PV0077                          STATION RECOVERY (1979)
 PV0077
 PV0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0077'FOUR CORNERS, POST OFFICE, N. 0.53 MI. ON U.S. 85, 0.27 MI. N. OF
 PV0077'JUNCT. OF U.S. 85 AND STATE HIGHWAY 585, IN EAST ROW FENCE 28 FT. N.
 PV0077'OF A Y-FENCE JCT., 213 FT. S. AND 73 FT. E. OF A TURN OFF E. A
 PV0077'STANDARD TABLET SET IN A CONCRETE POST ABOUT 5 FT. LOWER THAN
 PV0077'HIGHWAY, PROJECTING 0.4 FT. AND STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0096 ***********************************************************************
 NQ0096  DESIGNATION -  M 63
 NQ0096  PID         -  NQ0096
 NQ0096  STATE/COUNTY-  WY/GOSHEN
 NQ0096  USGS QUAD   -  COTTIER (1990)
 NQ0096
 NQ0096                         *CURRENT SURVEY CONTROL
 NQ0096  ___________________________________________________________________
 NQ0096* NAD 83(1986)-  42 01 18.     (N)    104 15 57.     (W)     SCALED    
 NQ0096* NAVD 88     -      1266.391  (meters)    4154.82   (feet)  ADJUSTED  
 NQ0096  ___________________________________________________________________
 NQ0096  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 NQ0096  DYNAMIC HT  -        1265.574 (meters)    4152.14  (feet)  COMP
 NQ0096  MODELED GRAV-     979,933.7   (mgal)                       NAVD 88
 NQ0096
 NQ0096  VERT ORDER  -  SECOND    CLASS 0
 NQ0096
 NQ0096.The horizontal coordinates were scaled from a topographic map and have
 NQ0096.an estimated accuracy of +/- 6 seconds.
 NQ0096
 NQ0096.The orthometric height was determined by differential leveling
 NQ0096.and adjusted by the National Geodetic Survey in June 1991..
 NQ0096
 NQ0096.The geoid height was determined by GEOID03.
 NQ0096
 NQ0096.The dynamic height is computed by dividing the NAVD 88
 NQ0096.geopotential number by the normal gravity value computed on the
 NQ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0096.degrees latitude (g = 980.6199 gals.).
 NQ0096
 NQ0096.The modeled gravity was interpolated from observed gravity values.
 NQ0096
 NQ0096;                    North         East    Units  Estimated Accuracy
 NQ0096;SPC WY E     -   169,380.      274,610.      MT  (+/- 180 meters Scaled)
 NQ0096
 NQ0096                          SUPERSEDED SURVEY CONTROL
 NQ0096
 NQ0096  NGVD 29 (??/??/92) 1265.637  (m)         4152.34   (f) ADJ UNCH    2 0
 NQ0096
 NQ0096.Superseded values are not recommended for survey control.
 NQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0096.See file dsdata.txt to determine how the superseded data were derived.
 NQ0096
 NQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG607524(NAD 83)
 NQ0096_MARKER: DB = BENCH MARK DISK
 NQ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0096_STAMPING: M 63 1934
 NQ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0096+STABILITY: SURFACE MOTION
 NQ0096
 NQ0096  HISTORY     - Date     Condition        Report By
 NQ0096  HISTORY     - 1934     MONUMENTED       CGS
 NQ0096  HISTORY     - 1963     GOOD             USGS
 NQ0096
 NQ0096                          STATION DESCRIPTION
 NQ0096
 NQ0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0096'4.9 MI SW FROM SOUTH TORRINGTON.
 NQ0096'ALONG THE UNION PACIFIC RAILWAY BETWEEN LA GRANGE AND TORRINGTON,
 NQ0096'WYOMING, OPPOSITE WEST END OF SIDE TRACK 0.45 MILE WEST OF
 NQ0096'COTTIER STATION, 30.3 FEET SOUTH OF SOUTH RAIL, 91.0 FEET EAST
 NQ0096'OF CENTERLINE ROAD, 68.8 FEET NORTHWEST OF NORTHWEST CORNER
 NQ0096'SCALES BUILDING HOLLY BEET DUMP, 1.1 FEET SOUTH OF R.R. RIGHT OF
 NQ0096'WAY FENCE.  A STANDARD DISK SET IN TOP OF A CONCRETE POST,
 NQ0096'STAMPED M 63 1934.
 NQ0096
 NQ0096                          STATION RECOVERY (1963)
 NQ0096
 NQ0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NQ0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0081 ***********************************************************************
 MP0081  DESIGNATION -  M 66
 MP0081  PID         -  MP0081
 MP0081  STATE/COUNTY-  WY/ALBANY
 MP0081  USGS QUAD   -  LAKE OWEN (1992)
 MP0081
 MP0081                         *CURRENT SURVEY CONTROL
 MP0081  ___________________________________________________________________
 MP0081* NAD 83(1986)-  41 09 07.     (N)    106 06 34.     (W)     SCALED    
 MP0081* NAVD 88     -      2731.637  (meters)    8962.05   (feet)  ADJUSTED  
 MP0081  ___________________________________________________________________
 MP0081  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 MP0081  DYNAMIC HT  -        2729.000 (meters)    8953.39  (feet)  COMP
 MP0081  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 MP0081
 MP0081  VERT ORDER  -  FIRST     CLASS II
 MP0081
 MP0081.The horizontal coordinates were scaled from a topographic map and have
 MP0081.an estimated accuracy of +/- 6 seconds.
 MP0081
 MP0081.The orthometric height was determined by differential leveling
 MP0081.and adjusted by the National Geodetic Survey in June 1991..
 MP0081.WARNING-Repeat measurements at this control monument indicate possible
 MP0081.vertical movement.
 MP0081
 MP0081.The geoid height was determined by GEOID03.
 MP0081
 MP0081.The dynamic height is computed by dividing the NAVD 88
 MP0081.geopotential number by the normal gravity value computed on the
 MP0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0081.degrees latitude (g = 980.6199 gals.).
 MP0081
 MP0081.The modeled gravity was interpolated from observed gravity values.
 MP0081
 MP0081;                    North         East    Units  Estimated Accuracy
 MP0081;SPC WY E     -    72,820.      120,870.      MT  (+/- 180 meters Scaled)
 MP0081
 MP0081                          SUPERSEDED SURVEY CONTROL
 MP0081
 MP0081  NGVD 29 (??/??/92) 2730.388  (m)         8957.95   (f) ADJ UNCH    1 2
 MP0081
 MP0081.Superseded values are not recommended for survey control.
 MP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0081.See file dsdata.txt to determine how the superseded data were derived.
 MP0081
 MP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF069562(NAD 83)
 MP0081_MARKER: DB = BENCH MARK DISK
 MP0081_SETTING: 66 = SET IN ROCK OUTCROP
 MP0081_SP_SET: ROCK LEDGE
 MP0081_STAMPING: M 66 1934
 MP0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0081+STABILITY: POSITION/ELEVATION WELL
 MP0081
 MP0081  HISTORY     - Date     Condition        Report By
 MP0081  HISTORY     - 1934     MONUMENTED       CGS
 MP0081  HISTORY     - 1956     GOOD             NGS
 MP0081
 MP0081                          STATION DESCRIPTION
 MP0081
 MP0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0081'6.7 MI S FROM ALBANY.
 MP0081'6.7 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0081'RAILROAD FROM THE STATION AT ALBANY, 2 1/2 POLES NORTHWEST OF MILEPOST
 MP0081'47, 11.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET ABOVE THE TOP OF
 MP0081'THE RAILS, IN A ROCK CUT, SET IN THE TOP OF A ROCK LEDGE, IN SECTION
 MP0081'25, TOWNSHIP 14 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0130 ***********************************************************************
 NT0130  DESIGNATION -  M 67
 NT0130  PID         -  NT0130
 NT0130  STATE/COUNTY-  WY/LINCOLN
 NT0130  USGS QUAD   -  THAYNE EAST (1980)
 NT0130
 NT0130                         *CURRENT SURVEY CONTROL
 NT0130  ___________________________________________________________________
 NT0130* NAD 83(1986)-  42 54 16.     (N)    110 59 50.     (W)     SCALED    
 NT0130* NAVD 88     -      1802.684  (meters)    5914.31   (feet)  ADJUSTED  
 NT0130  ___________________________________________________________________
 NT0130  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 NT0130  DYNAMIC HT  -        1801.436 (meters)    5910.21  (feet)  COMP
 NT0130  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 NT0130
 NT0130  VERT ORDER  -  SECOND    CLASS 0
 NT0130
 NT0130.The horizontal coordinates were scaled from a topographic map and have
 NT0130.an estimated accuracy of +/- 6 seconds.
 NT0130
 NT0130.The orthometric height was determined by differential leveling
 NT0130.and adjusted by the National Geodetic Survey in June 1991..
 NT0130
 NT0130.The geoid height was determined by GEOID03.
 NT0130
 NT0130.The dynamic height is computed by dividing the NAVD 88
 NT0130.geopotential number by the normal gravity value computed on the
 NT0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0130.degrees latitude (g = 980.6199 gals.).
 NT0130
 NT0130.The modeled gravity was interpolated from observed gravity values.
 NT0130
 NT0130;                    North         East    Units  Estimated Accuracy
 NT0130;SPC WY W     -   367,440.      725,370.      MT  (+/- 180 meters Scaled)
 NT0130
 NT0130                          SUPERSEDED SURVEY CONTROL
 NT0130
 NT0130  NGVD 29 (??/??/92) 1801.437  (m)         5910.21   (f) ADJ UNCH    2 0
 NT0130
 NT0130.Superseded values are not recommended for survey control.
 NT0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0130.See file dsdata.txt to determine how the superseded data were derived.
 NT0130
 NT0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN002502(NAD 83)
 NT0130_MARKER: DB = BENCH MARK DISK
 NT0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0130_STAMPING: M 67 1934
 NT0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0130+STABILITY: SURFACE MOTION
 NT0130
 NT0130  HISTORY     - Date     Condition        Report By
 NT0130  HISTORY     - 1934     MONUMENTED       CGS
 NT0130
 NT0130                          STATION DESCRIPTION
 NT0130
 NT0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0130'7.3 MI S FROM FREEDOM.
 NT0130'7.3 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0130'FREEDOM, LINCOLN COUNTY, 220 FEET SOUTH OF THE J.I. HART FARMHOUSE,
 NT0130'200 FEET SOUTH OF THE WEST END OF AN INVERTED IRRIGATION SIPHON UNDER
 NT0130'THE HIGHWAY, 24 FEET WEST OF A 2.5-FOOT WILLOW TREE, 48 FEET WEST OF
 NT0130'THE CENTER LINE OF THE HIGHWAY, AND 5 FEET NORTH OF THE SOUTHEAST
 NT0130'CORNER OF A FENCE.  A STANDARD DISK, STAMPED M 67 1934 AND SET IN THE
 NT0130'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0116 ***********************************************************************
 PV0116  DESIGNATION -  M 7
 PV0116  PID         -  PV0116
 PV0116  STATE/COUNTY-  WY/CROOK
 PV0116  USGS QUAD   -  SPYGLASS HILL (1982)
 PV0116
 PV0116                         *CURRENT SURVEY CONTROL
 PV0116  ___________________________________________________________________
 PV0116* NAD 83(1986)-  44 13 00.     (N)    104 52 53.     (W)     SCALED    
 PV0116* NAVD 88     -      1334.890  (meters)    4379.55   (feet)  ADJUSTED  
 PV0116  ___________________________________________________________________
 PV0116  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0116  DYNAMIC HT  -        1334.341 (meters)    4377.75  (feet)  COMP
 PV0116  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 PV0116
 PV0116  VERT ORDER  -  FIRST     CLASS II
 PV0116
 PV0116.The horizontal coordinates were scaled from a topographic map and have
 PV0116.an estimated accuracy of +/- 6 seconds.
 PV0116
 PV0116.The orthometric height was determined by differential leveling
 PV0116.and adjusted by the National Geodetic Survey in June 1991..
 PV0116
 PV0116.The geoid height was determined by GEOID03.
 PV0116
 PV0116.The dynamic height is computed by dividing the NAVD 88
 PV0116.geopotential number by the normal gravity value computed on the
 PV0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0116.degrees latitude (g = 980.6199 gals.).
 PV0116
 PV0116.The modeled gravity was interpolated from observed gravity values.
 PV0116
 PV0116;                    North         East    Units  Estimated Accuracy
 PV0116;SPC WY E     -   412,860.      222,800.      MT  (+/- 180 meters Scaled)
 PV0116
 PV0116                          SUPERSEDED SURVEY CONTROL
 PV0116
 PV0116  NGVD 29 (??/??/92) 1334.250  (m)         4377.45   (f) ADJ UNCH    1 2
 PV0116
 PV0116.Superseded values are not recommended for survey control.
 PV0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0116.See file dsdata.txt to determine how the superseded data were derived.
 PV0116
 PV0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ094959(NAD 83)
 PV0116_MARKER: B = BOLT
 PV0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PV0116_SP_SET: CULVERT
 PV0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0116
 PV0116  HISTORY     - Date     Condition        Report By
 PV0116  HISTORY     - 1908     MONUMENTED       CGS
 PV0116  HISTORY     - 1957     GOOD             NGS
 PV0116
 PV0116                          STATION DESCRIPTION
 PV0116
 PV0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0116'4.8 MI SE FROM MOORCROFT.
 PV0116'4.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0116'RAILROAD FROM THE STATION AT MOORCROFT, 11 1/2 RAILS SOUTHEAST
 PV0116'OF THE CENTER OF A ROAD CROSSING, 10 FEET SOUTHWEST OF THE SOUTHWEST
 PV0116'RAIL, ABOUT 4 FEET LOWER THAN THE TRACK, A COPPER BOLT IN THE
 PV0116'CENTER OF THE TOP OF THE SOUTHWEST HEAD WALL OF A PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0291 ***********************************************************************
 MQ0291  DESIGNATION -  M 71
 MQ0291  PID         -  MQ0291
 MQ0291  STATE/COUNTY-  WY/SWEETWATER
 MQ0291  USGS QUAD   -  BLUE POINT (1980)
 MQ0291
 MQ0291                         *CURRENT SURVEY CONTROL
 MQ0291  ___________________________________________________________________
 MQ0291* NAD 83(1986)-  41 44 51.     (N)    109 46 45.     (W)     SCALED    
 MQ0291* NAVD 88     -      1944.436  (meters)    6379.37   (feet)  ADJUSTED  
 MQ0291  ___________________________________________________________________
 MQ0291  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 MQ0291  DYNAMIC HT  -        1942.799 (meters)    6374.00  (feet)  COMP
 MQ0291  MODELED GRAV-     979,712.1   (mgal)                       NAVD 88
 MQ0291
 MQ0291  VERT ORDER  -  SECOND    CLASS 0
 MQ0291
 MQ0291.The horizontal coordinates were scaled from a topographic map and have
 MQ0291.an estimated accuracy of +/- 6 seconds.
 MQ0291
 MQ0291.The orthometric height was determined by differential leveling
 MQ0291.and adjusted by the National Geodetic Survey in June 1991..
 MQ0291
 MQ0291.The geoid height was determined by GEOID03.
 MQ0291
 MQ0291.The dynamic height is computed by dividing the NAVD 88
 MQ0291.geopotential number by the normal gravity value computed on the
 MQ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0291.degrees latitude (g = 980.6199 gals.).
 MQ0291
 MQ0291.The modeled gravity was interpolated from observed gravity values.
 MQ0291
 MQ0291;                    North         East    Units  Estimated Accuracy
 MQ0291;SPC WYWC     -   139,050.      514,400.      MT  (+/- 180 meters Scaled)
 MQ0291
 MQ0291                          SUPERSEDED SURVEY CONTROL
 MQ0291
 MQ0291  NGVD 29 (??/??/92) 1943.159  (m)         6375.18   (f) ADJ UNCH    2 0
 MQ0291
 MQ0291.Superseded values are not recommended for survey control.
 MQ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0291.See file dsdata.txt to determine how the superseded data were derived.
 MQ0291
 MQ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM015224(NAD 83)
 MQ0291_MARKER: DB = BENCH MARK DISK
 MQ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0291_STAMPING: M 71 1934
 MQ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0291+STABILITY: SURFACE MOTION
 MQ0291
 MQ0291  HISTORY     - Date     Condition        Report By
 MQ0291  HISTORY     - 1934     MONUMENTED       CGS
 MQ0291
 MQ0291                          STATION DESCRIPTION
 MQ0291
 MQ0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0291'17.3 MI NE FROM GRANGER.
 MQ0291'ABOUT 17.3 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0291'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT
 MQ0291'0.1 MILE NORTHWEST OF A SMALL RED BUILDING, ABOUT 60 FEET SOUTHWEST OF
 MQ0291'THE CENTER OF THE INTERSECTION WITH THE YELLOWSTONE ROAD, AND IN A
 MQ0291'2-FOOT CIRCLE OF ROCK.  A STANDARD DISK, STAMPED M 71 1934 AND SET IN
 MQ0291'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0084 ***********************************************************************
 MR0084  DESIGNATION -  M 73
 MR0084  PID         -  MR0084
 MR0084  STATE/COUNTY-  WY/UINTA
 MR0084  USGS QUAD   -  TURTLE HILL (1965)
 MR0084
 MR0084                         *CURRENT SURVEY CONTROL
 MR0084  ___________________________________________________________________
 MR0084* NAD 83(1986)-  41 18 29.     (N)    110 12 02.     (W)     SCALED    
 MR0084* NAVD 88     -      2031.059  (meters)    6663.57   (feet)  ADJUSTED  
 MR0084  ___________________________________________________________________
 MR0084  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 MR0084  DYNAMIC HT  -        2029.242 (meters)    6657.60  (feet)  COMP
 MR0084  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 MR0084
 MR0084  VERT ORDER  -  SECOND    CLASS 0
 MR0084
 MR0084.The horizontal coordinates were scaled from a topographic map and have
 MR0084.an estimated accuracy of +/- 6 seconds.
 MR0084
 MR0084.The orthometric height was determined by differential leveling
 MR0084.and adjusted by the National Geodetic Survey in June 1991..
 MR0084
 MR0084.The geoid height was determined by GEOID03.
 MR0084
 MR0084.The dynamic height is computed by dividing the NAVD 88
 MR0084.geopotential number by the normal gravity value computed on the
 MR0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0084.degrees latitude (g = 980.6199 gals.).
 MR0084
 MR0084.The modeled gravity was interpolated from observed gravity values.
 MR0084
 MR0084;                    North         East    Units  Estimated Accuracy
 MR0084;SPC WY W     -   189,740.      790,180.      MT  (+/- 180 meters Scaled)
 MR0084
 MR0084                          SUPERSEDED SURVEY CONTROL
 MR0084
 MR0084  NGVD 29 (??/??/92) 2029.740  (m)         6659.24   (f) ADJ UNCH    2 0
 MR0084
 MR0084.Superseded values are not recommended for survey control.
 MR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0084.See file dsdata.txt to determine how the superseded data were derived.
 MR0084
 MR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL669732(NAD 83)
 MR0084_MARKER: DB = BENCH MARK DISK
 MR0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0084_STAMPING: M 73 1934
 MR0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0084+STABILITY: SURFACE MOTION
 MR0084
 MR0084  HISTORY     - Date     Condition        Report By
 MR0084  HISTORY     - 1934     MONUMENTED       CGS
 MR0084
 MR0084                          STATION DESCRIPTION
 MR0084
 MR0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0084'6.5 MI S FROM LYMAN.
 MR0084'6.5 MILES SOUTH ALONG THE ROAD LEADING TO LONETREE FROM THE HIGH
 MR0084'SCHOOL AT LYMAN, UINTA COUNTY, 0.4 MILE SOUTH OF THE JUNCTION OF A
 MR0084'ROAD LEADING EAST, 135 FEET NORTHWEST OF THE NORTH END OF A CURVE, ON
 MR0084'A SMALL RIDGE, 115 FEET NORTHEAST OF THE EDGE OF A CLIFF, 42 FEET
 MR0084'NORTHEAST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT SOUTHWEST OF A
 MR0084'FENCE.  A STANDARD DISK, STAMPED M 73 1934 AND SET IN THE TOP OF A
 MR0084'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0316 ***********************************************************************
 MP0316  DESIGNATION -  M 74
 MP0316  PID         -  MP0316
 MP0316  STATE/COUNTY-  WY/CARBON
 MP0316  USGS QUAD   -  RED MOUNTAIN (1983)
 MP0316
 MP0316                         *CURRENT SURVEY CONTROL
 MP0316  ___________________________________________________________________
 MP0316* NAD 83(1986)-  41 09 20.     (N)    106 58 53.     (W)     SCALED    
 MP0316* NAVD 88     -      3023.526  (meters)    9919.68   (feet)  ADJUSTED  
 MP0316  ___________________________________________________________________
 MP0316  GEOID HEIGHT-         -11.17  (meters)                     GEOID03
 MP0316  DYNAMIC HT  -        3020.391 (meters)    9909.40  (feet)  COMP
 MP0316  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 MP0316
 MP0316  VERT ORDER  -  SECOND    CLASS 0
 MP0316
 MP0316.The horizontal coordinates were scaled from a topographic map and have
 MP0316.an estimated accuracy of +/- 6 seconds.
 MP0316
 MP0316.The orthometric height was determined by differential leveling
 MP0316.and adjusted by the National Geodetic Survey in June 1991..
 MP0316
 MP0316.The geoid height was determined by GEOID03.
 MP0316
 MP0316.The dynamic height is computed by dividing the NAVD 88
 MP0316.geopotential number by the normal gravity value computed on the
 MP0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0316.degrees latitude (g = 980.6199 gals.).
 MP0316
 MP0316.The modeled gravity was interpolated from observed gravity values.
 MP0316
 MP0316;                    North         East    Units  Estimated Accuracy
 MP0316;SPC WYEC     -   172,860.      429,540.      MT  (+/- 180 meters Scaled)
 MP0316
 MP0316                          SUPERSEDED SURVEY CONTROL
 MP0316
 MP0316  NGVD 29 (??/??/92) 3022.064  (m)         9914.89   (f) ADJ UNCH    2 0
 MP0316
 MP0316.Superseded values are not recommended for survey control.
 MP0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0316.See file dsdata.txt to determine how the superseded data were derived.
 MP0316
 MP0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF337579(NAD 83)
 MP0316_MARKER: DB = BENCH MARK DISK
 MP0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0316_STAMPING: M 74 1934
 MP0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0316+STABILITY: SURFACE MOTION
 MP0316
 MP0316  HISTORY     - Date     Condition        Report By
 MP0316  HISTORY     - 1934     MONUMENTED       CGS
 MP0316
 MP0316                          STATION DESCRIPTION
 MP0316
 MP0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0316'12.8 MI W FROM ENCAMPMENT.
 MP0316'12.8 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, AT THE
 MP0316'CONTINENTAL DIVIDE, 145 FEET SOUTH OF AN ABANDONED MINE SHAFT, 22 FEET
 MP0316'NORTHWEST OF A 6-FOOT CAIRN, AND 36 FEET NORTH OF THE CENTERLINE OF
 MP0316'THE ROAD.  A STANDARD DISK, STAMPED M 74 1934 AND SET IN THE TOP OF A
 MP0316'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0127 ***********************************************************************
 MP0127  DESIGNATION -  M 75
 MP0127  PID         -  MP0127
 MP0127  STATE/COUNTY-  WY/CARBON
 MP0127  USGS QUAD   -  COW CREEK (1961)
 MP0127
 MP0127                         *CURRENT SURVEY CONTROL
 MP0127  ___________________________________________________________________
 MP0127* NAD 83(1986)-  41 17 00.     (N)    106 43 33.     (W)     SCALED    
 MP0127* NAVD 88     -      2135.323  (meters)    7005.64   (feet)  ADJUSTED  
 MP0127  ___________________________________________________________________
 MP0127  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 MP0127  DYNAMIC HT  -        2133.400 (meters)    6999.33  (feet)  COMP
 MP0127  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 MP0127
 MP0127  VERT ORDER  -  SECOND    CLASS 0
 MP0127
 MP0127.The horizontal coordinates were scaled from a topographic map and have
 MP0127.an estimated accuracy of +/- 6 seconds.
 MP0127
 MP0127.The orthometric height was determined by differential leveling
 MP0127.and adjusted by the National Geodetic Survey in June 1991..
 MP0127
 MP0127.The geoid height was determined by GEOID03.
 MP0127
 MP0127.The dynamic height is computed by dividing the NAVD 88
 MP0127.geopotential number by the normal gravity value computed on the
 MP0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0127.degrees latitude (g = 980.6199 gals.).
 MP0127
 MP0127.The modeled gravity was interpolated from observed gravity values.
 MP0127
 MP0127;                    North         East    Units  Estimated Accuracy
 MP0127;SPC WYEC     -   187,160.      450,890.      MT  (+/- 180 meters Scaled)
 MP0127
 MP0127                          SUPERSEDED SURVEY CONTROL
 MP0127
 MP0127  NGVD 29 (??/??/92) 2134.128  (m)         7001.72   (f) ADJ UNCH    2 0
 MP0127
 MP0127.Superseded values are not recommended for survey control.
 MP0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0127.See file dsdata.txt to determine how the superseded data were derived.
 MP0127
 MP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF554716(NAD 83)
 MP0127_MARKER: DB = BENCH MARK DISK
 MP0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0127_SP_SET: BRIDGE
 MP0127_STAMPING: M 75 1934
 MP0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0127
 MP0127  HISTORY     - Date     Condition        Report By
 MP0127  HISTORY     - 1934     MONUMENTED       CGS
 MP0127
 MP0127                          STATION DESCRIPTION
 MP0127
 MP0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0127'7.3 MI N FROM ENCAMPMENT.
 MP0127'7.3 MILES NORTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD FROM
 MP0127'THE STATION AT ENCAMPMENT, AT THE SOUTH ONE OF TWO STEEL BRIDGES
 MP0127'CROSSING ENCAMPMENT RIVER AT POINTS 0.1 MILE APART, 22 FEET SOUTH OF
 MP0127'THE SOUTH END OF THE BRIDGE, IN THE TOP OF THE WEST CONCRETE WINGWALL,
 MP0127'10 FEET WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER
 MP0127'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED M 75 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0202 ***********************************************************************
 MP0202  DESIGNATION -  M 76
 MP0202  PID         -  MP0202
 MP0202  STATE/COUNTY-  WY/CARBON
 MP0202  USGS QUAD   -  FORT STEELE (1971)
 MP0202
 MP0202                         *CURRENT SURVEY CONTROL
 MP0202  ___________________________________________________________________
 MP0202* NAD 83(1986)-  41 46 14.     (N)    106 54 43.     (W)     SCALED    
 MP0202* NAVD 88     -      1992.827  (meters)    6538.13   (feet)  ADJUSTED  
 MP0202  ___________________________________________________________________
 MP0202  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 MP0202  DYNAMIC HT  -        1991.136 (meters)    6532.59  (feet)  COMP
 MP0202  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 MP0202
 MP0202  VERT ORDER  -  FIRST     CLASS II
 MP0202
 MP0202.The horizontal coordinates were scaled from a topographic map and have
 MP0202.an estimated accuracy of +/- 6 seconds.
 MP0202
 MP0202.The orthometric height was determined by differential leveling
 MP0202.and adjusted by the National Geodetic Survey in June 1991..
 MP0202
 MP0202.The geoid height was determined by GEOID03.
 MP0202
 MP0202.The dynamic height is computed by dividing the NAVD 88
 MP0202.geopotential number by the normal gravity value computed on the
 MP0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0202.degrees latitude (g = 980.6199 gals.).
 MP0202
 MP0202.The modeled gravity was interpolated from observed gravity values.
 MP0202
 MP0202;                    North         East    Units  Estimated Accuracy
 MP0202;SPC WYEC     -   241,180.      435,040.      MT  (+/- 180 meters Scaled)
 MP0202
 MP0202                          SUPERSEDED SURVEY CONTROL
 MP0202
 MP0202  NGVD 29 (06/08/92) 1991.667  (m)         6534.33   (f) ADJUSTED    1 2
 MP0202
 MP0202.Superseded values are not recommended for survey control.
 MP0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0202.See file dsdata.txt to determine how the superseded data were derived.
 MP0202
 MP0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG410260(NAD 83)
 MP0202_MARKER: DB = BENCH MARK DISK
 MP0202_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0202_STAMPING: M 76 1934
 MP0202_MARK LOGO: CGS   
 MP0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0202+STABILITY: SURFACE MOTION
 MP0202
 MP0202  HISTORY     - Date     Condition        Report By
 MP0202  HISTORY     - 1934     MONUMENTED       CGS
 MP0202  HISTORY     - 1947     GOOD             NGS
 MP0202  HISTORY     - 1983     GOOD             NGS
 MP0202
 MP0202                          STATION DESCRIPTION
 MP0202
 MP0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0202'2.1 MI E FROM FORT STEELE.
 MP0202'2.1 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE ELEMENTARY
 MP0202'SCHOOL AT FORT STEELE, 7.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 MP0202'NORTHEAST TRACK AND 1.5 FEET LOWER, SET IN A DRILL HOLE IN THE TOP OF
 MP0202'THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF RAILWAY BRIDGE
 MP0202'665.59.
 MP0202
 MP0202                          STATION RECOVERY (1983)
 MP0202
 MP0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0202'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.0 KM
 MP0202'(3.75 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MP0202'IN WALCOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0109 ***********************************************************************
 OX0109  DESIGNATION -  M 77
 OX0109  PID         -  OX0109
 OX0109  STATE/COUNTY-  WY/LINCOLN
 OX0109  USGS QUAD   -  FERRY PEAK (1996)
 OX0109
 OX0109                         *CURRENT SURVEY CONTROL
 OX0109  ___________________________________________________________________
 OX0109* NAD 83(1986)-  43 10 55.     (N)    110 57 47.     (W)     SCALED    
 OX0109* NAVD 88     -      1757.276  (meters)    5765.33   (feet)  ADJUSTED  
 OX0109  ___________________________________________________________________
 OX0109  GEOID HEIGHT-         -10.33  (meters)                     GEOID03
 OX0109  DYNAMIC HT  -        1756.117 (meters)    5761.53  (feet)  COMP
 OX0109  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 OX0109
 OX0109  VERT ORDER  -  SECOND    CLASS 0
 OX0109
 OX0109.The horizontal coordinates were scaled from a topographic map and have
 OX0109.an estimated accuracy of +/- 6 seconds.
 OX0109
 OX0109.The orthometric height was determined by differential leveling
 OX0109.and adjusted by the National Geodetic Survey in June 1991..
 OX0109
 OX0109.The geoid height was determined by GEOID03.
 OX0109
 OX0109.The dynamic height is computed by dividing the NAVD 88
 OX0109.geopotential number by the normal gravity value computed on the
 OX0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0109.degrees latitude (g = 980.6199 gals.).
 OX0109
 OX0109.The modeled gravity was interpolated from observed gravity values.
 OX0109
 OX0109;                    North         East    Units  Estimated Accuracy
 OX0109;SPC WY W     -   398,240.      728,480.      MT  (+/- 180 meters Scaled)
 OX0109
 OX0109                          SUPERSEDED SURVEY CONTROL
 OX0109
 OX0109  NGVD 29 (??/??/92) 1756.04   (m)         5761.3    (f) COMPUTED    2 0
 OX0109
 OX0109.Superseded values are not recommended for survey control.
 OX0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0109.See file dsdata.txt to determine how the superseded data were derived.
 OX0109
 OX0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN030810(NAD 83)
 OX0109_MARKER: DB = BENCH MARK DISK
 OX0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0109_STAMPING: M 77 1948
 OX0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0109+STABILITY: SURFACE MOTION
 OX0109
 OX0109  HISTORY     - Date     Condition        Report By
 OX0109  HISTORY     - 1948     MONUMENTED       CGS
 OX0109  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0109
 OX0109                          STATION DESCRIPTION
 OX0109
 OX0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0109'4.1 MI NE FROM ALPINE.
 OX0109'ABOUT 4.1 MILES NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST
 OX0109'OFFICE AT ALPINE, ON THE OUTSIDE OF A CURVE, ON A ROCKY SLOPE, 44.0
 OX0109'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET NORTH OF A
 OX0109'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OX0109'ABOVE THE GROUND.
 OX0109
 OX0109                          STATION RECOVERY (1963)
 OX0109
 OX0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0652 ***********************************************************************
 MO0652  DESIGNATION -  M 78
 MO0652  PID         -  MO0652
 MO0652  STATE/COUNTY-  WY/ALBANY
 MO0652  USGS QUAD   -  BEST RANCH (1978)
 MO0652
 MO0652                         *CURRENT SURVEY CONTROL
 MO0652  ___________________________________________________________________
 MO0652* NAD 83(1986)-  41 05 20.     (N)    105 33 24.     (W)     SCALED    
 MO0652* NAVD 88     -      2317.817  (meters)    7604.37   (feet)  ADJUSTED  
 MO0652  ___________________________________________________________________
 MO0652  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 MO0652  DYNAMIC HT  -        2315.710 (meters)    7597.46  (feet)  COMP
 MO0652  MODELED GRAV-     979,630.2   (mgal)                       NAVD 88
 MO0652
 MO0652  VERT ORDER  -  SECOND    CLASS 0
 MO0652
 MO0652.The horizontal coordinates were scaled from a topographic map and have
 MO0652.an estimated accuracy of +/- 6 seconds.
 MO0652
 MO0652.The orthometric height was determined by differential leveling
 MO0652.and adjusted by the National Geodetic Survey in June 1991..
 MO0652
 MO0652.The geoid height was determined by GEOID03.
 MO0652
 MO0652.The dynamic height is computed by dividing the NAVD 88
 MO0652.geopotential number by the normal gravity value computed on the
 MO0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0652.degrees latitude (g = 980.6199 gals.).
 MO0652
 MO0652.The modeled gravity was interpolated from observed gravity values.
 MO0652
 MO0652;                    North         East    Units  Estimated Accuracy
 MO0652;SPC WY E     -    65,470.      167,230.      MT  (+/- 180 meters Scaled)
 MO0652
 MO0652                          SUPERSEDED SURVEY CONTROL
 MO0652
 MO0652  NGVD 29 (??/??/92) 2316.685  (m)         7600.66   (f) ADJ UNCH    2 0
 MO0652
 MO0652.Superseded values are not recommended for survey control.
 MO0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0652.See file dsdata.txt to determine how the superseded data were derived.
 MO0652
 MO0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF532487(NAD 83)
 MO0652_MARKER: DB = BENCH MARK DISK
 MO0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0652_STAMPING: M 78 1951
 MO0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0652+STABILITY: SURFACE MOTION
 MO0652
 MO0652  HISTORY     - Date     Condition        Report By
 MO0652  HISTORY     - 1951     MONUMENTED       CGS
 MO0652
 MO0652                          STATION DESCRIPTION
 MO0652
 MO0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0652'3.1 MI NW FROM TIE SIDING.
 MO0652'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0652'TIE SIDING, THENCE 2.1 MILES WEST ALONG A WINDING GRAVELED ROAD,
 MO0652'0.15 MILE WEST OF A 16 INCH PIPE CULVERT UNDER THE ROAD, 30 FEET
 MO0652'NORTH OF THE CENTER LINE OF THE ROAD, 4 FEET EAST OF FENCE LEADING
 MO0652'NORTH, 1.3 FEET SOUTH OF AN EAST AND WEST FENCE, 2 FEET WEST OF
 MO0652'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0652'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0684 ***********************************************************************
 MO0684  DESIGNATION -  M 79
 MO0684  PID         -  MO0684
 MO0684  STATE/COUNTY-  WY/ALBANY
 MO0684  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0684
 MO0684                         *CURRENT SURVEY CONTROL
 MO0684  ___________________________________________________________________
 MO0684* NAD 83(1986)-  41 01 13.     (N)    105 59 58.     (W)     SCALED    
 MO0684* NAVD 88     -      2443.423  (meters)    8016.46   (feet)  ADJUSTED  
 MO0684  ___________________________________________________________________
 MO0684  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 MO0684  DYNAMIC HT  -        2441.095 (meters)    8008.83  (feet)  COMP
 MO0684  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 MO0684
 MO0684  VERT ORDER  -  SECOND    CLASS 0
 MO0684
 MO0684.The horizontal coordinates were scaled from a topographic map and have
 MO0684.an estimated accuracy of +/- 6 seconds.
 MO0684
 MO0684.The orthometric height was determined by differential leveling
 MO0684.and adjusted by the National Geodetic Survey in June 1991..
 MO0684
 MO0684.The geoid height was determined by GEOID03.
 MO0684
 MO0684.The dynamic height is computed by dividing the NAVD 88
 MO0684.geopotential number by the normal gravity value computed on the
 MO0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0684.degrees latitude (g = 980.6199 gals.).
 MO0684
 MO0684.The modeled gravity was interpolated from observed gravity values.
 MO0684
 MO0684;                    North         East    Units  Estimated Accuracy
 MO0684;SPC WY E     -    58,110.      129,960.      MT  (+/- 180 meters Scaled)
 MO0684
 MO0684                          SUPERSEDED SURVEY CONTROL
 MO0684
 MO0684  NGVD 29 (??/??/92) 2442.210  (m)         8012.48   (f) ADJ UNCH    2 0
 MO0684
 MO0684.Superseded values are not recommended for survey control.
 MO0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0684.See file dsdata.txt to determine how the superseded data were derived.
 MO0684
 MO0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF159414(NAD 83)
 MO0684_MARKER: DB = BENCH MARK DISK
 MO0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0684_STAMPING: M 79 1951
 MO0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0684+STABILITY: SURFACE MOTION
 MO0684
 MO0684  HISTORY     - Date     Condition        Report By
 MO0684  HISTORY     - 1951     MONUMENTED       CGS
 MO0684
 MO0684                          STATION DESCRIPTION
 MO0684
 MO0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0684'7.2 MI S FROM WOODS LANDING.
 MO0684'7.2 MI S ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 MO0684'BRIDGE AT WOODS LANDING, 109 FT E OF THE CENTER LINE OF THE
 MO0684'ROAD, 2 FT S OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0684'POST WHICH PROJECTS 0.5 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0302 ***********************************************************************
 PV0302  DESIGNATION -  M 8
 PV0302  PID         -  PV0302
 PV0302  STATE/COUNTY-  WY/CAMPBELL
 PV0302  USGS QUAD   -  ECHETA (1972)
 PV0302
 PV0302                         *CURRENT SURVEY CONTROL
 PV0302  ___________________________________________________________________
 PV0302* NAD 83(1986)-  44 27 37.     (N)    105 52 45.     (W)     SCALED    
 PV0302* NAVD 88     -      1244.691  (meters)    4083.62   (feet)  POSTED    
 PV0302  ___________________________________________________________________
 PV0302  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 PV0302  DYNAMIC HT  -        1244.190 (meters)    4081.98  (feet)  COMP
 PV0302  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 PV0302
 PV0302  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0302
 PV0302.The horizontal coordinates were scaled from a topographic map and have
 PV0302.an estimated accuracy of +/- 6 seconds.
 PV0302
 PV0302.The orthometric height was determined by differential leveling
 PV0302.and adjusted by the National Geodetic Survey in 1992..
 PV0302.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0302.rate of 0.0 thru 1.0 mm/km.
 PV0302
 PV0302.The geoid height was determined by GEOID03.
 PV0302
 PV0302.The dynamic height is computed by dividing the NAVD 88
 PV0302.geopotential number by the normal gravity value computed on the
 PV0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0302.degrees latitude (g = 980.6199 gals.).
 PV0302
 PV0302.The modeled gravity was interpolated from observed gravity values.
 PV0302
 PV0302;                    North         East    Units  Estimated Accuracy
 PV0302;SPC WY E     -   440,140.      143,300.      MT  (+/- 180 meters Scaled)
 PV0302
 PV0302                          SUPERSEDED SURVEY CONTROL
 PV0302
 PV0302.No superseded survey control is available for this station.
 PV0302
 PV0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK300233(NAD 83)
 PV0302_MARKER: B = BOLT
 PV0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0302_SP_SET: PIER
 PV0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0302
 PV0302  HISTORY     - Date     Condition        Report By
 PV0302  HISTORY     - 1908     MONUMENTED       CGS
 PV0302  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0302
 PV0302                          STATION DESCRIPTION
 PV0302
 PV0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0302'AT ECHETA.
 PV0302'AT ECHETA, CAMPBELL COUNTY, 25.2 METERS NE OF THE CENTER LINE
 PV0302'OF THE MAIN TRACK OF THE CHICAGO, BURLINGTON AND QUINCY
 PV0302'RR, ON THE MIDDLE OF THE SECOND CONCRETE WATER TANK PIER,
 PV0302'COUNTING FROM THE NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0072 ***********************************************************************
 MO0072  DESIGNATION -  M 80
 MO0072  PID         -  MO0072
 MO0072  STATE/COUNTY-  WY/LARAMIE
 MO0072  USGS QUAD   -  PINE BLUFFS SE (1991)
 MO0072
 MO0072                         *CURRENT SURVEY CONTROL
 MO0072  ___________________________________________________________________
 MO0072* NAD 83(1986)-  41 04 16.     (N)    104 03 52.     (W)     SCALED    
 MO0072* NAVD 88     -      1635.672  (meters)    5366.37   (feet)  ADJUSTED  
 MO0072  ___________________________________________________________________
 MO0072  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 MO0072  DYNAMIC HT  -        1634.370 (meters)    5362.10  (feet)  COMP
 MO0072  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 MO0072
 MO0072  VERT ORDER  -  SECOND    CLASS 0
 MO0072
 MO0072.The horizontal coordinates were scaled from a topographic map and have
 MO0072.an estimated accuracy of +/- 6 seconds.
 MO0072
 MO0072.The orthometric height was determined by differential leveling
 MO0072.and adjusted by the National Geodetic Survey in June 1991..
 MO0072
 MO0072.The geoid height was determined by GEOID03.
 MO0072
 MO0072.The dynamic height is computed by dividing the NAVD 88
 MO0072.geopotential number by the normal gravity value computed on the
 MO0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0072.degrees latitude (g = 980.6199 gals.).
 MO0072
 MO0072.The modeled gravity was interpolated from observed gravity values.
 MO0072
 MO0072;                    North         East    Units  Estimated Accuracy
 MO0072;SPC WY E     -    64,000.      292,630.      MT  (+/- 180 meters Scaled)
 MO0072
 MO0072                          SUPERSEDED SURVEY CONTROL
 MO0072
 MO0072  NGVD 29 (??/??/92) 1634.855  (m)         5363.69   (f) ADJ UNCH    2 0
 MO0072
 MO0072.Superseded values are not recommended for survey control.
 MO0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0072.See file dsdata.txt to determine how the superseded data were derived.
 MO0072
 MO0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF785470(NAD 83)
 MO0072_MARKER: DB = BENCH MARK DISK
 MO0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0072_STAMPING: M 80 1952
 MO0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0072+STABILITY: SURFACE MOTION
 MO0072
 MO0072  HISTORY     - Date     Condition        Report By
 MO0072  HISTORY     - 1952     MONUMENTED       CGS
 MO0072  HISTORY     - 1963     GOOD             NGS
 MO0072
 MO0072                          STATION DESCRIPTION
 MO0072
 MO0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0072'8.2 MI S FROM PINE BLUFFS.
 MO0072'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 MO0072'RAILROAD STATION AT PINE BLUFFS, THENCE 7.8 MILES SOUTH ALONG
 MO0072'A GRAVELED ROAD, 90 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MO0072'SOUTH GRAVELED ROAD, 20 FEET NORTH OF THE CENTER LINE OF AN
 MO0072'EAST AND WEST TRACK ROAD, 3.5 FEET SOUTH OF A FENCE, 3 FEET WEST
 MO0072'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0072'PROJECTS 0.3 FOOT ABOVE THE GROUND.  47.5 FEET WEST OF A FENCE
 MO0072'CORNER.
 MO0072
 MO0072                          STATION RECOVERY (1963)
 MO0072
 MO0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MO0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0113 ***********************************************************************
 MO0113  DESIGNATION -  M 81
 MO0113  PID         -  MO0113
 MO0113  STATE/COUNTY-  WY/LARAMIE
 MO0113  USGS QUAD   -  BURNS (1991)
 MO0113
 MO0113                         *CURRENT SURVEY CONTROL
 MO0113  ___________________________________________________________________
 MO0113* NAD 83(1986)-  41 09 16.     (N)    104 20 58.     (W)     SCALED    
 MO0113* NAVD 88     -      1653.457  (meters)    5424.72   (feet)  ADJUSTED  
 MO0113  ___________________________________________________________________
 MO0113  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 MO0113  DYNAMIC HT  -        1652.098 (meters)    5420.26  (feet)  COMP
 MO0113  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 MO0113
 MO0113  VERT ORDER  -  SECOND    CLASS 0
 MO0113
 MO0113.The horizontal coordinates were scaled from a topographic map and have
 MO0113.an estimated accuracy of +/- 6 seconds.
 MO0113
 MO0113.The orthometric height was determined by differential leveling
 MO0113.and adjusted by the National Geodetic Survey in June 1991..
 MO0113
 MO0113.The geoid height was determined by GEOID03.
 MO0113
 MO0113.The dynamic height is computed by dividing the NAVD 88
 MO0113.geopotential number by the normal gravity value computed on the
 MO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0113.degrees latitude (g = 980.6199 gals.).
 MO0113
 MO0113.The modeled gravity was interpolated from observed gravity values.
 MO0113
 MO0113;                    North         East    Units  Estimated Accuracy
 MO0113;SPC WY E     -    72,990.      268,590.      MT  (+/- 180 meters Scaled)
 MO0113
 MO0113                          SUPERSEDED SURVEY CONTROL
 MO0113
 MO0113  NGVD 29 (??/??/92) 1652.552  (m)         5421.75   (f) ADJ UNCH    2 0
 MO0113
 MO0113.Superseded values are not recommended for survey control.
 MO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0113.See file dsdata.txt to determine how the superseded data were derived.
 MO0113
 MO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF545561(NAD 83)
 MO0113_MARKER: DB = BENCH MARK DISK
 MO0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0113_SP_SET: BRIDGE
 MO0113_STAMPING: M 81 1952
 MO0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0113
 MO0113  HISTORY     - Date     Condition        Report By
 MO0113  HISTORY     - 1952     MONUMENTED       CGS
 MO0113
 MO0113                          STATION DESCRIPTION
 MO0113
 MO0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0113'3.2 MI S FROM BURNS.
 MO0113'2.4 MILES SOUTH ALONG STATE SECONDARY ROAD 157 FROM THE POST
 MO0113'OFFICE AT BURNS, THENCE 0.5 MILE EAST ALONG U.S. HIGHWAY 30,
 MO0113'THENCE 0.25 MILE SOUTH ALONG STATE SECONDARY ROAD 179, 18 FEET
 MO0113'WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 MO0113'CENTER OF THE WEST HEADWALL OF A 22 FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0175 ***********************************************************************
 PX0175  DESIGNATION -  M 84
 PX0175  PID         -  PX0175
 PX0175  STATE/COUNTY-  WY/PARK
 PX0175  USGS QUAD   -  CHAPMAN BENCH (1987)
 PX0175
 PX0175                         *CURRENT SURVEY CONTROL
 PX0175  ___________________________________________________________________
 PX0175* NAD 83(1993)-  44 45 47.43298(N)    109 11 54.07707(W)     ADJUSTED  
 PX0175* NAVD 88     -      1479.220  (meters)    4853.07   (feet)  ADJUSTED  
 PX0175  ___________________________________________________________________
 PX0175  LAPLACE CORR-         -20.69  (seconds)                    DEFLEC99
 PX0175  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 PX0175  DYNAMIC HT  -        1478.510 (meters)    4850.74  (feet)  COMP
 PX0175  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 PX0175
 PX0175  HORZ ORDER  -  THIRD
 PX0175  VERT ORDER  -  SECOND    CLASS 0
 PX0175
 PX0175.The horizontal coordinates were established by classical geodetic methods
 PX0175.and adjusted by the National Geodetic Survey in January 1997..
 PX0175
 PX0175.The orthometric height was determined by differential leveling
 PX0175.and adjusted by the National Geodetic Survey in June 1991..
 PX0175
 PX0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0175
 PX0175.The geoid height was determined by GEOID03.
 PX0175
 PX0175.The dynamic height is computed by dividing the NAVD 88
 PX0175.geopotential number by the normal gravity value computed on the
 PX0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0175.degrees latitude (g = 980.6199 gals.).
 PX0175
 PX0175.The modeled gravity was interpolated from observed gravity values.
 PX0175
 PX0175;                    North         East     Units Scale Factor Converg.
 PX0175;SPC WYWC     -   473,645.680   564,505.538   MT  0.99995299   -0 18 56.6
 PX0175;UTM  12      - 4,958,221.608   642,581.168   MT  0.99984999   +1 16 08.0
 PX0175
 PX0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0175!SPC WYWC     -   0.99976992  x   0.99995299  =   0.99972292
 PX0175!UTM  12      -   0.99976992  x   0.99984999  =   0.99961995
 PX0175
 PX0175:                Primary Azimuth Mark                     Grid Az
 PX0175:SPC WYWC     -  CHAPMAN                                  034 03 29.6
 PX0175:UTM  12      -  CHAPMAN                                  032 28 25.0
 PX0175
 PX0175|---------------------------------------------------------------------|
 PX0175| PID    Reference Object                     Distance      Geod. Az  |
 PX0175|                                                           dddmmss.s |
 PX0175| PX0480 CHAPMAN                             APPROX. 8.8 KM 0334433.0 |
 PX0175|---------------------------------------------------------------------|
 PX0175
 PX0175                          SUPERSEDED SURVEY CONTROL
 PX0175
 PX0175  NAD 83(1986)-  44 45 47.42198(N)    109 11 54.04825(W) AD(       ) 3
 PX0175  NGVD 29 (??/??/92) 1478.123  (m)         4849.48   (f) ADJ UNCH    2 0
 PX0175
 PX0175.Superseded values are not recommended for survey control.
 PX0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0175.See file dsdata.txt to determine how the superseded data were derived.
 PX0175
 PX0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4258158222(NAD 83)
 PX0175_MARKER: DB = BENCH MARK DISK
 PX0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0175_STAMPING: M 84 1934
 PX0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0175+STABILITY: SURFACE MOTION
 PX0175
 PX0175  HISTORY     - Date     Condition        Report By
 PX0175  HISTORY     - 1934     MONUMENTED       CGS
 PX0175  HISTORY     - 1947     GOOD             USGS
 PX0175
 PX0175                          STATION DESCRIPTION
 PX0175
 PX0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0175'20.5 MI NW FROM CODY.
 PX0175'20.5 MILES NORTHWEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE
 PX0175'POST OFFICE AT CODY, PARK COUNTY, 39 FEET WEST OF THE CENTER LINE OF
 PX0175'THE ROAD, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED M
 PX0175'84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PX0175
 PX0175                          STATION RECOVERY (1947)
 PX0175
 PX0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 PX0175'LOCATED ABOUT 20.5 MI. NW. OF CODY, WYOMING ALONG THE MAIN RD. LEADING
 PX0175'TO CLARK WYOMING, ABOUT 39 FT. W. OF THE RD., STANDARD DISK SET IN
 PX0175'THE TOP OF A CONCRETE POST AND STAMPED---M-84 1934---.
 PX0175'
 PX0175'TO REACH STATION FROM CODY, WYOMING FOLLOW THE MAIN RD. LEADING TO
 PX0175'CLARK, WYOMING FOLLOW THE MAIN RD. LEADING TO CLARK, WYOMING FOR
 PX0175'20.5 MI. STATION IS ON THE W. SIDE OF THE RD.
 PX0175'
 PX0175'STATION MARK - STANDARD NGS BM TABLET STAMPED---M-84 1934--- CEMENTED
 PX0175'IN THE TOP OF A CONCRETE POST.
 PX0175'
 PX0175'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0119 ***********************************************************************
 PX0119  DESIGNATION -  M 85
 PX0119  PID         -  PX0119
 PX0119  STATE/COUNTY-  WY/PARK
 PX0119  USGS QUAD   -  Y U BENCH NE (1951)
 PX0119
 PX0119                         *CURRENT SURVEY CONTROL
 PX0119  ___________________________________________________________________
 PX0119* NAD 83(1986)-  44 27 38.     (N)    108 35 21.     (W)     SCALED    
 PX0119* NAVD 88     -      1454.199  (meters)    4770.98   (feet)  ADJUSTED  
 PX0119  ___________________________________________________________________
 PX0119  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 PX0119  DYNAMIC HT  -        1453.478 (meters)    4768.62  (feet)  COMP
 PX0119  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 PX0119
 PX0119  VERT ORDER  -  SECOND    CLASS 0
 PX0119
 PX0119.The horizontal coordinates were scaled from a topographic map and have
 PX0119.an estimated accuracy of +/- 6 seconds.
 PX0119
 PX0119.The orthometric height was determined by differential leveling
 PX0119.and adjusted by the National Geodetic Survey in June 1991..
 PX0119
 PX0119.The geoid height was determined by GEOID03.
 PX0119
 PX0119.The dynamic height is computed by dividing the NAVD 88
 PX0119.geopotential number by the normal gravity value computed on the
 PX0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0119.degrees latitude (g = 980.6199 gals.).
 PX0119
 PX0119.The modeled gravity was interpolated from observed gravity values.
 PX0119
 PX0119;                    North         East    Units  Estimated Accuracy
 PX0119;SPC WYWC     -   439,930.      612,800.      MT  (+/- 180 meters Scaled)
 PX0119
 PX0119                          SUPERSEDED SURVEY CONTROL
 PX0119
 PX0119  NGVD 29 (??/??/92) 1453.187  (m)         4767.66   (f) ADJ UNCH    2 0
 PX0119
 PX0119.Superseded values are not recommended for survey control.
 PX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0119.See file dsdata.txt to determine how the superseded data were derived.
 PX0119
 PX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ917258(NAD 83)
 PX0119_MARKER: DB = BENCH MARK DISK
 PX0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0119_STAMPING: M 85 1934
 PX0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0119+STABILITY: SURFACE MOTION
 PX0119
 PX0119  HISTORY     - Date     Condition        Report By
 PX0119  HISTORY     - 1934     MONUMENTED       CGS
 PX0119
 PX0119                          STATION DESCRIPTION
 PX0119
 PX0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0119'24.9 MI E FROM CODY.
 PX0119'ABOUT 24.9 MILES EAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 PX0119'CODY, PARK COUNTY, ABOUT 21.5 MILES EAST OF THE JUNCTION OF STATE
 PX0119'HIGHWAY 420, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH HEAD WALL,
 PX0119'18.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2.2 FEET
 PX0119'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 85 1934 AND SET IN
 PX0119'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0050 ***********************************************************************
 PW0050  DESIGNATION -  M 86
 PW0050  PID         -  PW0050
 PW0050  STATE/COUNTY-  WY/CAMPBELL
 PW0050  USGS QUAD   -  CABIN CREEK NE (1971)
 PW0050
 PW0050                         *CURRENT SURVEY CONTROL
 PW0050  ___________________________________________________________________
 PW0050* NAD 83(1986)-  44 54 01.     (N)    106 01 41.     (W)     SCALED    
 PW0050* NAVD 88     -      1070.508  (meters)    3512.16   (feet)  ADJUSTED  
 PW0050  ___________________________________________________________________
 PW0050  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 PW0050  DYNAMIC HT  -        1070.180 (meters)    3511.08  (feet)  COMP
 PW0050  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 PW0050
 PW0050  VERT ORDER  -  SECOND    CLASS 0
 PW0050
 PW0050.The horizontal coordinates were scaled from a topographic map and have
 PW0050.an estimated accuracy of +/- 6 seconds.
 PW0050
 PW0050.The orthometric height was determined by differential leveling
 PW0050.and adjusted by the National Geodetic Survey in June 1991..
 PW0050
 PW0050.The geoid height was determined by GEOID03.
 PW0050
 PW0050.The dynamic height is computed by dividing the NAVD 88
 PW0050.geopotential number by the normal gravity value computed on the
 PW0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0050.degrees latitude (g = 980.6199 gals.).
 PW0050
 PW0050.The modeled gravity was interpolated from observed gravity values.
 PW0050
 PW0050;                    North         East    Units  Estimated Accuracy
 PW0050;SPC WY E     -   489,140.      131,970.      MT  (+/- 180 meters Scaled)
 PW0050
 PW0050                          SUPERSEDED SURVEY CONTROL
 PW0050
 PW0050  NGVD 29 (??/??/92) 1069.869  (m)         3510.06   (f) ADJ UNCH    2 0
 PW0050
 PW0050.Superseded values are not recommended for survey control.
 PW0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0050.See file dsdata.txt to determine how the superseded data were derived.
 PW0050
 PW0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK188723(NAD 83)
 PW0050_MARKER: DB = BENCH MARK DISK
 PW0050_SETTING: 66 = SET IN ROCK OUTCROP
 PW0050_SP_SET: OVAL ROCK
 PW0050_STAMPING: M 86 1934
 PW0050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0050+STABILITY: POSITION/ELEVATION WELL
 PW0050
 PW0050  HISTORY     - Date     Condition        Report By
 PW0050  HISTORY     - 1934     MONUMENTED       CGS
 PW0050  HISTORY     - 1953     GOOD             NGS
 PW0050
 PW0050                          STATION DESCRIPTION
 PW0050
 PW0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0050'17.5 MI SW FROM MOORHEAD.
 PW0050'IN SHERIDAN COUNTY, WYOMING, 17.5 MILES SOUTHWEST ALONG THE ROAD
 PW0050'LEADING TO ARVADA FROM THE POST OFFICE AT MOORHEAD, POWDER RIVER
 PW0050'COUNTY, MONTANA, 0.2 MILE EAST OF POWDER RIVER, 50.7 FEET EAST OF THE
 PW0050'CENTERLINE OF THE ROAD, BETWEEN TWO LARGE ROCKS, IN THE TOP OF A LARGE
 PW0050'OVAL ROCK, AND 10 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 PW0050'M 86 1934.
 PW0050
 PW0050                          STATION RECOVERY (1953)
 PW0050
 PW0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PW0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0339 ***********************************************************************
 MO0339  DESIGNATION -  M 87
 MO0339  PID         -  MO0339
 MO0339  STATE/COUNTY-  WY/PLATTE
 MO0339  USGS QUAD   -  FERGUSON CORNER (1990)
 MO0339
 MO0339                         *CURRENT SURVEY CONTROL
 MO0339  ___________________________________________________________________
 MO0339* NAD 83(1986)-  41 57 31.     (N)    104 58 55.     (W)     SCALED    
 MO0339* NAVD 88     -      1551.466  (meters)    5090.10   (feet)  ADJUSTED  
 MO0339  ___________________________________________________________________
 MO0339  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 MO0339  DYNAMIC HT  -        1550.409 (meters)    5086.63  (feet)  COMP
 MO0339  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 MO0339
 MO0339  VERT ORDER  -  SECOND    CLASS 0
 MO0339
 MO0339.The horizontal coordinates were scaled from a topographic map and have
 MO0339.an estimated accuracy of +/- 6 seconds.
 MO0339
 MO0339.The orthometric height was determined by differential leveling
 MO0339.and adjusted by the National Geodetic Survey in June 1991..
 MO0339
 MO0339.The geoid height was determined by GEOID03.
 MO0339
 MO0339.The dynamic height is computed by dividing the NAVD 88
 MO0339.geopotential number by the normal gravity value computed on the
 MO0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0339.degrees latitude (g = 980.6199 gals.).
 MO0339
 MO0339.The modeled gravity was interpolated from observed gravity values.
 MO0339
 MO0339;                    North         East    Units  Estimated Accuracy
 MO0339;SPC WY E     -   162,000.      215,310.      MT  (+/- 180 meters Scaled)
 MO0339
 MO0339                          SUPERSEDED SURVEY CONTROL
 MO0339
 MO0339  NGVD 29 (??/??/92) 1550.625  (m)         5087.34   (f) ADJ UNCH    2 0
 MO0339
 MO0339.Superseded values are not recommended for survey control.
 MO0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0339.See file dsdata.txt to determine how the superseded data were derived.
 MO0339
 MO0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG014451(NAD 83)
 MO0339_MARKER: DB = BENCH MARK DISK
 MO0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0339_STAMPING: M 87 1934
 MO0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0339+STABILITY: SURFACE MOTION
 MO0339
 MO0339  HISTORY     - Date     Condition        Report By
 MO0339  HISTORY     - 1934     MONUMENTED       CGS
 MO0339  HISTORY     - 1966     GOOD             NGS
 MO0339
 MO0339                          STATION DESCRIPTION
 MO0339
 MO0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0339'8.4 MI S FROM WHEATLAND.
 MO0339'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0339'WHEATLAND, THENCE 1.7 MILES WEST ALONG STATE HIGHWAY 34, 1.0
 MO0339'MILE SOUTH OF BENCH MARK C 166, AT THE SOUTHEAST CORNER OF THE
 MO0339'JUNCTION OF COUNTY ROAD 1601, 27 FEET SOUTH OF THE CENTER LINE
 MO0339'OF THE HIGHWAY, 50 FEET EAST OF THE CENTER LINE OF THE ROAD,
 MO0339'50 FEET NORTH OF POWER POLE L 11, 48 FEET NORTH OF A FENCE
 MO0339'CORNER, 15 FEET EAST OF THE CENTER OF A 24-INCH PIPE CULVERT,
 MO0339'1.5 FEET WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE
 MO0339'ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0171 ***********************************************************************
 MO0171  DESIGNATION -  M 89
 MO0171  PID         -  MO0171
 MO0171  STATE/COUNTY-  WY/LARAMIE
 MO0171  USGS QUAD   -  POLE CREEK RANCH SE (1978)
 MO0171
 MO0171                         *CURRENT SURVEY CONTROL
 MO0171  ___________________________________________________________________
 MO0171* NAD 83(1986)-  41 21 33.     (N)    104 35 39.     (W)     SCALED    
 MO0171* NAVD 88     -      1790.135  (meters)    5873.13   (feet)  ADJUSTED  
 MO0171  ___________________________________________________________________
 MO0171  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 MO0171  DYNAMIC HT  -        1788.664 (meters)    5868.31  (feet)  COMP
 MO0171  MODELED GRAV-     979,738.1   (mgal)                       NAVD 88
 MO0171
 MO0171  VERT ORDER  -  SECOND    CLASS 0
 MO0171
 MO0171.The horizontal coordinates were scaled from a topographic map and have
 MO0171.an estimated accuracy of +/- 6 seconds.
 MO0171
 MO0171.The orthometric height was determined by differential leveling
 MO0171.and adjusted by the National Geodetic Survey in June 1991..
 MO0171
 MO0171.The geoid height was determined by GEOID03.
 MO0171
 MO0171.The dynamic height is computed by dividing the NAVD 88
 MO0171.geopotential number by the normal gravity value computed on the
 MO0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0171.degrees latitude (g = 980.6199 gals.).
 MO0171
 MO0171.The modeled gravity was interpolated from observed gravity values.
 MO0171
 MO0171;                    North         East    Units  Estimated Accuracy
 MO0171;SPC WY E     -    95,570.      247,900.      MT  (+/- 180 meters Scaled)
 MO0171
 MO0171                          SUPERSEDED SURVEY CONTROL
 MO0171
 MO0171  NGVD 29 (??/??/92) 1789.192  (m)         5870.04   (f) ADJ UNCH    2 0
 MO0171
 MO0171.Superseded values are not recommended for survey control.
 MO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0171.See file dsdata.txt to determine how the superseded data were derived.
 MO0171
 MO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF339787(NAD 83)
 MO0171_MARKER: DB = BENCH MARK DISK
 MO0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0171_STAMPING: M 89 1934
 MO0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0171+STABILITY: SURFACE MOTION
 MO0171
 MO0171  HISTORY     - Date     Condition        Report By
 MO0171  HISTORY     - 1934     MONUMENTED       CGS
 MO0171  HISTORY     - 1959     MARK NOT FOUND   NGS
 MO0171
 MO0171                          STATION DESCRIPTION
 MO0171
 MO0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0171'21.9 MI NE FROM CHEYENNE.
 MO0171'21.9 MILES NORTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 MO0171'AT CHEYENNE, 1.9 MILES WEST OF A BROWN RANCH HOUSE, ON LEVEL
 MO0171'GROUND, 55.4 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 MO0171'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED M 89 1934
 MO0171'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0098 ***********************************************************************
 PY0098  DESIGNATION -  M 9
 PY0098  PID         -  PY0098
 PY0098  STATE/COUNTY-  WY/PARK
 PY0098  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0098
 PY0098                         *CURRENT SURVEY CONTROL
 PY0098  ___________________________________________________________________
 PY0098* NAD 83(1986)-  44 40 46.     (N)    110 44 48.     (W)     SCALED    
 PY0098* NAVD 88     -      2230.412  (meters)    7317.61   (feet)  POSTED    
 PY0098  ___________________________________________________________________
 PY0098  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 PY0098  DYNAMIC HT  -        2229.010 (meters)    7313.01  (feet)  COMP
 PY0098  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 PY0098
 PY0098  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0098
 PY0098.The horizontal coordinates were scaled from a topographic map and have
 PY0098.an estimated accuracy of +/- 6 seconds.
 PY0098
 PY0098.The orthometric height was determined by differential leveling
 PY0098.and adjusted by the National Geodetic Survey in 1992..
 PY0098.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0098.rate of 1.1 thru 2.0 mm/km.
 PY0098
 PY0098.The geoid height was determined by GEOID03.
 PY0098
 PY0098.The dynamic height is computed by dividing the NAVD 88
 PY0098.geopotential number by the normal gravity value computed on the
 PY0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0098.degrees latitude (g = 980.6199 gals.).
 PY0098
 PY0098.The modeled gravity was interpolated from observed gravity values.
 PY0098
 PY0098;                    North         East    Units  Estimated Accuracy
 PY0098;SPC WYWC     -   466,180.      441,700.      MT  (+/- 180 meters Scaled)
 PY0098
 PY0098                          SUPERSEDED SURVEY CONTROL
 PY0098
 PY0098.No superseded survey control is available for this station.
 PY0098
 PY0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ200473(NAD 83)
 PY0098_MARKER: DB = BENCH MARK DISK
 PY0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0098_STAMPING: M 9 1923
 PY0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0098+STABILITY: SURFACE MOTION
 PY0098
 PY0098  HISTORY     - Date     Condition        Report By
 PY0098  HISTORY     - 1923     MONUMENTED       CGS
 PY0098  HISTORY     - 1960     MARK NOT FOUND   NGS
 PY0098  HISTORY     - 1981     MARK NOT FOUND   USGS
 PY0098
 PY0098                          STATION DESCRIPTION
 PY0098
 PY0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0098'5.5 MI SW FROM NORRIS.
 PY0098'5.5 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION ROAD
 PY0098'FROM NORRIS JUNCTION, YELLOWSTONE NATIONAL PARK, 20 FEET SOUTH OF
 PY0098'BERYL SPRING, AND 20 FEET WEST OF THE ROAD.  A STANDARD DISK, STAMPED
 PY0098'M 9 1923 AND SET IN THE TOP OF A CONCRETE POST.
 PY0098
 PY0098                          STATION RECOVERY (1981)
 PY0098
 PY0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PY0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0200 ***********************************************************************
 MO0200  DESIGNATION -  M 90
 MO0200  PID         -  MO0200
 MO0200  STATE/COUNTY-  WY/LARAMIE
 MO0200  USGS QUAD   -  DURHAM (1978)
 MO0200
 MO0200                         *CURRENT SURVEY CONTROL
 MO0200  ___________________________________________________________________
 MO0200* NAD 83(1986)-  41 12 59.     (N)    104 33 32.     (W)     SCALED    
 MO0200* NAVD 88     -      1758.137  (meters)    5768.15   (feet)  ADJUSTED  
 MO0200  ___________________________________________________________________
 MO0200  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 MO0200  DYNAMIC HT  -        1756.661 (meters)    5763.31  (feet)  COMP
 MO0200  MODELED GRAV-     979,722.5   (mgal)                       NAVD 88
 MO0200
 MO0200  VERT ORDER  -  SECOND    CLASS 0
 MO0200
 MO0200.The horizontal coordinates were scaled from a topographic map and have
 MO0200.an estimated accuracy of +/- 6 seconds.
 MO0200
 MO0200.The orthometric height was determined by differential leveling
 MO0200.and adjusted by the National Geodetic Survey in June 1991..
 MO0200
 MO0200.The geoid height was determined by GEOID03.
 MO0200
 MO0200.The dynamic height is computed by dividing the NAVD 88
 MO0200.geopotential number by the normal gravity value computed on the
 MO0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0200.degrees latitude (g = 980.6199 gals.).
 MO0200
 MO0200.The modeled gravity was interpolated from observed gravity values.
 MO0200
 MO0200;                    North         East    Units  Estimated Accuracy
 MO0200;SPC WY E     -    79,730.      250,970.      MT  (+/- 180 meters Scaled)
 MO0200
 MO0200                          SUPERSEDED SURVEY CONTROL
 MO0200
 MO0200  NGVD 29 (??/??/92) 1757.178  (m)         5765.01   (f) ADJ UNCH    2 0
 MO0200
 MO0200.Superseded values are not recommended for survey control.
 MO0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0200.See file dsdata.txt to determine how the superseded data were derived.
 MO0200
 MO0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF369628(NAD 83)
 MO0200_MARKER: DB = BENCH MARK DISK
 MO0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0200_STAMPING: M 90 1934
 MO0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0200+STABILITY: SURFACE MOTION
 MO0200
 MO0200  HISTORY     - Date     Condition        Report By
 MO0200  HISTORY     - 1934     MONUMENTED       CGS
 MO0200  HISTORY     - 1941     GOOD             NGS
 MO0200
 MO0200                          STATION DESCRIPTION
 MO0200
 MO0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0200'1.9 MI E FROM DURHAM.
 MO0200'1.9 MILES E ALONG THE UNION PACIFIC RR FROM THE STATION AT
 MO0200'DURHAM, LARAMIE COUNTY, 4-2/3 POLES E OF MILEPOST 494, 70.5
 MO0200'FEET SE OF A SNOW FENCE, 54.2 FEET NW OF THE CENTERLINE OF THE
 MO0200'TRACK, 12 FEET E OF A POWER TRANSMISSION LINE POLE, AND LEVEL
 MO0200'WITH THE TRACK.  A STANDARD DISK, STAMPED M 90 1934 AND SET IN
 MO0200'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0119 ***********************************************************************
 MO0119  DESIGNATION -  M 91
 MO0119  PID         -  MO0119
 MO0119  STATE/COUNTY-  WY/LARAMIE
 MO0119  USGS QUAD   -  ARCOLA (1991)
 MO0119
 MO0119                         *CURRENT SURVEY CONTROL
 MO0119  ___________________________________________________________________
 MO0119* NAD 83(1986)-  41 06 15.     (N)    104 29 01.     (W)     SCALED    
 MO0119* NAVD 88     -      1710.886  (meters)    5613.13   (feet)  ADJUSTED  
 MO0119  ___________________________________________________________________
 MO0119  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 MO0119  DYNAMIC HT  -        1709.453 (meters)    5608.43  (feet)  COMP
 MO0119  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 MO0119
 MO0119  VERT ORDER  -  SECOND    CLASS 0
 MO0119
 MO0119.The horizontal coordinates were scaled from a topographic map and have
 MO0119.an estimated accuracy of +/- 6 seconds.
 MO0119
 MO0119.The orthometric height was determined by differential leveling
 MO0119.and adjusted by the National Geodetic Survey in June 1991..
 MO0119
 MO0119.The geoid height was determined by GEOID03.
 MO0119
 MO0119.The dynamic height is computed by dividing the NAVD 88
 MO0119.geopotential number by the normal gravity value computed on the
 MO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0119.degrees latitude (g = 980.6199 gals.).
 MO0119
 MO0119.The modeled gravity was interpolated from observed gravity values.
 MO0119
 MO0119;                    North         East    Units  Estimated Accuracy
 MO0119;SPC WY E     -    67,310.      257,380.      MT  (+/- 180 meters Scaled)
 MO0119
 MO0119                          SUPERSEDED SURVEY CONTROL
 MO0119
 MO0119  NGVD 29 (??/??/92) 1709.951  (m)         5610.06   (f) ADJ UNCH    2 0
 MO0119
 MO0119.Superseded values are not recommended for survey control.
 MO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0119.See file dsdata.txt to determine how the superseded data were derived.
 MO0119
 MO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF433504(NAD 83)
 MO0119_MARKER: DB = BENCH MARK DISK
 MO0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0119_STAMPING: M 91 1934
 MO0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0119+STABILITY: SURFACE MOTION
 MO0119
 MO0119  HISTORY     - Date     Condition        Report By
 MO0119  HISTORY     - 1934     MONUMENTED       CGS
 MO0119  HISTORY     - 1959     GOOD             NGS
 MO0119
 MO0119                          STATION DESCRIPTION
 MO0119
 MO0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0119'1.7 MI W FROM ARCOLA.
 MO0119'1.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MO0119'FROM ARCOLA, LARAMIE COUNTY, 16.6 FEET EAST OF MILEPOST 318, 30.3
 MO0119'FEET SOUTH OF THE SOUTH RAIL, AND 21.4 FEET NORTH OF A FENCE.  A
 MO0119'STANDARD DISK, STAMPED M 91 1934 AND SET IN THE TOP OF A CONCRETE
 MO0119'POST.
 MO0119
 MO0119                          STATION RECOVERY (1959)
 MO0119
 MO0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MO0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0319 ***********************************************************************
 MO0319  DESIGNATION -  M 92
 MO0319  PID         -  MO0319
 MO0319  STATE/COUNTY-  WY/PLATTE
 MO0319  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO0319
 MO0319                         *CURRENT SURVEY CONTROL
 MO0319  ___________________________________________________________________
 MO0319* NAD 83(1986)-  41 43 44.     (N)    104 50 02.     (W)     SCALED    
 MO0319* NAVD 88     -      1639.232  (meters)    5378.05   (feet)  ADJUSTED  
 MO0319  ___________________________________________________________________
 MO0319  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 MO0319  DYNAMIC HT  -        1637.999 (meters)    5374.00  (feet)  COMP
 MO0319  MODELED GRAV-     979,812.5   (mgal)                       NAVD 88
 MO0319
 MO0319  VERT ORDER  -  FIRST     CLASS II
 MO0319
 MO0319.The horizontal coordinates were scaled from a topographic map and have
 MO0319.an estimated accuracy of +/- 6 seconds.
 MO0319
 MO0319.The orthometric height was determined by differential leveling
 MO0319.and adjusted by the National Geodetic Survey in June 1991..
 MO0319
 MO0319.The geoid height was determined by GEOID03.
 MO0319
 MO0319.The dynamic height is computed by dividing the NAVD 88
 MO0319.geopotential number by the normal gravity value computed on the
 MO0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0319.degrees latitude (g = 980.6199 gals.).
 MO0319
 MO0319.The modeled gravity was interpolated from observed gravity values.
 MO0319
 MO0319;                    North         East    Units  Estimated Accuracy
 MO0319;SPC WY E     -   136,520.      227,690.      MT  (+/- 180 meters Scaled)
 MO0319
 MO0319                          SUPERSEDED SURVEY CONTROL
 MO0319
 MO0319  NGVD 29 (??/??/92) 1638.318  (m)         5375.05   (f) ADJ UNCH    1 2
 MO0319
 MO0319.Superseded values are not recommended for survey control.
 MO0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0319.See file dsdata.txt to determine how the superseded data were derived.
 MO0319
 MO0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG138196(NAD 83)
 MO0319_MARKER: DB = BENCH MARK DISK
 MO0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0319_STAMPING: M 92 1934
 MO0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0319+STABILITY: SURFACE MOTION
 MO0319
 MO0319  HISTORY     - Date     Condition        Report By
 MO0319  HISTORY     - 1934     MONUMENTED       CGS
 MO0319  HISTORY     - 1954     GOOD             NGS
 MO0319
 MO0319                          STATION DESCRIPTION
 MO0319
 MO0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0319'2.2 MI S FROM CHUGWATER.
 MO0319'2.2 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE CHICAGO,
 MO0319'BURLINGTON AND QUINCY RAILROAD STATION AT CHUGWATER, 0.25 MILE
 MO0319'NORTH OF A DIRT ROAD LEADING WEST, 370 FEET NORTHEAST OF THE
 MO0319'EAST END OF A 30 INCH PIPE CULVERT, 49 FEET EAST OF THE CENTER
 MO0319'LINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE, 2 FEET SOUTH OF A
 MO0319'WITNESS POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE
 MO0319'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0092 ***********************************************************************
 NQ0092  DESIGNATION -  M 95
 NQ0092  PID         -  NQ0092
 NQ0092  STATE/COUNTY-  WY/GOSHEN
 NQ0092  USGS QUAD   -  JAY EM (1990)
 NQ0092
 NQ0092                         *CURRENT SURVEY CONTROL
 NQ0092  ___________________________________________________________________
 NQ0092* NAD 83(1986)-  42 25 52.     (N)    104 21 36.     (W)     SCALED    
 NQ0092* NAVD 88     -      1386.523  (meters)    4548.95   (feet)  ADJUSTED  
 NQ0092  ___________________________________________________________________
 NQ0092  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 NQ0092  DYNAMIC HT  -        1385.695 (meters)    4546.23  (feet)  COMP
 NQ0092  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 NQ0092
 NQ0092  VERT ORDER  -  SECOND    CLASS 0
 NQ0092
 NQ0092.The horizontal coordinates were scaled from a topographic map and have
 NQ0092.an estimated accuracy of +/- 6 seconds.
 NQ0092
 NQ0092.The orthometric height was determined by differential leveling
 NQ0092.and adjusted by the National Geodetic Survey in June 1991..
 NQ0092
 NQ0092.The geoid height was determined by GEOID03.
 NQ0092
 NQ0092.The dynamic height is computed by dividing the NAVD 88
 NQ0092.geopotential number by the normal gravity value computed on the
 NQ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0092.degrees latitude (g = 980.6199 gals.).
 NQ0092
 NQ0092.The modeled gravity was interpolated from observed gravity values.
 NQ0092
 NQ0092;                    North         East    Units  Estimated Accuracy
 NQ0092;SPC WY E     -   214,780.      266,380.      MT  (+/- 180 meters Scaled)
 NQ0092
 NQ0092                          SUPERSEDED SURVEY CONTROL
 NQ0092
 NQ0092  NGVD 29 (??/??/92) 1385.791  (m)         4546.55   (f) ADJ UNCH    2 0
 NQ0092
 NQ0092.Superseded values are not recommended for survey control.
 NQ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0092.See file dsdata.txt to determine how the superseded data were derived.
 NQ0092
 NQ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG526978(NAD 83)
 NQ0092_MARKER: DB = BENCH MARK DISK
 NQ0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0092_STAMPING: M 95 1934
 NQ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0092+STABILITY: SURFACE MOTION
 NQ0092
 NQ0092  HISTORY     - Date     Condition        Report By
 NQ0092  HISTORY     - 1934     MONUMENTED       CGS
 NQ0092  HISTORY     - 1941     MARK NOT FOUND   NGS
 NQ0092
 NQ0092                          STATION DESCRIPTION
 NQ0092
 NQ0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0092'2.1 MI S FROM JAY-EM.
 NQ0092'2.1 MILES SOUTH U.S. HIGHWAY FROM JAY EM, GOSHEN COUNTY, AT THE
 NQ0092'ENTRANCE TO THE C.L. FLETCHER FARM, 52.0 FEET WEST OF THE
 NQ0092'CENTERLINE OF THE HIGHWAY, 14.0 FEET NORTH OF THE CENTERLINE OF
 NQ0092'THE DRIVEWAY GATE, AND 2.0 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 NQ0092'A STANDARD DISK, STAMPED M 95 1934 AND SET IN THE TOP OF A
 NQ0092'CONCRETE POST.
 NQ0092
 NQ0092                          STATION RECOVERY (1941)
 NQ0092
 NQ0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 NQ0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0056 ***********************************************************************
 MO0056  DESIGNATION -  M 96
 MO0056  PID         -  MO0056
 MO0056  STATE/COUNTY-  WY/LARAMIE
 MO0056  USGS QUAD   -  LINDBERGH (1991)
 MO0056
 MO0056                         *CURRENT SURVEY CONTROL
 MO0056  ___________________________________________________________________
 MO0056* NAD 83(1986)-  41 22 27.     (N)    104 06 19.     (W)     SCALED    
 MO0056* NAVD 88     -      1610.783  (meters)    5284.71   (feet)  ADJUSTED  
 MO0056  ___________________________________________________________________
 MO0056  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MO0056  DYNAMIC HT  -        1609.530 (meters)    5280.60  (feet)  COMP
 MO0056  MODELED GRAV-     979,789.1   (mgal)                       NAVD 88
 MO0056
 MO0056  VERT ORDER  -  SECOND    CLASS 0
 MO0056
 MO0056.The horizontal coordinates were scaled from a topographic map and have
 MO0056.an estimated accuracy of +/- 6 seconds.
 MO0056
 MO0056.The orthometric height was determined by differential leveling
 MO0056.and adjusted by the National Geodetic Survey in June 1991..
 MO0056
 MO0056.The geoid height was determined by GEOID03.
 MO0056
 MO0056.The dynamic height is computed by dividing the NAVD 88
 MO0056.geopotential number by the normal gravity value computed on the
 MO0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0056.degrees latitude (g = 980.6199 gals.).
 MO0056
 MO0056.The modeled gravity was interpolated from observed gravity values.
 MO0056
 MO0056;                    North         East    Units  Estimated Accuracy
 MO0056;SPC WY E     -    97,620.      288,790.      MT  (+/- 180 meters Scaled)
 MO0056
 MO0056                          SUPERSEDED SURVEY CONTROL
 MO0056
 MO0056  NGVD 29 (??/??/92) 1609.920  (m)         5281.88   (f) ADJ UNCH    2 0
 MO0056
 MO0056.Superseded values are not recommended for survey control.
 MO0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0056.See file dsdata.txt to determine how the superseded data were derived.
 MO0056
 MO0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF748806(NAD 83)
 MO0056_MARKER: DB = BENCH MARK DISK
 MO0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0056_STAMPING: M 96 1934
 MO0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0056+STABILITY: SURFACE MOTION
 MO0056
 MO0056  HISTORY     - Date     Condition        Report By
 MO0056  HISTORY     - 1934     MONUMENTED       CGS
 MO0056
 MO0056                          STATION DESCRIPTION
 MO0056
 MO0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0056'3.2 MI S FROM ALBIN.
 MO0056'3.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0056'STATION AT ALBIN, 121 FEET WEST OF THE WEST RAIL, 41 FEET SOUTH
 MO0056'OF THE CENTERLINE OF A ROAD, 8.2 FEET SOUTH OF THE ROAD
 MO0056'RIGHT-OF-WAY FENCE, AND 3.6 FEET WEST OF THE RAILROAD
 MO0056'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 96 1934 AND SET
 MO0056'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0334 ***********************************************************************
 MO0334  DESIGNATION -  M 99
 MO0334  PID         -  MO0334
 MO0334  STATE/COUNTY-  WY/GOSHEN
 MO0334  USGS QUAD   -  Y B O CANYON (1990)
 MO0334
 MO0334                         *CURRENT SURVEY CONTROL
 MO0334  ___________________________________________________________________
 MO0334* NAD 83(1986)-  41 49 40.     (N)    104 31 05.     (W)     SCALED    
 MO0334* NAVD 88     -      1400.161  (meters)    4593.69   (feet)  ADJUSTED  
 MO0334  ___________________________________________________________________
 MO0334  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 MO0334  DYNAMIC HT  -        1399.174 (meters)    4590.46  (feet)  COMP
 MO0334  MODELED GRAV-     979,869.5   (mgal)                       NAVD 88
 MO0334
 MO0334  VERT ORDER  -  SECOND    CLASS 0
 MO0334
 MO0334.The horizontal coordinates were scaled from a topographic map and have
 MO0334.an estimated accuracy of +/- 6 seconds.
 MO0334
 MO0334.The orthometric height was determined by differential leveling
 MO0334.and adjusted by the National Geodetic Survey in June 1991..
 MO0334
 MO0334.The geoid height was determined by GEOID03.
 MO0334
 MO0334.The dynamic height is computed by dividing the NAVD 88
 MO0334.geopotential number by the normal gravity value computed on the
 MO0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0334.degrees latitude (g = 980.6199 gals.).
 MO0334
 MO0334.The modeled gravity was interpolated from observed gravity values.
 MO0334
 MO0334;                    North         East    Units  Estimated Accuracy
 MO0334;SPC WY E     -   147,650.      253,880.      MT  (+/- 180 meters Scaled)
 MO0334
 MO0334                          SUPERSEDED SURVEY CONTROL
 MO0334
 MO0334  NGVD 29 (??/??/92) 1399.338  (m)         4590.99   (f) ADJ UNCH    2 0
 MO0334
 MO0334.Superseded values are not recommended for survey control.
 MO0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0334.See file dsdata.txt to determine how the superseded data were derived.
 MO0334
 MO0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG400307(NAD 83)
 MO0334_MARKER: DB = BENCH MARK DISK
 MO0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0334_STAMPING: M 99 1934
 MO0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0334+STABILITY: SURFACE MOTION
 MO0334
 MO0334  HISTORY     - Date     Condition        Report By
 MO0334  HISTORY     - 1934     MONUMENTED       CGS
 MO0334  HISTORY     - 1941     GOOD             NGS
 MO0334
 MO0334                          STATION DESCRIPTION
 MO0334
 MO0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0334'18 MI NW FROM HAWK SPRINGS.
 MO0334'3 MILES NORTH AND 13 MILES WEST ALONG THE COUNTY ROAD LEADING
 MO0334'TO CHUGWATER FROM HAWK SPRINGS, GOSHEN COUNTY, AT THE SOUTHWEST
 MO0334'CORNER OF SEC. 35, T. 22 N., R 64 W., AT A ROAD INTERSECTION,
 MO0334'40 FEET NORTH OF THE CENTERLINE OF THE CHUGWATER ROAD, 36 FEET
 MO0334'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, IN THE
 MO0334'FENCE CORNER, 7 FEET NORTH OF THE EAST-AND-WEST FENCE, AND 3
 MO0334'FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED
 MO0334'M 99 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1941
 MO0334'REPORT - THE MARK IS COVERED WITH BLOW SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0280 ***********************************************************************
 NQ0280  DESIGNATION -  M R 1
 NQ0280  PID         -  NQ0280
 NQ0280  STATE/COUNTY-  WY/PLATTE
 NQ0280  USGS QUAD   -  GLENDO (1978)
 NQ0280
 NQ0280                         *CURRENT SURVEY CONTROL
 NQ0280  ___________________________________________________________________
 NQ0280* NAD 83(1986)-  42 31 14.     (N)    105 01 24.     (W)     SCALED    
 NQ0280* NAVD 88     -      1422.917  (meters)    4668.35   (feet)  ADJUSTED  
 NQ0280  ___________________________________________________________________
 NQ0280  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 NQ0280  DYNAMIC HT  -        1422.072 (meters)    4665.58  (feet)  COMP
 NQ0280  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 NQ0280
 NQ0280  VERT ORDER  -  FIRST     CLASS II
 NQ0280
 NQ0280.The horizontal coordinates were scaled from a topographic map and have
 NQ0280.an estimated accuracy of +/- 6 seconds.
 NQ0280
 NQ0280.The orthometric height was determined by differential leveling
 NQ0280.and adjusted by the National Geodetic Survey in June 1991..
 NQ0280
 NQ0280.The geoid height was determined by GEOID03.
 NQ0280
 NQ0280.The dynamic height is computed by dividing the NAVD 88
 NQ0280.geopotential number by the normal gravity value computed on the
 NQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0280.degrees latitude (g = 980.6199 gals.).
 NQ0280
 NQ0280.The modeled gravity was interpolated from observed gravity values.
 NQ0280
 NQ0280;                    North         East    Units  Estimated Accuracy
 NQ0280;SPC WY E     -   224,410.      211,780.      MT  (+/- 180 meters Scaled)
 NQ0280
 NQ0280                          SUPERSEDED SURVEY CONTROL
 NQ0280
 NQ0280  NGVD 29 (??/??/92) 1422.14   (m)         4665.8    (f) COMPUTED    1 2
 NQ0280
 NQ0280.Superseded values are not recommended for survey control.
 NQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0280.See file dsdata.txt to determine how the superseded data were derived.
 NQ0280
 NQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH980075(NAD 83)
 NQ0280_MARKER: DD = SURVEY DISK
 NQ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0280_STAMPING: M R 1 4666 1947
 NQ0280_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0280+STABILITY: SURFACE MOTION
 NQ0280
 NQ0280  HISTORY     - Date     Condition        Report By
 NQ0280  HISTORY     - 1947     MONUMENTED       USGS
 NQ0280  HISTORY     - 1956     GOOD             NGS
 NQ0280  HISTORY     - 20000607 GOOD             USGS
 NQ0280
 NQ0280                          STATION DESCRIPTION
 NQ0280
 NQ0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0280'1.3 MI NW FROM GLENDO.
 NQ0280'1.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0280'RAILROAD FROM THE STATION AT GLENDO, 100 FEET EAST OF A POWER POLE,
 NQ0280'152 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 87, 32 FEET
 NQ0280'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING EAST, 1 FOOT
 NQ0280'NORTH OF A FENCE, 1 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF
 NQ0280'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  IN THE
 NQ0280'NORTHWEST 1/4 OF SECTION 4, TOWNSHIP 29 NORTH, RANGE 68 WEST.
 NQ0280
 NQ0280                          STATION RECOVERY (2000)
 NQ0280
 NQ0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0280'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1109 ***********************************************************************
 MO1109  DESIGNATION -  MAB
 MO1109  PID         -  MO1109
 MO1109  STATE/COUNTY-  WY/LARAMIE
 MO1109  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO1109
 MO1109                         *CURRENT SURVEY CONTROL
 MO1109  ___________________________________________________________________
 MO1109* NAD 83(1993)-  41 08 24.60495(N)    104 52 32.10730(W)     ADJUSTED  
 MO1109* NAVD 88     -      1893.7    (meters)    6213.     (feet)  VERTCON   
 MO1109  ___________________________________________________________________
 MO1109  LAPLACE CORR-         -11.61  (seconds)                    DEFLEC99
 MO1109  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 MO1109
 MO1109  HORZ ORDER  -  FIRST
 MO1109
 MO1109.The horizontal coordinates were established by classical geodetic methods
 MO1109.and adjusted by the National Geodetic Survey in January 1997..
 MO1109
 MO1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1109
 MO1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1109
 MO1109.The geoid height was determined by GEOID03.
 MO1109
 MO1109;                    North         East     Units Scale Factor Converg.
 MO1109;SPC WY E     -    71,127.334   224,436.711   MT  0.99994485   +0 11 29.4
 MO1109;UTM  13      - 4,554,324.692   510,441.265   MT  0.99960134   +0 04 54.7
 MO1109
 MO1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1109!SPC WY E     -   0.99970553  x   0.99994485  =   0.99965040
 MO1109!UTM  13      -   0.99970553  x   0.99960134  =   0.99930699
 MO1109
 MO1109|---------------------------------------------------------------------|
 MO1109| PID    Reference Object                     Distance      Geod. Az  |
 MO1109|                                                           dddmmss.s |
 MO1109| MO0850 MAB 2                               393.700 METERS 02716     |
 MO1109| MO1097 MAB 1                               335.443 METERS 05157     |
 MO1109| MO1082 CHEYENNE STATE CAPITOL DOME         APPROX. 4.6 KM 0895054.6 |
 MO1109|---------------------------------------------------------------------|
 MO1109
 MO1109                          SUPERSEDED SURVEY CONTROL
 MO1109
 MO1109  NAD 83(1986)-  41 08 24.58942(N)    104 52 32.10472(W) AD(       ) 1
 MO1109  NAD 27      -  41 08 24.65820(N)    104 52 30.21010(W) AD(       ) 1
 MO1109  NGVD 29 (07/19/86) 1892.7    (m)         6210.     (f) VERT ANG       
 MO1109
 MO1109.Superseded values are not recommended for survey control.
 MO1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1109.See file dsdata.txt to determine how the superseded data were derived.
 MO1109
 MO1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1044154325(NAD 83)
 MO1109_MARKER: DS = TRIANGULATION STATION DISK
 MO1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1109+STABILITY: SURFACE MOTION
 MO1109
 MO1109  HISTORY     - Date     Condition        Report By
 MO1109  HISTORY     - 1960     MONUMENTED       CGS
 MO1109  HISTORY     - 1973     GOOD             NGS
 MO1109
 MO1109                          STATION DESCRIPTION
 MO1109
 MO1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1109'THE STATION IS LOCATED AT THE TOP OF A LOW GRASS COVERED KNOLL
 MO1109'NEAR THE SOUTHWEST CORNER OF THE F.E. WARREN AIR FORCE
 MO1109'BASE.  IT IS ABOUT 300 FEET SOUTH OF THE INTERSECTION OF POST
 MO1109'ROAD AND S. DAKOTA AVE.
 MO1109'
 MO1109'THE STATION MARK, STAMPED MAB 1960, IS 4 FEET EAST OF A METAL
 MO1109'WITNESS POST AND PROJECTS 4 INCHES ABOVE THE GROUND.
 MO1109'
 MO1109'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MO1109
 MO1109                          STATION RECOVERY (1973)
 MO1109
 MO1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1109'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 MO1109'DISK IS STAMPED MAB RATHER THAN MAB 1960 AS PREVIOUSLY DESCRIBED.
 MO1109'IT WAS USED AS AN AZIMUTH MARK FOR TRIANGULATION STATION TRANET
 MO1109'747 (USAF) AT THIS OCCUPATION.  FOLLOWING IS A COMPLETE NEW
 MO1109'DESCRIPTION.
 MO1109'
 MO1109'THE STATION IS LOCATED 3 MILES WEST OF CHEYENNE ON THE SOUTHWEST
 MO1109'CORNER OF F.E. WARREN AIR FORCE BASE.
 MO1109'
 MO1109'THE STATION IS A STANDARD DISK STAMPED MAB, CEMENTED IN THE
 MO1109'TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 MO1109'GROUND.  IT IS 60 FEET SOUTHWEST OF A POWER POLE AND 33 FEET
 MO1109'EAST OF A 2 X 2 FOOT SQUARE CONCRETE PILLER THAT IS 7 FEET HIGH.
 MO1109'
 MO1109'TO REACH THE STATION FROM TRIANGULATION STATION TRANET 747
 MO1109'(USAF), GO SOUTHWEST ON BOOKER STREET FOR 0.2 MILE TO A
 MO1109'CROSSROAD, TURN RIGHT AND GO NORTHWEST ON PAVED STREET FOR
 MO1109'0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND THENCE RIGHT,
 MO1109'UPHILL, FOR 0.15 MILE TO HIGHEST POINT AND STATION.
 MO1109'
 MO1109'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 FEET.
 MO1109'
 MO1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 MO1109'WEST OF CHEYENNE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1035 ***********************************************************************
 MO1035  DESIGNATION -  MACK
 MO1035  PID         -  MO1035
 MO1035  STATE/COUNTY-  WY/LARAMIE
 MO1035  USGS QUAD   -  PINE BLUFFS SW (1991)
 MO1035
 MO1035                         *CURRENT SURVEY CONTROL
 MO1035  ___________________________________________________________________
 MO1035* NAD 83(1993)-  41 01 52.29281(N)    104 12 01.57767(W)     ADJUSTED  
 MO1035* NAVD 88     -      1606.     (meters)    5269.     (feet)  SCALED    
 MO1035  ___________________________________________________________________
 MO1035  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 MO1035  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 MO1035
 MO1035  HORZ ORDER  -  SECOND
 MO1035
 MO1035.The horizontal coordinates were established by classical geodetic methods
 MO1035.and adjusted by the National Geodetic Survey in January 1997..
 MO1035
 MO1035.The orthometric height was scaled from a topographic map.
 MO1035
 MO1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1035
 MO1035.The geoid height was determined by GEOID03.
 MO1035
 MO1035;                    North         East     Units Scale Factor Converg.
 MO1035;SPC WY E     -    59,434.678   281,250.932   MT  1.00001872   +0 38 03.6
 MO1035;SPC CO N     -   494,127.457 1,023,690.647   MT  1.00004963   +0 50 22.9
 MO1035;SPC CO N     - 1,621,149.83  3,358,558.40   sFT  1.00004963   +0 50 22.9
 MO1035;UTM  13      - 4,542,527.609   567,212.962   MT  0.99965560   +0 31 29.7
 MO1035
 MO1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1035!SPC WY E     -   0.99975101  x   1.00001872  =   0.99976973
 MO1035!SPC CO N     -   0.99975101  x   1.00004963  =   0.99980063
 MO1035!UTM  13      -   0.99975101  x   0.99965560  =   0.99940670
 MO1035
 MO1035|---------------------------------------------------------------------|
 MO1035| PID    Reference Object                     Distance      Geod. Az  |
 MO1035|                                                           dddmmss.s |
 MO1035| CP9900 MACK RM 1                            17.730 METERS 17536     |
 MO1035| CP9901 MACK RM 2                            16.221 METERS 26949     |
 MO1035| CP9899 MACK AZ MK                                         2713540.0 |
 MO1035|---------------------------------------------------------------------|
 MO1035
 MO1035                          SUPERSEDED SURVEY CONTROL
 MO1035
 MO1035  NAD 83(1993)-  41 01 52.28561(N)    104 12 01.57684(W) AD(       ) 2
 MO1035  NAD 83(1986)-  41 01 52.28501(N)    104 12 01.57661(W) AD(       ) 2
 MO1035  NAD 27      -  41 01 52.34170(N)    104 11 59.75010(W) AD(       ) 2
 MO1035
 MO1035.Superseded values are not recommended for survey control.
 MO1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1035.See file dsdata.txt to determine how the superseded data were derived.
 MO1035
 MO1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6721342528(NAD 83)
 MO1035_MARKER: DS = TRIANGULATION STATION DISK
 MO1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1035
 MO1035  HISTORY     - Date     Condition        Report By
 MO1035  HISTORY     - 1963     MONUMENTED       CGS
 MO1035
 MO1035                          STATION DESCRIPTION
 MO1035
 MO1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1035'THE STATION IS 8 MILES SOUTHEAST OF CARPENTER, WYOMING, 6-1/2
 MO1035'MILES NORTHEAST OF HEREFORD, COLORADO, IN THE NORTHEAST CORNER
 MO1035'OF SECTION 9, T 12 N, R 61 W, AND ON THE SOUTH ROAD RIGHT-OF-WAY
 MO1035'OF A SECTION LINE ROAD.
 MO1035'
 MO1035'TO REACH THE STATION FROM THE POST OFFICE IN CARPENTER, GO
 MO1035'EAST, NORTH, AND EAST ON STATE SECONDARY 1103 FOR 0.85 MILE TO A
 MO1035'T-JUNCTION.  TURN RIGHT AND GO SOUTH AND EAST ON A PAVED ROAD
 MO1035'FOR 1.9 MILES TO WHERE THE PAVED ROAD CURVES TO THE SOUTH.
 MO1035'CONTINUE EAST ON A GRAVEL ROAD FOR 3.35 MILES TO A SIDE ROAD
 MO1035'ON THE LEFT.  CONTINUE EAST ON THE GRAVEL ROAD FOR 1.8 MILES
 MO1035'TO A SIDE ROAD ON THE RIGHT AND A MAIL BOX ON THE LEFT.  TURN
 MO1035'RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 0.8 MILE TO A SECTION
 MO1035'LINE CROSSROAD.  TURN LEFT AND GO EAST ON A TRACK ROAD FOR
 MO1035'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT, AND ON THE ROAD
 MO1035'RIGHT-OF-WAY.  CONTINUE EAST ON THE TRACK ROAD FOR 0.45
 MO1035'MILE TO THE STATION ON THE RIGHT AND ON THE ROAD
 MO1035'RIGHT-OF-WAY.
 MO1035'
 MO1035'STATION MARKS ARE STANDARD DISKS STAMPED MACK 1963.  THE SURFACE
 MO1035'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO1035'OF THE GROUND.  IT IS 37 FEET SOUTH OF THE CENTER OF THE
 MO1035'TRACK ROAD, 5 FEET NORTHWEST OF A CORNER FENCE POST, 4.5
 MO1035'FEET NORTHEAST OF A METAL WITNESS POST, AND 3.5 FEET NORTH OF
 MO1035'AN EAST-WEST FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MO1035'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1035'
 MO1035'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MACK NO 1 1963,
 MO1035'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 MO1035'ABOVE THE SURFACE OF THE GROUND.  IT IS 95 FEET SOUTH OF
 MO1035'THE CENTER OF THE TRACK ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 MO1035'FENCE.
 MO1035'
 MO1035'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MACK NO 2 1963,
 MO1035'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES
 MO1035'ABOVE THE SURFACE OF THE GROUND.  IT IS 27 FEET SOUTH OF
 MO1035'THE CENTER OF THE TRACK ROAD AND 1 FOOT NORTH OF THE EAST-WEST
 MO1035'FENCE.
 MO1035'
 MO1035'AZIMUTH MARK, A STANDARD DISK STAMPED MACK 1963 IS SET IN
 MO1035'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE
 MO1035'SURFACE OF THE GROUND.  IT IS 26 FEET SOUTH OF THE CENTER
 MO1035'OF THE TRACK ROAD, 3.5 FEET NORTH OF AN EAST-WEST FENCE,
 MO1035'AND 3 FEET NORTH OF A METAL WITNESS POST.
 MO1035'
 MO1035'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0499 ***********************************************************************
 PW0499  DESIGNATION -  MACKENZIE
 PW0499  PID         -  PW0499
 PW0499  STATE/COUNTY-  WY/SHERIDAN
 PW0499  USGS QUAD   -  HULTZ DRAW (1977)
 PW0499
 PW0499                         *CURRENT SURVEY CONTROL
 PW0499  ___________________________________________________________________
 PW0499* NAD 83(1993)-  44 50 33.15769(N)    107 03 39.31542(W)     ADJUSTED  
 PW0499* NAVD 88     -      1339.7    (meters)    4395.     (feet)  VERTCON   
 PW0499  ___________________________________________________________________
 PW0499  LAPLACE CORR-         -12.23  (seconds)                    DEFLEC99
 PW0499  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 PW0499
 PW0499  HORZ ORDER  -  FIRST
 PW0499
 PW0499.The horizontal coordinates were established by classical geodetic methods
 PW0499.and adjusted by the National Geodetic Survey in January 1997..
 PW0499
 PW0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0499
 PW0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0499
 PW0499.The geoid height was determined by GEOID03.
 PW0499
 PW0499;                    North         East     Units Scale Factor Converg.
 PW0499;SPC WYEC     -   582,403.434   421,536.255   MT  0.99994320   +0 11 31.5
 PW0499;UTM  13      - 4,967,525.349   337,123.391   MT  0.99992622   -1 27 13.0
 PW0499
 PW0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0499!SPC WYEC     -   0.99979203  x   0.99994320  =   0.99973524
 PW0499!UTM  13      -   0.99979203  x   0.99992622  =   0.99971826
 PW0499
 PW0499:                Primary Azimuth Mark                     Grid Az
 PW0499:SPC WYEC     -  MACKENZIE AZ MK                          132 00 24.0
 PW0499:UTM  13      -  MACKENZIE AZ MK                          133 39 08.5
 PW0499
 PW0499|---------------------------------------------------------------------|
 PW0499| PID    Reference Object                     Distance      Geod. Az  |
 PW0499|                                                           dddmmss.s |
 PW0499| CQ6120 MACKENZIE AZ MK                                    1321155.5 |
 PW0499| CQ6121 MACKENZIE RM 1                        8.370 METERS 16331     |
 PW0499| CQ6122 MACKENZIE RM 2                        8.592 METERS 26427     |
 PW0499|---------------------------------------------------------------------|
 PW0499
 PW0499                          SUPERSEDED SURVEY CONTROL
 PW0499
 PW0499  NAD 83(1986)-  44 50 33.14310(N)    107 03 39.29466(W) AD(       ) 1
 PW0499  NAD 27      -  44 50 33.24860(N)    107 03 37.03600(W) AD(       ) 1
 PW0499  NGVD 29 (07/19/86) 1338.9    (m)         4393.     (f) VERT ANG       
 PW0499
 PW0499.Superseded values are not recommended for survey control.
 PW0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0499.See file dsdata.txt to determine how the superseded data were derived.
 PW0499
 PW0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3712367525(NAD 83)
 PW0499_MARKER: DS = TRIANGULATION STATION DISK
 PW0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0499
 PW0499  HISTORY     - Date     Condition        Report By
 PW0499  HISTORY     - 1957     MONUMENTED       CGS
 PW0499  HISTORY     - 1958     GOOD             CGS
 PW0499  HISTORY     - 1958     GOOD             CGS
 PW0499
 PW0499                          STATION DESCRIPTION
 PW0499
 PW0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0499'THE STATION IS LOCATED ABOUT 4-3/4 MILES WEST AND 3 MILES NORTH
 PW0499'OF SHERIDAN ON A LOCALLY PROMINENT RIDGE BETWEEN SOLDIER AND
 PW0499'SOUTH DRY CREEKS AND ON FORT MACKENZIE RESERVATION.
 PW0499'
 PW0499'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET AND 5TH
 PW0499'AVENUE IN SHERIDAN, GO WEST ON WEST 5TH STREET 0.15 MILE,
 PW0499'MAKE JOG TO RIGHT 0.05 MILE THEN LEFT ACROSS BRIDGE AND FOLLOW
 PW0499'MAIN ROAD, SURFACED AND GRAVEL, WESTERLY FOR 2.45 MILES TO
 PW0499'THE END OF THE LAST STRETCH OF SURFACED ROAD, CONTINUE
 PW0499'NORTHWESTERLY AND WESTERLY ON THE MAIN TRAVELED ROAD 0.4 MILE
 PW0499'TO AZIMUTH MARK ON RIGHT, CONTINUE 165 MILE TO TRACK ROAD RIGHT
 PW0499'AND WIRE GATE.  TURN RIGHT, PASS THROUGH GATE AND FOLLOW TRACK
 PW0499'ROAD NORTHWESTERLY 1.9 MILES TO TOP OF RIDGE AND THE VOR
 PW0499'STATION ON THE RIGHT, CONTINUE ON TRACK ROAD ABOUT 100 YARDS
 PW0499'THEN TURN LEFT 190 FEET TO STATION.
 PW0499'
 PW0499'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH
 PW0499'SQUARE, CONCRETE POSTS.
 PW0499'
 PW0499'STATION MARKS ARE STAMPED MACKENZIE 1957.  THE SURFACE MARK
 PW0499'PROJECTS 2 INCHES.  IT IS 464 FEET NORTHWEST OF THE NORTHWEST
 PW0499'CORNER OF THE BUILDING HOUSING THE MACHINERY FOR THE VOR STATION,
 PW0499'189 FEET WEST OF THE CENTER OF THE TRACK ROAD.  A 4 IN X 4 IN
 PW0499'WHITE WITNESS POST WAS SET 3 FEET NORTHEAST OF THE STATION.
 PW0499'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 PW0499'31 INCHES BELOW THE GROUND SURFACE.
 PW0499'
 PW0499'REFERENCE MARK 1 PROJECTS 4 INCHES AND IS STAMPED MACKENZIE
 PW0499'NO 1 1957.  IT IS 444 FEET NORTHWEST OF THE NORTHWEST CORNER
 PW0499'OF THE BUILDING, 180 FEET WEST OF THE CENTER OF THE TRACK
 PW0499'ROAD AND 29 FEET SOUTH OF THE WHITE WITNESS POST.
 PW0499'
 PW0499'REFERENCE MARK 2 PROJECTS 6 INCHES AND IS STAMPED MACKENZIE
 PW0499'NO 2 1957.  IT IS 483 FEET NORTHWEST OF THE NORTHWEST CORNER
 PW0499'OF THE BUILDING, 217 FEET WEST OF THE CENTER OF THE TRACK
 PW0499'ROAD AND 31 FEET WEST OF THE WHITE WITNESS POST.
 PW0499'
 PW0499'AZIMUTH MARK PROJECTS 5 INCHES AND IS STAMPED MACKENZIE 1957.
 PW0499'IT IS 92 FEET SOUTHEAST OF A TELEPHONE POLE, 55 FEET EAST OF
 PW0499'THE CENTER OF THE GRAVEL ROAD, 18 FEET WEST OF A PROPERTY LINE
 PW0499'FENCE, 10 WEST OF THE CENTER OF A TRACK ROAD, 1 FOOT NORTHWEST
 PW0499'OF A TELEPHONE POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 PW0499'SET 1 FOOT SOUTH OF THE MARK.
 PW0499
 PW0499                          STATION RECOVERY (1958)
 PW0499
 PW0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 PW0499'THE STATION AND BOTH REFERENCE MARKS ARE BELIEVED COVERED BY THE
 PW0499'FILL FOR THE COUNTERPOISE OF THE C.A.A. VORTAC INSTALLATION.
 PW0499'THE STATION IS SHOWN ON THE TOPOGRAPHIC PLOT OF THE VORTAC BUT
 PW0499'NO ATTEMPT WAS MADE TO DIG FOR IT AS THE INSTALLATION WAS BEING
 PW0499'ORIENTED AND ANY INTERFERENCE WITHIN THE COUNTERPOISE AREA
 PW0499'DISRUPTED THE SIGNAL.
 PW0499'
 PW0499'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PW0499
 PW0499                          STATION RECOVERY (1958)
 PW0499
 PW0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 PW0499'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 PW0499'CONDITION.  A NEW VORTAC IS BEING BUILT NEAR THE STATION TO
 PW0499'REPLACE THE PRESENT VOR.  A REQUEST WAS RECEIVED FROM THE
 PW0499'CONTRACTORS TO LOWER THE REFERENCE MARKS TO GROUND LEVEL.  WHEN
 PW0499'THE STATION WAS RECOVERED THE GROUND HAD BEEN PARTLY LANDSCAPED
 PW0499'AND ONLY R.M. NO. 2 WAS PROJECTING ABOVE THE SURFACE OF THE
 PW0499'GROUND.  THIS MARK WAS DUG UP AND RESET AT ABOUT THE SAME
 PW0499'LOCATION AND THE DISK WAS RESTAMPED NO. 3.  ACCORDING TO
 PW0499'PLANS, AFTER LANDSCAPING IS DONE, THE REFERENCE MARKS SHOULD
 PW0499'BE ABOUT FLUSH WITH THE GROUND AND THE STATION MARK WILL BE
 PW0499'ABOUT 6 OR 8 INCHES BELOW THE SURFACE.
 PW0499'
 PW0499'THE STATION MARK IS 93.7 FEET NORTH-NORTHEAST OF THE EDGE OF
 PW0499'THE ROUND STRUCTURE WHICH HOUSES THE NEW VORTAC.
 PW0499'
 PW0499'R.M. NO. 1 IS 86.1 FEET NORTHEAST OF THE EDGE OF THE ROUND
 PW0499'STRUCTURE.
 PW0499'
 PW0499'R.M. NO. 3 IS 81.7 FEET NORTH OF THE EDGE OF THE ROUND STRUCTURE.
 PW0499'
 PW0499'AT THE TIME THE STATION WAS OCCUPIED THE DOME OF THE VORTAC
 PW0499'HAD NOT BEEN ERECTED.  THE POINT OBSERVED WAS THE CENTER OF
 PW0499'THE HOLE IN THE CENTER OF THE ANTENNA PLATE WHICH WILL COINCIDE
 PW0499'WITH THE CENTER OF THE TOP OF THE DOME.
 PW0499'
 PW0499'TO REACH THE STATION FROM SHERIDAN, FROM THE INTERSECTION OF
 PW0499'NORTH MAIN STREET AND 5TH AVENUE, GO WEST ON 5TH AVENUE 0.15
 PW0499'MILE, MAKE JOG TO RIGHT FOR 0.05 MILE THEN LEFT ACROSS BRIDGE
 PW0499'AND FOLLOW MAIN ROAD WESTERLY FOR 2.45 MILES TO THE END OF
 PW0499'SURFACED ROAD, CONTINUE NORTHWESTERLY AND WESTERLY ON MAIN
 PW0499'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 PW0499'ON MAIN ROAD FOR 2.25 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 PW0499'FOR 0.05 MILE TO FORKS, TAKE RIGHT FORK AND FOLLOW ROAD
 PW0499'NORTHERLY FOR 1.9 MILES TO THE VORTAC AND STATION TO NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0272 ***********************************************************************
 OW0272  DESIGNATION -  MADDEN
 OW0272  PID         -  OW0272
 OW0272  STATE/COUNTY-  WY/FREMONT
 OW0272  USGS QUAD   -  RIVERTON WEST (1978)
 OW0272
 OW0272                         *CURRENT SURVEY CONTROL
 OW0272  ___________________________________________________________________
 OW0272* NAD 83(1993)-  43 03 50.87429(N)    108 22 50.31090(W)     ADJUSTED  
 OW0272* NAVD 88     -      1515.98   (+/-2cm)    4973.7    (feet)  VERTCON   
 OW0272  ___________________________________________________________________
 OW0272  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 OW0272  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 OW0272
 OW0272  HORZ ORDER  -  THIRD
 OW0272  VERT ORDER  -  THIRD ? (See Below)
 OW0272
 OW0272.The horizontal coordinates were established by classical geodetic methods
 OW0272.and adjusted by the National Geodetic Survey in January 1997..
 OW0272
 OW0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0272.The vertical order pertains to the NGVD 29 superseded value.
 OW0272
 OW0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0272
 OW0272.The geoid height was determined by GEOID03.
 OW0272
 OW0272;                    North         East     Units Scale Factor Converg.
 OW0272;SPC WYWC     -   284,844.158   630,084.607   MT  0.99994863   +0 15 07.9
 OW0272;UTM  12      - 4,771,266.670   713,282.516   MT  1.00015964   +1 47 21.2
 OW0272
 OW0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0272!SPC WYWC     -   0.99976452  x   0.99994863  =   0.99971317
 OW0272!UTM  12      -   0.99976452  x   1.00015964  =   0.99992413
 OW0272
 OW0272|---------------------------------------------------------------------|
 OW0272| PID    Reference Object                     Distance      Geod. Az  |
 OW0272|                                                           dddmmss.s |
 OW0272| CP5736 MADDEN RM 2                          14.077 METERS 00549     |
 OW0272| OW0266 RIVERTON STATE PRISON FARM TK       APPROX. 0.9 KM 1244939.6 |
 OW0272| CP5734 MADDEN AZ MK                                       1801303.0 |
 OW0272| CP5735 MADDEN RM 1                          29.998 METERS 29035     |
 OW0272|---------------------------------------------------------------------|
 OW0272
 OW0272                          SUPERSEDED SURVEY CONTROL
 OW0272
 OW0272  NAD 83(1986)-  43 03 50.85932(N)    108 22 50.31485(W) AD(       ) 3
 OW0272  NAD 27      -  43 03 51.01400(N)    108 22 47.94400(W) AD(       ) 3
 OW0272  NGVD 29 (07/19/86) 1514.99   (m)         4970.4    (f) LEVELING    3  
 OW0272
 OW0272.Superseded values are not recommended for survey control.
 OW0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0272.See file dsdata.txt to determine how the superseded data were derived.
 OW0272
 OW0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1328371267(NAD 83)
 OW0272_MARKER: DS = TRIANGULATION STATION DISK
 OW0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0272
 OW0272  HISTORY     - Date     Condition        Report By
 OW0272  HISTORY     - 1936     MONUMENTED       CGS
 OW0272
 OW0272                          STATION DESCRIPTION
 OW0272
 OW0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0272'ABOUT 2.7 MILES NORTH OF RIVERTON, ON EAST SIDE OF
 OW0272'RIVERTON-SHOSHONI HIGHWAY (U.S. HIGHWAY 320), ON OPPOSITE
 OW0272'SIDE OF ROAD FROM LANE LEADING TO MRS. MARY MADDENS HOUSE WHICH
 OW0272'HAS RED ROOF AND IS LOCATED IN COTTONWOOD GROVE, ON HIGHWAY
 OW0272'RIGHT-OF-WAY, 16.7 METERS (55 FEET) EAST OF CENTER LINE OF
 OW0272'HIGHWAY, 3.9 METERS (13 FEET) SOUTH OF CENTER OF SWINGING
 OW0272'WOODEN GATE, AND 1.9 METERS (6 FEET) WEST OF WIRE FENCE.  TO
 OW0272'REACH FROM EAST MAIN STREET IN RIVERTON, FOLLOW U.S. HIGHWAY
 OW0272'320 NORTH 2.7 MILES TO MRS. MARY MADDENS HOUSE ON LEFT AND
 OW0272'STATION ON RIGHT.  SURFACE AND UNDERGROUND MARKS ARE
 OW0272'STANDARD DISKS IN CONCRETE.  REFERENCE AND
 OW0272'AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 OW0272'NO. 1 IS ON WEST SIDE OF HIGHWAY, 11.2 METERS (37 FEET)
 OW0272'WEST OF CENTER LINE OF HIGHWAY, 6.5 METERS (21 FEET) NORTH
 OW0272'OF CENTER LINE OF LANE LEADING WEST INTO MRS. MARY
 OW0272'MADDENS HOUSE, 3.4 METERS (11 FEET) NORTH OF SOUTHEAST
 OW0272'CORNER OF MRS. MADDENS LAWN, AND 1 METER (3 FEET) EAST OF YARD
 OW0272'FENCE, AND 29.998 METERS (98.42 FEET) WEST OF STATION
 OW0272'N 69 DEG 25 MIN W.  NO. 2 IS 17.4 METERS (57 FEET) EAST OF
 OW0272'CENTER LINE OF HIGHWAY, 0.5 METER (2 FEET) WEST OF WIRE
 OW0272'FENCE, 10.0 METERS (33 FEET) NORTH OF CENTER LINE OF
 OW0272'SWINGING WOODEN GATE, AND 14.077 METERS (46.18 FEET) NORTH OF
 OW0272'STATION N 05 DEG 49 MIN E.  AZIMUTH MARK IS ABOUT
 OW0272'2-1/4 MILES NORTH OF RIVERTON, IN SOUTHEAST CORNER OF CROSS-ROAD
 OW0272'INTERSECTION WITH EAST-WEST GRAVEL ROAD, ABOUT 4 YARDS NORTH OF
 OW0272'NORTH SIDE OF WOODEN BRIDGE, 3 FEET EAST OF EAST EDGE OF ROAD,
 OW0272'AND APPROXIMATELY 0.3 MILE FROM STATION S 0 DEG 13 MIN W.
 OW0272'BEARING FROM STATION TO RIVERTON, STATE PRISON
 OW0272'FARM, TANK, IS S 55 DEG 10 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1252 ***********************************************************************
 PY1252  DESIGNATION -  MADISON
 PY1252  PID         -  PY1252
 PY1252  STATE/COUNTY-  WY/TETON
 PY1252  USGS QUAD   -  TRISCHMAN KNOB (1986)
 PY1252
 PY1252                         *CURRENT SURVEY CONTROL
 PY1252  ___________________________________________________________________
 PY1252* NAD 83(1993)-  44 20 22.62014(N)    110 52 36.03610(W)     ADJUSTED  
 PY1252* NAVD 88     -      2622.7    (meters)    8605.     (feet)  VERTCON   
 PY1252  ___________________________________________________________________
 PY1252  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 PY1252  GEOID HEIGHT-          -8.92  (meters)                     GEOID03
 PY1252
 PY1252  HORZ ORDER  -  THIRD
 PY1252
 PY1252.The horizontal coordinates were established by classical geodetic methods
 PY1252.and adjusted by the National Geodetic Survey in January 1997..
 PY1252
 PY1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1252
 PY1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1252
 PY1252.The geoid height was determined by GEOID03.
 PY1252
 PY1252;                    North         East     Units Scale Factor Converg.
 PY1252;SPC WY W     -   526,789.783   736,736.938   MT  0.99998670   -0 33 16.2
 PY1252;UTM  12      - 4,909,601.840   509,830.763   MT  0.99960119   +0 05 10.3
 PY1252
 PY1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1252!SPC WY W     -   0.99959033  x   0.99998670  =   0.99957703
 PY1252!UTM  12      -   0.99959033  x   0.99960119  =   0.99919168
 PY1252
 PY1252:                Primary Azimuth Mark                     Grid Az
 PY1252:SPC WY W     -  STONE                                    140 15 29.7
 PY1252:UTM  12      -  STONE                                    139 37 03.2
 PY1252
 PY1252|---------------------------------------------------------------------|
 PY1252| PID    Reference Object                     Distance      Geod. Az  |
 PY1252|                                                           dddmmss.s |
 PY1252| PY1251 STONE                               APPROX. 9.6 KM 1394213.5 |
 PY1252|---------------------------------------------------------------------|
 PY1252
 PY1252                          SUPERSEDED SURVEY CONTROL
 PY1252
 PY1252  NAD 83(1993)-  44 20 22.61406(N)    110 52 36.03215(W) AD(       ) 3
 PY1252  NAD 83(1986)-  44 20 22.61130(N)    110 52 36.01543(W) AD(       ) 3
 PY1252  NAD 27      -  44 20 22.82789(N)    110 52 33.17850(W) AD(       ) 3
 PY1252  NGVD 29 (07/19/86) 2621.3    (m)         8600.     (f) VERT ANG       
 PY1252
 PY1252.Superseded values are not recommended for survey control.
 PY1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1252.See file dsdata.txt to determine how the superseded data were derived.
 PY1252
 PY1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ0983109602(NAD 83)
 PY1252_MARKER: DD = SURVEY DISK
 PY1252_SETTING: 0 = UNSPECIFIED SETTING
 PY1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1252
 PY1252  HISTORY     - Date     Condition        Report By
 PY1252  HISTORY     - 1955     MONUMENTED       USGS
 PY1252
 PY1252                          STATION DESCRIPTION
 PY1252
 PY1252'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1252'STATION IS LOCATED ABOUT 8.5 MI. (AIRLINE) SSW. OF OLD FAITHFUL,
 PY1252'YELLOWSTONE PARK, WYOMING, AND ABOUT 4 MI. (AIRLINE) W. OF W. END
 PY1252'OF SHOSHONE LAKE, ON A PROMINENT TOP JUST SW. OF MADISON LAKE.
 PY1252'
 PY1252'TO REACH STATION FROM OLD FAITHFUL, GO SE. ON WEST THUMB ROAD FOR 1.6
 PY1252'MI. TO JUNCTION WITH LONE STAR GEYSER ROAD.  GO SW. ON LONE STAR
 PY1252'GEYSER FOR 1.9 MI. TO JUNCTION WITH GRAVEL RD. TO RIGHT.  TAKE
 PY1252'GRAVEL RD. 0.8 MI. TO LONE STAR BASE CAMP AND END OF TRUCK TRAVEL.
 PY1252'FROM THIS POINT TAKE SHOSHONE LAKE TRAIL FOR ABOUT 5 MI. TO JUNCTION
 PY1252'WITH TRAIL ON BECHLER RIVER.  TAKE BECHLER RIVER TRAIL FOR ABOUT 3
 PY1252'MI. TO WHERE TRAIL CROSSES CONTINENTAL DIVIDE.  LEAVE TRAIL AT THIS
 PY1252'POINT AND GO W. ABOUT 1 MI. FOLLOWING RIDGE THAT OVERLOOKS MADISON
 PY1252'LAKE TO THE N.  STATION IS LOCATED ON A PROMINENT TOP AT THIS POINT
 PY1252'JUST SW. OF MADISON LAKE, ON HIGHEST POINT OF THE TOP, ABOUT 1 FT. S.
 PY1252'OF A TREE.
 PY1252'
 PY1252'STATION MARK--STANDARD TABLET, SET IN PIPE PROJECTING ABOUT 0.5 FT.
 PY1252'ABOVE GROUND, AND STAMPED ---MADISON 1955---.
 PY1252'
 PY1252'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0266 ***********************************************************************
 NS0266  DESIGNATION -  MAGNUSON
 NS0266  PID         -  NS0266
 NS0266  STATE/COUNTY-  WY/FREMONT
 NS0266  USGS QUAD   -  MOCCASIN LAKE (1981)
 NS0266
 NS0266                         *CURRENT SURVEY CONTROL
 NS0266  ___________________________________________________________________
 NS0266* NAD 83(1993)-  42 59 42.38895(N)    109 07 23.06137(W)     ADJUSTED  
 NS0266* NAVD 88     -      2894.6    (meters)    9497.     (feet)  VERTCON   
 NS0266  ___________________________________________________________________
 NS0266  LAPLACE CORR-         -22.21  (seconds)                    DEFLEC99
 NS0266  GEOID HEIGHT-          -9.34  (meters)                     GEOID03
 NS0266
 NS0266  HORZ ORDER  -  THIRD
 NS0266
 NS0266.The horizontal coordinates were established by classical geodetic methods
 NS0266.and adjusted by the National Geodetic Survey in January 1997..
 NS0266
 NS0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0266
 NS0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0266
 NS0266.The geoid height was determined by GEOID03.
 NS0266
 NS0266;                    North         East     Units Scale Factor Converg.
 NS0266;SPC WYWC     -   277,177.892   569,578.772   MT  0.99994888   -0 15 15.9
 NS0266;UTM  12      - 4,761,980.816   652,999.356   MT  0.99988798   +1 16 48.7
 NS0266
 NS0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0266!SPC WYWC     -   0.99954772  x   0.99994888  =   0.99949662
 NS0266!UTM  12      -   0.99954772  x   0.99988798  =   0.99943575
 NS0266
 NS0266|---------------------------------------------------------------------|
 NS0266| PID    Reference Object                     Distance      Geod. Az  |
 NS0266|                                                           dddmmss.s |
 NS0266| CP5738 MAGNUSON RM 1                        16.211 METERS 13758     |
 NS0266| CP5739 MAGNUSON RM 2                         5.536 METERS 21815     |
 NS0266| CP5737 MAGNUSON AZ MK                                     2564530.1 |
 NS0266|---------------------------------------------------------------------|
 NS0266
 NS0266                          SUPERSEDED SURVEY CONTROL
 NS0266
 NS0266  NAD 83(1986)-  42 59 42.36157(N)    109 07 23.07118(W) AD(       ) 3
 NS0266  NAD 27      -  42 59 42.52300(N)    109 07 20.59900(W) AD(       ) 3
 NS0266  NGVD 29 (11/06/89) 2893.4    (m)         9493.     (f) VERT ANG       
 NS0266
 NS0266.Superseded values are not recommended for survey control.
 NS0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0266.See file dsdata.txt to determine how the superseded data were derived.
 NS0266
 NS0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN5299961981(NAD 83)
 NS0266_MARKER: DS = TRIANGULATION STATION DISK
 NS0266_SETTING: 66 = SET IN ROCK OUTCROP
 NS0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0266
 NS0266  HISTORY     - Date     Condition        Report By
 NS0266  HISTORY     - 1936     MONUMENTED       CGS
 NS0266  HISTORY     - 1950     GOOD             USGS
 NS0266
 NS0266                          STATION DESCRIPTION
 NS0266
 NS0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0266'ABOUT 12 MILES WEST OF FORT WASHAKIE, ON ROCKY TOP OF FIRST
 NS0266'TIMBERED FOOTHILLS ON EAST SIDE OF WIND RIVER MOUNTAINS, ON
 NS0266'HIGH RIDGE BETWEEN UPPER BRANCHES OF NORTH AND SOUTH FORKS
 NS0266'OF LITTLE WIND RIVER, ABOUT 100 YARDS NORTHWEST OF AND 6
 NS0266'FEET LOWER THAN HIGHEST POINT, ON LIMESTONE OUTCROP.  THERE
 NS0266'ARE SOME LIVE PINES AND MANY DEAD ONES ON RIDGE.  TO REACH FROM
 NS0266'ROAD INTERSECTION JUST EAST OF TRADING POST AND POST OFFICE
 NS0266'IN FORT WASHAKIE, GO WEST ON GRAVEL ROAD THAT PASSES JUST
 NS0266'SOUTH OF POST OFFICE 0.6 MILE TO FORKS WITH STONE CRUSHER IN
 NS0266'CORNER ON RIGHT.  TURN RIGHT ACROSS CREEK AND FOLLOW MAIN
 NS0266'ROAD 4.1 MILES TO DIRT ROAD INTERSECTION.  TURN LEFT ONTO
 NS0266'DIRT ROAD AND GO 1.5 MILES TO FORKS AT CATTLE GUARD.
 NS0266'TAKE LEFT FORK STRAIGHT AHEAD THROUGH CATTLE GUARD AND GO
 NS0266'0.5 MILE TO FORKS.  TAKE RIGHT FORK STRAIGHT AHEAD AND GO 8.9
 NS0266'MILES ON WINDING IMPROVED ROAD THAT IS VERY STEEP FOR
 NS0266'LAST TWO MILES TO SADDLE WHERE TELEPHONE LINE CROSSES ROAD.
 NS0266'AZIMUTH MARK IS ABOUT 150 YARDS NORTHWEST OF THIS POINT.
 NS0266'TURN RIGHT OFF THIS ROAD AND GO EAST UP GRASSY SLOPE ABOUT
 NS0266'200 YARDS TO END OF TRUCK TRAVEL AT EDGE OF TREES WHERE SLOPE
 NS0266'BECOMES VERY STEEP.  CONTINUE UP SLOPE ABOUT 0.15 MILE TO
 NS0266'TOP AND STATION.  STATION MARKED BY STANDARD DISK IN
 NS0266'OUTCROPPING BEDROCK.  REFERENCE MARKS ARE STANDARD DISKS
 NS0266'IN OUTCROPPING BEDROCK.  NO. 1 IS 16.211 METERS
 NS0266'(53.19 FEET) SOUTHEAST OF STATION S 42 DEG 02 MIN E,
 NS0266'AND NO. 2 IS 5.536 METERS (18.16 FEET) SOUTHWEST
 NS0266'S 38 DEG 15 MIN W.  AZIMUTH MARK IS STANDARD DISK
 NS0266'IN BOULDER, ABOUT 150 YARDS NORTHWEST OF POINT
 NS0266'WHERE TELEPHONE LINE CROSSES ROAD, ABOUT 15 YARDS SOUTHWEST OF
 NS0266'ROAD, AND APPROXIMATELY 1/4 MILE WEST-SOUTHWEST FROM STATION
 NS0266'S 76 DEG 46 MIN W.
 NS0266
 NS0266                          STATION RECOVERY (1950)
 NS0266
 NS0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NS0266'RECOVERED BY USGS IN 1950.
 NS0266'
 NS0266'STATION MARK--STANDARD DISK IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0639 ***********************************************************************
 NQ0639  DESIGNATION -  MAGPIE
 NQ0639  PID         -  NQ0639
 NQ0639  STATE/COUNTY-  WY/ALBANY
 NQ0639  USGS QUAD   -  PASS CREEK (1964)
 NQ0639
 NQ0639                         *CURRENT SURVEY CONTROL
 NQ0639  ___________________________________________________________________
 NQ0639* NAD 83(1993)-  42 19 58.47258(N)    105 52 45.73575(W)     ADJUSTED  
 NQ0639* NAVD 88     -      2468.7    (meters)    8099.     (feet)  VERTCON   
 NQ0639  ___________________________________________________________________
 NQ0639  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 NQ0639  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 NQ0639
 NQ0639  HORZ ORDER  -  SECOND
 NQ0639
 NQ0639.The horizontal coordinates were established by classical geodetic methods
 NQ0639.and adjusted by the National Geodetic Survey in January 1997..
 NQ0639
 NQ0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0639
 NQ0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0639
 NQ0639.The geoid height was determined by GEOID03.
 NQ0639
 NQ0639;                    North         East     Units Scale Factor Converg.
 NQ0639;SPC WY E     -   203,799.802   141,264.202   MT  0.99997993   -0 28 47.9
 NQ0639;UTM  13      - 4,687,114.227   427,553.142   MT  0.99966458   -0 35 32.0
 NQ0639
 NQ0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0639!SPC WY E     -   0.99961475  x   0.99997993  =   0.99959468
 NQ0639!UTM  13      -   0.99961475  x   0.99966458  =   0.99927945
 NQ0639
 NQ0639|---------------------------------------------------------------------|
 NQ0639| PID    Reference Object                     Distance      Geod. Az  |
 NQ0639|                                                           dddmmss.s |
 NQ0639| CP9906 MAGPIE RM 1                           5.884 METERS 02434     |
 NQ0639| CP9905 MAGPIE AZ MK                                       1891043.7 |
 NQ0639| CP9907 MAGPIE RM 2                           7.062 METERS 28244     |
 NQ0639|---------------------------------------------------------------------|
 NQ0639
 NQ0639                          SUPERSEDED SURVEY CONTROL
 NQ0639
 NQ0639  NAD 83(1986)-  42 19 58.45795(N)    105 52 45.72462(W) AD(       ) 2
 NQ0639  NAD 27      -  42 19 58.58100(N)    105 52 43.70100(W) AD(       ) 2
 NQ0639  NGVD 29 (07/19/86) 2467.6    (m)         8096.     (f) VERT ANG       
 NQ0639
 NQ0639.Superseded values are not recommended for survey control.
 NQ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0639.See file dsdata.txt to determine how the superseded data were derived.
 NQ0639
 NQ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG2755387114(NAD 83)
 NQ0639_MARKER: DS = TRIANGULATION STATION DISK
 NQ0639_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0639
 NQ0639  HISTORY     - Date     Condition        Report By
 NQ0639  HISTORY     - 1948     MONUMENTED       CGS
 NQ0639
 NQ0639                          STATION DESCRIPTION
 NQ0639
 NQ0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0639'STATION LOCATED IN T. 27 N., R 75 W., ON LOW, BUT PROMINENT
 NQ0639'ROCKY BUTTE, WITH A FEW SCATTERED TREES ON IT, BETWEEN MAGPIE
 NQ0639'AND SHEEP CREEKS, ABOUT 3.0 MILES AIRLINE NORTHWEST OF THE
 NQ0639'OLD MARSHALL POST OFFICE, 2 PACES NORTHWEST OF WHITE WITNESS
 NQ0639'POST, SET 4 INCHES BELOW LEVEL OF GROUND, AND STAMPED, MAGPIE
 NQ0639'1948.
 NQ0639'
 NQ0639'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN STATION, SET
 NQ0639'6 INCHES BELOW LEVEL OF GROUND, AND STAMPED, MAGPIE NO 1 1948.
 NQ0639'
 NQ0639'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN STATION,
 NQ0639'SET 6 INCHES BELOW LEVEL OF GROUND, AND STAMPED, MAGPIE NO 2
 NQ0639'1948.
 NQ0639'
 NQ0639'AZIMUTH MARK IS LOCATED AT THE WEST END OF A MASSIVE ROCK
 NQ0639'FORMATION, 62 PACES EAST OF AND APPROXIMATELY 10 FEET HIGHER
 NQ0639'THAN CENTER LINE OF TRACK ROAD LEADING TO STATION, 9 FEET
 NQ0639'EAST OF A WHITE WITNESS POST, PROJECTS 3 FEET, AND STAMPED,
 NQ0639'MAGPIE 1948.
 NQ0639'
 NQ0639'REACHED FROM MEDICINE BOW BY GOING NORTH ON THE ROAD TO CASPER
 NQ0639'FOR 2.6 MILES TO A FORK.  KEEP RIGHT FORK AND GO 9.5 MILES TO
 NQ0639'A GRADED CROSSROAD.  TURN LEFT AND FOLLOW GRADED ROAD NORTHERLY
 NQ0639'FOR 7.1 MILES TO FORK AND LARGE STONE MONUMENT.  KEEP RIGHT
 NQ0639'FORK AND GO 2.8 MILES TO WOODEN BRIDGE OVER SHEEP CREEK.
 NQ0639'CONTINUE ON ROAD FOR 7.0 MILES TO A CATTLE GUARD.  CONTINUE ON
 NQ0639'ROAD FOR 3.65 MILES TO FORK AND LARGE MAIL BOX, ALSO SIGN
 NQ0639'MEDICINE BOW HOLADAY.  TAKE THE RIGHT FORK AND GO 1.25
 NQ0639'MILE TO A REVERSE Y AND TRACK ROAD LEADING NORTH.  LEAVE
 NQ0639'GRADED ROAD AND FOLLOW TRACK ROAD FOR 0.4 MILE TO A GATE.
 NQ0639'PASS THROUGH AND CONTINUE FOR 0.35 MILE TO FORK.  JUST AFTER
 NQ0639'CROSSING A SMALL CREEK.  TAKE LEFT FORK AND GO 0.95 MILE
 NQ0639'TO GATE.  PASS THROUGH AND GO 0.05 TO FORK IN BOTTOM OF
 NQ0639'DRAW.  TAKE LEFT FORK IN NORTH NORTHEAST DIRECTION AND GO
 NQ0639'0.4 MILE TO A FENCE CORNER ON LEFT AND A DIRT RESERVOIR
 NQ0639'ON RIGHT.  CONTINUE ON ROAD FOR 0.3 MILE TO AZIMUTH MARK
 NQ0639'ON RIGHT AS DESCRIBED ABOVE.  CONTINUE ON ROAD FOR
 NQ0639'0.35 MILE TO DIM FORK IN BOTTOM OF DRAW.  TAKE LEFT FORK AND
 NQ0639'GO 0.3 MILE TO GATE.  PASS THROUGH AND CROSS DRAW, THENCE UP
 NQ0639'DRAW FOR A TOTAL DISTANCE OF 1.0 MILE TO A SPRING, OLD BUILDING
 NQ0639'SITE, GROVE OF TREES AND THE END OF TRUCK TRAVEL.  WITH A FOUR
 NQ0639'WHEEL DRIVE VEHICLE IT IS POSSIBLE TO DRIVE TO STATION,
 NQ0639'BY TURNING LEFT UP SMALL, ROCKY DRAW ABOUT 0.1 MILE BEFORE
 NQ0639'GETTING TO GROVE OF TREES MENTIONED ABOVE, FOLLOW UP DRAW
 NQ0639'TO TOP AND FLATTER GROUND.  TURN RIGHT AND GO ABOUT 0.3
 NQ0639'MILE TO GATE IN FENCE.  PASS THROUGH AND GO TO THE LEFT THROUGH
 NQ0639'SMALL SADDLE.  TURN RIGHT AND FOLLOW UP OPEN RIDGE IN NORTHERLY
 NQ0639'DIRECTION TO HIGHEST POINT.  THENCE LEFT A SHORT DISTANCE TO
 NQ0639'STATION AS DESCRIBED ABOVE.  A FOUR WHEEL DRIVE OR ONE HALF HOUR
 NQ0639'PACK STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0395 ***********************************************************************
 OV0395  DESIGNATION -  MAHOGANY
 OV0395  PID         -  OV0395
 OV0395  STATE/COUNTY-  WY/WASHAKIE
 OV0395  USGS QUAD   -  MAHOGANY BUTTE (1976)
 OV0395
 OV0395                         *CURRENT SURVEY CONTROL
 OV0395  ___________________________________________________________________
 OV0395* NAD 83(1993)-  43 38 29.59675(N)    107 22 19.05575(W)     ADJUSTED  
 OV0395* NAVD 88     -      1967.1    (meters)    6454.     (feet)  VERTCON   
 OV0395  ___________________________________________________________________
 OV0395  LAPLACE CORR-           8.92  (seconds)                    DEFLEC99
 OV0395  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 OV0395
 OV0395  HORZ ORDER  -  FIRST
 OV0395
 OV0395.The horizontal coordinates were established by classical geodetic methods
 OV0395.and adjusted by the National Geodetic Survey in January 1997..
 OV0395
 OV0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0395
 OV0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0395
 OV0395.The geoid height was determined by GEOID03.
 OV0395
 OV0395;                    North         East     Units Scale Factor Converg.
 OV0395;SPC WYEC     -   448,926.122   396,883.512   MT  0.99993762   -0 01 36.0
 OV0395;UTM  13      - 4,834,796.170   308,686.398   MT  1.00005022   -1 38 15.0
 OV0395
 OV0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0395!SPC WYEC     -   0.99969341  x   0.99993762  =   0.99963105
 OV0395!UTM  13      -   0.99969341  x   1.00005022  =   0.99974361
 OV0395
 OV0395:                Primary Azimuth Mark                     Grid Az
 OV0395:SPC WYEC     -  MINE                                     156 54 21.2
 OV0395:UTM  13      -  MINE                                     158 31 00.2
 OV0395
 OV0395|---------------------------------------------------------------------|
 OV0395| PID    Reference Object                     Distance      Geod. Az  |
 OV0395|                                                           dddmmss.s |
 OV0395| OV0402 MINE                                APPROX.23.9 KM 1565245.2 |
 OV0395| CP5740 MAHOGANY RM 1                                      25131     |
 OV0395| CP5741 MAHOGANY RM 2                                      32154     |
 OV0395|---------------------------------------------------------------------|
 OV0395
 OV0395                          SUPERSEDED SURVEY CONTROL
 OV0395
 OV0395  NAD 83(1986)-  43 38 29.57958(N)    107 22 19.04710(W) AD(       ) 1
 OV0395  NAD 27      -  43 38 29.72800(N)    107 22 16.78500(W) AD(       ) 1
 OV0395  NGVD 29 (09/08/93) 1966.3    (m)         6451.     (f) VERT ANG       
 OV0395
 OV0395.Superseded values are not recommended for survey control.
 OV0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0395.See file dsdata.txt to determine how the superseded data were derived.
 OV0395
 OV0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ0868634796(NAD 83)
 OV0395_MARKER: DD = SURVEY DISK
 OV0395_SETTING: 66 = SET IN ROCK OUTCROP
 OV0395_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OV0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0395+STABILITY: POSITION/ELEVATION WELL
 OV0395
 OV0395  HISTORY     - Date     Condition        Report By
 OV0395  HISTORY     - 1904     MONUMENTED       USGS
 OV0395  HISTORY     - 1938     GOOD             USGS
 OV0395  HISTORY     - 1966     GOOD             USGS
 OV0395
 OV0395                          STATION DESCRIPTION
 OV0395
 OV0395'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (PLB)
 OV0395'LOCATED ON THE HIGHEST POINT OF MAHOGANY BUTTE AT DEEDERS
 OV0395'RANCH, 4.0 MILES NE OF ORCHARDS STORE IN NOWOOD.
 OV0395'
 OV0395'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 OV0395'HOLE IN OUTCROPPING BEDROCK.  REFERENCE
 OV0395'MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 OV0395'AZIMUTH MARK IS A STANDARD BRONZE
 OV0395'DISK SET IN CONCRETE.
 OV0395'
 OV0395'REACHED FROM ORCHARDS STORE IN NOWOOD, BY GOING NE ON THE
 OV0395'MAIN GRADED ROAD FOR 5.2 MILES TO DEEDERS RANCH ON THE LEFT,
 OV0395'AT THE N END OF NARROW CANYON.  (STATION IS ON THE HIGHEST BUTTE,
 OV0395'JUST S OF, AND ABOUT 0.25 MILE STRAIGHT UP FROM DEEDERS RANCH
 OV0395'HOUSE).  CONTINUE ON MAIN ROAD FROM DEEDERS FOR 3.1 MILE TO A
 OV0395'WIRE GATE AT LARGE MAIL BOX ON THE RIGHT SIDE OF THE ROAD,
 OV0395'JUST BEFORE REACHING A YELLOW SCHOOLHOUSE, (BEEBE RANCH).
 OV0395'TURN RIGHT THROUGH WIRE GATE AND GO 0.35 MILE TO A DIM FORK
 OV0395'TO THE RIGHT, TURN RIGHT, S, ON DIM FORK AND GO 0.5 MILE TO
 OV0395'A WIRE GATE.  CONTINUE ON THE MAIN-TRAVELED ROAD TO THE E
 OV0395'AND S FOR 0.5 MILE TO SHEEP CORRAL.  (HERE THE
 OV0395'MAIN-TRAVELED ROAD TURNS LEFT THROUGH A GATE) KEEP STRAIGHT
 OV0395'AHEAD S, ALONG E SIDE OF CORRAL ON DIM ROAD FOR 4.0 MILES
 OV0395'TO TOP OF HIGH RIDGE AND WIRE GATE.  THEN TAKE THE RIGHT
 OV0395'FORK, W, JUST AFTER PASSING THROUGH GATE AND GO 0.2 MILE TO
 OV0395'A SHEEP CORRAL AND A SMALL SHACK ON THE TOP OF HILL.  GO
 OV0395'THROUGH WIRE GATE TO RIGHT OF SHACK, AND FOLLOW DIM ROAD
 OV0395'W AND NW FOR 2.5 MILES UNTIL ROAD DISAPPEARS ON GRASSY
 OV0395'RIDGE.  (AZIMUTH HERE).  JUST AFTER CLIMBING OUT OF STEEP
 OV0395'WASH WHERE ROAD ENDS, SWING RIGHT ALONG THE HIGHEST PART OF
 OV0395'RIDGE, THROUGH A SADDLE, TO THE BRUSHY PEAK ABOUT 1.5
 OV0395'MILES NW AND STATION.  THE PEAK IS COVERED WITH BRUSH,
 OV0395'WITH SCATTERED OPEN SPACES, AND BY FOLLOWING THESE OPEN SPACES,
 OV0395'AND STAYING ON THE N SLOPE NEAR THE TOP, A TRUCK CAN BE
 OV0395'DRIVEN TO A POINT WITHIN ABOUT 0.25 MILE TO THE STATION,
 OV0395'AND ABOUT 150 ELEVATION OF THE HIGHEST POINT AND
 OV0395'STATION.  ABOUT A 5 MINUTE PACK.
 OV0395'
 OV0395'STATION MARK IS A STANDARD U.S.G.S. DISK SET IN A DRILL HOLE
 OV0395'IN OUTCROPPING BEDROCK.
 OV0395
 OV0395                          STATION RECOVERY (1966)
 OV0395
 OV0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OV0395'STATION MARK--STANDARD USGS TABLET, SET IN DRILL HOLE, IN ROCK
 OV0395'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AI5647 ***********************************************************************
 AI5647  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI5647  DESIGNATION -  MAMMOTH WYOMING CORS ARP
 AI5647  CORS_ID     -  MAWY
 AI5647  PID         -  AI5647
 AI5647  STATE/COUNTY-  WY/PARK
 AI5647  USGS QUAD   -  MAMMOTH (1986)
 AI5647
 AI5647                         *CURRENT SURVEY CONTROL
 AI5647  ___________________________________________________________________
 AI5647* NAD 83(CORS)-  44 58 24.31899(N)    110 41 21.43403(W)     ADJUSTED  
 AI5647* NAVD 88     -      1833.5    (meters)    6015.     (feet)  GPS OBS   
 AI5647  ___________________________________________________________________
 AI5647  EPOCH DATE  -        2002.00
 AI5647  X           -  -1,597,258.384 (meters)                     COMP
 AI5647  Y           -  -4,229,413.060 (meters)                     COMP
 AI5647  Z           -   4,486,549.165 (meters)                     COMP
 AI5647  ELLIP HEIGHT-        1824.89  (meters)          (03/??/02) GPS OBS
 AI5647  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 AI5647
 AI5647  HORZ ORDER  -  SPECIAL (CORS)
 AI5647  ELLP ORDER  -  SPECIAL (CORS)
 AI5647
 AI5647.ITRF positions are available for this station.
 AI5647.The coordinates were established by GPS observations
 AI5647.and adjusted by the National Geodetic Survey in March 2002..
 AI5647.The coordinates are valid at the epoch date displayed above.
 AI5647.The epoch date for horizontal control is a decimal equivalence
 AI5647.of Year/Month/Day.
 AI5647
 AI5647.The orthometric height was determined by GPS observations and a
 AI5647.high-resolution geoid model.
 AI5647
 AI5647.The PID for the CORS L1 Phase Center is DH8010.
 AI5647
 AI5647.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI5647
 AI5647.The ellipsoidal height was determined by GPS observations
 AI5647.and is referenced to NAD 83.
 AI5647
 AI5647.The geoid height was determined by GEOID03.
 AI5647
 AI5647;                    North         East     Units Scale Factor Converg.
 AI5647;SPC WYWC     -   498,740.931   447,032.155   MT  1.00022513   -1 22 15.3
 AI5647
 AI5647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5647!SPC WYWC     -   0.99971396  x   1.00022513  =   0.99993903
 AI5647
 AI5647                          SUPERSEDED SURVEY CONTROL
 AI5647
 AI5647  NAD 83(CORS)-  44 58 24.31845(N)    110 41 21.43411(W) AD(1997.00) c
 AI5647  ELLIP H (06/??/00) 1824.87   (m)                       GP(1997.00) c c
 AI5647
 AI5647.Superseded values are not recommended for survey control.
 AI5647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5647.See file dsdata.txt to determine how the superseded data were derived.
 AI5647
 AI5647_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ2450080045(NAD 83)
 AI5647_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI5647
 AI5647                          STATION DESCRIPTION
 AI5647
 AI5647'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI5647'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI5647'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI5647'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI5647'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI5647'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH8010 ***********************************************************************
 DH8010  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8010  DESIGNATION -  MAMMOTH WYOMING CORS L1 PHASE CENTER
 DH8010  CORS_ID     -  MAWY
 DH8010  PID         -  DH8010
 DH8010  STATE/COUNTY-  WY/PARK
 DH8010  USGS QUAD   -  MAMMOTH (1986)
 DH8010
 DH8010                         *CURRENT SURVEY CONTROL
 DH8010  ___________________________________________________________________
 DH8010* NAD 83(CORS)-  44 58 24.31902(N)    110 41 21.43394(W)     ADJUSTED  
 DH8010* NAVD 88     -                                                        
 DH8010  ___________________________________________________________________
 DH8010  EPOCH DATE  -        2002.00
 DH8010  X           -  -1,597,258.409 (meters)                     COMP
 DH8010  Y           -  -4,229,413.133 (meters)                     COMP
 DH8010  Z           -   4,486,549.243 (meters)                     COMP
 DH8010  ELLIP HEIGHT-        1825.00  (meters)          (03/??/02) GPS OBS
 DH8010  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 DH8010
 DH8010  HORZ ORDER  -  SPECIAL (CORS)
 DH8010  ELLP ORDER  -  SPECIAL (CORS)
 DH8010
 DH8010.ITRF positions are available for this station.
 DH8010.The coordinates were established by GPS observations
 DH8010.and adjusted by the National Geodetic Survey in March 2002..
 DH8010.The coordinates are valid at the epoch date displayed above.
 DH8010.The epoch date for horizontal control is a decimal equivalence
 DH8010.of Year/Month/Day.
 DH8010
 DH8010
 DH8010.The PID for the CORS ARP is AI5647.
 DH8010
 DH8010.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8010
 DH8010.The ellipsoidal height was determined by GPS observations
 DH8010.and is referenced to NAD 83.
 DH8010
 DH8010.The geoid height was determined by GEOID03.
 DH8010
 DH8010;                    North         East     Units Scale Factor Converg.
 DH8010;SPC WYWC     -   498,740.932   447,032.157   MT  1.00022513   -1 22 15.3
 DH8010
 DH8010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8010!SPC WYWC     -   0.99971395  x   1.00022513  =   0.99993901
 DH8010
 DH8010                          SUPERSEDED SURVEY CONTROL
 DH8010
 DH8010  NAD 83(CORS)-  44 58 24.31848(N)    110 41 21.43402(W) AD(1997.00) c
 DH8010  ELLIP H (06/??/00) 1824.98   (m)                       GP(1997.00) c c
 DH8010
 DH8010.Superseded values are not recommended for survey control.
 DH8010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8010.See file dsdata.txt to determine how the superseded data were derived.
 DH8010
 DH8010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ2450080045(NAD 83)
 DH8010_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8010
 DH8010                          STATION DESCRIPTION
 DH8010
 DH8010'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8010'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH8010'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8010'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8010'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8010'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0304 ***********************************************************************
 PX0304  DESIGNATION -  MANDER
 PX0304  PID         -  PX0304
 PX0304  STATE/COUNTY-  WY/BIG HORN
 PX0304  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0304
 PX0304                         *CURRENT SURVEY CONTROL
 PX0304  ___________________________________________________________________
 PX0304* NAD 83(1993)-  44 16 52.45446(N)    108 02 28.53298(W)     ADJUSTED  
 PX0304* NAVD 88     -      1246.989  (meters)    4091.16   (feet)  ADJUSTED  
 PX0304  ___________________________________________________________________
 PX0304  X           -  -1,416,760.757 (meters)                     COMP
 PX0304  Y           -  -4,349,680.990 (meters)                     COMP
 PX0304  Z           -   4,431,378.865 (meters)                     COMP
 PX0304  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 PX0304  ELLIP HEIGHT-        1233.89  (meters)          (02/28/01) GPS OBS
 PX0304  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 PX0304  DYNAMIC HT  -        1246.429 (meters)    4089.33  (feet)  COMP
 PX0304  MODELED GRAV-     980,127.1   (mgal)                       NAVD 88
 PX0304  OBS GRAVITY -     980,127.4   (mgal)                       GRAV_OBS
 PX0304
 PX0304  HORZ ORDER  -  A
 PX0304  VERT ORDER  -  FIRST     CLASS II
 PX0304  ELLP ORDER  -  SECOND    CLASS I
 PX0304
 PX0304.The horizontal coordinates were established by GPS observations
 PX0304.and adjusted by the National Geodetic Survey in February 2001..
 PX0304
 PX0304.The orthometric height was determined by differential leveling
 PX0304.and adjusted by the National Geodetic Survey in June 1991..
 PX0304
 PX0304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PX0304
 PX0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0304
 PX0304.The ellipsoidal height was determined by GPS observations
 PX0304.and is referenced to NAD 83.
 PX0304
 PX0304.The geoid height was determined by GEOID03.
 PX0304
 PX0304.The dynamic height is computed by dividing the NAVD 88
 PX0304.geopotential number by the normal gravity value computed on the
 PX0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0304.degrees latitude (g = 980.6199 gals.).
 PX0304
 PX0304.The modeled gravity was interpolated from observed gravity values.
 PX0304.The observed gravity was obtained from relative gravimeter ties
 PX0304.to the IGSN71 gravity network.
 PX0304
 PX0304;                    North         East     Units Scale Factor Converg.
 PX0304;SPC WYEC     -   520,240.789   343,492.353   MT  0.99997676   -0 29 39.4
 PX0304;UTM  12      - 4,907,368.005   736,093.808   MT  1.00028557   +2 04 00.1
 PX0304;UTM  13      - 4,907,608.942   257,321.453   MT  1.00032435   -2 07 27.8
 PX0304
 PX0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0304!SPC WYEC     -   0.99980656  x   0.99997676  =   0.99978333
 PX0304!UTM  12      -   0.99980656  x   1.00028557  =   1.00009208
 PX0304!UTM  13      -   0.99980656  x   1.00032435  =   1.00013085
 PX0304
 PX0304|---------------------------------------------------------------------|
 PX0304| PID    Reference Object                     Distance      Geod. Az  |
 PX0304|                                                           dddmmss.s |
 PX0304| CQ6126 MANDER RM 1                          13.686 METERS 11342     |
 PX0304| CQ6127 MANDER RM 2                          16.860 METERS 24358     |
 PX0304| PX0302 MANDER AZ MK                                       3514511.6 |
 PX0304|---------------------------------------------------------------------|
 PX0304
 PX0304                          SUPERSEDED SURVEY CONTROL
 PX0304
 PX0304  NAD 83(1993)-  44 16 52.45380(N)    108 02 28.53555(W) AD(       ) 1
 PX0304  NAD 83(1986)-  44 16 52.44198(N)    108 02 28.53220(W) AD(       ) 1
 PX0304  NAD 27      -  44 16 52.59430(N)    108 02 26.17500(W) AD(       ) 1
 PX0304  NAVD 88 (02/28/01) 1246.99   (m)         4091.2    (f) LEVELING    3  
 PX0304  NGVD 29 (06/08/92) 1246.171  (m)         4088.48   (f) ADJUSTED    1 2
 PX0304
 PX0304.Superseded values are not recommended for survey control.
 PX0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0304.See file dsdata.txt to determine how the superseded data were derived.
 PX0304
 PX0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ3609407368(NAD 83)
 PX0304_MARKER: DS = TRIANGULATION STATION DISK
 PX0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0304_SP_SET: CONCRETE POST
 PX0304_STAMPING: MANDER 1957
 PX0304_MARK LOGO: CGS   
 PX0304_PROJECTION: PROJECTING 15 CENTIMETERS
 PX0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0304+STABILITY: SURFACE MOTION
 PX0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0304+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1999
 PX0304
 PX0304  HISTORY     - Date     Condition        Report By
 PX0304  HISTORY     - 1957     MONUMENTED       CGS
 PX0304  HISTORY     - 1982     GOOD             NGS
 PX0304  HISTORY     - 19990708 GOOD             GROSCH
 PX0304
 PX0304                          STATION DESCRIPTION
 PX0304
 PX0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0304'STATION IS ABOUT 7 MILES SOUTH OF BASIN, 3 MILES WEST AND
 PX0304'1 MILE NORTH OF MANDERSON AND ON A SMALL RISE ON THE WEST
 PX0304'SIDE OF U.S. HIGHWAY 20.
 PX0304'
 PX0304'TO REACH FROM BASIN POST OFFICE, GO SOUTHERLY ON U.S. HIGHWAY
 PX0304'20 FOR 6.6 MILES TO A SIDE ROAD LEFT, WIRE GATE AND AZIMUTH
 PX0304'MARK ON LEFT.  CONTINUE SOUTH ON HIGHWAY FOR 0.8 MILE TO A WIRE
 PX0304'GATE ON EITHER SIDE OF HIGHWAY.  TURN RIGHT, PASSING THROUGH
 PX0304'WIRE GATE, AND FOLLOW GRAVEL ROAD WEST FOR 0.05 MILE, THENCE
 PX0304'RIGHT, LEAVING ROAD, FOR ABOUT 0.15 MILE TO TOP OF SMALL RISE
 PX0304'AND STATION.
 PX0304'
 PX0304'STATION MARKS ARE STANDARD DISKS, STAMPED MANDER 1957.  THE
 PX0304'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE WHICH
 PX0304'IS 30 INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET
 PX0304'IN THE TOP OF A 12 INCH, SQUARE, CONCRETE POST WHICH PROJECTS
 PX0304'6 INCHES.  IT IS 453 FEET SOUTHEAST OF A TRANSMISSION LINE POLE,
 PX0304'116 FEET WEST OF A NORTH-SOUTH RIGHT-OF-WAY FENCE.  A 4 IN X 4
 PX0304'IN WHITE WITNESS POST WAS SET 4 FEET EAST OF THE MARK.
 PX0304'
 PX0304'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MANDER NO 1 1957.
 PX0304'IT IS SET IN THE TOP OF A 12 INCH, SQUARE, CONCRETE POST
 PX0304'WHICH PROJECTS 6 INCHES.
 PX0304'
 PX0304'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MANDER NO 2
 PX0304'19579 IT IS SET IN THE TOP OF A 12 INCH, SQUARE, CONCRETE
 PX0304'POST WHICH PROJECTS 6 INCHES.
 PX0304'
 PX0304'AZIMUTH MARK IS A STANDARD DISK, STAMPED MANDER 1957.  IT IS
 PX0304'SET IN THE TOP OF A 12 INCH, SQUARE, CONCRETE POST WHICH
 PX0304'PROJECTS 6 INCHES.  IT IS 148 FEET EAST OF HIGHWAY CENTER,
 PX0304'45 FEET NORTH OF A TELEPHONE POLE, 10 FEET SOUTH OF THE SOUTH GATE
 PX0304'POST AND 3 FEET WEST OF A NORTH-SOUTH RIGHT-OF-WAY FENCE.  A
 PX0304'4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET NORTHEAST OF THE
 PX0304'MARK.
 PX0304
 PX0304                          STATION RECOVERY (1982)
 PX0304
 PX0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0304'37.4 KM (23.25 MI) NORT FROM WORLAND.
 PX0304'37.4 KM (23.25 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PX0304'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.2 KM (0.1
 PX0304'MI) NORTH OF THE INTERSECTION OF ELK CREEK ROAD, 81.1 METERS (266.1
 PX0304'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 35.4 METERS (116.1 FT) WEST
 PX0304'OF A FENCE, 33.0 METERS (108.3 FT) EAST OF THE SOUTHEAST CORNER OF A
 PX0304'CHAIN LINK FENCE AND 13.7 METERS (44.9 FT) WEST-NORTHWEST OF REFERENCE
 PX0304'MARK 1.
 PX0304'THE MARK IS 1.2 METERS  W FROM A WITNESS POST.
 PX0304'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
 PX0304
 PX0304                          STATION RECOVERY (1999)
 PX0304
 PX0304'RECOVERY NOTE BY P E GROSCH CONSTRUCTION INCORPORATED 1999 (BWF)
 PX0304'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION IS AS FOLLOWS.  THE
 PX0304'STATION IS LOCATED 23.25 MI (37.42 KM) (ALONG U.S.  HWY 20) NORTH OF
 PX0304'WORLAND AND 7 MI (11.3 KM) SOUTH OF BASIN IN NE 1/4, NW 1/4, SEC 28
 PX0304'T50N R93W.  OWNERSHIP--PUBLIC LANDS.  TO REACH THE STATION FROM THE
 PX0304'INTERSECTION OF U.S.  HWY 20, U.S.  HWY 16 AND STATE HWY 789, GO
 PX0304'NORTHERLY ALONG U.S.  HWY 20 FOR 23.25 MI (37.42 KM) TO ELK CREEK ROAD
 PX0304'ON THE LEFT, TURN LEFT ON ELK CREEK ROAD AND PROCEED FOR 0.1 MI (0.2
 PX0304'KM) THEN TURN RIGHT ON A DIRT PIPELINE ROAD AND PROCEED FOR 0.1 MI
 PX0304'(0.2 KM) THEN TURN RIGHT ON A TWO TRACK ROAD AND PROCEED 0.05 MI (0.08
 PX0304'KM) TO THE STATION ON THE TOP OF A SMALL RISE.  THE STATION MARK IS A
 PX0304'CGS TRIANGULATION STATION DISK SET IN THE TOP OF A 12 INCH SQUARE
 PX0304'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND LEVEL.  IT IS, 266.1 FT
 PX0304'(81.1 M) WEST OF THE CENTERLINE OF U.S.  HWY 20, 108.3 FT (33.0 M)
 PX0304'EAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE, 44.9 FT (13.7 M)
 PX0304'WEST-NORTHWEST OF REFERENCE MARK NO.1.  DESCRIBED BY B.W. FREDERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0302 ***********************************************************************
 PX0302  DESIGNATION -  MANDER AZ MK
 PX0302  PID         -  PX0302
 PX0302  STATE/COUNTY-  WY/BIG HORN
 PX0302  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0302
 PX0302                         *CURRENT SURVEY CONTROL
 PX0302  ___________________________________________________________________
 PX0302* NAD 83(1986)-  44 17 28.     (N)    108 02 35.     (W)     SCALED    
 PX0302* NAVD 88     -      1227.887  (meters)    4028.49   (feet)  ADJUSTED  
 PX0302  ___________________________________________________________________
 PX0302  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 PX0302  DYNAMIC HT  -        1227.339 (meters)    4026.69  (feet)  COMP
 PX0302  MODELED GRAV-     980,129.8   (mgal)                       NAVD 88
 PX0302
 PX0302  VERT ORDER  -  FIRST     CLASS II
 PX0302
 PX0302.The horizontal coordinates were scaled from a topographic map and have
 PX0302.an estimated accuracy of +/- 6 seconds.
 PX0302
 PX0302.The orthometric height was determined by differential leveling
 PX0302.and adjusted by the National Geodetic Survey in June 1991..
 PX0302
 PX0302.The geoid height was determined by GEOID03.
 PX0302
 PX0302.The dynamic height is computed by dividing the NAVD 88
 PX0302.geopotential number by the normal gravity value computed on the
 PX0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0302.degrees latitude (g = 980.6199 gals.).
 PX0302
 PX0302.The modeled gravity was interpolated from observed gravity values.
 PX0302
 PX0302;                    North         East    Units  Estimated Accuracy
 PX0302;SPC WYEC     -   521,340.      343,360.      MT  (+/- 180 meters Scaled)
 PX0302
 PX0302                          SUPERSEDED SURVEY CONTROL
 PX0302
 PX0302  NGVD 29 (06/08/92) 1227.070  (m)         4025.81   (f) ADJUSTED    1 2
 PX0302
 PX0302.Superseded values are not recommended for survey control.
 PX0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0302.See file dsdata.txt to determine how the superseded data were derived.
 PX0302
 PX0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ359084(NAD 83)
 PX0302_MARKER: DZ = AZIMUTH MARK DISK
 PX0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0302_SP_SET: CONCRETE POST
 PX0302_STAMPING: MANDER 1957
 PX0302_MARK LOGO: CGS   
 PX0302_PROJECTION: PROJECTING 10 CENTIMETERS
 PX0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0302+STABILITY: SURFACE MOTION
 PX0302
 PX0302  HISTORY     - Date     Condition        Report By
 PX0302  HISTORY     - 1957     MONUMENTED       CGS
 PX0302  HISTORY     - 1982     GOOD             NGS
 PX0302
 PX0302                          STATION DESCRIPTION
 PX0302
 PX0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0302'38.5 KM (23.9 MI) NORTH FROM WORLAND.
 PX0302'38.5 KM (23.9 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PX0302'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 45.1 METERS
 PX0302'(148.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.5 METERS (18.0 FT)
 PX0302'SOUTH OF THE CENTER OF A DRIVEWAY LEADING EAST, 0.9 METER (3.0 FT)
 PX0302'WEST OF A FENCE AND 0.6 METER (2.0 FT) SOUTHWEST OF A WOODEN WITNESS
 PX0302'POST.
 PX0302'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PX0302'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0549 ***********************************************************************
 PW0549  DESIGNATION -  MANDER F 3
 PW0549  PID         -  PW0549
 PW0549  STATE/COUNTY-  WY/BIG HORN
 PW0549  USGS QUAD   -  MANDERSON (1978)
 PW0549
 PW0549                         *CURRENT SURVEY CONTROL
 PW0549  ___________________________________________________________________
 PW0549* NAD 83(1993)-  44 19 28.64606(N)    107 57 33.52415(W)     ADJUSTED  
 PW0549* NAVD 88     -      1353.     (meters)    4439.     (feet)  SCALED    
 PW0549  ___________________________________________________________________
 PW0549  LAPLACE CORR-          11.82  (seconds)                    DEFLEC99
 PW0549  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 PW0549
 PW0549  HORZ ORDER  -  SECOND
 PW0549
 PW0549.The horizontal coordinates were established by classical geodetic methods
 PW0549.and adjusted by the National Geodetic Survey in January 1997..
 PW0549
 PW0549.The orthometric height was scaled from a topographic map.
 PW0549
 PW0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0549
 PW0549.The geoid height was determined by GEOID03.
 PW0549
 PW0549;                    North         East     Units Scale Factor Converg.
 PW0549;SPC WYEC     -   525,008.366   350,070.266   MT  0.99996815   -0 26 14.6
 PW0549;UTM  13      - 4,912,188.920   264,034.604   MT  1.00028481   -2 04 07.3
 PW0549;UTM  12      - 4,912,426.529   742,454.144   MT  1.00032300   +2 07 32.3
 PW0549
 PW0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0549!SPC WYEC     -   0.99978991  x   0.99996815  =   0.99975807
 PW0549!UTM  13      -   0.99978991  x   1.00028481  =   1.00007466
 PW0549!UTM  12      -   0.99978991  x   1.00032300  =   1.00011284
 PW0549
 PW0549:                Primary Azimuth Mark                     Grid Az
 PW0549:SPC WYEC     -  MCDONALD                                 341 11 57.5
 PW0549:UTM  13      -  MCDONALD                                 342 49 50.2
 PW0549:UTM  12      -  MCDONALD                                 338 38 10.6
 PW0549
 PW0549|---------------------------------------------------------------------|
 PW0549| PID    Reference Object                     Distance      Geod. Az  |
 PW0549|                                                           dddmmss.s |
 PW0549| PX0518 MCDONALD                            APPROX.30.4 KM 3404542.9 |
 PW0549|---------------------------------------------------------------------|
 PW0549
 PW0549                          SUPERSEDED SURVEY CONTROL
 PW0549
 PW0549  NAD 83(1986)-  44 19 28.63340(N)    107 57 33.52043(W) AD(       ) 2
 PW0549  NAD 27      -  44 19 28.78220(N)    107 57 31.17240(W) AD(       ) 2
 PW0549
 PW0549.Superseded values are not recommended for survey control.
 PW0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0549.See file dsdata.txt to determine how the superseded data were derived.
 PW0549
 PW0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK6403512189(NAD 83)
 PW0549_MARKER: I = METAL ROD
 PW0549_SETTING: 0 = UNSPECIFIED SETTING
 PW0549_STAMPING: MANDER F-3
 PW0549_MARK LOGO: USGS  
 PW0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0549
 PW0549  HISTORY     - Date     Condition        Report By
 PW0549  HISTORY     - 1896     MONUMENTED       USGS
 PW0549  HISTORY     - 1898     GOOD             CGS
 PW0549  HISTORY     - 1899     GOOD             CGS
 PW0549  HISTORY     - 1957     GOOD             CGS
 PW0549
 PW0549                          STATION DESCRIPTION
 PW0549
 PW0549'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PW0549'ABOUT 4 MI. SE. OF BASIN CITY POST OFFICE, ON A LOW RIM ROCK FORMING
 PW0549'THE S. MARGIN OF A BADLAND GULCH WHICH EMPTIES INTO THE BIG HORN
 PW0549'RIVER ABOUT 1 MI. S. OF BASIN CITY, 3 MI. NE. OF THE JUNCTION OF
 PW0549'NOWOOD CREEK AND BIG HORN RIVER.
 PW0549'
 PW0549'STATION MARK--IRON BOLT DRIVEN IN SAND ROCK, ABOVE WHICH IS A ROCK
 PW0549'CAIRN 4 FT. IN DIAMETER AND 4 FT. IN HEIGHT.
 PW0549
 PW0549                          STATION RECOVERY (1898)
 PW0549
 PW0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1898
 PW0549'RECOVERED.
 PW0549
 PW0549                          STATION RECOVERY (1899)
 PW0549
 PW0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1899
 PW0549'RECOVERED.
 PW0549
 PW0549                          STATION RECOVERY (1957)
 PW0549
 PW0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0549'STATION IS ABOUT 3-1/2 MILES NORTH AND 1 MILE EAST OF MANDERSON,
 PW0549'4 MILES SOUTH AND 4-1/2 MILES EAST OF BASIN, ON THE HIGHEST
 PW0549'POINT OF A ROCKY RIDGE THAT FORMS THE SOUTH BANK OF A GULCH THAT
 PW0549'EMPTIES INTO THE BIG HORN RIVER ABOUT 1 MILE SOUTH OF BASIN.
 PW0549'THE MARK IS AN IRON STRAP SET IN SOLID ROCK AND SURROUNDED BY A
 PW0549'6 FT X 7 FT CAIRN.  A 1-INCH GALVANIZED IRON PIPE WAS FOUND
 PW0549'PLACED OVER THE TOP OF THE STRAP.  ATTACHED TO THE PIPE WAS
 PW0549'A TAG, STAMPED---MANDER F-3---, THE PIPE WAS LOOSE AND WAS REMOVED
 PW0549'AND THE DISTANCE AND THE DIRECTION WAS MEASURED TO THE CENTER
 PW0549'OF THE TOP OF THE STRAP.
 PW0549'
 PW0549'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MANDERSON
 PW0549'AND THE DISTANCE WAS FOUND TO BE 4.918 METERS OR 16.13 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0548 ***********************************************************************
 PW0548  DESIGNATION -  MANDERSON
 PW0548  PID         -  PW0548
 PW0548  STATE/COUNTY-  WY/BIG HORN
 PW0548  USGS QUAD   -  MANDERSON (1978)
 PW0548
 PW0548                         *CURRENT SURVEY CONTROL
 PW0548  ___________________________________________________________________
 PW0548* NAD 83(1993)-  44 19 28.49459(N)    107 57 33.59299(W)     ADJUSTED  
 PW0548* NAVD 88     -      1352.6    (meters)    4438.     (feet)  VERTCON   
 PW0548  ___________________________________________________________________
 PW0548  LAPLACE CORR-          11.82  (seconds)                    DEFLEC99
 PW0548  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 PW0548
 PW0548  HORZ ORDER  -  FIRST
 PW0548
 PW0548.The horizontal coordinates were established by classical geodetic methods
 PW0548.and adjusted by the National Geodetic Survey in January 1997..
 PW0548
 PW0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0548
 PW0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0548
 PW0548.The geoid height was determined by GEOID03.
 PW0548
 PW0548;                    North         East     Units Scale Factor Converg.
 PW0548;SPC WYEC     -   525,003.702   350,068.705   MT  0.99996815   -0 26 14.7
 PW0548;UTM  13      - 4,912,184.301   264,032.910   MT  1.00028482   -2 04 07.3
 PW0548;UTM  12      - 4,912,421.799   742,452.793   MT  1.00032299   +2 07 32.2
 PW0548
 PW0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0548!SPC WYEC     -   0.99978994  x   0.99996815  =   0.99975810
 PW0548!UTM  13      -   0.99978994  x   1.00028482  =   1.00007470
 PW0548!UTM  12      -   0.99978994  x   1.00032299  =   1.00011286
 PW0548
 PW0548|---------------------------------------------------------------------|
 PW0548| PID    Reference Object                     Distance      Geod. Az  |
 PW0548|                                                           dddmmss.s |
 PW0548| PW0549 MANDER F 3                            4.918 METERS 01804     |
 PW0548| CQ6129 MANDERSON RM 1                       11.914 METERS 16103     |
 PW0548| CQ6128 MANDERSON AZ MK                                    3012506.3 |
 PW0548| CQ6130 MANDERSON RM 2                        7.712 METERS 30151     |
 PW0548| PX0338 BASIN MUNICIPAL TANK                APPROX. 8.1 KM 3054748.6 |
 PW0548|---------------------------------------------------------------------|
 PW0548
 PW0548                          SUPERSEDED SURVEY CONTROL
 PW0548
 PW0548  NAD 83(1986)-  44 19 28.48193(N)    107 57 33.58928(W) AD(       ) 1
 PW0548  NAD 27      -  44 19 28.63070(N)    107 57 31.24130(W) AD(       ) 1
 PW0548  NGVD 29 (07/19/86) 1351.8    (m)         4435.     (f) VERT ANG       
 PW0548
 PW0548.Superseded values are not recommended for survey control.
 PW0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0548.See file dsdata.txt to determine how the superseded data were derived.
 PW0548
 PW0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK6403312184(NAD 83)
 PW0548_MARKER: DS = TRIANGULATION STATION DISK
 PW0548_SETTING: 66 = SET IN ROCK OUTCROP
 PW0548
 PW0548  HISTORY     - Date     Condition        Report By
 PW0548  HISTORY     - 1957     MONUMENTED       CGS
 PW0548
 PW0548                          STATION DESCRIPTION
 PW0548
 PW0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0548'STATION IS ABOUT 3-1/2 MILES NORTH AND 1 MILE EAST OF MANDERSON,
 PW0548'4 MILE SOUTH AND 4-1/2 MILES EAST OF BASIN, ON THE HIGHEST
 PW0548'POINT OF A ROCKY RIDGE THAT FORMS THE SOUTH BANK OF A GULCH THAT
 PW0548'EMPTIES INTO THE BIG HORN RIVER ABOUT 1 MILE SOUTH OF BASIN.
 PW0548'
 PW0548'REACHED FROM THE CROSSROADS, EAST OF THE RAILROAD DEPOT IN
 PW0548'MANDERSON, BY GOING EASTERLY ON A PAVED ROAD TOWARDS HYATTVILLE
 PW0548'FOR 0.85 MILE TO A PAVED ROAD ON THE LEFT AT A SIGN BIG HORN
 PW0548'PLANT MOBIL, TURN LEFT AND FOLLOW THE PAVED ROAD FOR 0.6 MILE
 PW0548'TO THE PLANT OFFICE ON THE LEFT, BEAR RIGHT ON A TRACK ROAD ABOUT
 PW0548'50 YARDS NORTH OF THE OFFICE BUILDING AND GO EAST 0.1 MILE TO
 PW0548'TWO STORAGE TANKS, TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR
 PW0548'0.6 MILE TO A FORK NORTH OF SEVERAL BUILDINGS, BEAR LEFT AND
 PW0548'CONTINUE NORTH FOR 0.4 MILE TO A CROSSROADS, CONTINUE
 PW0548'STRAIGHT AHEAD FOR 0.1 MILE TO ANOTHER CROSSROADS, CONTINUE
 PW0548'NORTH ON A BULL DOZED ROAD FOR 1.55 MILE TO THE STATION ON
 PW0548'THE RIGHT.  CONTINUE NORTHWESTERLY FOR 0.5 MILE TO THE END
 PW0548'OF THE ROAD AND THE AZIMUTH MARK.
 PW0548'
 PW0548'STATION MARK IS A STANDARD DISK, STAMPED MANDERSON 1957,
 PW0548'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 2 FEET
 PW0548'TO THE NORTH AND FLUSH WITH THE GROUND TO THE SOUTH.  IT IS 125
 PW0548'FEET NORTH-NORTHEAST OF THE CENTER OF THE ROAD.  A 4 IN X 4 IN
 PW0548'WHITE WITNESS POST WAS SET 5 FEET NORTH OF THE MARK.
 PW0548'
 PW0548'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MANDERSON NO 1 1957,
 PW0548'SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT
 PW0548'IS 115 FEET NORTH OF THE TRACK ROAD AND ABOUT 3 FEET LOWER THAN
 PW0548'THE STATION.
 PW0548'
 PW0548'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MANDERSON NO 2
 PW0548'1957, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS
 PW0548'4 FEET TO THE NORTH AND FLUSH WITH THE GROUND TO THE SOUTH.  IT
 PW0548'IS 140 FEET NORTH-NORTHEAST OF THE CENTER OF THE TRACK ROAD.
 PW0548'
 PW0548'AZIMUTH MARK IS A STANDARD DISK, STAMPED MANDERSON 1957, CEMENTED
 PW0548'IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 2 FEET TO THE
 PW0548'NORTH AND FLUSH WITH THE SURFACE OF THE GROUND TO THE SOUTH.  IT
 PW0548'IS ABOUT 50 YARDS NORTHWEST OF THE END OF THE ROAD.  A 4 IN X 4
 PW0548'IN WHITE WITNESS POST WAS SET 3 FEET NORTH OF THE MARK.
 PW0548'
 PW0548'USGS MARK IS A IRON STRAP SET IN SOLID ROCK AND SURROUNDED BY A
 PW0548'6 FT X 7 FT CAIRN.  A 1-INCH GALVANIZED IRON PIPE, BEARING A
 PW0548'TAG, STAMPED MANDER F-3 WAS FOUND PLACED OVER THE TOP OF THE
 PW0548'STRAP.  AS THE PIPE WAS LOOSE, IT WAS REMOVED AND THE DISTANCE
 PW0548'AND DIRECTION WAS MEASURED TO THE CENTER OF THE TOP OF THE STRAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0535 ***********************************************************************
 NR0535  DESIGNATION -  MANNING
 NR0535  PID         -  NR0535
 NR0535  STATE/COUNTY-  WY/NATRONA
 NR0535  USGS QUAD   -  SQUARE TOP BUTTE (1951)
 NR0535
 NR0535                         *CURRENT SURVEY CONTROL
 NR0535  ___________________________________________________________________
 NR0535* NAD 83(1993)-  42 57 35.03270(N)    106 53 04.27959(W)     ADJUSTED  
 NR0535* NAVD 88     -      2050.5    (meters)    6727.     (feet)  VERTCON   
 NR0535  ___________________________________________________________________
 NR0535  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 NR0535  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 NR0535
 NR0535  HORZ ORDER  -  THIRD
 NR0535
 NR0535.The horizontal coordinates were established by classical geodetic methods
 NR0535.and adjusted by the National Geodetic Survey in January 1997..
 NR0535
 NR0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0535
 NR0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0535
 NR0535.The geoid height was determined by GEOID03.
 NR0535
 NR0535;                    North         East     Units Scale Factor Converg.
 NR0535;SPC WYEC     -   373,278.253   436,618.130   MT  0.99995399   +0 18 21.1
 NR0535;UTM  13      - 4,758,066.015   346,293.417   MT  0.99989065   -1 17 04.3
 NR0535
 NR0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0535!SPC WYEC     -   0.99968060  x   0.99995399  =   0.99963460
 NR0535!UTM  13      -   0.99968060  x   0.99989065  =   0.99957128
 NR0535
 NR0535:                Primary Azimuth Mark                     Grid Az
 NR0535:SPC WYEC     -  SQUARETOP                                249 03 08.0
 NR0535:UTM  13      -  SQUARETOP                                250 38 33.4
 NR0535
 NR0535|---------------------------------------------------------------------|
 NR0535| PID    Reference Object                     Distance      Geod. Az  |
 NR0535|                                                           dddmmss.s |
 NR0535| NR0542 SQUARETOP                           APPROX. 9.8 KM 2492129.1 |
 NR0535|---------------------------------------------------------------------|
 NR0535
 NR0535                          SUPERSEDED SURVEY CONTROL
 NR0535
 NR0535  NAD 83(1986)-  42 57 35.01971(N)    106 53 04.24775(W) AD(       ) 3
 NR0535  NGVD 29 (09/08/93) 2049.5    (m)         6724.     (f) VERT ANG       
 NR0535
 NR0535.Superseded values are not recommended for survey control.
 NR0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0535.See file dsdata.txt to determine how the superseded data were derived.
 NR0535
 NR0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH4629358066(NAD 83)
 NR0535_MARKER: DS = TRIANGULATION STATION DISK
 NR0535_SETTING: 0 = UNSPECIFIED SETTING
 NR0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0535
 NR0535  HISTORY     - Date     Condition        Report By
 NR0535  HISTORY     - 1948     MONUMENTED       USGS
 NR0535
 NR0535                          STATION DESCRIPTION
 NR0535
 NR0535'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0535'LOCATED 6.0 MI. SW. OF NATRONA POST OFFICE, ON THE SW. PART OF THE
 NR0535'TOP OF PINE MOUNTAIN.  STATION IS 1600 FT. W. OF THE CENTER OF
 NR0535'SECTION 35, T 35 N, R 84 W.
 NR0535'
 NR0535'TO REACH STATION FROM NATRONA POST OFFICE, GO S. ON DIRT RD. ON E.
 NR0535'SIDE OF POST OFFICE FOR 2.5 MI. TO A RD. FORK, TAKE LEFT FORK AND
 NR0535'CONTINUE S. 1.4 MI. TO RD. FORK, 300 FT. N. OF AN A-TRUSS BRIDGE,
 NR0535'TAKE RIGHT FORK AND GO W. 0.3 MI. TO GATE, CONTINUE ALONG RD. W.
 NR0535'AND S. FOR 4.1 MI. TO TOP OF MOUNTAIN TO DIM RD. FORKS ON LEFT OR
 NR0535'W. SIDE, TAKE LEFT FORK AND GO W. 0.1 MI. TO ANOTHER FORK, TAKE
 NR0535'RIGHT FORK AND CONTINUE W. 0.35 MI., STATION IS 150 FT. TO RIGHT,
 NR0535'OR N. OF RD.
 NR0535'
 NR0535'STATION MARK--STANDARD TABLET STAMPED---MANNING 1947---, AND SET
 NR0535'IN TOP OF A CONCRETE MONUMENT 3 IN. ABOVE GROUND.  STAMPED---VABM
 NR0535'6722---.
 NR0535'
 NR0535'REFERENCE MARKS--STANDARD REFERENCE TABLETS SET IN TOP OF CONCRETE
 NR0535'MONUMENTS.
 NR0535'
 NR0535'NO. 1--STAMPED---MANNING NO. 1 1947--- AND 57.98 FT. S. OF THE
 NR0535'STATION MARK N 05 DEGREES, 39 MINUTES, NE.
 NR0535'
 NR0535'NO. 2--STAMPED---MANNING NO. 2 1947--- AND 60.59 FT. E. OF STATION
 NR0535'MARK N 89 DEGREES 30 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0511 ***********************************************************************
 PX0511  DESIGNATION -  MANNING
 PX0511  PID         -  PX0511
 PX0511  STATE/COUNTY-  WY/WASHAKIE
 PX0511  USGS QUAD   -  SCHUSTER FLATS SE (1978)
 PX0511
 PX0511                         *CURRENT SURVEY CONTROL
 PX0511  ___________________________________________________________________
 PX0511* NAD 83(1993)-  44 04 34.72850(N)    108 02 05.90413(W)     ADJUSTED  
 PX0511* NAVD 88     -      1382.9    (meters)    4537.     (feet)  VERTCON   
 PX0511  ___________________________________________________________________
 PX0511  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 PX0511  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 PX0511
 PX0511  HORZ ORDER  -  THIRD
 PX0511
 PX0511.The horizontal coordinates were established by classical geodetic methods
 PX0511.and adjusted by the National Geodetic Survey in January 1997..
 PX0511
 PX0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0511
 PX0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0511
 PX0511.The geoid height was determined by GEOID03.
 PX0511
 PX0511;                    North         East     Units Scale Factor Converg.
 PX0511;SPC WYEC     -   497,467.584   343,799.771   MT  0.99997633   -0 29 17.1
 PX0511;UTM  12      - 4,884,624.058   737,417.029   MT  1.00029331   +2 03 48.5
 PX0511;UTM  13      - 4,884,828.247   256,981.990   MT  1.00032641   -2 06 43.9
 PX0511
 PX0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0511!SPC WYEC     -   0.99978528  x   0.99997633  =   0.99976161
 PX0511!UTM  12      -   0.99978528  x   1.00029331  =   1.00007853
 PX0511!UTM  13      -   0.99978528  x   1.00032641  =   1.00011162
 PX0511
 PX0511                          SUPERSEDED SURVEY CONTROL
 PX0511
 PX0511  NAD 83(1986)-  44 04 34.71986(N)    108 02 05.90239(W) AD(       ) 3
 PX0511  NGVD 29 (11/06/89) 1382.1    (m)         4534.     (f) VERT ANG       
 PX0511
 PX0511.Superseded values are not recommended for survey control.
 PX0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0511.See file dsdata.txt to determine how the superseded data were derived.
 PX0511
 PX0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP3741784624(NAD 83)
 PX0511_MARKER: DS = TRIANGULATION STATION DISK
 PX0511_SETTING: 0 = UNSPECIFIED SETTING
 PX0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0511
 PX0511  HISTORY     - Date     Condition        Report By
 PX0511  HISTORY     - 1948     MONUMENTED       USGS
 PX0511
 PX0511                          STATION DESCRIPTION
 PX0511
 PX0511'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0511'LOCATED ABOUT 6 MI. NW. OF WORLAND, HIGH POINT ON HILL ON RIDGE
 PX0511'BETWEEN FIFTEENMILE AND TENMILE CREEKS.
 PX0511'
 PX0511'TO REACH FROM WORLAND POST OFFICE, GO S. ON U.S. HIGHWAY 20 1.0 MI.
 PX0511'TO SIDE RD. AT CURVE, TURN RIGHT AND GO N. ON MACADAM ROAD 3.7 MI. TO
 PX0511'DIM SIDE RD., TURN LEFT AND GO W. ON SIDE RD. 3.6 MI., THENCE TURN
 PX0511'RIGHT OFF RD. AND GO N. ACROSS COUNTRY 1.4 MI. TO TOP OF HILL AND
 PX0511'STATION.
 PX0511'
 PX0511'STATION MARK--STANDARD TABLET SET IN A CONCRETE MONUMENT, STAMPED
 PX0511'---MANNING 1948 4535---.
 PX0511'
 PX0511'REFERENCE MARK NO. 1--IRON PIPE, 40.30 FT. S. OF STATION MARK.
 PX0511'
 PX0511'REFERENCE MARK NO. 2--IRON PIPE, 41.70 FT. W. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0516 ***********************************************************************
 NQ0516  DESIGNATION -  MANVILLE
 NQ0516  PID         -  NQ0516
 NQ0516  STATE/COUNTY-  WY/NIOBRARA
 NQ0516  USGS QUAD   -  MANVILLE (1981)
 NQ0516
 NQ0516                         *CURRENT SURVEY CONTROL
 NQ0516  ___________________________________________________________________
 NQ0516* NAD 83(1993)-  42 50 57.85654(N)    104 34 45.86340(W)     ADJUSTED  
 NQ0516* NAVD 88     -      1716.6    (meters)    5632.     (feet)  VERTCON   
 NQ0516  ___________________________________________________________________
 NQ0516  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 NQ0516  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0516
 NQ0516  HORZ ORDER  -  FIRST
 NQ0516
 NQ0516.The horizontal coordinates were established by classical geodetic methods
 NQ0516.and adjusted by the National Geodetic Survey in January 1997..
 NQ0516
 NQ0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0516
 NQ0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0516
 NQ0516.The geoid height was determined by GEOID03.
 NQ0516
 NQ0516;                    North         East     Units Scale Factor Converg.
 NQ0516;SPC WY E     -   261,092.283   247,999.607   MT  0.99996583   +0 23 57.8
 NQ0516;UTM  13      - 4,744,177.434   534,365.511   MT  0.99961453   +0 17 09.7
 NQ0516
 NQ0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0516!SPC WY E     -   0.99973312  x   0.99996583  =   0.99969896
 NQ0516!UTM  13      -   0.99973312  x   0.99961453  =   0.99934776
 NQ0516
 NQ0516|---------------------------------------------------------------------|
 NQ0516| PID    Reference Object                     Distance      Geod. Az  |
 NQ0516|                                                           dddmmss.s |
 NQ0516| CP9919 MANVILLE RM 2 RESET                  18.106 METERS 15350     |
 NQ0516| NQ0517 MANVILLE CONG CHURCH STEEPLE        APPROX. 8.3 KM 2003115.8 |
 NQ0516| CP9918 MANVILLE RM 2                                      20032     |
 NQ0516| NQ0515 MANVILLE C AND NW RY CO TANK        APPROX. 8.1 KM 2011328.3 |
 NQ0516| NQ0518 JIREH COLLEGE CUPOLA                APPROX.13.5 KM 2321610.7 |
 NQ0516| CP9915 MANVILLE AZ MK 2                                   2335713.9 |
 NQ0516| CP9914 MANVILLE AZ MK                                     2495348.8 |
 NQ0516| CP9917 MANVILLE RM 1                       274.380 METERS 26313     |
 NQ0516| CP9916 MANVILLE RM 1                        27.438 METERS 26314     |
 NQ0516| CP9920 MANVILLE RM 3                         5.502 METERS 29731     |
 NQ0516|---------------------------------------------------------------------|
 NQ0516
 NQ0516                          SUPERSEDED SURVEY CONTROL
 NQ0516
 NQ0516  NAD 83(1986)-  42 50 57.83253(N)    104 34 45.85175(W) AD(       ) 1
 NQ0516  NAD 27      -  42 50 57.95400(N)    104 34 44.00500(W) AD(       ) 1
 NQ0516  NGVD 29 (07/19/86) 1715.8    (m)         5629.     (f) VERT ANG       
 NQ0516
 NQ0516.Superseded values are not recommended for survey control.
 NQ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0516.See file dsdata.txt to determine how the superseded data were derived.
 NQ0516
 NQ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH3436644177(NAD 83)
 NQ0516_MARKER: DS = TRIANGULATION STATION DISK
 NQ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0516
 NQ0516  HISTORY     - Date     Condition        Report By
 NQ0516  HISTORY     - 1912     MONUMENTED       CGS
 NQ0516  HISTORY     - 1938     SEE DESCRIPTION  CGS
 NQ0516  HISTORY     - 1941     SEE DESCRIPTION  CGS
 NQ0516  HISTORY     - 1971     GOOD             NGS
 NQ0516  HISTORY     - 1977     GOOD             NGS
 NQ0516
 NQ0516                          STATION DESCRIPTION
 NQ0516
 NQ0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 NQ0516'ABOUT 4-3/4 MILES DIRECT AND 6 MILES BY ROAD N 20 DEG E FROM
 NQ0516'TOWN OF MANVILLE, ON SMALL ROUND-TOPPED KNOB, ABOUT 8 METERS
 NQ0516'(26 FEET) IN DIAMETER, WHICH MARKS HIGHEST POINT OF RIDGE IN
 NQ0516'VICINITY.
 NQ0516'
 NQ0516'SURFACE - STATION MARK AND REFERENCE MARK ARE STANDARD DISKS
 NQ0516'IN CONCRETE-FILLED, GALVANIZED-IRON CYLINDERS PROJECTING ABOUT
 NQ0516'3 INCHES ABOVE GROUND.
 NQ0516'
 NQ0516'UNDERGROUND MARK IS A BRASS BOLT IN CONCRETE BLOCK.
 NQ0516'
 NQ0516'REFERENCE MARK IS ON ADJACENT CONICAL MOUND 274.38 METERS
 NQ0516'(900.2 FEET) FROM STATION.
 NQ0516'ELEVATION--1,716 METERS (5,630 FEET).
 NQ0516
 NQ0516                          STATION RECOVERY (1938)
 NQ0516
 NQ0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 NQ0516'STATION RECOVERED.
 NQ0516'
 NQ0516'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 NQ0516'HOLES IN OUTCROPPING BEDROCK.
 NQ0516'
 NQ0516'AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE
 NQ0516'IS ON A SMALL KNOLL 1 MILE TO THE W OF THE STATION.
 NQ0516'IT IS ON THE E EDGE OF AN OLD ROAD RUNNING N AND S.
 NQ0516
 NQ0516                          STATION RECOVERY (1941)
 NQ0516
 NQ0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NQ0516'STATION RECOVERED AND FOUND AS DESCRIBED.  MARKS ESTABLISHED
 NQ0516'IN 1938 WERE NOT FOUND AS THAT RECOVERY NOTE WAS NOT AVAILABLE.
 NQ0516'STATION MARK WAS RESET, TWO NEW REFERENCE MARKS (NO. 2 AND NO. 3)
 NQ0516'AND AN AZIMUTH MARK WERE ESTABLISHED.  COMPLETE NEW DESCRIPTION
 NQ0516'FOLLOWS--
 NQ0516'
 NQ0516'STATION IS LOCATED ON A SMALL ROUND-TOPPED KNOB ABOUT 8 METERS
 NQ0516'IN DIAMETER WHICH IS THE HIGHEST POINT OF A RIDGE.  IT IS 5
 NQ0516'MILES N AND 1.75 MILES E OF MANVILLE IN THE SE 1/4 SEC. 7, T. 33
 NQ0516'N, R. 64 W.  MARK IS STAMPED MANVILLE 1912, 1941 AND PROJECTS
 NQ0516'4 INCHES.
 NQ0516'
 NQ0516'SURFACE AND UNDERGROUND MARKS, REFERENCE MARK NO. 2, AND AZIMUTH
 NQ0516'MARK ARE STANDARD DISKS SET IN CONCRETE.
 NQ0516'
 NQ0516'REFERENCE MARK NO. 1 IS ON AN ADJACENT CONICAL MOUND.  IT IS
 NQ0516'STAMPED MANVILLE NO. 1 1912 AND PROJECTS 2 INCHES.
 NQ0516'
 NQ0516'REFERENCE MARK NO. 2 IS STAMPED MANVILLE NO. 2 1941 AND PROJECTS
 NQ0516'6 INCHES.
 NQ0516'
 NQ0516'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A DRILL HOLE IN
 NQ0516'BED ROCK.  IT IS STAMPED MANVILLE NO. 3 1941.
 NQ0516'
 NQ0516'THE AZIMUTH MARK IS 15 FEET NE OF A TRAIL ROAD THROUGH A PASTURE
 NQ0516'AND 3.5 FEET SE OF A 2- BY 4-INCH REFERENCE POST.  IT IS STAMPED
 NQ0516'MANVILLE 1941 AND PROJECTS 10 INCHES.
 NQ0516'
 NQ0516'TO REACH THE STATION FROM THE POST OFFICE IN MANVILLE, GO N ON
 NQ0516'MAIN STREET (PAVED) FOR 3.95 MILES, TURN RIGHT THROUGH A WIRE
 NQ0516'GATE AND FOLLOW PASTURE ROAD E FOR 0.25 MILE TO A FORKS.  THEN
 NQ0516'LEFT FORK FOR 1.2 MILES (NE) TO WHERE TRAIL TURNS N.  GO SE
 NQ0516'FOR 0.2 MILE TO THE AZIMUTH MARK THEN TURN LEFT, (NE) 0.8 MILE
 NQ0516'TO THE KNOB AND STATION.
 NQ0516'
 NQ0516'A 64-FOOT SIGNAL AT KIRTLEY, A 64-FOOT SIGNAL AT ELLICOTT,
 NQ0516'AND A 4-FOOT SIGNAL AT RAWHIDE ARE VISIBLE ON THE GROUND.
 NQ0516
 NQ0516                          STATION RECOVERY (1971)
 NQ0516
 NQ0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WTJ)
 NQ0516'STATION, AZIMUTH AND R.M.S 2 AND 3 RECOVERED AS DESCRIBED BY
 NQ0516'FBQ IN 1941.
 NQ0516'
 NQ0516'1941 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 NQ0516'
 NQ0516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-3/4
 NQ0516'MILES NNE OF MANVILLE.
 NQ0516
 NQ0516                          STATION RECOVERY (1977)
 NQ0516
 NQ0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NQ0516'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 NQ0516'
 NQ0516'STATION IS REACHED FROM THE POST OFFICE IN MANVILLE.  GO NORTH ON
 NQ0516'THE MAIN STREET AND STATE HIGHWAY 270 FOR 4.05 MILES TO WIRE GATES
 NQ0516'ON BOTH SIDES OF THE HIGHWAY AND STATION PINACLE 1938 AZIMUTH MARK
 NQ0516'ON THE LEFT.  TURN RIGHT PASS THROUGH THE WIRE GATE AND GO EAST
 NQ0516'ON A TRACK ROAD FOR 0.3 MILE TO A FORK.  KEEP LEFT AND CONTINUE
 NQ0516'EASTERLY AND SOUTH ON TRACK ROAD FOR 1.4 MILES TO THE AZIMUTH
 NQ0516'MARK ON THE LEFT (THIS IS ABOUT 0.05 MILE NORTH OF A WINDMILL AND
 NQ0516'CATTLE WATERING TANK).  TURN LEFT AND GO EAST ACROSS
 NQ0516'COUNTRY FOR 0.75 MILE TO A NORTH-SOUTH FENCELINE.  CROSS FENCE
 NQ0516'AND WALK EAST FOR ABOUT 0.05 MILE TO THE TOP OF A ROCK KNOB
 NQ0516'HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0435 ***********************************************************************
 NR0435  DESIGNATION -  MARGE
 NR0435  PID         -  NR0435
 NR0435  STATE/COUNTY-  WY/CARBON
 NR0435  USGS QUAD   -  BRADLEY PEAK (1981)
 NR0435
 NR0435                         *CURRENT SURVEY CONTROL
 NR0435  ___________________________________________________________________
 NR0435* NAD 83(1993)-  42 08 39.79303(N)    107 00 13.14212(W)     ADJUSTED  
 NR0435* NAVD 88     -      2239.1    (meters)    7346.     (feet)  VERTCON   
 NR0435  ___________________________________________________________________
 NR0435  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 NR0435  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 NR0435
 NR0435  HORZ ORDER  -  THIRD
 NR0435
 NR0435.The horizontal coordinates were established by classical geodetic methods
 NR0435.and adjusted by the National Geodetic Survey in January 1997..
 NR0435
 NR0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0435
 NR0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0435
 NR0435.The geoid height was determined by GEOID03.
 NR0435
 NR0435;                    North         East     Units Scale Factor Converg.
 NR0435;SPC WYEC     -   282,667.057   427,250.943   MT  0.99994663   +0 13 16.4
 NR0435;UTM  13      - 4,667,750.468   334,434.656   MT  0.99993730   -1 20 41.1
 NR0435
 NR0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0435!SPC WYEC     -   0.99965102  x   0.99994663  =   0.99959766
 NR0435!UTM  13      -   0.99965102  x   0.99993730  =   0.99958834
 NR0435
 NR0435:                Primary Azimuth Mark                     Grid Az
 NR0435:SPC WYEC     -  SEMINOE                                  299 26 46.8
 NR0435:UTM  13      -  SEMINOE                                  301 00 44.3
 NR0435
 NR0435|---------------------------------------------------------------------|
 NR0435| PID    Reference Object                     Distance      Geod. Az  |
 NR0435|                                                           dddmmss.s |
 NR0435| NR0434 SEMINOE                             APPROX. 5.1 KM 2994003.2 |
 NR0435|---------------------------------------------------------------------|
 NR0435
 NR0435                          SUPERSEDED SURVEY CONTROL
 NR0435
 NR0435  NAD 83(1986)-  42 08 39.78079(N)    107 00 13.13324(W) AD(       ) 3
 NR0435  NAD 27      -  42 08 39.92838(N)    107 00 10.95925(W) AD(       ) 3
 NR0435  NGVD 29 (07/19/86) 2237.9    (m)         7342.     (f) VERT ANG       
 NR0435
 NR0435.Superseded values are not recommended for survey control.
 NR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0435.See file dsdata.txt to determine how the superseded data were derived.
 NR0435
 NR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3443567750(NAD 83)
 NR0435_MARKER: DD = SURVEY DISK
 NR0435_SETTING: 66 = SET IN ROCK OUTCROP
 NR0435_SP_SET: SET IN ROCK OUTCROP
 NR0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0435+STABILITY: POSITION/ELEVATION WELL
 NR0435
 NR0435  HISTORY     - Date     Condition        Report By
 NR0435  HISTORY     - 1951     MONUMENTED       USGS
 NR0435
 NR0435                          STATION DESCRIPTION
 NR0435
 NR0435'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0435'STATION IS LOCATED 5 MI. STRAIGHT W. OF SEMINOE, WYOMING ON S.TIP OF A
 NR0435'SHORT ROUND TOPPED RIDGE ABOUT 100 FT. N. OF RD. AND CLOSE TO LARGE
 NR0435'WHITE BOULDER.
 NR0435'
 NR0435'TO REACH STATION FROM SEMINOE, WYOMING GO S. ON MAIN RD. TO SINCLAIR.
 NR0435'PROCEED 6.4 MI., THEN TURN RIGHT NW. ON RD. IMMEDIATELY S. OF BRIDGE.
 NR0435'CONTINUE TO CATTLEGUARD 2.2 MI. FROM BRIDGE, THENCE STRAIGHT AHEAD UP
 NR0435'RIDGE 2.9 MI., LEAVE RD. AND GO TO TOP OF RIDGE AND STATION 100 FT. N.
 NR0435'OF RD.
 NR0435'
 NR0435'STATION MARK - STANDARD TABLET CEMENTED IN ROCK STAMPED ---LFR-MARGE
 NR0435'1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0531 ***********************************************************************
 MQ0531  DESIGNATION -  MARGE ET
 MQ0531  PID         -  MQ0531
 MQ0531  STATE/COUNTY-  WY/SWEETWATER
 MQ0531  USGS QUAD   -  WHISKEY BUTTES (1980)
 MQ0531
 MQ0531                         *CURRENT SURVEY CONTROL
 MQ0531  ___________________________________________________________________
 MQ0531* NAD 83(1993)-  41 51 55.25268(N)    109 59 16.54704(W)     ADJUSTED  
 MQ0531* NAVD 88     -      2057.5    (meters)    6750.     (feet)  VERTCON   
 MQ0531  ___________________________________________________________________
 MQ0531  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 MQ0531  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 MQ0531
 MQ0531  HORZ ORDER  -  THIRD
 MQ0531
 MQ0531.The horizontal coordinates were established by classical geodetic methods
 MQ0531.and adjusted by the National Geodetic Survey in January 1997..
 MQ0531
 MQ0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0531
 MQ0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0531
 MQ0531.The geoid height was determined by GEOID03.
 MQ0531
 MQ0531;                    North         East     Units Scale Factor Converg.
 MQ0531;SPC WYWC     -   152,363.615   497,226.173   MT  1.00006743   -0 49 34.5
 MQ0531;UTM  12      - 4,635,321.255   583,994.210   MT  0.99968681   +0 40 31.7
 MQ0531
 MQ0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0531!SPC WYWC     -   0.99967968  x   1.00006743  =   0.99974709
 MQ0531!UTM  12      -   0.99967968  x   0.99968681  =   0.99936659
 MQ0531
 MQ0531:                Primary Azimuth Mark                     Grid Az
 MQ0531:SPC WYWC     -  GOP                                      089 34 35.5
 MQ0531:UTM  12      -  GOP                                      088 04 29.3
 MQ0531
 MQ0531|---------------------------------------------------------------------|
 MQ0531| PID    Reference Object                     Distance      Geod. Az  |
 MQ0531|                                                           dddmmss.s |
 MQ0531| MQ0530 GOP                                 APPROX.13.1 KM 0884501.0 |
 MQ0531|---------------------------------------------------------------------|
 MQ0531
 MQ0531                          SUPERSEDED SURVEY CONTROL
 MQ0531
 MQ0531  NAD 83(1986)-  41 51 55.24317(N)    109 59 16.54575(W) AD(       ) 3
 MQ0531  NAD 27      -  41 51 55.42006(N)    109 59 14.00080(W) AD(       ) 3
 MQ0531  NGVD 29 (07/19/86) 2056.2    (m)         6746.     (f) VERT ANG       
 MQ0531
 MQ0531.Superseded values are not recommended for survey control.
 MQ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0531.See file dsdata.txt to determine how the superseded data were derived.
 MQ0531
 MQ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM8399435321(NAD 83)
 MQ0531_MARKER: DD = SURVEY DISK
 MQ0531_SETTING: 0 = UNSPECIFIED SETTING
 MQ0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0531
 MQ0531  HISTORY     - Date     Condition        Report By
 MQ0531  HISTORY     - 1962     MONUMENTED       USGS
 MQ0531
 MQ0531                          STATION DESCRIPTION
 MQ0531
 MQ0531'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MQ0531'STATION LOCATED ON A PROMINENT TOP ABOUT 9.0 MI. (AIRLINE) SE. OF
 MQ0531'FONTENELLE STATION POST OFFICE.
 MQ0531'
 MQ0531'TO REACH THE STATION FROM THE FONTENELLE STATION POST OFFICE, GO W.
 MQ0531'ON THE NEW HIGHWAY TO CROSSROADS, TURN LEFT ON THE GREEN RIVER CUTOFF
 MQ0531'RD. 9.1 MI. TO TRACK RD. RIGHT, TURN RIGHT 1.0 MI. TO TRAIL FORK AND
 MQ0531'DRAIN CROSSING, FOLLOW THE LEFT FORK 1.3 MI. TO RD. FORK, TURN RIGHT
 MQ0531'0.8 MI. TO TOP AND THE STATION ON THE LEFT.
 MQ0531'
 MQ0531'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST PROJECTING ABOUT
 MQ0531'0.3 FT., STAMPED ---MARGE-ET 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0489 ***********************************************************************
 PX0489  DESIGNATION -  MARKER
 PX0489  PID         -  PX0489
 PX0489  STATE/COUNTY-  WY/PARK
 PX0489  USGS QUAD   -  DEAD INDIAN MEADOWS (1991)
 PX0489
 PX0489                         *CURRENT SURVEY CONTROL
 PX0489  ___________________________________________________________________
 PX0489* NAD 83(1993)-  44 44 37.40727(N)    109 22 54.73241(W)     ADJUSTED  
 PX0489* NAVD 88     -      2476.6    (meters)    8125.     (feet)  VERTCON   
 PX0489  ___________________________________________________________________
 PX0489  LAPLACE CORR-         -18.51  (seconds)                    DEFLEC99
 PX0489  GEOID HEIGHT-          -9.78  (meters)                     GEOID03
 PX0489
 PX0489  HORZ ORDER  -  THIRD
 PX0489
 PX0489.The horizontal coordinates were established by classical geodetic methods
 PX0489.and adjusted by the National Geodetic Survey in January 1997..
 PX0489
 PX0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0489
 PX0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0489
 PX0489.The geoid height was determined by GEOID03.
 PX0489
 PX0489;                    North         East     Units Scale Factor Converg.
 PX0489;SPC WYWC     -   471,580.661   549,960.567   MT  0.99996828   -0 26 41.3
 PX0489;UTM  12      - 4,955,755.570   628,100.803   MT  0.99980179   +1 08 21.2
 PX0489
 PX0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0489!SPC WYWC     -   0.99961337  x   0.99996828  =   0.99958166
 PX0489!UTM  12      -   0.99961337  x   0.99980179  =   0.99941523
 PX0489
 PX0489:                Primary Azimuth Mark                     Grid Az
 PX0489:SPC WYWC     -  DRY                                      021 33 07.8
 PX0489:UTM  12      -  DRY                                      019 58 05.3
 PX0489
 PX0489|---------------------------------------------------------------------|
 PX0489| PID    Reference Object                     Distance      Geod. Az  |
 PX0489|                                                           dddmmss.s |
 PX0489| PX0484 DRY                                 APPROX. 1.6 KM 0210626.5 |
 PX0489|---------------------------------------------------------------------|
 PX0489
 PX0489                          SUPERSEDED SURVEY CONTROL
 PX0489
 PX0489  NAD 83(1986)-  44 44 37.38996(N)    109 22 54.70996(W) AD(       ) 3
 PX0489  NGVD 29 (09/11/89) 2475.4    (m)         8121.     (f) VERT ANG       
 PX0489
 PX0489.Superseded values are not recommended for survey control.
 PX0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0489.See file dsdata.txt to determine how the superseded data were derived.
 PX0489
 PX0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2810155756(NAD 83)
 PX0489_MARKER: DS = TRIANGULATION STATION DISK
 PX0489_SETTING: 0 = UNSPECIFIED SETTING
 PX0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0489
 PX0489  HISTORY     - Date     Condition        Report By
 PX0489  HISTORY     - 1947     MONUMENTED       USGS
 PX0489
 PX0489                          STATION DESCRIPTION
 PX0489
 PX0489'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0489'STATION IS LOCATED ABOUT 24 MI. NW. OF CODY, WYOMING, ALONG THE DIRT
 PX0489'RD. LEADING TO SUNLIGHT BASIN AT THE TOP OF DEAD INDIAN PASS, 530 FT.
 PX0489'N. OF THE HIGHWAY IN THE SUMMIT, 576 FT. N. OF THE HISTORICAL MARKER
 PX0489'WHICH IS ON THE S. SIDE OF THE HIGHWAY IN THE PASS.  403 FT. NE. OF
 PX0489'USGS B.M. HG. NO.11.  ABOUT 11 FT. W. OF TRAIL RD., 120 FT. W. OF
 PX0489'ABANDONED TELEPHONE LINE.  A STANDARD TABLET STAMPED---MARKER 1947---.
 PX0489'
 PX0489'TO REACH STATION FROM THE POST OFFICE AT CODY, WYOMING FOLLOW THE MAIN
 PX0489'RD. TOWARD CLARK, WYOMING FOR 18 MI. TO THE JUNCTION OF THE SUNLIGHT
 PX0489'BASIN RD. TURN W. ON THE SUNLIGHT BASIN RD. AND FOLLOW FOR 12.4 MI. TO
 PX0489'THE TOP OF DEAD INDIAN HILL.  TURN RIGHT ON A TRAIL RD. N. UP RIDGE
 PX0489'FOR 53 FT.  STATION IS 18 FT. W. OF TRAIL.
 PX0489'
 PX0489'STATION MARK - A STANDARD USGS TABLET STAMPED---MARKER 1947---
 PX0489'CEMENTED IN A LIMESTONE OUTCROP FLUSH WITH TOP OF GROUND.
 PX0489'
 PX0489'REFERENCE MARK NO.1 - A STANDARD USGS BENCH MARK TABLET STAMPED
 PX0489'---HG 11 1947--- CEMENTED IN A LIMESTONE LEDGE 419 FT. FROM STATION
 PX0489'IN TRUE AZIMUTH 83 DEGREES 49 MINUTES 57 SECONDS.
 PX0489'
 PX0489'REFERENCE MARK NO.2 - A CHISELED CROSS INSIDE A CHISELED SQUARE AT THE
 PX0489'BASE OF THE HISTORICAL MARKER IN DEAD INDIAN PASS.  THIS IS A
 PX0489'REFERENCE MARK FOR BM HG  1 575 FT. FROM THE STATION N 16 DEGREES
 PX0489'42 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1011 ***********************************************************************
 MO1011  DESIGNATION -  MARLATT
 MO1011  PID         -  MO1011
 MO1011  STATE/COUNTY-  WY/GOSHEN
 MO1011  USGS QUAD   -  YODER (1990)
 MO1011
 MO1011                         *CURRENT SURVEY CONTROL
 MO1011  ___________________________________________________________________
 MO1011* NAD 83(1993)-  41 53 41.85444(N)    104 15 37.36210(W)     ADJUSTED  
 MO1011* NAVD 88     -      1306.     (meters)    4285.     (feet)  SCALED    
 MO1011  ___________________________________________________________________
 MO1011  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 MO1011  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 MO1011
 MO1011  HORZ ORDER  -  SECOND
 MO1011
 MO1011.The horizontal coordinates were established by classical geodetic methods
 MO1011.and adjusted by the National Geodetic Survey in January 1997..
 MO1011
 MO1011.The orthometric height was scaled from a topographic map.
 MO1011
 MO1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1011
 MO1011.The geoid height was determined by GEOID03.
 MO1011
 MO1011;                    North         East     Units Scale Factor Converg.
 MO1011;SPC WY E     -   155,308.566   275,205.681   MT  1.00000707   +0 36 18.8
 MO1011;UTM  13      - 4,638,378.261   561,354.526   MT  0.99964632   +0 29 38.1
 MO1011
 MO1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1011!SPC WY E     -   0.99979798  x   1.00000707  =   0.99980505
 MO1011!UTM  13      -   0.99979798  x   0.99964632  =   0.99944437
 MO1011
 MO1011|---------------------------------------------------------------------|
 MO1011| PID    Reference Object                     Distance      Geod. Az  |
 MO1011|                                                           dddmmss.s |
 MO1011| CP9922 MARLATT RM 1                         19.212 METERS 13703     |
 MO1011| MO1010 YODER PLATTE PLINE CO RAD MST       463.305 METERS 2301400.9 |
 MO1011| CP9923 MARLATT RM 2                         21.580 METERS 23921     |
 MO1011| CP9921 MARLATT AZ MK                                      2904933.1 |
 MO1011| MO1012 YODER MUNICIPAL TANK                APPROX. 3.7 KM 3092931.5 |
 MO1011|---------------------------------------------------------------------|
 MO1011
 MO1011                          SUPERSEDED SURVEY CONTROL
 MO1011
 MO1011  NAD 83(1986)-  41 53 41.83925(N)    104 15 37.36644(W) AD(       ) 2
 MO1011  NAD 27      -  41 53 41.95560(N)    104 15 35.52990(W) AD(       ) 2
 MO1011
 MO1011.Superseded values are not recommended for survey control.
 MO1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1011.See file dsdata.txt to determine how the superseded data were derived.
 MO1011
 MO1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6135538378(NAD 83)
 MO1011_MARKER: DS = TRIANGULATION STATION DISK
 MO1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1011
 MO1011  HISTORY     - Date     Condition        Report By
 MO1011  HISTORY     - 1963     MONUMENTED       CGS
 MO1011
 MO1011                          STATION DESCRIPTION
 MO1011
 MO1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1011'THE STATION IS 11-1/2 MILES SOUTH AND 4 MILES WEST OF TORRINGTON,
 MO1011'1-1/2 MILES SOUTH AND 1-1/2 MILES EAST OF YODER, 0.3 MILE EAST
 MO1011'OF U.S. HIGHWAY 85, IN THE NORTHWEST QUARTER OF SECTION 12,
 MO1011'T 22 N, R 62 W, ON A LOW GRASSY KNOLL IN RANGE LAND AND ON
 MO1011'PROPERTY OWNED BY MR. G.L. MARLATT.
 MO1011'
 MO1011'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 MO1011'AND STATE SECONDARY HIGHWAY 0801, 1-1/2 MILE EAST OF YODER,
 MO1011'GO SOUTH ON HIGHWAY 85 FOR 1.2 MILES TO A WIRE GATE ON THE
 MO1011'LEFT AT A POWER LINE CROSSING AND THE AZIMUTH MARK 6 FEET
 MO1011'NORTH OF THE NORTH GATE POST.  TURN LEFT, PASS THROUGH THE
 MO1011'GATE AND GO EAST ON A TRACK ROAD ALONG THE POWER LINE FOR
 MO1011'0.3 MILE.  TURN LEFT AND GO NORTH FOR 227 FEET TO THE STATION
 MO1011'ON THE SUMMIT OF A LOW, GRASSY KNOLL.
 MO1011'
 MO1011'STATION MARKS ARE STANDARD DISKS STAMPED MARLATT 1963.  THE
 MO1011'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1011'SURFACE OF THE GROUND.  IT IS 371 FEET NORTHWEST OF THE MOST
 MO1011'NORTHERLY ONE OF A GROUP OF POWER POLE ANCHOR POSTS, 350 FEET
 MO1011'NORTHEAST OF THE NORTH ONE OF TWO SETS OF POWER LINE POLES
 MO1011'AND 227 FEET NORTH OF THE CENTER OF THE TRACK ROAD.  THE
 MO1011'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 MO1011'INCHES BELOW THE SURFACE OF THE GROUND.
 MO1011'
 MO1011'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MARLATT NO 1
 MO1011'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO1011'OF THE GROUND.  IT IS 308.5 FEET NORTHWEST OF THE ANCHOR POST
 MO1011'AND 211 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 MO1011'
 MO1011'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MARLATT NO 2
 MO1011'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO1011'OF THE GROUND.  IT IS 291 FEET NORTHEAST OF THE NORTH POWER
 MO1011'POLE AND 164 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 MO1011'
 MO1011'AZIMUTH MARK IS A STANDARD DISK STAMPED MARLATT 1963, SET IN
 MO1011'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MO1011'IT IS 50 FEET EAST OF THE CENTER LINE OF HIGHWAY 85, 2 FEET
 MO1011'SOUTH OF A METAL WITNESS POST AND 1.5 FEET EAST OF A NORTH-SOUTH
 MO1011'FENCE.
 MO1011'
 MO1011'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MO1011'
 MO1011'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0388 ***********************************************************************
 OV0388  DESIGNATION -  MARMOT ET
 OV0388  PID         -  OV0388
 OV0388  STATE/COUNTY-  WY/JOHNSON
 OV0388  USGS QUAD   -  BEARTRAP MEADOWS (1976)
 OV0388
 OV0388                         *CURRENT SURVEY CONTROL
 OV0388  ___________________________________________________________________
 OV0388* NAD 83(1993)-  43 52 57.08320(N)    107 05 56.20209(W)     ADJUSTED  
 OV0388* NAVD 88     -      2594.9    (meters)    8513.     (feet)  VERTCON   
 OV0388  ___________________________________________________________________
 OV0388  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 OV0388  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 OV0388
 OV0388  HORZ ORDER  -  THIRD
 OV0388
 OV0388.The horizontal coordinates were established by classical geodetic methods
 OV0388.and adjusted by the National Geodetic Survey in January 1997..
 OV0388
 OV0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0388
 OV0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0388
 OV0388.The geoid height was determined by GEOID03.
 OV0388
 OV0388;                    North         East     Units Scale Factor Converg.
 OV0388;SPC WYEC     -   475,723.856   418,835.273   MT  0.99994186   +0 09 44.9
 OV0388;UTM  13      - 4,860,966.436   331,385.734   MT  0.99994969   -1 27 19.1
 OV0388
 OV0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0388!SPC WYEC     -   0.99959483  x   0.99994186  =   0.99953671
 OV0388!UTM  13      -   0.99959483  x   0.99994969  =   0.99954454
 OV0388
 OV0388:                Primary Azimuth Mark                     Grid Az
 OV0388:SPC WYEC     -  BUTTE ET                                 177 49 33.3
 OV0388:UTM  13      -  BUTTE ET                                 179 26 37.3
 OV0388
 OV0388|---------------------------------------------------------------------|
 OV0388| PID    Reference Object                     Distance      Geod. Az  |
 OV0388|                                                           dddmmss.s |
 OV0388| OV0389 BUTTE ET                            APPROX.12.1 KM 1775918.2 |
 OV0388|---------------------------------------------------------------------|
 OV0388
 OV0388                          SUPERSEDED SURVEY CONTROL
 OV0388
 OV0388  NAD 83(1986)-  43 52 57.06648(N)    107 05 56.18707(W) AD(       ) 3
 OV0388  NAD 27      -  43 52 57.20063(N)    107 05 53.94068(W) AD(       ) 3
 OV0388  NGVD 29 (07/19/86) 2593.9    (m)         8510.     (f) VERT ANG       
 OV0388
 OV0388.Superseded values are not recommended for survey control.
 OV0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0388.See file dsdata.txt to determine how the superseded data were derived.
 OV0388
 OV0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ3138660966(NAD 83)
 OV0388_MARKER: DD = SURVEY DISK
 OV0388_SETTING: 66 = SET IN ROCK OUTCROP
 OV0388_SP_SET: SET IN ROCK OUTCROP
 OV0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0388+STABILITY: POSITION/ELEVATION WELL
 OV0388
 OV0388  HISTORY     - Date     Condition        Report By
 OV0388  HISTORY     - 1966     MONUMENTED       USGS
 OV0388
 OV0388                          STATION DESCRIPTION
 OV0388
 OV0388'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0388'STATION IS LOCATED IN JOHNSON COUNTY, WYOMING, ABOUT 10.5 MI. S. AND
 OV0388'18 MI. E. OF TEN SLEEP, WYOMING.
 OV0388'
 OV0388'TO REACH THE STATION FROM THE POST OFFICE IN TEN SLEEP, PROCEED 3.4
 OV0388'MI. E. ON U.S. HIGHWAY 16 TO GRAVELED RD. RIGHT, TURN RIGHT AND GO
 OV0388'GENERALLY E. FOR 13.4 MI. TO TOP OF BROAD RIDGE (TAYLOR ET IS ABOUT
 OV0388'250 FT. N. OF THIS POINT), CONTINUE ALONG THE MAIN RD. EASTERLY FOR
 OV0388'6.7 MI. TO FENCE AND T-RD. INTERSECTION, TURN RIGHT FOR 5.7 MI. TO
 OV0388'RD. FORK, KEEP RIGHT AND CONTINUE 4.3 MI. TO A GATE, CORRALS, AND A
 OV0388'FENCE CORNER LEFT, PASS THROUGH GATE (RIGHT) AND GO GENERALLY
 OV0388'SW. FOR 0.5 MI. ALONG A SHEEP TRAIL TO A SADDLE AND A SALT LICK,
 OV0388'HERE TURN LEFT AND GO 0.1 MI. TO A ROCKY POINT AND THE STATION, 4.5
 OV0388'FT. SW. OF A ROCK CAIRN.
 OV0388'
 OV0388'STATION MARK--STANDARD USGS BRONZE TABLET, CEMENTED IN SOLID ROCK,
 OV0388'STAMPED ---MARMOT ET 1966---.  (THIS STATION MARK IS THE REFERENCE
 OV0388'MARK FOR THE OLD USGS STATION NO. 1, WHICH IS OBSOLETE)
 OV0388'
 OV0388'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0436 ***********************************************************************
 PX0436  DESIGNATION -  MARQUETTE 2
 PX0436  PID         -  PX0436
 PX0436  STATE/COUNTY-  WY/PARK
 PX0436  USGS QUAD   -  BELKNAP CREEK (1991)
 PX0436
 PX0436                         *CURRENT SURVEY CONTROL
 PX0436  ___________________________________________________________________
 PX0436* NAD 83(1993)-  44 16 17.12866(N)    109 15 40.34058(W)     ADJUSTED  
 PX0436* NAVD 88     -      3446.1    (meters)   11306.     (feet)  VERTCON   
 PX0436  ___________________________________________________________________
 PX0436  LAPLACE CORR-         -12.29  (seconds)                    DEFLEC99
 PX0436  GEOID HEIGHT-          -9.25  (meters)                     GEOID03
 PX0436
 PX0436  HORZ ORDER  -  THIRD
 PX0436
 PX0436.The horizontal coordinates were established by classical geodetic methods
 PX0436.and adjusted by the National Geodetic Survey in January 1997..
 PX0436
 PX0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0436
 PX0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0436
 PX0436.The geoid height was determined by GEOID03.
 PX0436
 PX0436;                    North         East     Units Scale Factor Converg.
 PX0436;SPC WYWC     -   419,033.848   559,188.054   MT  0.99995798   -0 21 24.7
 PX0436;UTM  12      - 4,903,490.206   638,769.763   MT  0.99983683   +1 12 50.3
 PX0436
 PX0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0436!SPC WYWC     -   0.99946139  x   0.99995798  =   0.99941939
 PX0436!UTM  12      -   0.99946139  x   0.99983683  =   0.99929831
 PX0436
 PX0436:                Primary Azimuth Mark                     Grid Az
 PX0436:SPC WYWC     -  PETE                                     059 14 31.3
 PX0436:UTM  12      -  PETE                                     057 40 16.3
 PX0436
 PX0436|---------------------------------------------------------------------|
 PX0436| PID    Reference Object                     Distance      Geod. Az  |
 PX0436|                                                           dddmmss.s |
 PX0436| PX0419 PETE                                APPROX. 4.1 KM 0585306.6 |
 PX0436|---------------------------------------------------------------------|
 PX0436
 PX0436                          SUPERSEDED SURVEY CONTROL
 PX0436
 PX0436  NAD 83(1986)-  44 16 17.11867(N)    109 15 40.33132(W) AD(       ) 3
 PX0436  NAD 27      -  44 16 17.28725(N)    109 15 37.79714(W) AD(       ) 3
 PX0436  NGVD 29 (07/19/86) 3444.6    (m)        11301.     (f) VERT ANG       
 PX0436
 PX0436.Superseded values are not recommended for survey control.
 PX0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0436.See file dsdata.txt to determine how the superseded data were derived.
 PX0436
 PX0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ3877003490(NAD 83)
 PX0436_MARKER: DD = SURVEY DISK
 PX0436_SETTING: 80 = SET IN A BOULDER
 PX0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0436+STABILITY: SURFACE MOTION
 PX0436
 PX0436  HISTORY     - Date     Condition        Report By
 PX0436  HISTORY     - 1954     MONUMENTED       USGS
 PX0436
 PX0436                          STATION DESCRIPTION
 PX0436
 PX0436'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0436'STATION IS LOCATED 10 MI. W. AND 15 MI. S. OF CODY, WYOMING, ON A HIGH
 PX0436'ROUND GRASS TOPPED PEAK AT THE HEAD OF BELKNAP CREEK AND N. FORK OF
 PX0436'MEETEETSE CREEK.
 PX0436'
 PX0436'TO REACH FROM MEETEETSE, PROCEED SW. ALONG STATE SECONDARY RD. NO. 206
 PX0436'FOR 12.1 MI. TO END OF PAVEMENT, GO WESTERLY 8.2 MI. KEEPING ON S.SIDE
 PX0436'OF GREYBULL RIVER, THROUGH A RANCH THEN CROSS THE GREYBULL RIVER AT
 PX0436'PITCHFORK RANCH HEADQUARTERS TO A T-FORK ABOUT 1.8 MI. NW. OF RANCH,
 PX0436'TAKE RIGHT FORK KEEPING TO N. SIDE OF PICKETT CREEK 7.4 MI. TO DIM
 PX0436'TRACK RD. AT FOREST SERVICE SIGN, ENTERING SHOSHONE NATIONAL FOREST,
 PX0436'GO RIGHT UP STEEP GRADES 6.3 MI. TO TOP OF PASS AND DIM FORK, TAKE
 PX0436'LEFT FORK INTO BOTTOM OF MEETEETESE CREEK 1.2 MI. TO CABIN ACROSS
 PX0436'MEETEETSE CREEK AND ALONG RIDGES ABOUT 2 MI. N. OF CABIN TO STATION.
 PX0436'
 PX0436'STATION MARK - A STANDARD TRIANGULATION TABLET CEMENTED IN EMBEDDED
 PX0436'BOULDER AND STAMPED ---MARQUETTE 2 1954---.
 PX0436'
 PX0436'REFERENCE MARK - STANDARD ALUMINUM B.M. TABLET CEMENTED IN EMBEDDED
 PX0436'BOULDER 32.15 FT., S 61 DEG 07 MIN E.
 PX0436'
 PX0436'NOTE-THE DRILL HOLE FOR THE TABLET WAS DRILLED THROUGH ICE IN JUNE.
 PX0436'WHEN STATION WAS OCCUPIED IN JULY A USGS COPPER PLUG WAS DISCOVERED
 PX0436'0.12 FT. FROM THE DRILL HOLE.  THE TABLET WAS CEMENTED IN, THUS
 PX0436'COVERING THE PLUG.  FOR MOST PURPOSES THE STATIONS COULD BE CONSIDERED
 PX0436'IDENTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0206 ***********************************************************************
 NS0206  DESIGNATION -  MARSH
 NS0206  PID         -  NS0206
 NS0206  STATE/COUNTY-  WY/FREMONT
 NS0206  USGS QUAD   -  LEWISTON LAKES (1978)
 NS0206
 NS0206                         *CURRENT SURVEY CONTROL
 NS0206  ___________________________________________________________________
 NS0206* NAD 83(1993)-  42 24 28.96190(N)    108 29 28.02387(W)     ADJUSTED  
 NS0206* NAVD 88     -      2251.9    (meters)    7388.     (feet)  VERTCON   
 NS0206  ___________________________________________________________________
 NS0206  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 NS0206  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 NS0206
 NS0206  HORZ ORDER  -  THIRD
 NS0206
 NS0206.The horizontal coordinates were established by classical geodetic methods
 NS0206.and adjusted by the National Geodetic Survey in January 1997..
 NS0206
 NS0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0206
 NS0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0206
 NS0206.The geoid height was determined by GEOID03.
 NS0206
 NS0206;                    North         East     Units Scale Factor Converg.
 NS0206;SPC WYWC     -   211,931.864   621,309.694   MT  0.99994309   +0 10 28.5
 NS0206;UTM  12      - 4,698,132.021   706,453.018   MT  1.00012445   +1 41 33.4
 NS0206
 NS0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0206!SPC WYWC     -   0.99964890  x   0.99994309  =   0.99959201
 NS0206!UTM  12      -   0.99964890  x   1.00012445  =   0.99977330
 NS0206
 NS0206:                Primary Azimuth Mark                     Grid Az
 NS0206:SPC WYWC     -  BLACK                                    181 51 53.4
 NS0206:UTM  12      -  BLACK                                    180 20 48.5
 NS0206
 NS0206|---------------------------------------------------------------------|
 NS0206| PID    Reference Object                     Distance      Geod. Az  |
 NS0206|                                                           dddmmss.s |
 NS0206| NS0201 BLACK                               APPROX. 4.6 KM 1820221.9 |
 NS0206|---------------------------------------------------------------------|
 NS0206
 NS0206                          SUPERSEDED SURVEY CONTROL
 NS0206
 NS0206  NAD 83(1986)-  42 24 28.94637(N)    108 29 28.02424(W) AD(       ) 3
 NS0206  NAD 27      -  42 24 29.10248(N)    108 29 25.64162(W) AD(       ) 3
 NS0206  NGVD 29 (07/19/86) 2250.7    (m)         7384.     (f) VERT ANG       
 NS0206
 NS0206.Superseded values are not recommended for survey control.
 NS0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0206.See file dsdata.txt to determine how the superseded data were derived.
 NS0206
 NS0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM0645398132(NAD 83)
 NS0206
 NS0206  HISTORY     - Date     Condition        Report By
 NS0206  HISTORY     - 1951     MONUMENTED       USGS
 NS0206  HISTORY     - 1953     GOOD             USGS
 NS0206
 NS0206                          STATION DESCRIPTION
 NS0206
 NS0206'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HLP)
 NS0206'STATION LOCATED ON SEC. LINE OF SEC.11 AND 14,T. 28 N.,R. 98 W.
 NS0206'
 NS0206'FROM LANDER DRIVE SE. ON U.S. HIGHWAY 287 34.0 MI. TO CARTER OIL SIGN
 NS0206'TURN S. AND PROCEED 4.9 MI. ON MAIN RD. TO JUNCTION. TURN LEFT AT
 NS0206'JUNCTION AND PROCEED 3.8 MI., CROSS THE SWEETWATER RIVER TO THE GATE
 NS0206'THRU THE ELLIS RANCH, GO THRU GATE AND TURN W.  PROCEED 1.7 MI. TAKE
 NS0206'LEFT FORK -MAIN RD.- DRIVE 3.5 MI. THEN LEFT.  DRIVE 1.2 MI. TO RD.
 NS0206'JUNCTION AND GO STRAIGHT 1.5 MI.  TURN RIGHT, PROCEED 0.6 MI. TO Y-RD.
 NS0206'AND TURN LEFT.  DRIVE 0.6 MI. TURN RIGHT AND PROCEED 2.0 MI.  TURN
 NS0206'RIGHT AND PROCEED 0.3 MI.   TURN RIGHT AND PROCEED 0.1 MI. MAKE A LEFT
 NS0206'U-TURN, GO 4.6 MI. TURN RIGHT.  THEN GO W. OF X-RDS. 0.3 MI. THEN 0.9
 NS0206'MI., TURN RIGHT AND GO 0.4 MI., TURN LEFT AT X-RDS.  PROCEED 2.9 MI.,
 NS0206'TURN RIGHT ACROSS COUNTRY AND ACROSS 2 DEEP DRAINS TO TOP OF HILL WITH
 NS0206'A LARGE ROCK CAIRN.
 NS0206'
 NS0206'STATION MARK - A STANDARD BRONZE TABLET CEMENTED INTO SOLID ROCK
 NS0206'OUTCROP, STAMPED ---WR-MARSH 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0638 ***********************************************************************
 NQ0638  DESIGNATION -  MARSHALL
 NQ0638  PID         -  NQ0638
 NQ0638  STATE/COUNTY-  WY/ALBANY
 NQ0638  USGS QUAD   -  MARSHALL (1992)
 NQ0638
 NQ0638                         *CURRENT SURVEY CONTROL
 NQ0638  ___________________________________________________________________
 NQ0638* NAD 83(1993)-  42 15 26.80681(N)    105 49 21.15445(W)     ADJUSTED  
 NQ0638* NAVD 88     -      2352.4    (meters)    7718.     (feet)  VERTCON   
 NQ0638  ___________________________________________________________________
 NQ0638  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 NQ0638  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 NQ0638
 NQ0638  HORZ ORDER  -  SECOND
 NQ0638
 NQ0638.The horizontal coordinates were established by classical geodetic methods
 NQ0638.and adjusted by the National Geodetic Survey in January 1997..
 NQ0638
 NQ0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0638
 NQ0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0638
 NQ0638.The geoid height was determined by GEOID03.
 NQ0638
 NQ0638;                    North         East     Units Scale Factor Converg.
 NQ0638;SPC WY E     -   195,380.279   145,883.004   MT  0.99997352   -0 26 27.8
 NQ0638;UTM  13      - 4,678,688.342   432,153.997   MT  0.99965664   -0 33 11.3
 NQ0638
 NQ0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0638!SPC WY E     -   0.99963297  x   0.99997352  =   0.99960650
 NQ0638!UTM  13      -   0.99963297  x   0.99965664  =   0.99928974
 NQ0638
 NQ0638:                Primary Azimuth Mark                     Grid Az
 NQ0638:SPC WY E     -  MARSHALL AZ MK                           042 00 31.8
 NQ0638:UTM  13      -  MARSHALL AZ MK                           042 07 15.3
 NQ0638
 NQ0638|---------------------------------------------------------------------|
 NQ0638| PID    Reference Object                     Distance      Geod. Az  |
 NQ0638|                                                           dddmmss.s |
 NQ0638| CP9927 MARSHALL AZ MK                                     0413404.0 |
 NQ0638| CP9928 MARSHALL RM 1                         8.662 METERS 08206     |
 NQ0638| CP9929 MARSHALL RM 2                         8.535 METERS 18200     |
 NQ0638|---------------------------------------------------------------------|
 NQ0638
 NQ0638                          SUPERSEDED SURVEY CONTROL
 NQ0638
 NQ0638  NAD 83(1986)-  42 15 26.79195(N)    105 49 21.14417(W) AD(       ) 2
 NQ0638  NAD 27      -  42 15 26.91200(N)    105 49 19.12800(W) AD(       ) 2
 NQ0638  NGVD 29 (07/19/86) 2351.4    (m)         7715.     (f) VERT ANG       
 NQ0638
 NQ0638.Superseded values are not recommended for survey control.
 NQ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0638.See file dsdata.txt to determine how the superseded data were derived.
 NQ0638
 NQ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG3215478688(NAD 83)
 NQ0638_MARKER: DS = TRIANGULATION STATION DISK
 NQ0638_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NQ0638_SP_SET: PREFABRICATED CONCRETE POST
 NQ0638
 NQ0638  HISTORY     - Date     Condition        Report By
 NQ0638  HISTORY     - 1948     MONUMENTED       CGS
 NQ0638
 NQ0638                          STATION DESCRIPTION
 NQ0638
 NQ0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0638'THE STATION IS LOCATED IN T.26 N.,R. 75 W., ABOUT 32 MILES
 NQ0638'AIRLINE NORTHEAST OF MEDICINE BOW, ABOUT 3.5 MILES AIRLINE
 NQ0638'OF THE OLD ABANDONED POST OFFICE OF MARSHALL, ON A PROMINENT
 NQ0638'GRASS AND ROCK COVERED HILL WHICH IS THE HIGHEST IN THE
 NQ0638'VICINITY, WITH HIGHER HILLS OF A RANGE ABOUT 4 MILES TO THE
 NQ0638'EASTWARD.  IT IS THE FIRST HIGH HILL IN THE VALLEY TO THE
 NQ0638'SOUTH OF THE MARSHALL ROAD CROSSING OF COTTONWOOD CREEK, THE
 NQ0638'STATION IS ON THE HIGHEST POINT, 8 FEET NORTHEAST OF A 3
 NQ0638'FOOT CAIRN, 5 FEET NORTHEAST OF A 4 X 4 WITNESS POST, A
 NQ0638'BRONZE DISK SET IN TOP OF A 3 INCH IRON PIPE, PROJECTS 10
 NQ0638'INCHES AND IS STAMPED, MARSHALL 1948.
 NQ0638'
 NQ0638'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 NQ0638'STATION, ON THE NORTHEAST SLOPE, A BRONZE DISK SET IN TOP
 NQ0638'OF A 3 INCH IRON PIPE, PROJECTS 6 INCHES AND IS STAMPED,
 NQ0638'MARSHALL NO 1 1948.
 NQ0638'
 NQ0638'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN
 NQ0638'THE STATION, ON THE SOUTHEAST SLOPE, SET FLUSH, STAMPED, MARSHALL
 NQ0638'NO 2 1948.
 NQ0638'
 NQ0638'THE AZIMUTH MARK IS LOCATED ALONG ROAD TO STATION, 17 PACES
 NQ0638'WEST OF GATE IN FENCE, 9 PACES SOUTH OF THE CENTER LINE OF
 NQ0638'TRACK ROAD TO STATION, 3 FEET SOUTH OF A 4 X 4 WITNESS POST,
 NQ0638'PROJECTS 10 INCHES, STAMPED, MARSHALL 1948.
 NQ0638'
 NQ0638'TO REACH FROM MEDICINE BOW.  GO NORTH ON THE CASPER ROAD FOR
 NQ0638'2.6 MILES TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW BLADED
 NQ0638'ROAD NORTHEAST FOR 9.3 MILES TO A GRADED NORTH-SOUTH ROAD.
 NQ0638'TURN LEFT (NORTH) AND FOLLOW GRADED ROAD FOR 7.3 MILES TO
 NQ0638'A TALL STONE MONUMENT IN FORK.  KEEP THE RIGHT FORK MAIN
 NQ0638'ROAD AND CONTINUE NORTHERLY FOR 2.8 MILES TO A WOODEN BRIDGE
 NQ0638'OVER SHEEP CREEK.  CONTINUE NORTH FOR 7.0 MILES TO A CATTLE
 NQ0638'GUARD AND A PROMINENT BUTTE ON THE LEFT.  CONTINUE NORTH
 NQ0638'ON GRADED ROAD AND GO 4.2 MILES TO A FORK.  (AND A LARGE
 NQ0638'MAIL BOX READING, HOLADAY, MEDICINE BOW,).  CONTINUE 3.5
 NQ0638'MILES TO A REVERSE Y AND A LARGE MAIL BOX.  (THIS IS 1.0
 NQ0638'MILE BEFORE REACHING WHAT WAS THE MARSHALL POST OFFICE).
 NQ0638'TURN RIGHT SOUTHERLY AND GO 0.7 MILE TO A CATTLE GUARD.
 NQ0638'CONTINUE ON BLADED ROAD FOR 1.2 MILE TO A FORK JUST BEFORE
 NQ0638'REACHING RANCH HOUSE.  TAKE THE RIGHT FORK, CROSSING
 NQ0638'COTTONWOOD CREEK, AND FOLLOW ROAD TO THE SOUTHEAST FOR 0.4
 NQ0638'MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT AND FOLLOW TRACK
 NQ0638'ROAD FOR 0.55 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 NQ0638'GO 0.2 MILE TO A GATE IN FENCE AT FENCE CORNER.
 NQ0638'CONTINUE SOUTHEAST ON TRACK ROAD FOR 0.2 MILE TO A FORK.
 NQ0638'KEEP THE LEFT FORK AND GO 0.9 MILE TO A GATE IN A
 NQ0638'NORTH-SOUTH FENCE AND AZIMUTH MARK AS DESCRIBED ABOVE.  TO
 NQ0638'REACH STATION, TURN RIGHT ALONG THE WEST SIDE OF FENCE
 NQ0638'AND GO ABOUT 0.2 MILE.  THENCE RIGHT ACROSS COUNTRY FOR
 NQ0638'APPROXIMATELY 0.3 MILE TO TOP OF HILL AND STATION AS
 NQ0638'DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0656 ***********************************************************************
 NT0656  DESIGNATION -  MARTEN
 NT0656  PID         -  NT0656
 NT0656  STATE/COUNTY-  WY/LINCOLN
 NT0656  USGS QUAD   -  BOX CANYON CREEK (1980)
 NT0656
 NT0656                         *CURRENT SURVEY CONTROL
 NT0656  ___________________________________________________________________
 NT0656* NAD 83(1993)-  42 43 54.75358(N)    110 40 24.34590(W)     ADJUSTED  
 NT0656* NAVD 88     -      2452.8    (meters)    8047.     (feet)  VERTCON   
 NT0656  ___________________________________________________________________
 NT0656  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 NT0656  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 NT0656
 NT0656  HORZ ORDER  -  SECOND
 NT0656
 NT0656.The horizontal coordinates were established by classical geodetic methods
 NT0656.and adjusted by the National Geodetic Survey in January 1997..
 NT0656
 NT0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0656
 NT0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0656
 NT0656.The geoid height was determined by GEOID03.
 NT0656
 NT0656;                    North         East     Units Scale Factor Converg.
 NT0656;SPC WY W     -   348,038.569   751,677.255   MT  0.99996622   -0 24 01.5
 NT0656;UTM  12      - 4,731,092.480   526,733.689   MT  0.99960879   +0 13 17.8
 NT0656
 NT0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0656!SPC WY W     -   0.99961711  x   0.99996622  =   0.99958334
 NT0656!UTM  12      -   0.99961711  x   0.99960879  =   0.99922605
 NT0656
 NT0656|---------------------------------------------------------------------|
 NT0656| PID    Reference Object                     Distance      Geod. Az  |
 NT0656|                                                           dddmmss.s |
 NT0656| CP5746 MARTEN RM 1                           9.963 METERS 16442     |
 NT0656| CP5745 MARTEN AZ MK                                       2051143.9 |
 NT0656| CP5747 MARTEN RM 2                           6.160 METERS 30246     |
 NT0656|---------------------------------------------------------------------|
 NT0656
 NT0656                          SUPERSEDED SURVEY CONTROL
 NT0656
 NT0656  NAD 83(1993)-  42 43 54.75196(N)    110 40 24.34394(W) AD(       ) 2
 NT0656  NAD 83(1986)-  42 43 54.74330(N)    110 40 24.33686(W) AD(       ) 2
 NT0656  NAD 27      -  42 43 55.00700(N)    110 40 21.67600(W) AD(       ) 2
 NT0656  NGVD 29 (07/19/86) 2451.4    (m)         8043.     (f) VERT ANG       
 NT0656
 NT0656.Superseded values are not recommended for survey control.
 NT0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0656.See file dsdata.txt to determine how the superseded data were derived.
 NT0656
 NT0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2673431092(NAD 83)
 NT0656_MARKER: DS = TRIANGULATION STATION DISK
 NT0656_SETTING: 80 = SET IN A BOULDER
 NT0656_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NT0656
 NT0656  HISTORY     - Date     Condition        Report By
 NT0656  HISTORY     - 1946     MONUMENTED       CGS
 NT0656
 NT0656                          STATION DESCRIPTION
 NT0656
 NT0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0656'THE STATION IS LOCATED ON THE SUMMIT OF A PARTIALLY WOODED
 NT0656'HILL 13-1/2 MILES, AIRLINE, EAST BY NORTH OF AFTON, 14-1/2
 NT0656'MILES, AIRLINE, SOUTH- SOUTHEAST OF YOUNGS STORE AND RANCH,
 NT0656'12-1/2 MILES, AIRLINE, SOUTH- SOUTHEAST OF GREYS MEADOWS
 NT0656'RANGER STATION, 1-1/2 MILES SOUTHEAST OF THE CONFLUENCE OF MARTEN
 NT0656'CREEK AND GREYS RIVER, AND 1/2 MILE EAST OF THE RIVER.  THE
 NT0656'HILL RISES ABOUT 700 FEET ABOVE THE VALLEY FLOOR, IS BARREN
 NT0656'ON THE SOUTHEAST END AND HEAVILY WOODED ON THE NORTHWEST END.
 NT0656'THERE IS A MUCH HIGHER MOUNTAIN ABOUT 1-1/2 MILES EAST AND
 NT0656'ONE 2 MILES SOUTHEAST.
 NT0656'
 NT0656'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE HILL.
 NT0656'IT IS A STANDARD DISC CEMENTED IN AN 8 IN X 10 IN BOULDER WHICH
 NT0656'PROJECTS ABOUT 2 INCHES.  THERE IS A SMALL SADDLE 50 YARDS NORTH
 NT0656'BY WEST AND ONE 100 YARDS SOUTH BY EAST.  THE MARK IS STAMPED
 NT0656'MARTEN 1946.
 NT0656'
 NT0656'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN AN 8 IN X
 NT0656'14 IN RECTANGULAR- SHAPED BOULDER WHICH PROJECTS 2-1/2 INCHES
 NT0656'AND IS 2.5 FEET LOWER THAN THE STATION.  IT IS STAMPED MARTEN
 NT0656'NO 1 1946
 NT0656'
 NT0656'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 NT0656'IN AN 8 IN X 10 IN BOULDER WHICH PROJECTS 2 INCHES AND IS
 NT0656'2-1/2 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED MARTEN
 NT0656'NO 2 1946.
 NT0656'
 NT0656'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 NT0656'IN A 10 IN X 14 IN BOULDER WHICH IS FLUSH WITH THE SURFACE
 NT0656'OF THE GROUND.  IT IS 30 FEET WEST OF THE ROAD, 30 FEET
 NT0656'NORTHWEST OF A PINE TREE, AT THE EXTREME SOUTH END OF A
 NT0656'CLEARING EAST OF THE EAST BANK OF THE RIVER.  IT IS STAMPED
 NT0656'MARTEN 1946.
 NT0656'
 NT0656'TO REACH THE STATION FROM ALPINE GO SOUTH ON U.S. HIGHWAY NO.
 NT0656'89 FOR 1.55 MILES TO A T-ROAD LEFT WHICH IS THE GREYS RIVER
 NT0656'ROAD.  TURN LEFT ON THE GREYS RIVER ROAD AND GO 9.5 MILES
 NT0656'TO FORKS.  TAKE THE RIGHT FORK ACROSS LITTLE GREYS RIVER AND GO
 NT0656'1.7 MILES TO FORKS.  TAKE THE RIGHT FORK MAIN-TRAVELED-ROAD
 NT0656'FOR 16.3 MILES TO YOUNGS RANCH AND DEADMAN CREEK.  CONTINUE
 NT0656'1.2 MILES TO FORKS.  TAKE THE RIGHT FORK ALONG THE EAST
 NT0656'SIDE OF GREYS RIVER FOR 6.5 MILES TO SHEEP CREEK.  CONTINUE
 NT0656'SOUTHERLY ON THE GREYS RIVER ROAD FOR 9.4 MILES TO MARTEN
 NT0656'CREEK.  CROSS BRIDGE AND CONTINUE 1.1 MILES AND END OF TRUCK
 NT0656'TRAVEL.  FROM HERE THE STATION IS ON THE FIRST HIGH RIDGE
 NT0656'TO EAST- NORTHEAST.  PACK EASTERLY THROUGH CLEARING TO THE
 NT0656'TOP OF THE RIDGE THENCE NORTH ALONG TOP OF RIDGE TO THE
 NT0656'HIGHEST POINT AND STATION.  A 40 MINUTE BACK PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0862 ***********************************************************************
 MR0862  DESIGNATION -  MARTIN
 MR0862  PID         -  MR0862
 MR0862  STATE/COUNTY-  WY/LINCOLN
 MR0862  USGS QUAD   -  WINDY POINT (1962)
 MR0862
 MR0862                         *CURRENT SURVEY CONTROL
 MR0862  ___________________________________________________________________
 MR0862* NAD 83(1993)-  41 44 22.63135(N)    110 57 36.72741(W)     ADJUSTED  
 MR0862* NAVD 88     -      2315.5    (meters)    7597.     (feet)  VERTCON   
 MR0862  ___________________________________________________________________
 MR0862  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 MR0862  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 MR0862
 MR0862  HORZ ORDER  -  THIRD
 MR0862
 MR0862.The horizontal coordinates were established by classical geodetic methods
 MR0862.and adjusted by the National Geodetic Survey in January 1997..
 MR0862
 MR0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0862
 MR0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0862
 MR0862.The geoid height was determined by GEOID03.
 MR0862
 MR0862;                    North         East     Units Scale Factor Converg.
 MR0862;SPC WY W     -   238,030.502   727,059.574   MT  1.00000295   -0 35 01.7
 MR0862;UTM  12      - 4,620,867.935   503,309.373   MT  0.99960013   +0 01 35.4
 MR0862
 MR0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0862!SPC WY W     -   0.99963920  x   1.00000295  =   0.99964215
 MR0862!UTM  12      -   0.99963920  x   0.99960013  =   0.99923948
 MR0862
 MR0862:                Primary Azimuth Mark                     Grid Az
 MR0862:SPC WY W     -  SAGE                                     340 12 53.2
 MR0862:UTM  12      -  SAGE                                     339 36 16.1
 MR0862
 MR0862|---------------------------------------------------------------------|
 MR0862| PID    Reference Object                     Distance      Geod. Az  |
 MR0862|                                                           dddmmss.s |
 MR0862| MR0867 SAGE                                APPROX. 6.6 KM 3393751.5 |
 MR0862|---------------------------------------------------------------------|
 MR0862
 MR0862                          SUPERSEDED SURVEY CONTROL
 MR0862
 MR0862  NAD 83(1986)-  41 44 22.61965(N)    110 57 36.72121(W) AD(       ) 3
 MR0862  NAD 27      -  41 44 22.81005(N)    110 57 34.05250(W) AD(       ) 3
 MR0862  NGVD 29 (07/19/86) 2314.2    (m)         7593.     (f) VERT ANG       
 MR0862
 MR0862.Superseded values are not recommended for survey control.
 MR0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0862.See file dsdata.txt to determine how the superseded data were derived.
 MR0862
 MR0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM0330920868(NAD 83)
 MR0862_MARKER: DD = SURVEY DISK
 MR0862_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0862_SP_SET: PREFABRICATED CONCRETE POST
 MR0862
 MR0862  HISTORY     - Date     Condition        Report By
 MR0862  HISTORY     - 1952     MONUMENTED       USGS
 MR0862  HISTORY     - 1961     GOOD             USGS
 MR0862
 MR0862                          STATION DESCRIPTION
 MR0862
 MR0862'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 MR0862'LOCATED ABOUT 5 MI. S. OF SAGE ABOUT 2 MI. E. OF BRIDGER CREEK ON S.
 MR0862'END AND HIGHEST POINT OF N-S. RIDGE.
 MR0862'
 MR0862'TO REACH FROM KEMMERER POST OFFICE GO W. ON U.S. HIGHWAY 30 N., 23.8
 MR0862'MI. TO SAGE ON LEFT.  TURN LEFT S. GO 0.1 MI. TO CROSSROADS ON S. SIDE
 MR0862'OF RAILROAD CROSSING, TURN RIGHT W. GO 0.35 MI. TO SMALL BRIDGE OVER
 MR0862'TWIN CREEK, CONTINUE ON RD. S. 3.5 MI. TO RD. FORK, TAKE LEFT FORK E.
 MR0862'GO 1.9 MI. TO RD. FORK IN SADDLE, TAKE RIGHT FORK SW. GO 0.9 MI. TO
 MR0862'HIGHEST POINT AND STATION.
 MR0862'
 MR0862'REFERENCE MARKS - NONE.
 MR0862
 MR0862                          STATION RECOVERY (1961)
 MR0862
 MR0862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MR0862'LOCATED ABOUT 5 MI. S. OF SAGE, ABOUT 2 MI. E. OF BRIDGER CREEK ON
 MR0862'S. END AND HIGHEST POINT OF N-S. RIDGE.
 MR0862'
 MR0862'TO REACH FROM KREMMERER POST OFFICE GO W. ON U.S. HIGHWAY 30 N. 23.8
 MR0862'FT. TO SAGE ON LEFT.  TURN LEFT S. GO 0.1 MI. TO CROSSROADS ON S. SIDE
 MR0862'RAILROAD CROSSING, TURN RIGHT W. GO 0.35 MI. TO SMALL BRIDGE OVER TWIN
 MR0862'CREEK, CONTINUE ON RD. S. 3.5 MI. TO RD. FORK, TAKE LEFT FORK E. GO
 MR0862'1.9 MI. TO RD. FORK IN SADDLE, TAKE RIGHT FORK SW. GO 0.9  MI. TO
 MR0862'HIGHEST POINT AND STATION.
 MR0862'
 MR0862'RECOVERED.
 MR0862'
 MR0862'STATION MARK - STANDARD TABLET WELDED IN TOP OF 3 IN. IRON PIPE ABOUT
 MR0862'2 1/2 FT. LONG FLANGED AT THE BOTTOM, PROJECTING 1 IN. ABOVE GROUND
 MR0862'STAMPED, ---MARTIN 1952---.
 MR0862'
 MR0862'REFERENCE MARK NO.1- A 5/8 IN. IRON ROD DRIVEN IN GROUND STAMPED,
 MR0862'---52--- IN TOP 53.30 FT. FROM STATION, S 83 DEG 16 MIN W.
 MR0862'
 MR0862'REFERENCE MARK NO.2 - A 5/8 IN. IRON ROD DRIVEN IN GROUND STAMPED,
 MR0862'---52--- IN TOP 60.70 FT. FROM STATION, N 05 DEG 32 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1260 ***********************************************************************
 PY1260  DESIGNATION -  MARY
 PY1260  PID         -  PY1260
 PY1260  STATE/COUNTY-  WY/PARK
 PY1260  USGS QUAD   -  MARY LAKE (1986)
 PY1260
 PY1260                         *CURRENT SURVEY CONTROL
 PY1260  ___________________________________________________________________
 PY1260* NAD 83(1993)-  44 37 10.81062(N)    110 38 44.04152(W)     ADJUSTED  
 PY1260* NAVD 88     -      2625.6    (meters)    8614.     (feet)  VERTCON   
 PY1260  ___________________________________________________________________
 PY1260  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 PY1260  GEOID HEIGHT-          -8.72  (meters)                     GEOID03
 PY1260
 PY1260  HORZ ORDER  -  THIRD
 PY1260
 PY1260.The horizontal coordinates were established by classical geodetic methods
 PY1260.and adjusted by the National Geodetic Survey in January 1997..
 PY1260
 PY1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1260
 PY1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1260
 PY1260.The geoid height was determined by GEOID03.
 PY1260
 PY1260;                    North         East     Units Scale Factor Converg.
 PY1260;SPC WYWC     -   459,349.887   449,564.069   MT  1.00021571   -1 19 54.1
 PY1260;UTM  12      - 4,940,763.017   528,118.925   MT  0.99960972   +0 14 56.2
 PY1260
 PY1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1260!SPC WYWC     -   0.99958986  x   1.00021571  =   0.99980548
 PY1260!UTM  12      -   0.99958986  x   0.99960972  =   0.99919974
 PY1260
 PY1260:                Primary Azimuth Mark                     Grid Az
 PY1260:SPC WYWC     -  TROUT                                    093 28 46.1
 PY1260:UTM  12      -  TROUT                                    091 53 55.8
 PY1260
 PY1260|---------------------------------------------------------------------|
 PY1260| PID    Reference Object                     Distance      Geod. Az  |
 PY1260|                                                           dddmmss.s |
 PY1260| PY0904 TROUT                               APPROX.11.2 KM 0920852.0 |
 PY1260|---------------------------------------------------------------------|
 PY1260
 PY1260                          SUPERSEDED SURVEY CONTROL
 PY1260
 PY1260  NAD 83(1993)-  44 37 10.81058(N)    110 38 44.04145(W) AD(       ) 3
 PY1260  NAD 83(1986)-  44 37 10.80567(N)    110 38 44.02411(W) AD(       ) 3
 PY1260  NAD 27      -  44 37 11.03592(N)    110 38 41.28929(W) AD(       ) 3
 PY1260  NGVD 29 (07/19/86) 2624.2    (m)         8610.     (f) VERT ANG       
 PY1260
 PY1260.Superseded values are not recommended for survey control.
 PY1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1260.See file dsdata.txt to determine how the superseded data were derived.
 PY1260
 PY1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ2811940763(NAD 83)
 PY1260_MARKER: DD = SURVEY DISK
 PY1260_SETTING: 0 = UNSPECIFIED SETTING
 PY1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1260
 PY1260  HISTORY     - Date     Condition        Report By
 PY1260  HISTORY     - 1955     MONUMENTED       USGS
 PY1260
 PY1260                          STATION DESCRIPTION
 PY1260
 PY1260'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1260'STATION IS LOCATED ABOUT 11 MI. (AIRLINE) SW. OF CANYON, WYOMING, AND
 PY1260'ABOUT 13 MI. (AIRLINE) NW. OF LAKE, WYOMING, AND ABOUT 1 MI. NNW. OF
 PY1260'MARY LAKE, ON A TIMBERED HILL KNOWN AS MARY MOUNTAIN.  ALL STATIONS
 PY1260'ARE VISIBLE FROM A 36 FT. TOWER.
 PY1260'
 PY1260'TO REACH THE STATION FROM CANYON JUNCTION, YELLOWSTONE PARK, WYOMING,
 PY1260'GO S. 6.8 MI. ALONG HIGHWAY TO SERVICE RD. AND GATE ON RIGHT, GO
 PY1260'RIGHT (W.) 3.6 MI. ALONG SERVICE RD. TO BRIDGE AND LOCKED GATE
 PY1260'(NOTE--OBTAIN KEYS FROM RANGER AT CANYON), CONTINUE ALONG SERVICE RD.
 PY1260'7.8 MI. TO MARY LAKE AND TRAIL N. TO NORRIS ROAD AND END OF TRUCK
 PY1260'TRAVEL.  PACK N. ALONG NORRIS TRAIL ABOUT 5 MINUTES TO SWAMPY AREA
 PY1260'ON LEFT, THEN ANGLE NW. ALONG TOP OF RIDGE TO TOP OF MOUNTAIN AND
 PY1260'STATION.  AN EASY 25 MINUTE HIKE FROM MARY LAKE.
 PY1260'
 PY1260'STATION MARK--STANDARD TABLET, STAMPED ---MARY 1955---, AND SET
 PY1260'VERTICAL INSIDE OF LARGE TREE.  TOP OF TREE WAS USED FOR INSTRUMENT
 PY1260'AND FLAG POSITION.
 PY1260'
 PY1260'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 PY1260'---NO. 1 MARY 1955---, SET IN A SOLID ROCK, 19.28 FT. WNW. FROM
 PY1260'INSTRUMENT AND SIGNAL POSITION IN TRUE AZIMUTH AND 0.5 FT. HIGHER
 PY1260'THAN STATION MARK.
 PY1260'
 PY1260'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 PY1260'---NO. 2 MARY 1955---, SET IN A SOLID ROCK, 21.80 FT. NNE. FROM
 PY1260'INSTRUMENT AND FLAG POSITION AND 1.3 FT. LOWER THAN STATION MARK.
 PY1260'DISTANCE BETWEEN REFERENCE MARKS IS 29.28 FT.  (NO ANGLE WAS
 PY1260'TURNED TO REFERENCE MARK NO. 2 DUE TO LEG OF TOWER).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0619 ***********************************************************************
 NT0619  CBN         -  This is a Cooperative Base Network Control Station.
 NT0619  DESIGNATION -  MASON
 NT0619  PID         -  NT0619
 NT0619  STATE/COUNTY-  WY/SUBLETTE
 NT0619  USGS QUAD   -  MEADOW CANYON (1980)
 NT0619
 NT0619                         *CURRENT SURVEY CONTROL
 NT0619  ___________________________________________________________________
 NT0619* NAD 83(1993)-  42 42 49.07887(N)    110 19 47.96926(W)     ADJUSTED  
 NT0619* NAVD 88     -      2440.6    (meters)    8007.     (feet)  GPS OBS   
 NT0619  ___________________________________________________________________
 NT0619  X           -  -1,631,298.210 (meters)                     COMP
 NT0619  Y           -  -4,402,887.799 (meters)                     COMP
 NT0619  Z           -   4,305,829.162 (meters)                     COMP
 NT0619  LAPLACE CORR-          -8.13  (seconds)                    DEFLEC99
 NT0619  ELLIP HEIGHT-        2429.05  (meters)          (09/07/01) GPS OBS
 NT0619  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 NT0619
 NT0619  HORZ ORDER  -  B
 NT0619  ELLP ORDER  -  FOURTH    CLASS I
 NT0619
 NT0619.The horizontal coordinates were established by GPS observations
 NT0619.and adjusted by the National Geodetic Survey in May 1992..
 NT0619
 NT0619.The orthometric height was determined by GPS observations and a
 NT0619.high-resolution geoid model.
 NT0619
 NT0619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NT0619
 NT0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0619
 NT0619.The ellipsoidal height was determined by GPS observations
 NT0619.and is referenced to NAD 83.
 NT0619
 NT0619.The geoid height was determined by GEOID03.
 NT0619
 NT0619;                    North         East     Units Scale Factor Converg.
 NT0619;SPC WY W     -   345,872.775   779,795.365   MT  0.99994252   -0 10 02.3
 NT0619;UTM  12      - 4,729,232.635   554,864.322   MT  0.99963703   +0 27 16.2
 NT0619
 NT0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0619!SPC WY W     -   0.99961920  x   0.99994252  =   0.99956174
 NT0619!UTM  12      -   0.99961920  x   0.99963703  =   0.99925637
 NT0619
 NT0619:                Primary Azimuth Mark                     Grid Az
 NT0619:SPC WY W     -  MASON RM 1 AZIMUTH                       125 57 56.5
 NT0619:UTM  12      -  MASON RM 1 AZIMUTH                       125 20 38.0
 NT0619
 NT0619|---------------------------------------------------------------------|
 NT0619| PID    Reference Object                     Distance      Geod. Az  |
 NT0619|                                                           dddmmss.s |
 NT0619| NT0694 MASON RM 1 AZIMUTH                                 1254754.2 |
 NT0619| NT0693 MASON RM 2                           21.274 METERS 21451     |
 NT0619| NT0692 MASON RM 3                           25.619 METERS 31524     |
 NT0619|---------------------------------------------------------------------|
 NT0619
 NT0619                          SUPERSEDED SURVEY CONTROL
 NT0619
 NT0619  ELLIP H (05/15/92) 2429.05   (m)                       GP(       ) 4 2
 NT0619  NAD 83(1986)-  42 42 49.05487(N)    110 19 47.95860(W) AD(       ) 1
 NT0619  NAD 27      -  42 42 49.27600(N)    110 19 45.35200(W) AD(       ) 1
 NT0619  NGVD 29 (05/10/91) 2439.0    (m)         8002.     (f) GPS OBS        
 NT0619
 NT0619.Superseded values are not recommended for survey control.
 NT0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0619.See file dsdata.txt to determine how the superseded data were derived.
 NT0619
 NT0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN5486429233(NAD 83)
 NT0619_MARKER: DS = TRIANGULATION STATION DISK
 NT0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0619_SP_SET: CONCRETE POST
 NT0619_STAMPING: MASON 1933
 NT0619_MARK LOGO: CGS   
 NT0619_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0619+STABILITY: SURFACE MOTION
 NT0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0619+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2004
 NT0619
 NT0619  HISTORY     - Date     Condition        Report By
 NT0619  HISTORY     - 1933     MONUMENTED       CGS
 NT0619  HISTORY     - 1933     GOOD             CGS
 NT0619  HISTORY     - 1934     GOOD             USGS
 NT0619  HISTORY     - 1946     GOOD             CGS
 NT0619  HISTORY     - 1960     GOOD             CGS
 NT0619  HISTORY     - 1970     GOOD             USGS
 NT0619  HISTORY     - 1989     GOOD             WYHD
 NT0619  HISTORY     - 19900622 GOOD             NGS
 NT0619  HISTORY     - 19920819 GOOD             NGS
 NT0619  HISTORY     - 19930712 GOOD             NGS
 NT0619  HISTORY     - 20041002 GOOD             INDIV
 NT0619
 NT0619                          STATION DESCRIPTION
 NT0619
 NT0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NT0619'ABOUT 16 MILES NORTHWEST OF BIG PINEY, 4 MILES NORTHWEST OF MASON
 NT0619'POST OFFICE IN T. 31 N., R. 113 W., ON LONG RIDGE THAT SLOPES FROM
 NT0619'BARE MOUNTAIN EAST TO BUDDY CREEK.  TO REACH FROM BIG PINEY, GO
 NT0619'NORTH ON STATE HIGHWAY 287, PASSING MARBLETON AT 1.5 MILES, AND
 NT0619'BRIDGE AT 2.3 MILES AND AT 2.4 MILES REACH SAGEBRUSH ROAD TURNING
 NT0619'LEFT OFF MAIN HIGHWAY, TURN LEFT AND FOLLOW MAIN-TRAVELED
 NT0619'SAGEBRUSH ROAD, PASSING CROSSROADS AT 1.0 MILE AND AT 5.15 MILES
 NT0619'FROM HIGHWAY, AT 6.6 MILES KEEP TO MAIN ROAD TO LEFT (ROAD COMES IN
 NT0619'FROM RIGHT AND DIM ROAD GOES STRAIGHT AHEAD), AT 12.6 MILES KEEP
 NT0619'LEFT FORK.  AT 16.75 MILES KEEP MAIN ROAD TO RIGHT.  AT
 NT0619'17.75 MILES PASS CROSSROADS, CONTINUE TO ODOMETER READING
 NT0619'OF 18 MILES NORTH AND WEST OF ABOVE-MENTIONED HIGHWAY TO
 NT0619'STATION SITE.  STATION IS 40 FEET SOUTH OF ROAD.  SURFACE
 NT0619'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 NT0619'REFERENCE MARKS ARE STANDARD REFERENCE
 NT0619'DISKS IN CONCRETE.  NO. 1 IS 18 FEET SOUTH OF
 NT0619'SAGEBRUSH ROAD AND APPROXIMATELY 0.35 MILE FROM STATION.
 NT0619'NO. 2 IS 21.275 METERS (69.70
 NT0619'FEET) FROM STATION.  NO. 3 IS 10
 NT0619'FEET SOUTHWEST OF SAGEBRUSH ROAD, AND 25.65 METERS (84.1
 NT0619'FEET) FROM STATION.  ELEVATION--2,447.9
 NT0619'METERS (8,031 FEET).
 NT0619
 NT0619                          STATION RECOVERY (1933)
 NT0619
 NT0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 NT0619'RECOVERED IN GOOD CONDITION.
 NT0619
 NT0619                          STATION RECOVERY (1934)
 NT0619
 NT0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 NT0619'RECOVERED.
 NT0619'
 NT0619'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF CONCRETE POST,
 NT0619'AND STAMPED ---MASON 1933---.
 NT0619
 NT0619                          STATION RECOVERY (1946)
 NT0619
 NT0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0619'THE STATION WAS FOUND AS DESCRIBED AND ALL THE MARKS IN GOOD
 NT0619'CONDITION.
 NT0619'
 NT0619'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF BIG PINEY IN
 NT0619'T. 31 N, R. 113 W., ON LONG RIDGE THAT SLOPES FROM BARE MOUNTAIN
 NT0619'EAST TO BUDDY CREEK.  IT IS A STANDARD DISK STAMPED MASON 1933,
 NT0619'SET IN THE TOP OF AN 18-INCH CONCRETE POST PROJECTING ABOUT 6
 NT0619'INCHES.  THE MARK IS 300 FEET NORTHWEST OF A CATTLE GUARD, 45
 NT0619'FEET NORTH OF THE ROAD, AND 40 FEET SOUTH OF A TRACK ROAD.
 NT0619'
 NT0619'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MASON NO. 1 1933,
 NT0619'SET IN THE TOP OF AN 18-INCH CONCRETE POST PROJECTING ABOUT 6
 NT0619'INCHES.  IT IS USED AS THE AZIMUTH MARK.  THE MARK IS LOCATED
 NT0619'ABOUT 0.35 MILE SOUTHWEST OF THE STATION, 150 YARDS EAST OF A
 NT0619'NORTH AND SOUTH FENCE LINE, AND 33 FEET SOUTH OF THE TRACK ROAD.
 NT0619'
 NT0619'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MASON NO. 2 1933,
 NT0619'SET IN THE TOP OF AN 18-INCH CONCRETE POST PROJECTING ABOUT 6
 NT0619'INCHES.  IT IS 25 FEET SOUTH OF THE ROAD, AND ABOUT THE SAME
 NT0619'ELEVATION AS THE STATION.
 NT0619'
 NT0619'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MASON NO. 3 1933,
 NT0619'SET IN THE TOP OF AN 18-INCH CONCRETE POST PROJECTING ABOUT 6
 NT0619'INCHES.  IT IS 110 FEET NORTH OF THE ROAD, AND 10 FEET SOUTH OF THE
 NT0619'TRACK ROAD.
 NT0619'
 NT0619'TO REACH THE STATION FROM THE POST OFFICE IN BIG PINEY GO WEST
 NT0619'0.05 MILE TO BURNEY AND CO. GENERAL STORE.  TURN LEFT (NORTH) AND
 NT0619'GO 0.1 MILE TO A BRIDGE, CROSS THE BRIDGE AND TURN LEFT (WEST)
 NT0619'AND GO 1.1 MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE 1.4
 NT0619'MILES PASSING BETWEEN THE HOUSE AND THE BARN, CONTINUE 3.6 MILES
 NT0619'TO WHERE THE MAIN ROAD TURNS LEFT (NORTHWEST), JUST AFTER
 NT0619'PASSING OVER TWO BRIDGES.  TURN LEFT ON THE MAIN ROAD AND GO 5.0
 NT0619'MILES TO A FORK, TAKE THE RIGHT FORK AND GO 4.0 MILES TO
 NT0619'WHERE THE MAIN ROAD TURNS LEFT AND PASSES BETWEEN TO
 NT0619'FENCES.  TURN RIGHT (NORTH) AND GO UP HILL FOR 5.0 MILES TO A
 NT0619'SIDE ROAD TO THE LEFT.  TURN LEFT (NORTH) AND GO ON TRACK ROAD
 NT0619'UP HILL FOR 0.2 MILE AND THE AZIMUTH MARK AS DESCRIBED
 NT0619'ABOVE, CONTINUE 0.35 MILE TO A CATTLE GUARD AND THE STATION
 NT0619'AS DESCRIBED ABOVE.
 NT0619
 NT0619                          STATION RECOVERY (1960)
 NT0619
 NT0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 NT0619'THE STATION WAS FOUND IN GOOD CONDITION.  A NEW REACH DESCRIPTION
 NT0619'FOLLOWS--
 NT0619'
 NT0619'TO REACH THE STATION FROM THE POST OFFICE IN BIG PINEY GO WEST
 NT0619'0.05 MILES TO BURNEY AND CO. GENERAL STORE.  TURN RIGHT (NORTH)
 NT0619'AND GO 0.1 MILES, TURN LEFT (WEST) AND GO 1.0 MILES TO A FORK,
 NT0619'TAKE RIGHT FORK AND CONTINUE 1.1 MILES PASSING BETWEEN THE
 NT0619'HOUSE AND THE BARN, CONTINUE FOR 2.5 MILES TO WHERE THE ROAD
 NT0619'TURNS LEFT (NORTHWEST), JUST AFTER PASSING OVER TWO SMALL
 NT0619'BRIDGES.  TURN LEFT ON THE MAIN ROAD AND GO 4.4 MILES TO A FORK,
 NT0619'TAKE THE RIGHT FORK AND GO 3.6 MILES TO A Y FORK, KEEP RIGHT,
 NT0619'ROAD WILL TURN NORTH THROUGH A FENCE AND GO OVER BRIDGE.
 NT0619'FROM BRIDGE GO NORTH ON SWITCH-BACK ROAD TO TOP OF RIDGE (1.2
 NT0619'MILES).  TURN WEST, (LEFT) ON TOP OF RIDGE FOR 3.0 MILES.
 NT0619'ROAD TURNS RIGHT (NORTH) OVER CULVERT FOR 0.1 MILES TO FORK,
 NT0619'TAKE LEFT FORK FOR 0.3 MILES TO TOP OF HILL AND AZIMUTH MARK
 NT0619'(R.M. 1) ON LEFT.  CONTINUE FOR 0.3 MILES TO CATTLE GUARD
 NT0619'AND EAST-WEST FENCE, CROSS CATTLE GUARD AND FOLLOW MAIN
 NT0619'ROAD FOR 300 FEET AND STATION ON RIGHT (NORTHWEST).  STATION IS
 NT0619'ABOUT 45 FEET WEST OF CENTER LINE OF ROAD.  R.M. 1 IS NORTH
 NT0619'EAST OF STATION.  R.M. 2 IS SOUTHEAST OF STATION AND R.M.
 NT0619'3 IS SOUTHWEST OF STATION.  ANGLES AND DISTANCES TO R.M.S
 NT0619'CHECKED 1946 RECOVERY NOTE.
 NT0619
 NT0619                          STATION RECOVERY (1970)
 NT0619
 NT0619'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GDF)
 NT0619'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 NT0619'
 NT0619'TO REACH FROM THE JCT. OF STATE 1800 AND U.S. 189 HWYS. IN BIG
 NT0619'PINEY, GO NORTH ON 189 FOR 2.1 MILES TO PAVED RD. WEST, TURN
 NT0619'WEST AND GO 5.3 MILES TO FORK.  CONTINUE STRAIGHT AHEAD 3.2 MILES
 NT0619'TO Y-RD.  TAKE RIGHT FORK AND GO 3.8 MILES TO Y-RD.  TAKE RIGHT
 NT0619'FORK AND GO 5.05 MILES TO THE AZIMUTH MARK ON LEFT.  CONTINUE
 NT0619'0.35 MILES TO THE CATTLEGUARD AS DESCRIBED IN ORIGINAL NOTES.
 NT0619
 NT0619                          STATION RECOVERY (1989)
 NT0619
 NT0619'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1989 (SVW)
 NT0619'RECOVERED IN GOOD CONDITION.
 NT0619
 NT0619                          STATION RECOVERY (1990)
 NT0619
 NT0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NT0619'STATION IS LOCATED ABOUT 25 KM (15.53 MI) NORTHWEST OF MARBLETON, 21
 NT0619'KM (13.05 MI) WEST OF US HIGHWAY 189, ON A FLAT GRASSY MESA, ALONG A
 NT0619'DIRT ROAD, IN SOUTH CENTRAL SECTION 32, T 31 N, R 113 W.
 NT0619'OWNERSHIP--US GOVERNMENT, BUREAU OF LAND MANAGEMENT.
 NT0619'TO REACH FROM THE MARBLETON POST OFFICE, GO NORTH ON US HIGHWAY 189
 NT0619'FOR 1.41 KM (0.88 MI) TO A PAVED ROAD LEFT IN A DIP AND AT MILEPOST
 NT0619'108.  TURN LEFT, NORTHWEST, ON COUNTY ROAD 143 FOR 6.69 KM (4.16 MI)
 NT0619'TO END OF PAVEMENT.  CONTINUE AHEAD FOR 1.89 KM (1.17 MI) TO A FORK
 NT0619'JUST PAST A CATTLE GUARD.  KEEP LEFT, MAIN ROAD, NORTHWEST, FOR 5.13
 NT0619'KM (3.19 MI) TO A FORK.  BEAR RIGHT, NORTH, MAIN ROAD, ON COUNTY ROAD
 NT0619'23-143 FOR 6.09 KM (3.78 MI) TO A FORK.  BEAR RIGHT, NORTH, ON ROUGH
 NT0619'DIRT ROAD (ROAD 23-143) FOR 8.13 KM (5.05 MI) TO TOP OF A GRADE AND
 NT0619'THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.56 KM (0.35 MI)
 NT0619'TO A FORK JUST PAST A CATTLE GUARD.  BEAR RIGHT, WEST, FOR 64 M
 NT0619'(209.97 FT) TO THE STATION ON THE RIGHT.
 NT0619'STATION MARK IS SET IN THE TOP OF A 35-CM SQUARE CONCRETE MONUMENT
 NT0619'PROJECTING 5 CM.  IT IS 82 M (269.03 FT) WEST OF THE CATTLE GUARD,
 NT0619'13.1 M (42.98 FT) NORTH OF, AND LEVEL WITH THE ROAD CENTER, AND 0.5 M
 NT0619'(1.64 FT) NORTHWEST OF A METAL WITNESS POST.
 NT0619'NOTE--WEATHER CRACKS OF THE MONUMENT WERE REPAIRED 08-21-1990,
 NT0619'S.E.RANDALL.
 NT0619'DESCRIBED BY G.R.HEID.
 NT0619
 NT0619                          STATION RECOVERY (1992)
 NT0619
 NT0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NT0619'STATION IS LOCATED ABOUT 28 KM (17.4 MI) NORTHWEST OF BIG PINEY, 21 KM
 NT0619'(13.0 MI) WEST OF STATE HIGHWAY 189, ON A FLAT GRASSY MESA, ALONG A
 NT0619'GRAVEL ROAD.  OWNERSHIP--U.S. BUREAU OF LAND MANAGEMENT.
 NT0619'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 189 AND 350 IN BIG PINEY,
 NT0619'GO NORTH ON HIGHWAY 189 FOR 3.37 KM (2.09 MI) TO A PAVED ROAD LEFT.
 NT0619'TURN LEFT, WEST, ON COUNTY ROAD 143 FOR 6.70 KM (4.16 MI) TO PAVEMENT
 NT0619'END.  CONTINUE WESTERLY ON GRAVEL ROAD FOR 1.89 KM (1.17 MI) TO A
 NT0619'FORK JUST PAST A CATTLE GUARD.  KEEP LEFT, NORTHWEST, ON MAIN ROAD
 NT0619'FOR 5.13 KM (3.19 MI) TO A FORK.  BEAR RIGHT, NORTH, ON COUNTY ROAD
 NT0619'23-143 FOR 6.11 KM (3.80 MI) TO A FORK.  BEAR RIGHT, NORTH, ON ROUGH
 NT0619'ROAD (ROAD 23-143) FOR 6.76 KM (4.20 MI) TO A FORK.  BEAR RIGHT,
 NT0619'WESTERLY, FOR 1.38 KM (0.86 MI) TO THE AZIMUTH MARK ON THE LEFT JUST
 NT0619'PAST TOP OF GRADE.  CONTINUE AHEAD FOR 0.56 KM (0.35 MI) TO A FORK
 NT0619'JUST PAST A CATTLE GUARD.  BEAR RIGHT, WEST, FOR 0.06 KM (0.04 MI) TO
 NT0619'THE STATION ON THE RIGHT.
 NT0619'STATION MARK IS SET IN THE TOP OF A 35 CM SQUARE CONCRETE POST
 NT0619'PROJECTING 5 CM ABOVE GROUND.  IT IS 82.0WEST OF THE CATTLE GUARD,
 NT0619'13.1 M (43.0 FT) NORTH OF THE ROAD CENTER, AND 0.5 M (1.6 FT)
 NT0619'NORTHWEST OF A METAL WITNESS POST.
 NT0619
 NT0619                          STATION RECOVERY (1993)
 NT0619
 NT0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 NT0619'STATION MARK, REFERENCE MARKS 1 (AZIMUTH MARK), 2 AND 3 WERE RECOVERED
 NT0619'IN GOOD CONDITION. STATION IS LOCATED ABOUT 28 KM (17.40 MI) NORTHWEST
 NT0619'OF BIG PINEY, 21 KM (13.05 MI) WEST OF STATE HIGHWAY 189, ON A FLAT
 NT0619'GRASSY MESA, ALONG A GRAVEL ROAD, IN SOUTH CENTRAL SECTION 32, T 32 N,
 NT0619'R 113 W. OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO REACH FROM THE
 NT0619'JUNCTION OF US HIGHWAY 189 AND STATE HIGHWAY 350 IN BIG PINEY, GO
 NT0619'NORTH ON HIGHWAY 189 FOR 3.37 KM (2.10 MI) TO A PAVED ROAD LEFT.  TURN
 NT0619'LEFT, WEST, ON COUNTY ROAD 143 FOR 6.70 KM (4.15 MI) TO PAVEMENT END.
 NT0619'CONTINUE WESTERLY ON GRAVEL ROAD FOR 1.89 KM (1.15 MI) TO A FORK JUST
 NT0619'PAST A CATTLE GUARD.  KEEP LEFT, WEST, MAIN ROAD FOR 5.17 KM (3.20 MI)
 NT0619'TO A FORK.  BEAR RIGHT, NORTH, ON COUNTY ROAD 23-143 FOR 6.11 KM (3.80
 NT0619'MI) TO A FORK.  BEAR RIGHT, WEST, THEN NORTH, ON ROUGH ROAD (ROAD
 NT0619'23-143) FOR 2.33 KM (1.45 MI) TO A FORK AT TOP OF GRADE.  KEEP LEFT,
 NT0619'WEST, ON MAIN ROAD FOR 5.81 KM (3.60 MI) TO THE AZIMUTH MARK ON THE
 NT0619'LEFT, JUST PAST TOP OF GRADE. CONTINUE AHEAD FOR 0.56 KM (0.35 MI) TO
 NT0619'A FORK JUST PAST A CATTLE GUARD.  BEAR RIGHT, WEST, FOR 0.08 KM (0.05
 NT0619'MI) TO THE STATION ON THE RIGHT. STATION MARK IS SET IN THE TOP OF A
 NT0619'35-CM SQUARE CONCRETE POST PROJECTING 5 CM ABOVE GROUND.  IT IS 82 M
 NT0619'(269.0 FT) WEST OF THE CATTLE GUARD, 13.1 M (43.0 FT) NORTH OF THE
 NT0619'ROAD CENTER, AND 0.5 M (1.6 FT) NORTHWEST OF A METAL WITNESS POST.
 NT0619'DESCRIBED BY G.R.HEID
 NT0619
 NT0619                          STATION RECOVERY (2004)
 NT0619
 NT0619'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MH)
 NT0619'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0508 ***********************************************************************
 PV0508  DESIGNATION -  MASON
 PV0508  PID         -  PV0508
 PV0508  STATE/COUNTY-  WY/WESTON
 PV0508  USGS QUAD   -  ARROWHEAD RESERVOIR (1984)
 PV0508
 PV0508                         *CURRENT SURVEY CONTROL
 PV0508  ___________________________________________________________________
 PV0508* NAD 83(1993)-  44 08 57.50925(N)    104 32 04.98675(W)     ADJUSTED  
 PV0508* NAVD 88     -      1427.8    (meters)    4684.     (feet)  VERTCON   
 PV0508  ___________________________________________________________________
 PV0508  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 PV0508  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 PV0508
 PV0508  HORZ ORDER  -  THIRD
 PV0508
 PV0508.The horizontal coordinates were established by classical geodetic methods
 PV0508.and adjusted by the National Geodetic Survey in January 1997..
 PV0508
 PV0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0508
 PV0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0508
 PV0508.The geoid height was determined by GEOID03.
 PV0508
 PV0508;                    North         East     Units Scale Factor Converg.
 PV0508;SPC WY E     -   405,532.661   250,555.744   MT  0.99996892   +0 26 24.6
 PV0508;UTM  13      - 4,888,561.619   537,209.864   MT  0.99961703   +0 19 26.7
 PV0508
 PV0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0508!SPC WY E     -   0.99977834  x   0.99996892  =   0.99974727
 PV0508!UTM  13      -   0.99977834  x   0.99961703  =   0.99939546
 PV0508
 PV0508:                Primary Azimuth Mark                     Grid Az
 PV0508:SPC WY E     -  HAMILTON                                 099 40 59.2
 PV0508:UTM  13      -  HAMILTON                                 099 47 57.1
 PV0508
 PV0508|---------------------------------------------------------------------|
 PV0508| PID    Reference Object                     Distance      Geod. Az  |
 PV0508|                                                           dddmmss.s |
 PV0508| PV0492 HAMILTON                            APPROX.10.6 KM 1000723.8 |
 PV0508|---------------------------------------------------------------------|
 PV0508
 PV0508                          SUPERSEDED SURVEY CONTROL
 PV0508
 PV0508  NAD 83(1986)-  44 08 57.50646(N)    104 32 04.98439(W) AD(       ) 3
 PV0508  NAD 27      -  44 08 57.57415(N)    104 32 03.14031(W) AD(       ) 3
 PV0508  NGVD 29 (07/19/86) 1427.2    (m)         4682.     (f) VERT ANG       
 PV0508
 PV0508.Superseded values are not recommended for survey control.
 PV0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0508.See file dsdata.txt to determine how the superseded data were derived.
 PV0508
 PV0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ3721088562(NAD 83)
 PV0508_MARKER: DD = SURVEY DISK
 PV0508_SETTING: 0 = UNSPECIFIED SETTING
 PV0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0508
 PV0508  HISTORY     - Date     Condition        Report By
 PV0508  HISTORY     - 1955     MONUMENTED       USGS
 PV0508
 PV0508                          STATION DESCRIPTION
 PV0508
 PV0508'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PV0508'STATION IS LOCATED ABOUT 9.0 MI. NE. OF UPTON, ABOUT 0.2 MI. S. OF
 PV0508'MASON CREEK ON THE E. END OF A SMALL KNOLL OF A GRASS COVERED E-W.
 PV0508'RIDGE, IN WESTON COUNTY.
 PV0508'
 PV0508'TO REACH FROM UPTON, GO NE. 6.6 MI. ON MAIN TRAVELED RD., TURN LEFT
 PV0508'(N.) ONTO TRACK RD. AND GO 2.5 MI., TURN LEFT (W.) AND GO 1.6 MI.
 PV0508'ACROSS PASTURE TO TOP OF RIDGE AND STATION.
 PV0508'
 PV0508'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST, STAMPED
 PV0508'---MASON 1955---.
 PV0508'
 PV0508'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0295 ***********************************************************************
 OW0295  DESIGNATION -  MAVERICK
 OW0295  PID         -  OW0295
 OW0295  STATE/COUNTY-  WY/FREMONT
 OW0295  USGS QUAD   -  MAVERICK SPRING (1978)
 OW0295
 OW0295                         *CURRENT SURVEY CONTROL
 OW0295  ___________________________________________________________________
 OW0295* NAD 83(1993)-  43 29 22.15815(N)    108 58 46.62877(W)     ADJUSTED  
 OW0295* NAVD 88     -      2209.4    (meters)    7249.     (feet)  VERTCON   
 OW0295  ___________________________________________________________________
 OW0295  LAPLACE CORR-         -12.55  (seconds)                    DEFLEC99
 OW0295  GEOID HEIGHT-         -10.56  (meters)                     GEOID03
 OW0295
 OW0295  HORZ ORDER  -  THIRD
 OW0295
 OW0295.The horizontal coordinates were established by classical geodetic methods
 OW0295.and adjusted by the National Geodetic Survey in January 1997..
 OW0295
 OW0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0295
 OW0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0295
 OW0295.The geoid height was determined by GEOID03.
 OW0295
 OW0295;                    North         East     Units Scale Factor Converg.
 OW0295;SPC WYWC     -   332,056.931   581,427.106   MT  0.99994174   -0 09 28.9
 OW0295;UTM  12      - 4,817,156.717   663,366.510   MT  0.99992829   +1 23 26.8
 OW0295
 OW0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0295!SPC WYWC     -   0.99965531  x   0.99994174  =   0.99959707
 OW0295!UTM  12      -   0.99965531  x   0.99992829  =   0.99958363
 OW0295
 OW0295:                Primary Azimuth Mark                     Grid Az
 OW0295:SPC WYWC     -  MAVERICK AZ MK                           102 45 47.2
 OW0295:UTM  12      -  MAVERICK AZ MK                           101 12 51.5
 OW0295
 OW0295|---------------------------------------------------------------------|
 OW0295| PID    Reference Object                     Distance      Geod. Az  |
 OW0295|                                                           dddmmss.s |
 OW0295| CP5748 MAVERICK AZ MK                                     1023618.3 |
 OW0295| CP5749 MAVERICK RM 1                                      18037     |
 OW0295| OW0296 T6N R2W SEC 15 S LINE POST            1.370 METERS 19014     |
 OW0295| CP5750 MAVERICK RM 2                                      23607     |
 OW0295|---------------------------------------------------------------------|
 OW0295
 OW0295                          SUPERSEDED SURVEY CONTROL
 OW0295
 OW0295  NAD 83(1986)-  43 29 22.14235(N)    108 58 46.62425(W) AD(       ) 3
 OW0295  NAD 27      -  43 29 22.30500(N)    108 58 44.17000(W) AD(       ) 3
 OW0295  NGVD 29 (11/06/89) 2208.2    (m)         7245.     (f) VERT ANG       
 OW0295
 OW0295.Superseded values are not recommended for survey control.
 OW0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0295.See file dsdata.txt to determine how the superseded data were derived.
 OW0295
 OW0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6336717157(NAD 83)
 OW0295_MARKER: DS = TRIANGULATION STATION DISK
 OW0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0295
 OW0295  HISTORY     - Date     Condition        Report By
 OW0295  HISTORY     - 1936     MONUMENTED       CGS
 OW0295  HISTORY     - 1950     GOOD             USGS
 OW0295
 OW0295                          STATION DESCRIPTION
 OW0295
 OW0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0295'ABOUT 19 MILES NORTH OF DIVERSION DAM, 14 MILES NORTH-NORTHEAST
 OW0295'OF CROWHEART BUTTE, ON MAVERICK SPRINGS RIDGE, ON OIL DOME
 OW0295'BELONGING TO UNION OIL COMPANY, ON HIGH POINT NEAR EAST EDGE
 OW0295'OF DOME, 60 YARDS EAST-SOUTHEAST OF DERRICK ON HIGH POINT
 OW0295'OF DOME, 80 FEET NORTH OF SOUTH EDGE OF SUMMIT, AND 4.5 FEET
 OW0295'NORTH OF STATION POST, S. LINE SE. 1/4 SEC. 15.
 OW0295'TO REACH FROM JUNCTION OF
 OW0295'U.S. HIGHWAY 287 AND U.S. HIGHWAY 320 AT RIVERTON, FOLLOW
 OW0295'HIGHWAY 287 WEST 17.7 MILES.  TURN RIGHT (NORTH) ON PAVILLION
 OW0295'ROAD AND GO NORTH 6.7 MILES TO TRANSFORMER STATION AT END
 OW0295'OF PAVEMENT AT PAVILLION.  THENCE NORTH ON MAVERICK SPRINGS
 OW0295'ROAD 6.2 MILES.  KEEP TO LEFT FORK OR LESSER-TRAVELED ROAD AT Y
 OW0295'AND GO 2.3 MILES.  KEEP TO LEFT FORK AT Y AND GO 0.5 MILE.  KEEP
 OW0295'STRAIGHT AHEAD ON MAVERICK SPRINGS ROAD AT FORK AND GO 13.2
 OW0295'MILES.  TAKE RIGHT FORK AND GO 1.4 MILE.  TAKE RIGHT FORK AND
 OW0295'GO NORTH UP STEEP AND ROCKY SLOPE 1.1 MILES TO OIL FIELD ON
 OW0295'SUMMIT.  THENCE EAST 0.1 MILE ALONG SOUTH EDGE OF SUMMIT
 OW0295'TO STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 OW0295'DISKS IN CONCRETE.  REFERENCE MARKS ARE
 OW0295'STANDARD DISKS IN CONCRETE.  NO. 1 IS 15 FEET
 OW0295'NORTH OF SOUTH EDGE OF SUMMIT, AND 19.453 METERS (63.82 FEET)
 OW0295'SOUTH OF STATION S 0 DEG 37 MIN W.  NO. 2 IS 15 YARDS
 OW0295'NORTHEAST OF EDGE OF SUMMIT AND 21.350 METERS (70.05
 OW0295'FEET) SOUTHWEST OF STATION S 56 DEG 07 MIN W.  AZIMUTH MARK
 OW0295'IS STANDARD DISK IN OUTCROPPING BEDROCK, ON HIGH POINT
 OW0295'AT SOUTHEAST END OF RIDGE, 6 FEET NORTHWEST OF SOUTHEAST
 OW0295'EDGE OF POINT, AND APPROXIMATELY 0.4 MILE EAST OF STATION
 OW0295'S 77 DEG 24 MIN E.
 OW0295
 OW0295                          STATION RECOVERY (1950)
 OW0295
 OW0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0295'STATION MARK--STANDARD DISK IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0536 ***********************************************************************
 MQ0536  DESIGNATION -  MAXON
 MQ0536  PID         -  MQ0536
 MQ0536  STATE/COUNTY-  WY/SWEETWATER
 MQ0536  USGS QUAD   -  TITSWORTH GAP (1963)
 MQ0536
 MQ0536                         *CURRENT SURVEY CONTROL
 MQ0536  ___________________________________________________________________
 MQ0536* NAD 83(1993)-  41 12 23.32681(N)    109 02 00.60514(W)     ADJUSTED  
 MQ0536* NAVD 88     -      2496.7    (meters)    8191.     (feet)  VERTCON   
 MQ0536  ___________________________________________________________________
 MQ0536  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 MQ0536  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 MQ0536
 MQ0536  HORZ ORDER  -  THIRD
 MQ0536
 MQ0536.The horizontal coordinates were established by classical geodetic methods
 MQ0536.and adjusted by the National Geodetic Survey in January 1997..
 MQ0536
 MQ0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0536
 MQ0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0536
 MQ0536.The geoid height was determined by GEOID03.
 MQ0536
 MQ0536;                    North         East     Units Scale Factor Converg.
 MQ0536;SPC WYWC     -    78,489.174   576,223.620   MT  0.99994445   -0 11 12.4
 MQ0536;UTM  12      - 4,563,542.986   664,872.681   MT  0.99993455   +1 17 44.8
 MQ0536
 MQ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0536!SPC WYWC     -   0.99961073  x   0.99994445  =   0.99955520
 MQ0536!UTM  12      -   0.99961073  x   0.99993455  =   0.99954530
 MQ0536
 MQ0536:                Primary Azimuth Mark                     Grid Az
 MQ0536:SPC WYWC     -  CUSS                                     244 38 28.9
 MQ0536:UTM  12      -  CUSS                                     243 09 31.7
 MQ0536
 MQ0536|---------------------------------------------------------------------|
 MQ0536| PID    Reference Object                     Distance      Geod. Az  |
 MQ0536|                                                           dddmmss.s |
 MQ0536| MQ0532 CUSS                                APPROX. 9.1 KM 2442716.5 |
 MQ0536|---------------------------------------------------------------------|
 MQ0536
 MQ0536                          SUPERSEDED SURVEY CONTROL
 MQ0536
 MQ0536  NAD 83(1986)-  41 12 23.31520(N)    109 02 00.59954(W) AD(       ) 3
 MQ0536  NGVD 29 (10/23/89) 2495.3    (m)         8187.     (f) VERT ANG       
 MQ0536
 MQ0536.Superseded values are not recommended for survey control.
 MQ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0536.See file dsdata.txt to determine how the superseded data were derived.
 MQ0536
 MQ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL6487363543(NAD 83)
 MQ0536_MARKER: DS = TRIANGULATION STATION DISK
 MQ0536_SETTING: 0 = UNSPECIFIED SETTING
 MQ0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0536
 MQ0536  HISTORY     - Date     Condition        Report By
 MQ0536  HISTORY     - 1963     MONUMENTED       USGS
 MQ0536
 MQ0536                          STATION DESCRIPTION
 MQ0536
 MQ0536'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MQ0536'STATION LOCATED ABOUT 26.7 MI. S. AND 10.4 MI. E. OF ROCK SPRINGS,
 MQ0536'WYOMING, 4.1 MI. N. AND 9.5 MI. E. OF MAXON RANCH, NEAR THE CORNERS OF
 MQ0536'SECTION 8-9, 17-16, T 14 N, R 103 W, ON HIGH FLAT PROMINENT HILL ON
 MQ0536'THE E. SIDE OF SALT WELLS CREEK AND EAST SALT WELLS CREEK.
 MQ0536'
 MQ0536'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.6 FT.
 MQ0536'ABOVE GROUND, STAMPED---MAXON-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1215 ***********************************************************************
 MO1215  DESIGNATION -  MAYO
 MO1215  PID         -  MO1215
 MO1215  STATE/COUNTY-  WY/LARAMIE
 MO1215  USGS QUAD   -  EMKAY (1978)
 MO1215
 MO1215                         *CURRENT SURVEY CONTROL
 MO1215  ___________________________________________________________________
 MO1215* NAD 83(1993)-  41 02 17.68732(N)    105 01 12.65950(W)     ADJUSTED  
 MO1215* NAVD 88     -      2062.     (meters)    6765.     (feet)  SCALED    
 MO1215  ___________________________________________________________________
 MO1215  LAPLACE CORR-         -15.10  (seconds)                    DEFLEC99
 MO1215  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 MO1215
 MO1215  HORZ ORDER  -  THIRD
 MO1215
 MO1215.The horizontal coordinates were established by classical geodetic methods
 MO1215.and adjusted by the National Geodetic Survey in January 1997..
 MO1215
 MO1215.The orthometric height was scaled from a topographic map.
 MO1215
 MO1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1215
 MO1215.The geoid height was determined by GEOID03.
 MO1215
 MO1215;                    North         East     Units Scale Factor Converg.
 MO1215;SPC WY E     -    59,778.576   212,316.519   MT  0.99993937   +0 05 46.2
 MO1215;UTM  13      - 4,543,002.994   498,303.544   MT  0.99960004   -0 00 47.7
 MO1215
 MO1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1215!SPC WY E     -   0.99967902  x   0.99993937  =   0.99961841
 MO1215!UTM  13      -   0.99967902  x   0.99960004  =   0.99927919
 MO1215
 MO1215:                Primary Azimuth Mark                     Grid Az
 MO1215:SPC WY E     -  CAVEAT                                   214 01 48.7
 MO1215:UTM  13      -  CAVEAT                                   214 08 22.6
 MO1215
 MO1215|---------------------------------------------------------------------|
 MO1215| PID    Reference Object                     Distance      Geod. Az  |
 MO1215|                                                           dddmmss.s |
 MO1215| LL1286 CAVEAT                              APPROX. 6.5 KM 2140734.9 |
 MO1215|---------------------------------------------------------------------|
 MO1215
 MO1215                          SUPERSEDED SURVEY CONTROL
 MO1215
 MO1215  NAD 83(1993)-  41 02 17.67227(N)    105 01 12.65686(W) AD(       ) 3
 MO1215  NAD 83(1986)-  41 02 17.67205(N)    105 01 12.65671(W) AD(       ) 3
 MO1215  NAD 27      -  41 02 17.73789(N)    105 01 10.75463(W) AD(       ) 3
 MO1215
 MO1215.Superseded values are not recommended for survey control.
 MO1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1215.See file dsdata.txt to determine how the superseded data were derived.
 MO1215
 MO1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9830443003(NAD 83)
 MO1215_MARKER: DD = SURVEY DISK
 MO1215_SETTING: 0 = UNSPECIFIED SETTING
 MO1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1215
 MO1215  HISTORY     - Date     Condition        Report By
 MO1215  HISTORY     - 1947     MONUMENTED       USGS
 MO1215  HISTORY     - 1961     GOOD             USGS
 MO1215
 MO1215                          STATION DESCRIPTION
 MO1215
 MO1215'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1215'STATION IS LOCATED IN THE NE. 1/4 OF SEC. 5, T 12 N, R 68 W, ON
 MO1215'WELL DEFINED KNOLL, ON E-W RIDGE.
 MO1215'
 MO1215'TO REACH FROM POST OFFICE IN CHEYENNE, GO S. ON U.S. HIGHWAYS 85 AND
 MO1215'87 5.6 MI. TO JUNCTION, TAKE RIGHT FORK (HIGHWAY 87) AND GO 7.95 MI.
 MO1215'TO A CROSSROAD, GO RIGHT (NW.) 5.4 MI. TO A DIM T-RD. W., GO W. 3.3
 MO1215'MI. TO POINT OPPOSITE HIGHEST KNOLL IN VICINITY, LEAVE RD. AND GO
 MO1215'ABOUT 180 FT. S. TO HIGHEST POINT AND STATION.
 MO1215
 MO1215                          STATION RECOVERY (1961)
 MO1215
 MO1215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JBF)
 MO1215'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED ---MAYO
 MO1215'1947---.
 MO1215'
 MO1215'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---MAYO NO.
 MO1215'1---, SET IN CONCRETE POST, 74.81 FT. SW. OF STATION.
 MO1215'
 MO1215'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---MAYO NO.
 MO1215'2---, SET IN CONCRETE POST, 75.80 FT. SE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0554 ***********************************************************************
 PV0554  DESIGNATION -  MAYSDORF
 PV0554  PID         -  PV0554
 PV0554  STATE/COUNTY-  WY/CAMPBELL
 PV0554  USGS QUAD   -  THE GAP SW (1971)
 PV0554
 PV0554                         *CURRENT SURVEY CONTROL
 PV0554  ___________________________________________________________________
 PV0554* NAD 83(1993)-  44 01 09.14575(N)    105 24 26.18965(W)     ADJUSTED  
 PV0554* NAVD 88     -      1492.7    (meters)    4897.     (feet)  VERTCON   
 PV0554  ___________________________________________________________________
 PV0554  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 PV0554  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 PV0554
 PV0554  HORZ ORDER  -  FIRST
 PV0554
 PV0554.The horizontal coordinates were established by classical geodetic methods
 PV0554.and adjusted by the National Geodetic Survey in January 1997..
 PV0554
 PV0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0554
 PV0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0554
 PV0554.The geoid height was determined by GEOID03.
 PV0554
 PV0554;                    North         East     Units Scale Factor Converg.
 PV0554;SPC WY E     -   390,911.487   180,709.160   MT  0.99994208   -0 10 01.9
 PV0554;UTM  13      - 4,874,086.760   467,357.623   MT  0.99961310   -0 16 58.9
 PV0554
 PV0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0554!SPC WY E     -   0.99976828  x   0.99994208  =   0.99971037
 PV0554!UTM  13      -   0.99976828  x   0.99961310  =   0.99938147
 PV0554
 PV0554:                Primary Azimuth Mark                     Grid Az
 PV0554:SPC WY E     -  MAYSDORF AZ MK                           016 24 40.9
 PV0554:UTM  13      -  MAYSDORF AZ MK                           016 31 37.9
 PV0554
 PV0554|---------------------------------------------------------------------|
 PV0554| PID    Reference Object                     Distance      Geod. Az  |
 PV0554|                                                           dddmmss.s |
 PV0554| CP9933 MAYSDORF AZ MK                                     0161439.0 |
 PV0554| CP9934 MAYSDORF RM 1                        10.866 METERS 13801     |
 PV0554| CP9935 MAYSDORF RM 2                         8.192 METERS 33028     |
 PV0554|---------------------------------------------------------------------|
 PV0554
 PV0554                          SUPERSEDED SURVEY CONTROL
 PV0554
 PV0554  NAD 83(1986)-  44 01 09.13074(N)    105 24 26.16396(W) AD(       ) 1
 PV0554  NAD 27      -  44 01 09.21300(N)    105 24 24.18400(W) AD(       ) 1
 PV0554  NGVD 29 (07/19/86) 1492.0    (m)         4895.     (f) VERT ANG       
 PV0554
 PV0554.Superseded values are not recommended for survey control.
 PV0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0554.See file dsdata.txt to determine how the superseded data were derived.
 PV0554
 PV0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ6735874087(NAD 83)
 PV0554_MARKER: DS = TRIANGULATION STATION DISK
 PV0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0554
 PV0554  HISTORY     - Date     Condition        Report By
 PV0554  HISTORY     - 1955     MONUMENTED       CGS
 PV0554  HISTORY     - 1962     GOOD             USFS
 PV0554  HISTORY     - 1966     GOOD             CGS
 PV0554  HISTORY     - 1971     GOOD             USGS
 PV0554
 PV0554                          STATION DESCRIPTION
 PV0554
 PV0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 PV0554'THE STATION IS ABOUT 19 MILES (AIRLINE) SOUTH OF GILLETTE,
 PV0554'ABOUT 3 MILES EAST OF MAYSDORF, AND 1-1/4 MILES EAST OF STATE
 PV0554'HIGHWAY 59, IN SECTION 29, T. 47N., R. 71 W.  THE STATION IS ON
 PV0554'THE MOST SOUTHERN AND HIGHEST ONE OF TWO GRASSY COVERED HILLS.
 PV0554'THE HILL THE STATION IS ON DROPS RATHER ABRUPTLY TO THE SOUTH.
 PV0554'
 PV0554'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO
 PV0554'EAST ON EAST THIRD STREET 0.45 MILE TO STATE HIGHWAY 59.  TURN
 PV0554'RIGHT, SOUTH, ON HIGHWAY AND GO 19.0 MILES TO A SCHOOL HOUSE
 PV0554'ON THE LEFT.  CONTINUE ON HIGHWAY 1.4 MILES TO A SIDE ROAD
 PV0554'LEFT.  TURN LEFT, EAST, AND GO 3.1 MILES TO A CATTLE GUARD IN
 PV0554'A NORTH-SOUTH FENCE LINE, AND THE AZIMUTH MARK AT THE SOUTH
 PV0554'SIDE OF CATTLE GUARD.  TURN RIGHT ALONG THE WEST SIDE OF FENCE,
 PV0554'GO SOUTH 0.8 MILE TO CREST OF RIDGE.  TURN RIGHT, WEST
 PV0554'NORTHWEST, AND FOLLOW RIDGE FOR 0.2 MILE TO BASE OF HILL AND THE
 PV0554'END OF TRUCK TRAVEL.  PACK WEST ABOUT 25 YARDS TO TOP OF
 PV0554'HILL AND THE STATION.
 PV0554'
 PV0554'STATION MARKS, ARE STANDARD DISKS STAMPED MAYSDORF 1955.
 PV0554'SURFACE STATION MARK DISK IS SET IN A 12 IN BY 12 IN CONCRETE
 PV0554'POST WHICH PROJECTS 6 INCHES ABOVE GROUND.  UNDERGROUND STATION
 PV0554'MARK DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 PV0554'BELOW THE SURFACE MARK.
 PV0554'
 PV0554'REFERENCE MARK 1, A STANDARD DISK SET IN A 12 IN BY 12 IN CONCRETE
 PV0554'POST, AND STAMPED MAYSDORF NO 1 1955, IS ON THE CREST OF RIDGE,
 PV0554'EAST, ABOUT THE SAME ELEVATION AS THE STATION MARK.  MARK
 PV0554'PROJECTS 8 INCHES ABOVE GROUND.
 PV0554'
 PV0554'REFERENCE MARK 2, A STANDARD DISK SET IN A 12 IN BY 12 IN
 PV0554'CONCRETE POST, AND STAMPED MAYSDORF NO 2 1955, IS ON THE
 PV0554'NORTHWEST SLOPE OF HILL, ABOUT 2 FEET LOWER THAN THE STATION
 PV0554'MARK.  MARK PROJECTS 4 INCHES ABOVE GROUND.
 PV0554'
 PV0554'AZIMUTH MARK, A STANDARD DISK SET IN A 12 IN BY 12 IN CONCRETE
 PV0554'POST, AND STAMPED MAYSDORF 1955, IS ABOUT 0.8 MILE NORTH-NORTHEAST
 PV0554'OF STATION, 40 FEET SOUTH OF CATTLEGUARD, AND 2 FEET SOUTH OF
 PV0554'A STANDARD WITNESS POST.  THE AZIMUTH MARK IS 0.5 MILE WEST OF A
 PV0554'SCHOOL HOUSE.  MARK PROJECTS 6 INCHES ABOVE GROUND.
 PV0554'
 PV0554'NOTE--A 4 FT. STAND WAS USED.
 PV0554
 PV0554                          STATION RECOVERY (1962)
 PV0554
 PV0554'RECOVERY NOTE BY US FOREST SERVICE 1962
 PV0554'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 PV0554
 PV0554                          STATION RECOVERY (1966)
 PV0554
 PV0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 PV0554'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 PV0554'IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION WAS
 PV0554'FOUND TO BE COMPLETELY ADEQUATE.  THIS STATION WAS OCCUPIED
 PV0554'BY ASTRONOMIC PARTY G-47.
 PV0554
 PV0554                          STATION RECOVERY (1971)
 PV0554
 PV0554'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRS)
 PV0554'STATION MARK--STANDARD USC AND GS DISK, SET IN 12 X 12 IN. CONCRETE
 PV0554'POST, PROTRUDING 6 IN. ABOVE GROUND, STAMPED ---MAYSDORF 1955---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0576 ***********************************************************************
 PW0576  DESIGNATION -  MCCORMICK
 PW0576  PID         -  PW0576
 PW0576  STATE/COUNTY-  WY/SHERIDAN
 PW0576  USGS QUAD   -  BIG HORN (1977)
 PW0576
 PW0576                         *CURRENT SURVEY CONTROL
 PW0576  ___________________________________________________________________
 PW0576* NAD 83(1993)-  44 41 44.33962(N)    106 54 19.01458(W)     ADJUSTED  
 PW0576* NAVD 88     -      1416.     (meters)    4646.     (feet)  SCALED    
 PW0576  ___________________________________________________________________
 PW0576  LAPLACE CORR-         -14.24  (seconds)                    DEFLEC99
 PW0576  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 PW0576
 PW0576  HORZ ORDER  -  THIRD
 PW0576
 PW0576.The horizontal coordinates were established by classical geodetic methods
 PW0576.and adjusted by the National Geodetic Survey in January 1997..
 PW0576
 PW0576.The orthometric height was scaled from a topographic map.
 PW0576
 PW0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0576
 PW0576.The geoid height was determined by GEOID03.
 PW0576
 PW0576;                    North         East     Units Scale Factor Converg.
 PW0576;SPC WYEC     -   566,133.570   433,926.587   MT  0.99995165   +0 18 03.8
 PW0576;UTM  13      - 4,950,907.542   349,041.460   MT  0.99988024   -1 20 25.1
 PW0576
 PW0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0576!SPC WYEC     -   0.99978009  x   0.99995165  =   0.99973175
 PW0576!UTM  13      -   0.99978009  x   0.99988024  =   0.99966035
 PW0576
 PW0576                          SUPERSEDED SURVEY CONTROL
 PW0576
 PW0576  NAD 83(1986)-  44 41 44.32482(N)    106 54 18.99235(W) AD(       ) 3
 PW0576
 PW0576.Superseded values are not recommended for survey control.
 PW0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0576.See file dsdata.txt to determine how the superseded data were derived.
 PW0576
 PW0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4904150908(NAD 83)
 PW0576_MARKER: Z = SEE DESCRIPTION
 PW0576_SETTING: 0 = UNSPECIFIED SETTING
 PW0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0576
 PW0576  HISTORY     - Date     Condition        Report By
 PW0576  HISTORY     - 1900     MONUMENTED       USGS
 PW0576
 PW0576                          STATION DESCRIPTION
 PW0576
 PW0576'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 PW0576'STATION LOCATED ABOUT 6 MI. E. OF BIG HORN, ON A GRASSY HILL BETWEEN
 PW0576'PRAIRIE DOG AND MCCORMICK CREEKS.
 PW0576'
 PW0576'NOTE BY USGS, 6/21/64--STATION WILL BE DESTROYED SUMMER 1964, BY
 PW0576'HIGHWAY GRAVEL PIT FOR NEW HIGHWAY CONSTRUCTION.
 PW0576'
 PW0576'STATION MARK--STANDARD IRON BENCH MARK POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0397 ***********************************************************************
 PX0397  DESIGNATION -  MCCULLOCH ET
 PX0397  PID         -  PX0397
 PX0397  STATE/COUNTY-  WY/PARK
 PX0397  USGS QUAD   -  STONE BARN CAMP (1966)
 PX0397
 PX0397                         *CURRENT SURVEY CONTROL
 PX0397  ___________________________________________________________________
 PX0397* NAD 83(1993)-  44 35 13.63430(N)    108 51 10.59732(W)     ADJUSTED  
 PX0397* NAVD 88     -      1998.7    (meters)    6557.     (feet)  VERTCON   
 PX0397  ___________________________________________________________________
 PX0397  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 PX0397  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 PX0397
 PX0397  HORZ ORDER  -  THIRD
 PX0397
 PX0397.The horizontal coordinates were established by classical geodetic methods
 PX0397.and adjusted by the National Geodetic Survey in January 1997..
 PX0397
 PX0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0397
 PX0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0397
 PX0397.The geoid height was determined by GEOID03.
 PX0397
 PX0397;                    North         East     Units Scale Factor Converg.
 PX0397;SPC WYWC     -   453,990.054   591,825.645   MT  0.99993832   -0 04 20.2
 PX0397;UTM  12      - 4,939,328.624   670,432.409   MT  0.99995722   +1 30 27.3
 PX0397
 PX0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0397!SPC WYWC     -   0.99968871  x   0.99993832  =   0.99962705
 PX0397!UTM  12      -   0.99968871  x   0.99995722  =   0.99964595
 PX0397
 PX0397:                Primary Azimuth Mark                     Grid Az
 PX0397:SPC WYWC     -  MCCULLOCH RESET                          123 35 28.7
 PX0397:UTM  12      -  MCCULLOCH RESET                          122 00 41.2
 PX0397
 PX0397|---------------------------------------------------------------------|
 PX0397| PID    Reference Object                     Distance      Geod. Az  |
 PX0397|                                                           dddmmss.s |
 PX0397| PX0395 MCCULLOCH RESET                     APPROX. 2.5 KM 1233108.5 |
 PX0397|---------------------------------------------------------------------|
 PX0397
 PX0397                          SUPERSEDED SURVEY CONTROL
 PX0397
 PX0397  NAD 83(1986)-  44 35 13.62508(N)    108 51 10.59025(W) AD(       ) 3
 PX0397  NAD 27      -  44 35 13.78644(N)    108 51 08.10029(W) AD(       ) 3
 PX0397  NGVD 29 (09/11/89) 1997.6    (m)         6554.     (f) VERT ANG       
 PX0397
 PX0397.Superseded values are not recommended for survey control.
 PX0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0397.See file dsdata.txt to determine how the superseded data were derived.
 PX0397
 PX0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7043239329(NAD 83)
 PX0397_MARKER: P = PIPE CAP
 PX0397_SETTING: 0 = UNSPECIFIED SETTING
 PX0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0397
 PX0397  HISTORY     - Date     Condition        Report By
 PX0397  HISTORY     - 1947     MONUMENTED       USGS
 PX0397
 PX0397                          STATION DESCRIPTION
 PX0397
 PX0397'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0397'LOCATED IN THE WEST HALF OF SECTION 12, T.53 N., R.100 W., ABOUT 11
 PX0397'MI. AIR N. 69 E. OF CODY WYOMING ON THE HIGHEST POINT OF A HIGH BROAD
 PX0397'RIDGE WHICH TERMINATES IN A PEAK OVERLOOKING THE BADLANDS TO THE N.
 PX0397'AND WEST.  ABOUT 2 MI. NW. OF MCCULLOCH PEAK, AND 2 MI. SE. OF BADLAND
 PX0397'PEAK WHICH IS THE MOST PROMINIENT PEAK IN THE BADLAND AREA.
 PX0397'
 PX0397'TO REACH STATION FROM THE POST OFFICE IN CODY, WYOMING, FOLLOW U.S.
 PX0397'HIGHWAY 14 AND 20 TOWARD GREYBULL, WYOMING FOR 12.9 MI. TO A RD.
 PX0397'INTERSECTION TO THE LEFT AT THE TOP OF AN ESCARPMENT.  TURN LEFT AND
 PX0397'FOLLOW DIRT RD. WHICH SKIRTS A GRAVEL PIT AND FOLLOW NW. 2.3 MI. TO A
 PX0397'RD. FORK.  TAKE LEFT FORK AND FOLLOW RD. BY SHEEP BARNS AND OLD
 PX0397'ABANDONED RANCH HOUSES FOR 3.6 MI. TO A RD. FORK AT THE HEAD OF A
 PX0397'LARGE EARTHEN STOCK TANK, TAKE RIGHT FORK AND FOLLOW FOR ABOUT 1.5 MI.
 PX0397'TO RD. FORK AT A SMALL STOCK TANK.  TAKE LEFT FORK AND FOLLOW FOR
 PX0397'ABOUT 1.4 MI. TO END OF RD. IN SADDLE.  LEAVE TRUCK AND CLIMB ALONG
 PX0397'BROAD RIDGE FOR ABOUT 1.6 MI. TO WHERE RIDGE ENDS IN A PEAK.  STATION
 PX0397'IS ON HIGHEST POINT OF PEAK.
 PX0397'
 PX0397'STATION MARK - USGS BM. CAP ON A 3 IN. IRON PIPE SET IN A DIRT AND
 PX0397'ROCK CAIRN.  NOT STAMPED.
 PX0397'
 PX0397'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0395 ***********************************************************************
 PX0395  DESIGNATION -  MCCULLOCH RESET
 PX0395  PID         -  PX0395
 PX0395  STATE/COUNTY-  WY/PARK
 PX0395  USGS QUAD   -  STONE BARN CAMP (1966)
 PX0395
 PX0395                         *CURRENT SURVEY CONTROL
 PX0395  ___________________________________________________________________
 PX0395* NAD 83(1993)-  44 34 28.87801(N)    108 49 36.08571(W)     ADJUSTED  
 PX0395* NAVD 88     -      1986.2    (meters)    6516.     (feet)  VERTCON   
 PX0395  ___________________________________________________________________
 PX0395  LAPLACE CORR-          -9.36  (seconds)                    DEFLEC99
 PX0395  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PX0395
 PX0395  HORZ ORDER  -  FIRST
 PX0395
 PX0395.The horizontal coordinates were established by classical geodetic methods
 PX0395.and adjusted by the National Geodetic Survey in January 1997..
 PX0395
 PX0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0395
 PX0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0395
 PX0395.The geoid height was determined by GEOID03.
 PX0395
 PX0395;                    North         East     Units Scale Factor Converg.
 PX0395;SPC WYWC     -   452,606.324   593,909.012   MT  0.99993796   -0 03 13.8
 PX0395;UTM  12      - 4,938,002.821   672,553.180   MT  0.99996616   +1 31 32.5
 PX0395
 PX0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0395!SPC WYWC     -   0.99969068  x   0.99993796  =   0.99962866
 PX0395!UTM  12      -   0.99969068  x   0.99996616  =   0.99965685
 PX0395
 PX0395:                Primary Azimuth Mark                     Grid Az
 PX0395:SPC WYWC     -  MCCULLOCH AZ MK                          190 24 29.8
 PX0395:UTM  12      -  MCCULLOCH AZ MK                          188 49 43.5
 PX0395
 PX0395|---------------------------------------------------------------------|
 PX0395| PID    Reference Object                     Distance      Geod. Az  |
 PX0395|                                                           dddmmss.s |
 PX0395| CQ6145 MCCULLOCH AZ MK                                    1902116.0 |
 PX0395| CQ6146 MCCULLOCH RM 1                       13.009 METERS 24951     |
 PX0395| CQ6147 MCCULLOCH RM 2                        5.898 METERS 33417     |
 PX0395|---------------------------------------------------------------------|
 PX0395
 PX0395                          SUPERSEDED SURVEY CONTROL
 PX0395
 PX0395  NAD 83(1986)-  44 34 28.86867(N)    108 49 36.07839(W) AD(       ) 1
 PX0395  NAD 27      -  44 34 29.03000(N)    108 49 33.59000(W) AD(       ) 1
 PX0395  NGVD 29 (07/19/86) 1985.1    (m)         6513.     (f) VERT ANG       
 PX0395
 PX0395.Superseded values are not recommended for survey control.
 PX0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0395.See file dsdata.txt to determine how the superseded data were derived.
 PX0395
 PX0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7255338003(NAD 83)
 PX0395_MARKER: DH = HORIZONTAL CONTROL DISK
 PX0395_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PX0395_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PX0395_STAMPING: MCCULLOCH 1950 1982
 PX0395_MARK LOGO: NGS   
 PX0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0395
 PX0395  HISTORY     - Date     Condition        Report By
 PX0395  HISTORY     - 1982     MONUMENTED       NGS
 PX0395
 PX0395                          STATION DESCRIPTION
 PX0395
 PX0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0395'THE STATION MARK WAS REPORTED OUT OF THE GROUND AND UPON CHECKING THE
 PX0395'STATION, THE DISK WAS FOUND OUT OF THE GROUND.  A NEW STATION MARK WAS
 PX0395'SET ABOUT 0.1 M (0.3 FT) LOWER THAN THE ORIGINAL MARK.  THE NEW
 PX0395'STATION MARK CHECKED WILL WITH THE DISTANCE AND ANGLES OF THE OLD
 PX0395'STATION.  THE REFERENCE MARKS NO 1 AND 2 AND THE AZIMUTH MARK WERE
 PX0395'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS POSITIONED AT THIS
 PX0395'TIME.  A NEW DESCRIPTION IS GIVEN.  THE STATION IS LOCATED ABOUT 20.1
 PX0395'KM (12.50 MI) SOUTHEAST OF POWELL, WYOMING, 19.3 KM (12.00 MI)
 PX0395'NORTHEAST OF CODY, WYOMING, ON A PROMINENT PEAK KNOWN AS MCCULLOCH
 PX0395'PEAK WHICH IS GREYISH IN COLOR AND HAS MANY OUTCROPPINGS OF ROCKS ON
 PX0395'TOP OF IT.  THERE IS A POINT ABOUT 3.2 KM (2.00 MI) TO THE NORTHWEST
 PX0395'THAT IS SLIGHTLY HIGHER.  OWNERSHIP- THE LAND IS CONTROLLED BY THE
 PX0395'BUREAU OF LAND MANAGEMENT.  CONTACT THE BLM OFFICE IN CODY, WYOMING.
 PX0395'TO REACH THE STATION FROM THE INTERSECTIONS OF US HIGHWAYS 14, 16, AND
 PX0395'20, AND WYOMING STATE HIGHWAY 120 IN SOUTHEAST CODY NEAR THE AIRPORT,
 PX0395'GO EAST ON US HIGHWAY 14, 16, 20, FOR 15.4 KM (9.55 MI) TO A SIDE ROAD
 PX0395'LEFT.  TURN LEFT, NORTH, FOR 1.8 KM (1.10 MI) TO A FORK. TAKE RIGHT
 PX0395'FORK, MAIN ROAD, FOR 1.1 KM (0.70 MI) NORTHERLY, TO A SIDE ROAD RIGHT.
 PX0395'TURN RIGHT ON A NARROW DIRT ROAD FOR 0.8 KM (0.50 MI) TO A FORK.  TAKE
 PX0395'LEFT FORK, WESTERLY, FOR 6.1 KM (3.80 MI) TO A FORK JUST BEFORE COMING
 PX0395'TO A SMALL STREAM.  TAKE RIGHT FORK, NORTHERLY, FOR 0.9 KM (0.55 MI)
 PX0395'TO A CONCRETE TANK ON THE LEFT.  CONTINUE AHEAD FOR 1.2 KM (0.75 MI)
 PX0395'TO THE AZIMUTH MARK ON THE LEFT UP ON A SMALL HILL ABOUT 0.2 KM (0.10
 PX0395'MI) FROM THE ROAD.  CONTINUE AHEAD, PAST A FENCED POND FOR 0.6 KM
 PX0395'(0.35 MI) TO A FORK.  TAKE THE LEFT FORK UPHILL TO A MICROWAVE TOWER
 PX0395'FOR 0.3 KM (0.20 MI) .  FROM THE TOWER, GO CROSSCOUNTRY OR FOLLOW DIM
 PX0395'TRACK ROAD FOR 0.6 KM (0.35 MI) OR TO END OF TRUCK TRAVEL.  PACK
 PX0395'UPHILL TO THE STATION MARK ON THE TOP OF THE HILL.  A JEEP MIGHT GET
 PX0395'TO THE TOP OF THE HILL.  THIS STATION CAN BE VERY MUDDY CERTAIN TIMES
 PX0395'OF THE YEAR.
 PX0395' 
 PX0395'THE STATION IS A STANDARD NGS DISK STAMPED--MCCULLOCH 1950 1982--, SET
 PX0395'INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 12 INCHES (30 CM) IN
 PX0395'DIAMETER FLUSH WITH GROUND.  THE STATION MARK IS ON THE HIGHEST PART
 PX0395'OF THE HILL.  NO UNDERGROUND DISK WAS SET.  IT IS LOCATED 4 FT (1.2 M)
 PX0395'N FROM A 1 M (3.3 FT) HIGH ROCK CAIRN.
 PX0395' 
 PX0395'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--MCCULLOCH NO 1
 PX0395'1950--, SET INTO A DRILL HOLE IN A ROCK OUTCROP THAT IS PROJECTING 1 M
 PX0395'(3.3 FT) ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED 44 FT (13.4
 PX0395'M) W FROM A 1 M (3.3 FT) HIGH ROCK CAIRN AND 4 FT (1.2 M) LOWER THAN
 PX0395'THE STATION.
 PX0395' 
 PX0395'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--MCCULLOCH NO 2
 PX0395'1950--, SET INTO A DRILL HOLE IN A ROCK OUTCROP THAT IS PROJECING 0.3
 PX0395'M (1.0 FT) ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED 23 FT (7.0
 PX0395'M) N FROM A 1 M (3.3 FT) HIGH ROCK CAIRN.
 PX0395' 
 PX0395'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--MCCULLOCH 1950--,
 PX0395'SET INTO ROCK OUTCROP 1.4 M (4.6 FT) BY 1.3 M (4.3 FT) AND PROJECTING
 PX0395'0.5 M (1.6 FT) ABOVE THE GROUND SURFACE.  IT IS NOT ON THE HIGHEST
 PX0395'HILL IN THE AREA BUT IS ON A HILL WITH LIMESTONE OUTCROPPINGS.  TO
 PX0395'REACH THE AZIMUTH MARK FROM THE STATION MARK, PICK YOUR WAY BACK TO
 PX0395'THE MICROWAVE STATION AND GO DOWN HILL 0.3 KM (0.20 MI) TO A FORK.
 PX0395'TAKE THE RIGHT FORK, WESTERLY, FOR 0.6 KM (0.35 MI) TO JUST PAST A
 PX0395'FENCED POND.  GO CROSSCOUNTY FOR 0.2 KM (0.10 MI) UPHILL TO A SMALL
 PX0395'HILL WITH ROCK OUTCROPS ON IT AND THE AZIMUTH MARK ON ONE OF THE ROCK
 PX0395'OUTCROPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0518 ***********************************************************************
 PX0518  DESIGNATION -  MCDONALD
 PX0518  PID         -  PX0518
 PX0518  STATE/COUNTY-  WY/BIG HORN
 PX0518  USGS QUAD   -  GREYBULL NORTH (1966)
 PX0518
 PX0518                         *CURRENT SURVEY CONTROL
 PX0518  ___________________________________________________________________
 PX0518* NAD 83(1993)-  44 34 58.16840(N)    108 05 07.53099(W)     ADJUSTED  
 PX0518* NAVD 88     -      1528.     (meters)    5013.     (feet)  SCALED    
 PX0518  ___________________________________________________________________
 PX0518  LAPLACE CORR-          12.61  (seconds)                    DEFLEC99
 PX0518  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 PX0518
 PX0518  HORZ ORDER  -  THIRD
 PX0518
 PX0518.The horizontal coordinates were established by classical geodetic methods
 PX0518.and adjusted by the National Geodetic Survey in January 1997..
 PX0518
 PX0518.The orthometric height was scaled from a topographic map.
 PX0518
 PX0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0518
 PX0518.The geoid height was determined by GEOID03.
 PX0518
 PX0518;                    North         East     Units Scale Factor Converg.
 PX0518;SPC WYEC     -   553,782.694   340,274.903   MT  0.99998135   -0 31 40.6
 PX0518;UTM  12      - 4,940,741.853   731,375.457   MT  1.00025839   +2 02 48.3
 PX0518
 PX0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0518!SPC WYEC     -   0.99976245  x   0.99998135  =   0.99974381
 PX0518!UTM  12      -   0.99976245  x   1.00025839  =   1.00002078
 PX0518
 PX0518:                Primary Azimuth Mark                     Grid Az
 PX0518:SPC WYEC     -  LEVELL                                   330 05 05.2
 PX0518:UTM  12      -  LEVELL                                   327 30 36.3
 PX0518
 PX0518|---------------------------------------------------------------------|
 PX0518| PID    Reference Object                     Distance      Geod. Az  |
 PX0518|                                                           dddmmss.s |
 PX0518| PX0329 LEVELL                              APPROX.27.2 KM 3293324.6 |
 PX0518|---------------------------------------------------------------------|
 PX0518
 PX0518                          SUPERSEDED SURVEY CONTROL
 PX0518
 PX0518  NAD 83(1986)-  44 34 58.15897(N)    108 05 07.52305(W) AD(       ) 3
 PX0518
 PX0518.Superseded values are not recommended for survey control.
 PX0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0518.See file dsdata.txt to determine how the superseded data were derived.
 PX0518
 PX0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ3137540742(NAD 83)
 PX0518_MARKER: Z = SEE DESCRIPTION
 PX0518_SETTING: 0 = UNSPECIFIED SETTING
 PX0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0518
 PX0518  HISTORY     - Date     Condition        Report By
 PX0518  HISTORY     - 1896     MONUMENTED       USGS
 PX0518
 PX0518                          STATION DESCRIPTION
 PX0518
 PX0518'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PX0518'LOCATED APPROXIMATELY 5-3/4 MI. (AIRLINE) NW. OF GREYBULL, WYOMING,
 PX0518'ON SHEEP MOUNTAIN.  IN SW. 1/4 SEC. 8, T 53 N, R 93 W.  (TAKEN FROM
 PX0518'THE PUBLISHED 7-1/2 MINUTE MAP --GREYBULL NORTH--.)
 PX0518'
 PX0518'STATION MARK--AN IRON ROD DRIVEN INTO THE ROCK, ABOVE WHICH A ROCK
 PX0518'CAIRN WAS ERECTED.  (AS DESCRIBED IN THE 21ST ANNUAL REPORT
 PX0518'(1899 - 1900).)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0513 ***********************************************************************
 MP0513  DESIGNATION -  MCFADDEN
 MP0513  PID         -  MP0513
 MP0513  STATE/COUNTY-  WY/CARBON
 MP0513  USGS QUAD   -  MC FADDEN (1982)
 MP0513
 MP0513                         *CURRENT SURVEY CONTROL
 MP0513  ___________________________________________________________________
 MP0513* NAD 83(1993)-  41 43 14.14846(N)    106 07 44.15118(W)     ADJUSTED  
 MP0513* NAVD 88     -      2294.1    (meters)    7527.     (feet)  VERTCON   
 MP0513  ___________________________________________________________________
 MP0513  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 MP0513  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 MP0513
 MP0513  HORZ ORDER  -  THIRD
 MP0513
 MP0513.The horizontal coordinates were established by classical geodetic methods
 MP0513.and adjusted by the National Geodetic Survey in January 1997..
 MP0513
 MP0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0513
 MP0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0513
 MP0513.The geoid height was determined by GEOID03.
 MP0513
 MP0513;                    North         East     Units Scale Factor Converg.
 MP0513;SPC WYEC     -   236,247.210   500,215.577   MT  1.00006105   +0 48 05.7
 MP0513;SPC WY E     -   135,993.656   119,932.440   MT  1.00001636   -0 38 25.5
 MP0513;UTM  13      - 4,619,370.874   406,096.043   MT  0.99970851   -0 45 04.9
 MP0513
 MP0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0513!SPC WYEC     -   0.99964226  x   1.00006105  =   0.99970329
 MP0513!SPC WY E     -   0.99964226  x   1.00001636  =   0.99965862
 MP0513!UTM  13      -   0.99964226  x   0.99970851  =   0.99935088
 MP0513
 MP0513:                Primary Azimuth Mark                     Grid Az
 MP0513:SPC WYEC     -  ROCK RIVER                               059 08 25.7
 MP0513:SPC WY E     -  ROCK RIVER                               060 34 56.9
 MP0513:UTM  13      -  ROCK RIVER                               060 41 36.3
 MP0513
 MP0513|---------------------------------------------------------------------|
 MP0513| PID    Reference Object                     Distance      Geod. Az  |
 MP0513|                                                           dddmmss.s |
 MP0513| MP0505 ROCK RIVER                          APPROX. 6.5 KM 0595631.4 |
 MP0513|---------------------------------------------------------------------|
 MP0513
 MP0513                          SUPERSEDED SURVEY CONTROL
 MP0513
 MP0513  NAD 83(1986)-  41 43 14.13602(N)    106 07 44.14559(W) AD(       ) 3
 MP0513  NAD 27      -  41 43 14.25005(N)    106 07 42.10120(W) AD(       ) 3
 MP0513  NGVD 29 (07/19/86) 2292.9    (m)         7523.     (f) VERT ANG       
 MP0513
 MP0513.Superseded values are not recommended for survey control.
 MP0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0513.See file dsdata.txt to determine how the superseded data were derived.
 MP0513
 MP0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG0609619371(NAD 83)
 MP0513_MARKER: DD = SURVEY DISK
 MP0513_SETTING: 0 = UNSPECIFIED SETTING
 MP0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MP0513+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2001
 MP0513
 MP0513  HISTORY     - Date     Condition        Report By
 MP0513  HISTORY     - 1953     MONUMENTED       USGS
 MP0513  HISTORY     - 20010322 GOOD             INDIV
 MP0513
 MP0513                          STATION DESCRIPTION
 MP0513
 MP0513'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0513'STATION IS LOCATED ABOUT 7 MI. (AIRLINE) W. OF ROCK RIVER, ON E. END
 MP0513'OF A HIGH ROCKY GRASS COVERED E-W. RIDGE, NEAR THE CENTER OF SEC. 11,
 MP0513'T 20 N, R 78 W.
 MP0513'
 MP0513'TO REACH FROM ROCK RIVER POST OFFICE, GO W. ON STATE SECONDARY 137
 MP0513'0.7 MI. TO A RD. FORK, TURN RIGHT (W.) OFF OF BLACK TOP AND GO 2.3
 MP0513'MI. TO A CROSSROADS, TAKE FURTHERMOST RD. TO LEFT (NW.), GO 3.1 MI.
 MP0513'TO RD. FORK ABOUT 100 FT. W. OF N-S. FENCE LINE, TURN LEFT (SW.) AND
 MP0513'GO 2.0 MI., TURN RIGHT (N.) OFF RD. AND GO 0.7 MI. TO E. END OF RIDGE
 MP0513'AND STATION.
 MP0513'
 MP0513'REDESCRIBED AS FOLLOWS
 MP0513'
 MP0513'STATION IS LOCATED 4.5 MI. (AIRLINE) N. OF THE COMMUNITY OF MCFADDEN.
 MP0513'
 MP0513'TO REACH FROM MCFADDEN, GO N. ALONG THE MEDICINE BOW ROAD 5.5 MI. TO
 MP0513'CROSSROADS, THEN GO SE. ALONG TRACK RD. 1.6 MI. TO TOP OF A STEEP
 MP0513'HILL, THEN GO NORTHEASTERLY ACROSS COUNTRY 0.5 MI. TO THE E. END OF
 MP0513'A HIGH, LONG, AND NARROW RIDGE AND THE STATION.
 MP0513'
 MP0513'STATION MARK--STANDARD TABLET, STAMPED ---MCFADDEN 1953---.
 MP0513'
 MP0513'REFERENCE MARKS--NONE.
 MP0513
 MP0513                          STATION RECOVERY (2001)
 MP0513
 MP0513'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JPH)
 MP0513'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1006 ***********************************************************************
 MO1006  DESIGNATION -  MCILQUHAM
 MO1006  PID         -  MO1006
 MO1006  STATE/COUNTY-  WY/LARAMIE
 MO1006  USGS QUAD   -  ROCKY HOLLOW (1990)
 MO1006
 MO1006                         *CURRENT SURVEY CONTROL
 MO1006  ___________________________________________________________________
 MO1006* NAD 83(1993)-  41 31 19.16352(N)    104 27 13.68258(W)     ADJUSTED  
 MO1006* NAVD 88     -      1635.     (meters)    5364.     (feet)  SCALED    
 MO1006  ___________________________________________________________________
 MO1006  LAPLACE CORR-          -8.01  (seconds)                    DEFLEC99
 MO1006  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MO1006
 MO1006  HORZ ORDER  -  SECOND
 MO1006
 MO1006.The horizontal coordinates were established by classical geodetic methods
 MO1006.and adjusted by the National Geodetic Survey in January 1997..
 MO1006
 MO1006.The orthometric height was scaled from a topographic map.
 MO1006
 MO1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1006
 MO1006.The geoid height was determined by GEOID03.
 MO1006
 MO1006;                    North         East     Units Scale Factor Converg.
 MO1006;SPC WY E     -   113,734.467   259,497.907   MT  0.99998105   +0 28 21.3
 MO1006;UTM  13      - 4,596,849.521   545,571.966   MT  0.99962556   +0 21 43.5
 MO1006
 MO1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1006!SPC WY E     -   0.99974629  x   0.99998105  =   0.99972735
 MO1006!UTM  13      -   0.99974629  x   0.99962556  =   0.99937195
 MO1006
 MO1006|---------------------------------------------------------------------|
 MO1006| PID    Reference Object                     Distance      Geod. Az  |
 MO1006|                                                           dddmmss.s |
 MO1006| CP9942 MCILQUHAM RM 2                        7.430 METERS 01326     |
 MO1006| CP9941 MCILQUHAM RM 1                        9.330 METERS 12832     |
 MO1006| CP9458 75 ES                                              1930352.9 |
 MO1006| MO1055 N CHEYENNE FAA 4 MICROWAVE MST      APPROX.15.8 KM 1981642.4 |
 MO1006|---------------------------------------------------------------------|
 MO1006
 MO1006                          SUPERSEDED SURVEY CONTROL
 MO1006
 MO1006  NAD 83(1986)-  41 31 19.14908(N)    104 27 13.68260(W) AD(       ) 2
 MO1006  NAD 27      -  41 31 19.23310(N)    104 27 11.82050(W) AD(       ) 2
 MO1006
 MO1006.Superseded values are not recommended for survey control.
 MO1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1006.See file dsdata.txt to determine how the superseded data were derived.
 MO1006
 MO1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF4557296850(NAD 83)
 MO1006_MARKER: DS = TRIANGULATION STATION DISK
 MO1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1006
 MO1006  HISTORY     - Date     Condition        Report By
 MO1006  HISTORY     - 1959     MONUMENTED       CGS
 MO1006  HISTORY     - 1963     GOOD             CGS
 MO1006
 MO1006                          STATION DESCRIPTION
 MO1006
 MO1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1006'THE STATION IS LOCATED 33 MILES, AIRLINE, NORTHEAST OF CHEYENNE
 MO1006'ON THE TOP OF A LOW GRASSY KNOLL IN SECTION 17, T16N, R63W
 MO1006'ON PROPERTY OWNED BY MRS. J.J. MC ILQUHAM.
 MO1006'
 MO1006'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN CHEYENNE,
 MO1006'GO NORTHWEST ON CENTRAL AVENUE FOR 0.4 MILE TO PERSHING
 MO1006'BOULEVARD.  TURN LEFT ON PERSHING BOULEVARD AND GO 0.8 MILE
 MO1006'TO INTERSTATE HIGHWAY 25.  TURN RIGHT, NORTH ON INTERSTATE
 MO1006'HIGHWAY 25 AND GO 5.7 MILES TO THE JUNCTION OF U.S. HIGHWAYS
 MO1006'85 AND 87.  TURN RIGHT, NORTHEAST ON U.S. HIGHWAY 85 AND GO
 MO1006'23.5 MILES TO A CONOCO SERVICE STATION ON THE LEFT.  CONTINUE
 MO1006'STRAIGHT AHEAD ON U.S. HIGHWAY 85 FOR 0.1 MILE TO A CROSSROAD.
 MO1006'TURN LEFT, NORTH ON A GRAVELED ROAD AND GO 2.1 MILES TO A
 MO1006'CATTLEGUARD.  CONTINUE STRAIGHT AHEAD, NORTH ON THE MAIN
 MO1006'TRAVELED ROAD FOR 5.3 MILES TO A WINDMILL ADJACENT TO A
 MO1006'RED WATER TANK AND CATTLEGUARD (THE AZIMUTH MARK IS
 MO1006'LOCATED 60 FEET NORTH OF THE CATTLEGUARD).  CROSS THE
 MO1006'CATTLEGUARD AND GO 1.7 MILES, NORTHEAST TO A 2 IN X 4 IN
 MO1006'WHITE POST.  TURN LEFT ACROSS COUNTRY AND GO 0.8 MILE,
 MO1006'PASSING TO THE RIGHT OF A WINDMILL, TO THE TOP OF A SMALL
 MO1006'GRASSY KNOLL AND THE STATION AS DESCRIBED.
 MO1006'
 MO1006'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12
 MO1006'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  THE
 MO1006'MARK IS STAMPED MC ILQUHAM 1959.
 MO1006'
 MO1006'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MO1006'12 INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH.  THE
 MO1006'MARK IS STAMPED MC ILQUHAM NO 1 1959.
 MO1006'
 MO1006'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MO1006'12 INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH.  THE
 MO1006'MARK IS STAMPED MC ILQUHAM NO 2 1959.
 MO1006'
 MO1006'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 47.12 FEET.
 MO1006'
 MO1006'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 MO1006'IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MO1006'5 INCHES.  THE MARK IS STAMPED 75 ES 1958 5305.
 MO1006'
 MO1006'ALL OBJECTS ARE VISIBLE FROM THE GROUND.
 MO1006'
 MO1006'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 MO1006
 MO1006                          STATION RECOVERY (1963)
 MO1006
 MO1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1006'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES
 MO1006'AND DIRECTIONS TO ALL THE MARKS WERE VERIFIED.  THE DESCRIPTION
 MO1006'IS ENTIRELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0495 ***********************************************************************
 NR0495  DESIGNATION -  MCINTOSH
 NR0495  PID         -  NR0495
 NR0495  STATE/COUNTY-  WY/FREMONT
 NR0495  USGS QUAD   -  STAMPEDE MEADOW (1984)
 NR0495
 NR0495                         *CURRENT SURVEY CONTROL
 NR0495  ___________________________________________________________________
 NR0495* NAD 83(1993)-  42 32 44.56410(N)    107 51 57.34196(W)     ADJUSTED  
 NR0495* NAVD 88     -      2200.1    (meters)    7218.     (feet)  VERTCON   
 NR0495  ___________________________________________________________________
 NR0495  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 NR0495  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 NR0495
 NR0495  HORZ ORDER  -  THIRD
 NR0495
 NR0495.The horizontal coordinates were established by classical geodetic methods
 NR0495.and adjusted by the National Geodetic Survey in January 1997..
 NR0495
 NR0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0495
 NR0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0495
 NR0495.The geoid height was determined by GEOID03.
 NR0495
 NR0495;                    North         East     Units Scale Factor Converg.
 NR0495;SPC WYWC     -   227,569.687   672,612.575   MT  1.00000235   +0 35 52.1
 NR0495;UTM  13      - 4,714,350.191   264,680.801   MT  1.00028135   -1 56 19.6
 NR0495
 NR0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0495!SPC WYWC     -   0.99965704  x   1.00000235  =   0.99965939
 NR0495!UTM  13      -   0.99965704  x   1.00028135  =   0.99993829
 NR0495
 NR0495:                Primary Azimuth Mark                     Grid Az
 NR0495:SPC WYWC     -  PEP                                      119 46 38.9
 NR0495:UTM  13      -  PEP                                      122 18 50.6
 NR0495
 NR0495|---------------------------------------------------------------------|
 NR0495| PID    Reference Object                     Distance      Geod. Az  |
 NR0495|                                                           dddmmss.s |
 NR0495| NR0493 PEP                                 APPROX. 8.3 KM 1202231.0 |
 NR0495|---------------------------------------------------------------------|
 NR0495
 NR0495                          SUPERSEDED SURVEY CONTROL
 NR0495
 NR0495  NAD 83(1986)-  42 32 44.55066(N)    107 51 57.34133(W) AD(       ) 3
 NR0495  NAD 27      -  42 32 44.70887(N)    107 51 55.05490(W) AD(       ) 3
 NR0495  NGVD 29 (07/19/86) 2199.1    (m)         7215.     (f) VERT ANG       
 NR0495
 NR0495.Superseded values are not recommended for survey control.
 NR0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0495.See file dsdata.txt to determine how the superseded data were derived.
 NR0495
 NR0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH6468114350(NAD 83)
 NR0495_MARKER: DD = SURVEY DISK
 NR0495_SETTING: 80 = SET IN A BOULDER
 NR0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0495+STABILITY: SURFACE MOTION
 NR0495
 NR0495  HISTORY     - Date     Condition        Report By
 NR0495  HISTORY     - 1948     MONUMENTED       USGS
 NR0495
 NR0495                          STATION DESCRIPTION
 NR0495
 NR0495'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0495'STATION LOCATED ABOUT 50 MI. SE. OF LANDER, WYOMING, 20 MI. SE. OF THE
 NR0495'TOWN OF SANDRAW, WYOMING, 4 MI. NW. OF HOME ON THE RANGE SERVICE
 NR0495'STATION, 12 MI. E. OF THE BRIDGE OVER THE SWEETWATER RIVER ON U.S.
 NR0495'HIGHWAY 287, AND 3 MI. N. OF U.S. HIGHWAY 287.
 NR0495'
 NR0495'TO REACH FROM POST OFFICE IN LANDER, WYOMING, GO S. 1 BLOCK TO MAIN
 NR0495'STREET.  TURN LEFT AND GO SE. ON U.S. HIGHWAY 287 FOR 7.4 MI. TO
 NR0495'JUNCTION OF SOUTH PASS RD.  TAKE LEFT FORK AND CONTINUE SE. ON U.S.
 NR0495'HIGHWAY 287 FOR 32 MI. TO JUNCTION OF RD. N. (SANDRAW RD.).  CONTINUE
 NR0495'ON U.S. HIGHWAY FOR 0.5 MI. TO BRIDGE OVER THE SWEETWATER RIVER.
 NR0495'CONTINUE ON U.S. HIGHWAY 287 FOR 17.8 MI. TO HOME ON THE RANGE SERVICE
 NR0495'STATION.  CONTINUE 0.3 MI. TO CROSSROADS.  TURN LEFT (N.) FOR 2.7 MI.
 NR0495'TO GRIEVES RANCH HOUSE.  GO THRU GATE ON W. SIDE OF HOUSE AND CONTINUE
 NR0495'N. FOR 0.1 MI. TO RD. FORK.  TAKE RIGHT FORK AND GO N. FOR 0.2 MI. TO
 NR0495'RD. FORK.  TAKE LEFT FORK (N.) FOR 1.1 MI. TO RD. FORK.  TAKE LEFT
 NR0495'FORK (NW.) FOR 0.5 MI. TO FENCE IN PASS.  PASS THRU FENCE AND GO SW.
 NR0495'ALONG BASE OF MOUNTAIN FOR 0.7 MI. TO RD. FORK.  TAKE RIGHT FORK (N.)
 NR0495'FOR 0.3 MI. TO FENCE.  PASS THRU FENCE AND GO W. 0.9 MI. TO RD. FORK.
 NR0495'TAKE LEFT FORK (S.) FOR 0.8 MI. TO BASE OF MOUNTAIN.  END OF TRUCK
 NR0495'TRAVEL.  WALK S. UP DRAIN TO HIGHEST PART OF MOUNTAIN AND STATION.
 NR0495'ABOUT A 20 MIN. BACK PACK.
 NR0495'
 NR0495'STATION MARK--A STANDARD TABLET STAMPED ---MCINTOSH 1948 VABM 7215---,
 NR0495'SET IN A GRANITE BOULDER.
 NR0495'
 NR0495'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED ---MCINTOSH
 NR0495'1---, SET IN A GRANITE BOULDER, 14.15 FT. SW. OF STATION,
 NR0495'N 71 DEG 11 MIN E.
 NR0495'
 NR0495'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED ---MCINTOSH
 NR0495'2---, SET IN A GRANITE BOULDER, 7.40 FT. SE. OF STATION,
 NR0495'N 17 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0553 ***********************************************************************
 NQ0553  DESIGNATION -  MCKINLEY
 NQ0553  PID         -  NQ0553
 NQ0553  STATE/COUNTY-  WY/CONVERSE
 NQ0553  USGS QUAD   -  ORIN (1949)
 NQ0553
 NQ0553                         *CURRENT SURVEY CONTROL
 NQ0553  ___________________________________________________________________
 NQ0553* NAD 83(1993)-  42 39 23.42570(N)    105 09 11.25311(W)     ADJUSTED  
 NQ0553* NAVD 88     -      1472.1    (meters)    4830.     (feet)  VERTCON   
 NQ0553  ___________________________________________________________________
 NQ0553  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 NQ0553  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NQ0553
 NQ0553  HORZ ORDER  -  SECOND
 NQ0553
 NQ0553.The horizontal coordinates were established by classical geodetic methods
 NQ0553.and adjusted by the National Geodetic Survey in January 1997..
 NQ0553
 NQ0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0553
 NQ0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0553
 NQ0553.The geoid height was determined by GEOID03.
 NQ0553
 NQ0553;                    North         East     Units Scale Factor Converg.
 NQ0553;SPC WY E     -   239,497.839   201,110.191   MT  0.99993752   +0 00 33.0
 NQ0553;UTM  13      - 4,722,683.010   487,449.663   MT  0.99960194   -0 06 13.5
 NQ0553
 NQ0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0553!SPC WY E     -   0.99977141  x   0.99993752  =   0.99970894
 NQ0553!UTM  13      -   0.99977141  x   0.99960194  =   0.99937344
 NQ0553
 NQ0553|---------------------------------------------------------------------|
 NQ0553| PID    Reference Object                     Distance      Geod. Az  |
 NQ0553|                                                           dddmmss.s |
 NQ0553| CP9945 MCKINLEY RM 1                         8.254 METERS 25832     |
 NQ0553| CP9946 MCKINLEY RM 2                         6.383 METERS 34448     |
 NQ0553| CP9943 MCKINLEY AZ MK                                     3472950.3 |
 NQ0553| CP9944 MCKINLEY AZ MK 2                                   3585258.8 |
 NQ0553|---------------------------------------------------------------------|
 NQ0553
 NQ0553                          SUPERSEDED SURVEY CONTROL
 NQ0553
 NQ0553  NAD 83(1986)-  42 39 23.40458(N)    105 09 11.24164(W) AD(       ) 2
 NQ0553  NAD 27      -  42 39 23.51900(N)    105 09 09.32600(W) AD(       ) 2
 NQ0553  NGVD 29 (07/19/86) 1471.3    (m)         4827.     (f) VERT ANG       
 NQ0553
 NQ0553.Superseded values are not recommended for survey control.
 NQ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0553.See file dsdata.txt to determine how the superseded data were derived.
 NQ0553
 NQ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8745022683(NAD 83)
 NQ0553_MARKER: DS = TRIANGULATION STATION DISK
 NQ0553_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0553
 NQ0553  HISTORY     - Date     Condition        Report By
 NQ0553  HISTORY     - 1948     MONUMENTED       CGS
 NQ0553
 NQ0553                          STATION DESCRIPTION
 NQ0553
 NQ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0553'STATION IS LOCATED ON FLAT-TOPPED HILL THAT HAS A RIM OF ROCK
 NQ0553'NEAR THE TOP, IN T31N, R69W, SEC. 16, ABOUT 3 MILES AIR LINE NORTH
 NQ0553'OF THE CONVERSE-PLATTE COUNTY LINE, 1-1/2 MILE AIR LINE SOUTHEAST
 NQ0553'OF ORIN, 8 FEET NORTH-NORTHWEST OF A WHITE WITNESS POST, SET
 NQ0553'FLUSH WITH GROUND AND STAMPED, MC KINLEY 1948.
 NQ0553'
 NQ0553'REFERENCE MARK NO. 1 IS ABOUT 12 INCHES LOWER THAN STATION, SET
 NQ0553'FLUSH WITH GROUND, AND STAMPED, MC KINLEY NO 1 1948.
 NQ0553'
 NQ0553'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN STATION, SET
 NQ0553'FLUSH WITH GROUND, AND STAMPED, MC KINLEY NO 2 1948.
 NQ0553'
 NQ0553'AZIMUTH MARK IS SET IN A DRILL HOLE IN CONCRETE HEADWALL, 3-1/2
 NQ0553'PACES SOUTH OF CENTER LINE OF U.S. HIGHWAY 20, 3 FEET WEST OF
 NQ0553'A WHITE WITNESS POST, FLUSH WITH GROUND, AND STAMPED, MC KINLEY
 NQ0553'1948.
 NQ0553'
 NQ0553'TO REACH FROM POST OFFICE IN ORIN, GO SOUTHEAST ON U.S. HIGHWAY
 NQ0553'87 AND 20 FOR 0.3 MILE TO JUNCTION OF U.S. HIGHWAY 87 AND
 NQ0553'20.  TAKE LEFT FORK, U.S. HIGHWAY 20, AND GO 1.5 MILE TO AZIMUTH
 NQ0553'MARK ON RIGHT AS DESCRIBED ABOVE.  CONTINUE ON HIGHWAY FOR 0.1
 NQ0553'MILE TO GATE ON RIGHT.  LEAVE HIGHWAY, TURN RIGHT THROUGH
 NQ0553'GATE AND FOLLOW DIM TRACK ROAD FOR 0.4 MILE TO DIM TRACK ROAD
 NQ0553'RIGHT, ABOUT 150 FEET WEST OF REMAINS OF HOUSE.  TURN RIGHT ON
 NQ0553'DIM TRACK ROAD AND GO 0.15 MILE TO CREEK AND END OF TRUCK
 NQ0553'TRAVEL.  CROSS CREEK AND PACK SOUTH FOR SHORT DISTANCE,
 NQ0553'THENCE EAST UP STEEP SLOPE TO HIGHEST POINT AND STATION AS
 NQ0553'DESCRIBED ABOVE.  A 15 MINUTE PACK.
 NQ0553'
 NQ0553'NOTE--STATION CAN BE DRIVEN TO WITH A FOUR WHEEL DRIVE VEHICLE,
 NQ0553'BY CROSSING CREEK AND GOING TO THE SOUTHERN END OF HILL,
 NQ0553'THENCE EAST AROUND HILL TO EAST SIDE, THENCE PICK WAY WEST
 NQ0553'UP EAST SIDE OF HILL TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0577 ***********************************************************************
 PW0577  DESIGNATION -  MCKINNEY
 PW0577  PID         -  PW0577
 PW0577  STATE/COUNTY-  WY/JOHNSON
 PW0577  USGS QUAD   -  NORTH RIDGE (1993)
 PW0577
 PW0577                         *CURRENT SURVEY CONTROL
 PW0577  ___________________________________________________________________
 PW0577* NAD 83(1993)-  44 19 10.04500(N)    106 47 09.79853(W)     ADJUSTED  
 PW0577* NAVD 88     -      2028.     (meters)    6654.     (feet)  SCALED    
 PW0577  ___________________________________________________________________
 PW0577  LAPLACE CORR-         -30.71  (seconds)                    DEFLEC99
 PW0577  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 PW0577
 PW0577  HORZ ORDER  -  THIRD
 PW0577
 PW0577.The horizontal coordinates were established by classical geodetic methods
 PW0577.and adjusted by the National Geodetic Survey in January 1997..
 PW0577
 PW0577.The orthometric height was scaled from a topographic map.
 PW0577
 PW0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0577
 PW0577.The geoid height was determined by GEOID03.
 PW0577
 PW0577;                    North         East     Units Scale Factor Converg.
 PW0577;SPC WYEC     -   524,389.346   443,656.181   MT  0.99996093   +0 22 56.5
 PW0577;UTM  13      - 4,908,906.410   357,574.591   MT  0.99984947   -1 14 53.0
 PW0577
 PW0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0577!SPC WYEC     -   0.99968396  x   0.99996093  =   0.99964490
 PW0577!UTM  13      -   0.99968396  x   0.99984947  =   0.99953348
 PW0577
 PW0577:                Primary Azimuth Mark                     Grid Az
 PW0577:SPC WYEC     -  BUFFALO                                  034 31 32.4
 PW0577:UTM  13      -  BUFFALO                                  036 09 21.9
 PW0577
 PW0577|---------------------------------------------------------------------|
 PW0577| PID    Reference Object                     Distance      Geod. Az  |
 PW0577|                                                           dddmmss.s |
 PW0577| PW0571 BUFFALO                             APPROX.12.9 KM 0345428.9 |
 PW0577|---------------------------------------------------------------------|
 PW0577
 PW0577                          SUPERSEDED SURVEY CONTROL
 PW0577
 PW0577  NAD 83(1986)-  44 19 10.02579(N)    106 47 09.78114(W) AD(       ) 3
 PW0577
 PW0577.Superseded values are not recommended for survey control.
 PW0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0577.See file dsdata.txt to determine how the superseded data were derived.
 PW0577
 PW0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK5757508906(NAD 83)
 PW0577_MARKER: DS = TRIANGULATION STATION DISK
 PW0577_SETTING: 0 = UNSPECIFIED SETTING
 PW0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0577
 PW0577  HISTORY     - Date     Condition        Report By
 PW0577  HISTORY     - 1900     MONUMENTED       USGS
 PW0577
 PW0577                          STATION DESCRIPTION
 PW0577
 PW0577'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 PW0577'SITUATED ON E. SLOPE OF MOUNTAIN RIDGE, 0.75 MI. S. OF MOUTH OF CLEAR
 PW0577'CREEK CANYON AND 3 MI. E. OF FORT MCKINNEY.
 PW0577'
 PW0577'STATION MARK--BRONZE TRIANGULATION TABLET CEMENTED IN LARGE GRANITE
 PW0577'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0490 ***********************************************************************
 PX0490  DESIGNATION -  MDCB 1
 PX0490  PID         -  PX0490
 PX0490  STATE/COUNTY-  WY/PARK
 PX0490  USGS QUAD   -  CHAPMAN BENCH (1987)
 PX0490
 PX0490                         *CURRENT SURVEY CONTROL
 PX0490  ___________________________________________________________________
 PX0490* NAD 83(1993)-  44 45 31.71916(N)    109 08 37.23749(W)     ADJUSTED  
 PX0490* NAVD 88     -      1449.1    (meters)    4754.     (feet)  VERTCON   
 PX0490  ___________________________________________________________________
 PX0490  LAPLACE CORR-         -17.12  (seconds)                    DEFLEC99
 PX0490  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 PX0490
 PX0490  HORZ ORDER  -  THIRD
 PX0490
 PX0490.The horizontal coordinates were established by classical geodetic methods
 PX0490.and adjusted by the National Geodetic Survey in January 1997..
 PX0490
 PX0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0490
 PX0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0490
 PX0490.The geoid height was determined by GEOID03.
 PX0490
 PX0490;                    North         East     Units Scale Factor Converg.
 PX0490;SPC WYWC     -   473,138.247   568,831.805   MT  0.99994944   -0 16 37.9
 PX0490;UTM  12      - 4,957,834.037   646,919.407   MT  0.99986544   +1 18 26.3
 PX0490
 PX0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0490!SPC WYWC     -   0.99977470  x   0.99994944  =   0.99972415
 PX0490!UTM  12      -   0.99977470  x   0.99986544  =   0.99964017
 PX0490
 PX0490:                Primary Azimuth Mark                     Grid Az
 PX0490:SPC WYWC     -  CHAPMAN                                  004 23 43.2
 PX0490:UTM  12      -  CHAPMAN                                  002 48 39.0
 PX0490
 PX0490|---------------------------------------------------------------------|
 PX0490| PID    Reference Object                     Distance      Geod. Az  |
 PX0490|                                                           dddmmss.s |
 PX0490| PX0480 CHAPMAN                             APPROX. 7.8 KM 0040705.3 |
 PX0490|---------------------------------------------------------------------|
 PX0490
 PX0490                          SUPERSEDED SURVEY CONTROL
 PX0490
 PX0490  NAD 83(1986)-  44 45 31.70211(N)    109 08 37.21480(W) AD(       ) 3
 PX0490  NGVD 29 (09/11/89) 1448.0    (m)         4751.     (f) VERT ANG       
 PX0490
 PX0490.Superseded values are not recommended for survey control.
 PX0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0490.See file dsdata.txt to determine how the superseded data were derived.
 PX0490
 PX0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4691957834(NAD 83)
 PX0490_MARKER: DD = SURVEY DISK
 PX0490_SETTING: 0 = UNSPECIFIED SETTING
 PX0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0490
 PX0490  HISTORY     - Date     Condition        Report By
 PX0490  HISTORY     - 1947     MONUMENTED       USGS
 PX0490
 PX0490                          STATION DESCRIPTION
 PX0490
 PX0490'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0490'TO REACH FROM LINDQUIST BROTHERS STORE IN CLARK, WYOMING TRAVEL 11.7
 PX0490'MI. S. ON MAIN RD. TO CODY, WYOMING, TO A N-S. AND E-W. RD.
 PX0490'INTERSECTION.  TURN LEFT AND GO E. 4.7 MI. TO A N-S. AND E-W. RD.
 PX0490'INTERSECTION.  TURN RIGHT AND GO S. 2.1 MI. TO A Y-RD. FORK WHICH IS
 PX0490'P.P. (NE. COR. SE.1/4 SEC.9, T.55 N., R.102 W.
 PX0490'
 PX0490'STATION MARK - STANDARD BRONZE TABLET STAMPED---MDCB-1-1947---, SET
 PX0490'IN SOLID ROCK.
 PX0490'
 PX0490'REFERENCE MARK NO.1 - 1/2 IN. IRON PIPE DRIVEN SOLIDLY INTO THE GROUND
 PX0490'92.5 FT. DISTANT FROM STATION MARK, N 45 DEGREES 16 MINUTES, SE.
 PX0490'
 PX0490'REFERENCE MARK NO.2 - CHISELED 2 IN. SQUARE IN SOLID ROCK 47.5 FT.
 PX0490'DISTANT FROM STATION MARK, N 63 DEGREES 08 MINUTES SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0480 ***********************************************************************
 PW0480  DESIGNATION -  MEADE
 PW0480  PID         -  PW0480
 PW0480  STATE/COUNTY-  WY/SHERIDAN
 PW0480  USGS QUAD   -  BIG HORN (1977)
 PW0480
 PW0480                         *CURRENT SURVEY CONTROL
 PW0480  ___________________________________________________________________
 PW0480* NAD 83(1993)-  44 39 02.30032(N)    106 53 36.77352(W)     ADJUSTED  
 PW0480* NAVD 88     -      1343.68   (+/-2cm)    4408.4    (feet)  VERTCON   
 PW0480  ___________________________________________________________________
 PW0480  LAPLACE CORR-         -17.45  (seconds)                    DEFLEC99
 PW0480  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 PW0480
 PW0480  HORZ ORDER  -  SECOND
 PW0480  VERT ORDER  -  THIRD ? (See Below)
 PW0480
 PW0480.The horizontal coordinates were established by classical geodetic methods
 PW0480.and adjusted by the National Geodetic Survey in January 1997..
 PW0480
 PW0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0480.The vertical order pertains to the NGVD 29 superseded value.
 PW0480
 PW0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0480
 PW0480.The geoid height was determined by GEOID03.
 PW0480
 PW0480;                    North         East     Units Scale Factor Converg.
 PW0480;SPC WYEC     -   561,136.979   434,883.565   MT  0.99995246   +0 18 32.7
 PW0480;UTM  13      - 4,945,885.967   349,854.922   MT  0.99987723   -1 19 51.6
 PW0480
 PW0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0480!SPC WYEC     -   0.99979134  x   0.99995246  =   0.99974381
 PW0480!UTM  13      -   0.99979134  x   0.99987723  =   0.99966860
 PW0480
 PW0480|---------------------------------------------------------------------|
 PW0480| PID    Reference Object                     Distance      Geod. Az  |
 PW0480|                                                           dddmmss.s |
 PW0480| CQ6160 MEADE RM 1                           12.290 METERS 15402     |
 PW0480| CQ6159 MEADE AZ MK                                        1602616.5 |
 PW0480| PW0478 ATT CO RELAY TWR WNW OF BANNER      APPROX. 5.3 KM 2065055.7 |
 PW0480| CQ6161 MEADE RM 2                           74.344 METERS 30051     |
 PW0480|---------------------------------------------------------------------|
 PW0480
 PW0480                          SUPERSEDED SURVEY CONTROL
 PW0480
 PW0480  NAD 83(1986)-  44 39 02.28315(N)    106 53 36.75090(W) AD(       ) 2
 PW0480  NAD 27      -  44 39 02.38050(N)    106 53 34.52510(W) AD(       ) 2
 PW0480  NGVD 29 (07/19/86) 1342.92   (m)         4405.9    (f) LEVELING    3  
 PW0480
 PW0480.Superseded values are not recommended for survey control.
 PW0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0480.See file dsdata.txt to determine how the superseded data were derived.
 PW0480
 PW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4985545886(NAD 83)
 PW0480_MARKER: DS = TRIANGULATION STATION DISK
 PW0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0480
 PW0480  HISTORY     - Date     Condition        Report By
 PW0480  HISTORY     - 1957     MONUMENTED       CGS
 PW0480
 PW0480                          STATION DESCRIPTION
 PW0480
 PW0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0480'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 87
 PW0480'ABOUT 10 MILES SOUTH AND 3 MILES EAST OF SHERIDAN, 3 MILES
 PW0480'NORTH AND 1 MILE WEST OF THE BANNER STORE AND POST OFFICE AND
 PW0480'0.4 MILE NORTH OF A SCHOOLHOUSE.
 PW0480'
 PW0480'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND 87 (ABOUT
 PW0480'1.75 MILES SOUTH OF THE SHERIDAN BUSINESS DISTRICT), GO
 PW0480'SOUTHERLY ON U.S. HIGHWAY 87 FOR 3.8 MILES TO A FORK, TAKE
 PW0480'LEFT FORK (U.S. HIGHWAY 87) FOR 4.6 MILES TO A SIDE ROAD LEFT
 PW0480'AND A HOUSE IN THE NORTHEAST ANGLE, CONTINUE ON THE HIGHWAY
 PW0480'FOR 1.2 MILES TO A GATE AND DRIVEWAY LEFT LEADING INTO A
 PW0480'PASTURE AND THE STATION ON THE LEFT, CONTINUE ON HIGHWAY FOR
 PW0480'0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT JUST BEFORE REACHING
 PW0480'A SIDE ROAD RIGHT.
 PW0480'
 PW0480'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 INCH SQUARE,
 PW0480'CONCRETE POSTS.
 PW0480'
 PW0480'STATION MARKS ARE STAMPED MEADE 1957.  THE SURFACE MARK PROJECTS
 PW0480'4 INCHES.  IT IS 69 FEET EAST-NORTHEAST OF THE CENTER OF THE
 PW0480'HIGHWAY, 33 FEET WEST-SOUTHWEST OF A EAST LANE FENCE, 29 FEET
 PW0480'WEST-NORTHWEST OF THE CENTER OF THE GATE, 19 FEET WEST-NORTHWEST
 PW0480'OF THE WEST-NORTHWEST GATEPOST, 3 FEET WEST-SOUTHWEST OF A ROAD
 PW0480'RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 PW0480'2 FEET EAST-NORTHEAST OF THE MARK.  THE UNDERGROUND MARK IS
 PW0480'SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE
 PW0480'GROUND SURFACE.
 PW0480'
 PW0480'REFERENCE MARK 1 PROJECTS 2 INCHES AND IS STAMPED MEADE NO 1
 PW0480'1957.  IT IS 72 FEET EAST-NORTHEAST OF THE CENTER OF THE
 PW0480'HIGHWAY, 32 FEET WEST-SOUTHWEST OF THE EAST LANE FENCE, 11
 PW0480'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE GATE AND 1 FOOT
 PW0480'WEST-SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 PW0480'
 PW0480'REFERENCE MARK 2 PROJECTS 4 INCHES AND IS STAMPED MEADE NO 2
 PW0480'1957.  IT IS 74 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 PW0480'HIGHWAY, 63 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE AND 1
 PW0480'FOOT EAST-NORTHEAST OF A ROAD RIGHT-OF-WAY FENCE.
 PW0480'
 PW0480'AZIMUTH MARK PROJECTS 8 INCHES AND IS STAMPED MEADE 1957.  IT
 PW0480'IS 203 FEET NORTH-NORTHWEST OF THE CENTER OF A GRAVEL ROAD,
 PW0480'145 FEET NORTH-NORTHWEST OF A TRANSFORMER POLE, 80 FEET
 PW0480'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A SCHOOLHOUSE, 74
 PW0480'FEET WEST-SOUTHWEST OF THE CENTER OF THE HIGHWAY, 45 FEET
 PW0480'SOUTH-SOUTHEAST OF A T-FENCE CORNER AND 1 FOOT EAST-NORTHEAST
 PW0480'OF A ROAD RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS
 PW0480'POST WAS SET 2 FEET NORTH-NORTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0330 ***********************************************************************
 OV0330  DESIGNATION -  MEADOW
 OV0330  PID         -  OV0330
 OV0330  STATE/COUNTY-  WY/JOHNSON
 OV0330  USGS QUAD   -  LINCH (1973)
 OV0330
 OV0330                         *CURRENT SURVEY CONTROL
 OV0330  ___________________________________________________________________
 OV0330* NAD 83(1993)-  43 33 05.91227(N)    106 14 53.43441(W)     ADJUSTED  
 OV0330* NAVD 88     -      1640.3    (meters)    5382.     (feet)  VERTCON   
 OV0330  ___________________________________________________________________
 OV0330  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 OV0330  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 OV0330  OBS GRAVITY -     979,992.1   (mgal)                       GRAV_OBS
 OV0330
 OV0330  HORZ ORDER  -  FIRST
 OV0330
 OV0330.The horizontal coordinates were established by classical geodetic methods
 OV0330.and adjusted by the National Geodetic Survey in January 1997..
 OV0330
 OV0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0330
 OV0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0330
 OV0330.The geoid height was determined by GEOID03.
 OV0330.The observed gravity was obtained from relative gravimeter ties
 OV0330.to the IGSN71 gravity network.
 OV0330
 OV0330;                    North         East     Units Scale Factor Converg.
 OV0330;SPC WYEC     -   439,508.517   487,683.859   MT  1.00003204   +0 44 51.8
 OV0330;UTM  13      - 4,822,833.427   399,177.661   MT  0.99972503   -0 51 36.3
 OV0330
 OV0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0330!SPC WYEC     -   0.99974503  x   1.00003204  =   0.99977707
 OV0330!UTM  13      -   0.99974503  x   0.99972503  =   0.99947013
 OV0330
 OV0330|---------------------------------------------------------------------|
 OV0330| PID    Reference Object                     Distance      Geod. Az  |
 OV0330|                                                           dddmmss.s |
 OV0330| CP5755 MEADOW RM 1                          10.570 METERS 02729     |
 OV0330| CP5756 MEADOW RM 2                           7.690 METERS 13939     |
 OV0330| CP5754 MEADOW AZ MK                                       2565332.2 |
 OV0330| OV0333 DAVIS                               APPROX. 8.3 KM 3125345.0 |
 OV0330|---------------------------------------------------------------------|
 OV0330
 OV0330                          SUPERSEDED SURVEY CONTROL
 OV0330
 OV0330  NAD 83(1986)-  43 33 05.89350(N)    106 14 53.40922(W) AD(       ) 1
 OV0330  NAD 27      -  43 33 05.99000(N)    106 14 51.32700(W) AD(       ) 1
 OV0330  NGVD 29 (07/19/86) 1639.5    (m)         5379.     (f) VERT ANG       
 OV0330
 OV0330.Superseded values are not recommended for survey control.
 OV0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0330.See file dsdata.txt to determine how the superseded data were derived.
 OV0330
 OV0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ9917822833(NAD 83)
 OV0330_MARKER: DS = TRIANGULATION STATION DISK
 OV0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0330
 OV0330  HISTORY     - Date     Condition        Report By
 OV0330  HISTORY     - 1934     MONUMENTED       CGS
 OV0330  HISTORY     - 1948     GOOD             USGS
 OV0330  HISTORY     - 1952     GOOD             NGS
 OV0330  HISTORY     - 1988     GOOD             BLM
 OV0330
 OV0330                          STATION DESCRIPTION
 OV0330
 OV0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OV0330'ABOUT 10 MILES NORTH OF MIDWEST, 11 MILES SOUTH OF SUSSEX
 OV0330'STORE, 4 MILES EAST OF SALT CREEK, 3 MILES SOUTH OF MEADOW
 OV0330'CREEK, IN T. 41 N., R. 78 W., ON GRASS-COVERED RIDGE (HIGHEST
 OV0330'IN VICINITY), AND 17.6 FEET WEST OF BARBED-WIRE FENCE.  THERE
 OV0330'IS HIGHER, LARGE, ROUNDED, GRASS-COVERED HILL ABOUT 3 MILES
 OV0330'EAST AND CONE-SHAPED KNOB (ABOUT SAME ELEVATION) WITH ROCK
 OV0330'CAIRN ON TOP ABOUT 1 MILE SOUTHEAST.  TO REACH FROM MIDWEST
 OV0330'POST OFFICE, GO NORTH 0.35 MILE ON U.S. HIGHWAY 87E TO
 OV0330'GILLETTE ROAD, FOLLOW THIS ROAD 0.2 MILE, FOLLOW LEFT FORK
 OV0330'(JUST AFTER CROSSING RAILROAD) 0.25 MILE, FOLLOW RIGHT FORK
 OV0330'(GILLETTE ROAD) 0.8 MILE, FOLLOW RIGHT FORK 0.8 MILE TO
 OV0330'CROSSROADS, CONTINUE STRAIGHT AHEAD 3.75 MILES TO POWER
 OV0330'PLANT ON WEST SIDE OF ROAD, CONTINUE NORTH AND EAST 0.95
 OV0330'MILE TO TURN TO RIGHT, TURN LEFT THROUGH CATTLE GUARD AND
 OV0330'GO NORTH 1.5 MILES ON OLD GRADED ROAD TO COULEE, CROSS
 OV0330'COULEE AND CONTINUE 0.45 MILE, FOLLOW LEFT FORK (MAIN ROAD)
 OV0330'0.6 MILE, FOLLOW RIGHT FORK 0.3 MILE TO LONG FRAME BUILDING
 OV0330'ON LEFT, FOLLOW ROAD DOWN SALT CREEK 0.45 MILE, TURN
 OV0330'RIGHT OUT OF SALT CREEK FLAT AND GO EAST 0.1 MILE TO LEFT
 OV0330'TURN JUST PAST OLD LOG HOUSE ON RIGHT, TURN SHARP RIGHT
 OV0330'AND GO ACROSS FLAT 0.1 MILE, TO ROAD LEADING EAST AND
 OV0330'SOUTHEAST, CONTINUE ON DIM ROAD 0.8 MILE, TURN SHARP
 OV0330'RIGHT AND GO 0.1 MILE DOWN INTO DRAW, TURN SHARP LEFT AND GO
 OV0330'0.2 MILE UP DRAW (COMING OUT OF DRAW ONTO RIDGE BETWEEN 2
 OV0330'DRAWS), CONTINUE 1.55 MILES ON RIDGE TO FOOT OF STEEP HILL,
 OV0330'FOLLOW NARROW ROAD 0.2 MILE UP STEEP HILL TO SUMMIT, TURN
 OV0330'RIGHT AND FOLLOW DIM ROAD NORTHEAST AND EAST 0.65 MILE ALONG
 OV0330'TOP OF RIDGE, FOLLOW RIGHT FORK 0.55 MILE TO SADDLE, TURN
 OV0330'RIGHT AND GO SOUTH 0.1 MILE TO HIGHEST POINT OF NARROW RIDGE
 OV0330'EXTENDING NORTH AND SOUTH.  SURFACE AND UNDERGROUND MARKS
 OV0330'ARE STANDARD STATION DISKS IN CONCRETE.
 OV0330'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 OV0330'PROJECTING 4 INCHES ABOVE GROUND.  NO. 1 IS 1.6 FEET
 OV0330'WEST OF WIRE FENCE, AND 10.57 METERS (34.7 FEET) FROM STATION.
 OV0330'NO. 2 IS 1.3 FEET WEST OF FENCE,
 OV0330'AND 7.69 METERS (25.2 FEET) FROM STATION.
 OV0330'DISTANCE BETWEEN REFERENCE MARKS IS 49.98 FEET.
 OV0330'AZIMUTH MARK IS STANDARD REFERENCE DISK IN BEDROCK,
 OV0330'15.0 FEET SOUTH OF CENTER LINE OF ROAD, AND
 OV0330'APPROXIMATELY 0.35 MILE FROM STATION S 76 DEG 54 MIN W.
 OV0330'BEARING FROM STATION TO ROCK CAIRN
 OV0330'S 19 DEG 57 MIN E.
 OV0330
 OV0330                          STATION RECOVERY (1948)
 OV0330
 OV0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (JTL)
 OV0330'STATION MARK--STANDARD USC AND GS TABLET, CEMENTED IN ROCK, STAMPED
 OV0330'---MEADOW 1936---.
 OV0330
 OV0330                          STATION RECOVERY (1952)
 OV0330
 OV0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 OV0330'NEW DRIVING DESCRIPTION USGS 1952 DUE TO RD. CHANGES STATION IS EASIER
 OV0330'TO REACH FROM LINCH.
 OV0330'
 OV0330'TO REACH FROM LINCH GO S. ON THE TRUCK ROUTE -RD.JUNCTION JUST W. OF
 OV0330'CONOCO STATION.- FOR 4.5 MI. TO A GRAVELED T-RD. W. TAKE T-RD. W.
 OV0330'KEEPING ON MAIN RD. FOR 2.0 MI. TO A GRADED DIRT RD. NW. TAKE DIRT NW.
 OV0330'FOR 0.35 MI. TO FORK THENCE LEFT W. FOR 1.1 MI. TO WHERE RD. CROSSES
 OV0330'THE SUMMIT OF A RIDGE.  AT THIS POINT LEAVE RD. AND DRIVE UP RIDGE
 OV0330'FOR ABOUT 300 FT. TO TOP OF HILL AND STATION SITE.
 OV0330'
 OV0330'STATION MARK - STANDARD NGS TABLET SET IN CONCRETE.
 OV0330'
 OV0330'RECOVERED.
 OV0330'
 OV0330'REFERENCE MARKS - NONE.
 OV0330
 OV0330                          STATION RECOVERY (1988)
 OV0330
 OV0330'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1988 (DP)
 OV0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0340 ***********************************************************************
 OW0340  DESIGNATION -  MEADOW
 OW0340  PID         -  OW0340
 OW0340  STATE/COUNTY-  WY/FREMONT
 OW0340  USGS QUAD   -  BURRIS (1993)
 OW0340
 OW0340                         *CURRENT SURVEY CONTROL
 OW0340  ___________________________________________________________________
 OW0340* NAD 83(1993)-  43 16 05.16239(N)    109 15 19.89220(W)     ADJUSTED  
 OW0340* NAVD 88     -      2083.68   (+/-2cm)    6836.2    (feet)  VERTCON   
 OW0340  ___________________________________________________________________
 OW0340  LAPLACE CORR-         -20.10  (seconds)                    DEFLEC99
 OW0340  GEOID HEIGHT-          -9.22  (meters)                     GEOID03
 OW0340
 OW0340  HORZ ORDER  -  THIRD
 OW0340  VERT ORDER  -  THIRD ? (See Below)
 OW0340
 OW0340.The horizontal coordinates were established by classical geodetic methods
 OW0340.and adjusted by the National Geodetic Survey in January 1997..
 OW0340
 OW0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0340.The vertical order pertains to the NGVD 29 superseded value.
 OW0340
 OW0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0340
 OW0340.The geoid height was determined by GEOID03.
 OW0340
 OW0340;                    North         East     Units Scale Factor Converg.
 OW0340;SPC WYWC     -   307,560.745   558,961.158   MT  0.99995821   -0 20 47.4
 OW0340;UTM  12      - 4,792,065.051   641,570.819   MT  0.99984655   +1 11 45.2
 OW0340
 OW0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0340!SPC WYWC     -   0.99967479  x   0.99995821  =   0.99963302
 OW0340!UTM  12      -   0.99967479  x   0.99984655  =   0.99952139
 OW0340
 OW0340|---------------------------------------------------------------------|
 OW0340| PID    Reference Object                     Distance      Geod. Az  |
 OW0340|                                                           dddmmss.s |
 OW0340| CP5758 MEADOW RM 1                          13.590 METERS 12655     |
 OW0340| CP5759 MEADOW RM 2                          12.952 METERS 24002     |
 OW0340| CP5757 MEADOW AZ MK                                       2525409.2 |
 OW0340|---------------------------------------------------------------------|
 OW0340
 OW0340                          SUPERSEDED SURVEY CONTROL
 OW0340
 OW0340  NAD 83(1986)-  43 16 05.15441(N)    109 15 19.88483(W) AD(       ) 3
 OW0340  NAD 27      -  43 16 05.31500(N)    109 15 17.38900(W) AD(       ) 3
 OW0340  NGVD 29 (07/19/86) 2082.57   (m)         6832.6    (f) LEVELING    3  
 OW0340
 OW0340.Superseded values are not recommended for survey control.
 OW0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0340.See file dsdata.txt to determine how the superseded data were derived.
 OW0340
 OW0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN4157192065(NAD 83)
 OW0340_MARKER: DS = TRIANGULATION STATION DISK
 OW0340_SETTING: 66 = SET IN ROCK OUTCROP
 OW0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0340
 OW0340  HISTORY     - Date     Condition        Report By
 OW0340  HISTORY     - 1936     MONUMENTED       CGS
 OW0340  HISTORY     - 1948     GOOD             USGS
 OW0340
 OW0340                          STATION DESCRIPTION
 OW0340
 OW0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0340'ABOUT 26 MILES NORTHWEST OF FORT WASHAKIE, ABOUT 15 MILES
 OW0340'WEST-NORTHWEST OF DIVERSION DAM, 5-1/2 MILES SOUTH OF BURRIS
 OW0340'POST OFFICE, ABOUT 4 MILES SOUTH OF MEADOW CREEK RANGER STATION,
 OW0340'JUST SOUTH OF GRADED ROAD LEADING FROM CROWHEART STORE TO
 OW0340'RANGER STATION, 53 FEET SOUTH OF CENTER LINE OF ROAD, AND AT
 OW0340'WEST EDGE OF MAIN SUMMIT.  TO REACH FROM FORT WASHAKIE, FOLLOW
 OW0340'STATE HIGHWAY 287 NORTH 15.6 MILES.  TAKE LEFT FORK AND FOLLOW
 OW0340'HIGHWAY 15.0 MILES TO SIDE ROAD LEFT, 0.45 MILE SOUTH OF
 OW0340'CROWHEART STORE.  TURN LEFT AND FOLLOW GRADED ROAD TOWARDS
 OW0340'MEADOW CREEK RANGER STATION, 4.9 MILES TO STATION.  STATION
 OW0340'MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.
 OW0340'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN OUTCROPPING
 OW0340'BEDROCK.  NO. 1 IS ON THE FLAT, 13.590 METERS
 OW0340'(44.59 FEET) SOUTHEAST OF STATION S 53 DEG 25 MIN E.
 OW0340'NO. 2 IS ABOUT 5 FEET LOWER THAN STATION, AND 12.952
 OW0340'METERS (42.49 FEET) SOUTHWEST FROM STATION S 53 DEG 25 MIN W.
 OW0340'AZIMUTH MARK IS ON TOP OF SLIGHT RISE, IN TOP OF
 OW0340'FLAT ROCK OUTCROP 12 YARDS SOUTH OF CENTER LINE OF ROAD,
 OW0340'AND ABOUT 0.4 MILE WEST OF STATION S 72 DEG 54 MIN W.
 OW0340
 OW0340                          STATION RECOVERY (1948)
 OW0340
 OW0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OW0340'FOLLOWING DESCRIPTION BY USGS, 1948
 OW0340'
 OW0340'LOCATED ABOUT 19 MI. W. AND 18 MI. N. OF FORT WASHAKIE, ABOUT 19 MI.
 OW0340'S. AND 19 MI. E. OF DUBOIS, ABOUT 7 MI. S. AND 1 MI. E. OF BURRIS
 OW0340'POST OFFICE, ABOUT 1.5 MI. S. OF MEADOW CREEK IN SEC. 5, T 3 N,
 OW0340'R 4 W.
 OW0340'
 OW0340'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 287 AND WYOMING STATE
 OW0340'HIGHWAY 287 FOLLOW U.S. HIGHWAY 287 NW. 13.4 MI. TO SECONDARY RD. ON
 OW0340'LEFT IN E-W. DIRECTION.  TURN HALF LEFT AND FOLLOW THIS RD. W. FOR
 OW0340'0.3 MI. TO TRAIL ON LEFT GOING S.  TURN LEFT AND FOLLOW THIS TRAIL
 OW0340'PARALLEL TO AN IRRIGATION DITCH FOR 0.5 MI. TO GATE.  GO THROUGH GATE
 OW0340'AND CONTINUE 0.25 MI. TO BRIDGE ACROSS IRRIGATION DITCH.  CROSS
 OW0340'BRIDGE, TURN LEFT AND GO 0.05 MI. TO FORK.  TAKE RIGHT FORK AND FOLLOW
 OW0340'TRAIL 3.0 MI. TO CATTLEGUARD.  CONTINUE ON TRAIL 1.3 MI. TO STATION
 OW0340'WHICH IS 50 FT. FROM CENTERLINE OF TRAIL ON LEFT.  IN NE. 1/4 SEC. 5,
 OW0340'T 3 N, R 4 W.
 OW0340'
 OW0340'STATION MARK--USC AND GS TABLET CEMENTED IN ROCK STAMPED---MEADOW
 OW0340'1936---.
 OW0340'
 OW0340'REFERENCE MARKS--USC AND GS TABLETS CEMENTED IN ROCK.
 OW0340'
 OW0340'REFERENCE MARK NO. 1--STAMPED---MEADOW NO. 1 1936---, IS 44.60 FT. E.
 OW0340'OF STATION, 53 DEGREES 10 MINUTES, NW.           .
 OW0340'
 OW0340'REFERENCE MARK NO. 2--STAMPED---MEADOW NO. 2 1936---, IS 42.52 FT. S.
 OW0340'OF STATION, N 60 DEGREES 11 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0362 ***********************************************************************
 NR0362  DESIGNATION -  MEDICINE
 NR0362  PID         -  NR0362
 NR0362  STATE/COUNTY-  WY/ALBANY
 NR0362  USGS QUAD   -  SQUAW SPRING (1992)
 NR0362
 NR0362                         *CURRENT SURVEY CONTROL
 NR0362  ___________________________________________________________________
 NR0362* NAD 83(1993)-  42 24 05.46477(N)    106 01 08.14964(W)     ADJUSTED  
 NR0362* NAVD 88     -      2340.0    (meters)    7677.     (feet)  VERTCON   
 NR0362  ___________________________________________________________________
 NR0362  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 NR0362  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 NR0362
 NR0362  HORZ ORDER  -  SECOND
 NR0362
 NR0362.The horizontal coordinates were established by classical geodetic methods
 NR0362.and adjusted by the National Geodetic Survey in January 1997..
 NR0362
 NR0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0362
 NR0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0362
 NR0362.The geoid height was determined by GEOID03.
 NR0362
 NR0362;                    North         East     Units Scale Factor Converg.
 NR0362;SPC WY E     -   211,526.302   129,839.073   MT  0.99999804   -0 34 29.0
 NR0362;SPC WYEC     -   312,011.435   508,206.120   MT  1.00008151   +0 53 11.1
 NR0362;UTM  13      - 4,694,860.682   416,146.759   MT  0.99968651   -0 41 13.7
 NR0362
 NR0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0362!SPC WY E     -   0.99963493  x   0.99999804  =   0.99963297
 NR0362!SPC WYEC     -   0.99963493  x   1.00008151  =   0.99971641
 NR0362!UTM  13      -   0.99963493  x   0.99968651  =   0.99932155
 NR0362
 NR0362:                Primary Azimuth Mark                     Grid Az
 NR0362:SPC WY E     -  MEDICINE AZ MK                           037 41 34.9
 NR0362:SPC WYEC     -  MEDICINE AZ MK                           036 13 54.8
 NR0362:UTM  13      -  MEDICINE AZ MK                           037 48 19.6
 NR0362
 NR0362|---------------------------------------------------------------------|
 NR0362| PID    Reference Object                     Distance      Geod. Az  |
 NR0362|                                                           dddmmss.s |
 NR0362| CP5760 MEDICINE AZ MK                                     0370705.9 |
 NR0362| CP5761 MEDICINE RM 1                         7.643 METERS 10249     |
 NR0362| CP5762 MEDICINE RM 2                        11.418 METERS 30445     |
 NR0362|---------------------------------------------------------------------|
 NR0362
 NR0362                          SUPERSEDED SURVEY CONTROL
 NR0362
 NR0362  NAD 83(1986)-  42 24 05.45052(N)    106 01 08.13696(W) AD(       ) 2
 NR0362  NAD 27      -  42 24 05.57400(N)    106 01 06.09400(W) AD(       ) 2
 NR0362  NGVD 29 (07/19/86) 2339.0    (m)         7674.     (f) VERT ANG       
 NR0362
 NR0362.Superseded values are not recommended for survey control.
 NR0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0362.See file dsdata.txt to determine how the superseded data were derived.
 NR0362
 NR0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG1614794861(NAD 83)
 NR0362_MARKER: DS = TRIANGULATION STATION DISK
 NR0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0362_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0362
 NR0362  HISTORY     - Date     Condition        Report By
 NR0362  HISTORY     - 1948     MONUMENTED       CGS
 NR0362
 NR0362                          STATION DESCRIPTION
 NR0362
 NR0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0362'STATION IS LOCATED IN T. 28 N., R. 77 W., ON THE HIGHEST
 NR0362'POINT OF A PROMINENT HILL COVERED WITH SMALL, LOOSE SHALE ROCK.
 NR0362'ABOUT 10.5 MILES AIR LINE SOUTHEAST OF BATES CREEK RESERVOIR.
 NR0362'3 MILES NORTHWEST OF LITTLE MEDICINE.  AND ABOUT 36 MILES
 NR0362'AIR LINE NORTH-NORTHEAST OF MEDICINE BOW.  THE STATION IS
 NR0362'ON THE NORTHWEST POINT OF THE HILL, 23 FEET EAST-SOUTHEAST
 NR0362'OF A LARGE CAIRN, SET IN A ROUND CONCRETE POST WHICH PROJECTS
 NR0362'4 INCHES, AND STAMPED, MEDICINE 1948.
 NR0362'
 NR0362'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE GROUND AT ABOUT
 NR0362'THE SAME ELEVATION AS THE STATION MARK AND STAMPED, MEDICINE
 NR0362'NO 1 1948.
 NR0362'
 NR0362'REFERENCE MARK NO. 2 IS SET FLUSH WITH THE GROUND ABOUT 1
 NR0362'FOOT LOWER THAN THE STATION MARK AND STAMPED, MEDICINE NO 2 1948.
 NR0362'
 NR0362'THE AZIMUTH MARK IS ON THE SOUTH END OF A KNOLL ABOUT THE
 NR0362'SAME ELEVATION AS THE STATION, ABOUT 120 FEET SOUTH OF A
 NR0362'LARGE PILE OF ROCK ON THE HIGHEST POINT OF THE KNOLL.  ABOUT
 NR0362'86 PACES WEST OF CENTER LINE OF ROAD TO STATION, 40 PACES
 NR0362'SOUTH OF A FENCE LINE, 35 FEET EAST OF A SMALL PILE OF-ROCK, AND
 NR0362'6 FEET WEST OF A 4X4 WHITE WITNESS POST.  THE MARK IS SET
 NR0362'FLUSH WITH THE GROUND AND STAMPED, MEDICINE 1948.
 NR0362'
 NR0362'REACHED FROM THE DEPOT IN DOUGLAS BY GOING WEST ON U.S. HIGHWAY
 NR0362'20 FOR 1.05 MILE TO SIDE ROAD LEFT.  TURN LEFT ON GRADED ROAD
 NR0362'AND GO 1.35 MILE TO RANCH BUILDINGS ON RIGHT.  TURN RIGHT ON
 NR0362'MAIN ROAD FOR 4.0 MILES TO REVERSE Y FORK.  KEEP LEFT, MAIN
 NR0362'GRADED ROAD, FOR 10.85 MILES TO SIDE ROAD LEFT AND SIGN
 NR0362'LA PRELE RANGER STATION 23.  TURN LEFT AND FOLLOW GRADED ROAD
 NR0362'FOR 2.8 MILES TO FORK AND SIGN LA PRELE RANGER STATION 20
 NR0362'DOUGLAS 20.  TURN LEFT AND FOLLOW MAIN ROAD FOR 8.5 MILES
 NR0362'TO FORK AND SIGN DOUGLAS 29 LA BONTE CANYON 12.  TAKE RIGHT
 NR0362'FORK THROUGH CATTLE GUARD AND FOLLOW MAIN ROAD FOR 7.65
 NR0362'MILES TO TWO MAIL BOXES ON RIGHT AND SIGN ON LEFT H-V RANCH.
 NR0362'CONTINUE SOUTH FOR 4.8 MILES TO FORK AND SIGN MEDICINE BOW 52.
 NR0362'TAKE LEFT FORK AND GO 4.8 MILES TO FORK.  TAKE LEFT FORK
 NR0362'AND GO 1.0 MILE TO AZIMUTH MARK ON KNOLL WEST OF ROAD.
 NR0362'CONTINUE FOR 0.1 MILE TO FORK.  TAKE RIGHT FORK FOR 0.6
 NR0362'MILE TO REVERSE Y.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE.
 NR0362'LEAVE ROAD AND GO UP RIDGE TO RIGHT TO TOP.  FOLLOW RIDGE
 NR0362'SOUTHWEST INTO SADDLE FOR 1.1 MILE TO FENCE AND END OF
 NR0362'TRUCK TRAVEL.  CROSS FENCE AND PACK WEST TO HIGHEST POINT
 NR0362'AND STATION SITE, ABOUT A 0.3 MILE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0471 ***********************************************************************
 PV0471  DESIGNATION -  MEDICINE
 PV0471  PID         -  PV0471
 PV0471  STATE/COUNTY-  WY/CROOK
 PV0471  USGS QUAD   -  MONA (1984)
 PV0471
 PV0471                         *CURRENT SURVEY CONTROL
 PV0471  ___________________________________________________________________
 PV0471* NAD 83(1993)-  44 49 52.63783(N)    104 29 46.65674(W)     ADJUSTED  
 PV0471* NAVD 88     -      1330.6    (meters)    4365.     (feet)  VERTCON   
 PV0471  ___________________________________________________________________
 PV0471  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 PV0471  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 PV0471
 PV0471  HORZ ORDER  -  FIRST
 PV0471
 PV0471.The horizontal coordinates were established by classical geodetic methods
 PV0471.and adjusted by the National Geodetic Survey in January 1998..
 PV0471
 PV0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0471
 PV0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0471
 PV0471.The geoid height was determined by GEOID03.
 PV0471
 PV0471;                    North         East     Units Scale Factor Converg.
 PV0471;SPC WY E     -   481,335.236   253,008.383   MT  0.99997204   +0 28 21.5
 PV0471;UTM  13      - 4,964,332.339   539,816.111   MT  0.99961949   +0 21 18.5
 PV0471
 PV0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0471!SPC WY E     -   0.99979367  x   0.99997204  =   0.99976572
 PV0471!UTM  13      -   0.99979367  x   0.99961949  =   0.99941324
 PV0471
 PV0471|---------------------------------------------------------------------|
 PV0471| PID    Reference Object                     Distance      Geod. Az  |
 PV0471|                                                           dddmmss.s |
 PV0471| CP9951 MEDICINE RM 1                        32.812 METERS 02217     |
 PV0471| CP9950 MEDICINE AZ MK                                     1185015.2 |
 PV0471| PV0523 DEVILS TOWER TOP CENTER             APPROX.31.9 KM 2130201.5 |
 PV0471| CP9952 MEDICINE RM 2                        31.803 METERS 24018     |
 PV0471|---------------------------------------------------------------------|
 PV0471
 PV0471                          SUPERSEDED SURVEY CONTROL
 PV0471
 PV0471  NAD 83(1993)-  44 49 52.63642(N)    104 29 46.65660(W) AD(       ) 1
 PV0471  NAD 83(1986)-  44 49 52.62658(N)    104 29 46.64519(W) AD(       ) 1
 PV0471  NAD 27      -  44 49 52.67800(N)    104 29 44.80400(W) AD(       ) 1
 PV0471  NGVD 29 (07/19/86) 1330.0    (m)         4364.     (f) VERT ANG       
 PV0471
 PV0471.Superseded values are not recommended for survey control.
 PV0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0471.See file dsdata.txt to determine how the superseded data were derived.
 PV0471
 PV0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK3981664332(NAD 83)
 PV0471_MARKER: DS = TRIANGULATION STATION DISK
 PV0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0471
 PV0471  HISTORY     - Date     Condition        Report By
 PV0471  HISTORY     - 1949     MONUMENTED       CGS
 PV0471  HISTORY     - 1988     GOOD             USAF
 PV0471
 PV0471                          STATION DESCRIPTION
 PV0471
 PV0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0471'THE STATION IS LOCATED ON THE HIGHEST POINT AT THE SOUTHERN
 PV0471'END OF THE SHORT GRASSY TOPPED RIDGE OF A LARGE PROMINENT
 PV0471'TIMBERED HILL WHICH LIES BETWEEN THE BELLE FOURCHE RIVER AND
 PV0471'MEDICINE CREEK.  LOCATED ABOUT 21.5 MILES WEST OF THE
 PV0471'WYOMING-SOUTH DAKOTA STATE LINE, 14 MILES SOUTH-SOUTHWEST OF
 PV0471'ALZADA MONTANA, 11.3 MILES SOUTH OF THE WYOMING-MONTANA STATE
 PV0471'LINE, 26 FEET NORTH-NORTHEAST OF A 1-FOOT BLAZED PINE
 PV0471'TREE, 25 FEET NORTH OF THE EDGE OF CLIFF WHERE IT DROPS TO
 PV0471'THE SOUTH INTO THE BELLE FOURCHE RIVER BASIN, 15 FEET
 PV0471'NORTHWEST OF A WITNESS POST, AND ON LAND OWNED BY MRS. ELSIE
 PV0471'HOLCOMB.
 PV0471'
 PV0471'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 212
 PV0471'AND A GRAVELED AND DIRT ROAD LEADING SOUTH 0.2 MILE EAST OF THE
 PV0471'SMALL SETTLEMENT OF ALZADA, GO SOUTH ON THE MAIN GRAVELED AND
 PV0471'DIRT ROAD FOR 12 MILES TO A FORK.  BEAR LEFT ON THE MAIN DIRT
 PV0471'ROAD FOR 1.8 MILES TO ANOTHER FORK.  BEAR LEFT AND CONTINUE
 PV0471'ON THE MAIN DIRT ROAD FOR 2.5 MILES TO A WIRE GATE ON THE LEFT.
 PV0471'TURN LEFT, PASS THROUGH GATE, AND GO NORTH AND EASTERLY ON THE
 PV0471'MAIN TRACK ROAD FOR 1.05 MILES TO A CATTLE GUARD, CONTINUE
 PV0471'EASTERLY ON THE TRACK ROAD FOR 0.1 MILE TO A FORK AND GATE ON
 PV0471'RIGHT, PASS THROUGH GATE AND CONTINUE EAST-SOUTHEAST ON THE
 PV0471'MAIN TRACK ROAD FOR 0.5 MILE TO A FORK.  BEAR RIGHT FOR
 PV0471'0.15 MILE TO A GATE IN A FENCE CORNER, CONTINUE
 PV0471'EAST-SOUTHEAST FOR 0.65 MILE TO ANOTHER GATE IN A
 PV0471'NORTH-SOUTH FENCE LINE, CONTINUE EASTERLY ON DIM TRACK ROAD
 PV0471'ALONG THE MAIN RIDGE FOR 1 MILE TO THE HIGHEST POINT OF BARE
 PV0471'TOPPED RIDGE AND STATION.
 PV0471'
 PV0471'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ALONG
 PV0471'THE MAIN RIDGE FOR 0.35 MILE TO THE AZIMUTH MARK AS DESCRIBED
 PV0471'BELOW.
 PV0471'
 PV0471'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X
 PV0471'10-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE
 PV0471'DISK IS STAMPED MEDICINE 1949.
 PV0471'
 PV0471'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED TO THE TOP OF A
 PV0471'2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 4 INCHES, AND THE DISK
 PV0471'IS STAMPED MEDICINE NO 1 1949.
 PV0471'
 PV0471'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED TO THE TOP OF A
 PV0471'2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 4 INCHES, AND THE
 PV0471'DISK IS STAMPED MEDICINE NO 2 1949.
 PV0471'
 PV0471'THE AZIMUTH MARK IS 3.5 FEET NORTHWEST OF A WITNESS POST.  IT
 PV0471'IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH CONCRETE
 PV0471'POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PV0471'MEDICINE 1949.
 PV0471
 PV0471                          STATION RECOVERY (1988)
 PV0471
 PV0471'RECOVERY NOTE BY US AIR FORCE 1988 (JC)
 PV0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0566 ***********************************************************************
 PW0566  DESIGNATION -  MEDICINE 2
 PW0566  PID         -  PW0566
 PW0566  STATE/COUNTY-  WY/BIG HORN
 PW0566  USGS QUAD   -  MEDICINE WHEEL (1993)
 PW0566
 PW0566                         *CURRENT SURVEY CONTROL
 PW0566  ___________________________________________________________________
 PW0566* NAD 83(1993)-  44 48 59.61003(N)    107 54 10.92445(W)     ADJUSTED  
 PW0566* NAVD 88     -      3039.     (meters)    9970.     (feet)  SCALED    
 PW0566  ___________________________________________________________________
 PW0566  LAPLACE CORR-          15.58  (seconds)                    DEFLEC99
 PW0566  GEOID HEIGHT-         -10.09  (meters)                     GEOID03
 PW0566
 PW0566  HORZ ORDER  -  THIRD
 PW0566
 PW0566.The horizontal coordinates were established by classical geodetic methods
 PW0566.and adjusted by the National Geodetic Survey in January 1997..
 PW0566.No horizontal observational check was made to the station.
 PW0566
 PW0566.The orthometric height was scaled from a topographic map.
 PW0566
 PW0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0566
 PW0566.The geoid height was determined by GEOID03.
 PW0566
 PW0566;                    North         East     Units Scale Factor Converg.
 PW0566;SPC WYEC     -   579,637.687   354,940.570   MT  0.99996246   -0 24 05.6
 PW0566;UTM  13      - 4,966,673.053   270,466.802   MT  1.00024791   -2 02 49.4
 PW0566
 PW0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0566!SPC WYEC     -   0.99952530  x   0.99996246  =   0.99948778
 PW0566!UTM  13      -   0.99952530  x   1.00024791  =   0.99977309
 PW0566
 PW0566|---------------------------------------------------------------------|
 PW0566| PID    Reference Object                     Distance      Geod. Az  |
 PW0566|                                                           dddmmss.s |
 PW0566| CQ6167 MEDICINE 2 RM 1                      30.126 METERS 00046     |
 PW0566| PW0565 MEDICINE                             65.183 METERS 06003     |
 PW0566| CQ6168 MEDICINE 2 RM 2                      22.561 METERS 28130     |
 PW0566| CQ6164 MEDICINE AZ MK                                     3102019.1 |
 PW0566|---------------------------------------------------------------------|
 PW0566
 PW0566                          SUPERSEDED SURVEY CONTROL
 PW0566
 PW0566  NAD 83(1986)-  44 48 59.59898(N)    107 54 10.91193(W) AD(       ) 3
 PW0566  NAD 27      -  44 48 59.74700(N)    107 54 08.55380(W) AD(       ) 3
 PW0566
 PW0566.Superseded values are not recommended for survey control.
 PW0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0566.See file dsdata.txt to determine how the superseded data were derived.
 PW0566
 PW0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK7046766673(NAD 83)
 PW0566_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PW0566_SETTING: 0 = UNSPECIFIED SETTING
 PW0566
 PW0566  HISTORY     - Date     Condition        Report By
 PW0566  HISTORY     - 1962     MONUMENTED       CGS
 PW0566  HISTORY     - 1971     GOOD             NGS
 PW0566
 PW0566                          STATION DESCRIPTION
 PW0566
 PW0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (FAK)
 PW0566'STATION IS LOCATED ON THE HIGHEST POINT OF MEDICINE MOUNTAIN, IN
 PW0566'THE BIG HORN NATIONAL FOREST, ABOUT 24 MILES AIRLINE WEST OF
 PW0566'DAYTON, ABOUT 2-1/2 MILES WEST-SOUTHWEST OF MEDICINE WHEEL
 PW0566'RANGER STATION AND ABOUT 2 MILES NORTH OF STATE HIGHWAY 14.
 PW0566'
 PW0566'TO REACH FROM BURGESS JUNCTION (JUNCTION OF U.S. HIGHWAY 14
 PW0566'AND STATE HIGHWAY 14 ABOUT 27 MILES BY HIGHWAY SOUTHWEST OF
 PW0566'DAYTON), BY GOING WESTERLY ON STATE HIGHWAY 14 FOR 20.45 MILES
 PW0566'TO SIDE ROAD RIGHT AND SIGN MEDICINE WHEEL RANGER STATION 2-1/2
 PW0566'AND MEDICINE WHEEL TURN-OFF 1/4, CONTINUE WESTERLY ON HIGHWAY
 PW0566'14 FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 PW0566'GOOD GRADED ROAD FOR 2.45 MILES TO END OF ROAD AND PARKING
 PW0566'AREA, TURN SHARP LEFT AND FOLLOW DIM TRACKS UP HILL, EASTERLY,
 PW0566'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, ON THE SOUTH
 PW0566'EDGE OF RIDGE, CONTINUE EASTERLY UP HILL FOR 0.35 MILE TO A
 PW0566'POST WITH SIGN ON IT NOTICE--DO NOT DRIVE SHEEP ON
 PW0566'ROAD, AT THIS POINT TURN RIGHT, SOUTHERLY, OFF TRACKS AND PICK
 PW0566'WAY SOUTHERLY THEN EASTERLY, AROUND THE SIDE OF THE HILL
 PW0566'PASSING BIG BOULDERS AND DEEP CREVASSES, TO THE TOP OF
 PW0566'HILL AND STATION ON THE HIGHEST POINT.
 PW0566'
 PW0566'REFERENCE MARK NO. 1 IS A STANDARD DISK AND IS 98.84 FEET
 PW0566'NORTH-NORTHEAST OF STATION.
 PW0566'
 PW0566'REFERENCE MARK NO. 2 IS A STANDARD DISK AND IS 74.02 FEET
 PW0566'WEST-NORTHWEST OF STATION.
 PW0566'
 PW0566'NO AZIMUTH TO THE AZIMUTH MARK WAS DETERMINED.
 PW0566
 PW0566                          STATION RECOVERY (1971)
 PW0566
 PW0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WTJ)
 PW0566'STATION RECOVERED AS DESCRIBED BY FAK IN 1962, WITH THE
 PW0566'EXCEPTION THAT THE FAA HAS NOW BUILT A ROAD TO THE TOP OF THE
 PW0566'MOUNTAIN AND IT IS NOW POSSIBLE TO DRIVE TO THE STATION.
 PW0566'
 PW0566'THE STATION AND R.M.-1 WERE RECOVERED AND ARE STAMPED MEDICINE,
 PW0566'1957 (SEE FAK 1962 RECOVERY NOTE)
 PW0566'
 PW0566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24 MILES
 PW0566'WEST OF DAYTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0546 ***********************************************************************
 MP0546  CBN         -  This is a Cooperative Base Network Control Station.
 MP0546  DESIGNATION -  MEDICINE BOW
 MP0546  PID         -  MP0546
 MP0546  STATE/COUNTY-  WY/ALBANY
 MP0546  USGS QUAD   -  MEDICINE BOW PEAK (1992)
 MP0546
 MP0546                         *CURRENT SURVEY CONTROL
 MP0546  ___________________________________________________________________
 MP0546* NAD 83(1993)-  41 21 37.02696(N)    106 19 03.35843(W)     ADJUSTED  
 MP0546* NAVD 88     -      3662.4    (meters)   12016.     (feet)  GPS OBS   
 MP0546  ___________________________________________________________________
 MP0546  X           -  -1,347,768.724 (meters)                     COMP
 MP0546  Y           -  -4,603,759.622 (meters)                     COMP
 MP0546  Z           -   4,194,951.397 (meters)                     COMP
 MP0546  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 MP0546  ELLIP HEIGHT-        3652.03  (meters)          (09/07/01) GPS OBS
 MP0546  GEOID HEIGHT-         -10.34  (meters)                     GEOID03
 MP0546
 MP0546  HORZ ORDER  -  B
 MP0546  ELLP ORDER  -  FOURTH    CLASS I
 MP0546
 MP0546.The horizontal coordinates were established by GPS observations
 MP0546.and adjusted by the National Geodetic Survey in October 1994..
 MP0546
 MP0546.The orthometric height was determined by GPS observations and a
 MP0546.high-resolution geoid model.
 MP0546
 MP0546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0546
 MP0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0546
 MP0546.The ellipsoidal height was determined by GPS observations
 MP0546.and is referenced to NAD 83.
 MP0546
 MP0546.The geoid height was determined by GEOID03.
 MP0546
 MP0546;                    North         East     Units Scale Factor Converg.
 MP0546;SPC WY E     -    96,170.083   103,700.444   MT  1.00005159   -0 45 38.1
 MP0546;SPC WYEC     -   196,028.728   484,987.165   MT  1.00002636   +0 40 16.4
 MP0546;UTM  13      - 4,579,590.829   389,792.213   MT  0.99974947   -0 52 14.7
 MP0546
 MP0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0546!SPC WY E     -   0.99942749  x   1.00005159  =   0.99947905
 MP0546!SPC WYEC     -   0.99942749  x   1.00002636  =   0.99945384
 MP0546!UTM  13      -   0.99942749  x   0.99974947  =   0.99917711
 MP0546
 MP0546|---------------------------------------------------------------------|
 MP0546| PID    Reference Object                     Distance      Geod. Az  |
 MP0546|                                                           dddmmss.s |
 MP0546| CP5764 MEDICINE BOW RM 1                     3.615 METERS 06615     |
 MP0546| CP5763 MEDICINE BOW AZ MK                                 1414130.9 |
 MP0546| CP6210 MEDICINE BOW RM 2                     3.238 METERS 21601     |
 MP0546|---------------------------------------------------------------------|
 MP0546
 MP0546                          SUPERSEDED SURVEY CONTROL
 MP0546
 MP0546  ELLIP H (10/19/94) 3652.08   (m)                       GP(       ) 4 1
 MP0546  NAD 83(1986)-  41 21 37.01927(N)    106 19 03.35684(W) AD(       ) 2
 MP0546  NAD 27      -  41 21 37.13400(N)    106 19 01.29700(W) AD(       ) 2
 MP0546  NGVD 29 (07/19/86) 3661.6    (m)        12013.     (f) VERT ANG       
 MP0546
 MP0546.Superseded values are not recommended for survey control.
 MP0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0546.See file dsdata.txt to determine how the superseded data were derived.
 MP0546
 MP0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF8979279591(NAD 83)
 MP0546_MARKER: DS = TRIANGULATION STATION DISK
 MP0546_SETTING: 80 = SET IN A BOULDER
 MP0546_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0546_STAMPING: MEDICINE BOW 1948
 MP0546_MARK LOGO: CGS   
 MP0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0546+STABILITY: SURFACE MOTION
 MP0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0546+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1993
 MP0546
 MP0546  HISTORY     - Date     Condition        Report By
 MP0546  HISTORY     - 1948     MONUMENTED       CGS
 MP0546  HISTORY     - 1959     GOOD             USGS
 MP0546  HISTORY     - 19930812 GOOD             NGS
 MP0546
 MP0546                          STATION DESCRIPTION
 MP0546
 MP0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0546'THE STATION IS LOCATED ABOUT 28 MILES AIRLINE EAST-SOUTHEAST
 MP0546'OF SARATOGA ON MEDICINE BOW PEAK, A HIGH, BARE AND ROCKY PEAK.
 MP0546'IT IS THE HIGHEST PEAK OF THE SNOWY RANGE MOUNTAINS.  THE
 MP0546'STATION MARK IS SET FLUSH 20 FEET NORTHEAST OF THE BURNED
 MP0546'REMAINS OF A FIRE LOOKOUT HOUSE.  THE STATION MARK WAS SET
 MP0546'IN AN OLD DRILL HOLE WHERE ANOTHER SURVEY MARK WAS PREVIOUSLY
 MP0546'SET.  THE MARK IS STAMPED, MEDICINE BOW 1948
 MP0546'
 MP0546'REFERENCE MARK NO. 1 IS SET FLUSH AT SAME ELEVATION AS THE
 MP0546'STATION MARK.  IT IS STAMPED, MEDICINE BOW NO 1 1948.
 MP0546'
 MP0546'REFERENCE MARK NO. 2 IS SET FLUSH AT THE SAME ELEVATION AS
 MP0546'THE STATION MARK.  IT IS STAMPED, MEDICINE BOW NO 2 1948.
 MP0546'
 MP0546'THE AZIMUTH MARK PROJECTS 3 INCHES, IS SET 10 PACES EAST OF
 MP0546'A LARGE SIGN, LIBBY FLATS OBSERVATION POINT ELEVATION 10800
 MP0546'TIMBERLINE.  IT IS 8 PACES NORTH OF STATE HIGHWAY 130 AND 3
 MP0546'FEET NORTH OF A WHITE WITNESS POST.  IT IS STAMPED, MEDICINE
 MP0546'BOW 1948
 MP0546'
 MP0546'TO REACH THE STATION FROM SARATOGA, GO SOUTH AND EAST ON
 MP0546'STATE HIGHWAY 130 FOR 35.4 MILES TO THE ALBANY-CARBON COUNTY
 MP0546'LINE.  CONTINUE 1.5 MILE TO A ROAD LEFT JUST AFTER PASSING
 MP0546'A SIGN, LIBBY FLATS OBSERVATION POINT ELEVATION 10800 TIMBERLINE.
 MP0546'THE AZIMUTH MARK IS AT THIS POINT.  TURN LEFT ON DIRT ROAD,
 MP0546'GO 0.55 MILE TO WHERE ROAD TURNS SHARP LEFT AND END OF TRUCK
 MP0546'TRAVEL FOR A TWO WHEEL DRIVE VEHICLE.  FROM HERE WALK
 MP0546'NORTH-NORTHWEST ABOUT 0.5 MILE TO THE SADDLE NORTHWEST OF A
 MP0546'DOME-SHAPED MOUNTAIN.  FROM SADDLE PICK UP TRAIL THAT LEADS
 MP0546'WESTERLY UP ROCKY SLOPE TO HIGHEST POINT AND STATION.  A 1
 MP0546'1/2-HOUR PACK.  A FOUR WHEEL DRIVE VEHICLE CAN BE DRIVEN ALMOST TO
 MP0546'THE SADDLE MENTIONED ABOVE.
 MP0546
 MP0546                          STATION RECOVERY (1959)
 MP0546
 MP0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0546'RECOVERED.
 MP0546'
 MP0546'STATION MARK--STANDARD DISK, SET IN AN OLD DRILL HOLE WHERE ANOTHER
 MP0546'SURVEY MARK WAS PREVIOUSLY SET, STAMPED ---MEDICINE BOW 1948---.
 MP0546
 MP0546                          STATION RECOVERY (1993)
 MP0546
 MP0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 MP0546'NOTE--STATION MAY BE INACCESSIBLE EIGHT MONTHS OF THE YEAR DUE TO
 MP0546'SNOW.  PACK DISTANCE AND TIME WILL VARY DUE TO SNOW FIELDS. STATION
 MP0546'MARK WAS RECOVERED IN GOOD CONDITION.  SOLID SHANK OF REFERENCE MARK 1
 MP0546'WAS RECOVERED AND USABLE.  REFERENCE MARK 2 WAS NOT RECOVERED, MAY BE
 MP0546'UNDER A LARGE CAIRN.  THE AZIMUTH MARK WAS NOT SEARCHED FOR. STATION
 MP0546'IS LOCATED ABOUT 44 KM (27.35 MI) SOUTHEAST OF SARATOGA, 16 KM (9.95
 MP0546'MI) WEST-NORTHWEST OF CENTENNIAL, 0.4 KM (0.25 MI) EAST OF THE
 MP0546'ALBANY-CARBON COUNTY LINE, IN THE MEDICINE BOW NATIONAL FOREST, IN THE
 MP0546'SNOWY RANGE, JUST WEST OF THE SUGARLOAF CAMPGROUND AREA, ON MEDICINE
 MP0546'BOW PEAK, IN THE NORTHWEST 1/4 OF SECTION 18, T 16 N, R 79 W.
 MP0546'OWNERSHIP--US DEPARTMENT OF AGRICULTURE. TO REACH FROM THE CENTENNIAL
 MP0546'SCHOOL IN CENTENNIAL, GO WEST ON STATE HIGHWAY 130 FOR 2.23 KM (1.40
 MP0546'MI) TO A CATTLE GUARD JUST PAST THE NATIONAL FOREST VISITOR CENTER.
 MP0546'CONTINUE AHEAD FOR 15.65 KM (9.70 MI) TO A DIRT ROAD RIGHT (MILE 39.1)
 MP0546'LEADING TO THE SUGARLOAF CAMPGROUND AND LEWIS LAKE. THIS TURNOFF IS
 MP0546'0.60 KM (0.35 MI) BEFORE REACHING THE LIBBY FLATS OBSERVATION POINT.
 MP0546'TURN RIGHT, NORTHWEST, ON DIRT ROAD FOR 1.19 KM (0.75 MI) TO A FORK.
 MP0546'KEEP LEFT, NORTHEAST, TOWARDS LEWIS LAKE FOR 0.47 KM (0.30 MI) TO END
 MP0546'OF TRUCK TRAVEL AT THE SOUTH END OF LEWIS LAKE.  PACK SOUTHWEST, THEN
 MP0546'WEST, ON MEDICINE BOW TRAIL 295, PASSING AROUND SOUTH SIDE OF LEWIS
 MP0546'LAKE, FOR ABOUT 1.5 KM (0.95 MI) TO A TRAIL FORK IN SADDLE BETWEEN
 MP0546'SUGARLOAF MOUNTAIN AND MEDICINE BOW PEAK.  KEEP RIGHT, WEST, ON TRAIL
 MP0546'295 (TRAIL 296 LEADS SOUTHWEST TO MIRROR LAKE), FOLLOWING ZIG-ZAG
 MP0546'TRAIL UP STEEP ROCKY SLOPE FOR 1 KM (0.60 MI) TO HIGH GROUND AND
 MP0546'STATION AT LARGE CAIRN. STATION MARK IS A DISK SET IN A DRILL HOLE IN
 MP0546'AN 0.5 M (1.6 FT) X 0.8 M (2.6 FT) ANGULAR BOULDER AT BASE OF THE
 MP0546'CAIRN.  IT IS ABOUT 10 M (32.8 FT) WEST OF THE CLIFF AND 1 M (3.3 FT)
 MP0546'EAST OF THE TOP CENTER OF THE CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH8659 ***********************************************************************
 AH8659  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH8659  DESIGNATION -  MEDICINE BOW CORS ARP
 AH8659  CORS_ID     -  MBWW
 AH8659  PID         -  AH8659
 AH8659  STATE/COUNTY-  WY/CARBON
 AH8659  USGS QUAD   -  MEDICINE BOW (1971)
 AH8659
 AH8659                         *CURRENT SURVEY CONTROL
 AH8659  ___________________________________________________________________
 AH8659* NAD 83(CORS)-  41 54 12.88750(N)    106 11 11.50340(W)     ADJUSTED  
 AH8659* NAVD 88     -      2000.3    (meters)    6563.     (feet)  GPS OBS   
 AH8659  ___________________________________________________________________
 AH8659  EPOCH DATE  -        2002.00
 AH8659  X           -  -1,325,706.785 (meters)                     COMP
 AH8659  Y           -  -4,567,120.471 (meters)                     COMP
 AH8659  Z           -   4,238,966.294 (meters)                     COMP
 AH8659  ELLIP HEIGHT-        1987.30  (meters)          (03/??/02) GPS OBS
 AH8659  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 AH8659
 AH8659  HORZ ORDER  -  SPECIAL (CORS)
 AH8659  ELLP ORDER  -  SPECIAL (CORS)
 AH8659
 AH8659.ITRF positions are available for this station.
 AH8659.The coordinates were established by GPS observations
 AH8659.and adjusted by the National Geodetic Survey in March 2002..
 AH8659.The coordinates are valid at the epoch date displayed above.
 AH8659.The epoch date for horizontal control is a decimal equivalence
 AH8659.of Year/Month/Day.
 AH8659
 AH8659.The orthometric height was determined by GPS observations and a
 AH8659.high-resolution geoid model.
 AH8659
 AH8659.The PID for the CORS L1 Phase Center is AJ7953.
 AH8659
 AH8659.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH8659
 AH8659.The ellipsoidal height was determined by GPS observations
 AH8659.and is referenced to NAD 83.
 AH8659
 AH8659.The geoid height was determined by GEOID03.
 AH8659
 AH8659;                    North         East     Units Scale Factor Converg.
 AH8659;SPC WYEC     -   256,504.811   495,151.686   MT  1.00004887   +0 45 57.5
 AH8659
 AH8659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8659!SPC WYEC     -   0.99968840  x   1.00004887  =   0.99973726
 AH8659
 AH8659                          SUPERSEDED SURVEY CONTROL
 AH8659
 AH8659  NAD 83(CORS)-  41 54 12.88740(N)    106 11 11.50314(W) AD(1997.00) c
 AH8659  ELLIP H (03/??/99) 1987.28   (m)                       GP(1997.00) c c
 AH8659
 AH8659.Superseded values are not recommended for survey control.
 AH8659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8659.See file dsdata.txt to determine how the superseded data were derived.
 AH8659
 AH8659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG0158639752(NAD 83)
 AH8659_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH8659
 AH8659                          STATION DESCRIPTION
 AH8659
 AH8659'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AH8659'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AH8659'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AH8659'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AH8659'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AH8659'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ7953 ***********************************************************************
 AJ7953  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7953  DESIGNATION -  MEDICINE BOW CORS L1 PHASE CENTER
 AJ7953  CORS_ID     -  MBWW
 AJ7953  PID         -  AJ7953
 AJ7953  STATE/COUNTY-  WY/CARBON
 AJ7953  USGS QUAD   -  MEDICINE BOW (1971)
 AJ7953
 AJ7953                         *CURRENT SURVEY CONTROL
 AJ7953  ___________________________________________________________________
 AJ7953* NAD 83(CORS)-  41 54 12.88749(N)    106 11 11.50335(W)     ADJUSTED  
 AJ7953* NAVD 88     -                                                        
 AJ7953  ___________________________________________________________________
 AJ7953  EPOCH DATE  -        2002.00
 AJ7953  X           -  -1,325,706.799 (meters)                     COMP
 AJ7953  Y           -  -4,567,120.522 (meters)                     COMP
 AJ7953  Z           -   4,238,966.340 (meters)                     COMP
 AJ7953  ELLIP HEIGHT-        1987.37  (meters)          (03/??/02) GPS OBS
 AJ7953  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 AJ7953
 AJ7953  HORZ ORDER  -  SPECIAL (CORS)
 AJ7953  ELLP ORDER  -  SPECIAL (CORS)
 AJ7953
 AJ7953.ITRF positions are available for this station.
 AJ7953.The coordinates were established by GPS observations
 AJ7953.and adjusted by the National Geodetic Survey in March 2002..
 AJ7953.The coordinates are valid at the epoch date displayed above.
 AJ7953.The epoch date for horizontal control is a decimal equivalence
 AJ7953.of Year/Month/Day.
 AJ7953
 AJ7953
 AJ7953.The PID for the CORS ARP is AH8659.
 AJ7953
 AJ7953.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7953
 AJ7953.The ellipsoidal height was determined by GPS observations
 AJ7953.and is referenced to NAD 83.
 AJ7953
 AJ7953.The geoid height was determined by GEOID03.
 AJ7953
 AJ7953;                    North         East     Units Scale Factor Converg.
 AJ7953;SPC WYEC     -   256,504.811   495,151.687   MT  1.00004887   +0 45 57.5
 AJ7953
 AJ7953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7953!SPC WYEC     -   0.99968839  x   1.00004887  =   0.99973725
 AJ7953
 AJ7953                          SUPERSEDED SURVEY CONTROL
 AJ7953
 AJ7953  NAD 83(CORS)-  41 54 12.88739(N)    106 11 11.50309(W) AD(1997.00) c
 AJ7953  ELLIP H (03/??/99) 1987.36   (m)                       GP(1997.00) c c
 AJ7953
 AJ7953.Superseded values are not recommended for survey control.
 AJ7953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7953.See file dsdata.txt to determine how the superseded data were derived.
 AJ7953
 AJ7953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG0158639752(NAD 83)
 AJ7953_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7953
 AJ7953                          STATION DESCRIPTION
 AJ7953
 AJ7953'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7953'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7953'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7953'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7953'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7953'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0017 ***********************************************************************
 MP0017  DESIGNATION -  MEDICINE BOW MAGNETIC
 MP0017  PID         -  MP0017
 MP0017  STATE/COUNTY-  WY/CARBON
 MP0017  USGS QUAD   -  MEDICINE BOW (1971)
 MP0017
 MP0017                         *CURRENT SURVEY CONTROL
 MP0017  ___________________________________________________________________
 MP0017* NAD 83(1986)-  41 53 56.     (N)    106 12 07.     (W)     SCALED    
 MP0017* NAVD 88     -      1999.214  (meters)    6559.09   (feet)  ADJUSTED  
 MP0017  ___________________________________________________________________
 MP0017  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 MP0017  DYNAMIC HT  -        1997.537 (meters)    6553.59  (feet)  COMP
 MP0017  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 MP0017
 MP0017  VERT ORDER  -  FIRST     CLASS II
 MP0017
 MP0017.The horizontal coordinates were scaled from a topographic map and have
 MP0017.an estimated accuracy of +/- 6 seconds.
 MP0017
 MP0017.The orthometric height was determined by differential leveling
 MP0017.and adjusted by the National Geodetic Survey in June 1991..
 MP0017
 MP0017.The geoid height was determined by GEOID03.
 MP0017
 MP0017.The dynamic height is computed by dividing the NAVD 88
 MP0017.geopotential number by the normal gravity value computed on the
 MP0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0017.degrees latitude (g = 980.6199 gals.).
 MP0017
 MP0017.The modeled gravity was interpolated from observed gravity values.
 MP0017
 MP0017;                    North         East    Units  Estimated Accuracy
 MP0017;SPC WYEC     -   255,970.      493,880.      MT  (+/- 180 meters Scaled)
 MP0017
 MP0017                          SUPERSEDED SURVEY CONTROL
 MP0017
 MP0017  NGVD 29 (??/??/92) 1998.094  (m)         6555.41   (f) ADJ UNCH    1 2
 MP0017
 MP0017.Superseded values are not recommended for survey control.
 MP0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0017.See file dsdata.txt to determine how the superseded data were derived.
 MP0017
 MP0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG003392(NAD 83)
 MP0017_MARKER: DM = MAGNETIC STATION DISK
 MP0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0017+STABILITY: SURFACE MOTION
 MP0017
 MP0017  HISTORY     - Date     Condition        Report By
 MP0017  HISTORY     - UNK      MONUMENTED       CGS
 MP0017  HISTORY     - 1947     GOOD             NGS
 MP0017  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0017
 MP0017                          STATION DESCRIPTION
 MP0017
 MP0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0017'IN MEDICINE BOW.
 MP0017'AT MEDICINE BOW, 108.2 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 MP0017'GRAVELED STREET, 97.2 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 MP0017'MEDICINE BOW SCHOOL, 90.2 FEET NORTH OF THE NORTHWEST CORNER OF THE
 MP0017'SCHOOL, 75.6 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED
 MP0017'STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 MP0017
 MP0017                          STATION RECOVERY (1983)
 MP0017
 MP0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0017'THE SCHOOL HAS BEEN ADDED TO AND THIS MARK COULD BE UNDER THE FLOOR OF
 MP0017'THE ADDITION TO THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0507 ***********************************************************************
 MP0507  DESIGNATION -  MEDICINE BOW TANK
 MP0507  PID         -  MP0507
 MP0507  STATE/COUNTY-  WY/CARBON
 MP0507  USGS QUAD   -  MEDICINE BOW (1971)
 MP0507
 MP0507                         *CURRENT SURVEY CONTROL
 MP0507  ___________________________________________________________________
 MP0507* NAD 83(1993)-  41 53 50.46265(N)    106 11 57.47602(W)     ADJUSTED  
 MP0507* NAVD 88     -                                                        
 MP0507  ___________________________________________________________________
 MP0507  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 MP0507  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 MP0507
 MP0507  HORZ ORDER  -  THIRD
 MP0507
 MP0507.The horizontal coordinates were established by classical geodetic methods
 MP0507.and adjusted by the National Geodetic Survey in January 1997..
 MP0507
 MP0507
 MP0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0507
 MP0507.The geoid height was determined by GEOID03.
 MP0507
 MP0507;                    North         East     Units Scale Factor Converg.
 MP0507;SPC WYEC     -   255,798.875   494,101.261   MT  1.00004643   +0 45 26.5
 MP0507;SPC WY E     -   155,692.617   114,313.118   MT  1.00002782   -0 41 22.7
 MP0507;UTM  13      - 4,639,074.648   400,516.651   MT  0.99972178   -0 48 03.4
 MP0507
 MP0507                          SUPERSEDED SURVEY CONTROL
 MP0507
 MP0507  NAD 83(1986)-  41 53 50.45034(N)    106 11 57.46901(W) AD(       ) 4
 MP0507  NAD 27      -  41 53 50.57000(N)    106 11 55.38000(W) AD(       ) 3
 MP0507
 MP0507.Superseded values are not recommended for survey control.
 MP0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0507.See file dsdata.txt to determine how the superseded data were derived.
 MP0507
 MP0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG0051739075(NAD 83)
 MP0507_MARKER: 53 = ELEVATED TANK
 MP0507
 MP0507  HISTORY     - Date     Condition        Report By
 MP0507  HISTORY     - 1933     FIRST OBSERVED   USGS
 MP0507  HISTORY     - 1958     GOOD             CGS
 MP0507  HISTORY     - 1974     GOOD             DMA
 MP0507
 MP0507                          STATION DESCRIPTION
 MP0507
 MP0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MP0507'INTERSECTION STATION RECOVERED WAS ELEVATED STEEL WATER TANK
 MP0507'LOCATED IN MEDICINE BOW.  TANK WAS ERECTED IN 1915.
 MP0507
 MP0507                          STATION RECOVERY (1974)
 MP0507
 MP0507'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 MP0507'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0823 ***********************************************************************
 MR0823  DESIGNATION -  MEDICINE BUTTE
 MR0823  PID         -  MR0823
 MR0823  STATE/COUNTY-  WY/UINTA
 MR0823  USGS QUAD   -  EVANSTON (1978)
 MR0823
 MR0823                         *CURRENT SURVEY CONTROL
 MR0823  ___________________________________________________________________
 MR0823* NAD 83(1993)-  41 21 08.84683(N)    110 54 28.58228(W)     ADJUSTED  
 MR0823* NAVD 88     -      2629.     (meters)    8625.     (feet)  VERTCON   
 MR0823  ___________________________________________________________________
 MR0823  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 MR0823  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MR0823
 MR0823  HORZ ORDER  -  SECOND
 MR0823
 MR0823.The horizontal coordinates were established by classical geodetic methods
 MR0823.and adjusted by the National Geodetic Survey in January 1997..
 MR0823
 MR0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0823
 MR0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0823
 MR0823.The geoid height was determined by GEOID03.
 MR0823
 MR0823;                    North         East     Units Scale Factor Converg.
 MR0823;SPC WY W     -   194,989.681   730,996.507   MT  0.99999608   -0 32 41.4
 MR0823;SPC UT N     - 1,113,342.853   549,544.374   MT  0.99995841   +0 23 25.4
 MR0823;UTM  12      - 4,577,888.471   507,701.037   MT  0.99960073   +0 03 39.0
 MR0823
 MR0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0823!SPC WY W     -   0.99959006  x   0.99999608  =   0.99958614
 MR0823!SPC UT N     -   0.99959006  x   0.99995841  =   0.99954849
 MR0823!UTM  12      -   0.99959006  x   0.99960073  =   0.99919095
 MR0823
 MR0823:                Primary Azimuth Mark                     Grid Az
 MR0823:SPC WY W     -  CHIMNEY                                  005 12 17.7
 MR0823:SPC UT N     -  CHIMNEY                                  004 16 10.9
 MR0823:UTM  12      -  CHIMNEY                                  004 35 57.3
 MR0823
 MR0823|---------------------------------------------------------------------|
 MR0823| PID    Reference Object                     Distance      Geod. Az  |
 MR0823|                                                           dddmmss.s |
 MR0823| MR0859 CHIMNEY                             APPROX.19.8 KM 0043936.3 |
 MR0823|---------------------------------------------------------------------|
 MR0823
 MR0823                          SUPERSEDED SURVEY CONTROL
 MR0823
 MR0823  NAD 83(1986)-  41 21 08.83321(N)    110 54 28.57237(W) AD(       ) 2
 MR0823  NAD 27      -  41 21 09.02610(N)    110 54 25.92090(W) AD(       ) 2
 MR0823  NGVD 29 (07/19/86) 2628.     (m)         8622.     (f) VERT ANG       
 MR0823
 MR0823.Superseded values are not recommended for survey control.
 MR0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0823.See file dsdata.txt to determine how the superseded data were derived.
 MR0823
 MR0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0770177888(NAD 83)
 MR0823_MARKER: B = BOLT
 MR0823_SETTING: 80 = SET IN A BOULDER
 MR0823_SP_SET: SET IN DRILL HOLE IN A BOULDER
 MR0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0823+STABILITY: SURFACE MOTION
 MR0823
 MR0823  HISTORY     - Date     Condition        Report By
 MR0823  HISTORY     - 1962     MONUMENTED       USGS
 MR0823  HISTORY     - 1965     GOOD             USGS
 MR0823  HISTORY     - 1989     GOOD             BLM
 MR0823
 MR0823                          STATION DESCRIPTION
 MR0823
 MR0823'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 MR0823'THE STATION IS ABOUT 6-1/2 MILES NORTH-NORTHEAST OF EVANSTON,
 MR0823'17-1/2 MILES SOUTHEAST OF WOODRUFF, 8-3/4 MILES WEST-NORTHWEST
 MR0823'OF THE JUNCTION OF U.S. HIGHWAYS 30 S AND 189.
 MR0823'
 MR0823'THE MARK IS A COPPER BOLT CEMENTED IN A DRILL HOLE IN A 3 BY 3
 MR0823'FOOT BOULDER PROJECTING 1 FOOT AND SURROUNDED BY A MASS OF
 MR0823'BOULDERS.  IT IS 30 FEET NORTH OF A POWERLINE POLE AND ABOUT 2
 MR0823'FEET HIGHER THAN THE STATION.  THE BOLT IS NOT STAMPED.
 MR0823'
 MR0823'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MEDICINE
 MR0823'BUTTE, THE DISTANCE BEING 25.48 FEET, 7.766 METERS SOUTH-SOUTHEAST.
 MR0823
 MR0823                          STATION RECOVERY (1965)
 MR0823
 MR0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MR0823'RECOVERED.
 MR0823'
 MR0823'STATION MARK--METAL PLUG 3/4 IN. DIAMETER, SET IN ROCK OUTCROP.  IT
 MR0823'HAS BEEN HAMMERED BUT THE STAMPING ---USGS--- IS STILL LEGIBLE.
 MR0823
 MR0823                          STATION RECOVERY (1989)
 MR0823
 MR0823'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1989 (DP)
 MR0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0821 ***********************************************************************
 MR0821  DESIGNATION -  MEDICINE BUTTE MICROWAVE STA
 MR0821  PID         -  MR0821
 MR0821  STATE/COUNTY-  WY/UINTA
 MR0821  USGS QUAD   -  EVANSTON (1978)
 MR0821
 MR0821                         *CURRENT SURVEY CONTROL
 MR0821  ___________________________________________________________________
 MR0821* NAD 83(1993)-  41 21 09.24620(N)    110 54 28.67057(W)     ADJUSTED  
 MR0821* NAVD 88     -                                                        
 MR0821  ___________________________________________________________________
 MR0821  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 MR0821  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MR0821
 MR0821  HORZ ORDER  -  THIRD
 MR0821
 MR0821.The horizontal coordinates were established by classical geodetic methods
 MR0821.and adjusted by the National Geodetic Survey in January 1997..
 MR0821
 MR0821
 MR0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0821
 MR0821.The geoid height was determined by GEOID03.
 MR0821
 MR0821;                    North         East     Units Scale Factor Converg.
 MR0821;SPC WY W     -   195,002.020   730,994.572   MT  0.99999608   -0 32 41.5
 MR0821;SPC UT N     - 1,113,355.159   549,542.238   MT  0.99995842   +0 23 25.3
 MR0821;UTM  12      - 4,577,900.785   507,698.972   MT  0.99960073   +0 03 38.9
 MR0821
 MR0821                          SUPERSEDED SURVEY CONTROL
 MR0821
 MR0821  NAD 83(1986)-  41 21 09.23269(N)    110 54 28.66163(W) AD(       ) 4
 MR0821  NAD 27      -  41 21 09.42800(N)    110 54 25.99400(W) AD(       ) 3
 MR0821
 MR0821.Superseded values are not recommended for survey control.
 MR0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0821.See file dsdata.txt to determine how the superseded data were derived.
 MR0821
 MR0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0769977901(NAD 83)
 MR0821
 MR0821  HISTORY     - Date     Condition        Report By
 MR0821  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0821  HISTORY     - 1989     GOOD             BLM
 MR0821
 MR0821                          STATION DESCRIPTION
 MR0821
 MR0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0821'THE STATION IS THE CENTER OF A 10 BY 15 AND 10 FOOT HIGH CONCRETE
 MR0821'BLOCK BUILDING LOCATED ON THE SUMMIT OF MEDICINE BUTTE, WHICH
 MR0821'IS ABOUT 6-1/2 MILES NORTH-NORTHEAST OF EVANSTON, 17-1/2 MILES
 MR0821'SOUTHEAST OF WOODRUFF, 8-3/4 MILES WEST-NORTHWEST OF THE
 MR0821'JUNCTION OF U.S. HIGHWAYS 30 S AND 189.
 MR0821'
 MR0821'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MEDICINE
 MR0821'BUTTE, THE DISTANCE BEING 66.30 FEET, 20.209 METERS SOUTH-SOUTHEAST.
 MR0821
 MR0821                          STATION RECOVERY (1989)
 MR0821
 MR0821'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1989 (DP)
 MR0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0779 ***********************************************************************
 PY0779  DESIGNATION -  MEERTENS
 PY0779  PID         -  PY0779
 PY0779  STATE/COUNTY-  WY/TETON
 PY0779  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0779
 PY0779                         *CURRENT SURVEY CONTROL
 PY0779  ___________________________________________________________________
 PY0779* NAD 83(1986)-  44 27 15.     (N)    110 49 09.     (W)     SCALED    
 PY0779* NAVD 88     -      2255.403  (meters)    7399.60   (feet)  ADJUSTED  
 PY0779  ___________________________________________________________________
 PY0779  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY0779  DYNAMIC HT  -        2253.936 (meters)    7394.79  (feet)  COMP
 PY0779  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 PY0779
 PY0779  VERT ORDER  -  FIRST     CLASS II
 PY0779
 PY0779.The horizontal coordinates were scaled from a topographic map and have
 PY0779.an estimated accuracy of +/- 6 seconds.
 PY0779
 PY0779.The orthometric height was determined by differential leveling
 PY0779.and adjusted by the National Geodetic Survey in June 1991..
 PY0779
 PY0779.The geoid height was determined by GEOID03.
 PY0779
 PY0779.The dynamic height is computed by dividing the NAVD 88
 PY0779.geopotential number by the normal gravity value computed on the
 PY0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0779.degrees latitude (g = 980.6199 gals.).
 PY0779
 PY0779.The modeled gravity was interpolated from observed gravity values.
 PY0779
 PY0779;                    North         East    Units  Estimated Accuracy
 PY0779;SPC WY W     -   539,480.      741,440.      MT  (+/- 180 meters Scaled)
 PY0779
 PY0779                          SUPERSEDED SURVEY CONTROL
 PY0779
 PY0779  NGVD 29 (08/20/92) 2254.051  (m)         7395.17   (f) ADJUSTED    1 2
 PY0779
 PY0779.Superseded values are not recommended for survey control.
 PY0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0779.See file dsdata.txt to determine how the superseded data were derived.
 PY0779
 PY0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ143223(NAD 83)
 PY0779_MARKER: DS = TRIANGULATION STATION DISK
 PY0779_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0779+WITH SETTING: PAVEMENT
 PY0779_SP_SET: BRIDGE WALKWAY
 PY0779_STAMPING: MEERTENS 1987
 PY0779_MARK LOGO: NGS   
 PY0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0779+STABILITY: SURFACE MOTION
 PY0779
 PY0779  HISTORY     - Date     Condition        Report By
 PY0779  HISTORY     - 1987     MONUMENTED       NGS
 PY0779  HISTORY     - 1987     GOOD             NGS
 PY0779
 PY0779                          STATION DESCRIPTION
 PY0779
 PY0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0779'25.7 KM (15.95 MI) WEST FROM WEST THUMB.
 PY0779'25.7 KM (15.95 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0779'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0779'THUMB, IN TOP OF AND 1.7 M (5.6 FT) SOUTHWEST OF THE NORTHEAST END OF
 PY0779'THE SOUTHEAST WALKWAY OF A HIGHWAY BRIDGE SPANNING THE FIREHOLE
 PY0779'RIVER, AND 4.8 M (15.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 PY0779'HIGHWAY.
 PY0779'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0802 ***********************************************************************
 PY0802  FBN         -  This is a Federal Base Network Control Station.
 PY0802  DESIGNATION -  MEERTENS 2
 PY0802  PID         -  PY0802
 PY0802  STATE/COUNTY-  WY/TETON
 PY0802  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0802
 PY0802                         *CURRENT SURVEY CONTROL
 PY0802  ___________________________________________________________________
 PY0802* NAD 83(1993)-  44 27 14.39100(N)    110 49 08.91069(W)     ADJUSTED  
 PY0802* NAVD 88     -      2255.436  (meters)    7399.71   (feet)  ADJUSTED  
 PY0802  ___________________________________________________________________
 PY0802  X           -  -1,621,384.718 (meters)                     COMP
 PY0802  Y           -  -4,264,033.516 (meters)                     COMP
 PY0802  Z           -   4,445,813.972 (meters)                     COMP
 PY0802  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 PY0802  ELLIP HEIGHT-        2246.44  (meters)          (02/28/01) GPS OBS
 PY0802  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY0802  DYNAMIC HT  -        2253.969 (meters)    7394.90  (feet)  COMP
 PY0802  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 PY0802
 PY0802  HORZ ORDER  -  B
 PY0802  VERT ORDER  -  FIRST     CLASS II
 PY0802  ELLP ORDER  -  SECOND    CLASS I
 PY0802
 PY0802.The horizontal coordinates were established by GPS observations
 PY0802.and adjusted by the National Geodetic Survey in May 1992..
 PY0802
 PY0802.The orthometric height was determined by differential leveling
 PY0802.and adjusted by the National Geodetic Survey in June 1991..
 PY0802.WARNING-GPS observations at this control monument resulted in a GPS
 PY0802.derived orthometric height which differed from the leveled height by
 PY0802.more than one decimeter (0.1 meter).
 PY0802
 PY0802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0802
 PY0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0802
 PY0802.The ellipsoidal height was determined by GPS observations
 PY0802.and is referenced to NAD 83.
 PY0802
 PY0802.The geoid height was determined by GEOID03.
 PY0802
 PY0802.The dynamic height is computed by dividing the NAVD 88
 PY0802.geopotential number by the normal gravity value computed on the
 PY0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0802.degrees latitude (g = 980.6199 gals.).
 PY0802
 PY0802.The modeled gravity was interpolated from observed gravity values.
 PY0802
 PY0802;                    North         East     Units Scale Factor Converg.
 PY0802;SPC WY W     -   539,456.213   741,439.103   MT  0.99997966   -0 30 55.2
 PY0802;UTM  12      - 4,922,315.259   514,389.117   MT  0.99960255   +0 07 36.0
 PY0802
 PY0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0802!SPC WY W     -   0.99964789  x   0.99997966  =   0.99962756
 PY0802!UTM  12      -   0.99964789  x   0.99960255  =   0.99925058
 PY0802
 PY0802                          SUPERSEDED SURVEY CONTROL
 PY0802
 PY0802  ELLIP H (05/15/92) 2246.68   (m)                       GP(       ) 4 2
 PY0802  NAD 83(1993)-  44 27 14.38097(N)    110 49 08.89574(W) AD(       ) 1
 PY0802  NAVD 88 (05/28/92) 2255.44   (m)         7399.7    (f) LEVELING    3  
 PY0802  NGVD 29 (08/20/92) 2254.084  (m)         7395.27   (f) ADJUSTED    1 2
 PY0802
 PY0802.Superseded values are not recommended for survey control.
 PY0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0802.See file dsdata.txt to determine how the superseded data were derived.
 PY0802
 PY0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1438922315(NAD 83)
 PY0802_MARKER: DH = HORIZONTAL CONTROL DISK
 PY0802_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0802+WITH SETTING: PAVEMENT
 PY0802_SP_SET: CONCRETE CURBBING/WALK WAY OF HI
 PY0802_STAMPING: MEERTENS 2 1987
 PY0802_MARK LOGO: NGS   
 PY0802_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0802+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1999
 PY0802
 PY0802  HISTORY     - Date     Condition        Report By
 PY0802  HISTORY     - 1987     MONUMENTED       NGS
 PY0802  HISTORY     - 1987     GOOD             NGS
 PY0802  HISTORY     - 19991019 GOOD             NGS
 PY0802
 PY0802                          STATION DESCRIPTION
 PY0802
 PY0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0802'THE STATION IS LOCATED IN THE WEST CENTRAL SECTION OF YELLOWSTONE
 PY0802'NATIONAL PARK, ALONG THE OLD FAITHFUL-WEST THUMB ROAD, ABOUT 2.3 KM
 PY0802'(1.4 MI) EAST-SOUTHEAST OF THE OVERPASS AT OLD FAITHFUL JUNCTION,
 PY0802'IN THE SIDEWALK OF A BRIDGE OVER THE FIREHOLE RIVER.
 PY0802'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0802'
 PY0802'TO REACH THE STATION FROM THE OVERPASS AT OLD FAITHFUL JUNCTION IN
 PY0802'YELLOWSTONE NATIONAL PARK, GO SOUTHEAST FOR 2.5 KM (1.55 MI) ON THE
 PY0802'OLD FAITHFUL-WEST THUMB ROAD TO THE EAST END OF THE BRIDGE AND THE
 PY0802'STATION ON THE RIGHT.
 PY0802'
 PY0802'THE STATION IS A STANDARD NGS DISK
 PY0802'STAMPED---MEERTENS 2 1987---,
 PY0802'SET INTO A DRILL HOLE IN THE SOUTH SIDEWALK OF BRIDGE.  LOCATED
 PY0802'4.8 METERS (15.7 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 PY0802'HIGHWAY, 0.25 METERS ABOVE THE HIGHWAY,
 PY0802'0.9 METERS (3.0 FT) SOUTHWEST FROM THE NORTHEAST END OF SIDEWALK AND
 PY0802'0.4 METERS (1.3 FT) NORTHWEST FROM THE METAL BRIDGE RAILING.
 PY0802'
 PY0802'THE STATION IS NEAR MEERTENS 1987, WHICH IS SET IN THE BRIDGE
 PY0802'SIDEWALK, BEYOND THE EXPANSION JOINT.
 PY0802'
 PY0802'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY0802'
 PY0802'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND
 PY0802'HEBGEN LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER
 PY0802'1987.
 PY0802'
 PY0802'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0802'
 PY0802'DESCRIBED BY D.L. SPRANGERS.
 PY0802
 PY0802                          STATION RECOVERY (1987)
 PY0802
 PY0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0802'25.7 KM (15.95 MI) WEST FROM WEST THUMB.
 PY0802'25.7 KM (15.95 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0802'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0802'THUMB, IN TOP OF AND 0.7 M (2.3 FT) NORTHWEST OF THE SOUTHEAST END OF
 PY0802'THE SOUTHWEST WALKWAY OF A HIGHWAY BRIDGE SPANNING THE FIREHOLE
 PY0802'RIVER, 4.7 M (15.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PY0802'AND 0.8 M (2.6 FT) NORTHEAST OF TRIANGULATION STATION MEERTENS.
 PY0802'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 PY0802
 PY0802                          STATION RECOVERY (1999)
 PY0802
 PY0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PY0802'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 PY0802'CONDITION, NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED IN
 PY0802'YELLOWSTONE NATIONAL PARK, ABOUT 28.32 KM (17.60 MI) SOUTHEAST OF
 PY0802'MADISON JUNCTION, 25.74 KM (16.00 MI) WEST OF WEST THUMB JUNCTION,
 PY0802'ABOUT 2.5 KM (1.55 MI) EAST OF THE OLD FAITHFUL JUNCTION OVERPASS
 PY0802'BRIDGE OVER WEST THUMB/MADISON HIGHWAY.  OWNERSHIP--US NATIONAL PARK
 PY0802'SERVICE.  TO REACH THE STATION FROM OLD FAITHFUL JUNCTION OVERPASS
 PY0802'BRIDGE OVER THE MADISON/WEST THUMB HIGHWAY IN YELLOWSTONE NATIONAL
 PY0802'PARK, FROM THE CENTER OF THE UNDERPASS GO EASTERLY ON WEST
 PY0802'THUMB/MADISON HIGHWAY FOR 2.5 KM (1.55 MI) TO THE NORTHEAST END OF THE
 PY0802'HIGHWAY BRIDGE OVER THE FIRE HOLE RIVER AND THE STATION ON THE RIGHT
 PY0802'SET IN A DRILL HOLE IN THE CONCRETE WALKWAY OF THE BRIDGE. NOTE--
 PY0802'THERE IS VERY LIMITED ROOM TO PULL OVER FOR ACCESS TO THE STATION,
 PY0802'THERE IS A SMALL AREA OF HIGHWAY SHOULDER ON THE OPPOSITE SIDE OF THE
 PY0802'HIGHWAY AT THE NORTHEAST END OF THE BRIDGE.  THE STATION IS AN NGS
 PY0802'HORIZONTAL CONTROL MARK DISK SET IN A DRILL HOLE IN THE NORTHEAST END
 PY0802'OF THE SOUTHEAST CONCRETE WALKWAY OF A HIGHWAY BRIDGE, ABOUT 0.23 M
 PY0802'(0.75 FT) ABOVE THE HIGHWAY.  LOCATED 4.7 M (15.4 FT) SOUTHEAST OF THE
 PY0802'CENTER OF THE HIGHWAY, 0.88 M (2.89 FT) SOUTHWEST OF THE NORTHEAST END
 PY0802'OF THE WALKWAY AND 0.8 M (2.6 FT) NORTHEAST OF HORIZONTAL CONTROL MARK
 PY0802'MEERTENS.  DESCRIBED BY V.C.  PICZAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0379 ***********************************************************************
 PX0379  DESIGNATION -  MEETEETSE
 PX0379  PID         -  PX0379
 PX0379  STATE/COUNTY-  WY/PARK
 PX0379  USGS QUAD   -  MEETEETSE WEST (1985)
 PX0379
 PX0379                         *CURRENT SURVEY CONTROL
 PX0379  ___________________________________________________________________
 PX0379* NAD 83(1993)-  44 09 59.82652(N)    108 56 41.56973(W)     ADJUSTED  
 PX0379* NAVD 88     -      1982.1    (meters)    6503.     (feet)  VERTCON   
 PX0379  ___________________________________________________________________
 PX0379  LAPLACE CORR-         -16.53  (seconds)                    DEFLEC99
 PX0379  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 PX0379
 PX0379  HORZ ORDER  -  THIRD
 PX0379
 PX0379.The horizontal coordinates were established by classical geodetic methods
 PX0379.and adjusted by the National Geodetic Survey in January 1997..
 PX0379
 PX0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0379
 PX0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0379
 PX0379.The geoid height was determined by GEOID03.
 PX0379
 PX0379;                    North         East     Units Scale Factor Converg.
 PX0379;SPC WYWC     -   407,280.255   584,414.161   MT  0.99994049   -0 08 08.8
 PX0379;UTM  12      - 4,892,432.631   664,306.658   MT  0.99993203   +1 25 56.0
 PX0379
 PX0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0379!SPC WYWC     -   0.99969103  x   0.99994049  =   0.99963154
 PX0379!UTM  12      -   0.99969103  x   0.99993203  =   0.99962308
 PX0379
 PX0379:                Primary Azimuth Mark                     Grid Az
 PX0379:SPC WYWC     -  PITCHFORK                                241 46 16.1
 PX0379:UTM  12      -  PITCHFORK                                240 12 11.3
 PX0379
 PX0379|---------------------------------------------------------------------|
 PX0379| PID    Reference Object                     Distance      Geod. Az  |
 PX0379|                                                           dddmmss.s |
 PX0379| PX0425 PITCHFORK                           APPROX.10.0 KM 2413807.3 |
 PX0379|---------------------------------------------------------------------|
 PX0379
 PX0379                          SUPERSEDED SURVEY CONTROL
 PX0379
 PX0379  NAD 83(1986)-  44 09 59.81649(N)    108 56 41.56186(W) AD(       ) 3
 PX0379  NAD 27      -  44 09 59.98237(N)    108 56 39.07455(W) AD(       ) 3
 PX0379  NGVD 29 (07/19/86) 1981.0    (m)         6499.     (f) VERT ANG       
 PX0379
 PX0379.Superseded values are not recommended for survey control.
 PX0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0379.See file dsdata.txt to determine how the superseded data were derived.
 PX0379
 PX0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6430792433(NAD 83)
 PX0379_MARKER: DD = SURVEY DISK
 PX0379_SETTING: 0 = UNSPECIFIED SETTING
 PX0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0379
 PX0379  HISTORY     - Date     Condition        Report By
 PX0379  HISTORY     - 1948     MONUMENTED       USGS
 PX0379
 PX0379                          STATION DESCRIPTION
 PX0379
 PX0379'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0379'STATION LOCATED ON THE NORTHERMOST AND HIGHEST OF SEVERAL VERY SHARP
 PX0379'POINTED KNOLLS OF A NW.SE. RIDGE IN SEC.1 T.48 N., R.101 W.
 PX0379'
 PX0379'TO REACH FROM MEETEETSE POST OFFICE, GO N. ON WYOMING STATE HIGHWAY
 PX0379'120 -MEETEETSE TO CODY RD.-  TO THE SPRING CREEK RD.,  TURN LEFT IN A
 PX0379'WESTERLY DIRECTION 3.0 MI. TO TRAIL AND POWER LINE, GO LEFT IN
 PX0379'SOUTHERLY DIRECTION ALONG POWER LINE TRAIL 1.1 MI. TO FENCE LINE, GO
 PX0379'LEFT IN A SOUTHERLY DIRECTION ALONG FENCE LINE 0.6 MI. TO FENCE CORNER
 PX0379'AND GO RIGHT IN A WESTERLY DIRECTION ALONG FENCE LINE AND TRAIL 0.8
 PX0379'MI. TO A SMALL DAM, CROSS DAM AND GO RIGHT IN A SOUTHERLY DIRECTION
 PX0379'UP THE RIDGE
 PX0379'2.1 MI. TO A VERY POINTED KNOLL AND STATION.
 PX0379'
 PX0379'STATION MARK - STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 PX0379'---MEETEETSE 1948---.
 PX0379'
 PX0379'REFERENCE MARK NO.1- STANDARD TABLET SET IN ROCK, STAMPED ---MEETEETSE
 PX0379'NO.1 1948---, 85.47 FT., N 61 DEG 09 MIN E, FROM
 PX0379'STATION.
 PX0379'
 PX0379'REFERENCE MARK NO.2 - STANDARD TABLET SET IN ROCK, STAMPED
 PX0379'---MEETEETSE NO.2 1948---, 148.00 FT., N 83 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1102 ***********************************************************************
 MO1102  DESIGNATION -  MERNA
 MO1102  PID         -  MO1102
 MO1102  STATE/COUNTY-  WY/LARAMIE
 MO1102  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO1102
 MO1102                         *CURRENT SURVEY CONTROL
 MO1102  ___________________________________________________________________
 MO1102* NAD 83(1993)-  41 02 17.28595(N)    104 46 26.76078(W)     ADJUSTED  
 MO1102* NAVD 88     -      1907.     (meters)    6257.     (feet)  SCALED    
 MO1102  ___________________________________________________________________
 MO1102  LAPLACE CORR-          -9.59  (seconds)                    DEFLEC99
 MO1102  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 MO1102
 MO1102  HORZ ORDER  -  SECOND
 MO1102
 MO1102.The horizontal coordinates were established by classical geodetic methods
 MO1102.and adjusted by the National Geodetic Survey in January 1997..
 MO1102
 MO1102.The orthometric height was scaled from a topographic map.
 MO1102
 MO1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1102
 MO1102.The geoid height was determined by GEOID03.
 MO1102
 MO1102;                    North         East     Units Scale Factor Converg.
 MO1102;SPC WY E     -    59,830.101   233,007.580   MT  0.99995090   +0 15 27.9
 MO1102;SPC CO N     -   494,347.494   975,442.776   MT  1.00005129   +0 28 08.5
 MO1102;SPC CO N     - 1,621,871.74  3,200,265.17   sFT  1.00005129   +0 28 08.5
 MO1102;UTM  13      - 4,543,014.997   518,987.570   MT  0.99960444   +0 08 53.9
 MO1102
 MO1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1102!SPC WY E     -   0.99970355  x   0.99995090  =   0.99965446
 MO1102!SPC CO N     -   0.99970355  x   1.00005129  =   0.99975482
 MO1102!UTM  13      -   0.99970355  x   0.99960444  =   0.99930810
 MO1102
 MO1102|---------------------------------------------------------------------|
 MO1102| PID    Reference Object                     Distance      Geod. Az  |
 MO1102|                                                           dddmmss.s |
 MO1102| CP9957 MERNA RM 1                           15.772 METERS 23820     |
 MO1102| MO1105 CHEYENNE SPEER MICROWAVE TOWER      APPROX.10.0 KM 2762953.8 |
 MO1102| CP9956 MERNA AZ MK 2                                      3153102.9 |
 MO1102| CP9955 MERNA AZ MK                                        3154316.2 |
 MO1102| CP9958 MERNA RM 2                           16.091 METERS 34129     |
 MO1102| MO1084 CHEYENNE NORTH MUNICIPAL TANK       APPROX.15.5 KM 3533429.1 |
 MO1102|---------------------------------------------------------------------|
 MO1102
 MO1102                          SUPERSEDED SURVEY CONTROL
 MO1102
 MO1102  NAD 83(1993)-  41 02 17.27125(N)    104 46 26.75789(W) AD(       ) 2
 MO1102  NAD 83(1986)-  41 02 17.27134(N)    104 46 26.75779(W) AD(       ) 2
 MO1102  NAD 27      -  41 02 17.33460(N)    104 46 24.87200(W) AD(       ) 2
 MO1102
 MO1102.Superseded values are not recommended for survey control.
 MO1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1102.See file dsdata.txt to determine how the superseded data were derived.
 MO1102
 MO1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1898843015(NAD 83)
 MO1102_MARKER: DD = SURVEY DISK
 MO1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1102
 MO1102  HISTORY     - Date     Condition        Report By
 MO1102  HISTORY     - 1947     MONUMENTED       USGS
 MO1102  HISTORY     - 1959     GOOD             USGS
 MO1102  HISTORY     - 1960     GOOD             USGS
 MO1102  HISTORY     - 1970     GOOD             NGS
 MO1102
 MO1102                          STATION DESCRIPTION
 MO1102
 MO1102'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1102'STATION IS ABOUT 6.0 MI. SE. OF CHEYENNE, LOCATED IN NE. 1/4 SEC. 4,
 MO1102'T 12 N, R 66 W.  IT IS ALSO ABOUT 0.5 MI. E. OF RANCH AND U.S.
 MO1102'HIGHWAY 85.
 MO1102'
 MO1102'TO REACH FROM POST OFFICE IN CHEYENNE, GO S. 5.4 MI. ON U.S. HIGHWAYS
 MO1102'85 AND 87 TO JUNCTION, TURN LEFT ON U.S. HIGHWAY 85 AND GO S. 1.2 MI.
 MO1102'TO T-RD. E., TURN LEFT AND GO 0.6 MI. TO TOP OF HILL, TURN RIGHT AND
 MO1102'GO S. ACROSS COUNTRY 0.5 MI. TO STATION.
 MO1102
 MO1102                          STATION RECOVERY (1959)
 MO1102
 MO1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (MJR)
 MO1102'THE STATION IS LOCATED, AIRLINE, ABOUT 6-1/2 MILES SOUTH-SOUTHEAST
 MO1102'OF CHEYENNE, IN OPEN PASTURE LAND, THE HIGHEST IN THE IMMEDIATE
 MO1102'VICINITY.
 MO1102'
 MO1102'TO REACH THE STATION FROM THE OVERPASS, JUST EAST OF THE UNION
 MO1102'PACIFIC RAILROAD DEPOT IN CHEYENNE, GO SOUTHEAST ON U.S. HIGHWAY
 MO1102'87 AND 85 FOR 4.9 MILES TO THE U.S. HIGHWAY 87 AND 85 JUNCTION.
 MO1102'KEEP STRAIGHT AHEAD, SOUTH ON U.S. HIGHWAY 85 FOR 1.0 MILE.
 MO1102'TURN LEFT ONTO A GRAVELED SIDE ROAD AND GO EAST FOR 0.3 MILE
 MO1102'TO A WIRE GATE ON THE RIGHT AND THE AZIMUTH MARK WHICH IS 159
 MO1102'FEET WEST, IN THE EAST-WEST FENCE LINE.  TURN RIGHT, PASS
 MO1102'THROUGH THE GATE AND GO SOUTHEAST CROSS COUNTRY FOR 0.6 MILE
 MO1102'TO THE HIGHEST PART OF THE PASTURE LAND AND THE STATION.
 MO1102'
 MO1102'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 MO1102'DISK, STAMPED MERNA 1947 SET IN TOP OF A 6-INCH SQUARE CONCRETE
 MO1102'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 MO1102'
 MO1102'REFERENCE MARK NUMBER ONE IS A STANDARD U.S. GEOLOGICAL SURVEY
 MO1102'REFERENCE MARK DISK STAMPED MERNA NO 1 SET IN TOP OF A 6-INCH
 MO1102'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND
 MO1102'AND IS THE SAME ELEVATION AS THE STATION.
 MO1102'
 MO1102'REFERENCE MARK NUMBER TWO IS A STANDARD U.S. GEOLOGICAL SURVEY
 MO1102'REFERENCE MARK DISK, STAMPED MERNA NO 2 SET IN TOP OF A 6-INCH
 MO1102'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE
 MO1102'GROUND AND IS THE SAME ELEVATION AS THE STATION.
 MO1102'
 MO1102'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 MO1102'AZIMUTH MARK DISK STAMPED MERNA USGS 1959 SET IN TOP OF A
 MO1102'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 MO1102'GROUND.  IT IS 159 FEET WEST OF THE WEST END OF A WIRE GATE, 49
 MO1102'FEET SOUTH OF THE CETNER OF A GRAVELED ROAD, 1 FOOT NORTH OF AN
 MO1102'EAST-WEST FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS POST.
 MO1102'
 MO1102'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MO1102
 MO1102                          STATION RECOVERY (1960)
 MO1102
 MO1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1102'STATION MARK--STANDARD TABLET, SET IN A CONCRETE MONUMENT AND STAMPED
 MO1102'---MERNA 1947---.
 MO1102'
 MO1102'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---MERNA NO.
 MO1102'1 1947---, SET IN CONCRETE MONUMENT, 51.8 FT. SW. OF STATION.
 MO1102'
 MO1102'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---MERNA NO.
 MO1102'2 1947---, SET IN CONCRETE MONUMENT, 52.85 FT. NW. OF STATION.
 MO1102
 MO1102                          STATION RECOVERY (1970)
 MO1102
 MO1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 MO1102'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 MO1102'2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 MO1102'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED BY ROAD
 MO1102'CONSTRUCTION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 MO1102'MARKS WERE VERIFIED.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 MO1102'RECOVERY.
 MO1102'
 MO1102'A NEW AZIMUTH MARK WAS SET AND THE AZIMUTH CAN BE DETERMINED
 MO1102'FROM THE CHEYENNE, SPEER MICROWAVE TOWER, 1959.
 MO1102'
 MO1102'FOLLOWING IS A DESCRIPTION FOR THE AZIMUTH MARK AND A NEW
 MO1102'TO REACH THE STATION.
 MO1102'
 MO1102'AZIMUTH MARK, A STANDARD DISK STAMPED MERNA USGS 1959 1970,
 MO1102'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 MO1102'INCHES.  IT IS 62 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 MO1102'ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST SET IN AN
 MO1102'EAST-WEST FENCELINE.
 MO1102'
 MO1102'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 MO1102'AND 87 JUST EAST OF THE UNION PACIFIC RAILROAD STATION IN
 MO1102'CHEYENNE, GO SOUTH ON U.S. HIGHWAYS 85 AND 87 FOR 5.5 MILE
 MO1102'TO WHERE U.S. HIGHWAY 87 TURNS WEST.  CONTINUE SOUTH ON
 MO1102'U.S. HIGHWAY 85 FOR 0.95 MILES TO A SIDE ROAD ON THE LEFT.
 MO1102'TURN LEFT AND GO EAST ON A SURFACED ROAD FOR 0.35 MILE TO
 MO1102'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE SURFACED
 MO1102'ROAD FOR 0.05 MILE TO A PASTURE APPROACH AND TWO WIRE GATES
 MO1102'ON THE RIGHT.  PASS THROUGH THE EAST GATE AND GO SOUTHEAST
 MO1102'ACROSS PASTURE FOR 0.6 MILE TO THE HIGHEST POINT AND THE
 MO1102'STATION.
 MO1102'
 MO1102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT
 MO1102'6-1/2 MILES SSE OF CHEYENNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0292 ***********************************************************************
 OW0292  DESIGNATION -  MERRIAM
 OW0292  PID         -  OW0292
 OW0292  STATE/COUNTY-  WY/FREMONT
 OW0292  USGS QUAD   -  EAGLE POINT (1951)
 OW0292
 OW0292                         *CURRENT SURVEY CONTROL
 OW0292  ___________________________________________________________________
 OW0292* NAD 83(1993)-  43 28 40.22750(N)    108 46 25.67790(W)     ADJUSTED  
 OW0292* NAVD 88     -      1966.5    (meters)    6452.     (feet)  VERTCON   
 OW0292  ___________________________________________________________________
 OW0292  LAPLACE CORR-         -10.70  (seconds)                    DEFLEC99
 OW0292  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 OW0292
 OW0292  HORZ ORDER  -  THIRD
 OW0292
 OW0292.The horizontal coordinates were established by classical geodetic methods
 OW0292.and adjusted by the National Geodetic Survey in January 1997..
 OW0292
 OW0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0292
 OW0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0292
 OW0292.The geoid height was determined by GEOID03.
 OW0292
 OW0292;                    North         East     Units Scale Factor Converg.
 OW0292;SPC WYWC     -   330,737.622   598,074.599   MT  0.99993755   -0 00 59.0
 OW0292;UTM  12      - 4,816,287.792   680,043.976   MT  0.99999875   +1 31 55.9
 OW0292
 OW0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0292!SPC WYWC     -   0.99969354  x   0.99993755  =   0.99963111
 OW0292!UTM  12      -   0.99969354  x   0.99999875  =   0.99969229
 OW0292
 OW0292|---------------------------------------------------------------------|
 OW0292| PID    Reference Object                     Distance      Geod. Az  |
 OW0292|                                                           dddmmss.s |
 OW0292| CP6215 MERRIAM RM 1                          5.010 METERS 01617     |
 OW0292| CP6214 MERRIAM AZ MK                                      1673951.1 |
 OW0292| CP6216 MERRIAM RM 2                          8.956 METERS 19551     |
 OW0292|---------------------------------------------------------------------|
 OW0292
 OW0292                          SUPERSEDED SURVEY CONTROL
 OW0292
 OW0292  NAD 83(1986)-  43 28 40.22129(N)    108 46 25.67717(W) AD(       ) 3
 OW0292  NAD 27      -  43 28 40.37800(N)    108 46 23.24400(W) AD(       ) 3
 OW0292  NGVD 29 (11/06/89) 1965.4    (m)         6448.     (f) VERT ANG       
 OW0292
 OW0292.Superseded values are not recommended for survey control.
 OW0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0292.See file dsdata.txt to determine how the superseded data were derived.
 OW0292
 OW0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP8004416288(NAD 83)
 OW0292_MARKER: DS = TRIANGULATION STATION DISK
 OW0292_SETTING: 66 = SET IN ROCK OUTCROP
 OW0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0292
 OW0292  HISTORY     - Date     Condition        Report By
 OW0292  HISTORY     - 1936     MONUMENTED       CGS
 OW0292  HISTORY     - 1950     GOOD             USGS
 OW0292
 OW0292                          STATION DESCRIPTION
 OW0292
 OW0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0292'ABOUT 20 MILES NORTH-NORTHEAST OF DIVERSION DAM, 17 MILES
 OW0292'NORTH-NORTHWEST OF PAVILLION, ON HIGHEST ONE OF RANGE OF
 OW0292'PROMINENT BARREN HILLS LYING ABOUT 5 MILES NORTHWEST OF MERRIAM
 OW0292'RANCH, 3 MILES NORTHWEST OF SHOTGUN BUTTE, 1 MILE NORTH OF BIG MUDDY
 OW0292'CREEK, ON SUMMIT AT HEAD (WEST END) OF DEEPEST AND MOST
 OW0292'PROMINENT ONE OF NUMEROUS CANYONS CUTTING INTO RANGE FROM EAST,
 OW0292'IN TOP OF FLAT ROCK LEDGE ON LONGITUDINAL CENTER OF SUMMIT,
 OW0292'AND 50 FEET NORTH OF ROCKY POINT AT SOUTH END OF SUMMIT.
 OW0292'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 320 AND
 OW0292'287 IN RIVERTON-- FOLLOW HIGHWAY 287 WEST 17.7 MILES.  TURN
 OW0292'RIGHT (NORTH) ONTO PAVILLION ROAD, GO 6.7 MILES TO END OF
 OW0292'PAVEMENT AT PAVILLION, THENCE NORTH ON MAVERICK SPRINGS ROAD
 OW0292'6.2 MILES.  TAKE RIGHT FORK AND GO 8.0 MILES (OR 0.7 MILE
 OW0292'BEYOND MERRIAM RANCH).  TAKE LEFT FORK NORTHWEST UP BIG MUDDY
 OW0292'CREEK 4.0 MILES (OR 0.5 MILE BEYOND SMALL SCHOOLHOUSE).
 OW0292'TURN LEFT ONTO DIM ROAD JUST BEFORE REACHING SMALL WOODEN
 OW0292'BRIDGE, AND GO WEST ON THIS OLD ROAD 1.6 MILES (OR 0.2 MILE
 OW0292'BEYOND FRAIL POLE BRIDGE).  TURN RIGHT OFF ROAD AND GO NORTH
 OW0292'ACROSS COUNTRY AND UP SMALL VALLEY 0.2 MILE TO END OF TRUCK
 OW0292'TRAVEL.  AZIMUTH MARK IS AT THIS POINT, AND STATION IS ABOUT
 OW0292'1/2 MILE (AIRLINE) NORTH-NORTHWEST.  GO NORTH ALONG EAST SIDE
 OW0292'OF WASH DOWN CENTER OF VALLEY AND CROSS AROUND HEAD OF
 OW0292'WASH, THENCE WEST UP SHOULDER OF RIDGE, ALONG SOUTH SIDE OF
 OW0292'DEEPEST AND MOST PROMINENT CANYON ABOUT 1/2 MILE TO SUMMIT AND
 OW0292'STATION.  ABOUT 3/4 MILE.  20 MINUTES EASY PACKING.  STATION
 OW0292'MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.  REFERENCE
 OW0292'MARK NO. 1 IS STANDARD DISK IN OUTCROPPING BEDROCK, ON
 OW0292'ROCKY BACKBONE OF SUMMIT, AND 5.010 METERS (16.44 FEET) NORTH
 OW0292'OF STATION N 16 DEG 17 MIN E.  REFERENCE MARK NO. 2 IS
 OW0292'STANDARD DISK IN BOULDER, ON CREST OF RIDGE, IN TOP
 OW0292'OF BOULDER AT NORTH SIDE OF SMALL POINT OF ROCKS, AND 8.956
 OW0292'METERS (29.38 FEET) SOUTH OF STATION S 15 DEG 51 MIN W.
 OW0292'AZIMUTH MARK IS STANDARD DISK IN OUTCROPPING BEDROCK,
 OW0292'AT END OF TRUCK TRAVEL ON ROUTE TO STATION
 OW0292'ON LOW ROCKY RIDGE WHICH LIES ALONG EAST SIDE OF
 OW0292'DEEP WASH AND SPLITS SMALL VALLEY WHICH EXTENDS FROM ROAD BACK
 OW0292'INTO HILLS, IN TOP OF LEDGE AT WEST EDGE OF RIDGE, 50 YARDS
 OW0292'NORTH OF ITS SOUTH END, AND APPROXIMATELY 0.5 MILE SOUTH
 OW0292'FROM STATION S 12 DEG 20 MIN E.
 OW0292
 OW0292                          STATION RECOVERY (1950)
 OW0292
 OW0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0292'STATION MARK--STANDARD DISK IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0759 ***********************************************************************
 MR0759  DESIGNATION -  MESA
 MR0759  PID         -  MR0759
 MR0759  STATE/COUNTY-  WY/LINCOLN
 MR0759  USGS QUAD   -  GRAHAM RESERVOIR (1980)
 MR0759
 MR0759                         *CURRENT SURVEY CONTROL
 MR0759  ___________________________________________________________________
 MR0759* NAD 83(1993)-  41 59 04.13323(N)    110 15 21.09586(W)     ADJUSTED  
 MR0759* NAVD 88     -      2080.5    (meters)    6826.     (feet)  VERTCON   
 MR0759  ___________________________________________________________________
 MR0759  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 MR0759  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 MR0759
 MR0759  HORZ ORDER  -  THIRD
 MR0759
 MR0759.The horizontal coordinates were established by classical geodetic methods
 MR0759.and adjusted by the National Geodetic Survey in January 1997..
 MR0759
 MR0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0759
 MR0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0759
 MR0759.The geoid height was determined by GEOID03.
 MR0759
 MR0759;                    North         East     Units Scale Factor Converg.
 MR0759;SPC WY W     -   264,868.529   785,703.456   MT  0.99994001   -0 06 55.5
 MR0759;UTM  12      - 4,648,321.001   561,643.065   MT  0.99964676   +0 29 52.1
 MR0759
 MR0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0759!SPC WY W     -   0.99967600  x   0.99994001  =   0.99961603
 MR0759!UTM  12      -   0.99967600  x   0.99964676  =   0.99932288
 MR0759
 MR0759:                Primary Azimuth Mark                     Grid Az
 MR0759:SPC WY W     -  GRAHAM                                   186 54 46.1
 MR0759:UTM  12      -  GRAHAM                                   186 17 58.5
 MR0759
 MR0759|---------------------------------------------------------------------|
 MR0759| PID    Reference Object                     Distance      Geod. Az  |
 MR0759|                                                           dddmmss.s |
 MR0759| MR0760 GRAHAM                              APPROX. 3.5 KM 1864750.6 |
 MR0759|---------------------------------------------------------------------|
 MR0759
 MR0759                          SUPERSEDED SURVEY CONTROL
 MR0759
 MR0759  NAD 83(1986)-  41 59 04.12314(N)    110 15 21.09408(W) AD(       ) 3
 MR0759  NAD 27      -  41 59 04.33384(N)    110 15 18.50376(W) AD(       ) 3
 MR0759  NGVD 29 (07/19/86) 2079.1    (m)         6821.     (f) VERT ANG       
 MR0759
 MR0759.Superseded values are not recommended for survey control.
 MR0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0759.See file dsdata.txt to determine how the superseded data were derived.
 MR0759
 MR0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6164348321(NAD 83)
 MR0759_MARKER: DD = SURVEY DISK
 MR0759_SETTING: 80 = SET IN A BOULDER
 MR0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0759+STABILITY: SURFACE MOTION
 MR0759
 MR0759  HISTORY     - Date     Condition        Report By
 MR0759  HISTORY     - 1944     MONUMENTED       USGS
 MR0759
 MR0759                          STATION DESCRIPTION
 MR0759
 MR0759'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 MR0759'LOCATED ABOUT 2.0 MI. N. OF BILL GRAHAM RANCH ON SLATE CREEK.  ON NW.
 MR0759'CORNER OF SMALL FLAT TOPPED HILL, 30 FT. FROM EDGE.
 MR0759'
 MR0759'TO REACH STATION FROM KEMMERER, DRIVE N. ON U.S. HIGHWAY 189 FOR 23.0
 MR0759'MI. TAKE SECOND CLASS RD. N. 1.0 MI. TO GRAHAM RANCH, CONTINUE N. 2.0
 MR0759'MI. FARTHER.  STATION IS ON SMALL HILL 2,000 FT. E. OF RD.  DIM RD.
 MR0759'LEADS TO FOOT OF HILL.
 MR0759'
 MR0759'STATION MARK - STANDARD TABLET STAMPED ---MESA 1944--- CEMENTED IN
 MR0759'SANDSTONE BOULDER FLUSH WITH GROUND SURFACE AND MIDWAY BETWEEN TWO
 MR0759'SMALL MOUNDS OF EARTH.
 MR0759'
 MR0759'REFERENCE MARK NO.1 - CROSS CUT ON STONE, 24.86 FT. FROM STATION MARK,
 MR0759'S 64 DEG 33 MIN W.
 MR0759'
 MR0759'REFERENCE MARK NO.2 - CROSS CUT ON STONE, 32.28 FT. FROM STATION MARK,
 MR0759'N 59 DEG 28 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0354 ***********************************************************************
 NR0354  DESIGNATION -  MESA
 NR0354  PID         -  NR0354
 NR0354  STATE/COUNTY-  WY/NATRONA
 NR0354  USGS QUAD   -  THE REEFS (1984)
 NR0354
 NR0354                         *CURRENT SURVEY CONTROL
 NR0354  ___________________________________________________________________
 NR0354* NAD 83(1993)-  42 55 11.52015(N)    106 16 33.28417(W)     ADJUSTED  
 NR0354* NAVD 88     -      1667.9    (meters)    5472.     (feet)  VERTCON   
 NR0354  ___________________________________________________________________
 NR0354  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 NR0354  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 NR0354
 NR0354  HORZ ORDER  -  FIRST
 NR0354
 NR0354.The horizontal coordinates were established by classical geodetic methods
 NR0354.and adjusted by the National Geodetic Survey in January 1997..
 NR0354
 NR0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0354
 NR0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0354
 NR0354.The geoid height was determined by GEOID03.
 NR0354
 NR0354;                    North         East     Units Scale Factor Converg.
 NR0354;SPC WYEC     -   369,294.689   486,330.070   MT  1.00002916   +0 43 12.4
 NR0354;UTM  13      - 4,752,705.827   395,866.809   MT  0.99973340   -0 52 08.2
 NR0354
 NR0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0354!SPC WYEC     -   0.99974060  x   1.00002916  =   0.99976975
 NR0354!UTM  13      -   0.99974060  x   0.99973340  =   0.99947407
 NR0354
 NR0354|---------------------------------------------------------------------|
 NR0354| PID    Reference Object                     Distance      Geod. Az  |
 NR0354|                                                           dddmmss.s |
 NR0354| CP6221 MESA RM 1                            28.925 METERS 10041     |
 NR0354| CP6222 MESA RM 2                            23.987 METERS 19800     |
 NR0354| NR0355 CASPER HIGH SCHOOL STACK            APPROX. 9.7 KM 2070518.4 |
 NR0354| NR0358 CASPER C B AND Q RR CO STACK        APPROX. 8.1 KM 2085920.7 |
 NR0354| NR0360 CASPER MTN ST PWR LT CO STK         APPROX. 8.3 KM 2092922.3 |
 NR0354| CP6220 MESA AZ MK                                         2962356.0 |
 NR0354|---------------------------------------------------------------------|
 NR0354
 NR0354                          SUPERSEDED SURVEY CONTROL
 NR0354
 NR0354  NAD 83(1986)-  42 55 11.50621(N)    106 16 33.26275(W) AD(       ) 1
 NR0354  NAD 27      -  42 55 11.63000(N)    106 16 31.17500(W) AD(       ) 1
 NR0354  NGVD 29 (09/08/93) 1667.0    (m)         5469.     (f) VERT ANG       
 NR0354
 NR0354.Superseded values are not recommended for survey control.
 NR0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0354.See file dsdata.txt to determine how the superseded data were derived.
 NR0354
 NR0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9586752706(NAD 83)
 NR0354_MARKER: DD = SURVEY DISK
 NR0354_SETTING: 0 = UNSPECIFIED SETTING
 NR0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0354
 NR0354  HISTORY     - Date     Condition        Report By
 NR0354  HISTORY     - 1903     MONUMENTED       USGS
 NR0354  HISTORY     - 1934     GOOD             USGS
 NR0354  HISTORY     - 1942     GOOD             CGS
 NR0354  HISTORY     - 1948     GOOD             CGS
 NR0354  HISTORY     - 1952     GOOD             CGS
 NR0354  HISTORY     - 1968     GOOD             USGS
 NR0354
 NR0354                          STATION DESCRIPTION
 NR0354
 NR0354'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 NR0354'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 NR0354'0.3 FT., STAMPED---MESA---.
 NR0354
 NR0354                          STATION RECOVERY (1934)
 NR0354
 NR0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (WRP)
 NR0354'ABOUT 4-1/2 MILES NORTH-NORTHEAST OF CASPER, 3 MILES EAST OF
 NR0354'BUFFALO-CASPER ROAD (U.S. HIGHWAY 87E), IN T. 34 N., R. 79 W.,
 NR0354'ON LONG, LOW, FLAT MESA EXTENDING EAST AND WEST (HIGHEST
 NR0354'GROUND IN VICINITY).  TO REACH FROM CORNER OF YELLOWSTONE AND
 NR0354'CENTER STREETS IN CASPER, FOLLOW U.S. HIGHWAYS 87E AND 20 WEST
 NR0354'1.8 MILES TO JUNCTION (JUST BEYOND BRIDGE OVER NORTH PLATTE
 NR0354'RIVER), FOLLOW RIGHT FORK (U.S. HIGHWAY 87E) NORTH 5.05 MILES
 NR0354'TO CASPER AIRPORT HANGAR ON WEST SIDE OF ROAD, CONTINUE NORTH
 NR0354'0.6 MILE TO POINT WHERE COLE CREEK ROAD INTERSECTS HIGHWAY,
 NR0354'TURN RIGHT (EAST) ONTO UNIMPROVED DIRT ROAD AND GO 2.05 MILES,
 NR0354'FOLLOW RIGHT FORK (STRAIGHT AHEAD) 0.7 MILE, TURN RIGHT (SOUTH)
 NR0354'AND GO 0.15 MILE TO TOP OF MESA, TURN LEFT AND FOLLOW TOP
 NR0354'OF MESA 0.05 MILE TO STATION SITE.  MARKED BY OLD U.S.
 NR0354'GEOLOGICAL SURVEY BENCH MARK SET IN CONCRETE.  THE DISK HAS NO
 NR0354'IDENTIFYING MARKS ON ITS SURFACE.  REFERENCE AND AZIMUTH
 NR0354'MARKS ARE STANDARD DISKS IN CONCRETE STAMPED
 NR0354'MESA-1934.  NO. 1 IS 28.94 METERS (94.9 FEET) FROM STATION.
 NR0354'NO. 2 IS 24.032 METERS (78.84 FEET)
 NR0354'(SLOPE) FROM STATION.  DISTANCE
 NR0354'BETWEEN REFERENCE MARKS IS 130.9 FEET.  AZIMUTH MARK IS ON
 NR0354'EXTREME END OF MESA, AND APPROXIMATELY 0.15 MILE FROM STATION.
 NR0354'FOLLOWING BEARINGS ARE
 NR0354'FROM STATION--CASPER, HIGH SCHOOL, STACK, S 27 DEG 05 MIN W.
 NR0354'CASPER, WATER TANK, FINIAL, S 44 DEG 13 MIN W.  CASPER,
 NR0354'BROADCASTING STATION, TOP OF MAST, S 13 DEG 48 MIN W.
 NR0354'CASPER, CHICAGO, BURLINGTON AND QUINCY RAILROAD CO., STACK,
 NR0354'S 28 DEG 59 MIN W.  CASPER, MOUNTAIN STATES LIGHT AND POWER
 NR0354'CO., STACK, S 29 DEG 29 MIN W.  OIL REFINERY EAST OF CASPER,
 NR0354'STACK, S 11 DEG 31 MIN E.  AND CASPER, FIRE PRACTICE TOWER,
 NR0354'RED FINIAL, S 18 DEG 24 MIN W.
 NR0354
 NR0354                          STATION RECOVERY (1942)
 NR0354
 NR0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 NR0354'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 NR0354'
 NR0354'DESCRIPTION ADEQUATE.  STATION AND REFERENCE MARKS RECOVERED IN GOOD
 NR0354'CONDITION.
 NR0354
 NR0354                          STATION RECOVERY (1948)
 NR0354
 NR0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0354'STATION AND ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED,
 NR0354'WITH THE EXCEPTION OF STATION MARK, WHICH IS STAMPED AS
 NR0354'SHOWN BELOW.  REFERENCE MARK NO. 2 WAS MEASURED HORIZONTALLY
 NR0354'INSTEAD OF SLOPING, THEREFORE NO COMPARISON OF MEASUREMENT COULD
 NR0354'BE MADE.  A NEW AND CORRECT DESCRIPTION IS GIVEN BELOW.
 NR0354'
 NR0354'STATION IS LOCATED IN T. 34 N., R. 79 W., ON HIGHEST POINT
 NR0354'OF LONG, LOW, FLAT MESA EXTENDING IN EAST AND WEST DIRECTION,
 NR0354'ABOUT 4-1/2 MILES AIRLINE NORTH NORTHEAST OF CASPER, 3 MILES
 NR0354'EAST OF U.S. HIGHWAY 87, 3 PACES SOUTHEAST OF A WHITE WITNESS
 NR0354'POST.  STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 NR0354'AN 8 INCH SQUARE CONCRETE POST, PROJECTS 6 INCHES, AND STAMPED,
 NR0354'MESA.
 NR0354'
 NR0354'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 NR0354'PROJECTS 6 INCHES AND STAMPED,
 NR0354'MESA NO 1 1934.
 NR0354'
 NR0354'REFERENCE MARK NO. 2 IS ON SOUTH SLOPE OF MESA, ABOUT 3 FEET LOWER
 NR0354'THAN STATION, PROJECTS 4 INCHES AND
 NR0354'STAMPED, MESA NO 2 1934.
 NR0354'
 NR0354'AZIMUTH MARK IS LOCATED ON EXTREME WEST END OF MESA, 2 FEET
 NR0354'SOUTHEAST OF WHITE WITNESS POST, PROJECTS 6 INCHES.
 NR0354'MARK IS A REFERENCE MARK STAMPED, MESA 1934
 NR0354'AZIMUTH.
 NR0354'
 NR0354'TO REACH FROM CORNER OF YELLOWSTONE AND CENTER STREETS IN
 NR0354'CASPER, FOLLOW U.S. HIGHWAY 87 AND 20 WEST FOR 1.8 MILE TO
 NR0354'JUNCTION, JUST BEYOND BRIDGE OVER NORTH PLATTE RIVER.  TAKE
 NR0354'HIGHWAY ON RIGHT, U.S. HIGHWAY 87, AND GO 5.35 MILES TO FORK.
 NR0354'TAKE RIGHT FORK, PAVED ROAD, AND GO 0.6 MILE TO GRADED ROAD
 NR0354'ON RIGHT.  TURN RIGHT AND GO 2.75 MILES.  TURN RIGHT, LEAVING
 NR0354'ROAD, AND GO UP HILL FOR 0.15 MILE TO TOP AND AZIMUTH MARK
 NR0354'AS DESCRIBED ABOVE.  TURN EAST AND FOLLOW ALONG TOP OF MESA
 NR0354'FOR 0.15 MILE TO STATION AS DESCRIBED ABOVE.  A DRIVE
 NR0354'STATION.
 NR0354'
 NR0354'OBSERVATIONS MADE FROM A 1.1 METER TRIPOD.
 NR0354
 NR0354                          STATION RECOVERY (1952)
 NR0354
 NR0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GG)
 NR0354'DESCRIPTION ADEQUATE.  SATATION AND REFERENCE MARKS RECOVERED IN
 NR0354'GOOD CONDITION.
 NR0354
 NR0354                          STATION RECOVERY (1968)
 NR0354
 NR0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NR0354'RECOVERED AND REDESCRIBED AS FOLLOWS
 NR0354'
 NR0354'TO REACH STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND
 NR0354'CENTER STREET IN CASPER, GO N. ON HIGHWAY 25 3.2 MI. TO THE WARDWELL
 NR0354'ROAD EXIT, EXIT HERE AND THEN DRIVE N. ON FRONTAGE ROAD (WHICH IS
 NR0354'W. OF THE HIGHWAY) 2.9 MI. TO WHERE FRONTAGE ROAD PASSES UNDER
 NR0354'HIGHWAY, CONTINUE N. 0.05 MI. TO A T-RD. E., TURN RIGHT ON DIRT
 NR0354'ROAD AND GO 0.2 MI. TO JUNCTION WITH OLD HIGHWAY CROSSING, TURN
 NR0354'RIGHT (S.) AND GO 1.0 MI. ON OLD HIGHWAY TO NGS STATION ---BM
 NR0354'Q-32--- LEFT OF THE ROAD, CONTINUE STRAIGHT AHEAD 0.25 MI. TO A
 NR0354'T-RD. E., TURN LEFT ON DIRT RD. AND TRAVEL E. ON MAIN ROAD 2.8 MI.,
 NR0354'TURN RIGHT (S.) AND GO 0.05 MI. TO THE NW. END OF FLAT RIDGE AND
 NR0354'AZIMUTH MARK, DRIVE SE. ALONG RIDGE ABOUT 0.2 MI. TO HIGH POINT AND
 NR0354'STATION.
 NR0354'
 NR0354'STATION MARK--STANDARD USGS TABLET, SET IN CONCRETE POST, PROJECTING
 NR0354'0.3 FT., STAMPED ---MESA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0290 ***********************************************************************
 OW0290  DESIGNATION -  MESA
 OW0290  PID         -  OW0290
 OW0290  STATE/COUNTY-  WY/FREMONT
 OW0290  USGS QUAD   -  ARGO BUTTE (1978)
 OW0290
 OW0290                         *CURRENT SURVEY CONTROL
 OW0290  ___________________________________________________________________
 OW0290* NAD 83(1993)-  43 10 03.62495(N)    108 55 24.47932(W)     ADJUSTED  
 OW0290* NAVD 88     -      1882.2    (meters)    6175.     (feet)  VERTCON   
 OW0290  ___________________________________________________________________
 OW0290  LAPLACE CORR-         -16.38  (seconds)                    DEFLEC99
 OW0290  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 OW0290
 OW0290  HORZ ORDER  -  SECOND
 OW0290
 OW0290.The horizontal coordinates were established by classical geodetic methods
 OW0290.and adjusted by the National Geodetic Survey in January 1997..
 OW0290
 OW0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0290
 OW0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0290
 OW0290.The geoid height was determined by GEOID03.
 OW0290
 OW0290;                    North         East     Units Scale Factor Converg.
 OW0290;SPC WYWC     -   296,294.814   585,894.778   MT  0.99993995   -0 07 07.2
 OW0290;UTM  12      - 4,781,528.039   668,796.290   MT  0.99995051   +1 25 15.5
 OW0290
 OW0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0290!SPC WYWC     -   0.99970671  x   0.99993995  =   0.99964668
 OW0290!UTM  12      -   0.99970671  x   0.99995051  =   0.99965723
 OW0290
 OW0290|---------------------------------------------------------------------|
 OW0290| PID    Reference Object                     Distance      Geod. Az  |
 OW0290|                                                           dddmmss.s |
 OW0290| CP6218 MESA RM 1                             7.865 METERS 20503     |
 OW0290| CP6219 MESA RM 2                            10.788 METERS 30327     |
 OW0290| CP6217 MESA AZ MK                                         3185942.2 |
 OW0290|---------------------------------------------------------------------|
 OW0290
 OW0290                          SUPERSEDED SURVEY CONTROL
 OW0290
 OW0290  NAD 83(1986)-  43 10 03.61333(N)    108 55 24.47897(W) AD(       ) 2
 OW0290  NAD 27      -  43 10 03.76400(N)    108 55 22.03100(W) AD(       ) 2
 OW0290  NGVD 29 (11/06/89) 1881.2    (m)         6172.     (f) VERT ANG       
 OW0290
 OW0290.Superseded values are not recommended for survey control.
 OW0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0290.See file dsdata.txt to determine how the superseded data were derived.
 OW0290
 OW0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6879681528(NAD 83)
 OW0290_MARKER: DS = TRIANGULATION STATION DISK
 OW0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0290
 OW0290  HISTORY     - Date     Condition        Report By
 OW0290  HISTORY     - 1936     MONUMENTED       CGS
 OW0290  HISTORY     - 1944     GOOD             LOCENG
 OW0290
 OW0290                          STATION DESCRIPTION
 OW0290
 OW0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0290'IN ABOUT THE SAME LOCATION AS STATION SAGE (U.S.G.S.), 11 MILES
 OW0290'NORTH OF FORT WASHAKIE, ABOUT 4 MILES SOUTH-SOUTHEAST OF
 OW0290'DIVERSION DAM, ON NORTHEAST CORNER OF LARGE FLAT MESA WHICH
 OW0290'IS CROSSED BY STATE HIGHWAY 287, ABOUT 1 MILE EAST OF HIGHWAY
 OW0290'AND ON EXTENSION OF MESA WHICH RESEMBLES RAILROAD FILL.  GROUND
 OW0290'SLOPES OFF ABRUPTLY TO NORTH, EAST, AND SOUTH, AND STATION IS
 OW0290'ABOUT 20 FEET FROM EDGE OF MESA IN EACH OF THESE DIRECTIONS.
 OW0290'TO REACH FROM FORT WASHAKIE, GO NORTH FROM CONOCO GASOLINE
 OW0290'STATION 13.5 MILES TO UNIMPROVED ROAD TO RIGHT ABOUT 0.3 MILE
 OW0290'NORTH OF NORTHWEST FENCE CORNER.  TURN RIGHT ON THIS TRACK
 OW0290'ROAD AND FOLLOW IT SOUTHEAST ACROSS MESA 0.7 MILE TO WIRE
 OW0290'GATE IN FENCE.  PASS THROUGH GATE AND GO SOUTHEAST ABOUT 1/2
 OW0290'MILE TO POINT WHERE ROAD STARTS DOWN OFF MESA.  TURN RIGHT
 OW0290'OFF ROAD AND GO 0.2 MILE SOUTH ACROSS COUNTRY UP STEEP
 OW0290'SLOPE TO HIGHER MESA.  TURN LEFT AND GO EAST ABOUT 100
 OW0290'YARDS TO NORTHEAST CORNER OF MESA AND STATION.  SURFACE AND
 OW0290'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 OW0290'REFERENCE AND AZIMUTH MARKS ARE STANDRD DISKS
 OW0290'CONCRETE.  NO. 1 IS 7.865 METERS (25.80 FEET) SOUTH OF
 OW0290'STATION S 25 DEG 03 MIN W.  AND NO. 2, 10.788 METERS
 OW0290'(35.39 FEET) NORTHWEST N 56 DEG 33 MIN W.  AZIMUTH
 OW0290'MARK IS ON LINE FROM STATION TO CROWHEART BUTTE, ABOUT 3 FEET
 OW0290'SOUTH OF EAST-WEST FENCE LINE, 18 FEET EAST OF CENTER OF
 OW0290'WIRE GATE, 13 FEET NORTHEAST OF CENTER LINE OF TRACK ROAD
 OW0290'THAT LEADS FROM HIGHWAY TO STATION, AND APPROXIMATELY 1-1/4 MILES
 OW0290'NORTHWEST FROM STATION N 41 DEG 00 MIN W.
 OW0290
 OW0290                          STATION RECOVERY (1944)
 OW0290
 OW0290'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (COS)
 OW0290'STATION RECOVERED BY THE CARTER OIL CO.
 OW0290'
 OW0290'DESCRIPTION IS SATISFACTORY.  MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0310 ***********************************************************************
 NS0310  DESIGNATION -  MESA ET
 NS0310  PID         -  NS0310
 NS0310  STATE/COUNTY-  WY/SUBLETTE
 NS0310  USGS QUAD   -  MOUNT AIRY (1980)
 NS0310
 NS0310                         *CURRENT SURVEY CONTROL
 NS0310  ___________________________________________________________________
 NS0310* NAD 83(1993)-  42 48 03.77854(N)    109 55 19.37924(W)     ADJUSTED  
 NS0310* NAVD 88     -      2359.1    (meters)    7740.     (feet)  VERTCON   
 NS0310  ___________________________________________________________________
 NS0310  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 NS0310  GEOID HEIGHT-         -11.89  (meters)                     GEOID03
 NS0310
 NS0310  HORZ ORDER  -  THIRD
 NS0310
 NS0310.The horizontal coordinates were established by classical geodetic methods
 NS0310.and adjusted by the National Geodetic Survey in January 1997..
 NS0310
 NS0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0310
 NS0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0310
 NS0310.The geoid height was determined by GEOID03.
 NS0310
 NS0310;                    North         East     Units Scale Factor Converg.
 NS0310;SPC WY W     -   355,566.217   813,192.744   MT  0.99993964   +0 06 34.5
 NS0310;UTM  12      - 4,739,285.498   588,145.296   MT  0.99969558   +0 43 56.9
 NS0310
 NS0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0310!SPC WY W     -   0.99963203  x   0.99993964  =   0.99957170
 NS0310!UTM  12      -   0.99963203  x   0.99969558  =   0.99932773
 NS0310
 NS0310:                Primary Azimuth Mark                     Grid Az
 NS0310:SPC WY W     -  DALE                                     024 17 24.3
 NS0310:UTM  12      -  DALE                                     023 40 01.9
 NS0310
 NS0310|---------------------------------------------------------------------|
 NS0310| PID    Reference Object                     Distance      Geod. Az  |
 NS0310|                                                           dddmmss.s |
 NS0310| NS0309 DALE                                APPROX. 2.4 KM 0242358.8 |
 NS0310|---------------------------------------------------------------------|
 NS0310
 NS0310                          SUPERSEDED SURVEY CONTROL
 NS0310
 NS0310  NAD 83(1993)-  42 48 03.76880(N)    109 55 19.37776(W) AD(       ) 3
 NS0310  NAD 83(1986)-  42 48 03.75716(N)    109 55 19.36774(W) AD(       ) 3
 NS0310  NAD 27      -  42 48 03.96106(N)    109 55 16.81465(W) AD(       ) 3
 NS0310  NGVD 29 (07/19/86) 2357.6    (m)         7735.     (f) VERT ANG       
 NS0310
 NS0310.Superseded values are not recommended for survey control.
 NS0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0310.See file dsdata.txt to determine how the superseded data were derived.
 NS0310
 NS0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN8814539285(NAD 83)
 NS0310_MARKER: DD = SURVEY DISK
 NS0310_SETTING: 0 = UNSPECIFIED SETTING
 NS0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0310
 NS0310  HISTORY     - Date     Condition        Report By
 NS0310  HISTORY     - 1964     MONUMENTED       USGS
 NS0310
 NS0310                          STATION DESCRIPTION
 NS0310
 NS0310'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NS0310'STATION LOCATED 6 MI. SW. OF PINEDALE ON THE MOST WESTERLY RIM OF
 NS0310'---THE MESA---, 400 FT. SE. FROM THE POINT OF RIM AND 50 FT. NE. FROM
 NS0310'EDGE, IN LOW SAGE BRUSH.
 NS0310'
 NS0310'TO REACH FROM PINEDALE GO S. FROM JUNCTION OF MAIN AND PINE STREET
 NS0310'ALONG THE MESA RD. 2.0 MI. TURN W. AND SW. AT 3.3 MI. Y-RD. JUNCTION,
 NS0310'TAKE RIGHT FORK AT 5.4 MI. Y-RD. JUNCTION TAKE LEFT FORK ACROSS
 NS0310'CATTLE GUARD AND GO S. TO TOP OF MESA, AT  6.7 MI. CROSS CATTLE
 NS0310'GUARD, TURN RIGHT ON DIM TRACK RD. 0.15 MI. LEAVE RD. AND PICK WAY
 NS0310'SW. THROUGH HEAVY SAGE TO W. RIM OF MESA, FOLLOW RIM SW. 0.7 MI. TO
 NS0310'STATION AS DESCRIBED.
 NS0310'
 NS0310'STATION MARK - STANDARD ALUMINUM TABLET STAMPED ---MESA ET 1964---,
 NS0310'SET IN CONCRETE POST PROJECTING 0.8 FT.
 NS0310'
 NS0310'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1204 ***********************************************************************
 MO1204  DESIGNATION -  MESA MTN
 MO1204  PID         -  MO1204
 MO1204  STATE/COUNTY-  WY/LARAMIE
 MO1204  USGS QUAD   -  ISLAY (1978)
 MO1204
 MO1204                         *CURRENT SURVEY CONTROL
 MO1204  ___________________________________________________________________
 MO1204* NAD 83(1993)-  41 15 51.32321(N)    105 12 46.43298(W)     ADJUSTED  
 MO1204* NAVD 88     -      2321.3    (meters)    7616.     (feet)  VERTCON   
 MO1204  ___________________________________________________________________
 MO1204  LAPLACE CORR-         -17.36  (seconds)                    DEFLEC99
 MO1204  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 MO1204
 MO1204  HORZ ORDER  -  THIRD
 MO1204
 MO1204.The horizontal coordinates were established by classical geodetic methods
 MO1204.and adjusted by the National Geodetic Survey in January 1997..
 MO1204
 MO1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1204
 MO1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1204
 MO1204.The geoid height was determined by GEOID03.
 MO1204
 MO1204;                    North         East     Units Scale Factor Converg.
 MO1204;SPC WY E     -    84,867.653   196,126.133   MT  0.99993768   -0 01 49.8
 MO1204;UTM  13      - 4,568,114.561   482,166.646   MT  0.99960391   -0 08 25.5
 MO1204
 MO1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1204!SPC WY E     -   0.99963811  x   0.99993768  =   0.99957581
 MO1204!UTM  13      -   0.99963811  x   0.99960391  =   0.99924216
 MO1204
 MO1204:                Primary Azimuth Mark                     Grid Az
 MO1204:SPC WY E     -  SAN FRAN NEW YORK AWY BCN 38             211 04 17.9
 MO1204:UTM  13      -  SAN FRAN NEW YORK AWY BCN 38             211 10 53.6
 MO1204
 MO1204|---------------------------------------------------------------------|
 MO1204| PID    Reference Object                     Distance      Geod. Az  |
 MO1204|                                                           dddmmss.s |
 MO1204| MO1218 SAN FRAN NEW YORK AWY BCN 38        APPROX. 4.9 KM 2110228.1 |
 MO1204|---------------------------------------------------------------------|
 MO1204
 MO1204                          SUPERSEDED SURVEY CONTROL
 MO1204
 MO1204  NAD 83(1986)-  41 15 51.30825(N)    105 12 46.43152(W) AD(       ) 3
 MO1204  NAD 27      -  41 15 51.37717(N)    105 12 44.50411(W) AD(       ) 3
 MO1204  NGVD 29 (07/19/86) 2320.2    (m)         7612.     (f) VERT ANG       
 MO1204
 MO1204.Superseded values are not recommended for survey control.
 MO1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1204.See file dsdata.txt to determine how the superseded data were derived.
 MO1204
 MO1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF8216768115(NAD 83)
 MO1204_MARKER: DD = SURVEY DISK
 MO1204_SETTING: 66 = SET IN ROCK OUTCROP
 MO1204_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 MO1204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1204+STABILITY: POSITION/ELEVATION WELL
 MO1204
 MO1204  HISTORY     - Date     Condition        Report By
 MO1204  HISTORY     - 1947     MONUMENTED       USGS
 MO1204
 MO1204                          STATION DESCRIPTION
 MO1204
 MO1204'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1204'LOCATED NEAR THE LINE BETWEEN SECS. 14 AND 15, T 15 N, R 70 W.
 MO1204'
 MO1204'TO REACH FROM LARAMIE POST OFFICE, GO 9.7 MI. E. ON U.S. HIGHWAY 30 TO
 MO1204'A GRADED DIRT RD. E., KNOWN LOCALLY AS HAPPY JACK ROAD, GO E. 2.95
 MO1204'MI. TO A CROSSROAD, CONTINUE ALONG E. SIDE OF STREAM 2.35 MI. TO
 MO1204'CROSSROAD, CONTINUE E. 2.25 MI. TO RD. FORK, TAKE RIGHT FORK 2.45 MI.
 MO1204'TO A FORK, THENCE LEFT 2.45 MI. TO A FORK, THENCE RIGHT 1.8 MI. TO
 MO1204'JUNCTION, LEAVE RD., BEAR LEFT AND GO E. 0.7 MI. TO TOP OF SADDLE,
 MO1204'CONTINUE THRU SADDLE AND GO LEFT UP DRAIN TO TOP, THENCE NNE. TO GATE
 MO1204'IN E-W. FENCE, GO THRU GATE, TURN LEFT ALONG FENCE (W.) APPROXIMATELY
 MO1204'0.8 MI. TO STATION.
 MO1204'
 MO1204'STATION MARK--STANDARD TABLET, DRILLED IN LEDGE ROCK, STAMPED ---MESA
 MO1204'MTN. 1947---.
 MO1204'
 MO1204'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---MESA MTN.
 MO1204'NO. 1---, DRILLED IN LEDGE ROCK, 55.00 FT. FROM STATION,
 MO1204'N 77 DEG 29 MIN E.
 MO1204'
 MO1204'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---MESA MTN.
 MO1204'NO. 2---, DRILLED IN LEDGE ROCK, 33.60 FT. FROM STATION,
 MO1204'N 19 DEG 37 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0619 ***********************************************************************
 MP0619  DESIGNATION -  MESS
 MP0619  PID         -  MP0619
 MP0619  STATE/COUNTY-  WY/CARBON
 MP0619  USGS QUAD   -  SMITH DRAW EAST (1983)
 MP0619
 MP0619                         *CURRENT SURVEY CONTROL
 MP0619  ___________________________________________________________________
 MP0619* NAD 83(1993)-  41 38 42.25502(N)    107 03 34.44692(W)     ADJUSTED  
 MP0619* NAVD 88     -      2256.9    (meters)    7405.     (feet)  VERTCON   
 MP0619  ___________________________________________________________________
 MP0619  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 MP0619  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 MP0619
 MP0619  HORZ ORDER  -  FIRST
 MP0619
 MP0619.The horizontal coordinates were established by classical geodetic methods
 MP0619.and adjusted by the National Geodetic Survey in January 1997..
 MP0619
 MP0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0619
 MP0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0619
 MP0619.The geoid height was determined by GEOID03.
 MP0619
 MP0619;                    North         East     Units Scale Factor Converg.
 MP0619;SPC WYEC     -   227,194.461   422,805.807   MT  0.99994390   +0 10 54.9
 MP0619;UTM  13      - 4,612,419.041   328,482.482   MT  0.99996203   -1 22 08.2
 MP0619
 MP0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0619!SPC WYEC     -   0.99964819  x   0.99994390  =   0.99959211
 MP0619!UTM  13      -   0.99964819  x   0.99996203  =   0.99961023
 MP0619
 MP0619|---------------------------------------------------------------------|
 MP0619| PID    Reference Object                     Distance      Geod. Az  |
 MP0619|                                                           dddmmss.s |
 MP0619| CP6224 MESS RM 1                            12.688 METERS 10730     |
 MP0619| MP0620 MESS RM                              11.895 METERS 17404     |
 MP0619| CP6223 MESS AZ MK                                         2064132.4 |
 MP0619|---------------------------------------------------------------------|
 MP0619
 MP0619                          SUPERSEDED SURVEY CONTROL
 MP0619
 MP0619  NAD 83(1986)-  41 38 42.24472(N)    107 03 34.43868(W) AD(       ) 1
 MP0619  NAD 27      -  41 38 42.38800(N)    107 03 32.27800(W) AD(       ) 1
 MP0619  NGVD 29 (07/19/86) 2255.7    (m)         7401.     (f) VERT ANG       
 MP0619
 MP0619.Superseded values are not recommended for survey control.
 MP0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0619.See file dsdata.txt to determine how the superseded data were derived.
 MP0619
 MP0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2848212419(NAD 83)
 MP0619_MARKER: DS = TRIANGULATION STATION DISK
 MP0619_SETTING: 66 = SET IN ROCK OUTCROP
 MP0619
 MP0619  HISTORY     - Date     Condition        Report By
 MP0619  HISTORY     - 1948     MONUMENTED       CGS
 MP0619  HISTORY     - 1973     GOOD             NGS
 MP0619
 MP0619                          STATION DESCRIPTION
 MP0619
 MP0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0619'THE STATION IS LOCATED ON THE SOUTHWEST END AND THE HIGHEST
 MP0619'POINT OF A RIDGE THAT RUNS NORTHEAST AND SOUTHWEST AND DROPS OFF
 MP0619'SHARPLY TO THE SOUTHWEST, ABOUT 18 MILES AIR LINE NORTHWEST OF
 MP0619'SARATOGA, ABOUT 14 MILES AIR LINE SOUTHEAST OF RAWLINS, AND
 MP0619'ABOUT 10 MILES AIR LINE SOUTH-SOUTHEAST OF SINCLAIR.  THE
 MP0619'STATION MARK IS 14 PACES NORTH OF A LARGE CAIRN ON THE HIGHEST
 MP0619'POINT OF RIDGE, FLUSH WITH THE GROUND AND STAMPED, MESS 1948.
 MP0619'
 MP0619'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MP0619'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, MESS NO 1
 MP0619'1948.
 MP0619'
 MP0619'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY TRIANGULATION
 MP0619'MARK SET IN BEDROCK, FLUSH WITH THE GROUND, 2 FEET EAST OF A
 MP0619'LARGE CAIRN AND IS APPROXIMATELY 3 FEET HIGHER THAN THE STATION
 MP0619'MARK.  THERE IS NO STAMPING ON THIS MARK.
 MP0619'
 MP0619'THE AZIMUTH MARK IS ON THE TOP OF A SMALL ROCKY RIDGE ABOUT 0.1
 MP0619'MILE WEST OF TRACK ROAD, 6 FEET EAST OF CAIRN WITH A WHITE
 MP0619'WITNESS POST IN THE CENTER, PROJECTS 6 INCHES AND STAMPED, MESS
 MP0619'1948.
 MP0619'
 MP0619'TO REACH THE STATION FROM THE BLACK AND WHITE STORE ON U.S.
 MP0619'HIGHWAY 30 IN RAWLINS, GO SOUTH ON WASHINGTON STREET 0.3 MILE
 MP0619'TO CENTER STREET.  TURN LEFT ON CENTER STREET, GO 0.4 MILE
 MP0619'TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD, EAST, FOR 0.3 MILE
 MP0619'TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED
 MP0619'ROAD FOR 1.2 MILE TO A T INTERSECTION AT A GATE.  TURN LEFT,
 MP0619'EAST, FOR 0.6 MILE TO SEVERAL BUILDINGS ON THE RIGHT.  CONTINUE
 MP0619'STRAIGHT AHEAD 0.9 MILE TO A CROSSROAD.  CONTINUE STRAIGHT
 MP0619'AHEAD FOR 1.3 MILE TO A ROAD LEFT.  CONTINUE STRAIGHT AHEAD 0.4
 MP0619'MILE TO FORK JUST AFTER CROSSING A PIPE LINE.  TAKE LEFT FORK
 MP0619'ACROSS A WASH AND GO 1.3 MILE TO A CROSSROAD.  TURN RIGHT, GO
 MP0619'1.5 MILE TO A FORK AT AN OLD GATE.  TURN LEFT, GO 2.2 MILES TO
 MP0619'A ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO A
 MP0619'FORK.  TAKE LEFT FORK AND GO 6.4 MILES TO THE TOP OF A
 MP0619'SMALL RIDGE (THE AZIMUTH MARK IS 0.1 MILE WEST OF THE ROAD
 MP0619'AT THIS POINT).  HERE TURN LEFT AND GO ACROSS COUNTRY,
 MP0619'EASTERLY, FOR ABOUT 0.4 MILE TO THE BOTTOM OF A STEEP HILL
 MP0619'AND THE END OF TRUCK TRAVEL.  HERE PACK TO THE NORTH UP STEEP
 MP0619'SLOPE TO A LARGE CAIRN ON THE HIGHEST POINT AND THE
 MP0619'STATION.  A 10-MINUTE PACK.
 MP0619
 MP0619                          STATION RECOVERY (1973)
 MP0619
 MP0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MP0619'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 MP0619'RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER A GREATER
 MP0619'DISTANCE OF 0.010 METER TO REFERENCE MARK 2 WAS NOTED AND
 MP0619'VERIFIED.  THE DISTANCE TO REFERENCE MARK 1 AND THE DIRECTIONS TO
 MP0619'ALL MARKS COMPARED FAVORABLY WITH THE 1948 DATA.  A NEW
 MP0619'DESCRIPTION FOLLOWS.
 MP0619'
 MP0619'THE STATION IS LOCATED ABOUT 18 MILES NORTHWEST OF SARATOGA, 14
 MP0619'MILES SOUTHEAST OF RAWLINS, 10 MILES SOUTH-SOUTHEAST OF SINCLAIR
 MP0619'AND ON LAND KNOWN AS THE BOLTON RANCH.
 MP0619'
 MP0619'TO REACH THE STATION FROM INTERSTATE HIGHWAY 80 AND FORT STEEL
 MP0619'EXIT ABOUT 14 MILES EAST OF RAWLINS GO SOUTH FOR 0.1 MILE TO A
 MP0619'T-ROAD.  TURN LEFT AND GO EAST THEN SOUTH ON GRAVELED ROAD ALONG
 MP0619'THE WEST SIDE OF THE PLATTE RIVER FOR 1.55 MILES TO A SMALL
 MP0619'BRIDGE.  CONTINUE SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO A SIDE
 MP0619'ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON TRACK ROAD FOR 2.5
 MP0619'MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE SOUTHWEST ON
 MP0619'TRACK ROAD FOR 2.2 MILES TO A FORK.  KEEP RIGHT FORK AND GO
 MP0619'SOUTHWEST ON TRACK ROAD FOR 0.65 MILE TO A FORK.  KEEP LEFT
 MP0619'FORK AND GO SOUTH ON TRACK ROAD FOR 1.8 MILES TO A FORK.  KEEP
 MP0619'RIGHT FORK SOUTHWEST ON TRACK ROAD FOR 1.2 MILES TO A DIM
 MP0619'CROSSROAD.  TURN RIGHT AND GO NORTHWEST ON TRACK ROAD FOR 0.7
 MP0619'MILE TO A CAIRN ON THE LEFT.  TURN RIGHT AND GO NORTHWESTERLY ON
 MP0619'DIM TRACK ROAD FOR 0.1 MILE TO TOP OF RIDGE AND STATION.
 MP0619'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST
 MP0619'ACROSS COUNTRY FOR 0.5 MILE TO A LOW RIDGE AND THE MARK.
 MP0619'
 MP0619'THE STATION MARK IS A STANDARD DISK STAMPED MESS 1948, CEMENTED
 MP0619'IN A DRILL HOLE IN A 3X4 FEET OUTCROPPING BEDROCK THAT IS FLUSH
 MP0619'WITH THE GROUND.
 MP0619'
 MP0619'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MESS NO 1 1948,
 MP0619'CEMENTED IN A DRILL HOLE IN A 2X3 FEET OUTCROPPING BEDROCK THAT
 MP0619'IS FLUSH WITH THE GROUND.
 MP0619'
 MP0619'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK WITH
 MP0619'NO STAMPING, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 MP0619'THAT IS FLUSH WITH THE GROUND.  NOTE DESC.
 MP0619'
 MP0619'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MESS 1948, CEMENTED
 MP0619'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 6 INCHES.
 MP0619'
 MP0619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 MP0619'SOUTH-SOUTHEAST OF SINCLAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0620 ***********************************************************************
 MP0620  DESIGNATION -  MESS RM
 MP0620  PID         -  MP0620
 MP0620  STATE/COUNTY-  WY/CARBON
 MP0620  USGS QUAD   -  SMITH DRAW EAST (1983)
 MP0620
 MP0620                         *CURRENT SURVEY CONTROL
 MP0620  ___________________________________________________________________
 MP0620* NAD 83(1993)-  41 38 41.87152(N)    107 03 34.39384(W)     ADJUSTED  
 MP0620* NAVD 88     -      2257.     (meters)    7405.     (feet)  SCALED    
 MP0620  ___________________________________________________________________
 MP0620  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 MP0620  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 MP0620
 MP0620  HORZ ORDER  -  SECOND
 MP0620
 MP0620.The horizontal coordinates were established by classical geodetic methods
 MP0620.and adjusted by the National Geodetic Survey in January 1997..
 MP0620
 MP0620.The orthometric height was scaled from a topographic map.
 MP0620
 MP0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0620
 MP0620.The geoid height was determined by GEOID03.
 MP0620
 MP0620;                    North         East     Units Scale Factor Converg.
 MP0620;SPC WYEC     -   227,182.634   422,807.073   MT  0.99994390   +0 10 55.0
 MP0620;UTM  13      - 4,612,407.184   328,483.428   MT  0.99996203   -1 22 08.2
 MP0620
 MP0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0620!SPC WYEC     -   0.99964814  x   0.99994390  =   0.99959206
 MP0620!UTM  13      -   0.99964814  x   0.99996203  =   0.99961019
 MP0620
 MP0620                          SUPERSEDED SURVEY CONTROL
 MP0620
 MP0620  NAD 83(1986)-  41 38 41.86123(N)    107 03 34.38560(W) AD(       ) 2
 MP0620  NAD 27      -  41 38 42.00500(N)    107 03 32.22500(W) AD(       ) 2
 MP0620
 MP0620.Superseded values are not recommended for survey control.
 MP0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0620.See file dsdata.txt to determine how the superseded data were derived.
 MP0620
 MP0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2848312407(NAD 83)
 MP0620_MARKER: DD = SURVEY DISK
 MP0620_SETTING: 66 = SET IN ROCK OUTCROP
 MP0620_SP_SET: SET IN BEDROCK
 MP0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0620+STABILITY: POSITION/ELEVATION WELL
 MP0620
 MP0620  HISTORY     - Date     Condition        Report By
 MP0620  HISTORY     - 1948     MONUMENTED       USGS
 MP0620
 MP0620                          STATION DESCRIPTION
 MP0620
 MP0620'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MP0620'$
 MP0620'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY TRIANGULATION
 MP0620'MARK SET IN BEDROCK, FLUSH WITH THE GROUND, 2 FEET EAST OF A
 MP0620'LARGE CAIRN AND IS APPROXIMATELY 3 FEET HIGHER THAN STATION MESS.
 MP0620'THERE IS NO STAMPING ON THIS MARK.
 MP0620'
 MP0620'TO REACH THE STATION FROM THE BLACK AND WHITE STORE ON U.S.
 MP0620'HIGHWAY 30 IN RAWLINS, GO SOUTH ON WASHINGTON STREET 0.3 MILE
 MP0620'TO CENTER STREET.  TURN LEFT ON CENTER STREET, GO 0.4 MILE
 MP0620'TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD, EAST, FOR 0.3 MILE
 MP0620'TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED
 MP0620'ROAD FOR 1.2 MILE TO A T INTERSECTION AT A GATE.  TURN LEFT,
 MP0620'EAST, FOR 0.6 MILE TO SEVERAL BUILDINGS ON THE RIGHT.  CONTINUE
 MP0620'STRAIGHT AHEAD 0.9 MILE TO A CROSSROAD.  CONTINUE STRAIGHT
 MP0620'AHEAD FOR 1.3 MILE TO A ROAD LEFT.  CONTINUE STRAIGHT AHEAD 0.4
 MP0620'MILE TO FORK JUST AFTER CROSSING A PIPE LINE.  TAKE LEFT FORK
 MP0620'ACROSS A WASH AND GO 1.3 MILE TO A CROSSROAD.  TURN RIGHT, GO
 MP0620'1.5 MILE TO A FORK AT AN OLD GATE.  TURN LEFT, GO 2.2 MILES TO
 MP0620'A ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO A
 MP0620'FORK.  TAKE LEFT FORK AND GO 6.4 MILES TO THE TOP OF A
 MP0620'SMALL RIDGE (THE AZIMUTH MARK IS 0.1 MILE WEST OF THE ROAD
 MP0620'AT THIS POINT).  HERE TURN LEFT AND GO ACROSS COUNTRY,
 MP0620'EASTERLY, FOR ABOUT 0.4 MILE TO THE BOTTOM OF A STEEP HILL
 MP0620'AND THE END OF TRUCK TRAVEL.  HERE PACK TO THE NORTH UP STEEP
 MP0620'SLOPE TO A LARGE CAIRN ON THE HIGHEST POINT AND
 MP0620'STATION MESS.  A 10-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0636 ***********************************************************************
 MP0636  DESIGNATION -  METHODIST
 MP0636  PID         -  MP0636
 MP0636  STATE/COUNTY-  WY/CARBON
 MP0636  USGS QUAD   -  SHARP HILL (1984)
 MP0636
 MP0636                         *CURRENT SURVEY CONTROL
 MP0636  ___________________________________________________________________
 MP0636* NAD 83(1993)-  41 21 15.45313(N)    107 03 18.00358(W)     ADJUSTED  
 MP0636* NAVD 88     -      2478.3    (meters)    8131.     (feet)  VERTCON   
 MP0636  ___________________________________________________________________
 MP0636  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 MP0636  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 MP0636
 MP0636  HORZ ORDER  -  SECOND
 MP0636
 MP0636.The horizontal coordinates were established by classical geodetic methods
 MP0636.and adjusted by the National Geodetic Survey in January 1997..
 MP0636
 MP0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0636
 MP0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0636
 MP0636.The geoid height was determined by GEOID03.
 MP0636
 MP0636;                    North         East     Units Scale Factor Converg.
 MP0636;SPC WYEC     -   194,902.772   423,290.255   MT  0.99994417   +0 11 02.0
 MP0636;UTM  13      - 4,580,125.431   328,095.287   MT  0.99996369   -1 21 29.2
 MP0636
 MP0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0636!SPC WYEC     -   0.99961327  x   0.99994417  =   0.99955746
 MP0636!UTM  13      -   0.99961327  x   0.99996369  =   0.99957697
 MP0636
 MP0636:                Primary Azimuth Mark                     Grid Az
 MP0636:SPC WYEC     -  METHODIST AZ MK                          189 01 38.8
 MP0636:UTM  13      -  METHODIST AZ MK                          190 34 10.0
 MP0636
 MP0636|---------------------------------------------------------------------|
 MP0636| PID    Reference Object                     Distance      Geod. Az  |
 MP0636|                                                           dddmmss.s |
 MP0636| CP6225 METHODIST AZ MK                                    1891240.8 |
 MP0636| CP6226 METHODIST RM 1                       27.795 METERS 21957     |
 MP0636| CP6227 METHODIST RM 2                       13.019 METERS 29617     |
 MP0636|---------------------------------------------------------------------|
 MP0636
 MP0636                          SUPERSEDED SURVEY CONTROL
 MP0636
 MP0636  NAD 83(1986)-  41 21 15.44477(N)    107 03 17.99518(W) AD(       ) 2
 MP0636  NAD 27      -  41 21 15.58400(N)    107 03 15.81900(W) AD(       ) 2
 MP0636  NGVD 29 (07/19/86) 2477.1    (m)         8127.     (f) VERT ANG       
 MP0636
 MP0636.Superseded values are not recommended for survey control.
 MP0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0636.See file dsdata.txt to determine how the superseded data were derived.
 MP0636
 MP0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF2809580125(NAD 83)
 MP0636_MARKER: DS = TRIANGULATION STATION DISK
 MP0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0636
 MP0636  HISTORY     - Date     Condition        Report By
 MP0636  HISTORY     - 1937     MONUMENTED       CGS
 MP0636  HISTORY     - 1948     GOOD             CGS
 MP0636  HISTORY     - 1961     GOOD             USGS
 MP0636
 MP0636                          STATION DESCRIPTION
 MP0636
 MP0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0636'ABOUT 17-1/2 MILES NW OF ENCAMPMENT, 14-1/2 MILES WSW OF SARATOGA,
 MP0636'ON THE DIVIDE BETWEEN JACK CREEK AND METHODIST CREEK, ON A
 MP0636'LONG SPUR SLOPING DOWN NORTHEASTERLY FROM THE WOODED RIDGE ALONG
 MP0636'THE N BOUNDARY OF THE MEDICINE BOW NATIONAL FOREST, ABOUT 5
 MP0636'MILES WSW OF THE BARLOW RANCH, ABOUT 3/4 MILE N OF THE N
 MP0636'BOUNDARY OF THE NATIONAL FOREST, OVERLOOKING THE VALLEY OF
 MP0636'METHODIST CREEK, ABOUT 1/2 MILE SSW OF THE NNE END OF THE
 MP0636'BARE SPUR RIDGE, ON A LOW KNOLL WHICH FORMS A SLIGHT
 MP0636'PROMONTORY OF THE SPUR RIDGE, ABOUT 200 YARDS N OF A SHALLOW
 MP0636'SADDLE, ABOUT 30 YARDS E OF THE W EDGE OF THE SUMMIT.
 MP0636'
 MP0636'R.M. NO. 1 IS SW OF THE STATION, FLUSH WITH THE GROUND.  R.M. NO
 MP0636'2 IS W X N OF THE STATION, FLUSH WITH THE GROUND.  THE AZIMUTH
 MP0636'MARK IS APPROXIMATELY 0.25 MILE S OF THE STATION, ALONG THE
 MP0636'BACKBONE OF THE RIDGE, E OF THE HEAD OF A SHALLOW DRAW RUNNING
 MP0636'TO THE NE, IN TOP OF A LARGE, DARK-COLORED, IRREGULAR-SHAPED,
 MP0636'BOULDER PROJECTING ABOUT 2 FEET ABOVE GROUND.
 MP0636'
 MP0636'TO REACH THE STATION FROM DIXON, GO N ON THE ROAD UP COTTONWOOD
 MP0636'CREEK FOR 11.9 MILES AND KEEP RIGHT FORK N AT FENCE CORNER
 MP0636'ON RIGHT, THENCE NORTHERLY ON THE MAINTRAVELED ROAD THROUGH
 MP0636'THE DRY-FARMING SECTION ON BROWNS HILL FOR 12.2 MILES AND
 MP0636'KEEP LEFT FORK AT TULLIS POSTOFFICE ON RIGHT, THENCE NE ON
 MP0636'THE MAIN-TRAVELED ROAD FOR 3.3 MILES AND TURN LEFT N, ON
 MP0636'GRADED ROAD AT T-INTERSECTION, THENCE N ON THE MAIN TRAVELED
 MP0636'ROAD 11.95 MILES AND TURN RIGHT ON TRACK ROAD AT TOP OF HILL,
 MP0636'THENCE 1.1 MILE AND KEEP RIGHT FORK, THENCE 4.1 MILES AND
 MP0636'TAKE LEFT FORK AT CATTLEGUARD, THENCE NE 0.7 MILE AND TAKE
 MP0636'RIGHT FORK, THENCE S 0.5 MILE AND TURN LEFT AT CROSSROADS,
 MP0636'THENCE E 2.2 MILES AND KEEP RIGHT FORK E FOR 0.2 MILE AND
 MP0636'KEEP STRAIGHT AHEAD AT JCT WITH BETTER TRAVELED ROAD,
 MP0636'THENCE EASTERLY 2.3 MILES TO JCT WITH WELL TRAVELED ROAD,
 MP0636'THENCE LEFT, NE AND E ON THE MAIN-TRAVELED ROAD FOR 4.5 MILES
 MP0636'TO METHODIST CREEK RANCH BUILDINGS IN DRAW, THENCE EASTERLY,
 MP0636'PAST HOUSE AND ACROSS CREEK FOR 0.4 MILE AND TAKE RIGHT
 MP0636'FORK AT CATTLEGUARD, THENCE S ALONG FENCE FOR 0.65 MILE AND TAKE
 MP0636'RIGHT FORK S AND SE FOR 0.8 MILE AND TAKE RIGHT FORK 0.7
 MP0636'MILE TO ROAD JCT AT NW FENCE CORNER, TURN LEFT AND GO N
 MP0636'ALONG FENCE FOR 0.1 MILE AND BEAR RIGHT WITH THE ROAD AND
 MP0636'GO SW 0.2 MILE AND TAKE LEFT FORK, THENCE 0.8 MILE AND KEEP
 MP0636'STRAIGHT AHEAD AT DIM CROSSROADS, THENCE 0.45 MILE ON THE
 MP0636'MAIN-TRAVELED ROAD AND KEEP RIGHT FORK SW UP HILL, THENCE
 MP0636'3.15 MILE AND TURN RIGHT ALONG THE N BOUNDARY FENCE OF
 MP0636'THE MEDICINE BOW NATIONAL FOREST, THENCE 0.15 MILE TO
 MP0636'BOTTOM OF SHALLOW DRAW AND TURN RIGHT, NW, ON A DEEPLY
 MP0636'RUTTED TRACK ROAD DOWN THE BARE, SPUR RIDGE, THENCE 1.25
 MP0636'MILE TO POINT WHERE ROADS DROPS OFF EDGE OF SUMMIT, TURN
 MP0636'RIGHT, OFF ROAD AND GO ACROSS COUNTRY ALONG THE BACKBONE OF
 MP0636'THE RIDGE FOR 0.65 MILE TO THE STATION, ON THE HIGHEST LOCAL POINT.
 MP0636'
 MP0636'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MP0636
 MP0636                          STATION RECOVERY (1948)
 MP0636
 MP0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CFO)
 MP0636'STATION VISITED AND ALL MARKS FOUND IN EXCELLENT CONDITION,
 MP0636'AND AS ORIGINALLY DESCRIBED, THE ORIGINAL DESCRIPTION IS
 MP0636'ADEQUATE TO REACH THE STATION.
 MP0636
 MP0636                          STATION RECOVERY (1961)
 MP0636
 MP0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MP0636'RECOVERED.
 MP0636'
 MP0636'STATION MARK--STANDARD USC AND GS BRONZE DISK, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0163 ***********************************************************************
 NS0163  DESIGNATION -  MEYERS
 NS0163  PID         -  NS0163
 NS0163  STATE/COUNTY-  WY/FREMONT
 NS0163  USGS QUAD   -  DISHPAN BUTTE (1978)
 NS0163
 NS0163                         *CURRENT SURVEY CONTROL
 NS0163  ___________________________________________________________________
 NS0163* NAD 83(1993)-  42 38 00.39630(N)    108 08 48.40747(W)     ADJUSTED  
 NS0163* NAVD 88     -      2111.4    (meters)    6927.     (feet)  VERTCON   
 NS0163  ___________________________________________________________________
 NS0163  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 NS0163  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 NS0163
 NS0163  HORZ ORDER  -  THIRD
 NS0163
 NS0163.The horizontal coordinates were established by classical geodetic methods
 NS0163.and adjusted by the National Geodetic Survey in January 1997..
 NS0163
 NS0163.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0163
 NS0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0163
 NS0163.The geoid height was determined by GEOID03.
 NS0163
 NS0163;                    North         East     Units Scale Factor Converg.
 NS0163;SPC WYWC     -   237,112.261   649,475.516   MT  0.99996760   +0 24 30.9
 NS0163;UTM  12      - 4,724,057.673   733,947.058   MT  1.00027342   +1 56 00.2
 NS0163
 NS0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0163!SPC WYWC     -   0.99967097  x   0.99996760  =   0.99963858
 NS0163!UTM  12      -   0.99967097  x   1.00027342  =   0.99994430
 NS0163
 NS0163:                Primary Azimuth Mark                     Grid Az
 NS0163:SPC WYWC     -  DEVILS GAP                               280 18 05.5
 NS0163:UTM  12      -  DEVILS GAP                               278 46 36.2
 NS0163
 NS0163|---------------------------------------------------------------------|
 NS0163| PID    Reference Object                     Distance      Geod. Az  |
 NS0163|                                                           dddmmss.s |
 NS0163| NS0165 DEVILS GAP                          APPROX. 8.2 KM 2804236.4 |
 NS0163|---------------------------------------------------------------------|
 NS0163
 NS0163                          SUPERSEDED SURVEY CONTROL
 NS0163
 NS0163  NAD 83(1986)-  42 38 00.38215(N)    108 08 48.40942(W) AD(       ) 3
 NS0163  NAD 27      -  42 38 00.53028(N)    108 08 46.07282(W) AD(       ) 3
 NS0163  NGVD 29 (07/19/86) 2110.3    (m)         6924.     (f) VERT ANG       
 NS0163
 NS0163.Superseded values are not recommended for survey control.
 NS0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0163.See file dsdata.txt to determine how the superseded data were derived.
 NS0163
 NS0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3394724058(NAD 83)
 NS0163_MARKER: DD = SURVEY DISK
 NS0163_SETTING: 0 = UNSPECIFIED SETTING
 NS0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0163
 NS0163  HISTORY     - Date     Condition        Report By
 NS0163  HISTORY     - 1949     MONUMENTED       USGS
 NS0163
 NS0163                          STATION DESCRIPTION
 NS0163
 NS0163'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 NS0163'STATION IS LOCATED ABOUT 6.0 MI. NE. OF THE BRIDGE OVER THE SWEETWATER
 NS0163'RIVER ON U.S.HIGHWAY 287,9 MI.SE.OF THE TOWN OF SANDRAW, IN THE NW.1/4
 NS0163'OF SEC.25 T.31N., R.95W.
 NS0163'
 NS0163'TO REACH FROM THE BRIDGE OVER THE SWEETWATER RIVER ON U.S.HIGHWAY 287
 NS0163'GO W.ON U.S.HIGHWAY 287 FOR 0.5 MI.TO THE SANDRAW RD. TURN RIGHT N.
 NS0163'3.0 MI.TO JUNCTION OF RD.NE.TURN RIGHT NE. 1.6 MI.TO PIPELINE AND
 NS0163'TELEPHONE LINE.  CONTINUE 0.2 MI. TO CROSS RDS. CONTINUE 1.3 MI. TO
 NS0163'DRAIN CROSSING AND SHARP BEND IN RD.  GO N. 1.7 MI. TO RD. FORK. TAKE
 NS0163'LEFT FORK N. 1.1 MI. TO RD. FORK. TAKE LEFT FORK W. 0.2 MI. TO
 NS0163'RESERVOIR DAM.  CROSS DRAIN BELOW DAM AND GO W. 0.9 MI. TO TRAIL
 NS0163'CROSSING.  STATION LIES 287 FT. N. OF CENTER OF RD.
 NS0163'
 NS0163'STATION MARK - STANDARD TABLET STAMPED ---MEYERS 1949--- SET IN TOP OF
 NS0163'CONCRETE POST, PROJECTING 6 IN. ABOVE THE GROUND.
 NS0163'
 NS0163'REFERENCE MARK NO.1 - A COPPER NAIL AND WASHER SET IN TOP OF A
 NS0163'CONCRETE POST PROJECTING 6 IN. ABOVE GROUND, 27.39 FT. N. OF STATION,
 NS0163'S 16 DEG 23 MIN W.
 NS0163'
 NS0163'REFERENCE MARK NO.2 - A COPPER NAIL SET IN TOP OF A CONCRETE POST
 NS0163'PROJECTING 5 IN. ABOVE GROUND 31.00 FT. FROM STATION,
 NS0163'N 56 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1078 ***********************************************************************
 MO1078  DESIGNATION -  MICRO
 MO1078  PID         -  MO1078
 MO1078  STATE/COUNTY-  WY/LARAMIE
 MO1078  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO1078
 MO1078                         *CURRENT SURVEY CONTROL
 MO1078  ___________________________________________________________________
 MO1078* NAD 83(1993)-  41 12 50.16726(N)    104 51 36.31749(W)     ADJUSTED  
 MO1078* NAVD 88     -      1944.7    (meters)    6380.     (feet)  VERTCON   
 MO1078  ___________________________________________________________________
 MO1078  LAPLACE CORR-         -11.35  (seconds)                    DEFLEC99
 MO1078  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 MO1078
 MO1078  HORZ ORDER  -  FIRST
 MO1078
 MO1078.The horizontal coordinates were established by classical geodetic methods
 MO1078.and adjusted by the National Geodetic Survey in January 1997..
 MO1078
 MO1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1078
 MO1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1078
 MO1078.The geoid height was determined by GEOID03.
 MO1078
 MO1078;                    North         East     Units Scale Factor Converg.
 MO1078;SPC WY E     -    79,323.702   225,708.863   MT  0.99994563   +0 12 07.2
 MO1078;UTM  13      - 4,562,515.793   511,728.670   MT  0.99960169   +0 05 31.9
 MO1078
 MO1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1078!SPC WY E     -   0.99969754  x   0.99994563  =   0.99964318
 MO1078!UTM  13      -   0.99969754  x   0.99960169  =   0.99929935
 MO1078
 MO1078|---------------------------------------------------------------------|
 MO1078| PID    Reference Object                     Distance      Geod. Az  |
 MO1078|                                                           dddmmss.s |
 MO1078| MO1081 P O RM 1                             14.995 METERS 11856     |
 MO1078| MO1084 CHEYENNE NORTH MUNICIPAL TANK       APPROX. 6.8 KM 1265008.4 |
 MO1078| MO1082 CHEYENNE STATE CAPITOL DOME         APPROX. 8.8 KM 1574442.5 |
 MO1078| MO1103 CHEYENNE RAD STA KVWO NEW MST       APPROX.10.4 KM 1704355.3 |
 MO1078| MO1105 CHEYENNE SPEER MICROWAVE TOWER      APPROX.18.6 KM 1881410.0 |
 MO1078| MO1110 WARREN USAF BASE TANK               APPROX. 8.4 KM 1893639.3 |
 MO1078| MO1077 MICRO RM                             44.894 METERS 20134     |
 MO1078| MO1213 RADIO STATION KFBC MAST             APPROX.17.7 KM 2241935.1 |
 MO1078| MO1214 CHEYENNE MOUNTAIN BELL MAST         APPROX.18.8 KM 2274124.8 |
 MO1078| MO1116 CHEYENNE JCT RIN MICROWAVE TWR      APPROX.18.7 KM 3564124.9 |
 MO1078|---------------------------------------------------------------------|
 MO1078
 MO1078                          SUPERSEDED SURVEY CONTROL
 MO1078
 MO1078  NAD 83(1986)-  41 12 50.15174(N)    104 51 36.31524(W) AD(       ) 1
 MO1078  NAD 27      -  41 12 50.22280(N)    104 51 34.42320(W) AD(       ) 1
 MO1078  NGVD 29 (07/19/86) 1943.7    (m)         6377.     (f) VERT ANG       
 MO1078
 MO1078.Superseded values are not recommended for survey control.
 MO1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1078.See file dsdata.txt to determine how the superseded data were derived.
 MO1078
 MO1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1172962516(NAD 83)
 MO1078_MARKER: DS = TRIANGULATION STATION DISK
 MO1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1078_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1078+STABILITY: SURFACE MOTION
 MO1078
 MO1078  HISTORY     - Date     Condition        Report By
 MO1078  HISTORY     - 1960     MONUMENTED       CGS
 MO1078  HISTORY     - 1973     GOOD             NGS
 MO1078
 MO1078                          STATION DESCRIPTION
 MO1078
 MO1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1078'THE STATION IS LOCATED, AIRLINE, ABOUT 5 MILES NORTH-NORTHWEST
 MO1078'OF CHEYENNE, AT THE F.E. WARREN A.F.B. MICRO STATION, IN THE
 MO1078'NW QUARTER OF SEC. 2, TOWNSHIP 14 N, RANGE 67 W.
 MO1078'
 MO1078'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 MO1078'25 AND STATE ROUTE 1100, ABOUT 5 MILES NORTH OF CHEYENNE,
 MO1078'GO WEST ON STATE ROUTE 1100 FOR 1.1 MILES.  TURN LEFT ONTO A
 MO1078'GRAVELED ROAD AND GO SOUTH FOR 0.5 MILE TO THE F.E. WARREN
 MO1078'A.F.B. MICRO STATION AND THE STATION.
 MO1078'
 MO1078'THE STATION IS A STANDARD USC AND GS STATION MARK DISK STAMPED
 MO1078'MICRO 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONMENT
 MO1078'WHICH IS ABOUT FLUSH WITH THE GROUND.  IT IS 74 FEET NORTHEAST
 MO1078'OF THE SOUTHWEST CORNER OF THE ENCLOSURE FENCE AND 48.5 FEET
 MO1078'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN BUILDING.
 MO1078'
 MO1078'USGS REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK
 MO1078'STAMPED NO 1 SET IN TOP OF A 5-INCH SQUARE CONCRETE MONUMENT
 MO1078'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT THE
 MO1078'SAME ELEVATION AS THE STATION.  IT IS 37 FEET NORTH OF THE
 MO1078'SOUTH SIDE OF THE ENCLOSURE FENCE.
 MO1078'
 MO1078'THE U.S. ARMY ENGINEERS SURVEY DISK IS UNSTAMPED, SET IN TOP
 MO1078'OF A 5-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 5
 MO1078'INCHES ABOVE THE GROUND AND IS ABOUT 10 FEET LOWER THAN THE
 MO1078'STATION.  IT IS 65 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 MO1078'ENCLOSURE FENCE AND 2.5 FEET SOUTHWEST OF A WHITE WITNESS POST.
 MO1078
 MO1078                          STATION RECOVERY (1973)
 MO1078
 MO1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1078'THE STATION MARK, THE U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MO1078'AND THE U.S. CORPS OF ENGINEERS BENCH MARK WERE RECOVERED
 MO1078'AND FOUND TO BE IN GOOD CONDITION.  A GREATER DISTANCE OF
 MO1078'0.031 METER TO THE U.S. ENGINEERS MARK WAS NOTED AND VERIFIED.
 MO1078'THE DISTANCE AND DIRECTION TO THE U.S. GEOLOGICAL REFERENCE MARK
 MO1078'AND THE DIRECTION TO THE USE MARK COMPARED FAVORABLY WITH
 MO1078'THE 1960 OBSERVATIONS.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 MO1078'
 MO1078'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF CHEYENNE,
 MO1078'2 MILES SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 25
 MO1078'AND U.S. HIGHWAY 85 AND AT A WARREN AIR FORCE BASE
 MO1078'COMMUNICATIONS SITE.
 MO1078'
 MO1078'TO REACH THE STATION FROM THE (HORSE CREEK EXIT), EXIT NO. 9
 MO1078'ABOUT 4 MILES NORTH OF CHEYENNE GO WEST ON THE SURFACED ROAD
 MO1078'FOR 0.9 MILE TO A SIDE ROAD LEFT AND A GATE.  TURN LEFT PASS
 MO1078'THROUGH THE GATE AND GO SOUTH AND WEST ON THE GRAVELED ROAD FOR
 MO1078'0.5 MILE TO A SECURITY FENCE AND THE COMMUNICATIONS SITE.  PASS
 MO1078'THROUGH THE GATE AND GO WEST TO THE WEST SIDE OF THE FENCED
 MO1078'AREA AND THE STATION AS DESCRIBED.
 MO1078'
 MO1078'THE STATION MARK IS A STANDARD DISK STAMPED MICRO 1960, SET
 MO1078'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 MO1078'FLUSH WITH THE GROUND SURFACE.  IT IS 58 FEET NORTH OF THE
 MO1078'SECURITY FENCE, 46 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 MO1078'THE BUILDING AND 39 FEET EAST OF THE SECURITY FENCE.
 MO1078'
 MO1078'THE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK STAMPED
 MO1078'NO 1 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT
 MO1078'IS FLUSH WITH THE GROUND SURFACE.  IT IS 88 FEET NORTHEAST
 MO1078'OF THE SECURITY FENCE CORNER, 61 FEET SOUTH-SOUTHEAST OF THE
 MO1078'SOUTHWEST CORNER OF THE BUILDING AND 34 FEET NORTH OF THE
 MO1078'SECURITY FENCE.
 MO1078'
 MO1078'THE MARK IS A U.S. CORPS OF ENGINEERS BENCH MARK DISK THAT
 MO1078'IS UNSTAMPED AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 MO1078'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT
 MO1078'IS 76 FEET SOUTH-SOUTHWEST OF THE SECURITY FENCE CORNER
 MO1078'AND 3 FEET WEST-SOUTHWEST OF A 4 X 4 INCH WOODEN WITNESS POST.
 MO1078'
 MO1078'THE CHEYENNE ST CAPITOL DOME 1912 WAS USED FOR AN AZIMUTH.
 MO1078'
 MO1078'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 MO1078'NORTH-NORTHWEST OF CHEYENNE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1077 ***********************************************************************
 MO1077  DESIGNATION -  MICRO RM
 MO1077  PID         -  MO1077
 MO1077  STATE/COUNTY-  WY/LARAMIE
 MO1077  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO1077
 MO1077                         *CURRENT SURVEY CONTROL
 MO1077  ___________________________________________________________________
 MO1077* NAD 83(1993)-  41 12 48.81392(N)    104 51 37.02596(W)     ADJUSTED  
 MO1077* NAVD 88     -      1943.     (meters)    6375.     (feet)  SCALED    
 MO1077  ___________________________________________________________________
 MO1077  LAPLACE CORR-         -11.35  (seconds)                    DEFLEC99
 MO1077  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 MO1077
 MO1077  HORZ ORDER  -  SECOND
 MO1077
 MO1077.The horizontal coordinates were established by classical geodetic methods
 MO1077.and adjusted by the National Geodetic Survey in January 1997..
 MO1077
 MO1077.The orthometric height was scaled from a topographic map.
 MO1077
 MO1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1077
 MO1077.The geoid height was determined by GEOID03.
 MO1077
 MO1077;                    North         East     Units Scale Factor Converg.
 MO1077;SPC WY E     -    79,281.897   225,692.508   MT  0.99994562   +0 12 06.7
 MO1077;UTM  13      - 4,562,474.033   511,712.240   MT  0.99960169   +0 05 31.4
 MO1077
 MO1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1077!SPC WY E     -   0.99969780  x   0.99994562  =   0.99964344
 MO1077!UTM  13      -   0.99969780  x   0.99960169  =   0.99929961
 MO1077
 MO1077                          SUPERSEDED SURVEY CONTROL
 MO1077
 MO1077  NAD 83(1986)-  41 12 48.79841(N)    104 51 37.02371(W) AD(       ) 2
 MO1077  NAD 27      -  41 12 48.86990(N)    104 51 35.13140(W) AD(       ) 2
 MO1077
 MO1077.Superseded values are not recommended for survey control.
 MO1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1077.See file dsdata.txt to determine how the superseded data were derived.
 MO1077
 MO1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1171262474(NAD 83)
 MO1077_MARKER: DD = SURVEY DISK
 MO1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1077_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1077+STABILITY: SURFACE MOTION
 MO1077
 MO1077  HISTORY     - Date     Condition        Report By
 MO1077  HISTORY     - 1960     MONUMENTED       USE
 MO1077
 MO1077                          STATION DESCRIPTION
 MO1077
 MO1077'DESCRIBED BY US ENGINEERS 1960
 MO1077'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 MO1077'25 AND STATE ROUTE 1100, ABOUT 5 MILES NORTH OF CHEYENNE,
 MO1077'GO WEST ON STATE ROUTE 1100 FOR 1.1 MILES.  TURN LEFT ONTO A
 MO1077'GRAVELED ROAD AND GO SOUTH FOR 0.5 MILE TO THE F.E. WARREN
 MO1077'A.F.B. MICRO STATION AND THE STATION.
 MO1077'
 MO1077'THE U.S. ARMY ENGINEERS SURVEY DISK IS UNSTAMPED, SET IN TOP
 MO1077'OF A 5-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 5
 MO1077'INCHES ABOVE THE GROUND AND IS ABOUT 10 FEET LOWER THAN THE
 MO1077'STATION.  IT IS 65 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 MO1077'ENCLOSURE FENCE AND 2.5 FEET SOUTHWEST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0461 ***********************************************************************
 MQ0461  DESIGNATION -  MICRO STA 5.5 MI NE ROCK SPRGS
 MQ0461  PID         -  MQ0461
 MQ0461  STATE/COUNTY-  WY/SWEETWATER
 MQ0461  USGS QUAD   -  RELIANCE (1978)
 MQ0461
 MQ0461                         *CURRENT SURVEY CONTROL
 MQ0461  ___________________________________________________________________
 MQ0461* NAD 83(1993)-  41 39 23.99306(N)    109 09 34.37546(W)     ADJUSTED  
 MQ0461* NAVD 88     -                                                        
 MQ0461  ___________________________________________________________________
 MQ0461  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 MQ0461  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 MQ0461
 MQ0461  HORZ ORDER  -  THIRD
 MQ0461
 MQ0461.The horizontal coordinates were established by classical geodetic methods
 MQ0461.and adjusted by the National Geodetic Survey in January 1997..
 MQ0461
 MQ0461
 MQ0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0461
 MQ0461.The geoid height was determined by GEOID03.
 MQ0461
 MQ0461;                    North         East     Units Scale Factor Converg.
 MQ0461;SPC WYWC     -   128,526.901   565,888.887   MT  0.99995181   -0 16 20.0
 MQ0461;UTM  12      - 4,613,293.426   653,241.505   MT  0.99988898   +1 13 24.7
 MQ0461
 MQ0461                          SUPERSEDED SURVEY CONTROL
 MQ0461
 MQ0461  NAD 83(1986)-  41 39 23.98605(N)    109 09 34.36934(W) AD(       ) 4
 MQ0461  NAD 27      -  41 39 24.11200(N)    109 09 31.91800(W) AD(       ) 3
 MQ0461
 MQ0461.Superseded values are not recommended for survey control.
 MQ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0461.See file dsdata.txt to determine how the superseded data were derived.
 MQ0461
 MQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM5324213293(NAD 83)
 MQ0461_MARKER: 45 = MICROWAVE TOWER
 MQ0461
 MQ0461  HISTORY     - Date     Condition        Report By
 MQ0461  HISTORY     - 1962     FIRST OBSERVED   CGS
 MQ0461
 MQ0461                          STATION DESCRIPTION
 MQ0461
 MQ0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0461'THE STATION IS THE CENTER OF THE TOP OF A 50 FOOT HIGH STEEL
 MQ0461'TOWER MOUNTING REFLECTOR FANS.
 MQ0461'
 MQ0461'IT IS 4 MILES NORTH OF U.S. HIGHWAY 30 S AND 5-1/2 MILES
 MQ0461'NORTHEAST OF ROCK SPRINGS.
 MQ0461'
 MQ0461'THIS STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0491 ***********************************************************************
 MQ0491  DESIGNATION -  MICROWAV BLDG 7 MI ESE GREEN R
 MQ0491  PID         -  MQ0491
 MQ0491  STATE/COUNTY-  WY/SWEETWATER
 MQ0491  USGS QUAD   -  WILKINS PEAK (1987)
 MQ0491
 MQ0491                         *CURRENT SURVEY CONTROL
 MQ0491  ___________________________________________________________________
 MQ0491* NAD 83(1993)-  41 29 50.98146(N)    109 20 39.11766(W)     ADJUSTED  
 MQ0491* NAVD 88     -      2332.     (meters)    7651.     (feet)  SCALED    
 MQ0491  ___________________________________________________________________
 MQ0491  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 MQ0491  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 MQ0491
 MQ0491  HORZ ORDER  -  THIRD
 MQ0491
 MQ0491.The horizontal coordinates were established by classical geodetic methods
 MQ0491.and adjusted by the National Geodetic Survey in January 1997..
 MQ0491
 MQ0491.The orthometric height was scaled from a topographic map.
 MQ0491
 MQ0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0491
 MQ0491.The geoid height was determined by GEOID03.
 MQ0491
 MQ0491;                    North         East     Units Scale Factor Converg.
 MQ0491;SPC WYWC     -   110,939.217   550,387.710   MT  0.99996778   -0 23 37.4
 MQ0491;UTM  12      - 4,595,309.494   638,205.419   MT  0.99983506   +1 05 50.2
 MQ0491
 MQ0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0491!SPC WYWC     -   0.99963658  x   0.99996778  =   0.99960437
 MQ0491!UTM  12      -   0.99963658  x   0.99983506  =   0.99947170
 MQ0491
 MQ0491                          SUPERSEDED SURVEY CONTROL
 MQ0491
 MQ0491  NAD 83(1986)-  41 29 50.97388(N)    109 20 39.11070(W) AD(       ) 4
 MQ0491  NAD 27      -  41 29 51.18900(N)    109 20 36.58600(W) AD(       ) 3
 MQ0491
 MQ0491.Superseded values are not recommended for survey control.
 MQ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0491.See file dsdata.txt to determine how the superseded data were derived.
 MQ0491
 MQ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3820595309(NAD 83)
 MQ0491
 MQ0491  HISTORY     - Date     Condition        Report By
 MQ0491  HISTORY     - 1962     FIRST OBSERVED   CGS
 MQ0491
 MQ0491                          STATION DESCRIPTION
 MQ0491
 MQ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0491'THE STATION IS ON A HIGH, SHARP PEAK WITH SEVERAL SMALL ANTENNAS
 MQ0491'ON IT.  IT IS ABOUT 9 MILES SOUTHWEST OF ROCK SPRINGS, 7 MILES
 MQ0491'EAST-SOUTHEAST OF GREEN RIVER AND 3 MILES SOUTH OF U.S. HIGHWAY
 MQ0491'30.
 MQ0491'
 MQ0491'THE STATION IS THE DETERMINED CENTER OF THE BUILDING.  THE
 MQ0491'BUILDING IS CONSTRUCTED OF METAL WITH TWO FANS ON TOP, WITH AN
 MQ0491'OVERALL HEIGHT OF 20 FEET.
 MQ0491'
 MQ0491'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WILKINS
 MQ0491'NO 2 USGS THE DISTANCE BEING 48.71 FEET OR 14.848 METERS
 MQ0491'NORTH-NORTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0774 ***********************************************************************
 MR0774  DESIGNATION -  MICROWAVE REL TWR SSW GRANGER
 MR0774  PID         -  MR0774
 MR0774  STATE/COUNTY-  WY/UINTA
 MR0774  USGS QUAD   -  WILDCAT BUTTE (1964)
 MR0774
 MR0774                         *CURRENT SURVEY CONTROL
 MR0774  ___________________________________________________________________
 MR0774* NAD 83(1993)-  41 24 43.50714(N)    110 05 05.98385(W)     ADJUSTED  
 MR0774* NAVD 88     -                                                        
 MR0774  ___________________________________________________________________
 MR0774  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 MR0774  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MR0774
 MR0774  HORZ ORDER  -  THIRD
 MR0774
 MR0774.The horizontal coordinates were established by classical geodetic methods
 MR0774.and adjusted by the National Geodetic Survey in January 1997..
 MR0774
 MR0774
 MR0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0774
 MR0774.The geoid height was determined by GEOID03.
 MR0774
 MR0774;                    North         East     Units Scale Factor Converg.
 MR0774;SPC WY W     -   201,283.538   799,861.035   MT  0.99993750   -0 00 04.0
 MR0774;SPC WYWC     -   102,143.718   488,388.066   MT  1.00009075   -0 52 59.3
 MR0774;UTM  12      - 4,584,908.012   576,472.414   MT  0.99967197   +0 36 19.0
 MR0774
 MR0774                          SUPERSEDED SURVEY CONTROL
 MR0774
 MR0774  NAD 83(1986)-  41 24 43.49811(N)    110 05 05.97381(W) AD(       ) 4
 MR0774  NAD 27      -  41 24 43.66000(N)    110 05 03.44800(W) AD(       ) 3
 MR0774
 MR0774.Superseded values are not recommended for survey control.
 MR0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0774.See file dsdata.txt to determine how the superseded data were derived.
 MR0774
 MR0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7647284908(NAD 83)
 MR0774_MARKER: 45 = MICROWAVE TOWER
 MR0774
 MR0774  HISTORY     - Date     Condition        Report By
 MR0774  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0774
 MR0774                          STATION DESCRIPTION
 MR0774
 MR0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0774'THE STATION IS LOCATED 13 MILES NORTHWEST OF LYMAN, 13-1/2 MILES
 MR0774'SOUTH SOUTHWEST OF GRANGER AND 15 MILES SW OF LITTLE AMERICA.
 MR0774'IT IS A 4 LEGGED STEEL TOWER ABOUT 150 FEET HIGH.  THE STATION
 MR0774'WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0497 ***********************************************************************
 MQ0497  DESIGNATION -  MICROWAVE STA 4 MI S GREEN R
 MQ0497  PID         -  MQ0497
 MQ0497  STATE/COUNTY-  WY/SWEETWATER
 MQ0497  USGS QUAD   -  WHALEN BUTTE (1996)
 MQ0497
 MQ0497                         *CURRENT SURVEY CONTROL
 MQ0497  ___________________________________________________________________
 MQ0497* NAD 83(1993)-  41 28 34.43066(N)    109 28 53.04261(W)     ADJUSTED  
 MQ0497* NAVD 88     -                                                        
 MQ0497  ___________________________________________________________________
 MQ0497  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 MQ0497  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MQ0497
 MQ0497  HORZ ORDER  -  THIRD
 MQ0497
 MQ0497.The horizontal coordinates were established by classical geodetic methods
 MQ0497.and adjusted by the National Geodetic Survey in January 1997..
 MQ0497
 MQ0497
 MQ0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0497
 MQ0497.The geoid height was determined by GEOID03.
 MQ0497
 MQ0497;                    North         East     Units Scale Factor Converg.
 MQ0497;SPC WYWC     -   108,665.487   538,912.128   MT  0.99998341   -0 29 03.9
 MQ0497;UTM  12      - 4,592,738.414   626,794.687   MT  0.99979785   +1 00 21.3
 MQ0497
 MQ0497                          SUPERSEDED SURVEY CONTROL
 MQ0497
 MQ0497  NAD 83(1986)-  41 28 34.42358(N)    109 28 53.03767(W) AD(       ) 4
 MQ0497  NAD 27      -  41 28 34.56200(N)    109 28 50.54200(W) AD(       ) 3
 MQ0497
 MQ0497.Superseded values are not recommended for survey control.
 MQ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0497.See file dsdata.txt to determine how the superseded data were derived.
 MQ0497
 MQ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2679592738(NAD 83)
 MQ0497
 MQ0497  HISTORY     - Date     Condition        Report By
 MQ0497  HISTORY     - 1962     FIRST OBSERVED   CGS
 MQ0497
 MQ0497                          STATION DESCRIPTION
 MQ0497
 MQ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0497'THE STATION IS THE CENTER OF THE TOP OF A 50 FOOT HIGH STEEL
 MQ0497'TOWER MOUNTING REFLECTOR FANS.
 MQ0497'
 MQ0497'IT IS 4 MILES SOUTH OF GREEN RIVER AND ABOUT 200 FEET EAST OF
 MQ0497'STATE HIGHWAY 530.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0817 ***********************************************************************
 MR0817  DESIGNATION -  MICROWAVE TWR 10 MI E EVANSTON
 MR0817  PID         -  MR0817
 MR0817  STATE/COUNTY-  WY/UINTA
 MR0817  USGS QUAD   -  GUILD HOLLOW (1978)
 MR0817
 MR0817                         *CURRENT SURVEY CONTROL
 MR0817  ___________________________________________________________________
 MR0817* NAD 83(1993)-  41 16 57.76912(N)    110 46 54.97502(W)     ADJUSTED  
 MR0817* NAVD 88     -                                                        
 MR0817  ___________________________________________________________________
 MR0817  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 MR0817  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MR0817
 MR0817  HORZ ORDER  -  THIRD
 MR0817
 MR0817.The horizontal coordinates were established by classical geodetic methods
 MR0817.and adjusted by the National Geodetic Survey in January 1997..
 MR0817
 MR0817
 MR0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0817
 MR0817.The geoid height was determined by GEOID03.
 MR0817
 MR0817;                    North         East     Units Scale Factor Converg.
 MR0817;SPC WY W     -   187,151.734   741,478.143   MT  0.99997963   -0 27 39.4
 MR0817;UTM  12      - 4,570,164.658   518,260.809   MT  0.99960410   +0 08 37.9
 MR0817
 MR0817                          SUPERSEDED SURVEY CONTROL
 MR0817
 MR0817  NAD 83(1986)-  41 16 57.75726(N)    110 46 54.96716(W) AD(       ) 4
 MR0817  NAD 27      -  41 16 57.94700(N)    110 46 52.33700(W) AD(       ) 3
 MR0817
 MR0817.Superseded values are not recommended for survey control.
 MR0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0817.See file dsdata.txt to determine how the superseded data were derived.
 MR0817
 MR0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1826170165(NAD 83)
 MR0817_MARKER: 45 = MICROWAVE TOWER
 MR0817
 MR0817  HISTORY     - Date     Condition        Report By
 MR0817  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0817
 MR0817                          STATION DESCRIPTION
 MR0817
 MR0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0817'STATION IS ON A HIGH RIDGE, ABOUT 10 MILES EAST OF EVANSTON,
 MR0817'1/2 MILE SOUTH OF U.S. HIGHWAY 30S AND 2-1/2 MILES SOUTHWEST OF
 MR0817'THE JUNCTION OF U.S. HIGHWAYS 30S AND 189.
 MR0817'
 MR0817'STATION IS THE TOP CENTER OF THE TOWER.  IT IS AN AMERICAN
 MR0817'TELEPHONE AND TELEGRAPH COMPANY TOWER AND IS CONSTRUCTED OF
 MR0817'STRUCTURAL STEEL, PAINTED GRAY AND IS 160 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0317 ***********************************************************************
 PX0317  DESIGNATION -  MIDDLE
 PX0317  PID         -  PX0317
 PX0317  STATE/COUNTY-  WY/BIG HORN
 PX0317  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0317
 PX0317                         *CURRENT SURVEY CONTROL
 PX0317  ___________________________________________________________________
 PX0317* NAD 83(1993)-  44 42 14.94373(N)    108 18 01.71915(W)     ADJUSTED  
 PX0317* NAVD 88     -      1439.7    (meters)    4723.     (feet)  VERTCON   
 PX0317  ___________________________________________________________________
 PX0317  LAPLACE CORR-           6.30  (seconds)                    DEFLEC99
 PX0317  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 PX0317
 PX0317  HORZ ORDER  -  SECOND
 PX0317
 PX0317.The horizontal coordinates were established by classical geodetic methods
 PX0317.and adjusted by the National Geodetic Survey in January 1997..
 PX0317
 PX0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0317
 PX0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0317
 PX0317.The geoid height was determined by GEOID03.
 PX0317
 PX0317;                    North         East     Units Scale Factor Converg.
 PX0317;SPC WYEC     -   567,444.125   323,357.082   MT  1.00000971   -0 40 49.3
 PX0317;UTM  12      - 4,953,631.465   713,856.653   MT  1.00016244   +1 53 58.9
 PX0317
 PX0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0317!SPC WYEC     -   0.99977634  x   1.00000971  =   0.99978605
 PX0317!UTM  12      -   0.99977634  x   1.00016244  =   0.99993874
 PX0317
 PX0317|---------------------------------------------------------------------|
 PX0317| PID    Reference Object                     Distance      Geod. Az  |
 PX0317|                                                           dddmmss.s |
 PX0317| CQ6175 MIDDLE RM 1                          12.485 METERS 14601     |
 PX0317| CQ6176 MIDDLE RM 2                           7.304 METERS 26848     |
 PX0317| PX0269 MIDDLE AZ MK                                       3331146.4 |
 PX0317|---------------------------------------------------------------------|
 PX0317
 PX0317                          SUPERSEDED SURVEY CONTROL
 PX0317
 PX0317  NAD 83(1986)-  44 42 14.93387(N)    108 18 01.70579(W) AD(       ) 2
 PX0317  NAD 27      -  44 42 15.10130(N)    108 17 59.30700(W) AD(       ) 2
 PX0317  NGVD 29 (07/19/86) 1438.8    (m)         4720.     (f) VERT ANG       
 PX0317
 PX0317.Superseded values are not recommended for survey control.
 PX0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0317.See file dsdata.txt to determine how the superseded data were derived.
 PX0317
 PX0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ1385753631(NAD 83)
 PX0317_MARKER: DS = TRIANGULATION STATION DISK
 PX0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0317_STAMPING: MIDDLE 1957
 PX0317_MARK LOGO: CGS   
 PX0317_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0317+STABILITY: SURFACE MOTION
 PX0317
 PX0317  HISTORY     - Date     Condition        Report By
 PX0317  HISTORY     - 1957     MONUMENTED       CGS
 PX0317  HISTORY     - 1973     GOOD             USAF
 PX0317  HISTORY     - 19820718 GOOD             NGS
 PX0317
 PX0317                          STATION DESCRIPTION
 PX0317
 PX0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0317'STATION IS ABOUT 9 MILES SOUTH AND 5 MILES EAST OF LOVELL,
 PX0317'ON HIGHEST POINT OF A LOW RIDGE LYING ABOUT 1/4 MILE EAST OF
 PX0317'U.S. HIGHWAY 310.
 PX0317'
 PX0317'STATION IS REACHED FROM JUNCTION OF U.S. HIGHWAY 310 AND STATE
 PX0317'HIGHWAY 14 AT EAST EDGE OF LOVELL BY GOING SOUTHERLY ON U.S.
 PX0317'HIGHWAY 310 7.6 MILES TO EAST FORK OF SAND DRAW, CONTINUE 3.3
 PX0317'MILES TO SIDE ROAD LEFT, TURN LEFT ON GRADED ROAD 0.3 MILE TO
 PX0317'FORK, TAKE LEFT FORK 0.1 MILE TO TOP OF RIDGE, TURN SHARP
 PX0317'LEFT AND GO NORTHERLY ALONG RIDGE 0.1 MILE TO HIGHEST POINT
 PX0317'AND STATION AT A SMALL PILE OF ROCKS.
 PX0317'
 PX0317'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP
 PX0317'OF 10 INCH SQUARE, CONCRETE POSTS.
 PX0317'
 PX0317'STATION MARKS ARE STAMPED MIDDLE 1957 AND THE SURFACE MARK PROJECTS
 PX0317'4 INCHES.  IT IS 24 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 PX0317'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET NORTH-NORTHEAST
 PX0317'OF THE MARK.  THE UNDERGROUND MARK IS SET AN IRREGULAR MASS OF
 PX0317'CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 PX0317'
 PX0317'REFERENCE MARK 1 IS STAMPED MIDDLE NO 1 1957 AND PROJECTS
 PX0317'5 INCHES.  IT IS 16 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 PX0317'
 PX0317'REFERENCE MARK 2 IS STAMPED MIDDLE NO 2 1957 AND PROJECTS
 PX0317'5 INCHES.  IT IS 46 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 PX0317'
 PX0317'AZIMUTH MARK IS A STANDARD DISK SET IN OUTCROPPING BEDROCK AND IS
 PX0317'STAMPED MIDDLE 1957.  IT IS 81 FEET WEST OF THE CENTER OF U.S.
 PX0317'HIGHWAY 310, 66 FEET NORTH-NORTHWEST OF A POWERLINE POLE AND IS
 PX0317'APPROXIMATELY 10 FEET ABOVE HIGHWAY LEVEL.  A 4 IN X 4 IN WHITE
 PX0317'WITNESS POST WAS SET 5 FEET EAST-NORTHEAST OF THE MARK.  MARK
 PX0317'IS REACHED FROM POINT WHERE HIGHWAY IS LEFT ON WAY TO STATION
 PX0317'BY GOING NORTHERLY ON THE HIGHWAY 0.45 MILE TO THE MARK ON THE
 PX0317'LEFT.
 PX0317
 PX0317                          STATION RECOVERY (1973)
 PX0317
 PX0317'RECOVERY NOTE BY US AIR FORCE 1973
 PX0317'STATION, AZIMUTH MARK, AND BOTH REFERENCE MARKS RECOVERED IN
 PX0317'GOOD CONDITION.
 PX0317'
 PX0317'REVISED ROUTE DESCRIPTION
 PX0317'
 PX0317'STATION IS REACHED FROM JUNCTION U.S. HIGHWAY 310 AND WY
 PX0317'HIGHWAY 14 AT EAST EDGE OF LOVELL, WY BY GOING SOUTH ON U.S.
 PX0317'310 11.0 MILES TO SIDE ROAD AND GATE ON LEFT.  TURN LEFT, ONCE
 PX0317'THROUGH GATE TURN LEFT IMMEDIATELY ONTO GRADED ROAD RUNNING
 PX0317'PARALLEL TO HIGHWAY 310.  CONTINUE NORTHERLY 0.3 MILES TO
 PX0317'REVERSE Y, TURN RIGHT ON TRACK ROAD, SOUTHEASTERLY 0.4 MILES
 PX0317'TO TOP OF RIDGE AND REVERSE Y.  TURN SHARP LEFT, ALONG
 PX0317'RIDGE TOP, SOUTHERLY, 0.1 MILES TO HIGHEST POINT AND STATION.
 PX0317'
 PX0317'TO REACH AZIMUTH MARK--FROM THE GATE ON TRACK ROAD (SEE ROUTE
 PX0317'DESCRIPTION TO STATION MIDDLE, ABOVE), GO NORTHERLY ON U.S.
 PX0317'310 0.95 MILES TO AZIMUTH MARK ON LEFT.  THE AZIMUTH MARK IS
 PX0317'SET IN A NARROW SANDSTONE RIDGE.  THE MARK IS 66 FT NNW OF
 PX0317'TELEPHONE POLE 92, 130 FT WEST OF CENTERLINE OF U.S. 310, AND
 PX0317'30 FT WEST OF A FENCE LINE.  THE WITNESS POST HAS BEEN TORN
 PX0317'DOWN.
 PX0317
 PX0317                          STATION RECOVERY (1982)
 PX0317
 PX0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0317'THE STATION MARK, REFERENCE MARK 1 AND 2, THE AZIMUTH MARK AND BENCH
 PX0317'MARK A 25 1933 WERE RECOVERED IN FAIR CONDITION.  THE 1973 TO REACH IS
 PX0317'STILL GOOD AND IS REPEATED HERE, THE REST OF THE DESCRIPTION IS NEW.
 PX0317'THE ANGLES AGREED WITH THE 1957 DATA, BUT THE DISTANCE TO RM 1 WAS
 PX0317'0.060 M (0.197 FT) SHORTER THEN IN 1957 AND THE DISTANCE TO RM 2 WAS
 PX0317'0.094 M (0.308 FT) SHORTER THEN IN 1957.  A BENCH MARK WAS FOUND ALONG
 PX0317'THE HIGHWAY AND POSITIONED BY MEASURING AND ANGLE AND DISTANCE.
 PX0317'WITNESS POSTS WERE ADDED TO THE BENCH MARK AND THE AZIMUTH MARK.  THE
 PX0317'STATION IS LOCATED ABOUT 29 KM (18.00 MI) NORTHWEST OF GREYBULL, 16 KM
 PX0317'(9.95 MI) SOUTHEAST OF LOVELL, 0.4 KM (0.25 MI) EAST OF US HIGHWAY
 PX0317'310, AND ON THE HIGHEST POINT OF LOW RIDGE.  OWNERSHIP- THE LAND
 PX0317'APPEARS TO BE MANAGED BY THE ELM OFFICE IN CODY, WYOMING BUT OIL AND
 PX0317'CLAY LEASES MAY COVER THE AREA.  TO REACH THE STATION FROM THE
 PX0317'JUNCTION OF US HIGHWAY 310 AND WYOMING HIGHWAY 14 AT THE EAST EDGE OF
 PX0317'LOVELL, WYOMING, GO SOUTH ON US HIGHWAY 310 FOR 16.2 KM (10.05 MI) TO
 PX0317'THE AZIMUTH MARK ON THE RIGHT SIDE OF THE HIGHWAY IN THE ROCKS.
 PX0317'CONTINUE AHEAD FOR 1.5 KM (0.95 MI) TO A SIDE ROAD LEFT. TURN LEFT,
 PX0317'EAST, OVER A CATTLE GUARD AND THROUGH A FENCE AND THEN LEFT,
 PX0317'NORTHERLY, AGAIN ALONG THE FENCE LINE FOR 0.2 KM (0.10 MI) TO THE
 PX0317'BENCH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.2 KM (0.10 MI) TO A
 PX0317'REVERSE -Y-, TURN RIGHT, SOUTHEASTERLY FOR 0.6 KM (0.35 MI) TO THE TOP
 PX0317'OF A RIDGE AND A REVERSE -Y-.  TURN SHARP LEFT, UPHILL ALONG THE TOP
 PX0317'OF RIDGE FOR 0.2 KM (0.10 MI) TO THE HIGHEST POINT AND THE STATION.
 PX0317' 
 PX0317'THE STATION IS A STANDARD CGS DISK STAMPED--MIDDLE 1957--, SET INTO
 PX0317'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE
 PX0317'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE STATION MARK IS ON
 PX0317'THE HIGHEST POINT ON THE NORTHERN END OF THE RIDGE.  IT IS LOCATED 2
 PX0317'FT (0.6 M) S FROM A WOODEN WITNESS POST.
 PX0317' 
 PX0317'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--MIDDLE NO 1
 PX0317'1957--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 PX0317'CM) ON SIDE PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND LOCATED 43 FT
 PX0317'(13.1 M) SE FROM A WOODEN WITNESS POST, 16 FT (4.9 M) SW FROM A DIM
 PX0317'TRACK ROAD TO THE STATION, AND 6 FT (1.8 M) LOWER THAN THE STATION.
 PX0317' 
 PX0317'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--MIDDLE NO 2
 PX0317'1957--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 PX0317'CM) ON SIDE PROJECTING 3 INCHES OR 8 CM ABOVE THE GROUND.  THE
 PX0317'REFERENCE MARK IS ON THE WESTERN SIDE OF THE RIDGE.  IT IS LOCATED 24
 PX0317'FT (7.3 M) WSW FROM A WOODEN WITNESS POST AND 3 FT (0.9 M) LOWER THAN
 PX0317'THE STATION.
 PX0317' 
 PX0317'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--4575.181 A 25
 PX0317'1933--, SET INTO ROCK OUTCROP 60 FT (18.3 M) LARGEST DIMENSION.  THE
 PX0317'BENCH MARK IS SET IN A DRILL HOLE IN SANDSTONE WITH CEMENT.  IT
 PX0317'APPEARS SOUND BUT IS NOW PROJECTING ABOUT 1 CM ABOVE THE SANDSTONE. A
 PX0317'LOW HILL COMES BETWEEN THE BM AND THE STATION MARK, BRUSH MAY HAVE TO
 PX0317'BE CUT FOR A GOOD LINE OF SIGHT.  IT IS LOCATED 230 FT (70.1 M) NE
 PX0317'FROM THE CENTERLINE OF US HIGHWAY 310, 130 FT (39.6 M) NE FROM THE
 PX0317'EASTERN RIGHT OF WAY FENCE, 37 FT (11.3 M) NE FROM THE CENTER OF A
 PX0317'DIRT ROAD, 15 FT (4.6 M) WSW FROM A METAL WITNESS POST WITH SIGN, AND
 PX0317'144 FT (43.9 M) LOWER THAN THE STATION.
 PX0317' 
 PX0317'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--MIDDLE 1957--, SET
 PX0317'INTO A ROCK LEDGE.  THE AZIMUTH MARK IS SET IN A DRILL HOLE IN A ROCK
 PX0317'LEDGE.  SOME OF THE CONCRETE HAS COME OFF AROUND THE DISK BUT IT IS
 PX0317'SOUND.  A LONG LEGGED TRIPOD IS NEEDED TO OBSERVE FROM THE MARK AND
 PX0317'DIFFICULTY IN GETTING AROUND IS ALSO A PROBLEM HERE.  IT IS LOCATED
 PX0317'202 FT (61.6 M) WSW FROM THE CENTERLINE OF US HIGHWAY 310, 52 FT (15.8
 PX0317'M) W FROM A METAL WITNESS POST AND RIGHT OF WAY FENCE, 5 FT (1.5 M)
 PX0317'NNW FROM A WOODEN WITNESS POST SET IN A ROCK PILE.  TO REACH THE
 PX0317'AZIMUTH MARK FROM THE INTERSECTION OF US HIGHWAY 310 AND WYOMING
 PX0317'HIGHWAY 14 AT THE EAST EDGE OF LOVELL, GO SOUTH ON US HIGHWAY 310 FOR
 PX0317'16.2 KM (10.05 MI) TO THE AZIMUTH MARK ON THE RIGHT OVER THE RIGHT OF
 PX0317'WAY FENCE IN THE ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0269 ***********************************************************************
 PX0269  DESIGNATION -  MIDDLE AZ MK
 PX0269  PID         -  PX0269
 PX0269  STATE/COUNTY-  WY/BIG HORN
 PX0269  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0269
 PX0269                         *CURRENT SURVEY CONTROL
 PX0269  ___________________________________________________________________
 PX0269* NAD 83(1986)-  44 42 06.     (N)    108 18 12.     (W)     SCALED    
 PX0269* NAVD 88     -      1366.227  (meters)    4482.36   (feet)  ADJUSTED  
 PX0269  ___________________________________________________________________
 PX0269  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0269  DYNAMIC HT  -        1365.650 (meters)    4480.47  (feet)  COMP
 PX0269  MODELED GRAV-     980,147.9   (mgal)                       NAVD 88
 PX0269
 PX0269  VERT ORDER  -  FIRST     CLASS II
 PX0269
 PX0269.The horizontal coordinates were scaled from a topographic map and have
 PX0269.an estimated accuracy of +/- 6 seconds.
 PX0269
 PX0269.The orthometric height was determined by differential leveling
 PX0269.and adjusted by the National Geodetic Survey in June 1991..
 PX0269
 PX0269.The geoid height was determined by GEOID03.
 PX0269
 PX0269.The dynamic height is computed by dividing the NAVD 88
 PX0269.geopotential number by the normal gravity value computed on the
 PX0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0269.degrees latitude (g = 980.6199 gals.).
 PX0269
 PX0269.The modeled gravity was interpolated from observed gravity values.
 PX0269
 PX0269;                    North         East    Units  Estimated Accuracy
 PX0269;SPC WYEC     -   567,170.      323,130.      MT  (+/- 180 meters Scaled)
 PX0269
 PX0269                          SUPERSEDED SURVEY CONTROL
 PX0269
 PX0269  NGVD 29 (06/08/92) 1365.362  (m)         4479.53   (f) ADJUSTED    1 2
 PX0269
 PX0269.Superseded values are not recommended for survey control.
 PX0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0269.See file dsdata.txt to determine how the superseded data were derived.
 PX0269
 PX0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ136533(NAD 83)
 PX0269_MARKER: DZ = AZIMUTH MARK DISK
 PX0269_SETTING: 66 = SET IN ROCK OUTCROP
 PX0269_SP_SET: ROCK OUTCROP
 PX0269_STAMPING: MIDDLE 1957
 PX0269_MARK LOGO: CGS   
 PX0269_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0269+STABILITY: POSITION/ELEVATION WELL
 PX0269
 PX0269  HISTORY     - Date     Condition        Report By
 PX0269  HISTORY     - 1957     MONUMENTED       CGS
 PX0269  HISTORY     - 1982     GOOD             NGS
 PX0269  HISTORY     - 19820718 GOOD             NGS
 PX0269
 PX0269                          STATION DESCRIPTION
 PX0269
 PX0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0269'16.5 KM (10.25 MI) SE FROM LOVELL.
 PX0269'16.5 KM (10.25 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0269'JUNCTION WITH NEVADA STREET IN LOVELL, IN THE CENTER OF A 3 BY 50 FT
 PX0269'EXPOSED AREA OF OUTCROPPING BEDROCK, 43.3 METERS (142.1 FT) WEST OF
 PX0269'MILEPOST 226, 39.7 METERS (130.2 FT) WEST OF THE CENTERLINE OF THE
 PX0269'HIGHWAY AND 20.2 METERS (66.3 FT) NORTH-NORTHWEST OF UTILITY POLE
 PX0269'NUMBER 92.
 PX0269'THE MARK IS 9.2 METERS  E FROM  A WITNESS POST AND FENCE
 PX0269'THE MARK IS 4.6 M ABOVE THE GROUND.
 PX0269
 PX0269                          STATION RECOVERY (1982)
 PX0269
 PX0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0269'THE AZIMUTH MARK SET IN 1957 WAS POSITIONED AT THIS TIME.  IT WAS
 PX0269'RECOVERED IN FAIR CONDITION.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 PX0269'STAMPED--MIDDLE 1957--, SET INTO A DRILL HOLE IN A ROCK LEDGE. IT IS
 PX0269'DIFFICULT TO OBSERVE FROM THIS STATION AS A LONG LEGGED TRIPOD IS
 PX0269'NEEDED AND MOVING AROUND THE INSTRUMENT IS DIFFICULT.  IT IS 61.6 M
 PX0269'(202.1 FT) WEST SOUTHWEST FROM THE CENTERLINE OF US HIGHWAY 310, 15.8
 PX0269'M (51.8 FT) WEST FROM A METAL WITNESS POST AND RIGHT OF WAY FENCE, AND
 PX0269'1.5 M (4.9 FT) NORTH NORTHWEST FROM A WOODEN POST SET IN A ROCK PILE.
 PX0269'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF US HIGHWAY 310 AND
 PX0269'WYOMING HIGHWAY 14 AT THE EAST EDGE OF LOVELL, GO SOUTH ON HIGHWAY 310
 PX0269'FOR 16.2 KM (10.05 MI) TO THE AZIMUTH MARK ON THE RIGHT OVER THE RIGHT
 PX0269'OF WAY FENCE IN THE ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0452 ***********************************************************************
 OU0452  DESIGNATION -  MIDDLE BUTTE
 OU0452  PID         -  OU0452
 OU0452  STATE/COUNTY-  WY/CAMPBELL
 OU0452  USGS QUAD   -  ROLLING PIN RANCH (1973)
 OU0452
 OU0452                         *CURRENT SURVEY CONTROL
 OU0452  ___________________________________________________________________
 OU0452* NAD 83(1993)-  43 44 19.94120(N)    105 54 20.58986(W)     ADJUSTED  
 OU0452* NAVD 88     -      1835.1    (meters)    6021.     (feet)  VERTCON   
 OU0452  ___________________________________________________________________
 OU0452  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 OU0452  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 OU0452
 OU0452  HORZ ORDER  -  THIRD
 OU0452
 OU0452.The horizontal coordinates were established by classical geodetic methods
 OU0452.and adjusted by the National Geodetic Survey in January 1997..
 OU0452
 OU0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0452
 OU0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0452
 OU0452.The geoid height was determined by GEOID03.
 OU0452
 OU0452;                    North         East     Units Scale Factor Converg.
 OU0452;SPC WY E     -   360,002.804   140,467.680   MT  0.99998108   -0 30 39.5
 OU0452;UTM  13      - 4,843,269.219   427,066.892   MT  0.99966542   -0 37 34.4
 OU0452
 OU0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0452!SPC WY E     -   0.99971459  x   0.99998108  =   0.99969568
 OU0452!UTM  13      -   0.99971459  x   0.99966542  =   0.99938011
 OU0452
 OU0452:                Primary Azimuth Mark                     Grid Az
 OU0452:SPC WY E     -  CAMBLIN                                  109 53 41.8
 OU0452:UTM  13      -  CAMBLIN                                  110 00 36.7
 OU0452
 OU0452|---------------------------------------------------------------------|
 OU0452| PID    Reference Object                     Distance      Geod. Az  |
 OU0452|                                                           dddmmss.s |
 OU0452| OU0446 CAMBLIN                             APPROX. 3.4 KM 1092302.3 |
 OU0452|---------------------------------------------------------------------|
 OU0452
 OU0452                          SUPERSEDED SURVEY CONTROL
 OU0452
 OU0452  NAD 83(1986)-  43 44 19.92205(N)    105 54 20.56466(W) AD(       ) 3
 OU0452  NAD 27      -  43 44 20.01779(N)    105 54 18.53536(W) AD(       ) 3
 OU0452  NGVD 29 (07/19/86) 1834.3    (m)         6018.     (f) VERT ANG       
 OU0452
 OU0452.Superseded values are not recommended for survey control.
 OU0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0452.See file dsdata.txt to determine how the superseded data were derived.
 OU0452
 OU0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ2706743269(NAD 83)
 OU0452_MARKER: DD = SURVEY DISK
 OU0452_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0452_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0452
 OU0452  HISTORY     - Date     Condition        Report By
 OU0452  HISTORY     - 1952     MONUMENTED       USGS
 OU0452
 OU0452                          STATION DESCRIPTION
 OU0452
 OU0452'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0452'THE STATION IS ON THE W. END OF THE SECOND BUTTE FROM THE N. OF A
 OU0452'GROUP OF BUTTES RUNNING NW. AND SE., ABOUT 20 MI. (AIRLINE) E-NE.
 OU0452'OF SUSSEX, AND 10 MI. (AIRLINE) SW. OF SAVAGETON.
 OU0452'
 OU0452'TO REACH STATION FROM LINCH, GO E. ON OIL RD. FOR 7.0 MI. TO STATE
 OU0452'HIGHWAY 387, TURN LEFT (E.) ON HIGHWAY 387 FOR 17.7 MI. TO STATE
 OU0452'SECONDARY 109, THENCE LEFT (N.) ON STATE SECONDARY 109 FOR 9.0 MI.
 OU0452'TO T-RD. W.  TAKE T-RD. W. FOR 2.1 MI. TO T-RD. S.  CONTINUE ON W.
 OU0452'FOR 2.0 MI. TO T-RD. W., TAKE THE T-RD. W. FOR 0.8 MI. TO GATE.
 OU0452'LEAVE RD. AND FOLLOW FENCE LINE N. 0.1 MI. TO GATE, PASS THROUGH
 OU0452'GATE AND FOLLOW TRACK RD. W. FOR ABOUT 0.4 MI. TO FORK, THENCE RIGHT
 OU0452'ON DIM TRACK RD. NW. 0.5 MI. TO END OF RD.  FROM THIS POINT PACK W.
 OU0452'TO TOP OF MESA AND THEN W. ALONG MESA TO W. END AND STATION.  FROM
 OU0452'END OF RD. TO STATION, STATION IS ABOUT A 15 MINUTE PACK.
 OU0452'
 OU0452'STATION MARK--STANDARD TABLET, STAMPED ---M. BUTTE 1952---, BOLTED
 OU0452'TO THE TOP OF A PIPE AND FLUSH WITH THE GROUND.
 OU0452'
 OU0452'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---M. BUTTE
 OU0452'NO. 1---, CEMENTED IN A ROCK OUTCROP, 187.2 FT. FROM STATION MARK,
 OU0452'N 03 DEG 23 MIN E.
 OU0452'
 OU0452'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---M. BUTTE
 OU0452'NO. 2---, CEMENTED IN A ROCK OUTCROP, 121.1 FT. FROM STATION MARK,
 OU0452'S 78 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0523 ***********************************************************************
 MP0523  DESIGNATION -  MIDDLE ET
 MP0523  PID         -  MP0523
 MP0523  STATE/COUNTY-  WY/CARBON
 MP0523  USGS QUAD   -  STROUSS HILL (1992)
 MP0523
 MP0523                         *CURRENT SURVEY CONTROL
 MP0523  ___________________________________________________________________
 MP0523* NAD 83(1993)-  41 23 37.89784(N)    106 04 59.15348(W)     ADJUSTED  
 MP0523* NAVD 88     -      2675.9    (meters)    8779.     (feet)  VERTCON   
 MP0523  ___________________________________________________________________
 MP0523  LAPLACE CORR-         -12.04  (seconds)                    DEFLEC99
 MP0523  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 MP0523
 MP0523  HORZ ORDER  -  THIRD
 MP0523
 MP0523.The horizontal coordinates were established by classical geodetic methods
 MP0523.and adjusted by the National Geodetic Survey in January 1997..
 MP0523
 MP0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0523
 MP0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0523
 MP0523.The geoid height was determined by GEOID03.
 MP0523
 MP0523;                    North         East     Units Scale Factor Converg.
 MP0523;SPC WYEC     -   200,013.935   504,554.632   MT  1.00007199   +0 49 36.4
 MP0523;UTM  13      - 4,583,046.752   409,453.493   MT  0.99970090   -0 42 58.4
 MP0523
 MP0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0523!SPC WYEC     -   0.99958218  x   1.00007199  =   0.99965414
 MP0523!UTM  13      -   0.99958218  x   0.99970090  =   0.99928320
 MP0523
 MP0523:                Primary Azimuth Mark                     Grid Az
 MP0523:SPC WYEC     -  CORNER MTN ET                            195 22 54.7
 MP0523:UTM  13      -  CORNER MTN ET                            196 55 29.5
 MP0523
 MP0523|---------------------------------------------------------------------|
 MP0523| PID    Reference Object                     Distance      Geod. Az  |
 MP0523|                                                           dddmmss.s |
 MP0523| MP0524 CORNER MTN ET                       APPROX. 6.3 KM 1961231.1 |
 MP0523|---------------------------------------------------------------------|
 MP0523
 MP0523                          SUPERSEDED SURVEY CONTROL
 MP0523
 MP0523  NAD 83(1986)-  41 23 37.88569(N)    106 04 59.15221(W) AD(       ) 3
 MP0523  NAD 27      -  41 23 37.98799(N)    106 04 57.12423(W) AD(       ) 3
 MP0523  NGVD 29 (07/19/86) 2674.6    (m)         8775.     (f) VERT ANG       
 MP0523
 MP0523.Superseded values are not recommended for survey control.
 MP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0523.See file dsdata.txt to determine how the superseded data were derived.
 MP0523
 MP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0945383047(NAD 83)
 MP0523_MARKER: DD = SURVEY DISK
 MP0523_SETTING: 66 = SET IN ROCK OUTCROP
 MP0523_SP_SET: SET IN ROCK OUTCROP
 MP0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0523+STABILITY: POSITION/ELEVATION WELL
 MP0523
 MP0523  HISTORY     - Date     Condition        Report By
 MP0523  HISTORY     - 1959     MONUMENTED       USGS
 MP0523
 MP0523                          STATION DESCRIPTION
 MP0523
 MP0523'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0523'LOCATED ABOUT 0.3 MI. (AIRLINE) N. OF THE MIDDLE FORK OF MILL CREEK
 MP0523'AND ABOUT 7.2 MI. (AIRLINE) NE. OF CENTENNIAL, WYOMING, ABOUT 400 FT.
 MP0523'S. OF ALBANY AND CARBON COUNTIES BOUNDARY.  ON THE HIGHEST PART NEAR
 MP0523'THE N. END OF A PROMINENT HILL.
 MP0523'
 MP0523'TO REACH FROM RAILROAD DEPOT AT CENTENNIAL, WYOMING, GO E. ON STATE
 MP0523'ROAD NO. 130 7.6 MI. TO A GRADED RD. LEFT, TURN LEFT (N.) ON GRADED
 MP0523'RD. 1.8 MI. TO A RD. LEFT AND SIGN ---CROONBERG RANCH---, TURN LEFT
 MP0523'1.5 MI. TO COUNTY ROAD 519, GO W. ON COUNTY ROAD 519 1.1 MI. TO
 MP0523'JUNCTIONS OF COUNTY ROADS 519 AND 513, FOLLOW COUNTY ROAD 519
 MP0523'GENERALLY NW. 2.0 MI. TO AN E-W. RD. AND JUNCTION WITH COUNTY ROAD
 MP0523'510, TURN LEFT (W.) 0.7 MI. TO A GATE AND TRACK RD. N., TURN RIGHT
 MP0523'(N.) ON TRACK RD. 1.2 MI. TO A Y-RD., JUST N. OF A CANAL, TAKE LEFT
 MP0523'FORK 1.6 MI. TO A Y-RD., TAKE LEFT FORK 5.0 MI. NW. TO A Y-RD., TAKE
 MP0523'LEFT FORK OVER THE N. FORK OF MILL CREEK 1.5 MI., TURN LEFT UP STEEP
 MP0523'SLOPE 0.5 MI. TO THE N. END OF HILL AND STATION SITE.
 MP0523'
 MP0523'STATION MARK--STANDARD TABLET, STAMPED ---VABM 8775---, CEMENTED IN
 MP0523'SOLID ROCK OUTCROP FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0392 ***********************************************************************
 OV0392  DESIGNATION -  MIDDLEFORK
 OV0392  PID         -  OV0392
 OV0392  STATE/COUNTY-  WY/JOHNSON
 OV0392  USGS QUAD   -  GORDON CREEK (1976)
 OV0392
 OV0392                         *CURRENT SURVEY CONTROL
 OV0392  ___________________________________________________________________
 OV0392* NAD 83(1993)-  43 33 27.66040(N)    107 05 20.01113(W)     ADJUSTED  
 OV0392* NAVD 88     -      2512.1    (meters)    8242.     (feet)  VERTCON   
 OV0392  ___________________________________________________________________
 OV0392  LAPLACE CORR-          -7.36  (seconds)                    DEFLEC99
 OV0392  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 OV0392
 OV0392  HORZ ORDER  -  FIRST
 OV0392
 OV0392.The horizontal coordinates were established by classical geodetic methods
 OV0392.and adjusted by the National Geodetic Survey in January 1997..
 OV0392
 OV0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0392
 OV0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0392
 OV0392.The geoid height was determined by GEOID03.
 OV0392
 OV0392;                    North         East     Units Scale Factor Converg.
 OV0392;SPC WYEC     -   439,636.547   419,749.542   MT  0.99994230   +0 10 06.4
 OV0392;UTM  13      - 4,824,867.409   331,283.846   MT  0.99995014   -1 26 23.1
 OV0392
 OV0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0392!SPC WYEC     -   0.99960795  x   0.99994230  =   0.99955027
 OV0392!UTM  13      -   0.99960795  x   0.99995014  =   0.99955811
 OV0392
 OV0392|---------------------------------------------------------------------|
 OV0392| PID    Reference Object                     Distance      Geod. Az  |
 OV0392|                                                           dddmmss.s |
 OV0392| CP6232 MIDDLEFORK RM 1                       4.845 METERS 06101     |
 OV0392| CP6233 MIDDLEFORK RM 2                       8.400 METERS 16446     |
 OV0392| CP6231 MIDDLEFORK AZ MK                                   2035217.0 |
 OV0392|---------------------------------------------------------------------|
 OV0392
 OV0392                          SUPERSEDED SURVEY CONTROL
 OV0392
 OV0392  NAD 83(1986)-  43 33 27.64269(N)    107 05 19.99420(W) AD(       ) 1
 OV0392  NAD 27      -  43 33 27.78200(N)    107 05 17.75500(W) AD(       ) 1
 OV0392  NGVD 29 (07/19/86) 2511.0    (m)         8238.     (f) VERT ANG       
 OV0392
 OV0392.Superseded values are not recommended for survey control.
 OV0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0392.See file dsdata.txt to determine how the superseded data were derived.
 OV0392
 OV0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ3128424867(NAD 83)
 OV0392_MARKER: DS = TRIANGULATION STATION DISK
 OV0392_SETTING: 66 = SET IN ROCK OUTCROP
 OV0392
 OV0392  HISTORY     - Date     Condition        Report By
 OV0392  HISTORY     - 1938     MONUMENTED       CGS
 OV0392  HISTORY     - 1967     GOOD             USGS
 OV0392
 OV0392                          STATION DESCRIPTION
 OV0392
 OV0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0392'STATION IS LOCATED ABOUT 9-1/2 MILES AIRLINE N OF HITCHCOCKS
 OV0392'STORE AND 17 MILES ESE OF THE NOWOOD RANCH, AND ABOUT 3 MILES
 OV0392'E OF THE POINT N AND HIGHEST END OF A RANGE OF ROCK-CAPPED
 OV0392'RIDGES.
 OV0392'
 OV0392'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 OV0392'IN OUTCROPPING BEDROCK.  REFERENCE AND
 OV0392'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 OV0392'
 OV0392'STATION IS REACHED AS FOLLOWS--FROM ARMINTO GO N, ON GRADED
 OV0392'ROAD 1.2 MILES TO SIDE ROAD TO LEFT AT SIGN BADWATER AND DAVIS
 OV0392'RANCH, CONTINUE N ON MAIN-TRAVELED ROAD 13.2 MILES TO THE
 OV0392'JUNCTION OF THREE GRADED ROADS, ONE TURNS SHARP RIGHT AND THE
 OV0392'OTHER TWO MAKE A Y-FORK WITH A SIGN IN THE FORK BIG HORN
 OV0392'MOUNTAINS, TAKE LEFT FORK AND GO 6.0 MILES ON GRADED ROAD TO
 OV0392'WHERE ROAD FORKS NEAR THE TOP OF THE MOUNTAINS ON A FLAT
 OV0392'TOP BARE RIDGE.  THE MAIN ROAD WHICH IS PARTLY GRADED SWINGS
 OV0392'RIGHT DOWN HILL INTO ONE VALLEY, AND THE LEFT FORK GOES
 OV0392'STRAIGHT AHEAD W ALONG FLAT TOP RIDGE, AND UP ANOTHER
 OV0392'VALLEY, TAKE RIGHT FORK AND GO 5.4 MILES TO THE OLD SITE OF
 OV0392'HITCHCOCKS STORE, FROM HITCHCOCKS STORE, GO N, ON
 OV0392'MAIN-TRAVELED ROAD 7.5 MILES TO WHERE ROAD CROSSES A DRY
 OV0392'CREEK BED, JUST BEFORE COMING TO A WOVEN WIRE FENCE, TURN
 OV0392'RIGHT AND FOLLOW A DIM ROAD UP A NARROW VALLEY 1.0 MILE,
 OV0392'TURN LEFT ON DIM ROAD UP A STEEP GRADE AND GO 0.3 MILE TO
 OV0392'THE TOP OF A DIVIDE, FOLLOW DIM TRAIL DOWN THE RIGHT SIDE
 OV0392'OF WASH 0.6 MILE, TURN SHARP RIGHT UP HILL ON THE LEFT
 OV0392'SIDE OF WASH FOR 0.3 MILE TO TOP OF DIVIDE, TURN SHARP LEFT
 OV0392'N AT TOP OF HILL AND GO 0.1 MILE, FOLLOW ALONG SLOPE AND
 OV0392'DIM TRAIL, AND DIM TRAIL N, 0.1 MILE TO A ROCK CAIRN ON THE
 OV0392'LEFT, CONTINUE N ON THE W SIDE OF RIM ROCK FOR 0.7 MILE,
 OV0392'CONTINUE N ON E SLOPE OF HILL (NO ROAD) FOR 0.7 MILE,
 OV0392'STAYING ABOUT 50 YARDS FROM THE TOP, TO A DIM ROAD COMING
 OV0392'IN FROM THE RIGHT, CONTINUE N UP STEEP GRADE AND FOLLOW
 OV0392'ONLY ROAD 1.5 MILES TO STATION.
 OV0392'
 OV0392'AZIMUTH MARK IS ON THE TOP OF A RIDGE, ABOUT 300 FEET FROM
 OV0392'THE FORK OF ROAD COMING OUT OF THE VALLEY 1-1/2 MILES S OF
 OV0392'STATION.
 OV0392'
 OV0392'HEIGHT OF LIGHT ABOVE STATION MARK - 0.5 METER.
 OV0392
 OV0392                          STATION RECOVERY (1967)
 OV0392
 OV0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OV0392'STATION MARK--STANDARD BRONZE DISK, SET IN ROCK OUTCROPPING,
 OV0392'STAMPED ---MIDDLEFORK 1938---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1264 ***********************************************************************
 PY1264  DESIGNATION -  MIDWAY
 PY1264  PID         -  PY1264
 PY1264  STATE/COUNTY-  WY/TETON
 PY1264  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY1264
 PY1264                         *CURRENT SURVEY CONTROL
 PY1264  ___________________________________________________________________
 PY1264* NAD 83(1993)-  44 31 39.04090(N)    110 50 17.50507(W)     ADJUSTED  
 PY1264* NAVD 88     -      2211.4    (meters)    7255.     (feet)  VERTCON   
 PY1264  ___________________________________________________________________
 PY1264  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 PY1264  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PY1264
 PY1264  HORZ ORDER  -  THIRD
 PY1264
 PY1264.The horizontal coordinates were established by classical geodetic methods
 PY1264.and adjusted by the National Geodetic Survey in January 1997..
 PY1264
 PY1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1264
 PY1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1264
 PY1264.The geoid height was determined by GEOID03.
 PY1264
 PY1264;                    North         East     Units Scale Factor Converg.
 PY1264;SPC WY W     -   547,638.527   739,998.071   MT  0.99998176   -0 31 45.7
 PY1264;UTM  12      - 4,930,477.812   512,857.016   MT  0.99960203   +0 06 48.5
 PY1264
 PY1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1264!SPC WY W     -   0.99965478  x   0.99998176  =   0.99963654
 PY1264!UTM  12      -   0.99965478  x   0.99960203  =   0.99925694
 PY1264
 PY1264:                Primary Azimuth Mark                     Grid Az
 PY1264:SPC WY W     -  TWIN                                     285 23 32.3
 PY1264:UTM  12      -  TWIN                                     284 44 58.1
 PY1264
 PY1264|---------------------------------------------------------------------|
 PY1264| PID    Reference Object                     Distance      Geod. Az  |
 PY1264|                                                           dddmmss.s |
 PY1264| PY1265 TWIN                                APPROX. 3.6 KM 2845146.6 |
 PY1264|---------------------------------------------------------------------|
 PY1264
 PY1264                          SUPERSEDED SURVEY CONTROL
 PY1264
 PY1264  NAD 83(1993)-  44 31 39.04047(N)    110 50 17.50545(W) AD(       ) 3
 PY1264  NAD 83(1986)-  44 31 39.03539(N)    110 50 17.49699(W) AD(       ) 3
 PY1264  NAD 27      -  44 31 39.27011(N)    110 50 14.75364(W) AD(       ) 3
 PY1264  NGVD 29 (07/19/86) 2210.1    (m)         7251.     (f) VERT ANG       
 PY1264
 PY1264.Superseded values are not recommended for survey control.
 PY1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1264.See file dsdata.txt to determine how the superseded data were derived.
 PY1264
 PY1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1285730478(NAD 83)
 PY1264_MARKER: DD = SURVEY DISK
 PY1264_SETTING: 0 = UNSPECIFIED SETTING
 PY1264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1264
 PY1264  HISTORY     - Date     Condition        Report By
 PY1264  HISTORY     - 1956     MONUMENTED       USGS
 PY1264
 PY1264                          STATION DESCRIPTION
 PY1264
 PY1264'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY1264'STATION IS LOCATED 6 MI. NW. OF OLD FAITHFUL, ON THE N. SIDE OF
 PY1264'MIDWAY GEYSER BASIN, S. OF THE FIREHOLE RIVER, ABOUT 400 FT. SW. OF
 PY1264'FOOT-BRIDGE OVER RIVER, JUST S. OF POINT OF TIMBER AND SET IN AN AREA
 PY1264'COVERED WITH WHITE GEYSERITE.
 PY1264'
 PY1264'TO REACH FROM OLD FAITHFUL R. S., GO NORTHWESTERLY ON GRAND LOOP ROAD
 PY1264'TOWARD MADISON JUNCTION FOR 6.0 MI. TO MIDWAY GEYSER BASIN PARKING
 PY1264'AREA ON LEFT.  PROCEED ON FOOT ACROSS BRIDGE AND STATION SITE AS
 PY1264'DESCRIBED.
 PY1264'
 PY1264'STATION MARK--STANDARD BRONZE TABLET, SET IN CONCRETE WITHIN 5 IN.
 PY1264'ORANGEBURG PIPE PROJECTING 0.3 FT. ABOVE GROUND, STAMPED ---MIDWAY
 PY1264'1956, ELEV. 7251---.
 PY1264'
 PY1264'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, SET IN CENTER OF BLAZE
 PY1264'IN NEAREST PINE TREE TO NW. OF STATION, 1 FT. ABOVE GROUND,
 PY1264'N 25 DEG 33 MIN W, AND 65.48 FT. DISTANT.
 PY1264'
 PY1264'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, SET IN CENTER OF BLAZE
 PY1264'IN NEAREST SMALL PINE TREE TO NE. OF STATION, 1 FT. ABOVE GROUND,
 PY1264'N 38 DEG 41 MIN E, AND 58.82 FT. DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1053 ***********************************************************************
 MO1053  DESIGNATION -  MIDWAY
 MO1053  PID         -  MO1053
 MO1053  STATE/COUNTY-  WY/LARAMIE
 MO1053  USGS QUAD   -  MIDWAY (1991)
 MO1053
 MO1053                         *CURRENT SURVEY CONTROL
 MO1053  ___________________________________________________________________
 MO1053* NAD 83(1993)-  41 24 16.00175(N)    104 28 34.58069(W)     ADJUSTED  
 MO1053* NAVD 88     -      1763.     (meters)    5784.     (feet)  SCALED    
 MO1053  ___________________________________________________________________
 MO1053  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 MO1053  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 MO1053
 MO1053  HORZ ORDER  -  SECOND
 MO1053
 MO1053.The horizontal coordinates were established by classical geodetic methods
 MO1053.and adjusted by the National Geodetic Survey in January 1997..
 MO1053
 MO1053.The orthometric height was scaled from a topographic map.
 MO1053
 MO1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1053
 MO1053.The geoid height was determined by GEOID03.
 MO1053
 MO1053;                    North         East     Units Scale Factor Converg.
 MO1053;SPC WY E     -   100,665.060   257,726.499   MT  0.99997850   +0 27 23.8
 MO1053;UTM  13      - 4,583,788.192   543,776.025   MT  0.99962358   +0 20 47.0
 MO1053
 MO1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1053!SPC WY E     -   0.99972622  x   0.99997850  =   0.99970473
 MO1053!UTM  13      -   0.99972622  x   0.99962358  =   0.99934990
 MO1053
 MO1053|---------------------------------------------------------------------|
 MO1053| PID    Reference Object                     Distance      Geod. Az  |
 MO1053|                                                           dddmmss.s |
 MO1053| CP9979 MIDWAY RM 1                          21.048 METERS 09237     |
 MO1053| MO1055 N CHEYENNE FAA 4 MICROWAVE MST      APPROX. 3.6 KM 2373413.8 |
 MO1053| CP9980 MIDWAY RM 2                          21.118 METERS 33252     |
 MO1053|---------------------------------------------------------------------|
 MO1053
 MO1053                          SUPERSEDED SURVEY CONTROL
 MO1053
 MO1053  NAD 83(1986)-  41 24 15.98762(N)    104 28 34.57921(W) AD(       ) 2
 MO1053  NAD 27      -  41 24 16.05950(N)    104 28 32.71720(W) AD(       ) 2
 MO1053
 MO1053.Superseded values are not recommended for survey control.
 MO1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1053.See file dsdata.txt to determine how the superseded data were derived.
 MO1053
 MO1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF4377683788(NAD 83)
 MO1053_MARKER: DS = TRIANGULATION STATION DISK
 MO1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1053
 MO1053  HISTORY     - Date     Condition        Report By
 MO1053  HISTORY     - 1963     MONUMENTED       CGS
 MO1053
 MO1053                          STATION DESCRIPTION
 MO1053
 MO1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1053'THE STATION IS 19-1/2 MILES WEST OF ALBIN, 1 MILE WEST OF
 MO1053'THE MIDWAY SERVICE STATION, 1/2 MILE NORTH OF U.S. HIGHWAY
 MO1053'85, IN THE NORTHWEST CORNER OF SECTION 31, R 63 W, T 17 N,
 MO1053'AND ON THE SOUTH RIGHT-OF-WAY OF A GRAVEL ROAD.
 MO1053'
 MO1053'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, GO WEST
 MO1053'ON SECONDARY ROAD NO. 1105 FOR 15.95 MILES TO THE INTERSECTION
 MO1053'WITH U.S. HIGHWAY 85. TURN LEFT AND GO SOUTHWEST ON HIGHWAY 85
 MO1053'FOR 2.9 MILES TO A CROSSROAD, APPROXIMATELY 0.1 MILE NORTHEAST
 MO1053'OF THE MIDWAY SERVICE STATION.  TURN RIGHT AND GO NORTH ON
 MO1053'A GRAVEL ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 MO1053'LEFT AND GO WEST ON A GRAVEL ROAD FOR 0.9 MILE TO THE STATION
 MO1053'ON THE LEFT, SOUTH SIDE OF THE ROAD.
 MO1053'
 MO1053'STATION MARKS ARE STANDARD DISKS STAMPED MIDWAY 1963.  THE
 MO1053'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 MO1053'THE SURFACE OF THE GROUND.  IT IS 28.5 FEET SOUTH OF THE
 MO1053'CENTER OF THE GRAVEL ROAD, 5.8 FEET NORTHEAST OF A METAL
 MO1053'WITNESS POST AND 4 FEET NORTH OF A FENCE.  THE UNDERGROUND
 MO1053'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 MO1053'THE SURFACE OF THE GROUND.
 MO1053'
 MO1053'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MIDWAY NO 1 1963,
 MO1053'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MO1053'IS 31.5 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 53 FEET
 MO1053'WEST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF THE FENCE.
 MO1053'
 MO1053'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MIDWAY NO 2 1963,
 MO1053'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1053'THE GROUND.  IT IS 33 FEET NORTH OF THE CENTER OF THE GRAVEL
 MO1053'ROAD, 2 FEET EAST OF A POWER POLE, AND 1/2 FOOT SOUTH OF A
 MO1053'FENCE.
 MO1053'
 MO1053'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MO1053'STATION META 1960 MAY BE USED AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0346 ***********************************************************************
 OV0346  DESIGNATION -  MIDWEST
 OV0346  PID         -  OV0346
 OV0346  STATE/COUNTY-  WY/NATRONA
 OV0346  USGS QUAD   -  GILLAM DRAW WEST (1984)
 OV0346
 OV0346                         *CURRENT SURVEY CONTROL
 OV0346  ___________________________________________________________________
 OV0346* NAD 83(1993)-  43 21 55.34442(N)    106 14 58.82640(W)     ADJUSTED  
 OV0346* NAVD 88     -      1631.2    (meters)    5352.     (feet)  VERTCON   
 OV0346  ___________________________________________________________________
 OV0346  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 OV0346  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 OV0346
 OV0346  HORZ ORDER  -  FIRST
 OV0346
 OV0346.The horizontal coordinates were established by classical geodetic methods
 OV0346.and adjusted by the National Geodetic Survey in January 1997..
 OV0346
 OV0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0346
 OV0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0346
 OV0346.The geoid height was determined by GEOID03.
 OV0346
 OV0346;                    North         East     Units Scale Factor Converg.
 OV0346;SPC WYEC     -   418,813.246   487,832.074   MT  1.00003236   +0 44 38.9
 OV0346;UTM  13      - 4,802,148.469   398,746.279   MT  0.99972611   -0 51 29.4
 OV0346
 OV0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0346!SPC WYEC     -   0.99974643  x   1.00003236  =   0.99977878
 OV0346!UTM  13      -   0.99974643  x   0.99972611  =   0.99947261
 OV0346
 OV0346:                Primary Azimuth Mark                     Grid Az
 OV0346:SPC WYEC     -  MIDWEST AZ MK                            190 53 06.1
 OV0346:UTM  13      -  MIDWEST AZ MK                            192 29 14.4
 OV0346
 OV0346|---------------------------------------------------------------------|
 OV0346| PID    Reference Object                     Distance      Geod. Az  |
 OV0346|                                                           dddmmss.s |
 OV0346| CP6234 MIDWEST AZ MK                                      1913745.0 |
 OV0346| CP6235 MIDWEST RM 1                         21.560 METERS 27504     |
 OV0346| CP6236 MIDWEST RM 2                         23.048 METERS 33249     |
 OV0346|---------------------------------------------------------------------|
 OV0346
 OV0346                          SUPERSEDED SURVEY CONTROL
 OV0346
 OV0346  NAD 83(1986)-  43 21 55.32559(N)    106 14 58.80280(W) AD(       ) 1
 OV0346  NAD 27      -  43 21 55.42900(N)    106 14 56.72200(W) AD(       ) 1
 OV0346  NGVD 29 (07/19/86) 1630.4    (m)         5349.     (f) VERT ANG       
 OV0346
 OV0346.Superseded values are not recommended for survey control.
 OV0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0346.See file dsdata.txt to determine how the superseded data were derived.
 OV0346
 OV0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ9874602148(NAD 83)
 OV0346_MARKER: DS = TRIANGULATION STATION DISK
 OV0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0346
 OV0346  HISTORY     - Date     Condition        Report By
 OV0346  HISTORY     - 1934     MONUMENTED       CGS
 OV0346  HISTORY     - 1938     GOOD             CGS
 OV0346  HISTORY     - 1955     GOOD             USGS
 OV0346
 OV0346                          STATION DESCRIPTION
 OV0346
 OV0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OV0346'ABOUT 4 MILES SE OF MIDWEST, ABOUT 3 MILES E OF SALT CREEK,
 OV0346'ON HIGH CONSPICUOUS BLUFF THAT SLOPES GRADUALLY TO E AND DROPS
 OV0346'OFF SHARPLY TO W, 100 FEET E OF RIM AND 145 FEET N OF LARGE
 OV0346'BLACK WATER TANK ON SUMMIT OF BLUFF.  TO REACH FROM MIDWEST
 OV0346'POST OFFICE, GO N TO FIRST INTERSECTION, TURN E AND GO 0.3
 OV0346'MILE TO W EDGE OF SCHOOLYARD, TURN S AND GO 0.3 MILE TO BRIDGE
 OV0346'OVER CREEK, CONTINUE 0.3 MILE TO BRIDGE OVER RAILROAD, CONTINUE
 OV0346'0.3 MILE TO FORKS, FOLLOW LEFT FORK 0.55 MILE, FOLLOW LEFT
 OV0346'FORK 0.3 MILE TO WELL-TRAVELED ROAD, TURN RIGHT ONTO THIS
 OV0346'ROAD AND GO 50 YARDS, FOLLOW LEFT FORK 0.35 MILE TO
 OV0346'CROSSROADS, CONTINUE STRAIGHT AHEAD (E) 1.05 MILES ON MAIN
 OV0346'ROAD TO CONOCO REFINERY, CONTINUE SW 1.1 MILES TO UNIMPROVED
 OV0346'ROAD LEADING UP HILL TO RIGHT, GO UP HILL 0.65 MILE TO
 OV0346'TOP OF BLUFF NEAR LARGE BLACK WATER TANK AND STATION
 OV0346'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 OV0346'DISKS IN CONCRETE.  REFERENCE AND AZIMUTH MARKS
 OV0346'ARE STANDARD DISKS IN BEDROCK.  NO. 1 IS 21.593
 OV0346'METERS (70.84 FEET) FROM STATION.
 OV0346'NO. 2 IS 23.06 METERS (75.7 FEET) FROM STATION.
 OV0346'DISTANCE BETWEEN REFERENCE MARKS IS
 OV0346'21.610 METERS (70.90 FEET).  AZIMUTH MARK IS ON EDGE OF RIM, 2
 OV0346'FEET E OF SMALL CAIRN, AND APPROXIMATELY 1/4 MILE FROM STATION.
 OV0346'BEARING FROM STATION TO HIGHEST
 OV0346'PEAK VISIBLE IN BIG HORN RANGE N 34 DEG 38 MIN W.
 OV0346
 OV0346                          STATION RECOVERY (1938)
 OV0346
 OV0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0346'STATION MIDWEST IS LOCATED IN CENTRAL WYOMING, IN THE
 OV0346'NORTHEASTERN PART OF NATRONA COUNTY.  IS ABOUT 4 MILES
 OV0346'AIRLINE SE OF MIDWEST.  ABOUT 3 MILES AIRLINE E OF SALT CREEK.
 OV0346'AND ABOUT 38 MILES AIRLINE N OF CASPER.  THE STATION IS ON A
 OV0346'HIGH BLUFF THAT SLOPES TO THE E AND DROPS OFF SHARPLY TO THE
 OV0346'W.  THERE IS A LARGE BLACK WATER TANK ON THE SUMMIT OF THE
 OV0346'BLUFF, 145 FEET S OF THE STATION.
 OV0346'
 OV0346'STATION MIDWEST IS REACHED BY GOING N FROM THE MIDWEST POST
 OV0346'OFFICE TO THE FIRST INTERSECTION.  TURN E AND GO 0.3 MILES TO
 OV0346'THE W EDGE OF THE SCHOOLYARD, TURN S AND GO 0.3 MILE TO A
 OV0346'BRIDGE OVER A CREEK.  CONTINUE ON THE ROAD 0.3 MILE TO A
 OV0346'BRIDGE OVER A RAILROAD, THEN GO 0.3 MILE TO A FORK.  TAKE
 OV0346'THE LEFT FORK 0.55 MILE TO ANOTHER FORK.  TAKE THE LEFT FORK
 OV0346'AND GO 0.3 MILE TO A WELL TRAVELED ROAD, TURN RIGHT AND GO
 OV0346'50 YARDS TO A FORK, TAKE THE LEFT FORK 0.35 MILE TO A
 OV0346'CROSSROADS.  CONTINUE STRAIGHT AHEAD, E, ON THE MAIN ROAD 1.05
 OV0346'MILES TO THE CONOCO REFINERY.  CONTINUE SW ON THE ROAD 1.1
 OV0346'MILE TO AN UNIMPROVED ROAD LEADING UP A HILL.  TAKE
 OV0346'THIS ROAD UP THE HILL 0.65 MILE TO THE TOP OF THE BLUFF,
 OV0346'NEAR THE LARGE BLACK WATER TANK AND THE STATION.
 OV0346'
 OV0346'AZIMUTH MARK IS 1/4 MILE S OF STATION ON EDGE OF BLUFF.
 OV0346'
 OV0346'NOTE--OLD AND NEW DISTANCES FROM STATION TO REFERENCE MARKS
 OV0346'FAIL TO CHECK.
 OV0346
 OV0346                          STATION RECOVERY (1955)
 OV0346
 OV0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (EIN)
 OV0346'STATION RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING
 OV0346'
 OV0346'STATION IS LOCATED ABOUT 4 MI. SE. OF MIDWEST AND ABOUT 3 MI. E. OF
 OV0346'SALT CREEK, ON A HIGH CONSPICUOUS BLUFF THAT SLOPES GRADUALLY TO THE
 OV0346'E. AND DROPS OFF SHARPLY TO THE W.  STATION IS LOCATED IN THE NW.
 OV0346'1/4 SEC. 8, T 39 N, R 78 W.
 OV0346'
 OV0346'TO REACH FROM THE POST OFFICE AT MIDWEST, GO W. 0.1 MI. TO
 OV0346'INTERSECTION, TURN RIGHT (N.) GO 0.1 MI. TO INTERSECTION, TURN RIGHT
 OV0346'(E.) THEN GO 0.55 MI. TO JUNCTION OF U.S. HIGHWAY 87 AND STATE
 OV0346'HIGHWAY 387, TURN RIGHT (S.) AND FOLLOW U.S. HIGHWAY 87 1.3 MI. TO
 OV0346'PRIVATE OIL FIELD RD. LEADING E. TO A GROUP OF HOUSES, TURN LEFT (E.)
 OV0346'AND FOLLOW PRIVATE RD. 0.5 MI. TO THE INTERSECTION OF A PAVED, PRIVATE
 OV0346'OIL FIELD RD., TURN RIGHT (S.) AND FOLLOW PAVED RD. 1.2 MI. TO
 OV0346'CATTLEGUARD AND THE END OF PAVEMENT, CONTINUE STRAIGHT (S.) AHEAD ON
 OV0346'GRADED RD. 0.65 MI. TO FORK, TAKE RIGHT FORK (SW.) 0.1 MI. ACROSS
 OV0346'SMALL RIDGE, SMALL DRAIN, TO SMALL RIDGE, TURN RIGHT (NW.) AND
 OV0346'FOLLOW SMALL RIDGE ACROSS SMALL UNCOVERED PIPELINE TO WASHED OUT
 OV0346'RD., FOLLOW WASHED OUT RD. UP RIDGE 0.6 MI. TO TOP OF BLUFF, TURN
 OV0346'LEFT (TOWARDS THE S.) AND GO 0.1 MI. TO STATION ON THE HIGHEST POINT.
 OV0346'
 OV0346'STATION MARK--STANDARD TABLET, SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0347 ***********************************************************************
 OV0347  DESIGNATION -  MIDWEST WATER TANK
 OV0347  PID         -  OV0347
 OV0347  STATE/COUNTY-  WY/NATRONA
 OV0347  USGS QUAD   -  GILLAM DRAW WEST (1984)
 OV0347
 OV0347                         *CURRENT SURVEY CONTROL
 OV0347  ___________________________________________________________________
 OV0347* NAD 83(1993)-  43 21 53.87377(N)    106 14 59.63860(W)     ADJUSTED  
 OV0347* NAVD 88     -                                                        
 OV0347  ___________________________________________________________________
 OV0347  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 OV0347  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 OV0347
 OV0347  HORZ ORDER  -  THIRD
 OV0347
 OV0347.The horizontal coordinates were established by classical geodetic methods
 OV0347.and adjusted by the National Geodetic Survey in January 1997..
 OV0347
 OV0347
 OV0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0347
 OV0347.The geoid height was determined by GEOID03.
 OV0347
 OV0347;                    North         East     Units Scale Factor Converg.
 OV0347;SPC WYEC     -   418,767.625   487,814.377   MT  1.00003232   +0 44 38.3
 OV0347;UTM  13      - 4,802,103.374   398,727.320   MT  0.99972616   -0 51 29.9
 OV0347
 OV0347                          SUPERSEDED SURVEY CONTROL
 OV0347
 OV0347  NAD 83(1986)-  43 21 53.85487(N)    106 14 59.61426(W) AD(       ) 4
 OV0347  NAD 27      -  43 21 53.96000(N)    106 14 57.53000(W) AD(       ) 3
 OV0347
 OV0347.Superseded values are not recommended for survey control.
 OV0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0347.See file dsdata.txt to determine how the superseded data were derived.
 OV0347
 OV0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ9872702103(NAD 83)
 OV0347_MARKER: 51 = TANK
 OV0347
 OV0347  HISTORY     - Date     Condition        Report By
 OV0347  HISTORY     - 1934     FIRST OBSERVED   CGS
 OV0347
 OV0347                          STATION DESCRIPTION
 OV0347
 OV0347'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0992 ***********************************************************************
 MO0992  DESIGNATION -  MIHAN
 MO0992  PID         -  MO0992
 MO0992  STATE/COUNTY-  WY/GOSHEN
 MO0992  USGS QUAD   -  DUROC (1990)
 MO0992
 MO0992                         *CURRENT SURVEY CONTROL
 MO0992  ___________________________________________________________________
 MO0992* NAD 83(1993)-  41 47 01.01498(N)    104 08 52.53916(W)     ADJUSTED  
 MO0992* NAVD 88     -      1329.     (meters)    4360.     (feet)  SCALED    
 MO0992  ___________________________________________________________________
 MO0992  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 MO0992  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 MO0992
 MO0992  HORZ ORDER  -  SECOND
 MO0992
 MO0992.The horizontal coordinates were established by classical geodetic methods
 MO0992.and adjusted by the National Geodetic Survey in January 1997..
 MO0992
 MO0992.The orthometric height was scaled from a topographic map.
 MO0992
 MO0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0992
 MO0992.The geoid height was determined by GEOID03.
 MO0992
 MO0992;                    North         East     Units Scale Factor Converg.
 MO0992;SPC WY E     -   143,046.780   284,683.871   MT  1.00002572   +0 40 43.8
 MO0992;SPC NE       -   224,798.767   155,425.138   MT  0.99967031   -2 44 55.7
 MO0992;UTM  13      - 4,626,102.555   570,805.476   MT  0.99966169   +0 34 04.0
 MO0992
 MO0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0992!SPC WY E     -   0.99979443  x   1.00002572  =   0.99982015
 MO0992!SPC NE       -   0.99979443  x   0.99967031  =   0.99946481
 MO0992!UTM  13      -   0.99979443  x   0.99966169  =   0.99945619
 MO0992
 MO0992|---------------------------------------------------------------------|
 MO0992| PID    Reference Object                     Distance      Geod. Az  |
 MO0992|                                                           dddmmss.s |
 MO0992| CP9982 MIHAN RM 1                           13.208 METERS 08207     |
 MO0992| CP9981 MIHAN AZ MK                                        2701850.3 |
 MO0992| CP9983 MIHAN RM 2                           12.478 METERS 27815     |
 MO0992|---------------------------------------------------------------------|
 MO0992
 MO0992                          SUPERSEDED SURVEY CONTROL
 MO0992
 MO0992  NAD 83(1986)-  41 47 01.00247(N)    104 08 52.54402(W) AD(       ) 2
 MO0992  NAD 27      -  41 47 01.10100(N)    104 08 50.71390(W) AD(       ) 2
 MO0992
 MO0992.Superseded values are not recommended for survey control.
 MO0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0992.See file dsdata.txt to determine how the superseded data were derived.
 MO0992
 MO0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7080526103(NAD 83)
 MO0992_MARKER: DS = TRIANGULATION STATION DISK
 MO0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0992
 MO0992  HISTORY     - Date     Condition        Report By
 MO0992  HISTORY     - 1963     MONUMENTED       CGS
 MO0992
 MO0992                          STATION DESCRIPTION
 MO0992
 MO0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO0992'THE STATION IS 6-1/2 MILES EAST OF HAWK SPRINGS, IN THE NORTHWEST
 MO0992'QUARTER OF SECTION 24, T 21 N, R 61 W. AND ON PROPERTY OWNED
 MO0992'BY MR. SIMON MIHAN.
 MO0992'
 MO0992'TO REACH THE STATION FROM THE POST OFFICE IN HAWK SPRINGS,
 MO0992'GO EAST FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH
 MO0992'ON A GRAVEL ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT.
 MO0992'TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 5.3 MILES TO THE
 MO0992'AZIMUTH MARK ON THE RIGHT, SOUTH OF THE GRAVEL ROAD.  CONTINUE
 MO0992'EAST ON THE GRAVEL ROAD FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT.
 MO0992'CONTINUE EAST ON THE GRAVEL ROAD FOR 0.1 MILE TO THE STATION
 MO0992'ON THE RIGHT, SOUTH OF THE GRAVEL ROAD.
 MO0992'
 MO0992'STATION MARKS ARE STANDARD DISKS STAMPED MIHAN 1963.  THE
 MO0992'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO0992'SURFACE OF THE GROUND.  IT IS 43 FEET SOUTH OF THE CENTER
 MO0992'OF THE GRAVEL ROAD, 7 FEET SOUTH OF A FENCE, AND 7 FEET SOUTH
 MO0992'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 MO0992'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF
 MO0992'THE GROUND.
 MO0992'
 MO0992'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MIHAN NO 1 1963,
 MO0992'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 MO0992'IS 36 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT
 MO0992'SOUTH OF THE FENCE.
 MO0992'
 MO0992'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MIHAN NO 2 1963,
 MO0992'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MO0992'IT IS 38 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD AND 1
 MO0992'FOOT SOUTH OF THE FENCE.
 MO0992'
 MO0992'AZIMUTH MARK, A STANDARD DISK STAMPED MIHAN 1963, IS SET IN
 MO0992'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 32 FEET
 MO0992'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 2.5 FEET NORTHEAST
 MO0992'OF A METAL WITNESS POST, AND 2 FEET NORTH OF A FENCE.
 MO0992'
 MO0992'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0466 ***********************************************************************
 NR0466  DESIGNATION -  MILE
 NR0466  PID         -  NR0466
 NR0466  STATE/COUNTY-  WY/NATRONA
 NR0466  USGS QUAD   -  MILES RANCH (1984)
 NR0466
 NR0466                         *CURRENT SURVEY CONTROL
 NR0466  ___________________________________________________________________
 NR0466* NAD 83(1993)-  42 55 31.44475(N)    107 31 36.73956(W)     ADJUSTED  
 NR0466* NAVD 88     -      2023.4    (meters)    6638.     (feet)  VERTCON   
 NR0466  ___________________________________________________________________
 NR0466  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 NR0466  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 NR0466
 NR0466  HORZ ORDER  -  THIRD
 NR0466
 NR0466.The horizontal coordinates were established by classical geodetic methods
 NR0466.and adjusted by the National Geodetic Survey in January 1997..
 NR0466
 NR0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0466
 NR0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0466
 NR0466.The geoid height was determined by GEOID03.
 NR0466
 NR0466;                    North         East     Units Scale Factor Converg.
 NR0466;SPC WYEC     -   369,385.152   384,200.569   MT  0.99994057   -0 07 54.5
 NR0466;UTM  13      - 4,755,628.742   293,784.884   MT  1.00012318   -1 43 17.5
 NR0466
 NR0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0466!SPC WYEC     -   0.99968485  x   0.99994057  =   0.99962544
 NR0466!UTM  13      -   0.99968485  x   1.00012318  =   0.99980799
 NR0466
 NR0466:                Primary Azimuth Mark                     Grid Az
 NR0466:SPC WYEC     -  DEER                                     070 07 01.4
 NR0466:UTM  13      -  DEER                                     071 42 24.4
 NR0466
 NR0466|---------------------------------------------------------------------|
 NR0466| PID    Reference Object                     Distance      Geod. Az  |
 NR0466|                                                           dddmmss.s |
 NR0466| NR0426 DEER                                APPROX. 6.0 KM 0695906.9 |
 NR0466|---------------------------------------------------------------------|
 NR0466
 NR0466                          SUPERSEDED SURVEY CONTROL
 NR0466
 NR0466  NAD 83(1986)-  42 55 31.43738(N)    107 31 36.74083(W) AD(       ) 3
 NR0466  NAD 27      -  42 55 31.59910(N)    107 31 34.49161(W) AD(       ) 3
 NR0466  NGVD 29 (07/19/86) 2022.3    (m)         6635.     (f) VERT ANG       
 NR0466
 NR0466.Superseded values are not recommended for survey control.
 NR0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0466.See file dsdata.txt to determine how the superseded data were derived.
 NR0466
 NR0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9378555629(NAD 83)
 NR0466_MARKER: DD = SURVEY DISK
 NR0466_SETTING: 0 = UNSPECIFIED SETTING
 NR0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0466
 NR0466  HISTORY     - Date     Condition        Report By
 NR0466  HISTORY     - 1950     MONUMENTED       USGS
 NR0466
 NR0466                          STATION DESCRIPTION
 NR0466
 NR0466'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0466'THE STATION IS LOCATED ABOUT 15.8 MI. S. AND 9.8 MI. E. OF MONETA,
 NR0466'WYOMING.  IN NE. 1/4 SEC. 17, T 34 N, R 89 W.
 NR0466'
 NR0466'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED E. ALONG U.S. HIGHWAY
 NR0466'(20-26) FOR 0.4 MI.  TURN RIGHT ONTO COUNTY RD. 1.2 MI. TO RD. FORK,
 NR0466'THENCE RIGHT AND CONTINUE ON MAIN GRADED RD. 21.9 MI. TO RD. FORK,
 NR0466'THENCE RIGHT TO INTERSECTION WITH PIPELINE RD. AT 1.1 MI., THENCE LEFT
 NR0466'ON PIPELINE RD. FOR 11.5 MI. TO RD. FORK AT THE TOP OF A PLATEAU,
 NR0466'THENCE LEFT N. OFF OF PIPELINE RD., CONTINUE ON MAIN RD. TO RD.
 NR0466'CROSSING AT 2.2 MI., STRAIGHT AHEAD 2.2 MI. TO RD. FORK, THENCE LEFT,
 NR0466'N., 0.1 MI.  STATION LIES TO RIGHT OF RD. ABOUT 200 FT.
 NR0466'
 NR0466'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROTRUDING
 NR0466'ABOUT 4 IN. ABOVE THE SURFACE, AND STAMPED ---WR MILE, 1950 VABM
 NR0466'6635---.
 NR0466'
 NR0466'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0347 ***********************************************************************
 PX0347  DESIGNATION -  MILE
 PX0347  PID         -  PX0347
 PX0347  STATE/COUNTY-  WY/BIG HORN
 PX0347  USGS QUAD   -  DUTCH NICK FLAT NW (1951)
 PX0347
 PX0347                         *CURRENT SURVEY CONTROL
 PX0347  ___________________________________________________________________
 PX0347* NAD 83(1993)-  44 10 07.80777(N)    108 27 48.62212(W)     ADJUSTED  
 PX0347* NAVD 88     -      1597.4    (meters)    5241.     (feet)  VERTCON   
 PX0347  ___________________________________________________________________
 PX0347  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 PX0347  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 PX0347
 PX0347  HORZ ORDER  -  THIRD
 PX0347
 PX0347.The horizontal coordinates were established by classical geodetic methods
 PX0347.and adjusted by the National Geodetic Survey in January 1997..
 PX0347
 PX0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0347
 PX0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0347
 PX0347.The geoid height was determined by GEOID03.
 PX0347
 PX0347;                    North         East     Units Scale Factor Converg.
 PX0347;SPC WYEC     -   508,129.278   309,616.057   MT  1.00003794   -0 47 15.1
 PX0347;UTM  12      - 4,893,753.946   702,785.592   MT  1.00010577   +1 46 04.7
 PX0347
 PX0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0347!SPC WYEC     -   0.99975166  x   1.00003794  =   0.99978959
 PX0347!UTM  12      -   0.99975166  x   1.00010577  =   0.99985740
 PX0347
 PX0347:                Primary Azimuth Mark                     Grid Az
 PX0347:SPC WYEC     -  SQUAW                                    234 40 23.0
 PX0347:UTM  12      -  SQUAW                                    232 07 03.2
 PX0347
 PX0347|---------------------------------------------------------------------|
 PX0347| PID    Reference Object                     Distance      Geod. Az  |
 PX0347|                                                           dddmmss.s |
 PX0347| PX0369 SQUAW                               APPROX.11.2 KM 2335307.9 |
 PX0347|---------------------------------------------------------------------|
 PX0347
 PX0347                          SUPERSEDED SURVEY CONTROL
 PX0347
 PX0347  NAD 83(1986)-  44 10 07.79956(N)    108 27 48.61508(W) AD(       ) 3
 PX0347  NAD 27      -  44 10 07.96371(N)    108 27 46.20971(W) AD(       ) 3
 PX0347  NGVD 29 (07/19/86) 1596.5    (m)         5238.     (f) VERT ANG       
 PX0347
 PX0347.Superseded values are not recommended for survey control.
 PX0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0347.See file dsdata.txt to determine how the superseded data were derived.
 PX0347
 PX0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP0278693754(NAD 83)
 PX0347_MARKER: DD = SURVEY DISK
 PX0347_SETTING: 80 = SET IN A BOULDER
 PX0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0347+STABILITY: SURFACE MOTION
 PX0347
 PX0347  HISTORY     - Date     Condition        Report By
 PX0347  HISTORY     - 1948     MONUMENTED       USGS
 PX0347
 PX0347                          STATION DESCRIPTION
 PX0347
 PX0347'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0347'STATION LOCATED 21.0 MI. E. OF MEETEETSE, WYOMING ON POINT EXTENDING
 PX0347'NE. INTO FIFTEENMILE CREEK FROM THE S.
 PX0347'
 PX0347'TO REACH STATION FROM CODY, POST OFFICE, PROCEED EASTERLY ALONG  U.S.
 PX0347'HIGHWAY 20 2.7 MI. TO JUNCTION, GO RIGHT ALONG STATE HIGHWAY 420 25.7
 PX0347'MI. TO GRAVEL RD. LEFT, GO LEFT SOUTHEASTERLY ACROSS GREYBULL RIVER
 PX0347'0.15 MI. TO FORKS, GO RIGHT 0.1 MI. TO FORKS, THEN RIGHT 0.2 MI. TO
 PX0347'BEND,  GO LEFT 3.1 MI. TO FORKS, GO LEFT 0.9 MI. TO FORKS, GO LEFT 0.2
 PX0347'MI. TO FORKS, GO RIGHT 1.7 MI. TO FORKS,  GO LEFT 4.2 MI. TO FORKS
 PX0347'GO LEFT 7.3 MI. TO FORKS, GO LEFT 1.4 MI. TO FORKS, GO RIGHT ALONG
 PX0347'MAIN TRAIL 4.1 MI. TO DIM TRAIL RD. RIGHT, GO RIGHT ACROSS FIFTEEN
 PX0347'MILE CREEK 1.4 MI. TO TOP OF LOW RIDGE.  STATION LIES SOUTHERLY ABOUT
 PX0347'1.0 MI. ON TOP OF LONG POINT JUTTING EASTERLY WITH EROSION CLIFFS ON
 PX0347'N.E. AND S.
 PX0347'
 PX0347'STATION MARK - STANDARD STATION TABLET SET IN SANDSTONE BOULDER FLUSH
 PX0347'WITH GROUND STAMPED --- MILE 1948 ---.
 PX0347'
 PX0347'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0491 ***********************************************************************
 PX0491  DESIGNATION -  MILES
 PX0491  PID         -  PX0491
 PX0491  STATE/COUNTY-  WY/PARK
 PX0491  USGS QUAD   -  ELK BASIN SW (1966)
 PX0491
 PX0491                         *CURRENT SURVEY CONTROL
 PX0491  ___________________________________________________________________
 PX0491* NAD 83(1993)-  44 48 04.88685(N)    108 54 33.70222(W)     ADJUSTED  
 PX0491* NAVD 88     -      1596.7    (meters)    5239.     (feet)  VERTCON   
 PX0491  ___________________________________________________________________
 PX0491  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 PX0491  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 PX0491
 PX0491  HORZ ORDER  -  THIRD
 PX0491
 PX0491.The horizontal coordinates were established by classical geodetic methods
 PX0491.and adjusted by the National Geodetic Survey in January 1997..
 PX0491
 PX0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0491
 PX0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0491
 PX0491.The geoid height was determined by GEOID03.
 PX0491
 PX0491;                    North         East     Units Scale Factor Converg.
 PX0491;SPC WYWC     -   477,803.005   587,392.279   MT  0.99993945   -0 06 44.3
 PX0491;UTM  12      - 4,963,010.215   665,342.935   MT  0.99993618   +1 28 24.6
 PX0491
 PX0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0491!SPC WYWC     -   0.99975174  x   0.99993945  =   0.99969121
 PX0491!UTM  12      -   0.99975174  x   0.99993618  =   0.99968794
 PX0491
 PX0491:                Primary Azimuth Mark                     Grid Az
 PX0491:SPC WYWC     -  BLUFF                                    011 34 06.6
 PX0491:UTM  12      -  BLUFF                                    009 58 57.7
 PX0491
 PX0491|---------------------------------------------------------------------|
 PX0491| PID    Reference Object                     Distance      Geod. Az  |
 PX0491|                                                           dddmmss.s |
 PX0491| PX0474 BLUFF                               APPROX. 8.3 KM 0112722.3 |
 PX0491|---------------------------------------------------------------------|
 PX0491
 PX0491                          SUPERSEDED SURVEY CONTROL
 PX0491
 PX0491  NAD 83(1986)-  44 48 04.87640(N)    108 54 33.69052(W) AD(       ) 3
 PX0491  NGVD 29 (09/11/89) 1595.6    (m)         5235.     (f) VERT ANG       
 PX0491
 PX0491.Superseded values are not recommended for survey control.
 PX0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0491.See file dsdata.txt to determine how the superseded data were derived.
 PX0491
 PX0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6534363010(NAD 83)
 PX0491_MARKER: P = PIPE CAP
 PX0491_SETTING: 0 = UNSPECIFIED SETTING
 PX0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0491
 PX0491  HISTORY     - Date     Condition        Report By
 PX0491  HISTORY     - 1896     MONUMENTED       USGS
 PX0491
 PX0491                          STATION DESCRIPTION
 PX0491
 PX0491'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PX0491'STATION IS LOCATED  IN SEC.28, T.56 N., R.100 W., ABOUT 7 MI. NW. OF
 PX0491'POWELL, WYOMING ON THE WESTERN EXTREMITY AND ABOUT 2.5 MI. N. OF THE
 PX0491'SOUTHERN EXTREMITY OF A LARGE FLAT MESA KNOWN AS POLECAT BENCH.
 PX0491'
 PX0491'TO REACH STATION FROM POST OFFICE AT POWELL, WYOMING FOLLOW SURFACED
 PX0491'HIGHWAY TOWARD ELK BASIN FOR 11.3 MI. TO JUNCTION OF OILED RD. TO
 PX0491'LEFT AT CONTINENTAL OIL COMPANY SIGN (SOUTH ELK BASIN OIL FIELD 1 MI.)
 PX0491'TAKE LEFT RD. AND FOLLOW 1.3 MI. TO JUNCTION OF OILED RDS. CONTINUE
 PX0491'STRAIGHT AHEAD ALONG POWER LINE FOR 0.5 MI. TO WHERE PIPELINE AND
 PX0491'TELEPHONE LINE CROSSES RD., MAKE A RIGHT ANGLE  TURN TO LEFT AND
 PX0491'FOLLOW TELEPHONE LINE FOR ABOUT 3.8 MI. TO DIM RD. FORK RIGHT, TURN
 PX0491'RIGHT AND FOLLOW DIM RD. 0.5 MI. TO INTERSECTION OF A WELL TRAVELED
 PX0491'TRAIL RD. TURN LEFT AND FOLLOW MOST TRAVELED RD. FOR 1.7 MI. TO DIM
 PX0491'RD. FORK RIGHT SW. FOLLOW DIM RD. FOR 2.7 MI. TO STATION.  DISTANCE
 PX0491'FROM POWELL, WYOMING BY RD. 21.8 MI.
 PX0491'
 PX0491'STATION MARK - USGS IRON POST WITH BRONZE BM CAP.
 PX0491'
 PX0491'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1289 ***********************************************************************
 MO1289  DESIGNATION -  MILL
 MO1289  PID         -  MO1289
 MO1289  STATE/COUNTY-  WY/ALBANY
 MO1289  USGS QUAD   -  JAMES LAKE (1978)
 MO1289
 MO1289                         *CURRENT SURVEY CONTROL
 MO1289  ___________________________________________________________________
 MO1289* NAD 83(1993)-  41 23 27.97828(N)    105 57 10.34142(W)     ADJUSTED  
 MO1289* NAVD 88     -      2287.2    (meters)    7504.     (feet)  VERTCON   
 MO1289  ___________________________________________________________________
 MO1289  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 MO1289  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 MO1289
 MO1289  HORZ ORDER  -  SECOND
 MO1289
 MO1289.The horizontal coordinates were established by classical geodetic methods
 MO1289.and adjusted by the National Geodetic Survey in January 1997..
 MO1289
 MO1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1289
 MO1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1289
 MO1289.The geoid height was determined by GEOID03.
 MO1289
 MO1289;                    North         East     Units Scale Factor Converg.
 MO1289;SPC WY E     -    99,251.867   134,248.815   MT  0.99999069   -0 31 11.5
 MO1289;SPC WYEC     -   199,873.271   515,450.265   MT  1.00010148   +0 54 46.3
 MO1289;UTM  13      - 4,582,612.930   420,337.063   MT  0.99967810   -0 37 48.2
 MO1289
 MO1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1289!SPC WY E     -   0.99964314  x   0.99999069  =   0.99963384
 MO1289!SPC WYEC     -   0.99964314  x   1.00010148  =   0.99974459
 MO1289!UTM  13      -   0.99964314  x   0.99967810  =   0.99932136
 MO1289
 MO1289|---------------------------------------------------------------------|
 MO1289| PID    Reference Object                     Distance      Geod. Az  |
 MO1289|                                                           dddmmss.s |
 MO1289| CP9990 MILL RM 1                             8.393 METERS 02349     |
 MO1289| CP9991 MILL RM 2                             8.741 METERS 10119     |
 MO1289| CP9989 MILL AZ MK                                         3591230.6 |
 MO1289|---------------------------------------------------------------------|
 MO1289
 MO1289                          SUPERSEDED SURVEY CONTROL
 MO1289
 MO1289  NAD 83(1986)-  41 23 27.96432(N)    105 57 10.34029(W) AD(       ) 2
 MO1289  NAD 27      -  41 23 28.05500(N)    105 57 08.32500(W) AD(       ) 2
 MO1289  NGVD 29 (07/19/86) 2286.1    (m)         7500.     (f) VERT ANG       
 MO1289
 MO1289.Superseded values are not recommended for survey control.
 MO1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1289.See file dsdata.txt to determine how the superseded data were derived.
 MO1289
 MO1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF2033782613(NAD 83)
 MO1289_MARKER: DS = TRIANGULATION STATION DISK
 MO1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1289
 MO1289  HISTORY     - Date     Condition        Report By
 MO1289  HISTORY     - 1948     MONUMENTED       CGS
 MO1289
 MO1289                          STATION DESCRIPTION
 MO1289
 MO1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1289'THE STATION IS LOCATED ABOUT 19 MILES AIRLINE NORTH-NORTHWEST
 MO1289'OF LARAMIE ON A LONE GRASS AND ROCK-COVERED HILL THAT IS JUST
 MO1289'NORTH OF A LARGE IRRIGATION DITCH.  THE STATION MARK PROJECTS
 MO1289'2 INCHES, IS SET ON THE HIGHEST POINT OF THE HILL 6 FEET WEST OF A
 MO1289'WHITE WITNESS POST.  IT IS STAMPED, MILL 1948.
 MO1289'
 MO1289'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, IS 1 FOOT LOWER THAN
 MO1289'THE STATION MARK AND IS STAMPED, MILL NO 1 1948.
 MO1289'
 MO1289'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, IS 18 INCHES LOWER THAN
 MO1289'THE STATION MARK AND IS STAMPED, MILL NO 2 1948.
 MO1289'
 MO1289'THE AZIMUTH MARK IS SET FLUSH 0.1 MILE NORTH OF A WIRE FENCE,
 MO1289'6 FEET EAST OF A ROAD AND 5 FEET SOUTH OF A WHITE WITNESS
 MO1289'POST.  IT IS STAMPED, MILL 1948.
 MO1289'
 MO1289'TO REACH THE STATION FROM LARAMIE.  GO WEST ON STATE HIGHWAY
 MO1289'130, 4.5 MILES TO AIRPORT.  CONTINUE WEST 2.2 MILES TO A ROAD
 MO1289'RIGHT.  TURN RIGHT, FOLLOW MAIN ROAD NORTH AND WEST 11.1
 MO1289'MILES TO A FORK.  KEEP TO THE RIGHT UP HILL, GO WEST AND
 MO1289'NORTH 2.8 MILES TO A SCHOOL HOUSE ON THE LEFT.  TURN LEFT,
 MO1289'GO 2.1 MILES TO WHERE THE MAIN ROAD TURNS TO THE RIGHT, NORTH.
 MO1289'CONTINUE STRAIGHT AHEAD, WEST, THROUGH GATE, GO 0.15 MILE
 MO1289'TO A DIM ROAD LEFT JUST AFTER CROSSING AN IRRIGATION DITCH.
 MO1289'TURN LEFT, GO 1.55 MILE TO THE AZIMUTH MARK ON LEFT.  CONTINUE
 MO1289'0.1 MILE TO A GATE.  PASS THROUGH GATE, GO SOUTH 0.3 MILE TO
 MO1289'TOP OF HILL AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0260 ***********************************************************************
 NS0260  DESIGNATION -  MILL RESET
 NS0260  PID         -  NS0260
 NS0260  STATE/COUNTY-  WY/FREMONT
 NS0260  USGS QUAD   -  RAY LAKE (1978)
 NS0260
 NS0260                         *CURRENT SURVEY CONTROL
 NS0260  ___________________________________________________________________
 NS0260* NAD 83(1993)-  42 56 23.65425(N)    108 47 42.11283(W)     ADJUSTED  
 NS0260* NAVD 88     -      1675.30   (+/-2cm)    5496.4    (feet)  VERTCON   
 NS0260  ___________________________________________________________________
 NS0260  LAPLACE CORR-         -16.60  (seconds)                    DEFLEC99
 NS0260  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 NS0260
 NS0260  HORZ ORDER  -  THIRD
 NS0260  VERT ORDER  -  THIRD ? (See Below)
 NS0260
 NS0260.The horizontal coordinates were established by classical geodetic methods
 NS0260.and adjusted by the National Geodetic Survey in January 1997..
 NS0260
 NS0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0260.The vertical order pertains to the NGVD 29 superseded value.
 NS0260
 NS0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0260
 NS0260.The geoid height was determined by GEOID03.
 NS0260
 NS0260;                    North         East     Units Scale Factor Converg.
 NS0260;SPC WYWC     -   270,978.981   596,324.754   MT  0.99993767   -0 01 50.4
 NS0260;UTM  12      - 4,756,500.068   679,901.682   MT  0.99999817   +1 30 09.0
 NS0260
 NS0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0260!SPC WYWC     -   0.99973920  x   0.99993767  =   0.99967689
 NS0260!UTM  12      -   0.99973920  x   0.99999817  =   0.99973737
 NS0260
 NS0260|---------------------------------------------------------------------|
 NS0260| PID    Reference Object                     Distance      Geod. Az  |
 NS0260|                                                           dddmmss.s |
 NS0260| CP6238 MILL RM 1                            11.672 METERS 17412     |
 NS0260| CP6237 MILL AZ MK                                         3072128.0 |
 NS0260| CP6239 MILL RM 2                            17.881 METERS 32110     |
 NS0260|---------------------------------------------------------------------|
 NS0260
 NS0260                          SUPERSEDED SURVEY CONTROL
 NS0260
 NS0260  NAD 83(1986)-  42 56 23.63849(N)    108 47 42.11462(W) AD(       ) 3
 NS0260  NAD 27      -  42 56 23.79900(N)    108 47 39.69600(W) AD(       ) 3
 NS0260  NGVD 29 (07/19/86) 1674.28   (m)         5493.0    (f) LEVELING    3  
 NS0260
 NS0260.Superseded values are not recommended for survey control.
 NS0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0260.See file dsdata.txt to determine how the superseded data were derived.
 NS0260
 NS0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7990256500(NAD 83)
 NS0260_MARKER: DD = SURVEY DISK
 NS0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0260
 NS0260  HISTORY     - Date     Condition        Report By
 NS0260  HISTORY     - 1950     MONUMENTED       USGS
 NS0260  HISTORY     - 1951     GOOD             USGS
 NS0260
 NS0260                          STATION DESCRIPTION
 NS0260
 NS0260'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0260'SURFACE MARK WAS DESTROYED BUT A USGS STANDARD TABLET WAS SET
 NS0260'ON TOP OF SUB-SURFACE MARK.  IT IS 8.1 MILES NW OF HIGH SCHOOL IN
 NS0260'LANDER ALONG U.S. HWY 287, 200 FEET N AND 3 FEET LOWER THAN
 NS0260'Y-JUNCTION OF N-S ROAD AND HIGHWAY NW.  IT IS A STANDARD TABLET
 NS0260'STAMPED MILL 1950 5493 SET IN CONCRETE POST, PROJECTING 1.5 FEET
 NS0260'ABOVE GROUND.
 NS0260'
 NS0260'THE REFERENCE MARKS ARE EVIDENTLY DESTROYED.  THE ORIGINAL
 NS0260'DESCRIPTION IS ADEQUATE.
 NS0260'
 NS0260'ABOUT 8 MILES NORTH OF LANDER AND 7 MILES SOUTH OF FORT WASHAKIE,
 NS0260'AT CURVE IN STATE HIGHWAY 287, IN V OF INTERSECTION WHERE DIRT
 NS0260'ROAD GOES NORTH AND PAVED HIGHWAY CURVES TO LEFT TOWARDS FORT
 NS0260'WASHAKIE, 17.4 METERS (57 FEET) NORTHEAST OF CENTER LINE OF
 NS0260'HIGHWAY 287, 10.0 METERS (33 FEET) WEST OF CENTER LINE OF
 NS0260'GRADED ROAD, IN LINE WITH RIGHT-OF-WAY FENCE OF GRADED ROAD,
 NS0260'ABOUT 200 FEET NORTHWEST OF SMALL YELLOW HOUSE, AND 5.8 METERS
 NS0260'(19 FEET) SOUTH OF SOUTHEAST CORNER FENCE POST.  TO REACH FROM
 NS0260'LANDER, GO NORTH ON STATE HIGHWAY 287 ABOUT 8 MILES TO CURVE
 NS0260'TO LEFT WHERE DIRT ROAD GOES NORTH.  STATION IS IN ACUTE
 NS0260'INTERSECTION.  THERE ARE 8 MAIL BOXES IN INTERSECTION,
 NS0260'WHITE HOUSE ON LEFT, AND YELLOW HOUSE ON RIGHT.  SURFACE
 NS0260'AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 NS0260'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 NS0260'CONCRETE.  NO. 1 IS 8.8 METERS (29 FEET) WEST OF
 NS0260'CENTER LINE OF NORTH-SOUTH GRADED ROAD, 13.7 METERS (45 FEET)
 NS0260'NORTHEAST OF CENTER LINE OF HIGHWAY 287, 20.4 METERS (67
 NS0260'FEET) NORTHWEST OF HIGHWAY SIGN STOP, AND 11.672 METERS (38.29
 NS0260'FEET) SOUTH OF STATION S 04 DEG 48 MIN E.
 NS0260'IS 13.8 METERS (45 FEET) NORTH-NORTHEAST OF CENTER LINE OF
 NS0260'HIGHWAY 287, 13.9 METERS (46 FEET) WEST OF SOUTHEAST CORNER
 NS0260'FENCE POST, 21.0 METERS (69 FEET) WEST OF CENTER LINE OF
 NS0260'NORTH-SOUTH GRADED ROAD, AND 17.881 METERS (58.66 FEET)
 NS0260'NORTHWEST OF STATION N 38 DEG 50 MIN W.  AZIMUTH
 NS0260'MARK IS ON LOW RISE, 15 PACES NORTH OF CENTER LINE OF
 NS0260'HIGHWAY 287, 8 PACES SOUTH OF RIGHT-OF-WAY FENCE, AND 0.5 MILE
 NS0260'NORTHWEST OF STATION N 52 DEG 39 MIN W.
 NS0260
 NS0260                          STATION RECOVERY (1951)
 NS0260
 NS0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0260'STATION RECOVERED IN GOOD CONDITION.
 NS0260'REFERENCE MARK NO. 1 NOT RECOVERED.  REFERENCE MARK NO. 2 IS 58.48
 NS0260'FT. N 38 DEGREES 53 MINUTES, SE.  TABLET IS SET
 NS0260'LOOSELY IN STEEL PIPE.
 NS0260'
 NS0260'STATION MARK--STANDARD TABLET STAMPED---MILL 1950 5493---, SET IN
 NS0260'CONCRETE POST PROJECTING 1.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0657 ***********************************************************************
 MP0657  DESIGNATION -  MILLER
 MP0657  PID         -  MP0657
 MP0657  STATE/COUNTY-  WY/CARBON
 MP0657  USGS QUAD   -  PINE GROVE RANCH (1961)
 MP0657
 MP0657                         *CURRENT SURVEY CONTROL
 MP0657  ___________________________________________________________________
 MP0657* NAD 83(1993)-  41 28 38.35812(N)    107 19 32.05569(W)     ADJUSTED  
 MP0657* NAVD 88     -      2565.2    (meters)    8416.     (feet)  VERTCON   
 MP0657  ___________________________________________________________________
 MP0657  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 MP0657  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 MP0657
 MP0657  HORZ ORDER  -  SECOND
 MP0657
 MP0657.The horizontal coordinates were established by classical geodetic methods
 MP0657.and adjusted by the National Geodetic Survey in January 1997..
 MP0657
 MP0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0657
 MP0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0657
 MP0657.The geoid height was determined by GEOID03.
 MP0657
 MP0657;                    North         East     Units Scale Factor Converg.
 MP0657;SPC WYEC     -   208,528.429   400,648.309   MT  0.99993751   +0 00 18.5
 MP0657;UTM  13      - 4,594,357.240   305,827.061   MT  1.00006401   -1 32 26.7
 MP0657
 MP0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0657!SPC WYEC     -   0.99959981  x   0.99993751  =   0.99953735
 MP0657!UTM  13      -   0.99959981  x   1.00006401  =   0.99966380
 MP0657
 MP0657|---------------------------------------------------------------------|
 MP0657| PID    Reference Object                     Distance      Geod. Az  |
 MP0657|                                                           dddmmss.s |
 MP0657| CP6242 MILLER RM 2                          10.622 METERS 01409     |
 MP0657| CP6241 MILLER RM 1                          11.123 METERS 27625     |
 MP0657| CP6240 MILLER AZ MK                                       2843500.9 |
 MP0657|---------------------------------------------------------------------|
 MP0657
 MP0657                          SUPERSEDED SURVEY CONTROL
 MP0657
 MP0657  NAD 83(1986)-  41 28 38.34758(N)    107 19 32.04669(W) AD(       ) 2
 MP0657  NAD 27      -  41 28 38.49100(N)    107 19 29.84700(W) AD(       ) 2
 MP0657  NGVD 29 (07/19/86) 2563.9    (m)         8412.     (f) VERT ANG       
 MP0657
 MP0657.Superseded values are not recommended for survey control.
 MP0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0657.See file dsdata.txt to determine how the superseded data were derived.
 MP0657
 MP0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF0582794357(NAD 83)
 MP0657_MARKER: DS = TRIANGULATION STATION DISK
 MP0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0657
 MP0657  HISTORY     - Date     Condition        Report By
 MP0657  HISTORY     - 1937     MONUMENTED       CGS
 MP0657  HISTORY     - 1948     GOOD             CGS
 MP0657  HISTORY     - 1955     GOOD             USGS
 MP0657  HISTORY     - 1961     GOOD             USGS
 MP0657
 MP0657                          STATION DESCRIPTION
 MP0657
 MP0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0657'ABOUT 31 MILES NORTH AND 11 MILES EAST OF DIXON, WYO.  STATION
 MP0657'IS LOCATED ON THE HIGHEST POINT OF A BARE FLAT TOPPED HILL
 MP0657'ON THE CONTINENTAL DIVIDE.  STATION IS ON THE WESTERN SIDE
 MP0657'OF THE HILL AND IS ABOUT 0.2 MILES EAST OF A NORTH AND SOUTH
 MP0657'TRACK ROAD.  R.M. NO. 1 IS NORTH NORTHWEST OF THE STATION AT
 MP0657'ABOUT THE SAME ELEVATION.  R.M. NO. 2 IS EAST NORTHEAST OF
 MP0657'THE STATION AND ABOUT TWO FEET LOWER IN ELEVATION.  AZIMUTH
 MP0657'MARK IS ABOUT 0.2 MILES WEST OF THE STATION, ABOUT 150 FEET
 MP0657'WEST OF THE ROAD AND ABOUT 30 FEET EAST NORTHEAST OF A ROCK
 MP0657'CAIRN.
 MP0657'
 MP0657'STATION IS REACHED FROM DIXON, WYO. BY GOING NORTH ON A
 MP0657'GRADED DIRT ROAD FOR 5.6 MILES TO A BRIDGE OVER COTTONWOOD
 MP0657'CREEK.  THENCE CROSS BRIDGE AND CONTINUE FOR 0.85 MILES TO
 MP0657'AN OLD FORK.  THENCE TAKE RIGHT FORK ON GRADED ROAD EAST UP
 MP0657'RIDGE AND NORTH ALONG TOP OF RIDGE FOR 5.6 MILES TO A FORK
 MP0657'AT THE CORNER OF A FIELD.  THENCE LEFT FORK FOR 0.05 MILES
 MP0657'TO ANOTHER FORK.  THENCE RIGHT FORK ON MAIN TRAVELED TRAIL
 MP0657'ROAD NORTHWEST FOR 0.25 MILES, TO CROSS ROADS.  THENCE RIGHT
 MP0657'FORK NORTHERLY ALONG A FENCE FOR 2.7 MILES.  THENCE RIGHT,
 MP0657'NORTH, ON A SECTION LINE ROAD FOR 1.75 MILES TO A FORK.
 MP0657'THENCE RIGHT FORK NORTHEASTERLY FOR 0.4 MILES TO A FORK.
 MP0657'THENCE TAKE LEFT FORK, NORTHERLY, KEEPING TO THE RIGHT
 MP0657'OF A BUTTE FOR 1.6 MILES TO A GATE AND A FORK.  PASS THRU
 MP0657'GATE AND TAKE LEFT FORK FOR 0.95 MILES TO ANOTHER
 MP0657'GATE.  PASS THRU GATE AND CONTINUE FOR 0.35 MILES TO A
 MP0657'FORK.  THENCE GO STRAIGHT AHEAD ON RIGHT FORK, MAIN TRAVELED
 MP0657'ROAD, EAST AND NORTHEAST FOR 0.5 MILES TO ANOTHER FORK.
 MP0657'THENCE STRAIGHT AHEAD ON LEFT FORK, MAIN TRAVELED ROAD, FOR
 MP0657'2.9 MILES TO WHERE A WELL TRAVELED ROAD COMES IN ON THE RIGHT.
 MP0657'THENCE KEEP LEFT AND CONTINUE NORTH AND NORTHEAST ON A
 MP0657'BLADED ROAD FOR 5.35 MILES TO A RANCH WITH A LARGE GRAY BARN.
 MP0657'THENCE CONTINUE STRAIGHT AHEAD ON A BLADED ROAD UP A
 MP0657'CANYON, NORTHEASTERLY, FOR 4.3 MILES TO THE TOP OF THE
 MP0657'CONTINENTAL DIVE.  THENCE CONTINUE STRAIGHT AHEAD DOWN
 MP0657'HILL ON MAIN ROAD FOR 1.1 MILES TO A DIM TRAIL ROAD GOING TO
 MP0657'THE LEFT JUST 0.1 MILES AFTER PASSING THRU A CATTLE GUARD.
 MP0657'THENCE LEAVE GRADED ROAD, TURN LEFT ON THIS ROAD AND FOLLOW
 MP0657'IT SOUTH AND WEST FOR 2.3 MILES TO A CATTLE GUARD.  PASS THRU
 MP0657'CATTLE GUARD AND CONTINUE WEST AND NORTH FOR 2.55 MILES TO
 MP0657'A FORK.  THENCE TAKE RIGHT FORK NORTHERLY ON MAIN TRAVELED
 MP0657'ROAD FOR 1.80 MILES TO A POINT ON TOP OF RIDGE WHERE THERE
 MP0657'IS A ROCK CAIRN ABOUT 75 YARDS TO THE LEFT.  THENCE LEAVE ROAD,
 MP0657'TURN RIGHT AND GO UP HILL THRU THE SAGE BRUSH SOUTHEASTERLY
 MP0657'FOR 0.15 MILES TO THE TOP OF HILL AND THE STATION SITE.
 MP0657
 MP0657                          STATION RECOVERY (1948)
 MP0657
 MP0657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0657'STATION MARK AND ALL REFERENCE MARKS RECOVERED AS DESCRIBED
 MP0657'AND FOUND IN GOOD CONDITION, EXCEPT FOR THE DISTANCE TO
 MP0657'REFERENCE MARK NO. 2.  THE CORRECT DISTANCE IS SHOWN BELOW.
 MP0657'THE DISTANCE WAS CHECKED IN THE FIELD.
 MP0657'
 MP0657'THE STATION IS LOCATED ABOUT 26 MILES AIRLINE WEST OF SARATOGA,
 MP0657'ABOUT 23 MILES AIRLINE SOUTH-SOUTHWEST OF RAWLINS, ABOUT 0.15
 MP0657'MILE AIRLINE EAST OF A GRADED ROAD, ON THE WEST SIDE AND THE
 MP0657'HIGHEST POINT OF A BARE FLAT-TOPPED HILL ON THE CONTINENTAL
 MP0657'DIVIDE.  THE STATION MARK IS 10 FEET WEST OF A CAIRN WITH A
 MP0657'WHITE WITNESS POST IN THE CENTER,
 MP0657'PROJECTS 10 INCHES AND STAMPED, MILLER 1937.
 MP0657'
 MP0657'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MP0657'STATION MARK, PROJECTS 10 INCHES AND
 MP0657'STAMPED, MILLER NO 1 1937.
 MP0657'
 MP0657'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MP0657'STATION MARK, PROJECTS 10 INCHES AND
 MP0657'STAMPED, MILLER NO 2 1937.
 MP0657'
 MP0657'THE AZIMUTH MARK IS ON THE TOP OF A SMALL KNOLL ABOUT 150 FEET
 MP0657'WEST OF THE ROAD, 3 FEET NORTH OF CAIRN WITH A WHITE WITNESS
 MP0657'POST IN THE CENTER, PROJECTS 8 INCHES
 MP0657'AND STAMPED, MILLER 1937.
 MP0657'
 MP0657'TO REACH THE STATION FROM THE POST OFFICE IN RAWLINS, GO SOUTH
 MP0657'ON 6TH STREET ACROSS THE RAILROAD TRACKS FOR 0.3 MILE TO
 MP0657'HUGHES STREET.  TURN RIGHT, WEST, ON HUGHES STREET AND GO
 MP0657'0.2 MILE TO BENNETT STREET.  TURN LEFT, SOUTH, ON BENNETT
 MP0657'STREET AND FOLLOW GRADED ROAD FOR 9.8 MILES TO AN OIL FIELD
 MP0657'ON THE RIGHT, WEST.  CONTINUE ON THE MAIN GRADED ROAD FOR
 MP0657'6.0 MILES TO A WOODEN BRIDGE.  CONTINUE STRAIGHT AHEAD FOR
 MP0657'0.5 MILE TO A GRADED ROAD ON THE RIGHT, WEST.  TURN RIGHT,
 MP0657'WEST, AND GO 5.1 MILES TO FORK JUST AFTER REACHING THE TOP
 MP0657'OF A LARGE HILL.  TAKE LEFT FORK FOR 3.7 MILES TO THE TOP
 MP0657'OF A RIDGE (THE AZIMUTH MARK IS 150 FEET WEST OF THE ROAD
 MP0657'AT THIS POINT).  HERE TURN LEFT, EAST, AND GO ACROSS
 MP0657'COUNTRY 0.15 MILE TO THE HIGHEST POINT AND STATION.  A
 MP0657'DRIVE STATION.
 MP0657'
 MP0657'OBSERVATIONS MADE FROM A 1.1 METER TRIPOD.
 MP0657
 MP0657                          STATION RECOVERY (1955)
 MP0657
 MP0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MP0657'TO REACH STATION FROM THE POST OFFICE IN RAWLINS PROCEED EAST
 MP0657'FOR 7 BLOCKS TO WASHINGTON STREET.  TURN RIGHT PASS THROUGH
 MP0657'RAILROAD UNDERPASS AND GO 4 BLOCKS TO HUGUS STREET.  TURN
 MP0657'RIGHT, (W) GO 6 BLOCKS AND THEN TURN LEFT FOR 1 BLOCK.  MAKE
 MP0657'HALF RIGHT TURN AND FOLLOW HIGHWAY FOR 8.9 MILES TO HATFIELD
 MP0657'OILFIELD ON RIGHT.  FROM THIS POINT FOLLOW C AND GS DESCRIPTION
 MP0657'TO STATION.
 MP0657
 MP0657                          STATION RECOVERY (1961)
 MP0657
 MP0657'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MP0657'RECOVERED.
 MP0657'
 MP0657'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE POST, STAMPED
 MP0657'---MILLER 1937---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0630 ***********************************************************************
 NT0630  DESIGNATION -  MILLER
 NT0630  PID         -  NT0630
 NT0630  STATE/COUNTY-  WY/LINCOLN
 NT0630  USGS QUAD   -  FORT HILL (1985)
 NT0630
 NT0630                         *CURRENT SURVEY CONTROL
 NT0630  ___________________________________________________________________
 NT0630* NAD 83(1993)-  42 13 20.62083(N)    110 27 41.05660(W)     ADJUSTED  
 NT0630* NAVD 88     -      2777.     (meters)    9111.     (feet)  VERTCON   
 NT0630  ___________________________________________________________________
 NT0630  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 NT0630  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 NT0630
 NT0630  HORZ ORDER  -  THIRD
 NT0630
 NT0630.The horizontal coordinates were established by classical geodetic methods
 NT0630.and adjusted by the National Geodetic Survey in January 1997..
 NT0630
 NT0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0630
 NT0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0630
 NT0630.The geoid height was determined by GEOID03.
 NT0630
 NT0630;                    North         East     Units Scale Factor Converg.
 NT0630;SPC WY W     -   291,347.963   768,787.740   MT  0.99994948   -0 15 14.7
 NT0630;UTM  12      - 4,674,609.329   544,449.602   MT  0.99962431   +0 21 43.0
 NT0630
 NT0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0630!SPC WY W     -   0.99956652  x   0.99994948  =   0.99951602
 NT0630!UTM  12      -   0.99956652  x   0.99962431  =   0.99919100
 NT0630
 NT0630:                Primary Azimuth Mark                     Grid Az
 NT0630:SPC WY W     -  FORT HILL                                171 04 03.4
 NT0630:UTM  12      -  FORT HILL                                170 27 05.7
 NT0630
 NT0630|---------------------------------------------------------------------|
 NT0630| PID    Reference Object                     Distance      Geod. Az  |
 NT0630|                                                           dddmmss.s |
 NT0630| NT0629 FORT HILL                           APPROX. 6.2 KM 1704848.7 |
 NT0630|---------------------------------------------------------------------|
 NT0630
 NT0630                          SUPERSEDED SURVEY CONTROL
 NT0630
 NT0630  NAD 83(1993)-  42 13 20.61689(N)    110 27 41.05687(W) AD(       ) 3
 NT0630  NAD 83(1986)-  42 13 20.60928(N)    110 27 41.05111(W) AD(       ) 3
 NT0630  NAD 27      -  42 13 20.82938(N)    110 27 38.44462(W) AD(       ) 3
 NT0630  NGVD 29 (07/19/86) 2776.     (m)         9108.     (f) VERT ANG       
 NT0630
 NT0630.Superseded values are not recommended for survey control.
 NT0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0630.See file dsdata.txt to determine how the superseded data were derived.
 NT0630
 NT0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4445074609(NAD 83)
 NT0630_MARKER: DD = SURVEY DISK
 NT0630_SETTING: 66 = SET IN ROCK OUTCROP
 NT0630_SP_SET: SET IN ROCK OUTCROP
 NT0630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0630+STABILITY: POSITION/ELEVATION WELL
 NT0630
 NT0630  HISTORY     - Date     Condition        Report By
 NT0630  HISTORY     - 1944     MONUMENTED       USGS
 NT0630
 NT0630                          STATION DESCRIPTION
 NT0630
 NT0630'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 NT0630'LOCATED ON MILLER MOUNTAIN, A LARGE MOUNTAIN 12.0 MI. W. OF LA BARGE
 NT0630'POST OFFICE.  THIS MOUNTAIN DRAINS INTO MILLER, LA BARGE, MUDDY AND
 NT0630'DUTCH GEORGE CREEKS.  STATION IS ON TOP OF SECOND TOP FROM S. END OF
 NT0630'MOUNTAIN AND ABOUT 2 MI. N. OF CONSPICIOUS ---OIL RIG--- ON RIDGE
 NT0630'CONNECTING WITH FORT HILL.
 NT0630'
 NT0630'TO REACH STATION FROM LA BARGE, DRIVE S. ON U.S. HIGHWAY 189, AT 7.3
 NT0630'MI. TURN W. UP MUDDY CREEK RD. FOR 7.2 MI. TO RANCH, PASS AMONG
 NT0630'BUILDINGS N.AND THEN W. AND FINALLY N. AGAIN ON OUTSIDE OF FENCE, AT
 NT0630'1.0 MI. N. OF RANCHHOUSE, TAKE LEFT AND DRIVE W. UP DRAW AND RIDGE TO
 NT0630'SUMMIT 8.0 MI. FROM RANCH AND 1000 FT. NW. OF ---OIL RIG---, DRIVE
 NT0630'N. 1.0 MI. TO RD. FORK AT FOOT OF S. TOP OF MILLER MOUNTAIN, AND WALK
 NT0630'1.0 MI. N. TO NEXT TOP AND STATION.
 NT0630'
 NT0630'STATION MARK - STANDARD TABLET STAMPED ---MILLER 1944--- CEMENTED IN
 NT0630'QUARTZITE ROCK.
 NT0630'
 NT0630'REFERENCE MARK NO.1 - CROSS CUT ON ROCK, 41.08 FT. FROM STATION MARK,
 NT0630'S 00 DEG 45 MIN W.
 NT0630'
 NT0630'REFERENCE MARK NO.2 - CROSS CUT ON ROCK, 17.52 FT. FROM STATION MARK,
 NT0630'N 39 DEG 56 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0503 ***********************************************************************
 NQ0503  DESIGNATION -  MILLER
 NQ0503  PID         -  NQ0503
 NQ0503  STATE/COUNTY-  WY/PLATTE
 NQ0503  USGS QUAD   -  DWYER (1990)
 NQ0503
 NQ0503                         *CURRENT SURVEY CONTROL
 NQ0503  ___________________________________________________________________
 NQ0503* NAD 83(1993)-  42 14 07.46103(N)    104 54 44.01737(W)     ADJUSTED  
 NQ0503* NAVD 88     -      1504.     (meters)    4934.     (feet)  SCALED    
 NQ0503  ___________________________________________________________________
 NQ0503  LAPLACE CORR-          -8.01  (seconds)                    DEFLEC99
 NQ0503  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NQ0503
 NQ0503  HORZ ORDER  -  SECOND
 NQ0503
 NQ0503.The horizontal coordinates were established by classical geodetic methods
 NQ0503.and adjusted by the National Geodetic Survey in January 1997..
 NQ0503
 NQ0503.The orthometric height was scaled from a topographic map.
 NQ0503
 NQ0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0503
 NQ0503.The geoid height was determined by GEOID03.
 NQ0503
 NQ0503;                    North         East     Units Scale Factor Converg.
 NQ0503;SPC WY E     -   192,755.265   221,001.336   MT  0.99994292   +0 10 15.7
 NQ0503;UTM  13      - 4,675,917.332   507,242.294   MT  0.99960065   +0 03 32.4
 NQ0503
 NQ0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0503!SPC WY E     -   0.99976645  x   0.99994292  =   0.99970938
 NQ0503!UTM  13      -   0.99976645  x   0.99960065  =   0.99936719
 NQ0503
 NQ0503:                Primary Azimuth Mark                     Grid Az
 NQ0503:SPC WY E     -  GUERNSEY                                 050 55 11.6
 NQ0503:UTM  13      -  GUERNSEY                                 051 01 54.9
 NQ0503
 NQ0503|---------------------------------------------------------------------|
 NQ0503| PID    Reference Object                     Distance      Geod. Az  |
 NQ0503|                                                           dddmmss.s |
 NQ0503| NQ0511 GUERNSEY                            APPROX. 8.8 KM 0510527.3 |
 NQ0503| CP9993 MILLER B RM 1                        62.972 METERS 16303     |
 NQ0503| CP9994 MILLER B RM 2                        64.468 METERS 20059     |
 NQ0503| CP9992 MILLER B AZ MK                                     2591124.3 |
 NQ0503|---------------------------------------------------------------------|
 NQ0503
 NQ0503                          SUPERSEDED SURVEY CONTROL
 NQ0503
 NQ0503  NAD 83(1986)-  42 14 07.44008(N)    104 54 44.01101(W) AD(       ) 2
 NQ0503  NAD 27      -  42 14 07.54850(N)    104 54 42.11740(W) AD(       ) 2
 NQ0503
 NQ0503.Superseded values are not recommended for survey control.
 NQ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0503.See file dsdata.txt to determine how the superseded data were derived.
 NQ0503
 NQ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0724275917(NAD 83)
 NQ0503_MARKER: I = METAL ROD
 NQ0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0503
 NQ0503  HISTORY     - Date     Condition        Report By
 NQ0503  HISTORY     - 1963     MONUMENTED       CGS
 NQ0503  HISTORY     - 1965     GOOD             WYHD
 NQ0503
 NQ0503                          STATION DESCRIPTION
 NQ0503
 NQ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0503'THE STATION IS LOCATED ON A SMALL HILL ABOUT 9 MILES WEST AND 2
 NQ0503'MILES SOUTH OF GUERNESY.  IN THE SE 1/4 OF SECTION 8, T26N
 NQ0503'R67W., ON PROPERTY OWNED BY JULIUS MILLER.
 NQ0503'
 NQ0503'TO REACH FROM THE POST OFFICE IN GUERNSEY, GO NORTH FOR 1 BLOCK
 NQ0503'TO U.S. HIGHWAY 26, TURN LEFT AND GO WEST ON U.S. HIGHWAY 26
 NQ0503'FOR 9.9 MILES TO A SMALL HILL ON THE RIGHT AND STATION ON
 NQ0503'THE TOP OF THE HILL.
 NQ0503'
 NQ0503'THE STATION MARK IS A 3-INCH ROUND IRON PIPE THAT PROJECTS
 NQ0503'3 FEET ABOVE THE GROUND AND SET IN A ROUND BLOCK OF CONCRETE.
 NQ0503'THERE IS A TRIANGLE CUT IN THE TOP END OF THE PIPE AND BEARS
 NQ0503'NO STAMPING.  IT IS 251 FEET NORTH OF THE CENTER LINE OF U.S.
 NQ0503'HIGHWAY 26 AND 200 FEET NORTH OF A FENCE.
 NQ0503'
 NQ0503'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MILLER NO 1 1963,
 NQ0503'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 NQ0503'1-INCH.  IT IS 53 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 NQ0503'26 AND 1 FOOT NORTH OF A FENCE.
 NQ0503'
 NQ0503'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MILLER NO 2 1963,
 NQ0503'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 NQ0503'1-INCH.  IT IS 53 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 NQ0503'26 AND 1 FOOT NORTH OF A FENCE.
 NQ0503'
 NQ0503'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILLER 1963, SET
 NQ0503'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 NQ0503'2-INCHES.  IT IS 48 FEET SOUTH OF THE CENTER LINE OF U.S.
 NQ0503'HIGHWAY 26, 2.3 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF
 NQ0503'A FENCE.
 NQ0503'
 NQ0503'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 NQ0503'HIGHWAY 26 FOR 0.3 MILE TO A GATE ON THE LEFT AND THE AZIMUTH
 NQ0503'MARK JUST EAST OF THE GATE.
 NQ0503
 NQ0503                          STATION RECOVERY (1965)
 NQ0503
 NQ0503'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1965 (MGM)
 NQ0503'MILLER-GOOD
 NQ0503'
 NQ0503'IMMINENT CONSTRUCTION BY WYO. HIGHWAY DEPARTMENT WILL OBLITERATE
 NQ0503'THE MILLER AZIMUTH MARK IN ITS PRESENT LOCATION.  PLEASE ADVISE
 NQ0503'ACTION DESIRED TO PRESERVE THIS MARK IF YOU DESIRE TO DO SO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0588 ***********************************************************************
 NQ0588  DESIGNATION -  MILLER
 NQ0588  PID         -  NQ0588
 NQ0588  STATE/COUNTY-  WY/CONVERSE
 NQ0588  USGS QUAD   -  DOUGLAS (1974)
 NQ0588
 NQ0588                         *CURRENT SURVEY CONTROL
 NQ0588  ___________________________________________________________________
 NQ0588* NAD 83(1993)-  42 48 28.82290(N)    105 29 55.12406(W)     ADJUSTED  
 NQ0588* NAVD 88     -      1604.     (meters)    5262.     (feet)  VERTCON   
 NQ0588  ___________________________________________________________________
 NQ0588  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 NQ0588  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NQ0588
 NQ0588  HORZ ORDER  -  THIRD
 NQ0588
 NQ0588.The horizontal coordinates were established by classical geodetic methods
 NQ0588.and adjusted by the National Geodetic Survey in January 1997..
 NQ0588
 NQ0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0588
 NQ0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0588
 NQ0588.The geoid height was determined by GEOID03.
 NQ0588
 NQ0588;                    North         East     Units Scale Factor Converg.
 NQ0588;SPC WY E     -   256,379.826   172,847.673   MT  0.99994657   -0 13 32.1
 NQ0588;UTM  13      - 4,739,615.148   459,229.864   MT  0.99962045   -0 20 19.9
 NQ0588
 NQ0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0588!SPC WY E     -   0.99975077  x   0.99994657  =   0.99969735
 NQ0588!UTM  13      -   0.99975077  x   0.99962045  =   0.99937131
 NQ0588
 NQ0588                          SUPERSEDED SURVEY CONTROL
 NQ0588
 NQ0588  NAD 83(1986)-  42 48 28.80308(N)    105 29 55.11012(W) AD(       ) 3
 NQ0588  NAD 27      -  42 48 28.92111(N)    105 29 53.14930(W) AD(       ) 3
 NQ0588  NGVD 29 (07/19/86) 1603.     (m)         5259.     (f) VERT ANG       
 NQ0588
 NQ0588.Superseded values are not recommended for survey control.
 NQ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0588.See file dsdata.txt to determine how the superseded data were derived.
 NQ0588
 NQ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5923039615(NAD 83)
 NQ0588_MARKER: DD = SURVEY DISK
 NQ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0588+STABILITY: SURFACE MOTION
 NQ0588
 NQ0588  HISTORY     - Date     Condition        Report By
 NQ0588  HISTORY     - 1948     MONUMENTED       USGS
 NQ0588
 NQ0588                          STATION DESCRIPTION
 NQ0588
 NQ0588'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0588'LOCATED ON THE HIGHEST OF SEVERAL HILLS IN IMMEDIATE VICINITY.  SPARSE
 NQ0588'COVERING PONDEROSA PINE TREES TO W., N. AND E.  ABOUT 3.00 MI. S. OF
 NQ0588'ORPHA, WYOMING.  LOCATED APPROXIMATELY IN N. 1/2 SEC. 28, TWP. 33 N.,
 NQ0588'R 72 W.
 NQ0588'
 NQ0588'TO REACH FROM DOUGLAS, FROM CHICAGO AND NORTHWESTERN RAILROAD DEPOT,
 NQ0588'GO N. AND W. ON U.S. HIGHWAY 20, 2.40 MI. TO RD. FORK N.  TAKE RIGHT
 NQ0588'FORK (N.) FOR 2.35 MI. TO RD. FORKS N. AND W.  TAKE LEFT FORK (W.)
 NQ0588'JUST BEFORE CROSSING RAILROAD TRACKS AND GO 3.35 MI. TO RAILROAD
 NQ0588'CROSSING AND T-RD. S. AT MAILBOX OF R. H. PACKARD.  TURN S. ON FARM
 NQ0588'RD. AND GO THROUGH GATE (WOOD) IN FENCE JUST E. OF CATTLEGUARD OF
 NQ0588'FARM RD.  GO E. UPHILL FOR 0.30 MI. TO FENCE CORNER OF S. AND W.
 NQ0588'FENCE, TURN S. AND FOLLOW RD. UP E. SIDE OF FENCE FOR 1.35 MI. TO A
 NQ0588'FENCE CORNER OF FENCE N. AND E.  GO THROUGH WOODEN GATE IN N. FENCE,
 NQ0588'THENCE SE. TO RD., CONTINUE S. 0.40 MI. TO TOP OF RIDGE, THENCE W. ON
 NQ0588'DIM TRACKS FOR 0.60 MI. TO TOP OF HILL AND STATION.
 NQ0588'
 NQ0588'STATION MARK--A MILLER GEOPHYSICAL CO. TRIANGULATION STATION TABLET
 NQ0588'STAMPED ---MILLER U.S.G.S. 1947---, RESET IN 8 BY 8 IN. BY 4 FT.
 NQ0588'CONCRETE POST.
 NQ0588'
 NQ0588'REFERENCE MARK NO. 1--A 1.00 IN. IRON PIPE EXTENDING 8 IN. ABOVE
 NQ0588'GROUND, 22.95 FT. SW. OF STATION MARK.
 NQ0588'
 NQ0588'REFERENCE MARK NO. 2--A 1.00 IN. IRON PIPE EXTENDING 8 IN. ABOVE
 NQ0588'GROUND, 25.45 FT. N-NW. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0518 ***********************************************************************
 PV0518  DESIGNATION -  MILLER
 PV0518  PID         -  PV0518
 PV0518  STATE/COUNTY-  WY/CROOK
 PV0518  USGS QUAD   -  EDITH CREEK (1984)
 PV0518
 PV0518                         *CURRENT SURVEY CONTROL
 PV0518  ___________________________________________________________________
 PV0518* NAD 83(1993)-  44 28 27.63772(N)    104 58 33.54850(W)     ADJUSTED  
 PV0518* NAVD 88     -      1389.0    (meters)    4557.     (feet)  VERTCON   
 PV0518  ___________________________________________________________________
 PV0518  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 PV0518  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PV0518
 PV0518  HORZ ORDER  -  THIRD
 PV0518
 PV0518.The horizontal coordinates were established by classical geodetic methods
 PV0518.and adjusted by the National Geodetic Survey in January 1997..
 PV0518
 PV0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0518
 PV0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0518
 PV0518.The geoid height was determined by GEOID03.
 PV0518
 PV0518;                    North         East     Units Scale Factor Converg.
 PV0518;SPC WY E     -   441,471.313   215,170.475   MT  0.99994033   +0 08 00.9
 PV0518;UTM  13      - 4,924,559.639   501,909.920   MT  0.99960004   +0 01 00.6
 PV0518
 PV0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0518!SPC WY E     -   0.99978448  x   0.99994033  =   0.99972482
 PV0518!UTM  13      -   0.99978448  x   0.99960004  =   0.99938461
 PV0518
 PV0518:                Primary Azimuth Mark                     Grid Az
 PV0518:SPC WY E     -  OSHOTO                                   327 23 16.6
 PV0518:UTM  13      -  OSHOTO                                   327 30 16.9
 PV0518
 PV0518|---------------------------------------------------------------------|
 PV0518| PID    Reference Object                     Distance      Geod. Az  |
 PV0518|                                                           dddmmss.s |
 PV0518| PV0537 OSHOTO                              APPROX. 8.9 KM 3273117.5 |
 PV0518|---------------------------------------------------------------------|
 PV0518
 PV0518                          SUPERSEDED SURVEY CONTROL
 PV0518
 PV0518  NAD 83(1986)-  44 28 27.62566(N)    104 58 33.52820(W) AD(       ) 3
 PV0518  NAD 27      -  44 28 27.68840(N)    104 58 31.60834(W) AD(       ) 3
 PV0518  NGVD 29 (07/19/86) 1388.4    (m)         4555.     (f) VERT ANG       
 PV0518
 PV0518.Superseded values are not recommended for survey control.
 PV0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0518.See file dsdata.txt to determine how the superseded data were derived.
 PV0518
 PV0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK0191024560(NAD 83)
 PV0518_MARKER: DD = SURVEY DISK
 PV0518_SETTING: 80 = SET IN A BOULDER
 PV0518_SP_SET: PARTIALLY EXPOSED BOULDER
 PV0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0518+STABILITY: SURFACE MOTION
 PV0518
 PV0518  HISTORY     - Date     Condition        Report By
 PV0518  HISTORY     - 1953     MONUMENTED       USGS
 PV0518
 PV0518                          STATION DESCRIPTION
 PV0518
 PV0518'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0518'STATION IS LOCATED ABOUT 8.0 MI. SW. OF OSHOTO, WYOMING, ABOUT 14.0
 PV0518'MI. N. OF MOORCROFT, WYOMING, 0.5 MI. W. OF A GRAVELED RD. ON THE
 PV0518'HIGHEST POINT AND N. END OF A GRASSY RIDGE, IN SEC. 24, T 52 N, R 68
 PV0518'W.
 PV0518'
 PV0518'TO REACH FROM OSHOTO, WYOMING, POST OFFICE, GO S. ON GRADED DIRT RD.
 PV0518'FOR 8.85 MI. TO TRACK RD. W., TURN RIGHT (W.) AND FOLLOW TRACK RD. FOR
 PV0518'0.25 MI. TO FARM BUILDINGS, TURN RIGHT (N.) ON DIM TRACK RD. AND GO
 PV0518'0.9 MI. TO HIGHEST PART OF RIDGE AND STATION.
 PV0518'
 PV0518'STATION MARK--A STANDARD TABLET STAMPED ---MILLER 1953--- AND CEMENTED
 PV0518'IN A BURIED BOULDER.
 PV0518'
 PV0518'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0323 ***********************************************************************
 NS0323  DESIGNATION -  MILLER
 NS0323  PID         -  NS0323
 NS0323  STATE/COUNTY-  WY/FREMONT
 NS0323  USGS QUAD   -  ARAPAHOE (1978)
 NS0323
 NS0323                         *CURRENT SURVEY CONTROL
 NS0323  ___________________________________________________________________
 NS0323* NAD 83(1993)-  42 55 38.41756(N)    108 29 43.76227(W)     ADJUSTED  
 NS0323* NAVD 88     -      1591.8    (meters)    5222.     (feet)  VERTCON   
 NS0323  ___________________________________________________________________
 NS0323  LAPLACE CORR-          -7.65  (seconds)                    DEFLEC99
 NS0323  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 NS0323
 NS0323  HORZ ORDER  -  THIRD
 NS0323
 NS0323.The horizontal coordinates were established by classical geodetic methods
 NS0323.and adjusted by the National Geodetic Survey in January 1997..
 NS0323
 NS0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0323
 NS0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0323
 NS0323.The geoid height was determined by GEOID03.
 NS0323
 NS0323;                    North         East     Units Scale Factor Converg.
 NS0323;SPC WYWC     -   269,613.565   620,776.175   MT  0.99994281   +0 10 24.0
 NS0323;UTM  12      - 4,755,789.235   704,383.716   MT  1.00011392   +1 42 22.8
 NS0323
 NS0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0323!SPC WYWC     -   0.99975253  x   0.99994281  =   0.99969536
 NS0323!UTM  12      -   0.99975253  x   1.00011392  =   0.99986643
 NS0323
 NS0323:                Primary Azimuth Mark                     Grid Az
 NS0323:SPC WYWC     -  SCS 34                                   089 51 25.2
 NS0323:UTM  12      -  SCS 34                                   088 19 26.4
 NS0323
 NS0323|---------------------------------------------------------------------|
 NS0323| PID    Reference Object                     Distance      Geod. Az  |
 NS0323|                                                           dddmmss.s |
 NS0323| NS0178 SCS 34                              APPROX.13.3 KM 0900149.2 |
 NS0323|---------------------------------------------------------------------|
 NS0323
 NS0323                          SUPERSEDED SURVEY CONTROL
 NS0323
 NS0323  NAD 83(1986)-  42 55 38.40281(N)    108 29 43.77262(W) AD(       ) 3
 NS0323  NGVD 29 (11/06/89) 1590.8    (m)         5219.     (f) VERT ANG       
 NS0323
 NS0323.Superseded values are not recommended for survey control.
 NS0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0323.See file dsdata.txt to determine how the superseded data were derived.
 NS0323
 NS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0438455789(NAD 83)
 NS0323_MARKER: DS = TRIANGULATION STATION DISK
 NS0323_SETTING: 0 = UNSPECIFIED SETTING
 NS0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0323
 NS0323  HISTORY     - Date     Condition        Report By
 NS0323  HISTORY     - 1950     MONUMENTED       USGS
 NS0323
 NS0323                          STATION DESCRIPTION
 NS0323
 NS0323'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0323'STATION IS LOCATED APPROXIMATELY 3.5 MI. ENE. OF HUDSON AND 2 MI. S.
 NS0323'OF ARAPAHOE ON SAGE COVERED MESA OVERLOOKING LITTLE WIND RIVER, IN
 NS0323'SW. 1/4 SEC. 35, T 1 S, R 3 W.
 NS0323'
 NS0323'TO REACH STATION FROM WORLD WAR II MEMORIAL MOUNUMENT NEAR THE CENTER
 NS0323'OF HUDSON, TAKE WYOMING STATE HIGHWAY 320 TOWARD RIVERTON FOR 6.0 MI.,
 NS0323'TURN S., THROUGH GATE AND ACROSS SAGE COVERED MESA ON MAIN TRAVELED
 NS0323'RD. FOR 0.8 MI. TO CROSS-INTERSECTION, TAKE RIGHT FORK AND CONTINUE
 NS0323'FOR 0.9 MI. TO Y-INTERSECTION.  TAKE LEFT FORK FOR 0.5 MI. TO
 NS0323'MULTIPLE RD. INTERSECTION WITH (DRY) WATER HOLE ON RIGHT (W.), THENCE
 NS0323'TAKE LEFT (E.) DIM RD. WHICH LEADS UPON TOP OF SMALL MESA FOR 0.1
 NS0323'MI., HERE TURN LEFT (N.) AND DRIVE CROSS-COUNTRY FOR 0.1 MI. TO
 NS0323'STATION SITE, WHICH IS LOCATED ON THE LIP OF A SMALL MESA.
 NS0323'
 NS0323'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 2 IN.
 NS0323'ABOVE GROUND, STAMPED---WR-MILLER 1950---.
 NS0323'
 NS0323'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0338 ***********************************************************************
 NR0338  DESIGNATION -  MILLER GEOPHYSICAL MARK
 NR0338  PID         -  NR0338
 NR0338  STATE/COUNTY-  WY/NATRONA
 NR0338  USGS QUAD   -  BROOKHURST (1984)
 NR0338
 NR0338                         *CURRENT SURVEY CONTROL
 NR0338  ___________________________________________________________________
 NR0338* NAD 83(1993)-  42 50 47.05113(N)    106 07 40.70801(W)     ADJUSTED  
 NR0338* NAVD 88     -      1621.     (meters)    5318.     (feet)  SCALED    
 NR0338  ___________________________________________________________________
 NR0338  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 NR0338  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 NR0338
 NR0338  HORZ ORDER  -  SECOND
 NR0338
 NR0338.The horizontal coordinates were established by classical geodetic methods
 NR0338.and adjusted by the National Geodetic Survey in January 1997..
 NR0338
 NR0338.The orthometric height was scaled from a topographic map.
 NR0338
 NR0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0338
 NR0338.The geoid height was determined by GEOID03.
 NR0338
 NR0338;                    North         East     Units Scale Factor Converg.
 NR0338;SPC WYEC     -   361,296.389   498,524.995   MT  1.00005688   +0 49 11.1
 NR0338;SPC WY E     -   261,039.859   121,423.694   MT  1.00001343   -0 39 13.5
 NR0338;UTM  13      - 4,744,375.357   407,831.527   MT  0.99970451   -0 46 01.6
 NR0338
 NR0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0338!SPC WYEC     -   0.99974795  x   1.00005688  =   0.99980482
 NR0338!SPC WY E     -   0.99974795  x   1.00001343  =   0.99976138
 NR0338!UTM  13      -   0.99974795  x   0.99970451  =   0.99945254
 NR0338
 NR0338                          SUPERSEDED SURVEY CONTROL
 NR0338
 NR0338  NAD 83(1986)-  42 50 47.03621(N)    106 07 40.68840(W) AD(       ) 2
 NR0338  NAD 27      -  42 50 47.16100(N)    106 07 38.62800(W) AD(       ) 2
 NR0338
 NR0338.Superseded values are not recommended for survey control.
 NR0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0338.See file dsdata.txt to determine how the superseded data were derived.
 NR0338
 NR0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH0783244375(NAD 83)
 NR0338_MARKER: DD = SURVEY DISK
 NR0338_SETTING: 0 = UNSPECIFIED SETTING
 NR0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0338
 NR0338  HISTORY     - Date     Condition        Report By
 NR0338  HISTORY     - 1948     MONUMENTED       CGS
 NR0338
 NR0338                          STATION DESCRIPTION
 NR0338
 NR0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NR0338'THE STATION IS LOCATED IN T. 33N., R. 77W., ABOUT 9.5 MILES
 NR0338'AIRLINE EAST OF CASPER, ABOUT 1 MILE SOUTH OF THE NORTH PLATTE
 NR0338'RIVER, IN OPEN PASTURE LAND, ON A LOW GRASSY HILL WHICH LIES
 NR0338'BETWEEN THE OLD AND NEW HIGHWAYS 20 AND 87.
 NR0338'
 NR0338'REFERENCE MARK NO. 4, A MILLER GEOPHYSICAL COMPANY TRIANGULATION
 NR0338'STATION, IS APPROXIMATELY THE SAME ELEVATION AS STATION BLOCK USGS.
 NR0338'IT IS A 3-INCH DISK WELDED TO THE TOP OF A 1-INCH IRON PIPE,
 NR0338'WHICH IS DRIVEN INTO THE GROUND, PROJECTS 6 INCHES.  IT IS
 NR0338'NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0536 ***********************************************************************
 NR0536  DESIGNATION -  MILLS
 NR0536  PID         -  NR0536
 NR0536  STATE/COUNTY-  WY/NATRONA
 NR0536  USGS QUAD   -  POISON SPIDER (1984)
 NR0536
 NR0536                         *CURRENT SURVEY CONTROL
 NR0536  ___________________________________________________________________
 NR0536* NAD 83(1993)-  42 46 44.26215(N)    106 45 07.66841(W)     ADJUSTED  
 NR0536* NAVD 88     -      1877.4    (meters)    6159.     (feet)  VERTCON   
 NR0536  ___________________________________________________________________
 NR0536  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 NR0536  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 NR0536
 NR0536  HORZ ORDER  -  THIRD
 NR0536
 NR0536.The horizontal coordinates were established by classical geodetic methods
 NR0536.and adjusted by the National Geodetic Survey in January 1997..
 NR0536
 NR0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0536
 NR0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0536
 NR0536.The geoid height was determined by GEOID03.
 NR0536
 NR0536;                    North         East     Units Scale Factor Converg.
 NR0536;SPC WYEC     -   353,263.869   447,558.490   MT  0.99996532   +0 23 41.1
 NR0536;UTM  13      - 4,737,757.982   356,674.137   MT  0.99985273   -1 11 24.7
 NR0536
 NR0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0536!SPC WYEC     -   0.99970770  x   0.99996532  =   0.99967303
 NR0536!UTM  13      -   0.99970770  x   0.99985273  =   0.99956047
 NR0536
 NR0536:                Primary Azimuth Mark                     Grid Az
 NR0536:SPC WYEC     -  WILLOW                                   141 18 04.4
 NR0536:UTM  13      -  WILLOW                                   142 53 10.2
 NR0536
 NR0536|---------------------------------------------------------------------|
 NR0536| PID    Reference Object                     Distance      Geod. Az  |
 NR0536|                                                           dddmmss.s |
 NR0536| NR0547 WILLOW                              APPROX. 5.6 KM 1414145.5 |
 NR0536|---------------------------------------------------------------------|
 NR0536
 NR0536                          SUPERSEDED SURVEY CONTROL
 NR0536
 NR0536  NAD 83(1986)-  42 46 44.24966(N)    106 45 07.64362(W) AD(       ) 3
 NR0536  NGVD 29 (09/08/93) 1876.4    (m)         6156.     (f) VERT ANG       
 NR0536
 NR0536.Superseded values are not recommended for survey control.
 NR0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0536.See file dsdata.txt to determine how the superseded data were derived.
 NR0536
 NR0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH5667437758(NAD 83)
 NR0536_MARKER: DS = TRIANGULATION STATION DISK
 NR0536_SETTING: 0 = UNSPECIFIED SETTING
 NR0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0536
 NR0536  HISTORY     - Date     Condition        Report By
 NR0536  HISTORY     - 1947     MONUMENTED       USGS
 NR0536
 NR0536                          STATION DESCRIPTION
 NR0536
 NR0536'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NR0536'LOCATED 5 MI. S. OF POISON SPIDER OIL FIELD, AND ABOUT 20 MI. W. AND
 NR0536'4 MI. S. OF CASPER, 600 FT. W. OF SE. CORNER OF SECTION 35, T 33 N,
 NR0536'R 83 W.
 NR0536'
 NR0536'TO REACH FROM CASPER POST OFFICE, GO W. ON U.S. HIGHWAY 20 FOR 3.5 MI.
 NR0536'TO JUNCTION WITH POISON SPIDER RD., TURN LEFT AND GO SW. ON THE POISON
 NR0536'SPIDER RD. 17.4 MI. TO WOODEN BRIDGE, CONTINUE 1.1 MI. TO RD. FORK ON
 NR0536'LEFT SIDE OF RD., TURN LEFT AND GO S. ON DIRT RD. 0.2 MI., FORD CREEK
 NR0536'AND CONTINUE SW. AND W. FOR 2.9 MI. TO EARTH DAM, CONTINUE AROUND S.
 NR0536'SIDE OF DAM AND GO W. (RIGHT) FOR 0.8 MI. TO RD. FORK NEAR OLD MINE
 NR0536'SHAFT, TAKE LEFT FORK AND SW. 0.1 MI. TO T-INTERSECTION, TAKE RIGHT
 NR0536'AND GO SW. 0.4 MI. TO FORK, TAKE LEFT FORK 0.05 MI. TO FAINT
 NR0536'CROSSROADS, CONTINUE STRAIGHT AHEAD AND GO S. 0.8 MI. TO WHERE RD.
 NR0536'COMES IN FROM THE RIGHT, BEAR LEFT 0.1 MI. TO WHERE RD. COMES IN FROM
 NR0536'THE LEFT, BEAR RIGHT 0.1 MI. TO FORK, TAKE LEFT FORK AND GO E. 0.6 MI.
 NR0536'UP DRAW, TURN LEFT AND GO NE. ACROSS COUNTRY UP SLOPE FOR 0.4 MI. TO
 NR0536'HIGHEST POINT AND STATION.
 NR0536'
 NR0536'STATION MARK--STANDARD TABLET STAMPED---MILLS 1947---, AND SET IN A
 NR0536'CONCRETE MONUMENT 3 IN. ABOVE THE GROUND.
 NR0536'
 NR0536'REFERENCE MARKS--STANDARD REFERENCE TABLETS SET IN TOP OF CONCRETE
 NR0536'MONUMENTS, 4 IN. ABOVE THE GROUND.
 NR0536'
 NR0536'NO. 1--STAMPED---MILLS NO 1 1947--- AND 61.09 FT. SW. OF STATION MARK
 NR0536'IN TRUE AZIMUTH 38 DEGREES 11 MINUTES 32.3 SECONDS.
 NR0536'
 NR0536'NO. 2--STAMPED---MILLS NO 2 1947--- AND 51.51 FT. NW. OF STATION MARK
 NR0536'IN TRUE AZIMUTH 132 DEGREES 53 MINUTES 51.2 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0516 ***********************************************************************
 MP0516  DESIGNATION -  MILO
 MP0516  PID         -  MP0516
 MP0516  STATE/COUNTY-  WY/CARBON
 MP0516  USGS QUAD   -  ELK MOUNTAIN SW (1992)
 MP0516
 MP0516                         *CURRENT SURVEY CONTROL
 MP0516  ___________________________________________________________________
 MP0516* NAD 83(1993)-  41 34 40.22349(N)    106 23 38.69590(W)     ADJUSTED  
 MP0516* NAVD 88     -      2549.9    (meters)    8366.     (feet)  VERTCON   
 MP0516  ___________________________________________________________________
 MP0516  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 MP0516  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 MP0516
 MP0516  HORZ ORDER  -  SECOND
 MP0516
 MP0516.The horizontal coordinates were established by classical geodetic methods
 MP0516.and adjusted by the National Geodetic Survey in January 1997..
 MP0516
 MP0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0516
 MP0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0516
 MP0516.The geoid height was determined by GEOID03.
 MP0516
 MP0516;                    North         East     Units Scale Factor Converg.
 MP0516;SPC WYEC     -   220,117.735   478,325.422   MT  1.00001297   +0 37 24.1
 MP0516;UTM  13      - 4,603,844.374   383,784.082   MT  0.99976621   -0 55 31.0
 MP0516
 MP0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0516!SPC WYEC     -   0.99960206  x   1.00001297  =   0.99961502
 MP0516!UTM  13      -   0.99960206  x   0.99976621  =   0.99936836
 MP0516
 MP0516|---------------------------------------------------------------------|
 MP0516| PID    Reference Object                     Distance      Geod. Az  |
 MP0516|                                                           dddmmss.s |
 MP0516| CP6244 MILO RM 1                            11.088 METERS 15033     |
 MP0516| CP6245 MILO RM 2                             9.065 METERS 22032     |
 MP0516| CP6243 MILO AZ MK                                         3141237.4 |
 MP0516|---------------------------------------------------------------------|
 MP0516
 MP0516                          SUPERSEDED SURVEY CONTROL
 MP0516
 MP0516  NAD 83(1986)-  41 34 40.21402(N)    106 23 38.69072(W) AD(       ) 2
 MP0516  NAD 27      -  41 34 40.34400(N)    106 23 36.61800(W) AD(       ) 2
 MP0516  NGVD 29 (07/19/86) 2548.6    (m)         8362.     (f) VERT ANG       
 MP0516
 MP0516.Superseded values are not recommended for survey control.
 MP0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0516.See file dsdata.txt to determine how the superseded data were derived.
 MP0516
 MP0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG8378403844(NAD 83)
 MP0516_MARKER: DS = TRIANGULATION STATION DISK
 MP0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0516
 MP0516  HISTORY     - Date     Condition        Report By
 MP0516  HISTORY     - 1948     MONUMENTED       CGS
 MP0516  HISTORY     - 1953     GOOD             USGS
 MP0516
 MP0516                          STATION DESCRIPTION
 MP0516
 MP0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0516'THE STATION IS LOCATED ABOUT 9.0 MILES AIRLINE EAST OF ARLINGTON,
 MP0516'ABOUT 7.5 MILES AIRLINE SOUTH OF ELK MOUNTAIN, ON THE NORTHWEST
 MP0516'POINT OF THE SLOPE OF A GRASSY HILL WHICH IS COVERED WITH
 MP0516'SMALL STONES.  THERE IS HIGHER GROUND TO THE SOUTHEAST AND
 MP0516'THE TOP OF HILL IS HEAVILY TIMBERED.  THE STATION IS LOCATED
 MP0516'APPROXIMATELY 50 PACES NORTHWEST OF THE HIGHEST POINT OF FIRST
 MP0516'BENCH OF HILL, 8 PACES WEST OF THE EAST RIM, 12 FEET SOUTH
 MP0516'OF A 4 X 4 WITNESS POST, PROJECTS 3 INCHES, STAMPED, MILO
 MP0516'1948.
 MP0516'
 MP0516'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 MP0516'STATION, ON THE SOUTHEAST SLOPE, PROJECTS 3 INCHES, STAMPED,
 MP0516'MILO NO 1 1948.
 MP0516'
 MP0516'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MP0516'STATION, IN A SMALL SADDLE, PROJECTS 3 INCHES, STAMPED, MILO
 MP0516'NO 2 1948.
 MP0516'
 MP0516'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, AT
 MP0516'THE POINT WHERE YOU LEAVE ROAD TO GO TO STATION, 10 PACES
 MP0516'WEST OF THE CENTER LINE OF TRACK ROAD, 5 FEET NORTH OF A
 MP0516'4 X 4 WITNESS POST, PROJECTS 2 INCHES, STAMPED, MILO 1948.
 MP0516'
 MP0516'TO REACH FROM ELK MOUNTAIN AT THE END OF SURFACED ROAD.  TURN
 MP0516'LEFT (EAST) CROSSING BRIDGE OVER MEDICINE BOW RIVER AND
 MP0516'FOLLOW MAIN ROAD FOR 0.6 MILE TO A FORK.  TAKE THE LEFT FORK
 MP0516'(EAST) FOR 0.2 MILE TO A T ROAD RIGHT AT A RED BRICK BUILDING
 MP0516'ON LEFT.  TURN RIGHT (CROSSING CATTLE GUARD) AND FOLLOW MAIN
 MP0516'TRAVELED ROAD FOR 5.25 MILES TO A T INTERSECTION.  TURN LEFT
 MP0516'EASTERLY AND GO 1.35 MILE TO A FORK.  TAKE THE RIGHT FORK
 MP0516'AND FOLLOW MAIN TRAVELED ROAD, WHICH SWINGS AROUND HILLSIDE
 MP0516'TO THE SOUTHWEST FOR 2.1 MILES TO THE AZIMUTH MARK ON THE
 MP0516'RIGHT AS DESCRIBED ABOVE.  TURN LEFT (LEAVING ROAD) AND
 MP0516'DRIVE SOUTHEASTERLY UP GRASSY HILL FOR 0.5 MILE TO THE
 MP0516'SUMMIT OF FIRST SHELF AND STATION AS DESCRIBED ABOVE.  A
 MP0516'DRIVE STATION.
 MP0516
 MP0516                          STATION RECOVERY (1953)
 MP0516
 MP0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MP0516'RECOVERED.
 MP0516'
 MP0516'STATION MARK--STANDARD DISK, SET IN TOP OF A CONCRETE POST, STAMPED
 MP0516'---MILO 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0504 ***********************************************************************
 NQ0504  DESIGNATION -  MILTON
 NQ0504  PID         -  NQ0504
 NQ0504  STATE/COUNTY-  WY/PLATTE
 NQ0504  USGS QUAD   -  DWYER (1990)
 NQ0504
 NQ0504                         *CURRENT SURVEY CONTROL
 NQ0504  ___________________________________________________________________
 NQ0504* NAD 83(1993)-  42 10 40.26482(N)    104 52 39.91337(W)     ADJUSTED  
 NQ0504* NAVD 88     -      1565.     (meters)    5135.     (feet)  VERTCON   
 NQ0504  ___________________________________________________________________
 NQ0504  LAPLACE CORR-          -7.86  (seconds)                    DEFLEC99
 NQ0504  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NQ0504
 NQ0504  HORZ ORDER  -  SECOND
 NQ0504
 NQ0504.The horizontal coordinates were established by classical geodetic methods
 NQ0504.and adjusted by the National Geodetic Survey in January 1997..
 NQ0504
 NQ0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0504
 NQ0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0504
 NQ0504.The geoid height was determined by GEOID03.
 NQ0504
 NQ0504;                    North         East     Units Scale Factor Converg.
 NQ0504;SPC WY E     -   186,371.727   223,868.407   MT  0.99994451   +0 11 38.4
 NQ0504;UTM  13      - 4,669,530.394   510,095.907   MT  0.99960125   +0 04 55.5
 NQ0504
 NQ0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0504!SPC WY E     -   0.99975691  x   0.99994451  =   0.99970144
 NQ0504!UTM  13      -   0.99975691  x   0.99960125  =   0.99935826
 NQ0504
 NQ0504:                Primary Azimuth Mark                     Grid Az
 NQ0504:SPC WY E     -  MILTON AZ MK                             047 28 11.5
 NQ0504:UTM  13      -  MILTON AZ MK                             047 34 54.4
 NQ0504
 NQ0504|---------------------------------------------------------------------|
 NQ0504| PID    Reference Object                     Distance      Geod. Az  |
 NQ0504|                                                           dddmmss.s |
 NQ0504| CP9998 MILTON AZ MK                                       0473949.9 |
 NQ0504| NQ0488 CHERRY HILL SAWYER STOCK L MST      APPROX.21.5 KM 1343840.7 |
 NQ0504| NQ0489 CHERRY HILL WYHD MICROWAVE          APPROX.21.1 KM 1344911.1 |
 NQ0504| CQ3512 MILTON RM 2                          29.077 METERS 14839     |
 NQ0504| NQ0499 AIRPORT BEACON PFIFER FIELD         APPROX.14.7 KM 2001350.3 |
 NQ0504| NQ0500 WHEATLAND RADIO STA KYCM MAST       APPROX.15.7 KM 2011647.4 |
 NQ0504| NQ0502 WHEATLAND MUNICIPAL TANK            APPROX.16.1 KM 2041859.2 |
 NQ0504| CP9999 MILTON RM 1                          29.678 METERS 22154     |
 NQ0504| NQ0597 BELL TEL MICROWAVE NW DWYER         APPROX.22.8 KM 3251914.1 |
 NQ0504|---------------------------------------------------------------------|
 NQ0504
 NQ0504                          SUPERSEDED SURVEY CONTROL
 NQ0504
 NQ0504  NAD 83(1986)-  42 10 40.24433(N)    104 52 39.90797(W) AD(       ) 2
 NQ0504  NAD 27      -  42 10 40.35430(N)    104 52 38.01820(W) AD(       ) 2
 NQ0504  NGVD 29 (07/19/86) 1564.     (m)         5131.     (f) VERT ANG       
 NQ0504
 NQ0504.Superseded values are not recommended for survey control.
 NQ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0504.See file dsdata.txt to determine how the superseded data were derived.
 NQ0504
 NQ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG1009669530(NAD 83)
 NQ0504_MARKER: DD = SURVEY DISK
 NQ0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0504
 NQ0504  HISTORY     - Date     Condition        Report By
 NQ0504  HISTORY     - 1963     MONUMENTED       USGS
 NQ0504
 NQ0504                          STATION DESCRIPTION
 NQ0504
 NQ0504'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (BMK)
 NQ0504'THE STATION IS LOCATED 9 MILES NORTH AND 4-1/2 MILES EAST OF
 NQ0504'WHEATLAND, 6-1/2 MILES SOUTH AND 7-1/2 MILES WEST OF GUERNSEY
 NQ0504'IN THE SOUTHEAST 1/4 OF SECTION 34, R67W AND T26N ON THE HIGHEST
 NQ0504'GROUND OF A BROAD FLAT RIDGE IN A PASTURE ON THE PROPERTY OF
 NQ0504'THE MILTON RANCH.
 NQ0504'
 NQ0504'TO REACH THE STATION FROM THE POST OFFICE IN GUERNSEY, GO NORTH
 NQ0504'1 BLOCK TO U.S. HIGHWAY 26, TURN LEFT AND GO WEST ON U.S. HIGHWAY
 NQ0504'26 FOR 6.8 MILES TO A SIDE ROAD LEFT AT A CATTLE GUARD AND A
 NQ0504'SIGN, MILTON RANCH.  TURN LEFT AND GO SOUTH ON DIRT ROAD FOR
 NQ0504'0.8 MILE TO A FORK, KEEP RIGHT AND CONTINUE SOUTH PASSING
 NQ0504'THROUGH TWO GATES FOR 2.85 MILES TO A T INTERSECTION.  TURN
 NQ0504'RIGHT AND GO WEST FOR 0.55 MILE TO A WIRE GATE ON THE LEFT.
 NQ0504'PASS THROUGH GATE AND GO SOUTHWEST ON TRACK ROAD FOR 0.55 MILE
 NQ0504'TO A DIM FORK, KEEP RIGHT AND GO 0.15 MILE TO A WIRE GATE
 NQ0504'IN A NORTH-SOUTH FENCE AND THE AZIMUTH MARK ON THE LEFT.
 NQ0504'PASS THROUGH GATE, TURN LEFT AND GO SOUTH ALONG THE WEST SIDE
 NQ0504'OF FENCE FOR 0.65 MILE TO A FENCE CORNER.  TURN RIGHT AND
 NQ0504'GO WEST AND SOUTHWEST ALONG THE FENCE FOR 0.15 MILE TO THE
 NQ0504'FENCE CORNER AND THE STATION ON THE RIGHT.
 NQ0504'
 NQ0504'THE STATION MARK IS A USGS STATION MARK DISK STAMPED MILTON
 NQ0504'V A BM 5130 1947, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 NQ0504'MONUMENT THAT PROJECTS 2 INCHES.  IT IS 99 FEET NORTHEAST OF
 NQ0504'THE FENCE CORNER, 81 FEET NORTH OF THE FENCE AND 6.7 FEET EAST
 NQ0504'OF THE WITNESS POST.
 NQ0504'
 NQ0504'REFERENCE MARK 1 IS A USGS STATION MARK DISK STAMPED MILTON
 NQ0504'REF. MK. NO 1, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 NQ0504'MONUMENT THAT PROJECTS 2 INCHES.  IT IS 97.1 FEET SOUTHWEST
 NQ0504'OF THE WITNESS POST AND 2 FEET NORTH OF THE FENCE CORNER.
 NQ0504'
 NQ0504'REFERENCE MARK 2 IS A USGS STATION MARK DISK STAMPED MILTON
 NQ0504'REF. MK. NO 2, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 NQ0504'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 102.7 FEET SOUTHEAST
 NQ0504'OF THE WITNESS POST AND 4 FEET NORTH OF THE FENCE.
 NQ0504'
 NQ0504'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILTON USGS 1963,
 NQ0504'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NQ0504'PROJECTS 10 INCHES.  IT IS 19 FEET SOUTH OF THE CENTER OF A
 NQ0504'WIRE GATE, 3.9 FEET SOUTH OF THE WITNESS POST AND 1 FOOT EAST
 NQ0504'OF THE FENCE.
 NQ0504'
 NQ0504'THE DISTANCE BETWEEN THE R.M.S IS 115.02 FEET OR 35.058 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0207 ***********************************************************************
 NS0207  DESIGNATION -  MINE
 NS0207  PID         -  NS0207
 NS0207  STATE/COUNTY-  WY/FREMONT
 NS0207  USGS QUAD   -  LEWISTON LAKES (1978)
 NS0207
 NS0207                         *CURRENT SURVEY CONTROL
 NS0207  ___________________________________________________________________
 NS0207* NAD 83(1993)-  42 26 49.41942(N)    108 29 51.37534(W)     ADJUSTED  
 NS0207* NAVD 88     -      2255.3    (meters)    7399.     (feet)  VERTCON   
 NS0207  ___________________________________________________________________
 NS0207  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 NS0207  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 NS0207
 NS0207  HORZ ORDER  -  THIRD
 NS0207
 NS0207.The horizontal coordinates were established by classical geodetic methods
 NS0207.and adjusted by the National Geodetic Survey in January 1997..
 NS0207
 NS0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0207
 NS0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0207
 NS0207.The geoid height was determined by GEOID03.
 NS0207
 NS0207;                    North         East     Units Scale Factor Converg.
 NS0207;SPC WYWC     -   216,263.947   620,762.881   MT  0.99994280   +0 10 13.2
 NS0207;UTM  12      - 4,702,448.868   705,791.473   MT  1.00012109   +1 41 22.1
 NS0207
 NS0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0207!SPC WYWC     -   0.99964834  x   0.99994280  =   0.99959116
 NS0207!UTM  12      -   0.99964834  x   1.00012109  =   0.99976939
 NS0207
 NS0207:                Primary Azimuth Mark                     Grid Az
 NS0207:SPC WYWC     -  RIDGE                                    349 30 02.2
 NS0207:UTM  12      -  RIDGE                                    347 58 53.3
 NS0207
 NS0207|---------------------------------------------------------------------|
 NS0207| PID    Reference Object                     Distance      Geod. Az  |
 NS0207|                                                           dddmmss.s |
 NS0207| NS0208 RIDGE                               APPROX. 2.4 KM 3494015.4 |
 NS0207|---------------------------------------------------------------------|
 NS0207
 NS0207                          SUPERSEDED SURVEY CONTROL
 NS0207
 NS0207  NAD 83(1986)-  42 26 49.40393(N)    108 29 51.37593(W) AD(       ) 3
 NS0207  NAD 27      -  42 26 49.55626(N)    108 29 48.98665(W) AD(       ) 3
 NS0207  NGVD 29 (07/19/86) 2254.1    (m)         7395.     (f) VERT ANG       
 NS0207
 NS0207.Superseded values are not recommended for survey control.
 NS0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0207.See file dsdata.txt to determine how the superseded data were derived.
 NS0207
 NS0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0579102449(NAD 83)
 NS0207
 NS0207  HISTORY     - Date     Condition        Report By
 NS0207  HISTORY     - 1951     MONUMENTED       USGS
 NS0207  HISTORY     - 1953     GOOD             USGS
 NS0207
 NS0207                          STATION DESCRIPTION
 NS0207
 NS0207'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HLP)
 NS0207'STATION LOCATED IN NW.1/4 SEC. 36, T.29 N., R.98 W.
 NS0207'
 NS0207'TO REACH STATION FROM BRIDGE CROSSING THE SWEETWATER RIVER ON U.S.
 NS0207'HIGHWAY 287, GO NW. ON HIGHWAY 287 5.2 MI. TO DIRT RD. LEFT TO ELLIS
 NS0207'RANCH ---CARTER OIL CO.NO.2---.  TURN LEFT AND CONTINUE ON ELLIS
 NS0207'RANCH RD. FOR 5.0 MI. TO RD. FORK, TAKE RIGHT FORK  OFF ELLIS RANCH
 NS0207'RD. AND GO 2.9 MI. TO NEXT RD. FORK.  TAKE LEFT FORK, CONTINUE 0.9 MI.
 NS0207'TO NEXT RD. FORK.  TAKE LEFT FORK,  GO 0.1 MI. TO NEXT RD. FORK.  TAKE
 NS0207'RIGHT FORK AND CONTINUE 6.6 MI. TO T-RD. LEFT S. TAKE LEFT ONTO T-RD.
 NS0207'AND GO 2.2 MI. TO GALLISPIES RANCH AND JUNCTION OF RD. WITH OREGON
 NS0207'TRAIL.  TURN LEFT ONTO OREGON TRAIL, GO 0.5 MI. TO RD. FORK.  STATION
 NS0207'IS ABOUT 0.1  MI. FROM RD. FORK ON ROCKY TOP BETWEEN Y-RDS.
 NS0207'
 NS0207'RECOVERED AND STAMPED ---VABM 7396---.
 NS0207'
 NS0207'STATION MARK - STANDARD BRONZE TABLET SET IN 3 IN.IRON PIPE,
 NS0207'STAMPED --- VABM 7396---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0402 ***********************************************************************
 OV0402  DESIGNATION -  MINE
 OV0402  PID         -  OV0402
 OV0402  STATE/COUNTY-  WY/NATRONA
 OV0402  USGS QUAD   -  BADWATER NE (1952)
 OV0402
 OV0402                         *CURRENT SURVEY CONTROL
 OV0402  ___________________________________________________________________
 OV0402* NAD 83(1993)-  43 26 36.35444(N)    107 15 21.22791(W)     ADJUSTED  
 OV0402* NAVD 88     -      2781.     (meters)    9124.     (feet)  SCALED    
 OV0402  ___________________________________________________________________
 OV0402  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 OV0402  GEOID HEIGHT-         -11.31  (meters)                     GEOID03
 OV0402
 OV0402  HORZ ORDER  -  FIRST
 OV0402
 OV0402.The horizontal coordinates were established by classical geodetic methods
 OV0402.and adjusted by the National Geodetic Survey in January 1997..
 OV0402
 OV0402.The orthometric height was scaled from a topographic map.
 OV0402
 OV0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0402
 OV0402.The geoid height was determined by GEOID03.
 OV0402
 OV0402;                    North         East     Units Scale Factor Converg.
 OV0402;SPC WYEC     -   426,917.579   406,268.275   MT  0.99993798   +0 03 11.7
 OV0402;UTM  13      - 4,812,530.910   317,450.736   MT  1.00000993   -1 33 06.0
 OV0402
 OV0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0402!SPC WYEC     -   0.99956583  x   0.99993798  =   0.99950383
 OV0402!UTM  13      -   0.99956583  x   1.00000993  =   0.99957575
 OV0402
 OV0402|---------------------------------------------------------------------|
 OV0402| PID    Reference Object                     Distance      Geod. Az  |
 OV0402|                                                           dddmmss.s |
 OV0402| CP6247 MINE RM 1                             7.420 METERS 19820     |
 OV0402| CP6246 MINE AZ MK                                         1994815.3 |
 OV0402| CP6248 MINE RM 2                             6.689 METERS 28534     |
 OV0402|---------------------------------------------------------------------|
 OV0402
 OV0402                          SUPERSEDED SURVEY CONTROL
 OV0402
 OV0402  NAD 83(1986)-  43 26 36.33312(N)    107 15 21.21403(W) AD(       ) 1
 OV0402  NAD 27      -  43 26 36.47000(N)    107 15 18.96600(W) AD(       ) 1
 OV0402
 OV0402.Superseded values are not recommended for survey control.
 OV0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0402.See file dsdata.txt to determine how the superseded data were derived.
 OV0402
 OV0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ1745112531(NAD 83)
 OV0402_MARKER: DS = TRIANGULATION STATION DISK
 OV0402_SETTING: 66 = SET IN ROCK OUTCROP
 OV0402
 OV0402  HISTORY     - Date     Condition        Report By
 OV0402  HISTORY     - 1938     MONUMENTED       CGS
 OV0402  HISTORY     - 1950     GOOD             USGS
 OV0402
 OV0402                          STATION DESCRIPTION
 OV0402
 OV0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0402'STATION IS LOCATED ABOUT 19 MILES N OF ARMINTO AND 1/2 MILE
 OV0402'E OF OLD MINE SHAFT KNOWN AS OLD COPPER MINE, ON A PEAK OF THE
 OV0402'BIG HORN MOUNTAINS.  THE STATION IS ON THE HIGHEST ROCKY
 OV0402'PEAK IN THE VICINITY.
 OV0402'
 OV0402'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 OV0402'IN OUTCROPPING BEDROCK.  REFERENCE
 OV0402'MARKS ARE STANDARD BRONZE DISKS WEDGED IN A DRILL HOLE.
 OV0402'
 OV0402'STATION IS REACHED AS FOLLOWS--FROM THE POST OFFICE IN ARMINTO
 OV0402'GO N, 1.2 MILES ON GRADED ROAD TO SIDE ROAD TO LEFT AT SIGN
 OV0402'BADWATER AND DAVIS RANCH, CONTINUE N, 13.3 MILES TO THE JUNCTION
 OV0402'OF THREE GRADED ROADS, ONE TURNS SHARP RIGHT, AND THE OTHER
 OV0402'TWO MAKE A Y-FORK WITH A SIGN IN FORK BIG HORN MOUNTAINS, TAKE
 OV0402'LEFT FORK ON GRADED ROAD AND GO 6.0 MILES TO WHERE ROAD
 OV0402'FORKS NEAR THE TOP OF THE MOUNTAINS ON A FLAT TOP BEAR RIDGE.
 OV0402'THE MAIN ROAD PARTLY GRADED SWINGS DOWN HILL IN ONE VALLEY,
 OV0402'AND THE LEFT FORK GOES STRAIGHT AHEAD W ALONG FLAT TOP RIDGE
 OV0402'AND UP ANOTHER VALLEY.  TAKE THIS LEFT FORK ON UNIMPROVED
 OV0402'ROAD 2.5 MILES UP A NARROW VALLEY TO FORK, TAKE RIGHT FORK
 OV0402'STRAIGHT AHEAD BETWEEN TWO SMALL WASHED-OUT GULLIES AND
 OV0402'FOLLOW MAIN-TRAVELED ROAD 2.0 MILES TO A ROCK CAIRN AND A TRIANGLE
 OV0402'TRENCH ON THE RIGHT SIDE OF THE ROAD, CONTINUE ON W AND N ON THE
 OV0402'MAIN-TRAVELED ROAD 1.4 MILES TO TOP OF DIVIDE.  LOOK RIGHT NE AND
 OV0402'SEE HIGH ROCKY TOP HILL THAT THE STATION IS ON, TURN OFF ROAD AND
 OV0402'GO 0.6 MILE TO THE N END OF ROCKY HILL, END OF TRUCK
 OV0402'TRAVEL.  WALK UP THIS HILL TO TOP, STATION IS ABOUT 100
 OV0402'YARDS FROM WHERE TRUCK IS LEFT, ON THE HIGHEST PART OF
 OV0402'KNOLL.
 OV0402'
 OV0402'AZIMUTH MARK IS SET IN OUTCROP ROCK LEDGE ABOUT 200 FEET W
 OV0402'OF ROAD AND IS 0.7 MILE S OF STATION.
 OV0402'
 OV0402'HEIGHT OF LIGHT ABOVE STATION MARK - 0.5 METER.
 OV0402
 OV0402                          STATION RECOVERY (1950)
 OV0402
 OV0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OV0402'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION SHOULD BE
 OV0402'REVISED TO READ--TO REACH STATION FROM P.O. IN ARMINTO, PROCEED
 OV0402'N 1.2 MILES ON GRADED ROAD TO SIDE ROAD TO LEFT AT SIGN
 OV0402'BADWATER.  CONTINUE N 13.3 MILES TO JUNCTION OF THREE ROADS.
 OV0402'ONE TRUNS SHARP RIGHT AND THE OTHER TWO MAKE A Y-FORK WITH
 OV0402'RIGHT BIG HORN MTNS. IN FORK.  TAKE LEFT FORK ON GRADED ROAD
 OV0402'6.0 MILES TO WHERE ROAD FORKS NEAR TOP OF MOUNTAINS ON A
 OV0402'FLAT BARE RIDGE.  CONTINUE ON MAIN GRADED ROAD N UP WIDE
 OV0402'VALLEY 4.9 MILES TO TRAIL LEFT AT TOP OF PASS U.S.G.S. BM
 OV0402'8463 IS LOCATED AT THIS POINT.  THENCE LEFT SW ON GRADED
 OV0402'TRAIL 0.2 MILES TO Y-FORK THENCE LEFT SW THRU TIMBER 0.7
 OV0402'MILES TO Y-FORK.  THENCE LEFT, SW ON MAIN TRAIL 0.9 MILES
 OV0402'TO POINT WHERE TRAIL PASSES BETWEEN TWO LARGE ROCKS AT
 OV0402'SHARP BEN TO NW.  STATION LIES ON HIGHEST POINT AT SW END OF
 OV0402'HIGHEST ROCKY TOP ABOUT 300 FEET N OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0492 ***********************************************************************
 PX0492  DESIGNATION -  MINNESULA
 PX0492  PID         -  PX0492
 PX0492  STATE/COUNTY-  WY/PARK
 PX0492  USGS QUAD   -  ELK BASIN (1966)
 PX0492
 PX0492                         *CURRENT SURVEY CONTROL
 PX0492  ___________________________________________________________________
 PX0492* NAD 83(1993)-  44 57 00.70908(N)    108 50 46.08917(W)     ADJUSTED  
 PX0492* NAVD 88     -      1519.     (meters)    4984.     (feet)  SCALED    
 PX0492  ___________________________________________________________________
 PX0492  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 PX0492  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 PX0492
 PX0492  HORZ ORDER  -  THIRD
 PX0492
 PX0492.The horizontal coordinates were established by classical geodetic methods
 PX0492.and adjusted by the National Geodetic Survey in January 1997..
 PX0492
 PX0492.The orthometric height was scaled from a topographic map.
 PX0492
 PX0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0492
 PX0492.The geoid height was determined by GEOID03.
 PX0492
 PX0492;                    North         East     Units Scale Factor Converg.
 PX0492;SPC WYWC     -   494,334.550   592,413.900   MT  0.99993821   -0 04 04.5
 PX0492;UTM  12      - 4,979,674.675   669,904.565   MT  0.99995498   +1 31 19.4
 PX0492
 PX0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0492!SPC WYWC     -   0.99976390  x   0.99993821  =   0.99970213
 PX0492!UTM  12      -   0.99976390  x   0.99995498  =   0.99971889
 PX0492
 PX0492                          SUPERSEDED SURVEY CONTROL
 PX0492
 PX0492  NAD 83(1986)-  44 57 00.69629(N)    108 50 46.07603(W) AD(       ) 3
 PX0492
 PX0492.Superseded values are not recommended for survey control.
 PX0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0492.See file dsdata.txt to determine how the superseded data were derived.
 PX0492
 PX0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6990579675(NAD 83)
 PX0492_MARKER: Z = SEE DESCRIPTION
 PX0492_SETTING: 0 = UNSPECIFIED SETTING
 PX0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0492
 PX0492  HISTORY     - Date     Condition        Report By
 PX0492  HISTORY     - 1943     MONUMENTED       USGS
 PX0492
 PX0492                          STATION DESCRIPTION
 PX0492
 PX0492'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 PX0492'LOCATED ABOUT 1.5 MI. S. OF THE JUNCTION OF THE ELK BASIN FRANNIE AND
 PX0492'THE ELK BASIN-POWELL RDS., IN SEC.6 T.57 N., R.99 W.,
 PX0492'
 PX0492'STATION MARK - CENTER OF STEEL OIL DERRICK AT THE MINNESULA OIL
 PX0492'COMPANYS JOHNSON NO.1 WELL.
 PX0492'
 PX0492'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0413 ***********************************************************************
 NR0413  DESIGNATION -  MISERY
 NR0413  PID         -  NR0413
 NR0413  STATE/COUNTY-  WY/NATRONA
 NR0413  USGS QUAD   -  MC RAE GAP (1984)
 NR0413
 NR0413                         *CURRENT SURVEY CONTROL
 NR0413  ___________________________________________________________________
 NR0413* NAD 83(1993)-  42 56 49.16433(N)    107 21 51.06441(W)     ADJUSTED  
 NR0413* NAVD 88     -      1966.     (meters)    6450.     (feet)  VERTCON   
 NR0413  ___________________________________________________________________
 NR0413  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 NR0413  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 NR0413
 NR0413  HORZ ORDER  -  THIRD
 NR0413
 NR0413.The horizontal coordinates were established by classical geodetic methods
 NR0413.and adjusted by the National Geodetic Survey in January 1997..
 NR0413
 NR0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0413
 NR0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0413
 NR0413.The geoid height was determined by GEOID03.
 NR0413
 NR0413;                    North         East     Units Scale Factor Converg.
 NR0413;SPC WYEC     -   371,765.620   397,482.357   MT  0.99993758   -0 01 15.7
 NR0413;UTM  13      - 4,757,640.070   307,129.629   MT  1.00005765   -1 36 40.6
 NR0413
 NR0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0413!SPC WYEC     -   0.99969384  x   0.99993758  =   0.99963144
 NR0413!UTM  13      -   0.99969384  x   1.00005765  =   0.99975147
 NR0413
 NR0413:                Primary Azimuth Mark                     Grid Az
 NR0413:SPC WYEC     -  CYCLONE                                  198 38 26.3
 NR0413:UTM  13      -  CYCLONE                                  200 13 51.2
 NR0413
 NR0413|---------------------------------------------------------------------|
 NR0413| PID    Reference Object                     Distance      Geod. Az  |
 NR0413|                                                           dddmmss.s |
 NR0413| NR0419 CYCLONE                             APPROX.11.0 KM 1983710.6 |
 NR0413|---------------------------------------------------------------------|
 NR0413
 NR0413                          SUPERSEDED SURVEY CONTROL
 NR0413
 NR0413  NAD 83(1986)-  42 56 49.15893(N)    107 21 51.06397(W) AD(       ) 3
 NR0413  NAD 27      -  42 56 49.32272(N)    107 21 48.83457(W) AD(       ) 3
 NR0413  NGVD 29 (07/19/86) 1965.     (m)         6447.     (f) VERT ANG       
 NR0413
 NR0413.Superseded values are not recommended for survey control.
 NR0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0413.See file dsdata.txt to determine how the superseded data were derived.
 NR0413
 NR0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0713057640(NAD 83)
 NR0413
 NR0413  HISTORY     - Date     Condition        Report By
 NR0413  HISTORY     - 1950     MONUMENTED       USGS
 NR0413  HISTORY     - 1957     GOOD             USGS
 NR0413
 NR0413                          STATION DESCRIPTION
 NR0413
 NR0413'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0413'RECOVERED IN GOOD CONDITION.
 NR0413'
 NR0413'STATION IS LOCATED ABOUT 7.0 MI. S-SW. OF WALTMAN AND 6.0 MI. S-SW.
 NR0413'OF HILAND.  IT IS LOCATED ON THE SW. SIDE OF A HIGH HILL, WHICH
 NR0413'OVERLOOKS MOST OF THE SURROUNDING COUNTRY.
 NR0413'
 NR0413'TO REACH STATION FROM HARTS STORE AT WALTMAN, GO S. ON WELL TRAVELED,
 NR0413'GRADED RD. FOR 1.3 MI. TO Y-RD., TAKE RIGHT HAND FORK AND CONTINUE SW.
 NR0413'12.7 MI. TO T-RD. (T-RD. IS JUST BEFORE COMING TO A LARGE DRAIN).
 NR0413'TURN RIGHT AND FROM T-RD. INTERSECTION CONTINUE W. CROSS-COUNTRY 0.3
 NR0413'MI. UP THE NEAR RIDGE TO THE SW. SIDE OF THE HILL AND THE STATION.
 NR0413'
 NR0413'STATION MARK--A STANDARD TABLET IN A CONCRETE POST, PROJECTING 1.0
 NR0413'FT. ABOVE THE GROUND, AND STAMPED ---WR-MISERY 1950 6447---.
 NR0413'
 NR0413'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0538 ***********************************************************************
 PV0538  DESIGNATION -  MITCHELL
 PV0538  PID         -  PV0538
 PV0538  STATE/COUNTY-  WY/CAMPBELL
 PV0538  USGS QUAD   -  ADON (1972)
 PV0538
 PV0538                         *CURRENT SURVEY CONTROL
 PV0538  ___________________________________________________________________
 PV0538* NAD 83(1993)-  44 33 38.35576(N)    105 10 54.07193(W)     ADJUSTED  
 PV0538* NAVD 88     -      1271.7    (meters)    4172.     (feet)  VERTCON   
 PV0538  ___________________________________________________________________
 PV0538  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 PV0538  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 PV0538
 PV0538  HORZ ORDER  -  SECOND
 PV0538
 PV0538.The horizontal coordinates were established by classical geodetic methods
 PV0538.and adjusted by the National Geodetic Survey in January 1997..
 PV0538
 PV0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0538
 PV0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0538
 PV0538.The geoid height was determined by GEOID03.
 PV0538
 PV0538;                    North         East     Units Scale Factor Converg.
 PV0538;SPC WY E     -   451,044.170   198,806.781   MT  0.99993752   -0 00 37.9
 PV0538;UTM  13      - 4,934,162.607   485,571.303   MT  0.99960256   -0 07 38.9
 PV0538
 PV0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0538!SPC WY E     -   0.99980290  x   0.99993752  =   0.99974043
 PV0538!UTM  13      -   0.99980290  x   0.99960256  =   0.99940553
 PV0538
 PV0538|---------------------------------------------------------------------|
 PV0538| PID    Reference Object                     Distance      Geod. Az  |
 PV0538|                                                           dddmmss.s |
 PV0538| CQ3518 MITCHELL RM 2                         8.653 METERS 00903     |
 PV0538| CQ3517 MITCHELL RM 1                         8.763 METERS 26149     |
 PV0538| CQ3516 MITCHELL AZ MK                                     2893232.2 |
 PV0538| PV0542 WESTON                              APPROX.16.2 KM 2940036.4 |
 PV0538|---------------------------------------------------------------------|
 PV0538
 PV0538                          SUPERSEDED SURVEY CONTROL
 PV0538
 PV0538  NAD 83(1986)-  44 33 38.33853(N)    105 10 54.04969(W) AD(       ) 2
 PV0538  NAD 27      -  44 33 38.40200(N)    105 10 52.09800(W) AD(       ) 2
 PV0538  NGVD 29 (07/19/86) 1271.1    (m)         4170.     (f) VERT ANG       
 PV0538
 PV0538.Superseded values are not recommended for survey control.
 PV0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0538.See file dsdata.txt to determine how the superseded data were derived.
 PV0538
 PV0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK8557134163(NAD 83)
 PV0538_MARKER: DS = TRIANGULATION STATION DISK
 PV0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0538
 PV0538  HISTORY     - Date     Condition        Report By
 PV0538  HISTORY     - 1949     MONUMENTED       CGS
 PV0538  HISTORY     - 1963     GOOD             CGS
 PV0538  HISTORY     - 1981     GOOD             LOCENG
 PV0538
 PV0538                          STATION DESCRIPTION
 PV0538
 PV0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0538'STATION IS LOCATED ABOUT MIDWAY BETWEEN MITCHELL AND SPRING
 PV0538'CREEKS, ON LAND OWNED BY HARRIS-SIMPSON CO., ABOUT 8 MILES
 PV0538'SOUTHEAST OF WESTON POST OFFICE, ABOUT 3.5 MILES NORTH-NORTHEAST
 PV0538'OF ADON POST OFFICE, 0.1 MILE NORTH OF DIRT ROAD, AND 8 FEET
 PV0538'EAST OF A WITNESS POST.
 PV0538'
 PV0538'TO REACH FROM THE POST OFFICE IN WESTON, GO SOUTH ON GRAVELED
 PV0538'ROAD FOR 7.0 MILES TO A WOODEN BRIDGE.  CONTINUE FOR 0.3 MILE
 PV0538'TO A SIDE ROAD LEFT.  TURN SHARP LEFT, CROSSING CATTLE GUARD,
 PV0538'AND FOLLOW MAIN GRADED ROAD EAST FOR 6.5 MILES TO A T-ROAD.
 PV0538'TURN RIGHT, CROSSING CATTLE GUARD, AND GO 1.4 MILES TO A
 PV0538'FORK AT SEVERAL MAIL BOXES.  BEAR LEFT AND FOLLOW MAIN ROAD
 PV0538'FOR 2.65 MILES TO A CATTLE GUARD.  CONTINUE FOR 1.1 MILES TO
 PV0538'AZIMUTH MARK ON LEFT.  CONTINUE FOR 0.4 MILE.  TURN LEFT,
 PV0538'LEAVING MAIN ROAD, AND GO 0.1 MILE TO TOP OF HILL AND
 PV0538'STATION.
 PV0538'
 PV0538'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0538'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 PV0538'STAMPED MITCHELL 1949.
 PV0538'
 PV0538'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0538'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 5 INCHES,
 PV0538'AND THE DISK IS STAMPED MITCHELL NO 1 1949.
 PV0538'
 PV0538'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PV0538'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 PV0538'THE DISK IS STAMPED MITCHELL NO 2 1949.
 PV0538'
 PV0538'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0538'CONCRETE POST PROJECTING 6 INCHES.  IT IS 20 FEET NORTH OF A
 PV0538'DIRT ROAD AND 3 FEET EAST OF A WITNESS POST.  THE DISK IS
 PV0538'STAMPED MITCHELL 1949.
 PV0538
 PV0538                          STATION RECOVERY (1963)
 PV0538
 PV0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 PV0538'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 PV0538
 PV0538                          STATION RECOVERY (1981)
 PV0538
 PV0538'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (RO)
 PV0538'USC AND GS MITCHELL (1949) RECOVERED GOOD.
 PV0538'
 PV0538'AZIMUTH MARK MITCHELL (1949) RECOVERED POOR, DUE TO ROAD CONSTRUCTION
 PV0538'MARK WILL SOON BE DESTROYED.
 PV0538'
 PV0538'REFERENCE MARKS 1 AND 2 NO DISTANCE CHECKED, APPEAR TO BE IN GOOD
 PV0538'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1068 ***********************************************************************
 MO1068  DESIGNATION -  MITS
 MO1068  PID         -  MO1068
 MO1068  STATE/COUNTY-  WY/LARAMIE
 MO1068  USGS QUAD   -  CAMPSTOOL (1978)
 MO1068
 MO1068                         *CURRENT SURVEY CONTROL
 MO1068  ___________________________________________________________________
 MO1068* NAD 83(1993)-  41 04 22.64568(N)    104 30 15.46159(W)     ADJUSTED  
 MO1068* NAVD 88     -      1749.     (meters)    5738.     (feet)  SCALED    
 MO1068  ___________________________________________________________________
 MO1068  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 MO1068  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 MO1068
 MO1068  HORZ ORDER  -  SECOND
 MO1068
 MO1068.The horizontal coordinates were established by classical geodetic methods
 MO1068.and adjusted by the National Geodetic Survey in January 1997..
 MO1068
 MO1068.The orthometric height was scaled from a topographic map.
 MO1068
 MO1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1068
 MO1068.The geoid height was determined by GEOID03.
 MO1068
 MO1068;                    North         East     Units Scale Factor Converg.
 MO1068;SPC WY E     -    63,834.193   255,663.970   MT  0.99997562   +0 26 06.7
 MO1068;SPC CO N     -   498,434.878   998,086.470   MT  1.00005985   +0 38 36.1
 MO1068;SPC CO N     - 1,635,281.76  3,274,555.36   sFT  1.00005985   +0 38 36.1
 MO1068;UTM  13      - 4,546,974.407   541,643.628   MT  0.99962134   +0 19 32.5
 MO1068
 MO1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1068!SPC WY E     -   0.99972847  x   0.99997562  =   0.99970410
 MO1068!SPC CO N     -   0.99972847  x   1.00005985  =   0.99978831
 MO1068!UTM  13      -   0.99972847  x   0.99962134  =   0.99934992
 MO1068
 MO1068|---------------------------------------------------------------------|
 MO1068| PID    Reference Object                     Distance      Geod. Az  |
 MO1068|                                                           dddmmss.s |
 MO1068| CQ3527 MITS RM 1                            34.790 METERS 04257     |
 MO1068| CQ3528 MITS RM 2                            33.162 METERS 13418     |
 MO1068| MO1069 C 3                                  65.849 METERS 15954     |
 MO1068| MO0216 Z 130                                              3254853.2 |
 MO1068|---------------------------------------------------------------------|
 MO1068
 MO1068                          SUPERSEDED SURVEY CONTROL
 MO1068
 MO1068  NAD 83(1993)-  41 04 22.63557(N)    104 30 15.45729(W) AD(       ) 2
 MO1068  NAD 83(1986)-  41 04 22.63536(N)    104 30 15.45762(W) AD(       ) 2
 MO1068  NAD 27      -  41 04 22.69810(N)    104 30 13.59690(W) AD(       ) 2
 MO1068
 MO1068.Superseded values are not recommended for survey control.
 MO1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1068.See file dsdata.txt to determine how the superseded data were derived.
 MO1068
 MO1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF4164446974(NAD 83)
 MO1068_MARKER: DS = TRIANGULATION STATION DISK
 MO1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1068
 MO1068  HISTORY     - Date     Condition        Report By
 MO1068  HISTORY     - 1959     MONUMENTED       CGS
 MO1068
 MO1068                          STATION DESCRIPTION
 MO1068
 MO1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1068'THE STATION IS LOCATED 16 MILES, AIRLINE, EAST-SOUTHEAST OF
 MO1068'CHEYENNE AND 6 MILES SOUTH OF U.S. HIGHWAY 30 IN AN OPEN
 MO1068'PASTURE.
 MO1068'
 MO1068'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD DEPOT
 MO1068'IN DOWNTOWN CHEYENNE, GO NORTHWEST ON CAPITOL AVENUE FOR
 MO1068'1 BLOCK TO U.S. HIGHWAY 30.  TURN RIGHT, EASTERLY ON U.S.
 MO1068'HIGHWAY 30 AND GO 16 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT,
 MO1068'SOUTH, AS PER SIGN JOHN C. KUPER ABERDEEN ANGUS, AND GO 4.6
 MO1068'MILES.  (TO REACH THE AZIMUTH MARK FROM THIS POINT TURN LEFT
 MO1068'AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.)
 MO1068'CONTINUE STRAIGHT AHEAD, SOUTH AND GO 1.5 MILES TO A T ROAD.
 MO1068'TURN LEFT, EAST AND GO 1 MILE TO A WIRE GATE ON THE LEFT
 MO1068'JUST BEFORE REACHING A RANCH HOUSE.  TURN LEFT, NORTH
 MO1068'THROUGH WIRE GATE AND GO 100 YARDS TO THE STATION AS
 MO1068'DESCRIBED.
 MO1068'
 MO1068'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 MO1068'12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT
 MO1068'IS 100 YARDS NORTH OF A GRADED ROAD, 100 YARDS WEST-NORTHWEST
 MO1068'OF A RANCH HOUSE AND 100 FEET WEST-NORTHWEST OF A FENCE CORNER.
 MO1068'THE MARK IS STAMPED MITS 1959.
 MO1068'
 MO1068'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 MO1068'A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 MO1068'AND IS STAMPED MITS NO 1 1959.  IT IS 1 FOOT WEST OF A
 MO1068'NORTH-SOUTH FENCE LINE.
 MO1068'
 MO1068'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MO1068'12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES, AND
 MO1068'IS STAMPED MITS NO 2 1959.  IT IS 1 FOOT WEST OF A NORTH-SOUTH
 MO1068'FENCE LINE.
 MO1068'
 MO1068'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH
 MO1068'MARK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 MO1068'WHICH PROJECTS 2 INCHES AND IS STAMPED Z 130 1959.  IT IS
 MO1068'98 FEET NORTHEAST OF CENTER OF ROAD, 2 FEET SOUTHEAST OF A
 MO1068'METAL WITNESS POST AND 1 FOOT WEST OF A FENCE CORNER.
 MO1068'
 MO1068'C-3 CORPS OF ENGINEERS MARK IS SET IN THE TOP OF A 6 INCH
 MO1068'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED C-3 1958.
 MO1068'IT IS 3 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 MO1068'
 MO1068'HEIGHT OF LIGHT ABOVE STATION MARK 2.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0537 ***********************************************************************
 NQ0537  DESIGNATION -  MIZE
 NQ0537  PID         -  NQ0537
 NQ0537  STATE/COUNTY-  WY/CONVERSE
 NQ0537  USGS QUAD   -  SIMPSON DRAW NW (1970)
 NQ0537
 NQ0537                         *CURRENT SURVEY CONTROL
 NQ0537  ___________________________________________________________________
 NQ0537* NAD 83(1993)-  42 59 50.09831(N)    105 14 53.66779(W)     ADJUSTED  
 NQ0537* NAVD 88     -      1552.8    (meters)    5094.     (feet)  VERTCON   
 NQ0537  ___________________________________________________________________
 NQ0537  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 NQ0537  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 NQ0537
 NQ0537  HORZ ORDER  -  THIRD
 NQ0537
 NQ0537.The horizontal coordinates were established by classical geodetic methods
 NQ0537.and adjusted by the National Geodetic Survey in January 1997..
 NQ0537
 NQ0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0537
 NQ0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0537
 NQ0537.The geoid height was determined by GEOID03.
 NQ0537
 NQ0537;                    North         East     Units Scale Factor Converg.
 NQ0537;SPC WY E     -   277,351.469   193,348.465   MT  0.99993804   -0 03 20.3
 NQ0537;UTM  13      - 4,760,539.255   479,765.374   MT  0.99960504   -0 10 09.5
 NQ0537
 NQ0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0537!SPC WY E     -   0.99975888  x   0.99993804  =   0.99969693
 NQ0537!UTM  13      -   0.99975888  x   0.99960504  =   0.99936401
 NQ0537
 NQ0537                          SUPERSEDED SURVEY CONTROL
 NQ0537
 NQ0537  NAD 83(1986)-  42 59 50.07683(N)    105 14 53.65265(W) AD(       ) 3
 NQ0537  NAD 27      -  42 59 50.19439(N)    105 14 51.72545(W) AD(       ) 3
 NQ0537  NGVD 29 (07/19/86) 1552.0    (m)         5092.     (f) VERT ANG       
 NQ0537
 NQ0537.Superseded values are not recommended for survey control.
 NQ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0537.See file dsdata.txt to determine how the superseded data were derived.
 NQ0537
 NQ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7976560539(NAD 83)
 NQ0537_MARKER: DD = SURVEY DISK
 NQ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0537+STABILITY: SURFACE MOTION
 NQ0537
 NQ0537  HISTORY     - Date     Condition        Report By
 NQ0537  HISTORY     - 1947     MONUMENTED       USGS
 NQ0537
 NQ0537                          STATION DESCRIPTION
 NQ0537
 NQ0537'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0537'LOCATED ON THE SW. TIP OF THE HIGHEST OF TWO POINTS OF A N-S-E.
 NQ0537'RIDGE, AMID SMALL ROCK OUTCROPPINGS, HIGHEST POINT IN SECTION.  IN
 NQ0537'NW. 1/4 SEC. 22, T 35 N, R 70 W, ON PROPERTY OF T. J. MIZENER.
 NQ0537'
 NQ0537'TO REACH FROM DOUGLAS, AT FOURTH AND CENTER STREETS GO N. ON STATE
 NQ0537'HIGHWAY 87 FOR 19.90 MI. TO WINDMILL ABOUT 500 FT. E. OF HIGHWAY IN
 NQ0537'WIDE DRAIN, TURN E. THRU GATE IN FENCE, FOLLOW DIM RD. E. PAST
 NQ0537'WINDMILL 0.15 MI. TO N-S. FENCE, GO THRU FENCE AND CONTINUE SLIGHTLY
 NQ0537'S. OF E. TO SOUTHERNMOST AND HIGHEST OF TWO KNOLLS AND STATION.
 NQ0537'
 NQ0537'STATION MARK--STANDARD TABLET STAMPED ---MIZE 1947--- SET IN 8 X 8
 NQ0537'IN. X 4 FT. CONCRETE POST.
 NQ0537'
 NQ0537'REFERENCE MARK NO. 1--1-1/4 IN. ANGLE IRON, 79.70 FT.,
 NQ0537'S 04 DEG 06 MIN W, FROM STATION.
 NQ0537'
 NQ0537'REFERENCE MARK NO. 2--1 IN. PIPE, 36.75 FT.,
 NQ0537'S 61 DEG 59 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0023 ***********************************************************************
 PV0023  DESIGNATION -  MM 59
 PV0023  PID         -  PV0023
 PV0023  STATE/COUNTY-  WY/CROOK
 PV0023  USGS QUAD   -  BEULAH (1984)
 PV0023
 PV0023                         *CURRENT SURVEY CONTROL
 PV0023  ___________________________________________________________________
 PV0023* NAD 83(1986)-  44 32 37.     (N)    104 04 32.     (W)     SCALED    
 PV0023* NAVD 88     -      1085.777  (meters)    3562.25   (feet)  ADJUSTED  
 PV0023  ___________________________________________________________________
 PV0023  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 PV0023  DYNAMIC HT  -        1085.429 (meters)    3561.11  (feet)  COMP
 PV0023  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 PV0023
 PV0023  VERT ORDER  -  FIRST     CLASS II
 PV0023
 PV0023.The horizontal coordinates were scaled from a topographic map and have
 PV0023.an estimated accuracy of +/- 6 seconds.
 PV0023
 PV0023.The orthometric height was determined by differential leveling
 PV0023.and adjusted by the National Geodetic Survey in June 1991..
 PV0023
 PV0023.The geoid height was determined by GEOID03.
 PV0023
 PV0023.The dynamic height is computed by dividing the NAVD 88
 PV0023.geopotential number by the normal gravity value computed on the
 PV0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0023.degrees latitude (g = 980.6199 gals.).
 PV0023
 PV0023.The modeled gravity was interpolated from observed gravity values.
 PV0023
 PV0023;                    North         East    Units  Estimated Accuracy
 PV0023;SPC WY E     -   449,730.      286,710.      MT  (+/- 180 meters Scaled)
 PV0023
 PV0023                          SUPERSEDED SURVEY CONTROL
 PV0023
 PV0023  NGVD 29 (??/??/92) 1085.24   (m)         3560.5    (f) COMPUTED    1 2
 PV0023
 PV0023.Superseded values are not recommended for survey control.
 PV0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0023.See file dsdata.txt to determine how the superseded data were derived.
 PV0023
 PV0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK734326(NAD 83)
 PV0023_MARKER: DB = BENCH MARK DISK
 PV0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0023_SP_SET: CONCRETE POST
 PV0023_STAMPING: MM 59 1962
 PV0023_MARK LOGO: CGS   
 PV0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0023+STABILITY: SURFACE MOTION
 PV0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0023+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1991
 PV0023
 PV0023  HISTORY     - Date     Condition        Report By
 PV0023  HISTORY     - 1962     MONUMENTED       CGS
 PV0023  HISTORY     - 19910823 GOOD             NGS
 PV0023
 PV0023                          STATION DESCRIPTION
 PV0023
 PV0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 PV0023'0.8 MI E FROM BEULAH.
 PV0023'0.3 OF A MILE EAST ALONG OLD HIGHWAY 14 FROM THE ROYAL CLUB AT
 PV0023'BEULAH, THENCE 0.5 MILE EAST ALONG U.S. HIGHWAY 14, AT THE MAIN
 PV0023'ENTRANCE TO THE BEULAH CEMETERY, 121 FEET NORTH OF THE
 PV0023'CENTERLINE OF THE HIGHWAY, 58.3 FEET WEST OF A TELEPHONE POLE,
 PV0023'13.4 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY TO CEMETERY, 1.5
 PV0023'FEET SOUTH OF A FENCE LINE, 1.2 FEET EAST OF A WITNESS POST, 7
 PV0023'FEET LOWER THAN THE HIGHWAY, A CONCRETE POST PROJECTING ABOUT
 PV0023'0.5 OF A FOOT.
 PV0023
 PV0023                          STATION RECOVERY (1991)
 PV0023
 PV0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0023'1.2 KM (0.75 MI) EASTERLY ALONG A PAVED ROAD (INTERSTATE HIGHWAY 90
 PV0023'FRONTAGE ROAD) FROM THE POST OFFICE IN BEULAH, 37.6 M (123.4 FT)
 PV0023'NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.3 M (14.1 FT) WEST OF THE
 PV0023'ENTRANCE TO THE BEULAH CEMETERY, 3.0 M (9.8 FT) BELOW THE LEVEL OF
 PV0023'THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) EAST OF
 PV0023'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0085 ***********************************************************************
 MO0085  DESIGNATION -  MM 80
 MO0085  PID         -  MO0085
 MO0085  STATE/COUNTY-  WY/LARAMIE
 MO0085  USGS QUAD   -  PINE BLUFFS (1992)
 MO0085
 MO0085                         *CURRENT SURVEY CONTROL
 MO0085  ___________________________________________________________________
 MO0085* NAD 83(1986)-  41 10 17.     (N)    104 05 06.     (W)     SCALED    
 MO0085* NAVD 88     -      1543.875  (meters)    5065.20   (feet)  ADJUSTED  
 MO0085  ___________________________________________________________________
 MO0085  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 MO0085  DYNAMIC HT  -        1542.664 (meters)    5061.22  (feet)  COMP
 MO0085  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 MO0085
 MO0085  VERT ORDER  -  SECOND    CLASS 0
 MO0085
 MO0085.The horizontal coordinates were scaled from a topographic map and have
 MO0085.an estimated accuracy of +/- 6 seconds.
 MO0085
 MO0085.The orthometric height was determined by differential leveling
 MO0085.and adjusted by the National Geodetic Survey in June 1991..
 MO0085
 MO0085.The geoid height was determined by GEOID03.
 MO0085
 MO0085.The dynamic height is computed by dividing the NAVD 88
 MO0085.geopotential number by the normal gravity value computed on the
 MO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0085.degrees latitude (g = 980.6199 gals.).
 MO0085
 MO0085.The modeled gravity was interpolated from observed gravity values.
 MO0085
 MO0085;                    North         East    Units  Estimated Accuracy
 MO0085;SPC WY E     -    75,120.      290,770.      MT  (+/- 180 meters Scaled)
 MO0085
 MO0085                          SUPERSEDED SURVEY CONTROL
 MO0085
 MO0085  NGVD 29 (??/??/92) 1543.065  (m)         5062.54   (f) ADJ UNCH    2 0
 MO0085
 MO0085.Superseded values are not recommended for survey control.
 MO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0085.See file dsdata.txt to determine how the superseded data were derived.
 MO0085
 MO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF767581(NAD 83)
 MO0085_MARKER: DB = BENCH MARK DISK
 MO0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0085_STAMPING: M M 80 1952
 MO0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0085+STABILITY: SURFACE MOTION
 MO0085
 MO0085  HISTORY     - Date     Condition        Report By
 MO0085  HISTORY     - 1952     MONUMENTED       CGS
 MO0085  HISTORY     - 1978     GOOD             WYHD
 MO0085  HISTORY     - 1985     GOOD             DMA
 MO0085
 MO0085                          STATION DESCRIPTION
 MO0085
 MO0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0085'1 MI SW FROM PINE BLUFFS.
 MO0085'1.05 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0085'STATION AT PINE BLUFFS, 7 POLES NORTHEAST OF MILEPOST 468, 132.5
 MO0085'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK,
 MO0085'89 FEET SOUTH OF THE CENTER LINE OF A ROAD, 44.4 FEET EAST
 MO0085'OF A TELEPHONE POLE, 5 FEET NORTHWEST OF A FENCE, 2.7 FEET
 MO0085'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0085'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MO0085
 MO0085                          STATION RECOVERY (1978)
 MO0085
 MO0085'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1978
 MO0085'RECOVERED IN GOOD CONDITION.
 MO0085
 MO0085                          STATION RECOVERY (1985)
 MO0085
 MO0085'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1151 ***********************************************************************
 MO1151  DESIGNATION -  MODEL
 MO1151  PID         -  MO1151
 MO1151  STATE/COUNTY-  WY/LARAMIE
 MO1151  USGS QUAD   -  INDIAN HILL (1990)
 MO1151
 MO1151                         *CURRENT SURVEY CONTROL
 MO1151  ___________________________________________________________________
 MO1151* NAD 83(1993)-  41 32 53.13833(N)    104 41 29.94832(W)     ADJUSTED  
 MO1151* NAVD 88     -      1762.     (meters)    5781.     (feet)  SCALED    
 MO1151  ___________________________________________________________________
 MO1151  LAPLACE CORR-          -9.27  (seconds)                    DEFLEC99
 MO1151  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 MO1151
 MO1151  HORZ ORDER  -  SECOND
 MO1151
 MO1151.The horizontal coordinates were established by classical geodetic methods
 MO1151.and adjusted by the National Geodetic Survey in January 1997..
 MO1151
 MO1151.The orthometric height was scaled from a topographic map.
 MO1151
 MO1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1151
 MO1151.The geoid height was determined by GEOID03.
 MO1151
 MO1151;                    North         East     Units Scale Factor Converg.
 MO1151;SPC WY E     -   116,497.108   239,630.100   MT  0.99995682   +0 18 54.2
 MO1151;UTM  13      - 4,599,649.494   525,716.518   MT  0.99960814   +0 12 16.2
 MO1151
 MO1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1151!SPC WY E     -   0.99972623  x   0.99995682  =   0.99968306
 MO1151!UTM  13      -   0.99972623  x   0.99960814  =   0.99933448
 MO1151
 MO1151|---------------------------------------------------------------------|
 MO1151| PID    Reference Object                     Distance      Geod. Az  |
 MO1151|                                                           dddmmss.s |
 MO1151| CQ3531 MODEL RM 2                           17.700 METERS 00059     |
 MO1151| CQ3530 MODEL RM 1                           17.302 METERS 17838     |
 MO1151| CQ3529 MODEL AZ MK                                        1812208.9 |
 MO1151|---------------------------------------------------------------------|
 MO1151
 MO1151                          SUPERSEDED SURVEY CONTROL
 MO1151
 MO1151  NAD 83(1986)-  41 32 53.12281(N)    104 41 29.94744(W) AD(       ) 2
 MO1151  NAD 27      -  41 32 53.20730(N)    104 41 28.07020(W) AD(       ) 2
 MO1151
 MO1151.Superseded values are not recommended for survey control.
 MO1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1151.See file dsdata.txt to determine how the superseded data were derived.
 MO1151
 MO1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2571799649(NAD 83)
 MO1151_MARKER: DS = TRIANGULATION STATION DISK
 MO1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1151
 MO1151  HISTORY     - Date     Condition        Report By
 MO1151  HISTORY     - 1963     MONUMENTED       CGS
 MO1151
 MO1151                          STATION DESCRIPTION
 MO1151
 MO1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1151'THE STATION IS 14 MILES SOUTH AND 7 MILES EAST OF CHUGWATER,
 MO1151'IN THE NORTHWEST QUARTER OF SECTION 8, T 18 N, R 65 W, ON THE
 MO1151'EAST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE ROAD.
 MO1151'
 MO1151'TO REACH THE STATION FROM THE POST OFFICE IN CHUGWATER, GO
 MO1151'SOUTH ON U.S. HIGHWAY 87 FOR 14.9 MILES TO A SIDE ROAD ON THE
 MO1151'LEFT, 0.1 MILE BEFORE REACHING A SERVICE STATION ON THE RIGHT.
 MO1151'TURN LEFT AND GO NORTHEAST ON THE OLD HIGHWAY FOR 0.7 MILE
 MO1151'TO A SIDE ROAD ON THE RIGHT, A SIGN MOFFATT RANCH.  TURN
 MO1151'RIGHT AND GO EASTERLY ON A GRAVEL ROAD FOR 9.6 MILES TO A
 MO1151'SIDE ROAD ON THE RIGHT AND A TRACK ROAD ON THE LEFT.  TURN
 MO1151'RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 0.15 MILE TO A POWER
 MO1151'POLE WITH A TRANSFORMER ON THE RIGHT AND THE STATION ON THE
 MO1151'LEFT.
 MO1151'
 MO1151'STATION MARKS ARE STANDARD DISKS STAMPED MODEL 1963.  THE
 MO1151'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1151'SURFACE OF THE GROUND.  IT IS 80.5 FEET EAST OF THE POWER POLE
 MO1151'WITH A TRANSFORMER, 21 FEET EAST OF THE CENTER OF THE GRAVEL
 MO1151'ROAD, 4.5 FEET SOUTH OF A METAL WITNESS POST AND 2.5 FEET
 MO1151'WEST OF A NORTH-SOUTH FENCE.  THE UNDERGROUND DISK IS SET
 MO1151'IN AN IRREGULAR MASS OF CONCRETE 41 INCHES BELOW THE SURFACE
 MO1151'OF THE GROUND.
 MO1151'
 MO1151'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MODEL NO 1 1963,
 MO1151'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 MO1151'IS 103 FEET SOUTHEAST OF THE POWER POLE, 61 FEET SOUTH OF THE
 MO1151'WITNESS POST, 22 FEET EAST OF THE CENTER OF THE GRAVEL ROAD
 MO1151'AND 1 FOOT WEST OF THE FENCE.
 MO1151'
 MO1151'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MODEL NO 2 1963,
 MO1151'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 MO1151'IS 97 FEET NORTHEAST OF THE POWER POLE, 53.5 FEET NORTH OF THE
 MO1151'WITNESS POST, 20 FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND
 MO1151'1 FOOT WEST OF THE FENCE.
 MO1151'
 MO1151'AZIMUTH MARK IS A STANDARD DISK STAMPED MODEL 1963, SET IN A
 MO1151'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 MO1151'IS 77.5 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 73
 MO1151'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 41.5 FEET
 MO1151'WEST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT EAST OF A FENCE.
 MO1151'
 MO1151'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MO1151'GRAVEL ROAD FOR 0.35 MILE TO A RANCH HOUSE AND THE MARK ON THE
 MO1151'RIGHT.
 MO1151'
 MO1151'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0407 ***********************************************************************
 OV0407  DESIGNATION -  MONETA
 OV0407  PID         -  OV0407
 OV0407  STATE/COUNTY-  WY/FREMONT
 OV0407  USGS QUAD   -  SEVENTY-ONE RESERVOIR (1952)
 OV0407
 OV0407                         *CURRENT SURVEY CONTROL
 OV0407  ___________________________________________________________________
 OV0407* NAD 83(1993)-  43 02 34.75310(N)    107 43 28.58088(W)     ADJUSTED  
 OV0407* NAVD 88     -      1821.48   (+/-2cm)    5976.0    (feet)  VERTCON   
 OV0407  ___________________________________________________________________
 OV0407  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 OV0407  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 OV0407
 OV0407  HORZ ORDER  -  THIRD
 OV0407  VERT ORDER  -  THIRD ? (See Below)
 OV0407
 OV0407.The horizontal coordinates were established by classical geodetic methods
 OV0407.and adjusted by the National Geodetic Survey in January 1997..
 OV0407
 OV0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0407.The vertical order pertains to the NGVD 29 superseded value.
 OV0407
 OV0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0407
 OV0407.The geoid height was determined by GEOID03.
 OV0407
 OV0407;                    North         East     Units Scale Factor Converg.
 OV0407;SPC WYWC     -   282,939.347   683,548.415   MT  1.00002334   +0 41 59.7
 OV0407;UTM  13      - 4,769,191.477   278,070.908   MT  1.00020594   -1 51 37.5
 OV0407
 OV0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0407!SPC WYWC     -   0.99971662  x   1.00002334  =   0.99973996
 OV0407!UTM  13      -   0.99971662  x   1.00020594  =   0.99992250
 OV0407
 OV0407:                Primary Azimuth Mark                     Grid Az
 OV0407:SPC WYWC     -  CANYON                                   146 31 57.9
 OV0407:UTM  13      -  CANYON                                   149 05 35.1
 OV0407
 OV0407|---------------------------------------------------------------------|
 OV0407| PID    Reference Object                     Distance      Geod. Az  |
 OV0407|                                                           dddmmss.s |
 OV0407| NR0476 CANYON                              APPROX.14.7 KM 1471357.6 |
 OV0407|---------------------------------------------------------------------|
 OV0407
 OV0407                          SUPERSEDED SURVEY CONTROL
 OV0407
 OV0407  NAD 83(1986)-  43 02 34.74324(N)    107 43 28.58689(W) AD(       ) 3
 OV0407  NAD 27      -  43 02 34.89604(N)    107 43 26.31800(W) AD(       ) 3
 OV0407  NGVD 29 (07/19/86) 1820.45   (m)         5972.6    (f) LEVELING    3  
 OV0407
 OV0407.Superseded values are not recommended for survey control.
 OV0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0407.See file dsdata.txt to determine how the superseded data were derived.
 OV0407
 OV0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7807169191(NAD 83)
 OV0407_MARKER: DD = SURVEY DISK
 OV0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0407_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OV0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0407+STABILITY: SURFACE MOTION
 OV0407
 OV0407  HISTORY     - Date     Condition        Report By
 OV0407  HISTORY     - 1950     MONUMENTED       USGS
 OV0407
 OV0407                          STATION DESCRIPTION
 OV0407
 OV0407'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OV0407'STATION IS LOCATED ABOUT 6 MI. S. OF MONETA AND ABOUT 32 MI. E. OF
 OV0407'RIVERTON ON THE HIGHEST POINT OF A LONG SAGE COVERED RIDGE.
 OV0407'
 OV0407'TO REACH FROM SHOSHONI POST OFFICE, DRIVE S. TO U.S. 26, TURN LEFT,
 OV0407'E. AND FOLLOW HIGHWAY E. FOR 19.4 MI. TO TOWN OF MONETA, CONTINUE E.
 OV0407'FOR 0.5 MI. TO T-RD. S., TURN RIGHT AND DRIVE 1.1 MI. PAST STOCK PENS
 OV0407'TO A RD. FORK, TAKE RIGHT FORK SW. FOR 6.6 MI. ON MAIN GRADED RD., TO
 OV0407'TOP OF LOW RIDGE AND TRAIL TO W., TURN SHARP RIGHT AND FOLLOW TRAIL TO
 OV0407'HIGHEST POINT AND STATION, 0.9 MI.
 OV0407'
 OV0407'STATION MARK--A STANDARD TABLET SET IN THE TOP OF A 6 IN. X 6 IN.
 OV0407'CONCRETE POST PROJECTING ABOUT 6 IN. ABOVE THE SURFACE, AND STAMPED
 OV0407'---MONETA 1950---.  STAMPED ---5973---.
 OV0407'
 OV0407'REFERENCE MARK NO. 1--STANDARD TABLET SET IN 6 IN. X 6 IN. CONCRETE
 OV0407'POST AND PROJECTING ABOUT 6 IN. ABOVE THE GROUND, 167.23 FT. S. OF
 OV0407'STATION, N 01 DEG 54 MIN W.
 OV0407'
 OV0407'REFERENCE MARK NO. 2--STANDARD TABLET SET IN 6 IN. X 6 IN. CONCRETE
 OV0407'POST AND PROJECTING ABOUT 6 IN. ABOVE THE GROUND, 141.51 FT. NE.,
 OV0407'S 88 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0577 ***********************************************************************
 MO0577  DESIGNATION -  MONOLITH
 MO0577  PID         -  MO0577
 MO0577  STATE/COUNTY-  WY/ALBANY
 MO0577  USGS QUAD   -  RED BUTTES (1978)
 MO0577
 MO0577                         *CURRENT SURVEY CONTROL
 MO0577  ___________________________________________________________________
 MO0577* NAD 83(1993)-  41 14 47.43598(N)    105 36 07.88287(W)     ADJUSTED  
 MO0577* NAVD 88     -      2198.393  (meters)    7212.56   (feet)  ADJUSTED  
 MO0577  ___________________________________________________________________
 MO0577  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 MO0577  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0577  DYNAMIC HT  -        2196.437 (meters)    7206.14  (feet)  COMP
 MO0577  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 MO0577
 MO0577  HORZ ORDER  -  THIRD
 MO0577  VERT ORDER  -  FIRST     CLASS II
 MO0577
 MO0577.The horizontal coordinates were established by classical geodetic methods
 MO0577.and adjusted by the National Geodetic Survey in January 1997..
 MO0577
 MO0577.The orthometric height was determined by differential leveling
 MO0577.and adjusted by the National Geodetic Survey in June 1991..
 MO0577
 MO0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0577
 MO0577.The geoid height was determined by GEOID03.
 MO0577
 MO0577.The dynamic height is computed by dividing the NAVD 88
 MO0577.geopotential number by the normal gravity value computed on the
 MO0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0577.degrees latitude (g = 980.6199 gals.).
 MO0577
 MO0577.The modeled gravity was interpolated from observed gravity values.
 MO0577
 MO0577;                    North         East     Units Scale Factor Converg.
 MO0577;SPC WY E     -    82,987.315   163,496.287   MT  0.99995389   -0 17 13.7
 MO0577;UTM  13      - 4,566,297.415   449,543.962   MT  0.99963133   -0 23 49.3
 MO0577
 MO0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0577!SPC WY E     -   0.99965709  x   0.99995389  =   0.99961100
 MO0577!UTM  13      -   0.99965709  x   0.99963133  =   0.99928855
 MO0577
 MO0577|---------------------------------------------------------------------|
 MO0577| PID    Reference Object                     Distance      Geod. Az  |
 MO0577|                                                           dddmmss.s |
 MO0577| MO0576 B 66                                 14.422 METERS 18556     |
 MO0577| MO1263 LARAMIE AIRPORT BEACON              APPROX.10.0 KM 3245545.7 |
 MO0577| MO0578 MONOLITH RM 2                        14.639 METERS 35731     |
 MO0577| MO1259 LARAMIE CEMENT PLANT STACK          APPROX. 2.5 KM 3574434.7 |
 MO0577| MO0579 MONOLITH AZ MK                                     3592625.4 |
 MO0577|---------------------------------------------------------------------|
 MO0577
 MO0577                          SUPERSEDED SURVEY CONTROL
 MO0577
 MO0577  NAD 83(1986)-  41 14 47.41902(N)    105 36 07.88146(W) AD(       ) 3
 MO0577  NAD 27      -  41 14 47.48800(N)    105 36 05.91000(W) AD(       ) 3
 MO0577  NGVD 29 (??/??/92) 2197.30   (m)         7209.0    (f) COMPUTED    1 2
 MO0577
 MO0577.Superseded values are not recommended for survey control.
 MO0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0577.See file dsdata.txt to determine how the superseded data were derived.
 MO0577
 MO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4954466297(NAD 83)
 MO0577_MARKER: DS = TRIANGULATION STATION DISK
 MO0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0577_STAMPING: MONOLITH 1948
 MO0577_MARK LOGO: CGS   
 MO0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0577+STABILITY: SURFACE MOTION
 MO0577
 MO0577  HISTORY     - Date     Condition        Report By
 MO0577  HISTORY     - 1948     MONUMENTED       CGS
 MO0577  HISTORY     - 1956     GOOD             CGS
 MO0577  HISTORY     - 1956     GOOD             NGS
 MO0577  HISTORY     - 1962     POOR             USGS
 MO0577  HISTORY     - 1983     POOR             NGS
 MO0577  HISTORY     - 19920831 POOR             USPSQD
 MO0577
 MO0577                          STATION DESCRIPTION
 MO0577
 MO0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO0577'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF LARAMIE, ALONG
 MO0577'THE EAST SIDE OF THE UNION PACIFIC RAILROAD, 1.5 MILE SOUTH
 MO0577'OF THE MONOLITH PORTLAND CEMENT PLANT, 36 PACES WEST OF THE
 MO0577'CENTER LINE OF U.S. HIGHWAY 287, 24 PACES NORTHEAST OF MILE
 MO0577'POST NO. 562, 6 FEET EAST OF FENCE LINE, 9 FEET NORTH-NORTHEAST
 MO0577'OF A 4 X 4 WITNESS POST, PROJECTS 3 INCHES, STAMPED, MONOLITH
 MO0577'1948.
 MO0577'
 MO0577'REFERENCE MARK NO. 1, A U.S. COAST AND GEODETIC SURVEY BENCH
 MO0577'MARK, IS APPROXIMATELY THE SAME ELEVATION AS THE STATION, 38 PACES
 MO0577'WEST OF THE CENTER LINE OF HIGHWAY, 17 PACES EAST OF MILEPOST
 MO0577'562, 6 FEET EAST OF FENCE LINE, SET IN TOP OF A 12 X 12
 MO0577'CONCRETE POST, PROJECTS 2 INCHES, STAMPED, B 66 1934.
 MO0577'
 MO0577'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 MO0577'THE STATION, 36 PACES WEST OF THE CENTER LINE OF HIGHWAY, 4
 MO0577'FEET EAST OF FENCE LINE, PROJECTS 3 INCHES, STAMPED, MONOLITH
 MO0577'NO 2 1948.
 MO0577'
 MO0577'THE AZIMUTH MARK IS LOCATED ALONG U.S. HIGHWAY 287, ALONG THE
 MO0577'ROUTE TO STATION, 0.6 MILE SOUTH OF THE ENTRANCE TO THE
 MO0577'MONOLITH PORTLAND CEMENT PLANT, 29 PACES WEST OF THE CENTER
 MO0577'LINE OF HIGHWAY, 1 FOOT EAST OF FENCE LINE, 4 FEET SOUTH OF
 MO0577'A 4 X 4 WITNESS POST, PROJECTS 4 INCHES, STAMPED, MONOLITH 1948.
 MO0577'
 MO0577'TO REACH FROM THE POST OFFICE IN LARAMIE.  GO WEST 1 BLOCK,
 MO0577'THEN LEFT (SOUTH) WHICH IS U.S. HIGHWAY 287 FOR 3.15 MILES TO THE
 MO0577'ENTRANCE TO THE MONOLITH PORTLAND CEMENT PLANT.  CONTINUE SOUTH
 MO0577'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 MO0577'ABOVE.  TO REACH STATION CONTINUE SOUTH ALONG HIGHWAY FOR 0.85
 MO0577'MILE TO THE STATION ON THE RIGHT AS DESCRIBED ABOVE.  A DRIVE
 MO0577'STATION.
 MO0577
 MO0577                          STATION RECOVERY (1956)
 MO0577
 MO0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 MO0577'4.7 MILES NORTH ALONG THE WEST TRACK OF THE UNION PACIFIC RAILROAD
 MO0577'FROM THE STATION SIGN AT RED BUTTES, 95 FEET EAST OF THE EAST
 MO0577'RAIL, 50 FEET NORTH OF MILEPOST 562, 24.4 FEET EAST OF A FENCE,
 MO0577'9 FEET NORTHEAST OF A WITNESS POST, A TRIANGULATION STATION
 MO0577'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MO0577'GROUND, IN SECTION 29, TOWNSHIP 15 NORTH, RANGE 73 WEST, STAMPED
 MO0577'MONOLITH 1948.
 MO0577'
 MO0577'B 66 IS 47.0 FEET SOUTH OF TRIANGULATION STATION MONOLITH 1948,
 MO0577'7.8 FEET EAST OF MILEPOST 562, 17.2 FEET EAST OF A FENCE, A
 MO0577'BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0577'0.2 FOOT ABOVE THE GROUND, STAMPED B 66 1934.
 MO0577'
 MO0577'MONOLITH R.M. 2 IS 48.4 FEET NORTH OF TRIANGULATION STATION
 MO0577'MONOLITH 1948, 93 FEET EAST OF THE EAST RAIL, 38.7 FEET SOUTHEAST
 MO0577'OF THE 1ST POLE NORTH OF MILEPOST 562, 22.4 FEET EAST OF A
 MO0577'FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 MO0577'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED MONOLITH
 MO0577'NO 2 1948.
 MO0577'
 MO0577'MONOLITH 1948 AZIMUTH IS 0.7 MILE NORTH OF TRIANGULATION STATION
 MO0577'MONOLITH 1948, 41.8 FEET EAST OF THE EAST RAIL, 1 FOOT EAST OF
 MO0577'A FENCE, 3 FEET SOUTH OF A WITNESS POST, AN AZIMUTH MARK DISK
 MO0577'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 MO0577'THE GROUND, STAMPED MONOLITH 1948, IN SECTION 20, TOWNSHIP
 MO0577'15 NORTH, RANGE 73 WEST.
 MO0577
 MO0577                          STATION RECOVERY (1956)
 MO0577
 MO0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MO0577'4.7 MI N FROM RED BUTTES.
 MO0577'4.7 MILES NORTH ALONG THE WEST TRACK OF THE UNION PACIFIC
 MO0577'RAILROAD FROM THE STATION SIGN AT RED BUTTES, 95 FEET EAST OF THE
 MO0577'EAST RAIL, 50 FEET NORTH OF MILEPOST 562, 24.4 FEET EAST OF A
 MO0577'FENCE, 9 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 MO0577'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN SECTION 29,
 MO0577'TOWNSHIP 15 NORTH, RANGE 73 WEST.  NOTE-- BM HAS BEEN TILTED BY
 MO0577'ROADGRADER.
 MO0577
 MO0577                          STATION RECOVERY (1962)
 MO0577
 MO0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MO0577'MARK RECOVERED IN POOR CONDITION.
 MO0577
 MO0577                          STATION RECOVERY (1983)
 MO0577
 MO0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0577'RECOVERED IN POOR CONDITION.  THE MARK HAS BEEN HIT AND IS TILTED
 MO0577'ABOUT 20 DEGREES.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
 MO0577
 MO0577                          STATION RECOVERY (1992)
 MO0577
 MO0577'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0577'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0579 ***********************************************************************
 MO0579  DESIGNATION -  MONOLITH AZ MK
 MO0579  PID         -  MO0579
 MO0579  STATE/COUNTY-  WY/ALBANY
 MO0579  USGS QUAD   -  LARAMIE (1978)
 MO0579
 MO0579                         *CURRENT SURVEY CONTROL
 MO0579  ___________________________________________________________________
 MO0579* NAD 83(1986)-  41 15 27.     (N)    105 36 08.     (W)     SCALED    
 MO0579* NAVD 88     -      2194.827  (meters)    7200.86   (feet)  ADJUSTED  
 MO0579  ___________________________________________________________________
 MO0579  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0579  DYNAMIC HT  -        2192.894 (meters)    7194.52  (feet)  COMP
 MO0579  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 MO0579
 MO0579  VERT ORDER  -  FIRST     CLASS II
 MO0579
 MO0579.The horizontal coordinates were scaled from a topographic map and have
 MO0579.an estimated accuracy of +/- 6 seconds.
 MO0579
 MO0579.The orthometric height was determined by differential leveling
 MO0579.and adjusted by the National Geodetic Survey in June 1991..
 MO0579
 MO0579.The geoid height was determined by GEOID03.
 MO0579
 MO0579.The dynamic height is computed by dividing the NAVD 88
 MO0579.geopotential number by the normal gravity value computed on the
 MO0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0579.degrees latitude (g = 980.6199 gals.).
 MO0579
 MO0579.The modeled gravity was interpolated from observed gravity values.
 MO0579
 MO0579;                    North         East    Units  Estimated Accuracy
 MO0579;SPC WY E     -    84,210.      163,500.      MT  (+/- 180 meters Scaled)
 MO0579
 MO0579                          SUPERSEDED SURVEY CONTROL
 MO0579
 MO0579  NGVD 29 (??/??/92) 2193.75   (m)         7197.3    (f) COMPUTED    1 2
 MO0579
 MO0579.Superseded values are not recommended for survey control.
 MO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0579.See file dsdata.txt to determine how the superseded data were derived.
 MO0579
 MO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF495675(NAD 83)
 MO0579_MARKER: DZ = AZIMUTH MARK DISK
 MO0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0579_STAMPING: MONOLITH 1948
 MO0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0579+STABILITY: SURFACE MOTION
 MO0579
 MO0579  HISTORY     - Date     Condition        Report By
 MO0579  HISTORY     - 1948     MONUMENTED       CGS
 MO0579  HISTORY     - 1956     GOOD             NGS
 MO0579  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0579  HISTORY     - 19920831 MARK NOT FOUND   USPSQD
 MO0579
 MO0579                          STATION DESCRIPTION
 MO0579
 MO0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0579'3.6 MI S FROM LARAMIE.
 MO0579'3.6 MILES SOUTH ALONG THE WEST TRACK OF THE UNION PACIFIC
 MO0579'RAILROAD FROM THE STATION AT LARAMIE, 0.7 MILE NORTH OF
 MO0579'TRIANGULATION STATION MONOLITH 1948, 4 RAILS NORTH OF SEMAPHORE
 MO0579'562, 41.8 FEET EAST OF THE EAST RAIL, 1 FOOT EAST OF A FENCE, 3
 MO0579'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0579'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN SECTION 20,
 MO0579'TOWNSHIP 15 NORTH, RANGE 73 WEST.
 MO0579
 MO0579                          STATION RECOVERY (1983)
 MO0579
 MO0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0579'MARK NOT FOUND.
 MO0579
 MO0579                          STATION RECOVERY (1992)
 MO0579
 MO0579'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0578 ***********************************************************************
 MO0578  DESIGNATION -  MONOLITH RM 2
 MO0578  PID         -  MO0578
 MO0578  STATE/COUNTY-  WY/ALBANY
 MO0578  USGS QUAD   -  RED BUTTES (1978)
 MO0578
 MO0578                         *CURRENT SURVEY CONTROL
 MO0578  ___________________________________________________________________
 MO0578* NAD 83(1986)-  41 14 48.     (N)    105 36 07.     (W)     SCALED    
 MO0578* NAVD 88     -      2198.469  (meters)    7212.81   (feet)  ADJUSTED  
 MO0578  ___________________________________________________________________
 MO0578  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0578  DYNAMIC HT  -        2196.513 (meters)    7206.39  (feet)  COMP
 MO0578  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 MO0578
 MO0578  VERT ORDER  -  FIRST     CLASS II
 MO0578
 MO0578.The horizontal coordinates were scaled from a topographic map and have
 MO0578.an estimated accuracy of +/- 6 seconds.
 MO0578
 MO0578.The orthometric height was determined by differential leveling
 MO0578.and adjusted by the National Geodetic Survey in June 1991..
 MO0578
 MO0578.The geoid height was determined by GEOID03.
 MO0578
 MO0578.The dynamic height is computed by dividing the NAVD 88
 MO0578.geopotential number by the normal gravity value computed on the
 MO0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0578.degrees latitude (g = 980.6199 gals.).
 MO0578
 MO0578.The modeled gravity was interpolated from observed gravity values.
 MO0578
 MO0578;                    North         East    Units  Estimated Accuracy
 MO0578;SPC WY E     -    83,010.      163,520.      MT  (+/- 180 meters Scaled)
 MO0578
 MO0578                          SUPERSEDED SURVEY CONTROL
 MO0578
 MO0578  NGVD 29 (??/??/92) 2197.371  (m)         7209.21   (f) ADJ UNCH    1 2
 MO0578
 MO0578.Superseded values are not recommended for survey control.
 MO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0578.See file dsdata.txt to determine how the superseded data were derived.
 MO0578
 MO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF495663(NAD 83)
 MO0578_MARKER: DR = REFERENCE MARK DISK
 MO0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0578_STAMPING: MONOLITH NO 2 1948
 MO0578_MARK LOGO: CGS   
 MO0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0578+STABILITY: SURFACE MOTION
 MO0578
 MO0578  HISTORY     - Date     Condition        Report By
 MO0578  HISTORY     - 1948     MONUMENTED       CGS
 MO0578  HISTORY     - 1956     GOOD             NGS
 MO0578  HISTORY     - 1983     GOOD             NGS
 MO0578  HISTORY     - 19920831 MARK NOT FOUND   USPSQD
 MO0578
 MO0578                          STATION DESCRIPTION
 MO0578
 MO0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0578'4.7 MI N FROM RED BUTTES.
 MO0578'4.7 MILES NORTH ALONG THE WEST TRACK OF THE UNION PACIFIC
 MO0578'RAILROAD FROM THE STATION SIGN AT RED BUTTES, 93 FEET EAST OF THE
 MO0578'EAST RAIL, 48.4 FEET NORTH OF TRIANGULATION STATION MONOLITH
 MO0578'1948, 38.7 FEET SOUTHEAST OF THE 1ST POLE NORTH OF MILEPOST
 MO0578'562, 22.4 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 MO0578'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, IN SECTION 29,
 MO0578'TOWNSHIP 15 NORTH, RANGE 73 WEST.
 MO0578
 MO0578                          STATION RECOVERY (1983)
 MO0578
 MO0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0578'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 MO0578
 MO0578                          STATION RECOVERY (1992)
 MO0578
 MO0578'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0512 ***********************************************************************
 PX0512  DESIGNATION -  MONTE
 PX0512  PID         -  PX0512
 PX0512  STATE/COUNTY-  WY/BIG HORN
 PX0512  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0512
 PX0512                         *CURRENT SURVEY CONTROL
 PX0512  ___________________________________________________________________
 PX0512* NAD 83(1993)-  44 15 00.24579(N)    108 00 23.43596(W)     ADJUSTED  
 PX0512* NAVD 88     -      1288.23   (+/-2cm)    4226.5    (feet)  VERTCON   
 PX0512  ___________________________________________________________________
 PX0512  LAPLACE CORR-           7.27  (seconds)                    DEFLEC99
 PX0512  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 PX0512
 PX0512  HORZ ORDER  -  THIRD
 PX0512  VERT ORDER  -  THIRD ? (See Below)
 PX0512
 PX0512.The horizontal coordinates were established by classical geodetic methods
 PX0512.and adjusted by the National Geodetic Survey in January 1997..
 PX0512
 PX0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0512.The vertical order pertains to the NGVD 29 superseded value.
 PX0512
 PX0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0512
 PX0512.The geoid height was determined by GEOID03.
 PX0512
 PX0512;                    North         East     Units Scale Factor Converg.
 PX0512;SPC WYEC     -   516,754.230   346,237.682   MT  0.99997303   -0 28 11.1
 PX0512;UTM  12      - 4,904,006.488   738,993.067   MT  1.00030252   +2 05 23.3
 PX0512;UTM  13      - 4,904,044.503   259,967.423   MT  1.00030864   -2 05 56.1
 PX0512
 PX0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0512!SPC WYEC     -   0.99980009  x   0.99997303  =   0.99977312
 PX0512!UTM  12      -   0.99980009  x   1.00030252  =   1.00010255
 PX0512!UTM  13      -   0.99980009  x   1.00030864  =   1.00010867
 PX0512
 PX0512                          SUPERSEDED SURVEY CONTROL
 PX0512
 PX0512  NAD 83(1986)-  44 15 00.23650(N)    108 00 23.43261(W) AD(       ) 3
 PX0512  NGVD 29 (11/06/89) 1287.42   (m)         4223.8    (f) LEVELING    3  
 PX0512
 PX0512.Superseded values are not recommended for survey control.
 PX0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0512.See file dsdata.txt to determine how the superseded data were derived.
 PX0512
 PX0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ3899304006(NAD 83)
 PX0512_MARKER: DS = TRIANGULATION STATION DISK
 PX0512_SETTING: 0 = UNSPECIFIED SETTING
 PX0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0512
 PX0512  HISTORY     - Date     Condition        Report By
 PX0512  HISTORY     - 1948     MONUMENTED       USGS
 PX0512
 PX0512                          STATION DESCRIPTION
 PX0512
 PX0512'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0512'LOCATED ABOUT 10 MI. S. OF BASIN AND 3 MI. W. OF MANDERSON, ON TOP OF
 PX0512'A PROMINENT, CONICAL, HILL ABOUT 0.4 MI. S. OF IRRIGATION CANAL.
 PX0512'
 PX0512'TO REACH FROM BASIN POST OFFICE, GO S. ON U.S. HIGHWAY 20 10.1 MI. TO
 PX0512'SIDE RD. (MONTGOMERY RANCH SIGN), TURN RIGHT OFF HIGHWAY AND GO 0.7
 PX0512'MI. TO RANCH, TURN RIGHT THROUGH RANCH AND GO W. 0.8 MI. TO T-RD.
 PX0512'FORK, TURN LEFT AND GO S. 0.4 MI. TO IRRIGATION CANAL, CONTINUE S.
 PX0512'0.5 MI., THEN TURN LEFT OFF RD., GO E. ABOUT 0.3 MI. TO TOP OF HILL
 PX0512'AND STATION.
 PX0512'
 PX0512'RECOVERED BY USGS IN 1967.
 PX0512'
 PX0512'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT AND STAMPED
 PX0512'---MONTE 1948 4224---.
 PX0512'
 PX0512'REFERENCE MARK NO. 1--A 1 IN. IRON PIPE, 21.5 FT. SW. OF STATION MARK.
 PX0512'
 PX0512'REFERENCE MARK NO. 2--A 2 IN. IRON PIPE, 41.4 FT. NW. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0784 ***********************************************************************
 OX0784  DESIGNATION -  MONUMENT
 OX0784  PID         -  OX0784
 OX0784  STATE/COUNTY-  WY/SUBLETTE
 OX0784  USGS QUAD   -  BONDURANT (1967)
 OX0784
 OX0784                         *CURRENT SURVEY CONTROL
 OX0784  ___________________________________________________________________
 OX0784* NAD 83(1993)-  43 11 00.28952(N)    110 27 33.29283(W)     ADJUSTED  
 OX0784* NAVD 88     -      2518.0    (meters)    8261.     (feet)  VERTCON   
 OX0784  ___________________________________________________________________
 OX0784  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 OX0784  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 OX0784
 OX0784  HORZ ORDER  -  FIRST
 OX0784
 OX0784.The horizontal coordinates were established by classical geodetic methods
 OX0784.and adjusted by the National Geodetic Survey in January 1997..
 OX0784
 OX0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0784
 OX0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0784
 OX0784.The geoid height was determined by GEOID03.
 OX0784
 OX0784;                    North         East     Units Scale Factor Converg.
 OX0784;SPC WY W     -   398,097.373   769,440.780   MT  0.99994898   -0 15 26.1
 OX0784;UTM  12      - 4,781,324.824   543,944.519   MT  0.99962376   +0 22 12.2
 OX0784
 OX0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0784!SPC WY W     -   0.99960692  x   0.99994898  =   0.99955592
 OX0784!UTM  12      -   0.99960692  x   0.99962376  =   0.99923082
 OX0784
 OX0784:                Primary Azimuth Mark                     Grid Az
 OX0784:SPC WY W     -  BONDURANT                                047 03 52.5
 OX0784:UTM  12      -  BONDURANT                                046 26 14.2
 OX0784
 OX0784|---------------------------------------------------------------------|
 OX0784| PID    Reference Object                     Distance      Geod. Az  |
 OX0784|                                                           dddmmss.s |
 OX0784| OX0782 BONDURANT                           APPROX. 4.7 KM 0464826.4 |
 OX0784| OX0783 MONUMENT RIDGE LOH                    7.366 METERS 24927     |
 OX0784| CP6258 MONUMENT RM 1                         3.974 METERS 25134     |
 OX0784| CP6259 MONUMENT RM 2                         9.936 METERS 33648     |
 OX0784|---------------------------------------------------------------------|
 OX0784
 OX0784                          SUPERSEDED SURVEY CONTROL
 OX0784
 OX0784  NAD 83(1993)-  43 11 00.28557(N)    110 27 33.28962(W) AD(       ) 1
 OX0784  NAD 83(1986)-  43 11 00.27345(N)    110 27 33.27975(W) AD(       ) 1
 OX0784  NAD 27      -  43 11 00.51100(N)    110 27 30.62600(W) AD(       ) 1
 OX0784  NGVD 29 (07/19/86) 2516.6    (m)         8257.     (f) VERT ANG       
 OX0784
 OX0784.Superseded values are not recommended for survey control.
 OX0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0784.See file dsdata.txt to determine how the superseded data were derived.
 OX0784
 OX0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN4394581325(NAD 83)
 OX0784_MARKER: DS = TRIANGULATION STATION DISK
 OX0784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0784_SP_SET: METAL PIPE IN CONCRETE
 OX0784
 OX0784  HISTORY     - Date     Condition        Report By
 OX0784  HISTORY     - 1946     MONUMENTED       CGS
 OX0784  HISTORY     - 1966     GOOD             USGS
 OX0784
 OX0784                          STATION DESCRIPTION
 OX0784
 OX0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0784'THE STATION IS LOCATED ON THE SUMMIT OF A LONG, HIGH, GRASS-COVERED
 OX0784'RIDGE AND IS JUST EAST OF THE FOREST SERVICE LOOKOUT HOUSE
 OX0784'(MONUMENT RIDGE L.O.).  IT IS ABOUT 3 MILES, AIRLINE, WEST
 OX0784'OF THE HOBACK RIVER, 3 MILES, AIRLINE, WEST-SOUTHWEST OF THE
 OX0784'BONDURANT POST-OFFICE, 26 MILES, AIRLINE, SOUTHEAST OF JACKSON,
 OX0784'AND 35 MILES, AIRLINE NORTHWEST OF PINEDALE.
 OX0784'
 OX0784'THE STATION MARK IS A STANDARD DISC WELDED ON THE TOP OF A
 OX0784'THREE INCH CAST IRON SOIL PIPE WHICH PROJECTS 4 INCHES.  THE
 OX0784'MARK IS SURROUNDED BY A MASS OF CONCRETE.  IS STAMPED MONUMENT
 OX0784'1946
 OX0784'
 OX0784'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0784'HOLE IN THE FIRST CONCRETE STEP WHICH LEADS INTO THE LOOKOUT
 OX0784'HOUSE.  IT IS STAMPED MONUMENT NO 1 1946.
 OX0784'
 OX0784'REFERENCE MARK NO. 2 IS A STANDARD DISC WELDED ON THE TOP
 OX0784'OF A THREE INCH CAST IRON SOIL PIPE WHICH IS FLUSH WITH THE
 OX0784'SURFACE OF THE GROUND, IS SURROUNDED BY A MASS OF CONCRETE,
 OX0784'AND IS ABOUT 1-1/2 FOOT LOWER THAN THE STATION MARK.  IT IS
 OX0784'STAMPED MONUMENT NO 2 1946.
 OX0784'
 OX0784'STATION BONDURANT MAY BE USED FOR AN AZIMUTH MARK.
 OX0784'
 OX0784'THE MONUMENT RIDGE LOOKOUT HOUSE (CENTER) IS A SUITABLE
 OX0784'SUBSTITUTE CONTROL STATION.
 OX0784'
 OX0784'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE PARK
 OX0784'IN JACKSON GO SOUTHEAST ON U.S. HIGHWAY NO. 187 25.0 MILES
 OX0784'TO BONDURANT POST OFFICE ON THE RIGHT AND A CHURCH ON THE
 OX0784'LEFT.  CONTINUE ON THE HIGHWAY 2.2 MILES TO A ROAD LEADING
 OX0784'TO RIGHT, WESTERLY AND SIGN UPPER HOBACK RIVER ROAD.  TURN
 OX0784'RIGHT ON A DIRT ROAD AND GO 0.55 MILES TO FORKS.  TAKE
 OX0784'THE LEFT FORK UP DRAW THENCE RIGHT, NORTHERLY UP RIDGE FOR 5.65
 OX0784'MILES TO THE U.S. FOREST SERVICE LOOKOUT HOUSE AND THE
 OX0784'STATION.  A DRIVE STATION.
 OX0784
 OX0784                          STATION RECOVERY (1966)
 OX0784
 OX0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OX0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0461 ***********************************************************************
 PX0461  DESIGNATION -  MONUMENT
 PX0461  PID         -  PX0461
 PX0461  STATE/COUNTY-  WY/PARK
 PX0461  USGS QUAD   -  SUNLIGHT PEAK (1991)
 PX0461
 PX0461                         *CURRENT SURVEY CONTROL
 PX0461  ___________________________________________________________________
 PX0461* NAD 83(1993)-  44 31 24.61515(N)    109 46 07.09234(W)     ADJUSTED  
 PX0461* NAVD 88     -      3328.0    (meters)   10919.     (feet)  VERTCON   
 PX0461  ___________________________________________________________________
 PX0461  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 PX0461  GEOID HEIGHT-          -7.77  (meters)                     GEOID03
 PX0461
 PX0461  HORZ ORDER  -  THIRD
 PX0461
 PX0461.The horizontal coordinates were established by classical geodetic methods
 PX0461.and adjusted by the National Geodetic Survey in January 1997..
 PX0461
 PX0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0461
 PX0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0461
 PX0461.The geoid height was determined by GEOID03.
 PX0461
 PX0461;                    North         East     Units Scale Factor Converg.
 PX0461;SPC WYWC     -   447,420.841   519,025.801   MT  1.00001810   -0 42 51.5
 PX0461;UTM  12      - 4,930,757.331   597,851.409   MT  0.99971775   +0 51 48.6
 PX0461
 PX0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0461!SPC WYWC     -   0.99947967  x   1.00001810  =   0.99949776
 PX0461!UTM  12      -   0.99947967  x   0.99971775  =   0.99919756
 PX0461
 PX0461:                Primary Azimuth Mark                     Grid Az
 PX0461:SPC WYWC     -  SUNLIGHT                                 356 52 14.9
 PX0461:UTM  12      -  SUNLIGHT                                 355 17 34.8
 PX0461
 PX0461|---------------------------------------------------------------------|
 PX0461| PID    Reference Object                     Distance      Geod. Az  |
 PX0461|                                                           dddmmss.s |
 PX0461| PX0462 SUNLIGHT                            APPROX. 9.5 KM 3560923.4 |
 PX0461|---------------------------------------------------------------------|
 PX0461
 PX0461                          SUPERSEDED SURVEY CONTROL
 PX0461
 PX0461  NAD 83(1986)-  44 31 24.60469(N)    109 46 07.07930(W) AD(       ) 3
 PX0461  NAD 27      -  44 31 24.79558(N)    109 46 04.43861(W) AD(       ) 3
 PX0461  NGVD 29 (07/19/86) 3326.7    (m)        10914.     (f) VERT ANG       
 PX0461
 PX0461.Superseded values are not recommended for survey control.
 PX0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0461.See file dsdata.txt to determine how the superseded data were derived.
 PX0461
 PX0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ9785130757(NAD 83)
 PX0461_MARKER: DD = SURVEY DISK
 PX0461_SETTING: 0 = UNSPECIFIED SETTING
 PX0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0461
 PX0461  HISTORY     - Date     Condition        Report By
 PX0461  HISTORY     - 1953     MONUMENTED       USGS
 PX0461
 PX0461                          STATION DESCRIPTION
 PX0461
 PX0461'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0461'STATION IS LOCATED ON TOP OF MONUMENT MOUNTAIN, ON THE HIGHEST POINT.
 PX0461'STATION IS LOCATED ABOUT 10 MI. (AIRLINE) NE. OF PAHASKA TEPEES AND
 PX0461'ABOUT 6 MI. (AIRLINE) NW. OF WHERE THE CLEARWATER CREEK CROSSES THE
 PX0461'CODY ROAD (U.S. 14 AND 20) TO YELLOWSTONE NATIONAL PARK.  STATION IS
 PX0461'LOCATED IN PARK COUNTY, WYOMING.
 PX0461'
 PX0461'TO REACH STATION FROM PAHASKA TEPEES, WYOMING, PROCEED ABOUT 11.0
 PX0461'MI. ALONG U.S. HIGHWAYS 14 AND 20 TOWARDS CODY, WYOMING, TO THE
 PX0461'BLACKWATER LODGE, WHERE HORSES CAN BE OBTAINED.  OBTAIN HORSES AND
 PX0461'PROCEED ABOUT 4.8 MI. TO JUNCTION OF U.S. HIGHWAYS 14 AND 20 AND
 PX0461'CLEARWATER CREEK.  TURN LEFT HERE AT SIGN MARKED ---CLEARWATER
 PX0461'TRAIL--- AND PROCEED UP THIS TRAIL FOR ABOUT 5 OR 6 HOURS TO A
 PX0461'POINT ABOUT 5 MI. ABOVE FIRST LARGE DRAIN FORK TO THE RIGHT, AND
 PX0461'ABOUT 2 MI. BELOW SECOND LARGE DRAIN FORK TO RIGHT.  WORK HORSES
 PX0461'UP WELL TIMBERED RIDGE TO THE LEFT.  HORSES CAN BE WORKED UP AS
 PX0461'FAR AS THE RIMROCK.  UNPACK AND PROCEED VIA BACK PACK UP OVER 14
 PX0461'FT. CLIFF AND ON TO HIGHEST POINT OF MOUNTAIN.  ABOUT A 1-2 HOUR
 PX0461'BACK PACK.
 PX0461'
 PX0461'STATION MARK--STANDARD TABLET, SET IN LAVA ROCK FLUSH WITH GROUND,
 PX0461'STAMPED ---MONUMENT 1953---.
 PX0461'
 PX0461'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0493 ***********************************************************************
 PX0493  DESIGNATION -  MONUMENT
 PX0493  PID         -  PX0493
 PX0493  STATE/COUNTY-  WY/PARK
 PX0493  USGS QUAD   -  SHOSHONE CANYON (1987)
 PX0493
 PX0493                         *CURRENT SURVEY CONTROL
 PX0493  ___________________________________________________________________
 PX0493* NAD 83(1993)-  44 36 58.01597(N)    109 13 13.16851(W)     ADJUSTED  
 PX0493* NAVD 88     -      2091.70   (+/-2cm)    6862.5    (feet)  VERTCON   
 PX0493  ___________________________________________________________________
 PX0493  LAPLACE CORR-         -23.55  (seconds)                    DEFLEC99
 PX0493  GEOID HEIGHT-         -10.78  (meters)                     GEOID03
 PX0493
 PX0493  HORZ ORDER  -  THIRD
 PX0493  VERT ORDER  -  THIRD ? (See Below)
 PX0493
 PX0493.The horizontal coordinates were established by classical geodetic methods
 PX0493.and adjusted by the National Geodetic Survey in January 1997..
 PX0493
 PX0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0493.The vertical order pertains to the NGVD 29 superseded value.
 PX0493
 PX0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0493
 PX0493.The geoid height was determined by GEOID03.
 PX0493
 PX0493;                    North         East     Units Scale Factor Converg.
 PX0493;SPC WYWC     -   457,314.335   562,671.934   MT  0.99995463   -0 19 49.2
 PX0493;UTM  12      - 4,941,847.592   641,199.439   MT  0.99984518   +1 15 00.6
 PX0493
 PX0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0493!SPC WYWC     -   0.99967383  x   0.99995463  =   0.99962848
 PX0493!UTM  12      -   0.99967383  x   0.99984518  =   0.99951906
 PX0493
 PX0493:                Primary Azimuth Mark                     Grid Az
 PX0493:SPC WYWC     -  CAMP                                     236 44 47.7
 PX0493:UTM  12      -  CAMP                                     235 09 57.9
 PX0493
 PX0493|---------------------------------------------------------------------|
 PX0493| PID    Reference Object                     Distance      Geod. Az  |
 PX0493|                                                           dddmmss.s |
 PX0493| PX0479 CAMP                                APPROX. 6.3 KM 2362458.5 |
 PX0493|---------------------------------------------------------------------|
 PX0493
 PX0493                          SUPERSEDED SURVEY CONTROL
 PX0493
 PX0493  NAD 83(1986)-  44 36 58.00656(N)    109 13 13.15431(W) AD(       ) 3
 PX0493  NGVD 29 (09/11/89) 2090.53   (m)         6858.7    (f) LEVELING    3  
 PX0493
 PX0493.Superseded values are not recommended for survey control.
 PX0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0493.See file dsdata.txt to determine how the superseded data were derived.
 PX0493
 PX0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4119941848(NAD 83)
 PX0493_MARKER: DS = TRIANGULATION STATION DISK
 PX0493_SETTING: 0 = UNSPECIFIED SETTING
 PX0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0493
 PX0493  HISTORY     - Date     Condition        Report By
 PX0493  HISTORY     - 1947     MONUMENTED       USGS
 PX0493
 PX0493                          STATION DESCRIPTION
 PX0493
 PX0493'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0493'STATION IS LOCATED ABOUT 9 MI. AIR (14 MI. BY RD.)NW. OF CODY,
 PX0493'WYOMING IN SEC. 35 T.54 N., R.102 W., 238.68 FT. NW. OF 1/4 CORNER
 PX0493'BETWEEN SECS. 35 AND 36.  ABOUT 110 FT. S. OF THE MONUMENT HILL RD.
 PX0493'ON THE TOP OF A SMOOTH GRASSY HILL, ABOUT 50 FT. N. OF THE S. BREAK
 PX0493'AND APPROXIMATELY ON THE HIGHEST PART OF THE HILL.
 PX0493'
 PX0493'TO REACH STATION FROM THE POST OFFICE IN CODY, WYOMING, FOLLOW THE
 PX0493'MAIN RD. N. TOWARD CLARK, WYOMING FOR 9.0 MI. TO A GRADED RD. S.
 PX0493'WHICH IS THE MONUMENT HILL RD.FOR 5.2 MI. TO A DIM RD. LEADING UP A
 PX0493'STEEP GRADE, FOLLOW DIM RD. FOR 0.1 MI. TO TOP OF HILL AND STATION
 PX0493'LOCATION.
 PX0493'
 PX0493'STATION MARK - A STANDARD GEOLOGICAL SURVEY TABLET STAMPED---1947
 PX0493'MONUMENT--- SET IN THE TOP OF A CONCRETE POST.
 PX0493'
 PX0493'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1--- SET
 PX0493'IN POURED IN PLACE STEEL REINFORCED CONCRETE POST 8 IN. SQUARE AND
 PX0493'PROTRUDING 4 IN. ABOVE GROUND, 49.99 FT. FROM STATION N 71 DEGREES
 PX0493'11 MINUTES, NE.
 PX0493'
 PX0493'REFERENCE MARK NO.2 - STANDARD US GLO 1/4 CORNER MARKER STAMPED
 PX0493'---1/4 SEC.35/36, 1913---, 238.68 FT. FROM STATION N 23 DEGREES
 PX0493'49 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0783 ***********************************************************************
 OX0783  DESIGNATION -  MONUMENT RIDGE LOH
 OX0783  PID         -  OX0783
 OX0783  STATE/COUNTY-  WY/SUBLETTE
 OX0783  USGS QUAD   -  BONDURANT (1967)
 OX0783
 OX0783                         *CURRENT SURVEY CONTROL
 OX0783  ___________________________________________________________________
 OX0783* NAD 83(1993)-  43 11 00.20572(N)    110 27 33.59825(W)     ADJUSTED  
 OX0783* NAVD 88     -      2518.     (meters)    8261.     (feet)  SCALED    
 OX0783  ___________________________________________________________________
 OX0783  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 OX0783  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 OX0783
 OX0783  HORZ ORDER  -  THIRD
 OX0783
 OX0783.The horizontal coordinates were established by classical geodetic methods
 OX0783.and adjusted by the National Geodetic Survey in January 1997..
 OX0783
 OX0783.The orthometric height was scaled from a topographic map.
 OX0783
 OX0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0783
 OX0783.The geoid height was determined by GEOID03.
 OX0783
 OX0783;                    North         East     Units Scale Factor Converg.
 OX0783;SPC WY W     -   398,094.818   769,433.872   MT  0.99994899   -0 15 26.3
 OX0783;UTM  12      - 4,781,322.194   543,937.641   MT  0.99962375   +0 22 12.0
 OX0783
 OX0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0783!SPC WY W     -   0.99960685  x   0.99994899  =   0.99955586
 OX0783!UTM  12      -   0.99960685  x   0.99962375  =   0.99923075
 OX0783
 OX0783                          SUPERSEDED SURVEY CONTROL
 OX0783
 OX0783  NAD 83(1993)-  43 11 00.20177(N)    110 27 33.59504(W) AD(       ) 4
 OX0783  NAD 83(1986)-  43 11 00.18966(N)    110 27 33.58517(W) AD(       ) 4
 OX0783  NAD 27      -  43 11 00.42700(N)    110 27 30.93100(W) AD(       ) 3
 OX0783
 OX0783.Superseded values are not recommended for survey control.
 OX0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0783.See file dsdata.txt to determine how the superseded data were derived.
 OX0783
 OX0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN4393881322(NAD 83)
 OX0783_MARKER: 73 = LOOKOUT HOUSE
 OX0783
 OX0783  HISTORY     - Date     Condition        Report By
 OX0783  HISTORY     - 1946     FIRST OBSERVED   USFS
 OX0783
 OX0783                          STATION DESCRIPTION
 OX0783
 OX0783'DESCRIBED BY US FOREST SERVICE 1946
 OX0783'THE MONUMENT RIDGE LOOKOUT HOUSE (CENTER) IS A SUITABLE
 OX0783'SUBSTITUTE CONTROL STATION.
 OX0783'
 OX0783'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE PARK
 OX0783'IN JACKSON GO SOUTHEAST ON U.S. HIGHWAY NO. 187 25.0 MILES
 OX0783'TO BONDURANT POST OFFICE ON THE RIGHT AND A CHURCH ON THE
 OX0783'LEFT.  CONTINUE ON THE HIGHWAY 2.2 MILES TO A ROAD LEADING
 OX0783'TO RIGHT, WESTERLY AND SIGN UPPER HOBACK RIVER ROAD.  TURN
 OX0783'RIGHT ON A DIRT ROAD AND GO 0.55 MILES TO FORKS.  TAKE
 OX0783'THE LEFT FORK UP DRAW THENCE RIGHT, NORTHERLY UP RIDGE FOR 5.65
 OX0783'MILES TO THE U.S. FOREST SERVICE LOOKOUT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0494 ***********************************************************************
 PX0494  DESIGNATION -  MOONCREST
 PX0494  PID         -  PX0494
 PX0494  STATE/COUNTY-  WY/PARK
 PX0494  USGS QUAD   -  PAT O'HARA MOUNTAIN (1991)
 PX0494
 PX0494                         *CURRENT SURVEY CONTROL
 PX0494  ___________________________________________________________________
 PX0494* NAD 83(1993)-  44 39 35.90286(N)    109 22 26.22523(W)     ADJUSTED  
 PX0494* NAVD 88     -      3040.5    (meters)    9975.     (feet)  VERTCON   
 PX0494  ___________________________________________________________________
 PX0494  LAPLACE CORR-         -20.83  (seconds)                    DEFLEC99
 PX0494  GEOID HEIGHT-          -9.66  (meters)                     GEOID03
 PX0494
 PX0494  HORZ ORDER  -  THIRD
 PX0494
 PX0494.The horizontal coordinates were established by classical geodetic methods
 PX0494.and adjusted by the National Geodetic Survey in January 1997..
 PX0494
 PX0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0494
 PX0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0494
 PX0494.The geoid height was determined by GEOID03.
 PX0494
 PX0494;                    North         East     Units Scale Factor Converg.
 PX0494;SPC WYWC     -   462,269.463   550,516.375   MT  0.99996760   -0 26 18.9
 PX0494;UTM  12      - 4,946,464.810   628,913.463   MT  0.99980436   +1 08 35.2
 PX0494
 PX0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0494!SPC WYWC     -   0.99952500  x   0.99996760  =   0.99949262
 PX0494!UTM  12      -   0.99952500  x   0.99980436  =   0.99932946
 PX0494
 PX0494:                Primary Azimuth Mark                     Grid Az
 PX0494:SPC WYWC     -  TROUGH                                   172 31 24.0
 PX0494:UTM  12      -  TROUGH                                   170 56 29.9
 PX0494
 PX0494|---------------------------------------------------------------------|
 PX0494| PID    Reference Object                     Distance      Geod. Az  |
 PX0494|                                                           dddmmss.s |
 PX0494| PX0504 TROUGH                              APPROX. 5.0 KM 1720505.1 |
 PX0494|---------------------------------------------------------------------|
 PX0494
 PX0494                          SUPERSEDED SURVEY CONTROL
 PX0494
 PX0494  NAD 83(1986)-  44 39 35.88853(N)    109 22 26.20769(W) AD(       ) 3
 PX0494  NGVD 29 (09/11/89) 3039.2    (m)         9971.     (f) VERT ANG       
 PX0494
 PX0494.Superseded values are not recommended for survey control.
 PX0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0494.See file dsdata.txt to determine how the superseded data were derived.
 PX0494
 PX0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2891346465(NAD 83)
 PX0494_MARKER: DS = TRIANGULATION STATION DISK
 PX0494_SETTING: 0 = UNSPECIFIED SETTING
 PX0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0494
 PX0494  HISTORY     - Date     Condition        Report By
 PX0494  HISTORY     - 1947     MONUMENTED       USGS
 PX0494
 PX0494                          STATION DESCRIPTION
 PX0494
 PX0494'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0494'STATION IS LOCATED ON THE HIGHEST BALD PEAK ON THE W. END OF PAT
 PX0494'OHARA MOUNTAIN ABOUT 1 MI. N. OF STOVE SPRING, ABOUT 3 MI. E. OF BEAR
 PX0494'SPRINGS ABOUT 3.5 MI. N. AND 0.5 MI. E. OF THE MOONCREST RANCH, ON THE
 PX0494'HIGHEST POINT ON THE DIVIDE BETWEEN PAT OHARA CREEK TO THE S. AND E.
 PX0494'DRY FORK OF PAT OHARA CREEK TO THE N. AND E., RATTLESNAKE CREEK TO THE
 PX0494'S. AND DEAD INDIAN CREEK TO THE W. ABOUT 6 MI. BY TRAIL S, OF HENERYS
 PX0494'SAWMILL.
 PX0494'
 PX0494'TO REACH STATION FROM CODY, WYOMING FOLLOW THE MAIN RD. INTO SUNLIGHT
 PX0494'BASIN FOR ABOUT 30 MI. TO RD. INTERSECTION ABOUT 1.5 MI. SE. OF DEAD
 PX0494'INDIAN SUMMIT.  THIS RD. LEADS TO HENERYS SAWMILL.  FOLLOW THE SAWMILL
 PX0494'RD. ABOUT 3 MI. TO THE SAWMILL, THEN FOLLOW PACK TRAIL WHICH IN THE
 PX0494'VICINITY OF THE SAWMILL IS ALSO A SKID ROAD, THE PACK TRAIL FOLLOWS
 PX0494'CLOSER TO THE CREEK.  FOLLOW THIS TRAIL FOR ABOUT 5.5 MI. TO ABOVE
 PX0494'TIMBERLINE, STATION CAN BE SEEN WHEN THE TRAIL LEAVES THE TIMBER.
 PX0494'HORSES CAN BE TAKEN TO THE STATION.  WATER IS NOT AVAILABLE IN THE
 PX0494'VICINITY AFTER THE SNOW IS GONE.  HORSES ARE NOT AVAILABLE, MUST BE
 PX0494'TRUCKED FROM CODY OR CLARK, WYOMING.
 PX0494'
 PX0494'STATION MARK - STANDARD STATION TABLET STAMPED---MOONCREST 1947---
 PX0494'AND CEMENTED INTO ROCK LEDGE.  NOTE-LIGHTENING HAS STRUCK THIS STATION
 PX0494'AND SHATTERED PART OF THE CEMENT AND ROCK LOOSE.  STATION IS YET SET
 PX0494'FIRM BUT PARTLY EXPOSED.
 PX0494'
 PX0494'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1---
 PX0494'CEMENTED IN ROCK LEDGE 16.22 FT. FROM STATION N 52 DEGREES
 PX0494'10 MINUTES, NE.
 PX0494'
 PX0494'REFERENCE MARK NO.2 - STANDARD STATION MARK STAMPED---REF 2---
 PX0494'CEMENTED IN ROCK OUTCROP 6.12 FT. FROM STATION N 83 DEGREES
 PX0494'33 MINUTES, SW.
 PX0494'
 PX0494'REFERENCE MARK NO.3 - A STANDARD ALUMINUM BENCH MARK TABLET STAMPED
 PX0494'---10,120--- CEMENTED IN ROCK LEDGE 6.123 FT. FROM STATION IN TRUE
 PX0494'AZIMUTH. (NOTE-THIS IS AN OLD USGS BENCH MARK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0343 ***********************************************************************
 OV0343  DESIGNATION -  MOORE
 OV0343  PID         -  OV0343
 OV0343  STATE/COUNTY-  WY/CAMPBELL
 OV0343  USGS QUAD   -  SAWMILL CANYON (1984)
 OV0343
 OV0343                         *CURRENT SURVEY CONTROL
 OV0343  ___________________________________________________________________
 OV0343* NAD 83(1993)-  43 29 53.59507(N)    106 00 29.53127(W)     ADJUSTED  
 OV0343* NAVD 88     -      1734.7    (meters)    5691.     (feet)  VERTCON   
 OV0343  ___________________________________________________________________
 OV0343  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 OV0343  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 OV0343  OBS GRAVITY -     979,954.5   (mgal)                       GRAV_OBS
 OV0343
 OV0343  HORZ ORDER  -  THIRD
 OV0343
 OV0343.The horizontal coordinates were established by classical geodetic methods
 OV0343.and adjusted by the National Geodetic Survey in January 1997..
 OV0343
 OV0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0343
 OV0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0343
 OV0343.The geoid height was determined by GEOID03.
 OV0343.The observed gravity was obtained from relative gravimeter ties
 OV0343.to the IGSN71 gravity network.
 OV0343
 OV0343;                    North         East     Units Scale Factor Converg.
 OV0343;SPC WY E     -   333,345.502   131,941.449   MT  0.99999446   -0 34 45.4
 OV0343;SPC WYEC     -   433,854.582   507,169.095   MT  1.00007873   +0 54 44.0
 OV0343;UTM  13      - 4,816,637.453   418,489.874   MT  0.99968172   -0 41 38.5
 OV0343
 OV0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0343!SPC WY E     -   0.99973030  x   0.99999446  =   0.99972477
 OV0343!SPC WYEC     -   0.99973030  x   1.00007873  =   0.99980901
 OV0343!UTM  13      -   0.99973030  x   0.99968172  =   0.99941211
 OV0343
 OV0343:                Primary Azimuth Mark                     Grid Az
 OV0343:SPC WY E     -  OGALLALA                                 065 39 34.7
 OV0343:SPC WYEC     -  OGALLALA                                 064 10 05.3
 OV0343:UTM  13      -  OGALLALA                                 065 46 27.8
 OV0343
 OV0343|---------------------------------------------------------------------|
 OV0343| PID    Reference Object                     Distance      Geod. Az  |
 OV0343|                                                           dddmmss.s |
 OV0343| OU0450 OGALLALA                            APPROX. 7.4 KM 0650449.3 |
 OV0343|---------------------------------------------------------------------|
 OV0343
 OV0343                          SUPERSEDED SURVEY CONTROL
 OV0343
 OV0343  NAD 83(1986)-  43 29 53.57680(N)    106 00 29.50690(W) AD(       ) 3
 OV0343  NAD 27      -  43 29 53.68440(N)    106 00 27.45787(W) AD(       ) 3
 OV0343  NGVD 29 (07/19/86) 1733.8    (m)         5688.     (f) VERT ANG       
 OV0343
 OV0343.Superseded values are not recommended for survey control.
 OV0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0343.See file dsdata.txt to determine how the superseded data were derived.
 OV0343
 OV0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ1849016637(NAD 83)
 OV0343_MARKER: DD = SURVEY DISK
 OV0343_SETTING: 0 = UNSPECIFIED SETTING
 OV0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0343
 OV0343  HISTORY     - Date     Condition        Report By
 OV0343  HISTORY     - 1952     MONUMENTED       USGS
 OV0343
 OV0343                          STATION DESCRIPTION
 OV0343
 OV0343'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OV0343'STATION IS LOCATED ON THE HIGH POINT OF A GRASSY RIDGE, ABOUT 12 MI.
 OV0343'(AIRLINE) SE. OF LINCH, 20 MI. (AIRLINE) SE. OF SUSSEX, AND 13.5 MI.
 OV0343'(AIRLINE) SW. OF PINE TREE.
 OV0343'
 OV0343'TO REACH FROM LINCH, GO E. ON OIL RD. FOR 7.0 MI. TO STATE HIGHWAY
 OV0343'387.  TURN LEFT (E.) ON HIGHWAY 387 FOR 5.0 MI. TO MOORE RANCH RD.
 OV0343'TURN RIGHT (S.) ON RANCH RD. AND CONTINUE S. FOR 2.7 MI. TO MOORE
 OV0343'RANCH HOUSE, TAKE RD. TO THE LEFT PAST THE HOUSE AND THROUGH A GATE
 OV0343'TO A Y-RD. JUST E. OF SHEEP PENS.  TAKE RIGHT (E.) FORK AND FOLLOW
 OV0343'TRACK RD. E. ACROSS COUNTRY FOR 1.9 MI. TO TOP OF RIDGE, T-RD.
 OV0343'AND N-S. FENCE.  TAKE RIGHT (S.) FORK AND FOLLOW FENCE FOR 0.5 MI.
 OV0343'TO HIGH POINT OF RIDGE AND STATION.  STATION HILL CAN BE EASILY
 OV0343'RECOGNIZED FROM THE N. AND W. BY A CLEARED FENCE LINE RUNNING UP
 OV0343'THE RIDGE TOWARD STATION SITE.
 OV0343'
 OV0343'STATION MARK--STANDARD TABLET, STAMPED ---MOORE 1952---, SET IN A
 OV0343'CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND.
 OV0343'
 OV0343'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING ROD, SET IN A CONCRETE
 OV0343'POST, PROJECTING 4 IN. ABOVE GROUND, 48.4 FT. FROM STATION MARK,
 OV0343'S 63 DEG 15 MIN W.
 OV0343'
 OV0343'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING ROD, PROJECTING 6 IN.
 OV0343'ABOVE GROUND, 20.6 FT. FROM STATION MARK, S 19 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0513 ***********************************************************************
 PV0513  DESIGNATION -  MOORECROFT
 PV0513  PID         -  PV0513
 PV0513  STATE/COUNTY-  WY/CROOK
 PV0513  USGS QUAD   -  SPYGLASS HILL (1982)
 PV0513
 PV0513                         *CURRENT SURVEY CONTROL
 PV0513  ___________________________________________________________________
 PV0513* NAD 83(1993)-  44 13 32.61445(N)    104 56 52.34883(W)     ADJUSTED  
 PV0513* NAVD 88     -      1397.7    (meters)    4586.     (feet)  VERTCON   
 PV0513  ___________________________________________________________________
 PV0513  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 PV0513  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 PV0513
 PV0513  HORZ ORDER  -  FIRST
 PV0513
 PV0513.The horizontal coordinates were established by classical geodetic methods
 PV0513.and adjusted by the National Geodetic Survey in January 1998..
 PV0513
 PV0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0513
 PV0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0513
 PV0513.The geoid height was determined by GEOID03.
 PV0513
 PV0513;                    North         East     Units Scale Factor Converg.
 PV0513;SPC WY E     -   413,852.478   217,480.713   MT  0.99994126   +0 09 09.4
 PV0513;UTM  13      - 4,896,945.575   504,163.225   MT  0.99960021   +0 02 10.9
 PV0513
 PV0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0513!SPC WY E     -   0.99978314  x   0.99994126  =   0.99972442
 PV0513!UTM  13      -   0.99978314  x   0.99960021  =   0.99938344
 PV0513
 PV0513:                Primary Azimuth Mark                     Grid Az
 PV0513:SPC WY E     -  DEVILS TOWER TOP CENTER                  024 20 13.5
 PV0513:UTM  13      -  DEVILS TOWER TOP CENTER                  024 27 12.0
 PV0513
 PV0513|---------------------------------------------------------------------|
 PV0513| PID    Reference Object                     Distance      Geod. Az  |
 PV0513|                                                           dddmmss.s |
 PV0513| PV0523 DEVILS TOWER TOP CENTER             APPROX.44.6 KM 0242922.9 |
 PV0513| CQ3538 MOORECROFT RM 1                      10.668 METERS 04349     |
 PV0513| CQ3537 MOORECROFT AZ MK                                   0783606.7 |
 PV0513| CQ3539 MOORECROFT RM 2                      82.250 METERS 09920     |
 PV0513| CQ3540 MOORECROFT RM 3                      17.777 METERS 12509     |
 PV0513|---------------------------------------------------------------------|
 PV0513
 PV0513                          SUPERSEDED SURVEY CONTROL
 PV0513
 PV0513  NAD 83(1993)-  44 13 32.61452(N)    104 56 52.34895(W) AD(       ) 1
 PV0513  NAD 83(1986)-  44 13 32.60472(N)    104 56 52.32407(W) AD(       ) 1
 PV0513  NAD 27      -  44 13 32.67200(N)    104 56 50.41100(W) AD(       ) 1
 PV0513  NGVD 29 (07/19/86) 1397.0    (m)         4583.     (f) VERT ANG       
 PV0513
 PV0513.Superseded values are not recommended for survey control.
 PV0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0513.See file dsdata.txt to determine how the superseded data were derived.
 PV0513
 PV0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ0416396946(NAD 83)
 PV0513_MARKER: DS = TRIANGULATION STATION DISK
 PV0513_SETTING: 0 = UNSPECIFIED SETTING
 PV0513
 PV0513  HISTORY     - Date     Condition        Report By
 PV0513  HISTORY     - 1925     MONUMENTED       CGS
 PV0513  HISTORY     - 1955     GOOD             CGS
 PV0513  HISTORY     - 1955     GOOD             USGS
 PV0513  HISTORY     - 1962     GOOD             USFS
 PV0513  HISTORY     - 1970     GOOD             USFS
 PV0513  HISTORY     - 1971     GOOD             USGS
 PV0513  HISTORY     - 1981     GOOD             LOCENG
 PV0513
 PV0513                          STATION DESCRIPTION
 PV0513
 PV0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PV0513'ABOUT 3 MILES SOUTH OF MOORCROFT, 1/2 MILE WEST OF ROAD
 PV0513'LEADING SOUTH FROM MOORCROFT, ON HIGHEST POINT OF DIVIDE BETWEEN
 PV0513'MOORCROFT AND BUFFALO CREEK, AND 6 FEET SOUTH OF 5-FOOT
 PV0513'HIGH CAIRN.  TO REACH FROM MOORCROFT, CROSS RAILROAD AND
 PV0513'FOLLOW COUNTY ROAD 1/4 MILE TO GATE ON SOUTH, FOLLOW ROAD
 PV0513'THROUGH PASTURE 2-1/2 MILES TO POINT 1/2 MILE NORTH OF RANCH
 PV0513'HOUSE, TURN WEST ALONG DIVIDE TOWARD HIGHEST POINT, AND
 PV0513'CONTINUE TO STATION SITE.  MARKED BY STANDARD CAP ON IRON
 PV0513'PIPE WHICH PROJECTS A FEW INCHES ABOVE GROUND.  REFERENCE
 PV0513'MARKS ARE STANDARD REFERENCE DISKS IN ROCK OUTCROPS.
 PV0513'NO. 1 IS 82.27 METERS (269.9 FEET) FROM STATION S 80 DEG
 PV0513'39 MIN E.  NO. 2 IS 10.67 METERS (35.0
 PV0513'FEET) FROM STATION N 43 DEG 47 MIN E.  BEARING
 PV0513'FROM STATION TO DEVILS TOWER NATIONAL MONUMENT IS N 24 DEG 30 MIN E.
 PV0513
 PV0513                          STATION RECOVERY (1955)
 PV0513
 PV0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 PV0513'THE STATION AND REFERENCE MARKS WERE RECOVERED, AS DESCRIBED,
 PV0513'IN GOOD CONDITION.  AN ADDITIONAL REFERENCE MARK AND AN AZIMUTH
 PV0513'MARK WERE ESTABLISHED.  THE ORIGINAL TRUCK ROUTE TO THE STATION
 PV0513'WAS FOUND TO BE OBSOLETE AND A NEW ROUTE FOLLOWS.
 PV0513'
 PV0513'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY NUMBER 16 AND
 PV0513'U.S. HIGHWAY NUMBER 14, IN THE VILLAGE OF MOORECROFT.  GO
 PV0513'EAST ON U.S. HIGHWAY NUMBER 16 FOR 1.5 MILES.  TURN RIGHT,
 PV0513'ONTO A GRADED ROAD, AND GO SOUTH FOR 1.6 MILES TO A CATTLE
 PV0513'GUARD AND THE AZIMUTH MARK.  CONTINUE SOUTH FOR 0.05 MILE.
 PV0513'TURN RIGHT AND GO WEST ON A DIM TRACK ROAD FOR 0.5 MILE.
 PV0513'PASS TO THE LEFT HAND SIDE OF A RANCH HOUSE AND SHEDS AND
 PV0513'GO NORTHWESTERLY, ACROSS AN OPEN FIELD, FOR 0.3 MILE TO A
 PV0513'FENCE CORNER.  PASS THROUGH A WIRE GATE, TURN LEFT AND GO
 PV0513'SOUTH FOR 0.2 MILE.  TURN RIGHT AND FOLLOW THE CREST OF THE
 PV0513'RIDGE WESTERLY FOR 0.2 MILE TO THE BASE OF A SHARP KNOLL
 PV0513'AND THE STATION.  A TRUCK MAY BE DRIVEN TO A POINT ABOUT
 PV0513'200 FEET EAST OF THE STATION.
 PV0513'
 PV0513'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED MOORECROFT
 PV0513'NO 3 1955, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH
 PV0513'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED ABOUT 6 FEET
 PV0513'LOWER THAN THE STATION.
 PV0513'
 PV0513'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MOORECROFT 1955,
 PV0513'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 PV0513'INCHES.  IT IS LOCATED ABOUT 1.0 MILE EAST NORTHEAST OF THE
 PV0513'STATION, ABOUT 0.1 MILE WEST OF A WINDMILL AND TANK, 6 FEET
 PV0513'WEST OF THE CENTER OF A CATTLE GUARD AND 1 FOOT SOUTH OF A
 PV0513'WIRE FENCE.
 PV0513
 PV0513                          STATION RECOVERY (1955)
 PV0513
 PV0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (WC)
 PV0513'STATION MARK--A STANDARD USC AND GS DISK STAMPED ---MOORECROFT 1925---
 PV0513'AND SET ON A IRON PIPE WHICH PROJECTS A FEW INCHES ABOVE GROUND.
 PV0513
 PV0513                          STATION RECOVERY (1962)
 PV0513
 PV0513'RECOVERY NOTE BY US FOREST SERVICE 1962
 PV0513'STATION MARK AND REFERENCE MARK NO. 3 FOUND IN GOOD CONDITION.
 PV0513'
 PV0513'OTHER REFERENCE MARKS WERE NOT FOUND.
 PV0513'
 PV0513'AZIMUTH MARK WAS NOT SEARCHED FOR.
 PV0513
 PV0513                          STATION RECOVERY (1970)
 PV0513
 PV0513'RECOVERY NOTE BY US FOREST SERVICE 1970
 PV0513'GOOD-R.M.S AND AZ MK ALSO GOOD
 PV0513'
 PV0513'AZ MK IS 5016.15 FT. FROM STATION
 PV0513
 PV0513                          STATION RECOVERY (1971)
 PV0513
 PV0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRS)
 PV0513'TO REACH STATION FROM MOORCROFT, WYO.  PROCEED EAST FROM
 PV0513'JCT. OF U.S. 14 AND 16 IN MOORCROFT EAST 1.5 MILE ON U.S.
 PV0513'16 TO GRAVEL ROAD SOUTH.  TURN RIGHT (OVER TRACKS AND THRU
 PV0513'CATTLE GUARD) PROCEED SOUTH 3.0 MILES TO THE WARBONNET RANCH
 PV0513'ROAD FORK.  (THE AZIMUTH MARK IS 0.1 MILE SOUTH ON THE LEFT
 PV0513'FORK AND SOUTH WEST OF THE FIRST CATTLE GUARD IN FENCE LINE).
 PV0513'TO REACH THE STATION PROCEED ON THE RIGHT FORK FOR 0.4 MILE
 PV0513'TO THE RANCH HOUSEAND CONTINUE THRU GATE SOUTH OF HOUSE IN
 PV0513'NORTH-SOUTH FENCE.  FROM GATE PROCEED 0.5 MILE NORTH AND
 PV0513'WEST TO A GATE IN A NORTH-SOUTH FENCE (EAST OF WINDMILL).
 PV0513'THRU GATE PROCEED 0.4 MILE SOUTH AND WEST WITHIN 100 FEET
 PV0513'OF SUMMIT AND STATION.
 PV0513
 PV0513                          STATION RECOVERY (1981)
 PV0513
 PV0513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (RO)
 PV0513'MOORECROFT (1925) RECOVERED GOOD.
 PV0513'
 PV0513'NO CHECK MADE ON REFERENCE MARKS OR AZIMUTH.  RECOVERY NOTE ADEQUATE
 PV0513'TO LOCATE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0846 ***********************************************************************
 OX0846  DESIGNATION -  MOOSE
 OX0846  PID         -  OX0846
 OX0846  STATE/COUNTY-  WY/TETON
 OX0846  USGS QUAD   -  RANGER PEAK (1968)
 OX0846
 OX0846                         *CURRENT SURVEY CONTROL
 OX0846  ___________________________________________________________________
 OX0846* NAD 83(1993)-  43 54 40.74494(N)    110 46 44.56568(W)     ADJUSTED  
 OX0846* NAVD 88     -      3462.5    (meters)   11360.     (feet)  VERTCON   
 OX0846  ___________________________________________________________________
 OX0846  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 OX0846  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 OX0846
 OX0846  HORZ ORDER  -  THIRD
 OX0846
 OX0846.The horizontal coordinates were established by classical geodetic methods
 OX0846.and adjusted by the National Geodetic Survey in January 1997..
 OX0846
 OX0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0846
 OX0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0846
 OX0846.The geoid height was determined by GEOID03.
 OX0846
 OX0846;                    North         East     Units Scale Factor Converg.
 OX0846;SPC WY W     -   479,131.660   744,119.925   MT  0.99997589   -0 28 57.1
 OX0846;UTM  12      - 4,862,046.932   517,741.155   MT  0.99960387   +0 09 11.7
 OX0846
 OX0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0846!SPC WY W     -   0.99945869  x   0.99997589  =   0.99943459
 OX0846!UTM  12      -   0.99945869  x   0.99960387  =   0.99906277
 OX0846
 OX0846:                Primary Azimuth Mark                     Grid Az
 OX0846:SPC WY W     -  GLACIER ET                               260 19 31.2
 OX0846:UTM  12      -  GLACIER ET                               259 41 22.4
 OX0846
 OX0846|---------------------------------------------------------------------|
 OX0846| PID    Reference Object                     Distance      Geod. Az  |
 OX0846|                                                           dddmmss.s |
 OX0846| OX0852 GLACIER ET                          APPROX. 5.5 KM 2595034.1 |
 OX0846|---------------------------------------------------------------------|
 OX0846
 OX0846                          SUPERSEDED SURVEY CONTROL
 OX0846
 OX0846  NAD 83(1993)-  43 54 40.74145(N)    110 46 44.56269(W) AD(       ) 3
 OX0846  NAD 83(1986)-  43 54 40.73850(N)    110 46 44.54963(W) AD(       ) 3
 OX0846  NAD 27      -  43 54 40.99251(N)    110 46 41.76852(W) AD(       ) 3
 OX0846  NGVD 29 (07/19/86) 3461.1    (m)        11355.     (f) VERT ANG       
 OX0846
 OX0846.Superseded values are not recommended for survey control.
 OX0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0846.See file dsdata.txt to determine how the superseded data were derived.
 OX0846
 OX0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1774162047(NAD 83)
 OX0846
 OX0846  HISTORY     - Date     Condition        Report By
 OX0846  HISTORY     - 1931     MONUMENTED       USGS
 OX0846  HISTORY     - 1968     GOOD             USGS
 OX0846
 OX0846                          STATION DESCRIPTION
 OX0846
 OX0846'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OX0846'THE FIRST HIGH PEAK N. OF MOUNT MORAN AND THE HIGHEST POINT E. OF
 OX0846'MOOSE BASIN.  BEST REACHED BY FOLLOWING THE TRAIL UP WEBB CANYON TO
 OX0846'DRAW, COMING INTO DRAW JUST BELOW TIMBERLINE.  HORSES CAN BE TAKEN
 OX0846'INTO GLACIAL BASIN AT THE HEAD OF THIS DRAW.  WOOD, WATER, AND GRASS
 OX0846'HERE.  STATION IS ON THE HIGH PEAK E. OF THE HEAD OF THE BASIN AND
 OX0846'IS ABOUT 15 FT. E. OF THE HIGHEST POINT OF THE HILL, APPROXIMATELY
 OX0846'3.0 FT. LOWER THAN SUMMIT.
 OX0846'
 OX0846'RECOVERED.
 OX0846'
 OX0846'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---MOOSE 1931---, SET
 OX0846'IN ROCK, UNDER 10 X 4 FT. ROCK CAIRN.
 OX0846'
 OX0846'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, STAMPED
 OX0846'---MOOSE NO. 1, 1931---, SET IN ROCK ON HIGHEST POINT OF HILL,
 OX0846'DISTANT 18.90 FT., S 68 DEG 03 MIN E.
 OX0846'
 OX0846'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, STAMPED
 OX0846'---MOOSE NO. 2, 1931---, SET IN ROCK, DISTANT 8.1 FT.,
 OX0846'S 29 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0427 ***********************************************************************
 OW0427  DESIGNATION -  MORAINE
 OW0427  PID         -  OW0427
 OW0427  STATE/COUNTY-  WY/FREMONT
 OW0427  USGS QUAD   -  WILDERNESS (1993)
 OW0427
 OW0427                         *CURRENT SURVEY CONTROL
 OW0427  ___________________________________________________________________
 OW0427* NAD 83(1993)-  43 22 51.03088(N)    109 20 09.07456(W)     ADJUSTED  
 OW0427* NAVD 88     -      2204.0    (meters)    7231.     (feet)  VERTCON   
 OW0427  ___________________________________________________________________
 OW0427  LAPLACE CORR-         -15.97  (seconds)                    DEFLEC99
 OW0427  GEOID HEIGHT-          -8.96  (meters)                     GEOID03
 OW0427
 OW0427  HORZ ORDER  -  THIRD
 OW0427
 OW0427.The horizontal coordinates were established by classical geodetic methods
 OW0427.and adjusted by the National Geodetic Survey in January 1997..
 OW0427
 OW0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0427
 OW0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0427
 OW0427.The geoid height was determined by GEOID03.
 OW0427
 OW0427;                    North         East     Units Scale Factor Converg.
 OW0427;SPC WYWC     -   320,128.019   552,527.912   MT  0.99996521   -0 24 08.6
 OW0427;UTM  12      - 4,804,452.854   634,802.151   MT  0.99982353   +1 08 35.5
 OW0427
 OW0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0427!SPC WYWC     -   0.99965590  x   0.99996521  =   0.99962112
 OW0427!UTM  12      -   0.99965590  x   0.99982353  =   0.99947949
 OW0427
 OW0427:                Primary Azimuth Mark                     Grid Az
 OW0427:SPC WYWC     -  SACAJAWEA                                011 22 34.9
 OW0427:UTM  12      -  SACAJAWEA                                009 49 50.8
 OW0427
 OW0427|---------------------------------------------------------------------|
 OW0427| PID    Reference Object                     Distance      Geod. Az  |
 OW0427|                                                           dddmmss.s |
 OW0427| OW0339 SACAJAWEA                           APPROX. 2.4 KM 0105826.3 |
 OW0427|---------------------------------------------------------------------|
 OW0427
 OW0427                          SUPERSEDED SURVEY CONTROL
 OW0427
 OW0427  NAD 83(1986)-  43 22 51.01815(N)    109 20 09.06595(W) AD(       ) 3
 OW0427  NGVD 29 (11/06/89) 2202.9    (m)         7227.     (f) VERT ANG       
 OW0427
 OW0427.Superseded values are not recommended for survey control.
 OW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0427.See file dsdata.txt to determine how the superseded data were derived.
 OW0427
 OW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP3480204453(NAD 83)
 OW0427_MARKER: DS = TRIANGULATION STATION DISK
 OW0427_SETTING: 0 = UNSPECIFIED SETTING
 OW0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0427
 OW0427  HISTORY     - Date     Condition        Report By
 OW0427  HISTORY     - 1948     MONUMENTED       USGS
 OW0427
 OW0427                          STATION DESCRIPTION
 OW0427
 OW0427'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0427'STATION LOCATED IN SEC. 27, T 5 N, OF WIND RIVER BASE LINE, R 5 W, OF
 OW0427'WIND RIVER MERIDIAN.  THIS STATION IS LOCATED APPROXIMATELY 200 YDS.
 OW0427'FROM S. END OF PROMINENT N-S. ROCKY RIDGE, 5.0 MI. FROM BURRIS POST
 OW0427'OFFICE, AND APPROXIMATELY 1.0 MI. W. OF U.S. HIGHWAY NO. 287, AT A
 OW0427'POINT 22.0 MI. SE. OF DUBOIS, WYOMING.
 OW0427'
 OW0427'TO REACH STATION FROM BURRIS POST OFFICE, FREMONT COUNTY, WYOMING, GO
 OW0427'NW. ON U.S. HIGHWAY NO. 287 FOR 1.6 MI. TO HIDDEN VALLEY RANCH RD.
 OW0427'WHICH TURNS LEFT OFF HIGHWAY.  TRAVEL SW. FOR 0.8 MI. ON GOOD DIRT RD.
 OW0427'TO GATE IN WIRE FENCE, THEN CONTINUE 0.1 MI. TO RD. FORK.  KEEP TO
 OW0427'RIGHT AND GO 0.2 MI. TO WOODEN BRIDGE OVER IRRIGATION DITCH.  CROSS
 OW0427'BRIDGE AND TURN RIGHT AT ABOUT 15 FT. ON VERY INDISTINCT TRACK RD.
 OW0427'PROCEED N. 0.15 MI. THRU WIRE GATE IN FENCE.  GO NE. ON E. SLOPE OF
 OW0427'RIDGE OVER SMALL SADDLE FOR 0.3 MI., THEN TURN RIGHT AND DESCEND ABOUT
 OW0427'50 FT. IN AN EASTERLY DIRECTION TO SHALLOW PART OF SMALL RAVINE NEAR
 OW0427'THE IRRIGATION DITCH.  CROSS RAVINE AND TURN LEFT ONTO RUTTY RD. AND
 OW0427'TRAVEL 0.4 MI. NORTHWESTERLY, SKIRTING KNOLL ON LEFT.  TURN RIGHT AT
 OW0427'RD. FORK AND CROSS GULLY THEN TRAVEL 1.5 MI. OVER EXCEEDINGLY ROCKY,
 OW0427'ROUGH RD.  WITH CARE, ANY TYPE OF CAR CAN TRAVERSE THIS ROUTE.  LEAVE
 OW0427'CAR AND WALK E. UP STEEP SLOPE ABOUT 200 YDS. TO CREST AND STATION,
 OW0427'WHICH IS TOP OF LARGE BOULDER, APPROXIMATELY 200 YDS. N. OF S. RIDGE.
 OW0427'A JEEP CAN TRAVEL CROSS COUNTRY UP THE E. SIDE OF THE RIDGE IN A
 OW0427'SOUTHWESTERLY DIRECTION 1.5 MI. FROM THE HIGHWAY.
 OW0427'
 OW0427'STATION MARK--STANDARD USGS TABLET STAMPED---MORAINE, 1948--- AND
 OW0427'SET IN TOP OF LARGE BOULDER PROJECTING 2 FT. FROM SURFACE OF GROUND.
 OW0427'
 OW0427'REFERENCE MARKS--STANDARD USGS TABLETS SET IN LARGE BOULDERS.
 OW0427'
 OW0427'REFERENCE MARK NO. 1--33.11 FT. S. OF STATION, N 10 DEGREES
 OW0427'14 MINUTES, NW, STAMPED---MORAINE NO. 1 1948---.
 OW0427'
 OW0427'REFERENCE MARK NO. 2--37.50 FT. SW. OF STATION, N 57
 OW0427'DEGREES 46 MINUTES, NE, STAMPED---MORAINE NO. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0865 ***********************************************************************
 OX0865  CBN         -  This is a Cooperative Base Network Control Station.
 OX0865  DESIGNATION -  MORAN BAY
 OX0865  PID         -  OX0865
 OX0865  STATE/COUNTY-  WY/TETON
 OX0865  USGS QUAD   -  JENNY LAKE (1968)
 OX0865
 OX0865                         *CURRENT SURVEY CONTROL
 OX0865  ___________________________________________________________________
 OX0865* NAD 83(1993)-  43 51 56.63553(N)    110 43 16.28152(W)     ADJUSTED  
 OX0865* NAVD 88     -      2065.8    (meters)    6778.     (feet)  GPS OBS   
 OX0865  ___________________________________________________________________
 OX0865  X           -  -1,630,162.034 (meters)                     COMP
 OX0865  Y           -  -4,309,278.243 (meters)                     COMP
 OX0865  Z           -   4,398,773.396 (meters)                     COMP
 OX0865  LAPLACE CORR-          -9.25  (seconds)                    DEFLEC99
 OX0865  ELLIP HEIGHT-        2057.06  (meters)          (09/07/01) GPS OBS
 OX0865  GEOID HEIGHT-          -8.71  (meters)                     GEOID03
 OX0865
 OX0865  HORZ ORDER  -  B
 OX0865  ELLP ORDER  -  FOURTH    CLASS I
 OX0865
 OX0865.The horizontal coordinates were established by GPS observations
 OX0865.and adjusted by the National Geodetic Survey in May 1992..
 OX0865
 OX0865.The orthometric height was determined by GPS observations and a
 OX0865.high-resolution geoid model.
 OX0865
 OX0865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OX0865
 OX0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0865
 OX0865.The ellipsoidal height was determined by GPS observations
 OX0865.and is referenced to NAD 83.
 OX0865
 OX0865.The geoid height was determined by GEOID03.
 OX0865
 OX0865;                    North         East     Units Scale Factor Converg.
 OX0865;SPC WY W     -   474,029.397   748,727.929   MT  0.99996982   -0 26 31.3
 OX0865;UTM  12      - 4,856,997.950   522,403.751   MT  0.99960617   +0 11 35.6
 OX0865
 OX0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0865!SPC WY W     -   0.99967754  x   0.99996982  =   0.99964737
 OX0865!UTM  12      -   0.99967754  x   0.99960617  =   0.99928384
 OX0865
 OX0865                          SUPERSEDED SURVEY CONTROL
 OX0865
 OX0865  ELLIP H (05/15/92) 2057.14   (m)                       GP(       ) 4 2
 OX0865  NAD 83(1986)-  43 51 56.62613(N)    110 43 16.26513(W) AD(       ) 1
 OX0865  NGVD 29 (04/22/91) 2064.5    (m)         6773.     (f) GPS OBS        
 OX0865
 OX0865.Superseded values are not recommended for survey control.
 OX0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0865.See file dsdata.txt to determine how the superseded data were derived.
 OX0865
 OX0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2240456998(NAD 83)
 OX0865_MARKER: DH = HORIZONTAL CONTROL DISK
 OX0865_SETTING: 80 = SET IN A BOULDER
 OX0865_SP_SET: SET IN DRILL HOLE IN A BOULDER
 OX0865_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0865+STABILITY: SURFACE MOTION
 OX0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0865+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OX0865
 OX0865  HISTORY     - Date     Condition        Report By
 OX0865  HISTORY     - 1987     MONUMENTED       NGS
 OX0865
 OX0865                          STATION DESCRIPTION
 OX0865
 OX0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 OX0865'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) SOUTHWEST OF COLTER BAY
 OX0865'VILLAGE,
 OX0865'2.4 KM (1.5 MI) EAST OF THE WEST END OF MORAN BAY, ALONG THE WEST
 OX0865'SHORE OF JACKSON LAKE, ALONG THE SOUTHWEST SHORE OF A POINT
 OX0865'SEPARATING MORAN BAY AND NORTH MORAN BAY, AT THE EXTREME HIGH WATER
 OX0865'BANK AT THE EDGE OF THE CENTER ONE OF THREE CLEARINGS (NORTHWEST
 OX0865'CLEARING IS LARGEST), ON THE APPROXIMATE DIVIDE LINE OF SECTIONS 13
 OX0865'(R 116 W) AND 18 (R 115 W), T 45 N.
 OX0865'OWNERSHIP--NATIONAL PARK SERVICE.
 OX0865'
 OX0865'THIS STATION WAS REACHED BY BOAT.  BOAT TRAVEL WAS ARRANGED THROUGH
 OX0865'MARSHALL GINGERY, DEPARTMENT OF RESEARCH, GRAND TETON NATIONAL
 OX0865'PARK, PHONE 307-543-2851.
 OX0865'
 OX0865'THE STATION IS A STANDARD NGS DISK STAMPED---MORAN BAY 1987---, SET
 OX0865'INTO A DRILL HOLE IN A 1 METER BY 2 METER DARK, POROUS BOULDER
 OX0865'PROJECTING 1 METER ABOVE SHORE BUT LEVEL WITH GRASSY BANK.  LOCATED
 OX0865'16 METERS (52.5 FT) SOUTHEAST FROM A DEAD 25-CM PINE TREE AT THE
 OX0865'BANK EDGE AND IN THE APPROXIMATE CENTER OF THE CLEARING WHEN VIEWED
 OX0865'FROM THE WATER.
 OX0865'
 OX0865'NO REFERENCE MARKS WERE SET AT THIS TIME.
 OX0865'
 OX0865'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 OX0865'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 OX0865'
 OX0865'THIS STATION SUITABLE FOR GPS SURVEYS.
 OX0865'
 OX0865'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0301 ***********************************************************************
 OW0301  DESIGNATION -  MORANTS
 OW0301  PID         -  OW0301
 OW0301  STATE/COUNTY-  WY/HOT SPRINGS
 OW0301  USGS QUAD   -  ANCHOR RESERVOIR (1965)
 OW0301
 OW0301                         *CURRENT SURVEY CONTROL
 OW0301  ___________________________________________________________________
 OW0301* NAD 83(1993)-  43 44 25.90155(N)    108 49 30.81262(W)     ADJUSTED  
 OW0301* NAVD 88     -      2006.1    (meters)    6582.     (feet)  VERTCON   
 OW0301  ___________________________________________________________________
 OW0301  LAPLACE CORR-         -17.09  (seconds)                    DEFLEC99
 OW0301  GEOID HEIGHT-         -10.73  (meters)                     GEOID03
 OW0301
 OW0301  HORZ ORDER  -  THIRD
 OW0301
 OW0301.The horizontal coordinates were established by classical geodetic methods
 OW0301.and adjusted by the National Geodetic Survey in January 1997..
 OW0301
 OW0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0301
 OW0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0301
 OW0301.The geoid height was determined by GEOID03.
 OW0301
 OW0301;                    North         East     Units Scale Factor Converg.
 OW0301;SPC WYWC     -   359,924.037   593,940.577   MT  0.99993795   -0 03 07.2
 OW0301;UTM  12      - 4,845,352.968   675,120.581   MT  0.99997722   +1 30 14.4
 OW0301
 OW0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0301!SPC WYWC     -   0.99968720  x   0.99993795  =   0.99962517
 OW0301!UTM  12      -   0.99968720  x   0.99997722  =   0.99966443
 OW0301
 OW0301|---------------------------------------------------------------------|
 OW0301| PID    Reference Object                     Distance      Geod. Az  |
 OW0301|                                                           dddmmss.s |
 OW0301| CP6264 MORANTS RM 1                         19.075 METERS 09712     |
 OW0301| CP6265 MORANTS RM 2                         15.955 METERS 17958     |
 OW0301| CP6263 MORANTS AZ MK                                      3512635.9 |
 OW0301|---------------------------------------------------------------------|
 OW0301
 OW0301                          SUPERSEDED SURVEY CONTROL
 OW0301
 OW0301  NAD 83(1986)-  43 44 25.89034(N)    108 49 30.80817(W) AD(       ) 3
 OW0301  NAD 27      -  43 44 26.04700(N)    108 49 28.35800(W) AD(       ) 3
 OW0301  NGVD 29 (07/19/86) 2005.0    (m)         6578.     (f) VERT ANG       
 OW0301
 OW0301.Superseded values are not recommended for survey control.
 OW0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0301.See file dsdata.txt to determine how the superseded data were derived.
 OW0301
 OW0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7512145353(NAD 83)
 OW0301_MARKER: DS = TRIANGULATION STATION DISK
 OW0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0301
 OW0301  HISTORY     - Date     Condition        Report By
 OW0301  HISTORY     - 1936     MONUMENTED       CGS
 OW0301  HISTORY     - 1954     GOOD             USGS
 OW0301  HISTORY     - 1965     GOOD             USGS
 OW0301
 OW0301                          STATION DESCRIPTION
 OW0301
 OW0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0301'ABOUT 31 MILES WEST AND 8 MILES NORTH OF THERMOPOLIS, ABOUT
 OW0301'4 MILES NORTH OF ANCHOR SCHOOLHOUSE ON THERMOPOLIS-ANCHOR
 OW0301'GRADED ROAD, ABOUT 4 MILES NORTHEAST OF ANCHOR POST OFFICE,
 OW0301'1 MILE EAST OF MC KENZIE SHEARING PENS, BETWEEN TWO DRY WASHES,
 OW0301'ON KNOLL AT EAST AND HIGHER END OF LOW BARREN RIDGE, AND ABOUT
 OW0301'3 FEET FROM SOUTH BROW OF KNOLL, ON HIGHEST POINT IN VICINITY.
 OW0301'NORTH OF STATION RIDGE ARE NUMBER OF PARALLEL RIDGES, STATION
 OW0301'RIDGE BEING SOUTHERN ONE OF SERIES.  TO REACH FROM THERMOPOLIS
 OW0301'POST OFFICE, GO SOUTH 1 BLOCK, THENCE WEST ON ANCHOR HIGHWAY.
 OW0301'AT 5.7 MILES CROSS OWL CREEK AND BEGIN TRAVEL ON OILED
 OW0301'HIGHWAY.  AT 18.2 MILES REACH END OF OILED ROAD.  AT 26.3
 OW0301'MILES, EMBAR SCHOOL, TAKE LEFT FORK AND PROCEED WESTERLY.
 OW0301'AT 34.0 MILES REACH ANCHOR SCHOOL ON LEFT, TAKE RIGHT FORK OVER
 OW0301'HILL NORTHWEST AND FOLLOW MAIN-TRAVELED ROAD.  AT 35.3 MILES,
 OW0301'T-ROAD LEADS NORTH TO BUFFALO HEAD RANCH, TURN RIGHT AND GO
 OW0301'NORTH.  AT 36.7 MILES GO THROUGH GATE IN EAST-WEST FENCE AND
 OW0301'CONTINUE NORTH.  FROM POINT 50 YARDS NORTH OF GATE STATION
 OW0301'SITE IS VISIBLE ON RIGHT END OF FIRST ROUGH RIDGE
 OW0301'N 17 DEG E.  AT 37.0 MILES KEEP TO LEFT FORK STRAIGHT
 OW0301'AHEAD (NORTHERLY) ON SLIGHTLY BLADED ROAD.  AT 38.1
 OW0301'MILES REACH MC KENZIE SHEEP PENS, LONG, RED, TIN-ROOFED
 OW0301'SHEDS AND CORRALS.  HERE LEAVE BLADED ROAD, TURN RIGHT AND
 OW0301'GO NORTH ALONG WEST SIDE OF CORRAL AND OVER SMALL DIVIDE.
 OW0301'AT 38.2 MILES TURN RIGHT (EAST) ONTO OLD BLADED ROAD, A
 OW0301'CABIN IS ABOUT 150 YARDS TO NORTHEAST.  AT 39.2 MILES, ROAD
 OW0301'STARTS DOWN AT END OF RIDGE.  TURN RIGHT AND GO SOUTH
 OW0301'ACROSS COUNTRY ABOUT 0.1 MILE TO TOP OF KNOLL AND STATION.
 OW0301'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 OW0301'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 OW0301'IN OUTCROPPING BEDROCK.  REFERENCE MARKS ARE ON SOUTH
 OW0301'SLOPE OF KNOLL, AND ARE IN TOP OF ROCK LEDGES WHICH PROTRUDE
 OW0301'FROM SLOPE.  NO. 1 IS 19.075 METERS (62.58 FEET) EAST OF STATION
 OW0301'S 82 DEG 48 MIN E.  NO. 2 IS 15.955 METERS (52.35 FEET)
 OW0301'SOUTH S 00 DEG 02 MIN E.  AZIMUTH MARK IS ON HIGHEST
 OW0301'POINT OF LEDGE ON NORTH SIDE OF FIRST DRY WASH NORTH OF
 OW0301'STATION, ABOUT 15 YARDS NORTH OF BREAK AT TOP OF LEDGE, AND
 OW0301'APPROXIMATELY 0.3 MILE NORTH OF STATION N 08 DEG 33 MIN W.
 OW0301
 OW0301                          STATION RECOVERY (1954)
 OW0301
 OW0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OW0301'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 OW0301
 OW0301                          STATION RECOVERY (1965)
 OW0301
 OW0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OW0301'RECOVERED BY USGS IN 1954 AND 1965.
 OW0301'
 OW0301'STATION MARK--USC AND GS STANDARD DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1007 ***********************************************************************
 MO1007  DESIGNATION -  MOREY
 MO1007  PID         -  MO1007
 MO1007  STATE/COUNTY-  WY/GOSHEN
 MO1007  USGS QUAD   -  ROCKY HOLLOW (1990)
 MO1007
 MO1007                         *CURRENT SURVEY CONTROL
 MO1007  ___________________________________________________________________
 MO1007* NAD 83(1993)-  41 35 02.26204(N)    104 26 26.70331(W)     ADJUSTED  
 MO1007* NAVD 88     -      1626.     (meters)    5335.     (feet)  SCALED    
 MO1007  ___________________________________________________________________
 MO1007  LAPLACE CORR-          -8.12  (seconds)                    DEFLEC99
 MO1007  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 MO1007
 MO1007  HORZ ORDER  -  SECOND
 MO1007
 MO1007.The horizontal coordinates were established by classical geodetic methods
 MO1007.and adjusted by the National Geodetic Survey in January 1997..
 MO1007
 MO1007.The orthometric height was scaled from a topographic map.
 MO1007
 MO1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1007
 MO1007.The geoid height was determined by GEOID03.
 MO1007
 MO1007;                    North         East     Units Scale Factor Converg.
 MO1007;SPC WY E     -   120,626.045   260,529.246   MT  0.99998257   +0 28 54.5
 MO1007;UTM  13      - 4,603,736.646   546,616.229   MT  0.99962674   +0 22 16.3
 MO1007
 MO1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1007!SPC WY E     -   0.99974770  x   0.99998257  =   0.99973028
 MO1007!UTM  13      -   0.99974770  x   0.99962674  =   0.99937454
 MO1007
 MO1007|---------------------------------------------------------------------|
 MO1007| PID    Reference Object                     Distance      Geod. Az  |
 MO1007|                                                           dddmmss.s |
 MO1007| CQ3542 MOREY RM 1                           16.496 METERS 07210     |
 MO1007| CQ3541 MOREY AZ MK                                        1783813.8 |
 MO1007| CQ3543 MOREY RM 2                           16.829 METERS 18804     |
 MO1007|---------------------------------------------------------------------|
 MO1007
 MO1007                          SUPERSEDED SURVEY CONTROL
 MO1007
 MO1007  NAD 83(1986)-  41 35 02.24778(N)    104 26 26.70402(W) AD(       ) 2
 MO1007  NAD 27      -  41 35 02.33560(N)    104 26 24.84310(W) AD(       ) 2
 MO1007
 MO1007.Superseded values are not recommended for survey control.
 MO1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1007.See file dsdata.txt to determine how the superseded data were derived.
 MO1007
 MO1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4661603737(NAD 83)
 MO1007_MARKER: DS = TRIANGULATION STATION DISK
 MO1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1007
 MO1007  HISTORY     - Date     Condition        Report By
 MO1007  HISTORY     - 1963     MONUMENTED       CGS
 MO1007
 MO1007                          STATION DESCRIPTION
 MO1007
 MO1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1007'THE STATION IS 13-1/2 MILES SOUTH AND 9 MILES WEST OF HAWK
 MO1007'SPRINGS, IN THE NORTHEAST QUARTER OF SECTION 29, T 19 N, R 63 W,
 MO1007'AND ON A RIDGE IN PASTURE LAND OWNED BY MR. ROBERT MOREY.
 MO1007'
 MO1007'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, GO WEST
 MO1007'ON STATE SECONDARY ROAD 1105 FOR 12.8 MILES TO A CROSSROAD.
 MO1007'A ROAD SIGN CARPENTER BURNS IS ON THE RIGHT.  TURN RIGHT AND
 MO1007'GO NORTH ON A SURFACED ROAD FOR 1.8 MILES TO THE JUNCTION WITH
 MO1007'U.S. HIGHWAY 85.  TURN RIGHT AND GO NORTHERLY ON HIGHWAY 85 FOR
 MO1007'6.85 MILES TO AN ANGLING CROSSROAD, ABOUT 0.6 MILE SOUTH OF THE
 MO1007'MERIDEN STORE.  TURN LEFT AND GO NORTHERLY ON A GRAVEL ROAD
 MO1007'FOR 5.25 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 MO1007'WEST ON A GRAVEL ROAD FOR 2.3 MILES TO A SIDE ROAD ON THE LEFT
 MO1007'AND STEEL GRAIN BIN ON THE RIGHT.  TURN LEFT AND GO
 MO1007'SOUTHERLY ON A DIRT ROAD FOR 0.7 MILE TO A CATTLE GUARD.
 MO1007'CROSS THE CATTLE GUARD AND CONTINUE WESTERLY ON THE DIRT
 MO1007'ROAD FOR 0.35 MILE TO A CATTLE GUARD.  BEAR RIGHT BEFORE
 MO1007'CROSSING THE CATTLE GUARD AND GO WESTERLY ON A TRACK
 MO1007'ROAD ACROSS PASTURE FOR 0.4 MILE TO A WINDMILL.  PASS TO
 MO1007'THE WEST OF THE WINDMILL AND CONTINUE NORTHERLY ON THE TRACK ROAD
 MO1007'FOR 0.5 MILE TO THE TOP OF THE RIDGE, AND THE STATION AT A JOG
 MO1007'IN A FENCE.
 MO1007'
 MO1007'STATION MARKS ARE STANDARD DISKS STAMPED MOREY 1963.  THE SURFACE
 MO1007'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO1007'IT IS 17 FEET WEST OF THE CENTER OF THE TRACK ROAD, 6 FEET
 MO1007'SOUTHEAST OF A CORNER FENCE POST, AND 5 FEET NORTHEAST OF A
 MO1007'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MO1007'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1007'
 MO1007'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MOREY NO 1 1963,
 MO1007'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO1007'IT IS 14 FEET NORTH OF A CORNER FENCE POST AND 1.5 FEET WEST
 MO1007'OF A FENCE.
 MO1007'
 MO1007'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MOREY NO 2 1963,
 MO1007'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO1007'IT IS 51 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 1 FOOT
 MO1007'EAST OF A FENCE.
 MO1007'
 MO1007'AZIMUTH MARK IS A STANDARD DISK STAMPED MOREY 1963, SET IN A
 MO1007'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 80 FEET
 MO1007'EAST OF A CORNER FENCE POST, 3 FEET WEST OF A METAL WITNESS
 MO1007'POST, AND 1.5 FEET NORTH OF A FENCE.
 MO1007'
 MO1007'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ALONG
 MO1007'THE EAST SIDE OF A FENCE FOR 0.5 MILE TO A FENCE CORNER AND
 MO1007'THE AZIMUTH MARK ON THE LEFT.
 MO1007'
 MO1007'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0527 ***********************************************************************
 MP0527  DESIGNATION -  MORGAN
 MP0527  PID         -  MP0527
 MP0527  STATE/COUNTY-  WY/CARBON
 MP0527  USGS QUAD   -  MORGAN (1992)
 MP0527
 MP0527                         *CURRENT SURVEY CONTROL
 MP0527  ___________________________________________________________________
 MP0527* NAD 83(1993)-  41 28 46.29067(N)    106 10 44.70870(W)     ADJUSTED  
 MP0527* NAVD 88     -      3112.0    (meters)   10210.     (feet)  VERTCON   
 MP0527  ___________________________________________________________________
 MP0527  LAPLACE CORR-          -7.94  (seconds)                    DEFLEC99
 MP0527  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 MP0527
 MP0527  HORZ ORDER  -  THIRD
 MP0527
 MP0527.The horizontal coordinates were established by classical geodetic methods
 MP0527.and adjusted by the National Geodetic Survey in January 1997..
 MP0527
 MP0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0527
 MP0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0527
 MP0527.The geoid height was determined by GEOID03.
 MP0527
 MP0527;                    North         East     Units Scale Factor Converg.
 MP0527;SPC WYEC     -   209,416.311   496,400.387   MT  1.00005182   +0 45 52.5
 MP0527;SPC WY E     -   109,267.946   115,445.002   MT  1.00002545   -0 40 14.2
 MP0527;UTM  13      - 4,592,662.085   401,558.381   MT  0.99971926   -0 46 51.7
 MP0527
 MP0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0527!SPC WYEC     -   0.99951384  x   1.00005182  =   0.99956564
 MP0527!SPC WY E     -   0.99951384  x   1.00002545  =   0.99953928
 MP0527!UTM  13      -   0.99951384  x   0.99971926  =   0.99923324
 MP0527
 MP0527:                Primary Azimuth Mark                     Grid Az
 MP0527:SPC WYEC     -  ROCK                                     333 19 38.7
 MP0527:SPC WY E     -  ROCK                                     334 45 45.4
 MP0527:UTM  13      -  ROCK                                     334 52 22.9
 MP0527
 MP0527|---------------------------------------------------------------------|
 MP0527| PID    Reference Object                     Distance      Geod. Az  |
 MP0527|                                                           dddmmss.s |
 MP0527| MP0511 ROCK                                APPROX. 9.5 KM 3340531.2 |
 MP0527|---------------------------------------------------------------------|
 MP0527
 MP0527                          SUPERSEDED SURVEY CONTROL
 MP0527
 MP0527  NAD 83(1986)-  41 28 46.28034(N)    106 10 44.70510(W) AD(       ) 3
 MP0527  NAD 27      -  41 28 46.39036(N)    106 10 42.67173(W) AD(       ) 3
 MP0527  NGVD 29 (07/19/86) 3110.6    (m)        10205.     (f) VERT ANG       
 MP0527
 MP0527.Superseded values are not recommended for survey control.
 MP0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0527.See file dsdata.txt to determine how the superseded data were derived.
 MP0527
 MP0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0155892662(NAD 83)
 MP0527_MARKER: DD = SURVEY DISK
 MP0527_SETTING: 80 = SET IN A BOULDER
 MP0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0527+STABILITY: SURFACE MOTION
 MP0527
 MP0527  HISTORY     - Date     Condition        Report By
 MP0527  HISTORY     - 1953     MONUMENTED       USGS
 MP0527
 MP0527                          STATION DESCRIPTION
 MP0527
 MP0527'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0527'STATION LOCATED ABOUT 21 MI. (AIRLINE) SW. OF ROCK RIVER, ABOUT 3 MI.
 MP0527'W. OF MORGAN, ON A HIGH, TIMBERED, ROCKY, N-S. RIDGE.
 MP0527'
 MP0527'TO REACH FROM ROCK RIVER POST OFFICE, GO W. ON STATE SECONDARY NO.
 MP0527'137, TOWARD MCFADDEN, 8.7 MI. TO A RD. FORK, ABOUT 0.4 MI. NE. OF A
 MP0527'SUBSTATION, TURN LEFT (S.) OFF OF BLACK TOP RD. AND FOLLOW MAIN
 MP0527'TRAVELED RD. 10.0 MI. TO A RD. FORK AT A CATTLEGUARD, CONTINUE ON
 MP0527'LEFT FORK SE. 6.9 MI. TO T-RD. W., TURN RIGHT (W.) AND GO 2.2 MI.
 MP0527'TO RD. FORK, CONTINUE ON LEFT FORK W. 2.4 MI. TO SAWMILL, PASS
 MP0527'SAWMILL AND CONTINUE W. 2.2 MI. TO RD. FORK, TURN LEFT (SW.) AND
 MP0527'GO 0.8 MI. TO RD. FORK, TURN RIGHT (W.) AND GO 0.8 MI. TO RD. FORK,
 MP0527'TURN RIGHT (NW.) AND GO 0.5 MI. TO END OF RD., END OF TRUCK TRAVEL,
 MP0527'A SMALL JEEP CAN CONTINUE ON TO STATION.  ABOUT 100 FT. SW. OF END
 MP0527'OF RD. PICK UP TRAIL AND GO 0.7 MI. TO FORK IN TRAIL, TURN RIGHT
 MP0527'(NW.) AND GO 1.1 MI. TO FORK IN TRAIL, TAKE RIGHT FORK WHERE SIGN
 MP0527'READS ---MORGAN 3 MILES--- AND FOLLOW TRAIL TO TOP OF RIDGE, TURN
 MP0527'LEFT (N.) OFF OF TRAIL AND GO ABOUT 300 FT. TO STATION.
 MP0527'
 MP0527'STATION MARK--STANDARD TABLET, STAMPED ---MORGAN 1953---, SET IN A
 MP0527'GRANITE BOULDER.
 MP0527'
 MP0527'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0833 ***********************************************************************
 MR0833  DESIGNATION -  MORLEY
 MR0833  PID         -  MR0833
 MR0833  STATE/COUNTY-  WY/LINCOLN
 MR0833  USGS QUAD   -  KEMMERER (1985)
 MR0833
 MR0833                         *CURRENT SURVEY CONTROL
 MR0833  ___________________________________________________________________
 MR0833* NAD 83(1993)-  41 50 32.75959(N)    110 36 44.65477(W)     ADJUSTED  
 MR0833* NAVD 88     -      2367.5    (meters)    7767.     (feet)  VERTCON   
 MR0833  ___________________________________________________________________
 MR0833  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 MR0833  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 MR0833
 MR0833  HORZ ORDER  -  FIRST
 MR0833
 MR0833.The horizontal coordinates were established by classical geodetic methods
 MR0833.and adjusted by the National Geodetic Survey in January 1997..
 MR0833
 MR0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0833
 MR0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0833
 MR0833.The geoid height was determined by GEOID03.
 MR0833
 MR0833;                    North         East     Units Scale Factor Converg.
 MR0833;SPC WY W     -   249,212.924   756,060.789   MT  0.99996125   -0 21 10.6
 MR0833;UTM  12      - 4,632,354.614   532,178.865   MT  0.99961274   +0 15 30.8
 MR0833
 MR0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0833!SPC WY W     -   0.99963100  x   0.99996125  =   0.99959227
 MR0833!UTM  12      -   0.99963100  x   0.99961274  =   0.99924389
 MR0833
 MR0833|---------------------------------------------------------------------|
 MR0833| PID    Reference Object                     Distance      Geod. Az  |
 MR0833|                                                           dddmmss.s |
 MR0833| MR0834 MORLEY                                5.393 METERS 00358     |
 MR0833| CP6267 MORLEY RM 1                           6.542 METERS 08900     |
 MR0833| MR0839 KEMMERER MTN STS TEL MICROWAVE      APPROX. 9.1 KM 0932107.8 |
 MR0833| MR0835 ELKOL UTAH POWER AND LT CO STK      APPROX. 9.5 KM 1725536.2 |
 MR0833| CP6266 2 GWM 7510                                         3441044.0 |
 MR0833|---------------------------------------------------------------------|
 MR0833
 MR0833                          SUPERSEDED SURVEY CONTROL
 MR0833
 MR0833  NAD 83(1986)-  41 50 32.75045(N)    110 36 44.65351(W) AD(       ) 1
 MR0833  NAD 27      -  41 50 32.93940(N)    110 36 42.03290(W) AD(       ) 1
 MR0833  NGVD 29 (07/19/86) 2366.1    (m)         7763.     (f) VERT ANG       
 MR0833
 MR0833.Superseded values are not recommended for survey control.
 MR0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0833.See file dsdata.txt to determine how the superseded data were derived.
 MR0833
 MR0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3217932355(NAD 83)
 MR0833_MARKER: DS = TRIANGULATION STATION DISK
 MR0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0833
 MR0833  HISTORY     - Date     Condition        Report By
 MR0833  HISTORY     - 1962     MONUMENTED       CGS
 MR0833
 MR0833                          STATION DESCRIPTION
 MR0833
 MR0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0833'THE STATION IS ABOUT 2 MILES NORTH OF MOYER JUNCTION, 4-1/2
 MR0833'MILES WEST OF U.S. HIGHWAY 189, 5 MILES NORTHWEST OF KEMMERER,
 MR0833'ON THE HIGHEST ONE OF SEVERAL ROUND TOPPED HILLS WHICH FORM A
 MR0833'RIDGE THAT EXTENDS NORTH AND SOUTH.
 MR0833'
 MR0833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30
 MR0833'N AND 189 IN THE NORTH PART OF KEMMERER, GO NORTHERLY ON
 MR0833'HIGHWAY 189 FOR 0.7 MILE TO A FORK, TAKE THE LEFT FORK, TOWARDS
 MR0833'FRONTIER, AND CONTINUE FOR 0.5 MILE TO THE FRONTIER POST OFFICE.
 MR0833'TURN LEFT AND GO NORTHERLY FOR 3.8 MILES TO A SIDE ROAD ON THE
 MR0833'LEFT JUST BEFORE REACHING A BRIDGE SPANNING HAMS FORK CREEK.
 MR0833'TURN SHARP LEFT, UP HILL, AND GO 0.15 MILES TO A CATTLE GUARD
 MR0833'ON THE RIGHT.  TURN RIGHT, CROSS THE CATTLE GUARD AND GO
 MR0833'WESTERLY FOR 3.55 MILES TO A TRACK ROAD SHARP LEFT AND THE
 MR0833'AZIMUTH MARK.  TURN SHARP LEFT AND GO EAST AND SOUTH FOR 1.45
 MR0833'MILES TO THE HIGHEST HILL AND THE STATION.
 MR0833'
 MR0833'THE STATION MARK IS A STANDARD DISK, STAMPED MORLEY 1962, SET
 MR0833'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 6 INCHES.
 MR0833'IT IS 4.3 FEET SOUTH OF A WITNESS POST.
 MR0833'
 MR0833'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MORLEY NO 1 1962,
 MR0833'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0833'3 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 MR0833'
 MR0833'MORLEY (USGS) IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL
 MR0833'SURVEY BRAZED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING
 MR0833'1 INCH.  THE DISK IS STAMPED VABM 7759 MORLEY 1952.  IT IS
 MR0833'AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0833'
 MR0833'GWM 2 IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL SURVEY
 MR0833'SET IN THE TOP OF AN 8 BY 8 INCH CONCRETE POST PROJECTING 10
 MR0833'INCHES.  THE DISK IS STAMPED 7510 GWM 2 1959.  IT IS 28.2 FEET
 MR0833'SOUTH OF THE CENTERLINE OF THE MAIN ROAD AND 2 FEET SOUTHEAST
 MR0833'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0834 ***********************************************************************
 MR0834  DESIGNATION -  MORLEY
 MR0834  PID         -  MR0834
 MR0834  STATE/COUNTY-  WY/LINCOLN
 MR0834  USGS QUAD   -  KEMMERER (1985)
 MR0834
 MR0834                         *CURRENT SURVEY CONTROL
 MR0834  ___________________________________________________________________
 MR0834* NAD 83(1993)-  41 50 32.93398(N)    110 36 44.63861(W)     ADJUSTED  
 MR0834* NAVD 88     -      2367.     (meters)    7766.     (feet)  SCALED    
 MR0834  ___________________________________________________________________
 MR0834  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 MR0834  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 MR0834
 MR0834  HORZ ORDER  -  SECOND
 MR0834
 MR0834.The horizontal coordinates were established by classical geodetic methods
 MR0834.and adjusted by the National Geodetic Survey in January 1997..
 MR0834
 MR0834.The orthometric height was scaled from a topographic map.
 MR0834
 MR0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0834
 MR0834.The geoid height was determined by GEOID03.
 MR0834
 MR0834;                    North         East     Units Scale Factor Converg.
 MR0834;SPC WY W     -   249,218.302   756,061.195   MT  0.99996125   -0 21 10.6
 MR0834;UTM  12      - 4,632,359.994   532,179.214   MT  0.99961274   +0 15 30.8
 MR0834
 MR0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0834!SPC WY W     -   0.99963102  x   0.99996125  =   0.99959228
 MR0834!UTM  12      -   0.99963102  x   0.99961274  =   0.99924390
 MR0834
 MR0834:                Primary Azimuth Mark                     Grid Az
 MR0834:SPC WY W     -  HAMS                                     001 46 51.5
 MR0834:UTM  12      -  HAMS                                     001 10 10.1
 MR0834
 MR0834|---------------------------------------------------------------------|
 MR0834| PID    Reference Object                     Distance      Geod. Az  |
 MR0834|                                                           dddmmss.s |
 MR0834| MR0830 HAMS                                APPROX. 8.2 KM 0012540.9 |
 MR0834|---------------------------------------------------------------------|
 MR0834
 MR0834                          SUPERSEDED SURVEY CONTROL
 MR0834
 MR0834  NAD 83(1986)-  41 50 32.92483(N)    110 36 44.63735(W) AD(       ) 2
 MR0834  NAD 27      -  41 50 33.11390(N)    110 36 42.01670(W) AD(       ) 2
 MR0834
 MR0834.Superseded values are not recommended for survey control.
 MR0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0834.See file dsdata.txt to determine how the superseded data were derived.
 MR0834
 MR0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3217932360(NAD 83)
 MR0834_MARKER: DD = SURVEY DISK
 MR0834_SETTING: 0 = UNSPECIFIED SETTING
 MR0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0834
 MR0834  HISTORY     - Date     Condition        Report By
 MR0834  HISTORY     - 1962     MONUMENTED       USGS
 MR0834
 MR0834                          STATION DESCRIPTION
 MR0834
 MR0834'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 MR0834'THE STATION IS ABOUT 2 MILES NORTH OF MOYER JUNCTION, 4-1/2 MILES
 MR0834'WEST OF U.S. HIGHWAY 189, 5 MILES NORTHWEST OF KEMMERER, ON THE
 MR0834'HIGHEST ONE OF SEVERAL ROUND TOPPED HILLS WHICH FORM A RIDGE
 MR0834'THAT EXTENDS NORTH AND SOUTH.
 MR0834'
 MR0834'THE MARK IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL SURVEY
 MR0834'BRAZED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 1 INCH.
 MR0834'THE DISK IS STAMPED VABM 7759 MORLEY 1952.
 MR0834'
 MR0834'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MORLEY,
 MR0834'THE DISTANCE BEING 17.70 FEET OR 5.395 METERS SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0641 ***********************************************************************
 NQ0641  DESIGNATION -  MORPHA
 NQ0641  PID         -  NQ0641
 NQ0641  STATE/COUNTY-  WY/CONVERSE
 NQ0641  USGS QUAD   -  GILBERT LAKE (1949)
 NQ0641
 NQ0641                         *CURRENT SURVEY CONTROL
 NQ0641  ___________________________________________________________________
 NQ0641* NAD 83(1993)-  42 52 41.41873(N)    105 31 05.20342(W)     ADJUSTED  
 NQ0641* NAVD 88     -      1561.0    (meters)    5121.     (feet)  VERTCON   
 NQ0641  ___________________________________________________________________
 NQ0641  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 NQ0641  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NQ0641
 NQ0641  HORZ ORDER  -  SECOND
 NQ0641
 NQ0641.The horizontal coordinates were established by classical geodetic methods
 NQ0641.and adjusted by the National Geodetic Survey in January 1997..
 NQ0641
 NQ0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0641
 NQ0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0641
 NQ0641.The geoid height was determined by GEOID03.
 NQ0641
 NQ0641;                    North         East     Units Scale Factor Converg.
 NQ0641;SPC WY E     -   264,180.467   171,288.031   MT  0.99994764   -0 14 20.9
 NQ0641;UTM  13      - 4,747,416.316   457,686.158   MT  0.99962203   -0 21 09.2
 NQ0641
 NQ0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0641!SPC WY E     -   0.99975752  x   0.99994764  =   0.99970518
 NQ0641!UTM  13      -   0.99975752  x   0.99962203  =   0.99937964
 NQ0641
 NQ0641|---------------------------------------------------------------------|
 NQ0641| PID    Reference Object                     Distance      Geod. Az  |
 NQ0641|                                                           dddmmss.s |
 NQ0641| CQ3546 MORPHA RM 1                           9.159 METERS 02925     |
 NQ0641| CQ3545 AV 15                                              2023248.8 |
 NQ0641| CQ3547 MORPHA RM 2                           7.557 METERS 28149     |
 NQ0641|---------------------------------------------------------------------|
 NQ0641
 NQ0641                          SUPERSEDED SURVEY CONTROL
 NQ0641
 NQ0641  NAD 83(1986)-  42 52 41.39904(N)    105 31 05.18821(W) AD(       ) 2
 NQ0641  NAD 27      -  42 52 41.52200(N)    105 31 03.22300(W) AD(       ) 2
 NQ0641  NGVD 29 (07/19/86) 1560.1    (m)         5118.     (f) VERT ANG       
 NQ0641
 NQ0641.Superseded values are not recommended for survey control.
 NQ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0641.See file dsdata.txt to determine how the superseded data were derived.
 NQ0641
 NQ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5768647416(NAD 83)
 NQ0641_MARKER: DD = SURVEY DISK
 NQ0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0641
 NQ0641  HISTORY     - Date     Condition        Report By
 NQ0641  HISTORY     - 1948     MONUMENTED       USGS
 NQ0641
 NQ0641                          STATION DESCRIPTION
 NQ0641
 NQ0641'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0641'THE STATION A U.S. GEOLOGICAL BENCH MARK, IS LOCATED ABOUT
 NQ0641'18 MILES AIRLINE EAST-NORTHEAST OF GLENROCK, ABOUT 12 MILES
 NQ0641'AIRLINE NORTHEAST OF DOUGLAS, NEAR THE HIGHEST POINT OF A
 NQ0641'KNOLL, WHICH IS THE HIGHEST IN THE VICINITY, 64 PACES WEST OF
 NQ0641'THE CENTERLINE OF TRACK ROAD, 23 PACES NORTHEAST OF THE HIGHEST
 NQ0641'POINT, 6 FEET SOUTH-SOUTHEAST OF A 4 X 4 WITNESS POST, SET IN
 NQ0641'TOP OF A 6 X 6 CONCRETE POST, PROJECTS 4 INCHES, STAMPED,
 NQ0641'MORPHA 1947.
 NQ0641'
 NQ0641'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 NQ0641'STATION, 30 PACES NORTHEAST OF THE HIGHEST POINT, PROJECTS
 NQ0641'4 INCHES, STAMPED, ORPHA NO 1 1948.
 NQ0641'
 NQ0641'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 NQ0641'THE STATION, 15 PACES NORTHEAST OF THE HIGHEST POINT, PROJECTS
 NQ0641'3 INCHES, STAMPED, ORPHA NO 2 1948.
 NQ0641'
 NQ0641'THE AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK, IS
 NQ0641'LOCATED ALONG THE ROAD TO STATION, APPROXIMATELY 50 YARDS
 NQ0641'EAST OF THE MAIN ROAD, 50 YARDS SOUTH OF GATE IN FENCE, 1 FOOT
 NQ0641'WEST OF FENCE, 2 FEET NORTH OF A 4 X 4 WITNESS POST, SET IN
 NQ0641'TOP OF A 6 X 6 CONCRETE POST, PROJECTS 5 INCHES, STAMPED,
 NQ0641'AV15 1948.
 NQ0641'
 NQ0641'TO REACH FROM THE RAILROAD STATION IN DOUGLAS.  GO WEST ON
 NQ0641'U.S. HIGHWAY 20 AND 87 FOR 2.5 MILES TO A GRADED ROAD RIGHT.
 NQ0641'TURN RIGHT (NORTH) AND GO 2.4 MILES TO A FORK JUST BEFORE
 NQ0641'CROSSING A RAILROAD TRACK.  TURN LEFT (WEST) AND GO 3.45
 NQ0641'MILES TO A FORK AT A RAILROAD CROSSING.  TAKE THE RIGHT FORK,
 NQ0641'CROSS RAILROAD TRACKS, AND GO 1.75 MILES TO A FORK JUST
 NQ0641'AFTER PASSING UNDER A UNDERPASS.  KEEP THE RIGHT FORK STRAIGHT
 NQ0641'AHEAD AND FOLLOW THE MAIN ROAD NORTH-NORTHWEST FOR 1.7 MILES
 NQ0641'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.35 MILE TO A DIM
 NQ0641'ROAD RIGHT.  TURN RIGHT ON DIM ROAD AND GO 50 YARDS TO A
 NQ0641'GATE AND AZIMUTH MARK AS DESCRIBED ABOVE.  PASS THROUGH GATE
 NQ0641'AND CONTINUE ALONG TRACK ROAD FOR 0.35 MILE TO TOP OF
 NQ0641'KNOLL AND STATION ON HIGHER GROUND TO THE LEFT AS
 NQ0641'DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0465 ***********************************************************************
 PV0465  DESIGNATION -  MORRIS
 PV0465  PID         -  PV0465
 PV0465  STATE/COUNTY-  WY/CROOK
 PV0465  USGS QUAD   -  BLACK HILLS (1984)
 PV0465
 PV0465                         *CURRENT SURVEY CONTROL
 PV0465  ___________________________________________________________________
 PV0465* NAD 83(1993)-  44 34 33.79152(N)    104 26 36.28230(W)     ADJUSTED  
 PV0465* NAVD 88     -      1636.87   (+/-2cm)    5370.3    (feet)  VERTCON   
 PV0465  ___________________________________________________________________
 PV0465  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 PV0465  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 PV0465
 PV0465  HORZ ORDER  -  THIRD
 PV0465  VERT ORDER  -  THIRD ? (See Below)
 PV0465
 PV0465.The horizontal coordinates were established by classical geodetic methods
 PV0465.and adjusted by the National Geodetic Survey in January 1997..
 PV0465
 PV0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0465.The vertical order pertains to the NGVD 29 superseded value.
 PV0465
 PV0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0465
 PV0465.The geoid height was determined by GEOID03.
 PV0465
 PV0465;                    North         East     Units Scale Factor Converg.
 PV0465;SPC WY E     -   453,009.586   257,441.757   MT  0.99997806   +0 30 27.5
 PV0465;UTM  13      - 4,936,007.686   544,189.966   MT  0.99962401   +0 23 26.3
 PV0465
 PV0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0465!SPC WY E     -   0.99974556  x   0.99997806  =   0.99972363
 PV0465!UTM  13      -   0.99974556  x   0.99962401  =   0.99936967
 PV0465
 PV0465|---------------------------------------------------------------------|
 PV0465| PID    Reference Object                     Distance      Geod. Az  |
 PV0465|                                                           dddmmss.s |
 PV0465| PV0464 5345                                204.065 METERS 02003     |
 PV0465| CQ3548 MORRIS AZ MK                                       0441850.6 |
 PV0465| CQ3549 MORRIS RM 1                          24.588 METERS 08816     |
 PV0465| CQ3550 MORRIS RM 2                          13.183 METERS 17544     |
 PV0465| PV0497 SUNDANCE RM 2                       APPROX.10.8 KM 1832629.6 |
 PV0465|---------------------------------------------------------------------|
 PV0465
 PV0465                          SUPERSEDED SURVEY CONTROL
 PV0465
 PV0465  NAD 83(1986)-  44 34 33.78126(N)    104 26 36.27096(W) AD(       ) 3
 PV0465  NAD 27      -  44 34 33.83900(N)    104 26 34.43300(W) AD(       ) 3
 PV0465  NGVD 29 (07/19/86) 1636.20   (m)         5368.1    (f) LEVELING    3  
 PV0465
 PV0465.Superseded values are not recommended for survey control.
 PV0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0465.See file dsdata.txt to determine how the superseded data were derived.
 PV0465
 PV0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK4419036008(NAD 83)
 PV0465_MARKER: DS = TRIANGULATION STATION DISK
 PV0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0465
 PV0465  HISTORY     - Date     Condition        Report By
 PV0465  HISTORY     - 1949     MONUMENTED       CGS
 PV0465
 PV0465                          STATION DESCRIPTION
 PV0465
 PV0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0465'THE STATION IS ON A LOW RIDGE THAT IS ON THE NORTH SIDE OF
 PV0465'THE BEAR LODGE MOUNTAIN RANGE, ABOUT 7 MILES NORTH OF THE
 PV0465'MOST WESTERLY ONE OF THE WARREN PEAKS.  IT IS ABOUT 12 MILES
 PV0465'NORTH NORTHWEST OF THE TOWN OF SUNDANCE, ABOUT 30 MILES WEST
 PV0465'SOUTHWEST OF THE TOWN OF BELLE FOURCHE, AND ABOUT 17-1/2 MILES
 PV0465'WEST OF THE VILLAGE OF BEULAH.
 PV0465'
 PV0465'THE STATION CAN BE REACHED FROM THE POST OFFICE IN SUNDANCE
 PV0465'BY GOING WEST ONE BLOCK, THEN NORTH ONE BLOCK TO A ROAD TO
 PV0465'THE LEFT (WEST) AND A FOREST SERVICE SIGN, WARREN PEAK L.O.,
 PV0465'ETC.).  TURN LEFT AND FOLLOW THE MAIN TRAVELED GRADED ROAD
 PV0465'WEST AND NORTHWEST FOR 7.3 MILES TO A FORK.  TAKE THE LEFT
 PV0465'FORK, NORTHWESTERLY FOR 0.5 MILE TO ANOTHER FORK THAT IS
 PV0465'ABOUT 0.3 MILE SOUTHEAST OF THE WARREN PEAK L.O.  TAKE THE
 PV0465'RIGHT FORK FOR 5.5 MILES TO A SIGN ON THE LEFT, BLACKTAIL
 PV0465'TRAIL 1, WINCHESTER TRAIL 3, AND A SIGN ON THE RIGHT REFERING
 PV0465'TO TOGUS SPRINGS.  CONTINUE ON THE MAIN TRAVELED ROAD IN A
 PV0465'NORTHERLY DIRECTION FOR 3.1 MILES TO A GRASSY OPENING ON
 PV0465'THE LEFT, ABOUT 0.1 MILE AFTER PASSING THE ENTRANCE TO A
 PV0465'RANCH, AND THE STATION ON THE LEFT.  CONTINUE FOR ABOUT 0.1 MILE
 PV0465'TO A SIGN, GRIFFIS RANCH 3, A TRACK ROAD TO THE LEFT, AND THE USGS
 PV0465'BM.  CONTINUE ON THE MAIN ROAD FOR 0.2 MILE TO ANOTHER OPENING.
 PV0465'TURN RIGHT ACROSS THE OPENING TOWARD A GATE FOR ABOUT 200 FEET
 PV0465'TO THE AZIMUTH MARK ON THE LEFT.
 PV0465'
 PV0465'THE STATION MARK, STAMPED MORRIS 1949, IS A STANDARD STATION
 PV0465'MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH BLOCK
 PV0465'OF CONCRETE THAT PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE
 PV0465'OF THE GROUND.  IT IS 155 FEET WEST OF A WIRE FENCE THAT
 PV0465'IS ON THE EAST SIDE OF THE ROAD, 126 FEET WEST OF THE MAIN
 PV0465'ROAD, AND 12 FEET SOUTH OF A WHITE WITNESS POST.
 PV0465'
 PV0465'REFERENCE MARK NUMBER 1, STAMPED MORRIS NO 1 1949, IS A
 PV0465'STANDARD REFERENCE MARK DISK THAT IS SET IN THE TOP OF A
 PV0465'10 BY 10 INCH CONCRETE POST THAT PROJECTS FROM THE SURFACE
 PV0465'OF THE GROUND ABOUT 7 INCHES.  IT IS 51 FEET WEST OF THE
 PV0465'ROAD AND 80 FEET WEST OF A WIRE FENCE.
 PV0465'
 PV0465'REFERENCE MARK NUMBER 2, STAMPED MORRIS NO 2 1949, IS A STANDARD
 PV0465'REFERENCE MARK DISK THAT IS SET THE TOP OF A 10 X 10 INCH
 PV0465'CONCRETE POST THAT PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE
 PV0465'OF THE GROUND.  IT IS 118 FEET WEST OF THE MAIN ROAD.
 PV0465'
 PV0465'THE AZIMUTH MARK, STAMPED MORRIS 1949, IS A STANDARD AZIMUTH
 PV0465'MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST
 PV0465'THAT PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 PV0465'IT IS ABOUT 210 FEET SOUTHEAST OF THE ROAD, 55.5 FEET NORTH
 PV0465'OF THE EAST END OF A WIRE GATE, 49 FEET NORTH NORTHWEST OF
 PV0465'A WIRE FENCE, AND IS MARKED BY A WHITE WITNESS POST 4 FEET
 PV0465'TO THE NORTH.
 PV0465'
 PV0465'USGS BM 5345 IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 PV0465'DISK THAT IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 PV0465'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PV0465'IT IS 45 FEET WEST OF A WIRE FENCE, 30 FEET NORTH OF A SIGN
 PV0465'POST, AND 15 FEET WEST OF THE CENTER OF THE ROAD.  THIS MARK
 PV0465'IS AT AN INTERSECTION OF ROADS AND CAN WELL BE USED FOR
 PV0465'PICTURE POINT CONTROL.  THE MARK IS STAMPED 5345 DW
 PV0465'
 PV0465'HEIGHT OF LIGHT ABOVE STATION MARK 1.09 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0574 ***********************************************************************
 NQ0574  DESIGNATION -  MORTON
 NQ0574  PID         -  NQ0574
 NQ0574  STATE/COUNTY-  WY/CONVERSE
 NQ0574  USGS QUAD   -  CLAUSEN RANCH (1949)
 NQ0574
 NQ0574                         *CURRENT SURVEY CONTROL
 NQ0574  ___________________________________________________________________
 NQ0574* NAD 83(1993)-  42 54 32.23783(N)    105 19 11.46206(W)     ADJUSTED  
 NQ0574* NAVD 88     -      1693.8    (meters)    5557.     (feet)  VERTCON   
 NQ0574  ___________________________________________________________________
 NQ0574  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 NQ0574  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 NQ0574
 NQ0574  HORZ ORDER  -  FIRST
 NQ0574
 NQ0574.The horizontal coordinates were established by classical geodetic methods
 NQ0574.and adjusted by the National Geodetic Survey in January 1997..
 NQ0574
 NQ0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0574
 NQ0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0574
 NQ0574.The geoid height was determined by GEOID03.
 NQ0574
 NQ0574;                    North         East     Units Scale Factor Converg.
 NQ0574;SPC WY E     -   267,551.432   187,491.590   MT  0.99993942   -0 06 15.5
 NQ0574;UTM  13      - 4,750,754.096   473,891.038   MT  0.99960839   -0 13 04.0
 NQ0574
 NQ0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0574!SPC WY E     -   0.99973675  x   0.99993942  =   0.99967618
 NQ0574!UTM  13      -   0.99973675  x   0.99960839  =   0.99934524
 NQ0574
 NQ0574:                Primary Azimuth Mark                     Grid Az
 NQ0574:SPC WY E     -  MORTON AZ MK                             166 00 24.4
 NQ0574:UTM  13      -  MORTON AZ MK                             166 07 12.9
 NQ0574
 NQ0574|---------------------------------------------------------------------|
 NQ0574| PID    Reference Object                     Distance      Geod. Az  |
 NQ0574|                                                           dddmmss.s |
 NQ0574| CQ3557 MORTON AZ MK                                       1655408.9 |
 NQ0574| CQ3558 MORTON RM 1                          15.294 METERS 24138     |
 NQ0574| CQ3559 MORTON RM 2                          15.765 METERS 33624     |
 NQ0574|---------------------------------------------------------------------|
 NQ0574
 NQ0574                          SUPERSEDED SURVEY CONTROL
 NQ0574
 NQ0574  NAD 83(1986)-  42 54 32.21694(N)    105 19 11.44784(W) AD(       ) 1
 NQ0574  NAD 27      -  42 54 32.33200(N)    105 19 09.51400(W) AD(       ) 1
 NQ0574  NGVD 29 (07/19/86) 1692.9    (m)         5554.     (f) VERT ANG       
 NQ0574
 NQ0574.Superseded values are not recommended for survey control.
 NQ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0574.See file dsdata.txt to determine how the superseded data were derived.
 NQ0574
 NQ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7389150754(NAD 83)
 NQ0574_MARKER: DS = TRIANGULATION STATION DISK
 NQ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0574
 NQ0574  HISTORY     - Date     Condition        Report By
 NQ0574  HISTORY     - 1938     MONUMENTED       CGS
 NQ0574  HISTORY     - 1948     GOOD             CGS
 NQ0574
 NQ0574                          STATION DESCRIPTION
 NQ0574
 NQ0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 NQ0574'STATION IS LOCATED ABOUT 10 MILES NORTH AND 3 MILES EAST OF
 NQ0574'DOUGLAS ON THE EASTERN MOST OF TWO SMALL HILLS, WHICH ARE
 NQ0574'ABOUT 1/4 MILE APART, AND THE HIGHEST IN THE VICINITY, ON THE
 NQ0574'PROPERTY OWNED BY J.R. MORTON.
 NQ0574'
 NQ0574'STATION IS REACHED AS FOLLOWS.  FROM THE CONTINENTAL OIL CO.
 NQ0574'SERVICE STATION AT THE JUNCTION OF U.S. 20 AND STATE 385 GO
 NQ0574'NORTH ON STATE 387 5.8 MILES TO A FORK TURN LEFT OFF HIGHWAY
 NQ0574'AND TAKE FORK FOLLOWING MAIN TRAVELED ROAD AND GO 5.8 MILES
 NQ0574'TO CROSSROADS, TAKE LEFT FORK AND GO 0.4 MILES, TURN RIGHT OFF
 NQ0574'ROAD AND GO NORTHEAST 0.2 MILES TO TOP OF HILL AND THE STATION.
 NQ0574'
 NQ0574'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 METERS.
 NQ0574
 NQ0574                          STATION RECOVERY (1948)
 NQ0574
 NQ0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0574'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND AS
 NQ0574'PREVIOUSLY DESCRIBED WITH THE EXCEPTION OF THE DIRECTION TO
 NQ0574'REFERENCE MARK NO. 2.
 NQ0574'
 NQ0574'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE NORTH-NORTHEAST
 NQ0574'OF DOUGLAS ON A SMALL GRASSY HILL.  THE STATION MARK
 NQ0574'PROJECTS 6 INCHES, IS SET ON HIGHEST POINT
 NQ0574'OF HILL 6 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.  IT IS
 NQ0574'STAMPED, MORTON 1938.
 NQ0574'
 NQ0574'REFERENCE MARK NO. 1 PROJECTS 6 INCHES
 NQ0574'AND IS 30 INCHES LOWER THAN THE STATION MARK.  IT IS STAMPED,
 NQ0574'MORTON NO 1 1938.
 NQ0574'
 NQ0574'REFERENCE MARK NO. 2 PROJECTS 6
 NQ0574'INCHES AND IS 3 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED,
 NQ0574'MORTON NO 2 1938.
 NQ0574'
 NQ0574'THE AZIMUTH MARK PROJECTS 4 INCHES,
 NQ0574'IS SET 45 FEET EAST OF A ROAD, 2 FEET NORTHWEST OF A WIRE FENCE
 NQ0574'AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.  IT IS STAMPED,
 NQ0574'MORTON 1938.
 NQ0574'
 NQ0574'TO REACH THE STATION FROM DOUGLAS.  GO NORTH ON STATE HIGHWAY
 NQ0574'87, 5.85 MILES TO A ROAD LEFT.  TURN LEFT, FOLLOW MAIN ROAD 5.5
 NQ0574'MILES TO A FENCE CORNER AND AZIMUTH MARK ON RIGHT.  CONTINUE
 NQ0574'0.3 MILE TO A CROSSROAD.  TURN LEFT ON MAIN ROAD, GO 0.4 MILE
 NQ0574'THEN TURN RIGHT OFF ROAD AND GO 0.1 MILE TO TOP OF HILL AND
 NQ0574'STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0253 ***********************************************************************
 NS0253  DESIGNATION -  MOSES
 NS0253  PID         -  NS0253
 NS0253  STATE/COUNTY-  WY/FREMONT
 NS0253  USGS QUAD   -  WOLF POINT (1991)
 NS0253
 NS0253                         *CURRENT SURVEY CONTROL
 NS0253  ___________________________________________________________________
 NS0253* NAD 83(1993)-  42 41 43.55946(N)    108 44 14.18886(W)     ADJUSTED  
 NS0253* NAVD 88     -      2244.9    (meters)    7365.     (feet)  VERTCON   
 NS0253  ___________________________________________________________________
 NS0253  LAPLACE CORR-         -20.82  (seconds)                    DEFLEC99
 NS0253  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 NS0253
 NS0253  HORZ ORDER  -  THIRD
 NS0253
 NS0253.The horizontal coordinates were established by classical geodetic methods
 NS0253.and adjusted by the National Geodetic Survey in January 1997..
 NS0253
 NS0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0253
 NS0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0253
 NS0253.The geoid height was determined by GEOID03.
 NS0253
 NS0253;                    North         East     Units Scale Factor Converg.
 NS0253;SPC WYWC     -   243,821.714   601,042.680   MT  0.99993751   +0 00 31.1
 NS0253;UTM  12      - 4,729,476.455   685,343.275   MT  1.00002265   +1 32 05.3
 NS0253
 NS0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0253!SPC WYWC     -   0.99964982  x   0.99993751  =   0.99958735
 NS0253!UTM  12      -   0.99964982  x   1.00002265  =   0.99967246
 NS0253
 NS0253:                Primary Azimuth Mark                     Grid Az
 NS0253:SPC WYWC     -  QUAKER                                   183 33 35.3
 NS0253:UTM  12      -  QUAKER                                   182 02 01.1
 NS0253
 NS0253|---------------------------------------------------------------------|
 NS0253| PID    Reference Object                     Distance      Geod. Az  |
 NS0253|                                                           dddmmss.s |
 NS0253| NS0254 QUAKER                              APPROX. 2.8 KM 1833406.4 |
 NS0253|---------------------------------------------------------------------|
 NS0253
 NS0253                          SUPERSEDED SURVEY CONTROL
 NS0253
 NS0253  NAD 83(1986)-  42 41 43.54346(N)    108 44 14.19134(W) AD(       ) 3
 NS0253  NAD 27      -  42 41 43.69668(N)    108 44 11.77461(W) AD(       ) 3
 NS0253  NGVD 29 (07/19/86) 2243.8    (m)         7362.     (f) VERT ANG       
 NS0253
 NS0253.Superseded values are not recommended for survey control.
 NS0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0253.See file dsdata.txt to determine how the superseded data were derived.
 NS0253
 NS0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8534329476(NAD 83)
 NS0253_MARKER: DD = SURVEY DISK
 NS0253_SETTING: 66 = SET IN ROCK OUTCROP
 NS0253_SP_SET: SET IN ROCK OUTCROP
 NS0253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0253+STABILITY: POSITION/ELEVATION WELL
 NS0253
 NS0253  HISTORY     - Date     Condition        Report By
 NS0253  HISTORY     - 1951     MONUMENTED       USGS
 NS0253
 NS0253                          STATION DESCRIPTION
 NS0253
 NS0253'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0253'STATION IS LOCATED ABOUT 2.5 MI. S. OF LANDER WYOMING.  STATION IS ON
 NS0253'TOP OF ROCKY HILL BETWEEN TWO DRAINS. HILL IS POINTED AND POINTS WEST.
 NS0253'
 NS0253'TO REACH STATION FROM THE P.O. IN LANDER, WYOMING, GO S. OF HIGHWAY
 NS0253'287 FOR 7.5 MI. TO JUNCTION WITH HIGHWAY 28.  TURN ONTO HIGHWAY
 NS0253'28 AND PROCEED FOR 0.1 MI. TO SIDE RD. AND TURN RIGHT.  TAKE MAIN RD.
 NS0253'FOR 4.2 MI. TO ANOTHER SIDE RD. AND TURN LEFT.  GO FOR 0.05 MI. TO
 NS0253'ANOTHER SIDE RD.TURN LEFT FOR 0.25 MI. TO ANOTHER SIDE RD.TURN LEFT ON
 NS0253'SIDE RD. AND GO THROUGH FENCE-SEE NEXT FARMHOUSE ALONG MAIN RD.IF
 NS0253'LOCKED- FOR 0.3 MI. TO Y-INTERSECTION.  TURN RIGHT AND STAY ON MAIN
 NS0253'TRAVELED RD. FOR 2.1 MI. THEN TURN RIGHT OFF RD. -E.OF DRAIN CROSSING-
 NS0253'GO THROUGH SADDLE AND DOWN HILL TO RIGHT.  PROCEED FOR 0.5 MI. TO TOP
 NS0253'OF POINTED ROCKY HILL, POINTING W. AND STATION. STATION IS ON ROCK
 NS0253'OUTCROP AT HIGHEST POINT OF HILL.
 NS0253'
 NS0253'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN ROCK OUTCROP AND
 NS0253'ABOUT 6 IN. ABOVE GROUND LEVEL.  STAMPED--- WR MOSES 1951---.
 NS0253'
 NS0253'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0428 ***********************************************************************
 OW0428  DESIGNATION -  MOUND
 OW0428  PID         -  OW0428
 OW0428  STATE/COUNTY-  WY/HOT SPRINGS
 OW0428  USGS QUAD   -  KATES BASIN (1952)
 OW0428
 OW0428                         *CURRENT SURVEY CONTROL
 OW0428  ___________________________________________________________________
 OW0428* NAD 83(1993)-  43 34 26.64249(N)    108 30 15.14744(W)     ADJUSTED  
 OW0428* NAVD 88     -      1869.4    (meters)    6133.     (feet)  VERTCON   
 OW0428  ___________________________________________________________________
 OW0428  LAPLACE CORR-         -13.53  (seconds)                    DEFLEC99
 OW0428  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 OW0428
 OW0428  HORZ ORDER  -  THIRD
 OW0428
 OW0428.The horizontal coordinates were established by classical geodetic methods
 OW0428.and adjusted by the National Geodetic Survey in January 1997..
 OW0428
 OW0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0428
 OW0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0428
 OW0428.The geoid height was determined by GEOID03.
 OW0428
 OW0428;                    North         East     Units Scale Factor Converg.
 OW0428;SPC WYWC     -   341,457.071   619,853.316   MT  0.99994235   +0 10 09.9
 OW0428;UTM  12      - 4,827,593.664   701,527.112   MT  1.00009958   +1 43 15.3
 OW0428
 OW0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0428!SPC WYWC     -   0.99970885  x   0.99994235  =   0.99965122
 OW0428!UTM  12      -   0.99970885  x   1.00009958  =   0.99980840
 OW0428
 OW0428:                Primary Azimuth Mark                     Grid Az
 OW0428:SPC WYWC     -  BALD                                     003 53 50.7
 OW0428:UTM  12      -  BALD                                     002 20 45.3
 OW0428
 OW0428|---------------------------------------------------------------------|
 OW0428| PID    Reference Object                     Distance      Geod. Az  |
 OW0428|                                                           dddmmss.s |
 OW0428| OW0389 BALD                                APPROX. 2.2 KM 0040400.6 |
 OW0428|---------------------------------------------------------------------|
 OW0428
 OW0428                          SUPERSEDED SURVEY CONTROL
 OW0428
 OW0428  NAD 83(1986)-  43 34 26.62939(N)    108 30 15.15540(W) AD(       ) 3
 OW0428  NGVD 29 (11/06/89) 1868.4    (m)         6130.     (f) VERT ANG       
 OW0428
 OW0428.Superseded values are not recommended for survey control.
 OW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0428.See file dsdata.txt to determine how the superseded data were derived.
 OW0428
 OW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP0152727594(NAD 83)
 OW0428_MARKER: DS = TRIANGULATION STATION DISK
 OW0428_SETTING: 0 = UNSPECIFIED SETTING
 OW0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0428
 OW0428  HISTORY     - Date     Condition        Report By
 OW0428  HISTORY     - 1950     MONUMENTED       USGS
 OW0428
 OW0428                          STATION DESCRIPTION
 OW0428
 OW0428'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0428'STATION LOCATED ON TOP AND S. END OF SMALL HORSESHOE SHAPED BUTTE,
 OW0428'APPROXIMATELY 5.0 MI. N. OF MEXICAN PASS AND APPROXIMATELY 15.0 MI.
 OW0428'W. OF BIG HORN RIVER AND 200 FT. W. OF DIRT RD., IN NE. 1/4 SEC. 22,
 OW0428'T 7 N, R 3 E.
 OW0428'
 OW0428'TO REACH FROM THERMOPOLIS, INTERSECTION OF U.S. HIGHWAY 20 AND WYOMING
 OW0428'STATE HIGHWAY 120, PROCEED NW. ALONG STATE HIGHWAY 120 FOR 4.9 MI. TO
 OW0428'BRIDGE AND GRAVEL SIDE RD. LEADING W. ON LEFT SIDE HIGHWAY.  TURN
 OW0428'LEFT (W.) AND GO ALONG GRAVEL RD. 3.4 MI. TO FORK, TAKE LEFT FORK W.,
 OW0428'CONTINUE UP CANYON FOR 5.1 MI. TO FENCE LINE AND GATE, PASS THRU GATE,
 OW0428'TURN LEFT (S.) SHARP, GO ALONG OLD DIRT RD., ALONG FENCE LINE PASSING
 OW0428'RANCH FOR 0.9 MI. TO CATTLEGUARD, CONTINUE 1.5 MI. TO CATTLEGUARD,
 OW0428'CONTINUE 1.5 MI. TO ANOTHER CATTLEGUARD.  CONTINUE 1.4 MI. TO
 OW0428'CATTLEGUARD, CONTINUE 0.6 MI. TO GATE AND RANCH.  PASS THRU GATE AND
 OW0428'GO 0.05 MI. TO RD. LEADING LEFT (S.), DOWN SMALL GRADE, TURN LEFT (S.)
 OW0428'AND GO 0.1 MI. PASSING THRU CATTLE PEN AND TWO GATES, TO SURFACE
 OW0428'STREAM CROSSING, CONTINUE UP STEEP GRADE ALONG OLD RD. FOR 0.9 MI.
 OW0428'TO GATE.  CONTINUE 1.6 MI. TO GATE JUST BEYOND SURFACE STREAM
 OW0428'CROSSING.  PASS THRU GATE AND CONTINUE 1.1 MI. TO SURFACE STREAM
 OW0428'CROSSING.  CONTINUE 0.4 MI. TO END OF TRUCK TRAVEL.  STATION LOCATED
 OW0428'APPROXIMATELY 200 FT. RIGHT (W.), ON TOP OF SMALL HORSESHOE SHAPED
 OW0428'BUTTE.  STATION IS ON HIGHEST PART OF S. END OF BUTTE.
 OW0428'
 OW0428'RECOVERED BY USGS IN 1952.
 OW0428'
 OW0428'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE CYLINDER POST,
 OW0428'STAMPED---WR MOUND 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0810 ***********************************************************************
 MR0810  DESIGNATION -  MOUNTAIN FUEL CO ASPEN MTN MST
 MR0810  PID         -  MR0810
 MR0810  STATE/COUNTY-  WY/UINTA
 MR0810  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0810
 MR0810                         *CURRENT SURVEY CONTROL
 MR0810  ___________________________________________________________________
 MR0810* NAD 83(1993)-  41 10 32.99952(N)    110 46 34.70795(W)     ADJUSTED  
 MR0810* NAVD 88     -                                                        
 MR0810  ___________________________________________________________________
 MR0810  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 MR0810  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 MR0810
 MR0810  HORZ ORDER  -  THIRD
 MR0810
 MR0810.The horizontal coordinates were established by classical geodetic methods
 MR0810.and adjusted by the National Geodetic Survey in January 1997..
 MR0810
 MR0810
 MR0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0810
 MR0810.The geoid height was determined by GEOID03.
 MR0810
 MR0810;                    North         East     Units Scale Factor Converg.
 MR0810;SPC WY W     -   175,278.616   741,855.129   MT  0.99997909   -0 27 22.5
 MR0810;UTM  12      - 4,558,300.628   518,762.781   MT  0.99960433   +0 08 50.2
 MR0810
 MR0810                          SUPERSEDED SURVEY CONTROL
 MR0810
 MR0810  NAD 83(1986)-  41 10 32.98889(N)    110 46 34.70083(W) AD(       ) 4
 MR0810  NAD 27      -  41 10 33.17900(N)    110 46 32.07800(W) AD(       ) 3
 MR0810
 MR0810.Superseded values are not recommended for survey control.
 MR0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0810.See file dsdata.txt to determine how the superseded data were derived.
 MR0810
 MR0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1876358301(NAD 83)
 MR0810_MARKER: 42 = RADIO/TV MAST
 MR0810
 MR0810  HISTORY     - Date     Condition        Report By
 MR0810  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0810
 MR0810                          STATION DESCRIPTION
 MR0810
 MR0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0810'STATION IS LOCATED ON ASPEN MTN., ABOUT 12 MILES SOUTHEAST
 MR0810'OF EVANSTON AND 8 MILES SOUTH OF U.S. HIGHWAY NO. 30S.
 MR0810'
 MR0810'THE MAST IS A 4-LEGGED STRUCTURE, CONSTRUCTED OF WELDED STEEL
 MR0810'PIPE SECTION, AND IS 55 FEET HIGH.  THE POINT OBSERVED WAS
 MR0810'THE BASE OF A SMALL ANTENNA MOUNTED AT THE APEX OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0775 ***********************************************************************
 MR0775  DESIGNATION -  MOUNTAIN FUEL UNITA PLT E STK
 MR0775  PID         -  MR0775
 MR0775  STATE/COUNTY-  WY/UINTA
 MR0775  USGS QUAD   -  WILDCAT BUTTE (1964)
 MR0775
 MR0775                         *CURRENT SURVEY CONTROL
 MR0775  ___________________________________________________________________
 MR0775* NAD 83(1993)-  41 23 48.83135(N)    110 05 15.68306(W)     ADJUSTED  
 MR0775* NAVD 88     -                                                        
 MR0775  ___________________________________________________________________
 MR0775  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 MR0775  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 MR0775
 MR0775  HORZ ORDER  -  THIRD
 MR0775
 MR0775.The horizontal coordinates were established by classical geodetic methods
 MR0775.and adjusted by the National Geodetic Survey in January 1997..
 MR0775
 MR0775
 MR0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0775
 MR0775.The geoid height was determined by GEOID03.
 MR0775
 MR0775;                    North         East     Units Scale Factor Converg.
 MR0775;SPC WY W     -   199,596.877   799,635.703   MT  0.99993750   -0 00 10.4
 MR0775;SPC WYWC     -   100,460.466   488,136.761   MT  1.00009144   -0 53 04.8
 MR0775;UTM  12      - 4,583,219.510   576,264.997   MT  0.99967158   +0 36 11.9
 MR0775
 MR0775                          SUPERSEDED SURVEY CONTROL
 MR0775
 MR0775  NAD 83(1986)-  41 23 48.82208(N)    110 05 15.67267(W) AD(       ) 4
 MR0775  NAD 27      -  41 23 48.99000(N)    110 05 13.15600(W) AD(       ) 3
 MR0775
 MR0775.Superseded values are not recommended for survey control.
 MR0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0775.See file dsdata.txt to determine how the superseded data were derived.
 MR0775
 MR0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7626583220(NAD 83)
 MR0775_MARKER: 63 = STACK
 MR0775
 MR0775  HISTORY     - Date     Condition        Report By
 MR0775  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0775
 MR0775                          STATION DESCRIPTION
 MR0775
 MR0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0775'THE STATION IS LOCATED 12 MILES SOUTH SOUTHWEST OF GRANGER, 12
 MR0775'MILES SOUTHWEST OF LITTLE AMERICA AND 14 MILES NORTHEAST OF
 MR0775'LYMAN.  THE STACK IS MADE OF METAL AND GUYED WITH 2 SETS OF
 MR0775'2 GUY WIRES.  IT IS PAINTED BLACK AND BRACED TO THE WEST STACK
 MR0775'HALF WAY UP.  THE WEST STACK IS ABOUT 10 FEET FROM THE EAST
 MR0775'STACK.  THE STACK IS 110 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0789 ***********************************************************************
 MR0789  DESIGNATION -  MOUNTAIN VIEW UINTA N MST
 MR0789  PID         -  MR0789
 MR0789  STATE/COUNTY-  WY/UINTA
 MR0789  USGS QUAD   -  MOUNTAIN VIEW (1980)
 MR0789
 MR0789                         *CURRENT SURVEY CONTROL
 MR0789  ___________________________________________________________________
 MR0789* NAD 83(1993)-  41 15 42.50547(N)    110 20 29.10717(W)     ADJUSTED  
 MR0789* NAVD 88     -                                                        
 MR0789  ___________________________________________________________________
 MR0789  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MR0789  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 MR0789
 MR0789  HORZ ORDER  -  THIRD
 MR0789
 MR0789.The horizontal coordinates were established by classical geodetic methods
 MR0789.and adjusted by the National Geodetic Survey in January 1997..
 MR0789
 MR0789
 MR0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0789
 MR0789.The geoid height was determined by GEOID03.
 MR0789
 MR0789;                    North         East     Units Scale Factor Converg.
 MR0789;SPC WY W     -   184,626.737   778,373.434   MT  0.99994325   -0 10 12.7
 MR0789;UTM  12      - 4,568,029.901   555,168.115   MT  0.99963746   +0 26 03.6
 MR0789
 MR0789                          SUPERSEDED SURVEY CONTROL
 MR0789
 MR0789  NAD 83(1986)-  41 15 42.49376(N)    110 20 29.09759(W) AD(       ) 4
 MR0789  NAD 27      -  41 15 42.67300(N)    110 20 26.54000(W) AD(       ) 3
 MR0789
 MR0789.Superseded values are not recommended for survey control.
 MR0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0789.See file dsdata.txt to determine how the superseded data were derived.
 MR0789
 MR0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5516868030(NAD 83)
 MR0789_MARKER: 42 = RADIO/TV MAST
 MR0789
 MR0789  HISTORY     - Date     Condition        Report By
 MR0789  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0789
 MR0789                          STATION DESCRIPTION
 MR0789
 MR0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0789'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF LYMAN, 4-1/2
 MR0789'MILES SOUTHEAST OF FORT BRIDGER AND 1/2 MILE SOUTH OF MOUNTAIN
 MR0789'VIEW, ON THE EXTREME NORTH END OF TIPPERARY BENCH.  IT IS A
 MR0789'METAL STRUCTURE 75 FEET HIGH.
 MR0789'
 MR0789'A TRAVERSE CONNECTION WAS MADE FROM THE CENTER OF THE BASE OF
 MR0789'THE MAST, THE DISTANCE BEING 141.42 FEET, (43.105 METERS)
 MR0789'SOUTH OF TRIANGULATION STATION VIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0748 ***********************************************************************
 MR0748  DESIGNATION -  MOXA
 MR0748  PID         -  MR0748
 MR0748  STATE/COUNTY-  WY/LINCOLN
 MR0748  USGS QUAD   -  MOXA (1969)
 MR0748
 MR0748                         *CURRENT SURVEY CONTROL
 MR0748  ___________________________________________________________________
 MR0748* NAD 83(1993)-  41 43 16.35300(N)    110 05 04.39496(W)     ADJUSTED  
 MR0748* NAVD 88     -      2011.0    (meters)    6598.     (feet)  VERTCON   
 MR0748  ___________________________________________________________________
 MR0748  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 MR0748  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MR0748
 MR0748  HORZ ORDER  -  SECOND
 MR0748
 MR0748.The horizontal coordinates were established by classical geodetic methods
 MR0748.and adjusted by the National Geodetic Survey in January 1997..
 MR0748
 MR0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0748
 MR0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0748
 MR0748.The geoid height was determined by GEOID03.
 MR0748
 MR0748;                    North         East     Units Scale Factor Converg.
 MR0748;SPC WY W     -   235,614.194   799,898.420   MT  0.99993750   -0 00 02.9
 MR0748;SPC WYWC     -   136,474.938   488,955.635   MT  1.00008919   -0 53 17.7
 MR0748;UTM  12      - 4,619,228.004   576,145.450   MT  0.99967135   +0 36 33.4
 MR0748
 MR0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0748!SPC WY W     -   0.99968699  x   0.99993750  =   0.99962451
 MR0748!SPC WYWC     -   0.99968699  x   1.00008919  =   0.99977615
 MR0748!UTM  12      -   0.99968699  x   0.99967135  =   0.99935844
 MR0748
 MR0748|---------------------------------------------------------------------|
 MR0748| PID    Reference Object                     Distance      Geod. Az  |
 MR0748|                                                           dddmmss.s |
 MR0748| CP6272 MOXA RM 1                            17.069 METERS 19133     |
 MR0748| CP6273 MOXA RM 2                            15.998 METERS 27404     |
 MR0748| CP6271 MOXA AZ MK                                         3374047.8 |
 MR0748|---------------------------------------------------------------------|
 MR0748
 MR0748                          SUPERSEDED SURVEY CONTROL
 MR0748
 MR0748  NAD 83(1986)-  41 43 16.34563(N)    110 05 04.38723(W) AD(       ) 2
 MR0748  NAD 27      -  41 43 16.51770(N)    110 05 01.83490(W) AD(       ) 2
 MR0748  NGVD 29 (07/19/86) 2009.7    (m)         6593.     (f) VERT ANG       
 MR0748
 MR0748.Superseded values are not recommended for survey control.
 MR0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0748.See file dsdata.txt to determine how the superseded data were derived.
 MR0748
 MR0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM7614519228(NAD 83)
 MR0748_MARKER: DS = TRIANGULATION STATION DISK
 MR0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0748
 MR0748  HISTORY     - Date     Condition        Report By
 MR0748  HISTORY     - 1962     MONUMENTED       CGS
 MR0748
 MR0748                          STATION DESCRIPTION
 MR0748
 MR0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0748'THE STATION IS LOCATED ON A LOW BUTTE LIKE MESA 1/4 MILE
 MR0748'SOUTH OF U.S. HIGHWAY 30N, 3/4 MILE WEST OF THE LINCOLN-SWEETWATER
 MR0748'COUNTY LINE, 3-3/4 MILES NORTH OF THE MOXA RAILROAD SIDING
 MR0748'AND 14 MILES EAST SOUTHEAST OF OPAL.
 MR0748'
 MR0748'TO REACH THE STATION FROM THE RAILROAD DEPOT IN OPAL GO EASTERLY
 MR0748'ON U.S. HIGHWAY 30N FOR 14.5 MILES TO THE AZIMUTH MARK ON THE
 MR0748'RIGHT BETWEEN SOME SNOW FENCES.  CONTINUE 0.8 MILE TO A CROSS
 MR0748'ROAD.  TURN RIGHT OFF THE HIGHWAY AND THEN TURN RIGHT AGAIN
 MR0748'AND FOLLOW A TRACK ROAD SOUTHWEST TOWARD A MESA FOR 0.25 MILE
 MR0748'TO THE END OF THE TRACK ROAD.  BARE RIGHT AND DRIVE ACROSS
 MR0748'COUNTRY FOR 0.1 MILE TO THE TOP OF THE MESA.  HERE TURN RIGHT
 MR0748'AND FOLLOW ALONG THE EDGE OF THE MESA ACROSS COUNTRY FOR
 MR0748'0.15 MILE TO THE STATION.
 MR0748'
 MR0748'THE STATION MARK IS A STANDARD DISK, STAMPED MOXA 1962, SET
 MR0748'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 MR0748'IT IS 6.3 FEET SOUTH OF A WITNESS POST, AND 15 FEET SOUTH OF
 MR0748'WHERE THE MESA SLOPES DOWN HILL.
 MR0748'
 MR0748'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOXA NO 1 1962,
 MR0748'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0748'6 INCHES.  IT IS THE SAME ELEVATIN AS THE STATION MARK.
 MR0748'
 MR0748'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOXA NO 2 1962,
 MR0748'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0748'8 INCHES.  IT IS 1 FOOT HIGHER THAN THE STATION MARK.
 MR0748'
 MR0748'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MOXA 1962, SET
 MR0748'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.
 MR0748'IT IS 1.8 FEET SOUTH OF A WITNESS POST, 127 FEET SOUTH OF THE
 MR0748'CENTERLINE OF U.S. HIGHWAY 30N, AND IS SET BETWEEN THE THIRD AND
 MR0748'FORTH SNOW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0153 ***********************************************************************
 NR0153  DESIGNATION -  MR 16
 NR0153  PID         -  NR0153
 NR0153  STATE/COUNTY-  WY/NATRONA
 NR0153  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0153
 NR0153                         *CURRENT SURVEY CONTROL
 NR0153  ___________________________________________________________________
 NR0153* NAD 83(1986)-  42 43 01.     (N)    106 32 19.     (W)     SCALED    
 NR0153* NAVD 88     -      1597.986  (meters)    5242.73   (feet)  ADJUSTED  
 NR0153  ___________________________________________________________________
 NR0153  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 NR0153  DYNAMIC HT  -        1596.969 (meters)    5239.39  (feet)  COMP
 NR0153  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 NR0153
 NR0153  VERT ORDER  -  SECOND    CLASS 0
 NR0153
 NR0153.The horizontal coordinates were scaled from a topographic map and have
 NR0153.an estimated accuracy of +/- 6 seconds.
 NR0153
 NR0153.The orthometric height was determined by differential leveling
 NR0153.and adjusted by the National Geodetic Survey in June 1991..
 NR0153
 NR0153.The geoid height was determined by GEOID03.
 NR0153
 NR0153.The dynamic height is computed by dividing the NAVD 88
 NR0153.geopotential number by the normal gravity value computed on the
 NR0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0153.degrees latitude (g = 980.6199 gals.).
 NR0153
 NR0153.The modeled gravity was interpolated from observed gravity values.
 NR0153
 NR0153;                    North         East    Units  Estimated Accuracy
 NR0153;SPC WYEC     -   346,520.      465,100.      MT  (+/- 180 meters Scaled)
 NR0153
 NR0153                          SUPERSEDED SURVEY CONTROL
 NR0153
 NR0153  NGVD 29 (??/??/92) 1597.11   (m)         5239.9    (f) COMPUTED    2 0
 NR0153
 NR0153.Superseded values are not recommended for survey control.
 NR0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0153.See file dsdata.txt to determine how the superseded data were derived.
 NR0153
 NR0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH740305(NAD 83)
 NR0153_MARKER: DD = SURVEY DISK
 NR0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0153_STAMPING: MR 16 1947 5240
 NR0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0153+STABILITY: SURFACE MOTION
 NR0153
 NR0153  HISTORY     - Date     Condition        Report By
 NR0153  HISTORY     - 1947     MONUMENTED       USGS
 NR0153  HISTORY     - 1959     GOOD             NGS
 NR0153  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0153
 NR0153                          STATION DESCRIPTION
 NR0153
 NR0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0153'14.8 MI SW FROM CASPER.
 NR0153'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0153'POSTOFFICE AT CASPER, AT THE JUNCTION OF A ROAD LEADING SOUTHEAST, 85
 NR0153'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 248 FEET SOUTH OF THE
 NR0153'SOUTHWEST CORNER OF A BRIDGE OVER COTTONWOOD CREEK, 27 FEET SOUTHWEST
 NR0153'OF THE CENTER LINE OF THE ROAD LEADING SOUTHEAST, 16 FEET NORTHEAST OF
 NR0153'A FENCE, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT LEVEL
 NR0153'WITH THE ROAD LEADING SOUTHEAST, AND ON THE TOP OF A CONCRETE POST
 NR0153'PROJECTING 1 INCH.
 NR0153
 NR0153                          STATION RECOVERY (1982)
 NR0153
 NR0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0156 ***********************************************************************
 NR0156  DESIGNATION -  MR 17
 NR0156  PID         -  NR0156
 NR0156  STATE/COUNTY-  WY/NATRONA
 NR0156  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0156
 NR0156                         *CURRENT SURVEY CONTROL
 NR0156  ___________________________________________________________________
 NR0156* NAD 83(1986)-  42 42 18.     (N)    106 30 15.     (W)     SCALED    
 NR0156* NAVD 88     -      1681.316  (meters)    5516.12   (feet)  ADJUSTED  
 NR0156  ___________________________________________________________________
 NR0156  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 NR0156  DYNAMIC HT  -        1680.219 (meters)    5512.52  (feet)  COMP
 NR0156  MODELED GRAV-     979,908.8   (mgal)                       NAVD 88
 NR0156
 NR0156  VERT ORDER  -  FIRST     CLASS II
 NR0156
 NR0156.The horizontal coordinates were scaled from a topographic map and have
 NR0156.an estimated accuracy of +/- 6 seconds.
 NR0156
 NR0156.The orthometric height was determined by differential leveling
 NR0156.and adjusted by the National Geodetic Survey in June 1991..
 NR0156
 NR0156.The geoid height was determined by GEOID03.
 NR0156
 NR0156.The dynamic height is computed by dividing the NAVD 88
 NR0156.geopotential number by the normal gravity value computed on the
 NR0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0156.degrees latitude (g = 980.6199 gals.).
 NR0156
 NR0156.The modeled gravity was interpolated from observed gravity values.
 NR0156
 NR0156;                    North         East    Units  Estimated Accuracy
 NR0156;SPC WYEC     -   345,220.      467,930.      MT  (+/- 180 meters Scaled)
 NR0156
 NR0156                          SUPERSEDED SURVEY CONTROL
 NR0156
 NR0156  NGVD 29 (06/08/92) 1680.407  (m)         5513.14   (f) ADJUSTED    1 2
 NR0156
 NR0156.Superseded values are not recommended for survey control.
 NR0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0156.See file dsdata.txt to determine how the superseded data were derived.
 NR0156
 NR0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH768291(NAD 83)
 NR0156_MARKER: DD = SURVEY DISK
 NR0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0156_STAMPING: MR 17 1947 5513
 NR0156_MARK LOGO: CGS   
 NR0156_PROJECTION: PROJECTING 5 CENTIMETERS
 NR0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0156+STABILITY: SURFACE MOTION
 NR0156
 NR0156  HISTORY     - Date     Condition        Report By
 NR0156  HISTORY     - 1947     MONUMENTED       USGS
 NR0156  HISTORY     - 1959     GOOD             NGS
 NR0156  HISTORY     - 1982     GOOD             NGS
 NR0156
 NR0156                          STATION DESCRIPTION
 NR0156
 NR0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0156'17.0 MI SW FROM CASPER.
 NR0156'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0156'POSTOFFICE AT CASPER, THENCE ABOUT 2.2 MILES SOUTHEAST ALONG A DIRT
 NR0156'ROAD WHICH IS THE MEDICINE BOW ROAD, 38 FEET NORTHEAST OF THE CENTER
 NR0156'LINE OF THE ROAD, IN SECTION 26, R 81 W, T 32 N, 32 FEET NORTHEAST OF
 NR0156'THE NORTHEAST END OF A CATTLE GUARD, 10 FEET NORTHEAST OF A FENCE
 NR0156'CORNER POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 NR0156'OF A CONCRETE POST PROJECTING 2 INCHES.
 NR0156
 NR0156                          STATION RECOVERY (1982)
 NR0156
 NR0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0156'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  19.5 KM (12.1
 NR0156'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS JUNCTION WITH STATE
 NR0156'HIGHWAY 257 IN CASPER, THENCE 3.4 KM (2.1 MI) SOUTHWEST ALONG A DIRT
 NR0156'ROAD (OLD MEDICINE BOW ROAD), 11.6 METERS (38.1 FT) NORTHEAST OF THE
 NR0156'CENTER OF THE ROAD, 9.8 METERS (32.2 FT) NORTHEAST OF THE CENTER OF
 NR0156'THE ROAD, 9.8 METERS (32.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 NR0156'CATTLE GUARD AND 3.1 METERS (10.2 FT) NORTHEAST OF A FENCE CORNER.
 NR0156'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0062 ***********************************************************************
 NR0062  DESIGNATION -  MR 18
 NR0062  PID         -  NR0062
 NR0062  STATE/COUNTY-  WY/NATRONA
 NR0062  USGS QUAD   -  FREELAND (1960)
 NR0062
 NR0062                         *CURRENT SURVEY CONTROL
 NR0062  ___________________________________________________________________
 NR0062* NAD 83(1986)-  42 41 39.     (N)    106 28 03.     (W)     SCALED    
 NR0062* NAVD 88     -      1763.436  (meters)    5785.54   (feet)  ADJUSTED  
 NR0062  ___________________________________________________________________
 NR0062  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 NR0062  DYNAMIC HT  -        1762.270 (meters)    5781.71  (feet)  COMP
 NR0062  MODELED GRAV-     979,896.9   (mgal)                       NAVD 88
 NR0062
 NR0062  VERT ORDER  -  SECOND    CLASS 0
 NR0062
 NR0062.The horizontal coordinates were scaled from a topographic map and have
 NR0062.an estimated accuracy of +/- 6 seconds.
 NR0062
 NR0062.The orthometric height was determined by differential leveling
 NR0062.and adjusted by the National Geodetic Survey in June 1991..
 NR0062
 NR0062.The geoid height was determined by GEOID03.
 NR0062
 NR0062.The dynamic height is computed by dividing the NAVD 88
 NR0062.geopotential number by the normal gravity value computed on the
 NR0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0062.degrees latitude (g = 980.6199 gals.).
 NR0062
 NR0062.The modeled gravity was interpolated from observed gravity values.
 NR0062
 NR0062;                    North         East    Units  Estimated Accuracy
 NR0062;SPC WYEC     -   344,040.      470,950.      MT  (+/- 180 meters Scaled)
 NR0062
 NR0062                          SUPERSEDED SURVEY CONTROL
 NR0062
 NR0062  NGVD 29 (??/??/92) 1762.513  (m)         5782.51   (f) ADJ UNCH    2 0
 NR0062
 NR0062.Superseded values are not recommended for survey control.
 NR0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0062.See file dsdata.txt to determine how the superseded data were derived.
 NR0062
 NR0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH797278(NAD 83)
 NR0062_MARKER: DD = SURVEY DISK
 NR0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0062_STAMPING: MR 18 1947
 NR0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0062+STABILITY: SURFACE MOTION
 NR0062
 NR0062  HISTORY     - Date     Condition        Report By
 NR0062  HISTORY     - 1947     MONUMENTED       USGS
 NR0062  HISTORY     - 1959     GOOD             NGS
 NR0062
 NR0062                          STATION DESCRIPTION
 NR0062
 NR0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0062'19.25 MI SW FROM CASPER.
 NR0062'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0062'POSTOFFICE AT CASPER, THENCE ABOUT 4.45 MILES SOUTHEAST ALONG A DIRT
 NR0062'ROAD WHICH IS THE MEDICINE BOW ROAD, 33 FEET SOUTH OF THE CENTER LINE
 NR0062'OF THE ROAD, IN SECTION 31, R 80 W, T 32 N, 5 FEET EAST OF A FENCE
 NR0062'CORNER POST, 1 1/2 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD,
 NR0062'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0059 ***********************************************************************
 NR0059  DESIGNATION -  MR 19
 NR0059  PID         -  NR0059
 NR0059  STATE/COUNTY-  WY/NATRONA
 NR0059  USGS QUAD   -  FREELAND (1960)
 NR0059
 NR0059                         *CURRENT SURVEY CONTROL
 NR0059  ___________________________________________________________________
 NR0059* NAD 83(1986)-  42 40 25.     (N)    106 26 08.     (W)     SCALED    
 NR0059* NAVD 88     -      1733.749  (meters)    5688.14   (feet)  ADJUSTED  
 NR0059  ___________________________________________________________________
 NR0059  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 NR0059  DYNAMIC HT  -        1732.607 (meters)    5684.39  (feet)  COMP
 NR0059  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 NR0059
 NR0059  VERT ORDER  -  SECOND    CLASS 0
 NR0059
 NR0059.The horizontal coordinates were scaled from a topographic map and have
 NR0059.an estimated accuracy of +/- 6 seconds.
 NR0059
 NR0059.The orthometric height was determined by differential leveling
 NR0059.and adjusted by the National Geodetic Survey in June 1991..
 NR0059
 NR0059.The geoid height was determined by GEOID03.
 NR0059
 NR0059.The dynamic height is computed by dividing the NAVD 88
 NR0059.geopotential number by the normal gravity value computed on the
 NR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0059.degrees latitude (g = 980.6199 gals.).
 NR0059
 NR0059.The modeled gravity was interpolated from observed gravity values.
 NR0059
 NR0059;                    North         East    Units  Estimated Accuracy
 NR0059;SPC WYEC     -   341,790.      473,590.      MT  (+/- 180 meters Scaled)
 NR0059
 NR0059                          SUPERSEDED SURVEY CONTROL
 NR0059
 NR0059  NGVD 29 (??/??/92) 1732.837  (m)         5685.15   (f) ADJ UNCH    2 0
 NR0059
 NR0059.Superseded values are not recommended for survey control.
 NR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0059.See file dsdata.txt to determine how the superseded data were derived.
 NR0059
 NR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH823255(NAD 83)
 NR0059_MARKER: DD = SURVEY DISK
 NR0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0059_STAMPING: MR 19 1947
 NR0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0059+STABILITY: SURFACE MOTION
 NR0059
 NR0059  HISTORY     - Date     Condition        Report By
 NR0059  HISTORY     - 1947     MONUMENTED       USGS
 NR0059  HISTORY     - 1959     GOOD             NGS
 NR0059
 NR0059                          STATION DESCRIPTION
 NR0059
 NR0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0059'21.65 MI SW FROM CASPER.
 NR0059'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0059'POSTOFFICE AT CASPER, THENCE ABOUT 6.85 MILES SOUTHEAST ALONG A DIRT
 NR0059'ROAD WHICH IS MEDICINE BOW ROAD, 25 FEET SOUTHWEST OF THE CENTER LINE
 NR0059'OF THE ROAD, IN SECTION 9, R 80 W, T 31 N, 258 FEET NORTHWEST OF THE
 NR0059'NORTHWEST END OF A BRIDGE OVER RED CREEK, ABOUT 3 FEET ABOVE THE LEVEL
 NR0059'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0055 ***********************************************************************
 NR0055  DESIGNATION -  MR 21
 NR0055  PID         -  NR0055
 NR0055  STATE/COUNTY-  WY/NATRONA
 NR0055  USGS QUAD   -  FREELAND (1960)
 NR0055
 NR0055                         *CURRENT SURVEY CONTROL
 NR0055  ___________________________________________________________________
 NR0055* NAD 83(1986)-  42 38 13.     (N)    106 23 33.     (W)     SCALED    
 NR0055* NAVD 88     -      1779.104  (meters)    5836.94   (feet)  ADJUSTED  
 NR0055  ___________________________________________________________________
 NR0055  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 NR0055  DYNAMIC HT  -        1777.916 (meters)    5833.05  (feet)  COMP
 NR0055  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 NR0055
 NR0055  VERT ORDER  -  SECOND    CLASS 0
 NR0055
 NR0055.The horizontal coordinates were scaled from a topographic map and have
 NR0055.an estimated accuracy of +/- 6 seconds.
 NR0055
 NR0055.The orthometric height was determined by differential leveling
 NR0055.and adjusted by the National Geodetic Survey in June 1991..
 NR0055
 NR0055.The geoid height was determined by GEOID03.
 NR0055
 NR0055.The dynamic height is computed by dividing the NAVD 88
 NR0055.geopotential number by the normal gravity value computed on the
 NR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0055.degrees latitude (g = 980.6199 gals.).
 NR0055
 NR0055.The modeled gravity was interpolated from observed gravity values.
 NR0055
 NR0055;                    North         East    Units  Estimated Accuracy
 NR0055;SPC WYEC     -   337,750.      477,160.      MT  (+/- 180 meters Scaled)
 NR0055
 NR0055                          SUPERSEDED SURVEY CONTROL
 NR0055
 NR0055  NGVD 29 (??/??/92) 1778.180  (m)         5833.91   (f) ADJ UNCH    2 0
 NR0055
 NR0055.Superseded values are not recommended for survey control.
 NR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0055.See file dsdata.txt to determine how the superseded data were derived.
 NR0055
 NR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH858214(NAD 83)
 NR0055_MARKER: DD = SURVEY DISK
 NR0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0055_STAMPING: MR 21 1947
 NR0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0055+STABILITY: SURFACE MOTION
 NR0055
 NR0055  HISTORY     - Date     Condition        Report By
 NR0055  HISTORY     - 1947     MONUMENTED       USGS
 NR0055  HISTORY     - 1959     GOOD             NGS
 NR0055
 NR0055                          STATION DESCRIPTION
 NR0055
 NR0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0055'25.95 MI S FROM CASPER.
 NR0055'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0055'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0055'ROAD WHICH IS MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST ALONG
 NR0055'TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED ROAD,
 NR0055'THENCE ABOUT 1.15 MILES SOUTHEAST ALONG A DIRT ROAD, 37 FEET SOUTH OF
 NR0055'THE CENTER LINE OF THE ROAD, IN SECTION 23, R 80 W, T 31 N, ABOUT 0.9
 NR0055'MILE NORTHWEST OF THE MARTIN RANCH HOUSE, 53 FEET WEST OF THE WEST
 NR0055'CORNER OF A CATTLE GUARD, 6 INCHES NORTH OF A FENCE, 1.2 FEET WEST OF
 NR0055'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A
 NR0055'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0052 ***********************************************************************
 NR0052  DESIGNATION -  MR 22
 NR0052  PID         -  NR0052
 NR0052  STATE/COUNTY-  WY/NATRONA
 NR0052  USGS QUAD   -  CRIMSON DAWN (1984)
 NR0052
 NR0052                         *CURRENT SURVEY CONTROL
 NR0052  ___________________________________________________________________
 NR0052* NAD 83(1986)-  42 37 32.     (N)    106 21 59.     (W)     SCALED    
 NR0052* NAVD 88     -      1818.442  (meters)    5966.01   (feet)  ADJUSTED  
 NR0052  ___________________________________________________________________
 NR0052  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 NR0052  DYNAMIC HT  -        1817.212 (meters)    5961.97  (feet)  COMP
 NR0052  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 NR0052
 NR0052  VERT ORDER  -  SECOND    CLASS 0
 NR0052
 NR0052.The horizontal coordinates were scaled from a topographic map and have
 NR0052.an estimated accuracy of +/- 6 seconds.
 NR0052
 NR0052.The orthometric height was determined by differential leveling
 NR0052.and adjusted by the National Geodetic Survey in June 1991..
 NR0052
 NR0052.The geoid height was determined by GEOID03.
 NR0052
 NR0052.The dynamic height is computed by dividing the NAVD 88
 NR0052.geopotential number by the normal gravity value computed on the
 NR0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0052.degrees latitude (g = 980.6199 gals.).
 NR0052
 NR0052.The modeled gravity was interpolated from observed gravity values.
 NR0052
 NR0052;                    North         East    Units  Estimated Accuracy
 NR0052;SPC WYEC     -   336,510.      479,320.      MT  (+/- 180 meters Scaled)
 NR0052
 NR0052                          SUPERSEDED SURVEY CONTROL
 NR0052
 NR0052  NGVD 29 (??/??/92) 1817.503  (m)         5962.92   (f) ADJ UNCH    2 0
 NR0052
 NR0052.Superseded values are not recommended for survey control.
 NR0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0052.See file dsdata.txt to determine how the superseded data were derived.
 NR0052
 NR0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH879201(NAD 83)
 NR0052_MARKER: DD = SURVEY DISK
 NR0052_SETTING: 80 = SET IN A BOULDER
 NR0052_SP_SET: BOULDER
 NR0052_STAMPING: MR 22 1947
 NR0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0052+STABILITY: SURFACE MOTION
 NR0052
 NR0052  HISTORY     - Date     Condition        Report By
 NR0052  HISTORY     - 1947     MONUMENTED       USGS
 NR0052  HISTORY     - 1959     GOOD             NGS
 NR0052
 NR0052                          STATION DESCRIPTION
 NR0052
 NR0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0052'27.65 MI S FROM CASPER.
 NR0052'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0052'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0052'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0052'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0052'ROAD, THENCE ABOUT 2.85 MILES SOUTHEAST ALONG A DIRT ROAD, 13 FEET
 NR0052'SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN SECTION 25, R 80 W, T 31
 NR0052'N, IN THE TOP OF A LARGE FLAT BOULDER, ABOUT 0.85 MILE SOUTHEAST OF
 NR0052'THE MARTIN RANCH HOUSE, 24 FEET SOUTHEAST OF THE SOUTHWEST END OF A
 NR0052'16-INCH STEEL TUBULAR CULVERT, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 NR0052'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0050 ***********************************************************************
 NR0050  DESIGNATION -  MR 23
 NR0050  PID         -  NR0050
 NR0050  STATE/COUNTY-  WY/NATRONA
 NR0050  USGS QUAD   -  SHEEP CREEK (1960)
 NR0050
 NR0050                         *CURRENT SURVEY CONTROL
 NR0050  ___________________________________________________________________
 NR0050* NAD 83(1986)-  42 36 22.     (N)    106 21 04.     (W)     SCALED    
 NR0050* NAVD 88     -      1875.443  (meters)    6153.02   (feet)  ADJUSTED  
 NR0050  ___________________________________________________________________
 NR0050  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 NR0050  DYNAMIC HT  -        1874.157 (meters)    6148.80  (feet)  COMP
 NR0050  MODELED GRAV-     979,868.3   (mgal)                       NAVD 88
 NR0050
 NR0050  VERT ORDER  -  SECOND    CLASS 0
 NR0050
 NR0050.The horizontal coordinates were scaled from a topographic map and have
 NR0050.an estimated accuracy of +/- 6 seconds.
 NR0050
 NR0050.The orthometric height was determined by differential leveling
 NR0050.and adjusted by the National Geodetic Survey in June 1991..
 NR0050
 NR0050.The geoid height was determined by GEOID03.
 NR0050
 NR0050.The dynamic height is computed by dividing the NAVD 88
 NR0050.geopotential number by the normal gravity value computed on the
 NR0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0050.degrees latitude (g = 980.6199 gals.).
 NR0050
 NR0050.The modeled gravity was interpolated from observed gravity values.
 NR0050
 NR0050;                    North         East    Units  Estimated Accuracy
 NR0050;SPC WYEC     -   334,370.      480,600.      MT  (+/- 180 meters Scaled)
 NR0050
 NR0050                          SUPERSEDED SURVEY CONTROL
 NR0050
 NR0050  NGVD 29 (??/??/92) 1874.491  (m)         6149.89   (f) ADJ UNCH    2 0
 NR0050
 NR0050.Superseded values are not recommended for survey control.
 NR0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0050.See file dsdata.txt to determine how the superseded data were derived.
 NR0050
 NR0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH891179(NAD 83)
 NR0050_MARKER: DD = SURVEY DISK
 NR0050_SETTING: 80 = SET IN A BOULDER
 NR0050_SP_SET: BOULDER
 NR0050_STAMPING: MR 23 1947
 NR0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0050+STABILITY: SURFACE MOTION
 NR0050
 NR0050  HISTORY     - Date     Condition        Report By
 NR0050  HISTORY     - 1947     MONUMENTED       USGS
 NR0050  HISTORY     - 1959     GOOD             NGS
 NR0050
 NR0050                          STATION DESCRIPTION
 NR0050
 NR0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0050'29.35 MI S FROM CASPER.
 NR0050'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0050'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0050'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0050'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0050'ROAD, THENCE ABOUT 4.55 MILES SOUTHEAST ALONG A DIRT ROAD, 19 FEET
 NR0050'NORTHEAST OF THE CENTER LINE OF THE ROAD, IN SECTION 31, R 79 W, T 31
 NR0050'N, IN THE TOP OF A LARGE BOULDER, ABOUT 0.5 MILE SOUTHEAST OF A BRIDGE
 NR0050'OVER CORRAL CREEK, ABOUT 100 FEET NORTHWEST OF A CURVE IN THE ROAD, 16
 NR0050'1/2 FEET WEST OF A POWER POLE, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF
 NR0050'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0048 ***********************************************************************
 NR0048  DESIGNATION -  MR 24
 NR0048  PID         -  NR0048
 NR0048  STATE/COUNTY-  WY/NATRONA
 NR0048  USGS QUAD   -  SHEEP CREEK (1960)
 NR0048
 NR0048                         *CURRENT SURVEY CONTROL
 NR0048  ___________________________________________________________________
 NR0048* NAD 83(1986)-  42 35 09.     (N)    106 20 56.     (W)     SCALED    
 NR0048* NAVD 88     -      1924.617  (meters)    6314.35   (feet)  ADJUSTED  
 NR0048  ___________________________________________________________________
 NR0048  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 NR0048  DYNAMIC HT  -        1923.270 (meters)    6309.93  (feet)  COMP
 NR0048  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 NR0048
 NR0048  VERT ORDER  -  SECOND    CLASS 0
 NR0048
 NR0048.The horizontal coordinates were scaled from a topographic map and have
 NR0048.an estimated accuracy of +/- 6 seconds.
 NR0048
 NR0048.The orthometric height was determined by differential leveling
 NR0048.and adjusted by the National Geodetic Survey in June 1991..
 NR0048
 NR0048.The geoid height was determined by GEOID03.
 NR0048
 NR0048.The dynamic height is computed by dividing the NAVD 88
 NR0048.geopotential number by the normal gravity value computed on the
 NR0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0048.degrees latitude (g = 980.6199 gals.).
 NR0048
 NR0048.The modeled gravity was interpolated from observed gravity values.
 NR0048
 NR0048;                    North         East    Units  Estimated Accuracy
 NR0048;SPC WYEC     -   332,120.      480,810.      MT  (+/- 180 meters Scaled)
 NR0048
 NR0048                          SUPERSEDED SURVEY CONTROL
 NR0048
 NR0048  NGVD 29 (??/??/92) 1923.642  (m)         6311.15   (f) ADJ UNCH    2 0
 NR0048
 NR0048.Superseded values are not recommended for survey control.
 NR0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0048.See file dsdata.txt to determine how the superseded data were derived.
 NR0048
 NR0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH893157(NAD 83)
 NR0048_MARKER: DD = SURVEY DISK
 NR0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0048_STAMPING: MR 24 1947
 NR0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0048+STABILITY: SURFACE MOTION
 NR0048
 NR0048  HISTORY     - Date     Condition        Report By
 NR0048  HISTORY     - 1947     MONUMENTED       USGS
 NR0048  HISTORY     - 1959     GOOD             NGS
 NR0048
 NR0048                          STATION DESCRIPTION
 NR0048
 NR0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0048'30.95 MI S FROM CASPER.
 NR0048'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0048'POST OFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0048'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0048'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0048'ROAD, THENCE 6.15 MILES SOUTHEAST ALONG A DIRT ROAD, 62 FEET EAST OF
 NR0048'THE CENTER LINE OF THE ROAD, IN SECTION 6, R 79 W, T 30 N, ABOUT 0.1
 NR0048'MILE SOUTH OF A POWER LINE FROM WHERE IT CROSSES THE ROAD, 85 FEET
 NR0048'WEST OF A POWER LINE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT
 NR0048'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 NR0048'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0046 ***********************************************************************
 NR0046  DESIGNATION -  MR 25
 NR0046  PID         -  NR0046
 NR0046  STATE/COUNTY-  WY/NATRONA
 NR0046  USGS QUAD   -  SHEEP CREEK (1960)
 NR0046
 NR0046                         *CURRENT SURVEY CONTROL
 NR0046  ___________________________________________________________________
 NR0046* NAD 83(1986)-  42 33 39.     (N)    106 20 26.     (W)     SCALED    
 NR0046* NAVD 88     -      1994.476  (meters)    6543.54   (feet)  ADJUSTED  
 NR0046  ___________________________________________________________________
 NR0046  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 NR0046  DYNAMIC HT  -        1993.053 (meters)    6538.87  (feet)  COMP
 NR0046  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 NR0046
 NR0046  VERT ORDER  -  SECOND    CLASS 0
 NR0046
 NR0046.The horizontal coordinates were scaled from a topographic map and have
 NR0046.an estimated accuracy of +/- 6 seconds.
 NR0046
 NR0046.The orthometric height was determined by differential leveling
 NR0046.and adjusted by the National Geodetic Survey in June 1991..
 NR0046
 NR0046.The geoid height was determined by GEOID03.
 NR0046
 NR0046.The dynamic height is computed by dividing the NAVD 88
 NR0046.geopotential number by the normal gravity value computed on the
 NR0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0046.degrees latitude (g = 980.6199 gals.).
 NR0046
 NR0046.The modeled gravity was interpolated from observed gravity values.
 NR0046
 NR0046;                    North         East    Units  Estimated Accuracy
 NR0046;SPC WYEC     -   329,350.      481,520.      MT  (+/- 180 meters Scaled)
 NR0046
 NR0046                          SUPERSEDED SURVEY CONTROL
 NR0046
 NR0046  NGVD 29 (??/??/92) 1993.484  (m)         6540.29   (f) ADJ UNCH    2 0
 NR0046
 NR0046.Superseded values are not recommended for survey control.
 NR0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0046.See file dsdata.txt to determine how the superseded data were derived.
 NR0046
 NR0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH899129(NAD 83)
 NR0046_MARKER: DD = SURVEY DISK
 NR0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0046_STAMPING: MR 25 1947
 NR0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0046+STABILITY: SURFACE MOTION
 NR0046
 NR0046  HISTORY     - Date     Condition        Report By
 NR0046  HISTORY     - 1947     MONUMENTED       USGS
 NR0046  HISTORY     - 1959     GOOD             NGS
 NR0046
 NR0046                          STATION DESCRIPTION
 NR0046
 NR0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0046'33.1 MI S FROM CASPER.
 NR0046'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0046'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0046'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0046'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0046'ROAD, THENCE ABOUT 8.3 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE
 NR0046'SUMMIT OF A RIDGE, 29 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 NR0046'IN SECTION 18, R 79 W, T 30 N, ABOUT 1.7 MILE NORTH OF A STEEL TUBULAR
 NR0046'CULVERT ON BATES CREEK, 9 1/2 FEET SOUTH OF A POWER POLE, 29 FEET
 NR0046'SOUTHEAST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTHEAST, 0.9
 NR0046'FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 NR0046'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0044 ***********************************************************************
 NR0044  DESIGNATION -  MR 26
 NR0044  PID         -  NR0044
 NR0044  STATE/COUNTY-  WY/NATRONA
 NR0044  USGS QUAD   -  SHEEP CREEK (1960)
 NR0044
 NR0044                         *CURRENT SURVEY CONTROL
 NR0044  ___________________________________________________________________
 NR0044* NAD 83(1986)-  42 32 40.     (N)    106 19 56.     (W)     SCALED    
 NR0044* NAVD 88     -      1949.435  (meters)    6395.77   (feet)  ADJUSTED  
 NR0044  ___________________________________________________________________
 NR0044  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 NR0044  DYNAMIC HT  -        1948.051 (meters)    6391.23  (feet)  COMP
 NR0044  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 NR0044
 NR0044  VERT ORDER  -  SECOND    CLASS 0
 NR0044
 NR0044.The horizontal coordinates were scaled from a topographic map and have
 NR0044.an estimated accuracy of +/- 6 seconds.
 NR0044
 NR0044.The orthometric height was determined by differential leveling
 NR0044.and adjusted by the National Geodetic Survey in June 1991..
 NR0044
 NR0044.The geoid height was determined by GEOID03.
 NR0044
 NR0044.The dynamic height is computed by dividing the NAVD 88
 NR0044.geopotential number by the normal gravity value computed on the
 NR0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0044.degrees latitude (g = 980.6199 gals.).
 NR0044
 NR0044.The modeled gravity was interpolated from observed gravity values.
 NR0044
 NR0044;                    North         East    Units  Estimated Accuracy
 NR0044;SPC WYEC     -   327,540.      482,230.      MT  (+/- 180 meters Scaled)
 NR0044
 NR0044                          SUPERSEDED SURVEY CONTROL
 NR0044
 NR0044  NGVD 29 (??/??/92) 1948.450  (m)         6392.54   (f) ADJ UNCH    2 0
 NR0044
 NR0044.Superseded values are not recommended for survey control.
 NR0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0044.See file dsdata.txt to determine how the superseded data were derived.
 NR0044
 NR0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH906110(NAD 83)
 NR0044_MARKER: DD = SURVEY DISK
 NR0044_SETTING: 80 = SET IN A BOULDER
 NR0044_SP_SET: BOULDER
 NR0044_STAMPING: MR 26 1947
 NR0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0044+STABILITY: SURFACE MOTION
 NR0044
 NR0044  HISTORY     - Date     Condition        Report By
 NR0044  HISTORY     - 1947     MONUMENTED       USGS
 NR0044  HISTORY     - 1959     GOOD             NGS
 NR0044
 NR0044                          STATION DESCRIPTION
 NR0044
 NR0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0044'34.5 MI S FROM CASPER.
 NR0044'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0044'POST OFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0044'ROAD WHICH IS MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST ALONG
 NR0044'TWO BAR ROAD, THENCE 0.4 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE
 NR0044'ABOUT 9.7 MILES SOUTHEAST ALONG A DIRT ROAD AT THE JUNCTION OF A TRAIL
 NR0044'ROAD, 39 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE DIRT ROAD, IN
 NR0044'SECTION 20, R 79 W. T 30 N, ABOUT 0.3 MILE NORTHEAST OF A STEEL
 NR0044'TUBULAR CULVERT OVER BATES CREEK, 168 FEET NORTHEAST OF A CATTLE
 NR0044'GUARD, 86 FEET NORTH OF THE CENTER OF THE JUNCTION, IN THE TOP OF A
 NR0044'LARGE BOULDER, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0042 ***********************************************************************
 NR0042  DESIGNATION -  MR 27
 NR0042  PID         -  NR0042
 NR0042  STATE/COUNTY-  WY/NATRONA
 NR0042  USGS QUAD   -  SHEEP CREEK (1960)
 NR0042
 NR0042                         *CURRENT SURVEY CONTROL
 NR0042  ___________________________________________________________________
 NR0042* NAD 83(1986)-  42 31 52.     (N)    106 19 34.     (W)     SCALED    
 NR0042* NAVD 88     -      1987.009  (meters)    6519.05   (feet)  ADJUSTED  
 NR0042  ___________________________________________________________________
 NR0042  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 NR0042  DYNAMIC HT  -        1985.579 (meters)    6514.35  (feet)  COMP
 NR0042  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 NR0042
 NR0042  VERT ORDER  -  SECOND    CLASS 0
 NR0042
 NR0042.The horizontal coordinates were scaled from a topographic map and have
 NR0042.an estimated accuracy of +/- 6 seconds.
 NR0042
 NR0042.The orthometric height was determined by differential leveling
 NR0042.and adjusted by the National Geodetic Survey in June 1991..
 NR0042
 NR0042.The geoid height was determined by GEOID03.
 NR0042
 NR0042.The dynamic height is computed by dividing the NAVD 88
 NR0042.geopotential number by the normal gravity value computed on the
 NR0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0042.degrees latitude (g = 980.6199 gals.).
 NR0042
 NR0042.The modeled gravity was interpolated from observed gravity values.
 NR0042
 NR0042;                    North         East    Units  Estimated Accuracy
 NR0042;SPC WYEC     -   326,060.      482,750.      MT  (+/- 180 meters Scaled)
 NR0042
 NR0042                          SUPERSEDED SURVEY CONTROL
 NR0042
 NR0042  NGVD 29 (??/??/92) 1986.014  (m)         6515.78   (f) ADJ UNCH    2 0
 NR0042
 NR0042.Superseded values are not recommended for survey control.
 NR0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0042.See file dsdata.txt to determine how the superseded data were derived.
 NR0042
 NR0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH910096(NAD 83)
 NR0042_MARKER: DD = SURVEY DISK
 NR0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0042_STAMPING: MR 27 1947
 NR0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0042+STABILITY: SURFACE MOTION
 NR0042
 NR0042  HISTORY     - Date     Condition        Report By
 NR0042  HISTORY     - 1947     MONUMENTED       USGS
 NR0042  HISTORY     - 1959     GOOD             NGS
 NR0042
 NR0042                          STATION DESCRIPTION
 NR0042
 NR0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0042'35.75 MI S FROM CASPER.
 NR0042'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0042'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0042'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0042'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0042'ROAD, THENCE ABOUT 10.95 MILES SOUTHEAST ALONG A DIRT ROAD, 24 FEET
 NR0042'NORTHEAST OF THE CENTER LINE OF THE ROAD, IN SECTION 32, R 79 W, T 30
 NR0042'N, ABOUT 0.9 MILE SOUTHEAST OF A STEEL TUBULAR CULVERT ON BATES CREEK,
 NR0042'71 FEET SOUTHEAST OF A 36-INCH STEEL TUBULAR CULVERT, 25 FEET
 NR0042'SOUTHEAST OF THE CENTER LINE OF A TRAIL ROAD LEADING NORTHEAST, 1.0
 NR0042'FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 NR0042'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0038 ***********************************************************************
 NR0038  DESIGNATION -  MR 28
 NR0038  PID         -  NR0038
 NR0038  STATE/COUNTY-  WY/NATRONA
 NR0038  USGS QUAD   -  SHEEP CREEK (1960)
 NR0038
 NR0038                         *CURRENT SURVEY CONTROL
 NR0038  ___________________________________________________________________
 NR0038* NAD 83(1986)-  42 30 44.     (N)    106 18 15.     (W)     SCALED    
 NR0038* NAVD 88     -      2081.165  (meters)    6827.96   (feet)  ADJUSTED  
 NR0038  ___________________________________________________________________
 NR0038  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 NR0038  DYNAMIC HT  -        2079.628 (meters)    6822.91  (feet)  COMP
 NR0038  MODELED GRAV-     979,807.5   (mgal)                       NAVD 88
 NR0038
 NR0038  VERT ORDER  -  SECOND    CLASS 0
 NR0038
 NR0038.The horizontal coordinates were scaled from a topographic map and have
 NR0038.an estimated accuracy of +/- 6 seconds.
 NR0038
 NR0038.The orthometric height was determined by differential leveling
 NR0038.and adjusted by the National Geodetic Survey in June 1991..
 NR0038
 NR0038.The geoid height was determined by GEOID03.
 NR0038
 NR0038.The dynamic height is computed by dividing the NAVD 88
 NR0038.geopotential number by the normal gravity value computed on the
 NR0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0038.degrees latitude (g = 980.6199 gals.).
 NR0038
 NR0038.The modeled gravity was interpolated from observed gravity values.
 NR0038
 NR0038;                    North         East    Units  Estimated Accuracy
 NR0038;SPC WYEC     -   323,980.      484,580.      MT  (+/- 180 meters Scaled)
 NR0038
 NR0038                          SUPERSEDED SURVEY CONTROL
 NR0038
 NR0038  NGVD 29 (??/??/92) 2080.138  (m)         6824.59   (f) ADJ UNCH    2 0
 NR0038
 NR0038.Superseded values are not recommended for survey control.
 NR0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0038.See file dsdata.txt to determine how the superseded data were derived.
 NR0038
 NR0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH928074(NAD 83)
 NR0038_MARKER: DD = SURVEY DISK
 NR0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0038_STAMPING: MR 28 1947
 NR0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0038+STABILITY: SURFACE MOTION
 NR0038
 NR0038  HISTORY     - Date     Condition        Report By
 NR0038  HISTORY     - 1947     MONUMENTED       USGS
 NR0038  HISTORY     - 1959     GOOD             NGS
 NR0038
 NR0038                          STATION DESCRIPTION
 NR0038
 NR0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0038'38.1 MI S FROM CASPER.
 NR0038'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0038'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0038'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0038'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0038'ROAD, THENCE ABOUT 13.3 MILES SOUTHEAST ALONG A DIRT ROAD, 26 FEET
 NR0038'SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN SECTION 4, R 79 W, T 29
 NR0038'N, ON THE OUTSIDE OF A CURVE, 1.1 FEET NORTHEAST OF A METAL WITNESS
 NR0038'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NR0038'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0123 ***********************************************************************
 NR0123  DESIGNATION -  MR 30
 NR0123  PID         -  NR0123
 NR0123  STATE/COUNTY-  WY/NATRONA
 NR0123  USGS QUAD   -  MUD SPRINGS (1984)
 NR0123
 NR0123                         *CURRENT SURVEY CONTROL
 NR0123  ___________________________________________________________________
 NR0123* NAD 83(1986)-  42 28 59.     (N)    106 16 48.     (W)     SCALED    
 NR0123* NAVD 88     -      2260.374  (meters)    7415.91   (feet)  ADJUSTED  
 NR0123  ___________________________________________________________________
 NR0123  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 NR0123  DYNAMIC HT  -        2258.625 (meters)    7410.17  (feet)  COMP
 NR0123  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 NR0123
 NR0123  VERT ORDER  -  SECOND    CLASS 0
 NR0123
 NR0123.The horizontal coordinates were scaled from a topographic map and have
 NR0123.an estimated accuracy of +/- 6 seconds.
 NR0123
 NR0123.The orthometric height was determined by differential leveling
 NR0123.and adjusted by the National Geodetic Survey in June 1991..
 NR0123
 NR0123.The geoid height was determined by GEOID03.
 NR0123
 NR0123.The dynamic height is computed by dividing the NAVD 88
 NR0123.geopotential number by the normal gravity value computed on the
 NR0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0123.degrees latitude (g = 980.6199 gals.).
 NR0123
 NR0123.The modeled gravity was interpolated from observed gravity values.
 NR0123
 NR0123;                    North         East    Units  Estimated Accuracy
 NR0123;SPC WYEC     -   320,770.      486,600.      MT  (+/- 180 meters Scaled)
 NR0123
 NR0123                          SUPERSEDED SURVEY CONTROL
 NR0123
 NR0123  NGVD 29 (??/??/92) 2259.29   (m)         7412.4    (f) COMPUTED    2 0
 NR0123
 NR0123.Superseded values are not recommended for survey control.
 NR0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0123.See file dsdata.txt to determine how the superseded data were derived.
 NR0123
 NR0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH947042(NAD 83)
 NR0123_MARKER: DD = SURVEY DISK
 NR0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0123_STAMPING: MR 30 1947
 NR0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0123+STABILITY: SURFACE MOTION
 NR0123
 NR0123  HISTORY     - Date     Condition        Report By
 NR0123  HISTORY     - 1947     MONUMENTED       USGS
 NR0123  HISTORY     - 1959     GOOD             NGS
 NR0123
 NR0123                          STATION DESCRIPTION
 NR0123
 NR0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0123'41.6 MI S FROM CASPER.
 NR0123'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0123'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0123'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0123'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0123'ROAD, THENCE ABOUT 16.8 MILES SOUTHEAST ALONG A DIRT ROAD, 28 FEET
 NR0123'EAST OF THE CENTER LINE OF THE ROAD, IN SECTION 14, R 79 W, T 29 N, 36
 NR0123'FEET SOUTH OF THE CENTER OF A WIRE GATE, 8 FEET WEST OF A FENCE, ABOUT
 NR0123'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 NR0123'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0122 ***********************************************************************
 NR0122  DESIGNATION -  MR 31
 NR0122  PID         -  NR0122
 NR0122  STATE/COUNTY-  WY/NATRONA
 NR0122  USGS QUAD   -  MUD SPRINGS (1984)
 NR0122
 NR0122                         *CURRENT SURVEY CONTROL
 NR0122  ___________________________________________________________________
 NR0122* NAD 83(1986)-  42 28 20.     (N)    106 16 10.     (W)     SCALED    
 NR0122* NAVD 88     -      2280.015  (meters)    7480.35   (feet)  ADJUSTED  
 NR0122  ___________________________________________________________________
 NR0122  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 NR0122  DYNAMIC HT  -        2278.233 (meters)    7474.50  (feet)  COMP
 NR0122  MODELED GRAV-     979,757.0   (mgal)                       NAVD 88
 NR0122
 NR0122  VERT ORDER  -  SECOND    CLASS 0
 NR0122
 NR0122.The horizontal coordinates were scaled from a topographic map and have
 NR0122.an estimated accuracy of +/- 6 seconds.
 NR0122
 NR0122.The orthometric height was determined by differential leveling
 NR0122.and adjusted by the National Geodetic Survey in June 1991..
 NR0122
 NR0122.The geoid height was determined by GEOID03.
 NR0122
 NR0122.The dynamic height is computed by dividing the NAVD 88
 NR0122.geopotential number by the normal gravity value computed on the
 NR0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0122.degrees latitude (g = 980.6199 gals.).
 NR0122
 NR0122.The modeled gravity was interpolated from observed gravity values.
 NR0122
 NR0122;                    North         East    Units  Estimated Accuracy
 NR0122;SPC WYEC     -   319,580.      487,480.      MT  (+/- 180 meters Scaled)
 NR0122
 NR0122                          SUPERSEDED SURVEY CONTROL
 NR0122
 NR0122  NGVD 29 (??/??/92) 2278.911  (m)         7476.73   (f) ADJ UNCH    2 0
 NR0122
 NR0122.Superseded values are not recommended for survey control.
 NR0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0122.See file dsdata.txt to determine how the superseded data were derived.
 NR0122
 NR0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH956029(NAD 83)
 NR0122_MARKER: DD = SURVEY DISK
 NR0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0122_STAMPING: MR 31 1947
 NR0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0122+STABILITY: SURFACE MOTION
 NR0122
 NR0122  HISTORY     - Date     Condition        Report By
 NR0122  HISTORY     - 1947     MONUMENTED       USGS
 NR0122  HISTORY     - 1959     GOOD             NGS
 NR0122
 NR0122                          STATION DESCRIPTION
 NR0122
 NR0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0122'42.6 MI S FROM CASPER.
 NR0122'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0122'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0122'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0122'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0122'ROAD, THENCE ABOUT 17.8 MILES SOUTHEAST ALONG A DIRT ROAD, 31 FEET
 NR0122'SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN SECTION 23, R 79 W, T 29
 NR0122'N, ABOUT 0.2 MILE SOUTHEAST OF BATES HOLE STOCK TRAIL LEADING WEST, 16
 NR0122'FEET NORTH OF THE CENTER LINE OF AN EAST-WEST TRAIL ROAD, ABOUT LEVEL
 NR0122'WITH THE ROADS, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0119 ***********************************************************************
 NR0119  DESIGNATION -  MR 32
 NR0119  PID         -  NR0119
 NR0119  STATE/COUNTY-  WY/NATRONA
 NR0119  USGS QUAD   -  BATES CREEK RESERVOIR (1984)
 NR0119
 NR0119                         *CURRENT SURVEY CONTROL
 NR0119  ___________________________________________________________________
 NR0119* NAD 83(1986)-  42 26 55.     (N)    106 14 17.     (W)     SCALED    
 NR0119* NAVD 88     -      2256.610  (meters)    7403.56   (feet)  ADJUSTED  
 NR0119  ___________________________________________________________________
 NR0119  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 NR0119  DYNAMIC HT  -        2254.835 (meters)    7397.74  (feet)  COMP
 NR0119  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 NR0119
 NR0119  VERT ORDER  -  SECOND    CLASS 0
 NR0119
 NR0119.The horizontal coordinates were scaled from a topographic map and have
 NR0119.an estimated accuracy of +/- 6 seconds.
 NR0119
 NR0119.The orthometric height was determined by differential leveling
 NR0119.and adjusted by the National Geodetic Survey in June 1991..
 NR0119
 NR0119.The geoid height was determined by GEOID03.
 NR0119
 NR0119.The dynamic height is computed by dividing the NAVD 88
 NR0119.geopotential number by the normal gravity value computed on the
 NR0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0119.degrees latitude (g = 980.6199 gals.).
 NR0119
 NR0119.The modeled gravity was interpolated from observed gravity values.
 NR0119
 NR0119;                    North         East    Units  Estimated Accuracy
 NR0119;SPC WYEC     -   316,990.      490,100.      MT  (+/- 180 meters Scaled)
 NR0119
 NR0119                          SUPERSEDED SURVEY CONTROL
 NR0119
 NR0119  NGVD 29 (??/??/92) 2255.498  (m)         7399.91   (f) ADJ UNCH    2 0
 NR0119
 NR0119.Superseded values are not recommended for survey control.
 NR0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0119.See file dsdata.txt to determine how the superseded data were derived.
 NR0119
 NR0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH981003(NAD 83)
 NR0119_MARKER: DD = SURVEY DISK
 NR0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0119_STAMPING: MR 32 1947
 NR0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0119+STABILITY: SURFACE MOTION
 NR0119
 NR0119  HISTORY     - Date     Condition        Report By
 NR0119  HISTORY     - 1947     MONUMENTED       USGS
 NR0119  HISTORY     - 1959     GOOD             NGS
 NR0119
 NR0119                          STATION DESCRIPTION
 NR0119
 NR0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0119'45.0 MI S FROM CASPER.
 NR0119'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0119'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0119'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0119'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0119'ROAD, THENCE ABOUT 20.2 MILES SOUTHEAST ALONG A DIRT ROAD, ON THE
 NR0119'OUTSIDE OF A CURVE IN THE ROAD, 28 FEET NORTHEAST OF THE CENTER LINE
 NR0119'OF THE ROAD, IN SECTION 31, R 78 W, T 29 N, ABOUT LEVEL WITH THE ROAD,
 NR0119'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0117 ***********************************************************************
 NR0117  DESIGNATION -  MR 33
 NR0117  PID         -  NR0117
 NR0117  STATE/COUNTY-  WY/CARBON
 NR0117  USGS QUAD   -  BATES CREEK RESERVOIR (1984)
 NR0117
 NR0117                         *CURRENT SURVEY CONTROL
 NR0117  ___________________________________________________________________
 NR0117* NAD 83(1986)-  42 25 41.     (N)    106 12 55.     (W)     SCALED    
 NR0117* NAVD 88     -      2302.943  (meters)    7555.57   (feet)  ADJUSTED  
 NR0117  ___________________________________________________________________
 NR0117  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 NR0117  DYNAMIC HT  -        2301.128 (meters)    7549.62  (feet)  COMP
 NR0117  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 NR0117
 NR0117  VERT ORDER  -  SECOND    CLASS 0
 NR0117
 NR0117.The horizontal coordinates were scaled from a topographic map and have
 NR0117.an estimated accuracy of +/- 6 seconds.
 NR0117
 NR0117.The orthometric height was determined by differential leveling
 NR0117.and adjusted by the National Geodetic Survey in June 1991..
 NR0117
 NR0117.The geoid height was determined by GEOID03.
 NR0117
 NR0117.The dynamic height is computed by dividing the NAVD 88
 NR0117.geopotential number by the normal gravity value computed on the
 NR0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0117.degrees latitude (g = 980.6199 gals.).
 NR0117
 NR0117.The modeled gravity was interpolated from observed gravity values.
 NR0117
 NR0117;                    North         East    Units  Estimated Accuracy
 NR0117;SPC WYEC     -   314,730.      492,000.      MT  (+/- 180 meters Scaled)
 NR0117
 NR0117                          SUPERSEDED SURVEY CONTROL
 NR0117
 NR0117  NGVD 29 (??/??/92) 2301.83   (m)         7551.9    (f) COMPUTED    2 0
 NR0117
 NR0117.Superseded values are not recommended for survey control.
 NR0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0117.See file dsdata.txt to determine how the superseded data were derived.
 NR0117
 NR0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG000980(NAD 83)
 NR0117_MARKER: DD = SURVEY DISK
 NR0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0117_STAMPING: MR 33 1947
 NR0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0117+STABILITY: SURFACE MOTION
 NR0117
 NR0117  HISTORY     - Date     Condition        Report By
 NR0117  HISTORY     - 1947     MONUMENTED       USGS
 NR0117  HISTORY     - 1959     GOOD             NGS
 NR0117
 NR0117                          STATION DESCRIPTION
 NR0117
 NR0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0117'46.9 MI S FROM CASPER.
 NR0117'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0117'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0117'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0117'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0117'ROAD, THENCE ABOUT 22.1 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE
 NR0117'JUNCTION OF A ROAD LEADING WEST, 26 FEET SOUTH OF THE CENTER LINE OF
 NR0117'THE ROAD, IN SECTION 5, R 78 W, T 28 N, 55 FEET NORTH OF THE CENTER
 NR0117'LINE OF THE ROAD LEADING WEST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 NR0117'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0112 ***********************************************************************
 NR0112  DESIGNATION -  MR 34
 NR0112  PID         -  NR0112
 NR0112  STATE/COUNTY-  WY/NATRONA
 NR0112  USGS QUAD   -  BATES CREEK RESERVOIR (1984)
 NR0112
 NR0112                         *CURRENT SURVEY CONTROL
 NR0112  ___________________________________________________________________
 NR0112* NAD 83(1986)-  42 26 14.     (N)    106 10 15.     (W)     SCALED    
 NR0112* NAVD 88     -      2326.780  (meters)    7633.78   (feet)  ADJUSTED  
 NR0112  ___________________________________________________________________
 NR0112  GEOID HEIGHT-         -11.77  (meters)                     GEOID03
 NR0112  DYNAMIC HT  -        2324.954 (meters)    7627.79  (feet)  COMP
 NR0112  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 NR0112
 NR0112  VERT ORDER  -  SECOND    CLASS 0
 NR0112
 NR0112.The horizontal coordinates were scaled from a topographic map and have
 NR0112.an estimated accuracy of +/- 6 seconds.
 NR0112
 NR0112.The orthometric height was determined by differential leveling
 NR0112.and adjusted by the National Geodetic Survey in June 1991..
 NR0112
 NR0112.The geoid height was determined by GEOID03.
 NR0112
 NR0112.The dynamic height is computed by dividing the NAVD 88
 NR0112.geopotential number by the normal gravity value computed on the
 NR0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0112.degrees latitude (g = 980.6199 gals.).
 NR0112
 NR0112.The modeled gravity was interpolated from observed gravity values.
 NR0112
 NR0112;                    North         East    Units  Estimated Accuracy
 NR0112;SPC WYEC     -   315,800.      495,650.      MT  (+/- 180 meters Scaled)
 NR0112
 NR0112                          SUPERSEDED SURVEY CONTROL
 NR0112
 NR0112  NGVD 29 (??/??/92) 2325.675  (m)         7630.15   (f) ADJ UNCH    2 0
 NR0112
 NR0112.Superseded values are not recommended for survey control.
 NR0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0112.See file dsdata.txt to determine how the superseded data were derived.
 NR0112
 NR0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG037989(NAD 83)
 NR0112_MARKER: DD = SURVEY DISK
 NR0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0112_STAMPING: MR 34 1947
 NR0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0112+STABILITY: SURFACE MOTION
 NR0112
 NR0112  HISTORY     - Date     Condition        Report By
 NR0112  HISTORY     - 1947     MONUMENTED       USGS
 NR0112  HISTORY     - 1959     GOOD             NGS
 NR0112
 NR0112                          STATION DESCRIPTION
 NR0112
 NR0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0112'49.5 MI S FROM CASPER.
 NR0112'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0112'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0112'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0112'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0112'ROAD, THENCE ABOUT 24.7 MILES SOUTHEAST ALONG A DIRT ROAD, 28 FEET
 NR0112'SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN SECTION 34, R 78 W, T 29
 NR0112'N, ABOUT 0.6 MILE EAST OF A CATTLE GUARD, ABOUT LEVEL WITH THE ROAD,
 NR0112'AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0109 ***********************************************************************
 NR0109  DESIGNATION -  MR 35
 NR0109  PID         -  NR0109
 NR0109  STATE/COUNTY-  WY/NATRONA
 NR0109  USGS QUAD   -  SQUAW SPRING (1992)
 NR0109
 NR0109                         *CURRENT SURVEY CONTROL
 NR0109  ___________________________________________________________________
 NR0109* NAD 83(1986)-  42 26 35.     (N)    106 07 22.     (W)     SCALED    
 NR0109* NAVD 88     -      2349.813  (meters)    7709.34   (feet)  ADJUSTED  
 NR0109  ___________________________________________________________________
 NR0109  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 NR0109  DYNAMIC HT  -        2347.972 (meters)    7703.30  (feet)  COMP
 NR0109  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 NR0109
 NR0109  VERT ORDER  -  SECOND    CLASS 0
 NR0109
 NR0109.The horizontal coordinates were scaled from a topographic map and have
 NR0109.an estimated accuracy of +/- 6 seconds.
 NR0109
 NR0109.The orthometric height was determined by differential leveling
 NR0109.and adjusted by the National Geodetic Survey in June 1991..
 NR0109
 NR0109.The geoid height was determined by GEOID03.
 NR0109
 NR0109.The dynamic height is computed by dividing the NAVD 88
 NR0109.geopotential number by the normal gravity value computed on the
 NR0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0109.degrees latitude (g = 980.6199 gals.).
 NR0109
 NR0109.The modeled gravity was interpolated from observed gravity values.
 NR0109
 NR0109;                    North         East    Units  Estimated Accuracy
 NR0109;SPC WYEC     -   316,500.      499,590.      MT  (+/- 180 meters Scaled)
 NR0109
 NR0109                          SUPERSEDED SURVEY CONTROL
 NR0109
 NR0109  NGVD 29 (??/??/92) 2348.712  (m)         7705.73   (f) ADJ UNCH    2 0
 NR0109
 NR0109.Superseded values are not recommended for survey control.
 NR0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0109.See file dsdata.txt to determine how the superseded data were derived.
 NR0109
 NR0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG076995(NAD 83)
 NR0109_MARKER: DD = SURVEY DISK
 NR0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0109_STAMPING: MR 35 1947
 NR0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0109+STABILITY: SURFACE MOTION
 NR0109
 NR0109  HISTORY     - Date     Condition        Report By
 NR0109  HISTORY     - 1947     MONUMENTED       USGS
 NR0109  HISTORY     - 1959     GOOD             NGS
 NR0109
 NR0109                          STATION DESCRIPTION
 NR0109
 NR0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0109'52.15 MI S FROM CASPER.
 NR0109'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0109'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0109'ROAD WHICH IS MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST ALONG
 NR0109'TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED ROAD,
 NR0109'THENCE ABOUT 27.35 MILES SOUTHEAST ALONG A DIRT ROAD, OR ABOUT 0.2
 NR0109'MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 NR0109'STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG A PAVED
 NR0109'ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE ABOUT
 NR0109'25.0 MILES NORTHEAST ALONG A DIRT ROAD, 34 FEET NORTH OF THE CENTER
 NR0109'LINE OF THE ROAD, IN SECTION 31, R 77 W, T 29 N, ABOUT LEVEL WITH THE
 NR0109'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0225 ***********************************************************************
 NR0225  DESIGNATION -  MR 78
 NR0225  PID         -  NR0225
 NR0225  STATE/COUNTY-  WY/NATRONA
 NR0225  USGS QUAD   -  BISHOP (1978)
 NR0225
 NR0225                         *CURRENT SURVEY CONTROL
 NR0225  ___________________________________________________________________
 NR0225* NAD 83(1986)-  42 53 24.     (N)    106 27 47.     (W)     SCALED    
 NR0225* NAVD 88     -      1618.211  (meters)    5309.08   (feet)  ADJUSTED  
 NR0225  ___________________________________________________________________
 NR0225  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0225  DYNAMIC HT  -        1617.209 (meters)    5305.79  (feet)  COMP
 NR0225  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 NR0225
 NR0225  VERT ORDER  -  FIRST     CLASS II
 NR0225
 NR0225.The horizontal coordinates were scaled from a topographic map and have
 NR0225.an estimated accuracy of +/- 6 seconds.
 NR0225
 NR0225.The orthometric height was determined by differential leveling
 NR0225.and adjusted by the National Geodetic Survey in June 1991..
 NR0225
 NR0225.The geoid height was determined by GEOID03.
 NR0225
 NR0225.The dynamic height is computed by dividing the NAVD 88
 NR0225.geopotential number by the normal gravity value computed on the
 NR0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0225.degrees latitude (g = 980.6199 gals.).
 NR0225
 NR0225.The modeled gravity was interpolated from observed gravity values.
 NR0225
 NR0225;                    North         East    Units  Estimated Accuracy
 NR0225;SPC WYEC     -   365,800.      471,090.      MT  (+/- 180 meters Scaled)
 NR0225
 NR0225                          SUPERSEDED SURVEY CONTROL
 NR0225
 NR0225  NGVD 29 (06/08/92) 1617.338  (m)         5306.22   (f) ADJUSTED    1 2
 NR0225
 NR0225.Superseded values are not recommended for survey control.
 NR0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0225.See file dsdata.txt to determine how the superseded data were derived.
 NR0225
 NR0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH805496(NAD 83)
 NR0225_MARKER: DB = BENCH MARK DISK
 NR0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0225_SP_SET: CONCRETE POST
 NR0225_STAMPING: MR 78 5306 1947
 NR0225_MARK LOGO: USGS  
 NR0225_PROJECTION: PROJECTING 15 CENTIMETERS
 NR0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0225+STABILITY: SURFACE MOTION
 NR0225
 NR0225  HISTORY     - Date     Condition        Report By
 NR0225  HISTORY     - 1947     MONUMENTED       USGS
 NR0225  HISTORY     - 1982     GOOD             NGS
 NR0225
 NR0225                          STATION DESCRIPTION
 NR0225
 NR0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0225'10.6 KM (6.6 MI) NW FROM CASPER.
 NR0225'10.6 KM (6.6 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0225'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 102.4 METERS (336.0 FT)
 NR0225'EAST OF THE CENTER OF THE NORTH BOUND LANES OF MICHIE DRIVE, 43.9 KM
 NR0225'(144.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 NR0225'HIGHWAY, 12.1 METERS (39.7 FT) NORTH OF A FENCE AND 11.7 METERS (38.4
 NR0225'FT) NORTHEAST OF THE NORTHEAST CORNER OF A PIPE FENCE.
 NR0225'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 NR0225'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0221 ***********************************************************************
 NR0221  DESIGNATION -  MR 80
 NR0221  PID         -  NR0221
 NR0221  STATE/COUNTY-  WY/NATRONA
 NR0221  USGS QUAD   -  EMIGRANT GAP NE (1984)
 NR0221
 NR0221                         *CURRENT SURVEY CONTROL
 NR0221  ___________________________________________________________________
 NR0221* NAD 83(1986)-  42 55 08.     (N)    106 32 39.     (W)     SCALED    
 NR0221* NAVD 88     -      1647.853  (meters)    5406.33   (feet)  ADJUSTED  
 NR0221  ___________________________________________________________________
 NR0221  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0221  DYNAMIC HT  -        1646.827 (meters)    5402.96  (feet)  COMP
 NR0221  MODELED GRAV-     979,938.9   (mgal)                       NAVD 88
 NR0221
 NR0221  VERT ORDER  -  FIRST     CLASS II
 NR0221
 NR0221.The horizontal coordinates were scaled from a topographic map and have
 NR0221.an estimated accuracy of +/- 6 seconds.
 NR0221
 NR0221.The orthometric height was determined by differential leveling
 NR0221.and adjusted by the National Geodetic Survey in June 1991..
 NR0221
 NR0221.The geoid height was determined by GEOID03.
 NR0221
 NR0221.The dynamic height is computed by dividing the NAVD 88
 NR0221.geopotential number by the normal gravity value computed on the
 NR0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0221.degrees latitude (g = 980.6199 gals.).
 NR0221
 NR0221.The modeled gravity was interpolated from observed gravity values.
 NR0221
 NR0221;                    North         East    Units  Estimated Accuracy
 NR0221;SPC WYEC     -   368,950.      464,430.      MT  (+/- 180 meters Scaled)
 NR0221
 NR0221                          SUPERSEDED SURVEY CONTROL
 NR0221
 NR0221  NGVD 29 (06/08/92) 1646.970  (m)         5403.43   (f) ADJUSTED    1 2
 NR0221
 NR0221.Superseded values are not recommended for survey control.
 NR0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0221.See file dsdata.txt to determine how the superseded data were derived.
 NR0221
 NR0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH739529(NAD 83)
 NR0221_MARKER: DB = BENCH MARK DISK
 NR0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0221_SP_SET: CONCRETE POST
 NR0221_STAMPING: MR 80 1947 5403
 NR0221_MARK LOGO: USGS  
 NR0221_PROJECTION: PROJECTING 15 CENTIMETERS
 NR0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0221+STABILITY: SURFACE MOTION
 NR0221
 NR0221  HISTORY     - Date     Condition        Report By
 NR0221  HISTORY     - 1947     MONUMENTED       USGS
 NR0221  HISTORY     - 1982     GOOD             NGS
 NR0221
 NR0221                          STATION DESCRIPTION
 NR0221
 NR0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0221'18.1 KM (11.25 MI) NW FROM CASPER.
 NR0221'18.1 KM (11.25 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0221'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 22.4 KM (73.5 FT)
 NR0221'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 8.4 METERS (27.6 FT)
 NR0221'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE.
 NR0221'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST AND FENCE
 NR0221'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0215 ***********************************************************************
 NR0215  DESIGNATION -  MR 83
 NR0215  PID         -  NR0215
 NR0215  STATE/COUNTY-  WY/NATRONA
 NR0215  USGS QUAD   -  EMIGRANT GAP NW (1951)
 NR0215
 NR0215                         *CURRENT SURVEY CONTROL
 NR0215  ___________________________________________________________________
 NR0215* NAD 83(1986)-  42 57 42.     (N)    106 39 42.     (W)     SCALED    
 NR0215* NAVD 88     -      1668.340  (meters)    5473.55   (feet)  ADJUSTED  
 NR0215  ___________________________________________________________________
 NR0215  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NR0215  DYNAMIC HT  -        1667.291 (meters)    5470.10  (feet)  COMP
 NR0215  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 NR0215
 NR0215  VERT ORDER  -  FIRST     CLASS II
 NR0215
 NR0215.The horizontal coordinates were scaled from a topographic map and have
 NR0215.an estimated accuracy of +/- 6 seconds.
 NR0215
 NR0215.The orthometric height was determined by differential leveling
 NR0215.and adjusted by the National Geodetic Survey in June 1991..
 NR0215
 NR0215.The geoid height was determined by GEOID03.
 NR0215
 NR0215.The dynamic height is computed by dividing the NAVD 88
 NR0215.geopotential number by the normal gravity value computed on the
 NR0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0215.degrees latitude (g = 980.6199 gals.).
 NR0215
 NR0215.The modeled gravity was interpolated from observed gravity values.
 NR0215
 NR0215;                    North         East    Units  Estimated Accuracy
 NR0215;SPC WYEC     -   373,610.      454,800.      MT  (+/- 180 meters Scaled)
 NR0215
 NR0215                          SUPERSEDED SURVEY CONTROL
 NR0215
 NR0215  NGVD 29 (06/08/92) 1667.440  (m)         5470.59   (f) ADJUSTED    1 2
 NR0215
 NR0215.Superseded values are not recommended for survey control.
 NR0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0215.See file dsdata.txt to determine how the superseded data were derived.
 NR0215
 NR0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH644578(NAD 83)
 NR0215_MARKER: DB = BENCH MARK DISK
 NR0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0215_SP_SET: CONCRETE POST
 NR0215_STAMPING: MR 83 5470 1947
 NR0215_MARK LOGO: USGS  
 NR0215_PROJECTION: PROJECTING 15 CENTIMETERS
 NR0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0215+STABILITY: SURFACE MOTION
 NR0215
 NR0215  HISTORY     - Date     Condition        Report By
 NR0215  HISTORY     - 1947     MONUMENTED       USGS
 NR0215  HISTORY     - 1982     GOOD             NGS
 NR0215
 NR0215                          STATION DESCRIPTION
 NR0215
 NR0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0215'28.7 KM (17.85 MI) NW FROM CASPER.
 NR0215'28.7 KM (17.85 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0215'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 21.7 METERS (71.2 FT)
 NR0215'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.8 METERS (61.7 FT) EAST
 NR0215'OF THE CENTER OF A DIRT ROAD LEADING NORTH TO THE STONE RANCH AND 1.1
 NR0215'METERS (3.6 FT) SOUTHWEST OF A FENCE.
 NR0215'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 NR0215'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0495 ***********************************************************************
 PX0495  DESIGNATION -  MRMM 1
 PX0495  PID         -  PX0495
 PX0495  STATE/COUNTY-  WY/PARK
 PX0495  USGS QUAD   -  BADLAND HILLS (1987)
 PX0495
 PX0495                         *CURRENT SURVEY CONTROL
 PX0495  ___________________________________________________________________
 PX0495* NAD 83(1993)-  44 45 32.87269(N)    109 01 30.66285(W)     ADJUSTED  
 PX0495* NAVD 88     -      1555.2    (meters)    5102.     (feet)  VERTCON   
 PX0495  ___________________________________________________________________
 PX0495  LAPLACE CORR-         -13.16  (seconds)                    DEFLEC99
 PX0495  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 PX0495
 PX0495  HORZ ORDER  -  THIRD
 PX0495
 PX0495.The horizontal coordinates were established by classical geodetic methods
 PX0495.and adjusted by the National Geodetic Survey in January 1997..
 PX0495
 PX0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0495
 PX0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0495
 PX0495.The geoid height was determined by GEOID03.
 PX0495
 PX0495;                    North         East     Units Scale Factor Converg.
 PX0495;SPC WYWC     -   473,135.296   578,213.248   MT  0.99994333   -0 11 37.6
 PX0495;UTM  12      - 4,958,090.486   656,296.749   MT  0.99990040   +1 23 26.9
 PX0495
 PX0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0495!SPC WYWC     -   0.99975818  x   0.99994333  =   0.99970152
 PX0495!UTM  12      -   0.99975818  x   0.99990040  =   0.99965860
 PX0495
 PX0495:                Primary Azimuth Mark                     Grid Az
 PX0495:SPC WYWC     -  RIM                                      261 42 56.1
 PX0495:UTM  12      -  RIM                                      260 07 51.6
 PX0495
 PX0495|---------------------------------------------------------------------|
 PX0495| PID    Reference Object                     Distance      Geod. Az  |
 PX0495|                                                           dddmmss.s |
 PX0495| PX0497 RIM                                 APPROX. 4.7 KM 2613118.5 |
 PX0495|---------------------------------------------------------------------|
 PX0495
 PX0495                          SUPERSEDED SURVEY CONTROL
 PX0495
 PX0495  NAD 83(1986)-  44 45 32.86183(N)    109 01 30.65607(W) AD(       ) 3
 PX0495  NGVD 29 (09/11/89) 1554.1    (m)         5099.     (f) VERT ANG       
 PX0495
 PX0495.Superseded values are not recommended for survey control.
 PX0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0495.See file dsdata.txt to determine how the superseded data were derived.
 PX0495
 PX0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5629758090(NAD 83)
 PX0495_MARKER: DS = TRIANGULATION STATION DISK
 PX0495_SETTING: 0 = UNSPECIFIED SETTING
 PX0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0495
 PX0495  HISTORY     - Date     Condition        Report By
 PX0495  HISTORY     - 1947     MONUMENTED       USGS
 PX0495
 PX0495                          STATION DESCRIPTION
 PX0495
 PX0495'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0495'LOCATED ABOUT 9.7 MI. W. AND 2.0 MI. N. OF RALSTON, WYOMING  SEC. 9
 PX0495'T.55 N., R. 101 W., ABOUT 0.5 MI. W. OF ALKALI CREEK, WHERE CREEK
 PX0495'TURNS ALMOST DUE E. ABOUT 0.6 MI. SW. OF A GATE ON THE SECTION LINE
 PX0495'BETWEEN SECS. 9 AND 10, ABOUT 1000 FT. S. OF A TRAIL RD.
 PX0495'
 PX0495'TO REACH STATION FROM POST OFFICE AT CODY, WYOMING FOLLOW STATE
 PX0495'HIGHWAY 14 N.TOWARD POWELL, WYOMING FOR ABOUT 20.7 MI. TO THE JUNCTION
 PX0495'OF THE BADGER BASIN RD.  TURN W. ON THE BADGER BASIN RD. FOR 4.0 MI.
 PX0495'THEN N. FOR 1.9 MI. TO THE JUNCTION OF A RD. W. TURN W. AND FOLLOW
 PX0495'MAIN RD.FOR 4.4 MI. TO A RD. FORK, TAKE RIGHT FORK AND FOLLOW FOR
 PX0495'0.4 MI. TO A RD.FORK ABOUT 200 FT. W. OF A GATE, TAKE LEFT FORK AND
 PX0495'FOLLOW FOR ABOUT 0.3 MI., MAKE A RIGHT ANGLE TURN ACROSS COUNTRY
 PX0495'LEAVING RD. AND DRIVE ABOUT 1000 FT. S. TO A LOW RIDGE ACROSS THE
 PX0495'FIRST DRAIN, STATION IS ON THE POINT OF THE LOW RIDGE.
 PX0495'
 PX0495'STATION MARK - A STANDARD TABLET STAMPED---MRMM-1--- CEMENTED IN AN
 PX0495'EMBEDDED BOULDER FLUSH WITH THE GROUND.  NOTE-THIS STATION IS 293.0
 PX0495'FT. SW. OF P.P.---B---.
 PX0495'
 PX0495'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED---RM-1-
 PX0495'1947--- 81.8 FT. DISTANT IS N 66 DEGREES 28 MINUTES, SE.
 PX0495'
 PX0495'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED---RM-2-
 PX0495'1947--- 84.9 FT.  DISTANT FROM STATION N 17 DEGREES 25 MINUTES, SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0578 ***********************************************************************
 NQ0578  DESIGNATION -  MSSS 1
 NQ0578  PID         -  NQ0578
 NQ0578  STATE/COUNTY-  WY/CONVERSE
 NQ0578  USGS QUAD   -  ANTELOPE CREEK (1973)
 NQ0578
 NQ0578                         *CURRENT SURVEY CONTROL
 NQ0578  ___________________________________________________________________
 NQ0578* NAD 83(1993)-  42 52 28.55369(N)    105 16 16.78437(W)     ADJUSTED  
 NQ0578* NAVD 88     -      1649.     (meters)    5410.     (feet)  VERTCON   
 NQ0578  ___________________________________________________________________
 NQ0578  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 NQ0578  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 NQ0578
 NQ0578  HORZ ORDER  -  THIRD
 NQ0578
 NQ0578.The horizontal coordinates were established by classical geodetic methods
 NQ0578.and adjusted by the National Geodetic Survey in January 1997..
 NQ0578
 NQ0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0578
 NQ0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0578
 NQ0578.The geoid height was determined by GEOID03.
 NQ0578
 NQ0578;                    North         East     Units Scale Factor Converg.
 NQ0578;SPC WY E     -   263,728.892   191,448.932   MT  0.99993840   -0 04 16.4
 NQ0578;UTM  13      - 4,746,924.999   477,839.493   MT  0.99960604   -0 11 04.6
 NQ0578
 NQ0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0578!SPC WY E     -   0.99974378  x   0.99993840  =   0.99968219
 NQ0578!UTM  13      -   0.99974378  x   0.99960604  =   0.99934992
 NQ0578
 NQ0578:                Primary Azimuth Mark                     Grid Az
 NQ0578:SPC WY E     -  SYBRANT                                  135 44 07.5
 NQ0578:UTM  13      -  SYBRANT                                  135 50 55.7
 NQ0578
 NQ0578|---------------------------------------------------------------------|
 NQ0578| PID    Reference Object                     Distance      Geod. Az  |
 NQ0578|                                                           dddmmss.s |
 NQ0578| NQ0535 SYBRANT                             APPROX. 3.3 KM 1353951.1 |
 NQ0578|---------------------------------------------------------------------|
 NQ0578
 NQ0578                          SUPERSEDED SURVEY CONTROL
 NQ0578
 NQ0578  NAD 83(1986)-  42 52 28.53319(N)    105 16 16.77156(W) AD(       ) 3
 NQ0578  NAD 27      -  42 52 28.64721(N)    105 16 14.84131(W) AD(       ) 3
 NQ0578  NGVD 29 (07/19/86) 1648.     (m)         5407.     (f) VERT ANG       
 NQ0578
 NQ0578.Superseded values are not recommended for survey control.
 NQ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0578.See file dsdata.txt to determine how the superseded data were derived.
 NQ0578
 NQ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7783946925(NAD 83)
 NQ0578_MARKER: DD = SURVEY DISK
 NQ0578_SETTING: 0 = UNSPECIFIED SETTING
 NQ0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0578
 NQ0578  HISTORY     - Date     Condition        Report By
 NQ0578  HISTORY     - 1948     MONUMENTED       USGS
 NQ0578
 NQ0578                          STATION DESCRIPTION
 NQ0578
 NQ0578'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0578'LOCATED ON NW. END OF LONG NW-SE. RIDGE IN SEC. 33, R 70 W, T 34 N.
 NQ0578'
 NQ0578'TO REACH FROM IN FRONT OF CONVERSE COUNTY COURTHOUSE IN DOUGLAS, GO
 NQ0578'N. TO END OF BLOCK, TURN LEFT (W.) FOR ONE BLOCK TO CORNER OF U.S.
 NQ0578'HIGHWAY 87 AND WYOMING HIGHWAY 59, TURN RIGHT (N.) ONTO WYOMING
 NQ0578'HIGHWAY 59 FOR 11.1 MI., TURN RIGHT (N.) AND S. FOR 0.2 MI. TO TOP
 NQ0578'OF LONG RIDGE AND STATION.  STATION ON END (NW.) OF RIDGE NEAREST
 NQ0578'HIGHWAY 59 (WYOMING).
 NQ0578'
 NQ0578'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 NQ0578'---MSSS-1 1948---.
 NQ0578'
 NQ0578'REFERENCE MARK NO. 1--ONE IN. PIPE, DISTANCE OF 30.8 FT.,
 NQ0578'N 25 DEG 05 MIN W, FROM STATION.
 NQ0578'
 NQ0578'REFERENCE MARK NO. 2--HIGHWAY RIGHT-OF-WAY MARKER NO. PAP NO. 209-A
 NQ0578'DISTANCE OF 639.45 FT., S 76 DEG 51 E,
 NQ0578'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0263 ***********************************************************************
 NS0263  DESIGNATION -  MT ARTER
 NS0263  PID         -  NS0263
 NS0263  STATE/COUNTY-  WY/FREMONT
 NS0263  USGS QUAD   -  MOUNT ARTER (1991)
 NS0263
 NS0263                         *CURRENT SURVEY CONTROL
 NS0263  ___________________________________________________________________
 NS0263* NAD 83(1993)-  42 46 01.37572(N)    108 59 09.20512(W)     ADJUSTED  
 NS0263* NAVD 88     -      3378.4    (meters)   11084.     (feet)  VERTCON   
 NS0263  ___________________________________________________________________
 NS0263  LAPLACE CORR-         -15.14  (seconds)                    DEFLEC99
 NS0263  GEOID HEIGHT-          -9.69  (meters)                     GEOID03
 NS0263
 NS0263  HORZ ORDER  -  SECOND
 NS0263
 NS0263.The horizontal coordinates were established by classical geodetic methods
 NS0263.and adjusted by the National Geodetic Survey in January 1997..
 NS0263
 NS0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0263
 NS0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0263
 NS0263.The geoid height was determined by GEOID03.
 NS0263
 NS0263;                    North         East     Units Scale Factor Converg.
 NS0263;SPC WYWC     -   251,803.725   580,693.974   MT  0.99994208   -0 09 36.6
 NS0263;SPC WY W     -   352,360.864   889,818.705   MT  1.00003672   +0 44 42.8
 NS0263;UTM  12      - 4,736,913.618   664,788.281   MT  0.99993409   +1 22 04.5
 NS0263
 NS0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0263!SPC WYWC     -   0.99947198  x   0.99994208  =   0.99941409
 NS0263!SPC WY W     -   0.99947198  x   1.00003672  =   0.99950868
 NS0263!UTM  12      -   0.99947198  x   0.99993409  =   0.99940610
 NS0263
 NS0263:                Primary Azimuth Mark                     Grid Az
 NS0263:SPC WYWC     -  MT ARTER AZ MK                           149 15 51.6
 NS0263:SPC WY W     -  MT ARTER AZ MK                           148 21 32.2
 NS0263:UTM  12      -  MT ARTER AZ MK                           147 44 10.5
 NS0263
 NS0263|---------------------------------------------------------------------|
 NS0263| PID    Reference Object                     Distance      Geod. Az  |
 NS0263|                                                           dddmmss.s |
 NS0263| NS0262 MT ARTER AZ MK                      APPROX. 1.1 KM 1490615.0 |
 NS0263| CP6274 MT ARTER RM 1                                      17658     |
 NS0263| CP6275 MT ARTER RM 2                                      29134     |
 NS0263|---------------------------------------------------------------------|
 NS0263
 NS0263                          SUPERSEDED SURVEY CONTROL
 NS0263
 NS0263  NAD 83(1986)-  42 46 01.35870(N)    108 59 09.20733(W) AD(       ) 2
 NS0263  NAD 27      -  42 46 01.51300(N)    108 59 06.74900(W) AD(       ) 2
 NS0263  NGVD 29 (07/19/86) 3377.0    (m)        11079.     (f) VERT ANG       
 NS0263
 NS0263.Superseded values are not recommended for survey control.
 NS0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0263.See file dsdata.txt to determine how the superseded data were derived.
 NS0263
 NS0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6478836914(NAD 83)
 NS0263_MARKER: DS = TRIANGULATION STATION DISK
 NS0263_SETTING: 66 = SET IN ROCK OUTCROP
 NS0263
 NS0263  HISTORY     - Date     Condition        Report By
 NS0263  HISTORY     - UNK      MONUMENTED       USFS
 NS0263  HISTORY     - 1931     GOOD             USGS
 NS0263  HISTORY     - 1936     GOOD             CGS
 NS0263
 NS0263                          STATION DESCRIPTION
 NS0263
 NS0263'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 NS0263'FOUND AS DESCRIBED.
 NS0263
 NS0263                          STATION RECOVERY (1936)
 NS0263
 NS0263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (CIA)
 NS0263'ON HIGHEST POINT OF MT. ARTER, IN WASHAKIE NATIONAL FOREST,
 NS0263'ON SITE OF OLD FIRE LOOKOUT.  IT IS ABOUT 14 MILES AIR LINE
 NS0263'SOUTHWEST OF LANDER, ABOUT 2 MILES SOUTHEAST OF NORTH END OF
 NS0263'SHOSHONE LAKE, AND 1 MILE SOUTH OF CONEY BASIN, ON HIGHEST
 NS0263'POINT OF BARE ROCKY RIDGE, ON MIDDLE ONE OF 3 ROCKY MOUNDS.
 NS0263'TO REACH FROM FORT WASHAKIE, FOLLOW STATE HIGHWAY 287 SOUTH
 NS0263'1.15 MILES TO ETHETE-WIND RIVER ROAD, AND TURN RIGHT (WEST).
 NS0263'AT 1.8 MILES, JOG RIGHT ABOUT 100 FEET AT WIND RIVER VILLAGE.
 NS0263'CONTINUE WESTERLY AND SOUTHWESTERLY ON GRAVEL ROAD, AT 4.5
 NS0263'MILES, TAKE LEFT FORK (GRAVEL ROAD) AT 6.3 MILES, END OF GRAVEL
 NS0263'AND ROAD FORKS, TAKE RIGHT FORK.  AT 7.3 MILES, CATTLE
 NS0263'GUARD IN FENCE LINE.  AT 11.2 MILES, TAKE RIGHT-HAND OR
 NS0263'SHORT-CUT ROAD LEADING UP HILL TO RIGHT.  AT 11.6 MILES,
 NS0263'RE-ENTER MAIN ROAD.  AT 19.1 MILES, BALD MOUNTAIN LIES TO
 NS0263'LEFT OF ROAD.  AT 19.7 MILES, TAKE LEFT FORK, LEAVE GRADED
 NS0263'ROAD.  AT 20.5 MILES, DICKINSON PARK AND END OF TRUCK
 NS0263'TRAVEL AT GUSTINS PLACE, WHERE HORSES MAY BE SECURED.  TRUCK
 NS0263'CAN BE DRIVEN ABOUT 2 MILES FARTHER TO SOUTH AND EAST.
 NS0263'FROM MILEAGE 19.7 GRADED ROAD CONTINUES ON 0.6 MILE TO
 NS0263'MOSQUITO PARK RANGER STATION.  FROM DICKINSON PARK HORSE
 NS0263'TRAIL (SHOSHONE TRAIL) LEADS SOUTH ACROSS NORTH FORK OF POPO
 NS0263'AGIE RIVER TO SHOSHONE LAKE (3-HOUR PACK).  AT NORTH END OF
 NS0263'SHOSHONE LAKE TAKE CONEY BASIN TRAIL WHICH LEADS
 NS0263'SOUTHERLY OVER DIVIDE, AT TOP OF WHICH STATION IS VISIBLE TO
 NS0263'SOUTH.  CONTINUE DOWN INTO CONEY BASIN, THENCE SOUTH PART
 NS0263'WAY UP BASIN, THENCE EAST UP NORTH SIDE OF RIDGE TO SMALL SUMMIT.
 NS0263'HERE LEAVE MAIN TRAIL AND GO SOUTH UP SMALL DEPRESSION TO
 NS0263'POINT EAST OF MT. ARTER, THENCE WEST TO BASE OF ROCKY RIDGE
 NS0263'AT TOP OF MOUNTAIN (2-HOUR PACK FROM SHOSHONE LAKE).  FROM
 NS0263'THIS POINT IS ABOUT 20-MINUTE BACK PACK TO STATION.  STATION
 NS0263'MAY ALSO BE REACHED BY GOING SOUTH FROM CONEY BASIN, AND HORSES
 NS0263'MAY ALSO BE RIDDEN UP FROM NEAR SOUTH END OF SHOSHONE LAKE.
 NS0263'THIS LAST ROUTE NOT RECOMMENDED FOR PACK ANIMALS AS TRAIL
 NS0263'IS NOT CUT OUT.  STATION MARK IS STANDARD DISK IN OUTCROPPING
 NS0263'BEDROCK.  REFERENCE MARKS ARE 1/2-INCH COPPER OR
 NS0263'BRASS BOLTS, SET IN BEDROCK, AND PROTRUDING ABOUT 1-1/2
 NS0263'INCHES.  NO. 1 IS 2.827 METERS (9.27 FEET) SOUTH OF
 NS0263'STATION S 03 DEG 02 MIN E.  NO. 2 IS 2.195 METERS
 NS0263'(7.20 FEET) WEST N 68 DEG 26 MIN W.  MT. ARTER
 NS0263'AZIMUTH MARK IS PROBABLY STANDARD DISK IN BOULDER, ON TOP
 NS0263'OF AND NEAR NORTHEAST SIDE OF PROMINENT GROUP OF BOULDERS,
 NS0263'ON SOUTHEAST END OF RIDGE RUNNING SOUTHERLY AND
 NS0263'SOUTHEASTERLY FROM STATION, AND APPROXIMATELY 0.8
 NS0263'MILE SOUTHEAST OF STATION S 30 DEG 54 MIN E.
 NS0263'HORSES MAY BE RIDDEN TO AZIMUTH MARK, BUT FROM STATION IT IS
 NS0263'EASIER TO BACK PACK TO IT, ABOUT 25-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0262 ***********************************************************************
 NS0262  DESIGNATION -  MT ARTER AZ MK
 NS0262  PID         -  NS0262
 NS0262  STATE/COUNTY-  WY/FREMONT
 NS0262  USGS QUAD   -  MOUNT ARTER (1991)
 NS0262
 NS0262                         *CURRENT SURVEY CONTROL
 NS0262  ___________________________________________________________________
 NS0262* NAD 83(1993)-  42 45 30.06301(N)    108 58 43.77840(W)     ADJUSTED  
 NS0262* NAVD 88     -      3288.     (meters)   10787.     (feet)  SCALED    
 NS0262  ___________________________________________________________________
 NS0262  LAPLACE CORR-         -15.63  (seconds)                    DEFLEC99
 NS0262  GEOID HEIGHT-          -9.72  (meters)                     GEOID03
 NS0262
 NS0262  HORZ ORDER  -  THIRD
 NS0262
 NS0262.The horizontal coordinates were established by classical geodetic methods
 NS0262.and adjusted by the National Geodetic Survey in January 1997..
 NS0262
 NS0262.The orthometric height was scaled from a topographic map.
 NS0262
 NS0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0262
 NS0262.The geoid height was determined by GEOID03.
 NS0262
 NS0262;                    North         East     Units Scale Factor Converg.
 NS0262;SPC WYWC     -   250,835.951   581,269.411   MT  0.99994181   -0 09 19.3
 NS0262;SPC WY W     -   351,402.212   890,409.418   MT  1.00003803   +0 44 59.7
 NS0262;UTM  12      - 4,735,961.539   665,389.316   MT  0.99993653   +1 22 21.0
 NS0262
 NS0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0262!SPC WYWC     -   0.99948608  x   0.99994181  =   0.99942792
 NS0262!SPC WY W     -   0.99948608  x   1.00003803  =   0.99952409
 NS0262!UTM  12      -   0.99948608  x   0.99993653  =   0.99942264
 NS0262
 NS0262:                Primary Azimuth Mark                     Grid Az
 NS0262:SPC WYWC     -  MT ARTER                                 329 15 51.6
 NS0262:SPC WY W     -  MT ARTER                                 328 21 32.6
 NS0262:UTM  12      -  MT ARTER                                 327 44 11.3
 NS0262
 NS0262|---------------------------------------------------------------------|
 NS0262| PID    Reference Object                     Distance      Geod. Az  |
 NS0262|                                                           dddmmss.s |
 NS0262| NS0263 MT ARTER                            APPROX. 1.1 KM 3290632.3 |
 NS0262|---------------------------------------------------------------------|
 NS0262
 NS0262                          SUPERSEDED SURVEY CONTROL
 NS0262
 NS0262  NAD 83(1986)-  42 45 30.04531(N)    108 58 43.78002(W) AD(       ) 3
 NS0262  NAD 27      -  42 45 30.19700(N)    108 58 41.32100(W) AD(       ) 3
 NS0262
 NS0262.Superseded values are not recommended for survey control.
 NS0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0262.See file dsdata.txt to determine how the superseded data were derived.
 NS0262
 NS0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6538935962(NAD 83)
 NS0262_MARKER: DS = TRIANGULATION STATION DISK
 NS0262_SETTING: 0 = UNSPECIFIED SETTING
 NS0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0262
 NS0262  HISTORY     - Date     Condition        Report By
 NS0262  HISTORY     - 1936     MONUMENTED       CGS
 NS0262
 NS0262                          STATION DESCRIPTION
 NS0262
 NS0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0262'ABOUT 0.8 MILE SOUTH SOUTHEAST FROM STATION MT. ARTER (SEE
 NS0262'DESCRIPTION THEREOF) S 30 DEG 54 MIN E, AND
 NS0262'ON SOUTHEAST END OF RIDGE RUNNING SOUTHERLY AND SOUTHEASTERLY
 NS0262'FROM THAT STATION, ON TOP OF AND NEAR NORTHEAST SIDE OF
 NS0262'PROMINENT GROUP OF BOULDERS.  MARKED BY STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0269 ***********************************************************************
 NS0269  DESIGNATION -  MT BLACK
 NS0269  PID         -  NS0269
 NS0269  STATE/COUNTY-  WY/FREMONT
 NS0269  USGS QUAD   -  DICKINSON PARK (1991)
 NS0269
 NS0269                         *CURRENT SURVEY CONTROL
 NS0269  ___________________________________________________________________
 NS0269* NAD 83(1993)-  42 50 18.05706(N)    109 02 24.38794(W)     ADJUSTED  
 NS0269* NAVD 88     -      3184.8    (meters)   10449.     (feet)  VERTCON   
 NS0269  ___________________________________________________________________
 NS0269  LAPLACE CORR-         -19.62  (seconds)                    DEFLEC99
 NS0269  GEOID HEIGHT-          -9.43  (meters)                     GEOID03
 NS0269
 NS0269  HORZ ORDER  -  SECOND
 NS0269
 NS0269.The horizontal coordinates were established by classical geodetic methods
 NS0269.and adjusted by the National Geodetic Survey in January 1997..
 NS0269
 NS0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0269
 NS0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0269
 NS0269.The geoid height was determined by GEOID03.
 NS0269
 NS0269;                    North         East     Units Scale Factor Converg.
 NS0269;SPC WYWC     -   259,737.748   576,283.889   MT  0.99994442   -0 11 50.1
 NS0269;UTM  12      - 4,744,726.989   660,168.132   MT  0.99991561   +1 19 58.4
 NS0269
 NS0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0269!SPC WYWC     -   0.99950226  x   0.99994442  =   0.99944671
 NS0269!UTM  12      -   0.99950226  x   0.99991561  =   0.99941791
 NS0269
 NS0269:                Primary Azimuth Mark                     Grid Az
 NS0269:SPC WYWC     -  MT ARTER                                 150 55 58.3
 NS0269:UTM  12      -  MT ARTER                                 149 24 09.8
 NS0269
 NS0269|---------------------------------------------------------------------|
 NS0269| PID    Reference Object                     Distance      Geod. Az  |
 NS0269|                                                           dddmmss.s |
 NS0269| NS0263 MT ARTER                            APPROX. 9.1 KM 1504408.2 |
 NS0269|---------------------------------------------------------------------|
 NS0269
 NS0269                          SUPERSEDED SURVEY CONTROL
 NS0269
 NS0269  NAD 83(1986)-  42 50 18.04053(N)    109 02 24.39192(W) AD(       ) 2
 NS0269  NAD 27      -  42 50 18.20034(N)    109 02 21.92511(W) AD(       ) 2
 NS0269  NGVD 29 (07/19/86) 3183.5    (m)        10445.     (f) VERT ANG       
 NS0269
 NS0269.Superseded values are not recommended for survey control.
 NS0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0269.See file dsdata.txt to determine how the superseded data were derived.
 NS0269
 NS0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6016844727(NAD 83)
 NS0269_MARKER: DD = SURVEY DISK
 NS0269_SETTING: 66 = SET IN ROCK OUTCROP
 NS0269_SP_SET: SET IN BEDROCK
 NS0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0269+STABILITY: POSITION/ELEVATION WELL
 NS0269
 NS0269  HISTORY     - Date     Condition        Report By
 NS0269  HISTORY     - 1931     MONUMENTED       USFS
 NS0269  HISTORY     - 1951     GOOD             USGS
 NS0269
 NS0269                          STATION DESCRIPTION
 NS0269
 NS0269'DESCRIBED BY US FOREST SERVICE 1931 (CIA)
 NS0269'IN WASHAKIE NATIONAL FOREST, ON NORTHWEST SLOPE OF MOUNT BLACK,
 NS0269'BETWEEN 120 AND 150 FEET FROM SUMMIT IN APPROXIMATE BEARING
 NS0269'N. 20 DEG W. (TRUE), AND ABOUT 40 FEET LOWER THAN SUMMIT.
 NS0269'PROBABLY MARKED BY STANDARD U.S. FOREST SERVICE STATION
 NS0269'DISK IN BEDROCK.  REFERENCE MARKS ARE BRASS BOLTS, 1/2 INCH
 NS0269'IN DIAMETER, PROJECTING 1 INCH.  NO. 1 IS 10 INCHES LOWER
 NS0269'THAN STATION AND 44 FEET 7 INCHES (SLOPE DISTANCE) FROM STATION
 NS0269'IN BEARING N. 75 DEG W. (TRUE).  NO. 2 IS 8 FEET 4 INCHES
 NS0269'LOWER THAN STATION AND 18 FEET 5 INCHES (SLOPE) DISTANT FROM
 NS0269'STATION IN BEARING N. 76 DEG E. (TRUE).  INFORMATION
 NS0269'REGARDING STATION MAY BE OBTAINED FROM FOREST SUPERVISOR AT
 NS0269'LANDER.
 NS0269
 NS0269                          STATION RECOVERY (1951)
 NS0269
 NS0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0269'STATION FOUND AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1267 ***********************************************************************
 PY1267  DESIGNATION -  MT HOLMES LOOKOUT HOUSE
 PY1267  PID         -  PY1267
 PY1267  STATE/COUNTY-  WY/PARK
 PY1267  USGS QUAD   -  MOUNT HOLMES (1986)
 PY1267
 PY1267                         *CURRENT SURVEY CONTROL
 PY1267  ___________________________________________________________________
 PY1267* NAD 83(1993)-  44 49 07.90430(N)    110 51 20.10053(W)     ADJUSTED  
 PY1267* NAVD 88     -                                                        
 PY1267  ___________________________________________________________________
 PY1267  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 PY1267  GEOID HEIGHT-          -8.40  (meters)                     GEOID03
 PY1267
 PY1267  HORZ ORDER  -  THIRD
 PY1267
 PY1267.The horizontal coordinates were established by classical geodetic methods
 PY1267.and adjusted by the National Geodetic Survey in January 1997..
 PY1267
 PY1267
 PY1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1267
 PY1267.The geoid height was determined by GEOID03.
 PY1267
 PY1267;                    North         East     Units Scale Factor Converg.
 PY1267;SPC WYWC     -   481,893.158   433,469.261   MT  1.00027841   -1 29 04.2
 PY1267;UTM  12      - 4,962,838.762   511,418.037   MT  0.99960160   +0 06 06.5
 PY1267
 PY1267                          SUPERSEDED SURVEY CONTROL
 PY1267
 PY1267  NAD 83(1993)-  44 49 07.90429(N)    110 51 20.10054(W) AD(       ) 4
 PY1267  NAD 83(1986)-  44 49 07.89386(N)    110 51 20.08731(W) AD(       ) 4
 PY1267  NAD 27      -  44 49 08.13600(N)    110 51 17.32100(W) AD(       ) 3
 PY1267
 PY1267.Superseded values are not recommended for survey control.
 PY1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1267.See file dsdata.txt to determine how the superseded data were derived.
 PY1267
 PY1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1141862839(NAD 83)
 PY1267_MARKER: 73 = LOOKOUT HOUSE
 PY1267
 PY1267  HISTORY     - Date     Condition        Report By
 PY1267  HISTORY     - 1950     FIRST OBSERVED   CGS
 PY1267
 PY1267                          STATION DESCRIPTION
 PY1267
 PY1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PY1267'STATION IS THE TOP CENTER OF THE LOOKOUT HOUSE LOCATED ON THE
 PY1267'TOP OF MT. HOLMES WHICH IS IN YELLOWSTONE NATIONAL PARK.
 PY1267'THE LOOKOUT IS A ONE-STORY SQUARE BUILDING CONSTRUCTED OF
 PY1267'ROCK.  THE FINIAL OF THE ROOF WAS THE POINT MEASURED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0853 ***********************************************************************
 OX0853  DESIGNATION -  MT MORAN
 OX0853  PID         -  OX0853
 OX0853  STATE/COUNTY-  WY/TETON
 OX0853  USGS QUAD   -  MT MORAN (1968)
 OX0853
 OX0853                         *CURRENT SURVEY CONTROL
 OX0853  ___________________________________________________________________
 OX0853* NAD 83(1993)-  43 50 06.11494(N)    110 46 35.37168(W)     ADJUSTED  
 OX0853* NAVD 88     -                                                        
 OX0853  ___________________________________________________________________
 OX0853  LAPLACE CORR-         -10.19  (seconds)                    DEFLEC99
 OX0853  GEOID HEIGHT-          -8.74  (meters)                     GEOID03
 OX0853
 OX0853  HORZ ORDER  -  THIRD
 OX0853
 OX0853.The horizontal coordinates were established by classical geodetic methods
 OX0853.and adjusted by the National Geodetic Survey in January 1997..
 OX0853
 OX0853
 OX0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0853
 OX0853.The geoid height was determined by GEOID03.
 OX0853
 OX0853;                    North         East     Units Scale Factor Converg.
 OX0853;SPC WY W     -   470,654.308   744,253.987   MT  0.99997571   -0 28 48.3
 OX0853;UTM  12      - 4,853,574.740   517,969.123   MT  0.99960397   +0 09 17.3
 OX0853
 OX0853                          SUPERSEDED SURVEY CONTROL
 OX0853
 OX0853  NAD 83(1993)-  43 50 06.10924(N)    110 46 35.36535(W) AD(       ) 4
 OX0853  NAD 83(1986)-  43 50 06.10451(N)    110 46 35.35998(W) AD(       ) 4
 OX0853  NAD 27      -  43 50 06.35100(N)    110 46 32.58200(W) AD(       ) 3
 OX0853
 OX0853.Superseded values are not recommended for survey control.
 OX0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0853.See file dsdata.txt to determine how the superseded data were derived.
 OX0853
 OX0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1796953575(NAD 83)
 OX0853_MARKER: 03 = MOUNTAIN PEAK
 OX0853
 OX0853  HISTORY     - Date     Condition        Report By
 OX0853  HISTORY     - 1946     FIRST OBSERVED   CGS
 OX0853  HISTORY     - 1950     GOOD             CGS
 OX0853
 OX0853                          STATION DESCRIPTION
 OX0853
 OX0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 OX0853'MT. MORAN IS ONE OF THE HIGHER POINTS IN THE GRAND TETON NATIONAL
 OX0853'PARK.  IT IS LOCATED ABOUT 11 MILES AIR LINE WEST OF MORAN.
 OX0853'THE MOUNTAIN HAD A ROUNDED TOP BUT HAS A CIRQUE ON THE NORTH
 OX0853'SIDE.  THE TOP CENTER OF THE MOUNTAIN WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0854 ***********************************************************************
 OX0854  DESIGNATION -  MT MORAN ET
 OX0854  PID         -  OX0854
 OX0854  STATE/COUNTY-  WY/TETON
 OX0854  USGS QUAD   -  MT MORAN (1968)
 OX0854
 OX0854                         *CURRENT SURVEY CONTROL
 OX0854  ___________________________________________________________________
 OX0854* NAD 83(1993)-  43 50 06.11940(N)    110 46 35.37689(W)     ADJUSTED  
 OX0854* NAVD 88     -      3843.5    (meters)   12610.     (feet)  VERTCON   
 OX0854  ___________________________________________________________________
 OX0854  LAPLACE CORR-         -10.19  (seconds)                    DEFLEC99
 OX0854  GEOID HEIGHT-          -8.74  (meters)                     GEOID03
 OX0854
 OX0854  HORZ ORDER  -  THIRD
 OX0854
 OX0854.The horizontal coordinates were established by classical geodetic methods
 OX0854.and adjusted by the National Geodetic Survey in January 1997..
 OX0854
 OX0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0854
 OX0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0854
 OX0854.The geoid height was determined by GEOID03.
 OX0854
 OX0854;                    North         East     Units Scale Factor Converg.
 OX0854;SPC WY W     -   470,654.446   744,253.871   MT  0.99997571   -0 28 48.3
 OX0854;UTM  12      - 4,853,574.877   517,969.006   MT  0.99960397   +0 09 17.3
 OX0854
 OX0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0854!SPC WY W     -   0.99939905  x   0.99997571  =   0.99937477
 OX0854!UTM  12      -   0.99939905  x   0.99960397  =   0.99900326
 OX0854
 OX0854:                Primary Azimuth Mark                     Grid Az
 OX0854:SPC WY W     -  GLACIER                                  323 55 43.5
 OX0854:UTM  12      -  GLACIER                                  323 17 37.9
 OX0854
 OX0854|---------------------------------------------------------------------|
 OX0854| PID    Reference Object                     Distance      Geod. Az  |
 OX0854|                                                           dddmmss.s |
 OX0854| OX0851 GLACIER                             APPROX. 9.4 KM 3232655.2 |
 OX0854|---------------------------------------------------------------------|
 OX0854
 OX0854                          SUPERSEDED SURVEY CONTROL
 OX0854
 OX0854  NAD 83(1993)-  43 50 06.11594(N)    110 46 35.36687(W) AD(       ) 3
 OX0854  NAD 83(1986)-  43 50 06.11176(N)    110 46 35.36587(W) AD(       ) 3
 OX0854  NAD 27      -  43 50 06.36850(N)    110 46 32.56816(W) AD(       ) 3
 OX0854  NGVD 29 (07/19/86) 3842.0    (m)        12605.     (f) VERT ANG       
 OX0854
 OX0854.Superseded values are not recommended for survey control.
 OX0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0854.See file dsdata.txt to determine how the superseded data were derived.
 OX0854
 OX0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1796953575(NAD 83)
 OX0854_MARKER: DD = SURVEY DISK
 OX0854_SETTING: 66 = SET IN ROCK OUTCROP
 OX0854_SP_SET: SET IN ROCK OUTCROP
 OX0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0854+STABILITY: POSITION/ELEVATION WELL
 OX0854
 OX0854  HISTORY     - Date     Condition        Report By
 OX0854  HISTORY     - 1968     MONUMENTED       USGS
 OX0854
 OX0854                          STATION DESCRIPTION
 OX0854
 OX0854'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OX0854'LOCATED ON THE HIGH POINT OF MT. MORAN, IN GRAND TETON NATIONAL
 OX0854'PARK.
 OX0854'
 OX0854'THE EXISTING ROCK CAIRN WAS TORN DOWN, A BRONZE TABLET WAS CEMENTED
 OX0854'INTO A TIGHT ROCK, THEN THE CAIRN WAS REBUILT.  THE TABLET IS
 OX0854'STAMPED ---MT. MORAN ET 1968 VABM---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0271 ***********************************************************************
 NS0271  DESIGNATION -  MT NYSTROM
 NS0271  PID         -  NS0271
 NS0271  STATE/COUNTY-  WY/FREMONT
 NS0271  USGS QUAD   -  SWEETWATER GAP (1991)
 NS0271
 NS0271                         *CURRENT SURVEY CONTROL
 NS0271  ___________________________________________________________________
 NS0271* NAD 83(1993)-  42 38 30.45469(N)    109 05 37.97034(W)     ADJUSTED  
 NS0271* NAVD 88     -      3767.5    (meters)   12361.     (feet)  VERTCON   
 NS0271  ___________________________________________________________________
 NS0271  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 NS0271  GEOID HEIGHT-          -9.77  (meters)                     GEOID03
 NS0271
 NS0271  HORZ ORDER  -  THIRD
 NS0271
 NS0271.The horizontal coordinates were established by classical geodetic methods
 NS0271.and adjusted by the National Geodetic Survey in January 1997..
 NS0271
 NS0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0271
 NS0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0271
 NS0271.The geoid height was determined by GEOID03.
 NS0271
 NS0271;                    North         East     Units Scale Factor Converg.
 NS0271;SPC WYWC     -   237,920.645   571,799.052   MT  0.99994728   -0 13 58.6
 NS0271;UTM  12      - 4,722,798.931   656,266.529   MT  0.99990044   +1 17 29.4
 NS0271
 NS0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0271!SPC WYWC     -   0.99941102  x   0.99994728  =   0.99935833
 NS0271!UTM  12      -   0.99941102  x   0.99990044  =   0.99931152
 NS0271
 NS0271:                Primary Azimuth Mark                     Grid Az
 NS0271:SPC WYWC     -  W ATLANTIC                               109 43 06.3
 NS0271:UTM  12      -  W ATLANTIC                               108 11 38.3
 NS0271
 NS0271|---------------------------------------------------------------------|
 NS0271| PID    Reference Object                     Distance      Geod. Az  |
 NS0271|                                                           dddmmss.s |
 NS0271| NS0272 W ATLANTIC                          APPROX. 6.8 KM 1092907.7 |
 NS0271|---------------------------------------------------------------------|
 NS0271
 NS0271                          SUPERSEDED SURVEY CONTROL
 NS0271
 NS0271  NAD 83(1986)-  42 38 30.43640(N)    109 05 37.97115(W) AD(       ) 3
 NS0271  NAD 27      -  42 38 30.60735(N)    109 05 35.52458(W) AD(       ) 3
 NS0271  NGVD 29 (07/19/86) 3766.0    (m)        12356.     (f) VERT ANG       
 NS0271
 NS0271.Superseded values are not recommended for survey control.
 NS0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0271.See file dsdata.txt to determine how the superseded data were derived.
 NS0271
 NS0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN5626722799(NAD 83)
 NS0271_MARKER: DD = SURVEY DISK
 NS0271_SETTING: 80 = SET IN A BOULDER
 NS0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0271+STABILITY: SURFACE MOTION
 NS0271
 NS0271  HISTORY     - Date     Condition        Report By
 NS0271  HISTORY     - 1951     MONUMENTED       USGS
 NS0271
 NS0271                          STATION DESCRIPTION
 NS0271
 NS0271'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0271'LOCATED ABOUT 2.5 MI. -AIRLINE- SW. OF SWEETWATER GAP AND ABOUT 6.0
 NS0271'MI. -AIRLINE- N. OF SWEETWATER RANGER STATION.  ON A HIGH ROCKY
 NS0271'MOUNTAIN.  ABSOLUTE HIGHEST PART OF TOP.  TO REACH BY PACK ANIMALS
 NS0271'FROM FRYE LAKE, PROCEED W. AND S. ON TRAIL TO TAYO PARK.  A FOUR HOUR
 NS0271'RIDE.  CONTINUE W. FROM TAYO PARK UP THE S. SIDE OF TAYO CREEK TO COON
 NS0271'LAKE CROSS THE OUTLET STREAM OF COON LAKE, CONTINUE W. TO WITHIN ABOUT
 NS0271'0.5 MI. OF A LAKE NEAR TOP.  RIDE S. UP ROCKY SLOPE, PARTIALLY SNOW
 NS0271'COVERED YEAR AROUND -SNOW FIELDS MAY BE CROSSED ON HORSES- TO A SADDLE
 NS0271'N. OF DEEP SNOW FILLED BASIN - CONTINUE BY FOOT S. ACROSS SNOW BASIN
 NS0271'AND UP ROCKY SLOPE TO HIGHEST TOP AND STATION SITE.  A 4 HR. TRIP FROM
 NS0271'TAYO PARK.
 NS0271'
 NS0271'STATION MARK - A STANDARD TABLET CEMENTED IN A LARGE BOULDER, STAMPED
 NS0271'MT. NYSTROM 1951.
 NS0271'
 NS0271'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1239 ***********************************************************************
 PY1239  DESIGNATION -  MT SHERIDAN LOOKOUT HOUSE
 PY1239  PID         -  PY1239
 PY1239  STATE/COUNTY-  WY/TETON
 PY1239  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY1239
 PY1239                         *CURRENT SURVEY CONTROL
 PY1239  ___________________________________________________________________
 PY1239* NAD 83(1993)-  44 15 58.18045(N)    110 31 45.27775(W)     ADJUSTED  
 PY1239* NAVD 88     -      3147.     (meters)   10325.     (feet)  VERTCON   
 PY1239  ___________________________________________________________________
 PY1239  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 PY1239  GEOID HEIGHT-          -8.38  (meters)                     GEOID03
 PY1239
 PY1239  HORZ ORDER  -  SECOND
 PY1239
 PY1239.The horizontal coordinates were established by classical geodetic methods
 PY1239.and adjusted by the National Geodetic Survey in January 1997..
 PY1239
 PY1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1239
 PY1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1239
 PY1239.The geoid height was determined by GEOID03.
 PY1239
 PY1239;                    North         East     Units Scale Factor Converg.
 PY1239;SPC WY W     -   518,418.635   764,397.704   MT  0.99995308   -0 18 40.5
 PY1239;UTM  12      - 4,901,543.215   537,573.336   MT  0.99961736   +0 19 42.9
 PY1239
 PY1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1239!SPC WY W     -   0.99950804  x   0.99995308  =   0.99946115
 PY1239!UTM  12      -   0.99950804  x   0.99961736  =   0.99912559
 PY1239
 PY1239                          SUPERSEDED SURVEY CONTROL
 PY1239
 PY1239  NAD 83(1993)-  44 15 58.17523(N)    110 31 45.27664(W) AD(       ) 2
 PY1239  NAD 83(1986)-  44 15 58.17179(N)    110 31 45.26526(W) AD(       ) 2
 PY1239  NAD 27      -  44 15 58.38600(N)    110 31 42.52800(W) AD(       ) 2
 PY1239  NGVD 29 (07/19/86) 3146.     (m)        10322.     (f) VERT ANG       
 PY1239
 PY1239.Superseded values are not recommended for survey control.
 PY1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1239.See file dsdata.txt to determine how the superseded data were derived.
 PY1239
 PY1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ3757301543(NAD 83)
 PY1239_MARKER: 73 = LOOKOUT HOUSE
 PY1239
 PY1239  HISTORY     - Date     Condition        Report By
 PY1239  HISTORY     - 1950     FIRST OBSERVED   CGS
 PY1239
 PY1239                          STATION DESCRIPTION
 PY1239
 PY1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PY1239'STATION IS THE TOP CENTER OF THE LOOKOUT HOUSE LOCATED AT THE
 PY1239'SUMMIT OF MOUNT SHERIDAN, WHICH IS ABOUT 12 MILES SOUTH-SOUTHEAST
 PY1239'OF THUMB AND 2 MILES SOUTHWEST OF THE HEART RANGER STATION ON
 PY1239'HEART LAKE.  THE LOOKOUT HOUSE IS A ONE-STORY STONE BUILDING.
 PY1239'THE APEX OF THE ROOF WAS THE POINT MEASURED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0637 ***********************************************************************
 NT0637  DESIGNATION -  MT THOMPSON
 NT0637  PID         -  NT0637
 NT0637  STATE/COUNTY-  WY/LINCOLN
 NT0637  USGS QUAD   -  MOUNT THOMPSON (1967)
 NT0637
 NT0637                         *CURRENT SURVEY CONTROL
 NT0637  ___________________________________________________________________
 NT0637* NAD 83(1993)-  42 29 38.25640(N)    110 35 32.24914(W)     ADJUSTED  
 NT0637* NAVD 88     -      2967.2    (meters)    9735.     (feet)  VERTCON   
 NT0637  ___________________________________________________________________
 NT0637  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 NT0637  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 NT0637
 NT0637  HORZ ORDER  -  THIRD
 NT0637
 NT0637.The horizontal coordinates were established by classical geodetic methods
 NT0637.and adjusted by the National Geodetic Survey in January 1997..
 NT0637
 NT0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0637
 NT0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0637
 NT0637.The geoid height was determined by GEOID03.
 NT0637
 NT0637;                    North         East     Units Scale Factor Converg.
 NT0637;SPC WY W     -   321,567.955   758,162.687   MT  0.99995903   -0 20 37.7
 NT0637;UTM  12      - 4,704,702.942   533,503.086   MT  0.99961381   +0 16 31.5
 NT0637
 NT0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0637!SPC WY W     -   0.99953661  x   0.99995903  =   0.99949566
 NT0637!UTM  12      -   0.99953661  x   0.99961381  =   0.99915060
 NT0637
 NT0637:                Primary Azimuth Mark                     Grid Az
 NT0637:SPC WY W     -  COMMISSARY                               251 03 17.1
 NT0637:UTM  12      -  COMMISSARY                               250 26 07.9
 NT0637
 NT0637|---------------------------------------------------------------------|
 NT0637| PID    Reference Object                     Distance      Geod. Az  |
 NT0637|                                                           dddmmss.s |
 NT0637| NT0640 COMMISSARY                          APPROX. 8.3 KM 2504239.4 |
 NT0637|---------------------------------------------------------------------|
 NT0637
 NT0637                          SUPERSEDED SURVEY CONTROL
 NT0637
 NT0637  NAD 83(1993)-  42 29 38.25422(N)    110 35 32.25056(W) AD(       ) 3
 NT0637  NAD 83(1986)-  42 29 38.24438(N)    110 35 32.23482(W) AD(       ) 3
 NT0637  NAD 27      -  42 29 38.47859(N)    110 35 29.59223(W) AD(       ) 3
 NT0637  NGVD 29 (07/19/86) 2965.7    (m)         9730.     (f) VERT ANG       
 NT0637
 NT0637.Superseded values are not recommended for survey control.
 NT0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0637.See file dsdata.txt to determine how the superseded data were derived.
 NT0637
 NT0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN3350304703(NAD 83)
 NT0637
 NT0637  HISTORY     - Date     Condition        Report By
 NT0637  HISTORY     - UNK      MONUMENTED       USFS
 NT0637  HISTORY     - 1967     GOOD             USGS
 NT0637
 NT0637                          STATION DESCRIPTION
 NT0637
 NT0637'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NT0637'RECOVERED AND DESCRIBED AS FOLLOWS
 NT0637'
 NT0637'LOCATED APPROXIMATELY 3-1/2 MI. W. OF SNIDER BASIN RANGER STATION,
 NT0637'ON THE HIGHEST POINT OF A HILL LOCALLY KNOWN AS MT. THOMPSON.
 NT0637'
 NT0637'STATION MARK--STANDARD U.S. FOREST SERVICE BRONZE TABLET, CEMENTED
 NT0637'IN EMBEDDED BOULDER, PROJECTING 0.5 FT., STAMPED ---1, 29, 116,
 NT0637'1928---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1216 ***********************************************************************
 PY1216  DESIGNATION -  MT WASHBURN LOOKOUT HOUSE
 PY1216  PID         -  PY1216
 PY1216  STATE/COUNTY-  WY/PARK
 PY1216  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY1216
 PY1216                         *CURRENT SURVEY CONTROL
 PY1216  ___________________________________________________________________
 PY1216* NAD 83(1993)-  44 47 50.73817(N)    110 26 01.76789(W)     ADJUSTED  
 PY1216* NAVD 88     -      3135.     (meters)   10285.     (feet)  VERTCON   
 PY1216  ___________________________________________________________________
 PY1216  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 PY1216  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY1216
 PY1216  HORZ ORDER  -  SECOND
 PY1216
 PY1216.The horizontal coordinates were established by classical geodetic methods
 PY1216.and adjusted by the National Geodetic Survey in January 1997..
 PY1216
 PY1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1216
 PY1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1216
 PY1216.The geoid height was determined by GEOID03.
 PY1216
 PY1216;                    North         East     Units Scale Factor Converg.
 PY1216;SPC WYWC     -   478,733.452   466,776.952   MT  1.00015568   -1 11 11.8
 PY1216;UTM  12      - 4,960,603.435   544,780.260   MT  0.99962466   +0 23 56.2
 PY1216
 PY1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1216!SPC WYWC     -   0.99950996  x   1.00015568  =   0.99966557
 PY1216!UTM  12      -   0.99950996  x   0.99962466  =   0.99913481
 PY1216
 PY1216                          SUPERSEDED SURVEY CONTROL
 PY1216
 PY1216  NAD 83(1993)-  44 47 50.73817(N)    110 26 01.76788(W) AD(       ) 2
 PY1216  NAD 83(1986)-  44 47 50.72888(N)    110 26 01.75484(W) AD(       ) 2
 PY1216  NAD 27      -  44 47 50.95500(N)    110 25 59.03300(W) AD(       ) 2
 PY1216  NGVD 29 (07/19/86) 3134.     (m)        10282.     (f) VERT ANG       
 PY1216
 PY1216.Superseded values are not recommended for survey control.
 PY1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1216.See file dsdata.txt to determine how the superseded data were derived.
 PY1216
 PY1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4478060603(NAD 83)
 PY1216_MARKER: 73 = LOOKOUT HOUSE
 PY1216
 PY1216  HISTORY     - Date     Condition        Report By
 PY1216  HISTORY     - 1950     FIRST OBSERVED   CGS
 PY1216
 PY1216                          STATION DESCRIPTION
 PY1216
 PY1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PY1216'STATION IS THE TOP CENTER OF THE ROOF OF THE LOOKOUT HOUSE
 PY1216'LOCATED ON THE TOP OF MT. WASHBURN IN YELLOWSTONE NATIONAL PARK.
 PY1216'THE LOOKOUT IS A 3 STORY CONCRETE BUILDING WITH A FLAT ROOF.  THE
 PY1216'TOP CENTER OF THE ROOF WAS THE POINT MEASURED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0408 ***********************************************************************
 OU0408  DESIGNATION -  MTFM 1
 OU0408  PID         -  OU0408
 OU0408  STATE/COUNTY-  WY/CONVERSE
 OU0408  USGS QUAD   -  BILL SE (1984)
 OU0408
 OU0408                         *CURRENT SURVEY CONTROL
 OU0408  ___________________________________________________________________
 OU0408* NAD 83(1993)-  43 00 11.26199(N)    105 17 17.37174(W)     ADJUSTED  
 OU0408* NAVD 88     -      1538.     (meters)    5046.     (feet)  VERTCON   
 OU0408  ___________________________________________________________________
 OU0408  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 OU0408  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 OU0408
 OU0408  HORZ ORDER  -  THIRD
 OU0408
 OU0408.The horizontal coordinates were established by classical geodetic methods
 OU0408.and adjusted by the National Geodetic Survey in January 1997..
 OU0408
 OU0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0408
 OU0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0408
 OU0408.The geoid height was determined by GEOID03.
 OU0408
 OU0408;                    North         East     Units Scale Factor Converg.
 OU0408;SPC WY E     -   278,008.454   190,094.534   MT  0.99993871   -0 04 58.3
 OU0408;UTM  13      - 4,761,202.473   476,513.834   MT  0.99960679   -0 11 47.5
 OU0408
 OU0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0408!SPC WY E     -   0.99976123  x   0.99993871  =   0.99969995
 OU0408!UTM  13      -   0.99976123  x   0.99960679  =   0.99936811
 OU0408
 OU0408:                Primary Azimuth Mark                     Grid Az
 OU0408:SPC WY E     -  MIZE                                     101 24 53.4
 OU0408:UTM  13      -  MIZE                                     101 31 42.6
 OU0408
 OU0408|---------------------------------------------------------------------|
 OU0408| PID    Reference Object                     Distance      Geod. Az  |
 OU0408|                                                           dddmmss.s |
 OU0408| NQ0537 MIZE                                APPROX. 3.3 KM 1011955.1 |
 OU0408|---------------------------------------------------------------------|
 OU0408
 OU0408                          SUPERSEDED SURVEY CONTROL
 OU0408
 OU0408  NAD 83(1986)-  43 00 11.24073(N)    105 17 17.35661(W) AD(       ) 3
 OU0408  NAD 27      -  43 00 11.35861(N)    105 17 15.42486(W) AD(       ) 3
 OU0408  NGVD 29 (07/19/86) 1537.     (m)         5043.     (f) VERT ANG       
 OU0408
 OU0408.Superseded values are not recommended for survey control.
 OU0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0408.See file dsdata.txt to determine how the superseded data were derived.
 OU0408
 OU0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7651461202(NAD 83)
 OU0408_MARKER: DD = SURVEY DISK
 OU0408_SETTING: 0 = UNSPECIFIED SETTING
 OU0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0408
 OU0408  HISTORY     - Date     Condition        Report By
 OU0408  HISTORY     - 1948     MONUMENTED       USGS
 OU0408
 OU0408                          STATION DESCRIPTION
 OU0408
 OU0408'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OU0408'LOCATED ON SW. CORNER OF N-S. RIDGE WHERE RIDGE TURNS IN AN EASTERLY
 OU0408'DIRECTION, APPROXIMATELY 1000 FT. (0.2 MILE) S. OF E-W. FENCE LINE IN
 OU0408'SECTION 17, R 70 W, T 36 N.
 OU0408'
 OU0408'TO REACH FROM IN FRONT OF CONVERSE COUNTY COURTHOUSE IN DOUGLAS, GO N.
 OU0408'TO END OF BLOCK, TURN LEFT (W.) FOR ONE BLOCK TO CORNERS OF U.S.
 OU0408'HIGHWAY 87 AND STATE HIGHWAY 87, TAKE STATE HIGHWAY 87 RIGHT (N.) FOR
 OU0408'21.65 MI., TURN LEFT (W.) THROUGH GATE ON TRAIL ALONG S. SIDE OF E-W.
 OU0408'FENCE FOR 0.25 MI., TURN HALF LEFT (SW.) FOR 0.3 MI. TO DRAIN
 OU0408'CROSSING AND LONE CLUMP OF TREES, CONTINUE ON TRAIL FOR 0.6 MI. TO
 OU0408'TRAIL FORKS AND FENCE CORNER, TAKE RIGHT FORK (W.) ALONG E-W. FENCE
 OU0408'LINE FOR 0.65 MI. TO HIGH N-S. RIDGE TO LEFT (S.), TURN LEFT (S.)
 OU0408'FOR 0.2 MI. (APPROXIMATELY 1000 FT.) TO S. END OF RIDGE AND STATION.
 OU0408'
 OU0408'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 OU0408'---MTFM-1-1948---.
 OU0408'
 OU0408'REFERENCE MARK NO. 1--ONE IN. PIPE, DISTANCE OF 29.30 FT.,
 OU0408'N 61 DEG 19 MIN E, FROM STATION.
 OU0408'
 OU0408'REFERENCE MARK NO. 2--ONE IN. PIPE, DISTANCE OF 30.90 FT.,
 OU0408'S 42 DEG 27 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0502 ***********************************************************************
 NR0502  DESIGNATION -  MUD
 NR0502  PID         -  NR0502
 NR0502  STATE/COUNTY-  WY/FREMONT
 NR0502  USGS QUAD   -  RONGIS RESERVOIR (1952)
 NR0502
 NR0502                         *CURRENT SURVEY CONTROL
 NR0502  ___________________________________________________________________
 NR0502* NAD 83(1993)-  42 50 36.02147(N)    107 53 44.08002(W)     ADJUSTED  
 NR0502* NAVD 88     -      1882.7    (meters)    6177.     (feet)  VERTCON   
 NR0502  ___________________________________________________________________
 NR0502  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 NR0502  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 NR0502
 NR0502  HORZ ORDER  -  THIRD
 NR0502  VERT ORDER  -  THIRD ? (See Below)
 NR0502
 NR0502.The horizontal coordinates were established by classical geodetic methods
 NR0502.and adjusted by the National Geodetic Survey in January 1997..
 NR0502
 NR0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0502.The vertical order pertains to the NGVD 29 superseded value.
 NR0502
 NR0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0502
 NR0502.The geoid height was determined by GEOID03.
 NR0502
 NR0502;                    North         East     Units Scale Factor Converg.
 NR0502;SPC WYWC     -   260,605.372   669,842.989   MT  0.99999749   +0 34 51.7
 NR0502;UTM  13      - 4,747,485.691   263,379.773   MT  1.00028886   -1 58 11.6
 NR0502
 NR0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0502!SPC WYWC     -   0.99970691  x   0.99999749  =   0.99970440
 NR0502!UTM  13      -   0.99970691  x   1.00028886  =   0.99999569
 NR0502
 NR0502:                Primary Azimuth Mark                     Grid Az
 NR0502:SPC WYWC     -  GAS                                      357 50 04.0
 NR0502:UTM  13      -  GAS                                      000 23 07.3
 NR0502
 NR0502|---------------------------------------------------------------------|
 NR0502| PID    Reference Object                     Distance      Geod. Az  |
 NR0502|                                                           dddmmss.s |
 NR0502| NR0503 GAS                                 APPROX. 1.9 KM 3582455.7 |
 NR0502|---------------------------------------------------------------------|
 NR0502
 NR0502                          SUPERSEDED SURVEY CONTROL
 NR0502
 NR0502  NAD 83(1986)-  42 50 36.00892(N)    107 53 44.08348(W) AD(       ) 3
 NR0502  NAD 27      -  42 50 36.16095(N)    107 53 41.78734(W) AD(       ) 3
 NR0502  NGVD 29 (07/19/86) 1881.7    (m)         6174.     (f) LEVELING    3  
 NR0502
 NR0502.Superseded values are not recommended for survey control.
 NR0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0502.See file dsdata.txt to determine how the superseded data were derived.
 NR0502
 NR0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH6338047486(NAD 83)
 NR0502_MARKER: DD = SURVEY DISK
 NR0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0502+STABILITY: SURFACE MOTION
 NR0502
 NR0502  HISTORY     - Date     Condition        Report By
 NR0502  HISTORY     - 1950     MONUMENTED       USGS
 NR0502
 NR0502                          STATION DESCRIPTION
 NR0502
 NR0502'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0502'LOCATED ABOUT 13.0 MI. S. AND 24.5 MI. E. OF RIVERTON, ON THE NORTHERN
 NR0502'SLOPE OF A BROAD HILL IN THE SE. 1/4 SEC. 7, T 33 N, R 92 W.
 NR0502'
 NR0502'TO REACH FROM RIVERTON POST OFFICE, PROCEED E. ON U.S. HIGHWAY 320 FOR
 NR0502'THREE (3) BLOCKS, THENCE RIGHT (S.) ALONG U.S. HIGHWAY 320 FOR 1.15
 NR0502'MI. TO Y-FORK JUST BEYOND BRIDGE OVER WIND RIVER, TURN LEFT (SE.) ONTO
 NR0502'SANDRAW RD. FOR 21.8 MI. TO THE VILLAGE OF SANDRAW, THENCE E. FROM
 NR0502'SANDRAW ALONG THE NORTHERN UTILITIES GAS LINE MAINTAINENCE RD. FOR
 NR0502'19.2 MI. TO TOP OF BROAD HILL AND T-TRAIL RD. S., THENCE RIGHT (S.)
 NR0502'0.1 MI. TO STATION.  STATION LIES ON THE N. SIDE OF A ROUNDED HILL
 NR0502'56 FT. E. OF N-S. TRAIL.
 NR0502'
 NR0502'STATION MARK--STANDARD TABLET STAMPED ---WR MUD 1950 6173---, SET IN
 NR0502'TOP OF 6 X 6 IN. CONCRETE POST PROJECTING 5 IN. ABOVE GROUND.
 NR0502'
 NR0502'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0380 ***********************************************************************
 PX0380  DESIGNATION -  MUD
 PX0380  PID         -  PX0380
 PX0380  STATE/COUNTY-  WY/PARK
 PX0380  USGS QUAD   -  EAGLE PASS (1985)
 PX0380
 PX0380                         *CURRENT SURVEY CONTROL
 PX0380  ___________________________________________________________________
 PX0380* NAD 83(1993)-  44 28 39.77402(N)    108 49 43.42712(W)     ADJUSTED  
 PX0380* NAVD 88     -      1623.4    (meters)    5326.     (feet)  VERTCON   
 PX0380  ___________________________________________________________________
 PX0380  LAPLACE CORR-          -9.99  (seconds)                    DEFLEC99
 PX0380  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 PX0380
 PX0380  HORZ ORDER  -  THIRD
 PX0380
 PX0380.The horizontal coordinates were established by classical geodetic methods
 PX0380.and adjusted by the National Geodetic Survey in January 1997..
 PX0380
 PX0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0380
 PX0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0380
 PX0380.The geoid height was determined by GEOID03.
 PX0380
 PX0380;                    North         East     Units Scale Factor Converg.
 PX0380;SPC WYWC     -   441,831.231   593,736.664   MT  0.99993798   -0 03 18.6
 PX0380;UTM  12      - 4,927,226.762   672,677.652   MT  0.99996670   +1 31 17.9
 PX0380
 PX0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0380!SPC WYWC     -   0.99974751  x   0.99993798  =   0.99968550
 PX0380!UTM  12      -   0.99974751  x   0.99996670  =   0.99971422
 PX0380
 PX0380:                Primary Azimuth Mark                     Grid Az
 PX0380:SPC WYWC     -  LOCH                                     270 59 32.9
 PX0380:UTM  12      -  LOCH                                     269 24 56.4
 PX0380
 PX0380|---------------------------------------------------------------------|
 PX0380| PID    Reference Object                     Distance      Geod. Az  |
 PX0380|                                                           dddmmss.s |
 PX0380| PX0385 LOCH                                APPROX. 9.2 KM 2705614.3 |
 PX0380|---------------------------------------------------------------------|
 PX0380
 PX0380                          SUPERSEDED SURVEY CONTROL
 PX0380
 PX0380  NAD 83(1986)-  44 28 39.76397(N)    108 49 43.41983(W) AD(       ) 3
 PX0380  NAD 27      -  44 28 39.92005(N)    108 49 40.93610(W) AD(       ) 3
 PX0380  NGVD 29 (07/19/86) 1622.3    (m)         5322.     (f) VERT ANG       
 PX0380
 PX0380.Superseded values are not recommended for survey control.
 PX0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0380.See file dsdata.txt to determine how the superseded data were derived.
 PX0380
 PX0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7267827227(NAD 83)
 PX0380_MARKER: DD = SURVEY DISK
 PX0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0380_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PX0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0380+STABILITY: SURFACE MOTION
 PX0380
 PX0380  HISTORY     - Date     Condition        Report By
 PX0380  HISTORY     - 1948     MONUMENTED       USGS
 PX0380
 PX0380                          STATION DESCRIPTION
 PX0380
 PX0380'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0380'STATION IS LOCATED 12.5 MI.E. OF CODY, WYOMING ALONG U.S. HIGHWAY 20
 PX0380'ON LOW N.S. RIDGE IN SEC.13 T.52 N., R.100 W.
 PX0380'
 PX0380'TO REACH STATION FROM THE POST OFFICE IN CODY, WYOMING FOLLOW U.S.
 PX0380'HIGHWAY 20 EASTERLY TOWARD GREYBULL FOR 13.0 MI. TO TOP OF LOW GRASSY
 PX0380'RIDGE.  STATION LIES SOUTHERLY FROM THE HIGHWAY ABOUT 500 FT. ON THE
 PX0380'HIGH POINT OF RIDGE.
 PX0380'
 PX0380'STATION MARK - STANDARD STATION TABLET SET IN 6 X 6 IN. CONCRETE POST
 PX0380'PROJECTING 6 IN. ABOVE SURFACE OF GROUND AND STAMPED ---MUD 1948---.
 PX0380'
 PX0380'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET SET IN 6 X 6 IN.
 PX0380'CONCRETE POST PROJECTING 6 IN. ABOVE THE GROUND STAMPED ---MUD 1948
 PX0380'NO.1---, 69.5 FT. FROM STATION, N 08 DEG 30 MIN W.
 PX0380'
 PX0380'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET SET IN 6 X 6 IN.
 PX0380'CONCRETE POST PROJECTING 6 IN. ABOVE THE GROUND STAMPED ---MUD 1948
 PX0380'NO.2--- 65.1 FT. FROM STATION, S 78 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0429 ***********************************************************************
 OW0429  DESIGNATION -  MUD
 OW0429  PID         -  OW0429
 OW0429  STATE/COUNTY-  WY/FREMONT
 OW0429  USGS QUAD   -  ANTELOPE RIDGE (1978)
 OW0429
 OW0429                         *CURRENT SURVEY CONTROL
 OW0429  ___________________________________________________________________
 OW0429* NAD 83(1993)-  43 34 28.36280(N)    108 58 28.22299(W)     ADJUSTED  
 OW0429* NAVD 88     -      2450.3    (meters)    8039.     (feet)  VERTCON   
 OW0429  ___________________________________________________________________
 OW0429  LAPLACE CORR-         -14.43  (seconds)                    DEFLEC99
 OW0429  GEOID HEIGHT-         -10.16  (meters)                     GEOID03
 OW0429
 OW0429  HORZ ORDER  -  THIRD
 OW0429
 OW0429.The horizontal coordinates were established by classical geodetic methods
 OW0429.and adjusted by the National Geodetic Survey in January 1997..
 OW0429
 OW0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0429
 OW0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0429
 OW0429.The geoid height was determined by GEOID03.
 OW0429
 OW0429;                    North         East     Units Scale Factor Converg.
 OW0429;SPC WYWC     -   341,505.296   581,866.155   MT  0.99994154   -0 09 17.1
 OW0429;UTM  12      - 4,826,613.379   663,549.821   MT  0.99992902   +1 23 47.3
 OW0429
 OW0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0429!SPC WYWC     -   0.99961750  x   0.99994154  =   0.99955906
 OW0429!UTM  12      -   0.99961750  x   0.99992902  =   0.99954655
 OW0429
 OW0429:                Primary Azimuth Mark                     Grid Az
 OW0429:SPC WYWC     -  LION                                     356 17 40.5
 OW0429:UTM  12      -  LION                                     354 44 36.1
 OW0429
 OW0429|---------------------------------------------------------------------|
 OW0429| PID    Reference Object                     Distance      Geod. Az  |
 OW0429|                                                           dddmmss.s |
 OW0429| OW0423 LION                                APPROX. 5.2 KM 3560823.4 |
 OW0429|---------------------------------------------------------------------|
 OW0429
 OW0429                          SUPERSEDED SURVEY CONTROL
 OW0429
 OW0429  NAD 83(1986)-  43 34 28.34828(N)    108 58 28.22158(W) AD(       ) 3
 OW0429  NGVD 29 (11/06/89) 2449.1    (m)         8035.     (f) VERT ANG       
 OW0429
 OW0429.Superseded values are not recommended for survey control.
 OW0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0429.See file dsdata.txt to determine how the superseded data were derived.
 OW0429
 OW0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6355026613(NAD 83)
 OW0429_MARKER: DS = TRIANGULATION STATION DISK
 OW0429_SETTING: 0 = UNSPECIFIED SETTING
 OW0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0429
 OW0429  HISTORY     - Date     Condition        Report By
 OW0429  HISTORY     - 1950     MONUMENTED       USGS
 OW0429
 OW0429                          STATION DESCRIPTION
 OW0429
 OW0429'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0429'STATION LOCATED ON HIGHEST POINT OF BARE GRASSY HILL ON FIRST HIGH
 OW0429'RIDGE N. OF MUDDY CREEK, APPROXIMATELY 1/2 MI. S. OF ROCKY HILL WITH
 OW0429'TREES.  APPROXIMATELY 0.5 MI. E. OF ANTELOPE SPRINGS, 9.0 MI. SW. OF
 OW0429'ANCHOR AND 5.0 MI. NW. OF BARGEE, SEC. 15, T 7 N, R 2 W.
 OW0429'
 OW0429'TO REACH STATION FROM BARGEE CHURCH AND SCHOOL, GO N. 2.0 MI. TO FORK,
 OW0429'TAKE LEFT FORK AND GO 0.3 MI. TO CATTLEGUARD, CONTINUE 0.4 MI. TO
 OW0429'GATE, CONTINUE 0.2 MI. TO INDIAN AGENT STATION, CONTINUE 0.3 MI. TO
 OW0429'GATE, CONTINUE 0.2 MI. TO FORK, TAKE RIGHT FORK AND GO 0.3 MI. TO
 OW0429'SURFACE STREAM CROSSING, CONTINUE 0.2 MI. TO ANOTHER SURFACE STREAM
 OW0429'CROSSING, CONTINUE 0.4 MI., PASSING OLD ABANDONED SHEARING PENS, TO
 OW0429'GATE, CONTINUE 2.1 MI. TO TRIPLE FORK, TAKE MIDDLE FORK AND GO 6.2
 OW0429'MI. TO FORK, TAKE LEFT FORK AND GO 0.9 MI. TO DIM TRACK RD. LEADING
 OW0429'TO LEFT (S.), TURN LEFT AND FOLLOW DIM TRACK RD. FOR 1.1 MI. TO
 OW0429'CORRAL, CONTINUE PAST CORRAL AND GO 1.6 MI. TO CABIN AND END OF TRUCK
 OW0429'TRAVEL.  PACK ACROSS STREAM BED AND ALONG SLOPE E. AND S. TO TOP MAIN
 OW0429'RIDGE TO SMALL SADDLE WITH SMALL PEAK WITH SCATTERED TREES TO N.,
 OW0429'THENCE PACK S. ALONG GRASSY, ROCKY SLOPE TO TOP OF BARE RIDGE AND
 OW0429'HIGHEST POINT TO LARGE ROCK CAIRN AND STATION.  IN DRY WEATHER
 OW0429'STATION MAY BE REACHED WITH FOUR-WHEEL JEEP.  ABOUT ONE HOUR PACK
 OW0429'WITH OBSERVING GEAR.
 OW0429'
 OW0429'RECOVERED BY USGS IN 1952.
 OW0429'
 OW0429'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE, IN LARGE
 OW0429'BOULDER, BENEATH 5 FT. ROCK CAIRN, STAMPED---WR-MUD 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0440 ***********************************************************************
 MQ0440  DESIGNATION -  MUD LAKE
 MQ0440  PID         -  MQ0440
 MQ0440  STATE/COUNTY-  WY/SWEETWATER
 MQ0440  USGS QUAD   -  RED LAKE (1988)
 MQ0440
 MQ0440                         *CURRENT SURVEY CONTROL
 MQ0440  ___________________________________________________________________
 MQ0440* NAD 83(1993)-  41 59 49.45113(N)    108 29 39.52538(W)     ADJUSTED  
 MQ0440* NAVD 88     -      2070.77   (+/-2cm)    6793.9    (feet)  VERTCON   
 MQ0440  ___________________________________________________________________
 MQ0440  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 MQ0440  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MQ0440
 MQ0440  HORZ ORDER  -  THIRD
 MQ0440  VERT ORDER  -  THIRD ? (See Below)
 MQ0440
 MQ0440.The horizontal coordinates were established by classical geodetic methods
 MQ0440.and adjusted by the National Geodetic Survey in January 1997..
 MQ0440
 MQ0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0440.The vertical order pertains to the NGVD 29 superseded value.
 MQ0440
 MQ0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0440
 MQ0440.The geoid height was determined by GEOID03.
 MQ0440
 MQ0440;                    North         East     Units Scale Factor Converg.
 MQ0440;SPC WYWC     -   166,283.891   621,183.551   MT  0.99994302   +0 10 15.9
 MQ0440;UTM  12      - 4,652,488.210   707,531.630   MT  1.00012999   +1 40 37.7
 MQ0440
 MQ0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0440!SPC WYWC     -   0.99967755  x   0.99994302  =   0.99962059
 MQ0440!UTM  12      -   0.99967755  x   1.00012999  =   0.99980750
 MQ0440
 MQ0440:                Primary Azimuth Mark                     Grid Az
 MQ0440:SPC WYWC     -  39 SC                                    005 18 39.9
 MQ0440:UTM  12      -  39 SC                                    003 48 18.1
 MQ0440
 MQ0440|---------------------------------------------------------------------|
 MQ0440| PID    Reference Object                     Distance      Geod. Az  |
 MQ0440|                                                           dddmmss.s |
 MQ0440| NS0192 39 SC                               APPROX.10.8 KM 0052855.8 |
 MQ0440|---------------------------------------------------------------------|
 MQ0440
 MQ0440                          SUPERSEDED SURVEY CONTROL
 MQ0440
 MQ0440  NAD 83(1986)-  41 59 49.43834(N)    108 29 39.52417(W) AD(       ) 3
 MQ0440  NAD 27      -  41 59 49.58139(N)    108 29 37.14876(W) AD(       ) 3
 MQ0440  NGVD 29 (07/19/86) 2069.52   (m)         6789.8    (f) LEVELING    3  
 MQ0440
 MQ0440.Superseded values are not recommended for survey control.
 MQ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0440.See file dsdata.txt to determine how the superseded data were derived.
 MQ0440
 MQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM0753252488(NAD 83)
 MQ0440
 MQ0440  HISTORY     - Date     Condition        Report By
 MQ0440  HISTORY     - UNK      MONUMENTED
 MQ0440  HISTORY     - 1958     GOOD             USGS
 MQ0440
 MQ0440                          STATION DESCRIPTION
 MQ0440
 MQ0440'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GMB)
 MQ0440'STATION LOCATED ABOUT 28.4 MI. -AIRLINE- NE. OF SUPERIOR, WYOMING AND
 MQ0440'31 MI. NW. OF TABLE ROCK, WYOMING ON THE E. EDGE OF A MESA.  TO REACH
 MQ0440'FROM TABLE ROCK, WYOMING PROCEED 29.0 MI. N. OF U.S. HWY. NO.30 ALONG
 MQ0440'GRADED RD. TO BAR X RANCH, THENCE 1.4 MI. EASTERLY ALONG TOWNSHIP LINE
 MQ0440'BETWEEN T. 23 N. AND T. 24 N. R.,98 W., THENCE S. 0.5 MI. TO A
 MQ0440'PROMINENT POINT  ON THE E. SIDE OF THE MESA AND STATION.
 MQ0440'
 MQ0440'STATION RECOVERED IN GOOD CONDITION BY G.M. BARKER IN 1958 AS
 MQ0440'DESCRIBED IN 1957 BY G.M. BARKER.
 MQ0440'
 MQ0440'STATION MARK - STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 MQ0440'0.2 FT. ABOVE GROUND AND STAMPED ---MUD LAKE 1957 6790---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1310 ***********************************************************************
 MO1310  DESIGNATION -  MUD SPRINGS
 MO1310  PID         -  MO1310
 MO1310  STATE/COUNTY-  WY/ALBANY
 MO1310  USGS QUAD   -  SEVENMILE SPRING (1981)
 MO1310
 MO1310                         *CURRENT SURVEY CONTROL
 MO1310  ___________________________________________________________________
 MO1310* NAD 83(1993)-  41 59 39.99857(N)    105 52 17.87506(W)     ADJUSTED  
 MO1310* NAVD 88     -      2133.8    (meters)    7001.     (feet)  VERTCON   
 MO1310  ___________________________________________________________________
 MO1310  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 MO1310  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 MO1310
 MO1310  HORZ ORDER  -  THIRD
 MO1310
 MO1310.The horizontal coordinates were established by classical geodetic methods
 MO1310.and adjusted by the National Geodetic Survey in January 1997..
 MO1310
 MO1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1310
 MO1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1310
 MO1310.The geoid height was determined by GEOID03.
 MO1310
 MO1310;                    North         East     Units Scale Factor Converg.
 MO1310;SPC WY E     -   166,201.055   141,591.501   MT  0.99997946   -0 28 18.0
 MO1310;UTM  13      - 4,649,526.770   427,806.938   MT  0.99966413   -0 34 59.5
 MO1310
 MO1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1310!SPC WY E     -   0.99966732  x   0.99997946  =   0.99964679
 MO1310!UTM  13      -   0.99966732  x   0.99966413  =   0.99933156
 MO1310
 MO1310:                Primary Azimuth Mark                     Grid Az
 MO1310:SPC WY E     -  BOONE                                    076 40 38.1
 MO1310:UTM  13      -  BOONE                                    076 47 19.6
 MO1310
 MO1310|---------------------------------------------------------------------|
 MO1310| PID    Reference Object                     Distance      Geod. Az  |
 MO1310|                                                           dddmmss.s |
 MO1310| NQ0630 BOONE                               APPROX. 4.1 KM 0761220.1 |
 MO1310|---------------------------------------------------------------------|
 MO1310
 MO1310                          SUPERSEDED SURVEY CONTROL
 MO1310
 MO1310  NAD 83(1986)-  41 59 39.98427(N)    105 52 17.86766(W) AD(       ) 3
 MO1310  NAD 27      -  41 59 40.09879(N)    105 52 15.84889(W) AD(       ) 3
 MO1310  NGVD 29 (07/19/86) 2132.8    (m)         6997.     (f) VERT ANG       
 MO1310
 MO1310.Superseded values are not recommended for survey control.
 MO1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1310.See file dsdata.txt to determine how the superseded data were derived.
 MO1310
 MO1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG2780749527(NAD 83)
 MO1310_MARKER: DD = SURVEY DISK
 MO1310_SETTING: 0 = UNSPECIFIED SETTING
 MO1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1310
 MO1310  HISTORY     - Date     Condition        Report By
 MO1310  HISTORY     - 1953     MONUMENTED       USGS
 MO1310
 MO1310                          STATION DESCRIPTION
 MO1310
 MO1310'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1310'STATION IS LOCATED ON A GRASSY RIDGE, ABOUT 18 MI. NE. OF ROCK RIVER,
 MO1310'IN SEC. 6, T 23 N, R 75 W.
 MO1310'
 MO1310'TO REACH THE STATION FROM THE ROCK RIVER SCHOOLHOUSE, PROCEED N. ON
 MO1310'U.S. HIGHWAY 30 5.9 MI. TO A GRAVEL RD. TURNOFF ON THE RIGHT, KNOWN
 MO1310'AS THE MARSHALL ROAD, TURN ONTO THIS RD. AND GO 12.1 MI. TO A TRACK
 MO1310'RD. TURNOFF ON THE RIGHT, TURN RIGHT AND GO 1.2 MI. TO A RD. FORK,
 MO1310'TURN RIGHT AND GO 3.5 MI. TO CROSSROADS, CONTINUE STRAIGHT AHEAD 2.8
 MO1310'MI. TO A CROSSROADS, TURN RIGHT AND FOLLOW MAIN RD. 2.9 MI. TO A RD.
 MO1310'FORK, TURN SHARPLY TO THE LEFT AND GO 0.6 MI. TO A DIM RD. FORK,
 MO1310'TURN RIGHT AND GO 0.8 MI. TO THE TOP OF THE RIDGE AND STATION SITE.
 MO1310'STATION IS ABOUT 150 FT. SE. OF THE RD.
 MO1310'
 MO1310'STATION MARK--STANDARD TABLET, SET IN THE TOP OF A 4 IN. IRON PIPE,
 MO1310'PROJECTING 0.3 FT. OUT OF THE GROUND.
 MO1310'
 MO1310'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0627 ***********************************************************************
 MP0627  DESIGNATION -  MUDDY
 MP0627  PID         -  MP0627
 MP0627  STATE/COUNTY-  WY/CARBON
 MP0627  USGS QUAD   -  BRIDGER PASS (1983)
 MP0627
 MP0627                         *CURRENT SURVEY CONTROL
 MP0627  ___________________________________________________________________
 MP0627* NAD 83(1993)-  41 31 43.05808(N)    107 28 57.47810(W)     ADJUSTED  
 MP0627* NAVD 88     -      2529.3    (meters)    8298.     (feet)  VERTCON   
 MP0627  ___________________________________________________________________
 MP0627  LAPLACE CORR-           8.92  (seconds)                    DEFLEC99
 MP0627  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 MP0627
 MP0627  HORZ ORDER  -  FIRST
 MP0627
 MP0627.The horizontal coordinates were established by classical geodetic methods
 MP0627.and adjusted by the National Geodetic Survey in January 1997..
 MP0627
 MP0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0627
 MP0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0627
 MP0627.The geoid height was determined by GEOID03.
 MP0627
 MP0627;                    North         East     Units Scale Factor Converg.
 MP0627;SPC WYEC     -   214,236.988   387,540.334   MT  0.99993941   -0 05 56.3
 MP0627;UTM  13      - 4,600,418.488   292,875.910   MT  1.00012797   -1 38 47.6
 MP0627
 MP0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0627!SPC WYEC     -   0.99960555  x   0.99993941  =   0.99954498
 MP0627!UTM  13      -   0.99960555  x   1.00012797  =   0.99973347
 MP0627
 MP0627|---------------------------------------------------------------------|
 MP0627| PID    Reference Object                     Distance      Geod. Az  |
 MP0627|                                                           dddmmss.s |
 MP0627| CP6277 MUDDY RM 1                           10.427 METERS 10849     |
 MP0627| CP6276 MUDDY AZ MK                                        1835518.6 |
 MP0627| CP6278 MUDDY RM 2                           11.060 METERS 20034     |
 MP0627|---------------------------------------------------------------------|
 MP0627
 MP0627                          SUPERSEDED SURVEY CONTROL
 MP0627
 MP0627  NAD 83(1986)-  41 31 43.04628(N)    107 28 57.46839(W) AD(       ) 1
 MP0627  NAD 27      -  41 31 43.19000(N)    107 28 55.24300(W) AD(       ) 1
 MP0627  NGVD 29 (07/19/86) 2528.0    (m)         8294.     (f) VERT ANG       
 MP0627
 MP0627.Superseded values are not recommended for survey control.
 MP0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0627.See file dsdata.txt to determine how the superseded data were derived.
 MP0627
 MP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG9287600418(NAD 83)
 MP0627_MARKER: DS = TRIANGULATION STATION DISK
 MP0627_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MP0627_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 MP0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0627
 MP0627  HISTORY     - Date     Condition        Report By
 MP0627  HISTORY     - 1937     MONUMENTED       CGS
 MP0627  HISTORY     - 1948     GOOD             CGS
 MP0627  HISTORY     - 1955     GOOD             USGS
 MP0627  HISTORY     - 1973     GOOD             NGS
 MP0627  HISTORY     - 1974     GOOD             LOCENG
 MP0627  HISTORY     - 1978     GOOD             USGS
 MP0627
 MP0627                          STATION DESCRIPTION
 MP0627
 MP0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0627'THIS STATION IS LOCATED ABOUT 34 MILES N AND 9 MILES E OF DIXON
 MP0627'AND ABOUT 23 MILES SW OF RAWLINS, WYOMING, ON THE N END AND
 MP0627'HIGHEST POINT OF A LONG N AND S RIDGE.  RIDGE IS FLAT-TOPPED
 MP0627'AND IS COVERED WITH A GROWTH OF LOW SAGE BRUSH.  IT LIES JUST
 MP0627'N OF MUDDY CREEK.
 MP0627'
 MP0627'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 MP0627'CONCRETE IN THE TOPS OF TILES WHICH ARE EMBEDDED IN THE GROUND.
 MP0627'
 MP0627'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 MP0627'IN OUTCROPPING BEDROCK.
 MP0627'
 MP0627'AZIMUTH MARK IS ABOUT 0.4 MILE S OF STATION ON THE E EDGE OF
 MP0627'RIDGE.  IT LIES ABOUT 0.2 MILE BEYOND POINT WHERE TRAIL CROSSES
 MP0627'A NARROW HOG-BACK ON RIDGE.
 MP0627'
 MP0627'REACHED FROM BAGGS BY GOING N ON STATE HIGHWAY 87 (PAVED) FOR
 MP0627'13.7 MILES TO A BRIDGE OVER ROBBERS GULCH.  THENCE CONTINUE
 MP0627'ON HIGHWAY 87 FOR 0.8 MILE TO AN OLD GRADED ROAD THAT FORKS
 MP0627'TO THE RIGHT.  THENCE LEAVE HIGHWAY 87 TAKE RIGHT FORK AND
 MP0627'FOLLOW OLD GRADED ROAD NORTHERLY FOR 5.0 MILES TO A SIDE ROAD
 MP0627'RIGHT.  THENCE CONTINUE STRAIGHT AHEAD ON OLD GRADED ROAD FOR
 MP0627'2.1 MILES TO A FORK.  THENCE KEEP RIGHT FORK ON OLD GRADED
 MP0627'ROAD EASTERLY AND NE FOR 2.85 MILES TO WHERE A WELL TRAVELED
 MP0627'ROAD GOES TO THE RIGHT.  THENCE CONTINUE STRAIGHT AHEAD ON
 MP0627'LEFT FORK FOR 5.15 MILES TO A FORK.  THENCE STRAIGHT AHEAD ON
 MP0627'OLD GRADED ROAD FOR 5.6 MILES TO SULPHUR SPRING RANCH.
 MP0627'THENCE CONTINUE FOR 0.1 MILE TO BRIDGE OVER MUDDY CREEK.
 MP0627'THENCE CONTINUE 1.65 MILES TO TWO RED BOARD GATES, ONE
 MP0627'ON EACH SIDE OF THE ROAD.  THENCE TURN RIGHT THROUGH GATE
 MP0627'AND GO E FOR 0.4 MILE TO A FORK JUST BEFORE ARRIVING AT A
 MP0627'RANCH HOUSE.  THENCE KEEP LEFT FORK AND PASS HOUSE, TURN
 MP0627'RIGHT AND FOLLOW A TRAIL ROAD UP THE VALLEY FOR 0.2 MILE TO
 MP0627'A GATE.  PASS THROUGH GATE AND GO 0.2 MILE TO A GATE JUST
 MP0627'AFTER PASSING A WATER RESERVOIR.  THENCE CONTINUE UP VALLEY ON
 MP0627'TRAIL ROAD FOR 1.75 MILES TO END OF ROAD AT A LARGE BUNCH OF
 MP0627'BRUSH ON THE RIGHT.  THERE ARE TWO GULLIES MERGING AT THIS
 MP0627'POINT, ONE TO RIGHT AND ONE STRAIGHT AHEAD.  PACK UP GULLEY
 MP0627'STRAIGHT AHEAD TO TOP OF RIDGE.  STATION SORRY IS NOW 100
 MP0627'YARDS TO THE LEFT.  FOLLOW TOP OF RIDGE NORTHERLY TO N
 MP0627'END AND HIGHEST POINT AND STATION.
 MP0627
 MP0627                          STATION RECOVERY (1948)
 MP0627
 MP0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0627'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 MP0627'AS DESCRIBED.
 MP0627'
 MP0627'THE STATION IS LOCATED ABOUT 34 MILES AIRLINE NORTH OF AND ABOUT
 MP0627'9 MILES AIRLINE EAST OF DIXON, ABOUT 23 MILES AIRLINE SOUTHWEST
 MP0627'OF RAWLINS AND JUST A SHORT WAY NORTH OF MUDDY CREEK, ON THE
 MP0627'NORTH END AND NEAR THE HIGHEST POINT OF A LONG NORTH-SOUTH
 MP0627'RIDGE OR MESA.  THE STATION IS ABOUT 40 PACES SOUTH OF THE
 MP0627'NORTH RIM, APPROXIMATELY 0.1 MILE WEST OF A NARROW HOG-BACK
 MP0627'EXTENDING TO THE NORTHEAST, A BRONZE DISK, SET IN CONCRETE
 MP0627'IN THE TOP OF A 4 INCH IRON PIPE, PROJECTS 3 INCHES, STAMPED,
 MP0627'MUDDY 1937.
 MP0627'
 MP0627'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MP0627'THE STATION, ABOUT 40 PACES SOUTH OF THE NORTH RIM, A BRONZE
 MP0627'DISK, SET IN CONCRETE IN THE TOP OF A 4 INCH IRON PIPE, PROJECTS
 MP0627'4 INCHES, STAMPED, MUDDY NO 1 1937.
 MP0627'
 MP0627'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 MP0627'THE STATION, A BRONZE DISK, SET IN CONCRETE IN THE TOP OF A
 MP0627'4 INCH IRON PIPE, PROJECTS 4 INCHES, STAMPED, MUDDY NO 2 1937.
 MP0627'
 MP0627'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, ABOUT
 MP0627'0.2 MILE NORTH OF THE POINT WHERE THE TRAIL CROSSES A HOG-BACK,
 MP0627'IN OPEN COUNTRY APPROXIMATELY 40 FEET LOWER THAN THE STATION,
 MP0627'ABOUT 75 YARDS WEST OF THE EAST RIM, 3 FEET WEST OF A 4X4
 MP0627'WITNESS POST, A BRONZE DISK, SET IN CONCRETE IN THE TOP OF
 MP0627'A 4 INCH IRON PIPE, PROJECTS 5 INCHES, STAMPED, MUDDY 1937.
 MP0627'
 MP0627'TO REACH FROM THE POST OFFICE IN RAWLINS.  GO EAST 1 BLOCK TO
 MP0627'U.S. HIGHWAY 30.  TURN LEFT (NORTH) THEN WEST AND GO 2.6 MILES
 MP0627'ALONG U.S. HIGHWAY 30 TO A ROAD LEFT AT SIGN NEBRASKA COAL
 MP0627'MINE 5 MILES.  TURN LEFT TO THE OLD HIGHWAY, THENCE RIGHT FOR
 MP0627'A SHORT DISTANCE, THENCE LEFT CROSSING RAILROAD TRACKS AND FOLLOW
 MP0627'MAIN TRAVELED ROAD TO THE SOUTHWEST FOR 21.5 MILES TO A FORK
 MP0627'AT THE TOP OF A HILL JUST AFTER CROSSING A SMALL WOODEN BRIDGE.
 MP0627'TAKE THE LEFT FORK AND CONTINUE ON GRADED ROAD FOR 3.65 MILES
 MP0627'TO A SMALL WOODEN BRIDGE.  CONTINUE STRAIGHT AHEAD FOR 1.0
 MP0627'MILE TO TWO BOARD GATES, ONE ON EACH SIDE OF THE ROAD.  TURN
 MP0627'LEFT (EAST) PASS THROUGH GATE AND GO 0.4 MILE TO A FORK
 MP0627'JUST BEFORE REACHING A RANCH HOUSE.  TAKE THE LEFT FORK, PASS
 MP0627'HOUSE THENCE TURN RIGHT AND FOLLOW TRACK ROAD UP VALLEY FOR
 MP0627'0.25 MILE TO A GATE.  PASS THROUGH GATE AND GO 0.35 MILE
 MP0627'TO A POINT JUST AFTER PASSING A POND WHERE THE ROAD AND
 MP0627'VALLEY SWINGS LEFT (EAST).  CONTINUE ON TRAIL ROAD UP
 MP0627'VALLEY FOR 1.75 MILE TO END OF ROAD AT A LARGE GROUP OF
 MP0627'SMALL TREES ON THE RIGHT AND THE END OF TRUCK TRAVEL FOR A
 MP0627'TWO WHEEL DRIVE VEHICLE.  WITH A FOUR WHEEL DRIVE VEHICLE
 MP0627'CONTINUE STRAIGHT AHEAD UP VALLEY FOR 0.25 MILE, THENCE
 MP0627'LEAVE VALLEY TO THE LEFT AND WORK WAY TOWARD CAIRN ON
 MP0627'RIDGE TO THE NORTH, PASS CAIRN TO THE LEFT TO THE TOP OF
 MP0627'RIDGE.  STATION SORRY IS APPROXIMATELY 100 YARDS TO THE
 MP0627'NORTH.  AT THIS POINT CONTINUE NORTH ALONG RIDGE FOR 2.2
 MP0627'MILES TO THE AZIMUTH MARK AS DESCRIBED ABOVE.  TO REACH
 MP0627'STATION CONTINUE NORTH FOR 0.4 MILE TO THE STATION AS DESCRIBED
 MP0627'ABOVE.  A DRIVE STATION WITH A 4 WHEEL DRIVE VEHICLE, OTHERWISE
 MP0627'A 1 AND 1/2 HOUR PACK.
 MP0627'
 MP0627'OBSERVATIONS MADE FROM A 1.1 METER TRIPOD.
 MP0627
 MP0627                          STATION RECOVERY (1955)
 MP0627
 MP0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MP0627'TO REACH STATION FROM POST OFFICE IN RAWLINS PROCEED EAST FOR
 MP0627'7 BLOCKS TO WASHINGTON STREET.  TURN RIGHT, PASS THROUGH RAILROAD
 MP0627'UNDERPASS AND GO 4 BLOCKS TO HUGUS STREET.  TURN RIGHT GO
 MP0627'6 BLOCKS AND TURN LEFT FOR 1 BLOCK MAKE HALF RIGHT TURN AND
 MP0627'FOLLOW HIGHWAY FOR 8.9 MILES TO HATFIELD OILFIELD.  CONTINUE
 MP0627'STRAIGHT AHEAD FOR 3.4 MILES TO GRADED ON RIGHT.  TURN RIGHT AND
 MP0627'GO 3.4 MILE TO T FORK.  CONTINUE STRAIGHT AHEAD FOR 2.8 MILES
 MP0627'TO Y FORK.  TAKE LEFT FORK AND PROCEED 2.4 MILES TO A SECOND
 MP0627'Y FORK.  AGAIN TAKE LEFT FORK AND GO 1.9 MILES TO A FINAL
 MP0627'Y FORK.  GO RIGHT AND FOLLOW ROAD FOR 3.3 MILES TO SUMMIT
 MP0627'AND END OF TRUCK TRAVEL.  PACK WEST UP STEEP SLOPE AND
 MP0627'ACROSS MESA TO NW EDGE AND STATION, A 45 MINUTE PACK.
 MP0627
 MP0627                          STATION RECOVERY (1973)
 MP0627
 MP0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MP0627'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 MP0627'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 MP0627'AND DIRECTION TO ALL THE MARKS COMPARED FAVORABLY WITH THE 1948
 MP0627'OBSERVATIONS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MP0627'
 MP0627'THE STATION IS LOCATED ABOUT 22 MILES SOUTHWEST OF RAWLINS,
 MP0627'16.5 MILES SOUTH OF INTERSTATE HIGHWAY 80, 1 MILE WEST OF MUDDY
 MP0627'CREEK AND ON THE HIGHEST POINT OF A LONG NORTH-SOUTH RIDGE.
 MP0627'THE PROPERTY IS OWNED BY MR. JOHN HANSON, 1004 WEST MAPLE
 MP0627'STREET, RAWLINS, WYOMING.
 MP0627'
 MP0627'TO REACH THE STATION FROM THE POST OFFICE IN RAWLINS GO NORTH
 MP0627'ON 6TH STREET FOR 0.2 MILE TO THE JUNCTION OF BUSINESS ROUTE
 MP0627'INTERSTATE HIGHWAY 80.  TURN LEFT AND GO WEST ON BUSINESS ROUTE
 MP0627'INTERSTATE HIGHWAY 80 FOR 1.3 MILES TO THE EXIT TO THE FRONTAGE
 MP0627'ROAD.  TURN LEFT AND GO WEST ON THE FRONTAGE ROAD ALONG THE
 MP0627'SOUTH SIDE OF INTERSTATE HIGHWAY 80 FOR 0.6 MILE TO A SIDE
 MP0627'ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.4
 MP0627'MILE TO A RAIL-ROAD CROSSING AND A SIDE ROAD RIGHT JUST
 MP0627'BEYOND.  TURN RIGHT AND GO WESTERLY ON THE GRADED ROAD FOR 4.1
 MP0627'MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE SOUTHWESTERLY
 MP0627'ON THE MAIN TRAVELED GRADED ROAD FOR 11.5 MILES TO A
 MP0627'CATTLE GUARD.  CONTINUE SOUTHWESTERLY ON THE MAIN TRAVELED
 MP0627'ROAD FOR 2.2 MILES TO A CROSS ROAD AND OIL STORAGE TANKS ON
 MP0627'THE RIGHT.  CONTINUE SOUTHWEST ON THE MAIN TRAVELED ROAD FOR
 MP0627'1.5 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 MP0627'SOUTH-SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 1.9 MILES TO
 MP0627'A TRACK ROAD LEFT.  TURN LEFT AND GO SOUTHEASTERLY ON THE
 MP0627'TRACK ROAD FOR 0.7 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 MP0627'NORTHEASTERLY UPHILL ON THE TRACK ROAD FOR 1.3 MILES TO
 MP0627'THE TOP OF THE RIDGE AND THE END OF TWO-WHEEL DRIVE.
 MP0627'CONTINUE AHEAD ON THE TRACK ROAD DOWN VERY STEEP SLOPE AND
 MP0627'THE UP VERY STEEP SLOPE FOR 0.4 MILE TO THE TOP OF THE
 MP0627'RIDGE AND THE STATION ON THE LEFT.
 MP0627'
 MP0627'THE STATION MARK IS A STANDARD DISK STAMPED MUDDY 1937, SET
 MP0627'IN CONCRETE IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 3
 MP0627'INCHES ABOVE THE GROUND SURFACE.  IT IS 0.2 MILE WEST OF A
 MP0627'FENCE CORNER AND ON THE APPARENT HIGHEST POINT OF THE RIDGE.
 MP0627'
 MP0627'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MUDDY NO 1 1937,
 MP0627'SET IN CONCRETE IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS
 MP0627'4 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT THE SAME
 MP0627'ELEVATION AS THE STATION.
 MP0627'
 MP0627'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MUDDY NO 2 1937,
 MP0627'SET IN CONCRETE IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS
 MP0627'4 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT THE SAME
 MP0627'ELEVATION AS THE STATION.
 MP0627'
 MP0627'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MUDDY 1937, SET
 MP0627'IN CONCRETE IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS
 MP0627'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 75 YARDS WEST OF THE
 MP0627'EAST EDGE OF THE RIDGE, 14 FEET EAST OF A FENCE AND 2.4 FEET
 MP0627'WEST OF A 4X4-INCH WOODEN WITNESS POST.
 MP0627'
 MP0627'THE MARK IS A BUREAU OF LAND MANAGEMENT BRASS CAP STAMPED
 MP0627'T 18 N R 90 W S 13 S 24 1965 RIVETED TO THE TOP OF A 2-INCH
 MP0627'IRON PIPE THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.
 MP0627'IT IS 16 FEET SOUTH OF THE CENTER OF A DIM TRACK ROAD AND 1 FOOT
 MP0627'NORTH OF A CORNER FENCE POST.
 MP0627'
 MP0627'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY ACROSS
 MP0627'THE TOP OF THE RIDGE ALONG THE WEST SIDE OF THE FENCE FOR 0.5
 MP0627'MILE TO THE MARK ON THE EAST SIDE OF THE FENCE.
 MP0627'
 MP0627'TO REACH THE BUREAU OF LAND MANAGEMENT MARK FROM THE STATION
 MP0627'GO EASTERLY ON THE DIM TRACK ROAD FOR 0.2 MILE TO THE MARK AND
 MP0627'A FENCE CORNER.
 MP0627'
 MP0627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22 MILES
 MP0627'SOUTHWEST OF RAWLINS
 MP0627
 MP0627                          STATION RECOVERY (1974)
 MP0627
 MP0627'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (MAP)
 MP0627'RECOVERED BY ROBERT JACK SMITH AND ASSOC. INC.
 MP0627'
 MP0627'MUDDY 1937-GOOD
 MP0627'
 MP0627'MUDDY NO 1 1937-GOOD
 MP0627'
 MP0627'MUDDY NO 2 1937-GOOD
 MP0627'
 MP0627'MUDDY 1937 (AZIMUTH)-GOOD
 MP0627
 MP0627                          STATION RECOVERY (1978)
 MP0627
 MP0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MP0627'RECOVERED BY USGS IN 1955, WHO STATES AS FOLLOWS--THIS LOCATION IS
 MP0627'ALSO THE SITE OF STATION GYP (USGS), ESTABLISHED BY USGS IN 1912.
 MP0627'REFERENCE MARKS OF STATION GYP WERE RECOVERED BUT THE STATION MARK
 MP0627'HAS BEEN REPLACED BY THE NGS MARK.
 MP0627'
 MP0627'RECOVERED BY USGS IN 1966.
 MP0627'
 MP0627'RECOVERED BY USGS IN 1978 AND REVISED DESCRIPTION FOLLOWS
 MP0627'
 MP0627'TO REACH FROM THE POST OFFICE IN RAWLINS, WYOMING, GO N. 3 BLOCKS TO
 MP0627'U.S. 30, TURN LEFT AND GO 1.2 MI. TO ENTRANCE TO INTERSTATE 80.  TAKE
 MP0627'LARAMIE ENTRANCE FOR 0.2 MI. TO PAVED ROAD LEFT, GO 0.7 MI. ALONG THIS
 MP0627'ROAD TO A GRAVEL ROAD LEFT.  TAKE THIS ROAD 0.6 MI. ACROSS RAILROAD,
 MP0627'TURN RIGHT ON THIS ROAD (TWENTY MILE ROAD) FOR 4.1 MI., TAKE RIGHT
 MP0627'FORK FOR 16.5 MI., TAKE LEFT FORK 3.3 MI. TO A SMALL WOODEN BRIDGE.
 MP0627'TAKE TRACK ROAD JUST N. OF THE BRIDGE LEFT FOR 2.0 MI. TO A DAM AND
 MP0627'END OF TWO-WHEEL DRIVE TRAVEL.  WITH FOUR-WHEEL DRIVE CROSS DAM, PICK
 MP0627'WAY AROUND POND THEN 0.8 MI. UP STEEP HILL ALONG FENCE ON A DIM TRACK
 MP0627'ROAD TO A FENCE CORNER.  NEAR STATION --SORRY--.  TAKE TRACK ROAD N.
 MP0627'ALONG FENCE FOR 1.1 MI. TO WHERE AZIMUTH MARK CAN BE SEEN ACROSS FENCE
 MP0627'TO THE E.  CONTINUE N. FOR 0.5 MI. TO STATION AT N. END OF RIDGE AND
 MP0627'ABOUT 300 METERS NW. OF FENCE CORNER AND QUARTER CORNER.
 MP0627'
 MP0627'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE IN TOP OF 4 IN.
 MP0627'IRON PIPE EMBEDDED IN THE GROUND, STAMPED---MUDDY 1937---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0853 ***********************************************************************
 MR0853  DESIGNATION -  MUDDY
 MR0853  PID         -  MR0853
 MR0853  STATE/COUNTY-  WY/LINCOLN
 MR0853  USGS QUAD   -  CUMBERLAND GAP (1978)
 MR0853
 MR0853                         *CURRENT SURVEY CONTROL
 MR0853  ___________________________________________________________________
 MR0853* NAD 83(1993)-  41 35 27.09321(N)    110 37 16.63433(W)     ADJUSTED  
 MR0853* NAVD 88     -      2187.2    (meters)    7176.     (feet)  VERTCON   
 MR0853  ___________________________________________________________________
 MR0853  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 MR0853  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 MR0853
 MR0853  HORZ ORDER  -  SECOND
 MR0853
 MR0853.The horizontal coordinates were established by classical geodetic methods
 MR0853.and adjusted by the National Geodetic Survey in January 1997..
 MR0853
 MR0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0853
 MR0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0853
 MR0853.The geoid height was determined by GEOID03.
 MR0853
 MR0853;                    North         East     Units Scale Factor Converg.
 MR0853;SPC WY W     -   221,277.343   755,148.465   MT  0.99996225   -0 21 25.6
 MR0853;UTM  12      - 4,604,420.663   531,564.218   MT  0.99961226   +0 15 05.0
 MR0853
 MR0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0853!SPC WY W     -   0.99965932  x   0.99996225  =   0.99962159
 MR0853!UTM  12      -   0.99965932  x   0.99961226  =   0.99927172
 MR0853
 MR0853:                Primary Azimuth Mark                     Grid Az
 MR0853:SPC WY W     -  ELKOL UTAH POWER AND LT CO STK           006 15 05.7
 MR0853:UTM  12      -  ELKOL UTAH POWER AND LT CO STK           005 38 35.1
 MR0853
 MR0853|---------------------------------------------------------------------|
 MR0853| PID    Reference Object                     Distance      Geod. Az  |
 MR0853|                                                           dddmmss.s |
 MR0853| MR0835 ELKOL UTAH POWER AND LT CO STK      APPROX.18.6 KM 0055340.1 |
 MR0853| CP6283 MUDDY RM 1                           15.373 METERS 06825     |
 MR0853| CP6282 MUDDY AZ MK                                        3082418.8 |
 MR0853| CP6284 MUDDY RM 2                           11.652 METERS 32719     |
 MR0853|---------------------------------------------------------------------|
 MR0853
 MR0853                          SUPERSEDED SURVEY CONTROL
 MR0853
 MR0853  NAD 83(1986)-  41 35 27.08115(N)    110 37 16.62938(W) AD(       ) 2
 MR0853  NAD 27      -  41 35 27.26730(N)    110 37 14.01450(W) AD(       ) 2
 MR0853  NGVD 29 (07/19/86) 2185.9    (m)         7172.     (f) VERT ANG       
 MR0853
 MR0853.Superseded values are not recommended for survey control.
 MR0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0853.See file dsdata.txt to determine how the superseded data were derived.
 MR0853
 MR0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3156404421(NAD 83)
 MR0853_MARKER: DS = TRIANGULATION STATION DISK
 MR0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0853
 MR0853  HISTORY     - Date     Condition        Report By
 MR0853  HISTORY     - 1962     MONUMENTED       CGS
 MR0853
 MR0853                          STATION DESCRIPTION
 MR0853
 MR0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0853'THE STATION IS ABOUT 14-1/2 MILES SOUTH-SOUTHWEST OF KEMMERER,
 MR0853'1 MILE NORTH OF THE LINCOLN-UINTA COUNTY LINE, 2 MILES WEST OF
 MR0853'U.S. HIGHWAY 189.  AT THE EXTREME SOUTH EDGE OF A PROMINENT MESA
 MR0853'THAT OVERLOOKS THE LITTLE MUDDY CREEK TO THE SOUTH.
 MR0853'
 MR0853'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30 N
 MR0853'AND 189 AT THE SOUTHEAST EDGE OF DIAMONDVILLE, GO SOUTHWEST
 MR0853'AND SOUTH ON HIGHWAY 189 FOR 10.9 MILES TO A SERVICE STATION
 MR0853'AND A TAVERN ON THE RIGHT.  CONTINUE SOUTHERLY ON THE HIGHWAY
 MR0853'1.9 MILES TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO
 MR0853'SOUTHWEST ALONG THE TOP OF A RIDGE FOR 2.8 MILES TO A TRACK ROAD
 MR0853'ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 MR0853'CONTINUE STRAIGHT AHEAD, WEST, FOR 0.2 MILE, THENCE LEFT,
 MR0853'SOUTH, 0.1 MILE TO THE MARK) TURN LEFT AND FOLLOW A TRACK
 MR0853'ROAD FOR 0.3 MILE TO A DIM TRACK ROAD ON THE RIGHT.  TURN
 MR0853'RIGHT AND GO SOUTH FOR 0.1 MILE TO THE STATION.
 MR0853'
 MR0853'THE STATION MARK IS A STANDARD DISK, STAMPED MUDDY 1962, SET
 MR0853'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 5 INCHES.
 MR0853'IT IS 3.9 FEET EAST OF A WITNESS POST AND 14 FEET NORTH OF THE
 MR0853'SOUTH EDGE OF THE MESA.
 MR0853'
 MR0853'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MUDDY NO 1 1962,
 MR0853'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0853'5 INCHES.  IT IS 38 FEET NORTH OF THE SOUTH EDGE OF THE MESA
 MR0853'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0853'
 MR0853'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED, MUDDY NO 2 1962,
 MR0853'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0853'5 INCHES.  IT IS 35 FEET NORTH OF THE SOUTH EDGE OF THE MESA
 MR0853'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0853'
 MR0853'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MUDDY 1962,
 MR0853'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 5
 MR0853'INCHES.  IT IS ABOUT 150 YARDS EAST OF A CAIRN AND 3 FEET SOUTH
 MR0853'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0351 ***********************************************************************
 NR0351  DESIGNATION -  MUDDY
 NR0351  PID         -  NR0351
 NR0351  STATE/COUNTY-  WY/NATRONA
 NR0351  USGS QUAD   -  CRIMSON DAWN (1984)
 NR0351
 NR0351                         *CURRENT SURVEY CONTROL
 NR0351  ___________________________________________________________________
 NR0351* NAD 83(1993)-  42 40 53.85362(N)    106 16 17.75727(W)     ADJUSTED  
 NR0351* NAVD 88     -      2526.9    (meters)    8290.     (feet)  VERTCON   
 NR0351  ___________________________________________________________________
 NR0351  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 NR0351  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 NR0351
 NR0351  HORZ ORDER  -  SECOND
 NR0351
 NR0351.The horizontal coordinates were established by classical geodetic methods
 NR0351.and adjusted by the National Geodetic Survey in January 1997..
 NR0351
 NR0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0351
 NR0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0351
 NR0351.The geoid height was determined by GEOID03.
 NR0351
 NR0351;                    North         East     Units Scale Factor Converg.
 NR0351;SPC WYEC     -   342,834.534   487,015.444   MT  1.00003062   +0 43 11.4
 NR0351;UTM  13      - 4,726,244.685   395,819.815   MT  0.99973353   -0 51 43.6
 NR0351
 NR0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0351!SPC WYEC     -   0.99960577  x   1.00003062  =   0.99963638
 NR0351!UTM  13      -   0.99960577  x   0.99973353  =   0.99933940
 NR0351
 NR0351|---------------------------------------------------------------------|
 NR0351| PID    Reference Object                     Distance      Geod. Az  |
 NR0351|                                                           dddmmss.s |
 NR0351| CP6280 MUDDY RM 1                           18.947 METERS 06848     |
 NR0351| CP6281 MUDDY RM 2                           16.771 METERS 16137     |
 NR0351| CP6279 MUDDY AZ MK                                        3033858.2 |
 NR0351|---------------------------------------------------------------------|
 NR0351
 NR0351                          SUPERSEDED SURVEY CONTROL
 NR0351
 NR0351  NAD 83(1986)-  42 40 53.83958(N)    106 16 17.73899(W) AD(       ) 2
 NR0351  NAD 27      -  42 40 53.96800(N)    106 16 15.66200(W) AD(       ) 2
 NR0351  NGVD 29 (07/19/86) 2525.9    (m)         8287.     (f) VERT ANG       
 NR0351
 NR0351.Superseded values are not recommended for survey control.
 NR0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0351.See file dsdata.txt to determine how the superseded data were derived.
 NR0351
 NR0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9582026245(NAD 83)
 NR0351_MARKER: DS = TRIANGULATION STATION DISK
 NR0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0351
 NR0351  HISTORY     - Date     Condition        Report By
 NR0351  HISTORY     - 1948     MONUMENTED       CGS
 NR0351
 NR0351                          STATION DESCRIPTION
 NR0351
 NR0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0351'THE STATION IS LOCATED IN T. 31 N., R. 79 W., ON THE NORTH EDGE
 NR0351'OF A PROMINENT, LONG RIDGE COVERED WITH SCATTERED TIMBER.  THE
 NR0351'RIDGE EXTENDS IN AN EASTERLY AND WESTERLY DIRECTION, HAS
 NR0351'STEEP BLUFFS ALONG THE NORTH EDGE, SLOPES GRADUALLY TO THE
 NR0351'SOUTH AND IS LOCALLY KNOWN AS MUDDY MOUNTAIN.  THE STATION MARK
 NR0351'IS ABOUT 24 MILES AIRLINE SOUTHWEST OF GLENROCK, ABOUT 12
 NR0351'MILES AIRLINE SOUTHEAST OF CASPER, IN THE NORTHWEST EDGE OF A
 NR0351'CLEARING IN THE TIMBER, 9 PACES SOUTH OF WHERE THE RIDGE DROPS
 NR0351'SHARPLY TO THE NORTH, 8 PACES SOUTHEAST OF A PINE TREE WITH A
 NR0351'LARGE TRIANGLE BLAZE, 7 PACES NORTH OF A DIM TRACK ROAD, 10
 NR0351'FEET NORTHWEST OF A WHITE WITNESS POST, PROJECTS 4 INCHES
 NR0351'AND STAMPED, MUDDY 1948.
 NR0351'
 NR0351'REFERENCE MARK NO. 1 IS 5 PACES SOUTH OF WHERE THE RIDGE DROPS
 NR0351'SHARPLY TO THE NORTH, APPROXIMATELY THE SAME ELEVATION AS
 NR0351'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, MUDDY NO 1 1948.
 NR0351'
 NR0351'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 NR0351'STATION MARK, PROJECTS 4 INCHES AND STAMPED, MUDDY NO 2 1948.
 NR0351'
 NR0351'THE AZIMUTH MARK IS 22 PACES SOUTH OF POINT WHERE THE ROAD
 NR0351'MAKES A RIGHT ANGLE TURN, 5 FEET SOUTH OF WHITE WITNESS POST
 NR0351'IN CENTER OF CAIRN, PROJECTS 4 INCHES AND STAMPED, MUDDY 1948.
 NR0351'
 NR0351'TO REACH THE STATION FROM THE INTERSECTION OF SECOND AND
 NR0351'S. WOLCOTT STREETS IN CASPER, GO SOUTH ON WOLCOTT STREET TOWARD
 NR0351'CASPER MOUNTAIN FOR 5.1 MILES TO FORK.  TAKE LEFT FORK UP THE
 NR0351'MOUNTAIN FOR 3.0 MILES TO THE BROOKSIDE INN ON THE RIGHT.
 NR0351'CONTINUE ON THE OILED ROAD UP THE MOUNTAIN FOR 1.1 MILE TO THE
 NR0351'END OF THE OIL AND FORK.  TAKE LEFT FORK ON GRADED ROAD FOR 0.5
 NR0351'MILE TO FORK.  KEEP RIGHT FORK MAIN GRADED ROAD AND GO 0.5 MILE
 NR0351'TO FORK AND SIGN, PICNIC AREA, CRIMSON DAWN.  TAKE RIGHT
 NR0351'FORK, A SHARP RIGHT ANGLE TURN, AND GO 0.1 MILE TO FORK.
 NR0351'TAKE LEFT FORK FOR 0.1 MILE TO FORK.  TAKE LEFT FORK AND
 NR0351'FOLLOW GRADED ROAD 0.9 MILE TO FORK AND SIGNS, CRIMSON DAWN
 NR0351'- MUDDY MOUNTAIN ROAD.  TAKE RIGHT FORK AND GO 2.1 MILES TO A
 NR0351'RIGHT ANGLE TURN, EAST, AND THE AZIMUTH MARK SOUTH OF ROAD.
 NR0351'CONTINUE ON GRADED ROAD FOR 1.0 MILE TO FORK.  TAKE LEFT
 NR0351'FORK, EAST, AND GO 0.85 MILE TO FORK.  TAKE RIGHT FORK UP A
 NR0351'DUGWAY AND GO 0.8 MILE TO FORK AT TOP OF DUGWAY.  TAKE RIGHT
 NR0351'FORK AND GO 0.9 MILE TO GATE.  PASS THROUGH GATE AND GO 0.15
 NR0351'MILE TO FORK.  TAKE LEFT FORK UP THE HILL AND GO 1.4 MILE
 NR0351'TO FORK JUST BEFORE REACHING THE TOP OF A RIDGE.  TAKE LEFT
 NR0351'FORK FOR 0.3 MILE TO OLD BUILDING AND SHEEP PENS ON THE
 NR0351'RIGHT.  CONTINUE ON TRACK ROAD FOR 0.3 MILE TO A DIM TRACK
 NR0351'ROAD ON THE LEFT.  TAKE LEFT FORK OF DIM TRACK ROAD, NORTH,
 NR0351'AND FOLLOW ALONG THE WEST EDGE OF TIMBER, AS THE TRACKS ARE
 NR0351'DIFFICULT TO FOLLOW IN PLACES, TO POINT JUST BEFORE REACHING
 NR0351'A FENCE LINE AND WELL WORN TRACKS.  THENCE RIGHT, EAST, ALONG
 NR0351'TRACKS FOR A TOTAL DISTANCE OF 1.1 MILE TO STATION ON
 NR0351'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0627 ***********************************************************************
 NT0627  DESIGNATION -  MUDDY
 NT0627  PID         -  NT0627
 NT0627  STATE/COUNTY-  WY/LINCOLN
 NT0627  USGS QUAD   -  RED GAP (1985)
 NT0627
 NT0627                         *CURRENT SURVEY CONTROL
 NT0627  ___________________________________________________________________
 NT0627* NAD 83(1993)-  42 08 25.01899(N)    110 15 44.19743(W)     ADJUSTED  
 NT0627* NAVD 88     -      2180.     (meters)    7152.     (feet)  VERTCON   
 NT0627  ___________________________________________________________________
 NT0627  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 NT0627  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 NT0627
 NT0627  HORZ ORDER  -  THIRD
 NT0627
 NT0627.The horizontal coordinates were established by classical geodetic methods
 NT0627.and adjusted by the National Geodetic Survey in January 1997..
 NT0627
 NT0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0627
 NT0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0627
 NT0627.The geoid height was determined by GEOID03.
 NT0627
 NT0627;                    North         East     Units Scale Factor Converg.
 NT0627;SPC WY W     -   282,174.131   785,207.905   MT  0.99994019   -0 07 12.2
 NT0627;UTM  12      - 4,665,615.214   560,962.255   MT  0.99964573   +0 29 42.0
 NT0627
 NT0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0627!SPC WY W     -   0.99966026  x   0.99994019  =   0.99960047
 NT0627!UTM  12      -   0.99966026  x   0.99964573  =   0.99930611
 NT0627
 NT0627:                Primary Azimuth Mark                     Grid Az
 NT0627:SPC WY W     -  NAMES                                    032 25 52.9
 NT0627:UTM  12      -  NAMES                                    031 48 58.7
 NT0627
 NT0627|---------------------------------------------------------------------|
 NT0627| PID    Reference Object                     Distance      Geod. Az  |
 NT0627|                                                           dddmmss.s |
 NT0627| NT0626 NAMES                               APPROX. 7.1 KM 0321840.7 |
 NT0627|---------------------------------------------------------------------|
 NT0627
 NT0627                          SUPERSEDED SURVEY CONTROL
 NT0627
 NT0627  NAD 83(1993)-  42 08 25.01590(N)    110 15 44.19720(W) AD(       ) 3
 NT0627  NAD 83(1986)-  42 08 25.00903(N)    110 15 44.19620(W) AD(       ) 3
 NT0627  NAD 27      -  42 08 25.22300(N)    110 15 41.61059(W) AD(       ) 3
 NT0627  NGVD 29 (07/19/86) 2179.     (m)         7149.     (f) VERT ANG       
 NT0627
 NT0627.Superseded values are not recommended for survey control.
 NT0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0627.See file dsdata.txt to determine how the superseded data were derived.
 NT0627
 NT0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6096265615(NAD 83)
 NT0627_MARKER: DD = SURVEY DISK
 NT0627_SETTING: 66 = SET IN ROCK OUTCROP
 NT0627_SP_SET: SET IN ROCK OUTCROP
 NT0627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NT0627+STABILITY: POSITION/ELEVATION WELL
 NT0627
 NT0627  HISTORY     - Date     Condition        Report By
 NT0627  HISTORY     - 1944     MONUMENTED       USGS
 NT0627
 NT0627                          STATION DESCRIPTION
 NT0627
 NT0627'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 NT0627'LOCATED ON RIDGE ON THE S. SIDE OF MUDDY CREEK AND ABOUT 4.0 MI. W. OF
 NT0627'U.S. HIGHWAY 189.  STATION IS ON AN ---L--- SHAPED HILL AT ITS ANGLE.
 NT0627'
 NT0627'TO REACH STATION DRIVE S. FROM LA BARGE ALONG U.S. HIGHWAY 189 FOR
 NT0627'7.3 MI., TURN W. UP MUDDY CREEK RD. FOR 4.0 MI., WALK S. 1.0 MI.
 NT0627'CROSSING CREEK, TO SUMMIT AND STATION.  (BY DRIVING W. ABOUT 2.5 MI.
 NT0627'TO DIM RD. FORK JUST BEYOND BRIDGE, ONE CAN DRIVE BACK DOWN S. SIDE
 NT0627'OF CREEK AND OVER RIDGE AND ON E. TO THE SW. FOOT OF THE HILL.
 NT0627'
 NT0627'STATION MARK - STANDARD TABLET STAMPED ---MUDDY 1944--- CEMENTED IN
 NT0627'LIMESTONE ROCK 1 IN. BELOW SURFACE OF GROUND.
 NT0627'
 NT0627'REFERENCE MARK NO.1 - CROSS CUT ON ROCK, 24.60 FT. FROM STATION MARK,
 NT0627'N 77 DEG 27 MIN E.
 NT0627'
 NT0627'REFERENCE MARK NO. 2 - CROSS CUT ON ROCK, 32.67 FT. FROM STATION MARK,
 NT0627'N 86 DEG 14 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0314 ***********************************************************************
 OW0314  DESIGNATION -  MUDDY
 OW0314  PID         -  OW0314
 OW0314  STATE/COUNTY-  WY/FREMONT
 OW0314  USGS QUAD   -  MONUMENT PEAK (1991)
 OW0314
 OW0314                         *CURRENT SURVEY CONTROL
 OW0314  ___________________________________________________________________
 OW0314* NAD 83(1993)-  43 40 11.03562(N)    109 11 53.33471(W)     ADJUSTED  
 OW0314* NAVD 88     -      3469.3    (meters)   11382.     (feet)  VERTCON   
 OW0314  ___________________________________________________________________
 OW0314  LAPLACE CORR-          -9.49  (seconds)                    DEFLEC99
 OW0314  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 OW0314
 OW0314  HORZ ORDER  -  FIRST
 OW0314
 OW0314.The horizontal coordinates were established by classical geodetic methods
 OW0314.and adjusted by the National Geodetic Survey in January 1997..
 OW0314
 OW0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0314
 OW0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0314
 OW0314.The geoid height was determined by GEOID03.
 OW0314
 OW0314;                    North         East     Units Scale Factor Converg.
 OW0314;SPC WYWC     -   352,153.470   563,859.168   MT  0.99995356   -0 18 34.0
 OW0314;UTM  12      - 4,836,769.229   645,261.922   MT  0.99985955   +1 14 39.8
 OW0314
 OW0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0314!SPC WYWC     -   0.99945762  x   0.99995356  =   0.99941120
 OW0314!UTM  12      -   0.99945762  x   0.99985955  =   0.99931724
 OW0314
 OW0314:                Primary Azimuth Mark                     Grid Az
 OW0314:SPC WYWC     -  CROWHEART                                168 34 43.4
 OW0314:UTM  12      -  CROWHEART                                167 01 29.6
 OW0314
 OW0314|---------------------------------------------------------------------|
 OW0314| PID    Reference Object                     Distance      Geod. Az  |
 OW0314|                                                           dddmmss.s |
 OW0314| OW0328 CROWHEART                           APPROX.40.8 KM 1681609.4 |
 OW0314| CP6286 MUDDY RM 1                            4.445 METERS 21949     |
 OW0314| OW0313 MUDDY LOOKOUT CABIN                   3.945 METERS 27304     |
 OW0314| CP6287 MUDDY RM 2                           11.033 METERS 32054     |
 OW0314| CP6285 MUDDY AZ MK                                        3265516.0 |
 OW0314| OW0315 WASHAKIE NEEDLES HIGHEST POINT      APPROX. 8.6 KM 3575700.1 |
 OW0314|---------------------------------------------------------------------|
 OW0314
 OW0314                          SUPERSEDED SURVEY CONTROL
 OW0314
 OW0314  NAD 83(1986)-  43 40 11.02249(N)    109 11 53.32398(W) AD(       ) 1
 OW0314  NAD 27      -  43 40 11.18300(N)    109 11 50.83700(W) AD(       ) 1
 OW0314  NGVD 29 (07/19/86) 3467.8    (m)        11377.     (f) VERT ANG       
 OW0314
 OW0314.Superseded values are not recommended for survey control.
 OW0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0314.See file dsdata.txt to determine how the superseded data were derived.
 OW0314
 OW0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP4526236769(NAD 83)
 OW0314_MARKER: DD = SURVEY DISK
 OW0314_SETTING: 66 = SET IN ROCK OUTCROP
 OW0314
 OW0314  HISTORY     - Date     Condition        Report By
 OW0314  HISTORY     - 1936     MONUMENTED       USGS
 OW0314  HISTORY     - 1946     GOOD             CGS
 OW0314
 OW0314                          STATION DESCRIPTION
 OW0314
 OW0314'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 OW0314'ABOUT 21 MILES EAST AND 9 MILES NORTH OF DUBOIS, 6-1/2 MILES
 OW0314'NORTH-NORTHEAST OF FRENCHES SHEEP CAMP AT SOUTH END OF CROW CREEK
 OW0314'BASIN, ON HIGHEST POINT OF DIVIDE BETWEEN CROW CREEK AND SOUTH
 OW0314'FORK OF OWL CREEK, AND AT HEAD OF DRY CREEK.  PEAK IS KNOWN
 OW0314'LOCALLY AS MONUMENT PEAK.  TO REACH FROM LENORE POST OFFICE
 OW0314'FOLLOW ROUTE GIVEN IN DESCRIPTION OF STATION CROW (P. 188) TO
 OW0314'FRENCHS SHEEP CAMP, FROM WHICH PLACE STATION IS VISIBLE TO
 OW0314'NORTH AND EAST.  FOLLOW HORSE TRAIL UP CROW CREEK.  AT ABOUT 6 OR
 OW0314'7 MILES WHERE CREEK MAKES TURN OF ABOUT 20 DEG TO LEFT OR TO
 OW0314'NORTH-NORTHWEST, WELL-MARKED FOREST SERVICE TRAIL LEADS
 OW0314'EASTERLY THROUGH TIMBER TO WITHIN SEVERAL HUNDRED FEET IN
 OW0314'ELEVATION OF STATION.  ALTERNATE ROUTE FOLLOWS TRAIL ROAD EAST
 OW0314'FROM FRENCHS SHEEP CAMP TO TOP OF RIDGE, THENCE NORTHERLY
 OW0314'ALONG RIDGE TO STATION, ABOUT 4-HOUR HORSE PACK.  TRUCK CAN BE
 OW0314'DRIVEN OVER THIS ROUTE TO WITHIN ABOUT 2-HOUR PACK OF STATION,
 OW0314'PITCH IMMEDIATELY AFTER LEAVING ROAD AT TOP OF RIDGE BEING
 OW0314'HARDEST TO NEGOTIATE.  STATION MARK IS BRASS DISK IN
 OW0314'CONGLOMERATE ROCK OUTCROP.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OW0314'DISKS IN BOULDERS.  BOULDERS PROJECT ABOUT 10 INCHES
 OW0314'ABOVE GROUND.  NO. 1 IS 4.424 METERS (14.51 FEET) SOUTHWEST OF
 OW0314'STATION S 39 DEG 36 MIN W.  NO. 2 IS 10.993 METERS (36.07
 OW0314'FEET) NORTHWEST N 39 DEG 06 MIN W.  AZIMUTH MARK IS ON
 OW0314'DIVIDE THAT EXTENDS NORTHWEST FROM STATION, ABOUT 40 YARDS
 OW0314'NORTHWEST FROM FIRST SUMMIT NORTHWEST OF STATION, ON SMALL
 OW0314'MOUND AND 4 FEET NORTHEAST OF TRAIL, AND ABOUT 1/4 MILE FROM
 OW0314'STATION N 33 DEG 05 MIN W.  WIGGINS PEAK,
 OW0314'CAIRN AND WASHAKIE NEEDLES, HIGHEST POINT
 OW0314'CAN ALSO BE USED AS AZIMUTH MARKS.
 OW0314
 OW0314                          STATION RECOVERY (1946)
 OW0314
 OW0314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 OW0314'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND
 OW0314'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED DUE TO
 OW0314'HEAVY SNOW ON THE MOUNTAIN AND FROM THE ORIGINAL DESCRIPTION IS
 OW0314'IN ALL PROBABILITY OBSTRUCTED BY AN UNCOMPLETED LOOKOUT CABIN
 OW0314'BUILT ALONG SIDE OF THE STATION SITE.  SOME CORRECTION WERE MADE
 OW0314'ON THIS OCCUPATION ON HOW TO REACH THE STATION.  THE COMPLETE,
 OW0314'NEW DESCRIPTION FOLLOWS.
 OW0314'
 OW0314'THE STATION IS LOCATED ABOUT 21 MILES EAST AND 9 MILES NORTH OF
 OW0314'DUBOIS, ABOUT 6-1/2 MILES NORTH NORTHEAST OF WHAT WAS FORMERLY
 OW0314'FRENCHS SHEEP CAMP, (A CABIN SHED AND CORRAL) AND IS NOW USED
 OW0314'ONLY DURING CATTLE ROUNDUPS, ON THE HIGHEST POINT OF THE DIVIDE
 OW0314'BETWEEN CROW CREEK AND SOUTH FORK OF OWL CREEK AND AT THE HEAD
 OW0314'OF DRY CREEK.  THE PEAK IS KNOWN LOCALLY AS MONUMENT PEAK.
 OW0314'THE DISK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET FLUSH
 OW0314'IN THE HIGHEST POINT OF A PROMINENT OUTCROP OF ROCK ALONG THE
 OW0314'SOUTHEAST SIDE OF THE LOOKOUT CABIN, ABOUT 16 FEET LONG, 4
 OW0314'FEET HIGH AT THE HIGHEST POINT AND SLOPING TO THE SOUTHWEST.
 OW0314'THE DISK IS 5 FEET EAST OF THE EAST CORNER OF THE CABIN AND
 OW0314'IS NOT STAMPED.
 OW0314'
 OW0314'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN THE
 OW0314'SOUTHWEST END OF THE SAME ROCK OUTCROP ON WHICH THE STATION IS
 OW0314'LOCATED, SOUTHWEST OF THE STATION, 4 FEET SOUTHEAST OF THE EAST
 OW0314'CORNER OF THE CABIN AND IS STAMPED MUDDY USGS NO 1 1936.
 OW0314'
 OW0314'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN THE TOP
 OW0314'OF A 1 BY 2 FOOT BOULDER PROJECTING ABOUT 1 FOOT, NORTHWEST OF THE
 OW0314'STATION, 22 FEET NORTH NORTHWEST OF THE NORTH CORNER OF THE
 OW0314'LOOKOUT CABIN AND IS STAMPED MUDDY USGS NO 2 1936.
 OW0314'
 OW0314'THE FOLLOWING IS FROM THE ORIGINAL DESCRIPTION AS THIS PARTY DID
 OW0314'NOT RECOVER THE MARK.  THE AZIMUTH MARK IS ON THE
 OW0314'DIVIDE THAT EXTENDS NORTHWEST FROM THE STATION, ABOUT 40 YARDS
 OW0314'NORTHWEST FROM THE FIRST SUMMIT NORTHWEST OF THE STATION, ON A
 OW0314'SMALL MOUND 4 FEET NORTHWEST OF A TRAIL AND ABOUT 0.25 MILE FROM
 OW0314'THE STATION.
 OW0314'
 OW0314'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE LOOKOUT CABIN.
 OW0314'
 OW0314'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS GO EAST ON
 OW0314'U.S. HIGHWAY NO. 287 FOR 25.8 MILES, OR A POINT 0.35 MILE WEST OF
 OW0314'BURRIS POST OFFICE, HERE TURN LEFT ON A GRADED GRAVEL ROAD AND GO
 OW0314'5.6 MILES TO A T ROAD RIGHT, CONTINUE STRAIGHT AHEAD TO BRIDGE
 OW0314'OVER THE WIND RIVER AS PER SIGN.  CROSS BRIDGE AND GO UP GRADE
 OW0314'0.15 MILE THEN TURN SHARP LEFT UP A STEEP INCLINE AND GO 0.3 MILE
 OW0314'TO A FORK AT SUMMIT OF BLUFF.  TAKE THE LEFT FOR AND GO 0.5
 OW0314'MILE, HERE KEEP RIGHT FORK AND GO 0.4 MILE, AGAIN KEEP RIGHT
 OW0314'FORK AND CONTINUE 1.3 MILES.  FROM HERE CONTINUE ON WIDE MAIN
 OW0314'TRAVELLED ROAD, FOLLOWING RED, WHITE AND BLUE MARKERS, AND GO 8.5
 OW0314'MILES TO A CROSSROAD (AT ANGLE) AND CATTLE GUARD, PASS OVER
 OW0314'AND CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO ANOTHER CATTLE
 OW0314'GUARD AND THE END OF THE MARKERS.  FROM HERE CONTINUE STRAIGHT
 OW0314'AHEAD KEEPING ON BORAD WELL GRADED ROAD, KEEPING ALL LEFT
 OW0314'FORKS AND UP SWITCHBACKS FOR 8.5 MILES TO A HIGH SUMMIT AND A
 OW0314'POLE GATE.  PASS THROUGH GATE AND TURN LEFT ON AN OLD ROAD
 OW0314'TO A WIRE GATE, GO THROUGH THIS GATE, TURN RIGHT UP A STEEP
 OW0314'PITCH THEN FOLLOW ROAD DOWN INTO CROW CREEK BASIN FOR 2.3 MILES
 OW0314'TO STOCK CAMP, CABIN, CORRALS ETC.  AND THE END OF TRUCK TRAVEL.
 OW0314'FROM HERE FOLLOW TRAIL AND OLD ROAD UP BASIN FOR ABOUT 2 HOURS
 OW0314'ON HORSE TO A CLEARING AND A PINE TREE WITH A TRIANGLE BLAZE ON
 OW0314'THE RIGHT, HERE LEAVE TRAIL, TURNING RIGHT ACROSS CLEARING
 OW0314'TO A CREEK CROSSING, CROSS CREEK AND PICK UP FOREST TRAIL,
 OW0314'WELL MARKED, WHICH WINDS UP THROUGH TIMBER TO AN OPEN
 OW0314'RIDGE AND THENCE NORTHEAST TO THE STATION, ABOUT 1-1/2
 OW0314'MILES AND A 2000 FOOT CLIMB.  FROM THE END OF TRUCK TRAVEL IT
 OW0314'IS ABOUT A 3-1/2 HOUR HORSE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0684 ***********************************************************************
 NQ0684  DESIGNATION -  MUDDY
 NQ0684  PID         -  NQ0684
 NQ0684  STATE/COUNTY-  WY/CONVERSE
 NQ0684  USGS QUAD   -  GLENROCK NW (1973)
 NQ0684
 NQ0684                         *CURRENT SURVEY CONTROL
 NQ0684  ___________________________________________________________________
 NQ0684* NAD 83(1993)-  42 53 12.05489(N)    105 58 31.83239(W)     ADJUSTED  
 NQ0684* NAVD 88     -      1641.4    (meters)    5385.     (feet)  VERTCON   
 NQ0684  ___________________________________________________________________
 NQ0684  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 NQ0684  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 NQ0684
 NQ0684  HORZ ORDER  -  THIRD
 NQ0684  VERT ORDER  -  THIRD ? (See Below)
 NQ0684
 NQ0684.The horizontal coordinates were established by classical geodetic methods
 NQ0684.and adjusted by the National Geodetic Survey in January 1997..
 NQ0684
 NQ0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0684.The vertical order pertains to the NGVD 29 superseded value.
 NQ0684
 NQ0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0684
 NQ0684.The geoid height was determined by GEOID03.
 NQ0684
 NQ0684;                    North         East     Units Scale Factor Converg.
 NQ0684;SPC WY E     -   265,383.267   133,929.105   MT  0.99999119   -0 33 01.7
 NQ0684;UTM  13      - 4,748,692.662   420,341.618   MT  0.99967806   -0 39 50.1
 NQ0684
 NQ0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0684!SPC WY E     -   0.99974481  x   0.99999119  =   0.99973600
 NQ0684!UTM  13      -   0.99974481  x   0.99967806  =   0.99942295
 NQ0684
 NQ0684:                Primary Azimuth Mark                     Grid Az
 NQ0684:SPC WY E     -  SPENCE                                   354 56 23.8
 NQ0684:UTM  13      -  SPENCE                                   355 03 12.2
 NQ0684
 NQ0684|---------------------------------------------------------------------|
 NQ0684| PID    Reference Object                     Distance      Geod. Az  |
 NQ0684|                                                           dddmmss.s |
 NQ0684| NQ0685 SPENCE                              APPROX. 7.4 KM 3542322.1 |
 NQ0684|---------------------------------------------------------------------|
 NQ0684
 NQ0684                          SUPERSEDED SURVEY CONTROL
 NQ0684
 NQ0684  NAD 83(1986)-  42 53 12.03830(N)    105 58 31.81395(W) AD(       ) 3
 NQ0684  NAD 27      -  42 53 12.15953(N)    105 58 29.78178(W) AD(       ) 3
 NQ0684  NGVD 29 (07/19/86) 1640.5    (m)         5382.     (f) LEVELING    3  
 NQ0684
 NQ0684.Superseded values are not recommended for survey control.
 NQ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0684.See file dsdata.txt to determine how the superseded data were derived.
 NQ0684
 NQ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2034248693(NAD 83)
 NQ0684_MARKER: DD = SURVEY DISK
 NQ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0684_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0684+STABILITY: SURFACE MOTION
 NQ0684
 NQ0684  HISTORY     - Date     Condition        Report By
 NQ0684  HISTORY     - 1947     MONUMENTED       USGS
 NQ0684
 NQ0684                          STATION DESCRIPTION
 NQ0684
 NQ0684'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0684'LOCATED ON THE HIGHEST POINT OF A RIDGE FOLLOWING THE NORTH PLATTE
 NQ0684'RIVER ON THE N. SIDE.  ABOUT 3.00 MI. N. OF BIG MUDDY OIL FIELD AND
 NQ0684'ABOUT 6.00 MI. W. OF GLENROCK.  LOCATED IN THE S. 1/2 SEC. 28,
 NQ0684'T 34 N, R 76 W.
 NQ0684'
 NQ0684'TO REACH FROM GLENROCK, FROM POST OFFICE AT GLENROCK, GO W. ON U.S.
 NQ0684'HIGHWAY 20, 5.80 MI. TO T-RD. N. AT BIG MUDDY OIL FIELD, CROSS
 NQ0684'CATTLEGUARD AND GO N. 0.15 MI. TO OLD HIGHWAY AT PARKERTON, WYOMING.
 NQ0684'POST OFFICE, GO W. ON OLD HIGHWAY FOR 0.20 MI., THENCE N. FOR 0.30
 NQ0684'MI. TO BRIDGE OVER NORTH PLATTE RIVER, CONTINUE N. FOR 2.80 MI. TO
 NQ0684'TOP OF RIDGE.  AT THIS POINT LEAVE RD. AND GO SW. 0.20 MI. ALONG TOP
 NQ0684'OF RIDGE TO HIGH POINT AND STATION.
 NQ0684'
 NQ0684'STATION MARK--STANDARD TABLET STAMPED ---MUDDY 5382 1947--- SET IN
 NQ0684'8 IN. BY 8 IN. BY 4 FT. CONCRETE POST.
 NQ0684'
 NQ0684'REFERENCE MARKS--STANDARD REFERENCE TABLETS SET IN 8 IN. BY 8 IN.
 NQ0684'BY 4 FT. CONCRETE POSTS.
 NQ0684'
 NQ0684'NO. 1--STAMPED ---MUDDY 5379 1947--- BEING 28.25 FT.,
 NQ0684'N 06 DEG 03 MIN E, FROM STATION MARK.
 NQ0684'
 NQ0684'NO. 2--STAMPED ---MUDDY NO. 2 5382 1947--- BEING 28.65 FT.,
 NQ0684'S 69 DEG 20 MIN E, FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0313 ***********************************************************************
 OW0313  DESIGNATION -  MUDDY LOOKOUT CABIN
 OW0313  PID         -  OW0313
 OW0313  STATE/COUNTY-  WY/FREMONT
 OW0313  USGS QUAD   -  MONUMENT PEAK (1991)
 OW0313
 OW0313                         *CURRENT SURVEY CONTROL
 OW0313  ___________________________________________________________________
 OW0313* NAD 83(1993)-  43 40 11.04245(N)    109 11 53.51055(W)     ADJUSTED  
 OW0313* NAVD 88     -      3470.     (meters)   11384.     (feet)  SCALED    
 OW0313  ___________________________________________________________________
 OW0313  LAPLACE CORR-          -9.48  (seconds)                    DEFLEC99
 OW0313  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 OW0313
 OW0313  HORZ ORDER  -  THIRD
 OW0313
 OW0313.The horizontal coordinates were established by classical geodetic methods
 OW0313.and adjusted by the National Geodetic Survey in January 1997..
 OW0313
 OW0313.The orthometric height was scaled from a topographic map.
 OW0313
 OW0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0313
 OW0313.The geoid height was determined by GEOID03.
 OW0313
 OW0313;                    North         East     Units Scale Factor Converg.
 OW0313;SPC WYWC     -   352,153.702   563,855.230   MT  0.99995356   -0 18 34.1
 OW0313;UTM  12      - 4,836,769.354   645,257.979   MT  0.99985953   +1 14 39.7
 OW0313
 OW0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0313!SPC WYWC     -   0.99945758  x   0.99995356  =   0.99941117
 OW0313!UTM  12      -   0.99945758  x   0.99985953  =   0.99931719
 OW0313
 OW0313                          SUPERSEDED SURVEY CONTROL
 OW0313
 OW0313  NAD 83(1986)-  43 40 11.02932(N)    109 11 53.49982(W) AD(       ) 4
 OW0313  NAD 27      -  43 40 11.19000(N)    109 11 51.01300(W) AD(       ) 3
 OW0313
 OW0313.Superseded values are not recommended for survey control.
 OW0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0313.See file dsdata.txt to determine how the superseded data were derived.
 OW0313
 OW0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP4525836769(NAD 83)
 OW0313_MARKER: 73 = LOOKOUT HOUSE
 OW0313
 OW0313  HISTORY     - Date     Condition        Report By
 OW0313  HISTORY     - 1946     FIRST OBSERVED   CGS
 OW0313
 OW0313                          STATION DESCRIPTION
 OW0313
 OW0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OW0313'THE STATION IS THE UNFINISHED LOOKOUT CABIN AT THE SITE OF
 OW0313'TRIANGULATION STATION MUDDY (USGS) 1936.  THE NAME OF THE LOOKOUT
 OW0313'CABIN WAS NOT LEARNED AND SO WAS CALLED MUDDY LOOKOUT CABIN FROM
 OW0313'ITS LOCATION, WHICH IS ATOP WHAT IS KNOWN LOCALLY AS MONUMENT
 OW0313'PEAK AND LOCATED ABOUT 21 MILES EAST AND 9 MILES NORTH OF DUBOIS.
 OW0313'THE CABIN IS A SQUARE WOODEN STRUCTURE WITH A LOOKOUT CUPOLA AND
 OW0313'IS UNFINISHED AND UNUSED.
 OW0313'
 OW0313'DISTANCE AND TRIANGULATION STATION MUDDY (USGS) 1936 TO THE
 OW0313'CENTER OF THE CABIN IS 12.94 FEET OR 3.945 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0416 ***********************************************************************
 NR0416  DESIGNATION -  MUDHOLE
 NR0416  PID         -  NR0416
 NR0416  STATE/COUNTY-  WY/NATRONA
 NR0416  USGS QUAD   -  GARFIELD PEAK (1959)
 NR0416
 NR0416                         *CURRENT SURVEY CONTROL
 NR0416  ___________________________________________________________________
 NR0416* NAD 83(1993)-  42 48 01.80377(N)    107 21 46.86559(W)     ADJUSTED  
 NR0416* NAVD 88     -      2307.0    (meters)    7569.     (feet)  VERTCON   
 NR0416  ___________________________________________________________________
 NR0416  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 NR0416  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 NR0416
 NR0416  HORZ ORDER  -  THIRD
 NR0416
 NR0416.The horizontal coordinates were established by classical geodetic methods
 NR0416.and adjusted by the National Geodetic Survey in January 1997..
 NR0416
 NR0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0416
 NR0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0416
 NR0416.The geoid height was determined by GEOID03.
 NR0416
 NR0416;                    North         East     Units Scale Factor Converg.
 NR0416;SPC WYEC     -   355,493.094   397,571.801   MT  0.99993757   -0 01 12.6
 NR0416;UTM  13      - 4,741,369.348   306,768.029   MT  1.00005938   -1 36 21.8
 NR0416
 NR0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0416!SPC WYEC     -   0.99964026  x   0.99993757  =   0.99957785
 NR0416!UTM  13      -   0.99964026  x   1.00005938  =   0.99969962
 NR0416
 NR0416:                Primary Azimuth Mark                     Grid Az
 NR0416:SPC WYEC     -  CYCLONE                                  328 31 49.7
 NR0416:UTM  13      -  CYCLONE                                  330 06 58.9
 NR0416
 NR0416|---------------------------------------------------------------------|
 NR0416| PID    Reference Object                     Distance      Geod. Az  |
 NR0416|                                                           dddmmss.s |
 NR0416| NR0419 CYCLONE                             APPROX. 6.9 KM 3283037.1 |
 NR0416|---------------------------------------------------------------------|
 NR0416
 NR0416                          SUPERSEDED SURVEY CONTROL
 NR0416
 NR0416  NAD 83(1986)-  42 48 01.79616(N)    107 21 46.86265(W) AD(       ) 3
 NR0416  NAD 27      -  42 48 01.95411(N)    107 21 44.62988(W) AD(       ) 3
 NR0416  NGVD 29 (07/19/86) 2305.9    (m)         7565.     (f) VERT ANG       
 NR0416
 NR0416.Superseded values are not recommended for survey control.
 NR0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0416.See file dsdata.txt to determine how the superseded data were derived.
 NR0416
 NR0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0676841369(NAD 83)
 NR0416
 NR0416  HISTORY     - Date     Condition        Report By
 NR0416  HISTORY     - 1950     MONUMENTED       USGS
 NR0416  HISTORY     - 1957     GOOD             USGS
 NR0416
 NR0416                          STATION DESCRIPTION
 NR0416
 NR0416'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0416'RECOVERED IN GOOD CONDITION.
 NR0416'
 NR0416'STATION IS LOCATED ABOUT 20.0 MI. S-SW. OF WALTMAN AND ABOUT 21.0 MI.
 NR0416'S-SW. OF HILAND.  STATION IS ON A HILL SURROUNDED BY DRAINS ON ALL
 NR0416'SIDES.  THE ONLY HILL IN THIS VICINITY SO SITUATED.
 NR0416'
 NR0416'TO REACH STATION FROM HARTS STORE IN WALTMAN, GO 1.3 MI. S. ON GRADED
 NR0416'RD. TO Y-RD., TURN RIGHT (SW.) AND CONTINUE 17.75 MI. TO Y-RD., TURN
 NR0416'RIGHT (W.) AND CONTINUE 0.35 MI. TO Y-RD., CONTINUE STRAIGHT AHEAD
 NR0416'(W.) 1.96 MI. TO FENCE, GO THROUGH FENCE AND CONTINUE SW. 0.15 MI. TO
 NR0416'Y-RD., TAKE LEFT FORK AND CONTINUE S. ON WELL-TRAVELED DIRT TRACK RD.
 NR0416'FOR 2.15 MI. TO WOODEN BRIDGE CROSSING LARGE DRAIN, CONTINUE STRAIGHT
 NR0416'AHEAD (S.) 0.2 MI. TO FENCE LINE, CONTINUE STRIGHT AHEAD (S.) FOR 0.1
 NR0416'MI. TO Y-RD., TAKE LEFT FORK AND CONTINUE 5.15 MI. TO T-RD. (RD. IS N.
 NR0416'SIDE OF DRAIN), TURN LEFT (E.) AND CONTINUE ON DIRT TRACK RD. 0.15 MI.
 NR0416'TO DRAIN, CONTINUE STRAIGHT AHEAD (E.) 0.05 MI. TO T-RD., TURN LEFT N.
 NR0416'AND CONTINUE 0.2 MI. BETWEEN TWO DRAINS, CONTINUE ON, FOLLOWING THE
 NR0416'DIRT TRACK RD. WHICH WILL CROSS DRAIN AT BENDS FOR 0.5 MI. UP VALLEY
 NR0416'TO AN E-W. DRAIN, FOLLOW N. SIDE OF DRAIN FOR 0.2 MI. CROSS-COUNTRY,
 NR0416'TURN LEFT (NE.) AND FOLLOW UP RIDGE TO STATION OF W. SIDE OF HILL IN
 NR0416'BEDROCK.
 NR0416'
 NR0416'STATION MARK--A STANDARD TABLET PLACED IN A DRILLED HOLE IN BEDROCK,
 NR0416'AND STAMPED ---WR-MUDHOLE 1950 7562---.
 NR0416'
 NR0416'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0458 ***********************************************************************
 PW0458  DESIGNATION -  MUIR
 PW0458  PID         -  PW0458
 PW0458  STATE/COUNTY-  WY/JOHNSON
 PW0458  USGS QUAD   -  PLOESSERS DRAW (1972)
 PW0458
 PW0458                         *CURRENT SURVEY CONTROL
 PW0458  ___________________________________________________________________
 PW0458* NAD 83(1993)-  44 13 29.56893(N)    106 19 20.94133(W)     ADJUSTED  
 PW0458* NAVD 88     -      1459.2    (meters)    4787.     (feet)  VERTCON   
 PW0458  ___________________________________________________________________
 PW0458  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 PW0458  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 PW0458
 PW0458  HORZ ORDER  -  FIRST
 PW0458
 PW0458.The horizontal coordinates were established by classical geodetic methods
 PW0458.and adjusted by the National Geodetic Survey in January 1997..
 PW0458
 PW0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0458
 PW0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0458
 PW0458.The geoid height was determined by GEOID03.
 PW0458
 PW0458;                    North         East     Units Scale Factor Converg.
 PW0458;SPC WYEC     -   514,232.146   480,764.615   MT  1.00001769   +0 42 18.3
 PW0458;UTM  13      - 4,897,700.615   394,372.074   MT  0.99973722   -0 55 20.9
 PW0458
 PW0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0458!SPC WYEC     -   0.99977350  x   1.00001769  =   0.99979118
 PW0458!UTM  13      -   0.99977350  x   0.99973722  =   0.99951078
 PW0458
 PW0458|---------------------------------------------------------------------|
 PW0458| PID    Reference Object                     Distance      Geod. Az  |
 PW0458|                                                           dddmmss.s |
 PW0458| CQ6215 MUIR RM 1                            20.730 METERS 10442     |
 PW0458| CQ6214 MUIR AZ MK                                         1892934.9 |
 PW0458| CQ6216 MUIR RM 2                            17.350 METERS 34019     |
 PW0458|---------------------------------------------------------------------|
 PW0458
 PW0458                          SUPERSEDED SURVEY CONTROL
 PW0458
 PW0458  NAD 83(1986)-  44 13 29.54717(N)    106 19 20.91167(W) AD(       ) 1
 PW0458  NAD 27      -  44 13 29.62900(N)    106 19 18.79100(W) AD(       ) 1
 PW0458  NGVD 29 (07/19/86) 1458.4    (m)         4785.     (f) VERT ANG       
 PW0458
 PW0458.Superseded values are not recommended for survey control.
 PW0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0458.See file dsdata.txt to determine how the superseded data were derived.
 PW0458
 PW0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ9437297701(NAD 83)
 PW0458_MARKER: DS = TRIANGULATION STATION DISK
 PW0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0458
 PW0458  HISTORY     - Date     Condition        Report By
 PW0458  HISTORY     - 1934     MONUMENTED       CGS
 PW0458  HISTORY     - 1970     GOOD             USGS
 PW0458  HISTORY     - 1972     GOOD             USGS
 PW0458  HISTORY     - 1974     GOOD             DMA
 PW0458  HISTORY     - 1987     GOOD             BLM
 PW0458
 PW0458                          STATION DESCRIPTION
 PW0458
 PW0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PW0458'ABOUT 21 MILES EAST-SOUTHEAST OF BUFFALO, 6 MILES EAST OF
 PW0458'CRAZY WOMAN CREEK, 9 MILES WEST OF POWDER RIVER IN T. 49 N.,
 PW0458'R. 79 W., ON HIGHEST POINT OF SMALL RIDGE (ABOUT 0.25 MILE
 PW0458'LONG AND ABOUT 75 FEET WIDE) EXTENDING NORTHWEST AND SOUTHEAST.
 PW0458'TO REACH FROM BUFFALO POST OFFICE, FOLLOW U.S. HIGHWAY 87E
 PW0458'NORTH 0.7 MILE TO JUNCTION WITH U.S. HIGHWAY 16, TURN RIGHT
 PW0458'(EAST) ONTO HIGHWAY 16 AND GO 1.5 MILES, FOLLOW RIGHT FORK
 PW0458'SOUTHEAST (JUST AFTER CROSSING RAILROAD TRACKS) 6.95 MILES,
 PW0458'FOLLOW RIGHT FORK (STRAIGHT AHEAD) 8.2 MILES, CROSS WOODEN
 PW0458'BRIDGE OVER CRAZY WOMAN CREEK AND CONTINUE 0.35 MILE, CROSS
 PW0458'WOODEN BRIDGE OVER DRAW AND CONTINUE STRAIGHT AHEAD 2.0
 PW0458'MILES TO WHITE SCHOOLHOUSE ABOUT 1/4 MILE TO RIGHT, CONTINUE
 PW0458'STRAIGHT AHEAD (EAST) UP HILL 3.3 MILES, FOLLOW LEFT FORK
 PW0458'(UNIMPROVED ROAD) 0.5 MILE, FOLLOW RIGHT FORK 1.15 MILES TO
 PW0458'POINT WHERE ROAD MAKES SHARP RIGHT BEND AROUND HEAD OF
 PW0458'DRAW IN SMALL SADDLE, TURN LEFT AND BEAR TO RIGHT UP
 PW0458'RIDGE 0.25 MILE TO STATION SITE.  SURFACE AND
 PW0458'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 PW0458'CONCRETE.  UPPER MARK IS FLUSH WITH
 PW0458'SURFACE OF GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 PW0458'STANDARD DISKS IN CONCRETE.  NO. 1 PROJECTS 4
 PW0458'INCHES ABOVE GROUND, AND IS 20.73 METERS (68.0 FEET) FROM
 PW0458'STATION S 75 DEG 18 MIN E.  NO. 2 PROJECTS 4 INCHES
 PW0458'ABOVE GROUND, AND IS 17.35 METERS (56.9 FEET) FROM STATION
 PW0458'N 60 DEG 19 MIN E.  DISTANCE BETWEEN REFERENCE MARKS
 PW0458'IS 110.65 FEET.  AZIMUTH MARK IS ON EAST SLOPE OF FIRST RIDGE TO
 PW0458'SOUTH, 18.0 FEET WEST OF CENTER LINE OF ROAD, AND APPROXIMATELY
 PW0458'3/8 MILE FROM STATION S 09 DEG 30 MIN W.  BEARING
 PW0458'FROM STATION TO ROCK CAIRN, APPROXIMATELY 1-1/2 MILES DISTANT,
 PW0458'N 65 DEG 38 MIN W, AND TO CONE-SHAPED MOUNTAIN
 PW0458'N 27 DEG 39 MIN W.
 PW0458
 PW0458                          STATION RECOVERY (1970)
 PW0458
 PW0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PW0458'NEW ROUTE DESCRIPTION--
 PW0458'
 PW0458'TO REACH FROM THE JUNCTIONS OF U.S. HWY. 18 AND INTERSTATE 90 W.
 PW0458'OF BUFFALO, WYOMING.  PROCEED E. ON INTERSTATE 90 19.3 MI.
 PW0458'TO SCHOONOVER ROAD.  THENCE W. ON SCHOONOVER RD. 0.1 MI. TO A
 PW0458'T-RD AND UNDERPASS ON THE LEFT, TAKE LEFT FORK UNDER THE
 PW0458'UNDERPASS 0.2 MI. TO A T-RD. TAKE RIGHT FORK E. 0.6 MI. TO
 PW0458'A Y-RD. N.  CONTINUE E. ON GRADED DIRT ROAD 1.2 MI. TO HEAD
 PW0458'OF DRAIN AND DIM TRACK ROAD NW, TAKE TRACK ROAD NE. 0.2 MILE
 PW0458'TO THE TOP OF HILL AND STATION.
 PW0458
 PW0458                          STATION RECOVERY (1972)
 PW0458
 PW0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (GGK)
 PW0458'TO REACH THE STATION FROM THE INT. OF U.S. HWY. 87 AND 16 IN
 PW0458'BUFFALO, WYOMING PROCEEDE EAST ALONG U.S. HWY. 16 2.0 MI.
 PW0458'TO THE JCT. OF U.S. HWY. 16 AND INTERSTATE 90, PROCEEDE EAST
 PW0458'ALONG INTERSTATE 90 18.9 MI. TH THE SCHOONOVER RD. EXIT.
 PW0458'TAKE THE EXIT AND PROCEEDE LEFT, UNDER INTERSTATE 90 TO THE
 PW0458'GRADED, GRAVEL, FRONTAGE RD. ON THE NORTH SIDE OF THE HWY.
 PW0458'TURN RIGHT, EAST, AND CONTINUE 0.6 MI. TO A T-RD. AND SIGN,
 PW0458'DIXON RANCH, CONTINUE STRAIGHT AHEAD, EAST, 1.1 MI. TO A SHARP
 PW0458'BEND AND DRAIN X-ING, TURN LEFT AND BEAR RIGHT UP RIDGE
 PW0458'0.25 MI. TO THE STATION.
 PW0458
 PW0458                          STATION RECOVERY (1974)
 PW0458
 PW0458'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 PW0458'THE STATION WAS RECOVERED IN GOOD CONDITION AS WERE THE REFERENCE
 PW0458'MARKS AND THE AZIMUTH MARK.  A NEW DESCRIPTION IS AS FOLLOWS--TO
 PW0458'REACH FROM THE POST OFFICE IN BUFFALO, WYOMING, PROCEED NORTH ON
 PW0458'MAIN STREET FOR 0.7 MILES TO THE JUNCTION OF US 16 EAST.  TURN
 PW0458'RIGHT, EAST ON US 16 AND CONTINUE FOR 2.0 MILES TO JUNCTION OF US 16
 PW0458'AND INTERSTATE 90.  TURN RIGHT, EAST ON 1-90 AND CONTINUE
 PW0458'FOR 19.6 MILES TO JUNCTION OF I-90 AND SCHOONOVER ROAD.  EXIT
 PW0458'RIGHT, SOUTHERLY ON SCHOONOVER ROAD AND CONTINUE FOR 0.2 MILES TO
 PW0458'T-INTERSECTION.  TURN LEFTUNDER THE OVERPASSES NORTH FOR 0.15
 PW0458'MILES TO T-INTERSECTION.  TURN RIGHT FOR ABOUT 60 FEET TO
 PW0458'T-ROAD.  TURN RIGHT, EAST AND CONTINUE FOR 0.7 MILES TO ROAD
 PW0458'FORK.  TAKE THE RIGHT FORK AND CONTINUE FOR 0.9 MILES AND
 PW0458'THE AZIMUTH MARK ON THE LEFT ABOUT 25 FEET WEST OF THE ROAD.
 PW0458'CONTINUE AHEAD FOR 0.2 MILES TO A SHARP CURVE RIGHT.  TURN
 PW0458'LEFT, NORTH ON TRACK ROAD AND CONTINUE UP HILL TO THE TOP OF THE
 PW0458'RIDGE FOR 0.2 MILES.  TURN LEFT NORTH ON THE TOP OF THE RIDGE AND
 PW0458'CONTINUE FOR 0.05 MILES AND THE STATION.
 PW0458
 PW0458                          STATION RECOVERY (1987)
 PW0458
 PW0458'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 PW0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1182 ***********************************************************************
 MO1182  DESIGNATION -  MULE
 MO1182  PID         -  MO1182
 MO1182  STATE/COUNTY-  WY/PLATTE
 MO1182  USGS QUAD   -  DELANO RANCH (1976)
 MO1182
 MO1182                         *CURRENT SURVEY CONTROL
 MO1182  ___________________________________________________________________
 MO1182* NAD 83(1993)-  41 44 27.75964(N)    105 11 04.00837(W)     ADJUSTED  
 MO1182* NAVD 88     -      2120.3    (meters)    6956.     (feet)  VERTCON   
 MO1182  ___________________________________________________________________
 MO1182  LAPLACE CORR-         -11.45  (seconds)                    DEFLEC99
 MO1182  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 MO1182
 MO1182  HORZ ORDER  -  THIRD
 MO1182
 MO1182.The horizontal coordinates were established by classical geodetic methods
 MO1182.and adjusted by the National Geodetic Survey in January 1997..
 MO1182
 MO1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1182
 MO1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1182
 MO1182.The geoid height was determined by GEOID03.
 MO1182
 MO1182;                    North         East     Units Scale Factor Converg.
 MO1182;SPC WY E     -   137,817.263   198,521.040   MT  0.99993753   -0 00 42.6
 MO1182;UTM  13      - 4,621,041.761   484,662.779   MT  0.99960289   -0 07 22.1
 MO1182
 MO1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1182!SPC WY E     -   0.99966957  x   0.99993753  =   0.99960712
 MO1182!UTM  13      -   0.99966957  x   0.99960289  =   0.99927259
 MO1182
 MO1182:                Primary Azimuth Mark                     Grid Az
 MO1182:SPC WY E     -  ORO                                      279 58 27.6
 MO1182:UTM  13      -  ORO                                      280 05 07.1
 MO1182
 MO1182|---------------------------------------------------------------------|
 MO1182| PID    Reference Object                     Distance      Geod. Az  |
 MO1182|                                                           dddmmss.s |
 MO1182| MO1183 ORO                                 APPROX. 5.0 KM 2795745.0 |
 MO1182|---------------------------------------------------------------------|
 MO1182
 MO1182                          SUPERSEDED SURVEY CONTROL
 MO1182
 MO1182  NAD 83(1986)-  41 44 27.74363(N)    105 11 04.00444(W) AD(       ) 3
 MO1182  NAD 27      -  41 44 27.84303(N)    105 11 02.07974(W) AD(       ) 3
 MO1182  NGVD 29 (07/19/86) 2119.4    (m)         6953.     (f) VERT ANG       
 MO1182
 MO1182.Superseded values are not recommended for survey control.
 MO1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1182.See file dsdata.txt to determine how the superseded data were derived.
 MO1182
 MO1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG8466321042(NAD 83)
 MO1182
 MO1182  HISTORY     - Date     Condition        Report By
 MO1182  HISTORY     - UNK      MONUMENTED
 MO1182  HISTORY     - 1953     GOOD             USGS
 MO1182  HISTORY     - 1962     GOOD             USGS
 MO1182
 MO1182                          STATION DESCRIPTION
 MO1182
 MO1182'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (JHL)
 MO1182'STATION IS LOCATED ON TOP OF A HOGBACK MOUNTAIN, ABOUT 21 MI. S. AND
 MO1182'11 MI. W. OF WHEATLAND.  THE MOUNTAIN IS THE SECOND ONE FROM THE S.
 MO1182'OF N-S. LINE OF HOGBACK MOUNTAINS.
 MO1182'
 MO1182'TO REACH STATION FROM WHEATLAND POST OFFICE, GO S. ON U.S. HIGHWAY 87
 MO1182'FOR 6.6 MI. TO JUNCTION WITH HIGHWAY 3, THEN 19.3 MI. IN A SW.
 MO1182'DIRECTION ON HIGHWAY 34 TO A JUNCTION WITH RANCH RD., LEFT (S.) IN A
 MO1182'SOUTHERLY DIRECTION 6.3 MI. TO A POINT WHERE RD. TURNS AND GOES
 MO1182'DEFINITELY IN AN EASTERLY DIRECTION.  THERE IS A RD. JUNCTION AT THIS
 MO1182'POINT.  CONTINUE E. ON THIS RD. 2.0 MI. TO RD. JUNCTION AT THE MARTIN
 MO1182'RANCH, THEN RIGHT FOR 1.4 MI. TO CREEK AND DIM TRAIL, THEN LEFT ON DIM
 MO1182'TRAIL FOR 0.3 MI., LEAVE TRAIL, CONTINUE STRAIGHT UP HILL 0.4 MI. TO
 MO1182'FENCE GATE, GO THROUGH FENCE GATE N. AND E. 0.3 MI. TO FENCE AND END
 MO1182'OF TRUCK TRAVEL.  THEN 0.4 MI. IN A NE. DIRECTION TO THE TOP OF
 MO1182'MOUNTAIN AND STATION.
 MO1182'
 MO1182'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 MO1182'
 MO1182'STATION MARK--STANDARD TABLET, SET IN A ROCK OUTCROP, STAMPED
 MO1182'---MULE 1951---.
 MO1182'
 MO1182'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN A ROCK
 MO1182'OUTCROP, 26.30 FT. FROM STATION, N 87 DEG 54 MIN W.
 MO1182'
 MO1182'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN A ROCK
 MO1182'OUTCROP, 22.30 FT. FROM STATION, S 23 DEG 34 MIN E.
 MO1182
 MO1182                          STATION RECOVERY (1962)
 MO1182
 MO1182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (DRG)
 MO1182'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0583 ***********************************************************************
 NQ0583  DESIGNATION -  MULE
 NQ0583  PID         -  NQ0583
 NQ0583  STATE/COUNTY-  WY/CONVERSE
 NQ0583  USGS QUAD   -  DOUGLAS (1974)
 NQ0583
 NQ0583                         *CURRENT SURVEY CONTROL
 NQ0583  ___________________________________________________________________
 NQ0583* NAD 83(1993)-  42 45 54.55655(N)    105 28 50.65722(W)     ADJUSTED  
 NQ0583* NAVD 88     -      1555.4    (meters)    5103.     (feet)  VERTCON   
 NQ0583  ___________________________________________________________________
 NQ0583  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 NQ0583  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 NQ0583
 NQ0583  HORZ ORDER  -  SECOND
 NQ0583
 NQ0583.The horizontal coordinates were established by classical geodetic methods
 NQ0583.and adjusted by the National Geodetic Survey in January 1997..
 NQ0583
 NQ0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0583
 NQ0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0583
 NQ0583.The geoid height was determined by GEOID03.
 NQ0583
 NQ0583;                    North         East     Units Scale Factor Converg.
 NQ0583;SPC WY E     -   251,614.165   174,294.589   MT  0.99994563   -0 12 47.7
 NQ0583;UTM  13      - 4,734,848.194   460,666.891   MT  0.99961903   -0 19 35.1
 NQ0583
 NQ0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0583!SPC WY E     -   0.99975834  x   0.99994563  =   0.99970399
 NQ0583!UTM  13      -   0.99975834  x   0.99961903  =   0.99937747
 NQ0583
 NQ0583|---------------------------------------------------------------------|
 NQ0583| PID    Reference Object                     Distance      Geod. Az  |
 NQ0583|                                                           dddmmss.s |
 NQ0583| CQ3570 MULE RM 1                             8.460 METERS 04932     |
 NQ0583| CQ3569 MULE AZ MK                                         0912019.5 |
 NQ0583| CQ3571 MULE RM 2                             8.025 METERS 15802     |
 NQ0583|---------------------------------------------------------------------|
 NQ0583
 NQ0583                          SUPERSEDED SURVEY CONTROL
 NQ0583
 NQ0583  NAD 83(1986)-  42 45 54.53678(N)    105 28 50.64337(W) AD(       ) 2
 NQ0583  NAD 27      -  42 45 54.65500(N)    105 28 48.68500(W) AD(       ) 2
 NQ0583  NGVD 29 (07/19/86) 1554.5    (m)         5100.     (f) VERT ANG       
 NQ0583
 NQ0583.Superseded values are not recommended for survey control.
 NQ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0583.See file dsdata.txt to determine how the superseded data were derived.
 NQ0583
 NQ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6066734848(NAD 83)
 NQ0583_MARKER: DS = TRIANGULATION STATION DISK
 NQ0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0583
 NQ0583  HISTORY     - Date     Condition        Report By
 NQ0583  HISTORY     - 1948     MONUMENTED       CGS
 NQ0583
 NQ0583                          STATION DESCRIPTION
 NQ0583
 NQ0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0583'THE STATION IS LOCATED IN T. 32 N., R. 72 W., ON THE HIGHEST
 NQ0583'POINT OF A SMALL GRASSY HILL THAT DROPS SHARP TO THE NORTH
 NQ0583'AND IS FLAT TO THE SOUTH, ABOUT 5 MILES AIRLINE WEST OF DOUGLAS,
 NQ0583'150 FEET EAST-SOUTHEAST OF A BOARD GATE IN FENCE CORNER,
 NQ0583'50 FEET SOUTH OF FENCE THAT RUNS BETWEEN THE ROAD AND STATION,
 NQ0583'AND 8 FEET EAST OF A WHITE WITNESS POST.  IT IS FLUSH WITH THE
 NQ0583'GROUND AND IS STAMPED, MULE 1948.
 NQ0583'
 NQ0583'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 NQ0583'STATION MARK.  IT PROJECTS 4 INCHES AND IS STAMPED, MULE NO 1
 NQ0583'1948.
 NQ0583'
 NQ0583'REFERENCE MARK NO. 2 IS APPROXIMATELY 18 INCHES LOWER THAN THE
 NQ0583'STATION MARK.  IT PROJECTS 2 INCHES AND IS STAMPED, MULE NO 2
 NQ0583'1948.
 NQ0583'
 NQ0583'THE AZIMUTH MARK IS ON A SMALL KNOLL 200 FEET SOUTH OF HIGHWAYS
 NQ0583'20 AND 87, 100 FEET SOUTH-SOUTHWEST OF WIRE GATE IN FENCE CORNER,
 NQ0583'50 FEET WEST OF A NORTH-SOUTH FENCE, AND 8 FEET NORTH OF A WHITE
 NQ0583'WITNESS POST.  IT IS FLUSH WITH THE GROUND AND IS STAMPED,
 NQ0583'MULE 1948.
 NQ0583'
 NQ0583'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DOUGLAS
 NQ0583'GO WEST ON U.S. HIGHWAY 87 AND 20 FOR 4.8 MILES TO FORK.  TAKE
 NQ0583'LEFT FORK STRAIGHT AHEAD FOR 0.2 MILE TO SMALL HILL ON LEFT
 NQ0583'AND END OF TRUCK TRAVEL.  THE STATION IS ABOUT 75 FEET SOUTH
 NQ0583'FROM THE END OF TRUCK TRAVEL.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0515 ***********************************************************************
 PV0515  DESIGNATION -  MULE
 PV0515  PID         -  PV0515
 PV0515  STATE/COUNTY-  WY/CROOK
 PV0515  USGS QUAD   -  GRASSHOPPER BUTTE (1984)
 PV0515
 PV0515                         *CURRENT SURVEY CONTROL
 PV0515  ___________________________________________________________________
 PV0515* NAD 83(1993)-  44 16 06.29487(N)    104 45 34.78002(W)     ADJUSTED  
 PV0515* NAVD 88     -      1322.9    (meters)    4340.     (feet)  VERTCON   
 PV0515  ___________________________________________________________________
 PV0515  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 PV0515  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 PV0515
 PV0515  HORZ ORDER  -  THIRD
 PV0515
 PV0515.The horizontal coordinates were established by classical geodetic methods
 PV0515.and adjusted by the National Geodetic Survey in January 1997..
 PV0515
 PV0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0515
 PV0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0515
 PV0515.The geoid height was determined by GEOID03.
 PV0515
 PV0515;                    North         East     Units Scale Factor Converg.
 PV0515;SPC WY E     -   418,652.941   232,494.813   MT  0.99995048   +0 17 02.8
 PV0515;UTM  13      - 4,901,713.916   519,181.876   MT  0.99960452   +0 10 03.9
 PV0515
 PV0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0515!SPC WY E     -   0.99979482  x   0.99995048  =   0.99974531
 PV0515!UTM  13      -   0.99979482  x   0.99960452  =   0.99939942
 PV0515
 PV0515:                Primary Azimuth Mark                     Grid Az
 PV0515:SPC WY E     -  BELLE FOURCHE                            293 50 14.9
 PV0515:UTM  13      -  BELLE FOURCHE                            293 57 13.8
 PV0515
 PV0515|---------------------------------------------------------------------|
 PV0515| PID    Reference Object                     Distance      Geod. Az  |
 PV0515|                                                           dddmmss.s |
 PV0515| PV0516 BELLE FOURCHE                       APPROX.12.6 KM 2940717.7 |
 PV0515|---------------------------------------------------------------------|
 PV0515
 PV0515                          SUPERSEDED SURVEY CONTROL
 PV0515
 PV0515  NAD 83(1986)-  44 16 06.28611(N)    104 45 34.76455(W) AD(       ) 3
 PV0515  NAD 27      -  44 16 06.35073(N)    104 45 32.88280(W) AD(       ) 3
 PV0515  NGVD 29 (07/19/86) 1322.3    (m)         4338.     (f) VERT ANG       
 PV0515
 PV0515.Superseded values are not recommended for survey control.
 PV0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0515.See file dsdata.txt to determine how the superseded data were derived.
 PV0515
 PV0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK1918201714(NAD 83)
 PV0515_MARKER: DD = SURVEY DISK
 PV0515_SETTING: 0 = UNSPECIFIED SETTING
 PV0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0515
 PV0515  HISTORY     - Date     Condition        Report By
 PV0515  HISTORY     - 1955     MONUMENTED       USGS
 PV0515
 PV0515                          STATION DESCRIPTION
 PV0515
 PV0515'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PV0515'STATION IS LOCATED 12.0 MI. NW. OF UPTON, ABOUT 6.0 MI. N. OF
 PV0515'THORNTON, ON TOP OF A LOW GRASS COVERED N-S. RIDGE, 1.0 MI. W. OF A
 PV0515'N-S. RD. AND 2.0 MI. W. OF THE HEAD OF MULE CREEK, IN CROOK COUNTY.
 PV0515'
 PV0515'TO REACH FROM THORNTON, GO N. ON GRADED RD. FOR 7.0 MI. TO TRACK RD.
 PV0515'W., TURN LEFT (W.) AND FOLLOW TRACK RD. FOR 1.0 MI. TO GATE AND FENCE
 PV0515'CORNER, GO THROUGH GATE, TURN LEFT (SW.) AND CONTINUE 0.3 MI. ACROSS
 PV0515'PASTURE TO TOP OF RIDGE AND STATION.
 PV0515'
 PV0515'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST, STAMPED
 PV0515'---MULE 1955---.
 PV0515'
 PV0515'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0543 ***********************************************************************
 MP0543  DESIGNATION -  MULLEN
 MP0543  PID         -  MP0543
 MP0543  STATE/COUNTY-  WY/CARBON
 MP0543  USGS QUAD   -  OVERLOOK HILL (1992)
 MP0543
 MP0543                         *CURRENT SURVEY CONTROL
 MP0543  ___________________________________________________________________
 MP0543* NAD 83(1993)-  41 11 21.90894(N)    106 28 24.70579(W)     ADJUSTED  
 MP0543* NAVD 88     -      2602.7    (meters)    8539.     (feet)  VERTCON   
 MP0543  ___________________________________________________________________
 MP0543  LAPLACE CORR-           8.24  (seconds)                    DEFLEC99
 MP0543  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 MP0543
 MP0543  HORZ ORDER  -  THIRD
 MP0543
 MP0543.The horizontal coordinates were established by classical geodetic methods
 MP0543.and adjusted by the National Geodetic Survey in January 1997..
 MP0543
 MP0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0543
 MP0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0543
 MP0543.The geoid height was determined by GEOID03.
 MP0543
 MP0543;                    North         East     Units Scale Factor Converg.
 MP0543;SPC WYEC     -   176,912.255   472,128.125   MT  1.00000151   +0 33 58.5
 MP0543;SPC WY E     -    77,379.303    90,367.819   MT  1.00008537   -0 51 38.6
 MP0543;UTM  13      - 4,560,831.301   376,427.551   MT  0.99978793   -0 58 13.9
 MP0543
 MP0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0543!SPC WYEC     -   0.99959362  x   1.00000151  =   0.99959513
 MP0543!SPC WY E     -   0.99959362  x   1.00008537  =   0.99967896
 MP0543!UTM  13      -   0.99959362  x   0.99978793  =   0.99938164
 MP0543
 MP0543|---------------------------------------------------------------------|
 MP0543| PID    Reference Object                     Distance      Geod. Az  |
 MP0543|                                                           dddmmss.s |
 MP0543| CP6291 MULLEN RM 1                          15.463 METERS 08620     |
 MP0543| CP6290 MULLEN AZ MK                                       1794247.8 |
 MP0543| CP6292 MULLEN RM 2                          21.346 METERS 21639     |
 MP0543|---------------------------------------------------------------------|
 MP0543
 MP0543                          SUPERSEDED SURVEY CONTROL
 MP0543
 MP0543  NAD 83(1986)-  41 11 21.90295(N)    106 28 24.70436(W) AD(       ) 3
 MP0543  NAD 27      -  41 11 22.00500(N)    106 28 22.63600(W) AD(       ) 3
 MP0543  NGVD 29 (07/19/86) 2601.4    (m)         8535.     (f) VERT ANG       
 MP0543
 MP0543.Superseded values are not recommended for survey control.
 MP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0543.See file dsdata.txt to determine how the superseded data were derived.
 MP0543
 MP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF7642860831(NAD 83)
 MP0543_MARKER: DS = TRIANGULATION STATION DISK
 MP0543_SETTING: 66 = SET IN ROCK OUTCROP
 MP0543
 MP0543  HISTORY     - Date     Condition        Report By
 MP0543  HISTORY     - 1949     MONUMENTED       CGS
 MP0543  HISTORY     - 1959     GOOD             USGS
 MP0543
 MP0543                          STATION DESCRIPTION
 MP0543
 MP0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0543'THE STATION IS LOCATED ON A MOUNTAIN HAVING TIMBER ON THE NORTH,
 MP0543'EAST AND WEST SLOPES.  THE SOUTHERN SLOPE IS BARE EXCEPT FOR
 MP0543'SAGEBRUSH.  THE STATION IS ABOUT 16 MILES AIR LINE EAST-SOUTHEAST
 MP0543'OF ENCAMPMENT, ABOUT 8.0 MILES AIR LINE WEST OF THE CARBON-ALBANY
 MP0543'COUNTY LINE, AND ABOUT 1.0 MILE AIR LINE NORTHEAST OF THE NORTH
 MP0543'PLATTE RIVER, AT THE NEAREST POINT.  THE STATION MARK IS SET ON
 MP0543'THE HIGHEST POINT OF THE BARE AREA.  ABOUT 30 YARDS SOUTH OF
 MP0543'THE EDGE OF THE TIMBER, ABOUT 30 YARDS NORTH OF AN EAST-WEST
 MP0543'FENCE LINE, PROJECTS 8 INCHES AND IS STAMPED, MULLEN 1949.
 MP0543'
 MP0543'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MP0543'STATION, PROJECTS 5 INCHES AND IS STAMPED, MULLEN NO 1 1949.
 MP0543'
 MP0543'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 MP0543'STATION, PROJECTS 10 INCHES AND IS STAMPED, MULLEN NO 2 1949.
 MP0543'
 MP0543'THE AZIMUTH MARK IS LOCATED ON THE SOUTHERN SLOPE OF THE MOUNTAIN,
 MP0543'6 FEET SOUTHWEST OF A 3 FOOT CAIRN, ABOUT 30 YARDS SOUTH OF AN
 MP0543'EAST-WEST FENCE LINE, PROJECTS 3 FEET AND IS STAMPED, MULLEN
 MP0543'1949.
 MP0543'
 MP0543'TO REACH THE STATION FROM THE POST OFFICE IN LARAMIE, GO
 MP0543'NORTH ONE BLOCK, TURN LEFT, WEST AND FOLLOW STATE HIGHWAY 130 FOR
 MP0543'2.0 MILES TO JUNCTION WITH STATE HIGHWAY 230.  TAKE THE
 MP0543'RIGHT FORK, 130, FOR 21.4 MILES TO A T-INTERSECTION.  TURN LEFT,
 MP0543'OFF THE HIGHWAY AND FOLLOW THE GRAVELED ROAD FOR 8.5 MILES TO A
 MP0543'T-INTERSECTION.  TURN RIGHT, WEST AND FOLLOW THE MAIN ROAD FOR
 MP0543'10.8 MILES TO FORKS AT THE DOUGLAS CREEK BRIDGE.  TURN RIGHT AS
 MP0543'PER SIGN, KEYSTONE 1, AND FOLLOW THE ROAD NORTHERLY FOR
 MP0543'4.1 MILES TO FORKS.  TAKE THE LEFT FORK CROSSING BEAR CREEK
 MP0543'AND FOLLOW THE MAIN ROAD WESTERLY FOR 9.2 MILES TO THE
 MP0543'BRIDGE OVER NORTH MULLEN CREEK.  CONTINUE WESTERLY ON THE
 MP0543'MAIN ROAD FOR 7.0 MILES TO A TRACK ROAD LEFT JUST BEFORE THE
 MP0543'ROAD MAKES A SHARP CURVE TO THE RIGHT.  TURN LEFT ON THE
 MP0543'TRACK ROAD AND FOLLOW IT FOR 1.25 MILES TO FORKS.  KEEP
 MP0543'THE RIGHT FORK FOR 0.15 MILE TO DIM TRACKS ON THE RIGHT,
 MP0543'WEST.  TURN RIGHT AND GO 0.15 MI. TO THE EDGE OF A BIRCH TREE
 MP0543'GROVE AND END OF TRUCK TRAVEL FOR A TWO WHEEL DRIVE
 MP0543'VEHICLE.  FROM HERE A FOUR WHEEL DRIVE VEHICLE CAN BE DRIVEN
 MP0543'THROUGH THE TIMBER ON AN OLD ROAD AND UP ONTO A RIDGE.
 MP0543'THENCE LEFT ALONG THE RIDGE FOR ABOUT A TOTAL DISTANCE OF
 MP0543'0.6 MILE TO A STEEP SLOPE ON THE LEFT.  FROM HERE PACK EAST
 MP0543'THENCE SOUTH THROUGH THE TIMBER TO THE STATION AS DESCRIBED
 MP0543'ABOVE.  A 15 MINUTE PACK.
 MP0543
 MP0543                          STATION RECOVERY (1959)
 MP0543
 MP0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0543'RECOVERED AND REDESCRIBED AS FOLLOWS
 MP0543'
 MP0543'TO REACH STATION FROM THE HIGHWAY JUNCTION IN RIVERSIDE, WYOMING, GO
 MP0543'E. ON HIGHWAY 230 4.1 MI. TO A GRADED RD. N. AND SIGN ---FRENCH CREEK
 MP0543'RANCH 15 MILES---, GO N. ON RD. 0.4 MI. TO A Y-RD. JUNCTION, TURN
 MP0543'RIGHT (NE.), GO 4.3 MI. TO A Y-RD. ON THE S. BANK OF THE PLATTE RIVER,
 MP0543'BEAR RIGHT FOR 5.3 MI. ON GRADED RD. TO A BRIDGE OVER THE PLATTE
 MP0543'RIVER, CONTINUE ALONG GRADED RD. 4.5 MI. TO A Y-RD. AND SIGN
 MP0543'---FRENCH CREEK RANCH---, CONTINUE ON GRADED RD. 1.0 MI. TO A SHARP
 MP0543'HAIR PIN TURN, TRAIL S., AND SIGN ---MULLEN CREEK 3 MILES---, TURN
 MP0543'S. ON TRAIL, GO 1.2 MI. TO A Y-TRAIL, BEAR RIGHT ON TRAIL FOR 0.9
 MP0543'MI. TO A TRAIL FORK ON TOP OF RIDGE, BEAR LEFT ON TRAIL 0.5 MI. TO
 MP0543'END OF TRAVEL FOR TWO WHEEL DRIVE VEHICLES, FROM HERE A JEEP CAN BE
 MP0543'DRIVEN ON UP STEEP TRAIL TO HIGHEST POINT AND STATION SITE, ABOUT A
 MP0543'15 MINUTE PACK WITHOUT A JEEP.
 MP0543'
 MP0543'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---MULLEN 1949---,
 MP0543'CEMENTED IN A BOULDER PROJECTING 0.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0811 ***********************************************************************
 OX0811  DESIGNATION -  MUNGER
 OX0811  PID         -  OX0811
 OX0811  STATE/COUNTY-  WY/TETON
 OX0811  USGS QUAD   -  MUNGER MOUNTAIN (1996)
 OX0811
 OX0811                         *CURRENT SURVEY CONTROL
 OX0811  ___________________________________________________________________
 OX0811* NAD 83(1993)-  43 20 33.78227(N)    110 46 48.01778(W)     ADJUSTED  
 OX0811* NAVD 88     -      2556.3    (meters)    8387.     (feet)  VERTCON   
 OX0811  ___________________________________________________________________
 OX0811  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 OX0811  GEOID HEIGHT-         -10.14  (meters)                     GEOID03
 OX0811
 OX0811  HORZ ORDER  -  FIRST
 OX0811
 OX0811.The horizontal coordinates were established by classical geodetic methods
 OX0811.and adjusted by the National Geodetic Survey in January 1997..
 OX0811
 OX0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0811
 OX0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0811
 OX0811.The geoid height was determined by GEOID03.
 OX0811
 OX0811;                    North         East     Units Scale Factor Converg.
 OX0811;SPC WY W     -   415,961.661   743,512.917   MT  0.99997674   -0 28 41.5
 OX0811;UTM  12      - 4,798,897.609   517,831.455   MT  0.99960391   +0 09 03.6
 OX0811
 OX0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0811!SPC WY W     -   0.99960088  x   0.99997674  =   0.99957763
 OX0811!UTM  12      -   0.99960088  x   0.99960391  =   0.99920495
 OX0811
 OX0811:                Primary Azimuth Mark                     Grid Az
 OX0811:SPC WY W     -  JACKSON PEAK CAIRN                       043 29 31.3
 OX0811:UTM  12      -  JACKSON PEAK CAIRN                       042 51 46.2
 OX0811
 OX0811|---------------------------------------------------------------------|
 OX0811| PID    Reference Object                     Distance      Geod. Az  |
 OX0811|                                                           dddmmss.s |
 OX0811| OX0796 JACKSON PEAK CAIRN                  APPROX.18.2 KM 0430049.8 |
 OX0811| CP6293 MUNGER AZ MK                                       1890729.5 |
 OX0811| CP6294 MUNGER RM 1                           6.018 METERS 21852     |
 OX0811| CP6295 MUNGER RM 2                           5.847 METERS 30510     |
 OX0811|---------------------------------------------------------------------|
 OX0811
 OX0811                          SUPERSEDED SURVEY CONTROL
 OX0811
 OX0811  NAD 83(1993)-  43 20 33.77870(N)    110 46 48.01300(W) AD(       ) 1
 OX0811  NAD 83(1986)-  43 20 33.77176(N)    110 46 48.00490(W) AD(       ) 1
 OX0811  NAD 27      -  43 20 34.03400(N)    110 46 45.28000(W) AD(       ) 1
 OX0811  NGVD 29 (07/19/86) 2555.0    (m)         8383.     (f) VERT ANG       
 OX0811
 OX0811.Superseded values are not recommended for survey control.
 OX0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0811.See file dsdata.txt to determine how the superseded data were derived.
 OX0811
 OX0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN1783198898(NAD 83)
 OX0811_MARKER: DS = TRIANGULATION STATION DISK
 OX0811_SETTING: 66 = SET IN ROCK OUTCROP
 OX0811
 OX0811  HISTORY     - Date     Condition        Report By
 OX0811  HISTORY     - 1946     MONUMENTED       CGS
 OX0811  HISTORY     - 1963     GOOD             USGS
 OX0811
 OX0811                          STATION DESCRIPTION
 OX0811
 OX0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0811'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASSY HILL
 OX0811'KNOWN AS MUNGER MTN., AND THE LOCATION OF THE MUNGER MTN.
 OX0811'LOOKOUT CABIN.  THE HILL IS NORTH OF THE LITTLE FALL RIVER,
 OX0811'ABOUT 3 MILES FROM ITS MOUTH AND 3 MILES AIRLINE NORTHWEST
 OX0811'OF THE JUNCTION OF U.S. HIGHWAYS NO. 89 AND 187 AT THE MOUTH
 OX0811'OF THE HOBACK RIVER.  THE DISK IS SET FLUSH IN ROCK OUTCROP
 OX0811'ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND, 6.8 FT. EAST OF
 OX0811'THE EAST CORNER OF THE LOOKOUT CABIN, 18.6 FT. NORTHEAST OF
 OX0811'THE SOUTH CORNER OF THE CABIN AND IS STAMPED MUNGER 1946.
 OX0811'THERE IS SUPPOSEDLY A U.S. GEOLOGICAL SURVEY DISK SET UNDER
 OX0811'THE FLOOR OF THE LOOKOUT CABIN BUT IT IS IMPOSSIBLE TO GET
 OX0811'UNDER THE FLOOR OF THE CABIN AND SO THIS MARK WAS NOT
 OX0811'RECOVERED.
 OX0811'
 OX0811'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN ROCK OUTCROP ABOUT
 OX0811'2 FEET LOWER THAN THE STATION AND IS STAMPED MUNGER NO 1 1946.
 OX0811'IT IS SOUTH BY WEST OF THE STATION, 9 FEET EAST OF THE SOUTH
 OX0811'CORNER OF THE CABIN AND 16-1/2 FEET SOUTHEAST OF THE EAST
 OX0811'CORNER OF THE CABIN.
 OX0811'
 OX0811'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN THE CONCRETE BASE
 OX0811'OF THE NORTH CORNER OF THE LOOKOUT CABIN, FLUSH WITH THE GROUND
 OX0811'STAMPED MUNGER NO 2 1946 AND IS NORTHWEST OF THE STATION.
 OX0811'
 OX0811'THE AZIMUTH MARK IS A DISK SET FLUSH IN ROCK OUTCROP PROJECTING
 OX0811'ABOUT 1 FOOT AND IS STAMPED MUNGER 1946.  IT IS ABOUT 0.1
 OX0811'MILE SOUTH OF THE STATION ON THE SAME RIDGE AS THE LOOKOUT
 OX0811'CABIN AND STATION.
 OX0811'
 OX0811'TO REACH THE STATION FROM THE SQUARE IN JACKSON GO WEST AND
 OX0811'SOUTH ON U.S. HIGHWAY NO. 187 AND NO. 89 FOR 14 MILES TO A
 OX0811'JUNCTION, TURN RIGHT ON HIGHWAY NO. 89 AND FOLLOW FOR 5.05
 OX0811'MILES TO A SIDE ROAD RIGHT AND SIGN WILSON 18 MILES.  TURN
 OX0811'RIGHT ON THE GRAVEL ROAD AND GO 3.1 MILES THEN TURN SHARP
 OX0811'RIGHT ON A SIDE ROAD JUST AFTER CROSSING A BRIDGE AND GO 0.3
 OX0811'MILES.  HERE TURN LEFT ON A DIM ROAD AND GO 0.2 MILE TO SOME
 OX0811'CORRALS AND THE END OF TRUCK TRAVEL.  FROM HERE FOLLOW A WELL
 OX0811'DEFINED TRAIL UP THE MOUNTAIN TO THE LOOKOUT CABIN AND THE
 OX0811'STATION AS DESCRIBED.  ABOUT A 1-1/2 HOUR PACK.
 OX0811
 OX0811                          STATION RECOVERY (1963)
 OX0811
 OX0811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0811'RECOVERED.
 OX0811'
 OX0811'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---MUNGER 1946---,
 OX0811'SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0482 ***********************************************************************
 NR0482  DESIGNATION -  MURPHEE
 NR0482  PID         -  NR0482
 NR0482  STATE/COUNTY-  WY/FREMONT
 NR0482  USGS QUAD   -  LANKIN DOME (1984)
 NR0482
 NR0482                         *CURRENT SURVEY CONTROL
 NR0482  ___________________________________________________________________
 NR0482* NAD 83(1993)-  42 34 41.42461(N)    107 37 02.48747(W)     ADJUSTED  
 NR0482* NAVD 88     -      2146.2    (meters)    7041.     (feet)  VERTCON   
 NR0482  ___________________________________________________________________
 NR0482  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 NR0482  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 NR0482
 NR0482  HORZ ORDER  -  THIRD
 NR0482
 NR0482.The horizontal coordinates were established by classical geodetic methods
 NR0482.and adjusted by the National Geodetic Survey in January 1997..
 NR0482
 NR0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0482
 NR0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0482
 NR0482.The geoid height was determined by GEOID03.
 NR0482
 NR0482;                    North         East     Units Scale Factor Converg.
 NR0482;SPC WYWC     -   231,418.439   692,980.734   MT  1.00004383   +0 45 59.0
 NR0482;UTM  13      - 4,717,294.079   285,203.505   MT  1.00016768   -1 46 17.6
 NR0482
 NR0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0482!SPC WYWC     -   0.99966545  x   1.00004383  =   0.99970927
 NR0482!UTM  13      -   0.99966545  x   1.00016768  =   0.99983307
 NR0482
 NR0482:                Primary Azimuth Mark                     Grid Az
 NR0482:SPC WYWC     -  KAY                                      053 27 37.7
 NR0482:UTM  13      -  KAY                                      055 59 54.3
 NR0482
 NR0482|---------------------------------------------------------------------|
 NR0482| PID    Reference Object                     Distance      Geod. Az  |
 NR0482|                                                           dddmmss.s |
 NR0482| NR0479 KAY                                 APPROX. 9.6 KM 0541336.7 |
 NR0482|---------------------------------------------------------------------|
 NR0482
 NR0482                          SUPERSEDED SURVEY CONTROL
 NR0482
 NR0482  NAD 83(1986)-  42 34 41.41276(N)    107 37 02.48499(W) AD(       ) 3
 NR0482  NAD 27      -  42 34 41.56575(N)    107 37 00.22148(W) AD(       ) 3
 NR0482  NGVD 29 (07/19/86) 2145.2    (m)         7038.     (f) VERT ANG       
 NR0482
 NR0482.Superseded values are not recommended for survey control.
 NR0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0482.See file dsdata.txt to determine how the superseded data were derived.
 NR0482
 NR0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH8520417294(NAD 83)
 NR0482_MARKER: DD = SURVEY DISK
 NR0482_SETTING: 66 = SET IN ROCK OUTCROP
 NR0482_SP_SET: SET IN ROCK OUTCROP
 NR0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0482+STABILITY: POSITION/ELEVATION WELL
 NR0482
 NR0482  HISTORY     - Date     Condition        Report By
 NR0482  HISTORY     - 1948     MONUMENTED       USGS
 NR0482
 NR0482                          STATION DESCRIPTION
 NR0482
 NR0482'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0482'STATION IS LOCATED ABOUT 4 MI. W. AND 8.5 MI. N. OF SPLITROCK POST
 NR0482'OFFICE, WYOMING.
 NR0482'
 NR0482'TO REACH STATION FROM THREE FORKS, WYOMING, FOLLOW U.S. HIGHWAY 287
 NR0482'NW. FOR 16.1 MI. TO RD. TURNING RIGHT, N., AND MAIL BOX OF --JOE
 NR0482'MURPHEE--.  TURN RIGHT N. AND CROSS CATTLEGUARD 105.7 FT. FROM CENTER
 NR0482'OF HIGHWAY, CONTINUE 0.9 MI. TO CATTLEGUARD, CONTINUE 1.8 MI. TO
 NR0482'CATTLEGUARD, CONTINUE 0.8 MI. TO WOODEN BRIDGE OVER SWEETWATER RIVER,
 NR0482'CROSS BRIDGE AND CONTINUE 0.6 MI. TO GATE, CONTINUE 1.6 MI. TO
 NR0482'CATTLEGUARD, CONTINUE 1.7 MI. TO CATTLEGUARD, CONTINUE 0.6 MI. TO
 NR0482'WOODEN BRIDGE, CONTINUE 0.1 MI., TURN LEFT, NW., OFF RD. AND GO CROSS
 NR0482'COUNTRY 0.5 MI. TO BASE OF MOUNTAIN.  WALK NW. UP MOUNTAIN TO STATION
 NR0482'WHICH IS LOCATED ON A HIGH PROJECTING CLIFF.  ABOUT A 30 MIN. PACK.
 NR0482'
 NR0482'STATION MARK--STANDARD TABLET STAMPED ---MURPHEE 1948 7035 VABM---,
 NR0482'SET IN ROCK.
 NR0482'
 NR0482'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET WEDGED IN HOLE DRILLED
 NR0482'IN ROCK, 28.92 FT. N. OF STATION, STAMPED ---MURPHEE NO. 1 1948---,
 NR0482'S 56 DEG 02 MIN E.
 NR0482'
 NR0482'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET WEDGED IN HOLE DRILLED
 NR0482'IN ROCK, 17.16 FT. NE. OF STATION, STAMPED ---MURPHEE NO. 2 1948---,
 NR0482'S 34 DEG 13 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0372 ***********************************************************************
 OV0372  DESIGNATION -  MURPHY
 OV0372  PID         -  OV0372
 OV0372  STATE/COUNTY-  WY/JOHNSON
 OV0372  USGS QUAD   -  KAYCEE (1981)
 OV0372
 OV0372                         *CURRENT SURVEY CONTROL
 OV0372  ___________________________________________________________________
 OV0372* NAD 83(1993)-  43 37 31.42045(N)    106 41 09.19621(W)     ADJUSTED  
 OV0372* NAVD 88     -      1641.3    (meters)    5385.     (feet)  VERTCON   
 OV0372  ___________________________________________________________________
 OV0372  LAPLACE CORR-         -11.43  (seconds)                    DEFLEC99
 OV0372  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 OV0372  OBS GRAVITY -     980,017.7   (mgal)                       GRAV_OBS
 OV0372
 OV0372  HORZ ORDER  -  THIRD
 OV0372
 OV0372.The horizontal coordinates were established by classical geodetic methods
 OV0372.and adjusted by the National Geodetic Survey in January 1997..
 OV0372
 OV0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0372
 OV0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0372
 OV0372.The geoid height was determined by GEOID03.
 OV0372.The observed gravity was obtained from relative gravimeter ties
 OV0372.to the IGSN71 gravity network.
 OV0372
 OV0372;                    North         East     Units Scale Factor Converg.
 OV0372;SPC WYEC     -   447,333.732   452,251.538   MT  0.99997107   +0 26 48.2
 OV0372;UTM  13      - 4,831,648.416   363,986.948   MT  0.99982755   -1 09 48.0
 OV0372
 OV0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0372!SPC WYEC     -   0.99974468  x   0.99997107  =   0.99971575
 OV0372!UTM  13      -   0.99974468  x   0.99982755  =   0.99957227
 OV0372
 OV0372:                Primary Azimuth Mark                     Grid Az
 OV0372:SPC WYEC     -  FERRIS                                   223 29 59.5
 OV0372:UTM  13      -  FERRIS                                   225 06 35.7
 OV0372
 OV0372|---------------------------------------------------------------------|
 OV0372| PID    Reference Object                     Distance      Geod. Az  |
 OV0372|                                                           dddmmss.s |
 OV0372| OV0370 FERRIS                              APPROX. 6.8 KM 2235647.7 |
 OV0372|---------------------------------------------------------------------|
 OV0372
 OV0372                          SUPERSEDED SURVEY CONTROL
 OV0372
 OV0372  NAD 83(1986)-  43 37 31.40368(N)    106 41 09.17322(W) AD(       ) 3
 OV0372  NAD 27      -  43 37 31.50792(N)    106 41 07.00239(W) AD(       ) 3
 OV0372  NGVD 29 (07/19/86) 1640.5    (m)         5382.     (f) VERT ANG       
 OV0372
 OV0372.Superseded values are not recommended for survey control.
 OV0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0372.See file dsdata.txt to determine how the superseded data were derived.
 OV0372
 OV0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ6398731648(NAD 83)
 OV0372_MARKER: DD = SURVEY DISK
 OV0372_SETTING: 66 = SET IN ROCK OUTCROP
 OV0372_SP_SET: SET IN ROCK OUTCROP
 OV0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0372+STABILITY: POSITION/ELEVATION WELL
 OV0372
 OV0372  HISTORY     - Date     Condition        Report By
 OV0372  HISTORY     - 1958     MONUMENTED       USGS
 OV0372
 OV0372                          STATION DESCRIPTION
 OV0372
 OV0372'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0372'STATION IS LOCATED ABOUT 16.5 MI. AIR SE. OF MAYOWORTH AND ABOUT 7.0
 OV0372'MI. AIR SW. OF KAYCEE WYOMING.
 OV0372'
 OV0372'TO REACH STATION FROM KAYCEE POST OFFICE, FOLLOW U.S. HIGHWAY 87 S.
 OV0372'FOR 4.4 MI. TO A T-RD. SW., THENCE SW. ALONG GRADED RD. --3 T-RD.--
 OV0372'6.8 MI.TO T-RD. W. THEN W.0.9 MI. ALONG TRACK RD.TO CROSSING AT MURPHY
 OV0372'CREEK, CROSS CREEK AND CONTINUE W. 0.4 MI.. TO Y-RD., TAKE RIGHT N.
 OV0372'FORK 0.3 MI.TO A RD. FORK JUST N. OF A STOCK POND TAKE LEFT FORK 0.05
 OV0372'MI. TO A DIM TRAIL FORK, TAKE RIGHT E. FORK MAIN TRAVELED RD. 1.9 MI.
 OV0372'TO AN OLD SHED,CONTINUE ON RD. N. 0.9 MI. TO A Y-RD. JUNCTION, TAKE
 OV0372'RIGHT E.FORK 1.1 MI. TO A GATE IN AN E-W. FENCE, TURN RIGHT E.ALONG S.
 OV0372'SIDE OF FENCE 0.5 MI. TO END OF RD. CONTINUE CROSS COUNTRY 0.6 MI.
 OV0372'ACROSS A DEEP DRAIN AND UP ON A HIGH RIDGE.  STATION IS ON NE. END OF
 OV0372'RIDGE.
 OV0372'
 OV0372'STATION MARK - A STANDARD TABLET SET IN A ROCK OUTCROP STAMPED
 OV0372'---MURPHY 1958---.
 OV0372'
 OV0372'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0442 ***********************************************************************
 OV0442  DESIGNATION -  MURPHY
 OV0442  PID         -  OV0442
 OV0442  STATE/COUNTY-  WY/WASHAKIE
 OV0442  USGS QUAD   -  COYOTE HILL (1960)
 OV0442
 OV0442                         *CURRENT SURVEY CONTROL
 OV0442  ___________________________________________________________________
 OV0442* NAD 83(1993)-  43 44 37.52403(N)    107 53 13.73685(W)     ADJUSTED  
 OV0442* NAVD 88     -      1471.5    (meters)    4828.     (feet)  VERTCON   
 OV0442  ___________________________________________________________________
 OV0442  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 OV0442  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 OV0442
 OV0442  HORZ ORDER  -  THIRD
 OV0442
 OV0442.The horizontal coordinates were established by classical geodetic methods
 OV0442.and adjusted by the National Geodetic Survey in January 1997..
 OV0442
 OV0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0442
 OV0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0442
 OV0442.The geoid height was determined by GEOID03.
 OV0442
 OV0442;                    North         East     Units Scale Factor Converg.
 OV0442;SPC WYEC     -   460,429.036   355,392.574   MT  0.99996197   -0 22 58.6
 OV0442;SPC WYWC     -   360,641.820   669,498.913   MT  0.99999689   +0 35 47.9
 OV0442;UTM  13      - 4,847,464.723   267,527.035   MT  1.00026478   -1 59 49.8
 OV0442
 OV0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0442!SPC WYEC     -   0.99977133  x   0.99996197  =   0.99973331
 OV0442!SPC WYWC     -   0.99977133  x   0.99999689  =   0.99976822
 OV0442!UTM  13      -   0.99977133  x   1.00026478  =   1.00003605
 OV0442
 OV0442:                Primary Azimuth Mark                     Grid Az
 OV0442:SPC WYEC     -  RIMROCK                                  287 52 18.5
 OV0442:SPC WYWC     -  RIMROCK                                  286 53 32.0
 OV0442:UTM  13      -  RIMROCK                                  289 29 09.7
 OV0442
 OV0442|---------------------------------------------------------------------|
 OV0442| PID    Reference Object                     Distance      Geod. Az  |
 OV0442|                                                           dddmmss.s |
 OV0442| OV0443 RIMROCK                             APPROX. 6.1 KM 2872919.9 |
 OV0442|---------------------------------------------------------------------|
 OV0442
 OV0442                          SUPERSEDED SURVEY CONTROL
 OV0442
 OV0442  NAD 83(1986)-  43 44 37.50929(N)    107 53 13.73696(W) AD(       ) 3
 OV0442  NGVD 29 (11/06/89) 1470.7    (m)         4825.     (f) VERT ANG       
 OV0442
 OV0442.Superseded values are not recommended for survey control.
 OV0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0442.See file dsdata.txt to determine how the superseded data were derived.
 OV0442
 OV0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ6752747465(NAD 83)
 OV0442_MARKER: DS = TRIANGULATION STATION DISK
 OV0442_SETTING: 0 = UNSPECIFIED SETTING
 OV0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0442
 OV0442  HISTORY     - Date     Condition        Report By
 OV0442  HISTORY     - 1957     MONUMENTED       USGS
 OV0442
 OV0442                          STATION DESCRIPTION
 OV0442
 OV0442'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OV0442'STATION IS LOCATED ABOUT 18 MI. NE. OF THERMOPOLIS IN SEC. 34, T 44 N,
 OV0442'R 92 W, ON THE TOP OF A BARE HIGH ROUNDED HILL AND 92 FT. N. OF AN OIL
 OV0442'FIELD RD. ON THE CENTER OF NARROW N-S. RIDGE.
 OV0442'
 OV0442'STATION MARK--STANDARD TABLET STAMPED---MURPHY 1957--- AND SET IN
 OV0442'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0144 ***********************************************************************
 NS0144  DESIGNATION -  MUSKRAT
 NS0144  PID         -  NS0144
 NS0144  STATE/COUNTY-  WY/FREMONT
 NS0144  USGS QUAD   -  CAMPBELL RIDGE (1953)
 NS0144
 NS0144                         *CURRENT SURVEY CONTROL
 NS0144  ___________________________________________________________________
 NS0144* NAD 83(1993)-  42 59 49.33552(N)    108 03 10.36402(W)     ADJUSTED  
 NS0144* NAVD 88     -      1673.02   (+/-2cm)    5488.9    (feet)  VERTCON   
 NS0144  ___________________________________________________________________
 NS0144  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 NS0144  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 NS0144
 NS0144  HORZ ORDER  -  THIRD
 NS0144  VERT ORDER  -  THIRD ? (See Below)
 NS0144
 NS0144.The horizontal coordinates were established by classical geodetic methods
 NS0144.and adjusted by the National Geodetic Survey in January 1997..
 NS0144
 NS0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0144.The vertical order pertains to the NGVD 29 superseded value.
 NS0144
 NS0144.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0144
 NS0144.The geoid height was determined by GEOID03.
 NS0144
 NS0144;                    North         East     Units Scale Factor Converg.
 NS0144;SPC WYWC     -   277,560.536   656,843.208   MT  0.99997724   +0 28 31.5
 NS0144;UTM  12      - 4,764,701.231   740,234.087   MT  1.00031004   +2 00 38.8
 NS0144;UTM  13      - 4,765,009.362   251,144.516   MT  1.00036192   -2 04 58.8
 NS0144
 NS0144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0144!SPC WYWC     -   0.99973992  x   0.99997724  =   0.99971717
 NS0144!UTM  12      -   0.99973992  x   1.00031004  =   1.00004988
 NS0144!UTM  13      -   0.99973992  x   1.00036192  =   1.00010175
 NS0144
 NS0144:                Primary Azimuth Mark                     Grid Az
 NS0144:SPC WYWC     -  MUSKRAT AZ MK                            069 14 10.3
 NS0144:UTM  12      -  MUSKRAT AZ MK                            067 42 03.0
 NS0144:UTM  13      -  MUSKRAT AZ MK                            071 47 40.6
 NS0144
 NS0144|---------------------------------------------------------------------|
 NS0144| PID    Reference Object                     Distance      Geod. Az  |
 NS0144|                                                           dddmmss.s |
 NS0144| OW0261 MUSKRAT AZ MK                       APPROX. 3.3 KM 0694241.8 |
 NS0144| CP6299 MUSKRAT RM 1                          6.230 METERS 14739     |
 NS0144| CP6300 MUSKRAT RM 2                          9.910 METERS 21044     |
 NS0144|---------------------------------------------------------------------|
 NS0144
 NS0144                          SUPERSEDED SURVEY CONTROL
 NS0144
 NS0144  NAD 83(1986)-  42 59 49.32143(N)    108 03 10.36949(W) AD(       ) 3
 NS0144  NAD 27      -  42 59 49.47300(N)    108 03 08.04600(W) AD(       ) 3
 NS0144  NGVD 29 (11/06/89) 1672.01   (m)         5485.6    (f) LEVELING    3  
 NS0144
 NS0144.Superseded values are not recommended for survey control.
 NS0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0144.See file dsdata.txt to determine how the superseded data were derived.
 NS0144
 NS0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN4023464701(NAD 83)
 NS0144_MARKER: DS = TRIANGULATION STATION DISK
 NS0144_SETTING: 66 = SET IN ROCK OUTCROP
 NS0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0144
 NS0144  HISTORY     - Date     Condition        Report By
 NS0144  HISTORY     - 1936     MONUMENTED       CGS
 NS0144  HISTORY     - 1951     GOOD             USGS
 NS0144
 NS0144                          STATION DESCRIPTION
 NS0144
 NS0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0144'ABOUT 34 MILES NORTHEAST OF LANDER, ABOUT 17 MILES EAST OF
 NS0144'RIVERTON, ON ONE OF HILLS ALONG WEST SIDE OF BROAD MUSKRAT
 NS0144'VALLEY.  TO REACH FROM JUNCTION OF EAST MAIN STREET AND
 NS0144'U.S. HIGHWAY 320, IN RIVERTON, FOLLOW ROAD SOUTHERLY TOWARDS
 NS0144'LANDER 1.1 MILES TO Y JUST BEYOND WIND RIVER STEEL BRIDGE.
 NS0144'BEAR LEFT OFF PAVEMENT ONTO SANDRAW ROAD AND GO 1.3 MILES TO
 NS0144'T-ROAD EAST.  TURN EAST ONTO T-ROAD PASSING BETWEEN 2 STONE
 NS0144'CAIRNS ON FENCE LINE AND GO 0.5 MILE TO Y AT FENCE CORNER ON
 NS0144'LEFT.  BEAR RIGHT AND GO 3.4 MILES TO Y.  BEAR LEFT ONTO
 NS0144'MUSKRAT ROAD AND GO 3.4 MILES TO BRIDGE IN WASH.  CONTINUE
 NS0144'4.3 MILES TO Y.  BEAR RIGHT AND GO 5.0 MILES TO Y.  BEAR
 NS0144'LEFT ON MAIN-TRAVELED ROAD AND GO 2.1 MILES TO TOP OF GRADE
 NS0144'WITH LOW ROCK CAP ON LEFT.  LEAVE ROAD AND GO NORTH ACROSS
 NS0144'COUNTRY ABOUT 0.1 MILE TO ROCK CAP AND STATION.  STATION
 NS0144'MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.
 NS0144'REFERENCE MARKS ARE STANDARD DISKS IN OUTCROPPING
 NS0144'BEDROCK.  NO. 1 IS 6.230 METERS (20.44 FEET)
 NS0144'SOUTHEAST OF STATION S 32 DEG 21 MIN E.  AND
 NS0144'NO. 2 IS 9.910 METERS (32.51 FEET) SOUTHWEST S 30 DEG 45 MIN W.
 NS0144'MUSKRAT AZIMUTH MARK (SEE DESCRIPTION AND
 NS0144'GEOGRAPHIC POSITION THEREOF) IS MARKED WITH STANDARD
 NS0144'DISK IN SQUARE CONCRETE POST, AND IS ABOUT 2 MILES
 NS0144'DISTANT N 69 DEG 43 MIN E.
 NS0144
 NS0144                          STATION RECOVERY (1951)
 NS0144
 NS0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0144'STATION LOCATED ON SAGE COVERED RIDGE ABOUT 17 MI. E. OF RIVERTON AND
 NS0144'16 MI. S. OF SHOSHONI, ON W. SIDE OF BROAD MUSKRAT VALLEY.
 NS0144'
 NS0144'TO REACH FROM RIVERTON POST OFFICE, FOLLOW MAIN STREET W. TO JUNCTION
 NS0144'U.S. 26 AND U.S. 320.  TURN RIGHT AND FOLLOW MAIN RD. TO LANDER FOR
 NS0144'1.0 MI.  TURN ON GRAVEL RD. AFTER CROSSING BRIDGE OVER WIND RIVER AND
 NS0144'PROCEED SE. FOR 1.3 MI. TO T-RD. E. (MUSKRAT RD.).  TURN LEFT AND
 NS0144'FOLLOW MAIN GRADED RD. TO INDIAN RESERVATION FENCE, 11.4 MI.
 NS0144'CONTINUE E. THROUGH FENCE ON MAIN GRADED RD. 5.0 MI. TO T-RD. N.
 NS0144'TURN LEFT ON DIM RD. TO CROSSROADS 0.4 MI.  TURN LEFT 300 YDS. TO
 NS0144'ROCK CAP AND STATION.
 NS0144'
 NS0144'STATION MARK--STANDARD DISK IN OUTCROPPING BEDROCK.
 NS0144'
 NS0144'REFERENCE MARK NO. 1--STANDARD DISK IN OUTCROPPING BEDROCK, 20.44 FT.
 NS0144'SE. OF STATION, N 32 DEG 21 MIN W.
 NS0144'
 NS0144'REFERENCE MARK NO. 2--STANDARD DISK IN OUTCROPPING BEDROCK, 32.51 FT.
 NS0144'SW. OF STATION, N 30 DEG 45 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0261 ***********************************************************************
 OW0261  DESIGNATION -  MUSKRAT AZ MK
 OW0261  PID         -  OW0261
 OW0261  STATE/COUNTY-  WY/FREMONT
 OW0261  USGS QUAD   -  FULLER RESERVOIR (1960)
 OW0261
 OW0261                         *CURRENT SURVEY CONTROL
 OW0261  ___________________________________________________________________
 OW0261* NAD 83(1993)-  43 00 26.24798(N)    108 00 54.22834(W)     ADJUSTED  
 OW0261* NAVD 88     -      1645.     (meters)    5397.     (feet)  SCALED    
 OW0261  ___________________________________________________________________
 OW0261  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OW0261  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 OW0261
 OW0261  HORZ ORDER  -  THIRD
 OW0261
 OW0261.The horizontal coordinates were established by classical geodetic methods
 OW0261.and adjusted by the National Geodetic Survey in January 1997..
 OW0261
 OW0261.The orthometric height was scaled from a topographic map.
 OW0261
 OW0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0261
 OW0261.The geoid height was determined by GEOID03.
 OW0261
 OW0261;                    North         East     Units Scale Factor Converg.
 OW0261;SPC WYWC     -   278,725.837   659,916.725   MT  0.99998165   +0 30 04.7
 OW0261;UTM  12      - 4,765,948.898   743,276.307   MT  1.00032814   +2 02 13.2
 OW0261;UTM  13      - 4,766,036.676   254,268.155   MT  1.00034291   -2 03 27.3
 OW0261
 OW0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0261!SPC WYWC     -   0.99974432  x   0.99998165  =   0.99972597
 OW0261!UTM  12      -   0.99974432  x   1.00032814  =   1.00007237
 OW0261!UTM  13      -   0.99974432  x   1.00034291  =   1.00008714
 OW0261
 OW0261:                Primary Azimuth Mark                     Grid Az
 OW0261:SPC WYWC     -  SHOSHONE                                 001 20 41.5
 OW0261:UTM  12      -  SHOSHONE                                 359 48 33.0
 OW0261:UTM  13      -  SHOSHONE                                 003 54 13.5
 OW0261
 OW0261|---------------------------------------------------------------------|
 OW0261| PID    Reference Object                     Distance      Geod. Az  |
 OW0261|                                                           dddmmss.s |
 OW0261| OW0260 SHOSHONE                            APPROX.19.2 KM 0015046.2 |
 OW0261|---------------------------------------------------------------------|
 OW0261
 OW0261                          SUPERSEDED SURVEY CONTROL
 OW0261
 OW0261  NAD 83(1986)-  43 00 26.23383(N)    108 00 54.23411(W) AD(       ) 3
 OW0261  NAD 27      -  43 00 26.38400(N)    108 00 51.91800(W) AD(       ) 3
 OW0261
 OW0261.Superseded values are not recommended for survey control.
 OW0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0261.See file dsdata.txt to determine how the superseded data were derived.
 OW0261
 OW0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN4327665949(NAD 83)
 OW0261_MARKER: DS = TRIANGULATION STATION DISK
 OW0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0261_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OW0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0261+STABILITY: SURFACE MOTION
 OW0261
 OW0261  HISTORY     - Date     Condition        Report By
 OW0261  HISTORY     - 1936     MONUMENTED       CGS
 OW0261  HISTORY     - 1950     GOOD             USGS
 OW0261
 OW0261                          STATION DESCRIPTION
 OW0261
 OW0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0261'ABOUT 19 MILES EAST OF RIVERTON, ABOUT 2 MILES NORTH OF MUSKRAT
 OW0261'ROAD, ABOUT 1 MILE NORTH-NORTHEAST OF GROUP OF LOW ROCKY BUTTES,
 OW0261'1/2 MILE EAST OF WEST EDGE OF MUSKRAT VALLEY, NEAR NORTHWEST
 OW0261'END OF SLIGHT RISE IN GROUND 1/4 MILE NORTHEAST OF SHALLOW
 OW0261'WASH, AND ABOUT 2 MILES FROM STATION MUSKRAT N 69 DEG 43 MIN E.
 OW0261'STATION MOST EASILY LOCATED BY FOLLOWING COMPASS
 OW0261'COURSE ACROSS COUNTRY FROM STATION MUSKRAT.  TO REACH FROM
 OW0261'RIVERTON, FOLLOW DIRECTIONS FOR ROUTE TO STATION MUSKRAT.  GO
 OW0261'0.1 MILE BEYOND TOP OF GRADE AT THAT STATION, TURN LEFT ONTO
 OW0261'OLD ROAD AND GO 0.5 MILE.  TAKE RIGHT FORK AND GO 1.6 MILES
 OW0261'TO END OF ROAD.  CONTINUE NORTHEASTERLY ACROSS COUNTRY,
 OW0261'HEADING FOR NORTHWEST END OF WHAT APPEARS TO BE LOW RIDGE, 0.5
 OW0261'MILE TO TOP OF RISE AND STATION.  STATION MARK IS STANDARD
 OW0261'DISK IN CONCRETE.  STATIONS MUSKRAT AND
 OW0261'SHOSHONE
 OW0261'MAY BE USED AS AZIMUTH MARKS.
 OW0261
 OW0261                          STATION RECOVERY (1950)
 OW0261
 OW0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0261'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 OW0261'STATION OCCUPIED BY USGS FOR
 OW0261'VA AND SUPPLEMENTAL OBS. ONLY.
 OW0261'
 OW0261'NEW DESCRIPTION BY USGS AS FOLLOWS - NECESSARY DUE TO RELOCATION OF
 OW0261'COUNTY RD. SYSTEM.
 OW0261'
 OW0261'STATION LOCATED ABOUT 1.0 MI. S. AND 19.0 MI. E. OF RIVERTON, WYOMING,
 OW0261'ON LOW ROUNDED HILL ON W. SIDE OF MUSKRAT CREEK IN W. CENTER OF SEC.
 OW0261'17, T 35 N, R 93 W.
 OW0261'
 OW0261'TO REACH STATION FROM POST OFFICE IN RIVERTON, WYOMING, PROCEED E. 3
 OW0261'BLOCKS ON WYOMING HIGHWAY 320, THENCE RIGHT (S.) ALONG HIGHWAY 320
 OW0261'1.15 MI. TO Y-FORK JUST BEYOND BRIDGE OVER WIND RIVER, THENCE LEFT
 OW0261'(SE.) ONTO SANDRAW RD. 1.3 MI. TO T-JUNCTION W., THENCE LEFT (E.)
 OW0261'ONTO MUSKRAT RD. 4.1 MI. TO Y-FORK, THENCE RIGHT (E.) KEEPING TO
 OW0261'MAIN TRAVELED RD. E. 17.6 MI. TO T-JUNCTION TWO TRACK TRAIL RD. N.,
 OW0261'THENCE LEFT (N.) 0.4 MI. TO E-W. CROSS TRAIL, CONTINUE N. 0.25 MI.
 OW0261'TO Y-TRAIL RD. FORK, THENCE RIGHT (NE.) 1.3 MI. TO DIM Y-FORK,
 OW0261'THENCE RIGHT (E.) 0.5 MI. CROSS COUNTRY TO TOP OF SMALL HILL AND
 OW0261'STATION.  STATION LIES 964 FT. SE. OF DRAIN FORK AND 33 FT. NW.
 OW0261'DIM E-W. TWO TRACK TRAIL.
 OW0261'
 OW0261'STATION MARK--FOUND IN EXCELLENT CONDITION AND AS DESCRIBED BY NGS.
 OW0261'
 OW0261'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0122 ***********************************************************************
 NQ0122  DESIGNATION -  N 1
 NQ0122  PID         -  NQ0122
 NQ0122  STATE/COUNTY-  WY/PLATTE
 NQ0122  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0122
 NQ0122                         *CURRENT SURVEY CONTROL
 NQ0122  ___________________________________________________________________
 NQ0122* NAD 83(1986)-  42 19 21.     (N)    104 52 44.     (W)     SCALED    
 NQ0122* NAVD 88     -      1355.595  (meters)    4447.48   (feet)  POSTED    
 NQ0122  ___________________________________________________________________
 NQ0122  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0122  DYNAMIC HT  -        1354.760 (meters)    4444.74  (feet)  COMP
 NQ0122  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 NQ0122
 NQ0122  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NQ0122
 NQ0122.The horizontal coordinates were scaled from a topographic map and have
 NQ0122.an estimated accuracy of +/- 6 seconds.
 NQ0122
 NQ0122.The orthometric height was determined by differential leveling
 NQ0122.and adjusted by the National Geodetic Survey in 1992..
 NQ0122.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NQ0122.rate of 0.0 thru 1.0 mm/km.
 NQ0122
 NQ0122.The geoid height was determined by GEOID03.
 NQ0122
 NQ0122.The dynamic height is computed by dividing the NAVD 88
 NQ0122.geopotential number by the normal gravity value computed on the
 NQ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0122.degrees latitude (g = 980.6199 gals.).
 NQ0122
 NQ0122.The modeled gravity was interpolated from observed gravity values.
 NQ0122
 NQ0122;                    North         East    Units  Estimated Accuracy
 NQ0122;SPC WY E     -   202,440.      223,720.      MT  (+/- 180 meters Scaled)
 NQ0122
 NQ0122                          SUPERSEDED SURVEY CONTROL
 NQ0122
 NQ0122.No superseded survey control is available for this station.
 NQ0122
 NQ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG099855(NAD 83)
 NQ0122_MARKER: Z = SEE DESCRIPTION
 NQ0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0122_SP_SET: PIER
 NQ0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0122
 NQ0122  HISTORY     - Date     Condition        Report By
 NQ0122  HISTORY     - UNK      MONUMENTED       CGS
 NQ0122  HISTORY     - 1956     MARK NOT FOUND   NGS
 NQ0122
 NQ0122                          STATION DESCRIPTION
 NQ0122
 NQ0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0122'AT WENDOVER.
 NQ0122'AT WENDOVER, PLATTE COUNTY, ON THE COLORADO AND SOUTHERN RAILWAY
 NQ0122'AT THE WATER TANK, AND IN THE NORTHEAST STONE PIER.  THE
 NQ0122'BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM.
 NQ0122'NOTE-- IT WAS REPORTED IN JUNE 1940 THAT THE STONE PIERS OF
 NQ0122'THE WATER TANK HAVE BEEN REPLACED BY CONCRETE.  THE BENCH
 NQ0122'MARK WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0057 ***********************************************************************
 PY0057  DESIGNATION -  N 10
 PY0057  PID         -  PY0057
 PY0057  STATE/COUNTY-  WY/TETON
 PY0057  USGS QUAD   -  CRAIG PASS (1986)
 PY0057
 PY0057                         *CURRENT SURVEY CONTROL
 PY0057  ___________________________________________________________________
 PY0057* NAD 83(1986)-  44 26 55.     (N)    110 38 10.     (W)     SCALED    
 PY0057* NAVD 88     -      2538.528  (meters)    8328.49   (feet)  ADJUSTED  
 PY0057  ___________________________________________________________________
 PY0057  GEOID HEIGHT-          -8.71  (meters)                     GEOID03
 PY0057  DYNAMIC HT  -        2536.755 (meters)    8322.67  (feet)  COMP
 PY0057  MODELED GRAV-     979,827.4   (mgal)                       NAVD 88
 PY0057
 PY0057  VERT ORDER  -  FIRST     CLASS II
 PY0057
 PY0057.The horizontal coordinates were scaled from a topographic map and have
 PY0057.an estimated accuracy of +/- 6 seconds.
 PY0057
 PY0057.The orthometric height was determined by differential leveling
 PY0057.and adjusted by the National Geodetic Survey in June 1991..
 PY0057
 PY0057.The geoid height was determined by GEOID03.
 PY0057
 PY0057.The dynamic height is computed by dividing the NAVD 88
 PY0057.geopotential number by the normal gravity value computed on the
 PY0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0057.degrees latitude (g = 980.6199 gals.).
 PY0057
 PY0057.The modeled gravity was interpolated from observed gravity values.
 PY0057
 PY0057;                    North         East    Units  Estimated Accuracy
 PY0057;SPC WY W     -   538,740.      756,000.      MT  (+/- 180 meters Scaled)
 PY0057
 PY0057                          SUPERSEDED SURVEY CONTROL
 PY0057
 PY0057  NGVD 29 (08/20/92) 2537.081  (m)         8323.74   (f) ADJUSTED    1 2
 PY0057
 PY0057.Superseded values are not recommended for survey control.
 PY0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0057.See file dsdata.txt to determine how the superseded data were derived.
 PY0057
 PY0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ289217(NAD 83)
 PY0057_MARKER: DB = BENCH MARK DISK
 PY0057_SETTING: 66 = SET IN ROCK OUTCROP
 PY0057_SP_SET: BEDROCK
 PY0057_STAMPING: N 10 1923 8321.578
 PY0057_MARK LOGO: CGS   
 PY0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0057+STABILITY: POSITION/ELEVATION WELL
 PY0057
 PY0057  HISTORY     - Date     Condition        Report By
 PY0057  HISTORY     - 1923     MONUMENTED       CGS
 PY0057  HISTORY     - 1956     GOOD             USGS
 PY0057  HISTORY     - 1987     GOOD             NGS
 PY0057
 PY0057                          STATION DESCRIPTION
 PY0057
 PY0057'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0057'3.9 MI NW FROM WEST THUMB.
 PY0057'3.9 MILES NW OF WEST THUMB.  FROM WEST THUMB GO 1.3 MILES WEST ON
 PY0057'GRAND LOOP ROAD TOWARD OLD FAITHFUL TO JUNCTION OF OLD ROAD TO RIGHT,
 PY0057'TAKE OLD ROAD 3.0 MILES TO MARK 20 FEET SOUTH OF ROAD, AT THE OUTSIDE
 PY0057'OF A CURVE, AND IN A ROCK OUTCROP.  A STANDARD DISK, STAMPED 8321.578
 PY0057'N 10 1923.
 PY0057
 PY0057                          STATION RECOVERY (1987)
 PY0057
 PY0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0057'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM
 PY0057'(1.10 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY FROM THE
 PY0057'SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST THUMB,
 PY0057'THENCE 4.8 KM (3.00 MI) WESTERLY ALONG A SERVICE ROAD, IN THE SOUTH
 PY0057'END OF A NORTH-SOUTH 2 BY 14 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK
 PY0057'THAT PROJECTS 6-INCHES ABOVE THE GROUND SURFACE, AT THE OUTSIDE OF A
 PY0057'CURVE, AND 6.1 M (20.0 FT) SOUTH OF THE CENTER OF THE ROAD.
 PY0057'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0136 ***********************************************************************
 OU0136  DESIGNATION -  N 100
 OU0136  PID         -  OU0136
 OU0136  STATE/COUNTY-  WY/NIOBRARA
 OU0136  USGS QUAD   -  RABBIT MOUNTAINS (1981)
 OU0136
 OU0136                         *CURRENT SURVEY CONTROL
 OU0136  ___________________________________________________________________
 OU0136* NAD 83(1986)-  43 06 18.     (N)    104 32 59.     (W)     SCALED    
 OU0136* NAVD 88     -      1400.788  (meters)    4595.75   (feet)  ADJUSTED  
 OU0136  ___________________________________________________________________
 OU0136  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 OU0136  DYNAMIC HT  -        1400.064 (meters)    4593.38  (feet)  COMP
 OU0136  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 OU0136
 OU0136  VERT ORDER  -  SECOND    CLASS 0
 OU0136
 OU0136.The horizontal coordinates were scaled from a topographic map and have
 OU0136.an estimated accuracy of +/- 6 seconds.
 OU0136
 OU0136.The orthometric height was determined by differential leveling
 OU0136.and adjusted by the National Geodetic Survey in June 1991..
 OU0136
 OU0136.The geoid height was determined by GEOID03.
 OU0136
 OU0136.The dynamic height is computed by dividing the NAVD 88
 OU0136.geopotential number by the normal gravity value computed on the
 OU0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0136.degrees latitude (g = 980.6199 gals.).
 OU0136
 OU0136.The modeled gravity was interpolated from observed gravity values.
 OU0136
 OU0136;                    North         East    Units  Estimated Accuracy
 OU0136;SPC WY E     -   289,500.      250,220.      MT  (+/- 180 meters Scaled)
 OU0136
 OU0136                          SUPERSEDED SURVEY CONTROL
 OU0136
 OU0136  NGVD 29 (??/??/92) 1400.093  (m)         4593.47   (f) ADJ UNCH    2 0
 OU0136
 OU0136.Superseded values are not recommended for survey control.
 OU0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0136.See file dsdata.txt to determine how the superseded data were derived.
 OU0136
 OU0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH366725(NAD 83)
 OU0136_MARKER: DB = BENCH MARK DISK
 OU0136_SETTING: 66 = SET IN ROCK OUTCROP
 OU0136_SP_SET: SANDSTONE OUTCROP
 OU0136_STAMPING: N 100 1956
 OU0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0136+STABILITY: POSITION/ELEVATION WELL
 OU0136
 OU0136  HISTORY     - Date     Condition        Report By
 OU0136  HISTORY     - 1956     MONUMENTED       CGS
 OU0136  HISTORY     - 1957     GOOD             NGS
 OU0136
 OU0136                          STATION DESCRIPTION
 OU0136
 OU0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0136'11.2 MI NE FROM LANCE CREEK.
 OU0136'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0136'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0136'THENCE 2.75 MILES NORTHWEST ALONG A WINDING TRACK ROAD, 0.2 MILE
 OU0136'NORTHWEST OF AN EAST AND WEST FENCE, 0.45 MILE SOUTH OF AN
 OU0136'ABANDONED HOUSE, 77 FEET NORTHWEST OF THE TOP OF A SANDY HILL, 36
 OU0136'FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 5 FEET
 OU0136'SOUTHWEST OF A WITNESS POST, 2.0 FEET ABOVE THE GROUND, SET IN
 OU0136'THE TOP OF THE NORTHWEST END OF A SANDSTONE OUTCROP, IN THE
 OU0136'SOUTHWEST 1/4 OF SECTION 9, TOWNSHIP 36 NORTH, RANGE 64 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0057 ***********************************************************************
 MP0057  DESIGNATION -  N 101
 MP0057  PID         -  MP0057
 MP0057  STATE/COUNTY-  WY/ALBANY
 MP0057  USGS QUAD   -  REX LAKE (1992)
 MP0057
 MP0057                         *CURRENT SURVEY CONTROL
 MP0057  ___________________________________________________________________
 MP0057* NAD 83(1986)-  41 17 51.     (N)    106 05 11.     (W)     SCALED    
 MP0057* NAVD 88     -      2409.135  (meters)    7903.97   (feet)  ADJUSTED  
 MP0057  ___________________________________________________________________
 MP0057  GEOID HEIGHT-         -10.87  (meters)                     GEOID03
 MP0057  DYNAMIC HT  -        2406.849 (meters)    7896.47  (feet)  COMP
 MP0057  MODELED GRAV-     979,587.3   (mgal)                       NAVD 88
 MP0057
 MP0057  VERT ORDER  -  FIRST     CLASS II
 MP0057
 MP0057.The horizontal coordinates were scaled from a topographic map and have
 MP0057.an estimated accuracy of +/- 6 seconds.
 MP0057
 MP0057.The orthometric height was determined by differential leveling
 MP0057.and adjusted by the National Geodetic Survey in June 1991..
 MP0057
 MP0057.The geoid height was determined by GEOID03.
 MP0057
 MP0057.The dynamic height is computed by dividing the NAVD 88
 MP0057.geopotential number by the normal gravity value computed on the
 MP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0057.degrees latitude (g = 980.6199 gals.).
 MP0057
 MP0057.The modeled gravity was interpolated from observed gravity values.
 MP0057
 MP0057;                    North         East    Units  Estimated Accuracy
 MP0057;SPC WY E     -    88,970.      122,970.      MT  (+/- 180 meters Scaled)
 MP0057
 MP0057                          SUPERSEDED SURVEY CONTROL
 MP0057
 MP0057  NGVD 29 (??/??/92) 2407.888  (m)         7899.88   (f) ADJ UNCH    1 2
 MP0057
 MP0057.Superseded values are not recommended for survey control.
 MP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0057.See file dsdata.txt to determine how the superseded data were derived.
 MP0057
 MP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF090723(NAD 83)
 MP0057_MARKER: DB = BENCH MARK DISK
 MP0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0057_STAMPING: N 101 1956
 MP0057_MARK LOGO: CGS   
 MP0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0057+STABILITY: SURFACE MOTION
 MP0057
 MP0057  HISTORY     - Date     Condition        Report By
 MP0057  HISTORY     - 1956     MONUMENTED       CGS
 MP0057  HISTORY     - 19990824 GOOD             WYDT
 MP0057
 MP0057                          STATION DESCRIPTION
 MP0057
 MP0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0057'2.7 MI E FROM CENTENNIAL.
 MP0057'2.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0057'FROM THE STATION AT CENTENNIAL, 103.6 FEET WEST OF THE CENTER OF A
 MP0057'PRIVATE ROAD CROSSING, 25.5 FEET NORTH OF THE NORTH RAIL, 4.4 FEET
 MP0057'EAST OF MILEPOST 27, 3.3 FEET WEST OF A WITNESS POST, SET IN THE TOP
 MP0057'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 MP0057'NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 15 NORTH, RANGE 77 WEST.
 MP0057
 MP0057                          STATION RECOVERY (1999)
 MP0057
 MP0057'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MP0057'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MP0057'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MP0057'GOOD CONDITION.  THE RAILROAD TRACKS ARE BEING REMOVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0137 ***********************************************************************
 MO0137  DESIGNATION -  N 102 RESET
 MO0137  PID         -  MO0137
 MO0137  STATE/COUNTY-  WY/LARAMIE
 MO0137  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0137
 MO0137                         *CURRENT SURVEY CONTROL
 MO0137  ___________________________________________________________________
 MO0137* NAD 83(1986)-  41 06 58.     (N)    104 51 28.     (W)     SCALED    
 MO0137* NAVD 88     -      1869.34   (meters)    6133.0    (feet)  RESET     
 MO0137  ___________________________________________________________________
 MO0137  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 MO0137
 MO0137  VERT ORDER  -  THIRD
 MO0137
 MO0137.The horizontal coordinates were scaled from a topographic map and have
 MO0137.an estimated accuracy of +/- 6 seconds.
 MO0137
 MO0137.The orthometric height was computed from unverified reset data.
 MO0137.No vertical observational check was made to the station.
 MO0137
 MO0137.The geoid height was determined by GEOID03.
 MO0137
 MO0137;                    North         East    Units  Estimated Accuracy
 MO0137;SPC WY E     -    68,460.      225,940.      MT  (+/- 180 meters Scaled)
 MO0137
 MO0137                          SUPERSEDED SURVEY CONTROL
 MO0137
 MO0137  NGVD 29 (??/??/??) 1868.32   (m)         6129.6    (f) RESET       3  
 MO0137
 MO0137.Superseded values are not recommended for survey control.
 MO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0137.See file dsdata.txt to determine how the superseded data were derived.
 MO0137
 MO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF119516(NAD 83)
 MO0137_MARKER: DB = BENCH MARK DISK
 MO0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0137_STAMPING: N 102 RESET 1962
 MO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0137+STABILITY: SURFACE MOTION
 MO0137
 MO0137  HISTORY     - Date     Condition        Report By
 MO0137  HISTORY     - 1962     MONUMENTED       WYHD
 MO0137  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0137
 MO0137                          STATION DESCRIPTION
 MO0137
 MO0137'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1962
 MO0137'2.6 MI W FROM CHEYENNE.
 MO0137'2.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0137'AT CHEYENNE, ACROSS THE TRACK FROM THE 3RD POLE SOUTHWEST OF
 MO0137'MILEPOST 512, 394.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MO0137'NORTHWEST TRACK, 317.75 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 MO0137'CONCRETE LINE, RAMP B PROJECT NO. I-80-6(16)361, 4.67 FEET
 MO0137'NORTHWEST OF THE NORTH R/W FENCE, SET IN TOP OF A CONCRETE POST
 MO0137'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, IN SECTION 11, TOWNSHIP
 MO0137'13 NORTH, RANGE 65 WEST.
 MO0137
 MO0137                          STATION RECOVERY (1983)
 MO0137
 MO0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0101 ***********************************************************************
 MQ0101  DESIGNATION -  N 103
 MQ0101  PID         -  MQ0101
 MQ0101  STATE/COUNTY-  WY/SWEETWATER
 MQ0101  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0101
 MQ0101                         *CURRENT SURVEY CONTROL
 MQ0101  ___________________________________________________________________
 MQ0101* NAD 83(1986)-  41 40 55.     (N)    108 48 12.     (W)     SCALED    
 MQ0101* NAVD 88     -      1985.353  (meters)    6513.61   (feet)  ADJUSTED  
 MQ0101  ___________________________________________________________________
 MQ0101  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MQ0101  DYNAMIC HT  -        1983.672 (meters)    6508.10  (feet)  COMP
 MQ0101  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 MQ0101
 MQ0101  VERT ORDER  -  FIRST     CLASS II
 MQ0101
 MQ0101.The horizontal coordinates were scaled from a topographic map and have
 MQ0101.an estimated accuracy of +/- 6 seconds.
 MQ0101
 MQ0101.The orthometric height was determined by differential leveling
 MQ0101.and adjusted by the National Geodetic Survey in June 1991..
 MQ0101
 MQ0101.The geoid height was determined by GEOID03.
 MQ0101
 MQ0101.The dynamic height is computed by dividing the NAVD 88
 MQ0101.geopotential number by the normal gravity value computed on the
 MQ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0101.degrees latitude (g = 980.6199 gals.).
 MQ0101
 MQ0101.The modeled gravity was interpolated from observed gravity values.
 MQ0101
 MQ0101;                    North         East    Units  Estimated Accuracy
 MQ0101;SPC WYWC     -   131,260.      595,560.      MT  (+/- 180 meters Scaled)
 MQ0101
 MQ0101                          SUPERSEDED SURVEY CONTROL
 MQ0101
 MQ0101  NGVD 29 (??/??/92) 1984.014  (m)         6509.22   (f) ADJ UNCH    1 2
 MQ0101
 MQ0101.Superseded values are not recommended for survey control.
 MQ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0101.See file dsdata.txt to determine how the superseded data were derived.
 MQ0101
 MQ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM828167(NAD 83)
 MQ0101_MARKER: DB = BENCH MARK DISK
 MQ0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0101_SP_SET: ABUTMENT
 MQ0101_STAMPING: N 103 1956
 MQ0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0101
 MQ0101  HISTORY     - Date     Condition        Report By
 MQ0101  HISTORY     - 1956     MONUMENTED       CGS
 MQ0101  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0101
 MQ0101                          STATION DESCRIPTION
 MQ0101
 MQ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0101'0.8 MI W FROM POINT OF ROCKS.
 MQ0101'0.8 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0101'AT POINT OF ROCKS, 3 POLES EAST OF MILEPOST 778, 9.3 FEET NORTH OF THE
 MQ0101'NORTH RAIL OF THE NORTH TRACK, 1.5 FEET BELOW THE TOP OF THE RAILS,
 MQ0101'SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF A SMALL
 MQ0101'BRIDGE, IN SECTION 28, TOWNSHIP 20 NORTH, RANGE 101 WEST.
 MQ0101
 MQ0101                          STATION RECOVERY (1983)
 MQ0101
 MQ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0101'THERE IS NOW A TWIN METAL PIPE CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0797 ***********************************************************************
 NQ0797  DESIGNATION -  N 104 RESET
 NQ0797  PID         -  NQ0797
 NQ0797  STATE/COUNTY-  WY/NIOBRARA
 NQ0797  USGS QUAD   -  NODE (1978)
 NQ0797
 NQ0797                         *CURRENT SURVEY CONTROL
 NQ0797  ___________________________________________________________________
 NQ0797* NAD 83(1986)-  42 44 16.     (N)    104 21 27.     (W)     SCALED    
 NQ0797* NAVD 88     -      1504.11   (meters)    4934.7    (feet)  RESET     
 NQ0797  ___________________________________________________________________
 NQ0797  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 NQ0797
 NQ0797  VERT ORDER  -  THIRD
 NQ0797
 NQ0797.The horizontal coordinates were scaled from a topographic map and have
 NQ0797.an estimated accuracy of +/- 6 seconds.
 NQ0797
 NQ0797.The orthometric height was computed from unverified reset data.
 NQ0797
 NQ0797.The geoid height was determined by GEOID03.
 NQ0797
 NQ0797;                    North         East    Units  Estimated Accuracy
 NQ0797;SPC WY E     -   248,840.      266,260.      MT  (+/- 180 meters Scaled)
 NQ0797
 NQ0797                          SUPERSEDED SURVEY CONTROL
 NQ0797
 NQ0797  NGVD 29 (03/28/06) 1503.43   (m)         4932.5    (f) RESET       3  
 NQ0797
 NQ0797.Superseded values are not recommended for survey control.
 NQ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0797.See file dsdata.txt to determine how the superseded data were derived.
 NQ0797
 NQ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH525318(NAD 83)
 NQ0797_MARKER: DV = VERTICAL CONTROL DISK
 NQ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0797_SP_SET: CONCRETE POST
 NQ0797_STAMPING: N 104 RESET 1980
 NQ0797_MARK LOGO: NGS   
 NQ0797_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0797+STABILITY: SURFACE MOTION
 NQ0797
 NQ0797  HISTORY     - Date     Condition        Report By
 NQ0797  HISTORY     - 1980     MONUMENTED       NGS
 NQ0797
 NQ0797                          STATION DESCRIPTION
 NQ0797
 NQ0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0797'5.2 MILES (8.4 KM) EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NQ0797'FROM THE STATION IN LUSK, SOUTH ACROSS US HIGHWAY 20 FROM MILEPOST
 NQ0797'486, 97 FEET (29.6 M) SOUTH OF CENTER OF HIGHWAY 20, 9 INCHES NORTH
 NQ0797'OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0251 ***********************************************************************
 NQ0251  DESIGNATION -  N 105
 NQ0251  PID         -  NQ0251
 NQ0251  STATE/COUNTY-  WY/CONVERSE
 NQ0251  USGS QUAD   -  SHAWNEE (1961)
 NQ0251
 NQ0251                         *CURRENT SURVEY CONTROL
 NQ0251  ___________________________________________________________________
 NQ0251* NAD 83(1986)-  42 42 09.     (N)    105 05 19.     (W)     SCALED    
 NQ0251* NAVD 88     -      1468.353  (meters)    4817.42   (feet)  ADJUSTED  
 NQ0251  ___________________________________________________________________
 NQ0251  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0251  DYNAMIC HT  -        1467.474 (meters)    4814.54  (feet)  COMP
 NQ0251  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 NQ0251
 NQ0251  VERT ORDER  -  FIRST     CLASS II
 NQ0251
 NQ0251.The horizontal coordinates were scaled from a topographic map and have
 NQ0251.an estimated accuracy of +/- 6 seconds.
 NQ0251
 NQ0251.The orthometric height was determined by differential leveling
 NQ0251.and adjusted by the National Geodetic Survey in June 1991..
 NQ0251
 NQ0251.The geoid height was determined by GEOID03.
 NQ0251
 NQ0251.The dynamic height is computed by dividing the NAVD 88
 NQ0251.geopotential number by the normal gravity value computed on the
 NQ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0251.degrees latitude (g = 980.6199 gals.).
 NQ0251
 NQ0251.The modeled gravity was interpolated from observed gravity values.
 NQ0251
 NQ0251;                    North         East    Units  Estimated Accuracy
 NQ0251;SPC WY E     -   244,610.      206,400.      MT  (+/- 180 meters Scaled)
 NQ0251
 NQ0251                          SUPERSEDED SURVEY CONTROL
 NQ0251
 NQ0251  NGVD 29 (??/??/92) 1467.554  (m)         4814.80   (f) ADJ UNCH    1 2
 NQ0251
 NQ0251.Superseded values are not recommended for survey control.
 NQ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0251.See file dsdata.txt to determine how the superseded data were derived.
 NQ0251
 NQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH927277(NAD 83)
 NQ0251_MARKER: DB = BENCH MARK DISK
 NQ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0251_STAMPING: N 105 1954
 NQ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0251+STABILITY: SURFACE MOTION
 NQ0251
 NQ0251  HISTORY     - Date     Condition        Report By
 NQ0251  HISTORY     - 1954     MONUMENTED       CGS
 NQ0251
 NQ0251                          STATION DESCRIPTION
 NQ0251
 NQ0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0251'5.2 MI SW FROM SHAWNEE.
 NQ0251'5.2 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0251'FROM THE STATION AT SHAWNEE, 5 1/2 POLES EAST OF MILEPOST 526,
 NQ0251'AT A PRIVATE ROAD CROSSING, 95 FEET NORTHWEST OF THE NORTHWEST
 NQ0251'RAIL, 17 FEET NORTHEAST OF THE CENTER OF A GATE, 2 FEET SOUTHEAST
 NQ0251'OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, 0.9 MILE NORTHEAST
 NQ0251'OF BENCH MARK J F 22 (U.S.G.S.), SET IN THE TOP OF A CONCRETE
 NQ0251'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  IN SECTION 35,
 NQ0251'TOWNSHIP 32 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0535 ***********************************************************************
 MO0535  DESIGNATION -  N 108
 MO0535  PID         -  MO0535
 MO0535  STATE/COUNTY-  WY/LARAMIE
 MO0535  USGS QUAD   -  SILVER CROWN (1978)
 MO0535
 MO0535                         *CURRENT SURVEY CONTROL
 MO0535  ___________________________________________________________________
 MO0535* NAD 83(1986)-  41 10 39.     (N)    105 03 03.     (W)     SCALED    
 MO0535* NAVD 88     -      1959.705  (meters)    6429.47   (feet)  ADJUSTED  
 MO0535  ___________________________________________________________________
 MO0535  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 MO0535  DYNAMIC HT  -        1957.940 (meters)    6423.67  (feet)  COMP
 MO0535  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 MO0535
 MO0535  VERT ORDER  -  FIRST     CLASS II
 MO0535
 MO0535.The horizontal coordinates were scaled from a topographic map and have
 MO0535.an estimated accuracy of +/- 6 seconds.
 MO0535
 MO0535.The orthometric height was determined by differential leveling
 MO0535.and adjusted by the National Geodetic Survey in June 1991..
 MO0535
 MO0535.The geoid height was determined by GEOID03.
 MO0535
 MO0535.The dynamic height is computed by dividing the NAVD 88
 MO0535.geopotential number by the normal gravity value computed on the
 MO0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0535.degrees latitude (g = 980.6199 gals.).
 MO0535
 MO0535.The modeled gravity was interpolated from observed gravity values.
 MO0535
 MO0535;                    North         East    Units  Estimated Accuracy
 MO0535;SPC WY E     -    75,240.      209,720.      MT  (+/- 180 meters Scaled)
 MO0535
 MO0535                          SUPERSEDED SURVEY CONTROL
 MO0535
 MO0535  NGVD 29 (??/??/92) 1958.610  (m)         6425.87   (f) ADJ UNCH    1 2
 MO0535
 MO0535.Superseded values are not recommended for survey control.
 MO0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0535.See file dsdata.txt to determine how the superseded data were derived.
 MO0535
 MO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF957584(NAD 83)
 MO0535_MARKER: DB = BENCH MARK DISK
 MO0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0535_STAMPING: N 108 1954
 MO0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0535+STABILITY: SURFACE MOTION
 MO0535
 MO0535  HISTORY     - Date     Condition        Report By
 MO0535  HISTORY     - 1954     MONUMENTED       CGS
 MO0535
 MO0535                          STATION DESCRIPTION
 MO0535
 MO0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0535'7.4 MI SE FROM FEDERAL.
 MO0535'7.45 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0535'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, 50 FEET NORTHEAST
 MO0535'OF THE NORTHEAST RAIL, 37.6 FEET NORTHEAST OF MILEPOST 132, 2 FEET
 MO0535'NORTHEAST OF A FENCE, 1.6 FEET SOUTHEAST OF A WITNESS POST, SET
 MO0535'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 MO0535'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0023 ***********************************************************************
 PY0023  DESIGNATION -  N 11
 PY0023  PID         -  PY0023
 PY0023  STATE/COUNTY-  WY/PARK
 PY0023  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0023
 PY0023                         *CURRENT SURVEY CONTROL
 PY0023  ___________________________________________________________________
 PY0023* NAD 83(1986)-  44 48 16.     (N)    110 26 51.     (W)     SCALED    
 PY0023* NAVD 88     -      2701.058  (meters)    8861.72   (feet)  ADJUSTED  
 PY0023  ___________________________________________________________________
 PY0023  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0023  DYNAMIC HT  -        2699.187 (meters)    8855.58  (feet)  COMP
 PY0023  MODELED GRAV-     979,826.1   (mgal)                       NAVD 88
 PY0023
 PY0023  VERT ORDER  -  FIRST     CLASS II
 PY0023
 PY0023.The horizontal coordinates were scaled from a topographic map and have
 PY0023.an estimated accuracy of +/- 6 seconds.
 PY0023
 PY0023.The orthometric height was determined by differential leveling
 PY0023.and adjusted by the National Geodetic Survey in June 1991..
 PY0023
 PY0023.The geoid height was determined by GEOID03.
 PY0023
 PY0023.The dynamic height is computed by dividing the NAVD 88
 PY0023.geopotential number by the normal gravity value computed on the
 PY0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0023.degrees latitude (g = 980.6199 gals.).
 PY0023
 PY0023.The modeled gravity was interpolated from observed gravity values.
 PY0023
 PY0023;                    North         East    Units  Estimated Accuracy
 PY0023;SPC WYWC     -   479,540.      465,710.      MT  (+/- 180 meters Scaled)
 PY0023
 PY0023                          SUPERSEDED SURVEY CONTROL
 PY0023
 PY0023  NGVD 29 (08/20/92) 2699.564  (m)         8856.82   (f) ADJUSTED    1 2
 PY0023
 PY0023.Superseded values are not recommended for survey control.
 PY0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0023.See file dsdata.txt to determine how the superseded data were derived.
 PY0023
 PY0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ436613(NAD 83)
 PY0023_MARKER: DB = BENCH MARK DISK
 PY0023_SETTING: 66 = SET IN ROCK OUTCROP
 PY0023_SP_SET: BEDROCK
 PY0023_STAMPING: N 11 1923
 PY0023_MARK LOGO: CGS   
 PY0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0023+STABILITY: POSITION/ELEVATION WELL
 PY0023
 PY0023  HISTORY     - Date     Condition        Report By
 PY0023  HISTORY     - UNK      MONUMENTED       CGS
 PY0023  HISTORY     - 1958     GOOD             USGS
 PY0023  HISTORY     - 1987     GOOD             NGS
 PY0023
 PY0023                          STATION DESCRIPTION
 PY0023
 PY0023'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0023'9.1 MI N FROM CANYON JUNCTION.
 PY0023'7.0 MILES NORTH ALONG THE CANYON JUNCTION-TOWER JUNCTION ROAD, AND 1.8
 PY0023'MILES NORTH OF DUNRAVEN PASS.  IN A ROCK LEDGE AT A LONG ROAD BEND TO
 PY0023'THE NORTH, 20 FEET EAST OF CENTERLINE OF HIGHWAY OPPOSITE A LOG
 PY0023'BARRIER ON THE OUTSIDE OF THE CURVE.  A STANDARD U.S.C. AND G.S. DISK,
 PY0023'SET VERTICALLY, AND 3.4 FEET HIGHER THAN THE ROAD SURFACE. NOTE-- B.M.
 PY0023'NOT STAMPED.
 PY0023
 PY0023                          STATION RECOVERY (1987)
 PY0023
 PY0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0023'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.8 KM (6.70
 PY0023'MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION HIGHWAY FROM THE
 PY0023'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, SET VERTICALLY IN THE
 PY0023'WEST FACE OF AN 8 BY 8 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 PY0023'24.5 M (80.4 FT) SOUTH OF THE NORTH END OF A LOG GUARD RAIL, AND 6.1
 PY0023'M (20.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--THE DISK IS
 PY0023'STAMPED AS ABOVE.
 PY0023'THE MARK IS 1.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0295 ***********************************************************************
 MO0295  DESIGNATION -  N 110
 MO0295  PID         -  MO0295
 MO0295  STATE/COUNTY-  WY/PLATTE
 MO0295  USGS QUAD   -  WHITCOMB HILL (1990)
 MO0295
 MO0295                         *CURRENT SURVEY CONTROL
 MO0295  ___________________________________________________________________
 MO0295* NAD 83(1986)-  41 41 03.     (N)    104 57 15.     (W)     SCALED    
 MO0295* NAVD 88     -      1702.958  (meters)    5587.12   (feet)  ADJUSTED  
 MO0295  ___________________________________________________________________
 MO0295  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 MO0295  DYNAMIC HT  -        1701.659 (meters)    5582.86  (feet)  COMP
 MO0295  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 MO0295
 MO0295  VERT ORDER  -  FIRST     CLASS II
 MO0295
 MO0295.The horizontal coordinates were scaled from a topographic map and have
 MO0295.an estimated accuracy of +/- 6 seconds.
 MO0295
 MO0295.The orthometric height was determined by differential leveling
 MO0295.and adjusted by the National Geodetic Survey in June 1991..
 MO0295
 MO0295.The geoid height was determined by GEOID03.
 MO0295
 MO0295.The dynamic height is computed by dividing the NAVD 88
 MO0295.geopotential number by the normal gravity value computed on the
 MO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0295.degrees latitude (g = 980.6199 gals.).
 MO0295
 MO0295.The modeled gravity was interpolated from observed gravity values.
 MO0295
 MO0295;                    North         East    Units  Estimated Accuracy
 MO0295;SPC WY E     -   131,520.      217,690.      MT  (+/- 180 meters Scaled)
 MO0295
 MO0295                          SUPERSEDED SURVEY CONTROL
 MO0295
 MO0295  NGVD 29 (??/??/92) 1702.031  (m)         5584.08   (f) ADJ UNCH    1 2
 MO0295
 MO0295.Superseded values are not recommended for survey control.
 MO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0295.See file dsdata.txt to determine how the superseded data were derived.
 MO0295
 MO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG038147(NAD 83)
 MO0295_MARKER: DB = BENCH MARK DISK
 MO0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0295_SP_SET: ABUTMENT
 MO0295_STAMPING: N 110 1954
 MO0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0295
 MO0295  HISTORY     - Date     Condition        Report By
 MO0295  HISTORY     - 1954     MONUMENTED       CGS
 MO0295
 MO0295                          STATION DESCRIPTION
 MO0295
 MO0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0295'8.7 MI SW FROM CHUGWATER.
 MO0295'8.7 MILES SOUTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0295'FROM THE STATION AT CHUGWATER, 5.8 FEET SOUTHEAST OF THE
 MO0295'SOUTHEAST RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 MO0295'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 MO0295'BRIDGE 180.07.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0266 ***********************************************************************
 MO0266  DESIGNATION -  N 111
 MO0266  PID         -  MO0266
 MO0266  STATE/COUNTY-  WY/PLATTE
 MO0266  USGS QUAD   -  FERGUSON CORNER (1990)
 MO0266
 MO0266                         *CURRENT SURVEY CONTROL
 MO0266  ___________________________________________________________________
 MO0266* NAD 83(1986)-  41 58 34.     (N)    104 54 21.     (W)     SCALED    
 MO0266* NAVD 88     -      1443.671  (meters)    4736.44   (feet)  ADJUSTED  
 MO0266  ___________________________________________________________________
 MO0266  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MO0266  DYNAMIC HT  -        1442.707 (meters)    4733.28  (feet)  COMP
 MO0266  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 MO0266
 MO0266  VERT ORDER  -  FIRST     CLASS II
 MO0266
 MO0266.The horizontal coordinates were scaled from a topographic map and have
 MO0266.an estimated accuracy of +/- 6 seconds.
 MO0266
 MO0266.The orthometric height was determined by differential leveling
 MO0266.and adjusted by the National Geodetic Survey in June 1991..
 MO0266
 MO0266.The geoid height was determined by GEOID03.
 MO0266
 MO0266.The dynamic height is computed by dividing the NAVD 88
 MO0266.geopotential number by the normal gravity value computed on the
 MO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0266.degrees latitude (g = 980.6199 gals.).
 MO0266
 MO0266.The modeled gravity was interpolated from observed gravity values.
 MO0266
 MO0266;                    North         East    Units  Estimated Accuracy
 MO0266;SPC WY E     -   163,960.      221,620.      MT  (+/- 180 meters Scaled)
 MO0266
 MO0266                          SUPERSEDED SURVEY CONTROL
 MO0266
 MO0266  NGVD 29 (??/??/92) 1442.852  (m)         4733.76   (f) ADJ UNCH    1 2
 MO0266
 MO0266.Superseded values are not recommended for survey control.
 MO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0266.See file dsdata.txt to determine how the superseded data were derived.
 MO0266
 MO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG078471(NAD 83)
 MO0266_MARKER: DB = BENCH MARK DISK
 MO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0266_STAMPING: N 111 1954
 MO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0266+STABILITY: SURFACE MOTION
 MO0266
 MO0266  HISTORY     - Date     Condition        Report By
 MO0266  HISTORY     - 1954     MONUMENTED       CGS
 MO0266
 MO0266                          STATION DESCRIPTION
 MO0266
 MO0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0266'7.2 MI S FROM WHEATLAND.
 MO0266'7.2 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0266'THE STATION AT WHEATLAND, 0.25 MILE EAST OF MILEPOST 207, 82.2
 MO0266'FEET SOUTH OF THE SOUTH RAIL, 2.5 FEET SOUTH OF A FENCE, 2.7
 MO0266'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0266'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE
 MO0266'SOUTHEAST 1/4 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0175 ***********************************************************************
 OU0175  DESIGNATION -  N 112
 OU0175  PID         -  OU0175
 OU0175  STATE/COUNTY-  WY/NIOBRARA
 OU0175  USGS QUAD   -  WAGONHOUND CREEK NE (1981)
 OU0175
 OU0175                         *CURRENT SURVEY CONTROL
 OU0175  ___________________________________________________________________
 OU0175* NAD 83(1986)-  43 24 31.     (N)    104 49 14.     (W)     SCALED    
 OU0175* NAVD 88     -      1395.243  (meters)    4577.56   (feet)  ADJUSTED  
 OU0175  ___________________________________________________________________
 OU0175  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 OU0175  DYNAMIC HT  -        1394.512 (meters)    4575.16  (feet)  COMP
 OU0175  MODELED GRAV-     980,046.6   (mgal)                       NAVD 88
 OU0175
 OU0175  VERT ORDER  -  SECOND    CLASS 0
 OU0175
 OU0175.The horizontal coordinates were scaled from a topographic map and have
 OU0175.an estimated accuracy of +/- 6 seconds.
 OU0175
 OU0175.The orthometric height was determined by differential leveling
 OU0175.and adjusted by the National Geodetic Survey in June 1991..
 OU0175
 OU0175.The geoid height was determined by GEOID03.
 OU0175
 OU0175.The dynamic height is computed by dividing the NAVD 88
 OU0175.geopotential number by the normal gravity value computed on the
 OU0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0175.degrees latitude (g = 980.6199 gals.).
 OU0175
 OU0175.The modeled gravity was interpolated from observed gravity values.
 OU0175
 OU0175;                    North         East    Units  Estimated Accuracy
 OU0175;SPC WY E     -   323,100.      228,030.      MT  (+/- 180 meters Scaled)
 OU0175
 OU0175                          SUPERSEDED SURVEY CONTROL
 OU0175
 OU0175  NGVD 29 (??/??/92) 1394.493  (m)         4575.10   (f) ADJ UNCH    2 0
 OU0175
 OU0175.Superseded values are not recommended for survey control.
 OU0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0175.See file dsdata.txt to determine how the superseded data were derived.
 OU0175
 OU0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ145062(NAD 83)
 OU0175_MARKER: DB = BENCH MARK DISK
 OU0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0175_STAMPING: N 112 1956
 OU0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0175+STABILITY: SURFACE MOTION
 OU0175
 OU0175  HISTORY     - Date     Condition        Report By
 OU0175  HISTORY     - 1956     MONUMENTED       CGS
 OU0175  HISTORY     - 1957     GOOD             NGS
 OU0175  HISTORY     - 1976     GOOD             USGS
 OU0175
 OU0175                          STATION DESCRIPTION
 OU0175
 OU0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0175'12.6 MI SE FROM DULL CENTER.
 OU0175'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0175'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0175'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0175'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE 2.15
 OU0175'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, ON THE NORTHEAST
 OU0175'SIDE OF A HILL, 42.6 FEET EAST OF A FENCE CORNER, 41 FEET SOUTH
 OU0175'OF THE CENTER LINE OF A ROAD, 8.4 FEET SOUTH OF A FENCE, 2.4
 OU0175'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OU0175'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE NORTHEAST
 OU0175'1/4 OF SECTION 32, TOWNSHIP 40 NORTH, RANGE 66 WEST.
 OU0175
 OU0175                          STATION RECOVERY (1976)
 OU0175
 OU0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0175'NACHTMAN SCHOOL (DULL CENTER), 9.2 MILES EAST ALONG GRADED COUNTY
 OU0175'ROAD TO CATTLEGUARD. IN THE NE 1/4 OF S. 31., T. 40 N., R. 66 W. 46
 OU0175'FEET EAST AND 40 FEET SOUTH OF THE CENTERLINE OF THE CATTLEGUARD, 8.5
 OU0175'FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE SET IN THE TOP OF
 OU0175'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE GROUND. A STANDARD DISK
 OU0175'STAMPED "N 112 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0120 ***********************************************************************
 NQ0120  DESIGNATION -  N 113
 NQ0120  PID         -  NQ0120
 NQ0120  STATE/COUNTY-  WY/PLATTE
 NQ0120  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0120
 NQ0120                         *CURRENT SURVEY CONTROL
 NQ0120  ___________________________________________________________________
 NQ0120* NAD 83(1986)-  42 20 15.     (N)    104 52 40.     (W)     SCALED    
 NQ0120* NAVD 88     -      1354.184  (meters)    4442.85   (feet)  ADJUSTED  
 NQ0120  ___________________________________________________________________
 NQ0120  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NQ0120  DYNAMIC HT  -        1353.355 (meters)    4440.13  (feet)  COMP
 NQ0120  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 NQ0120
 NQ0120  VERT ORDER  -  FIRST     CLASS II
 NQ0120
 NQ0120.The horizontal coordinates were scaled from a topographic map and have
 NQ0120.an estimated accuracy of +/- 6 seconds.
 NQ0120
 NQ0120.The orthometric height was determined by differential leveling
 NQ0120.and adjusted by the National Geodetic Survey in June 1991..
 NQ0120
 NQ0120.The geoid height was determined by GEOID03.
 NQ0120
 NQ0120.The dynamic height is computed by dividing the NAVD 88
 NQ0120.geopotential number by the normal gravity value computed on the
 NQ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0120.degrees latitude (g = 980.6199 gals.).
 NQ0120
 NQ0120.The modeled gravity was interpolated from observed gravity values.
 NQ0120
 NQ0120;                    North         East    Units  Estimated Accuracy
 NQ0120;SPC WY E     -   204,100.      223,810.      MT  (+/- 180 meters Scaled)
 NQ0120
 NQ0120                          SUPERSEDED SURVEY CONTROL
 NQ0120
 NQ0120  NGVD 29 (??/??/92) 1353.410  (m)         4440.31   (f) ADJ UNCH    1 2
 NQ0120
 NQ0120.Superseded values are not recommended for survey control.
 NQ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0120.See file dsdata.txt to determine how the superseded data were derived.
 NQ0120
 NQ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG100872(NAD 83)
 NQ0120_MARKER: DB = BENCH MARK DISK
 NQ0120_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0120_SP_SET: ROCK LEDGE
 NQ0120_STAMPING: N 113 1956
 NQ0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0120+STABILITY: POSITION/ELEVATION WELL
 NQ0120
 NQ0120  HISTORY     - Date     Condition        Report By
 NQ0120  HISTORY     - 1956     MONUMENTED       CGS
 NQ0120
 NQ0120                          STATION DESCRIPTION
 NQ0120
 NQ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0120'16 MI SE FROM GLENDO.
 NQ0120'16.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0120'RAILROAD FROM THE STATION AT GLENDO, 129 FEET NORTHWEST OF
 NQ0120'MILEPOST 104, 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET
 NQ0120'ABOVE THE GROUND, 1 FOOT ABOVE THE TOP OF THE RAILS, 0.7 MILE
 NQ0120'NORTHWEST OF THE STATION AT WENDOVER, SET IN THE TOP OF THE
 NQ0120'NORTHEAST SIDE OF A LIMESTONE LEDGE, IN SECTION 3, TOWNSHIP
 NQ0120'27 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0083 ***********************************************************************
 MQ0083  DESIGNATION -  N 114
 MQ0083  PID         -  MQ0083
 MQ0083  STATE/COUNTY-  WY/SWEETWATER
 MQ0083  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0083
 MQ0083                         *CURRENT SURVEY CONTROL
 MQ0083  ___________________________________________________________________
 MQ0083* NAD 83(1986)-  41 31 17.     (N)    108 39 25.     (W)     SCALED    
 MQ0083* NAVD 88     -      2024.495  (meters)    6642.03   (feet)  ADJUSTED  
 MQ0083  ___________________________________________________________________
 MQ0083  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 MQ0083  DYNAMIC HT  -        2022.732 (meters)    6636.25  (feet)  COMP
 MQ0083  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 MQ0083
 MQ0083  VERT ORDER  -  FIRST     CLASS II
 MQ0083
 MQ0083.The horizontal coordinates were scaled from a topographic map and have
 MQ0083.an estimated accuracy of +/- 6 seconds.
 MQ0083
 MQ0083.The orthometric height was determined by differential leveling
 MQ0083.and adjusted by the National Geodetic Survey in June 1991..
 MQ0083.WARNING-Repeat measurements at this control monument indicate possible
 MQ0083.vertical movement.
 MQ0083
 MQ0083.The geoid height was determined by GEOID03.
 MQ0083
 MQ0083.The dynamic height is computed by dividing the NAVD 88
 MQ0083.geopotential number by the normal gravity value computed on the
 MQ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0083.degrees latitude (g = 980.6199 gals.).
 MQ0083
 MQ0083.The modeled gravity was interpolated from observed gravity values.
 MQ0083
 MQ0083;                    North         East    Units  Estimated Accuracy
 MQ0083;SPC WYWC     -   113,430.      607,770.      MT  (+/- 180 meters Scaled)
 MQ0083
 MQ0083                          SUPERSEDED SURVEY CONTROL
 MQ0083
 MQ0083  NGVD 29 (06/08/92) 2023.220  (m)         6637.85   (f) ADJUSTED    1 2
 MQ0083
 MQ0083.Superseded values are not recommended for survey control.
 MQ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0083.See file dsdata.txt to determine how the superseded data were derived.
 MQ0083
 MQ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL955992(NAD 83)
 MQ0083_MARKER: DB = BENCH MARK DISK
 MQ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0083_STAMPING: N 114 1956
 MQ0083_MARK LOGO: CGS   
 MQ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0083+STABILITY: SURFACE MOTION
 MQ0083
 MQ0083  HISTORY     - Date     Condition        Report By
 MQ0083  HISTORY     - 1956     MONUMENTED       CGS
 MQ0083  HISTORY     - 1983     GOOD             NGS
 MQ0083
 MQ0083                          STATION DESCRIPTION
 MQ0083
 MQ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0083'6.3 MI SW FROM BITTER CREEK.
 MQ0083'6.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0083'AT BITTER CREEK, 96 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 MQ0083'SOUTHWEST TRACK, 19 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 5
 MQ0083'FEET SOUTHWEST OF THE 1ST POLE NORTHWEST OF MILEPOST 763, 2.4 FEET
 MQ0083'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MQ0083'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 22, TOWNSHIP 18 NORTH,
 MQ0083'RANGE 100 WEST.
 MQ0083
 MQ0083                          STATION RECOVERY (1983)
 MQ0083
 MQ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0127 ***********************************************************************
 MQ0127  DESIGNATION -  N 115
 MQ0127  PID         -  MQ0127
 MQ0127  STATE/COUNTY-  WY/SWEETWATER
 MQ0127  USGS QUAD   -  BAXTER (1978)
 MQ0127
 MQ0127                         *CURRENT SURVEY CONTROL
 MQ0127  ___________________________________________________________________
 MQ0127* NAD 83(1986)-  41 36 06.     (N)    109 07 04.     (W)     SCALED    
 MQ0127* NAVD 88     -      1948.041  (meters)    6391.20   (feet)  ADJUSTED  
 MQ0127  ___________________________________________________________________
 MQ0127  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 MQ0127  DYNAMIC HT  -        1946.425 (meters)    6385.90  (feet)  COMP
 MQ0127  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 MQ0127
 MQ0127  VERT ORDER  -  FIRST     CLASS II
 MQ0127
 MQ0127.The horizontal coordinates were scaled from a topographic map and have
 MQ0127.an estimated accuracy of +/- 6 seconds.
 MQ0127
 MQ0127.The orthometric height was determined by differential leveling
 MQ0127.and adjusted by the National Geodetic Survey in June 1991..
 MQ0127
 MQ0127.The geoid height was determined by GEOID03.
 MQ0127
 MQ0127.The dynamic height is computed by dividing the NAVD 88
 MQ0127.geopotential number by the normal gravity value computed on the
 MQ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0127.degrees latitude (g = 980.6199 gals.).
 MQ0127
 MQ0127.The modeled gravity was interpolated from observed gravity values.
 MQ0127
 MQ0127;                    North         East    Units  Estimated Accuracy
 MQ0127;SPC WYWC     -   122,400.      569,340.      MT  (+/- 180 meters Scaled)
 MQ0127
 MQ0127                          SUPERSEDED SURVEY CONTROL
 MQ0127
 MQ0127  NGVD 29 (??/??/92) 1946.782  (m)         6387.07   (f) ADJ UNCH    1 2
 MQ0127
 MQ0127.Superseded values are not recommended for survey control.
 MQ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0127.See file dsdata.txt to determine how the superseded data were derived.
 MQ0127
 MQ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM568072(NAD 83)
 MQ0127_MARKER: DB = BENCH MARK DISK
 MQ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0127_STAMPING: N 115 1956
 MQ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0127+STABILITY: SURFACE MOTION
 MQ0127
 MQ0127  HISTORY     - Date     Condition        Report By
 MQ0127  HISTORY     - 1956     MONUMENTED       CGS
 MQ0127  HISTORY     - 1981     GOOD             USGS
 MQ0127
 MQ0127                          STATION DESCRIPTION
 MQ0127
 MQ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0127'6.0 MI E FROM ROCK SPRINGS.
 MQ0127'6.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0127'ROCK SPRINGS, THENCE 1.0 MILE EAST ALONG AN OILED ROAD WHICH LEADS THE
 MQ0127'ROCK SPRINGS AIRPORT, 83 FEET SOUTH OF THE CENTER LINE OF AN OILED
 MQ0127'ROAD, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MQ0127'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF
 MQ0127'SECTION 26, TOWNSHIP 19 NORTH, RANGE 104 WEST.
 MQ0127
 MQ0127                          STATION RECOVERY (1981)
 MQ0127
 MQ0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MQ0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0358 ***********************************************************************
 MP0358  DESIGNATION -  N 116
 MP0358  PID         -  MP0358
 MP0358  STATE/COUNTY-  WY/SWEETWATER
 MP0358  USGS QUAD   -  RINER (1981)
 MP0358
 MP0358                         *CURRENT SURVEY CONTROL
 MP0358  ___________________________________________________________________
 MP0358* NAD 83(1986)-  41 43 50.     (N)    107 33 57.     (W)     SCALED    
 MP0358* NAVD 88     -      2058.087  (meters)    6752.24   (feet)  ADJUSTED  
 MP0358  ___________________________________________________________________
 MP0358  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 MP0358  DYNAMIC HT  -        2056.270 (meters)    6746.28  (feet)  COMP
 MP0358  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 MP0358
 MP0358  VERT ORDER  -  FIRST     CLASS II
 MP0358
 MP0358.The horizontal coordinates were scaled from a topographic map and have
 MP0358.an estimated accuracy of +/- 6 seconds.
 MP0358
 MP0358.The orthometric height was determined by differential leveling
 MP0358.and adjusted by the National Geodetic Survey in June 1991..
 MP0358
 MP0358.The geoid height was determined by GEOID03.
 MP0358
 MP0358.The dynamic height is computed by dividing the NAVD 88
 MP0358.geopotential number by the normal gravity value computed on the
 MP0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0358.degrees latitude (g = 980.6199 gals.).
 MP0358
 MP0358.The modeled gravity was interpolated from observed gravity values.
 MP0358
 MP0358;                    North         East    Units  Estimated Accuracy
 MP0358;SPC WYWC     -   137,330.      698,520.      MT  (+/- 180 meters Scaled)
 MP0358
 MP0358                          SUPERSEDED SURVEY CONTROL
 MP0358
 MP0358  NGVD 29 (06/08/92) 2056.845  (m)         6748.17   (f) ADJUSTED    1 2
 MP0358
 MP0358.Superseded values are not recommended for survey control.
 MP0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0358.See file dsdata.txt to determine how the superseded data were derived.
 MP0358
 MP0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG866230(NAD 83)
 MP0358_MARKER: DB = BENCH MARK DISK
 MP0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0358_STAMPING: N 116 1956
 MP0358_MARK LOGO: CGS   
 MP0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0358+STABILITY: SURFACE MOTION
 MP0358
 MP0358  HISTORY     - Date     Condition        Report By
 MP0358  HISTORY     - 1956     MONUMENTED       CGS
 MP0358  HISTORY     - 1983     GOOD             NGS
 MP0358
 MP0358                          STATION DESCRIPTION
 MP0358
 MP0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0358'0.9 MI W FROM RINER.
 MP0358'0.9 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER TOWER AT
 MP0358'RINER, 15 POLES NORTHEAST OF MILEPOST 702, AT A ROAD CROSSING, 93 FEET
 MP0358'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 33 FEET
 MP0358'SOUTHWEST OF THE CENTER LINE OF A ROAD, 4.7 FEET NORTHEAST OF A
 MP0358'TELEPHONE POLE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF
 MP0358'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  IN SECTION
 MP0358'5, TOWNSHIP 20 NORTH, RANGE 90 WEST.
 MP0358
 MP0358                          STATION RECOVERY (1983)
 MP0358
 MP0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0385 ***********************************************************************
 MP0385  DESIGNATION -  N 117
 MP0385  PID         -  MP0385
 MP0385  STATE/COUNTY-  WY/SWEETWATER
 MP0385  USGS QUAD   -  WAMSUTTER (1981)
 MP0385
 MP0385                         *CURRENT SURVEY CONTROL
 MP0385  ___________________________________________________________________
 MP0385* NAD 83(1986)-  41 40 52.     (N)    107 57 16.     (W)     SCALED    
 MP0385* NAVD 88     -      2048.727  (meters)    6721.53   (feet)  ADJUSTED  
 MP0385  ___________________________________________________________________
 MP0385  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 MP0385  DYNAMIC HT  -        2046.920 (meters)    6715.60  (feet)  COMP
 MP0385  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 MP0385
 MP0385  VERT ORDER  -  FIRST     CLASS II
 MP0385
 MP0385.The horizontal coordinates were scaled from a topographic map and have
 MP0385.an estimated accuracy of +/- 6 seconds.
 MP0385
 MP0385.The orthometric height was determined by differential leveling
 MP0385.and adjusted by the National Geodetic Survey in June 1991..
 MP0385
 MP0385.The geoid height was determined by GEOID03.
 MP0385
 MP0385.The dynamic height is computed by dividing the NAVD 88
 MP0385.geopotential number by the normal gravity value computed on the
 MP0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0385.degrees latitude (g = 980.6199 gals.).
 MP0385
 MP0385.The modeled gravity was interpolated from observed gravity values.
 MP0385
 MP0385;                    North         East    Units  Estimated Accuracy
 MP0385;SPC WYWC     -   131,470.      666,240.      MT  (+/- 180 meters Scaled)
 MP0385
 MP0385                          SUPERSEDED SURVEY CONTROL
 MP0385
 MP0385  NGVD 29 (06/08/92) 2047.491  (m)         6717.48   (f) ADJUSTED    1 2
 MP0385
 MP0385.Superseded values are not recommended for survey control.
 MP0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0385.See file dsdata.txt to determine how the superseded data were derived.
 MP0385
 MP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG540185(NAD 83)
 MP0385_MARKER: DB = BENCH MARK DISK
 MP0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0385_STAMPING: N 117 1956
 MP0385_MARK LOGO: CGS   
 MP0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0385+STABILITY: SURFACE MOTION
 MP0385
 MP0385  HISTORY     - Date     Condition        Report By
 MP0385  HISTORY     - 1956     MONUMENTED       CGS
 MP0385  HISTORY     - 1983     GOOD             NGS
 MP0385
 MP0385                          STATION DESCRIPTION
 MP0385
 MP0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0385'1.2 MI E FROM WAMSUTTER.
 MP0385'1.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0385'WAMSUTTER, ACROSS THE TRACK FROM MILEPOST 723, 56 FEET NORTHWEST OF
 MP0385'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 8.4 FEET NORTHWEST OF A
 MP0385'FENCE, 5 FEET SOUTH OF A TELEPHONE POLE, 5 FEET SOUTH OF A WITNESS
 MP0385'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 MP0385'THE GROUND.  IN THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 20 NORTH,
 MP0385'RANGE 94 WEST.
 MP0385
 MP0385                          STATION RECOVERY (1983)
 MP0385
 MP0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0165 ***********************************************************************
 MQ0165  DESIGNATION -  N 118
 MQ0165  PID         -  MQ0165
 MQ0165  STATE/COUNTY-  WY/SWEETWATER
 MQ0165  USGS QUAD   -  KANDA (1978)
 MQ0165
 MQ0165                         *CURRENT SURVEY CONTROL
 MQ0165  ___________________________________________________________________
 MQ0165* NAD 83(1986)-  41 33 56.     (N)    109 16 12.     (W)     SCALED    
 MQ0165* NAVD 88     -      1898.728  (meters)    6229.41   (feet)  ADJUSTED  
 MQ0165  ___________________________________________________________________
 MQ0165  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 MQ0165  DYNAMIC HT  -        1897.137 (meters)    6224.19  (feet)  COMP
 MQ0165  MODELED GRAV-     979,717.4   (mgal)                       NAVD 88
 MQ0165
 MQ0165  VERT ORDER  -  FIRST     CLASS II
 MQ0165
 MQ0165.The horizontal coordinates were scaled from a topographic map and have
 MQ0165.an estimated accuracy of +/- 6 seconds.
 MQ0165
 MQ0165.The orthometric height was determined by differential leveling
 MQ0165.and adjusted by the National Geodetic Survey in June 1991..
 MQ0165
 MQ0165.The geoid height was determined by GEOID03.
 MQ0165
 MQ0165.The dynamic height is computed by dividing the NAVD 88
 MQ0165.geopotential number by the normal gravity value computed on the
 MQ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0165.degrees latitude (g = 980.6199 gals.).
 MQ0165
 MQ0165.The modeled gravity was interpolated from observed gravity values.
 MQ0165
 MQ0165;                    North         East    Units  Estimated Accuracy
 MQ0165;SPC WYWC     -   118,460.      556,630.      MT  (+/- 180 meters Scaled)
 MQ0165
 MQ0165                          SUPERSEDED SURVEY CONTROL
 MQ0165
 MQ0165  NGVD 29 (06/08/92) 1897.452  (m)         6225.22   (f) ADJUSTED    1 2
 MQ0165
 MQ0165.Superseded values are not recommended for survey control.
 MQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0165.See file dsdata.txt to determine how the superseded data were derived.
 MQ0165
 MQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM442029(NAD 83)
 MQ0165_MARKER: DB = BENCH MARK DISK
 MQ0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0165_SP_SET: ABUTMENT
 MQ0165_STAMPING: N 118 1956
 MQ0165_MARK LOGO: CGS   
 MQ0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0165
 MQ0165  HISTORY     - Date     Condition        Report By
 MQ0165  HISTORY     - 1956     MONUMENTED       CGS
 MQ0165  HISTORY     - 1958     GOOD             NGS
 MQ0165  HISTORY     - 1983     GOOD             NGS
 MQ0165  HISTORY     - 19990112 GOOD             WYDT
 MQ0165
 MQ0165                          STATION DESCRIPTION
 MQ0165
 MQ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0165'3.2 MI SW FROM ROCK SPRINGS.
 MQ0165'ABOUT 3.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0165'STATION AT ROCK SPRINGS, IN THE TOP OF THE NORTHWEST END OF THE
 MQ0165'SOUTHWEST CONCRETE ABUTMENT OF BRIDGE NUMBER 805.30, 8 FEET NORTHWEST
 MQ0165'OF THE NEAR RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS. SEC.
 MQ0165'5, TWP 18 N, R 105 W.
 MQ0165
 MQ0165                          STATION RECOVERY (1983)
 MQ0165
 MQ0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0165'RECOVERED IN GOOD CONDITION.
 MQ0165
 MQ0165                          STATION RECOVERY (1999)
 MQ0165
 MQ0165'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0165'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION.  PHONE NUMBER
 MQ0165'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0154 ***********************************************************************
 NQ0154  DESIGNATION -  N 119
 NQ0154  PID         -  NQ0154
 NQ0154  STATE/COUNTY-  WY/PLATTE
 NQ0154  USGS QUAD   -  WHEATLAND (1990)
 NQ0154
 NQ0154                         *CURRENT SURVEY CONTROL
 NQ0154  ___________________________________________________________________
 NQ0154* NAD 83(1986)-  42 06 37.     (N)    104 55 01.     (W)     SCALED    
 NQ0154* NAVD 88     -      1378.614  (meters)    4523.00   (feet)  ADJUSTED  
 NQ0154  ___________________________________________________________________
 NQ0154  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 NQ0154  DYNAMIC HT  -        1377.730 (meters)    4520.10  (feet)  COMP
 NQ0154  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 NQ0154
 NQ0154  VERT ORDER  -  FIRST     CLASS II
 NQ0154
 NQ0154.The horizontal coordinates were scaled from a topographic map and have
 NQ0154.an estimated accuracy of +/- 6 seconds.
 NQ0154
 NQ0154.The orthometric height was determined by differential leveling
 NQ0154.and adjusted by the National Geodetic Survey in June 1991..
 NQ0154
 NQ0154.The geoid height was determined by GEOID03.
 NQ0154
 NQ0154.The dynamic height is computed by dividing the NAVD 88
 NQ0154.geopotential number by the normal gravity value computed on the
 NQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0154.degrees latitude (g = 980.6199 gals.).
 NQ0154
 NQ0154.The modeled gravity was interpolated from observed gravity values.
 NQ0154
 NQ0154;                    North         East    Units  Estimated Accuracy
 NQ0154;SPC WY E     -   178,860.      220,650.      MT  (+/- 180 meters Scaled)
 NQ0154
 NQ0154                          SUPERSEDED SURVEY CONTROL
 NQ0154
 NQ0154  NGVD 29 (??/??/92) 1377.817  (m)         4520.39   (f) ADJ UNCH    1 2
 NQ0154
 NQ0154.Superseded values are not recommended for survey control.
 NQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0154.See file dsdata.txt to determine how the superseded data were derived.
 NQ0154
 NQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG068620(NAD 83)
 NQ0154_MARKER: DB = BENCH MARK DISK
 NQ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0154_STAMPING: N 119 1956
 NQ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0154+STABILITY: SURFACE MOTION
 NQ0154
 NQ0154  HISTORY     - Date     Condition        Report By
 NQ0154  HISTORY     - 1956     MONUMENTED       CGS
 NQ0154
 NQ0154                          STATION DESCRIPTION
 NQ0154
 NQ0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0154'5 MI NW FROM WHEATLAND.
 NQ0154'5.0 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0154'FROM THE STATION AT WHEATLAND, AT THE NORTHEAST END OF A CUT,
 NQ0154'1 POLE SOUTHWEST OF MILEPOST 219, 98.6 FEET SOUTHEAST OF THE
 NQ0154'SOUTHEAST RAIL, 1.7 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHEAST
 NQ0154'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0154'0.7 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 29,
 NQ0154'TOWNSHIP 25 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0039 ***********************************************************************
 PY0039  DESIGNATION -  N 12
 PY0039  PID         -  PY0039
 PY0039  STATE/COUNTY-  WY/PARK
 PY0039  USGS QUAD   -  PLENTY COUPS PEAK (1991)
 PY0039
 PY0039                         *CURRENT SURVEY CONTROL
 PY0039  ___________________________________________________________________
 PY0039* NAD 83(1986)-  44 27 58.     (N)    110 04 23.     (W)     SCALED    
 PY0039* NAVD 88     -      2283.276  (meters)    7491.05   (feet)  POSTED    
 PY0039  ___________________________________________________________________
 PY0039  GEOID HEIGHT-          -7.56  (meters)                     GEOID03
 PY0039  DYNAMIC HT  -        2281.760 (meters)    7486.07  (feet)  COMP
 PY0039  MODELED GRAV-     979,873.6   (mgal)                       NAVD 88
 PY0039
 PY0039  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0039
 PY0039.The horizontal coordinates were scaled from a topographic map and have
 PY0039.an estimated accuracy of +/- 6 seconds.
 PY0039
 PY0039.The orthometric height was determined by differential leveling
 PY0039.and adjusted by the National Geodetic Survey in 1992..
 PY0039.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0039.rate of 1.1 thru 2.0 mm/km.
 PY0039
 PY0039.The geoid height was determined by GEOID03.
 PY0039
 PY0039.The dynamic height is computed by dividing the NAVD 88
 PY0039.geopotential number by the normal gravity value computed on the
 PY0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0039.degrees latitude (g = 980.6199 gals.).
 PY0039
 PY0039.The modeled gravity was interpolated from observed gravity values.
 PY0039
 PY0039;                    North         East    Units  Estimated Accuracy
 PY0039;SPC WYWC     -   441,390.      494,720.      MT  (+/- 180 meters Scaled)
 PY0039
 PY0039                          SUPERSEDED SURVEY CONTROL
 PY0039
 PY0039  NGVD 29 (??/??/92) 2281.934  (m)         7486.65   (f) ADJ UNCH    2 0
 PY0039
 PY0039.Superseded values are not recommended for survey control.
 PY0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0039.See file dsdata.txt to determine how the superseded data were derived.
 PY0039
 PY0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ737240(NAD 83)
 PY0039_MARKER: DB = BENCH MARK DISK
 PY0039_SETTING: 66 = SET IN ROCK OUTCROP
 PY0039_SP_SET: CLIFF
 PY0039_STAMPING: 7486.442 N 12 1923
 PY0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0039+STABILITY: POSITION/ELEVATION WELL
 PY0039
 PY0039  HISTORY     - Date     Condition        Report By
 PY0039  HISTORY     - 1923     MONUMENTED       CGS
 PY0039  HISTORY     - 1958     GOOD             USGS
 PY0039
 PY0039                          STATION DESCRIPTION
 PY0039
 PY0039'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0039'22.0 MI E FROM LAKE JUNCTION.
 PY0039'LAKE JUNCTION, 21.2 MILES EAST OF EAST ENTRANCE ROAD.  3.9 MILES WEST
 PY0039'OF THE EAST ENTRANCE.  0.2 MILES WEST OF A SHARP ROAD BEND AT A DEEP
 PY0039'DRAIN.  ON THE OLD ROAD SOUTH AND BELOW THE PRESENT ROAD.  AT A BEND
 PY0039'IN THE OLD ROAD, 8 FEET NORTH OF THE ROAD AND 2 FEET HIGHER.  27 FEET
 PY0039'WEST OF A TELEPHONE POLE.  A STANDARD DISK, SET IN A CLIFF, STAMPED
 PY0039'7486.442 N 12 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0124 ***********************************************************************
 PV0124  DESIGNATION -  N 120
 PV0124  PID         -  PV0124
 PV0124  STATE/COUNTY-  WY/CROOK
 PV0124  USGS QUAD   -  MOORCROFT (1984)
 PV0124
 PV0124                         *CURRENT SURVEY CONTROL
 PV0124  ___________________________________________________________________
 PV0124* NAD 83(1986)-  44 16 06.     (N)    104 57 56.     (W)     SCALED    
 PV0124* NAVD 88     -      1273.159  (meters)    4177.02   (feet)  ADJUSTED  
 PV0124  ___________________________________________________________________
 PV0124  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 PV0124  DYNAMIC HT  -        1272.647 (meters)    4175.34  (feet)  COMP
 PV0124  MODELED GRAV-     980,171.6   (mgal)                       NAVD 88
 PV0124
 PV0124  VERT ORDER  -  FIRST     CLASS II
 PV0124
 PV0124.The horizontal coordinates were scaled from a topographic map and have
 PV0124.an estimated accuracy of +/- 6 seconds.
 PV0124
 PV0124.The orthometric height was determined by differential leveling
 PV0124.and adjusted by the National Geodetic Survey in June 1991..
 PV0124
 PV0124.The geoid height was determined by GEOID03.
 PV0124
 PV0124.The dynamic height is computed by dividing the NAVD 88
 PV0124.geopotential number by the normal gravity value computed on the
 PV0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0124.degrees latitude (g = 980.6199 gals.).
 PV0124
 PV0124.The modeled gravity was interpolated from observed gravity values.
 PV0124
 PV0124;                    North         East    Units  Estimated Accuracy
 PV0124;SPC WY E     -   418,580.      216,060.      MT  (+/- 180 meters Scaled)
 PV0124
 PV0124                          SUPERSEDED SURVEY CONTROL
 PV0124
 PV0124  NGVD 29 (??/??/92) 1272.522  (m)         4174.93   (f) ADJ UNCH    1 2
 PV0124
 PV0124.Superseded values are not recommended for survey control.
 PV0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0124.See file dsdata.txt to determine how the superseded data were derived.
 PV0124
 PV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK027016(NAD 83)
 PV0124_MARKER: DB = BENCH MARK DISK
 PV0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0124_SP_SET: CONCRETE POST
 PV0124_STAMPING: N 120 1957
 PV0124_MARK LOGO: CGS   
 PV0124_PROJECTION: PROJECTING 6 CENTIMETERS
 PV0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0124+STABILITY: SURFACE MOTION
 PV0124
 PV0124  HISTORY     - Date     Condition        Report By
 PV0124  HISTORY     - 1957     MONUMENTED       CGS
 PV0124  HISTORY     - 1985     GOOD             NGS
 PV0124
 PV0124                          STATION DESCRIPTION
 PV0124
 PV0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0124'0.8 MI W FROM MOORCROFT.
 PV0124'0.8 MILE WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0124'FROM THE STATION AT MOORCROFT, 86 FEET NORTH OF MILEPOST 570,
 PV0124'4 1/2 POLES WEST OF STOCK PENS AND LOADING CHUTE, 94 FEET NORTH
 PV0124'OF THE NORTH RAIL, 46 FEET NORTHWEST OF A TELEPHONE POLE, 30 FEET
 PV0124'EAST OF THE CENTER OF A GATE, 2 FEET SOUTH OF A FENCE LINE,
 PV0124'2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE
 PV0124'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 PV0124
 PV0124                          STATION RECOVERY (1985)
 PV0124
 PV0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0124'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.25 KM
 PV0124'(0.8 MI) WEST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE
 PV0124'JUNCTION OF US HIGHWAY 14 AT MOORCROFT, THENCE 0.1 KM (0.05 MI)
 PV0124'SOUTHWEST ALONG A DIRT ROAD, NEAR A LARGE STEEL WAREHOUSE IN THE
 PV0124'BURLINGTON NORTHERN RAILROAD RIGHT OF WAY, 28.6 METERS (94 FT)
 PV0124'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 26.2 METERS (86 FT)
 PV0124'NORTHEAST OF MILEPOLE 570, 12.3 METERS (41 FT) NORTHWEST OF THE NORTH
 PV0124'CORNER OF THE WAREHOUSE AND 8.7 METERS (28.5 FT) SOUTHWEST OF A POWER
 PV0124'POLE WITH A TRANSFORMER.
 PV0124'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0124'THE MARK IS 0.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0290 ***********************************************************************
 PV0290  DESIGNATION -  N 122
 PV0290  PID         -  PV0290
 PV0290  STATE/COUNTY-  WY/CAMPBELL
 PV0290  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0290
 PV0290                         *CURRENT SURVEY CONTROL
 PV0290  ___________________________________________________________________
 PV0290* NAD 83(1986)-  44 22 57.     (N)    105 47 28.     (W)     SCALED    
 PV0290* NAVD 88     -      1307.878  (meters)    4290.93   (feet)  ADJUSTED  
 PV0290  ___________________________________________________________________
 PV0290  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 PV0290  DYNAMIC HT  -        1307.341 (meters)    4289.17  (feet)  COMP
 PV0290  MODELED GRAV-     980,161.3   (mgal)                       NAVD 88
 PV0290
 PV0290  VERT ORDER  -  FIRST     CLASS II
 PV0290
 PV0290.The horizontal coordinates were scaled from a topographic map and have
 PV0290.an estimated accuracy of +/- 6 seconds.
 PV0290
 PV0290.The orthometric height was determined by differential leveling
 PV0290.and adjusted by the National Geodetic Survey in June 1991..
 PV0290
 PV0290.The geoid height was determined by GEOID03.
 PV0290
 PV0290.The dynamic height is computed by dividing the NAVD 88
 PV0290.geopotential number by the normal gravity value computed on the
 PV0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0290.degrees latitude (g = 980.6199 gals.).
 PV0290
 PV0290.The modeled gravity was interpolated from observed gravity values.
 PV0290
 PV0290;                    North         East    Units  Estimated Accuracy
 PV0290;SPC WY E     -   431,440.      150,240.      MT  (+/- 180 meters Scaled)
 PV0290
 PV0290                          SUPERSEDED SURVEY CONTROL
 PV0290
 PV0290  NGVD 29 (??/??/92) 1307.200  (m)         4288.71   (f) ADJ UNCH    1 2
 PV0290
 PV0290.Superseded values are not recommended for survey control.
 PV0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0290.See file dsdata.txt to determine how the superseded data were derived.
 PV0290
 PV0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK369146(NAD 83)
 PV0290_MARKER: DB = BENCH MARK DISK
 PV0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0290_STAMPING: N 122 1957
 PV0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0290+STABILITY: SURFACE MOTION
 PV0290
 PV0290  HISTORY     - Date     Condition        Report By
 PV0290  HISTORY     - 1957     MONUMENTED       CGS
 PV0290
 PV0290                          STATION DESCRIPTION
 PV0290
 PV0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0290'17.2 MI NW FROM GILLETTE.
 PV0290'ABOUT 17.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0290'QUINCY RAILROAD FROM THE STATION AT GILLETTE, 0.35 MILE NORTHWEST
 PV0290'OF MILEPOST 614, 8 1/2 RAILS SOUTHEAST OF THE STATION SIGN
 PV0290'AND TELEPHONE BOOTH AT FELIX, 6 RAILS NORTHWEST OF THE NORTHWEST
 PV0290'END OF A CUT, 229 FEET SOUTHEAST OF THE CENTER OF A WASH, 97
 PV0290'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 82 FEET SOUTHWEST OF THE
 PV0290'SOUTHWEST RAIL OF A SIDE TRACK, 3 FEET SOUTHWEST OF A FENCE LINE,
 PV0290'2 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 PV0290'6 FEET BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST
 PV0290'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0315 ***********************************************************************
 PV0315  DESIGNATION -  N 123
 PV0315  PID         -  PV0315
 PV0315  STATE/COUNTY-  WY/CAMPBELL
 PV0315  USGS QUAD   -  CROTON (1972)
 PV0315
 PV0315                         *CURRENT SURVEY CONTROL
 PV0315  ___________________________________________________________________
 PV0315* NAD 83(1986)-  44 32 32.     (N)    105 58 30.     (W)     SCALED    
 PV0315* NAVD 88     -      1200.222  (meters)    3937.73   (feet)  ADJUSTED  
 PV0315  ___________________________________________________________________
 PV0315  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 PV0315  DYNAMIC HT  -        1199.771 (meters)    3936.25  (feet)  COMP
 PV0315  MODELED GRAV-     980,200.6   (mgal)                       NAVD 88
 PV0315
 PV0315  VERT ORDER  -  FIRST     CLASS II
 PV0315
 PV0315.The horizontal coordinates were scaled from a topographic map and have
 PV0315.an estimated accuracy of +/- 6 seconds.
 PV0315
 PV0315.The orthometric height was determined by differential leveling
 PV0315.and adjusted by the National Geodetic Survey in June 1991..
 PV0315
 PV0315.The geoid height was determined by GEOID03.
 PV0315
 PV0315.The dynamic height is computed by dividing the NAVD 88
 PV0315.geopotential number by the normal gravity value computed on the
 PV0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0315.degrees latitude (g = 980.6199 gals.).
 PV0315
 PV0315.The modeled gravity was interpolated from observed gravity values.
 PV0315
 PV0315;                    North         East    Units  Estimated Accuracy
 PV0315;SPC WY E     -   449,310.      135,760.      MT  (+/- 180 meters Scaled)
 PV0315
 PV0315                          SUPERSEDED SURVEY CONTROL
 PV0315
 PV0315  NGVD 29 (??/??/92) 1199.555  (m)         3935.54   (f) ADJ UNCH    1 2
 PV0315
 PV0315.Superseded values are not recommended for survey control.
 PV0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0315.See file dsdata.txt to determine how the superseded data were derived.
 PV0315
 PV0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK225325(NAD 83)
 PV0315_MARKER: DB = BENCH MARK DISK
 PV0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0315_STAMPING: N 123 1957
 PV0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0315+STABILITY: SURFACE MOTION
 PV0315
 PV0315  HISTORY     - Date     Condition        Report By
 PV0315  HISTORY     - 1957     MONUMENTED       CGS
 PV0315
 PV0315                          STATION DESCRIPTION
 PV0315
 PV0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0315'12.1 MI SE FROM ARVADA.
 PV0315'12.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0315'RAILROAD FROM THE STATION AT ARVADA, 13 FEET SOUTHEAST OF THE
 PV0315'4TH POLE SOUTHEAST OF MILEPOST 629, 6 1/2 RAILS SOUTHEAST OF THE
 PV0315'CENTER OF A PRIVATE ROAD CROSSIG, 50 FEET NORTHEAST OF THE
 PV0315'NORTHEAST RAIL, 6 1/2 FEET SOUTHWEST OF THE FENCE LINE, 2 1/2
 PV0315'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 PV0315'BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 PV0315'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0090 ***********************************************************************
 PV0090  DESIGNATION -  N 124
 PV0090  PID         -  PV0090
 PV0090  STATE/COUNTY-  WY/WESTON
 PV0090  USGS QUAD   -  UPTON EAST (1984)
 PV0090
 PV0090                         *CURRENT SURVEY CONTROL
 PV0090  ___________________________________________________________________
 PV0090* NAD 83(1986)-  44 03 20.     (N)    104 33 06.     (W)     SCALED    
 PV0090* NAVD 88     -      1274.825  (meters)    4182.49   (feet)  ADJUSTED  
 PV0090  ___________________________________________________________________
 PV0090  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PV0090  DYNAMIC HT  -        1274.304 (meters)    4180.78  (feet)  COMP
 PV0090  MODELED GRAV-     980,165.0   (mgal)                       NAVD 88
 PV0090
 PV0090  VERT ORDER  -  FIRST     CLASS II
 PV0090
 PV0090.The horizontal coordinates were scaled from a topographic map and have
 PV0090.an estimated accuracy of +/- 6 seconds.
 PV0090
 PV0090.The orthometric height was determined by differential leveling
 PV0090.and adjusted by the National Geodetic Survey in June 1991..
 PV0090
 PV0090.The geoid height was determined by GEOID03.
 PV0090
 PV0090.The dynamic height is computed by dividing the NAVD 88
 PV0090.geopotential number by the normal gravity value computed on the
 PV0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0090.degrees latitude (g = 980.6199 gals.).
 PV0090
 PV0090.The modeled gravity was interpolated from observed gravity values.
 PV0090
 PV0090;                    North         East    Units  Estimated Accuracy
 PV0090;SPC WY E     -   395,110.      249,280.      MT  (+/- 180 meters Scaled)
 PV0090
 PV0090                          SUPERSEDED SURVEY CONTROL
 PV0090
 PV0090  NGVD 29 (??/??/92) 1274.20   (m)         4180.4    (f) COMPUTED    1 2
 PV0090
 PV0090.Superseded values are not recommended for survey control.
 PV0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0090.See file dsdata.txt to determine how the superseded data were derived.
 PV0090
 PV0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ359781(NAD 83)
 PV0090_MARKER: DB = BENCH MARK DISK
 PV0090_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0090_SP_SET: 15 FEET
 PV0090_STAMPING: N 124 1957
 PV0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0090
 PV0090  HISTORY     - Date     Condition        Report By
 PV0090  HISTORY     - 1957     MONUMENTED       CGS
 PV0090
 PV0090                          STATION DESCRIPTION
 PV0090
 PV0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0090'4.8 MI SE FROM UPTON.
 PV0090'4.85 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0090'RAILROAD FROM THE STATION AT UPTON, 111 FEET SOUTH AND ACROSS
 PV0090'THE TRACK FROM THE 3RD POLE NORTHWEST OF MILEPOST 544, 56 FEET
 PV0090'SOUTH-SOUTHWEST OF THE NEAR RAIL, 4 FEET NORTHEAST OF THE FENCE
 PV0090'LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 PV0090'2 FEET LOWER THAN THE TRACK, A DISK ON A 5/8-INCH COPPER COATED
 PV0090'ROD THAT IS DRIVEN TO A DEPTH OF 15 FEET AND IS ENCASED IN A
 PV0090'6-INCH TILE WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0056 ***********************************************************************
 OU0056  DESIGNATION -  N 125
 OU0056  PID         -  OU0056
 OU0056  STATE/COUNTY-  WY/WESTON
 OU0056  USGS QUAD   -  OSAGE SE (1979)
 OU0056
 OU0056                         *CURRENT SURVEY CONTROL
 OU0056  ___________________________________________________________________
 OU0056* NAD 83(1986)-  43 52 16.     (N)    104 16 58.     (W)     SCALED    
 OU0056* NAVD 88     -      1284.057  (meters)    4212.78   (feet)  ADJUSTED  
 OU0056  ___________________________________________________________________
 OU0056  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 OU0056  DYNAMIC HT  -        1283.493 (meters)    4210.93  (feet)  COMP
 OU0056  MODELED GRAV-     980,134.8   (mgal)                       NAVD 88
 OU0056
 OU0056  VERT ORDER  -  FIRST     CLASS II
 OU0056
 OU0056.The horizontal coordinates were scaled from a topographic map and have
 OU0056.an estimated accuracy of +/- 6 seconds.
 OU0056
 OU0056.The orthometric height was determined by differential leveling
 OU0056.and adjusted by the National Geodetic Survey in June 1991..
 OU0056
 OU0056.The geoid height was determined by GEOID03.
 OU0056
 OU0056.The dynamic height is computed by dividing the NAVD 88
 OU0056.geopotential number by the normal gravity value computed on the
 OU0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0056.degrees latitude (g = 980.6199 gals.).
 OU0056
 OU0056.The modeled gravity was interpolated from observed gravity values.
 OU0056
 OU0056;                    North         East    Units  Estimated Accuracy
 OU0056;SPC WY E     -   374,810.      271,040.      MT  (+/- 180 meters Scaled)
 OU0056
 OU0056                          SUPERSEDED SURVEY CONTROL
 OU0056
 OU0056  NGVD 29 (??/??/92) 1283.412  (m)         4210.66   (f) ADJ UNCH    1 2
 OU0056
 OU0056.Superseded values are not recommended for survey control.
 OU0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0056.See file dsdata.txt to determine how the superseded data were derived.
 OU0056
 OU0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ576578(NAD 83)
 OU0056_MARKER: DB = BENCH MARK DISK
 OU0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0056_STAMPING: N 125 1957
 OU0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0056+STABILITY: SURFACE MOTION
 OU0056
 OU0056  HISTORY     - Date     Condition        Report By
 OU0056  HISTORY     - 1957     MONUMENTED       CGS
 OU0056  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0056
 OU0056                          STATION DESCRIPTION
 OU0056
 OU0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0056'4.4 MI W FROM NEWCASTLE.
 OU0056'ABOUT 4.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OU0056'RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 22, T.45 N.,
 OU0056'R.62 W., 4 POLES NORTHWEST OF A CONCRETE CULVERT, 209 FEET WEST
 OU0056'AND ACROSS THE TRACK FROM MILEPOST 525, 32 FEET SOUTHWEST OF
 OU0056'THE SOUTHWEST RAIL, 4 FEET NORTHEAST OF THE FENCE LINE, 2 1/2
 OU0056'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 OU0056'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 OU0056
 OU0056                          STATION RECOVERY (1985)
 OU0056
 OU0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0056'AFTER A PROLONGED SEARCH, EVIDENCE WAS FOUND THE THIS BENCH MARK HAS
 OU0056'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0101 ***********************************************************************
 PV0101  DESIGNATION -  N 126
 PV0101  PID         -  PV0101
 PV0101  STATE/COUNTY-  WY/WESTON
 PV0101  USGS QUAD   -  THORNTON (1984)
 PV0101
 PV0101                         *CURRENT SURVEY CONTROL
 PV0101  ___________________________________________________________________
 PV0101* NAD 83(1986)-  44 07 31.     (N)    104 40 42.     (W)     SCALED    
 PV0101* NAVD 88     -      1308.862  (meters)    4294.16   (feet)  ADJUSTED  
 PV0101  ___________________________________________________________________
 PV0101  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0101  DYNAMIC HT  -        1308.330 (meters)    4292.41  (feet)  COMP
 PV0101  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 PV0101
 PV0101  VERT ORDER  -  FIRST     CLASS II
 PV0101
 PV0101.The horizontal coordinates were scaled from a topographic map and have
 PV0101.an estimated accuracy of +/- 6 seconds.
 PV0101
 PV0101.The orthometric height was determined by differential leveling
 PV0101.and adjusted by the National Geodetic Survey in June 1991..
 PV0101
 PV0101.The geoid height was determined by GEOID03.
 PV0101
 PV0101.The dynamic height is computed by dividing the NAVD 88
 PV0101.geopotential number by the normal gravity value computed on the
 PV0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0101.degrees latitude (g = 980.6199 gals.).
 PV0101
 PV0101.The modeled gravity was interpolated from observed gravity values.
 PV0101
 PV0101;                    North         East    Units  Estimated Accuracy
 PV0101;SPC WY E     -   402,780.      239,080.      MT  (+/- 180 meters Scaled)
 PV0101
 PV0101                          SUPERSEDED SURVEY CONTROL
 PV0101
 PV0101  NGVD 29 (??/??/92) 1308.232  (m)         4292.09   (f) ADJ UNCH    1 2
 PV0101
 PV0101.Superseded values are not recommended for survey control.
 PV0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0101.See file dsdata.txt to determine how the superseded data were derived.
 PV0101
 PV0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ257858(NAD 83)
 PV0101_MARKER: DB = BENCH MARK DISK
 PV0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0101_STAMPING: N 126 1957
 PV0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0101+STABILITY: SURFACE MOTION
 PV0101
 PV0101  HISTORY     - Date     Condition        Report By
 PV0101  HISTORY     - 1957     MONUMENTED       CGS
 PV0101  HISTORY     - 1979     MARK NOT FOUND   USGS
 PV0101
 PV0101                          STATION DESCRIPTION
 PV0101
 PV0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0101'3.1 MI NW FROM UPTON.
 PV0101'3.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0101'RAILROAD FROM THE STATION AT UPTON, 6 1/2 FEET NORTHWEST OF THE
 PV0101'2ND POLE NORTHWEST OF MILEPOST 552, 46 FEET NORTHEAST OF THE
 PV0101'NORTHEAST RAIL OF THE MAIN TRACK, 47 FEET NORTH OF A SWITCH
 PV0101'STAND, 7 FEET SOUTHWEST OF A WOODEN SNOW FENCE, 2 1/2 FEET
 PV0101'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 PV0101'THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST
 PV0101'PROJECTING 6 INCHES.
 PV0101
 PV0101                          STATION RECOVERY (1979)
 PV0101
 PV0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0030 ***********************************************************************
 PW0030  DESIGNATION -  N 127
 PW0030  PID         -  PW0030
 PW0030  STATE/COUNTY-  WY/SHERIDAN
 PW0030  USGS QUAD   -  LEITER (1971)
 PW0030
 PW0030                         *CURRENT SURVEY CONTROL
 PW0030  ___________________________________________________________________
 PW0030* NAD 83(1986)-  44 42 17.     (N)    106 19 21.     (W)     SCALED    
 PW0030* NAVD 88     -      1159.359  (meters)    3803.66   (feet)  ADJUSTED  
 PW0030  ___________________________________________________________________
 PW0030  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 PW0030  DYNAMIC HT  -        1158.917 (meters)    3802.21  (feet)  COMP
 PW0030  MODELED GRAV-     980,197.4   (mgal)                       NAVD 88
 PW0030
 PW0030  VERT ORDER  -  FIRST     CLASS II
 PW0030
 PW0030.The horizontal coordinates were scaled from a topographic map and have
 PW0030.an estimated accuracy of +/- 6 seconds.
 PW0030
 PW0030.The orthometric height was determined by differential leveling
 PW0030.and adjusted by the National Geodetic Survey in June 1991..
 PW0030
 PW0030.The geoid height was determined by GEOID03.
 PW0030
 PW0030.The dynamic height is computed by dividing the NAVD 88
 PW0030.geopotential number by the normal gravity value computed on the
 PW0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0030.degrees latitude (g = 980.6199 gals.).
 PW0030
 PW0030.The modeled gravity was interpolated from observed gravity values.
 PW0030
 PW0030;                    North         East    Units  Estimated Accuracy
 PW0030;SPC WYEC     -   567,550.      480,100.      MT  (+/- 180 meters Scaled)
 PW0030
 PW0030                          SUPERSEDED SURVEY CONTROL
 PW0030
 PW0030  NGVD 29 (??/??/92) 1158.655  (m)         3801.35   (f) ADJ UNCH    1 2
 PW0030
 PW0030.Superseded values are not recommended for survey control.
 PW0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0030.See file dsdata.txt to determine how the superseded data were derived.
 PW0030
 PW0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK952510(NAD 83)
 PW0030_MARKER: DB = BENCH MARK DISK
 PW0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0030_SP_SET: ABUTMENT
 PW0030_STAMPING: N 127 1957
 PW0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0030
 PW0030  HISTORY     - Date     Condition        Report By
 PW0030  HISTORY     - 1957     MONUMENTED       CGS
 PW0030
 PW0030                          STATION DESCRIPTION
 PW0030
 PW0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0030'5.7 MI NE FROM CLEARMONT.
 PW0030'5.7 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0030'FROM THE STATION AT CLEARMONT, IN THE TOP OF THE SOUTHEAST END OF THE
 PW0030'NORTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 655.00, 5 1/2 FEET
 PW0030'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF
 PW0030'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0152 ***********************************************************************
 PW0152  DESIGNATION -  N 128
 PW0152  PID         -  PW0152
 PW0152  STATE/COUNTY-  WY/SHERIDAN
 PW0152  USGS QUAD   -  JONES DRAW (1970)
 PW0152
 PW0152                         *CURRENT SURVEY CONTROL
 PW0152  ___________________________________________________________________
 PW0152* NAD 83(1986)-  44 47 08.     (N)    106 43 44.     (W)     SCALED    
 PW0152* NAVD 88     -      1165.395  (meters)    3823.47   (feet)  ADJUSTED  
 PW0152  ___________________________________________________________________
 PW0152  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 PW0152  DYNAMIC HT  -        1164.943 (meters)    3821.98  (feet)  COMP
 PW0152  MODELED GRAV-     980,190.4   (mgal)                       NAVD 88
 PW0152
 PW0152  VERT ORDER  -  FIRST     CLASS II
 PW0152
 PW0152.The horizontal coordinates were scaled from a topographic map and have
 PW0152.an estimated accuracy of +/- 6 seconds.
 PW0152
 PW0152.The orthometric height was determined by differential leveling
 PW0152.and adjusted by the National Geodetic Survey in June 1991..
 PW0152
 PW0152.The geoid height was determined by GEOID03.
 PW0152
 PW0152.The dynamic height is computed by dividing the NAVD 88
 PW0152.geopotential number by the normal gravity value computed on the
 PW0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0152.degrees latitude (g = 980.6199 gals.).
 PW0152
 PW0152.The modeled gravity was interpolated from observed gravity values.
 PW0152
 PW0152;                    North         East    Units  Estimated Accuracy
 PW0152;SPC WYEC     -   576,210.      447,830.      MT  (+/- 180 meters Scaled)
 PW0152
 PW0152                          SUPERSEDED SURVEY CONTROL
 PW0152
 PW0152  NGVD 29 (??/??/92) 1164.652  (m)         3821.03   (f) ADJ UNCH    1 2
 PW0152
 PW0152.Superseded values are not recommended for survey control.
 PW0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0152.See file dsdata.txt to determine how the superseded data were derived.
 PW0152
 PW0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK632605(NAD 83)
 PW0152_MARKER: DB = BENCH MARK DISK
 PW0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0152_STAMPING: N 128 1957
 PW0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0152+STABILITY: SURFACE MOTION
 PW0152
 PW0152  HISTORY     - Date     Condition        Report By
 PW0152  HISTORY     - 1957     MONUMENTED       CGS
 PW0152
 PW0152                          STATION DESCRIPTION
 PW0152
 PW0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0152'14.3 MI SE FROM SHERIDAN.
 PW0152'14.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0152'FROM THE STATION AT SHERIDAN, 7 FEET WEST OF THE 10TH POLE NORTHWEST
 PW0152'OF MILEPOST 684, 38 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 58 FEET
 PW0152'EAST OF THE CENTER LINE OF THE CROSSING, 58 FEET SOUTH-SOUTHWEST OF A
 PW0152'FENCE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 PW0152'FOOT ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 PW0152'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0113 ***********************************************************************
 PW0113  DESIGNATION -  N 129
 PW0113  PID         -  PW0113
 PW0113  STATE/COUNTY-  WY/SHERIDAN
 PW0113  USGS QUAD   -  ACME (1978)
 PW0113
 PW0113                         *CURRENT SURVEY CONTROL
 PW0113  ___________________________________________________________________
 PW0113* NAD 83(1986)-  44 54 16.     (N)    106 59 27.     (W)     SCALED    
 PW0113* NAVD 88     -      1104.225  (meters)    3622.78   (feet)  ADJUSTED  
 PW0113  ___________________________________________________________________
 PW0113  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 PW0113  DYNAMIC HT  -        1103.855 (meters)    3621.56  (feet)  COMP
 PW0113  MODELED GRAV-     980,245.1   (mgal)                       NAVD 88
 PW0113
 PW0113  VERT ORDER  -  FIRST     CLASS II
 PW0113
 PW0113.The horizontal coordinates were scaled from a topographic map and have
 PW0113.an estimated accuracy of +/- 6 seconds.
 PW0113
 PW0113.The orthometric height was determined by differential leveling
 PW0113.and adjusted by the National Geodetic Survey in June 1991..
 PW0113
 PW0113.The geoid height was determined by GEOID03.
 PW0113
 PW0113.The dynamic height is computed by dividing the NAVD 88
 PW0113.geopotential number by the normal gravity value computed on the
 PW0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0113.degrees latitude (g = 980.6199 gals.).
 PW0113
 PW0113.The modeled gravity was interpolated from observed gravity values.
 PW0113
 PW0113;                    North         East    Units  Estimated Accuracy
 PW0113;SPC WYEC     -   589,300.      427,050.      MT  (+/- 180 meters Scaled)
 PW0113
 PW0113                          SUPERSEDED SURVEY CONTROL
 PW0113
 PW0113  NGVD 29 (??/??/92) 1103.509  (m)         3620.43   (f) ADJ UNCH    1 2
 PW0113
 PW0113.Superseded values are not recommended for survey control.
 PW0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0113.See file dsdata.txt to determine how the superseded data were derived.
 PW0113
 PW0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK428742(NAD 83)
 PW0113_MARKER: DB = BENCH MARK DISK
 PW0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0113_SP_SET: ABUTMENT
 PW0113_STAMPING: N 129 1957
 PW0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0113
 PW0113  HISTORY     - Date     Condition        Report By
 PW0113  HISTORY     - 1957     MONUMENTED       CGS
 PW0113
 PW0113                          STATION DESCRIPTION
 PW0113
 PW0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0113'1.85 MI E FROM KLEENBURN.
 PW0113'1.85 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0113'THE STATION AT KLEENBURN, IN THE TOP OF THE SOUTH END OF THE EAST
 PW0113'CONCRETE ABUTMENT OF BRIDGE NUMBER 706.26, 5 1/2 FEET SOUTH OF THE
 PW0113'SOUTH RAIL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0067 ***********************************************************************
 PY0067  DESIGNATION -  N 13
 PY0067  PID         -  PY0067
 PY0067  STATE/COUNTY-  WY/TETON
 PY0067  USGS QUAD   -  LEWIS FALLS (1986)
 PY0067
 PY0067                         *CURRENT SURVEY CONTROL
 PY0067  ___________________________________________________________________
 PY0067* NAD 83(1986)-  44 15 54.     (N)    110 38 17.     (W)     SCALED    
 PY0067* NAVD 88     -      2361.112  (meters)    7746.41   (feet)  ADJUSTED  
 PY0067  ___________________________________________________________________
 PY0067  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0067  DYNAMIC HT  -        2359.525 (meters)    7741.21  (feet)  COMP
 PY0067  MODELED GRAV-     979,860.8   (mgal)                       NAVD 88
 PY0067
 PY0067  VERT ORDER  -  FIRST     CLASS II
 PY0067
 PY0067.The horizontal coordinates were scaled from a topographic map and have
 PY0067.an estimated accuracy of +/- 6 seconds.
 PY0067
 PY0067.The orthometric height was determined by differential leveling
 PY0067.and adjusted by the National Geodetic Survey in June 1991..
 PY0067
 PY0067.The geoid height was determined by GEOID03.
 PY0067
 PY0067.The dynamic height is computed by dividing the NAVD 88
 PY0067.geopotential number by the normal gravity value computed on the
 PY0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0067.degrees latitude (g = 980.6199 gals.).
 PY0067
 PY0067.The modeled gravity was interpolated from observed gravity values.
 PY0067
 PY0067;                    North         East    Units  Estimated Accuracy
 PY0067;SPC WY W     -   518,340.      755,710.      MT  (+/- 180 meters Scaled)
 PY0067
 PY0067                          SUPERSEDED SURVEY CONTROL
 PY0067
 PY0067  NGVD 29 (08/20/92) 2359.751  (m)         7741.95   (f) ADJUSTED    1 2
 PY0067
 PY0067.Superseded values are not recommended for survey control.
 PY0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0067.See file dsdata.txt to determine how the superseded data were derived.
 PY0067
 PY0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ288013(NAD 83)
 PY0067_MARKER: DB = BENCH MARK DISK
 PY0067_SETTING: 80 = SET IN A BOULDER
 PY0067_SP_SET: BOULDER
 PY0067_STAMPING: N 13 1923 7742.107
 PY0067_MARK LOGO: CGS   
 PY0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0067+STABILITY: SURFACE MOTION
 PY0067
 PY0067  HISTORY     - Date     Condition        Report By
 PY0067  HISTORY     - 1923     MONUMENTED       CGS
 PY0067  HISTORY     - 1934     GOOD             NGS
 PY0067  HISTORY     - 1987     GOOD             NGS
 PY0067
 PY0067                          STATION DESCRIPTION
 PY0067
 PY0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0067'10.0 MI N FROM SOUTH ENTRANCE.
 PY0067'10.0 MILES NORTH ALONG THE SOUTH ENTRANCE-THUMB RANGER STATION ROAD
 PY0067'FROM SOUTH ENTRANCE, YELLOWSTONE NATIONAL PARK, 0.2 MILE SOUTH OF THE
 PY0067'BRIDGE OVER LEWIS RIVER, 20 YARDS SOUTH OF A MILEPOST, 15 FEET WEST OF
 PY0067'THE NEW ROAD, 4 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A GRAY
 PY0067'BOULDER.  A STANDARD DISK, STAMPED 7742.107 N 13 1923.
 PY0067
 PY0067                          STATION RECOVERY (1987)
 PY0067
 PY0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0183 ***********************************************************************
 MO0183  DESIGNATION -  N 130
 MO0183  PID         -  MO0183
 MO0183  STATE/COUNTY-  WY/LARAMIE
 MO0183  USGS QUAD   -  P O RANCH (1978)
 MO0183
 MO0183                         *CURRENT SURVEY CONTROL
 MO0183  ___________________________________________________________________
 MO0183* NAD 83(1986)-  41 16 58.     (N)    104 45 09.     (W)     SCALED    
 MO0183* NAVD 88     -      1836.550  (meters)    6025.41   (feet)  ADJUSTED  
 MO0183  ___________________________________________________________________
 MO0183  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 MO0183  DYNAMIC HT  -        1834.983 (meters)    6020.27  (feet)  COMP
 MO0183  MODELED GRAV-     979,705.6   (mgal)                       NAVD 88
 MO0183
 MO0183  VERT ORDER  -  SECOND    CLASS 0
 MO0183
 MO0183.The horizontal coordinates were scaled from a topographic map and have
 MO0183.an estimated accuracy of +/- 6 seconds.
 MO0183
 MO0183.The orthometric height was determined by differential leveling
 MO0183.and adjusted by the National Geodetic Survey in June 1991..
 MO0183
 MO0183.The geoid height was determined by GEOID03.
 MO0183
 MO0183.The dynamic height is computed by dividing the NAVD 88
 MO0183.geopotential number by the normal gravity value computed on the
 MO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0183.degrees latitude (g = 980.6199 gals.).
 MO0183
 MO0183.The modeled gravity was interpolated from observed gravity values.
 MO0183
 MO0183;                    North         East    Units  Estimated Accuracy
 MO0183;SPC WY E     -    87,010.      234,700.      MT  (+/- 180 meters Scaled)
 MO0183
 MO0183                          SUPERSEDED SURVEY CONTROL
 MO0183
 MO0183  NGVD 29 (??/??/92) 1835.561  (m)         6022.17   (f) ADJ UNCH    2 0
 MO0183
 MO0183.Superseded values are not recommended for survey control.
 MO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0183.See file dsdata.txt to determine how the superseded data were derived.
 MO0183
 MO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF207701(NAD 83)
 MO0183_MARKER: DB = BENCH MARK DISK
 MO0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0183_STAMPING: N 130 1959
 MO0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0183+STABILITY: SURFACE MOTION
 MO0183
 MO0183  HISTORY     - Date     Condition        Report By
 MO0183  HISTORY     - 1959     MONUMENTED       CGS
 MO0183
 MO0183                          STATION DESCRIPTION
 MO0183
 MO0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0183'12.7 MI NE FROM CHEYENNE.
 MO0183'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0183'CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE 5.7
 MO0183'MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 5.8 MILES NORTHEAST
 MO0183'ON U.S. HIGHWAY 85, 71 FEET SOUTHEAST OF THE CENTERLINE OF THE
 MO0183'HIGHWAY, 2.8 FEET SOUTH OF A METAL WTINESS POST AND 1 FOOT NORTHWEST
 MO0183'OF THE RIGHT OF WAY FENCE ABOUT 2 FEET BELOW THE LEVEL OF THE
 MO0183'ROAD.  SET IN A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0245 ***********************************************************************
 MQ0245  DESIGNATION -  N 131
 MQ0245  PID         -  MQ0245
 MQ0245  STATE/COUNTY-  WY/SWEETWATER
 MQ0245  USGS QUAD   -  PERU (1980)
 MQ0245
 MQ0245                         *CURRENT SURVEY CONTROL
 MQ0245  ___________________________________________________________________
 MQ0245* NAD 83(1986)-  41 33 25.     (N)    109 31 35.     (W)     SCALED    
 MQ0245* NAVD 88     -      1864.679  (meters)    6117.70   (feet)  ADJUSTED  
 MQ0245  ___________________________________________________________________
 MQ0245  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 MQ0245  DYNAMIC HT  -        1863.071 (meters)    6112.43  (feet)  COMP
 MQ0245  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 MQ0245
 MQ0245  VERT ORDER  -  FIRST     CLASS II
 MQ0245
 MQ0245.The horizontal coordinates were scaled from a topographic map and have
 MQ0245.an estimated accuracy of +/- 6 seconds.
 MQ0245
 MQ0245.The orthometric height was determined by differential leveling
 MQ0245.and adjusted by the National Geodetic Survey in June 1991..
 MQ0245
 MQ0245.The geoid height was determined by GEOID03.
 MQ0245
 MQ0245.The dynamic height is computed by dividing the NAVD 88
 MQ0245.geopotential number by the normal gravity value computed on the
 MQ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0245.degrees latitude (g = 980.6199 gals.).
 MQ0245
 MQ0245.The modeled gravity was interpolated from observed gravity values.
 MQ0245
 MQ0245;                    North         East    Units  Estimated Accuracy
 MQ0245;SPC WYWC     -   117,660.      535,240.      MT  (+/- 180 meters Scaled)
 MQ0245
 MQ0245                          SUPERSEDED SURVEY CONTROL
 MQ0245
 MQ0245  NGVD 29 (06/08/92) 1863.366  (m)         6113.39   (f) ADJUSTED    1 2
 MQ0245
 MQ0245.Superseded values are not recommended for survey control.
 MQ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0245.See file dsdata.txt to determine how the superseded data were derived.
 MQ0245
 MQ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM228016(NAD 83)
 MQ0245_MARKER: DB = BENCH MARK DISK
 MQ0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0245_SP_SET: WHEEL GUARD
 MQ0245_STAMPING: N 131 1958
 MQ0245_MARK LOGO: CGS   
 MQ0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0245
 MQ0245  HISTORY     - Date     Condition        Report By
 MQ0245  HISTORY     - 1958     MONUMENTED       CGS
 MQ0245  HISTORY     - 1974     GOOD             NGS
 MQ0245  HISTORY     - 1983     GOOD             NGS
 MQ0245
 MQ0245                          STATION DESCRIPTION
 MQ0245
 MQ0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0245'3.85 MI W FROM GREEN RIVER.
 MQ0245'ABOUT 3.85 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0245'GREEN RIVER, 17.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 MQ0245'WEST OF THE EAST END OF THE BRIDGE OVER GREEN RIVER, IN THE TOP OF THE
 MQ0245'EAST END OF THE NORTH CONCRETE WHEEL GUARD, AND ABOUT 1 FOOT ABOVE THE
 MQ0245'LEVEL OF THE HIGHWAY.
 MQ0245
 MQ0245                          STATION RECOVERY (1974)
 MQ0245
 MQ0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MQ0245'RECOVERED IN GOOD CONDITION.
 MQ0245
 MQ0245                          STATION RECOVERY (1983)
 MQ0245
 MQ0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0245'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0245'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0280 ***********************************************************************
 MQ0280  DESIGNATION -  N 132
 MQ0280  PID         -  MQ0280
 MQ0280  STATE/COUNTY-  WY/SWEETWATER
 MQ0280  USGS QUAD   -  GRANGER (1980)
 MQ0280
 MQ0280                         *CURRENT SURVEY CONTROL
 MQ0280  ___________________________________________________________________
 MQ0280* NAD 83(1986)-  41 35 18.     (N)    109 58 44.     (W)     SCALED    
 MQ0280* NAVD 88     -      1913.693  (meters)    6278.51   (feet)  ADJUSTED  
 MQ0280  ___________________________________________________________________
 MQ0280  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MQ0280  DYNAMIC HT  -        1912.057 (meters)    6273.14  (feet)  COMP
 MQ0280  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 MQ0280
 MQ0280  VERT ORDER  -  FIRST     CLASS II
 MQ0280
 MQ0280.The horizontal coordinates were scaled from a topographic map and have
 MQ0280.an estimated accuracy of +/- 6 seconds.
 MQ0280
 MQ0280.The orthometric height was determined by differential leveling
 MQ0280.and adjusted by the National Geodetic Survey in June 1991..
 MQ0280
 MQ0280.The geoid height was determined by GEOID03.
 MQ0280
 MQ0280.The dynamic height is computed by dividing the NAVD 88
 MQ0280.geopotential number by the normal gravity value computed on the
 MQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0280.degrees latitude (g = 980.6199 gals.).
 MQ0280
 MQ0280.The modeled gravity was interpolated from observed gravity values.
 MQ0280
 MQ0280;                    North         East    Units  Estimated Accuracy
 MQ0280;SPC WYWC     -   121,590.      497,540.      MT  (+/- 180 meters Scaled)
 MQ0280
 MQ0280                          SUPERSEDED SURVEY CONTROL
 MQ0280
 MQ0280  NGVD 29 (??/??/92) 1912.383  (m)         6274.21   (f) ADJ UNCH    1 2
 MQ0280
 MQ0280.Superseded values are not recommended for survey control.
 MQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0280.See file dsdata.txt to determine how the superseded data were derived.
 MQ0280
 MQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM851045(NAD 83)
 MQ0280_MARKER: DB = BENCH MARK DISK
 MQ0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0280_SP_SET: ABUTMENT
 MQ0280_STAMPING: N 132 1958
 MQ0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0280
 MQ0280  HISTORY     - Date     Condition        Report By
 MQ0280  HISTORY     - 1958     MONUMENTED       CGS
 MQ0280  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0280
 MQ0280                          STATION DESCRIPTION
 MQ0280
 MQ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0280'0.6 MI SW FROM GRANGER.
 MQ0280'ABOUT 0.6 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0280'STATION AT GRANGER, 8 FEET NORTHWEST OF THE NORTHWEST RAIL, IN THE TOP
 MQ0280'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE
 MQ0280'NUMBER 847.82, AND ABOUT 2 FEET BELOW THE TRACKS.
 MQ0280
 MQ0280                          STATION RECOVERY (1983)
 MQ0280
 MQ0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0280'THERE IS NEW CONCRETE ON TOP OF THIS ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0058 ***********************************************************************
 MR0058  DESIGNATION -  N 133
 MR0058  PID         -  MR0058
 MR0058  STATE/COUNTY-  WY/UINTA
 MR0058  USGS QUAD   -  CARTER (1964)
 MR0058
 MR0058                         *CURRENT SURVEY CONTROL
 MR0058  ___________________________________________________________________
 MR0058* NAD 83(1986)-  41 28 12.     (N)    110 23 03.     (W)     SCALED    
 MR0058* NAVD 88     -      1974.226  (meters)    6477.11   (feet)  ADJUSTED  
 MR0058  ___________________________________________________________________
 MR0058  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 MR0058  DYNAMIC HT  -        1972.525 (meters)    6471.53  (feet)  COMP
 MR0058  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 MR0058
 MR0058  VERT ORDER  -  FIRST     CLASS II
 MR0058
 MR0058.The horizontal coordinates were scaled from a topographic map and have
 MR0058.an estimated accuracy of +/- 6 seconds.
 MR0058
 MR0058.The orthometric height was determined by differential leveling
 MR0058.and adjusted by the National Geodetic Survey in June 1991..
 MR0058
 MR0058.The geoid height was determined by GEOID03.
 MR0058
 MR0058.The dynamic height is computed by dividing the NAVD 88
 MR0058.geopotential number by the normal gravity value computed on the
 MR0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0058.degrees latitude (g = 980.6199 gals.).
 MR0058
 MR0058.The modeled gravity was interpolated from observed gravity values.
 MR0058
 MR0058;                    North         East    Units  Estimated Accuracy
 MR0058;SPC WY W     -   207,760.      774,870.      MT  (+/- 180 meters Scaled)
 MR0058
 MR0058                          SUPERSEDED SURVEY CONTROL
 MR0058
 MR0058  NGVD 29 (06/08/92) 1972.958  (m)         6472.95   (f) ADJUSTED    1 2
 MR0058
 MR0058.Superseded values are not recommended for survey control.
 MR0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0058.See file dsdata.txt to determine how the superseded data were derived.
 MR0058
 MR0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL514911(NAD 83)
 MR0058_MARKER: DB = BENCH MARK DISK
 MR0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0058_STAMPING: N 133 1958
 MR0058_MARK LOGO: CGS   
 MR0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0058+STABILITY: SURFACE MOTION
 MR0058
 MR0058  HISTORY     - Date     Condition        Report By
 MR0058  HISTORY     - 1958     MONUMENTED       CGS
 MR0058  HISTORY     - 1983     GOOD             NGS
 MR0058
 MR0058                          STATION DESCRIPTION
 MR0058
 MR0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0058'3.4 MI NE FROM CARTER.
 MR0058'ABOUT 3.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0058'STATION AT CARTER, 288 FEET NORTHWEST AND ACROSS THE TRACKS FROM THE
 MR0058'4TH POLE SOUTHWEST OF MILEPOST 872, 195 FEET NORTHWEST OF THE
 MR0058'NORTHWEST RAIL, 1 1/2 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, 2 1/2
 MR0058'FEET NORTHEAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 MR0058'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0058
 MR0058                          STATION RECOVERY (1983)
 MR0058
 MR0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0135 ***********************************************************************
 MR0135  DESIGNATION -  N 134
 MR0135  PID         -  MR0135
 MR0135  STATE/COUNTY-  WY/UINTA
 MR0135  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0135
 MR0135                         *CURRENT SURVEY CONTROL
 MR0135  ___________________________________________________________________
 MR0135* NAD 83(1986)-  41 10 51.     (N)    110 47 49.     (W)     SCALED    
 MR0135* NAVD 88     -      2190.010  (meters)    7185.06   (feet)  ADJUSTED  
 MR0135  ___________________________________________________________________
 MR0135  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 MR0135  DYNAMIC HT  -        2187.940 (meters)    7178.27  (feet)  COMP
 MR0135  MODELED GRAV-     979,600.5   (mgal)                       NAVD 88
 MR0135
 MR0135  VERT ORDER  -  FIRST     CLASS II
 MR0135
 MR0135.The horizontal coordinates were scaled from a topographic map and have
 MR0135.an estimated accuracy of +/- 6 seconds.
 MR0135
 MR0135.The orthometric height was determined by differential leveling
 MR0135.and adjusted by the National Geodetic Survey in June 1991..
 MR0135
 MR0135.The geoid height was determined by GEOID03.
 MR0135
 MR0135.The dynamic height is computed by dividing the NAVD 88
 MR0135.geopotential number by the normal gravity value computed on the
 MR0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0135.degrees latitude (g = 980.6199 gals.).
 MR0135
 MR0135.The modeled gravity was interpolated from observed gravity values.
 MR0135
 MR0135;                    North         East    Units  Estimated Accuracy
 MR0135;SPC WY W     -   175,850.      740,130.      MT  (+/- 180 meters Scaled)
 MR0135
 MR0135                          SUPERSEDED SURVEY CONTROL
 MR0135
 MR0135  NGVD 29 (06/08/92) 2188.667  (m)         7180.65   (f) ADJUSTED    1 2
 MR0135
 MR0135.Superseded values are not recommended for survey control.
 MR0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0135.See file dsdata.txt to determine how the superseded data were derived.
 MR0135
 MR0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL170588(NAD 83)
 MR0135_MARKER: DB = BENCH MARK DISK
 MR0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0135_SP_SET: CULVERT
 MR0135_STAMPING: N 134 1958
 MR0135_MARK LOGO: CGS   
 MR0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0135
 MR0135  HISTORY     - Date     Condition        Report By
 MR0135  HISTORY     - 1958     MONUMENTED       CGS
 MR0135  HISTORY     - 1963     GOOD             USGS
 MR0135  HISTORY     - 1983     GOOD             NGS
 MR0135
 MR0135                          STATION DESCRIPTION
 MR0135
 MR0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0135'1.3 MI SW FROM ALTAMONT.
 MR0135'ABOUT 1.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0135'STATION AT ALTAMONT, 4 POLES NORTH OF MILEPOST 905, IN THE TOP OF THE
 MR0135'NORTH END OF THE EAST HEAD WALL OF A LARGE CONCRETE CULVERT, 22 FEET
 MR0135'EAST OF THE EAST RAIL, AND ABOUT 13 FEET BELOW THE LEVEL OF THE
 MR0135'TRACKS.
 MR0135
 MR0135                          STATION RECOVERY (1963)
 MR0135
 MR0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MR0135'RECOVERED IN GOOD CONDITION.
 MR0135
 MR0135                          STATION RECOVERY (1983)
 MR0135
 MR0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0135'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0135'FOLLOWING EXCEPTION, ADD 0.3 METER (1.0 FT) SOUTH OF THE NORTH END OF
 MR0135'THE EAST HEADWALL OF CULVERT NUMBER 904.92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0122 ***********************************************************************
 MR0122  DESIGNATION -  N 135
 MR0122  PID         -  MR0122
 MR0122  STATE/COUNTY-  WY/UINTA
 MR0122  USGS QUAD   -  RAGAN (1978)
 MR0122
 MR0122                         *CURRENT SURVEY CONTROL
 MR0122  ___________________________________________________________________
 MR0122* NAD 83(1986)-  41 16 55.     (N)    110 38 18.     (W)     SCALED    
 MR0122* NAVD 88     -      2085.496  (meters)    6842.16   (feet)  ADJUSTED  
 MR0122  ___________________________________________________________________
 MR0122  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 MR0122  DYNAMIC HT  -        2083.615 (meters)    6835.99  (feet)  COMP
 MR0122  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 MR0122
 MR0122  VERT ORDER  -  FIRST     CLASS II
 MR0122
 MR0122.The horizontal coordinates were scaled from a topographic map and have
 MR0122.an estimated accuracy of +/- 6 seconds.
 MR0122
 MR0122.The orthometric height was determined by differential leveling
 MR0122.and adjusted by the National Geodetic Survey in June 1991..
 MR0122.WARNING-Repeat measurements at this control monument indicate possible
 MR0122.vertical movement.
 MR0122
 MR0122.The geoid height was determined by GEOID03.
 MR0122
 MR0122.The dynamic height is computed by dividing the NAVD 88
 MR0122.geopotential number by the normal gravity value computed on the
 MR0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0122.degrees latitude (g = 980.6199 gals.).
 MR0122
 MR0122.The modeled gravity was interpolated from observed gravity values.
 MR0122
 MR0122;                    North         East    Units  Estimated Accuracy
 MR0122;SPC WY W     -   186,980.      753,510.      MT  (+/- 180 meters Scaled)
 MR0122
 MR0122                          SUPERSEDED SURVEY CONTROL
 MR0122
 MR0122  NGVD 29 (06/08/92) 2084.207  (m)         6837.94   (f) ADJUSTED    1 2
 MR0122
 MR0122.Superseded values are not recommended for survey control.
 MR0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0122.See file dsdata.txt to determine how the superseded data were derived.
 MR0122
 MR0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL302701(NAD 83)
 MR0122_MARKER: DB = BENCH MARK DISK
 MR0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0122_STAMPING: N 135 1958
 MR0122_MARK LOGO: CGS   
 MR0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0122+STABILITY: SURFACE MOTION
 MR0122
 MR0122  HISTORY     - Date     Condition        Report By
 MR0122  HISTORY     - 1958     MONUMENTED       CGS
 MR0122  HISTORY     - 1983     GOOD             NGS
 MR0122
 MR0122                          STATION DESCRIPTION
 MR0122
 MR0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0122'10.0 MI NE FROM ALTAMONT.
 MR0122'ABOUT 10.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0122'STATION AT ALTAMONT, ABOUT 0.4 MILE NORTHEAST OF MILEPOST 894, AT A
 MR0122'PRIVATE ROAD CROSSING, 56 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF
 MR0122'THE CROSSING, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 16 FEET
 MR0122'SOUTHWEST OF THE CENTER LINE OF A GATE, 2 1/2 FEET NORTHWEST OF THE
 MR0122'RIGHT OF WAY FENCE, 2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3
 MR0122'FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 MR0122'PROJECTING 8 INCHES.
 MR0122
 MR0122                          STATION RECOVERY (1983)
 MR0122
 MR0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0396 ***********************************************************************
 MP0396  DESIGNATION -  N 14
 MP0396  PID         -  MP0396
 MP0396  STATE/COUNTY-  WY/CARBON
 MP0396  USGS QUAD   -  EIGHTMILE LAKE (1981)
 MP0396
 MP0396                         *CURRENT SURVEY CONTROL
 MP0396  ___________________________________________________________________
 MP0396* NAD 83(1986)-  41 34 09.     (N)    107 56 11.     (W)     SCALED    
 MP0396* NAVD 88     -      2041.989  (meters)    6699.43   (feet)  ADJUSTED  
 MP0396  ___________________________________________________________________
 MP0396  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 MP0396  DYNAMIC HT  -        2040.166 (meters)    6693.44  (feet)  COMP
 MP0396  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 MP0396
 MP0396  VERT ORDER  -  FIRST     CLASS II
 MP0396
 MP0396.The horizontal coordinates were scaled from a topographic map and have
 MP0396.an estimated accuracy of +/- 6 seconds.
 MP0396
 MP0396.The orthometric height was determined by differential leveling
 MP0396.and adjusted by the National Geodetic Survey in June 1991..
 MP0396
 MP0396.The geoid height was determined by GEOID03.
 MP0396
 MP0396.The dynamic height is computed by dividing the NAVD 88
 MP0396.geopotential number by the normal gravity value computed on the
 MP0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0396.degrees latitude (g = 980.6199 gals.).
 MP0396
 MP0396.The modeled gravity was interpolated from observed gravity values.
 MP0396
 MP0396;                    North         East    Units  Estimated Accuracy
 MP0396;SPC WYEC     -   218,900.      349,700.      MT  (+/- 180 meters Scaled)
 MP0396
 MP0396                          SUPERSEDED SURVEY CONTROL
 MP0396
 MP0396  NGVD 29 (??/??/92) 2040.730  (m)         6695.30   (f) ADJ UNCH    1 2
 MP0396
 MP0396.Superseded values are not recommended for survey control.
 MP0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0396.See file dsdata.txt to determine how the superseded data were derived.
 MP0396
 MP0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG551061(NAD 83)
 MP0396_MARKER: DB = BENCH MARK DISK
 MP0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0396_STAMPING: N 14 1933
 MP0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0396+STABILITY: SURFACE MOTION
 MP0396
 MP0396  HISTORY     - Date     Condition        Report By
 MP0396  HISTORY     - 1933     MONUMENTED       CGS
 MP0396  HISTORY     - 1956     MARK NOT FOUND   NGS
 MP0396  HISTORY     - 1966     MARK NOT FOUND   USGS
 MP0396
 MP0396                          STATION DESCRIPTION
 MP0396
 MP0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0396'7.8 MI S FROM WAMSUTTER.
 MP0396'IN CARBON COUNTY, ABOUT 7.8 MILES SOUTH ALONG THE BAGGS-WAMSUTTER
 MP0396'HIGHWAY FROM THE UNION PACIFIC RAILWAY CROSSING AT WAMSUTTER,
 MP0396'SWEETWATER COUNTY, AT A POINT WHERE A SIDE ROAD TURNS WEST, 40 FEET
 MP0396'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 17 FEET NORTH OF THE EAST
 MP0396'SIDE OF THE SIDE ROAD.  A STANDARD DISK, STAMPED N 14 1933 AND SET IN
 MP0396'THE TOP OF A CONCRETE POST.
 MP0396
 MP0396                          STATION RECOVERY (1966)
 MP0396
 MP0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MP0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0037 ***********************************************************************
 MP0037  DESIGNATION -  N 141
 MP0037  PID         -  MP0037
 MP0037  STATE/COUNTY-  WY/CARBON
 MP0037  USGS QUAD   -  MEDICINE BOW (1971)
 MP0037
 MP0037                         *CURRENT SURVEY CONTROL
 MP0037  ___________________________________________________________________
 MP0037* NAD 83(1986)-  41 54 28.     (N)    106 12 10.     (W)     SCALED    
 MP0037* NAVD 88     -      1997.036  (meters)    6551.94   (feet)  ADJUSTED  
 MP0037  ___________________________________________________________________
 MP0037  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 MP0037  DYNAMIC HT  -        1995.365 (meters)    6546.46  (feet)  COMP
 MP0037  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 MP0037
 MP0037  VERT ORDER  -  SECOND    CLASS 0
 MP0037
 MP0037.The horizontal coordinates were scaled from a topographic map and have
 MP0037.an estimated accuracy of +/- 6 seconds.
 MP0037
 MP0037.The orthometric height was determined by differential leveling
 MP0037.and adjusted by the National Geodetic Survey in June 1991..
 MP0037
 MP0037.The geoid height was determined by GEOID03.
 MP0037
 MP0037.The dynamic height is computed by dividing the NAVD 88
 MP0037.geopotential number by the normal gravity value computed on the
 MP0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0037.degrees latitude (g = 980.6199 gals.).
 MP0037
 MP0037.The modeled gravity was interpolated from observed gravity values.
 MP0037
 MP0037;                    North         East    Units  Estimated Accuracy
 MP0037;SPC WYEC     -   256,950.      493,800.      MT  (+/- 180 meters Scaled)
 MP0037
 MP0037                          SUPERSEDED SURVEY CONTROL
 MP0037
 MP0037  NGVD 29 (??/??/92) 1995.92   (m)         6548.3    (f) COMPUTED    2 0
 MP0037
 MP0037.Superseded values are not recommended for survey control.
 MP0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0037.See file dsdata.txt to determine how the superseded data were derived.
 MP0037
 MP0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG002402(NAD 83)
 MP0037_MARKER: DB = BENCH MARK DISK
 MP0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0037_STAMPING: N 141 1959
 MP0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0037+STABILITY: SURFACE MOTION
 MP0037
 MP0037  HISTORY     - Date     Condition        Report By
 MP0037  HISTORY     - 1959     MONUMENTED       CGS
 MP0037  HISTORY     - 1971     MARK NOT FOUND   USGS
 MP0037  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0037
 MP0037                          STATION DESCRIPTION
 MP0037
 MP0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MP0037'1.1 MI N FROM MEDICINE BOW.
 MP0037'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 MP0037'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 0.9 MILE NORTH ALONG A
 MP0037'PAVED ROAD, 89 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN
 MP0037'SECTION 5, R 78 W, T 22 N, ABOUT 275 FEET WEST OF THE CENTER LINE OF A
 MP0037'PROPOSED ROAD, ABOUT 0.1 MILE NORTH OF A NEW BRIDGE OVER THE MEDICINE
 MP0037'BOW RIVER, 1.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 MP0037'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 MP0037'INCHES.
 MP0037
 MP0037                          STATION RECOVERY (1971)
 MP0037
 MP0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0037'MARK NOT FOUND.
 MP0037
 MP0037                          STATION RECOVERY (1983)
 MP0037
 MP0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0037'THERE HAS BEEN ROAD WORK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0118 ***********************************************************************
 NR0118  DESIGNATION -  N 142
 NR0118  PID         -  NR0118
 NR0118  STATE/COUNTY-  WY/NATRONA
 NR0118  USGS QUAD   -  BATES CREEK RESERVOIR (1984)
 NR0118
 NR0118                         *CURRENT SURVEY CONTROL
 NR0118  ___________________________________________________________________
 NR0118* NAD 83(1986)-  42 26 19.     (N)    106 13 39.     (W)     SCALED    
 NR0118* NAVD 88     -      2282.497  (meters)    7488.49   (feet)  ADJUSTED  
 NR0118  ___________________________________________________________________
 NR0118  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 NR0118  DYNAMIC HT  -        2280.694 (meters)    7482.58  (feet)  COMP
 NR0118  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 NR0118
 NR0118  VERT ORDER  -  SECOND    CLASS 0
 NR0118
 NR0118.The horizontal coordinates were scaled from a topographic map and have
 NR0118.an estimated accuracy of +/- 6 seconds.
 NR0118
 NR0118.The orthometric height was determined by differential leveling
 NR0118.and adjusted by the National Geodetic Survey in June 1991..
 NR0118
 NR0118.The geoid height was determined by GEOID03.
 NR0118
 NR0118.The dynamic height is computed by dividing the NAVD 88
 NR0118.geopotential number by the normal gravity value computed on the
 NR0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0118.degrees latitude (g = 980.6199 gals.).
 NR0118
 NR0118.The modeled gravity was interpolated from observed gravity values.
 NR0118
 NR0118;                    North         East    Units  Estimated Accuracy
 NR0118;SPC WYEC     -   315,890.      490,980.      MT  (+/- 180 meters Scaled)
 NR0118
 NR0118                          SUPERSEDED SURVEY CONTROL
 NR0118
 NR0118  NGVD 29 (??/??/92) 2281.380  (m)         7484.83   (f) ADJ UNCH    2 0
 NR0118
 NR0118.Superseded values are not recommended for survey control.
 NR0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0118.See file dsdata.txt to determine how the superseded data were derived.
 NR0118
 NR0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG990992(NAD 83)
 NR0118_MARKER: DB = BENCH MARK DISK
 NR0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0118_STAMPING: N 142 1959
 NR0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0118+STABILITY: SURFACE MOTION
 NR0118
 NR0118  HISTORY     - Date     Condition        Report By
 NR0118  HISTORY     - 1959     MONUMENTED       CGS
 NR0118
 NR0118                          STATION DESCRIPTION
 NR0118
 NR0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0118'45.9 MI S FROM CASPER.
 NR0118'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0118'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0118'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0118'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0118'ROAD, THENCE ABOUT 21.1 MILES SOUTHEAST ALONG A DIRT ROAD, 43 FEET
 NR0118'NORTHEAST OF THE CENTER LINE OF THE ROAD, IN SECTION 31, R 78 W, T 29
 NR0118'N, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NR0118'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0348 ***********************************************************************
 NQ0348  DESIGNATION -  N 143
 NQ0348  PID         -  NQ0348
 NQ0348  STATE/COUNTY-  WY/PLATTE
 NQ0348  USGS QUAD   -  FLETCHER PARK (1992)
 NQ0348
 NQ0348                         *CURRENT SURVEY CONTROL
 NQ0348  ___________________________________________________________________
 NQ0348* NAD 83(1986)-  42 08 45.     (N)    105 15 29.     (W)     SCALED    
 NQ0348* NAVD 88     -      1661.762  (meters)    5451.96   (feet)  ADJUSTED  
 NQ0348  ___________________________________________________________________
 NQ0348  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 NQ0348  DYNAMIC HT  -        1660.672 (meters)    5448.39  (feet)  COMP
 NQ0348  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 NQ0348
 NQ0348  VERT ORDER  -  SECOND    CLASS 0
 NQ0348
 NQ0348.The horizontal coordinates were scaled from a topographic map and have
 NQ0348.an estimated accuracy of +/- 6 seconds.
 NQ0348
 NQ0348.The orthometric height was determined by differential leveling
 NQ0348.and adjusted by the National Geodetic Survey in June 1991..
 NQ0348
 NQ0348.The geoid height was determined by GEOID03.
 NQ0348
 NQ0348.The dynamic height is computed by dividing the NAVD 88
 NQ0348.geopotential number by the normal gravity value computed on the
 NQ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0348.degrees latitude (g = 980.6199 gals.).
 NQ0348
 NQ0348.The modeled gravity was interpolated from observed gravity values.
 NQ0348
 NQ0348;                    North         East    Units  Estimated Accuracy
 NQ0348;SPC WY E     -   182,780.      192,450.      MT  (+/- 180 meters Scaled)
 NQ0348
 NQ0348                          SUPERSEDED SURVEY CONTROL
 NQ0348
 NQ0348  NGVD 29 (??/??/92) 1660.944  (m)         5449.28   (f) ADJ UNCH    2 0
 NQ0348
 NQ0348.Superseded values are not recommended for survey control.
 NQ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0348.See file dsdata.txt to determine how the superseded data were derived.
 NQ0348
 NQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG786660(NAD 83)
 NQ0348_MARKER: DB = BENCH MARK DISK
 NQ0348_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0348_SP_SET: ROCK OUTCROP
 NQ0348_STAMPING: N 143 1959
 NQ0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0348+STABILITY: POSITION/ELEVATION WELL
 NQ0348
 NQ0348  HISTORY     - Date     Condition        Report By
 NQ0348  HISTORY     - 1959     MONUMENTED       CGS
 NQ0348
 NQ0348                          STATION DESCRIPTION
 NQ0348
 NQ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0348'20.8 MI NW FROM WHEATLAND.
 NQ0348'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0348'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0348'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG A
 NQ0348'PAVED ROAD, THENCE ABOUT 4.85 MILES WEST ALONG A GRADED DIRT
 NQ0348'ROAD, IN THE NORTHWEST 1/4 OF SECTION 16, T 25 N, R 70 W, 50
 NQ0348'FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 NQ0348'GRANITE ROCK OUTCROP, ABOUT 1 1/2 FEET ABOVE THE GROUND, ABOUT
 NQ0348'0.35 MILE EAST OF A TELEPHONE LINE WHICH CROSSES THE ROAD, ON
 NQ0348'THE NORTH SLOPE OF A PINACLE ROCK HILL, WHICH IS AT THE WEST END
 NQ0348'OF A BARE RIDGE BETWEEN LANTIS CREEK AND CAMP CREEK, 318 FEET
 NQ0348'NORTH OF A LONE 15-INCH PINE TREE WHICH IS ON THE TOP OF THE
 NQ0348'ROCK PINACLE 32 FEET SOUTH OF A SMALL LONE SCRUBBY PINE TREE, AND
 NQ0348'ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0373 ***********************************************************************
 NQ0373  DESIGNATION -  N 144
 NQ0373  PID         -  NQ0373
 NQ0373  STATE/COUNTY-  WY/ALBANY
 NQ0373  USGS QUAD   -  GARRETT (1968)
 NQ0373
 NQ0373                         *CURRENT SURVEY CONTROL
 NQ0373  ___________________________________________________________________
 NQ0373* NAD 83(1986)-  42 05 48.     (N)    105 32 32.     (W)     SCALED    
 NQ0373* NAVD 88     -      2178.062  (meters)    7145.86   (feet)  ADJUSTED  
 NQ0373  ___________________________________________________________________
 NQ0373  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 NQ0373  DYNAMIC HT  -        2176.405 (meters)    7140.42  (feet)  COMP
 NQ0373  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 NQ0373
 NQ0373  VERT ORDER  -  SECOND    CLASS 0
 NQ0373
 NQ0373.The horizontal coordinates were scaled from a topographic map and have
 NQ0373.an estimated accuracy of +/- 6 seconds.
 NQ0373
 NQ0373.The orthometric height was determined by differential leveling
 NQ0373.and adjusted by the National Geodetic Survey in June 1991..
 NQ0373
 NQ0373.The geoid height was determined by GEOID03.
 NQ0373
 NQ0373.The dynamic height is computed by dividing the NAVD 88
 NQ0373.geopotential number by the normal gravity value computed on the
 NQ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0373.degrees latitude (g = 980.6199 gals.).
 NQ0373
 NQ0373.The modeled gravity was interpolated from observed gravity values.
 NQ0373
 NQ0373;                    North         East    Units  Estimated Accuracy
 NQ0373;SPC WY E     -   177,380.      168,930.      MT  (+/- 180 meters Scaled)
 NQ0373
 NQ0373                          SUPERSEDED SURVEY CONTROL
 NQ0373
 NQ0373  NGVD 29 (??/??/92) 2177.099  (m)         7142.70   (f) ADJ UNCH    2 0
 NQ0373
 NQ0373.Superseded values are not recommended for survey control.
 NQ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0373.See file dsdata.txt to determine how the superseded data were derived.
 NQ0373
 NQ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG551606(NAD 83)
 NQ0373_MARKER: DB = BENCH MARK DISK
 NQ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0373_STAMPING: N 144 1959
 NQ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0373+STABILITY: SURFACE MOTION
 NQ0373
 NQ0373  HISTORY     - Date     Condition        Report By
 NQ0373  HISTORY     - 1959     MONUMENTED       CGS
 NQ0373
 NQ0373                          STATION DESCRIPTION
 NQ0373
 NQ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0373'5.5 MI E FROM GARRETT.
 NQ0373'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0373'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG
 NQ0373'A GRADED DIRT ROAD, THENCE ABOUT 2.0 MILES NORTHEAST ALONG A
 NQ0373'TRACK ROAD, AT THE NORTH SIDE OF A TRIANGLE FORMED BY THE ROADS,
 NQ0373'IN SECTION 36, T 25 N, R 73 W, 32 FEET NORTHWEST OF THE CENTER
 NQ0373'LINE OF THE ROAD, 2.5 FEET NORTHWEST OF A METAL WITNESS POST,
 NQ0373'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NQ0373'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0397 ***********************************************************************
 NQ0397  DESIGNATION -  N 145
 NQ0397  PID         -  NQ0397
 NQ0397  STATE/COUNTY-  WY/ALBANY
 NQ0397  USGS QUAD   -  ROGERS CREEK (1968)
 NQ0397
 NQ0397                         *CURRENT SURVEY CONTROL
 NQ0397  ___________________________________________________________________
 NQ0397* NAD 83(1986)-  42 13 52.     (N)    105 49 47.     (W)     SCALED    
 NQ0397* NAVD 88     -      2219.744  (meters)    7282.61   (feet)  ADJUSTED  
 NQ0397  ___________________________________________________________________
 NQ0397  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 NQ0397  DYNAMIC HT  -        2218.021 (meters)    7276.96  (feet)  COMP
 NQ0397  MODELED GRAV-     979,764.8   (mgal)                       NAVD 88
 NQ0397
 NQ0397  VERT ORDER  -  SECOND    CLASS 0
 NQ0397
 NQ0397.The horizontal coordinates were scaled from a topographic map and have
 NQ0397.an estimated accuracy of +/- 6 seconds.
 NQ0397
 NQ0397.The orthometric height was determined by differential leveling
 NQ0397.and adjusted by the National Geodetic Survey in June 1991..
 NQ0397
 NQ0397.The geoid height was determined by GEOID03.
 NQ0397
 NQ0397.The dynamic height is computed by dividing the NAVD 88
 NQ0397.geopotential number by the normal gravity value computed on the
 NQ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0397.degrees latitude (g = 980.6199 gals.).
 NQ0397
 NQ0397.The modeled gravity was interpolated from observed gravity values.
 NQ0397
 NQ0397;                    North         East    Units  Estimated Accuracy
 NQ0397;SPC WY E     -   192,460.      145,270.      MT  (+/- 180 meters Scaled)
 NQ0397
 NQ0397                          SUPERSEDED SURVEY CONTROL
 NQ0397
 NQ0397  NGVD 29 (??/??/92) 2218.717  (m)         7279.24   (f) ADJ UNCH    2 0
 NQ0397
 NQ0397.Superseded values are not recommended for survey control.
 NQ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0397.See file dsdata.txt to determine how the superseded data were derived.
 NQ0397
 NQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG315757(NAD 83)
 NQ0397_MARKER: DB = BENCH MARK DISK
 NQ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0397_STAMPING: N 145 1959
 NQ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0397+STABILITY: SURFACE MOTION
 NQ0397
 NQ0397  HISTORY     - Date     Condition        Report By
 NQ0397  HISTORY     - 1959     MONUMENTED       CGS
 NQ0397
 NQ0397                          STATION DESCRIPTION
 NQ0397
 NQ0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0397'19.1 MI NW FROM GARRETT.
 NQ0397'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0397'POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG A
 NQ0397'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6
 NQ0397'MILE SOUTH ALONG THE OLD FETTERMAN ROAD WHICH IS COUNTY ROAD
 NQ0397'61, THENCE ABOUT 9.85 MILES NORTHWEST ALONG A GRADED DIRT
 NQ0397'ROAD WHICH IS COUNTY ROAD 64, ON THE NORTHWEST EDGE OF A MESA,
 NQ0397'IN THE NORTHEAST CORNER OF SECTION 16, T 26 N, R 75 W,
 NQ0397'65 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE
 NQ0397'SOUTHEAST OF A CATTLE GUARD IN AN EAST-WEST FENCE, ABOUT 0.1
 NQ0397'MILE SOUTHWEST OF A T FENCE CORNER, 1.5 FEET SOUTHWEST OF A
 NQ0397'METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING
 NQ0397'7 INCHES.  THE MARK IS ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0127 ***********************************************************************
 NR0127  DESIGNATION -  N 146
 NR0127  PID         -  NR0127
 NR0127  STATE/COUNTY-  WY/ALBANY
 NR0127  USGS QUAD   -  SQUAW SPRING (1992)
 NR0127
 NR0127                         *CURRENT SURVEY CONTROL
 NR0127  ___________________________________________________________________
 NR0127* NAD 83(1986)-  42 22 44.     (N)    106 01 50.     (W)     SCALED    
 NR0127* NAVD 88     -      2208.741  (meters)    7246.51   (feet)  ADJUSTED  
 NR0127  ___________________________________________________________________
 NR0127  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 NR0127  DYNAMIC HT  -        2207.066 (meters)    7241.02  (feet)  COMP
 NR0127  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 NR0127
 NR0127  VERT ORDER  -  SECOND    CLASS 0
 NR0127
 NR0127.The horizontal coordinates were scaled from a topographic map and have
 NR0127.an estimated accuracy of +/- 6 seconds.
 NR0127
 NR0127.The orthometric height was determined by differential leveling
 NR0127.and adjusted by the National Geodetic Survey in June 1991..
 NR0127
 NR0127.The geoid height was determined by GEOID03.
 NR0127
 NR0127.The dynamic height is computed by dividing the NAVD 88
 NR0127.geopotential number by the normal gravity value computed on the
 NR0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0127.degrees latitude (g = 980.6199 gals.).
 NR0127
 NR0127.The modeled gravity was interpolated from observed gravity values.
 NR0127
 NR0127;                    North         East    Units  Estimated Accuracy
 NR0127;SPC WY E     -   209,020.      128,860.      MT  (+/- 180 meters Scaled)
 NR0127
 NR0127                          SUPERSEDED SURVEY CONTROL
 NR0127
 NR0127  NGVD 29 (??/??/92) 2207.71   (m)         7243.1    (f) COMPUTED    2 0
 NR0127
 NR0127.Superseded values are not recommended for survey control.
 NR0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0127.See file dsdata.txt to determine how the superseded data were derived.
 NR0127
 NR0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG151923(NAD 83)
 NR0127_MARKER: DB = BENCH MARK DISK
 NR0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0127_STAMPING: N 146 1959
 NR0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0127+STABILITY: SURFACE MOTION
 NR0127
 NR0127  HISTORY     - Date     Condition        Report By
 NR0127  HISTORY     - 1959     MONUMENTED       CGS
 NR0127
 NR0127                          STATION DESCRIPTION
 NR0127
 NR0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0127'3.85 MI W FROM LITTLE MEDICINE.
 NR0127'ABOUT 1.0 MILE NORTHWEST ALONG A TRACK ROAD FROM THE RANCH BUILDINGS
 NR0127'AT LITTLE MEDICINE, THENCE ABOUT 0.85 MILE WEST ALONG A TRACK ROAD,
 NR0127'THENCE ABOUT 2.0 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 57 FEET
 NR0127'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE SOUTH SIDE OF SECTION
 NR0127'23, T 28 N, R 77 W, 189 FEET SOUTHWEST OF THE NORTHWEST END OF A
 NR0127'CULVERT IN A DRAW, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, AND IN
 NR0127'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0290 ***********************************************************************
 NQ0290  DESIGNATION -  N 15
 NQ0290  PID         -  NQ0290
 NQ0290  STATE/COUNTY-  WY/CONVERSE
 NQ0290  USGS QUAD   -  IRVINE (1949)
 NQ0290
 NQ0290                         *CURRENT SURVEY CONTROL
 NQ0290  ___________________________________________________________________
 NQ0290* NAD 83(1986)-  42 39 22.     (N)    105 16 37.     (W)     SCALED    
 NQ0290* NAVD 88     -      1450.509  (meters)    4758.88   (feet)  ADJUSTED  
 NQ0290  ___________________________________________________________________
 NQ0290  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 NQ0290  DYNAMIC HT  -        1449.587 (meters)    4755.85  (feet)  COMP
 NQ0290  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 NQ0290
 NQ0290  VERT ORDER  -  FIRST     CLASS II
 NQ0290
 NQ0290.The horizontal coordinates were scaled from a topographic map and have
 NQ0290.an estimated accuracy of +/- 6 seconds.
 NQ0290
 NQ0290.The orthometric height was determined by differential leveling
 NQ0290.and adjusted by the National Geodetic Survey in June 1991..
 NQ0290
 NQ0290.The geoid height was determined by GEOID03.
 NQ0290
 NQ0290.The dynamic height is computed by dividing the NAVD 88
 NQ0290.geopotential number by the normal gravity value computed on the
 NQ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0290.degrees latitude (g = 980.6199 gals.).
 NQ0290
 NQ0290.The modeled gravity was interpolated from observed gravity values.
 NQ0290
 NQ0290;                    North         East    Units  Estimated Accuracy
 NQ0290;SPC WY E     -   239,460.      190,960.      MT  (+/- 180 meters Scaled)
 NQ0290
 NQ0290                          SUPERSEDED SURVEY CONTROL
 NQ0290
 NQ0290  NGVD 29 (??/??/92) 1449.652  (m)         4756.07   (f) ADJ UNCH    1 2
 NQ0290
 NQ0290.Superseded values are not recommended for survey control.
 NQ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0290.See file dsdata.txt to determine how the superseded data were derived.
 NQ0290
 NQ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH773226(NAD 83)
 NQ0290_MARKER: DB = BENCH MARK DISK
 NQ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0290_STAMPING: N 15 1934
 NQ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0290+STABILITY: SURFACE MOTION
 NQ0290
 NQ0290  HISTORY     - Date     Condition        Report By
 NQ0290  HISTORY     - 1934     MONUMENTED       CGS
 NQ0290  HISTORY     - 1941     GOOD             NGS
 NQ0290  HISTORY     - 1985     GOOD             DMA
 NQ0290
 NQ0290                          STATION DESCRIPTION
 NQ0290
 NQ0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0290'4.5 MI W FROM ORIN.
 NQ0290'ABOUT 4.5 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0290'RAILROAD FROM THE STATION AT ORIN, CONVERSE COUNTY, ABOUT 480
 NQ0290'FEET EAST OF MILEPOST 139, 90.3 FEET SOUTH OF THE SOUTH RAIL, 75
 NQ0290'FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 8 FEET LOWER THAN
 NQ0290'THE TRACK.  A STANDARD DISK, STAMPED N 15 1934 AND SET IN THE TOP
 NQ0290'OF A CONCRETE POST.
 NQ0290
 NQ0290                          STATION RECOVERY (1941)
 NQ0290
 NQ0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 NQ0290'RECOVERED IN GOOD CONDITION.
 NQ0290
 NQ0290                          STATION RECOVERY (1985)
 NQ0290
 NQ0290'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0196 ***********************************************************************
 MQ0196  DESIGNATION -  N 150
 MQ0196  PID         -  MQ0196
 MQ0196  STATE/COUNTY-  WY/SWEETWATER
 MQ0196  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0196
 MQ0196                         *CURRENT SURVEY CONTROL
 MQ0196  ___________________________________________________________________
 MQ0196* NAD 83(1986)-  41 33 49.     (N)    109 10 19.     (W)     SCALED    
 MQ0196* NAVD 88     -      1992.561  (meters)    6537.26   (feet)  ADJUSTED  
 MQ0196  ___________________________________________________________________
 MQ0196  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 MQ0196  DYNAMIC HT  -        1990.883 (meters)    6531.76  (feet)  COMP
 MQ0196  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 MQ0196
 MQ0196  VERT ORDER  -  SECOND    CLASS 0
 MQ0196
 MQ0196.The horizontal coordinates were scaled from a topographic map and have
 MQ0196.an estimated accuracy of +/- 6 seconds.
 MQ0196
 MQ0196.The orthometric height was determined by differential leveling
 MQ0196.and adjusted by the National Geodetic Survey in June 1991..
 MQ0196
 MQ0196.The geoid height was determined by GEOID03.
 MQ0196
 MQ0196.The dynamic height is computed by dividing the NAVD 88
 MQ0196.geopotential number by the normal gravity value computed on the
 MQ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0196.degrees latitude (g = 980.6199 gals.).
 MQ0196
 MQ0196.The modeled gravity was interpolated from observed gravity values.
 MQ0196
 MQ0196;                    North         East    Units  Estimated Accuracy
 MQ0196;SPC WYWC     -   118,200.      564,810.      MT  (+/- 180 meters Scaled)
 MQ0196
 MQ0196                          SUPERSEDED SURVEY CONTROL
 MQ0196
 MQ0196  NGVD 29 (??/??/92) 1991.273  (m)         6533.03   (f) ADJ UNCH    2 0
 MQ0196
 MQ0196.Superseded values are not recommended for survey control.
 MQ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0196.See file dsdata.txt to determine how the superseded data were derived.
 MQ0196
 MQ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM524029(NAD 83)
 MQ0196_MARKER: DB = BENCH MARK DISK
 MQ0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0196_SP_SET: CULVERT
 MQ0196_STAMPING: N 150 1962
 MQ0196_MARK LOGO: CGS   
 MQ0196_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MQ0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0196
 MQ0196  HISTORY     - Date     Condition        Report By
 MQ0196  HISTORY     - 1962     MONUMENTED       CGS
 MQ0196  HISTORY     - 19990112 SEE DESCRIPTION  WYDT
 MQ0196
 MQ0196                          STATION DESCRIPTION
 MQ0196
 MQ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0196'3.1 MI SE FROM ROCK SPRINGS.
 MQ0196'3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0196'ROCK SPRINGS, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 MQ0196'CONCRETE HEAD WALL OF A 6- BY 6-FOOT CONCRETE BOX CULVERT, 34.5 FEET
 MQ0196'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 64.2 FEET SOUTHEAST OF
 MQ0196'THE CENTER LINE OF A DIRT ROAD SOUTHWEST, 27.8 FEET SOUTHEAST OF A
 MQ0196'WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 MQ0196
 MQ0196                          STATION RECOVERY (1999)
 MQ0196
 MQ0196'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0196'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0196'307-777-3819.  MARK HAS BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0063 ***********************************************************************
 MQ0063  DESIGNATION -  N 151
 MQ0063  PID         -  MQ0063
 MQ0063  STATE/COUNTY-  WY/SWEETWATER
 MQ0063  USGS QUAD   -  SCRIVNER BUTTE (1963)
 MQ0063
 MQ0063                         *CURRENT SURVEY CONTROL
 MQ0063  ___________________________________________________________________
 MQ0063* NAD 83(1986)-  41 04 39.     (N)    108 47 28.     (W)     SCALED    
 MQ0063* NAVD 88     -      2191.566  (meters)    7190.16   (feet)  ADJUSTED  
 MQ0063  ___________________________________________________________________
 MQ0063  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 MQ0063  DYNAMIC HT  -        2189.506 (meters)    7183.40  (feet)  COMP
 MQ0063  MODELED GRAV-     979,605.5   (mgal)                       NAVD 88
 MQ0063
 MQ0063  VERT ORDER  -  SECOND    CLASS 0
 MQ0063
 MQ0063.The horizontal coordinates were scaled from a topographic map and have
 MQ0063.an estimated accuracy of +/- 6 seconds.
 MQ0063
 MQ0063.The orthometric height was determined by differential leveling
 MQ0063.and adjusted by the National Geodetic Survey in June 1991..
 MQ0063
 MQ0063.The geoid height was determined by GEOID03.
 MQ0063
 MQ0063.The dynamic height is computed by dividing the NAVD 88
 MQ0063.geopotential number by the normal gravity value computed on the
 MQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0063.degrees latitude (g = 980.6199 gals.).
 MQ0063
 MQ0063.The modeled gravity was interpolated from observed gravity values.
 MQ0063
 MQ0063;                    North         East    Units  Estimated Accuracy
 MQ0063;SPC WYWC     -    64,130.      596,550.      MT  (+/- 180 meters Scaled)
 MQ0063
 MQ0063                          SUPERSEDED SURVEY CONTROL
 MQ0063
 MQ0063  NGVD 29 (??/??/92) 2190.173  (m)         7185.59   (f) ADJ UNCH    2 0
 MQ0063
 MQ0063.Superseded values are not recommended for survey control.
 MQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0063.See file dsdata.txt to determine how the superseded data were derived.
 MQ0063
 MQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL855497(NAD 83)
 MQ0063_MARKER: DB = BENCH MARK DISK
 MQ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0063_STAMPING: N 151 1962
 MQ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0063+STABILITY: SURFACE MOTION
 MQ0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0063+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0063
 MQ0063  HISTORY     - Date     Condition        Report By
 MQ0063  HISTORY     - 1962     MONUMENTED       CGS
 MQ0063  HISTORY     - 1971     GOOD             NGS
 MQ0063  HISTORY     - 1982     GOOD             NGS
 MQ0063  HISTORY     - 20011003 GOOD             WYHD
 MQ0063
 MQ0063                          STATION DESCRIPTION
 MQ0063
 MQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0063'49.35 MI SE FROM ROCK SPRINGS.
 MQ0063'49.35 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0063'ROCK SPRINGS, 0.2 MILES NORTH OF THE JUNCTION OF A ROAD WEST TO PAN
 MQ0063'AMERICAN PETROLEUM CORP. 76 FEET WEST OF THE CENTER LINE OF THE
 MQ0063'HIGHWAY, 4.7 FEET NORTH OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN
 MQ0063'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MQ0063'ABOVE THE GROUND.
 MQ0063
 MQ0063                          STATION RECOVERY (1971)
 MQ0063
 MQ0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MQ0063'RECOVERED IN GOOD CONDITION.
 MQ0063
 MQ0063                          STATION RECOVERY (1982)
 MQ0063
 MQ0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0063'A NEW WITNESS POST WAS SET AND A NEW DESCRIPTION IS GIVEN. IT IS 79.4
 MQ0063'KM (49.4 MI) SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE
 MQ0063'IN ROCK SPRINGS AND 23.5 M (77 FT) WEST FROM THE CENTER LINE OF STATE
 MQ0063'HIGHWAY 430. IT IS 1.5 M (5 FT) NORTH FROM THE REMAINS OF THE OLD
 MQ0063'WITNESS POST WHICH IS A GREEN IRON FENCE POST.
 MQ0063
 MQ0063                          STATION RECOVERY (2001)
 MQ0063
 MQ0063'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0042 ***********************************************************************
 MQ0042  DESIGNATION -  N 152
 MQ0042  PID         -  MQ0042
 MQ0042  STATE/COUNTY-  WY/SWEETWATER
 MQ0042  USGS QUAD   -  MUD SPRINGS RANCH (1968)
 MQ0042
 MQ0042                         *CURRENT SURVEY CONTROL
 MQ0042  ___________________________________________________________________
 MQ0042* NAD 83(1986)-  41 19 03.     (N)    108 55 45.     (W)     SCALED    
 MQ0042* NAVD 88     -      2064.785  (meters)    6774.22   (feet)  ADJUSTED  
 MQ0042  ___________________________________________________________________
 MQ0042  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 MQ0042  DYNAMIC HT  -        2062.950 (meters)    6768.20  (feet)  COMP
 MQ0042  MODELED GRAV-     979,661.1   (mgal)                       NAVD 88
 MQ0042
 MQ0042  VERT ORDER  -  SECOND    CLASS 0
 MQ0042
 MQ0042.The horizontal coordinates were scaled from a topographic map and have
 MQ0042.an estimated accuracy of +/- 6 seconds.
 MQ0042
 MQ0042.The orthometric height was determined by differential leveling
 MQ0042.and adjusted by the National Geodetic Survey in June 1991..
 MQ0042
 MQ0042.The geoid height was determined by GEOID03.
 MQ0042
 MQ0042.The dynamic height is computed by dividing the NAVD 88
 MQ0042.geopotential number by the normal gravity value computed on the
 MQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0042.degrees latitude (g = 980.6199 gals.).
 MQ0042
 MQ0042.The modeled gravity was interpolated from observed gravity values.
 MQ0042
 MQ0042;                    North         East    Units  Estimated Accuracy
 MQ0042;SPC WYWC     -    90,800.      585,000.      MT  (+/- 180 meters Scaled)
 MQ0042
 MQ0042                          SUPERSEDED SURVEY CONTROL
 MQ0042
 MQ0042  NGVD 29 (??/??/92) 2063.451  (m)         6769.84   (f) ADJ UNCH    2 0
 MQ0042
 MQ0042.Superseded values are not recommended for survey control.
 MQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0042.See file dsdata.txt to determine how the superseded data were derived.
 MQ0042
 MQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL733760(NAD 83)
 MQ0042_MARKER: DB = BENCH MARK DISK
 MQ0042_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0042_SP_SET: OUTCROP
 MQ0042_STAMPING: N 152 1962
 MQ0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0042+STABILITY: POSITION/ELEVATION WELL
 MQ0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0042+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0042
 MQ0042  HISTORY     - Date     Condition        Report By
 MQ0042  HISTORY     - 1962     MONUMENTED       CGS
 MQ0042  HISTORY     - 20011003 GOOD             WYHD
 MQ0042
 MQ0042                          STATION DESCRIPTION
 MQ0042
 MQ0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0042'28.35 MI SE FROM ROCK SPRINGS.
 MQ0042'28.35 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0042'ROCK SPRINGS, IN THE TOP OF AN OUTCROP ON THE SOUTH SIDE OF A HILL,
 MQ0042'104 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 53.9 FEET
 MQ0042'NORTHEAST OF HIGHWAY MARKER WYO STATE HIGHWAY DEPT. BM P.O.C. 606+915
 MQ0042'6764.58, 30.6 FEET EAST OF A HIGHWAY MARKER WYO. STATE HWY. DEPT. BM
 MQ0042'P.O.C. 606+91.5 6770.90, 4 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET
 MQ0042'HIGHER THAN THE HIGHWAY, AND 1.5 FEET ABOVE THE GROUND.
 MQ0042
 MQ0042                          STATION RECOVERY (2001)
 MQ0042
 MQ0042'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0160 ***********************************************************************
 MR0160  DESIGNATION -  N 153
 MR0160  PID         -  MR0160
 MR0160  STATE/COUNTY-  WY/UINTA
 MR0160  USGS QUAD   -  PINE KNOLL (1978)
 MR0160
 MR0160                         *CURRENT SURVEY CONTROL
 MR0160  ___________________________________________________________________
 MR0160* NAD 83(1986)-  41 02 45.     (N)    110 52 15.     (W)     SCALED    
 MR0160* NAVD 88     -      2301.477  (meters)    7550.76   (feet)  ADJUSTED  
 MR0160  ___________________________________________________________________
 MR0160  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 MR0160  DYNAMIC HT  -        2299.250 (meters)    7543.46  (feet)  COMP
 MR0160  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 MR0160
 MR0160  VERT ORDER  -  SECOND    CLASS 0
 MR0160
 MR0160.The horizontal coordinates were scaled from a topographic map and have
 MR0160.an estimated accuracy of +/- 6 seconds.
 MR0160
 MR0160.The orthometric height was determined by differential leveling
 MR0160.and adjusted by the National Geodetic Survey in June 1991..
 MR0160
 MR0160.The geoid height was determined by GEOID03.
 MR0160
 MR0160.The dynamic height is computed by dividing the NAVD 88
 MR0160.geopotential number by the normal gravity value computed on the
 MR0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0160.degrees latitude (g = 980.6199 gals.).
 MR0160
 MR0160.The modeled gravity was interpolated from observed gravity values.
 MR0160
 MR0160;                    North         East    Units  Estimated Accuracy
 MR0160;SPC WY W     -   160,910.      733,790.      MT  (+/- 180 meters Scaled)
 MR0160
 MR0160                          SUPERSEDED SURVEY CONTROL
 MR0160
 MR0160  NGVD 29 (??/??/92) 2300.039  (m)         7546.04   (f) ADJ UNCH    2 0
 MR0160
 MR0160.Superseded values are not recommended for survey control.
 MR0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0160.See file dsdata.txt to determine how the superseded data were derived.
 MR0160
 MR0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL108438(NAD 83)
 MR0160_MARKER: DB = BENCH MARK DISK
 MR0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0160_STAMPING: N 153 1962
 MR0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0160+STABILITY: SURFACE MOTION
 MR0160
 MR0160  HISTORY     - Date     Condition        Report By
 MR0160  HISTORY     - 1962     MONUMENTED       CGS
 MR0160
 MR0160                          STATION DESCRIPTION
 MR0160
 MR0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0160'18.85 MI SE FROM EVANSTON.
 MR0160'18.85 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE
 MR0160'JUNCTION OF U.S. HIGHWAY 189 AT EVANSTON, ABOUT 300 YARDS SOUTHEAST
 MR0160'AND ACROSS THE HIGHWAY FROM A RANCHHOUSE, 97 FEET SOUTH OF THE CENTER
 MR0160'LINE OF THE HIGHWAY, 16 FEET EAST OF THE CENTER LINE OF A FARM ROAD
 MR0160'AND WIRE GATE, 58 FEET SOUTH OF THE EAST END OF A 24-INCH PIPE CULVERT
 MR0160'UNDER THE ROAD, 1.8 FEET NORTH OF A FENCE, 1.9 FEET WEST OF A WITNESS
 MR0160'POST, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 MR0160'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0126 ***********************************************************************
 PY0126  DESIGNATION -  N 157
 PY0126  PID         -  PY0126
 PY0126  STATE/COUNTY-  WY/PARK
 PY0126  USGS QUAD   -  MAMMOTH (1986)
 PY0126
 PY0126                         *CURRENT SURVEY CONTROL
 PY0126  ___________________________________________________________________
 PY0126* NAD 83(1986)-  44 52 36.     (N)    110 44 12.     (W)     SCALED    
 PY0126* NAVD 88     -      2224.800  (meters)    7299.20   (feet)  ADJUSTED  
 PY0126  ___________________________________________________________________
 PY0126  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY0126  DYNAMIC HT  -        2223.473 (meters)    7294.84  (feet)  COMP
 PY0126  MODELED GRAV-     979,940.8   (mgal)                       NAVD 88
 PY0126
 PY0126  VERT ORDER  -  FIRST     CLASS II
 PY0126
 PY0126.The horizontal coordinates were scaled from a topographic map and have
 PY0126.an estimated accuracy of +/- 6 seconds.
 PY0126
 PY0126.The orthometric height was determined by differential leveling
 PY0126.and adjusted by the National Geodetic Survey in June 1991..
 PY0126
 PY0126.The geoid height was determined by GEOID03.
 PY0126
 PY0126.The dynamic height is computed by dividing the NAVD 88
 PY0126.geopotential number by the normal gravity value computed on the
 PY0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0126.degrees latitude (g = 980.6199 gals.).
 PY0126
 PY0126.The modeled gravity was interpolated from observed gravity values.
 PY0126
 PY0126;                    North         East    Units  Estimated Accuracy
 PY0126;SPC WYWC     -   488,080.      443,030.      MT  (+/- 180 meters Scaled)
 PY0126
 PY0126                          SUPERSEDED SURVEY CONTROL
 PY0126
 PY0126  NGVD 29 (08/20/92) 2223.466  (m)         7294.82   (f) ADJUSTED    1 2
 PY0126
 PY0126.Superseded values are not recommended for survey control.
 PY0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0126.See file dsdata.txt to determine how the superseded data were derived.
 PY0126
 PY0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ207692(NAD 83)
 PY0126_MARKER: DB = BENCH MARK DISK
 PY0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0126_SP_SET: CONCRETE POST
 PY0126_STAMPING: N 157 1960
 PY0126_MARK LOGO: CGS   
 PY0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0126+STABILITY: SURFACE MOTION
 PY0126
 PY0126  HISTORY     - Date     Condition        Report By
 PY0126  HISTORY     - 1960     MONUMENTED       CGS
 PY0126  HISTORY     - 1983     GOOD             NGS
 PY0126  HISTORY     - 1987     GOOD             NGS
 PY0126
 PY0126                          STATION DESCRIPTION
 PY0126
 PY0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0126'8.95 MI S FROM MAMMOTH HOT SPRINGS.
 PY0126'ABOUT 8.95 MILES SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0126'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, 46 FEET NORTHEAST
 PY0126'OF THE CENTER LINE OF THE HIGHWAY, 89 YARDS NORTHWEST OF A CORRUGATED
 PY0126'CULVERT AND HEADWALL, 32 FEET NORTHWEST OF THE CENTER LINE OF A DIM
 PY0126'WOODS ROAD, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 PY0126'POST PROJECTING 3 INCHES.
 PY0126
 PY0126                          STATION RECOVERY (1983)
 PY0126
 PY0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0126'RECOVERED IN GOOD CONDITION.
 PY0126
 PY0126                          STATION RECOVERY (1987)
 PY0126
 PY0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0090 ***********************************************************************
 PY0090  DESIGNATION -  N 158
 PY0090  PID         -  PY0090
 PY0090  STATE/COUNTY-  WY/PARK
 PY0090  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0090
 PY0090                         *CURRENT SURVEY CONTROL
 PY0090  ___________________________________________________________________
 PY0090* NAD 83(1986)-  44 39 04.     (N)    110 48 28.     (W)     SCALED    
 PY0090* NAVD 88     -      2104.827  (meters)    6905.59   (feet)  ADJUSTED  
 PY0090  ___________________________________________________________________
 PY0090  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 PY0090  DYNAMIC HT  -        2103.559 (meters)    6901.43  (feet)  COMP
 PY0090  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 PY0090
 PY0090  VERT ORDER  -  FIRST     CLASS II
 PY0090
 PY0090.The horizontal coordinates were scaled from a topographic map and have
 PY0090.an estimated accuracy of +/- 6 seconds.
 PY0090
 PY0090.The orthometric height was determined by differential leveling
 PY0090.and adjusted by the National Geodetic Survey in June 1991..
 PY0090
 PY0090.The geoid height was determined by GEOID03.
 PY0090
 PY0090.The dynamic height is computed by dividing the NAVD 88
 PY0090.geopotential number by the normal gravity value computed on the
 PY0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0090.degrees latitude (g = 980.6199 gals.).
 PY0090
 PY0090.The modeled gravity was interpolated from observed gravity values.
 PY0090
 PY0090;                    North         East    Units  Estimated Accuracy
 PY0090;SPC WYWC     -   463,160.      436,780.      MT  (+/- 180 meters Scaled)
 PY0090
 PY0090                          SUPERSEDED SURVEY CONTROL
 PY0090
 PY0090  NGVD 29 (08/20/92) 2103.523  (m)         6901.31   (f) ADJUSTED    1 2
 PY0090
 PY0090.Superseded values are not recommended for survey control.
 PY0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0090.See file dsdata.txt to determine how the superseded data were derived.
 PY0090
 PY0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ152442(NAD 83)
 PY0090_MARKER: DB = BENCH MARK DISK
 PY0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0090_SP_SET: CONCRETE POST
 PY0090_STAMPING: N 158 1960
 PY0090_MARK LOGO: CGS   
 PY0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0090+STABILITY: SURFACE MOTION
 PY0090
 PY0090  HISTORY     - Date     Condition        Report By
 PY0090  HISTORY     - 1960     MONUMENTED       CGS
 PY0090  HISTORY     - 1983     GOOD             NGS
 PY0090  HISTORY     - 1987     GOOD             NGS
 PY0090
 PY0090                          STATION DESCRIPTION
 PY0090
 PY0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0090'10.15 MI SW FROM NORRIS.
 PY0090'ABOUT 10.15 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0090'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, AT A SMALL DIRT PARKING
 PY0090'AREA ON THE SOUTH SIDE OF THE HIGHWAY, ABOUT 250 FEET WEST OF A CURVE
 PY0090'IN THE HIGHWAY WITH TANGENTS LEADING NORTHEAST AND EAST, 50 FEET SOUTH
 PY0090'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 60 FEET NORTH OF THE NORTH
 PY0090'EDGE OF THE GIBBON RIVER, ON THE TOP OF A TREE COVERED BANK
 PY0090'OVERLOOKING THE RIVER, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 PY0090'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 PY0090
 PY0090                          STATION RECOVERY (1983)
 PY0090
 PY0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0090'RECOVERED IN GOOD CONDITION.
 PY0090
 PY0090                          STATION RECOVERY (1987)
 PY0090
 PY0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0349 ***********************************************************************
 PW0349  DESIGNATION -  N 159
 PW0349  PID         -  PW0349
 PW0349  STATE/COUNTY-  WY/BIG HORN
 PW0349  USGS QUAD   -  DEVILS KITCHEN (1960)
 PW0349
 PW0349                         *CURRENT SURVEY CONTROL
 PW0349  ___________________________________________________________________
 PW0349* NAD 83(1986)-  44 31 13.     (N)    107 55 29.     (W)     SCALED    
 PW0349* NAVD 88     -      1224.663  (meters)    4017.92   (feet)  ADJUSTED  
 PW0349  ___________________________________________________________________
 PW0349  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 PW0349  DYNAMIC HT  -        1224.183 (meters)    4016.34  (feet)  COMP
 PW0349  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 PW0349
 PW0349  VERT ORDER  -  SECOND    CLASS 0
 PW0349
 PW0349.The horizontal coordinates were scaled from a topographic map and have
 PW0349.an estimated accuracy of +/- 6 seconds.
 PW0349
 PW0349.The orthometric height was determined by differential leveling
 PW0349.and adjusted by the National Geodetic Survey in June 1991..
 PW0349
 PW0349.The geoid height was determined by GEOID03.
 PW0349
 PW0349.The dynamic height is computed by dividing the NAVD 88
 PW0349.geopotential number by the normal gravity value computed on the
 PW0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0349.degrees latitude (g = 980.6199 gals.).
 PW0349
 PW0349.The modeled gravity was interpolated from observed gravity values.
 PW0349
 PW0349;                    North         East    Units  Estimated Accuracy
 PW0349;SPC WYEC     -   546,730.      352,990.      MT  (+/- 180 meters Scaled)
 PW0349
 PW0349                          SUPERSEDED SURVEY CONTROL
 PW0349
 PW0349  NGVD 29 (??/??/92) 1223.874  (m)         4015.33   (f) ADJ UNCH    2 0
 PW0349
 PW0349.Superseded values are not recommended for survey control.
 PW0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0349.See file dsdata.txt to determine how the superseded data were derived.
 PW0349
 PW0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK675338(NAD 83)
 PW0349_MARKER: DB = BENCH MARK DISK
 PW0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0349_SP_SET: CULVERT
 PW0349_STAMPING: N 159 1966
 PW0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0349
 PW0349  HISTORY     - Date     Condition        Report By
 PW0349  HISTORY     - 1966     MONUMENTED       CGS
 PW0349
 PW0349                          STATION DESCRIPTION
 PW0349
 PW0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0349'7.25 MI E FROM GREYBULL.
 PW0349'7.25 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0349'GREYBULL, AT THE JUNCTION OF A DRIVEWAY NORTH TO A LOG HOUSE, IN THE
 PW0349'TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF AN 18-INCH PIPE
 PW0349'CULVERT UNDER THE DRIVEWAY, 46 1/2 FEET NORTH OF THE CENTER LINE OF
 PW0349'THE HIGHWAY, 146 1/2 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD
 PW0349'NORTH TO PORTER GULCH, 7 1/2 FEET EAST OF THE CENTER LINE OF THE
 PW0349'DRIVEWAY, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND ABOUT LEVEL
 PW0349'WITH THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0431 ***********************************************************************
 NQ0431  DESIGNATION -  N 16
 NQ0431  PID         -  NQ0431
 NQ0431  STATE/COUNTY-  WY/CONVERSE
 NQ0431  USGS QUAD   -  GLENROCK (1974)
 NQ0431
 NQ0431                         *CURRENT SURVEY CONTROL
 NQ0431  ___________________________________________________________________
 NQ0431* NAD 83(1986)-  42 52 24.     (N)    105 52 18.     (W)     SCALED    
 NQ0431* NAVD 88     -      1524.565  (meters)    5001.84   (feet)  ADJUSTED  
 NQ0431  ___________________________________________________________________
 NQ0431  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 NQ0431  DYNAMIC HT  -        1523.600 (meters)    4998.68  (feet)  COMP
 NQ0431  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 NQ0431
 NQ0431  VERT ORDER  -  FIRST     CLASS II
 NQ0431
 NQ0431.The horizontal coordinates were scaled from a topographic map and have
 NQ0431.an estimated accuracy of +/- 6 seconds.
 NQ0431
 NQ0431.The orthometric height was determined by differential leveling
 NQ0431.and adjusted by the National Geodetic Survey in June 1991..
 NQ0431
 NQ0431.The geoid height was determined by GEOID03.
 NQ0431
 NQ0431.The dynamic height is computed by dividing the NAVD 88
 NQ0431.geopotential number by the normal gravity value computed on the
 NQ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0431.degrees latitude (g = 980.6199 gals.).
 NQ0431
 NQ0431.The modeled gravity was interpolated from observed gravity values.
 NQ0431
 NQ0431;                    North         East    Units  Estimated Accuracy
 NQ0431;SPC WY E     -   263,820.      142,400.      MT  (+/- 180 meters Scaled)
 NQ0431
 NQ0431                          SUPERSEDED SURVEY CONTROL
 NQ0431
 NQ0431  NGVD 29 (??/??/92) 1523.674  (m)         4998.92   (f) ADJ UNCH    1 2
 NQ0431
 NQ0431.Superseded values are not recommended for survey control.
 NQ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0431.See file dsdata.txt to determine how the superseded data were derived.
 NQ0431
 NQ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH288471(NAD 83)
 NQ0431_MARKER: DB = BENCH MARK DISK
 NQ0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0431_STAMPING: N 16 1934
 NQ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0431+STABILITY: SURFACE MOTION
 NQ0431
 NQ0431  HISTORY     - Date     Condition        Report By
 NQ0431  HISTORY     - 1934     MONUMENTED       CGS
 NQ0431
 NQ0431                          STATION DESCRIPTION
 NQ0431
 NQ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0431'IN GLENROCK.
 NQ0431'IN GLENROCK, ALONG THE CHICAGO BURLINGTON AND QUINCY R.R. JUST
 NQ0431'W. OF GLENROCK STATION.  52.5 FT. N. OF N. RAIL, 46.5 FT.
 NQ0431'W. OF N.W. CORNER OF STATION, 58 FT. N.W. OF S.W. CORNER OF
 NQ0431'STATION, AND 2.6 FT. E. OF TELEGRAPH POLE.  MARK SET IN
 NQ0431'TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0385 ***********************************************************************
 PW0385  DESIGNATION -  N 160
 PW0385  PID         -  PW0385
 PW0385  STATE/COUNTY-  WY/BIG HORN
 PW0385  USGS QUAD   -  SHELL FALLS (1993)
 PW0385
 PW0385                         *CURRENT SURVEY CONTROL
 PW0385  ___________________________________________________________________
 PW0385* NAD 83(1986)-  44 34 30.     (N)    107 34 07.     (W)     SCALED    
 PW0385* NAVD 88     -      2135.692  (meters)    7006.85   (feet)  ADJUSTED  
 PW0385  ___________________________________________________________________
 PW0385  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PW0385  DYNAMIC HT  -        2134.529 (meters)    7003.03  (feet)  COMP
 PW0385  MODELED GRAV-     979,995.0   (mgal)                       NAVD 88
 PW0385
 PW0385  VERT ORDER  -  SECOND    CLASS 0
 PW0385
 PW0385.The horizontal coordinates were scaled from a topographic map and have
 PW0385.an estimated accuracy of +/- 6 seconds.
 PW0385
 PW0385.The orthometric height was determined by differential leveling
 PW0385.and adjusted by the National Geodetic Survey in June 1991..
 PW0385
 PW0385.The geoid height was determined by GEOID03.
 PW0385
 PW0385.The dynamic height is computed by dividing the NAVD 88
 PW0385.geopotential number by the normal gravity value computed on the
 PW0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0385.degrees latitude (g = 980.6199 gals.).
 PW0385
 PW0385.The modeled gravity was interpolated from observed gravity values.
 PW0385
 PW0385;                    North         East    Units  Estimated Accuracy
 PW0385;SPC WYEC     -   552,670.      381,310.      MT  (+/- 180 meters Scaled)
 PW0385
 PW0385                          SUPERSEDED SURVEY CONTROL
 PW0385
 PW0385  NGVD 29 (??/??/92) 2134.682  (m)         7003.54   (f) ADJ UNCH    2 0
 PW0385
 PW0385.Superseded values are not recommended for survey control.
 PW0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0385.See file dsdata.txt to determine how the superseded data were derived.
 PW0385
 PW0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK960389(NAD 83)
 PW0385_MARKER: DB = BENCH MARK DISK
 PW0385_SETTING: 66 = SET IN ROCK OUTCROP
 PW0385_SP_SET: OUTCROP
 PW0385_STAMPING: N 160 1966
 PW0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0385+STABILITY: POSITION/ELEVATION WELL
 PW0385
 PW0385  HISTORY     - Date     Condition        Report By
 PW0385  HISTORY     - 1966     MONUMENTED       CGS
 PW0385
 PW0385                          STATION DESCRIPTION
 PW0385
 PW0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0385'14.15 MI NE FROM SHELL.
 PW0385'14.15 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0385'SHELL, AT THE JUNCTION OF A DIRT ROAD NORTHWEST, AT THE NORTH SIDE OF
 PW0385'A SMALL TURNOUT, IN THE TOP OF AN OUTCROP PROJECTING ABOUT 1 1/2 FEET,
 PW0385'66 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTHEAST OF
 PW0385'THE CENTER LINE OF THE ROAD, 132 FEET EAST-NORTHEAST AND ACROSS THE
 PW0385'ROAD FROM THE CENTER OF THE NORTH END OF A 24-INCH PIPE CULVERT, 1.4
 PW0385'FEET NORTH OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 PW0385'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0268 ***********************************************************************
 PW0268  DESIGNATION -  N 161
 PW0268  PID         -  PW0268
 PW0268  STATE/COUNTY-  WY/SHERIDAN
 PW0268  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0268
 PW0268                         *CURRENT SURVEY CONTROL
 PW0268  ___________________________________________________________________
 PW0268* NAD 83(1986)-  44 52 14.     (N)    107 15 56.     (W)     SCALED    
 PW0268* NAVD 88     -      1204.945  (meters)    3953.22   (feet)  ADJUSTED  
 PW0268  ___________________________________________________________________
 PW0268  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 PW0268  DYNAMIC HT  -        1204.495 (meters)    3951.75  (feet)  COMP
 PW0268  MODELED GRAV-     980,202.4   (mgal)                       NAVD 88
 PW0268
 PW0268  VERT ORDER  -  SECOND    CLASS 0
 PW0268
 PW0268.The horizontal coordinates were scaled from a topographic map and have
 PW0268.an estimated accuracy of +/- 6 seconds.
 PW0268
 PW0268.The orthometric height was determined by differential leveling
 PW0268.and adjusted by the National Geodetic Survey in June 1991..
 PW0268
 PW0268.The geoid height was determined by GEOID03.
 PW0268
 PW0268.The dynamic height is computed by dividing the NAVD 88
 PW0268.geopotential number by the normal gravity value computed on the
 PW0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0268.degrees latitude (g = 980.6199 gals.).
 PW0268
 PW0268.The modeled gravity was interpolated from observed gravity values.
 PW0268
 PW0268;                    North         East    Units  Estimated Accuracy
 PW0268;SPC WYEC     -   585,480.      405,360.      MT  (+/- 180 meters Scaled)
 PW0268
 PW0268                          SUPERSEDED SURVEY CONTROL
 PW0268
 PW0268  NGVD 29 (??/??/92) 1204.169  (m)         3950.68   (f) ADJ UNCH    2 0
 PW0268
 PW0268.Superseded values are not recommended for survey control.
 PW0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0268.See file dsdata.txt to determine how the superseded data were derived.
 PW0268
 PW0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK210710(NAD 83)
 PW0268_MARKER: DB = BENCH MARK DISK
 PW0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0268_SP_SET: BRIDGE
 PW0268_STAMPING: N 161 1966
 PW0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0268
 PW0268  HISTORY     - Date     Condition        Report By
 PW0268  HISTORY     - 1966     MONUMENTED       CGS
 PW0268
 PW0268                          STATION DESCRIPTION
 PW0268
 PW0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0268'0.55 MI SW FROM DAYTON.
 PW0268'0.55 MILE SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0268'DAYTON, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE GUARDRAIL OF
 PW0268'A CONCRETE BRIDGE, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PW0268'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0225 ***********************************************************************
 PW0225  DESIGNATION -  N 162
 PW0225  PID         -  PW0225
 PW0225  STATE/COUNTY-  WY/SHERIDAN
 PW0225  USGS QUAD   -  SKULL RIDGE (1993)
 PW0225
 PW0225                         *CURRENT SURVEY CONTROL
 PW0225  ___________________________________________________________________
 PW0225* NAD 83(1986)-  44 46 21.     (N)    107 28 19.     (W)     SCALED    
 PW0225* NAVD 88     -      2339.065  (meters)    7674.08   (feet)  ADJUSTED  
 PW0225  ___________________________________________________________________
 PW0225  GEOID HEIGHT-          -9.48  (meters)                     GEOID03
 PW0225  DYNAMIC HT  -        2337.755 (meters)    7669.78  (feet)  COMP
 PW0225  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 PW0225
 PW0225  VERT ORDER  -  SECOND    CLASS 0
 PW0225
 PW0225.The horizontal coordinates were scaled from a topographic map and have
 PW0225.an estimated accuracy of +/- 6 seconds.
 PW0225
 PW0225.The orthometric height was determined by differential leveling
 PW0225.and adjusted by the National Geodetic Survey in June 1991..
 PW0225
 PW0225.The geoid height was determined by GEOID03.
 PW0225
 PW0225.The dynamic height is computed by dividing the NAVD 88
 PW0225.geopotential number by the normal gravity value computed on the
 PW0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0225.degrees latitude (g = 980.6199 gals.).
 PW0225
 PW0225.The modeled gravity was interpolated from observed gravity values.
 PW0225
 PW0225;                    North         East    Units  Estimated Accuracy
 PW0225;SPC WYEC     -   574,590.      389,030.      MT  (+/- 180 meters Scaled)
 PW0225
 PW0225                          SUPERSEDED SURVEY CONTROL
 PW0225
 PW0225  NGVD 29 (??/??/92) 2338.000  (m)         7670.59   (f) ADJ UNCH    2 0
 PW0225
 PW0225.Superseded values are not recommended for survey control.
 PW0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0225.See file dsdata.txt to determine how the superseded data were derived.
 PW0225
 PW0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK044606(NAD 83)
 PW0225_MARKER: DB = BENCH MARK DISK
 PW0225_SETTING: 66 = SET IN ROCK OUTCROP
 PW0225_SP_SET: GRANITE OUTCROP
 PW0225_STAMPING: N 162 1966
 PW0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0225+STABILITY: POSITION/ELEVATION WELL
 PW0225
 PW0225  HISTORY     - Date     Condition        Report By
 PW0225  HISTORY     - 1966     MONUMENTED       CGS
 PW0225
 PW0225                          STATION DESCRIPTION
 PW0225
 PW0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0225'22.5 MI SW FROM DAYTON.
 PW0225'22.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0225'DAYTON, 0.25 MILE NORTHWEST OF THE JUNCTION OF A ROAD LEADING TO PRUNE
 PW0225'CREEK CAMPGROUNDS, IN THE TOP OF A GRANITE OUTCROP PROJECTING ABOUT 4
 PW0225'1/2 FEET ABOVE THE GROUND, 64 FEET NORTHEAST OF THE CENTER LINE OF THE
 PW0225'HIGHWAY, 5.8 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 6 1/2 FEET
 PW0225'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0278 ***********************************************************************
 PW0278  DESIGNATION -  N 163
 PW0278  PID         -  PW0278
 PW0278  STATE/COUNTY-  WY/WASHAKIE
 PW0278  USGS QUAD   -  TEN SLEEP (1976)
 PW0278
 PW0278                         *CURRENT SURVEY CONTROL
 PW0278  ___________________________________________________________________
 PW0278* NAD 83(1986)-  44 02 08.     (N)    107 26 53.     (W)     SCALED    
 PW0278* NAVD 88     -      1352.973  (meters)    4438.88   (feet)  ADJUSTED  
 PW0278  ___________________________________________________________________
 PW0278  GEOID HEIGHT-         -10.81  (meters)                     GEOID03
 PW0278  DYNAMIC HT  -        1352.386 (meters)    4436.95  (feet)  COMP
 PW0278  MODELED GRAV-     980,137.7   (mgal)                       NAVD 88
 PW0278
 PW0278  VERT ORDER  -  SECOND    CLASS 0
 PW0278
 PW0278.The horizontal coordinates were scaled from a topographic map and have
 PW0278.an estimated accuracy of +/- 6 seconds.
 PW0278
 PW0278.The orthometric height was determined by differential leveling
 PW0278.and adjusted by the National Geodetic Survey in June 1991..
 PW0278
 PW0278.The geoid height was determined by GEOID03.
 PW0278
 PW0278.The dynamic height is computed by dividing the NAVD 88
 PW0278.geopotential number by the normal gravity value computed on the
 PW0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0278.degrees latitude (g = 980.6199 gals.).
 PW0278
 PW0278.The modeled gravity was interpolated from observed gravity values.
 PW0278
 PW0278;                    North         East    Units  Estimated Accuracy
 PW0278;SPC WYEC     -   492,710.      390,810.      MT  (+/- 180 meters Scaled)
 PW0278
 PW0278                          SUPERSEDED SURVEY CONTROL
 PW0278
 PW0278  NGVD 29 (??/??/92) 1352.233  (m)         4436.45   (f) ADJ UNCH    2 0
 PW0278
 PW0278.Superseded values are not recommended for survey control.
 PW0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0278.See file dsdata.txt to determine how the superseded data were derived.
 PW0278
 PW0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ038787(NAD 83)
 PW0278_MARKER: DB = BENCH MARK DISK
 PW0278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0278_SP_SET: FOUNDATION
 PW0278_STAMPING: N 163 1966
 PW0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0278
 PW0278  HISTORY     - Date     Condition        Report By
 PW0278  HISTORY     - 1966     MONUMENTED       CGS
 PW0278
 PW0278                          STATION DESCRIPTION
 PW0278
 PW0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0278'IN TEN SLEEP.
 PW0278'AT TEN SLEEP, 1 BLOCK EAST AND TWO BLOCKS NORTH OF THE POST OFFICE, AT
 PW0278'TEN SLEEP ELEMENTARY SCHOOL, SET VERTICALLY IN THE WEST FACE OF THE
 PW0278'CONCRETE FOUNDATION OF A BRICK BUILDING, 0.7 FOOT NORTH OF THE
 PW0278'SOUTHWEST CORNER, AND ABOUT 2 FEET HIGHER THAN THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0105 ***********************************************************************
 OV0105  DESIGNATION -  N 164
 OV0105  PID         -  OV0105
 OV0105  STATE/COUNTY-  WY/WASHAKIE
 OV0105  USGS QUAD   -  MAHOGANY BUTTE (1976)
 OV0105
 OV0105                         *CURRENT SURVEY CONTROL
 OV0105  ___________________________________________________________________
 OV0105* NAD 83(1986)-  43 42 25.     (N)    107 16 18.     (W)     SCALED    
 OV0105* NAVD 88     -      1612.771  (meters)    5291.23   (feet)  ADJUSTED  
 OV0105  ___________________________________________________________________
 OV0105  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 OV0105  DYNAMIC HT  -        1611.950 (meters)    5288.54  (feet)  COMP
 OV0105  MODELED GRAV-     980,052.0   (mgal)                       NAVD 88
 OV0105
 OV0105  VERT ORDER  -  SECOND    CLASS 0
 OV0105
 OV0105.The horizontal coordinates were scaled from a topographic map and have
 OV0105.an estimated accuracy of +/- 6 seconds.
 OV0105
 OV0105.The orthometric height was determined by differential leveling
 OV0105.and adjusted by the National Geodetic Survey in June 1991..
 OV0105
 OV0105.The geoid height was determined by GEOID03.
 OV0105
 OV0105.The dynamic height is computed by dividing the NAVD 88
 OV0105.geopotential number by the normal gravity value computed on the
 OV0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0105.degrees latitude (g = 980.6199 gals.).
 OV0105
 OV0105.The modeled gravity was interpolated from observed gravity values.
 OV0105
 OV0105;                    North         East    Units  Estimated Accuracy
 OV0105;SPC WYEC     -   456,190.      404,970.      MT  (+/- 180 meters Scaled)
 OV0105
 OV0105                          SUPERSEDED SURVEY CONTROL
 OV0105
 OV0105  NGVD 29 (??/??/92) 1611.949  (m)         5288.54   (f) ADJ UNCH    2 0
 OV0105
 OV0105.Superseded values are not recommended for survey control.
 OV0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0105.See file dsdata.txt to determine how the superseded data were derived.
 OV0105
 OV0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ169418(NAD 83)
 OV0105_MARKER: DB = BENCH MARK DISK
 OV0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0105_STAMPING: N 164 1966
 OV0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0105+STABILITY: SURFACE MOTION
 OV0105
 OV0105  HISTORY     - Date     Condition        Report By
 OV0105  HISTORY     - 1966     MONUMENTED       CGS
 OV0105
 OV0105                          STATION DESCRIPTION
 OV0105
 OV0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0105'26.2 MI S FROM TEN SLEEP.
 OV0105'26.2 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0105'16 AT TEN SLEEP, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 115 FEET
 OV0105'SOUTH OF A POWER POLE, 6 FEET NORTH OF THE NORTH END OF A WIRE GATE,
 OV0105'2.0 FEET EAST OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, ABOUT 3
 OV0105'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OV0105'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0159 ***********************************************************************
 OV0159  DESIGNATION -  N 165
 OV0159  PID         -  OV0159
 OV0159  STATE/COUNTY-  WY/FREMONT
 OV0159  USGS QUAD   -  COTTONWOOD PASS (1976)
 OV0159
 OV0159                         *CURRENT SURVEY CONTROL
 OV0159  ___________________________________________________________________
 OV0159* NAD 83(1986)-  43 29 42.     (N)    107 32 55.     (W)     SCALED    
 OV0159* NAVD 88     -      1964.700  (meters)    6445.85   (feet)  ADJUSTED  
 OV0159  ___________________________________________________________________
 OV0159  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 OV0159  DYNAMIC HT  -        1963.505 (meters)    6441.93  (feet)  COMP
 OV0159  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 OV0159
 OV0159  VERT ORDER  -  SECOND    CLASS 0
 OV0159
 OV0159.The horizontal coordinates were scaled from a topographic map and have
 OV0159.an estimated accuracy of +/- 6 seconds.
 OV0159
 OV0159.The orthometric height was determined by differential leveling
 OV0159.and adjusted by the National Geodetic Survey in June 1991..
 OV0159
 OV0159.The geoid height was determined by GEOID03.
 OV0159
 OV0159.The dynamic height is computed by dividing the NAVD 88
 OV0159.geopotential number by the normal gravity value computed on the
 OV0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0159.degrees latitude (g = 980.6199 gals.).
 OV0159
 OV0159.The modeled gravity was interpolated from observed gravity values.
 OV0159
 OV0159;                    North         East    Units  Estimated Accuracy
 OV0159;SPC WYWC     -   333,350.      697,170.      MT  (+/- 180 meters Scaled)
 OV0159
 OV0159                          SUPERSEDED SURVEY CONTROL
 OV0159
 OV0159  NGVD 29 (??/??/92) 1963.746  (m)         6442.72   (f) ADJ UNCH    2 0
 OV0159
 OV0159.Superseded values are not recommended for survey control.
 OV0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0159.See file dsdata.txt to determine how the superseded data were derived.
 OV0159
 OV0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ939189(NAD 83)
 OV0159_MARKER: DB = BENCH MARK DISK
 OV0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0159_STAMPING: N 165 1966
 OV0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0159+STABILITY: SURFACE MOTION
 OV0159
 OV0159  HISTORY     - Date     Condition        Report By
 OV0159  HISTORY     - 1966     MONUMENTED       CGS
 OV0159
 OV0159                          STATION DESCRIPTION
 OV0159
 OV0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0159'20.2 MI NE FROM LYSITE.
 OV0159'20.2 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0159'AND QUINCY RAILROAD STATION AT LYSITE, 0.3 MILE SOUTH OF
 OV0159'FREMONT-WASHAKIE COUNTY LINE AND A CATTLEGUARD, AT THE CROSSING OF A
 OV0159'DEEP WASH, AT THE EAST END OF A CURVE, 25 FEET NORTH OF THE CENTER
 OV0159'LINE OF THE ROAD, 28.7 FEET NORTHWEST OF THE CENTER OF THE NORTH END
 OV0159'OF A 12-INCH PIPE CULVERT, 2.0 FEET EAST OF A WITNESS POST, ABOUT
 OV0159'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OV0159'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1339 ***********************************************************************
 MO1339  DESIGNATION -  N 166 RESET
 MO1339  PID         -  MO1339
 MO1339  STATE/COUNTY-  WY/LARAMIE
 MO1339  USGS QUAD   -  NATWICK SW (1981)
 MO1339
 MO1339                         *CURRENT SURVEY CONTROL
 MO1339  ___________________________________________________________________
 MO1339* NAD 83(1986)-  41 52 14.     (N)    105 12 52.     (W)     SCALED    
 MO1339* NAVD 88     -      1604.00   (meters)    5262.5    (feet)  RESET     
 MO1339  ___________________________________________________________________
 MO1339  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 MO1339
 MO1339  VERT ORDER  -  THIRD
 MO1339
 MO1339.The horizontal coordinates were scaled from a topographic map and have
 MO1339.an estimated accuracy of +/- 6 seconds.
 MO1339
 MO1339.The orthometric height was computed from unverified reset data.
 MO1339
 MO1339.The geoid height was determined by GEOID03.
 MO1339
 MO1339;                    North         East    Units  Estimated Accuracy
 MO1339;SPC WY E     -   152,200.      196,030.      MT  (+/- 180 meters Scaled)
 MO1339
 MO1339                          SUPERSEDED SURVEY CONTROL
 MO1339
 MO1339  NGVD 29 (03/28/06) 1603.18   (m)         5259.8    (f) RESET       3  
 MO1339
 MO1339.Superseded values are not recommended for survey control.
 MO1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1339.See file dsdata.txt to determine how the superseded data were derived.
 MO1339
 MO1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG822354(NAD 83)
 MO1339_MARKER: DV = VERTICAL CONTROL DISK
 MO1339_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 MO1339_SP_SET: CURB
 MO1339_STAMPING: N 166 RESET 1982
 MO1339_MARK LOGO: NGS   
 MO1339_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO1339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1339
 MO1339  HISTORY     - Date     Condition        Report By
 MO1339  HISTORY     - 1982     MONUMENTED       WYHD
 MO1339
 MO1339                          STATION DESCRIPTION
 MO1339
 MO1339'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1982
 MO1339'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE IN
 MO1339'WHEATLAND, THENCE 16.15 MILES SOUTHWEST ALONG STATE HIGHWAY 34, IN
 MO1339'THE TOP AND 1.4 FEET NORTH OF THE SOUTH END OF THE WEST CONCRETE CURB
 MO1339'OF A CONCRETE BRIDGE OVER BLUE GRASS CREEK, 18 FEET WEST OF THE
 MO1339'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0431 ***********************************************************************
 MO0431  DESIGNATION -  N 167
 MO0431  PID         -  MO0431
 MO0431  STATE/COUNTY-  WY/LARAMIE
 MO0431  USGS QUAD   -  GOAT MOUNTAIN (1981)
 MO0431
 MO0431                         *CURRENT SURVEY CONTROL
 MO0431  ___________________________________________________________________
 MO0431* NAD 83(1986)-  41 37 26.     (N)    105 15 02.     (W)     SCALED    
 MO0431* NAVD 88     -      2161.909  (meters)    7092.86   (feet)  ADJUSTED  
 MO0431  ___________________________________________________________________
 MO0431  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 MO0431  DYNAMIC HT  -        2160.189 (meters)    7087.22  (feet)  COMP
 MO0431  MODELED GRAV-     979,748.3   (mgal)                       NAVD 88
 MO0431
 MO0431  VERT ORDER  -  SECOND    CLASS 0
 MO0431
 MO0431.The horizontal coordinates were scaled from a topographic map and have
 MO0431.an estimated accuracy of +/- 6 seconds.
 MO0431
 MO0431.The orthometric height was determined by differential leveling
 MO0431.and adjusted by the National Geodetic Survey in June 1991..
 MO0431
 MO0431.The geoid height was determined by GEOID03.
 MO0431
 MO0431.The dynamic height is computed by dividing the NAVD 88
 MO0431.geopotential number by the normal gravity value computed on the
 MO0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0431.degrees latitude (g = 980.6199 gals.).
 MO0431
 MO0431.The modeled gravity was interpolated from observed gravity values.
 MO0431
 MO0431;                    North         East    Units  Estimated Accuracy
 MO0431;SPC WY E     -   124,810.      193,010.      MT  (+/- 180 meters Scaled)
 MO0431
 MO0431                          SUPERSEDED SURVEY CONTROL
 MO0431
 MO0431  NGVD 29 (??/??/92) 2160.963  (m)         7089.76   (f) ADJ UNCH    2 0
 MO0431
 MO0431.Superseded values are not recommended for survey control.
 MO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0431.See file dsdata.txt to determine how the superseded data were derived.
 MO0431
 MO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG791080(NAD 83)
 MO0431_MARKER: DB = BENCH MARK DISK
 MO0431_SETTING: 80 = SET IN A BOULDER
 MO0431_SP_SET: GRANITE BOULDER
 MO0431_STAMPING: N 167 1966
 MO0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0431+STABILITY: SURFACE MOTION
 MO0431
 MO0431  HISTORY     - Date     Condition        Report By
 MO0431  HISTORY     - 1966     MONUMENTED       CGS
 MO0431
 MO0431                          STATION DESCRIPTION
 MO0431
 MO0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0431'6.4 MI NW FROM FARTHING.
 MO0431'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0431'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 4.6 MILES
 MO0431'NORTHWEST ALONG A PRIVATE ROAD, 0.35 MILE SOUTHEAST OF A GATE,
 MO0431'ON THE SOUTHWEST SIDE OF A ROCKY KNOLL, IN THE TOP
 MO0431'OF A LARGE GRANITE BOULDER PROJECTING ABOUT 3 FEET, 153 FEET
 MO0431'NORTHEAST AND ACROSS A WASH FROM THE CENTER LINE OF THE ROAD,
 MO0431'72 FEET NORTHEAST OF THE CENTER OF A WASH, 3.2 FEET NORTHWEST
 MO0431'OF A WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0195 ***********************************************************************
 MR0195  DESIGNATION -  N 168
 MR0195  PID         -  MR0195
 MR0195  STATE/COUNTY-  WY/LINCOLN
 MR0195  USGS QUAD   -  FOSSIL (1985)
 MR0195
 MR0195                         *CURRENT SURVEY CONTROL
 MR0195  ___________________________________________________________________
 MR0195* NAD 83(1986)-  41 48 55.     (N)    110 37 47.     (W)     SCALED    
 MR0195* NAVD 88     -      2114.868  (meters)    6938.53   (feet)  ADJUSTED  
 MR0195  ___________________________________________________________________
 MR0195  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 MR0195  DYNAMIC HT  -        2113.003 (meters)    6932.41  (feet)  COMP
 MR0195  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 MR0195
 MR0195  VERT ORDER  -  SECOND    CLASS 0
 MR0195
 MR0195.The horizontal coordinates were scaled from a topographic map and have
 MR0195.an estimated accuracy of +/- 6 seconds.
 MR0195
 MR0195.The orthometric height was determined by differential leveling
 MR0195.and adjusted by the National Geodetic Survey in June 1991..
 MR0195
 MR0195.The geoid height was determined by GEOID03.
 MR0195
 MR0195.The dynamic height is computed by dividing the NAVD 88
 MR0195.geopotential number by the normal gravity value computed on the
 MR0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0195.degrees latitude (g = 980.6199 gals.).
 MR0195
 MR0195.The modeled gravity was interpolated from observed gravity values.
 MR0195
 MR0195;                    North         East    Units  Estimated Accuracy
 MR0195;SPC WY W     -   246,210.      754,600.      MT  (+/- 180 meters Scaled)
 MR0195
 MR0195                          SUPERSEDED SURVEY CONTROL
 MR0195
 MR0195  NGVD 29 (??/??/92) 2113.438  (m)         6933.84   (f) ADJ UNCH    2 0
 MR0195
 MR0195.Superseded values are not recommended for survey control.
 MR0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0195.See file dsdata.txt to determine how the superseded data were derived.
 MR0195
 MR0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM307293(NAD 83)
 MR0195_MARKER: DB = BENCH MARK DISK
 MR0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0195_STAMPING: N 168 1966
 MR0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0195+STABILITY: SURFACE MOTION
 MR0195
 MR0195  HISTORY     - Date     Condition        Report By
 MR0195  HISTORY     - 1966     MONUMENTED       CGS
 MR0195
 MR0195                          STATION DESCRIPTION
 MR0195
 MR0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0195'5.2 MI W FROM KEMMERER.
 MR0195'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0195'KEMMERER, 5 POLES NORTHWEST OF MILEPOLE 45, 103.2 FEET SOUTHWEST OF
 MR0195'THE SOUTHWEST RAIL, 121 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 MR0195'HIGHWAY 30N, 152 FEET SOUTH OF THE CENTER OF THE SOUTHWEST END OF A
 MR0195'LARGE DRIVE THROUGH CULVERT UNDER THE RAILROAD, 120 FEET SOUTHEAST OF
 MR0195'THE CENTER LINE OF A ROAD NORTHEAST, 8 FEET SOUTHWEST OF A TELEPHONE
 MR0195'POLE, 1.6 FEET SOUTHWEST OF A FENCE, 2.6 FEET NORTHWEST OF A WITNESS
 MR0195'POST, ABOUT 4 FEET LOWER THAN THE HIGHWAY, ABOUT 30 FEET LOWER THAN
 MR0195'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MR0195'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0043 ***********************************************************************
 OV0043  DESIGNATION -  N 18
 OV0043  PID         -  OV0043
 OV0043  STATE/COUNTY-  WY/NATRONA
 OV0043  USGS QUAD   -  SMITH FLATS (1978)
 OV0043
 OV0043                         *CURRENT SURVEY CONTROL
 OV0043  ___________________________________________________________________
 OV0043* NAD 83(1986)-  43 00 52.     (N)    106 32 09.     (W)     SCALED    
 OV0043* NAVD 88     -      1634.375  (meters)    5362.11   (feet)  POSTED    
 OV0043  ___________________________________________________________________
 OV0043  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 OV0043  DYNAMIC HT  -        1633.360 (meters)    5358.78  (feet)  COMP
 OV0043  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 OV0043
 OV0043  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0043
 OV0043.The horizontal coordinates were scaled from a topographic map and have
 OV0043.an estimated accuracy of +/- 6 seconds.
 OV0043
 OV0043.The orthometric height was determined by differential leveling
 OV0043.and adjusted by the National Geodetic Survey in 1992..
 OV0043.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0043.rate of 0.0 thru 1.0 mm/km.
 OV0043
 OV0043.The geoid height was determined by GEOID03.
 OV0043
 OV0043.The dynamic height is computed by dividing the NAVD 88
 OV0043.geopotential number by the normal gravity value computed on the
 OV0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0043.degrees latitude (g = 980.6199 gals.).
 OV0043
 OV0043.The modeled gravity was interpolated from observed gravity values.
 OV0043
 OV0043;                    North         East    Units  Estimated Accuracy
 OV0043;SPC WYEC     -   379,570.      465,010.      MT  (+/- 180 meters Scaled)
 OV0043
 OV0043                          SUPERSEDED SURVEY CONTROL
 OV0043
 OV0043  NGVD 29 (??/??/92) 1633.428  (m)         5359.01   (f) ADJ UNCH    1 2
 OV0043
 OV0043.Superseded values are not recommended for survey control.
 OV0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0043.See file dsdata.txt to determine how the superseded data were derived.
 OV0043
 OV0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH748635(NAD 83)
 OV0043_MARKER: DB = BENCH MARK DISK
 OV0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0043_STAMPING: N 18 1934
 OV0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0043+STABILITY: SURFACE MOTION
 OV0043
 OV0043  HISTORY     - Date     Condition        Report By
 OV0043  HISTORY     - 1934     MONUMENTED       CGS
 OV0043
 OV0043                          STATION DESCRIPTION
 OV0043
 OV0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0043'17.3 MI NW FROM CASPER.
 OV0043'ABOUT 17.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OV0043'RAILROAD FROM THE STATION AT CASPER, NATRONA COUNTY, ABOUT 1.9 MILES
 OV0043'WEST OF THE STATION AT ILLCO, ABOUT 2,485 FEET WEST OF MILEPOST 219,
 OV0043'ABOUT 600 FEET WEST OF THE WEST END OF A CURVE, 96.5 FEET NORTH OF THE
 OV0043'NORTH RAIL, 52 FEET NORTHWEST OF A POLE, 3.0 FEET SOUTH OF THE
 OV0043'RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD
 OV0043'DISK, STAMPED N 18 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0077 ***********************************************************************
 NS0077  DESIGNATION -  N 19
 NS0077  PID         -  NS0077
 NS0077  STATE/COUNTY-  WY/SWEETWATER
 NS0077  USGS QUAD   -  FARSON (1980)
 NS0077
 NS0077                         *CURRENT SURVEY CONTROL
 NS0077  ___________________________________________________________________
 NS0077* NAD 83(1986)-  42 03 16.     (N)    109 26 16.     (W)     SCALED    
 NS0077* NAVD 88     -      2015.750  (meters)    6613.34   (feet)  ADJUSTED  
 NS0077  ___________________________________________________________________
 NS0077  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NS0077  DYNAMIC HT  -        2014.065 (meters)    6607.81  (feet)  COMP
 NS0077  MODELED GRAV-     979,714.6   (mgal)                       NAVD 88
 NS0077
 NS0077  VERT ORDER  -  FIRST     CLASS II
 NS0077
 NS0077.The horizontal coordinates were scaled from a topographic map and have
 NS0077.an estimated accuracy of +/- 6 seconds.
 NS0077
 NS0077.The orthometric height was determined by differential leveling
 NS0077.and adjusted by the National Geodetic Survey in June 1991..
 NS0077.WARNING-Repeat measurements at this control monument indicate possible
 NS0077.vertical movement.
 NS0077
 NS0077.The geoid height was determined by GEOID03.
 NS0077
 NS0077.The dynamic height is computed by dividing the NAVD 88
 NS0077.geopotential number by the normal gravity value computed on the
 NS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0077.degrees latitude (g = 980.6199 gals.).
 NS0077
 NS0077.The modeled gravity was interpolated from observed gravity values.
 NS0077
 NS0077;                    North         East    Units  Estimated Accuracy
 NS0077;SPC WYWC     -   172,850.      543,070.      MT  (+/- 180 meters Scaled)
 NS0077
 NS0077                          SUPERSEDED SURVEY CONTROL
 NS0077
 NS0077  NGVD 29 (??/??/92) 2014.501  (m)         6609.24   (f) ADJ UNCH    1 2
 NS0077
 NS0077.Superseded values are not recommended for survey control.
 NS0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0077.See file dsdata.txt to determine how the superseded data were derived.
 NS0077
 NS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM292570(NAD 83)
 NS0077_MARKER: DB = BENCH MARK DISK
 NS0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0077_STAMPING: 6608.973 N 19 1933
 NS0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0077+STABILITY: SURFACE MOTION
 NS0077
 NS0077  HISTORY     - Date     Condition        Report By
 NS0077  HISTORY     - 1933     MONUMENTED       CGS
 NS0077  HISTORY     - 1968     GOOD             NGS
 NS0077
 NS0077                          STATION DESCRIPTION
 NS0077
 NS0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0077'IN EDEN.
 NS0077'AT EDEN, SWEETWATER COUNTY, ON U.S. HIGHWAY 187, AT THE WYOMING STATE
 NS0077'EXPERIMENT FARM, SOUTH OF THE ENTRANCE, 60 FEET SOUTH OF THE CENTER
 NS0077'LINE OF A DRIVEWAY, 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11
 NS0077'FEET EAST OF A FENCE LINE, AND 1 FOOT NORTH OF A FENCE LINE.  A
 NS0077'STANDARD DISK, STAMPED 6608.973 N 19 1933 AND SET IN THE TOP OF A
 NS0077'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NS0077
 NS0077                          STATION RECOVERY (1968)
 NS0077
 NS0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NS0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0034 ***********************************************************************
 NS0034  DESIGNATION -  N 20
 NS0034  PID         -  NS0034
 NS0034  STATE/COUNTY-  WY/FREMONT
 NS0034  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0034
 NS0034                         *CURRENT SURVEY CONTROL
 NS0034  ___________________________________________________________________
 NS0034* NAD 83(1986)-  42 26 00.     (N)    108 49 36.     (W)     SCALED    
 NS0034* NAVD 88     -      2347.966  (meters)    7703.29   (feet)  ADJUSTED  
 NS0034  ___________________________________________________________________
 NS0034  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 NS0034  DYNAMIC HT  -        2346.072 (meters)    7697.07  (feet)  COMP
 NS0034  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 NS0034
 NS0034  VERT ORDER  -  FIRST     CLASS II
 NS0034
 NS0034.The horizontal coordinates were scaled from a topographic map and have
 NS0034.an estimated accuracy of +/- 6 seconds.
 NS0034
 NS0034.The orthometric height was determined by differential leveling
 NS0034.and adjusted by the National Geodetic Survey in June 1991..
 NS0034
 NS0034.The geoid height was determined by GEOID03.
 NS0034
 NS0034.The dynamic height is computed by dividing the NAVD 88
 NS0034.geopotential number by the normal gravity value computed on the
 NS0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0034.degrees latitude (g = 980.6199 gals.).
 NS0034
 NS0034.The modeled gravity was interpolated from observed gravity values.
 NS0034
 NS0034;                    North         East    Units  Estimated Accuracy
 NS0034;SPC WYWC     -   214,710.      593,690.      MT  (+/- 180 meters Scaled)
 NS0034
 NS0034                          SUPERSEDED SURVEY CONTROL
 NS0034
 NS0034  NGVD 29 (??/??/92) 2346.751  (m)         7699.30   (f) ADJ UNCH    1 2
 NS0034
 NS0034.Superseded values are not recommended for survey control.
 NS0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0034.See file dsdata.txt to determine how the superseded data were derived.
 NS0034
 NS0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN787001(NAD 83)
 NS0034_MARKER: DB = BENCH MARK DISK
 NS0034_SETTING: 66 = SET IN ROCK OUTCROP
 NS0034_SP_SET: GRANITE OUTCROP
 NS0034_STAMPING: 7698.908 N 20 1933
 NS0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0034+STABILITY: POSITION/ELEVATION WELL
 NS0034
 NS0034  HISTORY     - Date     Condition        Report By
 NS0034  HISTORY     - 1933     MONUMENTED       CGS
 NS0034
 NS0034                          STATION DESCRIPTION
 NS0034
 NS0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0034'2.7 MI SW FROM SOUTH PASS CITY.
 NS0034'2.7 MILES SOUTHWEST ALONG THE ROAD TO FARSON FROM THE POST OFFICE AT
 NS0034'SOUTH PASS CITY, FREMONT COUNTY, ABOUT 1/4 MILE NORTHEAST OF TWO
 NS0034'SIMILAR BRIDGES, 100 FEET SOUTHWEST OF A CULVERT, 29 FEET NORTHWEST OF
 NS0034'THE CENTER LINE OF THE ROAD, 25 FEET SOUTHWEST OF A LARGE FIR TREE,
 NS0034'AND IN THE TOP OF A GRANITE OUTCROP.  A STANDARD DISK, STAMPED
 NS0034'7698.908 N 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0003 ***********************************************************************
 NS0003  DESIGNATION -  N 21
 NS0003  PID         -  NS0003
 NS0003  STATE/COUNTY-  WY/FREMONT
 NS0003  USGS QUAD   -  ARAPAHOE (1978)
 NS0003
 NS0003                         *CURRENT SURVEY CONTROL
 NS0003  ___________________________________________________________________
 NS0003* NAD 83(1986)-  42 58 32.     (N)    108 26 51.     (W)     SCALED    
 NS0003* NAVD 88     -      1517.251  (meters)    4977.85   (feet)  ADJUSTED  
 NS0003  ___________________________________________________________________
 NS0003  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 NS0003  DYNAMIC HT  -        1516.258 (meters)    4974.59  (feet)  COMP
 NS0003  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 NS0003
 NS0003  VERT ORDER  -  FIRST     CLASS II
 NS0003
 NS0003.The horizontal coordinates were scaled from a topographic map and have
 NS0003.an estimated accuracy of +/- 6 seconds.
 NS0003
 NS0003.The orthometric height was determined by differential leveling
 NS0003.and adjusted by the National Geodetic Survey in June 1991..
 NS0003
 NS0003.The geoid height was determined by GEOID03.
 NS0003
 NS0003.The dynamic height is computed by dividing the NAVD 88
 NS0003.geopotential number by the normal gravity value computed on the
 NS0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0003.degrees latitude (g = 980.6199 gals.).
 NS0003
 NS0003.The modeled gravity was interpolated from observed gravity values.
 NS0003
 NS0003;                    North         East    Units  Estimated Accuracy
 NS0003;SPC WYWC     -   274,980.      624,670.      MT  (+/- 180 meters Scaled)
 NS0003
 NS0003                          SUPERSEDED SURVEY CONTROL
 NS0003
 NS0003  NGVD 29 (??/??/92) 1516.264  (m)         4974.61   (f) ADJ UNCH    1 2
 NS0003
 NS0003.Superseded values are not recommended for survey control.
 NS0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0003.See file dsdata.txt to determine how the superseded data were derived.
 NS0003
 NS0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN081612(NAD 83)
 NS0003_MARKER: DB = BENCH MARK DISK
 NS0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0003_STAMPING: 4974.094 N 21 1933
 NS0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0003+STABILITY: SURFACE MOTION
 NS0003
 NS0003  HISTORY     - Date     Condition        Report By
 NS0003  HISTORY     - 1933     MONUMENTED       CGS
 NS0003  HISTORY     - 20000917 MARK NOT FOUND   NGS
 NS0003
 NS0003                          STATION DESCRIPTION
 NS0003
 NS0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0003'2.3 MI NE FROM ARAPAHOE.
 NS0003'2.3 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NS0003'THE STATION AT ARAPAHOE, FREMONT COUNTY, AT A PRIVATE-ROAD CROSSING,
 NS0003'45 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND 12 FEET
 NS0003'SOUTHWEST OF AN 8-FOOT WOODEN GATE.  A STANDARD DISK, STAMPED 4974.094
 NS0003'N 21 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 NS0003'ABOVE GROUND.
 NS0003
 NS0003                          STATION RECOVERY (2000)
 NS0003
 NS0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 NS0003'RAILROAD IS GONE.  STATION WOULD HAVE BEEN ALONG ROUTE WY 138.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0074 ***********************************************************************
 OW0074  DESIGNATION -  N 22
 OW0074  PID         -  OW0074
 OW0074  STATE/COUNTY-  WY/FREMONT
 OW0074  USGS QUAD   -  BOYSEN (1978)
 OW0074
 OW0074                         *CURRENT SURVEY CONTROL
 OW0074  ___________________________________________________________________
 OW0074* NAD 83(1986)-  43 27 22.     (N)    108 10 11.     (W)     SCALED    
 OW0074* NAVD 88     -      1401.710  (meters)    4598.78   (feet)  ADJUSTED  
 OW0074  ___________________________________________________________________
 OW0074  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 OW0074  DYNAMIC HT  -        1400.906 (meters)    4596.14  (feet)  COMP
 OW0074  MODELED GRAV-     979,998.3   (mgal)                       NAVD 88
 OW0074
 OW0074  VERT ORDER  -  FIRST     CLASS II
 OW0074
 OW0074.The horizontal coordinates were scaled from a topographic map and have
 OW0074.an estimated accuracy of +/- 6 seconds.
 OW0074
 OW0074.The orthometric height was determined by differential leveling
 OW0074.and adjusted by the National Geodetic Survey in June 1991..
 OW0074
 OW0074.The geoid height was determined by GEOID03.
 OW0074
 OW0074.The dynamic height is computed by dividing the NAVD 88
 OW0074.geopotential number by the normal gravity value computed on the
 OW0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0074.degrees latitude (g = 980.6199 gals.).
 OW0074
 OW0074.The modeled gravity was interpolated from observed gravity values.
 OW0074
 OW0074;                    North         East    Units  Estimated Accuracy
 OW0074;SPC WYWC     -   328,490.      646,960.      MT  (+/- 180 meters Scaled)
 OW0074
 OW0074                          SUPERSEDED SURVEY CONTROL
 OW0074
 OW0074  NGVD 29 (??/??/92) 1400.85   (m)         4596.0    (f) COMPUTED    1 2
 OW0074
 OW0074.Superseded values are not recommended for survey control.
 OW0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0074.See file dsdata.txt to determine how the superseded data were derived.
 OW0074
 OW0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP289153(NAD 83)
 OW0074_MARKER: DB = BENCH MARK DISK
 OW0074_SETTING: 66 = SET IN ROCK OUTCROP
 OW0074_SP_SET: ROCK OUTCROP
 OW0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0074+STABILITY: POSITION/ELEVATION WELL
 OW0074
 OW0074  HISTORY     - Date     Condition        Report By
 OW0074  HISTORY     - UNK      MONUMENTED       CGS
 OW0074  HISTORY     - 1933     GOOD             NGS
 OW0074
 OW0074                          STATION DESCRIPTION
 OW0074
 OW0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OW0074'0.9 MI N FROM BOYSEN DAM.
 OW0074'0.25 MILE NORTH OF FREMONT-HOT SPRINGS COUNTY LINE, IN GRANITE OUTCROP
 OW0074'19 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY U.S. 20.  U S B M PAINTED
 OW0074'ON FACE OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0075 ***********************************************************************
 OW0075  DESIGNATION -  N 22 RESET
 OW0075  PID         -  OW0075
 OW0075  STATE/COUNTY-  WY/FREMONT
 OW0075  USGS QUAD   -  BOYSEN (1978)
 OW0075
 OW0075                         *CURRENT SURVEY CONTROL
 OW0075  ___________________________________________________________________
 OW0075* NAD 83(1986)-  43 27 22.     (N)    108 10 11.     (W)     SCALED    
 OW0075* NAVD 88     -      4595.88   (+/-2cm)   15078.3    (feet)  VERTCON   
 OW0075  ___________________________________________________________________
 OW0075  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 OW0075
 OW0075  VERT ORDER  -  ? (See Below)
 OW0075
 OW0075.The horizontal coordinates were scaled from a topographic map and have
 OW0075.an estimated accuracy of +/- 6 seconds.
 OW0075
 OW0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0075.The vertical order pertains to the NGVD 29 superseded value.
 OW0075
 OW0075.The geoid height was determined by GEOID03.
 OW0075
 OW0075;                    North         East    Units  Estimated Accuracy
 OW0075;SPC WYWC     -   328,490.      646,960.      MT  (+/- 180 meters Scaled)
 OW0075
 OW0075                          SUPERSEDED SURVEY CONTROL
 OW0075
 OW0075  NGVD 29 (??/??/92) 4594.975  (m)        15075.35   (f) ADJ UNCH    ?  
 OW0075
 OW0075.Superseded values are not recommended for survey control.
 OW0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0075.See file dsdata.txt to determine how the superseded data were derived.
 OW0075
 OW0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP289153(NAD 83)
 OW0075_MARKER: DB = BENCH MARK DISK
 OW0075_SETTING: 66 = SET IN ROCK OUTCROP
 OW0075_SP_SET: ROCK OUTCROP
 OW0075_STAMPING: 4594.975 N 22 RESET 1955
 OW0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0075+STABILITY: POSITION/ELEVATION WELL
 OW0075
 OW0075  HISTORY     - Date     Condition        Report By
 OW0075  HISTORY     - 1955     MONUMENTED       WYHD
 OW0075  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0075
 OW0075                          STATION DESCRIPTION
 OW0075
 OW0075'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1955
 OW0075'0.6 MI N FROM BOYSEN.
 OW0075'0.6 MILE NORTH ALONG U. S. HIGHWAY 20 FROM THE NORTH PORTAL OF THE
 OW0075'NORTHERNMOST TUNNEL AT BOYSEN, FREMONT COUNTY, 35 FEET NORTHEAST OF
 OW0075'THE CENTERLINE OF THE HIGHWAY, 14 FEET NORTHEAST OF A CULVERT INLET,
 OW0075'AND IN THE TOP OF A GRANITE OUTCROP.  A STANDARD DISK, STAMPED
 OW0075'4594.975 N 22 RESET 1955.
 OW0075
 OW0075                          STATION RECOVERY (1982)
 OW0075
 OW0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0015 ***********************************************************************
 OW0015  DESIGNATION -  N 23
 OW0015  PID         -  OW0015
 OW0015  STATE/COUNTY-  WY/WASHAKIE
 OW0015  USGS QUAD   -  KIRBY (1985)
 OW0015
 OW0015                         *CURRENT SURVEY CONTROL
 OW0015  ___________________________________________________________________
 OW0015* NAD 83(1986)-  43 52 18.     (N)    108 08 19.     (W)     SCALED    
 OW0015* NAVD 88     -      1284.511  (meters)    4214.27   (feet)  ADJUSTED  
 OW0015  ___________________________________________________________________
 OW0015  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 OW0015  DYNAMIC HT  -        1283.858 (meters)    4212.12  (feet)  COMP
 OW0015  MODELED GRAV-     980,067.4   (mgal)                       NAVD 88
 OW0015
 OW0015  VERT ORDER  -  FIRST     CLASS II
 OW0015
 OW0015.The horizontal coordinates were scaled from a topographic map and have
 OW0015.an estimated accuracy of +/- 6 seconds.
 OW0015
 OW0015.The orthometric height was determined by differential leveling
 OW0015.and adjusted by the National Geodetic Survey in June 1991..
 OW0015
 OW0015.The geoid height was determined by GEOID03.
 OW0015
 OW0015.The dynamic height is computed by dividing the NAVD 88
 OW0015.geopotential number by the normal gravity value computed on the
 OW0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0015.degrees latitude (g = 980.6199 gals.).
 OW0015
 OW0015.The modeled gravity was interpolated from observed gravity values.
 OW0015
 OW0015;                    North         East    Units  Estimated Accuracy
 OW0015;SPC WYEC     -   474,810.      335,280.      MT  (+/- 180 meters Scaled)
 OW0015
 OW0015                          SUPERSEDED SURVEY CONTROL
 OW0015
 OW0015  NGVD 29 (??/??/92) 1283.680  (m)         4211.54   (f) ADJ UNCH    1 2
 OW0015
 OW0015.Superseded values are not recommended for survey control.
 OW0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0015.See file dsdata.txt to determine how the superseded data were derived.
 OW0015
 OW0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP299616(NAD 83)
 OW0015_MARKER: DB = BENCH MARK DISK
 OW0015_SETTING: 66 = SET IN ROCK OUTCROP
 OW0015_SP_SET: ROCK OUTCROP
 OW0015_STAMPING: 4210.963 N 23 1933
 OW0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0015+STABILITY: POSITION/ELEVATION WELL
 OW0015
 OW0015  HISTORY     - Date     Condition        Report By
 OW0015  HISTORY     - 1933     MONUMENTED       CGS
 OW0015  HISTORY     - 1979     GOOD             USGS
 OW0015
 OW0015                          STATION DESCRIPTION
 OW0015
 OW0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0015'5.1 MI SW FROM NEIBER.
 OW0015'5.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OW0015'FROM NEIBER, WASHAKIE COUNTY, AT MILEAGE 354.8, 252 FEET SOUTHWEST OF
 OW0015'A PRIVATE-ROAD CROSSING, 216 FEET NORTHWEST OF THE CENTER LINE OF THE
 OW0015'TRACK, AND IN THE TOP OF A LIMESTONE OUTCROP MARKED BY A PYRAMID OF
 OW0015'LOOSE STONES.  A STANDARD DISK, STAMPED 4210.963 N 23 1933.
 OW0015
 OW0015                          STATION RECOVERY (1979)
 OW0015
 OW0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0015'14.8 MILES SW ALONG U.S. HWY. 20 FROM THE COURTHOUSE AT WORLAND,
 OW0015'WASHAKIE COUNTY, TO A ROAD LEADING SE TO THE FLUME ON THE UPPER
 OW0015'HANOVER CANAL OVER THE BIGHORN RIVER, NEAR 1/4 SEC. 9/16 T45N R95W,
 OW0015'THENCE 0.25 MILE SE ALONG ROAD TO THE BURLINGTON NORTHERN RAILROAD
 OW0015'CROSSING, THENCE 253 FEET SW ALONG RAILROAD AND 212 FEET NW NORMAL TO
 OW0015'THE RAILROAD, SET IN A LIMESTONE OUTCROP. A STANDARD DISK STAMPED
 OW0015'4210.963 N 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0046 ***********************************************************************
 PX0046  DESIGNATION -  N 24
 PX0046  PID         -  PX0046
 PX0046  STATE/COUNTY-  WY/BIG HORN
 PX0046  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0046
 PX0046                         *CURRENT SURVEY CONTROL
 PX0046  ___________________________________________________________________
 PX0046* NAD 83(1986)-  44 27 18.     (N)    108 02 47.     (W)     SCALED    
 PX0046* NAVD 88     -      1162.391  (meters)    3813.61   (feet)  ADJUSTED  
 PX0046  ___________________________________________________________________
 PX0046  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 PX0046  DYNAMIC HT  -        1161.917 (meters)    3812.06  (feet)  COMP
 PX0046  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 PX0046
 PX0046  VERT ORDER  -  FIRST     CLASS II
 PX0046
 PX0046.The horizontal coordinates were scaled from a topographic map and have
 PX0046.an estimated accuracy of +/- 6 seconds.
 PX0046
 PX0046.The orthometric height was determined by differential leveling
 PX0046.and adjusted by the National Geodetic Survey in June 1991..
 PX0046
 PX0046.The geoid height was determined by GEOID03.
 PX0046
 PX0046.The dynamic height is computed by dividing the NAVD 88
 PX0046.geopotential number by the normal gravity value computed on the
 PX0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0046.degrees latitude (g = 980.6199 gals.).
 PX0046
 PX0046.The modeled gravity was interpolated from observed gravity values.
 PX0046
 PX0046;                    North         East    Units  Estimated Accuracy
 PX0046;SPC WYEC     -   539,550.      343,250.      MT  (+/- 180 meters Scaled)
 PX0046
 PX0046                          SUPERSEDED SURVEY CONTROL
 PX0046
 PX0046  NGVD 29 (06/08/92) 1161.590  (m)         3810.98   (f) ADJUSTED    1 2
 PX0046
 PX0046.Superseded values are not recommended for survey control.
 PX0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0046.See file dsdata.txt to determine how the superseded data were derived.
 PX0046
 PX0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ349266(NAD 83)
 PX0046_MARKER: DB = BENCH MARK DISK
 PX0046_SETTING: 66 = SET IN ROCK OUTCROP
 PX0046_SP_SET: SANDSTONE OUTCROP
 PX0046_STAMPING: N 24 1933 3810.537
 PX0046_MARK LOGO: CGS   
 PX0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0046+STABILITY: POSITION/ELEVATION WELL
 PX0046
 PX0046  HISTORY     - Date     Condition        Report By
 PX0046  HISTORY     - 1933     MONUMENTED       CGS
 PX0046  HISTORY     - 1966     GOOD             NGS
 PX0046  HISTORY     - 1982     GOOD             NGS
 PX0046
 PX0046                          STATION DESCRIPTION
 PX0046
 PX0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PX0046'2.4 MI S FROM GREYBULL.
 PX0046'2.4 MILES SOUTH ALONG CHICAGO, BURLINGTON AND QUINCY RAILROAD COMPANY
 PX0046'FROM THE STATION AT GREYBULL, 6 1/2 RAIL NORTHWEST OF THE NORTHWEST
 PX0046'END OF BRIDGE 401.52, SET VERTICALLY IN THE NORTHEAST FACE OF A
 PX0046'SANDSTONE OUTCROP, AT THE SOUTHEAST END OF A FENCE, 76.4 FEET
 PX0046'SOUTHWEST OF THE SOUTHWEST RAIL, 69 FEET WEST OF THE SECOND TELEPHONE
 PX0046'POLE NORTHWEST OF THE BRIDGE, AND ABOUT 4 FEET HIGHER THAN THE TRACKS.
 PX0046
 PX0046                          STATION RECOVERY (1982)
 PX0046
 PX0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0046'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  43.8 KM
 PX0046'(27.2 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0046'NEVADA STREET IN LOVELL, THENCE 8.6 KM (5.35 MI) SOUTHERLY ALONG U. S.
 PX0046'HIGHWAY 20, THENCE 3.0 KM (1.85 MI) SOUTHEAST ALONG THE BURLINGTON
 PX0046'NORTHERN RAILROAD, IN THE CENTER OF A 5 BY 5 FT EXPOSED AREA OF
 PX0046'OUTCROPPING BEDROCK AND 23.3 METERS (76.4 FT) SOUTHWEST OF THE NEAR
 PX0046'RAIL.
 PX0046'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0146 ***********************************************************************
 PX0146  DESIGNATION -  N 25
 PX0146  PID         -  PX0146
 PX0146  STATE/COUNTY-  WY/BIG HORN
 PX0146  USGS QUAD   -  FRANNIE (1966)
 PX0146
 PX0146                         *CURRENT SURVEY CONTROL
 PX0146  ___________________________________________________________________
 PX0146* NAD 83(1986)-  44 53 25.     (N)    108 35 02.     (W)     SCALED    
 PX0146* NAVD 88     -      1248.703  (meters)    4096.79   (feet)  ADJUSTED  
 PX0146  ___________________________________________________________________
 PX0146  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 PX0146  DYNAMIC HT  -        1248.212 (meters)    4095.18  (feet)  COMP
 PX0146  MODELED GRAV-     980,182.0   (mgal)                       NAVD 88
 PX0146
 PX0146  VERT ORDER  -  FIRST     CLASS II
 PX0146
 PX0146.The horizontal coordinates were scaled from a topographic map and have
 PX0146.an estimated accuracy of +/- 6 seconds.
 PX0146
 PX0146.The orthometric height was determined by differential leveling
 PX0146.and adjusted by the National Geodetic Survey in June 1991..
 PX0146
 PX0146.The geoid height was determined by GEOID03.
 PX0146
 PX0146.The dynamic height is computed by dividing the NAVD 88
 PX0146.geopotential number by the normal gravity value computed on the
 PX0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0146.degrees latitude (g = 980.6199 gals.).
 PX0146
 PX0146.The modeled gravity was interpolated from observed gravity values.
 PX0146
 PX0146;                    North         East    Units  Estimated Accuracy
 PX0146;SPC WYEC     -   588,430.      301,220.      MT  (+/- 180 meters Scaled)
 PX0146
 PX0146                          SUPERSEDED SURVEY CONTROL
 PX0146
 PX0146  NGVD 29 (06/08/92) 1247.816  (m)         4093.88   (f) ADJUSTED    1 2
 PX0146
 PX0146.Superseded values are not recommended for survey control.
 PX0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0146.See file dsdata.txt to determine how the superseded data were derived.
 PX0146
 PX0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ907736(NAD 83)
 PX0146_MARKER: DB = BENCH MARK DISK
 PX0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0146_SP_SET: SIPHON
 PX0146_STAMPING: 4093.617 N 25 1933
 PX0146_MARK LOGO: CGS   
 PX0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0146
 PX0146  HISTORY     - Date     Condition        Report By
 PX0146  HISTORY     - 1933     MONUMENTED       CGS
 PX0146  HISTORY     - 1982     GOOD             NGS
 PX0146
 PX0146                          STATION DESCRIPTION
 PX0146
 PX0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0146'IN DEAVER.
 PX0146'AT DEAVER, BIG HORN COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 PX0146'RAILROAD, AT MILEAGE 452.35, AT A CONCRETE INVERTED SIPHON, IN THE TOP
 PX0146'OF THE WEST CORNER OF THE SOUTHWEST HEADWALL, AND 11 FEET SOUTHWEST OF
 PX0146'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 4093.617 N 25
 PX0146'1933.
 PX0146
 PX0146                          STATION RECOVERY (1982)
 PX0146
 PX0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0146'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  19.0 KM
 PX0146'(11.8 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0146'NEVADA STREET IN LOVELL, IN THE NORTHWEST END OF THE SOUTHWEST
 PX0146'CONCRETE HEADWALL OF AN IRRIGATION DITCH CULVERT UNDER THE BURLINGTON
 PX0146'NORTHERN RAILROAD, 57.6 METERS (189.0 FT) SOUTHWEST OF THE CENTERLINE
 PX0146'OF THE HIGHWAY, 5.3 METERS (17.4 FT) SOUTHEAST OF THE CENTER OF A
 PX0146'GRAVELED DRIVEWAY AND 2.8 METERS (9.2 FT) SOUTHWEST OF THE NEAR RAIL.
 PX0146'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0159 ***********************************************************************
 PX0159  DESIGNATION -  N 26
 PX0159  PID         -  PX0159
 PX0159  STATE/COUNTY-  WY/PARK
 PX0159  USGS QUAD   -  SHOSHONE CANYON (1987)
 PX0159
 PX0159                         *CURRENT SURVEY CONTROL
 PX0159  ___________________________________________________________________
 PX0159* NAD 83(1986)-  44 30 05.     (N)    109 11 00.     (W)     SCALED    
 PX0159* NAVD 88     -      1641.437  (meters)    5385.28   (feet)  ADJUSTED  
 PX0159  ___________________________________________________________________
 PX0159  GEOID HEIGHT-         -10.76  (meters)                     GEOID03
 PX0159  DYNAMIC HT  -        1640.596 (meters)    5382.52  (feet)  COMP
 PX0159  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 PX0159
 PX0159  VERT ORDER  -  SECOND    CLASS 0
 PX0159
 PX0159.The horizontal coordinates were scaled from a topographic map and have
 PX0159.an estimated accuracy of +/- 6 seconds.
 PX0159
 PX0159.The orthometric height was determined by differential leveling
 PX0159.and adjusted by the National Geodetic Survey in June 1991..
 PX0159
 PX0159.The geoid height was determined by GEOID03.
 PX0159
 PX0159.The dynamic height is computed by dividing the NAVD 88
 PX0159.geopotential number by the normal gravity value computed on the
 PX0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0159.degrees latitude (g = 980.6199 gals.).
 PX0159
 PX0159.The modeled gravity was interpolated from observed gravity values.
 PX0159
 PX0159;                    North         East    Units  Estimated Accuracy
 PX0159;SPC WYWC     -   444,550.      565,540.      MT  (+/- 180 meters Scaled)
 PX0159
 PX0159                          SUPERSEDED SURVEY CONTROL
 PX0159
 PX0159  NGVD 29 (??/??/92) 1640.341  (m)         5381.69   (f) ADJ UNCH    2 0
 PX0159
 PX0159.Superseded values are not recommended for survey control.
 PX0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0159.See file dsdata.txt to determine how the superseded data were derived.
 PX0159
 PX0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ444291(NAD 83)
 PX0159_MARKER: DD = SURVEY DISK
 PX0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PX0159_SP_SET: DAM
 PX0159_STAMPING: N 26 1933
 PX0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0159
 PX0159  HISTORY     - Date     Condition        Report By
 PX0159  HISTORY     - 1933     MONUMENTED       BOR
 PX0159  HISTORY     - 1934     GOOD             NGS
 PX0159
 PX0159                          STATION DESCRIPTION
 PX0159
 PX0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0159'6.9 MI W FROM CODY.
 PX0159'6.9 MILES WEST ALONG U.S. HIGHWAY 20 FROM CODY, PARK COUNTY, AT
 PX0159'SHOSHONE DAM, AND IN THE TOP OF THE DAM.  A UNITED STATES BUREAU OF
 PX0159'RECLAMATION STANDARD DISK, STAMPED N 26 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0136 ***********************************************************************
 OV0136  DESIGNATION -  N 26
 OV0136  PID         -  OV0136
 OV0136  STATE/COUNTY-  WY/NATRONA
 OV0136  USGS QUAD   -  ARMINTO (1976)
 OV0136
 OV0136                         *CURRENT SURVEY CONTROL
 OV0136  ___________________________________________________________________
 OV0136* NAD 83(1986)-  43 11 11.     (N)    107 20 01.     (W)     SCALED    
 OV0136* NAVD 88     -      1797.905  (meters)    5898.63   (feet)  POSTED    
 OV0136  ___________________________________________________________________
 OV0136  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 OV0136  DYNAMIC HT  -        1796.660 (meters)    5894.54  (feet)  COMP
 OV0136  MODELED GRAV-     979,862.7   (mgal)                       NAVD 88
 OV0136
 OV0136  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0136
 OV0136.The horizontal coordinates were scaled from a topographic map and have
 OV0136.an estimated accuracy of +/- 6 seconds.
 OV0136
 OV0136.The orthometric height was determined by differential leveling
 OV0136.and adjusted by the National Geodetic Survey in 1992..
 OV0136.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0136.rate of 0.0 thru 1.0 mm/km.
 OV0136
 OV0136.The geoid height was determined by GEOID03.
 OV0136
 OV0136.The dynamic height is computed by dividing the NAVD 88
 OV0136.geopotential number by the normal gravity value computed on the
 OV0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0136.degrees latitude (g = 980.6199 gals.).
 OV0136
 OV0136.The modeled gravity was interpolated from observed gravity values.
 OV0136
 OV0136;                    North         East    Units  Estimated Accuracy
 OV0136;SPC WYEC     -   398,360.      399,980.      MT  (+/- 180 meters Scaled)
 OV0136
 OV0136                          SUPERSEDED SURVEY CONTROL
 OV0136
 OV0136  NGVD 29 (??/??/92) 1796.736  (m)         5894.79   (f) ADJ UNCH    1 2
 OV0136
 OV0136.Superseded values are not recommended for survey control.
 OV0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0136.See file dsdata.txt to determine how the superseded data were derived.
 OV0136
 OV0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH103841(NAD 83)
 OV0136_MARKER: DB = BENCH MARK DISK
 OV0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0136_STAMPING: N 26 1934
 OV0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0136+STABILITY: SURFACE MOTION
 OV0136
 OV0136  HISTORY     - Date     Condition        Report By
 OV0136  HISTORY     - 1934     MONUMENTED       CGS
 OV0136
 OV0136                          STATION DESCRIPTION
 OV0136
 OV0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0136'3.9 MI W FROM ARMINTO.
 OV0136'3.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OV0136'THE STATION AT ARMINTO, NATRONA COUNTY, ABOUT 0.35 MILE WEST OF
 OV0136'MILEPOST 264, ABOUT 400 FEET EAST OF THE EAST END OF THE FIRST CUT
 OV0136'WEST OF THE MILEPOST, 95.0 FEET SOUTH OF THE SOUTH RAIL, 73 FEET
 OV0136'SOUTHEAST OF A POLE, AND 2.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A
 OV0136'STANDARD DISK, STAMPED N 26 1934 AND SET IN THE TOP OF A CONCRETE
 OV0136'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0011 ***********************************************************************
 NS0011  DESIGNATION -  N 28
 NS0011  PID         -  NS0011
 NS0011  STATE/COUNTY-  WY/FREMONT
 NS0011  USGS QUAD   -  SWEETWATER STATION (1953)
 NS0011
 NS0011                         *CURRENT SURVEY CONTROL
 NS0011  ___________________________________________________________________
 NS0011* NAD 83(1986)-  42 32 31.     (N)    108 10 59.     (W)     SCALED    
 NS0011* NAVD 88     -      1995.809  (meters)    6547.92   (feet)  ADJUSTED  
 NS0011  ___________________________________________________________________
 NS0011  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 NS0011  DYNAMIC HT  -        1994.349 (meters)    6543.13  (feet)  COMP
 NS0011  MODELED GRAV-     979,818.0   (mgal)                       NAVD 88
 NS0011
 NS0011  VERT ORDER  -  SECOND    CLASS 0
 NS0011
 NS0011.The horizontal coordinates were scaled from a topographic map and have
 NS0011.an estimated accuracy of +/- 6 seconds.
 NS0011
 NS0011.The orthometric height was determined by differential leveling
 NS0011.and adjusted by the National Geodetic Survey in June 1991..
 NS0011
 NS0011.The geoid height was determined by GEOID03.
 NS0011
 NS0011.The dynamic height is computed by dividing the NAVD 88
 NS0011.geopotential number by the normal gravity value computed on the
 NS0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0011.degrees latitude (g = 980.6199 gals.).
 NS0011
 NS0011.The modeled gravity was interpolated from observed gravity values.
 NS0011
 NS0011;                    North         East    Units  Estimated Accuracy
 NS0011;SPC WYWC     -   226,930.      646,570.      MT  (+/- 180 meters Scaled)
 NS0011
 NS0011                          SUPERSEDED SURVEY CONTROL
 NS0011
 NS0011  NGVD 29 (??/??/92) 1994.729  (m)         6544.37   (f) ADJ UNCH    2 0
 NS0011
 NS0011.Superseded values are not recommended for survey control.
 NS0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0011.See file dsdata.txt to determine how the superseded data were derived.
 NS0011
 NS0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN313137(NAD 83)
 NS0011_MARKER: DB = BENCH MARK DISK
 NS0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0011_STAMPING: N 28 1934
 NS0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0011+STABILITY: SURFACE MOTION
 NS0011
 NS0011  HISTORY     - Date     Condition        Report By
 NS0011  HISTORY     - 1934     MONUMENTED       CGS
 NS0011
 NS0011                          STATION DESCRIPTION
 NS0011
 NS0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0011'39.6 MI SE FROM LANDER.
 NS0011'ABOUT 39.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 NS0011'AT LANDER, FREMONT COUNTY, AT SWEETWATER RIVER, ABOUT 0.4 MILE SOUTH-
 NS0011'EAST OF THE INTERSECTION OF SAND DRAW ROAD, 670 FT N OF THE BRIDGE
 NS0011'OVER SWEETWATER RIVER, ABOUT 118 FEET SOUTHWEST OF THE SOUTHWEST
 NS0011'CORNER OF A STORE, 51.2 FEET WEST OF A FENCE CORNER POST, 12.8 FEET
 NS0011'NORTH OF A FENCE, ABOUT 60 FEET SOUTH OF THE CENTER LINE OF THE
 NS0011'HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 NS0011'STAMPED N 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0160 ***********************************************************************
 MQ0160  DESIGNATION -  N 3
 MQ0160  PID         -  MQ0160
 MQ0160  STATE/COUNTY-  WY/SWEETWATER
 MQ0160  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0160
 MQ0160                         *CURRENT SURVEY CONTROL
 MQ0160  ___________________________________________________________________
 MQ0160* NAD 83(1986)-  41 35 07.     (N)    109 13 13.     (W)     SCALED    
 MQ0160* NAVD 88     -      1914.500  (meters)    6281.16   (feet)  ADJUSTED  
 MQ0160  ___________________________________________________________________
 MQ0160  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 MQ0160  DYNAMIC HT  -        1912.913 (meters)    6275.95  (feet)  COMP
 MQ0160  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 MQ0160
 MQ0160  VERT ORDER  -  FIRST     CLASS II
 MQ0160
 MQ0160.The horizontal coordinates were scaled from a topographic map and have
 MQ0160.an estimated accuracy of +/- 6 seconds.
 MQ0160
 MQ0160.The orthometric height was determined by differential leveling
 MQ0160.and adjusted by the National Geodetic Survey in June 1991..
 MQ0160.WARNING-Repeat measurements at this control monument indicate possible
 MQ0160.vertical movement.
 MQ0160
 MQ0160.The geoid height was determined by GEOID03.
 MQ0160
 MQ0160.The dynamic height is computed by dividing the NAVD 88
 MQ0160.geopotential number by the normal gravity value computed on the
 MQ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0160.degrees latitude (g = 980.6199 gals.).
 MQ0160
 MQ0160.The modeled gravity was interpolated from observed gravity values.
 MQ0160
 MQ0160;                    North         East    Units  Estimated Accuracy
 MQ0160;SPC WYWC     -   120,630.      560,790.      MT  (+/- 180 meters Scaled)
 MQ0160
 MQ0160                          SUPERSEDED SURVEY CONTROL
 MQ0160
 MQ0160  NGVD 29 (06/08/92) 1913.241  (m)         6277.02   (f) ADJUSTED    1 2
 MQ0160
 MQ0160.Superseded values are not recommended for survey control.
 MQ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0160.See file dsdata.txt to determine how the superseded data were derived.
 MQ0160
 MQ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM483052(NAD 83)
 MQ0160_MARKER: B = BOLT
 MQ0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0160_SP_SET: WALL
 MQ0160_MARK LOGO: CGS   
 MQ0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MQ0160+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 MQ0160
 MQ0160  HISTORY     - Date     Condition        Report By
 MQ0160  HISTORY     - UNK      MONUMENTED       CGS
 MQ0160  HISTORY     - 1962     GOOD             NGS
 MQ0160  HISTORY     - 1983     GOOD             NGS
 MQ0160  HISTORY     - 20050629 GOOD             GEOCAC
 MQ0160
 MQ0160                          STATION DESCRIPTION
 MQ0160
 MQ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 MQ0160'IN ROCK SPRINGS.
 MQ0160'AT ROCK SPRINGS, AT THE INTERSECTION OF BROADWAY AND B STREET, AT THE
 MQ0160'NORTHWEST SIDE OF THE SOUTHWEST ENTRANCE TO THE CITY HALL, SET
 MQ0160'VERTICALLY IN THE NORTHWEST FACE OF A SHORT WALL BETWEEN THE NORTHWEST
 MQ0160'PILLAR AND THE WALL OF THE SOUTHWEST B STREET ENTRANCE. 0.6 FOOT
 MQ0160'NORTHEAST OF THE NORTHEAST EDGE OF THE NORTHWEST DOOR, AND ABOUT 4
 MQ0160'FEET HIGHER THAN THE GROUND.
 MQ0160
 MQ0160                          STATION RECOVERY (1983)
 MQ0160
 MQ0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0160'RECOVERED IN GOOD CONDITION.
 MQ0160
 MQ0160                          STATION RECOVERY (2005)
 MQ0160
 MQ0160'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 MQ0160'OLD CITY HALL IS NOW A MUSEUM, BUT THE STREET NAMES HAVE NOT CHANGED.
 MQ0160'GPS RECEPTION
 MQ0160'POOR HERE, SO WE COULD NOT IMPROVE ON SCALED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0162 ***********************************************************************
 NR0162  DESIGNATION -  N 31
 NR0162  PID         -  NR0162
 NR0162  STATE/COUNTY-  WY/NATRONA
 NR0162  USGS QUAD   -  SANFORD RANCH (1984)
 NR0162
 NR0162                         *CURRENT SURVEY CONTROL
 NR0162  ___________________________________________________________________
 NR0162* NAD 83(1986)-  42 33 28.     (N)    107 03 12.     (W)     SCALED    
 NR0162* NAVD 88     -      1795.007  (meters)    5889.12   (feet)  ADJUSTED  
 NR0162  ___________________________________________________________________
 NR0162  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 NR0162  DYNAMIC HT  -        1793.800 (meters)    5885.16  (feet)  COMP
 NR0162  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 NR0162
 NR0162  VERT ORDER  -  FIRST     CLASS II
 NR0162
 NR0162.The horizontal coordinates were scaled from a topographic map and have
 NR0162.an estimated accuracy of +/- 6 seconds.
 NR0162
 NR0162.The orthometric height was determined by differential leveling
 NR0162.and adjusted by the National Geodetic Survey in June 1991..
 NR0162
 NR0162.The geoid height was determined by GEOID03.
 NR0162
 NR0162.The dynamic height is computed by dividing the NAVD 88
 NR0162.geopotential number by the normal gravity value computed on the
 NR0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0162.degrees latitude (g = 980.6199 gals.).
 NR0162
 NR0162.The modeled gravity was interpolated from observed gravity values.
 NR0162
 NR0162;                    North         East    Units  Estimated Accuracy
 NR0162;SPC WYEC     -   328,570.      422,990.      MT  (+/- 180 meters Scaled)
 NR0162
 NR0162                          SUPERSEDED SURVEY CONTROL
 NR0162
 NR0162  NGVD 29 (??/??/92) 1794.089  (m)         5886.11   (f) ADJ UNCH    1 2
 NR0162
 NR0162.Superseded values are not recommended for survey control.
 NR0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0162.See file dsdata.txt to determine how the superseded data were derived.
 NR0162
 NR0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH314137(NAD 83)
 NR0162_MARKER: DB = BENCH MARK DISK
 NR0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0162_STAMPING: N 31 1933
 NR0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0162+STABILITY: SURFACE MOTION
 NR0162
 NR0162  HISTORY     - Date     Condition        Report By
 NR0162  HISTORY     - 1933     MONUMENTED       CGS
 NR0162  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0162
 NR0162                          STATION DESCRIPTION
 NR0162
 NR0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0162'47.0 MI SW FROM CASPER.
 NR0162'47.0 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0162'CASPER, NATRONA COUNTY, 11.5 MILES SOUTHWEST OF THE JUNCTION OF THE
 NR0162'ROAD LEADING TO PATHFINDER DAM, 52.5 FEET SOUTHEAST OF THE CENTER LINE
 NR0162'OF THE HIGHWAY, 10 FEET EAST OF A FENCE CORNER, AND 3 FEET NORTH OF
 NR0162'THE WIRE FENCE PARALLELING THE HIGHWAY.  A STANDARD DISK, STAMPED N 31
 NR0162'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NR0162'GROUND.
 NR0162
 NR0162                          STATION RECOVERY (1982)
 NR0162
 NR0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0226 ***********************************************************************
 MO0226  DESIGNATION -  N 311
 MO0226  PID         -  MO0226
 MO0226  STATE/COUNTY-  WY/LARAMIE
 MO0226  USGS QUAD   -  BORIE (1994)
 MO0226
 MO0226                         *CURRENT SURVEY CONTROL
 MO0226  ___________________________________________________________________
 MO0226* NAD 83(1986)-  41 04 10.     (N)    104 53 30.     (W)     SCALED    
 MO0226* NAVD 88     -      1931.613  (meters)    6337.30   (feet)  ADJUSTED  
 MO0226  ___________________________________________________________________
 MO0226  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 MO0226  DYNAMIC HT  -        1929.909 (meters)    6331.71  (feet)  COMP
 MO0226  MODELED GRAV-     979,672.8   (mgal)                       NAVD 88
 MO0226
 MO0226  VERT ORDER  -  FIRST     CLASS II
 MO0226
 MO0226.The horizontal coordinates were scaled from a topographic map and have
 MO0226.an estimated accuracy of +/- 6 seconds.
 MO0226
 MO0226.The orthometric height was determined by differential leveling
 MO0226.and adjusted by the National Geodetic Survey in June 1991..
 MO0226
 MO0226.The geoid height was determined by GEOID03.
 MO0226
 MO0226.The dynamic height is computed by dividing the NAVD 88
 MO0226.geopotential number by the normal gravity value computed on the
 MO0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0226.degrees latitude (g = 980.6199 gals.).
 MO0226
 MO0226.The modeled gravity was interpolated from observed gravity values.
 MO0226
 MO0226;                    North         East    Units  Estimated Accuracy
 MO0226;SPC WY E     -    63,270.      223,110.      MT  (+/- 180 meters Scaled)
 MO0226
 MO0226                          SUPERSEDED SURVEY CONTROL
 MO0226
 MO0226  NGVD 29 (??/??/92) 1930.549  (m)         6333.81   (f) ADJ UNCH    1 2
 MO0226
 MO0226.Superseded values are not recommended for survey control.
 MO0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0226.See file dsdata.txt to determine how the superseded data were derived.
 MO0226
 MO0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF091464(NAD 83)
 MO0226_MARKER: DB = BENCH MARK DISK
 MO0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0226_STAMPING: N 311 1939
 MO0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0226+STABILITY: SURFACE MOTION
 MO0226
 MO0226  HISTORY     - Date     Condition        Report By
 MO0226  HISTORY     - 1939     MONUMENTED       CGS
 MO0226  HISTORY     - 1956     MARK NOT FOUND   NGS
 MO0226
 MO0226                          STATION DESCRIPTION
 MO0226
 MO0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0226'1.2 MI N FROM SPEER.
 MO0226'1.2 MILES N ALONG THE UNION PACIFIC RR FROM THE SECTION HOUSE
 MO0226'AT SPEER, LARAMIE COUNTY, 3 POLES N OF MILEPOST 99, 84 FEET E
 MO0226'OF THE CENTERLINE OF THE TRACK, 60 FEET S OF AN ANGLE IN THE
 MO0226'RIGHT-OF-WAY FENCE, 15 FEET W OF THE FENCE, 9 FEET S OF A POLE,
 MO0226'AND 3.5 FEET N OF A WHITE WOODEN WITNESS POST.  A STANDARD
 MO0226'DISK, STAMPED N 311 1939 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0022 ***********************************************************************
 OX0022  DESIGNATION -  N 312
 OX0022  PID         -  OX0022
 OX0022  STATE/COUNTY-  WY/TETON
 OX0022  USGS QUAD   -  GRIZZLY LAKE (1996)
 OX0022
 OX0022                         *CURRENT SURVEY CONTROL
 OX0022  ___________________________________________________________________
 OX0022* NAD 83(1986)-  43 36 35.     (N)    110 27 06.     (W)     SCALED    
 OX0022* NAVD 88     -      2137.601  (meters)    7013.11   (feet)  ADJUSTED  
 OX0022  ___________________________________________________________________
 OX0022  GEOID HEIGHT-          -8.73  (meters)                     GEOID03
 OX0022  DYNAMIC HT  -        2136.082 (meters)    7008.13  (feet)  COMP
 OX0022  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 OX0022
 OX0022  VERT ORDER  -  SECOND    CLASS 0
 OX0022
 OX0022.The horizontal coordinates were scaled from a topographic map and have
 OX0022.an estimated accuracy of +/- 6 seconds.
 OX0022
 OX0022.The orthometric height was determined by differential leveling
 OX0022.and adjusted by the National Geodetic Survey in June 1991..
 OX0022
 OX0022.The geoid height was determined by GEOID03.
 OX0022
 OX0022.The dynamic height is computed by dividing the NAVD 88
 OX0022.geopotential number by the normal gravity value computed on the
 OX0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0022.degrees latitude (g = 980.6199 gals.).
 OX0022
 OX0022.The modeled gravity was interpolated from observed gravity values.
 OX0022
 OX0022;                    North         East    Units  Estimated Accuracy
 OX0022;SPC WY W     -   445,460.      770,270.      MT  (+/- 180 meters Scaled)
 OX0022
 OX0022                          SUPERSEDED SURVEY CONTROL
 OX0022
 OX0022  NGVD 29 (??/??/92) 2136.203  (m)         7008.53   (f) ADJ UNCH    2 0
 OX0022
 OX0022.Superseded values are not recommended for survey control.
 OX0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0022.See file dsdata.txt to determine how the superseded data were derived.
 OX0022
 OX0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP442286(NAD 83)
 OX0022_MARKER: DB = BENCH MARK DISK
 OX0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0022_STAMPING: N 312 1946
 OX0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0022+STABILITY: SURFACE MOTION
 OX0022
 OX0022  HISTORY     - Date     Condition        Report By
 OX0022  HISTORY     - 1946     MONUMENTED       CGS
 OX0022  HISTORY     - 1965     GOOD             USGS
 OX0022
 OX0022                          STATION DESCRIPTION
 OX0022
 OX0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0022'11.8 MI E FROM KELLY.
 OX0022'ALONG GROS VENTRE RIVER ROAD, ABOUT 11.8 MILES EAST OF KELLY POST
 OX0022'OFFICE (BY ROAD), ABOUT 0.1 MILE WEST OF BRIDGE OVER RIVER, AT CURVE
 OX0022'IN ROAD DIRECTLY ACROSS RIVER FROM MOUTH OF SMALL STREAM, SET IN
 OX0022'CONCRETE POST 28 FEET SOUTH OF CENTER LINE OF ROAD, 138 FEET WEST OF
 OX0022'SOUTH END OF IRON PIPE CULVERT UNDER ROAD, 2.7 FEET EAST OF WITNESS
 OX0022'POST.  A STANDARD DISK, STAMPED N 312 1946 AND SET IN TOP OF A
 OX0022'CONCRETE POST, PROJECTING 0.5 FOOT ABOVE GROUND.
 OX0022
 OX0022                          STATION RECOVERY (1965)
 OX0022
 OX0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0150 ***********************************************************************
 OX0150  DESIGNATION -  N 313
 OX0150  PID         -  OX0150
 OX0150  STATE/COUNTY-  WY/LINCOLN
 OX0150  USGS QUAD   -  DEER CREEK (1979)
 OX0150
 OX0150                         *CURRENT SURVEY CONTROL
 OX0150  ___________________________________________________________________
 OX0150* NAD 83(1986)-  43 07 10.     (N)    110 51 32.     (W)     SCALED    
 OX0150* NAVD 88     -      1858.146  (meters)    6096.27   (feet)  ADJUSTED  
 OX0150  ___________________________________________________________________
 OX0150  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OX0150  DYNAMIC HT  -        1856.849 (meters)    6092.01  (feet)  COMP
 OX0150  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 OX0150
 OX0150  VERT ORDER  -  SECOND    CLASS 0
 OX0150
 OX0150.The horizontal coordinates were scaled from a topographic map and have
 OX0150.an estimated accuracy of +/- 6 seconds.
 OX0150
 OX0150.The orthometric height was determined by differential leveling
 OX0150.and adjusted by the National Geodetic Survey in June 1991..
 OX0150
 OX0150.The geoid height was determined by GEOID03.
 OX0150
 OX0150.The dynamic height is computed by dividing the NAVD 88
 OX0150.geopotential number by the normal gravity value computed on the
 OX0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0150.degrees latitude (g = 980.6199 gals.).
 OX0150
 OX0150.The modeled gravity was interpolated from observed gravity values.
 OX0150
 OX0150;                    North         East    Units  Estimated Accuracy
 OX0150;SPC WY W     -   391,210.      736,890.      MT  (+/- 180 meters Scaled)
 OX0150
 OX0150                          SUPERSEDED SURVEY CONTROL
 OX0150
 OX0150  NGVD 29 (??/??/92) 1856.852  (m)         6092.02   (f) ADJ UNCH    2 0
 OX0150
 OX0150.Superseded values are not recommended for survey control.
 OX0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0150.See file dsdata.txt to determine how the superseded data were derived.
 OX0150
 OX0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN114740(NAD 83)
 OX0150_MARKER: DB = BENCH MARK DISK
 OX0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0150_STAMPING: N 313 1946
 OX0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0150+STABILITY: SURFACE MOTION
 OX0150
 OX0150  HISTORY     - Date     Condition        Report By
 OX0150  HISTORY     - 1946     MONUMENTED       CGS
 OX0150  HISTORY     - 1965     GOOD             NGS
 OX0150
 OX0150                          STATION DESCRIPTION
 OX0150
 OX0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0150'12.9 MI SE FROM ALPINE.
 OX0150'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0150'THENCE ABOUT 11.3 MILES SOUTHEAST ALONG GREYS RIVER ROAD, AT THE WEST
 OX0150'END OF A LONG FLAT, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34
 OX0150'FEET NORTHWEST OF A CORRUGATED METAL PIPE CULVERT, 30 FEET SOUTH OF A
 OX0150'SMALL TRIANGULAR-BLAZED PINE TREE, 3 FEET WEST OF A WITNESS POST,
 OX0150'ABOUT 1 FOOT ABOVE THE ROAD LEVEL, AND SET IN THE TOP OF A CONCRETE
 OX0150'POST.
 OX0150
 OX0150                          STATION RECOVERY (1965)
 OX0150
 OX0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0091 ***********************************************************************
 NT0091  DESIGNATION -  N 314
 NT0091  PID         -  NT0091
 NT0091  STATE/COUNTY-  WY/LINCOLN
 NT0091  USGS QUAD   -  PARK CREEK (1980)
 NT0091
 NT0091                         *CURRENT SURVEY CONTROL
 NT0091  ___________________________________________________________________
 NT0091* NAD 83(1986)-  42 48 25.     (N)    110 41 15.     (W)     SCALED    
 NT0091* NAVD 88     -      2136.600  (meters)    7009.83   (feet)  ADJUSTED  
 NT0091  ___________________________________________________________________
 NT0091  GEOID HEIGHT-         -10.37  (meters)                     GEOID03
 NT0091  DYNAMIC HT  -        2134.974 (meters)    7004.49  (feet)  COMP
 NT0091  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 NT0091
 NT0091  VERT ORDER  -  SECOND    CLASS 0
 NT0091
 NT0091.The horizontal coordinates were scaled from a topographic map and have
 NT0091.an estimated accuracy of +/- 6 seconds.
 NT0091
 NT0091.The orthometric height was determined by differential leveling
 NT0091.and adjusted by the National Geodetic Survey in June 1991..
 NT0091
 NT0091.The geoid height was determined by GEOID03.
 NT0091
 NT0091.The dynamic height is computed by dividing the NAVD 88
 NT0091.geopotential number by the normal gravity value computed on the
 NT0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0091.degrees latitude (g = 980.6199 gals.).
 NT0091
 NT0091.The modeled gravity was interpolated from observed gravity values.
 NT0091
 NT0091;                    North         East    Units  Estimated Accuracy
 NT0091;SPC WY W     -   356,390.      750,590.      MT  (+/- 180 meters Scaled)
 NT0091
 NT0091                          SUPERSEDED SURVEY CONTROL
 NT0091
 NT0091  NGVD 29 (??/??/92) 2135.238  (m)         7005.36   (f) ADJ UNCH    2 0
 NT0091
 NT0091.Superseded values are not recommended for survey control.
 NT0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0091.See file dsdata.txt to determine how the superseded data were derived.
 NT0091
 NT0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN255394(NAD 83)
 NT0091_MARKER: DB = BENCH MARK DISK
 NT0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0091_STAMPING: N 314 1946
 NT0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0091+STABILITY: SURFACE MOTION
 NT0091
 NT0091  HISTORY     - Date     Condition        Report By
 NT0091  HISTORY     - 1946     MONUMENTED       CGS
 NT0091  HISTORY     - 1972     MARK NOT FOUND   NGS
 NT0091
 NT0091                          STATION DESCRIPTION
 NT0091
 NT0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0091'39.0 MI SE FROM ALPINE.
 NT0091'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0091'THENCE ABOUT 37.4 MILES SOUTHEAST ALONG GREYS RIVER ROAD, AT THE NORTH
 NT0091'END OF A MEADOW, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 28 FEET
 NT0091'SOUTHWEST OF A SMALL PINE THICKET AT THE BASE OF A VERY STEEP
 NT0091'HILLSIDE, 15 FEET EAST OF A LARGE LONE PINE TREE STANDING BETWEEN THE
 NT0091'ROAD AND THE MARK, 3 FEET ABOVE THE ROAD LEVEL, 3 FEET WEST OF A
 NT0091'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
 NT0091
 NT0091                          STATION RECOVERY (1972)
 NT0091
 NT0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0116 ***********************************************************************
 NT0116  DESIGNATION -  N 315
 NT0116  PID         -  NT0116
 NT0116  STATE/COUNTY-  WY/LINCOLN
 NT0116  USGS QUAD   -  POISON MEADOWS (1980)
 NT0116
 NT0116                         *CURRENT SURVEY CONTROL
 NT0116  ___________________________________________________________________
 NT0116* NAD 83(1986)-  42 33 40.     (N)    110 43 30.     (W)     SCALED    
 NT0116* NAVD 88     -      2723.659  (meters)    8935.87   (feet)  ADJUSTED  
 NT0116  ___________________________________________________________________
 NT0116  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 NT0116  DYNAMIC HT  -        2721.273 (meters)    8928.04  (feet)  COMP
 NT0116  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 NT0116
 NT0116  VERT ORDER  -  SECOND    CLASS 0
 NT0116
 NT0116.The horizontal coordinates were scaled from a topographic map and have
 NT0116.an estimated accuracy of +/- 6 seconds.
 NT0116
 NT0116.The orthometric height was determined by differential leveling
 NT0116.and adjusted by the National Geodetic Survey in June 1991..
 NT0116
 NT0116.The geoid height was determined by GEOID03.
 NT0116
 NT0116.The dynamic height is computed by dividing the NAVD 88
 NT0116.geopotential number by the normal gravity value computed on the
 NT0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0116.degrees latitude (g = 980.6199 gals.).
 NT0116
 NT0116.The modeled gravity was interpolated from observed gravity values.
 NT0116
 NT0116;                    North         East    Units  Estimated Accuracy
 NT0116;SPC WY W     -   329,100.      747,310.      MT  (+/- 180 meters Scaled)
 NT0116
 NT0116                          SUPERSEDED SURVEY CONTROL
 NT0116
 NT0116  NGVD 29 (??/??/92) 2722.108  (m)         8930.78   (f) ADJ UNCH    2 0
 NT0116
 NT0116.Superseded values are not recommended for survey control.
 NT0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0116.See file dsdata.txt to determine how the superseded data were derived.
 NT0116
 NT0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN225121(NAD 83)
 NT0116_MARKER: DB = BENCH MARK DISK
 NT0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0116_STAMPING: N 315 1946
 NT0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0116+STABILITY: SURFACE MOTION
 NT0116
 NT0116  HISTORY     - Date     Condition        Report By
 NT0116  HISTORY     - 1946     MONUMENTED       CGS
 NT0116
 NT0116                          STATION DESCRIPTION
 NT0116
 NT0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0116'26.3 MI E FROM SMOOT.
 NT0116'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0116'THENCE ABOUT 19.3 MILES EASTERLY ALONG GREYS RIVER ROAD, ON A SLOPING
 NT0116'MEADOW LYING BETWEEN THE ROAD AND LABARGE CREEK, 149 FEET WEST OF THE
 NT0116'WEST BANK OF THE CREEK, 33 FEET EAST OF THE CENTER LINE OF THE ROAD,
 NT0116'ABOUT 4 FEET BELOW THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND
 NT0116'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0596 ***********************************************************************
 MO0596  DESIGNATION -  N 316
 MO0596  PID         -  MO0596
 MO0596  STATE/COUNTY-  WY/ALBANY
 MO0596  USGS QUAD   -  LARAMIE (1978)
 MO0596
 MO0596                         *CURRENT SURVEY CONTROL
 MO0596  ___________________________________________________________________
 MO0596* NAD 83(1986)-  41 19 20.     (N)    105 35 41.     (W)     SCALED    
 MO0596* NAVD 88     -      2176.916  (meters)    7142.10   (feet)  ADJUSTED  
 MO0596  ___________________________________________________________________
 MO0596  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0596  DYNAMIC HT  -        2175.044 (meters)    7135.96  (feet)  COMP
 MO0596  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 MO0596
 MO0596  VERT ORDER  -  FIRST     CLASS II
 MO0596
 MO0596.The horizontal coordinates were scaled from a topographic map and have
 MO0596.an estimated accuracy of +/- 6 seconds.
 MO0596
 MO0596.The orthometric height was determined by differential leveling
 MO0596.and adjusted by the National Geodetic Survey in June 1991..
 MO0596
 MO0596.The geoid height was determined by GEOID03.
 MO0596
 MO0596.The dynamic height is computed by dividing the NAVD 88
 MO0596.geopotential number by the normal gravity value computed on the
 MO0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0596.degrees latitude (g = 980.6199 gals.).
 MO0596
 MO0596.The modeled gravity was interpolated from observed gravity values.
 MO0596
 MO0596;                    North         East    Units  Estimated Accuracy
 MO0596;SPC WY E     -    91,390.      164,160.      MT  (+/- 180 meters Scaled)
 MO0596
 MO0596                          SUPERSEDED SURVEY CONTROL
 MO0596
 MO0596  NGVD 29 (??/??/92) 2175.877  (m)         7138.69   (f) ADJ UNCH    1 2
 MO0596
 MO0596.Superseded values are not recommended for survey control.
 MO0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0596.See file dsdata.txt to determine how the superseded data were derived.
 MO0596
 MO0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF502746(NAD 83)
 MO0596_MARKER: DB = BENCH MARK DISK
 MO0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0596_STAMPING: N 316 1947
 MO0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0596+STABILITY: SURFACE MOTION
 MO0596
 MO0596  HISTORY     - Date     Condition        Report By
 MO0596  HISTORY     - 1947     MONUMENTED       CGS
 MO0596  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0596
 MO0596                          STATION DESCRIPTION
 MO0596
 MO0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0596'1 MI N FROM LARAMIE.
 MO0596'1.0 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0596'AT LARAMIE, 389.0 FEET WEST OF THE NORTHWEST CORNER OF A BRICK
 MO0596'BUILDING WHICH IS OCCUPIED BY THE CONTINENTAL OIL COMPANY,
 MO0596'241.2 FEET NORTHEAST OF RAILROAD SIGNAL 566.9, 57.5 FEET EAST
 MO0596'OF AND 1.0 FOOT HIGHER THAN THE EAST RAIL OF THE EAST TRACK,
 MO0596'8.7 FEET NORTH OF THE SECOND POLE SOUTH OF MILEPOST 567, 3.5 FEET
 MO0596'SOUTH OF A 4 X 4 MARKER POST, SET IN THE TOP OF A CONCRETE POST
 MO0596'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 MO0596
 MO0596                          STATION RECOVERY (1983)
 MO0596
 MO0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0587 ***********************************************************************
 MO0587  DESIGNATION -  N 317
 MO0587  PID         -  MO0587
 MO0587  STATE/COUNTY-  WY/ALBANY
 MO0587  USGS QUAD   -  LARAMIE (1978)
 MO0587
 MO0587                         *CURRENT SURVEY CONTROL
 MO0587  ___________________________________________________________________
 MO0587* NAD 83(1986)-  41 18 54.     (N)    105 35 44.     (W)     SCALED    
 MO0587* NAVD 88     -      2181.527  (meters)    7157.23   (feet)  ADJUSTED  
 MO0587  ___________________________________________________________________
 MO0587  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 MO0587  DYNAMIC HT  -        2179.651 (meters)    7151.07  (feet)  COMP
 MO0587  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 MO0587
 MO0587  VERT ORDER  -  FIRST     CLASS II
 MO0587
 MO0587.The horizontal coordinates were scaled from a topographic map and have
 MO0587.an estimated accuracy of +/- 6 seconds.
 MO0587
 MO0587.The orthometric height was determined by differential leveling
 MO0587.and adjusted by the National Geodetic Survey in June 1991..
 MO0587
 MO0587.The geoid height was determined by GEOID03.
 MO0587
 MO0587.The dynamic height is computed by dividing the NAVD 88
 MO0587.geopotential number by the normal gravity value computed on the
 MO0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0587.degrees latitude (g = 980.6199 gals.).
 MO0587
 MO0587.The modeled gravity was interpolated from observed gravity values.
 MO0587
 MO0587;                    North         East    Units  Estimated Accuracy
 MO0587;SPC WY E     -    90,590.      164,090.      MT  (+/- 180 meters Scaled)
 MO0587
 MO0587                          SUPERSEDED SURVEY CONTROL
 MO0587
 MO0587  NGVD 29 (??/??/92) 2180.488  (m)         7153.82   (f) ADJ UNCH    1 2
 MO0587
 MO0587.Superseded values are not recommended for survey control.
 MO0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0587.See file dsdata.txt to determine how the superseded data were derived.
 MO0587
 MO0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF501738(NAD 83)
 MO0587_MARKER: DB = BENCH MARK DISK
 MO0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0587_SP_SET: PILLAR
 MO0587_STAMPING: N 317 1947
 MO0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0587
 MO0587  HISTORY     - Date     Condition        Report By
 MO0587  HISTORY     - 1947     MONUMENTED       CGS
 MO0587  HISTORY     - 1956     GOOD             NGS
 MO0587  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0587  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 MO0587
 MO0587                          STATION DESCRIPTION
 MO0587
 MO0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0587'0.3 MI N FROM LARAMIE.
 MO0587'0.3 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0587'AT LARAMIE, 41 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MO0587'FREIGHT DEPOT, AT THE OVERPASS OF STATE HIGHWAY 130, 3.5 FEET
 MO0587'ABOVE THE GROUND, SET VERTICALLY IN THE SOUTH SIDE OF THE 1ST
 MO0587'CONCRETE PILLAR WEST OF THE EAST END OF THE OVERPASS, IN SECTION
 MO0587'32, TOWNSHIP 16 NORTH, RANGE 73 WEST.
 MO0587
 MO0587                          STATION RECOVERY (1983)
 MO0587
 MO0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0587'MARK NOT FOUND.
 MO0587
 MO0587                          STATION RECOVERY (1992)
 MO0587
 MO0587'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0709 ***********************************************************************
 MO0709  DESIGNATION -  N 318
 MO0709  PID         -  MO0709
 MO0709  STATE/COUNTY-  WY/ALBANY
 MO0709  USGS QUAD   -  ROCK RIVER (1981)
 MO0709
 MO0709                         *CURRENT SURVEY CONTROL
 MO0709  ___________________________________________________________________
 MO0709* NAD 83(1986)-  41 42 09.     (N)    105 52 56.     (W)     SCALED    
 MO0709* NAVD 88     -      2155.721  (meters)    7072.56   (feet)  ADJUSTED  
 MO0709  ___________________________________________________________________
 MO0709  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 MO0709  DYNAMIC HT  -        2153.894 (meters)    7066.57  (feet)  COMP
 MO0709  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 MO0709
 MO0709  VERT ORDER  -  FIRST     CLASS II
 MO0709
 MO0709.The horizontal coordinates were scaled from a topographic map and have
 MO0709.an estimated accuracy of +/- 6 seconds.
 MO0709
 MO0709.The orthometric height was determined by differential leveling
 MO0709.and adjusted by the National Geodetic Survey in June 1991..
 MO0709.WARNING-Repeat measurements at this control monument indicate possible
 MO0709.vertical movement.
 MO0709
 MO0709.The geoid height was determined by GEOID03.
 MO0709
 MO0709.The dynamic height is computed by dividing the NAVD 88
 MO0709.geopotential number by the normal gravity value computed on the
 MO0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0709.degrees latitude (g = 980.6199 gals.).
 MO0709
 MO0709.The modeled gravity was interpolated from observed gravity values.
 MO0709
 MO0709;                    North         East    Units  Estimated Accuracy
 MO0709;SPC WY E     -   133,780.      140,440.      MT  (+/- 180 meters Scaled)
 MO0709
 MO0709                          SUPERSEDED SURVEY CONTROL
 MO0709
 MO0709  NGVD 29 (06/08/92) 2154.624  (m)         7068.96   (f) ADJUSTED    1 2
 MO0709
 MO0709.Superseded values are not recommended for survey control.
 MO0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0709.See file dsdata.txt to determine how the superseded data were derived.
 MO0709
 MO0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG265171(NAD 83)
 MO0709_MARKER: DB = BENCH MARK DISK
 MO0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0709_STAMPING: N 318 1947
 MO0709_MARK LOGO: CGS   
 MO0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0709+STABILITY: SURFACE MOTION
 MO0709
 MO0709  HISTORY     - Date     Condition        Report By
 MO0709  HISTORY     - 1947     MONUMENTED       CGS
 MO0709  HISTORY     - 1983     GOOD             NGS
 MO0709  HISTORY     - 19990824 MARK NOT FOUND   WYDT
 MO0709
 MO0709                          STATION DESCRIPTION
 MO0709
 MO0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0709'4.8 MI NW FROM LOOKOUT.
 MO0709'4.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0709'STATION AT LOOKOUT, 13 1/2 POLES SOUTHEAST OF MILEPOST 599,
 MO0709'APPROXIMATELY 303 YARDS NORTHWEST OF THE SOUTHEAST END OF A
 MO0709'LONG DIRT FILL AT THE SOUTHEAST END OF THE SIDING AT HARPER,
 MO0709'172.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 MO0709'TRACK AND 5 FEET LOWER, 1.5 FEET SOUTHWEST OF A FENCE, 3.0 FEET
 MO0709'SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MO0709'POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MO0709
 MO0709                          STATION RECOVERY (1983)
 MO0709
 MO0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0709'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.7 KM
 MO0709'(6.65 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0709'STATION IN ROCK RIVER ALSO DELETE 1.5 FEET SOUTHWEST OF A FENCE, AND
 MO0709'ADD 0.6 METERS (2.0 FT) NORTHEAST OF A FENCE.
 MO0709
 MO0709                          STATION RECOVERY (1999)
 MO0709
 MO0709'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0709'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0709'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0211 ***********************************************************************
 MP0211  DESIGNATION -  N 319
 MP0211  PID         -  MP0211
 MP0211  STATE/COUNTY-  WY/CARBON
 MP0211  USGS QUAD   -  FORT STEELE (1971)
 MP0211
 MP0211                         *CURRENT SURVEY CONTROL
 MP0211  ___________________________________________________________________
 MP0211* NAD 83(1986)-  41 46 46.     (N)    106 59 57.     (W)     SCALED    
 MP0211* NAVD 88     -      2007.736  (meters)    6587.05   (feet)  ADJUSTED  
 MP0211  ___________________________________________________________________
 MP0211  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 MP0211  DYNAMIC HT  -        2006.058 (meters)    6581.54  (feet)  COMP
 MP0211  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 MP0211
 MP0211  VERT ORDER  -  FIRST     CLASS II
 MP0211
 MP0211.The horizontal coordinates were scaled from a topographic map and have
 MP0211.an estimated accuracy of +/- 6 seconds.
 MP0211
 MP0211.The orthometric height was determined by differential leveling
 MP0211.and adjusted by the National Geodetic Survey in June 1991..
 MP0211
 MP0211.The geoid height was determined by GEOID03.
 MP0211
 MP0211.The dynamic height is computed by dividing the NAVD 88
 MP0211.geopotential number by the normal gravity value computed on the
 MP0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0211.degrees latitude (g = 980.6199 gals.).
 MP0211
 MP0211.The modeled gravity was interpolated from observed gravity values.
 MP0211
 MP0211;                    North         East    Units  Estimated Accuracy
 MP0211;SPC WYEC     -   242,140.      427,780.      MT  (+/- 180 meters Scaled)
 MP0211
 MP0211                          SUPERSEDED SURVEY CONTROL
 MP0211
 MP0211  NGVD 29 (06/08/92) 2006.606  (m)         6583.34   (f) ADJUSTED    1 2
 MP0211
 MP0211.Superseded values are not recommended for survey control.
 MP0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0211.See file dsdata.txt to determine how the superseded data were derived.
 MP0211
 MP0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG338272(NAD 83)
 MP0211_MARKER: P = PIPE CAP
 MP0211_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0211_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0211_STAMPING: N 319 1947
 MP0211_MARK LOGO: USGS  
 MP0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0211
 MP0211  HISTORY     - Date     Condition        Report By
 MP0211  HISTORY     - 1947     MONUMENTED       USGS
 MP0211  HISTORY     - 1983     GOOD             NGS
 MP0211
 MP0211                          STATION DESCRIPTION
 MP0211
 MP0211'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MP0211'2.6 MI W FROM FORT STEELE.
 MP0211'2.6 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE ELEMENTARY
 MP0211'SCHOOL AT FORT STEELE, 511.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MP0211'TRACK AT A POINT 14 POLES WEST OF MILEPOST 670, 22.0 FEET EAST OF A
 MP0211'REFERENCE POST, 6.0 FEET SOUTH OF THE CENTER LINE OF A RIDGE ROAD, ON
 MP0211'TOP OF A PROMINENT RIDGE, A U.S.G.S. CAP RIVETED ON TOP OF A 3 1/2
 MP0211'INCH IRON PIPE AND PROJECTS 1.2 FEET ABOVE THE GROUND.
 MP0211
 MP0211                          STATION RECOVERY (1983)
 MP0211
 MP0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0211'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.5 KM (5.9 MI)
 MP0211'EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN SINCLAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0033 ***********************************************************************
 NR0033  DESIGNATION -  N 32
 NR0033  PID         -  NR0033
 NR0033  STATE/COUNTY-  WY/NATRONA
 NR0033  USGS QUAD   -  CASPER (1984)
 NR0033
 NR0033                         *CURRENT SURVEY CONTROL
 NR0033  ___________________________________________________________________
 NR0033* NAD 83(1986)-  42 51 45.     (N)    106 21 40.     (W)     SCALED    
 NR0033* NAVD 88     -      1620.798  (meters)    5317.57   (feet)  ADJUSTED  
 NR0033  ___________________________________________________________________
 NR0033  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NR0033  DYNAMIC HT  -        1619.787 (meters)    5314.25  (feet)  COMP
 NR0033  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 NR0033
 NR0033  VERT ORDER  -  FIRST     CLASS II
 NR0033
 NR0033.The horizontal coordinates were scaled from a topographic map and have
 NR0033.an estimated accuracy of +/- 6 seconds.
 NR0033
 NR0033.The orthometric height was determined by differential leveling
 NR0033.and adjusted by the National Geodetic Survey in June 1991..
 NR0033
 NR0033.The geoid height was determined by GEOID03.
 NR0033
 NR0033.The dynamic height is computed by dividing the NAVD 88
 NR0033.geopotential number by the normal gravity value computed on the
 NR0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0033.degrees latitude (g = 980.6199 gals.).
 NR0033
 NR0033.The modeled gravity was interpolated from observed gravity values.
 NR0033
 NR0033;                    North         East    Units  Estimated Accuracy
 NR0033;SPC WYEC     -   362,840.      479,450.      MT  (+/- 180 meters Scaled)
 NR0033
 NR0033                          SUPERSEDED SURVEY CONTROL
 NR0033
 NR0033  NGVD 29 (??/??/92) 1619.924  (m)         5314.70   (f) ADJ UNCH    1 2
 NR0033
 NR0033.Superseded values are not recommended for survey control.
 NR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0033.See file dsdata.txt to determine how the superseded data were derived.
 NR0033
 NR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH888464(NAD 83)
 NR0033_MARKER: DB = BENCH MARK DISK
 NR0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0033_STAMPING: N 32 1933
 NR0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0033+STABILITY: SURFACE MOTION
 NR0033
 NR0033  HISTORY     - Date     Condition        Report By
 NR0033  HISTORY     - 1933     MONUMENTED       CGS
 NR0033  HISTORY     - 1985     MARK NOT FOUND   NGS
 NR0033
 NR0033                          STATION DESCRIPTION
 NR0033
 NR0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0033'3.3 MI N FROM CASPER.
 NR0033'3.3 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT CASPER,
 NR0033'NATRONA COUNTY, AT THE TOP OF A LONG HILL, AT A CURVE TO THE RIGHT, 75
 NR0033'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 59 FEET SOUTH OF THE
 NR0033'ENTRANCE GATE TO THE MIDWEST REFINING CO. FIELD, AND 5 FEET WEST OF
 NR0033'THE FENCE.  A STANDARD DISK, STAMPED N 32 1933 AND SET IN THE TOP OF A
 NR0033'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0033
 NR0033                          STATION RECOVERY (1985)
 NR0033
 NR0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NR0033'NOT RECOVERED.  AREA DESCRIBED IS NO LONGER THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0451 ***********************************************************************
 MO0451  DESIGNATION -  N 320 RESET
 MO0451  PID         -  MO0451
 MO0451  STATE/COUNTY-  WY/LARAMIE
 MO0451  USGS QUAD   -  EMKAY (1978)
 MO0451
 MO0451                         *CURRENT SURVEY CONTROL
 MO0451  ___________________________________________________________________
 MO0451* NAD 83(1986)-  41 05 56.     (N)    105 07 31.     (W)     SCALED    
 MO0451* NAVD 88     -      2187.189  (meters)    7175.80   (feet)  ADJUSTED  
 MO0451  ___________________________________________________________________
 MO0451  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 MO0451  DYNAMIC HT  -        2185.201 (meters)    7169.28  (feet)  COMP
 MO0451  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 MO0451
 MO0451  VERT ORDER  -  FIRST     CLASS II
 MO0451
 MO0451.The horizontal coordinates were scaled from a topographic map and have
 MO0451.an estimated accuracy of +/- 6 seconds.
 MO0451
 MO0451.The orthometric height was determined by differential leveling
 MO0451.and adjusted by the National Geodetic Survey in June 1991..
 MO0451
 MO0451.The geoid height was determined by GEOID03.
 MO0451
 MO0451.The dynamic height is computed by dividing the NAVD 88
 MO0451.geopotential number by the normal gravity value computed on the
 MO0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0451.degrees latitude (g = 980.6199 gals.).
 MO0451
 MO0451.The modeled gravity was interpolated from observed gravity values.
 MO0451
 MO0451;                    North         East    Units  Estimated Accuracy
 MO0451;SPC WY E     -    66,500.      203,480.      MT  (+/- 180 meters Scaled)
 MO0451
 MO0451                          SUPERSEDED SURVEY CONTROL
 MO0451
 MO0451  NGVD 29 (06/08/92) 2186.079  (m)         7172.16   (f) ADJUSTED    1 2
 MO0451
 MO0451.Superseded values are not recommended for survey control.
 MO0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0451.See file dsdata.txt to determine how the superseded data were derived.
 MO0451
 MO0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF894497(NAD 83)
 MO0451_MARKER: DB = BENCH MARK DISK
 MO0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0451_STAMPING: N 320 RESET 1959
 MO0451_MARK LOGO: CGS   
 MO0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0451+STABILITY: SURFACE MOTION
 MO0451
 MO0451  HISTORY     - Date     Condition        Report By
 MO0451  HISTORY     - 1959     MONUMENTED       CGS
 MO0451  HISTORY     - 1983     GOOD             NGS
 MO0451  HISTORY     - 1985     GOOD             DMA
 MO0451
 MO0451                          STATION DESCRIPTION
 MO0451
 MO0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0451'1.8 MI E FROM GRANITE CANON.
 MO0451'1.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0451'AT GRANITE CANON, 138.5 FEET EAST OF AN OFFSET IN THE RIGHT
 MO0451'OF WAY FENCE, 76 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS,
 MO0451'2 FEET EAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF THE
 MO0451'FENCE, IN SEC. 16 T. 13 N, R. 69 W.  SET IN A SQUARE TOPPED
 MO0451'CONCRETE POST THAT PROJECTS 6 INCHES.
 MO0451
 MO0451                          STATION RECOVERY (1983)
 MO0451
 MO0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0451'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0451'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0451'80 IN CHEYENNE, THENCE 28.1 KM (17.45 MI) WESTERLY ALONG THE UNION
 MO0451'PACIFIC RAILROAD.
 MO0451
 MO0451                          STATION RECOVERY (1985)
 MO0451
 MO0451'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0722 ***********************************************************************
 MO0722  DESIGNATION -  N 321
 MO0722  PID         -  MO0722
 MO0722  STATE/COUNTY-  WY/ALBANY
 MO0722  USGS QUAD   -  WILCOX (1981)
 MO0722
 MO0722                         *CURRENT SURVEY CONTROL
 MO0722  ___________________________________________________________________
 MO0722* NAD 83(1986)-  41 47 06.     (N)    105 56 32.     (W)     SCALED    
 MO0722* NAVD 88     -      2065.526  (meters)    6776.65   (feet)  ADJUSTED  
 MO0722  ___________________________________________________________________
 MO0722  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 MO0722  DYNAMIC HT  -        2063.801 (meters)    6770.99  (feet)  COMP
 MO0722  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 MO0722
 MO0722  VERT ORDER  -  FIRST     CLASS II
 MO0722
 MO0722.The horizontal coordinates were scaled from a topographic map and have
 MO0722.an estimated accuracy of +/- 6 seconds.
 MO0722
 MO0722.The orthometric height was determined by differential leveling
 MO0722.and adjusted by the National Geodetic Survey in June 1991..
 MO0722
 MO0722.The geoid height was determined by GEOID03.
 MO0722
 MO0722.The dynamic height is computed by dividing the NAVD 88
 MO0722.geopotential number by the normal gravity value computed on the
 MO0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0722.degrees latitude (g = 980.6199 gals.).
 MO0722
 MO0722.The modeled gravity was interpolated from observed gravity values.
 MO0722
 MO0722;                    North         East    Units  Estimated Accuracy
 MO0722;SPC WY E     -   142,990.      135,530.      MT  (+/- 180 meters Scaled)
 MO0722
 MO0722                          SUPERSEDED SURVEY CONTROL
 MO0722
 MO0722  NGVD 29 (??/??/92) 2064.445  (m)         6773.10   (f) ADJ UNCH    1 2
 MO0722
 MO0722.Superseded values are not recommended for survey control.
 MO0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0722.See file dsdata.txt to determine how the superseded data were derived.
 MO0722
 MO0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG217263(NAD 83)
 MO0722_MARKER: DB = BENCH MARK DISK
 MO0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0722_STAMPING: N 321 1947
 MO0722_MARK LOGO: CGS   
 MO0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0722+STABILITY: SURFACE MOTION
 MO0722
 MO0722  HISTORY     - Date     Condition        Report By
 MO0722  HISTORY     - 1947     MONUMENTED       CGS
 MO0722  HISTORY     - 1983     GOOD             NGS
 MO0722
 MO0722                          STATION DESCRIPTION
 MO0722
 MO0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0722'5 MI NE FROM ROCK RIVER.
 MO0722'2.9 MILES NORTH ALONG U.S. HIGWAY NO. 30 FROM THE HIGH SCHOOL
 MO0722'AT ROCK RIVER, THENCE 2.1 MILES EAST ALONG A GRAVEL ROAD, 190.0
 MO0722'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF A SHARP CURVE
 MO0722'IN THE ROAD TO THE NORTHEAST, 128.0 FEET NORTHWEST OF THE CENTER
 MO0722'OF A PRIVATE ROAD WHICH LEADS SOUTHWEST FROM THE OUTSIDE OF THE
 MO0722'SHARP CURVE, 80.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 MO0722'SECTION OF THE MAIN ROAD, 2.5 FEET WEST OF A REFERENCE POST,
 MO0722'SET IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND
 MO0722'PROJECTING 0.8 FOOT.
 MO0722
 MO0722                          STATION RECOVERY (1983)
 MO0722
 MO0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0722'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0016 ***********************************************************************
 MP0016  DESIGNATION -  N 322
 MP0016  PID         -  MP0016
 MP0016  STATE/COUNTY-  WY/CARBON
 MP0016  USGS QUAD   -  MEDICINE BOW (1971)
 MP0016
 MP0016                         *CURRENT SURVEY CONTROL
 MP0016  ___________________________________________________________________
 MP0016* NAD 83(1986)-  41 53 04.     (N)    106 10 50.     (W)     SCALED    
 MP0016* NAVD 88     -      2026.586  (meters)    6648.89   (feet)  ADJUSTED  
 MP0016  ___________________________________________________________________
 MP0016  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 MP0016  DYNAMIC HT  -        2024.881 (meters)    6643.30  (feet)  COMP
 MP0016  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 MP0016
 MP0016  VERT ORDER  -  FIRST     CLASS II
 MP0016
 MP0016.The horizontal coordinates were scaled from a topographic map and have
 MP0016.an estimated accuracy of +/- 6 seconds.
 MP0016
 MP0016.The orthometric height was determined by differential leveling
 MP0016.and adjusted by the National Geodetic Survey in June 1991..
 MP0016
 MP0016.The geoid height was determined by GEOID03.
 MP0016
 MP0016.The dynamic height is computed by dividing the NAVD 88
 MP0016.geopotential number by the normal gravity value computed on the
 MP0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0016.degrees latitude (g = 980.6199 gals.).
 MP0016
 MP0016.The modeled gravity was interpolated from observed gravity values.
 MP0016
 MP0016;                    North         East    Units  Estimated Accuracy
 MP0016;SPC WYEC     -   254,390.      495,680.      MT  (+/- 180 meters Scaled)
 MP0016
 MP0016                          SUPERSEDED SURVEY CONTROL
 MP0016
 MP0016  NGVD 29 (??/??/92) 2025.467  (m)         6645.22   (f) ADJ UNCH    1 2
 MP0016
 MP0016.Superseded values are not recommended for survey control.
 MP0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0016.See file dsdata.txt to determine how the superseded data were derived.
 MP0016
 MP0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG020376(NAD 83)
 MP0016_MARKER: DB = BENCH MARK DISK
 MP0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0016_STAMPING: N 322 1947
 MP0016_MARK LOGO: CGS   
 MP0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0016+STABILITY: SURFACE MOTION
 MP0016
 MP0016  HISTORY     - Date     Condition        Report By
 MP0016  HISTORY     - 1947     MONUMENTED       CGS
 MP0016  HISTORY     - 1983     GOOD             NGS
 MP0016
 MP0016                          STATION DESCRIPTION
 MP0016
 MP0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0016'1.35 MI SE FROM MEDICINE BOW.
 MP0016'0.3 MILE SOUTHEAST ALONG A GRAVEL ROAD AND 0.55 MILE EAST ALONG A DIRT
 MP0016'ROAD FROM THE UNION PACIFIC RAILROAD STATION AT MEDICINE BOW, THENCE
 MP0016'0.5 MILE EAST ALONG AN AIRPORT ROAD, AT THE MEDICINE BOW AIRPORT, 0.5
 MP0016'MILE EAST OF THE REVOLVING BEACON LIGHT AND WIND SOCK, IN THE
 MP0016'NORTHWEST ANGLE OF THE INTERSECTION OF THE NORTH-SOUTH AND THE
 MP0016'EAST-WEST LANDING STRIPS, 3.5 FEET NORTHWEST OF A LANDING STRIP MARKER
 MP0016'LIGHT, 2.8 FEET SOUTHEAST OF A FENCE CORNER POST, 2.0 FEET EAST OF A
 MP0016'REFERENCE POST, SET IN A CONCRETE POST ABOUT THE SAME ELEVATION AS THE
 MP0016'LANDING STRIPS AND PROJECTING 0.6 FOOT.
 MP0016
 MP0016                          STATION RECOVERY (1983)
 MP0016
 MP0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0016'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0178 ***********************************************************************
 MP0178  DESIGNATION -  N 323
 MP0178  PID         -  MP0178
 MP0178  STATE/COUNTY-  WY/CARBON
 MP0178  USGS QUAD   -  HANNA (1982)
 MP0178
 MP0178                         *CURRENT SURVEY CONTROL
 MP0178  ___________________________________________________________________
 MP0178* NAD 83(1986)-  41 51 45.     (N)    106 35 53.     (W)     SCALED    
 MP0178* NAVD 88     -      2083.640  (meters)    6836.08   (feet)  ADJUSTED  
 MP0178  ___________________________________________________________________
 MP0178  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 MP0178  DYNAMIC HT  -        2081.761 (meters)    6829.91  (feet)  COMP
 MP0178  MODELED GRAV-     979,647.0   (mgal)                       NAVD 88
 MP0178
 MP0178  VERT ORDER  -  FIRST     CLASS II
 MP0178
 MP0178.The horizontal coordinates were scaled from a topographic map and have
 MP0178.an estimated accuracy of +/- 6 seconds.
 MP0178
 MP0178.The orthometric height was determined by differential leveling
 MP0178.and adjusted by the National Geodetic Survey in June 1991..
 MP0178
 MP0178.The geoid height was determined by GEOID03.
 MP0178
 MP0178.The dynamic height is computed by dividing the NAVD 88
 MP0178.geopotential number by the normal gravity value computed on the
 MP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0178.degrees latitude (g = 980.6199 gals.).
 MP0178
 MP0178.The modeled gravity was interpolated from observed gravity values.
 MP0178
 MP0178;                    North         East    Units  Estimated Accuracy
 MP0178;SPC WYEC     -   251,570.      461,050.      MT  (+/- 180 meters Scaled)
 MP0178
 MP0178                          SUPERSEDED SURVEY CONTROL
 MP0178
 MP0178  NGVD 29 (??/??/92) 2082.374  (m)         6831.92   (f) ADJ UNCH    1 2
 MP0178
 MP0178.Superseded values are not recommended for survey control.
 MP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0178.See file dsdata.txt to determine how the superseded data were derived.
 MP0178
 MP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG673357(NAD 83)
 MP0178_MARKER: DB = BENCH MARK DISK
 MP0178_SETTING: 66 = SET IN ROCK OUTCROP
 MP0178_SP_SET: SANDSTONE OUTCROP
 MP0178_STAMPING: N 323 1947
 MP0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0178+STABILITY: POSITION/ELEVATION WELL
 MP0178
 MP0178  HISTORY     - Date     Condition        Report By
 MP0178  HISTORY     - 1947     MONUMENTED       CGS
 MP0178  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0178
 MP0178                          STATION DESCRIPTION
 MP0178
 MP0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0178'1.75 MI W FROM HANNA.
 MP0178'1.75 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0178'HANNA, AT A SHORT PROMINENT ROCK CUT, ACROSS THE TRACKS FROM THE 5TH
 MP0178'TELEPHONE POLE EAST OF MILE POST 645, 77.6 FEET NORTHWEST OF BLOCK
 MP0178'SIGNAL 6449, 65.0 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK
 MP0178'OF THE MAIN LINE TRACKS, 56.0 FEET WEST OF A GUY WIRE BRACED POWER
 MP0178'POLE, 14.9 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, ABOUT 4.0 FEET
 MP0178'BELOW THE TRACKS, SET IN THE TOP OF A HUGE SANDSTONE OUTCROP.
 MP0178
 MP0178                          STATION RECOVERY (1983)
 MP0178
 MP0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0178'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0186 ***********************************************************************
 OW0186  DESIGNATION -  N 326
 OW0186  PID         -  OW0186
 OW0186  STATE/COUNTY-  WY/HOT SPRINGS
 OW0186  USGS QUAD   -  KIRBY (1985)
 OW0186
 OW0186                         *CURRENT SURVEY CONTROL
 OW0186  ___________________________________________________________________
 OW0186* NAD 83(1986)-  43 49 06.     (N)    108 11 54.     (W)     SCALED    
 OW0186* NAVD 88     -      1290.984  (meters)    4235.50   (feet)  ADJUSTED  
 OW0186  ___________________________________________________________________
 OW0186  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 OW0186  DYNAMIC HT  -        1290.321 (meters)    4233.33  (feet)  COMP
 OW0186  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 OW0186
 OW0186  VERT ORDER  -  FIRST     CLASS II
 OW0186
 OW0186.The horizontal coordinates were scaled from a topographic map and have
 OW0186.an estimated accuracy of +/- 6 seconds.
 OW0186
 OW0186.The orthometric height was determined by differential leveling
 OW0186.and adjusted by the National Geodetic Survey in June 1991..
 OW0186
 OW0186.The geoid height was determined by GEOID03.
 OW0186
 OW0186.The dynamic height is computed by dividing the NAVD 88
 OW0186.geopotential number by the normal gravity value computed on the
 OW0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0186.degrees latitude (g = 980.6199 gals.).
 OW0186
 OW0186.The modeled gravity was interpolated from observed gravity values.
 OW0186
 OW0186;                    North         East    Units  Estimated Accuracy
 OW0186;SPC WYWC     -   368,710.      644,380.      MT  (+/- 180 meters Scaled)
 OW0186
 OW0186                          SUPERSEDED SURVEY CONTROL
 OW0186
 OW0186  NGVD 29 (06/08/92) 1290.150  (m)         4232.77   (f) ADJUSTED    1 2
 OW0186
 OW0186.Superseded values are not recommended for survey control.
 OW0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0186.See file dsdata.txt to determine how the superseded data were derived.
 OW0186
 OW0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP253555(NAD 83)
 OW0186_MARKER: DB = BENCH MARK DISK
 OW0186_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OW0186_SP_SET: ABUTMENT
 OW0186_STAMPING: N 326 1982
 OW0186_MARK LOGO: NGS   
 OW0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0186+STABILITY: POSITION/ELEVATION WELL
 OW0186
 OW0186  HISTORY     - Date     Condition        Report By
 OW0186  HISTORY     - 1982     MONUMENTED       NGS
 OW0186
 OW0186                          STATION DESCRIPTION
 OW0186
 OW0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0186'21.4 KM (13.3 MI) NORTH FROM THERMOPOLIS.
 OW0186'21.4 KM (13.3 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0186'WITH STATE HIGHWAY 120 IN THERMOPOLIS, IN TOP OF AND 0.9 METER (3.0
 OW0186'FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY
 OW0186'OVERPASS OF SAND DRAW AND 4.5 METERS (14.8 FT) EAST OF THE CENTERLINE
 OW0186'OF THE HIGHWAY.
 OW0186'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0209 ***********************************************************************
 OW0209  DESIGNATION -  N 327
 OW0209  PID         -  OW0209
 OW0209  STATE/COUNTY-  WY/HOT SPRINGS
 OW0209  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0209
 OW0209                         *CURRENT SURVEY CONTROL
 OW0209  ___________________________________________________________________
 OW0209* NAD 83(1986)-  43 34 04.     (N)    108 12 35.     (W)     SCALED    
 OW0209* NAVD 88     -      1342.998  (meters)    4406.15   (feet)  ADJUSTED  
 OW0209  ___________________________________________________________________
 OW0209  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 OW0209  DYNAMIC HT  -        1342.279 (meters)    4403.79  (feet)  COMP
 OW0209  MODELED GRAV-     980,038.1   (mgal)                       NAVD 88
 OW0209
 OW0209  VERT ORDER  -  FIRST     CLASS II
 OW0209
 OW0209.The horizontal coordinates were scaled from a topographic map and have
 OW0209.an estimated accuracy of +/- 6 seconds.
 OW0209
 OW0209.The orthometric height was determined by differential leveling
 OW0209.and adjusted by the National Geodetic Survey in June 1991..
 OW0209
 OW0209.The geoid height was determined by GEOID03.
 OW0209
 OW0209.The dynamic height is computed by dividing the NAVD 88
 OW0209.geopotential number by the normal gravity value computed on the
 OW0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0209.degrees latitude (g = 980.6199 gals.).
 OW0209
 OW0209.The modeled gravity was interpolated from observed gravity values.
 OW0209
 OW0209;                    North         East    Units  Estimated Accuracy
 OW0209;SPC WYWC     -   340,870.      643,640.      MT  (+/- 180 meters Scaled)
 OW0209
 OW0209                          SUPERSEDED SURVEY CONTROL
 OW0209
 OW0209  NGVD 29 (06/08/92) 1342.142  (m)         4403.34   (f) ADJUSTED    1 2
 OW0209
 OW0209.Superseded values are not recommended for survey control.
 OW0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0209.See file dsdata.txt to determine how the superseded data were derived.
 OW0209
 OW0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP253276(NAD 83)
 OW0209_MARKER: DB = BENCH MARK DISK
 OW0209_SETTING: 66 = SET IN ROCK OUTCROP
 OW0209_SP_SET: ROCK OUTCROP
 OW0209_STAMPING: N 327 1982
 OW0209_MARK LOGO: NGS   
 OW0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0209+STABILITY: POSITION/ELEVATION WELL
 OW0209
 OW0209  HISTORY     - Date     Condition        Report By
 OW0209  HISTORY     - 1982     MONUMENTED       NGS
 OW0209
 OW0209                          STATION DESCRIPTION
 OW0209
 OW0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0209'9.6 KM (5.95 MI) SOUTH FROM THERMOPOLIS.
 OW0209'9.6 KM (5.95 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0209'WITH STATE HIGHWAY 120 IN THERMOPOLIS, SET VERTICALLY IN THE WEST FACE
 OW0209'OF A HIGHWAY CUT, 0.5 KM (0.3 MI) NORTH OF THE SOUTH END OF THE CUT
 OW0209'AND 11.0 METERS (36.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 OW0209'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 OW0209'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0251 ***********************************************************************
 PX0251  DESIGNATION -  N 328
 PX0251  PID         -  PX0251
 PX0251  STATE/COUNTY-  WY/BIG HORN
 PX0251  USGS QUAD   -  COWLEY (1978)
 PX0251
 PX0251                         *CURRENT SURVEY CONTROL
 PX0251  ___________________________________________________________________
 PX0251* NAD 83(1986)-  44 53 02.     (N)    108 28 39.     (W)     SCALED    
 PX0251* NAVD 88     -      1213.270  (meters)    3980.54   (feet)  ADJUSTED  
 PX0251  ___________________________________________________________________
 PX0251  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PX0251  DYNAMIC HT  -        1212.814 (meters)    3979.04  (feet)  COMP
 PX0251  MODELED GRAV-     980,200.6   (mgal)                       NAVD 88
 PX0251  OBS GRAVITY -     980,200.4   (mgal)                       GRAV_OBS
 PX0251
 PX0251  VERT ORDER  -  FIRST     CLASS II
 PX0251
 PX0251.The horizontal coordinates were scaled from a topographic map and have
 PX0251.an estimated accuracy of +/- 6 seconds.
 PX0251
 PX0251.The orthometric height was determined by differential leveling
 PX0251.and adjusted by the National Geodetic Survey in June 1991..
 PX0251
 PX0251.The geoid height was determined by GEOID03.
 PX0251
 PX0251.The dynamic height is computed by dividing the NAVD 88
 PX0251.geopotential number by the normal gravity value computed on the
 PX0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0251.degrees latitude (g = 980.6199 gals.).
 PX0251
 PX0251.The modeled gravity was interpolated from observed gravity values.
 PX0251.The observed gravity was obtained from relative gravimeter ties
 PX0251.to the IGSN71 gravity network.
 PX0251
 PX0251;                    North         East    Units  Estimated Accuracy
 PX0251;SPC WYEC     -   587,600.      309,610.      MT  (+/- 180 meters Scaled)
 PX0251
 PX0251                          SUPERSEDED SURVEY CONTROL
 PX0251
 PX0251  NGVD 29 (06/08/92) 1212.411  (m)         3977.72   (f) ADJUSTED    1 2
 PX0251
 PX0251.Superseded values are not recommended for survey control.
 PX0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0251.See file dsdata.txt to determine how the superseded data were derived.
 PX0251
 PX0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ992731(NAD 83)
 PX0251_MARKER: I = METAL ROD
 PX0251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0251_SP_SET: STAINLESS STEEL ROD
 PX0251_STAMPING: N 328 1982
 PX0251_MARK LOGO: NGS   
 PX0251_PROJECTION: FLUSH
 PX0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0251_ROD/PIPE-DEPTH: 4.3  meters
 PX0251
 PX0251  HISTORY     - Date     Condition        Report By
 PX0251  HISTORY     - 1982     MONUMENTED       NGS
 PX0251
 PX0251                          STATION DESCRIPTION
 PX0251
 PX0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0251'10.6 KM (6.6 MI) NW FROM LOVELL.
 PX0251'10.6 KM (6.6 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0251'JUNCTION WITH NEVADA STREET IN LOVELL, 26.4 KM (86.6 FT) SOUTH OF THE
 PX0251'CENTERLINE OF THE HIGHWAY, 17.0 METERS (55.8 FT) EAST OF THE
 PX0251'CENTERLINE OF STATE HIGHWAY 35 AND 2.4 METERS (7.9 FT) EAST OF A FENCE
 PX0251'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0251'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 PX0251'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0283 ***********************************************************************
 PX0283  DESIGNATION -  N 329
 PX0283  PID         -  PX0283
 PX0283  STATE/COUNTY-  WY/BIG HORN
 PX0283  USGS QUAD   -  SHEEP CANYON (1966)
 PX0283
 PX0283                         *CURRENT SURVEY CONTROL
 PX0283  ___________________________________________________________________
 PX0283* NAD 83(1986)-  44 33 09.     (N)    108 10 36.     (W)     SCALED    
 PX0283* NAVD 88     -      1208.221  (meters)    3963.97   (feet)  ADJUSTED  
 PX0283  ___________________________________________________________________
 PX0283  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 PX0283  DYNAMIC HT  -        1207.723 (meters)    3962.34  (feet)  COMP
 PX0283  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 PX0283  OBS GRAVITY -     980,164.9   (mgal)                       GRAV_OBS
 PX0283
 PX0283  VERT ORDER  -  FIRST     CLASS II
 PX0283
 PX0283.The horizontal coordinates were scaled from a topographic map and have
 PX0283.an estimated accuracy of +/- 6 seconds.
 PX0283
 PX0283.The orthometric height was determined by differential leveling
 PX0283.and adjusted by the National Geodetic Survey in June 1991..
 PX0283
 PX0283.The geoid height was determined by GEOID03.
 PX0283
 PX0283.The dynamic height is computed by dividing the NAVD 88
 PX0283.geopotential number by the normal gravity value computed on the
 PX0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0283.degrees latitude (g = 980.6199 gals.).
 PX0283
 PX0283.The modeled gravity was interpolated from observed gravity values.
 PX0283.The observed gravity was obtained from relative gravimeter ties
 PX0283.to the IGSN71 gravity network.
 PX0283
 PX0283;                    North         East    Units  Estimated Accuracy
 PX0283;SPC WYEC     -   550,480.      332,990.      MT  (+/- 180 meters Scaled)
 PX0283
 PX0283                          SUPERSEDED SURVEY CONTROL
 PX0283
 PX0283  NGVD 29 (06/08/92) 1207.399  (m)         3961.27   (f) ADJUSTED    1 2
 PX0283
 PX0283.Superseded values are not recommended for survey control.
 PX0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0283.See file dsdata.txt to determine how the superseded data were derived.
 PX0283
 PX0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ242371(NAD 83)
 PX0283_MARKER: I = METAL ROD
 PX0283_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0283_SP_SET: STAINLESS STEEL ROD
 PX0283_STAMPING: N 329 1982
 PX0283_MARK LOGO: NGS   
 PX0283_PROJECTION: FLUSH
 PX0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0283_ROD/PIPE-DEPTH: 4.6  meters
 PX0283
 PX0283  HISTORY     - Date     Condition        Report By
 PX0283  HISTORY     - 1982     MONUMENTED       NGS
 PX0283
 PX0283                          STATION DESCRIPTION
 PX0283
 PX0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0283'38.0 KM (23.6 MI) SE FROM LOVELL.
 PX0283'38.0 KM (23.6 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0283'JUNCTION WITH NEVADA STREET INM LOVELL, 0.5 KM (0.3 MI) SOUTHEAST OF
 PX0283'MILEPOST 213, 0.1 KM (0.05 MI) NORTHWEST OF A PIPELINE CROSSING AND
 PX0283'45.1 METERS (148.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PX0283'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0283'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PX0283'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0032 ***********************************************************************
 OV0032  DESIGNATION -  N 33
 OV0032  PID         -  OV0032
 OV0032  STATE/COUNTY-  WY/NATRONA
 OV0032  USGS QUAD   -  MIDWEST (1978)
 OV0032
 OV0032                         *CURRENT SURVEY CONTROL
 OV0032  ___________________________________________________________________
 OV0032* NAD 83(1986)-  43 29 03.     (N)    106 17 22.     (W)     SCALED    
 OV0032* NAVD 88     -      1464.369  (meters)    4804.35   (feet)  ADJUSTED  
 OV0032  ___________________________________________________________________
 OV0032  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 OV0032  DYNAMIC HT  -        1463.580 (meters)    4801.76  (feet)  COMP
 OV0032  MODELED GRAV-     980,029.3   (mgal)                       NAVD 88
 OV0032  OBS GRAVITY -     980,029.3   (mgal)                       GRAV_OBS
 OV0032
 OV0032  VERT ORDER  -  FIRST     CLASS II
 OV0032
 OV0032.The horizontal coordinates were scaled from a topographic map and have
 OV0032.an estimated accuracy of +/- 6 seconds.
 OV0032
 OV0032.The orthometric height was determined by differential leveling
 OV0032.and adjusted by the National Geodetic Survey in June 1991..
 OV0032
 OV0032.The geoid height was determined by GEOID03.
 OV0032
 OV0032.The dynamic height is computed by dividing the NAVD 88
 OV0032.geopotential number by the normal gravity value computed on the
 OV0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0032.degrees latitude (g = 980.6199 gals.).
 OV0032
 OV0032.The modeled gravity was interpolated from observed gravity values.
 OV0032.The observed gravity was obtained from relative gravimeter ties
 OV0032.to the IGSN71 gravity network.
 OV0032
 OV0032;                    North         East    Units  Estimated Accuracy
 OV0032;SPC WYEC     -   431,970.      484,440.      MT  (+/- 180 meters Scaled)
 OV0032
 OV0032                          SUPERSEDED SURVEY CONTROL
 OV0032
 OV0032  NGVD 29 (??/??/92) 1463.581  (m)         4801.77   (f) ADJ UNCH    1 2
 OV0032
 OV0032.Superseded values are not recommended for survey control.
 OV0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0032.See file dsdata.txt to determine how the superseded data were derived.
 OV0032
 OV0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ957153(NAD 83)
 OV0032_MARKER: DB = BENCH MARK DISK
 OV0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0032_SP_SET: CONCRETE POST
 OV0032_STAMPING: N 33 1933
 OV0032_MARK LOGO: CGS   
 OV0032_PROJECTION: PROJECTING 12 CENTIMETERS
 OV0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0032+STABILITY: SURFACE MOTION
 OV0032
 OV0032  HISTORY     - Date     Condition        Report By
 OV0032  HISTORY     - 1933     MONUMENTED       CGS
 OV0032  HISTORY     - 1970     GOOD             USGS
 OV0032  HISTORY     - 1977     GOOD             USGS
 OV0032  HISTORY     - 1985     GOOD             NGS
 OV0032
 OV0032                          STATION DESCRIPTION
 OV0032
 OV0032'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OV0032'5.9 MI NW FROM MIDWEST.
 OV0032'FROM JUNCTION OF WYOMING 3871 US 87 IN MIDWEST, WYOMING 0.6 MILE
 OV0032'NORTHWEST ALONG US 87 THENCE 5.3 MILES NORTH ALONG POWER PLANT ROAD
 OV0032'AND ITS EXTENTION TO ROAD FORK.  180 FEET NORTH AND 42 FEET WEST OF Y
 OV0032'ROAD.  A STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 6
 OV0032'INCHES ABOVE GROUND.
 OV0032
 OV0032                          STATION RECOVERY (1977)
 OV0032
 OV0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OV0032'THE POWER PLANT HAS BEEN ABANDONED AND THERE IS NO SIGH OF A MAIN
 OV0032'GATE. THE MARK IS ABOUT 0.3 MILE NORTH OF THE OLD GENERATOR BUILDING
 OV0032'48 FEET WEST OF THE MAIN DIRT ROAD LEADING NORTH AND 39 FEET NORTH OF
 OV0032'A DIRT ROAD LEADING NORTHWEST.
 OV0032
 OV0032                          STATION RECOVERY (1985)
 OV0032
 OV0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0032'RECOVERED IN GOOD CONDITION.  EXCEPT HIGHWAY DESCRIBED IS NOW COUNTY
 OV0032'ROAD 116.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0230 ***********************************************************************
 OW0230  DESIGNATION -  N 330
 OW0230  PID         -  OW0230
 OW0230  STATE/COUNTY-  WY/FREMONT
 OW0230  USGS QUAD   -  BONNEVILLE (1980)
 OW0230
 OW0230                         *CURRENT SURVEY CONTROL
 OW0230  ___________________________________________________________________
 OW0230* NAD 83(1986)-  43 16 22.     (N)    108 07 00.     (W)     SCALED    
 OW0230* NAVD 88     -      1453.860  (meters)    4769.87   (feet)  ADJUSTED  
 OW0230  ___________________________________________________________________
 OW0230  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 OW0230  DYNAMIC HT  -        1452.944 (meters)    4766.87  (feet)  COMP
 OW0230  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 OW0230
 OW0230  VERT ORDER  -  FIRST     CLASS II
 OW0230
 OW0230.The horizontal coordinates were scaled from a topographic map and have
 OW0230.an estimated accuracy of +/- 6 seconds.
 OW0230
 OW0230.The orthometric height was determined by differential leveling
 OW0230.and adjusted by the National Geodetic Survey in June 1991..
 OW0230
 OW0230.The geoid height was determined by GEOID03.
 OW0230
 OW0230.The dynamic height is computed by dividing the NAVD 88
 OW0230.geopotential number by the normal gravity value computed on the
 OW0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0230.degrees latitude (g = 980.6199 gals.).
 OW0230
 OW0230.The modeled gravity was interpolated from observed gravity values.
 OW0230
 OW0230;                    North         East    Units  Estimated Accuracy
 OW0230;SPC WYWC     -   308,150.      651,410.      MT  (+/- 180 meters Scaled)
 OW0230
 OW0230                          SUPERSEDED SURVEY CONTROL
 OW0230
 OW0230  NGVD 29 (06/08/92) 1452.887  (m)         4766.68   (f) ADJUSTED    1 2
 OW0230
 OW0230.Superseded values are not recommended for survey control.
 OW0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0230.See file dsdata.txt to determine how the superseded data were derived.
 OW0230
 OW0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN339951(NAD 83)
 OW0230_MARKER: DB = BENCH MARK DISK
 OW0230_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OW0230_SP_SET: ABUTMENT
 OW0230_STAMPING: N 330 1982
 OW0230_MARK LOGO: NGS   
 OW0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0230+STABILITY: POSITION/ELEVATION WELL
 OW0230
 OW0230  HISTORY     - Date     Condition        Report By
 OW0230  HISTORY     - 1982     MONUMENTED       NGS
 OW0230
 OW0230                          STATION DESCRIPTION
 OW0230
 OW0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0230'4.2 KM (2.6 MI) NORTH FROM SHOSHONI.
 OW0230'4.2 KM (2.6 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0230'WITH U. S. HIGHWAY 26 IN SHOSHONI, IN TOP OF AND 2.3 METERS (7.5 FT)
 OW0230'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 OW0230'THE HIGHWAY OVERPASS OF BAD WATER CREEK AND 6.7 METERS (22.0 FT)
 OW0230'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 OW0230'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0225 ***********************************************************************
 OV0225  CBN         -  This is a Cooperative Base Network Control Station.
 OV0225  DESIGNATION -  N 331
 OV0225  PID         -  OV0225
 OV0225  STATE/COUNTY-  WY/FREMONT
 OV0225  USGS QUAD   -  MONETA (1952)
 OV0225
 OV0225                         *CURRENT SURVEY CONTROL
 OV0225  ___________________________________________________________________
 OV0225* NAD 83(1993)-  43 08 59.02897(N)    107 40 56.64546(W)     ADJUSTED  
 OV0225* NAVD 88     -      1681.635  (meters)    5517.16   (feet)  ADJUSTED  
 OV0225  ___________________________________________________________________
 OV0225  X           -  -1,415,980.061 (meters)                     COMP
 OV0225  Y           -  -4,441,561.518 (meters)                     COMP
 OV0225  Z           -   4,340,792.829 (meters)                     COMP
 OV0225  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 OV0225  ELLIP HEIGHT-        1667.55  (meters)          (09/07/01) GPS OBS
 OV0225  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 OV0225  DYNAMIC HT  -        1680.514 (meters)    5513.49  (feet)  COMP
 OV0225  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 OV0225
 OV0225  HORZ ORDER  -  B
 OV0225  VERT ORDER  -  FIRST     CLASS II
 OV0225  ELLP ORDER  -  FOURTH    CLASS I
 OV0225
 OV0225.The horizontal coordinates were established by GPS observations
 OV0225.and adjusted by the National Geodetic Survey in October 1994..
 OV0225
 OV0225.The orthometric height was determined by differential leveling
 OV0225.and adjusted by the National Geodetic Survey in June 1991..
 OV0225.WARNING-GPS observations at this control monument resulted in a GPS
 OV0225.derived orthometric height which differed from the leveled height by
 OV0225.more than one decimeter (0.1 meter).
 OV0225
 OV0225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OV0225
 OV0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0225
 OV0225.The ellipsoidal height was determined by GPS observations
 OV0225.and is referenced to NAD 83.
 OV0225
 OV0225.The geoid height was determined by GEOID03.
 OV0225
 OV0225.The dynamic height is computed by dividing the NAVD 88
 OV0225.geopotential number by the normal gravity value computed on the
 OV0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0225.degrees latitude (g = 980.6199 gals.).
 OV0225
 OV0225.The modeled gravity was interpolated from observed gravity values.
 OV0225
 OV0225;                    North         East     Units Scale Factor Converg.
 OV0225;SPC WYWC     -   294,840.227   686,836.241   MT  1.00003023   +0 43 48.7
 OV0225;UTM  13      - 4,780,935.416   281,888.247   MT  1.00018526   -1 50 06.8
 OV0225
 OV0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0225!SPC WYWC     -   0.99973856  x   1.00003023  =   0.99976878
 OV0225!UTM  13      -   0.99973856  x   1.00018526  =   0.99992377
 OV0225
 OV0225                          SUPERSEDED SURVEY CONTROL
 OV0225
 OV0225  ELLIP H (10/19/94) 1667.59   (m)                       GP(       ) 4 1
 OV0225  NGVD 29 (06/08/92) 1680.619  (m)         5513.83   (f) ADJUSTED    1 2
 OV0225
 OV0225.Superseded values are not recommended for survey control.
 OV0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0225.See file dsdata.txt to determine how the superseded data were derived.
 OV0225
 OV0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH8188880935(NAD 83)
 OV0225_MARKER: I = METAL ROD
 OV0225_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0225_SP_SET: SHALLOW SET METAL ROD
 OV0225_STAMPING: N 331 1982
 OV0225_MARK LOGO: NGS   
 OV0225_PROJECTION: FLUSH
 OV0225_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0225+STABILITY: POSITION/ELEVATION WELL
 OV0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0225+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1993
 OV0225_ROD/PIPE-DEPTH: 2.4  meters
 OV0225
 OV0225  HISTORY     - Date     Condition        Report By
 OV0225  HISTORY     - 1982     MONUMENTED       NGS
 OV0225  HISTORY     - 19930717 GOOD             NGS
 OV0225
 OV0225                          STATION DESCRIPTION
 OV0225
 OV0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0225'37.1 KM (23.05 MI) EAST FROM SHOSHONI.
 OV0225'37.1 KM (23.05 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0225'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.3 KM (0.2 MI) EAST OF MILEPOST
 OV0225'77, 36.0 METERS (118.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 OV0225'AND 14.9 METERS (48.9 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD
 OV0225'LEADING NORTHEAST.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE
 OV0225'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0225'THE MARK IS 0.3 METERS  SW FROM  WITNESS POST AND FENCE
 OV0225'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 OV0225
 OV0225                          STATION RECOVERY (1993)
 OV0225
 OV0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 OV0225'NOTE--PUNCH HOLE TOP CENTER NEEDED ON ROD FOR GPS OBSERVATIONS.
 OV0225'STATION IS LOCATED 3.9 KM (2.40 MI) EAST OF MONETA, ON THE
 OV0225'RIGHT-OF-WAY, AT MILE 76.8, AT A DIRT ROAD LEADING NORTHEAST TO THE
 OV0225'BROWN-FEDERAL NO 1 OIL SITE, JUST WEST OF A POWERLINE CROSSING, IN
 OV0225'NORTH CENTRAL SECTION 30, T 37 N, R 90 W.  OWNERSHIP--STATE HIGHWAY
 OV0225'DEPARTMENT. TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 20, 26 AND THE
 OV0225'LYSITE-MONETA ROAD AT MONETA, GO EAST ON HIGHWAYS 20 AND 26 FOR 2.04
 OV0225'KM (1.25 MI) TO A FENCED METAL BUILDING ON THE LEFT.  CONTINUE AHEAD
 OV0225'FOR 1.88 KM (1.15 MI) TO A DIRT ROAD LEFT AND STATION ON THE LEFT.
 OV0225'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 OV0225'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 OV0225'IT IS 36.0 M (118.1 FT) NORTHEAST OF, AND 0.5 M (1.6 FT) LOWER THAN
 OV0225'THE HIGHWAY CENTER, 0.3 M (1.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 OV0225'POST IN THE RIGHT-OF-WAY FENCE, 13.5 M (44.3 FT) NORTHWEST OF THE ROAD
 OV0225'CENTER, AND 11.5 M (37.7 FT) NORTHWEST OF THE WEST CORNER OF A CATTLE
 OV0225'GUARD. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0278 ***********************************************************************
 NR0278  DESIGNATION -  N 332
 NR0278  PID         -  NR0278
 NR0278  STATE/COUNTY-  WY/NATRONA
 NR0278  USGS QUAD   -  SANFORD RANCH (1984)
 NR0278
 NR0278                         *CURRENT SURVEY CONTROL
 NR0278  ___________________________________________________________________
 NR0278* NAD 83(1986)-  42 33 09.     (N)    107 04 12.     (W)     SCALED    
 NR0278* NAVD 88     -      1810.742  (meters)    5940.74   (feet)  ADJUSTED  
 NR0278  ___________________________________________________________________
 NR0278  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 NR0278  DYNAMIC HT  -        1809.523 (meters)    5936.74  (feet)  COMP
 NR0278  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 NR0278
 NR0278  VERT ORDER  -  FIRST     CLASS II
 NR0278
 NR0278.The horizontal coordinates were scaled from a topographic map and have
 NR0278.an estimated accuracy of +/- 6 seconds.
 NR0278
 NR0278.The orthometric height was determined by differential leveling
 NR0278.and adjusted by the National Geodetic Survey in June 1991..
 NR0278
 NR0278.The geoid height was determined by GEOID03.
 NR0278
 NR0278.The dynamic height is computed by dividing the NAVD 88
 NR0278.geopotential number by the normal gravity value computed on the
 NR0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0278.degrees latitude (g = 980.6199 gals.).
 NR0278
 NR0278.The modeled gravity was interpolated from observed gravity values.
 NR0278
 NR0278;                    North         East    Units  Estimated Accuracy
 NR0278;SPC WYEC     -   327,980.      421,630.      MT  (+/- 180 meters Scaled)
 NR0278
 NR0278                          SUPERSEDED SURVEY CONTROL
 NR0278
 NR0278  NGVD 29 (06/08/92) 1809.820  (m)         5937.72   (f) ADJUSTED    1 2
 NR0278
 NR0278.Superseded values are not recommended for survey control.
 NR0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0278.See file dsdata.txt to determine how the superseded data were derived.
 NR0278
 NR0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH300131(NAD 83)
 NR0278_MARKER: I = METAL ROD
 NR0278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0278_SP_SET: STAINLESS STEEL ROD
 NR0278_STAMPING: N 332 1982
 NR0278_MARK LOGO: NGS   
 NR0278_PROJECTION: FLUSH
 NR0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0278_ROD/PIPE-DEPTH: 4.9  meters
 NR0278
 NR0278  HISTORY     - Date     Condition        Report By
 NR0278  HISTORY     - 1982     MONUMENTED       NGS
 NR0278
 NR0278                          STATION DESCRIPTION
 NR0278
 NR0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0278'39.0 KM (24.2 MI) NE FROM MUDDY GAP.
 NR0278'39.0 KM (24.2 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0278'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0278'0.6 KM (0.35 MI) NORTHEAST OF MILEPOST 68, 45.1 METERS (148.0 FT)
 NR0278'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 7.4 METERS (24.3 FT)
 NR0278'NORTHEAST OF THE CENTER OF A FIELD ENTRANCE.  NOTE, ACCESS TO THE
 NR0278'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0278'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NR0278'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0424 ***********************************************************************
 PW0424  DESIGNATION -  N 333
 PW0424  PID         -  PW0424
 PW0424  STATE/COUNTY-  WY/BIG HORN
 PW0424  USGS QUAD   -  RAIRDEN (1978)
 PW0424
 PW0424                         *CURRENT SURVEY CONTROL
 PW0424  ___________________________________________________________________
 PW0424* NAD 83(1986)-  44 14 05.     (N)    107 55 28.     (W)     SCALED    
 PW0424* NAVD 88     -      1204.229  (meters)    3950.87   (feet)  ADJUSTED  
 PW0424  ___________________________________________________________________
 PW0424  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 PW0424  DYNAMIC HT  -        1203.704 (meters)    3949.15  (feet)  COMP
 PW0424  MODELED GRAV-     980,141.1   (mgal)                       NAVD 88
 PW0424  OBS GRAVITY -     980,141.9   (mgal)                       GRAV_OBS
 PW0424
 PW0424  VERT ORDER  -  FIRST     CLASS II
 PW0424
 PW0424.The horizontal coordinates were scaled from a topographic map and have
 PW0424.an estimated accuracy of +/- 6 seconds.
 PW0424
 PW0424.The orthometric height was determined by differential leveling
 PW0424.and adjusted by the National Geodetic Survey in June 1991..
 PW0424
 PW0424.The geoid height was determined by GEOID03.
 PW0424
 PW0424.The dynamic height is computed by dividing the NAVD 88
 PW0424.geopotential number by the normal gravity value computed on the
 PW0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0424.degrees latitude (g = 980.6199 gals.).
 PW0424
 PW0424.The modeled gravity was interpolated from observed gravity values.
 PW0424.The observed gravity was obtained from relative gravimeter ties
 PW0424.to the IGSN71 gravity network.
 PW0424
 PW0424;                    North         East    Units  Estimated Accuracy
 PW0424;SPC WYEC     -   515,000.      352,780.      MT  (+/- 180 meters Scaled)
 PW0424
 PW0424                          SUPERSEDED SURVEY CONTROL
 PW0424
 PW0424  NGVD 29 (06/08/92) 1203.436  (m)         3948.27   (f) ADJUSTED    1 2
 PW0424
 PW0424.Superseded values are not recommended for survey control.
 PW0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0424.See file dsdata.txt to determine how the superseded data were derived.
 PW0424
 PW0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK664021(NAD 83)
 PW0424_MARKER: I = METAL ROD
 PW0424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0424_SP_SET: STAINLESS STEEL ROD
 PW0424_STAMPING: N 333 1982
 PW0424_MARK LOGO: NGS   
 PW0424_PROJECTION: FLUSH
 PW0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0424_ROD/PIPE-DEPTH: 13.4 meters
 PW0424
 PW0424  HISTORY     - Date     Condition        Report By
 PW0424  HISTORY     - 1982     MONUMENTED       NGS
 PW0424
 PW0424                          STATION DESCRIPTION
 PW0424
 PW0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0424'25.7 KM (15.95 MI) NORT FROM WORLAND.
 PW0424'25.7 KM (15.95 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0424'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 37.8 METERS
 PW0424'(124.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23.2 METERS
 PW0424'(76.1 FT) NORTHWEST OF THE CENTER OF COUNTY ROAD 34 AND 9.1 METERS
 PW0424'(29.9 FT) NORTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 PW0424'IS THROUGH A 5-INCH LOGO CAP.
 PW0424'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PW0424'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0267 ***********************************************************************
 OV0267  DESIGNATION -  N 334
 OV0267  PID         -  OV0267
 OV0267  STATE/COUNTY-  WY/NATRONA
 OV0267  USGS QUAD   -  BURLINGTON LAKE (1968)
 OV0267
 OV0267                         *CURRENT SURVEY CONTROL
 OV0267  ___________________________________________________________________
 OV0267* NAD 83(1986)-  43 00 46.     (N)    106 44 05.     (W)     SCALED    
 OV0267* NAVD 88     -      1700.780  (meters)    5579.98   (feet)  ADJUSTED  
 OV0267  ___________________________________________________________________
 OV0267  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 OV0267  DYNAMIC HT  -        1699.701 (meters)    5576.44  (feet)  COMP
 OV0267  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 OV0267
 OV0267  VERT ORDER  -  FIRST     CLASS II
 OV0267
 OV0267.The horizontal coordinates were scaled from a topographic map and have
 OV0267.an estimated accuracy of +/- 6 seconds.
 OV0267
 OV0267.The orthometric height was determined by differential leveling
 OV0267.and adjusted by the National Geodetic Survey in June 1991..
 OV0267
 OV0267.The geoid height was determined by GEOID03.
 OV0267
 OV0267.The dynamic height is computed by dividing the NAVD 88
 OV0267.geopotential number by the normal gravity value computed on the
 OV0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0267.degrees latitude (g = 980.6199 gals.).
 OV0267
 OV0267.The modeled gravity was interpolated from observed gravity values.
 OV0267
 OV0267;                    North         East    Units  Estimated Accuracy
 OV0267;SPC WYEC     -   379,250.      448,800.      MT  (+/- 180 meters Scaled)
 OV0267
 OV0267                          SUPERSEDED SURVEY CONTROL
 OV0267
 OV0267  NGVD 29 (06/08/92) 1699.862  (m)         5576.96   (f) ADJUSTED    1 2
 OV0267
 OV0267.Superseded values are not recommended for survey control.
 OV0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0267.See file dsdata.txt to determine how the superseded data were derived.
 OV0267
 OV0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH586636(NAD 83)
 OV0267_MARKER: I = METAL ROD
 OV0267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0267_SP_SET: STAINLESS STEEL ROD
 OV0267_STAMPING: N 334 1982
 OV0267_MARK LOGO: NGS   
 OV0267_PROJECTION: FLUSH
 OV0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0267_ROD/PIPE-DEPTH: 4.0  meters
 OV0267
 OV0267  HISTORY     - Date     Condition        Report By
 OV0267  HISTORY     - 1982     MONUMENTED       NGS
 OV0267
 OV0267                          STATION DESCRIPTION
 OV0267
 OV0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0267'36.9 KM (22.9 MI) NW FROM CASPER.
 OV0267'36.9 KM (22.9 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 OV0267'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 0.6 KM (0.35 MI)
 OV0267'NORTHWEST OF MILEPOST 26, 101.2 METERS (332.0 FT) NORTHEAST OF THE
 OV0267'CENTERLINE OF THE HIGHWAY, 78.6 METERS (257.9 FT) NORTHEAST OF A FENCE
 OV0267'AND 1.6 METERS (5.2 FT) EAST-NORTHEAST OF THE MOST SOUTHWESTERLY 1 OF
 OV0267'2 UTILITY POLES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OV0267'LOGO CAP.
 OV0267'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 OV0267'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0238 ***********************************************************************
 NR0238  DESIGNATION -  N 335
 NR0238  PID         -  NR0238
 NR0238  STATE/COUNTY-  WY/NATRONA
 NR0238  USGS QUAD   -  CASPER (1984)
 NR0238
 NR0238                         *CURRENT SURVEY CONTROL
 NR0238  ___________________________________________________________________
 NR0238* NAD 83(1986)-  42 49 52.     (N)    106 20 39.     (W)     SCALED    
 NR0238* NAVD 88     -      1581.245  (meters)    5187.80   (feet)  ADJUSTED  
 NR0238  ___________________________________________________________________
 NR0238  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 NR0238  DYNAMIC HT  -        1580.262 (meters)    5184.58  (feet)  COMP
 NR0238  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 NR0238
 NR0238  VERT ORDER  -  FIRST     CLASS II
 NR0238
 NR0238.The horizontal coordinates were scaled from a topographic map and have
 NR0238.an estimated accuracy of +/- 6 seconds.
 NR0238
 NR0238.The orthometric height was determined by differential leveling
 NR0238.and adjusted by the National Geodetic Survey in June 1991..
 NR0238
 NR0238.The geoid height was determined by GEOID03.
 NR0238
 NR0238.The dynamic height is computed by dividing the NAVD 88
 NR0238.geopotential number by the normal gravity value computed on the
 NR0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0238.degrees latitude (g = 980.6199 gals.).
 NR0238
 NR0238.The modeled gravity was interpolated from observed gravity values.
 NR0238
 NR0238;                    North         East    Units  Estimated Accuracy
 NR0238;SPC WYEC     -   359,370.      480,870.      MT  (+/- 180 meters Scaled)
 NR0238
 NR0238                          SUPERSEDED SURVEY CONTROL
 NR0238
 NR0238  NGVD 29 (06/08/92) 1580.374  (m)         5184.94   (f) ADJUSTED    1 2
 NR0238
 NR0238.Superseded values are not recommended for survey control.
 NR0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0238.See file dsdata.txt to determine how the superseded data were derived.
 NR0238
 NR0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH901429(NAD 83)
 NR0238_MARKER: DB = BENCH MARK DISK
 NR0238_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NR0238_SP_SET: RETAINING WALL
 NR0238_STAMPING: N 335 1982
 NR0238_MARK LOGO: NGS   
 NR0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0238+STABILITY: SURFACE MOTION
 NR0238
 NR0238  HISTORY     - Date     Condition        Report By
 NR0238  HISTORY     - 1982     MONUMENTED       NGS
 NR0238  HISTORY     - 1987     GOOD             NGS
 NR0238
 NR0238                          STATION DESCRIPTION
 NR0238
 NR0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0238'2.3 KM (1.45 MI) NE FROM CASPER.
 NR0238'2.3 KM (1.45 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0238'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN TOP OF THE SOUTHEAST END
 NR0238'OF THE SOUTHWEST CONCRETE ABUTMENT OF THE SOUTHWEST BOUND OVERPASS OF
 NR0238'GARDEN CREEK AND 4.2 METERS (13.8 FT) SOUTHEAST OF THE CENTERLINE OF
 NR0238'THE SOUTHWEST BOUND LANES OF THE HIGHWAY.
 NR0238'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
 NR0238
 NR0238                          STATION RECOVERY (1987)
 NR0238
 NR0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NR0238'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CASPER,
 NR0238'AT THE INTERSECTION OF STATE HIGHWAY 220 AND GARDEN CREEK, IN TOP OF
 NR0238'THE SOUTHWEST END OF THE SOUTHEAST RETAINING WALL OF THE SOUTHWEST
 NR0238'BOUND HIGHWAY BRIDGE SPANNING THE CREEK, 5.6 M (18.4 FT) SOUTHWEST OF
 NR0238'THE CENTER OF THE CREEK, 4.2 M (13.8 FT) SOUTHEAST OF THE CENTERLINE
 NR0238'OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 NR0238'NORTHEAST OF THE SOUTHWEST END OF THE RETAINING WALL.
 NR0238'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0303 ***********************************************************************
 NR0303  DESIGNATION -  N 336
 NR0303  PID         -  NR0303
 NR0303  STATE/COUNTY-  WY/CARBON
 NR0303  USGS QUAD   -  MUDDY GAP (1981)
 NR0303
 NR0303                         *CURRENT SURVEY CONTROL
 NR0303  ___________________________________________________________________
 NR0303* NAD 83(1986)-  42 15 49.     (N)    107 26 37.     (W)     SCALED    
 NR0303* NAVD 88     -      2021.391  (meters)    6631.85   (feet)  ADJUSTED  
 NR0303  ___________________________________________________________________
 NR0303  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 NR0303  DYNAMIC HT  -        2019.806 (meters)    6626.65  (feet)  COMP
 NR0303  MODELED GRAV-     979,765.2   (mgal)                       NAVD 88
 NR0303
 NR0303  VERT ORDER  -  FIRST     CLASS II
 NR0303
 NR0303.The horizontal coordinates were scaled from a topographic map and have
 NR0303.an estimated accuracy of +/- 6 seconds.
 NR0303
 NR0303.The orthometric height was determined by differential leveling
 NR0303.and adjusted by the National Geodetic Survey in June 1991..
 NR0303
 NR0303.The geoid height was determined by GEOID03.
 NR0303
 NR0303.The dynamic height is computed by dividing the NAVD 88
 NR0303.geopotential number by the normal gravity value computed on the
 NR0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0303.degrees latitude (g = 980.6199 gals.).
 NR0303
 NR0303.The modeled gravity was interpolated from observed gravity values.
 NR0303
 NR0303;                    North         East    Units  Estimated Accuracy
 NR0303;SPC WYEC     -   295,860.      390,900.      MT  (+/- 180 meters Scaled)
 NR0303
 NR0303                          SUPERSEDED SURVEY CONTROL
 NR0303
 NR0303  NGVD 29 (06/08/92) 2020.301  (m)         6628.27   (f) ADJUSTED    1 2
 NR0303
 NR0303.Superseded values are not recommended for survey control.
 NR0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0303.See file dsdata.txt to determine how the superseded data were derived.
 NR0303
 NR0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG984819(NAD 83)
 NR0303_MARKER: DB = BENCH MARK DISK
 NR0303_SETTING: 66 = SET IN ROCK OUTCROP
 NR0303_SP_SET: ROCK OUTCROP
 NR0303_STAMPING: N 336 1982
 NR0303_MARK LOGO: NGS   
 NR0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0303+STABILITY: POSITION/ELEVATION WELL
 NR0303
 NR0303  HISTORY     - Date     Condition        Report By
 NR0303  HISTORY     - 1982     MONUMENTED       NGS
 NR0303
 NR0303                          STATION DESCRIPTION
 NR0303
 NR0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0303'12.0 KM (7.45 MI) SOUTH FROM MUDDY GAP.
 NR0303'12.0 KM (7.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0303'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.3 KM (0.2 MI) SOUTH OF MILEPOST
 NR0303'37, IN THE CENTER OF A 4 BY 10 FT. EXPOSED AREA OF OUTCROPPING
 NR0303'BEDROCK, 12.3 METERS (40.4 FT) WEST OF THE CENTERLINE OF THE SOUTH
 NR0303'BOUND LANES OF THE HIGHWAY AND 10.1 METERS (33.1 FT) SOUTH OF A
 NR0303'UTILITY LINE CROSSING.
 NR0303'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 NR0303'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0465 ***********************************************************************
 MP0465  DESIGNATION -  N 337
 MP0465  PID         -  MP0465
 MP0465  STATE/COUNTY-  WY/CARBON
 MP0465  USGS QUAD   -  RAWLINS PEAK (1983)
 MP0465
 MP0465                         *CURRENT SURVEY CONTROL
 MP0465  ___________________________________________________________________
 MP0465* NAD 83(1986)-  41 51 45.     (N)    107 15 32.     (W)     SCALED    
 MP0465* NAVD 88     -      2131.885  (meters)    6994.36   (feet)  ADJUSTED  
 MP0465  ___________________________________________________________________
 MP0465  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 MP0465  DYNAMIC HT  -        2130.078 (meters)    6988.43  (feet)  COMP
 MP0465  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 MP0465
 MP0465  VERT ORDER  -  FIRST     CLASS II
 MP0465
 MP0465.The horizontal coordinates were scaled from a topographic map and have
 MP0465.an estimated accuracy of +/- 6 seconds.
 MP0465
 MP0465.The orthometric height was determined by differential leveling
 MP0465.and adjusted by the National Geodetic Survey in June 1991..
 MP0465
 MP0465.The geoid height was determined by GEOID03.
 MP0465
 MP0465.The dynamic height is computed by dividing the NAVD 88
 MP0465.geopotential number by the normal gravity value computed on the
 MP0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0465.degrees latitude (g = 980.6199 gals.).
 MP0465
 MP0465.The modeled gravity was interpolated from observed gravity values.
 MP0465
 MP0465;                    North         East    Units  Estimated Accuracy
 MP0465;SPC WYEC     -   251,310.      406,180.      MT  (+/- 180 meters Scaled)
 MP0465
 MP0465                          SUPERSEDED SURVEY CONTROL
 MP0465
 MP0465  NGVD 29 (06/08/92) 2130.730  (m)         6990.57   (f) ADJUSTED    1 2
 MP0465
 MP0465.Superseded values are not recommended for survey control.
 MP0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0465.See file dsdata.txt to determine how the superseded data were derived.
 MP0465
 MP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG125369(NAD 83)
 MP0465_MARKER: I = METAL ROD
 MP0465_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MP0465+WITH SETTING: INFORMATION.
 MP0465_SP_SET: SHALLOW-SET METAL ROD
 MP0465_STAMPING: N 337 1982
 MP0465_MARK LOGO: NGS   
 MP0465_PROJECTION: FLUSH
 MP0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0465_ROD/PIPE-DEPTH: 1.5  meters
 MP0465
 MP0465  HISTORY     - Date     Condition        Report By
 MP0465  HISTORY     - 1982     MONUMENTED       NGS
 MP0465  HISTORY     - 1987     GOOD             NGS
 MP0465
 MP0465                          STATION DESCRIPTION
 MP0465
 MP0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0465'9.3 KM (5.8 MI) NORTH FROM RAWLINS.
 MP0465'9.3 KM (5.8 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0465'WITH U.S. HIGHWAY 30 IN RAWLINS, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 6
 MP0465'AND 29.1 METERS (95.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 MP0465'NOTE, REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS
 MP0465'THROUGH A 5-INCH LOGO CAP.
 MP0465'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 MP0465'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 MP0465
 MP0465                          STATION RECOVERY (1987)
 MP0465
 MP0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MP0465'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--0.5
 MP0465'KM (O.3 MI) SOUTH OF MILEPOST 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0258 ***********************************************************************
 NR0258  DESIGNATION -  N 338
 NR0258  PID         -  NR0258
 NR0258  STATE/COUNTY-  WY/NATRONA
 NR0258  USGS QUAD   -  ALCOVA (1984)
 NR0258
 NR0258                         *CURRENT SURVEY CONTROL
 NR0258  ___________________________________________________________________
 NR0258* NAD 83(1986)-  42 37 02.     (N)    106 38 08.     (W)     SCALED    
 NR0258* NAVD 88     -      1637.883  (meters)    5373.62   (feet)  ADJUSTED  
 NR0258  ___________________________________________________________________
 NR0258  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 NR0258  DYNAMIC HT  -        1636.802 (meters)    5370.07  (feet)  COMP
 NR0258  MODELED GRAV-     979,903.1   (mgal)                       NAVD 88
 NR0258
 NR0258  VERT ORDER  -  FIRST     CLASS II
 NR0258
 NR0258.The horizontal coordinates were scaled from a topographic map and have
 NR0258.an estimated accuracy of +/- 6 seconds.
 NR0258
 NR0258.The orthometric height was determined by differential leveling
 NR0258.and adjusted by the National Geodetic Survey in June 1991..
 NR0258
 NR0258.The geoid height was determined by GEOID03.
 NR0258
 NR0258.The dynamic height is computed by dividing the NAVD 88
 NR0258.geopotential number by the normal gravity value computed on the
 NR0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0258.degrees latitude (g = 980.6199 gals.).
 NR0258
 NR0258.The modeled gravity was interpolated from observed gravity values.
 NR0258
 NR0258;                    North         East    Units  Estimated Accuracy
 NR0258;SPC WYEC     -   335,370.      457,250.      MT  (+/- 180 meters Scaled)
 NR0258
 NR0258                          SUPERSEDED SURVEY CONTROL
 NR0258
 NR0258  NGVD 29 (06/08/92) 1636.973  (m)         5370.64   (f) ADJUSTED    1 2
 NR0258
 NR0258.Superseded values are not recommended for survey control.
 NR0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0258.See file dsdata.txt to determine how the superseded data were derived.
 NR0258
 NR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH658196(NAD 83)
 NR0258_MARKER: I = METAL ROD
 NR0258_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0258+WITH SETTING: INFORMATION.
 NR0258_SP_SET: SHALLOW SET METAL ROD
 NR0258_STAMPING: N 338 1982
 NR0258_MARK LOGO: NGS   
 NR0258_PROJECTION: FLUSH
 NR0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0258_ROD/PIPE-DEPTH: 3.0  meters
 NR0258
 NR0258  HISTORY     - Date     Condition        Report By
 NR0258  HISTORY     - 1982     MONUMENTED       NGS
 NR0258
 NR0258                          STATION DESCRIPTION
 NR0258
 NR0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0258'33.2 KM (20.6 MI) SW FROM CASPER.
 NR0258'33.2 KM (20.6 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0258'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.4 KM (0.25 MI) SOUTHWEST
 NR0258'OF MILEPOST 93, 32.5 METERS (106.6 FT) SOUTHEAST OF THE CENTERLINE OF
 NR0258'THE HIGHWAY AND 12.8 METERS (42.0 FT) NORTHEAST OF A UTILITY POLE.
 NR0258'NOTE, RESUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS
 NR0258'THROUGH A 5-INCH LOGO CAP.
 NR0258'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 NR0258'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0496 ***********************************************************************
 MP0496  DESIGNATION -  N 339
 MP0496  PID         -  MP0496
 MP0496  STATE/COUNTY-  WY/CARBON
 MP0496  USGS QUAD   -  MEDICINE BOW (1971)
 MP0496
 MP0496                         *CURRENT SURVEY CONTROL
 MP0496  ___________________________________________________________________
 MP0496* NAD 83(1986)-  41 53 32.     (N)    106 14 16.     (W)     SCALED    
 MP0496* NAVD 88     -      2004.194  (meters)    6575.43   (feet)  ADJUSTED  
 MP0496  ___________________________________________________________________
 MP0496  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 MP0496  DYNAMIC HT  -        2002.501 (meters)    6569.87  (feet)  COMP
 MP0496  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 MP0496
 MP0496  VERT ORDER  -  FIRST     CLASS II
 MP0496
 MP0496.The horizontal coordinates were scaled from a topographic map and have
 MP0496.an estimated accuracy of +/- 6 seconds.
 MP0496
 MP0496.The orthometric height was determined by differential leveling
 MP0496.and adjusted by the National Geodetic Survey in June 1991..
 MP0496
 MP0496.The geoid height was determined by GEOID03.
 MP0496
 MP0496.The dynamic height is computed by dividing the NAVD 88
 MP0496.geopotential number by the normal gravity value computed on the
 MP0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0496.degrees latitude (g = 980.6199 gals.).
 MP0496
 MP0496.The modeled gravity was interpolated from observed gravity values.
 MP0496
 MP0496;                    North         East    Units  Estimated Accuracy
 MP0496;SPC WYEC     -   255,190.      490,920.      MT  (+/- 180 meters Scaled)
 MP0496
 MP0496                          SUPERSEDED SURVEY CONTROL
 MP0496
 MP0496  NGVD 29 (06/08/92) 2003.044  (m)         6571.65   (f) ADJUSTED    1 2
 MP0496
 MP0496.Superseded values are not recommended for survey control.
 MP0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0496.See file dsdata.txt to determine how the superseded data were derived.
 MP0496
 MP0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG973385(NAD 83)
 MP0496_MARKER: I = METAL ROD
 MP0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0496_SP_SET: STAINLESS STEEL ROD
 MP0496_STAMPING: N 339 1983
 MP0496_MARK LOGO: NGS   
 MP0496_PROJECTION: FLUSH
 MP0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0496_ROD/PIPE-DEPTH: 3.1  meters
 MP0496
 MP0496  HISTORY     - Date     Condition        Report By
 MP0496  HISTORY     - 1983     MONUMENTED       NGS
 MP0496
 MP0496                          STATION DESCRIPTION
 MP0496
 MP0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0496'3.2 KM (2.0 MI) WEST FROM MEDICINE BOW.
 MP0496'3.2 KM (2.0 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0496'STATION IN MEDICINE BOW, 0.4 KM (0.25 MI) EAST OF MILEPOST 625,
 MP0496'29.5 METERS (96.8 FT) SOUTH OF THE NEAR RAIL, AND 7.1 METERS (23.3 FT)
 MP0496'WEST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM
 MP0496'POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0496'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 MP0496'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0338 ***********************************************************************
 MQ0338  DESIGNATION -  N 340
 MQ0338  PID         -  MQ0338
 MQ0338  STATE/COUNTY-  WY/SWEETWATER
 MQ0338  USGS QUAD   -  GRANGER (1980)
 MQ0338
 MQ0338                         *CURRENT SURVEY CONTROL
 MQ0338  ___________________________________________________________________
 MQ0338* NAD 83(1986)-  41 35 19.     (N)    109 58 41.     (W)     SCALED    
 MQ0338* NAVD 88     -      1910.651  (meters)    6268.53   (feet)  ADJUSTED  
 MQ0338  ___________________________________________________________________
 MQ0338  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MQ0338  DYNAMIC HT  -        1909.018 (meters)    6263.17  (feet)  COMP
 MQ0338  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 MQ0338
 MQ0338  VERT ORDER  -  FIRST     CLASS II
 MQ0338
 MQ0338.The horizontal coordinates were scaled from a topographic map and have
 MQ0338.an estimated accuracy of +/- 6 seconds.
 MQ0338
 MQ0338.The orthometric height was determined by differential leveling
 MQ0338.and adjusted by the National Geodetic Survey in June 1991..
 MQ0338
 MQ0338.The geoid height was determined by GEOID03.
 MQ0338
 MQ0338.The dynamic height is computed by dividing the NAVD 88
 MQ0338.geopotential number by the normal gravity value computed on the
 MQ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0338.degrees latitude (g = 980.6199 gals.).
 MQ0338
 MQ0338.The modeled gravity was interpolated from observed gravity values.
 MQ0338
 MQ0338;                    North         East    Units  Estimated Accuracy
 MQ0338;SPC WYWC     -   121,620.      497,610.      MT  (+/- 180 meters Scaled)
 MQ0338
 MQ0338                          SUPERSEDED SURVEY CONTROL
 MQ0338
 MQ0338  NGVD 29 (06/08/92) 1909.340  (m)         6264.23   (f) ADJUSTED    1 2
 MQ0338
 MQ0338.Superseded values are not recommended for survey control.
 MQ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0338.See file dsdata.txt to determine how the superseded data were derived.
 MQ0338
 MQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM851046(NAD 83)
 MQ0338_MARKER: DB = BENCH MARK DISK
 MQ0338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MQ0338_SP_SET: ABUTMENT
 MQ0338_STAMPING: N 340 1983
 MQ0338_MARK LOGO: NGS   
 MQ0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0338+STABILITY: POSITION/ELEVATION WELL
 MQ0338
 MQ0338  HISTORY     - Date     Condition        Report By
 MQ0338  HISTORY     - 1983     MONUMENTED       NGS
 MQ0338
 MQ0338                          STATION DESCRIPTION
 MQ0338
 MQ0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0338'1.0 KM (0.6 MI) SW FROM GRANGER.
 MQ0338'1.0 KM (0.6 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0338'THE STATION IN GRANGER, IN TOP OF AND 1.0 METER (3.3 FT) NORTHWEST OF
 MQ0338'THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER
 MQ0338'847.82 OVER THE HAMS FORK RIVER, AND 2.0 METERS (6.6 FT) SOUTHEAST OF
 MQ0338'THE NEAR RAIL.
 MQ0338'THE MARK IS 3.7 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0377 ***********************************************************************
 MQ0377  DESIGNATION -  N 341
 MQ0377  PID         -  MQ0377
 MQ0377  STATE/COUNTY-  WY/SWEETWATER
 MQ0377  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0377
 MQ0377                         *CURRENT SURVEY CONTROL
 MQ0377  ___________________________________________________________________
 MQ0377* NAD 83(1986)-  41 35 20.     (N)    108 42 30.     (W)     SCALED    
 MQ0377* NAVD 88     -      2015.000  (meters)    6610.88   (feet)  ADJUSTED  
 MQ0377  ___________________________________________________________________
 MQ0377  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MQ0377  DYNAMIC HT  -        2013.278 (meters)    6605.23  (feet)  COMP
 MQ0377  MODELED GRAV-     979,696.4   (mgal)                       NAVD 88
 MQ0377
 MQ0377  VERT ORDER  -  FIRST     CLASS II
 MQ0377
 MQ0377.The horizontal coordinates were scaled from a topographic map and have
 MQ0377.an estimated accuracy of +/- 6 seconds.
 MQ0377
 MQ0377.The orthometric height was determined by differential leveling
 MQ0377.and adjusted by the National Geodetic Survey in June 1991..
 MQ0377
 MQ0377.The geoid height was determined by GEOID03.
 MQ0377
 MQ0377.The dynamic height is computed by dividing the NAVD 88
 MQ0377.geopotential number by the normal gravity value computed on the
 MQ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0377.degrees latitude (g = 980.6199 gals.).
 MQ0377
 MQ0377.The modeled gravity was interpolated from observed gravity values.
 MQ0377
 MQ0377;                    North         East    Units  Estimated Accuracy
 MQ0377;SPC WYWC     -   120,920.      603,470.      MT  (+/- 180 meters Scaled)
 MQ0377
 MQ0377                          SUPERSEDED SURVEY CONTROL
 MQ0377
 MQ0377  NGVD 29 (06/08/92) 2013.728  (m)         6606.71   (f) ADJUSTED    1 2
 MQ0377
 MQ0377.Superseded values are not recommended for survey control.
 MQ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0377.See file dsdata.txt to determine how the superseded data were derived.
 MQ0377
 MQ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM910066(NAD 83)
 MQ0377_MARKER: DB = BENCH MARK DISK
 MQ0377_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0377_SP_SET: ROCK OUTCROP
 MQ0377_STAMPING: N 341 1983
 MQ0377_MARK LOGO: NGS   
 MQ0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0377+STABILITY: POSITION/ELEVATION WELL
 MQ0377
 MQ0377  HISTORY     - Date     Condition        Report By
 MQ0377  HISTORY     - 1983     MONUMENTED       NGS
 MQ0377
 MQ0377                          STATION DESCRIPTION
 MQ0377
 MQ0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0377'13.1 KM (8.15 MI) SE FROM POINT OF ROCKS.
 MQ0377'13.1 KM (8.15 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0377'THE STATION IN POINT OF ROCKS, IN THE CENTER OF A 15 BY 25 FOOT
 MQ0377'EXPOSED AREA OF OUTCROPPING BEDROCK, 156.4 METERS (513.1 FT) WEST OF
 MQ0377'THE NEAR RAIL, AND 80.2 METERS (263.1 FT) WEST OF THE CENTER OF A DIRT
 MQ0377'ROAD.
 MQ0377'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MQ0377'THE MARK IS 4.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0383 ***********************************************************************
 MQ0383  DESIGNATION -  N 342
 MQ0383  PID         -  MQ0383
 MQ0383  STATE/COUNTY-  WY/SWEETWATER
 MQ0383  USGS QUAD   -  BITTER CREEK (1968)
 MQ0383
 MQ0383                         *CURRENT SURVEY CONTROL
 MQ0383  ___________________________________________________________________
 MQ0383* NAD 83(1986)-  41 32 50.     (N)    108 33 58.     (W)     SCALED    
 MQ0383* NAVD 88     -      2042.437  (meters)    6700.90   (feet)  ADJUSTED  
 MQ0383  ___________________________________________________________________
 MQ0383  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 MQ0383  DYNAMIC HT  -        2040.642 (meters)    6695.01  (feet)  COMP
 MQ0383  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 MQ0383
 MQ0383  VERT ORDER  -  FIRST     CLASS II
 MQ0383
 MQ0383.The horizontal coordinates were scaled from a topographic map and have
 MQ0383.an estimated accuracy of +/- 6 seconds.
 MQ0383
 MQ0383.The orthometric height was determined by differential leveling
 MQ0383.and adjusted by the National Geodetic Survey in June 1991..
 MQ0383
 MQ0383.The geoid height was determined by GEOID03.
 MQ0383
 MQ0383.The dynamic height is computed by dividing the NAVD 88
 MQ0383.geopotential number by the normal gravity value computed on the
 MQ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0383.degrees latitude (g = 980.6199 gals.).
 MQ0383
 MQ0383.The modeled gravity was interpolated from observed gravity values.
 MQ0383
 MQ0383;                    North         East    Units  Estimated Accuracy
 MQ0383;SPC WYWC     -   116,310.      615,340.      MT  (+/- 180 meters Scaled)
 MQ0383
 MQ0383                          SUPERSEDED SURVEY CONTROL
 MQ0383
 MQ0383  NGVD 29 (06/08/92) 2041.154  (m)         6696.69   (f) ADJUSTED    1 2
 MQ0383
 MQ0383.Superseded values are not recommended for survey control.
 MQ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0383.See file dsdata.txt to determine how the superseded data were derived.
 MQ0383
 MQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM029023(NAD 83)
 MQ0383_MARKER: DB = BENCH MARK DISK
 MQ0383_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0383_SP_SET: ROCK OUTCROP
 MQ0383_STAMPING: N 342 1983
 MQ0383_MARK LOGO: NGS   
 MQ0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0383+STABILITY: POSITION/ELEVATION WELL
 MQ0383
 MQ0383  HISTORY     - Date     Condition        Report By
 MQ0383  HISTORY     - 1983     MONUMENTED       NGS
 MQ0383
 MQ0383                          STATION DESCRIPTION
 MQ0383
 MQ0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0383'1.0 KM (0.6 MI) SW FROM BITTER CREEK.
 MQ0383'1.0 KM (0.6 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0383'THE STATION AT BITTER CREEK, IN TOP OF THE EAST END OF A 6 BY 50 FOOT
 MQ0383'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.4 KM (0.25 MI) SOUTHWEST OF
 MQ0383'MILEPOST 757, 60.0 METERS (196.8 FT) SOUTHEAST OF THE NEAR RAIL, 40.8
 MQ0383'METERS (133.9 FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD, AND 22.3
 MQ0383'METERS (73.2 FT) SOUTHEAST OF A FENCE.
 MQ0383'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MQ0383'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0977 ***********************************************************************
 MO0977  DESIGNATION -  N 343
 MO0977  PID         -  MO0977
 MO0977  STATE/COUNTY-  WY/ALBANY
 MO0977  USGS QUAD   -  BOSLER (1981)
 MO0977
 MO0977                         *CURRENT SURVEY CONTROL
 MO0977  ___________________________________________________________________
 MO0977* NAD 83(1986)-  41 31 45.     (N)    105 40 02.     (W)     SCALED    
 MO0977* NAVD 88     -      2152.060  (meters)    7060.55   (feet)  ADJUSTED  
 MO0977  ___________________________________________________________________
 MO0977  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 MO0977  DYNAMIC HT  -        2150.248 (meters)    7054.61  (feet)  COMP
 MO0977  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 MO0977
 MO0977  VERT ORDER  -  FIRST     CLASS II
 MO0977
 MO0977.The horizontal coordinates were scaled from a topographic map and have
 MO0977.an estimated accuracy of +/- 6 seconds.
 MO0977
 MO0977.The orthometric height was determined by differential leveling
 MO0977.and adjusted by the National Geodetic Survey in June 1991..
 MO0977
 MO0977.The geoid height was determined by GEOID03.
 MO0977
 MO0977.The dynamic height is computed by dividing the NAVD 88
 MO0977.geopotential number by the normal gravity value computed on the
 MO0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0977.degrees latitude (g = 980.6199 gals.).
 MO0977
 MO0977.The modeled gravity was interpolated from observed gravity values.
 MO0977
 MO0977;                    North         East    Units  Estimated Accuracy
 MO0977;SPC WY E     -   114,410.      158,230.      MT  (+/- 180 meters Scaled)
 MO0977
 MO0977                          SUPERSEDED SURVEY CONTROL
 MO0977
 MO0977  NGVD 29 (06/08/92) 2151.020  (m)         7057.14   (f) ADJUSTED    1 2
 MO0977
 MO0977.Superseded values are not recommended for survey control.
 MO0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0977.See file dsdata.txt to determine how the superseded data were derived.
 MO0977
 MO0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF443977(NAD 83)
 MO0977_MARKER: I = METAL ROD
 MO0977_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0977_SP_SET: STAINLESS STEEL ROD
 MO0977_STAMPING: N 343 1983
 MO0977_MARK LOGO: NGS   
 MO0977_PROJECTION: FLUSH
 MO0977_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0977_ROD/PIPE-DEPTH: 6.7  meters
 MO0977
 MO0977  HISTORY     - Date     Condition        Report By
 MO0977  HISTORY     - 1983     MONUMENTED       NGS
 MO0977  HISTORY     - 19990823 GOOD             WYDT
 MO0977
 MO0977                          STATION DESCRIPTION
 MO0977
 MO0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0977'25.0 KM (15.55 MI) NW FROM LARAMIE.
 MO0977'25.0 KM (15.55 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0977'THE STATION IN LARAMIE, 1.0 KM (0.6 MI) SOUTHEAST OF MILEPOST 582,
 MO0977'93.9 METERS (308.1 FT) NORTHEAST OF THE NEAR RAIL, AND 31.1 METERS
 MO0977'(102.0 FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS 30 AND 287.
 MO0977'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MO0977'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 MO0977'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MO0977
 MO0977                          STATION RECOVERY (1999)
 MO0977
 MO0977'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0977'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0977'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0956 ***********************************************************************
 MO0956  DESIGNATION -  N 344
 MO0956  PID         -  MO0956
 MO0956  STATE/COUNTY-  WY/ALBANY
 MO0956  USGS QUAD   -  DALE CREEK (1987)
 MO0956
 MO0956                         *CURRENT SURVEY CONTROL
 MO0956  ___________________________________________________________________
 MO0956* NAD 83(1986)-  41 04 54.     (N)    105 25 46.     (W)     SCALED    
 MO0956* NAVD 88     -      2405.683  (meters)    7892.65   (feet)  ADJUSTED  
 MO0956  ___________________________________________________________________
 MO0956  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 MO0956  DYNAMIC HT  -        2403.482 (meters)    7885.42  (feet)  COMP
 MO0956  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 MO0956
 MO0956  VERT ORDER  -  FIRST     CLASS II
 MO0956
 MO0956.The horizontal coordinates were scaled from a topographic map and have
 MO0956.an estimated accuracy of +/- 6 seconds.
 MO0956
 MO0956.The orthometric height was determined by differential leveling
 MO0956.and adjusted by the National Geodetic Survey in June 1991..
 MO0956
 MO0956.The geoid height was determined by GEOID03.
 MO0956
 MO0956.The dynamic height is computed by dividing the NAVD 88
 MO0956.geopotential number by the normal gravity value computed on the
 MO0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0956.degrees latitude (g = 980.6199 gals.).
 MO0956
 MO0956.The modeled gravity was interpolated from observed gravity values.
 MO0956
 MO0956;                    North         East    Units  Estimated Accuracy
 MO0956;SPC WY E     -    64,620.      177,920.      MT  (+/- 180 meters Scaled)
 MO0956
 MO0956                          SUPERSEDED SURVEY CONTROL
 MO0956
 MO0956  NGVD 29 (06/08/92) 2404.584  (m)         7889.04   (f) ADJUSTED    1 2
 MO0956
 MO0956.Superseded values are not recommended for survey control.
 MO0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0956.See file dsdata.txt to determine how the superseded data were derived.
 MO0956
 MO0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF639479(NAD 83)
 MO0956_MARKER: DB = BENCH MARK DISK
 MO0956_SETTING: 66 = SET IN ROCK OUTCROP
 MO0956_SP_SET: ROCK OUTCROP
 MO0956_STAMPING: N 344 1983
 MO0956_MARK LOGO: NGS   
 MO0956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0956+STABILITY: POSITION/ELEVATION WELL
 MO0956
 MO0956  HISTORY     - Date     Condition        Report By
 MO0956  HISTORY     - 1983     MONUMENTED       NGS
 MO0956  HISTORY     - 1985     GOOD             DMA
 MO0956
 MO0956                          STATION DESCRIPTION
 MO0956
 MO0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0956'34.2 KM (21.25 MI) SE FROM LARAMIE.
 MO0956'34.2 KM (21.25 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0956'THE STATION IN LARAMIE, NEAR THE CENTER OF A 36- BY 36-FT EXPOSED AREA
 MO0956'OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) WEST OF MILEPOST 545,
 MO0956'40.3 METERS (132.2 FT) NORTH OF THE NEAR RAIL, 31.1 METERS (102.0 FT)
 MO0956'NORTHEAST OF THE NORTH LEG OF A DOUBLE UTILITY POLE, AND 15.0 METERS
 MO0956'(49.2 FT) SOUTH OF A FENCE.
 MO0956'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MO0956'THE MARK IS 2.2 M ABOVE THE TRACKS.
 MO0956
 MO0956                          STATION RECOVERY (1985)
 MO0956
 MO0956'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0423 ***********************************************************************
 MQ0423  DESIGNATION -  N 345
 MQ0423  PID         -  MQ0423
 MQ0423  STATE/COUNTY-  WY/SWEETWATER
 MQ0423  USGS QUAD   -  HAYSTACK BUTTES NORTH (1996)
 MQ0423
 MQ0423                         *CURRENT SURVEY CONTROL
 MQ0423  ___________________________________________________________________
 MQ0423* NAD 83(1986)-  41 09 26.     (N)    109 36 09.     (W)     SCALED    
 MQ0423* NAVD 88     -      1892.693  (meters)    6209.61   (feet)  ADJUSTED  
 MQ0423  ___________________________________________________________________
 MQ0423  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 MQ0423  DYNAMIC HT  -        1891.009 (meters)    6204.09  (feet)  COMP
 MQ0423  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 MQ0423
 MQ0423  VERT ORDER  -  FIRST     CLASS II
 MQ0423
 MQ0423.The horizontal coordinates were scaled from a topographic map and have
 MQ0423.an estimated accuracy of +/- 6 seconds.
 MQ0423
 MQ0423.The orthometric height was determined by differential leveling
 MQ0423.and adjusted by the National Geodetic Survey in June 1991..
 MQ0423
 MQ0423.The geoid height was determined by GEOID03.
 MQ0423
 MQ0423.The dynamic height is computed by dividing the NAVD 88
 MQ0423.geopotential number by the normal gravity value computed on the
 MQ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0423.degrees latitude (g = 980.6199 gals.).
 MQ0423
 MQ0423.The modeled gravity was interpolated from observed gravity values.
 MQ0423
 MQ0423;                    North         East    Units  Estimated Accuracy
 MQ0423;SPC WYWC     -    73,330.      528,450.      MT  (+/- 180 meters Scaled)
 MQ0423
 MQ0423                          SUPERSEDED SURVEY CONTROL
 MQ0423
 MQ0423.No superseded survey control is available for this station.
 MQ0423
 MQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL172571(NAD 83)
 MQ0423_MARKER: I = METAL ROD
 MQ0423_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0423+WITH SETTING: INFORMATION.
 MQ0423_SP_SET: SHALLOW-SET METAL ROD
 MQ0423_STAMPING: N 345 1984
 MQ0423_MARK LOGO: NGS   
 MQ0423_PROJECTION: FLUSH
 MQ0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0423_ROD/PIPE-DEPTH: 2.8  meters
 MQ0423
 MQ0423  HISTORY     - Date     Condition        Report By
 MQ0423  HISTORY     - 1984     MONUMENTED       NGS
 MQ0423
 MQ0423                          STATION DESCRIPTION
 MQ0423
 MQ0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0423'24.5 KM (15.2 MI) NE FROM MANILA UT.
 MQ0423'24.5 KM (15.2 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0423'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 0.7 KM (0.45 MI) SOUTH
 MQ0423'OF A GRAVELED ROAD LEADING TO SQUAW HOLLOW, 0.2 KM (0.1 MI) SOUTH OF
 MQ0423'MILEPOST 32, AND 63.4 M (208.0 FT) EAST OF THE CENTERLINE OF THE
 MQ0423'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO THE DATUM
 MQ0423'POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0423'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MQ0423'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9041 ***********************************************************************
 AD9041  DESIGNATION -  N 346
 AD9041  PID         -  AD9041
 AD9041  STATE/COUNTY-  WY/CROOK
 AD9041  USGS QUAD   -  DEVILS RUN (1984)
 AD9041
 AD9041                         *CURRENT SURVEY CONTROL
 AD9041  ___________________________________________________________________
 AD9041* NAD 83(1986)-  44 58 40.     (N)    104 20 25.     (W)     SCALED    
 AD9041* NAVD 88     -      1074.493  (meters)    3525.23   (feet)  ADJUSTED  
 AD9041  ___________________________________________________________________
 AD9041  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 AD9041  DYNAMIC HT  -        1074.206 (meters)    3524.29  (feet)  COMP
 AD9041  MODELED GRAV-     980,312.5   (mgal)                       NAVD 88
 AD9041
 AD9041  VERT ORDER  -  FIRST     CLASS II
 AD9041
 AD9041.The horizontal coordinates were scaled from a topographic map and have
 AD9041.an estimated accuracy of +/- 6 seconds.
 AD9041
 AD9041.The orthometric height was determined by differential leveling
 AD9041.and adjusted by the National Geodetic Survey in July 1998..
 AD9041
 AD9041.The geoid height was determined by GEOID03.
 AD9041
 AD9041.The dynamic height is computed by dividing the NAVD 88
 AD9041.geopotential number by the normal gravity value computed on the
 AD9041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9041.degrees latitude (g = 980.6199 gals.).
 AD9041
 AD9041.The modeled gravity was interpolated from observed gravity values.
 AD9041
 AD9041;                    North         East    Units  Estimated Accuracy
 AD9041;SPC WY E     -   497,730.      265,180.      MT  (+/- 180 meters Scaled)
 AD9041
 AD9041                          SUPERSEDED SURVEY CONTROL
 AD9041
 AD9041.No superseded survey control is available for this station.
 AD9041
 AD9041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK520806(NAD 83)
 AD9041_MARKER: I = METAL ROD
 AD9041_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9041_STAMPING: N 346 1995
 AD9041_MARK LOGO: NGS   
 AD9041_PROJECTION: FLUSH
 AD9041_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9041+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9041_ROD/PIPE-DEPTH: 9.3  meters
 AD9041_SLEEVE-DEPTH  : 0.9 meters
 AD9041
 AD9041  HISTORY     - Date     Condition        Report By
 AD9041  HISTORY     - 1995     MONUMENTED       NGS
 AD9041
 AD9041                          STATION DESCRIPTION
 AD9041
 AD9041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9041'7.8 KM (4.85 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9041'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 22.3 M (73.2 FT)
 AD9041'NORTHEAST OF THE HIGHWAY CENTERLINE, 7.5 M (24.6 FT) NORTHWEST OF THE
 AD9041'CENTER OF A FIELD ENTRANCE AND GATE, 0.8 M (2.6 FT) NORTHEAST OF A
 AD9041'WITNESS POST AND FENCE, AND 0.8 M (2.6 FT) BELOW THE LEVEL OF THE
 AD9041'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AD9041'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AD9041'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0205 ***********************************************************************
 PV0205  DESIGNATION -  N 35
 PV0205  PID         -  PV0205
 PV0205  STATE/COUNTY-  WY/CAMPBELL
 PV0205  USGS QUAD   -  MOYER SPRINGS (1971)
 PV0205
 PV0205                         *CURRENT SURVEY CONTROL
 PV0205  ___________________________________________________________________
 PV0205* NAD 83(1986)-  44 26 59.     (N)    105 27 36.     (W)     SCALED    
 PV0205* NAVD 88     -      1248.632  (meters)    4096.55   (feet)  ADJUSTED  
 PV0205  ___________________________________________________________________
 PV0205  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 PV0205  DYNAMIC HT  -        1248.176 (meters)    4095.06  (feet)  COMP
 PV0205  MODELED GRAV-     980,208.7   (mgal)                       NAVD 88
 PV0205  OBS GRAVITY -     980,209.6   (mgal)                       GRAV_OBS
 PV0205
 PV0205  VERT ORDER  -  FIRST     CLASS II
 PV0205
 PV0205.The horizontal coordinates were scaled from a topographic map and have
 PV0205.an estimated accuracy of +/- 6 seconds.
 PV0205
 PV0205.The orthometric height was determined by differential leveling
 PV0205.and adjusted by the National Geodetic Survey in June 1991..
 PV0205
 PV0205.The geoid height was determined by GEOID03.
 PV0205
 PV0205.The dynamic height is computed by dividing the NAVD 88
 PV0205.geopotential number by the normal gravity value computed on the
 PV0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0205.degrees latitude (g = 980.6199 gals.).
 PV0205
 PV0205.The modeled gravity was interpolated from observed gravity values.
 PV0205.The observed gravity was obtained from relative gravimeter ties
 PV0205.to the IGSN71 gravity network.
 PV0205
 PV0205;                    North         East    Units  Estimated Accuracy
 PV0205;SPC WY E     -   438,760.      176,650.      MT  (+/- 180 meters Scaled)
 PV0205
 PV0205                          SUPERSEDED SURVEY CONTROL
 PV0205
 PV0205  NGVD 29 (??/??/92) 1247.994  (m)         4094.46   (f) ADJ UNCH    1 2
 PV0205
 PV0205.Superseded values are not recommended for survey control.
 PV0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0205.See file dsdata.txt to determine how the superseded data were derived.
 PV0205
 PV0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK634219(NAD 83)
 PV0205_MARKER: DB = BENCH MARK DISK
 PV0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0205_SP_SET: CONCRETE POST
 PV0205_STAMPING: N 35 1933
 PV0205_MARK LOGO: CGS   
 PV0205_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0205+STABILITY: SURFACE MOTION
 PV0205
 PV0205  HISTORY     - Date     Condition        Report By
 PV0205  HISTORY     - 1933     MONUMENTED       CGS
 PV0205  HISTORY     - 1985     GOOD             NGS
 PV0205
 PV0205                          STATION DESCRIPTION
 PV0205
 PV0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PV0205'11.4 MI N FROM GILLETTE.
 PV0205'11.4 MILES NORTH ALONG THE GILLETTE-BROADUS ROAD FROM THE CHICAGO,
 PV0205'BURLINGTON AND QUINCY RAILROAD STATION AT GILLETTE, CAMPBELL
 PV0205'COUNTY, 1.0 MILE SOUTH OF THE CLARK RANCH HOUSE, 135 FEET NORTH
 PV0205'OF A 24-INCH CORRUGATED-IRON PIPE CULVERT OVER A DRY STREAM,
 PV0205'60 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND 2 FEET WEST
 PV0205'OF A WIRE FENCE.  A STANDARD DISK, STAMPED N 35 1933 AND SET IN
 PV0205'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PV0205
 PV0205                          STATION RECOVERY (1985)
 PV0205
 PV0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0205'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  23.72 KM
 PV0205'(14.74 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF GILLETTE
 PV0205'AVENUE AT GILLETTE, 0.10 KM (0.06 MI) SOUTH OF THE BASE OF A RIDGE
 PV0205'LEADING EAST, 0.66 KM (0.41 MI) SOUTH OF MILEPOST 128, 62.8 METERS
 PV0205'(206 FT) EAST OF THE HIGHWAY CENTERLINE, 43.3 METERS (142 FT) NORTH OF
 PV0205'THE CENTER OF A SHALLOW WASH, 32.9 METERS (108 FT) EAST OF THE RIGHT
 PV0205'OF WAY FENCE AND ABOUT 400 FEET WEST OF THE NORTH END OF AN EARTHEN
 PV0205'DAM.
 PV0205'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0205'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0429 ***********************************************************************
 PV0429  DESIGNATION -  N 353
 PV0429  PID         -  PV0429
 PV0429  STATE/COUNTY-  WY/WESTON
 PV0429  USGS QUAD   -  FREDA CREEK (1982)
 PV0429
 PV0429                         *CURRENT SURVEY CONTROL
 PV0429  ___________________________________________________________________
 PV0429* NAD 83(1986)-  44 10 37.     (N)    104 46 27.     (W)     SCALED    
 PV0429* NAVD 88     -      1338.340  (meters)    4390.87   (feet)  ADJUSTED  
 PV0429  ___________________________________________________________________
 PV0429  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 PV0429  DYNAMIC HT  -        1337.802 (meters)    4389.11  (feet)  COMP
 PV0429  MODELED GRAV-     980,169.4   (mgal)                       NAVD 88
 PV0429
 PV0429  VERT ORDER  -  FIRST     CLASS II
 PV0429
 PV0429.The horizontal coordinates were scaled from a topographic map and have
 PV0429.an estimated accuracy of +/- 6 seconds.
 PV0429
 PV0429.The orthometric height was determined by differential leveling
 PV0429.and adjusted by the National Geodetic Survey in June 1991..
 PV0429
 PV0429.The geoid height was determined by GEOID03.
 PV0429
 PV0429.The dynamic height is computed by dividing the NAVD 88
 PV0429.geopotential number by the normal gravity value computed on the
 PV0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0429.degrees latitude (g = 980.6199 gals.).
 PV0429
 PV0429.The modeled gravity was interpolated from observed gravity values.
 PV0429
 PV0429;                    North         East    Units  Estimated Accuracy
 PV0429;SPC WY E     -   408,480.      231,390.      MT  (+/- 180 meters Scaled)
 PV0429
 PV0429                          SUPERSEDED SURVEY CONTROL
 PV0429
 PV0429.No superseded survey control is available for this station.
 PV0429
 PV0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ180915(NAD 83)
 PV0429_MARKER: I = METAL ROD
 PV0429_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PV0429_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PV0429_STAMPING: N 353 1985
 PV0429_MARK LOGO: NGS   
 PV0429_PROJECTION: FLUSH
 PV0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0429+STABILITY: POSITION/ELEVATION WELL
 PV0429_ROD/PIPE-DEPTH: 10.2 meters
 PV0429_SLEEVE-DEPTH  : 8.8 meters
 PV0429
 PV0429  HISTORY     - Date     Condition        Report By
 PV0429  HISTORY     - 1985     MONUMENTED       NGS
 PV0429
 PV0429                          STATION DESCRIPTION
 PV0429
 PV0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0429'14.7 KM (9.15 MI) NW FROM UPTON.
 PV0429'14.75 KM (9.2 MI) NORTHWEST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 PV0429'UPTON, ALSO 17.55 KM (10.95 MI) SOUTHEAST OF MOORCROFT, AT THE
 PV0429'SOUTHEAST END OF A SHORT TALL CUT, 0.5 KM (0.3 MI) SOUTHEAST OF THE
 PV0429'WESTON-CROOK COUNTY LINE, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST 10,
 PV0429'36.6 METERS (120 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 8.0 METERS
 PV0429'(26 FT) NORTHWEST OF THE NORTH FENCE CORNER FOR A SMALL OFFSET IN THE
 PV0429'RIGHT OF WAY FENCE AND 1.1 METERS (3.5 FT) SOUTHWEST OF THE RIGHT OF
 PV0429'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PV0429'CAP.
 PV0429'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 PV0429'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0357 ***********************************************************************
 PV0357  DESIGNATION -  N 354
 PV0357  PID         -  PV0357
 PV0357  STATE/COUNTY-  WY/CAMPBELL
 PV0357  USGS QUAD   -  FOUR BAR J RANCH (1971)
 PV0357
 PV0357                         *CURRENT SURVEY CONTROL
 PV0357  ___________________________________________________________________
 PV0357* NAD 83(1986)-  44 08 28.     (N)    105 41 25.     (W)     SCALED    
 PV0357* NAVD 88     -      1506.602  (meters)    4942.91   (feet)  ADJUSTED  
 PV0357  ___________________________________________________________________
 PV0357  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 PV0357  DYNAMIC HT  -        1505.896 (meters)    4940.59  (feet)  COMP
 PV0357  MODELED GRAV-     980,096.1   (mgal)                       NAVD 88
 PV0357
 PV0357  VERT ORDER  -  FIRST     CLASS II
 PV0357
 PV0357.The horizontal coordinates were scaled from a topographic map and have
 PV0357.an estimated accuracy of +/- 6 seconds.
 PV0357
 PV0357.The orthometric height was determined by differential leveling
 PV0357.and adjusted by the National Geodetic Survey in June 1991..
 PV0357
 PV0357.The geoid height was determined by GEOID03.
 PV0357
 PV0357.The dynamic height is computed by dividing the NAVD 88
 PV0357.geopotential number by the normal gravity value computed on the
 PV0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0357.degrees latitude (g = 980.6199 gals.).
 PV0357
 PV0357.The modeled gravity was interpolated from observed gravity values.
 PV0357
 PV0357;                    North         East    Units  Estimated Accuracy
 PV0357;SPC WY E     -   404,560.      158,110.      MT  (+/- 180 meters Scaled)
 PV0357
 PV0357                          SUPERSEDED SURVEY CONTROL
 PV0357
 PV0357  NGVD 29 (06/08/92) 1505.845  (m)         4940.43   (f) ADJUSTED    1 2
 PV0357
 PV0357.Superseded values are not recommended for survey control.
 PV0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0357.See file dsdata.txt to determine how the superseded data were derived.
 PV0357
 PV0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ447877(NAD 83)
 PV0357_MARKER: I = METAL ROD
 PV0357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0357_SP_SET: STAINLESS STEEL ROD
 PV0357_STAMPING: N 354 1985
 PV0357_MARK LOGO: NGS   
 PV0357_PROJECTION: FLUSH
 PV0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0357_ROD/PIPE-DEPTH: 4.9  meters
 PV0357
 PV0357  HISTORY     - Date     Condition        Report By
 PV0357  HISTORY     - 1985     MONUMENTED       NGS
 PV0357
 PV0357                          STATION DESCRIPTION
 PV0357
 PV0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0357'22.3 KM (13.85 MI) SW FROM GILLETTE.
 PV0357'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0357'IN GILLETTE, THENCE 16.94 KM (10.53 MI) SOUTHWEST ALONG STATE HIGHWAY
 PV0357'50, IN THE SOUTH CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 PV0357'SOUTHEAST TO A HOUSE, AT THE SOUTHWEST END OF A WIRE GATE IN THE RIGHT
 PV0357'OF WAY FENCE, 0.16 KM (0.10 MI) SOUTHWEST OF MILEPOST 15, 29.9 METERS
 PV0357'(98 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 43.0 METERS (141 FT)
 PV0357'NORTHEAST OF THE POWER POLE SOUTHEAST OF THE T JUNCTION POLE FOR A
 PV0357'POWER LINE CROSSING, 22.6 METERS (74 FT) SOUTHWEST OF THE CENTER OF
 PV0357'THE ROAD, 1.4 METERS (4.5 FT) SOUTHWEST OF THE SOUTHWEST END OF THE
 PV0357'GATE AND 0.5 METER (1.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 PV0357'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0357'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0357'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0310 ***********************************************************************
 OU0310  DESIGNATION -  N 355
 OU0310  PID         -  OU0310
 OU0310  STATE/COUNTY-  WY/CAMPBELL
 OU0310  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0310
 OU0310                         *CURRENT SURVEY CONTROL
 OU0310  ___________________________________________________________________
 OU0310* NAD 83(1986)-  43 43 19.     (N)    105 47 03.     (W)     SCALED    
 OU0310* NAVD 88     -      1580.578  (meters)    5185.61   (feet)  ADJUSTED  
 OU0310  ___________________________________________________________________
 OU0310  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OU0310  DYNAMIC HT  -        1579.719 (meters)    5182.79  (feet)  COMP
 OU0310  MODELED GRAV-     980,020.1   (mgal)                       NAVD 88
 OU0310
 OU0310  VERT ORDER  -  FIRST     CLASS II
 OU0310
 OU0310.The horizontal coordinates were scaled from a topographic map and have
 OU0310.an estimated accuracy of +/- 6 seconds.
 OU0310
 OU0310.The orthometric height was determined by differential leveling
 OU0310.and adjusted by the National Geodetic Survey in June 1991..
 OU0310
 OU0310.The geoid height was determined by GEOID03.
 OU0310
 OU0310.The dynamic height is computed by dividing the NAVD 88
 OU0310.geopotential number by the normal gravity value computed on the
 OU0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0310.degrees latitude (g = 980.6199 gals.).
 OU0310
 OU0310.The modeled gravity was interpolated from observed gravity values.
 OU0310
 OU0310;                    North         East    Units  Estimated Accuracy
 OU0310;SPC WY E     -   358,040.      150,250.      MT  (+/- 180 meters Scaled)
 OU0310
 OU0310                          SUPERSEDED SURVEY CONTROL
 OU0310
 OU0310  NGVD 29 (06/08/92) 1579.762  (m)         5182.94   (f) ADJUSTED    1 2
 OU0310
 OU0310.Superseded values are not recommended for survey control.
 OU0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0310.See file dsdata.txt to determine how the superseded data were derived.
 OU0310
 OU0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ368412(NAD 83)
 OU0310_MARKER: I = METAL ROD
 OU0310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0310_SP_SET: STAINLESS STEEL ROD
 OU0310_STAMPING: N 355 1985
 OU0310_MARK LOGO: NGS   
 OU0310_PROJECTION: FLUSH
 OU0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0310_ROD/PIPE-DEPTH: 4.3  meters
 OU0310
 OU0310  HISTORY     - Date     Condition        Report By
 OU0310  HISTORY     - 1985     MONUMENTED       NGS
 OU0310
 OU0310                          STATION DESCRIPTION
 OU0310
 OU0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0310'11.7 KM (7.3 MI) NORTH FROM PINE TREE JUNCTION.
 OU0310'11.73 KM (7.29 MI) NORTH ALONG STATE HIGHWAY 50 FROM PINE TREE
 OU0310'JUNCTION, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A TRACK ROAD
 OU0310'LEADING EAST FOR A FIELD ACCESS, 0.87 KM (0.54 MI) SOUTH OF THE T
 OU0310'JUNCTION OF A GRAVEL DRIVE LEADING EAST TO THE RUBY RANCH, 29.9 METER
 OU0310'(98 FT) EAST OF THE HIGHWAY CENTERLINE, 2.7 METER (9 FT) NORTH OF THE
 OU0310'CENTER OF THE ROAD, 0.6 METER (2 FT) NORTH OF THE NORTH END OF A WIRE
 OU0310'GATE IN THE RIGHT OF WAY FENCE AND 0.3 METER (1 FT) WEST OF THE RIGHT
 OU0310'OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 OU0310'LOGO CAP.
 OU0310'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 OU0310'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0273 ***********************************************************************
 OV0273  DESIGNATION -  N 356
 OV0273  PID         -  OV0273
 OV0273  STATE/COUNTY-  WY/JOHNSON
 OV0273  USGS QUAD   -  TAYLOR RANCH (1973)
 OV0273
 OV0273                         *CURRENT SURVEY CONTROL
 OV0273  ___________________________________________________________________
 OV0273* NAD 83(1986)-  43 33 25.     (N)    106 05 56.     (W)     SCALED    
 OV0273* NAVD 88     -      1577.116  (meters)    5174.25   (feet)  ADJUSTED  
 OV0273  ___________________________________________________________________
 OV0273  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 OV0273  DYNAMIC HT  -        1576.211 (meters)    5171.29  (feet)  COMP
 OV0273  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 OV0273
 OV0273  VERT ORDER  -  FIRST     CLASS II
 OV0273
 OV0273.The horizontal coordinates were scaled from a topographic map and have
 OV0273.an estimated accuracy of +/- 6 seconds.
 OV0273
 OV0273.The orthometric height was determined by differential leveling
 OV0273.and adjusted by the National Geodetic Survey in June 1991..
 OV0273
 OV0273.The geoid height was determined by GEOID03.
 OV0273
 OV0273.The dynamic height is computed by dividing the NAVD 88
 OV0273.geopotential number by the normal gravity value computed on the
 OV0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0273.degrees latitude (g = 980.6199 gals.).
 OV0273
 OV0273.The modeled gravity was interpolated from observed gravity values.
 OV0273
 OV0273;                    North         East    Units  Estimated Accuracy
 OV0273;SPC WYEC     -   440,270.      499,740.      MT  (+/- 180 meters Scaled)
 OV0273
 OV0273                          SUPERSEDED SURVEY CONTROL
 OV0273
 OV0273  NGVD 29 (06/08/92) 1576.270  (m)         5171.48   (f) ADJUSTED    1 2
 OV0273
 OV0273.Superseded values are not recommended for survey control.
 OV0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0273.See file dsdata.txt to determine how the superseded data were derived.
 OV0273
 OV0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ112232(NAD 83)
 OV0273_MARKER: I = METAL ROD
 OV0273_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0273+WITH SETTING: INFORMATION.
 OV0273_SP_SET: SHALLOW-SET METAL ROD
 OV0273_STAMPING: N 356 1985
 OV0273_MARK LOGO: NGS   
 OV0273_PROJECTION: FLUSH
 OV0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0273_ROD/PIPE-DEPTH: 2.7  meters
 OV0273
 OV0273  HISTORY     - Date     Condition        Report By
 OV0273  HISTORY     - 1985     MONUMENTED       NGS
 OV0273
 OV0273                          STATION DESCRIPTION
 OV0273
 OV0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0273'23.4 KM (14.55 MI) NE FROM MIDWEST.
 OV0273'23.41 KM (14.55 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE
 OV0273'JUNCTION OF STATE HIGHWAY 259 AT MIDWEST, IN THE NORTHEAST CORNER OF
 OV0273'THE T JUNCTION OF A GRAVEL ROAD LEADING NORTH TO THE TOP OF PUGSLEY
 OV0273'HILL, IN THE CENTER OF A DOUBLE WOODEN POST BRACE AT THE EAST END OF A
 OV0273'WIRE GATE IN THE RIGHT OF WAY FENCE, 0.69 KM (0.43 MI) WEST OF
 OV0273'MILEPOST 115, 29.4 METERS (96.5 FT) NORTH OF THE HIGHWAY CENTERLINE,
 OV0273'21.0 METERS (69 FT) EAST OF THE CENTER OF THE ROAD, 18.3 METERS (60
 OV0273'FT) EAST-SOUTHEAST OF THE EAST EDGE OF A METAL CATTLE GUARD IN THE
 OV0273'GRAVEL ROAD AND 0.3 METER (1 FT) SOUTH OF THE RIGHT OF WAY FENCE.  ROD
 OV0273'SET TO 9 FOOT ANCHORED REFUSAL.
 OV0273'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OV0273'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0389 ***********************************************************************
 PV0389  DESIGNATION -  N 357
 PV0389  PID         -  PV0389
 PV0389  STATE/COUNTY-  WY/CAMPBELL
 PV0389  USGS QUAD   -  WESTON SW (1972)
 PV0389
 PV0389                         *CURRENT SURVEY CONTROL
 PV0389  ___________________________________________________________________
 PV0389* NAD 83(1986)-  44 32 31.     (N)    105 24 28.     (W)     SCALED    
 PV0389* NAVD 88     -      1196.405  (meters)    3925.21   (feet)  ADJUSTED  
 PV0389  ___________________________________________________________________
 PV0389  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 PV0389  DYNAMIC HT  -        1195.996 (meters)    3923.86  (feet)  COMP
 PV0389  MODELED GRAV-     980,234.0   (mgal)                       NAVD 88
 PV0389
 PV0389  VERT ORDER  -  FIRST     CLASS II
 PV0389
 PV0389.The horizontal coordinates were scaled from a topographic map and have
 PV0389.an estimated accuracy of +/- 6 seconds.
 PV0389
 PV0389.The orthometric height was determined by differential leveling
 PV0389.and adjusted by the National Geodetic Survey in June 1991..
 PV0389
 PV0389.The geoid height was determined by GEOID03.
 PV0389
 PV0389.The dynamic height is computed by dividing the NAVD 88
 PV0389.geopotential number by the normal gravity value computed on the
 PV0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0389.degrees latitude (g = 980.6199 gals.).
 PV0389
 PV0389.The modeled gravity was interpolated from observed gravity values.
 PV0389
 PV0389;                    North         East    Units  Estimated Accuracy
 PV0389;SPC WY E     -   448,990.      180,840.      MT  (+/- 180 meters Scaled)
 PV0389
 PV0389                          SUPERSEDED SURVEY CONTROL
 PV0389
 PV0389.No superseded survey control is available for this station.
 PV0389
 PV0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK676321(NAD 83)
 PV0389_MARKER: I = METAL ROD
 PV0389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0389_SP_SET: STAINLESS STEEL ROD
 PV0389_STAMPING: N 357 1985
 PV0389_MARK LOGO: NGS   
 PV0389_PROJECTION: FLUSH
 PV0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0389_ROD/PIPE-DEPTH: 8.5  meters
 PV0389
 PV0389  HISTORY     - Date     Condition        Report By
 PV0389  HISTORY     - 1985     MONUMENTED       NGS
 PV0389
 PV0389                          STATION DESCRIPTION
 PV0389
 PV0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0389'36.2 KM (22.5 MI) NORTH FROM GILLETTE.
 PV0389'36.24 KM (22.52 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0389'GILLETTE AVENUE AT GILLETTE, IN THE WEST CORNER OF THE T JUNCTION OF A
 PV0389'DIRT ROAD LEADING NORTHWEST, AT A FENCE T JUNCTION, 0.81 KM (0.50 MI)
 PV0389'SOUTHWEST OF THE Y JUNCTION OF COW CREEK ROAD LEADING NORTHEAST, 0.52
 PV0389'KM (0.32 MI) NORTHEAST OF MILEPOST 135, 30.2 METERS (99 FT) NORTHWEST
 PV0389'OF THE HIGHWAY CENTERLINE, 28.3 METERS (93 FT) SOUTHWEST OF THE CENTER
 PV0389'OF THE ROAD AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 PV0389'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0389'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0389'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0413 ***********************************************************************
 PV0413  DESIGNATION -  N 358
 PV0413  PID         -  PV0413
 PV0413  STATE/COUNTY-  WY/CAMPBELL
 PV0413  USGS QUAD   -  ROZET (1971)
 PV0413
 PV0413                         *CURRENT SURVEY CONTROL
 PV0413  ___________________________________________________________________
 PV0413* NAD 83(1986)-  44 16 41.     (N)    105 12 52.     (W)     SCALED    
 PV0413* NAVD 88     -      1308.104  (meters)    4291.67   (feet)  ADJUSTED  
 PV0413  ___________________________________________________________________
 PV0413  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 PV0413  DYNAMIC HT  -        1307.569 (meters)    4289.92  (feet)  COMP
 PV0413  MODELED GRAV-     980,163.3   (mgal)                       NAVD 88
 PV0413
 PV0413  VERT ORDER  -  FIRST     CLASS II
 PV0413
 PV0413.The horizontal coordinates were scaled from a topographic map and have
 PV0413.an estimated accuracy of +/- 6 seconds.
 PV0413
 PV0413.The orthometric height was determined by differential leveling
 PV0413.and adjusted by the National Geodetic Survey in June 1991..
 PV0413
 PV0413.The geoid height was determined by GEOID03.
 PV0413
 PV0413.The dynamic height is computed by dividing the NAVD 88
 PV0413.geopotential number by the normal gravity value computed on the
 PV0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0413.degrees latitude (g = 980.6199 gals.).
 PV0413
 PV0413.The modeled gravity was interpolated from observed gravity values.
 PV0413
 PV0413;                    North         East    Units  Estimated Accuracy
 PV0413;SPC WY E     -   419,650.      196,190.      MT  (+/- 180 meters Scaled)
 PV0413
 PV0413                          SUPERSEDED SURVEY CONTROL
 PV0413
 PV0413.No superseded survey control is available for this station.
 PV0413
 PV0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK828027(NAD 83)
 PV0413_MARKER: I = METAL ROD
 PV0413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0413_SP_SET: STAINLESS STEEL ROD
 PV0413_STAMPING: N 358 1985
 PV0413_MARK LOGO: NGS   
 PV0413_PROJECTION: FLUSH
 PV0413_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0413_ROD/PIPE-DEPTH: 7.3  meters
 PV0413
 PV0413  HISTORY     - Date     Condition        Report By
 PV0413  HISTORY     - 1985     MONUMENTED       NGS
 PV0413  HISTORY     - 20000609 GOOD             USGS
 PV0413
 PV0413                          STATION DESCRIPTION
 PV0413
 PV0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0413'22.1 KM (13.75 MI) WEST FROM MOORCROFT.
 PV0413'22.09 KM (13.73 MI) WEST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0413'FROM THE JUNCTION OF US HIGHWAY 14 AT MOORCROFT, IN THE SOUTHWEST
 PV0413'CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 0.68 KM (0.42
 PV0413'MI) WEST OF THE JUNCTION OF ADON ROAD, 0.50 KM (0.31 MI) EAST OF
 PV0413'MILEPOST 140, 44.7 METERS (146.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 PV0413'51.5 METERS (169 FT) WEST OF THE CENTER OF THE ROAD, 0.6 METER (2 FT)
 PV0413'EAST OF A 5-FOOT TALL GILLETTE WATER DEPARTMENT PIPE REFERENCE MARK
 PV0413'904+00 AND 0.6 METER (2 FT) NORTH OF A RIGHT-OF-WAY FENCE.
 PV0413'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0413'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PV0413'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PV0413
 PV0413                          STATION RECOVERY (2000)
 PV0413
 PV0413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0413'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0314 ***********************************************************************
 PW0314  DESIGNATION -  N 36
 PW0314  PID         -  PW0314
 PW0314  STATE/COUNTY-  WY/WASHAKIE
 PW0314  USGS QUAD   -  WORLAND SE (1978)
 PW0314
 PW0314                         *CURRENT SURVEY CONTROL
 PW0314  ___________________________________________________________________
 PW0314* NAD 83(1986)-  44 01 17.     (N)    107 48 52.     (W)     SCALED    
 PW0314* NAVD 88     -      1364.544  (meters)    4476.84   (feet)  ADJUSTED  
 PW0314  ___________________________________________________________________
 PW0314  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 PW0314  DYNAMIC HT  -        1363.883 (meters)    4474.67  (feet)  COMP
 PW0314  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 PW0314
 PW0314  VERT ORDER  -  FIRST     CLASS II
 PW0314
 PW0314.The horizontal coordinates were scaled from a topographic map and have
 PW0314.an estimated accuracy of +/- 6 seconds.
 PW0314
 PW0314.The orthometric height was determined by differential leveling
 PW0314.and adjusted by the National Geodetic Survey in June 1991..
 PW0314
 PW0314.The geoid height was determined by GEOID03.
 PW0314
 PW0314.The dynamic height is computed by dividing the NAVD 88
 PW0314.geopotential number by the normal gravity value computed on the
 PW0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0314.degrees latitude (g = 980.6199 gals.).
 PW0314
 PW0314.The modeled gravity was interpolated from observed gravity values.
 PW0314
 PW0314;                    North         East    Units  Estimated Accuracy
 PW0314;SPC WYEC     -   491,240.      361,430.      MT  (+/- 180 meters Scaled)
 PW0314
 PW0314                          SUPERSEDED SURVEY CONTROL
 PW0314
 PW0314  NGVD 29 (??/??/92) 1363.740  (m)         4474.20   (f) ADJ UNCH    1 2
 PW0314
 PW0314.Superseded values are not recommended for survey control.
 PW0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0314.See file dsdata.txt to determine how the superseded data were derived.
 PW0314
 PW0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ744781(NAD 83)
 PW0314_MARKER: DB = BENCH MARK DISK
 PW0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0314_STAMPING: N 36 1934
 PW0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0314+STABILITY: SURFACE MOTION
 PW0314
 PW0314  HISTORY     - Date     Condition        Report By
 PW0314  HISTORY     - 1934     MONUMENTED       CGS
 PW0314  HISTORY     - 1966     GOOD             USGS
 PW0314
 PW0314                          STATION DESCRIPTION
 PW0314
 PW0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0314'7.5 MI E FROM WORLAND.
 PW0314'7.5 MILES EAST ALONG U.S. HIGHWAY 16 FROM WORLAND, WASHAKIE COUNTY,
 PW0314'1.4 MILES WEST OF THE WEST BRIDGE OVER SAND DRAW CREEK, 0.5 MILE EAST
 PW0314'OF A NORTH-AND-SOUTH CROSS ROAD, ON A LONG GRADE LEADING DOWN TO THE
 PW0314'EAST, DIRECTLY SOUTH OF A LARGE HILL, AND 49.3 FEET SOUTH OF THE
 PW0314'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 36 1934 AND SET
 PW0314'IN THE TOP OF A CONCRETE POST.
 PW0314
 PW0314                          STATION RECOVERY (1966)
 PW0314
 PW0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0307 ***********************************************************************
 OV0307  DESIGNATION -  N 360
 OV0307  PID         -  OV0307
 OV0307  STATE/COUNTY-  WY/NATRONA
 OV0307  USGS QUAD   -  TEAPOT ROCK (1978)
 OV0307
 OV0307                         *CURRENT SURVEY CONTROL
 OV0307  ___________________________________________________________________
 OV0307* NAD 83(1986)-  43 12 39.     (N)    106 19 03.     (W)     SCALED    
 OV0307* NAVD 88     -      1614.523  (meters)    5296.98   (feet)  ADJUSTED  
 OV0307  ___________________________________________________________________
 OV0307  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 OV0307  DYNAMIC HT  -        1613.566 (meters)    5293.84  (feet)  COMP
 OV0307  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 OV0307
 OV0307  VERT ORDER  -  FIRST     CLASS II
 OV0307
 OV0307.The horizontal coordinates were scaled from a topographic map and have
 OV0307.an estimated accuracy of +/- 6 seconds.
 OV0307
 OV0307.The orthometric height was determined by differential leveling
 OV0307.and adjusted by the National Geodetic Survey in June 1991..
 OV0307
 OV0307.The geoid height was determined by GEOID03.
 OV0307
 OV0307.The dynamic height is computed by dividing the NAVD 88
 OV0307.geopotential number by the normal gravity value computed on the
 OV0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0307.degrees latitude (g = 980.6199 gals.).
 OV0307
 OV0307.The modeled gravity was interpolated from observed gravity values.
 OV0307
 OV0307;                    North         East    Units  Estimated Accuracy
 OV0307;SPC WYEC     -   401,580.      482,540.      MT  (+/- 180 meters Scaled)
 OV0307
 OV0307                          SUPERSEDED SURVEY CONTROL
 OV0307
 OV0307  NGVD 29 (06/08/92) 1613.660  (m)         5294.15   (f) ADJUSTED    1 2
 OV0307
 OV0307.Superseded values are not recommended for survey control.
 OV0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0307.See file dsdata.txt to determine how the superseded data were derived.
 OV0307
 OV0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH929850(NAD 83)
 OV0307_MARKER: I = METAL ROD
 OV0307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0307_SP_SET: STAINLESS STEEL ROD
 OV0307_STAMPING: N 360 1985
 OV0307_MARK LOGO: NGS   
 OV0307_PROJECTION: FLUSH
 OV0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0307_ROD/PIPE-DEPTH: 18.3 meters
 OV0307
 OV0307  HISTORY     - Date     Condition        Report By
 OV0307  HISTORY     - 1985     MONUMENTED       NGS
 OV0307
 OV0307                          STATION DESCRIPTION
 OV0307
 OV0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0307'23.8 KM (14.8 MI) SOUTH FROM MIDWEST.
 OV0307'23.77 KM (14.77 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0307'STATE HIGHWAY 387 AT MIDWEST, IN THE CENTER OF A DOUBLE WOODEN POST
 OV0307'BRACE IN THE RIGHT OF WAY FENCE, AT THE SOUTHWEST ENTRANCE TO A WIDE
 OV0307'GRAVEL PULL OUT, 0.62 KM (0.39 MI) NORTH OF THE Y JUNCTION OF THE
 OV0307'SHAMROCK RANCH ROAD (OLD HIGHWAY BED) LEADING NORTHEAST, 0.67 KM (0.42
 OV0307'MI) NORTH OF MILEPOST 13, 45.3 METERS (148.5 FT) WEST OF THE HIGHWAY
 OV0307'CENTERLINE AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.
 OV0307'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OV0307'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0327 ***********************************************************************
 OU0327  DESIGNATION -  N 361
 OU0327  PID         -  OU0327
 OU0327  STATE/COUNTY-  WY/WESTON
 OU0327  USGS QUAD   -  OSAGE (1972)
 OU0327
 OU0327                         *CURRENT SURVEY CONTROL
 OU0327  ___________________________________________________________________
 OU0327* NAD 83(1986)-  43 59 58.     (N)    104 29 07.     (W)     SCALED    
 OU0327* NAVD 88     -      1301.614  (meters)    4270.38   (feet)  ADJUSTED  
 OU0327  ___________________________________________________________________
 OU0327  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 OU0327  DYNAMIC HT  -        1301.074 (meters)    4268.61  (feet)  COMP
 OU0327  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 OU0327
 OU0327  VERT ORDER  -  FIRST     CLASS II
 OU0327
 OU0327.The horizontal coordinates were scaled from a topographic map and have
 OU0327.an estimated accuracy of +/- 6 seconds.
 OU0327
 OU0327.The orthometric height was determined by differential leveling
 OU0327.and adjusted by the National Geodetic Survey in June 1991..
 OU0327
 OU0327.The geoid height was determined by GEOID03.
 OU0327
 OU0327.The dynamic height is computed by dividing the NAVD 88
 OU0327.geopotential number by the normal gravity value computed on the
 OU0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0327.degrees latitude (g = 980.6199 gals.).
 OU0327
 OU0327.The modeled gravity was interpolated from observed gravity values.
 OU0327
 OU0327;                    North         East    Units  Estimated Accuracy
 OU0327;SPC WY E     -   388,910.      254,650.      MT  (+/- 180 meters Scaled)
 OU0327
 OU0327                          SUPERSEDED SURVEY CONTROL
 OU0327
 OU0327.No superseded survey control is available for this station.
 OU0327
 OU0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ412719(NAD 83)
 OU0327_MARKER: I = METAL ROD
 OU0327_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0327+WITH SETTING: INFORMATION.
 OU0327_SP_SET: SHALLOW-SET METAL ROD
 OU0327_STAMPING: N 361 1985
 OU0327_MARK LOGO: NGS   
 OU0327_PROJECTION: FLUSH
 OU0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0327_ROD/PIPE-DEPTH: 1.8  meters
 OU0327
 OU0327  HISTORY     - Date     Condition        Report By
 OU0327  HISTORY     - 1985     MONUMENTED       NGS
 OU0327
 OU0327                          STATION DESCRIPTION
 OU0327
 OU0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0327'16.3 KM (10.1 MI) SE FROM UPTON.
 OU0327'16.3 KM (10.15 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 OU0327'UPTON, AT THE NORTHWEST END OF A LONG CUT, 41.4 METERS (136 FT)
 OU0327'SOUTHWEST OF THE HIGHWAY CENTERLINE, 34.4 METERS (113 FT) SOUTHWEST OF
 OU0327'MILEPOST 230, 32.0 METERS (105 FT) SOUTH OF THE SOUTHWEST END OF A
 OU0327'24-INCH CONCRETE PIPE CULVERT AND 0.3 METER (1 FT) NORTHEAST OF THE
 OU0327'RIGHT OF WAY FENCE.  ROD SET TO 6-FOOT ANCHORED REFUSAL.  NOTE--ACCESS
 OU0327'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0327'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 OU0327'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0353 ***********************************************************************
 OU0353  DESIGNATION -  N 362
 OU0353  PID         -  OU0353
 OU0353  STATE/COUNTY-  WY/WESTON
 OU0353  USGS QUAD   -  CLIFTON (1951)
 OU0353
 OU0353                         *CURRENT SURVEY CONTROL
 OU0353  ___________________________________________________________________
 OU0353* NAD 83(1986)-  43 40 10.     (N)    104 07 31.     (W)     SCALED    
 OU0353* NAVD 88     -      1202.774  (meters)    3946.10   (feet)  ADJUSTED  
 OU0353  ___________________________________________________________________
 OU0353  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 OU0353  DYNAMIC HT  -        1202.266 (meters)    3944.43  (feet)  COMP
 OU0353  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 OU0353
 OU0353  VERT ORDER  -  FIRST     CLASS II
 OU0353
 OU0353.The horizontal coordinates were scaled from a topographic map and have
 OU0353.an estimated accuracy of +/- 6 seconds.
 OU0353
 OU0353.The orthometric height was determined by differential leveling
 OU0353.and adjusted by the National Geodetic Survey in June 1991..
 OU0353
 OU0353.The geoid height was determined by GEOID03.
 OU0353
 OU0353.The dynamic height is computed by dividing the NAVD 88
 OU0353.geopotential number by the normal gravity value computed on the
 OU0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0353.degrees latitude (g = 980.6199 gals.).
 OU0353
 OU0353.The modeled gravity was interpolated from observed gravity values.
 OU0353
 OU0353;                    North         East    Units  Estimated Accuracy
 OU0353;SPC WY E     -   352,550.      283,980.      MT  (+/- 180 meters Scaled)
 OU0353
 OU0353                          SUPERSEDED SURVEY CONTROL
 OU0353
 OU0353.No superseded survey control is available for this station.
 OU0353
 OU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ705355(NAD 83)
 OU0353_MARKER: I = METAL ROD
 OU0353_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0353+WITH SETTING: INFORMATION.
 OU0353_SP_SET: SHALLOW-SET METAL ROD
 OU0353_STAMPING: N 362 1985
 OU0353_MARK LOGO: NGS   
 OU0353_PROJECTION: FLUSH
 OU0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0353_ROD/PIPE-DEPTH: 2.4  meters
 OU0353
 OU0353  HISTORY     - Date     Condition        Report By
 OU0353  HISTORY     - 1985     MONUMENTED       NGS
 OU0353
 OU0353                          STATION DESCRIPTION
 OU0353
 OU0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0353'21.7 KM (13.5 MI) SOUTH FROM NEWCASTLE.
 OU0353'21.7 KM (13.55 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0353'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0353'NEWCASTLE, 2.15 KM (1.35 MI) NORTH OF THE ABANDON CLIFFTON SCHOOL
 OU0353'HOUSE, 15.1 METERS (49.5 FT) WEST OF THE HIGHWAY CENTERLINE, 9.8
 OU0353'METERS (32 FT) SOUTH OF A FENCE T JUNCTION AND 0.3 METER (1 FT) EAST
 OU0353'OF A RIGHT-OF-WAY FENCE.  ROD SET TO 8-FOOT ANCHORED REFUSAL.
 OU0353'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0353'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 OU0353'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0328 ***********************************************************************
 NR0328  DESIGNATION -  N 364
 NR0328  PID         -  NR0328
 NR0328  STATE/COUNTY-  WY/NATRONA
 NR0328  USGS QUAD   -  THE REEFS (1984)
 NR0328
 NR0328                         *CURRENT SURVEY CONTROL
 NR0328  ___________________________________________________________________
 NR0328* NAD 83(1986)-  42 53 20.     (N)    106 20 28.     (W)     SCALED    
 NR0328* NAVD 88     -      1609.996  (meters)    5282.13   (feet)  ADJUSTED  
 NR0328  ___________________________________________________________________
 NR0328  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 NR0328  DYNAMIC HT  -        1608.996 (meters)    5278.85  (feet)  COMP
 NR0328  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 NR0328
 NR0328  VERT ORDER  -  FIRST     CLASS II
 NR0328
 NR0328.The horizontal coordinates were scaled from a topographic map and have
 NR0328.an estimated accuracy of +/- 6 seconds.
 NR0328
 NR0328.The orthometric height was determined by differential leveling
 NR0328.and adjusted by the National Geodetic Survey in June 1991..
 NR0328
 NR0328.The geoid height was determined by GEOID03.
 NR0328
 NR0328.The dynamic height is computed by dividing the NAVD 88
 NR0328.geopotential number by the normal gravity value computed on the
 NR0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0328.degrees latitude (g = 980.6199 gals.).
 NR0328
 NR0328.The modeled gravity was interpolated from observed gravity values.
 NR0328
 NR0328;                    North         East    Units  Estimated Accuracy
 NR0328;SPC WYEC     -   365,790.      481,050.      MT  (+/- 180 meters Scaled)
 NR0328
 NR0328                          SUPERSEDED SURVEY CONTROL
 NR0328
 NR0328  NGVD 29 (06/08/92) 1609.126  (m)         5279.27   (f) ADJUSTED    1 2
 NR0328
 NR0328.Superseded values are not recommended for survey control.
 NR0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0328.See file dsdata.txt to determine how the superseded data were derived.
 NR0328
 NR0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH904493(NAD 83)
 NR0328_MARKER: I = METAL ROD
 NR0328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0328_SP_SET: STAINLESS STEEL ROD
 NR0328_STAMPING: N 364 1985
 NR0328_MARK LOGO: NGS   
 NR0328_PROJECTION: FLUSH
 NR0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0328_ROD/PIPE-DEPTH: 6.7  meters
 NR0328
 NR0328  HISTORY     - Date     Condition        Report By
 NR0328  HISTORY     - 1985     MONUMENTED       NGS
 NR0328  HISTORY     - 19920825 GOOD             USPSQD
 NR0328
 NR0328                          STATION DESCRIPTION
 NR0328
 NR0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NR0328'4.6 KM (2.85 MI) NORTH FROM CASPER.
 NR0328'4.55 KM (2.82 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 NR0328'IN CASPER, IN THE CENTER OF A DOUBLE WOODEN POST BRACE IN THE RIGHT OF
 NR0328'WAY FENCE, 1.04 KM (0.65 MI) SOUTH OF THE JUNCTION OF WARDWELL ROAD AT
 NR0328'EXIT 191, 29.1 METERS (95.5 FT) EAST OF THE NORTH BOUND LANES, 12.8
 NR0328'METERS (42 FT) WEST OF THE CENTER OF RANCHO ROAD, 30.5 METERS (100 FT)
 NR0328'NORTHEAST OF MILEPOST 191 AND 0.3 METER (1 FT) WEST OF THE RIGHT OF
 NR0328'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 NR0328'CAP.
 NR0328'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NR0328'THE MARK IS ABOVE LEVEL WITH THE NORTH BOUND LANES.
 NR0328
 NR0328                          STATION RECOVERY (1992)
 NR0328
 NR0328'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 NR0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1018 ***********************************************************************
 PY1018  DESIGNATION -  N 365
 PY1018  PID         -  PY1018
 PY1018  STATE/COUNTY-  WY/PARK
 PY1018  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY1018
 PY1018                         *CURRENT SURVEY CONTROL
 PY1018  ___________________________________________________________________
 PY1018* NAD 83(1986)-  44 56 50.     (N)    110 35 40.     (W)     SCALED    
 PY1018* NAVD 88     -      2024.242  (meters)    6641.20   (feet)  ADJUSTED  
 PY1018  ___________________________________________________________________
 PY1018  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY1018  DYNAMIC HT  -        2023.115 (meters)    6637.50  (feet)  COMP
 PY1018  MODELED GRAV-     979,988.2   (mgal)                       NAVD 88
 PY1018
 PY1018  VERT ORDER  -  FIRST     CLASS II
 PY1018
 PY1018.The horizontal coordinates were scaled from a topographic map and have
 PY1018.an estimated accuracy of +/- 6 seconds.
 PY1018
 PY1018.The orthometric height was determined by differential leveling
 PY1018.and adjusted by the National Geodetic Survey in June 1991..
 PY1018
 PY1018.The geoid height was determined by GEOID03.
 PY1018
 PY1018.The dynamic height is computed by dividing the NAVD 88
 PY1018.geopotential number by the normal gravity value computed on the
 PY1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1018.degrees latitude (g = 980.6199 gals.).
 PY1018
 PY1018.The modeled gravity was interpolated from observed gravity values.
 PY1018
 PY1018;                    North         East    Units  Estimated Accuracy
 PY1018;SPC WYWC     -   495,660.      454,450.      MT  (+/- 180 meters Scaled)
 PY1018
 PY1018                          SUPERSEDED SURVEY CONTROL
 PY1018
 PY1018  NGVD 29 (08/20/92) 2022.964  (m)         6637.01   (f) ADJUSTED    1 2
 PY1018
 PY1018.Superseded values are not recommended for survey control.
 PY1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1018.See file dsdata.txt to determine how the superseded data were derived.
 PY1018
 PY1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ319771(NAD 83)
 PY1018_MARKER: DB = BENCH MARK DISK
 PY1018_SETTING: 66 = SET IN ROCK OUTCROP
 PY1018_SP_SET: BEDROCK
 PY1018_STAMPING: N 365 1987
 PY1018_MARK LOGO: NGS   
 PY1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1018+STABILITY: POSITION/ELEVATION WELL
 PY1018
 PY1018  HISTORY     - Date     Condition        Report By
 PY1018  HISTORY     - 1987     MONUMENTED       NGS
 PY1018
 PY1018                          STATION DESCRIPTION
 PY1018
 PY1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1018'10.3 KM (6.40 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1018'10.8 KM (6.70 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1018'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, NEAR THE
 PY1018'CENTER OF A 3 BY 5 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 PY1018'23.7 M (77.8 FT) WEST OF THE CENTER OF AN ENTRANCE INTO A TRAIL HEAD
 PY1018'PARKING AREA, AND 6.7 M (22.0 FT) NORTH OF THE CENTERLINE OF THE
 PY1018'HIGHWAY.
 PY1018'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0997 ***********************************************************************
 PY0997  DESIGNATION -  N 366
 PY0997  PID         -  PY0997
 PY0997  STATE/COUNTY-  WY/PARK
 PY0997  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0997
 PY0997                         *CURRENT SURVEY CONTROL
 PY0997  ___________________________________________________________________
 PY0997* NAD 83(1986)-  44 48 48.     (N)    110 26 46.     (W)     SCALED    
 PY0997* NAVD 88     -      2661.738  (meters)    8732.72   (feet)  ADJUSTED  
 PY0997  ___________________________________________________________________
 PY0997  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0997  DYNAMIC HT  -        2659.899 (meters)    8726.69  (feet)  COMP
 PY0997  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 PY0997
 PY0997  VERT ORDER  -  FIRST     CLASS II
 PY0997
 PY0997.The horizontal coordinates were scaled from a topographic map and have
 PY0997.an estimated accuracy of +/- 6 seconds.
 PY0997
 PY0997.The orthometric height was determined by differential leveling
 PY0997.and adjusted by the National Geodetic Survey in June 1991..
 PY0997
 PY0997.The geoid height was determined by GEOID03.
 PY0997
 PY0997.The dynamic height is computed by dividing the NAVD 88
 PY0997.geopotential number by the normal gravity value computed on the
 PY0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0997.degrees latitude (g = 980.6199 gals.).
 PY0997
 PY0997.The modeled gravity was interpolated from observed gravity values.
 PY0997
 PY0997;                    North         East    Units  Estimated Accuracy
 PY0997;SPC WYWC     -   480,520.      465,840.      MT  (+/- 180 meters Scaled)
 PY0997
 PY0997                          SUPERSEDED SURVEY CONTROL
 PY0997
 PY0997  NGVD 29 (08/20/92) 2660.241  (m)         8727.81   (f) ADJUSTED    1 2
 PY0997
 PY0997.Superseded values are not recommended for survey control.
 PY0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0997.See file dsdata.txt to determine how the superseded data were derived.
 PY0997
 PY0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ437623(NAD 83)
 PY0997_MARKER: DB = BENCH MARK DISK
 PY0997_SETTING: 66 = SET IN ROCK OUTCROP
 PY0997_SP_SET: BEDROCK
 PY0997_STAMPING: N 366 1987
 PY0997_MARK LOGO: NGS   
 PY0997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0997+STABILITY: POSITION/ELEVATION WELL
 PY0997
 PY0997  HISTORY     - Date     Condition        Report By
 PY0997  HISTORY     - 1987     MONUMENTED       NGS
 PY0997
 PY0997                          STATION DESCRIPTION
 PY0997
 PY0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0997'12.1 KM (7.50 MI) NORTH FROM CANYON VILLAGE.
 PY0997'12.1 KM (7.50 MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0997'HIGHWAY FROM THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR
 PY0997'THE CENTER OF A 2 BY 3 FOOT AREA OF OUTCROPPING BEDROCK, 20.3 M (66.6
 PY0997'FT) SOUTH OF THE SOUTH END OF A STONE CULVERT, AND 6.5 M (21.3 FT)
 PY0997'EAST OF THE CENTERLINE OF THE HIGHWAY.
 PY0997'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0793 ***********************************************************************
 PY0793  DESIGNATION -  N 367
 PY0793  PID         -  PY0793
 PY0793  STATE/COUNTY-  WY/TETON
 PY0793  USGS QUAD   -  CRAIG PASS (1986)
 PY0793
 PY0793                         *CURRENT SURVEY CONTROL
 PY0793  ___________________________________________________________________
 PY0793* NAD 83(1986)-  44 26 51.     (N)    110 41 56.     (W)     SCALED    
 PY0793* NAVD 88     -      2433.855  (meters)    7985.07   (feet)  ADJUSTED  
 PY0793  ___________________________________________________________________
 PY0793  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 PY0793  DYNAMIC HT  -        2432.199 (meters)    7979.64  (feet)  COMP
 PY0793  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 PY0793
 PY0793  VERT ORDER  -  FIRST     CLASS II
 PY0793
 PY0793.The horizontal coordinates were scaled from a topographic map and have
 PY0793.an estimated accuracy of +/- 6 seconds.
 PY0793
 PY0793.The orthometric height was determined by differential leveling
 PY0793.and adjusted by the National Geodetic Survey in June 1991..
 PY0793
 PY0793.The geoid height was determined by GEOID03.
 PY0793
 PY0793.The dynamic height is computed by dividing the NAVD 88
 PY0793.geopotential number by the normal gravity value computed on the
 PY0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0793.degrees latitude (g = 980.6199 gals.).
 PY0793
 PY0793.The modeled gravity was interpolated from observed gravity values.
 PY0793
 PY0793;                    North         East    Units  Estimated Accuracy
 PY0793;SPC WY W     -   538,660.      751,000.      MT  (+/- 180 meters Scaled)
 PY0793
 PY0793                          SUPERSEDED SURVEY CONTROL
 PY0793
 PY0793  NGVD 29 (08/20/92) 2432.448  (m)         7980.46   (f) ADJUSTED    1 2
 PY0793
 PY0793.Superseded values are not recommended for survey control.
 PY0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0793.See file dsdata.txt to determine how the superseded data were derived.
 PY0793
 PY0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ239216(NAD 83)
 PY0793_MARKER: I = METAL ROD
 PY0793_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0793_SP_SET: STAINLESS STEEL ROD
 PY0793_STAMPING: N 367 1987
 PY0793_MARK LOGO: NGS   
 PY0793_PROJECTION: FLUSH
 PY0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0793_ROD/PIPE-DEPTH: 18.3 meters
 PY0793
 PY0793  HISTORY     - Date     Condition        Report By
 PY0793  HISTORY     - 1987     MONUMENTED       NGS
 PY0793
 PY0793                          STATION DESCRIPTION
 PY0793
 PY0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0793'13.8 KM (8.60 MI) NW FROM WEST THUMB.
 PY0793'13.8 KM (8.60 MI) WESTERLY ALONG THE MADISON JUNCTION-WEST THUMB
 PY0793'HIGHWAY FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY
 PY0793'IN WEST THUMB, 15.8 M (51.8 FT) NORTHWEST OF THE CENTERLINE OF THE
 PY0793'HIGHWAY, 9.7 M (31.8 FT) NORTHEAST OF THE CENTER OF THE MOST
 PY0793'SOUTHWESTERLY 1 OF 2 ENTRANCES TO THE DELACY PICNIC AREA, AND 5.5 M
 PY0793'(18.0 FT) NORTH OF A SIGN (PICNICKING ONLY NO OVER NIGHT CAMPING).
 PY0793'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0793'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1068 ***********************************************************************
 PY1068  DESIGNATION -  N 368
 PY1068  PID         -  PY1068
 PY1068  STATE/COUNTY-  WY/PARK
 PY1068  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1068
 PY1068                         *CURRENT SURVEY CONTROL
 PY1068  ___________________________________________________________________
 PY1068* NAD 83(1986)-  44 55 00.     (N)    110 06 26.     (W)     SCALED    
 PY1068* NAVD 88     -      2093.762  (meters)    6869.28   (feet)  ADJUSTED  
 PY1068  ___________________________________________________________________
 PY1068  GEOID HEIGHT-          -7.72  (meters)                     GEOID03
 PY1068  DYNAMIC HT  -        2092.617 (meters)    6865.53  (feet)  COMP
 PY1068  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 PY1068
 PY1068  VERT ORDER  -  FIRST     CLASS II
 PY1068
 PY1068.The horizontal coordinates were scaled from a topographic map and have
 PY1068.an estimated accuracy of +/- 6 seconds.
 PY1068
 PY1068.The orthometric height was determined by differential leveling
 PY1068.and adjusted by the National Geodetic Survey in June 1991..
 PY1068
 PY1068.The geoid height was determined by GEOID03.
 PY1068
 PY1068.The dynamic height is computed by dividing the NAVD 88
 PY1068.geopotential number by the normal gravity value computed on the
 PY1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1068.degrees latitude (g = 980.6199 gals.).
 PY1068
 PY1068.The modeled gravity was interpolated from observed gravity values.
 PY1068
 PY1068;                    North         East    Units  Estimated Accuracy
 PY1068;SPC WYWC     -   491,500.      492,840.      MT  (+/- 180 meters Scaled)
 PY1068
 PY1068                          SUPERSEDED SURVEY CONTROL
 PY1068
 PY1068  NGVD 29 (08/20/92) 2092.517  (m)         6865.20   (f) ADJUSTED    1 2
 PY1068
 PY1068.Superseded values are not recommended for survey control.
 PY1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1068.See file dsdata.txt to determine how the superseded data were derived.
 PY1068
 PY1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ704740(NAD 83)
 PY1068_MARKER: DB = BENCH MARK DISK
 PY1068_SETTING: 66 = SET IN ROCK OUTCROP
 PY1068_SP_SET: BEDROCK
 PY1068_STAMPING: N 368 1987
 PY1068_MARK LOGO: NGS   
 PY1068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1068+STABILITY: POSITION/ELEVATION WELL
 PY1068
 PY1068  HISTORY     - Date     Condition        Report By
 PY1068  HISTORY     - 1987     MONUMENTED       NGS
 PY1068
 PY1068                          STATION DESCRIPTION
 PY1068
 PY1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1068'15.8 KM (9.80 MI) SW FROM SILVER GATE.
 PY1068'15.8 KM (9.80 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1068'FROM THE PARK ENTRANCE IN SILVER GATE, IN THE NORTHWEST END OF A 7 BY
 PY1068'15 FOOT AREA OF OUTCROPPING BEDROCK ON TOP OF A HIGHWAY CUT, AT THE
 PY1068'SOUTHWEST END OF A HIGHWAY PULLOUT, 19.0 M (62.3 FT) NORTHWEST OF THE
 PY1068'CENTERLINE OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHEAST OF THE
 PY1068'NORTHWEST END OF THE OUTCROP.
 PY1068'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0822 ***********************************************************************
 PY0822  DESIGNATION -  N 369
 PY0822  PID         -  PY0822
 PY0822  STATE/COUNTY-  WY/TETON
 PY0822  USGS QUAD   -  LEWIS CANYON (1996)
 PY0822
 PY0822                         *CURRENT SURVEY CONTROL
 PY0822  ___________________________________________________________________
 PY0822* NAD 83(1986)-  44 11 32.     (N)    110 39 35.     (W)     SCALED    
 PY0822* NAVD 88     -      2306.032  (meters)    7565.71   (feet)  ADJUSTED  
 PY0822  ___________________________________________________________________
 PY0822  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0822  DYNAMIC HT  -        2304.519 (meters)    7560.74  (feet)  COMP
 PY0822  MODELED GRAV-     979,878.6   (mgal)                       NAVD 88
 PY0822
 PY0822  VERT ORDER  -  FIRST     CLASS II
 PY0822
 PY0822.The horizontal coordinates were scaled from a topographic map and have
 PY0822.an estimated accuracy of +/- 6 seconds.
 PY0822
 PY0822.The orthometric height was determined by differential leveling
 PY0822.and adjusted by the National Geodetic Survey in June 1991..
 PY0822
 PY0822.The geoid height was determined by GEOID03.
 PY0822
 PY0822.The dynamic height is computed by dividing the NAVD 88
 PY0822.geopotential number by the normal gravity value computed on the
 PY0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0822.degrees latitude (g = 980.6199 gals.).
 PY0822
 PY0822.The modeled gravity was interpolated from observed gravity values.
 PY0822
 PY0822;                    North         East    Units  Estimated Accuracy
 PY0822;SPC WY W     -   510,270.      753,920.      MT  (+/- 180 meters Scaled)
 PY0822
 PY0822                          SUPERSEDED SURVEY CONTROL
 PY0822
 PY0822  NGVD 29 (08/20/92) 2304.716  (m)         7561.39   (f) ADJUSTED    1 2
 PY0822
 PY0822.Superseded values are not recommended for survey control.
 PY0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0822.See file dsdata.txt to determine how the superseded data were derived.
 PY0822
 PY0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP271932(NAD 83)
 PY0822_MARKER: I = METAL ROD
 PY0822_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY0822+WITH SETTING: INFORMATION.
 PY0822_SP_SET: SHALLOW-SET METAL ROD
 PY0822_STAMPING: N 369 1987
 PY0822_MARK LOGO: NGS   
 PY0822_PROJECTION: FLUSH
 PY0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0822_ROD/PIPE-DEPTH: 1.2  meters
 PY0822
 PY0822  HISTORY     - Date     Condition        Report By
 PY0822  HISTORY     - 1987     MONUMENTED       NGS
 PY0822
 PY0822                          STATION DESCRIPTION
 PY0822
 PY0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0822'11.9 KM (7.40 MI) NORTH FROM FLAGG RANCH.
 PY0822'11.9 KM (7.40 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0822'FLAGG RANCH HEADQUARTERS IN FLAGG RANCH, ON TOP OF A SMALL HIGHWAY
 PY0822'CUT, 46.0 M (150.9 FT) NORTHWEST OF THE SOUTHWEST END OF A PIPE
 PY0822'CULVERT, AND 12.5 M (41.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PY0822'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PY0822'CAP.
 PY0822'THE MARK IS 0.8 M ABOVE THE  HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0297 ***********************************************************************
 PW0297  DESIGNATION -  N 37
 PW0297  PID         -  PW0297
 PW0297  STATE/COUNTY-  WY/WASHAKIE
 PW0297  USGS QUAD   -  MEADOWLARK LAKE (1993)
 PW0297
 PW0297                         *CURRENT SURVEY CONTROL
 PW0297  ___________________________________________________________________
 PW0297* NAD 83(1986)-  44 09 30.     (N)    107 09 47.     (W)     SCALED    
 PW0297* NAVD 88     -      2820.059  (meters)    9252.14   (feet)  ADJUSTED  
 PW0297  ___________________________________________________________________
 PW0297  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 PW0297  DYNAMIC HT  -        2818.313 (meters)    9246.42  (feet)  COMP
 PW0297  MODELED GRAV-     979,893.2   (mgal)                       NAVD 88
 PW0297
 PW0297  VERT ORDER  -  FIRST     CLASS II
 PW0297
 PW0297.The horizontal coordinates were scaled from a topographic map and have
 PW0297.an estimated accuracy of +/- 6 seconds.
 PW0297
 PW0297.The orthometric height was determined by differential leveling
 PW0297.and adjusted by the National Geodetic Survey in June 1991..
 PW0297
 PW0297.The geoid height was determined by GEOID03.
 PW0297
 PW0297.The dynamic height is computed by dividing the NAVD 88
 PW0297.geopotential number by the normal gravity value computed on the
 PW0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0297.degrees latitude (g = 980.6199 gals.).
 PW0297
 PW0297.The modeled gravity was interpolated from observed gravity values.
 PW0297
 PW0297;                    North         East    Units  Estimated Accuracy
 PW0297;SPC WYEC     -   506,360.      413,620.      MT  (+/- 180 meters Scaled)
 PW0297
 PW0297                          SUPERSEDED SURVEY CONTROL
 PW0297
 PW0297  NGVD 29 (??/??/92) 2819.082  (m)         9248.94   (f) ADJ UNCH    1 2
 PW0297
 PW0297.Superseded values are not recommended for survey control.
 PW0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0297.See file dsdata.txt to determine how the superseded data were derived.
 PW0297
 PW0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ270917(NAD 83)
 PW0297_MARKER: DB = BENCH MARK DISK
 PW0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0297_STAMPING: N 37 1934
 PW0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0297+STABILITY: SURFACE MOTION
 PW0297
 PW0297  HISTORY     - Date     Condition        Report By
 PW0297  HISTORY     - 1934     MONUMENTED       CGS
 PW0297  HISTORY     - 1967     MARK NOT FOUND   USGS
 PW0297
 PW0297                          STATION DESCRIPTION
 PW0297
 PW0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0297'23.7 MI NE FROM TEN SLEEP.
 PW0297'23.7 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0297'COUNTY, 4.8 MILES SOUTHWEST OF POWDER RIVER PASS, 2.7 MILES SOUTHWEST
 PW0297'OF THE WASHAKIE-JOHNSON COUNTY LINE, 0.6 MILE SOUTHWEST OF THE BRIDGE
 PW0297'OVER LEE CREEK, 28.7 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PW0297'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED N
 PW0297'37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0297
 PW0297                          STATION RECOVERY (1967)
 PW0297
 PW0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0633 ***********************************************************************
 PV0633  DESIGNATION -  N 370
 PV0633  PID         -  PV0633
 PV0633  STATE/COUNTY-  WY/CROOK
 PV0633  USGS QUAD   -  SUNDANCE EAST (1984)
 PV0633
 PV0633                         *CURRENT SURVEY CONTROL
 PV0633  ___________________________________________________________________
 PV0633* NAD 83(1986)-  44 24 53.     (N)    104 20 35.     (W)     SCALED    
 PV0633* NAVD 88     -      1409.635  (meters)    4624.78   (feet)  ADJUSTED  
 PV0633  ___________________________________________________________________
 PV0633  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 PV0633  DYNAMIC HT  -        1409.082 (meters)    4622.96  (feet)  COMP
 PV0633  MODELED GRAV-     980,175.4   (mgal)                       NAVD 88
 PV0633
 PV0633  VERT ORDER  -  FIRST     CLASS II
 PV0633
 PV0633.The horizontal coordinates were scaled from a topographic map and have
 PV0633.an estimated accuracy of +/- 6 seconds.
 PV0633
 PV0633.The orthometric height was determined by differential leveling
 PV0633.and adjusted by the National Geodetic Survey in September 1993..
 PV0633
 PV0633.The geoid height was determined by GEOID03.
 PV0633
 PV0633.The dynamic height is computed by dividing the NAVD 88
 PV0633.geopotential number by the normal gravity value computed on the
 PV0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0633.degrees latitude (g = 980.6199 gals.).
 PV0633
 PV0633.The modeled gravity was interpolated from observed gravity values.
 PV0633
 PV0633;                    North         East    Units  Estimated Accuracy
 PV0633;SPC WY E     -   435,160.      265,590.      MT  (+/- 180 meters Scaled)
 PV0633
 PV0633                          SUPERSEDED SURVEY CONTROL
 PV0633
 PV0633.No superseded survey control is available for this station.
 PV0633
 PV0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK523181(NAD 83)
 PV0633_MARKER: DV = VERTICAL CONTROL DISK
 PV0633_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0633_SP_SET: PIER
 PV0633_STAMPING: N 370 1991
 PV0633_MARK LOGO: NGS   
 PV0633_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0633+STABILITY: POSITION/ELEVATION WELL
 PV0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0633+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0633
 PV0633  HISTORY     - Date     Condition        Report By
 PV0633  HISTORY     - 1991     MONUMENTED       NGS
 PV0633
 PV0633                          STATION DESCRIPTION
 PV0633
 PV0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0633'3.0 KM (1.85 MI) EASTERLY ALONG CLEVELAND STREET FROM THE COURTHOUSE
 PV0633'IN SUNDANCE, SET VERTICALLY IN THE SOUTHWEST FACE OF THE CENTER 1 OF
 PV0633'3 CONCRETE COLUMNS OF THE MOST NORTHEASTERLY PIER OF THE EASTBOUND
 PV0633'INTERSTATE HIGHWAY 90 OVERPASS (EXIT 189) OF A PAVED ROAD LEADING TO
 PV0633'THE WYOMING PORT OF ENTRY, 175.0 M (574.1 FT) SOUTHEAST OF THE
 PV0633'CENTERLINE OF THE HIGHWAY, 7.8 M (25.6 FT) NORTHEAST OF THE
 PV0633'CENTERLINE OF THE ROAD, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 PV0633'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0085 ***********************************************************************
 PW0085  DESIGNATION -  N 38
 PW0085  PID         -  PW0085
 PW0085  STATE/COUNTY-  WY/JOHNSON
 PW0085  USGS QUAD   -  BUFFALO (1970)
 PW0085
 PW0085                         *CURRENT SURVEY CONTROL
 PW0085  ___________________________________________________________________
 PW0085* NAD 83(1986)-  44 21 09.     (N)    106 41 39.     (W)     SCALED    
 PW0085* NAVD 88     -      1401.194  (meters)    4597.08   (feet)  ADJUSTED  
 PW0085  ___________________________________________________________________
 PW0085  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 PW0085  DYNAMIC HT  -        1400.550 (meters)    4594.97  (feet)  COMP
 PW0085  MODELED GRAV-     980,110.1   (mgal)                       NAVD 88
 PW0085
 PW0085  VERT ORDER  -  FIRST     CLASS II
 PW0085
 PW0085.The horizontal coordinates were scaled from a topographic map and have
 PW0085.an estimated accuracy of +/- 6 seconds.
 PW0085
 PW0085.The orthometric height was determined by differential leveling
 PW0085.and adjusted by the National Geodetic Survey in June 1991..
 PW0085
 PW0085.The geoid height was determined by GEOID03.
 PW0085
 PW0085.The dynamic height is computed by dividing the NAVD 88
 PW0085.geopotential number by the normal gravity value computed on the
 PW0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0085.degrees latitude (g = 980.6199 gals.).
 PW0085
 PW0085.The modeled gravity was interpolated from observed gravity values.
 PW0085
 PW0085;                    North         East    Units  Estimated Accuracy
 PW0085;SPC WYEC     -   528,110.      450,960.      MT  (+/- 180 meters Scaled)
 PW0085
 PW0085                          SUPERSEDED SURVEY CONTROL
 PW0085
 PW0085  NGVD 29 (??/??/92) 1400.399  (m)         4594.48   (f) ADJ UNCH    1 2
 PW0085
 PW0085.Superseded values are not recommended for survey control.
 PW0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0085.See file dsdata.txt to determine how the superseded data were derived.
 PW0085
 PW0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK649124(NAD 83)
 PW0085_MARKER: DB = BENCH MARK DISK
 PW0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0085_STAMPING: N 38 1934
 PW0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0085+STABILITY: SURFACE MOTION
 PW0085
 PW0085  HISTORY     - Date     Condition        Report By
 PW0085  HISTORY     - 1934     MONUMENTED       CGS
 PW0085
 PW0085                          STATION DESCRIPTION
 PW0085
 PW0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0085'IN BUFFALO.
 PW0085'AT BUFFALO, JOHNSON COUNTY, 0.4 MILE NORTHEAST OF THE WYOMING RAILWAY
 PW0085'STATION, 350 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE TEXACO
 PW0085'WAREHOUSE, IN THE SOUTHWEST CORNER OF A WYE, 190 FEET NORTHEAST OF A
 PW0085'SWITCH STAND, 90.5 FEET SOUTHWEST OF THE SETTLING TANK OF THE SEWAGE
 PW0085'PLANT, 73.5 FEET EAST OF THE EAST RAIL LEADING TO THE ROUNDHOUSE, AND
 PW0085'ABOUT 50 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD
 PW0085'DISK, STAMPED N 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0106 ***********************************************************************
 PW0106  DESIGNATION -  N 39
 PW0106  PID         -  PW0106
 PW0106  STATE/COUNTY-  WY/JOHNSON
 PW0106  USGS QUAD   -  PURDY RESERVOIR (1970)
 PW0106
 PW0106                         *CURRENT SURVEY CONTROL
 PW0106  ___________________________________________________________________
 PW0106* NAD 83(1986)-  44 05 39.     (N)    106 42 48.     (W)     SCALED    
 PW0106* NAVD 88     -      1466.760  (meters)    4812.20   (feet)  ADJUSTED  
 PW0106  ___________________________________________________________________
 PW0106  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 PW0106  DYNAMIC HT  -        1466.040 (meters)    4809.83  (feet)  COMP
 PW0106  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 PW0106
 PW0106  VERT ORDER  -  SECOND    CLASS 0
 PW0106
 PW0106.The horizontal coordinates were scaled from a topographic map and have
 PW0106.an estimated accuracy of +/- 6 seconds.
 PW0106
 PW0106.The orthometric height was determined by differential leveling
 PW0106.and adjusted by the National Geodetic Survey in June 1991..
 PW0106
 PW0106.The geoid height was determined by GEOID03.
 PW0106
 PW0106.The dynamic height is computed by dividing the NAVD 88
 PW0106.geopotential number by the normal gravity value computed on the
 PW0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0106.degrees latitude (g = 980.6199 gals.).
 PW0106
 PW0106.The modeled gravity was interpolated from observed gravity values.
 PW0106
 PW0106;                    North         East    Units  Estimated Accuracy
 PW0106;SPC WYEC     -   499,400.      449,650.      MT  (+/- 180 meters Scaled)
 PW0106
 PW0106                          SUPERSEDED SURVEY CONTROL
 PW0106
 PW0106  NGVD 29 (??/??/92) 1465.936  (m)         4809.49   (f) ADJ UNCH    2 0
 PW0106
 PW0106.Superseded values are not recommended for survey control.
 PW0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0106.See file dsdata.txt to determine how the superseded data were derived.
 PW0106
 PW0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ628837(NAD 83)
 PW0106_MARKER: DB = BENCH MARK DISK
 PW0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0106_STAMPING: N 39 1934
 PW0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0106+STABILITY: SURFACE MOTION
 PW0106
 PW0106  HISTORY     - Date     Condition        Report By
 PW0106  HISTORY     - 1934     MONUMENTED       CGS
 PW0106  HISTORY     - 1970     GOOD             USGS
 PW0106
 PW0106                          STATION DESCRIPTION
 PW0106
 PW0106'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PW0106'17.8 MI S FROM BUFFALO.
 PW0106'17.8 MILES SOUTH OF P.O., BUFFALO, WYOMING, ON HIGHWAY 87 0.6 MILE
 PW0106'NORTH OF POISON CREEK, 125.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 PW0106'A SMALL BRIDGE OVER A DRAW, 49 FEET WEST OF THE CENTERLINE OF THE
 PW0106'HIGHWAY AND 1.8 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED N 39
 PW0106'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0036 ***********************************************************************
 PW0036  DESIGNATION -  N 4
 PW0036  PID         -  PW0036
 PW0036  STATE/COUNTY-  WY/SHERIDAN
 PW0036  USGS QUAD   -  CLEARMONT (1971)
 PW0036
 PW0036                         *CURRENT SURVEY CONTROL
 PW0036  ___________________________________________________________________
 PW0036* NAD 83(1986)-  44 38 24.     (N)    106 22 51.     (W)     SCALED    
 PW0036* NAVD 88     -      1195.604  (meters)    3922.58   (feet)  ADJUSTED  
 PW0036  ___________________________________________________________________
 PW0036  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 PW0036  DYNAMIC HT  -        1195.137 (meters)    3921.05  (feet)  COMP
 PW0036  MODELED GRAV-     980,185.8   (mgal)                       NAVD 88
 PW0036
 PW0036  VERT ORDER  -  FIRST     CLASS II
 PW0036
 PW0036.The horizontal coordinates were scaled from a topographic map and have
 PW0036.an estimated accuracy of +/- 6 seconds.
 PW0036
 PW0036.The orthometric height was determined by differential leveling
 PW0036.and adjusted by the National Geodetic Survey in June 1991..
 PW0036
 PW0036.The geoid height was determined by GEOID03.
 PW0036
 PW0036.The dynamic height is computed by dividing the NAVD 88
 PW0036.geopotential number by the normal gravity value computed on the
 PW0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0036.degrees latitude (g = 980.6199 gals.).
 PW0036
 PW0036.The modeled gravity was interpolated from observed gravity values.
 PW0036
 PW0036;                    North         East    Units  Estimated Accuracy
 PW0036;SPC WYEC     -   560,300.      475,570.      MT  (+/- 180 meters Scaled)
 PW0036
 PW0036                          SUPERSEDED SURVEY CONTROL
 PW0036
 PW0036  NGVD 29 (??/??/92) 1194.889  (m)         3920.23   (f) ADJ UNCH    1 2
 PW0036
 PW0036.Superseded values are not recommended for survey control.
 PW0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0036.See file dsdata.txt to determine how the superseded data were derived.
 PW0036
 PW0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK904438(NAD 83)
 PW0036_MARKER: Z = SEE DESCRIPTION
 PW0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0036_SP_SET: STONE
 PW0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0036+STABILITY: SURFACE MOTION
 PW0036
 PW0036  HISTORY     - Date     Condition        Report By
 PW0036  HISTORY     - UNK      MONUMENTED       CGS
 PW0036  HISTORY     - 1957     GOOD             NGS
 PW0036
 PW0036                          STATION DESCRIPTION
 PW0036
 PW0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0036'IN CLEARMONT.
 PW0036'0.2 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0036'THE STATION AT CLEARMONT, 139 FEET EAST OF THE EAST RAIL OF THE MAIN
 PW0036'TRACK, 23 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAYS 14 AND 16, 76
 PW0036'1/2 FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER
 PW0036'OF THE CLEARMONT LOCKER AND POST OFFICE BUILDING, AT THE SOUTHWEST
 PW0036'CORNER OF THE STREET INTERSECTION, 2 FEET EAST OF A WHITE WOODEN
 PW0036'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, THE BOTTOM
 PW0036'OF A SQUARE HOLE IN THE TOP OF A STONE POST PROJECTING 3 INCHES.
 PW0036'NOTE-- THE CORNERS ARE BROKEN OFF AND THE LETTERS USBM ARE NO LONGER
 PW0036'LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0011 ***********************************************************************
 OV0011  DESIGNATION -  N 40
 OV0011  PID         -  OV0011
 OV0011  STATE/COUNTY-  WY/JOHNSON
 OV0011  USGS QUAD   -  DUGOUT RANCH (1973)
 OV0011
 OV0011                         *CURRENT SURVEY CONTROL
 OV0011  ___________________________________________________________________
 OV0011* NAD 83(1986)-  43 30 02.     (N)    106 27 06.     (W)     SCALED    
 OV0011* NAVD 88     -      1474.214  (meters)    4836.65   (feet)  ADJUSTED  
 OV0011  ___________________________________________________________________
 OV0011  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 OV0011  DYNAMIC HT  -        1473.433 (meters)    4834.09  (feet)  COMP
 OV0011  MODELED GRAV-     980,037.9   (mgal)                       NAVD 88
 OV0011
 OV0011  VERT ORDER  -  SECOND    CLASS 0
 OV0011
 OV0011.The horizontal coordinates were scaled from a topographic map and have
 OV0011.an estimated accuracy of +/- 6 seconds.
 OV0011
 OV0011.The orthometric height was determined by differential leveling
 OV0011.and adjusted by the National Geodetic Survey in June 1991..
 OV0011
 OV0011.The geoid height was determined by GEOID03.
 OV0011
 OV0011.The dynamic height is computed by dividing the NAVD 88
 OV0011.geopotential number by the normal gravity value computed on the
 OV0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0011.degrees latitude (g = 980.6199 gals.).
 OV0011
 OV0011.The modeled gravity was interpolated from observed gravity values.
 OV0011
 OV0011;                    North         East    Units  Estimated Accuracy
 OV0011;SPC WYEC     -   433,640.      471,300.      MT  (+/- 180 meters Scaled)
 OV0011
 OV0011                          SUPERSEDED SURVEY CONTROL
 OV0011
 OV0011  NGVD 29 (??/??/92) 1473.40   (m)         4834.0    (f) COMPUTED    2 0
 OV0011
 OV0011.Superseded values are not recommended for survey control.
 OV0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0011.See file dsdata.txt to determine how the superseded data were derived.
 OV0011
 OV0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ826174(NAD 83)
 OV0011_MARKER: DB = BENCH MARK DISK
 OV0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0011_STAMPING: N 40 1934
 OV0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0011+STABILITY: SURFACE MOTION
 OV0011
 OV0011  HISTORY     - Date     Condition        Report By
 OV0011  HISTORY     - 1934     MONUMENTED       CGS
 OV0011  HISTORY     - 1946     GOOD             NGS
 OV0011  HISTORY     - 19920803 MARK NOT FOUND   NGS
 OV0011
 OV0011                          STATION DESCRIPTION
 OV0011
 OV0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0011'13.4 MI N FROM MIDWEST.
 OV0011'IN JOHNSON COUNTY, 13.4 MILES NORTH ALONG U.S. HIGHWAY 87 FROM
 OV0011'MIDWEST, NATRONA COUNTY, 0.6 MILE NORTH OF THE JOHNSON-NATRONA COUNTY
 OV0011'LINE, 97.0 FEET WEST OF THE CENTER OF THE INTERSECTION WITH A DIRT
 OV0011'CROSSROAD, 71.3 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 67.6
 OV0011'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 OV0011'STAMPED N 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OV0011
 OV0011                          STATION RECOVERY (1992)
 OV0011
 OV0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 OV0011'AREA COVERED BY INTERSTATE 25 INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0182 ***********************************************************************
 OX0182  DESIGNATION -  N 41
 OX0182  PID         -  OX0182
 OX0182  STATE/COUNTY-  WY/TETON
 OX0182  USGS QUAD   -  MORAN (1996)
 OX0182
 OX0182                         *CURRENT SURVEY CONTROL
 OX0182  ___________________________________________________________________
 OX0182* NAD 83(1986)-  43 52 24.     (N)    110 34 34.     (W)     SCALED    
 OX0182* NAVD 88     -      2073.826  (meters)    6803.88   (feet)  ADJUSTED  
 OX0182  ___________________________________________________________________
 OX0182  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 OX0182  DYNAMIC HT  -        2072.431 (meters)    6799.30  (feet)  COMP
 OX0182  MODELED GRAV-     979,872.6   (mgal)                       NAVD 88
 OX0182
 OX0182  VERT ORDER  -  SECOND    CLASS 0
 OX0182
 OX0182.The horizontal coordinates were scaled from a topographic map and have
 OX0182.an estimated accuracy of +/- 6 seconds.
 OX0182
 OX0182.The orthometric height was determined by differential leveling
 OX0182.and adjusted by the National Geodetic Survey in June 1991..
 OX0182
 OX0182.The geoid height was determined by GEOID03.
 OX0182
 OX0182.The dynamic height is computed by dividing the NAVD 88
 OX0182.geopotential number by the normal gravity value computed on the
 OX0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0182.degrees latitude (g = 980.6199 gals.).
 OX0182
 OX0182.The modeled gravity was interpolated from observed gravity values.
 OX0182
 OX0182;                    North         East    Units  Estimated Accuracy
 OX0182;SPC WY W     -   474,790.      760,400.      MT  (+/- 180 meters Scaled)
 OX0182
 OX0182                          SUPERSEDED SURVEY CONTROL
 OX0182
 OX0182  NGVD 29 (??/??/92) 2072.512  (m)         6799.57   (f) ADJ UNCH    2 0
 OX0182
 OX0182.Superseded values are not recommended for survey control.
 OX0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0182.See file dsdata.txt to determine how the superseded data were derived.
 OX0182
 OX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP340578(NAD 83)
 OX0182_MARKER: DB = BENCH MARK DISK
 OX0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0182_STAMPING: N 41 1934
 OX0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0182+STABILITY: SURFACE MOTION
 OX0182
 OX0182  HISTORY     - Date     Condition        Report By
 OX0182  HISTORY     - 1934     MONUMENTED       CGS
 OX0182  HISTORY     - 1963     GOOD             NGS
 OX0182
 OX0182                          STATION DESCRIPTION
 OX0182
 OX0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0182'1.3 MI N FROM MORAN.
 OX0182'ABOUT 1.3 MILES NORTH ALONG U.S. HIGHWAY 187 FROM THE DAM AT MORAN,
 OX0182'TETON COUNTY, IN THE CENTER OF THE WYE AT THE JUNCTION WITH U.S.
 OX0182'HIGHWAY 287, 64.0 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 287,
 OX0182'77.6 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 187, AND ABOUT
 OX0182'5.0 FEET HIGHER THAN THE HIGHWAYS.  A STANDARD DISK, STAMPED N 41 1934
 OX0182'AND SET IN THE TOP OF A CONCRETE POST.
 OX0182
 OX0182                          STATION RECOVERY (1963)
 OX0182
 OX0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OX0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0017 ***********************************************************************
 OX0017  DESIGNATION -  N 42
 OX0017  PID         -  OX0017
 OX0017  STATE/COUNTY-  WY/FREMONT
 OX0017  USGS QUAD   -  LAVA MOUNTAIN (1991)
 OX0017
 OX0017                         *CURRENT SURVEY CONTROL
 OX0017  ___________________________________________________________________
 OX0017* NAD 83(1986)-  43 44 36.     (N)    110 02 20.     (W)     SCALED    
 OX0017* NAVD 88     -      2894.648  (meters)    9496.86   (feet)  ADJUSTED  
 OX0017  ___________________________________________________________________
 OX0017  GEOID HEIGHT-          -7.82  (meters)                     GEOID03
 OX0017  DYNAMIC HT  -        2892.289 (meters)    9489.12  (feet)  COMP
 OX0017  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 OX0017
 OX0017  VERT ORDER  -  SECOND    CLASS 0
 OX0017
 OX0017.The horizontal coordinates were scaled from a topographic map and have
 OX0017.an estimated accuracy of +/- 6 seconds.
 OX0017
 OX0017.The orthometric height was determined by differential leveling
 OX0017.and adjusted by the National Geodetic Survey in June 1991..
 OX0017
 OX0017.The geoid height was determined by GEOID03.
 OX0017
 OX0017.The dynamic height is computed by dividing the NAVD 88
 OX0017.geopotential number by the normal gravity value computed on the
 OX0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0017.degrees latitude (g = 980.6199 gals.).
 OX0017
 OX0017.The modeled gravity was interpolated from observed gravity values.
 OX0017
 OX0017;                    North         East    Units  Estimated Accuracy
 OX0017;SPC WYWC     -   361,040.      496,190.      MT  (+/- 180 meters Scaled)
 OX0017
 OX0017                          SUPERSEDED SURVEY CONTROL
 OX0017
 OX0017  NGVD 29 (??/??/92) 2893.129  (m)         9491.87   (f) ADJ UNCH    2 0
 OX0017
 OX0017.Superseded values are not recommended for survey control.
 OX0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0017.See file dsdata.txt to determine how the superseded data were derived.
 OX0017
 OX0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP773438(NAD 83)
 OX0017_MARKER: DB = BENCH MARK DISK
 OX0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0017_STAMPING: N 42 1934
 OX0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0017+STABILITY: SURFACE MOTION
 OX0017
 OX0017  HISTORY     - Date     Condition        Report By
 OX0017  HISTORY     - 1934     MONUMENTED       CGS
 OX0017
 OX0017                          STATION DESCRIPTION
 OX0017
 OX0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0017'31.3 MI W FROM DUBOIS.
 OX0017'IN FREMONT COUNTY, 38.3 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM
 OX0017'AT MORAN, TETON COUNTY, 31.3 MILES WEST OF DUBOIS, FREMONT COUNTY, 2.0
 OX0017'MILES EAST OF THE TOGWOTEE PASS, AT THE EAST EDGE OF A WATER SHED,
 OX0017'29.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 4.0 FEET
 OX0017'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED N 42 1934 AND SET IN
 OX0017'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0106 ***********************************************************************
 NS0106  DESIGNATION -  N 43
 NS0106  PID         -  NS0106
 NS0106  STATE/COUNTY-  WY/SUBLETTE
 NS0106  USGS QUAD   -  JUEL SPRING (1969)
 NS0106
 NS0106                         *CURRENT SURVEY CONTROL
 NS0106  ___________________________________________________________________
 NS0106* NAD 83(1986)-  42 22 26.     (N)    109 32 50.     (W)     SCALED    
 NS0106* NAVD 88     -      2110.492  (meters)    6924.17   (feet)  ADJUSTED  
 NS0106  ___________________________________________________________________
 NS0106  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NS0106  DYNAMIC HT  -        2108.722 (meters)    6918.37  (feet)  COMP
 NS0106  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 NS0106
 NS0106  VERT ORDER  -  FIRST     CLASS II
 NS0106
 NS0106.The horizontal coordinates were scaled from a topographic map and have
 NS0106.an estimated accuracy of +/- 6 seconds.
 NS0106
 NS0106.The orthometric height was determined by differential leveling
 NS0106.and adjusted by the National Geodetic Survey in June 1991..
 NS0106
 NS0106.The geoid height was determined by GEOID03.
 NS0106
 NS0106.The dynamic height is computed by dividing the NAVD 88
 NS0106.geopotential number by the normal gravity value computed on the
 NS0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0106.degrees latitude (g = 980.6199 gals.).
 NS0106
 NS0106.The modeled gravity was interpolated from observed gravity values.
 NS0106
 NS0106;                    North         East    Units  Estimated Accuracy
 NS0106;SPC WY W     -   308,250.      844,150.      MT  (+/- 180 meters Scaled)
 NS0106
 NS0106                          SUPERSEDED SURVEY CONTROL
 NS0106
 NS0106  NGVD 29 (??/??/92) 2109.144  (m)         6919.75   (f) ADJ UNCH    1 2
 NS0106
 NS0106.Superseded values are not recommended for survey control.
 NS0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0106.See file dsdata.txt to determine how the superseded data were derived.
 NS0106
 NS0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM196923(NAD 83)
 NS0106_MARKER: DB = BENCH MARK DISK
 NS0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0106_STAMPING: N 43 1934
 NS0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0106+STABILITY: SURFACE MOTION
 NS0106
 NS0106  HISTORY     - Date     Condition        Report By
 NS0106  HISTORY     - 1934     MONUMENTED       CGS
 NS0106  HISTORY     - 1969     GOOD             USGS
 NS0106
 NS0106                          STATION DESCRIPTION
 NS0106
 NS0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0106'16.5 MI NW FROM FARSON.
 NS0106'HOTEL AT FARSON, 16.5 MILES NORTHWEST OF, ALONG US HWY 187 TO JCT. OF
 NS0106'DIRT ROAD.  HEADING EAST.  PROCEED 0.5 MILE EAST ALONG DIRT ROAD TO
 NS0106'JCT OF OLD US HWY 187.  THENCE 1.9 MILES NORTHWESTERLY ALONG OLD HWY.
 NS0106'33 FT. WEST OF CENTERLINE OF ROAD.  BRASS CAP IN TOP OF CONCRETE POST.
 NS0106'IN SW SEC 26.  T28N.  R107W, STAMPED N 43 1934.
 NS0106
 NS0106                          STATION RECOVERY (1969)
 NS0106
 NS0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NS0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0140 ***********************************************************************
 NS0140  DESIGNATION -  N 44
 NS0140  PID         -  NS0140
 NS0140  STATE/COUNTY-  WY/SUBLETTE
 NS0140  USGS QUAD   -  CORA (1964)
 NS0140
 NS0140                         *CURRENT SURVEY CONTROL
 NS0140  ___________________________________________________________________
 NS0140* NAD 83(1986)-  42 52 50.     (N)    109 58 27.     (W)     SCALED    
 NS0140* NAVD 88     -      2212.638  (meters)    7259.30   (feet)  ADJUSTED  
 NS0140  ___________________________________________________________________
 NS0140  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 NS0140  DYNAMIC HT  -        2210.839 (meters)    7253.39  (feet)  COMP
 NS0140  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 NS0140
 NS0140  VERT ORDER  -  FIRST     CLASS II
 NS0140
 NS0140.The horizontal coordinates were scaled from a topographic map and have
 NS0140.an estimated accuracy of +/- 6 seconds.
 NS0140
 NS0140.The orthometric height was determined by differential leveling
 NS0140.and adjusted by the National Geodetic Survey in June 1991..
 NS0140
 NS0140.The geoid height was determined by GEOID03.
 NS0140
 NS0140.The dynamic height is computed by dividing the NAVD 88
 NS0140.geopotential number by the normal gravity value computed on the
 NS0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0140.degrees latitude (g = 980.6199 gals.).
 NS0140
 NS0140.The modeled gravity was interpolated from observed gravity values.
 NS0140
 NS0140;                    North         East    Units  Estimated Accuracy
 NS0140;SPC WY W     -   364,390.      808,920.      MT  (+/- 180 meters Scaled)
 NS0140
 NS0140                          SUPERSEDED SURVEY CONTROL
 NS0140
 NS0140  NGVD 29 (??/??/92) 2211.208  (m)         7254.60   (f) ADJ UNCH    1 2
 NS0140
 NS0140.Superseded values are not recommended for survey control.
 NS0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0140.See file dsdata.txt to determine how the superseded data were derived.
 NS0140
 NS0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN837480(NAD 83)
 NS0140_MARKER: DB = BENCH MARK DISK
 NS0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0140_STAMPING: N 44 1934
 NS0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0140+STABILITY: SURFACE MOTION
 NS0140
 NS0140  HISTORY     - Date     Condition        Report By
 NS0140  HISTORY     - 1934     MONUMENTED       CGS
 NS0140  HISTORY     - 1964     GOOD             USGS
 NS0140
 NS0140                          STATION DESCRIPTION
 NS0140
 NS0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0140'5.8 MI NW FROM PINEDALE.
 NS0140'ABOUT 5.8 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 NS0140'AT PINEDALE, SUBLETTE COUNTY, ABOUT 5.0 MILES SOUTHEAST OF THE
 NS0140'JUNCTION WITH STATE HIGHWAY 287, AT THE JUNCTION WITH A ROAD LEADING
 NS0140'NORTH TO KENDALL AND GREEN RIVER LAKES, 41.8 FEET SOUTH OF THE SOUTH
 NS0140'HEAD WALL OF A CULVERT, 61.4 FEET SOUTH OF THE CENTER LINE OF THE
 NS0140'HIGHWAY, 21.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 2.0 FEET EAST
 NS0140'OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED N 44 1934 AND
 NS0140'SET IN THE TOP OF A CONCRETE POST.
 NS0140
 NS0140                          STATION RECOVERY (1964)
 NS0140
 NS0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NS0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0095 ***********************************************************************
 OX0095  DESIGNATION -  N 46
 OX0095  PID         -  OX0095
 OX0095  STATE/COUNTY-  WY/TETON
 OX0095  USGS QUAD   -  JACKSON (1996)
 OX0095
 OX0095                         *CURRENT SURVEY CONTROL
 OX0095  ___________________________________________________________________
 OX0095* NAD 83(1986)-  43 28 48.     (N)    110 47 57.     (W)     SCALED    
 OX0095* NAVD 88     -      1879.223  (meters)    6165.42   (feet)  ADJUSTED  
 OX0095  ___________________________________________________________________
 OX0095  GEOID HEIGHT-          -9.78  (meters)                     GEOID03
 OX0095  DYNAMIC HT  -        1877.985 (meters)    6161.36  (feet)  COMP
 OX0095  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 OX0095
 OX0095  VERT ORDER  -  FIRST     CLASS II
 OX0095
 OX0095.The horizontal coordinates were scaled from a topographic map and have
 OX0095.an estimated accuracy of +/- 6 seconds.
 OX0095
 OX0095.The orthometric height was determined by differential leveling
 OX0095.and adjusted by the National Geodetic Survey in June 1991..
 OX0095
 OX0095.The geoid height was determined by GEOID03.
 OX0095
 OX0095.The dynamic height is computed by dividing the NAVD 88
 OX0095.geopotential number by the normal gravity value computed on the
 OX0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0095.degrees latitude (g = 980.6199 gals.).
 OX0095
 OX0095.The modeled gravity was interpolated from observed gravity values.
 OX0095
 OX0095;                    North         East    Units  Estimated Accuracy
 OX0095;SPC WY W     -   431,230.      742,090.      MT  (+/- 180 meters Scaled)
 OX0095
 OX0095                          SUPERSEDED SURVEY CONTROL
 OX0095
 OX0095  NGVD 29 (??/??/92) 1877.947  (m)         6161.23   (f) ADJ UNCH    1 2
 OX0095
 OX0095.Superseded values are not recommended for survey control.
 OX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0095.See file dsdata.txt to determine how the superseded data were derived.
 OX0095
 OX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP162141(NAD 83)
 OX0095_MARKER: DB = BENCH MARK DISK
 OX0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0095_STAMPING: N 46 1934
 OX0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0095+STABILITY: SURFACE MOTION
 OX0095
 OX0095  HISTORY     - Date     Condition        Report By
 OX0095  HISTORY     - 1934     MONUMENTED       CGS
 OX0095  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0095
 OX0095                          STATION DESCRIPTION
 OX0095
 OX0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0095'2.3 MI W FROM JACKSON.
 OX0095'2.3 MILES WEST ALONG STATE HIGHWAY 22 FROM JACKSON, TETON COUNTY,
 OX0095'ABOUT 0.8 MILE WEST OF THE JUNCTION WITH U.S. HIGHWAY 187, 62.0 FEET
 OX0095'SOUTHWEST OF THE CENTER OF THE INTERSECTION WITH A T-ROAD LEADING
 OX0095'NORTH, 55.0 FEET SOUTHEAST OF A CULVERT FOR AN IRRIGATION DITCH, 38.0
 OX0095'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1.8 FEET NORTH OF A
 OX0095'FENCE.  A STANDARD DISK, STAMPED N 46 1934 AND SET IN THE TOP OF A
 OX0095'CONCRETE POST.  NOTE-- THERE HAS BEEN NEW ROAD WORK IN THIS AREA AND
 OX0095'ROAD HAS BEEN CHANGED.
 OX0095
 OX0095                          STATION RECOVERY (1963)
 OX0095
 OX0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0123 ***********************************************************************
 OW0123  DESIGNATION -  N 47
 OW0123  PID         -  OW0123
 OW0123  STATE/COUNTY-  WY/FREMONT
 OW0123  USGS QUAD   -  BURRIS (1993)
 OW0123
 OW0123                         *CURRENT SURVEY CONTROL
 OW0123  ___________________________________________________________________
 OW0123* NAD 83(1986)-  43 21 23.     (N)    109 16 32.     (W)     SCALED    
 OW0123* NAVD 88     -      1913.061  (meters)    6276.43   (feet)  ADJUSTED  
 OW0123  ___________________________________________________________________
 OW0123  GEOID HEIGHT-          -9.30  (meters)                     GEOID03
 OW0123  DYNAMIC HT  -        1911.805 (meters)    6272.31  (feet)  COMP
 OW0123  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 OW0123
 OW0123  VERT ORDER  -  SECOND    CLASS 0
 OW0123
 OW0123.The horizontal coordinates were scaled from a topographic map and have
 OW0123.an estimated accuracy of +/- 6 seconds.
 OW0123
 OW0123.The orthometric height was determined by differential leveling
 OW0123.and adjusted by the National Geodetic Survey in June 1991..
 OW0123
 OW0123.The geoid height was determined by GEOID03.
 OW0123
 OW0123.The dynamic height is computed by dividing the NAVD 88
 OW0123.geopotential number by the normal gravity value computed on the
 OW0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0123.degrees latitude (g = 980.6199 gals.).
 OW0123
 OW0123.The modeled gravity was interpolated from observed gravity values.
 OW0123
 OW0123;                    North         East    Units  Estimated Accuracy
 OW0123;SPC WYWC     -   317,380.      557,400.      MT  (+/- 180 meters Scaled)
 OW0123
 OW0123                          SUPERSEDED SURVEY CONTROL
 OW0123
 OW0123  NGVD 29 (??/??/92) 1911.983  (m)         6272.90   (f) ADJ UNCH    2 0
 OW0123
 OW0123.Superseded values are not recommended for survey control.
 OW0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0123.See file dsdata.txt to determine how the superseded data were derived.
 OW0123
 OW0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP397018(NAD 83)
 OW0123_MARKER: DB = BENCH MARK DISK
 OW0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0123_SP_SET: CULVERT
 OW0123_STAMPING: N 47 1934
 OW0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0123
 OW0123  HISTORY     - Date     Condition        Report By
 OW0123  HISTORY     - 1934     MONUMENTED       CGS
 OW0123
 OW0123                          STATION DESCRIPTION
 OW0123
 OW0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0123'26.7 MI E FROM DUBOIS.
 OW0123'ABOUT 26.7 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0123'DUBOIS, FREMONT COUNTY, ABOUT 1.2 MILES EAST OF THE POST OFFICE AT
 OW0123'BURRIS, ABOUT 7.1 MILES WEST OF THE BRIDGE OVER MEADOW CREEK, ABOUT
 OW0123'1.3 MILES EAST OF LITTLE DRY CREEK, 87.4 FEET SOUTHWEST OF POLE 1774,
 OW0123'AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEAD WALL, AND 13.2
 OW0123'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 OW0123'STAMPED N 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0099 ***********************************************************************
 OW0099  DESIGNATION -  N 48
 OW0099  PID         -  OW0099
 OW0099  STATE/COUNTY-  WY/FREMONT
 OW0099  USGS QUAD   -  PAVILLION SE (1978)
 OW0099
 OW0099                         *CURRENT SURVEY CONTROL
 OW0099  ___________________________________________________________________
 OW0099* NAD 83(1986)-  43 06 57.     (N)    108 34 25.     (W)     SCALED    
 OW0099* NAVD 88     -      1654.780  (meters)    5429.06   (feet)  ADJUSTED  
 OW0099  ___________________________________________________________________
 OW0099  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 OW0099  DYNAMIC HT  -        1653.666 (meters)    5425.40  (feet)  COMP
 OW0099  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 OW0099
 OW0099  VERT ORDER  -  SECOND    CLASS 0
 OW0099
 OW0099.The horizontal coordinates were scaled from a topographic map and have
 OW0099.an estimated accuracy of +/- 6 seconds.
 OW0099
 OW0099.The orthometric height was determined by differential leveling
 OW0099.and adjusted by the National Geodetic Survey in June 1991..
 OW0099
 OW0099.The geoid height was determined by GEOID03.
 OW0099
 OW0099.The dynamic height is computed by dividing the NAVD 88
 OW0099.geopotential number by the normal gravity value computed on the
 OW0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0099.degrees latitude (g = 980.6199 gals.).
 OW0099
 OW0099.The modeled gravity was interpolated from observed gravity values.
 OW0099
 OW0099;                    North         East    Units  Estimated Accuracy
 OW0099;SPC WYWC     -   290,540.      614,360.      MT  (+/- 180 meters Scaled)
 OW0099
 OW0099                          SUPERSEDED SURVEY CONTROL
 OW0099
 OW0099  NGVD 29 (??/??/92) 1653.757  (m)         5425.70   (f) ADJ UNCH    2 0
 OW0099
 OW0099.Superseded values are not recommended for survey control.
 OW0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0099.See file dsdata.txt to determine how the superseded data were derived.
 OW0099
 OW0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN974765(NAD 83)
 OW0099_MARKER: DB = BENCH MARK DISK
 OW0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0099_SP_SET: CULVERT
 OW0099_STAMPING: N 48 1934
 OW0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0099
 OW0099  HISTORY     - Date     Condition        Report By
 OW0099  HISTORY     - 1934     MONUMENTED       CGS
 OW0099
 OW0099                          STATION DESCRIPTION
 OW0099
 OW0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0099'71.4 MI E FROM DUBOIS.
 OW0099'ABOUT 71.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0099'DUBOIS, FREMONT COUNTY, ABOUT 11.6 MILES WEST OF RIVERTON, 28.2 FEET
 OW0099'WEST OF THE CENTER LINE OF A SIDE ROAD, AT A CONCRETE CULVERT, IN THE
 OW0099'TOP OF THE SOUTH HEAD WALL, 14.4 FEET SOUTH OF THE CENTER LINE OF THE
 OW0099'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED N
 OW0099'48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0106 ***********************************************************************
 OW0106  DESIGNATION -  N 49
 OW0106  PID         -  OW0106
 OW0106  STATE/COUNTY-  WY/HOT SPRINGS
 OW0106  USGS QUAD   -  GLOIN RESERVOIR (1985)
 OW0106
 OW0106                         *CURRENT SURVEY CONTROL
 OW0106  ___________________________________________________________________
 OW0106* NAD 83(1986)-  43 50 28.     (N)    108 28 20.     (W)     SCALED    
 OW0106* NAVD 88     -      1509.824  (meters)    4953.48   (feet)  ADJUSTED  
 OW0106  ___________________________________________________________________
 OW0106  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 OW0106  DYNAMIC HT  -        1508.998 (meters)    4950.77  (feet)  COMP
 OW0106  MODELED GRAV-     980,019.1   (mgal)                       NAVD 88
 OW0106
 OW0106  VERT ORDER  -  SECOND    CLASS 0
 OW0106
 OW0106.The horizontal coordinates were scaled from a topographic map and have
 OW0106.an estimated accuracy of +/- 6 seconds.
 OW0106
 OW0106.The orthometric height was determined by differential leveling
 OW0106.and adjusted by the National Geodetic Survey in June 1991..
 OW0106
 OW0106.The geoid height was determined by GEOID03.
 OW0106
 OW0106.The dynamic height is computed by dividing the NAVD 88
 OW0106.geopotential number by the normal gravity value computed on the
 OW0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0106.degrees latitude (g = 980.6199 gals.).
 OW0106
 OW0106.The modeled gravity was interpolated from observed gravity values.
 OW0106
 OW0106;                    North         East    Units  Estimated Accuracy
 OW0106;SPC WYWC     -   371,130.      622,340.      MT  (+/- 180 meters Scaled)
 OW0106
 OW0106                          SUPERSEDED SURVEY CONTROL
 OW0106
 OW0106  NGVD 29 (??/??/92) 1508.880  (m)         4950.38   (f) ADJ UNCH    2 0
 OW0106
 OW0106.Superseded values are not recommended for survey control.
 OW0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0106.See file dsdata.txt to determine how the superseded data were derived.
 OW0106
 OW0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP032573(NAD 83)
 OW0106_MARKER: DB = BENCH MARK DISK
 OW0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0106_STAMPING: N 49 1934
 OW0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0106+STABILITY: SURFACE MOTION
 OW0106
 OW0106  HISTORY     - Date     Condition        Report By
 OW0106  HISTORY     - 1934     MONUMENTED       CGS
 OW0106
 OW0106                          STATION DESCRIPTION
 OW0106
 OW0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0106'31.6 MI NW FROM THERMOPOLIS.
 OW0106'ABOUT 31.6 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0106'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 9.2 MILES NORTHEAST
 OW0106'OF THE POST OFFICE AT HAMILTON DOME, ABOUT 0.1 MILE SOUTHWEST OF A
 OW0106'BRIDGE OVER A CREEK, ABOUT 200 FEET NORTHEAST OF THE JUNCTION OF A
 OW0106'ROAD LEADING SOUTHEAST TO A RANCH HOUSE, 37 FEET SOUTHEAST OF THE
 OW0106'CENTER LINE OF THE HIGHWAY, AND 12 FEET NORTHWEST OF AN ABANDONED
 OW0106'IRRIGATION DITCH.  A STANDARD DISK, STAMPED N 49 1934 AND SET IN THE
 OW0106'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0027 ***********************************************************************
 NT0027  DESIGNATION -  N 50
 NT0027  PID         -  NT0027
 NT0027  STATE/COUNTY-  WY/SUBLETTE
 NT0027  USGS QUAD   -  MILLESON DRAW (1969)
 NT0027
 NT0027                         *CURRENT SURVEY CONTROL
 NT0027  ___________________________________________________________________
 NT0027* NAD 83(1986)-  42 29 48.     (N)    110 06 19.     (W)     SCALED    
 NT0027* NAVD 88     -      2081.443  (meters)    6828.87   (feet)  ADJUSTED  
 NT0027  ___________________________________________________________________
 NT0027  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 NT0027  DYNAMIC HT  -        2079.747 (meters)    6823.30  (feet)  COMP
 NT0027  MODELED GRAV-     979,732.2   (mgal)                       NAVD 88
 NT0027
 NT0027  VERT ORDER  -  SECOND    CLASS 0
 NT0027
 NT0027.The horizontal coordinates were scaled from a topographic map and have
 NT0027.an estimated accuracy of +/- 6 seconds.
 NT0027
 NT0027.The orthometric height was determined by differential leveling
 NT0027.and adjusted by the National Geodetic Survey in June 1991..
 NT0027
 NT0027.The geoid height was determined by GEOID03.
 NT0027
 NT0027.The dynamic height is computed by dividing the NAVD 88
 NT0027.geopotential number by the normal gravity value computed on the
 NT0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0027.degrees latitude (g = 980.6199 gals.).
 NT0027
 NT0027.The modeled gravity was interpolated from observed gravity values.
 NT0027
 NT0027;                    North         East    Units  Estimated Accuracy
 NT0027;SPC WY W     -   321,740.      798,200.      MT  (+/- 180 meters Scaled)
 NT0027
 NT0027                          SUPERSEDED SURVEY CONTROL
 NT0027
 NT0027  NGVD 29 (??/??/92) 2080.061  (m)         6824.33   (f) ADJ UNCH    2 0
 NT0027
 NT0027.Superseded values are not recommended for survey control.
 NT0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0027.See file dsdata.txt to determine how the superseded data were derived.
 NT0027
 NT0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN735053(NAD 83)
 NT0027_MARKER: DB = BENCH MARK DISK
 NT0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0027_STAMPING: N 50 1934
 NT0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0027+STABILITY: SURFACE MOTION
 NT0027
 NT0027  HISTORY     - Date     Condition        Report By
 NT0027  HISTORY     - 1934     MONUMENTED       CGS
 NT0027  HISTORY     - 1969     GOOD             USGS
 NT0027
 NT0027                          STATION DESCRIPTION
 NT0027
 NT0027'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NT0027'3.1 MI S FROM BIG PINEY.
 NT0027'3.1 MILES SOUTH ALONG STATE HIGHWAY 189, TOP OF A CUT, 325 FEET SOUTH
 NT0027'OF A T-RANCH ROAD WEST, 69 FEET WEST OF THE HIGHWAY CENTERLINE, 40
 NT0027'FEET NORTH OF A T-FENCE WEST AND A BRASS CAP 1/4 CORNER, 1 FOOT EAST
 NT0027'OF A ROW FENCE, DISK IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0030 ***********************************************************************
 MR0030  DESIGNATION -  N 51
 MR0030  PID         -  MR0030
 MR0030  STATE/COUNTY-  WY/LINCOLN
 MR0030  USGS QUAD   -  GRAHAM RESERVOIR (1980)
 MR0030
 MR0030                         *CURRENT SURVEY CONTROL
 MR0030  ___________________________________________________________________
 MR0030* NAD 83(1986)-  41 55 17.     (N)    110 17 35.     (W)     SCALED    
 MR0030* NAVD 88     -      2085.270  (meters)    6841.42   (feet)  ADJUSTED  
 MR0030  ___________________________________________________________________
 MR0030  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MR0030  DYNAMIC HT  -        2083.491 (meters)    6835.59  (feet)  COMP
 MR0030  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 MR0030
 MR0030  VERT ORDER  -  SECOND    CLASS 0
 MR0030
 MR0030.The horizontal coordinates were scaled from a topographic map and have
 MR0030.an estimated accuracy of +/- 6 seconds.
 MR0030
 MR0030.The orthometric height was determined by differential leveling
 MR0030.and adjusted by the National Geodetic Survey in June 1991..
 MR0030
 MR0030.The geoid height was determined by GEOID03.
 MR0030
 MR0030.The dynamic height is computed by dividing the NAVD 88
 MR0030.geopotential number by the normal gravity value computed on the
 MR0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0030.degrees latitude (g = 980.6199 gals.).
 MR0030
 MR0030.The modeled gravity was interpolated from observed gravity values.
 MR0030
 MR0030;                    North         East    Units  Estimated Accuracy
 MR0030;SPC WY W     -   257,870.      782,600.      MT  (+/- 180 meters Scaled)
 MR0030
 MR0030                          SUPERSEDED SURVEY CONTROL
 MR0030
 MR0030  NGVD 29 (??/??/92) 2083.87   (m)         6836.8    (f) COMPUTED    2 0
 MR0030
 MR0030.Superseded values are not recommended for survey control.
 MR0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0030.See file dsdata.txt to determine how the superseded data were derived.
 MR0030
 MR0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM586412(NAD 83)
 MR0030_MARKER: DB = BENCH MARK DISK
 MR0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0030_SP_SET: CULVERT
 MR0030_STAMPING: N 51 1934
 MR0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0030
 MR0030  HISTORY     - Date     Condition        Report By
 MR0030  HISTORY     - 1934     MONUMENTED       CGS
 MR0030
 MR0030                          STATION DESCRIPTION
 MR0030
 MR0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0030'18.9 MI NE FROM KEMMERER.
 MR0030'ABOUT 22.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 89 FROM NAMES HILL,
 MR0030'LINCOLN COUNTY, ABOUT 18.9 MILES NORTHEAST OF THE POST OFFICE AT
 MR0030'KEMMERER, LINCOLN COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF THE
 MR0030'TOP OF THE WEST HEAD WALL, AND 13.2 FEET WEST OF THE CENTER LINE OF
 MR0030'THE HIGHWAY.  A STANDARD DISK, STAMPED N 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0045 ***********************************************************************
 MR0045  DESIGNATION -  N 52
 MR0045  PID         -  MR0045
 MR0045  STATE/COUNTY-  WY/LINCOLN
 MR0045  USGS QUAD   -  COW HOLLOW CREEK (1969)
 MR0045
 MR0045                         *CURRENT SURVEY CONTROL
 MR0045  ___________________________________________________________________
 MR0045* NAD 83(1986)-  41 46 44.     (N)    110 13 43.     (W)     SCALED    
 MR0045* NAVD 88     -      2002.613  (meters)    6570.24   (feet)  ADJUSTED  
 MR0045  ___________________________________________________________________
 MR0045  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 MR0045  DYNAMIC HT  -        2000.892 (meters)    6564.59  (feet)  COMP
 MR0045  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 MR0045
 MR0045  VERT ORDER  -  SECOND    CLASS 0
 MR0045
 MR0045.The horizontal coordinates were scaled from a topographic map and have
 MR0045.an estimated accuracy of +/- 6 seconds.
 MR0045
 MR0045.The orthometric height was determined by differential leveling
 MR0045.and adjusted by the National Geodetic Survey in June 1991..
 MR0045
 MR0045.The geoid height was determined by GEOID03.
 MR0045
 MR0045.The dynamic height is computed by dividing the NAVD 88
 MR0045.geopotential number by the normal gravity value computed on the
 MR0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0045.degrees latitude (g = 980.6199 gals.).
 MR0045
 MR0045.The modeled gravity was interpolated from observed gravity values.
 MR0045
 MR0045;                    North         East    Units  Estimated Accuracy
 MR0045;SPC WY W     -   242,030.      787,920.      MT  (+/- 180 meters Scaled)
 MR0045
 MR0045                          SUPERSEDED SURVEY CONTROL
 MR0045
 MR0045  NGVD 29 (??/??/92) 2001.250  (m)         6565.77   (f) ADJ UNCH    2 0
 MR0045
 MR0045.Superseded values are not recommended for survey control.
 MR0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0045.See file dsdata.txt to determine how the superseded data were derived.
 MR0045
 MR0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM641255(NAD 83)
 MR0045_MARKER: DB = BENCH MARK DISK
 MR0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0045_STAMPING: N 52 1934
 MR0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0045+STABILITY: SURFACE MOTION
 MR0045
 MR0045  HISTORY     - Date     Condition        Report By
 MR0045  HISTORY     - 1934     MONUMENTED       CGS
 MR0045  HISTORY     - 1958     GOOD             NGS
 MR0045
 MR0045                          STATION DESCRIPTION
 MR0045
 MR0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0045'4.9 MI E FROM OPAL.
 MR0045'ABOUT 4.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0045'AT OPAL, LINCOLN COUNTY, ABOUT 2,520 FEET EAST OF MILEPOST 20, AT A
 MR0045'COUNTRY-ROAD CROSSING, 92 FEET NORTH OF THE NORTH RAIL, 13.9 FEET WEST
 MR0045'OF THE CENTER OF A GATE, AND 2.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 MR0045'A STANDARD DISK, STAMPED N 52 1934 AND SET IN THE TOP OF A CONCRETE
 MR0045'POST.
 MR0045
 MR0045                          STATION RECOVERY (1958)
 MR0045
 MR0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MR0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0118 ***********************************************************************
 OU0118  DESIGNATION -  N 53
 OU0118  PID         -  OU0118
 OU0118  STATE/COUNTY-  WY/NIOBRARA
 OU0118  USGS QUAD   -  REDBIRD (1981)
 OU0118
 OU0118                         *CURRENT SURVEY CONTROL
 OU0118  ___________________________________________________________________
 OU0118* NAD 83(1986)-  43 07 36.     (N)    104 21 10.     (W)     SCALED    
 OU0118* NAVD 88     -      1246.831  (meters)    4090.64   (feet)  ADJUSTED  
 OU0118  ___________________________________________________________________
 OU0118  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 OU0118  DYNAMIC HT  -        1246.220 (meters)    4088.64  (feet)  COMP
 OU0118  MODELED GRAV-     980,086.5   (mgal)                       NAVD 88
 OU0118
 OU0118  VERT ORDER  -  SECOND    CLASS 0
 OU0118
 OU0118.The horizontal coordinates were scaled from a topographic map and have
 OU0118.an estimated accuracy of +/- 6 seconds.
 OU0118
 OU0118.The orthometric height was determined by differential leveling
 OU0118.and adjusted by the National Geodetic Survey in June 1991..
 OU0118
 OU0118.The geoid height was determined by GEOID03.
 OU0118
 OU0118.The dynamic height is computed by dividing the NAVD 88
 OU0118.geopotential number by the normal gravity value computed on the
 OU0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0118.degrees latitude (g = 980.6199 gals.).
 OU0118
 OU0118.The modeled gravity was interpolated from observed gravity values.
 OU0118
 OU0118;                    North         East    Units  Estimated Accuracy
 OU0118;SPC WY E     -   292,050.      266,230.      MT  (+/- 180 meters Scaled)
 OU0118
 OU0118                          SUPERSEDED SURVEY CONTROL
 OU0118
 OU0118  NGVD 29 (??/??/92) 1246.174  (m)         4088.49   (f) ADJ UNCH    2 0
 OU0118
 OU0118.Superseded values are not recommended for survey control.
 OU0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0118.See file dsdata.txt to determine how the superseded data were derived.
 OU0118
 OU0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH526750(NAD 83)
 OU0118_MARKER: DB = BENCH MARK DISK
 OU0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0118_STAMPING: N 53 1934
 OU0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0118+STABILITY: SURFACE MOTION
 OU0118
 OU0118  HISTORY     - Date     Condition        Report By
 OU0118  HISTORY     - 1934     MONUMENTED       CGS
 OU0118
 OU0118                          STATION DESCRIPTION
 OU0118
 OU0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0118'27.4 MI N FROM LUSK.
 OU0118'27.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 OU0118'AT LUSK, NIOBRARA COUNTY, 2.4 MILES NORTH OF THE JUNCTION OF THE
 OU0118'ROAD LEADING TO LANCE CREEK, AT STATION 562+00, 48.5 FEET WEST
 OU0118'OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET EAST OF THE
 OU0118'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 53 1934 AND SET
 OU0118'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0096 ***********************************************************************
 OU0096  DESIGNATION -  N 54
 OU0096  PID         -  OU0096
 OU0096  STATE/COUNTY-  WY/NIOBRARA
 OU0096  USGS QUAD   -  TELEPHONE DRAW (1981)
 OU0096
 OU0096                         *CURRENT SURVEY CONTROL
 OU0096  ___________________________________________________________________
 OU0096* NAD 83(1986)-  43 04 27.     (N)    104 28 28.     (W)     SCALED    
 OU0096* NAVD 88     -      1335.096  (meters)    4380.23   (feet)  ADJUSTED  
 OU0096  ___________________________________________________________________
 OU0096  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 OU0096  DYNAMIC HT  -        1334.417 (meters)    4378.00  (feet)  COMP
 OU0096  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 OU0096
 OU0096  VERT ORDER  -  SECOND    CLASS 0
 OU0096
 OU0096.The horizontal coordinates were scaled from a topographic map and have
 OU0096.an estimated accuracy of +/- 6 seconds.
 OU0096
 OU0096.The orthometric height was determined by differential leveling
 OU0096.and adjusted by the National Geodetic Survey in June 1991..
 OU0096
 OU0096.The geoid height was determined by GEOID03.
 OU0096
 OU0096.The dynamic height is computed by dividing the NAVD 88
 OU0096.geopotential number by the normal gravity value computed on the
 OU0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0096.degrees latitude (g = 980.6199 gals.).
 OU0096
 OU0096.The modeled gravity was interpolated from observed gravity values.
 OU0096
 OU0096;                    North         East    Units  Estimated Accuracy
 OU0096;SPC WY E     -   286,130.      256,370.      MT  (+/- 180 meters Scaled)
 OU0096
 OU0096                          SUPERSEDED SURVEY CONTROL
 OU0096
 OU0096  NGVD 29 (??/??/92) 1334.412  (m)         4377.98   (f) ADJ UNCH    2 0
 OU0096
 OU0096.Superseded values are not recommended for survey control.
 OU0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0096.See file dsdata.txt to determine how the superseded data were derived.
 OU0096
 OU0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH427691(NAD 83)
 OU0096_MARKER: DB = BENCH MARK DISK
 OU0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0096_STAMPING: N 54 1934
 OU0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0096+STABILITY: SURFACE MOTION
 OU0096
 OU0096  HISTORY     - Date     Condition        Report By
 OU0096  HISTORY     - 1934     MONUMENTED       CGS
 OU0096  HISTORY     - 1957     GOOD             NGS
 OU0096
 OU0096                          STATION DESCRIPTION
 OU0096
 OU0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0096'32.2 MI N FROM LUSK.
 OU0096'25.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0096'LUSK, THENCE 3.0 MILES WEST ALONG A TRACK ROAD, THENCE 4.2 MILES
 OU0096'SOUTHWEST ALONG A TRACK ROAD, AT THE TOP OF A HILL, 0.3 MILE
 OU0096'EAST OF A FENCE LEADING NORTH, 80 FEET SOUTH OF AN EAST AND
 OU0096'WEST FENCE, 49 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD,
 OU0096'1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 OU0096'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF
 OU0096'SECTION 19, TOWNSHIP 36 NORTH, RANGE 63 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0080 ***********************************************************************
 OU0080  DESIGNATION -  N 55
 OU0080  PID         -  OU0080
 OU0080  STATE/COUNTY-  WY/WESTON
 OU0080  USGS QUAD   -  OSAGE SE (1979)
 OU0080
 OU0080                         *CURRENT SURVEY CONTROL
 OU0080  ___________________________________________________________________
 OU0080* NAD 83(1986)-  43 48 54.     (N)    104 16 49.     (W)     SCALED    
 OU0080* NAVD 88     -      1221.427  (meters)    4007.30   (feet)  ADJUSTED  
 OU0080  ___________________________________________________________________
 OU0080  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 OU0080  DYNAMIC HT  -        1220.892 (meters)    4005.54  (feet)  COMP
 OU0080  MODELED GRAV-     980,139.2   (mgal)                       NAVD 88
 OU0080
 OU0080  VERT ORDER  -  SECOND    CLASS 0
 OU0080
 OU0080.The horizontal coordinates were scaled from a topographic map and have
 OU0080.an estimated accuracy of +/- 6 seconds.
 OU0080
 OU0080.The orthometric height was determined by differential leveling
 OU0080.and adjusted by the National Geodetic Survey in June 1991..
 OU0080
 OU0080.The geoid height was determined by GEOID03.
 OU0080
 OU0080.The dynamic height is computed by dividing the NAVD 88
 OU0080.geopotential number by the normal gravity value computed on the
 OU0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0080.degrees latitude (g = 980.6199 gals.).
 OU0080
 OU0080.The modeled gravity was interpolated from observed gravity values.
 OU0080
 OU0080;                    North         East    Units  Estimated Accuracy
 OU0080;SPC WY E     -   368,580.      271,310.      MT  (+/- 180 meters Scaled)
 OU0080
 OU0080                          SUPERSEDED SURVEY CONTROL
 OU0080
 OU0080  NGVD 29 (??/??/92) 1220.783  (m)         4005.19   (f) ADJ UNCH    2 0
 OU0080
 OU0080.Superseded values are not recommended for survey control.
 OU0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0080.See file dsdata.txt to determine how the superseded data were derived.
 OU0080
 OU0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ578515(NAD 83)
 OU0080_MARKER: DB = BENCH MARK DISK
 OU0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OU0080_SP_SET: BRIDGE
 OU0080_STAMPING: N 55 1934
 OU0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0080
 OU0080  HISTORY     - Date     Condition        Report By
 OU0080  HISTORY     - 1934     MONUMENTED       CGS
 OU0080  HISTORY     - 1957     MARK NOT FOUND   NGS
 OU0080
 OU0080                          STATION DESCRIPTION
 OU0080
 OU0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0080'5 MI SW FROM NEWCASTLE.
 OU0080'2 MILES WEST ALONG U.S. HIGHWAY 16 FROM NEWCASTLE, WESTON COUNTY,
 OU0080'3 MILES SOUTH ALONG THE ROAD LEADING TO HAMPSHIRE, OPPOSITE THE
 OU0080'WEST END OF THE BRIDGE OVER LITTLE OIL CREEK, 29 FEET SOUTH OF THE
 OU0080'CENTERLINE OF THE ROAD, AND 3 FEET NORTH OF A FENCE.  NOTE-- THE
 OU0080'DITCH IN THE VICINITY OF THE BRIDGE SEEMS TO HAVE BEEN WIDENED
 OU0080'AND IT IS PROBABLE THAT THE MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0126 ***********************************************************************
 OU0126  DESIGNATION -  N 56
 OU0126  PID         -  OU0126
 OU0126  STATE/COUNTY-  WY/CONVERSE
 OU0126  USGS QUAD   -  WAGONHOUND CREEK (1981)
 OU0126
 OU0126                         *CURRENT SURVEY CONTROL
 OU0126  ___________________________________________________________________
 OU0126* NAD 83(1986)-  43 29 41.     (N)    104 54 42.     (W)     SCALED    
 OU0126* NAVD 88     -      1307.752  (meters)    4290.52   (feet)  ADJUSTED  
 OU0126  ___________________________________________________________________
 OU0126  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 OU0126  DYNAMIC HT  -        1307.095 (meters)    4288.36  (feet)  COMP
 OU0126  MODELED GRAV-     980,072.4   (mgal)                       NAVD 88
 OU0126
 OU0126  VERT ORDER  -  SECOND    CLASS 0
 OU0126
 OU0126.The horizontal coordinates were scaled from a topographic map and have
 OU0126.an estimated accuracy of +/- 6 seconds.
 OU0126
 OU0126.The orthometric height was determined by differential leveling
 OU0126.and adjusted by the National Geodetic Survey in June 1991..
 OU0126
 OU0126.The geoid height was determined by GEOID03.
 OU0126
 OU0126.The dynamic height is computed by dividing the NAVD 88
 OU0126.geopotential number by the normal gravity value computed on the
 OU0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0126.degrees latitude (g = 980.6199 gals.).
 OU0126
 OU0126.The modeled gravity was interpolated from observed gravity values.
 OU0126
 OU0126;                    North         East    Units  Estimated Accuracy
 OU0126;SPC WY E     -   332,640.      220,620.      MT  (+/- 180 meters Scaled)
 OU0126
 OU0126                          SUPERSEDED SURVEY CONTROL
 OU0126
 OU0126  NGVD 29 (??/??/92) 1307.021  (m)         4288.12   (f) ADJ UNCH    2 0
 OU0126
 OU0126.Superseded values are not recommended for survey control.
 OU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0126.See file dsdata.txt to determine how the superseded data were derived.
 OU0126
 OU0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ071157(NAD 83)
 OU0126_MARKER: DB = BENCH MARK DISK
 OU0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0126_STAMPING: N 56 1934
 OU0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0126+STABILITY: SURFACE MOTION
 OU0126
 OU0126  HISTORY     - Date     Condition        Report By
 OU0126  HISTORY     - 1934     MONUMENTED       CGS
 OU0126  HISTORY     - 1975     GOOD             USGS
 OU0126
 OU0126                          STATION DESCRIPTION
 OU0126
 OU0126'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 OU0126'7.6 MI NE FROM DULL CENTER.
 OU0126'DULL CENTER ROAD AND CHEYENNE RIVER CROSSING ABOUT 41 MILES,
 OU0126'AIRLINE, SOUTHWEST OF NEWCASTLE, WESTON CO., WYO., ABOUT 1.4
 OU0126'MILES WEST OF THE W-4 RANCH BUILDINGS AND 0.3 MILE NORTH OF THE
 OU0126'WESTON-CONVERSE CO. LINE.  THENCE, 0.3 MILE SOUTH TO ABOVE
 OU0126'COUNTY LINE, THENCE, 0.4 MILE SOUTH ALONG COUNTY ROAD TO ROAD
 OU0126'CREST AND CURVE.  25 FEET SOUTHEAST OF CENTERLINE CURVE.  (IN
 OU0126'SW 1/4 OF SEC. 288 T 41 N., R 67 W.)  A STANDARD DISK, STAMPED
 OU0126'N 56 1934, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OU0126'0.9 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0225 ***********************************************************************
 OU0225  DESIGNATION -  N 57
 OU0225  PID         -  OU0225
 OU0225  STATE/COUNTY-  WY/CONVERSE
 OU0225  USGS QUAD   -  DUGOUT CREEK SOUTH (1984)
 OU0225
 OU0225                         *CURRENT SURVEY CONTROL
 OU0225  ___________________________________________________________________
 OU0225* NAD 83(1986)-  43 20 12.     (N)    105 20 22.     (W)     SCALED    
 OU0225* NAVD 88     -      1429.788  (meters)    4690.90   (feet)  ADJUSTED  
 OU0225  ___________________________________________________________________
 OU0225  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 OU0225  DYNAMIC HT  -        1428.987 (meters)    4688.27  (feet)  COMP
 OU0225  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 OU0225
 OU0225  VERT ORDER  -  SECOND    CLASS 0
 OU0225
 OU0225.The horizontal coordinates were scaled from a topographic map and have
 OU0225.an estimated accuracy of +/- 6 seconds.
 OU0225
 OU0225.The orthometric height was determined by differential leveling
 OU0225.and adjusted by the National Geodetic Survey in June 1991..
 OU0225
 OU0225.The geoid height was determined by GEOID03.
 OU0225
 OU0225.The dynamic height is computed by dividing the NAVD 88
 OU0225.geopotential number by the normal gravity value computed on the
 OU0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0225.degrees latitude (g = 980.6199 gals.).
 OU0225
 OU0225.The modeled gravity was interpolated from observed gravity values.
 OU0225
 OU0225;                    North         East    Units  Estimated Accuracy
 OU0225;SPC WY E     -   315,070.      185,990.      MT  (+/- 180 meters Scaled)
 OU0225
 OU0225                          SUPERSEDED SURVEY CONTROL
 OU0225
 OU0225  NGVD 29 (??/??/92) 1428.989  (m)         4688.27   (f) ADJ UNCH    2 0
 OU0225
 OU0225.Superseded values are not recommended for survey control.
 OU0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0225.See file dsdata.txt to determine how the superseded data were derived.
 OU0225
 OU0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH724982(NAD 83)
 OU0225_MARKER: DB = BENCH MARK DISK
 OU0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0225_STAMPING: N-57 1934
 OU0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0225+STABILITY: SURFACE MOTION
 OU0225
 OU0225  HISTORY     - Date     Condition        Report By
 OU0225  HISTORY     - 1934     MONUMENTED       CGS
 OU0225  HISTORY     - 1955     MARK NOT FOUND   NGS
 OU0225  HISTORY     - 1977     GOOD             USGS
 OU0225
 OU0225                          STATION DESCRIPTION
 OU0225
 OU0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0225'5.8 MI SE FROM VERSE.
 OU0225'5.8 MILES SOUTHEAST ALONG THE ROAD LEADING TO DOUGLAS FROM THE
 OU0225'POST OFFICE AT VERSE, CONVERSE COUNTY, ABOUT 1.8 MILES NORTH OF
 OU0225'THE BRIDGE OVER DRY FORK OF CHEYENNE RIVER, AT THE CROSSING OF
 OU0225'A FENCE, 4 FEET SOUTH OF THE FENCE, AND 39 FEET EAST OF THE
 OU0225'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED N 57 1934
 OU0225'AND SET IN THE TOP OF A CONCRETE POST.
 OU0225
 OU0225                          STATION RECOVERY (1955)
 OU0225
 OU0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 OU0225'MARK NOT FOUND.
 OU0225
 OU0225                          STATION RECOVERY (1977)
 OU0225
 OU0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OU0225'6.9 MI. NW ALONG STATE HWY. 59 FROM BILL, CONVERSE COUNTY, THENCE 0.5
 OU0225'MI. EAST ON RD TO RANCH HOUSE TO RD FORK, THENCE 0.4 MI. NE ALONG
 OU0225'LEFT FORK TO CROSSING OF OLD HWY GRADE, THENCE 0.2 MI. NW ALONG OLD
 OU0225'HWY GRADE AND BM ON THE RIGHT, 37 FT NE OF CENTERLINE OF OLD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0137 ***********************************************************************
 PV0137  DESIGNATION -  N 59
 PV0137  PID         -  PV0137
 PV0137  STATE/COUNTY-  WY/CROOK
 PV0137  USGS QUAD   -  MOORCROFT (1984)
 PV0137
 PV0137                         *CURRENT SURVEY CONTROL
 PV0137  ___________________________________________________________________
 PV0137* NAD 83(1986)-  44 17 23.     (N)    104 56 08.     (W)     SCALED    
 PV0137* NAVD 88     -      1280.382  (meters)    4200.72   (feet)  ADJUSTED  
 PV0137  ___________________________________________________________________
 PV0137  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0137  DYNAMIC HT  -        1279.874 (meters)    4199.05  (feet)  COMP
 PV0137  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 PV0137  OBS GRAVITY -     980,176.3   (mgal)                       GRAV_OBS
 PV0137
 PV0137  VERT ORDER  -  SECOND    CLASS 0
 PV0137
 PV0137.The horizontal coordinates were scaled from a topographic map and have
 PV0137.an estimated accuracy of +/- 6 seconds.
 PV0137
 PV0137.The orthometric height was determined by differential leveling
 PV0137.and adjusted by the National Geodetic Survey in June 1991..
 PV0137
 PV0137.The geoid height was determined by GEOID03.
 PV0137
 PV0137.The dynamic height is computed by dividing the NAVD 88
 PV0137.geopotential number by the normal gravity value computed on the
 PV0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0137.degrees latitude (g = 980.6199 gals.).
 PV0137
 PV0137.The modeled gravity was interpolated from observed gravity values.
 PV0137.The observed gravity was obtained from relative gravimeter ties
 PV0137.to the IGSN71 gravity network.
 PV0137
 PV0137;                    North         East    Units  Estimated Accuracy
 PV0137;SPC WY E     -   420,970.      218,450.      MT  (+/- 180 meters Scaled)
 PV0137
 PV0137                          SUPERSEDED SURVEY CONTROL
 PV0137
 PV0137  NGVD 29 (??/??/92) 1279.782  (m)         4198.75   (f) ADJ UNCH    2 0
 PV0137
 PV0137.Superseded values are not recommended for survey control.
 PV0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0137.See file dsdata.txt to determine how the superseded data were derived.
 PV0137
 PV0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK051040(NAD 83)
 PV0137_MARKER: DB = BENCH MARK DISK
 PV0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0137_STAMPING: N 59 1934
 PV0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0137+STABILITY: SURFACE MOTION
 PV0137
 PV0137  HISTORY     - Date     Condition        Report By
 PV0137  HISTORY     - 1934     MONUMENTED       CGS
 PV0137
 PV0137                          STATION DESCRIPTION
 PV0137
 PV0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0137'2 MI NE FROM MOORCROFT.
 PV0137'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM MOORCROFT,
 PV0137'CROOK COUNTY, AT THE INTERSECTION WITH A COUNTY ROAD LEADING
 PV0137'NORTHWEST, 49 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PV0137'36 FEET NORTHEAST OF THE CENTER LINE OF THE COUNTY ROAD, AND
 PV0137'4 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 PV0137'STAMPED N 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0007 ***********************************************************************
 MR0007  DESIGNATION -  N 6
 MR0007  PID         -  MR0007
 MR0007  STATE/COUNTY-  WY/UINTA
 MR0007  USGS QUAD   -  VERNE (1969)
 MR0007
 MR0007                         *CURRENT SURVEY CONTROL
 MR0007  ___________________________________________________________________
 MR0007* NAD 83(1986)-  41 34 15.     (N)    110 05 33.     (W)     SCALED    
 MR0007* NAVD 88     -      1934.690  (meters)    6347.40   (feet)  ADJUSTED  
 MR0007  ___________________________________________________________________
 MR0007  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 MR0007  DYNAMIC HT  -        1933.022 (meters)    6341.92  (feet)  COMP
 MR0007  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 MR0007
 MR0007  VERT ORDER  -  FIRST     CLASS II
 MR0007
 MR0007.The horizontal coordinates were scaled from a topographic map and have
 MR0007.an estimated accuracy of +/- 6 seconds.
 MR0007
 MR0007.The orthometric height was determined by differential leveling
 MR0007.and adjusted by the National Geodetic Survey in June 1991..
 MR0007
 MR0007.The geoid height was determined by GEOID03.
 MR0007
 MR0007.The dynamic height is computed by dividing the NAVD 88
 MR0007.geopotential number by the normal gravity value computed on the
 MR0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0007.degrees latitude (g = 980.6199 gals.).
 MR0007
 MR0007.The modeled gravity was interpolated from observed gravity values.
 MR0007
 MR0007;                    North         East    Units  Estimated Accuracy
 MR0007;SPC WY W     -   218,910.      799,240.      MT  (+/- 180 meters Scaled)
 MR0007
 MR0007                          SUPERSEDED SURVEY CONTROL
 MR0007
 MR0007  NGVD 29 (??/??/92) 1933.343  (m)         6342.98   (f) ADJ UNCH    1 2
 MR0007
 MR0007.Superseded values are not recommended for survey control.
 MR0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0007.See file dsdata.txt to determine how the superseded data were derived.
 MR0007
 MR0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM756025(NAD 83)
 MR0007_MARKER: Q = CHISELED SQUARE
 MR0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0007_SP_SET: SANDSTONE POST
 MR0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0007+STABILITY: SURFACE MOTION
 MR0007
 MR0007  HISTORY     - Date     Condition        Report By
 MR0007  HISTORY     - 1903     MONUMENTED       CGS
 MR0007  HISTORY     - 1958     MARK NOT FOUND   NGS
 MR0007
 MR0007                          STATION DESCRIPTION
 MR0007
 MR0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MR0007'6.6 MI W FROM GRANGER.
 MR0007'IN UINTA COUNTY, 6.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 MR0007'THE STATION AT GRANGER, SWEETWATER COUNTY, IN LINE WITH THE VERNE,
 MR0007'STATION SIGN, 0.1 MILE EAST OF MILEPOST 854, 100 FEET NORTH OF THE
 MR0007'NORTH RAIL, ABOUT 5-1/2 FEET LOWER THAN THE TRACK.  THE BOTTOM OF A
 MR0007'SQUARE HOLE, SURROUNDED BY THE LETTERS USBM IN THE TOP OF A SANDSTONE
 MR0007'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0187 ***********************************************************************
 PV0187  DESIGNATION -  N 60
 PV0187  PID         -  PV0187
 PV0187  STATE/COUNTY-  WY/CROOK
 PV0187  USGS QUAD   -  BONNIE RESERVOIR (1972)
 PV0187
 PV0187                         *CURRENT SURVEY CONTROL
 PV0187  ___________________________________________________________________
 PV0187* NAD 83(1986)-  44 47 08.     (N)    105 03 18.     (W)     SCALED    
 PV0187* NAVD 88     -      1223.129  (meters)    4012.88   (feet)  ADJUSTED  
 PV0187  ___________________________________________________________________
 PV0187  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 PV0187  DYNAMIC HT  -        1222.720 (meters)    4011.54  (feet)  COMP
 PV0187  MODELED GRAV-     980,239.7   (mgal)                       NAVD 88
 PV0187
 PV0187  VERT ORDER  -  SECOND    CLASS 0
 PV0187
 PV0187.The horizontal coordinates were scaled from a topographic map and have
 PV0187.an estimated accuracy of +/- 6 seconds.
 PV0187
 PV0187.The orthometric height was determined by differential leveling
 PV0187.and adjusted by the National Geodetic Survey in June 1991..
 PV0187
 PV0187.The geoid height was determined by GEOID03.
 PV0187
 PV0187.The dynamic height is computed by dividing the NAVD 88
 PV0187.geopotential number by the normal gravity value computed on the
 PV0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0187.degrees latitude (g = 980.6199 gals.).
 PV0187
 PV0187.The modeled gravity was interpolated from observed gravity values.
 PV0187
 PV0187;                    North         East    Units  Estimated Accuracy
 PV0187;SPC WY E     -   476,040.      208,840.      MT  (+/- 180 meters Scaled)
 PV0187
 PV0187                          SUPERSEDED SURVEY CONTROL
 PV0187
 PV0187  NGVD 29 (??/??/92) 1222.484  (m)         4010.77   (f) ADJ UNCH    2 0
 PV0187
 PV0187.Superseded values are not recommended for survey control.
 PV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0187.See file dsdata.txt to determine how the superseded data were derived.
 PV0187
 PV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK956591(NAD 83)
 PV0187_MARKER: DB = BENCH MARK DISK
 PV0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0187_STAMPING: N 60 1934
 PV0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0187+STABILITY: SURFACE MOTION
 PV0187
 PV0187  HISTORY     - Date     Condition        Report By
 PV0187  HISTORY     - 1934     MONUMENTED       CGS
 PV0187
 PV0187                          STATION DESCRIPTION
 PV0187
 PV0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0187'1.8 MI N FROM STRONER.
 PV0187'ABOUT 1.8 MILES NORTH ALONG THE ROAD LEADING TO ROCKYPOINT
 PV0187'FROM STRONER, CROOK COUNTY, NEAR A FENCE CORNER AND TURNOUT
 PV0187'ROAD, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, 9.5 FEET
 PV0187'NORTHWEST OF THE FENCE CORNER, AND 6.0 FEET WEST OF THE
 PV0187'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 60 1934 AND SET
 PV0187'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0129 ***********************************************************************
 PV0129  DESIGNATION -  N 61
 PV0129  PID         -  PV0129
 PV0129  STATE/COUNTY-  WY/CROOK
 PV0129  USGS QUAD   -  WONDER VIEW (1984)
 PV0129
 PV0129                         *CURRENT SURVEY CONTROL
 PV0129  ___________________________________________________________________
 PV0129* NAD 83(1986)-  44 28 56.     (N)    104 39 06.     (W)     SCALED    
 PV0129* NAVD 88     -      1326.688  (meters)    4352.64   (feet)  ADJUSTED  
 PV0129  ___________________________________________________________________
 PV0129  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 PV0129  DYNAMIC HT  -        1326.196 (meters)    4351.03  (feet)  COMP
 PV0129  MODELED GRAV-     980,200.1   (mgal)                       NAVD 88
 PV0129
 PV0129  VERT ORDER  -  SECOND    CLASS 0
 PV0129
 PV0129.The horizontal coordinates were scaled from a topographic map and have
 PV0129.an estimated accuracy of +/- 6 seconds.
 PV0129
 PV0129.The orthometric height was determined by differential leveling
 PV0129.and adjusted by the National Geodetic Survey in June 1991..
 PV0129
 PV0129.The geoid height was determined by GEOID03.
 PV0129
 PV0129.The dynamic height is computed by dividing the NAVD 88
 PV0129.geopotential number by the normal gravity value computed on the
 PV0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0129.degrees latitude (g = 980.6199 gals.).
 PV0129
 PV0129.The modeled gravity was interpolated from observed gravity values.
 PV0129
 PV0129;                    North         East    Units  Estimated Accuracy
 PV0129;SPC WY E     -   442,460.      240,970.      MT  (+/- 180 meters Scaled)
 PV0129
 PV0129                          SUPERSEDED SURVEY CONTROL
 PV0129
 PV0129  NGVD 29 (??/??/92) 1326.071  (m)         4350.62   (f) ADJ UNCH    2 0
 PV0129
 PV0129.Superseded values are not recommended for survey control.
 PV0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0129.See file dsdata.txt to determine how the superseded data were derived.
 PV0129
 PV0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK277254(NAD 83)
 PV0129_MARKER: DB = BENCH MARK DISK
 PV0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0129_STAMPING: N 61 1934
 PV0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0129+STABILITY: SURFACE MOTION
 PV0129
 PV0129  HISTORY     - Date     Condition        Report By
 PV0129  HISTORY     - 1934     MONUMENTED       CGS
 PV0129
 PV0129                          STATION DESCRIPTION
 PV0129
 PV0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0129'8.5 MI SE FROM CARLILE.
 PV0129'8.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PV0129'AT CARLILE, CROOK COUNTY, ON THE EAST SLOPE OF A HILL, 47 FEET
 PV0129'NORTH OF THE CENTER LINEOF THE HIGHWAY, 4.5 FEET WEST OF THE
 PV0129'WEST END OF A FARM GATE, AND 3 FEET SOUTH OF THE RIGHT-OF-WAY
 PV0129'FENCE.  A STANDARD DISK, STAMPED N 61 1934 AND SET IN THE
 PV0129'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0674 ***********************************************************************
 PV0674  DESIGNATION -  N 61 RESET
 PV0674  PID         -  PV0674
 PV0674  STATE/COUNTY-  WY/CROOK
 PV0674  USGS QUAD   -  WONDER VIEW (1984)
 PV0674
 PV0674                         *CURRENT SURVEY CONTROL
 PV0674  ___________________________________________________________________
 PV0674* NAD 83(1986)-  44 28 56.     (N)    104 39 06.     (W)     SCALED    
 PV0674* NAVD 88     -      1325.08   (meters)    4347.4    (feet)  RESET     
 PV0674  ___________________________________________________________________
 PV0674  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 PV0674
 PV0674  VERT ORDER  -  THIRD
 PV0674
 PV0674.The horizontal coordinates were scaled from a topographic map and have
 PV0674.an estimated accuracy of +/- 6 seconds.
 PV0674
 PV0674.The orthometric height was computed from unverified reset data.
 PV0674
 PV0674.The geoid height was determined by GEOID03.
 PV0674
 PV0674;                    North         East    Units  Estimated Accuracy
 PV0674;SPC WY E     -   442,460.      240,970.      MT  (+/- 180 meters Scaled)
 PV0674
 PV0674                          SUPERSEDED SURVEY CONTROL
 PV0674
 PV0674  NGVD 29 (03/28/06) 1324.47   (m)         4345.4    (f) RESET       3  
 PV0674
 PV0674.Superseded values are not recommended for survey control.
 PV0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0674.See file dsdata.txt to determine how the superseded data were derived.
 PV0674
 PV0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK277254(NAD 83)
 PV0674_MARKER: DV = VERTICAL CONTROL DISK
 PV0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0674_SP_SET: CONCRETE POST
 PV0674_STAMPING: N 61 RESET 1980
 PV0674_MARK LOGO: NGS   
 PV0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0674+STABILITY: SURFACE MOTION
 PV0674
 PV0674  HISTORY     - Date     Condition        Report By
 PV0674  HISTORY     - 1980     MONUMENTED       WYHD
 PV0674
 PV0674                          STATION DESCRIPTION
 PV0674
 PV0674'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1980
 PV0674'8.6 MILES SOUTHEAST ALONG THE U.S. HIGHWAY 14 FROM THE POST OFFICE IN
 PV0674'CARLILE, APPROXIMATELY 850 FEET NORTHWEST OF A SCHOOL BUS TURNAROUND,
 PV0674'86 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET NORTH OF THE
 PV0674'NORTH END OF A FIELD GATE AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0097 ***********************************************************************
 NQ0097  DESIGNATION -  N 63
 NQ0097  PID         -  NQ0097
 NQ0097  STATE/COUNTY-  WY/GOSHEN
 NQ0097  USGS QUAD   -  TORRINGTON (1990)
 NQ0097
 NQ0097                         *CURRENT SURVEY CONTROL
 NQ0097  ___________________________________________________________________
 NQ0097* NAD 83(1986)-  42 01 35.     (N)    104 14 49.     (W)     SCALED    
 NQ0097* NAVD 88     -      1264.608  (meters)    4148.97   (feet)  ADJUSTED  
 NQ0097  ___________________________________________________________________
 NQ0097  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 NQ0097  DYNAMIC HT  -        1263.796 (meters)    4146.30  (feet)  COMP
 NQ0097  MODELED GRAV-     979,936.6   (mgal)                       NAVD 88
 NQ0097
 NQ0097  VERT ORDER  -  SECOND    CLASS 0
 NQ0097
 NQ0097.The horizontal coordinates were scaled from a topographic map and have
 NQ0097.an estimated accuracy of +/- 6 seconds.
 NQ0097
 NQ0097.The orthometric height was determined by differential leveling
 NQ0097.and adjusted by the National Geodetic Survey in June 1991..
 NQ0097
 NQ0097.The geoid height was determined by GEOID03.
 NQ0097
 NQ0097.The dynamic height is computed by dividing the NAVD 88
 NQ0097.geopotential number by the normal gravity value computed on the
 NQ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0097.degrees latitude (g = 980.6199 gals.).
 NQ0097
 NQ0097.The modeled gravity was interpolated from observed gravity values.
 NQ0097
 NQ0097;                    North         East    Units  Estimated Accuracy
 NQ0097;SPC WY E     -   169,920.      276,160.      MT  (+/- 180 meters Scaled)
 NQ0097
 NQ0097                          SUPERSEDED SURVEY CONTROL
 NQ0097
 NQ0097  NGVD 29 (??/??/92) 1263.859  (m)         4146.51   (f) ADJ UNCH    2 0
 NQ0097
 NQ0097.Superseded values are not recommended for survey control.
 NQ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0097.See file dsdata.txt to determine how the superseded data were derived.
 NQ0097
 NQ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG623529(NAD 83)
 NQ0097_MARKER: DB = BENCH MARK DISK
 NQ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0097_STAMPING: N 63 1934
 NQ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0097+STABILITY: SURFACE MOTION
 NQ0097
 NQ0097  HISTORY     - Date     Condition        Report By
 NQ0097  HISTORY     - 1934     MONUMENTED       CGS
 NQ0097
 NQ0097                          STATION DESCRIPTION
 NQ0097
 NQ0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0097'3.8 MI SW FROM SOUTH TORRINGTON.
 NQ0097'3.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NQ0097'STATION AT SOUTH TORRINGTON, 0.6 MILE EAST OF THE STATION AT
 NQ0097'COTTIER, 0.1 MILE SOUTH OF MILEPOST 196, AT A ROAD CROSSING, 32
 NQ0097'FEET EAST OF THE CENTERLINE OF THE ROAD, 46.8 FEET SOUTH OF THE
 NQ0097'SOUTH RAIL, 2.2 FEET EAST OF THE ROAD RIGHT-OF-WAY FENCE, AND
 NQ0097'2.4 FEET NORTH OF THE RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD
 NQ0097'DISK, STAMPED N 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0070 ***********************************************************************
 NQ0070  DESIGNATION -  N 64
 NQ0070  PID         -  NQ0070
 NQ0070  STATE/COUNTY-  WY/GOSHEN
 NQ0070  USGS QUAD   -  LINGLE (1990)
 NQ0070
 NQ0070                         *CURRENT SURVEY CONTROL
 NQ0070  ___________________________________________________________________
 NQ0070* NAD 83(1986)-  42 08 10.     (N)    104 20 50.     (W)     SCALED    
 NQ0070* NAVD 88     -      1272.133  (meters)    4173.66   (feet)  ADJUSTED  
 NQ0070  ___________________________________________________________________
 NQ0070  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 NQ0070  DYNAMIC HT  -        1271.325 (meters)    4171.01  (feet)  COMP
 NQ0070  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 NQ0070
 NQ0070  VERT ORDER  -  SECOND    CLASS 0
 NQ0070
 NQ0070.The horizontal coordinates were scaled from a topographic map and have
 NQ0070.an estimated accuracy of +/- 6 seconds.
 NQ0070
 NQ0070.The orthometric height was determined by differential leveling
 NQ0070.and adjusted by the National Geodetic Survey in June 1991..
 NQ0070
 NQ0070.The geoid height was determined by GEOID03.
 NQ0070
 NQ0070.The dynamic height is computed by dividing the NAVD 88
 NQ0070.geopotential number by the normal gravity value computed on the
 NQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0070.degrees latitude (g = 980.6199 gals.).
 NQ0070
 NQ0070.The modeled gravity was interpolated from observed gravity values.
 NQ0070
 NQ0070;                    North         East    Units  Estimated Accuracy
 NQ0070;SPC WY E     -   182,020.      267,740.      MT  (+/- 180 meters Scaled)
 NQ0070
 NQ0070                          SUPERSEDED SURVEY CONTROL
 NQ0070
 NQ0070  NGVD 29 (??/??/92) 1271.366  (m)         4171.14   (f) ADJ UNCH    2 0
 NQ0070
 NQ0070.Superseded values are not recommended for survey control.
 NQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0070.See file dsdata.txt to determine how the superseded data were derived.
 NQ0070
 NQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG539650(NAD 83)
 NQ0070_MARKER: DB = BENCH MARK DISK
 NQ0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0070_SP_SET: CONCRETE FOOTING
 NQ0070_STAMPING: N 64 1934
 NQ0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0070
 NQ0070  HISTORY     - Date     Condition        Report By
 NQ0070  HISTORY     - 1934     MONUMENTED       CGS
 NQ0070  HISTORY     - 1941     GOOD             NGS
 NQ0070  HISTORY     - 1977     GOOD             DOD
 NQ0070
 NQ0070                          STATION DESCRIPTION
 NQ0070
 NQ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0070'AT LINGLE.
 NQ0070'AT LINGLE, AT THE CITY WATER TOWER, 55.7 FEET NORTH OF THE NORTH
 NQ0070'FACE OF THE FIRE STATION, 21.4 FEET NORTHEAST OF THE CENTERLINE
 NQ0070'OF THE TOWER, AND IN THE NORTH CORNER OF THE NORTHEAST CONCRETE
 NQ0070'FOOTING.  A STANDARD DISK, STAMPED N 64 1934.
 NQ0070
 NQ0070                          STATION RECOVERY (1977)
 NQ0070
 NQ0070'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 NQ0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0647 ***********************************************************************
 MO0647  DESIGNATION -  N 65
 MO0647  PID         -  MO0647
 MO0647  STATE/COUNTY-  WY/ALBANY
 MO0647  USGS QUAD   -  MILLBROOK (1992)
 MO0647
 MO0647                         *CURRENT SURVEY CONTROL
 MO0647  ___________________________________________________________________
 MO0647* NAD 83(1986)-  41 18 57.     (N)    105 57 32.     (W)     SCALED    
 MO0647* NAVD 88     -      2282.421  (meters)    7488.24   (feet)  ADJUSTED  
 MO0647  ___________________________________________________________________
 MO0647  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 MO0647  DYNAMIC HT  -        2280.355 (meters)    7481.46  (feet)  COMP
 MO0647  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 MO0647
 MO0647  VERT ORDER  -  FIRST     CLASS II
 MO0647
 MO0647.The horizontal coordinates were scaled from a topographic map and have
 MO0647.an estimated accuracy of +/- 6 seconds.
 MO0647
 MO0647.The orthometric height was determined by differential leveling
 MO0647.and adjusted by the National Geodetic Survey in June 1991..
 MO0647.WARNING-Repeat measurements at this control monument indicate possible
 MO0647.vertical movement.
 MO0647
 MO0647.The geoid height was determined by GEOID03.
 MO0647
 MO0647.The dynamic height is computed by dividing the NAVD 88
 MO0647.geopotential number by the normal gravity value computed on the
 MO0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0647.degrees latitude (g = 980.6199 gals.).
 MO0647
 MO0647.The modeled gravity was interpolated from observed gravity values.
 MO0647
 MO0647;                    North         East    Units  Estimated Accuracy
 MO0647;SPC WY E     -    90,900.      133,670.      MT  (+/- 180 meters Scaled)
 MO0647
 MO0647                          SUPERSEDED SURVEY CONTROL
 MO0647
 MO0647  NGVD 29 (??/??/92) 2281.279  (m)         7484.50   (f) ADJ UNCH    1 2
 MO0647
 MO0647.Superseded values are not recommended for survey control.
 MO0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0647.See file dsdata.txt to determine how the superseded data were derived.
 MO0647
 MO0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF197742(NAD 83)
 MO0647_MARKER: DB = BENCH MARK DISK
 MO0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0647_STAMPING: N 65 1934
 MO0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0647+STABILITY: SURFACE MOTION
 MO0647
 MO0647  HISTORY     - Date     Condition        Report By
 MO0647  HISTORY     - 1934     MONUMENTED       CGS
 MO0647  HISTORY     - 1956     GOOD             NGS
 MO0647
 MO0647                          STATION DESCRIPTION
 MO0647
 MO0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0647'9.7 MI E FROM CENTENNIAL.
 MO0647'9.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0647'RAILROAD, FROM THE STATION AT CENTENNIAL, 49 FEET SOUTHEAST OF
 MO0647'MILEPOST 20, 155 FEET NORTHWEST OF THE CENTER LINE OF A ROAD, 20.3
 MO0647'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.5 FEET NORTHEAST OF A
 MO0647'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 MO0647'THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 32, TOWNSHIP 16 NORTH,
 MO0647'RANGE 76 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0084 ***********************************************************************
 MP0084  DESIGNATION -  N 66
 MP0084  PID         -  MP0084
 MP0084  STATE/COUNTY-  WY/ALBANY
 MP0084  USGS QUAD   -  LAKE OWEN (1992)
 MP0084
 MP0084                         *CURRENT SURVEY CONTROL
 MP0084  ___________________________________________________________________
 MP0084* NAD 83(1986)-  41 07 37.     (N)    106 07 01.     (W)     SCALED    
 MP0084* NAVD 88     -      2728.163  (meters)    8950.65   (feet)  ADJUSTED  
 MP0084  ___________________________________________________________________
 MP0084  GEOID HEIGHT-         -10.68  (meters)                     GEOID03
 MP0084  DYNAMIC HT  -        2725.505 (meters)    8941.93  (feet)  COMP
 MP0084  MODELED GRAV-     979,548.8   (mgal)                       NAVD 88
 MP0084
 MP0084  VERT ORDER  -  FIRST     CLASS II
 MP0084
 MP0084.The horizontal coordinates were scaled from a topographic map and have
 MP0084.an estimated accuracy of +/- 6 seconds.
 MP0084
 MP0084.The orthometric height was determined by differential leveling
 MP0084.and adjusted by the National Geodetic Survey in June 1991..
 MP0084
 MP0084.The geoid height was determined by GEOID03.
 MP0084
 MP0084.The dynamic height is computed by dividing the NAVD 88
 MP0084.geopotential number by the normal gravity value computed on the
 MP0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0084.degrees latitude (g = 980.6199 gals.).
 MP0084
 MP0084.The modeled gravity was interpolated from observed gravity values.
 MP0084
 MP0084;                    North         East    Units  Estimated Accuracy
 MP0084;SPC WY E     -    70,050.      120,210.      MT  (+/- 180 meters Scaled)
 MP0084
 MP0084                          SUPERSEDED SURVEY CONTROL
 MP0084
 MP0084  NGVD 29 (??/??/92) 2726.890  (m)         8946.47   (f) ADJ UNCH    1 2
 MP0084
 MP0084.Superseded values are not recommended for survey control.
 MP0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0084.See file dsdata.txt to determine how the superseded data were derived.
 MP0084
 MP0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF062534(NAD 83)
 MP0084_MARKER: DB = BENCH MARK DISK
 MP0084_SETTING: 80 = SET IN A BOULDER
 MP0084_SP_SET: GRANITE BOULDER
 MP0084_STAMPING: N 66 1934
 MP0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0084+STABILITY: SURFACE MOTION
 MP0084
 MP0084  HISTORY     - Date     Condition        Report By
 MP0084  HISTORY     - 1934     MONUMENTED       CGS
 MP0084  HISTORY     - 1956     GOOD             NGS
 MP0084
 MP0084                          STATION DESCRIPTION
 MP0084
 MP0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0084'5.3 MI N FROM FOXPARK.
 MP0084'5.3 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0084'RAILROAD FROM THE STATION AT FOXPARK, 37.4 FEET SOUTHEAST OF THE 8TH
 MP0084'POLE SOUTH OF MILEPOST 49, 26 FEET SOUTH OF THE CENTER OF A TRACK ROAD
 MP0084'CROSSING, 7.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET ABOVE THE
 MP0084'TOP OF THE RAILS, SET IN THE TOP OF A GRANITE BOULDER, IN THE
 MP0084'NORTHEAST 1/4 OF SECTION 2, TOWNSHIP 13 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0131 ***********************************************************************
 NT0131  DESIGNATION -  N 67
 NT0131  PID         -  NT0131
 NT0131  STATE/COUNTY-  WY/LINCOLN
 NT0131  USGS QUAD   -  THAYNE EAST (1980)
 NT0131
 NT0131                         *CURRENT SURVEY CONTROL
 NT0131  ___________________________________________________________________
 NT0131* NAD 83(1986)-  42 52 36.     (N)    110 59 07.     (W)     SCALED    
 NT0131* NAVD 88     -      1815.359  (meters)    5955.89   (feet)  ADJUSTED  
 NT0131  ___________________________________________________________________
 NT0131  GEOID HEIGHT-         -10.87  (meters)                     GEOID03
 NT0131  DYNAMIC HT  -        1814.098 (meters)    5951.75  (feet)  COMP
 NT0131  MODELED GRAV-     979,861.5   (mgal)                       NAVD 88
 NT0131
 NT0131  VERT ORDER  -  SECOND    CLASS 0
 NT0131
 NT0131.The horizontal coordinates were scaled from a topographic map and have
 NT0131.an estimated accuracy of +/- 6 seconds.
 NT0131
 NT0131.The orthometric height was determined by differential leveling
 NT0131.and adjusted by the National Geodetic Survey in June 1991..
 NT0131
 NT0131.The geoid height was determined by GEOID03.
 NT0131
 NT0131.The dynamic height is computed by dividing the NAVD 88
 NT0131.geopotential number by the normal gravity value computed on the
 NT0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0131.degrees latitude (g = 980.6199 gals.).
 NT0131
 NT0131.The modeled gravity was interpolated from observed gravity values.
 NT0131
 NT0131;                    North         East    Units  Estimated Accuracy
 NT0131;SPC WY W     -   364,350.      726,310.      MT  (+/- 180 meters Scaled)
 NT0131
 NT0131                          SUPERSEDED SURVEY CONTROL
 NT0131
 NT0131  NGVD 29 (??/??/92) 1814.111  (m)         5951.80   (f) ADJ UNCH    2 0
 NT0131
 NT0131.Superseded values are not recommended for survey control.
 NT0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0131.See file dsdata.txt to determine how the superseded data were derived.
 NT0131
 NT0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN012471(NAD 83)
 NT0131_MARKER: DB = BENCH MARK DISK
 NT0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0131_SP_SET: CONCRETE POST
 NT0131_STAMPING: N 67 1934
 NT0131_MARK LOGO: CGS   
 NT0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0131+STABILITY: SURFACE MOTION
 NT0131
 NT0131  HISTORY     - Date     Condition        Report By
 NT0131  HISTORY     - 1934     MONUMENTED       CGS
 NT0131  HISTORY     - 19920420 GOOD             WYDT
 NT0131
 NT0131                          STATION DESCRIPTION
 NT0131
 NT0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0131'7.1 MI N FROM GROVER.
 NT0131'7.1 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0131'GROVER, LINCOLN COUNTY, 70 FEET WEST OF THE SOUTHWEST END OF A DOUBLE
 NT0131'CONCRETE CULVERT, 57 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 NT0131'GRAVEL ROAD LEADING NORTHEAST TO THE H.O. MILLER FARMHOUSE, 46 FEET
 NT0131'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET NORTHEAST OF A
 NT0131'FENCE.  A STANDARD DISK, STAMPED N 67 1934 AND SET IN THE TOP OF A
 NT0131'CONCRETE POST.
 NT0131
 NT0131                          STATION RECOVERY (1992)
 NT0131
 NT0131'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1992
 NT0131'6.75 MILES (10.86 KM) NORTH OF THE POST OFFICE IN GROVER, ALONG US
 NT0131'HIGHWAY 89, ON THE WEST SIDE OF HIGHWAY, 186 FEET (56.7 M) ALONG
 NT0131'NORTH AZIMUTH 289 DEG FROM THE INTERSECTION OF A DRIVEWAY LEADING TO
 NT0131'THE TED MILLER RESIDENCE AND 126 FEET (38.4 M) ALONG THE SAME AZIMUTH
 NT0131'FROM THE END OF AN 18 INCH CMP CULVERT, 52 FEET (15.8 M) ALONG
 NT0131'AZIMUTH 311 1/2 DEG FROM THE NORTHERLY END OF THE EAST CULVERT OF A
 NT0131'DOUBLE HEADGATE, 153 FEET (46.6 M) ALONG AZIMUTH 258 1/2 DEG FROM US
 NT0131'89 CENTERLINE STATION 1246+00 AND 560 FEET (170.7 M) ALONG A
 NT0131'CENTERLINE 156 DEG FROM THE WEST END OF A CORRUGATED METAL STOCK PASS
 NT0131'UNDER US 89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0119 ***********************************************************************
 PV0119  DESIGNATION -  N 7
 PV0119  PID         -  PV0119
 PV0119  STATE/COUNTY-  WY/CROOK
 PV0119  USGS QUAD   -  SPYGLASS HILL (1982)
 PV0119
 PV0119                         *CURRENT SURVEY CONTROL
 PV0119  ___________________________________________________________________
 PV0119* NAD 83(1986)-  44 14 25.     (N)    104 54 33.     (W)     SCALED    
 PV0119* NAVD 88     -      1306.104  (meters)    4285.11   (feet)  POSTED    
 PV0119  ___________________________________________________________________
 PV0119  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 PV0119  DYNAMIC HT  -        1305.570 (meters)    4283.36  (feet)  COMP
 PV0119  MODELED GRAV-     980,165.0   (mgal)                       NAVD 88
 PV0119
 PV0119  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PV0119
 PV0119.The horizontal coordinates were scaled from a topographic map and have
 PV0119.an estimated accuracy of +/- 6 seconds.
 PV0119
 PV0119.The orthometric height was determined by differential leveling
 PV0119.and adjusted by the National Geodetic Survey in 1992..
 PV0119.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PV0119.rate of 1.1 thru 2.0 mm/km.
 PV0119
 PV0119.The geoid height was determined by GEOID03.
 PV0119
 PV0119.The dynamic height is computed by dividing the NAVD 88
 PV0119.geopotential number by the normal gravity value computed on the
 PV0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0119.degrees latitude (g = 980.6199 gals.).
 PV0119
 PV0119.The modeled gravity was interpolated from observed gravity values.
 PV0119
 PV0119;                    North         East    Units  Estimated Accuracy
 PV0119;SPC WY E     -   415,480.      220,570.      MT  (+/- 180 meters Scaled)
 PV0119
 PV0119                          SUPERSEDED SURVEY CONTROL
 PV0119
 PV0119.No superseded survey control is available for this station.
 PV0119
 PV0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ072985(NAD 83)
 PV0119_MARKER: B = BOLT
 PV0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PV0119_SP_SET: CULVERT
 PV0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0119
 PV0119  HISTORY     - Date     Condition        Report By
 PV0119  HISTORY     - 1908     MONUMENTED       CGS
 PV0119  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0119
 PV0119                          STATION DESCRIPTION
 PV0119
 PV0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0119'2.7 MI SE FROM MOORCROFT.
 PV0119'2.7 MILES SE ALONG THE CHICAGO, BURLINGTON AND QUINCY RR FROM
 PV0119'MOORCROFT, CROOK COUNTY, 429 YARDS SE OF A ROAD CROSSING AT
 PV0119'A SMALL RANCH, AT A SMALL CONCRETE CULVERT, ON THE MIDDLE OF THE
 PV0119'SPAN, AND 23 FEET SW OF THE CENTERLINE OF THE MAIN TRACK.  A
 PV0119'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0295 ***********************************************************************
 MQ0295  DESIGNATION -  N 71
 MQ0295  PID         -  MQ0295
 MQ0295  STATE/COUNTY-  WY/SWEETWATER
 MQ0295  USGS QUAD   -  BIG ISLAND BRIDGE (1980)
 MQ0295
 MQ0295                         *CURRENT SURVEY CONTROL
 MQ0295  ___________________________________________________________________
 MQ0295* NAD 83(1986)-  41 45 41.     (N)    109 44 40.     (W)     SCALED    
 MQ0295* NAVD 88     -      1896.582  (meters)    6222.37   (feet)  ADJUSTED  
 MQ0295  ___________________________________________________________________
 MQ0295  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0295  DYNAMIC HT  -        1895.008 (meters)    6217.21  (feet)  COMP
 MQ0295  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 MQ0295
 MQ0295  VERT ORDER  -  SECOND    CLASS 0
 MQ0295
 MQ0295.The horizontal coordinates were scaled from a topographic map and have
 MQ0295.an estimated accuracy of +/- 6 seconds.
 MQ0295
 MQ0295.The orthometric height was determined by differential leveling
 MQ0295.and adjusted by the National Geodetic Survey in June 1991..
 MQ0295
 MQ0295.The geoid height was determined by GEOID03.
 MQ0295
 MQ0295.The dynamic height is computed by dividing the NAVD 88
 MQ0295.geopotential number by the normal gravity value computed on the
 MQ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0295.degrees latitude (g = 980.6199 gals.).
 MQ0295
 MQ0295.The modeled gravity was interpolated from observed gravity values.
 MQ0295
 MQ0295;                    North         East    Units  Estimated Accuracy
 MQ0295;SPC WYWC     -   140,560.      517,310.      MT  (+/- 180 meters Scaled)
 MQ0295
 MQ0295                          SUPERSEDED SURVEY CONTROL
 MQ0295
 MQ0295  NGVD 29 (??/??/92) 1895.326  (m)         6218.25   (f) ADJ UNCH    2 0
 MQ0295
 MQ0295.Superseded values are not recommended for survey control.
 MQ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0295.See file dsdata.txt to determine how the superseded data were derived.
 MQ0295
 MQ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM043240(NAD 83)
 MQ0295_MARKER: DB = BENCH MARK DISK
 MQ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0295_STAMPING: N 71 1934
 MQ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0295+STABILITY: SURFACE MOTION
 MQ0295
 MQ0295  HISTORY     - Date     Condition        Report By
 MQ0295  HISTORY     - 1934     MONUMENTED       CGS
 MQ0295
 MQ0295                          STATION DESCRIPTION
 MQ0295
 MQ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0295'19.3 MI NE FROM GRANGER.
 MQ0295'ABOUT 19.3 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0295'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT 2
 MQ0295'MILES EAST OF THE INTERSECTION WITH THE YELLOWSTONE ROAD, ABOUT 0.4
 MQ0295'MILE WEST OF THE STEEL BRIDGE OVER GREEN RIVER, ABOUT 520 FEET EAST OF
 MQ0295'THE SOUTHWEST CORNER OF A FENCE, ABOUT 300 FEET SOUTH OF AN
 MQ0295'EAST-AND-WEST FENCE, ON A WHITE ALKALI FLAT BARE OF VEGETATION, AND 48
 MQ0295'FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED N
 MQ0295'71 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0141 ***********************************************************************
 MP0141  DESIGNATION -  N 74
 MP0141  PID         -  MP0141
 MP0141  STATE/COUNTY-  WY/CARBON
 MP0141  USGS QUAD   -  RED MOUNTAIN (1983)
 MP0141
 MP0141                         *CURRENT SURVEY CONTROL
 MP0141  ___________________________________________________________________
 MP0141* NAD 83(1986)-  41 09 25.     (N)    106 56 14.     (W)     SCALED    
 MP0141* NAVD 88     -      2855.729  (meters)    9369.17   (feet)  ADJUSTED  
 MP0141  ___________________________________________________________________
 MP0141  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 MP0141  DYNAMIC HT  -        2852.832 (meters)    9359.67  (feet)  COMP
 MP0141  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 MP0141
 MP0141  VERT ORDER  -  SECOND    CLASS 0
 MP0141
 MP0141.The horizontal coordinates were scaled from a topographic map and have
 MP0141.an estimated accuracy of +/- 6 seconds.
 MP0141
 MP0141.The orthometric height was determined by differential leveling
 MP0141.and adjusted by the National Geodetic Survey in June 1991..
 MP0141
 MP0141.The geoid height was determined by GEOID03.
 MP0141
 MP0141.The dynamic height is computed by dividing the NAVD 88
 MP0141.geopotential number by the normal gravity value computed on the
 MP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0141.degrees latitude (g = 980.6199 gals.).
 MP0141
 MP0141.The modeled gravity was interpolated from observed gravity values.
 MP0141
 MP0141;                    North         East    Units  Estimated Accuracy
 MP0141;SPC WYEC     -   173,030.      433,250.      MT  (+/- 180 meters Scaled)
 MP0141
 MP0141                          SUPERSEDED SURVEY CONTROL
 MP0141
 MP0141  NGVD 29 (??/??/92) 2854.316  (m)         9364.54   (f) ADJ UNCH    2 0
 MP0141
 MP0141.Superseded values are not recommended for survey control.
 MP0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0141.See file dsdata.txt to determine how the superseded data were derived.
 MP0141
 MP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF374579(NAD 83)
 MP0141_MARKER: DB = BENCH MARK DISK
 MP0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0141_STAMPING: N 74 1934
 MP0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0141+STABILITY: SURFACE MOTION
 MP0141
 MP0141  HISTORY     - Date     Condition        Report By
 MP0141  HISTORY     - 1934     MONUMENTED       CGS
 MP0141
 MP0141                          STATION DESCRIPTION
 MP0141
 MP0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0141'10.0 MI W FROM ENCAMPMENT.
 MP0141'10.0 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 2.6 MILES EAST
 MP0141'OF THE CONTINENTAL DIVIDE, 153 FEET NORTHWEST OF AN OLD MINING SHAFT
 MP0141'AT THE CENTER OF A TAILINGS PILE, 50 FEET SOUTHWEST OF THE SUMMIT OF A
 MP0141'RIDGE BETWEEN TWO PROMINENT ROCK OUTCROPS ABOUT 300 FEET APART, AND 32
 MP0141'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 MP0141'STAMPED N 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0128 ***********************************************************************
 MP0128  DESIGNATION -  N 75
 MP0128  PID         -  MP0128
 MP0128  STATE/COUNTY-  WY/CARBON
 MP0128  USGS QUAD   -  COW CREEK (1961)
 MP0128
 MP0128                         *CURRENT SURVEY CONTROL
 MP0128  ___________________________________________________________________
 MP0128* NAD 83(1986)-  41 18 12.     (N)    106 42 58.     (W)     SCALED    
 MP0128* NAVD 88     -      2127.271  (meters)    6979.22   (feet)  ADJUSTED  
 MP0128  ___________________________________________________________________
 MP0128  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 MP0128  DYNAMIC HT  -        2125.363 (meters)    6972.96  (feet)  COMP
 MP0128  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 MP0128
 MP0128  VERT ORDER  -  SECOND    CLASS 0
 MP0128
 MP0128.The horizontal coordinates were scaled from a topographic map and have
 MP0128.an estimated accuracy of +/- 6 seconds.
 MP0128
 MP0128.The orthometric height was determined by differential leveling
 MP0128.and adjusted by the National Geodetic Survey in June 1991..
 MP0128
 MP0128.The geoid height was determined by GEOID03.
 MP0128
 MP0128.The dynamic height is computed by dividing the NAVD 88
 MP0128.geopotential number by the normal gravity value computed on the
 MP0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0128.degrees latitude (g = 980.6199 gals.).
 MP0128
 MP0128.The modeled gravity was interpolated from observed gravity values.
 MP0128
 MP0128;                    North         East    Units  Estimated Accuracy
 MP0128;SPC WYEC     -   189,390.      451,690.      MT  (+/- 180 meters Scaled)
 MP0128
 MP0128                          SUPERSEDED SURVEY CONTROL
 MP0128
 MP0128  NGVD 29 (??/??/92) 2126.081  (m)         6975.32   (f) ADJ UNCH    2 0
 MP0128
 MP0128.Superseded values are not recommended for survey control.
 MP0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0128.See file dsdata.txt to determine how the superseded data were derived.
 MP0128
 MP0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF563738(NAD 83)
 MP0128_MARKER: DB = BENCH MARK DISK
 MP0128_SETTING: 66 = SET IN ROCK OUTCROP
 MP0128_SP_SET: ROCK OUTCROP
 MP0128_STAMPING: N 75 1934
 MP0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0128+STABILITY: POSITION/ELEVATION WELL
 MP0128
 MP0128  HISTORY     - Date     Condition        Report By
 MP0128  HISTORY     - 1934     MONUMENTED       CGS
 MP0128
 MP0128                          STATION DESCRIPTION
 MP0128
 MP0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0128'9.2 MI N FROM ENCAMPMENT.
 MP0128'9.2 MILES NORTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD FROM
 MP0128'THE STATION AT ENCAMPMENT, 0.5 MILE SOUTHWEST OF THE SIDING AT
 MP0128'RAINBOW, 595 FEET NORTHEAST OF MILEPOST 36, 300 FEET NORTH OF WYOO
 MP0128'CLUBHOUSE, ON THE INSIDE OF A RAILCURVE, 75 FEET WEST OF AN IRRIGATION
 MP0128'CANAL GATE, 23 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, IN THE
 MP0128'TOP OF A SMALL LEDGE OF GRANITE ROCK OUTCROP, AND ABOUT 2 FEET HIGHER
 MP0128'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED N 75 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0204 ***********************************************************************
 MP0204  DESIGNATION -  N 76
 MP0204  PID         -  MP0204
 MP0204  STATE/COUNTY-  WY/CARBON
 MP0204  USGS QUAD   -  FORT STEELE (1971)
 MP0204
 MP0204                         *CURRENT SURVEY CONTROL
 MP0204  ___________________________________________________________________
 MP0204* NAD 83(1986)-  41 46 39.     (N)    106 55 47.     (W)     SCALED    
 MP0204* NAVD 88     -      1981.979  (meters)    6502.54   (feet)  ADJUSTED  
 MP0204  ___________________________________________________________________
 MP0204  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 MP0204  DYNAMIC HT  -        1980.305 (meters)    6497.05  (feet)  COMP
 MP0204  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 MP0204
 MP0204  VERT ORDER  -  SECOND    CLASS 0
 MP0204
 MP0204.The horizontal coordinates were scaled from a topographic map and have
 MP0204.an estimated accuracy of +/- 6 seconds.
 MP0204
 MP0204.The orthometric height was determined by differential leveling
 MP0204.and adjusted by the National Geodetic Survey in June 1991..
 MP0204
 MP0204.The geoid height was determined by GEOID03.
 MP0204
 MP0204.The dynamic height is computed by dividing the NAVD 88
 MP0204.geopotential number by the normal gravity value computed on the
 MP0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0204.degrees latitude (g = 980.6199 gals.).
 MP0204
 MP0204.The modeled gravity was interpolated from observed gravity values.
 MP0204
 MP0204;                    North         East    Units  Estimated Accuracy
 MP0204;SPC WYEC     -   241,950.      433,550.      MT  (+/- 180 meters Scaled)
 MP0204
 MP0204                          SUPERSEDED SURVEY CONTROL
 MP0204
 MP0204  NGVD 29 (??/??/92) 1980.814  (m)         6498.72   (f) ADJ UNCH    2 0
 MP0204
 MP0204.Superseded values are not recommended for survey control.
 MP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0204.See file dsdata.txt to determine how the superseded data were derived.
 MP0204
 MP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG396268(NAD 83)
 MP0204_MARKER: DB = BENCH MARK DISK
 MP0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0204_STAMPING: N 76 1934
 MP0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0204+STABILITY: SURFACE MOTION
 MP0204
 MP0204  HISTORY     - Date     Condition        Report By
 MP0204  HISTORY     - 1934     MONUMENTED       CGS
 MP0204  HISTORY     - 1947     GOOD             NGS
 MP0204  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0204
 MP0204                          STATION DESCRIPTION
 MP0204
 MP0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0204'0.8 MI E FROM FORT STEELE.
 MP0204'THE MARK HAS PROBABLY BEEN GRADED OUT, IT WAS MEASURED OFF ACCORDING
 MP0204'TO THE OLD DESCRIPTION AND THE MARK WOULD BE AT THE NORTH EDGE OF A
 MP0204'RAILWAY GRADE.  DESTRUCTION OF THE MARK IS NOT CONFIRMED.  ABOUT 0.8
 MP0204'MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM FORT STEELE, CARBON
 MP0204'COUNTY, ABOUT 1,050 FEET WEST OF BRIDGE 666.49, AT THE CROSSING OF THE
 MP0204'FORMER LINCOLN HIGHWAY, 45 FEET NORTHWEST OF THE INTERSECTION OF THE
 MP0204'CENTER LINE OF THE HIGHWAY AND THE NORTH MAIN TRACK, AND 19 FEET NORTH
 MP0204'OF THE CENTER LINE OF THE NORTH TRACK.  A STANDARD DISK, STAMPED N 76
 MP0204'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MP0204
 MP0204                          STATION RECOVERY (1983)
 MP0204
 MP0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0111 ***********************************************************************
 OX0111  DESIGNATION -  N 77
 OX0111  PID         -  OX0111
 OX0111  STATE/COUNTY-  WY/LINCOLN
 OX0111  USGS QUAD   -  FERRY PEAK (1996)
 OX0111
 OX0111                         *CURRENT SURVEY CONTROL
 OX0111  ___________________________________________________________________
 OX0111* NAD 83(1986)-  43 11 29.     (N)    110 56 47.     (W)     SCALED    
 OX0111* NAVD 88     -      1766.233  (meters)    5794.72   (feet)  ADJUSTED  
 OX0111  ___________________________________________________________________
 OX0111  GEOID HEIGHT-         -10.28  (meters)                     GEOID03
 OX0111  DYNAMIC HT  -        1765.060 (meters)    5790.87  (feet)  COMP
 OX0111  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 OX0111
 OX0111  VERT ORDER  -  SECOND    CLASS 0
 OX0111
 OX0111.The horizontal coordinates were scaled from a topographic map and have
 OX0111.an estimated accuracy of +/- 6 seconds.
 OX0111
 OX0111.The orthometric height was determined by differential leveling
 OX0111.and adjusted by the National Geodetic Survey in June 1991..
 OX0111
 OX0111.The geoid height was determined by GEOID03.
 OX0111
 OX0111.The dynamic height is computed by dividing the NAVD 88
 OX0111.geopotential number by the normal gravity value computed on the
 OX0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0111.degrees latitude (g = 980.6199 gals.).
 OX0111
 OX0111.The modeled gravity was interpolated from observed gravity values.
 OX0111
 OX0111;                    North         East    Units  Estimated Accuracy
 OX0111;SPC WY W     -   399,280.      729,850.      MT  (+/- 180 meters Scaled)
 OX0111
 OX0111                          SUPERSEDED SURVEY CONTROL
 OX0111
 OX0111  NGVD 29 (??/??/92) 1764.994  (m)         5790.65   (f) ADJ UNCH    2 0
 OX0111
 OX0111.Superseded values are not recommended for survey control.
 OX0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0111.See file dsdata.txt to determine how the superseded data were derived.
 OX0111
 OX0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN043820(NAD 83)
 OX0111_MARKER: DB = BENCH MARK DISK
 OX0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0111_STAMPING: N 77 1948
 OX0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0111+STABILITY: SURFACE MOTION
 OX0111
 OX0111  HISTORY     - Date     Condition        Report By
 OX0111  HISTORY     - 1948     MONUMENTED       CGS
 OX0111  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0111
 OX0111                          STATION DESCRIPTION
 OX0111
 OX0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0111'5.1 MI NE FROM ALPINE.
 OX0111'5.1 MILES NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST OFFICE
 OX0111'AT ALPINE, AT A CUT, 162.0 FEET NORTHEAST OF THE EAST END OF A LARGE
 OX0111'CULVERT OVER COTTONWOOD CREEK, 36.0 FEET SOUTHEAST OF THE CENTER LINE
 OX0111'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 OX0111'ABOVE THE GROUND.
 OX0111
 OX0111                          STATION RECOVERY (1965)
 OX0111
 OX0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0653 ***********************************************************************
 MO0653  DESIGNATION -  N 78
 MO0653  PID         -  MO0653
 MO0653  STATE/COUNTY-  WY/ALBANY
 MO0653  USGS QUAD   -  BEST RANCH (1978)
 MO0653
 MO0653                         *CURRENT SURVEY CONTROL
 MO0653  ___________________________________________________________________
 MO0653* NAD 83(1986)-  41 05 21.     (N)    105 34 40.     (W)     SCALED    
 MO0653* NAVD 88     -      2320.261  (meters)    7612.39   (feet)  ADJUSTED  
 MO0653  ___________________________________________________________________
 MO0653  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 MO0653  DYNAMIC HT  -        2318.150 (meters)    7605.46  (feet)  COMP
 MO0653  MODELED GRAV-     979,629.3   (mgal)                       NAVD 88
 MO0653
 MO0653  VERT ORDER  -  SECOND    CLASS 0
 MO0653
 MO0653.The horizontal coordinates were scaled from a topographic map and have
 MO0653.an estimated accuracy of +/- 6 seconds.
 MO0653
 MO0653.The orthometric height was determined by differential leveling
 MO0653.and adjusted by the National Geodetic Survey in June 1991..
 MO0653
 MO0653.The geoid height was determined by GEOID03.
 MO0653
 MO0653.The dynamic height is computed by dividing the NAVD 88
 MO0653.geopotential number by the normal gravity value computed on the
 MO0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0653.degrees latitude (g = 980.6199 gals.).
 MO0653
 MO0653.The modeled gravity was interpolated from observed gravity values.
 MO0653
 MO0653;                    North         East    Units  Estimated Accuracy
 MO0653;SPC WY E     -    65,500.      165,460.      MT  (+/- 180 meters Scaled)
 MO0653
 MO0653                          SUPERSEDED SURVEY CONTROL
 MO0653
 MO0653  NGVD 29 (??/??/92) 2319.127  (m)         7608.67   (f) ADJ UNCH    2 0
 MO0653
 MO0653.Superseded values are not recommended for survey control.
 MO0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0653.See file dsdata.txt to determine how the superseded data were derived.
 MO0653
 MO0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF514488(NAD 83)
 MO0653_MARKER: DB = BENCH MARK DISK
 MO0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0653_STAMPING: N 78 1951
 MO0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0653+STABILITY: SURFACE MOTION
 MO0653
 MO0653  HISTORY     - Date     Condition        Report By
 MO0653  HISTORY     - 1951     MONUMENTED       CGS
 MO0653
 MO0653                          STATION DESCRIPTION
 MO0653
 MO0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0653'4.2 MI NW FROM TIE SIDING.
 MO0653'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0653'TIE SIDING, THENCE 3.2 MILES WEST ALONG A WINDING GRAVELED ROAD,
 MO0653'AT A CURVE IN THE ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE
 MO0653'ROAD, 20 FEET EAST OF A FENCE CORNER, 1.2 FEET SOUTH OF A FENCE,
 MO0653'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0653'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0612 ***********************************************************************
 MO0612  DESIGNATION -  N 79
 MO0612  PID         -  MO0612
 MO0612  STATE/COUNTY-  WY/ALBANY
 MO0612  USGS QUAD   -  JELM MOUNTAIN (1978)
 MO0612
 MO0612                         *CURRENT SURVEY CONTROL
 MO0612  ___________________________________________________________________
 MO0612* NAD 83(1986)-  41 02 03.     (N)    105 59 40.     (W)     SCALED    
 MO0612* NAVD 88     -      2444.768  (meters)    8020.88   (feet)  ADJUSTED  
 MO0612  ___________________________________________________________________
 MO0612  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 MO0612  DYNAMIC HT  -        2442.439 (meters)    8013.24  (feet)  COMP
 MO0612  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 MO0612
 MO0612  VERT ORDER  -  SECOND    CLASS 0
 MO0612
 MO0612.The horizontal coordinates were scaled from a topographic map and have
 MO0612.an estimated accuracy of +/- 6 seconds.
 MO0612
 MO0612.The orthometric height was determined by differential leveling
 MO0612.and adjusted by the National Geodetic Survey in June 1991..
 MO0612
 MO0612.The geoid height was determined by GEOID03.
 MO0612
 MO0612.The dynamic height is computed by dividing the NAVD 88
 MO0612.geopotential number by the normal gravity value computed on the
 MO0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0612.degrees latitude (g = 980.6199 gals.).
 MO0612
 MO0612.The modeled gravity was interpolated from observed gravity values.
 MO0612
 MO0612;                    North         East    Units  Estimated Accuracy
 MO0612;SPC WY E     -    59,650.      130,400.      MT  (+/- 180 meters Scaled)
 MO0612
 MO0612                          SUPERSEDED SURVEY CONTROL
 MO0612
 MO0612  NGVD 29 (??/??/92) 2443.555  (m)         8016.90   (f) ADJ UNCH    2 0
 MO0612
 MO0612.Superseded values are not recommended for survey control.
 MO0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0612.See file dsdata.txt to determine how the superseded data were derived.
 MO0612
 MO0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF164430(NAD 83)
 MO0612_MARKER: DB = BENCH MARK DISK
 MO0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0612_STAMPING: N 79 1951
 MO0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0612+STABILITY: SURFACE MOTION
 MO0612
 MO0612  HISTORY     - Date     Condition        Report By
 MO0612  HISTORY     - 1951     MONUMENTED       CGS
 MO0612
 MO0612                          STATION DESCRIPTION
 MO0612
 MO0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0612'6.2 MI S FROM WOODS LANDING.
 MO0612'6.2 MI S ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 MO0612'BRIDGE AT WOODS LANDING, 95 FT NE OF THE CENTER LINE OF THE
 MO0612'ROAD, 2 FT SE OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0612'POST WHICH PROJECTS 0.4 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0304 ***********************************************************************
 PV0304  DESIGNATION -  N 8
 PV0304  PID         -  PV0304
 PV0304  STATE/COUNTY-  WY/CAMPBELL
 PV0304  USGS QUAD   -  ECHETA (1972)
 PV0304
 PV0304                         *CURRENT SURVEY CONTROL
 PV0304  ___________________________________________________________________
 PV0304* NAD 83(1986)-  44 27 37.     (N)    105 52 45.     (W)     SCALED    
 PV0304* NAVD 88     -      1243.839  (meters)    4080.83   (feet)  ADJUSTED  
 PV0304  ___________________________________________________________________
 PV0304  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 PV0304  DYNAMIC HT  -        1243.342 (meters)    4079.20  (feet)  COMP
 PV0304  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 PV0304
 PV0304  VERT ORDER  -  FIRST     CLASS II
 PV0304
 PV0304.The horizontal coordinates were scaled from a topographic map and have
 PV0304.an estimated accuracy of +/- 6 seconds.
 PV0304
 PV0304.The orthometric height was determined by differential leveling
 PV0304.and adjusted by the National Geodetic Survey in June 1991..
 PV0304
 PV0304.The geoid height was determined by GEOID03.
 PV0304
 PV0304.The dynamic height is computed by dividing the NAVD 88
 PV0304.geopotential number by the normal gravity value computed on the
 PV0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0304.degrees latitude (g = 980.6199 gals.).
 PV0304
 PV0304.The modeled gravity was interpolated from observed gravity values.
 PV0304
 PV0304;                    North         East    Units  Estimated Accuracy
 PV0304;SPC WY E     -   440,140.      143,300.      MT  (+/- 180 meters Scaled)
 PV0304
 PV0304                          SUPERSEDED SURVEY CONTROL
 PV0304
 PV0304  NGVD 29 (??/??/92) 1243.161  (m)         4078.60   (f) ADJ UNCH    1 2
 PV0304
 PV0304.Superseded values are not recommended for survey control.
 PV0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0304.See file dsdata.txt to determine how the superseded data were derived.
 PV0304
 PV0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK300233(NAD 83)
 PV0304_MARKER: P = PIPE CAP
 PV0304_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0304_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PV0304_STAMPING: N 8 ELEV 4078.857 FT
 PV0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0304
 PV0304  HISTORY     - Date     Condition        Report By
 PV0304  HISTORY     - 1908     MONUMENTED       CGS
 PV0304  HISTORY     - 1957     GOOD             NGS
 PV0304  HISTORY     - 1972     POOR             USGS
 PV0304
 PV0304                          STATION DESCRIPTION
 PV0304
 PV0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0304'19.6 MI SE FROM ARVADA.
 PV0304'ABOUT 19.55 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON
 PV0304'AND QUINCY RAILROAD FROM THE STATION AT ARVADA, 164 FEET
 PV0304'NORTH-NORTHWEST OF THE STATION SIGN AT ECHETA, 87 FEET NORTHEAST
 PV0304'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 37 1/2 FEET NORTHEAST
 PV0304'OF THE SECOND POLE NORTHWEST OF ECHETA STATION SIGN, 91 FEET
 PV0304'EAST-SOUTHEAST OF A LONE 18-INCH COTTONWOOD, 89 FEET NORTHWEST
 PV0304'OF A 3-INCH CEDAR THAT IS AT THE NORTH CORNER OF A GROVE OF
 PV0304'COTTONWOODS, 181 FEET WEST OF THE CENTER OF A GATE IN THE
 PV0304'NORTHEAST RIGHT OF WAY FENCE LINE, NORTHEAST AND ACROSS THE
 PV0304'TRACK FROM AN OLD GRAVEL LOADING DOCK, A CAP ON THE TOP OF A
 PV0304'3-INCH IRON PIPE PROJECTING 7 INCHES.
 PV0304
 PV0304                          STATION RECOVERY (1972)
 PV0304
 PV0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PV0304'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0071 ***********************************************************************
 MO0071  DESIGNATION -  N 80
 MO0071  PID         -  MO0071
 MO0071  STATE/COUNTY-  WY/LARAMIE
 MO0071  USGS QUAD   -  PINE BLUFFS SE (1991)
 MO0071
 MO0071                         *CURRENT SURVEY CONTROL
 MO0071  ___________________________________________________________________
 MO0071* NAD 83(1986)-  41 03 24.     (N)    104 03 53.     (W)     SCALED    
 MO0071* NAVD 88     -      1640.689  (meters)    5382.83   (feet)  ADJUSTED  
 MO0071  ___________________________________________________________________
 MO0071  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 MO0071  DYNAMIC HT  -        1639.378 (meters)    5378.53  (feet)  COMP
 MO0071  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 MO0071
 MO0071  VERT ORDER  -  SECOND    CLASS 0
 MO0071
 MO0071.The horizontal coordinates were scaled from a topographic map and have
 MO0071.an estimated accuracy of +/- 6 seconds.
 MO0071
 MO0071.The orthometric height was determined by differential leveling
 MO0071.and adjusted by the National Geodetic Survey in June 1991..
 MO0071
 MO0071.The geoid height was determined by GEOID03.
 MO0071
 MO0071.The dynamic height is computed by dividing the NAVD 88
 MO0071.geopotential number by the normal gravity value computed on the
 MO0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0071.degrees latitude (g = 980.6199 gals.).
 MO0071
 MO0071.The modeled gravity was interpolated from observed gravity values.
 MO0071
 MO0071;                    North         East    Units  Estimated Accuracy
 MO0071;SPC WY E     -    62,400.      292,630.      MT  (+/- 180 meters Scaled)
 MO0071
 MO0071                          SUPERSEDED SURVEY CONTROL
 MO0071
 MO0071  NGVD 29 (??/??/92) 1639.868  (m)         5380.13   (f) ADJ UNCH    2 0
 MO0071
 MO0071.Superseded values are not recommended for survey control.
 MO0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0071.See file dsdata.txt to determine how the superseded data were derived.
 MO0071
 MO0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF785454(NAD 83)
 MO0071_MARKER: DB = BENCH MARK DISK
 MO0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0071_STAMPING: N 80 1952
 MO0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0071+STABILITY: SURFACE MOTION
 MO0071
 MO0071  HISTORY     - Date     Condition        Report By
 MO0071  HISTORY     - 1952     MONUMENTED       CGS
 MO0071
 MO0071                          STATION DESCRIPTION
 MO0071
 MO0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0071'9.2 MI S FROM PINE BLUFFS.
 MO0071'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 MO0071'RAILROAD STATION AT PINE BLUFFS, THENCE 8.8 MILES SOUTH ALONG
 MO0071'A GRAVELED ROAD, 146 FEET WEST OF THE CENTER LINE OF A NORTH AND
 MO0071'SOUTH GRAVELED ROAD, 101.5 FEET WEST OF A FENCE CORNER, 15 FEET
 MO0071'NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 3 FEET
 MO0071'SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP
 MO0071'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0112 ***********************************************************************
 MO0112  DESIGNATION -  N 81
 MO0112  PID         -  MO0112
 MO0112  STATE/COUNTY-  WY/LARAMIE
 MO0112  USGS QUAD   -  BURNS (1991)
 MO0112
 MO0112                         *CURRENT SURVEY CONTROL
 MO0112  ___________________________________________________________________
 MO0112* NAD 83(1986)-  41 08 35.     (N)    104 20 58.     (W)     SCALED    
 MO0112* NAVD 88     -      1647.848  (meters)    5406.31   (feet)  ADJUSTED  
 MO0112  ___________________________________________________________________
 MO0112  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 MO0112  DYNAMIC HT  -        1646.492 (meters)    5401.87  (feet)  COMP
 MO0112  MODELED GRAV-     979,742.8   (mgal)                       NAVD 88
 MO0112
 MO0112  VERT ORDER  -  SECOND    CLASS 0
 MO0112
 MO0112.The horizontal coordinates were scaled from a topographic map and have
 MO0112.an estimated accuracy of +/- 6 seconds.
 MO0112
 MO0112.The orthometric height was determined by differential leveling
 MO0112.and adjusted by the National Geodetic Survey in June 1991..
 MO0112
 MO0112.The geoid height was determined by GEOID03.
 MO0112
 MO0112.The dynamic height is computed by dividing the NAVD 88
 MO0112.geopotential number by the normal gravity value computed on the
 MO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0112.degrees latitude (g = 980.6199 gals.).
 MO0112
 MO0112.The modeled gravity was interpolated from observed gravity values.
 MO0112
 MO0112;                    North         East    Units  Estimated Accuracy
 MO0112;SPC WY E     -    71,730.      268,600.      MT  (+/- 180 meters Scaled)
 MO0112
 MO0112                          SUPERSEDED SURVEY CONTROL
 MO0112
 MO0112  NGVD 29 (??/??/92) 1646.941  (m)         5403.34   (f) ADJ UNCH    2 0
 MO0112
 MO0112.Superseded values are not recommended for survey control.
 MO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0112.See file dsdata.txt to determine how the superseded data were derived.
 MO0112
 MO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF545548(NAD 83)
 MO0112_MARKER: DB = BENCH MARK DISK
 MO0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0112_SP_SET: BRIDGE
 MO0112_STAMPING: N 81 1952
 MO0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0112
 MO0112  HISTORY     - Date     Condition        Report By
 MO0112  HISTORY     - 1952     MONUMENTED       CGS
 MO0112
 MO0112                          STATION DESCRIPTION
 MO0112
 MO0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0112'4 MI SE FROM BURNS.
 MO0112'2.45 MILES SOUTH ALONG STATE SECONDARY ROAD 157 FROM THE POST
 MO0112'OFFICE AT BURNS, THENCE 0.5 MILE EAST ALONG U.S. HIGHWAY 30,
 MO0112'THENCE 1.0 MILE SOUTH ALONG STATE SECONDARY ROAD 179, 18 FEET
 MO0112'WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 MO0112'CENTER OF THE WEST HEADWALL OF AN 18 FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0087 ***********************************************************************
 PX0087  DESIGNATION -  N 83
 PX0087  PID         -  PX0087
 PX0087  STATE/COUNTY-  WY/PARK
 PX0087  USGS QUAD   -  SLEEPERS RANCH (1985)
 PX0087
 PX0087                         *CURRENT SURVEY CONTROL
 PX0087  ___________________________________________________________________
 PX0087* NAD 83(1993)-  44 15 04.65496(N)    108 51 39.31008(W)     ADJUSTED  
 PX0087* NAVD 88     -      1743.404  (meters)    5719.82   (feet)  ADJUSTED  
 PX0087  ___________________________________________________________________
 PX0087  X           -  -1,479,705.365 (meters)                     COMP
 PX0087  Y           -  -4,331,504.231 (meters)                     COMP
 PX0087  Z           -   4,429,342.936 (meters)                     COMP
 PX0087  LAPLACE CORR-         -15.16  (seconds)                    DEFLEC99
 PX0087  ELLIP HEIGHT-        1731.52  (meters)          (02/28/01) GPS OBS
 PX0087  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 PX0087  DYNAMIC HT  -        1742.454 (meters)    5716.70  (feet)  COMP
 PX0087  MODELED GRAV-     980,011.5   (mgal)                       NAVD 88
 PX0087
 PX0087  HORZ ORDER  -  A
 PX0087  VERT ORDER  -  SECOND    CLASS 0
 PX0087  ELLP ORDER  -  SECOND    CLASS I
 PX0087
 PX0087.The horizontal coordinates were established by GPS observations
 PX0087.and adjusted by the National Geodetic Survey in February 2001..
 PX0087
 PX0087.The orthometric height was determined by differential leveling
 PX0087.and adjusted by the National Geodetic Survey in June 1991..
 PX0087
 PX0087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PX0087
 PX0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0087
 PX0087.The ellipsoidal height was determined by GPS observations
 PX0087.and is referenced to NAD 83.
 PX0087
 PX0087.The geoid height was determined by GEOID03.
 PX0087
 PX0087.The dynamic height is computed by dividing the NAVD 88
 PX0087.geopotential number by the normal gravity value computed on the
 PX0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0087.degrees latitude (g = 980.6199 gals.).
 PX0087
 PX0087.The modeled gravity was interpolated from observed gravity values.
 PX0087
 PX0087;                    North         East     Units Scale Factor Converg.
 PX0087;SPC WYWC     -   416,675.908   591,141.760   MT  0.99993846   -0 04 38.6
 PX0087;UTM  12      - 4,902,009.049   670,774.478   MT  0.99995868   +1 29 34.9
 PX0087
 PX0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0087!SPC WYWC     -   0.99972857  x   0.99993846  =   0.99966705
 PX0087!UTM  12      -   0.99972857  x   0.99995868  =   0.99968726
 PX0087
 PX0087                          SUPERSEDED SURVEY CONTROL
 PX0087
 PX0087  NGVD 29 (??/??/92) 1742.340  (m)         5716.33   (f) ADJ UNCH    2 0
 PX0087
 PX0087.Superseded values are not recommended for survey control.
 PX0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0087.See file dsdata.txt to determine how the superseded data were derived.
 PX0087
 PX0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7077402009(NAD 83)
 PX0087_MARKER: DB = BENCH MARK DISK
 PX0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0087_STAMPING: N 83 1934
 PX0087_MARK LOGO: CGS   
 PX0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0087+STABILITY: SURFACE MOTION
 PX0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0087+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1999
 PX0087
 PX0087  HISTORY     - Date     Condition        Report By
 PX0087  HISTORY     - 1934     MONUMENTED       CGS
 PX0087  HISTORY     - 19990911 GOOD             LOCSUR
 PX0087
 PX0087                          STATION DESCRIPTION
 PX0087
 PX0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0087'8.6 MI NW FROM MEETEETSE.
 PX0087'ABOUT 8.6 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0087'AT MEETEETSE, PARK COUNTY, ABOUT 1.3 MILES NORTHWEST OF COTTONWOOD
 PX0087'CREEK, ABOUT 200 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 PX0087'175 FEET SOUTHEAST OF A CONCRETE CULVERT, ACROSS A DEEP GULLY SOUTH OF
 PX0087'AN OLD ROAD BED, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY. A STANDARD
 PX0087'DISK, STAMPED N 83 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PX0087
 PX0087                          STATION RECOVERY (1999)
 PX0087
 PX0087'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (KDJ)
 PX0087'THE STATION IS LOCATED IN PARK COUNTY, WYOMING 21.1 MILES (34.0 KM) SE
 PX0087'OF CODY, WYOMING AND 6.9 MILES (11.1 KM) NW OF MEETEESE, JUST OUTSIDE
 PX0087'OF THE WESTERLY RIGHT-OF-WAY OF WY HIGHWAY 120, 1.5 MI (2.4 KM) SOUTH
 PX0087'OF THE MEETEETSE RIM AND JUST SOUTH OF A SMALL STOCK POND ON AN
 PX0087'UNNAMED DRAW.  OWNERSHIP--U.S.  DEPARTMENT OF THE INTERIOR, BUREAU OF
 PX0087'LAND MANAGEMENT, WYOMING LAND OFFICE, CHEYENNE.  TO REACH THE STATION
 PX0087'FROM THE INTERSECTION OF WYOMING HIGHWAY 120 AND PARK COUNTY ROAD 3LE
 PX0087'(AKA LOWER GREYBULL RIVER ROAD OR BURLINGTON - MEETEETSE RD) , SAID
 PX0087'INTERSECTION BEING 5.0 MILES (8.0 KM) NW OF MEETEETSE AND 23 MILES
 PX0087'(37.0 KM) SE OF CODY ON US HIGHWAY 120, GO 1.7 MILES (2.7 KM) NW ON WY
 PX0087'HIGHWAY 120 TO A GRAVELLED APPROACH AND ROW FENCE GATE, GO 0.2 MILES
 PX0087'(0.3 KM) NW PARALLEL TO THE HIGHWAY TO STATION.  THE STATION IS
 PX0087'VISIBLE FROM THE HIGHWAY.  THE STATION IS A STANDARD DISK STAMPED N 83
 PX0087'1934 SET IN THE TOP OF A CONCRETE POST AND PROJECTING 12 INCHES ABOVE
 PX0087'GROUND.  DESCRIBED BY KEVIN D.  JONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0176 ***********************************************************************
 PX0176  DESIGNATION -  N 84
 PX0176  PID         -  PX0176
 PX0176  STATE/COUNTY-  WY/PARK
 PX0176  USGS QUAD   -  CHAPMAN BENCH (1987)
 PX0176
 PX0176                         *CURRENT SURVEY CONTROL
 PX0176  ___________________________________________________________________
 PX0176* NAD 83(1986)-  44 47 14.     (N)    109 10 49.     (W)     SCALED    
 PX0176* NAVD 88     -      1430.312  (meters)    4692.62   (feet)  ADJUSTED  
 PX0176  ___________________________________________________________________
 PX0176  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 PX0176  DYNAMIC HT  -        1429.633 (meters)    4690.39  (feet)  COMP
 PX0176  MODELED GRAV-     980,093.7   (mgal)                       NAVD 88
 PX0176
 PX0176  VERT ORDER  -  SECOND    CLASS 0
 PX0176
 PX0176.The horizontal coordinates were scaled from a topographic map and have
 PX0176.an estimated accuracy of +/- 6 seconds.
 PX0176
 PX0176.The orthometric height was determined by differential leveling
 PX0176.and adjusted by the National Geodetic Survey in June 1991..
 PX0176
 PX0176.The geoid height was determined by GEOID03.
 PX0176
 PX0176.The dynamic height is computed by dividing the NAVD 88
 PX0176.geopotential number by the normal gravity value computed on the
 PX0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0176.degrees latitude (g = 980.6199 gals.).
 PX0176
 PX0176.The modeled gravity was interpolated from observed gravity values.
 PX0176
 PX0176;                    North         East    Units  Estimated Accuracy
 PX0176;SPC WYWC     -   476,310.      565,950.      MT  (+/- 180 meters Scaled)
 PX0176
 PX0176                          SUPERSEDED SURVEY CONTROL
 PX0176
 PX0176  NGVD 29 (??/??/92) 1429.220  (m)         4689.03   (f) ADJ UNCH    2 0
 PX0176
 PX0176.Superseded values are not recommended for survey control.
 PX0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0176.See file dsdata.txt to determine how the superseded data were derived.
 PX0176
 PX0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ439609(NAD 83)
 PX0176_MARKER: DB = BENCH MARK DISK
 PX0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0176_STAMPING: N 84 1934
 PX0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0176+STABILITY: SURFACE MOTION
 PX0176
 PX0176  HISTORY     - Date     Condition        Report By
 PX0176  HISTORY     - 1934     MONUMENTED       CGS
 PX0176
 PX0176                          STATION DESCRIPTION
 PX0176
 PX0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0176'22.4 MI NW FROM CODY.
 PX0176'22.4 MILES NORTHWEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE
 PX0176'POST OFFICE AT CODY, PARK COUNTY, 56 FEET WEST OF THE CENTER LINE OF
 PX0176'THE ROAD, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED N
 PX0176'84 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0120 ***********************************************************************
 PX0120  DESIGNATION -  N 85
 PX0120  PID         -  PX0120
 PX0120  STATE/COUNTY-  WY/BIG HORN
 PX0120  USGS QUAD   -  Y U BENCH NE (1951)
 PX0120
 PX0120                         *CURRENT SURVEY CONTROL
 PX0120  ___________________________________________________________________
 PX0120* NAD 83(1986)-  44 27 38.     (N)    108 32 57.     (W)     SCALED    
 PX0120* NAVD 88     -      1435.710  (meters)    4710.33   (feet)  ADJUSTED  
 PX0120  ___________________________________________________________________
 PX0120  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 PX0120  DYNAMIC HT  -        1435.009 (meters)    4708.03  (feet)  COMP
 PX0120  MODELED GRAV-     980,080.5   (mgal)                       NAVD 88
 PX0120
 PX0120  VERT ORDER  -  SECOND    CLASS 0
 PX0120
 PX0120.The horizontal coordinates were scaled from a topographic map and have
 PX0120.an estimated accuracy of +/- 6 seconds.
 PX0120
 PX0120.The orthometric height was determined by differential leveling
 PX0120.and adjusted by the National Geodetic Survey in June 1991..
 PX0120
 PX0120.The geoid height was determined by GEOID03.
 PX0120
 PX0120.The dynamic height is computed by dividing the NAVD 88
 PX0120.geopotential number by the normal gravity value computed on the
 PX0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0120.degrees latitude (g = 980.6199 gals.).
 PX0120
 PX0120.The modeled gravity was interpolated from observed gravity values.
 PX0120
 PX0120;                    North         East    Units  Estimated Accuracy
 PX0120;SPC WYEC     -   540,640.      303,250.      MT  (+/- 180 meters Scaled)
 PX0120
 PX0120                          SUPERSEDED SURVEY CONTROL
 PX0120
 PX0120  NGVD 29 (??/??/92) 1434.714  (m)         4707.06   (f) ADJ UNCH    2 0
 PX0120
 PX0120.Superseded values are not recommended for survey control.
 PX0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0120.See file dsdata.txt to determine how the superseded data were derived.
 PX0120
 PX0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ949259(NAD 83)
 PX0120_MARKER: DB = BENCH MARK DISK
 PX0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0120_STAMPING: N 85 1934
 PX0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0120+STABILITY: SURFACE MOTION
 PX0120
 PX0120  HISTORY     - Date     Condition        Report By
 PX0120  HISTORY     - 1934     MONUMENTED       CGS
 PX0120
 PX0120                          STATION DESCRIPTION
 PX0120
 PX0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0120'26.8 MI E FROM CODY.
 PX0120'IN BIG HORN COUNTY, ABOUT 26.8 MILES EAST ALONG U.S. HIGHWAY 20 FROM
 PX0120'THE POST OFFICE AT CODY, PARK COUNTY, ABOUT 26.3 MILES WEST OF
 PX0120'GREYBULL, BIG HORN COUNTY, ABOUT 23.4 MILES EAST OF THE JUNCTION OF
 PX0120'STATE HIGHWAY 420, 68.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PX0120'14.6 FEET NORTH OF THE EDGE OF THE OLD ROAD, AND ABOUT LEVEL WITH THE
 PX0120'HIGHWAY. A STANDARD DISK, STAMPED N 85 1934 AND SET IN THE TOP OF A
 PX0120'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0051 ***********************************************************************
 PW0051  DESIGNATION -  N 86
 PW0051  PID         -  PW0051
 PW0051  STATE/COUNTY-  WY/CAMPBELL
 PW0051  USGS QUAD   -  CABIN CREEK NE (1971)
 PW0051
 PW0051                         *CURRENT SURVEY CONTROL
 PW0051  ___________________________________________________________________
 PW0051* NAD 83(1986)-  44 52 46.     (N)    106 02 08.     (W)     SCALED    
 PW0051* NAVD 88     -      1118.546  (meters)    3669.76   (feet)  ADJUSTED  
 PW0051  ___________________________________________________________________
 PW0051  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 PW0051  DYNAMIC HT  -        1118.193 (meters)    3668.60  (feet)  COMP
 PW0051  MODELED GRAV-     980,262.7   (mgal)                       NAVD 88
 PW0051  OBS GRAVITY -     980,262.7   (mgal)                       GRAV_OBS
 PW0051
 PW0051  VERT ORDER  -  SECOND    CLASS 0
 PW0051
 PW0051.The horizontal coordinates were scaled from a topographic map and have
 PW0051.an estimated accuracy of +/- 6 seconds.
 PW0051
 PW0051.The orthometric height was determined by differential leveling
 PW0051.and adjusted by the National Geodetic Survey in June 1991..
 PW0051
 PW0051.The geoid height was determined by GEOID03.
 PW0051
 PW0051.The dynamic height is computed by dividing the NAVD 88
 PW0051.geopotential number by the normal gravity value computed on the
 PW0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0051.degrees latitude (g = 980.6199 gals.).
 PW0051
 PW0051.The modeled gravity was interpolated from observed gravity values.
 PW0051.The observed gravity was obtained from relative gravimeter ties
 PW0051.to the IGSN71 gravity network.
 PW0051
 PW0051;                    North         East    Units  Estimated Accuracy
 PW0051;SPC WY E     -   486,840.      131,350.      MT  (+/- 180 meters Scaled)
 PW0051
 PW0051                          SUPERSEDED SURVEY CONTROL
 PW0051
 PW0051  NGVD 29 (??/??/92) 1117.901  (m)         3667.65   (f) ADJ UNCH    2 0
 PW0051
 PW0051.Superseded values are not recommended for survey control.
 PW0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0051.See file dsdata.txt to determine how the superseded data were derived.
 PW0051
 PW0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK182700(NAD 83)
 PW0051_MARKER: DB = BENCH MARK DISK
 PW0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0051_STAMPING: N 86 1934
 PW0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0051+STABILITY: SURFACE MOTION
 PW0051
 PW0051  HISTORY     - Date     Condition        Report By
 PW0051  HISTORY     - 1934     MONUMENTED       CGS
 PW0051
 PW0051                          STATION DESCRIPTION
 PW0051
 PW0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0051'19.6 MI SW FROM MOORHEAD.
 PW0051'IN SHERIDAN COUNTY, WYOMING, 19.6 MILES SOUTHWEST ALONG THE ROAD
 PW0051'LEADING TO ARVADA FROM THE POST OFFICE AT MOORHEAD, POWDER RIVER
 PW0051'COUNTY, MONTANA, 0.4 MILE NORTH OF A RANCH HOUSE PAINTED WHITE, AT THE
 PW0051'TOP OF A HILL, 29.3 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 PW0051'NORTH OF A FENCE, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED N
 PW0051'86 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0340 ***********************************************************************
 MO0340  DESIGNATION -  N 87
 MO0340  PID         -  MO0340
 MO0340  STATE/COUNTY-  WY/PLATTE
 MO0340  USGS QUAD   -  FERGUSON CORNER (1990)
 MO0340
 MO0340                         *CURRENT SURVEY CONTROL
 MO0340  ___________________________________________________________________
 MO0340* NAD 83(1986)-  41 57 32.     (N)    104 59 13.     (W)     SCALED    
 MO0340* NAVD 88     -      1550.839  (meters)    5088.04   (feet)  ADJUSTED  
 MO0340  ___________________________________________________________________
 MO0340  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MO0340  DYNAMIC HT  -        1549.783 (meters)    5084.58  (feet)  COMP
 MO0340  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 MO0340
 MO0340  VERT ORDER  -  SECOND    CLASS 0
 MO0340
 MO0340.The horizontal coordinates were scaled from a topographic map and have
 MO0340.an estimated accuracy of +/- 6 seconds.
 MO0340
 MO0340.The orthometric height was determined by differential leveling
 MO0340.and adjusted by the National Geodetic Survey in June 1991..
 MO0340
 MO0340.The geoid height was determined by GEOID03.
 MO0340
 MO0340.The dynamic height is computed by dividing the NAVD 88
 MO0340.geopotential number by the normal gravity value computed on the
 MO0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0340.degrees latitude (g = 980.6199 gals.).
 MO0340
 MO0340.The modeled gravity was interpolated from observed gravity values.
 MO0340
 MO0340;                    North         East    Units  Estimated Accuracy
 MO0340;SPC WY E     -   162,030.      214,900.      MT  (+/- 180 meters Scaled)
 MO0340
 MO0340                          SUPERSEDED SURVEY CONTROL
 MO0340
 MO0340  NGVD 29 (??/??/92) 1549.999  (m)         5085.29   (f) ADJ UNCH    2 0
 MO0340
 MO0340.Superseded values are not recommended for survey control.
 MO0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0340.See file dsdata.txt to determine how the superseded data were derived.
 MO0340
 MO0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG010452(NAD 83)
 MO0340_MARKER: DB = BENCH MARK DISK
 MO0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0340_STAMPING: N 87 1934
 MO0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0340+STABILITY: SURFACE MOTION
 MO0340
 MO0340  HISTORY     - Date     Condition        Report By
 MO0340  HISTORY     - 1934     MONUMENTED       CGS
 MO0340  HISTORY     - 1966     GOOD             NGS
 MO0340
 MO0340                          STATION DESCRIPTION
 MO0340
 MO0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0340'8.6 MI SW FROM WHEATLAND.
 MO0340'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0340'WHEATLAND, THENCE 1.95 MILES WEST ALONG STATE HIGHWAY 34, AT THE
 MO0340'JUNCTION OF A DRIVEWAY NORTH TO A BRICKHOUSE, 36 1/2 FEET NORTH
 MO0340'OF THE CENTER LINE OF THE HIGHWAY, 34 FEET EAST OF THE CENTER
 MO0340'LINE OF THE DRIVEWAY, 24 FEET WEST OF A TELEPHONE POLE, ABOUT
 MO0340'9 FEET EAST OF THE CENTER OF AN IRRIGATION DITCH, 25 FEET
 MO0340'NORTH-NORTHEAST OF THE CENTER OF THE NORTH END OF A CULVERT HEAD
 MO0340'WALL, 2.3 FEET SOUTH OF A FENCE, 1.4 FEET WEST OF A WITNESS POST,
 MO0340'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 MO0340'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0172 ***********************************************************************
 MO0172  DESIGNATION -  N 89
 MO0172  PID         -  MO0172
 MO0172  STATE/COUNTY-  WY/LARAMIE
 MO0172  USGS QUAD   -  POLE CREEK RANCH (1991)
 MO0172
 MO0172                         *CURRENT SURVEY CONTROL
 MO0172  ___________________________________________________________________
 MO0172* NAD 83(1986)-  41 20 51.     (N)    104 37 45.     (W)     SCALED    
 MO0172* NAVD 88     -      1801.938  (meters)    5911.86   (feet)  ADJUSTED  
 MO0172  ___________________________________________________________________
 MO0172  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 MO0172  DYNAMIC HT  -        1800.445 (meters)    5906.96  (feet)  COMP
 MO0172  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 MO0172
 MO0172  VERT ORDER  -  SECOND    CLASS 0
 MO0172
 MO0172.The horizontal coordinates were scaled from a topographic map and have
 MO0172.an estimated accuracy of +/- 6 seconds.
 MO0172
 MO0172.The orthometric height was determined by differential leveling
 MO0172.and adjusted by the National Geodetic Survey in June 1991..
 MO0172
 MO0172.The geoid height was determined by GEOID03.
 MO0172
 MO0172.The dynamic height is computed by dividing the NAVD 88
 MO0172.geopotential number by the normal gravity value computed on the
 MO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0172.degrees latitude (g = 980.6199 gals.).
 MO0172
 MO0172.The modeled gravity was interpolated from observed gravity values.
 MO0172
 MO0172;                    North         East    Units  Estimated Accuracy
 MO0172;SPC WY E     -    94,250.      244,980.      MT  (+/- 180 meters Scaled)
 MO0172
 MO0172                          SUPERSEDED SURVEY CONTROL
 MO0172
 MO0172  NGVD 29 (??/??/92) 1800.984  (m)         5908.73   (f) ADJ UNCH    2 0
 MO0172
 MO0172.Superseded values are not recommended for survey control.
 MO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0172.See file dsdata.txt to determine how the superseded data were derived.
 MO0172
 MO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF310774(NAD 83)
 MO0172_MARKER: DB = BENCH MARK DISK
 MO0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0172_STAMPING: N 89 1934
 MO0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0172+STABILITY: SURFACE MOTION
 MO0172
 MO0172  HISTORY     - Date     Condition        Report By
 MO0172  HISTORY     - 1934     MONUMENTED       CGS
 MO0172  HISTORY     - 1959     MARK NOT FOUND   NGS
 MO0172
 MO0172                          STATION DESCRIPTION
 MO0172
 MO0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0172'19.7 MI NE FROM CHEYENNE.
 MO0172'19.7 MILES NORTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 MO0172'AT CHEYENNE, 21.9 FEET NORTHWEST OF THE CENTERLINE OF A SIDE ROAD,
 MO0172'53.7 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, ON LEVEL
 MO0172'GROUND, AND 20.2 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK,
 MO0172'STAMPED N 89 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0198 ***********************************************************************
 MO0198  DESIGNATION -  N 90
 MO0198  PID         -  MO0198
 MO0198  STATE/COUNTY-  WY/LARAMIE
 MO0198  USGS QUAD   -  DURHAM (1978)
 MO0198
 MO0198                         *CURRENT SURVEY CONTROL
 MO0198  ___________________________________________________________________
 MO0198* NAD 83(1986)-  41 12 55.     (N)    104 31 12.     (W)     SCALED    
 MO0198* NAVD 88     -      1737.091  (meters)    5699.11   (feet)  ADJUSTED  
 MO0198  ___________________________________________________________________
 MO0198  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 MO0198  DYNAMIC HT  -        1735.640 (meters)    5694.35  (feet)  COMP
 MO0198  MODELED GRAV-     979,727.3   (mgal)                       NAVD 88
 MO0198
 MO0198  VERT ORDER  -  SECOND    CLASS 0
 MO0198
 MO0198.The horizontal coordinates were scaled from a topographic map and have
 MO0198.an estimated accuracy of +/- 6 seconds.
 MO0198
 MO0198.The orthometric height was determined by differential leveling
 MO0198.and adjusted by the National Geodetic Survey in June 1991..
 MO0198
 MO0198.The geoid height was determined by GEOID03.
 MO0198
 MO0198.The dynamic height is computed by dividing the NAVD 88
 MO0198.geopotential number by the normal gravity value computed on the
 MO0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0198.degrees latitude (g = 980.6199 gals.).
 MO0198
 MO0198.The modeled gravity was interpolated from observed gravity values.
 MO0198
 MO0198;                    North         East    Units  Estimated Accuracy
 MO0198;SPC WY E     -    79,630.      254,230.      MT  (+/- 180 meters Scaled)
 MO0198
 MO0198                          SUPERSEDED SURVEY CONTROL
 MO0198
 MO0198  NGVD 29 (??/??/92) 1736.14   (m)         5696.0    (f) COMPUTED    2 0
 MO0198
 MO0198.Superseded values are not recommended for survey control.
 MO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0198.See file dsdata.txt to determine how the superseded data were derived.
 MO0198
 MO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF402627(NAD 83)
 MO0198_MARKER: DB = BENCH MARK DISK
 MO0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0198_STAMPING: N-90 1934
 MO0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0198+STABILITY: SURFACE MOTION
 MO0198
 MO0198  HISTORY     - Date     Condition        Report By
 MO0198  HISTORY     - 1934     MONUMENTED       CGS
 MO0198  HISTORY     - 1938     GOOD             NGS
 MO0198
 MO0198                          STATION DESCRIPTION
 MO0198
 MO0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MO0198'2 MI W FROM HILLSDALE.
 MO0198'ALONG THE UNION PACIFIC RAILROAD BETWEEN CHEYENNE AND SIDNEY,
 MO0198'NEBR.  2.0 MILES WEST OF THE STATION AT HILLSDALE, 62.2 FEET
 MO0198'NORTH OF THE CENTER OF THE TRACK, 27.3 FEET NORTHWEST OF THE
 MO0198'HIGHLINE POLES.  A STANDARD DISK, SET HORIZONTAL IN A CONCRETE
 MO0198'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0199 ***********************************************************************
 MO0199  DESIGNATION -  N 90 RESET
 MO0199  PID         -  MO0199
 MO0199  STATE/COUNTY-  WY/LARAMIE
 MO0199  USGS QUAD   -  DURHAM (1978)
 MO0199
 MO0199                         *CURRENT SURVEY CONTROL
 MO0199  ___________________________________________________________________
 MO0199* NAD 83(1986)-  41 12 54.     (N)    104 31 12.     (W)     SCALED    
 MO0199* NAVD 88     -      1737.04   (meters)    5698.9    (feet)  RESET     
 MO0199  ___________________________________________________________________
 MO0199  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 MO0199
 MO0199  VERT ORDER  -  THIRD
 MO0199
 MO0199.The horizontal coordinates were scaled from a topographic map and have
 MO0199.an estimated accuracy of +/- 6 seconds.
 MO0199
 MO0199.The orthometric height was computed from unverified reset data.
 MO0199.No vertical observational check was made to the station.
 MO0199
 MO0199.The geoid height was determined by GEOID03.
 MO0199
 MO0199;                    North         East    Units  Estimated Accuracy
 MO0199;SPC WY E     -    79,600.      254,230.      MT  (+/- 180 meters Scaled)
 MO0199
 MO0199                          SUPERSEDED SURVEY CONTROL
 MO0199
 MO0199  NGVD 29 (??/??/??) 1736.09   (m)         5695.8    (f) RESET       3  
 MO0199
 MO0199.Superseded values are not recommended for survey control.
 MO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0199.See file dsdata.txt to determine how the superseded data were derived.
 MO0199
 MO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF402627(NAD 83)
 MO0199_MARKER: DB = BENCH MARK DISK
 MO0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0199_STAMPING: N 90 RESET 1955
 MO0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0199+STABILITY: SURFACE MOTION
 MO0199
 MO0199  HISTORY     - Date     Condition        Report By
 MO0199  HISTORY     - 1955     MONUMENTED       CGS
 MO0199
 MO0199                          STATION DESCRIPTION
 MO0199
 MO0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 MO0199'2 MI W FROM HILLSDALE.
 MO0199'2.0 MILES WEST ALONG THE UNION PACIFIC RR FROM THE STATION
 MO0199'AT HILLSDALE, LARAMIE COUNTY, 780 FEET NE OF MILEPOST 492, 88
 MO0199'FEET S OF THE CENTERLINE OF THE TRACK, 470 FEET E OF FENCE SOUTH.
 MO0199'A STANDARD DISK STAMPED N 90 RESET 1955 AND SET IN THE TOP OF
 MO0199'A CONCRETE POST.  NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0120 ***********************************************************************
 MO0120  DESIGNATION -  N 91
 MO0120  PID         -  MO0120
 MO0120  STATE/COUNTY-  WY/LARAMIE
 MO0120  USGS QUAD   -  ARCOLA (1991)
 MO0120
 MO0120                         *CURRENT SURVEY CONTROL
 MO0120  ___________________________________________________________________
 MO0120* NAD 83(1986)-  41 05 53.     (N)    104 26 46.     (W)     SCALED    
 MO0120* NAVD 88     -      1697.677  (meters)    5569.80   (feet)  ADJUSTED  
 MO0120  ___________________________________________________________________
 MO0120  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 MO0120  DYNAMIC HT  -        1696.262 (meters)    5565.15  (feet)  COMP
 MO0120  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 MO0120
 MO0120  VERT ORDER  -  SECOND    CLASS 0
 MO0120
 MO0120.The horizontal coordinates were scaled from a topographic map and have
 MO0120.an estimated accuracy of +/- 6 seconds.
 MO0120
 MO0120.The orthometric height was determined by differential leveling
 MO0120.and adjusted by the National Geodetic Survey in June 1991..
 MO0120
 MO0120.The geoid height was determined by GEOID03.
 MO0120
 MO0120.The dynamic height is computed by dividing the NAVD 88
 MO0120.geopotential number by the normal gravity value computed on the
 MO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0120.degrees latitude (g = 980.6199 gals.).
 MO0120
 MO0120.The modeled gravity was interpolated from observed gravity values.
 MO0120
 MO0120;                    North         East    Units  Estimated Accuracy
 MO0120;SPC WY E     -    66,660.      260,530.      MT  (+/- 180 meters Scaled)
 MO0120
 MO0120                          SUPERSEDED SURVEY CONTROL
 MO0120
 MO0120  NGVD 29 (??/??/92) 1696.751  (m)         5566.76   (f) ADJ UNCH    2 0
 MO0120
 MO0120.Superseded values are not recommended for survey control.
 MO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0120.See file dsdata.txt to determine how the superseded data were derived.
 MO0120
 MO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF465497(NAD 83)
 MO0120_MARKER: DB = BENCH MARK DISK
 MO0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0120_STAMPING: N 91 1934
 MO0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0120+STABILITY: SURFACE MOTION
 MO0120
 MO0120  HISTORY     - Date     Condition        Report By
 MO0120  HISTORY     - 1934     MONUMENTED       CGS
 MO0120  HISTORY     - 1941     GOOD             NGS
 MO0120
 MO0120                          STATION DESCRIPTION
 MO0120
 MO0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0120'0.3 MI E FROM ARCOLA.
 MO0120'0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MO0120'FROM THE STATION AT ARCOLA, LARAMIE COUNTY, 71.1 FEET NORTH OF
 MO0120'MILEPOST 316, 66.4 FEET NORTHWEST OF A ROAD CROSSING, AND 28.8
 MO0120'FEET NOTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED N 91 1934
 MO0120'AND SET IN THE TOP OF A CONCRETE POST.
 MO0120
 MO0120                          STATION RECOVERY (1941)
 MO0120
 MO0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MO0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0093 ***********************************************************************
 NQ0093  DESIGNATION -  N 95
 NQ0093  PID         -  NQ0093
 NQ0093  STATE/COUNTY-  WY/GOSHEN
 NQ0093  USGS QUAD   -  JAY EM (1990)
 NQ0093
 NQ0093                         *CURRENT SURVEY CONTROL
 NQ0093  ___________________________________________________________________
 NQ0093* NAD 83(1986)-  42 27 41.     (N)    104 21 57.     (W)     SCALED    
 NQ0093* NAVD 88     -      1406.595  (meters)    4614.80   (feet)  ADJUSTED  
 NQ0093  ___________________________________________________________________
 NQ0093  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 NQ0093  DYNAMIC HT  -        1405.758 (meters)    4612.06  (feet)  COMP
 NQ0093  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 NQ0093
 NQ0093  VERT ORDER  -  SECOND    CLASS 0
 NQ0093
 NQ0093.The horizontal coordinates were scaled from a topographic map and have
 NQ0093.an estimated accuracy of +/- 6 seconds.
 NQ0093
 NQ0093.The orthometric height was determined by differential leveling
 NQ0093.and adjusted by the National Geodetic Survey in June 1991..
 NQ0093
 NQ0093.The geoid height was determined by GEOID03.
 NQ0093
 NQ0093.The dynamic height is computed by dividing the NAVD 88
 NQ0093.geopotential number by the normal gravity value computed on the
 NQ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0093.degrees latitude (g = 980.6199 gals.).
 NQ0093
 NQ0093.The modeled gravity was interpolated from observed gravity values.
 NQ0093
 NQ0093;                    North         East    Units  Estimated Accuracy
 NQ0093;SPC WY E     -   218,140.      265,860.      MT  (+/- 180 meters Scaled)
 NQ0093
 NQ0093                          SUPERSEDED SURVEY CONTROL
 NQ0093
 NQ0093  NGVD 29 (??/??/92) 1405.864  (m)         4612.41   (f) ADJ UNCH    2 0
 NQ0093
 NQ0093.Superseded values are not recommended for survey control.
 NQ0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0093.See file dsdata.txt to determine how the superseded data were derived.
 NQ0093
 NQ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH521012(NAD 83)
 NQ0093_MARKER: DB = BENCH MARK DISK
 NQ0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0093_STAMPING: N 95 1934
 NQ0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0093+STABILITY: SURFACE MOTION
 NQ0093
 NQ0093  HISTORY     - Date     Condition        Report By
 NQ0093  HISTORY     - 1934     MONUMENTED       CGS
 NQ0093  HISTORY     - 1950     MARK NOT FOUND   NGS
 NQ0093
 NQ0093                          STATION DESCRIPTION
 NQ0093
 NQ0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0093'0.2 MI E FROM JAY-EM.
 NQ0093'1/4 MILE EAST OF JAY EM, GOSHEN COUNTY, AT THE JUNCTION OF U.S.
 NQ0093'HIGHWAY 85 AND THE ROAD LEADING INTO THE TOWN, 49.3 FEET
 NQ0093'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 124 FEET SOUTH OF THE
 NQ0093'CENTERLINE OF THE ROAD, 9.5 FEET SOUTHEAST OF A FENCE CORNER,
 NQ0093'AND 2.5 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED N 95
 NQ0093'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NQ0093
 NQ0093                          STATION RECOVERY (1950)
 NQ0093
 NQ0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 NQ0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0057 ***********************************************************************
 MO0057  DESIGNATION -  N 96
 MO0057  PID         -  MO0057
 MO0057  STATE/COUNTY-  WY/LARAMIE
 MO0057  USGS QUAD   -  ALBIN (1991)
 MO0057
 MO0057                         *CURRENT SURVEY CONTROL
 MO0057  ___________________________________________________________________
 MO0057* NAD 83(1986)-  41 24 14.     (N)    104 06 11.     (W)     SCALED    
 MO0057* NAVD 88     -      1618.729  (meters)    5310.78   (feet)  ADJUSTED  
 MO0057  ___________________________________________________________________
 MO0057  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 MO0057  DYNAMIC HT  -        1617.473 (meters)    5306.66  (feet)  COMP
 MO0057  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 MO0057
 MO0057  VERT ORDER  -  SECOND    CLASS 0
 MO0057
 MO0057.The horizontal coordinates were scaled from a topographic map and have
 MO0057.an estimated accuracy of +/- 6 seconds.
 MO0057
 MO0057.The orthometric height was determined by differential leveling
 MO0057.and adjusted by the National Geodetic Survey in June 1991..
 MO0057
 MO0057.The geoid height was determined by GEOID03.
 MO0057
 MO0057.The dynamic height is computed by dividing the NAVD 88
 MO0057.geopotential number by the normal gravity value computed on the
 MO0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0057.degrees latitude (g = 980.6199 gals.).
 MO0057
 MO0057.The modeled gravity was interpolated from observed gravity values.
 MO0057
 MO0057;                    North         East    Units  Estimated Accuracy
 MO0057;SPC WY E     -   100,920.      288,930.      MT  (+/- 180 meters Scaled)
 MO0057
 MO0057                          SUPERSEDED SURVEY CONTROL
 MO0057
 MO0057  NGVD 29 (??/??/92) 1617.863  (m)         5307.94   (f) ADJ UNCH    2 0
 MO0057
 MO0057.Superseded values are not recommended for survey control.
 MO0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0057.See file dsdata.txt to determine how the superseded data were derived.
 MO0057
 MO0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF749839(NAD 83)
 MO0057_MARKER: DB = BENCH MARK DISK
 MO0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0057_STAMPING: N 96 1934
 MO0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0057+STABILITY: SURFACE MOTION
 MO0057
 MO0057  HISTORY     - Date     Condition        Report By
 MO0057  HISTORY     - 1934     MONUMENTED       CGS
 MO0057
 MO0057                          STATION DESCRIPTION
 MO0057
 MO0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0057'1 MI S FROM ALBIN.
 MO0057'1.0 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0057'AT ALBIN, AT MILEAGE 20.77, 34.8 FEET EAST OF THE EAST RAIL,
 MO0057'37.6 FEET SOUTH OF THE CENTERLINE OF A ROAD, 13.2 FEET WEST OF
 MO0057'THE RIGHT-OF-WAY FENCE, AND 6 FEET SOUTH OF THE FIRST POLE SOUTH
 MO0057'OF THE ROAD.  A STANDARD DISK, STAMPED N 96 1934 AND SET IN THE
 MO0057'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0039 ***********************************************************************
 MO0039  DESIGNATION -  N 99
 MO0039  PID         -  MO0039
 MO0039  STATE/COUNTY-  WY/GOSHEN
 MO0039  USGS QUAD   -  NEEDLE ROCK (1990)
 MO0039
 MO0039                         *CURRENT SURVEY CONTROL
 MO0039  ___________________________________________________________________
 MO0039* NAD 83(1986)-  41 49 40.     (N)    104 28 45.     (W)     SCALED    
 MO0039* NAVD 88     -      1376.123  (meters)    4514.83   (feet)  ADJUSTED  
 MO0039  ___________________________________________________________________
 MO0039  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 MO0039  DYNAMIC HT  -        1375.165 (meters)    4511.69  (feet)  COMP
 MO0039  MODELED GRAV-     979,878.9   (mgal)                       NAVD 88
 MO0039
 MO0039  VERT ORDER  -  SECOND    CLASS 0
 MO0039
 MO0039.The horizontal coordinates were scaled from a topographic map and have
 MO0039.an estimated accuracy of +/- 6 seconds.
 MO0039
 MO0039.The orthometric height was determined by differential leveling
 MO0039.and adjusted by the National Geodetic Survey in June 1991..
 MO0039
 MO0039.The geoid height was determined by GEOID03.
 MO0039
 MO0039.The dynamic height is computed by dividing the NAVD 88
 MO0039.geopotential number by the normal gravity value computed on the
 MO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0039.degrees latitude (g = 980.6199 gals.).
 MO0039
 MO0039.The modeled gravity was interpolated from observed gravity values.
 MO0039
 MO0039;                    North         East    Units  Estimated Accuracy
 MO0039;SPC WY E     -   147,680.      257,110.      MT  (+/- 180 meters Scaled)
 MO0039
 MO0039                          SUPERSEDED SURVEY CONTROL
 MO0039
 MO0039  NGVD 29 (??/??/92) 1375.310  (m)         4512.16   (f) ADJ UNCH    2 0
 MO0039
 MO0039.Superseded values are not recommended for survey control.
 MO0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0039.See file dsdata.txt to determine how the superseded data were derived.
 MO0039
 MO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG432307(NAD 83)
 MO0039_MARKER: DB = BENCH MARK DISK
 MO0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0039_STAMPING: N 99 1934
 MO0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0039+STABILITY: SURFACE MOTION
 MO0039
 MO0039  HISTORY     - Date     Condition        Report By
 MO0039  HISTORY     - 1934     MONUMENTED       CGS
 MO0039  HISTORY     - 1941     GOOD             NGS
 MO0039
 MO0039                          STATION DESCRIPTION
 MO0039
 MO0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0039'14 MI NW FROM HAWK SPRINGS.
 MO0039'3 MILES NORTH AND 11 MILES WEST ALONG THE COUNTY ROAD LEADING
 MO0039'TO CHUGWATER FROM HAWK SPRINGS, GOSHEN COUNTY, IN THE NORTHEAST
 MO0039'CORNER OF SEC. 1, T. 21 N., R 64 W., AT A ROAD INTERSECTION,
 MO0039'38 FEET SOUTH OF THE CENTERLINE OF THE CHUGWATER ROAD, 42 FEET
 MO0039'WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, IN THE FENCE
 MO0039'CORNER, 9 FEET WEST OF THE NORTH-AND-SOUTH FENCE, AND 4 FEET
 MO0039'SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED
 MO0039'N 99 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1055 ***********************************************************************
 MO1055  DESIGNATION -  N CHEYENNE FAA 4 MICROWAVE MST
 MO1055  PID         -  MO1055
 MO1055  STATE/COUNTY-  WY/LARAMIE
 MO1055  USGS QUAD   -  LITTLE INDIAN DRAW (1991)
 MO1055
 MO1055                         *CURRENT SURVEY CONTROL
 MO1055  ___________________________________________________________________
 MO1055* NAD 83(1993)-  41 23 12.58988(N)    104 30 47.06379(W)     ADJUSTED  
 MO1055* NAVD 88     -                                                        
 MO1055  ___________________________________________________________________
 MO1055  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 MO1055  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 MO1055
 MO1055  HORZ ORDER  -  THIRD
 MO1055
 MO1055.The horizontal coordinates were established by classical geodetic methods
 MO1055.and adjusted by the National Geodetic Survey in January 1997..
 MO1055
 MO1055
 MO1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1055
 MO1055.The geoid height was determined by GEOID03.
 MO1055
 MO1055;                    North         East     Units Scale Factor Converg.
 MO1055;SPC WY E     -    98,685.012   254,664.178   MT  0.99997426   +0 25 55.7
 MO1055;UTM  13      - 4,581,814.738   540,710.987   MT  0.99962040   +0 19 19.0
 MO1055
 MO1055                          SUPERSEDED SURVEY CONTROL
 MO1055
 MO1055  NAD 83(1986)-  41 23 12.57479(N)    104 30 47.05943(W) AD(       ) 4
 MO1055  NAD 27      -  41 23 12.64300(N)    104 30 45.19800(W) AD(       ) 3
 MO1055
 MO1055.Superseded values are not recommended for survey control.
 MO1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1055.See file dsdata.txt to determine how the superseded data were derived.
 MO1055
 MO1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF4071181815(NAD 83)
 MO1055_MARKER: 42 = RADIO/TV MAST
 MO1055
 MO1055  HISTORY     - Date     Condition        Report By
 MO1055  HISTORY     - 1963     FIRST OBSERVED   CGS
 MO1055
 MO1055                          STATION DESCRIPTION
 MO1055
 MO1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1055'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS 25 MILES NORTHEAST
 MO1055'OF CHEYENNE, 21-1/2 MILES WEST AND 2 MILES SOUTH OF ALBIN, AND
 MO1055'ON THE NORTH SIDE OF U.S. HIGHWAY 85.
 MO1055'
 MO1055'THE MAST IS A SLENDER STEEL STRUCTURE, PAINTED RED AND WHITE,
 MO1055'APPROXIMATELY 130 FEET HIGH.
 MO1055'
 MO1055'NOTE--THIS TOWER IS USED AS PART OF THE WHEATLAND TO DENVER
 MO1055'MICROWAVE SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0626 ***********************************************************************
 NT0626  DESIGNATION -  NAMES
 NT0626  PID         -  NT0626
 NT0626  STATE/COUNTY-  WY/LINCOLN
 NT0626  USGS QUAD   -  NAMES HILL (1968)
 NT0626
 NT0626                         *CURRENT SURVEY CONTROL
 NT0626  ___________________________________________________________________
 NT0626* NAD 83(1993)-  42 11 39.82947(N)    110 12 58.48138(W)     ADJUSTED  
 NT0626* NAVD 88     -      2216.7    (meters)    7273.     (feet)  VERTCON   
 NT0626  ___________________________________________________________________
 NT0626  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 NT0626  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NT0626
 NT0626  HORZ ORDER  -  SECOND
 NT0626
 NT0626.The horizontal coordinates were established by classical geodetic methods
 NT0626.and adjusted by the National Geodetic Survey in January 1997..
 NT0626
 NT0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0626
 NT0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0626
 NT0626.The geoid height was determined by GEOID03.
 NT0626
 NT0626;                    North         East     Units Scale Factor Converg.
 NT0626;SPC WY W     -   288,177.607   789,022.446   MT  0.99993898   -0 05 21.4
 NT0626;UTM  12      - 4,671,657.554   564,711.007   MT  0.99965152   +0 31 35.1
 NT0626
 NT0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0626!SPC WY W     -   0.99965456  x   0.99993898  =   0.99959356
 NT0626!UTM  12      -   0.99965456  x   0.99965152  =   0.99930620
 NT0626
 NT0626|---------------------------------------------------------------------|
 NT0626| PID    Reference Object                     Distance      Geod. Az  |
 NT0626|                                                           dddmmss.s |
 NT0626| CP6307 NAMES RM 1                            9.723 METERS 00253     |
 NT0626| CP6306 NAMES AZ MK                                        0251457.8 |
 NT0626| CP6308 NAMES RM 2                           13.104 METERS 25317     |
 NT0626|---------------------------------------------------------------------|
 NT0626
 NT0626                          SUPERSEDED SURVEY CONTROL
 NT0626
 NT0626  NAD 83(1993)-  42 11 39.82715(N)    110 12 58.48187(W) AD(       ) 2
 NT0626  NAD 83(1986)-  42 11 39.81938(N)    110 12 58.48071(W) AD(       ) 2
 NT0626  NAD 27      -  42 11 40.03040(N)    110 12 55.90260(W) AD(       ) 2
 NT0626  NGVD 29 (07/19/86) 2215.3    (m)         7268.     (f) VERT ANG       
 NT0626
 NT0626.Superseded values are not recommended for survey control.
 NT0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0626.See file dsdata.txt to determine how the superseded data were derived.
 NT0626
 NT0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6471171658(NAD 83)
 NT0626_MARKER: DD = SURVEY DISK
 NT0626_SETTING: 80 = SET IN A BOULDER
 NT0626_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NT0626
 NT0626  HISTORY     - Date     Condition        Report By
 NT0626  HISTORY     - 1962     MONUMENTED       USGS
 NT0626  HISTORY     - 1962     GOOD             NGS
 NT0626
 NT0626                          STATION DESCRIPTION
 NT0626
 NT0626'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 NT0626'THE STATION IS LOCATED ON THE HIGHEST POINT OF A BARE ROCK
 NT0626'COVERED HILL.  ABOUT 2 MILES WEST OF U.S. HIGHWAY 189 AND
 NT0626'4-1/2 MILES SOUTH SOUTHWEST OF LA BARGE.
 NT0626'
 NT0626'TO REACH THE STATION FROM THE POST OFFICE IN LA BARGE, GO SOUTH
 NT0626'ON U.S. HIGHWAY 189 FOR 4.1 MILES TO A BLADED SIDE ROAD RIGHT.
 NT0626'TURN RIGHT, WESTERLY FOR 1.3 MILES TO A FORK.  TAKE THE LEFT
 NT0626'FORK AND GO SOUTH FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN
 NT0626'LEFT, EASTERLY FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NT0626'CONTINUE EAST FOR 0.35 MILE TO A T-ROAD.  TURN RIGHT, SOUTH
 NT0626'FOLLOWING POWER LINE FOR 0.8 MILE.  TURN RIGHT, WEST ON THE
 NT0626'LEFT ONE OF TWO TRACK ROADS FOR 1.0 MILE TO WHERE A PIPE LINE
 NT0626'CROSSES THE ROAD.  TURN RIGHT, NORTH AND FOLLOW ALONG PIPE
 NT0626'LINE FOR 0.25 MILES TO A DIM TRACK ROAD RIGHT.  TURN RIGHT,
 NT0626'EAST ON DIM TRACK ROAD FOR 0.6 MILE TO THE TOP OF THE HILL
 NT0626'AND THE STATION.
 NT0626'
 NT0626'A FOUR WHEEL DRIVE TRUCK IS REQUIRED TO REACH THE STATION.
 NT0626'
 NT0626'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED NAMES
 NT0626'1944, CEMENTED IN A DRILL HOLE IN A 1 X 1-1/2 FOOT BOULDER
 NT0626'FLUSH WITH THE GROUND SURFACE.  IT IS 4 FEET WEST OF A WITNESS
 NT0626'POST.
 NT0626'
 NT0626'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NAMES USGS NO 1 1962,
 NT0626'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5
 NT0626'INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 NT0626'
 NT0626'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NAMES USGS NO
 NT0626'2 1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 NT0626'PROJECTING 5 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE
 NT0626'STATION.
 NT0626'
 NT0626'AZIMUTH MARK IS A STANDARD DISK, STAMPED NAMES USGS 1962,
 NT0626'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 NT0626'6 INCHES.  IT IS 150 FEET EAST AND 30 FEET HIGHER THAN THE
 NT0626'MAIN BLADED ROAD, 98 FEET WEST OF A TRACK ROAD AND 2.5 FEET
 NT0626'WEST OF A WITNESS POST.
 NT0626
 NT0626                          STATION RECOVERY (1962)
 NT0626
 NT0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NT0626'RECOVERED.
 NT0626'
 NT0626'STATION MARK--STANDARD USGS TABLET, STAMPED ---NAMES 1944---, CEMENTED
 NT0626'IN SANDSTONE BOULDER FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0359 ***********************************************************************
 NR0359  DESIGNATION -  NATRONA
 NR0359  PID         -  NR0359
 NR0359  STATE/COUNTY-  WY/NATRONA
 NR0359  USGS QUAD   -  CASPER (1984)
 NR0359
 NR0359                         *CURRENT SURVEY CONTROL
 NR0359  ___________________________________________________________________
 NR0359* NAD 83(1993)-  42 49 51.86079(N)    106 19 38.24674(W)     ADJUSTED  
 NR0359* NAVD 88     -      1635.56   (+/-2cm)    5366.0    (feet)  VERTCON   
 NR0359  ___________________________________________________________________
 NR0359  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 NR0359  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 NR0359
 NR0359  HORZ ORDER  -  FIRST
 NR0359  VERT ORDER  -  THIRD ? (See Below)
 NR0359
 NR0359.The horizontal coordinates were established by classical geodetic methods
 NR0359.and adjusted by the National Geodetic Survey in January 1997..
 NR0359
 NR0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0359.The vertical order pertains to the NGVD 29 superseded value.
 NR0359
 NR0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0359
 NR0359.The geoid height was determined by GEOID03.
 NR0359
 NR0359;                    North         East     Units Scale Factor Converg.
 NR0359;SPC WYEC     -   359,379.565   482,253.244   MT  1.00002070   +0 41 02.3
 NR0359;UTM  13      - 4,742,910.270   391,518.066   MT  0.99974478   -0 54 08.8
 NR0359
 NR0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0359!SPC WYEC     -   0.99974561  x   1.00002070  =   0.99976630
 NR0359!UTM  13      -   0.99974561  x   0.99974478  =   0.99949045
 NR0359
 NR0359:                Primary Azimuth Mark                     Grid Az
 NR0359:SPC WYEC     -  CASPER MTN ST PWR LT CO STK              002 05 07.0
 NR0359:UTM  13      -  CASPER MTN ST PWR LT CO STK              003 40 18.1
 NR0359
 NR0359|---------------------------------------------------------------------|
 NR0359| PID    Reference Object                     Distance      Geod. Az  |
 NR0359|                                                           dddmmss.s |
 NR0359| NR0360 CASPER MTN ST PWR LT CO STK         APPROX. 2.7 KM 0024609.3 |
 NR0359| NR0357 CASPER COURTHOUSE FINIAL            APPROX. 2.3 KM 0042212.4 |
 NR0359| CP6309 NATRONA AZ MK                                      0045308.2 |
 NR0359| NR0358 CASPER C B AND Q RR CO STACK        APPROX. 2.7 KM 0051323.6 |
 NR0359| NR0356 CASPER BROADCAST STA RAD MAST       APPROX. 3.2 KM 0462411.8 |
 NR0359| NR0361 OIL REFINERY E OF CASPER STACK      APPROX. 6.4 KM 0592956.0 |
 NR0359| CP6310 NATRONA RM 1                         18.545 METERS 10650     |
 NR0359| CP6311 NATRONA RM 2                         28.749 METERS 19520     |
 NR0359| NR0355 CASPER HIGH SCHOOL STACK            APPROX. 1.2 KM 3484857.5 |
 NR0359|---------------------------------------------------------------------|
 NR0359
 NR0359                          SUPERSEDED SURVEY CONTROL
 NR0359
 NR0359  NAD 83(1986)-  42 49 51.84512(N)    106 19 38.22596(W) AD(       ) 1
 NR0359  NAD 27      -  42 49 51.96900(N)    106 19 36.13300(W) AD(       ) 1
 NR0359  NGVD 29 (07/19/86) 1634.68   (m)         5363.1    (f) LEVELING    3  
 NR0359
 NR0359.Superseded values are not recommended for survey control.
 NR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0359.See file dsdata.txt to determine how the superseded data were derived.
 NR0359
 NR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9151842910(NAD 83)
 NR0359_MARKER: DS = TRIANGULATION STATION DISK
 NR0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0359
 NR0359  HISTORY     - Date     Condition        Report By
 NR0359  HISTORY     - 1934     MONUMENTED       CGS
 NR0359  HISTORY     - 1947     GOOD             CGS
 NR0359  HISTORY     - 1952     GOOD             CGS
 NR0359  HISTORY     - 1973     GOOD             NGS
 NR0359
 NR0359                          STATION DESCRIPTION
 NR0359
 NR0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NR0359'ABOUT 1 MILE SOUTH OF BUSINESS DISTRICT OF CASPER, IN T. 33 N.,
 NR0359'R. 70 W., 50 YARDS WEST OF THE CASPER MOUNTAIN ROAD, ON WEST
 NR0359'EDGE OF SMALL MESA WHICH BEARS THE WORD CASPER IN WHITE STONE
 NR0359'LETTERS, AND 25 FEET EAST OF EDGE OF RIM AT POINT JUST ABOVE
 NR0359'LETTER C IN WORD CASPER.  TO REACH FROM THE CORNER OF YELLOWSTONE
 NR0359'AND DURBIN STREETS IN CASPER, GO SOUTH 0.9 MILE ON DURBIN STREET
 NR0359'TO WYOMING NATIONAL GUARD BUILDING, CONTINUE SOUTH UP HILL 0.35
 NR0359'MILE TO ROAD LEADING OFF TO RIGHT, FOLLOW THIS ROAD 50 FEET,
 NR0359'AND FOLLOW RIGHT FORK 0.1 MILE TO WEST EDGE OF RIM AND
 NR0359'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 NR0359'STATION DISKS IN CONCRETE.  REFERENCE
 NR0359'AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 NR0359'NO. 1 IS 18.545 METERS (60.84 FEET) FROM STATION IN
 NR0359'AZIMUTH 286 DEG 50 MIN.  NO. 2 IS 28.749 METERS (94.32
 NR0359'FEET) FROM STATION.  DISTANCE
 NR0359'BETWEEN REFERENCE MARKS IS 110.90 FEET.  AZIMUTH MARK IS ON CITY
 NR0359'HALL GROUNDS, 109.2 FEET SOUTH OF BUILDING, 3.35 FEET NORTH OF
 NR0359'SIDEWALK, 4.5 FEET WEST OF DRIVEWAY CURBING, AND APPROXIMATELY
 NR0359'1.4 MILES FROM STATION.
 NR0359'FOLLOWING BEARINGS ARE FROM STATION--CASPER, STACK SOUTH OF
 NR0359'WATER TANKS, 105 DEG 54 MIN 39 SEC.  CASPER, WATER TANK,
 NR0359'FINIAL, 111 DEG 21 MIN 26 SEC.  CASPER, WATER TANK, FINIAL, 112
 NR0359'DEG 01 MIN 53 SEC.  CASPER, TALL CONCRETE STACK, 145 DEG 17
 NR0359'MIN 08 SEC.  CASPER, HIGH SCHOOL, STACK, 168 DEG 49 MIN
 NR0359'04 SEC.  CASPER, MOUNTAIN STATES LIGHT AND POWER CO., STACK, 182
 NR0359'DEG 46 MIN 12 SEC.  CASPER, COURTHOUSE, FINIAL, 184 DEG 22 MIN
 NR0359'14 SEC.  CASPER CITY HALL, FLAGSTAFF, 184 DEG 57 MIN 47 SEC.
 NR0359'CASPER, CHICAGO, BURLINGTON AND QUINCY RAILROAD CO., STACK,
 NR0359'185 DEG 13 MIN 24 SEC.  CASPER, SCHOOLHOUSE, CHIMNEY, 214 DEG
 NR0359'21 MIN 53 SEC.  CASPER, BREWERY, CUPOLA, 214 DEG 43 MIN 27
 NR0359'SEC.  CASPER BROADCASTING STATION, TOP OF RADIO MAST, 226 DEG
 NR0359'24 MIN 10 SEC.  AND OIL REFINERY EAST OF CASPER, STACK, 239
 NR0359'DEG 29 MIN 55 SEC.  ELEVATION--1,634.3 METERS (5,362 FEET).
 NR0359
 NR0359                          STATION RECOVERY (1947)
 NR0359
 NR0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CFO)
 NR0359'STATION RECOVERED AS PREVIOUSLY DESCRIBED AND MARK WAS FOUND TO
 NR0359'BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION TO REACH WAS
 NR0359'ADEQUATE.  THE MESA IS NOW USED FOR A VIEW POINT OVERLOOKING THE
 NR0359'VALLEY, AND HAS BEEN CLEARED OFF AND GRAVELED, BUT NO DAMAGE HAS
 NR0359'BEEN DONE TO THE MARKS.
 NR0359
 NR0359                          STATION RECOVERY (1952)
 NR0359
 NR0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GBG)
 NR0359'CHANGES RECOMMENDED IN THE ORIGINAL DESCRIPTION ARE--
 NR0359'
 NR0359'BEGINNING WITH THE PHRASE, ON W EDGE OF SMALL MESA DELETE WHICH
 NR0359'BEARS THE WORD CASPER IN WHITE STONE LETTERS.  THE ORIGINAL
 NR0359'DESCRIPTION IS SATISFACTORY, BUT THE FOLLOWING IS BELIEVED
 NR0359'SIMPLER--
 NR0359'
 NR0359'TO REACH FROM WOLCOTT STREET AND THE CHICAGO AND NORTHWESTERN
 NR0359'R.R., GO S ON WOLCOTT STREET FROM THE RAILROAD FOR 1.2 MI. TO
 NR0359'THE TOP OF A MESA AND A ROAD TO THE RIGHT, TURN RIGHT AND GO
 NR0359'0.1 MI. TO THE STATION.
 NR0359'
 NR0359'THE REFERENCE MARKS ARE IN GOOD CONDITION.
 NR0359
 NR0359                          STATION RECOVERY (1973)
 NR0359
 NR0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NR0359'THE UNDERGROUND STATION MARK WAS FOUND ABOUT 8-INCHES BELOW
 NR0359'GROUND SURFACE AND APPEARED TO BE IN GOOD CONDITION.  THE SURFACE
 NR0359'STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT
 NR0359'RECOVERED, APPARENTLY THEY WERE DESTROYED DURING CONSTRUCTION OF A
 NR0359'GYMNASIUM AND PARKING LOT.  THE AZIMUTH MARK WAS FOUND IN GOOD
 NR0359'CONDITION, BUT IS NOT VISIBLE FROM THE STATION DUE TO BUILDINGS
 NR0359'ON LINE, IT WAS LEFT INTACT AS FOUND.  THE POSITION OF THE
 NR0359'UNDERGROUND MARK WAS HELD AND THE MARK REMOVED, A NEW
 NR0359'UNDERGROUND STATION MARK WAS SET LOWER AND A SURFACE MARK SET
 NR0359'OVER IT, REFERENCE MARKS NO. 3 AND NO. 4 WERE SET.  A NEW
 NR0359'AZIMUTH MARK WAS NOT SET AS THERE ARE SEVERAL OTHER OBJECTS
 NR0359'VISIBLE.
 NR0359'
 NR0359'A NEW DESCRIPTION FOLLOWS--
 NR0359'
 NR0359'THE STATION IS LOCATED IN THE SOUTH PART OF CASPER, PART WAY
 NR0359'UP A HIGH BLUFF, IN THE PARKING LOT ON THE NORTH SIDE OF THE
 NR0359'CASPER COLLEGE GYMNASIUM AT 1900 SOUTH WOLCOTT.
 NR0359'
 NR0359'TO REACH FROM THE CROSSING OF THE CHICAGO AND NORTHWESTERN
 NR0359'RAILWAY AT WOLCOTT STREET, GO SOUTH ON WOLCOTT STREET FOR 1.2
 NR0359'MILES TO THE CASPER COLLEGE GYMNASIUM AND THE STATION ON THE
 NR0359'RIGHT AS DESCRIBED.
 NR0359'
 NR0359'THE STATION MARK IS A STANDARD DISK STAMPED NATRONA 1934 1973,
 NR0359'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS
 NR0359'67 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF THE GYMNASIUM, 24
 NR0359'FEET SOUTHEAST OF THE GUARD RAIL, AND 81 FEET NORTH OF THE
 NR0359'NORTH CORNER OF A GYMNASIUM EXTENSION.
 NR0359'
 NR0359'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED NATRONA 1934
 NR0359'NO 3 1973 SET IN A DRILL HOLE IN THE CONCRETE WALK ON THE
 NR0359'NORTHWEST SIDE OF THE GYMNASIUM, 25 FEET SOUTHWEST OF THE NORTH
 NR0359'CORNER OF THE BUILDING, AND 0.6 FOOT NORTHWEST OF THE NORTHWEST
 NR0359'WALL.
 NR0359'
 NR0359'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED NATRONA 1934
 NR0359'NO 4 1973 SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 NR0359'IT IS 90 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF THE GYMNASIUM,
 NR0359'95 FEET NORTH OF THE NORTH CORNER OF THE EXTENSION BUILDING,
 NR0359'AND 1 FOOT NORTH OF THE GUARD RAIL.
 NR0359'
 NR0359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CASPER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0682 ***********************************************************************
 NQ0682  DESIGNATION -  NBTLH 1
 NQ0682  PID         -  NQ0682
 NQ0682  STATE/COUNTY-  WY/CONVERSE
 NQ0682  USGS QUAD   -  PARKERTON (1973)
 NQ0682
 NQ0682                         *CURRENT SURVEY CONTROL
 NQ0682  ___________________________________________________________________
 NQ0682* NAD 83(1993)-  42 45 04.15989(N)    105 59 17.00237(W)     ADJUSTED  
 NQ0682* NAVD 88     -      1665.     (meters)    5463.     (feet)  VERTCON   
 NQ0682  ___________________________________________________________________
 NQ0682  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 NQ0682  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 NQ0682
 NQ0682  HORZ ORDER  -  THIRD
 NQ0682
 NQ0682.The horizontal coordinates were established by classical geodetic methods
 NQ0682.and adjusted by the National Geodetic Survey in January 1997..
 NQ0682
 NQ0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0682
 NQ0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0682
 NQ0682.The geoid height was determined by GEOID03.
 NQ0682
 NQ0682;                    North         East     Units Scale Factor Converg.
 NQ0682;SPC WY E     -   250,338.491   132,757.469   MT  0.99999311   -0 33 27.3
 NQ0682;UTM  13      - 4,733,654.940   419,140.611   MT  0.99968044   -0 40 14.7
 NQ0682
 NQ0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0682!SPC WY E     -   0.99974097  x   0.99999311  =   0.99973409
 NQ0682!UTM  13      -   0.99974097  x   0.99968044  =   0.99942150
 NQ0682
 NQ0682:                Primary Azimuth Mark                     Grid Az
 NQ0682:SPC WY E     -  NICKOLS                                  295 42 53.9
 NQ0682:UTM  13      -  NICKOLS                                  295 49 41.3
 NQ0682
 NQ0682|---------------------------------------------------------------------|
 NQ0682| PID    Reference Object                     Distance      Geod. Az  |
 NQ0682|                                                           dddmmss.s |
 NQ0682| NR0334 NICKOLS                             APPROX. 4.3 KM 2950926.6 |
 NQ0682|---------------------------------------------------------------------|
 NQ0682
 NQ0682                          SUPERSEDED SURVEY CONTROL
 NQ0682
 NQ0682  NAD 83(1986)-  42 45 04.14304(N)    105 59 16.98026(W) AD(       ) 3
 NQ0682  NAD 27      -  42 45 04.26583(N)    105 59 14.93614(W) AD(       ) 3
 NQ0682  NGVD 29 (07/19/86) 1664.     (m)         5459.     (f) VERT ANG       
 NQ0682
 NQ0682.Superseded values are not recommended for survey control.
 NQ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0682.See file dsdata.txt to determine how the superseded data were derived.
 NQ0682
 NQ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH1914133655(NAD 83)
 NQ0682_MARKER: DD = SURVEY DISK
 NQ0682_SETTING: 0 = UNSPECIFIED SETTING
 NQ0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0682
 NQ0682  HISTORY     - Date     Condition        Report By
 NQ0682  HISTORY     - 1948     MONUMENTED       USGS
 NQ0682
 NQ0682                          STATION DESCRIPTION
 NQ0682
 NQ0682'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0682'TO REACH STATION FROM POST OFFICE AT GLENROCK, GO S. 5.5 MI. TO RD.
 NQ0682'FORK, THENCE RIGHT (SW.) 3.5 MI. TO RD. FORKS, THENCE LEFT (S.) 0.55
 NQ0682'MI. TO RD. FORK, THENCE RIGHT (W.) 0.75 MI. TO RD. FORK, THENCE LEFT
 NQ0682'(SW.) 0.75 MI. TO FENCE ACROSS RD.  STATION IS 78.3 FT. S. OF
 NQ0682'INTERSECTION OF FENCE AND RD.
 NQ0682'
 NQ0682'STATION MARK--STANDARD TABLET SET IN CONCRETE POST 6 IN. ABOVE
 NQ0682'GROUND, STAMPED ---NBTLH-1, 1948---.
 NQ0682'
 NQ0682'REFERENCE MARK NO. 1--3/4 IN. PIPE 3 IN. ABOVE GROUND, 29.35 FT. N.
 NQ0682'OF STATION, S 00 DEG 16 MIN E, FROM
 NQ0682'STATION.
 NQ0682'
 NQ0682'REFERENCE MARK NO. 2--3/4 IN. PIPE 2 IN. ABOVE GROUND, 27.7 FT. W.
 NQ0682'OF STATION, S 79 DEG 18 MIN E, FROM
 NQ0682'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2139 ***********************************************************************
 AA2139  CBN         -  This is a Cooperative Base Network Control Station.
 AA2139  DESIGNATION -  NE CORNER WYOMING
 AA2139  PID         -  AA2139
 AA2139  STATE/COUNTY-  WY/CROOK
 AA2139  USGS QUAD   -  GRAVEL DRAW (1984)
 AA2139
 AA2139                         *CURRENT SURVEY CONTROL
 AA2139  ___________________________________________________________________
 AA2139* NAD 83(1993)-  44 59 51.43204(N)    104 03 27.73229(W)     ADJUSTED  
 AA2139* NAVD 88     -      1043.0    (meters)    3422.     (feet)  GPS OBS   
 AA2139  ___________________________________________________________________
 AA2139  X           -  -1,097,540.120 (meters)                     COMP
 AA2139  Y           -  -4,383,182.572 (meters)                     COMP
 AA2139  Z           -   4,487,888.016 (meters)                     COMP
 AA2139  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 AA2139  ELLIP HEIGHT-        1027.66  (meters)          (09/07/01) GPS OBS
 AA2139  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 AA2139
 AA2139  HORZ ORDER  -  B
 AA2139  ELLP ORDER  -  FOURTH    CLASS I
 AA2139
 AA2139.The horizontal coordinates were established by GPS observations
 AA2139.and adjusted by the National Geodetic Survey in October 1994..
 AA2139
 AA2139.The orthometric height was determined by GPS observations and a
 AA2139.high-resolution geoid model.
 AA2139
 AA2139.Photographs are available for this station.
 AA2139
 AA2139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2139
 AA2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2139
 AA2139.The ellipsoidal height was determined by GPS observations
 AA2139.and is referenced to NAD 83.
 AA2139
 AA2139.The geoid height was determined by GEOID03.
 AA2139
 AA2139;                    North         East     Units Scale Factor Converg.
 AA2139;SPC WY E     -   500,198.252   287,436.407   MT  1.00003147   +0 47 03.0
 AA2139;SPC SD N     -   137,394.322   280,202.965   MT  0.99993955   -2 52 18.4
 AA2139;SPC SD N     -   450,767.87    919,299.23   sFT  0.99993955   -2 52 18.4
 AA2139;SPC MT       -    98,002.307 1,028,781.030   MT  1.00000143   +3 58 51.8
 AA2139;SPC MT       -   321,529.88  3,375,265.85   iFT  1.00000143   +3 58 51.8
 AA2139;UTM  13      - 4,983,117.868   574,270.465   MT  0.99966783   +0 39 58.7
 AA2139
 AA2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2139!SPC WY E     -   0.99983890  x   1.00003147  =   0.99987037
 AA2139!SPC SD N     -   0.99983890  x   0.99993955  =   0.99977846
 AA2139!SPC MT       -   0.99983890  x   1.00000143  =   0.99984033
 AA2139!UTM  13      -   0.99983890  x   0.99966783  =   0.99950679
 AA2139
 AA2139                          SUPERSEDED SURVEY CONTROL
 AA2139
 AA2139  NAD 83(1993)-  44 59 51.42466(N)    104 03 27.73064(W) AD(       ) 2
 AA2139  ELLIP H (10/19/94) 1027.74   (m)                       GP(       ) 4 1
 AA2139  NAD 83(1986)-  44 59 51.41537(N)    104 03 27.72446(W) AD(       ) 2
 AA2139  NAD 27      -  44 59 51.45000(N)    104 03 25.95000(W) AD(       ) 2
 AA2139  NGVD 29 (07/19/86) 1051.6    (m)         3450.     (f) VERT ANG       
 AA2139
 AA2139.Superseded values are not recommended for survey control.
 AA2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2139.See file dsdata.txt to determine how the superseded data were derived.
 AA2139
 AA2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK7427083118(NAD 83)
 AA2139_MARKER: DD = SURVEY DISK
 AA2139_SETTING: 0 = UNSPECIFIED SETTING
 AA2139_STAMPING: WYOMING MONTANA SOUTH DAKOTA 1993
 AA2139_MARK LOGO: BLM   
 AA2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2139+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2139
 AA2139  HISTORY     - Date     Condition        Report By
 AA2139  HISTORY     - 1912     MONUMENTED       CGS
 AA2139  HISTORY     - 1993     GOOD             BLM
 AA2139
 AA2139                          STATION DESCRIPTION
 AA2139
 AA2139'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (EHP)
 AA2139'A RED GRANITE POST 12 INCHES SQUARE, PROJECTING 3 FEET ABOVE
 AA2139'GROUND, 269.41 METERS (883.9 FEET) S 35 DEG 18 MIN W
 AA2139'FROM STATION NORTHEAST CORNER WYOMING, BOUNDARY MONUMENT
 AA2139'ECCENTRIC.  ABOUT 3 FEET WEST IS BLOCK OF SOFT
 AA2139'WHITE SANDSTONE 18 BY 22 INCHES ON TOP AND PROJECTING ABOUT
 AA2139'2 FEET ABOVE GROUND.  THIRTY-SEVEN PACES EAST IS 2-INCH IRON
 AA2139'PIPE WITH BRONZE CAP PROJECTING 1 FOOT ABOVE SURFACE OF GROUND
 AA2139'AND MARKED U.S. GENERAL LAND OFFICE SURVEY, 1910.  250 DOLLAR FINE
 AA2139'FOR REMOVAL.  MONT-WYO-S.D., T. 9, R., 62-63, SEC. 36--SEC. 31.
 AA2139
 AA2139                          STATION RECOVERY (1993)
 AA2139
 AA2139'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1993 (MDL)
 AA2139'THE STATION IS LOCATED ABOUT 40 KM (24.85 MI) NORTHWEST OF BELLE
 AA2139'FOURCHE, SOUTH DAKOTA, 1 KM (0.60 MI) WEST OF THE ALBION ROAD, AND
 AA2139'JUST SOUTH OF AN EAST-WEST FENCE LINE IN OPEN ROLLING TERRAIN.
 AA2139'OWNERSHIP--UNKNOWN. TO REACH FROM THE INTERSECTION OF US HIGHWAY 212
 AA2139'AND US HIGHWAY 85 ON THE NORTH SIDE OF BELLE FOURCHE, GO NORTH ON US
 AA2139'85 19.15 KM (11.90 MI) TO THE ALBION ROAD.  TURN LEFT, NORTH, ON THE
 AA2139'ALBION ROAD FOR 4.35 KM (2.70 MI) TO A Y INTERSECTION.  TURN LEFT,
 AA2139'NORTHWEST, ON THE ALBION ROAD FOR 23.2 KM (14.40 MI) TO A GATE ON THE
 AA2139'WESTERN SIDE OF THE ROAD, AT A PIPELINE CROSSING APPROXIMATELY 0.15 KM
 AA2139'(0.10 MI) SOUTH OF THE MONTANA-SOUTH DAKOTA BORDER.  TURN WEST THROUGH
 AA2139'THE GATE ALONG A TRACK ROAD FOR 0.8 KM.  THEN TURN RIGHT, NORTH, FOR
 AA2139'100 M (328.1 FT) TO THE STATION. STATION MARK IS A DISK SET ATOP A 1 X
 AA2139'1 X 6 FEET (1.8 M) GRANITE COLUMN SET 3 FEET (0.9 M) IN THE GROUND AND
 AA2139'SURROUNDED BY A TRIANGULAR CONCRETE PAD AND FENCE.  IT IS 2 M (6.6 FT)
 AA2139'SOUTH OF AN EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0638 ***********************************************************************
 MP0638  DESIGNATION -  NEAR HANSEN
 MP0638  PID         -  MP0638
 MP0638  STATE/COUNTY-  WY/CARBON
 MP0638  USGS QUAD   -  DIVIDE PEAK (1983)
 MP0638
 MP0638                         *CURRENT SURVEY CONTROL
 MP0638  ___________________________________________________________________
 MP0638* NAD 83(1993)-  41 17 49.28670(N)    107 10 20.84250(W)     ADJUSTED  
 MP0638* NAVD 88     -      2773.     (meters)    9098.     (feet)  SCALED    
 MP0638  ___________________________________________________________________
 MP0638  LAPLACE CORR-           8.74  (seconds)                    DEFLEC99
 MP0638  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 MP0638
 MP0638  HORZ ORDER  -  SECOND
 MP0638
 MP0638.The horizontal coordinates were established by classical geodetic methods
 MP0638.and adjusted by the National Geodetic Survey in January 1997..
 MP0638
 MP0638.The orthometric height was scaled from a topographic map.
 MP0638
 MP0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0638
 MP0638.The geoid height was determined by GEOID03.
 MP0638
 MP0638;                    North         East     Units Scale Factor Converg.
 MP0638;SPC WYEC     -   188,518.030   413,473.638   MT  0.99993973   +0 06 22.2
 MP0638;UTM  13      - 4,574,006.750   318,110.070   MT  1.00000718   -1 26 02.9
 MP0638
 MP0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0638!SPC WYEC     -   0.99956704  x   0.99993973  =   0.99950679
 MP0638!UTM  13      -   0.99956704  x   1.00000718  =   0.99957422
 MP0638
 MP0638                          SUPERSEDED SURVEY CONTROL
 MP0638
 MP0638  NAD 83(1986)-  41 17 49.27785(N)    107 10 20.83338(W) AD(       ) 2
 MP0638  NAD 27      -  41 17 49.41600(N)    107 10 18.63500(W) AD(       ) 2
 MP0638
 MP0638.Superseded values are not recommended for survey control.
 MP0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0638.See file dsdata.txt to determine how the superseded data were derived.
 MP0638
 MP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF1811074007(NAD 83)
 MP0638_MARKER: DS = TRIANGULATION STATION DISK
 MP0638_SETTING: 66 = SET IN ROCK OUTCROP
 MP0638
 MP0638  HISTORY     - Date     Condition        Report By
 MP0638  HISTORY     - 1937     MONUMENTED       USGS
 MP0638
 MP0638                          STATION DESCRIPTION
 MP0638
 MP0638'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 MP0638'STATION LOCATED ABOUT 22 MILES AIRLINE SOUTHWEST OF SARATOGA,
 MP0638'20.5 MILES AIRLINE NORTH OF THE COLORADO-WYOMING STATE LINE,
 MP0638'ON HIGHEST POINT OF A PROMINENT RIDGE LOCALLY KNOWN AS DIVIDE PEAK.
 MP0638'
 MP0638'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MP0638'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 12 INCHES
 MP0638'HIGHER THAN STATION HANSEN, PROJECTS 6 INCHES, AND STAMPED, VA 9088.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0345 ***********************************************************************
 NR0345  DESIGNATION -  NEAR RENO
 NR0345  PID         -  NR0345
 NR0345  STATE/COUNTY-  WY/CONVERSE
 NR0345  USGS QUAD   -  RENO HILL (1992)
 NR0345
 NR0345                         *CURRENT SURVEY CONTROL
 NR0345  ___________________________________________________________________
 NR0345* NAD 83(1993)-  42 34 43.07472(N)    106 03 44.12097(W)     ADJUSTED  
 NR0345* NAVD 88     -      2672.     (meters)    8766.     (feet)  SCALED    
 NR0345  ___________________________________________________________________
 NR0345  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NR0345  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 NR0345
 NR0345  HORZ ORDER  -  SECOND
 NR0345
 NR0345.The horizontal coordinates were established by classical geodetic methods
 NR0345.and adjusted by the National Geodetic Survey in January 1997..
 NR0345
 NR0345.The orthometric height was scaled from a topographic map.
 NR0345
 NR0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0345
 NR0345.The geoid height was determined by GEOID03.
 NR0345
 NR0345;                    North         East     Units Scale Factor Converg.
 NR0345;SPC WY E     -   231,236.282   126,480.102   MT  1.00000398   -0 36 21.5
 NR0345;SPC WYEC     -   331,630.670   504,344.521   MT  1.00007141   +0 51 36.3
 NR0345;UTM  13      - 4,714,571.092   412,827.560   MT  0.99969349   -0 43 07.6
 NR0345
 NR0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0345!SPC WY E     -   0.99958294  x   1.00000398  =   0.99958692
 NR0345!SPC WYEC     -   0.99958294  x   1.00007141  =   0.99965432
 NR0345!UTM  13      -   0.99958294  x   0.99969349  =   0.99927656
 NR0345
 NR0345                          SUPERSEDED SURVEY CONTROL
 NR0345
 NR0345  NAD 83(1986)-  42 34 43.05983(N)    106 03 44.10529(W) AD(       ) 2
 NR0345  NAD 27      -  42 34 43.18500(N)    106 03 42.06400(W) AD(       ) 2
 NR0345
 NR0345.Superseded values are not recommended for survey control.
 NR0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0345.See file dsdata.txt to determine how the superseded data were derived.
 NR0345
 NR0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH1282814571(NAD 83)
 NR0345_MARKER: DD = SURVEY DISK
 NR0345_SETTING: 66 = SET IN ROCK OUTCROP
 NR0345
 NR0345  HISTORY     - Date     Condition        Report By
 NR0345  HISTORY     - 1948     MONUMENTED       USGS
 NR0345
 NR0345                          STATION DESCRIPTION
 NR0345
 NR0345'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0345'STATION RENO IS LOCATED IN THE MEDICINE BOW NATIONAL FOREST, ON THE
 NR0345'EASTERN END AND HIGHEST PART OF A LONG, PROMINENT, ROCKY,
 NR0345'TIMBERED RIDGE EXTENDING IN AN EAST AND WEST DIRECTION AND
 NR0345'LOCALLY KNOWN AS RENO HILL, ABOUT 24 MILES SOUTHWEST OF DOUGLAS,
 NR0345'23 MILES AIRLINE SOUTHEAST OF CASPER, 1.0 MILE EAST OF THE
 NR0345'NATRONA - CONVERSE COUNTY LINE.
 NR0345'
 NR0345'REFERENCE MARK NO. 3 IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 NR0345'IN A DRILL HOLE IN OUTCROPPING BEDROCK, SET FLUSH, ABOUT 12
 NR0345'INCHES HIGHER THAN STATION RENO, AND IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0446 ***********************************************************************
 PX0446  DESIGNATION -  NEEDLE
 PX0446  PID         -  PX0446
 PX0446  STATE/COUNTY-  WY/PARK
 PX0446  USGS QUAD   -  NEEDLE MOUNTAIN (1991)
 PX0446
 PX0446                         *CURRENT SURVEY CONTROL
 PX0446  ___________________________________________________________________
 PX0446* NAD 83(1993)-  44 03 55.98175(N)    109 37 01.08376(W)     ADJUSTED  
 PX0446* NAVD 88     -      3691.9    (meters)   12113.     (feet)  VERTCON   
 PX0446  ___________________________________________________________________
 PX0446  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 PX0446  GEOID HEIGHT-          -7.42  (meters)                     GEOID03
 PX0446
 PX0446  HORZ ORDER  -  THIRD
 PX0446
 PX0446.The horizontal coordinates were established by classical geodetic methods
 PX0446.and adjusted by the National Geodetic Survey in January 1997..
 PX0446
 PX0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0446
 PX0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0446
 PX0446.The geoid height was determined by GEOID03.
 PX0446
 PX0446;                    North         East     Units Scale Factor Converg.
 PX0446;SPC WYWC     -   396,397.844   530,544.674   MT  0.99999681   -0 36 10.7
 PX0446;UTM  12      - 4,880,083.247   610,761.600   MT  0.99975088   +0 57 43.1
 PX0446
 PX0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0446!SPC WYWC     -   0.99942259  x   0.99999681  =   0.99941941
 PX0446!UTM  12      -   0.99942259  x   0.99975088  =   0.99917362
 PX0446
 PX0446:                Primary Azimuth Mark                     Grid Az
 PX0446:SPC WYWC     -  VENUS                                    126 25 58.5
 PX0446:UTM  12      -  VENUS                                    124 52 04.7
 PX0446
 PX0446|---------------------------------------------------------------------|
 PX0446| PID    Reference Object                     Distance      Geod. Az  |
 PX0446|                                                           dddmmss.s |
 PX0446| PX0445 VENUS                               APPROX.10.9 KM 1254947.8 |
 PX0446|---------------------------------------------------------------------|
 PX0446
 PX0446                          SUPERSEDED SURVEY CONTROL
 PX0446
 PX0446  NAD 83(1986)-  44 03 55.97085(N)    109 37 01.07303(W) AD(       ) 3
 PX0446  NAD 27      -  44 03 56.13745(N)    109 36 58.48485(W) AD(       ) 3
 PX0446  NGVD 29 (07/19/86) 3690.4    (m)        12108.     (f) VERT ANG       
 PX0446
 PX0446.Superseded values are not recommended for survey control.
 PX0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0446.See file dsdata.txt to determine how the superseded data were derived.
 PX0446
 PX0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP1076280083(NAD 83)
 PX0446_MARKER: DD = SURVEY DISK
 PX0446_SETTING: 80 = SET IN A BOULDER
 PX0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0446+STABILITY: SURFACE MOTION
 PX0446
 PX0446  HISTORY     - Date     Condition        Report By
 PX0446  HISTORY     - 1954     MONUMENTED       USGS
 PX0446
 PX0446                          STATION DESCRIPTION
 PX0446
 PX0446'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0446'STATION LOCATED 27.0 MI. W. AND 30.0 MI. S. OF CODY, WYOMING ABOUT
 PX0446'6.0 MI. S. OF THE SOUTH FORK RANGER STATION AT THE HEAD OF BOULDER
 PX0446'CREEK AND THE HIGHEST POINT OF NEEDLE MOUNTAIN.
 PX0446'
 PX0446'TO REACH FROM THE SOUTH FORK RANGER STATION FOLLOW THE TRAIL THAT GOES
 PX0446'SE. FROM THE R.S. UP BOULDER RIDGE TO THE TOP OF THE RIDGE.  CONTINUE
 PX0446'DOWN TRAIL ABOUT HALF WAY TO THE BOTTOM OF THE CANYON AND TURN RIGHT
 PX0446'OFF TRAIL AND W. TO TOP OF BOULDER RIDGE AGAIN.  THIS MISSES SOME
 PX0446'IMPASSABLE ROCKS ON TOP OF THE RIDGE.  GO SW. FOLLOWING GAME TRAILS
 PX0446'ALONG TOP OF BOULDER RIDGE TO AN IMPASSABLE SHARP RIDGE, LEAVE HORSES
 PX0446'HERE AND PROCEED A FOOT FOLLOWING HIGH POINT OF RIDGE TO HIGHEST POIN
 PX0446'OF NEEDLE MOUNTAIN AND STATION.  ABOUT 1 HOUR WALK.
 PX0446'
 PX0446'STATION MARK - STANDARD TABLET STAMPED ---SNAKE 1954--- CEMENTED IN A
 PX0446'BURIED BOULDER ON HIGHEST POINT OF MOUNTAIN.
 PX0446'
 PX0446'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN OUTCROPPING
 PX0446'BOULDER 93.81 FT., S 61 DEG 20 MIN E.
 PX0446'
 PX0446'REFERENCE MARK NO.2 - 3/4 IN. DRILL HOLE IN BOULDER 47.90 FT.,
 PX0446'S 88 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0678 ***********************************************************************
 MR0678  DESIGNATION -  NEEDLES
 MR0678  PID         -  MR0678
 MR0678  STATE/COUNTY-  WY/UINTA
 MR0678  USGS QUAD   -  WAHSATCH (1991)
 MR0678
 MR0678                         *CURRENT SURVEY CONTROL
 MR0678  ___________________________________________________________________
 MR0678* NAD 83(1993)-  41 10 19.47001(N)    111 02 06.16907(W)     ADJUSTED  
 MR0678* NAVD 88     -      2321.1    (meters)    7615.     (feet)  VERTCON   
 MR0678  ___________________________________________________________________
 MR0678  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 MR0678  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 MR0678
 MR0678  HORZ ORDER  -  THIRD
 MR0678
 MR0678.The horizontal coordinates were established by classical geodetic methods
 MR0678.and adjusted by the National Geodetic Survey in January 1997..
 MR0678
 MR0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0678
 MR0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0678
 MR0678.The geoid height was determined by GEOID03.
 MR0678
 MR0678;                    North         East     Units Scale Factor Converg.
 MR0678;SPC WY W     -   175,066.420   720,140.501   MT  1.00001596   -0 37 35.6
 MR0678;UTM  12      - 4,557,859.898   497,060.176   MT  0.99960011   -0 01 23.1
 MR0678
 MR0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0678!SPC WY W     -   0.99963840  x   1.00001596  =   0.99965436
 MR0678!UTM  12      -   0.99963840  x   0.99960011  =   0.99923866
 MR0678
 MR0678:                Primary Azimuth Mark                     Grid Az
 MR0678:SPC WY W     -  SHEARING                                 313 34 54.4
 MR0678:UTM  12      -  SHEARING                                 312 58 41.9
 MR0678
 MR0678|---------------------------------------------------------------------|
 MR0678| PID    Reference Object                     Distance      Geod. Az  |
 MR0678|                                                           dddmmss.s |
 MR0678| MR0683 SHEARING                            APPROX.11.1 KM 3125718.8 |
 MR0678|---------------------------------------------------------------------|
 MR0678
 MR0678                          SUPERSEDED SURVEY CONTROL
 MR0678
 MR0678  NAD 83(1986)-  41 10 19.45596(N)    111 02 06.15853(W) AD(       ) 3
 MR0678  NAD 27      -  41 10 19.64900(N)    111 02 03.49859(W) AD(       ) 3
 MR0678  NGVD 29 (07/19/86) 2319.7    (m)         7611.     (f) VERT ANG       
 MR0678
 MR0678.Superseded values are not recommended for survey control.
 MR0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0678.See file dsdata.txt to determine how the superseded data were derived.
 MR0678
 MR0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9706057860(NAD 83)
 MR0678_MARKER: DD = SURVEY DISK
 MR0678_SETTING: 0 = UNSPECIFIED SETTING
 MR0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0678
 MR0678  HISTORY     - Date     Condition        Report By
 MR0678  HISTORY     - 1966     MONUMENTED       USGS
 MR0678
 MR0678                          STATION DESCRIPTION
 MR0678
 MR0678'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MR0678'LOCATED ABOUT 7 MI. S. OF EVANSTON, WYOMING, 0.5 MI. E. OF YELLOW
 MR0678'CREEK, ON THE N. PEAK OF THE HIGHEST HILL IN AREA.
 MR0678'
 MR0678'TO REACH FROM THE POST OFFICE IN EVANSTON, WYOMING, DRIVE E. ALONG
 MR0678'CENTER STREET TO 6TH STREET, TURN RIGHT ON 6TH AND GO 0.3 MI. TO Y-RD.
 MR0678'TURN LEFT AND FOLLOW RD. 7.4 MI. TO CROSSROAD, TURN LEFT AND FILLOW
 MR0678'RD. ACROSS YELLOW CREEK FOR 2.1 MI. TO RD. FORK, TURN LEFT ON TRACK
 MR0678'RD. FOR 0.9 MI., TURN LEFT GO CROSS-COUNTRY (4-WHEEL DRIVE) 0.6 MI. TO
 MR0678'SADDLE, GO UP RIDGE TO N. TOP AND STATION.
 MR0678'
 MR0678'STATION MARK - A STANDARD TABLET STAMPED ---NEEDLES 1966--- CEMENTED
 MR0678'IN SANDSTONE OUTCROP ON TOP OF HILL.
 MR0678'
 MR0678'REFERENCE MARK NO.1 - A STANDARD REFERENCE MARK TABLET STAMPED
 MR0678'---NO.1 1966--- CEMENTED IN SANDSTONE OUTCROP, 12.64 FT. FROM STATION
 MR0678'MARK AND ABOUT 1 FT. LOWER, S 08 DEG 29 MIN 07 SEC E.
 MR0678'
 MR0678'REFERENCE MARK NO.2 - A STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 MR0678'1966--- CEMENTED IN SANDSTONE OUTCROP, 28.81 FT. FROM STATION MARK AND
 MR0678'ABOUT 2 FT. LOWER, N 01 DEG 26 MIN 02 SEC W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0537 ***********************************************************************
 MQ0537  DESIGNATION -  NEGRO
 MQ0537  PID         -  MQ0537
 MQ0537  STATE/COUNTY-  WY/SWEETWATER
 MQ0537  USGS QUAD   -  POINT OF ROCKS SE (1968)
 MQ0537
 MQ0537                         *CURRENT SURVEY CONTROL
 MQ0537  ___________________________________________________________________
 MQ0537* NAD 83(1993)-  41 33 17.97777(N)    108 48 09.99660(W)     ADJUSTED  
 MQ0537* NAVD 88     -      2469.3    (meters)    8101.     (feet)  VERTCON   
 MQ0537  ___________________________________________________________________
 MQ0537  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 MQ0537  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 MQ0537
 MQ0537  HORZ ORDER  -  THIRD
 MQ0537
 MQ0537.The horizontal coordinates were established by classical geodetic methods
 MQ0537.and adjusted by the National Geodetic Survey in January 1997..
 MQ0537
 MQ0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0537
 MQ0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0537
 MQ0537.The geoid height was determined by GEOID03.
 MQ0537
 MQ0537;                    North         East     Units Scale Factor Converg.
 MQ0537;SPC WYWC     -   117,155.775   595,597.342   MT  0.99993774   -0 02 06.0
 MQ0537;UTM  12      - 4,602,700.836   683,236.579   MT  1.00001320   +1 27 28.5
 MQ0537
 MQ0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0537!SPC WYWC     -   0.99961505  x   0.99993774  =   0.99955282
 MQ0537!UTM  12      -   0.99961505  x   1.00001320  =   0.99962825
 MQ0537
 MQ0537:                Primary Azimuth Mark                     Grid Az
 MQ0537:SPC WYWC     -  TABLE                                    091 36 32.7
 MQ0537:UTM  12      -  TABLE                                    090 06 58.2
 MQ0537
 MQ0537|---------------------------------------------------------------------|
 MQ0537| PID    Reference Object                     Distance      Geod. Az  |
 MQ0537|                                                           dddmmss.s |
 MQ0537| MQ0439 TABLE                               APPROX.26.7 KM 0913426.7 |
 MQ0537|---------------------------------------------------------------------|
 MQ0537
 MQ0537                          SUPERSEDED SURVEY CONTROL
 MQ0537
 MQ0537  NAD 83(1986)-  41 33 17.96932(N)    108 48 09.98787(W) AD(       ) 3
 MQ0537  NGVD 29 (10/23/89) 2468.0    (m)         8097.     (f) VERT ANG       
 MQ0537
 MQ0537.Superseded values are not recommended for survey control.
 MQ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0537.See file dsdata.txt to determine how the superseded data were derived.
 MQ0537
 MQ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM8323702701(NAD 83)
 MQ0537_MARKER: DS = TRIANGULATION STATION DISK
 MQ0537_SETTING: 0 = UNSPECIFIED SETTING
 MQ0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0537
 MQ0537  HISTORY     - Date     Condition        Report By
 MQ0537  HISTORY     - 1968     MONUMENTED       USGS
 MQ0537
 MQ0537                          STATION DESCRIPTION
 MQ0537
 MQ0537'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MQ0537'STATION IS LOCATED APPROXIMATELY 22 MI. (AIRLINE) E. OF ROCK SPRINGS
 MQ0537'AND 9 MI. (AIRLINE) S. OF POINT OF ROCKS, WYOMING, ON HIGHEST POINT
 MQ0537'OF PROMINENT BUTTES KNOWN AS --BLACK BUTTES--.
 MQ0537'
 MQ0537'TO REACH STATION FROM POST OFFICE AT POINT OF ROCKS, DRIVE S. ACROSS
 MQ0537'THE RAILROAD AND SE. ALONG GRADED COUNTY ROAD WHICH FOLLOWS PARALLEL
 MQ0537'ALONG UNION PACIFIC TRACKS AND BITTER CREEK FOR 8.7 MI., TURN RIGHT
 MQ0537'(SW.) ON ROAD WHICH FOLLOWS UP DRAIN FOR 2.0 MI. TO Y-FORKS, TURN
 MQ0537'RIGHT AND CONTINUE ON MAIN TRAVELED ROAD WHICH CROSSES DRAIN AND
 MQ0537'FOLLOWS ALONG A SMALL RIDGE TOWARD THE SW. AND BLACK BUTTES FOR 1.9
 MQ0537'MI. TO A BLADED E-W. SEISMIC ROAD.  TURN RIGHT AND CONTINUE W. ON
 MQ0537'SEISMIC ROAD FOR 0.4 MI. TO A Y-FORK, WHICH IS A SHORT DISTANCE W. OF
 MQ0537'SUMMIT ON RIDGE.  WITH FOUR-WHEEL DRIVE VEHICLE, TURN LEFT ALONG
 MQ0537'TRAIL, WHICH TERMINATES NEAR A SADDLE ON THE NW. END OF THE BUTTE, FOR
 MQ0537'1.2 MI. AND END VEHICLE TRAVEL.  PACK S. ALONG RIDGE TO HIGHEST ROCK
 MQ0537'OUTCROP NEAR THE CENTER OF THE N-S. AXIS OF THE BUTTE - A 30 MINUTE
 MQ0537'PACK.
 MQ0537'
 MQ0537'STATION MARK--STANDARD TABLET SET FLUSH IN BEDROCK, STAMPED---NEGRO
 MQ0537'1968 VABM---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0430 ***********************************************************************
 OW0430  DESIGNATION -  NEIBER
 OW0430  PID         -  OW0430
 OW0430  STATE/COUNTY-  WY/WASHAKIE
 OW0430  USGS QUAD   -  CEDAR MOUNTAIN (1985)
 OW0430
 OW0430                         *CURRENT SURVEY CONTROL
 OW0430  ___________________________________________________________________
 OW0430* NAD 83(1993)-  43 52 16.55539(N)    108 02 10.55103(W)     ADJUSTED  
 OW0430* NAVD 88     -      1426.     (meters)    4678.     (feet)  SCALED    
 OW0430  ___________________________________________________________________
 OW0430  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 OW0430  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 OW0430
 OW0430  HORZ ORDER  -  THIRD
 OW0430
 OW0430.The horizontal coordinates were established by classical geodetic methods
 OW0430.and adjusted by the National Geodetic Survey in January 1997..
 OW0430
 OW0430.The orthometric height was scaled from a topographic map.
 OW0430
 OW0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0430
 OW0430.The geoid height was determined by GEOID03.
 OW0430
 OW0430;                    North         East     Units Scale Factor Converg.
 OW0430;SPC WYEC     -   474,686.577   343,502.305   MT  0.99997675   -0 29 13.8
 OW0430;UTM  12      - 4,861,845.074   738,132.388   MT  1.00029753   +2 03 17.8
 OW0430;UTM  13      - 4,862,056.744   256,039.834   MT  1.00033209   -2 06 19.0
 OW0430
 OW0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0430!SPC WYEC     -   0.99977854  x   0.99997675  =   0.99975530
 OW0430!UTM  12      -   0.99977854  x   1.00029753  =   1.00007601
 OW0430!UTM  13      -   0.99977854  x   1.00033209  =   1.00011056
 OW0430
 OW0430:                Primary Azimuth Mark                     Grid Az
 OW0430:SPC WYEC     -  TP DOME                                  025 33 03.3
 OW0430:UTM  12      -  TP DOME                                  023 00 31.7
 OW0430:UTM  13      -  TP DOME                                  027 10 08.5
 OW0430
 OW0430|---------------------------------------------------------------------|
 OW0430| PID    Reference Object                     Distance      Geod. Az  |
 OW0430|                                                           dddmmss.s |
 OW0430| OW0449 TP DOME                             APPROX. 6.3 KM 0250349.5 |
 OW0430|---------------------------------------------------------------------|
 OW0430
 OW0430                          SUPERSEDED SURVEY CONTROL
 OW0430
 OW0430  NAD 83(1986)-  43 52 16.54323(N)    108 02 10.54853(W) AD(       ) 3
 OW0430
 OW0430.Superseded values are not recommended for survey control.
 OW0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0430.See file dsdata.txt to determine how the superseded data were derived.
 OW0430
 OW0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP3813261845(NAD 83)
 OW0430_MARKER: DS = TRIANGULATION STATION DISK
 OW0430_SETTING: 0 = UNSPECIFIED SETTING
 OW0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0430
 OW0430  HISTORY     - Date     Condition        Report By
 OW0430  HISTORY     - 1944     MONUMENTED       USGS
 OW0430  HISTORY     - 1990     GOOD             USPSQD
 OW0430
 OW0430                          STATION DESCRIPTION
 OW0430
 OW0430'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 OW0430'LOCATED ABOUT 2.0 MI. E. AND 3.0 MI. S. OF NEIBER AND ABOUT 4.0 MI. W.
 OW0430'OF NOWATER CREEK.  IN SEC. 16, T 45 N, R 93 W, AND 1.1 MI. SW. (BY
 OW0430'RD.) OF 1/4 SEC. CORNER BETWEEN SEC. 9 AND SEC. 10.  STATION IS ON A
 OW0430'SMALL KNOLL ABOUT 50 FT. W. OF A DIRT RD. RUNNING NE-SW. FROM VALLEY
 OW0430'TO THE N.
 OW0430'
 OW0430'TO REACH FROM WORLAND POST OFFICE, GO 0.4 MI. W. AND S. ON U.S.
 OW0430'HIGHWAY 20 TO OILED RD. FORK S. JUST BEFORE CROSSING RAILROAD TRACKS,
 OW0430'FOLLOW OILED RD. S. FOR 2.4 MI. TO FORK, TAKE LEFT FORK, AND CONTINUE
 OW0430'ON OILED RD. FOR 1.4 MI. TO END OF OIL AT N. END OF BRIDGE OVER
 OW0430'NOWATER CREEK, CROSS BRIDGE AND CONTINUE ON MAIN TRAVELED RD. FOR 2.2
 OW0430'MI. TO ANOTHER FORK, TAKE RIGHT FORK AND GO W. AND S. FOR 1.7 MI. TO
 OW0430'A RIGHT ANGLED TURN AND FORK, TURN S. AND GO 0.7 MI. TO FORK, TURN
 OW0430'LEFT, CROSS IRRIGATION CANAL, AND CONTINUE IN AN EASTERLY DIRECTION
 OW0430'FOR 1.8 MI. ON DIRT RD. TO FORK, TAKE RIGHT FORK SW. AND GO 3.3 MI.
 OW0430'TO STATION ON RIGHT.
 OW0430'
 OW0430'STATION MARK--STANDARD TABLET, STAMPED---NEIBER 1944---, CEMENTED IN
 OW0430'SANDSTONE OUTCROP.
 OW0430'
 OW0430'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED---NO.
 OW0430'1---, CEMENTED IN SANDSTONE OUTCROP, 34.15 FT. FROM STATION MARK IN
 OW0430'TRUE AZIMUTH 80 DEGREES 12 MINUTES.
 OW0430'
 OW0430'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED---NO.
 OW0430'2---, CEMENTED IN LARGE SANDSTONE BOULDER, 88.39 FT. FROM STATION MARK
 OW0430'IN TRUE AZIMUTH 146 DEGREES 10 MINUTES.
 OW0430
 OW0430                          STATION RECOVERY (1990)
 OW0430
 OW0430'RECOVERY NOTE BY US POWER SQUADRON 1990 (RP)
 OW0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0464 ***********************************************************************
 NQ0464  DESIGNATION -  NELLIE
 NQ0464  PID         -  NQ0464
 NQ0464  STATE/COUNTY-  WY/GOSHEN
 NQ0464  USGS QUAD   -  CARPENTER RANCH (1990)
 NQ0464
 NQ0464                         *CURRENT SURVEY CONTROL
 NQ0464  ___________________________________________________________________
 NQ0464* NAD 83(1993)-  42 10 50.06885(N)    104 06 54.37019(W)     ADJUSTED  
 NQ0464* NAVD 88     -      1437.     (meters)    4715.     (feet)  SCALED    
 NQ0464  ___________________________________________________________________
 NQ0464  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 NQ0464  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 NQ0464
 NQ0464  HORZ ORDER  -  SECOND
 NQ0464
 NQ0464.The horizontal coordinates were established by classical geodetic methods
 NQ0464.and adjusted by the National Geodetic Survey in January 1997..
 NQ0464
 NQ0464.The orthometric height was scaled from a topographic map.
 NQ0464
 NQ0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0464
 NQ0464.The geoid height was determined by GEOID03.
 NQ0464
 NQ0464;                    North         East     Units Scale Factor Converg.
 NQ0464;SPC WY E     -   187,169.119   286,871.175   MT  1.00003032   +0 42 22.1
 NQ0464;UTM  13      - 4,670,204.481   573,077.812   MT  0.99966571   +0 35 39.1
 NQ0464
 NQ0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0464!SPC WY E     -   0.99977743  x   1.00003032  =   0.99980775
 NQ0464!UTM  13      -   0.99977743  x   0.99966571  =   0.99944322
 NQ0464
 NQ0464|---------------------------------------------------------------------|
 NQ0464| PID    Reference Object                     Distance      Geod. Az  |
 NQ0464|                                                           dddmmss.s |
 NQ0464| NQ0463 JAMES                                11.083 METERS 05438     |
 NQ0464| NQ0469 TORRINGTON HOLLY SUGAR CO STK       APPROX.15.9 KM 2014822.0 |
 NQ0464| NQ0471 TORRINGTON UN TEL MICROWAVE         APPROX.14.1 KM 2042010.9 |
 NQ0464| NQ0467 TORRINGTON SOUTH MUNICIPAL TK       APPROX.14.2 KM 2051925.3 |
 NQ0464| CQ3584 NELLIE RM 1                          12.553 METERS 27915     |
 NQ0464| CQ3583 NELLIE AZ MK                                       3104933.5 |
 NQ0464|---------------------------------------------------------------------|
 NQ0464
 NQ0464                          SUPERSEDED SURVEY CONTROL
 NQ0464
 NQ0464  NAD 83(1986)-  42 10 50.04651(N)    104 06 54.38113(W) AD(       ) 2
 NQ0464  NAD 27      -  42 10 50.18180(N)    104 06 52.58000(W) AD(       ) 2
 NQ0464
 NQ0464.Superseded values are not recommended for survey control.
 NQ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0464.See file dsdata.txt to determine how the superseded data were derived.
 NQ0464
 NQ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7307870204(NAD 83)
 NQ0464_MARKER: DS = TRIANGULATION STATION DISK
 NQ0464_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0464
 NQ0464  HISTORY     - Date     Condition        Report By
 NQ0464  HISTORY     - 1963     MONUMENTED       CGS
 NQ0464
 NQ0464                          STATION DESCRIPTION
 NQ0464
 NQ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0464'THE STATION IS LOCATED ABOUT 8-1/4 MILES NORTH AND 3 MILES
 NQ0464'EAST OF TORRINGTON, ON THE HIGHEST POINT OF A GROUP OF HILLS IN
 NQ0464'RANGE LAND, NEAR THE CENTER OF SEC. 31 T26N R60W, ON PROPERTY
 NQ0464'OF THE MRS. DUDLEY CONOWAY ESTATE AND LEASED BY MR. JOE D. JAMES.
 NQ0464'
 NQ0464'TO REACH THE STATION FROM THE POST OFFICE IN TORRINGTON, GO
 NQ0464'WEST FOR 0.25 MILE THENCE TURN RIGHT AND GO NORTH AND WEST ON A
 NQ0464'SURFACED ROAD FOR 3.4 MILES TO A Y-FORK.  TAKE THE RIGHT FORK
 NQ0464'AND GO NORTHWEST AND NORTH ON A SURFACED ROAD FOR 9.1 MILES TO
 NQ0464'A CROSSROAD.  TURN RIGHT, EAST, FOR 2.0 MILES TO A CROSSROAD.
 NQ0464'TURN RIGHT AND GO SOUTH AND SOUTHEAST ON A TRACK ROAD FOR 2.4
 NQ0464'MILES TO THE RANCH BUILDINGS AND HOME OF MR. JOE D. JAMES.
 NQ0464'PASS THROUGH THE GATE AT THE SOUTHWEST CORNER OF THE BARN LOT
 NQ0464'AND GO EAST ABOUT 150 FEET TO THE GATE IN THE SOUTHEAST
 NQ0464'CORNER OF THE BARN LOT.  TURN RIGHT, PASS THROUGH THE GATE
 NQ0464'AND GO SOUTH AND SOUTHEAST ON A TRACK ROAD FOR 0.95 MILE
 NQ0464'TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 NQ0464'SOUTHEAST ON A DIM TRACK ROAD FOR 0.6 MILE TO THE AZIMUTH
 NQ0464'MARK ON THE LEFT, NORTHEAST, SIDE OF THE ROAD ATOP A LOW, ROCKY
 NQ0464'KNOLL.  CONTINUE SOUTHEAST, ACROSS COUNTRY, FOR 0.05 MILE TO
 NQ0464'A DRY WASH.  TURN LEFT AND GO EAST FOR 0.05 MILE TO THE HEAD
 NQ0464'OF THE DRY WASH.  TURN RIGHT AND GO SOUTHEAST FOR 0.2 MILE TO
 NQ0464'THE HIGHEST POINT IN THE GENERAL VICINITY AND THE STATION.
 NQ0464'
 NQ0464'THE STATION MARK, STAMPED NELLIE 1963, IS A STANDARD DISK SET IN
 NQ0464'A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 7.4 FEET NORTHWEST
 NQ0464'OF A WITNESS POST.
 NQ0464'
 NQ0464'REFERENCE MARK NO. 1, STAMPED NELLIE NO 1 1963, IS A STANDARD
 NQ0464'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 36.9
 NQ0464'FEET WEST OF THE WITNESS POST.
 NQ0464'
 NQ0464'JAMES (USGS), STAMPED JAMES ET 1963, IS A U.S.G.S. STATION
 NQ0464'DISK SET IN THE TOP OF AN 8-INCH SQUARE, CONCRETE MONUMENT THAT
 NQ0464'PROJECTS 4 INCHES.  IT IS 43.4 FEET NORTHEAST OF THE
 NQ0464'WITNESS POST.
 NQ0464'
 NQ0464'IT IS 71.8 FEET OR 21.88 METERS BETWEEN REFERENCE MARK NO. 1
 NQ0464'AND JAMES (USGS)
 NQ0464'
 NQ0464'THE AZIMUTH MARK, STAMPED NELLIE 1963, IS A STANDARD DISK SET
 NQ0464'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET ON ITS
 NQ0464'SOUTHWEST SIDE AND 6 INCHES ON ITS NORTHEAST SIDE.  IT IS 2.7
 NQ0464'FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0407 ***********************************************************************
 NR0407  DESIGNATION -  NEMO
 NR0407  PID         -  NR0407
 NR0407  STATE/COUNTY-  WY/NATRONA
 NR0407  USGS QUAD   -  LONE MOUNTAIN (1951)
 NR0407
 NR0407                         *CURRENT SURVEY CONTROL
 NR0407  ___________________________________________________________________
 NR0407* NAD 83(1993)-  42 31 24.75109(N)    107 22 39.73026(W)     ADJUSTED  
 NR0407* NAVD 88     -      2254.6    (meters)    7397.     (feet)  VERTCON   
 NR0407  ___________________________________________________________________
 NR0407  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 NR0407  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 NR0407
 NR0407  HORZ ORDER  -  THIRD
 NR0407
 NR0407.The horizontal coordinates were established by classical geodetic methods
 NR0407.and adjusted by the National Geodetic Survey in January 1997..
 NR0407
 NR0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0407
 NR0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0407
 NR0407.The geoid height was determined by GEOID03.
 NR0407
 NR0407;                    North         East     Units Scale Factor Converg.
 NR0407;SPC WYEC     -   324,729.225   396,354.466   MT  0.99993766   -0 01 48.0
 NR0407;UTM  13      - 4,710,646.910   304,701.721   MT  1.00006929   -1 36 27.3
 NR0407
 NR0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0407!SPC WYEC     -   0.99964845  x   0.99993766  =   0.99958613
 NR0407!UTM  13      -   0.99964845  x   1.00006929  =   0.99971771
 NR0407
 NR0407:                Primary Azimuth Mark                     Grid Az
 NR0407:SPC WYEC     -  NOMAD                                    115 17 25.0
 NR0407:UTM  13      -  NOMAD                                    116 52 04.3
 NR0407
 NR0407|---------------------------------------------------------------------|
 NR0407| PID    Reference Object                     Distance      Geod. Az  |
 NR0407|                                                           dddmmss.s |
 NR0407| NR0446 NOMAD                               APPROX. 8.9 KM 1151537.0 |
 NR0407|---------------------------------------------------------------------|
 NR0407
 NR0407                          SUPERSEDED SURVEY CONTROL
 NR0407
 NR0407  NAD 83(1986)-  42 31 24.73972(N)    107 22 39.72481(W) AD(       ) 3
 NR0407  NAD 27      -  42 31 24.89396(N)    107 22 37.49599(W) AD(       ) 3
 NR0407  NGVD 29 (07/19/86) 2253.6    (m)         7394.     (f) VERT ANG       
 NR0407
 NR0407.Superseded values are not recommended for survey control.
 NR0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0407.See file dsdata.txt to determine how the superseded data were derived.
 NR0407
 NR0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0470210647(NAD 83)
 NR0407
 NR0407  HISTORY     - Date     Condition        Report By
 NR0407  HISTORY     - 1948     MONUMENTED       USGS
 NR0407  HISTORY     - 1957     GOOD             USGS
 NR0407
 NR0407                          STATION DESCRIPTION
 NR0407
 NR0407'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NR0407'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NR0407'
 NR0407'STATION IS LOCATED ABOUT 12 MI. N. OF THREE FORKS, 32 MI. W. OF ALCOVA
 NR0407'AND 12 MI. NW. OF INDEPENDENCE ROCK.
 NR0407'
 NR0407'TO REACH FROM ALCOVA POST OFFICE, GO SW. ON HIGHWAY 220 FOR 19.6 MI.
 NR0407'TO RD. ON RIGHT.  TURN RIGHT THRU CATTLEGUARD AND TAKE RIGHT FORK 3.5
 NR0407'MI. TO CATTLEGUARD.  TAKE RIGHT FORK 3.1 MI. TO CATTLEGUARD, CONTINUE
 NR0407'0.9 MI. TO CATTLEGUARD.  CONTINUE 3.6 MI. TO BRIDGE, THENCE 0.1 MI. TO
 NR0407'CATTLEGUARD.  GO 0.1 MI. TO FORK.  TAKE LEFT FORK AND FOLLOW RD. 1.1
 NR0407'MI. TO RANCH.  TURN RIGHT AND GO 0.8 MI. TO GATE, CONTINUE 6.3 MI. TO
 NR0407'GATE, AND 1.8 MI. TO GATE.  CONTINUE 1.3 MI. TO REVERSE -Y- FORK.
 NR0407'TURN LEFT AND GO 1.0 MI. TO GATE.  FOLLOW TRAIL 0.9 MI.  TURN RIGHT
 NR0407'AND GO 0.6 MI. TO CROSS COUNTRY (SW.) TO END OF JEEP TRAVEL.  CONTINUE
 NR0407'ON FOOT SW. FOR ABOUT 1/2 HR. TO TOP OF HILL AND STATION.
 NR0407'
 NR0407'STATION MARK--A STANDARD TABLET STAMPED ---NEMO 1948---, CEMENTED IN
 NR0407'ROCK.
 NR0407'
 NR0407'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED ---NEMO NO. 1
 NR0407'1948---, SET IN ROCK, 22.96 FT. SW. OF STATION, N 59 DEG 02 MIN E.
 NR0407'
 NR0407'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED ---NEMO NO. 2
 NR0407'1948---, SET IN ROCK, 28.47 FT. NW. OF STATION MARK,
 NR0407'S 18 DEG 56 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1052 ***********************************************************************
 MO1052  DESIGNATION -  NETA
 MO1052  PID         -  MO1052
 MO1052  STATE/COUNTY-  WY/LARAMIE
 MO1052  USGS QUAD   -  MIDWAY (1991)
 MO1052
 MO1052                         *CURRENT SURVEY CONTROL
 MO1052  ___________________________________________________________________
 MO1052* NAD 83(1993)-  41 24 16.35323(N)    104 26 19.45777(W)     ADJUSTED  
 MO1052* NAVD 88     -      1752.     (meters)    5748.     (feet)  SCALED    
 MO1052  ___________________________________________________________________
 MO1052  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 MO1052  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 MO1052
 MO1052  HORZ ORDER  -  SECOND
 MO1052
 MO1052.The horizontal coordinates were established by classical geodetic methods
 MO1052.and adjusted by the National Geodetic Survey in January 1997..
 MO1052
 MO1052.The orthometric height was scaled from a topographic map.
 MO1052
 MO1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1052
 MO1052.The geoid height was determined by GEOID03.
 MO1052
 MO1052;                    North         East     Units Scale Factor Converg.
 MO1052;SPC WY E     -   100,701.594   260,864.802   MT  0.99998307   +0 28 53.2
 MO1052;UTM  13      - 4,583,818.677   546,913.277   MT  0.99962708   +0 22 16.4
 MO1052
 MO1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1052!SPC WY E     -   0.99972796  x   0.99998307  =   0.99971104
 MO1052!UTM  13      -   0.99972796  x   0.99962708  =   0.99935515
 MO1052
 MO1052:                Primary Azimuth Mark                     Grid Az
 MO1052:SPC WY E     -  BLACK HILLS VIDEO CO MICROWAVE           062 37 08.7
 MO1052:UTM  13      -  BLACK HILLS VIDEO CO MICROWAVE           062 43 45.5
 MO1052
 MO1052|---------------------------------------------------------------------|
 MO1052| PID    Reference Object                     Distance      Geod. Az  |
 MO1052|                                                           dddmmss.s |
 MO1052| MO0999 BLACK HILLS VIDEO CO MICROWAVE      APPROX.36.8 KM 0630601.9 |
 MO1052| CQ3594 NETA AZ MK                                         0893713.9 |
 MO1052| CQ3595 NETA RM 1                            17.061 METERS 14409     |
 MO1052| CQ3596 NETA RM 2                            21.418 METERS 23010     |
 MO1052| MO1055 N CHEYENNE FAA 4 MICROWAVE MST      APPROX. 6.5 KM 2522756.4 |
 MO1052|---------------------------------------------------------------------|
 MO1052
 MO1052                          SUPERSEDED SURVEY CONTROL
 MO1052
 MO1052  NAD 83(1986)-  41 24 16.33943(N)    104 26 19.45640(W) AD(       ) 2
 MO1052  NAD 27      -  41 24 16.41140(N)    104 26 17.59570(W) AD(       ) 2
 MO1052
 MO1052.Superseded values are not recommended for survey control.
 MO1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1052.See file dsdata.txt to determine how the superseded data were derived.
 MO1052
 MO1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF4691383819(NAD 83)
 MO1052_MARKER: DS = TRIANGULATION STATION DISK
 MO1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1052
 MO1052  HISTORY     - Date     Condition        Report By
 MO1052  HISTORY     - 1960     MONUMENTED       CGS
 MO1052  HISTORY     - 1963     GOOD             CGS
 MO1052
 MO1052                          STATION DESCRIPTION
 MO1052
 MO1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1052'THE STATION IS LOCATED, AIRLINE, ABOUT 36 MILES NORTHEAST
 MO1052'OF CHEYENNE AND 0.3 MILE SOUTHEAST OF U.S. HIGHWAY 85, IN
 MO1052'PASTURE LAND AND 16 FEET NORTH OF THE CENTER OF A SECTION
 MO1052'LINE ROAD.
 MO1052'
 MO1052'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 MO1052'AND 85, ABOUT 8 MILES NORTH OF CHEYENNE, ON INTERSTATE HIGHWAY
 MO1052'25, GO NORTHEAST ON U.S. HIGHWAY 85 FOR 30.0 MILES TO THE
 MO1052'MIDWAY SERVICE STATION ON THE LEFT.  CONTINUE EAST-NORTHEASTERLY
 MO1052'ON THE HIGHWAY FOR 1.15 MILES.  TURN RIGHT OFF THE HIGHWAY
 MO1052'AND FOLLOW THE UNUSED SECTION LINE ROAD SOUTH FOR 0.3 MILE.
 MO1052'TURN LEFT AT THE SECTION CORNER AND GO EAST FOR 0.1 MILE TO A
 MO1052'WITNESS SIGN MARKER ON THE LEFT, NORTH SIDE AND THE STATION.
 MO1052'
 MO1052'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.4
 MO1052'MILE TO A FENCE CORNER, A WITNESS SIGN MARKER AND THE AZIMUTH MARK.
 MO1052'
 MO1052'THE STATION IS A STANDARD DISK STAMPED NETA 1960 SET IN TOP OF A
 MO1052'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 MO1052'ABOVE THE GROUND.  IT IS 22 FEET NORTH OF THE CENTER OF A
 MO1052'SECTION LINE TRACK ROAD, 6 FEET NORTHWEST OF A WITNESS SIGN
 MO1052'MARKER AND 4 FEET NORTH OF AN EAST-WEST FENCE LINE.
 MO1052'
 MO1052'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NETA NO
 MO1052'1 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MO1052'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 MO1052'THE SAME ELEVATION AS THE STATION.  IT IS 16 FEET SOUTH OF
 MO1052'THE SECTION LINE TRACK ROAD AND 1 FOOT NORTH OF AN EAST-WEST
 MO1052'FENCE LINE.
 MO1052'
 MO1052'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NETA NO 2
 MO1052'1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MO1052'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 MO1052'SAME ELEVATION AS THE STATION.  IT IS 16 FEET SOUTH OF A
 MO1052'SECTION LINE TRACK ROAD AND 1 FOOT NORTH OF AN EAST-WEST
 MO1052'FENCE LINE.
 MO1052'
 MO1052'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NETA 1960 SET IN
 MO1052'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MO1052'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 21 FEET NORTH OF A
 MO1052'FENCE CORNER, 2 FEET SOUTH-SOUTHWEST OF A WITNESS SIGN MARKER
 MO1052'AND 6 INCHES WEST OF A NORTH-SOUTH FENCE LINE.
 MO1052
 MO1052                          STATION RECOVERY (1963)
 MO1052
 MO1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1052'ALL MARKS WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 MO1052'THE DIRECTIONS TO ALL THE MARKS WERE VERIFIED.  THE DISTANCE
 MO1052'TO REFERENCE MARK NO. 1 MISSED THE 1960 DISTANCE 0.04 FOOT.
 MO1052'THE DISTANCE TO REFERENCE MARK NO. 2 MISSED THE 1960 DISTANCE
 MO1052'0.05 FOOT.
 MO1052'
 MO1052'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MO1052'
 MO1052'THE STATION IS 17-1/2 MILES WEST AND 1 MILE SOUTH OF ALBIN,
 MO1052'IN THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION
 MO1052'28, T 17 N, R 63 W, AND IN RANGE LAND OWNED BY MR. FLOYD W.
 MO1052'ANDERSON.
 MO1052'
 MO1052'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, GO WEST
 MO1052'ON STATE SECONDARY ROAD 1105 FOR 16.15 MILES TO THE JUNCTION
 MO1052'WITH U.S. HIGHWAY 85.  TURN LEFT AND GO SOUTHWEST ON HIGHWAY
 MO1052'85 FOR 1.75 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR
 MO1052'0.3 MILE TO A 4-WAY FENCE CORNER AND GATE ON THE LEFT.  TURN
 MO1052'LEFT, PASS THROUGH THE GATE AND GO EAST ON A SECTION LINE TRACK
 MO1052'ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 MO1052'
 MO1052'STATION MARK IS STANDARD DISK STAMPED NETA 1960, SET IN A
 MO1052'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 26
 MO1052'FEET NORTH OF THE CENTER OF THE TRACK ROAD, 7.5 FEET NORTHWEST
 MO1052'OF A METAL WITNESS POST, AND 5.5 FEET NORTH OF A FENCE.
 MO1052'THE UNDERGROUND MARK WAS NOT INSPECTED BY THIS PARTY.
 MO1052'
 MO1052'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NETA NO 1 1960,
 MO1052'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 MO1052'IS 20 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 6 INCHES
 MO1052'NORTH OF A FENCE.
 MO1052'
 MO1052'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NETA NO 2 1960,
 MO1052'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 MO1052'IS 20 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 6 INCHES
 MO1052'NORTH OF THE FENCE.
 MO1052'
 MO1052'AZIMUTH MARK, A STANDARD DISK STAMPED NETA 1960, IS SET IN A
 MO1052'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 24 FEET
 MO1052'NORTH OF A CORNER FENCE POST, 2 FEET WEST OF A FENCE AND 6
 MO1052'INCHES SOUTH OF A METAL WITNESS POST.
 MO1052'
 MO1052'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 MO1052'SECTION LINE TRACK ROAD FOR 0.4 MILE TO A CORNER FENCE POST
 MO1052'ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
 MO1052'
 MO1052'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0486 ***********************************************************************
 MQ0486  DESIGNATION -  NEW
 MQ0486  PID         -  MQ0486
 MQ0486  STATE/COUNTY-  WY/SWEETWATER
 MQ0486  USGS QUAD   -  HAWKS NEST (1987)
 MQ0486
 MQ0486                         *CURRENT SURVEY CONTROL
 MQ0486  ___________________________________________________________________
 MQ0486* NAD 83(1993)-  41 04 42.82204(N)    109 17 52.26424(W)     ADJUSTED  
 MQ0486* NAVD 88     -      2784.52   (+/-2cm)    9135.5    (feet)  VERTCON   
 MQ0486  ___________________________________________________________________
 MQ0486  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 MQ0486  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 MQ0486
 MQ0486  HORZ ORDER  -  THIRD
 MQ0486  VERT ORDER  -  THIRD ? (See Below)
 MQ0486
 MQ0486.The horizontal coordinates were established by classical geodetic methods
 MQ0486.and adjusted by the National Geodetic Survey in January 1997..
 MQ0486
 MQ0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0486.The vertical order pertains to the NGVD 29 superseded value.
 MQ0486
 MQ0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0486
 MQ0486.The geoid height was determined by GEOID03.
 MQ0486
 MQ0486;                    North         East     Units Scale Factor Converg.
 MQ0486;SPC WYWC     -    64,389.790   553,963.994   MT  0.99996357   -0 21 36.0
 MQ0486;SPC UT N     - 1,085,101.679   685,031.067   MT  0.99996133   +1 27 07.2
 MQ0486;UTM  12      - 4,548,874.049   642,986.124   MT  0.99985163   +1 07 07.2
 MQ0486
 MQ0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0486!SPC WYWC     -   0.99956563  x   0.99996357  =   0.99952921
 MQ0486!SPC UT N     -   0.99956563  x   0.99996133  =   0.99952697
 MQ0486!UTM  12      -   0.99956563  x   0.99985163  =   0.99941732
 MQ0486
 MQ0486|---------------------------------------------------------------------|
 MQ0486| PID    Reference Object                     Distance      Geod. Az  |
 MQ0486|                                                           dddmmss.s |
 MQ0486| CP6318 NEW RM 1                              6.623 METERS 09324     |
 MQ0486| CP6317 NEW AZ MK                                          1014817.2 |
 MQ0486| CP6319 NEW RM 2                              8.767 METERS 25117     |
 MQ0486|---------------------------------------------------------------------|
 MQ0486
 MQ0486                          SUPERSEDED SURVEY CONTROL
 MQ0486
 MQ0486  NAD 83(1993)-  41 04 42.80291(N)    109 17 52.25736(W) AD(       ) 3
 MQ0486  NAD 83(1986)-  41 04 42.80326(N)    109 17 52.25741(W) AD(       ) 3
 MQ0486  NAD 27      -  41 04 42.94900(N)    109 17 49.78000(W) AD(       ) 3
 MQ0486  NGVD 29 (07/19/86) 2783.07   (m)         9130.8    (f) LEVELING    3  
 MQ0486
 MQ0486.Superseded values are not recommended for survey control.
 MQ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0486.See file dsdata.txt to determine how the superseded data were derived.
 MQ0486
 MQ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL4298648874(NAD 83)
 MQ0486_MARKER: DS = TRIANGULATION STATION DISK
 MQ0486_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0486
 MQ0486  HISTORY     - Date     Condition        Report By
 MQ0486  HISTORY     - 1937     MONUMENTED       CGS
 MQ0486
 MQ0486                          STATION DESCRIPTION
 MQ0486
 MQ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MQ0486'STATION IS LOCATED 35 MILES S OF ROCK SPRINGS.  ABOUT 5.5
 MQ0486'MILES AIR LINE FROM THE MAXON RANCH WSW.  ABOUT 11 MILES
 MQ0486'AIR LINE W OF THE CLAY BASIN OIL CAMP.  AND ABOUT 3.5 MILES
 MQ0486'AIR LINE WSW OF TRIANGULATION STATION BROWN U.S.G.S. 1931.
 MQ0486'IT IS ON THE SECOND POINT E OF THE SW CORNER OF LITTLE MOUNTAIN.
 MQ0486'THE GROUND DROPS OFF RAPIDLY TO THE S AND SLOPES OFF VERY
 MQ0486'GENTLY TO THE N.
 MQ0486'
 MQ0486'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 MQ0486'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MQ0486'
 MQ0486'THE AZIMUTH MARK IS E ALONG THE RIM OF LITTLE MOUNTAIN ABOUT
 MQ0486'0.2 MILE FROM THE STATION ABOUT 5 FEET FROM THE RIM AND ABOUT
 MQ0486'0.1 MILE S OF THE TRACK ROAD.  THERE IS A SMALL PILE OF ROCKS
 MQ0486'AT THE MARK.
 MQ0486'
 MQ0486'REACHED FROM ROCK SPRINGS BY GOING S ON C STREET ABOUT FIVE
 MQ0486'BLOCKS TO PINE STREET.  THENCE LEFT ONE BLOCK AND RIGHT ONE
 MQ0486'BLOCK AND FOLLOW THE MAIN ROAD OUT OF TOWN TO A FORK ABOUT
 MQ0486'0.3 MILE AFTER GOING UNDER A MINE TRESTLE OVER THE ROAD.  TAKE
 MQ0486'LEFT FORK FOR 3.1 MILES TO A FORK.  THENCE TAKE RIGHT FORK FOR
 MQ0486'3.0 MILES TO ANOTHER FORK.  TAKE RIGHT FORK FOR 3.9 MILES TO A
 MQ0486'FORK.  THENCE TAKE LEFT FORK FOR 14.9 ON THE MAIN TRAVELED
 MQ0486'ROAD UP MOUNTAIN AND SOUTHERLY TO A DIM LEFT FORK UP A
 MQ0486'PIPELINE AND A MORE USED ROAD TO THE RIGHT.  HERE LEAVE MAIN
 MQ0486'ROAD, TAKE MORE USED ROAD TO THE RIGHT FOR 9.0 MILES TO
 MQ0486'WHERE SEVERAL DIM ROADS COME TOGETHER ON THE BROW OF A HILL,
 MQ0486'AND THERE IS A DEEP VALLEY TO THE S.  HERE TURN LEFT
 MQ0486'DOWN INTO THE VALLEY FOR 3.8 MILES TO THE MAXON RANCH,
 MQ0486'WHICH IS VISIBLE ALL ALONG THE ROAD FROM THE BROW OF THE
 MQ0486'HILL.  ENTER THE RANCH YARD THROUGH A GATE ON THE RIGHT
 MQ0486'AND PASSING THE HOUSE ON THE LEFT FOLLOW A TRACK ROAD FOR
 MQ0486'0.2 MILE TO A DIM FORK LEFT.  KEEP RIGHT ON THE
 MQ0486'MAIN-TRAVELED ROAD FOR 0.20 MILE TO WHERE IT BENDS N AT A
 MQ0486'FENCE AND A VERY DIM ROAD COMES IN FROM THE GATE ON THE
 MQ0486'RIGHT.  KEEP MAIN-TRAVELED ROAD N TO A GATE IN A E-W FENCE
 MQ0486'LINE.  GO THROUGH THE GATE AND TURN RIGHT ON THE MAIN ROAD
 MQ0486'AND GO W ALONG THE FENCE FOR 0.8 MILE TO THE TOP OF THE
 MQ0486'HILL.  CONTINUE ON THE MAIN ROAD FOR 1.4 MILES TO WHERE THE
 MQ0486'ROAD PASSES UNDER A TELEPHONE LINE.  CONTINUE STRAIGHT AHEAD
 MQ0486'WESTERLY FOR 2.7 MILES TO A FORK AT THE BOTTOM OF A
 MQ0486'VALLEY.  THERE IS A RANCH ABOUT 0.2 MILE ON THE RIGHT FORK.
 MQ0486'KEEP LEFT FORK ACROSS A BRIDGE AND S UP THE SIDE OF A HILL FOR
 MQ0486'0.1 MILE TO A FORK.  TAKE RIGHT FORK N ON UP THE SLOPE FOR
 MQ0486'0.1 MILE TO A DIM ROAD LEFT.  CONTINUE ON THE RIGHT FORK FOR
 MQ0486'0.35 MILE TO ANOTHER FORK.  TAKE LEFT FORK S AND W AND THEN
 MQ0486'S AGAIN FOR 2.0 MILES TO A DRIM FORK LEFT WHERE THE ROAD
 MQ0486'AGAIN PASSES UNDER THE TELEPHONE LINE.  KEEP RIGHT FORK FOR
 MQ0486'0.55 MILE TO A FORK.  KEEP LEFT FORK ON THE MAIN-TRAVELED
 MQ0486'ROAD SOUTHERLY FOR 0.3 MILE TO A FORK.  RIGHT FORK GOES TO A
 MQ0486'CORRAL VISIBLE ON THE RIGHT IN A VALLEY ABOUT 0.1 MILE
 MQ0486'DISTANT.  KEEP LEFT FORK S UP THE VALLEY FOR 7.5 MILES TO A
 MQ0486'FORK.  TAKE RIGHT FORK AND GO 2.05 MILES SOUTHERLY TO WHERE
 MQ0486'A VERY DIM ROAD COMES IN FROM THE LEFT.  CONTINUE ON THE
 MQ0486'MAIN-TRAVELED TRACK ROAD WESTERLY FOR 0.6 MILE TO WHERE THERE IS
 MQ0486'A POINT OF TREES CLOSE TO THE ROAD ON THE RIGHT AND A STEEP
 MQ0486'DROP-OFF ON THE LEFT.  HERE LEAVE THE ROAD AND GO S TO
 MQ0486'THE EDGE OF THE DROP-OFF AND STATION SITE.  THE STATION CAN
 MQ0486'ALSO BE REACHED FROM THE MAXON RANCH BY GOING TO STATION
 MQ0486'BROWN U.S.G.S. 1931 AND CONTINUING WESTERLY ON A TRACK
 MQ0486'ROAD FOR 3.5 MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0228 ***********************************************************************
 NS0228  DESIGNATION -  NEW
 NS0228  PID         -  NS0228
 NS0228  STATE/COUNTY-  WY/FREMONT
 NS0228  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0228
 NS0228                         *CURRENT SURVEY CONTROL
 NS0228  ___________________________________________________________________
 NS0228* NAD 83(1993)-  42 26 22.81518(N)    108 51 43.11762(W)     ADJUSTED  
 NS0228* NAVD 88     -      2411.21   (+/-2cm)    7910.8    (feet)  VERTCON   
 NS0228  ___________________________________________________________________
 NS0228  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NS0228  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 NS0228
 NS0228  HORZ ORDER  -  THIRD
 NS0228  VERT ORDER  -  THIRD ? (See Below)
 NS0228
 NS0228.The horizontal coordinates were established by classical geodetic methods
 NS0228.and adjusted by the National Geodetic Survey in January 1997..
 NS0228
 NS0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0228.The vertical order pertains to the NGVD 29 superseded value.
 NS0228
 NS0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0228
 NS0228.The geoid height was determined by GEOID03.
 NS0228
 NS0228;                    North         East     Units Scale Factor Converg.
 NS0228;SPC WYWC     -   215,418.306   590,787.324   MT  0.99993854   -0 04 32.0
 NS0228;UTM  12      - 4,700,808.783   675,845.567   MT  0.99998046   +1 26 35.3
 NS0228
 NS0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0228!SPC WYWC     -   0.99962379  x   0.99993854  =   0.99956235
 NS0228!UTM  12      -   0.99962379  x   0.99998046  =   0.99960426
 NS0228
 NS0228:                Primary Azimuth Mark                     Grid Az
 NS0228:SPC WYWC     -  GLO 23 RM 2                              031 47 19.2
 NS0228:UTM  12      -  GLO 23 RM 2                              030 16 11.9
 NS0228
 NS0228|---------------------------------------------------------------------|
 NS0228| PID    Reference Object                     Distance      Geod. Az  |
 NS0228|                                                           dddmmss.s |
 NS0228| NS0226 GLO 23 RM 2                         APPROX. 4.1 KM 0314247.2 |
 NS0228|---------------------------------------------------------------------|
 NS0228
 NS0228                          SUPERSEDED SURVEY CONTROL
 NS0228
 NS0228  NAD 83(1986)-  42 26 22.79852(N)    108 51 43.11699(W) AD(       ) 3
 NS0228  NAD 27      -  42 26 22.96185(N)    108 51 40.70494(W) AD(       ) 3
 NS0228  NGVD 29 (07/19/86) 2409.98   (m)         7906.7    (f) LEVELING    3  
 NS0228
 NS0228.Superseded values are not recommended for survey control.
 NS0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0228.See file dsdata.txt to determine how the superseded data were derived.
 NS0228
 NS0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7584600809(NAD 83)
 NS0228_MARKER: DD = SURVEY DISK
 NS0228_SETTING: 66 = SET IN ROCK OUTCROP
 NS0228_SP_SET: SET IN ROCK OUTCROP
 NS0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0228+STABILITY: POSITION/ELEVATION WELL
 NS0228
 NS0228  HISTORY     - Date     Condition        Report By
 NS0228  HISTORY     - 1951     MONUMENTED       USGS
 NS0228
 NS0228                          STATION DESCRIPTION
 NS0228
 NS0228'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0228'LOCATED ABOUT 2.0 MI. -AIR- S. OF NEW SOUTH PASS, WYOMING AND ABOUT
 NS0228'150 FT. W. OF HIGHWAY 28, ON E. SLOPE OF RIDGE.
 NS0228'
 NS0228'TO REACH FROM NEW SOUTH PASS, WYOMING PROCEED S. ON U.S. HIGHWAY 28
 NS0228'FOR 2.4 MI.   STATION IS W. OF RD. ABOUT 150 FT.
 NS0228'
 NS0228'STATION MARK - A STANDARD TABLET CEMENTED IN SOLID ROCK, STAMPED
 NS0228'---WR-NEW 1951---.
 NS0228'
 NS0228'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1237 ***********************************************************************
 PY1237  DESIGNATION -  NEW
 PY1237  PID         -  PY1237
 PY1237  STATE/COUNTY-  WY/TETON
 PY1237  USGS QUAD   -  DOT ISLAND (1986)
 PY1237
 PY1237                         *CURRENT SURVEY CONTROL
 PY1237  ___________________________________________________________________
 PY1237* NAD 83(1993)-  44 27 29.76913(N)    110 28 57.62215(W)     ADJUSTED  
 PY1237* NAVD 88     -      2367.9    (meters)    7769.     (feet)  VERTCON   
 PY1237  ___________________________________________________________________
 PY1237  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 PY1237  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 PY1237
 PY1237  HORZ ORDER  -  THIRD
 PY1237
 PY1237.The horizontal coordinates were established by classical geodetic methods
 PY1237.and adjusted by the National Geodetic Survey in January 1997..
 PY1237
 PY1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1237
 PY1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1237
 PY1237.The geoid height was determined by GEOID03.
 PY1237
 PY1237;                    North         East     Units Scale Factor Converg.
 PY1237;SPC WY W     -   539,745.075   768,220.042   MT  0.99994992   -0 16 46.9
 PY1237;UTM  12      - 4,922,903.975   541,155.683   MT  0.99962083   +0 21 44.4
 PY1237
 PY1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1237!SPC WY W     -   0.99963021  x   0.99994992  =   0.99958015
 PY1237!UTM  12      -   0.99963021  x   0.99962083  =   0.99925118
 PY1237
 PY1237:                Primary Azimuth Mark                     Grid Az
 PY1237:SPC WY W     -  PARK                                     099 54 08.6
 PY1237:UTM  12      -  PARK                                     099 15 37.3
 PY1237
 PY1237|---------------------------------------------------------------------|
 PY1237| PID    Reference Object                     Distance      Geod. Az  |
 PY1237|                                                           dddmmss.s |
 PY1237| PY1234 PARK                                APPROX.15.1 KM 0993721.7 |
 PY1237|---------------------------------------------------------------------|
 PY1237
 PY1237                          SUPERSEDED SURVEY CONTROL
 PY1237
 PY1237  NAD 83(1993)-  44 27 29.76626(N)    110 28 57.62126(W) AD(       ) 3
 PY1237  NAD 83(1986)-  44 27 29.75621(N)    110 28 57.61072(W) AD(       ) 3
 PY1237  NAD 27      -  44 27 29.96512(N)    110 28 54.86932(W) AD(       ) 3
 PY1237  NGVD 29 (07/19/86) 2366.5    (m)         7764.     (f) VERT ANG       
 PY1237
 PY1237.Superseded values are not recommended for survey control.
 PY1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1237.See file dsdata.txt to determine how the superseded data were derived.
 PY1237
 PY1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4115622904(NAD 83)
 PY1237_MARKER: DD = SURVEY DISK
 PY1237_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PY1237_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PY1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1237
 PY1237  HISTORY     - Date     Condition        Report By
 PY1237  HISTORY     - 1955     MONUMENTED       USGS
 PY1237
 PY1237                          STATION DESCRIPTION
 PY1237
 PY1237'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1237'STATION IS LOCATED ON THE N. SHORE OF YELLOWSTONE LAKE, ABOUT 9.7 MI.
 PY1237'NE. OF WEST THUMB AND 10.5 MI. SW. OF LAKE RANGER STATION, ABOUT 1
 PY1237'MI. E. OF PUMICE POINT AND 100 YDS. SW. OF HIGHWAY, ON A HIGH BANK
 PY1237'ABOVE THE LAKE.
 PY1237'
 PY1237'TO REACH STATION FROM WEST THUMB RANGER STATION, GO GENERALLY NE. ON
 PY1237'THE HIGHWAY TOWARDS LAKE JUNCTION FOR 9.7 MI. TO A DIM TURNOUT ON S.
 PY1237'SIDE, PARK HERE AND WALK ALONG TRAIL FOR 100 YDS. TO SW. AND STATION.
 PY1237'
 PY1237'STATION MARK--STANDARD TABLET, STAMPED ---NEW 1955---, SET IN A STEEL
 PY1237'PIPE DRIVEN INTO THE GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0357 ***********************************************************************
 OW0357  DESIGNATION -  NEW ET
 OW0357  PID         -  OW0357
 OW0357  STATE/COUNTY-  WY/SUBLETTE
 OW0357  USGS QUAD   -  SQUARETOP MOUNTAIN (1993)
 OW0357
 OW0357                         *CURRENT SURVEY CONTROL
 OW0357  ___________________________________________________________________
 OW0357* NAD 83(1993)-  43 12 12.89643(N)    109 49 57.55866(W)     ADJUSTED  
 OW0357* NAVD 88     -      3613.6    (meters)   11856.     (feet)  VERTCON   
 OW0357  ___________________________________________________________________
 OW0357  LAPLACE CORR-          12.68  (seconds)                    DEFLEC99
 OW0357  GEOID HEIGHT-          -8.38  (meters)                     GEOID03
 OW0357
 OW0357  HORZ ORDER  -  THIRD
 OW0357
 OW0357.The horizontal coordinates were established by classical geodetic methods
 OW0357.and adjusted by the National Geodetic Survey in January 1997..
 OW0357
 OW0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0357
 OW0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0357
 OW0357.The geoid height was determined by GEOID03.
 OW0357
 OW0357;                    North         East     Units Scale Factor Converg.
 OW0357;SPC WY W     -   400,299.797   820,371.656   MT  0.99994260   +0 10 17.8
 OW0357;SPC WYWC     -   300,838.401   512,016.428   MT  1.00003269   -0 44 28.4
 OW0357;UTM  12      - 4,784,084.088   594,834.040   MT  0.99971063   +0 47 57.2
 OW0357
 OW0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0357!SPC WY W     -   0.99943495  x   0.99994260  =   0.99937759
 OW0357!SPC WYWC     -   0.99943495  x   1.00003269  =   0.99946763
 OW0357!UTM  12      -   0.99943495  x   0.99971063  =   0.99914575
 OW0357
 OW0357:                Primary Azimuth Mark                     Grid Az
 OW0357:SPC WY W     -  DOME ET                                  206 08 35.8
 OW0357:SPC WYWC     -  DOME ET                                  207 03 22.0
 OW0357:UTM  12      -  DOME ET                                  205 30 56.4
 OW0357
 OW0357|---------------------------------------------------------------------|
 OW0357| PID    Reference Object                     Distance      Geod. Az  |
 OW0357|                                                           dddmmss.s |
 OW0357| OW0358 DOME ET                             APPROX. 5.4 KM 2061853.6 |
 OW0357|---------------------------------------------------------------------|
 OW0357
 OW0357                          SUPERSEDED SURVEY CONTROL
 OW0357
 OW0357  NAD 83(1986)-  43 12 12.88423(N)    109 49 57.54705(W) AD(       ) 3
 OW0357  NAD 27      -  43 12 13.06867(N)    109 49 54.98565(W) AD(       ) 3
 OW0357  NGVD 29 (07/19/86) 3611.9    (m)        11850.     (f) VERT ANG       
 OW0357
 OW0357.Superseded values are not recommended for survey control.
 OW0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0357.See file dsdata.txt to determine how the superseded data were derived.
 OW0357
 OW0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN9483484084(NAD 83)
 OW0357_MARKER: DD = SURVEY DISK
 OW0357_SETTING: 80 = SET IN A BOULDER
 OW0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0357+STABILITY: SURFACE MOTION
 OW0357
 OW0357  HISTORY     - Date     Condition        Report By
 OW0357  HISTORY     - 1968     MONUMENTED       USGS
 OW0357
 OW0357                          STATION DESCRIPTION
 OW0357
 OW0357'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OW0357'LOCATED ON THE HIGHEST PEAK BETWEEN HEAD OF NEW FORK RIVER AND
 OW0357'PORCUPINE CREEK.  2.5 MI. SW. OF SQUARE TOP MOUNTAIN, REACHED BY
 OW0357'HELICOPTER.
 OW0357'
 OW0357'STATION MARK - STANDARD TABLET SET FLUSH IN A FLAT BOULDER STAMPED
 OW0357'---NEW 1968 VA---.  STATION SITE IS ON S. EDGE OF SUMMIT.
 OW0357'
 OW0357'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0530 ***********************************************************************
 PV0530  DESIGNATION -  NEW HAVEN
 PV0530  PID         -  PV0530
 PV0530  STATE/COUNTY-  WY/CROOK
 PV0530  USGS QUAD   -  WOOD CANYON (1984)
 PV0530
 PV0530                         *CURRENT SURVEY CONTROL
 PV0530  ___________________________________________________________________
 PV0530* NAD 83(1993)-  44 46 35.73560(N)    104 51 57.15242(W)     ADJUSTED  
 PV0530* NAVD 88     -      1296.9    (meters)    4255.     (feet)  VERTCON   
 PV0530  ___________________________________________________________________
 PV0530  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 PV0530  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 PV0530
 PV0530  HORZ ORDER  -  SECOND
 PV0530
 PV0530.The horizontal coordinates were established by classical geodetic methods
 PV0530.and adjusted by the National Geodetic Survey in January 1997..
 PV0530
 PV0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0530
 PV0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0530
 PV0530.The geoid height was determined by GEOID03.
 PV0530
 PV0530;                    North         East     Units Scale Factor Converg.
 PV0530;SPC WY E     -   475,082.845   223,806.913   MT  0.99994447   +0 12 42.7
 PV0530;UTM  13      - 4,958,141.975   510,612.048   MT  0.99960138   +0 05 40.1
 PV0530
 PV0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0530!SPC WY E     -   0.99979892  x   0.99994447  =   0.99974340
 PV0530!UTM  13      -   0.99979892  x   0.99960138  =   0.99940038
 PV0530
 PV0530|---------------------------------------------------------------------|
 PV0530| PID    Reference Object                     Distance      Geod. Az  |
 PV0530|                                                           dddmmss.s |
 PV0530| CQ3600 NEW HAVEN RM 1                        5.344 METERS 10841     |
 PV0530| CQ3599 NEW HAVEN AZ MK                                    1882703.8 |
 PV0530| CQ3601 NEW HAVEN RM 2                        6.544 METERS 35116     |
 PV0530|---------------------------------------------------------------------|
 PV0530
 PV0530                          SUPERSEDED SURVEY CONTROL
 PV0530
 PV0530  NAD 83(1986)-  44 46 35.72067(N)    104 51 57.13363(W) AD(       ) 2
 PV0530  NAD 27      -  44 46 35.77700(N)    104 51 55.23500(W) AD(       ) 2
 PV0530  NGVD 29 (07/19/86) 1296.3    (m)         4253.     (f) VERT ANG       
 PV0530
 PV0530.Superseded values are not recommended for survey control.
 PV0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0530.See file dsdata.txt to determine how the superseded data were derived.
 PV0530
 PV0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK1061258142(NAD 83)
 PV0530_MARKER: DS = TRIANGULATION STATION DISK
 PV0530_SETTING: 0 = UNSPECIFIED SETTING
 PV0530
 PV0530  HISTORY     - Date     Condition        Report By
 PV0530  HISTORY     - 1949     MONUMENTED       CGS
 PV0530
 PV0530                          STATION DESCRIPTION
 PV0530
 PV0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0530'THE STATION IS LOCATED ON THE HIGHEST POINT NEAR THE CENTER OF
 PV0530'A PROMINENT NARROW SOUTHWEST-NORTHEAST RIDGE HAVING A RIM OF
 PV0530'SAND ROCK ENTIRELY AROUND THE TOP AND COVERED BY A THICK GROWTH
 PV0530'OF SCRUBBY CEDAR AND SMALL PINES.  LOCATED ABOUT 3 MILES EAST
 PV0530'OF THE JUNCTION WHERE PRAIRIE CREEK EMPTIES INTO THE LITTLE
 PV0530'MISSOURI RIVER, 2.5 MILES NORTH OF THE STORE AND POST OFFICE
 PV0530'IN NEW HAVEN, 14 FEET SOUTHWEST OF A TRIANGULAR BLAZED PINE
 PV0530'TREE, AND ON LAND OWNED BY MR. JOHN JENSEN.
 PV0530'
 PV0530'TO REACH THE STATION FROM THE POST OFFICE IN NEW HAVEN, GO NORTH
 PV0530'ON THE MAIN GRAVELED ROAD FOR 0.95 MILE TO A FORK.  BEAR LEFT,
 PV0530'WEST AND NORTH, ON THE MAIN GRAVELED ROAD FOR 1.4 MILES TO A
 PV0530'FILL ACROSS DRAW AND WASHED OUT BRIDGE ON LEFT, CONTINUE NORTHERLY
 PV0530'ON THE MAIN ROAD FOR 0.25 MILE TO THE SUMMIT OF HILL, A TRACK
 PV0530'ROAD ON THE RIGHT, AZIMUTH MARK ON THE LEFT AS DESCRIBED BELOW,
 PV0530'BEAR RIGHT ON THE TRACK ROAD FOR 0.3 MILE TO THE BASE OF HILL,
 PV0530'PACK NORTHERLY FOR ABOUT 1/4 MILE TO THE TOP AND STATION.
 PV0530'A 30 MINUTE PACK.
 PV0530'
 PV0530'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A 2-INCH
 PV0530'IRON SOIL PIPE.  THE PIPE PROJECTS 8 INCHES, AND THE DISK IS
 PV0530'STAMPED NEW HAVEN 1949.
 PV0530'
 PV0530'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED TO THE TOP OF
 PV0530'A 2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 6 INCHES, AND THE
 PV0530'DISK IS STAMPED NEW HAVEN NO 1 1949.
 PV0530'
 PV0530'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED TO THE TOP OF A
 PV0530'2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 6 INCHES, AND THE
 PV0530'DISK IS STAMPED NEW HAVEN NO 2 1949.
 PV0530'
 PV0530'THE AZIMUTH MARK IS 35 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE
 PV0530'OF A GRAVELED ROAD, 4 FEET NORTHWEST OF A WITNESS POST, AND 1
 PV0530'FOOT NORTHEAST OF A WIRE FENCE.  THE MARK IS A STANDARD DISK
 PV0530'WELDED TO THE TOP OF A 2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS
 PV0530'6 INCHES, AND THE DISK IS STAMPED NEW HAVEN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0765 ***********************************************************************
 PY0765  CBN         -  This is a Cooperative Base Network Control Station.
 PY0765  DESIGNATION -  NEZ PERCE
 PY0765  PID         -  PY0765
 PY0765  STATE/COUNTY-  WY/TETON
 PY0765  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0765
 PY0765                         *CURRENT SURVEY CONTROL
 PY0765  ___________________________________________________________________
 PY0765* NAD 83(1993)-  44 34 23.37200(N)    110 49 11.99217(W)     ADJUSTED  
 PY0765* NAVD 88     -      2189.194  (meters)    7182.38   (feet)  ADJUSTED  
 PY0765  ___________________________________________________________________
 PY0765  X           -  -1,618,130.910 (meters)                     COMP
 PY0765  Y           -  -4,255,285.062 (meters)                     COMP
 PY0765  Z           -   4,455,213.179 (meters)                     COMP
 PY0765  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 PY0765  ELLIP HEIGHT-        2180.30  (meters)          (09/07/01) GPS OBS
 PY0765  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PY0765  DYNAMIC HT  -        2187.831 (meters)    7177.91  (feet)  COMP
 PY0765  MODELED GRAV-     979,916.6   (mgal)                       NAVD 88
 PY0765
 PY0765  HORZ ORDER  -  B
 PY0765  VERT ORDER  -  FIRST     CLASS II
 PY0765  ELLP ORDER  -  FOURTH    CLASS I
 PY0765
 PY0765.The horizontal coordinates were established by GPS observations
 PY0765.and adjusted by the National Geodetic Survey in May 1992..
 PY0765
 PY0765.The orthometric height was determined by differential leveling
 PY0765.and adjusted by the National Geodetic Survey in June 1991..
 PY0765
 PY0765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0765
 PY0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0765
 PY0765.The ellipsoidal height was determined by GPS observations
 PY0765.and is referenced to NAD 83.
 PY0765
 PY0765.The geoid height was determined by GEOID03.
 PY0765
 PY0765.The dynamic height is computed by dividing the NAVD 88
 PY0765.geopotential number by the normal gravity value computed on the
 PY0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0765.degrees latitude (g = 980.6199 gals.).
 PY0765
 PY0765.The modeled gravity was interpolated from observed gravity values.
 PY0765
 PY0765;                    North         East     Units Scale Factor Converg.
 PY0765;SPC WY W     -   552,697.503   741,490.336   MT  0.99997958   -0 31 01.3
 PY0765;UTM  12      - 4,935,551.298   514,291.862   MT  0.99960251   +0 07 34.8
 PY0765
 PY0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0765!SPC WY W     -   0.99965826  x   0.99997958  =   0.99963784
 PY0765!UTM  12      -   0.99965826  x   0.99960251  =   0.99926090
 PY0765
 PY0765                          SUPERSEDED SURVEY CONTROL
 PY0765
 PY0765  ELLIP H (05/15/92) 2180.39   (m)                       GP(       ) 4 2
 PY0765  NAD 83(1986)-  44 34 23.36245(N)    110 49 11.97647(W) AD(       ) 1
 PY0765  NAVD 88 (05/28/92) 2189.19   (m)         7182.4    (f) LEVELING    3  
 PY0765  NGVD 29 (08/20/92) 2187.867  (m)         7178.03   (f) ADJUSTED    1 2
 PY0765
 PY0765.Superseded values are not recommended for survey control.
 PY0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0765.See file dsdata.txt to determine how the superseded data were derived.
 PY0765
 PY0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1429235551(NAD 83)
 PY0765_MARKER: DS = TRIANGULATION STATION DISK
 PY0765_SETTING: 66 = SET IN ROCK OUTCROP
 PY0765_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PY0765_STAMPING: NEZ PERCE 1987
 PY0765_MARK LOGO: NGS   
 PY0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0765+STABILITY: POSITION/ELEVATION WELL
 PY0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0765+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0765
 PY0765  HISTORY     - Date     Condition        Report By
 PY0765  HISTORY     - 1987     MONUMENTED       NGS
 PY0765  HISTORY     - 1987     GOOD             NGS
 PY0765
 PY0765                          STATION DESCRIPTION
 PY0765
 PY0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0765'THE STATION IS LOCATED IN THE EAST CENTRAL SECTION OF YELLOWSTONE
 PY0765'NATIONAL PARK, ALONG THE MADISON JUNCTION-OLD FAITHFUL ROAD, ABOUT
 PY0765'8.9 KM (5.5 MI) SOUTH-SOUTHEAST OF MADISON JUNCTION, NEAR THE
 PY0765'BRIDGE OVER NEZ PERCE CREEK, IN AN OUTCROP AREA NORTHEAST OF THE
 PY0765'ROAD AND NORTH OF THE CREEK.
 PY0765'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0765'
 PY0765'TO REACH THE STATION FROM MADISON JUNCTION IN YELLOWSTONE NATIONAL
 PY0765'PARK, GO SOUTHERLY FOR 10.0 KM (6.2 MI) ON THE MADISON JUNCTION-OLD
 PY0765'FAITHFUL ROAD TO THE BRIDGE OVER NEZ PERCE CREEK AND THE STATION ON
 PY0765'THE LEFT, ABOUT 60 METERS (197 FT) NORTHEAST OF THE ROAD.
 PY0765'
 PY0765'THE STATION IS A STANDARD NGS DISK
 PY0765'STAMPED---NEZ PERCE 1987---,
 PY0765'SET INTO A DRILL HOLE IN THE APPROXIMATE CENTER OF A 2 METER LONG
 PY0765'ROCK OUTCROP PROJECTING 40 CM ABOVE GROUND.  LOCATED
 PY0765'57.7 METERS (189.3 FT) EAST FROM THE NORTHEAST END OF THE NORTHEAST
 PY0765'BRIDGE WALL,
 PY0765'29.1 METERS (95.5 FT) WEST FROM A LONE 25-CM PINE TREE AT A
 PY0765'NORTH-SOUTH DITCH,
 PY0765'10.5 METERS (34.4 FT) NORTH FROM THE NORTH EDGE OF CREEK,
 PY0765'8.2 METERS (26.9 FT) WEST FROM THE HIGHEST OUTCROP IN GROUP, NEAR
 PY0765'THE WEST END OF THE OUTCROP AREA AND 1 METER LOWER THAN THE ROAD.
 PY0765'
 PY0765'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY0765'
 PY0765'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0765'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0765'
 PY0765'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0765'
 PY0765'DESCRIBED BY G.R. HEID.
 PY0765
 PY0765                          STATION RECOVERY (1987)
 PY0765
 PY0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0765'10.0 KM (6.20 MI) SOUTH FROM MADISON JUNCTION.
 PY0765'10.0 KM (6.20 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0765'FROM ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN
 PY0765'MADISON JUNCTION, 56.5 M (185.4 FT) EAST OF THE NORTHEAST CORNER OF A
 PY0765'HIGHWAY BRIDGE SPANNING NEZ PERCE CREEK, AND 11.4 M (37.4 FT) NORTH
 PY0765'OF THE NORTH BANK OF THE CREEK.
 PY0765'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1143 ***********************************************************************
 MO1143  DESIGNATION -  NICK
 MO1143  PID         -  MO1143
 MO1143  STATE/COUNTY-  WY/GOSHEN
 MO1143  USGS QUAD   -  Y B O CANYON (1990)
 MO1143
 MO1143                         *CURRENT SURVEY CONTROL
 MO1143  ___________________________________________________________________
 MO1143* NAD 83(1993)-  41 48 00.64970(N)    104 35 33.58537(W)     ADJUSTED  
 MO1143* NAVD 88     -      1618.     (meters)    5308.     (feet)  SCALED    
 MO1143  ___________________________________________________________________
 MO1143  LAPLACE CORR-         -10.50  (seconds)                    DEFLEC99
 MO1143  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 MO1143
 MO1143  HORZ ORDER  -  SECOND
 MO1143
 MO1143.The horizontal coordinates were established by classical geodetic methods
 MO1143.and adjusted by the National Geodetic Survey in January 1997..
 MO1143
 MO1143.The orthometric height was scaled from a topographic map.
 MO1143
 MO1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1143
 MO1143.The geoid height was determined by GEOID03.
 MO1143
 MO1143;                    North         East     Units Scale Factor Converg.
 MO1143;SPC WY E     -   144,544.149   247,702.274   MT  0.99996549   +0 22 57.4
 MO1143;UTM  13      - 4,627,671.058   533,840.080   MT  0.99961409   +0 16 17.4
 MO1143
 MO1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1143!SPC WY E     -   0.99974885  x   0.99996549  =   0.99971435
 MO1143!UTM  13      -   0.99974885  x   0.99961409  =   0.99936304
 MO1143
 MO1143:                Primary Azimuth Mark                     Grid Az
 MO1143:SPC WY E     -  NICK AZ MK                               103 18 03.1
 MO1143:UTM  13      -  NICK AZ MK                               103 24 43.1
 MO1143
 MO1143|---------------------------------------------------------------------|
 MO1143| PID    Reference Object                     Distance      Geod. Az  |
 MO1143|                                                           dddmmss.s |
 MO1143| CQ3602 NICK AZ MK                                         1034100.5 |
 MO1143| CQ3603 NICK RM 1                            13.975 METERS 16815     |
 MO1143| MO1145 NICK                                  9.563 METERS 27659     |
 MO1143|---------------------------------------------------------------------|
 MO1143
 MO1143                          SUPERSEDED SURVEY CONTROL
 MO1143
 MO1143  NAD 83(1986)-  41 48 00.63274(N)    104 35 33.58454(W) AD(       ) 2
 MO1143  NAD 27      -  41 48 00.73770(N)    104 35 31.71670(W) AD(       ) 2
 MO1143
 MO1143.Superseded values are not recommended for survey control.
 MO1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1143.See file dsdata.txt to determine how the superseded data were derived.
 MO1143
 MO1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG3384027671(NAD 83)
 MO1143_MARKER: DS = TRIANGULATION STATION DISK
 MO1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1143
 MO1143  HISTORY     - Date     Condition        Report By
 MO1143  HISTORY     - 1963     MONUMENTED       CGS
 MO1143
 MO1143                          STATION DESCRIPTION
 MO1143
 MO1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1143'THE STATION IS ON A LOW HILL, 12 MILES EAST AND 3 MILES NORTH OF
 MO1143'CHUGWATER, IN THE SOUTHWEST QUARTER OF SECTION 7, R 64 W, T 21 N,
 MO1143'AND ON PROPERTY OWNED BY MR. MACK SMITH.
 MO1143'
 MO1143'TO REACH THE STATION FROM THE POST OFFICE IN CHUGWATER, GO
 MO1143'SOUTH ON U.S. HIGHWAY 87 FOR 0.1 MILE TO A CROSSROAD.  TURN
 MO1143'LEFT AND GO EAST ON A BLACKTOP ROAD FOR 9.3 MILES TO A CROSSROAD
 MO1143'AND THE END OF THE BLACKTOP.  CONTINUE EAST ON A GRAVEL ROAD
 MO1143'FOR 4.0 MILES TO A SIDE ROAD ON THE LEFT, APPROXIMATELY 0.15
 MO1143'MILE EAST OF AN OLD SCHOOLHOUSE.  TURN LEFT AND GO NORTH ON A
 MO1143'GRADED ROAD FOR 3.0 MILES TO A POINT WHERE THE MAIN ROAD TURNS
 MO1143'TO THE LEFT AND A TRACK ROAD GOES STRAIGHT AHEAD.  CONTINUE
 MO1143'STRAIGHT AHEAD, CROSS THE CATTLE GUARD, AND GO NORTH ON THE
 MO1143'TRACK ROAD FOR 1.0 MILE TO A CATTLE GUARD AND A WIRE GATE.
 MO1143'CROSS THE CATTLE GUARD, TURN LEFT AND GO WEST ON A DIM
 MO1143'TRACK ROAD FOR 0.5 MILE TO A FENCE CORNER AND TWO WIRE
 MO1143'GATES.  PASS THROUGH THE GATE IN THE NORTH-SOUTH FENCE AND
 MO1143'CONTINUE WEST ON THE DIM TRACK ROAD FOR 0.05 MILE TO THE
 MO1143'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST AND NORTHWEST ON
 MO1143'THE DIM TRACK ROAD FOR 0.35 MILE TO A POINT APPROXIMATELY
 MO1143'150 FEET EAST OF A WINDMILL AND A LONE TREE.  FROM HERE BEAR
 MO1143'RIGHT AND GO NORTHEAST FOR 0.05 MILE TO THE TOP OF THE
 MO1143'HILL AND THE STATION.
 MO1143'
 MO1143'STATION MARKS ARE STANDARD DISKS STAMPED NICK 1963.  THE SURFACE
 MO1143'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO1143'OF THE GROUND.  IT IS 293 FEET NORTHEAST OF THE CENTER OF THE
 MO1143'WINDMILL.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MO1143'OF CONCRETE 41 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1143'
 MO1143'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NICK NO 1 1963,
 MO1143'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MO1143'GROUND.  IT IS ON THE SOUTH SLOPE OF THE HILL AND APPROXIMATELY
 MO1143'2 FEET LOWER IN ELEVATION THAN THE STATION.
 MO1143'
 MO1143'NICK (USGS) (R.M. NO. 2) IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MO1143'DISK, STAMPED NICK, SET IN THE TOP OF A SQUARE CONCRETE POST
 MO1143'WHICH PROJECTS 2 INCHES.  IT IS AT THE SAME ELEVATION AS THE
 MO1143'STATION.
 MO1143'
 MO1143'AZIMUTH MARK, A STANDARD DISK STAMPED NICK 1963, IS SET IN A
 MO1143'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 11 FEET
 MO1143'SOUTH OF THE CENTER OF THE DIM TRACK ROAD, 2 FEET WEST OF A
 MO1143'METAL WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 MO1143'
 MO1143'NOTE--REFERENCE MARK NO. 1 WAS MEASURED WITH 5 KG. TAPE TENSION.
 MO1143'
 MO1143'THE DISTANCE TO NICK (USGS) IS A TRAVERSED DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1145 ***********************************************************************
 MO1145  DESIGNATION -  NICK
 MO1145  PID         -  MO1145
 MO1145  STATE/COUNTY-  WY/GOSHEN
 MO1145  USGS QUAD   -  Y B O CANYON (1990)
 MO1145
 MO1145                         *CURRENT SURVEY CONTROL
 MO1145  ___________________________________________________________________
 MO1145* NAD 83(1993)-  41 48 00.68738(N)    104 35 33.99653(W)     ADJUSTED  
 MO1145* NAVD 88     -      1618.     (meters)    5308.     (feet)  SCALED    
 MO1145  ___________________________________________________________________
 MO1145  LAPLACE CORR-         -10.50  (seconds)                    DEFLEC99
 MO1145  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 MO1145
 MO1145  HORZ ORDER  -  SECOND
 MO1145
 MO1145.The horizontal coordinates were established by classical geodetic methods
 MO1145.and adjusted by the National Geodetic Survey in January 1997..
 MO1145
 MO1145.The orthometric height was scaled from a topographic map.
 MO1145
 MO1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1145
 MO1145.The geoid height was determined by GEOID03.
 MO1145
 MO1145;                    North         East     Units Scale Factor Converg.
 MO1145;SPC WY E     -   144,545.248   247,692.775   MT  0.99996548   +0 22 57.1
 MO1145;UTM  13      - 4,627,672.175   533,830.586   MT  0.99961408   +0 16 17.2
 MO1145
 MO1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1145!SPC WY E     -   0.99974885  x   0.99996548  =   0.99971434
 MO1145!UTM  13      -   0.99974885  x   0.99961408  =   0.99936303
 MO1145
 MO1145                          SUPERSEDED SURVEY CONTROL
 MO1145
 MO1145  NAD 83(1986)-  41 48 00.67042(N)    104 35 33.99570(W) AD(       ) 2
 MO1145  NAD 27      -  41 48 00.77540(N)    104 35 32.12780(W) AD(       ) 2
 MO1145
 MO1145.Superseded values are not recommended for survey control.
 MO1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1145.See file dsdata.txt to determine how the superseded data were derived.
 MO1145
 MO1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG3383127672(NAD 83)
 MO1145_MARKER: DB = BENCH MARK DISK
 MO1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1145_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1145+STABILITY: SURFACE MOTION
 MO1145
 MO1145  HISTORY     - Date     Condition        Report By
 MO1145  HISTORY     - 1963     MONUMENTED       USGS
 MO1145
 MO1145                          STATION DESCRIPTION
 MO1145
 MO1145'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (RLS)
 MO1145'THE STATION IS ON A LOW HILL, 12 MILES EAST AND 3 MILES NORTH
 MO1145'OF CHUGWATER, IN THE SOUTHWEST QUARTER OF SECTION 7, R 64 W,
 MO1145'T 21 N, AND ON PROPERTY OWNED BY MR. M. SMITH.
 MO1145'
 MO1145'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 MO1145'NICK, DISTANCE BEING 9.563 METERS (31.37 FEET) WEST OF STATION
 MO1145'NICK.
 MO1145'
 MO1145'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 MO1145'NICK, AND IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 MO1145'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0524 ***********************************************************************
 PV0524  DESIGNATION -  NICK
 PV0524  PID         -  PV0524
 PV0524  STATE/COUNTY-  WY/CROOK
 PV0524  USGS QUAD   -  DEVILS TOWER (1984)
 PV0524
 PV0524                         *CURRENT SURVEY CONTROL
 PV0524  ___________________________________________________________________
 PV0524* NAD 83(1993)-  44 31 06.02719(N)    104 37 42.26087(W)     ADJUSTED  
 PV0524* NAVD 88     -      1548.4    (meters)    5080.     (feet)  VERTCON   
 PV0524  ___________________________________________________________________
 PV0524  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 PV0524  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 PV0524
 PV0524  HORZ ORDER  -  THIRD
 PV0524
 PV0524.The horizontal coordinates were established by classical geodetic methods
 PV0524.and adjusted by the National Geodetic Survey in January 1998..
 PV0524
 PV0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0524
 PV0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0524
 PV0524.The geoid height was determined by GEOID03.
 PV0524
 PV0524;                    North         East     Units Scale Factor Converg.
 PV0524;SPC WY E     -   446,483.293   242,791.566   MT  0.99996001   +0 22 38.6
 PV0524;UTM  13      - 4,929,513.588   529,531.644   MT  0.99961072   +0 15 37.9
 PV0524
 PV0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0524!SPC WY E     -   0.99975943  x   0.99996001  =   0.99971945
 PV0524!UTM  13      -   0.99975943  x   0.99961072  =   0.99937024
 PV0524
 PV0524:                Primary Azimuth Mark                     Grid Az
 PV0524:SPC WY E     -  KARA                                     234 38 45.9
 PV0524:UTM  13      -  KARA                                     234 45 46.6
 PV0524
 PV0524|---------------------------------------------------------------------|
 PV0524| PID    Reference Object                     Distance      Geod. Az  |
 PV0524|                                                           dddmmss.s |
 PV0524| PV0506 KARA                                APPROX. 7.8 KM 2350124.5 |
 PV0524|---------------------------------------------------------------------|
 PV0524
 PV0524                          SUPERSEDED SURVEY CONTROL
 PV0524
 PV0524  NAD 83(1993)-  44 31 06.02702(N)    104 37 42.26084(W) AD(       ) 3
 PV0524  NAD 83(1986)-  44 31 06.01618(N)    104 37 42.24747(W) AD(       ) 3
 PV0524  NAD 27      -  44 31 06.07426(N)    104 37 40.38284(W) AD(       ) 3
 PV0524  NGVD 29 (07/19/86) 1547.8    (m)         5078.     (f) VERT ANG       
 PV0524
 PV0524.Superseded values are not recommended for survey control.
 PV0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0524.See file dsdata.txt to determine how the superseded data were derived.
 PV0524
 PV0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK2953229514(NAD 83)
 PV0524_MARKER: DD = SURVEY DISK
 PV0524_SETTING: 0 = UNSPECIFIED SETTING
 PV0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0524
 PV0524  HISTORY     - Date     Condition        Report By
 PV0524  HISTORY     - 1953     MONUMENTED       USGS
 PV0524
 PV0524                          STATION DESCRIPTION
 PV0524
 PV0524'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0524'LOCATED ABOUT 15.0 MI. (AIRLINE) NW. OF SUNDANCE, WYOMING, ABOUT 11.0
 PV0524'MI. (AIRLINE) S. OF HULETT, WYOMING, ON HIGH TOP BETWEEN MILLER AND
 PV0524'LYTLE CREEKS, IN SEC. 14, T 51 N, R 65 W.
 PV0524'
 PV0524'TO REACH FROM SUNDANCE, WYOMING, PROCEED W. ALONG U.S. HIGHWAY 14 19.5
 PV0524'MI., TURN RIGHT ON COUNTY RD. 1.6 MI., TAKE LEFT FORK DOWN MAIN
 PV0524'TRAVELED RD. 3.9 MI., TAKE LEFT FORK 2.4 MI., TURN LEFT DOWN FIELD RD.
 PV0524'0.5 MI., GO UP HILL 0.3 MI. AND PARK VEHICLE, PACK TO TOP OF HILL ON
 PV0524'S. END OF HIGHEST POINT.
 PV0524'
 PV0524'STATION MARK--A STANDARD ALUMINUM TABLET STAMPED ---NICK 1953---,
 PV0524'CEMENTED IN ORANGEBURG PIPE, PROJECTING 0.1 FT.
 PV0524'
 PV0524'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0334 ***********************************************************************
 NR0334  DESIGNATION -  NICKOLS
 NR0334  PID         -  NR0334
 NR0334  STATE/COUNTY-  WY/CONVERSE
 NR0334  USGS QUAD   -  LOCKETT (1984)
 NR0334
 NR0334                         *CURRENT SURVEY CONTROL
 NR0334  ___________________________________________________________________
 NR0334* NAD 83(1993)-  42 46 03.56889(N)    106 02 08.79150(W)     ADJUSTED  
 NR0334* NAVD 88     -      1781.3    (meters)    5844.     (feet)  VERTCON   
 NR0334  ___________________________________________________________________
 NR0334  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 NR0334  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NR0334
 NR0334  HORZ ORDER  -  THIRD
 NR0334
 NR0334.The horizontal coordinates were established by classical geodetic methods
 NR0334.and adjusted by the National Geodetic Survey in January 1997..
 NR0334
 NR0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0334
 NR0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0334
 NR0334.The geoid height was determined by GEOID03.
 NR0334
 NR0334;                    North         East     Units Scale Factor Converg.
 NR0334;SPC WY E     -   252,210.748   128,869.824   MT  0.99999972   -0 35 24.6
 NR0334;UTM  13      - 4,735,534.285   415,257.883   MT  0.99968835   -0 42 12.1
 NR0334
 NR0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0334!SPC WY E     -   0.99972275  x   0.99999972  =   0.99972247
 NR0334!UTM  13      -   0.99972275  x   0.99968835  =   0.99941118
 NR0334
 NR0334:                Primary Azimuth Mark                     Grid Az
 NR0334:SPC WY E     -  HAKALO                                   099 54 16.3
 NR0334:UTM  13      -  HAKALO                                   100 01 03.8
 NR0334
 NR0334|---------------------------------------------------------------------|
 NR0334| PID    Reference Object                     Distance      Geod. Az  |
 NR0334|                                                           dddmmss.s |
 NR0334| NQ0681 HAKALO                              APPROX.10.3 KM 0991851.7 |
 NR0334|---------------------------------------------------------------------|
 NR0334
 NR0334                          SUPERSEDED SURVEY CONTROL
 NR0334
 NR0334  NAD 83(1986)-  42 46 03.55333(N)    106 02 08.77406(W) AD(       ) 3
 NR0334  NAD 27      -  42 46 03.67777(N)    106 02 06.73101(W) AD(       ) 3
 NR0334  NGVD 29 (07/19/86) 1780.4    (m)         5841.     (f) VERT ANG       
 NR0334
 NR0334.Superseded values are not recommended for survey control.
 NR0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0334.See file dsdata.txt to determine how the superseded data were derived.
 NR0334
 NR0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH1525835534(NAD 83)
 NR0334_MARKER: DD = SURVEY DISK
 NR0334_SETTING: 0 = UNSPECIFIED SETTING
 NR0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0334
 NR0334  HISTORY     - Date     Condition        Report By
 NR0334  HISTORY     - 1947     MONUMENTED       USGS
 NR0334
 NR0334                          STATION DESCRIPTION
 NR0334
 NR0334'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NR0334'LOCATED ABOUT 11 MI. SW. OF GLENROCK, ON TOP OF A SMALL MESA, AT W.
 NR0334'SIDE OF LONG RIDGE, APPROXIMATELY IN THE NW. PART OF SEC. 2, T 32 N,
 NR0334'R 77 W.
 NR0334'
 NR0334'TO REACH STATION FROM GLENROCK, GO S. 0.5 MI. FROM THE POST OFFICE TO
 NR0334'A Y-FORK JUST N. OF CEMETERY, TAKE RIGHT FORK AND GO SW. ON WELL
 NR0334'TRAVELED RD. FOR 2.3 MI. TO BM 5348.9, TURN RIGHT AND GO W. ON DIM
 NR0334'TRAIL FOR 1.6 MI. TO TOP OF PASS.  CONTINUE ON OLD TRAIL IN SW.
 NR0334'DIRECTION FOR 0.7 MI. TO GATE, GO THROUGH GATE FOR 0.5 MI. IN A
 NR0334'GENERAL W. DIRECTION TO ANOTHER GATE, CONTINUE 0.7 MI. MORE TO A
 NR0334'POINT 100 YDS. N. OF FINAL GATE, PASS THROUGH THIS GATE AND FOLLOW
 NR0334'OLD TRAIL 1.0 MI., TURN RIGHT OFF TRAIL AND GO 0.2 MI. N. UP HILL
 NR0334'TO HIGHEST POINT IN VICINITY AND STATION.
 NR0334'
 NR0334'STATION MARK--STANDARD TABLET STAMPED ---NICKOLS 1947--- AND SET IN
 NR0334'TOP OF A CONCRETE MONUMENT 4 IN. ABOVE THE GROUND.
 NR0334'
 NR0334'REFERENCE MARKS--STANDARD REFERENCE TABLETS SET IN TOP OF CONCRETE
 NR0334'MONUMENTS AND PROJECTING 3 IN. ABOVE THE GROUND.
 NR0334'
 NR0334'NO. 1--STAMPED ---NICKOLS NO. 1 1947--- AND 35.63 FT. S. OF STATION,
 NR0334'N 20 DEG 02 MIN E.
 NR0334'
 NR0334'NO. 2--STAMPED ---NICKOLS NO. 2 1947--- AND 32.34 FT. E. OF STATION,
 NR0334'N 67 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0390 ***********************************************************************
 OU0390  DESIGNATION -  NIEMCKY B 6
 OU0390  PID         -  OU0390
 OU0390  STATE/COUNTY-  WY/CAMPBELL
 OU0390  USGS QUAD   -  TECKLA (1971)
 OU0390
 OU0390                         *CURRENT SURVEY CONTROL
 OU0390  ___________________________________________________________________
 OU0390* NAD 83(1993)-  43 32 06.48375(N)    105 20 08.47029(W)     ADJUSTED  
 OU0390* NAVD 88     -      1509.     (meters)    4951.     (feet)  SCALED    
 OU0390  ___________________________________________________________________
 OU0390  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 OU0390  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 OU0390
 OU0390  HORZ ORDER  -  SECOND
 OU0390
 OU0390.The horizontal coordinates were established by classical geodetic methods
 OU0390.and adjusted by the National Geodetic Survey in January 1997..
 OU0390
 OU0390.The orthometric height was scaled from a topographic map.
 OU0390
 OU0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0390
 OU0390.The geoid height was determined by GEOID03.
 OU0390
 OU0390;                    North         East     Units Scale Factor Converg.
 OU0390;SPC WY E     -   337,116.274   186,339.044   MT  0.99993979   -0 06 59.1
 OU0390;UTM  13      - 4,820,298.076   472,877.409   MT  0.99960905   -0 13 52.4
 OU0390
 OU0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0390!SPC WY E     -   0.99976583  x   0.99993979  =   0.99970564
 OU0390!UTM  13      -   0.99976583  x   0.99960905  =   0.99937498
 OU0390
 OU0390                          SUPERSEDED SURVEY CONTROL
 OU0390
 OU0390  NAD 83(1986)-  43 32 06.46285(N)    105 20 08.44653(W) AD(       ) 2
 OU0390  NAD 27      -  43 32 06.57100(N)    105 20 06.50000(W) AD(       ) 2
 OU0390
 OU0390.Superseded values are not recommended for survey control.
 OU0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0390.See file dsdata.txt to determine how the superseded data were derived.
 OU0390
 OU0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ7287720298(NAD 83)
 OU0390_MARKER: I = METAL ROD
 OU0390_SETTING: 0 = UNSPECIFIED SETTING
 OU0390_STAMPING: NIEMCKY B-6
 OU0390_MARK LOGO: USGS  
 OU0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0390
 OU0390  HISTORY     - Date     Condition        Report By
 OU0390  HISTORY     - 1955     MONUMENTED       CGS
 OU0390
 OU0390                          STATION DESCRIPTION
 OU0390
 OU0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0390'THE STATION IS IN THE SOUTHWEST QUARTER OF SECTION 12, T. 41 N.,
 OU0390'R. 71 W., ON A PROMINENT PRAIRIE KNOLL, LOCATED ABOUT 12 MILES
 OU0390'SOUTHEAST OF THE WYOMING HIGHWAY DEPARTMENT MAINTENANCE YARD.
 OU0390'
 OU0390'TO REACH THE STATION FROM THE WILKINSON RANCH, GO SOUTH, ON
 OU0390'GRADED ROAD, 3.0 MILES TO WHERE THE ROAD PASSES OVER RIDGE.
 OU0390'TURN LEFT, GO ABOUT 75 YARDS TO THE STATION.
 OU0390'
 OU0390'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION TECKLA
 OU0390'TO THE STATION, DISTANCE BEING 12.07 FEET (3.68 METERS) SOUTHWEST
 OU0390'FROM STATION TECKLA.  THE MARK IS A 1-1/2 INCH IRON PIPE,
 OU0390'WITH A METAL TAG WIRED TO THE IRON PIPE.  THE TAG IS
 OU0390'STAMPED---NIEMCKY B-6---, THE IRON PIPE PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0435 ***********************************************************************
 OU0435  DESIGNATION -  NILES
 OU0435  PID         -  OU0435
 OU0435  STATE/COUNTY-  WY/CAMPBELL
 OU0435  USGS QUAD   -  GREASEWOOD RESERVOIR (1984)
 OU0435
 OU0435                         *CURRENT SURVEY CONTROL
 OU0435  ___________________________________________________________________
 OU0435* NAD 83(1993)-  43 47 07.13643(N)    105 44 50.66357(W)     ADJUSTED  
 OU0435* NAVD 88     -      1573.3    (meters)    5162.     (feet)  VERTCON   
 OU0435  ___________________________________________________________________
 OU0435  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 OU0435  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 OU0435  OBS GRAVITY -     980,032.1   (mgal)                       GRAV_OBS
 OU0435
 OU0435  HORZ ORDER  -  THIRD
 OU0435
 OU0435.The horizontal coordinates were established by classical geodetic methods
 OU0435.and adjusted by the National Geodetic Survey in January 1997..
 OU0435
 OU0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0435
 OU0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0435
 OU0435.The geoid height was determined by GEOID03.
 OU0435.The observed gravity was obtained from relative gravimeter ties
 OU0435.to the IGSN71 gravity network.
 OU0435
 OU0435;                    North         East     Units Scale Factor Converg.
 OU0435;SPC WY E     -   365,061.127   153,256.326   MT  0.99996436   -0 24 06.7
 OU0435;UTM  13      - 4,848,300.199   439,861.623   MT  0.99964448   -0 31 01.9
 OU0435
 OU0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0435!SPC WY E     -   0.99975565  x   0.99996436  =   0.99972002
 OU0435!UTM  13      -   0.99975565  x   0.99964448  =   0.99940022
 OU0435
 OU0435:                Primary Azimuth Mark                     Grid Az
 OU0435:SPC WY E     -  RUBY                                     180 38 10.6
 OU0435:UTM  13      -  RUBY                                     180 45 05.8
 OU0435
 OU0435|---------------------------------------------------------------------|
 OU0435| PID    Reference Object                     Distance      Geod. Az  |
 OU0435|                                                           dddmmss.s |
 OU0435| OU0442 RUBY                                APPROX. 8.5 KM 1801403.9 |
 OU0435|---------------------------------------------------------------------|
 OU0435
 OU0435                          SUPERSEDED SURVEY CONTROL
 OU0435
 OU0435  NAD 83(1986)-  43 47 07.11696(N)    105 44 50.63836(W) AD(       ) 3
 OU0435  NAD 27      -  43 47 07.21305(N)    105 44 48.63445(W) AD(       ) 3
 OU0435  NGVD 29 (07/19/86) 1572.5    (m)         5159.     (f) VERT ANG       
 OU0435
 OU0435.Superseded values are not recommended for survey control.
 OU0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0435.See file dsdata.txt to determine how the superseded data were derived.
 OU0435
 OU0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ3986248300(NAD 83)
 OU0435_MARKER: DD = SURVEY DISK
 OU0435_SETTING: 0 = UNSPECIFIED SETTING
 OU0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0435
 OU0435  HISTORY     - Date     Condition        Report By
 OU0435  HISTORY     - 1952     MONUMENTED       USGS
 OU0435
 OU0435                          STATION DESCRIPTION
 OU0435
 OU0435'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0435'STATION IS LOCATED ON PROMINENT HILL, NEAR THE CENTER, AND ON THE
 OU0435'HIGHEST POINT.
 OU0435'
 OU0435'TO REACH FROM PINE TREE (JUNCTION), GO 10.1 MI. N. ALONG STATE
 OU0435'SECONDARY 109 TO CAMBLIN RANCH MAILBOX AND CROSSROADS, TURN RIGHT
 OU0435'ON DIM TRAIL AND GO 1.1 MI. TO T-RD., TURN LEFT (N.) FOR 0.6 MI. TO
 OU0435'Y-FORK, TURN RIGHT FOR 1.1 MI. TO A POINT NEAR THE SUMMIT OF HILL,
 OU0435'THENCE GO 0.1 MI. S. TO TOP AND STATION.
 OU0435'
 OU0435'STATION MARK--STANDARD BRONZE DISK, SET IN TOP OF CONCRETE POST,
 OU0435'STAMPED ---NILES 1952---.
 OU0435'
 OU0435'REFERENCE MARK NO. 1--IRON ROD, DRIVEN IN GROUND, 43.80 FT. DISTANT,
 OU0435'N 69 DEG 09 MIN E.
 OU0435'
 OU0435'REFERENCE MARK NO. 2--IRON ROD, IN CONCRETE POST, 62.35 FT. DISTANT,
 OU0435'N 39 DEG 11 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0257 ***********************************************************************
 MO0257  DESIGNATION -  NIMMO
 MO0257  PID         -  MO0257
 MO0257  STATE/COUNTY-  WY/LARAMIE
 MO0257  USGS QUAD   -  NIMMO RANCH (1991)
 MO0257
 MO0257                         *CURRENT SURVEY CONTROL
 MO0257  ___________________________________________________________________
 MO0257* NAD 83(1993)-  41 23 48.82949(N)    104 57 18.81793(W)     ADJUSTED  
 MO0257* NAVD 88     -      2010.735  (meters)    6596.89   (feet)  ADJUSTED  
 MO0257  ___________________________________________________________________
 MO0257  LAPLACE CORR-         -13.01  (seconds)                    DEFLEC99
 MO0257  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 MO0257  DYNAMIC HT  -        2009.021 (meters)    6591.26  (feet)  COMP
 MO0257  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 MO0257
 MO0257  HORZ ORDER  -  FIRST
 MO0257  VERT ORDER  -  SECOND    CLASS 0
 MO0257
 MO0257.The horizontal coordinates were established by classical geodetic methods
 MO0257.and adjusted by the National Geodetic Survey in January 1997..
 MO0257
 MO0257.The orthometric height was determined by differential leveling
 MO0257.and adjusted by the National Geodetic Survey in June 1991..
 MO0257
 MO0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0257
 MO0257.The geoid height was determined by GEOID03.
 MO0257
 MO0257.The dynamic height is computed by dividing the NAVD 88
 MO0257.geopotential number by the normal gravity value computed on the
 MO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0257.degrees latitude (g = 980.6199 gals.).
 MO0257
 MO0257.The modeled gravity was interpolated from observed gravity values.
 MO0257
 MO0257;                    North         East     Units Scale Factor Converg.
 MO0257;SPC WY E     -    99,618.384   217,681.257   MT  0.99994135   +0 08 23.3
 MO0257;UTM  13      - 4,582,818.893   503,742.783   MT  0.99960017   +0 01 46.6
 MO0257
 MO0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0257!SPC WY E     -   0.99968705  x   0.99994135  =   0.99962842
 MO0257!UTM  13      -   0.99968705  x   0.99960017  =   0.99928734
 MO0257
 MO0257|---------------------------------------------------------------------|
 MO0257| PID    Reference Object                     Distance      Geod. Az  |
 MO0257|                                                           dddmmss.s |
 MO0257| MO0258 NIMMO RM 1                           31.135 METERS 01949     |
 MO0257| MO1136 POLE                                  2.649 METERS 10030     |
 MO0257| MO1116 CHEYENNE JCT RIN MICROWAVE TWR      APPROX. 7.1 KM 1030529.4 |
 MO0257| MO0259 NIMMO RM 2                           21.906 METERS 27524     |
 MO0257|---------------------------------------------------------------------|
 MO0257
 MO0257                          SUPERSEDED SURVEY CONTROL
 MO0257
 MO0257  NAD 83(1986)-  41 23 48.81244(N)    104 57 18.81602(W) AD(       ) 1
 MO0257  NAD 27      -  41 23 48.88910(N)    104 57 16.91630(W) AD(       ) 1
 MO0257  NGVD 29 (??/??/92) 2009.738  (m)         6593.62   (f) ADJ UNCH    2 0
 MO0257
 MO0257.Superseded values are not recommended for survey control.
 MO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0257.See file dsdata.txt to determine how the superseded data were derived.
 MO0257
 MO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0374382819(NAD 83)
 MO0257_MARKER: DS = TRIANGULATION STATION DISK
 MO0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0257_STAMPING: NIMMO 1959
 MO0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0257+STABILITY: SURFACE MOTION
 MO0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0257+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 MO0257
 MO0257  HISTORY     - Date     Condition        Report By
 MO0257  HISTORY     - 1959     MONUMENTED       CGS
 MO0257  HISTORY     - 1959     GOOD             CGS
 MO0257  HISTORY     - 1973     GOOD             NGS
 MO0257  HISTORY     - 1973     GOOD             NGS
 MO0257  HISTORY     - 20030917 GOOD             BLM
 MO0257
 MO0257                          STATION DESCRIPTION
 MO0257
 MO0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO0257'THE STATION IS LOCATED, AIRLINE, ABOUT 19 MILES NORTH-NORTHWEST
 MO0257'OF CHEYENNE, IN OPEN RANGE LAND, OWNED BY ERNEST NIMMO.
 MO0257'
 MO0257'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN CHEYENNE,
 MO0257'GO NORTHWEST ON CENTRAL AVENUE FOR 0.4 MILE.  TURN LEFT ONTO
 MO0257'PERSHING BLVD. AND GO WEST FOR 0.8 MILE TO AN OVERPASS.  TURN
 MO0257'RIGHT ONTO INTERSTATE HIGHWAY 25 AND GO NORTH FOR 17.9 MILES.
 MO0257'TURN LEFT OFF THE HIGHWAY AND GO WEST ON A DIRT SIDE ROAD FOR
 MO0257'4.1 MILES.  TURN LEFT OFF THE MAIN TRAVELED ROAD ONTO A TRACK
 MO0257'ROAD AND GO WEST-SOUTHWESTERLY FOR 0.2 MILE TO THE STATION ON
 MO0257'THE LEFT, SOUTH SIDE.
 MO0257'
 MO0257'THE STATION IS A STANDARD DISK STAMPED NIMMO 1959 SET IN TOP OF
 MO0257'A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 MO0257'GROUND.  IT IS ABOUT 100 YARDS SOUTH OF THE CENTER OF A GRAVELED
 MO0257'ROAD AND 36 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 MO0257'
 MO0257'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NIMMO
 MO0257'NO 1 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 MO0257'IS FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 MO0257'THE STATION.  IT IS 144 FEET SOUTH OF THE CENTER OF A GRAVELED
 MO0257'ROAD AND 69 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 MO0257'
 MO0257'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NIMMO NO 2
 MO0257'1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 MO0257'FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 MO0257'STATION.  IT IS 37 FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 MO0257'
 MO0257'THE DISTANCE BETWEEN REFERENCE MARKS IS 138.84 FEET (42.318
 MO0257'METERS)
 MO0257
 MO0257                          STATION RECOVERY (1959)
 MO0257
 MO0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 MO0257'23.2 MI NNW FROM CHEYENNE.
 MO0257'0.4 MILE WEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0257'CHEYENNE, THENCE WEST ON PERSHING BLVD. FOR 0.8 MILES, THENCE
 MO0257'NORTH ON INTERSTATE HIGHWAY 25 FOR 17.9 MILES, THENCE WEST ON
 MO0257'GRAVELED ROAD TO WHITAKER RANCH FOR 4.1 MILES.  ON ABOUT THE
 MO0257'HIGHEST POINT IN THE VICINITY, 240 FEET SOUTH OF THE CENTERLINE
 MO0257'OF THE HIGHWAY, 98 FEET NORTHEAST OF TELEPHONE POLE NO. 6 AND
 MO0257'34 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD.  SET IN A
 MO0257'CONCRETE POST LEVEL WITH THE GROUND.
 MO0257
 MO0257                          STATION RECOVERY (1973)
 MO0257
 MO0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO0257'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 MO0257'DISTANCES AND DIRECTIONS TO MARKS COMPARED FAVORABLY WITH
 MO0257'PREVIOUS DATA.  U.S. ENGINEERS STATION POLE WAS CUT IN AT THIS
 MO0257'TIME.  A COMPLETE DESCRIPTION FOLLOWS--
 MO0257'
 MO0257'THE STATION IS LOCATED 19 MILES NORTH-NORTHWEST OF CHEYENNE,
 MO0257'4.5 MILES EAST OF HORSE CREEK, 4.5 MILES WEST OF INTERSTATE
 MO0257'HIGHWAY 25 AND ON PASTURE LAND OWNED BY THE WHITAKER RANCH.
 MO0257'
 MO0257'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE WHERE
 MO0257'INTERSTATE HIGHWAY 25 CROSSES OVER INTERSTATE HIGHWAY 80 AT THE
 MO0257'SOUTHWEST EDGE OF CHEYENNE GO NORTH ON INTERSTATE HIGHWAY 25 FOR
 MO0257'7.6 MILES TO THE BRIDGE OVER U.S. HIGHWAY 85 AT EXIT 10.  CONTINUE
 MO0257'NORTH ON INTERSTATE HIGHWAY 25 FOR 11.8 MILES TO THE WHITAKER
 MO0257'ROAD EXIT.  EXIT FROM INTERSTATE HIGHWAY 25 AND GO WEST ON
 MO0257'GRAVEL WHITAKER ROAD 1.4 MILES TO A DIAGONAL CROSSROAD.
 MO0257'CONTINUE WEST ON GRAVEL ROAD 2.9 MILES TO THE STATION ON THE
 MO0257'LEFT.
 MO0257'
 MO0257'THE STATION MARK IS A STANDARD DISK STAMPED NIMMO 1959 CEMENTED
 MO0257'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 1
 MO0257'INCH ABOVE GROUND.  IT IS 237 FEET SOUTH OF THE CENTER OF THE
 MO0257'GRAVEL ROAD, AND 97 FEET NORTHEAST OF SMALL TELEPHONE LINE
 MO0257'POLE NUMBER 6.
 MO0257'
 MO0257'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED NIMMO NO 1
 MO0257'1959 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MO0257'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 138 FEET SOUTH OF THE
 MO0257'CENTER OF THE GRAVEL ROAD.
 MO0257'
 MO0257'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED NIMMO NO
 MO0257'2 1959 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MO0257'SET FLUSH WITH THE GROUND.  IT IS 71 FEET NORTH OF THE TELEPHONE
 MO0257'POLE NUMBER 6.
 MO0257'
 MO0257'U.S. CORPS OF ENGINEERS STATION POLE IS MARKED BY A 2-INCH DISK
 MO0257'STAMPED POLE CEMENTED IN A 10-INCH DIAMETER CYLINDRICAL CONCRETE
 MO0257'MONUMENT SET FLUSH WITH THE GROUND.
 MO0257'
 MO0257'NO AZIMUTH MARK DISK WAS ESTABLISHED AT THIS STATION.
 MO0257'
 MO0257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES EAST
 MO0257'OF HORSE CREEK.
 MO0257
 MO0257                          STATION RECOVERY (1973)
 MO0257
 MO0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MO0257'RECOVERED IN GOOD CONDITION.
 MO0257
 MO0257                          STATION RECOVERY (2003)
 MO0257
 MO0257'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2003 (MDL)
 MO0257'MONUMENT IS SUITABLE FOR SATELLITE OBSERVATIONS BUT IS NOT PART OF THE
 MO0257'FBN OR CBN NETWORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0258 ***********************************************************************
 MO0258  DESIGNATION -  NIMMO RM 1
 MO0258  PID         -  MO0258
 MO0258  STATE/COUNTY-  WY/LARAMIE
 MO0258  USGS QUAD   -  NIMMO RANCH (1991)
 MO0258
 MO0258                         *CURRENT SURVEY CONTROL
 MO0258  ___________________________________________________________________
 MO0258* NAD 83(1986)-  41 23 48.     (N)    104 57 18.     (W)     SCALED    
 MO0258* NAVD 88     -      2010.339  (meters)    6595.59   (feet)  ADJUSTED  
 MO0258  ___________________________________________________________________
 MO0258  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 MO0258  DYNAMIC HT  -        2008.625 (meters)    6589.96  (feet)  COMP
 MO0258  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 MO0258
 MO0258  VERT ORDER  -  SECOND    CLASS 0
 MO0258
 MO0258.The horizontal coordinates were scaled from a topographic map and have
 MO0258.an estimated accuracy of +/- 6 seconds.
 MO0258
 MO0258.The orthometric height was determined by differential leveling
 MO0258.and adjusted by the National Geodetic Survey in June 1991..
 MO0258
 MO0258.The geoid height was determined by GEOID03.
 MO0258
 MO0258.The dynamic height is computed by dividing the NAVD 88
 MO0258.geopotential number by the normal gravity value computed on the
 MO0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0258.degrees latitude (g = 980.6199 gals.).
 MO0258
 MO0258.The modeled gravity was interpolated from observed gravity values.
 MO0258
 MO0258;                    North         East    Units  Estimated Accuracy
 MO0258;SPC WY E     -    99,590.      217,700.      MT  (+/- 180 meters Scaled)
 MO0258
 MO0258                          SUPERSEDED SURVEY CONTROL
 MO0258
 MO0258  NGVD 29 (??/??/92) 2009.342  (m)         6592.32   (f) ADJ UNCH    2 0
 MO0258
 MO0258.Superseded values are not recommended for survey control.
 MO0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0258.See file dsdata.txt to determine how the superseded data were derived.
 MO0258
 MO0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF037827(NAD 83)
 MO0258_MARKER: DR = REFERENCE MARK DISK
 MO0258_SETTING: 0 = UNSPECIFIED SETTING
 MO0258_STAMPING: NIMMO NO 1 1959
 MO0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0258
 MO0258  HISTORY     - Date     Condition        Report By
 MO0258  HISTORY     - 1959     MONUMENTED       CGS
 MO0258  HISTORY     - 1973     GOOD             NGS
 MO0258
 MO0258                          STATION DESCRIPTION
 MO0258
 MO0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0258'23.2 MI NNW FROM CHEYENNE.
 MO0258'0.4 MILE WEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0258'CHEYENNE, THENCE WEST ON PERSHING BLVD. FOR 0.8 MILE, THENCE
 MO0258'NORTH ON INTERSTATE HIGHWAY 25 FOR 17.9 MILES, THENCE WEST ON
 MO0258'GRAVELED ROAD TO WHITAKER RANCH FOR 4.1 MILE.  140 FEET SOUTH
 MO0258'OF THE CENTERLINE OF THE HIGHWAY, 102 FEET NORTH NORTHEAST OF
 MO0258'STATION NIMMO AND 66 FEET NORTH OF THE CENTERLINE OF A TRACK
 MO0258'ROAD.
 MO0258
 MO0258                          STATION RECOVERY (1973)
 MO0258
 MO0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MO0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0259 ***********************************************************************
 MO0259  DESIGNATION -  NIMMO RM 2
 MO0259  PID         -  MO0259
 MO0259  STATE/COUNTY-  WY/LARAMIE
 MO0259  USGS QUAD   -  NIMMO RANCH (1991)
 MO0259
 MO0259                         *CURRENT SURVEY CONTROL
 MO0259  ___________________________________________________________________
 MO0259* NAD 83(1986)-  41 23 48.     (N)    104 57 18.     (W)     SCALED    
 MO0259* NAVD 88     -      2010.324  (meters)    6595.54   (feet)  ADJUSTED  
 MO0259  ___________________________________________________________________
 MO0259  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 MO0259  DYNAMIC HT  -        2008.611 (meters)    6589.92  (feet)  COMP
 MO0259  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 MO0259
 MO0259  VERT ORDER  -  SECOND    CLASS 0
 MO0259
 MO0259.The horizontal coordinates were scaled from a topographic map and have
 MO0259.an estimated accuracy of +/- 6 seconds.
 MO0259
 MO0259.The orthometric height was determined by differential leveling
 MO0259.and adjusted by the National Geodetic Survey in June 1991..
 MO0259
 MO0259.The geoid height was determined by GEOID03.
 MO0259
 MO0259.The dynamic height is computed by dividing the NAVD 88
 MO0259.geopotential number by the normal gravity value computed on the
 MO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0259.degrees latitude (g = 980.6199 gals.).
 MO0259
 MO0259.The modeled gravity was interpolated from observed gravity values.
 MO0259
 MO0259;                    North         East    Units  Estimated Accuracy
 MO0259;SPC WY E     -    99,590.      217,700.      MT  (+/- 180 meters Scaled)
 MO0259
 MO0259                          SUPERSEDED SURVEY CONTROL
 MO0259
 MO0259  NGVD 29 (??/??/92) 2009.327  (m)         6592.27   (f) ADJ UNCH    2 0
 MO0259
 MO0259.Superseded values are not recommended for survey control.
 MO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0259.See file dsdata.txt to determine how the superseded data were derived.
 MO0259
 MO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF037827(NAD 83)
 MO0259_MARKER: DR = REFERENCE MARK DISK
 MO0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0259_STAMPING: NIMMO NO 2
 MO0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0259+STABILITY: SURFACE MOTION
 MO0259
 MO0259  HISTORY     - Date     Condition        Report By
 MO0259  HISTORY     - 1959     MONUMENTED       CGS
 MO0259  HISTORY     - 1959     GOOD             NGS
 MO0259  HISTORY     - 1973     GOOD             NGS
 MO0259
 MO0259                          STATION DESCRIPTION
 MO0259
 MO0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0259'23.4 MI NNW FROM CHEYENNE.
 MO0259'0.4 MILES WEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0259'CHEYENNE, THENCE WEST ON PERSHING BLVD. FOR 0.8 MILES, THENCE
 MO0259'NORTH ON INTERSTATE HIGHWAY 25 FOR 17.9 MILES, THENCE WEST ON
 MO0259'GRAVELED ROAD TO WHITAKER RANCH FOR 4.1 MILES.  250 FEET SOUTH
 MO0259'OF THE CENTERLINE OF THE HIGHWAY, 71 FEET NORTH OF TELEPHONE POLE
 MO0259'6, 72 FEET WEST OF STATION NIMMO AND 44 FEET SOUTH OF THE
 MO0259'CENTERLINE OF A TRACK ROAD.  SET IN A CONCRETE POST THAT PROJECTS
 MO0259'1 INCH.
 MO0259
 MO0259                          STATION RECOVERY (1973)
 MO0259
 MO0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MO0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0083 ***********************************************************************
 MO0083  DESIGNATION -  NN 80
 MO0083  PID         -  MO0083
 MO0083  STATE/COUNTY-  WY/LARAMIE
 MO0083  USGS QUAD   -  PINE BLUFFS (1992)
 MO0083
 MO0083                         *CURRENT SURVEY CONTROL
 MO0083  ___________________________________________________________________
 MO0083* NAD 83(1986)-  41 10 59.     (N)    104 04 20.     (W)     SCALED    
 MO0083* NAVD 88     -      1538.980  (meters)    5049.14   (feet)  ADJUSTED  
 MO0083  ___________________________________________________________________
 MO0083  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 MO0083  DYNAMIC HT  -        1537.777 (meters)    5045.19  (feet)  COMP
 MO0083  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 MO0083
 MO0083  VERT ORDER  -  SECOND    CLASS 0
 MO0083
 MO0083.The horizontal coordinates were scaled from a topographic map and have
 MO0083.an estimated accuracy of +/- 6 seconds.
 MO0083
 MO0083.The orthometric height was determined by differential leveling
 MO0083.and adjusted by the National Geodetic Survey in June 1991..
 MO0083
 MO0083.The geoid height was determined by GEOID03.
 MO0083
 MO0083.The dynamic height is computed by dividing the NAVD 88
 MO0083.geopotential number by the normal gravity value computed on the
 MO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0083.degrees latitude (g = 980.6199 gals.).
 MO0083
 MO0083.The modeled gravity was interpolated from observed gravity values.
 MO0083
 MO0083;                    North         East    Units  Estimated Accuracy
 MO0083;SPC WY E     -    76,430.      291,820.      MT  (+/- 180 meters Scaled)
 MO0083
 MO0083                          SUPERSEDED SURVEY CONTROL
 MO0083
 MO0083  NGVD 29 (??/??/92) 1538.18   (m)         5046.5    (f) COMPUTED    2 0
 MO0083
 MO0083.Superseded values are not recommended for survey control.
 MO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0083.See file dsdata.txt to determine how the superseded data were derived.
 MO0083
 MO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF778594(NAD 83)
 MO0083_MARKER: DB = BENCH MARK DISK
 MO0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0083_SP_SET: CONCRETE FOUNDATION
 MO0083_STAMPING: N N 80 1952
 MO0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0083
 MO0083  HISTORY     - Date     Condition        Report By
 MO0083  HISTORY     - 1952     MONUMENTED       CGS
 MO0083  HISTORY     - 1960     GOOD             NGS
 MO0083
 MO0083                          STATION DESCRIPTION
 MO0083
 MO0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0083'0.1 MI W FROM PINE BLUFFS.
 MO0083'0.1 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0083'AT PINE BLUFFS, 54.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF A
 MO0083'SIDE TRACK, SET IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 MO0083'FOUNDATION OF THE RAILROAD WATER TANK.
 MO0083
 MO0083                          STATION RECOVERY (1960)
 MO0083
 MO0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MO0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0084 ***********************************************************************
 MO0084  DESIGNATION -  NN 80 RESET
 MO0084  PID         -  MO0084
 MO0084  STATE/COUNTY-  WY/LARAMIE
 MO0084  USGS QUAD   -  PINE BLUFFS (1992)
 MO0084
 MO0084                         *CURRENT SURVEY CONTROL
 MO0084  ___________________________________________________________________
 MO0084* NAD 83(1986)-  41 10 57.     (N)    104 04 16.     (W)     SCALED    
 MO0084* NAVD 88     -      1538.79   (meters)    5048.5    (feet)  RESET     
 MO0084  ___________________________________________________________________
 MO0084  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 MO0084
 MO0084  VERT ORDER  -  THIRD
 MO0084
 MO0084.The horizontal coordinates were scaled from a topographic map and have
 MO0084.an estimated accuracy of +/- 6 seconds.
 MO0084
 MO0084.The orthometric height was computed from unverified reset data.
 MO0084.No vertical observational check was made to the station.
 MO0084
 MO0084.The geoid height was determined by GEOID03.
 MO0084
 MO0084;                    North         East    Units  Estimated Accuracy
 MO0084;SPC WY E     -    76,370.      291,920.      MT  (+/- 180 meters Scaled)
 MO0084
 MO0084                          SUPERSEDED SURVEY CONTROL
 MO0084
 MO0084  NGVD 29 (??/??/??) 1537.99   (m)         5045.9    (f) RESET       3  
 MO0084
 MO0084.Superseded values are not recommended for survey control.
 MO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0084.See file dsdata.txt to determine how the superseded data were derived.
 MO0084
 MO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF779594(NAD 83)
 MO0084_MARKER: DB = BENCH MARK DISK
 MO0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0084_SP_SET: CONCRETE PEDESTAL
 MO0084_STAMPING: NN 80 RESET 1966
 MO0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0084
 MO0084  HISTORY     - Date     Condition        Report By
 MO0084  HISTORY     - 1966     MONUMENTED       UPRR
 MO0084  HISTORY     - 1967     GOOD             NGS
 MO0084  HISTORY     - 1978     MARK NOT FOUND   DOD
 MO0084
 MO0084                          STATION DESCRIPTION
 MO0084
 MO0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 MO0084'0.1 MI W FROM PINE BLUFFS.
 MO0084'AT PINE BLUFFS, 377.4 FEET WEST OF THE WEST FACE OF THE UNION
 MO0084'PACIFIC DEPOT, 93 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND
 MO0084'MAIN TRACK, 66.9 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 MO0084'MAIN TRACK, 166.1 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 MO0084'30, SET IN A 1 FT BY 1 FT CONCRETE PEDESTAL AT GROUND
 MO0084'LEVEL.
 MO0084
 MO0084                          STATION RECOVERY (1978)
 MO0084
 MO0084'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978
 MO0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0594 ***********************************************************************
 MP0594  DESIGNATION -  NO NAME
 MP0594  PID         -  MP0594
 MP0594  STATE/COUNTY-  WY/CARBON
 MP0594  USGS QUAD   -  OVERLAND CROSSING (1982)
 MP0594
 MP0594                         *CURRENT SURVEY CONTROL
 MP0594  ___________________________________________________________________
 MP0594* NAD 83(1993)-  41 33 44.92902(N)    106 54 42.76627(W)     ADJUSTED  
 MP0594* NAVD 88     -      2191.2    (meters)    7189.     (feet)  VERTCON   
 MP0594  ___________________________________________________________________
 MP0594  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 MP0594  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 MP0594
 MP0594  HORZ ORDER  -  THIRD
 MP0594
 MP0594.The horizontal coordinates were established by classical geodetic methods
 MP0594.and adjusted by the National Geodetic Survey in January 1997..
 MP0594
 MP0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0594
 MP0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0594
 MP0594.The geoid height was determined by GEOID03.
 MP0594
 MP0594;                    North         East     Units Scale Factor Converg.
 MP0594;SPC WYEC     -   218,071.637   435,153.777   MT  0.99995270   +0 16 46.6
 MP0594;UTM  13      - 4,602,965.743   340,579.106   MT  0.99991277   -1 16 07.2
 MP0594
 MP0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0594!SPC WYEC     -   0.99965844  x   0.99995270  =   0.99961115
 MP0594!UTM  13      -   0.99965844  x   0.99991277  =   0.99957124
 MP0594
 MP0594:                Primary Azimuth Mark                     Grid Az
 MP0594:SPC WYEC     -  PLATTE                                   085 44 52.3
 MP0594:UTM  13      -  PLATTE                                   087 17 46.1
 MP0594
 MP0594|---------------------------------------------------------------------|
 MP0594| PID    Reference Object                     Distance      Geod. Az  |
 MP0594|                                                           dddmmss.s |
 MP0594| MP0593 PLATTE                              APPROX. 7.1 KM 0860138.9 |
 MP0594|---------------------------------------------------------------------|
 MP0594
 MP0594                          SUPERSEDED SURVEY CONTROL
 MP0594
 MP0594  NAD 83(1986)-  41 33 44.92105(N)    106 54 42.75819(W) AD(       ) 3
 MP0594  NAD 27      -  41 33 45.05565(N)    106 54 40.61981(W) AD(       ) 3
 MP0594  NGVD 29 (07/19/86) 2190.0    (m)         7185.     (f) VERT ANG       
 MP0594
 MP0594.Superseded values are not recommended for survey control.
 MP0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0594.See file dsdata.txt to determine how the superseded data were derived.
 MP0594
 MP0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4057902966(NAD 83)
 MP0594_MARKER: DD = SURVEY DISK
 MP0594_SETTING: 66 = SET IN ROCK OUTCROP
 MP0594_SP_SET: SET IN BEDROCK
 MP0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0594+STABILITY: POSITION/ELEVATION WELL
 MP0594
 MP0594  HISTORY     - Date     Condition        Report By
 MP0594  HISTORY     - 1953     MONUMENTED       USGS
 MP0594
 MP0594                          STATION DESCRIPTION
 MP0594
 MP0594'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0594'STATION IS LOCATED APPROXIMATELY 9 MI. (AIRLINE) NW. OF SARATOGA,
 MP0594'WYOMING, 0.5 MI. N. OF THE NORTH PLATTE RIVER, IN T 18 N, R 35 W,
 MP0594'SEC. 1, ON THE HIGHEST POINT AND SW. END OF A ROCKY POINT.
 MP0594'
 MP0594'TO REACH FROM THE POST OFFICE IN SARATOGA, WYOMING, GO W. TO STATE
 MP0594'HIGHWAY 130, TURN RIGHT (N.) AND CONTINUE ALONG HIGHWAY 6.3 MI. TO
 MP0594'GRADED DIRT RD. W.  THENCE LEFT (W.) ALONG RD. 1.2 MI. TO TRACK RD.,
 MP0594'GO RIGHT (W.) ALONG TRACK RD. 1.7 MI. TO FORKS, TAKE RIGHT FORK 1.6
 MP0594'MI. TO FIELD, CONTINUE W. ACROSS FIELD 0.8 MI. TO CROSSROADS, TURN
 MP0594'LEFT (SW.) 0.05 MI. TO FORK, CONTINUE ON STRAIGHT AHEAD 1.1 MI. TO
 MP0594'TOP OF RIDGE, GO LEFT (SE.) ACROSS COUNTRY UP RIDGE 0.2 MI. TO END
 MP0594'OF TRUCK TRAVEL AT LARGE ROCK, STATION IS APPROXIMATELY 150 FT. S.
 MP0594'OF THIS POINT.
 MP0594'
 MP0594'STATION MARK--STANDARD TABLET, STAMPED ---NO NAME 1953 7184---,
 MP0594'CEMENTED IN OUTCROPPING BEDROCK.
 MP0594'
 MP0594'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0343 ***********************************************************************
 PX0343  DESIGNATION -  NO WHERE
 PX0343  PID         -  PX0343
 PX0343  STATE/COUNTY-  WY/BIG HORN
 PX0343  USGS QUAD   -  SCHUSTER FLATS NW (1976)
 PX0343
 PX0343                         *CURRENT SURVEY CONTROL
 PX0343  ___________________________________________________________________
 PX0343* NAD 83(1993)-  44 12 57.77300(N)    108 14 33.61993(W)     ADJUSTED  
 PX0343* NAVD 88     -      1573.     (meters)    5161.     (feet)  SCALED    
 PX0343  ___________________________________________________________________
 PX0343  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 PX0343  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 PX0343
 PX0343  HORZ ORDER  -  SECOND
 PX0343
 PX0343.The horizontal coordinates were established by classical geodetic methods
 PX0343.and adjusted by the National Geodetic Survey in January 1997..
 PX0343
 PX0343.The orthometric height was scaled from a topographic map.
 PX0343
 PX0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0343
 PX0343.The geoid height was determined by GEOID03.
 PX0343
 PX0343;                    North         East     Units Scale Factor Converg.
 PX0343;SPC WYEC     -   513,155.999   327,335.024   MT  1.00000242   -0 38 03.0
 PX0343;UTM  12      - 4,899,566.818   720,264.986   MT  1.00019672   +1 55 25.1
 PX0343
 PX0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0343!SPC WYEC     -   0.99975554  x   1.00000242  =   0.99975796
 PX0343!UTM  12      -   0.99975554  x   1.00019672  =   0.99995221
 PX0343
 PX0343                          SUPERSEDED SURVEY CONTROL
 PX0343
 PX0343  NAD 83(1986)-  44 12 57.76410(N)    108 14 33.61798(W) AD(       ) 2
 PX0343  NAD 27      -  44 12 57.92260(N)    108 14 31.23870(W) AD(       ) 2
 PX0343
 PX0343.Superseded values are not recommended for survey control.
 PX0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0343.See file dsdata.txt to determine how the superseded data were derived.
 PX0343
 PX0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2026599567(NAD 83)
 PX0343_MARKER: I = METAL ROD
 PX0343_SETTING: 0 = UNSPECIFIED SETTING
 PX0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0343
 PX0343  HISTORY     - Date     Condition        Report By
 PX0343  HISTORY     - 1957     MONUMENTED       CGS
 PX0343
 PX0343                          STATION DESCRIPTION
 PX0343
 PX0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0343'STATION IS ABOUT 13-1/2 MILES WEST AND 3-1/2 MILES SOUTH
 PX0343'OF MANDERSON, ABOUT 5-1/2 MILES SOUTH OF ELK CREEK AND 3 MILES
 PX0343'SOUTH OF THE HEAD OF FIVE MILE CREEK.  IT IS ON THE SUMMIT
 PX0343'OF A PROMINENT HILL AND IS THE HIGHEST POINT OF THE BADLANDS
 PX0343'LYING TO THE WEST OF MANDERSON AND TO THE SOUTH OF OTTO.
 PX0343'THE HILL APPEARS AS A SHARP POINT WHEN VIEWED FROM THE NORTH
 PX0343'AND AS A SUGAR-LOAF-LIKE BUTTE WHEN VIEWED FROM THE EAST.
 PX0343'
 PX0343'IT IS 1 INCH GALVANIZED PIPE WHICH PROJECTS 6 INCHES AND TO
 PX0343'WHICH IS ATTACHED A METAL TAG STAMPED NO WHERE.  A TRAVERSE
 PX0343'CONNECTION WAS MADE TO STATION CANDY AND THE DISTANCE WAS
 PX0343'FOUND TO BE 2.940 METERS OR 9.64 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0446 ***********************************************************************
 NR0446  DESIGNATION -  NOMAD
 NR0446  PID         -  NR0446
 NR0446  STATE/COUNTY-  WY/NATRONA
 NR0446  USGS QUAD   -  SAVAGE PEAK (1981)
 NR0446
 NR0446                         *CURRENT SURVEY CONTROL
 NR0446  ___________________________________________________________________
 NR0446* NAD 83(1993)-  42 29 21.37376(N)    107 16 46.86627(W)     ADJUSTED  
 NR0446* NAVD 88     -      2391.5    (meters)    7846.     (feet)  VERTCON   
 NR0446  ___________________________________________________________________
 NR0446  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 NR0446  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 NR0446
 NR0446  HORZ ORDER  -  THIRD
 NR0446
 NR0446.The horizontal coordinates were established by classical geodetic methods
 NR0446.and adjusted by the National Geodetic Survey in January 1997..
 NR0446
 NR0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0446
 NR0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0446
 NR0446.The geoid height was determined by GEOID03.
 NR0446
 NR0446;                    North         East     Units Scale Factor Converg.
 NR0446;SPC WYEC     -   320,922.920   404,410.312   MT  0.99993774   +0 02 10.5
 NR0446;UTM  13      - 4,706,619.886   312,650.659   MT  1.00003187   -1 32 25.0
 NR0446
 NR0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0446!SPC WYEC     -   0.99962700  x   0.99993774  =   0.99956476
 NR0446!UTM  13      -   0.99962700  x   1.00003187  =   0.99965886
 NR0446
 NR0446:                Primary Azimuth Mark                     Grid Az
 NR0446:SPC WYEC     -  E 31                                     180 40 57.8
 NR0446:UTM  13      -  E 31                                     182 15 33.3
 NR0446
 NR0446|---------------------------------------------------------------------|
 NR0446| PID    Reference Object                     Distance      Geod. Az  |
 NR0446|                                                           dddmmss.s |
 NR0446| NR0184 E 31                                APPROX. 5.8 KM 1804308.3 |
 NR0446|---------------------------------------------------------------------|
 NR0446
 NR0446                          SUPERSEDED SURVEY CONTROL
 NR0446
 NR0446  NAD 83(1986)-  42 29 21.36203(N)    107 16 46.85936(W) AD(       ) 3
 NR0446  NAD 27      -  42 29 21.51395(N)    107 16 44.64035(W) AD(       ) 3
 NR0446  NGVD 29 (07/19/86) 2390.5    (m)         7843.     (f) VERT ANG       
 NR0446
 NR0446.Superseded values are not recommended for survey control.
 NR0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0446.See file dsdata.txt to determine how the superseded data were derived.
 NR0446
 NR0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH1265106620(NAD 83)
 NR0446_MARKER: DD = SURVEY DISK
 NR0446_SETTING: 66 = SET IN ROCK OUTCROP
 NR0446_SP_SET: SET IN ROCK OUTCROP
 NR0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0446+STABILITY: POSITION/ELEVATION WELL
 NR0446
 NR0446  HISTORY     - Date     Condition        Report By
 NR0446  HISTORY     - 1948     MONUMENTED       USGS
 NR0446
 NR0446                          STATION DESCRIPTION
 NR0446
 NR0446'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0446'STATION IS LOCATED ABOUT 15 MI. NE. OF THREE FORKS, 30 MI. SW. OF
 NR0446'ALCOVA, 7 MI. W. OF INDEPENDENCE ROCK, AND 4 MI. SW. OF SODA LAKE.
 NR0446'
 NR0446'TO REACH FROM ALCOVA POST OFFICE, GO SW. ON STATE HIGHWAY 220 19.6 MI.
 NR0446'TO RD. ON RIGHT, TURN RIGHT ACROSS CATTLEGUARD AND TAKE LEFT FORK 3.0
 NR0446'MI. W. TO ANOTHER CATTLEGUARD, CONTINUE 0.8 MI. TO CATTLEGUARD, INTO
 NR0446'RANCH, PASS THRU GATE AT LEFT OF CORRAL AND GO ACROSS BRIDGE, CONTINUE
 NR0446'0.1 MI. TO GATE, THEN 0.7 MI. TO FORK IN RD., TAKE RIGHT FORK 1.2 MI.
 NR0446'TO RD. FORK, TAKE LEFT FORK 2.6 MI. TO GATE, CONTINUE 1.4 MI. TO A RD.
 NR0446'FORK, TAKE LEFT FORK 0.3 MI. TO GATE, TURN LEFT, LEAVE TRUCK TRAIL
 NR0446'AND GO 0.3 MI. TO END OF JEEP TRAVEL, CONTINUE ON FOOT N. FOR ABOUT
 NR0446'ONE HOUR TO TOP OF HILL AND STATION.
 NR0446'
 NR0446'STATION MARK--STANDARD TABLET STAMPED ---NOMAD 1948---, CEMENTED IN
 NR0446'SOLID ROCK.
 NR0446'
 NR0446'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED ---NOMAD NO.
 NR0446'1 1948---, SET IN ROCK, 21.34 FT. FROM STATION, N 77 DEG 43 MIN E.
 NR0446'
 NR0446'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED ---NOMAD NO.
 NR0446'2 1948---, SET IN ROCK, 32.17 FT. FROM STATION, N 29 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0294 ***********************************************************************
 OW0294  DESIGNATION -  NOME
 OW0294  PID         -  OW0294
 OW0294  STATE/COUNTY-  WY/FREMONT
 OW0294  USGS QUAD   -  MAVERICK SPRING (1978)
 OW0294
 OW0294                         *CURRENT SURVEY CONTROL
 OW0294  ___________________________________________________________________
 OW0294* NAD 83(1993)-  43 23 38.16263(N)    108 52 52.46865(W)     ADJUSTED  
 OW0294* NAVD 88     -      1900.     (meters)    6234.     (feet)  SCALED    
 OW0294  ___________________________________________________________________
 OW0294  LAPLACE CORR-         -12.83  (seconds)                    DEFLEC99
 OW0294  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 OW0294
 OW0294  HORZ ORDER  -  THIRD
 OW0294
 OW0294.The horizontal coordinates were established by classical geodetic methods
 OW0294.and adjusted by the National Geodetic Survey in January 1997..
 OW0294
 OW0294.The orthometric height was scaled from a topographic map.
 OW0294
 OW0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0294
 OW0294.The geoid height was determined by GEOID03.
 OW0294
 OW0294;                    North         East     Units Scale Factor Converg.
 OW0294;SPC WYWC     -   321,424.134   589,367.742   MT  0.99993889   -0 05 24.6
 OW0294;UTM  12      - 4,806,742.185   671,591.430   MT  0.99996219   +1 27 21.5
 OW0294
 OW0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0294!SPC WYWC     -   0.99970391  x   0.99993889  =   0.99964282
 OW0294!UTM  12      -   0.99970391  x   0.99996219  =   0.99966612
 OW0294
 OW0294:                Primary Azimuth Mark                     Grid Az
 OW0294:SPC WYWC     -  NOME AZ MK                               071 09 10.6
 OW0294:UTM  12      -  NOME AZ MK                               069 36 24.5
 OW0294
 OW0294|---------------------------------------------------------------------|
 OW0294| PID    Reference Object                     Distance      Geod. Az  |
 OW0294|                                                           dddmmss.s |
 OW0294| CP6320 NOME AZ MK                                         0710346.0 |
 OW0294| CP6321 NOME RM 1                             8.015 METERS 10300     |
 OW0294| CP6322 NOME RM 2                             5.450 METERS 18852     |
 OW0294|---------------------------------------------------------------------|
 OW0294
 OW0294                          SUPERSEDED SURVEY CONTROL
 OW0294
 OW0294  NAD 83(1986)-  43 23 38.15193(N)    108 52 52.47153(W) AD(       ) 3
 OW0294  NAD 27      -  43 23 38.30700(N)    108 52 50.02800(W) AD(       ) 3
 OW0294
 OW0294.Superseded values are not recommended for survey control.
 OW0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0294.See file dsdata.txt to determine how the superseded data were derived.
 OW0294
 OW0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7159106742(NAD 83)
 OW0294_MARKER: DS = TRIANGULATION STATION DISK
 OW0294_SETTING: 66 = SET IN ROCK OUTCROP
 OW0294
 OW0294  HISTORY     - Date     Condition        Report By
 OW0294  HISTORY     - 1936     MONUMENTED       CGS
 OW0294  HISTORY     - 1944     GOOD             LOCENG
 OW0294
 OW0294                          STATION DESCRIPTION
 OW0294
 OW0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0294'ABOUT 10 MILES NORTH AND 9 MILES WEST OF PAVILLION, ON ROUGH
 OW0294'BARE ROCKY RIDGE RUNNING EAST-SOUTHEAST AND WEST-NORTHWEST, FIRST
 OW0294'HIGH RIDGE 1 MILE SOUTHWEST OF MAVERICK SPRINGS CREEK, 100
 OW0294'YARDS WEST OF ROAD FROM PAVILLION.  TO REACH FROM END OF PAVEMENT
 OW0294'AT TRANSFORMER STATION IN PAVILLION, GO NORTH ON MAVERICK SPRINGS
 OW0294'ROAD 6.2 MILES TO POINT WHERE NEW GRADE TURNS RIGHT.  KEEP
 OW0294'TO RIGHT FORK STRAIGHT AHEAD (NORTHWEST) AND GO 2.3 MILES
 OW0294'TO BARQUIN MINE MAIL BOX AND FORK.  TAKE LEFT FORK AND GO
 OW0294'NORTHWEST 0.3 MILE TO NORTH BASE OF HILL.  CONTINUE NORTHWESTERLY
 OW0294'1/4 MILE TO CROSSROADS SIGN BARQUIN COAL MINE 2 MI.  ROAD
 OW0294'STRAIGHT AHEAD (NORTHWESTERLY) IS OLD GRADED ROAD AND IS
 OW0294'MAVERICK SPRINGS ROAD.  FOLLOW THIS MAIN-TRAVELED ROAD 6.0
 OW0294'MILES FROM CROSSROADS TO ROAD SUMMIT WITH LOW WHITE CLIFFS TO
 OW0294'WEST, AND STATION AT CAIRN VISIBLE 200 YARDS TO WEST, ON
 OW0294'HIGHEST POINT IN VICINITY.  STATION MARK IS STANDARD DISK IN
 OW0294'OUTCROPPING BEDROCK  REFERENCE AND AZIMUTH MARKS ARE
 OW0294'STANDARD DISKS IN OUTCROPPING BEDROCK.  NO. 1 IS
 OW0294'8.015 METERS (26.30 FEET) EAST OF STATION
 OW0294'S 77 DEG 00 MIN E.  NO. 2 IS 5.450 METERS (17.88 FEET) SOUTH
 OW0294'S 8 DEG 52 MIN W.  AZIMUTH MARK IS ON LARGE SANDSTONE
 OW0294'ROCK WHICH STANDS ABOUT 6 FEET HIGHER THAN SURROUNDING
 OW0294'GROUND, AND IS APPROXIMATELY 0.3 MILE EAST OF STATION
 OW0294'N 71 DEG 04 MIN E.
 OW0294
 OW0294                          STATION RECOVERY (1944)
 OW0294
 OW0294'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (COS)
 OW0294'STATION RECOVERED BY THE CARTER OIL CO.
 OW0294'
 OW0294'DESCRIPTION IS SATISFACTORY.  CONDITION OF MARK IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0454 ***********************************************************************
 MQ0454  DESIGNATION -  NORTH
 MQ0454  PID         -  MQ0454
 MQ0454  STATE/COUNTY-  WY/SWEETWATER
 MQ0454  USGS QUAD   -  BOARS TUSK SW (1986)
 MQ0454
 MQ0454                         *CURRENT SURVEY CONTROL
 MQ0454  ___________________________________________________________________
 MQ0454* NAD 83(1993)-  41 45 35.09174(N)    109 10 15.15061(W)     ADJUSTED  
 MQ0454* NAVD 88     -      2237.9    (meters)    7342.     (feet)  VERTCON   
 MQ0454  ___________________________________________________________________
 MQ0454  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 MQ0454  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 MQ0454
 MQ0454  HORZ ORDER  -  THIRD
 MQ0454
 MQ0454.The horizontal coordinates were established by classical geodetic methods
 MQ0454.and adjusted by the National Geodetic Survey in January 1997..
 MQ0454
 MQ0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0454
 MQ0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0454
 MQ0454.The geoid height was determined by GEOID03.
 MQ0454
 MQ0454;                    North         East     Units Scale Factor Converg.
 MQ0454;SPC WYWC     -   139,979.945   565,001.466   MT  0.99995257   -0 16 49.1
 MQ0454;UTM  12      - 4,624,718.625   652,055.209   MT  0.99988452   +1 13 06.4
 MQ0454
 MQ0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0454!SPC WYWC     -   0.99965133  x   0.99995257  =   0.99960391
 MQ0454!UTM  12      -   0.99965133  x   0.99988452  =   0.99953589
 MQ0454
 MQ0454:                Primary Azimuth Mark                     Grid Az
 MQ0454:SPC WYWC     -  CROSS                                    052 57 09.9
 MQ0454:UTM  12      -  CROSS                                    051 27 14.4
 MQ0454
 MQ0454|---------------------------------------------------------------------|
 MQ0454| PID    Reference Object                     Distance      Geod. Az  |
 MQ0454|                                                           dddmmss.s |
 MQ0454| MQ0453 CROSS                               APPROX.13.5 KM 0524020.8 |
 MQ0454|---------------------------------------------------------------------|
 MQ0454
 MQ0454                          SUPERSEDED SURVEY CONTROL
 MQ0454
 MQ0454  NAD 83(1986)-  41 45 35.07850(N)    109 10 15.14249(W) AD(       ) 3
 MQ0454  NAD 27      -  41 45 35.20839(N)    109 10 12.69092(W) AD(       ) 3
 MQ0454  NGVD 29 (07/19/86) 2236.6    (m)         7338.     (f) VERT ANG       
 MQ0454
 MQ0454.Superseded values are not recommended for survey control.
 MQ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0454.See file dsdata.txt to determine how the superseded data were derived.
 MQ0454
 MQ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM5205524719(NAD 83)
 MQ0454
 MQ0454  HISTORY     - Date     Condition        Report By
 MQ0454  HISTORY     - 1957     MONUMENTED       USGS
 MQ0454  HISTORY     - 1957     GOOD             USGS
 MQ0454
 MQ0454                          STATION DESCRIPTION
 MQ0454
 MQ0454'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MQ0454'STATION IS LOCATED ON MOST PROMINENT POINT, FURTHER MOST W. OF A
 MQ0454'RIDGE, ABOUT 13 MI. -AIRLINE NE. OF ROCK SPRINGS, 11 MI. WSW. OF
 MQ0454'SUPERIOR AND 1.0 MI. N. OF OLD COAL MINING CAMP OF WINTON, OVERLOOKING
 MQ0454'KILLPECKER CREEK  TO THE W. STATION, WHICH MAY BE REACHED BY TRUCK,
 MQ0454'WAS REACHED BY HELICOPTER.
 MQ0454'
 MQ0454'STATION MARK - ALUMINUM TABLET CEMENTED IN SOLID ROCK. STAMPED,
 MQ0454'---NORTH 1957---.
 MQ0454'
 MQ0454'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0456 ***********************************************************************
 OU0456  DESIGNATION -  NORTH BUTTE
 OU0456  PID         -  OU0456
 OU0456  STATE/COUNTY-  WY/CAMPBELL
 OU0456  USGS QUAD   -  NORTH BUTTE (1973)
 OU0456
 OU0456                         *CURRENT SURVEY CONTROL
 OU0456  ___________________________________________________________________
 OU0456* NAD 83(1993)-  43 48 30.91480(N)    105 57 20.10356(W)     ADJUSTED  
 OU0456* NAVD 88     -      1841.7    (meters)    6042.     (feet)  VERTCON   
 OU0456  ___________________________________________________________________
 OU0456  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 OU0456  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 OU0456
 OU0456  HORZ ORDER  -  THIRD
 OU0456
 OU0456.The horizontal coordinates were established by classical geodetic methods
 OU0456.and adjusted by the National Geodetic Survey in January 1997..
 OU0456
 OU0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0456
 OU0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0456
 OU0456.The geoid height was determined by GEOID03.
 OU0456
 OU0456;                    North         East     Units Scale Factor Converg.
 OU0456;SPC WY E     -   367,785.254   136,524.725   MT  0.99998704   -0 32 46.1
 OU0456;UTM  13      - 4,851,057.134   423,140.846   MT  0.99967266   -0 39 41.5
 OU0456
 OU0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0456!SPC WY E     -   0.99971356  x   0.99998704  =   0.99970060
 OU0456!UTM  13      -   0.99971356  x   0.99967266  =   0.99938631
 OU0456
 OU0456:                Primary Azimuth Mark                     Grid Az
 OU0456:SPC WY E     -  MIDDLE BUTTE                             153 07 53.1
 OU0456:UTM  13      -  MIDDLE BUTTE                             153 14 48.5
 OU0456
 OU0456|---------------------------------------------------------------------|
 OU0456| PID    Reference Object                     Distance      Geod. Az  |
 OU0456|                                                           dddmmss.s |
 OU0456| OU0452 MIDDLE BUTTE                        APPROX. 8.7 KM 1523507.0 |
 OU0456|---------------------------------------------------------------------|
 OU0456
 OU0456                          SUPERSEDED SURVEY CONTROL
 OU0456
 OU0456  NAD 83(1986)-  43 48 30.89567(N)    105 57 20.07798(W) AD(       ) 3
 OU0456  NAD 27      -  43 48 30.98848(N)    105 57 18.04177(W) AD(       ) 3
 OU0456  NGVD 29 (07/19/86) 1840.9    (m)         6040.     (f) VERT ANG       
 OU0456
 OU0456.Superseded values are not recommended for survey control.
 OU0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0456.See file dsdata.txt to determine how the superseded data were derived.
 OU0456
 OU0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ2314151057(NAD 83)
 OU0456_MARKER: DD = SURVEY DISK
 OU0456_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0456_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0456
 OU0456  HISTORY     - Date     Condition        Report By
 OU0456  HISTORY     - 1952     MONUMENTED       USGS
 OU0456
 OU0456                          STATION DESCRIPTION
 OU0456
 OU0456'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0456'STATION IS LOCATED APPROXIMATELY 15 MI. E. AND 3 MI. N. OF SUSSEX,
 OU0456'WYOMING, ON THE N. END OF THE MOST NORTHERN OF THREE LARGE PROMINENT
 OU0456'BUTTES.
 OU0456'
 OU0456'TO REACH FROM SUSSEX, WYOMING, PROCEED SE. ON STATE SECTION ROAD FOR
 OU0456'4.7 MI.  TURN LEFT ON TRAIL RD. JUST BEFORE CROSSING CATTLEGUARD FOR
 OU0456'1.7 MI.  TURN RIGHT AT Y-FORK IN TRAIL RDS. FOR 7.8 MI.  TURN RIGHT
 OU0456'AT Y-FORK FOR 3.1 MI.  TURN RIGHT AT Y-FORK IN TRAIL RD. FOR 6.1 MI.
 OU0456'TO GRADED RD.  TURN RIGHT ON GRADED RD. 0.5 MI.  TURN LEFT UP STREAM
 OU0456'BED FOR 0.5 MI.  TURN RIGHT OUT OF STREAM BED FOR 3.1 MI., UP TRAIL
 OU0456'RD. TO RIM OF BUTTE AND END OF TRUCK TRAVEL.  CLIMB TO TOP OF RIM
 OU0456'AND CONTINUE ALONG W. SIDE OF RIM TO N. END OF MESA AND STATION.
 OU0456'APPROXIMATELY 0.5 MI.  STATION IS ABOUT 75 FT. FROM THE NW. TIP OF
 OU0456'THE RIM.
 OU0456'
 OU0456'STATION MARK--STANDARD BRONZE TABLET, SET IN CONCRETE, IN A 1 IN.
 OU0456'PIPE, DRIVEN FLUSH WITH GROUND, STAMPED ---N. BUTTE 1952---.
 OU0456'
 OU0456'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN CONCRETE, IN
 OU0456'SOLID ROCK, 72.25 FT. W. OF STATION MARK, STAMPED ---N. BUTTE NO. 1
 OU0456'1952---, S 61 DEG 06 MIN E.
 OU0456'
 OU0456'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN CONCRETE, IN
 OU0456'SOLID ROCK, 89.98 FT. N. OF STATION MARK, STAMPED ---R.M. NO. 2
 OU0456'1952---, S 15 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1285 ***********************************************************************
 MO1285  DESIGNATION -  NORTH CANAL
 MO1285  PID         -  MO1285
 MO1285  STATE/COUNTY-  WY/ALBANY
 MO1285  USGS QUAD   -  MILLER (1978)
 MO1285
 MO1285                         *CURRENT SURVEY CONTROL
 MO1285  ___________________________________________________________________
 MO1285* NAD 83(1993)-  41 15 06.24401(N)    105 51 55.09964(W)     ADJUSTED  
 MO1285* NAVD 88     -      2273.6    (meters)    7459.     (feet)  VERTCON   
 MO1285  ___________________________________________________________________
 MO1285  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 MO1285  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 MO1285
 MO1285  HORZ ORDER  -  SECOND
 MO1285
 MO1285.The horizontal coordinates were established by classical geodetic methods
 MO1285.and adjusted by the National Geodetic Survey in January 1997..
 MO1285
 MO1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1285
 MO1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1285
 MO1285.The geoid height was determined by GEOID03.
 MO1285
 MO1285;                    North         East     Units Scale Factor Converg.
 MO1285;SPC WY E     -    83,711.417   141,447.573   MT  0.99997968   -0 27 38.4
 MO1285;UTM  13      - 4,567,063.562   427,503.706   MT  0.99966468   -0 34 14.1
 MO1285
 MO1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1285!SPC WY E     -   0.99964526  x   0.99997968  =   0.99962495
 MO1285!UTM  13      -   0.99964526  x   0.99966468  =   0.99931006
 MO1285
 MO1285:                Primary Azimuth Mark                     Grid Az
 MO1285:SPC WY E     -  NORTH CANAL AZ MK                        033 49 17.0
 MO1285:UTM  13      -  NORTH CANAL AZ MK                        033 55 52.7
 MO1285
 MO1285|---------------------------------------------------------------------|
 MO1285| PID    Reference Object                     Distance      Geod. Az  |
 MO1285|                                                           dddmmss.s |
 MO1285| CQ3632 NORTH CANAL AZ MK                                  0332138.6 |
 MO1285| CQ3633 NORTH CANAL RM 1                      7.485 METERS 10805     |
 MO1285| CQ3634 NORTH CANAL RM 2                      7.030 METERS 19810     |
 MO1285|---------------------------------------------------------------------|
 MO1285
 MO1285                          SUPERSEDED SURVEY CONTROL
 MO1285
 MO1285  NAD 83(1986)-  41 15 06.23088(N)    105 51 55.09936(W) AD(       ) 2
 MO1285  NAD 27      -  41 15 06.32500(N)    105 51 53.10100(W) AD(       ) 2
 MO1285  NGVD 29 (07/19/86) 2272.5    (m)         7456.     (f) VERT ANG       
 MO1285
 MO1285.Superseded values are not recommended for survey control.
 MO1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1285.See file dsdata.txt to determine how the superseded data were derived.
 MO1285
 MO1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF2750467064(NAD 83)
 MO1285_MARKER: DS = TRIANGULATION STATION DISK
 MO1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1285
 MO1285  HISTORY     - Date     Condition        Report By
 MO1285  HISTORY     - 1948     MONUMENTED       CGS
 MO1285
 MO1285                          STATION DESCRIPTION
 MO1285
 MO1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1285'THE STATION IS LOCATED ON THE NORTHWEST AND HIGHER END OF A
 MO1285'BARE, ISOLATED RIDGE WHICH IS ABOUT 100 YARDS LONG AND RISING
 MO1285'100 FEET ABOVE THE LARAMIE PLAINS.  ABOUT 15 MILES AIR LINE
 MO1285'WEST-SOUTHWEST OF LARAMIE.  ABOUT 2 MILES AIR LINE EAST OF THE
 MO1285'EAST END OF HATTIE LAKE.  ABOUT 0.5 MILE AIR LINE NORTH OF NORTH
 MO1285'CANAL.  ABOUT 0.5 MILE AIR LINE NORTH OF A SIMILAR BUTTE THAT
 MO1285'IS LOWER.  AND ABOUT 0.35 MILE AIR LINE WEST OF A WELL
 MO1285'TRAVELED, NORTH-SOUTH RANCH ROAD.  THE STATION MARK IS 30 FEET
 MO1285'SOUTHEAST OF WHERE RIDGE DROPS SHARPLY TO THE NORTHWEST, 30
 MO1285'FEET WEST OF A NORTH-SOUTH FENCE LINE, 8 FEET EAST OF A
 MO1285'WHITE WITNESS POST, PROJECTS 6 INCHES AND STAMPED, NORTH
 MO1285'CANAL 1948.
 MO1285'
 MO1285'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MO1285'THE STATION MARK, PROJECTS 8 INCHES AND STAMPED, NORTH CANAL
 MO1285'NO 1 1948.
 MO1285'
 MO1285'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MO1285'STATION MARK, PROJECTS 8 INCHES AND STAMPED, NORTH CANAL NO 2
 MO1285'1948.
 MO1285'
 MO1285'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO THE STATION, 12
 MO1285'FEET EAST OF THE CENTER LINE OF TRACK ROAD, 4 FEET SOUTH OF
 MO1285'A WHITE WITNESS POST, AND PROJECTS 8 INCHES AND STAMPED,
 MO1285'NORTH CANAL 1948.
 MO1285'
 MO1285'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 230
 MO1285'AND 130, GO WEST ON STATE HIGHWAY 130 FOR 13.9 MILES TO A TRACK
 MO1285'ROAD ON THE LEFT, SOUTH, WHICH IS ABOUT 200 YARDS SOUTHEAST
 MO1285'OF STOCK PENS ALONG RAILROAD.  TURN LEFT ON TRACK ROAD AND GO
 MO1285'0.35 MILE TO FORK JUST AFTER CROSSING A CATTLE GUARD.  TAKE
 MO1285'RIGHT FORK WHICH FOLLOWS ALONG THE EAST SIDE OF A NORTH-SOUTH
 MO1285'FENCE AND GO 3.3 MILES TO THE AZIMUTH MARK ON THE LEFT,
 MO1285'EAST.  CONTINUE ON ROAD FOR 0.2 MILE.  HERE TURN RIGHT, WEST,
 MO1285'AND GO ACROSS COUNTRY FOR 0.35 MILE TO THE TOP OF THE RIDGE AND
 MO1285'STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0534 ***********************************************************************
 NR0534  DESIGNATION -  NORTH FORK
 NR0534  PID         -  NR0534
 NR0534  STATE/COUNTY-  WY/CARBON
 NR0534  USGS QUAD   -  FOURMILE RIDGE (1982)
 NR0534
 NR0534                         *CURRENT SURVEY CONTROL
 NR0534  ___________________________________________________________________
 NR0534* NAD 83(1993)-  42 19 13.23297(N)    106 44 26.63310(W)     ADJUSTED  
 NR0534* NAVD 88     -      2085.0    (meters)    6841.     (feet)  VERTCON   
 NR0534  ___________________________________________________________________
 NR0534  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 NR0534  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 NR0534
 NR0534  HORZ ORDER  -  THIRD
 NR0534
 NR0534.The horizontal coordinates were established by classical geodetic methods
 NR0534.and adjusted by the National Geodetic Survey in January 1997..
 NR0534
 NR0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0534
 NR0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0534
 NR0534.The geoid height was determined by GEOID03.
 NR0534
 NR0534;                    North         East     Units Scale Factor Converg.
 NR0534;SPC WYEC     -   302,328.062   448,847.530   MT  0.99996685   +0 23 56.4
 NR0534;UTM  13      - 4,686,811.759   356,559.977   MT  0.99985316   -1 10 19.9
 NR0534
 NR0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0534!SPC WYEC     -   0.99967506  x   0.99996685  =   0.99964193
 NR0534!UTM  13      -   0.99967506  x   0.99985316  =   0.99952827
 NR0534
 NR0534:                Primary Azimuth Mark                     Grid Az
 NR0534:SPC WYEC     -  TOPS                                     317 15 59.9
 NR0534:UTM  13      -  TOPS                                     318 50 16.2
 NR0534
 NR0534|---------------------------------------------------------------------|
 NR0534| PID    Reference Object                     Distance      Geod. Az  |
 NR0534|                                                           dddmmss.s |
 NR0534| NR0545 TOPS                                APPROX. 6.3 KM 3173956.3 |
 NR0534|---------------------------------------------------------------------|
 NR0534
 NR0534                          SUPERSEDED SURVEY CONTROL
 NR0534
 NR0534  NAD 83(1986)-  42 19 13.21985(N)    106 44 26.62332(W) AD(       ) 3
 NR0534  NGVD 29 (09/08/93) 2084.0    (m)         6837.     (f) VERT ANG       
 NR0534
 NR0534.Superseded values are not recommended for survey control.
 NR0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0534.See file dsdata.txt to determine how the superseded data were derived.
 NR0534
 NR0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5656086812(NAD 83)
 NR0534_MARKER: DS = TRIANGULATION STATION DISK
 NR0534_SETTING: 0 = UNSPECIFIED SETTING
 NR0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0534
 NR0534  HISTORY     - Date     Condition        Report By
 NR0534  HISTORY     - 1951     MONUMENTED       USGS
 NR0534
 NR0534                          STATION DESCRIPTION
 NR0534
 NR0534'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0534'STATION IS LOCATED ABOUT 2.5 MI. N. AND 1.0 MI. E. OF LEO, WYOMING,
 NR0534'POST OFFICE, ON E. SLOPE OF LOW RIDGE.
 NR0534'
 NR0534'TO REACH FROM LEO POST OFFICE, PROCEED NORTHERLY ALONG CASPER RD. 7.0
 NR0534'MI. TO BEND IN RD. WHERE TRAIL RD. TURNS SHARPLY RIGHT AND SE.
 NR0534'PROCEED ON TRAIL RD. 1.2 MI. TO -Y- FORK IN TRAIL RD.  STATION LIES
 NR0534'118 FT. S. IN -Y- OF TRAIL RDS.
 NR0534'
 NR0534'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 4 IN.
 NR0534'ABOVE GROUND, AND STAMPED---LFR-NORTH FORK 1951---.
 NR0534'
 NR0534'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0431 ***********************************************************************
 OW0431  DESIGNATION -  NOSE
 OW0431  PID         -  OW0431
 OW0431  STATE/COUNTY-  WY/FREMONT
 OW0431  USGS QUAD   -  MULE BUTTE (1978)
 OW0431
 OW0431                         *CURRENT SURVEY CONTROL
 OW0431  ___________________________________________________________________
 OW0431* NAD 83(1993)-  43 00 35.03083(N)    108 37 50.06199(W)     ADJUSTED  
 OW0431* NAVD 88     -      1631.1    (meters)    5351.     (feet)  VERTCON   
 OW0431  ___________________________________________________________________
 OW0431  LAPLACE CORR-         -11.58  (seconds)                    DEFLEC99
 OW0431  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 OW0431
 OW0431  HORZ ORDER  -  THIRD
 OW0431
 OW0431.The horizontal coordinates were established by classical geodetic methods
 OW0431.and adjusted by the National Geodetic Survey in January 1997..
 OW0431
 OW0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0431
 OW0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0431
 OW0431.The geoid height was determined by GEOID03.
 OW0431
 OW0431;                    North         East     Units Scale Factor Converg.
 OW0431;SPC WYWC     -   278,741.653   609,736.067   MT  0.99993867   +0 04 53.3
 OW0431;UTM  12      - 4,764,619.765   693,101.541   MT  1.00005874   +1 37 00.3
 OW0431
 OW0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0431!SPC WYWC     -   0.99974632  x   0.99993867  =   0.99968500
 OW0431!UTM  12      -   0.99974632  x   1.00005874  =   0.99980504
 OW0431
 OW0431:                Primary Azimuth Mark                     Grid Az
 OW0431:SPC WYWC     -  THIMBLE                                  001 45 28.2
 OW0431:UTM  12      -  THIMBLE                                  000 13 21.2
 OW0431
 OW0431|---------------------------------------------------------------------|
 OW0431| PID    Reference Object                     Distance      Geod. Az  |
 OW0431|                                                           dddmmss.s |
 OW0431| OW0448 THIMBLE                             APPROX. 2.3 KM 0015021.5 |
 OW0431|---------------------------------------------------------------------|
 OW0431
 OW0431                          SUPERSEDED SURVEY CONTROL
 OW0431
 OW0431  NAD 83(1986)-  43 00 35.01019(N)    108 37 50.07205(W) AD(       ) 3
 OW0431  NGVD 29 (11/06/89) 1630.1    (m)         5348.     (f) VERT ANG       
 OW0431
 OW0431.Superseded values are not recommended for survey control.
 OW0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0431.See file dsdata.txt to determine how the superseded data were derived.
 OW0431
 OW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9310264620(NAD 83)
 OW0431_MARKER: DD = SURVEY DISK
 OW0431_SETTING: 0 = UNSPECIFIED SETTING
 OW0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0431
 OW0431  HISTORY     - Date     Condition        Report By
 OW0431  HISTORY     - 1948     MONUMENTED       USGS
 OW0431  HISTORY     - 1949     GOOD             USGS
 OW0431
 OW0431                          STATION DESCRIPTION
 OW0431
 OW0431'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 OW0431'STATION LOCATED 10.0 MI. SSE. OF KINNEAR POST OFFICE, ABOUT 7.5 MI.
 OW0431'ESE. OF ETHETE, ABOUT 4.5 MI. SW. OF WIND RIVER, ABOUT 0.7 MI. NE. OF
 OW0431'LITTLE WIND RIVER, AND ON RIM OF HIGHER MESA N. OF LITTLE WIND RIVER.
 OW0431'LOCATED IN SEC. 3, T 1 S, R 2 E.
 OW0431'
 OW0431'TO REACH FROM THE NW. CORNER OF THE ST. MICHAEL MISSION IN ETHETE, GO
 OW0431'ESE. 12.0 MI. ON WELL TRAVELED GRADED RD. TO LITTLE WIND RIVER BRIDGE,
 OW0431'CONTINUE STRAIGHT AHEAD 0.1 MI. CROSSING CANAL BRIDGE, TURN LEFT ON
 OW0431'CANAL RD. AND GO 2.9 MI. NW. TO TRACK Y-FORK ON RIGHT.  THIS POINT IS
 OW0431'ON N. SIDE OF RIGHT ANGLE IN FENCE LINE AND AT TOE OF SLOPE OF HIGHER
 OW0431'MESA.  TURN RIGHT AND TAKE TRACK FORK NE. UP SLOPE TO HIGHER MESA 0.4
 OW0431'MI., TURN LEFT AND DRIVE W. ALONG BACKBONE OF SMALL RIDGE 0.4 MI. TO
 OW0431'STATION.
 OW0431'
 OW0431'STATION MARK--STANDARD USGS TABLET STAMPED---NOSE 1948 TJW--- AND
 OW0431'SET IN A CONCRETE MONUMENT PROJECTING 0.1 FT. ABOVE GROUND.
 OW0431'
 OW0431'REFERENCE MARKS--SET IN CONCRETE MONUMENTS PROJECTING 0.1 FT. ABOVE
 OW0431'GROUND.
 OW0431'
 OW0431'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET STAMPED---NOSE
 OW0431'NO. 1 1948 TJW---, 47.80 FT. ENE. OF STATION, N 70 DEGREES
 OW0431'50 MINUTES, SW.
 OW0431'
 OW0431'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET STAMPED---NOSE
 OW0431'NO. 2 1948 TJW---, 41.80 FT. S. OF STATION, N 08 DEGREES
 OW0431'17 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0464 ***********************************************************************
 PX0464  DESIGNATION -  NOTCH
 PX0464  PID         -  PX0464
 PX0464  STATE/COUNTY-  WY/PARK
 PX0464  USGS QUAD   -  POLLUX PEAK (1991)
 PX0464
 PX0464                         *CURRENT SURVEY CONTROL
 PX0464  ___________________________________________________________________
 PX0464* NAD 83(1993)-  44 37 51.20129(N)    109 56 07.29235(W)     ADJUSTED  
 PX0464* NAVD 88     -      3339.2    (meters)   10955.     (feet)  VERTCON   
 PX0464  ___________________________________________________________________
 PX0464  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 PX0464  GEOID HEIGHT-          -7.57  (meters)                     GEOID03
 PX0464
 PX0464  HORZ ORDER  -  THIRD
 PX0464
 PX0464.The horizontal coordinates were established by classical geodetic methods
 PX0464.and adjusted by the National Geodetic Survey in January 1997..
 PX0464
 PX0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0464
 PX0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0464
 PX0464.The geoid height was determined by GEOID03.
 PX0464
 PX0464;                    North         East     Units Scale Factor Converg.
 PX0464;SPC WYWC     -   459,531.902   505,945.856   MT  1.00004625   -0 49 58.1
 PX0464;UTM  12      - 4,942,499.430   584,447.061   MT  0.99968769   +0 44 52.8
 PX0464
 PX0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0464!SPC WYWC     -   0.99947790  x   1.00004625  =   0.99952412
 PX0464!UTM  12      -   0.99947790  x   0.99968769  =   0.99916575
 PX0464
 PX0464:                Primary Azimuth Mark                     Grid Az
 PX0464:SPC WYWC     -  SUNLIGHT                                 101 42 29.5
 PX0464:UTM  12      -  SUNLIGHT                                 100 07 38.6
 PX0464
 PX0464|---------------------------------------------------------------------|
 PX0464| PID    Reference Object                     Distance      Geod. Az  |
 PX0464|                                                           dddmmss.s |
 PX0464| PX0462 SUNLIGHT                            APPROX.12.8 KM 1005231.4 |
 PX0464|---------------------------------------------------------------------|
 PX0464
 PX0464                          SUPERSEDED SURVEY CONTROL
 PX0464
 PX0464  NAD 83(1993)-  44 37 51.19138(N)    109 56 07.28445(W) AD(       ) 3
 PX0464  NAD 83(1986)-  44 37 51.19039(N)    109 56 07.27978(W) AD(       ) 3
 PX0464  NAD 27      -  44 37 51.37910(N)    109 56 04.61739(W) AD(       ) 3
 PX0464  NGVD 29 (07/19/86) 3337.8    (m)        10951.     (f) VERT ANG       
 PX0464
 PX0464.Superseded values are not recommended for survey control.
 PX0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0464.See file dsdata.txt to determine how the superseded data were derived.
 PX0464
 PX0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ8444742499(NAD 83)
 PX0464_MARKER: DB = BENCH MARK DISK
 PX0464_SETTING: 66 = SET IN ROCK OUTCROP
 PX0464_SP_SET: SET IN ROCK OUTCROP
 PX0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0464+STABILITY: POSITION/ELEVATION WELL
 PX0464
 PX0464  HISTORY     - Date     Condition        Report By
 PX0464  HISTORY     - 1953     MONUMENTED       USGS
 PX0464
 PX0464                          STATION DESCRIPTION
 PX0464
 PX0464'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0464'THE STATION LOCATED 9.5 MI. (AIRLINE) N. OF PAHASKA TEPEE, WYOMING.
 PX0464'
 PX0464'TO REACH FROM PAHASKA TEPEE, GO N. VIA HORSEBACK ALONG THE TRAIL
 PX0464'FOLLOWING THE NORTH FORK OF THE SHOSHONE RIVER UNTIL IT JUNCTIONS
 PX0464'WITH A TRAIL FOLLOWING RED CREEK (ABOUT 2-1/2 HOURS), THENCE FOLLOW
 PX0464'THE TRAIL N. ALONG RED CREEK TO A JUNCTION WITH A TRAIL FROM FROST
 PX0464'LAKE (1 HOUR), THENCE TAKE THE TRAIL TO THE RIGHT FOR ABOUT 1 HOUR
 PX0464'UNTIL SOME SMALL MEADOWS ON THE E. SIDE OF THE DRAIN ARE REACHED,
 PX0464'THENCE LEAVE THE TRAIL AND RIDE GENERALLY NW. UP SLOPE TO A PLATEAU,
 PX0464'WORK NE. TO A BREAK AT THE N. END OF A VERTICAL ROCK WALL, THEN WORK
 PX0464'UP THROUGH THE BREAK UNTIL THE HIGHEST POINT IS REACHED (2 HOURS).
 PX0464'
 PX0464'STATION MARK--STANDARD BENCH MARK TABLET, SET IN ROCK, STAMPED
 PX0464'---NOTCH 1953---.
 PX0464'
 PX0464'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0613 ***********************************************************************
 NQ0613  DESIGNATION -  NOTCH
 NQ0613  PID         -  NQ0613
 NQ0613  STATE/COUNTY-  WY/ALBANY
 NQ0613  USGS QUAD   -  REESE MOUNTAIN (1992)
 NQ0613
 NQ0613                         *CURRENT SURVEY CONTROL
 NQ0613  ___________________________________________________________________
 NQ0613* NAD 83(1993)-  42 02 21.05117(N)    105 19 48.37927(W)     ADJUSTED  
 NQ0613* NAVD 88     -      2416.6    (meters)    7928.     (feet)  VERTCON   
 NQ0613  ___________________________________________________________________
 NQ0613  LAPLACE CORR-         -14.14  (seconds)                    DEFLEC99
 NQ0613  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 NQ0613
 NQ0613  HORZ ORDER  -  FIRST
 NQ0613
 NQ0613.The horizontal coordinates were established by classical geodetic methods
 NQ0613.and adjusted by the National Geodetic Survey in January 1997..
 NQ0613
 NQ0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0613
 NQ0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0613
 NQ0613.The geoid height was determined by GEOID03.
 NQ0613
 NQ0613;                    North         East     Units Scale Factor Converg.
 NQ0613;SPC WY E     -   170,942.333   186,468.134   MT  0.99993975   -0 06 34.0
 NQ0613;UTM  13      - 4,654,179.153   472,678.221   MT  0.99960919   -0 13 15.8
 NQ0613
 NQ0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0613!SPC WY E     -   0.99962303  x   0.99993975  =   0.99956280
 NQ0613!UTM  13      -   0.99962303  x   0.99960919  =   0.99923236
 NQ0613
 NQ0613|---------------------------------------------------------------------|
 NQ0613| PID    Reference Object                     Distance      Geod. Az  |
 NQ0613|                                                           dddmmss.s |
 NQ0613| CQ3638 NOTCH RM                              3.095 METERS 06023     |
 NQ0613| MO1177 COONEY                              APPROX.17.3 KM 1124020.5 |
 NQ0613|---------------------------------------------------------------------|
 NQ0613
 NQ0613                          SUPERSEDED SURVEY CONTROL
 NQ0613
 NQ0613  NAD 83(1986)-  42 02 21.03399(N)    105 19 48.37259(W) AD(       ) 1
 NQ0613  NAD 27      -  42 02 21.14100(N)    105 19 46.43200(W) AD(       ) 1
 NQ0613  NGVD 29 (07/19/86) 2415.7    (m)         7926.     (f) VERT ANG       
 NQ0613
 NQ0613.Superseded values are not recommended for survey control.
 NQ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0613.See file dsdata.txt to determine how the superseded data were derived.
 NQ0613
 NQ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG7267854179(NAD 83)
 NQ0613
 NQ0613  HISTORY     - Date     Condition        Report By
 NQ0613  HISTORY     - 1912     MONUMENTED       CGS
 NQ0613  HISTORY     - 1933     GOOD             CGS
 NQ0613  HISTORY     - 1947     GOOD             USGS
 NQ0613  HISTORY     - 1953     GOOD             USGS
 NQ0613
 NQ0613                          STATION DESCRIPTION
 NQ0613
 NQ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NQ0613'ABOUT 21 MILES WEST OF WHEATLAND, 2 MILES SOUTHWEST OF
 NQ0613'WHEATLAND-OWEN WAGON ROAD, NEAR CENTER OF HIGHEST PART OF
 NQ0613'COLLINS PEAK, WHICH IS ALSO CALLED NOTCH PEAK BECAUSE OF
 NQ0613'DEEP NOTCH IN TOP AS SEEN FROM EAST.  TO REACH FROM WHEATLAND
 NQ0613'GO NORTH 2-1/2 MILES ON U.S. HIGHWAY 87, THENCE WEST ON GRADED
 NQ0613'ROAD FOR 8.8 MILES, HERE TAKE LEFT FORK (PALMER CANYON ROAD)
 NQ0613'AND GO WEST 15-1/4 MILES TO GATE ON SOUTH SIDE OF ROAD AT
 NQ0613'PAULSONS MAIL BOX.  FOLLOW TRAIL SOUTH 0.8 MILE TO FORK, TAKE
 NQ0613'LEFT FORK AND GO 0.8 MILE TO FORK NEAR RANCH HOUSE, KEEP
 NQ0613'LEFT FORK 0.2 MILE, THEN ANOTHER LEFT FORK AND FOLLOW VALLEY
 NQ0613'0.5 MILE TO WEST BASE OF MOUNTAIN.  STATION BEST REACHED BY
 NQ0613'PACKING UP WEST FACE, THENCE THROUGH NOTCH AND TO RIGHT UP
 NQ0613'EAST SIDE OF ROCK TO SUMMIT.  ANOTHER ROUTE IS TO FOLLOW
 NQ0613'AROUND SOUTH BASE OF ROCK PEAK AND UP EAST SIDE TO
 NQ0613'STATION.  MARKED BY STANDARD STATION DISK IN SOLID ROCK.
 NQ0613'REFERENCE MARK IS STANDARD REFERENCE DISK IN LARGE
 NQ0613'BOULDER, 3.088 METERS (10.13 FEET) FROM STATION N 60 DEG 23 MIN E.
 NQ0613'BEARING FROM STATION TO WHEATLAND,
 NQ0613'STANDPIPE IS N 88 DEG 36 MIN E.  ELEVATION--2,416
 NQ0613'METERS (7,926 FEET).
 NQ0613
 NQ0613                          STATION RECOVERY (1947)
 NQ0613
 NQ0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 NQ0613'RECOVERED.
 NQ0613'
 NQ0613'STATION MARK--STANDARD USC AND GS DISK, SET IN SOLID ROCK, STAMPED
 NQ0613'---NOTCH 1933---.
 NQ0613
 NQ0613                          STATION RECOVERY (1953)
 NQ0613
 NQ0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NQ0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0422 ***********************************************************************
 OV0422  DESIGNATION -  NOWATER
 OV0422  PID         -  OV0422
 OV0422  STATE/COUNTY-  WY/WASHAKIE
 OV0422  USGS QUAD   -  HENRY DRAW (1978)
 OV0422
 OV0422                         *CURRENT SURVEY CONTROL
 OV0422  ___________________________________________________________________
 OV0422* NAD 83(1993)-  43 45 30.85012(N)    107 46 34.43563(W)     ADJUSTED  
 OV0422* NAVD 88     -      1468.2    (meters)    4817.     (feet)  VERTCON   
 OV0422  ___________________________________________________________________
 OV0422  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 OV0422  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 OV0422
 OV0422  HORZ ORDER  -  FIRST
 OV0422
 OV0422.The horizontal coordinates were established by classical geodetic methods
 OV0422.and adjusted by the National Geodetic Survey in January 1997..
 OV0422
 OV0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0422
 OV0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0422
 OV0422.The geoid height was determined by GEOID03.
 OV0422
 OV0422;                    North         East     Units Scale Factor Converg.
 OV0422;SPC WYEC     -   462,021.016   364,335.257   MT  0.99995314   -0 18 22.8
 OV0422;UTM  13      - 4,848,804.508   276,513.553   MT  1.00021437   -1 55 15.2
 OV0422
 OV0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0422!SPC WYEC     -   0.99977182  x   0.99995314  =   0.99972497
 OV0422!UTM  13      -   0.99977182  x   1.00021437  =   0.99998614
 OV0422
 OV0422|---------------------------------------------------------------------|
 OV0422| PID    Reference Object                     Distance      Geod. Az  |
 OV0422|                                                           dddmmss.s |
 OV0422| CP6324 NOWATER RM 1                         10.388 METERS 09431     |
 OV0422| CP6323 NOWATER AZ MK                                      1533536.6 |
 OV0422| CP6325 NOWATER RM 2                          8.538 METERS 35644     |
 OV0422|---------------------------------------------------------------------|
 OV0422
 OV0422                          SUPERSEDED SURVEY CONTROL
 OV0422
 OV0422  NAD 83(1986)-  43 45 30.83474(N)    107 46 34.43369(W) AD(       ) 1
 OV0422  NAD 27      -  43 45 30.99200(N)    107 46 32.12300(W) AD(       ) 1
 OV0422  NGVD 29 (11/06/89) 1467.4    (m)         4814.     (f) VERT ANG       
 OV0422
 OV0422.Superseded values are not recommended for survey control.
 OV0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0422.See file dsdata.txt to determine how the superseded data were derived.
 OV0422
 OV0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ7651448805(NAD 83)
 OV0422_MARKER: DS = TRIANGULATION STATION DISK
 OV0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0422
 OV0422  HISTORY     - Date     Condition        Report By
 OV0422  HISTORY     - 1938     MONUMENTED       CGS
 OV0422  HISTORY     - 1966     GOOD             USGS
 OV0422
 OV0422                          STATION DESCRIPTION
 OV0422
 OV0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0422'STATION NOWATER, IN THE N CENTRAL PART OF WYOMING AND THE
 OV0422'SOUTHWESTERN WASHAKIE COUNTY, IS ABOUT 20 MILES SSE OF WORLAND,
 OV0422'17 MILES WNW OF THERMOPOLIS AND 1.3 MILES SW OF NOWATER CREEK
 OV0422'ON THE HIGHEST POINT OF A LOW RUGGED GRASS AND SAGE COVERED
 OV0422'HILL.  IT IS ABOUT 150 FEET S OF THE WORLAND-NOWOOD ROAD
 OV0422'AT A POINT WHERE THE ROAD MAKES A RIGHT CURVE OVER THE TOP
 OV0422'OF THE RIDGE.
 OV0422'
 OV0422'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 OV0422'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 OV0422'
 OV0422'TO REACH FROM WORLAND POST OFFICE GO W, S, AND W ON U.S.
 OV0422'HIGHWAY 20 FOR 0.35 MILE TO A GRAVEL ROAD TO THE LEFT, S, BETWEEN
 OV0422'THE WORLAND TOURIST CAMP AND RAILROAD TRACKS.  THENCE LEFT, S,
 OV0422'ON GRAVEL ROAD FOR 3.2 MILES TO A RIGHT FORK ON THE N SIDE
 OV0422'OF AN IRRIGATION CANAL.  THENCE CONTINUE STRAIGHT AHEAD S,
 OV0422'ACROSS CANAL 0.05 MILE TO A FORK.  THENCE LEFT, E ON GRADED
 OV0422'DIRT ROAD (THE WORLAND-NOWOOD TRUCK TRAIL) AND FOLLOW THIS
 OV0422'MAIN-TRAVELED ROAD FOR 19.2 MILES TO WHERE ROAD MAKES A
 OV0422'SWEEPING CURVE ACROSS A TOP OF A RIDGE.  THENCE SHARP RIGHT
 OV0422'ABOUT 150 FEET TO HIGHEST POINT AND STATION.
 OV0422'
 OV0422'AZIMUTH MARK IS 2.5 MILES SE OF STATION AND ABOUT 175 FEET S
 OV0422'OF WORLAND-NOWOOD TRUCK TRAIL ON TOP OF A SMALL KNOLL.
 OV0422'
 OV0422'HEIGHT OF LIGHT ABOVE STATION MARK - 0.5 METERS.
 OV0422
 OV0422                          STATION RECOVERY (1966)
 OV0422
 OV0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OV0422'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE,
 OV0422'STAMPED ---NOWATER 1938---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0546 ***********************************************************************
 PW0546  DESIGNATION -  NOWOOD
 PW0546  PID         -  PW0546
 PW0546  STATE/COUNTY-  WY/BIG HORN
 PW0546  USGS QUAD   -  MANDERSON SE (1960)
 PW0546
 PW0546                         *CURRENT SURVEY CONTROL
 PW0546  ___________________________________________________________________
 PW0546* NAD 83(1993)-  44 16 56.69677(N)    107 51 03.51805(W)     ADJUSTED  
 PW0546* NAVD 88     -      1295.8    (meters)    4251.     (feet)  VERTCON   
 PW0546  ___________________________________________________________________
 PW0546  LAPLACE CORR-          13.13  (seconds)                    DEFLEC99
 PW0546  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 PW0546
 PW0546  HORZ ORDER  -  SECOND
 PW0546
 PW0546.The horizontal coordinates were established by classical geodetic methods
 PW0546.and adjusted by the National Geodetic Survey in January 1997..
 PW0546
 PW0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0546
 PW0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0546
 PW0546.The geoid height was determined by GEOID03.
 PW0546
 PW0546;                    North         East     Units Scale Factor Converg.
 PW0546;SPC WYEC     -   520,258.304   358,681.766   MT  0.99995849   -0 21 41.1
 PW0546;UTM  13      - 4,907,194.248   272,509.968   MT  1.00023651   -1 59 29.0
 PW0546
 PW0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0546!SPC WYEC     -   0.99979878  x   0.99995849  =   0.99975728
 PW0546!UTM  13      -   0.99979878  x   1.00023651  =   1.00003524
 PW0546
 PW0546|---------------------------------------------------------------------|
 PW0546| PID    Reference Object                     Distance      Geod. Az  |
 PW0546|                                                           dddmmss.s |
 PW0546| CQ6257 NOWOOD RM 1                           8.059 METERS 16542     |
 PW0546| CQ6256 NOWOOD AZ MK                                       1691229.2 |
 PW0546| CQ6258 NOWOOD RM 2                           7.614 METERS 28326     |
 PW0546|---------------------------------------------------------------------|
 PW0546
 PW0546                          SUPERSEDED SURVEY CONTROL
 PW0546
 PW0546  NAD 83(1986)-  44 16 56.68155(N)    107 51 03.51218(W) AD(       ) 2
 PW0546  NAD 27      -  44 16 56.82650(N)    107 51 01.17830(W) AD(       ) 2
 PW0546  NGVD 29 (07/19/86) 1295.0    (m)         4249.     (f) VERT ANG       
 PW0546
 PW0546.Superseded values are not recommended for survey control.
 PW0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0546.See file dsdata.txt to determine how the superseded data were derived.
 PW0546
 PW0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK7251007194(NAD 83)
 PW0546_MARKER: DS = TRIANGULATION STATION DISK
 PW0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0546
 PW0546  HISTORY     - Date     Condition        Report By
 PW0546  HISTORY     - 1957     MONUMENTED       CGS
 PW0546
 PW0546                          STATION DESCRIPTION
 PW0546
 PW0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0546'STATION IS ON A LOW HILL, IN THE BAD-LANDS, ABOUT 6 MILES EAST
 PW0546'AND 1 MILE NORTH OF MANDERSON, ABOUT 2 MILES NORTHEAST OF A
 PW0546'BRIDGE OVER NOWOOD CREEK AND ABOUT 2 MILES NORTH OF THE MAIN
 PW0546'ROAD, LEADING FROM MANDERSON TO HYATTSVILLE.
 PW0546'
 PW0546'REACHED FROM THE MAIN CROSSROADS IN MANDERSON, ONE BLOCK EAST
 PW0546'OF THE DEPOT BY GOING SOUTH AND SOUTHEAST ON A SURFACED ROAD,
 PW0546'TOWARD HYATTSVILLE, FOR 4.85 MILES TO A REVERSE FORK AND GRADED
 PW0546'ROAD LEFT, BEAR LEFT AND FOLLOW THE GRADED ROAD, EASTERLY, FOR
 PW0546'0.5 MILE TO A BRIDGE, CROSS THE BRIDGE AND CONTINUE ON THE
 PW0546'GRADED ROAD, FOR 0.65 MILE TO ANOTHER BRIDGE, CROSS THE BRIDGE
 PW0546'AND CONTINUE ON THE GRADED ROAD, FOR 0.6 MILE TO A TRACK ROAD
 PW0546'LEFT, (BEAR RIGHT, LEAVING THE GRADED ROAD AND GO ACROSS
 PW0546'COUNTRY, FOR 0.2 TO A POWERLINE POLE AND AZIMUTH MARK) BEAR
 PW0546'LEFT, ON THE TRACK ROAD AND GO NORTHERLY FOR 0.4 MILE TO A
 PW0546'ROAD RIGHT, KEEP STRAIGHT AHEAD, ON THE TRACK ROAD, NORTHERLY,
 PW0546'FOR 0.1 MILE TO A BULLDOZED CROSSROADS, KEEP STRAIGHT AHEAD,
 PW0546'ON THE TRACK ROAD, FOR 0.1 MILE, BEAR LEFT, LEAVING THE TRACK
 PW0546'ROAD AND GO NORTHWESTERLY, FOR 0.15 MILE TO THE HIGHEST POINT
 PW0546'OF THE HILL AND STATION.
 PW0546'
 PW0546'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF 12 INCH SQUARE,
 PW0546'CONCRETE POSTS.
 PW0546'
 PW0546'STATION MARKS ARE STAMPED NOWOOD 1957.  THE SURFACE MARK
 PW0546'PROJECTS 5 INCHES.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 PW0546'3 FEET WEST OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN
 PW0546'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 PW0546'
 PW0546'REFERENCE MARK 1 IS STAMPED NOWOOD NO 1 1957 AND PROJECTS 5
 PW0546'INCHES.
 PW0546'
 PW0546'REFERENCE MARK 2 IS STAMPED NOWOOD NO 2 1957 AND PROJECTS 5
 PW0546'INCHES.
 PW0546'
 PW0546'AZIMUTH MARK IS STAMPED NOWOOD 1957 AND PROJECTS 6 INCHES.  IT
 PW0546'IS 3 FEET EAST OF A POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS
 PW0546'POST WAS SET 1 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0857 ***********************************************************************
 MR0857  DESIGNATION -  NUGGET 2
 MR0857  PID         -  MR0857
 MR0857  STATE/COUNTY-  WY/LINCOLN
 MR0857  USGS QUAD   -  BELL BUTTE NE (1976)
 MR0857
 MR0857                         *CURRENT SURVEY CONTROL
 MR0857  ___________________________________________________________________
 MR0857* NAD 83(1993)-  41 43 17.99730(N)    110 49 28.67119(W)     ADJUSTED  
 MR0857* NAVD 88     -      2513.5    (meters)    8246.     (feet)  VERTCON   
 MR0857  ___________________________________________________________________
 MR0857  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 MR0857  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MR0857
 MR0857  HORZ ORDER  -  SECOND
 MR0857
 MR0857.The horizontal coordinates were established by classical geodetic methods
 MR0857.and adjusted by the National Geodetic Survey in January 1997..
 MR0857
 MR0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0857
 MR0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0857
 MR0857.The geoid height was determined by GEOID03.
 MR0857
 MR0857;                    North         East     Units Scale Factor Converg.
 MR0857;SPC WY W     -   235,930.476   738,319.674   MT  0.99998430   -0 29 36.1
 MR0857;SPC UT N     - 1,154,397.148   556,196.926   MT  0.99999057   +0 26 43.1
 MR0857;UTM  12      - 4,618,888.718   514,586.774   MT  0.99960262   +0 07 00.2
 MR0857
 MR0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0857!SPC WY W     -   0.99960816  x   0.99998430  =   0.99959246
 MR0857!SPC UT N     -   0.99960816  x   0.99999057  =   0.99959873
 MR0857!UTM  12      -   0.99960816  x   0.99960262  =   0.99921093
 MR0857
 MR0857:                Primary Azimuth Mark                     Grid Az
 MR0857:SPC WY W     -  NUGGET 2 AZ MK                           133 45 04.0
 MR0857:SPC UT N     -  NUGGET 2 AZ MK                           132 48 44.8
 MR0857:UTM  12      -  NUGGET 2 AZ MK                           133 08 27.7
 MR0857
 MR0857|---------------------------------------------------------------------|
 MR0857| PID    Reference Object                     Distance      Geod. Az  |
 MR0857|                                                           dddmmss.s |
 MR0857| CP6326 NUGGET 2 AZ MK                                     1331527.9 |
 MR0857| CP6327 NUGGET 2 RM 1                        11.430 METERS 17010     |
 MR0857| CP6328 NUGGET 2 RM 2                        13.674 METERS 24415     |
 MR0857|---------------------------------------------------------------------|
 MR0857
 MR0857                          SUPERSEDED SURVEY CONTROL
 MR0857
 MR0857  NAD 83(1986)-  41 43 17.98636(N)    110 49 28.66559(W) AD(       ) 2
 MR0857  NAD 27      -  41 43 18.17800(N)    110 49 26.01470(W) AD(       ) 2
 MR0857  NGVD 29 (07/19/86) 2512.1    (m)         8242.     (f) VERT ANG       
 MR0857
 MR0857.Superseded values are not recommended for survey control.
 MR0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0857.See file dsdata.txt to determine how the superseded data were derived.
 MR0857
 MR0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM1458718889(NAD 83)
 MR0857_MARKER: DD = SURVEY DISK
 MR0857_SETTING: 0 = UNSPECIFIED SETTING
 MR0857
 MR0857  HISTORY     - Date     Condition        Report By
 MR0857  HISTORY     - 1952     MONUMENTED       USGS
 MR0857  HISTORY     - 1962     GOOD             USGS
 MR0857  HISTORY     - 1983     GOOD             LOCENG
 MR0857
 MR0857                          STATION DESCRIPTION
 MR0857
 MR0857'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 MR0857'THE STATION IS ABOUT 16 MILES SOUTHWEST OF DIAMONDVILLE, 32 MILES
 MR0857'NORTH-NORTHEAST OF EVANSTON AND ON THE HIGHEST POINT OF ELK
 MR0857'MOUNTAIN.
 MR0857'
 MR0857'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30N
 MR0857'AND 189 IN THE SOUTHEAST PART OF DIAMONDVILLE, GO SOUTHWEST AND
 MR0857'SOUTH ON U.S. HIGHWAY 189 FOR 6.55 MILES TO A CROSSROADS.
 MR0857'(THIS IS 0.85 MILE NORTH OF SHELTER HOUSE NO. 1) TURN RIGHT AND
 MR0857'GO WESTERLY FOR 2.5 MILES TO A FORK.  TAKE THE RIGHT FORK
 MR0857'AND GO 0.25 MILE TO A REVERSE FORK ON THE RIGHT.  CONTINUE
 MR0857'STRAIGHT AHEAD, UP GRADE, FOR 0.1 MILE TO A FORK.  TAKE THE
 MR0857'LEFT FORK, CROSS AN EARTH DAM, AND GO 1.5 MILES TO A FORK.
 MR0857'(THIS IS 0.1 MILE WEST OF THE TOP OF THE RIDGE) TAKE THE LEFT
 MR0857'FORK AND GO 1.0 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.3
 MR0857'MILE TO A POWERLINE.  CONTINUE WEST ON THE MAIN ROAD FOR
 MR0857'3.4 MILES TO A FORK.  TAKE THE RIGHT FORK, WESTERLY ALONG
 MR0857'TOP OF RIDGE FOR 4.25 MILES TO A FORK AND AZIMUTH MARK ON THE
 MR0857'LEFT.  TAKE THE RIGHT FORK AND GO NORTHERLY AND EAST FOR 2.0
 MR0857'MILES TO A WATER TROUGH ON THE LEFT, BEAR LEFT AND GO EAST AND
 MR0857'NORTHEAST, CROSSING A CANYON, FOR 1.1 MILES TO A CROSSROADS.  TURN
 MR0857'LEFT AND GO WESTERLY AND NORTH FOR 0.8 MILE TO A REVERSE FORK.  TURN
 MR0857'SHARP LEFT AND GO WEST FOR 2.10 MILES TO A GATE.  PASS
 MR0857'THROUGH THE GATE, TURN LEFT AND CONTINUE WEST FOR 0.15 MILE TO
 MR0857'TWO GATES ON THE LEFT, THIS IS ABOUT 150 FEET SOUTHWEST
 MR0857'OF THE ROAD.  TURN LEFT, PASS THROUGH BOTH GATES AND
 MR0857'CONTINUE WESTERLY FOR 0.8 MILE TO A FENCE CORNER.  TURN LEFT
 MR0857'AND CONTINUE WESTERLY FOR 0.6 MILE TO THE STATION.
 MR0857'
 MR0857'THE STATION MARK IS A UNITED STATES GEOLOGICAL SURVEY BRONZE
 MR0857'DISK BRAZED TO THE TOP OF 3-INCH IRON PIPE PROJECTING 3 INCHES.
 MR0857'THE DISK IS STAMPED NUGGET NO 2 1952.  IT IS 4.8 FEET SOUTHWEST
 MR0857'OF A CAIRN.
 MR0857'
 MR0857'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NUGGET NO 2 USGS NO
 MR0857'1 1962, BRAZED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING 3
 MR0857'INCHES.  IT IS 41.1 FEET SOUTH OF THE CAIRN AND ABOUT 1 FOOT LOWER
 MR0857'THAN THE STATION.
 MR0857'
 MR0857'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NUGGET NO 2 USGS
 MR0857'NO 2 1962, BRAZED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING
 MR0857'7 INCHES.  IT IS 49.0 FEET SOUTH-SOUTHWEST OF THE CAIRN AND
 MR0857'ABOUT 1 FOOT LOWER THAN THE STATION.
 MR0857'
 MR0857'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED NUGGET NO 2
 MR0857'USGS 1962, CEMENTED IN A DRILL HOLE IN A LARGE MASS OF ROCK
 MR0857'OUTCROP.  IT IS 1 FOOT NORTHEAST OF A WITNESS POST, 87.4 FEET
 MR0857'WEST OF THE CENTERLINE OF THE TRACK ROAD AND 110 FEET WEST OF THE
 MR0857'ROAD FORK.
 MR0857
 MR0857                          STATION RECOVERY (1983)
 MR0857
 MR0857'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JM)
 MR0857'NUGGET 2 RECOVERED EXCELLENT.
 MR0857'
 MR0857'BOTH R.M.S PRESENT.  COULD NOT LOCATE AZ. MK.  DIFFICULT TO DRIVE TO
 MR0857'IN SPRING.
 MR0857'
 MR0857'QUAD NAME--BELL BUTTE, N.E. WYO. MW COR SEC. 13 T 20 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0753 ***********************************************************************
 MR0753  DESIGNATION -  NUTRIA
 MR0753  PID         -  MR0753
 MR0753  STATE/COUNTY-  WY/LINCOLN
 MR0753  USGS QUAD   -  ROBERSON CREEK (1969)
 MR0753
 MR0753                         *CURRENT SURVEY CONTROL
 MR0753  ___________________________________________________________________
 MR0753* NAD 83(1993)-  41 43 44.36524(N)    110 15 19.35955(W)     ADJUSTED  
 MR0753* NAVD 88     -      2129.1    (meters)    6985.     (feet)  VERTCON   
 MR0753  ___________________________________________________________________
 MR0753  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 MR0753  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 MR0753
 MR0753  HORZ ORDER  -  FIRST
 MR0753
 MR0753.The horizontal coordinates were established by classical geodetic methods
 MR0753.and adjusted by the National Geodetic Survey in January 1997..
 MR0753
 MR0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0753
 MR0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0753
 MR0753.The geoid height was determined by GEOID03.
 MR0753
 MR0753;                    North         East     Units Scale Factor Converg.
 MR0753;SPC WY W     -   236,492.682   785,686.568   MT  0.99994002   -0 06 52.3
 MR0753;UTM  12      - 4,619,954.907   561,929.024   MT  0.99964719   +0 29 44.3
 MR0753
 MR0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0753!SPC WY W     -   0.99966847  x   0.99994002  =   0.99960851
 MR0753!UTM  12      -   0.99966847  x   0.99964719  =   0.99931577
 MR0753
 MR0753|---------------------------------------------------------------------|
 MR0753| PID    Reference Object                     Distance      Geod. Az  |
 MR0753|                                                           dddmmss.s |
 MR0753| CP6330 NUTRIA RM 1                          18.118 METERS 08958     |
 MR0753| MR0761 OPAL EL PASO NATURAL GAS STACK      APPROX. 9.1 KM 3054750.2 |
 MR0753| CP6329 NUTRIA AZ MK                                       3340810.1 |
 MR0753| CP6331 NUTRIA RM 2                          18.252 METERS 35600     |
 MR0753|---------------------------------------------------------------------|
 MR0753
 MR0753                          SUPERSEDED SURVEY CONTROL
 MR0753
 MR0753  NAD 83(1986)-  41 43 44.35703(N)    110 15 19.35348(W) AD(       ) 1
 MR0753  NAD 27      -  41 43 44.53540(N)    110 15 16.78130(W) AD(       ) 1
 MR0753  NGVD 29 (07/19/86) 2127.7    (m)         6981.     (f) VERT ANG       
 MR0753
 MR0753.Superseded values are not recommended for survey control.
 MR0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0753.See file dsdata.txt to determine how the superseded data were derived.
 MR0753
 MR0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6192919955(NAD 83)
 MR0753_MARKER: DS = TRIANGULATION STATION DISK
 MR0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0753
 MR0753  HISTORY     - Date     Condition        Report By
 MR0753  HISTORY     - 1962     MONUMENTED       CGS
 MR0753
 MR0753                          STATION DESCRIPTION
 MR0753
 MR0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0753'STATION IS ON THE HIGHEST PART OF A HIGH, FLAT TOPPED, SAGE
 MR0753'BRUSH AND GRASS COVERED MESA, ABOUT 5 MILES SOUTHWEST OF NUTRIA
 MR0753'RAILROAD SIDING, 5 MILES SOUTHEAST OF OPAL AND 15-1/2 MILES
 MR0753'EAST-SOUTHEAST OF KEMMERER.
 MR0753'
 MR0753'TO REACH FROM THE POST OFFICE IN OPAL.  GO EASTERLY ON 30N
 MR0753'FOR 3.35 MILES TO THE NELSON RANCH ON THE RIGHT.  TURN RIGHT,
 MR0753'PASS THROUGH RANCH YARD, ON TRACK ROAD FOR 0.6 MILE TO RAILROAD
 MR0753'CROSSING.  CROSS RAILROAD TRACKS AND CONTINUE ON TRACK
 MR0753'ROAD FOR 0.8 MILE TO A FORK.  TAKE THE RIGHT FORK, SOUTHERLY ON
 MR0753'TRACK ROAD FOR 0.9 MILE TO A FENCE CORNER ON THE RIGHT.
 MR0753'CONTINUE AHEAD ON THE MAIN TRACK ROAD FOR 2.1 MILES TO THE
 MR0753'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON THE MAIN TRACK
 MR0753'ROAD FOR 0.3 MILE TO A REVERSE FORK ON THE RIGHT.  CONTINUE
 MR0753'AHEAD ON THE MAIN TRACK ROAD FOR 0.3 MILE TO THE STATION
 MR0753'ON THE RIGHT.
 MR0753'
 MR0753'STATION MARKS ARE STANDARD DISK, STAMPED NUTRIA 1962.  THE
 MR0753'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MR0753'PROJECTING 4 INCHES.  IT IS 197 FEET SOUTH OF THE CENTERLINE
 MR0753'OF THE TRACK ROAD, 96 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 MR0753'MESA AND 2.6 FEET SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND
 MR0753'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 MR0753'THE GROUND.
 MR0753'
 MR0753'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NUTRIA NO 1 1962,
 MR0753'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 MR0753'4 INCHES.  IT IS 138 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 MR0753'ROAD AND 1-1/2 FEET LOWER THAN THE STATION.
 MR0753'
 MR0753'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NUTRIA NO 2 1962,
 MR0753'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 MR0753'2 INCHES.  IT IS 141 FEET SOUTH OF THE CENTERLINE OF THE TRACK
 MR0753'ROAD AND ABOUT 3 FEET LOWER THAN THE STATION.
 MR0753'
 MR0753'AZIMUTH MARK IS A STANDARD DISK, STAMPED NUTRIA 1962, SET IN THE
 MR0753'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MR0753'IT IS 17 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD AND
 MR0753'3 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2121 ***********************************************************************
 AA2121  CBN         -  This is a Cooperative Base Network Control Station.
 AA2121  DESIGNATION -  NWS 5568.70
 AA2121  PID         -  AA2121
 AA2121  STATE/COUNTY-  WY/FREMONT
 AA2121  USGS QUAD   -  RIVERTON WEST (1978)
 AA2121
 AA2121                         *CURRENT SURVEY CONTROL
 AA2121  ___________________________________________________________________
 AA2121* NAD 83(1993)-  43 03 58.04058(N)    108 28 41.96453(W)     ADJUSTED  
 AA2121* NAVD 88     -      1698.3    (meters)    5572.     (feet)  GPS OBS   
 AA2121  ___________________________________________________________________
 AA2121  X           -  -1,479,557.476 (meters)                     COMP
 AA2121  Y           -  -4,427,497.103 (meters)                     COMP
 AA2121  Z           -   4,334,021.456 (meters)                     COMP
 AA2121  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 AA2121  ELLIP HEIGHT-        1684.49  (meters)          (09/07/01) GPS OBS
 AA2121  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 AA2121
 AA2121  HORZ ORDER  -  B
 AA2121  ELLP ORDER  -  FOURTH    CLASS I
 AA2121
 AA2121.This mark is at Riverton Regional Airport (RIW)
 AA2121
 AA2121.The horizontal coordinates were established by GPS observations
 AA2121.and adjusted by the National Geodetic Survey in October 1994..
 AA2121
 AA2121.The orthometric height was determined by GPS observations and a
 AA2121.high-resolution geoid model.
 AA2121
 AA2121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2121
 AA2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2121
 AA2121.The ellipsoidal height was determined by GPS observations
 AA2121.and is referenced to NAD 83.
 AA2121
 AA2121.The geoid height was determined by GEOID03.
 AA2121
 AA2121;                    North         East     Units Scale Factor Converg.
 AA2121;SPC WYWC     -   285,034.901   622,127.620   MT  0.99994352   +0 11 07.8
 AA2121;UTM  12      - 4,771,243.914   705,321.739   MT  1.00011864   +1 43 21.0
 AA2121
 AA2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2121!SPC WYWC     -   0.99973590  x   0.99994352  =   0.99967944
 AA2121!UTM  12      -   0.99973590  x   1.00011864  =   0.99985451
 AA2121
 AA2121                          SUPERSEDED SURVEY CONTROL
 AA2121
 AA2121  ELLIP H (10/19/94) 1684.51   (m)                       GP(       ) 4 1
 AA2121
 AA2121.Superseded values are not recommended for survey control.
 AA2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2121.See file dsdata.txt to determine how the superseded data were derived.
 AA2121
 AA2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0532271244(NAD 83)
 AA2121_MARKER: DD = SURVEY DISK
 AA2121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA2121_STAMPING: NWS ELEV 5568.70 1990
 AA2121_MARK LOGO: NWS   
 AA2121_PROJECTION: PROJECTING 10 CENTIMETERS
 AA2121_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA2121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2121+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AA2121_ROD/PIPE-DEPTH: 0    meters
 AA2121
 AA2121  HISTORY     - Date     Condition        Report By
 AA2121  HISTORY     - 1990     MONUMENTED       NWS
 AA2121
 AA2121                          STATION DESCRIPTION
 AA2121
 AA2121'DESCRIBED BY NATIONAL WEATHER SERVICE 1990
 AA2121'NOTE--KEY IS NEEDED FOR GATE OR PACK 30 M (98.4 FT)  TO STATION.
 AA2121'STATION IS LOCATED ABOUT 8 KM (4.95 MI)  WEST-NORTHWEST OF RIVERTON,
 AA2121'1.5 KM (0.95 MI)  SOUTHWEST OF THE MUNICIPAL AIRPORT, ALONG US HIGHWAY
 AA2121'26, AT MILE 127.4, ON A FLAT BENCH AT TOP OF HIGHWAY GRADE, JUST
 AA2121'SOUTH-SOUTHEAST OF A GROUND WATER TANK, IN CENTRAL SECTION 13, T 1 N,
 AA2121'R 3 E.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT, LEASED TO THE CITY OF
 AA2121'RIVERTON. TO REACH FROM THE JUNCTION OF US HIGHWAYS 20 AND 26 IN
 AA2121'RIVERTON, GO WEST ON HIGHWAY 26 FOR 5.39 KM (3.35 MI)  TO A PAVED ROAD
 AA2121'RIGHT LEADING TO THE AIRPORT.  CONTINUE ON THE HIGHWAY FOR 4.76 KM
 AA2121'(2.95 MI)  TO TOP OF GRADE AND TWO GATES ON THE RIGHT (ONE WIRE GATE,
 AA2121'ONE PIPE GATE WITH CATTLE GUARD) AND STATION ON THE RIGHT. STATION
 AA2121'MARK IS A DISK ON A PIPE PROJECTING 10 CM ABOVE GROUND AND SET IN
 AA2121'CONCRETE.  IT IS 15.7 M (51.5 FT)  NORTHEAST OF THE RIGHT-OF-WAY
 AA2121'FENCE, 0.6 M (2.0 FT)  SOUTHEAST OF A METAL WITNESS POST SANS SIGN,
 AA2121'35.2 M (115.5 FT)  SOUTH-SOUTHWEST OF POWERLINE POLE 24514 AT TURN IN
 AA2121'UTILITY LINE, 32.8 M (107.6 FT)  EAST OF THE EAST CORNER OF A CATTLE
 AA2121'GUARD, AND 93.8 M (307.7 FT)  SOUTH-SOUTHWEST OF THE SIDE OF THE WATER
 AA2121'TANK. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0109 ***********************************************************************
 NQ0109  DESIGNATION -  O 1
 NQ0109  PID         -  NQ0109
 NQ0109  STATE/COUNTY-  WY/PLATTE
 NQ0109  USGS QUAD   -  CASSA (1990)
 NQ0109
 NQ0109                         *CURRENT SURVEY CONTROL
 NQ0109  ___________________________________________________________________
 NQ0109* NAD 83(1993)-  42 24 54.40627(N)    104 57 01.95963(W)     ADJUSTED  
 NQ0109* NAVD 88     -      1368.489  (meters)    4489.78   (feet)  ADJUSTED  
 NQ0109  ___________________________________________________________________
 NQ0109  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 NQ0109  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 NQ0109  DYNAMIC HT  -        1367.672 (meters)    4487.10  (feet)  COMP
 NQ0109  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 NQ0109
 NQ0109  HORZ ORDER  -  SECOND
 NQ0109  VERT ORDER  -  FIRST     CLASS II
 NQ0109
 NQ0109.The horizontal coordinates were established by classical geodetic methods
 NQ0109.and adjusted by the National Geodetic Survey in January 1997..
 NQ0109
 NQ0109.The orthometric height was determined by differential leveling
 NQ0109.and adjusted by the National Geodetic Survey in June 1991..
 NQ0109
 NQ0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0109
 NQ0109.The geoid height was determined by GEOID03.
 NQ0109
 NQ0109.The dynamic height is computed by dividing the NAVD 88
 NQ0109.geopotential number by the normal gravity value computed on the
 NQ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0109.degrees latitude (g = 980.6199 gals.).
 NQ0109
 NQ0109.The modeled gravity was interpolated from observed gravity values.
 NQ0109
 NQ0109;                    North         East     Units Scale Factor Converg.
 NQ0109;SPC WY E     -   212,707.085   217,787.944   MT  0.99994139   +0 08 44.8
 NQ0109;UTM  13      - 4,695,868.587   504,069.072   MT  0.99960020   +0 02 00.1
 NQ0109
 NQ0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0109!SPC WY E     -   0.99978763  x   0.99994139  =   0.99972903
 NQ0109!UTM  13      -   0.99978763  x   0.99960020  =   0.99938791
 NQ0109
 NQ0109                          SUPERSEDED SURVEY CONTROL
 NQ0109
 NQ0109  NAD 83(1986)-  42 24 54.38483(N)    104 57 01.95071(W) AD(       ) 2
 NQ0109  NAD 27      -  42 24 54.49200(N)    104 57 00.05900(W) AD(       ) 2
 NQ0109  NGVD 29 (??/??/92) 1367.72   (m)         4487.3    (f) COMPUTED    1 2
 NQ0109
 NQ0109.Superseded values are not recommended for survey control.
 NQ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0109.See file dsdata.txt to determine how the superseded data were derived.
 NQ0109
 NQ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0406995869(NAD 83)
 NQ0109_MARKER: V = STONE MONUMENT
 NQ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0109+STABILITY: SURFACE MOTION
 NQ0109
 NQ0109  HISTORY     - Date     Condition        Report By
 NQ0109  HISTORY     - 1948     MONUMENTED       CGS
 NQ0109  HISTORY     - 1956     MARK NOT FOUND   NGS
 NQ0109
 NQ0109                          STATION DESCRIPTION
 NQ0109
 NQ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NQ0109'STATION CASSA IS LOCATED IN THE LOW, FLAT AREA NEAR THE NORTH PLATTE
 NQ0109'RIVER, ABOUT 7.5 MILES AIR LINE SOUTHEAST OF GLENDO, 40 FEET EAST
 NQ0109'OF THE MOST EASTERLY OF THREE TRACKS OF THE CHICAGO, BURLINGTON
 NQ0109'AND QUINCY RAILROAD AT CASSA SIDING, 8 PACES NORTH OF TELEPHONE
 NQ0109'POLE, 8 PACES EAST OF MAIL PICKUP HANGER, 4 FEET WEST OF
 NQ0109'WHITE WITNESS POST.
 NQ0109'
 NQ0109'REFERENCE MARK NO. 3 IS THE U.S.C. AND G.S. BENCH MARK 0.1.
 NQ0109'IT IS A WYOMING SANDSTONE POST WITH A SQUARE HOLE IN THE TOP
 NQ0109'SURRONDED BY THE LETTERS USBM AND IS ABOUT 0.6 FOOT LOWER
 NQ0109'THAN STATION CASSA.
 NQ0109
 NQ0109                          STATION RECOVERY (1956)
 NQ0109
 NQ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 NQ0109'AT CASSA.
 NQ0109'AT CASSA SLIDING, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NQ0109'RIGHT-OF-WAY, 7.5 AIRLINE MILES SOUTHEAST OF GLENDO, 10 FEET
 NQ0109'SOUTH OF THE FIRST POLE NORTH OF MILE POLE 131, AND 40 FEET EAST
 NQ0109'OF THE CENTERLINE OF THE TRACK, 2 FEET WEST OF RIGHT-OF-WAY
 NQ0109'FENCELINE, 7 PACES SOUTH OF TELEPHONE LINE POLE, 114 PACES SOUTH
 NQ0109'OF WHERE A ROAD CROSSES THE TRACK AT A BOX CAR USED FOR THE
 NQ0109'CASSA STATION.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A
 NQ0109'WYOMING SANDSTONE POST, SURROUNDED BY THE LETTERS USBM., PROJECTS
 NQ0109'ABOUT 4 INCHES.  NOTE-- THE OLD DESCRIPTION IS VERY POOR.  THERE
 NQ0109'IS NO MILEPOST 131 IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0058 ***********************************************************************
 PY0058  DESIGNATION -  O 10
 PY0058  PID         -  PY0058
 PY0058  STATE/COUNTY-  WY/TETON
 PY0058  USGS QUAD   -  CRAIG PASS (1986)
 PY0058
 PY0058                         *CURRENT SURVEY CONTROL
 PY0058  ___________________________________________________________________
 PY0058* NAD 83(1986)-  44 26 20.     (N)    110 37 33.     (W)     SCALED    
 PY0058* NAVD 88     -      2551.972  (meters)    8372.59   (feet)  ADJUSTED  
 PY0058  ___________________________________________________________________
 PY0058  GEOID HEIGHT-          -8.70  (meters)                     GEOID03
 PY0058  DYNAMIC HT  -        2550.204 (meters)    8366.79  (feet)  COMP
 PY0058  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 PY0058
 PY0058  VERT ORDER  -  FIRST     CLASS II
 PY0058
 PY0058.The horizontal coordinates were scaled from a topographic map and have
 PY0058.an estimated accuracy of +/- 6 seconds.
 PY0058
 PY0058.The orthometric height was determined by differential leveling
 PY0058.and adjusted by the National Geodetic Survey in June 1991..
 PY0058
 PY0058.The geoid height was determined by GEOID03.
 PY0058
 PY0058.The dynamic height is computed by dividing the NAVD 88
 PY0058.geopotential number by the normal gravity value computed on the
 PY0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0058.degrees latitude (g = 980.6199 gals.).
 PY0058
 PY0058.The modeled gravity was interpolated from observed gravity values.
 PY0058
 PY0058;                    North         East    Units  Estimated Accuracy
 PY0058;SPC WY W     -   537,660.      756,810.      MT  (+/- 180 meters Scaled)
 PY0058
 PY0058                          SUPERSEDED SURVEY CONTROL
 PY0058
 PY0058  NGVD 29 (08/20/92) 2550.543  (m)         8367.91   (f) ADJUSTED    1 2
 PY0058
 PY0058.Superseded values are not recommended for survey control.
 PY0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0058.See file dsdata.txt to determine how the superseded data were derived.
 PY0058
 PY0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ297206(NAD 83)
 PY0058_MARKER: DB = BENCH MARK DISK
 PY0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0058_SP_SET: CONCRETE POST
 PY0058_STAMPING: O 10 1923 8365.872
 PY0058_MARK LOGO: CGS   
 PY0058_PROJECTION: PROJECTING 45 CENTIMETERS
 PY0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0058+STABILITY: SURFACE MOTION
 PY0058
 PY0058  HISTORY     - Date     Condition        Report By
 PY0058  HISTORY     - 1923     MONUMENTED       CGS
 PY0058  HISTORY     - 1956     GOOD             USGS
 PY0058  HISTORY     - 1987     GOOD             NGS
 PY0058
 PY0058                          STATION DESCRIPTION
 PY0058
 PY0058'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0058'3.5 MI W FROM WEST THUMB.
 PY0058'3.1 MILES NW OF WEST THUMB.  FROM WEST THUMB GO 1.3 MILES WEST ON THE
 PY0058'GRAND LOOP ROAD TOWARD OLD FAITHFUL TO JUNCTION OF OLD ROAD TO RIGHT,
 PY0058'THEN 2.2 MILES ON OLD ROAD, 0.2 MILES SE OF CONTINENTAL DIVIDE AND
 PY0058'ABOUT 10 FEET SOUTH OF THE ROAD.  A STANDARD DISK, STAMPED 8365.872 0
 PY0058'10 1923 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 17
 PY0058'INCHES ABOVE GROUND.
 PY0058
 PY0058                          STATION RECOVERY (1987)
 PY0058
 PY0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0058'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM
 PY0058'(1.10 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY FROM THE
 PY0058'SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST THUMB,
 PY0058'THENCE 3.5 KM (2.15 MI) WESTERLY ALONG A SERVICE ROAD, 0.3 KM (0.20
 PY0058'MI) SOUTHEAST OF THE CONTINENTAL DIVIDE, AND 4.3 M (14.1 FT)
 PY0058'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD.
 PY0058'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0024 ***********************************************************************
 PY0024  DESIGNATION -  O 11
 PY0024  PID         -  PY0024
 PY0024  STATE/COUNTY-  WY/PARK
 PY0024  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0024
 PY0024                         *CURRENT SURVEY CONTROL
 PY0024  ___________________________________________________________________
 PY0024* NAD 83(1986)-  44 49 26.     (N)    110 26 44.     (W)     SCALED    
 PY0024* NAVD 88     -      2669.347  (meters)    8757.68   (feet)  ADJUSTED  
 PY0024  ___________________________________________________________________
 PY0024  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0024  DYNAMIC HT  -        2667.531 (meters)    8751.72  (feet)  COMP
 PY0024  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 PY0024
 PY0024  VERT ORDER  -  FIRST     CLASS II
 PY0024
 PY0024.The horizontal coordinates were scaled from a topographic map and have
 PY0024.an estimated accuracy of +/- 6 seconds.
 PY0024
 PY0024.The orthometric height was determined by differential leveling
 PY0024.and adjusted by the National Geodetic Survey in June 1991..
 PY0024
 PY0024.The geoid height was determined by GEOID03.
 PY0024
 PY0024.The dynamic height is computed by dividing the NAVD 88
 PY0024.geopotential number by the normal gravity value computed on the
 PY0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0024.degrees latitude (g = 980.6199 gals.).
 PY0024
 PY0024.The modeled gravity was interpolated from observed gravity values.
 PY0024
 PY0024;                    North         East    Units  Estimated Accuracy
 PY0024;SPC WYWC     -   481,690.      465,910.      MT  (+/- 180 meters Scaled)
 PY0024
 PY0024                          SUPERSEDED SURVEY CONTROL
 PY0024
 PY0024  NGVD 29 (??/??/92) 2667.654  (m)         8752.13   (f) ADJ UNCH    1 2
 PY0024
 PY0024.Superseded values are not recommended for survey control.
 PY0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0024.See file dsdata.txt to determine how the superseded data were derived.
 PY0024
 PY0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ438635(NAD 83)
 PY0024_MARKER: DB = BENCH MARK DISK
 PY0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0024_SP_SET: CONCRETE POST
 PY0024_STAMPING: O 11 1923
 PY0024_MARK LOGO: CGS   
 PY0024_PROJECTION: PROJECTING 60 CENTIMETERS
 PY0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0024+STABILITY: SURFACE MOTION
 PY0024
 PY0024  HISTORY     - Date     Condition        Report By
 PY0024  HISTORY     - UNK      MONUMENTED       CGS
 PY0024  HISTORY     - 1934     MARK NOT FOUND   NGS
 PY0024  HISTORY     - 1976     GOOD             USGS
 PY0024  HISTORY     - 1987     GOOD             NGS
 PY0024
 PY0024                          STATION DESCRIPTION
 PY0024
 PY0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0024'9.0 MI S FROM TOWER JUNCTION.
 PY0024'9.3 MI. N OF ALONG THE CANYON JUNCTION-TOWER JUNCTION RD.  2.3 MI. N
 PY0024'OF DUNRAVEN PASS TO JUNCTION OF THE OLD RD. AND EXIT FROM MT.
 PY0024'WASHBURN.  ABOUT 1.1 MI. N ON THE OLD HWY. TO ORIGINAL JCT. WITH THE
 PY0024'MT. WASHBURN RD., 22 FEET E OF THE CENTERLINE IN A CONCRETE MONUMENT
 PY0024'PROJECTING 2.3 FEET.  A STANDARD USC AND GS DISK NOT STAMPED.
 PY0024
 PY0024                          STATION RECOVERY (1976)
 PY0024
 PY0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PY0024'RECOVERED IN GOOD CONDITION.
 PY0024
 PY0024                          STATION RECOVERY (1987)
 PY0024
 PY0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0024'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.1 KM
 PY0024'(8.75 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION HIGHWAY FROM
 PY0024'THE RANGER STATION IN TOWER JUNCTION, THENCE 2.0 KM (1.25 MI)
 PY0024'SOUTHERLY ALONG CHITTENDON ROAD, 11.6 M (38.1 FT) SOUTH-SOUTHWEST OF
 PY0024'THE CENTER OF A PAVED ROAD LEADING TO A PARKING AREA, 8.3 M (27.2 FT)
 PY0024'SOUTHEAST OF THE CENTER OF THE ROAD, AND 6.3 M (20.7 FT) NORTHEAST OF
 PY0024'THE EAST END OF A GATE.  NOTE--THE DISK IS STAMPED AS ABOVE.
 PY0024'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0040 ***********************************************************************
 PY0040  DESIGNATION -  O 12
 PY0040  PID         -  PY0040
 PY0040  STATE/COUNTY-  WY/PARK
 PY0040  USGS QUAD   -  PLENTY COUPS PEAK (1991)
 PY0040
 PY0040                         *CURRENT SURVEY CONTROL
 PY0040  ___________________________________________________________________
 PY0040* NAD 83(1986)-  44 28 49.     (N)    110 01 40.     (W)     SCALED    
 PY0040* NAVD 88     -      2160.414  (meters)    7087.96   (feet)  POSTED    
 PY0040  ___________________________________________________________________
 PY0040  GEOID HEIGHT-          -7.57  (meters)                     GEOID03
 PY0040  DYNAMIC HT  -        2159.080 (meters)    7083.58  (feet)  COMP
 PY0040  MODELED GRAV-     979,925.1   (mgal)                       NAVD 88
 PY0040
 PY0040  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PY0040
 PY0040.The horizontal coordinates were scaled from a topographic map and have
 PY0040.an estimated accuracy of +/- 6 seconds.
 PY0040
 PY0040.The orthometric height was determined by differential leveling
 PY0040.and adjusted by the National Geodetic Survey in 1992..
 PY0040.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PY0040.rate of 1.1 thru 2.0 mm/km.
 PY0040
 PY0040.The geoid height was determined by GEOID03.
 PY0040
 PY0040.The dynamic height is computed by dividing the NAVD 88
 PY0040.geopotential number by the normal gravity value computed on the
 PY0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0040.degrees latitude (g = 980.6199 gals.).
 PY0040
 PY0040.The modeled gravity was interpolated from observed gravity values.
 PY0040
 PY0040;                    North         East    Units  Estimated Accuracy
 PY0040;SPC WYWC     -   442,910.      498,350.      MT  (+/- 180 meters Scaled)
 PY0040
 PY0040                          SUPERSEDED SURVEY CONTROL
 PY0040
 PY0040  NGVD 29 (??/??/92) 2159.162  (m)         7083.85   (f) ADJ UNCH    2 0
 PY0040
 PY0040.Superseded values are not recommended for survey control.
 PY0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0040.See file dsdata.txt to determine how the superseded data were derived.
 PY0040
 PY0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ773256(NAD 83)
 PY0040_MARKER: DB = BENCH MARK DISK
 PY0040_SETTING: 80 = SET IN A BOULDER
 PY0040_STAMPING: 7083.637 O 12 1923
 PY0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0040+STABILITY: SURFACE MOTION
 PY0040
 PY0040  HISTORY     - Date     Condition        Report By
 PY0040  HISTORY     - 1923     MONUMENTED       CGS
 PY0040  HISTORY     - 1958     GOOD             USGS
 PY0040
 PY0040                          STATION DESCRIPTION
 PY0040
 PY0040'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0040'24.7 MI E FROM LAKE JUNCTION.
 PY0040'LAKE JUNCTION, 23.7 MILES EAST OF EAST ENTRANCE ROAD.  1.4 MILES WEST
 PY0040'OF EAST ENTRANCE.  0.1 MILES WEST OF ROAD BEND AT BASE OF ROCK SLIDE
 PY0040'NORTH OF ROAD.  135 FEET SOUTH OF HIGHWAY.  AT NORTH EDGE OF OLD
 PY0040'ABANDONED ROAD EAST OF ROAD BEND.  72 FEET NORTH OF CREEK.  IN A LARGE
 PY0040'ROCK BOULDER, A STANDARD DISK, SET VERTICALLY, STAMPED 7083.637 0 12
 PY0040'1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0068 ***********************************************************************
 PY0068  DESIGNATION -  O 13
 PY0068  PID         -  PY0068
 PY0068  STATE/COUNTY-  WY/TETON
 PY0068  USGS QUAD   -  LEWIS CANYON (1996)
 PY0068
 PY0068                         *CURRENT SURVEY CONTROL
 PY0068  ___________________________________________________________________
 PY0068* NAD 83(1986)-  44 14 27.     (N)    110 38 54.     (W)     SCALED    
 PY0068* NAVD 88     -      2368.055  (meters)    7769.19   (feet)  ADJUSTED  
 PY0068  ___________________________________________________________________
 PY0068  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0068  DYNAMIC HT  -        2366.456 (meters)    7763.95  (feet)  COMP
 PY0068  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 PY0068
 PY0068  VERT ORDER  -  FIRST     CLASS II
 PY0068
 PY0068.The horizontal coordinates were scaled from a topographic map and have
 PY0068.an estimated accuracy of +/- 6 seconds.
 PY0068
 PY0068.The orthometric height was determined by differential leveling
 PY0068.and adjusted by the National Geodetic Survey in June 1991..
 PY0068
 PY0068.The geoid height was determined by GEOID03.
 PY0068
 PY0068.The dynamic height is computed by dividing the NAVD 88
 PY0068.geopotential number by the normal gravity value computed on the
 PY0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0068.degrees latitude (g = 980.6199 gals.).
 PY0068
 PY0068.The modeled gravity was interpolated from observed gravity values.
 PY0068
 PY0068;                    North         East    Units  Estimated Accuracy
 PY0068;SPC WY W     -   515,660.      754,870.      MT  (+/- 180 meters Scaled)
 PY0068
 PY0068                          SUPERSEDED SURVEY CONTROL
 PY0068
 PY0068  NGVD 29 (08/20/92) 2366.692  (m)         7764.72   (f) ADJUSTED    1 2
 PY0068
 PY0068.Superseded values are not recommended for survey control.
 PY0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0068.See file dsdata.txt to determine how the superseded data were derived.
 PY0068
 PY0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP280986(NAD 83)
 PY0068_MARKER: DB = BENCH MARK DISK
 PY0068_SETTING: 80 = SET IN A BOULDER
 PY0068_SP_SET: BOULDER
 PY0068_STAMPING: O 13 1923
 PY0068_MARK LOGO: CGS   
 PY0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0068+STABILITY: SURFACE MOTION
 PY0068
 PY0068  HISTORY     - Date     Condition        Report By
 PY0068  HISTORY     - 1923     MONUMENTED       CGS
 PY0068  HISTORY     - 1956     GOOD             USGS
 PY0068  HISTORY     - 1987     GOOD             NGS
 PY0068
 PY0068                          STATION DESCRIPTION
 PY0068
 PY0068'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0068'7.9 MI N FROM SOUTH ENTRANCE.
 PY0068'7.9 MILES NORTH ALONG THE SOUTH ENTRANCE-THUMB RANGER STATION ROAD
 PY0068'FROM SOUTH ENTRANCE, YELLOWSTONE NATIONAL PARK, 50 FEET EAST OF THE
 PY0068'CENTERLINE OF THE ROAD, 3 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF
 PY0068'A LARGE BOULDER.  A STANDARD DISK, STAMPED 0 13 1923.  NOTE-- NAME OF
 PY0068'THE ROAD MENTIONED ABOVE IS NOW SOUTH ENTRANCE ROAD.  BENCH MARK IS
 PY0068'NOT STAMPED, AS REPORTED.
 PY0068
 PY0068                          STATION RECOVERY (1987)
 PY0068
 PY0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0028 ***********************************************************************
 PW0028  DESIGNATION -  O 4
 PW0028  PID         -  PW0028
 PW0028  STATE/COUNTY-  WY/SHERIDAN
 PW0028  USGS QUAD   -  LEITER (1971)
 PW0028
 PW0028                         *CURRENT SURVEY CONTROL
 PW0028  ___________________________________________________________________
 PW0028* NAD 83(1986)-  44 42 42.     (N)    106 18 24.     (W)     SCALED    
 PW0028* NAVD 88     -      1158.868  (meters)    3802.05   (feet)  POSTED    
 PW0028  ___________________________________________________________________
 PW0028  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 PW0028  DYNAMIC HT  -        1158.430 (meters)    3800.62  (feet)  COMP
 PW0028  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 PW0028
 PW0028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PW0028
 PW0028.The horizontal coordinates were scaled from a topographic map and have
 PW0028.an estimated accuracy of +/- 6 seconds.
 PW0028
 PW0028.The orthometric height was determined by differential leveling
 PW0028.and adjusted by the National Geodetic Survey in 1992..
 PW0028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PW0028.rate of 0.0 thru 1.0 mm/km.
 PW0028
 PW0028.The geoid height was determined by GEOID03.
 PW0028
 PW0028.The dynamic height is computed by dividing the NAVD 88
 PW0028.geopotential number by the normal gravity value computed on the
 PW0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0028.degrees latitude (g = 980.6199 gals.).
 PW0028
 PW0028.The modeled gravity was interpolated from observed gravity values.
 PW0028
 PW0028;                    North         East    Units  Estimated Accuracy
 PW0028;SPC WYEC     -   568,340.      481,350.      MT  (+/- 180 meters Scaled)
 PW0028
 PW0028                          SUPERSEDED SURVEY CONTROL
 PW0028
 PW0028  NGVD 29 (??/??/92) 1158.257  (m)         3800.05   (f) ADJ UNCH    1 2
 PW0028
 PW0028.Superseded values are not recommended for survey control.
 PW0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0028.See file dsdata.txt to determine how the superseded data were derived.
 PW0028
 PW0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK964517(NAD 83)
 PW0028_MARKER: P = PIPE CAP
 PW0028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0028_STAMPING: O 4
 PW0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0028
 PW0028  HISTORY     - Date     Condition        Report By
 PW0028  HISTORY     - UNK      MONUMENTED       CGS
 PW0028  HISTORY     - 1957     MARK NOT FOUND   NGS
 PW0028
 PW0028                          STATION DESCRIPTION
 PW0028
 PW0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0028'6.7 MI NE FROM CLEARMONT.
 PW0028'6.7 MILES NE ALONG THE CHICAGO, BURLINGTON AND QUINCY RR FROM
 PW0028'CLEARMONT, SHERIDAN COUNTY, AT BIG CORRAL, NEAR THE BIG CORRAL RANCH,
 PW0028'OF THE U-CROSS OUTFIT, NEAR THE MIDDLE OF THE SIDING, OPPOSITE THE
 PW0028'WAGON SCALES ON THE ROAD N. OF THE TRACK, 15 YARDS N. OF THE
 PW0028'CENTERLINE OF THE TRACK, AND 1 YARD S. OF THE RIGHT-OF-WAY FENCE.  A
 PW0028'STANDARD CAP, STAMPED O 4 AND FASTENED ON THE TOP OF A 3 1/2 INCH IRON
 PW0028'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0307 ***********************************************************************
 PV0307  DESIGNATION -  O 8
 PV0307  PID         -  PV0307
 PV0307  STATE/COUNTY-  WY/CAMPBELL
 PV0307  USGS QUAD   -  ECHETA (1972)
 PV0307
 PV0307                         *CURRENT SURVEY CONTROL
 PV0307  ___________________________________________________________________
 PV0307* NAD 83(1986)-  44 29 02.     (N)    105 54 18.     (W)     SCALED    
 PV0307* NAVD 88     -      1218.605  (meters)    3998.04   (feet)  ADJUSTED  
 PV0307  ___________________________________________________________________
 PV0307  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 PV0307  DYNAMIC HT  -        1218.130 (meters)    3996.48  (feet)  COMP
 PV0307  MODELED GRAV-     980,186.2   (mgal)                       NAVD 88
 PV0307
 PV0307  VERT ORDER  -  FIRST     CLASS II
 PV0307
 PV0307.The horizontal coordinates were scaled from a topographic map and have
 PV0307.an estimated accuracy of +/- 6 seconds.
 PV0307
 PV0307.The orthometric height was determined by differential leveling
 PV0307.and adjusted by the National Geodetic Survey in June 1991..
 PV0307
 PV0307.The geoid height was determined by GEOID03.
 PV0307
 PV0307.The dynamic height is computed by dividing the NAVD 88
 PV0307.geopotential number by the normal gravity value computed on the
 PV0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0307.degrees latitude (g = 980.6199 gals.).
 PV0307
 PV0307.The modeled gravity was interpolated from observed gravity values.
 PV0307
 PV0307;                    North         East    Units  Estimated Accuracy
 PV0307;SPC WY E     -   442,780.      141,270.      MT  (+/- 180 meters Scaled)
 PV0307
 PV0307                          SUPERSEDED SURVEY CONTROL
 PV0307
 PV0307  NGVD 29 (??/??/92) 1217.936  (m)         3995.84   (f) ADJ UNCH    1 2
 PV0307
 PV0307.Superseded values are not recommended for survey control.
 PV0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0307.See file dsdata.txt to determine how the superseded data were derived.
 PV0307
 PV0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK280260(NAD 83)
 PV0307_MARKER: B = BOLT
 PV0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PV0307_SP_SET: CULVERT
 PV0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0307
 PV0307  HISTORY     - Date     Condition        Report By
 PV0307  HISTORY     - 1908     MONUMENTED       CGS
 PV0307  HISTORY     - 1957     GOOD             NGS
 PV0307
 PV0307                          STATION DESCRIPTION
 PV0307
 PV0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0307'17.4 MI SE FROM ARVADA.
 PV0307'ABOUT 17.45 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 PV0307'QUINCY RAILROAD FROM THE STATION AT ARVADA, IN THE TOP OF THE
 PV0307'WEST WING WALL OF A LARGE CONCRETE BOX CULVERT THAT ALSO SERVES
 PV0307'AS A CATTLE UNDERPASS, 17 FEET SOUTHWEST AND ABOUT 8 FEET BELOW
 PV0307'THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0093 ***********************************************************************
 PY0093  DESIGNATION -  O 9
 PY0093  PID         -  PY0093
 PY0093  STATE/COUNTY-  WY/PARK
 PY0093  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0093
 PY0093                         *CURRENT SURVEY CONTROL
 PY0093  ___________________________________________________________________
 PY0093* NAD 83(1986)-  44 39 12.     (N)    110 46 14.     (W)     SCALED    
 PY0093* NAVD 88     -      2176.144  (meters)    7139.57   (feet)  ADJUSTED  
 PY0093  ___________________________________________________________________
 PY0093  GEOID HEIGHT-          -8.73  (meters)                     GEOID03
 PY0093  DYNAMIC HT  -        2174.823 (meters)    7135.23  (feet)  COMP
 PY0093  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 PY0093
 PY0093  VERT ORDER  -  FIRST     CLASS II
 PY0093
 PY0093.The horizontal coordinates were scaled from a topographic map and have
 PY0093.an estimated accuracy of +/- 6 seconds.
 PY0093
 PY0093.The orthometric height was determined by differential leveling
 PY0093.and adjusted by the National Geodetic Survey in June 1991..
 PY0093
 PY0093.The geoid height was determined by GEOID03.
 PY0093
 PY0093.The dynamic height is computed by dividing the NAVD 88
 PY0093.geopotential number by the normal gravity value computed on the
 PY0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0093.degrees latitude (g = 980.6199 gals.).
 PY0093
 PY0093.The modeled gravity was interpolated from observed gravity values.
 PY0093
 PY0093;                    North         East    Units  Estimated Accuracy
 PY0093;SPC WYWC     -   463,330.      439,740.      MT  (+/- 180 meters Scaled)
 PY0093
 PY0093                          SUPERSEDED SURVEY CONTROL
 PY0093
 PY0093  NGVD 29 (08/20/92) 2174.839  (m)         7135.28   (f) ADJUSTED    1 2
 PY0093
 PY0093.Superseded values are not recommended for survey control.
 PY0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0093.See file dsdata.txt to determine how the superseded data were derived.
 PY0093
 PY0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ181444(NAD 83)
 PY0093_MARKER: DB = BENCH MARK DISK
 PY0093_SETTING: 66 = SET IN ROCK OUTCROP
 PY0093_SP_SET: BEDROCK
 PY0093_STAMPING: 0 9 1923 5134.589
 PY0093_MARK LOGO: CGS   
 PY0093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0093+STABILITY: POSITION/ELEVATION WELL
 PY0093
 PY0093  HISTORY     - Date     Condition        Report By
 PY0093  HISTORY     - 1923     MONUMENTED       CGS
 PY0093  HISTORY     - 1960     GOOD             NGS
 PY0093  HISTORY     - 1983     GOOD             NGS
 PY0093  HISTORY     - 1987     GOOD             NGS
 PY0093
 PY0093                          STATION DESCRIPTION
 PY0093
 PY0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0093'8.05 MI SW FROM NORRIS.
 PY0093'ABOUT 8.05 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0093'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, AT THE TOP OF A CLIFF
 PY0093'OVERLOOKING GIBBON FALLS, SET IN THE TOP OF A VERY LARGE BOULDER WHICH
 PY0093'PROJECTS 3 1/2 FEET, 73 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE
 PY0093'HIGHWAY, 69 FEET SOUTH-SOUTHWEST OF THE GIBBONS FALLS EXHIBIT, 5 FEET
 PY0093'EAST-SOUTHEAST OF A STONE GUARD RAIL ON THE EAST-SOUTHEAST SIDE OF A
 PY0093'LARGE PARKING AREA, ABOUT 3 FEET ABOVE THE HIGHWAY.  NOTE-- 1964
 PY0093'REPORT-- O 9 1923 STAMPED IN THE RING AND 7134.589 STAMPED OUTSIDE THE
 PY0093'RING.
 PY0093
 PY0093                          STATION RECOVERY (1983)
 PY0093
 PY0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0093'RECOVERED IN GOOD CONDITION.
 PY0093
 PY0093                          STATION RECOVERY (1987)
 PY0093
 PY0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0849 ***********************************************************************
 MR0849  DESIGNATION -  OAKLEY
 MR0849  PID         -  MR0849
 MR0849  STATE/COUNTY-  WY/LINCOLN
 MR0849  USGS QUAD   -  ELKOL (1978)
 MR0849
 MR0849                         *CURRENT SURVEY CONTROL
 MR0849  ___________________________________________________________________
 MR0849* NAD 83(1993)-  41 44 29.39425(N)    110 32 12.17664(W)     ADJUSTED  
 MR0849* NAVD 88     -      2180.2    (meters)    7153.     (feet)  VERTCON   
 MR0849  ___________________________________________________________________
 MR0849  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 MR0849  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MR0849
 MR0849  HORZ ORDER  -  THIRD
 MR0849
 MR0849.The horizontal coordinates were established by classical geodetic methods
 MR0849.and adjusted by the National Geodetic Survey in January 1997..
 MR0849
 MR0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0849
 MR0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0849
 MR0849.The geoid height was determined by GEOID03.
 MR0849
 MR0849;                    North         East     Units Scale Factor Converg.
 MR0849;SPC WY W     -   237,966.879   762,287.591   MT  0.99995500   -0 18 06.7
 MR0849;UTM  12      - 4,621,179.429   538,523.043   MT  0.99961826   +0 18 30.4
 MR0849
 MR0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0849!SPC WY W     -   0.99966040  x   0.99995500  =   0.99961542
 MR0849!UTM  12      -   0.99966040  x   0.99961826  =   0.99927879
 MR0849
 MR0849:                Primary Azimuth Mark                     Grid Az
 MR0849:SPC WY W     -  FOSSIL 2                                 264 48 12.3
 MR0849:UTM  12      -  FOSSIL 2                                 264 11 35.2
 MR0849
 MR0849|---------------------------------------------------------------------|
 MR0849| PID    Reference Object                     Distance      Geod. Az  |
 MR0849|                                                           dddmmss.s |
 MR0849| MR0855 FOSSIL 2                            APPROX. 8.2 KM 2643005.6 |
 MR0849|---------------------------------------------------------------------|
 MR0849
 MR0849                          SUPERSEDED SURVEY CONTROL
 MR0849
 MR0849  NAD 83(1986)-  41 44 29.38468(N)    110 32 12.17468(W) AD(       ) 3
 MR0849  NAD 27      -  41 44 29.57101(N)    110 32 09.56378(W) AD(       ) 3
 MR0849  NGVD 29 (07/19/86) 2178.8    (m)         7148.     (f) VERT ANG       
 MR0849
 MR0849.Superseded values are not recommended for survey control.
 MR0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0849.See file dsdata.txt to determine how the superseded data were derived.
 MR0849
 MR0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3852321179(NAD 83)
 MR0849_MARKER: DD = SURVEY DISK
 MR0849_SETTING: 0 = UNSPECIFIED SETTING
 MR0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0849
 MR0849  HISTORY     - Date     Condition        Report By
 MR0849  HISTORY     - 1952     MONUMENTED       USGS
 MR0849
 MR0849                          STATION DESCRIPTION
 MR0849
 MR0849'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 MR0849'STATION IS LOCATED ON HIGHEST POINT OF A ROCKY KNOLL, ABOUT 4.0 MI. S.
 MR0849'OF KEMMERER, ABOUT 1/4 MI. W. OF HAMSFORK CREEK, ABOUT 2.0 MI. E. OF
 MR0849'U.S. HIGHWAY 189.
 MR0849'
 MR0849'TO REACH FROM THE KEMMERER POST OFFICE GO E. 1 BLOCK TO U.S. HIGHWAY
 MR0849'30 N. AND 189, TURN RIGHT S. GO 1.9 MI. TO JUNCTION OF HIGHWAY 30 N.
 MR0849'AND A GRADED RD. SE. ONTO GRADED RD. AND GO 1.0 MI. TO RD. FORK AT OLD
 MR0849'OAKLEY MINING CAMP RUINS, TURN RIGHT SW. GO 1.9 MI. TO A POINT WHERE A
 MR0849'DIM PASTURE RD. HEADS NE. FROM RD., TURN LEFT NE. GO 0.3 MI. TO RD.
 MR0849'FORK, TURN LEFT N. AND FOLLOW RD. 0.4 MI. TO TOP OF KNOLL WHERE
 MR0849'STATION IS LOCATED.
 MR0849'
 MR0849'STATION MARK - STANDARD TABLET STAMPED ---OAKLEY 1952--- WELDED TO
 MR0849'A 4-IN. IRON PIPE PROJECTING 3 IN. ABOVE GROUND.
 MR0849'
 MR0849'REFERENCE MARK NO.1 - A 1/2 IN. IRON ROD STAMPED ---R1--- 23.30 FT.
 MR0849'FROM STATION MARK, N 58 DEG 51 MIN W.
 MR0849'
 MR0849'REFERENCE MARK NO.2 - A 1/2 IN. IRON ROD STAMPED ---R2--- 25.30 FT.
 MR0849'FROM STATION, N 42 DEG 19 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0551 ***********************************************************************
 NQ0551  DESIGNATION -  OBGG 1
 NQ0551  PID         -  NQ0551
 NQ0551  STATE/COUNTY-  WY/PLATTE
 NQ0551  USGS QUAD   -  CEDAR HILL (1949)
 NQ0551
 NQ0551                         *CURRENT SURVEY CONTROL
 NQ0551  ___________________________________________________________________
 NQ0551* NAD 83(1993)-  42 30 31.31086(N)    105 14 21.24782(W)     ADJUSTED  
 NQ0551* NAVD 88     -      1668.     (meters)    5472.     (feet)  VERTCON   
 NQ0551  ___________________________________________________________________
 NQ0551  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 NQ0551  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NQ0551
 NQ0551  HORZ ORDER  -  THIRD
 NQ0551
 NQ0551.The horizontal coordinates were established by classical geodetic methods
 NQ0551.and adjusted by the National Geodetic Survey in January 1997..
 NQ0551
 NQ0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0551
 NQ0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0551
 NQ0551.The geoid height was determined by GEOID03.
 NQ0551
 NQ0551;                    North         East     Units Scale Factor Converg.
 NQ0551;SPC WY E     -   223,081.948   194,036.113   MT  0.99993794   -0 02 56.5
 NQ0551;UTM  13      - 4,706,286.560   480,345.663   MT  0.99960475   -0 09 41.9
 NQ0551
 NQ0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0551!SPC WY E     -   0.99974062  x   0.99993794  =   0.99967857
 NQ0551!UTM  13      -   0.99974062  x   0.99960475  =   0.99934547
 NQ0551
 NQ0551:                Primary Azimuth Mark                     Grid Az
 NQ0551:SPC WY E     -  OREGON                                   282 07 06.3
 NQ0551:UTM  13      -  OREGON                                   282 13 51.7
 NQ0551
 NQ0551|---------------------------------------------------------------------|
 NQ0551| PID    Reference Object                     Distance      Geod. Az  |
 NQ0551|                                                           dddmmss.s |
 NQ0551| NQ0566 OREGON                              APPROX. 3.0 KM 2820409.8 |
 NQ0551|---------------------------------------------------------------------|
 NQ0551
 NQ0551                          SUPERSEDED SURVEY CONTROL
 NQ0551
 NQ0551  NAD 83(1986)-  42 30 31.29056(N)    105 14 21.23733(W) AD(       ) 3
 NQ0551  NAD 27      -  42 30 31.40247(N)    105 14 19.31129(W) AD(       ) 3
 NQ0551  NGVD 29 (07/19/86) 1667.     (m)         5469.     (f) VERT ANG       
 NQ0551
 NQ0551.Superseded values are not recommended for survey control.
 NQ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0551.See file dsdata.txt to determine how the superseded data were derived.
 NQ0551
 NQ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8034606287(NAD 83)
 NQ0551_MARKER: DD = SURVEY DISK
 NQ0551_SETTING: 0 = UNSPECIFIED SETTING
 NQ0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0551
 NQ0551  HISTORY     - Date     Condition        Report By
 NQ0551  HISTORY     - 1948     MONUMENTED       USGS
 NQ0551
 NQ0551                          STATION DESCRIPTION
 NQ0551
 NQ0551'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0551'LOCATED ON RIDGE ABOUT MIDWAY BETWEEN N. AND S. FORKS OF S. ELKHORN
 NQ0551'CREEK, ABOUT 3/4 MI. NE. OF DILTZ RANCH.
 NQ0551'
 NQ0551'TO REACH FROM GLENDO, AT T-RD. W. AT N. END OF OVERPASS AT THE S. END
 NQ0551'OF GLENDO, GO W. 0.05 MI. CROSSING RAILROAD TRACKS, THENCE S. 0.05
 NQ0551'MI., TURN RIGHT AND GO W. ON MAIN RD. FOR 13.70 MI.  TURN N. AND
 NQ0551'FOLLOW OLD RD. NW. AND N. FOR 0.80 MI. TO GATE IN E-W. FENCE.
 NQ0551'CONTINUE 0.65 MI. TO ANOTHER GATE, THENCE 0.40 MI. TO S. FORK OF S.
 NQ0551'ELKHORN CREEK.  PROCEED W. THRU DILTZ RANCH FOR 0.20 MI. CROSSING
 NQ0551'CREEK.  TURN RIGHT (N.) AND GO UP HILL 0.45 MI. TO T-RD. E. ON TOP
 NQ0551'OF MESA.  TURN RIGHT (E.) AND GO 1.10 MI. TO TRAIL FORKS AND STATION.
 NQ0551'STATION IS 61.85 FT. N. OF TRAIL FORKS.
 NQ0551'
 NQ0551'STATION MARK--STANDARD TABLET STAMPED ---O B G G-1 1948--- SET IN
 NQ0551'CONCRETE POST.
 NQ0551'
 NQ0551'REFERENCE MARK NO. 1--3/4 IN. IRON PIPE EXTENDING 6.00 IN. ABOVE
 NQ0551'GROUND, BEING S 51 DEG 36 MIN W,
 NQ0551'25.00 FT. FROM STATION MARK.
 NQ0551'
 NQ0551'REFERENCE MARK NO. 2--3/4 IN. IRON PIPE EXTENDING 6.00 IN. ABOVE
 NQ0551'GROUND, BEING N 65 DEG 23 MIN W,
 NQ0551'25.75 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0602 ***********************************************************************
 MP0602  DESIGNATION -  OBRIAN
 MP0602  PID         -  MP0602
 MP0602  STATE/COUNTY-  WY/CARBON
 MP0602  USGS QUAD   -  FERRIS LAKE (1971)
 MP0602
 MP0602                         *CURRENT SURVEY CONTROL
 MP0602  ___________________________________________________________________
 MP0602* NAD 83(1993)-  41 59 32.58906(N)    106 59 56.15827(W)     ADJUSTED  
 MP0602* NAVD 88     -      2044.6    (meters)    6708.     (feet)  VERTCON   
 MP0602  ___________________________________________________________________
 MP0602  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 MP0602  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 MP0602
 MP0602  HORZ ORDER  -  THIRD
 MP0602
 MP0602.The horizontal coordinates were established by classical geodetic methods
 MP0602.and adjusted by the National Geodetic Survey in January 1997..
 MP0602
 MP0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0602
 MP0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0602
 MP0602.The geoid height was determined by GEOID03.
 MP0602
 MP0602;                    North         East     Units Scale Factor Converg.
 MP0602;SPC WYEC     -   265,786.136   427,706.922   MT  0.99994694   +0 13 25.4
 MP0602;UTM  13      - 4,650,863.550   334,429.819   MT  0.99993733   -1 20 15.6
 MP0602
 MP0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0602!SPC WYEC     -   0.99968159  x   0.99994694  =   0.99962855
 MP0602!UTM  13      -   0.99968159  x   0.99993733  =   0.99961894
 MP0602
 MP0602:                Primary Azimuth Mark                     Grid Az
 MP0602:SPC WYEC     -  SANDSTONE                                125 19 38.2
 MP0602:UTM  13      -  SANDSTONE                                126 53 19.2
 MP0602
 MP0602|---------------------------------------------------------------------|
 MP0602| PID    Reference Object                     Distance      Geod. Az  |
 MP0602|                                                           dddmmss.s |
 MP0602| MP0600 SANDSTONE                           APPROX. 3.3 KM 1253303.6 |
 MP0602|---------------------------------------------------------------------|
 MP0602
 MP0602                          SUPERSEDED SURVEY CONTROL
 MP0602
 MP0602  NAD 83(1986)-  41 59 32.57662(N)    106 59 56.15006(W) AD(       ) 3
 MP0602  NAD 27      -  41 59 32.72343(N)    106 59 53.98560(W) AD(       ) 3
 MP0602  NGVD 29 (07/19/86) 2043.4    (m)         6704.     (f) VERT ANG       
 MP0602
 MP0602.Superseded values are not recommended for survey control.
 MP0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0602.See file dsdata.txt to determine how the superseded data were derived.
 MP0602
 MP0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3443050864(NAD 83)
 MP0602_MARKER: DD = SURVEY DISK
 MP0602_SETTING: 0 = UNSPECIFIED SETTING
 MP0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0602
 MP0602  HISTORY     - Date     Condition        Report By
 MP0602  HISTORY     - 1951     MONUMENTED       USGS
 MP0602
 MP0602                          STATION DESCRIPTION
 MP0602
 MP0602'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0602'STATION IS LOCATED ABOUT 14.6 MI. N. AND 6.4 MI. E. OF SINCLAIR AND
 MP0602'ABOUT 800 FT. E. OF THE SEMINOE DAM RD.
 MP0602'
 MP0602'TO REACH FROM SINCLAIR HOTEL, PROCEED W. ON U.S. HWY.30  3 BLOCKS TO
 MP0602'SEVENTH STREET, THENCE N. 0.3 MI. TO CATTLE GUARD AND CROSSING, THENCE
 MP0602'NE. ON MAIN TRAVELED RD. 3.3 MI. TO RD. CROSSING, THENCE 15.0 MI. TO
 MP0602'POWER POLE 167, STATION IS ABOUT HALFWAY BETWEEN POLE 167 AND 166 AND
 MP0602'ABOUT 800 FT. E. OF RD.
 MP0602'
 MP0602'STATION MARK - STANDARD TABLET SET IN CONCRETE POST AND STAMPED,
 MP0602'---LFR-O-BRIEN 1951.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0813 ***********************************************************************
 OX0813  DESIGNATION -  OBS ET
 OX0813  PID         -  OX0813
 OX0813  STATE/COUNTY-  WY/LINCOLN
 OX0813  USGS QUAD   -  OBSERVATION PEAK (1996)
 OX0813
 OX0813                         *CURRENT SURVEY CONTROL
 OX0813  ___________________________________________________________________
 OX0813* NAD 83(1993)-  43 16 05.97754(N)    110 57 42.44586(W)     ADJUSTED  
 OX0813* NAVD 88     -      3029.6    (meters)    9940.     (feet)  VERTCON   
 OX0813  ___________________________________________________________________
 OX0813  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 OX0813  GEOID HEIGHT-         -10.15  (meters)                     GEOID03
 OX0813
 OX0813  HORZ ORDER  -  THIRD
 OX0813
 OX0813.The horizontal coordinates were established by classical geodetic methods
 OX0813.and adjusted by the National Geodetic Survey in July 1992..
 OX0813
 OX0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0813
 OX0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0813
 OX0813.The geoid height was determined by GEOID03.
 OX0813
 OX0813;                    North         East     Units Scale Factor Converg.
 OX0813;SPC WY W     -   407,836.532   728,686.520   MT  1.00000004   -0 36 07.7
 OX0813;UTM  12      - 4,790,613.473   503,100.806   MT  0.99960012   +0 01 34.3
 OX0813
 OX0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0813!SPC WY W     -   0.99952671  x   1.00000004  =   0.99952675
 OX0813!UTM  12      -   0.99952671  x   0.99960012  =   0.99912702
 OX0813
 OX0813:                Primary Azimuth Mark                     Grid Az
 OX0813:SPC WY W     -  9652 VA                                  294 54 54.5
 OX0813:UTM  12      -  9652 VA                                  294 17 12.5
 OX0813
 OX0813|---------------------------------------------------------------------|
 OX0813| PID    Reference Object                     Distance      Geod. Az  |
 OX0813|                                                           dddmmss.s |
 OX0813| OX0671 9652 VA                             APPROX. 7.1 KM 2941846.8 |
 OX0813|---------------------------------------------------------------------|
 OX0813
 OX0813                          SUPERSEDED SURVEY CONTROL
 OX0813
 OX0813  NAD 83(1986)-  43 16 05.96852(N)    110 57 42.43699(W) AD(       ) 3
 OX0813  NAD 27      -  43 16 06.23318(N)    110 57 39.69867(W) AD(       ) 3
 OX0813  NGVD 29 (07/19/86) 3028.2    (m)         9935.     (f) VERT ANG       
 OX0813
 OX0813.Superseded values are not recommended for survey control.
 OX0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0813.See file dsdata.txt to determine how the superseded data were derived.
 OX0813
 OX0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN0310190613(NAD 83)
 OX0813_MARKER: DD = SURVEY DISK
 OX0813_SETTING: 80 = SET IN A BOULDER
 OX0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0813+STABILITY: SURFACE MOTION
 OX0813
 OX0813  HISTORY     - Date     Condition        Report By
 OX0813  HISTORY     - 1963     MONUMENTED       USGS
 OX0813
 OX0813                          STATION DESCRIPTION
 OX0813
 OX0813'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 OX0813'STATION LOCATED ABOUT 130 FT. NW. OF THE SE. END OF A FLAT TOPPED
 OX0813'PEAK, ABOUT 18.0 MI. (AIRLINE) SW. OF JACKSON, ABOUT 8 MI. (AIRLINE)
 OX0813'NE. OF ALPINE AND ABOUT 1.3 MI. (AIRLINE) SW. OF OBSERVATION PEAK.
 OX0813'
 OX0813'STATION WAS REACHED BY HELICOPTER.
 OX0813'
 OX0813'STATION MARK--USGS ALUMINUM TABLET, SET IN BOULDER WHICH IS FLUSH
 OX0813'WITH GROUND, AND STAMPED ---OBS-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1255 ***********************************************************************
 PY1255  DESIGNATION -  OBSERVATION
 PY1255  PID         -  PY1255
 PY1255  STATE/COUNTY-  WY/PARK
 PY1255  USGS QUAD   -  COOK PEAK (1986)
 PY1255
 PY1255                         *CURRENT SURVEY CONTROL
 PY1255  ___________________________________________________________________
 PY1255* NAD 83(1993)-  44 46 19.16274(N)    110 32 52.64076(W)     ADJUSTED  
 PY1255* NAVD 88     -      2865.6    (meters)    9402.     (feet)  VERTCON   
 PY1255  ___________________________________________________________________
 PY1255  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 PY1255  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY1255
 PY1255  HORZ ORDER  -  THIRD
 PY1255
 PY1255.The horizontal coordinates were established by classical geodetic methods
 PY1255.and adjusted by the National Geodetic Survey in January 1997..
 PY1255
 PY1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1255
 PY1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1255
 PY1255.The geoid height was determined by GEOID03.
 PY1255
 PY1255;                    North         East     Units Scale Factor Converg.
 PY1255;SPC WYWC     -   476,100.178   457,684.426   MT  1.00018648   -1 15 59.4
 PY1255;UTM  12      - 4,957,721.226   535,769.026   MT  0.99961573   +0 19 06.1
 PY1255
 PY1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1255!SPC WYWC     -   0.99955222  x   1.00018648  =   0.99973862
 PY1255!UTM  12      -   0.99955222  x   0.99961573  =   0.99916813
 PY1255
 PY1255:                Primary Azimuth Mark                     Grid Az
 PY1255:SPC WYWC     -  COOK                                     345 51 22.3
 PY1255:UTM  12      -  COOK                                     344 16 16.8
 PY1255
 PY1255|---------------------------------------------------------------------|
 PY1255| PID    Reference Object                     Distance      Geod. Az  |
 PY1255|                                                           dddmmss.s |
 PY1255| PY1256 COOK                                APPROX. 8.2 KM 3443522.9 |
 PY1255|---------------------------------------------------------------------|
 PY1255
 PY1255                          SUPERSEDED SURVEY CONTROL
 PY1255
 PY1255  NAD 83(1993)-  44 46 19.16267(N)    110 32 52.64073(W) AD(       ) 3
 PY1255  NAD 83(1986)-  44 46 19.15671(N)    110 32 52.62417(W) AD(       ) 3
 PY1255  NAD 27      -  44 46 19.38846(N)    110 32 49.89835(W) AD(       ) 3
 PY1255  NGVD 29 (07/19/86) 2864.2    (m)         9397.     (f) VERT ANG       
 PY1255
 PY1255.Superseded values are not recommended for survey control.
 PY1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1255.See file dsdata.txt to determine how the superseded data were derived.
 PY1255
 PY1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ3576957721(NAD 83)
 PY1255_MARKER: DD = SURVEY DISK
 PY1255_SETTING: 80 = SET IN A BOULDER
 PY1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1255+STABILITY: SURFACE MOTION
 PY1255
 PY1255  HISTORY     - Date     Condition        Report By
 PY1255  HISTORY     - 1955     MONUMENTED       USGS
 PY1255
 PY1255                          STATION DESCRIPTION
 PY1255
 PY1255'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1255'STATION LOCATED ABOUT 16 MI. (AIRLINE) SE. OF MAMMOTH HOT SPRINGS,
 PY1255'WYOMING, AND ABOUT 5 MI. NW. OF CANYON IN YELLOWSTONE PARK, ON THE
 PY1255'NW. EDGE AND HIGHEST PART OF A MOUNTAIN KNOWN AS OBSERVATION PEAK,
 PY1255'46 FT. W. OF THE CENTER OF A LOOKOUT HOUSE.
 PY1255'
 PY1255'TO REACH STATION FROM CANYON JUNCTION, GO NORTHERLY ON THE CANYON
 PY1255'TOWER JUNCTION HIGHWAY 2.9 MI. TO TURNOUT ONTO DIRT RD. ON LEFT,
 PY1255'THIS TURNOUT MAY BE HARD TO FIND AND IS LOCATED ABOUT 0.4 MI. NE.
 PY1255'OF CURVE WHERE HIGHWAY CHANGES FROM N. TO AN EASTERLY COURSE.  A
 PY1255'SIGN WILL BE ENCOUNTERED ON DIRT RD. STATING THAT RD. IS A FIRE ROAD
 PY1255'ONLY AND NOT OPEN TO THE PUBLIC, PROCEED WESTERLY 0.2 MI. TO LOCKED
 PY1255'GATE, KEY FOR LOCK MUST BE OBTAINED FROM CANYON RANGER STATION.
 PY1255'PROCEED WESTERLY ON DIM RD. 1.2 MI. FROM GATE TO END OF TRUCK TRAVEL.
 PY1255'CONTINUE W. ALONG TRAIL IN MEADOW ABOUT 1 MI. TO CASCADE LAKE, ON
 PY1255'THE N. SIDE OF LAKE A SIGN DESIGNATES THE MARKED TRAIL FOR THE
 PY1255'ASCENT OF OBSERVATION PEAK.  THE TRAIL IS WELL MARKED AND IS AN EASY
 PY1255'1-1/2-HOUR PACK FROM THE LAKE.  PROCEED UP MOUNTAIN AND TO STATION
 PY1255'AS DESCRIBED.
 PY1255'
 PY1255'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---OBSERVATION 1955---,
 PY1255'SET IN VERY LARGE BOULDER 46 FT. W. OF CENTER OF LOOKOUT HOUSE.
 PY1255'
 PY1255'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0432 ***********************************************************************
 OW0432  DESIGNATION -  OCEAN
 OW0432  PID         -  OW0432
 OW0432  STATE/COUNTY-  WY/FREMONT
 OW0432  USGS QUAD   -  PAVILLION SE (1978)
 OW0432
 OW0432                         *CURRENT SURVEY CONTROL
 OW0432  ___________________________________________________________________
 OW0432* NAD 83(1993)-  43 07 21.88916(N)    108 30 25.33555(W)     ADJUSTED  
 OW0432* NAVD 88     -      1643.6    (meters)    5392.     (feet)  VERTCON   
 OW0432  ___________________________________________________________________
 OW0432  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 OW0432  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 OW0432
 OW0432  HORZ ORDER  -  THIRD
 OW0432
 OW0432.The horizontal coordinates were established by classical geodetic methods
 OW0432.and adjusted by the National Geodetic Survey in January 1997..
 OW0432
 OW0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0432
 OW0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0432
 OW0432.The geoid height was determined by GEOID03.
 OW0432
 OW0432;                    North         East     Units Scale Factor Converg.
 OW0432;SPC WYWC     -   291,318.026   619,770.671   MT  0.99994231   +0 09 57.9
 OW0432;UTM  12      - 4,777,462.577   702,796.595   MT  1.00010595   +1 42 16.8
 OW0432
 OW0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0432!SPC WYWC     -   0.99974446  x   0.99994231  =   0.99968679
 OW0432!UTM  12      -   0.99974446  x   1.00010595  =   0.99985038
 OW0432
 OW0432:                Primary Azimuth Mark                     Grid Az
 OW0432:SPC WYWC     -  PEBBLE                                   157 00 02.9
 OW0432:UTM  12      -  PEBBLE                                   155 27 44.0
 OW0432
 OW0432|---------------------------------------------------------------------|
 OW0432| PID    Reference Object                     Distance      Geod. Az  |
 OW0432|                                                           dddmmss.s |
 OW0432| OW0267 PEBBLE                              APPROX. 4.8 KM 1571000.8 |
 OW0432|---------------------------------------------------------------------|
 OW0432
 OW0432                          SUPERSEDED SURVEY CONTROL
 OW0432
 OW0432  NAD 83(1986)-  43 07 21.87512(N)    108 30 25.34067(W) AD(       ) 3
 OW0432  NGVD 29 (11/06/89) 1642.6    (m)         5389.     (f) VERT ANG       
 OW0432
 OW0432.Superseded values are not recommended for survey control.
 OW0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0432.See file dsdata.txt to determine how the superseded data were derived.
 OW0432
 OW0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0279777463(NAD 83)
 OW0432_MARKER: DS = TRIANGULATION STATION DISK
 OW0432_SETTING: 0 = UNSPECIFIED SETTING
 OW0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0432
 OW0432  HISTORY     - Date     Condition        Report By
 OW0432  HISTORY     - 1948     MONUMENTED       USGS
 OW0432
 OW0432                          STATION DESCRIPTION
 OW0432
 OW0432'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0432'LOCATED ABOUT 9.0 MI. NW. OF RIVERTON, ABOUT 8.8 MI. ESE. OF KINNEAR
 OW0432'POST OFFICE, ABOUT 5.0 MI. NE. OF WIND RIVER, ABOUT 5.0 MI. SE. OF SE.
 OW0432'SHORE OF OCEAN LAKE, ABOUT 2.5 MI. NE. OF STATE HIGHWAY 287, ON SMALL
 OW0432'RISE IN FLAT TOPOGRAPHY, ABOUT 1.0 MI. W. OF LOW SADDLE BETWEEN HIGH
 OW0432'N-S. RIDGE (TO THE N.) AND A LONE FLAT TOPPED BUTTE (TO THE S.).
 OW0432'LOCATED IN NE. 1/4 SECTION 27, T 2 N, R 3 E.
 OW0432'
 OW0432'TO REACH FROM KINNEAR POST OFFICE, DRIVE 8.7 MI. SE. ALONG STATE
 OW0432'HIGHWAY 287 (TOWARD RIVERTON) TO INTERSECTION OF GRADED RD. TO N. AND
 OW0432'TRACK RD. TO S., TURN LEFT ON GRADED RD. (8-MILE ROAD) AND GO N. 0.9
 OW0432'MI. TO CANAL BRIDGE, CROSS BRIDGE AND CONTINUE N. 1.0 MI. TO CANAL
 OW0432'BRIDGE, CONTINUE N., STRAIGHT AHEAD, 0.9 MI. TO POOR TRACK RD.,
 OW0432'FORMING T-INTERSECTION ON RIGHT, TURN RIGHT AND FOLLOW TRACK RD.
 OW0432'0.7 MI. E., ALONG SMALL RIDGE TOP, TO HIGHEST POINT OF FLAT TOPOGRAPHY
 OW0432'AND STATION.
 OW0432'
 OW0432'STATION MARK--STANDARD USGS TABLET STAMPED---OCEAN 1948 TJW VABM
 OW0432'5389--- AND SET IN CONCRETE FLUSH WITH GROUND.
 OW0432'
 OW0432'REFERENCE MARKS--STANDARD USGS REFERENCE TABLETS SET IN CONCRETE
 OW0432'FLUSH WITH GROUND.
 OW0432'
 OW0432'REFERENCE MARK NO. 1--STAMPED---OCEAN NO. 1 1948 TJW--- AND IS 32.00
 OW0432'FT. W. OF STATION, N 69 DEGREES 56 MINUTES, SE.
 OW0432'
 OW0432'REFERENCE MARK NO. 2--STAMPED---OCEAN NO. 2 1948 TJW--- AND IS 25.42
 OW0432'FT. S. OF STATION, N 21 DEGREES 22 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0391 ***********************************************************************
 OV0391  DESIGNATION -  ODDROCK ET
 OV0391  PID         -  OV0391
 OV0391  STATE/COUNTY-  WY/JOHNSON
 OV0391  USGS QUAD   -  TURK SPRINGS (1967)
 OV0391
 OV0391                         *CURRENT SURVEY CONTROL
 OV0391  ___________________________________________________________________
 OV0391* NAD 83(1993)-  43 40 22.57937(N)    107 02 14.17636(W)     ADJUSTED  
 OV0391* NAVD 88     -      2301.4    (meters)    7551.     (feet)  VERTCON   
 OV0391  ___________________________________________________________________
 OV0391  LAPLACE CORR-         -10.61  (seconds)                    DEFLEC99
 OV0391  GEOID HEIGHT-         -10.83  (meters)                     GEOID03
 OV0391
 OV0391  HORZ ORDER  -  THIRD
 OV0391
 OV0391.The horizontal coordinates were established by classical geodetic methods
 OV0391.and adjusted by the National Geodetic Survey in January 1997..
 OV0391
 OV0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0391
 OV0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0391
 OV0391.The geoid height was determined by GEOID03.
 OV0391
 OV0391;                    North         East     Units Scale Factor Converg.
 OV0391;SPC WYEC     -   452,454.717   423,874.582   MT  0.99994451   +0 12 16.0
 OV0391;UTM  13      - 4,837,564.599   335,767.362   MT  0.99993177   -1 24 25.7
 OV0391
 OV0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0391!SPC WYEC     -   0.99964095  x   0.99994451  =   0.99958548
 OV0391!UTM  13      -   0.99964095  x   0.99993177  =   0.99957274
 OV0391
 OV0391:                Primary Azimuth Mark                     Grid Az
 OV0391:SPC WYEC     -  GRAYMOUND                                244 18 25.0
 OV0391:UTM  13      -  GRAYMOUND                                245 55 06.7
 OV0391
 OV0391|---------------------------------------------------------------------|
 OV0391| PID    Reference Object                     Distance      Geod. Az  |
 OV0391|                                                           dddmmss.s |
 OV0391| OV0394 GRAYMOUND                           APPROX. 9.3 KM 2443041.0 |
 OV0391|---------------------------------------------------------------------|
 OV0391
 OV0391                          SUPERSEDED SURVEY CONTROL
 OV0391
 OV0391  NAD 83(1986)-  43 40 22.56187(N)    107 02 14.15874(W) AD(       ) 3
 OV0391  NAD 27      -  43 40 22.70057(N)    107 02 11.92610(W) AD(       ) 3
 OV0391  NGVD 29 (07/19/86) 2300.4    (m)         7547.     (f) VERT ANG       
 OV0391
 OV0391.Superseded values are not recommended for survey control.
 OV0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0391.See file dsdata.txt to determine how the superseded data were derived.
 OV0391
 OV0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ3576737565(NAD 83)
 OV0391_MARKER: DD = SURVEY DISK
 OV0391_SETTING: 66 = SET IN ROCK OUTCROP
 OV0391_SP_SET: SET IN ROCK OUTCROP
 OV0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0391+STABILITY: POSITION/ELEVATION WELL
 OV0391
 OV0391  HISTORY     - Date     Condition        Report By
 OV0391  HISTORY     - 1966     MONUMENTED       USGS
 OV0391
 OV0391                          STATION DESCRIPTION
 OV0391
 OV0391'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0391'STATION IS LOCATED ABOUT 25.5 MI. S. AND 21.0 MI. E. OF TEN SLEEP,
 OV0391'WYOMING, AND ABOUT 0.5 MI. N. AND 6.3 MI. W. OF BARNUM, IN JOHNSON
 OV0391'COUNTY, WYOMING.
 OV0391'
 OV0391'STATION IS LOCATED IN A LIGHT COLORED OUTCROP, AT THE SW. EDGE OF A
 OV0391'LOW TOP, ON WHICH THERE ARE A FEW SCATTERED TREES.  THERE IS A TOP
 OV0391'ABOUT 0.5 MI. W., WHICH IS SLIGHTLY HIGHER AND MORE TIMBERED.  STATION
 OV0391'REACHED BY HELICOPTER.
 OV0391'
 OV0391'STATION MARK--STANDARD USGS TABLET, SET IN A ROCK OUTCROP, STAMPED
 OV0391'---ODDROCK 1966---.
 OV0391'
 OV0391'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0777 ***********************************************************************
 PY0777  DESIGNATION -  OF 4
 PY0777  PID         -  PY0777
 PY0777  STATE/COUNTY-  WY/TETON
 PY0777  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0777
 PY0777                         *CURRENT SURVEY CONTROL
 PY0777  ___________________________________________________________________
 PY0777* NAD 83(1986)-  44 27 33.     (N)    110 50 42.     (W)     SCALED    
 PY0777* NAVD 88     -      2239.216  (meters)    7346.49   (feet)  ADJUSTED  
 PY0777  ___________________________________________________________________
 PY0777  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PY0777  DYNAMIC HT  -        2237.783 (meters)    7341.79  (feet)  COMP
 PY0777  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 PY0777
 PY0777  VERT ORDER  -  FIRST     CLASS II
 PY0777
 PY0777.The horizontal coordinates were scaled from a topographic map and have
 PY0777.an estimated accuracy of +/- 6 seconds.
 PY0777
 PY0777.The orthometric height was determined by differential leveling
 PY0777.and adjusted by the National Geodetic Survey in June 1991..
 PY0777
 PY0777.The geoid height was determined by GEOID03.
 PY0777
 PY0777.The dynamic height is computed by dividing the NAVD 88
 PY0777.geopotential number by the normal gravity value computed on the
 PY0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0777.degrees latitude (g = 980.6199 gals.).
 PY0777
 PY0777.The modeled gravity was interpolated from observed gravity values.
 PY0777
 PY0777;                    North         East    Units  Estimated Accuracy
 PY0777;SPC WY W     -   540,050.      739,390.      MT  (+/- 180 meters Scaled)
 PY0777
 PY0777                          SUPERSEDED SURVEY CONTROL
 PY0777
 PY0777  NGVD 29 (08/20/92) 2237.886  (m)         7342.13   (f) ADJUSTED    1 2
 PY0777
 PY0777.Superseded values are not recommended for survey control.
 PY0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0777.See file dsdata.txt to determine how the superseded data were derived.
 PY0777
 PY0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ123228(NAD 83)
 PY0777_MARKER: DB = BENCH MARK DISK
 PY0777_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PY0777+WITH SETTING: PAVEMENT
 PY0777_SP_SET: BRIDGE WALKWAY
 PY0777_STAMPING: OF-4 76
 PY0777_MARK LOGO: NPS   
 PY0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0777+STABILITY: SURFACE MOTION
 PY0777
 PY0777  HISTORY     - Date     Condition        Report By
 PY0777  HISTORY     - 1976     MONUMENTED       NPS
 PY0777  HISTORY     - 1987     GOOD             NGS
 PY0777
 PY0777                          STATION DESCRIPTION
 PY0777
 PY0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0777'24.8 KM (15.40 MI) SOUTH FROM MADISON JUNCTION.
 PY0777'24.8 KM (15.40 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB
 PY0777'HIGHWAY FROM ITS JUNCTION WITH MADISON JUNCTION-WEST YELLOWSTONE
 PY0777'HIGHWAY IN MADISON JUNCTION, OR 28.1 KM (17.45 MI) WESTERLY ALONG
 PY0777'MADISON JUNCTION-WEST THUMB HIGHWAY FROM ITS SOUTH JUNCTION WITH WEST
 PY0777'THUMB-LAKE JUNCTION HIGHWAY IN WEST THUMB, IN TOP OF AND 0.3 M (1.0
 PY0777'FT) NORTH OF THE SOUTH END OF THE EAST WALKWAY OF THE OLD FAITHFUL
 PY0777'OVERPASS OF THE HIGHWAY, AND 5.0 M (16.4 FT) EAST OF THE CENTERLINE
 PY0777'OF THE ROAD.
 PY0777'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0450 ***********************************************************************
 OU0450  DESIGNATION -  OGALLALA
 OU0450  PID         -  OU0450
 OU0450  STATE/COUNTY-  WY/CAMPBELL
 OU0450  USGS QUAD   -  ARTESIAN DRAW (1954)
 OU0450
 OU0450                         *CURRENT SURVEY CONTROL
 OU0450  ___________________________________________________________________
 OU0450* NAD 83(1993)-  43 31 34.66191(N)    105 55 30.24571(W)     ADJUSTED  
 OU0450* NAVD 88     -      1701.9    (meters)    5584.     (feet)  VERTCON   
 OU0450  ___________________________________________________________________
 OU0450  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 OU0450  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 OU0450  OBS GRAVITY -     979,964.9   (mgal)                       GRAV_OBS
 OU0450
 OU0450  HORZ ORDER  -  THIRD
 OU0450  VERT ORDER  -  THIRD ? (See Below)
 OU0450
 OU0450.The horizontal coordinates were established by classical geodetic methods
 OU0450.and adjusted by the National Geodetic Survey in January 1997..
 OU0450
 OU0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0450.The vertical order pertains to the NGVD 29 superseded value.
 OU0450
 OU0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0450
 OU0450.The geoid height was determined by GEOID03.
 OU0450.The observed gravity was obtained from relative gravimeter ties
 OU0450.to the IGSN71 gravity network.
 OU0450
 OU0450;                    North         East     Units Scale Factor Converg.
 OU0450;SPC WY E     -   336,399.813   138,693.361   MT  0.99998371   -0 31 20.3
 OU0450;UTM  13      - 4,819,677.278   425,245.769   MT  0.99966874   -0 38 13.6
 OU0450
 OU0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0450!SPC WY E     -   0.99973547  x   0.99998371  =   0.99971919
 OU0450!UTM  13      -   0.99973547  x   0.99966874  =   0.99940430
 OU0450
 OU0450:                Primary Azimuth Mark                     Grid Az
 OU0450:SPC WY E     -  TURK                                     123 34 00.4
 OU0450:UTM  13      -  TURK                                     123 40 53.7
 OU0450
 OU0450|---------------------------------------------------------------------|
 OU0450| PID    Reference Object                     Distance      Geod. Az  |
 OU0450|                                                           dddmmss.s |
 OU0450| OU0449 TURK                                APPROX. 5.2 KM 1230240.1 |
 OU0450|---------------------------------------------------------------------|
 OU0450
 OU0450                          SUPERSEDED SURVEY CONTROL
 OU0450
 OU0450  NAD 83(1986)-  43 31 34.64326(N)    105 55 30.22155(W) AD(       ) 3
 OU0450  NAD 27      -  43 31 34.74992(N)    105 55 28.18849(W) AD(       ) 3
 OU0450  NGVD 29 (07/19/86) 1701.0    (m)         5581.     (f) LEVELING    3  
 OU0450
 OU0450.Superseded values are not recommended for survey control.
 OU0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0450.See file dsdata.txt to determine how the superseded data were derived.
 OU0450
 OU0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ2524619677(NAD 83)
 OU0450_MARKER: DD = SURVEY DISK
 OU0450_SETTING: 0 = UNSPECIFIED SETTING
 OU0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0450
 OU0450  HISTORY     - Date     Condition        Report By
 OU0450  HISTORY     - 1952     MONUMENTED       USGS
 OU0450
 OU0450                          STATION DESCRIPTION
 OU0450
 OU0450'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0450'STATION IS LOCATED ON A PROMINENT KNOLL, SW. OF PINE TREE.
 OU0450'
 OU0450'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 387 AND STATE SECONDARY
 OU0450'109 AT PINE TREE, GO SW. ON STATE HIGHWAY 387 FOR 8.0 MI., TURN LEFT
 OU0450'AND GO 2.8 MI. ON OGALLALA RANCH RD., THEN 139 FT. W. TO TOP OF
 OU0450'KNOLL AND STATION.
 OU0450'
 OU0450'STATION MARK--STANDARD TABLET, IN CONCRETE POST, STAMPED ---OGALLALA
 OU0450'1952---.
 OU0450'
 OU0450'REFERENCE MARK NO. 1--REINFORCING STEEL ROD, 5 FT. LONG, PROTRUDING
 OU0450'ABOUT 2 IN. ABOVE GROUND, 63.41 FT. DISTANT, N 27 DEG 44 MIN W.
 OU0450'
 OU0450'REFERENCE MARK NO. 2--REINFORCING STEEL ROD, PROTRUDING FROM CONCRETE
 OU0450'POST, 122.10 FT. DISTANT, N 58 DEG 48 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0488 ***********************************************************************
 PV0488  DESIGNATION -  OIL
 PV0488  PID         -  PV0488
 PV0488  STATE/COUNTY-  WY/WESTON
 PV0488  USGS QUAD   -  SKULL CREEK (1984)
 PV0488
 PV0488                         *CURRENT SURVEY CONTROL
 PV0488  ___________________________________________________________________
 PV0488* NAD 83(1993)-  44 05 58.99096(N)    104 16 43.03095(W)     ADJUSTED  
 PV0488* NAVD 88     -      1770.1    (meters)    5807.     (feet)  VERTCON   
 PV0488  ___________________________________________________________________
 PV0488  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 PV0488  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 PV0488
 PV0488  HORZ ORDER  -  THIRD
 PV0488
 PV0488.The horizontal coordinates were established by classical geodetic methods
 PV0488.and adjusted by the National Geodetic Survey in January 1997..
 PV0488
 PV0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0488
 PV0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0488
 PV0488.The geoid height was determined by GEOID03.
 PV0488
 PV0488;                    North         East     Units Scale Factor Converg.
 PV0488;SPC WY E     -   400,212.285   271,103.111   MT  0.99999966   +0 37 04.9
 PV0488;UTM  13      - 4,883,201.543   557,739.117   MT  0.99964100   +0 30 07.3
 PV0488
 PV0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0488!SPC WY E     -   0.99972464  x   0.99999966  =   0.99972430
 PV0488!UTM  13      -   0.99972464  x   0.99964100  =   0.99936574
 PV0488
 PV0488:                Primary Azimuth Mark                     Grid Az
 PV0488:SPC WY E     -  TOM                                      328 52 15.4
 PV0488:UTM  13      -  TOM                                      328 59 13.0
 PV0488
 PV0488|---------------------------------------------------------------------|
 PV0488| PID    Reference Object                     Distance      Geod. Az  |
 PV0488|                                                           dddmmss.s |
 PV0488| PV0485 TOM                                 APPROX. 6.9 KM 3292920.3 |
 PV0488|---------------------------------------------------------------------|
 PV0488
 PV0488                          SUPERSEDED SURVEY CONTROL
 PV0488
 PV0488  NAD 83(1986)-  44 05 58.98846(N)    104 16 43.02208(W) AD(       ) 3
 PV0488  NAD 27      -  44 05 59.05678(N)    104 16 41.22433(W) AD(       ) 3
 PV0488  NGVD 29 (07/19/86) 1769.4    (m)         5805.     (f) VERT ANG       
 PV0488
 PV0488.Superseded values are not recommended for survey control.
 PV0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0488.See file dsdata.txt to determine how the superseded data were derived.
 PV0488
 PV0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ5773983202(NAD 83)
 PV0488_MARKER: DD = SURVEY DISK
 PV0488_SETTING: 0 = UNSPECIFIED SETTING
 PV0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0488
 PV0488  HISTORY     - Date     Condition        Report By
 PV0488  HISTORY     - 1957     MONUMENTED       USGS
 PV0488
 PV0488                          STATION DESCRIPTION
 PV0488
 PV0488'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0488'STATION IS LOCATED ABOUT 17.5 MI. (AIRLINE) E. OF UPTON, WYOMING,
 PV0488'ABOUT 6 MI. (AIRLINE) NW. OF FOUR CORNERS, WYOMING, ON THE N. TOP
 PV0488'OF THREE SMALL TOPS.
 PV0488'
 PV0488'TO REACH FROM SUNDANCE, WYOMING, GO SE. ON STATE HIGHWAY 585 FOR 24.5
 PV0488'MI. TO COUNTY RD.  TURN RIGHT (W.) AND FOLLOW RD. 7.6 MI. TO T-RD. SE.
 PV0488'TURN SE. ON RANCH RD. AND GO 1.5 MI. TO RANCH.  TURN LEFT (SE.) AND
 PV0488'FOLLOW TRACK RD. 0.1 MI. TO FENCE.  PASS THROUGH GATE AND FOLLOW RD.
 PV0488'PAST OLD BUILDINGS, 1.1 MI. TO FENCE CORNER.  FOLLOW FENCE N. FOR 0.2
 PV0488'MI. TO GATE.  TURN RIGHT AND FOLLOW TRACK RD. FOR 0.9 MI. THROUGH
 PV0488'SADDLE AND DOWN INTO DRAIN, TO A STOCK TANK.  TAKE RIGHT HAND FORK OF
 PV0488'DRAIN ABOVE TANK AND GO 0.3 MI., TURN RIGHT ACROSS DRAIN AND FOLLOW
 PV0488'ALONG S. SIDE CONTINUING EASTERLY FOR ABOUT 0.2 MI. AND THEN SWING N.
 PV0488'ACROSS DRAINAGE TO THE TOP OF THE RIDGE AND A GATE.  PASS THROUGH GATE
 PV0488'AND TURN S. 0.2 MI. TO A CROSS FENCE.  PASS THROUGH FENCE AND BEAR TO
 PV0488'THE E. UP THE HILL INTO A SMALL SADDLE, FROM HERE PACK UP HILL TO THE
 PV0488'SE. AND STATION.
 PV0488'
 PV0488'STATION MARK--A STANDARD TABLET STAMPED ---OIL 1957--- AND SET IN A
 PV0488'SANDSTONE OUTCROP.
 PV0488'
 PV0488'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0433 ***********************************************************************
 OW0433  DESIGNATION -  OIL
 OW0433  PID         -  OW0433
 OW0433  STATE/COUNTY-  WY/FREMONT
 OW0433  USGS QUAD   -  ARGO BUTTE (1978)
 OW0433
 OW0433                         *CURRENT SURVEY CONTROL
 OW0433  ___________________________________________________________________
 OW0433* NAD 83(1993)-  43 14 13.30664(N)    108 53 42.24164(W)     ADJUSTED  
 OW0433* NAVD 88     -      1789.7    (meters)    5872.     (feet)  VERTCON   
 OW0433  ___________________________________________________________________
 OW0433  LAPLACE CORR-         -14.13  (seconds)                    DEFLEC99
 OW0433  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 OW0433
 OW0433  HORZ ORDER  -  THIRD
 OW0433
 OW0433.The horizontal coordinates were established by classical geodetic methods
 OW0433.and adjusted by the National Geodetic Survey in January 1997..
 OW0433
 OW0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0433
 OW0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0433
 OW0433.The geoid height was determined by GEOID03.
 OW0433
 OW0433;                    North         East     Units Scale Factor Converg.
 OW0433;SPC WYWC     -   303,995.167   588,217.393   MT  0.99993921   -0 05 57.7
 OW0433;UTM  12      - 4,789,288.173   670,911.066   MT  0.99995934   +1 26 32.2
 OW0433
 OW0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0433!SPC WYWC     -   0.99972125  x   0.99993921  =   0.99966047
 OW0433!UTM  12      -   0.99972125  x   0.99995934  =   0.99968060
 OW0433
 OW0433:                Primary Azimuth Mark                     Grid Az
 OW0433:SPC WYWC     -  DIVERSION                                273 04 45.1
 OW0433:UTM  12      -  DIVERSION                                271 32 15.2
 OW0433
 OW0433|---------------------------------------------------------------------|
 OW0433| PID    Reference Object                     Distance      Geod. Az  |
 OW0433|                                                           dddmmss.s |
 OW0433| OW0291 DIVERSION                           APPROX. 4.1 KM 2725847.4 |
 OW0433|---------------------------------------------------------------------|
 OW0433
 OW0433                          SUPERSEDED SURVEY CONTROL
 OW0433
 OW0433  NAD 83(1986)-  43 14 13.29674(N)    108 53 42.24106(W) AD(       ) 3
 OW0433  NGVD 29 (11/06/89) 1788.7    (m)         5868.     (f) VERT ANG       
 OW0433
 OW0433.Superseded values are not recommended for survey control.
 OW0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0433.See file dsdata.txt to determine how the superseded data were derived.
 OW0433
 OW0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7091189288(NAD 83)
 OW0433_MARKER: DS = TRIANGULATION STATION DISK
 OW0433_SETTING: 0 = UNSPECIFIED SETTING
 OW0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0433
 OW0433  HISTORY     - Date     Condition        Report By
 OW0433  HISTORY     - 1949     MONUMENTED       USGS
 OW0433
 OW0433                          STATION DESCRIPTION
 OW0433
 OW0433'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 OW0433'STATION IS LOCATED ABOUT 3.3 MI. NE. OF DIVERSION DAM, ABOUT 6.5 MI.
 OW0433'NW. OF MORTON POST OFFICE, ABOUT 1.4 MI. W. OF OILED T-INTERSECTION
 OW0433'OF MAVERICK SPRINGS RD. WITH STATE HIGHWAY 287 (AT B-A OIL CO.
 OW0433'DERRICKS AND BUILDINGS), ABOUT 1.1 MI. N. OF WIND RIVER, ABOUT 0.3
 OW0433'MI. N. OF STATE HIGHWAY 287, AND ON E. END FIRST RIDGE N. OF WIND
 OW0433'RIVER.  LOCATED IN SEC. 16, T 3 N, R 1 W.
 OW0433'
 OW0433'TO REACH FROM DIVERSION DAM, GO E. 3.7 MI. TO CROSSROADS.  POINT IS
 OW0433'0.8 MI. W. OF OILED T-INTERSECTION AT B-A OIL CO.  THE CROSSROADS
 OW0433'ARE MARKED BY A POWDER HOUSE ON THE RIGHT (S.) AND STOP SIGNS ON
 OW0433'BOTH SIDES OF THE STATE HIGHWAY.  TURN LEFT AND GO NW. ON GRADED
 OW0433'DIRT RD. 0.7 MI., ALONG N. TOE OF STATION RIDGE, TURN LEFT AND GO S.,
 OW0433'ACROSS COUNTRY 0.3 MI. TO TOP OF RIDGE, TURN LEFT AND GO E. 0.1 MI.
 OW0433'ALONG TOP OF RIDGE, TO E. END OF RIDGE, END OF JEEP TRAVEL, AND
 OW0433'STATION.
 OW0433'
 OW0433'STATION MARK--STANDARD USGS TABLET STAMPED---OIL 1948 TJW VABM
 OW0433'5868--- AND SET IN A CONCRETE MONUMENT PROJECTING 0.3 FT. ABOVE
 OW0433'GROUND.
 OW0433'
 OW0433'REFERENCE MARKS--STANDARD USGS REFERENCE TABLET SET IN CONCRETE
 OW0433'MONUMENTS PROJECTING 0.3 FT. ABOVE GROUND.
 OW0433'
 OW0433'REFERENCE MARK NO. 1--STAMPED---OIL NO. 1 1948 TJW---, 41.94 FT.
 OW0433'SSW. OF STATION, N 24 DEGREES 32 MINUTES, NE.
 OW0433'
 OW0433'REFERENCE MARK NO. 2--STAMPED---OIL NO. 2 1948 TJW---, 49.61 FT.
 OW0433'WNW. OF STATION, N 75 DEGREES 41 MINUTES, SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0434 ***********************************************************************
 OW0434  DESIGNATION -  OIL
 OW0434  PID         -  OW0434
 OW0434  STATE/COUNTY-  WY/FREMONT
 OW0434  USGS QUAD   -  ANTELOPE RIDGE (1978)
 OW0434
 OW0434                         *CURRENT SURVEY CONTROL
 OW0434  ___________________________________________________________________
 OW0434* NAD 83(1993)-  43 30 16.35732(N)    108 59 30.08346(W)     ADJUSTED  
 OW0434* NAVD 88     -      2135.7    (meters)    7007.     (feet)  VERTCON   
 OW0434  ___________________________________________________________________
 OW0434  LAPLACE CORR-         -12.81  (seconds)                    DEFLEC99
 OW0434  GEOID HEIGHT-         -10.43  (meters)                     GEOID03
 OW0434
 OW0434  HORZ ORDER  -  THIRD
 OW0434
 OW0434.The horizontal coordinates were established by classical geodetic methods
 OW0434.and adjusted by the National Geodetic Survey in January 1997..
 OW0434
 OW0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0434
 OW0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0434
 OW0434.The geoid height was determined by GEOID03.
 OW0434
 OW0434;                    North         East     Units Scale Factor Converg.
 OW0434;SPC WYWC     -   333,732.274   580,455.612   MT  0.99994220   -0 09 59.0
 OW0434;UTM  12      - 4,818,805.161   662,350.099   MT  0.99992422   +1 22 58.2
 OW0434
 OW0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0434!SPC WYWC     -   0.99966684  x   0.99994220  =   0.99960906
 OW0434!UTM  12      -   0.99966684  x   0.99992422  =   0.99959109
 OW0434
 OW0434:                Primary Azimuth Mark                     Grid Az
 OW0434:SPC WYWC     -  MAVERICK                                 149 53 29.5
 OW0434:UTM  12      -  MAVERICK                                 148 20 32.3
 OW0434
 OW0434|---------------------------------------------------------------------|
 OW0434| PID    Reference Object                     Distance      Geod. Az  |
 OW0434|                                                           dddmmss.s |
 OW0434| OW0295 MAVERICK                            APPROX. 1.9 KM 1494330.5 |
 OW0434|---------------------------------------------------------------------|
 OW0434
 OW0434                          SUPERSEDED SURVEY CONTROL
 OW0434
 OW0434  NAD 83(1986)-  43 30 16.34245(N)    108 59 30.08010(W) AD(       ) 3
 OW0434  NGVD 29 (11/06/89) 2134.5    (m)         7003.     (f) VERT ANG       
 OW0434
 OW0434.Superseded values are not recommended for survey control.
 OW0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0434.See file dsdata.txt to determine how the superseded data were derived.
 OW0434
 OW0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6235018805(NAD 83)
 OW0434_MARKER: DS = TRIANGULATION STATION DISK
 OW0434_SETTING: 0 = UNSPECIFIED SETTING
 OW0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0434
 OW0434  HISTORY     - Date     Condition        Report By
 OW0434  HISTORY     - 1950     MONUMENTED       USGS
 OW0434
 OW0434                          STATION DESCRIPTION
 OW0434
 OW0434'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0434'STATION LOCATED ON S. EDGE OF MESA, N. OF GROUP OF FOUR HOUSES AT
 OW0434'MAVERICK SPRINGS AREA.
 OW0434'
 OW0434'TO REACH FROM JUNCTION OF U.S. HIGHWAY 287 AND WYOMING STATE HIGHWAY
 OW0434'287, NEAR DIVERSION DAM, GO 5.5 MI. ON STATE HIGHWAY 287 OVER
 OW0434'DIVERSION DAM TO OIL RD. LEADING LEFT WITH DIRECTIONAL, --CIRCLE
 OW0434'RIDGE AND MAVERICK SPRINGS AREA - 26 MI.--, TURN N. ONTO THIS RD. AND
 OW0434'GO 2.8 MI. TO FORK, KEEP RIGHT AND GO 6.8 MI. TO FORK, KEEP RIGHT AND
 OW0434'GO 0.9 MI. TO FORK, KEEP RIGHT AND GO 1.8 MI. TO FORK, TAKE LEFT FORK
 OW0434'AND GO 1.5 MI. TO END OF OIL RD., CONTINUE 6.6 MI. TO RD. FORK WITH
 OW0434'SIGN POINTING TO CIRCLE RIDGE ROAD AND MAVERICK SPRINGS ROAD, TAKE
 OW0434'MAVERICK SPRINGS ROAD RIGHT AND GO 0.4 MI. TO FORK, TAKE RIGHT FORK
 OW0434'AND GO 0.7 MI. TO FORK, KEEP STRAIGHT AHEAD FOR 0.6 MI., PAST FOUR
 OW0434'HOUSES TO FORK, TURN SHARP LEFT AND GO 0.2 MI. UP CUT-BACK TO FORK,
 OW0434'KEEP RIGHT AND GO 0.1 MI., THEN TURN OFF TO RIGHT AND GO ABOUT 200 FT.
 OW0434'TO EDGE OF MESA AND STATION.
 OW0434'
 OW0434'RECOVERED BY USGS IN 1952.
 OW0434'
 OW0434'STATION MARK--STANDARD TABLET SET IN DRILL HOLE IN ROCK OUTCROP,
 OW0434'STAMPED---WR-OIL 1950---.
 OW0434'
 OW0434'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER SET IN ROCK OUTCROP,
 OW0434'38.89 FT. S., N 16 DEGREES 05 MINUTES, NE.
 OW0434'
 OW0434'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, 90.76 FT. E., IN
 OW0434'TRUE AZIMUTH 274 DEGREES 34 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0361 ***********************************************************************
 NR0361  DESIGNATION -  OIL REFINERY E OF CASPER STACK
 NR0361  PID         -  NR0361
 NR0361  STATE/COUNTY-  WY/NATRONA
 NR0361  USGS QUAD   -  CASPER (1984)
 NR0361
 NR0361                         *CURRENT SURVEY CONTROL
 NR0361  ___________________________________________________________________
 NR0361* NAD 83(1993)-  42 51 37.61528(N)    106 15 34.04681(W)     ADJUSTED  
 NR0361* NAVD 88     -                                                        
 NR0361  ___________________________________________________________________
 NR0361  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 NR0361  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 NR0361
 NR0361  HORZ ORDER  -  THIRD
 NR0361
 NR0361.The horizontal coordinates were established by classical geodetic methods
 NR0361.and adjusted by the National Geodetic Survey in January 1997..
 NR0361
 NR0361
 NR0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0361
 NR0361.The geoid height was determined by GEOID03.
 NR0361
 NR0361;                    North         East     Units Scale Factor Converg.
 NR0361;SPC WYEC     -   362,711.248   487,757.694   MT  1.00003221   +0 43 49.8
 NR0361;UTM  13      - 4,746,087.326   397,111.051   MT  0.99973023   -0 51 24.4
 NR0361
 NR0361                          SUPERSEDED SURVEY CONTROL
 NR0361
 NR0361  NAD 83(1986)-  42 51 37.60258(N)    106 15 34.02402(W) AD(       ) 4
 NR0361  NAD 27      -  42 51 37.72600(N)    106 15 31.93900(W) AD(       ) 3
 NR0361
 NR0361.Superseded values are not recommended for survey control.
 NR0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0361.See file dsdata.txt to determine how the superseded data were derived.
 NR0361
 NR0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9711146087(NAD 83)
 NR0361_MARKER: 63 = STACK
 NR0361
 NR0361  HISTORY     - Date     Condition        Report By
 NR0361  HISTORY     - 1934     FIRST OBSERVED   CGS
 NR0361
 NR0361                          STATION DESCRIPTION
 NR0361
 NR0361'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0546 ***********************************************************************
 PV0546  DESIGNATION -  OLMSTEAD
 PV0546  PID         -  PV0546
 PV0546  STATE/COUNTY-  WY/CAMPBELL
 PV0546  USGS QUAD   -  ROCKY BUTTE SW (1972)
 PV0546
 PV0546                         *CURRENT SURVEY CONTROL
 PV0546  ___________________________________________________________________
 PV0546* NAD 83(1993)-  44 51 40.12310(N)    105 27 12.94378(W)     ADJUSTED  
 PV0546* NAVD 88     -      1342.6    (meters)    4405.     (feet)  VERTCON   
 PV0546  ___________________________________________________________________
 PV0546  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 PV0546  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 PV0546
 PV0546  HORZ ORDER  -  SECOND
 PV0546
 PV0546.The horizontal coordinates were established by classical geodetic methods
 PV0546.and adjusted by the National Geodetic Survey in January 1997..
 PV0546
 PV0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0546
 PV0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0546
 PV0546.The geoid height was determined by GEOID03.
 PV0546
 PV0546;                    North         East     Units Scale Factor Converg.
 PV0546;SPC WY E     -   484,474.420   177,323.411   MT  0.99994382   -0 12 08.6
 PV0546;UTM  13      - 4,967,625.656   464,163.491   MT  0.99961579   -0 19 11.9
 PV0546
 PV0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0546!SPC WY E     -   0.99979184  x   0.99994382  =   0.99973567
 PV0546!UTM  13      -   0.99979184  x   0.99961579  =   0.99940771
 PV0546
 PV0546|---------------------------------------------------------------------|
 PV0546| PID    Reference Object                     Distance      Geod. Az  |
 PV0546|                                                           dddmmss.s |
 PV0546| CQ3659 OLMSTEAD RM 1                        10.650 METERS 13122     |
 PV0546| CQ3658 OLMSTEAD AZ MK                                     2032042.7 |
 PV0546| CQ3660 OLMSTEAD RM 2                        24.726 METERS 34855     |
 PV0546|---------------------------------------------------------------------|
 PV0546
 PV0546                          SUPERSEDED SURVEY CONTROL
 PV0546
 PV0546  NAD 83(1986)-  44 51 40.10345(N)    105 27 12.92500(W) AD(       ) 2
 PV0546  NAD 27      -  44 51 40.16100(N)    105 27 10.93600(W) AD(       ) 2
 PV0546  NGVD 29 (07/19/86) 1341.9    (m)         4403.     (f) VERT ANG       
 PV0546
 PV0546.Superseded values are not recommended for survey control.
 PV0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0546.See file dsdata.txt to determine how the superseded data were derived.
 PV0546
 PV0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK6416367626(NAD 83)
 PV0546_MARKER: DS = TRIANGULATION STATION DISK
 PV0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0546
 PV0546  HISTORY     - Date     Condition        Report By
 PV0546  HISTORY     - 1949     MONUMENTED       CGS
 PV0546  HISTORY     - 1963     GOOD             CGS
 PV0546  HISTORY     - 1971     GOOD             USGS
 PV0546
 PV0546                          STATION DESCRIPTION
 PV0546
 PV0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0546'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF THE MONTANA-WYOMING
 PV0546'STATE LINE, 4 MILES EAST OF THE LITTLE POWDER RIVER, AND 9 FEET
 PV0546'SOUTHEAST OF A WITNESS POST.  IT IS NEAR THE NORTHEAST EDGE
 PV0546'OF A HIGH MESA THAT IS ROLLING PASTURE LAND.  THE EASTERN
 PV0546'SLOPE OF MESA IS COVERED WITH PINE TREES AND VERY STEEP, WHILE
 PV0546'THE WEST SIDE HAS VERY FEW TREES AND HAS A GRADUAL SLOPE.  IT IS
 PV0546'ON LAND OWNED BY MR. MICHEL J. REARDON.
 PV0546'
 PV0546'TO REACH THE STATION FROM THE WESTON POST OFFICE, GO NORTHERLY
 PV0546'ON THE MAIN GRAVELED ROAD FOR 17.3 MILES TO A CROSS ROAD.  TURN
 PV0546'LEFT, WEST, THROUGH GATE AND PROCEED ON THE MAIN TRACK ROAD
 PV0546'FOR 3.1 MILES PASSING THROUGH ONE GATE AND A CATTLE GUARD TO THE
 PV0546'END OF THE TRACK ROAD, TURN RIGHT, NORTHERLY, AND GO ON DIM
 PV0546'TRACK ROAD FOR 0.2 MILE TO A WIRE FENCE.  TURN LEFT, ON THE
 PV0546'SOUTH SIDE OF THE FENCE AND CROSS COULEE AND GO FOR 0.25 MILE
 PV0546'TO A FENCE GAP ON THE RIGHT WITH TWO HIGH POSTS, TURN LEFT,
 PV0546'SOUTH, ON A DIM TRACK ROAD FOR 0.9 MILE TO A FORK.  BEAR
 PV0546'RIGHT, SOUTHWESTERLY ON THE MAIN TRACK ROAD FOR 0.75 MILE TO
 PV0546'A GATE, PASS THROUGH GATE, AND PROCEED ON THE TRACK ROAD
 PV0546'FOR 0.75 MILE TO THE REMAINS OF SOME OLD BUILDINGS,
 PV0546'CONTINUE WESTERLY UP HILL FOR 0.25 MILE TO A FORK*.  BEAR RIGHT
 PV0546'AND PROCEED FOR 0.15 MILE TO A WIRE GATE, PASS THROUGH GATE,
 PV0546'AND PROCEED DUE WEST UP GRASSY SLOPE TO THE TOP AND
 PV0546'STATION.
 PV0546'
 PV0546'*TO REACH THE AZIMUTH MARK FROM THE POINT, BEAR LEFT, WEST AND
 PV0546'SOUTHWEST ON THE MAIN TRACK ROAD FOR 0.45 MILE TO THE AZIMUTH
 PV0546'MARK ON THE LEFT AS DESCRIBED BELOW.
 PV0546'
 PV0546'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PV0546'OLMSTEAD 1949.
 PV0546'
 PV0546'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PV0546'OLMSTEAD NO 1 1949.
 PV0546'
 PV0546'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PV0546'OLMSTEAD NO 2 1949.
 PV0546'
 PV0546'THE AZIMUTH MARK IS APPROXIMATELY 50 METERS EAST OF A GATE,
 PV0546'AND 4.5 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 6
 PV0546'INCHES, AND THE DISK IS STAMPED OLMSTEAD 1949.
 PV0546'
 PV0546'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 X 10 INCH
 PV0546'CONCRETE POSTS.
 PV0546
 PV0546                          STATION RECOVERY (1963)
 PV0546
 PV0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 PV0546'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 PV0546
 PV0546                          STATION RECOVERY (1971)
 PV0546
 PV0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WCN)
 PV0546'TO REACH FROM THE POST OFFICE AT WESTON, PROCEED NORTH ALONG
 PV0546'STATE HWY 59 16.5 MI TO A CROSS ROAD, (MAIL BOX ON THE RIGHT
 PV0546'SIDE OF HWY HAS M.J. REARDON PAINTED ON IT), TURU LEFT ON
 PV0546'GRADED ROAD 2.1 MILES TO AN IRON GATE IN N-S FENCE, PASS THROUGH
 PV0546'GATE AND CONTINUE 1.1 MILES TO A REVERSE Y-RD, (THIS Y-RD
 PV0546'ABOUT 0.1 MILE SOUTH OF GATE IN E-W FENCE), TURN LEFT AND FOLLOW
 PV0546'TRACK ROAD SW AND W FOR 1.65 MILES TO A WIRE GATE IN FENCE,
 PV0546'PASS THROUGH GATE AND PROCEED 0.5 MI TO ROAD FORK, TAKE LEFT
 PV0546'FORK (STRAIGHT AHEAD) 0.4 MILE TO ROAD FORK, TAKE RIGHT FORK
 PV0546'0.15 MILE TO GATE IN FENCE, PASS THROUGH GATE AND BEAR NW
 PV0546'ACROSS GRASSLAND 0.15 MILE TO THE NORTH TOP OF TWO TO THE
 PV0546'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0577 ***********************************************************************
 MP0577  DESIGNATION -  ONE
 MP0577  PID         -  MP0577
 MP0577  STATE/COUNTY-  WY/CARBON
 MP0577  USGS QUAD   -  ELMO (1982)
 MP0577
 MP0577                         *CURRENT SURVEY CONTROL
 MP0577  ___________________________________________________________________
 MP0577* NAD 83(1993)-  41 54 50.16929(N)    106 34 46.91791(W)     ADJUSTED  
 MP0577* NAVD 88     -      2196.     (meters)    7205.     (feet)  SCALED    
 MP0577  ___________________________________________________________________
 MP0577  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 MP0577  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 MP0577
 MP0577  HORZ ORDER  -  THIRD
 MP0577
 MP0577.The horizontal coordinates were established by classical geodetic methods
 MP0577.and adjusted by the National Geodetic Survey in January 1997..
 MP0577
 MP0577.The orthometric height was scaled from a topographic map.
 MP0577
 MP0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0577
 MP0577.The geoid height was determined by GEOID03.
 MP0577
 MP0577;                    North         East     Units Scale Factor Converg.
 MP0577;SPC WYEC     -   257,293.642   462,519.498   MT  0.99998558   +0 30 12.4
 MP0577;UTM  13      - 4,641,427.271   368,995.096   MT  0.99981119   -1 03 19.5
 MP0577
 MP0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0577!SPC WYEC     -   0.99965784  x   0.99998558  =   0.99964342
 MP0577!UTM  13      -   0.99965784  x   0.99981119  =   0.99946909
 MP0577
 MP0577:                Primary Azimuth Mark                     Grid Az
 MP0577:SPC WYEC     -  TWO                                      125 44 10.9
 MP0577:UTM  13      -  TWO                                      127 17 42.8
 MP0577
 MP0577|---------------------------------------------------------------------|
 MP0577| PID    Reference Object                     Distance      Geod. Az  |
 MP0577|                                                           dddmmss.s |
 MP0577| MP0519 TWO                                 APPROX.16.7 KM 1261423.3 |
 MP0577|---------------------------------------------------------------------|
 MP0577
 MP0577                          SUPERSEDED SURVEY CONTROL
 MP0577
 MP0577  NAD 83(1986)-  41 54 50.15794(N)    106 34 46.90886(W) AD(       ) 3
 MP0577  NAD 27      -  41 54 50.29008(N)    106 34 44.81141(W) AD(       ) 3
 MP0577
 MP0577.Superseded values are not recommended for survey control.
 MP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0577.See file dsdata.txt to determine how the superseded data were derived.
 MP0577
 MP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG6899541427(NAD 83)
 MP0577
 MP0577  HISTORY     - Date     Condition        Report By
 MP0577  HISTORY     - 1916     MONUMENTED       USGS
 MP0577  HISTORY     - 1971     SEE DESCRIPTION  USGS
 MP0577
 MP0577                          STATION DESCRIPTION
 MP0577
 MP0577'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 MP0577'RECOVERED AND REDESCRIBED AS FOLLOWS
 MP0577'
 MP0577'STATION IS LOCATED ON SUMMIT OF HIGH RIDGE, APPROXIMATELY 3 MI.
 MP0577'(AIRLINE) NNW. OF HANNA, WYOMING, IN SE. CORNER OF SEC. 36,
 MP0577'T 23 N, R 82 W.  STATION IS ABOUT 10 FT. FROM W. EDGE OF TOP AND
 MP0577'200 FT. W. OF A N-S. FENCE LINE.
 MP0577'
 MP0577'STATION MARK--BRONZE TABLET, CEMENTED IN ROCK 6 X 6 IN., 2 FT. LONG,
 MP0577'SET 1.5 FT. IN GROUND.  TABLET FOUND LOOSE AND ON THE GROUND.  DRILL
 MP0577'HOLE AND ROCK IN GOOD CONDITION.
 MP0577'
 MP0577'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0526 ***********************************************************************
 PW0526  DESIGNATION -  ONION ET
 PW0526  PID         -  PW0526
 PW0526  STATE/COUNTY-  WY/JOHNSON
 PW0526  USGS QUAD   -  HAZELTON PEAK (1993)
 PW0526
 PW0526                         *CURRENT SURVEY CONTROL
 PW0526  ___________________________________________________________________
 PW0526* NAD 83(1993)-  44 00 34.78461(N)    107 05 36.95734(W)     ADJUSTED  
 PW0526* NAVD 88     -      2593.1    (meters)    8508.     (feet)  VERTCON   
 PW0526  ___________________________________________________________________
 PW0526  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 PW0526  GEOID HEIGHT-          -9.47  (meters)                     GEOID03
 PW0526
 PW0526  HORZ ORDER  -  THIRD
 PW0526
 PW0526.The horizontal coordinates were established by classical geodetic methods
 PW0526.and adjusted by the National Geodetic Survey in January 1997..
 PW0526
 PW0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0526
 PW0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0526
 PW0526.The geoid height was determined by GEOID03.
 PW0526
 PW0526;                    North         East     Units Scale Factor Converg.
 PW0526;SPC WYEC     -   489,850.806   419,223.837   MT  0.99994204   +0 09 59.6
 PW0526;UTM  13      - 4,875,076.847   332,173.433   MT  0.99994642   -1 27 17.7
 PW0526
 PW0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0526!SPC WYEC     -   0.99959504  x   0.99994204  =   0.99953710
 PW0526!UTM  13      -   0.99959504  x   0.99994642  =   0.99954148
 PW0526
 PW0526:                Primary Azimuth Mark                     Grid Az
 PW0526:SPC WYEC     -  HOUND                                    124 20 09.8
 PW0526:UTM  13      -  HOUND                                    125 57 27.1
 PW0526
 PW0526|---------------------------------------------------------------------|
 PW0526| PID    Reference Object                     Distance      Geod. Az  |
 PW0526|                                                           dddmmss.s |
 PW0526| OV0386 HOUND                               APPROX. 8.5 KM 1243009.4 |
 PW0526|---------------------------------------------------------------------|
 PW0526
 PW0526                          SUPERSEDED SURVEY CONTROL
 PW0526
 PW0526  NAD 83(1986)-  44 00 34.76801(N)    107 05 36.94313(W) AD(       ) 3
 PW0526  NAD 27      -  44 00 34.89844(N)    107 05 34.69348(W) AD(       ) 3
 PW0526  NGVD 29 (07/19/86) 2592.1    (m)         8504.     (f) VERT ANG       
 PW0526
 PW0526.Superseded values are not recommended for survey control.
 PW0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0526.See file dsdata.txt to determine how the superseded data were derived.
 PW0526
 PW0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ3217375077(NAD 83)
 PW0526_MARKER: DD = SURVEY DISK
 PW0526_SETTING: 66 = SET IN ROCK OUTCROP
 PW0526_SP_SET: SET IN ROCK OUTCROP
 PW0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0526+STABILITY: POSITION/ELEVATION WELL
 PW0526
 PW0526  HISTORY     - Date     Condition        Report By
 PW0526  HISTORY     - 1966     MONUMENTED       USGS
 PW0526
 PW0526                          STATION DESCRIPTION
 PW0526
 PW0526'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PW0526'TEN SLEEP, WASHAKIE COUNTY, WYOMING, 3.4 MI. E. ALONG U.S. HIGHWAY 16
 PW0526'TO A GRAVELED RD. RIGHT, TURN RIGHT AND GO 13.4 MI. TO TOP OF ROME
 PW0526'HILL, THEN CONTINUE E. ON MAIN RD. 6.7 MI. TO INTERSECTION WITH N-S.
 PW0526'GRAVELED RD. IN BILLYS FLAT.  GO N. ALONG GRADED RD. 1.5 MI. TO DRAIN
 PW0526'CROSSING, CONTINUE N. 0.1 MI. TO A CROSSING OF A WASHED OUT RD., TURN
 PW0526'W. ALONG DIM TRACK RD. ON S. EDGE OF WASHED OUT RD. 0.2 MI. TO A GATE,
 PW0526'PASS THRU GATE AND CONTINUE 0.9 MI. W. TO A DRAIN CROSSING AND RD.
 PW0526'FORK, TAKE LEFT FORK 0.4 MI. TO A DIM T-RD. N. AND END OF TWO WHEEL
 PW0526'DRIVE TRAVEL, TAKE RD. N. UP HILL 0.3 MI. BEARING E. AT TOP TO
 PW0526'DOWNED TIMBER.  PACK 100 YDS. E. TO END OF RIDGE AND STATION.
 PW0526'
 PW0526'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN ROCK OUTCROP,
 PW0526'STAMPED ---ONION ET 1966---.
 PW0526'
 PW0526'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0763 ***********************************************************************
 MR0763  DESIGNATION -  OPAL
 MR0763  PID         -  MR0763
 MR0763  STATE/COUNTY-  WY/LINCOLN
 MR0763  USGS QUAD   -  WILLOW SPRINGS (1969)
 MR0763
 MR0763                         *CURRENT SURVEY CONTROL
 MR0763  ___________________________________________________________________
 MR0763* NAD 83(1993)-  41 45 01.04840(N)    110 23 05.50493(W)     ADJUSTED  
 MR0763* NAVD 88     -      2134.1    (meters)    7002.     (feet)  VERTCON   
 MR0763  ___________________________________________________________________
 MR0763  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 MR0763  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 MR0763
 MR0763  HORZ ORDER  -  FIRST
 MR0763
 MR0763.The horizontal coordinates were established by classical geodetic methods
 MR0763.and adjusted by the National Geodetic Survey in January 1997..
 MR0763
 MR0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0763
 MR0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0763
 MR0763.The geoid height was determined by GEOID03.
 MR0763
 MR0763;                    North         East     Units Scale Factor Converg.
 MR0763;SPC WY W     -   238,888.022   774,922.203   MT  0.99994524   -0 12 02.8
 MR0763;UTM  12      - 4,622,234.766   551,143.025   MT  0.99963219   +0 24 34.6
 MR0763
 MR0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0763!SPC WY W     -   0.99966765  x   0.99994524  =   0.99961291
 MR0763!UTM  12      -   0.99966765  x   0.99963219  =   0.99929997
 MR0763
 MR0763|---------------------------------------------------------------------|
 MR0763| PID    Reference Object                     Distance      Geod. Az  |
 MR0763|                                                           dddmmss.s |
 MR0763| CP6335 OPAL RM 1                            14.091 METERS 01320     |
 MR0763| MR0761 OPAL EL PASO NATURAL GAS STACK      APPROX. 4.5 KM 0482405.4 |
 MR0763| CP6336 OPAL RM 2                            11.137 METERS 08907     |
 MR0763| CP6334 OPAL AZ MK                                         2634557.1 |
 MR0763|---------------------------------------------------------------------|
 MR0763
 MR0763                          SUPERSEDED SURVEY CONTROL
 MR0763
 MR0763  NAD 83(1986)-  41 45 01.03978(N)    110 23 05.49995(W) AD(       ) 1
 MR0763  NAD 27      -  41 45 01.22240(N)    110 23 02.91140(W) AD(       ) 1
 MR0763  NGVD 29 (07/19/86) 2132.7    (m)         6997.     (f) VERT ANG       
 MR0763
 MR0763.Superseded values are not recommended for survey control.
 MR0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0763.See file dsdata.txt to determine how the superseded data were derived.
 MR0763
 MR0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM5114322235(NAD 83)
 MR0763_MARKER: DS = TRIANGULATION STATION DISK
 MR0763_SETTING: 66 = SET IN ROCK OUTCROP
 MR0763
 MR0763  HISTORY     - Date     Condition        Report By
 MR0763  HISTORY     - 1962     MONUMENTED       CGS
 MR0763
 MR0763                          STATION DESCRIPTION
 MR0763
 MR0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0763'THE STATION IS LOCATED ON A PARTLY COVERED SAGE BRUSH RIDGE
 MR0763'RUNNING EAST AND WEST, 2 MILES SOUTH OF U.S. HIGHWAY 30N,
 MR0763'3-3/4 MILES SOUTHWEST OF OPAL AND 9 MILES EAST SOUTHEAST OF
 MR0763'KEMMERER.
 MR0763'
 MR0763'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30N
 MR0763'AND 189, GO SOUTHEAST AND EASTERLY ON U.S. HIGHWAY 30N FOR
 MR0763'9.2 MILES TO A GRAVELED SIDE ROAD RIGHT, JUST AFTER CROSSING
 MR0763'UNDER A TELEPHONE LINE.  TURN RIGHT ON A GRAVELED ROAD AND
 MR0763'GO SOUTHERLY FOR 0.45 MILE TO A SIDE ROAD LEFT LEADING TO A
 MR0763'HOUSE.  CONTINUE AHEAD SOUTHEASTERLY FOR 0.65 MILE TO A RAILROAD
 MR0763'CROSSING.  CONTINUE ON THE MAIN ROAD FOR 0.15 MILE TO A POLE
 MR0763'BRIDGE.  CROSS OVER AND TURN LEFT, THERE IS A RANCH HOUSE ON
 MR0763'THE RIGHT, AND GO 0.15 MILE TO A BOARD GATE.  PASS THROUGH
 MR0763'AND TAKE THE RIGHT FORK SOUTHWEST, THE MAIN ROAD, FOR 0.55
 MR0763'MILE TO A FORK AND A GATE ACROSS THE RIGHT FORK.  TAKE THE
 MR0763'LEFT FORK AND FOLLOW THE MAIN ROAD EAST ALONG THE RIDGE
 MR0763'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH SIDE
 MR0763'OF THE ROAD.  HERE CONTINUE ON THE MAIN ROAD FOR 1.1 MILES.
 MR0763'HERE TURN LEFT AND GO NORTH AND NORTHWEST ACROSS COUNTRY FOR
 MR0763'0.45 MILE TO THE HIGHEST PART OF THE RIDGE AND THE STATION.
 MR0763'
 MR0763'THE STATION MARK IS A STANDARD DISK, STAMPED OPAL 1962, CEMENTED
 MR0763'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE
 MR0763'OF THE GROUND.  IT IS 150 FEET SOUTH OF THE HIGHEST POINT
 MR0763'AND 10 FEET EAST OF WHERE THE MESA DROPS OFF ON THE WEST EDGE.
 MR0763'
 MR0763'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OPAL NO 1 1962,
 MR0763'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 MR0763'1 INCH.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 MR0763'
 MR0763'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OPAL NO 2 1962,
 MR0763'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 MR0763'SURFACE OF THE GROUND.  IT IS 1 FOOT LOWER THAN THE STATION
 MR0763'MARK.
 MR0763'
 MR0763'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED OPAL 1962,
 MR0763'CEMENTED IN A DRILL HOLE IN A BOULDER 18 BY 35 FEET AND
 MR0763'PROJECTING 10 FEET.  THE MARK IS ON A SMALL HILL 150 YARDS NORTH
 MR0763'OF THE ROAD AND ABOUT 75 FEET HIGHER THAN THE ROAD.  THERE IS A
 MR0763'CAIRN 2 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0761 ***********************************************************************
 MR0761  DESIGNATION -  OPAL EL PASO NATURAL GAS STACK
 MR0761  PID         -  MR0761
 MR0761  STATE/COUNTY-  WY/LINCOLN
 MR0761  USGS QUAD   -  OPAL (1969)
 MR0761
 MR0761                         *CURRENT SURVEY CONTROL
 MR0761  ___________________________________________________________________
 MR0761* NAD 83(1993)-  41 46 37.50170(N)    110 20 40.32562(W)     ADJUSTED  
 MR0761* NAVD 88     -                                                        
 MR0761  ___________________________________________________________________
 MR0761  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 MR0761  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 MR0761
 MR0761  HORZ ORDER  -  THIRD
 MR0761
 MR0761.The horizontal coordinates were established by classical geodetic methods
 MR0761.and adjusted by the National Geodetic Survey in January 1997..
 MR0761
 MR0761
 MR0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0761
 MR0761.The geoid height was determined by GEOID03.
 MR0761
 MR0761;                    North         East     Units Scale Factor Converg.
 MR0761;SPC WY W     -   241,852.689   778,285.236   MT  0.99994330   -0 10 26.5
 MR0761;UTM  12      - 4,625,234.172   554,473.242   MT  0.99963651   +0 26 12.1
 MR0761
 MR0761                          SUPERSEDED SURVEY CONTROL
 MR0761
 MR0761  NAD 83(1986)-  41 46 37.49220(N)    110 20 40.31897(W) AD(       ) 4
 MR0761  NAD 27      -  41 46 37.67500(N)    110 20 37.73400(W) AD(       ) 3
 MR0761
 MR0761.Superseded values are not recommended for survey control.
 MR0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0761.See file dsdata.txt to determine how the superseded data were derived.
 MR0761
 MR0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM5447325234(NAD 83)
 MR0761_MARKER: 63 = STACK
 MR0761
 MR0761  HISTORY     - Date     Condition        Report By
 MR0761  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0761
 MR0761                          STATION DESCRIPTION
 MR0761
 MR0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0761'THE STATION IS THE TOP CENTER OF THE STACK.  IT IS SILVER AND
 MR0761'BLACK, WITH AN OVERALL HEIGHT OF 125 FEET.  IT IS ABOUT 1 MILE
 MR0761'WEST OF OPAL AND 1/4 MILE NORTH OF U.S. HIGHWAY 30N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0215 ***********************************************************************
 NS0215  DESIGNATION -  OREGON
 NS0215  PID         -  NS0215
 NS0215  STATE/COUNTY-  WY/SWEETWATER
 NS0215  USGS QUAD   -  JOE HAY RIM (1986)
 NS0215
 NS0215                         *CURRENT SURVEY CONTROL
 NS0215  ___________________________________________________________________
 NS0215* NAD 83(1993)-  42 14 26.55763(N)    108 50 52.88182(W)     ADJUSTED  
 NS0215* NAVD 88     -      2595.3    (meters)    8515.     (feet)  VERTCON   
 NS0215  ___________________________________________________________________
 NS0215  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 NS0215  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 NS0215
 NS0215  HORZ ORDER  -  THIRD
 NS0215
 NS0215.The horizontal coordinates were established by classical geodetic methods
 NS0215.and adjusted by the National Geodetic Survey in January 1997..
 NS0215
 NS0215.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0215
 NS0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0215
 NS0215.The geoid height was determined by GEOID03.
 NS0215
 NS0215;                    North         East     Units Scale Factor Converg.
 NS0215;SPC WYWC     -   193,317.761   591,909.927   MT  0.99993831   -0 03 57.2
 NS0215;UTM  12      - 4,678,744.658   677,552.479   MT  0.99998790   +1 26 49.3
 NS0215
 NS0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0215!SPC WYWC     -   0.99959516  x   0.99993831  =   0.99953350
 NS0215!UTM  12      -   0.99959516  x   0.99998790  =   0.99958307
 NS0215
 NS0215:                Primary Azimuth Mark                     Grid Az
 NS0215:SPC WYWC     -  CENTENNIAL                               074 08 00.7
 NS0215:UTM  12      -  CENTENNIAL                               072 37 14.2
 NS0215
 NS0215|---------------------------------------------------------------------|
 NS0215| PID    Reference Object                     Distance      Geod. Az  |
 NS0215|                                                           dddmmss.s |
 NS0215| NS0211 CENTENNIAL                          APPROX.11.1 KM 0740403.5 |
 NS0215|---------------------------------------------------------------------|
 NS0215
 NS0215                          SUPERSEDED SURVEY CONTROL
 NS0215
 NS0215  NAD 83(1986)-  42 14 26.54200(N)    108 50 52.87978(W) AD(       ) 3
 NS0215  NAD 27      -  42 14 26.69568(N)    108 50 50.46657(W) AD(       ) 3
 NS0215  NGVD 29 (07/19/86) 2594.0    (m)         8510.     (f) VERT ANG       
 NS0215
 NS0215.Superseded values are not recommended for survey control.
 NS0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0215.See file dsdata.txt to determine how the superseded data were derived.
 NS0215
 NS0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM7755278745(NAD 83)
 NS0215_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NS0215_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0215_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 NS0215
 NS0215  HISTORY     - Date     Condition        Report By
 NS0215  HISTORY     - 1957     MONUMENTED       USGS
 NS0215  HISTORY     - 1957     GOOD             USGS
 NS0215
 NS0215                          STATION DESCRIPTION
 NS0215
 NS0215'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NS0215'LOCATED ABOUT 20 MI. NNE. OF STEAMBOAT MOUNTAIN 16 MI. E OF THE BLAIR
 NS0215'AND HAY MIDDLE RANCH, ON THE W. EDGE OF THE SE. BUTTE OF THE BUTTES
 NS0215'KNOWN AS OREGON BUTTES.  STATION REACHED BY HELICOPTER.
 NS0215'
 NS0215'STATION MARK - STANDARD ALUMINUM TABLET STAMPED, ---OREGON 1957 8511--
 NS0215'SET IN 3/4 IN STEEL PIPE WHICH IS SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0566 ***********************************************************************
 NQ0566  DESIGNATION -  OREGON
 NQ0566  PID         -  NQ0566
 NQ0566  STATE/COUNTY-  WY/PLATTE
 NQ0566  USGS QUAD   -  DILTS RANCH (1973)
 NQ0566
 NQ0566                         *CURRENT SURVEY CONTROL
 NQ0566  ___________________________________________________________________
 NQ0566* NAD 83(1993)-  42 30 51.51837(N)    105 16 29.11691(W)     ADJUSTED  
 NQ0566* NAVD 88     -      1711.3    (meters)    5614.     (feet)  VERTCON   
 NQ0566  ___________________________________________________________________
 NQ0566  LAPLACE CORR-          -7.15  (seconds)                    DEFLEC99
 NQ0566  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 NQ0566
 NQ0566  HORZ ORDER  -  THIRD
 NQ0566
 NQ0566.The horizontal coordinates were established by classical geodetic methods
 NQ0566.and adjusted by the National Geodetic Survey in January 1997..
 NQ0566
 NQ0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0566
 NQ0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0566
 NQ0566.The geoid height was determined by GEOID03.
 NQ0566
 NQ0566;                    North         East     Units Scale Factor Converg.
 NQ0566;SPC WY E     -   223,708.551   191,117.852   MT  0.99993847   -0 04 23.0
 NQ0566;UTM  13      - 4,706,918.688   477,429.610   MT  0.99960627   -0 11 08.4
 NQ0566
 NQ0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0566!SPC WY E     -   0.99973380  x   0.99993847  =   0.99967229
 NQ0566!UTM  13      -   0.99973380  x   0.99960627  =   0.99934017
 NQ0566
 NQ0566:                Primary Azimuth Mark                     Grid Az
 NQ0566:SPC WY E     -  FITZHUGH                                 035 34 48.6
 NQ0566:UTM  13      -  FITZHUGH                                 035 41 34.0
 NQ0566
 NQ0566|---------------------------------------------------------------------|
 NQ0566| PID    Reference Object                     Distance      Geod. Az  |
 NQ0566|                                                           dddmmss.s |
 NQ0566| NQ0552 FITZHUGH                            APPROX. 4.9 KM 0353025.6 |
 NQ0566|---------------------------------------------------------------------|
 NQ0566
 NQ0566                          SUPERSEDED SURVEY CONTROL
 NQ0566
 NQ0566  NAD 83(1986)-  42 30 51.49825(N)    105 16 29.10638(W) AD(       ) 3
 NQ0566  NAD 27      -  42 30 51.61032(N)    105 16 27.17593(W) AD(       ) 3
 NQ0566  NGVD 29 (07/19/86) 1710.4    (m)         5612.     (f) VERT ANG       
 NQ0566
 NQ0566.Superseded values are not recommended for survey control.
 NQ0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0566.See file dsdata.txt to determine how the superseded data were derived.
 NQ0566
 NQ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7743006919(NAD 83)
 NQ0566_MARKER: DD = SURVEY DISK
 NQ0566_SETTING: 0 = UNSPECIFIED SETTING
 NQ0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0566
 NQ0566  HISTORY     - Date     Condition        Report By
 NQ0566  HISTORY     - 1947     MONUMENTED       USGS
 NQ0566
 NQ0566                          STATION DESCRIPTION
 NQ0566
 NQ0566'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0566'LOCATED APPROXIMATELY 15 MI. W-NW. OF GLENDO ON A HIGH POINT IN
 NQ0566'ROLLING HILL COUNTRY.
 NQ0566'
 NQ0566'TO REACH STATION, TURN W. OFF U.S. HIGHWAY 87 ONTO ESTERBROOK RD. AT
 NQ0566'S. SIDE OF BELLWOOD TOURIST COURT AT S. END OF GLENDO AND PROCEED ON
 NQ0566'ESTERBROOK RD. FOR 13.7 MI.  TURN NW. AND FOLLOW OLD RD. NW. AND N.
 NQ0566'FOR 0.8 MI. TO A GATE.  GO THRU GATE AND CONTINUE N. 0.65 MI. TO OPEN
 NQ0566'GATE AND THEN 0.35 MI. TO A GATE AND STREAM.  PROCEED W. THRU DILTZ
 NQ0566'RANCH YARD FOR 0.2 MI. TO ANOTHER STREAM.  CROSS STREAM AND TURN
 NQ0566'RIGHT.  PROCEED N. 1.0 MI. TO DRAINAGE.  ABANDONED FARM BUILDINGS ARE
 NQ0566'LOCATED W. OF THIS POINT APPROXIMATELY 150 YDS.  CONTINUE 0.2 MI. N.
 NQ0566'TURN LEFT AND PROCEED W. FOR 0.9 MI. TO HIGHEST POINT AND STATION.
 NQ0566'
 NQ0566'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT STAMPED
 NQ0566'---1947 OREGON---.
 NQ0566'
 NQ0566'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN TOP OF CONCRETE
 NQ0566'MONUMENT STAMPED ---1947 OREGON REF. NO. 1---, LOCATED 41.0 FT. FROM
 NQ0566'STATION, N 16 DEG 09 MIN E.
 NQ0566'
 NQ0566'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN TOP OF CONCRETE
 NQ0566'MONUMENT STAMPED ---1947 OREGON REF. NO. 2---, LOCATED 44.4 FT. FROM
 NQ0566'STATION, N 76 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0554 ***********************************************************************
 NQ0554  CBN         -  This is a Cooperative Base Network Control Station.
 NQ0554  DESIGNATION -  ORIN
 NQ0554  PID         -  NQ0554
 NQ0554  STATE/COUNTY-  WY/CONVERSE
 NQ0554  USGS QUAD   -  ORIN (1949)
 NQ0554
 NQ0554                         *CURRENT SURVEY CONTROL
 NQ0554  ___________________________________________________________________
 NQ0554* NAD 83(1993)-  42 40 44.11300(N)    105 13 30.57333(W)     ADJUSTED  
 NQ0554* NAVD 88     -      1496.7    (meters)    4910.     (feet)  GPS OBS   
 NQ0554  ___________________________________________________________________
 NQ0554  X           -  -1,233,570.520 (meters)                     COMP
 NQ0554  Y           -  -4,532,426.804 (meters)                     COMP
 NQ0554  Z           -   4,302,352.336 (meters)                     COMP
 NQ0554  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 NQ0554  ELLIP HEIGHT-        1482.51  (meters)          (09/07/01) GPS OBS
 NQ0554  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NQ0554
 NQ0554  HORZ ORDER  -  B
 NQ0554  ELLP ORDER  -  FOURTH    CLASS I
 NQ0554
 NQ0554.The horizontal coordinates were established by GPS observations
 NQ0554.and adjusted by the National Geodetic Survey in October 1994..
 NQ0554
 NQ0554.The orthometric height was determined by GPS observations and a
 NQ0554.high-resolution geoid model.
 NQ0554
 NQ0554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NQ0554
 NQ0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0554
 NQ0554.The ellipsoidal height was determined by GPS observations
 NQ0554.and is referenced to NAD 83.
 NQ0554
 NQ0554.The geoid height was determined by GEOID03.
 NQ0554
 NQ0554;                    North         East     Units Scale Factor Converg.
 NQ0554;SPC WY E     -   241,989.045   195,205.998   MT  0.99993778   -0 02 22.7
 NQ0554;UTM  13      - 4,725,185.014   481,552.367   MT  0.99960419   -0 09 09.5
 NQ0554
 NQ0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0554!SPC WY E     -   0.99976755  x   0.99993778  =   0.99970535
 NQ0554!UTM  13      -   0.99976755  x   0.99960419  =   0.99937183
 NQ0554
 NQ0554|---------------------------------------------------------------------|
 NQ0554| PID    Reference Object                     Distance      Geod. Az  |
 NQ0554|                                                           dddmmss.s |
 NQ0554| CQ3668 ORIN RM 1                            12.739 METERS 21832     |
 NQ0554| CQ3666 ORIN AZ MK                                         3125046.2 |
 NQ0554| CQ3667 ORIN AZ MK 2                                       3133157.3 |
 NQ0554| CQ3669 ORIN RM 2                            13.957 METERS 31827     |
 NQ0554|---------------------------------------------------------------------|
 NQ0554
 NQ0554                          SUPERSEDED SURVEY CONTROL
 NQ0554
 NQ0554  ELLIP H (10/19/94) 1482.55   (m)                       GP(       ) 4 1
 NQ0554  NAD 83(1986)-  42 40 44.09283(N)    105 13 30.56200(W) AD(       ) 2
 NQ0554  NAD 27      -  42 40 44.20700(N)    105 13 28.63700(W) AD(       ) 2
 NQ0554  NGVD 29 (07/19/86) 1495.5    (m)         4906.     (f) VERT ANG       
 NQ0554
 NQ0554.Superseded values are not recommended for survey control.
 NQ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0554.See file dsdata.txt to determine how the superseded data were derived.
 NQ0554
 NQ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8155225185(NAD 83)
 NQ0554_MARKER: DS = TRIANGULATION STATION DISK
 NQ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0554_STAMPING: ORIN 1948
 NQ0554_MARK LOGO: CGS   
 NQ0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0554+STABILITY: SURFACE MOTION
 NQ0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0554+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1993
 NQ0554
 NQ0554  HISTORY     - Date     Condition        Report By
 NQ0554  HISTORY     - 1948     MONUMENTED       CGS
 NQ0554  HISTORY     - 1958     GOOD             CGS
 NQ0554  HISTORY     - 1969     GOOD             USAF
 NQ0554  HISTORY     - 1977     GOOD             NGS
 NQ0554  HISTORY     - 1985     GOOD             DMA
 NQ0554  HISTORY     - 19930615 GOOD             NGS
 NQ0554
 NQ0554                          STATION DESCRIPTION
 NQ0554
 NQ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0554'STATION IS LOCATED IN T. 31 N., R. 70 W., ON THE NORTH EDGE
 NQ0554'OF A MESA ABOUT 2 MILES AIR LINE NORTHWEST OF POST OFFICE IN
 NQ0554'ORIN, ABOUT 10 MILES AIR LINE SOUTHEAST OF DOUGLAS, AND 20 YARDS
 NQ0554'SOUTH OF U.S. HIGHWAY 87 AND 20.  IT IS ABOUT 150 YARDS NORTHWEST
 NQ0554'OF A GATE IN FENCE LINE RUNNING ALONG SOUTH SIDE OF HIGHWAY,
 NQ0554'3 FEET SOUTH OF WHITE WITNESS POST, AND IS STAMPED, ORIN 1948.
 NQ0554'
 NQ0554'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN STATION,
 NQ0554'PROJECTS 3 INCHES, AND IS STAMPED, ORIN NO 1 1948.
 NQ0554'
 NQ0554'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 NQ0554'STATION, PROJECTS 3 INCHES, AND IS STAMPED, ORIN NO 2 1948.
 NQ0554'
 NQ0554'AZIMUTH MARK IS LOCATED ON SOUTH SLOPE OF LOW, GRASSY HILL,
 NQ0554'APPROXIMATELY 25 FEET HIGHER THAN AND 88 PACES NORTH OF CENTER
 NQ0554'LINE OF U.S. HIGHWAY 87 AND 20.  IT IS IN PROMINENT ROCK
 NQ0554'OUTCROP ABOUT 2 FEET HIGH, 9 FEET NORTHEAST OF WHITE WITNESS
 NQ0554'POST, AND STAMPED, ORIN 1948.
 NQ0554'
 NQ0554'TO REACH STATION FROM RAILROAD STATION IN DOUGLAS, FOLLOW
 NQ0554'U.S. HIGHWAY 87 AND 20 SOUTHEAST FOR 10.4 MILES.  STATION
 NQ0554'IS ON THE RIGHT OF HIGHWAY.  AZIMUTH MARK IS ON THE LEFT OF THE
 NQ0554'HIGHWAY 9.3 MILES FROM RAILROAD STATION IN DOUGLAS.
 NQ0554
 NQ0554                          STATION RECOVERY (1958)
 NQ0554
 NQ0554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 NQ0554'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 NQ0554'DISTANCES AND DIRECTIONS TO REFERENCE MARKS CHECKED AND VERIFIED.
 NQ0554'DESCRIPTION ADEQUATE AND CORRECT.
 NQ0554
 NQ0554                          STATION RECOVERY (1969)
 NQ0554
 NQ0554'RECOVERY NOTE BY US AIR FORCE 1969
 NQ0554'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 NQ0554'THE AZIMUTH MARK WAS DESTROYED DURING CONSTRUCTION OF INTERSTATE
 NQ0554'25.  ROUTE DESCRIPTION WAS ADEQUATE.
 NQ0554
 NQ0554                          STATION RECOVERY (1977)
 NQ0554
 NQ0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NQ0554'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN GOOD
 NQ0554'CONDITION.  AZIMUTH MARK DISK STILL CEMENTED IN DRILL HOLE IN TOP OF
 NQ0554'A BOULDER AND SOLID IN GROUND WAS RECOVERED BUT THE DIRECTION TO
 NQ0554'THE MARK DIFFERED BY 41 MINUTES.  THE BOULDER WAS PROBABLY MOVED
 NQ0554'SOME DURING THE CONSTRUCTION OF INTERSTATE HIGHWAY 25.  THE DISK
 NQ0554'WAS RESTAMPED AND RETIED AT THIS TIME.  DISTANCE AND DIRECTION
 NQ0554'TO THE REFERENCE MARKS CHECKED FAIRLY WELL.
 NQ0554'
 NQ0554'STATION IS REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND
 NQ0554'U.S. HIGHWAYS 87, 26, 18 AND 20 WHICH IS ABOUT 12 MILES SOUTHEAST OF
 NQ0554'DOUGLAS AND AT THE SMALL COMMUNITY OF ORIN.  GO NORTHWEST ON THE
 NQ0554'OLD U.S. HIGHWAYS 87 AND 20 FOR 1.8 MILES TO A GRAVELED ROAD ON
 NQ0554'LEFT LEADING TO THE VORTAC.  CONTINUE STRAIGHT AHEAD ON HIGHWAY
 NQ0554'FOR ABOUT 0.1 MILE TO THE STATION ON THE LEFT, AS DESCRIBED.
 NQ0554'
 NQ0554'AZIMUTH MARK IS REACHED FROMTHE STATION.  GO NORTHWEST ON THE
 NQ0554'HIGHWAY FOR 1.2 MILES.  PACK NORTH ACROSS INTERSTATE HIGHWAY 25 TO
 NQ0554'TOP OF AN EMBANKMENT, HIGHWAY RIGHT-OF-WAY FENCE AND MARK, AS
 NQ0554'DESCRIBED.
 NQ0554'
 NQ0554'AZIMUTH MARK CAN ALSO BE REACHED FROM THE HIGHWAY JUNCTION MENTIONED
 NQ0554'ABOVE.  GO NORTHWEST ON INTERSTATE HIGHWAY 25 FOR 3.0 MILES TO THE
 NQ0554'MARK ON RIGHT.
 NQ0554'
 NQ0554'STATION IS A STANDARD STATION MARK DISK, STAMPED ORIN 1948, SET IN
 NQ0554'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.
 NQ0554'MARK IS 60 FEET SOUTH OF THE APPROXIMATE CENTER OF OLD U.S. HIGHWAY
 NQ0554'87 AND 20, 2.7 FEET WEST OF A METAL WITNESS POST WITH A METAL
 NQ0554'WITNESS SIGN ATTACHED.
 NQ0554'
 NQ0554'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 NQ0554'ORIN NO 1 1948, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 NQ0554'PROJECTING ABOUT 2 INCHES.  MARK IS 102 FEET SOUTH OF THE HIGHWAY.
 NQ0554'
 NQ0554'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 NQ0554'ORIN NO 2 1948, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 NQ0554'PROJECTING ABOUT 3 INCHES.  MARK IS ABOUT 52 FEET SOUTH OF HIGHWAY
 NQ0554'87 AND 20.
 NQ0554'
 NQ0554'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED ORIN 1948
 NQ0554'1977, CEMENTED IN A DRILL HOLE, IN THE TOP OF A 3 FEET X 3 FEET
 NQ0554'BOULDER PROJECTING ABOUT 8 INCHES.  MARK IS 120 FEET NORTH OF THE
 NQ0554'CENTER OF THE NORTHWEST BOUND LANE OF INTERSTATE HIGHWAY 25, 2.4
 NQ0554'FEET SOUTH OF INTERSTATE HIGHWAY RIGHT-OF-WAY FENCELINE AND 2.1
 NQ0554'FEET SOUTH OF A METAL WITNESS POST WITH A METAL WITNESS SIGN
 NQ0554'ATTACHED.
 NQ0554'
 NQ0554'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHWEST
 NQ0554'OF ORIN.
 NQ0554
 NQ0554                          STATION RECOVERY (1985)
 NQ0554
 NQ0554'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (RSB)
 NQ0554'ORIN 1948 FOUND GOOD.
 NQ0554'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  AZIMUTH MARK
 NQ0554'NOT RECOVERED.
 NQ0554
 NQ0554                          STATION RECOVERY (1993)
 NQ0554
 NQ0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 NQ0554'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NQ0554'CONDITION.  AZIMUTH MARK 2 WAS NOT SEARCHED FOR. STATION IS LOCATED
 NQ0554'ABOUT 18 KM (11.20 MI) SOUTHEAST OF DOUGLAS, 3 KM (1.85 MI) NORTHWEST
 NQ0554'OF THE JUNCTION OF INTERSTATE HIGHWAY 25 AND US HIGHWAYS 18, 20, 87 AT
 NQ0554'ORIN JUNCTION, ALONG THE OLD HIGHWAY (NOW A FRONTAGE ROAD), 0.2 KM
 NQ0554'(0.10 MI) NORTH OF AN FAA VECTOR OMNIRANGE, IN THE SOUTHWEST 1/4 OF
 NQ0554'SECTION 2, T 31 N, R 70 W.  OWNERSHIP--UNKNOWN. TO REACH FROM THE
 NQ0554'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 25 AND US HIGHWAYS 18,
 NQ0554'20, 87 AT ORIN JUNCTION (EXIT 126), GO SOUTHWEST, THEN NORTHWEST ON
 NQ0554'OLD HIGHWAY FOR 2.99 KM (1.85 MI) TO A DIRT ROAD LEFT LEADING TO THE
 NQ0554'VECTOR OMNIRANGE.  CONTINUE AHEAD FOR 0.16 KM (0.10 MI) TO THE STATION
 NQ0554'ON THE LEFT, ACROSS THE FENCE. STATION MARK IS SET IN THE TOP OF A
 NQ0554'35-CM SQUARE CONCRETE POST PROJECTING 5 CM ABOVE GROUND.  IT IS 0.6 M
 NQ0554'(2.0 FT) SOUTHWEST OF A METAL WITNESS POST IN THE FENCE LINE, AND 18.2
 NQ0554'M (59.7 FT) SOUTHWEST OF, AND 1 M (3.3 FT) HIGHER THAN THE ROAD
 NQ0554'CENTER. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0556 ***********************************************************************
 NQ0556  DESIGNATION -  ORIN
 NQ0556  PID         -  NQ0556
 NQ0556  STATE/COUNTY-  WY/CONVERSE
 NQ0556  USGS QUAD   -  ORIN (1949)
 NQ0556
 NQ0556                         *CURRENT SURVEY CONTROL
 NQ0556  ___________________________________________________________________
 NQ0556* NAD 83(1993)-  42 40 53.12453(N)    105 10 29.92620(W)     ADJUSTED  
 NQ0556* NAVD 88     -      1530.     (meters)    5020.     (feet)  VERTCON   
 NQ0556  ___________________________________________________________________
 NQ0556  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 NQ0556  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 NQ0556
 NQ0556  HORZ ORDER  -  THIRD
 NQ0556
 NQ0556.The horizontal coordinates were established by classical geodetic methods
 NQ0556.and adjusted by the National Geodetic Survey in January 1997..
 NQ0556
 NQ0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0556
 NQ0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0556
 NQ0556.The geoid height was determined by GEOID03.
 NQ0556
 NQ0556;                    North         East     Units Scale Factor Converg.
 NQ0556;SPC WY E     -   242,265.475   199,318.715   MT  0.99993751   -0 00 20.3
 NQ0556;UTM  13      - 4,725,453.243   485,664.246   MT  0.99960253   -0 07 07.0
 NQ0556
 NQ0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0556!SPC WY E     -   0.99976237  x   0.99993751  =   0.99969989
 NQ0556!UTM  13      -   0.99976237  x   0.99960253  =   0.99936499
 NQ0556
 NQ0556                          SUPERSEDED SURVEY CONTROL
 NQ0556
 NQ0556  NAD 83(1986)-  42 40 53.10330(N)    105 10 29.91461(W) AD(       ) 3
 NQ0556  NAD 27      -  42 40 53.21810(N)    105 10 27.99579(W) AD(       ) 3
 NQ0556  NGVD 29 (07/19/86) 1529.     (m)         5016.     (f) VERT ANG       
 NQ0556
 NQ0556.Superseded values are not recommended for survey control.
 NQ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0556.See file dsdata.txt to determine how the superseded data were derived.
 NQ0556
 NQ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8566425453(NAD 83)
 NQ0556_MARKER: DD = SURVEY DISK
 NQ0556_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0556_SP_SET: SET IN ROCK OUTCROP
 NQ0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0556+STABILITY: POSITION/ELEVATION WELL
 NQ0556
 NQ0556  HISTORY     - Date     Condition        Report By
 NQ0556  HISTORY     - 1947     MONUMENTED       USGS
 NQ0556
 NQ0556                          STATION DESCRIPTION
 NQ0556
 NQ0556'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0556'LOCATED APPROXIMATELY 2-1/2 MI. NE. OF JUNCTION OF U.S. HIGHWAY 20
 NQ0556'AND 87, ON A HIGH FLAT-TOPPED BUTTE.
 NQ0556'
 NQ0556'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 20 AND 87, PROCEED NE.
 NQ0556'ON U.S. HIGHWAY 20 FOR 0.7 MI., TURN LEFT THRU GATE AND GO N. 0.2 MI.
 NQ0556'ON AN OLD TRAIL TO ANOTHER GATE, PASS THRU GATE AND OVER RAILROAD
 NQ0556'TRACKS AND THRU ANOTHER GATE, CONTINUE NNW. ON TRAIL FOR 1.6 MI. TO
 NQ0556'SW. SIDE OF BUTTE.  STATION IS LOCATED ON TOP OF BUTTE.
 NQ0556'
 NQ0556'STATION MARK--STANDARD TABLET STAMPED ---ORIN 1947--- AND SET IN ROCK,
 NQ0556'APPROXIMATELY 15 FT. FROM SHARP DROP OFF AT SW. SIDE OF BUTTE.
 NQ0556'
 NQ0556'REFERENCE MARK NO. 1--HOLE 4 IN. DEEP DRILLED IN ROCK, 19.7 FT. S. OF
 NQ0556'STATION.
 NQ0556'
 NQ0556'REFERENCE MARK NO. 2--HOLE 4 IN. DEEP DRILLED IN ROCK, 20.5 FT. E. OF
 NQ0556'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0456 ***********************************************************************
 NR0456  DESIGNATION -  ORION
 NR0456  PID         -  NR0456
 NR0456  STATE/COUNTY-  WY/FREMONT
 NR0456  USGS QUAD   -  SAGEBRUSH PARK (1984)
 NR0456
 NR0456                         *CURRENT SURVEY CONTROL
 NR0456  ___________________________________________________________________
 NR0456* NAD 83(1993)-  42 21 19.42219(N)    107 39 46.09047(W)     ADJUSTED  
 NR0456* NAVD 88     -      2652.8    (meters)    8703.     (feet)  VERTCON   
 NR0456  ___________________________________________________________________
 NR0456  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 NR0456  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0456
 NR0456  HORZ ORDER  -  THIRD
 NR0456
 NR0456.The horizontal coordinates were established by classical geodetic methods
 NR0456.and adjusted by the National Geodetic Survey in January 1997..
 NR0456
 NR0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0456
 NR0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0456
 NR0456.The geoid height was determined by GEOID03.
 NR0456
 NR0456;                    North         East     Units Scale Factor Converg.
 NR0456;SPC WYWC     -   206,623.924   689,567.068   MT  1.00003617   +0 43 57.1
 NR0456;UTM  13      - 4,692,671.186   280,696.927   MT  1.00019178   -1 47 41.0
 NR0456
 NR0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0456!SPC WYWC     -   0.99958618  x   1.00003617  =   0.99962234
 NR0456!UTM  13      -   0.99958618  x   1.00019178  =   0.99977788
 NR0456
 NR0456:                Primary Azimuth Mark                     Grid Az
 NR0456:SPC WYWC     -  BAIROIL                                  165 42 06.0
 NR0456:UTM  13      -  BAIROIL                                  168 13 44.1
 NR0456
 NR0456|---------------------------------------------------------------------|
 NR0456| PID    Reference Object                     Distance      Geod. Az  |
 NR0456|                                                           dddmmss.s |
 NR0456| NR0455 BAIROIL                             APPROX. 6.6 KM 1662603.1 |
 NR0456|---------------------------------------------------------------------|
 NR0456
 NR0456                          SUPERSEDED SURVEY CONTROL
 NR0456
 NR0456  NAD 83(1986)-  42 21 19.40901(N)    107 39 46.08644(W) AD(       ) 3
 NR0456  NAD 27      -  42 21 19.56176(N)    107 39 43.81605(W) AD(       ) 3
 NR0456  NGVD 29 (07/19/86) 2651.5    (m)         8699.     (f) VERT ANG       
 NR0456
 NR0456.Superseded values are not recommended for survey control.
 NR0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0456.See file dsdata.txt to determine how the superseded data were derived.
 NR0456
 NR0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG8069792671(NAD 83)
 NR0456
 NR0456  HISTORY     - Date     Condition        Report By
 NR0456  HISTORY     - 1948     MONUMENTED       USGS
 NR0456  HISTORY     - 1950     GOOD             USGS
 NR0456
 NR0456                          STATION DESCRIPTION
 NR0456
 NR0456'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (SLB)
 NR0456'TO REACH FROM THREE FORKS, FOLLOW U.S. HIGHWAY 287 NE. 10.3 MI.,
 NR0456'TURN LEFT ON LECKENBY RANCH RD. (POSTED), CONTINUE 0.4 MI. TO FORK,
 NR0456'LEAVE RANCH RD., FOLLOW RD. S. 1.3 MI. TO GATE, CONTINUE STRAIGHT
 NR0456'2.7 MI. TO CROSSROAD, CONTINUE 2.9 MI. TO CREEK, FORD CREEK, TURN
 NR0456'LEFT ON OLD LOGGING RD., FOLLOW CREEK UP DRAW 2.7 MI. TO BASE OF
 NR0456'MOUNTAIN.  END OF TRUCK TRAVEL.  LEAVE LOGGING RD., FOLLOW CATTLE
 NR0456'TRAIL E. UP VALLEY TO TOP OF RIDGE.  TREES ARE BLAZED TO MARK TRAIL.
 NR0456'ABOUT A ONE HOUR PACK.
 NR0456'
 NR0456'RECOVERED.
 NR0456'
 NR0456'STATION MARK--STANDARD TABLET SET IN ROCK, STAMPED ---ORION 1948---.
 NR0456'
 NR0456'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN ROCK, 43.80
 NR0456'FT. FROM STATION, N 02 DEG 37 MIN E, STAMPED
 NR0456'---ORION NO. 1---.
 NR0456'
 NR0456'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN ROCK, 39.60
 NR0456'FT. FROM STATION, N 69 DEG 39 MIN E, STAMPED
 NR0456'---ORION NO. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0351 ***********************************************************************
 OV0351  DESIGNATION -  ORMSBY
 OV0351  PID         -  OV0351
 OV0351  STATE/COUNTY-  WY/NATRONA
 OV0351  USGS QUAD   -  SEVEN L CREEK WEST (1984)
 OV0351
 OV0351                         *CURRENT SURVEY CONTROL
 OV0351  ___________________________________________________________________
 OV0351* NAD 83(1993)-  43 09 31.68636(N)    106 08 17.15431(W)     ADJUSTED  
 OV0351* NAVD 88     -      1840.24   (+/-2cm)    6037.5    (feet)  VERTCON   
 OV0351  ___________________________________________________________________
 OV0351  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 OV0351  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 OV0351
 OV0351  HORZ ORDER  -  FIRST
 OV0351  VERT ORDER  -  THIRD ? (See Below)
 OV0351
 OV0351.The horizontal coordinates were established by classical geodetic methods
 OV0351.and adjusted by the National Geodetic Survey in January 1997..
 OV0351
 OV0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0351.The vertical order pertains to the NGVD 29 superseded value.
 OV0351
 OV0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0351
 OV0351.The geoid height was determined by GEOID03.
 OV0351
 OV0351;                    North         East     Units Scale Factor Converg.
 OV0351;SPC WYEC     -   395,988.208   497,203.636   MT  1.00005369   +0 49 03.5
 OV0351;SPC WY E     -   295,752.778   120,997.501   MT  1.00001425   -0 39 52.3
 OV0351;UTM  13      - 4,779,078.330   407,474.326   MT  0.99970531   -0 46 42.7
 OV0351
 OV0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0351!SPC WYEC     -   0.99971366  x   1.00005369  =   0.99976733
 OV0351!SPC WY E     -   0.99971366  x   1.00001425  =   0.99972790
 OV0351!UTM  13      -   0.99971366  x   0.99970531  =   0.99941905
 OV0351
 OV0351:                Primary Azimuth Mark                     Grid Az
 OV0351:SPC WYEC     -  ORMSBY AZ MK                             135 28 33.0
 OV0351:SPC WY E     -  ORMSBY AZ MK                             136 57 28.8
 OV0351:UTM  13      -  ORMSBY AZ MK                             137 04 19.2
 OV0351
 OV0351|---------------------------------------------------------------------|
 OV0351| PID    Reference Object                     Distance      Geod. Az  |
 OV0351|                                                           dddmmss.s |
 OV0351| CP6337 ORMSBY AZ MK                                       1361736.5 |
 OV0351| CP6338 ORMSBY RM 1                          26.924 METERS 18324     |
 OV0351| CP6339 ORMSBY RM 2                          25.330 METERS 27145     |
 OV0351|---------------------------------------------------------------------|
 OV0351
 OV0351                          SUPERSEDED SURVEY CONTROL
 OV0351
 OV0351  NAD 83(1986)-  43 09 31.66790(N)    106 08 17.13280(W) AD(       ) 1
 OV0351  NAD 27      -  43 09 31.78300(N)    106 08 15.07800(W) AD(       ) 1
 OV0351  NGVD 29 (07/19/86) 1839.32   (m)         6034.5    (f) LEVELING    3  
 OV0351
 OV0351.Superseded values are not recommended for survey control.
 OV0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0351.See file dsdata.txt to determine how the superseded data were derived.
 OV0351
 OV0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH0747479078(NAD 83)
 OV0351_MARKER: DS = TRIANGULATION STATION DISK
 OV0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0351
 OV0351  HISTORY     - Date     Condition        Report By
 OV0351  HISTORY     - 1938     MONUMENTED       CGS
 OV0351  HISTORY     - 1955     GOOD             USGS
 OV0351
 OV0351                          STATION DESCRIPTION
 OV0351
 OV0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0351'STATION ORMSBY, IN THE CENTRAL PART OF WYOMING AND THE EAST
 OV0351'CENTRAL PART OF NATRONA COUNTY, IS ON THE HIGHEST PART OF A
 OV0351'NORTH AND SOUTH GRASS COVERED RIDGE.  IT IS ABOUT 24 MILES
 OV0351'NORTH-NORTH EAST (AIRLINE) OF CASPER.  18 MILES, AIRLINE,
 OV0351'SOUTHEAST OF MIDWEST.  25 MILES, AIRLINE, NORTHWEST OF GLENROCK
 OV0351'AND ABOUT 9 MILES, AIRLINE, SOUTH-SOUTHEAST OF TEAPOT DOME
 OV0351'OIL FIELD.
 OV0351'
 OV0351'STATION IS REACHED FROM THE INTERSECTION OF HIGHWAYS U.S. 20
 OV0351'AND U.S. 87, WHICH IS ABOUT 1.8 MILES WEST OF CASPER, BY GOING
 OV0351'NORTH ON U.S. 87 FOR 8.65 MILES TO A GRADED ROAD TO THE RIGHT
 OV0351'AND A SIGN MARKED ORMSBY ROAD.  THENCE RIGHT, EAST, AND FOLLOW
 OV0351'THIS MAIN ROAD FOR 2.6 MILES TO A FORK.  THENCE CONTINUE
 OV0351'STRAIGHT AHEAD, RIGHT FORK GRADED ROAD, 4.4 MILES TO A FORK.
 OV0351'THENCE CONTINUE STRAIGHT AHEAD, LEFT FORK GRADED, 5.05 MILES
 OV0351'TO A CATTLE GUARD AND RANCH BUILDINGS ON THE LEFT.  THENCE
 OV0351'CONTINUE STRAIGHT AHEAD, FOLLOWING MAIN TRAVELED ROAD TO THE
 OV0351'NORTHWEST AND NORTH FOR 4.1 MILES TO A FORK AT THE TOP OF A
 OV0351'RIDGE AND AN IRON PIPE ON THE RIGHT.  THENCE LEFT FORK,
 OV0351'NORTHEAST, FOR 0.95 MILE TO A FORK AT THE TOP OF A RIDGE
 OV0351'AND A SIGNBOARD ABOUT 50 YARDS TO THE EAST MARKED ORMSBY
 OV0351'RANCH 27, GILLETTE 101.  THENCE LEFT FORK, NORTH, 0.1
 OV0351'MILE AND THE AZIMUTH MARK WILL BE FOUND ABOUT 50 FEET WEST
 OV0351'OF THE ROAD.  FROM THE AZIMUTH MARK CONTINUE NORTH ON
 OV0351'TRAIL ROAD ALONG CREST OF RIDGE 0.5 MILE TO A FORK.
 OV0351'THENCE LEFT FORK, MAIN TRAIL ROAD, 0.2 MILE AND THE
 OV0351'STATION WILL BE FOUND ON THE HIGHEST PART OF RIDGE ABOUT
 OV0351'50 FEET TO THE WEST OF THE ROAD.
 OV0351'
 OV0351'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OV0351
 OV0351                          STATION RECOVERY (1955)
 OV0351
 OV0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (EIN)
 OV0351'STATION RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING
 OV0351'
 OV0351'STATION IS LOCATED ABOUT 23.5 MI. NNE. OF CASPER, IN THE SW. 1/4 SEC.
 OV0351'19, T 37 N, R 77 W.
 OV0351'
 OV0351'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87, 26, AND 20, WHICH IS
 OV0351'1.8 MI. W. OF CASPER, GO 8.5 MI. N. ON U.S. HIGHWAY 87 TO GRADED RD.
 OV0351'E., FOLLOW GRADED RD. 16.8 MI. TO FOUR HOUSES ON TOP OF RIDGE,
 OV0351'CONTINUE N. ON THIS RIDGE FOLLOWING GRADED RD. 0.5 MI. TO FORK,
 OV0351'FOLLOW MAIN GRADED RIDGE RD. TO RIGHT 0.4 MI. TO FORK, FOLLOW MAIN
 OV0351'GRADED RIDGE RD. TO RIGHT 0.5 MI. TO FORK, FOLLOW MAIN GRADED RIDGE
 OV0351'RD. TO RIGHT 1.2 MI. TO HIGHEST POINT ON RIDGE, STATION IS LOCATED 50
 OV0351'FT. S. OF RD.
 OV0351'
 OV0351'STATION MARK--STANDARD USC AND GS STATION DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1183 ***********************************************************************
 MO1183  DESIGNATION -  ORO
 MO1183  PID         -  MO1183
 MO1183  STATE/COUNTY-  WY/PLATTE
 MO1183  USGS QUAD   -  DELANO RANCH (1976)
 MO1183
 MO1183                         *CURRENT SURVEY CONTROL
 MO1183  ___________________________________________________________________
 MO1183* NAD 83(1993)-  41 44 55.49996(N)    105 14 35.30590(W)     ADJUSTED  
 MO1183* NAVD 88     -      2018.9    (meters)    6624.     (feet)  VERTCON   
 MO1183  ___________________________________________________________________
 MO1183  LAPLACE CORR-         -10.71  (seconds)                    DEFLEC99
 MO1183  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 MO1183
 MO1183  HORZ ORDER  -  THIRD
 MO1183
 MO1183.The horizontal coordinates were established by classical geodetic methods
 MO1183.and adjusted by the National Geodetic Survey in January 1997..
 MO1183
 MO1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1183
 MO1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1183
 MO1183.The geoid height was determined by GEOID03.
 MO1183
 MO1183;                    North         East     Units Scale Factor Converg.
 MO1183;SPC WY E     -   138,675.736   193,639.617   MT  0.99993800   -0 03 03.3
 MO1183;UTM  13      - 4,621,909.397   479,784.656   MT  0.99960503   -0 09 42.8
 MO1183
 MO1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1183!SPC WY E     -   0.99968542  x   0.99993800  =   0.99962344
 MO1183!UTM  13      -   0.99968542  x   0.99960503  =   0.99929058
 MO1183
 MO1183:                Primary Azimuth Mark                     Grid Az
 MO1183:SPC WY E     -  MULE                                     099 58 27.6
 MO1183:UTM  13      -  MULE                                     100 05 07.1
 MO1183
 MO1183|---------------------------------------------------------------------|
 MO1183| PID    Reference Object                     Distance      Geod. Az  |
 MO1183|                                                           dddmmss.s |
 MO1183| MO1182 MULE                                APPROX. 5.0 KM 0995524.3 |
 MO1183|---------------------------------------------------------------------|
 MO1183
 MO1183                          SUPERSEDED SURVEY CONTROL
 MO1183
 MO1183  NAD 83(1986)-  41 44 55.48406(N)    105 14 35.30157(W) AD(       ) 3
 MO1183  NAD 27      -  41 44 55.58397(N)    105 14 33.36874(W) AD(       ) 3
 MO1183  NGVD 29 (07/19/86) 2018.0    (m)         6621.     (f) VERT ANG       
 MO1183
 MO1183.Superseded values are not recommended for survey control.
 MO1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1183.See file dsdata.txt to determine how the superseded data were derived.
 MO1183
 MO1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG7978521909(NAD 83)
 MO1183
 MO1183  HISTORY     - Date     Condition        Report By
 MO1183  HISTORY     - 1951     MONUMENTED       USGS
 MO1183  HISTORY     - 1961     GOOD             USGS
 MO1183
 MO1183                          STATION DESCRIPTION
 MO1183
 MO1183'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (GMP)
 MO1183'STATION LOCATED ABOUT 25 MI. SW. OF WHEATLAND AND ABOUT 22 MI. W. OF
 MO1183'CHUGWATER, ON ONE OF BRUSH COVERED HILLS IN THIS AREA.
 MO1183'
 MO1183'TO REACH STATION FROM WHEATLAND POST OFFICE, GO S. ON U.S. HIGHWAY 87
 MO1183'6.6 MI. TO JUNCTION WITH HIGHWAY 34, TURN RIGHT AT JUNCTION (SW.) ON
 MO1183'HIGHWAY 34 19.3 MI. TO JUNCTION WITH GRADED RD., THEN LEFT IN
 MO1183'SOUTHERLY DIRECTION 6.3 MI. TO POINT WHERE RD. TURNS AND GOES IN AN
 MO1183'EASTERLY DIRECTION, THERE IS A RD. JUNCTION AT THIS POINT, TAKE LEFT
 MO1183'FORK E. 0.2 MI. TO SANDY STREAM BED.  STATION LOCATED ON HILL 0.4 MI.
 MO1183'NE. OF THIS POINT AND CLEARLY VISIBLE FROM THIS POINT.
 MO1183'
 MO1183'RECOVERED.
 MO1183'
 MO1183'STATION MARK--STANDARD TABLET, SET IN BEDROCK, STAMPED ---JSC-ORO
 MO1183'1951---.
 MO1183'
 MO1183'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0647 ***********************************************************************
 NQ0647  DESIGNATION -  ORPHA
 NQ0647  PID         -  NQ0647
 NQ0647  STATE/COUNTY-  WY/CONVERSE
 NQ0647  USGS QUAD   -  ORPHA (1974)
 NQ0647
 NQ0647                         *CURRENT SURVEY CONTROL
 NQ0647  ___________________________________________________________________
 NQ0647* NAD 83(1993)-  42 48 03.93276(N)    105 33 21.98890(W)     ADJUSTED  
 NQ0647* NAVD 88     -      1607.4    (meters)    5274.     (feet)  VERTCON   
 NQ0647  ___________________________________________________________________
 NQ0647  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 NQ0647  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 NQ0647
 NQ0647  HORZ ORDER  -  SECOND
 NQ0647
 NQ0647.The horizontal coordinates were established by classical geodetic methods
 NQ0647.and adjusted by the National Geodetic Survey in January 1997..
 NQ0647
 NQ0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0647
 NQ0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0647
 NQ0647.The geoid height was determined by GEOID03.
 NQ0647
 NQ0647;                    North         East     Units Scale Factor Converg.
 NQ0647;SPC WY E     -   255,631.919   168,144.306   MT  0.99994998   -0 15 52.6
 NQ0647;UTM  13      - 4,738,876.779   454,526.558   MT  0.99962544   -0 22 40.3
 NQ0647
 NQ0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0647!SPC WY E     -   0.99975019  x   0.99994998  =   0.99970018
 NQ0647!UTM  13      -   0.99975019  x   0.99962544  =   0.99937572
 NQ0647
 NQ0647|---------------------------------------------------------------------|
 NQ0647| PID    Reference Object                     Distance      Geod. Az  |
 NQ0647|                                                           dddmmss.s |
 NQ0647| CQ4529 ORPHA RM 3                           13.975 METERS 08556     |
 NQ0647| CQ4527 ORPHA RM 1                           13.813 METERS 24756     |
 NQ0647| CQ4526 ORPHA AZ MK                                        2693108.0 |
 NQ0647| CQ4528 ORPHA RM 2                           13.813 METERS 31553     |
 NQ0647|---------------------------------------------------------------------|
 NQ0647
 NQ0647                          SUPERSEDED SURVEY CONTROL
 NQ0647
 NQ0647  NAD 83(1986)-  42 48 03.91345(N)    105 33 21.97459(W) AD(       ) 2
 NQ0647  NAD 27      -  42 48 04.03200(N)    105 33 20.00600(W) AD(       ) 2
 NQ0647  NGVD 29 (07/19/86) 1606.5    (m)         5271.     (f) VERT ANG       
 NQ0647
 NQ0647.Superseded values are not recommended for survey control.
 NQ0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0647.See file dsdata.txt to determine how the superseded data were derived.
 NQ0647
 NQ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5452738877(NAD 83)
 NQ0647_MARKER: DD = SURVEY DISK
 NQ0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0647
 NQ0647  HISTORY     - Date     Condition        Report By
 NQ0647  HISTORY     - 1948     MONUMENTED       USGS
 NQ0647  HISTORY     - 1964     GOOD             USGS
 NQ0647
 NQ0647                          STATION DESCRIPTION
 NQ0647
 NQ0647'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0647'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE WEST-NORTHWEST
 NQ0647'OF DOUGLAS AND ABOUT 1MILE AIRLINE NORTH OF U.S. HIGHWAY 20 ON THE
 NQ0647'HIGHEST OF SEVERAL GRASS COVERED HILLS.  THE STATION MARK IS
 NQ0647'A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A 12 INCH SQUARE
 NQ0647'CONCRETE POST.  IT IS SET ON THE HIGHEST POINT OF HILL, 4
 NQ0647'FEET SOUTH OF A WHITE WITNESS POST.  IT PROJECTS 4 INCHES
 NQ0647'AND IS STAMPED, ORPHA 1947.
 NQ0647'
 NQ0647'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 NQ0647'MARK SET IN A 12 INCH SQUARE CONCRETE POST.  IT PROJECTS 4
 NQ0647'INCHES, IS 1 FOOT LOWER THAN THE STATION MARK AND IS STAMPED,
 NQ0647'ORPHA NO 1.
 NQ0647'
 NQ0647'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 NQ0647'MARK SET IN A 12 INCH SQUARE CONCRETE POST.  IT PROJECTS
 NQ0647'4 INCHES, IS THE SAME ELEVATION AS THE STATION MARK AND IS
 NQ0647'STAMPED, ORPHA NO 2.
 NQ0647'
 NQ0647'REFERENCE MARK NO. 3 PROJECTS 3 INCHES, IS 2 FEET LOWER THAN
 NQ0647'THE STATION MARK AND IS STAMPED, ORPHA NO 3 1948.
 NQ0647'
 NQ0647'THE AZIMUTH MARK IS SET ON THE NORTHEAST SLOPE OF THE MOST
 NQ0647'WESTERLY OF SEVERAL KNOLLS.  IT IS 115 PACES SOUTH OF THE
 NQ0647'ROAD, 15 PACES NORTHEAST OF THE HIGHEST POINT OF KNOLL AND
 NQ0647'3 FEET WEST OF A WHITE WITNESS POST.  IT IS STAMPED, ORPHA
 NQ0647'1948.
 NQ0647'
 NQ0647'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DOUGLAS.
 NQ0647'GO WEST ON U.S. HIGHWAY 20, 7.1 MILES TO A ROAD RIGHT.  TURN
 NQ0647'RIGHT, GO 1.0 MILE TO A ROAD LEFT.  TURN LEFT, GO 2.45 MILES
 NQ0647'TO A HOUSE ON RIGHT AND A GATE ON LEFT.  PASS THROUGH GATE
 NQ0647'TO LEFT, FOLLOW OLD ROAD 0.2 MILE TO TOP OF HILL THEN BEAR
 NQ0647'LEFT 100 YARDS TO STATION.  A DRIVE STATION.
 NQ0647
 NQ0647                          STATION RECOVERY (1964)
 NQ0647
 NQ0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NQ0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0459 ***********************************************************************
 NR0459  DESIGNATION -  OSBORNE
 NR0459  PID         -  NR0459
 NR0459  STATE/COUNTY-  WY/SWEETWATER
 NR0459  USGS QUAD   -  ANTELOPE RESERVOIR (1981)
 NR0459
 NR0459                         *CURRENT SURVEY CONTROL
 NR0459  ___________________________________________________________________
 NR0459* NAD 83(1993)-  42 10 18.35564(N)    107 57 52.46171(W)     ADJUSTED  
 NR0459* NAVD 88     -      2144.4    (meters)    7035.     (feet)  VERTCON   
 NR0459  ___________________________________________________________________
 NR0459  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 NR0459  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 NR0459
 NR0459  HORZ ORDER  -  FIRST
 NR0459
 NR0459.The horizontal coordinates were established by classical geodetic methods
 NR0459.and adjusted by the National Geodetic Survey in January 1997..
 NR0459
 NR0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0459
 NR0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0459
 NR0459.The geoid height was determined by GEOID03.
 NR0459
 NR0459;                    North         East     Units Scale Factor Converg.
 NR0459;SPC WYWC     -   185,953.988   664,894.104   MT  0.99998930   +0 31 38.3
 NR0459;UTM  13      - 4,673,102.433   255,131.570   MT  1.00033784   -1 59 28.6
 NR0459;UTM  12      - 4,673,308.368   750,721.435   MT  1.00037354   +2 02 20.1
 NR0459
 NR0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0459!SPC WYWC     -   0.99966599  x   0.99998930  =   0.99965529
 NR0459!UTM  13      -   0.99966599  x   1.00033784  =   1.00000372
 NR0459!UTM  12      -   0.99966599  x   1.00037354  =   1.00003940
 NR0459
 NR0459:                Primary Azimuth Mark                     Grid Az
 NR0459:SPC WYWC     -  CROOKS MTN BLM RAD MAST                  000 33 35.2
 NR0459:UTM  13      -  CROOKS MTN BLM RAD MAST                  003 04 42.1
 NR0459:UTM  12      -  CROOKS MTN BLM RAD MAST                  359 02 53.4
 NR0459
 NR0459|---------------------------------------------------------------------|
 NR0459| PID    Reference Object                     Distance      Geod. Az  |
 NR0459|                                                           dddmmss.s |
 NR0459| NR0462 CROOKS MTN BLM RAD MAST             APPROX.25.4 KM 0010513.5 |
 NR0459| CP6340 OSBORNE AZ MK                                      0580542.1 |
 NR0459| CP6341 OSBORNE RM 1                         11.967 METERS 06143     |
 NR0459| CP6342 OSBORNE RM 2                         11.551 METERS 27914     |
 NR0459|---------------------------------------------------------------------|
 NR0459
 NR0459                          SUPERSEDED SURVEY CONTROL
 NR0459
 NR0459  NAD 83(1986)-  42 10 18.34245(N)    107 57 52.45663(W) AD(       ) 1
 NR0459  NAD 27      -  42 10 18.50108(N)    107 57 50.15743(W) AD(       ) 1
 NR0459  NGVD 29 (07/19/86) 2143.2    (m)         7031.     (f) VERT ANG       
 NR0459
 NR0459.Superseded values are not recommended for survey control.
 NR0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0459.See file dsdata.txt to determine how the superseded data were derived.
 NR0459
 NR0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG5513273102(NAD 83)
 NR0459_MARKER: DS = TRIANGULATION STATION DISK
 NR0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0459
 NR0459  HISTORY     - Date     Condition        Report By
 NR0459  HISTORY     - 1972     MONUMENTED       NGS
 NR0459
 NR0459                          STATION DESCRIPTION
 NR0459
 NR0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 NR0459'THE STATION IS LOCATED ABOUT 34 MILES NORTH OF WAMSUTTER, 27 MILES
 NR0459'WEST OF LAMONT, AND 24 MILES SOUTH OF JEFFREY CITY.  IT IS 5 MILES
 NR0459'SOUTH OF THE FREMONT AND SWEETWATER COUNTY LINE AND ON THE HIGHEST
 NR0459'PART OF AN EAST-WEST RIDGE WHICH LIES BETWEEN EAGLES NEST DRAW AND
 NR0459'OSBORNE DRAW.  THE STATION IS ON LAND OWNED BY THE U.S.
 NR0459'GOVERNMENT AND CONTROLLED BY THE BUREAU OF LAND MANAGEMENT.
 NR0459'
 NR0459'TO REACH FROM THE JEFFREY CITY JUNCTION OF U.S. HIGHWAY 287 AND THE
 NR0459'MAIN CROSSROAD IN JEFFREY CITY, GO SOUTHERLY ON MAIN BLADED ROAD FOR
 NR0459'7.0 MILES TO A SIDE ROAD LEFT AND A SIGN WESTERN NUCLEAR INC..
 NR0459'CONTINUE AHEAD ON MAIN ROAD FOR 13.0 MILES TO A T-ROAD, COUNTY
 NR0459'ROAD 4-22.  TURN RIGHT AND CONTINUE SOUTHERLY ON COUNTY ROAD 4-22
 NR0459'FOR 3.1 MILES TO A CROSSROAD AND SIGN SILVER BELL MINE CO. ON THE
 NR0459'LEFT.  THE AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF THE
 NR0459'INTERSECTION.  CONTINUE AHEAD SOUTH FOR 0.75 MILE TO A DIM
 NR0459'CROSSROAD.  TURN RIGHT AND GO WESTERLY ON DIM TRACKS FOR 0.75
 NR0459'MILES TO A VERY DIM CROSSROAD.  BEAR LEFT AND CONTINUE
 NR0459'WESTERLY FOR 0.7 MILE TO THE HIGHEST POINT AND THE STATION.
 NR0459'
 NR0459'THE STATION MARKS ARE STANDARD DISKS STAMPED OSBORNE 1972.  THE
 NR0459'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NR0459'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 NR0459'IT IS 9.0 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NR0459'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NR0459'CONCRETE APPROXIMATELY 40 INCHES BELOW THE GROUND SURFACE.
 NR0459'
 NR0459'REFERENCE MARK 1 IS A STANDARD DISK STAMPED OSBORNE NO 1 1972, SET
 NR0459'IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 NR0459'ABOVE THE SURFACE OF THE GROUND.  IT IS 34.0 FEET NORTHEAST OF THE
 NR0459'METAL WITNESS POST WITH SIGN ATTACHED.
 NR0459'
 NR0459'REFERENCE MARK 2 IS A STANDARD DISK STAMPED OSBORNE NO 2 1972, SET
 NR0459'IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 NR0459'THE SURFACE OF THE GROUND.  IT IS 39.5 FEET WEST OF THE METAL
 NR0459'WITNESS POST WITH SIGN ATTACHED.
 NR0459'
 NR0459'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OSBORNE 1972, SET IN
 NR0459'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 NR0459'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 25 FEET WEST OF THE
 NR0459'CENTER OF A GRADED ROAD AND 4 FEET SOUTH OF A METAL WITNESS POST
 NR0459'WITH SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0537 ***********************************************************************
 PV0537  DESIGNATION -  OSHOTO
 PV0537  PID         -  PV0537
 PV0537  STATE/COUNTY-  WY/CROOK
 PV0537  USGS QUAD   -  FLAG BUTTE (1972)
 PV0537
 PV0537                         *CURRENT SURVEY CONTROL
 PV0537  ___________________________________________________________________
 PV0537* NAD 83(1993)-  44 32 30.58251(N)    105 02 09.83000(W)     ADJUSTED  
 PV0537* NAVD 88     -      1457.1    (meters)    4781.     (feet)  VERTCON   
 PV0537  ___________________________________________________________________
 PV0537  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 PV0537  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 PV0537
 PV0537  HORZ ORDER  -  FIRST
 PV0537
 PV0537.The horizontal coordinates were established by classical geodetic methods
 PV0537.and adjusted by the National Geodetic Survey in January 1998..
 PV0537
 PV0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0537
 PV0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0537
 PV0537.The geoid height was determined by GEOID03.
 PV0537
 PV0537;                    North         East     Units Scale Factor Converg.
 PV0537;SPC WY E     -   448,960.498   210,378.704   MT  0.99993882   +0 05 29.8
 PV0537;UTM  13      - 4,932,056.034   497,135.053   MT  0.99960010   -0 01 31.1
 PV0537
 PV0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0537!SPC WY E     -   0.99977383  x   0.99993882  =   0.99971267
 PV0537!UTM  13      -   0.99977383  x   0.99960010  =   0.99937402
 PV0537
 PV0537:                Primary Azimuth Mark                     Grid Az
 PV0537:SPC WY E     -  DEVILS TOWER TOP CENTER                  077 48 26.3
 PV0537:UTM  13      -  DEVILS TOWER TOP CENTER                  077 55 27.2
 PV0537
 PV0537|---------------------------------------------------------------------|
 PV0537| PID    Reference Object                     Distance      Geod. Az  |
 PV0537|                                                           dddmmss.s |
 PV0537| PV0523 DEVILS TOWER TOP CENTER             APPROX.26.1 KM 0775356.1 |
 PV0537| CQ4530 OSHOTO AZ MK                                       1212913.0 |
 PV0537| CQ4531 OSHOTO RM 1                          19.577 METERS 16655     |
 PV0537| CQ4532 OSHOTO RM 2                          13.468 METERS 33138     |
 PV0537|---------------------------------------------------------------------|
 PV0537
 PV0537                          SUPERSEDED SURVEY CONTROL
 PV0537
 PV0537  NAD 83(1993)-  44 32 30.58250(N)    105 02 09.83000(W) AD(       ) 1
 PV0537  NAD 83(1986)-  44 32 30.56829(N)    105 02 09.80881(W) AD(       ) 1
 PV0537  NAD 27      -  44 32 30.62900(N)    105 02 07.87800(W) AD(       ) 1
 PV0537  NGVD 29 (07/19/86) 1456.4    (m)         4778.     (f) VERT ANG       
 PV0537
 PV0537.Superseded values are not recommended for survey control.
 PV0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0537.See file dsdata.txt to determine how the superseded data were derived.
 PV0537
 PV0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK9713532056(NAD 83)
 PV0537_MARKER: P = PIPE CAP
 PV0537_SETTING: 66 = SET IN ROCK OUTCROP
 PV0537_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 PV0537
 PV0537  HISTORY     - Date     Condition        Report By
 PV0537  HISTORY     - 1925     MONUMENTED       CGS
 PV0537  HISTORY     - 1949     GOOD             CGS
 PV0537  HISTORY     - 1955     GOOD             USGS
 PV0537  HISTORY     - 1987     GOOD             BLM
 PV0537
 PV0537                          STATION DESCRIPTION
 PV0537
 PV0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PV0537'ABOUT 18 MILES NORTH AND 3 MILES WEST OF MOORCROFT, ON HIGH
 PV0537'PROMINENT PEAK KNOWN AS FLAG BUTTE (HIGHEST POINT IN VICINITY),
 PV0537'AND ABOUT 10 METERS (33 FEET) SOUTHWEST OF ROCK CAIRN.  TO
 PV0537'REACH FROM MOORCROFT, GO NORTH ABOUT 18 MILES ON ROCKY POINT
 PV0537'ROAD TO HOUSE ON LEFT WITH SEVERAL OUTBUILDINGS, TURN WEST
 PV0537'ONTO RANCH ROAD LEADING ACROSS PASTURES, AND FOLLOW TO FLAG
 PV0537'BUTTE.  MARKED BY STANDARD CAP ON IRON PIPE.  REFERENCE MARK IS
 PV0537'STANDARD REFERENCE DISK CEMENTED IN A DRILL HOLE IN ROCK OUTCROP,
 PV0537'19.60 METERS (64.3 FEET) FROM STATION.
 PV0537
 PV0537                          STATION RECOVERY (1949)
 PV0537
 PV0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0537'STATION WAS RECOVERED AS DESCRIBED.  STATION MARK AND ONE
 PV0537'REFERENCE MARK WERE FOUND TO BE IN GOOD CONDITION.  AN AZIMUTH
 PV0537'MARK AND ONE OTHER REFERENCE MARK WERE ESTABLISHED BY THIS
 PV0537'PARTY.  A COMPLETE DESCRIPTION FOLLOWS--
 PV0537'
 PV0537'STATION IS LOCATED ON PROPERTY OF J. HAHN, ABOUT 18 MILES NORTH
 PV0537'AND 3 MILES WEST OF MOORCROFT, 75 FEET NORTH OF A WIRE FENCE,
 PV0537'12 FEET SOUTH OF A WITNESS POST, ON A HIGH PROMINENT PEAK
 PV0537'KNOWN AS FLAG BUTTE.
 PV0537'
 PV0537'TO REACH FROM THE MAIN INTERSECTION IN MOORCROFT, GO WEST
 PV0537'ON U.S. HIGHWAY 14 AND 16 FOR 2.3 MILES TO SIDE ROAD RIGHT
 PV0537'AND THE TEXAS TRAIL MONUMENT.  TURN RIGHT AND FOLLOW MAIN
 PV0537'GRAVELED ROAD NORTH FOR 16.8 MILES TO A MAIL BOX AND A TRACK
 PV0537'ROAD ON LEFT.  TURN LEFT AND GO 2.2 MILES TO A FORK.  BEAR
 PV0537'LEFT, PASSING RANCH HOUSE, AND GO 0.2 MILE TO A FORK.  BEAR
 PV0537'RIGHT AND GO 0.05 MILE TO A FORK.  BEAR RIGHT AND GO 0.2 MILE
 PV0537'GATE.  PASS THROUGH GATE AND GO WEST ACROSS COUNTRY FOR 0.7
 PV0537'MILE TO GATE.  PASS THROUGH GATE AND FOLLOW DIM TRACK ROAD
 PV0537'FOR 0.9 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE FOR 0.3
 PV0537'MILE TO TWO WIRE GATES.  PASS THROUGH GATES AND BEAR RIGHT
 PV0537'AROUND HILL FOR 0.15 MILE.  TURN LEFT AND GO 0.1 MILE UP
 PV0537'STEEP HILL TO STATION.
 PV0537'
 PV0537'STATION MARK IS A STANDARD CAP DISK RIVETED ON THE TOP OF A
 PV0537'4-INCH IRON PIPE PROJECTING 3 INCHES, AND IS STAMPED OSHOTO 1925.
 PV0537'
 PV0537'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A MASS OF CONCRETE IN
 PV0537'A DEPRESSION IN BEDROCK, FLUSH WITH THE SURFACE, AND STAMPED OSHOTO
 PV0537'NO 1 1925.
 PV0537'
 PV0537'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A MASS OF CONCRETE IN
 PV0537'A DEPRESSION IN BEDROCK, FLUSH WITH THE SURFACE, AND STAMPED OSHOTO
 PV0537'NO 2 1949.
 PV0537'
 PV0537'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0537'CONCRETE POST PROJECTING 3 INCHES.  IT IS 48 FEET
 PV0537'NORTH OF A TRACK ROAD, 10 FEET NORTHEAST OF A WITNESS POST,
 PV0537'AND IS STAMPED OSHOTO 1949.
 PV0537
 PV0537                          STATION RECOVERY (1955)
 PV0537
 PV0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (WC)
 PV0537'STATION MARK--A STANDARD USC AND GS DISK SET IN OUTCROPPING BEDROCK,
 PV0537'FLUSH WITH SURFACE AND STAMPED ---OSHOTO 1925---.
 PV0537
 PV0537                          STATION RECOVERY (1987)
 PV0537
 PV0537'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 PV0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0457 ***********************************************************************
 NR0457  DESIGNATION -  OSMPSR 1
 NR0457  PID         -  NR0457
 NR0457  STATE/COUNTY-  WY/FREMONT
 NR0457  USGS QUAD   -  SPLIT ROCK NW (1984)
 NR0457
 NR0457                         *CURRENT SURVEY CONTROL
 NR0457  ___________________________________________________________________
 NR0457* NAD 83(1993)-  42 22 58.66219(N)    107 38 08.03069(W)     ADJUSTED  
 NR0457* NAVD 88     -      2197.5    (meters)    7210.     (feet)  VERTCON   
 NR0457  ___________________________________________________________________
 NR0457  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 NR0457  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 NR0457
 NR0457  HORZ ORDER  -  THIRD
 NR0457
 NR0457.The horizontal coordinates were established by classical geodetic methods
 NR0457.and adjusted by the National Geodetic Survey in January 1997..
 NR0457
 NR0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0457
 NR0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0457
 NR0457.The geoid height was determined by GEOID03.
 NR0457
 NR0457;                    North         East     Units Scale Factor Converg.
 NR0457;SPC WYWC     -   209,714.956   691,770.983   MT  1.00004109   +0 45 04.6
 NR0457;UTM  13      - 4,695,662.444   283,035.373   MT  1.00017922   -1 46 38.2
 NR0457
 NR0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0457!SPC WYWC     -   0.99965752  x   1.00004109  =   0.99969859
 NR0457!UTM  13      -   0.99965752  x   1.00017922  =   0.99983667
 NR0457
 NR0457:                Primary Azimuth Mark                     Grid Az
 NR0457:SPC WYWC     -  ORION                                    215 29 19.6
 NR0457:UTM  13      -  ORION                                    218 01 02.4
 NR0457
 NR0457|---------------------------------------------------------------------|
 NR0457| PID    Reference Object                     Distance      Geod. Az  |
 NR0457|                                                           dddmmss.s |
 NR0457| NR0456 ORION                               APPROX. 3.8 KM 2161424.2 |
 NR0457|---------------------------------------------------------------------|
 NR0457
 NR0457                          SUPERSEDED SURVEY CONTROL
 NR0457
 NR0457  NAD 83(1986)-  42 22 58.64885(N)    107 38 08.02706(W) AD(       ) 3
 NR0457  NAD 27      -  42 22 58.80016(N)    107 38 05.76247(W) AD(       ) 3
 NR0457  NGVD 29 (07/19/86) 2196.3    (m)         7206.     (f) VERT ANG       
 NR0457
 NR0457.Superseded values are not recommended for survey control.
 NR0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0457.See file dsdata.txt to determine how the superseded data were derived.
 NR0457
 NR0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG8303595662(NAD 83)
 NR0457
 NR0457  HISTORY     - Date     Condition        Report By
 NR0457  HISTORY     - 1948     MONUMENTED       USGS
 NR0457  HISTORY     - 1951     GOOD             USGS
 NR0457
 NR0457                          STATION DESCRIPTION
 NR0457
 NR0457'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (RMW)
 NR0457'TO REACH FROM THREE FORKS (INTERSECTION OF U.S. HIGHWAY 287 AND
 NR0457'STATE HIGHWAY 220), GO W. AND NW. ON HIGHWAY 287 10.3 MI. TO RD.
 NR0457'INTERSECTION ON LEFT SIDE OF HIGHWAY (NEAR THE SPLITROCK RANCH),
 NR0457'TURN LEFT, GO S. AND SW. 1.8 MI. ALONG RD. TO LECKENBY RANCH TO
 NR0457'RD. FORK, TAKE LEFT FORK S. 0.9 MI., TAKE RIGHT FORK, GO SW. 2.0
 NR0457'MI. TO A RD. FORK, TAKE LEFT FORK, GO S. 1.4 MI. TO A CROSSROADS,
 NR0457'CONTINUE SE. 1.0 MI. TO LARGE WASH, CROSS AND GO SE. 0.2 MI. TO
 NR0457'TRAIL INTERSECTION, TURN RIGHT, GO S. 1.4 MI. TO CREEK CROSSING,
 NR0457'CROSS AND CONTINUE 0.2 MI. S. AND SE. TO SADDLE AND END OF TRUCK
 NR0457'TRAVEL, STATION IS ON TOP OF LOW HILL ABOUT 5 MINUTES WALK SW.,
 NR0457'25.6 FT. S. OF A LONE SCRUB PINE BUSH.
 NR0457'
 NR0457'STATION RECOVERED AND
 NR0457'STAMPED ---VABM 7202---.
 NR0457'
 NR0457'STATION MARK--STANDARD TABLET STAMPED ---OSMPSR-1 1948 VABM 7202---,
 NR0457'SET IN ROCK ABOUT 0.4 FT. ABOVE THE GROUND.
 NR0457'
 NR0457'REFERENCE MARK NO. 1--A CHISELED CROSS WITH ARROW, IN TOP OF ROCK
 NR0457'OUTCROP, 23.65 FT. FROM STATION, S 04 DEG 15 MIN W.
 NR0457'
 NR0457'REFERENCE MARK NO. 2--A CHISELED CROSS WITH ARROW, IN TOP OF ROCK
 NR0457'OUTCROP, 22.85 FT. FROM STATION, N 85 DEG 58 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0587 ***********************************************************************
 NQ0587  DESIGNATION -  OTFT 1
 NQ0587  PID         -  NQ0587
 NQ0587  STATE/COUNTY-  WY/CONVERSE
 NQ0587  USGS QUAD   -  DOUGLAS (1974)
 NQ0587
 NQ0587                         *CURRENT SURVEY CONTROL
 NQ0587  ___________________________________________________________________
 NQ0587* NAD 83(1993)-  42 45 17.07672(N)    105 29 35.71082(W)     ADJUSTED  
 NQ0587* NAVD 88     -      1590.     (meters)    5217.     (feet)  VERTCON   
 NQ0587  ___________________________________________________________________
 NQ0587  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 NQ0587  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NQ0587
 NQ0587  HORZ ORDER  -  THIRD
 NQ0587
 NQ0587.The horizontal coordinates were established by classical geodetic methods
 NQ0587.and adjusted by the National Geodetic Survey in January 1997..
 NQ0587
 NQ0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0587
 NQ0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0587
 NQ0587.The geoid height was determined by GEOID03.
 NQ0587
 NQ0587;                    North         East     Units Scale Factor Converg.
 NQ0587;SPC WY E     -   250,461.579   173,265.822   MT  0.99994629   -0 13 18.1
 NQ0587;UTM  13      - 4,733,698.018   459,636.186   MT  0.99962004   -0 20 05.5
 NQ0587
 NQ0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0587!SPC WY E     -   0.99975292  x   0.99994629  =   0.99969923
 NQ0587!UTM  13      -   0.99975292  x   0.99962004  =   0.99937306
 NQ0587
 NQ0587:                Primary Azimuth Mark                     Grid Az
 NQ0587:SPC WY E     -  ORPHA                                    315 16 18.1
 NQ0587:UTM  13      -  ORPHA                                    315 23 05.5
 NQ0587
 NQ0587|---------------------------------------------------------------------|
 NQ0587| PID    Reference Object                     Distance      Geod. Az  |
 NQ0587|                                                           dddmmss.s |
 NQ0587| NQ0647 ORPHA                               APPROX. 7.3 KM 3150300.0 |
 NQ0587|---------------------------------------------------------------------|
 NQ0587
 NQ0587                          SUPERSEDED SURVEY CONTROL
 NQ0587
 NQ0587  NAD 83(1986)-  42 45 17.05713(N)    105 29 35.69736(W) AD(       ) 3
 NQ0587  NAD 27      -  42 45 17.17509(N)    105 29 33.73833(W) AD(       ) 3
 NQ0587  NGVD 29 (07/19/86) 1589.     (m)         5213.     (f) VERT ANG       
 NQ0587
 NQ0587.Superseded values are not recommended for survey control.
 NQ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0587.See file dsdata.txt to determine how the superseded data were derived.
 NQ0587
 NQ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5963633698(NAD 83)
 NQ0587_MARKER: DD = SURVEY DISK
 NQ0587_SETTING: 0 = UNSPECIFIED SETTING
 NQ0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0587
 NQ0587  HISTORY     - Date     Condition        Report By
 NQ0587  HISTORY     - 1948     MONUMENTED       USGS
 NQ0587
 NQ0587                          STATION DESCRIPTION
 NQ0587
 NQ0587'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0587'LOCATED ON NE. EDGE OF LONE KNOLL IN SEC. 9, R 72 W, T 32 N.
 NQ0587'
 NQ0587'TO REACH FROM IN FRONT OF CONVERSE COUNTY COURTHOUSE IN DOUGLAS, GO
 NQ0587'N. TO END OF BLOCK, TURN LEFT (W.) FOR ONE BLOCK TO U.S. HIGHWAY 87.
 NQ0587'TAKE U.S. HIGHWAY 87 W. ACROSS NORTH PLATTE RIVER FOR 5.35 MI. TO
 NQ0587'WHERE U.S. HIGHWAY 87 FORKS TO THE RIGHT AND SECONDARY RD. (OLD
 NQ0587'HIGHWAY) CONTINUE W.  TAKE SECONDARY RD. W. FOR 0.3 MI., TURN LEFT
 NQ0587'(S.) FOR 0.45 MI. TO CATTLEGUARD.  CONTINUE BEYOND CATTLEGUARD FOR
 NQ0587'0.25 MI. TO RANCH YARD, CONTINUE THROUGH RANCH YARD IN SW. DIRECTION
 NQ0587'FOR 0.35 MI. TO RD. FORKS.  TAKE RIGHT FORK (SW.) ALONG DRAIN FOR
 NQ0587'0.40 MI., MAKE 90 DEGREE TURN (APPROXIMATELY) TO RIGHT FOR 0.10 MI.
 NQ0587'TO TOP OF LONE KNOLL AND STATION.
 NQ0587'
 NQ0587'STATION MARK--STANDARD TABLET SET IN CONCRETE POST, STAMPED
 NQ0587'---OTFT-1 1948---.
 NQ0587'
 NQ0587'REFERENCE MARK NO. 1--1/2 IN. PIPE, DISTANCE OF 54.70 FT.,
 NQ0587'S 71 DEG 09 MIN E, FROM STATION.
 NQ0587'
 NQ0587'REFERENCE MARK NO. 2--1/2 IN. PIPE, DISTANCE OF 36.55 FT.,
 NQ0587'N 13 DEG 13 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0436 ***********************************************************************
 OU0436  DESIGNATION -  OTIS
 OU0436  PID         -  OU0436
 OU0436  STATE/COUNTY-  WY/CAMPBELL
 OU0436  USGS QUAD   -  PERSSON DRAW (1984)
 OU0436
 OU0436                         *CURRENT SURVEY CONTROL
 OU0436  ___________________________________________________________________
 OU0436* NAD 83(1993)-  43 53 04.72754(N)    105 40 06.79074(W)     ADJUSTED  
 OU0436* NAVD 88     -      1544.7    (meters)    5068.     (feet)  VERTCON   
 OU0436  ___________________________________________________________________
 OU0436  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 OU0436  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 OU0436  OBS GRAVITY -     980,046.1   (mgal)                       GRAV_OBS
 OU0436
 OU0436  HORZ ORDER  -  THIRD
 OU0436
 OU0436.The horizontal coordinates were established by classical geodetic methods
 OU0436.and adjusted by the National Geodetic Survey in January 1997..
 OU0436
 OU0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0436
 OU0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0436
 OU0436.The geoid height was determined by GEOID03.
 OU0436.The observed gravity was obtained from relative gravimeter ties
 OU0436.to the IGSN71 gravity network.
 OU0436
 OU0436;                    North         East     Units Scale Factor Converg.
 OU0436;SPC WY E     -   376,055.516   159,670.200   MT  0.99995750   -0 20 52.5
 OU0436;UTM  13      - 4,859,278.119   446,295.570   MT  0.99963547   -0 27 48.4
 OU0436
 OU0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0436!SPC WY E     -   0.99976015  x   0.99995750  =   0.99971766
 OU0436!UTM  13      -   0.99976015  x   0.99963547  =   0.99939570
 OU0436
 OU0436:                Primary Azimuth Mark                     Grid Az
 OU0436:SPC WY E     -  WILD                                     118 38 55.8
 OU0436:UTM  13      -  WILD                                     118 45 51.7
 OU0436
 OU0436|---------------------------------------------------------------------|
 OU0436| PID    Reference Object                     Distance      Geod. Az  |
 OU0436|                                                           dddmmss.s |
 OU0436| OU0433 WILD                                APPROX.10.9 KM 1181803.3 |
 OU0436|---------------------------------------------------------------------|
 OU0436
 OU0436                          SUPERSEDED SURVEY CONTROL
 OU0436
 OU0436  NAD 83(1986)-  43 53 04.70958(N)    105 40 06.76762(W) AD(       ) 3
 OU0436  NAD 27      -  43 53 04.81132(N)    105 40 04.74921(W) AD(       ) 3
 OU0436  NGVD 29 (07/19/86) 1543.9    (m)         5065.     (f) VERT ANG       
 OU0436
 OU0436.Superseded values are not recommended for survey control.
 OU0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0436.See file dsdata.txt to determine how the superseded data were derived.
 OU0436
 OU0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ4629659278(NAD 83)
 OU0436_MARKER: DD = SURVEY DISK
 OU0436_SETTING: 0 = UNSPECIFIED SETTING
 OU0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0436
 OU0436  HISTORY     - Date     Condition        Report By
 OU0436  HISTORY     - 1955     MONUMENTED       USGS
 OU0436
 OU0436                          STATION DESCRIPTION
 OU0436
 OU0436'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0436'STATION IS LOCATED IN THE NE. SEC. 18, T 45 N, R 73 W, ABOUT 26 MI.
 OU0436'(AIRLINE) SSW. OF GILLETTE, ABOUT 6.0 MI. (AIRLINE) ENE. OF SAVAGETON,
 OU0436'AND ABOUT 1.0 MI. N. OF THE E-W. RD. TO SAVAGETON, ON THE TOP OF HILL
 OU0436'NE. OF ENTRANCE TO OTIS WRIGHT RANCH.
 OU0436'
 OU0436'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO W. ON FOURTH
 OU0436'STREET 0.45 MI. TO THE 4-J ROAD (STATE SECONDARY ROAD NO. 109), TURN
 OU0436'AND GO GENERALLY SW. ALONG SECONDARY ROAD 11.7 MI. TO GRADED RD. S.
 OU0436'(CLARKELEN ROAD), TURN LEFT (S.) AND GO 19.9 MI. TO GATE AND RD. E.
 OU0436'TO OTIS WRIGHT RANCH, TURN LEFT (E.) PASS THROUGH GATE AND LEAVE RD.
 OU0436'NE. TO TOP OF HILL AND THE STATION, ABOUT 80 YDS. NE. OF RD.
 OU0436'INTERSECTION.
 OU0436'
 OU0436'STATION MARK--STANDARD TABLET, SET IN TOP OF A CONCRETE POST,
 OU0436'PROJECTING ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---OTIS 1955---.
 OU0436'
 OU0436'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0227 ***********************************************************************
 MR0227  DESIGNATION -  OTO
 MR0227  PID         -  MR0227
 MR0227  STATE/COUNTY-  WY/LINCOLN
 MR0227  USGS QUAD   -  KEMMERER (1985)
 MR0227
 MR0227                         *CURRENT SURVEY CONTROL
 MR0227  ___________________________________________________________________
 MR0227* NAD 83(1986)-  41 49 40.     (N)    110 32 07.     (W)     SCALED    
 MR0227* NAVD 88     -      2131.321  (meters)    6992.51   (feet)  ADJUSTED  
 MR0227  ___________________________________________________________________
 MR0227  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 MR0227  DYNAMIC HT  -        2129.472 (meters)    6986.44  (feet)  COMP
 MR0227  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 MR0227
 MR0227  VERT ORDER  -  SECOND    CLASS 0
 MR0227
 MR0227.The horizontal coordinates were scaled from a topographic map and have
 MR0227.an estimated accuracy of +/- 6 seconds.
 MR0227
 MR0227.The orthometric height was determined by differential leveling
 MR0227.and adjusted by the National Geodetic Survey in June 1991..
 MR0227
 MR0227.The geoid height was determined by GEOID03.
 MR0227
 MR0227.The dynamic height is computed by dividing the NAVD 88
 MR0227.geopotential number by the normal gravity value computed on the
 MR0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0227.degrees latitude (g = 980.6199 gals.).
 MR0227
 MR0227.The modeled gravity was interpolated from observed gravity values.
 MR0227
 MR0227;                    North         East    Units  Estimated Accuracy
 MR0227;SPC WY W     -   247,550.      762,460.      MT  (+/- 180 meters Scaled)
 MR0227
 MR0227                          SUPERSEDED SURVEY CONTROL
 MR0227
 MR0227  NGVD 29 (??/??/92) 2129.925  (m)         6987.93   (f) ADJ UNCH    2 0
 MR0227
 MR0227.Superseded values are not recommended for survey control.
 MR0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0227.See file dsdata.txt to determine how the superseded data were derived.
 MR0227
 MR0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM385307(NAD 83)
 MR0227_MARKER: DD = SURVEY DISK
 MR0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0227_STAMPING: OTO
 MR0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0227+STABILITY: SURFACE MOTION
 MR0227
 MR0227  HISTORY     - Date     Condition        Report By
 MR0227  HISTORY     - UNK      MONUMENTED       WYHD
 MR0227  HISTORY     - 1966     GOOD             NGS
 MR0227
 MR0227                          STATION DESCRIPTION
 MR0227
 MR0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0227'1.2 MI N FROM FRONTIER.
 MR0227'1.2 MILES NORTH ALONG AN ASPHALT ROAD (FORMER U.S. HIGHWAY 189) FROM
 MR0227'THE POST OFFICE AT FRONTIER, 140 FEET SOUTHWEST OF THE CENTER OF THE
 MR0227'JUNCTION OF GRAVELED ROAD NORTH, 87 FEET WEST OF THE CENTER LINE OF
 MR0227'THE ROAD, 68 FEET WEST OF THE WEST END OF A PIPE CULVERT, ABOUT 2 1/2
 MR0227'FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 MR0227'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0567 ***********************************************************************
 MP0567  DESIGNATION -  OTTO
 MP0567  PID         -  MP0567
 MP0567  STATE/COUNTY-  WY/CARBON
 MP0567  USGS QUAD   -  RED MOUNTAIN (1983)
 MP0567
 MP0567                         *CURRENT SURVEY CONTROL
 MP0567  ___________________________________________________________________
 MP0567* NAD 83(1993)-  41 13 55.91142(N)    106 54 15.33564(W)     ADJUSTED  
 MP0567* NAVD 88     -      2654.0    (meters)    8707.     (feet)  VERTCON   
 MP0567  ___________________________________________________________________
 MP0567  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 MP0567  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 MP0567
 MP0567  HORZ ORDER  -  SECOND
 MP0567
 MP0567.The horizontal coordinates were established by classical geodetic methods
 MP0567.and adjusted by the National Geodetic Survey in January 1997..
 MP0567
 MP0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0567
 MP0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0567
 MP0567.The geoid height was determined by GEOID03.
 MP0567
 MP0567;                    North         East     Units Scale Factor Converg.
 MP0567;SPC WYEC     -   181,395.208   435,970.981   MT  0.99995342   +0 16 58.1
 MP0567;UTM  13      - 4,566,282.074   340,408.271   MT  0.99991346   -1 15 19.4
 MP0567
 MP0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0567!SPC WYEC     -   0.99958566  x   0.99995342  =   0.99953910
 MP0567!UTM  13      -   0.99958566  x   0.99991346  =   0.99949916
 MP0567
 MP0567|---------------------------------------------------------------------|
 MP0567| PID    Reference Object                     Distance      Geod. Az  |
 MP0567|                                                           dddmmss.s |
 MP0567| CP6344 OTTO RM 1                            10.645 METERS 07707     |
 MP0567| CP6345 OTTO RM 2                             8.453 METERS 17029     |
 MP0567| CP6343 OTTO AZ MK                                         2553325.5 |
 MP0567|---------------------------------------------------------------------|
 MP0567
 MP0567                          SUPERSEDED SURVEY CONTROL
 MP0567
 MP0567  NAD 83(1986)-  41 13 55.90508(N)    106 54 15.32909(W) AD(       ) 2
 MP0567  NAD 27      -  41 13 56.03300(N)    106 54 13.17300(W) AD(       ) 2
 MP0567  NGVD 29 (07/19/86) 2652.7    (m)         8703.     (f) VERT ANG       
 MP0567
 MP0567.Superseded values are not recommended for survey control.
 MP0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0567.See file dsdata.txt to determine how the superseded data were derived.
 MP0567
 MP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF4040866282(NAD 83)
 MP0567_MARKER: DS = TRIANGULATION STATION DISK
 MP0567_SETTING: 66 = SET IN ROCK OUTCROP
 MP0567
 MP0567  HISTORY     - Date     Condition        Report By
 MP0567  HISTORY     - 1948     MONUMENTED       CGS
 MP0567
 MP0567                          STATION DESCRIPTION
 MP0567
 MP0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0567'THE STATION IS LOCATED ON THE HIGHEST PART OF A ROCKY POINT
 MP0567'WHICH PROJECTS FROM HIGHER HILLS.  THE HILLS EXTEND OUT FROM
 MP0567'BRIDGER PEAK.  THE STATION POINT DROPS VERY SHARPLY TO THE
 MP0567'NORTHEAST AND IS AN EXTENSION OF A SLIGHTLY HIGHER RIDGE
 MP0567'WHICH RUNS IN A NORTH-SOUTH DIRECTION, LIES BETWEEN CALF AND
 MP0567'OTTO CREEKS, IS 16 MILES AIRLINE SOUTH-SOUTHWEST OF SARATOGA,
 MP0567'7 MILES AIRLINE WEST-NORTHWEST OF ENCAMPMENT AND 3 MILES
 MP0567'AIRLINE SOUTHWEST OF THE JONES AND WILFORD RANCH.  THE STATION
 MP0567'MARK IS 20 FEET NORTH OF A SMALL TREE WITH A SMALL TRIANGLE
 MP0567'BLAZE ON THE NORTH SIDE, PROJECTS 4 FEET AND STAMPED, OTTO
 MP0567'1948.
 MP0567'
 MP0567'REFERENCE MARK NO. 1 IS APPROXIMATELY 5 FEET LOWER THAN
 MP0567'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, OTTO NO 1
 MP0567'1948.
 MP0567'
 MP0567'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 MP0567'STATION MARK, PROJECTS 18 INCHES AND STAMPED, OTTO NO 2 1948.
 MP0567'
 MP0567'THE AZIMUTH MARK IS ON THE EAST SIDE OF A SMALL, ROCKY KNOLL,
 MP0567'3 FEET NORTH OF CAIRN, PROJECTS 6 INCHES AND STAMPED, OTTO
 MP0567'1948.
 MP0567'
 MP0567'TO REACH THE STATION FROM THE POST OFFICE IN SARATOGA, FOLLOW
 MP0567'STATE HIGHWAY 230 SOUTH FOR 8.4 MILES TO THE JUNCTION OF
 MP0567'STATE HIGHWAY 230 AND STATE HIGHWAY 130.  CONTINUE ON STATE
 MP0567'HIGHWAY 230 FOR 1.8 MILE TO A GRADED ROAD ON THE RIGHT.  TURN
 MP0567'RIGHT ON THE GRADED ROAD AND GO 2.7 MILES TO FORK.  TAKE
 MP0567'RIGHT FORK CROSSING CATTLE GUARD AND FOLLOW THE MAIN ROAD
 MP0567'FOR 3.55 MILES TO A T INTERSECTION.  TAKE LEFT FORK STRAIGHT
 MP0567'AHEAD AND CONTINUE ON THE MAIN ROAD FOR 1.7 MILE TO FORK JUST
 MP0567'AFTER CROSSING CATTLE GUARD.  TAKE RIGHT FORK AND GO 0.8
 MP0567'MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.75 MILE TO A GATE.
 MP0567'PASS THROUGH GATE AND GO 0.25 MILE TO THE JONES AND WILFORD
 MP0567'RANCH.  PASS NORTH OF THE RANCH HOUSE AND FOLLOW TRACK
 MP0567'ROAD FOR 0.3 MILE TO GATE.  PASS THROUGH GATE AND GO 0.05
 MP0567'MILE TO FORK JUST AFTER CROSSING IRRIGATION DITCH.  TAKE
 MP0567'LEFT FORK AND GO 0.3 MILE TO BOARD GATE AND FORK.  TAKE
 MP0567'THE RIGHT FORK AND GO 0.5 MILE TO CROSSROAD.  CONTINUE
 MP0567'STRAIGHT AHEAD FOR 0.1 MILE TO FORK.  TAKE LEFT FORK MAIN
 MP0567'TRAVELED ROAD FOR 1.3 MILE TO OLD CABIN AND WATER
 MP0567'TROUGH.  THIS IS THE END OF TRUCK TRAVEL.  A JEEP WAS
 MP0567'DRIVEN UP DRAW ON DIM TRACK ROAD FOR 1.4 MILE TO TOP OF
 MP0567'SADDLE.  HERE TURN LEFT AND PICK WAY THROUGH ASPEN GROVE
 MP0567'AND TO TOP OF RIDGE FOR 0.4 MILE TO THE AZIMUTH ON LEFT,
 MP0567'NORTH.  FROM HERE FOLLOW THE RIDGE EAST FOR 0.3 MILE TO THE
 MP0567'HIGHEST POINT AND STATION.  A JEEP DRIVE OR A 1-HOUR PACK
 MP0567'WITHOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0356 ***********************************************************************
 PX0356  DESIGNATION -  OTTO
 PX0356  PID         -  PX0356
 PX0356  STATE/COUNTY-  WY/BIG HORN
 PX0356  USGS QUAD   -  WARDEL RESERVOIR (1951)
 PX0356
 PX0356                         *CURRENT SURVEY CONTROL
 PX0356  ___________________________________________________________________
 PX0356* NAD 83(1993)-  44 21 32.44708(N)    108 22 31.04976(W)     ADJUSTED  
 PX0356* NAVD 88     -      1387.9    (meters)    4553.     (feet)  VERTCON   
 PX0356  ___________________________________________________________________
 PX0356  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 PX0356  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 PX0356
 PX0356  HORZ ORDER  -  THIRD
 PX0356
 PX0356.The horizontal coordinates were established by classical geodetic methods
 PX0356.and adjusted by the National Geodetic Survey in January 1997..
 PX0356
 PX0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0356
 PX0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0356
 PX0356.The geoid height was determined by GEOID03.
 PX0356
 PX0356;                    North         East     Units Scale Factor Converg.
 PX0356;SPC WYEC     -   529,166.901   316,939.154   MT  1.00002232   -0 43 42.7
 PX0356;UTM  12      - 4,915,099.610   709,162.353   MT  1.00013806   +1 50 08.6
 PX0356
 PX0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0356!SPC WYEC     -   0.99978453  x   1.00002232  =   0.99980685
 PX0356!UTM  12      -   0.99978453  x   1.00013806  =   0.99992256
 PX0356
 PX0356:                Primary Azimuth Mark                     Grid Az
 PX0356:SPC WYEC     -  TATMAN RESET                             232 07 07.4
 PX0356:UTM  12      -  TATMAN RESET                             229 33 16.1
 PX0356
 PX0356|---------------------------------------------------------------------|
 PX0356| PID    Reference Object                     Distance      Geod. Az  |
 PX0356|                                                           dddmmss.s |
 PX0356| PX0357 TATMAN RESET                        APPROX. 9.3 KM 2312324.7 |
 PX0356|---------------------------------------------------------------------|
 PX0356
 PX0356                          SUPERSEDED SURVEY CONTROL
 PX0356
 PX0356  NAD 83(1986)-  44 21 32.43683(N)    108 22 31.04388(W) AD(       ) 3
 PX0356  NAD 27      -  44 21 32.59723(N)    108 22 28.64318(W) AD(       ) 3
 PX0356  NGVD 29 (07/19/86) 1387.0    (m)         4551.     (f) VERT ANG       
 PX0356
 PX0356.Superseded values are not recommended for survey control.
 PX0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0356.See file dsdata.txt to determine how the superseded data were derived.
 PX0356
 PX0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0916215100(NAD 83)
 PX0356_MARKER: DD = SURVEY DISK
 PX0356_SETTING: 0 = UNSPECIFIED SETTING
 PX0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0356
 PX0356  HISTORY     - Date     Condition        Report By
 PX0356  HISTORY     - 1948     MONUMENTED       USGS
 PX0356
 PX0356                          STATION DESCRIPTION
 PX0356
 PX0356'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0356'STATION LOCATED ABOUT 6 MI. SW. OF OTTO, IN SE. 1/4 SEC.27, R.96 W.,
 PX0356'T.51 N. ABOUT 7 MI. SE. OF BURLINGTON, ABOUT 6 MI. NE. OF TATMAN
 PX0356'MOUNTAIN, NEAR S. END OF LOW N-W. RIDGE NEAR N. EDGE OF THE BADLANDS
 PX0356'WHICH LIE S. OF THE GREYBULL RIVER.
 PX0356'
 PX0356'TO REACH FROM OLSONS GENERAL STORE AT OTTO, GO S. ON GRAVEL RD. 2.0
 PX0356'MI. -0.6 MI. PAST GREYBULL RIVER BRIDGE- TOA CROSSROAD, TURN RIGHT AND
 PX0356'GO W. ON GRAVEL RD. 4.3 MI. TO A DIRT RD. LEFT AND GO S. 0.1 MI. TO
 PX0356'RD. FORK, TAKE RIGHT FORK AND GO S. ON DIRT RD 0.2 MI. TO FORK, TAKE
 PX0356'RIGHT FORK AND GO SW. ON MAIN TRAVELED RD.1.7 MI., TURN RIGHT OFF RD.
 PX0356'AND HEAD W. ACROSS COUNTRY ABOUT 0.25 MI. TO FOOT OF LOW RIDGE.
 PX0356'STATION IS ON TOP OF RIDGE AT HIGHEST POINT.
 PX0356'
 PX0356'STATION MARK - STANDARD TABLET STAMPED ---OTTO 1948 4551--- IN TIP OF
 PX0356'CONCRETE MONUMENT BURIED IN GROUND AND PROJECTING ABOUT 8 IN.
 PX0356'
 PX0356'REFERENCE MARK NO.1 - A 1 1/4 IN. IRON PIPE DRIVEN IN GROUND, 3.15 FT.
 PX0356'FROM STATION, S 03 DEG 21 MIN E.
 PX0356'
 PX0356'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---OTTO NO.2
 PX0356'1948--IN TOP OF CONCRETE MONUMENT BURIED IN THE GROUND AND PROJECTING
 PX0356'ABOUT 4-IN., 55.07 FT. FROM STATION, S 82 DEG 11 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1212 ***********************************************************************
 MO1212  DESIGNATION -  OTTO UNION PACIFIC RR CO TANK
 MO1212  PID         -  MO1212
 MO1212  STATE/COUNTY-  WY/LARAMIE
 MO1212  USGS QUAD   -  EMKAY (1978)
 MO1212
 MO1212                         *CURRENT SURVEY CONTROL
 MO1212  ___________________________________________________________________
 MO1212* NAD 83(1993)-  41 05 27.24523(N)    105 04 31.70832(W)     ADJUSTED  
 MO1212* NAVD 88     -                                                        
 MO1212  ___________________________________________________________________
 MO1212  LAPLACE CORR-         -16.06  (seconds)                    DEFLEC99
 MO1212  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 MO1212
 MO1212  HORZ ORDER  -  THIRD
 MO1212
 MO1212.The horizontal coordinates were established by classical geodetic methods
 MO1212.and adjusted by the National Geodetic Survey in January 1997..
 MO1212
 MO1212
 MO1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1212
 MO1212.The geoid height was determined by GEOID03.
 MO1212
 MO1212;                    North         East     Units Scale Factor Converg.
 MO1212;SPC WY E     -    65,619.487   207,661.438   MT  0.99993822   +0 03 35.8
 MO1212;SPC CO N     -   500,043.361   950,072.402   MT  1.00006440   +0 16 27.5
 MO1212;SPC CO N     - 1,640,558.93  3,117,029.21   sFT  1.00006440   +0 16 27.5
 MO1212;UTM  13      - 4,548,850.809   493,661.205   MT  0.99960049   -0 02 58.6
 MO1212
 MO1212                          SUPERSEDED SURVEY CONTROL
 MO1212
 MO1212  NAD 83(1993)-  41 05 27.23204(N)    105 04 31.71028(W) AD(       ) 4
 MO1212  NAD 83(1986)-  41 05 27.22923(N)    105 04 31.70094(W) AD(       ) 4
 MO1212  NAD 27      -  41 05 27.29100(N)    105 04 29.78500(W) AD(       ) 3
 MO1212
 MO1212.Superseded values are not recommended for survey control.
 MO1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1212.See file dsdata.txt to determine how the superseded data were derived.
 MO1212
 MO1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9366148851(NAD 83)
 MO1212_MARKER: 53 = ELEVATED TANK
 MO1212
 MO1212  HISTORY     - Date     Condition        Report By
 MO1212  HISTORY     - 1912     FIRST OBSERVED   CGS
 MO1212  HISTORY     - 20060920 MARK NOT FOUND   GEOCAC
 MO1212
 MO1212                          STATION DESCRIPTION
 MO1212
 MO1212'DESCRIBED BY GEOCACHING 2006 (WD)
 MO1212'THERE IS NO TANK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0288 ***********************************************************************
 NS0288  DESIGNATION -  OUTCROP
 NS0288  PID         -  NS0288
 NS0288  STATE/COUNTY-  WY/FREMONT
 NS0288  USGS QUAD   -  HALLS MEADOW SPRING (1986)
 NS0288
 NS0288                         *CURRENT SURVEY CONTROL
 NS0288  ___________________________________________________________________
 NS0288* NAD 83(1993)-  42 27 55.19176(N)    109 07 29.63550(W)     ADJUSTED  
 NS0288* NAVD 88     -      2639.9    (meters)    8661.     (feet)  VERTCON   
 NS0288  ___________________________________________________________________
 NS0288  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 NS0288  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 NS0288
 NS0288  HORZ ORDER  -  THIRD
 NS0288
 NS0288.The horizontal coordinates were established by classical geodetic methods
 NS0288.and adjusted by the National Geodetic Survey in January 1997..
 NS0288
 NS0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0288
 NS0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0288
 NS0288.The geoid height was determined by GEOID03.
 NS0288
 NS0288;                    North         East     Units Scale Factor Converg.
 NS0288;SPC WYWC     -   218,330.538   569,168.582   MT  0.99994919   -0 15 11.2
 NS0288;UTM  12      - 4,703,146.891   654,157.385   MT  0.99989239   +1 15 58.4
 NS0288
 NS0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0288!SPC WYWC     -   0.99958797  x   0.99994919  =   0.99953718
 NS0288!UTM  12      -   0.99958797  x   0.99989239  =   0.99948041
 NS0288
 NS0288:                Primary Azimuth Mark                     Grid Az
 NS0288:SPC WYWC     -  LOST                                     205 09 12.5
 NS0288:UTM  12      -  LOST                                     203 38 02.9
 NS0288
 NS0288|---------------------------------------------------------------------|
 NS0288| PID    Reference Object                     Distance      Geod. Az  |
 NS0288|                                                           dddmmss.s |
 NS0288| NS0290 LOST                                APPROX.10.1 KM 2045401.3 |
 NS0288|---------------------------------------------------------------------|
 NS0288
 NS0288                          SUPERSEDED SURVEY CONTROL
 NS0288
 NS0288  NAD 83(1986)-  42 27 55.17376(N)    109 07 29.63444(W) AD(       ) 3
 NS0288  NAD 27      -  42 27 55.34675(N)    109 07 27.19503(W) AD(       ) 3
 NS0288  NGVD 29 (07/19/86) 2638.6    (m)         8657.     (f) VERT ANG       
 NS0288
 NS0288.Superseded values are not recommended for survey control.
 NS0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0288.See file dsdata.txt to determine how the superseded data were derived.
 NS0288
 NS0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN5415703147(NAD 83)
 NS0288_MARKER: DD = SURVEY DISK
 NS0288_SETTING: 66 = SET IN ROCK OUTCROP
 NS0288
 NS0288  HISTORY     - Date     Condition        Report By
 NS0288  HISTORY     - UNK      MONUMENTED
 NS0288  HISTORY     - 1957     GOOD             USGS
 NS0288
 NS0288                          STATION DESCRIPTION
 NS0288
 NS0288'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (GMB)
 NS0288'STATION OUTCROP IS APPROXIMATELY 17.7 MI.-AIRLINE- SW. OF ATLANTIC
 NS0288'CITY ON A LARGE GROUP OF TIMBERED HILLS WITH ROCK OUTCROPS ON THEM.
 NS0288'THESE HILLS ARE SE. OF SWEETWATER GAP.
 NS0288'
 NS0288'FROM THE SWEETWATER RIVER CROSSING ON HIGHWAY 28,PROCEED S.ON HIGHWAY
 NS0288'FOR 0.6 MI.AND TURN RIGHT.PROCEED ALONG THE RD.FOR 12.6 MI. AND TURN
 NS0288'LEFT U TURN ONTO A DIM RD. THRU THE SAGE BRUSH.  CONTINUE FOR 0.7 MI.
 NS0288'AND TAKE RIGHT LEG OF Y-RD.  CONTINUE ALONG AND TURN ACROSS COUNTRY UP
 NS0288'HILL.PICK WAY THRU ROCKS AND SAGE BRUSH FOR APPROXIMATELY 0.8 MI.FROM
 NS0288'THIS POINT. THE STATION CAN BE REACHED BY A 10 MIN. WALK TO A HIGH
 NS0288'ROCKY TOP.
 NS0288'
 NS0288'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NS0288'
 NS0288'STATION MARK - STANDARD BRONZE TABLET CEMENTED INTO SOLID OUTCROPPING
 NS0288'ROCK.  STAMPED ---OUTCROP 1951 8666---.(STAMPING MAY BE IN ERROR)
 NS0288'
 NS0288'REFERENCE MARK NO.1 - STANDARD USGS R.M. CEMENTED INTO SOLID
 NS0288'OUTCROPPING ROCK.  STAMPED ---OUTCROP 1951 R.M. NO.1,--- 20.0 FT. FROM
 NS0288'STATION, N 24 DEG 40 MIN E.
 NS0288'
 NS0288'REFERENCE MARK NO. 2 - STANDARD USGS R.M. CEMENTED INTO SOLID
 NS0288'OUTCROPPING ROCK.  STAMPED ---OUTCROP 1951 R.M. NO.2 28.5 FT. FROM
 NS0288'STATION, N 50 DEG 57 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0639 ***********************************************************************
 MO0639  DESIGNATION -  OVERLAND
 MO0639  PID         -  MO0639
 MO0639  STATE/COUNTY-  WY/ALBANY
 MO0639  USGS QUAD   -  MILLER (1978)
 MO0639
 MO0639                         *CURRENT SURVEY CONTROL
 MO0639  ___________________________________________________________________
 MO0639* NAD 83(1993)-  41 18 20.72156(N)    105 51 52.04562(W)     ADJUSTED  
 MO0639* NAVD 88     -      2301.559  (meters)    7551.03   (feet)  ADJUSTED  
 MO0639  ___________________________________________________________________
 MO0639  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 MO0639  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 MO0639  DYNAMIC HT  -        2299.500 (meters)    7544.28  (feet)  COMP
 MO0639  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 MO0639
 MO0639  HORZ ORDER  -  THIRD
 MO0639  VERT ORDER  -  FIRST     CLASS II
 MO0639
 MO0639.The horizontal coordinates were established by classical geodetic methods
 MO0639.and adjusted by the National Geodetic Survey in January 1997..
 MO0639
 MO0639.The orthometric height was determined by differential leveling
 MO0639.and adjusted by the National Geodetic Survey in June 1991..
 MO0639
 MO0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0639
 MO0639.The geoid height was determined by GEOID03.
 MO0639
 MO0639.The dynamic height is computed by dividing the NAVD 88
 MO0639.geopotential number by the normal gravity value computed on the
 MO0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0639.degrees latitude (g = 980.6199 gals.).
 MO0639
 MO0639.The modeled gravity was interpolated from observed gravity values.
 MO0639
 MO0639;                    North         East     Units Scale Factor Converg.
 MO0639;SPC WY E     -    89,710.124   141,566.876   MT  0.99997951   -0 27 38.2
 MO0639;UTM  13      - 4,573,060.139   427,634.481   MT  0.99966445   -0 34 14.3
 MO0639
 MO0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0639!SPC WY E     -   0.99964089  x   0.99997951  =   0.99962040
 MO0639!UTM  13      -   0.99964089  x   0.99966445  =   0.99930546
 MO0639
 MO0639|---------------------------------------------------------------------|
 MO0639| PID    Reference Object                     Distance      Geod. Az  |
 MO0639|                                                           dddmmss.s |
 MO0639| MO0640 OVERLAND RM 1                         8.388 METERS 01231     |
 MO0639| MO0638 OVERLAND AZ MK                                     0870630.1 |
 MO0639| MO0641 OVERLAND RM 2                        10.996 METERS 17151     |
 MO0639|---------------------------------------------------------------------|
 MO0639
 MO0639                          SUPERSEDED SURVEY CONTROL
 MO0639
 MO0639  NAD 83(1986)-  41 18 20.70771(N)    105 51 52.04556(W) AD(       ) 3
 MO0639  NAD 27      -  41 18 20.79900(N)    105 51 50.04500(W) AD(       ) 3
 MO0639  NGVD 29 (??/??/92) 2300.44   (m)         7547.4    (f) COMPUTED    1 2
 MO0639
 MO0639.Superseded values are not recommended for survey control.
 MO0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0639.See file dsdata.txt to determine how the superseded data were derived.
 MO0639
 MO0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF2763473060(NAD 83)
 MO0639_MARKER: DS = TRIANGULATION STATION DISK
 MO0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0639_STAMPING: OVERLAND 1948
 MO0639_MARK LOGO: CGS   
 MO0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0639+STABILITY: SURFACE MOTION
 MO0639
 MO0639  HISTORY     - Date     Condition        Report By
 MO0639  HISTORY     - 1948     MONUMENTED       CGS
 MO0639  HISTORY     - 1956     GOOD             CGS
 MO0639  HISTORY     - 1956     GOOD             NGS
 MO0639  HISTORY     - 19990826 GOOD             WYDT
 MO0639
 MO0639                          STATION DESCRIPTION
 MO0639
 MO0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO0639'STATION LOCATED ABOUT 14.5 MILES AIR LINE EAST OF CENTENNIAL,
 MO0639'14 MILES AIR LINE WEST OF LARAMIE, ON NORTH RIM OF WHAT IS
 MO0639'LOCALLY KNOWN AS THE BIG HOLLOW, IN THE OPEN, GRASSY COUNTRY
 MO0639'OF THE LARAMIE PLAINS, 8 FEET WEST OF A NORTH - SOUTH FENCE,
 MO0639'8 FEET NORTH OF A WHITE WITNESS POST, PROJECTS 4 INCHES, AND
 MO0639'STAMPED, OVERLAND 1948.
 MO0639'
 MO0639'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 MO0639'2 FEET WEST OF A NORTH - SOUTH FENCE, PROJECTS 4 INCHES, AND
 MO0639'STAMPED, OVERLAND NO 1 1948.
 MO0639'
 MO0639'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION,
 MO0639'2 FEET WEST OF A NORTH - SOUTH FENCE, PROJECTS 4 INCHES, AND
 MO0639'STAMPED, OVERLAND NO 2 1948.
 MO0639'
 MO0639'AZIMUTH MARK IS LOCATED 18 PACES NORTH OF CENTER LINE OF STATE
 MO0639'HIGHWAY 130, 3 FEET SOUTH OF NORTH RIGHT-OF-WAY FENCE, 3 FEET
 MO0639'SOUTHWEST OF A WHITE WITNESS POST, PROJECTS 2 INCHES, AND
 MO0639'STAMPED, OVERLAND 1948.
 MO0639'
 MO0639'TO REACH FROM JUNCTION OF STATE HIGHWAYS 230 AND 130, ABOUT
 MO0639'2 MILES WEST OF LARAMIE, GO NORTHWESTERLY ON STATE HIGHWAY 130
 MO0639'FOR 10.3 MILES TO THE OVERLAND TRAIL MONUMENT ON THE RIGHT.
 MO0639'CONTINUE WESTERLY ON HIGHWAY FOR 2.65 MILES TO AZIMUTH MARK
 MO0639'ON RIGHT AS DESCRIBED ABOVE.  CONTINUE ON HIGHWAY FOR 0.75
 MO0639'MILE TO A FENCE CORNER ON LEFT AND STATION AS DESCRIBED
 MO0639'ABOVE.  A DRIVE STATION.
 MO0639
 MO0639                          STATION RECOVERY (1956)
 MO0639
 MO0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 MO0639'14.55 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0639'RAILROAD FROM THE STATION AT LARAMIE, THENCE 0.3 MILE SOUTH
 MO0639'ALONG A NORTH AND SOUTH FENCE, 172 FEET SOUTH OF THE CENTER
 MO0639'LINE OF STATE HIGHWAY 130, 96.6 FEET SOUTH OF A FENCE CORNER,
 MO0639'7.3 FEET WEST OF A NORTH AND SOUTH FENCE, 7.3 FEET NORTH
 MO0639'OF A WITNESS POST, A TRIANGULATION STATION DISK SET IN THE
 MO0639'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MO0639'GROUND, STAMPED OVERLAND 1948, IN THE NORTHEAST 1/4 OF SECTION
 MO0639'1, TOWNSHIP 15 NORTH, RANGE 76 WEST.
 MO0639'
 MO0639'OVERLAND R.M. 1 IS 27.5 FEET NORTH OF TRIANGULATION STATION
 MO0639'OVERLAND 1948, 2 FEET WEST OF A NORTH AND SOUTH FENCE, A REFERENCE
 MO0639'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0639'0.2 FOOT ABOVE THE GROUND, STAMPED OVERLAND NO 1 1948.
 MO0639'
 MO0639'OVERLAND R.M. 2 IS 36.1 FEET SOUTH OF TRIANGULATION STATION
 MO0639'OVERLAND 1948, 1.7 FEET WEST OF A NORTH AND SOUTH FENCE, A
 MO0639'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 MO0639'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED OVERLAND NO 2
 MO0639'1948.
 MO0639'
 MO0639'OVERLAND 1948 AZIMUTH IS 0.65 MILE WEST OF TRIANGULATION STATION
 MO0639'OVERLAND 1948, 63.7 FEET NORTHWEST OF THE CENTER LINE OF
 MO0639'STATE HIGHWAY 130, 3.7 FEET SOUTHWEST OF A FENCE, 3.2 FEET WEST
 MO0639'OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A
 MO0639'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED OVERLAND
 MO0639'1948, IN SECTION 31, TOWNSHIP 16 NORTH, RANGE 75 WEST.
 MO0639
 MO0639                          STATION RECOVERY (1956)
 MO0639
 MO0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MO0639'14.8 MI W FROM LARAMIE.
 MO0639'14.55 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0639'RAILROAD FROM THE STATION AT LARAMIE, THENCE 0.3 MILE SOUTH ALONG
 MO0639'A NORTH AND SOUTH FENCE, 172 FEET SOUTH OF THE CENTER LINE OF
 MO0639'STATE HIGHWAY 130, 96.6 FEET SOUTH OF A FENCE CORNER, 7.3 FEET
 MO0639'WEST OF A NORTH AND SOUTH FENCE, 7.5 FEET NORTH OF A WITNESS POST,
 MO0639'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MO0639'GROUND, IN THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP 15 NORTH,
 MO0639'RANGE 76 WEST.
 MO0639
 MO0639                          STATION RECOVERY (1999)
 MO0639
 MO0639'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MO0639'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION.  PHONE NUMBER
 MO0639'307-777-3819.  THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN
 MO0639'GOOD CONDITION.  THE DESCRIPTION IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0638 ***********************************************************************
 MO0638  DESIGNATION -  OVERLAND AZ MK
 MO0638  PID         -  MO0638
 MO0638  STATE/COUNTY-  WY/ALBANY
 MO0638  USGS QUAD   -  MILLER (1978)
 MO0638
 MO0638                         *CURRENT SURVEY CONTROL
 MO0638  ___________________________________________________________________
 MO0638* NAD 83(1986)-  41 18 23.     (N)    105 50 53.     (W)     SCALED    
 MO0638* NAVD 88     -      2289.322  (meters)    7510.88   (feet)  ADJUSTED  
 MO0638  ___________________________________________________________________
 MO0638  GEOID HEIGHT-         -11.28  (meters)                     GEOID03
 MO0638  DYNAMIC HT  -        2287.282 (meters)    7504.19  (feet)  COMP
 MO0638  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 MO0638
 MO0638  VERT ORDER  -  FIRST     CLASS II
 MO0638
 MO0638.The horizontal coordinates were scaled from a topographic map and have
 MO0638.an estimated accuracy of +/- 6 seconds.
 MO0638
 MO0638.The orthometric height was determined by differential leveling
 MO0638.and adjusted by the National Geodetic Survey in June 1991..
 MO0638
 MO0638.The geoid height was determined by GEOID03.
 MO0638
 MO0638.The dynamic height is computed by dividing the NAVD 88
 MO0638.geopotential number by the normal gravity value computed on the
 MO0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0638.degrees latitude (g = 980.6199 gals.).
 MO0638
 MO0638.The modeled gravity was interpolated from observed gravity values.
 MO0638
 MO0638;                    North         East    Units  Estimated Accuracy
 MO0638;SPC WY E     -    89,770.      142,940.      MT  (+/- 180 meters Scaled)
 MO0638
 MO0638                          SUPERSEDED SURVEY CONTROL
 MO0638
 MO0638  NGVD 29 (??/??/92) 2288.21   (m)         7507.2    (f) COMPUTED    1 2
 MO0638
 MO0638.Superseded values are not recommended for survey control.
 MO0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0638.See file dsdata.txt to determine how the superseded data were derived.
 MO0638
 MO0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF290731(NAD 83)
 MO0638_MARKER: DZ = AZIMUTH MARK DISK
 MO0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0638_STAMPING: OVERLAND 1948
 MO0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0638+STABILITY: SURFACE MOTION
 MO0638
 MO0638  HISTORY     - Date     Condition        Report By
 MO0638  HISTORY     - 1948     MONUMENTED       CGS
 MO0638  HISTORY     - 1956     GOOD             NGS
 MO0638
 MO0638                          STATION DESCRIPTION
 MO0638
 MO0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0638'14.6 MI W FROM LARAMIE.
 MO0638'14.1 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0638'RAILROAD FROM THE STATION AT LARAMIE, THENCE 0.45 MILE SOUTHEAST
 MO0638'ACROSS A PASTURE, 63.7 FEET NORTHWEST OF THE CENTER LINE OF STATE
 MO0638'HIGHWAY 130, 3.7 FEET SOUTHWEST OF A FENCE, 3.2 FEET WEST OF A
 MO0638'WITNESS POST, 0.65 MILE WEST OF TRIANGULATION STATION OVERLAND
 MO0638'1948, SET IN THE TOP OF  CONCRETE POST WHICH IS FLUSH WITH THE
 MO0638'GROUND, IN SECTION 31, TOWNSHIP 16 NORTH, RANGE 75 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0640 ***********************************************************************
 MO0640  DESIGNATION -  OVERLAND RM 1
 MO0640  PID         -  MO0640
 MO0640  STATE/COUNTY-  WY/ALBANY
 MO0640  USGS QUAD   -  MILLER (1978)
 MO0640
 MO0640                         *CURRENT SURVEY CONTROL
 MO0640  ___________________________________________________________________
 MO0640* NAD 83(1986)-  41 18 20.     (N)    105 51 52.     (W)     SCALED    
 MO0640* NAVD 88     -      2301.462  (meters)    7550.71   (feet)  ADJUSTED  
 MO0640  ___________________________________________________________________
 MO0640  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 MO0640  DYNAMIC HT  -        2299.403 (meters)    7543.96  (feet)  COMP
 MO0640  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 MO0640
 MO0640  VERT ORDER  -  FIRST     CLASS II
 MO0640
 MO0640.The horizontal coordinates were scaled from a topographic map and have
 MO0640.an estimated accuracy of +/- 6 seconds.
 MO0640
 MO0640.The orthometric height was determined by differential leveling
 MO0640.and adjusted by the National Geodetic Survey in June 1991..
 MO0640
 MO0640.The geoid height was determined by GEOID03.
 MO0640
 MO0640.The dynamic height is computed by dividing the NAVD 88
 MO0640.geopotential number by the normal gravity value computed on the
 MO0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0640.degrees latitude (g = 980.6199 gals.).
 MO0640
 MO0640.The modeled gravity was interpolated from observed gravity values.
 MO0640
 MO0640;                    North         East    Units  Estimated Accuracy
 MO0640;SPC WY E     -    89,690.      141,570.      MT  (+/- 180 meters Scaled)
 MO0640
 MO0640                          SUPERSEDED SURVEY CONTROL
 MO0640
 MO0640  NGVD 29 (??/??/92) 2300.345  (m)         7547.05   (f) ADJ UNCH    1 2
 MO0640
 MO0640.Superseded values are not recommended for survey control.
 MO0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0640.See file dsdata.txt to determine how the superseded data were derived.
 MO0640
 MO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF276730(NAD 83)
 MO0640_MARKER: DR = REFERENCE MARK DISK
 MO0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0640_STAMPING: OVERLAND NO 1 1948
 MO0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0640+STABILITY: SURFACE MOTION
 MO0640
 MO0640  HISTORY     - Date     Condition        Report By
 MO0640  HISTORY     - 1948     MONUMENTED       CGS
 MO0640  HISTORY     - 1956     GOOD             NGS
 MO0640
 MO0640                          STATION DESCRIPTION
 MO0640
 MO0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0640'14.8 MI W FROM LARAMIE.
 MO0640'14.55 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0640'RAILROAD FROM THE STATION AT LARAMIE, THENCE 0.3 MILE SOUTH ALONG
 MO0640'A NORTH AND SOUTH FENCE, 27.5 FEET NORTH OF TRIANGULATION STATION
 MO0640'OVERLAND 1948, 2 FEET WEST OF A NORTH AND SOUTH FENCE, SET IN
 MO0640'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MO0640'GROUND, IN THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP 15 NORTH,
 MO0640'RANGE 76 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0641 ***********************************************************************
 MO0641  DESIGNATION -  OVERLAND RM 2
 MO0641  PID         -  MO0641
 MO0641  STATE/COUNTY-  WY/ALBANY
 MO0641  USGS QUAD   -  MILLER (1978)
 MO0641
 MO0641                         *CURRENT SURVEY CONTROL
 MO0641  ___________________________________________________________________
 MO0641* NAD 83(1986)-  41 18 20.     (N)    105 51 52.     (W)     SCALED    
 MO0641* NAVD 88     -      2301.552  (meters)    7551.01   (feet)  ADJUSTED  
 MO0641  ___________________________________________________________________
 MO0641  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 MO0641  DYNAMIC HT  -        2299.493 (meters)    7544.25  (feet)  COMP
 MO0641  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 MO0641
 MO0641  VERT ORDER  -  FIRST     CLASS II
 MO0641
 MO0641.The horizontal coordinates were scaled from a topographic map and have
 MO0641.an estimated accuracy of +/- 6 seconds.
 MO0641
 MO0641.The orthometric height was determined by differential leveling
 MO0641.and adjusted by the National Geodetic Survey in June 1991..
 MO0641
 MO0641.The geoid height was determined by GEOID03.
 MO0641
 MO0641.The dynamic height is computed by dividing the NAVD 88
 MO0641.geopotential number by the normal gravity value computed on the
 MO0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0641.degrees latitude (g = 980.6199 gals.).
 MO0641
 MO0641.The modeled gravity was interpolated from observed gravity values.
 MO0641
 MO0641;                    North         East    Units  Estimated Accuracy
 MO0641;SPC WY E     -    89,690.      141,570.      MT  (+/- 180 meters Scaled)
 MO0641
 MO0641                          SUPERSEDED SURVEY CONTROL
 MO0641
 MO0641  NGVD 29 (??/??/92) 2300.435  (m)         7547.34   (f) ADJ UNCH    1 2
 MO0641
 MO0641.Superseded values are not recommended for survey control.
 MO0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0641.See file dsdata.txt to determine how the superseded data were derived.
 MO0641
 MO0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF276730(NAD 83)
 MO0641_MARKER: DR = REFERENCE MARK DISK
 MO0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0641_STAMPING: OVERLAND NO 2 1948
 MO0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0641+STABILITY: SURFACE MOTION
 MO0641
 MO0641  HISTORY     - Date     Condition        Report By
 MO0641  HISTORY     - 1948     MONUMENTED       CGS
 MO0641  HISTORY     - 1956     GOOD             NGS
 MO0641
 MO0641                          STATION DESCRIPTION
 MO0641
 MO0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0641'14.8 MI W FROM LARAMIE.
 MO0641'14.55 MILES WEST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0641'RAILROAD FROM THE STATION AT LARAMIE, THENCE 0.3 MILE SOUTH ALONG
 MO0641'A NORTH AND SOUTH FENCE, 36.1 FEET SOUTH OF TRIANGULATION STATION
 MO0641'OVERLAND 1948, 1.7 FEET WEST OF A NORTH AND SOUTH FENCE, SET IN
 MO0641'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 MO0641'IN THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP 15 NORTH, RANGE 76
 MO0641'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0449 ***********************************************************************
 PX0449  DESIGNATION -  OVERLOOK
 PX0449  PID         -  PX0449
 PX0449  STATE/COUNTY-  WY/PARK
 PX0449  USGS QUAD   -  SHEEP MESA (1991)
 PX0449
 PX0449                         *CURRENT SURVEY CONTROL
 PX0449  ___________________________________________________________________
 PX0449* NAD 83(1993)-  44 15 28.01404(N)    109 52 26.28994(W)     ADJUSTED  
 PX0449* NAVD 88     -      3619.3    (meters)   11874.     (feet)  VERTCON   
 PX0449  ___________________________________________________________________
 PX0449  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 PX0449  GEOID HEIGHT-          -7.26  (meters)                     GEOID03
 PX0449
 PX0449  HORZ ORDER  -  FIRST
 PX0449
 PX0449.The horizontal coordinates were established by classical geodetic methods
 PX0449.and adjusted by the National Geodetic Survey in January 1997..
 PX0449
 PX0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0449
 PX0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0449
 PX0449.The geoid height was determined by GEOID03.
 PX0449
 PX0449;                    North         East     Units Scale Factor Converg.
 PX0449;SPC WYWC     -   418,005.295   510,247.375   MT  1.00003654   -0 47 04.0
 PX0449;SPC WY W     -   517,412.196   816,718.362   MT  0.99994094   +0 08 46.0
 PX0449;UTM  12      - 4,901,121.196   589,886.865   MT  0.99969937   +0 47 09.2
 PX0449
 PX0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0449!SPC WYWC     -   0.99943395  x   1.00003654  =   0.99947046
 PX0449!SPC WY W     -   0.99943395  x   0.99994094  =   0.99937492
 PX0449!UTM  12      -   0.99943395  x   0.99969937  =   0.99913349
 PX0449
 PX0449|---------------------------------------------------------------------|
 PX0449| PID    Reference Object                     Distance      Geod. Az  |
 PX0449|                                                           dddmmss.s |
 PX0449| CQ6272 OVERLOOK RM 1                         6.181 METERS 22434     |
 PX0449| CQ6273 OVERLOOK RM 2                        11.365 METERS 27855     |
 PX0449| CQ6271 OVERLOOK AZ MK                                     3110048.9 |
 PX0449|---------------------------------------------------------------------|
 PX0449
 PX0449                          SUPERSEDED SURVEY CONTROL
 PX0449
 PX0449  NAD 83(1986)-  44 15 28.00386(N)    109 52 26.27814(W) AD(       ) 1
 PX0449  NAD 27      -  44 15 28.20100(N)    109 52 23.62600(W) AD(       ) 1
 PX0449  NGVD 29 (07/19/86) 3617.8    (m)        11869.     (f) VERT ANG       
 PX0449
 PX0449.Superseded values are not recommended for survey control.
 PX0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0449.See file dsdata.txt to determine how the superseded data were derived.
 PX0449
 PX0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ8988701121(NAD 83)
 PX0449_MARKER: DS = TRIANGULATION STATION DISK
 PX0449_SETTING: 80 = SET IN A BOULDER
 PX0449_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PX0449
 PX0449  HISTORY     - Date     Condition        Report By
 PX0449  HISTORY     - 1950     MONUMENTED       CGS
 PX0449
 PX0449                          STATION DESCRIPTION
 PX0449
 PX0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0449'STATION IS ON NORTH EDGE OF THE NORTH BUTTE ON TOP OF OVERLOOK
 PX0449'MOUNTAIN WHICH IS AT THE HEAD OF FISHHAWK CREEK TO THE NORTH
 PX0449'AND MOUNTAIN CREEK TO THE WEST AND IS KNOWN AS THE GLACIER
 PX0449'BASIN.  THE MOUNTAIN IS A BARE ROCKY POINT THAT RUNS IN A NORTH
 PX0449'AND SOUTH DIRECTION AND APPEARS TO HAVE 3 SMALL BUTTES ON TOP.
 PX0449'THERE IS AN OVAL HILL ABOUT 3/4 MILE TO THE NORTH OF THE
 PX0449'SAME RIDGE BUT IS LOWER.  THE STATION MARK IS A STANDARD
 PX0449'BRONZE DISK SET IN THE TOP OF A BOULDER THAT PROJECTS 18
 PX0449'INCHES AND THE DISK IS STAMPED OVERLOOK 1950.
 PX0449'
 PX0449'R.M. NO. 1 IS SET IN THE TOP OF A BOULDER THAT PROJECTS 6
 PX0449'INCHES AND THE DISK IS STAMPED OVERLOOK NO 1 1950.
 PX0449'
 PX0449'R.M. NO. 2 IS SET IN THE TOP OF A BOULDER THAT PROJECTS 2
 PX0449'FEET AND THE DISK IS STAMPED OVERLOOK NO 2 1950.
 PX0449'
 PX0449'THE AZIMUTH MARK IS SET IN THE TOP OF A BOULDER THAT PROJECTS
 PX0449'2-1/2 FEET AND THE DISK IS STAMPED OVERLOOK 1950.
 PX0449'
 PX0449'TO REACH FROM PAHASKA TEPEE, WYOMING WHICH IS ABOUT 2 MILES
 PX0449'EAST OF THE EAST GATE TO YELLOWSTONE PARK.  GO EAST ON U.S.
 PX0449'HIGHWAY 14 AND 20 FOR 7.5 MILES TO THE GOFF CREEK LODGE ON THE
 PX0449'LEFT AND THE END OF TRUCK TRAVEL.  FROM THE GOFF CREEK LODGE
 PX0449'GO SOUTH ACROSS HIGHWAY AND FOLLOW THE WELL DEFINED TRAIL
 PX0449'UP FISHHAWK CREEK FOR ABOUT 5 HOURS HORSE BACK TO THE NORTH
 PX0449'END OF A GRASSY MEADOW AND AN OLD CABIN ON THE RIGHT.  GO EAST
 PX0449'ACROSS CREEK THEN RIGHT, SOUTH, ALONG CREEK ON SAME TRAIL FOR
 PX0449'ABOUT 5 HOURS TO ALMOST THE HEAD OF THE CREEK.  THIS IS AS
 PX0449'FAR AS WE COULD GET WITH HORSES DUE TO SNOW AND ICE BUT IF
 PX0449'THE SNOW AND ICE HAS METLED, YOU CAN FOLLOW THE STEEP
 PX0449'SWITCHBACK TRAIL TO A SMALL FLAT BENCH UNDER MOUNTAIN THAT
 PX0449'HAS A PERPENDICULAR CLIFF AND OUT ONTO A FLAT TOPPED SADDLE
 PX0449'BETWEEN THE MOUNTAINS.  GO ACROSS THE FLAT MEADOW, SOUTHEAST,
 PX0449'TO THE EDGE OF THE MOUNTAIN.  THE AZIMUTH MARK IS ALONG
 PX0449'THE WEST SIDE OF THIS MOUNTAIN, NEAR THE SOUTH END.  THIS
 PX0449'IS AS FAR AS HORSES CAN BE TAKEN ANY TIME.  (ABOUT 8 HOURS RIDE
 PX0449'FROM THE CABIN.) FROM HERE BACK PACK UP THE WEST SIDE OF
 PX0449'THE MOUNTAIN, SOUTHEAST, TO TOP THEN RIGHT ALONG TOP
 PX0449'OF RIDGE TO THE HIGHEST POINT AND THE STATION.  FROM THE
 PX0449'AZIMUTH MARK IT IS ABOUT 2 HOURS
 PX0449'PACK ALMOST STRAIGHT UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0217 ***********************************************************************
 PW0217  CBN         -  This is a Cooperative Base Network Control Station.
 PW0217  DESIGNATION -  OWEN
 PW0217  PID         -  PW0217
 PW0217  STATE/COUNTY-  WY/SHERIDAN
 PW0217  USGS QUAD   -  WOODROCK (1993)
 PW0217
 PW0217                         *CURRENT SURVEY CONTROL
 PW0217  ___________________________________________________________________
 PW0217* NAD 83(1993)-  44 41 48.78420(N)    107 29 50.66457(W)     ADJUSTED  
 PW0217* NAVD 88     -      2624.238  (meters)    8609.69   (feet)  ADJUSTED  
 PW0217  ___________________________________________________________________
 PW0217  X           -  -1,365,972.186 (meters)                     COMP
 PW0217  Y           -  -4,332,994.087 (meters)                     COMP
 PW0217  Z           -   4,465,306.261 (meters)                     COMP
 PW0217  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 PW0217  ELLIP HEIGHT-        2615.38  (meters)          (09/07/01) GPS OBS
 PW0217  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PW0217  DYNAMIC HT  -        2622.778 (meters)    8604.90  (feet)  COMP
 PW0217  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 PW0217
 PW0217  HORZ ORDER  -  B
 PW0217  VERT ORDER  -  SECOND    CLASS 0
 PW0217  ELLP ORDER  -  FOURTH    CLASS I
 PW0217
 PW0217.The horizontal coordinates were established by GPS observations
 PW0217.and adjusted by the National Geodetic Survey in October 1994..
 PW0217
 PW0217.The orthometric height was determined by differential leveling
 PW0217.and adjusted by the National Geodetic Survey in June 1991..
 PW0217.WARNING-GPS observations at this control monument resulted in a GPS
 PW0217.derived orthometric height which differed from the leveled height by
 PW0217.more than one decimeter (0.1 meter).
 PW0217
 PW0217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PW0217
 PW0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0217
 PW0217.The ellipsoidal height was determined by GPS observations
 PW0217.and is referenced to NAD 83.
 PW0217
 PW0217.The geoid height was determined by GEOID03.
 PW0217
 PW0217.The dynamic height is computed by dividing the NAVD 88
 PW0217.geopotential number by the normal gravity value computed on the
 PW0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0217.degrees latitude (g = 980.6199 gals.).
 PW0217
 PW0217.The modeled gravity was interpolated from observed gravity values.
 PW0217
 PW0217;                    North         East     Units Scale Factor Converg.
 PW0217;SPC WYEC     -   566,194.718   386,996.110   MT  0.99993958   -0 06 55.4
 PW0217;UTM  13      - 4,952,313.110   302,130.340   MT  1.00008149   -1 45 25.7
 PW0217
 PW0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0217!SPC WYEC     -   0.99959010  x   0.99993958  =   0.99952970
 PW0217!UTM  13      -   0.99959010  x   1.00008149  =   0.99967155
 PW0217
 PW0217|---------------------------------------------------------------------|
 PW0217| PID    Reference Object                     Distance      Geod. Az  |
 PW0217|                                                           dddmmss.s |
 PW0217| PW0216 OWEN RM 2                            18.265 METERS 25814     |
 PW0217| PW0219 OWEN AZ MK                                         3553338.1 |
 PW0217| PW0218 OWEN RM 1                            21.525 METERS 35858     |
 PW0217|---------------------------------------------------------------------|
 PW0217
 PW0217                          SUPERSEDED SURVEY CONTROL
 PW0217
 PW0217  ELLIP H (10/19/94) 2615.43   (m)                       GP(       ) 4 1
 PW0217  NAD 83(1986)-  44 41 48.76849(N)    107 29 50.64581(W) AD(       ) 2
 PW0217  NAD 27      -  44 41 48.89520(N)    107 29 48.33520(W) AD(       ) 2
 PW0217  NGVD 29 (??/??/92) 2623.218  (m)         8606.34   (f) ADJ UNCH    2 0
 PW0217
 PW0217.Superseded values are not recommended for survey control.
 PW0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0217.See file dsdata.txt to determine how the superseded data were derived.
 PW0217
 PW0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK0213052313(NAD 83)
 PW0217_MARKER: DS = TRIANGULATION STATION DISK
 PW0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0217_STAMPING: OWEN 1957
 PW0217_MARK LOGO: CGS   
 PW0217_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0217+STABILITY: SURFACE MOTION
 PW0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0217+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1993
 PW0217
 PW0217  HISTORY     - Date     Condition        Report By
 PW0217  HISTORY     - 1957     MONUMENTED       CGS
 PW0217  HISTORY     - 1966     GOOD             CGS
 PW0217  HISTORY     - 1966     GOOD             NGS
 PW0217  HISTORY     - 19930703 GOOD             NGS
 PW0217
 PW0217                          STATION DESCRIPTION
 PW0217
 PW0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0217'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF BURGESS JUNCTION,
 PW0217'ABOUT 4-1/2 MILES NORTH OF THE SHERIDAN-BIG HORN COUNTY LINE,
 PW0217'ABOUT 0.6 MILE SOUTH OF OWEN CREEK CAMP GROUND IN THE BIG
 PW0217'HORN NATIONAL FOREST AND JUST WEST OF U.S. HIGHWAY 14.
 PW0217'
 PW0217'REACHED FROM BURGESS JUNCTION (JUNCTION OF U.S. HIGHWAY 14
 PW0217'AND STATE HIGHWAY 14 ABOUT 28 MILES SOUTHWEST OF DAYTON),
 PW0217'BY GOING SOUTHERLY ON U.S. HIGHWAY 14 FOR 4.8 MILES TO THE
 PW0217'ENTRANCE TO OWEN CREEK CAMP GROUND ON THE RIGHT, CONTINUE
 PW0217'SOUTHERLY ON HIGHWAY 14 FOR 0.3 MILE TO A LARGE PILE OF BOULDERS
 PW0217'AND THE AZIMUTH MARK IN THE TOP OF THE LARGEST BOULDER ON THE
 PW0217'RIGHT, CONTINUE SOUTHERLY ON HIGHWAY 14 FOR 0.3 MILE TO THE
 PW0217'STATION MARK ON THE RIGHT.
 PW0217'
 PW0217'STATION MARKS ARE STANDARD DISKS, STAMPED OWEN 1957.  THE SURFACE
 PW0217'MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 PW0217'PROJECTING 5 INCHES.  IT IS 77 FEET WEST OF THE CENTER OF
 PW0217'U.S. HIGHWAY 14 AND 5 FEET WEST OF A 6-INCH, ROUND, POST WITH
 PW0217'A TRIANGLE BLAZE ON THE EAST SIDE.  A WHITE POST WAS SET 4
 PW0217'FEET NORTHEAST OF THE MARK.  THE UNDERGROUND MARK WAS SET
 PW0217'IN AN IRREGULAR MASS OF CONCRETE 33 INCHES BELOW THE GROUND
 PW0217'SURFACE.
 PW0217'
 PW0217'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OWEN NO 1 1957,
 PW0217'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 PW0217'6 INCHES.  IT IS 71 FEET WEST OF THE CENTER OF HIGHWAY 14 AND
 PW0217'70 FEET NORTH OF THE POST WITH THE TRIANGLE BLAZE.
 PW0217'
 PW0217'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OWEN NO 2 1957,
 PW0217'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 PW0217'2 INCHES.  IT IS 136 FEET WEST OF THE CENTER OF HIGHWAY 14 AND
 PW0217'64 FEET WEST OF THE POST WITH THE TRIANGLE BLAZE.
 PW0217'
 PW0217'AZIMUTH MARK IS A STANDARD DISK, STAMPED OWEN 1957, SET IN
 PW0217'A DRILL HOLE IN A BOULDER 8 FEET LONG, 2 FEET WIDE AND PROJECTING
 PW0217'10 FEET.  IT IS 43 FEET WEST OF THE CENTER OF HIGHWAY 14.
 PW0217
 PW0217                          STATION RECOVERY (1966)
 PW0217
 PW0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CS)
 PW0217'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH WERE
 PW0217'RECOVERED IN GOOD CONDITION.  ALL HAVE BEEN LEVELED OVER IN
 PW0217'1966.
 PW0217'
 PW0217'TO REACH FROM THE GENERAL STORE AT SHELL, GO 27.05 MILES
 PW0217'NORTHEAST ALONG U.S. HIGHWAY 14.
 PW0217'
 PW0217'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 PW0217'OWEN 1957.  0.05 MILE NORTH OF THE CROSSING OF A POWER LINE,
 PW0217'78-1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET
 PW0217'WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 PW0217'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PW0217'
 PW0217'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED OWEN NO 1
 PW0217'1957.  70.62 FEET NORTH OF THE STATION, AND IN THE TOP OF A
 PW0217'CONCRETE POST.
 PW0217'
 PW0217'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED OWEN NO 2
 PW0217'1957.  59.92 FEET WEST-SOUTHWEST OF THE STATION, AND IN THE
 PW0217'TOP OF A CONCRETE POST.
 PW0217'
 PW0217'THE AZIMUTH IS AN AZIMUTH MARK DISK, STAMPED OWEN 1957.  0.3
 PW0217'MILE NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE STATION, 44 FEET
 PW0217'WEST OF THE CENTER LINE OF THE HIGHWAY, 8.3 FEET SOUTHWEST OF A
 PW0217'WITNESS POST, IN THE TOP OF A LARGE OUTCROP WHICH PROJECTS ABOUT
 PW0217'10 FEET ABOVE THE GROUND.
 PW0217'
 PW0217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 23
 PW0217'MILES NORTHEAST OF SHELL.
 PW0217
 PW0217                          STATION RECOVERY (1966)
 PW0217
 PW0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PW0217'27.05 MI NE FROM SHELL.
 PW0217'27.05 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0217'SHELL, 0.05 MILE NORTH OF THE CROSSING OF A POWER LINE, 78 1/2 FEET
 PW0217'WEST OF THE CENTER LINE OF THE HIGHWAY, 59.92 FEET EAST-NORTH-EAST OF
 PW0217'R.M. 2, 70.62 FEET SOUTH OF R.M. 1, 112 FEET EAST-SOUTHEAST OF A T
 PW0217'JUNCTION POWER POLE WITH A GUY WIRE, 83 FEET SOUTHEAST OF A FENCE
 PW0217'CORNER POST AND THE END OF A WIRE GATE, 6 FEET WEST OF A WOODEN POST
 PW0217'WHICH PROJECTS ABOUT 5 FEET, 1.8 FEET WEST OF A WITNESS POST, ABOUT 5
 PW0217'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PW0217'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PW0217
 PW0217                          STATION RECOVERY (1993)
 PW0217
 PW0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 PW0217'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 PW0217'REFERENCE MARK 1 POST FOUND WITH TOP OF POST BROKEN OFF.  NO DATA
 PW0217'AVAILABLE ON THE AZIMUTH MARK.  BENCH MARK D 161 WAS RECOVERED AND
 PW0217'COULD BE USED FOR AN AZIMUTH MARK. STATION IS LOCATED ABOUT 55 KM
 PW0217'(34.15 MI) NORTHEAST OF GREYBULL, 9 KM (5.60 MI) SOUTH OF BURGESS
 PW0217'JUNCTION, 6 KM (3.70 MI) NORTH OF GRANTS PASS AND COUNTY LINE, IN THE
 PW0217'BIG HORN NATIONAL FOREST, ALONG US HIGHWAY 14, ON THE RIGHT-OF-WAY, AT
 PW0217'MILE 42.1, AT THE TOP OF A RISE, IN EAST CENTRAL SECTION 31, T 55 N, R
 PW0217'88 W.  OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION. TO REACH FROM
 PW0217'THE FORK FORMED BY THE SPLIT IN US HIGHWAY 14 ABOUT 0.2 KM (0.10 MI)
 PW0217'SOUTH OF US HIGHWAY 14 ALTERNATE AT BURGESS JUNCTION, GO SOUTH ON
 PW0217'HIGHWAY 14 FOR 8.04 KM (5.00 MI) TO A GRADED ROAD LEFT LEADING TO
 PW0217'NATIONAL FOREST CAMPGROUNDS.  CONTINUE AHEAD FOR 0.74 KM (0.45 MI) TO
 PW0217'TOP OF RISE AND STATION ON THE RIGHT. STATION MARK IS A STANDARD CGS
 PW0217'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 PW0217'23.7 M (77.8 FT) WEST OF, AND 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY
 PW0217'CENTER, 25.3 M (83.0 FT) SOUTHEAST OF A COMBINATION GATE AND FENCE
 PW0217'CORNER POST, 0.5 M (1.6 FT) EAST OF A METAL WITNESS POST, 1.0 M (3.3
 PW0217'FT) SOUTHWEST OF A WOOD WITNESS POST, AND 1.8 M (5.9 FT) WEST OF A 2 M
 PW0217'(6.6 FT) HIGH SAWED-OFF UTILITY POLE. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0219 ***********************************************************************
 PW0219  DESIGNATION -  OWEN AZ MK
 PW0219  PID         -  PW0219
 PW0219  STATE/COUNTY-  WY/SHERIDAN
 PW0219  USGS QUAD   -  WOODROCK (1993)
 PW0219
 PW0219                         *CURRENT SURVEY CONTROL
 PW0219  ___________________________________________________________________
 PW0219* NAD 83(1986)-  44 41 50.     (N)    107 29 50.     (W)     SCALED    
 PW0219* NAVD 88     -      2613.910  (meters)    8575.80   (feet)  ADJUSTED  
 PW0219  ___________________________________________________________________
 PW0219  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PW0219  DYNAMIC HT  -        2612.458 (meters)    8571.04  (feet)  COMP
 PW0219  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 PW0219
 PW0219  VERT ORDER  -  SECOND    CLASS 0
 PW0219
 PW0219.The horizontal coordinates were scaled from a topographic map and have
 PW0219.an estimated accuracy of +/- 6 seconds.
 PW0219
 PW0219.The orthometric height was determined by differential leveling
 PW0219.and adjusted by the National Geodetic Survey in June 1991..
 PW0219
 PW0219.The geoid height was determined by GEOID03.
 PW0219
 PW0219.The dynamic height is computed by dividing the NAVD 88
 PW0219.geopotential number by the normal gravity value computed on the
 PW0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0219.degrees latitude (g = 980.6199 gals.).
 PW0219
 PW0219.The modeled gravity was interpolated from observed gravity values.
 PW0219
 PW0219;                    North         East    Units  Estimated Accuracy
 PW0219;SPC WYEC     -   566,230.      387,010.      MT  (+/- 180 meters Scaled)
 PW0219
 PW0219                          SUPERSEDED SURVEY CONTROL
 PW0219
 PW0219  NGVD 29 (??/??/92) 2612.892  (m)         8572.46   (f) ADJ UNCH    2 0
 PW0219
 PW0219.Superseded values are not recommended for survey control.
 PW0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0219.See file dsdata.txt to determine how the superseded data were derived.
 PW0219
 PW0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK021523(NAD 83)
 PW0219_MARKER: DZ = AZIMUTH MARK DISK
 PW0219_SETTING: 66 = SET IN ROCK OUTCROP
 PW0219_SP_SET: OUTCROP
 PW0219_STAMPING: OWEN 1957
 PW0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0219+STABILITY: POSITION/ELEVATION WELL
 PW0219
 PW0219  HISTORY     - Date     Condition        Report By
 PW0219  HISTORY     - 1957     MONUMENTED       CGS
 PW0219  HISTORY     - 1966     GOOD             NGS
 PW0219
 PW0219                          STATION DESCRIPTION
 PW0219
 PW0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0219'27.35 MI NE FROM SHELL.
 PW0219'27.35 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0219'SHELL, DIRECTLY ACROSS THE HIGHWAY FROM AN ASPHALT PARKING AREA, IN
 PW0219'THE TOP OF A LARGE OUTCROP PROJECTING ABOUT 10 FEET, 44 FEET WEST OF
 PW0219'THE CENTER LINE OF THE HIGHWAY, 101 FEET SOUTH OF THE WEST END OF A
 PW0219'36-INCH PIPE CULVERT, 8.3 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT
 PW0219'12 FEET HIGHER THAN THE HIGHWAY.  NOTE-- THE DISK IS SLANTING AND THE
 PW0219'ROD WAS HELD OVER THE LETTERS MU IN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0218 ***********************************************************************
 PW0218  DESIGNATION -  OWEN RM 1
 PW0218  PID         -  PW0218
 PW0218  STATE/COUNTY-  WY/SHERIDAN
 PW0218  USGS QUAD   -  WOODROCK (1993)
 PW0218
 PW0218                         *CURRENT SURVEY CONTROL
 PW0218  ___________________________________________________________________
 PW0218* NAD 83(1986)-  44 41 48.     (N)    107 29 50.     (W)     SCALED    
 PW0218* NAVD 88     -      2623.780  (meters)    8608.18   (feet)  ADJUSTED  
 PW0218  ___________________________________________________________________
 PW0218  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PW0218  DYNAMIC HT  -        2622.321 (meters)    8603.40  (feet)  COMP
 PW0218  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 PW0218
 PW0218  VERT ORDER  -  SECOND    CLASS 0
 PW0218
 PW0218.The horizontal coordinates were scaled from a topographic map and have
 PW0218.an estimated accuracy of +/- 6 seconds.
 PW0218
 PW0218.The orthometric height was determined by differential leveling
 PW0218.and adjusted by the National Geodetic Survey in June 1991..
 PW0218
 PW0218.The geoid height was determined by GEOID03.
 PW0218
 PW0218.The dynamic height is computed by dividing the NAVD 88
 PW0218.geopotential number by the normal gravity value computed on the
 PW0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0218.degrees latitude (g = 980.6199 gals.).
 PW0218
 PW0218.The modeled gravity was interpolated from observed gravity values.
 PW0218
 PW0218;                    North         East    Units  Estimated Accuracy
 PW0218;SPC WYEC     -   566,170.      387,010.      MT  (+/- 180 meters Scaled)
 PW0218
 PW0218                          SUPERSEDED SURVEY CONTROL
 PW0218
 PW0218  NGVD 29 (??/??/92) 2622.760  (m)         8604.84   (f) ADJ UNCH    2 0
 PW0218
 PW0218.Superseded values are not recommended for survey control.
 PW0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0218.See file dsdata.txt to determine how the superseded data were derived.
 PW0218
 PW0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK021522(NAD 83)
 PW0218_MARKER: DR = REFERENCE MARK DISK
 PW0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0218_STAMPING: OWEN NO 1 1957
 PW0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0218+STABILITY: SURFACE MOTION
 PW0218
 PW0218  HISTORY     - Date     Condition        Report By
 PW0218  HISTORY     - 1957     MONUMENTED       CGS
 PW0218  HISTORY     - 1966     GOOD             NGS
 PW0218
 PW0218                          STATION DESCRIPTION
 PW0218
 PW0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0218'27.05 MI NE FROM SHELL.
 PW0218'27.05 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0218'SHELL, 0.05 MILE NORTH OF THE CROSSING OF A POWER LINE, 70.62 FEET
 PW0218'NORTH OF THE STATION, 72 1/2 FEET WEST OF THE CENTER LINE OF THE
 PW0218'HIGHWAY, 69 1/2 FEET EAST OF THE NORTHEAST END OF A WIRE GATE AND
 PW0218'FENCE CORNER POST, ABOUT LEVEL WITH THE STATION, AND SET IN THE TOP OF
 PW0218'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0216 ***********************************************************************
 PW0216  DESIGNATION -  OWEN RM 2
 PW0216  PID         -  PW0216
 PW0216  STATE/COUNTY-  WY/SHERIDAN
 PW0216  USGS QUAD   -  WOODROCK (1993)
 PW0216
 PW0216                         *CURRENT SURVEY CONTROL
 PW0216  ___________________________________________________________________
 PW0216* NAD 83(1986)-  44 41 48.     (N)    107 29 50.     (W)     SCALED    
 PW0216* NAVD 88     -      2623.274  (meters)    8606.52   (feet)  ADJUSTED  
 PW0216  ___________________________________________________________________
 PW0216  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PW0216  DYNAMIC HT  -        2621.815 (meters)    8601.74  (feet)  COMP
 PW0216  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 PW0216
 PW0216  VERT ORDER  -  SECOND    CLASS 0
 PW0216
 PW0216.The horizontal coordinates were scaled from a topographic map and have
 PW0216.an estimated accuracy of +/- 6 seconds.
 PW0216
 PW0216.The orthometric height was determined by differential leveling
 PW0216.and adjusted by the National Geodetic Survey in June 1991..
 PW0216
 PW0216.The geoid height was determined by GEOID03.
 PW0216
 PW0216.The dynamic height is computed by dividing the NAVD 88
 PW0216.geopotential number by the normal gravity value computed on the
 PW0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0216.degrees latitude (g = 980.6199 gals.).
 PW0216
 PW0216.The modeled gravity was interpolated from observed gravity values.
 PW0216
 PW0216;                    North         East    Units  Estimated Accuracy
 PW0216;SPC WYEC     -   566,170.      387,010.      MT  (+/- 180 meters Scaled)
 PW0216
 PW0216                          SUPERSEDED SURVEY CONTROL
 PW0216
 PW0216  NGVD 29 (??/??/92) 2622.254  (m)         8603.18   (f) ADJ UNCH    2 0
 PW0216
 PW0216.Superseded values are not recommended for survey control.
 PW0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0216.See file dsdata.txt to determine how the superseded data were derived.
 PW0216
 PW0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK021522(NAD 83)
 PW0216_MARKER: DR = REFERENCE MARK DISK
 PW0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0216_STAMPING: OWEN NO 2 1957
 PW0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0216+STABILITY: SURFACE MOTION
 PW0216
 PW0216  HISTORY     - Date     Condition        Report By
 PW0216  HISTORY     - 1957     MONUMENTED       CGS
 PW0216  HISTORY     - 1966     GOOD             NGS
 PW0216
 PW0216                          STATION DESCRIPTION
 PW0216
 PW0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0216'27.05 MI NE FROM SHELL.
 PW0216'27.05 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0216'SHELL, 0.05 MILE NORTH OF THE CROSSING OF A POWER LINE, 59.92 FEET
 PW0216'WEST-SOUTHWEST OF THE STATION, 138 1/2 FEET WEST OF THE CENTER LINE OF
 PW0216'THE HIGHWAY, 62 FEET SOUTH OF A FENCE CORNER POST AND THE NORTHEAST
 PW0216'END OF A WIRE GATE, 61 FEET SOUTHEAST OF A T JUNCTION POWER POLE WITH
 PW0216'A GUY WIRE, ABOUT 1 1/2 FEET LOWER THAN THE STATION, AND SET IN THE
 PW0216'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0848 ***********************************************************************
 OX0848  DESIGNATION -  OWL
 OX0848  PID         -  OX0848
 OX0848  STATE/COUNTY-  WY/TETON
 OX0848  USGS QUAD   -  RANGER PEAK (1968)
 OX0848
 OX0848                         *CURRENT SURVEY CONTROL
 OX0848  ___________________________________________________________________
 OX0848* NAD 83(1993)-  43 58 39.19812(N)    110 47 40.86669(W)     ADJUSTED  
 OX0848* NAVD 88     -      3235.9    (meters)   10616.     (feet)  VERTCON   
 OX0848  ___________________________________________________________________
 OX0848  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 OX0848  GEOID HEIGHT-          -8.59  (meters)                     GEOID03
 OX0848
 OX0848  HORZ ORDER  -  THIRD
 OX0848
 OX0848.The horizontal coordinates were established by classical geodetic methods
 OX0848.and adjusted by the National Geodetic Survey in January 1997..
 OX0848
 OX0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0848
 OX0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0848
 OX0848.The geoid height was determined by GEOID03.
 OX0848
 OX0848;                    North         East     Units Scale Factor Converg.
 OX0848;SPC WY W     -   486,501.589   742,927.184   MT  0.99997755   -0 29 38.3
 OX0848;UTM  12      - 4,869,400.420   516,467.138   MT  0.99960334   +0 08 33.2
 OX0848
 OX0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0848!SPC WY W     -   0.99949420  x   0.99997755  =   0.99947176
 OX0848!UTM  12      -   0.99949420  x   0.99960334  =   0.99909774
 OX0848
 OX0848:                Primary Azimuth Mark                     Grid Az
 OX0848:SPC WY W     -  BUSTER POINT                             299 56 10.1
 OX0848:UTM  12      -  BUSTER POINT                             299 17 58.6
 OX0848
 OX0848|---------------------------------------------------------------------|
 OX0848| PID    Reference Object                     Distance      Geod. Az  |
 OX0848|                                                           dddmmss.s |
 OX0848| OX0849 BUSTER POINT                        APPROX. 0.9 KM 2992631.8 |
 OX0848|---------------------------------------------------------------------|
 OX0848
 OX0848                          SUPERSEDED SURVEY CONTROL
 OX0848
 OX0848  NAD 83(1993)-  43 58 39.19598(N)    110 47 40.86409(W) AD(       ) 3
 OX0848  NAD 83(1986)-  43 58 39.19638(N)    110 47 40.85253(W) AD(       ) 3
 OX0848  NAD 27      -  43 58 39.46613(N)    110 47 38.07119(W) AD(       ) 3
 OX0848  NGVD 29 (07/19/86) 3234.5    (m)        10612.     (f) VERT ANG       
 OX0848
 OX0848.Superseded values are not recommended for survey control.
 OX0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0848.See file dsdata.txt to determine how the superseded data were derived.
 OX0848
 OX0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1646769400(NAD 83)
 OX0848
 OX0848  HISTORY     - Date     Condition        Report By
 OX0848  HISTORY     - 1955     MONUMENTED       USGS
 OX0848  HISTORY     - 1955     GOOD             USGS
 OX0848
 OX0848                          STATION DESCRIPTION
 OX0848
 OX0848'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OX0848'RECOVERED AND REDESCRIBED AS FOLLOWS
 OX0848'
 OX0848'LOCATED ABOUT 10.5 MI. (AIRLINE) S. OF GRASSY LAKE RESERVOIR, WYOMING,
 OX0848'ABOUT 11.0 MI. (AIRLINE) SSW. OF FLAGG RANCH, WYOMING, ABOUT 5.0 MI.
 OX0848'(AIRLINE) W. OF JACKSON LAKE, WYOMING, ABOUT 21.0 MI. (AIRLINE) E. OF
 OX0848'LAMONT, IDAHO.  ON DIVIDE BETWEEN OWL CREEK AND WEBB CANYON.  THIS
 OX0848'POINT IS NOT THE HIGHEST PEAK ON THIS DIVIDE.  ---BUSTER POINT--- IS
 OX0848'THE HIGHEST POINT ON THIS DIVIDE AND IS THE VERY PROMINENT SHARP
 OX0848'PEAK, NEAR W. OF STATION ---OWL---.  DESIGNATED ON USFS MAPS AS
 OX0848'---OWL 10,611---.
 OX0848'
 OX0848'NOTE--THIS STATION WAS REACHED VIA RDS. AND TRAILS FROM ASHTON, IDAHO.
 OX0848'A MORE FEASIBLE DESCRIPTIVE ROUTE WOULD BE AS FOLLOWS
 OX0848'
 OX0848'TO REACH FROM MORAN, WYOMING, GO NW. ABOUT 11.0 MI. ALONG U.S.
 OX0848'HIGHWAY 89 AND 287 TO ARIZONA GUARD STATION OF GRAND TETON NATIONAL
 OX0848'PARK, NEAR AND W. OF HIGHWAY CROSSING OF ARIZONA CREEK.  FROM ARIZONA
 OX0848'GUARD STATION, GO NW. ABOUT 3.2 MI. ALONG HIGHWAY TO SIDE RD. JUNCTION
 OX0848'ON W. SIDE OF HIGHWAY.  LEAVE HIGHWAY AND GO ABOUT 0.5 MI. S. AND SW.
 OX0848'ALONG SIDE RD. TO A LOW WATER FORD, CROSSING N. END OF JACKSON LAKE,
 OX0848'AND END OF TRUCK TRAVEL.  (NOTE--THE LOCATION OF THIS FORD VARIES
 OX0848'WITH THE HEIGHT OF LOW WATER.  MAKE INQUIRY AT GUARD STATION.)  PACK
 OX0848'W. ALONG TRAIL ACROSS FORD ABOUT 1.0 MI. TO OLD GUARD STATION ON W.
 OX0848'SIDE OF JACKSON LAKE, NEAR AND N. OF MOUTH OF BERRY CREEK.  GO ABOUT
 OX0848'2.7 MI. NW. UP BERRY CREEK TRAIL TO A POINT ABOUT 0.5 MI. SE. OF CREEK
 OX0848'FORK JUNCTION WITH OWL CREEK, AND APPROXIMATELY OPPOSITE A DRAIN FORK
 OX0848'JUNCTION (FROM SW. INTO BERRY CREEK).  AT THIS POINT, CROSS BERRY
 OX0848'CREEK AND FOLLOW STEEP, TIMBERED RIDGE SW. ABOUT 2.3 MI. TO SUMMIT
 OX0848'OF A SLANTING CLIFF POINT, AT SUMMIT OF SCRUB TIMBERLINE AND END
 OX0848'OF HORSE PACK TRAVEL.  (NOTE--THIS CLIFF POINT IS PROMINENT AND
 OX0848'VISIBLE FROM NW., N., AND E.).  BACK PACK SW. AND W. ABOUT 0.8 MI.
 OX0848'ALONG BARE ROCKY, RIDGE TO A RELATIVELY BROAD, ROUNDED ROCKY SUMMIT
 OX0848'AND STATION SITE.  ABOUT A 3-1/2 HOUR HORSE AND BACK PACK FROM
 OX0848'BERRY CREEK.
 OX0848'
 OX0848'STATION MARK--SMALL BRASS MARKER (1-1/4 IN.), STAMPED ---VA 10,611---,
 OX0848'CEMENTED IN DRILL HOLE IN SOLID ROCK OUTCROP, WITH LARGE ROCK CAIRN
 OX0848'BUILT OVER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0300 ***********************************************************************
 OW0300  DESIGNATION -  OWL RESET
 OW0300  PID         -  OW0300
 OW0300  STATE/COUNTY-  WY/HOT SPRINGS
 OW0300  USGS QUAD   -  SHEEP RIDGE (1952)
 OW0300
 OW0300                         *CURRENT SURVEY CONTROL
 OW0300  ___________________________________________________________________
 OW0300* NAD 83(1993)-  43 35 39.48310(N)    108 42 17.78810(W)     ADJUSTED  
 OW0300* NAVD 88     -      2958.3    (meters)    9706.     (feet)  VERTCON   
 OW0300  ___________________________________________________________________
 OW0300  LAPLACE CORR-          -9.41  (seconds)                    DEFLEC99
 OW0300  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 OW0300
 OW0300  HORZ ORDER  -  FIRST
 OW0300
 OW0300.The horizontal coordinates were established by classical geodetic methods
 OW0300.and adjusted by the National Geodetic Survey in January 1997..
 OW0300
 OW0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0300
 OW0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0300
 OW0300.The geoid height was determined by GEOID03.
 OW0300
 OW0300;                    North         East     Units Scale Factor Converg.
 OW0300;SPC WYWC     -   343,676.589   603,638.307   MT  0.99993766   +0 01 51.9
 OW0300;UTM  12      - 4,829,373.496   685,255.980   MT  1.00002216   +1 34 58.8
 OW0300
 OW0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0300!SPC WYWC     -   0.99953808  x   0.99993766  =   0.99947577
 OW0300!UTM  12      -   0.99953808  x   1.00002216  =   0.99956023
 OW0300
 OW0300|---------------------------------------------------------------------|
 OW0300| PID    Reference Object                     Distance      Geod. Az  |
 OW0300|                                                           dddmmss.s |
 OW0300| CP6351 OWL RM 2                              6.570 METERS 08130     |
 OW0300| CP6349 OWL AZ MK                                          1172658.8 |
 OW0300| CP6350 OWL RM 1                             12.298 METERS 32523     |
 OW0300|---------------------------------------------------------------------|
 OW0300
 OW0300                          SUPERSEDED SURVEY CONTROL
 OW0300
 OW0300  NAD 83(1986)-  43 35 39.46993(N)    108 42 17.78823(W) AD(       ) 1
 OW0300  NAD 27      -  43 35 39.63000(N)    108 42 15.36400(W) AD(       ) 1
 OW0300  NGVD 29 (07/19/86) 2957.1    (m)         9702.     (f) VERT ANG       
 OW0300
 OW0300.Superseded values are not recommended for survey control.
 OW0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0300.See file dsdata.txt to determine how the superseded data were derived.
 OW0300
 OW0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP8525629373(NAD 83)
 OW0300_MARKER: DS = TRIANGULATION STATION DISK
 OW0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0300
 OW0300  HISTORY     - Date     Condition        Report By
 OW0300  HISTORY     - 1931     MONUMENTED       CGS
 OW0300  HISTORY     - 1936     GOOD             CGS
 OW0300  HISTORY     - 1950     GOOD             USGS
 OW0300
 OW0300                          STATION DESCRIPTION
 OW0300
 OW0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 OW0300'ABOUT 25 MILES AIR LINE WEST BY SOUTH OF THERMOPOLIS, IN
 OW0300'SHOSHONE INDIAN RESERVATION, ON MOST PROMINENT POINT OF OWL
 OW0300'CREEK MOUNTAINS, ON DIVIDE BETWEEN MUDDY AND OWL CREEKS,
 OW0300'AND AT HEAD OF RED CREEK, TRIBUTARY OF OWL CREEK.  TO REACH
 OW0300'FROM MAIN INTERSECTION IN THERMOPOLIS, FOLLOW OWL CREEK HIGHWAY
 OW0300'WEST ABOUT 18 MILES TO END OF PAVEMENT (FIRST 5 MILES WAS
 OW0300'GRAVEL IN 1936).  CONTINUE WEST ON MAIN GRADED ROAD UP VALLEY
 OW0300'6.2 MILES TO WOODEN GATE ON LEFT ABOUT 100 YARDS BEYOND CREEK
 OW0300'BRIDGE.  GATE BEARS SIGN KEEP GATE CLOSED, BROOKS AND
 OW0300'SAWMILL.  TURN LEFT THROUGH GATE AND GO GENERALLY SOUTH ON
 OW0300'MEANDERING AND STEEP ROAD 5.5 MILES TO BROOKS RANCH.
 OW0300'CONTINUE SOUTHEAST AND SOUTH UP STEEP ROUGH ROAD 4.6 MILES
 OW0300'TO SAWMILL.  CONTINUE 0.3 MILE TO FORKS.  TAKE RIGHT FORK,
 OW0300'CROSS CREEK, GO UP STEEP SLOPE TO TOP OF RIDGE, THEN TURN
 OW0300'LEFT AND GO SOUTH UP SLOPE ON LOGGING ROAD TO END OF TRUCK
 OW0300'TRAVEL, ABOUT 0.6 MILE FROM FORKS AT CREEK CROSSING.  FROM
 OW0300'END OF TRUCK TRAVEL, FOLLOW LOGGING TRAILS AND GAME
 OW0300'TRAILS TO TOP OF RIDGE, THEN GO WEST TO HIGHEST POINT
 OW0300'AND STATION.  U.S. GEOLOGICAL SURVEY MARK WAS REMOVED AND
 OW0300'STANDARD DISK SET IN DRILL HOLE IN SMALL DEPRESSION IN
 OW0300'BEDROCK.  DEPRESSION MAY FILL UP, BUT POINT WILL BE
 OW0300'INDICATED BY REMAINS OF CAIRN NEARBY.  REFERENCE MARKS ARE
 OW0300'STANDARD DISKS IN BEDROCK.  NO. 1 IS 12.298
 OW0300'METERS (40.35 FEET) NORTHWEST OF STATION N 34 DEG 37 MIN W.
 OW0300'NO. 2 IS 6.570 METERS (21.56 FEET) EAST N 81 DEG 30 MIN E.
 OW0300'AZIMUTH MARK (1936) IS STANDARD DISK IN OUTCROPPING
 OW0300'BEDROCK, ON FIRST PROMINENT POINT EAST OF STATION,
 OW0300'AT ROCK CAIRN, AND ABOUT 0.4 MILE FROM STATION
 OW0300'S 62 DEG 33 MIN E.
 OW0300
 OW0300                          STATION RECOVERY (1950)
 OW0300
 OW0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0300'ORIGINALLY ESTABLISHED BY USGS IN 1904.
 OW0300'
 OW0300'STATION MARK--STANDARD USGS TABLET REMOVED AND REPLACED BY STANDARD
 OW0300'USC AND GS DISK IN 1931, SET IN DRILL HOLE IN SMALL DEPRESSION IN
 OW0300'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0643 ***********************************************************************
 NT0643  DESIGNATION -  OYSTER ONE
 NT0643  PID         -  NT0643
 NT0643  STATE/COUNTY-  WY/LINCOLN
 NT0643  USGS QUAD   -  SOUTH FORK MOUNTAIN (1967)
 NT0643
 NT0643                         *CURRENT SURVEY CONTROL
 NT0643  ___________________________________________________________________
 NT0643* NAD 83(1993)-  42 06 35.25231(N)    110 30 44.61268(W)     ADJUSTED  
 NT0643* NAVD 88     -      2330.     (meters)    7644.     (feet)  SCALED    
 NT0643  ___________________________________________________________________
 NT0643  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 NT0643  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 NT0643
 NT0643  HORZ ORDER  -  THIRD
 NT0643
 NT0643.The horizontal coordinates were established by classical geodetic methods
 NT0643.and adjusted by the National Geodetic Survey in January 1997..
 NT0643
 NT0643.The orthometric height was scaled from a topographic map.
 NT0643
 NT0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0643
 NT0643.The geoid height was determined by GEOID03.
 NT0643
 NT0643;                    North         East     Units Scale Factor Converg.
 NT0643;SPC WY W     -   278,861.156   764,515.484   MT  0.99995299   -0 17 15.8
 NT0643;UTM  12      - 4,662,081.484   540,313.059   MT  0.99962000   +0 19 37.1
 NT0643
 NT0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0643!SPC WY W     -   0.99963665  x   0.99995299  =   0.99958966
 NT0643!UTM  12      -   0.99963665  x   0.99962000  =   0.99925679
 NT0643
 NT0643:                Primary Azimuth Mark                     Grid Az
 NT0643:SPC WY W     -  SHEEP                                    284 16 08.8
 NT0643:UTM  12      -  SHEEP                                    283 39 15.9
 NT0643
 NT0643|---------------------------------------------------------------------|
 NT0643| PID    Reference Object                     Distance      Geod. Az  |
 NT0643|                                                           dddmmss.s |
 NT0643| NT0641 SHEEP                               APPROX. 5.2 KM 2835853.0 |
 NT0643|---------------------------------------------------------------------|
 NT0643
 NT0643                          SUPERSEDED SURVEY CONTROL
 NT0643
 NT0643  NAD 83(1993)-  42 06 35.24648(N)    110 30 44.60919(W) AD(       ) 3
 NT0643  NAD 83(1986)-  42 06 35.24161(N)    110 30 44.61001(W) AD(       ) 3
 NT0643  NAD 27      -  42 06 35.46009(N)    110 30 41.99181(W) AD(       ) 3
 NT0643
 NT0643.Superseded values are not recommended for survey control.
 NT0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0643.See file dsdata.txt to determine how the superseded data were derived.
 NT0643
 NT0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4031362081(NAD 83)
 NT0643_MARKER: DD = SURVEY DISK
 NT0643_SETTING: 0 = UNSPECIFIED SETTING
 NT0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0643
 NT0643  HISTORY     - Date     Condition        Report By
 NT0643  HISTORY     - 1942     MONUMENTED       USGS
 NT0643
 NT0643                          STATION DESCRIPTION
 NT0643
 NT0643'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 NT0643'LOCATED ON HIGHEST PART OF HILLTOP ON OYSTER RIDGE, BETWEEN RONEY
 NT0643'CREEK AND FONTENELLE CREEK 21.7 MI. N. AND 1.7 MI. E. OF KEMMERER.
 NT0643'
 NT0643'STATION MARK - STANDARD TABLET NOT STAMPED, CEMENTED IN SANDSTONE
 NT0643'OUTCROP ON HIGHEST PART OF TOP.
 NT0643'
 NT0643'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0605 ***********************************************************************
 MO0605  DESIGNATION -  P
 MO0605  PID         -  MO0605
 MO0605  STATE/COUNTY-  WY/ALBANY
 MO0605  USGS QUAD   -  BAMFORTH LAKE (1978)
 MO0605
 MO0605                         *CURRENT SURVEY CONTROL
 MO0605  ___________________________________________________________________
 MO0605* NAD 83(1986)-  41 25 17.     (N)    105 38 53.     (W)     SCALED    
 MO0605* NAVD 88     -      2166.429  (meters)    7107.69   (feet)  ADJUSTED  
 MO0605  ___________________________________________________________________
 MO0605  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0605  DYNAMIC HT  -        2164.582 (meters)    7101.63  (feet)  COMP
 MO0605  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 MO0605
 MO0605  VERT ORDER  -  FIRST     CLASS II
 MO0605
 MO0605.The horizontal coordinates were scaled from a topographic map and have
 MO0605.an estimated accuracy of +/- 6 seconds.
 MO0605
 MO0605.The orthometric height was determined by differential leveling
 MO0605.and adjusted by the National Geodetic Survey in June 1991..
 MO0605
 MO0605.The geoid height was determined by GEOID03.
 MO0605
 MO0605.The dynamic height is computed by dividing the NAVD 88
 MO0605.geopotential number by the normal gravity value computed on the
 MO0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0605.degrees latitude (g = 980.6199 gals.).
 MO0605
 MO0605.The modeled gravity was interpolated from observed gravity values.
 MO0605
 MO0605;                    North         East    Units  Estimated Accuracy
 MO0605;SPC WY E     -   102,430.      159,760.      MT  (+/- 180 meters Scaled)
 MO0605
 MO0605                          SUPERSEDED SURVEY CONTROL
 MO0605
 MO0605  NGVD 29 (??/??/92) 2165.390  (m)         7104.28   (f) ADJ UNCH    1 2
 MO0605
 MO0605.Superseded values are not recommended for survey control.
 MO0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0605.See file dsdata.txt to determine how the superseded data were derived.
 MO0605
 MO0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF458857(NAD 83)
 MO0605_MARKER: Z = SEE DESCRIPTION
 MO0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0605_SP_SET: GRANITE POST
 MO0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0605+STABILITY: SURFACE MOTION
 MO0605
 MO0605  HISTORY     - Date     Condition        Report By
 MO0605  HISTORY     - UNK      MONUMENTED       CGS
 MO0605  HISTORY     - 1947     GOOD             NGS
 MO0605  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0605
 MO0605                          STATION DESCRIPTION
 MO0605
 MO0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0605'2.3 MI W FROM HOWELL.
 MO0605'1.0 MILE SOUTHWEST ALONG A GRAVELED ROAD (WITH RAISED ROADBED)
 MO0605'FROM THE STEEL RAILWAY BRIDGE OVER THE LARAMIE RIVER AT THE
 MO0605'SOUTH EDGE OF HOWELL, THENCE 1.3 MILES NORTHWEST ALONG THE OLD
 MO0605'RIGHT-OF-WAY OF THE UNION PACIFIC RAILWAY (THE OLD RAILWAY GRADE
 MO0605'IS NOW USED AS A ROAD), 110.0 FEET NORTHEAST OF THE CENTER LINE
 MO0605'OF THE RAILWAY GRADE AND 3 FEET LOWER, 80.0 FEET WEST OF THE
 MO0605'CENTER LINE OF A ROAD LEADING TO A FARMHOUSE, 1.5 FEET NORTH OF
 MO0605'A REFERENCE POST, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A
 MO0605'GRANITE POST SURROUNDED BY THE LETTERS USBM AND PROJECTS 1.2
 MO0605'FEET ABOVE THE GROUND.
 MO0605
 MO0605                          STATION RECOVERY (1983)
 MO0605
 MO0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0284 ***********************************************************************
 NQ0284  DESIGNATION -  P 1
 NQ0284  PID         -  NQ0284
 NQ0284  STATE/COUNTY-  WY/PLATTE
 NQ0284  USGS QUAD   -  SIBLEY PEAK (1981)
 NQ0284
 NQ0284                         *CURRENT SURVEY CONTROL
 NQ0284  ___________________________________________________________________
 NQ0284* NAD 83(1986)-  42 29 46.     (N)    105 01 35.     (W)     SCALED    
 NQ0284* NAVD 88     -      1432.641  (meters)    4700.26   (feet)  POSTED    
 NQ0284  ___________________________________________________________________
 NQ0284  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 NQ0284  DYNAMIC HT  -        1431.780 (meters)    4697.43  (feet)  COMP
 NQ0284  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 NQ0284
 NQ0284  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 NQ0284
 NQ0284.The horizontal coordinates were scaled from a topographic map and have
 NQ0284.an estimated accuracy of +/- 6 seconds.
 NQ0284
 NQ0284.The orthometric height was determined by differential leveling
 NQ0284.and adjusted by the National Geodetic Survey in 1992..
 NQ0284.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 NQ0284.rate of 0.0 thru 1.0 mm/km.
 NQ0284
 NQ0284.The geoid height was determined by GEOID03.
 NQ0284
 NQ0284.The dynamic height is computed by dividing the NAVD 88
 NQ0284.geopotential number by the normal gravity value computed on the
 NQ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0284.degrees latitude (g = 980.6199 gals.).
 NQ0284
 NQ0284.The modeled gravity was interpolated from observed gravity values.
 NQ0284
 NQ0284;                    North         East    Units  Estimated Accuracy
 NQ0284;SPC WY E     -   221,690.      211,530.      MT  (+/- 180 meters Scaled)
 NQ0284
 NQ0284                          SUPERSEDED SURVEY CONTROL
 NQ0284
 NQ0284.No superseded survey control is available for this station.
 NQ0284
 NQ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH978048(NAD 83)
 NQ0284_MARKER: Z = SEE DESCRIPTION
 NQ0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0284_SP_SET: BRIDGE ABUTMENT
 NQ0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0284
 NQ0284  HISTORY     - Date     Condition        Report By
 NQ0284  HISTORY     - UNK      MONUMENTED       CGS
 NQ0284  HISTORY     - 1940     MARK NOT FOUND   NGS
 NQ0284
 NQ0284                          STATION DESCRIPTION
 NQ0284
 NQ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NQ0284'0.5 MI S FROM GLENDO.
 NQ0284'1/2 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NQ0284'FROM GLENDO, PLATTE COUNTY, AT A SMALL DECK-GIRDER BRIDGE, IN THE
 NQ0284'TOP OF THE NORTH ABUTMENT, 8 INCHES FROM THE INNER EDGE OF THE
 NQ0284'ABUTMENT, 12 INCHES FROM THE RETAINING WALL AT THE END OF THE
 NQ0284'BRIDGE, 10 FEET WEST OF THE WEST RAIL, AND 5 FEET LOWER THAN THE
 NQ0284'TOP OF THE RAIL.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 NQ0284'LETTERS USBM.  NOTE-- THAT A NEW OVERHEAD HIGHWAY BRIDGE HAS BEEN
 NQ0284'BUILT AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0059 ***********************************************************************
 PY0059  DESIGNATION -  P 10
 PY0059  PID         -  PY0059
 PY0059  STATE/COUNTY-  WY/TETON
 PY0059  USGS QUAD   -  WEST THUMB (1986)
 PY0059
 PY0059                         *CURRENT SURVEY CONTROL
 PY0059  ___________________________________________________________________
 PY0059* NAD 83(1986)-  44 25 40.     (N)    110 36 29.     (W)     SCALED    
 PY0059* NAVD 88     -      2509.939  (meters)    8234.69   (feet)  ADJUSTED  
 PY0059  ___________________________________________________________________
 PY0059  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 PY0059  DYNAMIC HT  -        2508.216 (meters)    8229.04  (feet)  COMP
 PY0059  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 PY0059
 PY0059  VERT ORDER  -  FIRST     CLASS II
 PY0059
 PY0059.The horizontal coordinates were scaled from a topographic map and have
 PY0059.an estimated accuracy of +/- 6 seconds.
 PY0059
 PY0059.The orthometric height was determined by differential leveling
 PY0059.and adjusted by the National Geodetic Survey in June 1991..
 PY0059
 PY0059.The geoid height was determined by GEOID03.
 PY0059
 PY0059.The dynamic height is computed by dividing the NAVD 88
 PY0059.geopotential number by the normal gravity value computed on the
 PY0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0059.degrees latitude (g = 980.6199 gals.).
 PY0059
 PY0059.The modeled gravity was interpolated from observed gravity values.
 PY0059
 PY0059;                    North         East    Units  Estimated Accuracy
 PY0059;SPC WY W     -   536,410.      758,220.      MT  (+/- 180 meters Scaled)
 PY0059
 PY0059                          SUPERSEDED SURVEY CONTROL
 PY0059
 PY0059  NGVD 29 (08/20/92) 2508.522  (m)         8230.04   (f) ADJUSTED    1 2
 PY0059
 PY0059.Superseded values are not recommended for survey control.
 PY0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0059.See file dsdata.txt to determine how the superseded data were derived.
 PY0059
 PY0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ311194(NAD 83)
 PY0059_MARKER: DB = BENCH MARK DISK
 PY0059_SETTING: 80 = SET IN A BOULDER
 PY0059_SP_SET: BOULDER
 PY0059_STAMPING: P 10 1923 8228.455
 PY0059_MARK LOGO: CGS   
 PY0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0059+STABILITY: SURFACE MOTION
 PY0059
 PY0059  HISTORY     - Date     Condition        Report By
 PY0059  HISTORY     - 1923     MONUMENTED       CGS
 PY0059  HISTORY     - 1956     GOOD             USGS
 PY0059  HISTORY     - 1987     GOOD             NGS
 PY0059
 PY0059                          STATION DESCRIPTION
 PY0059
 PY0059'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0059'1.9 MI NW FROM WEST THUMB.
 PY0059'1.9 MILES NW OF WEST THUMB.  FROM WEST THUMB GO 1.3 MILES WEST ON THE
 PY0059'GRAND LOOP ROAD TOWARD OLD FAITHFUL TO JUNCTION OF OLD ROAD TO RIGHT,
 PY0059'THEN 0.9 MILES AT THE OUTSIDE OF A CURVE, 10 FEET NORTH OF THE ROAD,
 PY0059'ABOUT 1 FOOT HIGHER THAN THE ROAD, AND IN A LARGE ROCK, A STANDARD
 PY0059'DISK STAMPED 8228.455 P 10 1923.
 PY0059
 PY0059                          STATION RECOVERY (1987)
 PY0059
 PY0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0059'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.8 KM (1.10
 PY0059'MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY FROM THE SOUTH
 PY0059'JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY, THENCE 1.4 KM (0.85 MI)
 PY0059'WESTERLY ALONG A SERVICE ROAD, IN THE SOUTH FACE OF A BOULDER AT THE
 PY0059'OUTSIDE OF A CURVE, AND 7.3 M (24.0 FT) NORTH OF THE CENTERLINE OF
 PY0059'THE ROAD.  NOTE--THE DISK IS AT A 45 DEGREE ANGLE IN THE ROCK AND MAY
 PY0059'HAVE MOVED SINCE 1923.  THE POINT LEVELED TO IS THE HIGHEST POINT OF
 PY0059'THE HORIZONTAL LINE UNDER P 10 IN THE STAMPING.  THE STAMPING IS AS
 PY0059'ABOVE AND NOT AS PREVIOUSLY REPORTED.
 PY0059'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0137 ***********************************************************************
 OU0137  DESIGNATION -  P 100
 OU0137  PID         -  OU0137
 OU0137  STATE/COUNTY-  WY/NIOBRARA
 OU0137  USGS QUAD   -  RABBIT MOUNTAINS (1981)
 OU0137
 OU0137                         *CURRENT SURVEY CONTROL
 OU0137  ___________________________________________________________________
 OU0137* NAD 83(1986)-  43 07 03.     (N)    104 32 59.     (W)     SCALED    
 OU0137* NAVD 88     -      1363.200  (meters)    4472.43   (feet)  ADJUSTED  
 OU0137  ___________________________________________________________________
 OU0137  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 OU0137  DYNAMIC HT  -        1362.497 (meters)    4470.13  (feet)  COMP
 OU0137  MODELED GRAV-     980,056.2   (mgal)                       NAVD 88
 OU0137
 OU0137  VERT ORDER  -  SECOND    CLASS 0
 OU0137
 OU0137.The horizontal coordinates were scaled from a topographic map and have
 OU0137.an estimated accuracy of +/- 6 seconds.
 OU0137
 OU0137.The orthometric height was determined by differential leveling
 OU0137.and adjusted by the National Geodetic Survey in June 1991..
 OU0137
 OU0137.The geoid height was determined by GEOID03.
 OU0137
 OU0137.The dynamic height is computed by dividing the NAVD 88
 OU0137.geopotential number by the normal gravity value computed on the
 OU0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0137.degrees latitude (g = 980.6199 gals.).
 OU0137
 OU0137.The modeled gravity was interpolated from observed gravity values.
 OU0137
 OU0137;                    North         East    Units  Estimated Accuracy
 OU0137;SPC WY E     -   290,890.      250,210.      MT  (+/- 180 meters Scaled)
 OU0137
 OU0137                          SUPERSEDED SURVEY CONTROL
 OU0137
 OU0137  NGVD 29 (??/??/92) 1362.503  (m)         4470.15   (f) ADJ UNCH    2 0
 OU0137
 OU0137.Superseded values are not recommended for survey control.
 OU0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0137.See file dsdata.txt to determine how the superseded data were derived.
 OU0137
 OU0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH366739(NAD 83)
 OU0137_MARKER: DB = BENCH MARK DISK
 OU0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0137_STAMPING: P 100 1956
 OU0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0137+STABILITY: SURFACE MOTION
 OU0137
 OU0137  HISTORY     - Date     Condition        Report By
 OU0137  HISTORY     - 1956     MONUMENTED       CGS
 OU0137  HISTORY     - 1957     GOOD             NGS
 OU0137  HISTORY     - 1976     GOOD             USGS
 OU0137
 OU0137                          STATION DESCRIPTION
 OU0137
 OU0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0137'12.2 MI NE FROM LANCE CREEK.
 OU0137'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0137'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0137'THENCE 3.75 MILES NORTHWEST ALONG A WINDING TRACK ROAD, 0.3 MILE
 OU0137'NORTHWEST OF A WINDMILL, 110 FEET WEST OF THE CENTER LINE OF A
 OU0137'TRACK ROAD, 3 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 OU0137'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 OU0137'ABOVE THE GROUND, IN SECTION 4, TOWNSHIP 36 NORTH, RANGE 64 WEST.
 OU0137
 OU0137                          STATION RECOVERY (1976)
 OU0137
 OU0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0137'LANCE CREEK POST OFFICE, 7.0 MILES EAST FROM ALONG STATE HWY. 270,
 OU0137'THENCE, 5.15 MILES ALONG A GRADED DIRT ROAD, IN SEC. 4, T 36 N., R 64
 OU0137'W., 110 FEET WEST OF THE CENTER OF GRADED ROAD ALONG FENCE FROM
 OU0137'CATTLEGUARD, 3 FEET NORTH OF FENCE, SET IN THE TOP OF A CONCRETE POST
 OU0137'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND. A STANDARD DISK STAMPED "P
 OU0137'100 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0059 ***********************************************************************
 MP0059  DESIGNATION -  P 101
 MP0059  PID         -  MP0059
 MP0059  STATE/COUNTY-  WY/ALBANY
 MP0059  USGS QUAD   -  REX LAKE (1992)
 MP0059
 MP0059                         *CURRENT SURVEY CONTROL
 MP0059  ___________________________________________________________________
 MP0059* NAD 83(1986)-  41 17 51.     (N)    106 07 27.     (W)     SCALED    
 MP0059* NAVD 88     -      2449.331  (meters)    8035.85   (feet)  ADJUSTED  
 MP0059  ___________________________________________________________________
 MP0059  GEOID HEIGHT-         -10.73  (meters)                     GEOID03
 MP0059  DYNAMIC HT  -        2447.011 (meters)    8028.24  (feet)  COMP
 MP0059  MODELED GRAV-     979,587.3   (mgal)                       NAVD 88
 MP0059
 MP0059  VERT ORDER  -  FIRST     CLASS II
 MP0059
 MP0059.The horizontal coordinates were scaled from a topographic map and have
 MP0059.an estimated accuracy of +/- 6 seconds.
 MP0059
 MP0059.The orthometric height was determined by differential leveling
 MP0059.and adjusted by the National Geodetic Survey in June 1991..
 MP0059
 MP0059.The geoid height was determined by GEOID03.
 MP0059
 MP0059.The dynamic height is computed by dividing the NAVD 88
 MP0059.geopotential number by the normal gravity value computed on the
 MP0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0059.degrees latitude (g = 980.6199 gals.).
 MP0059
 MP0059.The modeled gravity was interpolated from observed gravity values.
 MP0059
 MP0059;                    North         East    Units  Estimated Accuracy
 MP0059;SPC WY E     -    89,000.      119,810.      MT  (+/- 180 meters Scaled)
 MP0059
 MP0059                          SUPERSEDED SURVEY CONTROL
 MP0059
 MP0059  NGVD 29 (??/??/92) 2448.088  (m)         8031.77   (f) ADJ UNCH    1 2
 MP0059
 MP0059.Superseded values are not recommended for survey control.
 MP0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0059.See file dsdata.txt to determine how the superseded data were derived.
 MP0059
 MP0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF058723(NAD 83)
 MP0059_MARKER: DB = BENCH MARK DISK
 MP0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0059_STAMPING: P 101 1956
 MP0059_MARK LOGO: CGS   
 MP0059_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0059+STABILITY: SURFACE MOTION
 MP0059
 MP0059  HISTORY     - Date     Condition        Report By
 MP0059  HISTORY     - 1956     MONUMENTED       CGS
 MP0059  HISTORY     - 19990824 GOOD             WYDT
 MP0059
 MP0059                          STATION DESCRIPTION
 MP0059
 MP0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0059'0.7 MI E FROM CENTENNIAL.
 MP0059'0.7 MILE EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0059'FROM THE STATION AT CENTENNIAL, 1 POLE EAST OF A BRIDGE OVER THE NORTH
 MP0059'FORK OF THE LARAMIE RIVER, 24.8 FEET NORTH OF THE NORTH RAIL, 2 FEET
 MP0059'EAST OF THE 1ST POLE EAST OF MILEPOST 29, 2 FEET EAST OF A WITNESS
 MP0059'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MP0059'THE GROUND, IN SECTION 2, TOWNSHIP 15 NORTH, RANGE 78 WEST.
 MP0059
 MP0059                          STATION RECOVERY (1999)
 MP0059
 MP0059'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MP0059'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MP0059'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MP0059'GOOD CONDITION.  THE RAILROAD TRACKS ARE BEING REMOVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0138 ***********************************************************************
 MO0138  DESIGNATION -  P 102
 MO0138  PID         -  MO0138
 MO0138  STATE/COUNTY-  WY/LARAMIE
 MO0138  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0138
 MO0138                         *CURRENT SURVEY CONTROL
 MO0138  ___________________________________________________________________
 MO0138* NAD 83(1986)-  41 06 34.     (N)    104 52 29.     (W)     SCALED    
 MO0138* NAVD 88     -      1890.511  (meters)    6202.45   (feet)  ADJUSTED  
 MO0138  ___________________________________________________________________
 MO0138  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 MO0138  DYNAMIC HT  -        1888.852 (meters)    6197.01  (feet)  COMP
 MO0138  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 MO0138
 MO0138  VERT ORDER  -  FIRST     CLASS II
 MO0138
 MO0138.The horizontal coordinates were scaled from a topographic map and have
 MO0138.an estimated accuracy of +/- 6 seconds.
 MO0138
 MO0138.The orthometric height was determined by differential leveling
 MO0138.and adjusted by the National Geodetic Survey in June 1991..
 MO0138.WARNING-Repeat measurements at this control monument indicate possible
 MO0138.vertical movement.
 MO0138
 MO0138.The geoid height was determined by GEOID03.
 MO0138
 MO0138.The dynamic height is computed by dividing the NAVD 88
 MO0138.geopotential number by the normal gravity value computed on the
 MO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0138.degrees latitude (g = 980.6199 gals.).
 MO0138
 MO0138.The modeled gravity was interpolated from observed gravity values.
 MO0138
 MO0138;                    North         East    Units  Estimated Accuracy
 MO0138;SPC WY E     -    67,720.      224,520.      MT  (+/- 180 meters Scaled)
 MO0138
 MO0138                          SUPERSEDED SURVEY CONTROL
 MO0138
 MO0138  NGVD 29 (06/08/92) 1889.484  (m)         6199.08   (f) ADJUSTED    1 2
 MO0138
 MO0138.Superseded values are not recommended for survey control.
 MO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0138.See file dsdata.txt to determine how the superseded data were derived.
 MO0138
 MO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF105509(NAD 83)
 MO0138_MARKER: DB = BENCH MARK DISK
 MO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0138_STAMPING: P 102 1956
 MO0138_MARK LOGO: CGS   
 MO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0138+STABILITY: SURFACE MOTION
 MO0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0138+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 MO0138
 MO0138  HISTORY     - Date     Condition        Report By
 MO0138  HISTORY     - 1956     MONUMENTED       CGS
 MO0138  HISTORY     - 1983     GOOD             NGS
 MO0138  HISTORY     - 20060920 GOOD             GEOCAC
 MO0138
 MO0138                          STATION DESCRIPTION
 MO0138
 MO0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0138'3.6 MI W FROM CHEYENNE.
 MO0138'3.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0138'AT CHEYENNE, ACROSS THE TRACK FROM THE 2ND POLE SOUTHWEST OF
 MO0138'MILEPOST 513, 118.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MO0138'NORTHWEST TRACK, 101 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 MO0138'HIGHWAY 30, 3 FEET SOUTHEAST OF A FENCE, 3 FEET SOUTHWEST OF A
 MO0138'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0138'0.5 FOOT ABOVE THE GROUND, IN SECTION 10, TOWNSHIP 13 NORTH,
 MO0138'RANGE 67 WEST.
 MO0138
 MO0138                          STATION RECOVERY (1983)
 MO0138
 MO0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0138'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0138'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0138'80 IN CHEYENNE, THENCE 5.8 KM (3.6 MI) WESTERLY ALONG THE UNION
 MO0138'PACIFIC RAILROAD.
 MO0138
 MO0138                          STATION RECOVERY (2006)
 MO0138
 MO0138'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MO0138'OLD US HIGHWAY 30 IS NOW WY STATE HIGHWAY 225 (OTTO ROAD).  HANDHELD
 MO0138'COORDINATES ARE N41-06-33.90 W104-52-28.98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0103 ***********************************************************************
 MQ0103  DESIGNATION -  P 103
 MQ0103  PID         -  MQ0103
 MQ0103  STATE/COUNTY-  WY/SWEETWATER
 MQ0103  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0103
 MQ0103                         *CURRENT SURVEY CONTROL
 MQ0103  ___________________________________________________________________
 MQ0103* NAD 83(1986)-  41 41 16.     (N)    108 49 19.     (W)     SCALED    
 MQ0103* NAVD 88     -      1981.872  (meters)    6502.19   (feet)  ADJUSTED  
 MQ0103  ___________________________________________________________________
 MQ0103  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MQ0103  DYNAMIC HT  -        1980.189 (meters)    6496.67  (feet)  COMP
 MQ0103  MODELED GRAV-     979,703.0   (mgal)                       NAVD 88
 MQ0103
 MQ0103  VERT ORDER  -  FIRST     CLASS II
 MQ0103
 MQ0103.The horizontal coordinates were scaled from a topographic map and have
 MQ0103.an estimated accuracy of +/- 6 seconds.
 MQ0103
 MQ0103.The orthometric height was determined by differential leveling
 MQ0103.and adjusted by the National Geodetic Survey in June 1991..
 MQ0103
 MQ0103.The geoid height was determined by GEOID03.
 MQ0103
 MQ0103.The dynamic height is computed by dividing the NAVD 88
 MQ0103.geopotential number by the normal gravity value computed on the
 MQ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0103.degrees latitude (g = 980.6199 gals.).
 MQ0103
 MQ0103.The modeled gravity was interpolated from observed gravity values.
 MQ0103
 MQ0103;                    North         East    Units  Estimated Accuracy
 MQ0103;SPC WYWC     -   131,900.      594,010.      MT  (+/- 180 meters Scaled)
 MQ0103
 MQ0103                          SUPERSEDED SURVEY CONTROL
 MQ0103
 MQ0103  NGVD 29 (??/??/92) 1980.529  (m)         6497.79   (f) ADJ UNCH    1 2
 MQ0103
 MQ0103.Superseded values are not recommended for survey control.
 MQ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0103.See file dsdata.txt to determine how the superseded data were derived.
 MQ0103
 MQ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM812174(NAD 83)
 MQ0103_MARKER: DB = BENCH MARK DISK
 MQ0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0103_SP_SET: RETAINING WALL
 MQ0103_STAMPING: P 103 1956
 MQ0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0103
 MQ0103  HISTORY     - Date     Condition        Report By
 MQ0103  HISTORY     - 1956     MONUMENTED       CGS
 MQ0103  HISTORY     - 1968     MARK NOT FOUND   USGS
 MQ0103  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0103
 MQ0103                          STATION DESCRIPTION
 MQ0103
 MQ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0103'1.9 MI W FROM POINT OF ROCKS.
 MQ0103'1.9 MILES WEST ALONG THE UNION PACIFIC FROM THE STATION SIGN AT POINT
 MQ0103'OF ROCKS, 60 FEET NORTHEAST OF THE 1ST POLE EAST OF MILEPOST 779, 15.5
 MQ0103'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 6 FEET BELOW THE TOP
 MQ0103'OF THE RAILS, SET IN THE TOP OF THE WEST END OF A CONCRETE RETAINING
 MQ0103'WALL, IN THE NORTHEAST 1/4 OF SECTION 29, TOWNSHIP 20 NORTH, RANGE 101
 MQ0103'WEST.  NOTE-- B.M. IS COVERED WITH ABOUT 2.0 FT OF BALLAST AND DIRT.
 MQ0103'MATERIALS WERE PUT THERE FOR R.R. REASONS.
 MQ0103
 MQ0103                          STATION RECOVERY (1968)
 MQ0103
 MQ0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MQ0103'MARK NOT FOUND.
 MQ0103
 MQ0103                          STATION RECOVERY (1983)
 MQ0103
 MQ0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0103'THE RETAINING WALL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0025 ***********************************************************************
 NQ0025  DESIGNATION -  P 104
 NQ0025  PID         -  NQ0025
 NQ0025  STATE/COUNTY-  WY/NIOBRARA
 NQ0025  USGS QUAD   -  NODE (1978)
 NQ0025
 NQ0025                         *CURRENT SURVEY CONTROL
 NQ0025  ___________________________________________________________________
 NQ0025* NAD 83(1986)-  42 44 38.     (N)    104 22 30.     (W)     SCALED    
 NQ0025* NAVD 88     -      1504.793  (meters)    4936.98   (feet)  ADJUSTED  
 NQ0025  ___________________________________________________________________
 NQ0025  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NQ0025  DYNAMIC HT  -        1503.953 (meters)    4934.22  (feet)  COMP
 NQ0025  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 NQ0025
 NQ0025  VERT ORDER  -  FIRST     CLASS II
 NQ0025
 NQ0025.The horizontal coordinates were scaled from a topographic map and have
 NQ0025.an estimated accuracy of +/- 6 seconds.
 NQ0025
 NQ0025.The orthometric height was determined by differential leveling
 NQ0025.and adjusted by the National Geodetic Survey in June 1991..
 NQ0025
 NQ0025.The geoid height was determined by GEOID03.
 NQ0025
 NQ0025.The dynamic height is computed by dividing the NAVD 88
 NQ0025.geopotential number by the normal gravity value computed on the
 NQ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0025.degrees latitude (g = 980.6199 gals.).
 NQ0025
 NQ0025.The modeled gravity was interpolated from observed gravity values.
 NQ0025
 NQ0025;                    North         East    Units  Estimated Accuracy
 NQ0025;SPC WY E     -   249,510.      264,820.      MT  (+/- 180 meters Scaled)
 NQ0025
 NQ0025                          SUPERSEDED SURVEY CONTROL
 NQ0025
 NQ0025  NGVD 29 (??/??/92) 1504.110  (m)         4934.73   (f) ADJ UNCH    1 2
 NQ0025
 NQ0025.Superseded values are not recommended for survey control.
 NQ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0025.See file dsdata.txt to determine how the superseded data were derived.
 NQ0025
 NQ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH511325(NAD 83)
 NQ0025_MARKER: DB = BENCH MARK DISK
 NQ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0025_STAMPING: P 104 1954
 NQ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0025+STABILITY: SURFACE MOTION
 NQ0025
 NQ0025  HISTORY     - Date     Condition        Report By
 NQ0025  HISTORY     - 1954     MONUMENTED       CGS
 NQ0025
 NQ0025                          STATION DESCRIPTION
 NQ0025
 NQ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0025'4.2 MI E FROM LUSK.
 NQ0025'4.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0025'FROM THE STATION AT LUSK, 89 FEET NORTH OF THE CENTER LINE OF
 NQ0025'U.S. HIGHWAY 20, 49 FEET SOUTH OF THE SOUTH RAIL, 18 FEET
 NQ0025'SOUTHEAST OF THE 1ST POLE EAST OF MILEPOST 487, 2 FEET WEST OF
 NQ0025'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0025'0.4 FOOT ABOVE THE GROUND.  IN SECTION 12, TOWNSHIP 32 NORTH,
 NQ0025'RANGE 63 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0233 ***********************************************************************
 NQ0233  DESIGNATION -  P 105 RESET
 NQ0233  PID         -  NQ0233
 NQ0233  STATE/COUNTY-  WY/CONVERSE
 NQ0233  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0233
 NQ0233                         *CURRENT SURVEY CONTROL
 NQ0233  ___________________________________________________________________
 NQ0233* NAD 83(1986)-  42 45 30.     (N)    104 57 29.     (W)     SCALED    
 NQ0233* NAVD 88     -      1525.94   (meters)    5006.4    (feet)  RESET     
 NQ0233  ___________________________________________________________________
 NQ0233  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0233
 NQ0233  VERT ORDER  -  THIRD
 NQ0233
 NQ0233.The horizontal coordinates were scaled from a topographic map and have
 NQ0233.an estimated accuracy of +/- 6 seconds.
 NQ0233
 NQ0233.The orthometric height was computed from unverified reset data.
 NQ0233.No vertical observational check was made to the station.
 NQ0233
 NQ0233.The geoid height was determined by GEOID03.
 NQ0233
 NQ0233;                    North         East    Units  Estimated Accuracy
 NQ0233;SPC WY E     -   250,830.      217,080.      MT  (+/- 180 meters Scaled)
 NQ0233
 NQ0233                          SUPERSEDED SURVEY CONTROL
 NQ0233
 NQ0233  NGVD 29 (??/??/??) 1525.14   (m)         5003.7    (f) RESET       3  
 NQ0233
 NQ0233.Superseded values are not recommended for survey control.
 NQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0233.See file dsdata.txt to determine how the superseded data were derived.
 NQ0233
 NQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH034339(NAD 83)
 NQ0233_MARKER: DB = BENCH MARK DISK
 NQ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0233_STAMPING: P 105 RESET 1963
 NQ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0233+STABILITY: SURFACE MOTION
 NQ0233
 NQ0233  HISTORY     - Date     Condition        Report By
 NQ0233  HISTORY     - 1963     MONUMENTED       WYHD
 NQ0233  HISTORY     - 1964     GOOD             NGS
 NQ0233
 NQ0233                          STATION DESCRIPTION
 NQ0233
 NQ0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 NQ0233'1.8 MI W FROM LOST SPRINGS.
 NQ0233'1.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0233'THE STATION AT LOST SPRINGS, 3 POLES EAST OF MILEPOST 518, 49
 NQ0233'FEET SOUTH OF THE SOUTH RAIL, 98 FEET NORTH OF CENTERLINE OF
 NQ0233'U.S. 20 STA. 741 + 27, 9 FEET EAST OF A TELEPHONE POLE, 1 1/2
 NQ0233'FEET SOUTHEAST OF A WITNESS POST, 1.1 MILES EAST OF BENCH MARK
 NQ0233'JF 33 U.S.G.S. AND SET IN A CONCRETE POST WHICH PROJECTS 0.4
 NQ0233'FOOT ABOVE THE GROUND.  IN SECTION 12 TOWNSHIP 32 NORTH, RANGE
 NQ0233'68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0540 ***********************************************************************
 MO0540  DESIGNATION -  P 108
 MO0540  PID         -  MO0540
 MO0540  STATE/COUNTY-  WY/LARAMIE
 MO0540  USGS QUAD   -  SILVER CROWN (1978)
 MO0540
 MO0540                         *CURRENT SURVEY CONTROL
 MO0540  ___________________________________________________________________
 MO0540* NAD 83(1986)-  41 10 34.     (N)    105 00 50.     (W)     SCALED    
 MO0540* NAVD 88     -      1937.349  (meters)    6356.12   (feet)  ADJUSTED  
 MO0540  ___________________________________________________________________
 MO0540  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 MO0540  DYNAMIC HT  -        1935.610 (meters)    6350.41  (feet)  COMP
 MO0540  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 MO0540
 MO0540  VERT ORDER  -  FIRST     CLASS II
 MO0540
 MO0540.The horizontal coordinates were scaled from a topographic map and have
 MO0540.an estimated accuracy of +/- 6 seconds.
 MO0540
 MO0540.The orthometric height was determined by differential leveling
 MO0540.and adjusted by the National Geodetic Survey in June 1991..
 MO0540
 MO0540.The geoid height was determined by GEOID03.
 MO0540
 MO0540.The dynamic height is computed by dividing the NAVD 88
 MO0540.geopotential number by the normal gravity value computed on the
 MO0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0540.degrees latitude (g = 980.6199 gals.).
 MO0540
 MO0540.The modeled gravity was interpolated from observed gravity values.
 MO0540
 MO0540;                    North         East    Units  Estimated Accuracy
 MO0540;SPC WY E     -    75,090.      212,820.      MT  (+/- 180 meters Scaled)
 MO0540
 MO0540                          SUPERSEDED SURVEY CONTROL
 MO0540
 MO0540  NGVD 29 (??/??/92) 1936.262  (m)         6352.55   (f) ADJ UNCH    1 2
 MO0540
 MO0540.Superseded values are not recommended for survey control.
 MO0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0540.See file dsdata.txt to determine how the superseded data were derived.
 MO0540
 MO0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF988583(NAD 83)
 MO0540_MARKER: DB = BENCH MARK DISK
 MO0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0540_STAMPING: P 108 1954
 MO0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0540+STABILITY: SURFACE MOTION
 MO0540
 MO0540  HISTORY     - Date     Condition        Report By
 MO0540  HISTORY     - 1954     MONUMENTED       CGS
 MO0540
 MO0540                          STATION DESCRIPTION
 MO0540
 MO0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0540'9.7 MI SE FROM FEDERAL.
 MO0540'9.7 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0540'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, 1 POLE EAST OF
 MO0540'MILEPOST 130, 41.2 FEET NORTH OF THE NORTH RAIL, 35 FEET NORTHEAST
 MO0540'OF A TELEPHONE POLE, 10.7 FEET SOUTH OF A FENCE, 1.2 FEET SOUTH
 MO0540'OF A WITNESS POST, 1.0 MILE NORTHWEST OF BENCH MARK J R 25
 MO0540'(U.S.G.S.), SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0540'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0358 ***********************************************************************
 MO0358  DESIGNATION -  P 109
 MO0358  PID         -  MO0358
 MO0358  STATE/COUNTY-  WY/LARAMIE
 MO0358  USGS QUAD   -  FARTHING (1978)
 MO0358
 MO0358                         *CURRENT SURVEY CONTROL
 MO0358  ___________________________________________________________________
 MO0358* NAD 83(1986)-  41 33 44.     (N)    105 12 33.     (W)     SCALED    
 MO0358* NAVD 88     -      1915.343  (meters)    6283.92   (feet)  ADJUSTED  
 MO0358  ___________________________________________________________________
 MO0358  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 MO0358  DYNAMIC HT  -        1913.774 (meters)    6278.77  (feet)  COMP
 MO0358  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 MO0358
 MO0358  VERT ORDER  -  FIRST     CLASS II
 MO0358
 MO0358.The horizontal coordinates were scaled from a topographic map and have
 MO0358.an estimated accuracy of +/- 6 seconds.
 MO0358
 MO0358.The orthometric height was determined by differential leveling
 MO0358.and adjusted by the National Geodetic Survey in June 1991..
 MO0358
 MO0358.The geoid height was determined by GEOID03.
 MO0358
 MO0358.The dynamic height is computed by dividing the NAVD 88
 MO0358.geopotential number by the normal gravity value computed on the
 MO0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0358.degrees latitude (g = 980.6199 gals.).
 MO0358
 MO0358.The modeled gravity was interpolated from observed gravity values.
 MO0358
 MO0358;                    North         East    Units  Estimated Accuracy
 MO0358;SPC WY E     -   117,960.      196,460.      MT  (+/- 180 meters Scaled)
 MO0358
 MO0358                          SUPERSEDED SURVEY CONTROL
 MO0358
 MO0358  NGVD 29 (??/??/92) 1914.344  (m)         6280.64   (f) ADJ UNCH    1 2
 MO0358
 MO0358.Superseded values are not recommended for survey control.
 MO0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0358.See file dsdata.txt to determine how the superseded data were derived.
 MO0358
 MO0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG825011(NAD 83)
 MO0358_MARKER: DB = BENCH MARK DISK
 MO0358_SETTING: 66 = SET IN ROCK OUTCROP
 MO0358_SP_SET: LIMESTONE OUTCROP
 MO0358_STAMPING: P 109 1954
 MO0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0358+STABILITY: POSITION/ELEVATION WELL
 MO0358
 MO0358  HISTORY     - Date     Condition        Report By
 MO0358  HISTORY     - 1954     MONUMENTED       CGS
 MO0358  HISTORY     - 1966     GOOD             NGS
 MO0358
 MO0358                          STATION DESCRIPTION
 MO0358
 MO0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0358'1 MI NE FROM FARTHING.
 MO0358'1.0 MILE NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0358'THE STATION AT FARTHING, 0.45 MILE SOUTH OF MILEPOST 164, 0.2
 MO0358'MILE SOUTH OF A ROAD CROSSING, 0.15 MILE NORTH OF TRESTLE 163.48,
 MO0358'170 FEET EAST OF THE EAST RAIL, 123 FEET EAST OF A FENCE, 8 FEET
 MO0358'EAST OF A WITNESS POST, 10 FEET ABOVE THE TOP OF THE RAILS, 0.2
 MO0358'FOOT ABOVE THE GROUND, SET IN THE TOP OF A 2 X 4 FOOT LIMESTONE
 MO0358'OUTCROP.
 MO0358
 MO0358                          STATION RECOVERY (1966)
 MO0358
 MO0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 MO0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0025 ***********************************************************************
 PY0025  DESIGNATION -  P 11
 PY0025  PID         -  PY0025
 PY0025  STATE/COUNTY-  WY/PARK
 PY0025  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0025
 PY0025                         *CURRENT SURVEY CONTROL
 PY0025  ___________________________________________________________________
 PY0025* NAD 83(1986)-  44 50 49.     (N)    110 25 52.     (W)     SCALED    
 PY0025* NAVD 88     -      2445.485  (meters)    8023.23   (feet)  ADJUSTED  
 PY0025  ___________________________________________________________________
 PY0025  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0025  DYNAMIC HT  -        2443.916 (meters)    8018.08  (feet)  COMP
 PY0025  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 PY0025
 PY0025  VERT ORDER  -  FIRST     CLASS II
 PY0025
 PY0025.The horizontal coordinates were scaled from a topographic map and have
 PY0025.an estimated accuracy of +/- 6 seconds.
 PY0025
 PY0025.The orthometric height was determined by differential leveling
 PY0025.and adjusted by the National Geodetic Survey in June 1991..
 PY0025
 PY0025.The geoid height was determined by GEOID03.
 PY0025
 PY0025.The dynamic height is computed by dividing the NAVD 88
 PY0025.geopotential number by the normal gravity value computed on the
 PY0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0025.degrees latitude (g = 980.6199 gals.).
 PY0025
 PY0025.The modeled gravity was interpolated from observed gravity values.
 PY0025
 PY0025;                    North         East    Units  Estimated Accuracy
 PY0025;SPC WYWC     -   484,230.      467,110.      MT  (+/- 180 meters Scaled)
 PY0025
 PY0025                          SUPERSEDED SURVEY CONTROL
 PY0025
 PY0025  NGVD 29 (??/??/92) 2443.892  (m)         8018.00   (f) ADJ UNCH    1 2
 PY0025
 PY0025.Superseded values are not recommended for survey control.
 PY0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0025.See file dsdata.txt to determine how the superseded data were derived.
 PY0025
 PY0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ449661(NAD 83)
 PY0025_MARKER: DB = BENCH MARK DISK
 PY0025_SETTING: 66 = SET IN ROCK OUTCROP
 PY0025_SP_SET: BEDROCK
 PY0025_STAMPING: P 11 1923
 PY0025_MARK LOGO: CGS   
 PY0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0025+STABILITY: POSITION/ELEVATION WELL
 PY0025
 PY0025  HISTORY     - Date     Condition        Report By
 PY0025  HISTORY     - UNK      MONUMENTED       CGS
 PY0025  HISTORY     - 1958     GOOD             USGS
 PY0025  HISTORY     - 1976     GOOD             USGS
 PY0025  HISTORY     - 1987     GOOD             NGS
 PY0025
 PY0025                          STATION DESCRIPTION
 PY0025
 PY0025'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0025'7.3 MI S FROM TOWER JUNCTION.
 PY0025'DUNRAVEN PASS, 5.9 MI. N OF ALONG THE CANYON JCT-TOWER JUNCTION RD. AT
 PY0025'A CURVE TO THE W AND ABOUT 1/4 MI. W OF THE ROAD.  ON THE N SIDE OF AN
 PY0025'E-W TANGENT OF THE OLD ROAD AND 17 FEET N OF THE CENTERLINE, 4 FEET
 PY0025'HIGHER THAN THE ROAD, A STANDARD USC AND GS DISK IN ROCK. NOTE-- NOT
 PY0025'STAMPED.
 PY0025
 PY0025                          STATION RECOVERY (1976)
 PY0025
 PY0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PY0025'RECOVERED IN GOOD CONDITION.
 PY0025
 PY0025                          STATION RECOVERY (1987)
 PY0025
 PY0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0025'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.5 M
 PY0025'(41.0 FT) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION HIGHWAY FROM
 PY0025'THE RANGER STATION IN TOWER JUNCTION, NEAR THE EAST END OF A 1 BY 3
 PY0025'FOOT AREA OF OUTCROPPING BEDROCK THAT PROJECTS 6-INCHES ABOVE THE
 PY0025'GROUND SURFACE, 144.8 M (475.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 PY0025'HIGHWAY, 5.2 M (17.1 FT) WEST OF THE CENTER OF THE OLD ROAD BED, AND
 PY0025'0.3 M (1.0 FT) WEST OF THE EAST END OF THE OUTCROP.  NOTE--THE DISK
 PY0025'IS STAMPED AS ABOVE.
 PY0025'THE MARK IS 18.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0296 ***********************************************************************
 MO0296  DESIGNATION -  P 110
 MO0296  PID         -  MO0296
 MO0296  STATE/COUNTY-  WY/PLATTE
 MO0296  USGS QUAD   -  WHITCOMB HILL (1990)
 MO0296
 MO0296                         *CURRENT SURVEY CONTROL
 MO0296  ___________________________________________________________________
 MO0296* NAD 83(1986)-  41 40 42.     (N)    104 58 08.     (W)     SCALED    
 MO0296* NAVD 88     -      1712.035  (meters)    5616.90   (feet)  ADJUSTED  
 MO0296  ___________________________________________________________________
 MO0296  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 MO0296  DYNAMIC HT  -        1710.730 (meters)    5612.62  (feet)  COMP
 MO0296  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 MO0296
 MO0296  VERT ORDER  -  FIRST     CLASS II
 MO0296
 MO0296.The horizontal coordinates were scaled from a topographic map and have
 MO0296.an estimated accuracy of +/- 6 seconds.
 MO0296
 MO0296.The orthometric height was determined by differential leveling
 MO0296.and adjusted by the National Geodetic Survey in June 1991..
 MO0296
 MO0296.The geoid height was determined by GEOID03.
 MO0296
 MO0296.The dynamic height is computed by dividing the NAVD 88
 MO0296.geopotential number by the normal gravity value computed on the
 MO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0296.degrees latitude (g = 980.6199 gals.).
 MO0296
 MO0296.The modeled gravity was interpolated from observed gravity values.
 MO0296
 MO0296;                    North         East    Units  Estimated Accuracy
 MO0296;SPC WY E     -   130,870.      216,470.      MT  (+/- 180 meters Scaled)
 MO0296
 MO0296                          SUPERSEDED SURVEY CONTROL
 MO0296
 MO0296  NGVD 29 (??/??/92) 1711.111  (m)         5613.87   (f) ADJ UNCH    1 2
 MO0296
 MO0296.Superseded values are not recommended for survey control.
 MO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0296.See file dsdata.txt to determine how the superseded data were derived.
 MO0296
 MO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG025140(NAD 83)
 MO0296_MARKER: DB = BENCH MARK DISK
 MO0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0296_SP_SET: CONCRETE PIER
 MO0296_STAMPING: P 110 1954
 MO0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0296
 MO0296  HISTORY     - Date     Condition        Report By
 MO0296  HISTORY     - 1954     MONUMENTED       CGS
 MO0296
 MO0296                          STATION DESCRIPTION
 MO0296
 MO0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0296'9.6 MI SW FROM CHUGWATER.
 MO0296'9.6 MILES SOUTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0296'THE STATION AT CHUGWATER, 0.2 MILE NORTHWEST OF MILEPOST 179, 6
 MO0296'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4.5 FEET BELOW THE TOP OF
 MO0296'THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE MIDDLE
 MO0296'CONCRETE PIER OF BRIDGE 179.20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0267 ***********************************************************************
 MO0267  DESIGNATION -  P 111
 MO0267  PID         -  MO0267
 MO0267  STATE/COUNTY-  WY/PLATTE
 MO0267  USGS QUAD   -  FERGUSON CORNER (1990)
 MO0267
 MO0267                         *CURRENT SURVEY CONTROL
 MO0267  ___________________________________________________________________
 MO0267* NAD 83(1986)-  41 58 14.     (N)    104 53 25.     (W)     SCALED    
 MO0267* NAVD 88     -      1452.852  (meters)    4766.57   (feet)  ADJUSTED  
 MO0267  ___________________________________________________________________
 MO0267  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 MO0267  DYNAMIC HT  -        1451.881 (meters)    4763.38  (feet)  COMP
 MO0267  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 MO0267
 MO0267  VERT ORDER  -  FIRST     CLASS II
 MO0267
 MO0267.The horizontal coordinates were scaled from a topographic map and have
 MO0267.an estimated accuracy of +/- 6 seconds.
 MO0267
 MO0267.The orthometric height was determined by differential leveling
 MO0267.and adjusted by the National Geodetic Survey in June 1991..
 MO0267
 MO0267.The geoid height was determined by GEOID03.
 MO0267
 MO0267.The dynamic height is computed by dividing the NAVD 88
 MO0267.geopotential number by the normal gravity value computed on the
 MO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0267.degrees latitude (g = 980.6199 gals.).
 MO0267
 MO0267.The modeled gravity was interpolated from observed gravity values.
 MO0267
 MO0267;                    North         East    Units  Estimated Accuracy
 MO0267;SPC WY E     -   163,340.      222,910.      MT  (+/- 180 meters Scaled)
 MO0267
 MO0267                          SUPERSEDED SURVEY CONTROL
 MO0267
 MO0267  NGVD 29 (??/??/92) 1452.033  (m)         4763.88   (f) ADJ UNCH    1 2
 MO0267
 MO0267.Superseded values are not recommended for survey control.
 MO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0267.See file dsdata.txt to determine how the superseded data were derived.
 MO0267
 MO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG090465(NAD 83)
 MO0267_MARKER: DB = BENCH MARK DISK
 MO0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0267_STAMPING: P 111 1954
 MO0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0267+STABILITY: SURFACE MOTION
 MO0267
 MO0267  HISTORY     - Date     Condition        Report By
 MO0267  HISTORY     - 1954     MONUMENTED       CGS
 MO0267
 MO0267                          STATION DESCRIPTION
 MO0267
 MO0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0267'8.2 MI S FROM WHEATLAND.
 MO0267'8.2 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 MO0267'STATION AT WHEATLAND, 0.25 MILE EAST OF MILEPOST 206, 105.6 FEET
 MO0267'SOUTH OF THE SOUTH RAIL, 2.5 FEET SOUTH OF A FENCE, 5 FEET BELOW
 MO0267'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0267'PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 MO0267'SECTION 16, TOWNSHIP 23 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0173 ***********************************************************************
 OU0173  DESIGNATION -  P 112
 OU0173  PID         -  OU0173
 OU0173  STATE/COUNTY-  WY/NIOBRARA
 OU0173  USGS QUAD   -  WAGONHOUND CREEK NE (1981)
 OU0173
 OU0173                         *CURRENT SURVEY CONTROL
 OU0173  ___________________________________________________________________
 OU0173* NAD 83(1986)-  43 24 22.     (N)    104 47 09.     (W)     SCALED    
 OU0173* NAVD 88     -      1359.852  (meters)    4461.45   (feet)  ADJUSTED  
 OU0173  ___________________________________________________________________
 OU0173  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 OU0173  DYNAMIC HT  -        1359.147 (meters)    4459.13  (feet)  COMP
 OU0173  MODELED GRAV-     980,054.1   (mgal)                       NAVD 88
 OU0173
 OU0173  VERT ORDER  -  SECOND    CLASS 0
 OU0173
 OU0173.The horizontal coordinates were scaled from a topographic map and have
 OU0173.an estimated accuracy of +/- 6 seconds.
 OU0173
 OU0173.The orthometric height was determined by differential leveling
 OU0173.and adjusted by the National Geodetic Survey in June 1991..
 OU0173
 OU0173.The geoid height was determined by GEOID03.
 OU0173
 OU0173.The dynamic height is computed by dividing the NAVD 88
 OU0173.geopotential number by the normal gravity value computed on the
 OU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0173.degrees latitude (g = 980.6199 gals.).
 OU0173
 OU0173.The modeled gravity was interpolated from observed gravity values.
 OU0173
 OU0173;                    North         East    Units  Estimated Accuracy
 OU0173;SPC WY E     -   322,840.      230,850.      MT  (+/- 180 meters Scaled)
 OU0173
 OU0173                          SUPERSEDED SURVEY CONTROL
 OU0173
 OU0173  NGVD 29 (??/??/92) 1359.112  (m)         4459.02   (f) ADJ UNCH    2 0
 OU0173
 OU0173.Superseded values are not recommended for survey control.
 OU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0173.See file dsdata.txt to determine how the superseded data were derived.
 OU0173
 OU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ173059(NAD 83)
 OU0173_MARKER: DB = BENCH MARK DISK
 OU0173_SETTING: 66 = SET IN ROCK OUTCROP
 OU0173_SP_SET: SANDSTONE OUTCROP
 OU0173_STAMPING: P 112 1956
 OU0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0173+STABILITY: POSITION/ELEVATION WELL
 OU0173
 OU0173  HISTORY     - Date     Condition        Report By
 OU0173  HISTORY     - 1956     MONUMENTED       CGS
 OU0173  HISTORY     - 1957     GOOD             NGS
 OU0173
 OU0173                          STATION DESCRIPTION
 OU0173
 OU0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0173'14.6 MI SE FROM DULL CENTER.
 OU0173'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0173'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0173'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0173'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE
 OU0173'4.05 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT THE TOP
 OU0173'OF A ROCKY RIDGE, 0.6 MILE NORTHEAST OF A RANCH HOUSE, 118 FEET
 OU0173'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 50 FEET NORTH
 OU0173'OF THE CENTER LINE OF A GRADED DIRT ROAD, 7 FEET ABOVE THE
 OU0173'LEVEL OF THE ROAD, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP
 OU0173'OF THE NORTHEAST CORNER OF A LARGE FLAT SANDSTONE OUTCROP,
 OU0173'IN THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 40 NORTH,
 OU0173'RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0117 ***********************************************************************
 NQ0117  DESIGNATION -  P 113
 NQ0117  PID         -  NQ0117
 NQ0117  STATE/COUNTY-  WY/PLATTE
 NQ0117  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0117
 NQ0117                         *CURRENT SURVEY CONTROL
 NQ0117  ___________________________________________________________________
 NQ0117* NAD 83(1986)-  42 21 19.     (N)    104 54 29.     (W)     SCALED    
 NQ0117* NAVD 88     -      1359.020  (meters)    4458.72   (feet)  ADJUSTED  
 NQ0117  ___________________________________________________________________
 NQ0117  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 NQ0117  DYNAMIC HT  -        1358.191 (meters)    4456.00  (feet)  COMP
 NQ0117  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 NQ0117
 NQ0117  VERT ORDER  -  FIRST     CLASS II
 NQ0117
 NQ0117.The horizontal coordinates were scaled from a topographic map and have
 NQ0117.an estimated accuracy of +/- 6 seconds.
 NQ0117
 NQ0117.The orthometric height was determined by differential leveling
 NQ0117.and adjusted by the National Geodetic Survey in June 1991..
 NQ0117
 NQ0117.The geoid height was determined by GEOID03.
 NQ0117
 NQ0117.The dynamic height is computed by dividing the NAVD 88
 NQ0117.geopotential number by the normal gravity value computed on the
 NQ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0117.degrees latitude (g = 980.6199 gals.).
 NQ0117
 NQ0117.The modeled gravity was interpolated from observed gravity values.
 NQ0117
 NQ0117;                    North         East    Units  Estimated Accuracy
 NQ0117;SPC WY E     -   206,070.      221,310.      MT  (+/- 180 meters Scaled)
 NQ0117
 NQ0117                          SUPERSEDED SURVEY CONTROL
 NQ0117
 NQ0117  NGVD 29 (??/??/92) 1358.246  (m)         4456.18   (f) ADJ UNCH    1 2
 NQ0117
 NQ0117.Superseded values are not recommended for survey control.
 NQ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0117.See file dsdata.txt to determine how the superseded data were derived.
 NQ0117
 NQ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG075892(NAD 83)
 NQ0117_MARKER: DB = BENCH MARK DISK
 NQ0117_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0117_SP_SET: ROCK OUTCROP
 NQ0117_STAMPING: P 113 1956
 NQ0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0117+STABILITY: POSITION/ELEVATION WELL
 NQ0117
 NQ0117  HISTORY     - Date     Condition        Report By
 NQ0117  HISTORY     - 1956     MONUMENTED       CGS
 NQ0117
 NQ0117                          STATION DESCRIPTION
 NQ0117
 NQ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0117'14 MI SE FROM GLENDO.
 NQ0117'14.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0117'RAILROAD FROM THE STATION AT GLENDO, 6 1/2 RAILS NORTHWEST
 NQ0117'OF MILEPOST 106, 35 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3
 NQ0117'FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST
 NQ0117'END OF A LIMESTONE OUTCROP, IN SECTION 33, TOWNSHIP 28 NORTH,
 NQ0117'RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0082 ***********************************************************************
 MQ0082  DESIGNATION -  P 114
 MQ0082  PID         -  MQ0082
 MQ0082  STATE/COUNTY-  WY/SWEETWATER
 MQ0082  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0082
 MQ0082                         *CURRENT SURVEY CONTROL
 MQ0082  ___________________________________________________________________
 MQ0082* NAD 83(1986)-  41 30 57.     (N)    108 38 43.     (W)     SCALED    
 MQ0082* NAVD 88     -      2027.407  (meters)    6651.58   (feet)  ADJUSTED  
 MQ0082  ___________________________________________________________________
 MQ0082  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 MQ0082  DYNAMIC HT  -        2025.637 (meters)    6645.78  (feet)  COMP
 MQ0082  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 MQ0082
 MQ0082  VERT ORDER  -  FIRST     CLASS II
 MQ0082
 MQ0082.The horizontal coordinates were scaled from a topographic map and have
 MQ0082.an estimated accuracy of +/- 6 seconds.
 MQ0082
 MQ0082.The orthometric height was determined by differential leveling
 MQ0082.and adjusted by the National Geodetic Survey in June 1991..
 MQ0082
 MQ0082.The geoid height was determined by GEOID03.
 MQ0082
 MQ0082.The dynamic height is computed by dividing the NAVD 88
 MQ0082.geopotential number by the normal gravity value computed on the
 MQ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0082.degrees latitude (g = 980.6199 gals.).
 MQ0082
 MQ0082.The modeled gravity was interpolated from observed gravity values.
 MQ0082
 MQ0082;                    North         East    Units  Estimated Accuracy
 MQ0082;SPC WYWC     -   112,810.      608,740.      MT  (+/- 180 meters Scaled)
 MQ0082
 MQ0082                          SUPERSEDED SURVEY CONTROL
 MQ0082
 MQ0082  NGVD 29 (06/08/92) 2026.131  (m)         6647.40   (f) ADJUSTED    1 2
 MQ0082
 MQ0082.Superseded values are not recommended for survey control.
 MQ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0082.See file dsdata.txt to determine how the superseded data were derived.
 MQ0082
 MQ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL964986(NAD 83)
 MQ0082_MARKER: DB = BENCH MARK DISK
 MQ0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0082_SP_SET: ABUTMENT
 MQ0082_STAMPING: P 114 1956
 MQ0082_MARK LOGO: CGS   
 MQ0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0082
 MQ0082  HISTORY     - Date     Condition        Report By
 MQ0082  HISTORY     - 1956     MONUMENTED       CGS
 MQ0082  HISTORY     - 1983     GOOD             NGS
 MQ0082
 MQ0082                          STATION DESCRIPTION
 MQ0082
 MQ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0082'5.6 MI SW FROM BITTER CREEK.
 MQ0082'5.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0082'AT BITTER CREEK, 12 POLES WEST OF MILEPOST 762, 8.6 FEET SOUTH OF THE
 MQ0082'SOUTH RAIL OF THE SOUTH TRACK, 2 FEET BELOW THE TOP OF THE RAILS, SET
 MQ0082'IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A SMALL BRIDGE, IN
 MQ0082'THE SOUTHEAST 1/4 OF SECTION 23, TOWNSHIP 18 NORTH, RANGE 100 WEST.
 MQ0082
 MQ0082                          STATION RECOVERY (1983)
 MQ0082
 MQ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0128 ***********************************************************************
 MQ0128  DESIGNATION -  P 115
 MQ0128  PID         -  MQ0128
 MQ0128  STATE/COUNTY-  WY/SWEETWATER
 MQ0128  USGS QUAD   -  BAXTER (1978)
 MQ0128
 MQ0128                         *CURRENT SURVEY CONTROL
 MQ0128  ___________________________________________________________________
 MQ0128* NAD 83(1986)-  41 36 06.     (N)    109 05 56.     (W)     SCALED    
 MQ0128* NAVD 88     -      2016.286  (meters)    6615.10   (feet)  ADJUSTED  
 MQ0128  ___________________________________________________________________
 MQ0128  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 MQ0128  DYNAMIC HT  -        2014.597 (meters)    6609.56  (feet)  COMP
 MQ0128  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 MQ0128
 MQ0128  VERT ORDER  -  FIRST     CLASS II
 MQ0128
 MQ0128.The horizontal coordinates were scaled from a topographic map and have
 MQ0128.an estimated accuracy of +/- 6 seconds.
 MQ0128
 MQ0128.The orthometric height was determined by differential leveling
 MQ0128.and adjusted by the National Geodetic Survey in June 1991..
 MQ0128
 MQ0128.The geoid height was determined by GEOID03.
 MQ0128
 MQ0128.The dynamic height is computed by dividing the NAVD 88
 MQ0128.geopotential number by the normal gravity value computed on the
 MQ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0128.degrees latitude (g = 980.6199 gals.).
 MQ0128
 MQ0128.The modeled gravity was interpolated from observed gravity values.
 MQ0128
 MQ0128;                    North         East    Units  Estimated Accuracy
 MQ0128;SPC WYWC     -   122,400.      570,920.      MT  (+/- 180 meters Scaled)
 MQ0128
 MQ0128                          SUPERSEDED SURVEY CONTROL
 MQ0128
 MQ0128  NGVD 29 (??/??/92) 2015.017  (m)         6610.93   (f) ADJ UNCH    1 2
 MQ0128
 MQ0128.Superseded values are not recommended for survey control.
 MQ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0128.See file dsdata.txt to determine how the superseded data were derived.
 MQ0128
 MQ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM584072(NAD 83)
 MQ0128_MARKER: DB = BENCH MARK DISK
 MQ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0128_STAMPING: P 115 1956
 MQ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0128+STABILITY: SURFACE MOTION
 MQ0128
 MQ0128  HISTORY     - Date     Condition        Report By
 MQ0128  HISTORY     - 1956     MONUMENTED       CGS
 MQ0128  HISTORY     - 1981     GOOD             USGS
 MQ0128
 MQ0128                          STATION DESCRIPTION
 MQ0128
 MQ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0128'7.0 MI E FROM ROCK SPRINGS.
 MQ0128'5.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0128'ROCK SPRINGS, THENCE 2.0 MILES EAST ALONG AN OILED ROAD WHICH LEADS TO
 MQ0128'THE ROCK SPRINGS AIRPORT, ON THE WEST SLOPE OF A HILL, 84 FEET SOUTH
 MQ0128'OF THE CENTER LINE OF AN OILED ROAD, 3.2 FEET NORTH OF A WITNESS POST,
 MQ0128'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MQ0128'GROUND, IN THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 19 NORTH, RANGE
 MQ0128'104 WEST.
 MQ0128
 MQ0128                          STATION RECOVERY (1981)
 MQ0128
 MQ0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MQ0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0359 ***********************************************************************
 MP0359  DESIGNATION -  P 116
 MP0359  PID         -  MP0359
 MP0359  STATE/COUNTY-  WY/SWEETWATER
 MP0359  USGS QUAD   -  RINER (1981)
 MP0359
 MP0359                         *CURRENT SURVEY CONTROL
 MP0359  ___________________________________________________________________
 MP0359* NAD 83(1986)-  41 43 40.     (N)    107 34 34.     (W)     SCALED    
 MP0359* NAVD 88     -      2056.797  (meters)    6748.01   (feet)  ADJUSTED  
 MP0359  ___________________________________________________________________
 MP0359  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 MP0359  DYNAMIC HT  -        2054.978 (meters)    6742.04  (feet)  COMP
 MP0359  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 MP0359
 MP0359  VERT ORDER  -  FIRST     CLASS II
 MP0359
 MP0359.The horizontal coordinates were scaled from a topographic map and have
 MP0359.an estimated accuracy of +/- 6 seconds.
 MP0359
 MP0359.The orthometric height was determined by differential leveling
 MP0359.and adjusted by the National Geodetic Survey in June 1991..
 MP0359
 MP0359.The geoid height was determined by GEOID03.
 MP0359
 MP0359.The dynamic height is computed by dividing the NAVD 88
 MP0359.geopotential number by the normal gravity value computed on the
 MP0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0359.degrees latitude (g = 980.6199 gals.).
 MP0359
 MP0359.The modeled gravity was interpolated from observed gravity values.
 MP0359
 MP0359;                    North         East    Units  Estimated Accuracy
 MP0359;SPC WYWC     -   137,010.      697,670.      MT  (+/- 180 meters Scaled)
 MP0359
 MP0359                          SUPERSEDED SURVEY CONTROL
 MP0359
 MP0359  NGVD 29 (06/08/92) 2055.552  (m)         6743.92   (f) ADJUSTED    1 2
 MP0359
 MP0359.Superseded values are not recommended for survey control.
 MP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0359.See file dsdata.txt to determine how the superseded data were derived.
 MP0359
 MP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG857227(NAD 83)
 MP0359_MARKER: DB = BENCH MARK DISK
 MP0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0359_SP_SET: ABUTMENT
 MP0359_STAMPING: P 116 1956
 MP0359_MARK LOGO: CGS   
 MP0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0359
 MP0359  HISTORY     - Date     Condition        Report By
 MP0359  HISTORY     - 1956     MONUMENTED       CGS
 MP0359  HISTORY     - 1983     GOOD             NGS
 MP0359
 MP0359                          STATION DESCRIPTION
 MP0359
 MP0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0359'1.4 MI W FROM RINER.
 MP0359'1.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER TOWER
 MP0359'AT RINER, 7 POLES SOUTHWEST OF MILEPOST 702, 3.8 FEET NORTHWEST OF THE
 MP0359'NORTHWEST RAIL OF THE NORTHWEST TRACK, 0.6 FOOT BELOW THE TOP OF THE
 MP0359'RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT
 MP0359'OF A CONCRETE BRIDGE, IN THE NORTHEAST 1/4 OF SECTION 7, TOWNSHIP 20
 MP0359'NORTH, RANGE 90 WEST.
 MP0359
 MP0359                          STATION RECOVERY (1983)
 MP0359
 MP0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0386 ***********************************************************************
 MP0386  DESIGNATION -  P 117
 MP0386  PID         -  MP0386
 MP0386  STATE/COUNTY-  WY/SWEETWATER
 MP0386  USGS QUAD   -  WAMSUTTER (1981)
 MP0386
 MP0386                         *CURRENT SURVEY CONTROL
 MP0386  ___________________________________________________________________
 MP0386* NAD 83(1986)-  41 40 18.     (N)    107 58 07.     (W)     SCALED    
 MP0386* NAVD 88     -      2045.581  (meters)    6711.21   (feet)  ADJUSTED  
 MP0386  ___________________________________________________________________
 MP0386  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 MP0386  DYNAMIC HT  -        2043.778 (meters)    6705.30  (feet)  COMP
 MP0386  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 MP0386
 MP0386  VERT ORDER  -  FIRST     CLASS II
 MP0386
 MP0386.The horizontal coordinates were scaled from a topographic map and have
 MP0386.an estimated accuracy of +/- 6 seconds.
 MP0386
 MP0386.The orthometric height was determined by differential leveling
 MP0386.and adjusted by the National Geodetic Survey in June 1991..
 MP0386
 MP0386.The geoid height was determined by GEOID03.
 MP0386
 MP0386.The dynamic height is computed by dividing the NAVD 88
 MP0386.geopotential number by the normal gravity value computed on the
 MP0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0386.degrees latitude (g = 980.6199 gals.).
 MP0386
 MP0386.The modeled gravity was interpolated from observed gravity values.
 MP0386
 MP0386;                    North         East    Units  Estimated Accuracy
 MP0386;SPC WYWC     -   130,410.      665,070.      MT  (+/- 180 meters Scaled)
 MP0386
 MP0386                          SUPERSEDED SURVEY CONTROL
 MP0386
 MP0386  NGVD 29 (??/??/92) 2044.264  (m)         6706.89   (f) ADJ UNCH    1 2
 MP0386
 MP0386.Superseded values are not recommended for survey control.
 MP0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0386.See file dsdata.txt to determine how the superseded data were derived.
 MP0386
 MP0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG528175(NAD 83)
 MP0386_MARKER: DB = BENCH MARK DISK
 MP0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0386_STAMPING: P 117 1956
 MP0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0386+STABILITY: SURFACE MOTION
 MP0386
 MP0386  HISTORY     - Date     Condition        Report By
 MP0386  HISTORY     - 1956     MONUMENTED       CGS
 MP0386  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0386
 MP0386                          STATION DESCRIPTION
 MP0386
 MP0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0386'IN WAMSUTTER.
 MP0386'AT WAMSUTTER, 0.2 MILE NORTHEAST OF THE UNION PACIFIC RAILROAD
 MP0386'STATION, 179.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 MP0386'MAIN LINE TRACK, 34.4 FEET NORTH OF THE WEST CORNER OF THE GRADE
 MP0386'SCHOOL, 3 FEET SOUTHEAST OF MILEPOST 724, 3 FEET NORTHWEST OF A FENCE,
 MP0386'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MP0386'GROUND, IN THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 20 NORTH, RANGE
 MP0386'94 WEST.
 MP0386
 MP0386                          STATION RECOVERY (1983)
 MP0386
 MP0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0164 ***********************************************************************
 MQ0164  DESIGNATION -  P 118
 MQ0164  PID         -  MQ0164
 MQ0164  STATE/COUNTY-  WY/SWEETWATER
 MQ0164  USGS QUAD   -  KANDA (1978)
 MQ0164
 MQ0164                         *CURRENT SURVEY CONTROL
 MQ0164  ___________________________________________________________________
 MQ0164* NAD 83(1986)-  41 34 08.     (N)    109 15 10.     (W)     SCALED    
 MQ0164* NAVD 88     -      1902.211  (meters)    6240.84   (feet)  ADJUSTED  
 MQ0164  ___________________________________________________________________
 MQ0164  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 MQ0164  DYNAMIC HT  -        1900.619 (meters)    6235.61  (feet)  COMP
 MQ0164  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 MQ0164
 MQ0164  VERT ORDER  -  FIRST     CLASS II
 MQ0164
 MQ0164.The horizontal coordinates were scaled from a topographic map and have
 MQ0164.an estimated accuracy of +/- 6 seconds.
 MQ0164
 MQ0164.The orthometric height was determined by differential leveling
 MQ0164.and adjusted by the National Geodetic Survey in June 1991..
 MQ0164
 MQ0164.The geoid height was determined by GEOID03.
 MQ0164
 MQ0164.The dynamic height is computed by dividing the NAVD 88
 MQ0164.geopotential number by the normal gravity value computed on the
 MQ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0164.degrees latitude (g = 980.6199 gals.).
 MQ0164
 MQ0164.The modeled gravity was interpolated from observed gravity values.
 MQ0164
 MQ0164;                    North         East    Units  Estimated Accuracy
 MQ0164;SPC WYWC     -   118,820.      558,070.      MT  (+/- 180 meters Scaled)
 MQ0164
 MQ0164                          SUPERSEDED SURVEY CONTROL
 MQ0164
 MQ0164  NGVD 29 (??/??/92) 1900.93   (m)         6236.6    (f) COMPUTED    1 2
 MQ0164
 MQ0164.Superseded values are not recommended for survey control.
 MQ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0164.See file dsdata.txt to determine how the superseded data were derived.
 MQ0164
 MQ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM456033(NAD 83)
 MQ0164_MARKER: DB = BENCH MARK DISK
 MQ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0164_STAMPING: P 118 1956
 MQ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0164+STABILITY: SURFACE MOTION
 MQ0164
 MQ0164  HISTORY     - Date     Condition        Report By
 MQ0164  HISTORY     - 1956     MONUMENTED       CGS
 MQ0164  HISTORY     - 1958     GOOD             NGS
 MQ0164  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0164
 MQ0164                          STATION DESCRIPTION
 MQ0164
 MQ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0164'2.3 MI SW FROM ROCK SPRINGS.
 MQ0164'ABOUT 2.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0164'STATION AT ROCK SPRINGS, ABOUT 0.6 MILE WEST OF MILE POST 784, 85 FEET
 MQ0164'SOUTHEAST OF THE NEAR RAIL, 74 FEET SOUTH OF THE SOUTHEAST END OF PIPE
 MQ0164'CULVERT NUMBER 784.37, 7 FEET EAST OF A TELEPHONE POLE, 7 FEET EAST OF
 MQ0164'A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 MQ0164'PROJECTING 10 INCHES.  (SEC. 4, TWP. 18 N, R 105 W).
 MQ0164
 MQ0164                          STATION RECOVERY (1983)
 MQ0164
 MQ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0155 ***********************************************************************
 NQ0155  DESIGNATION -  P 119
 NQ0155  PID         -  NQ0155
 NQ0155  STATE/COUNTY-  WY/PLATTE
 NQ0155  USGS QUAD   -  WHEATLAND (1990)
 NQ0155
 NQ0155                         *CURRENT SURVEY CONTROL
 NQ0155  ___________________________________________________________________
 NQ0155* NAD 83(1986)-  42 06 19.     (N)    104 55 55.     (W)     SCALED    
 NQ0155* NAVD 88     -      1388.587  (meters)    4555.72   (feet)  ADJUSTED  
 NQ0155  ___________________________________________________________________
 NQ0155  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NQ0155  DYNAMIC HT  -        1387.696 (meters)    4552.80  (feet)  COMP
 NQ0155  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 NQ0155
 NQ0155  VERT ORDER  -  FIRST     CLASS II
 NQ0155
 NQ0155.The horizontal coordinates were scaled from a topographic map and have
 NQ0155.an estimated accuracy of +/- 6 seconds.
 NQ0155
 NQ0155.The orthometric height was determined by differential leveling
 NQ0155.and adjusted by the National Geodetic Survey in June 1991..
 NQ0155
 NQ0155.The geoid height was determined by GEOID03.
 NQ0155
 NQ0155.The dynamic height is computed by dividing the NAVD 88
 NQ0155.geopotential number by the normal gravity value computed on the
 NQ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0155.degrees latitude (g = 980.6199 gals.).
 NQ0155
 NQ0155.The modeled gravity was interpolated from observed gravity values.
 NQ0155
 NQ0155;                    North         East    Units  Estimated Accuracy
 NQ0155;SPC WY E     -   178,300.      219,410.      MT  (+/- 180 meters Scaled)
 NQ0155
 NQ0155                          SUPERSEDED SURVEY CONTROL
 NQ0155
 NQ0155  NGVD 29 (??/??/92) 1387.790  (m)         4553.11   (f) ADJ UNCH    1 2
 NQ0155
 NQ0155.Superseded values are not recommended for survey control.
 NQ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0155.See file dsdata.txt to determine how the superseded data were derived.
 NQ0155
 NQ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG056614(NAD 83)
 NQ0155_MARKER: DB = BENCH MARK DISK
 NQ0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0155_STAMPING: P 119 1956
 NQ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0155+STABILITY: SURFACE MOTION
 NQ0155
 NQ0155  HISTORY     - Date     Condition        Report By
 NQ0155  HISTORY     - 1956     MONUMENTED       CGS
 NQ0155
 NQ0155                          STATION DESCRIPTION
 NQ0155
 NQ0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0155'4.1 MI NW FROM WHEATLAND.
 NQ0155'4.1 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0155'FROM THE STATION AT WHEATLAND, 12 RAILS NORTHEAST OF MILEPOST
 NQ0155'218, 0.1 MILE WEST OF A FARMHOUSE, 97 FEET SOUTHEAST OF THE
 NQ0155'SOUTHEAST RAIL, MIDWAY BETWEEN 2 LARGE COTTONWOOD TREES, 12
 NQ0155'FEET SOUTHWEST OF A LARGE COTTONWOOD TREES, 1.5 FEET NORTHWEST
 NQ0155'OF A FENCE, 2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 NQ0155'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND,
 NQ0155'IN THE SOUTHWEST 1/4 OF SECTION 27, TOWNSHIP 25 NORTH, RANGE
 NQ0155'67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0208 ***********************************************************************
 PV0208  DESIGNATION -  P 120
 PV0208  PID         -  PV0208
 PV0208  STATE/COUNTY-  WY/CROOK
 PV0208  USGS QUAD   -  ROZET SE (1971)
 PV0208
 PV0208                         *CURRENT SURVEY CONTROL
 PV0208  ___________________________________________________________________
 PV0208* NAD 83(1986)-  44 16 41.     (N)    105 00 09.     (W)     SCALED    
 PV0208* NAVD 88     -      1269.927  (meters)    4166.42   (feet)  ADJUSTED  
 PV0208  ___________________________________________________________________
 PV0208  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 PV0208  DYNAMIC HT  -        1269.417 (meters)    4164.75  (feet)  COMP
 PV0208  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 PV0208
 PV0208  VERT ORDER  -  FIRST     CLASS II
 PV0208
 PV0208.The horizontal coordinates were scaled from a topographic map and have
 PV0208.an estimated accuracy of +/- 6 seconds.
 PV0208
 PV0208.The orthometric height was determined by differential leveling
 PV0208.and adjusted by the National Geodetic Survey in June 1991..
 PV0208
 PV0208.The geoid height was determined by GEOID03.
 PV0208
 PV0208.The dynamic height is computed by dividing the NAVD 88
 PV0208.geopotential number by the normal gravity value computed on the
 PV0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0208.degrees latitude (g = 980.6199 gals.).
 PV0208
 PV0208.The modeled gravity was interpolated from observed gravity values.
 PV0208
 PV0208;                    North         East    Units  Estimated Accuracy
 PV0208;SPC WY E     -   419,660.      213,110.      MT  (+/- 180 meters Scaled)
 PV0208
 PV0208                          SUPERSEDED SURVEY CONTROL
 PV0208
 PV0208  NGVD 29 (??/??/92) 1269.314  (m)         4164.41   (f) ADJ UNCH    1 2
 PV0208
 PV0208.Superseded values are not recommended for survey control.
 PV0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0208.See file dsdata.txt to determine how the superseded data were derived.
 PV0208
 PV0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK998027(NAD 83)
 PV0208_MARKER: DB = BENCH MARK DISK
 PV0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0208_SP_SET: CONCRETE POST
 PV0208_STAMPING: P 120 1957
 PV0208_MARK LOGO: CGS   
 PV0208_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0208_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0208+STABILITY: SURFACE MOTION
 PV0208
 PV0208  HISTORY     - Date     Condition        Report By
 PV0208  HISTORY     - 1957     MONUMENTED       CGS
 PV0208  HISTORY     - 1985     GOOD             NGS
 PV0208  HISTORY     - 20000609 GOOD             USGS
 PV0208
 PV0208                          STATION DESCRIPTION
 PV0208
 PV0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0208'2.8 MI W FROM MOORCROFT.
 PV0208'2.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0208'FROM THE STATION AT MOORCROFT, 112 FEET NORTHEAST OF MILEPOST
 PV0208'572, 90 FEET NORTH OF THE NORTH RAIL, 26 YARDS EAST OF THE EAST
 PV0208'EDGE OF A WASH, 32 FEET NORTH OF A TELEPHONE POLE, 5 FEET SOUTH
 PV0208'OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 PV0208'ABOUT 3 FEET LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE
 PV0208'POST PROJECTING 7 INCHES.
 PV0208
 PV0208                          STATION RECOVERY (1985)
 PV0208
 PV0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0208'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--4.69 KM (2.91 MI) WEST ALONG
 PV0208'STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF US HIGHWAY
 PV0208'14 AT MOORCROFT, 170.1 METERS (558 FT) SOUTH OF THE HIGHWAY
 PV0208'CENTERLINE.
 PV0208'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PV0208
 PV0208                          STATION RECOVERY (2000)
 PV0208
 PV0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0208'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0238 ***********************************************************************
 PV0238  DESIGNATION -  P 121
 PV0238  PID         -  PV0238
 PV0238  STATE/COUNTY-  WY/CAMPBELL
 PV0238  USGS QUAD   -  GILLETTE EAST (1971)
 PV0238
 PV0238                         *CURRENT SURVEY CONTROL
 PV0238  ___________________________________________________________________
 PV0238* NAD 83(1986)-  44 17 13.     (N)    105 26 26.     (W)     SCALED    
 PV0238* NAVD 88     -      1369.629  (meters)    4493.52   (feet)  ADJUSTED  
 PV0238  ___________________________________________________________________
 PV0238  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PV0238  DYNAMIC HT  -        1369.079 (meters)    4491.72  (feet)  COMP
 PV0238  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 PV0238
 PV0238  VERT ORDER  -  FIRST     CLASS II
 PV0238
 PV0238.The horizontal coordinates were scaled from a topographic map and have
 PV0238.an estimated accuracy of +/- 6 seconds.
 PV0238
 PV0238.The orthometric height was determined by differential leveling
 PV0238.and adjusted by the National Geodetic Survey in June 1991..
 PV0238
 PV0238.The geoid height was determined by GEOID03.
 PV0238
 PV0238.The dynamic height is computed by dividing the NAVD 88
 PV0238.geopotential number by the normal gravity value computed on the
 PV0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0238.degrees latitude (g = 980.6199 gals.).
 PV0238
 PV0238.The modeled gravity was interpolated from observed gravity values.
 PV0238
 PV0238;                    North         East    Units  Estimated Accuracy
 PV0238;SPC WY E     -   420,670.      178,140.      MT  (+/- 180 meters Scaled)
 PV0238
 PV0238                          SUPERSEDED SURVEY CONTROL
 PV0238
 PV0238  NGVD 29 (??/??/92) 1368.997  (m)         4491.45   (f) ADJ UNCH    1 2
 PV0238
 PV0238.Superseded values are not recommended for survey control.
 PV0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0238.See file dsdata.txt to determine how the superseded data were derived.
 PV0238
 PV0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK648038(NAD 83)
 PV0238_MARKER: DB = BENCH MARK DISK
 PV0238_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0238_SP_SET: COPPER-CLAD STEEL ROD
 PV0238_STAMPING: P 121 1957
 PV0238_MARK LOGO: CGS   
 PV0238_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0238_ROD/PIPE-DEPTH: 6.1  meters
 PV0238
 PV0238  HISTORY     - Date     Condition        Report By
 PV0238  HISTORY     - 1957     MONUMENTED       CGS
 PV0238  HISTORY     - 1985     POOR             NGS
 PV0238
 PV0238                          STATION DESCRIPTION
 PV0238
 PV0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0238'3.2 MI E FROM GILLETTE.
 PV0238'3.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0238'FROM THE STATION AT GILLETTE, 65 FEET SOUTH AND ACROSS THE
 PV0238'TRACK FROM MILEPOST 594, 51 FEET SOUTH OF THE SOUTH RAIL, 96 FEET
 PV0238'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 16, 3 1/2 FEET SOUTH
 PV0238'OF THE FENCE 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 PV0238'ABOUT 1 FOOT ABOVE THE TRACK, A DISK ON THE TOP OF A 5/8-INCH
 PV0238'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 20 FEET AND IS
 PV0238'ENCASED IN A 6-INCH TILE THAT PROJECTS 8 INCHES.
 PV0238
 PV0238                          STATION RECOVERY (1985)
 PV0238
 PV0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0238'RECOVERED IN POOR CONDITION.  MARK HAS BEEN HIT BY A ROAD GRADER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0292 ***********************************************************************
 PV0292  DESIGNATION -  P 122
 PV0292  PID         -  PV0292
 PV0292  STATE/COUNTY-  WY/CAMPBELL
 PV0292  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0292
 PV0292                         *CURRENT SURVEY CONTROL
 PV0292  ___________________________________________________________________
 PV0292* NAD 83(1986)-  44 23 25.     (N)    105 48 08.     (W)     SCALED    
 PV0292* NAVD 88     -      1299.117  (meters)    4262.19   (feet)  ADJUSTED  
 PV0292  ___________________________________________________________________
 PV0292  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 PV0292  DYNAMIC HT  -        1298.584 (meters)    4260.44  (feet)  COMP
 PV0292  MODELED GRAV-     980,163.0   (mgal)                       NAVD 88
 PV0292
 PV0292  VERT ORDER  -  FIRST     CLASS II
 PV0292
 PV0292.The horizontal coordinates were scaled from a topographic map and have
 PV0292.an estimated accuracy of +/- 6 seconds.
 PV0292
 PV0292.The orthometric height was determined by differential leveling
 PV0292.and adjusted by the National Geodetic Survey in June 1991..
 PV0292
 PV0292.The geoid height was determined by GEOID03.
 PV0292
 PV0292.The dynamic height is computed by dividing the NAVD 88
 PV0292.geopotential number by the normal gravity value computed on the
 PV0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0292.degrees latitude (g = 980.6199 gals.).
 PV0292
 PV0292.The modeled gravity was interpolated from observed gravity values.
 PV0292
 PV0292;                    North         East    Units  Estimated Accuracy
 PV0292;SPC WY E     -   432,310.      149,360.      MT  (+/- 180 meters Scaled)
 PV0292
 PV0292                          SUPERSEDED SURVEY CONTROL
 PV0292
 PV0292  NGVD 29 (??/??/92) 1298.440  (m)         4259.97   (f) ADJ UNCH    1 2
 PV0292
 PV0292.Superseded values are not recommended for survey control.
 PV0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0292.See file dsdata.txt to determine how the superseded data were derived.
 PV0292
 PV0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK361155(NAD 83)
 PV0292_MARKER: DB = BENCH MARK DISK
 PV0292_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0292_SP_SET: 28 FEET
 PV0292_STAMPING: P 122 1957
 PV0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0292
 PV0292  HISTORY     - Date     Condition        Report By
 PV0292  HISTORY     - 1957     MONUMENTED       CGS
 PV0292
 PV0292                          STATION DESCRIPTION
 PV0292
 PV0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0292'18 MI NW FROM GILLETTE.
 PV0292'ABOUT 17.95 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0292'QUINCY RAILROAD FROM THE STATION AT GILLETTE, 6 POLES NORTHWEST
 PV0292'OF MILEPOST 615, 155 FEET WEST OF THE SWITCH STAND THAT IS AT THE
 PV0292'WEST END OF FELIX SIDING, 94 FEET SOUTHWEST OF THE SOUTHWEST
 PV0292'RAIL, 276 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD, IN
 PV0292'LINE WITH A T FENCE LEADING SOUTHWEST, 2 FEET NORTHEAST OF THE
 PV0292'FENCE CORNER POST, 2 FEET SOUTHEAST OF A CONCRETE WITNESS POST,
 PV0292'ABOUT 4 FEET ABOVE THE TRACK, A DISK ON THE TOP OF A 5/8-INCH
 PV0292'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 28 FEET AND
 PV0292'IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0096 ***********************************************************************
 PV0096  DESIGNATION -  P 124
 PV0096  PID         -  PV0096
 PV0096  STATE/COUNTY-  WY/WESTON
 PV0096  USGS QUAD   -  UPTON EAST (1984)
 PV0096
 PV0096                         *CURRENT SURVEY CONTROL
 PV0096  ___________________________________________________________________
 PV0096* NAD 83(1986)-  44 05 18.     (N)    104 36 56.     (W)     SCALED    
 PV0096* NAVD 88     -      1293.760  (meters)    4244.61   (feet)  ADJUSTED  
 PV0096  ___________________________________________________________________
 PV0096  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0096  DYNAMIC HT  -        1293.238 (meters)    4242.90  (feet)  COMP
 PV0096  MODELED GRAV-     980,169.6   (mgal)                       NAVD 88
 PV0096
 PV0096  VERT ORDER  -  FIRST     CLASS II
 PV0096
 PV0096.The horizontal coordinates were scaled from a topographic map and have
 PV0096.an estimated accuracy of +/- 6 seconds.
 PV0096
 PV0096.The orthometric height was determined by differential leveling
 PV0096.and adjusted by the National Geodetic Survey in June 1991..
 PV0096
 PV0096.The geoid height was determined by GEOID03.
 PV0096
 PV0096.The dynamic height is computed by dividing the NAVD 88
 PV0096.geopotential number by the normal gravity value computed on the
 PV0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0096.degrees latitude (g = 980.6199 gals.).
 PV0096
 PV0096.The modeled gravity was interpolated from observed gravity values.
 PV0096
 PV0096;                    North         East    Units  Estimated Accuracy
 PV0096;SPC WY E     -   398,710.      244,130.      MT  (+/- 180 meters Scaled)
 PV0096
 PV0096                          SUPERSEDED SURVEY CONTROL
 PV0096
 PV0096  NGVD 29 (??/??/92) 1293.138  (m)         4242.57   (f) ADJ UNCH    1 2
 PV0096
 PV0096.Superseded values are not recommended for survey control.
 PV0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0096.See file dsdata.txt to determine how the superseded data were derived.
 PV0096
 PV0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ307817(NAD 83)
 PV0096_MARKER: DB = BENCH MARK DISK
 PV0096_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0096_SP_SET: 8 FEET
 PV0096_STAMPING: P 124 1957
 PV0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0096
 PV0096  HISTORY     - Date     Condition        Report By
 PV0096  HISTORY     - 1957     MONUMENTED       CGS
 PV0096  HISTORY     - 1979     MARK NOT FOUND   USGS
 PV0096
 PV0096                          STATION DESCRIPTION
 PV0096
 PV0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0096'1 MI SE FROM UPTON.
 PV0096'0.95 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0096'RAILROAD FROM THE STATION AT UPTON, AT THE SOUTHWEST EDGE OF
 PV0096'A CEMETERY, 32 FEET NORTHEAST OF MILEPOST 548, 42 1/2 FEET
 PV0096'NORTHEAST OF THE NORTHEAST RAIL, 3 FEET SOUTHWEST OF THE FENCE
 PV0096'LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 PV0096'1 FOOT LOWER THAN THE TRACK, A DISK ON A 5/8-INCH COPPER COATED
 PV0096'ROD THAT IS DRIVEN TO A DEPTH OF 8 FEET AND IS ENCASED IN A
 PV0096'6-INCH TILE PROJECTING 4 INCHES.
 PV0096
 PV0096                          STATION RECOVERY (1979)
 PV0096
 PV0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0059 ***********************************************************************
 OU0059  DESIGNATION -  P 125
 OU0059  PID         -  OU0059
 OU0059  STATE/COUNTY-  WY/WESTON
 OU0059  USGS QUAD   -  PEDRO (1972)
 OU0059
 OU0059                         *CURRENT SURVEY CONTROL
 OU0059  ___________________________________________________________________
 OU0059* NAD 83(1986)-  43 52 48.     (N)    104 18 03.     (W)     SCALED    
 OU0059* NAVD 88     -      1273.031  (meters)    4176.60   (feet)  ADJUSTED  
 OU0059  ___________________________________________________________________
 OU0059  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OU0059  DYNAMIC HT  -        1272.474 (meters)    4174.78  (feet)  COMP
 OU0059  MODELED GRAV-     980,136.7   (mgal)                       NAVD 88
 OU0059
 OU0059  VERT ORDER  -  FIRST     CLASS II
 OU0059
 OU0059.The horizontal coordinates were scaled from a topographic map and have
 OU0059.an estimated accuracy of +/- 6 seconds.
 OU0059
 OU0059.The orthometric height was determined by differential leveling
 OU0059.and adjusted by the National Geodetic Survey in June 1991..
 OU0059
 OU0059.The geoid height was determined by GEOID03.
 OU0059
 OU0059.The dynamic height is computed by dividing the NAVD 88
 OU0059.geopotential number by the normal gravity value computed on the
 OU0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0059.degrees latitude (g = 980.6199 gals.).
 OU0059
 OU0059.The modeled gravity was interpolated from observed gravity values.
 OU0059
 OU0059;                    North         East    Units  Estimated Accuracy
 OU0059;SPC WY E     -   375,780.      269,580.      MT  (+/- 180 meters Scaled)
 OU0059
 OU0059                          SUPERSEDED SURVEY CONTROL
 OU0059
 OU0059  NGVD 29 (??/??/92) 1272.384  (m)         4174.48   (f) ADJ UNCH    1 2
 OU0059
 OU0059.Superseded values are not recommended for survey control.
 OU0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0059.See file dsdata.txt to determine how the superseded data were derived.
 OU0059
 OU0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ561587(NAD 83)
 OU0059_MARKER: DB = BENCH MARK DISK
 OU0059_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OU0059_SP_SET: BRIDGE ABUTMENT
 OU0059_STAMPING: P 125 1957
 OU0059_MARK LOGO: CGS   
 OU0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0059
 OU0059  HISTORY     - Date     Condition        Report By
 OU0059  HISTORY     - 1957     MONUMENTED       CGS
 OU0059  HISTORY     - 1985     GOOD             NGS
 OU0059
 OU0059                          STATION DESCRIPTION
 OU0059
 OU0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0059'5.5 MI NW FROM NEWCASTLE.
 OU0059'ABOUT 5.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0059'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN THE TOP OF THE
 OU0059'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE 526.12 OVER
 OU0059'OIL CREEK, 6 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT
 OU0059'1 FOOT BELOW THE RAIL.
 OU0059
 OU0059                          STATION RECOVERY (1985)
 OU0059
 OU0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0059'INACCESSIBLE, A BOARD WALK HAS BEEN BUILT OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0103 ***********************************************************************
 PV0103  DESIGNATION -  P 126
 PV0103  PID         -  PV0103
 PV0103  STATE/COUNTY-  WY/WESTON
 PV0103  USGS QUAD   -  THORNTON (1984)
 PV0103
 PV0103                         *CURRENT SURVEY CONTROL
 PV0103  ___________________________________________________________________
 PV0103* NAD 83(1986)-  44 08 43.     (N)    104 42 28.     (W)     SCALED    
 PV0103* NAVD 88     -      1332.073  (meters)    4370.31   (feet)  ADJUSTED  
 PV0103  ___________________________________________________________________
 PV0103  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0103  DYNAMIC HT  -        1331.535 (meters)    4368.54  (feet)  COMP
 PV0103  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 PV0103
 PV0103  VERT ORDER  -  FIRST     CLASS II
 PV0103
 PV0103.The horizontal coordinates were scaled from a topographic map and have
 PV0103.an estimated accuracy of +/- 6 seconds.
 PV0103
 PV0103.The orthometric height was determined by differential leveling
 PV0103.and adjusted by the National Geodetic Survey in June 1991..
 PV0103
 PV0103.The geoid height was determined by GEOID03.
 PV0103
 PV0103.The dynamic height is computed by dividing the NAVD 88
 PV0103.geopotential number by the normal gravity value computed on the
 PV0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0103.degrees latitude (g = 980.6199 gals.).
 PV0103
 PV0103.The modeled gravity was interpolated from observed gravity values.
 PV0103
 PV0103;                    North         East    Units  Estimated Accuracy
 PV0103;SPC WY E     -   404,990.      236,710.      MT  (+/- 180 meters Scaled)
 PV0103
 PV0103                          SUPERSEDED SURVEY CONTROL
 PV0103
 PV0103  NGVD 29 (??/??/92) 1331.443  (m)         4368.24   (f) ADJ UNCH    1 2
 PV0103
 PV0103.Superseded values are not recommended for survey control.
 PV0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0103.See file dsdata.txt to determine how the superseded data were derived.
 PV0103
 PV0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ233880(NAD 83)
 PV0103_MARKER: DB = BENCH MARK DISK
 PV0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0103_STAMPING: P 126 1957
 PV0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0103+STABILITY: SURFACE MOTION
 PV0103
 PV0103  HISTORY     - Date     Condition        Report By
 PV0103  HISTORY     - 1957     MONUMENTED       CGS
 PV0103  HISTORY     - 1979     MARK NOT FOUND   USGS
 PV0103
 PV0103                          STATION DESCRIPTION
 PV0103
 PV0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0103'5.1 MI NW FROM UPTON.
 PV0103'5.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0103'RAILROAD FROM THE STATION AT UPTON, 50 FEET NORTHEAST OF THE
 PV0103'2ND POLE NORTHWEST OF MILEPOST 554, 94 FEET NORTHEAST OF THE
 PV0103'NORTHEAST RAIL, 22 FEET NORTHWEST OF THE CENTER OF A GATE, 3 1/2
 PV0103'FEET SOUTHWEST OF A WOODEN SNOW FENCE, 2 1/2 FEET SOUTHEAST OF
 PV0103'A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST
 PV0103'PROJECTING 5 INCHES.
 PV0103
 PV0103                          STATION RECOVERY (1979)
 PV0103
 PV0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0027 ***********************************************************************
 PW0027  DESIGNATION -  P 127
 PW0027  PID         -  PW0027
 PW0027  STATE/COUNTY-  WY/SHERIDAN
 PW0027  USGS QUAD   -  LEITER (1971)
 PW0027
 PW0027                         *CURRENT SURVEY CONTROL
 PW0027  ___________________________________________________________________
 PW0027* NAD 83(1986)-  44 43 00.     (N)    106 17 37.     (W)     SCALED    
 PW0027* NAVD 88     -      1149.278  (meters)    3770.59   (feet)  ADJUSTED  
 PW0027  ___________________________________________________________________
 PW0027  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 PW0027  DYNAMIC HT  -        1148.848 (meters)    3769.18  (feet)  COMP
 PW0027  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 PW0027
 PW0027  VERT ORDER  -  FIRST     CLASS II
 PW0027
 PW0027.The horizontal coordinates were scaled from a topographic map and have
 PW0027.an estimated accuracy of +/- 6 seconds.
 PW0027
 PW0027.The orthometric height was determined by differential leveling
 PW0027.and adjusted by the National Geodetic Survey in June 1991..
 PW0027
 PW0027.The geoid height was determined by GEOID03.
 PW0027
 PW0027.The dynamic height is computed by dividing the NAVD 88
 PW0027.geopotential number by the normal gravity value computed on the
 PW0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0027.degrees latitude (g = 980.6199 gals.).
 PW0027
 PW0027.The modeled gravity was interpolated from observed gravity values.
 PW0027
 PW0027;                    North         East    Units  Estimated Accuracy
 PW0027;SPC WYEC     -   568,910.      482,380.      MT  (+/- 180 meters Scaled)
 PW0027
 PW0027                          SUPERSEDED SURVEY CONTROL
 PW0027
 PW0027  NGVD 29 (??/??/92) 1148.582  (m)         3768.31   (f) ADJ UNCH    1 2
 PW0027
 PW0027.Superseded values are not recommended for survey control.
 PW0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0027.See file dsdata.txt to determine how the superseded data were derived.
 PW0027
 PW0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK975522(NAD 83)
 PW0027_MARKER: DB = BENCH MARK DISK
 PW0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0027_STAMPING: P 127 1957
 PW0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0027+STABILITY: SURFACE MOTION
 PW0027
 PW0027  HISTORY     - Date     Condition        Report By
 PW0027  HISTORY     - 1957     MONUMENTED       CGS
 PW0027
 PW0027                          STATION DESCRIPTION
 PW0027
 PW0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0027'7.35 MI NE FROM CLEARMONT.
 PW0027'7.35 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0027'FROM THE STATION AT CLEARMONT, 93 FEET SOUTHEAST OF AND ACROSS THE
 PW0027'TRACK FROM THE 26TH POLE NORTHEAST OF MILEPOST 654, ABOUT 0.1 MILE
 PW0027'NORTHEAST OF A PRIVATE ROAD CROSSING, 54 FEET SOUTH-SOUTHEAST OF THE
 PW0027'NEAR RAIL, 150 FEET SOUTHWEST OF A CATTLEGUARD ACROSS THE TRACK, 40
 PW0027'FEET NORTH-NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS 14 AND 16, 6
 PW0027'FEET NORTHWEST OF A BRACE POLE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 PW0027'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND LEVEL WITH
 PW0027'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0151 ***********************************************************************
 PW0151  DESIGNATION -  P 128
 PW0151  PID         -  PW0151
 PW0151  STATE/COUNTY-  WY/SHERIDAN
 PW0151  USGS QUAD   -  JONES DRAW (1970)
 PW0151
 PW0151                         *CURRENT SURVEY CONTROL
 PW0151  ___________________________________________________________________
 PW0151* NAD 83(1986)-  44 47 24.     (N)    106 44 35.     (W)     SCALED    
 PW0151* NAVD 88     -      1157.386  (meters)    3797.19   (feet)  ADJUSTED  
 PW0151  ___________________________________________________________________
 PW0151  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 PW0151  DYNAMIC HT  -        1156.940 (meters)    3795.73  (feet)  COMP
 PW0151  MODELED GRAV-     980,192.3   (mgal)                       NAVD 88
 PW0151
 PW0151  VERT ORDER  -  FIRST     CLASS II
 PW0151
 PW0151.The horizontal coordinates were scaled from a topographic map and have
 PW0151.an estimated accuracy of +/- 6 seconds.
 PW0151
 PW0151.The orthometric height was determined by differential leveling
 PW0151.and adjusted by the National Geodetic Survey in June 1991..
 PW0151
 PW0151.The geoid height was determined by GEOID03.
 PW0151
 PW0151.The dynamic height is computed by dividing the NAVD 88
 PW0151.geopotential number by the normal gravity value computed on the
 PW0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0151.degrees latitude (g = 980.6199 gals.).
 PW0151
 PW0151.The modeled gravity was interpolated from observed gravity values.
 PW0151
 PW0151;                    North         East    Units  Estimated Accuracy
 PW0151;SPC WYEC     -   576,700.      446,710.      MT  (+/- 180 meters Scaled)
 PW0151
 PW0151                          SUPERSEDED SURVEY CONTROL
 PW0151
 PW0151  NGVD 29 (??/??/92) 1156.645  (m)         3794.76   (f) ADJ UNCH    1 2
 PW0151
 PW0151.Superseded values are not recommended for survey control.
 PW0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0151.See file dsdata.txt to determine how the superseded data were derived.
 PW0151
 PW0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK621611(NAD 83)
 PW0151_MARKER: DB = BENCH MARK DISK
 PW0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0151_SP_SET: ABUTMENT
 PW0151_STAMPING: P 128 1957
 PW0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0151
 PW0151  HISTORY     - Date     Condition        Report By
 PW0151  HISTORY     - 1957     MONUMENTED       CGS
 PW0151
 PW0151                          STATION DESCRIPTION
 PW0151
 PW0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0151'13.55 MI SE FROM SHERIDAN.
 PW0151'13.55 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0151'RAILROAD FROM THE STATION AT SHERIDAN, IN THE TOP OF THE SOUTHWEST END
 PW0151'OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 685.01, 5 1/2 FEET
 PW0151'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 PW0151'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0112 ***********************************************************************
 PW0112  DESIGNATION -  P 129
 PW0112  PID         -  PW0112
 PW0112  STATE/COUNTY-  WY/SHERIDAN
 PW0112  USGS QUAD   -  MONARCH (1978)
 PW0112
 PW0112                         *CURRENT SURVEY CONTROL
 PW0112  ___________________________________________________________________
 PW0112* NAD 83(1986)-  44 54 15.     (N)    107 00 06.     (W)     SCALED    
 PW0112* NAVD 88     -      1108.898  (meters)    3638.11   (feet)  ADJUSTED  
 PW0112  ___________________________________________________________________
 PW0112  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 PW0112  DYNAMIC HT  -        1108.528 (meters)    3636.90  (feet)  COMP
 PW0112  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 PW0112
 PW0112  VERT ORDER  -  FIRST     CLASS II
 PW0112
 PW0112.The horizontal coordinates were scaled from a topographic map and have
 PW0112.an estimated accuracy of +/- 6 seconds.
 PW0112
 PW0112.The orthometric height was determined by differential leveling
 PW0112.and adjusted by the National Geodetic Survey in June 1991..
 PW0112
 PW0112.The geoid height was determined by GEOID03.
 PW0112
 PW0112.The dynamic height is computed by dividing the NAVD 88
 PW0112.geopotential number by the normal gravity value computed on the
 PW0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0112.degrees latitude (g = 980.6199 gals.).
 PW0112
 PW0112.The modeled gravity was interpolated from observed gravity values.
 PW0112
 PW0112;                    North         East    Units  Estimated Accuracy
 PW0112;SPC WYEC     -   589,270.      426,190.      MT  (+/- 180 meters Scaled)
 PW0112
 PW0112                          SUPERSEDED SURVEY CONTROL
 PW0112
 PW0112  NGVD 29 (??/??/92) 1108.180  (m)         3635.75   (f) ADJ UNCH    1 2
 PW0112
 PW0112.Superseded values are not recommended for survey control.
 PW0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0112.See file dsdata.txt to determine how the superseded data were derived.
 PW0112
 PW0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK419742(NAD 83)
 PW0112_MARKER: DB = BENCH MARK DISK
 PW0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0112_SP_SET: FOUNDATION
 PW0112_STAMPING: P 129 1957
 PW0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0112
 PW0112  HISTORY     - Date     Condition        Report By
 PW0112  HISTORY     - 1957     MONUMENTED       CGS
 PW0112
 PW0112                          STATION DESCRIPTION
 PW0112
 PW0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0112'1.35 MI E FROM KLEEBURN.
 PW0112'1.35 MILES EAST ALONG THE CHICAGO, BURLINGTON, AND QUINCY RAILROAD
 PW0112'FROM THE STATION AT KLEEBURN, 9 POLES EAST OF MILEPOST 707, AT THE BIG
 PW0112'HORN COAL CO., SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE
 PW0112'FOUNDATION OF THE SOUTHWEST LEG OF A COAL CHUTE, 185 FEET NORTH OF THE
 PW0112'MAIN TRACK, AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0069 ***********************************************************************
 PY0069  DESIGNATION -  P 13
 PY0069  PID         -  PY0069
 PY0069  STATE/COUNTY-  WY/TETON
 PY0069  USGS QUAD   -  LEWIS CANYON (1996)
 PY0069
 PY0069                         *CURRENT SURVEY CONTROL
 PY0069  ___________________________________________________________________
 PY0069* NAD 83(1986)-  44 12 43.     (N)    110 39 59.     (W)     SCALED    
 PY0069* NAVD 88     -      2396.945  (meters)    7863.98   (feet)  ADJUSTED  
 PY0069  ___________________________________________________________________
 PY0069  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 PY0069  DYNAMIC HT  -        2395.332 (meters)    7858.69  (feet)  COMP
 PY0069  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 PY0069
 PY0069  VERT ORDER  -  FIRST     CLASS II
 PY0069
 PY0069.The horizontal coordinates were scaled from a topographic map and have
 PY0069.an estimated accuracy of +/- 6 seconds.
 PY0069
 PY0069.The orthometric height was determined by differential leveling
 PY0069.and adjusted by the National Geodetic Survey in June 1991..
 PY0069
 PY0069.The geoid height was determined by GEOID03.
 PY0069
 PY0069.The dynamic height is computed by dividing the NAVD 88
 PY0069.geopotential number by the normal gravity value computed on the
 PY0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0069.degrees latitude (g = 980.6199 gals.).
 PY0069
 PY0069.The modeled gravity was interpolated from observed gravity values.
 PY0069
 PY0069;                    North         East    Units  Estimated Accuracy
 PY0069;SPC WY W     -   512,460.      753,410.      MT  (+/- 180 meters Scaled)
 PY0069
 PY0069                          SUPERSEDED SURVEY CONTROL
 PY0069
 PY0069  NGVD 29 (??/??/92) 2395.675  (m)         7859.81   (f) ADJ UNCH    1 2
 PY0069
 PY0069.Superseded values are not recommended for survey control.
 PY0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0069.See file dsdata.txt to determine how the superseded data were derived.
 PY0069
 PY0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP266954(NAD 83)
 PY0069_MARKER: DB = BENCH MARK DISK
 PY0069_SETTING: 80 = SET IN A BOULDER
 PY0069_SP_SET: BOULDER
 PY0069_STAMPING: P 13 1923 7859.718
 PY0069_MARK LOGO: CGS   
 PY0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0069+STABILITY: SURFACE MOTION
 PY0069
 PY0069  HISTORY     - Date     Condition        Report By
 PY0069  HISTORY     - 1923     MONUMENTED       CGS
 PY0069  HISTORY     - 1956     GOOD             USGS
 PY0069  HISTORY     - 1977     GOOD             USGS
 PY0069
 PY0069                          STATION DESCRIPTION
 PY0069
 PY0069'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0069'5.9 MI N FROM SOUTH ENTRANCE.
 PY0069'5.9 MILES NORTH ALONG THE SOUTH ENTRANCE-THUMB RANGER STATION ROAD
 PY0069'FROM SOUTH ENTRANCE, YELLOWSTONE NATIONAL PARK, 12 FEET WEST OF THE
 PY0069'CENTERLINE OF THE ROAD, 2 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF
 PY0069'A BOULDER.  A STANDARD DISK, STAMPED 7859.718 P 13 1923.  NOTE-- USGS
 PY0069'REPORT MARK IS 2.1 MILES NORTH OF SOUTH ENTRANCE, YELLOWSTONE PARK,
 PY0069'WYOMING THENCE LEFT ON OLD SOUTH ENTRANCE ROAD 3.4 MILES.
 PY0069
 PY0069                          STATION RECOVERY (1977)
 PY0069
 PY0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PY0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0181 ***********************************************************************
 MO0181  DESIGNATION -  P 130
 MO0181  PID         -  MO0181
 MO0181  STATE/COUNTY-  WY/LARAMIE
 MO0181  USGS QUAD   -  POLE CREEK RANCH (1991)
 MO0181
 MO0181                         *CURRENT SURVEY CONTROL
 MO0181  ___________________________________________________________________
 MO0181* NAD 83(1986)-  41 17 33.     (N)    104 44 10.     (W)     SCALED    
 MO0181* NAVD 88     -      1823.823  (meters)    5983.66   (feet)  ADJUSTED  
 MO0181  ___________________________________________________________________
 MO0181  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 MO0181  DYNAMIC HT  -        1822.273 (meters)    5978.57  (feet)  COMP
 MO0181  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 MO0181
 MO0181  VERT ORDER  -  SECOND    CLASS 0
 MO0181
 MO0181.The horizontal coordinates were scaled from a topographic map and have
 MO0181.an estimated accuracy of +/- 6 seconds.
 MO0181
 MO0181.The orthometric height was determined by differential leveling
 MO0181.and adjusted by the National Geodetic Survey in June 1991..
 MO0181
 MO0181.The geoid height was determined by GEOID03.
 MO0181
 MO0181.The dynamic height is computed by dividing the NAVD 88
 MO0181.geopotential number by the normal gravity value computed on the
 MO0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0181.degrees latitude (g = 980.6199 gals.).
 MO0181
 MO0181.The modeled gravity was interpolated from observed gravity values.
 MO0181
 MO0181;                    North         East    Units  Estimated Accuracy
 MO0181;SPC WY E     -    88,090.      236,060.      MT  (+/- 180 meters Scaled)
 MO0181
 MO0181                          SUPERSEDED SURVEY CONTROL
 MO0181
 MO0181  NGVD 29 (??/??/92) 1822.839  (m)         5980.43   (f) ADJ UNCH    2 0
 MO0181
 MO0181.Superseded values are not recommended for survey control.
 MO0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0181.See file dsdata.txt to determine how the superseded data were derived.
 MO0181
 MO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF220712(NAD 83)
 MO0181_MARKER: DB = BENCH MARK DISK
 MO0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0181_STAMPING: P 130 1959
 MO0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0181+STABILITY: SURFACE MOTION
 MO0181
 MO0181  HISTORY     - Date     Condition        Report By
 MO0181  HISTORY     - 1959     MONUMENTED       CGS
 MO0181
 MO0181                          STATION DESCRIPTION
 MO0181
 MO0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0181'13.8 MI NE FROM CHEYENNE.
 MO0181'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0181'CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE
 MO0181'5.7 MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 6.9 MILES NORTHEAST
 MO0181'ON U.S. HIGHWAY 85, 115 FEET NORTH OF A FENCE CORNER, 77 FEET WEST
 MO0181'OF THE CENTER LINE OF THE HIGHWAY, 3.9 FEET NORTH OF A METAL
 MO0181'WITNESS POST AND 1 FOOT EAST OF THE RIGHT OF WAY FENCE ABOUT
 MO0181'LEVEL WITH THE HIGHWAY.  SET IN A CONCRETE POST LEVEL WITH THE
 MO0181'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1336 ***********************************************************************
 MO1336  DESIGNATION -  P 130 RESET
 MO1336  PID         -  MO1336
 MO1336  STATE/COUNTY-  WY/LARAMIE
 MO1336  USGS QUAD   -  POLE CREEK RANCH (1991)
 MO1336
 MO1336                         *CURRENT SURVEY CONTROL
 MO1336  ___________________________________________________________________
 MO1336* NAD 83(1986)-  41 17 33.     (N)    104 44 10.     (W)     SCALED    
 MO1336* NAVD 88     -      1824.38   (meters)    5985.5    (feet)  RESET     
 MO1336  ___________________________________________________________________
 MO1336  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 MO1336
 MO1336  VERT ORDER  -  THIRD
 MO1336
 MO1336.The horizontal coordinates were scaled from a topographic map and have
 MO1336.an estimated accuracy of +/- 6 seconds.
 MO1336
 MO1336.The orthometric height was computed from unverified reset data.
 MO1336
 MO1336.The geoid height was determined by GEOID03.
 MO1336
 MO1336;                    North         East    Units  Estimated Accuracy
 MO1336;SPC WY E     -    88,090.      236,060.      MT  (+/- 180 meters Scaled)
 MO1336
 MO1336                          SUPERSEDED SURVEY CONTROL
 MO1336
 MO1336  NGVD 29 (03/28/06) 1823.40   (m)         5982.3    (f) RESET       3  
 MO1336
 MO1336.Superseded values are not recommended for survey control.
 MO1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1336.See file dsdata.txt to determine how the superseded data were derived.
 MO1336
 MO1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF220712(NAD 83)
 MO1336_MARKER: DV = VERTICAL CONTROL DISK
 MO1336_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO1336_SP_SET: BRIDGE ABUTMENT
 MO1336_STAMPING: P 130 RESET 1987
 MO1336_MARK LOGO: NGS   
 MO1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1336+STABILITY: SURFACE MOTION
 MO1336
 MO1336  HISTORY     - Date     Condition        Report By
 MO1336  HISTORY     - 1987     MONUMENTED       WYHD
 MO1336
 MO1336                          STATION DESCRIPTION
 MO1336
 MO1336'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1987
 MO1336'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO1336'CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, 5.7 MILES NORTH
 MO1336'ON INTERSTATE 25, 6.9 MILES NORTHEAST ON U.S. HIGHWAY 85. 294 FEET
 MO1336'WEST-SOUTHWEST OF THE LEFT CORNER OF THE REAR FACE OF ABUTMENT NUMBER
 MO1336'1 ON THE LODGEPOLE CREEK BRIDGE.  APPROXIMATELY 84 FEET LEFT OF U.S.
 MO1336'85, STATION 341+33+.  THE WITNESS POST IS LOCATED APPROXIMATELY 3
 MO1336'FEET SOUTH OF THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0248 ***********************************************************************
 MQ0248  DESIGNATION -  P 131
 MQ0248  PID         -  MQ0248
 MQ0248  STATE/COUNTY-  WY/SWEETWATER
 MQ0248  USGS QUAD   -  PERU (1980)
 MQ0248
 MQ0248                         *CURRENT SURVEY CONTROL
 MQ0248  ___________________________________________________________________
 MQ0248* NAD 83(1986)-  41 33 38.     (N)    109 32 47.     (W)     SCALED    
 MQ0248* NAVD 88     -      1901.376  (meters)    6238.10   (feet)  ADJUSTED  
 MQ0248  ___________________________________________________________________
 MQ0248  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 MQ0248  DYNAMIC HT  -        1899.744 (meters)    6232.74  (feet)  COMP
 MQ0248  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 MQ0248
 MQ0248  VERT ORDER  -  FIRST     CLASS II
 MQ0248
 MQ0248.The horizontal coordinates were scaled from a topographic map and have
 MQ0248.an estimated accuracy of +/- 6 seconds.
 MQ0248
 MQ0248.The orthometric height was determined by differential leveling
 MQ0248.and adjusted by the National Geodetic Survey in June 1991..
 MQ0248.WARNING-Repeat measurements at this control monument indicate possible
 MQ0248.vertical movement.
 MQ0248
 MQ0248.The geoid height was determined by GEOID03.
 MQ0248
 MQ0248.The dynamic height is computed by dividing the NAVD 88
 MQ0248.geopotential number by the normal gravity value computed on the
 MQ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0248.degrees latitude (g = 980.6199 gals.).
 MQ0248
 MQ0248.The modeled gravity was interpolated from observed gravity values.
 MQ0248
 MQ0248;                    North         East    Units  Estimated Accuracy
 MQ0248;SPC WYWC     -   118,080.      533,570.      MT  (+/- 180 meters Scaled)
 MQ0248
 MQ0248                          SUPERSEDED SURVEY CONTROL
 MQ0248
 MQ0248  NGVD 29 (06/08/92) 1900.070  (m)         6233.81   (f) ADJUSTED    1 2
 MQ0248
 MQ0248.Superseded values are not recommended for survey control.
 MQ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0248.See file dsdata.txt to determine how the superseded data were derived.
 MQ0248
 MQ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM212020(NAD 83)
 MQ0248_MARKER: DB = BENCH MARK DISK
 MQ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0248_STAMPING: P 131 1958
 MQ0248_MARK LOGO: CGS   
 MQ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0248+STABILITY: SURFACE MOTION
 MQ0248
 MQ0248  HISTORY     - Date     Condition        Report By
 MQ0248  HISTORY     - 1958     MONUMENTED       CGS
 MQ0248  HISTORY     - 1974     GOOD             NGS
 MQ0248  HISTORY     - 1981     GOOD             NGS
 MQ0248  HISTORY     - 1983     GOOD             NGS
 MQ0248
 MQ0248                          STATION DESCRIPTION
 MQ0248
 MQ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0248'4.95 MI W FROM GREEN RIVER.
 MQ0248'ABOUT 4.95 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0248'GREEN RIVER, 105 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AT THE
 MQ0248'EAST END OF A CUT ON THE SLOPE OF A HILL, 2 FEET SOUTH OF A CONCRETE
 MQ0248'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE
 MQ0248'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 MQ0248
 MQ0248                          STATION RECOVERY (1974)
 MQ0248
 MQ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MQ0248'RECOVERED IN GOOD CONDITION.
 MQ0248
 MQ0248                          STATION RECOVERY (1981)
 MQ0248
 MQ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MQ0248'EXCEPT THAT NOW U.S. HIGHWAY 30 IS WYOMING STATE HIGHWAY 374.
 MQ0248
 MQ0248                          STATION RECOVERY (1983)
 MQ0248
 MQ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0248'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0248'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0059 ***********************************************************************
 MR0059  DESIGNATION -  P 133
 MR0059  PID         -  MR0059
 MR0059  STATE/COUNTY-  WY/UINTA
 MR0059  USGS QUAD   -  CARTER (1964)
 MR0059
 MR0059                         *CURRENT SURVEY CONTROL
 MR0059  ___________________________________________________________________
 MR0059* NAD 83(1986)-  41 27 50.     (N)    110 23 51.     (W)     SCALED    
 MR0059* NAVD 88     -      1972.973  (meters)    6473.00   (feet)  ADJUSTED  
 MR0059  ___________________________________________________________________
 MR0059  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 MR0059  DYNAMIC HT  -        1971.272 (meters)    6467.41  (feet)  COMP
 MR0059  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 MR0059
 MR0059  VERT ORDER  -  FIRST     CLASS II
 MR0059
 MR0059.The horizontal coordinates were scaled from a topographic map and have
 MR0059.an estimated accuracy of +/- 6 seconds.
 MR0059
 MR0059.The orthometric height was determined by differential leveling
 MR0059.and adjusted by the National Geodetic Survey in June 1991..
 MR0059
 MR0059.The geoid height was determined by GEOID03.
 MR0059
 MR0059.The dynamic height is computed by dividing the NAVD 88
 MR0059.geopotential number by the normal gravity value computed on the
 MR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0059.degrees latitude (g = 980.6199 gals.).
 MR0059
 MR0059.The modeled gravity was interpolated from observed gravity values.
 MR0059
 MR0059;                    North         East    Units  Estimated Accuracy
 MR0059;SPC WY W     -   207,080.      773,760.      MT  (+/- 180 meters Scaled)
 MR0059
 MR0059                          SUPERSEDED SURVEY CONTROL
 MR0059
 MR0059  NGVD 29 (06/08/92) 1971.706  (m)         6468.84   (f) ADJUSTED    1 2
 MR0059
 MR0059.Superseded values are not recommended for survey control.
 MR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0059.See file dsdata.txt to determine how the superseded data were derived.
 MR0059
 MR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL503904(NAD 83)
 MR0059_MARKER: DB = BENCH MARK DISK
 MR0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0059_SP_SET: RETAINING WALL
 MR0059_STAMPING: P 133 1958
 MR0059_MARK LOGO: CGS   
 MR0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0059
 MR0059  HISTORY     - Date     Condition        Report By
 MR0059  HISTORY     - 1958     MONUMENTED       CGS
 MR0059  HISTORY     - 1983     GOOD             NGS
 MR0059
 MR0059                          STATION DESCRIPTION
 MR0059
 MR0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0059'2.6 MI NE FROM CARTER.
 MR0059'ABOUT 2.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0059'STATION AT CARTER, 4 POLES NORTHEAST OF MILEPOST 873, IN THE TOP OF
 MR0059'THE WEST END OF THE SOUTHWEST CONCRETE RETAINING WALL OF BRIDGE
 MR0059'872.90, 6 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 1 1/2 FEET
 MR0059'BELOW THE LEVEL OF THE TRACKS.
 MR0059
 MR0059                          STATION RECOVERY (1983)
 MR0059
 MR0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0134 ***********************************************************************
 MR0134  DESIGNATION -  P 134
 MR0134  PID         -  MR0134
 MR0134  STATE/COUNTY-  WY/UINTA
 MR0134  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0134
 MR0134                         *CURRENT SURVEY CONTROL
 MR0134  ___________________________________________________________________
 MR0134* NAD 83(1986)-  41 11 32.     (N)    110 47 22.     (W)     SCALED    
 MR0134* NAVD 88     -      2200.598  (meters)    7219.80   (feet)  ADJUSTED  
 MR0134  ___________________________________________________________________
 MR0134  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 MR0134  DYNAMIC HT  -        2198.519 (meters)    7212.97  (feet)  COMP
 MR0134  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 MR0134
 MR0134  VERT ORDER  -  FIRST     CLASS II
 MR0134
 MR0134.The horizontal coordinates were scaled from a topographic map and have
 MR0134.an estimated accuracy of +/- 6 seconds.
 MR0134
 MR0134.The orthometric height was determined by differential leveling
 MR0134.and adjusted by the National Geodetic Survey in June 1991..
 MR0134
 MR0134.The geoid height was determined by GEOID03.
 MR0134
 MR0134.The dynamic height is computed by dividing the NAVD 88
 MR0134.geopotential number by the normal gravity value computed on the
 MR0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0134.degrees latitude (g = 980.6199 gals.).
 MR0134
 MR0134.The modeled gravity was interpolated from observed gravity values.
 MR0134
 MR0134;                    North         East    Units  Estimated Accuracy
 MR0134;SPC WY W     -   177,110.      740,770.      MT  (+/- 180 meters Scaled)
 MR0134
 MR0134                          SUPERSEDED SURVEY CONTROL
 MR0134
 MR0134  NGVD 29 (06/08/92) 2199.253  (m)         7215.38   (f) ADJUSTED    1 2
 MR0134
 MR0134.Superseded values are not recommended for survey control.
 MR0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0134.See file dsdata.txt to determine how the superseded data were derived.
 MR0134
 MR0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL176601(NAD 83)
 MR0134_MARKER: DB = BENCH MARK DISK
 MR0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0134_SP_SET: CULVERT
 MR0134_STAMPING: P 134 1958
 MR0134_MARK LOGO: CGS   
 MR0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0134
 MR0134  HISTORY     - Date     Condition        Report By
 MR0134  HISTORY     - 1958     MONUMENTED       CGS
 MR0134  HISTORY     - 1983     GOOD             NGS
 MR0134
 MR0134                          STATION DESCRIPTION
 MR0134
 MR0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0134'0.45 MI S FROM ALTAMONT.
 MR0134'ABOUT 0.45 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0134'STATION AT ALTAMONT, 2 POLES SOUTH OF MILEPOST 904, IN THE TOP OF THE
 MR0134'SOUTH END OF THE EAST HEAD WALL OF A SMALL CONCRETE CULVERT, ABOUT 400
 MR0134'FEET NORTH OF A STOCK PEN AND LOADING CHUTE, 39 FEET EAST OF THE EAST
 MR0134'RAIL OF A SIDE TRACK, 85 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 MR0134'AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACKS.
 MR0134
 MR0134                          STATION RECOVERY (1983)
 MR0134
 MR0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0121 ***********************************************************************
 MR0121  DESIGNATION -  P 135
 MR0121  PID         -  MR0121
 MR0121  STATE/COUNTY-  WY/UINTA
 MR0121  USGS QUAD   -  RAGAN (1978)
 MR0121
 MR0121                         *CURRENT SURVEY CONTROL
 MR0121  ___________________________________________________________________
 MR0121* NAD 83(1986)-  41 17 51.     (N)    110 38 02.     (W)     SCALED    
 MR0121* NAVD 88     -      2070.484  (meters)    6792.91   (feet)  ADJUSTED  
 MR0121  ___________________________________________________________________
 MR0121  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 MR0121  DYNAMIC HT  -        2068.620 (meters)    6786.80  (feet)  COMP
 MR0121  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 MR0121
 MR0121  VERT ORDER  -  FIRST     CLASS II
 MR0121
 MR0121.The horizontal coordinates were scaled from a topographic map and have
 MR0121.an estimated accuracy of +/- 6 seconds.
 MR0121
 MR0121.The orthometric height was determined by differential leveling
 MR0121.and adjusted by the National Geodetic Survey in June 1991..
 MR0121.WARNING-Repeat measurements at this control monument indicate possible
 MR0121.vertical movement.
 MR0121
 MR0121.The geoid height was determined by GEOID03.
 MR0121
 MR0121.The dynamic height is computed by dividing the NAVD 88
 MR0121.geopotential number by the normal gravity value computed on the
 MR0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0121.degrees latitude (g = 980.6199 gals.).
 MR0121
 MR0121.The modeled gravity was interpolated from observed gravity values.
 MR0121
 MR0121;                    North         East    Units  Estimated Accuracy
 MR0121;SPC WY W     -   188,710.      753,890.      MT  (+/- 180 meters Scaled)
 MR0121
 MR0121                          SUPERSEDED SURVEY CONTROL
 MR0121
 MR0121  NGVD 29 (06/08/92) 2069.194  (m)         6788.68   (f) ADJUSTED    1 2
 MR0121
 MR0121.Superseded values are not recommended for survey control.
 MR0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0121.See file dsdata.txt to determine how the superseded data were derived.
 MR0121
 MR0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL306718(NAD 83)
 MR0121_MARKER: DB = BENCH MARK DISK
 MR0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0121_STAMPING: P 135 1958
 MR0121_MARK LOGO: CGS   
 MR0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0121+STABILITY: SURFACE MOTION
 MR0121
 MR0121  HISTORY     - Date     Condition        Report By
 MR0121  HISTORY     - 1958     MONUMENTED       CGS
 MR0121  HISTORY     - 1983     GOOD             NGS
 MR0121
 MR0121                          STATION DESCRIPTION
 MR0121
 MR0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0121'11.1 MI NE FROM ALTAMONT.
 MR0121'ABOUT 11.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0121'STATION AT ALTAMONT, ABOUT 0.5 MILE NORTH OF MILEPOST 893, ABOUT 0.1
 MR0121'MILE SOUTH OF THE STATE HIGHWAY 80 OVERPASS, 69 FEET EAST OF THE EAST
 MR0121'RAIL, 19 FEET EAST OF THE RIGHT OF WAY FENCE, 5 FEET SOUTHWEST OF A
 MR0121'TELEPHONE POLE, 2 FEET EAST OF A METAL WITNESS POST, ABOUT 5 FEET
 MR0121'BELOW THE LEVEL OF THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 MR0121'PROJECTING 8 INCHES.
 MR0121
 MR0121                          STATION RECOVERY (1983)
 MR0121
 MR0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0399 ***********************************************************************
 MP0399  DESIGNATION -  P 14
 MP0399  PID         -  MP0399
 MP0399  STATE/COUNTY-  WY/CARBON
 MP0399  USGS QUAD   -  EIGHTMILE LAKE (1981)
 MP0399
 MP0399                         *CURRENT SURVEY CONTROL
 MP0399  ___________________________________________________________________
 MP0399* NAD 83(1986)-  41 32 16.     (N)    107 55 04.     (W)     SCALED    
 MP0399* NAVD 88     -      2044.635  (meters)    6708.11   (feet)  ADJUSTED  
 MP0399  ___________________________________________________________________
 MP0399  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 MP0399  DYNAMIC HT  -        2042.801 (meters)    6702.09  (feet)  COMP
 MP0399  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 MP0399
 MP0399  VERT ORDER  -  FIRST     CLASS II
 MP0399
 MP0399.The horizontal coordinates were scaled from a topographic map and have
 MP0399.an estimated accuracy of +/- 6 seconds.
 MP0399
 MP0399.The orthometric height was determined by differential leveling
 MP0399.and adjusted by the National Geodetic Survey in June 1991..
 MP0399
 MP0399.The geoid height was determined by GEOID03.
 MP0399
 MP0399.The dynamic height is computed by dividing the NAVD 88
 MP0399.geopotential number by the normal gravity value computed on the
 MP0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0399.degrees latitude (g = 980.6199 gals.).
 MP0399
 MP0399.The modeled gravity was interpolated from observed gravity values.
 MP0399
 MP0399;                    North         East    Units  Estimated Accuracy
 MP0399;SPC WYEC     -   215,410.      351,230.      MT  (+/- 180 meters Scaled)
 MP0399
 MP0399                          SUPERSEDED SURVEY CONTROL
 MP0399
 MP0399  NGVD 29 (??/??/92) 2043.312  (m)         6703.77   (f) ADJ UNCH    1 2
 MP0399
 MP0399.Superseded values are not recommended for survey control.
 MP0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0399.See file dsdata.txt to determine how the superseded data were derived.
 MP0399
 MP0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG566025(NAD 83)
 MP0399_MARKER: DB = BENCH MARK DISK
 MP0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0399_STAMPING: P 14 1933
 MP0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0399+STABILITY: SURFACE MOTION
 MP0399
 MP0399  HISTORY     - Date     Condition        Report By
 MP0399  HISTORY     - 1933     MONUMENTED       CGS
 MP0399  HISTORY     - 1956     GOOD             NGS
 MP0399
 MP0399                          STATION DESCRIPTION
 MP0399
 MP0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0399'9.8 MI S FROM WAMSUTTER.
 MP0399'9.8 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 MP0399'RAILROAD STATION AT WAMSUTTER, 42 FEET NORTHEAST OF THE CENTER LINE OF
 MP0399'A NORTHWEST AND SOUTHEAST ROAD, 64 FEET NORTHWEST OF A TELEPHONE POLE,
 MP0399'16 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING NORTHEAST, 3
 MP0399'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0399'IS FLUSH WITH THE GROUND, IN SECTION 18, TOWNSHIP 18 NORTH, RANGE 93
 MP0399'WEST.  THIS MARK HAS BEEN HIT BY A GRADER AND IS LEANING ABOUT 10
 MP0399'DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0041 ***********************************************************************
 MP0041  DESIGNATION -  P 141
 MP0041  PID         -  MP0041
 MP0041  STATE/COUNTY-  WY/CARBON
 MP0041  USGS QUAD   -  MEDICINE BOW (1971)
 MP0041
 MP0041                         *CURRENT SURVEY CONTROL
 MP0041  ___________________________________________________________________
 MP0041* NAD 83(1986)-  41 56 32.     (N)    106 10 26.     (W)     SCALED    
 MP0041* NAVD 88     -      2029.112  (meters)    6657.18   (feet)  ADJUSTED  
 MP0041  ___________________________________________________________________
 MP0041  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 MP0041  DYNAMIC HT  -        2027.437 (meters)    6651.68  (feet)  COMP
 MP0041  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 MP0041
 MP0041  VERT ORDER  -  SECOND    CLASS 0
 MP0041
 MP0041.The horizontal coordinates were scaled from a topographic map and have
 MP0041.an estimated accuracy of +/- 6 seconds.
 MP0041
 MP0041.The orthometric height was determined by differential leveling
 MP0041.and adjusted by the National Geodetic Survey in June 1991..
 MP0041
 MP0041.The geoid height was determined by GEOID03.
 MP0041
 MP0041.The dynamic height is computed by dividing the NAVD 88
 MP0041.geopotential number by the normal gravity value computed on the
 MP0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0041.degrees latitude (g = 980.6199 gals.).
 MP0041
 MP0041.The modeled gravity was interpolated from observed gravity values.
 MP0041
 MP0041;                    North         East    Units  Estimated Accuracy
 MP0041;SPC WYEC     -   260,810.      496,140.      MT  (+/- 180 meters Scaled)
 MP0041
 MP0041                          SUPERSEDED SURVEY CONTROL
 MP0041
 MP0041  NGVD 29 (??/??/92) 2028.01   (m)         6653.6    (f) COMPUTED    2 0
 MP0041
 MP0041.Superseded values are not recommended for survey control.
 MP0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0041.See file dsdata.txt to determine how the superseded data were derived.
 MP0041
 MP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG026440(NAD 83)
 MP0041_MARKER: DB = BENCH MARK DISK
 MP0041_SETTING: 66 = SET IN ROCK OUTCROP
 MP0041_SP_SET: ROCK OUTCROP
 MP0041_STAMPING: P 141 1959
 MP0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0041+STABILITY: POSITION/ELEVATION WELL
 MP0041
 MP0041  HISTORY     - Date     Condition        Report By
 MP0041  HISTORY     - 1959     MONUMENTED       CGS
 MP0041
 MP0041                          STATION DESCRIPTION
 MP0041
 MP0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MP0041'4.1 MI N FROM MEDICINE BOW.
 MP0041'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 MP0041'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 3.9 MILES NORTH ALONG A
 MP0041'PAVED ROAD, 65 FEET WEST OF THE CENTER LINE OF THE ROAD, IN SECTION
 MP0041'28, R 78 W, T 23 N, IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE
 MP0041'GROUND, ABOUT 0.25 MILE SOUTH OF THE NEW BRIDGE OVER LITTLE MEDICINE
 MP0041'BOW RIVER, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0120 ***********************************************************************
 NR0120  DESIGNATION -  P 142
 NR0120  PID         -  NR0120
 NR0120  STATE/COUNTY-  WY/NATRONA
 NR0120  USGS QUAD   -  BATES CREEK RESERVOIR (1984)
 NR0120
 NR0120                         *CURRENT SURVEY CONTROL
 NR0120  ___________________________________________________________________
 NR0120* NAD 83(1986)-  42 27 22.     (N)    106 14 55.     (W)     SCALED    
 NR0120* NAVD 88     -      2248.365  (meters)    7376.51   (feet)  ADJUSTED  
 NR0120  ___________________________________________________________________
 NR0120  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 NR0120  DYNAMIC HT  -        2246.608 (meters)    7370.75  (feet)  COMP
 NR0120  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 NR0120
 NR0120  VERT ORDER  -  SECOND    CLASS 0
 NR0120
 NR0120.The horizontal coordinates were scaled from a topographic map and have
 NR0120.an estimated accuracy of +/- 6 seconds.
 NR0120
 NR0120.The orthometric height was determined by differential leveling
 NR0120.and adjusted by the National Geodetic Survey in June 1991..
 NR0120
 NR0120.The geoid height was determined by GEOID03.
 NR0120
 NR0120.The dynamic height is computed by dividing the NAVD 88
 NR0120.geopotential number by the normal gravity value computed on the
 NR0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0120.degrees latitude (g = 980.6199 gals.).
 NR0120
 NR0120.The modeled gravity was interpolated from observed gravity values.
 NR0120
 NR0120;                    North         East    Units  Estimated Accuracy
 NR0120;SPC WYEC     -   317,810.      489,220.      MT  (+/- 180 meters Scaled)
 NR0120
 NR0120                          SUPERSEDED SURVEY CONTROL
 NR0120
 NR0120  NGVD 29 (??/??/92) 2247.263  (m)         7372.90   (f) ADJ UNCH    2 0
 NR0120
 NR0120.Superseded values are not recommended for survey control.
 NR0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0120.See file dsdata.txt to determine how the superseded data were derived.
 NR0120
 NR0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH973011(NAD 83)
 NR0120_MARKER: DB = BENCH MARK DISK
 NR0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0120_STAMPING: P 142 1959
 NR0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0120+STABILITY: SURFACE MOTION
 NR0120
 NR0120  HISTORY     - Date     Condition        Report By
 NR0120  HISTORY     - 1959     MONUMENTED       CGS
 NR0120
 NR0120                          STATION DESCRIPTION
 NR0120
 NR0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0120'44.2 MI S FROM CASPER.
 NR0120'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0120'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0120'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0120'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0120'ROAD, THENCE ABOUT 19.4 MILES SOUTHEAST ALONG A DIRT ROAD, AT THE
 NR0120'JUNCTION OF A TRAIL ROAD LEADING SOUTHWEST, 48 FEET NORTHEAST OF THE
 NR0120'CENTER LINE OF THE ROAD, IN SECTION 25, R 79 W, T 29 N, 83 FEET NORTH
 NR0120'OF THE CENTER OF THE JUNCTION, ABOUT LEVEL WITH THE ROAD, AND IN THE
 NR0120'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0349 ***********************************************************************
 NQ0349  DESIGNATION -  P 143
 NQ0349  PID         -  NQ0349
 NQ0349  STATE/COUNTY-  WY/PLATTE
 NQ0349  USGS QUAD   -  FLETCHER PARK (1992)
 NQ0349
 NQ0349                         *CURRENT SURVEY CONTROL
 NQ0349  ___________________________________________________________________
 NQ0349* NAD 83(1986)-  42 08 46.     (N)    105 16 39.     (W)     SCALED    
 NQ0349* NAVD 88     -      1716.202  (meters)    5630.57   (feet)  ADJUSTED  
 NQ0349  ___________________________________________________________________
 NQ0349  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 NQ0349  DYNAMIC HT  -        1715.057 (meters)    5626.82  (feet)  COMP
 NQ0349  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 NQ0349
 NQ0349  VERT ORDER  -  SECOND    CLASS 0
 NQ0349
 NQ0349.The horizontal coordinates were scaled from a topographic map and have
 NQ0349.an estimated accuracy of +/- 6 seconds.
 NQ0349
 NQ0349.The orthometric height was determined by differential leveling
 NQ0349.and adjusted by the National Geodetic Survey in June 1991..
 NQ0349
 NQ0349.The geoid height was determined by GEOID03.
 NQ0349
 NQ0349.The dynamic height is computed by dividing the NAVD 88
 NQ0349.geopotential number by the normal gravity value computed on the
 NQ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0349.degrees latitude (g = 980.6199 gals.).
 NQ0349
 NQ0349.The modeled gravity was interpolated from observed gravity values.
 NQ0349
 NQ0349;                    North         East    Units  Estimated Accuracy
 NQ0349;SPC WY E     -   182,810.      190,840.      MT  (+/- 180 meters Scaled)
 NQ0349
 NQ0349                          SUPERSEDED SURVEY CONTROL
 NQ0349
 NQ0349  NGVD 29 (??/??/92) 1715.370  (m)         5627.84   (f) ADJ UNCH    2 0
 NQ0349
 NQ0349.Superseded values are not recommended for survey control.
 NQ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0349.See file dsdata.txt to determine how the superseded data were derived.
 NQ0349
 NQ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG770660(NAD 83)
 NQ0349_MARKER: DB = BENCH MARK DISK
 NQ0349_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0349_SP_SET: ROCK OUTCROP
 NQ0349_STAMPING: P 143 1959
 NQ0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0349+STABILITY: POSITION/ELEVATION WELL
 NQ0349
 NQ0349  HISTORY     - Date     Condition        Report By
 NQ0349  HISTORY     - 1959     MONUMENTED       CGS
 NQ0349
 NQ0349                          STATION DESCRIPTION
 NQ0349
 NQ0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0349'21.8 MI NW FROM WHEATLAND.
 NQ0349'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0349'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0349'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0349'A PAVED ROAD, THENCE ABOUT 5.9 MILES WEST ALONG A GRADED DIRT
 NQ0349'ROAD, IN THE NORTHWEST 1/4 OF SECTION 17, T 25 N, R 70 W, 80 FEET
 NQ0349'NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A LARGE
 NQ0349'GRANITE ROCK OUTCROP WHICH PROJECTS ABOUT 3 FEET ON THE EAST
 NQ0349'SIDE, ABOUT 0.4 MILE NORTH OF A LOG CABIN, A BARN, AND A CORRAL,
 NQ0349'ABOUT 0.1 MILE EAST OF A PIPE LINE CROSSING THE ROAD AT A CURVE,
 NQ0349'IN THE EAST EDGE OF THE TIMBER LINE, 63 FEET SOUTH OF AN
 NQ0349'EAST-WEST FENCE, 38 FEET NORTH-NORTHWEST OF THE CENTER OF A
 NQ0349'SMALL WASH, 8 1/2 FEET SOUTH OF A TELEPHONE POLE, AND ABOUT 12
 NQ0349'FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0374 ***********************************************************************
 NQ0374  DESIGNATION -  P 144
 NQ0374  PID         -  NQ0374
 NQ0374  STATE/COUNTY-  WY/ALBANY
 NQ0374  USGS QUAD   -  GARRETT (1968)
 NQ0374
 NQ0374                         *CURRENT SURVEY CONTROL
 NQ0374  ___________________________________________________________________
 NQ0374* NAD 83(1986)-  42 05 37.     (N)    105 33 42.     (W)     SCALED    
 NQ0374* NAVD 88     -      2156.470  (meters)    7075.02   (feet)  ADJUSTED  
 NQ0374  ___________________________________________________________________
 NQ0374  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 NQ0374  DYNAMIC HT  -        2154.828 (meters)    7069.63  (feet)  COMP
 NQ0374  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 NQ0374
 NQ0374  VERT ORDER  -  SECOND    CLASS 0
 NQ0374
 NQ0374.The horizontal coordinates were scaled from a topographic map and have
 NQ0374.an estimated accuracy of +/- 6 seconds.
 NQ0374
 NQ0374.The orthometric height was determined by differential leveling
 NQ0374.and adjusted by the National Geodetic Survey in June 1991..
 NQ0374
 NQ0374.The geoid height was determined by GEOID03.
 NQ0374
 NQ0374.The dynamic height is computed by dividing the NAVD 88
 NQ0374.geopotential number by the normal gravity value computed on the
 NQ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0374.degrees latitude (g = 980.6199 gals.).
 NQ0374
 NQ0374.The modeled gravity was interpolated from observed gravity values.
 NQ0374
 NQ0374;                    North         East    Units  Estimated Accuracy
 NQ0374;SPC WY E     -   177,050.      167,320.      MT  (+/- 180 meters Scaled)
 NQ0374
 NQ0374                          SUPERSEDED SURVEY CONTROL
 NQ0374
 NQ0374  NGVD 29 (??/??/92) 2155.506  (m)         7071.86   (f) ADJ UNCH    2 0
 NQ0374
 NQ0374.Superseded values are not recommended for survey control.
 NQ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0374.See file dsdata.txt to determine how the superseded data were derived.
 NQ0374
 NQ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG535603(NAD 83)
 NQ0374_MARKER: DB = BENCH MARK DISK
 NQ0374_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0374_SP_SET: ROCK OUTCROP
 NQ0374_STAMPING: P 144 1959
 NQ0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0374+STABILITY: POSITION/ELEVATION WELL
 NQ0374
 NQ0374  HISTORY     - Date     Condition        Report By
 NQ0374  HISTORY     - 1959     MONUMENTED       CGS
 NQ0374
 NQ0374                          STATION DESCRIPTION
 NQ0374
 NQ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0374'4.4 MI E FROM GARRETT.
 NQ0374'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0374'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG
 NQ0374'A GRADED DIRT ROAD, THENCE ABOUT 0.9 MILE NORTHEAST ALONG A
 NQ0374'TRACK ROAD, IN SECTION 35, T 25 N, R 73 W, 49 FEET SOUTH OF THE
 NQ0374'CENTER LINE OF THE ROAD, IN THE TOP OF A NARROW STRATA OF ROCK
 NQ0374'OUTCROP WHICH RUNS IN A NORTHEAST-SOUTHWEST DIRECTION, PROJECTING
 NQ0374'1 1/2 FEET, ABOUT 0.35 MILE WEST OF A FENCE, ABOUT 0.1 MILE
 NQ0374'SOUTH OF A FENCE, ABOUT 133 YARDS SOUTH OF A ROCK OUTCROP WHICH
 NQ0374'PROJECTS ABOUT 6 FEET, 83 FEET NORTH OF A NARROW DITCH, AND
 NQ0374'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0398 ***********************************************************************
 NQ0398  DESIGNATION -  P 145
 NQ0398  PID         -  NQ0398
 NQ0398  STATE/COUNTY-  WY/ALBANY
 NQ0398  USGS QUAD   -  ROGERS CREEK (1968)
 NQ0398
 NQ0398                         *CURRENT SURVEY CONTROL
 NQ0398  ___________________________________________________________________
 NQ0398* NAD 83(1986)-  42 14 13.     (N)    105 50 51.     (W)     SCALED    
 NQ0398* NAVD 88     -      2185.020  (meters)    7168.69   (feet)  ADJUSTED  
 NQ0398  ___________________________________________________________________
 NQ0398  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 NQ0398  DYNAMIC HT  -        2183.321 (meters)    7163.11  (feet)  COMP
 NQ0398  MODELED GRAV-     979,765.0   (mgal)                       NAVD 88
 NQ0398
 NQ0398  VERT ORDER  -  SECOND    CLASS 0
 NQ0398
 NQ0398.The horizontal coordinates were scaled from a topographic map and have
 NQ0398.an estimated accuracy of +/- 6 seconds.
 NQ0398
 NQ0398.The orthometric height was determined by differential leveling
 NQ0398.and adjusted by the National Geodetic Survey in June 1991..
 NQ0398
 NQ0398.The geoid height was determined by GEOID03.
 NQ0398
 NQ0398.The dynamic height is computed by dividing the NAVD 88
 NQ0398.geopotential number by the normal gravity value computed on the
 NQ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0398.degrees latitude (g = 980.6199 gals.).
 NQ0398
 NQ0398.The modeled gravity was interpolated from observed gravity values.
 NQ0398
 NQ0398;                    North         East    Units  Estimated Accuracy
 NQ0398;SPC WY E     -   193,120.      143,810.      MT  (+/- 180 meters Scaled)
 NQ0398
 NQ0398                          SUPERSEDED SURVEY CONTROL
 NQ0398
 NQ0398  NGVD 29 (??/??/92) 2183.984  (m)         7165.29   (f) ADJ UNCH    2 0
 NQ0398
 NQ0398.Superseded values are not recommended for survey control.
 NQ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0398.See file dsdata.txt to determine how the superseded data were derived.
 NQ0398
 NQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG300764(NAD 83)
 NQ0398_MARKER: DB = BENCH MARK DISK
 NQ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0398_STAMPING: P 145 1959
 NQ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0398+STABILITY: SURFACE MOTION
 NQ0398
 NQ0398  HISTORY     - Date     Condition        Report By
 NQ0398  HISTORY     - 1959     MONUMENTED       CGS
 NQ0398
 NQ0398                          STATION DESCRIPTION
 NQ0398
 NQ0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0398'20.1 MI NW FROM GARRETT.
 NQ0398'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE
 NQ0398'OLD POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG A
 NQ0398'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6
 NQ0398'MILE SOUTH ALONG THE OLD FETTERMAN ROAD WHICH IS COUNTY ROAD
 NQ0398'61, THENCE ABOUT 10.85 MILES NORTHWEST ALONG A GRADED DIRT
 NQ0398'ROAD WHICH IS COUNTY ROAD 64, 74 FEET SOUTH OF THE CENTER LINE
 NQ0398'OF THE ROAD, IN THE WEST SIDE OF SECTION 9, T 26 N, R 75 W,
 NQ0398'ABOUT 0.5 MILE NORTHWEST OF A WOODEN BRIDGE OVER A WASH, 126 FEET
 NQ0398'SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 58 FEET
 NQ0398'EAST OF A FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT
 NQ0398'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 NQ0398'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0128 ***********************************************************************
 NR0128  DESIGNATION -  P 146
 NR0128  PID         -  NR0128
 NR0128  STATE/COUNTY-  WY/ALBANY
 NR0128  USGS QUAD   -  CHALK HILLS (1984)
 NR0128
 NR0128                         *CURRENT SURVEY CONTROL
 NR0128  ___________________________________________________________________
 NR0128* NAD 83(1986)-  42 22 18.     (N)    106 02 36.     (W)     SCALED    
 NR0128* NAVD 88     -      2179.625  (meters)    7150.99   (feet)  ADJUSTED  
 NR0128  ___________________________________________________________________
 NR0128  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 NR0128  DYNAMIC HT  -        2177.972 (meters)    7145.56  (feet)  COMP
 NR0128  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 NR0128
 NR0128  VERT ORDER  -  SECOND    CLASS 0
 NR0128
 NR0128.The horizontal coordinates were scaled from a topographic map and have
 NR0128.an estimated accuracy of +/- 6 seconds.
 NR0128
 NR0128.The orthometric height was determined by differential leveling
 NR0128.and adjusted by the National Geodetic Survey in June 1991..
 NR0128
 NR0128.The geoid height was determined by GEOID03.
 NR0128
 NR0128.The dynamic height is computed by dividing the NAVD 88
 NR0128.geopotential number by the normal gravity value computed on the
 NR0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0128.degrees latitude (g = 980.6199 gals.).
 NR0128
 NR0128.The modeled gravity was interpolated from observed gravity values.
 NR0128
 NR0128;                    North         East    Units  Estimated Accuracy
 NR0128;SPC WY E     -   208,230.      127,800.      MT  (+/- 180 meters Scaled)
 NR0128
 NR0128                          SUPERSEDED SURVEY CONTROL
 NR0128
 NR0128  NGVD 29 (??/??/92) 2178.59   (m)         7147.6    (f) COMPUTED    2 0
 NR0128
 NR0128.Superseded values are not recommended for survey control.
 NR0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0128.See file dsdata.txt to determine how the superseded data were derived.
 NR0128
 NR0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG140915(NAD 83)
 NR0128_MARKER: DB = BENCH MARK DISK
 NR0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0128_STAMPING: P 146 1959
 NR0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0128+STABILITY: SURFACE MOTION
 NR0128
 NR0128  HISTORY     - Date     Condition        Report By
 NR0128  HISTORY     - 1959     MONUMENTED       CGS
 NR0128
 NR0128                          STATION DESCRIPTION
 NR0128
 NR0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0128'4.65 MI SW FROM LITTLE MEDICINE.
 NR0128'ABOUT 1.0 MILE NORTHWEST ALONG A TRACK ROAD FROM THE RANCH BUILDINGS
 NR0128'AT LITTLE MEDICINE, THENCE ABOUT 0.85 MILE WEST ALONG A TRACK ROAD,
 NR0128'THENCE ABOUT 2.8 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 54 FEET
 NR0128'SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE SOUTHEAST CORNER OF
 NR0128'THE NORTHEAST 1/4 OF SECTION 27, T 28 N, R 77 W, ABOUT 0.2 MILE
 NR0128'NORTHWEST OF AN ABANDONED GROUP OF RANCH BUILDINGS WHICH ARE NEAR A
 NR0128'WOODEN BRIDGE OVER THE SOUTH BRANCH OF THE LITTLE MEDICINE BOW RIVER,
 NR0128'178 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF A TRACK ROAD LEADING
 NR0128'NORTHWEST, 18 FEET NORTHWEST OF THE CENTER LINE OF A DIM TRACK ROAD,
 NR0128'1.5 FEET NORTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A
 NR0128'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0291 ***********************************************************************
 NQ0291  DESIGNATION -  P 15
 NQ0291  PID         -  NQ0291
 NQ0291  STATE/COUNTY-  WY/CONVERSE
 NQ0291  USGS QUAD   -  IRVINE (1949)
 NQ0291
 NQ0291                         *CURRENT SURVEY CONTROL
 NQ0291  ___________________________________________________________________
 NQ0291* NAD 83(1986)-  42 39 38.     (N)    105 17 31.     (W)     SCALED    
 NQ0291* NAVD 88     -      1456.826  (meters)    4779.60   (feet)  ADJUSTED  
 NQ0291  ___________________________________________________________________
 NQ0291  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 NQ0291  DYNAMIC HT  -        1455.898 (meters)    4776.56  (feet)  COMP
 NQ0291  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 NQ0291
 NQ0291  VERT ORDER  -  FIRST     CLASS II
 NQ0291
 NQ0291.The horizontal coordinates were scaled from a topographic map and have
 NQ0291.an estimated accuracy of +/- 6 seconds.
 NQ0291
 NQ0291.The orthometric height was determined by differential leveling
 NQ0291.and adjusted by the National Geodetic Survey in June 1991..
 NQ0291
 NQ0291.The geoid height was determined by GEOID03.
 NQ0291
 NQ0291.The dynamic height is computed by dividing the NAVD 88
 NQ0291.geopotential number by the normal gravity value computed on the
 NQ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0291.degrees latitude (g = 980.6199 gals.).
 NQ0291
 NQ0291.The modeled gravity was interpolated from observed gravity values.
 NQ0291
 NQ0291;                    North         East    Units  Estimated Accuracy
 NQ0291;SPC WY E     -   239,960.      189,730.      MT  (+/- 180 meters Scaled)
 NQ0291
 NQ0291                          SUPERSEDED SURVEY CONTROL
 NQ0291
 NQ0291  NGVD 29 (??/??/92) 1455.965  (m)         4776.78   (f) ADJ UNCH    1 2
 NQ0291
 NQ0291.Superseded values are not recommended for survey control.
 NQ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0291.See file dsdata.txt to determine how the superseded data were derived.
 NQ0291
 NQ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH760231(NAD 83)
 NQ0291_MARKER: DB = BENCH MARK DISK
 NQ0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0291_SP_SET: BRIDGE
 NQ0291_STAMPING: P 15 1934
 NQ0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0291
 NQ0291  HISTORY     - Date     Condition        Report By
 NQ0291  HISTORY     - 1934     MONUMENTED       CGS
 NQ0291
 NQ0291                          STATION DESCRIPTION
 NQ0291
 NQ0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0291'5.3 MI W FROM ORIN.
 NQ0291'ABOUT 5.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0291'RAILROAD FROM THE STATION AT ORIN, CONVERSE COUNTY, ABOUT 1,760
 NQ0291'FEET EAST OF CHICAGO, BURLINGTON AND QUINCY RAILROAD MILEPOST
 NQ0291'140, AT BRIDGE 139.77 OVER THE CHICAGO AND NORTH WESTERN RAILWAY,
 NQ0291'IN THE TOP OF THE EAST CONCRETE ABUTMENT, 2.6 FEET NORTH OF THE
 NQ0291'EAST END OF THE STEEL GIRDER ON THE NORTH SIDE OF THE BRIDGE,
 NQ0291'8.6 FEET NORTH OF THE NORTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
 NQ0291'A STANDARD DISK, STAMPED P 15 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0197 ***********************************************************************
 MQ0197  DESIGNATION -  P 150
 MQ0197  PID         -  MQ0197
 MQ0197  STATE/COUNTY-  WY/SWEETWATER
 MQ0197  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0197
 MQ0197                         *CURRENT SURVEY CONTROL
 MQ0197  ___________________________________________________________________
 MQ0197* NAD 83(1986)-  41 33 31.     (N)    109 09 22.     (W)     SCALED    
 MQ0197* NAVD 88     -      2039.120  (meters)    6690.01   (feet)  ADJUSTED  
 MQ0197  ___________________________________________________________________
 MQ0197  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 MQ0197  DYNAMIC HT  -        2037.390 (meters)    6684.34  (feet)  COMP
 MQ0197  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 MQ0197
 MQ0197  VERT ORDER  -  SECOND    CLASS 0
 MQ0197
 MQ0197.The horizontal coordinates were scaled from a topographic map and have
 MQ0197.an estimated accuracy of +/- 6 seconds.
 MQ0197
 MQ0197.The orthometric height was determined by differential leveling
 MQ0197.and adjusted by the National Geodetic Survey in June 1991..
 MQ0197
 MQ0197.The geoid height was determined by GEOID03.
 MQ0197
 MQ0197.The dynamic height is computed by dividing the NAVD 88
 MQ0197.geopotential number by the normal gravity value computed on the
 MQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0197.degrees latitude (g = 980.6199 gals.).
 MQ0197
 MQ0197.The modeled gravity was interpolated from observed gravity values.
 MQ0197
 MQ0197;                    North         East    Units  Estimated Accuracy
 MQ0197;SPC WYWC     -   117,640.      566,120.      MT  (+/- 180 meters Scaled)
 MQ0197
 MQ0197                          SUPERSEDED SURVEY CONTROL
 MQ0197
 MQ0197  NGVD 29 (??/??/92) 2037.825  (m)         6685.76   (f) ADJ UNCH    2 0
 MQ0197
 MQ0197.Superseded values are not recommended for survey control.
 MQ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0197.See file dsdata.txt to determine how the superseded data were derived.
 MQ0197
 MQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM537024(NAD 83)
 MQ0197_MARKER: DB = BENCH MARK DISK
 MQ0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0197_STAMPING: P 150 1962
 MQ0197_MARK LOGO: CGS   
 MQ0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0197+STABILITY: SURFACE MOTION
 MQ0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0197+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0197
 MQ0197  HISTORY     - Date     Condition        Report By
 MQ0197  HISTORY     - 1962     MONUMENTED       CGS
 MQ0197  HISTORY     - 19990112 GOOD             WYDT
 MQ0197  HISTORY     - 20011003 GOOD             WYHD
 MQ0197
 MQ0197                          STATION DESCRIPTION
 MQ0197
 MQ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0197'4.0 MI SE FROM ROCK SPRINGS.
 MQ0197'4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0197'ROCK SPRINGS, 98.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MQ0197'91 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF AN ASPHALT ROAD
 MQ0197'NORTHEAST TO A DUMP, 2.5 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL
 MQ0197'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 MQ0197'FOOT ABOVE THE GROUND.
 MQ0197
 MQ0197                          STATION RECOVERY (1999)
 MQ0197
 MQ0197'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0197'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0197'307-777-3819.  RECOVERED AS DESCRIBED.
 MQ0197
 MQ0197                          STATION RECOVERY (2001)
 MQ0197
 MQ0197'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0064 ***********************************************************************
 MQ0064  DESIGNATION -  P 151
 MQ0064  PID         -  MQ0064
 MQ0064  STATE/COUNTY-  WY/SWEETWATER
 MQ0064  USGS QUAD   -  SCRIVNER BUTTE (1963)
 MQ0064
 MQ0064                         *CURRENT SURVEY CONTROL
 MQ0064  ___________________________________________________________________
 MQ0064* NAD 83(1986)-  41 03 47.     (N)    108 47 16.     (W)     SCALED    
 MQ0064* NAVD 88     -      2185.838  (meters)    7171.37   (feet)  ADJUSTED  
 MQ0064  ___________________________________________________________________
 MQ0064  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 MQ0064  DYNAMIC HT  -        2183.788 (meters)    7164.64  (feet)  COMP
 MQ0064  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 MQ0064
 MQ0064  VERT ORDER  -  SECOND    CLASS 0
 MQ0064
 MQ0064.The horizontal coordinates were scaled from a topographic map and have
 MQ0064.an estimated accuracy of +/- 6 seconds.
 MQ0064
 MQ0064.The orthometric height was determined by differential leveling
 MQ0064.and adjusted by the National Geodetic Survey in June 1991..
 MQ0064
 MQ0064.The geoid height was determined by GEOID03.
 MQ0064
 MQ0064.The dynamic height is computed by dividing the NAVD 88
 MQ0064.geopotential number by the normal gravity value computed on the
 MQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0064.degrees latitude (g = 980.6199 gals.).
 MQ0064
 MQ0064.The modeled gravity was interpolated from observed gravity values.
 MQ0064
 MQ0064;                    North         East    Units  Estimated Accuracy
 MQ0064;SPC WYWC     -    62,520.      596,830.      MT  (+/- 180 meters Scaled)
 MQ0064
 MQ0064                          SUPERSEDED SURVEY CONTROL
 MQ0064
 MQ0064  NGVD 29 (??/??/92) 2184.452  (m)         7166.82   (f) ADJ UNCH    2 0
 MQ0064
 MQ0064.Superseded values are not recommended for survey control.
 MQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0064.See file dsdata.txt to determine how the superseded data were derived.
 MQ0064
 MQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL858481(NAD 83)
 MQ0064_MARKER: DB = BENCH MARK DISK
 MQ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0064_STAMPING: P 151 1962
 MQ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0064+STABILITY: SURFACE MOTION
 MQ0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0064+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0064
 MQ0064  HISTORY     - Date     Condition        Report By
 MQ0064  HISTORY     - 1962     MONUMENTED       CGS
 MQ0064  HISTORY     - 1971     GOOD             NGS
 MQ0064  HISTORY     - 1982     GOOD             NGS
 MQ0064  HISTORY     - 20011003 GOOD             WYHD
 MQ0064
 MQ0064                          STATION DESCRIPTION
 MQ0064
 MQ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0064'50.4 MI SE FROM ROCK SPRINGS.
 MQ0064'50.4 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0064'ROCK SPRINGS, 0.2 MILE NORTH OF THE JUNCTION OF A GRAVELED ROAD EAST
 MQ0064'OF HEWIT-GULICK RIG NO. 3, 67 FEET WEST OF THE CENTER LINE OF THE
 MQ0064'HIGHWAY, 4.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 MQ0064'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 MQ0064'ABOVE THE GROUND.
 MQ0064
 MQ0064                          STATION RECOVERY (1971)
 MQ0064
 MQ0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MQ0064'RECOVERED IN GOOD CONDITION.
 MQ0064
 MQ0064                          STATION RECOVERY (1982)
 MQ0064
 MQ0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0064'A WITNESS POST WAS ADDED. A NEW DESCRIPTION FOLLOWS. IT IS 81.1 KM
 MQ0064'(50.4 MI) SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0064'ROCK SPRINGS AND 19.8 M (65 FT) FROM THE CENTER LINE OF STATE HIGHWAY
 MQ0064'430.
 MQ0064
 MQ0064                          STATION RECOVERY (2001)
 MQ0064
 MQ0064'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0161 ***********************************************************************
 MR0161  DESIGNATION -  P 153
 MR0161  PID         -  MR0161
 MR0161  STATE/COUNTY-  WY/UINTA
 MR0161  USGS QUAD   -  PINE KNOLL (1978)
 MR0161
 MR0161                         *CURRENT SURVEY CONTROL
 MR0161  ___________________________________________________________________
 MR0161* NAD 83(1986)-  41 03 13.     (N)    110 51 35.     (W)     SCALED    
 MR0161* NAVD 88     -      2309.924  (meters)    7578.48   (feet)  ADJUSTED  
 MR0161  ___________________________________________________________________
 MR0161  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 MR0161  DYNAMIC HT  -        2307.692 (meters)    7571.15  (feet)  COMP
 MR0161  MODELED GRAV-     979,574.5   (mgal)                       NAVD 88
 MR0161
 MR0161  VERT ORDER  -  SECOND    CLASS 0
 MR0161
 MR0161.The horizontal coordinates were scaled from a topographic map and have
 MR0161.an estimated accuracy of +/- 6 seconds.
 MR0161
 MR0161.The orthometric height was determined by differential leveling
 MR0161.and adjusted by the National Geodetic Survey in June 1991..
 MR0161
 MR0161.The geoid height was determined by GEOID03.
 MR0161
 MR0161.The dynamic height is computed by dividing the NAVD 88
 MR0161.geopotential number by the normal gravity value computed on the
 MR0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0161.degrees latitude (g = 980.6199 gals.).
 MR0161
 MR0161.The modeled gravity was interpolated from observed gravity values.
 MR0161
 MR0161;                    North         East    Units  Estimated Accuracy
 MR0161;SPC WY W     -   161,770.      734,740.      MT  (+/- 180 meters Scaled)
 MR0161
 MR0161                          SUPERSEDED SURVEY CONTROL
 MR0161
 MR0161  NGVD 29 (??/??/92) 2308.486  (m)         7573.76   (f) ADJ UNCH    2 0
 MR0161
 MR0161.Superseded values are not recommended for survey control.
 MR0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0161.See file dsdata.txt to determine how the superseded data were derived.
 MR0161
 MR0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL117447(NAD 83)
 MR0161_MARKER: DB = BENCH MARK DISK
 MR0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0161_STAMPING: P 153 1962
 MR0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0161+STABILITY: SURFACE MOTION
 MR0161
 MR0161  HISTORY     - Date     Condition        Report By
 MR0161  HISTORY     - 1962     MONUMENTED       CGS
 MR0161
 MR0161                          STATION DESCRIPTION
 MR0161
 MR0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0161'17.9 MI SE FROM EVANSTON.
 MR0161'17.9 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0161'OF U.S. HIGHWAY 189 AT EVANSTON, 99 FEET SOUTHWEST OF THE CENTER OF
 MR0161'THE JUNCTION OF A DIRT ROAD EAST, 42 FEET WEST-NORTHWEST OF THE CENTER
 MR0161'LINE OF THE HIGHWAY, 29 FEET SOUTHWEST OF THE WEST-NORTHWEST END OF A
 MR0161'36-INCH PIPE CULVERT, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT 3
 MR0161'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MR0161'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0125 ***********************************************************************
 PY0125  DESIGNATION -  P 157
 PY0125  PID         -  PY0125
 PY0125  STATE/COUNTY-  WY/PARK
 PY0125  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0125
 PY0125                         *CURRENT SURVEY CONTROL
 PY0125  ___________________________________________________________________
 PY0125* NAD 83(1986)-  44 51 41.     (N)    110 44 13.     (W)     SCALED    
 PY0125* NAVD 88     -      2225.704  (meters)    7302.16   (feet)  ADJUSTED  
 PY0125  ___________________________________________________________________
 PY0125  GEOID HEIGHT-          -8.43  (meters)                     GEOID03
 PY0125  DYNAMIC HT  -        2224.377 (meters)    7297.81  (feet)  COMP
 PY0125  MODELED GRAV-     979,941.3   (mgal)                       NAVD 88
 PY0125
 PY0125  VERT ORDER  -  FIRST     CLASS II
 PY0125
 PY0125.The horizontal coordinates were scaled from a topographic map and have
 PY0125.an estimated accuracy of +/- 6 seconds.
 PY0125
 PY0125.The orthometric height was determined by differential leveling
 PY0125.and adjusted by the National Geodetic Survey in June 1991..
 PY0125
 PY0125.The geoid height was determined by GEOID03.
 PY0125
 PY0125.The dynamic height is computed by dividing the NAVD 88
 PY0125.geopotential number by the normal gravity value computed on the
 PY0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0125.degrees latitude (g = 980.6199 gals.).
 PY0125
 PY0125.The modeled gravity was interpolated from observed gravity values.
 PY0125
 PY0125;                    North         East    Units  Estimated Accuracy
 PY0125;SPC WYWC     -   486,380.      442,970.      MT  (+/- 180 meters Scaled)
 PY0125
 PY0125                          SUPERSEDED SURVEY CONTROL
 PY0125
 PY0125  NGVD 29 (08/20/92) 2224.375  (m)         7297.80   (f) ADJUSTED    1 2
 PY0125
 PY0125.Superseded values are not recommended for survey control.
 PY0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0125.See file dsdata.txt to determine how the superseded data were derived.
 PY0125
 PY0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ207675(NAD 83)
 PY0125_MARKER: DB = BENCH MARK DISK
 PY0125_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0125_SP_SET: COPPER-CLAD STEEL ROD
 PY0125_STAMPING: P 157 1960
 PY0125_MARK LOGO: CGS   
 PY0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0125
 PY0125  HISTORY     - Date     Condition        Report By
 PY0125  HISTORY     - 1960     MONUMENTED       CGS
 PY0125  HISTORY     - 1983     GOOD             NGS
 PY0125  HISTORY     - 1987     GOOD             NGS
 PY0125
 PY0125                          STATION DESCRIPTION
 PY0125
 PY0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0125'10.15 MI S FROM MAMMOTH HOT SPRINGS.
 PY0125'ABOUT 10.15 MILES SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0125'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, AT THE NORTHEAST
 PY0125'SIDE OF MOOSE FLAT, ON THE SOUTHWEST EDGE OF A PARKING AREA, 129 FEET
 PY0125'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTHWEST OF THE
 PY0125'SOUTHWEST EDGE OF THE PARKING AREA, AND ON THE TOP OF A 5/8-INCH
 PY0125'COPPER COATED STEEL ROD THAT IS DRIVEN TO A DEPTH OF 115 FEET AND IS
 PY0125'ENCASED IN A 6-INCH TILE PROJECTING 5 INCHES, ABOUT 3 FEET BELOW THE
 PY0125'HIGHWAY.
 PY0125
 PY0125                          STATION RECOVERY (1983)
 PY0125
 PY0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0125'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE EXCEPT
 PY0125'THE TILE PIPE WAS FOUND BROKEN AND WAS REPLACED BY 5-INCH PVC.
 PY0125
 PY0125                          STATION RECOVERY (1987)
 PY0125
 PY0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0089 ***********************************************************************
 PY0089  DESIGNATION -  P 158
 PY0089  PID         -  PY0089
 PY0089  STATE/COUNTY-  WY/PARK
 PY0089  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0089
 PY0089                         *CURRENT SURVEY CONTROL
 PY0089  ___________________________________________________________________
 PY0089* NAD 83(1986)-  44 39 04.     (N)    110 49 17.     (W)     SCALED    
 PY0089* NAVD 88     -      2101.574  (meters)    6894.91   (feet)  ADJUSTED  
 PY0089  ___________________________________________________________________
 PY0089  GEOID HEIGHT-          -8.77  (meters)                     GEOID03
 PY0089  DYNAMIC HT  -        2100.315 (meters)    6890.78  (feet)  COMP
 PY0089  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 PY0089
 PY0089  VERT ORDER  -  FIRST     CLASS II
 PY0089
 PY0089.The horizontal coordinates were scaled from a topographic map and have
 PY0089.an estimated accuracy of +/- 6 seconds.
 PY0089
 PY0089.The orthometric height was determined by differential leveling
 PY0089.and adjusted by the National Geodetic Survey in June 1991..
 PY0089
 PY0089.The geoid height was determined by GEOID03.
 PY0089
 PY0089.The dynamic height is computed by dividing the NAVD 88
 PY0089.geopotential number by the normal gravity value computed on the
 PY0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0089.degrees latitude (g = 980.6199 gals.).
 PY0089
 PY0089.The modeled gravity was interpolated from observed gravity values.
 PY0089
 PY0089;                    North         East    Units  Estimated Accuracy
 PY0089;SPC WYWC     -   463,180.      435,700.      MT  (+/- 180 meters Scaled)
 PY0089
 PY0089                          SUPERSEDED SURVEY CONTROL
 PY0089
 PY0089  NGVD 29 (08/20/92) 2100.276  (m)         6890.66   (f) ADJUSTED    1 2
 PY0089
 PY0089.Superseded values are not recommended for survey control.
 PY0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0089.See file dsdata.txt to determine how the superseded data were derived.
 PY0089
 PY0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ141442(NAD 83)
 PY0089_MARKER: DB = BENCH MARK DISK
 PY0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0089_SP_SET: CONCRETE POST
 PY0089_STAMPING: P 158 1960
 PY0089_MARK LOGO: CGS   
 PY0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0089+STABILITY: SURFACE MOTION
 PY0089
 PY0089  HISTORY     - Date     Condition        Report By
 PY0089  HISTORY     - 1960     MONUMENTED       CGS
 PY0089  HISTORY     - 1983     GOOD             NGS
 PY0089  HISTORY     - 1987     GOOD             NGS
 PY0089
 PY0089                          STATION DESCRIPTION
 PY0089
 PY0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0089'10.9 MI SW FROM NORRIS.
 PY0089'ABOUT 10.9 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0089'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 0.4 MILE NORTHEAST OF THE
 PY0089'TUFF CLIFF EXHIBIT PANEL AND PARKING AREA, 102 YARDS SOUTHWEST OF A
 PY0089'CORRUGATED CULVERT AND STONE HEADWALL, 44 FEET SOUTHEAST OF THE CENTER
 PY0089'LINE OF THE HIGHWAY, 21 FEET EAST OF THE EAST EDGE OF A DIRT PARKING
 PY0089'AREA, 20 FEET NORTHEAST OF A SHALLOW DRAW DRAINING SOUTHEAST TO THE
 PY0089'GIBBON RIVER, ABOUT 3 FEET BELOW THE HIGHWAY, AND IN THE TOP OF A
 PY0089'CONCRETE POST PROJECTING 4 INCHES.
 PY0089
 PY0089                          STATION RECOVERY (1983)
 PY0089
 PY0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0089'RECOVERED IN GOOD CONDITION.
 PY0089
 PY0089                          STATION RECOVERY (1987)
 PY0089
 PY0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0359 ***********************************************************************
 PW0359  DESIGNATION -  P 159
 PW0359  PID         -  PW0359
 PW0359  STATE/COUNTY-  WY/BIG HORN
 PW0359  USGS QUAD   -  SHELL (1993)
 PW0359
 PW0359                         *CURRENT SURVEY CONTROL
 PW0359  ___________________________________________________________________
 PW0359* NAD 83(1986)-  44 31 44.     (N)    107 47 19.     (W)     SCALED    
 PW0359* NAVD 88     -      1284.799  (meters)    4215.21   (feet)  ADJUSTED  
 PW0359  ___________________________________________________________________
 PW0359  GEOID HEIGHT-         -10.84  (meters)                     GEOID03
 PW0359  DYNAMIC HT  -        1284.286 (meters)    4213.53  (feet)  COMP
 PW0359  MODELED GRAV-     980,173.6   (mgal)                       NAVD 88
 PW0359
 PW0359  VERT ORDER  -  SECOND    CLASS 0
 PW0359
 PW0359.The horizontal coordinates were scaled from a topographic map and have
 PW0359.an estimated accuracy of +/- 6 seconds.
 PW0359
 PW0359.The orthometric height was determined by differential leveling
 PW0359.and adjusted by the National Geodetic Survey in June 1991..
 PW0359
 PW0359.The geoid height was determined by GEOID03.
 PW0359
 PW0359.The dynamic height is computed by dividing the NAVD 88
 PW0359.geopotential number by the normal gravity value computed on the
 PW0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0359.degrees latitude (g = 980.6199 gals.).
 PW0359
 PW0359.The modeled gravity was interpolated from observed gravity values.
 PW0359
 PW0359;                    North         East    Units  Estimated Accuracy
 PW0359;SPC WYEC     -   547,620.      363,810.      MT  (+/- 180 meters Scaled)
 PW0359
 PW0359                          SUPERSEDED SURVEY CONTROL
 PW0359
 PW0359  NGVD 29 (??/??/92) 1283.997  (m)         4212.58   (f) ADJ UNCH    2 0
 PW0359
 PW0359.Superseded values are not recommended for survey control.
 PW0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0359.See file dsdata.txt to determine how the superseded data were derived.
 PW0359
 PW0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK784344(NAD 83)
 PW0359_MARKER: DB = BENCH MARK DISK
 PW0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0359_SP_SET: CULVERT
 PW0359_STAMPING: P 159 1966
 PW0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0359
 PW0359  HISTORY     - Date     Condition        Report By
 PW0359  HISTORY     - 1966     MONUMENTED       CGS
 PW0359
 PW0359                          STATION DESCRIPTION
 PW0359
 PW0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0359'0.8 MI SW FROM SHELL.
 PW0359'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0359'SHELL, 0.35 MILE NORTHEAST OF A WOODEN BRIDGE OVER SHELL CANAL, IN THE
 PW0359'TOP AND 0.8 FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 PW0359'CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT, 13 FEET SOUTHEAST OF THE
 PW0359'CENTER LINE OF THE HIGHWAY, 59 FEET SOUTHWEST OF THE CENTER LINE OF A
 PW0359'FIELD ENTRANCE ROAD, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0386 ***********************************************************************
 PW0386  DESIGNATION -  P 160
 PW0386  PID         -  PW0386
 PW0386  STATE/COUNTY-  WY/BIG HORN
 PW0386  USGS QUAD   -  SHELL FALLS (1993)
 PW0386
 PW0386                         *CURRENT SURVEY CONTROL
 PW0386  ___________________________________________________________________
 PW0386* NAD 83(1986)-  44 34 17.     (N)    107 33 21.     (W)     SCALED    
 PW0386* NAVD 88     -      2194.192  (meters)    7198.78   (feet)  ADJUSTED  
 PW0386  ___________________________________________________________________
 PW0386  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PW0386  DYNAMIC HT  -        2192.982 (meters)    7194.81  (feet)  COMP
 PW0386  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 PW0386
 PW0386  VERT ORDER  -  SECOND    CLASS 0
 PW0386
 PW0386.The horizontal coordinates were scaled from a topographic map and have
 PW0386.an estimated accuracy of +/- 6 seconds.
 PW0386
 PW0386.The orthometric height was determined by differential leveling
 PW0386.and adjusted by the National Geodetic Survey in June 1991..
 PW0386
 PW0386.The geoid height was determined by GEOID03.
 PW0386
 PW0386.The dynamic height is computed by dividing the NAVD 88
 PW0386.geopotential number by the normal gravity value computed on the
 PW0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0386.degrees latitude (g = 980.6199 gals.).
 PW0386
 PW0386.The modeled gravity was interpolated from observed gravity values.
 PW0386
 PW0386;                    North         East    Units  Estimated Accuracy
 PW0386;SPC WYEC     -   552,260.      382,330.      MT  (+/- 180 meters Scaled)
 PW0386
 PW0386                          SUPERSEDED SURVEY CONTROL
 PW0386
 PW0386  NGVD 29 (??/??/92) 2193.172  (m)         7195.43   (f) ADJ UNCH    2 0
 PW0386
 PW0386.Superseded values are not recommended for survey control.
 PW0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0386.See file dsdata.txt to determine how the superseded data were derived.
 PW0386
 PW0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK970385(NAD 83)
 PW0386_MARKER: DB = BENCH MARK DISK
 PW0386_SETTING: 66 = SET IN ROCK OUTCROP
 PW0386_SP_SET: OUTCROP
 PW0386_STAMPING: P 160 1966
 PW0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0386+STABILITY: POSITION/ELEVATION WELL
 PW0386
 PW0386  HISTORY     - Date     Condition        Report By
 PW0386  HISTORY     - 1966     MONUMENTED       CGS
 PW0386
 PW0386                          STATION DESCRIPTION
 PW0386
 PW0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0386'14.95 MI NE FROM SHELL.
 PW0386'14.95 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0386'SHELL, 0.3 MILE SOUTHWEST OF GRANITE CREEK CAMPGROUND, ABOUT 250 FEET
 PW0386'WEST OF A SHARP CURVE AND TURNOUT, IN THE TOP OF THE SOUTHEAST PORTION
 PW0386'OF AN OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE OTHER PART OF A 15
 PW0386'FEET HIGH 20- BY 22-FOOT OUTCROP, 98 FEET NORTH OF THE CENTER LINE OF
 PW0386'THE HIGHWAY, 2.5 FEET NORTH OF A WITNESS POST, AND ABOUT 20 FEET
 PW0386'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0260 ***********************************************************************
 PW0260  DESIGNATION -  P 161
 PW0260  PID         -  PW0260
 PW0260  STATE/COUNTY-  WY/SHERIDAN
 PW0260  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0260
 PW0260                         *CURRENT SURVEY CONTROL
 PW0260  ___________________________________________________________________
 PW0260* NAD 83(1986)-  44 49 52.     (N)    107 17 22.     (W)     SCALED    
 PW0260* NAVD 88     -      1375.016  (meters)    4511.20   (feet)  ADJUSTED  
 PW0260  ___________________________________________________________________
 PW0260  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 PW0260  DYNAMIC HT  -        1374.489 (meters)    4509.47  (feet)  COMP
 PW0260  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 PW0260
 PW0260  VERT ORDER  -  SECOND    CLASS 0
 PW0260
 PW0260.The horizontal coordinates were scaled from a topographic map and have
 PW0260.an estimated accuracy of +/- 6 seconds.
 PW0260
 PW0260.The orthometric height was determined by differential leveling
 PW0260.and adjusted by the National Geodetic Survey in June 1991..
 PW0260
 PW0260.The geoid height was determined by GEOID03.
 PW0260
 PW0260.The dynamic height is computed by dividing the NAVD 88
 PW0260.geopotential number by the normal gravity value computed on the
 PW0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0260.degrees latitude (g = 980.6199 gals.).
 PW0260
 PW0260.The modeled gravity was interpolated from observed gravity values.
 PW0260
 PW0260;                    North         East    Units  Estimated Accuracy
 PW0260;SPC WYEC     -   581,100.      403,470.      MT  (+/- 180 meters Scaled)
 PW0260
 PW0260                          SUPERSEDED SURVEY CONTROL
 PW0260
 PW0260  NGVD 29 (??/??/92) 1374.239  (m)         4508.65   (f) ADJ UNCH    2 0
 PW0260
 PW0260.Superseded values are not recommended for survey control.
 PW0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0260.See file dsdata.txt to determine how the superseded data were derived.
 PW0260
 PW0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK190667(NAD 83)
 PW0260_MARKER: DD = SURVEY DISK
 PW0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0260_SP_SET: CULVERT
 PW0260_STAMPING: P 161
 PW0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0260
 PW0260  HISTORY     - Date     Condition        Report By
 PW0260  HISTORY     - UNK      MONUMENTED       BPR
 PW0260  HISTORY     - 1966     GOOD             NGS
 PW0260
 PW0260                          STATION DESCRIPTION
 PW0260
 PW0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0260'3.7 MI SW FROM DAYTON.
 PW0260'3.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0260'DAYTON, IN THE TOP OF THE CENTER OF THE NORTHWEST CONCRETE HEAD WALL
 PW0260'OF AN 8- BY 11-FOOT CONCRETE BOX CULVERT USED AS STOCK UNDER CROSSING,
 PW0260'26 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2
 PW0260'1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0226 ***********************************************************************
 PW0226  DESIGNATION -  P 162
 PW0226  PID         -  PW0226
 PW0226  STATE/COUNTY-  WY/SHERIDAN
 PW0226  USGS QUAD   -  SKULL RIDGE (1993)
 PW0226
 PW0226                         *CURRENT SURVEY CONTROL
 PW0226  ___________________________________________________________________
 PW0226* NAD 83(1986)-  44 46 43.     (N)    107 28 37.     (W)     SCALED    
 PW0226* NAVD 88     -      2334.498  (meters)    7659.10   (feet)  ADJUSTED  
 PW0226  ___________________________________________________________________
 PW0226  GEOID HEIGHT-          -9.52  (meters)                     GEOID03
 PW0226  DYNAMIC HT  -        2333.193 (meters)    7654.82  (feet)  COMP
 PW0226  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 PW0226
 PW0226  VERT ORDER  -  SECOND    CLASS 0
 PW0226
 PW0226.The horizontal coordinates were scaled from a topographic map and have
 PW0226.an estimated accuracy of +/- 6 seconds.
 PW0226
 PW0226.The orthometric height was determined by differential leveling
 PW0226.and adjusted by the National Geodetic Survey in June 1991..
 PW0226
 PW0226.The geoid height was determined by GEOID03.
 PW0226
 PW0226.The dynamic height is computed by dividing the NAVD 88
 PW0226.geopotential number by the normal gravity value computed on the
 PW0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0226.degrees latitude (g = 980.6199 gals.).
 PW0226
 PW0226.The modeled gravity was interpolated from observed gravity values.
 PW0226
 PW0226;                    North         East    Units  Estimated Accuracy
 PW0226;SPC WYEC     -   575,270.      388,630.      MT  (+/- 180 meters Scaled)
 PW0226
 PW0226                          SUPERSEDED SURVEY CONTROL
 PW0226
 PW0226  NGVD 29 (??/??/92) 2333.431  (m)         7655.60   (f) ADJ UNCH    2 0
 PW0226
 PW0226.Superseded values are not recommended for survey control.
 PW0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0226.See file dsdata.txt to determine how the superseded data were derived.
 PW0226
 PW0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK040613(NAD 83)
 PW0226_MARKER: DB = BENCH MARK DISK
 PW0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0226_SP_SET: BRIDGE CURB
 PW0226_STAMPING: P 162 1966
 PW0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0226
 PW0226  HISTORY     - Date     Condition        Report By
 PW0226  HISTORY     - 1966     MONUMENTED       CGS
 PW0226
 PW0226                          STATION DESCRIPTION
 PW0226
 PW0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0226'23.05 MI SW FROM DAYTON.
 PW0226'23.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0226'DAYTON, 0.1 MILE SOUTH OF THE ENTRANCE TO ARROWHEAD LODGE, IN THE TOP
 PW0226'AND 8.1 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE CURB OF A
 PW0226'CONCRETE BRIDGE OVER SOUTH TONGUE RIVER, 13 FEET EAST OF THE CENTER
 PW0226'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0276 ***********************************************************************
 PW0276  DESIGNATION -  P 163
 PW0276  PID         -  PW0276
 PW0276  STATE/COUNTY-  WY/WASHAKIE
 PW0276  USGS QUAD   -  TEN SLEEP (1976)
 PW0276
 PW0276                         *CURRENT SURVEY CONTROL
 PW0276  ___________________________________________________________________
 PW0276* NAD 83(1986)-  44 01 49.     (N)    107 27 46.     (W)     SCALED    
 PW0276* NAVD 88     -      1339.985  (meters)    4396.27   (feet)  ADJUSTED  
 PW0276  ___________________________________________________________________
 PW0276  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 PW0276  DYNAMIC HT  -        1339.404 (meters)    4394.36  (feet)  COMP
 PW0276  MODELED GRAV-     980,138.0   (mgal)                       NAVD 88
 PW0276
 PW0276  VERT ORDER  -  SECOND    CLASS 0
 PW0276
 PW0276.The horizontal coordinates were scaled from a topographic map and have
 PW0276.an estimated accuracy of +/- 6 seconds.
 PW0276
 PW0276.The orthometric height was determined by differential leveling
 PW0276.and adjusted by the National Geodetic Survey in June 1991..
 PW0276
 PW0276.The geoid height was determined by GEOID03.
 PW0276
 PW0276.The dynamic height is computed by dividing the NAVD 88
 PW0276.geopotential number by the normal gravity value computed on the
 PW0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0276.degrees latitude (g = 980.6199 gals.).
 PW0276
 PW0276.The modeled gravity was interpolated from observed gravity values.
 PW0276
 PW0276;                    North         East    Units  Estimated Accuracy
 PW0276;SPC WYEC     -   492,120.      389,620.      MT  (+/- 180 meters Scaled)
 PW0276
 PW0276                          SUPERSEDED SURVEY CONTROL
 PW0276
 PW0276  NGVD 29 (??/??/92) 1339.244  (m)         4393.84   (f) ADJ UNCH    2 0
 PW0276
 PW0276.Superseded values are not recommended for survey control.
 PW0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0276.See file dsdata.txt to determine how the superseded data were derived.
 PW0276
 PW0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ026781(NAD 83)
 PW0276_MARKER: DB = BENCH MARK DISK
 PW0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0276_SP_SET: BRIDGE
 PW0276_STAMPING: P 163 1966
 PW0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0276
 PW0276  HISTORY     - Date     Condition        Report By
 PW0276  HISTORY     - 1966     MONUMENTED       CGS
 PW0276
 PW0276                          STATION DESCRIPTION
 PW0276
 PW0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0276'0.8 MI SW FROM TEN SLEEP.
 PW0276'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE AT TEN
 PW0276'SLEEP, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE WING WALL OF A
 PW0276'CONCRETE AND STEEL BRIDGE OVER NOWOOD RIVER, 16 FEET SOUTHEAST OF THE
 PW0276'CENTER LINE OF THE HIGHWAY, 3.4 FEET NORTH OF THE SOUTH END OF THE
 PW0276'WING WALL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0106 ***********************************************************************
 OV0106  DESIGNATION -  P 164
 OV0106  PID         -  OV0106
 OV0106  STATE/COUNTY-  WY/WASHAKIE
 OV0106  USGS QUAD   -  MAHOGANY BUTTE (1976)
 OV0106
 OV0106                         *CURRENT SURVEY CONTROL
 OV0106  ___________________________________________________________________
 OV0106* NAD 83(1986)-  43 41 48.     (N)    107 17 01.     (W)     SCALED    
 OV0106* NAVD 88     -      1587.376  (meters)    5207.92   (feet)  ADJUSTED  
 OV0106  ___________________________________________________________________
 OV0106  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 OV0106  DYNAMIC HT  -        1586.573 (meters)    5205.28  (feet)  COMP
 OV0106  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 OV0106
 OV0106  VERT ORDER  -  SECOND    CLASS 0
 OV0106
 OV0106.The horizontal coordinates were scaled from a topographic map and have
 OV0106.an estimated accuracy of +/- 6 seconds.
 OV0106
 OV0106.The orthometric height was determined by differential leveling
 OV0106.and adjusted by the National Geodetic Survey in June 1991..
 OV0106
 OV0106.The geoid height was determined by GEOID03.
 OV0106
 OV0106.The dynamic height is computed by dividing the NAVD 88
 OV0106.geopotential number by the normal gravity value computed on the
 OV0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0106.degrees latitude (g = 980.6199 gals.).
 OV0106
 OV0106.The modeled gravity was interpolated from observed gravity values.
 OV0106
 OV0106;                    North         East    Units  Estimated Accuracy
 OV0106;SPC WYEC     -   455,050.      404,010.      MT  (+/- 180 meters Scaled)
 OV0106
 OV0106                          SUPERSEDED SURVEY CONTROL
 OV0106
 OV0106  NGVD 29 (??/??/92) 1586.560  (m)         5205.24   (f) ADJ UNCH    2 0
 OV0106
 OV0106.Superseded values are not recommended for survey control.
 OV0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0106.See file dsdata.txt to determine how the superseded data were derived.
 OV0106
 OV0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ159407(NAD 83)
 OV0106_MARKER: DB = BENCH MARK DISK
 OV0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0106_STAMPING: P 164 1966
 OV0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0106+STABILITY: SURFACE MOTION
 OV0106
 OV0106  HISTORY     - Date     Condition        Report By
 OV0106  HISTORY     - 1966     MONUMENTED       CGS
 OV0106
 OV0106                          STATION DESCRIPTION
 OV0106
 OV0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0106'27.2 MI S FROM TEN SLEEP.
 OV0106'27.2 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0106'16 AT TEN SLEEP, AT THE CROSSING OF A POWER LINE, 52 FEET SOUTH OF THE
 OV0106'CENTER LINE OF THE ROAD, 2 FEET WEST OF A POWER POLE, 151 FEET EAST OF
 OV0106'THE EXTENDED CENTER LINE OF A ROAD NORTH TO A SCHOOLHOUSE, 1.8 FEET
 OV0106'EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 OV0106'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0201 ***********************************************************************
 OV0201  DESIGNATION -  P 165
 OV0201  PID         -  OV0201
 OV0201  STATE/COUNTY-  WY/WASHAKIE
 OV0201  USGS QUAD   -  BATTLE MOUNTAIN (1952)
 OV0201
 OV0201                         *CURRENT SURVEY CONTROL
 OV0201  ___________________________________________________________________
 OV0201* NAD 83(1986)-  43 30 31.     (N)    107 32 26.     (W)     SCALED    
 OV0201* NAVD 88     -      1931.913  (meters)    6338.28   (feet)  ADJUSTED  
 OV0201  ___________________________________________________________________
 OV0201  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 OV0201  DYNAMIC HT  -        1930.743 (meters)    6334.45  (feet)  COMP
 OV0201  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 OV0201
 OV0201  VERT ORDER  -  SECOND    CLASS 0
 OV0201
 OV0201.The horizontal coordinates were scaled from a topographic map and have
 OV0201.an estimated accuracy of +/- 6 seconds.
 OV0201
 OV0201.The orthometric height was determined by differential leveling
 OV0201.and adjusted by the National Geodetic Survey in June 1991..
 OV0201
 OV0201.The geoid height was determined by GEOID03.
 OV0201
 OV0201.The dynamic height is computed by dividing the NAVD 88
 OV0201.geopotential number by the normal gravity value computed on the
 OV0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0201.degrees latitude (g = 980.6199 gals.).
 OV0201
 OV0201.The modeled gravity was interpolated from observed gravity values.
 OV0201
 OV0201;                    North         East    Units  Estimated Accuracy
 OV0201;SPC WYEC     -   434,180.      383,240.      MT  (+/- 180 meters Scaled)
 OV0201
 OV0201                          SUPERSEDED SURVEY CONTROL
 OV0201
 OV0201  NGVD 29 (??/??/92) 1930.963  (m)         6335.17   (f) ADJ UNCH    2 0
 OV0201
 OV0201.Superseded values are not recommended for survey control.
 OV0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0201.See file dsdata.txt to determine how the superseded data were derived.
 OV0201
 OV0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ946204(NAD 83)
 OV0201_MARKER: DB = BENCH MARK DISK
 OV0201_SETTING: 66 = SET IN ROCK OUTCROP
 OV0201_SP_SET: OUTCROP
 OV0201_STAMPING: P 165 1966
 OV0201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0201+STABILITY: POSITION/ELEVATION WELL
 OV0201
 OV0201  HISTORY     - Date     Condition        Report By
 OV0201  HISTORY     - 1966     MONUMENTED       CGS
 OV0201
 OV0201                          STATION DESCRIPTION
 OV0201
 OV0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0201'21.25 MI NE FROM LYSITE.
 OV0201'21.25 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0201'AND QUINCY RAILROAD STATION AT LYSITE, 0.7 MILE NORTH OF THE
 OV0201'FREMONT-WASHAKIE COUNTY LINE AND A STEEL CATTLEGUARD, AT THE CROSSING
 OV0201'OF STORE CREEK, IN THE TOP OF A 4- BY 6-FOOT OUTCROP PROJECTING ABOUT
 OV0201'1/2 FOOT, 267 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 73 FEET
 OV0201'SOUTHEAST OF THE SOUTHEAST BANK OF THE CREEK, 250 FEET NORTH-NORTHEAST
 OV0201'OF THE CENTER OF THE NORTHEAST END OF AN 18-INCH PIPE CULVERT, 18.1
 OV0201'FEET NORTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH7389 ***********************************************************************
 AH7389  DESIGNATION -  P 166 RESET
 AH7389  PID         -  AH7389
 AH7389  STATE/COUNTY-  WY/PLATTE
 AH7389  USGS QUAD   -  NATWICK SW (1981)
 AH7389
 AH7389                         *CURRENT SURVEY CONTROL
 AH7389  ___________________________________________________________________
 AH7389* NAD 83(1986)-  41 50 26.     (N)    105 13 21.     (W)     SCALED    
 AH7389* NAVD 88     -      1634.95   (meters)    5364.0    (feet)  RESET     
 AH7389  ___________________________________________________________________
 AH7389  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 AH7389
 AH7389  VERT ORDER  -  THIRD
 AH7389
 AH7389.The horizontal coordinates were scaled from a topographic map and have
 AH7389.an estimated accuracy of +/- 6 seconds.
 AH7389
 AH7389.The orthometric height was computed from unverified reset data.
 AH7389
 AH7389.The geoid height was determined by GEOID03.
 AH7389
 AH7389;                    North         East    Units  Estimated Accuracy
 AH7389;SPC WY E     -   148,870.      195,360.      MT  (+/- 180 meters Scaled)
 AH7389
 AH7389                          SUPERSEDED SURVEY CONTROL
 AH7389
 AH7389.No superseded survey control is available for this station.
 AH7389
 AH7389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG815320(NAD 83)
 AH7389_MARKER: DD = SURVEY DISK
 AH7389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7389_STAMPING: P 166 RESET 1998
 AH7389_MARK LOGO: USGS  
 AH7389_PROJECTION: FLUSH
 AH7389_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7389+STABILITY: SURFACE MOTION
 AH7389
 AH7389  HISTORY     - Date     Condition        Report By
 AH7389  HISTORY     - 1998     MONUMENTED       WYDT
 AH7389
 AH7389                          STATION DESCRIPTION
 AH7389
 AH7389'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1998 (SS)
 AH7389'5.94 MILES (9.56 KM) SOUTH ALONG INTERSTATE HIGHWAY 25 FROM THE SOUTH
 AH7389'WHEATLAND INTERCHANGE, THENCE 18.53 MILES (29.82 KM) SOUTHWEST ALONG
 AH7389'STATE HIGHWAY 34, .28 MILE (0.45 KM) SOUTHWEST OF A BRIDGE ACROSS
 AH7389'SYBILLE CREEK, 27.0 FEET (8.2 M) SOUTHWEST OF THE WOUTHWEST CORNER OF
 AH7389'A CONCRETE STOCKPASS, 70.5 FEET (21.5 M) NORTHWEST OF THE CENTERLINE
 AH7389'OF US HIGHWAY 34, 40 FEET (12.2 M) SOUTHEAST OF THE WEST RIGHT OF WAY
 AH7389'FENCE, 83.0 FEET (25.3 M) NORTHWEST OF A CROSS FENCE COMING FROM THE
 AH7389'WEST.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING .2 FOOT
 AH7389'(6.1 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0429 ***********************************************************************
 MO0429  DESIGNATION -  P 167
 MO0429  PID         -  MO0429
 MO0429  STATE/COUNTY-  WY/LARAMIE
 MO0429  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0429
 MO0429                         *CURRENT SURVEY CONTROL
 MO0429  ___________________________________________________________________
 MO0429* NAD 83(1986)-  41 38 29.     (N)    105 15 23.     (W)     SCALED    
 MO0429* NAVD 88     -      2185.817  (meters)    7171.30   (feet)  ADJUSTED  
 MO0429  ___________________________________________________________________
 MO0429  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 MO0429  DYNAMIC HT  -        2184.082 (meters)    7165.61  (feet)  COMP
 MO0429  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 MO0429
 MO0429  VERT ORDER  -  SECOND    CLASS 0
 MO0429
 MO0429.The horizontal coordinates were scaled from a topographic map and have
 MO0429.an estimated accuracy of +/- 6 seconds.
 MO0429
 MO0429.The orthometric height was determined by differential leveling
 MO0429.and adjusted by the National Geodetic Survey in June 1991..
 MO0429
 MO0429.The geoid height was determined by GEOID03.
 MO0429
 MO0429.The dynamic height is computed by dividing the NAVD 88
 MO0429.geopotential number by the normal gravity value computed on the
 MO0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0429.degrees latitude (g = 980.6199 gals.).
 MO0429
 MO0429.The modeled gravity was interpolated from observed gravity values.
 MO0429
 MO0429;                    North         East    Units  Estimated Accuracy
 MO0429;SPC WY E     -   126,750.      192,530.      MT  (+/- 180 meters Scaled)
 MO0429
 MO0429                          SUPERSEDED SURVEY CONTROL
 MO0429
 MO0429  NGVD 29 (??/??/92) 2184.869  (m)         7168.19   (f) ADJ UNCH    2 0
 MO0429
 MO0429.Superseded values are not recommended for survey control.
 MO0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0429.See file dsdata.txt to determine how the superseded data were derived.
 MO0429
 MO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG786099(NAD 83)
 MO0429_MARKER: DB = BENCH MARK DISK
 MO0429_SETTING: 66 = SET IN ROCK OUTCROP
 MO0429_SP_SET: GRANITE OUTCROP
 MO0429_STAMPING: P 167 1966
 MO0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0429+STABILITY: POSITION/ELEVATION WELL
 MO0429
 MO0429  HISTORY     - Date     Condition        Report By
 MO0429  HISTORY     - 1966     MONUMENTED       CGS
 MO0429
 MO0429                          STATION DESCRIPTION
 MO0429
 MO0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0429'7.9 MI NW FROM FARTHING.
 MO0429'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0429'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 6.05 MILES
 MO0429'NORTHWEST ALONG A PRIVATE ROAD, 0.6 MILE NORTHWEST OF A GATE,
 MO0429'0.25 MILE SOUTHWEST OF THE JUNCTION OF A TRACK ROAD, IN THE
 MO0429'TOP OF A GRANITE OUTCROP PROJECTING ABOUT 1 FOOT, 17 1/2 FEET
 MO0429'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 6.6 FEET NORTHWEST
 MO0429'OF A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0196 ***********************************************************************
 MR0196  DESIGNATION -  P 168
 MR0196  PID         -  MR0196
 MR0196  STATE/COUNTY-  WY/LINCOLN
 MR0196  USGS QUAD   -  FOSSIL (1985)
 MR0196
 MR0196                         *CURRENT SURVEY CONTROL
 MR0196  ___________________________________________________________________
 MR0196* NAD 83(1986)-  41 48 59.     (N)    110 39 09.     (W)     SCALED    
 MR0196* NAVD 88     -      2087.613  (meters)    6849.11   (feet)  ADJUSTED  
 MR0196  ___________________________________________________________________
 MR0196  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 MR0196  DYNAMIC HT  -        2085.789 (meters)    6843.13  (feet)  COMP
 MR0196  MODELED GRAV-     979,674.5   (mgal)                       NAVD 88
 MR0196
 MR0196  VERT ORDER  -  SECOND    CLASS 0
 MR0196
 MR0196.The horizontal coordinates were scaled from a topographic map and have
 MR0196.an estimated accuracy of +/- 6 seconds.
 MR0196
 MR0196.The orthometric height was determined by differential leveling
 MR0196.and adjusted by the National Geodetic Survey in June 1991..
 MR0196
 MR0196.The geoid height was determined by GEOID03.
 MR0196
 MR0196.The dynamic height is computed by dividing the NAVD 88
 MR0196.geopotential number by the normal gravity value computed on the
 MR0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0196.degrees latitude (g = 980.6199 gals.).
 MR0196
 MR0196.The modeled gravity was interpolated from observed gravity values.
 MR0196
 MR0196;                    North         East    Units  Estimated Accuracy
 MR0196;SPC WY W     -   246,340.      752,710.      MT  (+/- 180 meters Scaled)
 MR0196
 MR0196                          SUPERSEDED SURVEY CONTROL
 MR0196
 MR0196  NGVD 29 (??/??/92) 2086.200  (m)         6844.47   (f) ADJ UNCH    2 0
 MR0196
 MR0196.Superseded values are not recommended for survey control.
 MR0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0196.See file dsdata.txt to determine how the superseded data were derived.
 MR0196
 MR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM288294(NAD 83)
 MR0196_MARKER: DB = BENCH MARK DISK
 MR0196_SETTING: 66 = SET IN ROCK OUTCROP
 MR0196_SP_SET: OUTCROP
 MR0196_STAMPING: P 168 1966
 MR0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0196+STABILITY: POSITION/ELEVATION WELL
 MR0196
 MR0196  HISTORY     - Date     Condition        Report By
 MR0196  HISTORY     - 1966     MONUMENTED       CGS
 MR0196
 MR0196                          STATION DESCRIPTION
 MR0196
 MR0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0196'6.35 MI W FROM KEMMERER.
 MR0196'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0196'KEMMERER, THENCE 1.15 MILE WEST ALONG U.S. HIGHWAY 30N, AT THE
 MR0196'JUNCTION OF AN ASPHALT ROAD NORTHWEST, ON THE SOUTH SLOPE OF A ROCKY
 MR0196'HILL, IN THE TOP OF A SMALL OUTCROP PROJECTING ABOUT 1 FOOT, 184 FEET
 MR0196'NORTH AND ACROSS THE ROAD FROM THE CENTER LINE OF THE HIGHWAY, 64 FEET
 MR0196'NORTH OF THE CENTER LINE OF THE ASPHALT ROAD, 15 FEET WEST OF THE
 MR0196'EXTENDED CENTER LINE OF A ROAD NORTH, 108 FEET NORTH OF THE NORTHWEST
 MR0196'CORNER OF A STEEL CATTLEGUARD, 12 FEET NORTH OF A TELEPHONE POLE WITH
 MR0196'A GUY WIRE, 7.1 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 20 FEET
 MR0196'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0234 ***********************************************************************
 MQ0234  DESIGNATION -  P 17
 MQ0234  PID         -  MQ0234
 MQ0234  STATE/COUNTY-  WY/SWEETWATER
 MQ0234  USGS QUAD   -  HALFWAY HOLLOW WEST (1987)
 MQ0234
 MQ0234                         *CURRENT SURVEY CONTROL
 MQ0234  ___________________________________________________________________
 MQ0234* NAD 83(1986)-  41 20 30.     (N)    109 37 56.     (W)     SCALED    
 MQ0234* NAVD 88     -      1950.919  (meters)    6400.64   (feet)  ADJUSTED  
 MQ0234  ___________________________________________________________________
 MQ0234  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MQ0234  DYNAMIC HT  -        1949.207 (meters)    6395.02  (feet)  COMP
 MQ0234  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 MQ0234
 MQ0234  VERT ORDER  -  FIRST     CLASS II
 MQ0234
 MQ0234.The horizontal coordinates were scaled from a topographic map and have
 MQ0234.an estimated accuracy of +/- 6 seconds.
 MQ0234
 MQ0234.The orthometric height was determined by differential leveling
 MQ0234.and adjusted by the National Geodetic Survey in June 1991..
 MQ0234
 MQ0234.The geoid height was determined by GEOID03.
 MQ0234
 MQ0234.The dynamic height is computed by dividing the NAVD 88
 MQ0234.geopotential number by the normal gravity value computed on the
 MQ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0234.degrees latitude (g = 980.6199 gals.).
 MQ0234
 MQ0234.The modeled gravity was interpolated from observed gravity values.
 MQ0234
 MQ0234;                    North         East    Units  Estimated Accuracy
 MQ0234;SPC WYWC     -    93,840.      526,160.      MT  (+/- 180 meters Scaled)
 MQ0234
 MQ0234                          SUPERSEDED SURVEY CONTROL
 MQ0234
 MQ0234  NGVD 29 (??/??/92) 1949.629  (m)         6396.41   (f) ADJ UNCH    1 2
 MQ0234
 MQ0234.Superseded values are not recommended for survey control.
 MQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0234.See file dsdata.txt to determine how the superseded data were derived.
 MQ0234
 MQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL144775(NAD 83)
 MQ0234_MARKER: DB = BENCH MARK DISK
 MQ0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0234_STAMPING: 6396.408 P 17 1933
 MQ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0234+STABILITY: SURFACE MOTION
 MQ0234
 MQ0234  HISTORY     - Date     Condition        Report By
 MQ0234  HISTORY     - 1933     MONUMENTED       CGS
 MQ0234  HISTORY     - 1957     MARK NOT FOUND   NGS
 MQ0234
 MQ0234                          STATION DESCRIPTION
 MQ0234
 MQ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0234'17.9 MI S FROM GREEN RIVER.
 MQ0234'ABOUT 17.9 MILES SOUTH ALONG THE LINWOOD-GREEN RIVER HIGHWAY FROM
 MQ0234'GREEN RIVER, SWEETWATER COUNTY, ABOUT 3.2 MILES SOUTHWEST OF THE
 MQ0234'BLACKS FORK BRIDGE, ABOUT 1.9 MILES NORTH OF THE Y-JUNCTION OF A SIDE
 MQ0234'ROAD LEADING SOUTHWEST TO BURNTFORK, ABOUT 500 FEET NORTH OF A 2-FOOT
 MQ0234'CORRUGATED-IRON PIPE CULVERT, AT A SMALL RISE IN A FLAT, AND 54 FEET
 MQ0234'EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MQ0234'6396.408 P 17 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MQ0234'ABOUT 6 INCHES ABOVE GROUND.
 MQ0234
 MQ0234                          STATION RECOVERY (1957)
 MQ0234
 MQ0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MQ0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0828 ***********************************************************************
 MR0828  DESIGNATION -  P 17
 MR0828  PID         -  MR0828
 MR0828  STATE/COUNTY-  WY/LINCOLN
 MR0828  USGS QUAD   -  SUBLET (1985)
 MR0828
 MR0828                         *CURRENT SURVEY CONTROL
 MR0828  ___________________________________________________________________
 MR0828* NAD 83(1993)-  41 57 30.93750(N)    110 32 46.89687(W)     ADJUSTED  
 MR0828* NAVD 88     -      2253.71   (+/-2cm)    7394.0    (feet)  VERTCON   
 MR0828  ___________________________________________________________________
 MR0828  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 MR0828  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 MR0828
 MR0828  HORZ ORDER  -  THIRD
 MR0828  VERT ORDER  -  THIRD ? (See Below)
 MR0828
 MR0828.The horizontal coordinates were established by classical geodetic methods
 MR0828.and adjusted by the National Geodetic Survey in January 1997..
 MR0828
 MR0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0828.The vertical order pertains to the NGVD 29 superseded value.
 MR0828
 MR0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0828
 MR0828.The geoid height was determined by GEOID03.
 MR0828
 MR0828;                    North         East     Units Scale Factor Converg.
 MR0828;SPC WY W     -   262,082.592   761,615.362   MT  0.99995562   -0 18 34.5
 MR0828;UTM  12      - 4,645,278.457   537,593.754   MT  0.99961739   +0 18 11.9
 MR0828
 MR0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0828!SPC WY W     -   0.99964877  x   0.99995562  =   0.99960441
 MR0828!UTM  12      -   0.99964877  x   0.99961739  =   0.99926630
 MR0828
 MR0828:                Primary Azimuth Mark                     Grid Az
 MR0828:SPC WY W     -  WILLOW                                   086 00 06.2
 MR0828:UTM  12      -  WILLOW                                   085 23 19.8
 MR0828
 MR0828|---------------------------------------------------------------------|
 MR0828| PID    Reference Object                     Distance      Geod. Az  |
 MR0828|                                                           dddmmss.s |
 MR0828| MR0826 WILLOW                              APPROX. 2.3 KM 0854131.7 |
 MR0828|---------------------------------------------------------------------|
 MR0828
 MR0828                          SUPERSEDED SURVEY CONTROL
 MR0828
 MR0828  NAD 83(1986)-  41 57 30.92791(N)    110 32 46.89454(W) AD(       ) 3
 MR0828  NAD 27      -  41 57 31.12979(N)    110 32 44.27844(W) AD(       ) 3
 MR0828  NGVD 29 (07/19/86) 2252.30   (m)         7389.4    (f) LEVELING    3  
 MR0828
 MR0828.Superseded values are not recommended for survey control.
 MR0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0828.See file dsdata.txt to determine how the superseded data were derived.
 MR0828
 MR0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3759445278(NAD 83)
 MR0828
 MR0828  HISTORY     - Date     Condition        Report By
 MR0828  HISTORY     - 1936     MONUMENTED       USGS
 MR0828  HISTORY     - 1942     GOOD             USGS
 MR0828
 MR0828                          STATION DESCRIPTION
 MR0828
 MR0828'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 MR0828'QUEALY, 2.3 MI. NW. THEN 1.8 MI. N. FROM, 300 FT. N. OF OLD RD. FORK
 MR0828'NW. 30 FT. W. OF MAIN RD. IN TOP OF CONCRETE POST.
 MR0828'
 MR0828'RECOVERED, AND DESCRIBED AS FOLLOWS, LOCATED ABOUT
 MR0828'11.0 MI. N. OF KEMMERER. NO POST OFFICE OR LOCALITY KNOWN IN QUEALY
 MR0828'NOW IN EXISTENCE IN THIS VICINITY.
 MR0828'
 MR0828'STATION MARK - STANDARD TABLET STAMPED ---7389 P-17, 1936---.
 MR0828'
 MR0828'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0044 ***********************************************************************
 OV0044  DESIGNATION -  P 18
 OV0044  PID         -  OV0044
 OV0044  STATE/COUNTY-  WY/NATRONA
 OV0044  USGS QUAD   -  SMITH FLATS (1978)
 OV0044
 OV0044                         *CURRENT SURVEY CONTROL
 OV0044  ___________________________________________________________________
 OV0044* NAD 83(1986)-  43 01 02.     (N)    106 34 25.     (W)     SCALED    
 OV0044* NAVD 88     -      1642.961  (meters)    5390.28   (feet)  POSTED    
 OV0044  ___________________________________________________________________
 OV0044  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 OV0044  DYNAMIC HT  -        1641.940 (meters)    5386.93  (feet)  COMP
 OV0044  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 OV0044
 OV0044  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0044
 OV0044.The horizontal coordinates were scaled from a topographic map and have
 OV0044.an estimated accuracy of +/- 6 seconds.
 OV0044
 OV0044.The orthometric height was determined by differential leveling
 OV0044.and adjusted by the National Geodetic Survey in 1992..
 OV0044.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0044.rate of 0.0 thru 1.0 mm/km.
 OV0044
 OV0044.The geoid height was determined by GEOID03.
 OV0044
 OV0044.The dynamic height is computed by dividing the NAVD 88
 OV0044.geopotential number by the normal gravity value computed on the
 OV0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0044.degrees latitude (g = 980.6199 gals.).
 OV0044
 OV0044.The modeled gravity was interpolated from observed gravity values.
 OV0044
 OV0044;                    North         East    Units  Estimated Accuracy
 OV0044;SPC WYEC     -   379,850.      461,930.      MT  (+/- 180 meters Scaled)
 OV0044
 OV0044                          SUPERSEDED SURVEY CONTROL
 OV0044
 OV0044  NGVD 29 (??/??/92) 1642.006  (m)         5387.15   (f) ADJ UNCH    1 2
 OV0044
 OV0044.Superseded values are not recommended for survey control.
 OV0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0044.See file dsdata.txt to determine how the superseded data were derived.
 OV0044
 OV0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH717639(NAD 83)
 OV0044_MARKER: DB = BENCH MARK DISK
 OV0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0044_SP_SET: CONCRETE POST
 OV0044_STAMPING: P 18 1934
 OV0044_MARK LOGO: CGS   
 OV0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0044+STABILITY: SURFACE MOTION
 OV0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0044+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1968
 OV0044
 OV0044  HISTORY     - Date     Condition        Report By
 OV0044  HISTORY     - 1934     MONUMENTED       CGS
 OV0044  HISTORY     - 1944     GOOD             NGS
 OV0044  HISTORY     - 19680830 GOOD             USGS
 OV0044
 OV0044                          STATION DESCRIPTION
 OV0044
 OV0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0044'19.2 MI NW FROM CASPER.
 OV0044'ABOUT 19.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OV0044'RAILROAD FROM THE STATION AT CASPER, NATRONA COUNTY, ABOUT 2.5 MILES
 OV0044'EAST OF THE STATION AT BUCKNUM, ABOUT 1,990 FEET WEST OF CHICAGO,
 OV0044'BURLINGTON AND QUINCY RAILROAD MILEPOST 221, NEAR A ROAD CROSSING,
 OV0044'87.0 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO, BURLINGTON AND
 OV0044'QUINCY RAILROAD, 107.0 FEET NORTH OF THE NORTH RAIL OF THE CHICAGO AND
 OV0044'NORTH WESTERN RAILWAY, 38.0 FEET EAST OF THE CENTER LINE OF A COUNTRY
 OV0044'ROAD, 2.0 FEET WEST OF THE ROAD RIGHT-OF-WAY FENCE, AND ABOUT LEVEL
 OV0044'WITH THE TRACK.  A STANDARD DISK, STAMPED P 18 1934 AND SET IN THE TOP
 OV0044'OF A CONCRETE POST.
 OV0044
 OV0044                          STATION RECOVERY (1944)
 OV0044
 OV0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 OV0044'RECOVERED IN GOOD CONDITION.
 OV0044
 OV0044                          STATION RECOVERY (1968)
 OV0044
 OV0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0078 ***********************************************************************
 NS0078  DESIGNATION -  P 19
 NS0078  PID         -  NS0078
 NS0078  STATE/COUNTY-  WY/SWEETWATER
 NS0078  USGS QUAD   -  FARSON (1980)
 NS0078
 NS0078                         *CURRENT SURVEY CONTROL
 NS0078  ___________________________________________________________________
 NS0078* NAD 83(1986)-  42 04 49.     (N)    109 26 17.     (W)     SCALED    
 NS0078* NAVD 88     -      2012.618  (meters)    6603.06   (feet)  ADJUSTED  
 NS0078  ___________________________________________________________________
 NS0078  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NS0078  DYNAMIC HT  -        2010.938 (meters)    6597.55  (feet)  COMP
 NS0078  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 NS0078
 NS0078  VERT ORDER  -  FIRST     CLASS II
 NS0078
 NS0078.The horizontal coordinates were scaled from a topographic map and have
 NS0078.an estimated accuracy of +/- 6 seconds.
 NS0078
 NS0078.The orthometric height was determined by differential leveling
 NS0078.and adjusted by the National Geodetic Survey in June 1991..
 NS0078
 NS0078.The geoid height was determined by GEOID03.
 NS0078
 NS0078.The dynamic height is computed by dividing the NAVD 88
 NS0078.geopotential number by the normal gravity value computed on the
 NS0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0078.degrees latitude (g = 980.6199 gals.).
 NS0078
 NS0078.The modeled gravity was interpolated from observed gravity values.
 NS0078
 NS0078;                    North         East    Units  Estimated Accuracy
 NS0078;SPC WYWC     -   175,720.      543,070.      MT  (+/- 180 meters Scaled)
 NS0078
 NS0078                          SUPERSEDED SURVEY CONTROL
 NS0078
 NS0078  NGVD 29 (??/??/92) 2011.354  (m)         6598.92   (f) ADJ UNCH    1 2
 NS0078
 NS0078.Superseded values are not recommended for survey control.
 NS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0078.See file dsdata.txt to determine how the superseded data were derived.
 NS0078
 NS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM291598(NAD 83)
 NS0078_MARKER: DB = BENCH MARK DISK
 NS0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0078_STAMPING: 6598.638 P 19 1933
 NS0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0078+STABILITY: SURFACE MOTION
 NS0078
 NS0078  HISTORY     - Date     Condition        Report By
 NS0078  HISTORY     - 1933     MONUMENTED       CGS
 NS0078  HISTORY     - 1968     MARK NOT FOUND   USGS
 NS0078
 NS0078                          STATION DESCRIPTION
 NS0078
 NS0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0078'1.8 MI N FROM EDEN.
 NS0078'1.8 MILES NORTH ALONG U.S. HIGHWAY 187 FROM EDEN, SWEETWATER COUNTY,
 NS0078'1.3 MILES SOUTH OF A BRIDGE OVER SANDY CREEK, 100 FEET NORTH OF A
 NS0078'CULVERT, AND 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 NS0078'STANDARD DISK, STAMPED 6598.638 P 1933 AND SET IN THE TOP OF A
 NS0078'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 NS0078
 NS0078                          STATION RECOVERY (1968)
 NS0078
 NS0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NS0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0035 ***********************************************************************
 NS0035  DESIGNATION -  P 20
 NS0035  PID         -  NS0035
 NS0035  STATE/COUNTY-  WY/FREMONT
 NS0035  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0035
 NS0035                         *CURRENT SURVEY CONTROL
 NS0035  ___________________________________________________________________
 NS0035* NAD 83(1986)-  42 27 03.     (N)    108 48 44.     (W)     SCALED    
 NS0035* NAVD 88     -      2396.474  (meters)    7862.43   (feet)  ADJUSTED  
 NS0035  ___________________________________________________________________
 NS0035  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 NS0035  DYNAMIC HT  -        2394.545 (meters)    7856.10  (feet)  COMP
 NS0035  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 NS0035
 NS0035  VERT ORDER  -  FIRST     CLASS II
 NS0035
 NS0035.The horizontal coordinates were scaled from a topographic map and have
 NS0035.an estimated accuracy of +/- 6 seconds.
 NS0035
 NS0035.The orthometric height was determined by differential leveling
 NS0035.and adjusted by the National Geodetic Survey in June 1991..
 NS0035
 NS0035.The geoid height was determined by GEOID03.
 NS0035
 NS0035.The dynamic height is computed by dividing the NAVD 88
 NS0035.geopotential number by the normal gravity value computed on the
 NS0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0035.degrees latitude (g = 980.6199 gals.).
 NS0035
 NS0035.The modeled gravity was interpolated from observed gravity values.
 NS0035
 NS0035;                    North         East    Units  Estimated Accuracy
 NS0035;SPC WYWC     -   216,650.      594,880.      MT  (+/- 180 meters Scaled)
 NS0035
 NS0035                          SUPERSEDED SURVEY CONTROL
 NS0035
 NS0035  NGVD 29 (??/??/92) 2395.264  (m)         7858.46   (f) ADJ UNCH    1 2
 NS0035
 NS0035.Superseded values are not recommended for survey control.
 NS0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0035.See file dsdata.txt to determine how the superseded data were derived.
 NS0035
 NS0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN799021(NAD 83)
 NS0035_MARKER: DB = BENCH MARK DISK
 NS0035_SETTING: 66 = SET IN ROCK OUTCROP
 NS0035_SP_SET: GRANITE OUTCROP
 NS0035_STAMPING: 7858.068 P 20 1933
 NS0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0035+STABILITY: POSITION/ELEVATION WELL
 NS0035
 NS0035  HISTORY     - Date     Condition        Report By
 NS0035  HISTORY     - 1933     MONUMENTED       CGS
 NS0035
 NS0035                          STATION DESCRIPTION
 NS0035
 NS0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0035'1.4 MI SW FROM SOUTH PASS CITY.
 NS0035'1.4 MILES SOUTHWEST ALONG THE ROAD TO FARSON FROM THE POST OFFICE AT
 NS0035'SOUTH PASS CITY, FREMONT COUNTY, 120 FEET EAST OF THE CENTER LINE OF
 NS0035'THE ROAD, AND IN THE TOP OF A SMALL GRANITE OUTCROP.  A STANDARD DISK,
 NS0035'STAMPED 7858.068 P 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0004 ***********************************************************************
 NS0004  DESIGNATION -  P 21
 NS0004  PID         -  NS0004
 NS0004  STATE/COUNTY-  WY/FREMONT
 NS0004  USGS QUAD   -  ARAPAHOE (1978)
 NS0004
 NS0004                         *CURRENT SURVEY CONTROL
 NS0004  ___________________________________________________________________
 NS0004* NAD 83(1993)-  42 59 51.38292(N)    108 25 12.27680(W)     ADJUSTED  
 NS0004* NAVD 88     -      1509.745  (meters)    4953.22   (feet)  ADJUSTED  
 NS0004  ___________________________________________________________________
 NS0004  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 NS0004  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 NS0004  DYNAMIC HT  -        1508.751 (meters)    4949.96  (feet)  COMP
 NS0004  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 NS0004
 NS0004  HORZ ORDER  -  THIRD
 NS0004  VERT ORDER  -  FIRST     CLASS II
 NS0004
 NS0004.The horizontal coordinates were established by classical geodetic methods
 NS0004.and adjusted by the National Geodetic Survey in January 1997..
 NS0004
 NS0004.The orthometric height was determined by differential leveling
 NS0004.and adjusted by the National Geodetic Survey in June 1991..
 NS0004
 NS0004.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0004
 NS0004.The geoid height was determined by GEOID03.
 NS0004
 NS0004.The dynamic height is computed by dividing the NAVD 88
 NS0004.geopotential number by the normal gravity value computed on the
 NS0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0004.degrees latitude (g = 980.6199 gals.).
 NS0004
 NS0004.The modeled gravity was interpolated from observed gravity values.
 NS0004
 NS0004;                    North         East     Units Scale Factor Converg.
 NS0004;SPC WYWC     -   277,440.700   626,901.623   MT  0.99994640   +0 13 30.0
 NS0004;UTM  12      - 4,763,779.021   710,298.521   MT  1.00014409   +1 45 36.2
 NS0004
 NS0004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0004!SPC WYWC     -   0.99976547  x   0.99994640  =   0.99971188
 NS0004!UTM  12      -   0.99976547  x   1.00014409  =   0.99990952
 NS0004
 NS0004:                Primary Azimuth Mark                     Grid Az
 NS0004:SPC WYWC     -  RIVERTON MUNICIPAL TANK                  035 35 18.8
 NS0004:UTM  12      -  RIVERTON MUNICIPAL TANK                  034 03 12.6
 NS0004
 NS0004|---------------------------------------------------------------------|
 NS0004| PID    Reference Object                     Distance      Geod. Az  |
 NS0004|                                                           dddmmss.s |
 NS0004| OW0271 RIVERTON MUNICIPAL TANK             APPROX. 3.7 KM 0354848.8 |
 NS0004|---------------------------------------------------------------------|
 NS0004
 NS0004                          SUPERSEDED SURVEY CONTROL
 NS0004
 NS0004  NAD 83(1986)-  42 59 51.36856(N)    108 25 12.28674(W) AD(       ) 3
 NS0004  NGVD 29 (??/??/92) 1508.755  (m)         4949.97   (f) ADJ UNCH    1 2
 NS0004
 NS0004.Superseded values are not recommended for survey control.
 NS0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0004.See file dsdata.txt to determine how the superseded data were derived.
 NS0004
 NS0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1029963779(NAD 83)
 NS0004_MARKER: DB = BENCH MARK DISK
 NS0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0004_STAMPING: 4949.459 P 21 1933
 NS0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0004+STABILITY: SURFACE MOTION
 NS0004
 NS0004  HISTORY     - Date     Condition        Report By
 NS0004  HISTORY     - 1933     MONUMENTED       CGS
 NS0004  HISTORY     - 1948     GOOD             USGS
 NS0004
 NS0004                          STATION DESCRIPTION
 NS0004
 NS0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0004'2.3 MI SW FROM RIVERTON.
 NS0004'2.3 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 NS0004'RIVERTON, FREMONT COUNTY, 0.5 MILE NORTH OF ST. STEPHENS, 65 FEET
 NS0004'NORTH OF A ROAD CROSSING, 45 FEET NORTHWEST OF THE CENTER LINE OF THE
 NS0004'TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED 4949.459 P 21
 NS0004'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NS0004'GROUND.
 NS0004
 NS0004                          STATION RECOVERY (1948)
 NS0004
 NS0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NS0004'LOCATED ABOUT 2.5 MI. SW. OF RIVERTON NEAR RD. INTERSECTION ABOUT 40
 NS0004'FT. W. OF RAILROAD TRACK.
 NS0004'
 NS0004'TO REACH FROM JUNCTION OF WYOMING STATE HIGHWAY 287 AND WYOMING STATE
 NS0004'HIGHWAY 320 IN RIVERTON, DRIVE S. ON STATE HIGHWAY 320 3.9 MI. TO
 NS0004'GRAVEL T-RD. ON RIGHT RUNNING N.  TURN RIGHT (N.) ON GRAVEL RD. AND
 NS0004'DRIVE 0.6 MI. TO RD. JUNCTION JUST OVER RAILROAD TRACKS.  STATION IS
 NS0004'ABOUT 40 FT. W. OF RAILROAD TRACK AND IS SET NEAR A TELEPHONE POLE
 NS0004'AND FIRST FENCE POST JUST N. OF RD. AS IT CROSSES RAILROAD.
 NS0004'
 NS0004'STATION MARK--USC AND GS B.M. P-21, 1933.  STANDARD DISK SET IN
 NS0004'CONCRETE AND BURIED IN GROUND, STAMPED---P-21, 1933---.
 NS0004'
 NS0004'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0076 ***********************************************************************
 OW0076  DESIGNATION -  P 22
 OW0076  PID         -  OW0076
 OW0076  STATE/COUNTY-  WY/HOT SPRINGS
 OW0076  USGS QUAD   -  BOYSEN (1978)
 OW0076
 OW0076                         *CURRENT SURVEY CONTROL
 OW0076  ___________________________________________________________________
 OW0076* NAD 83(1986)-  43 28 59.     (N)    108 10 01.     (W)     SCALED    
 OW0076* NAVD 88     -      1393.546  (meters)    4571.99   (feet)  ADJUSTED  
 OW0076  ___________________________________________________________________
 OW0076  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 OW0076  DYNAMIC HT  -        1392.753 (meters)    4569.39  (feet)  COMP
 OW0076  MODELED GRAV-     980,003.2   (mgal)                       NAVD 88
 OW0076
 OW0076  VERT ORDER  -  FIRST     CLASS II
 OW0076
 OW0076.The horizontal coordinates were scaled from a topographic map and have
 OW0076.an estimated accuracy of +/- 6 seconds.
 OW0076
 OW0076.The orthometric height was determined by differential leveling
 OW0076.and adjusted by the National Geodetic Survey in June 1991..
 OW0076
 OW0076.The geoid height was determined by GEOID03.
 OW0076
 OW0076.The dynamic height is computed by dividing the NAVD 88
 OW0076.geopotential number by the normal gravity value computed on the
 OW0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0076.degrees latitude (g = 980.6199 gals.).
 OW0076
 OW0076.The modeled gravity was interpolated from observed gravity values.
 OW0076
 OW0076;                    North         East    Units  Estimated Accuracy
 OW0076;SPC WYWC     -   331,480.      647,170.      MT  (+/- 180 meters Scaled)
 OW0076
 OW0076                          SUPERSEDED SURVEY CONTROL
 OW0076
 OW0076  NGVD 29 (??/??/92) 1392.685  (m)         4569.17   (f) ADJ UNCH    1 2
 OW0076
 OW0076.Superseded values are not recommended for survey control.
 OW0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0076.See file dsdata.txt to determine how the superseded data were derived.
 OW0076
 OW0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP291183(NAD 83)
 OW0076_MARKER: DD = SURVEY DISK
 OW0076_SETTING: 66 = SET IN ROCK OUTCROP
 OW0076_SP_SET: ROCK OUTCROP
 OW0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0076+STABILITY: POSITION/ELEVATION WELL
 OW0076
 OW0076  HISTORY     - Date     Condition        Report By
 OW0076  HISTORY     - UNK      MONUMENTED       CGS
 OW0076  HISTORY     - 1933     GOOD             NGS
 OW0076
 OW0076                          STATION DESCRIPTION
 OW0076
 OW0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 OW0076'2.9 MI N FROM BOYSEN DAM.
 OW0076'0.7 MILE SOUTH OF WYO. HIGHWAY DEPT. GARAGE, 18 FEET EAST AND SOUTH OF
 OW0076'HIGHWAY U. S. 20, BRONZE TABLET SET VERTICAL IN ROCK FACE, 1 FOOT
 OW0076'ABOVE HIGHWAY GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0077 ***********************************************************************
 OW0077  DESIGNATION -  P 22 RESET
 OW0077  PID         -  OW0077
 OW0077  STATE/COUNTY-  WY/HOT SPRINGS
 OW0077  USGS QUAD   -  BOYSEN (1978)
 OW0077
 OW0077                         *CURRENT SURVEY CONTROL
 OW0077  ___________________________________________________________________
 OW0077* NAD 83(1986)-  43 28 59.     (N)    108 10 00.     (W)     SCALED    
 OW0077* NAVD 88     -      1393.59   (meters)    4572.1    (feet)  RESET     
 OW0077  ___________________________________________________________________
 OW0077  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 OW0077
 OW0077  VERT ORDER  -  THIRD
 OW0077
 OW0077.The horizontal coordinates were scaled from a topographic map and have
 OW0077.an estimated accuracy of +/- 6 seconds.
 OW0077
 OW0077.The orthometric height was computed from unverified reset data.
 OW0077.No vertical observational check was made to the station.
 OW0077
 OW0077.The geoid height was determined by GEOID03.
 OW0077
 OW0077;                    North         East    Units  Estimated Accuracy
 OW0077;SPC WYWC     -   331,480.      647,190.      MT  (+/- 180 meters Scaled)
 OW0077
 OW0077                          SUPERSEDED SURVEY CONTROL
 OW0077
 OW0077  NGVD 29 (??/??/??) 1392.72   (m)         4569.3    (f) RESET       3  
 OW0077
 OW0077.Superseded values are not recommended for survey control.
 OW0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0077.See file dsdata.txt to determine how the superseded data were derived.
 OW0077
 OW0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP291183(NAD 83)
 OW0077_MARKER: DB = BENCH MARK DISK
 OW0077_SETTING: 66 = SET IN ROCK OUTCROP
 OW0077_SP_SET: ROCK OUTCROP
 OW0077_STAMPING: 4569.299 P 22 RESET 1955
 OW0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0077+STABILITY: POSITION/ELEVATION WELL
 OW0077
 OW0077  HISTORY     - Date     Condition        Report By
 OW0077  HISTORY     - 1955     MONUMENTED       WYHD
 OW0077  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0077
 OW0077                          STATION DESCRIPTION
 OW0077
 OW0077'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1955
 OW0077'2.2 MI N FROM BOYSEN.
 OW0077'IN HOT SPRINGS COUNTY, 2.2 MILES NORTH ALONG U. S. HIGHWAY 20 FROM THE
 OW0077'NORTH PORTAL OF THE NORTHERNMOST TUNNEL AT BOYSEN, FREMONT COUNTY, 0.7
 OW0077'MILE SOUTH OF A STATE HIGHWAY DEPARTMENT GARAGE, 38.5 FEET SOUTH OF
 OW0077'THE CENTERLINE OF THE HIGHWAY, 6 FEET HIGHER THAN THE BORROW PIT, AND
 OW0077'IN THE TOP OF A LARGE LIMESTONE OUTCROP.  A STANDARD DISK, STAMPED
 OW0077'4569.299 P 22 RESET 1955.
 OW0077
 OW0077                          STATION RECOVERY (1982)
 OW0077
 OW0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0016 ***********************************************************************
 OW0016  DESIGNATION -  P 23
 OW0016  PID         -  OW0016
 OW0016  STATE/COUNTY-  WY/WASHAKIE
 OW0016  USGS QUAD   -  NEIBER (1985)
 OW0016
 OW0016                         *CURRENT SURVEY CONTROL
 OW0016  ___________________________________________________________________
 OW0016* NAD 83(1986)-  43 53 37.     (N)    108 07 03.     (W)     SCALED    
 OW0016* NAVD 88     -      1277.725  (meters)    4192.00   (feet)  ADJUSTED  
 OW0016  ___________________________________________________________________
 OW0016  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 OW0016  DYNAMIC HT  -        1277.084 (meters)    4189.90  (feet)  COMP
 OW0016  MODELED GRAV-     980,074.3   (mgal)                       NAVD 88
 OW0016
 OW0016  VERT ORDER  -  FIRST     CLASS II
 OW0016
 OW0016.The horizontal coordinates were scaled from a topographic map and have
 OW0016.an estimated accuracy of +/- 6 seconds.
 OW0016
 OW0016.The orthometric height was determined by differential leveling
 OW0016.and adjusted by the National Geodetic Survey in June 1991..
 OW0016
 OW0016.The geoid height was determined by GEOID03.
 OW0016
 OW0016.The dynamic height is computed by dividing the NAVD 88
 OW0016.geopotential number by the normal gravity value computed on the
 OW0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0016.degrees latitude (g = 980.6199 gals.).
 OW0016
 OW0016.The modeled gravity was interpolated from observed gravity values.
 OW0016
 OW0016;                    North         East    Units  Estimated Accuracy
 OW0016;SPC WYEC     -   477,230.      337,000.      MT  (+/- 180 meters Scaled)
 OW0016
 OW0016                          SUPERSEDED SURVEY CONTROL
 OW0016
 OW0016  NGVD 29 (??/??/92) 1276.900  (m)         4189.30   (f) ADJ UNCH    1 2
 OW0016
 OW0016.Superseded values are not recommended for survey control.
 OW0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0016.See file dsdata.txt to determine how the superseded data were derived.
 OW0016
 OW0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP315640(NAD 83)
 OW0016_MARKER: DB = BENCH MARK DISK
 OW0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0016_SP_SET: CULVERT
 OW0016_STAMPING: 4188.719 P 23 1933
 OW0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0016
 OW0016  HISTORY     - Date     Condition        Report By
 OW0016  HISTORY     - 1933     MONUMENTED       CGS
 OW0016  HISTORY     - 1979     GOOD             USGS
 OW0016
 OW0016                          STATION DESCRIPTION
 OW0016
 OW0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0016'3.1 MI SW FROM NEIBER.
 OW0016'3.1 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OW0016'FROM NEIBER, WASHAKIE COUNTY, AT MILEAGE 356.77, AT A CONCRETE DRAIN,
 OW0016'AND IN THE TOP OF THE NORTHEAST CORNER OF THE NORTHWEST HEADWALL.  A
 OW0016'STANDARD DISK, STAMPED 4188.719 P 23 1933.
 OW0016
 OW0016                          STATION RECOVERY (1979)
 OW0016
 OW0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0016'12.8 MILES SW ALONG U.S. HWY. 20 FROM THE COURTHOUSE AT WORLAND,
 OW0016'WASHAKIE COUNTY, TO THE FIRST DRIVE SE OF TIE DOWN GULCH LEADING SE,
 OW0016'THENCE 0.2 MILE SE ALONG DRIVE TO THE BURLINGTON NORTHERN RAILROAD,
 OW0016'THENCE 0.2 MILE NE ALONG RAILROAD TO THE CULVERT AT TIE DOWN GULCH,
 OW0016'40 FEET NW OF RAILROAD AND 17.1 FEET LOWER, SET IN THE NE CORNER OF
 OW0016'THE NW HEADWALL. A STANDARD DISK, STAMPED 4188.719 P 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0147 ***********************************************************************
 PX0147  DESIGNATION -  P 25
 PX0147  PID         -  PX0147
 PX0147  STATE/COUNTY-  WY/BIG HORN
 PX0147  USGS QUAD   -  FRANNIE (1966)
 PX0147
 PX0147                         *CURRENT SURVEY CONTROL
 PX0147  ___________________________________________________________________
 PX0147* NAD 83(1993)-  44 54 37.66790(N)    108 36 21.14415(W)     ADJUSTED  
 PX0147* NAVD 88     -      1263.160  (meters)    4144.22   (feet)  ADJUSTED  
 PX0147  ___________________________________________________________________
 PX0147  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 PX0147  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 PX0147  DYNAMIC HT  -        1262.663 (meters)    4142.59  (feet)  COMP
 PX0147  MODELED GRAV-     980,181.0   (mgal)                       NAVD 88
 PX0147
 PX0147  HORZ ORDER  -  SECOND
 PX0147  VERT ORDER  -  FIRST     CLASS II
 PX0147
 PX0147.The horizontal coordinates were established by classical geodetic methods
 PX0147.and adjusted by the National Geodetic Survey in January 1997..
 PX0147
 PX0147.The orthometric height was determined by differential leveling
 PX0147.and adjusted by the National Geodetic Survey in June 1991..
 PX0147
 PX0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0147
 PX0147.The geoid height was determined by GEOID03.
 PX0147
 PX0147.The dynamic height is computed by dividing the NAVD 88
 PX0147.geopotential number by the normal gravity value computed on the
 PX0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0147.degrees latitude (g = 980.6199 gals.).
 PX0147
 PX0147.The modeled gravity was interpolated from observed gravity values.
 PX0147
 PX0147;                    North         East     Units Scale Factor Converg.
 PX0147;SPC WYEC     -   590,702.599   299,514.341   MT  1.00006162   -0 53 54.6
 PX0147;SPC WYWC     -   489,924.817   611,380.902   MT  0.99993909   +0 06 06.3
 PX0147;SPC MT       -    73,816.849   670,611.111   MT  1.00005491   +0 39 14.6
 PX0147;SPC MT       -   242,181.26  2,200,167.69   iFT  1.00005491   +0 39 14.6
 PX0147;UTM  12      - 4,975,792.522   688,987.701   MT  1.00003920   +1 41 26.7
 PX0147
 PX0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0147!SPC WYEC     -   0.99980401  x   1.00006162  =   0.99986562
 PX0147!SPC WYWC     -   0.99980401  x   0.99993909  =   0.99974311
 PX0147!SPC MT       -   0.99980401  x   1.00005491  =   0.99985891
 PX0147!UTM  12      -   0.99980401  x   1.00003920  =   0.99984320
 PX0147
 PX0147                          SUPERSEDED SURVEY CONTROL
 PX0147
 PX0147  NAD 83(1986)-  44 54 37.66038(N)    108 36 21.12959(W) AD(       ) 2
 PX0147  NAD 27      -  44 54 37.83750(N)    108 36 18.68230(W) AD(       ) 2
 PX0147  NGVD 29 (06/08/92) 1262.271  (m)         4141.30   (f) ADJUSTED    1 2
 PX0147
 PX0147.Superseded values are not recommended for survey control.
 PX0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0147.See file dsdata.txt to determine how the superseded data were derived.
 PX0147
 PX0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8898875793(NAD 83)
 PX0147_MARKER: DB = BENCH MARK DISK
 PX0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0147_SP_SET: SIPHON
 PX0147_STAMPING: 4140.933 P 25 1933
 PX0147_MARK LOGO: CGS   
 PX0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0147
 PX0147  HISTORY     - Date     Condition        Report By
 PX0147  HISTORY     - 1933     MONUMENTED       CGS
 PX0147  HISTORY     - 1957     GOOD             CGS
 PX0147  HISTORY     - 1957     GOOD             NGS
 PX0147  HISTORY     - 1982     GOOD             NGS
 PX0147
 PX0147                          STATION DESCRIPTION
 PX0147
 PX0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0147'2.0 MI NW FROM DEAVER.
 PX0147'2.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PX0147'FROM DEAVER, BIG HORN COUNTY, AT MILEAGE 454.35, AT A CONCRETE
 PX0147'INVERTED SIPHON OF THE MAIN CANAL, IN THE TOP OF THE HEADWALL, AND 32
 PX0147'FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 PX0147'STAMPED 4140.933 P 25 1933.
 PX0147
 PX0147                          STATION RECOVERY (1957)
 PX0147
 PX0147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0147'LOCATED ABOUT 1-1/2 MILES NORTHWEST OF THE DEAVER RAILROAD
 PX0147'STATION, 4-1/4 MILES SOUTH OF FRANNIE, 0.1 MILE SOUTHWEST OF
 PX0147'U.S. HIGHWAY 310 AND ON THE RIGHT-OF-WAY OF A ROAD LEADING
 PX0147'ALONG A CONCRETE CANAL.  IT IS A STANDARD U.S. COAST AND GEODETIC
 PX0147'SURVEY BENCH MARK DISK, STAMPED P 2 1933, SET IN A DRILL
 PX0147'HOLE IN A CONCRETE CULVERT WHICH RUNS BENEATH THE RAILROAD
 PX0147'TRACKS.  IT IS 35 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 PX0147'RAILROAD TRACKS, 19 FEET SOUTHEAST OF THE CENTER OF A GRAVEL
 PX0147'ROAD AND 10 FEET SOUTH OF A TELEGRAPH POLE.
 PX0147'
 PX0147'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 PX0147'STATION DEAVER AND THE DISTANCE WAS FOUND TO BE 48.137 METERS-157.93
 PX0147'FEET.
 PX0147
 PX0147                          STATION RECOVERY (1957)
 PX0147
 PX0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PX0147'RECOVERED IN GOOD CONDITION.
 PX0147
 PX0147                          STATION RECOVERY (1982)
 PX0147
 PX0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0147'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  22.1 KM (13.75
 PX0147'NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH NEVADA IN
 PX0147'LOVELL, IN THE CENTER OF THE SOUTHWEST CONCRETE HEADWALL OF AN
 PX0147'IRRIGATION DITCH CULVERT UNDER THE BURLINGTON NORTHERN RAILROAD, 51.2
 PX0147'METERS (168.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.5
 PX0147'METERS (34.4 FT) SOUTHWEST OF THE NEAR RAIL AND 7.0 METERS (23.0 FT)
 PX0147'SOUTHEAST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTHWEST.
 PX0147'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0160 ***********************************************************************
 PX0160  DESIGNATION -  P 26
 PX0160  PID         -  PX0160
 PX0160  STATE/COUNTY-  WY/PARK
 PX0160  USGS QUAD   -  SHOSHONE CANYON (1987)
 PX0160
 PX0160                         *CURRENT SURVEY CONTROL
 PX0160  ___________________________________________________________________
 PX0160* NAD 83(1986)-  44 30 02.     (N)    109 13 37.     (W)     SCALED    
 PX0160* NAVD 88     -      1656.906  (meters)    5436.03   (feet)  ADJUSTED  
 PX0160  ___________________________________________________________________
 PX0160  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 PX0160  DYNAMIC HT  -        1656.053 (meters)    5433.23  (feet)  COMP
 PX0160  MODELED GRAV-     980,045.2   (mgal)                       NAVD 88
 PX0160
 PX0160  VERT ORDER  -  SECOND    CLASS 0
 PX0160
 PX0160.The horizontal coordinates were scaled from a topographic map and have
 PX0160.an estimated accuracy of +/- 6 seconds.
 PX0160
 PX0160.The orthometric height was determined by differential leveling
 PX0160.and adjusted by the National Geodetic Survey in June 1991..
 PX0160
 PX0160.The geoid height was determined by GEOID03.
 PX0160
 PX0160.The dynamic height is computed by dividing the NAVD 88
 PX0160.geopotential number by the normal gravity value computed on the
 PX0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0160.degrees latitude (g = 980.6199 gals.).
 PX0160
 PX0160.The modeled gravity was interpolated from observed gravity values.
 PX0160
 PX0160;                    North         East    Units  Estimated Accuracy
 PX0160;SPC WYWC     -   444,480.      562,070.      MT  (+/- 180 meters Scaled)
 PX0160
 PX0160                          SUPERSEDED SURVEY CONTROL
 PX0160
 PX0160  NGVD 29 (??/??/92) 1655.804  (m)         5432.42   (f) ADJ UNCH    2 0
 PX0160
 PX0160.Superseded values are not recommended for survey control.
 PX0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0160.See file dsdata.txt to determine how the superseded data were derived.
 PX0160
 PX0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ409290(NAD 83)
 PX0160_MARKER: DB = BENCH MARK DISK
 PX0160_SETTING: 66 = SET IN ROCK OUTCROP
 PX0160_SP_SET: ROCK OUTCROP
 PX0160_STAMPING: 5432.010 P 26 1933
 PX0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0160+STABILITY: POSITION/ELEVATION WELL
 PX0160
 PX0160  HISTORY     - Date     Condition        Report By
 PX0160  HISTORY     - 1933     MONUMENTED       CGS
 PX0160  HISTORY     - 1983     MARK NOT FOUND   USGS
 PX0160
 PX0160                          STATION DESCRIPTION
 PX0160
 PX0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0160'9.2 MI W FROM CODY.
 PX0160'9.2 MILES WEST ALONG U.S. HIGHWAY 20 FROM CODY, PARK COUNTY, ABOUT 2.3
 PX0160'MILES WEST OF SHOSHONE DAM, ABOUT 130 FEET NORTHEAST OF A CULVERT, 48
 PX0160'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET SOUTHWEST OF A
 PX0160'MOUND OF LOOSE STONES, AND IN THE TOP OF A LARGE ROCK OUTCROP NEAR THE
 PX0160'PAINTED LETTERS U.S.B.M. A STANDARD DISK, STAMPED 5432.010 P 26 1933.
 PX0160
 PX0160                          STATION RECOVERY (1983)
 PX0160
 PX0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0137 ***********************************************************************
 OV0137  DESIGNATION -  P 26
 OV0137  PID         -  OV0137
 OV0137  STATE/COUNTY-  WY/NATRONA
 OV0137  USGS QUAD   -  ARMINTO (1976)
 OV0137
 OV0137                         *CURRENT SURVEY CONTROL
 OV0137  ___________________________________________________________________
 OV0137* NAD 83(1986)-  43 11 36.     (N)    107 22 14.     (W)     SCALED    
 OV0137* NAVD 88     -      1778.737  (meters)    5835.74   (feet)  POSTED    
 OV0137  ___________________________________________________________________
 OV0137  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 OV0137  DYNAMIC HT  -        1777.510 (meters)    5831.71  (feet)  COMP
 OV0137  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 OV0137
 OV0137  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0137
 OV0137.The horizontal coordinates were scaled from a topographic map and have
 OV0137.an estimated accuracy of +/- 6 seconds.
 OV0137
 OV0137.The orthometric height was determined by differential leveling
 OV0137.and adjusted by the National Geodetic Survey in 1992..
 OV0137.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0137.rate of 1.1 thru 2.0 mm/km.
 OV0137
 OV0137.The geoid height was determined by GEOID03.
 OV0137
 OV0137.The dynamic height is computed by dividing the NAVD 88
 OV0137.geopotential number by the normal gravity value computed on the
 OV0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0137.degrees latitude (g = 980.6199 gals.).
 OV0137
 OV0137.The modeled gravity was interpolated from observed gravity values.
 OV0137
 OV0137;                    North         East    Units  Estimated Accuracy
 OV0137;SPC WYEC     -   399,130.      396,980.      MT  (+/- 180 meters Scaled)
 OV0137
 OV0137                          SUPERSEDED SURVEY CONTROL
 OV0137
 OV0137  NGVD 29 (??/??/92) 1777.582  (m)         5831.95   (f) ADJ UNCH    1 2
 OV0137
 OV0137.Superseded values are not recommended for survey control.
 OV0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0137.See file dsdata.txt to determine how the superseded data were derived.
 OV0137
 OV0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH073850(NAD 83)
 OV0137_MARKER: DB = BENCH MARK DISK
 OV0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0137_SP_SET: ABUTMENT
 OV0137_STAMPING: P 26 1934
 OV0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0137
 OV0137  HISTORY     - Date     Condition        Report By
 OV0137  HISTORY     - 1934     MONUMENTED       CGS
 OV0137
 OV0137                          STATION DESCRIPTION
 OV0137
 OV0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0137'5.8 MI W FROM ARMINTO.
 OV0137'5.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OV0137'THE STATION AT ARMINTO, NATRONA COUNTY, ABOUT 0.15 MILE EAST OF THE
 OV0137'STATION SIGN AT HOAGLAND, ABOUT 0.3 MILE WEST OF MILEPOST 266, AT
 OV0137'BRIDGE 266.28, IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT, 6.0
 OV0137'FEET SOUTH OF THE SOUTH RAIL, AND 1.0 FOOT LOWER THAN THE TRACK.  A
 OV0137'STANDARD DISK, STAMPED P 26 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0189 ***********************************************************************
 NR0189  DESIGNATION -  P 27
 NR0189  PID         -  NR0189
 NR0189  STATE/COUNTY-  WY/CARBON
 NR0189  USGS QUAD   -  BUCKLIN RESERVOIRS (1981)
 NR0189
 NR0189                         *CURRENT SURVEY CONTROL
 NR0189  ___________________________________________________________________
 NR0189* NAD 83(1986)-  42 23 03.     (N)    107 27 17.     (W)     SCALED    
 NR0189* NAVD 88     -      1917.118  (meters)    6289.74   (feet)  ADJUSTED  
 NR0189  ___________________________________________________________________
 NR0189  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 NR0189  DYNAMIC HT  -        1915.656 (meters)    6284.95  (feet)  COMP
 NR0189  MODELED GRAV-     979,790.6   (mgal)                       NAVD 88
 NR0189
 NR0189  VERT ORDER  -  SECOND    CLASS 0
 NR0189
 NR0189.The horizontal coordinates were scaled from a topographic map and have
 NR0189.an estimated accuracy of +/- 6 seconds.
 NR0189
 NR0189.The orthometric height was determined by differential leveling
 NR0189.and adjusted by the National Geodetic Survey in June 1991..
 NR0189
 NR0189.The geoid height was determined by GEOID03.
 NR0189
 NR0189.The dynamic height is computed by dividing the NAVD 88
 NR0189.geopotential number by the normal gravity value computed on the
 NR0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0189.degrees latitude (g = 980.6199 gals.).
 NR0189
 NR0189.The modeled gravity was interpolated from observed gravity values.
 NR0189
 NR0189;                    North         East    Units  Estimated Accuracy
 NR0189;SPC WYEC     -   309,250.      390,000.      MT  (+/- 180 meters Scaled)
 NR0189
 NR0189                          SUPERSEDED SURVEY CONTROL
 NR0189
 NR0189  NGVD 29 (??/??/92) 1916.036  (m)         6286.19   (f) ADJ UNCH    2 0
 NR0189
 NR0189.Superseded values are not recommended for survey control.
 NR0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0189.See file dsdata.txt to determine how the superseded data were derived.
 NR0189
 NR0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG979953(NAD 83)
 NR0189_MARKER: DB = BENCH MARK DISK
 NR0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0189_STAMPING: P 27 1934
 NR0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0189+STABILITY: SURFACE MOTION
 NR0189
 NR0189  HISTORY     - Date     Condition        Report By
 NR0189  HISTORY     - 1934     MONUMENTED       CGS
 NR0189  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0189
 NR0189                          STATION DESCRIPTION
 NR0189
 NR0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0189'1.7 MI W FROM THREE FORKS.
 NR0189'ABOUT 1.7 MILES WEST ALONG U.S. HIGHWAY 287 FROM THREE FORKS, CARBON
 NR0189'COUNTY, AT THE SUMMIT OF A HILL, ABOUT 430 FEET EAST OF A TIMBER
 NR0189'BRIDGE OVER A DRY RUN, ABOUT 155 FEET WEST OF THE CORNER OF A
 NR0189'FENCED-IN FIELD, AND 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 NR0189'A STANDARD DISK, STAMPED P 27 1934 AND SET IN THE TOP OF A CONCRETE
 NR0189'POST.
 NR0189
 NR0189                          STATION RECOVERY (1982)
 NR0189
 NR0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0012 ***********************************************************************
 NS0012  DESIGNATION -  P 28
 NS0012  PID         -  NS0012
 NS0012  STATE/COUNTY-  WY/FREMONT
 NS0012  USGS QUAD   -  SWEETWATER STATION (1953)
 NS0012
 NS0012                         *CURRENT SURVEY CONTROL
 NS0012  ___________________________________________________________________
 NS0012* NAD 83(1986)-  42 32 40.     (N)    108 11 19.     (W)     SCALED    
 NS0012* NAVD 88     -      2000.577  (meters)    6563.56   (feet)  ADJUSTED  
 NS0012  ___________________________________________________________________
 NS0012  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NS0012  DYNAMIC HT  -        1999.121 (meters)    6558.78  (feet)  COMP
 NS0012  MODELED GRAV-     979,821.6   (mgal)                       NAVD 88
 NS0012
 NS0012  VERT ORDER  -  SECOND    CLASS 0
 NS0012
 NS0012.The horizontal coordinates were scaled from a topographic map and have
 NS0012.an estimated accuracy of +/- 6 seconds.
 NS0012
 NS0012.The orthometric height was determined by differential leveling
 NS0012.and adjusted by the National Geodetic Survey in June 1991..
 NS0012
 NS0012.The geoid height was determined by GEOID03.
 NS0012
 NS0012.The dynamic height is computed by dividing the NAVD 88
 NS0012.geopotential number by the normal gravity value computed on the
 NS0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0012.degrees latitude (g = 980.6199 gals.).
 NS0012
 NS0012.The modeled gravity was interpolated from observed gravity values.
 NS0012
 NS0012;                    North         East    Units  Estimated Accuracy
 NS0012;SPC WYWC     -   227,200.      646,110.      MT  (+/- 180 meters Scaled)
 NS0012
 NS0012                          SUPERSEDED SURVEY CONTROL
 NS0012
 NS0012  NGVD 29 (??/??/92) 1999.504  (m)         6560.04   (f) ADJ UNCH    2 0
 NS0012
 NS0012.Superseded values are not recommended for survey control.
 NS0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0012.See file dsdata.txt to determine how the superseded data were derived.
 NS0012
 NS0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN308140(NAD 83)
 NS0012_MARKER: DB = BENCH MARK DISK
 NS0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0012_STAMPING: P 28 1934
 NS0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0012+STABILITY: SURFACE MOTION
 NS0012
 NS0012  HISTORY     - Date     Condition        Report By
 NS0012  HISTORY     - 1934     MONUMENTED       CGS
 NS0012  HISTORY     - 20000917 MARK NOT FOUND   NGS
 NS0012
 NS0012                          STATION DESCRIPTION
 NS0012
 NS0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0012'39.2 MI SE FROM LANDER.
 NS0012'ABOUT 39.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 NS0012'AT LANDER, FREMONT COUNTY, 0.5 MI NW OF SWEETWATER STATION, AT THE
 NS0012'JUNCTION OF SAND DRAW ROAD, 34 FEET SOUTHWEST OF THE CENTER LINE OF
 NS0012'THE ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2
 NS0012'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 28 1934 AND
 NS0012'SET IN THE TOP OF A CONCRETE POST.
 NS0012
 NS0012                          STATION RECOVERY (2000)
 NS0012
 NS0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 NS0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0366 ***********************************************************************
 NS0366  DESIGNATION -  P 28 RESET
 NS0366  PID         -  NS0366
 NS0366  STATE/COUNTY-  WY/FREMONT
 NS0366  USGS QUAD   -  SWEETWATER STATION (1953)
 NS0366
 NS0366                         *CURRENT SURVEY CONTROL
 NS0366  ___________________________________________________________________
 NS0366* NAD 83(1986)-  42 32 40.     (N)    108 11 19.     (W)     SCALED    
 NS0366* NAVD 88     -      2000.39   (meters)    6562.9    (feet)  RESET     
 NS0366  ___________________________________________________________________
 NS0366  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NS0366
 NS0366  VERT ORDER  -  THIRD
 NS0366
 NS0366.The horizontal coordinates were scaled from a topographic map and have
 NS0366.an estimated accuracy of +/- 6 seconds.
 NS0366
 NS0366.The orthometric height was computed from unverified reset data.
 NS0366
 NS0366.The geoid height was determined by GEOID03.
 NS0366
 NS0366;                    North         East    Units  Estimated Accuracy
 NS0366;SPC WYWC     -   227,200.      646,110.      MT  (+/- 180 meters Scaled)
 NS0366
 NS0366                          SUPERSEDED SURVEY CONTROL
 NS0366
 NS0366  NGVD 29 (03/28/06) 1999.32   (m)         6559.4    (f) RESET       3  
 NS0366
 NS0366.Superseded values are not recommended for survey control.
 NS0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0366.See file dsdata.txt to determine how the superseded data were derived.
 NS0366
 NS0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN308140(NAD 83)
 NS0366_MARKER: DV = VERTICAL CONTROL DISK
 NS0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0366_SP_SET: CONCRETE POST
 NS0366_STAMPING: P 28 RESET 1986
 NS0366_MARK LOGO: NGS   
 NS0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 NS0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0366+STABILITY: SURFACE MOTION
 NS0366
 NS0366  HISTORY     - Date     Condition        Report By
 NS0366  HISTORY     - 1986     MONUMENTED       WYHD
 NS0366  HISTORY     - 20000917 MARK NOT FOUND   NGS
 NS0366
 NS0366                          STATION DESCRIPTION
 NS0366
 NS0366'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1986
 NS0366'580 FEET NORTH AND 480 FEET EAST OF JUNCTION U.S. 287 AND WYOMING 135.
 NS0366'250 FEET EAST OF OIL MARKER. SECTION 28, SECTION 27, T 30 N, R 95 W,
 NS0366'6TH PM. MARK PROJECTS 4 INCHES ABOVE GROUND.
 NS0366
 NS0366                          STATION RECOVERY (2000)
 NS0366
 NS0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 NS0366'POST FOUND WITH DISK TORN OFF AT EAST SIDE OF REST STOP.  WITNESS SIGN
 NS0366'REMOVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0168 ***********************************************************************
 NR0168  DESIGNATION -  P 30
 NR0168  PID         -  NR0168
 NR0168  STATE/COUNTY-  WY/CARBON
 NR0168  USGS QUAD   -  SEPARATION RIM (1981)
 NR0168
 NR0168                         *CURRENT SURVEY CONTROL
 NR0168  ___________________________________________________________________
 NR0168* NAD 83(1986)-  42 06 17.     (N)    107 25 52.     (W)     SCALED    
 NR0168* NAVD 88     -      1989.279  (meters)    6526.49   (feet)  ADJUSTED  
 NR0168  ___________________________________________________________________
 NR0168  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 NR0168  DYNAMIC HT  -        1987.646 (meters)    6521.14  (feet)  COMP
 NR0168  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 NR0168
 NR0168  VERT ORDER  -  FIRST     CLASS II
 NR0168
 NR0168.The horizontal coordinates were scaled from a topographic map and have
 NR0168.an estimated accuracy of +/- 6 seconds.
 NR0168
 NR0168.The orthometric height was determined by differential leveling
 NR0168.and adjusted by the National Geodetic Survey in June 1991..
 NR0168
 NR0168.The geoid height was determined by GEOID03.
 NR0168
 NR0168.The dynamic height is computed by dividing the NAVD 88
 NR0168.geopotential number by the normal gravity value computed on the
 NR0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0168.degrees latitude (g = 980.6199 gals.).
 NR0168
 NR0168.The modeled gravity was interpolated from observed gravity values.
 NR0168
 NR0168;                    North         East    Units  Estimated Accuracy
 NR0168;SPC WYEC     -   278,210.      391,910.      MT  (+/- 180 meters Scaled)
 NR0168
 NR0168                          SUPERSEDED SURVEY CONTROL
 NR0168
 NR0168  NGVD 29 (??/??/92) 1988.136  (m)         6522.74   (f) ADJ UNCH    1 2
 NR0168
 NR0168.Superseded values are not recommended for survey control.
 NR0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0168.See file dsdata.txt to determine how the superseded data were derived.
 NR0168
 NR0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG989642(NAD 83)
 NR0168_MARKER: DB = BENCH MARK DISK
 NR0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0168_STAMPING: P 30 1933
 NR0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0168+STABILITY: SURFACE MOTION
 NR0168
 NR0168  HISTORY     - Date     Condition        Report By
 NR0168  HISTORY     - 1933     MONUMENTED       CGS
 NR0168  HISTORY     - 1945     GOOD             NGS
 NR0168  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0168
 NR0168                          STATION DESCRIPTION
 NR0168
 NR0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0168'26.2 MI N FROM RAWLINS.
 NR0168'26.2 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 NR0168'RAWLINS, CARBON COUNTY, AT THE TOP OF A RISE FROM BOTH THE NORTH AND
 NR0168'THE SOUTH, AT A ROAD INTERSECTION, 70 FEET EAST OF THE CENTER LINE OF
 NR0168'THE HIGHWAY, AND 40 FEET NORTH OF THE ROAD LEADING EAST.  A STANDARD
 NR0168'DISK, STAMPED P 30 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0168'PROJECTING 4 INCHES ABOVE GROUND.
 NR0168
 NR0168                          STATION RECOVERY (1945)
 NR0168
 NR0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 NR0168'RECOVERED IN GOOD CONDITION.
 NR0168
 NR0168                          STATION RECOVERY (1982)
 NR0168
 NR0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0163 ***********************************************************************
 NR0163  DESIGNATION -  P 31
 NR0163  PID         -  NR0163
 NR0163  STATE/COUNTY-  WY/NATRONA
 NR0163  USGS QUAD   -  SANFORD RANCH (1984)
 NR0163
 NR0163                         *CURRENT SURVEY CONTROL
 NR0163  ___________________________________________________________________
 NR0163* NAD 83(1993)-  42 33 54.24036(N)    107 00 53.84612(W)     ADJUSTED  
 NR0163* NAVD 88     -      1801.287  (meters)    5909.72   (feet)  ADJUSTED  
 NR0163  ___________________________________________________________________
 NR0163  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 NR0163  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 NR0163  DYNAMIC HT  -        1800.082 (meters)    5905.77  (feet)  COMP
 NR0163  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 NR0163
 NR0163  HORZ ORDER  -  THIRD
 NR0163  VERT ORDER  -  FIRST     CLASS II
 NR0163
 NR0163.The horizontal coordinates were established by classical geodetic methods
 NR0163.and adjusted by the National Geodetic Survey in January 1997..
 NR0163
 NR0163.The orthometric height was determined by differential leveling
 NR0163.and adjusted by the National Geodetic Survey in June 1991..
 NR0163
 NR0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0163
 NR0163.The geoid height was determined by GEOID03.
 NR0163
 NR0163.The dynamic height is computed by dividing the NAVD 88
 NR0163.geopotential number by the normal gravity value computed on the
 NR0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0163.degrees latitude (g = 980.6199 gals.).
 NR0163
 NR0163.The modeled gravity was interpolated from observed gravity values.
 NR0163
 NR0163;                    North         East     Units Scale Factor Converg.
 NR0163;SPC WYEC     -   329,389.846   426,141.426   MT  0.99994590   +0 12 55.3
 NR0163;UTM  13      - 4,714,485.673   334,607.564   MT  0.99993656   -1 21 47.8
 NR0163
 NR0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0163!SPC WYEC     -   0.99971950  x   0.99994590  =   0.99966542
 NR0163!UTM  13      -   0.99971950  x   0.99993656  =   0.99965608
 NR0163
 NR0163:                Primary Azimuth Mark                     Grid Az
 NR0163:SPC WYEC     -  SANFORD                                  186 09 32.1
 NR0163:UTM  13      -  SANFORD                                  187 44 15.2
 NR0163
 NR0163|---------------------------------------------------------------------|
 NR0163| PID    Reference Object                     Distance      Geod. Az  |
 NR0163|                                                           dddmmss.s |
 NR0163| NR0401 SANFORD                             APPROX. 4.0 KM 1862227.4 |
 NR0163|---------------------------------------------------------------------|
 NR0163
 NR0163                          SUPERSEDED SURVEY CONTROL
 NR0163
 NR0163  NAD 83(1986)-  42 33 54.22709(N)    107 00 53.83426(W) AD(       ) 3
 NR0163  NAD 27      -  42 33 54.38041(N)    107 00 51.64520(W) AD(       ) 3
 NR0163  NGVD 29 (06/08/92) 1800.374  (m)         5906.73   (f) ADJUSTED    1 2
 NR0163
 NR0163.Superseded values are not recommended for survey control.
 NR0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0163.See file dsdata.txt to determine how the superseded data were derived.
 NR0163
 NR0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH3460814486(NAD 83)
 NR0163_MARKER: DB = BENCH MARK DISK
 NR0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0163_STAMPING: P 31 1933
 NR0163_MARK LOGO: CGS   
 NR0163_PROJECTION: PROJECTING 5 CENTIMETERS
 NR0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0163+STABILITY: SURFACE MOTION
 NR0163
 NR0163  HISTORY     - Date     Condition        Report By
 NR0163  HISTORY     - 1933     MONUMENTED       CGS
 NR0163  HISTORY     - 1944     GOOD             NGS
 NR0163  HISTORY     - 1957     GOOD             USGS
 NR0163  HISTORY     - 1982     GOOD             NGS
 NR0163
 NR0163                          STATION DESCRIPTION
 NR0163
 NR0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0163'44.9 MI SW FROM CASPER.
 NR0163'44.9 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0163'CASPER, NATRONA COUNTY, 9.4 MILES SOUTHWEST OF THE JUNCTION OF THE
 NR0163'ROAD LEADING TO PATHFINDER DAM, 46.5 FEET SOUTHEAST OF THE CENTER LINE
 NR0163'OF THE HIGHWAY, 22.6 FEET EAST OF THE CENTER LINE OF A FARM ROAD
 NR0163'LEADING SOUTH, AND 4 FEET NORTH OF A WIRE FENCE PARALLELING THE
 NR0163'HIGHWAY.  A STANDARD DISK, STAMPED P 31 1933 AND SET IN THE TOP OF A
 NR0163'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0163
 NR0163                          STATION RECOVERY (1944)
 NR0163
 NR0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 NR0163'RECOVERED IN GOOD CONDITION.
 NR0163
 NR0163                          STATION RECOVERY (1957)
 NR0163
 NR0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0163'RECOVERED IN GOOD CONDITION.
 NR0163'
 NR0163'STATION LOCATED ABOUT 15 MI. WSW. OF ALCOVA ON HIGHWAY 220 ROW, 3 FT.
 NR0163'N. OF FENCE LINE IN SE. CORNER OF JUNCTION 220 AND DIRT RD. CROSSING.
 NR0163'
 NR0163'TO REACH FROM POST OFFICE IN ALCOVA, GO SW. ON HIGHWAY 220 15.6 MI.
 NR0163'TO JUNCTION DIRT RD. AT MAIL BOXES FOR --UC-- AND SANFORD RANCHES AND
 NR0163'STATION ON LEFT IN SE. CORNER JUNCTION.
 NR0163'
 NR0163'STATION MARK--STANDARD USC AND GS CAP SET IN CONCRETE PROJECTING 2
 NR0163'IN., STAMPED ---P-31 1933---.
 NR0163'
 NR0163'REFERENCE MARK NO. 1--STANDARD USGS COPPER NAIL AND WASHER SET IN
 NR0163'CONCRETE PROJECTING 4 IN. AND IS 59.30 FT. W. OF STATION IN FENCE
 NR0163'LINE, N 74 DEG 10 MIN E.
 NR0163'
 NR0163'REFERENCE MARK NO. 2--STANDARD GLO SECTION CORNER PROJECTING 3 IN.,
 NR0163'STAMPED ---S 15, 16, 21, 22 T. 30 N., R. 85 W.--- AND IS 574.10 FT.
 NR0163'S. OF STATION, N 03 DEG 36 MIN W.
 NR0163'
 NR0163'REFERENCE MARK NO. 3--A COPPER NAIL AND WASHER IN THE NW. CORNER OF A
 NR0163'CATTLEGUARD, 27.44 FT. W. OF STATION MARK, N 78 DEG 55 MIN E.
 NR0163
 NR0163                          STATION RECOVERY (1982)
 NR0163
 NR0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0163'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.6 KM (27.1
 NR0163'MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS JUNCTION WITH U.S.
 NR0163'HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP, 78.6 METERS (257.9 FT)
 NR0163'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 31.1 METERS (102.0 FT)
 NR0163'NORTHWEST OF A FENCE, 29.4 METERS (96.5 FT) NORTH OF THE NORTHEAST
 NR0163'CORNER OF A CATTLE GUARD AND 6.9 METERS (22.6 FT) EAST OF THE CENTER
 NR0163'OF A DIRT ROAD.
 NR0163'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NR0163'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0223 ***********************************************************************
 MO0223  DESIGNATION -  P 311
 MO0223  PID         -  MO0223
 MO0223  STATE/COUNTY-  WY/LARAMIE
 MO0223  USGS QUAD   -  BORIE (1994)
 MO0223
 MO0223                         *CURRENT SURVEY CONTROL
 MO0223  ___________________________________________________________________
 MO0223* NAD 83(1986)-  41 03 10.     (N)    104 53 42.     (W)     SCALED    
 MO0223* NAVD 88     -      1941.837  (meters)    6370.84   (feet)  ADJUSTED  
 MO0223  ___________________________________________________________________
 MO0223  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 MO0223  DYNAMIC HT  -        1940.123 (meters)    6365.22  (feet)  COMP
 MO0223  MODELED GRAV-     979,672.1   (mgal)                       NAVD 88
 MO0223
 MO0223  VERT ORDER  -  FIRST     CLASS II
 MO0223
 MO0223.The horizontal coordinates were scaled from a topographic map and have
 MO0223.an estimated accuracy of +/- 6 seconds.
 MO0223
 MO0223.The orthometric height was determined by differential leveling
 MO0223.and adjusted by the National Geodetic Survey in June 1991..
 MO0223
 MO0223.The geoid height was determined by GEOID03.
 MO0223
 MO0223.The dynamic height is computed by dividing the NAVD 88
 MO0223.geopotential number by the normal gravity value computed on the
 MO0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0223.degrees latitude (g = 980.6199 gals.).
 MO0223
 MO0223.The modeled gravity was interpolated from observed gravity values.
 MO0223
 MO0223;                    North         East    Units  Estimated Accuracy
 MO0223;SPC WY E     -    61,420.      222,840.      MT  (+/- 180 meters Scaled)
 MO0223
 MO0223                          SUPERSEDED SURVEY CONTROL
 MO0223
 MO0223  NGVD 29 (??/??/92) 1940.770  (m)         6367.34   (f) ADJ UNCH    1 2
 MO0223
 MO0223.Superseded values are not recommended for survey control.
 MO0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0223.See file dsdata.txt to determine how the superseded data were derived.
 MO0223
 MO0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF088446(NAD 83)
 MO0223_MARKER: DB = BENCH MARK DISK
 MO0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0223_STAMPING: P 311 1939
 MO0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0223+STABILITY: SURFACE MOTION
 MO0223
 MO0223  HISTORY     - Date     Condition        Report By
 MO0223  HISTORY     - 1939     MONUMENTED       CGS
 MO0223  HISTORY     - 1956     MARK NOT FOUND   NGS
 MO0223
 MO0223                          STATION DESCRIPTION
 MO0223
 MO0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0223'AT SPEER.
 MO0223'AT SPEER, LARAMIE COUNTY, ON THE UNION PACIFIC RR, 129 FEET
 MO0223'N OF THE SECTION HOUSE, 4 POLES S OF MILEPOST 98, AT A RISE,
 MO0223'60 FEET E OF A SNOW FENCE, 39 FEET W OF THE CENTERLINE OF THE
 MO0223'WEST TRACK, AND 3 FEET S OF A WHITE WOODEN WITNESS POST.  A
 MO0223'STANDARD DISK, STAMPED P 311 1939 AND SET IN THE TOP OF A
 MO0223'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0023 ***********************************************************************
 OX0023  DESIGNATION -  P 312
 OX0023  PID         -  OX0023
 OX0023  STATE/COUNTY-  WY/TETON
 OX0023  USGS QUAD   -  GRIZZLY LAKE (1996)
 OX0023
 OX0023                         *CURRENT SURVEY CONTROL
 OX0023  ___________________________________________________________________
 OX0023* NAD 83(1986)-  43 36 38.     (N)    110 25 54.     (W)     SCALED    
 OX0023* NAVD 88     -      2139.126  (meters)    7018.12   (feet)  ADJUSTED  
 OX0023  ___________________________________________________________________
 OX0023  GEOID HEIGHT-          -8.71  (meters)                     GEOID03
 OX0023  DYNAMIC HT  -        2137.602 (meters)    7013.12  (feet)  COMP
 OX0023  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 OX0023
 OX0023  VERT ORDER  -  SECOND    CLASS 0
 OX0023
 OX0023.The horizontal coordinates were scaled from a topographic map and have
 OX0023.an estimated accuracy of +/- 6 seconds.
 OX0023
 OX0023.The orthometric height was determined by differential leveling
 OX0023.and adjusted by the National Geodetic Survey in June 1991..
 OX0023
 OX0023.The geoid height was determined by GEOID03.
 OX0023
 OX0023.The dynamic height is computed by dividing the NAVD 88
 OX0023.geopotential number by the normal gravity value computed on the
 OX0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0023.degrees latitude (g = 980.6199 gals.).
 OX0023
 OX0023.The modeled gravity was interpolated from observed gravity values.
 OX0023
 OX0023;                    North         East    Units  Estimated Accuracy
 OX0023;SPC WY W     -   445,540.      771,880.      MT  (+/- 180 meters Scaled)
 OX0023
 OX0023                          SUPERSEDED SURVEY CONTROL
 OX0023
 OX0023  NGVD 29 (??/??/92) 2137.723  (m)         7013.51   (f) ADJ UNCH    2 0
 OX0023
 OX0023.Superseded values are not recommended for survey control.
 OX0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0023.See file dsdata.txt to determine how the superseded data were derived.
 OX0023
 OX0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP458287(NAD 83)
 OX0023_MARKER: DB = BENCH MARK DISK
 OX0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0023_STAMPING: P 312 1946
 OX0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0023+STABILITY: SURFACE MOTION
 OX0023
 OX0023  HISTORY     - Date     Condition        Report By
 OX0023  HISTORY     - 1946     MONUMENTED       CGS
 OX0023  HISTORY     - 1965     GOOD             USGS
 OX0023
 OX0023                          STATION DESCRIPTION
 OX0023
 OX0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0023'12.8 MI E FROM KELLY.
 OX0023'ALONG GROS VENTRE RIVER ROAD, ABOUT 12.8 MILES EAST OF KELLY POST
 OX0023'OFFICE (BY ROAD), ABOUT 0.9 MILE EAST OF BRIDGE OVER RIVER, IN SMALL
 OX0023'CLEARING ON NORTH SIDE OF ROAD, SET IN CONCRETE POST 24 FEET NORTH OF
 OX0023'CENTER LINE OF ROAD, 50 FEET NORTHEAST OF INTERSECTION OF CENTER LINES
 OX0023'OF GROS VENTRE ROAD AND TRACK ROAD LEADING NORTHEAST, 3 FEET WEST OF
 OX0023'WITNESS POST.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 OX0023'PROJECTING 0.3 FEET AND STAMPED P 312 1946.
 OX0023
 OX0023                          STATION RECOVERY (1965)
 OX0023
 OX0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0151 ***********************************************************************
 OX0151  DESIGNATION -  P 313
 OX0151  PID         -  OX0151
 OX0151  STATE/COUNTY-  WY/LINCOLN
 OX0151  USGS QUAD   -  DEER CREEK (1979)
 OX0151
 OX0151                         *CURRENT SURVEY CONTROL
 OX0151  ___________________________________________________________________
 OX0151* NAD 83(1986)-  43 06 30.     (N)    110 50 52.     (W)     SCALED    
 OX0151* NAVD 88     -      1891.209  (meters)    6204.74   (feet)  ADJUSTED  
 OX0151  ___________________________________________________________________
 OX0151  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OX0151  DYNAMIC HT  -        1889.883 (meters)    6200.39  (feet)  COMP
 OX0151  MODELED GRAV-     979,852.2   (mgal)                       NAVD 88
 OX0151
 OX0151  VERT ORDER  -  SECOND    CLASS 0
 OX0151
 OX0151.The horizontal coordinates were scaled from a topographic map and have
 OX0151.an estimated accuracy of +/- 6 seconds.
 OX0151
 OX0151.The orthometric height was determined by differential leveling
 OX0151.and adjusted by the National Geodetic Survey in June 1991..
 OX0151
 OX0151.The geoid height was determined by GEOID03.
 OX0151
 OX0151.The dynamic height is computed by dividing the NAVD 88
 OX0151.geopotential number by the normal gravity value computed on the
 OX0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0151.degrees latitude (g = 980.6199 gals.).
 OX0151
 OX0151.The modeled gravity was interpolated from observed gravity values.
 OX0151
 OX0151;                    North         East    Units  Estimated Accuracy
 OX0151;SPC WY W     -   389,970.      737,780.      MT  (+/- 180 meters Scaled)
 OX0151
 OX0151                          SUPERSEDED SURVEY CONTROL
 OX0151
 OX0151  NGVD 29 (??/??/92) 1889.914  (m)         6200.49   (f) ADJ UNCH    2 0
 OX0151
 OX0151.Superseded values are not recommended for survey control.
 OX0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0151.See file dsdata.txt to determine how the superseded data were derived.
 OX0151
 OX0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN123728(NAD 83)
 OX0151_MARKER: DB = BENCH MARK DISK
 OX0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0151_STAMPING: P 313 1946
 OX0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0151+STABILITY: SURFACE MOTION
 OX0151
 OX0151  HISTORY     - Date     Condition        Report By
 OX0151  HISTORY     - 1946     MONUMENTED       CGS
 OX0151  HISTORY     - 1965     GOOD             NGS
 OX0151
 OX0151                          STATION DESCRIPTION
 OX0151
 OX0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0151'14.0 MI SE FROM ALPINE.
 OX0151'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0151'THENCE 12.4 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 36 FEET SOUTHEAST
 OX0151'OF THE CENTER LINE OF THE ROAD, 30 FEET EAST OF A CORRUGATED METAL
 OX0151'PIPE CULVERT, 15 FEET NORTH OF A SMALL CREEK, 12 FEET NORTHEAST OF A
 OX0151'SMALL SPRUCE TREE WITH A TRIANGULAR BLAZE, 3 FEET WEST OF A WITNESS
 OX0151'POST, AND SET IN THE TOP OF A CONCRETE POST.
 OX0151
 OX0151                          STATION RECOVERY (1965)
 OX0151
 OX0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0092 ***********************************************************************
 NT0092  DESIGNATION -  P 314
 NT0092  PID         -  NT0092
 NT0092  STATE/COUNTY-  WY/LINCOLN
 NT0092  USGS QUAD   -  PARK CREEK (1980)
 NT0092
 NT0092                         *CURRENT SURVEY CONTROL
 NT0092  ___________________________________________________________________
 NT0092* NAD 83(1986)-  42 47 32.     (N)    110 41 12.     (W)     SCALED    
 NT0092* NAVD 88     -      2149.727  (meters)    7052.90   (feet)  ADJUSTED  
 NT0092  ___________________________________________________________________
 NT0092  GEOID HEIGHT-         -10.37  (meters)                     GEOID03
 NT0092  DYNAMIC HT  -        2148.085 (meters)    7047.51  (feet)  COMP
 NT0092  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 NT0092
 NT0092  VERT ORDER  -  SECOND    CLASS 0
 NT0092
 NT0092.The horizontal coordinates were scaled from a topographic map and have
 NT0092.an estimated accuracy of +/- 6 seconds.
 NT0092
 NT0092.The orthometric height was determined by differential leveling
 NT0092.and adjusted by the National Geodetic Survey in June 1991..
 NT0092
 NT0092.The geoid height was determined by GEOID03.
 NT0092
 NT0092.The dynamic height is computed by dividing the NAVD 88
 NT0092.geopotential number by the normal gravity value computed on the
 NT0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0092.degrees latitude (g = 980.6199 gals.).
 NT0092
 NT0092.The modeled gravity was interpolated from observed gravity values.
 NT0092
 NT0092;                    North         East    Units  Estimated Accuracy
 NT0092;SPC WY W     -   354,750.      750,640.      MT  (+/- 180 meters Scaled)
 NT0092
 NT0092                          SUPERSEDED SURVEY CONTROL
 NT0092
 NT0092  NGVD 29 (??/??/92) 2148.361  (m)         7048.41   (f) ADJ UNCH    2 0
 NT0092
 NT0092.Superseded values are not recommended for survey control.
 NT0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0092.See file dsdata.txt to determine how the superseded data were derived.
 NT0092
 NT0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN256377(NAD 83)
 NT0092_MARKER: DB = BENCH MARK DISK
 NT0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0092_STAMPING: P 314 1946
 NT0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0092+STABILITY: SURFACE MOTION
 NT0092
 NT0092  HISTORY     - Date     Condition        Report By
 NT0092  HISTORY     - 1946     MONUMENTED       CGS
 NT0092  HISTORY     - 1972     GOOD             NGS
 NT0092
 NT0092                          STATION DESCRIPTION
 NT0092
 NT0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0092'40.0 MI SE FROM ALPINE.
 NT0092'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0092'THENCE 38.4 MILES SOUTHEAST ALONG GREYS RIVER ROAD, IN A CIRCLE FORMED
 NT0092'BY 5 LARGE PINE TREES ON THE SOUTHWEST BANK OF THE ROAD, 102 FEET
 NT0092'NORTHEAST OF THE EDGE OF THE RIVER, 87 FEET SOUTH OF THE SOUTH END OF
 NT0092'A LARGE ROCK SLIDE ON THE NORTHEAST BANK OF THE ROAD, 25 FEET
 NT0092'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF THE LARGEST
 NT0092'OF THE 5 PINE TREES, ABOUT 3 FEET WEST OF A WITNESS POST, ABOUT 3 FEET
 NT0092'BELOW THE ROAD LEVEL, AND SET IN THE TOP OF A CONCRETE POST.
 NT0092
 NT0092                          STATION RECOVERY (1972)
 NT0092
 NT0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0117 ***********************************************************************
 NT0117  DESIGNATION -  P 315
 NT0117  PID         -  NT0117
 NT0117  STATE/COUNTY-  WY/LINCOLN
 NT0117  USGS QUAD   -  POISON MEADOWS (1980)
 NT0117
 NT0117                         *CURRENT SURVEY CONTROL
 NT0117  ___________________________________________________________________
 NT0117* NAD 83(1986)-  42 34 34.     (N)    110 43 35.     (W)     SCALED    
 NT0117* NAVD 88     -      2769.885  (meters)    9087.53   (feet)  ADJUSTED  
 NT0117  ___________________________________________________________________
 NT0117  GEOID HEIGHT-         -10.81  (meters)                     GEOID03
 NT0117  DYNAMIC HT  -        2767.441 (meters)    9079.51  (feet)  COMP
 NT0117  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 NT0117
 NT0117  VERT ORDER  -  SECOND    CLASS 0
 NT0117
 NT0117.The horizontal coordinates were scaled from a topographic map and have
 NT0117.an estimated accuracy of +/- 6 seconds.
 NT0117
 NT0117.The orthometric height was determined by differential leveling
 NT0117.and adjusted by the National Geodetic Survey in June 1991..
 NT0117
 NT0117.The geoid height was determined by GEOID03.
 NT0117
 NT0117.The dynamic height is computed by dividing the NAVD 88
 NT0117.geopotential number by the normal gravity value computed on the
 NT0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0117.degrees latitude (g = 980.6199 gals.).
 NT0117
 NT0117.The modeled gravity was interpolated from observed gravity values.
 NT0117
 NT0117;                    North         East    Units  Estimated Accuracy
 NT0117;SPC WY W     -   330,770.      747,210.      MT  (+/- 180 meters Scaled)
 NT0117
 NT0117                          SUPERSEDED SURVEY CONTROL
 NT0117
 NT0117  NGVD 29 (??/??/92) 2768.320  (m)         9082.40   (f) ADJ UNCH    2 0
 NT0117
 NT0117.Superseded values are not recommended for survey control.
 NT0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0117.See file dsdata.txt to determine how the superseded data were derived.
 NT0117
 NT0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN224137(NAD 83)
 NT0117_MARKER: DB = BENCH MARK DISK
 NT0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0117_STAMPING: P 315 1946
 NT0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0117+STABILITY: SURFACE MOTION
 NT0117
 NT0117  HISTORY     - Date     Condition        Report By
 NT0117  HISTORY     - 1946     MONUMENTED       CGS
 NT0117
 NT0117                          STATION DESCRIPTION
 NT0117
 NT0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0117'25.3 MI SE FROM SMOOT.
 NT0117'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0117'THENCE ABOUT 18.3 MILES EASTERLY ALONG GREYS RIVER ROAD, NEAR THE HEAD
 NT0117'OF LABARGE CREEK, 0.1 MILE SOUTH OF A COMPLETE SWITCHBACK CURVE (KNOWN
 NT0117'AS COMMISSARY RIDGE SWITCHBACK), 146 FEET SOUTH OF A CORRUGATED METAL
 NT0117'CULVERT, 121 FEET EAST OF LABARGE CREEK, 31 FEET WEST OF THE CENTER
 NT0117'LINE OF THE ROAD, ABOUT THE SAME ELEVATION AS THE ROAD, 3 FEET WEST OF
 NT0117'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0597 ***********************************************************************
 MO0597  DESIGNATION -  P 316
 MO0597  PID         -  MO0597
 MO0597  STATE/COUNTY-  WY/ALBANY
 MO0597  USGS QUAD   -  LARAMIE (1978)
 MO0597
 MO0597                         *CURRENT SURVEY CONTROL
 MO0597  ___________________________________________________________________
 MO0597* NAD 83(1986)-  41 20 10.     (N)    105 35 51.     (W)     SCALED    
 MO0597* NAVD 88     -      2175.799  (meters)    7138.43   (feet)  ADJUSTED  
 MO0597  ___________________________________________________________________
 MO0597  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0597  DYNAMIC HT  -        2173.929 (meters)    7132.30  (feet)  COMP
 MO0597  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 MO0597
 MO0597  VERT ORDER  -  FIRST     CLASS II
 MO0597
 MO0597.The horizontal coordinates were scaled from a topographic map and have
 MO0597.an estimated accuracy of +/- 6 seconds.
 MO0597
 MO0597.The orthometric height was determined by differential leveling
 MO0597.and adjusted by the National Geodetic Survey in June 1991..
 MO0597
 MO0597.The geoid height was determined by GEOID03.
 MO0597
 MO0597.The dynamic height is computed by dividing the NAVD 88
 MO0597.geopotential number by the normal gravity value computed on the
 MO0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0597.degrees latitude (g = 980.6199 gals.).
 MO0597
 MO0597.The modeled gravity was interpolated from observed gravity values.
 MO0597
 MO0597;                    North         East    Units  Estimated Accuracy
 MO0597;SPC WY E     -    92,940.      163,940.      MT  (+/- 180 meters Scaled)
 MO0597
 MO0597                          SUPERSEDED SURVEY CONTROL
 MO0597
 MO0597  NGVD 29 (06/08/92) 2174.759  (m)         7135.02   (f) ADJUSTED    1 2
 MO0597
 MO0597.Superseded values are not recommended for survey control.
 MO0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0597.See file dsdata.txt to determine how the superseded data were derived.
 MO0597
 MO0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF500762(NAD 83)
 MO0597_MARKER: DB = BENCH MARK DISK
 MO0597_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0597_STAMPING: P 316 1947
 MO0597_MARK LOGO: CGS   
 MO0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0597
 MO0597  HISTORY     - Date     Condition        Report By
 MO0597  HISTORY     - 1947     MONUMENTED       CGS
 MO0597  HISTORY     - 1972     GOOD             LOCSUR
 MO0597  HISTORY     - 1983     GOOD             NGS
 MO0597
 MO0597                          STATION DESCRIPTION
 MO0597
 MO0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0597'2 MI N FROM LARAMIE.
 MO0597'2.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0597'AT LARAMIE, 4 POLES SOUTH OF MILEPOST 568, IN THE NORTH ABUTMENT
 MO0597'OF RAILROAD BRIDGE 567.86, 5.4 FEET EAST OF THE EAST RAIL OF THE
 MO0597'EAST TRACK, 3.0 FEET WEST OF THE EAST END OF THE ABUTMENT, 1.0
 MO0597'FOOT LOWER THAN THE RAILROAD, SET IN THE TOP OF THE EAST END OF
 MO0597'A CONCRETE BRIDGE ABUTMENT.
 MO0597
 MO0597                          STATION RECOVERY (1972)
 MO0597
 MO0597'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 MO0597'RECOVERED IN GOOD CONDITION.
 MO0597
 MO0597                          STATION RECOVERY (1983)
 MO0597
 MO0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0597'RECOVERED IN GOOD CONDITION EXCEPT THAT 2.0 MILES NORTH OF THE STATION
 MO0597'SHOULD BE 1.8 MILES NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0691 ***********************************************************************
 MO0691  DESIGNATION -  P 317
 MO0691  PID         -  MO0691
 MO0691  STATE/COUNTY-  WY/ALBANY
 MO0691  USGS QUAD   -  BOSLER (1981)
 MO0691
 MO0691                         *CURRENT SURVEY CONTROL
 MO0691  ___________________________________________________________________
 MO0691* NAD 83(1986)-  41 33 56.     (N)    105 41 23.     (W)     SCALED    
 MO0691* NAVD 88     -      2159.589  (meters)    7085.25   (feet)  ADJUSTED  
 MO0691  ___________________________________________________________________
 MO0691  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 MO0691  DYNAMIC HT  -        2157.766 (meters)    7079.27  (feet)  COMP
 MO0691  MODELED GRAV-     979,700.6   (mgal)                       NAVD 88
 MO0691
 MO0691  VERT ORDER  -  FIRST     CLASS II
 MO0691
 MO0691.The horizontal coordinates were scaled from a topographic map and have
 MO0691.an estimated accuracy of +/- 6 seconds.
 MO0691
 MO0691.The orthometric height was determined by differential leveling
 MO0691.and adjusted by the National Geodetic Survey in June 1991..
 MO0691.WARNING-Repeat measurements at this control monument indicate possible
 MO0691.vertical movement.
 MO0691
 MO0691.The geoid height was determined by GEOID03.
 MO0691
 MO0691.The dynamic height is computed by dividing the NAVD 88
 MO0691.geopotential number by the normal gravity value computed on the
 MO0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0691.degrees latitude (g = 980.6199 gals.).
 MO0691
 MO0691.The modeled gravity was interpolated from observed gravity values.
 MO0691
 MO0691;                    North         East    Units  Estimated Accuracy
 MO0691;SPC WY E     -   118,460.      156,370.      MT  (+/- 180 meters Scaled)
 MO0691
 MO0691                          SUPERSEDED SURVEY CONTROL
 MO0691
 MO0691  NGVD 29 (06/08/92) 2158.538  (m)         7081.80   (f) ADJUSTED    1 2
 MO0691
 MO0691.Superseded values are not recommended for survey control.
 MO0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0691.See file dsdata.txt to determine how the superseded data were derived.
 MO0691
 MO0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG424017(NAD 83)
 MO0691_MARKER: DB = BENCH MARK DISK
 MO0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0691_STAMPING: P 317 1947
 MO0691_MARK LOGO: CGS   
 MO0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0691+STABILITY: SURFACE MOTION
 MO0691
 MO0691  HISTORY     - Date     Condition        Report By
 MO0691  HISTORY     - 1947     MONUMENTED       CGS
 MO0691  HISTORY     - 1966     GOOD             NGS
 MO0691  HISTORY     - 1983     GOOD             NGS
 MO0691  HISTORY     - 19990823 GOOD             WYDT
 MO0691
 MO0691                          STATION DESCRIPTION
 MO0691
 MO0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0691'1 MI S FROM BOSLER.
 MO0691'1.0 MILE SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BOSLER,
 MO0691'ON THE TOP OF A CUT BANK, 81 FEET WEST OF THE CENTER LINE OF THE
 MO0691'HIGHWAY, 83.5 FEET EAST OF THE EAST RAIL OF THE UNION PACIFIC
 MO0691'RAILROAD, 31 FEET SOUTH OF TELEPHONE POLE 4/25 D-48, 6.8 FEET
 MO0691'EAST OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, ABOUT 11 FEET
 MO0691'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MO0691'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MO0691
 MO0691                          STATION RECOVERY (1983)
 MO0691
 MO0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0691'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  29.5 KM
 MO0691'(18.35 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0691'STATION IN LARAMIE.
 MO0691
 MO0691                          STATION RECOVERY (1999)
 MO0691
 MO0691'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0691'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0691'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0710 ***********************************************************************
 MO0710  DESIGNATION -  P 318
 MO0710  PID         -  MO0710
 MO0710  STATE/COUNTY-  WY/ALBANY
 MO0710  USGS QUAD   -  ROCK RIVER (1981)
 MO0710
 MO0710                         *CURRENT SURVEY CONTROL
 MO0710  ___________________________________________________________________
 MO0710* NAD 83(1986)-  41 42 52.     (N)    105 53 36.     (W)     SCALED    
 MO0710* NAVD 88     -      2155.651  (meters)    7072.33   (feet)  ADJUSTED  
 MO0710  ___________________________________________________________________
 MO0710  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 MO0710  DYNAMIC HT  -        2153.832 (meters)    7066.36  (feet)  COMP
 MO0710  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 MO0710
 MO0710  VERT ORDER  -  FIRST     CLASS II
 MO0710
 MO0710.The horizontal coordinates were scaled from a topographic map and have
 MO0710.an estimated accuracy of +/- 6 seconds.
 MO0710
 MO0710.The orthometric height was determined by differential leveling
 MO0710.and adjusted by the National Geodetic Survey in June 1991..
 MO0710.WARNING-Repeat measurements at this control monument indicate possible
 MO0710.vertical movement.
 MO0710
 MO0710.The geoid height was determined by GEOID03.
 MO0710
 MO0710.The dynamic height is computed by dividing the NAVD 88
 MO0710.geopotential number by the normal gravity value computed on the
 MO0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0710.degrees latitude (g = 980.6199 gals.).
 MO0710
 MO0710.The modeled gravity was interpolated from observed gravity values.
 MO0710
 MO0710;                    North         East    Units  Estimated Accuracy
 MO0710;SPC WY E     -   135,120.      139,530.      MT  (+/- 180 meters Scaled)
 MO0710
 MO0710                          SUPERSEDED SURVEY CONTROL
 MO0710
 MO0710  NGVD 29 (06/08/92) 2154.557  (m)         7068.74   (f) ADJUSTED    1 2
 MO0710
 MO0710.Superseded values are not recommended for survey control.
 MO0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0710.See file dsdata.txt to determine how the superseded data were derived.
 MO0710
 MO0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG256184(NAD 83)
 MO0710_MARKER: DB = BENCH MARK DISK
 MO0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0710_STAMPING: P 318 1947
 MO0710_MARK LOGO: CGS   
 MO0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0710+STABILITY: SURFACE MOTION
 MO0710
 MO0710  HISTORY     - Date     Condition        Report By
 MO0710  HISTORY     - 1947     MONUMENTED       CGS
 MO0710  HISTORY     - 1983     GOOD             NGS
 MO0710  HISTORY     - 19990823 GOOD             WYDT
 MO0710
 MO0710                          STATION DESCRIPTION
 MO0710
 MO0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0710'5.6 MI SE FROM ROCK RIVER.
 MO0710'5.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0710'STATION AT ROCK RIVER, 1.0 MILE NORTHWEST OF BENCH MARK N 318,
 MO0710'13 POLES SOUTHEAST OF MILEPOST 600, 286.0 FEET SOUTHEAST OF THE
 MO0710'CENTER OF THE NORTHEAST CONCRETE HEADWALL OF A 30 INCH IRON
 MO0710'CULVERT, 82.5 FEET NORTHEAST OF AND 2.0 FEET LOWER THAN THE
 MO0710'NORTHEAST RAIL OF THE NORTHEAST TRACK, 21.0 FEET NORTHEAST OF THE
 MO0710'FIRST TELEGRAPH POLE NORTHWEST OF A BRACED TELEGRAPH POLE
 MO0710'WHICH IS AT A POINT WHERE THE TELEGRAPH LINE TURNS, 3.0 FEET
 MO0710'SOUTHEAST OF A REFERENCE POST, 1.5 FEET SOUTHWEST OF A FENCE,
 MO0710'SOUTHWEST OF THE SOUTHEAST END OF A HIGH ROCKY RIDGE, SET IN
 MO0710'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 MO0710'GROUND.
 MO0710
 MO0710                          STATION RECOVERY (1983)
 MO0710
 MO0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0710'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.7 KM
 MO0710'(5.41 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0710'STATION IN ROCK RIVER.
 MO0710
 MO0710                          STATION RECOVERY (1999)
 MO0710
 MO0710'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0710'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0710'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0212 ***********************************************************************
 MP0212  DESIGNATION -  P 319
 MP0212  PID         -  MP0212
 MP0212  STATE/COUNTY-  WY/CARBON
 MP0212  USGS QUAD   -  FORT STEELE (1971)
 MP0212
 MP0212                         *CURRENT SURVEY CONTROL
 MP0212  ___________________________________________________________________
 MP0212* NAD 83(1986)-  41 46 44.     (N)    106 59 58.     (W)     SCALED    
 MP0212* NAVD 88     -      2007.494  (meters)    6586.25   (feet)  ADJUSTED  
 MP0212  ___________________________________________________________________
 MP0212  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 MP0212  DYNAMIC HT  -        2005.817 (meters)    6580.75  (feet)  COMP
 MP0212  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 MP0212
 MP0212  VERT ORDER  -  FIRST     CLASS II
 MP0212
 MP0212.The horizontal coordinates were scaled from a topographic map and have
 MP0212.an estimated accuracy of +/- 6 seconds.
 MP0212
 MP0212.The orthometric height was determined by differential leveling
 MP0212.and adjusted by the National Geodetic Survey in June 1991..
 MP0212.WARNING-Repeat measurements at this control monument indicate possible
 MP0212.vertical movement.
 MP0212
 MP0212.The geoid height was determined by GEOID03.
 MP0212
 MP0212.The dynamic height is computed by dividing the NAVD 88
 MP0212.geopotential number by the normal gravity value computed on the
 MP0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0212.degrees latitude (g = 980.6199 gals.).
 MP0212
 MP0212.The modeled gravity was interpolated from observed gravity values.
 MP0212
 MP0212;                    North         East    Units  Estimated Accuracy
 MP0212;SPC WYEC     -   242,070.      427,760.      MT  (+/- 180 meters Scaled)
 MP0212
 MP0212                          SUPERSEDED SURVEY CONTROL
 MP0212
 MP0212  NGVD 29 (06/08/92) 2006.364  (m)         6582.55   (f) ADJUSTED    1 2
 MP0212
 MP0212.Superseded values are not recommended for survey control.
 MP0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0212.See file dsdata.txt to determine how the superseded data were derived.
 MP0212
 MP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG338271(NAD 83)
 MP0212_MARKER: P = PIPE CAP
 MP0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0212_STAMPING: P 319 1947
 MP0212_MARK LOGO: USGS  
 MP0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0212
 MP0212  HISTORY     - Date     Condition        Report By
 MP0212  HISTORY     - 1947     MONUMENTED       USGS
 MP0212  HISTORY     - 1983     GOOD             NGS
 MP0212
 MP0212                          STATION DESCRIPTION
 MP0212
 MP0212'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MP0212'2.6 MI W FROM FORT STEELE.
 MP0212'2.6 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE ELEMENTARY
 MP0212'SCHOOL AT FORT STEELE, 531.0 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MP0212'TRACK AT A POINT 14 POLES WEST OF MILEPOST 670, 33.0 FEET SOUTH OF THE
 MP0212'CENTER LINE OF A RIDGE ROAD, 19.3 FEET SOUTH OF A REFERENCE POST, ON
 MP0212'TOP OF A PROMINENT RIDGE, A U.S.G.S. CAP RIVETED ON TOP OF A 3 1/2
 MP0212'INCH IRON PIPE AND PROJECTS 1.1 FEET ABOVE THE GROUND.
 MP0212
 MP0212                          STATION RECOVERY (1983)
 MP0212
 MP0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0212'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.5 KM (5.9 MI)
 MP0212'EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN SINCLAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0034 ***********************************************************************
 NR0034  DESIGNATION -  P 32
 NR0034  PID         -  NR0034
 NR0034  STATE/COUNTY-  WY/NATRONA
 NR0034  USGS QUAD   -  THE REEFS (1984)
 NR0034
 NR0034                         *CURRENT SURVEY CONTROL
 NR0034  ___________________________________________________________________
 NR0034* NAD 83(1986)-  42 53 51.     (N)    106 20 36.     (W)     SCALED    
 NR0034* NAVD 88     -      1603.633  (meters)    5261.25   (feet)  ADJUSTED  
 NR0034  ___________________________________________________________________
 NR0034  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 NR0034  DYNAMIC HT  -        1602.637 (meters)    5257.98  (feet)  COMP
 NR0034  MODELED GRAV-     979,942.9   (mgal)                       NAVD 88
 NR0034
 NR0034  VERT ORDER  -  FIRST     CLASS II
 NR0034
 NR0034.The horizontal coordinates were scaled from a topographic map and have
 NR0034.an estimated accuracy of +/- 6 seconds.
 NR0034
 NR0034.The orthometric height was determined by differential leveling
 NR0034.and adjusted by the National Geodetic Survey in June 1991..
 NR0034
 NR0034.The geoid height was determined by GEOID03.
 NR0034
 NR0034.The dynamic height is computed by dividing the NAVD 88
 NR0034.geopotential number by the normal gravity value computed on the
 NR0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0034.degrees latitude (g = 980.6199 gals.).
 NR0034
 NR0034.The modeled gravity was interpolated from observed gravity values.
 NR0034
 NR0034;                    North         East    Units  Estimated Accuracy
 NR0034;SPC WYEC     -   366,740.      480,860.      MT  (+/- 180 meters Scaled)
 NR0034
 NR0034                          SUPERSEDED SURVEY CONTROL
 NR0034
 NR0034  NGVD 29 (06/08/92) 1602.761  (m)         5258.39   (f) ADJUSTED    1 2
 NR0034
 NR0034.Superseded values are not recommended for survey control.
 NR0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0034.See file dsdata.txt to determine how the superseded data were derived.
 NR0034
 NR0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH903503(NAD 83)
 NR0034_MARKER: DB = BENCH MARK DISK
 NR0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0034_SP_SET: CONCRETE POST
 NR0034_STAMPING: P 32 1933
 NR0034_MARK LOGO: CGS   
 NR0034_PROJECTION: FLUSH
 NR0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0034+STABILITY: SURFACE MOTION
 NR0034
 NR0034  HISTORY     - Date     Condition        Report By
 NR0034  HISTORY     - 1933     MONUMENTED       CGS
 NR0034  HISTORY     - 1985     GOOD             NGS
 NR0034
 NR0034                          STATION DESCRIPTION
 NR0034
 NR0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0034'5.8 MI N FROM CASPER.
 NR0034'5.8 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT CASPER,
 NR0034'NATRONA COUNTY, 60 YARDS SOUTH OF A HOUSE ON THE WEST SIDE OF THE
 NR0034'HIGHWAY, 37 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET SOUTH
 NR0034'OF THE CORNER OF A WIRE FENCE, AND 2 FEET EAST OF THE FENCE.  A
 NR0034'STANDARD DISK, STAMPED P 32 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0034'PROJECTING 6 INCHES ABOVE GROUND.
 NR0034
 NR0034                          STATION RECOVERY (1985)
 NR0034
 NR0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NR0034'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  5.59 KM
 NR0034'(3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET IN
 NR0034'CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 NR0034'0.11 KM (0.07 MI) SOUTH ALONG STATE HIGHWAY 254, IN THE SOUTHWEST
 NR0034'CORNER OF THE T JUNCTION OF JAFER ROAD LEADING WEST, 11.6 METERS (38
 NR0034'FT) WEST OF THE CENTER OF THE HIGHWAY, 32.0 METERS (105 FT) SOUTH OF
 NR0034'THE CENTER OF JAFER ROAD, 17.5 METERS (57.3 FT) NORTH OF A POWER POLE
 NR0034'WITH TWO TRANSFORMERS AND 0.6 METER (2 FT) EAST OF A CHAIN LINK FENCE.
 NR0034'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NR0034'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0452 ***********************************************************************
 MO0452  DESIGNATION -  P 320
 MO0452  PID         -  MO0452
 MO0452  STATE/COUNTY-  WY/LARAMIE
 MO0452  USGS QUAD   -  GRANITE (1978)
 MO0452
 MO0452                         *CURRENT SURVEY CONTROL
 MO0452  ___________________________________________________________________
 MO0452* NAD 83(1986)-  41 06 00.     (N)    105 08 40.     (W)     SCALED    
 MO0452* NAVD 88     -      2216.673  (meters)    7272.53   (feet)  ADJUSTED  
 MO0452  ___________________________________________________________________
 MO0452  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 MO0452  DYNAMIC HT  -        2214.665 (meters)    7265.95  (feet)  COMP
 MO0452  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 MO0452
 MO0452  VERT ORDER  -  FIRST     CLASS II
 MO0452
 MO0452.The horizontal coordinates were scaled from a topographic map and have
 MO0452.an estimated accuracy of +/- 6 seconds.
 MO0452
 MO0452.The orthometric height was determined by differential leveling
 MO0452.and adjusted by the National Geodetic Survey in June 1991..
 MO0452
 MO0452.The geoid height was determined by GEOID03.
 MO0452
 MO0452.The dynamic height is computed by dividing the NAVD 88
 MO0452.geopotential number by the normal gravity value computed on the
 MO0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0452.degrees latitude (g = 980.6199 gals.).
 MO0452
 MO0452.The modeled gravity was interpolated from observed gravity values.
 MO0452
 MO0452;                    North         East    Units  Estimated Accuracy
 MO0452;SPC WY E     -    66,630.      201,870.      MT  (+/- 180 meters Scaled)
 MO0452
 MO0452                          SUPERSEDED SURVEY CONTROL
 MO0452
 MO0452  NGVD 29 (06/08/92) 2215.571  (m)         7268.92   (f) ADJUSTED    1 2
 MO0452
 MO0452.Superseded values are not recommended for survey control.
 MO0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0452.See file dsdata.txt to determine how the superseded data were derived.
 MO0452
 MO0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF878498(NAD 83)
 MO0452_MARKER: DB = BENCH MARK DISK
 MO0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0452_STAMPING: P 320 1947
 MO0452_MARK LOGO: CGS   
 MO0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0452+STABILITY: SURFACE MOTION
 MO0452
 MO0452  HISTORY     - Date     Condition        Report By
 MO0452  HISTORY     - 1947     MONUMENTED       CGS
 MO0452  HISTORY     - 1956     GOOD             NGS
 MO0452  HISTORY     - 1983     GOOD             NGS
 MO0452  HISTORY     - 1985     GOOD             DMA
 MO0452
 MO0452                          STATION DESCRIPTION
 MO0452
 MO0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0452'0.8 MI E FROM GRANITE CANON.
 MO0452'0.8 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0452'AT GRANITE CANON, 0.2 MILE EAST OF MILEPOST 528, 144.2 FEET
 MO0452'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 40 FEET NORTH OF THE
 MO0452'CENTER LINE OF U.S. HIGHWAY 30, 62 FEET SOUTH OF A FENCE, 2 FEET
 MO0452'WEST OF A WITNESS POST, 6 FEET ABOVE THE TOP OF THE RAILS,
 MO0452'3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 MO0452'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, IN
 MO0452'THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 13 NORTH, RANGE 69 WEST.
 MO0452
 MO0452                          STATION RECOVERY (1983)
 MO0452
 MO0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0452'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0452'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0452'80 IN CHEYENNE, THENCE 29.7 KM (18.45 MI) WESTERLY ALONG THE UNION
 MO0452'PACIFIC RAILROAD.
 MO0452
 MO0452                          STATION RECOVERY (1985)
 MO0452
 MO0452'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0018 ***********************************************************************
 MP0018  DESIGNATION -  P 322
 MP0018  PID         -  MP0018
 MP0018  STATE/COUNTY-  WY/CARBON
 MP0018  USGS QUAD   -  MEDICINE BOW (1971)
 MP0018
 MP0018                         *CURRENT SURVEY CONTROL
 MP0018  ___________________________________________________________________
 MP0018* NAD 83(1986)-  41 53 37.     (N)    106 13 07.     (W)     SCALED    
 MP0018* NAVD 88     -      2000.345  (meters)    6562.80   (feet)  ADJUSTED  
 MP0018  ___________________________________________________________________
 MP0018  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 MP0018  DYNAMIC HT  -        1998.663 (meters)    6557.28  (feet)  COMP
 MP0018  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 MP0018
 MP0018  VERT ORDER  -  FIRST     CLASS II
 MP0018
 MP0018.The horizontal coordinates were scaled from a topographic map and have
 MP0018.an estimated accuracy of +/- 6 seconds.
 MP0018
 MP0018.The orthometric height was determined by differential leveling
 MP0018.and adjusted by the National Geodetic Survey in June 1991..
 MP0018
 MP0018.The geoid height was determined by GEOID03.
 MP0018
 MP0018.The dynamic height is computed by dividing the NAVD 88
 MP0018.geopotential number by the normal gravity value computed on the
 MP0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0018.degrees latitude (g = 980.6199 gals.).
 MP0018
 MP0018.The modeled gravity was interpolated from observed gravity values.
 MP0018
 MP0018;                    North         East    Units  Estimated Accuracy
 MP0018;SPC WYEC     -   255,360.      492,500.      MT  (+/- 180 meters Scaled)
 MP0018
 MP0018                          SUPERSEDED SURVEY CONTROL
 MP0018
 MP0018  NGVD 29 (??/??/92) 1999.218  (m)         6559.10   (f) ADJ UNCH    1 2
 MP0018
 MP0018.Superseded values are not recommended for survey control.
 MP0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0018.See file dsdata.txt to determine how the superseded data were derived.
 MP0018
 MP0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG989386(NAD 83)
 MP0018_MARKER: DB = BENCH MARK DISK
 MP0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0018_SP_SET: CULVERT
 MP0018_STAMPING: P 322 1947
 MP0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0018
 MP0018  HISTORY     - Date     Condition        Report By
 MP0018  HISTORY     - 1947     MONUMENTED       CGS
 MP0018
 MP0018                          STATION DESCRIPTION
 MP0018
 MP0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0018'0.9 MI W FROM MEDICINE BOW.
 MP0018'0.9 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0018'MEDICINE BOW, 7 TELEPHONE POLES EAST OF MILE POST NO.624, AT THE
 MP0018'CROSSING OF AN IRRIGATION CANAL, 20.5 FEET SOUTH OF THE SOUTH RAIL OF
 MP0018'THE EAST BOUND TRACK OF THE MAIN LINE TRACKS, SET IN THE TOP OF AND
 MP0018'0.4 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF A 4X4-FOOT VERTICAL
 MP0018'CONCRETE CULVERT FOR AN IRRIGATION CANAL, ABOUT THE SAME ELEVATION AS
 MP0018'THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0497 ***********************************************************************
 MP0497  DESIGNATION -  P 322 RESET
 MP0497  PID         -  MP0497
 MP0497  STATE/COUNTY-  WY/CARBON
 MP0497  USGS QUAD   -  MEDICINE BOW (1971)
 MP0497
 MP0497                         *CURRENT SURVEY CONTROL
 MP0497  ___________________________________________________________________
 MP0497* NAD 83(1986)-  41 53 37.     (N)    106 13 07.     (W)     SCALED    
 MP0497* NAVD 88     -      2001.009  (meters)    6564.98   (feet)  ADJUSTED  
 MP0497  ___________________________________________________________________
 MP0497  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 MP0497  DYNAMIC HT  -        1999.326 (meters)    6559.46  (feet)  COMP
 MP0497  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 MP0497
 MP0497  VERT ORDER  -  FIRST     CLASS II
 MP0497
 MP0497.The horizontal coordinates were scaled from a topographic map and have
 MP0497.an estimated accuracy of +/- 6 seconds.
 MP0497
 MP0497.The orthometric height was determined by differential leveling
 MP0497.and adjusted by the National Geodetic Survey in June 1991..
 MP0497
 MP0497.The geoid height was determined by GEOID03.
 MP0497
 MP0497.The dynamic height is computed by dividing the NAVD 88
 MP0497.geopotential number by the normal gravity value computed on the
 MP0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0497.degrees latitude (g = 980.6199 gals.).
 MP0497
 MP0497.The modeled gravity was interpolated from observed gravity values.
 MP0497
 MP0497;                    North         East    Units  Estimated Accuracy
 MP0497;SPC WYEC     -   255,360.      492,500.      MT  (+/- 180 meters Scaled)
 MP0497
 MP0497                          SUPERSEDED SURVEY CONTROL
 MP0497
 MP0497  NGVD 29 (06/08/92) 1999.864  (m)         6561.22   (f) ADJUSTED    1 2
 MP0497
 MP0497.Superseded values are not recommended for survey control.
 MP0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0497.See file dsdata.txt to determine how the superseded data were derived.
 MP0497
 MP0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG989386(NAD 83)
 MP0497_MARKER: DB = BENCH MARK DISK
 MP0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0497_SP_SET: CONCRETE POST
 MP0497_STAMPING: P 322 RESET 1980
 MP0497_MARK LOGO: NGS   
 MP0497_PROJECTION: FLUSH
 MP0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0497+STABILITY: SURFACE MOTION
 MP0497
 MP0497  HISTORY     - Date     Condition        Report By
 MP0497  HISTORY     - 1980     MONUMENTED       NGS
 MP0497  HISTORY     - 1983     GOOD             NGS
 MP0497
 MP0497                          STATION DESCRIPTION
 MP0497
 MP0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0497'0.9 MI WEST FROM MEDICINE BOW.
 MP0497'0.9 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0497'MECICINE BOW, 0.2 MILE EAST OF MILEPOST 624, 3 POLES ON SOUTH SIDE OF
 MP0497'THE TRACK FROM MILEPOST 624, 195.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 MP0497'PRESENT RAILROAD TRACKS, 108 FEET SOUTH OF A POWER POLE, 2.4 FEET
 MP0497'NORTH OF RAILROAD RIGHT-OF-WAY FENCE.
 MP0497'THE MARK IS 2.3 FT  E FROM A WITNESS POST.
 MP0497'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0185 ***********************************************************************
 OW0185  DESIGNATION -  P 326
 OW0185  PID         -  OW0185
 OW0185  STATE/COUNTY-  WY/HOT SPRINGS
 OW0185  USGS QUAD   -  KIRBY (1985)
 OW0185
 OW0185                         *CURRENT SURVEY CONTROL
 OW0185  ___________________________________________________________________
 OW0185* NAD 83(1986)-  43 49 50.     (N)    108 12 16.     (W)     SCALED    
 OW0185* NAVD 88     -      1289.985  (meters)    4232.23   (feet)  ADJUSTED  
 OW0185  ___________________________________________________________________
 OW0185  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 OW0185  DYNAMIC HT  -        1289.324 (meters)    4230.06  (feet)  COMP
 OW0185  MODELED GRAV-     980,062.3   (mgal)                       NAVD 88
 OW0185  OBS GRAVITY -     980,066.5   (mgal)                       GRAV_OBS
 OW0185
 OW0185  VERT ORDER  -  FIRST     CLASS II
 OW0185
 OW0185.The horizontal coordinates were scaled from a topographic map and have
 OW0185.an estimated accuracy of +/- 6 seconds.
 OW0185
 OW0185.The orthometric height was determined by differential leveling
 OW0185.and adjusted by the National Geodetic Survey in June 1991..
 OW0185
 OW0185.The geoid height was determined by GEOID03.
 OW0185
 OW0185.The dynamic height is computed by dividing the NAVD 88
 OW0185.geopotential number by the normal gravity value computed on the
 OW0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0185.degrees latitude (g = 980.6199 gals.).
 OW0185
 OW0185.The modeled gravity was interpolated from observed gravity values.
 OW0185.The observed gravity was obtained from relative gravimeter ties
 OW0185.to the IGSN71 gravity network.
 OW0185
 OW0185;                    North         East    Units  Estimated Accuracy
 OW0185;SPC WYWC     -   370,070.      643,880.      MT  (+/- 180 meters Scaled)
 OW0185
 OW0185                          SUPERSEDED SURVEY CONTROL
 OW0185
 OW0185  NGVD 29 (06/08/92) 1289.152  (m)         4229.49   (f) ADJUSTED    1 2
 OW0185
 OW0185.Superseded values are not recommended for survey control.
 OW0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0185.See file dsdata.txt to determine how the superseded data were derived.
 OW0185
 OW0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP247568(NAD 83)
 OW0185_MARKER: I = METAL ROD
 OW0185_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0185_SP_SET: STAINLESS STEEL ROD
 OW0185_STAMPING: P 326 1982
 OW0185_MARK LOGO: NGS   
 OW0185_PROJECTION: FLUSH
 OW0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0185_ROD/PIPE-DEPTH: 7.0  meters
 OW0185
 OW0185  HISTORY     - Date     Condition        Report By
 OW0185  HISTORY     - 1982     MONUMENTED       NGS
 OW0185
 OW0185                          STATION DESCRIPTION
 OW0185
 OW0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0185'22.9 KM (14.2 MI) NORTH FROM THERMOPOLIS.
 OW0185'22.9 KM (14.2 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0185'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 0.5 KM (0.3 MI) SOUTH OF
 OW0185'MILEPOST 147, 35.7 METERS (117.1 FT) WEST OF THE CENTER OF A ROAD
 OW0185'LEADING EAST AND 30.5 METERS (100.1 FT) WEST OF THE CENTERLINE OF THE
 OW0185'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0185'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 OW0185'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0210 ***********************************************************************
 OW0210  DESIGNATION -  P 327
 OW0210  PID         -  OW0210
 OW0210  STATE/COUNTY-  WY/HOT SPRINGS
 OW0210  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0210
 OW0210                         *CURRENT SURVEY CONTROL
 OW0210  ___________________________________________________________________
 OW0210* NAD 83(1986)-  43 33 13.     (N)    108 12 06.     (W)     SCALED    
 OW0210* NAVD 88     -      1357.487  (meters)    4453.69   (feet)  ADJUSTED  
 OW0210  ___________________________________________________________________
 OW0210  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 OW0210  DYNAMIC HT  -        1356.755 (meters)    4451.29  (feet)  COMP
 OW0210  MODELED GRAV-     980,032.9   (mgal)                       NAVD 88
 OW0210  OBS GRAVITY -     980,033.0   (mgal)                       GRAV_OBS
 OW0210
 OW0210  VERT ORDER  -  FIRST     CLASS II
 OW0210
 OW0210.The horizontal coordinates were scaled from a topographic map and have
 OW0210.an estimated accuracy of +/- 6 seconds.
 OW0210
 OW0210.The orthometric height was determined by differential leveling
 OW0210.and adjusted by the National Geodetic Survey in June 1991..
 OW0210
 OW0210.The geoid height was determined by GEOID03.
 OW0210
 OW0210.The dynamic height is computed by dividing the NAVD 88
 OW0210.geopotential number by the normal gravity value computed on the
 OW0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0210.degrees latitude (g = 980.6199 gals.).
 OW0210
 OW0210.The modeled gravity was interpolated from observed gravity values.
 OW0210.The observed gravity was obtained from relative gravimeter ties
 OW0210.to the IGSN71 gravity network.
 OW0210
 OW0210;                    North         East    Units  Estimated Accuracy
 OW0210;SPC WYWC     -   339,300.      644,310.      MT  (+/- 180 meters Scaled)
 OW0210
 OW0210                          SUPERSEDED SURVEY CONTROL
 OW0210
 OW0210  NGVD 29 (06/08/92) 1356.626  (m)         4450.86   (f) ADJUSTED    1 2
 OW0210
 OW0210.Superseded values are not recommended for survey control.
 OW0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0210.See file dsdata.txt to determine how the superseded data were derived.
 OW0210
 OW0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP260261(NAD 83)
 OW0210_MARKER: DB = BENCH MARK DISK
 OW0210_SETTING: 66 = SET IN ROCK OUTCROP
 OW0210_SP_SET: ROCK OUTCROP
 OW0210_STAMPING: P 327 1982
 OW0210_MARK LOGO: NGS   
 OW0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0210+STABILITY: POSITION/ELEVATION WELL
 OW0210
 OW0210  HISTORY     - Date     Condition        Report By
 OW0210  HISTORY     - 1982     MONUMENTED       NGS
 OW0210
 OW0210                          STATION DESCRIPTION
 OW0210
 OW0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0210'11.4 KM (7.1 MI) SOUTH FROM THERMOPOLIS.
 OW0210'11.4 KM (7.1 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0210'WITH STATE HIGHWAY 120 IN THERMOPOLIS, IN THE CENTER OF A 3 BY 4 FT
 OW0210'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT AND 11.6 METERS (38.1 FT)
 OW0210'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 OW0210'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 OW0210'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0252 ***********************************************************************
 PX0252  DESIGNATION -  P 328
 PX0252  PID         -  PX0252
 PX0252  STATE/COUNTY-  WY/BIG HORN
 PX0252  USGS QUAD   -  COWLEY (1978)
 PX0252
 PX0252                         *CURRENT SURVEY CONTROL
 PX0252  ___________________________________________________________________
 PX0252* NAD 83(1986)-  44 53 49.     (N)    108 28 03.     (W)     SCALED    
 PX0252* NAVD 88     -      1227.680  (meters)    4027.81   (feet)  ADJUSTED  
 PX0252  ___________________________________________________________________
 PX0252  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 PX0252  DYNAMIC HT  -        1227.224 (meters)    4026.32  (feet)  COMP
 PX0252  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 PX0252
 PX0252  VERT ORDER  -  FIRST     CLASS II
 PX0252
 PX0252.The horizontal coordinates were scaled from a topographic map and have
 PX0252.an estimated accuracy of +/- 6 seconds.
 PX0252
 PX0252.The orthometric height was determined by differential leveling
 PX0252.and adjusted by the National Geodetic Survey in June 1991..
 PX0252
 PX0252.The geoid height was determined by GEOID03.
 PX0252
 PX0252.The dynamic height is computed by dividing the NAVD 88
 PX0252.geopotential number by the normal gravity value computed on the
 PX0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0252.degrees latitude (g = 980.6199 gals.).
 PX0252
 PX0252.The modeled gravity was interpolated from observed gravity values.
 PX0252
 PX0252;                    North         East    Units  Estimated Accuracy
 PX0252;SPC WYEC     -   589,040.      310,420.      MT  (+/- 180 meters Scaled)
 PX0252
 PX0252                          SUPERSEDED SURVEY CONTROL
 PX0252
 PX0252  NGVD 29 (06/08/92) 1226.825  (m)         4025.01   (f) ADJUSTED    1 2
 PX0252
 PX0252.Superseded values are not recommended for survey control.
 PX0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0252.See file dsdata.txt to determine how the superseded data were derived.
 PX0252
 PX0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ999746(NAD 83)
 PX0252_MARKER: I = METAL ROD
 PX0252_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0252_SP_SET: STAINLESS STEEL ROD
 PX0252_STAMPING: P 328 1982
 PX0252_MARK LOGO: NGS   
 PX0252_PROJECTION: FLUSH
 PX0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0252_ROD/PIPE-DEPTH: 4.9  meters
 PX0252
 PX0252  HISTORY     - Date     Condition        Report By
 PX0252  HISTORY     - 1982     MONUMENTED       NGS
 PX0252
 PX0252                          STATION DESCRIPTION
 PX0252
 PX0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0252'11.0 KM (6.85 MI) NW FROM LOVELL.
 PX0252'9.9 KM (6.15 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0252'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 1.1 KM (0.7 MI)
 PX0252'NORTHERLY ALONG A PAVED ROAD, 14.6 METERS (47.9 FT) EAST OF THE CENTER
 PX0252'OF THE ROAD AND 1.1 METERS (3.6 FT) SOUTH OF UTILITY POLE NUMBER
 PX0252'5796-292500.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 PX0252'CAP.
 PX0252'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PX0252'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0284 ***********************************************************************
 PX0284  DESIGNATION -  P 329
 PX0284  PID         -  PX0284
 PX0284  STATE/COUNTY-  WY/BIG HORN
 PX0284  USGS QUAD   -  SHEEP CANYON (1966)
 PX0284
 PX0284                         *CURRENT SURVEY CONTROL
 PX0284  ___________________________________________________________________
 PX0284* NAD 83(1986)-  44 32 21.     (N)    108 09 54.     (W)     SCALED    
 PX0284* NAVD 88     -      1207.855  (meters)    3962.77   (feet)  ADJUSTED  
 PX0284  ___________________________________________________________________
 PX0284  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 PX0284  DYNAMIC HT  -        1207.349 (meters)    3961.11  (feet)  COMP
 PX0284  MODELED GRAV-     980,157.7   (mgal)                       NAVD 88
 PX0284
 PX0284  VERT ORDER  -  FIRST     CLASS II
 PX0284
 PX0284.The horizontal coordinates were scaled from a topographic map and have
 PX0284.an estimated accuracy of +/- 6 seconds.
 PX0284
 PX0284.The orthometric height was determined by differential leveling
 PX0284.and adjusted by the National Geodetic Survey in June 1991..
 PX0284
 PX0284.The geoid height was determined by GEOID03.
 PX0284
 PX0284.The dynamic height is computed by dividing the NAVD 88
 PX0284.geopotential number by the normal gravity value computed on the
 PX0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0284.degrees latitude (g = 980.6199 gals.).
 PX0284
 PX0284.The modeled gravity was interpolated from observed gravity values.
 PX0284
 PX0284;                    North         East    Units  Estimated Accuracy
 PX0284;SPC WYEC     -   548,990.      333,910.      MT  (+/- 180 meters Scaled)
 PX0284
 PX0284                          SUPERSEDED SURVEY CONTROL
 PX0284
 PX0284  NGVD 29 (06/08/92) 1207.027  (m)         3960.05   (f) ADJUSTED    1 2
 PX0284
 PX0284.Superseded values are not recommended for survey control.
 PX0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0284.See file dsdata.txt to determine how the superseded data were derived.
 PX0284
 PX0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ252356(NAD 83)
 PX0284_MARKER: DB = BENCH MARK DISK
 PX0284_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PX0284_SP_SET: ABUTMENT
 PX0284_STAMPING: P 329 1982
 PX0284_MARK LOGO: NGS   
 PX0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0284
 PX0284  HISTORY     - Date     Condition        Report By
 PX0284  HISTORY     - 1982     MONUMENTED       NGS
 PX0284
 PX0284                          STATION DESCRIPTION
 PX0284
 PX0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0284'39.8 KM (24.7 MI) SE FROM LOVELL.
 PX0284'39.8 KM (24.7 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0284'JUNCTION WITH NEVADA STREET IN LOVELL, 0.5 KM (0.3 MI) SOUTHEAST OF
 PX0284'MILEPOST 212, IN TOP OF AND 1.4 METERS (4.6 FT) SOUTHWEST OF THE
 PX0284'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF A HIGHWAY SPANNING
 PX0284'LITTLE DRY CREEK AND 5.5 METERS (18.0 FT) NORTHEAST OF THE CENTERLINE
 PX0284'OF THE HIGHWAY.
 PX0284'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0033 ***********************************************************************
 OV0033  DESIGNATION -  P 33
 OV0033  PID         -  OV0033
 OV0033  STATE/COUNTY-  WY/NATRONA
 OV0033  USGS QUAD   -  MIDWEST (1978)
 OV0033
 OV0033                         *CURRENT SURVEY CONTROL
 OV0033  ___________________________________________________________________
 OV0033* NAD 83(1986)-  43 29 44.     (N)    106 15 06.     (W)     SCALED    
 OV0033* NAVD 88     -      1528.246  (meters)    5013.92   (feet)  ADJUSTED  
 OV0033  ___________________________________________________________________
 OV0033  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 OV0033  DYNAMIC HT  -        1527.407 (meters)    5011.17  (feet)  COMP
 OV0033  MODELED GRAV-     980,017.3   (mgal)                       NAVD 88
 OV0033
 OV0033  VERT ORDER  -  FIRST     CLASS II
 OV0033
 OV0033.The horizontal coordinates were scaled from a topographic map and have
 OV0033.an estimated accuracy of +/- 6 seconds.
 OV0033
 OV0033.The orthometric height was determined by differential leveling
 OV0033.and adjusted by the National Geodetic Survey in June 1991..
 OV0033
 OV0033.The geoid height was determined by GEOID03.
 OV0033
 OV0033.The dynamic height is computed by dividing the NAVD 88
 OV0033.geopotential number by the normal gravity value computed on the
 OV0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0033.degrees latitude (g = 980.6199 gals.).
 OV0033
 OV0033.The modeled gravity was interpolated from observed gravity values.
 OV0033
 OV0033;                    North         East    Units  Estimated Accuracy
 OV0033;SPC WYEC     -   433,270.      487,480.      MT  (+/- 180 meters Scaled)
 OV0033
 OV0033                          SUPERSEDED SURVEY CONTROL
 OV0033
 OV0033  NGVD 29 (??/??/92) 1527.444  (m)         5011.29   (f) ADJ UNCH    1 2
 OV0033
 OV0033.Superseded values are not recommended for survey control.
 OV0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0033.See file dsdata.txt to determine how the superseded data were derived.
 OV0033
 OV0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ988166(NAD 83)
 OV0033_MARKER: DB = BENCH MARK DISK
 OV0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0033_STAMPING: P 33 1933
 OV0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0033+STABILITY: SURFACE MOTION
 OV0033
 OV0033  HISTORY     - Date     Condition        Report By
 OV0033  HISTORY     - 1933     MONUMENTED       CGS
 OV0033  HISTORY     - 1970     GOOD             USGS
 OV0033  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0033
 OV0033                          STATION DESCRIPTION
 OV0033
 OV0033'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OV0033'8.1 MI NW FROM MIDWEST.
 OV0033'FROM JUNCTION OF WYOMING 3871 US 87 IN MIDWEST WYOMING 0.6 MILE
 OV0033'NORTHWEST ALONG US 87 THENCE 6.1 MILES ALONG POSER PLANT ROAD AND ITS
 OV0033'EXTENTION TO A ROAD FORK, THENCE RIGHT FOR 1.4 MILE TO GATE AND
 OV0033'BENCHMARK.  40 FEET NORTH AND 3 FEET WEST OF L GATE.  A STANDARD DISK
 OV0033'SET IN THE TOP OF A CONCRETE POST PROJECTION IS 6 INCHES ABOVE GROUND.
 OV0033
 OV0033                          STATION RECOVERY (1985)
 OV0033
 OV0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0033'NOT RECOVERED.  NOT AVAILABLE FOR PUBLIC ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0232 ***********************************************************************
 OW0232  DESIGNATION -  P 330
 OW0232  PID         -  OW0232
 OW0232  STATE/COUNTY-  WY/FREMONT
 OW0232  USGS QUAD   -  SHOSHONI (1951)
 OW0232
 OW0232                         *CURRENT SURVEY CONTROL
 OW0232  ___________________________________________________________________
 OW0232* NAD 83(1986)-  43 14 28.     (N)    108 06 36.     (W)     SCALED    
 OW0232* NAVD 88     -      1468.674  (meters)    4818.47   (feet)  ADJUSTED  
 OW0232  ___________________________________________________________________
 OW0232  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 OW0232  DYNAMIC HT  -        1467.743 (meters)    4815.42  (feet)  COMP
 OW0232  MODELED GRAV-     979,936.1   (mgal)                       NAVD 88
 OW0232  OBS GRAVITY -     979,937.4   (mgal)                       GRAV_OBS
 OW0232
 OW0232  VERT ORDER  -  FIRST     CLASS II
 OW0232
 OW0232.The horizontal coordinates were scaled from a topographic map and have
 OW0232.an estimated accuracy of +/- 6 seconds.
 OW0232
 OW0232.The orthometric height was determined by differential leveling
 OW0232.and adjusted by the National Geodetic Survey in June 1991..
 OW0232
 OW0232.The geoid height was determined by GEOID03.
 OW0232
 OW0232.The dynamic height is computed by dividing the NAVD 88
 OW0232.geopotential number by the normal gravity value computed on the
 OW0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0232.degrees latitude (g = 980.6199 gals.).
 OW0232
 OW0232.The modeled gravity was interpolated from observed gravity values.
 OW0232.The observed gravity was obtained from relative gravimeter ties
 OW0232.to the IGSN71 gravity network.
 OW0232
 OW0232;                    North         East    Units  Estimated Accuracy
 OW0232;SPC WYWC     -   304,640.      651,980.      MT  (+/- 180 meters Scaled)
 OW0232
 OW0232                          SUPERSEDED SURVEY CONTROL
 OW0232
 OW0232  NGVD 29 (06/08/92) 1467.699  (m)         4815.28   (f) ADJUSTED    1 2
 OW0232
 OW0232.Superseded values are not recommended for survey control.
 OW0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0232.See file dsdata.txt to determine how the superseded data were derived.
 OW0232
 OW0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN346916(NAD 83)
 OW0232_MARKER: I = METAL ROD
 OW0232_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OW0232+WITH SETTING: INFORMATION.
 OW0232_SP_SET: SHALLOW SET METAL ROD
 OW0232_STAMPING: P 330 1982
 OW0232_MARK LOGO: NGS   
 OW0232_PROJECTION: FLUSH
 OW0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0232_ROD/PIPE-DEPTH: 1.2  meters
 OW0232
 OW0232  HISTORY     - Date     Condition        Report By
 OW0232  HISTORY     - 1982     MONUMENTED       NGS
 OW0232
 OW0232                          STATION DESCRIPTION
 OW0232
 OW0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0232'0.7 KM (0.45 MI) NORTH FROM SHOSHONI.
 OW0232'0.7 KM (0.45 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0232'WITH U. S. HIGHWAY 26 IN SHOSHONI, 30.7 METERS (100.7 FT) EAST OF THE
 OW0232'CENTERLINE OF THE HIGHWAY AND 13.4 METERS (44.0 FT) SOUTH OF A FENCE
 OW0232'CORNER.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM
 OW0232'POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0232'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 OW0232'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0226 ***********************************************************************
 OV0226  DESIGNATION -  P 331
 OV0226  PID         -  OV0226
 OV0226  STATE/COUNTY-  WY/FREMONT
 OV0226  USGS QUAD   -  MONETA (1952)
 OV0226
 OV0226                         *CURRENT SURVEY CONTROL
 OV0226  ___________________________________________________________________
 OV0226* NAD 83(1986)-  43 08 33.     (N)    107 39 23.     (W)     SCALED    
 OV0226* NAVD 88     -      1689.350  (meters)    5542.48   (feet)  ADJUSTED  
 OV0226  ___________________________________________________________________
 OV0226  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 OV0226  DYNAMIC HT  -        1688.217 (meters)    5538.76  (feet)  COMP
 OV0226  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 OV0226
 OV0226  VERT ORDER  -  FIRST     CLASS II
 OV0226
 OV0226.The horizontal coordinates were scaled from a topographic map and have
 OV0226.an estimated accuracy of +/- 6 seconds.
 OV0226
 OV0226.The orthometric height was determined by differential leveling
 OV0226.and adjusted by the National Geodetic Survey in June 1991..
 OV0226
 OV0226.The geoid height was determined by GEOID03.
 OV0226
 OV0226.The dynamic height is computed by dividing the NAVD 88
 OV0226.geopotential number by the normal gravity value computed on the
 OV0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0226.degrees latitude (g = 980.6199 gals.).
 OV0226
 OV0226.The modeled gravity was interpolated from observed gravity values.
 OV0226
 OV0226;                    North         East    Units  Estimated Accuracy
 OV0226;SPC WYWC     -   294,060.      688,960.      MT  (+/- 180 meters Scaled)
 OV0226
 OV0226                          SUPERSEDED SURVEY CONTROL
 OV0226
 OV0226  NGVD 29 (06/08/92) 1688.330  (m)         5539.13   (f) ADJUSTED    1 2
 OV0226
 OV0226.Superseded values are not recommended for survey control.
 OV0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0226.See file dsdata.txt to determine how the superseded data were derived.
 OV0226
 OV0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH839800(NAD 83)
 OV0226_MARKER: I = METAL ROD
 OV0226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0226_SP_SET: STAINLESS STEEL ROD
 OV0226_STAMPING: P 331 1982
 OV0226_MARK LOGO: NGS   
 OV0226_PROJECTION: FLUSH
 OV0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0226_ROD/PIPE-DEPTH: 4.0  meters
 OV0226
 OV0226  HISTORY     - Date     Condition        Report By
 OV0226  HISTORY     - 1982     MONUMENTED       NGS
 OV0226
 OV0226                          STATION DESCRIPTION
 OV0226
 OV0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0226'39.3 KM (24.4 MI) EAST FROM SHOSHONI.
 OV0226'39.3 KM (24.4 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0226'WITH U. S. HIGHWAY 26 IN SHOSHONI, OR 39.9 KM (24.8 MI) WESTERLY ALONG
 OV0226'U. S. HIGHWAY 20 FROM ITS JUNCTION WITH COUNTY ROADS 104 AND 212 IN
 OV0226'WALTMAN, 0.8 KM (0.5 MI) EAST OF MILEPOST 76, 27.2 METERS (89.2 FT)
 OV0226'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 15.4 METERS (50.5 FT)
 OV0226'SOUTHWEST OF THE SOUTHWEST END OF A METAL PIPE CULVERT.  NOTE=ACCESS
 OV0226'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0226'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 OV0226'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0279 ***********************************************************************
 NR0279  DESIGNATION -  P 332
 NR0279  PID         -  NR0279
 NR0279  STATE/COUNTY-  WY/NATRONA
 NR0279  USGS QUAD   -  SANFORD RANCH (1984)
 NR0279
 NR0279                         *CURRENT SURVEY CONTROL
 NR0279  ___________________________________________________________________
 NR0279* NAD 83(1986)-  42 32 33.     (N)    107 05 37.     (W)     SCALED    
 NR0279* NAVD 88     -      1817.071  (meters)    5961.51   (feet)  ADJUSTED  
 NR0279  ___________________________________________________________________
 NR0279  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 NR0279  DYNAMIC HT  -        1815.845 (meters)    5957.48  (feet)  COMP
 NR0279  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 NR0279
 NR0279  VERT ORDER  -  FIRST     CLASS II
 NR0279
 NR0279.The horizontal coordinates were scaled from a topographic map and have
 NR0279.an estimated accuracy of +/- 6 seconds.
 NR0279
 NR0279.The orthometric height was determined by differential leveling
 NR0279.and adjusted by the National Geodetic Survey in June 1991..
 NR0279
 NR0279.The geoid height was determined by GEOID03.
 NR0279
 NR0279.The dynamic height is computed by dividing the NAVD 88
 NR0279.geopotential number by the normal gravity value computed on the
 NR0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0279.degrees latitude (g = 980.6199 gals.).
 NR0279
 NR0279.The modeled gravity was interpolated from observed gravity values.
 NR0279
 NR0279;                    North         East    Units  Estimated Accuracy
 NR0279;SPC WYEC     -   326,860.      419,690.      MT  (+/- 180 meters Scaled)
 NR0279
 NR0279                          SUPERSEDED SURVEY CONTROL
 NR0279
 NR0279  NGVD 29 (06/08/92) 1816.147  (m)         5958.48   (f) ADJUSTED    1 2
 NR0279
 NR0279.Superseded values are not recommended for survey control.
 NR0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0279.See file dsdata.txt to determine how the superseded data were derived.
 NR0279
 NR0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH280121(NAD 83)
 NR0279_MARKER: I = METAL ROD
 NR0279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0279_SP_SET: STAINLESS STEEL ROD
 NR0279_STAMPING: P 332 1982
 NR0279_MARK LOGO: NGS   
 NR0279_PROJECTION: FLUSH
 NR0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0279_ROD/PIPE-DEPTH: 11.0 meters
 NR0279
 NR0279  HISTORY     - Date     Condition        Report By
 NR0279  HISTORY     - 1982     MONUMENTED       NGS
 NR0279
 NR0279                          STATION DESCRIPTION
 NR0279
 NR0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0279'36.8 KM (22.85 MI) NE FROM MUDDY GAP.
 NR0279'36.8 KM (22.85 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0279'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0279'0.5 KM (0.3 MI) SOUTHWEST OF DRY CREEK ROAD LEADING NORTHWEST, 0.1 KM
 NR0279'(0.05 MI) SOUTHWEST OF MILEPOST 67, 52.7 METERS (172.9 FT) NORTHWEST
 NR0279'OF THE CENTERLINE OF THE HIGHWAY AND 8.5 METERS (27.9 FT) SOUTHWEST OF
 NR0279'THE CENTER OF A FIELD ENTRANCE.  NOTE, ACCESS TO THE DATUM POINT IS
 NR0279'THROUGH A 5-INCH LOGO CAP.
 NR0279'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0279'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0430 ***********************************************************************
 PW0430  DESIGNATION -  P 333
 PW0430  PID         -  PW0430
 PW0430  STATE/COUNTY-  WY/WASHAKIE
 PW0430  USGS QUAD   -  RAIRDEN (1978)
 PW0430
 PW0430                         *CURRENT SURVEY CONTROL
 PW0430  ___________________________________________________________________
 PW0430* NAD 83(1986)-  44 07 48.     (N)    107 54 31.     (W)     SCALED    
 PW0430* NAVD 88     -      1213.428  (meters)    3981.05   (feet)  ADJUSTED  
 PW0430  ___________________________________________________________________
 PW0430  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 PW0430  DYNAMIC HT  -        1212.886 (meters)    3979.28  (feet)  COMP
 PW0430  MODELED GRAV-     980,130.1   (mgal)                       NAVD 88
 PW0430  OBS GRAVITY -     980,129.1   (mgal)                       GRAV_OBS
 PW0430
 PW0430  VERT ORDER  -  FIRST     CLASS II
 PW0430
 PW0430.The horizontal coordinates were scaled from a topographic map and have
 PW0430.an estimated accuracy of +/- 6 seconds.
 PW0430
 PW0430.The orthometric height was determined by differential leveling
 PW0430.and adjusted by the National Geodetic Survey in June 1991..
 PW0430
 PW0430.The geoid height was determined by GEOID03.
 PW0430
 PW0430.The dynamic height is computed by dividing the NAVD 88
 PW0430.geopotential number by the normal gravity value computed on the
 PW0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0430.degrees latitude (g = 980.6199 gals.).
 PW0430
 PW0430.The modeled gravity was interpolated from observed gravity values.
 PW0430.The observed gravity was obtained from relative gravimeter ties
 PW0430.to the IGSN71 gravity network.
 PW0430
 PW0430;                    North         East    Units  Estimated Accuracy
 PW0430;SPC WYEC     -   503,350.      353,960.      MT  (+/- 180 meters Scaled)
 PW0430
 PW0430                          SUPERSEDED SURVEY CONTROL
 PW0430
 PW0430  NGVD 29 (06/08/92) 1212.641  (m)         3978.47   (f) ADJUSTED    1 2
 PW0430
 PW0430.Superseded values are not recommended for survey control.
 PW0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0430.See file dsdata.txt to determine how the superseded data were derived.
 PW0430
 PW0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ673904(NAD 83)
 PW0430_MARKER: I = METAL ROD
 PW0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0430_SP_SET: STAINLESS STEEL ROD
 PW0430_STAMPING: P 333 1982
 PW0430_MARK LOGO: NGS   
 PW0430_PROJECTION: FLUSH
 PW0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0430_ROD/PIPE-DEPTH: 8.5  meters
 PW0430
 PW0430  HISTORY     - Date     Condition        Report By
 PW0430  HISTORY     - 1982     MONUMENTED       NGS
 PW0430
 PW0430                          STATION DESCRIPTION
 PW0430
 PW0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0430'13.6 KM (8.45 MI) NORTH FROM WORLAND.
 PW0430'13.6 KM (8.45 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0430'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 17.7 METERS
 PW0430'(58.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 14.6 METERS (47.9 FT)
 PW0430'NORTH OF THE CENTER OF THE MAIN ENTRANCE TO THE UNION OIL COMPANY
 PW0430'GASOLINE PLANT NUMBER 21 AND 8.8 METERS (28.9 FT) NORTH OF A UTILITY
 PW0430'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PW0430'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PW0430'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0227 ***********************************************************************
 NR0227  DESIGNATION -  P 334
 NR0227  PID         -  NR0227
 NR0227  STATE/COUNTY-  WY/NATRONA
 NR0227  USGS QUAD   -  GOOSE EGG (1984)
 NR0227
 NR0227                         *CURRENT SURVEY CONTROL
 NR0227  ___________________________________________________________________
 NR0227* NAD 83(1986)-  42 52 15.     (N)    106 25 07.     (W)     SCALED    
 NR0227* NAVD 88     -      1607.990  (meters)    5275.55   (feet)  ADJUSTED  
 NR0227  ___________________________________________________________________
 NR0227  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 NR0227  DYNAMIC HT  -        1606.992 (meters)    5272.27  (feet)  COMP
 NR0227  MODELED GRAV-     979,943.6   (mgal)                       NAVD 88
 NR0227
 NR0227  VERT ORDER  -  FIRST     CLASS II
 NR0227
 NR0227.The horizontal coordinates were scaled from a topographic map and have
 NR0227.an estimated accuracy of +/- 6 seconds.
 NR0227
 NR0227.The orthometric height was determined by differential leveling
 NR0227.and adjusted by the National Geodetic Survey in June 1991..
 NR0227
 NR0227.The geoid height was determined by GEOID03.
 NR0227
 NR0227.The dynamic height is computed by dividing the NAVD 88
 NR0227.geopotential number by the normal gravity value computed on the
 NR0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0227.degrees latitude (g = 980.6199 gals.).
 NR0227
 NR0227.The modeled gravity was interpolated from observed gravity values.
 NR0227
 NR0227;                    North         East    Units  Estimated Accuracy
 NR0227;SPC WYEC     -   363,710.      474,740.      MT  (+/- 180 meters Scaled)
 NR0227
 NR0227                          SUPERSEDED SURVEY CONTROL
 NR0227
 NR0227  NGVD 29 (06/08/92) 1607.118  (m)         5272.69   (f) ADJUSTED    1 2
 NR0227
 NR0227.Superseded values are not recommended for survey control.
 NR0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0227.See file dsdata.txt to determine how the superseded data were derived.
 NR0227
 NR0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH841474(NAD 83)
 NR0227_MARKER: I = METAL ROD
 NR0227_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0227_SP_SET: STAINLESS STEEL ROD
 NR0227_STAMPING: P 334 1982
 NR0227_MARK LOGO: NGS   
 NR0227_PROJECTION: FLUSH
 NR0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0227_ROD/PIPE-DEPTH: 9.8  meters
 NR0227
 NR0227  HISTORY     - Date     Condition        Report By
 NR0227  HISTORY     - 1982     MONUMENTED       NGS
 NR0227
 NR0227                          STATION DESCRIPTION
 NR0227
 NR0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0227'6.4 KM (4.0 MI) NW FROM CASPER.
 NR0227'6.4 KM (4.0 FT) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 NR0227'WITH INTERSTATE HIGHWAY 25 IN CASPER, 31.4 METERS (103.0 FT) SOUTHWEST
 NR0227'OF THE CENTERLINE OF THE HIGHWAY AND 18.6 METERS (61.0 FT) SOUTHEAST
 NR0227'OF THE CENTER OF A PAVED ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 NR0227'THROUGH A 5-INCH LOGO CAP.
 NR0227'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 NR0227'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0239 ***********************************************************************
 NR0239  DESIGNATION -  P 335
 NR0239  PID         -  NR0239
 NR0239  STATE/COUNTY-  WY/NATRONA
 NR0239  USGS QUAD   -  CASPER (1984)
 NR0239
 NR0239                         *CURRENT SURVEY CONTROL
 NR0239  ___________________________________________________________________
 NR0239* NAD 83(1986)-  42 49 17.     (N)    106 22 13.     (W)     SCALED    
 NR0239* NAVD 88     -      1575.594  (meters)    5169.26   (feet)  ADJUSTED  
 NR0239  ___________________________________________________________________
 NR0239  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 NR0239  DYNAMIC HT  -        1574.612 (meters)    5166.04  (feet)  COMP
 NR0239  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 NR0239
 NR0239  VERT ORDER  -  FIRST     CLASS II
 NR0239
 NR0239.The horizontal coordinates were scaled from a topographic map and have
 NR0239.an estimated accuracy of +/- 6 seconds.
 NR0239
 NR0239.The orthometric height was determined by differential leveling
 NR0239.and adjusted by the National Geodetic Survey in June 1991..
 NR0239
 NR0239.The geoid height was determined by GEOID03.
 NR0239
 NR0239.The dynamic height is computed by dividing the NAVD 88
 NR0239.geopotential number by the normal gravity value computed on the
 NR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0239.degrees latitude (g = 980.6199 gals.).
 NR0239
 NR0239.The modeled gravity was interpolated from observed gravity values.
 NR0239
 NR0239;                    North         East    Units  Estimated Accuracy
 NR0239;SPC WYEC     -   358,260.      478,750.      MT  (+/- 180 meters Scaled)
 NR0239
 NR0239                          SUPERSEDED SURVEY CONTROL
 NR0239
 NR0239  NGVD 29 (06/08/92) 1574.722  (m)         5166.40   (f) ADJUSTED    1 2
 NR0239
 NR0239.Superseded values are not recommended for survey control.
 NR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0239.See file dsdata.txt to determine how the superseded data were derived.
 NR0239
 NR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH879418(NAD 83)
 NR0239_MARKER: I = METAL ROD
 NR0239_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0239_SP_SET: STAINLESS STEEL ROD
 NR0239_STAMPING: P 335 1982
 NR0239_MARK LOGO: NGS   
 NR0239_PROJECTION: FLUSH
 NR0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0239_ROD/PIPE-DEPTH: 14.3 meters
 NR0239
 NR0239  HISTORY     - Date     Condition        Report By
 NR0239  HISTORY     - 1982     MONUMENTED       NGS
 NR0239  HISTORY     - 1987     GOOD             NGS
 NR0239
 NR0239                          STATION DESCRIPTION
 NR0239
 NR0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0239'IN CASPER.
 NR0239'IN CASPER, AT THE JUNCTION OF STATE HIGHWAY 257 AND STATE HIGHWAY 220,
 NR0239'43.3 METERS (142.1 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST
 NR0239'BOUND LANES OF THE HIGHWAY, 40.2 METERS (131.9 FT) SOUTHWEST OF THE
 NR0239'CENTERLINE OF THE HIGHWAY AND 7.7 METERS (24.6 FT) SOUTHWEST OF A
 NR0239'FENCE CORNER.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NR0239'LOGO CAP.
 NR0239'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0239'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 NR0239
 NR0239                          STATION RECOVERY (1987)
 NR0239
 NR0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NR0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0304 ***********************************************************************
 NR0304  DESIGNATION -  P 336
 NR0304  PID         -  NR0304
 NR0304  STATE/COUNTY-  WY/CARBON
 NR0304  USGS QUAD   -  MUDDY GAP (1981)
 NR0304
 NR0304                         *CURRENT SURVEY CONTROL
 NR0304  ___________________________________________________________________
 NR0304* NAD 83(1986)-  42 15 23.     (N)    107 26 48.     (W)     SCALED    
 NR0304* NAVD 88     -      2040.161  (meters)    6693.43   (feet)  ADJUSTED  
 NR0304  ___________________________________________________________________
 NR0304  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 NR0304  DYNAMIC HT  -        2038.556 (meters)    6688.16  (feet)  COMP
 NR0304  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 NR0304
 NR0304  VERT ORDER  -  FIRST     CLASS II
 NR0304
 NR0304.The horizontal coordinates were scaled from a topographic map and have
 NR0304.an estimated accuracy of +/- 6 seconds.
 NR0304
 NR0304.The orthometric height was determined by differential leveling
 NR0304.and adjusted by the National Geodetic Survey in June 1991..
 NR0304
 NR0304.The geoid height was determined by GEOID03.
 NR0304
 NR0304.The dynamic height is computed by dividing the NAVD 88
 NR0304.geopotential number by the normal gravity value computed on the
 NR0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0304.degrees latitude (g = 980.6199 gals.).
 NR0304
 NR0304.The modeled gravity was interpolated from observed gravity values.
 NR0304
 NR0304;                    North         East    Units  Estimated Accuracy
 NR0304;SPC WYEC     -   295,060.      390,650.      MT  (+/- 180 meters Scaled)
 NR0304
 NR0304                          SUPERSEDED SURVEY CONTROL
 NR0304
 NR0304  NGVD 29 (06/08/92) 2039.068  (m)         6689.84   (f) ADJUSTED    1 2
 NR0304
 NR0304.Superseded values are not recommended for survey control.
 NR0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0304.See file dsdata.txt to determine how the superseded data were derived.
 NR0304
 NR0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG981811(NAD 83)
 NR0304_MARKER: DB = BENCH MARK DISK
 NR0304_SETTING: 66 = SET IN ROCK OUTCROP
 NR0304_SP_SET: ROCK OUTCROP
 NR0304_STAMPING: P 336 1982
 NR0304_MARK LOGO: NGS   
 NR0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0304+STABILITY: POSITION/ELEVATION WELL
 NR0304
 NR0304  HISTORY     - Date     Condition        Report By
 NR0304  HISTORY     - 1982     MONUMENTED       NGS
 NR0304
 NR0304                          STATION DESCRIPTION
 NR0304
 NR0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0304'12.9 KM (8.0 MI) SOUTH FROM MUDDY GAP.
 NR0304'12.9 KM (8.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0304'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.4 KM (0.25 MI) NORTH OF
 NR0304'MILEPOST 36, IN THE CENTER OF A 3 BY 4 FT. EXPOSED AREA OF OUTCROPPING
 NR0304'BEDROCK AND 13.1 METERS (43.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 NR0304'SOUTH BOUND LANES OF THE HIGHWAY.
 NR0304'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 NR0304'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0466 ***********************************************************************
 MP0466  DESIGNATION -  P 337
 MP0466  PID         -  MP0466
 MP0466  STATE/COUNTY-  WY/CARBON
 MP0466  USGS QUAD   -  RAWLINS (1981)
 MP0466
 MP0466                         *CURRENT SURVEY CONTROL
 MP0466  ___________________________________________________________________
 MP0466* NAD 83(1986)-  41 50 40.     (N)    107 14 49.     (W)     SCALED    
 MP0466* NAVD 88     -      2134.329  (meters)    7002.38   (feet)  ADJUSTED  
 MP0466  ___________________________________________________________________
 MP0466  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 MP0466  DYNAMIC HT  -        2132.518 (meters)    6996.44  (feet)  COMP
 MP0466  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 MP0466
 MP0466  VERT ORDER  -  FIRST     CLASS II
 MP0466
 MP0466.The horizontal coordinates were scaled from a topographic map and have
 MP0466.an estimated accuracy of +/- 6 seconds.
 MP0466
 MP0466.The orthometric height was determined by differential leveling
 MP0466.and adjusted by the National Geodetic Survey in June 1991..
 MP0466
 MP0466.The geoid height was determined by GEOID03.
 MP0466
 MP0466.The dynamic height is computed by dividing the NAVD 88
 MP0466.geopotential number by the normal gravity value computed on the
 MP0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0466.degrees latitude (g = 980.6199 gals.).
 MP0466
 MP0466.The modeled gravity was interpolated from observed gravity values.
 MP0466
 MP0466;                    North         East    Units  Estimated Accuracy
 MP0466;SPC WYEC     -   249,310.      407,170.      MT  (+/- 180 meters Scaled)
 MP0466
 MP0466                          SUPERSEDED SURVEY CONTROL
 MP0466
 MP0466  NGVD 29 (06/08/92) 2133.176  (m)         6998.59   (f) ADJUSTED    1 2
 MP0466
 MP0466.Superseded values are not recommended for survey control.
 MP0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0466.See file dsdata.txt to determine how the superseded data were derived.
 MP0466
 MP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG134349(NAD 83)
 MP0466_MARKER: I = METAL ROD
 MP0466_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MP0466+WITH SETTING: INFORMATION.
 MP0466_SP_SET: SHALLOW-SET METAL ROD
 MP0466_STAMPING: P 337 1982
 MP0466_MARK LOGO: NGS   
 MP0466_PROJECTION: FLUSH
 MP0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0466_ROD/PIPE-DEPTH: 1.2  meters
 MP0466
 MP0466  HISTORY     - Date     Condition        Report By
 MP0466  HISTORY     - 1982     MONUMENTED       NGS
 MP0466  HISTORY     - 1987     GOOD             NGS
 MP0466
 MP0466                          STATION DESCRIPTION
 MP0466
 MP0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0466'7.2 KM (4.45 MI) NORTH FROM RAWLINS.
 MP0466'7.2 KM (4.45 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0466'WITH U.S. HIGHWAY 30 IN RAWLINS, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 5,
 MP0466'45.4 METERS (148.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 MP0466'2.6 METERS (8.5 FT) NORTHWEST OF UTILITY POLE NUMBER 3.  NOTE, REFUSAL
 MP0466'WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MP0466'LOGO CAP.
 MP0466'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 MP0466'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 MP0466
 MP0466                          STATION RECOVERY (1987)
 MP0466
 MP0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MP0466'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--0.6
 MP0466'KM (0.35 MI) SOUTH OF MILEPOST 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0257 ***********************************************************************
 NR0257  DESIGNATION -  P 338
 NR0257  PID         -  NR0257
 NR0257  STATE/COUNTY-  WY/NATRONA
 NR0257  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0257
 NR0257                         *CURRENT SURVEY CONTROL
 NR0257  ___________________________________________________________________
 NR0257* NAD 83(1986)-  42 38 00.     (N)    106 37 26.     (W)     SCALED    
 NR0257* NAVD 88     -      1627.780  (meters)    5340.47   (feet)  ADJUSTED  
 NR0257  ___________________________________________________________________
 NR0257  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 NR0257  DYNAMIC HT  -        1626.703 (meters)    5336.94  (feet)  COMP
 NR0257  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 NR0257
 NR0257  VERT ORDER  -  FIRST     CLASS II
 NR0257
 NR0257.The horizontal coordinates were scaled from a topographic map and have
 NR0257.an estimated accuracy of +/- 6 seconds.
 NR0257
 NR0257.The orthometric height was determined by differential leveling
 NR0257.and adjusted by the National Geodetic Survey in June 1991..
 NR0257
 NR0257.The geoid height was determined by GEOID03.
 NR0257
 NR0257.The dynamic height is computed by dividing the NAVD 88
 NR0257.geopotential number by the normal gravity value computed on the
 NR0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0257.degrees latitude (g = 980.6199 gals.).
 NR0257
 NR0257.The modeled gravity was interpolated from observed gravity values.
 NR0257
 NR0257;                    North         East    Units  Estimated Accuracy
 NR0257;SPC WYEC     -   337,170.      458,190.      MT  (+/- 180 meters Scaled)
 NR0257
 NR0257                          SUPERSEDED SURVEY CONTROL
 NR0257
 NR0257  NGVD 29 (06/08/92) 1626.864  (m)         5337.47   (f) ADJUSTED    1 2
 NR0257
 NR0257.Superseded values are not recommended for survey control.
 NR0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0257.See file dsdata.txt to determine how the superseded data were derived.
 NR0257
 NR0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH668213(NAD 83)
 NR0257_MARKER: I = METAL ROD
 NR0257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0257_SP_SET: STAINLESS STEEL ROD
 NR0257_STAMPING: P 338 1982
 NR0257_MARK LOGO: NGS   
 NR0257_PROJECTION: FLUSH
 NR0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0257_ROD/PIPE-DEPTH: 5.8  meters
 NR0257
 NR0257  HISTORY     - Date     Condition        Report By
 NR0257  HISTORY     - 1982     MONUMENTED       NGS
 NR0257
 NR0257                          STATION DESCRIPTION
 NR0257
 NR0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0257'31.3 KM (19.45 MI) SW FROM CASPER.
 NR0257'31.3 KM (19.45 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0257'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 91.1 METERS (298.9 FT)
 NR0257'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 33.9 METERS (111.2 FT)
 NR0257'NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING WEST.  NOTE, ACCESS TO
 NR0257'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0257'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0257'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0586 ***********************************************************************
 MR0586  DESIGNATION -  P 339
 MR0586  PID         -  MR0586
 MR0586  STATE/COUNTY-  WY/UINTA
 MR0586  USGS QUAD   -  EVANSTON (1978)
 MR0586
 MR0586                         *CURRENT SURVEY CONTROL
 MR0586  ___________________________________________________________________
 MR0586* NAD 83(1986)-  41 16 39.     (N)    110 59 24.     (W)     SCALED    
 MR0586* NAVD 88     -      2045.856  (meters)    6712.11   (feet)  ADJUSTED  
 MR0586  ___________________________________________________________________
 MR0586  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 MR0586  DYNAMIC HT  -        2043.971 (meters)    6705.93  (feet)  COMP
 MR0586  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 MR0586
 MR0586  VERT ORDER  -  FIRST     CLASS II
 MR0586
 MR0586.The horizontal coordinates were scaled from a topographic map and have
 MR0586.an estimated accuracy of +/- 6 seconds.
 MR0586
 MR0586.The orthometric height was determined by differential leveling
 MR0586.and adjusted by the National Geodetic Survey in June 1991..
 MR0586
 MR0586.The geoid height was determined by GEOID03.
 MR0586
 MR0586.The dynamic height is computed by dividing the NAVD 88
 MR0586.geopotential number by the normal gravity value computed on the
 MR0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0586.degrees latitude (g = 980.6199 gals.).
 MR0586
 MR0586.The modeled gravity was interpolated from observed gravity values.
 MR0586
 MR0586;                    North         East    Units  Estimated Accuracy
 MR0586;SPC WY W     -   186,730.      724,040.      MT  (+/- 180 meters Scaled)
 MR0586
 MR0586                          SUPERSEDED SURVEY CONTROL
 MR0586
 MR0586  NGVD 29 (06/08/92) 2044.547  (m)         6707.82   (f) ADJUSTED    1 2
 MR0586
 MR0586.Superseded values are not recommended for survey control.
 MR0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0586.See file dsdata.txt to determine how the superseded data were derived.
 MR0586
 MR0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL008695(NAD 83)
 MR0586_MARKER: I = METAL ROD
 MR0586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0586_SP_SET: STAINLESS STEEL ROD
 MR0586_STAMPING: P 339 1983
 MR0586_MARK LOGO: NGS   
 MR0586_PROJECTION: FLUSH
 MR0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0586_ROD/PIPE-DEPTH: 11.6 meters
 MR0586
 MR0586  HISTORY     - Date     Condition        Report By
 MR0586  HISTORY     - 1983     MONUMENTED       NGS
 MR0586
 MR0586                          STATION DESCRIPTION
 MR0586
 MR0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0586'2.6 KM (1.6 MI) SW FROM EVANSTON.
 MR0586'2.6 KM (1.6 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0586'THE STATION IN EVANSTON, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 919,
 MR0586'23.0 METERS (75.5 FT) NORTHWEST OF THE NEAR RAIL, 20.4 METERS (66.9
 MR0586'FT) SOUTHEAST OF A FENCE, 16.1 METERS (52.8 FT) NORTHWEST OF A GUY
 MR0586'POLE AND RAILROAD SIGNAL BOX, AND 1.4 METERS (4.6 FT) NORTHEAST OF A
 MR0586'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MR0586'CAP.
 MR0586'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MR0586'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0256 ***********************************************************************
 OU0256  DESIGNATION -  P 34
 OU0256  PID         -  OU0256
 OU0256  STATE/COUNTY-  WY/CAMPBELL
 OU0256  USGS QUAD   -  WAGS PINNACLE (1984)
 OU0256
 OU0256                         *CURRENT SURVEY CONTROL
 OU0256  ___________________________________________________________________
 OU0256* NAD 83(1986)-  43 53 22.     (N)    105 46 22.     (W)     SCALED    
 OU0256* NAVD 88     -      1538.555  (meters)    5047.74   (feet)  POSTED    
 OU0256  ___________________________________________________________________
 OU0256  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OU0256  DYNAMIC HT  -        1537.760 (meters)    5045.13  (feet)  COMP
 OU0256  MODELED GRAV-     980,047.9   (mgal)                       NAVD 88
 OU0256  OBS GRAVITY -     980,049.5   (mgal)                       GRAV_OBS
 OU0256
 OU0256  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0256
 OU0256.The horizontal coordinates were scaled from a topographic map and have
 OU0256.an estimated accuracy of +/- 6 seconds.
 OU0256
 OU0256.The orthometric height was determined by differential leveling
 OU0256.and adjusted by the National Geodetic Survey in 1992..
 OU0256.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0256.rate of 0.0 thru 1.0 mm/km.
 OU0256
 OU0256.The geoid height was determined by GEOID03.
 OU0256
 OU0256.The dynamic height is computed by dividing the NAVD 88
 OU0256.geopotential number by the normal gravity value computed on the
 OU0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0256.degrees latitude (g = 980.6199 gals.).
 OU0256
 OU0256.The modeled gravity was interpolated from observed gravity values.
 OU0256.The observed gravity was obtained from relative gravimeter ties
 OU0256.to the IGSN71 gravity network.
 OU0256
 OU0256;                    North         East    Units  Estimated Accuracy
 OU0256;SPC WY E     -   376,650.      151,300.      MT  (+/- 180 meters Scaled)
 OU0256
 OU0256                          SUPERSEDED SURVEY CONTROL
 OU0256
 OU0256  NGVD 29 (??/??/92) 1537.781  (m)         5045.20   (f) ADJ UNCH    1 2
 OU0256
 OU0256.Superseded values are not recommended for survey control.
 OU0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0256.See file dsdata.txt to determine how the superseded data were derived.
 OU0256
 OU0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ379598(NAD 83)
 OU0256_MARKER: DB = BENCH MARK DISK
 OU0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0256_STAMPING: P 34 1933
 OU0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0256+STABILITY: SURFACE MOTION
 OU0256
 OU0256  HISTORY     - Date     Condition        Report By
 OU0256  HISTORY     - 1933     MONUMENTED       CGS
 OU0256  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0256
 OU0256                          STATION DESCRIPTION
 OU0256
 OU0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0256'2 MI N FROM SAVAGETON.
 OU0256'2.0 MILES NORTH ALONG OLD STATE HIGHWAY 316 FROM THE POST OFFICE
 OU0256'AND STORE AT SAVAGETON, CAMPBELL COUNTY, 186 YARDS SOUTH OF A
 OU0256'24-INCH CORRUGATED-IRON PIPE CULVERT OVER A DRY DITCH, 30 FEET
 OU0256'WEST OF THE CENTER LINE OF THE OLD HIGHWAY, AND 3 FEET SOUTH
 OU0256'OF THE CORNER OF A WIRE FENCE.  A STANDARD DISK, STAMPED P 34
 OU0256'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 OU0256'ABOVE GROUND.
 OU0256
 OU0256                          STATION RECOVERY (1985)
 OU0256
 OU0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0256'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0299 ***********************************************************************
 OU0299  DESIGNATION -  P 34 RESET
 OU0299  PID         -  OU0299
 OU0299  STATE/COUNTY-  WY/CAMPBELL
 OU0299  USGS QUAD   -  WAGS PINNACLE (1984)
 OU0299
 OU0299                         *CURRENT SURVEY CONTROL
 OU0299  ___________________________________________________________________
 OU0299* NAD 83(1986)-  43 53 20.     (N)    105 46 26.     (W)     SCALED    
 OU0299* NAVD 88     -      1538.739  (meters)    5048.35   (feet)  ADJUSTED  
 OU0299  ___________________________________________________________________
 OU0299  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0299  DYNAMIC HT  -        1537.943 (meters)    5045.73  (feet)  COMP
 OU0299  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 OU0299
 OU0299  VERT ORDER  -  FIRST     CLASS II
 OU0299
 OU0299.The horizontal coordinates were scaled from a topographic map and have
 OU0299.an estimated accuracy of +/- 6 seconds.
 OU0299
 OU0299.The orthometric height was determined by differential leveling
 OU0299.and adjusted by the National Geodetic Survey in June 1991..
 OU0299
 OU0299.The geoid height was determined by GEOID03.
 OU0299
 OU0299.The dynamic height is computed by dividing the NAVD 88
 OU0299.geopotential number by the normal gravity value computed on the
 OU0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0299.degrees latitude (g = 980.6199 gals.).
 OU0299
 OU0299.The modeled gravity was interpolated from observed gravity values.
 OU0299
 OU0299;                    North         East    Units  Estimated Accuracy
 OU0299;SPC WY E     -   376,580.      151,210.      MT  (+/- 180 meters Scaled)
 OU0299
 OU0299                          SUPERSEDED SURVEY CONTROL
 OU0299
 OU0299  NGVD 29 (06/08/92) 1537.940  (m)         5045.72   (f) ADJUSTED    1 2
 OU0299
 OU0299.Superseded values are not recommended for survey control.
 OU0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0299.See file dsdata.txt to determine how the superseded data were derived.
 OU0299
 OU0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ378598(NAD 83)
 OU0299_MARKER: DB = BENCH MARK DISK
 OU0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0299_SP_SET: CONCRETE POST
 OU0299_STAMPING: P 34 RESET 1983
 OU0299_MARK LOGO: NGS   
 OU0299_PROJECTION: FLUSH
 OU0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0299+STABILITY: SURFACE MOTION
 OU0299
 OU0299  HISTORY     - Date     Condition        Report By
 OU0299  HISTORY     - 1983     MONUMENTED       NGS
 OU0299  HISTORY     - 1985     GOOD             NGS
 OU0299
 OU0299                          STATION DESCRIPTION
 OU0299
 OU0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0299'2.8 KM (1.75 MI) NORTH FROM SAVAGETON.
 OU0299'2.84 KM (1.77 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0299'SAVAGETON ROAD AT SAVAGETON, IN THE CENTER OF A DOUBLE WIRE GATE FOR A
 OU0299'FIELD ACCESS, AT A Y JUNCTION IN THE RIGHT OF WAY FENCE, 0.30 KM (0.15
 OU0299'MI) SOUTHWEST OF A STOCK POND, 34.4 METERS (113 FT) NORTHWEST OF THE
 OU0299'HIGHWAY CENTERLINE, 5.30 METERS (17.3 FT) WEST OF THE CENTER BRACED
 OU0299'POST FOR THE GATES, 4.6 METERS (15 FT) NORTH OF THE SOUTHWEST BRACED
 OU0299'POST FOR THE SOUTHWEST GATE, 4.2 METERS (13.7 FT) NORTHWEST OF THE
 OU0299'RIGHT OF WAY FENCE AND 0.3 METER (1 FT) SOUTH OF THE EAST-WEST FENCE.
 OU0299'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OU0299'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0342 ***********************************************************************
 MQ0342  DESIGNATION -  P 340
 MQ0342  PID         -  MQ0342
 MQ0342  STATE/COUNTY-  WY/SWEETWATER
 MQ0342  USGS QUAD   -  GRANGER (1980)
 MQ0342
 MQ0342                         *CURRENT SURVEY CONTROL
 MQ0342  ___________________________________________________________________
 MQ0342* NAD 83(1986)-  41 33 34.     (N)    109 55 40.     (W)     SCALED    
 MQ0342* NAVD 88     -      1931.109  (meters)    6335.65   (feet)  ADJUSTED  
 MQ0342  ___________________________________________________________________
 MQ0342  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 MQ0342  DYNAMIC HT  -        1929.443 (meters)    6330.18  (feet)  COMP
 MQ0342  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 MQ0342
 MQ0342  VERT ORDER  -  FIRST     CLASS II
 MQ0342
 MQ0342.The horizontal coordinates were scaled from a topographic map and have
 MQ0342.an estimated accuracy of +/- 6 seconds.
 MQ0342
 MQ0342.The orthometric height was determined by differential leveling
 MQ0342.and adjusted by the National Geodetic Survey in June 1991..
 MQ0342
 MQ0342.The geoid height was determined by GEOID03.
 MQ0342
 MQ0342.The dynamic height is computed by dividing the NAVD 88
 MQ0342.geopotential number by the normal gravity value computed on the
 MQ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0342.degrees latitude (g = 980.6199 gals.).
 MQ0342
 MQ0342.The modeled gravity was interpolated from observed gravity values.
 MQ0342
 MQ0342;                    North         East    Units  Estimated Accuracy
 MQ0342;SPC WYWC     -   118,320.      501,760.      MT  (+/- 180 meters Scaled)
 MQ0342
 MQ0342                          SUPERSEDED SURVEY CONTROL
 MQ0342
 MQ0342  NGVD 29 (06/08/92) 1929.792  (m)         6331.33   (f) ADJUSTED    1 2
 MQ0342
 MQ0342.Superseded values are not recommended for survey control.
 MQ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0342.See file dsdata.txt to determine how the superseded data were derived.
 MQ0342
 MQ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM894014(NAD 83)
 MQ0342_MARKER: I = METAL ROD
 MQ0342_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0342+WITH SETTING: INFORMATION.
 MQ0342_SP_SET: SHALLOW SET METAL ROD
 MQ0342_STAMPING: P 340 1983
 MQ0342_MARK LOGO: NGS   
 MQ0342_PROJECTION: FLUSH
 MQ0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0342_ROD/PIPE-DEPTH: 0.9  meters
 MQ0342
 MQ0342  HISTORY     - Date     Condition        Report By
 MQ0342  HISTORY     - 1983     MONUMENTED       NGS
 MQ0342
 MQ0342                          STATION DESCRIPTION
 MQ0342
 MQ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0342'5.8 KM (3.6 MI) SE FROM GRANGER.
 MQ0342'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG OLD U.S. HIGHWAY 30 FROM THE
 MQ0342'UNION PACIFIC RAILROAD STATION IN GRANGER, THENCE 1.4 KM (0.85 MI)
 MQ0342'SOUTH-EASTERLY ALONG U.S. HIGHWAY 30, 0.4 KM (0.25 MI) NORTHWEST OF
 MQ0342'MILEPOST 99, 44.2 METERS (145.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 MQ0342'HIGHWAY AND 8.8 METERS (28.9 FT) SOUTHEAST OF THE CENTER OF A CATTLE
 MQ0342'GUARD.  NOTE=REFUSAL WAS REACHED AT 3.0 FEET, AND ACCESS TO THE DATUM
 MQ0342'POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0342'THE MARK IS 0.3 METERS  SW FROM  WITNESS POST AND FENCE
 MQ0342'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0378 ***********************************************************************
 MQ0378  DESIGNATION -  P 341
 MQ0378  PID         -  MQ0378
 MQ0378  STATE/COUNTY-  WY/SWEETWATER
 MQ0378  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0378
 MQ0378                         *CURRENT SURVEY CONTROL
 MQ0378  ___________________________________________________________________
 MQ0378* NAD 83(1986)-  41 34 40.     (N)    108 42 12.     (W)     SCALED    
 MQ0378* NAVD 88     -      2009.453  (meters)    6592.68   (feet)  ADJUSTED  
 MQ0378  ___________________________________________________________________
 MQ0378  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 MQ0378  DYNAMIC HT  -        2007.731 (meters)    6587.03  (feet)  COMP
 MQ0378  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 MQ0378
 MQ0378  VERT ORDER  -  FIRST     CLASS II
 MQ0378
 MQ0378.The horizontal coordinates were scaled from a topographic map and have
 MQ0378.an estimated accuracy of +/- 6 seconds.
 MQ0378
 MQ0378.The orthometric height was determined by differential leveling
 MQ0378.and adjusted by the National Geodetic Survey in June 1991..
 MQ0378
 MQ0378.The geoid height was determined by GEOID03.
 MQ0378
 MQ0378.The dynamic height is computed by dividing the NAVD 88
 MQ0378.geopotential number by the normal gravity value computed on the
 MQ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0378.degrees latitude (g = 980.6199 gals.).
 MQ0378
 MQ0378.The modeled gravity was interpolated from observed gravity values.
 MQ0378
 MQ0378;                    North         East    Units  Estimated Accuracy
 MQ0378;SPC WYWC     -   119,690.      603,890.      MT  (+/- 180 meters Scaled)
 MQ0378
 MQ0378                          SUPERSEDED SURVEY CONTROL
 MQ0378
 MQ0378  NGVD 29 (06/08/92) 2008.179  (m)         6588.50   (f) ADJUSTED    1 2
 MQ0378
 MQ0378.Superseded values are not recommended for survey control.
 MQ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0378.See file dsdata.txt to determine how the superseded data were derived.
 MQ0378
 MQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM914054(NAD 83)
 MQ0378_MARKER: I = METAL ROD
 MQ0378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0378_SP_SET: STAINLESS STEEL ROD
 MQ0378_STAMPING: P 341 1983
 MQ0378_MARK LOGO: NGS   
 MQ0378_PROJECTION: FLUSH
 MQ0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0378_ROD/PIPE-DEPTH: 17.1 meters
 MQ0378
 MQ0378  HISTORY     - Date     Condition        Report By
 MQ0378  HISTORY     - 1983     MONUMENTED       NGS
 MQ0378
 MQ0378                          STATION DESCRIPTION
 MQ0378
 MQ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0378'14.7 KM (9.15 MI) SE FROM POINT OF ROCKS.
 MQ0378'14.7 KM (9.15 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0378'THE STATION IN POINT OF ROCKS, 65.5 METERS (214.9 FT) NORTHWEST OF A
 MQ0378'UTILITY POLE AND MILEPOST 768, 48.2 METERS (158.1 FT) SOUTHWEST OF THE
 MQ0378'SOUTHWEST CORNER OF A SMALL RAILROAD BRIDGE AND 36.4 METERS (119.4 FT)
 MQ0378'WEST OF THE NEAR RAIL.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A
 MQ0378'5-INCH LOGO CAP.
 MQ0378'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MQ0378'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0382 ***********************************************************************
 MQ0382  DESIGNATION -  P 342
 MQ0382  PID         -  MQ0382
 MQ0382  STATE/COUNTY-  WY/SWEETWATER
 MQ0382  USGS QUAD   -  BITTER CREEK (1968)
 MQ0382
 MQ0382                         *CURRENT SURVEY CONTROL
 MQ0382  ___________________________________________________________________
 MQ0382* NAD 83(1986)-  41 31 54.     (N)    108 35 06.     (W)     SCALED    
 MQ0382* NAVD 88     -      2035.515  (meters)    6678.19   (feet)  ADJUSTED  
 MQ0382  ___________________________________________________________________
 MQ0382  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MQ0382  DYNAMIC HT  -        2033.718 (meters)    6672.29  (feet)  COMP
 MQ0382  MODELED GRAV-     979,668.1   (mgal)                       NAVD 88
 MQ0382
 MQ0382  VERT ORDER  -  FIRST     CLASS II
 MQ0382
 MQ0382.The horizontal coordinates were scaled from a topographic map and have
 MQ0382.an estimated accuracy of +/- 6 seconds.
 MQ0382
 MQ0382.The orthometric height was determined by differential leveling
 MQ0382.and adjusted by the National Geodetic Survey in June 1991..
 MQ0382
 MQ0382.The geoid height was determined by GEOID03.
 MQ0382
 MQ0382.The dynamic height is computed by dividing the NAVD 88
 MQ0382.geopotential number by the normal gravity value computed on the
 MQ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0382.degrees latitude (g = 980.6199 gals.).
 MQ0382
 MQ0382.The modeled gravity was interpolated from observed gravity values.
 MQ0382
 MQ0382;                    North         East    Units  Estimated Accuracy
 MQ0382;SPC WYWC     -   114,580.      613,770.      MT  (+/- 180 meters Scaled)
 MQ0382
 MQ0382                          SUPERSEDED SURVEY CONTROL
 MQ0382
 MQ0382  NGVD 29 (06/08/92) 2034.224  (m)         6673.95   (f) ADJUSTED    1 2
 MQ0382
 MQ0382.Superseded values are not recommended for survey control.
 MQ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0382.See file dsdata.txt to determine how the superseded data were derived.
 MQ0382
 MQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM014005(NAD 83)
 MQ0382_MARKER: I = METAL ROD
 MQ0382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0382_SP_SET: STAINLESS STEEL ROD
 MQ0382_STAMPING: P 342 1983
 MQ0382_MARK LOGO: NGS   
 MQ0382_PROJECTION: FLUSH
 MQ0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0382_ROD/PIPE-DEPTH: 7.3  meters
 MQ0382
 MQ0382  HISTORY     - Date     Condition        Report By
 MQ0382  HISTORY     - 1983     MONUMENTED       NGS
 MQ0382
 MQ0382                          STATION DESCRIPTION
 MQ0382
 MQ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0382'3.4 KM (2.1 MI) SW FROM BITTER CREEK.
 MQ0382'3.4 KM (2.1 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0382'THE STATION IN BITTER CREEK, 0.4 KM (0.25 MI) NORTHEAST OF MILEPOST
 MQ0382'759, 29.5 METERS (96.8 FT) SOUTHEAST OF THE NEAR RAIL, 8.7 METERS
 MQ0382'(28.5 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD, AND 0.9 METER (3.0
 MQ0382'FT) NORTHEAST OF A UTILITY POLE.  NOTE, ACCESS TO THE DATUM POINT IS
 MQ0382'THROUGH A 5-INCH LOGO CAP.
 MQ0382'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 MQ0382'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0978 ***********************************************************************
 MO0978  DESIGNATION -  P 343
 MO0978  PID         -  MO0978
 MO0978  STATE/COUNTY-  WY/ALBANY
 MO0978  USGS QUAD   -  BOSLER (1981)
 MO0978
 MO0978                         *CURRENT SURVEY CONTROL
 MO0978  ___________________________________________________________________
 MO0978* NAD 83(1986)-  41 30 27.     (N)    105 39 19.     (W)     SCALED    
 MO0978* NAVD 88     -      2160.187  (meters)    7087.21   (feet)  ADJUSTED  
 MO0978  ___________________________________________________________________
 MO0978  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 MO0978  DYNAMIC HT  -        2158.366 (meters)    7081.24  (feet)  COMP
 MO0978  MODELED GRAV-     979,701.7   (mgal)                       NAVD 88
 MO0978
 MO0978  VERT ORDER  -  FIRST     CLASS II
 MO0978
 MO0978.The horizontal coordinates were scaled from a topographic map and have
 MO0978.an estimated accuracy of +/- 6 seconds.
 MO0978
 MO0978.The orthometric height was determined by differential leveling
 MO0978.and adjusted by the National Geodetic Survey in June 1991..
 MO0978
 MO0978.The geoid height was determined by GEOID03.
 MO0978
 MO0978.The dynamic height is computed by dividing the NAVD 88
 MO0978.geopotential number by the normal gravity value computed on the
 MO0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0978.degrees latitude (g = 980.6199 gals.).
 MO0978
 MO0978.The modeled gravity was interpolated from observed gravity values.
 MO0978
 MO0978;                    North         East    Units  Estimated Accuracy
 MO0978;SPC WY E     -   112,000.      159,210.      MT  (+/- 180 meters Scaled)
 MO0978
 MO0978                          SUPERSEDED SURVEY CONTROL
 MO0978
 MO0978  NGVD 29 (06/08/92) 2159.150  (m)         7083.81   (f) ADJUSTED    1 2
 MO0978
 MO0978.Superseded values are not recommended for survey control.
 MO0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0978.See file dsdata.txt to determine how the superseded data were derived.
 MO0978
 MO0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF453953(NAD 83)
 MO0978_MARKER: I = METAL ROD
 MO0978_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0978_SP_SET: STAINLESS STEEL ROD
 MO0978_STAMPING: P 343 1983
 MO0978_MARK LOGO: NGS   
 MO0978_PROJECTION: FLUSH
 MO0978_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0978_ROD/PIPE-DEPTH: 3.7  meters
 MO0978
 MO0978  HISTORY     - Date     Condition        Report By
 MO0978  HISTORY     - 1983     MONUMENTED       NGS
 MO0978  HISTORY     - 19990823 GOOD             WYDT
 MO0978
 MO0978                          STATION DESCRIPTION
 MO0978
 MO0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0978'22.4 KM (13.9 MI) NW FROM LARAMIE.
 MO0978'22.4 KM (13.9 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0978'THE STATION IN LARAMIE, 0.3 KM (0.2 MI) NORTHWEST OF RAILROAD MILEPOST
 MO0978'580, 32.3 METERS (106.0 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 MO0978'HIGHWAYS 30 AND 287, 22.9 METERS (75.1 FT) NORTHEAST OF THE NEAR RAIL,
 MO0978'AND 19.7 METERS (64.6 FT) NORTHEAST OF SIGNAL NUMBER 508-2.
 MO0978'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MO0978'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MO0978'THE MARK IS 1.3 M BELOW THE TRACKS.
 MO0978
 MO0978                          STATION RECOVERY (1999)
 MO0978
 MO0978'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0978'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0978'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0957 ***********************************************************************
 MO0957  DESIGNATION -  P 344
 MO0957  PID         -  MO0957
 MO0957  STATE/COUNTY-  WY/ALBANY
 MO0957  USGS QUAD   -  DALE CREEK (1987)
 MO0957
 MO0957                         *CURRENT SURVEY CONTROL
 MO0957  ___________________________________________________________________
 MO0957* NAD 83(1986)-  41 05 00.     (N)    105 27 17.     (W)     SCALED    
 MO0957* NAVD 88     -      2433.282  (meters)    7983.19   (feet)  ADJUSTED  
 MO0957  ___________________________________________________________________
 MO0957  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 MO0957  DYNAMIC HT  -        2431.044 (meters)    7975.85  (feet)  COMP
 MO0957  MODELED GRAV-     979,615.1   (mgal)                       NAVD 88
 MO0957
 MO0957  VERT ORDER  -  FIRST     CLASS II
 MO0957
 MO0957.The horizontal coordinates were scaled from a topographic map and have
 MO0957.an estimated accuracy of +/- 6 seconds.
 MO0957
 MO0957.The orthometric height was determined by differential leveling
 MO0957.and adjusted by the National Geodetic Survey in June 1991..
 MO0957
 MO0957.The geoid height was determined by GEOID03.
 MO0957
 MO0957.The dynamic height is computed by dividing the NAVD 88
 MO0957.geopotential number by the normal gravity value computed on the
 MO0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0957.degrees latitude (g = 980.6199 gals.).
 MO0957
 MO0957.The modeled gravity was interpolated from observed gravity values.
 MO0957
 MO0957;                    North         East    Units  Estimated Accuracy
 MO0957;SPC WY E     -    64,820.      175,800.      MT  (+/- 180 meters Scaled)
 MO0957
 MO0957                          SUPERSEDED SURVEY CONTROL
 MO0957
 MO0957  NGVD 29 (06/08/92) 2432.174  (m)         7979.56   (f) ADJUSTED    1 2
 MO0957
 MO0957.Superseded values are not recommended for survey control.
 MO0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0957.See file dsdata.txt to determine how the superseded data were derived.
 MO0957
 MO0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF618481(NAD 83)
 MO0957_MARKER: DB = BENCH MARK DISK
 MO0957_SETTING: 66 = SET IN ROCK OUTCROP
 MO0957_SP_SET: ROCK OUTCROP
 MO0957_STAMPING: P 344 1983
 MO0957_MARK LOGO: NGS   
 MO0957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0957+STABILITY: POSITION/ELEVATION WELL
 MO0957
 MO0957  HISTORY     - Date     Condition        Report By
 MO0957  HISTORY     - 1983     MONUMENTED       NGS
 MO0957  HISTORY     - 19920831 GOOD             USPSQD
 MO0957
 MO0957                          STATION DESCRIPTION
 MO0957
 MO0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0957'32.3 KM (20.05 MI) SE FROM LARAMIE.
 MO0957'32.3 KM (20.05 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0957'THE STATION IN LARAMIE, 0.3 KM (0.2 MI) WEST OF MILEPOST 546, NEAR THE
 MO0957'CENTER OF THE SOUTH EDGE OF A 45- BY 90-FT EXPOSED AREA OF OUTCROPPING
 MO0957'BEDROCK, 0.5 KM (0.3 MI) EAST OF THE EAST END OF A RAILROAD TUNNEL,
 MO0957'200.0 METERS (656.2 FT) NORTH OF THE NEAR RAIL, AND 30.5 METERS
 MO0957'(100.1 FT) NORTH OF THE CENTER OF A TRACK ROAD.
 MO0957'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MO0957'THE MARK IS 4.0 M ABOVE THE TRACK ROAD.
 MO0957
 MO0957                          STATION RECOVERY (1992)
 MO0957
 MO0957'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0422 ***********************************************************************
 MQ0422  DESIGNATION -  P 345
 MQ0422  PID         -  MQ0422
 MQ0422  STATE/COUNTY-  WY/SWEETWATER
 MQ0422  USGS QUAD   -  HAYSTACK BUTTES NORTH (1996)
 MQ0422
 MQ0422                         *CURRENT SURVEY CONTROL
 MQ0422  ___________________________________________________________________
 MQ0422* NAD 83(1986)-  41 10 24.     (N)    109 36 43.     (W)     SCALED    
 MQ0422* NAVD 88     -      1896.933  (meters)    6223.52   (feet)  ADJUSTED  
 MQ0422  ___________________________________________________________________
 MQ0422  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 MQ0422  DYNAMIC HT  -        1895.241 (meters)    6217.97  (feet)  COMP
 MQ0422  MODELED GRAV-     979,664.7   (mgal)                       NAVD 88
 MQ0422
 MQ0422  VERT ORDER  -  FIRST     CLASS II
 MQ0422
 MQ0422.The horizontal coordinates were scaled from a topographic map and have
 MQ0422.an estimated accuracy of +/- 6 seconds.
 MQ0422
 MQ0422.The orthometric height was determined by differential leveling
 MQ0422.and adjusted by the National Geodetic Survey in June 1991..
 MQ0422
 MQ0422.The geoid height was determined by GEOID03.
 MQ0422
 MQ0422.The dynamic height is computed by dividing the NAVD 88
 MQ0422.geopotential number by the normal gravity value computed on the
 MQ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0422.degrees latitude (g = 980.6199 gals.).
 MQ0422
 MQ0422.The modeled gravity was interpolated from observed gravity values.
 MQ0422
 MQ0422;                    North         East    Units  Estimated Accuracy
 MQ0422;SPC WYWC     -    75,130.      527,680.      MT  (+/- 180 meters Scaled)
 MQ0422
 MQ0422                          SUPERSEDED SURVEY CONTROL
 MQ0422
 MQ0422.No superseded survey control is available for this station.
 MQ0422
 MQ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL164589(NAD 83)
 MQ0422_MARKER: I = METAL ROD
 MQ0422_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0422+WITH SETTING: INFORMATION.
 MQ0422_SP_SET: SHALLOW-SET METAL ROD
 MQ0422_STAMPING: P 345 1984
 MQ0422_MARK LOGO: NGS   
 MQ0422_PROJECTION: FLUSH
 MQ0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0422_ROD/PIPE-DEPTH: 1.9  meters
 MQ0422
 MQ0422  HISTORY     - Date     Condition        Report By
 MQ0422  HISTORY     - 1984     MONUMENTED       NGS
 MQ0422
 MQ0422                          STATION DESCRIPTION
 MQ0422
 MQ0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0422'26.3 KM (16.35 MI) NE FROM MANILA UT.
 MQ0422'26.3 KM (16.35 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0422'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 1.2 KM (0.75 MI) NORTH
 MQ0422'OF A GRAVELED ROAD LEADING TO SQUAW HOLLOW, 73.5 M (241.1 FT)
 MQ0422'NORTHEAST OF MILEPOST 31, 63.7 M (209.0 FT) EAST OF THE CENTERLINE OF
 MQ0422'THE HIGHWAY, AND 10.5 M (34.4 FT) SOUTHWEST OF THE CENTER OF A DRY
 MQ0422'WASH.  NOTE REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT
 MQ0422'IS THROUGH A 5-INCH LOGO CAP.
 MQ0422'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0422'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9039 ***********************************************************************
 AD9039  DESIGNATION -  P 346
 AD9039  PID         -  AD9039
 AD9039  STATE/COUNTY-  WY/CROOK
 AD9039  USGS QUAD   -  DEVILS RUN (1984)
 AD9039
 AD9039                         *CURRENT SURVEY CONTROL
 AD9039  ___________________________________________________________________
 AD9039* NAD 83(1986)-  44 57 08.     (N)    104 18 20.     (W)     SCALED    
 AD9039* NAVD 88     -      1070.532  (meters)    3512.24   (feet)  ADJUSTED  
 AD9039  ___________________________________________________________________
 AD9039  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 AD9039  DYNAMIC HT  -        1070.244 (meters)    3511.29  (feet)  COMP
 AD9039  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 AD9039
 AD9039  VERT ORDER  -  FIRST     CLASS II
 AD9039
 AD9039.The horizontal coordinates were scaled from a topographic map and have
 AD9039.an estimated accuracy of +/- 6 seconds.
 AD9039
 AD9039.The orthometric height was determined by differential leveling
 AD9039.and adjusted by the National Geodetic Survey in July 1998..
 AD9039
 AD9039.The geoid height was determined by GEOID03.
 AD9039
 AD9039.The dynamic height is computed by dividing the NAVD 88
 AD9039.geopotential number by the normal gravity value computed on the
 AD9039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9039.degrees latitude (g = 980.6199 gals.).
 AD9039
 AD9039.The modeled gravity was interpolated from observed gravity values.
 AD9039
 AD9039;                    North         East    Units  Estimated Accuracy
 AD9039;SPC WY E     -   494,920.      267,950.      MT  (+/- 180 meters Scaled)
 AD9039
 AD9039                          SUPERSEDED SURVEY CONTROL
 AD9039
 AD9039.No superseded survey control is available for this station.
 AD9039
 AD9039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK547778(NAD 83)
 AD9039_MARKER: I = METAL ROD
 AD9039_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9039_STAMPING: P 346 1995
 AD9039_MARK LOGO: NGS   
 AD9039_PROJECTION: FLUSH
 AD9039_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9039+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9039_ROD/PIPE-DEPTH: 3.1  meters
 AD9039_SLEEVE-DEPTH  : 0.9 meters
 AD9039
 AD9039  HISTORY     - Date     Condition        Report By
 AD9039  HISTORY     - 1995     MONUMENTED       NGS
 AD9039
 AD9039                          STATION DESCRIPTION
 AD9039
 AD9039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9039'11.9 KM (7.40 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9039'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 22.1 M (72.5 FT)
 AD9039'NORTHEAST OF THE HIGHWAY CENTERLINE, 7.1 M (23.3 FT) NORTHWEST OF THE
 AD9039'CENTER OF A FIELD ENTRANCE AND GATE, 0.5 M (1.6 FT) SOUTHWEST OF A
 AD9039'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AD9039'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AD9039'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AD9039'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0206 ***********************************************************************
 PV0206  DESIGNATION -  P 35
 PV0206  PID         -  PV0206
 PV0206  STATE/COUNTY-  WY/CAMPBELL
 PV0206  USGS QUAD   -  MOYER SPRINGS (1971)
 PV0206
 PV0206                         *CURRENT SURVEY CONTROL
 PV0206  ___________________________________________________________________
 PV0206* NAD 83(1986)-  44 29 12.     (N)    105 28 10.     (W)     SCALED    
 PV0206* NAVD 88     -      1225.811  (meters)    4021.68   (feet)  ADJUSTED  
 PV0206  ___________________________________________________________________
 PV0206  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0206  DYNAMIC HT  -        1225.373 (meters)    4020.24  (feet)  COMP
 PV0206  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 PV0206  OBS GRAVITY -     980,218.0   (mgal)                       GRAV_OBS
 PV0206
 PV0206  VERT ORDER  -  FIRST     CLASS II
 PV0206
 PV0206.The horizontal coordinates were scaled from a topographic map and have
 PV0206.an estimated accuracy of +/- 6 seconds.
 PV0206
 PV0206.The orthometric height was determined by differential leveling
 PV0206.and adjusted by the National Geodetic Survey in June 1991..
 PV0206
 PV0206.The geoid height was determined by GEOID03.
 PV0206
 PV0206.The dynamic height is computed by dividing the NAVD 88
 PV0206.geopotential number by the normal gravity value computed on the
 PV0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0206.degrees latitude (g = 980.6199 gals.).
 PV0206
 PV0206.The modeled gravity was interpolated from observed gravity values.
 PV0206.The observed gravity was obtained from relative gravimeter ties
 PV0206.to the IGSN71 gravity network.
 PV0206
 PV0206;                    North         East    Units  Estimated Accuracy
 PV0206;SPC WY E     -   442,870.      175,920.      MT  (+/- 180 meters Scaled)
 PV0206
 PV0206                          SUPERSEDED SURVEY CONTROL
 PV0206
 PV0206  NGVD 29 (??/??/92) 1225.172  (m)         4019.59   (f) ADJ UNCH    1 2
 PV0206
 PV0206.Superseded values are not recommended for survey control.
 PV0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0206.See file dsdata.txt to determine how the superseded data were derived.
 PV0206
 PV0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK626260(NAD 83)
 PV0206_MARKER: DB = BENCH MARK DISK
 PV0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0206_SP_SET: CONCRETE POST
 PV0206_STAMPING: P 35 1933
 PV0206_MARK LOGO: CGS   
 PV0206_PROJECTION: PROJECTING 12 CENTIMETERS
 PV0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0206+STABILITY: SURFACE MOTION
 PV0206
 PV0206  HISTORY     - Date     Condition        Report By
 PV0206  HISTORY     - 1933     MONUMENTED       CGS
 PV0206  HISTORY     - 1985     GOOD             NGS
 PV0206
 PV0206                          STATION DESCRIPTION
 PV0206
 PV0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PV0206'14.1 MI N FROM GILLETTE.
 PV0206'14.1 MILES NORTH ALONG THE GILLETTE-BROADUS ROAD FROM THE CHICAGO,
 PV0206'BURLINGTON AND QUINCY RAILROAD STATION AT GILLETTE, CAMPBELL
 PV0206'COUNTY, 124 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN
 PV0206'BRIDGE OVER A DRY CREEK BED, 89 FEET WEST OF THE CENTER LINE OF
 PV0206'THE ROAD, 56 FEET EAST OF A NORTH-AND-SOUTH WIRE FENCE, AND 30
 PV0206'FEET SOUTH OF THE CORNER OF THE WIRE FENCE.  A STANDARD DISK,
 PV0206'STAMPED P 35 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PV0206'6 INCHES ABOVE GROUND.
 PV0206
 PV0206                          STATION RECOVERY (1985)
 PV0206
 PV0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0206'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  28.03 KM
 PV0206'(17.42 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF GILLETTE
 PV0206'AVENUE AT GILLETTE, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A DIRT
 PV0206'ROAD LEADING SOUTHEAST ALONG CORRAL CREEK, 0.20 KM (0.12 MI) SOUTHEAST
 PV0206'OF A GROUP OF OIL STORAGE TANKS, 0.40 KM (0.25 MI) NORTH OF MILEPOST
 PV0206'130, 60.2 METERS (197.5 FT) EAST OF THE HIGHWAY CENTERLINE,
 PV0206'80.2 METERS (263 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE
 PV0206'OVER CORRAL CREEK, 30.0 METERS (98.5 FT) EAST OF THE RIGHT OF WAY
 PV0206'FENCE, 7.2 METERS (23.5 FT) SOUTH OF THE CENTER OF THE ROAD AND 2.7
 PV0206'METERS (9 FT) SOUTHWEST OF A POWER POLE.
 PV0206'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PV0206'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0428 ***********************************************************************
 PV0428  DESIGNATION -  P 353
 PV0428  PID         -  PV0428
 PV0428  STATE/COUNTY-  WY/CROOK
 PV0428  USGS QUAD   -  FREDA CREEK (1982)
 PV0428
 PV0428                         *CURRENT SURVEY CONTROL
 PV0428  ___________________________________________________________________
 PV0428* NAD 83(1986)-  44 11 00.     (N)    104 47 20.     (W)     SCALED    
 PV0428* NAVD 88     -      1312.822  (meters)    4307.15   (feet)  ADJUSTED  
 PV0428  ___________________________________________________________________
 PV0428  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 PV0428  DYNAMIC HT  -        1312.293 (meters)    4305.41  (feet)  COMP
 PV0428  MODELED GRAV-     980,169.0   (mgal)                       NAVD 88
 PV0428
 PV0428  VERT ORDER  -  FIRST     CLASS II
 PV0428
 PV0428.The horizontal coordinates were scaled from a topographic map and have
 PV0428.an estimated accuracy of +/- 6 seconds.
 PV0428
 PV0428.The orthometric height was determined by differential leveling
 PV0428.and adjusted by the National Geodetic Survey in June 1991..
 PV0428
 PV0428.The geoid height was determined by GEOID03.
 PV0428
 PV0428.The dynamic height is computed by dividing the NAVD 88
 PV0428.geopotential number by the normal gravity value computed on the
 PV0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0428.degrees latitude (g = 980.6199 gals.).
 PV0428
 PV0428.The modeled gravity was interpolated from observed gravity values.
 PV0428
 PV0428;                    North         East    Units  Estimated Accuracy
 PV0428;SPC WY E     -   409,190.      230,210.      MT  (+/- 180 meters Scaled)
 PV0428
 PV0428                          SUPERSEDED SURVEY CONTROL
 PV0428
 PV0428.No superseded survey control is available for this station.
 PV0428
 PV0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ168922(NAD 83)
 PV0428_MARKER: I = METAL ROD
 PV0428_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0428_SP_SET: STAINLESS STEEL ROD
 PV0428_STAMPING: P 353 1985
 PV0428_MARK LOGO: NGS   
 PV0428_PROJECTION: FLUSH
 PV0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0428_ROD/PIPE-DEPTH: 4.2  meters
 PV0428
 PV0428  HISTORY     - Date     Condition        Report By
 PV0428  HISTORY     - 1985     MONUMENTED       NGS
 PV0428
 PV0428                          STATION DESCRIPTION
 PV0428
 PV0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0428'16.3 KM (10.1 MI) SE FROM MOORCROFT.
 PV0428'16.35 KM (10.2 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE JUNCTION OF
 PV0428'US HIGHWAY 14 AT MOORCROFT, 0.7 KM (0.4 MI) NORTHWEST OF MILEPOST 10,
 PV0428'0.7 KM (0.4 MI) NORTHWEST OF THE CROOK-WESTON COUNTY LINE, 29.7 METERS
 PV0428'(97.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 5.8 METERS (19 FT)
 PV0428'SOUTHEAST OF THE SOUTHEAST END OF A WIRE GATE AND 0.5 METER (1.5 FT)
 PV0428'SOUTHWEST OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PV0428'THROUGH A 5-INCH LOGO CAP.
 PV0428'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 PV0428'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0358 ***********************************************************************
 PV0358  DESIGNATION -  P 354
 PV0358  PID         -  PV0358
 PV0358  STATE/COUNTY-  WY/CAMPBELL
 PV0358  USGS QUAD   -  FOUR BAR J RANCH (1971)
 PV0358
 PV0358                         *CURRENT SURVEY CONTROL
 PV0358  ___________________________________________________________________
 PV0358* NAD 83(1986)-  44 08 04.     (N)    105 42 02.     (W)     SCALED    
 PV0358* NAVD 88     -      1529.906  (meters)    5019.37   (feet)  ADJUSTED  
 PV0358  ___________________________________________________________________
 PV0358  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 PV0358  DYNAMIC HT  -        1529.184 (meters)    5017.00  (feet)  COMP
 PV0358  MODELED GRAV-     980,092.5   (mgal)                       NAVD 88
 PV0358
 PV0358  VERT ORDER  -  FIRST     CLASS II
 PV0358
 PV0358.The horizontal coordinates were scaled from a topographic map and have
 PV0358.an estimated accuracy of +/- 6 seconds.
 PV0358
 PV0358.The orthometric height was determined by differential leveling
 PV0358.and adjusted by the National Geodetic Survey in June 1991..
 PV0358
 PV0358.The geoid height was determined by GEOID03.
 PV0358
 PV0358.The dynamic height is computed by dividing the NAVD 88
 PV0358.geopotential number by the normal gravity value computed on the
 PV0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0358.degrees latitude (g = 980.6199 gals.).
 PV0358
 PV0358.The modeled gravity was interpolated from observed gravity values.
 PV0358
 PV0358;                    North         East    Units  Estimated Accuracy
 PV0358;SPC WY E     -   403,830.      157,280.      MT  (+/- 180 meters Scaled)
 PV0358
 PV0358                          SUPERSEDED SURVEY CONTROL
 PV0358
 PV0358  NGVD 29 (06/08/92) 1529.147  (m)         5016.88   (f) ADJUSTED    1 2
 PV0358
 PV0358.Superseded values are not recommended for survey control.
 PV0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0358.See file dsdata.txt to determine how the superseded data were derived.
 PV0358
 PV0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ439870(NAD 83)
 PV0358_MARKER: I = METAL ROD
 PV0358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0358_SP_SET: STAINLESS STEEL ROD
 PV0358_STAMPING: P 354 1985
 PV0358_MARK LOGO: NGS   
 PV0358_PROJECTION: FLUSH
 PV0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0358_ROD/PIPE-DEPTH: 6.1  meters
 PV0358
 PV0358  HISTORY     - Date     Condition        Report By
 PV0358  HISTORY     - 1985     MONUMENTED       NGS
 PV0358
 PV0358                          STATION DESCRIPTION
 PV0358
 PV0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0358'23.4 KM (14.55 MI) SW FROM GILLETTE.
 PV0358'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0358'IN GILLETTE, THENCE 18.04 KM (11.21 MI) SOUTHWEST ALONG STATE HIGHWAY
 PV0358'50, IN THE CENTER OF A DOUBLE WOODEN POST BRACE IN THE RIGHT OF WAY
 PV0358'FENCE, ON THE SOUTHWEST SLOPE OF A LOW SUMMIT, 0.33 KM (0.21 MI)
 PV0358'NORTHEAST OF MILEPOST 16, 29.9 METERS (98 FT) SOUTHEAST OF THE HIGHWAY
 PV0358'CENTERLINE, 0.9 METER (3 FT) SOUTHWEST OF A LONE WOODEN POST AND 0.5
 PV0358'METER (1.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 PV0358'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0358'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0358'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0312 ***********************************************************************
 OU0312  DESIGNATION -  P 355
 OU0312  PID         -  OU0312
 OU0312  STATE/COUNTY-  WY/CAMPBELL
 OU0312  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0312
 OU0312                         *CURRENT SURVEY CONTROL
 OU0312  ___________________________________________________________________
 OU0312* NAD 83(1986)-  43 41 30.     (N)    105 47 07.     (W)     SCALED    
 OU0312* NAVD 88     -      1600.064  (meters)    5249.54   (feet)  ADJUSTED  
 OU0312  ___________________________________________________________________
 OU0312  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 OU0312  DYNAMIC HT  -        1599.181 (meters)    5246.65  (feet)  COMP
 OU0312  MODELED GRAV-     980,010.8   (mgal)                       NAVD 88
 OU0312
 OU0312  VERT ORDER  -  FIRST     CLASS II
 OU0312
 OU0312.The horizontal coordinates were scaled from a topographic map and have
 OU0312.an estimated accuracy of +/- 6 seconds.
 OU0312
 OU0312.The orthometric height was determined by differential leveling
 OU0312.and adjusted by the National Geodetic Survey in June 1991..
 OU0312
 OU0312.The geoid height was determined by GEOID03.
 OU0312
 OU0312.The dynamic height is computed by dividing the NAVD 88
 OU0312.geopotential number by the normal gravity value computed on the
 OU0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0312.degrees latitude (g = 980.6199 gals.).
 OU0312
 OU0312.The modeled gravity was interpolated from observed gravity values.
 OU0312
 OU0312;                    North         East    Units  Estimated Accuracy
 OU0312;SPC WY E     -   354,680.      150,130.      MT  (+/- 180 meters Scaled)
 OU0312
 OU0312                          SUPERSEDED SURVEY CONTROL
 OU0312
 OU0312  NGVD 29 (06/08/92) 1599.240  (m)         5246.84   (f) ADJUSTED    1 2
 OU0312
 OU0312.Superseded values are not recommended for survey control.
 OU0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0312.See file dsdata.txt to determine how the superseded data were derived.
 OU0312
 OU0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ367379(NAD 83)
 OU0312_MARKER: I = METAL ROD
 OU0312_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0312_SP_SET: STAINLESS STEEL ROD
 OU0312_STAMPING: P 355 1985
 OU0312_MARK LOGO: NGS   
 OU0312_PROJECTION: FLUSH
 OU0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0312_ROD/PIPE-DEPTH: 4.6  meters
 OU0312
 OU0312  HISTORY     - Date     Condition        Report By
 OU0312  HISTORY     - 1985     MONUMENTED       NGS
 OU0312
 OU0312                          STATION DESCRIPTION
 OU0312
 OU0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0312'8.4 KM (5.2 MI) NORTH FROM PINE TREE JUNCTION.
 OU0312'8.35 KM (5.19 MI) NORTH ALONG STATE HIGHWAY 50 FROM PINE TREE
 OU0312'JUNCTION, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A TRACK ROAD
 OU0312'LEADING SOUTHWEST, ON THE SOUTH SIDE OF ALL NIGHT CREEK, 30.2 METERS
 OU0312'(99 FT) WEST OF THE HIGHWAY CENTERLINE, 61.0 METERS (200 FT)
 OU0312'SOUTH-SOUTHWEST OF THE WEST END OF A 60-INCH PIPE CULVERT, 3.7 METERS
 OU0312'(12 FT) SOUTH OF THE CENTER OF THE ROAD, 0.6 METER (2 FT) SOUTH OF THE
 OU0312'SOUTH END OF A WIRE GATE IN THE RIGHT OF WAY FENCE AND 0.3 METER (1
 OU0312'FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OU0312'HAD THROUGH A 5-INCH LOGO CAP.
 OU0312'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 OU0312'THE MARK IS 3.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0274 ***********************************************************************
 OV0274  DESIGNATION -  P 356
 OV0274  PID         -  OV0274
 OV0274  STATE/COUNTY-  WY/JOHNSON
 OV0274  USGS QUAD   -  TAYLOR RANCH (1973)
 OV0274
 OV0274                         *CURRENT SURVEY CONTROL
 OV0274  ___________________________________________________________________
 OV0274* NAD 83(1986)-  43 33 01.     (N)    106 06 49.     (W)     SCALED    
 OV0274* NAVD 88     -      1620.375  (meters)    5316.18   (feet)  ADJUSTED  
 OV0274  ___________________________________________________________________
 OV0274  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 OV0274  DYNAMIC HT  -        1619.449 (meters)    5313.14  (feet)  COMP
 OV0274  MODELED GRAV-     979,990.5   (mgal)                       NAVD 88
 OV0274
 OV0274  VERT ORDER  -  FIRST     CLASS II
 OV0274
 OV0274.The horizontal coordinates were scaled from a topographic map and have
 OV0274.an estimated accuracy of +/- 6 seconds.
 OV0274
 OV0274.The orthometric height was determined by differential leveling
 OV0274.and adjusted by the National Geodetic Survey in June 1991..
 OV0274
 OV0274.The geoid height was determined by GEOID03.
 OV0274
 OV0274.The dynamic height is computed by dividing the NAVD 88
 OV0274.geopotential number by the normal gravity value computed on the
 OV0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0274.degrees latitude (g = 980.6199 gals.).
 OV0274
 OV0274.The modeled gravity was interpolated from observed gravity values.
 OV0274
 OV0274;                    North         East    Units  Estimated Accuracy
 OV0274;SPC WYEC     -   439,510.      498,560.      MT  (+/- 180 meters Scaled)
 OV0274
 OV0274                          SUPERSEDED SURVEY CONTROL
 OV0274
 OV0274  NGVD 29 (06/08/92) 1619.536  (m)         5313.43   (f) ADJUSTED    1 2
 OV0274
 OV0274.Superseded values are not recommended for survey control.
 OV0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0274.See file dsdata.txt to determine how the superseded data were derived.
 OV0274
 OV0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ100225(NAD 83)
 OV0274_MARKER: I = METAL ROD
 OV0274_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0274+WITH SETTING: INFORMATION.
 OV0274_SP_SET: SHALLOW-SET METAL ROD
 OV0274_STAMPING: P 356 1985
 OV0274_MARK LOGO: NGS   
 OV0274_PROJECTION: FLUSH
 OV0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0274_ROD/PIPE-DEPTH: 1.2  meters
 OV0274
 OV0274  HISTORY     - Date     Condition        Report By
 OV0274  HISTORY     - 1985     MONUMENTED       NGS
 OV0274
 OV0274                          STATION DESCRIPTION
 OV0274
 OV0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0274'21.9 KM (13.6 MI) NE FROM MIDWEST.
 OV0274'21.92 KM (14.62 MI) NORTHEAST ALONG STATE HIGHWAY 397 FROM THE
 OV0274'JUNCTION OF STATE HIGHWAY 259 AT MIDWEST, IN THE SOUTHEAST CORNER OF
 OV0274'THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO THE TOM B CARR SCOUT
 OV0274'CAMP, AT THE WEST END OF A LONG CURVE, 0.67 KM (0.42 MI) EAST OF THE
 OV0274'SUMMIT OF THE PINE RIDGE MOUNTAINS, 0.59 KM (0.37 MI) WEST OF MILEPOST
 OV0274'114, 36.6 METERS (120 FT) SOUTH OF THE HIGHWAY CENTERLINE, 16.2 METERS
 OV0274'(53 FT) EAST OF THE CENTER OF THE ROAD, 14.0 METERS (46 FT) EAST OF
 OV0274'THE EAST IRON PIPE GATE POST FOR THE SIGN TOM B CARR SCOUT CAMP AND
 OV0274'0.3 METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.  ROD SET TO 4 FOOT
 OV0274'ANCHORED REFUSAL.
 OV0274'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 OV0274'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0388 ***********************************************************************
 PV0388  DESIGNATION -  P 357
 PV0388  PID         -  PV0388
 PV0388  STATE/COUNTY-  WY/CAMPBELL
 PV0388  USGS QUAD   -  WESTON SW (1972)
 PV0388
 PV0388                         *CURRENT SURVEY CONTROL
 PV0388  ___________________________________________________________________
 PV0388* NAD 83(1986)-  44 33 01.     (N)    105 23 47.     (W)     SCALED    
 PV0388* NAVD 88     -      1183.647  (meters)    3883.35   (feet)  ADJUSTED  
 PV0388  ___________________________________________________________________
 PV0388  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 PV0388  DYNAMIC HT  -        1183.244 (meters)    3882.03  (feet)  COMP
 PV0388  MODELED GRAV-     980,235.7   (mgal)                       NAVD 88
 PV0388
 PV0388  VERT ORDER  -  FIRST     CLASS II
 PV0388
 PV0388.The horizontal coordinates were scaled from a topographic map and have
 PV0388.an estimated accuracy of +/- 6 seconds.
 PV0388
 PV0388.The orthometric height was determined by differential leveling
 PV0388.and adjusted by the National Geodetic Survey in June 1991..
 PV0388
 PV0388.The geoid height was determined by GEOID03.
 PV0388
 PV0388.The dynamic height is computed by dividing the NAVD 88
 PV0388.geopotential number by the normal gravity value computed on the
 PV0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0388.degrees latitude (g = 980.6199 gals.).
 PV0388
 PV0388.The modeled gravity was interpolated from observed gravity values.
 PV0388
 PV0388;                    North         East    Units  Estimated Accuracy
 PV0388;SPC WY E     -   449,920.      181,750.      MT  (+/- 180 meters Scaled)
 PV0388
 PV0388                          SUPERSEDED SURVEY CONTROL
 PV0388
 PV0388.No superseded survey control is available for this station.
 PV0388
 PV0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK685330(NAD 83)
 PV0388_MARKER: I = METAL ROD
 PV0388_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PV0388_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PV0388_STAMPING: P 357 1985
 PV0388_MARK LOGO: NGS   
 PV0388_PROJECTION: FLUSH
 PV0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0388+STABILITY: POSITION/ELEVATION WELL
 PV0388_ROD/PIPE-DEPTH: 14.6 meters
 PV0388_SLEEVE-DEPTH  : 7.9 meters
 PV0388
 PV0388  HISTORY     - Date     Condition        Report By
 PV0388  HISTORY     - 1985     MONUMENTED       NGS
 PV0388
 PV0388                          STATION DESCRIPTION
 PV0388
 PV0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0388'37.5 KM (23.3 MI) NORTH FROM GILLETTE.
 PV0388'37.52 KM (23.32 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0388'GILLETTE AVENUE AT GILLETTE, IN THE NORTH CORNER OF THE T JUNCTION OF
 PV0388'A FIELD ACCESS ROAD LEADING NORTHWEST TO A WOODEN BARN, 0.49 KM (0.30
 PV0388'MI) NORTHEAST OF THE Y JUNCTION OF COW CREEK ROAD LEADING NORTHEAST,
 PV0388'0.21 KM (0.13 MI) NORTHEAST OF MILEPOST 136, 29.0 METERS (95 FT)
 PV0388'NORTHWEST OF THE HIGHWAY CENTERLINE, 22.9 METERS (75 FT) NORTHEAST OF
 PV0388'THE CENTER OF THE ROAD AND 0.8 METER (2.5 FT) SOUTHEAST OF THE RIGHT
 PV0388'OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PV0388'LOGO CAP.
 PV0388'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PV0388'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0414 ***********************************************************************
 PV0414  DESIGNATION -  P 358
 PV0414  PID         -  PV0414
 PV0414  STATE/COUNTY-  WY/CAMPBELL
 PV0414  USGS QUAD   -  ROZET (1971)
 PV0414
 PV0414                         *CURRENT SURVEY CONTROL
 PV0414  ___________________________________________________________________
 PV0414* NAD 83(1986)-  44 16 47.     (N)    105 09 42.     (W)     SCALED    
 PV0414* NAVD 88     -      1296.201  (meters)    4252.62   (feet)  ADJUSTED  
 PV0414  ___________________________________________________________________
 PV0414  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0414  DYNAMIC HT  -        1295.672 (meters)    4250.88  (feet)  COMP
 PV0414  MODELED GRAV-     980,164.9   (mgal)                       NAVD 88
 PV0414
 PV0414  VERT ORDER  -  FIRST     CLASS II
 PV0414
 PV0414.The horizontal coordinates were scaled from a topographic map and have
 PV0414.an estimated accuracy of +/- 6 seconds.
 PV0414
 PV0414.The orthometric height was determined by differential leveling
 PV0414.and adjusted by the National Geodetic Survey in June 1991..
 PV0414
 PV0414.The geoid height was determined by GEOID03.
 PV0414
 PV0414.The dynamic height is computed by dividing the NAVD 88
 PV0414.geopotential number by the normal gravity value computed on the
 PV0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0414.degrees latitude (g = 980.6199 gals.).
 PV0414
 PV0414.The modeled gravity was interpolated from observed gravity values.
 PV0414
 PV0414;                    North         East    Units  Estimated Accuracy
 PV0414;SPC WY E     -   419,830.      200,400.      MT  (+/- 180 meters Scaled)
 PV0414
 PV0414                          SUPERSEDED SURVEY CONTROL
 PV0414
 PV0414.No superseded survey control is available for this station.
 PV0414
 PV0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK871029(NAD 83)
 PV0414_MARKER: I = METAL ROD
 PV0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0414_SP_SET: STAINLESS STEEL ROD
 PV0414_STAMPING: P 358 1985
 PV0414_MARK LOGO: NGS   
 PV0414_PROJECTION: FLUSH
 PV0414_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0414_ROD/PIPE-DEPTH: 9.8  meters
 PV0414
 PV0414  HISTORY     - Date     Condition        Report By
 PV0414  HISTORY     - 1985     MONUMENTED       NGS
 PV0414  HISTORY     - 20000609 GOOD             USGS
 PV0414
 PV0414                          STATION DESCRIPTION
 PV0414
 PV0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0414'17.9 KM (11.1 MI) WEST FROM MOORCROFT.
 PV0414'17.86 KM (11.10 MI) WEST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0414'FROM THE JUNCTION OF US HIGHWAY 14 AT MOORCROFT, IN THE SOUTHEAST
 PV0414'CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING SOUTH, 29.4 METERS
 PV0414'(96.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 32.6 METERS (107 FT) EAST
 PV0414'OF THE CENTER OF THE ROAD, 111.3 METERS (365 FT) SOUTHWEST OF MILEPOST
 PV0414'143, 0.6 METER (2 FT) WEST OF A 5-FOOT HIGH GILLETTE WATER DEPARTMENT
 PV0414'PIPE REFERENCE MARK 1043+97 AND 0.6 METER (2 FT) NORTH OF THE RIGHT OF
 PV0414'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PV0414'CAP.
 PV0414'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PV0414'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PV0414
 PV0414                          STATION RECOVERY (2000)
 PV0414
 PV0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0414'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0316 ***********************************************************************
 PW0316  DESIGNATION -  P 36
 PW0316  PID         -  PW0316
 PW0316  STATE/COUNTY-  WY/WASHAKIE
 PW0316  USGS QUAD   -  WORLAND SE (1978)
 PW0316
 PW0316                         *CURRENT SURVEY CONTROL
 PW0316  ___________________________________________________________________
 PW0316* NAD 83(1986)-  44 01 14.     (N)    107 46 30.     (W)     SCALED    
 PW0316* NAVD 88     -      1345.858  (meters)    4415.54   (feet)  ADJUSTED  
 PW0316  ___________________________________________________________________
 PW0316  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 PW0316  DYNAMIC HT  -        1345.216 (meters)    4413.43  (feet)  COMP
 PW0316  MODELED GRAV-     980,095.1   (mgal)                       NAVD 88
 PW0316
 PW0316  VERT ORDER  -  FIRST     CLASS II
 PW0316
 PW0316.The horizontal coordinates were scaled from a topographic map and have
 PW0316.an estimated accuracy of +/- 6 seconds.
 PW0316
 PW0316.The orthometric height was determined by differential leveling
 PW0316.and adjusted by the National Geodetic Survey in June 1991..
 PW0316
 PW0316.The geoid height was determined by GEOID03.
 PW0316
 PW0316.The dynamic height is computed by dividing the NAVD 88
 PW0316.geopotential number by the normal gravity value computed on the
 PW0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0316.degrees latitude (g = 980.6199 gals.).
 PW0316
 PW0316.The modeled gravity was interpolated from observed gravity values.
 PW0316
 PW0316;                    North         East    Units  Estimated Accuracy
 PW0316;SPC WYEC     -   491,130.      364,590.      MT  (+/- 180 meters Scaled)
 PW0316
 PW0316                          SUPERSEDED SURVEY CONTROL
 PW0316
 PW0316  NGVD 29 (??/??/92) 1345.063  (m)         4412.93   (f) ADJ UNCH    1 2
 PW0316
 PW0316.Superseded values are not recommended for survey control.
 PW0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0316.See file dsdata.txt to determine how the superseded data were derived.
 PW0316
 PW0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ775779(NAD 83)
 PW0316_MARKER: DB = BENCH MARK DISK
 PW0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0316_SP_SET: CULVERT
 PW0316_STAMPING: P 36 1934
 PW0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0316
 PW0316  HISTORY     - Date     Condition        Report By
 PW0316  HISTORY     - 1934     MONUMENTED       CGS
 PW0316  HISTORY     - 1944     GOOD             NGS
 PW0316  HISTORY     - 1966     GOOD             USGS
 PW0316
 PW0316                          STATION DESCRIPTION
 PW0316
 PW0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PW0316'9.6 MI E FROM WORLAND.
 PW0316'9.6 MILES EAST ALONG U.S. HIGHWAY 16 FROM WORLAND, WASHAKIE COUNTY,
 PW0316'0.3 MILE EAST OF THE WEST CROSSING OVER SAND DRAW CREEK, AT A
 PW0316'CONCRETE, CULVERT, IN THE TOP OF THE NORTH HEADWALL, AND 15.4 FEET
 PW0316'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 36
 PW0316'1934.
 PW0316
 PW0316                          STATION RECOVERY (1966)
 PW0316
 PW0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0308 ***********************************************************************
 OV0308  DESIGNATION -  P 360
 OV0308  PID         -  OV0308
 OV0308  STATE/COUNTY-  WY/NATRONA
 OV0308  USGS QUAD   -  TEAPOT ROCK (1978)
 OV0308
 OV0308                         *CURRENT SURVEY CONTROL
 OV0308  ___________________________________________________________________
 OV0308* NAD 83(1986)-  43 11 47.     (N)    106 19 25.     (W)     SCALED    
 OV0308* NAVD 88     -      1630.457  (meters)    5349.26   (feet)  ADJUSTED  
 OV0308  ___________________________________________________________________
 OV0308  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 OV0308  DYNAMIC HT  -        1629.480 (meters)    5346.05  (feet)  COMP
 OV0308  MODELED GRAV-     979,962.8   (mgal)                       NAVD 88
 OV0308
 OV0308  VERT ORDER  -  FIRST     CLASS II
 OV0308
 OV0308.The horizontal coordinates were scaled from a topographic map and have
 OV0308.an estimated accuracy of +/- 6 seconds.
 OV0308
 OV0308.The orthometric height was determined by differential leveling
 OV0308.and adjusted by the National Geodetic Survey in June 1991..
 OV0308
 OV0308.The geoid height was determined by GEOID03.
 OV0308
 OV0308.The dynamic height is computed by dividing the NAVD 88
 OV0308.geopotential number by the normal gravity value computed on the
 OV0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0308.degrees latitude (g = 980.6199 gals.).
 OV0308
 OV0308.The modeled gravity was interpolated from observed gravity values.
 OV0308
 OV0308;                    North         East    Units  Estimated Accuracy
 OV0308;SPC WYEC     -   399,970.      482,070.      MT  (+/- 180 meters Scaled)
 OV0308
 OV0308                          SUPERSEDED SURVEY CONTROL
 OV0308
 OV0308  NGVD 29 (06/08/92) 1629.586  (m)         5346.40   (f) ADJUSTED    1 2
 OV0308
 OV0308.Superseded values are not recommended for survey control.
 OV0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0308.See file dsdata.txt to determine how the superseded data were derived.
 OV0308
 OV0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH924834(NAD 83)
 OV0308_MARKER: I = METAL ROD
 OV0308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0308_SP_SET: STAINLESS STEEL ROD
 OV0308_STAMPING: P 360 1985
 OV0308_MARK LOGO: NGS   
 OV0308_PROJECTION: FLUSH
 OV0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0308_ROD/PIPE-DEPTH: 7.2  meters
 OV0308
 OV0308  HISTORY     - Date     Condition        Report By
 OV0308  HISTORY     - 1985     MONUMENTED       NGS
 OV0308
 OV0308                          STATION DESCRIPTION
 OV0308
 OV0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0308'25.5 KM (15.85 MI) SOUTH FROM MIDWEST.
 OV0308'25.45 KM (15.82 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0308'STATE HIGHWAY 387 AT MIDWEST, IN THE SOUTHWEST CORNER OF THE T
 OV0308'JUNCTION OF A TRACK ROAD LEADING WEST, 1.06 KM (0.66 MI) SOUTH OF THE
 OV0308'Y JUNCTION OF THE SHAMROCK RANCH ROAD, 0.60 KM (0.37 MI) NORTH OF
 OV0308'MILEPOST 12, 44.5 METERS (146 FT) WEST OF THE HIGHWAY CENTERLINE, 32.3
 OV0308'METERS (106 FT) SOUTH OF THE CENTER OF THE ROAD, 30.9 METERS (100 FT)
 OV0308'SOUTH OF THE SOUTH END OF A METAL GATE IN THE RIGHT OF WAY FENCE AND
 OV0308'0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 OV0308'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OV0308'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OV0308'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0328 ***********************************************************************
 OU0328  DESIGNATION -  P 361
 OU0328  PID         -  OU0328
 OU0328  STATE/COUNTY-  WY/WESTON
 OU0328  USGS QUAD   -  OSAGE (1972)
 OU0328
 OU0328                         *CURRENT SURVEY CONTROL
 OU0328  ___________________________________________________________________
 OU0328* NAD 83(1986)-  43 59 33.     (N)    104 28 09.     (W)     SCALED    
 OU0328* NAVD 88     -      1316.405  (meters)    4318.91   (feet)  ADJUSTED  
 OU0328  ___________________________________________________________________
 OU0328  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 OU0328  DYNAMIC HT  -        1315.854 (meters)    4317.10  (feet)  COMP
 OU0328  MODELED GRAV-     980,153.9   (mgal)                       NAVD 88
 OU0328
 OU0328  VERT ORDER  -  FIRST     CLASS II
 OU0328
 OU0328.The horizontal coordinates were scaled from a topographic map and have
 OU0328.an estimated accuracy of +/- 6 seconds.
 OU0328
 OU0328.The orthometric height was determined by differential leveling
 OU0328.and adjusted by the National Geodetic Survey in June 1991..
 OU0328
 OU0328.The geoid height was determined by GEOID03.
 OU0328
 OU0328.The dynamic height is computed by dividing the NAVD 88
 OU0328.geopotential number by the normal gravity value computed on the
 OU0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0328.degrees latitude (g = 980.6199 gals.).
 OU0328
 OU0328.The modeled gravity was interpolated from observed gravity values.
 OU0328
 OU0328;                    North         East    Units  Estimated Accuracy
 OU0328;SPC WY E     -   388,150.      255,950.      MT  (+/- 180 meters Scaled)
 OU0328
 OU0328                          SUPERSEDED SURVEY CONTROL
 OU0328
 OU0328.No superseded survey control is available for this station.
 OU0328
 OU0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ425711(NAD 83)
 OU0328_MARKER: I = METAL ROD
 OU0328_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0328+WITH SETTING: INFORMATION.
 OU0328_SP_SET: SHALLOW-SET METAL ROD
 OU0328_STAMPING: P 361 1985
 OU0328_MARK LOGO: NGS   
 OU0328_PROJECTION: FLUSH
 OU0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0328_ROD/PIPE-DEPTH: 1.2  meters
 OU0328
 OU0328  HISTORY     - Date     Condition        Report By
 OU0328  HISTORY     - 1985     MONUMENTED       NGS
 OU0328
 OU0328                          STATION DESCRIPTION
 OU0328
 OU0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0328'17.8 KM (11.05 MI) SE FROM UPTON.
 OU0328'17.8 KM (11.1 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 OU0328'UPTON, 0.2 KM (0.12 MI) SOUTHEAST OF THE T JUNCTION OF A DIRT ROAD
 OU0328'LEADING NORTHEAST, 0.12 KM (0.08 MI) NORTHWEST OF MILEPOST 231, 45.9
 OU0328'METERS (150.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 4.3 METERS (14
 OU0328'FT) NORTHWEST OF THE NORTHWEST END OF A WIRE GATE AND 0.3 METER (1 FT)
 OU0328'NORTHEAST OF A RIGHT-OF-WAY FENCE.  ROD SET TO 4-FOOT ANCHORED
 OU0328'REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OU0328'CAP.
 OU0328'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 OU0328'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0355 ***********************************************************************
 OU0355  DESIGNATION -  P 362
 OU0355  PID         -  OU0355
 OU0355  STATE/COUNTY-  WY/WESTON
 OU0355  USGS QUAD   -  CLIFTON (1951)
 OU0355
 OU0355                         *CURRENT SURVEY CONTROL
 OU0355  ___________________________________________________________________
 OU0355* NAD 83(1986)-  43 38 28.     (N)    104 07 12.     (W)     SCALED    
 OU0355* NAVD 88     -      1194.159  (meters)    3917.84   (feet)  ADJUSTED  
 OU0355  ___________________________________________________________________
 OU0355  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 OU0355  DYNAMIC HT  -        1193.656 (meters)    3916.19  (feet)  COMP
 OU0355  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 OU0355
 OU0355  VERT ORDER  -  FIRST     CLASS II
 OU0355
 OU0355.The horizontal coordinates were scaled from a topographic map and have
 OU0355.an estimated accuracy of +/- 6 seconds.
 OU0355
 OU0355.The orthometric height was determined by differential leveling
 OU0355.and adjusted by the National Geodetic Survey in June 1991..
 OU0355
 OU0355.The geoid height was determined by GEOID03.
 OU0355
 OU0355.The dynamic height is computed by dividing the NAVD 88
 OU0355.geopotential number by the normal gravity value computed on the
 OU0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0355.degrees latitude (g = 980.6199 gals.).
 OU0355
 OU0355.The modeled gravity was interpolated from observed gravity values.
 OU0355
 OU0355;                    North         East    Units  Estimated Accuracy
 OU0355;SPC WY E     -   349,410.      284,450.      MT  (+/- 180 meters Scaled)
 OU0355
 OU0355                          SUPERSEDED SURVEY CONTROL
 OU0355
 OU0355.No superseded survey control is available for this station.
 OU0355
 OU0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ709323(NAD 83)
 OU0355_MARKER: I = METAL ROD
 OU0355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0355_SP_SET: STAINLESS STEEL ROD
 OU0355_STAMPING: P 362 1985
 OU0355_MARK LOGO: NGS   
 OU0355_PROJECTION: FLUSH
 OU0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0355_ROD/PIPE-DEPTH: 4.9  meters
 OU0355
 OU0355  HISTORY     - Date     Condition        Report By
 OU0355  HISTORY     - 1985     MONUMENTED       NGS
 OU0355
 OU0355                          STATION DESCRIPTION
 OU0355
 OU0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0355'24.9 KM (15.5 MI) SOUTH FROM NEWCASTLE.
 OU0355'24.95 KM (15.5 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0355'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0355'NEWCASTLE, 1.15 KM (0.7 MI) SOUTH OF THE ABANDON CLIFFTON SCHOOL
 OU0355'HOUSE, AT THE NORTH END OF A LONG S CURVE, 17.1 METERS (56 FT) WEST OF
 OU0355'THE HIGHWAY CENTERLINE, 6.1 METERS (20 FT) NORTH OF THE NORTH END OF A
 OU0355'WIRE GATE AND 0.3 METER (1 FT) EAST OF A RIGHT-OF-WAY FENCE.
 OU0355'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0355'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 OU0355'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0329 ***********************************************************************
 NR0329  DESIGNATION -  P 364
 NR0329  PID         -  NR0329
 NR0329  STATE/COUNTY-  WY/NATRONA
 NR0329  USGS QUAD   -  CASPER (1984)
 NR0329
 NR0329                         *CURRENT SURVEY CONTROL
 NR0329  ___________________________________________________________________
 NR0329* NAD 83(1986)-  42 52 29.     (N)    106 20 37.     (W)     SCALED    
 NR0329* NAVD 88     -      1629.336  (meters)    5345.58   (feet)  ADJUSTED  
 NR0329  ___________________________________________________________________
 NR0329  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 NR0329  DYNAMIC HT  -        1628.325 (meters)    5342.26  (feet)  COMP
 NR0329  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 NR0329
 NR0329  VERT ORDER  -  FIRST     CLASS II
 NR0329
 NR0329.The horizontal coordinates were scaled from a topographic map and have
 NR0329.an estimated accuracy of +/- 6 seconds.
 NR0329
 NR0329.The orthometric height was determined by differential leveling
 NR0329.and adjusted by the National Geodetic Survey in June 1991..
 NR0329
 NR0329.The geoid height was determined by GEOID03.
 NR0329
 NR0329.The dynamic height is computed by dividing the NAVD 88
 NR0329.geopotential number by the normal gravity value computed on the
 NR0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0329.degrees latitude (g = 980.6199 gals.).
 NR0329
 NR0329.The modeled gravity was interpolated from observed gravity values.
 NR0329
 NR0329;                    North         East    Units  Estimated Accuracy
 NR0329;SPC WYEC     -   364,210.      480,860.      MT  (+/- 180 meters Scaled)
 NR0329
 NR0329                          SUPERSEDED SURVEY CONTROL
 NR0329
 NR0329  NGVD 29 (06/08/92) 1628.469  (m)         5342.74   (f) ADJUSTED    1 2
 NR0329
 NR0329.Superseded values are not recommended for survey control.
 NR0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0329.See file dsdata.txt to determine how the superseded data were derived.
 NR0329
 NR0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH902477(NAD 83)
 NR0329_MARKER: I = METAL ROD
 NR0329_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0329_SP_SET: STAINLESS STEEL ROD
 NR0329_STAMPING: P 364 1985
 NR0329_MARK LOGO: NGS   
 NR0329_PROJECTION: FLUSH
 NR0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0329_ROD/PIPE-DEPTH: 3.7  meters
 NR0329
 NR0329  HISTORY     - Date     Condition        Report By
 NR0329  HISTORY     - 1985     MONUMENTED       NGS
 NR0329  HISTORY     - 19920825 GOOD             USPSQD
 NR0329
 NR0329                          STATION DESCRIPTION
 NR0329
 NR0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NR0329'3.0 KM (1.85 MI) NORTH FROM CASPER.
 NR0329'2.98 KM (1.85 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 NR0329'IN CASPER, IN THE CENTER OF A DOUBLE WOODEN POST BRACE IN THE RIGHT OF
 NR0329'WAY FENCE, 0.78 KM (0.48 MI) NORTH OF THE NORTH END OF THE BRIDGE OVER
 NR0329'THE ROAD LEADING EAST TO THE EVENTS CENTER, 29.0 METERS (95 FT) EAST
 NR0329'OF THE NORTH BOUND LANES, 13.1 METERS (43 FT) WEST OF THE CENTER OF
 NR0329'RANCHO ROAD, 61.0 METERS (200 FT) NORTHEAST OF MILEPOST 190, 17.1
 NR0329'METERS (56 FT) NORTH OF THE EXTENDED CENTER OF JCS WAY AND 0.3 METER
 NR0329'(1 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 NR0329'HAD THROUGH A 5-INCH LOGO CAP.
 NR0329'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NR0329'THE MARK IS ABOVE LEVEL WITH THE NORTH BOUND LANES.
 NR0329
 NR0329                          STATION RECOVERY (1992)
 NR0329
 NR0329'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 NR0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1021 ***********************************************************************
 PY1021  DESIGNATION -  P 365
 PY1021  PID         -  PY1021
 PY1021  STATE/COUNTY-  WY/PARK
 PY1021  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY1021
 PY1021                         *CURRENT SURVEY CONTROL
 PY1021  ___________________________________________________________________
 PY1021* NAD 83(1986)-  44 57 33.     (N)    110 32 51.     (W)     SCALED    
 PY1021* NAVD 88     -      2091.952  (meters)    6863.35   (feet)  ADJUSTED  
 PY1021  ___________________________________________________________________
 PY1021  GEOID HEIGHT-          -8.51  (meters)                     GEOID03
 PY1021  DYNAMIC HT  -        2090.782 (meters)    6859.51  (feet)  COMP
 PY1021  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 PY1021
 PY1021  VERT ORDER  -  FIRST     CLASS II
 PY1021
 PY1021.The horizontal coordinates were scaled from a topographic map and have
 PY1021.an estimated accuracy of +/- 6 seconds.
 PY1021
 PY1021.The orthometric height was determined by differential leveling
 PY1021.and adjusted by the National Geodetic Survey in June 1991..
 PY1021
 PY1021.The geoid height was determined by GEOID03.
 PY1021
 PY1021.The dynamic height is computed by dividing the NAVD 88
 PY1021.geopotential number by the normal gravity value computed on the
 PY1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1021.degrees latitude (g = 980.6199 gals.).
 PY1021
 PY1021.The modeled gravity was interpolated from observed gravity values.
 PY1021
 PY1021;                    North         East    Units  Estimated Accuracy
 PY1021;SPC WYWC     -   496,900.      458,180.      MT  (+/- 180 meters Scaled)
 PY1021
 PY1021                          SUPERSEDED SURVEY CONTROL
 PY1021
 PY1021  NGVD 29 (08/20/92) 2090.673  (m)         6859.15   (f) ADJUSTED    1 2
 PY1021
 PY1021.Superseded values are not recommended for survey control.
 PY1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1021.See file dsdata.txt to determine how the superseded data were derived.
 PY1021
 PY1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ356785(NAD 83)
 PY1021_MARKER: DB = BENCH MARK DISK
 PY1021_SETTING: 66 = SET IN ROCK OUTCROP
 PY1021_SP_SET: BEDROCK
 PY1021_STAMPING: P 365 1987
 PY1021_MARK LOGO: NGS   
 PY1021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1021+STABILITY: POSITION/ELEVATION WELL
 PY1021
 PY1021  HISTORY     - Date     Condition        Report By
 PY1021  HISTORY     - 1987     MONUMENTED       NGS
 PY1021
 PY1021                          STATION DESCRIPTION
 PY1021
 PY1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1021'14.8 KM (9.20 MI) EAST FROM TOWER JUNCTION.
 PY1021'14.8 KM (9.20 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1021'HIGHWAY FROM THE PARK HEADQUATERS IN MAMMOTH HOT SPRINGS, IN THE WEST
 PY1021'END OF A LAVA OUTCROP IN A HIGHWAY CUT, THIS IS THE FIRST LAVA
 PY1021'OUTCROP GOING UP HILL FROM THE WEST, AND 5.9 M (19.4 FT) NORTH OF THE
 PY1021'CENTERLINE OF THE HIGHWAY.
 PY1021'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0998 ***********************************************************************
 PY0998  DESIGNATION -  P 366
 PY0998  PID         -  PY0998
 PY0998  STATE/COUNTY-  WY/PARK
 PY0998  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0998
 PY0998                         *CURRENT SURVEY CONTROL
 PY0998  ___________________________________________________________________
 PY0998* NAD 83(1986)-  44 48 22.     (N)    110 26 41.     (W)     SCALED    
 PY0998* NAVD 88     -      2701.686  (meters)    8863.78   (feet)  ADJUSTED  
 PY0998  ___________________________________________________________________
 PY0998  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0998  DYNAMIC HT  -        2699.810 (meters)    8857.63  (feet)  COMP
 PY0998  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 PY0998
 PY0998  VERT ORDER  -  FIRST     CLASS II
 PY0998
 PY0998.The horizontal coordinates were scaled from a topographic map and have
 PY0998.an estimated accuracy of +/- 6 seconds.
 PY0998
 PY0998.The orthometric height was determined by differential leveling
 PY0998.and adjusted by the National Geodetic Survey in June 1991..
 PY0998
 PY0998.The geoid height was determined by GEOID03.
 PY0998
 PY0998.The dynamic height is computed by dividing the NAVD 88
 PY0998.geopotential number by the normal gravity value computed on the
 PY0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0998.degrees latitude (g = 980.6199 gals.).
 PY0998
 PY0998.The modeled gravity was interpolated from observed gravity values.
 PY0998
 PY0998;                    North         East    Units  Estimated Accuracy
 PY0998;SPC WYWC     -   479,720.      465,940.      MT  (+/- 180 meters Scaled)
 PY0998
 PY0998                          SUPERSEDED SURVEY CONTROL
 PY0998
 PY0998  NGVD 29 (08/20/92) 2700.187  (m)         8858.86   (f) ADJUSTED    1 2
 PY0998
 PY0998.Superseded values are not recommended for survey control.
 PY0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0998.See file dsdata.txt to determine how the superseded data were derived.
 PY0998
 PY0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ439615(NAD 83)
 PY0998_MARKER: DB = BENCH MARK DISK
 PY0998_SETTING: 66 = SET IN ROCK OUTCROP
 PY0998_SP_SET: BEDROCK
 PY0998_STAMPING: P 366 1987
 PY0998_MARK LOGO: NGS   
 PY0998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0998+STABILITY: POSITION/ELEVATION WELL
 PY0998
 PY0998  HISTORY     - Date     Condition        Report By
 PY0998  HISTORY     - 1987     MONUMENTED       NGS
 PY0998
 PY0998                          STATION DESCRIPTION
 PY0998
 PY0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0998'11.1 KM (6.90 MI) NORTH FROM CANYON VILLAGE.
 PY0998'11.1 KM (6.90 MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0998'HIGHWAY FROM THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR
 PY0998'THE CENTER OF THE MOST SOUTHERN 1/2 OF A 5 BY 7 FOOT EXPOSED AREA OF
 PY0998'BEDROCK IN A HIGHWAY CUT, 53.1 M (174.2 FT) EAST OF THE NORTH END OF
 PY0998'A PULLOUT, 38.4 M (126.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 PY0998'CUT, 7.2 M (23.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 PY0998'0.5 M (1.6 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 PY0998'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0925 ***********************************************************************
 PY0925  DESIGNATION -  P 368
 PY0925  PID         -  PY0925
 PY0925  STATE/COUNTY-  WY/TETON
 PY0925  USGS QUAD   -  MARY LAKE (1986)
 PY0925
 PY0925                         *CURRENT SURVEY CONTROL
 PY0925  ___________________________________________________________________
 PY0925* NAD 83(1986)-  44 35 51.     (N)    110 42 12.     (W)     SCALED    
 PY0925* NAVD 88     -      2240.123  (meters)    7349.47   (feet)  ADJUSTED  
 PY0925  ___________________________________________________________________
 PY0925  GEOID HEIGHT-          -8.78  (meters)                     GEOID03
 PY0925  DYNAMIC HT  -        2238.721 (meters)    7344.87  (feet)  COMP
 PY0925  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 PY0925
 PY0925  VERT ORDER  -  FIRST     CLASS II
 PY0925
 PY0925.The horizontal coordinates were scaled from a topographic map and have
 PY0925.an estimated accuracy of +/- 6 seconds.
 PY0925
 PY0925.The orthometric height was determined by differential leveling
 PY0925.and adjusted by the National Geodetic Survey in June 1991..
 PY0925
 PY0925.The geoid height was determined by GEOID03.
 PY0925
 PY0925.The dynamic height is computed by dividing the NAVD 88
 PY0925.geopotential number by the normal gravity value computed on the
 PY0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0925.degrees latitude (g = 980.6199 gals.).
 PY0925
 PY0925.The modeled gravity was interpolated from observed gravity values.
 PY0925
 PY0925;                    North         East    Units  Estimated Accuracy
 PY0925;SPC WY W     -   555,330.      750,780.      MT  (+/- 180 meters Scaled)
 PY0925
 PY0925                          SUPERSEDED SURVEY CONTROL
 PY0925
 PY0925  NGVD 29 (08/20/92) 2238.792  (m)         7345.10   (f) ADJUSTED    1 2
 PY0925
 PY0925.Superseded values are not recommended for survey control.
 PY0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0925.See file dsdata.txt to determine how the superseded data were derived.
 PY0925
 PY0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ235382(NAD 83)
 PY0925_MARKER: DB = BENCH MARK DISK
 PY0925_SETTING: 66 = SET IN ROCK OUTCROP
 PY0925_SP_SET: BEDROCK
 PY0925_STAMPING: P 368 1987
 PY0925_MARK LOGO: NGS   
 PY0925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0925+STABILITY: POSITION/ELEVATION WELL
 PY0925
 PY0925  HISTORY     - Date     Condition        Report By
 PY0925  HISTORY     - 1987     MONUMENTED       NGS
 PY0925
 PY0925                          STATION DESCRIPTION
 PY0925
 PY0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0925'20.9 KM (13.00 MI) SE FROM MADISON JUNCTION.
 PY0925'10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD FROM MADISON
 PY0925'JUNCTION,THENCE 3.5 KM (2.15 MI) EASTERLY ALONG A SERVICE AND MARY
 PY0925'MOUNTAIN TRAIL TO A FOOT BRIDGE ACROSS NEZ PERRCE CREEK, THENCE 7.4
 PY0925'KM (4.60 MI) EASTERLY ALONG MARY MOUNTAIN TRAIL, CEMENTED IN A DRILL
 PY0925'HOLE IN TOP OF A 1 X 2 FOOT EXPOSED AREA OF A ROCK OUTCROP WHICH
 PY0925'PROJECTS 1 FOOT ALONG ITS SOUTH EDGE, 0.8 KM (0.50 MI) WEST OF COWAN
 PY0925'CREEK, 65.0 M (213.3 FT) NORTH-NORTHWEST OF THE TRAIL AT THE SOUTH
 PY0925'EDGE OF THE TIMBER, AND 10.0 M (32.8 FT) HIGHER THAN THE TRAIL IN A
 PY0925'HEAVILY WOODED AREA AT THE WESTERN EDGE OF A MARSHY OPEN PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0826 ***********************************************************************
 PY0826  DESIGNATION -  P 369
 PY0826  PID         -  PY0826
 PY0826  STATE/COUNTY-  WY/TETON
 PY0826  USGS QUAD   -  LEWIS CANYON (1996)
 PY0826
 PY0826                         *CURRENT SURVEY CONTROL
 PY0826  ___________________________________________________________________
 PY0826* NAD 83(1986)-  44 09 30.     (N)    110 40 17.     (W)     SCALED    
 PY0826* NAVD 88     -      2171.679  (meters)    7124.92   (feet)  ADJUSTED  
 PY0826  ___________________________________________________________________
 PY0826  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0826  DYNAMIC HT  -        2170.294 (meters)    7120.37  (feet)  COMP
 PY0826  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 PY0826
 PY0826  VERT ORDER  -  FIRST     CLASS II
 PY0826
 PY0826.The horizontal coordinates were scaled from a topographic map and have
 PY0826.an estimated accuracy of +/- 6 seconds.
 PY0826
 PY0826.The orthometric height was determined by differential leveling
 PY0826.and adjusted by the National Geodetic Survey in June 1991..
 PY0826
 PY0826.The geoid height was determined by GEOID03.
 PY0826
 PY0826.The dynamic height is computed by dividing the NAVD 88
 PY0826.geopotential number by the normal gravity value computed on the
 PY0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0826.degrees latitude (g = 980.6199 gals.).
 PY0826
 PY0826.The modeled gravity was interpolated from observed gravity values.
 PY0826
 PY0826;                    North         East    Units  Estimated Accuracy
 PY0826;SPC WY W     -   506,510.      752,960.      MT  (+/- 180 meters Scaled)
 PY0826
 PY0826                          SUPERSEDED SURVEY CONTROL
 PY0826
 PY0826  NGVD 29 (08/20/92) 2170.397  (m)         7120.71   (f) ADJUSTED    1 2
 PY0826
 PY0826.Superseded values are not recommended for survey control.
 PY0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0826.See file dsdata.txt to determine how the superseded data were derived.
 PY0826
 PY0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP262895(NAD 83)
 PY0826_MARKER: I = METAL ROD
 PY0826_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY0826+WITH SETTING: INFORMATION.
 PY0826_SP_SET: SHALLOW-SET METAL ROD
 PY0826_STAMPING: P 369 1987
 PY0826_MARK LOGO: NGS   
 PY0826_PROJECTION: FLUSH
 PY0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0826_ROD/PIPE-DEPTH: 2.4  meters
 PY0826
 PY0826  HISTORY     - Date     Condition        Report By
 PY0826  HISTORY     - 1987     MONUMENTED       NGS
 PY0826
 PY0826                          STATION DESCRIPTION
 PY0826
 PY0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0826'7.9 KM (4.90 MI) NORTH FROM FLAGG RANCH.
 PY0826'7.9 KM (4.90 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0826'FLAGG RANCH HEADQUARTERS IN FLAGG RANCH, AT THE SOUTH END OF A SMALL
 PY0826'HIGHWAY PULLOUT, 13.1 M (43.0 FT) EAST PF THE CENTERLINE OF THE
 PY0826'HIGHWAY, 4.7 M (15.4 FT) EAST-NORTHEAST OF THE CENTER OF AN ABANDONED
 PY0826'ROAD BED.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 PY0826'CAP.
 PY0826'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0298 ***********************************************************************
 PW0298  DESIGNATION -  P 37
 PW0298  PID         -  PW0298
 PW0298  STATE/COUNTY-  WY/WASHAKIE
 PW0298  USGS QUAD   -  MEADOWLARK LAKE (1993)
 PW0298
 PW0298                         *CURRENT SURVEY CONTROL
 PW0298  ___________________________________________________________________
 PW0298* NAD 83(1986)-  44 09 52.     (N)    107 08 14.     (W)     SCALED    
 PW0298* NAVD 88     -      2850.182  (meters)    9350.97   (feet)  ADJUSTED  
 PW0298  ___________________________________________________________________
 PW0298  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 PW0298  DYNAMIC HT  -        2848.392 (meters)    9345.10  (feet)  COMP
 PW0298  MODELED GRAV-     979,883.2   (mgal)                       NAVD 88
 PW0298
 PW0298  VERT ORDER  -  FIRST     CLASS II
 PW0298
 PW0298.The horizontal coordinates were scaled from a topographic map and have
 PW0298.an estimated accuracy of +/- 6 seconds.
 PW0298
 PW0298.The orthometric height was determined by differential leveling
 PW0298.and adjusted by the National Geodetic Survey in June 1991..
 PW0298
 PW0298.The geoid height was determined by GEOID03.
 PW0298
 PW0298.The dynamic height is computed by dividing the NAVD 88
 PW0298.geopotential number by the normal gravity value computed on the
 PW0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0298.degrees latitude (g = 980.6199 gals.).
 PW0298
 PW0298.The modeled gravity was interpolated from observed gravity values.
 PW0298
 PW0298;                    North         East    Units  Estimated Accuracy
 PW0298;SPC WYEC     -   507,040.      415,690.      MT  (+/- 180 meters Scaled)
 PW0298
 PW0298                          SUPERSEDED SURVEY CONTROL
 PW0298
 PW0298  NGVD 29 (??/??/92) 2849.189  (m)         9347.71   (f) ADJ UNCH    1 2
 PW0298
 PW0298.Superseded values are not recommended for survey control.
 PW0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0298.See file dsdata.txt to determine how the superseded data were derived.
 PW0298
 PW0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ291923(NAD 83)
 PW0298_MARKER: DB = BENCH MARK DISK
 PW0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0298_STAMPING: P 37 1934
 PW0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0298+STABILITY: SURFACE MOTION
 PW0298
 PW0298  HISTORY     - Date     Condition        Report By
 PW0298  HISTORY     - 1934     MONUMENTED       CGS
 PW0298  HISTORY     - 1967     MARK NOT FOUND   USGS
 PW0298
 PW0298                          STATION DESCRIPTION
 PW0298
 PW0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0298'25.2 MI NE FROM TEN SLEEP.
 PW0298'25.2 MILES NORTHEAST ALONG U.S. HIGHWAY FROM TEN SLEEP, WASHAKIE
 PW0298'COUNTY, 1.2 MILES WEST OF THE WASHAKIE-JOHNSON COUNTY LINE, AT A CURVE
 PW0298'FROM WEST TO SOUTHWEST, AT AN ASCENDING GRADE, 220.3 FEET NORTH OF A
 PW0298'30-INCH SPRUCE TREE SOUTH OF THE HIGHWAY, 50.8 FEET NORTH OF THE
 PW0298'CENTERLINE OF THE HIGHWAY, 30.9 FEET NORTH OF THE POINT OF TANGENT OF
 PW0298'THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 PW0298'DISK, STAMPED P 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0298
 PW0298                          STATION RECOVERY (1967)
 PW0298
 PW0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0634 ***********************************************************************
 PV0634  DESIGNATION -  P 370
 PV0634  PID         -  PV0634
 PV0634  STATE/COUNTY-  WY/CROOK
 PV0634  USGS QUAD   -  SUNDANCE EAST (1984)
 PV0634
 PV0634                         *CURRENT SURVEY CONTROL
 PV0634  ___________________________________________________________________
 PV0634* NAD 83(1986)-  44 24 06.     (N)    104 22 00.     (W)     SCALED    
 PV0634* NAVD 88     -      1449.263  (meters)    4754.79   (feet)  ADJUSTED  
 PV0634  ___________________________________________________________________
 PV0634  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 PV0634  DYNAMIC HT  -        1448.683 (meters)    4752.89  (feet)  COMP
 PV0634  MODELED GRAV-     980,165.7   (mgal)                       NAVD 88
 PV0634
 PV0634  VERT ORDER  -  FIRST     CLASS II
 PV0634
 PV0634.The horizontal coordinates were scaled from a topographic map and have
 PV0634.an estimated accuracy of +/- 6 seconds.
 PV0634
 PV0634.The orthometric height was determined by differential leveling
 PV0634.and adjusted by the National Geodetic Survey in September 1993..
 PV0634
 PV0634.The geoid height was determined by GEOID03.
 PV0634
 PV0634.The dynamic height is computed by dividing the NAVD 88
 PV0634.geopotential number by the normal gravity value computed on the
 PV0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0634.degrees latitude (g = 980.6199 gals.).
 PV0634
 PV0634.The modeled gravity was interpolated from observed gravity values.
 PV0634
 PV0634;                    North         East    Units  Estimated Accuracy
 PV0634;SPC WY E     -   433,690.      263,730.      MT  (+/- 180 meters Scaled)
 PV0634
 PV0634                          SUPERSEDED SURVEY CONTROL
 PV0634
 PV0634.No superseded survey control is available for this station.
 PV0634
 PV0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK504166(NAD 83)
 PV0634_MARKER: DV = VERTICAL CONTROL DISK
 PV0634_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0634_SP_SET: PIER
 PV0634_STAMPING: P 370 1991
 PV0634_MARK LOGO: NGS   
 PV0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0634+STABILITY: POSITION/ELEVATION WELL
 PV0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0634+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0634
 PV0634  HISTORY     - Date     Condition        Report By
 PV0634  HISTORY     - 1991     MONUMENTED       NGS
 PV0634
 PV0634                          STATION DESCRIPTION
 PV0634
 PV0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0634'IN SUNDANCE, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE
 PV0634'HIGHWAY 585 (EXIT 187), SET VERTICALLY IN THE NORTHEAST FACE OF THE
 PV0634'CENTER 1 OF 3 CONCRETE COLUMNS OF THE MOST SOUTHWESTERLY PIER OF THE
 PV0634'WESTBOUND INTERSTATE HIGHWAY OVERPASS OF THE STATE HIGHWAY, 10.0 M
 PV0634'(32.8 FT) SOUTHWEST OF THE CENTERLINE OF THE STATE HIGHWAY, AND 0.3 M
 PV0634'(1.0 FT) ABOVE THE LEVEL OF THE STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0086 ***********************************************************************
 PW0086  DESIGNATION -  P 38
 PW0086  PID         -  PW0086
 PW0086  STATE/COUNTY-  WY/JOHNSON
 PW0086  USGS QUAD   -  BUFFALO (1970)
 PW0086
 PW0086                         *CURRENT SURVEY CONTROL
 PW0086  ___________________________________________________________________
 PW0086* NAD 83(1986)-  44 21 38.     (N)    106 39 14.     (W)     SCALED    
 PW0086* NAVD 88     -      1371.738  (meters)    4500.44   (feet)  ADJUSTED  
 PW0086  ___________________________________________________________________
 PW0086  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 PW0086  DYNAMIC HT  -        1371.121 (meters)    4498.42  (feet)  COMP
 PW0086  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 PW0086
 PW0086  VERT ORDER  -  FIRST     CLASS II
 PW0086
 PW0086.The horizontal coordinates were scaled from a topographic map and have
 PW0086.an estimated accuracy of +/- 6 seconds.
 PW0086
 PW0086.The orthometric height was determined by differential leveling
 PW0086.and adjusted by the National Geodetic Survey in June 1991..
 PW0086
 PW0086.The geoid height was determined by GEOID03.
 PW0086
 PW0086.The dynamic height is computed by dividing the NAVD 88
 PW0086.geopotential number by the normal gravity value computed on the
 PW0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0086.degrees latitude (g = 980.6199 gals.).
 PW0086
 PW0086.The modeled gravity was interpolated from observed gravity values.
 PW0086
 PW0086;                    North         East    Units  Estimated Accuracy
 PW0086;SPC WYEC     -   529,040.      454,160.      MT  (+/- 180 meters Scaled)
 PW0086
 PW0086                          SUPERSEDED SURVEY CONTROL
 PW0086
 PW0086  NGVD 29 (??/??/92) 1370.956  (m)         4497.88   (f) ADJ UNCH    1 2
 PW0086
 PW0086.Superseded values are not recommended for survey control.
 PW0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0086.See file dsdata.txt to determine how the superseded data were derived.
 PW0086
 PW0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK682132(NAD 83)
 PW0086_MARKER: DB = BENCH MARK DISK
 PW0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0086_STAMPING: P 38 1934
 PW0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0086+STABILITY: SURFACE MOTION
 PW0086
 PW0086  HISTORY     - Date     Condition        Report By
 PW0086  HISTORY     - 1934     MONUMENTED       CGS
 PW0086
 PW0086                          STATION DESCRIPTION
 PW0086
 PW0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0086'2.6 MI NE FROM BUFFALO.
 PW0086'2.6 MILES NORTHEAST ALONG THE WYOMING RAILWAY FROM BUFFALO, JOHNSON
 PW0086'COUNTY, 12 FEET NORTHEAST OF MILEPOST 26, 99.3 FEET NORTHEAST OF THE
 PW0086'CENTER OF THE CROSSING OF A ROAD LEADING NORTH, 46 FEET EAST OF THE
 PW0086'CENTERLINE OF THE ROAD, 41 FEET NORTHWEST OF THE NORTHWEST RAIL, 11
 PW0086'FEET EAST OF A FENCE CORNER, AND 5.5 FEET NORTHWEST OF A ROW OF POLES.
 PW0086'A STANDARD DISK, STAMPED P 38 1934 AND SET IN THE TOP OF A CONCRETE
 PW0086'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0107 ***********************************************************************
 PW0107  DESIGNATION -  P 39
 PW0107  PID         -  PW0107
 PW0107  STATE/COUNTY-  WY/JOHNSON
 PW0107  USGS QUAD   -  PURDY RESERVOIR (1970)
 PW0107
 PW0107                         *CURRENT SURVEY CONTROL
 PW0107  ___________________________________________________________________
 PW0107* NAD 83(1986)-  44 03 56.     (N)    106 42 14.     (W)     SCALED    
 PW0107* NAVD 88     -      1486.037  (meters)    4875.44   (feet)  ADJUSTED  
 PW0107  ___________________________________________________________________
 PW0107  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 PW0107  DYNAMIC HT  -        1485.304 (meters)    4873.03  (feet)  COMP
 PW0107  MODELED GRAV-     980,072.7   (mgal)                       NAVD 88
 PW0107
 PW0107  VERT ORDER  -  SECOND    CLASS 0
 PW0107
 PW0107.The horizontal coordinates were scaled from a topographic map and have
 PW0107.an estimated accuracy of +/- 6 seconds.
 PW0107
 PW0107.The orthometric height was determined by differential leveling
 PW0107.and adjusted by the National Geodetic Survey in June 1991..
 PW0107
 PW0107.The geoid height was determined by GEOID03.
 PW0107
 PW0107.The dynamic height is computed by dividing the NAVD 88
 PW0107.geopotential number by the normal gravity value computed on the
 PW0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0107.degrees latitude (g = 980.6199 gals.).
 PW0107
 PW0107.The modeled gravity was interpolated from observed gravity values.
 PW0107
 PW0107;                    North         East    Units  Estimated Accuracy
 PW0107;SPC WYEC     -   496,230.      450,430.      MT  (+/- 180 meters Scaled)
 PW0107
 PW0107                          SUPERSEDED SURVEY CONTROL
 PW0107
 PW0107  NGVD 29 (??/??/92) 1485.213  (m)         4872.74   (f) ADJ UNCH    2 0
 PW0107
 PW0107.Superseded values are not recommended for survey control.
 PW0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0107.See file dsdata.txt to determine how the superseded data were derived.
 PW0107
 PW0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ635805(NAD 83)
 PW0107_MARKER: DB = BENCH MARK DISK
 PW0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0107_STAMPING: P 39 1934
 PW0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0107+STABILITY: SURFACE MOTION
 PW0107
 PW0107  HISTORY     - Date     Condition        Report By
 PW0107  HISTORY     - 1934     MONUMENTED       CGS
 PW0107  HISTORY     - 1970     GOOD             USGS
 PW0107
 PW0107                          STATION DESCRIPTION
 PW0107
 PW0107'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PW0107'19.9 MI S FROM BUFFALO.
 PW0107'19.9 MILES SOUTH OF P.O. BUFFALO, WYOMING, ON HIGHWAY 87 1.4 MILES
 PW0107'SOUTH OF POISON CREEK, 1.0 MILE NORTH OF MIDDLE FORK OF CRAZY WOMAN
 PW0107'CREEK ON TOP OF THE DIVIDE BETWEEN THE CREEKS, 405 FEET SOUTH OF A
 PW0107'SMALL CONCRETE CULVERT, 48 FEET NORTHEAST OF THE CENTERLINE OF THE
 PW0107'HIGHWAY AND 1.4 FEET SOUTHWEST OF THE FENCE.  A STANDARD DISK STAMPED
 PW0107'P 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0034 ***********************************************************************
 OV0034  DESIGNATION -  P 40
 OV0034  PID         -  OV0034
 OV0034  STATE/COUNTY-  WY/NATRONA
 OV0034  USGS QUAD   -  GOVERNMENT CREEK (1978)
 OV0034
 OV0034                         *CURRENT SURVEY CONTROL
 OV0034  ___________________________________________________________________
 OV0034* NAD 83(1986)-  43 28 56.     (N)    106 25 53.     (W)     SCALED    
 OV0034* NAVD 88     -      1473.954  (meters)    4835.80   (feet)  ADJUSTED  
 OV0034  ___________________________________________________________________
 OV0034  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 OV0034  DYNAMIC HT  -        1473.171 (meters)    4833.23  (feet)  COMP
 OV0034  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 OV0034  OBS GRAVITY -     980,035.2   (mgal)                       GRAV_OBS
 OV0034
 OV0034  VERT ORDER  -  SECOND    CLASS 0
 OV0034
 OV0034.The horizontal coordinates were scaled from a topographic map and have
 OV0034.an estimated accuracy of +/- 6 seconds.
 OV0034
 OV0034.The orthometric height was determined by differential leveling
 OV0034.and adjusted by the National Geodetic Survey in June 1991..
 OV0034
 OV0034.The geoid height was determined by GEOID03.
 OV0034
 OV0034.The dynamic height is computed by dividing the NAVD 88
 OV0034.geopotential number by the normal gravity value computed on the
 OV0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0034.degrees latitude (g = 980.6199 gals.).
 OV0034
 OV0034.The modeled gravity was interpolated from observed gravity values.
 OV0034.The observed gravity was obtained from relative gravimeter ties
 OV0034.to the IGSN71 gravity network.
 OV0034
 OV0034;                    North         East    Units  Estimated Accuracy
 OV0034;SPC WYEC     -   431,620.      472,960.      MT  (+/- 180 meters Scaled)
 OV0034
 OV0034                          SUPERSEDED SURVEY CONTROL
 OV0034
 OV0034  NGVD 29 (??/??/92) 1473.158  (m)         4833.19   (f) ADJ UNCH    2 0
 OV0034
 OV0034.Superseded values are not recommended for survey control.
 OV0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0034.See file dsdata.txt to determine how the superseded data were derived.
 OV0034
 OV0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ842153(NAD 83)
 OV0034_MARKER: DB = BENCH MARK DISK
 OV0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0034_STAMPING: P 40 1934
 OV0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0034+STABILITY: SURFACE MOTION
 OV0034
 OV0034  HISTORY     - Date     Condition        Report By
 OV0034  HISTORY     - 1934     MONUMENTED       CGS
 OV0034  HISTORY     - 1968     GOOD             USGS
 OV0034
 OV0034                          STATION DESCRIPTION
 OV0034
 OV0034'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0034'11.7 MI NW FROM MIDWEST.
 OV0034'FROM THE JUNCTION OF U.S. 87 AND WYOMING 387 AT MIDWEST, PROCEED
 OV0034'NORTHWEST ALONG U.S. 87 FOR 10.7 MILES TO A T-ROAD ON THE LEFT LEADING
 OV0034'TO THE WEIDT RANCH, THENCE LEFT ON GRAVEL ROAD 0.1 MILES THENCE LEFT
 OV0034'THRU GATE ALONG OLD HIGHWAY 0.2 MILES TO BM ON LEFT 43 FT. NORTH OF
 OV0034'OLD ROAD ON SIDE SLOPE OF A SMALL HILL.  A STANDARD TABLET SET IN
 OV0034'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0018 ***********************************************************************
 OX0018  DESIGNATION -  P 42
 OX0018  PID         -  OX0018
 OX0018  STATE/COUNTY-  WY/FREMONT
 OX0018  USGS QUAD   -  LAVA MOUNTAIN (1991)
 OX0018
 OX0018                         *CURRENT SURVEY CONTROL
 OX0018  ___________________________________________________________________
 OX0018* NAD 83(1986)-  43 44 11.     (N)    110 00 29.     (W)     SCALED    
 OX0018* NAVD 88     -      2842.177  (meters)    9324.71   (feet)  ADJUSTED  
 OX0018  ___________________________________________________________________
 OX0018  GEOID HEIGHT-          -7.77  (meters)                     GEOID03
 OX0018  DYNAMIC HT  -        2839.957 (meters)    9317.43  (feet)  COMP
 OX0018  MODELED GRAV-     979,733.5   (mgal)                       NAVD 88
 OX0018
 OX0018  VERT ORDER  -  SECOND    CLASS 0
 OX0018
 OX0018.The horizontal coordinates were scaled from a topographic map and have
 OX0018.an estimated accuracy of +/- 6 seconds.
 OX0018
 OX0018.The orthometric height was determined by differential leveling
 OX0018.and adjusted by the National Geodetic Survey in June 1991..
 OX0018
 OX0018.The geoid height was determined by GEOID03.
 OX0018
 OX0018.The dynamic height is computed by dividing the NAVD 88
 OX0018.geopotential number by the normal gravity value computed on the
 OX0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0018.degrees latitude (g = 980.6199 gals.).
 OX0018
 OX0018.The modeled gravity was interpolated from observed gravity values.
 OX0018
 OX0018;                    North         East    Units  Estimated Accuracy
 OX0018;SPC WYWC     -   360,230.      498,660.      MT  (+/- 180 meters Scaled)
 OX0018
 OX0018                          SUPERSEDED SURVEY CONTROL
 OX0018
 OX0018  NGVD 29 (??/??/92) 2840.756  (m)         9320.05   (f) ADJ UNCH    2 0
 OX0018
 OX0018.Superseded values are not recommended for survey control.
 OX0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0018.See file dsdata.txt to determine how the superseded data were derived.
 OX0018
 OX0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP798430(NAD 83)
 OX0018_MARKER: DB = BENCH MARK DISK
 OX0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0018_STAMPING: P 42 1934
 OX0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0018+STABILITY: SURFACE MOTION
 OX0018
 OX0018  HISTORY     - Date     Condition        Report By
 OX0018  HISTORY     - 1934     MONUMENTED       CGS
 OX0018
 OX0018                          STATION DESCRIPTION
 OX0018
 OX0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0018'29.2 MI W FROM DUBOIS.
 OX0018'IN FREMONT COUNTY, 40.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE DAM
 OX0018'AT MORAN, TETON COUNTY, ABOUT 29.2 MILES WEST OF DUBOIS, FREMONT
 OX0018'COUNTY, 4.1 MILES EAST OF THE TOGWOTEE PASS, 0.8 MILE WEST OF THE
 OX0018'ENTRANCE TO THE DIAMOND G RANCH, AT THE WEST EDGE OF A WATER SHED, AT
 OX0018'THE EAST END OF A LARGE CUT, 12.1 FEET WEST OF THE NORTHWEST CORNER OF
 OX0018'A BRIDGE OVER A SMALL CREEK, 26.0 FEET NORTH OF THE CENTERLINE OF THE
 OX0018'HIGHWAY, AND ABOUT 1.0 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 OX0018'STAMPED P 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0107 ***********************************************************************
 NS0107  CBN         -  This is a Cooperative Base Network Control Station.
 NS0107  DESIGNATION -  P 43
 NS0107  PID         -  NS0107
 NS0107  STATE/COUNTY-  WY/SUBLETTE
 NS0107  USGS QUAD   -  BULL DRAW (1969)
 NS0107
 NS0107                         *CURRENT SURVEY CONTROL
 NS0107  ___________________________________________________________________
 NS0107* NAD 83(1993)-  42 24 06.97986(N)    109 32 50.88560(W)     ADJUSTED  
 NS0107* NAVD 88     -      2138.676  (meters)    7016.64   (feet)  ADJUSTED  
 NS0107  ___________________________________________________________________
 NS0107  X           -  -1,578,778.169 (meters)                     COMP
 NS0107  Y           -  -4,446,620.957 (meters)                     COMP
 NS0107  Z           -   4,280,110.498 (meters)                     COMP
 NS0107  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 NS0107  ELLIP HEIGHT-        2125.23  (meters)          (09/07/01) GPS OBS
 NS0107  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NS0107  DYNAMIC HT  -        2136.879 (meters)    7010.74  (feet)  COMP
 NS0107  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 NS0107
 NS0107  HORZ ORDER  -  B
 NS0107  VERT ORDER  -  FIRST     CLASS II
 NS0107  ELLP ORDER  -  FOURTH    CLASS I
 NS0107
 NS0107.The horizontal coordinates were established by GPS observations
 NS0107.and adjusted by the National Geodetic Survey in October 1994..
 NS0107
 NS0107.The orthometric height was determined by differential leveling
 NS0107.and adjusted by the National Geodetic Survey in June 1991..
 NS0107
 NS0107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NS0107
 NS0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0107
 NS0107.The ellipsoidal height was determined by GPS observations
 NS0107.and is referenced to NAD 83.
 NS0107
 NS0107.The geoid height was determined by GEOID03.
 NS0107
 NS0107.The dynamic height is computed by dividing the NAVD 88
 NS0107.geopotential number by the normal gravity value computed on the
 NS0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0107.degrees latitude (g = 980.6199 gals.).
 NS0107
 NS0107.The modeled gravity was interpolated from observed gravity values.
 NS0107
 NS0107;                    North         East     Units Scale Factor Converg.
 NS0107;SPC WY W     -   311,360.272   844,113.647   MT  0.99996143   +0 21 40.9
 NS0107;UTM  12      - 4,695,426.467   619,536.417   MT  0.99977581   +0 58 46.6
 NS0107
 NS0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0107!SPC WY W     -   0.99966680  x   0.99996143  =   0.99962824
 NS0107!UTM  12      -   0.99966680  x   0.99977581  =   0.99944269
 NS0107
 NS0107                          SUPERSEDED SURVEY CONTROL
 NS0107
 NS0107  NAVD 88 (10/19/94) 2138.68   (m)         7016.7    (f) LEVELING    3  
 NS0107  NGVD 29 (??/??/92) 2137.314  (m)         7012.17   (f) ADJ UNCH    1 2
 NS0107
 NS0107.Superseded values are not recommended for survey control.
 NS0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0107.See file dsdata.txt to determine how the superseded data were derived.
 NS0107
 NS0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM1953695426(NAD 83)
 NS0107_MARKER: DB = BENCH MARK DISK
 NS0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0107_STAMPING: P 43 1934
 NS0107_MARK LOGO: CGS   
 NS0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 NS0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0107+STABILITY: SURFACE MOTION
 NS0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0107+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1993
 NS0107
 NS0107  HISTORY     - Date     Condition        Report By
 NS0107  HISTORY     - 1934     MONUMENTED       CGS
 NS0107  HISTORY     - 1969     GOOD             USGS
 NS0107  HISTORY     - 19930719 GOOD             NGS
 NS0107
 NS0107                          STATION DESCRIPTION
 NS0107
 NS0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0107'20.2 MI NW FROM FARSON.
 NS0107'HOTEL AT FARSON, 20.2 MILES NORTHWEST OF, ALONG US HWY. 187.  0.2
 NS0107'MILES NORTHWESTERLY OF CATTLEGUARD.  91 FT. SOUTHWEST OF CENTER LINE
 NS0107'OF HWY. BRASS CAP IN TOP OF CONCRETE POST. IN NW OF SEC 15. T.28 N--
 NS0107'R107W, STAMPED P 43 1934.
 NS0107
 NS0107                          STATION RECOVERY (1969)
 NS0107
 NS0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NS0107'RECOVERED IN GOOD CONDITION.
 NS0107
 NS0107                          STATION RECOVERY (1993)
 NS0107
 NS0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 NS0107'STATION IS LOCATED ABOUT 34 KM (21.10 MI) NORTH-NORTHWEST OF FARSON,
 NS0107'15 KM (9.30 MI) NORTH OF THE SUBLETTE-SWEETWATER COUNTY LINE, 25 KM
 NS0107'(15.55 MI) SOUTHEAST OF THE JUNCTION OF US HIGHWAY 191 AND STATE
 NS0107'HIGHWAY 351 (BIG PINEY CUTOFF), ALONG HIGHWAY 191, 0.33 KM (0.20 MI)
 NS0107'NORTH-NORTHWEST OF THE JUNCTION OF THE OLD HIGHWAY LEADING SOUTH, AT
 NS0107'MILE 61.85, ON THE RIGHT-OF-WAY, IN WEST CENTRAL SECTION 14, T 28 N, R
 NS0107'107 W.  OWNERSHIP--STATE HIGHWAY DEPARTMENT. TO REACH FROM THE
 NS0107'JUNCTION OF HIGHWAYS 191 AND 351, GO SOUTHEAST ON HIGHWAY 191 FOR
 NS0107'15.54 KM (9.65 MI) TO A GRADED ROAD RIGHT LEADING TO THE JONAH OIL
 NS0107'LEASE.  CONTINUE AHEAD FOR 6.08 KM (3.75 MI) TO A TRACK ROAD RIGHT
 NS0107'LEADING TO TWO RADIO MASTS.  CONTINUE AHEAD FOR 2.42 KM (1.50 MI) TO
 NS0107'THE STATION ON THE RIGHT. STATION MARK IS SET IN THE TOP OF A 20-CM
 NS0107'SQUARE CONCRETE POST PROJECTING 10 CM ABOVE GROUND, AND UNDER A SAGE
 NS0107'BUSH.  IT IS 27.6 M (90.6 FT) SOUTHWEST OF, AND 0.5 M (1.6 FT) LOWER
 NS0107'THAN THE HIGHWAY CENTER, 2.6 M (8.5 FT) NORTHEAST OF THE RIGHT-OF-WAY
 NS0107'FENCE, 0.9 M (3.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST, AND 0.3
 NS0107'M (1.0 FT) SOUTH-SOUTHWEST OF ROUND WOOD POST WITH WHITE REFLECTOR.
 NS0107'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0001 ***********************************************************************
 NT0001  DESIGNATION -  P 44
 NT0001  PID         -  NT0001
 NT0001  STATE/COUNTY-  WY/SUBLETTE
 NT0001  USGS QUAD   -  DANIEL JUNCTION (1970)
 NT0001
 NT0001                         *CURRENT SURVEY CONTROL
 NT0001  ___________________________________________________________________
 NT0001* NAD 83(1986)-  42 53 04.     (N)    110 00 08.     (W)     SCALED    
 NT0001* NAVD 88     -      2176.604  (meters)    7141.07   (feet)  ADJUSTED  
 NT0001  ___________________________________________________________________
 NT0001  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 NT0001  DYNAMIC HT  -        2174.849 (meters)    7135.32  (feet)  COMP
 NT0001  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 NT0001
 NT0001  VERT ORDER  -  FIRST     CLASS II
 NT0001
 NT0001.The horizontal coordinates were scaled from a topographic map and have
 NT0001.an estimated accuracy of +/- 6 seconds.
 NT0001
 NT0001.The orthometric height was determined by differential leveling
 NT0001.and adjusted by the National Geodetic Survey in June 1991..
 NT0001
 NT0001.The geoid height was determined by GEOID03.
 NT0001
 NT0001.The dynamic height is computed by dividing the NAVD 88
 NT0001.geopotential number by the normal gravity value computed on the
 NT0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0001.degrees latitude (g = 980.6199 gals.).
 NT0001
 NT0001.The modeled gravity was interpolated from observed gravity values.
 NT0001
 NT0001;                    North         East    Units  Estimated Accuracy
 NT0001;SPC WY W     -   364,820.      806,630.      MT  (+/- 180 meters Scaled)
 NT0001
 NT0001                          SUPERSEDED SURVEY CONTROL
 NT0001
 NT0001  NGVD 29 (??/??/92) 2175.183  (m)         7136.41   (f) ADJ UNCH    1 2
 NT0001
 NT0001.Superseded values are not recommended for survey control.
 NT0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0001.See file dsdata.txt to determine how the superseded data were derived.
 NT0001
 NT0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN814484(NAD 83)
 NT0001_MARKER: DB = BENCH MARK DISK
 NT0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0001_SP_SET: CULVERT
 NT0001_STAMPING: P 44 1934
 NT0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0001
 NT0001  HISTORY     - Date     Condition        Report By
 NT0001  HISTORY     - 1934     MONUMENTED       CGS
 NT0001  HISTORY     - 1964     MARK NOT FOUND   NGS
 NT0001
 NT0001                          STATION DESCRIPTION
 NT0001
 NT0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0001'7.4 MI NW FROM PINEDALE.
 NT0001'ABOUT 7.4 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 NT0001'AT PINEDALE, SUBLETTE COUNTY, ABOUT 3.4 MILES SOUTHEAST OF THE
 NT0001'JUNCTION WITH STATE HIGHWAY 287, IN LOW SWAMPY COUNTRY, AT A CONCRETE
 NT0001'CULVERT, IN THE CENTER OF THE TOP OF THE NORTH HEAD WALL, 20.0 FEET
 NT0001'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2.0 FEET LOWER THAN
 NT0001'THE HIGHWAY.  A STANDARD DISK, STAMPED P 44 1934.
 NT0001
 NT0001                          STATION RECOVERY (1964)
 NT0001
 NT0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NT0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0097 ***********************************************************************
 OX0097  DESIGNATION -  P 46
 OX0097  PID         -  OX0097
 OX0097  STATE/COUNTY-  WY/TETON
 OX0097  USGS QUAD   -  JACKSON (1996)
 OX0097
 OX0097                         *CURRENT SURVEY CONTROL
 OX0097  ___________________________________________________________________
 OX0097* NAD 83(1986)-  43 29 11.     (N)    110 49 37.     (W)     SCALED    
 OX0097* NAVD 88     -      1879.833  (meters)    6167.42   (feet)  ADJUSTED  
 OX0097  ___________________________________________________________________
 OX0097  GEOID HEIGHT-          -9.77  (meters)                     GEOID03
 OX0097  DYNAMIC HT  -        1878.608 (meters)    6163.40  (feet)  COMP
 OX0097  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 OX0097
 OX0097  VERT ORDER  -  FIRST     CLASS II
 OX0097
 OX0097.The horizontal coordinates were scaled from a topographic map and have
 OX0097.an estimated accuracy of +/- 6 seconds.
 OX0097
 OX0097.The orthometric height was determined by differential leveling
 OX0097.and adjusted by the National Geodetic Survey in June 1991..
 OX0097
 OX0097.The geoid height was determined by GEOID03.
 OX0097
 OX0097.The dynamic height is computed by dividing the NAVD 88
 OX0097.geopotential number by the normal gravity value computed on the
 OX0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0097.degrees latitude (g = 980.6199 gals.).
 OX0097
 OX0097.The modeled gravity was interpolated from observed gravity values.
 OX0097
 OX0097;                    North         East    Units  Estimated Accuracy
 OX0097;SPC WY W     -   431,960.      739,850.      MT  (+/- 180 meters Scaled)
 OX0097
 OX0097                          SUPERSEDED SURVEY CONTROL
 OX0097
 OX0097  NGVD 29 (??/??/92) 1878.567  (m)         6163.27   (f) ADJ UNCH    1 2
 OX0097
 OX0097.Superseded values are not recommended for survey control.
 OX0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0097.See file dsdata.txt to determine how the superseded data were derived.
 OX0097
 OX0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP139148(NAD 83)
 OX0097_MARKER: DB = BENCH MARK DISK
 OX0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0097_SP_SET: CULVERT
 OX0097_STAMPING: P 46 1934
 OX0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0097
 OX0097  HISTORY     - Date     Condition        Report By
 OX0097  HISTORY     - 1934     MONUMENTED       CGS
 OX0097  HISTORY     - 1966     MARK NOT FOUND   NGS
 OX0097
 OX0097                          STATION DESCRIPTION
 OX0097
 OX0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0097'3.9 MI W FROM JACKSON.
 OX0097'3.9 MILES WEST ALONG STATE HIGHWAY 22 FROM JACKSON, TETON COUNTY,
 OX0097'ABOUT 1.4 MILES EAST OF THE EAST END OF THE BRIDGE OVER SNAKE RIVER,
 OX0097'AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF A LEDGE OF THE
 OX0097'NORTHEAST HEAD WALL, AND 11.3 FEET NORTHEAST OF THE CENTER LINE OF THE
 OX0097'HIGHWAY.  A STANDARD DISK, STAMPED P 46 1934.  NOTE-- ROAD
 OX0097'RECONSTRUCTION IN AREA.
 OX0097
 OX0097                          STATION RECOVERY (1966)
 OX0097
 OX0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OX0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0124 ***********************************************************************
 OW0124  DESIGNATION -  P 47
 OW0124  PID         -  OW0124
 OW0124  STATE/COUNTY-  WY/FREMONT
 OW0124  USGS QUAD   -  BURRIS (1993)
 OW0124
 OW0124                         *CURRENT SURVEY CONTROL
 OW0124  ___________________________________________________________________
 OW0124* NAD 83(1986)-  43 20 02.     (N)    109 15 13.     (W)     SCALED    
 OW0124* NAVD 88     -      1899.570  (meters)    6232.17   (feet)  ADJUSTED  
 OW0124  ___________________________________________________________________
 OW0124  GEOID HEIGHT-          -9.41  (meters)                     GEOID03
 OW0124  DYNAMIC HT  -        1898.321 (meters)    6228.07  (feet)  COMP
 OW0124  MODELED GRAV-     979,894.4   (mgal)                       NAVD 88
 OW0124
 OW0124  VERT ORDER  -  SECOND    CLASS 0
 OW0124
 OW0124.The horizontal coordinates were scaled from a topographic map and have
 OW0124.an estimated accuracy of +/- 6 seconds.
 OW0124
 OW0124.The orthometric height was determined by differential leveling
 OW0124.and adjusted by the National Geodetic Survey in June 1991..
 OW0124
 OW0124.The geoid height was determined by GEOID03.
 OW0124
 OW0124.The dynamic height is computed by dividing the NAVD 88
 OW0124.geopotential number by the normal gravity value computed on the
 OW0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0124.degrees latitude (g = 980.6199 gals.).
 OW0124
 OW0124.The modeled gravity was interpolated from observed gravity values.
 OW0124
 OW0124;                    North         East    Units  Estimated Accuracy
 OW0124;SPC WYWC     -   314,870.      559,160.      MT  (+/- 180 meters Scaled)
 OW0124
 OW0124                          SUPERSEDED SURVEY CONTROL
 OW0124
 OW0124  NGVD 29 (??/??/92) 1898.493  (m)         6228.64   (f) ADJ UNCH    2 0
 OW0124
 OW0124.Superseded values are not recommended for survey control.
 OW0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0124.See file dsdata.txt to determine how the superseded data were derived.
 OW0124
 OW0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN415993(NAD 83)
 OW0124_MARKER: DB = BENCH MARK DISK
 OW0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0124_STAMPING: P 47 1934
 OW0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0124+STABILITY: SURFACE MOTION
 OW0124
 OW0124  HISTORY     - Date     Condition        Report By
 OW0124  HISTORY     - 1934     MONUMENTED       CGS
 OW0124  HISTORY     - 1950     GOOD             NGS
 OW0124
 OW0124                          STATION DESCRIPTION
 OW0124
 OW0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0124'28.6 MI E FROM DUBOIS.
 OW0124'ABOUT 28.6 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0124'DUBOIS, FREMONT COUNTY, ABOUT 5.1 MILES WEST OF THE BRIDGE OVER MEADOW
 OW0124'CREEK, 228.4 FEET EAST OF A CORNER FENCE POST, ABOUT 165.0 FEET
 OW0124'NORTHEAST OF THE CENTER LINE OF A DIM ROAD, 84.5 FEET SOUTH OF A ROW
 OW0124'OF POLES, AND 39.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A
 OW0124'STANDARD DISK, STAMPED P 47 1934 AND SET IN THE TOP OF A CONCRETE
 OW0124'POST.
 OW0124
 OW0124                          STATION RECOVERY (1950)
 OW0124
 OW0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 OW0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0045 ***********************************************************************
 OW0045  DESIGNATION -  P 49
 OW0045  PID         -  OW0045
 OW0045  STATE/COUNTY-  WY/HOT SPRINGS
 OW0045  USGS QUAD   -  GLOIN RESERVOIR (1985)
 OW0045
 OW0045                         *CURRENT SURVEY CONTROL
 OW0045  ___________________________________________________________________
 OW0045* NAD 83(1986)-  43 51 45.     (N)    108 27 43.     (W)     SCALED    
 OW0045* NAVD 88     -      1525.641  (meters)    5005.37   (feet)  ADJUSTED  
 OW0045  ___________________________________________________________________
 OW0045  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 OW0045  DYNAMIC HT  -        1524.809 (meters)    5002.64  (feet)  COMP
 OW0045  MODELED GRAV-     980,020.6   (mgal)                       NAVD 88
 OW0045
 OW0045  VERT ORDER  -  SECOND    CLASS 0
 OW0045
 OW0045.The horizontal coordinates were scaled from a topographic map and have
 OW0045.an estimated accuracy of +/- 6 seconds.
 OW0045
 OW0045.The orthometric height was determined by differential leveling
 OW0045.and adjusted by the National Geodetic Survey in June 1991..
 OW0045
 OW0045.The geoid height was determined by GEOID03.
 OW0045
 OW0045.The dynamic height is computed by dividing the NAVD 88
 OW0045.geopotential number by the normal gravity value computed on the
 OW0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0045.degrees latitude (g = 980.6199 gals.).
 OW0045
 OW0045.The modeled gravity was interpolated from observed gravity values.
 OW0045
 OW0045;                    North         East    Units  Estimated Accuracy
 OW0045;SPC WYWC     -   373,510.      623,160.      MT  (+/- 180 meters Scaled)
 OW0045
 OW0045                          SUPERSEDED SURVEY CONTROL
 OW0045
 OW0045  NGVD 29 (??/??/92) 1524.696  (m)         5002.27   (f) ADJ UNCH    2 0
 OW0045
 OW0045.Superseded values are not recommended for survey control.
 OW0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0045.See file dsdata.txt to determine how the superseded data were derived.
 OW0045
 OW0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP039597(NAD 83)
 OW0045_MARKER: DB = BENCH MARK DISK
 OW0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0045_STAMPING: P 49 1934
 OW0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0045+STABILITY: SURFACE MOTION
 OW0045
 OW0045  HISTORY     - Date     Condition        Report By
 OW0045  HISTORY     - 1934     MONUMENTED       CGS
 OW0045  HISTORY     - 1979     MARK NOT FOUND   USGS
 OW0045
 OW0045                          STATION DESCRIPTION
 OW0045
 OW0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0045'33.5 MI NW FROM THERMOPOLIS.
 OW0045'ABOUT 33.5 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0045'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 11.1 MILES NORTHEAST
 OW0045'OF THE POST OFFICE AT HAMILTON DOME, ABOUT 0.8 MILE NORTHEAST OF THE
 OW0045'JUNCTION OF ROADS LEADING TO KIRBY AND TO GRASS CREEK, AND 44 FEET
 OW0045'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OW0045'P 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OW0045
 OW0045                          STATION RECOVERY (1979)
 OW0045
 OW0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0028 ***********************************************************************
 NT0028  DESIGNATION -  P 50
 NT0028  PID         -  NT0028
 NT0028  STATE/COUNTY-  WY/SUBLETTE
 NT0028  USGS QUAD   -  MILLESON DRAW (1969)
 NT0028
 NT0028                         *CURRENT SURVEY CONTROL
 NT0028  ___________________________________________________________________
 NT0028* NAD 83(1986)-  42 28 12.     (N)    110 05 46.     (W)     SCALED    
 NT0028* NAVD 88     -      2094.088  (meters)    6870.35   (feet)  ADJUSTED  
 NT0028  ___________________________________________________________________
 NT0028  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 NT0028  DYNAMIC HT  -        2092.386 (meters)    6864.77  (feet)  COMP
 NT0028  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 NT0028
 NT0028  VERT ORDER  -  SECOND    CLASS 0
 NT0028
 NT0028.The horizontal coordinates were scaled from a topographic map and have
 NT0028.an estimated accuracy of +/- 6 seconds.
 NT0028
 NT0028.The orthometric height was determined by differential leveling
 NT0028.and adjusted by the National Geodetic Survey in June 1991..
 NT0028
 NT0028.The geoid height was determined by GEOID03.
 NT0028
 NT0028.The dynamic height is computed by dividing the NAVD 88
 NT0028.geopotential number by the normal gravity value computed on the
 NT0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0028.degrees latitude (g = 980.6199 gals.).
 NT0028
 NT0028.The modeled gravity was interpolated from observed gravity values.
 NT0028
 NT0028;                    North         East    Units  Estimated Accuracy
 NT0028;SPC WY W     -   318,780.      798,950.      MT  (+/- 180 meters Scaled)
 NT0028
 NT0028                          SUPERSEDED SURVEY CONTROL
 NT0028
 NT0028  NGVD 29 (??/??/92) 2092.713  (m)         6865.84   (f) ADJ UNCH    2 0
 NT0028
 NT0028.Superseded values are not recommended for survey control.
 NT0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0028.See file dsdata.txt to determine how the superseded data were derived.
 NT0028
 NT0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN743023(NAD 83)
 NT0028_MARKER: DB = BENCH MARK DISK
 NT0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0028_STAMPING: P 50 1934
 NT0028_MARK LOGO: CGS   
 NT0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0028+STABILITY: SURFACE MOTION
 NT0028
 NT0028  HISTORY     - Date     Condition        Report By
 NT0028  HISTORY     - 1934     MONUMENTED       CGS
 NT0028  HISTORY     - 1969     GOOD             USGS
 NT0028  HISTORY     - 19940404 GOOD             LOCENG
 NT0028
 NT0028                          STATION DESCRIPTION
 NT0028
 NT0028'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NT0028'4.9 MI S FROM BIG PINEY.
 NT0028'3.7 MILES SOUTH ALONG U.S. HWY. 189 FROM BIG PINEY, THENCE RIGHT
 NT0028'(SOUTHERLY) ON TRACK ROAD 1.2 MILES, AT THE TOP OF A SMALL RISE ON THE
 NT0028'SOUTHEAST SLOPE OF A HILL AND 35 FEET EAST OF CENTERLINE OF OLD
 NT0028'HIGHWAY.  A STANDARD DISK STAMPED P 50 1934 AND SET IN THE TOP OF A
 NT0028'CONCRETE POST.
 NT0028
 NT0028                          STATION RECOVERY (1994)
 NT0028
 NT0028'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (PNS)
 NT0028'RECOVERED AS DESCRIBED.  SET BLACK STEEL FENCE POST SOUTHEASTERLY, 18
 NT0028'INHCES, AND A TIRE CASING AROUND MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0119 ***********************************************************************
 OU0119  DESIGNATION -  P 53
 OU0119  PID         -  OU0119
 OU0119  STATE/COUNTY-  WY/NIOBRARA
 OU0119  USGS QUAD   -  COYOTE GAP (1981)
 OU0119
 OU0119                         *CURRENT SURVEY CONTROL
 OU0119  ___________________________________________________________________
 OU0119* NAD 83(1986)-  43 06 06.     (N)    104 21 40.     (W)     SCALED    
 OU0119* NAVD 88     -      1251.235  (meters)    4105.09   (feet)  ADJUSTED  
 OU0119  ___________________________________________________________________
 OU0119  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 OU0119  DYNAMIC HT  -        1250.619 (meters)    4103.07  (feet)  COMP
 OU0119  MODELED GRAV-     980,083.9   (mgal)                       NAVD 88
 OU0119
 OU0119  VERT ORDER  -  SECOND    CLASS 0
 OU0119
 OU0119.The horizontal coordinates were scaled from a topographic map and have
 OU0119.an estimated accuracy of +/- 6 seconds.
 OU0119
 OU0119.The orthometric height was determined by differential leveling
 OU0119.and adjusted by the National Geodetic Survey in June 1991..
 OU0119
 OU0119.The geoid height was determined by GEOID03.
 OU0119
 OU0119.The dynamic height is computed by dividing the NAVD 88
 OU0119.geopotential number by the normal gravity value computed on the
 OU0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0119.degrees latitude (g = 980.6199 gals.).
 OU0119
 OU0119.The modeled gravity was interpolated from observed gravity values.
 OU0119
 OU0119;                    North         East    Units  Estimated Accuracy
 OU0119;SPC WY E     -   289,260.      265,570.      MT  (+/- 180 meters Scaled)
 OU0119
 OU0119                          SUPERSEDED SURVEY CONTROL
 OU0119
 OU0119  NGVD 29 (??/??/92) 1250.578  (m)         4102.94   (f) ADJ UNCH    2 0
 OU0119
 OU0119.Superseded values are not recommended for survey control.
 OU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0119.See file dsdata.txt to determine how the superseded data were derived.
 OU0119
 OU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH519723(NAD 83)
 OU0119_MARKER: DB = BENCH MARK DISK
 OU0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0119_STAMPING: P 53 1934
 OU0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0119+STABILITY: SURFACE MOTION
 OU0119
 OU0119  HISTORY     - Date     Condition        Report By
 OU0119  HISTORY     - 1934     MONUMENTED       CGS
 OU0119  HISTORY     - 1941     GOOD             NGS
 OU0119  HISTORY     - 1976     MARK NOT FOUND   USGS
 OU0119
 OU0119                          STATION DESCRIPTION
 OU0119
 OU0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0119'25.5 MI N FROM LUSK.
 OU0119'25.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 OU0119'AT LUSK, NIOBRARA COUNTY, 0.5 MILE NORTH OF THE JUNCTION OF THE
 OU0119'ROAD LEADING TO LANCE CREEK, 180 FEET NORTH OF THE NORTHEAST
 OU0119'CORNER OF THE 50-FOOT BRIDGE OVER BRONSELL DRAW, AT THE
 OU0119'INTERSECTION OF A ROAD LEADING EAST, 49 FEET EAST OF THE
 OU0119'CENTERLINE OF THE HIGHWAY, 45 FEET SOUTH OF THE CENTERLINE OF THE
 OU0119'ROAD, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 OU0119'DISK, STAMPED P 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OU0119
 OU0119                          STATION RECOVERY (1941)
 OU0119
 OU0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 OU0119'RECOVERED IN GOOD CONDITION.
 OU0119
 OU0119                          STATION RECOVERY (1976)
 OU0119
 OU0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0132 ***********************************************************************
 OU0132  DESIGNATION -  P 54
 OU0132  PID         -  OU0132
 OU0132  STATE/COUNTY-  WY/NIOBRARA
 OU0132  USGS QUAD   -  RABBIT MOUNTAINS (1981)
 OU0132
 OU0132                         *CURRENT SURVEY CONTROL
 OU0132  ___________________________________________________________________
 OU0132* NAD 83(1986)-  43 04 27.     (N)    104 30 58.     (W)     SCALED    
 OU0132* NAVD 88     -      1327.080  (meters)    4353.93   (feet)  ADJUSTED  
 OU0132  ___________________________________________________________________
 OU0132  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 OU0132  DYNAMIC HT  -        1326.389 (meters)    4351.66  (feet)  COMP
 OU0132  MODELED GRAV-     980,053.1   (mgal)                       NAVD 88
 OU0132
 OU0132  VERT ORDER  -  SECOND    CLASS 0
 OU0132
 OU0132.The horizontal coordinates were scaled from a topographic map and have
 OU0132.an estimated accuracy of +/- 6 seconds.
 OU0132
 OU0132.The orthometric height was determined by differential leveling
 OU0132.and adjusted by the National Geodetic Survey in June 1991..
 OU0132.WARNING-Repeat measurements at this control monument indicate possible
 OU0132.vertical movement.
 OU0132
 OU0132.The geoid height was determined by GEOID03.
 OU0132
 OU0132.The dynamic height is computed by dividing the NAVD 88
 OU0132.geopotential number by the normal gravity value computed on the
 OU0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0132.degrees latitude (g = 980.6199 gals.).
 OU0132
 OU0132.The modeled gravity was interpolated from observed gravity values.
 OU0132
 OU0132;                    North         East    Units  Estimated Accuracy
 OU0132;SPC WY E     -   286,100.      252,980.      MT  (+/- 180 meters Scaled)
 OU0132
 OU0132                          SUPERSEDED SURVEY CONTROL
 OU0132
 OU0132  NGVD 29 (??/??/92) 1326.379  (m)         4351.63   (f) ADJ UNCH    2 0
 OU0132
 OU0132.Superseded values are not recommended for survey control.
 OU0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0132.See file dsdata.txt to determine how the superseded data were derived.
 OU0132
 OU0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH393691(NAD 83)
 OU0132_MARKER: DB = BENCH MARK DISK
 OU0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0132_STAMPING: P 54 1934
 OU0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0132+STABILITY: SURFACE MOTION
 OU0132
 OU0132  HISTORY     - Date     Condition        Report By
 OU0132  HISTORY     - 1934     MONUMENTED       CGS
 OU0132  HISTORY     - 1957     GOOD             NGS
 OU0132
 OU0132                          STATION DESCRIPTION
 OU0132
 OU0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0132'34.4 MI N FROM LUSK.
 OU0132'25.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0132'LUSK, THENCE 3.0 MILES WEST ALONG A TRACK ROAD, THENCE 6.4 MILES
 OU0132'SOUTHWEST ALONG A TRACK ROAD, 0.1 MILE EAST OF A NORTH AND
 OU0132'SOUTH FENCE, 248 FEET NORTHEAST OF THE TOP OF A HILL, 34 FEET
 OU0132'SOUTH OF THE CENTER LINE OF A TRACK ROAD, 1 FOOT NORTH OF A
 OU0132'WITNESS POST, 1.0 MILE EAST OF BENCH MARK K 100, SET IN THE TOP
 OU0132'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN
 OU0132'THE NORTHWEST 1/4 OF SECTION 26, TOWNSHIP 36 NORTH, RANGE 64
 OU0132'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0083 ***********************************************************************
 OU0083  DESIGNATION -  P 55
 OU0083  PID         -  OU0083
 OU0083  STATE/COUNTY-  WY/WESTON
 OU0083  USGS QUAD   -  OSAGE SE (1979)
 OU0083
 OU0083                         *CURRENT SURVEY CONTROL
 OU0083  ___________________________________________________________________
 OU0083* NAD 83(1986)-  43 48 10.     (N)    104 22 03.     (W)     SCALED    
 OU0083* NAVD 88     -      1188.684  (meters)    3899.87   (feet)  ADJUSTED  
 OU0083  ___________________________________________________________________
 OU0083  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 OU0083  DYNAMIC HT  -        1188.165 (meters)    3898.17  (feet)  COMP
 OU0083  MODELED GRAV-     980,140.7   (mgal)                       NAVD 88
 OU0083
 OU0083  VERT ORDER  -  SECOND    CLASS 0
 OU0083
 OU0083.The horizontal coordinates were scaled from a topographic map and have
 OU0083.an estimated accuracy of +/- 6 seconds.
 OU0083
 OU0083.The orthometric height was determined by differential leveling
 OU0083.and adjusted by the National Geodetic Survey in June 1991..
 OU0083
 OU0083.The geoid height was determined by GEOID03.
 OU0083
 OU0083.The dynamic height is computed by dividing the NAVD 88
 OU0083.geopotential number by the normal gravity value computed on the
 OU0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0083.degrees latitude (g = 980.6199 gals.).
 OU0083
 OU0083.The modeled gravity was interpolated from observed gravity values.
 OU0083
 OU0083;                    North         East    Units  Estimated Accuracy
 OU0083;SPC WY E     -   367,150.      264,310.      MT  (+/- 180 meters Scaled)
 OU0083
 OU0083                          SUPERSEDED SURVEY CONTROL
 OU0083
 OU0083  NGVD 29 (??/??/92) 1188.038  (m)         3897.75   (f) ADJ UNCH    2 0
 OU0083
 OU0083.Superseded values are not recommended for survey control.
 OU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0083.See file dsdata.txt to determine how the superseded data were derived.
 OU0083
 OU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ508501(NAD 83)
 OU0083_MARKER: DB = BENCH MARK DISK
 OU0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0083_STAMPING: P-55 1934
 OU0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0083+STABILITY: SURFACE MOTION
 OU0083
 OU0083  HISTORY     - Date     Condition        Report By
 OU0083  HISTORY     - 1934     MONUMENTED       CGS
 OU0083  HISTORY     - 1972     GOOD             USGS
 OU0083
 OU0083                          STATION DESCRIPTION
 OU0083
 OU0083'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 OU0083'12 MI SW FROM NEWCASTLE.
 OU0083'NEWCASTLE, ABOUT 9.5 MILES SW OF ALONG U.S. HWY. 16 AND STATE
 OU0083'HWY. 450, IN SEC. 12, T. 44 N., R. 63 W., 650 FEET EAST OF CENTER
 OU0083'OF BRIDGE OVER BEAVER CREEK, ABOUT 260 FEET SOUTH OF CENTERLINE
 OU0083'OF HWY., ABOUT 30 FEET NORTH OF THE SCAR OF THE ABANDONED COUNTY
 OU0083'ROAD.  A STANDARD USC AND GS DISK SET IN THE TOP OF A CONCRETE
 OU0083'POST PROJECTING 0.6 FT., STAMPED P-55 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0226 ***********************************************************************
 OU0226  DESIGNATION -  P 57
 OU0226  PID         -  OU0226
 OU0226  STATE/COUNTY-  WY/CONVERSE
 OU0226  USGS QUAD   -  DUGOUT CREEK SOUTH (1984)
 OU0226
 OU0226                         *CURRENT SURVEY CONTROL
 OU0226  ___________________________________________________________________
 OU0226* NAD 83(1986)-  43 21 19.     (N)    105 22 12.     (W)     SCALED    
 OU0226* NAVD 88     -      1477.116  (meters)    4846.17   (feet)  ADJUSTED  
 OU0226  ___________________________________________________________________
 OU0226  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 OU0226  DYNAMIC HT  -        1476.279 (meters)    4843.43  (feet)  COMP
 OU0226  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 OU0226
 OU0226  VERT ORDER  -  SECOND    CLASS 0
 OU0226
 OU0226.The horizontal coordinates were scaled from a topographic map and have
 OU0226.an estimated accuracy of +/- 6 seconds.
 OU0226
 OU0226.The orthometric height was determined by differential leveling
 OU0226.and adjusted by the National Geodetic Survey in June 1991..
 OU0226
 OU0226.The geoid height was determined by GEOID03.
 OU0226
 OU0226.The dynamic height is computed by dividing the NAVD 88
 OU0226.geopotential number by the normal gravity value computed on the
 OU0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0226.degrees latitude (g = 980.6199 gals.).
 OU0226
 OU0226.The modeled gravity was interpolated from observed gravity values.
 OU0226
 OU0226;                    North         East    Units  Estimated Accuracy
 OU0226;SPC WY E     -   317,140.      183,520.      MT  (+/- 180 meters Scaled)
 OU0226
 OU0226                          SUPERSEDED SURVEY CONTROL
 OU0226
 OU0226  NGVD 29 (??/??/92) 1476.302  (m)         4843.50   (f) ADJ UNCH    2 0
 OU0226
 OU0226.Superseded values are not recommended for survey control.
 OU0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0226.See file dsdata.txt to determine how the superseded data were derived.
 OU0226
 OU0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ700003(NAD 83)
 OU0226_MARKER: DB = BENCH MARK DISK
 OU0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0226_STAMPING: P 57 1934
 OU0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0226+STABILITY: SURFACE MOTION
 OU0226
 OU0226  HISTORY     - Date     Condition        Report By
 OU0226  HISTORY     - 1934     MONUMENTED       CGS
 OU0226  HISTORY     - 1959     GOOD             NGS
 OU0226
 OU0226                          STATION DESCRIPTION
 OU0226
 OU0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0226'3.9 MI SE FROM VERSE.
 OU0226'3.9 MILES SOUTHEAST ALONG THE ROAD LEADING TO DOUGLAS FROM THE
 OU0226'POST OFFICE AT VERSE, CONVERSE COUNTY, ABOUT 3.7 MILES NORTHWEST
 OU0226'OF THE BRIDGE OVER DRY FORK OF CHEYENNE RIVER, NEAR A SMALL HILL
 OU0226'WITH BOULDERS ON THE EAST SIDE, ABOUT 450 FEET EAST OF THE POINT
 OU0226'WHERE THE OLD TRAIL SWINGS EAST OF TH PRESENT ROAD, AND 48 FEET
 OU0226'EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 OU0226'P 57 1934 AND SET IN THE TOP OF A CONCRETE POST.  9.9 MI. NW
 OU0226'ALONG STATE HWY. 59 FROM BILL, CONVERSE COUNTY, THENCE 0.5 MI.
 OU0226'NE ALONG TRACK ROAD WHICH RUNS BY WINDMILL, THENCE 0.2 MI. N.
 OU0226'ALONG AN ABANDONED COUNTY ROAD, NEAR A SMALL HILL WITH BOULDERS
 OU0226'ON THE E. SIDE, 48 FEET EAST OF ROAD.
 OU0226
 OU0226                          STATION RECOVERY (1959)
 OU0226
 OU0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OU0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0233 ***********************************************************************
 OU0233  DESIGNATION -  P 58
 OU0233  PID         -  OU0233
 OU0233  STATE/COUNTY-  WY/CONVERSE
 OU0233  USGS QUAD   -  BILL (1984)
 OU0233
 OU0233                         *CURRENT SURVEY CONTROL
 OU0233  ___________________________________________________________________
 OU0233* NAD 83(1993)-  43 12 21.56344(N)    105 15 36.53161(W)     ADJUSTED  
 OU0233* NAVD 88     -      1443.363  (meters)    4735.43   (feet)  ADJUSTED  
 OU0233  ___________________________________________________________________
 OU0233  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 OU0233  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 OU0233  DYNAMIC HT  -        1442.539 (meters)    4732.73  (feet)  COMP
 OU0233  MODELED GRAV-     979,998.5   (mgal)                       NAVD 88
 OU0233
 OU0233  HORZ ORDER  -  SECOND
 OU0233  VERT ORDER  -  SECOND    CLASS 0
 OU0233
 OU0233.The horizontal coordinates were established by classical geodetic methods
 OU0233.and adjusted by the National Geodetic Survey in January 1997..
 OU0233
 OU0233.The orthometric height was determined by differential leveling
 OU0233.and adjusted by the National Geodetic Survey in June 1991..
 OU0233
 OU0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0233
 OU0233.The geoid height was determined by GEOID03.
 OU0233
 OU0233.The dynamic height is computed by dividing the NAVD 88
 OU0233.geopotential number by the normal gravity value computed on the
 OU0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0233.degrees latitude (g = 980.6199 gals.).
 OU0233
 OU0233.The modeled gravity was interpolated from observed gravity values.
 OU0233
 OU0233;                    North         East     Units Scale Factor Converg.
 OU0233;SPC WY E     -   300,540.980   192,403.456   MT  0.99993821   -0 03 50.4
 OU0233;UTM  13      - 4,783,722.877   478,866.759   MT  0.99960549   -0 10 41.2
 OU0233
 OU0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0233!SPC WY E     -   0.99977609  x   0.99993821  =   0.99971432
 OU0233!UTM  13      -   0.99977609  x   0.99960549  =   0.99938167
 OU0233
 OU0233|---------------------------------------------------------------------|
 OU0233| PID    Reference Object                     Distance      Geod. Az  |
 OU0233|                                                           dddmmss.s |
 OU0233| CP9628 ROUTE 59 STA 1802+75                 17.717 METERS 10013     |
 OU0233| AA4594 P 58 RM 1                            10.113 METERS 22210     |
 OU0233| CP9627 ROUTE 59 STA 1860+00                               2595708.5 |
 OU0233|---------------------------------------------------------------------|
 OU0233
 OU0233                          SUPERSEDED SURVEY CONTROL
 OU0233
 OU0233  NAD 83(1986)-  43 12 21.54291(N)    105 15 36.51430(W) AD(       ) 2
 OU0233  NAD 27      -  43 12 21.66100(N)    105 15 34.58800(W) AD(       ) 2
 OU0233  NGVD 29 (??/??/92) 1442.553  (m)         4732.78   (f) ADJ UNCH    2 0
 OU0233
 OU0233.Superseded values are not recommended for survey control.
 OU0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0233.See file dsdata.txt to determine how the superseded data were derived.
 OU0233
 OU0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7886783723(NAD 83)
 OU0233_MARKER: DB = BENCH MARK DISK
 OU0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0233_STAMPING: P 58 1934
 OU0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0233+STABILITY: SURFACE MOTION
 OU0233
 OU0233  HISTORY     - Date     Condition        Report By
 OU0233  HISTORY     - 1934     MONUMENTED       CGS
 OU0233  HISTORY     - 1955     GOOD             CGS
 OU0233  HISTORY     - 1963     GOOD             NGS
 OU0233  HISTORY     - 1978     GOOD             NGS
 OU0233
 OU0233                          STATION DESCRIPTION
 OU0233
 OU0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0233'33.7 MI N FROM DOUGLAS.
 OU0233'33.7 MILES NORTH ALONG STATE HIGHWAY 185 FROM DOUGLAS, CONVERSE
 OU0233'COUNTY, ABOUT 1.8 MILES SOUTH OF THE COMMUNITY CENTER AT DRY
 OU0233'CREEK, ON THE TOP OF THE FIRST HILL SOUTH OF THE BRIDGE OVER
 OU0233'DRY CREEK, 27.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 OU0233'AND 2.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 OU0233'STAMPED P 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OU0233
 OU0233                          STATION RECOVERY (1955)
 OU0233
 OU0233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0233'THE STATION IS LOCATED ABOUT 32 MILES (AIRLINE) NORTH OF
 OU0233'DOUGLAS, 1.8 MILES SOUTH OF THE BILL POST OFFICE, ON THE WEST
 OU0233'SIDE OF THE HIGHWAY NEAR THE SUMMIT OF A SLIGHT RISE.
 OU0233'
 OU0233'TO REACH THE STATION FROM THE BILL POST OFFICE, GO SOUTH ON
 OU0233'HIGHWAY 59 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OU0233'CONTINUE SOUTH FOR 1.1 MILES TO A SLIGHT RISE AND THE STATION
 OU0233'ON THE RIGHT.
 OU0233'
 OU0233'THE STATION IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 OU0233'STAMPED P 58 1934 SET IN A 6 INCH SQUARE CONCRETE POST WHICH
 OU0233'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS LOCATED 100 FEET
 OU0233'WEST OF THE CENTER LINE OF STATE HIGHWAY 59, 25 FEET WEST OF
 OU0233'A SNOW FENCE AND 7 FEET EAST OF A STANDARD WHITE WITNESS POST.
 OU0233'
 OU0233'REFERENCE MARK 1 IS A STANDARD DISK STAMPED B M P 58 NO 1 1955,
 OU0233'SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES
 OU0233'ABOVE THE GROUND.  IT IS LOCATED 1 FOOT EAST OF THE SNOW FENCE.
 OU0233'
 OU0233'REFERENCE MARK 2 IS A STANDARD STATE HIGHWAY DEPARTMENT
 OU0233'RIGHT-OF-WAY MARKER STAMPED F.A.P. NO. STA. 1802.75 EL. 4729.44,
 OU0233'SET IN A 6 INCH CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE
 OU0233'THE GROUND.  IT IS LOCATED ABOUT 50 FEET EAST OF THE CENTER
 OU0233'LINE OF THE RIGHT-OF-WAY FENCE.
 OU0233'
 OU0233'THE AZIMUTH MARK IS A STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY
 OU0233'MARKER STAMPED F.A.P. NO. STA. 1860.00 EL. 4714.24, SET IN
 OU0233'A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 12 INCHES ABOVE
 OU0233'THE GROUND, LOCATED 1.1 MILES NORTH OF THE STATION, 100 FEET
 OU0233'WEST OF THE CENTER LINE OF HIGHWAY 59 AND 1 FOOT SOUTH OF A
 OU0233'STANDARD WHITE WITNESS POST.
 OU0233'
 OU0233'A 4 FOOT STAND WAS USED.
 OU0233
 OU0233                          STATION RECOVERY (1963)
 OU0233
 OU0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 OU0233'RECOVERED IN GOOD CONDITION.
 OU0233
 OU0233                          STATION RECOVERY (1978)
 OU0233
 OU0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 OU0233'ABOUT 33.7 AT NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 OU0233'U.S. HIGHWAYS 20, 26, 87 AND STATE HIGHWAY 59 IN DOUGLAS, 45 FEET
 OU0233'WEST OF PRESENT HIGHWAY 59 CENTERLINE, 5 FEET WEST OF FENCE LINE AND
 OU0233'3 FEET NORTH OF A METAL WITNESS POST. WHEN HIGHWAY AND RAILROAD CON-
 OU0233'STRUCTION IS COMPLETED, THE MARK WILL BE BETWEEN THE HIGHWAY RIGHT OF
 OU0233'WAY FENCE LINE AND HE NEW BURLINGTON RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4595 ***********************************************************************
 AA4595  DESIGNATION -  P 58 RESET
 AA4595  PID         -  AA4595
 AA4595  STATE/COUNTY-  WY/CONVERSE
 AA4595  USGS QUAD   -  BILL (1984)
 AA4595
 AA4595                         *CURRENT SURVEY CONTROL
 AA4595  ___________________________________________________________________
 AA4595* NAD 83(1986)-  43 12 21.     (N)    105 15 36.     (W)     SCALED    
 AA4595* NAVD 88     -      1443.36   (+/-2cm)    4735.4    (feet)  VERTCON   
 AA4595  ___________________________________________________________________
 AA4595  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 AA4595
 AA4595  VERT ORDER  -  THIRD (See Below)
 AA4595
 AA4595.The horizontal coordinates were scaled from a topographic map and have
 AA4595.an estimated accuracy of +/- 6 seconds.
 AA4595
 AA4595.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4595.The vertical order pertains to the NGVD 29 superseded value.
 AA4595
 AA4595.The geoid height was determined by GEOID03.
 AA4595
 AA4595;                    North         East    Units  Estimated Accuracy
 AA4595;SPC WY E     -   300,520.      192,420.      MT  (+/- 180 meters Scaled)
 AA4595
 AA4595                          SUPERSEDED SURVEY CONTROL
 AA4595
 AA4595  NGVD 29 (03/28/06) 1442.55   (m)         4732.8    (f) RESET       3  
 AA4595
 AA4595.Superseded values are not recommended for survey control.
 AA4595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4595.See file dsdata.txt to determine how the superseded data were derived.
 AA4595
 AA4595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH788837(NAD 83)
 AA4595_MARKER: DV = VERTICAL CONTROL DISK
 AA4595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4595_STAMPING: P 58 RESET 1979
 AA4595_MARK LOGO: NGS   
 AA4595_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4595+STABILITY: SURFACE MOTION
 AA4595
 AA4595  HISTORY     - Date     Condition        Report By
 AA4595  HISTORY     - 1979     MONUMENTED       LOCENG
 AA4595
 AA4595                          STATION DESCRIPTION
 AA4595
 AA4595'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 (FL)
 AA4595'33.7 MILES (54.2 KM) NORTH ALONG STATE HIGHWAY 59 FROM DOUGLAS, ABOUT
 AA4595'1.8 MILES (2.9 KM) SOUTH OF THE COMMUNITY CENTER IN BILL, ON TOP OF
 AA4595'THE FIRST HILL SOUTH OF THE BRIDGE OVER DRY CREEK, 59.0 FEET (18.0 M)
 AA4595'EAST OF THE CENTERLINE OF THE HIGHWAY, 8.2 FEET (2.5 M) EAST OF THE
 AA4595'RIGHT-OF-WAY FENCE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0188 ***********************************************************************
 PV0188  DESIGNATION -  P 60
 PV0188  PID         -  PV0188
 PV0188  STATE/COUNTY-  WY/CROOK
 PV0188  USGS QUAD   -  BONNIE RESERVOIR (1972)
 PV0188
 PV0188                         *CURRENT SURVEY CONTROL
 PV0188  ___________________________________________________________________
 PV0188* NAD 83(1986)-  44 48 35.     (N)    105 04 15.     (W)     SCALED    
 PV0188* NAVD 88     -      1253.836  (meters)    4113.63   (feet)  ADJUSTED  
 PV0188  ___________________________________________________________________
 PV0188  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 PV0188  DYNAMIC HT  -        1253.430 (meters)    4112.29  (feet)  COMP
 PV0188  MODELED GRAV-     980,249.3   (mgal)                       NAVD 88
 PV0188
 PV0188  VERT ORDER  -  SECOND    CLASS 0
 PV0188
 PV0188.The horizontal coordinates were scaled from a topographic map and have
 PV0188.an estimated accuracy of +/- 6 seconds.
 PV0188
 PV0188.The orthometric height was determined by differential leveling
 PV0188.and adjusted by the National Geodetic Survey in June 1991..
 PV0188
 PV0188.The geoid height was determined by GEOID03.
 PV0188
 PV0188.The dynamic height is computed by dividing the NAVD 88
 PV0188.geopotential number by the normal gravity value computed on the
 PV0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0188.degrees latitude (g = 980.6199 gals.).
 PV0188
 PV0188.The modeled gravity was interpolated from observed gravity values.
 PV0188
 PV0188;                    North         East    Units  Estimated Accuracy
 PV0188;SPC WY E     -   478,730.      207,580.      MT  (+/- 180 meters Scaled)
 PV0188
 PV0188                          SUPERSEDED SURVEY CONTROL
 PV0188
 PV0188  NGVD 29 (??/??/92) 1253.198  (m)         4111.53   (f) ADJ UNCH    2 0
 PV0188
 PV0188.Superseded values are not recommended for survey control.
 PV0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0188.See file dsdata.txt to determine how the superseded data were derived.
 PV0188
 PV0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK943618(NAD 83)
 PV0188_MARKER: DB = BENCH MARK DISK
 PV0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0188_STAMPING: P 60 1934
 PV0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0188+STABILITY: SURFACE MOTION
 PV0188
 PV0188  HISTORY     - Date     Condition        Report By
 PV0188  HISTORY     - 1934     MONUMENTED       CGS
 PV0188  HISTORY     - 1953     GOOD             NGS
 PV0188
 PV0188                          STATION DESCRIPTION
 PV0188
 PV0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0188'3.6 MI N FROM STRONER.
 PV0188'ABOUT 3.6 MILES NORTH ALONG THE ROAD LEADING TO ROCKYPOINT
 PV0188'FROM STRONER, CROOK COUNTY, NEAR THE CENTER OF A FLAT BENCH
 PV0188'ON THE NORTH SLOPE OF A LONG HILL, 30 FEET SOUTHWEST OF THE
 PV0188'CENTER LINE OF THE ROAD, AND 3.0 FEET NORTHEAST OF THE
 PV0188'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 60 1934 AND SET
 PV0188'IN THE TOP OF A CONCRETE POST.
 PV0188
 PV0188                          STATION RECOVERY (1953)
 PV0188
 PV0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PV0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0130 ***********************************************************************
 PV0130  DESIGNATION -  P 61
 PV0130  PID         -  PV0130
 PV0130  STATE/COUNTY-  WY/CROOK
 PV0130  USGS QUAD   -  WONDER VIEW (1984)
 PV0130
 PV0130                         *CURRENT SURVEY CONTROL
 PV0130  ___________________________________________________________________
 PV0130* NAD 83(1986)-  44 27 29.     (N)    104 38 38.     (W)     SCALED    
 PV0130* NAVD 88     -      1457.875  (meters)    4783.04   (feet)  ADJUSTED  
 PV0130  ___________________________________________________________________
 PV0130  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 PV0130  DYNAMIC HT  -        1457.330 (meters)    4781.26  (feet)  COMP
 PV0130  MODELED GRAV-     980,191.0   (mgal)                       NAVD 88
 PV0130
 PV0130  VERT ORDER  -  SECOND    CLASS 0
 PV0130
 PV0130.The horizontal coordinates were scaled from a topographic map and have
 PV0130.an estimated accuracy of +/- 6 seconds.
 PV0130
 PV0130.The orthometric height was determined by differential leveling
 PV0130.and adjusted by the National Geodetic Survey in June 1991..
 PV0130
 PV0130.The geoid height was determined by GEOID03.
 PV0130
 PV0130.The dynamic height is computed by dividing the NAVD 88
 PV0130.geopotential number by the normal gravity value computed on the
 PV0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0130.degrees latitude (g = 980.6199 gals.).
 PV0130
 PV0130.The modeled gravity was interpolated from observed gravity values.
 PV0130
 PV0130;                    North         East    Units  Estimated Accuracy
 PV0130;SPC WY E     -   439,780.      241,600.      MT  (+/- 180 meters Scaled)
 PV0130
 PV0130                          SUPERSEDED SURVEY CONTROL
 PV0130
 PV0130  NGVD 29 (??/??/92) 1457.261  (m)         4781.03   (f) ADJ UNCH    2 0
 PV0130
 PV0130.Superseded values are not recommended for survey control.
 PV0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0130.See file dsdata.txt to determine how the superseded data were derived.
 PV0130
 PV0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK283228(NAD 83)
 PV0130_MARKER: DB = BENCH MARK DISK
 PV0130_SETTING: 80 = SET IN A BOULDER
 PV0130_SP_SET: BOULDER
 PV0130_STAMPING: P 61 1934
 PV0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0130+STABILITY: SURFACE MOTION
 PV0130
 PV0130  HISTORY     - Date     Condition        Report By
 PV0130  HISTORY     - 1934     MONUMENTED       CGS
 PV0130  HISTORY     - 1957     MARK NOT FOUND   USGS
 PV0130
 PV0130                          STATION DESCRIPTION
 PV0130
 PV0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0130'10.4 MI SE FROM CARLILE.
 PV0130'10.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PV0130'AT CARLILE, CROOK COUNTY, ABOUT 0.3 MILE WEST OF THE TOP OF A
 PV0130'HILL, AT THE EDGE OF A CUT IN THE HILL, 27 FEET NORTH OF THE
 PV0130'CENTER LINE OF THE HIGHWAY, NEAR A PYRAMID OF SMALL ROCKS,
 PV0130'IN THE TOP OF A LARGE SANDSTONE BOULDER, AND ABOUT 3 FEET HIGHER
 PV0130'THAN THE ROADWAY.  A STANDARD DISK, STAMPED P 61 1934.
 PV0130
 PV0130                          STATION RECOVERY (1957)
 PV0130
 PV0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 PV0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0675 ***********************************************************************
 PV0675  DESIGNATION -  P 61 RESET
 PV0675  PID         -  PV0675
 PV0675  STATE/COUNTY-  WY/CROOK
 PV0675  USGS QUAD   -  WONDER VIEW (1984)
 PV0675
 PV0675                         *CURRENT SURVEY CONTROL
 PV0675  ___________________________________________________________________
 PV0675* NAD 83(1986)-  44 27 29.     (N)    104 38 38.     (W)     SCALED    
 PV0675* NAVD 88     -      1469.19   (meters)    4820.2    (feet)  RESET     
 PV0675  ___________________________________________________________________
 PV0675  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 PV0675
 PV0675  VERT ORDER  -  THIRD
 PV0675
 PV0675.The horizontal coordinates were scaled from a topographic map and have
 PV0675.an estimated accuracy of +/- 6 seconds.
 PV0675
 PV0675.The orthometric height was computed from unverified reset data.
 PV0675
 PV0675.The geoid height was determined by GEOID03.
 PV0675
 PV0675;                    North         East    Units  Estimated Accuracy
 PV0675;SPC WY E     -   439,780.      241,600.      MT  (+/- 180 meters Scaled)
 PV0675
 PV0675                          SUPERSEDED SURVEY CONTROL
 PV0675
 PV0675  NGVD 29 (03/28/06) 1468.57   (m)         4818.1    (f) RESET       3  
 PV0675
 PV0675.Superseded values are not recommended for survey control.
 PV0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0675.See file dsdata.txt to determine how the superseded data were derived.
 PV0675
 PV0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK283228(NAD 83)
 PV0675_MARKER: DV = VERTICAL CONTROL DISK
 PV0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0675_SP_SET: CONCRETE POST
 PV0675_STAMPING: P 61 RESET 1980
 PV0675_MARK LOGO: NGS   
 PV0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0675+STABILITY: SURFACE MOTION
 PV0675
 PV0675  HISTORY     - Date     Condition        Report By
 PV0675  HISTORY     - 1980     MONUMENTED       WYHD
 PV0675
 PV0675                          STATION DESCRIPTION
 PV0675
 PV0675'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1980
 PV0675'10.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE IN
 PV0675'CARLILE, ABOUT 0.3 MILE WEST OF THE TOP OF THE HILL, AT THE EDGE OF A
 PV0675'CUT IN THE HILL, 72 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 150
 PV0675'FEET NORTH OF A STOCKPASS AND 3 FEET WEST OF AN END PANEL FOR RANCH
 PV0675'CORRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0079 ***********************************************************************
 PV0079  DESIGNATION -  P 62
 PV0079  PID         -  PV0079
 PV0079  STATE/COUNTY-  WY/WESTON
 PV0079  USGS QUAD   -  FOUR CORNERS (1984)
 PV0079
 PV0079                         *CURRENT SURVEY CONTROL
 PV0079  ___________________________________________________________________
 PV0079* NAD 83(1986)-  44 03 06.     (N)    104 08 40.     (W)     SCALED    
 PV0079* NAVD 88     -      1727.112  (meters)    5666.37   (feet)  ADJUSTED  
 PV0079  ___________________________________________________________________
 PV0079  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 PV0079  DYNAMIC HT  -        1726.280 (meters)    5663.64  (feet)  COMP
 PV0079  MODELED GRAV-     980,074.4   (mgal)                       NAVD 88
 PV0079
 PV0079  VERT ORDER  -  SECOND    CLASS 0
 PV0079
 PV0079.The horizontal coordinates were scaled from a topographic map and have
 PV0079.an estimated accuracy of +/- 6 seconds.
 PV0079
 PV0079.The orthometric height was determined by differential leveling
 PV0079.and adjusted by the National Geodetic Survey in June 1991..
 PV0079
 PV0079.The geoid height was determined by GEOID03.
 PV0079
 PV0079.The dynamic height is computed by dividing the NAVD 88
 PV0079.geopotential number by the normal gravity value computed on the
 PV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0079.degrees latitude (g = 980.6199 gals.).
 PV0079
 PV0079.The modeled gravity was interpolated from observed gravity values.
 PV0079
 PV0079;                    North         East    Units  Estimated Accuracy
 PV0079;SPC WY E     -   395,000.      281,910.      MT  (+/- 180 meters Scaled)
 PV0079
 PV0079                          SUPERSEDED SURVEY CONTROL
 PV0079
 PV0079  NGVD 29 (??/??/92) 1726.399  (m)         5664.03   (f) ADJ UNCH    2 0
 PV0079
 PV0079.Superseded values are not recommended for survey control.
 PV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0079.See file dsdata.txt to determine how the superseded data were derived.
 PV0079
 PV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ685779(NAD 83)
 PV0079_MARKER: DB = BENCH MARK DISK
 PV0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0079_STAMPING: P-62-1934
 PV0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0079+STABILITY: SURFACE MOTION
 PV0079
 PV0079  HISTORY     - Date     Condition        Report By
 PV0079  HISTORY     - 1934     MONUMENTED       CGS
 PV0079  HISTORY     - 1957     GOOD             NGS
 PV0079  HISTORY     - 1979     GOOD             NGS
 PV0079
 PV0079                          STATION DESCRIPTION
 PV0079
 PV0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0079'15.9 MI NE FROM NEWCASTLE.
 PV0079'15.9 MILES NORTHEAST ON HIGHWAY.  ALONG U.S. HIGHWAY NO. 85
 PV0079'BETWEEN LEAD, SOUTH DAKOTA AND NEWCASTLE, WYOMING, IN SOUTHWEST
 PV0079'FENCE CORNER 4.0 FEET EAST OF EAST RIGHT OF WAY FENCE, 3.4 FEET
 PV0079'NORTH OF EAST AND WEST FENCE LINE, 44.6 FEET EAST OF CENTERLINE
 PV0079'OF U.S. HIGHWAY NO. 85, 15.9 MILES NORTH OF NEWCASTLE, AND 2.1
 PV0079'MILES SOUTH OF JUNCTION OF U.S. HIGHWAY NO. 85 AND STATE HIGHWAY
 PV0079'NO. 585.  STANDARD DISK STAMPED P 62 1934.
 PV0079
 PV0079                          STATION RECOVERY (1957)
 PV0079
 PV0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PV0079'RECOVERED IN GOOD CONDITION.
 PV0079
 PV0079                          STATION RECOVERY (1979)
 PV0079
 PV0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 PV0079'FROM FOUR CORNERS POST OFFICE GO SOUTH ON U.S. 85 FOR 2.0 MI. TO LONG
 PV0079'DRIVEWAY E., THENCE E. ON DRIVEWAY 0.25 MI. TO OLD HIGHWAY, THENCE
 PV0079'LEFT, NORTH FOR 0.17 MI. TO CROSS FENCE AND BM ON RIGHT. A STANDARD
 PV0079'CAP IN A CONCRETE POST PROJECTING 0.3 FT., IN FENCE CORNER 44 FT.
 PV0079'EAST OF OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0098 ***********************************************************************
 NQ0098  DESIGNATION -  P 63
 NQ0098  PID         -  NQ0098
 NQ0098  STATE/COUNTY-  WY/GOSHEN
 NQ0098  USGS QUAD   -  TORRINGTON (1990)
 NQ0098
 NQ0098                         *CURRENT SURVEY CONTROL
 NQ0098  ___________________________________________________________________
 NQ0098* NAD 83(1986)-  42 01 52.     (N)    104 12 39.     (W)     SCALED    
 NQ0098* NAVD 88     -      1253.288  (meters)    4111.83   (feet)  ADJUSTED  
 NQ0098  ___________________________________________________________________
 NQ0098  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 NQ0098  DYNAMIC HT  -        1252.488 (meters)    4109.20  (feet)  COMP
 NQ0098  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 NQ0098
 NQ0098  VERT ORDER  -  SECOND    CLASS 0
 NQ0098
 NQ0098.The horizontal coordinates were scaled from a topographic map and have
 NQ0098.an estimated accuracy of +/- 6 seconds.
 NQ0098
 NQ0098.The orthometric height was determined by differential leveling
 NQ0098.and adjusted by the National Geodetic Survey in June 1991..
 NQ0098
 NQ0098.The geoid height was determined by GEOID03.
 NQ0098
 NQ0098.The dynamic height is computed by dividing the NAVD 88
 NQ0098.geopotential number by the normal gravity value computed on the
 NQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0098.degrees latitude (g = 980.6199 gals.).
 NQ0098
 NQ0098.The modeled gravity was interpolated from observed gravity values.
 NQ0098
 NQ0098;                    North         East    Units  Estimated Accuracy
 NQ0098;SPC WY E     -   170,480.      279,150.      MT  (+/- 180 meters Scaled)
 NQ0098
 NQ0098                          SUPERSEDED SURVEY CONTROL
 NQ0098
 NQ0098  NGVD 29 (??/??/92) 1252.545  (m)         4109.39   (f) ADJ UNCH    2 0
 NQ0098
 NQ0098.Superseded values are not recommended for survey control.
 NQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0098.See file dsdata.txt to determine how the superseded data were derived.
 NQ0098
 NQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG653535(NAD 83)
 NQ0098_MARKER: DB = BENCH MARK DISK
 NQ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0098_STAMPING: P 63 1934
 NQ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0098+STABILITY: SURFACE MOTION
 NQ0098
 NQ0098  HISTORY     - Date     Condition        Report By
 NQ0098  HISTORY     - 1934     MONUMENTED       CGS
 NQ0098  HISTORY     - 1963     MARK NOT FOUND   USGS
 NQ0098
 NQ0098                          STATION DESCRIPTION
 NQ0098
 NQ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0098'2 MI SW FROM SOUTH TORRINGTON.
 NQ0098'2.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 NQ0098'STATION AT SOUTH TORRINGTON, AT THE NORTHEAST CORNER OF SEC. 21,
 NQ0098'T. 24 N., R. 61 W., AT A ROAD CROSSING, 34 FEET SOUTH OF THE
 NQ0098'ROAD, 41.3 FEET NORTHWEST OF THE NORTH RAIL, 15 FEET EAST OF A
 NQ0098'FENCE CORNER, AND 1.2 FEET NORTH OF THE FENCE.  A STANDARD DISK,
 NQ0098'STAMPED P 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NQ0098
 NQ0098                          STATION RECOVERY (1963)
 NQ0098
 NQ0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NQ0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0649 ***********************************************************************
 MO0649  DESIGNATION -  P 65
 MO0649  PID         -  MO0649
 MO0649  STATE/COUNTY-  WY/ALBANY
 MO0649  USGS QUAD   -  MILLBROOK (1992)
 MO0649
 MO0649                         *CURRENT SURVEY CONTROL
 MO0649  ___________________________________________________________________
 MO0649* NAD 83(1986)-  41 18 18.     (N)    105 59 01.     (W)     SCALED    
 MO0649* NAVD 88     -      2282.901  (meters)    7489.82   (feet)  ADJUSTED  
 MO0649  ___________________________________________________________________
 MO0649  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 MO0649  DYNAMIC HT  -        2280.819 (meters)    7482.99  (feet)  COMP
 MO0649  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 MO0649
 MO0649  VERT ORDER  -  FIRST     CLASS II
 MO0649
 MO0649.The horizontal coordinates were scaled from a topographic map and have
 MO0649.an estimated accuracy of +/- 6 seconds.
 MO0649
 MO0649.The orthometric height was determined by differential leveling
 MO0649.and adjusted by the National Geodetic Survey in June 1991..
 MO0649
 MO0649.The geoid height was determined by GEOID03.
 MO0649
 MO0649.The dynamic height is computed by dividing the NAVD 88
 MO0649.geopotential number by the normal gravity value computed on the
 MO0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0649.degrees latitude (g = 980.6199 gals.).
 MO0649
 MO0649.The modeled gravity was interpolated from observed gravity values.
 MO0649
 MO0649;                    North         East    Units  Estimated Accuracy
 MO0649;SPC WY E     -    89,710.      131,590.      MT  (+/- 180 meters Scaled)
 MO0649
 MO0649                          SUPERSEDED SURVEY CONTROL
 MO0649
 MO0649  NGVD 29 (??/??/92) 2281.744  (m)         7486.02   (f) ADJ UNCH    1 2
 MO0649
 MO0649.Superseded values are not recommended for survey control.
 MO0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0649.See file dsdata.txt to determine how the superseded data were derived.
 MO0649
 MO0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF176730(NAD 83)
 MO0649_MARKER: DB = BENCH MARK DISK
 MO0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0649_SP_SET: FOOTING
 MO0649_STAMPING: P 65 1934
 MO0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0649
 MO0649  HISTORY     - Date     Condition        Report By
 MO0649  HISTORY     - 1934     MONUMENTED       CGS
 MO0649  HISTORY     - 1956     GOOD             NGS
 MO0649
 MO0649                          STATION DESCRIPTION
 MO0649
 MO0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0649'8.2 MI E FROM CENTENNIAL.
 MO0649'8.2 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MO0649'RAILROAD FROM THE STATION AT CENTENNIAL, 17 POLES WEST OF MILEPOST
 MO0649'21, 116 YARDS WEST OF BRIDGE 21.50 OVER THE LITTLE LARAMIE RIVER,
 MO0649'9.5 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE NORTHWEST
 MO0649'CORNER OF THE NORTHWEST CONCRETE FOOTING OF AN OLD WATER TANK,
 MO0649'IN THE SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 16 NORTH, RANGE 77
 MO0649'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0086 ***********************************************************************
 MP0086  DESIGNATION -  P 66
 MP0086  PID         -  MP0086
 MP0086  STATE/COUNTY-  WY/ALBANY
 MP0086  USGS QUAD   -  FOXPARK (1992)
 MP0086
 MP0086                         *CURRENT SURVEY CONTROL
 MP0086  ___________________________________________________________________
 MP0086* NAD 83(1986)-  41 07 25.     (N)    106 08 50.     (W)     SCALED    
 MP0086* NAVD 88     -      2732.235  (meters)    8964.01   (feet)  ADJUSTED  
 MP0086  ___________________________________________________________________
 MP0086  GEOID HEIGHT-         -10.62  (meters)                     GEOID03
 MP0086  DYNAMIC HT  -        2729.550 (meters)    8955.20  (feet)  COMP
 MP0086  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 MP0086
 MP0086  VERT ORDER  -  FIRST     CLASS II
 MP0086
 MP0086.The horizontal coordinates were scaled from a topographic map and have
 MP0086.an estimated accuracy of +/- 6 seconds.
 MP0086
 MP0086.The orthometric height was determined by differential leveling
 MP0086.and adjusted by the National Geodetic Survey in June 1991..
 MP0086
 MP0086.The geoid height was determined by GEOID03.
 MP0086
 MP0086.The dynamic height is computed by dividing the NAVD 88
 MP0086.geopotential number by the normal gravity value computed on the
 MP0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0086.degrees latitude (g = 980.6199 gals.).
 MP0086
 MP0086.The modeled gravity was interpolated from observed gravity values.
 MP0086
 MP0086;                    North         East    Units  Estimated Accuracy
 MP0086;SPC WY E     -    69,710.      117,660.      MT  (+/- 180 meters Scaled)
 MP0086
 MP0086                          SUPERSEDED SURVEY CONTROL
 MP0086
 MP0086  NGVD 29 (??/??/92) 2730.938  (m)         8959.75   (f) ADJ UNCH    1 2
 MP0086
 MP0086.Superseded values are not recommended for survey control.
 MP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0086.See file dsdata.txt to determine how the superseded data were derived.
 MP0086
 MP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF036531(NAD 83)
 MP0086_MARKER: DB = BENCH MARK DISK
 MP0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0086_STAMPING: P 66 1934
 MP0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0086+STABILITY: SURFACE MOTION
 MP0086
 MP0086  HISTORY     - Date     Condition        Report By
 MP0086  HISTORY     - 1934     MONUMENTED       CGS
 MP0086  HISTORY     - 1956     GOOD             NGS
 MP0086
 MP0086                          STATION DESCRIPTION
 MP0086
 MP0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0086'3.6 MI N FROM FOXPARK.
 MP0086'3.6 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0086'RAILROAD FROM THE STATION AT FOXPARK, 65 FEET EAST OF MILEPOST 51, 51
 MP0086'FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 30.6 FEET NORTH OF THE
 MP0086'NORTH RAIL, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MP0086'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION 3,
 MP0086'TOWNSHIP 13 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0132 ***********************************************************************
 NT0132  DESIGNATION -  P 67
 NT0132  PID         -  NT0132
 NT0132  STATE/COUNTY-  WY/LINCOLN
 NT0132  USGS QUAD   -  GROVER (1980)
 NT0132
 NT0132                         *CURRENT SURVEY CONTROL
 NT0132  ___________________________________________________________________
 NT0132* NAD 83(1986)-  42 52 11.     (N)    110 58 58.     (W)     SCALED    
 NT0132* NAVD 88     -      1818.466  (meters)    5966.08   (feet)  ADJUSTED  
 NT0132  ___________________________________________________________________
 NT0132  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 NT0132  DYNAMIC HT  -        1817.202 (meters)    5961.94  (feet)  COMP
 NT0132  MODELED GRAV-     979,860.7   (mgal)                       NAVD 88
 NT0132
 NT0132  VERT ORDER  -  SECOND    CLASS 0
 NT0132
 NT0132.The horizontal coordinates were scaled from a topographic map and have
 NT0132.an estimated accuracy of +/- 6 seconds.
 NT0132
 NT0132.The orthometric height was determined by differential leveling
 NT0132.and adjusted by the National Geodetic Survey in June 1991..
 NT0132
 NT0132.The geoid height was determined by GEOID03.
 NT0132
 NT0132.The dynamic height is computed by dividing the NAVD 88
 NT0132.geopotential number by the normal gravity value computed on the
 NT0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0132.degrees latitude (g = 980.6199 gals.).
 NT0132
 NT0132.The modeled gravity was interpolated from observed gravity values.
 NT0132
 NT0132;                    North         East    Units  Estimated Accuracy
 NT0132;SPC WY W     -   363,570.      726,510.      MT  (+/- 180 meters Scaled)
 NT0132
 NT0132                          SUPERSEDED SURVEY CONTROL
 NT0132
 NT0132  NGVD 29 (??/??/92) 1817.216  (m)         5961.98   (f) ADJ UNCH    2 0
 NT0132
 NT0132.Superseded values are not recommended for survey control.
 NT0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0132.See file dsdata.txt to determine how the superseded data were derived.
 NT0132
 NT0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN014463(NAD 83)
 NT0132_MARKER: DB = BENCH MARK DISK
 NT0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0132_SP_SET: ABUTMENT
 NT0132_STAMPING: P 67 1934
 NT0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0132
 NT0132  HISTORY     - Date     Condition        Report By
 NT0132  HISTORY     - 1934     MONUMENTED       CGS
 NT0132  HISTORY     - 1974     MARK NOT FOUND   USGS
 NT0132
 NT0132                          STATION DESCRIPTION
 NT0132
 NT0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0132'6.5 MI N FROM GROVER.
 NT0132'6.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0132'GROVER, LINCOLN COUNTY, 0.4 MILE SOUTH OF THE H.O. MILLER FARMHOUSE,
 NT0132'AT THE LOWER STEEL BRIDGE OVER SALT RIVER, IN THE TOP OF THE EAST
 NT0132'CONCRETE WING WALL OF THE NORTH CONCRETE ABUTMENT, AND 12 FEET EAST OF
 NT0132'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED P 67 1934.
 NT0132
 NT0132                          STATION RECOVERY (1974)
 NT0132
 NT0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NT0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0190 ***********************************************************************
 MR0190  DESIGNATION -  P 70
 MR0190  PID         -  MR0190
 MR0190  STATE/COUNTY-  WY/LINCOLN
 MR0190  USGS QUAD   -  KEMMERER (1985)
 MR0190
 MR0190                         *CURRENT SURVEY CONTROL
 MR0190  ___________________________________________________________________
 MR0190* NAD 83(1986)-  41 48 08.     (N)    110 33 54.     (W)     SCALED    
 MR0190* NAVD 88     -      2121.660  (meters)    6960.81   (feet)  ADJUSTED  
 MR0190  ___________________________________________________________________
 MR0190  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 MR0190  DYNAMIC HT  -        2119.816 (meters)    6954.76  (feet)  COMP
 MR0190  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 MR0190
 MR0190  VERT ORDER  -  SECOND    CLASS 0
 MR0190
 MR0190.The horizontal coordinates were scaled from a topographic map and have
 MR0190.an estimated accuracy of +/- 6 seconds.
 MR0190
 MR0190.The orthometric height was determined by differential leveling
 MR0190.and adjusted by the National Geodetic Survey in June 1991..
 MR0190.WARNING-Repeat measurements at this control monument indicate possible
 MR0190.vertical movement.
 MR0190
 MR0190.The geoid height was determined by GEOID03.
 MR0190
 MR0190.The dynamic height is computed by dividing the NAVD 88
 MR0190.geopotential number by the normal gravity value computed on the
 MR0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0190.degrees latitude (g = 980.6199 gals.).
 MR0190
 MR0190.The modeled gravity was interpolated from observed gravity values.
 MR0190
 MR0190;                    North         East    Units  Estimated Accuracy
 MR0190;SPC WY W     -   244,720.      759,970.      MT  (+/- 180 meters Scaled)
 MR0190
 MR0190                          SUPERSEDED SURVEY CONTROL
 MR0190
 MR0190  NGVD 29 (??/??/92) 2120.261  (m)         6956.22   (f) ADJ UNCH    2 0
 MR0190
 MR0190.Superseded values are not recommended for survey control.
 MR0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0190.See file dsdata.txt to determine how the superseded data were derived.
 MR0190
 MR0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM361279(NAD 83)
 MR0190_MARKER: DB = BENCH MARK DISK
 MR0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0190_STAMPING: P 70 1934
 MR0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0190+STABILITY: SURFACE MOTION
 MR0190
 MR0190  HISTORY     - Date     Condition        Report By
 MR0190  HISTORY     - 1934     MONUMENTED       CGS
 MR0190  HISTORY     - 1966     GOOD             NGS
 MR0190  HISTORY     - 1981     GOOD             LOCSUR
 MR0190
 MR0190                          STATION DESCRIPTION
 MR0190
 MR0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0190'1.65 MI W FROM KEMMERER.
 MR0190'1.65 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0190'KEMMERER, 2 POLES WEST OF MILEPOLE 41.5, 96.6 FEET SOUTH OF THE SOUTH
 MR0190'RAIL OF THE SOUTH TRACK, 47 FEET SOUTHWEST OF TELEPHONE POLE 28M, 16
 MR0190'FEET EAST OF THE EAST END OF AN IRON POLE GATE, 1.3 FEET NORTH OF A
 MR0190'FENCE, 1.3 FEET EAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 MR0190'TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 MR0190'ABOVE THE GROUND.
 MR0190
 MR0190                          STATION RECOVERY (1981)
 MR0190
 MR0190'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MR0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0296 ***********************************************************************
 MQ0296  DESIGNATION -  P 71
 MQ0296  PID         -  MQ0296
 MQ0296  STATE/COUNTY-  WY/SWEETWATER
 MQ0296  USGS QUAD   -  BIG ISLAND BRIDGE (1980)
 MQ0296
 MQ0296                         *CURRENT SURVEY CONTROL
 MQ0296  ___________________________________________________________________
 MQ0296* NAD 83(1986)-  41 45 51.     (N)    109 44 04.     (W)     SCALED    
 MQ0296* NAVD 88     -      1895.373  (meters)    6218.40   (feet)  ADJUSTED  
 MQ0296  ___________________________________________________________________
 MQ0296  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MQ0296  DYNAMIC HT  -        1893.800 (meters)    6213.24  (feet)  COMP
 MQ0296  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 MQ0296
 MQ0296  VERT ORDER  -  SECOND    CLASS 0
 MQ0296
 MQ0296.The horizontal coordinates were scaled from a topographic map and have
 MQ0296.an estimated accuracy of +/- 6 seconds.
 MQ0296
 MQ0296.The orthometric height was determined by differential leveling
 MQ0296.and adjusted by the National Geodetic Survey in June 1991..
 MQ0296
 MQ0296.The geoid height was determined by GEOID03.
 MQ0296
 MQ0296.The dynamic height is computed by dividing the NAVD 88
 MQ0296.geopotential number by the normal gravity value computed on the
 MQ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0296.degrees latitude (g = 980.6199 gals.).
 MQ0296
 MQ0296.The modeled gravity was interpolated from observed gravity values.
 MQ0296
 MQ0296;                    North         East    Units  Estimated Accuracy
 MQ0296;SPC WYWC     -   140,850.      518,140.      MT  (+/- 180 meters Scaled)
 MQ0296
 MQ0296                          SUPERSEDED SURVEY CONTROL
 MQ0296
 MQ0296  NGVD 29 (??/??/92) 1894.118  (m)         6214.29   (f) ADJ UNCH    2 0
 MQ0296
 MQ0296.Superseded values are not recommended for survey control.
 MQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0296.See file dsdata.txt to determine how the superseded data were derived.
 MQ0296
 MQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM051243(NAD 83)
 MQ0296_MARKER: DB = BENCH MARK DISK
 MQ0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0296_SP_SET: CAISSON
 MQ0296_STAMPING: P 71 1934
 MQ0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0296
 MQ0296  HISTORY     - Date     Condition        Report By
 MQ0296  HISTORY     - 1934     MONUMENTED       CGS
 MQ0296
 MQ0296                          STATION DESCRIPTION
 MQ0296
 MQ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0296'19.9 MI NE FROM GRANGER.
 MQ0296'ABOUT 19.9 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0296'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT
 MQ0296'2.6 MILES EAST OF THE INTERSECTION WITH THE YELLOWSTONE ROAD, AT THE
 MQ0296'FOOT OF THE NORTHEAST STEEL ARCH OF THE BRIDGE OVER GREEN RIVER, AND
 MQ0296'IN THE TOP OF A 4-FOOT CONCRETE FILLED STEEL CAISSON.  A STANDARD
 MQ0296'DISK, STAMPED P 71 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0348 ***********************************************************************
 MP0348  DESIGNATION -  P 72
 MP0348  PID         -  MP0348
 MP0348  STATE/COUNTY-  WY/CARBON
 MP0348  USGS QUAD   -  DIXON (1982)
 MP0348
 MP0348                         *CURRENT SURVEY CONTROL
 MP0348  ___________________________________________________________________
 MP0348* NAD 83(1986)-  41 01 19.     (N)    107 36 38.     (W)     SCALED    
 MP0348* NAVD 88     -      1935.284  (meters)    6349.34   (feet)  ADJUSTED  
 MP0348  ___________________________________________________________________
 MP0348  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MP0348  DYNAMIC HT  -        1933.525 (meters)    6343.57  (feet)  COMP
 MP0348  MODELED GRAV-     979,646.8   (mgal)                       NAVD 88
 MP0348
 MP0348  VERT ORDER  -  SECOND    CLASS 0
 MP0348
 MP0348.The horizontal coordinates were scaled from a topographic map and have
 MP0348.an estimated accuracy of +/- 6 seconds.
 MP0348
 MP0348.The orthometric height was determined by differential leveling
 MP0348.and adjusted by the National Geodetic Survey in June 1991..
 MP0348
 MP0348.The geoid height was determined by GEOID03.
 MP0348
 MP0348.The dynamic height is computed by dividing the NAVD 88
 MP0348.geopotential number by the normal gravity value computed on the
 MP0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0348.degrees latitude (g = 980.6199 gals.).
 MP0348
 MP0348.The modeled gravity was interpolated from observed gravity values.
 MP0348
 MP0348;                    North         East    Units  Estimated Accuracy
 MP0348;SPC WYEC     -   158,000.      376,690.      MT  (+/- 180 meters Scaled)
 MP0348
 MP0348                          SUPERSEDED SURVEY CONTROL
 MP0348
 MP0348  NGVD 29 (??/??/92) 1934.083  (m)         6345.40   (f) ADJ UNCH    2 0
 MP0348
 MP0348.Superseded values are not recommended for survey control.
 MP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0348.See file dsdata.txt to determine how the superseded data were derived.
 MP0348
 MP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF805444(NAD 83)
 MP0348_MARKER: DB = BENCH MARK DISK
 MP0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0348_STAMPING: P 72 1934
 MP0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0348+STABILITY: SURFACE MOTION
 MP0348
 MP0348  HISTORY     - Date     Condition        Report By
 MP0348  HISTORY     - 1934     MONUMENTED       CGS
 MP0348  HISTORY     - 1957     GOOD             USGS
 MP0348
 MP0348                          STATION DESCRIPTION
 MP0348
 MP0348'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MP0348'2.7 MI E FROM BAGGS.
 MP0348'AT THE JUNCTION OF HIGHWAYS 789 AND DIXON SECONDARY, 2.7 MILES EAST OF
 MP0348'BAGGS, ALONG THE DIXON SECONDARY, 66 FEET SOUTHWEST OF THE SOUTHWEST
 MP0348'CORNER OF A LOG HOUSE, 50 FEET EAST AND 76 FEET NORTH OF THE
 MP0348'CENTERLINE OF A T-ROAD LEADING NORTH, AND 2 FEET NORTH OF AN
 MP0348'EAST-AND-WEST FENCE LINE.  A STANDARD DISK, STAMPED P 72 1934 AND SET
 MP0348'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0086 ***********************************************************************
 MR0086  DESIGNATION -  P 73
 MR0086  PID         -  MR0086
 MR0086  STATE/COUNTY-  WY/UINTA
 MR0086  USGS QUAD   -  REED RESERVOIR (1980)
 MR0086
 MR0086                         *CURRENT SURVEY CONTROL
 MR0086  ___________________________________________________________________
 MR0086* NAD 83(1986)-  41 14 38.     (N)    110 12 30.     (W)     SCALED    
 MR0086* NAVD 88     -      2082.273  (meters)    6831.59   (feet)  ADJUSTED  
 MR0086  ___________________________________________________________________
 MR0086  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MR0086  DYNAMIC HT  -        2080.387 (meters)    6825.40  (feet)  COMP
 MR0086  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 MR0086
 MR0086  VERT ORDER  -  SECOND    CLASS 0
 MR0086
 MR0086.The horizontal coordinates were scaled from a topographic map and have
 MR0086.an estimated accuracy of +/- 6 seconds.
 MR0086
 MR0086.The orthometric height was determined by differential leveling
 MR0086.and adjusted by the National Geodetic Survey in June 1991..
 MR0086
 MR0086.The geoid height was determined by GEOID03.
 MR0086
 MR0086.The dynamic height is computed by dividing the NAVD 88
 MR0086.geopotential number by the normal gravity value computed on the
 MR0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0086.degrees latitude (g = 980.6199 gals.).
 MR0086
 MR0086.The modeled gravity was interpolated from observed gravity values.
 MR0086
 MR0086;                    North         East    Units  Estimated Accuracy
 MR0086;SPC WY W     -   182,610.      789,520.      MT  (+/- 180 meters Scaled)
 MR0086
 MR0086                          SUPERSEDED SURVEY CONTROL
 MR0086
 MR0086  NGVD 29 (??/??/92) 2080.939  (m)         6827.21   (f) ADJ UNCH    2 0
 MR0086
 MR0086.Superseded values are not recommended for survey control.
 MR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0086.See file dsdata.txt to determine how the superseded data were derived.
 MR0086
 MR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL663661(NAD 83)
 MR0086_MARKER: DB = BENCH MARK DISK
 MR0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0086_STAMPING: P 73 1934
 MR0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0086+STABILITY: SURFACE MOTION
 MR0086
 MR0086  HISTORY     - Date     Condition        Report By
 MR0086  HISTORY     - 1934     MONUMENTED       CGS
 MR0086
 MR0086                          STATION DESCRIPTION
 MR0086
 MR0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0086'10.9 MI S FROM LYMAN.
 MR0086'10.9 MILES SOUTH ALONG THE ROAD LEADING TO LONETREE FROM THE HIGH
 MR0086'SCHOOL AT LYMAN, UINTA COUNTY, 0.6 MILE NORTH OF THE JUNCTION OF A
 MR0086'ROAD LEADING TO MOUNTAINVIEW, 400 FEET NORTH OF A CURVE, 150 FEET
 MR0086'NORTH OF A DIP IN THE ROAD, ON THE NORTH BREAK OF A SUMMIT, AND 45
 MR0086'FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED P
 MR0086'73 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0129 ***********************************************************************
 MP0129  DESIGNATION -  P 75
 MP0129  PID         -  MP0129
 MP0129  STATE/COUNTY-  WY/CARBON
 MP0129  USGS QUAD   -  COW CREEK (1961)
 MP0129
 MP0129                         *CURRENT SURVEY CONTROL
 MP0129  ___________________________________________________________________
 MP0129* NAD 83(1986)-  41 19 54.     (N)    106 43 48.     (W)     SCALED    
 MP0129* NAVD 88     -      2114.751  (meters)    6938.15   (feet)  ADJUSTED  
 MP0129  ___________________________________________________________________
 MP0129  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 MP0129  DYNAMIC HT  -        2112.872 (meters)    6931.98  (feet)  COMP
 MP0129  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 MP0129
 MP0129  VERT ORDER  -  SECOND    CLASS 0
 MP0129
 MP0129.The horizontal coordinates were scaled from a topographic map and have
 MP0129.an estimated accuracy of +/- 6 seconds.
 MP0129
 MP0129.The orthometric height was determined by differential leveling
 MP0129.and adjusted by the National Geodetic Survey in June 1991..
 MP0129
 MP0129.The geoid height was determined by GEOID03.
 MP0129
 MP0129.The dynamic height is computed by dividing the NAVD 88
 MP0129.geopotential number by the normal gravity value computed on the
 MP0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0129.degrees latitude (g = 980.6199 gals.).
 MP0129
 MP0129.The modeled gravity was interpolated from observed gravity values.
 MP0129
 MP0129;                    North         East    Units  Estimated Accuracy
 MP0129;SPC WYEC     -   192,530.      450,500.      MT  (+/- 180 meters Scaled)
 MP0129
 MP0129                          SUPERSEDED SURVEY CONTROL
 MP0129
 MP0129  NGVD 29 (??/??/92) 2113.574  (m)         6934.28   (f) ADJ UNCH    2 0
 MP0129
 MP0129.Superseded values are not recommended for survey control.
 MP0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0129.See file dsdata.txt to determine how the superseded data were derived.
 MP0129
 MP0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF552770(NAD 83)
 MP0129_MARKER: DB = BENCH MARK DISK
 MP0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0129_STAMPING: P 75 1934
 MP0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0129+STABILITY: SURFACE MOTION
 MP0129
 MP0129  HISTORY     - Date     Condition        Report By
 MP0129  HISTORY     - 1934     MONUMENTED       CGS
 MP0129  HISTORY     - 1961     MARK NOT FOUND   USGS
 MP0129
 MP0129                          STATION DESCRIPTION
 MP0129
 MP0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0129'11.4 MI N FROM ENCAMPMENT.
 MP0129'11.4 MILES NORTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD
 MP0129'FROM THE STATION AT ENCAMPMENT, 1320 FEET NORTH OF MILEPOST 34, 315
 MP0129'FEET SOUTH OF THE CROSSING OF THE R.M. BALDWIN ROAD, 305 FEET
 MP0129'SOUTHWEST OF A LOG CABIN, 160 FEET NORTH OF A ROCK CULVERT, 60 FEET
 MP0129'EAST OF THE CENTERLINE OF THE TRACK, AND 7 FEET EAST OF A SLUE BANK. A
 MP0129'STANDARD DISK, STAMPED P 75 1934 AND SET IN THE TOP OF CONCRETE POST.
 MP0129
 MP0129                          STATION RECOVERY (1961)
 MP0129
 MP0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MP0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0205 ***********************************************************************
 MP0205  DESIGNATION -  P 76
 MP0205  PID         -  MP0205
 MP0205  STATE/COUNTY-  WY/CARBON
 MP0205  USGS QUAD   -  FORT STEELE (1971)
 MP0205
 MP0205                         *CURRENT SURVEY CONTROL
 MP0205  ___________________________________________________________________
 MP0205* NAD 83(1986)-  41 46 38.     (N)    106 56 43.     (W)     SCALED    
 MP0205* NAVD 88     -      1984.755  (meters)    6511.65   (feet)  ADJUSTED  
 MP0205  ___________________________________________________________________
 MP0205  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 MP0205  DYNAMIC HT  -        1983.085 (meters)    6506.17  (feet)  COMP
 MP0205  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 MP0205
 MP0205  VERT ORDER  -  FIRST     CLASS II
 MP0205
 MP0205.The horizontal coordinates were scaled from a topographic map and have
 MP0205.an estimated accuracy of +/- 6 seconds.
 MP0205
 MP0205.The orthometric height was determined by differential leveling
 MP0205.and adjusted by the National Geodetic Survey in June 1991..
 MP0205.WARNING-Repeat measurements at this control monument indicate possible
 MP0205.vertical movement.
 MP0205
 MP0205.The geoid height was determined by GEOID03.
 MP0205
 MP0205.The dynamic height is computed by dividing the NAVD 88
 MP0205.geopotential number by the normal gravity value computed on the
 MP0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0205.degrees latitude (g = 980.6199 gals.).
 MP0205
 MP0205.The modeled gravity was interpolated from observed gravity values.
 MP0205
 MP0205;                    North         East    Units  Estimated Accuracy
 MP0205;SPC WYEC     -   241,910.      432,260.      MT  (+/- 180 meters Scaled)
 MP0205
 MP0205                          SUPERSEDED SURVEY CONTROL
 MP0205
 MP0205  NGVD 29 (??/??/92) 1983.61   (m)         6507.9    (f) COMPUTED    1 2
 MP0205
 MP0205.Superseded values are not recommended for survey control.
 MP0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0205.See file dsdata.txt to determine how the superseded data were derived.
 MP0205
 MP0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG383268(NAD 83)
 MP0205_MARKER: DB = BENCH MARK DISK
 MP0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0205_SP_SET: BRIDGE
 MP0205_STAMPING: P-76 1934
 MP0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0205
 MP0205  HISTORY     - Date     Condition        Report By
 MP0205  HISTORY     - 1934     MONUMENTED       CGS
 MP0205  HISTORY     - 20030624 MARK NOT FOUND   NGS
 MP0205
 MP0205                          STATION DESCRIPTION
 MP0205
 MP0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0205'IN FT STEELE.
 MP0205'IN THE NORTH END OF WEST ABUTMENT OF STEEL UNION PACIFIC RAILWAY
 MP0205'BRIDGE OVER NORTH PLATT RIVER.  BRONZE TABLET SET HORIZONTALLY IN
 MP0205'CONCRETE.
 MP0205
 MP0205                          STATION RECOVERY (2003)
 MP0205
 MP0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MP0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0206 ***********************************************************************
 MP0206  DESIGNATION -  P 76 RESET
 MP0206  PID         -  MP0206
 MP0206  STATE/COUNTY-  WY/CARBON
 MP0206  USGS QUAD   -  FORT STEELE (1971)
 MP0206
 MP0206                         *CURRENT SURVEY CONTROL
 MP0206  ___________________________________________________________________
 MP0206* NAD 83(1986)-  41 46 38.     (N)    106 56 42.     (W)     SCALED    
 MP0206* NAVD 88     -      1985.316  (meters)    6513.49   (feet)  ADJUSTED  
 MP0206  ___________________________________________________________________
 MP0206  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 MP0206  DYNAMIC HT  -        1983.646 (meters)    6508.01  (feet)  COMP
 MP0206  MODELED GRAV-     979,710.8   (mgal)                       NAVD 88
 MP0206
 MP0206  VERT ORDER  -  FIRST     CLASS II
 MP0206
 MP0206.The horizontal coordinates were scaled from a topographic map and have
 MP0206.an estimated accuracy of +/- 6 seconds.
 MP0206
 MP0206.The orthometric height was determined by differential leveling
 MP0206.and adjusted by the National Geodetic Survey in June 1991..
 MP0206
 MP0206.The geoid height was determined by GEOID03.
 MP0206
 MP0206.The dynamic height is computed by dividing the NAVD 88
 MP0206.geopotential number by the normal gravity value computed on the
 MP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0206.degrees latitude (g = 980.6199 gals.).
 MP0206
 MP0206.The modeled gravity was interpolated from observed gravity values.
 MP0206
 MP0206;                    North         East    Units  Estimated Accuracy
 MP0206;SPC WYEC     -   241,910.      432,280.      MT  (+/- 180 meters Scaled)
 MP0206
 MP0206                          SUPERSEDED SURVEY CONTROL
 MP0206
 MP0206  NGVD 29 (06/08/92) 1984.171  (m)         6509.73   (f) ADJUSTED    1 2
 MP0206
 MP0206.Superseded values are not recommended for survey control.
 MP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0206.See file dsdata.txt to determine how the superseded data were derived.
 MP0206
 MP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG383268(NAD 83)
 MP0206_MARKER: DB = BENCH MARK DISK
 MP0206_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MP0206_STAMPING: P 76 RESET 1958
 MP0206_MARK LOGO: CGS   
 MP0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MP0206+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 MP0206
 MP0206  HISTORY     - Date     Condition        Report By
 MP0206  HISTORY     - 1958     MONUMENTED       UPRR
 MP0206  HISTORY     - 1983     GOOD             NGS
 MP0206  HISTORY     - 20030624 GOOD             NGS
 MP0206  HISTORY     - 20040602 GOOD             INDIV
 MP0206
 MP0206                          STATION DESCRIPTION
 MP0206
 MP0206'DESCRIBED BY UNION PACIFIC RAILROAD 1958
 MP0206'IN FORT STEELE.
 MP0206'AT FORT STEELE, ON THE UNION PACIFIC RAILROAD, AT THE BRIDGE OVER
 MP0206'NORTH PLATTE RIVER, AND IN THE TOP OF THE SOUTH END OF THE WEST
 MP0206'CONCRETE ABUTMENT.
 MP0206
 MP0206                          STATION RECOVERY (1983)
 MP0206
 MP0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0206'RECOVERED IN GOOD CONDITION EXCEPT ADD IN BRIDGE 667.37.
 MP0206
 MP0206                          STATION RECOVERY (2003)
 MP0206
 MP0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MP0206'AREA IS NOW OLD FORT STEELE STATE PARK.  DISK IS SET SOLIDLY, HOWEVER,
 MP0206'THERE IS A H0LLOW SPOT UNDER DISK.
 MP0206
 MP0206                          STATION RECOVERY (2004)
 MP0206
 MP0206'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (PS)
 MP0206'I STOOD ON THE BRIDGE ABUTMENT OVER THE MARK AND TOOK A GOOD AVERAGE
 MP0206'WITH MY MAGELLAN MAP 330 WAAS ENABLED GPS RECEIVER TO DETERMINE THAT
 MP0206'THE LATITUDE AND LONGITUDE (ITRF00) IS N41-46-38.3 AND W106-56-43.9
 MP0206' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0112 ***********************************************************************
 OX0112  DESIGNATION -  P 77
 OX0112  PID         -  OX0112
 OX0112  STATE/COUNTY-  WY/LINCOLN
 OX0112  USGS QUAD   -  FERRY PEAK (1996)
 OX0112
 OX0112                         *CURRENT SURVEY CONTROL
 OX0112  ___________________________________________________________________
 OX0112* NAD 83(1986)-  43 11 36.     (N)    110 55 43.     (W)     SCALED    
 OX0112* NAVD 88     -      1760.376  (meters)    5775.50   (feet)  ADJUSTED  
 OX0112  ___________________________________________________________________
 OX0112  GEOID HEIGHT-         -10.28  (meters)                     GEOID03
 OX0112  DYNAMIC HT  -        1759.195 (meters)    5771.63  (feet)  COMP
 OX0112  MODELED GRAV-     979,887.4   (mgal)                       NAVD 88
 OX0112
 OX0112  VERT ORDER  -  SECOND    CLASS 0
 OX0112
 OX0112.The horizontal coordinates were scaled from a topographic map and have
 OX0112.an estimated accuracy of +/- 6 seconds.
 OX0112
 OX0112.The orthometric height was determined by differential leveling
 OX0112.and adjusted by the National Geodetic Survey in June 1991..
 OX0112
 OX0112.The geoid height was determined by GEOID03.
 OX0112
 OX0112.The dynamic height is computed by dividing the NAVD 88
 OX0112.geopotential number by the normal gravity value computed on the
 OX0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0112.degrees latitude (g = 980.6199 gals.).
 OX0112
 OX0112.The modeled gravity was interpolated from observed gravity values.
 OX0112
 OX0112;                    North         East    Units  Estimated Accuracy
 OX0112;SPC WY W     -   399,480.      731,300.      MT  (+/- 180 meters Scaled)
 OX0112
 OX0112                          SUPERSEDED SURVEY CONTROL
 OX0112
 OX0112  NGVD 29 (??/??/92) 1759.122  (m)         5771.39   (f) ADJ UNCH    2 0
 OX0112
 OX0112.Superseded values are not recommended for survey control.
 OX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0112.See file dsdata.txt to determine how the superseded data were derived.
 OX0112
 OX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN058822(NAD 83)
 OX0112_MARKER: DB = BENCH MARK DISK
 OX0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0112_STAMPING: P 77 1948
 OX0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0112+STABILITY: SURFACE MOTION
 OX0112
 OX0112  HISTORY     - Date     Condition        Report By
 OX0112  HISTORY     - 1948     MONUMENTED       CGS
 OX0112  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0112
 OX0112                          STATION DESCRIPTION
 OX0112
 OX0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0112'5.9 MI NE FROM ALPINE.
 OX0112'5.9 MILES NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST OFFICE
 OX0112'AT ALPINE, AT A CAMP GROUND, ABOUT 0.1 MILE SOUTH OF RED CREEK, AT THE
 OX0112'SOUTHWEST CORNER OF THE T JUNCTION OF THE GRAND CANYON ROAD AND A
 OX0112'TRACK ROAD LEADING NORTHWEST, 47.0 FEET NORTHWEST OF THE CENTER LINE
 OX0112'OF THE GRAND CANYON ROAD, 25.0 FEET SOUTHWEST OF THE CENTER LINE OF
 OX0112'THE TRACK ROAD, 3.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 OX0112'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OX0112
 OX0112                          STATION RECOVERY (1963)
 OX0112
 OX0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0654 ***********************************************************************
 MO0654  DESIGNATION -  P 78
 MO0654  PID         -  MO0654
 MO0654  STATE/COUNTY-  WY/ALBANY
 MO0654  USGS QUAD   -  BEST RANCH (1978)
 MO0654
 MO0654                         *CURRENT SURVEY CONTROL
 MO0654  ___________________________________________________________________
 MO0654* NAD 83(1986)-  41 05 43.     (N)    105 35 19.     (W)     SCALED    
 MO0654* NAVD 88     -      2294.558  (meters)    7528.06   (feet)  ADJUSTED  
 MO0654  ___________________________________________________________________
 MO0654  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 MO0654  DYNAMIC HT  -        2292.465 (meters)    7521.20  (feet)  COMP
 MO0654  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 MO0654
 MO0654  VERT ORDER  -  SECOND    CLASS 0
 MO0654
 MO0654.The horizontal coordinates were scaled from a topographic map and have
 MO0654.an estimated accuracy of +/- 6 seconds.
 MO0654
 MO0654.The orthometric height was determined by differential leveling
 MO0654.and adjusted by the National Geodetic Survey in June 1991..
 MO0654
 MO0654.The geoid height was determined by GEOID03.
 MO0654
 MO0654.The dynamic height is computed by dividing the NAVD 88
 MO0654.geopotential number by the normal gravity value computed on the
 MO0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0654.degrees latitude (g = 980.6199 gals.).
 MO0654
 MO0654.The modeled gravity was interpolated from observed gravity values.
 MO0654
 MO0654;                    North         East    Units  Estimated Accuracy
 MO0654;SPC WY E     -    66,190.      164,550.      MT  (+/- 180 meters Scaled)
 MO0654
 MO0654                          SUPERSEDED SURVEY CONTROL
 MO0654
 MO0654  NGVD 29 (??/??/92) 2293.417  (m)         7524.32   (f) ADJ UNCH    2 0
 MO0654
 MO0654.Superseded values are not recommended for survey control.
 MO0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0654.See file dsdata.txt to determine how the superseded data were derived.
 MO0654
 MO0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF505495(NAD 83)
 MO0654_MARKER: DB = BENCH MARK DISK
 MO0654_SETTING: 66 = SET IN ROCK OUTCROP
 MO0654_SP_SET: OUTCROP
 MO0654_STAMPING: P 78 1951
 MO0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0654+STABILITY: POSITION/ELEVATION WELL
 MO0654
 MO0654  HISTORY     - Date     Condition        Report By
 MO0654  HISTORY     - 1951     MONUMENTED       CGS
 MO0654
 MO0654                          STATION DESCRIPTION
 MO0654
 MO0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0654'5 MI W FROM TIE SIDING.
 MO0654'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0654'TIE SIDING, THENCE 3.95 MILES WEST ALONG A WINDING GRAVELED ROAD,
 MO0654'31 FEET NORTH OF THE CENTER LINE OF THE ROAD, 5 FEET ABOVE THE
 MO0654'LEVEL OF THE ROAD, SET IN THE TOP OF A LARGE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0104 ***********************************************************************
 MP0104  DESIGNATION -  P 79
 MP0104  PID         -  MP0104
 MP0104  STATE/COUNTY-  WY/ALBANY
 MP0104  USGS QUAD   -  WOODS LANDING (1992)
 MP0104
 MP0104                         *CURRENT SURVEY CONTROL
 MP0104  ___________________________________________________________________
 MP0104* NAD 83(1986)-  41 02 36.     (N)    106 00 30.     (W)     SCALED    
 MP0104* NAVD 88     -      2378.111  (meters)    7802.19   (feet)  ADJUSTED  
 MP0104  ___________________________________________________________________
 MP0104  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 MP0104  DYNAMIC HT  -        2375.828 (meters)    7794.70  (feet)  COMP
 MP0104  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 MP0104
 MP0104  VERT ORDER  -  SECOND    CLASS 0
 MP0104
 MP0104.The horizontal coordinates were scaled from a topographic map and have
 MP0104.an estimated accuracy of +/- 6 seconds.
 MP0104
 MP0104.The orthometric height was determined by differential leveling
 MP0104.and adjusted by the National Geodetic Survey in June 1991..
 MP0104
 MP0104.The geoid height was determined by GEOID03.
 MP0104
 MP0104.The dynamic height is computed by dividing the NAVD 88
 MP0104.geopotential number by the normal gravity value computed on the
 MP0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0104.degrees latitude (g = 980.6199 gals.).
 MP0104
 MP0104.The modeled gravity was interpolated from observed gravity values.
 MP0104
 MP0104;                    North         East    Units  Estimated Accuracy
 MP0104;SPC WY E     -    60,670.      129,240.      MT  (+/- 180 meters Scaled)
 MP0104
 MP0104                          SUPERSEDED SURVEY CONTROL
 MP0104
 MP0104  NGVD 29 (??/??/92) 2376.871  (m)         7798.12   (f) ADJ UNCH    2 0
 MP0104
 MP0104.Superseded values are not recommended for survey control.
 MP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0104.See file dsdata.txt to determine how the superseded data were derived.
 MP0104
 MP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF152440(NAD 83)
 MP0104_MARKER: DB = BENCH MARK DISK
 MP0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0104_STAMPING: P 79 1951
 MP0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0104+STABILITY: SURFACE MOTION
 MP0104
 MP0104  HISTORY     - Date     Condition        Report By
 MP0104  HISTORY     - 1951     MONUMENTED       CGS
 MP0104
 MP0104                          STATION DESCRIPTION
 MP0104
 MP0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MP0104'5.1 MI S FROM WOODS LANDING.
 MP0104'5.1 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 MP0104'BRIDGE AT WOODS LANDING, 97 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MP0104'146 FEET NORTHWEST OF THE NORTH END OF AN 18 INCH PIPE CULVERT, 2.8
 MP0104'FEET SOUTH OF A WITNESS POST, 20 FEET ABOVE THE LEVEL OF THE ROAD, SET
 MP0104'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MP0104'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0312 ***********************************************************************
 PV0312  DESIGNATION -  P 8
 PV0312  PID         -  PV0312
 PV0312  STATE/COUNTY-  WY/CAMPBELL
 PV0312  USGS QUAD   -  CROTON (1972)
 PV0312
 PV0312                         *CURRENT SURVEY CONTROL
 PV0312  ___________________________________________________________________
 PV0312* NAD 83(1986)-  44 31 27.     (N)    105 57 14.     (W)     SCALED    
 PV0312* NAVD 88     -      1205.781  (meters)    3955.97   (feet)  POSTED    
 PV0312  ___________________________________________________________________
 PV0312  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 PV0312  DYNAMIC HT  -        1205.330 (meters)    3954.49  (feet)  COMP
 PV0312  MODELED GRAV-     980,199.8   (mgal)                       NAVD 88
 PV0312
 PV0312  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0312
 PV0312.The horizontal coordinates were scaled from a topographic map and have
 PV0312.an estimated accuracy of +/- 6 seconds.
 PV0312
 PV0312.The orthometric height was determined by differential leveling
 PV0312.and adjusted by the National Geodetic Survey in 1992..
 PV0312.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0312.rate of 0.0 thru 1.0 mm/km.
 PV0312
 PV0312.The geoid height was determined by GEOID03.
 PV0312
 PV0312.The dynamic height is computed by dividing the NAVD 88
 PV0312.geopotential number by the normal gravity value computed on the
 PV0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0312.degrees latitude (g = 980.6199 gals.).
 PV0312
 PV0312.The modeled gravity was interpolated from observed gravity values.
 PV0312
 PV0312;                    North         East    Units  Estimated Accuracy
 PV0312;SPC WY E     -   447,290.      137,420.      MT  (+/- 180 meters Scaled)
 PV0312
 PV0312                          SUPERSEDED SURVEY CONTROL
 PV0312
 PV0312.No superseded survey control is available for this station.
 PV0312
 PV0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK241305(NAD 83)
 PV0312_MARKER: Z = SEE DESCRIPTION
 PV0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0312_SP_SET: PIER
 PV0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0312
 PV0312  HISTORY     - Date     Condition        Report By
 PV0312  HISTORY     - 1908     MONUMENTED       CGS
 PV0312  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0312
 PV0312                          STATION DESCRIPTION
 PV0312
 PV0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0312'AT CROTON.
 PV0312'AT CROTON, CROOK COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 PV0312'RR, AT THE WATER TANK, ON THE SE END OF THE THIRD MASONRY PIER
 PV0312'FROM THE TRACKS, AND 9 YARDS SW OF THE CENTERLINE OF THE
 PV0312'MAIN TRACK.  THE BOTTOM OF A SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0111 ***********************************************************************
 MO0111  DESIGNATION -  P 81
 MO0111  PID         -  MO0111
 MO0111  STATE/COUNTY-  WY/LARAMIE
 MO0111  USGS QUAD   -  BURNS (1991)
 MO0111
 MO0111                         *CURRENT SURVEY CONTROL
 MO0111  ___________________________________________________________________
 MO0111* NAD 83(1986)-  41 07 36.     (N)    104 20 59.     (W)     SCALED    
 MO0111* NAVD 88     -      1656.592  (meters)    5435.00   (feet)  ADJUSTED  
 MO0111  ___________________________________________________________________
 MO0111  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 MO0111  DYNAMIC HT  -        1655.227 (meters)    5430.52  (feet)  COMP
 MO0111  MODELED GRAV-     979,741.4   (mgal)                       NAVD 88
 MO0111
 MO0111  VERT ORDER  -  SECOND    CLASS 0
 MO0111
 MO0111.The horizontal coordinates were scaled from a topographic map and have
 MO0111.an estimated accuracy of +/- 6 seconds.
 MO0111
 MO0111.The orthometric height was determined by differential leveling
 MO0111.and adjusted by the National Geodetic Survey in June 1991..
 MO0111
 MO0111.The geoid height was determined by GEOID03.
 MO0111
 MO0111.The dynamic height is computed by dividing the NAVD 88
 MO0111.geopotential number by the normal gravity value computed on the
 MO0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0111.degrees latitude (g = 980.6199 gals.).
 MO0111
 MO0111.The modeled gravity was interpolated from observed gravity values.
 MO0111
 MO0111;                    North         East    Units  Estimated Accuracy
 MO0111;SPC WY E     -    69,910.      268,600.      MT  (+/- 180 meters Scaled)
 MO0111
 MO0111                          SUPERSEDED SURVEY CONTROL
 MO0111
 MO0111  NGVD 29 (??/??/92) 1655.685  (m)         5432.03   (f) ADJ UNCH    2 0
 MO0111
 MO0111.Superseded values are not recommended for survey control.
 MO0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0111.See file dsdata.txt to determine how the superseded data were derived.
 MO0111
 MO0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF545530(NAD 83)
 MO0111_MARKER: DB = BENCH MARK DISK
 MO0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0111_SP_SET: BRIDGE
 MO0111_STAMPING: P 81 1952
 MO0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0111
 MO0111  HISTORY     - Date     Condition        Report By
 MO0111  HISTORY     - 1952     MONUMENTED       CGS
 MO0111
 MO0111                          STATION DESCRIPTION
 MO0111
 MO0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0111'5.1 MI SE FROM BURNS.
 MO0111'2.45 MILES SOUTH ALONG STATE SECONDARY ROAD 157 FROM THE POST
 MO0111'OFFICE AT BURNS, THENCE 0.5 MILE EAST ALONG U.S. HIGHWAY 30,
 MO0111'THENCE 2.15 MILES SOUTH ALONG STATE SECONDARY ROAD 179, 191
 MO0111'FEET SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 MO0111'TO A FARMHOUSE, 18 FEET WEST OF THE CENTER LINE OF THE
 MO0111'ROAD, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A
 MO0111'24 FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0177 ***********************************************************************
 PX0177  DESIGNATION -  P 84
 PX0177  PID         -  PX0177
 PX0177  STATE/COUNTY-  WY/PARK
 PX0177  USGS QUAD   -  CHAPMAN BENCH (1987)
 PX0177
 PX0177                         *CURRENT SURVEY CONTROL
 PX0177  ___________________________________________________________________
 PX0177* NAD 83(1993)-  44 48 43.46982(N)    109 09 45.54784(W)     ADJUSTED  
 PX0177* NAVD 88     -      1386.647  (meters)    4549.36   (feet)  ADJUSTED  
 PX0177  ___________________________________________________________________
 PX0177  LAPLACE CORR-         -18.45  (seconds)                    DEFLEC99
 PX0177  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 PX0177  DYNAMIC HT  -        1386.001 (meters)    4547.24  (feet)  COMP
 PX0177  MODELED GRAV-     980,104.3   (mgal)                       NAVD 88
 PX0177
 PX0177  HORZ ORDER  -  THIRD
 PX0177  VERT ORDER  -  SECOND    CLASS 0
 PX0177
 PX0177.The horizontal coordinates were established by classical geodetic methods
 PX0177.and adjusted by the National Geodetic Survey in January 1997..
 PX0177
 PX0177.The orthometric height was determined by differential leveling
 PX0177.and adjusted by the National Geodetic Survey in June 1991..
 PX0177
 PX0177.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0177
 PX0177.The geoid height was determined by GEOID03.
 PX0177
 PX0177.The dynamic height is computed by dividing the NAVD 88
 PX0177.geopotential number by the normal gravity value computed on the
 PX0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0177.degrees latitude (g = 980.6199 gals.).
 PX0177
 PX0177.The modeled gravity was interpolated from observed gravity values.
 PX0177
 PX0177;                    North         East     Units Scale Factor Converg.
 PX0177;SPC WYWC     -   479,064.430   567,359.538   MT  0.99995060   -0 17 27.0
 PX0177;UTM  12      - 4,963,716.707   645,283.903   MT  0.99985956   +1 17 42.6
 PX0177
 PX0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0177!SPC WYWC     -   0.99978449  x   0.99995060  =   0.99973510
 PX0177!UTM  12      -   0.99978449  x   0.99985956  =   0.99964408
 PX0177
 PX0177:                Primary Azimuth Mark                     Grid Az
 PX0177:SPC WYWC     -  CHAPMAN                                  047 57 54.1
 PX0177:UTM  12      -  CHAPMAN                                  046 22 44.5
 PX0177
 PX0177|---------------------------------------------------------------------|
 PX0177| PID    Reference Object                     Distance      Geod. Az  |
 PX0177|                                                           dddmmss.s |
 PX0177| PX0480 CHAPMAN                             APPROX. 2.8 KM 0474027.1 |
 PX0177|---------------------------------------------------------------------|
 PX0177
 PX0177                          SUPERSEDED SURVEY CONTROL
 PX0177
 PX0177  NAD 83(1986)-  44 48 43.45698(N)    109 09 45.52159(W) AD(       ) 3
 PX0177  NGVD 29 (??/??/92) 1385.571  (m)         4545.83   (f) ADJ UNCH    2 0
 PX0177
 PX0177.Superseded values are not recommended for survey control.
 PX0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0177.See file dsdata.txt to determine how the superseded data were derived.
 PX0177
 PX0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4528463717(NAD 83)
 PX0177_MARKER: DB = BENCH MARK DISK
 PX0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0177_STAMPING: P 84 1934
 PX0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0177+STABILITY: SURFACE MOTION
 PX0177
 PX0177  HISTORY     - Date     Condition        Report By
 PX0177  HISTORY     - 1934     MONUMENTED       CGS
 PX0177  HISTORY     - 1947     GOOD             USGS
 PX0177
 PX0177                          STATION DESCRIPTION
 PX0177
 PX0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0177'24.3 MI NW FROM CODY.
 PX0177'24.3 MILES NORTHWEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE
 PX0177'POST OFFICE AT CODY, PARK COUNTY, IN AN OPEN FIELD, 36 FEET EAST OF
 PX0177'THE CENTER LINE OF THE ROAD, AND ABOUT 7 INCHES HIGHER THAN THE ROAD.
 PX0177'A STANDARD DISK, STAMPED P 84 1934 AND SET IN THE TOP OF A CONCRETE
 PX0177'POST.
 PX0177
 PX0177                          STATION RECOVERY (1947)
 PX0177
 PX0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 PX0177'LOCATED ABOUT 24.3 MI. NW. OF CODY, WYOMING ALONG THE DIRT RD. LEADING
 PX0177'TO CLARK, WYOMING ABOUT 3.5 MI. S. OF THE BRIDGE ACROSS THE
 PX0177'CLARKSFORK OF THE YELLOWSTONE RIVER, 36 FT. E. OF THE CENTERLINE OF
 PX0177'THE RD. A STANDARD DISK STAMPED---P-84 1934--- SET IN THE TOP OF A
 PX0177'CONCRETE POST.
 PX0177'
 PX0177'TO REACH STATION FROM CODY, WYOMING FOLLOW MAIN RD. TOWARD CLARK,
 PX0177'WYOMING FOR 24.3 MI., STATION IS ON E. SIDE OF RD.
 PX0177'
 PX0177'RECOVERED BY USGS IN 1947.
 PX0177'
 PX0177'STATION MARK - A STANDARD NGS BENCH MARK DISK SET STAMPED---P-84
 PX0177'1934--- SET IN THE TOP OF A CONCRETE POST 0.6 FT. ABOVE THE GROUND.
 PX0177'
 PX0177'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0121 ***********************************************************************
 PX0121  DESIGNATION -  P 85
 PX0121  PID         -  PX0121
 PX0121  STATE/COUNTY-  WY/BIG HORN
 PX0121  USGS QUAD   -  Y U BENCH NE (1951)
 PX0121
 PX0121                         *CURRENT SURVEY CONTROL
 PX0121  ___________________________________________________________________
 PX0121* NAD 83(1993)-  44 27 53.34730(N)    108 30 45.90327(W)     ADJUSTED  
 PX0121* NAVD 88     -      1433.038  (meters)    4701.56   (feet)  ADJUSTED  
 PX0121  ___________________________________________________________________
 PX0121  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 PX0121  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 PX0121  DYNAMIC HT  -        1432.349 (meters)    4699.30  (feet)  COMP
 PX0121  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 PX0121
 PX0121  HORZ ORDER  -  THIRD
 PX0121  VERT ORDER  -  SECOND    CLASS 0
 PX0121
 PX0121.The horizontal coordinates were established by classical geodetic methods
 PX0121.and adjusted by the National Geodetic Survey in January 1997..
 PX0121
 PX0121.The orthometric height was determined by differential leveling
 PX0121.and adjusted by the National Geodetic Survey in June 1991..
 PX0121
 PX0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0121
 PX0121.The geoid height was determined by GEOID03.
 PX0121
 PX0121.The dynamic height is computed by dividing the NAVD 88
 PX0121.geopotential number by the normal gravity value computed on the
 PX0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0121.degrees latitude (g = 980.6199 gals.).
 PX0121
 PX0121.The modeled gravity was interpolated from observed gravity values.
 PX0121
 PX0121;                    North         East     Units Scale Factor Converg.
 PX0121;SPC WYEC     -   541,071.904   306,150.781   MT  1.00004578   -0 49 34.3
 PX0121;UTM  12      - 4,926,510.415   697,850.825   MT  1.00008142   +1 44 34.1
 PX0121
 PX0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0121!SPC WYEC     -   0.99977745  x   1.00004578  =   0.99982322
 PX0121!UTM  12      -   0.99977745  x   1.00008142  =   0.99985885
 PX0121
 PX0121:                Primary Azimuth Mark                     Grid Az
 PX0121:SPC WYEC     -  EMBLEM                                   324 54 13.6
 PX0121:UTM  12      -  EMBLEM                                   322 20 05.2
 PX0121
 PX0121|---------------------------------------------------------------------|
 PX0121| PID    Reference Object                     Distance      Geod. Az  |
 PX0121|                                                           dddmmss.s |
 PX0121| PX0361 EMBLEM                              APPROX. 3.4 KM 3240439.3 |
 PX0121|---------------------------------------------------------------------|
 PX0121
 PX0121                          SUPERSEDED SURVEY CONTROL
 PX0121
 PX0121  NAD 83(1986)-  44 27 53.33701(N)    108 30 45.89615(W) AD(       ) 3
 PX0121  NAD 27      -  44 27 53.49558(N)    108 30 43.47592(W) AD(       ) 3
 PX0121  NGVD 29 (??/??/92) 1432.054  (m)         4698.33   (f) ADJ UNCH    2 0
 PX0121
 PX0121.Superseded values are not recommended for survey control.
 PX0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0121.See file dsdata.txt to determine how the superseded data were derived.
 PX0121
 PX0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ9785126510(NAD 83)
 PX0121_MARKER: DB = BENCH MARK DISK
 PX0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0121_STAMPING: P 85 1934
 PX0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0121+STABILITY: SURFACE MOTION
 PX0121
 PX0121  HISTORY     - Date     Condition        Report By
 PX0121  HISTORY     - 1934     MONUMENTED       NGS
 PX0121  HISTORY     - 1934     GOOD             CGS
 PX0121
 PX0121                          STATION DESCRIPTION
 PX0121
 PX0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0121'STATION LOCATED SEC.22 T.52 N., R.97 W., ABOUT 28 MI. E. ALONG U.S.
 PX0121'HIGHWAY 20 FROM POST OFFICE AT CODY, ABOUT 24 MI. W. OF GREYBULL,
 PX0121'ABOUT 25 MI. E. OF JUNCTION OF STATE HIGHWAY 420, 80.5 FT.N. OF CENTER
 PX0121'OF HIGHWAY, ABOUT 1.0 FT. LOWER THAN HIGHWAY.
 PX0121'
 PX0121'TO REACH STATION FROM POST OFFICE IN CODY, FOLLOW U.S HIGHWAY 20 28.7
 PX0121'MI. TOWARD GREYBULL, ABOUT 25 MI. E. OF JUNCTION AND STATE HIGHWAY 420
 PX0121'ABOUT 80.6 FT. N. OF THE CENTER OF THE HIGHWAY.
 PX0121'
 PX0121'STATION MARK - STANDARD NGS DISK STAMPED ---P 85 1934--- IN TOP OF
 PX0121'CONCRETE POST.
 PX0121'
 PX0121'REFERENCE MARKS - NONE.
 PX0121
 PX0121                          STATION RECOVERY (1934)
 PX0121
 PX0121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 PX0121'28.7 MI E FROM CODY.
 PX0121'IN BIG HORN COUNTY, ABOUT 28.7 MILES EAST ALONG U.S. HIGHWAY 20 FROM
 PX0121'THE POST OFFICE AT CODY, PARK COUNTY, ABOUT 24.4 MILES WEST OF
 PX0121'GREYBULL, ABOUT 25.3 MILES EAST OF THE JUNCTION OF STATE HIGHWAY 420,
 PX0121'80.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1.0 FOOT
 PX0121'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED P 85 1934 AND SET IN
 PX0121'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0052 ***********************************************************************
 PW0052  DESIGNATION -  P 86
 PW0052  PID         -  PW0052
 PW0052  STATE/COUNTY-  WY/SHERIDAN
 PW0052  USGS QUAD   -  CABIN CREEK NE (1971)
 PW0052
 PW0052                         *CURRENT SURVEY CONTROL
 PW0052  ___________________________________________________________________
 PW0052* NAD 83(1986)-  44 52 48.     (N)    106 03 43.     (W)     SCALED    
 PW0052* NAVD 88     -      1069.540  (meters)    3508.98   (feet)  ADJUSTED  
 PW0052  ___________________________________________________________________
 PW0052  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 PW0052  DYNAMIC HT  -        1069.203 (meters)    3507.88  (feet)  COMP
 PW0052  MODELED GRAV-     980,266.2   (mgal)                       NAVD 88
 PW0052
 PW0052  VERT ORDER  -  SECOND    CLASS 0
 PW0052
 PW0052.The horizontal coordinates were scaled from a topographic map and have
 PW0052.an estimated accuracy of +/- 6 seconds.
 PW0052
 PW0052.The orthometric height was determined by differential leveling
 PW0052.and adjusted by the National Geodetic Survey in June 1991..
 PW0052
 PW0052.The geoid height was determined by GEOID03.
 PW0052
 PW0052.The dynamic height is computed by dividing the NAVD 88
 PW0052.geopotential number by the normal gravity value computed on the
 PW0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0052.degrees latitude (g = 980.6199 gals.).
 PW0052
 PW0052.The modeled gravity was interpolated from observed gravity values.
 PW0052
 PW0052;                    North         East    Units  Estimated Accuracy
 PW0052;SPC WYEC     -   587,320.      500,450.      MT  (+/- 180 meters Scaled)
 PW0052
 PW0052                          SUPERSEDED SURVEY CONTROL
 PW0052
 PW0052  NGVD 29 (??/??/92) 1068.898  (m)         3506.88   (f) ADJ UNCH    2 0
 PW0052
 PW0052.Superseded values are not recommended for survey control.
 PW0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0052.See file dsdata.txt to determine how the superseded data were derived.
 PW0052
 PW0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK161701(NAD 83)
 PW0052_MARKER: DB = BENCH MARK DISK
 PW0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0052_SP_SET: PIER
 PW0052_STAMPING: P 86 1934
 PW0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0052
 PW0052  HISTORY     - Date     Condition        Report By
 PW0052  HISTORY     - 1934     MONUMENTED       CGS
 PW0052  HISTORY     - 1953     GOOD             NGS
 PW0052
 PW0052                          STATION DESCRIPTION
 PW0052
 PW0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0052'17.8 MI NE FROM ARVADA.
 PW0052'17.8 MILES NORTHEAST ALONG THE ROAD LEADING TO MOORHEAD MONTANA, FROM
 PW0052'THE POST OFFICE AT ARVADA, SHERIDAN COUNTY, AT A BRIDGE OVER POWDER
 PW0052'RIVER, IN THE TOP OF THE CENTER PIER ON THE EAST SIDE OF THE BRIDGE, 3
 PW0052'FEET FROM THE CENTER OF THE PIER, 98.7 FEET SOUTH OF THE SOUTH END OF
 PW0052'THE BRIDGE, 10.5 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 PW0052'LOWER THAN THE BRIDGE FLOOR.  A STANDARD DISK, STAMPED P 86 1934.
 PW0052
 PW0052                          STATION RECOVERY (1953)
 PW0052
 PW0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PW0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0362 ***********************************************************************
 MO0362  DESIGNATION -  P 87
 MO0362  PID         -  MO0362
 MO0362  STATE/COUNTY-  WY/PLATTE
 MO0362  USGS QUAD   -  NATWICK (1981)
 MO0362
 MO0362                         *CURRENT SURVEY CONTROL
 MO0362  ___________________________________________________________________
 MO0362* NAD 83(1986)-  41 57 32.     (N)    105 01 34.     (W)     SCALED    
 MO0362* NAVD 88     -      1552.655  (meters)    5094.00   (feet)  ADJUSTED  
 MO0362  ___________________________________________________________________
 MO0362  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 MO0362  DYNAMIC HT  -        1551.609 (meters)    5090.57  (feet)  COMP
 MO0362  MODELED GRAV-     979,893.7   (mgal)                       NAVD 88
 MO0362
 MO0362  VERT ORDER  -  SECOND    CLASS 0
 MO0362
 MO0362.The horizontal coordinates were scaled from a topographic map and have
 MO0362.an estimated accuracy of +/- 6 seconds.
 MO0362
 MO0362.The orthometric height was determined by differential leveling
 MO0362.and adjusted by the National Geodetic Survey in June 1991..
 MO0362
 MO0362.The geoid height was determined by GEOID03.
 MO0362
 MO0362.The dynamic height is computed by dividing the NAVD 88
 MO0362.geopotential number by the normal gravity value computed on the
 MO0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0362.degrees latitude (g = 980.6199 gals.).
 MO0362
 MO0362.The modeled gravity was interpolated from observed gravity values.
 MO0362
 MO0362;                    North         East    Units  Estimated Accuracy
 MO0362;SPC WY E     -   162,020.      211,650.      MT  (+/- 180 meters Scaled)
 MO0362
 MO0362                          SUPERSEDED SURVEY CONTROL
 MO0362
 MO0362  NGVD 29 (??/??/92) 1551.834  (m)         5091.31   (f) ADJ UNCH    2 0
 MO0362
 MO0362.Superseded values are not recommended for survey control.
 MO0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0362.See file dsdata.txt to determine how the superseded data were derived.
 MO0362
 MO0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG978452(NAD 83)
 MO0362_MARKER: DB = BENCH MARK DISK
 MO0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0362_STAMPING: P 87 1934
 MO0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0362+STABILITY: SURFACE MOTION
 MO0362
 MO0362  HISTORY     - Date     Condition        Report By
 MO0362  HISTORY     - 1934     MONUMENTED       CGS
 MO0362  HISTORY     - 1966     GOOD             NGS
 MO0362
 MO0362                          STATION DESCRIPTION
 MO0362
 MO0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0362'10.6 MI SW FROM WHEATLAND.
 MO0362'6.7 MILES SOUTH ALONG THE U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0362'WHEATLAND, THENCE 3.95 MILES WEST ALONG STATE HIGHWAY 34, 0.25
 MO0362'MILE WEST OF THE INTERSECTION OF A ROAD, AT THE JUNCTION OF A
 MO0362'DRIVEWAY NORTH, 37 1/2 FEET NORTH OF THE CENTER LINE OF THE
 MO0362'HIGHWAY, 28 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 4 FEET
 MO0362'SOUTHEAST OF A TELEPHONE POLE, 11 FEET SOUTHWEST OF THE CENTER
 MO0362'OF THE WEST END OF AN 18-INCH PIPE CULVERT UNDER THE DRIVEWAY,
 MO0362'1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 MO0362'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 MO0362'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0761 ***********************************************************************
 MO0761  DESIGNATION -  P 88
 MO0761  PID         -  MO0761
 MO0761  STATE/COUNTY-  WY/ALBANY
 MO0761  USGS QUAD   -  BOSLER (1981)
 MO0761
 MO0761                         *CURRENT SURVEY CONTROL
 MO0761  ___________________________________________________________________
 MO0761* NAD 83(1986)-  41 34 10.     (N)    105 39 23.     (W)     SCALED    
 MO0761* NAVD 88     -      2148.777  (meters)    7049.78   (feet)  POSTED    
 MO0761  ___________________________________________________________________
 MO0761  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 MO0761  DYNAMIC HT  -        2146.970 (meters)    7043.85  (feet)  COMP
 MO0761  MODELED GRAV-     979,704.9   (mgal)                       NAVD 88
 MO0761
 MO0761  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MO0761
 MO0761.The horizontal coordinates were scaled from a topographic map and have
 MO0761.an estimated accuracy of +/- 6 seconds.
 MO0761
 MO0761.The orthometric height was determined by differential leveling
 MO0761.and adjusted by the National Geodetic Survey in 1992..
 MO0761.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MO0761.rate of 1.1 thru 2.0 mm/km.
 MO0761
 MO0761.The geoid height was determined by GEOID03.
 MO0761
 MO0761.The dynamic height is computed by dividing the NAVD 88
 MO0761.geopotential number by the normal gravity value computed on the
 MO0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0761.degrees latitude (g = 980.6199 gals.).
 MO0761
 MO0761.The modeled gravity was interpolated from observed gravity values.
 MO0761
 MO0761;                    North         East    Units  Estimated Accuracy
 MO0761;SPC WY E     -   118,880.      159,160.      MT  (+/- 180 meters Scaled)
 MO0761
 MO0761                          SUPERSEDED SURVEY CONTROL
 MO0761
 MO0761  NGVD 29 (??/??/92) 2147.741  (m)         7046.38   (f) ADJ UNCH    2 0
 MO0761
 MO0761.Superseded values are not recommended for survey control.
 MO0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0761.See file dsdata.txt to determine how the superseded data were derived.
 MO0761
 MO0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG452021(NAD 83)
 MO0761_MARKER: DB = BENCH MARK DISK
 MO0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0761_STAMPING: P 88 1934
 MO0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0761+STABILITY: SURFACE MOTION
 MO0761
 MO0761  HISTORY     - Date     Condition        Report By
 MO0761  HISTORY     - 1934     MONUMENTED       CGS
 MO0761  HISTORY     - 1966     MARK NOT FOUND   NGS
 MO0761
 MO0761                          STATION DESCRIPTION
 MO0761
 MO0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0761'3.6 MI SE FROM BOSLER.
 MO0761'1.8 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 MO0761'BOSLER, ALBANY COUNTY, 1.8 MILES NORTHEAST ALONG STATE HIGHWAY
 MO0761'34, 0.4 MILE EAST OF AN OLD RANCH HOUSE, 41.5 FEET NORTHEAST OF
 MO0761'THE CENTERLINE OF THE HIGHWAY, 1.8 FEET NORTH WEST OF A FENCE, AND
 MO0761'1.5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 MO0761'P 88 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0121 ***********************************************************************
 MO0121  DESIGNATION -  P 91
 MO0121  PID         -  MO0121
 MO0121  STATE/COUNTY-  WY/LARAMIE
 MO0121  USGS QUAD   -  ARCOLA (1991)
 MO0121
 MO0121                         *CURRENT SURVEY CONTROL
 MO0121  ___________________________________________________________________
 MO0121* NAD 83(1986)-  41 04 53.     (N)    104 24 29.     (W)     SCALED    
 MO0121* NAVD 88     -      1685.843  (meters)    5530.97   (feet)  ADJUSTED  
 MO0121  ___________________________________________________________________
 MO0121  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 MO0121  DYNAMIC HT  -        1684.446 (meters)    5526.39  (feet)  COMP
 MO0121  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 MO0121
 MO0121  VERT ORDER  -  SECOND    CLASS 0
 MO0121
 MO0121.The horizontal coordinates were scaled from a topographic map and have
 MO0121.an estimated accuracy of +/- 6 seconds.
 MO0121
 MO0121.The orthometric height was determined by differential leveling
 MO0121.and adjusted by the National Geodetic Survey in June 1991..
 MO0121
 MO0121.The geoid height was determined by GEOID03.
 MO0121
 MO0121.The dynamic height is computed by dividing the NAVD 88
 MO0121.geopotential number by the normal gravity value computed on the
 MO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0121.degrees latitude (g = 980.6199 gals.).
 MO0121
 MO0121.The modeled gravity was interpolated from observed gravity values.
 MO0121
 MO0121;                    North         East    Units  Estimated Accuracy
 MO0121;SPC WY E     -    64,840.      263,740.      MT  (+/- 180 meters Scaled)
 MO0121
 MO0121                          SUPERSEDED SURVEY CONTROL
 MO0121
 MO0121  NGVD 29 (??/??/92) 1684.930  (m)         5527.97   (f) ADJ UNCH    2 0
 MO0121
 MO0121.Superseded values are not recommended for survey control.
 MO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0121.See file dsdata.txt to determine how the superseded data were derived.
 MO0121
 MO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF497479(NAD 83)
 MO0121_MARKER: DB = BENCH MARK DISK
 MO0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0121_STAMPING: P 91 1934
 MO0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0121+STABILITY: SURFACE MOTION
 MO0121
 MO0121  HISTORY     - Date     Condition        Report By
 MO0121  HISTORY     - 1934     MONUMENTED       CGS
 MO0121  HISTORY     - 1941     GOOD             NGS
 MO0121
 MO0121                          STATION DESCRIPTION
 MO0121
 MO0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0121'2.6 MI SE FROM ARCOLA.
 MO0121'2.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MO0121'RAILROAD FROM THE STATION AT ARCOLA, LARAMIE COUNTY, 1,900 FEET
 MO0121'EAST OF MILEPOST 314, 29.4 FEET EAST OF THE CENTERLINE OF A SIDE
 MO0121'ROAD, AND 43.8 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 MO0121'STAMPED P 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0121
 MO0121                          STATION RECOVERY (1941)
 MO0121
 MO0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 MO0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0280 ***********************************************************************
 MO0280  DESIGNATION -  P 92
 MO0280  PID         -  MO0280
 MO0280  STATE/COUNTY-  WY/PLATTE
 MO0280  USGS QUAD   -  CHUGWATER (1990)
 MO0280
 MO0280                         *CURRENT SURVEY CONTROL
 MO0280  ___________________________________________________________________
 MO0280* NAD 83(1986)-  41 48 30.     (N)    104 47 47.     (W)     SCALED    
 MO0280* NAVD 88     -      1568.102  (meters)    5144.68   (feet)  ADJUSTED  
 MO0280  ___________________________________________________________________
 MO0280  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 MO0280  DYNAMIC HT  -        1566.965 (meters)    5140.95  (feet)  COMP
 MO0280  MODELED GRAV-     979,841.9   (mgal)                       NAVD 88
 MO0280
 MO0280  VERT ORDER  -  SECOND    CLASS 0
 MO0280
 MO0280.The horizontal coordinates were scaled from a topographic map and have
 MO0280.an estimated accuracy of +/- 6 seconds.
 MO0280
 MO0280.The orthometric height was determined by differential leveling
 MO0280.and adjusted by the National Geodetic Survey in June 1991..
 MO0280
 MO0280.The geoid height was determined by GEOID03.
 MO0280
 MO0280.The dynamic height is computed by dividing the NAVD 88
 MO0280.geopotential number by the normal gravity value computed on the
 MO0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0280.degrees latitude (g = 980.6199 gals.).
 MO0280
 MO0280.The modeled gravity was interpolated from observed gravity values.
 MO0280
 MO0280;                    North         East    Units  Estimated Accuracy
 MO0280;SPC WY E     -   145,360.      230,770.      MT  (+/- 180 meters Scaled)
 MO0280
 MO0280                          SUPERSEDED SURVEY CONTROL
 MO0280
 MO0280  NGVD 29 (??/??/92) 1567.20   (m)         5141.7    (f) COMPUTED    2 0
 MO0280
 MO0280.Superseded values are not recommended for survey control.
 MO0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0280.See file dsdata.txt to determine how the superseded data were derived.
 MO0280
 MO0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG169285(NAD 83)
 MO0280_MARKER: DB = BENCH MARK DISK
 MO0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0280_STAMPING: P 92 1934
 MO0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0280+STABILITY: SURFACE MOTION
 MO0280
 MO0280  HISTORY     - Date     Condition        Report By
 MO0280  HISTORY     - 1934     MONUMENTED       CGS
 MO0280  HISTORY     - 1941     MARK NOT FOUND   NGS
 MO0280
 MO0280                          STATION DESCRIPTION
 MO0280
 MO0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0280'4.3 MI N FROM CHUGWATER.
 MO0280'4.3 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 MO0280'STATION AT CHUGWATER, PLATTE COUNTY, 52 FEET WEST OF MILEPOST
 MO0280'193, 25 FEET WEST OF THE WEST RAIL, AND 1 FOOT LOWER THAN THE
 MO0280'TRACK.  A STANDARD DISK, STAMPED P 92 1934 AND SET IN THE TOP
 MO0280'OF A CONCRETE POST.  NOTE-- SEARCHED FOR BUT NOT RECOVERED IN
 MO0280'1938.  1941 REPORT THAT DESCRIPTION IS WRONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0094 ***********************************************************************
 NQ0094  DESIGNATION -  P 95
 NQ0094  PID         -  NQ0094
 NQ0094  STATE/COUNTY-  WY/GOSHEN
 NQ0094  USGS QUAD   -  JAY EM (1990)
 NQ0094
 NQ0094                         *CURRENT SURVEY CONTROL
 NQ0094  ___________________________________________________________________
 NQ0094* NAD 83(1986)-  42 29 10.     (N)    104 21 41.     (W)     SCALED    
 NQ0094* NAVD 88     -      1419.142  (meters)    4655.97   (feet)  ADJUSTED  
 NQ0094  ___________________________________________________________________
 NQ0094  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 NQ0094  DYNAMIC HT  -        1418.299 (meters)    4653.20  (feet)  COMP
 NQ0094  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 NQ0094
 NQ0094  VERT ORDER  -  SECOND    CLASS 0
 NQ0094
 NQ0094.The horizontal coordinates were scaled from a topographic map and have
 NQ0094.an estimated accuracy of +/- 6 seconds.
 NQ0094
 NQ0094.The orthometric height was determined by differential leveling
 NQ0094.and adjusted by the National Geodetic Survey in June 1991..
 NQ0094
 NQ0094.The geoid height was determined by GEOID03.
 NQ0094
 NQ0094.The dynamic height is computed by dividing the NAVD 88
 NQ0094.geopotential number by the normal gravity value computed on the
 NQ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0094.degrees latitude (g = 980.6199 gals.).
 NQ0094
 NQ0094.The modeled gravity was interpolated from observed gravity values.
 NQ0094
 NQ0094;                    North         East    Units  Estimated Accuracy
 NQ0094;SPC WY E     -   220,890.      266,200.      MT  (+/- 180 meters Scaled)
 NQ0094
 NQ0094                          SUPERSEDED SURVEY CONTROL
 NQ0094
 NQ0094  NGVD 29 (??/??/92) 1418.408  (m)         4653.56   (f) ADJ UNCH    2 0
 NQ0094
 NQ0094.Superseded values are not recommended for survey control.
 NQ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0094.See file dsdata.txt to determine how the superseded data were derived.
 NQ0094
 NQ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH524039(NAD 83)
 NQ0094_MARKER: DB = BENCH MARK DISK
 NQ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0094_STAMPING: P 95 1934
 NQ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0094+STABILITY: SURFACE MOTION
 NQ0094
 NQ0094  HISTORY     - Date     Condition        Report By
 NQ0094  HISTORY     - 1934     MONUMENTED       CGS
 NQ0094
 NQ0094                          STATION DESCRIPTION
 NQ0094
 NQ0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0094'1.7 MI N FROM JAY EM.
 NQ0094'1.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM JAY EM, GOSHEN COUNTY,
 NQ0094'AT THE JUNCTION WITH A SIDE ROAD, 44.3 FEET NORTH OF THE
 NQ0094'CENTERLINE OF THE ROAD, 49.0 FEET WEST OF THE CENTERLINE OF THE
 NQ0094'HIGHWAY, 4.2 FEET NORTHEAST OF A FENCE CORNER, AND 3.0 FEET EAST
 NQ0094'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 95 1934
 NQ0094'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- CONCRETE POST
 NQ0094'REPORTED BROKEN IN JULY 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0058 ***********************************************************************
 MO0058  DESIGNATION -  P 96
 MO0058  PID         -  MO0058
 MO0058  STATE/COUNTY-  WY/LARAMIE
 MO0058  USGS QUAD   -  ALBIN (1991)
 MO0058
 MO0058                         *CURRENT SURVEY CONTROL
 MO0058  ___________________________________________________________________
 MO0058* NAD 83(1986)-  41 25 04.     (N)    104 05 54.     (W)     SCALED    
 MO0058* NAVD 88     -      1628.525  (meters)    5342.92   (feet)  ADJUSTED  
 MO0058  ___________________________________________________________________
 MO0058  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MO0058  DYNAMIC HT  -        1627.265 (meters)    5338.79  (feet)  COMP
 MO0058  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 MO0058
 MO0058  VERT ORDER  -  SECOND    CLASS 0
 MO0058
 MO0058.The horizontal coordinates were scaled from a topographic map and have
 MO0058.an estimated accuracy of +/- 6 seconds.
 MO0058
 MO0058.The orthometric height was determined by differential leveling
 MO0058.and adjusted by the National Geodetic Survey in June 1991..
 MO0058
 MO0058.The geoid height was determined by GEOID03.
 MO0058
 MO0058.The dynamic height is computed by dividing the NAVD 88
 MO0058.geopotential number by the normal gravity value computed on the
 MO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0058.degrees latitude (g = 980.6199 gals.).
 MO0058
 MO0058.The modeled gravity was interpolated from observed gravity values.
 MO0058
 MO0058;                    North         East    Units  Estimated Accuracy
 MO0058;SPC WY E     -   102,470.      289,310.      MT  (+/- 180 meters Scaled)
 MO0058
 MO0058                          SUPERSEDED SURVEY CONTROL
 MO0058
 MO0058  NGVD 29 (??/??/92) 1627.661  (m)         5340.08   (f) ADJ UNCH    2 0
 MO0058
 MO0058.Superseded values are not recommended for survey control.
 MO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0058.See file dsdata.txt to determine how the superseded data were derived.
 MO0058
 MO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF753855(NAD 83)
 MO0058_MARKER: DB = BENCH MARK DISK
 MO0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0058_STAMPING: P 96 1934
 MO0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0058+STABILITY: SURFACE MOTION
 MO0058
 MO0058  HISTORY     - Date     Condition        Report By
 MO0058  HISTORY     - 1934     MONUMENTED       CGS
 MO0058  HISTORY     - 1941     GOOD             NGS
 MO0058
 MO0058                          STATION DESCRIPTION
 MO0058
 MO0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0058'AT ALBIN.
 MO0058'AT ALBIN, LARAMIE COUNTY, 67.7 FEET NORTH OF THE NORTHEAST
 MO0058'CORNER OF THE UNION PACIFIC RAILROAD STATION, IN THE SOUTHEAST
 MO0058'CORNER OF A PACK NORTH OF THE STATION, 17.5 FEET WEST OF THE
 MO0058'WEST RAIL OF THE MAIN TRACK, AND 1.9 FEET WEST AND 1.2 FEET NORTH
 MO0058'OF A FENCE CORNER.  A STANDARD DISK, STAMPED P 96 1934 AND SET
 MO0058'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0040 ***********************************************************************
 MO0040  DESIGNATION -  P 99
 MO0040  PID         -  MO0040
 MO0040  STATE/COUNTY-  WY/GOSHEN
 MO0040  USGS QUAD   -  NEEDLE ROCK (1990)
 MO0040
 MO0040                         *CURRENT SURVEY CONTROL
 MO0040  ___________________________________________________________________
 MO0040* NAD 83(1986)-  41 49 40.     (N)    104 26 28.     (W)     SCALED    
 MO0040* NAVD 88     -      1371.039  (meters)    4498.15   (feet)  ADJUSTED  
 MO0040  ___________________________________________________________________
 MO0040  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 MO0040  DYNAMIC HT  -        1370.098 (meters)    4495.06  (feet)  COMP
 MO0040  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 MO0040
 MO0040  VERT ORDER  -  SECOND    CLASS 0
 MO0040
 MO0040.The horizontal coordinates were scaled from a topographic map and have
 MO0040.an estimated accuracy of +/- 6 seconds.
 MO0040
 MO0040.The orthometric height was determined by differential leveling
 MO0040.and adjusted by the National Geodetic Survey in June 1991..
 MO0040
 MO0040.The geoid height was determined by GEOID03.
 MO0040
 MO0040.The dynamic height is computed by dividing the NAVD 88
 MO0040.geopotential number by the normal gravity value computed on the
 MO0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0040.degrees latitude (g = 980.6199 gals.).
 MO0040
 MO0040.The modeled gravity was interpolated from observed gravity values.
 MO0040
 MO0040;                    North         East    Units  Estimated Accuracy
 MO0040;SPC WY E     -   147,700.      260,270.      MT  (+/- 180 meters Scaled)
 MO0040
 MO0040                          SUPERSEDED SURVEY CONTROL
 MO0040
 MO0040  NGVD 29 (??/??/92) 1370.240  (m)         4495.53   (f) ADJ UNCH    2 0
 MO0040
 MO0040.Superseded values are not recommended for survey control.
 MO0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0040.See file dsdata.txt to determine how the superseded data were derived.
 MO0040
 MO0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG464308(NAD 83)
 MO0040_MARKER: DB = BENCH MARK DISK
 MO0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0040_STAMPING: P 99 1934
 MO0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0040+STABILITY: SURFACE MOTION
 MO0040
 MO0040  HISTORY     - Date     Condition        Report By
 MO0040  HISTORY     - 1934     MONUMENTED       CGS
 MO0040  HISTORY     - 1941     GOOD             NGS
 MO0040
 MO0040                          STATION DESCRIPTION
 MO0040
 MO0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0040'12 MI NW FROM HAWK SPRINGS.
 MO0040'3 MILES NORTH AND 9 MILES WEST ALONG THE COUNTY ROAD LEADING
 MO0040'TO CHUGWATER FROM HAWK SPRINGS, GOSHEN COUNTY, IN THE SOUTHWEST
 MO0040'CORNER OF SEC. 33, T. 22 N., R. 63 W., AT A ROAD INTERSECTION,
 MO0040'35 FEET NORTH OF THE CENTERLINE OF THE CHUGWATER ROAD, 30 FEET
 MO0040'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, IN THE FENCE
 MO0040'CORNER, 2 FEET NORTH OF THE EAST-AND-WEST FENCE, AND 4 FEET WEST
 MO0040'OF THE NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED P 99 1934
 MO0040'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1081 ***********************************************************************
 MO1081  DESIGNATION -  P O RM 1
 MO1081  PID         -  MO1081
 MO1081  STATE/COUNTY-  WY/LARAMIE
 MO1081  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO1081
 MO1081                         *CURRENT SURVEY CONTROL
 MO1081  ___________________________________________________________________
 MO1081* NAD 83(1993)-  41 12 49.93215(N)    104 51 35.75411(W)     ADJUSTED  
 MO1081* NAVD 88     -      1943.     (meters)    6375.     (feet)  SCALED    
 MO1081  ___________________________________________________________________
 MO1081  LAPLACE CORR-         -11.35  (seconds)                    DEFLEC99
 MO1081  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 MO1081
 MO1081  HORZ ORDER  -  SECOND
 MO1081
 MO1081.The horizontal coordinates were established by classical geodetic methods
 MO1081.and adjusted by the National Geodetic Survey in January 1997..
 MO1081
 MO1081.The orthometric height was scaled from a topographic map.
 MO1081
 MO1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1081
 MO1081.The geoid height was determined by GEOID03.
 MO1081
 MO1081;                    North         East     Units Scale Factor Converg.
 MO1081;SPC WY E     -    79,316.496   225,722.012   MT  0.99994564   +0 12 07.6
 MO1081;UTM  13      - 4,562,508.564   511,741.800   MT  0.99960170   +0 05 32.2
 MO1081
 MO1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1081!SPC WY E     -   0.99969780  x   0.99994564  =   0.99964346
 MO1081!UTM  13      -   0.99969780  x   0.99960170  =   0.99929962
 MO1081
 MO1081                          SUPERSEDED SURVEY CONTROL
 MO1081
 MO1081  NAD 83(1986)-  41 12 49.91663(N)    104 51 35.75186(W) AD(       ) 2
 MO1081  NAD 27      -  41 12 49.98760(N)    104 51 33.85990(W) AD(       ) 2
 MO1081
 MO1081.Superseded values are not recommended for survey control.
 MO1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1081.See file dsdata.txt to determine how the superseded data were derived.
 MO1081
 MO1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1174262509(NAD 83)
 MO1081_MARKER: DR = REFERENCE MARK DISK
 MO1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1081+STABILITY: SURFACE MOTION
 MO1081
 MO1081  HISTORY     - Date     Condition        Report By
 MO1081  HISTORY     - 1960     MONUMENTED       USGS
 MO1081
 MO1081                          STATION DESCRIPTION
 MO1081
 MO1081'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MO1081'THE STATION IS LOCATED, AIRLINE, ABOUT 5 MILES NORTH-NORTHWEST
 MO1081'OF CHEYENNE, AT THE F.E. WARREN A.F.B. MICRO STATION, IN THE
 MO1081'NW QUARTER OF SEC. 2, TOWNSHIP 14 N, RANGE 67 W.
 MO1081'
 MO1081'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 MO1081'25 AND STATE ROUTE 1100, ABOUT 5 MILES NORTH OF CHEYENNE,
 MO1081'GO WEST ON STATE ROUTE 1100 FOR 1.1 MILES.  TURN LEFT ONTO A
 MO1081'GRAVELED ROAD AND GO SOUTH FOR 0.5 MILE TO THE F.E. WARREN
 MO1081'A.F.B. MICRO STATION AND THE STATION.
 MO1081'
 MO1081'USGS REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK
 MO1081'STAMPED NO 1 SET IN TOP OF A 5-INCH SQUARE CONCRETE MONUMENT
 MO1081'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT THE
 MO1081'SAME ELEVATION AS THE STATION.  IT IS 37 FEET NORTH OF THE
 MO1081'SOUTH SIDE OF THE ENCLOSURE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0082 ***********************************************************************
 MO0082  DESIGNATION -  P P 80
 MO0082  PID         -  MO0082
 MO0082  STATE/COUNTY-  WY/LARAMIE
 MO0082  USGS QUAD   -  PINE BLUFFS (1992)
 MO0082
 MO0082                         *CURRENT SURVEY CONTROL
 MO0082  ___________________________________________________________________
 MO0082* NAD 83(1986)-  41 11 07.     (N)    104 03 44.     (W)     SCALED    
 MO0082* NAVD 88     -      1537.437  (meters)    5044.07   (feet)  ADJUSTED  
 MO0082  ___________________________________________________________________
 MO0082  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 MO0082  DYNAMIC HT  -        1536.237 (meters)    5040.14  (feet)  COMP
 MO0082  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 MO0082
 MO0082  VERT ORDER  -  SECOND    CLASS 0
 MO0082
 MO0082.The horizontal coordinates were scaled from a topographic map and have
 MO0082.an estimated accuracy of +/- 6 seconds.
 MO0082
 MO0082.The orthometric height was determined by differential leveling
 MO0082.and adjusted by the National Geodetic Survey in June 1991..
 MO0082.WARNING-Repeat measurements at this control monument indicate possible
 MO0082.vertical movement.
 MO0082
 MO0082.The geoid height was determined by GEOID03.
 MO0082
 MO0082.The dynamic height is computed by dividing the NAVD 88
 MO0082.geopotential number by the normal gravity value computed on the
 MO0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0082.degrees latitude (g = 980.6199 gals.).
 MO0082
 MO0082.The modeled gravity was interpolated from observed gravity values.
 MO0082
 MO0082;                    North         East    Units  Estimated Accuracy
 MO0082;SPC WY E     -    76,680.      292,660.      MT  (+/- 180 meters Scaled)
 MO0082
 MO0082                          SUPERSEDED SURVEY CONTROL
 MO0082
 MO0082  NGVD 29 (??/??/92) 1536.63   (m)         5041.4    (f) COMPUTED    2 0
 MO0082
 MO0082.Superseded values are not recommended for survey control.
 MO0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0082.See file dsdata.txt to determine how the superseded data were derived.
 MO0082
 MO0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF786597(NAD 83)
 MO0082_MARKER: DB = BENCH MARK DISK
 MO0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0082_SP_SET: CULVERT
 MO0082_STAMPING: P P 80 1952
 MO0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0082
 MO0082  HISTORY     - Date     Condition        Report By
 MO0082  HISTORY     - 1952     MONUMENTED       CGS
 MO0082  HISTORY     - 1960     GOOD             NGS
 MO0082
 MO0082                          STATION DESCRIPTION
 MO0082
 MO0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0082'0.4 MI E FROM PINE BLUFFS.
 MO0082'0.4 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0082'AT PINE BLUFFS, 174 FEET EAST OF THE CENTER OF A ROAD CROSSING,
 MO0082'74 FEET NORTH OF A FENCE, 17.4 FEET SOUTH OF THE SOUTH RAIL
 MO0082'OF THE SOUTH TRACK, SET IN THE TOP OF THE WEST END OF THE
 MO0082'SOUTH HEADWALL OF A 7 X 11 FOOT CONCRETE CULVERT.
 MO0082
 MO0082                          STATION RECOVERY (1960)
 MO0082
 MO0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MO0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1225 ***********************************************************************
 PY1225  DESIGNATION -  PACIFIC
 PY1225  PID         -  PY1225
 PY1225  STATE/COUNTY-  WY/TETON
 PY1225  USGS QUAD   -  TWO OCEAN PASS (1996)
 PY1225
 PY1225                         *CURRENT SURVEY CONTROL
 PY1225  ___________________________________________________________________
 PY1225* NAD 83(1993)-  44 02 31.89764(N)    110 14 01.44031(W)     ADJUSTED  
 PY1225* NAVD 88     -      2959.0    (meters)    9708.     (feet)  VERTCON   
 PY1225  ___________________________________________________________________
 PY1225  LAPLACE CORR-           7.74  (seconds)                    DEFLEC99
 PY1225  GEOID HEIGHT-          -7.72  (meters)                     GEOID03
 PY1225
 PY1225  HORZ ORDER  -  THIRD
 PY1225
 PY1225.The horizontal coordinates were established by classical geodetic methods
 PY1225.and adjusted by the National Geodetic Survey in January 1997..
 PY1225
 PY1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1225
 PY1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1225
 PY1225.The geoid height was determined by GEOID03.
 PY1225
 PY1225;                    North         East     Units Scale Factor Converg.
 PY1225;SPC WY W     -   493,448.289   787,946.287   MT  0.99993929   -0 06 16.4
 PY1225;UTM  12      - 4,876,844.626   561,391.252   MT  0.99964635   +0 31 57.8
 PY1225
 PY1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1225!SPC WY W     -   0.99953744  x   0.99993929  =   0.99947675
 PY1225!UTM  12      -   0.99953744  x   0.99964635  =   0.99918395
 PY1225
 PY1225:                Primary Azimuth Mark                     Grid Az
 PY1225:SPC WY W     -  BOBCAT                                   264 33 17.7
 PY1225:UTM  12      -  BOBCAT                                   263 55 03.5
 PY1225
 PY1225|---------------------------------------------------------------------|
 PY1225| PID    Reference Object                     Distance      Geod. Az  |
 PY1225|                                                           dddmmss.s |
 PY1225| PY1228 BOBCAT                              APPROX.19.1 KM 2642701.3 |
 PY1225|---------------------------------------------------------------------|
 PY1225
 PY1225                          SUPERSEDED SURVEY CONTROL
 PY1225
 PY1225  NAD 83(1993)-  44 02 31.89001(N)    110 14 01.43264(W) AD(       ) 3
 PY1225  NAD 83(1986)-  44 02 31.88678(N)    110 14 01.42602(W) AD(       ) 3
 PY1225  NAD 27      -  44 02 32.07342(N)    110 13 58.70000(W) AD(       ) 3
 PY1225  NGVD 29 (07/19/86) 2957.6    (m)         9703.     (f) VERT ANG       
 PY1225
 PY1225.Superseded values are not recommended for survey control.
 PY1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1225.See file dsdata.txt to determine how the superseded data were derived.
 PY1225
 PY1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP6139176845(NAD 83)
 PY1225_MARKER: DD = SURVEY DISK
 PY1225_SETTING: 66 = SET IN ROCK OUTCROP
 PY1225_SP_SET: SET IN ROCK OUTCROP
 PY1225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1225+STABILITY: POSITION/ELEVATION WELL
 PY1225
 PY1225  HISTORY     - Date     Condition        Report By
 PY1225  HISTORY     - 1955     MONUMENTED       USGS
 PY1225
 PY1225                          STATION DESCRIPTION
 PY1225
 PY1225'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1225'STATION IS LOCATED ABOUT 23 MI. (AIRLINE) SE. OF THE S. ENTRANCE OF
 PY1225'YELLOWSTONE PARK, WYOMING, ABOUT 3.5 MI. SSE. OF THE FOX CREEK
 PY1225'PATROL CABIN, S. BOUNDARY OF YELLOWSTONE PARK, ON A PARTIALLY BURNED
 PY1225'RIDGE.
 PY1225'
 PY1225'TO REACH FROM THE S. ENTRANCE OF YELLOWSTONE PARK, WYOMING, PROCEED
 PY1225'E. ON THE SNAKE RIVER TRAIL ABOUT 9 MI. TO A TRAIL JUNCTION FOR HART
 PY1225'LAKE.  TAKE THE RIGHT FORK FOLLOWING PARK BLAZES TO THE HAREBELL
 PY1225'SNOWSHOE CABIN.  CONTINUE E. ALONG THIS TRAIL PASSING OVER BIG GAME
 PY1225'RIDGE AND INTO FOX PARK TO THE FOX PARK PATROL CABIN.  PROCEED ON
 PY1225'TRAIL LEADING S. FROM THIS CABIN TO MINK CREEK ABOUT 4 MI. TO A
 PY1225'JUNCTION OF TRAILS.  TAKE THE TRAIL LEADING NE. ALONG MINK CREEK TO
 PY1225'AN OLD HUNTING CAMP SITE.  FROM HERE FOLLOW THE TRAIL SE. UP A STEEP
 PY1225'SLOPE TO THE TOP OF A HIGH RIDGE AND A LARGE MEADOW.  CONTINUE ON
 PY1225'THE TRAIL ABOUT 2 MI. UNTIL THE TRAIL STARTS TO DROP OFF TO THE S.
 PY1225'INTO PACIFIC CREEK.  LEAVE TRAIL HERE AND HEAD SE. ABOUT 2 MI. TO
 PY1225'A MEADOW AND A LAKE.  STATION IS ABOUT 1.5 MI. W. OF THIS MEADOW ON
 PY1225'A HIGH PARTIALLY BURNED RIDGE RUNNING N. AND S.
 PY1225'
 PY1225'STATION MARK--STANDARD TABLET, STAMPED ---PACIFIC 1955---, SET IN A
 PY1225'ROCK PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0435 ***********************************************************************
 OW0435  DESIGNATION -  PADLOCK
 OW0435  PID         -  OW0435
 OW0435  STATE/COUNTY-  WY/HOT SPRINGS
 OW0435  USGS QUAD   -  ARAPAHOE RANCH (1965)
 OW0435
 OW0435                         *CURRENT SURVEY CONTROL
 OW0435  ___________________________________________________________________
 OW0435* NAD 83(1993)-  43 44 54.33526(N)    108 30 28.59483(W)     ADJUSTED  
 OW0435* NAVD 88     -      1843.5    (meters)    6048.     (feet)  VERTCON   
 OW0435  ___________________________________________________________________
 OW0435  LAPLACE CORR-          -9.44  (seconds)                    DEFLEC99
 OW0435  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 OW0435
 OW0435  HORZ ORDER  -  THIRD
 OW0435
 OW0435.The horizontal coordinates were established by classical geodetic methods
 OW0435.and adjusted by the National Geodetic Survey in January 1997..
 OW0435
 OW0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0435
 OW0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0435
 OW0435.The geoid height was determined by GEOID03.
 OW0435
 OW0435;                    North         East     Units Scale Factor Converg.
 OW0435;SPC WYWC     -   360,827.261   619,495.099   MT  0.99994217   +0 10 02.6
 OW0435;UTM  12      - 4,846,950.019   700,643.602   MT  1.00009519   +1 43 25.7
 OW0435
 OW0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0435!SPC WYWC     -   0.99971294  x   0.99994217  =   0.99965512
 OW0435!UTM  12      -   0.99971294  x   1.00009519  =   0.99980810
 OW0435
 OW0435:                Primary Azimuth Mark                     Grid Az
 OW0435:SPC WYWC     -  COAL                                     084 34 35.7
 OW0435:UTM  12      -  COAL                                     083 01 12.6
 OW0435
 OW0435|---------------------------------------------------------------------|
 OW0435| PID    Reference Object                     Distance      Geod. Az  |
 OW0435|                                                           dddmmss.s |
 OW0435| OW0249 COAL                                APPROX. 9.3 KM 0844438.3 |
 OW0435|---------------------------------------------------------------------|
 OW0435
 OW0435                          SUPERSEDED SURVEY CONTROL
 OW0435
 OW0435  NAD 83(1986)-  43 44 54.32218(N)    108 30 28.60356(W) AD(       ) 3
 OW0435  NGVD 29 (11/06/89) 1842.6    (m)         6045.     (f) VERT ANG       
 OW0435
 OW0435.Superseded values are not recommended for survey control.
 OW0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0435.See file dsdata.txt to determine how the superseded data were derived.
 OW0435
 OW0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP0064446950(NAD 83)
 OW0435_MARKER: DS = TRIANGULATION STATION DISK
 OW0435_SETTING: 0 = UNSPECIFIED SETTING
 OW0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0435
 OW0435  HISTORY     - Date     Condition        Report By
 OW0435  HISTORY     - 1904     MONUMENTED       USGS
 OW0435
 OW0435                          STATION DESCRIPTION
 OW0435
 OW0435'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 OW0435'ON DIVIDE BETWEEN COTTONWOOD AND OWL CREEKS, ABOUT 2.5 MI. NE. OF
 OW0435'PADLOCK RANCH, WHICH IS ABOUT 17 MI. FROM THERMOPOLIS AND 12 MI.
 OW0435'FROM EMBAR, AND JUST ACROSS OWL CREEK FROM RD. BETWEEN THERMOPOLIS
 OW0435'AND EMBAR.
 OW0435'
 OW0435'RECOVERED BY USGS IN 1965.
 OW0435'
 OW0435'STATION MARK--STANDARD BRONZE TRIANGULATION TABLET CEMENTED IN
 OW0435'SOLID ROCK, STAMPED---PADLOCK-ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0532 ***********************************************************************
 PW0532  DESIGNATION -  PAINT
 PW0532  PID         -  PW0532
 PW0532  STATE/COUNTY-  WY/BIG HORN
 PW0532  USGS QUAD   -  ALLEN DRAW (1993)
 PW0532
 PW0532                         *CURRENT SURVEY CONTROL
 PW0532  ___________________________________________________________________
 PW0532* NAD 83(1993)-  44 19 40.66040(N)    107 27 24.77330(W)     ADJUSTED  
 PW0532* NAVD 88     -      2257.7    (meters)    7407.     (feet)  VERTCON   
 PW0532  ___________________________________________________________________
 PW0532  LAPLACE CORR-          24.23  (seconds)                    DEFLEC99
 PW0532  GEOID HEIGHT-          -9.11  (meters)                     GEOID03
 PW0532
 PW0532  HORZ ORDER  -  SECOND
 PW0532
 PW0532.The horizontal coordinates were established by classical geodetic methods
 PW0532.and adjusted by the National Geodetic Survey in January 1997..
 PW0532
 PW0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0532
 PW0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0532
 PW0532.The geoid height was determined by GEOID03.
 PW0532
 PW0532;                    North         East     Units Scale Factor Converg.
 PW0532;SPC WYEC     -   525,196.023   390,146.037   MT  0.99993869   -0 05 10.8
 PW0532;UTM  13      - 4,911,235.533   304,108.491   MT  1.00007195   -1 43 02.4
 PW0532
 PW0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0532!SPC WYEC     -   0.99964755  x   0.99993869  =   0.99958626
 PW0532!UTM  13      -   0.99964755  x   1.00007195  =   0.99971947
 PW0532
 PW0532|---------------------------------------------------------------------|
 PW0532| PID    Reference Object                     Distance      Geod. Az  |
 PW0532|                                                           dddmmss.s |
 PW0532| CQ6278 PAINT RM 1                           11.212 METERS 17759     |
 PW0532| CQ6277 PAINT AZ MK                                        2875351.7 |
 PW0532| CQ6279 PAINT RM 2                           10.926 METERS 29135     |
 PW0532|---------------------------------------------------------------------|
 PW0532
 PW0532                          SUPERSEDED SURVEY CONTROL
 PW0532
 PW0532  NAD 83(1986)-  44 19 40.64297(N)    107 27 24.76170(W) AD(       ) 2
 PW0532  NAD 27      -  44 19 40.77920(N)    107 27 22.48380(W) AD(       ) 2
 PW0532  NGVD 29 (07/19/86) 2256.8    (m)         7404.     (f) VERT ANG       
 PW0532
 PW0532.Superseded values are not recommended for survey control.
 PW0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0532.See file dsdata.txt to determine how the superseded data were derived.
 PW0532
 PW0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK0410811236(NAD 83)
 PW0532_MARKER: DS = TRIANGULATION STATION DISK
 PW0532_SETTING: 66 = SET IN ROCK OUTCROP
 PW0532
 PW0532  HISTORY     - Date     Condition        Report By
 PW0532  HISTORY     - 1957     MONUMENTED       CGS
 PW0532
 PW0532                          STATION DESCRIPTION
 PW0532
 PW0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0532'STATION IS ABOUT 8 MILES EAST AND 5-1/2 MILES NORTH OF HYATTVILLE,
 PW0532'ABOUT 1 MILE WEST OF THE WEST BOUNDARY OF THE BIG HORN NATIONAL
 PW0532'FOREST AND ON THE WESTERN SLOPE OF A RIDGE BETWEEN MEDICINE LODGE
 PW0532'AND PAINT ROCK CREEKS.
 PW0532'
 PW0532'TO REACH FROM HYATTVILLE, GO NORTH ON SURFACED ROAD FOR
 PW0532'0.45 MILE TO WHERE THE SURFACED ROAD TURNS LEFT AND A GRADED
 PW0532'ROAD LEADS STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON GRADED
 PW0532'ROAD NORTH FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 PW0532'EAST ON MAIN GRADED ROAD FOR 4.4 MILES TO A FORK.  TAKE LEFT
 PW0532'FORK, CROSSING CATTLEGUARD, AND FOLLOW THE MAIN ROAD
 PW0532'NORTHEASTERLY FOR 6.0 MILES TO AZIMUTH MARK ABOUT 0.05 MILE ON
 PW0532'THE LEFT AND ON THE EAST SIDE OF A SMALL GROVE OF PINE TREES.
 PW0532'CONTINUE EAST ON GRADED ROAD FOR 0.95 MILE TO A FORK.  TAKE
 PW0532'RIGHT FORK AND GO SOUTHEAST FOR 0.05 MILE TO A TRACK ROAD
 PW0532'RIGHT.  BEAR RIGHT, SOUTH, AND GO 0.05 MILE TO STATION.
 PW0532'
 PW0532'ALL MARKS ARE STANDARD DISKS SET IN DRILL HOLES IN OUTCROPPING
 PW0532'BEDROCK.
 PW0532'
 PW0532'STATION MARK IS STAMPED PAINT 1957.  IT IS 315 FEET SOUTH OF THE
 PW0532'INTERSECTION OF THE ROAD FORKS AND 197 FEET SOUTHWEST OF THE
 PW0532'TRACK ROAD.  NO WHITE WITNESS POST WAS SET.
 PW0532'
 PW0532'REFERENCE MARK 1 IS STAMPED PAINT NO 1 1957.
 PW0532'
 PW0532'REFERENCE MARK 2 IS STAMPED PAINT NO 2 1957.
 PW0532'
 PW0532'AZIMUTH MARK IS STAMPED PAINT 1957.  IT IS 21 FEET EAST OF A
 PW0532'DOUBLE TRUNKED PINE TREE AND 15 FEET SOUTH OF THE EDGE OF A SHARP
 PW0532'BLUFF.  NO WHITE WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0513 ***********************************************************************
 PX0513  DESIGNATION -  PAINT
 PX0513  PID         -  PX0513
 PX0513  STATE/COUNTY-  WY/WASHAKIE
 PX0513  USGS QUAD   -  DUTCH NICK FLAT (1951)
 PX0513
 PX0513                         *CURRENT SURVEY CONTROL
 PX0513  ___________________________________________________________________
 PX0513* NAD 83(1993)-  44 01 08.52059(N)    108 21 08.42203(W)     ADJUSTED  
 PX0513* NAVD 88     -      1527.6    (meters)    5012.     (feet)  VERTCON   
 PX0513  ___________________________________________________________________
 PX0513  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 PX0513  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 PX0513
 PX0513  HORZ ORDER  -  THIRD
 PX0513
 PX0513.The horizontal coordinates were established by classical geodetic methods
 PX0513.and adjusted by the National Geodetic Survey in January 1997..
 PX0513
 PX0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0513
 PX0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0513
 PX0513.The geoid height was determined by GEOID03.
 PX0513
 PX0513;                    North         East     Units Scale Factor Converg.
 PX0513;SPC WYEC     -   491,368.925   318,300.482   MT  1.00001957   -0 42 29.3
 PX0513;UTM  12      - 4,877,395.261   712,208.655   MT  1.00015389   +1 50 25.9
 PX0513
 PX0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0513!SPC WYEC     -   0.99976261  x   1.00001957  =   0.99978217
 PX0513!UTM  12      -   0.99976261  x   1.00015389  =   0.99991646
 PX0513
 PX0513                          SUPERSEDED SURVEY CONTROL
 PX0513
 PX0513  NAD 83(1986)-  44 01 08.51487(N)    108 21 08.41160(W) AD(       ) 3
 PX0513  NGVD 29 (11/06/89) 1526.7    (m)         5009.     (f) VERT ANG       
 PX0513
 PX0513.Superseded values are not recommended for survey control.
 PX0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0513.See file dsdata.txt to determine how the superseded data were derived.
 PX0513
 PX0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP1220977395(NAD 83)
 PX0513_MARKER: DS = TRIANGULATION STATION DISK
 PX0513_SETTING: 0 = UNSPECIFIED SETTING
 PX0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0513
 PX0513  HISTORY     - Date     Condition        Report By
 PX0513  HISTORY     - 1948     MONUMENTED       USGS
 PX0513
 PX0513                          STATION DESCRIPTION
 PX0513
 PX0513'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0513'LOCATED ABOUT 19 MI. W. OF WORLAND, ON TOP OF A SUGAR-LOAF RIDGE
 PX0513'BETWEEN GOOSEBERRY CREEK AND FIFTEENMILE CREEK, IN NE. 1/4 SEC. 27,
 PX0513'T 47 N, R 96 W.
 PX0513'
 PX0513'TO REACH FROM WORLAND, FROM POST OFFICE, GO S. ON U.S. HIGHWAY 20 FOR
 PX0513'9.5 MI. TO A SIDE RD. (ABOUT 0.5 MI. N. OF NIEBER), TURN RIGHT ON
 PX0513'MACADAM ROAD AND GO W. 18.0 MI. TO A CURVE IN RD., TURN RIGHT AND
 PX0513'MEANDER N. ACROSS COUNTRY ABOUT 1.0 MI. TO STATION.
 PX0513'
 PX0513'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 PX0513'---PAINT 1948 5011---.
 PX0513'
 PX0513'REFERENCE MARK NO. 1--IRON ROD, 29.4 FT. W. OF STATION MARK.
 PX0513'
 PX0513'REFERENCE MARK NO. 2--IRON ROD, 25.9 FT. NE. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0430 ***********************************************************************
 PX0430  DESIGNATION -  PALETTE
 PX0430  PID         -  PX0430
 PX0430  STATE/COUNTY-  WY/PARK
 PX0430  USGS QUAD   -  PHELPS MOUNTAIN (1991)
 PX0430
 PX0430                         *CURRENT SURVEY CONTROL
 PX0430  ___________________________________________________________________
 PX0430* NAD 83(1993)-  44 07 26.64245(N)    109 15 23.78861(W)     ADJUSTED  
 PX0430* NAVD 88     -      2369.6    (meters)    7774.     (feet)  VERTCON   
 PX0430  ___________________________________________________________________
 PX0430  LAPLACE CORR-         -18.16  (seconds)                    DEFLEC99
 PX0430  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PX0430
 PX0430  HORZ ORDER  -  THIRD
 PX0430
 PX0430.The horizontal coordinates were established by classical geodetic methods
 PX0430.and adjusted by the National Geodetic Survey in January 1997..
 PX0430
 PX0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0430
 PX0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0430
 PX0430.The geoid height was determined by GEOID03.
 PX0430
 PX0430;                    North         East     Units Scale Factor Converg.
 PX0430;SPC WYWC     -   402,658.810   559,454.190   MT  0.99995771   -0 21 09.8
 PX0430;UTM  12      - 4,887,130.551   639,484.006   MT  0.99983928   +1 12 50.3
 PX0430
 PX0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0430!SPC WYWC     -   0.99962997  x   0.99995771  =   0.99958769
 PX0430!UTM  12      -   0.99962997  x   0.99983928  =   0.99946930
 PX0430
 PX0430:                Primary Azimuth Mark                     Grid Az
 PX0430:SPC WYWC     -  ROSE                                     061 34 17.9
 PX0430:UTM  12      -  ROSE                                     060 00 17.8
 PX0430
 PX0430|---------------------------------------------------------------------|
 PX0430| PID    Reference Object                     Distance      Geod. Az  |
 PX0430|                                                           dddmmss.s |
 PX0430| PX0429 ROSE                                APPROX. 8.7 KM 0611308.1 |
 PX0430|---------------------------------------------------------------------|
 PX0430
 PX0430                          SUPERSEDED SURVEY CONTROL
 PX0430
 PX0430  NAD 83(1986)-  44 07 26.63214(N)    109 15 23.77938(W) AD(       ) 3
 PX0430  NAD 27      -  44 07 26.80263(N)    109 15 21.23810(W) AD(       ) 3
 PX0430  NGVD 29 (07/19/86) 2368.3    (m)         7770.     (f) VERT ANG       
 PX0430
 PX0430.Superseded values are not recommended for survey control.
 PX0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0430.See file dsdata.txt to determine how the superseded data were derived.
 PX0430
 PX0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP3948487131(NAD 83)
 PX0430_MARKER: DD = SURVEY DISK
 PX0430_SETTING: 80 = SET IN A BOULDER
 PX0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0430+STABILITY: SURFACE MOTION
 PX0430
 PX0430  HISTORY     - Date     Condition        Report By
 PX0430  HISTORY     - 1954     MONUMENTED       USGS
 PX0430
 PX0430                          STATION DESCRIPTION
 PX0430
 PX0430'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0430'STATION IS ABOUT 19 MI. W. AND 2 MI. S. OF MEETEETSE, WYOMING, AND 1
 PX0430'MI. E. OF THE PALETTE NO.2 RANCH.
 PX0430'
 PX0430'TO REACH FROM MEETEETSE, GO SW. ON STATE SECONDARY 206 12.1 MI. TO
 PX0430'FORK.  TAKE LEFT FORK ON PITCHFORK RANCH RD., 5.8 MI. CROSSING BRIDGE
 PX0430'OVER GREYBULL RIVER.  GO 0.5 MI. TO A 3 WAY FORK AFTER PASSING THRU
 PX0430'PITCHFORK RANCH YARD TAKE LEFT FORK 1.8 MI. TO Y-JUNCTION, LEFT FORK
 PX0430'2.3 MI. AND TURN RIGHT OFF RD. AFTER CROSSING SMALL BRIDGE.  GO ACROSS
 PX0430'COUNTRY TO TOP AND THEN DOWN INTO DRAIN AND UP TO A HIGHER TOP AND
 PX0430'STATION.  A 2.0 MI. DRIVE FROM RD. A 4 WHEEL DRIVE VEHICLE IS
 PX0430'NECESSARY.
 PX0430'
 PX0430'STATION MARK - STANDARD TABLET CEMENTED IN AN OUTCROPPING BOULDER
 PX0430'STAMPED --- PALLETTE 1954 ---.
 PX0430'
 PX0430'REFERENCE MARK NO.1 - A 3/4 IN. DRILL HOLE IN A BOULDER 80.64 FT.,
 PX0430'S 46 DEG 01 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0467 ***********************************************************************
 PX0467  DESIGNATION -  PAPOOSE
 PX0467  PID         -  PX0467
 PX0467  STATE/COUNTY-  WY/PARK
 PX0467  USGS QUAD   -  HURRICANE MESA (1991)
 PX0467
 PX0467                         *CURRENT SURVEY CONTROL
 PX0467  ___________________________________________________________________
 PX0467* NAD 83(1993)-  44 46 38.96455(N)    109 51 11.59924(W)     ADJUSTED  
 PX0467* NAVD 88     -      3331.9    (meters)   10931.     (feet)  VERTCON   
 PX0467  ___________________________________________________________________
 PX0467  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 PX0467  GEOID HEIGHT-          -7.60  (meters)                     GEOID03
 PX0467
 PX0467  HORZ ORDER  -  FIRST
 PX0467
 PX0467.The horizontal coordinates were established by classical geodetic methods
 PX0467.and adjusted by the National Geodetic Survey in January 1997..
 PX0467
 PX0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0467
 PX0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0467
 PX0467.The geoid height was determined by GEOID03.
 PX0467
 PX0467;                    North         East     Units Scale Factor Converg.
 PX0467;SPC WYWC     -   475,730.637   512,683.827   MT  1.00003122   -0 46 37.6
 PX0467;SPC WY W     -   575,164.258   818,212.498   MT  0.99994158   +0 09 43.5
 PX0467;UTM  12      - 4,958,872.466   590,732.846   MT  0.99970123   +0 48 28.1
 PX0467
 PX0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0467!SPC WYWC     -   0.99947906  x   1.00003122  =   0.99951026
 PX0467!SPC WY W     -   0.99947906  x   0.99994158  =   0.99942067
 PX0467!UTM  12      -   0.99947906  x   0.99970123  =   0.99918044
 PX0467
 PX0467:                Primary Azimuth Mark                     Grid Az
 PX0467:SPC WYWC     -  WINDY MOUNTAIN LOOKOUT TOWER             086 24 27.7
 PX0467:SPC WY W     -  WINDY MOUNTAIN LOOKOUT TOWER             085 28 06.6
 PX0467:UTM  12      -  WINDY MOUNTAIN LOOKOUT TOWER             084 49 22.0
 PX0467
 PX0467|---------------------------------------------------------------------|
 PX0467| PID    Reference Object                     Distance      Geod. Az  |
 PX0467|                                                           dddmmss.s |
 PX0467| PX0453 WINDY MOUNTAIN LOOKOUT TOWER        APPROX.20.6 KM 0853750.1 |
 PX0467| CQ6284 PAPOOSE RM 1                          6.127 METERS 12258     |
 PX0467| CQ6283 PAPOOSE AZ MK                                      2375944.2 |
 PX0467| PY1209 PELICAN CONE LOOKOUT HOUSE          APPROX.30.5 KM 2420258.4 |
 PX0467| CQ6285 PAPOOSE RM 2                         12.290 METERS 25756     |
 PX0467|---------------------------------------------------------------------|
 PX0467
 PX0467                          SUPERSEDED SURVEY CONTROL
 PX0467
 PX0467  NAD 83(1993)-  44 46 38.95854(N)    109 51 11.59197(W) AD(       ) 1
 PX0467  NAD 83(1986)-  44 46 38.95396(N)    109 51 11.58694(W) AD(       ) 1
 PX0467  NAD 27      -  44 46 39.15200(N)    109 51 08.93100(W) AD(       ) 1
 PX0467  NGVD 29 (07/19/86) 3330.5    (m)        10927.     (f) VERT ANG       
 PX0467
 PX0467.Superseded values are not recommended for survey control.
 PX0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0467.See file dsdata.txt to determine how the superseded data were derived.
 PX0467
 PX0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ9073358872(NAD 83)
 PX0467_MARKER: DS = TRIANGULATION STATION DISK
 PX0467_SETTING: 66 = SET IN ROCK OUTCROP
 PX0467_SP_SET: PARTIALLY EXPOSED BEDROCK
 PX0467
 PX0467  HISTORY     - Date     Condition        Report By
 PX0467  HISTORY     - 1950     MONUMENTED       CGS
 PX0467  HISTORY     - 1953     GOOD             USGS
 PX0467
 PX0467                          STATION DESCRIPTION
 PX0467
 PX0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0467'THE STATION IS LOCATED ON PAPOOSE PEAK WHICH IS ABOUT 17
 PX0467'MILES SOUTHEAST OF COOKE CITY, MONTANA, AND IS BETWEEN CRANDELL
 PX0467'AND PAPOOSE CREEKS.  THE STATION MARK IS A BRONZE DISK SET
 PX0467'IN BED ROCK AND STAMPED PAPOOSE 1950.
 PX0467'
 PX0467'REFERENCE MARK NO. 1 IS SET IN A BOULDER AND THE DISK IS
 PX0467'STAMPED PAPOOSE NO 1 1950.
 PX0467'
 PX0467'REFERENCE MARK NO. 2 IS SET IN A BOULDER AND THE DISK IS
 PX0467'STAMPED PAPOOSE NO 2 1950.
 PX0467'
 PX0467'THE AZIMUTH MARK IS LOCATED ON A SMALL KNOLL ON TOP OF THE
 PX0467'MOUNTAIN, ABOUT 0.25 MILE BEFORE REACHING THE STATION SITE.
 PX0467'THE DISK IS SET IN A BOULDER PROJECTING 3 FEET, AND IS STAMPED
 PX0467'PAPOOSE 1950.
 PX0467'
 PX0467'TO REACH THE STATION FROM COOKE CITY, GO EASTERLY ON U.S.
 PX0467'HIGHWAY 12 FOR 12 MILES TO A GRAVELED SIDE ROAD RIGHT AND A
 PX0467'SIGN CRANDELL RANGER STATION, CODY, WYOMING 63 MILES.  TURN
 PX0467'RIGHT AND GO 4.4 MILES TO THE EVERETT WALLACE RANCH WHERE
 PX0467'HORSES CAN BE OBTAINED FOR THE PACK.  CONTINUE ON THE GRAVELED
 PX0467'ROAD FOR 2.7 MILE TO CRANDELL CREEK.  CONTINUE SOUTHEASTERLY
 PX0467'FOR 0.1 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO 0.2 MILE
 PX0467'TO THE END OF TRUCK TRAVEL.  FROM HERE FOLLOW A TRAIL
 PX0467'NORTHWEST AROUND A FENCE AND GO 3 MILES TO A FORK IN THE TRAIL
 PX0467'AND A SIGN HOODO CREEK, PAPOOSE CABIN 9 MILES.  FROM HERE
 PX0467'TAKE THE RIGHT TRAIL AND GO ABOUT 7 MILES TO A HUNTING CAMP OWNED
 PX0467'BY MR. WALLACE.  FROM HERE GO NORTHERLY ON THE TRAIL FOR ABOUT 2
 PX0467'MILES TO PAPOOSE CREEK AND A CABIN ON THE RIGHT.  THEN FOLLOW
 PX0467'PAPOOSE CREEK WESTERLY FOR ABOUT 1 MILE.  LEAVE THE TRAIL
 PX0467'AND GO RIGHT, NORTHERLY, UP A STEEP TIMBERED HILL FOR
 PX0467'ABOUT 0.8 MILE TO A GRASSY SLOPE ON THE WEST SIDE OF THE
 PX0467'MOUNTAIN.  BEAR RIGHT AND GO EASTERLY UP THE SLOPE FOR
 PX0467'1.9 MILES TO THE TOP OF THE MOUNTAIN AND STATION SITE.
 PX0467'
 PX0467'A GOOD PLACE TO CAMP WOULD BE 1.5 MILES WEST OF THE STATION
 PX0467'ON THE GRASSY SLOPE MENTIONED ABOVE.  WATER MAY BE OBTAINED IN A
 PX0467'DRAW ABOUT 100 YARDS WEST OF THE CAMP SITE.  PACK HORSES
 PX0467'MAY BE TAKEN FROM THE CAMP SITE TO THE STATION WHICH IS
 PX0467'ABOUT A 1-HOUR PACK.  FROM THE WALLACE RANCH TO THE CAMP
 PX0467'SITE, IS ABOUT A 9-HOUR HORSE PACK.
 PX0467
 PX0467                          STATION RECOVERY (1953)
 PX0467
 PX0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JRC)
 PX0467'NOTE--A 3 HOUR HORSE PACK FROM WALLACES HUNTING CAMP.
 PX0467'
 PX0467'RECOVERED.
 PX0467'
 PX0467'STATION MARK--STANDARD USC AND GS DISK, SET IN BEDROCK, STAMPED
 PX0467'---PAPOOSE 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0436 ***********************************************************************
 OW0436  DESIGNATION -  PARADISE
 OW0436  PID         -  OW0436
 OW0436  STATE/COUNTY-  WY/FREMONT
 OW0436  USGS QUAD   -  PARADISE BASIN (1993)
 OW0436
 OW0436                         *CURRENT SURVEY CONTROL
 OW0436  ___________________________________________________________________
 OW0436* NAD 83(1993)-  43 02 18.51920(N)    109 18 17.99827(W)     ADJUSTED  
 OW0436* NAVD 88     -      3616.0    (meters)   11863.     (feet)  VERTCON   
 OW0436  ___________________________________________________________________
 OW0436  LAPLACE CORR-         -11.69  (seconds)                    DEFLEC99
 OW0436  GEOID HEIGHT-          -8.27  (meters)                     GEOID03
 OW0436
 OW0436  HORZ ORDER  -  THIRD
 OW0436
 OW0436.The horizontal coordinates were established by classical geodetic methods
 OW0436.and adjusted by the National Geodetic Survey in January 1997..
 OW0436
 OW0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0436
 OW0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0436
 OW0436.The geoid height was determined by GEOID03.
 OW0436
 OW0436;                    North         East     Units Scale Factor Converg.
 OW0436;SPC WYWC     -   282,077.593   554,775.828   MT  0.99996265   -0 22 43.6
 OW0436;UTM  12      - 4,766,481.746   638,071.869   MT  0.99983452   +1 09 25.2
 OW0436
 OW0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0436!SPC WYWC     -   0.99943454  x   0.99996265  =   0.99939721
 OW0436!UTM  12      -   0.99943454  x   0.99983452  =   0.99926915
 OW0436
 OW0436:                Primary Azimuth Mark                     Grid Az
 OW0436:SPC WYWC     -  WILSON                                   214 36 55.2
 OW0436:UTM  12      -  WILSON                                   213 04 46.4
 OW0436
 OW0436|---------------------------------------------------------------------|
 OW0436| PID    Reference Object                     Distance      Geod. Az  |
 OW0436|                                                           dddmmss.s |
 OW0436| NS0278 WILSON                              APPROX. 7.6 KM 2141411.6 |
 OW0436|---------------------------------------------------------------------|
 OW0436
 OW0436                          SUPERSEDED SURVEY CONTROL
 OW0436
 OW0436  NAD 83(1986)-  43 02 18.50864(N)    109 18 17.98920(W) AD(       ) 3
 OW0436  NGVD 29 (11/06/89) 3614.5    (m)        11859.     (f) VERT ANG       
 OW0436
 OW0436.Superseded values are not recommended for survey control.
 OW0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0436.See file dsdata.txt to determine how the superseded data were derived.
 OW0436
 OW0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN3807266482(NAD 83)
 OW0436_MARKER: DD = SURVEY DISK
 OW0436_SETTING: 0 = UNSPECIFIED SETTING
 OW0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0436
 OW0436  HISTORY     - Date     Condition        Report By
 OW0436  HISTORY     - 1950     MONUMENTED       USGS
 OW0436
 OW0436                          STATION DESCRIPTION
 OW0436
 OW0436'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0436'STATION LOCATED IN NW. 1/4 SEC. 25, R 5 W, OF WIND RIVER MERIDIAN, AND
 OW0436'T 1 N, OF WIND RIVER BASE LINE.
 OW0436'
 OW0436'TO REACH FROM FT. WASHAKIE, WYOMING, FOLLOW STATE HIGHWAY NO. 287 N.
 OW0436'7.0 MI., BEAR LEFT ONTO GRADED RD. AT BOTTOM OF SAGE CREEK VALLEY AND
 OW0436'FOLLOW MAIN RD. NW. 5.5 MI., TAKE LEFT FORK AT FOOT OF GRADE JUST
 OW0436'BEYOND PASS, AND GO 13.5 MI. TO ST. LAWRENCE RANGER STATION AND END OF
 OW0436'TRUCK TRAVEL.  HORSES MAY USUALLY BE OBTAINED AT RANGER STATION OR
 OW0436'FROM BUD LECLAIR CAMP WHICH IS APPROXIMATELY 1 MI. E. OF RANGER
 OW0436'STATION.  TAKE GOOD HORSE TRAIL LEADING NW. UP THRU ST. LAWRENCE BASIN
 OW0436'FOR DISTANCE OF ABOUT 5 MI., TURN LEFT ABOUT 1.0 MI. BEFORE REACHING
 OW0436'SUMMIT OF MOUNTAIN ONTO TRAIL LEADING TO CAMPSITE OFTEN USED BY
 OW0436'SHEEPHERDERS, NEAR SMALL SPRING, ABOUT 1.0 MI. TO SW.  TURN RIGHT OF
 OW0436'CAMPSITE, TAKING CIRCUITOUS ROUTE THRU GRANITE BOULDERS TO SUMMIT OF
 OW0436'MOUNTAIN OVERLOOKING THREE VALLEYS AND STATION, PROCEED ABOUT 1 MI.,
 OW0436'PASSING LOOKOUT MTN. TO PROMINENT ROCKY TOPPED MTN. AND STATION.
 OW0436'HORSES MAY BE TAKEN TO FOOT OF SHARP UPRISING OF ROCK AND STATION,
 OW0436'WHERE SHORT CLIMB CAN BE HAD.  TRIP FROM ST. LAWRENCE RANGER STATION
 OW0436'TO PARADISE TAKES ABOUT 2-1/2 TO 3 HOURS.
 OW0436'
 OW0436'STATION MARK--STANDARD USGS TABLET STAMPED---WR-PARADISE 1950 VA
 OW0436'11,859---, CEMENTED INTO ROCK IN PLACE.
 OW0436'
 OW0436'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0604 ***********************************************************************
 MP0604  DESIGNATION -  PARCO
 MP0604  PID         -  MP0604
 MP0604  STATE/COUNTY-  WY/CARBON
 MP0604  USGS QUAD   -  LONE HAYSTACK MOUNTAIN (1981)
 MP0604
 MP0604                         *CURRENT SURVEY CONTROL
 MP0604  ___________________________________________________________________
 MP0604* NAD 83(1993)-  41 53 54.74701(N)    107 06 48.57005(W)     ADJUSTED  
 MP0604* NAVD 88     -      2261.3    (meters)    7419.     (feet)  VERTCON   
 MP0604  ___________________________________________________________________
 MP0604  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 MP0604  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 MP0604
 MP0604  HORZ ORDER  -  THIRD
 MP0604
 MP0604.The horizontal coordinates were established by classical geodetic methods
 MP0604.and adjusted by the National Geodetic Survey in January 1997..
 MP0604
 MP0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0604
 MP0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0604
 MP0604.The geoid height was determined by GEOID03.
 MP0604
 MP0604;                    North         East     Units Scale Factor Converg.
 MP0604;SPC WYEC     -   255,332.490   418,241.818   MT  0.99994159   +0 08 48.5
 MP0604;UTM  13      - 4,640,671.314   324,683.506   MT  0.99997822   -1 24 42.4
 MP0604
 MP0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0604!SPC WYEC     -   0.99964761  x   0.99994159  =   0.99958922
 MP0604!UTM  13      -   0.99964761  x   0.99997822  =   0.99962584
 MP0604
 MP0604:                Primary Azimuth Mark                     Grid Az
 MP0604:SPC WYEC     -  STEELE 2                                 124 53 13.4
 MP0604:UTM  13      -  STEELE 2                                 126 26 44.3
 MP0604
 MP0604|---------------------------------------------------------------------|
 MP0604| PID    Reference Object                     Distance      Geod. Az  |
 MP0604|                                                           dddmmss.s |
 MP0604| MP0599 STEELE 2                            APPROX.11.7 KM 1250201.9 |
 MP0604|---------------------------------------------------------------------|
 MP0604
 MP0604                          SUPERSEDED SURVEY CONTROL
 MP0604
 MP0604  NAD 83(1986)-  41 53 54.73461(N)    107 06 48.56320(W) AD(       ) 3
 MP0604  NAD 27      -  41 53 54.88443(N)    107 06 46.38544(W) AD(       ) 3
 MP0604  NGVD 29 (07/19/86) 2260.1    (m)         7415.     (f) VERT ANG       
 MP0604
 MP0604.Superseded values are not recommended for survey control.
 MP0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0604.See file dsdata.txt to determine how the superseded data were derived.
 MP0604
 MP0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2468440671(NAD 83)
 MP0604_MARKER: DD = SURVEY DISK
 MP0604_SETTING: 80 = SET IN A BOULDER
 MP0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0604+STABILITY: SURFACE MOTION
 MP0604
 MP0604  HISTORY     - Date     Condition        Report By
 MP0604  HISTORY     - 1951     MONUMENTED       USGS
 MP0604
 MP0604                          STATION DESCRIPTION
 MP0604
 MP0604'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0604'STATION LOCATED ABOUT 8.1  MI. N. OF SINCLAIR, WYOMING, ON A NE-SW
 MP0604'RIDGE.
 MP0604'
 MP0604'TO REACH FROM HOTEL AT SINCLAIR PROCEED W. ON U.S.HWY. 30 THREE BLOCKS
 MP0604'TO SEVENTH STREET THENCE N. 0.3 MI. TO CATTLEGUARD AND CROSSROAD,
 MP0604'THENCE NE. ON MAIN TRAVELED GRADED RD. 3.3 MI. TO CROSSROAD, THENCE
 MP0604'RIGHT 7.3 MI. TO DESERTED CABIN ON RIGHT AND TRACK RD. ON LEFT, THENCE
 MP0604'LEFT 0.3 MI. TO FORK, THENCE LEFT 0.4 MI. TO FORK AND POWER LINE,
 MP0604'THENCE RIGHT 2.5 MI. -RD. EXTREMELY ROUGH AND DIM IN PLACES.- TO DIM
 MP0604'FORK AT CREST OF RIDGE AND 5 FT. CAIRN, THENCE RIGHT ON DIM RD. ON
 MP0604'RIDGE 1.1 MI. TO CREST OF RIDGE, THENCE LEFT DOWN RIDGE ABOUT 900 FT.
 MP0604'TO LARGE BOULDER AND STATION.
 MP0604'
 MP0604'STATION MARK - STANDARD TABLET SET IN LARGE BOULDER AND STAMPED
 MP0604'---LFR-PARCO 1951 7413.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0270 ***********************************************************************
 NS0270  DESIGNATION -  PARK
 NS0270  PID         -  NS0270
 NS0270  STATE/COUNTY-  WY/FREMONT
 NS0270  USGS QUAD   -  WASHAKIE PARK (1981)
 NS0270
 NS0270                         *CURRENT SURVEY CONTROL
 NS0270  ___________________________________________________________________
 NS0270* NAD 83(1993)-  42 56 48.18965(N)    109 10 18.90165(W)     ADJUSTED  
 NS0270* NAVD 88     -      3107.3    (meters)   10195.     (feet)  VERTCON   
 NS0270  ___________________________________________________________________
 NS0270  LAPLACE CORR-         -21.91  (seconds)                    DEFLEC99
 NS0270  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 NS0270
 NS0270  HORZ ORDER  -  THIRD
 NS0270
 NS0270.The horizontal coordinates were established by classical geodetic methods
 NS0270.and adjusted by the National Geodetic Survey in January 1997..
 NS0270
 NS0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0270
 NS0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0270
 NS0270.The geoid height was determined by GEOID03.
 NS0270
 NS0270;                    North         East     Units Scale Factor Converg.
 NS0270;SPC WYWC     -   271,821.456   565,568.887   MT  0.99995208   -0 17 14.9
 NS0270;UTM  12      - 4,756,519.341   649,134.561   MT  0.99987362   +1 14 44.6
 NS0270
 NS0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0270!SPC WYWC     -   0.99951432  x   0.99995208  =   0.99946642
 NS0270!UTM  12      -   0.99951432  x   0.99987362  =   0.99938800
 NS0270
 NS0270:                Primary Azimuth Mark                     Grid Az
 NS0270:SPC WYWC     -  PARK AZ MK                               140 27 41.9
 NS0270:UTM  12      -  PARK AZ MK                               138 55 42.4
 NS0270
 NS0270|---------------------------------------------------------------------|
 NS0270| PID    Reference Object                     Distance      Geod. Az  |
 NS0270|                                                           dddmmss.s |
 NS0270| CP6356 PARK AZ MK                                         1401027.0 |
 NS0270| CP6357 PARK RM 1                            11.524 METERS 25009     |
 NS0270| CP6358 PARK RM 2                             3.444 METERS 35708     |
 NS0270|---------------------------------------------------------------------|
 NS0270
 NS0270                          SUPERSEDED SURVEY CONTROL
 NS0270
 NS0270  NAD 83(1986)-  42 56 48.18335(N)    109 10 18.89928(W) AD(       ) 3
 NS0270  NAD 27      -  42 56 48.33500(N)    109 10 16.42800(W) AD(       ) 3
 NS0270  NGVD 29 (11/06/89) 3105.9    (m)        10190.     (f) VERT ANG       
 NS0270
 NS0270.Superseded values are not recommended for survey control.
 NS0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0270.See file dsdata.txt to determine how the superseded data were derived.
 NS0270
 NS0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN4913556519(NAD 83)
 NS0270_MARKER: DS = TRIANGULATION STATION DISK
 NS0270_SETTING: 80 = SET IN A BOULDER
 NS0270_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NS0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0270
 NS0270  HISTORY     - Date     Condition        Report By
 NS0270  HISTORY     - 1936     MONUMENTED       CGS
 NS0270  HISTORY     - 1948     GOOD             USGS
 NS0270
 NS0270                          STATION DESCRIPTION
 NS0270
 NS0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0270'ABOUT 24 MILES WEST-NORTHWEST OF LANDER, ABOUT 8 MILES NORTHEAST
 NS0270'OF CONTINENTAL DIVIDE, IN SECOND LINE OF FOOTHILLS GOING WEST
 NS0270'INTO THE DIVIDE, NEAR HEADWATERS OF LITTLE WIND RIVER, ON
 NS0270'ROCKY SPUR OF MT. SHOSHONE IN WIND RIVER MOUNTAINS, ABOUT 3 MILES
 NS0270'SOUTH OF RANGER STATION IN WASHAKIE PARK, AND JUST SOUTH OF SMALL
 NS0270'PARK KNOWN LOCALLY AS LITTLE WASHAKIE PARK.  TO REACH FROM FORT
 NS0270'WASHAKIE, FOLLOW ROUTE GIVEN IN DESCRIPTION OF STATION MAGNUSON
 NS0270'(SEE ABOVE) UNTIL SADDLE WHERE TELEPHONE LINE CROSSES ROAD IS
 NS0270'REACHED.  CONTINUE ON ONLY ROAD 3.0 MILES TO RANGER STATION
 NS0270'IN WASHAKIE PARK.  MR. WHITE ST. CLAIR, RANGER, CAN GUIDE
 NS0270'PARTY TO STATION.  FROM CABIN AT RANGER STATION, FOLLOW TRAIL
 NS0270'THAT RUNS EAST ALONG NORTH SIDE OF WIRE FENCE ABOUT 1/2 MILE TO
 NS0270'GATE.  GO THROUGH GATE AND FOLLOW WELL-MARKED HORSE TRAIL
 NS0270'SOUTH ACROSS FLATS AND UP ABOUT 1 MILE TO TOP OF RIDGE.
 NS0270'CONTINUE ON TRAIL DOWN SOUTH SIDE OF RIDGE INTO VALLEY AND
 NS0270'SOUTHWEST ALONG VALLEY ABOUT 2 MILES TO WHERE HORSE TRAIL
 NS0270'ENTERS TIMBER ON SOUTH SIDE OF CLEARING NEAR SOUTHWEST END OF
 NS0270'VALLEY KNOWN AS LITTLE WASHAKIE PARK.  FOLLOW HORSE TRAIL
 NS0270'THROUGH TIMBER UP DRAW ABOUT 1/2 MILE TO CLEARING IN SADDLE.
 NS0270'AZIMUTH MARK IS NEAR CENTER OF THIS CLEARING.  TURN RIGHT
 NS0270'AT TREE WITH TRIANGULAR BLAZE AND FOLLOW BLAZED TRAIL ABOUT
 NS0270'100 YARDS TO ANOTHER TREE WITH TRIANGULAR BLAZE AND END OF
 NS0270'HORSE TRAVEL.  FROM HERE FOLLOW BLAZED TRAIL ABOUT 1/4 MILE
 NS0270'UP STEEP SLOPE, WINDING AMONG HUGE GRANITE BOULDERS, TO
 NS0270'STATION.  STATION IS NOT ON HIGHEST POINT OF RIDGE, BUT ON
 NS0270'SECOND POINT OF BOULDERS NORTH OF SADDLE, ON EDGE OF CLIFF THAT
 NS0270'DROPS OFF VERTICALLY FOR 100 FEET TO SOUTH, SLOPES GRADUALLY TO
 NS0270'WEST, IS ABOUT 100 YARDS EAST OF HIGHER PEAK, AND 6 FEET
 NS0270'EAST OF LARGE GRANITE BOULDER ON LEDGE.  RANGER STATION AT
 NS0270'WASHAKIE PARK IS END OF TRUCK TRAVEL, AND IT IS BEST TO TAKE
 NS0270'HORSES FROM THERE.  WITH HORSES IT REQUIRES ABOUT 2 HOURS TO
 NS0270'REACH STATION FROM RANGER CABIN.  ON FOOT 2-1/2 HOURS.  HORSE
 NS0270'TRAIL THROUGH LITTLE WASHAKIE PARK IS NOT PLAIN, BUT IT IS ONLY
 NS0270'NECESSARY TO FOLLOW VALLEY IN SOUTHWESTERLY DIRECTION.  STATION
 NS0270'MARKED BY STANDARD DISK IN BOULDER.  REFERENCE AND
 NS0270'AZIMUTH MARKS ARE STANDARD DISKS IN BOULDERS.  NO. 1
 NS0270'IS 11.524 METERS (37.81 FEET) WEST-SOUTHWEST FROM STATION
 NS0270'S 70 DEG 09 MIN W, AND NO. 2 IS 3.444 METERS (11.30 FEET)
 NS0270'NORTH N 02 DEG 52 MIN W.  AZIMUTH MARK IS IN
 NS0270'APPROXIMATE CENTER OF SMALL RECTANGULAR CLEARING, IN LOW GRASSY
 NS0270'SADDLE ON TRAIL FROM RANGER CABIN TO STATION, IN GRANITE BOULDER
 NS0270'ABOUT 4 FEET SOUTHWEST OF SMALL EVERGREEN TREE WITH TWO
 NS0270'TRIANGULAR BLAZES ON IT, AND 0.3 MILE SOUTHEAST FROM STATION
 NS0270'S 39 DEG 50 MIN E.
 NS0270
 NS0270                          STATION RECOVERY (1948)
 NS0270
 NS0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NS0270'RECOVERED BY USGS IN 1948.
 NS0270'
 NS0270'STATION MARK--STANDARD DISK IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0508 ***********************************************************************
 PW0508  DESIGNATION -  PARK
 PW0508  PID         -  PW0508
 PW0508  STATE/COUNTY-  WY/SHERIDAN
 PW0508  USGS QUAD   -  PARK RESERVOIR (1993)
 PW0508
 PW0508                         *CURRENT SURVEY CONTROL
 PW0508  ___________________________________________________________________
 PW0508* NAD 83(1993)-  44 34 05.39661(N)    107 12 27.03645(W)     ADJUSTED  
 PW0508* NAVD 88     -      2527.0    (meters)    8291.     (feet)  VERTCON   
 PW0508  ___________________________________________________________________
 PW0508  LAPLACE CORR-         -17.84  (seconds)                    DEFLEC99
 PW0508  GEOID HEIGHT-          -9.11  (meters)                     GEOID03
 PW0508
 PW0508  HORZ ORDER  -  SECOND
 PW0508
 PW0508.The horizontal coordinates were established by classical geodetic methods
 PW0508.and adjusted by the National Geodetic Survey in January 1997..
 PW0508
 PW0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0508
 PW0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0508
 PW0508.The geoid height was determined by GEOID03.
 PW0508
 PW0508;                    North         East     Units Scale Factor Converg.
 PW0508;SPC WYEC     -   551,886.395   409,994.374   MT  0.99993873   +0 05 17.9
 PW0508;UTM  13      - 4,937,351.182   324,711.790   MT  0.99997786   -1 32 58.3
 PW0508
 PW0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0508!SPC WYEC     -   0.99960537  x   0.99993873  =   0.99954412
 PW0508!UTM  13      -   0.99960537  x   0.99997786  =   0.99958324
 PW0508
 PW0508|---------------------------------------------------------------------|
 PW0508| PID    Reference Object                     Distance      Geod. Az  |
 PW0508|                                                           dddmmss.s |
 PW0508| CQ6287 PARK RM 1                             7.166 METERS 14715     |
 PW0508| CQ6286 PARK AZ MK                                         1874344.9 |
 PW0508| CQ6288 PARK RM 2                             9.947 METERS 27306     |
 PW0508| PW0515 BLACK MTN LOOKOUT TOWER             APPROX.23.8 KM 3243333.3 |
 PW0508|---------------------------------------------------------------------|
 PW0508
 PW0508                          SUPERSEDED SURVEY CONTROL
 PW0508
 PW0508  NAD 83(1986)-  44 34 05.37970(N)    107 12 27.01913(W) AD(       ) 2
 PW0508  NAD 27      -  44 34 05.49590(N)    107 12 24.77180(W) AD(       ) 2
 PW0508  NGVD 29 (07/19/86) 2526.0    (m)         8287.     (f) VERT ANG       
 PW0508
 PW0508.Superseded values are not recommended for survey control.
 PW0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0508.See file dsdata.txt to determine how the superseded data were derived.
 PW0508
 PW0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK2471237351(NAD 83)
 PW0508_MARKER: DS = TRIANGULATION STATION DISK
 PW0508_SETTING: 80 = SET IN A BOULDER
 PW0508_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PW0508
 PW0508  HISTORY     - Date     Condition        Report By
 PW0508  HISTORY     - 1957     MONUMENTED       CGS
 PW0508
 PW0508                          STATION DESCRIPTION
 PW0508
 PW0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0508'STATION IS ABOUT 10-1/2 MILES WEST AND 8-1/4 MILES SOUTH OF THE
 PW0508'TOWN OF BIG HORN, IN THE BIG HORN NATIONAL FOREST, ON A LOW
 PW0508'ROCKY RIDGE JUST EAST OF THE PARK RESERVOIR.
 PW0508'
 PW0508'STATION IS REACHED FROM BIG HORN, FROM THE CONOCO SERVICE
 PW0508'STATION AT THE END OF THE SURFACED ROAD THAT LEADS FROM SHERIDAN
 PW0508'TO BIG HORN BY GOING WEST ON A GRAVEL ROAD 0.05 MILE TO WHERE
 PW0508'THE ROAD TURNS LEFT TO THE BIG HORN STORE AND POST OFFICE,
 PW0508'CONTINUE STRAIGHT AHEAD, WEST, 1.1 MILES TO A SIDE ROAD LEFT
 PW0508'AND SIGN BIG GOOSE RANGER STATION 17.  TURN LEFT 2.3 MILES TO
 PW0508'SIDE ROAD LEFT, CONTINUE 0.45 MILE TO A FORK AND SIGN BIG
 PW0508'GOOSE RANGER STATION 15, TAKE RIGHT FORK 1.8 MILES, TURN RIGHT
 PW0508'ON MAIN TRAVELED ROAD 1.45 MILES TO A CATTLE GUARD, CROSS
 PW0508'CATTLE GUARD AND CONTINUE UPHILL 2.45 MILES TO STATION
 PW0508'TEEPEE ON THE RIGHT, CONTINUE ON THE MAIN TRAVELED ROAD 7.5
 PW0508'MILES TO A GRADED ROAD LEFT AT A SIGN SPEAR-O-WIGWAM 4, PARK
 PW0508'RESERVOIR 3.  TURN LEFT ON THE GRADED ROAD 2.6 MILES TO A
 PW0508'CATTLE GUARD AND LOG CABINS WHICH ARE IMMEDIATELY BEYOND ON
 PW0508'THE LEFT, CROSS CATTLE GUARD AND CONTINUE 0.2 MILE TO THE
 PW0508'END OF TRUCK TRAVEL AT THE TOP OF THE LOW RIDGE.  PACK
 PW0508'EASTERLY ALONG RIDGE ABOUT 70 YARDS TO A FENCE AND THE
 PW0508'STATION.
 PW0508'
 PW0508'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 PW0508'BOULDER WHICH IS FLUSH WITH THE GROUND AND IS STAMPED PARK
 PW0508'1957.  IT IS 95 FEET NORTH OF THE CENTER OF THE GRADED ROAD
 PW0508'(APPROXIMATELY 12 FEET HIGHER) AND 10 FEET NORTHEAST OF THE
 PW0508'PROPERTY LINE FENCE.  A WHITE WITNESS POST WAS SET 5 FEET SOUTH
 PW0508'OF THE MARK.
 PW0508'
 PW0508'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 PW0508'HOLE IN A BOULDER WHICH IS FLUSH WITH THE GROUND AND IS STAMPED
 PW0508'PARK NO 1 1957.  IT IS 75 FEET NORTH OF THE CENTER OF THE GRADED
 PW0508'ROAD AND 2 FEET NORTHEAST OF THE PROPERTY LINE FENCE.
 PW0508'
 PW0508'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 PW0508'HOLE IN A BOULDER PROJECTING 2 INCHES AND IS STAMPED PARK NO
 PW0508'2 1957.  IT IS 93 FEET NORTH OF THE CENTER OF THE ROAD AND
 PW0508'8 FEET SOUTHWEST OF THE PROPERTY LINE FENCE.
 PW0508'
 PW0508'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 PW0508'SQUARE, CONCRETE POST.  IT IS REACHED FROM THE STATION BY
 PW0508'CONTINUING ON THE GRADED ROAD 0.5 MILE WHERE THE ROAD CROSSES
 PW0508'A SHALLOW FILL, CROSS THE FILL AND THE MARK IS ON THE RIGHT
 PW0508'IN THE EXTREME EAST EDGE OF WOODS AND WEST EDGE OF THE SOUTH
 PW0508'END OF THE RESERVOIR.  IT IS 225 FEET NORTH OF THE CENTER
 PW0508'OF THE ROAD, 56 FEET NORTHEAST OF A TELEPHONE POLE AND 3
 PW0508'FEET NORTHEAST OF A 6 INCH TRIANGLE BLAZED PINE TREE.  A
 PW0508'4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE
 PW0508'MARK.  IT PROJECTS 5 INCHES AND IS STAMPED PARK 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1234 ***********************************************************************
 PY1234  DESIGNATION -  PARK
 PY1234  PID         -  PY1234
 PY1234  STATE/COUNTY-  WY/TETON
 PY1234  USGS QUAD   -  FRANK ISLAND (1986)
 PY1234
 PY1234                         *CURRENT SURVEY CONTROL
 PY1234  ___________________________________________________________________
 PY1234* NAD 83(1993)-  44 26 07.61493(N)    110 17 45.84794(W)     ADJUSTED  
 PY1234* NAVD 88     -      2358.3    (meters)    7737.     (feet)  VERTCON   
 PY1234  ___________________________________________________________________
 PY1234  LAPLACE CORR-           8.01  (seconds)                    DEFLEC99
 PY1234  GEOID HEIGHT-          -8.10  (meters)                     GEOID03
 PY1234
 PY1234  HORZ ORDER  -  THIRD
 PY1234
 PY1234.The horizontal coordinates were established by classical geodetic methods
 PY1234.and adjusted by the National Geodetic Survey in January 1997..
 PY1234
 PY1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1234
 PY1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1234
 PY1234.The geoid height was determined by GEOID03.
 PY1234
 PY1234;                    North         East     Units Scale Factor Converg.
 PY1234;SPC WY W     -   537,153.829   783,063.637   MT  0.99994103   -0 08 56.2
 PY1234;UTM  12      - 4,920,479.951   556,022.680   MT  0.99963860   +0 29 34.2
 PY1234
 PY1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1234!SPC WY W     -   0.99963164  x   0.99994103  =   0.99957269
 PY1234!UTM  12      -   0.99963164  x   0.99963860  =   0.99927037
 PY1234
 PY1234:                Primary Azimuth Mark                     Grid Az
 PY1234:SPC WY W     -  ELK                                      006 22 09.9
 PY1234:UTM  12      -  ELK                                      005 43 39.5
 PY1234
 PY1234|---------------------------------------------------------------------|
 PY1234| PID    Reference Object                     Distance      Geod. Az  |
 PY1234|                                                           dddmmss.s |
 PY1234| PY1233 ELK                                 APPROX. 3.9 KM 0061313.7 |
 PY1234|---------------------------------------------------------------------|
 PY1234
 PY1234                          SUPERSEDED SURVEY CONTROL
 PY1234
 PY1234  NAD 83(1993)-  44 26 07.61137(N)    110 17 45.84491(W) AD(       ) 3
 PY1234  NAD 83(1986)-  44 26 07.60258(N)    110 17 45.83607(W) AD(       ) 3
 PY1234  NAD 27      -  44 26 07.80729(N)    110 17 43.12073(W) AD(       ) 3
 PY1234  NGVD 29 (07/19/86) 2357.0    (m)         7733.     (f) VERT ANG       
 PY1234
 PY1234.Superseded values are not recommended for survey control.
 PY1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1234.See file dsdata.txt to determine how the superseded data were derived.
 PY1234
 PY1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5602320480(NAD 83)
 PY1234_MARKER: DD = SURVEY DISK
 PY1234_SETTING: 80 = SET IN A BOULDER
 PY1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1234+STABILITY: SURFACE MOTION
 PY1234
 PY1234  HISTORY     - Date     Condition        Report By
 PY1234  HISTORY     - 1955     MONUMENTED       USGS
 PY1234
 PY1234                          STATION DESCRIPTION
 PY1234
 PY1234'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1234'STATION IS LOCATED ABOUT 9.5 MI. (AIRLINE) SE. OF LAKE LODGE, ON THE
 PY1234'E. SHORE OF YELLOWSTONE LAKE, ON THE NW. TIP OF PARK POINT, STATION
 PY1234'CAN BEST BE REACHED BY BOAT FROM THE BOAT DOCK AT LAKE, ABOUT 1 HOUR
 PY1234'TRIP.
 PY1234'
 PY1234'STATION MARK--STANDARD TABLET, STAMPED ---PARK 1955 7733---, SET IN A
 PY1234'LARGE BOULDER 30 FT. DUE S. OF AND 22 FT. DUE E. OF WATERLINE AT
 PY1234'POINT AS OF 9/13/55 AND 10 FT. NW. OF WOODLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0333 ***********************************************************************
 NR0333  DESIGNATION -  PARKER
 NR0333  PID         -  NR0333
 NR0333  STATE/COUNTY-  WY/CONVERSE
 NR0333  USGS QUAD   -  LOCKETT (1984)
 NR0333
 NR0333                         *CURRENT SURVEY CONTROL
 NR0333  ___________________________________________________________________
 NR0333* NAD 83(1993)-  42 51 21.88981(N)    106 02 15.32499(W)     ADJUSTED  
 NR0333* NAVD 88     -      1591.4    (meters)    5221.     (feet)  VERTCON   
 NR0333  ___________________________________________________________________
 NR0333  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 NR0333  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 NR0333
 NR0333  HORZ ORDER  -  SECOND
 NR0333
 NR0333.The horizontal coordinates were established by classical geodetic methods
 NR0333.and adjusted by the National Geodetic Survey in January 1997..
 NR0333
 NR0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0333
 NR0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0333
 NR0333.The geoid height was determined by GEOID03.
 NR0333
 NR0333;                    North         East     Units Scale Factor Converg.
 NR0333;SPC WY E     -   262,034.525   128,822.763   MT  0.99999980   -0 35 32.6
 NR0333;SPC WYEC     -   362,481.080   505,896.476   MT  1.00007541   +0 52 53.0
 NR0333;UTM  13      - 4,745,355.077   415,230.254   MT  0.99968840   -0 42 20.8
 NR0333
 NR0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0333!SPC WY E     -   0.99975260  x   0.99999980  =   0.99975240
 NR0333!SPC WYEC     -   0.99975260  x   1.00007541  =   0.99982799
 NR0333!UTM  13      -   0.99975260  x   0.99968840  =   0.99944108
 NR0333
 NR0333|---------------------------------------------------------------------|
 NR0333| PID    Reference Object                     Distance      Geod. Az  |
 NR0333|                                                           dddmmss.s |
 NR0333| CP6363 PARKER RM 1                           8.703 METERS 05512     |
 NR0333| NQ0680 GLENROCK CONOCO STACK TOP           APPROX.12.3 KM 0865731.5 |
 NR0333| NQ0678 CHEYENNE GREAT FALLS AWY BN 14      APPROX. 6.5 KM 1150835.2 |
 NR0333| CP6364 PARKER RM 2                           9.190 METERS 31858     |
 NR0333| CP6362 PARKER AZ MK                                       3542208.2 |
 NR0333|---------------------------------------------------------------------|
 NR0333
 NR0333                          SUPERSEDED SURVEY CONTROL
 NR0333
 NR0333  NAD 83(1986)-  42 51 21.87420(N)    106 02 15.30599(W) AD(       ) 2
 NR0333  NAD 27      -  42 51 21.99800(N)    106 02 13.26000(W) AD(       ) 2
 NR0333  NGVD 29 (07/19/86) 1590.5    (m)         5218.     (f) VERT ANG       
 NR0333
 NR0333.Superseded values are not recommended for survey control.
 NR0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0333.See file dsdata.txt to determine how the superseded data were derived.
 NR0333
 NR0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH1523045355(NAD 83)
 NR0333_MARKER: DS = TRIANGULATION STATION DISK
 NR0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0333
 NR0333  HISTORY     - Date     Condition        Report By
 NR0333  HISTORY     - 1948     MONUMENTED       CGS
 NR0333
 NR0333                          STATION DESCRIPTION
 NR0333
 NR0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0333'THE STATION IS LOCATED IN T. 33N, R. 77W., ABOUT 14.5 MILES
 NR0333'EAST OF CASPER, ABOUT 8 MILES AIRLINE WEST OF GLENROCK, ABOUT
 NR0333'1 MILE AIRLINE SOUTH OF THE NORTH PLATTE RIVER AND ABOUT 0.3 MILE
 NR0333'AIRLINE SOUTH OF U.S. HIGHWAY 20 AND 87, NEAR THE HIGHEST
 NR0333'PART ALONG THE NORTHWEST EDGE OF THE FIRST GRASSY HILL SOUTH
 NR0333'OF THE HIGHWAY, ABOUT 25 YARDS NORTHEAST OF THE HIGHEST POINT,
 NR0333'ABOUT 200 YARDS NORTHWEST OF A SMALL CANYON, 6 FEET NORTHEAST
 NR0333'OF A 4 X 4 WITNESS POST, PROJECTS 5 INCHES, STAMPED, PARKER
 NR0333'1948.
 NR0333'
 NR0333'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 NR0333'STATION, ON THE EAST SLOPE, PROJECTS 3 INCHES, STAMPED, PARKER
 NR0333'NO 1 1948.
 NR0333'
 NR0333'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 NR0333'STATION, ON THE NORTHWEST SLOPE, PROJECTS 3 INCHES, STAMPED,
 NR0333'PARKER NO 2 1948.
 NR0333'
 NR0333'THE AZIMUTH MARK IS LOCATED ALONG U.S. HIGHWAY 20 AND 87, AT THE
 NR0333'POINT WHERE YOU LEAVE HIGHWAY TO GO TO STATION, 24 PACES NORTH
 NR0333'OF AND APPROXIMATELY 3 FEET LOWER THAN THE CENTER LINE OF U.S.
 NR0333'HIGHWAY, 17 PACES WEST OF THE CENTER LINE OF ROAD TO FARM
 NR0333'HOUSE, 4 FEET EAST OF A 4 X 4 WITNESS POST, 1 FOOT SOUTH OF A
 NR0333'FENCE, PROJECTS 3 INCHES, STAMPED, PARKER 1948.
 NR0333'
 NR0333'TO REACH FROM THE CAUTION LIGHT ON THE MAIN STREET IN GLENROCK.
 NR0333'GO WEST ON U.S. HIGHWAY 20 AND 87 FOR 8.8 MILES TO GATES ON
 NR0333'EACH SIDE OF THE ROAD (THE ONE NORTH GOES TO A RANCH A SHORT
 NR0333'DISTANCE AWAY) AND AZIMUTH MARK AS DESCRIBED ABOVE.  TURN LEFT
 NR0333'(SOUTH) LEAVING HIGHWAY, PAS THROUGH GATE AND CONTINUE SOUTH
 NR0333'FOR 0.2 MILE TO A GATE BEHIND A SMALL HILL.  PASS THROUGH
 NR0333'GATE AND GO SOUTHEAST FOR 0.25 MILE TO THE TOP OF HILL AND
 NR0333'STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0540 ***********************************************************************
 MP0540  DESIGNATION -  PARKVIEW HILL
 MP0540  PID         -  MP0540
 MP0540  STATE/COUNTY-  WY/CARBON
 MP0540  USGS QUAD   -  ELKHORN POINT (1983)
 MP0540
 MP0540                         *CURRENT SURVEY CONTROL
 MP0540  ___________________________________________________________________
 MP0540* NAD 83(1993)-  41 01 18.92995(N)    106 23 54.67848(W)     ADJUSTED  
 MP0540* NAVD 88     -      2582.5    (meters)    8473.     (feet)  VERTCON   
 MP0540  ___________________________________________________________________
 MP0540  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 MP0540  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 MP0540
 MP0540  HORZ ORDER  -  SECOND
 MP0540
 MP0540.The horizontal coordinates were established by classical geodetic methods
 MP0540.and adjusted by the National Geodetic Survey in January 1997..
 MP0540
 MP0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0540
 MP0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0540
 MP0540.The geoid height was determined by GEOID03.
 MP0540
 MP0540;                    North         East     Units Scale Factor Converg.
 MP0540;SPC WYEC     -   158,376.756   478,620.049   MT  1.00001355   +0 36 48.9
 MP0540;SPC WY E     -    58,686.829    96,397.346   MT  1.00006956   -0 48 30.9
 MP0540;SPC CO N     -   492,680.260   838,827.296   MT  1.00004743   -0 34 50.0
 MP0540;SPC CO N     - 1,616,401.82  2,752,052.55   sFT  1.00004743   -0 34 50.0
 MP0540;UTM  13      - 4,542,132.908   382,419.519   MT  0.99977016   -0 55 04.9
 MP0540
 MP0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0540!SPC WYEC     -   0.99959681  x   1.00001355  =   0.99961035
 MP0540!SPC WY E     -   0.99959681  x   1.00006956  =   0.99966634
 MP0540!SPC CO N     -   0.99959681  x   1.00004743  =   0.99964422
 MP0540!UTM  13      -   0.99959681  x   0.99977016  =   0.99936706
 MP0540
 MP0540|---------------------------------------------------------------------|
 MP0540| PID    Reference Object                     Distance      Geod. Az  |
 MP0540|                                                           dddmmss.s |
 MP0540| CP6366 PARKVIEW HILL RM 1                    8.910 METERS 12905     |
 MP0540| CP6365 PARKVIEW HILL AZ MK                                2294321.8 |
 MP0540| CP6367 PARKVIEW HILL RM 2                    9.346 METERS 25053     |
 MP0540|---------------------------------------------------------------------|
 MP0540
 MP0540                          SUPERSEDED SURVEY CONTROL
 MP0540
 MP0540  NAD 83(1993)-  41 01 18.92688(N)    106 23 54.67848(W) AD(       ) 2
 MP0540  NAD 83(1986)-  41 01 18.92591(N)    106 23 54.67398(W) AD(       ) 2
 MP0540  NAD 27      -  41 01 19.03100(N)    106 23 52.56900(W) AD(       ) 2
 MP0540  NGVD 29 (07/19/86) 2581.2    (m)         8468.     (f) VERT ANG       
 MP0540
 MP0540.Superseded values are not recommended for survey control.
 MP0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0540.See file dsdata.txt to determine how the superseded data were derived.
 MP0540
 MP0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF8242042133(NAD 83)
 MP0540_MARKER: DS = TRIANGULATION STATION DISK
 MP0540_SETTING: 66 = SET IN ROCK OUTCROP
 MP0540
 MP0540  HISTORY     - Date     Condition        Report By
 MP0540  HISTORY     - 1949     MONUMENTED       CGS
 MP0540  HISTORY     - 1959     GOOD             USGS
 MP0540
 MP0540                          STATION DESCRIPTION
 MP0540
 MP0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0540'THE STATION IS LOCATED ABOUT 21 MILES AIRLINE NORTH-NORTHWEST
 MP0540'OF WALDEN AND ABOUT 1.5 MILES NORTH OF THE COLORADO-WYOMING
 MP0540'STATE LINE ON A ROCKY AND BRUSH COVERED HILL KNOWN LOCALLY AS
 MP0540'PARKVIEW HILL.  THE STATION MARK IS SET FLUSH ON EAST EDGE OF
 MP0540'HILL ON THE HIGHEST POINT OF THE SOLID FORMATION.  IT IS 10
 MP0540'FEET SOUTHEAST OF A WHITE WITNESS POST AND IS STAMPED, PARKVIEW
 MP0540'HILL 1949.
 MP0540'
 MP0540'REFERENCE MARK NO. 1 PROJECTS 18 INCHES, IS ABOUT 8 FEET LOWER
 MP0540'THAN THE STATION MARK AND IS STAMPED, PARKVIEW HILL NO 1 1949.
 MP0540'
 MP0540'REFERENCE MARK NO. 2 PROJECTS 30 INCHES, IS 3 FEET LOWER THAN
 MP0540'THE STATION MARK AND IS STAMPED, PARKVIEW HILL NO 2 1949.
 MP0540'
 MP0540'THE AZIMUTH MARK PROJECTS 7 FEET, IS SET 0.1 MILE WEST OF A SMALL
 MP0540'STREAM, 0.05 MILE SOUTH OF A DIRT ROAD ON THE ONLY OUTCROPPING
 MP0540'ROCK IN THE AREA WEST OF THE STREAM.  IT IS 6 FEET SOUTH OF A
 MP0540'WHITE WITNESS POST AND IS STAMPED, PARKVIEW HILL 1949.
 MP0540'
 MP0540'TO REACH THE STATION FROM WALDEN.  GO NORTHERLY ON STATE
 MP0540'HIGHWAY 125, 22.5 MILES TO THE STATE LINE.  CONTINUE NORTH 1.15
 MP0540'MILES TO A ROAD RIGHT, TURN RIGHT, GO 0.4 MILE TO THE AZIMUTH
 MP0540'MARK ON RIGHT.  CONTINUE EASTERLY 0.3 MILE TO SEVERAL CABINS.
 MP0540'CONTINUE UP CANYON 0.45 MILE TO A DIM CROSS ROAD.  TURN LEFT, GO
 MP0540'0.2 MILE THEN TURN LEFT AND FOLLOW RIDGE NORTHWESTERLY 0.3 MILE
 MP0540'TO THE HIGHEST POINT OF HILL AND STATION.  A DRIVE STATION.
 MP0540
 MP0540                          STATION RECOVERY (1959)
 MP0540
 MP0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0540'RECOVERED.
 MP0540'
 MP0540'STATION MARK--STANDARD USC AND GS DISK, IN ROCK, STAMPED ---PARKVIEW
 MP0540'HILL 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1192 ***********************************************************************
 MO1192  DESIGNATION -  PASCO
 MO1192  PID         -  MO1192
 MO1192  STATE/COUNTY-  WY/ALBANY
 MO1192  USGS QUAD   -  BALDY MOUNTAIN (1981)
 MO1192
 MO1192                         *CURRENT SURVEY CONTROL
 MO1192  ___________________________________________________________________
 MO1192* NAD 83(1993)-  41 31 36.14955(N)    105 29 59.39680(W)     ADJUSTED  
 MO1192* NAVD 88     -      2604.2    (meters)    8544.     (feet)  VERTCON   
 MO1192  ___________________________________________________________________
 MO1192  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 MO1192  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 MO1192
 MO1192  HORZ ORDER  -  THIRD
 MO1192
 MO1192.The horizontal coordinates were established by classical geodetic methods
 MO1192.and adjusted by the National Geodetic Survey in January 1997..
 MO1192
 MO1192.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1192
 MO1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1192
 MO1192.The geoid height was determined by GEOID03.
 MO1192
 MO1192;                    North         East     Units Scale Factor Converg.
 MO1192;SPC WY E     -   114,066.697   172,195.085   MT  0.99994701   -0 13 15.2
 MO1192;UTM  13      - 4,597,349.942   458,299.679   MT  0.99962140   -0 19 53.0
 MO1192
 MO1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1192!SPC WY E     -   0.99959351  x   0.99994701  =   0.99954054
 MO1192!UTM  13      -   0.99959351  x   0.99962140  =   0.99921506
 MO1192
 MO1192:                Primary Azimuth Mark                     Grid Az
 MO1192:SPC WY E     -  TAURIS                                   019 31 02.4
 MO1192:UTM  13      -  TAURIS                                   019 37 40.2
 MO1192
 MO1192|---------------------------------------------------------------------|
 MO1192| PID    Reference Object                     Distance      Geod. Az  |
 MO1192|                                                           dddmmss.s |
 MO1192| MO1190 TAURIS                              APPROX. 2.2 KM 0191747.2 |
 MO1192|---------------------------------------------------------------------|
 MO1192
 MO1192                          SUPERSEDED SURVEY CONTROL
 MO1192
 MO1192  NAD 83(1986)-  41 31 36.13556(N)    105 29 59.39401(W) AD(       ) 3
 MO1192  NAD 27      -  41 31 36.22300(N)    105 29 57.44645(W) AD(       ) 3
 MO1192  NGVD 29 (07/19/86) 2603.1    (m)         8540.     (f) VERT ANG       
 MO1192
 MO1192.Superseded values are not recommended for survey control.
 MO1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1192.See file dsdata.txt to determine how the superseded data were derived.
 MO1192
 MO1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5830097350(NAD 83)
 MO1192_MARKER: DD = SURVEY DISK
 MO1192_SETTING: 66 = SET IN ROCK OUTCROP
 MO1192_SP_SET: SET IN ROCK OUTCROP
 MO1192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1192+STABILITY: POSITION/ELEVATION WELL
 MO1192
 MO1192  HISTORY     - Date     Condition        Report By
 MO1192  HISTORY     - 1953     MONUMENTED       USGS
 MO1192
 MO1192                          STATION DESCRIPTION
 MO1192
 MO1192'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1192'STATION IS LOCATED ABOUT 14 MI. NE. OF LARAMIE, ON A TOP, IN A
 MO1192'LIMESTONE RIDGE, IN SEC. 29, T 18 N, R 72 W.
 MO1192'
 MO1192'TO REACH STATION FROM THE POST OFFICE IN LARAMIE, GO N. ON U.S.
 MO1192'HIGHWAY 30 12.4 MI. TO A TRACK RD. TURN-OFF ON THE RIGHT, TURN RIGHT
 MO1192'ONTO THIS RD. AND GO 1.1 MI. TO A CROSSROADS, TURN LEFT AND GO N. 1.0
 MO1192'MI. TO A T-RD. FORK, TURN RIGHT AND GO 3.0 MI. TO A RANCH, CONTINUE E.
 MO1192'THRU PASTURE 0.4 MI. TO A T-RD. FORK, TURN LEFT AND GO ALONG FENCE 0.4
 MO1192'MI. TO A RD. FORK, TAKE RIGHT FORK AND GO 3.9 MI. UP DRAW TO SUMMIT OF
 MO1192'RIDGE, CONTINUE ON RD. FOR 0.1 MI. AND THEN TURN RIGHT OFF RD. AND GO
 MO1192'CROSS COUNTRY 0.5 MI. HEADING GENERALLY S. ALONG THE E. SIDE OF THE
 MO1192'RIDGE TO A SADDLE, CONTINUE ON PAST SADDLE, REMAINING ON THE E. SIDE
 MO1192'OF THE RIDGE, FOR 0.5 MI. TO A FENCE LINE AND THE END OF TRUCK TRAVEL.
 MO1192'FROM HERE PACK SW. TO SADDLE, THENCE S. UP HILL TO TOP AND STATION
 MO1192'SITE.  ABOUT A 10 MINUTE PACK.
 MO1192'
 MO1192'STATION MARK--STANDARD USGS TABLET, SET IN LIMESTONE ROCK, STAMPED
 MO1192'---PASCO 1953---.
 MO1192'
 MO1192'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0170 ***********************************************************************
 NS0170  DESIGNATION -  PASS
 NS0170  PID         -  NS0170
 NS0170  STATE/COUNTY-  WY/FREMONT
 NS0170  USGS QUAD   -  RED CANYON (1978)
 NS0170
 NS0170                         *CURRENT SURVEY CONTROL
 NS0170  ___________________________________________________________________
 NS0170* NAD 83(1993)-  42 36 04.58051(N)    108 17 01.92313(W)     ADJUSTED  
 NS0170* NAVD 88     -      2122.6    (meters)    6964.     (feet)  VERTCON   
 NS0170  ___________________________________________________________________
 NS0170  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 NS0170  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 NS0170
 NS0170  HORZ ORDER  -  THIRD
 NS0170
 NS0170.The horizontal coordinates were established by classical geodetic methods
 NS0170.and adjusted by the National Geodetic Survey in January 1997..
 NS0170
 NS0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0170
 NS0170.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0170
 NS0170.The geoid height was determined by GEOID03.
 NS0170
 NS0170;                    North         East     Units Scale Factor Converg.
 NS0170;SPC WYWC     -   233,467.675   638,251.382   MT  0.99995550   +0 18 55.9
 NS0170;UTM  12      - 4,720,114.701   722,820.723   MT  1.00021088   +1 50 21.4
 NS0170
 NS0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0170!SPC WYWC     -   0.99966921  x   0.99995550  =   0.99962472
 NS0170!UTM  12      -   0.99966921  x   1.00021088  =   0.99988002
 NS0170
 NS0170:                Primary Azimuth Mark                     Grid Az
 NS0170:SPC WYWC     -  HIGHWAY                                  148 00 34.6
 NS0170:UTM  12      -  HIGHWAY                                  146 29 09.1
 NS0170
 NS0170|---------------------------------------------------------------------|
 NS0170| PID    Reference Object                     Distance      Geod. Az  |
 NS0170|                                                           dddmmss.s |
 NS0170| NS0162 HIGHWAY                             APPROX. 5.7 KM 1481930.5 |
 NS0170|---------------------------------------------------------------------|
 NS0170
 NS0170                          SUPERSEDED SURVEY CONTROL
 NS0170
 NS0170  NAD 83(1986)-  42 36 04.56571(N)    108 17 01.92451(W) AD(       ) 3
 NS0170  NAD 27      -  42 36 04.71516(N)    108 16 59.56500(W) AD(       ) 3
 NS0170  NGVD 29 (07/19/86) 2121.5    (m)         6960.     (f) VERT ANG       
 NS0170
 NS0170.Superseded values are not recommended for survey control.
 NS0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0170.See file dsdata.txt to determine how the superseded data were derived.
 NS0170
 NS0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2282120115(NAD 83)
 NS0170_MARKER: DD = SURVEY DISK
 NS0170_SETTING: 0 = UNSPECIFIED SETTING
 NS0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0170
 NS0170  HISTORY     - Date     Condition        Report By
 NS0170  HISTORY     - 1949     MONUMENTED       USGS
 NS0170
 NS0170                          STATION DESCRIPTION
 NS0170
 NS0170'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 NS0170'STATION LOCATED ABOUT 30 MI. SE. OF LANDER,WYOMING, 25 MI. N. OF U.S.
 NS0170'HIGHWAY 287, ON W.EDGE OF BEAVER RIM.
 NS0170'TO REACH FROM P.O.IN LANDER, WYOMING,GO S. 1 BLK. TO MAIN ST.  TURN
 NS0170'LEFT AND GO SE.FOR 7.4 MI.ON U.S.287 TO JUNCTION OF S. PASS RD.
 NS0170'TAKE LEFT FORK AND CONTINUE SE.ON U.S.HIGHWAY.287 FOR 25.9 MI.TO TOP
 NS0170'OF BEAVER RIM AND JUNCTION OF RD.N.TURN LEFT AND GO N.0.5 MI.TO E.W.
 NS0170'FENCE.  TURN LEFT AND GO W. ALONG S. SIDE OF FENCE FOR 0.1 MI. TO N.S.
 NS0170'FENCE.  PASS THROUGH N-S FENCE AND CONTINUE W. 0.3 MI. TO END OF RIDGE
 NS0170'AND STATION.
 NS0170'STATION MARK - STANDARD TABLET STAMPED ---PASS 1949--- SET IN TOP
 NS0170'OF CONCRETE POST.
 NS0170'
 NS0170'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED ---PASS NO.1
 NS0170'1949---SET IN OUTCROPPING LEDGE ROCK, 97.15 FT. W. OF STATION MARK,
 NS0170'N 75 DEG 24 MIN E.
 NS0170'
 NS0170'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---PASS NO.2
 NS0170'1949---SET IN OUTCROPPING LEDGE ROCK. 29.90 FT. NW. OF STATION,
 NS0170'S 40 DEG 45 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0814 ***********************************************************************
 OX0814  DESIGNATION -  PASS
 OX0814  PID         -  OX0814
 OX0814  STATE/COUNTY-  WY/TETON
 OX0814  USGS QUAD   -  TETON PASS (1996)
 OX0814
 OX0814                         *CURRENT SURVEY CONTROL
 OX0814  ___________________________________________________________________
 OX0814* NAD 83(1993)-  43 28 37.41857(N)    110 57 00.14003(W)     ADJUSTED  
 OX0814* NAVD 88     -      2829.6    (meters)    9283.     (feet)  VERTCON   
 OX0814  ___________________________________________________________________
 OX0814  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 OX0814  GEOID HEIGHT-          -9.72  (meters)                     GEOID03
 OX0814
 OX0814  HORZ ORDER  -  FIRST
 OX0814
 OX0814.The horizontal coordinates were established by classical geodetic methods
 OX0814.and adjusted by the National Geodetic Survey in January 1997..
 OX0814
 OX0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0814
 OX0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0814
 OX0814.The geoid height was determined by GEOID03.
 OX0814
 OX0814;                    North         East     Units Scale Factor Converg.
 OX0814;SPC WY W     -   431,015.584   729,881.436   MT  0.99999796   -0 35 46.9
 OX0814;SPC ID E     -   201,815.072   298,429.283   MT  1.00006650   +0 50 13.9
 OX0814;UTM  12      - 4,813,795.006   504,040.601   MT  0.99960020   +0 02 03.8
 OX0814
 OX0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0814!SPC WY W     -   0.99955800  x   0.99999796  =   0.99955596
 OX0814!SPC ID E     -   0.99955800  x   1.00006650  =   0.99962447
 OX0814!UTM  12      -   0.99955800  x   0.99960020  =   0.99915837
 OX0814
 OX0814|---------------------------------------------------------------------|
 OX0814| PID    Reference Object                     Distance      Geod. Az  |
 OX0814|                                                           dddmmss.s |
 OX0814| CP6373 PASS RM 1                            11.652 METERS 05252     |
 OX0814| CP6372 PASS AZ MK                                         0933642.2 |
 OX0814| CP6374 PASS RM 2                             9.358 METERS 13604     |
 OX0814|---------------------------------------------------------------------|
 OX0814
 OX0814                          SUPERSEDED SURVEY CONTROL
 OX0814
 OX0814  NAD 83(1993)-  43 28 37.41506(N)    110 57 00.13406(W) AD(       ) 1
 OX0814  NAD 83(1986)-  43 28 37.40855(N)    110 57 00.12636(W) AD(       ) 1
 OX0814  NAD 27      -  43 28 37.67700(N)    110 56 57.35500(W) AD(       ) 1
 OX0814  NGVD 29 (07/19/86) 2828.2    (m)         9279.     (f) VERT ANG       
 OX0814
 OX0814.Superseded values are not recommended for survey control.
 OX0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0814.See file dsdata.txt to determine how the superseded data were derived.
 OX0814
 OX0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP0404113795(NAD 83)
 OX0814_MARKER: DS = TRIANGULATION STATION DISK
 OX0814_SETTING: 80 = SET IN A BOULDER
 OX0814_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OX0814
 OX0814  HISTORY     - Date     Condition        Report By
 OX0814  HISTORY     - 1946     MONUMENTED       CGS
 OX0814  HISTORY     - 1963     GOOD             USGS
 OX0814
 OX0814                          STATION DESCRIPTION
 OX0814
 OX0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0814'LOCATED ABOUT 12 MILES AIRLINE WEST OF JACKSON ON THE SUMMIT
 OX0814'OF A PARTIALLY WOODED HILL, ALSO ABOUT 1.4 MILES SOUTHEAST OF
 OX0814'THE TETON PASS AND ABOUT 800 FEET HIGHER THAN SAME.  HILL IS
 OX0814'OPEN ON THE EAST AND THE SOUTH BUT IS HEAVILY WOODED ON THE
 OX0814'OTHER SIDES.
 OX0814'
 OX0814'STATION IS A STANDARD DISK SET IN A BOULDER, PROJECTS ABOUT
 OX0814'2 INCHES ABOVE THE IMMEDIATE GROUND LEVEL.  STAMPED PASS 1946
 OX0814'
 OX0814'R.M. NO. 1 IS NORTHEAST OF STATION, PROJECTS ABOUT 6 INCHES
 OX0814'AND IS ABOUT 6 FEET LOWER THAN STATION, STAMPED PASS NO 1 1946
 OX0814'
 OX0814'R.M. NO. 2 IS SOUTHEAST OF STATION AND 4 FEET LOWER, PROJECTS
 OX0814'ABOUT ONE INCH AND IS STAMPED PASS NO 2 1946
 OX0814'
 OX0814'AZIMUTH MARK IS ABOUT 500 YARDS EAST OF STATION AND ABOUT
 OX0814'100 FEET LOWER ALONG A WOODED RIDGE THAT EXTENDS TO THE SOUTHEAST
 OX0814'FROM A POINT THAT IS ABOUT 200 YARDS NORTH EAST THE STATION,
 OX0814'IS ALSO ABOUT 30 FEET SOUTWHEST OF A SMALL ROCK CAIRN.
 OX0814'
 OX0814'REACHED FROM JACKSON BY GOING SOUTH AND WEST ON U.S. 187 FOR
 OX0814'ABOUT 1.5 MILES TO JUNCTION OF STATE 22, HERE-GO WEST ON 22
 OX0814'FOR ABOUT 12 MILES TO THE SUMMIT OF THE TETON PASS AND END
 OX0814'OF THE TRUCK TRAVEL.  FROM HERE PACK ALONG THE FOREST TRAIL
 OX0814'WHICH PASSES BY THE AZIMUTH MARK FOR STATION VICTOR 2 FOR
 OX0814'ABOUT 100 YARDS THENCE LEFT ON TRAIL ALONG THE EAST OF THE
 OX0814'RIDGE FOR ABOUT 45 MINUTES WALK AND INTO A SECOND MEADOW
 OX0814'WHICH IS OPEN OF WOODS AND THE VIEW TO THE SOUTH IS
 OX0814'UNOBSTRUCTED.  AT THIS POINT KEEP TO THE LEFT SIDE OF THE MEADOW
 OX0814'NEXT TO THE WOODS UNTIL CREST IS REACHED, THENCE AT BLAZES
 OX0814'ON LARGE TRIPLE TREE TURN EAST AND CLIMB FOR ABOUT TWO
 OX0814'MINUTES UP STEEP SLOPE TO SUMMIT AND STATION.
 OX0814
 OX0814                          STATION RECOVERY (1963)
 OX0814
 OX0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0814'RECOVERED.
 OX0814'
 OX0814'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---PASS 1946---, SET
 OX0814'IN A BOULDER PROJECTING 2 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0551 ***********************************************************************
 PW0551  DESIGNATION -  PASS
 PW0551  PID         -  PW0551
 PW0551  STATE/COUNTY-  WY/SHERIDAN
 PW0551  USGS QUAD   -  WEST PASS (1993)
 PW0551
 PW0551                         *CURRENT SURVEY CONTROL
 PW0551  ___________________________________________________________________
 PW0551* NAD 83(1993)-  44 57 44.92630(N)    107 31 40.26573(W)     ADJUSTED  
 PW0551* NAVD 88     -      1654.0    (meters)    5426.     (feet)  VERTCON   
 PW0551  ___________________________________________________________________
 PW0551  LAPLACE CORR-         -14.20  (seconds)                    DEFLEC99
 PW0551  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 PW0551
 PW0551  HORZ ORDER  -  SECOND
 PW0551
 PW0551.The horizontal coordinates were established by classical geodetic methods
 PW0551.and adjusted by the National Geodetic Survey in January 1997..
 PW0551
 PW0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0551
 PW0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0551
 PW0551.The geoid height was determined by GEOID03.
 PW0551
 PW0551;                    North         East     Units Scale Factor Converg.
 PW0551;SPC WYEC     -   595,713.349   384,653.803   MT  0.99994039   -0 08 14.8
 PW0551;SPC MT       -    81,153.466   755,586.209   MT  1.00002273   +1 26 33.5
 PW0551;SPC MT       -   266,251.53  2,478,957.38   iFT  1.00002273   +1 26 33.5
 PW0551;UTM  13      - 4,981,891.123   300,636.465   MT  1.00008875   -1 47 12.8
 PW0551
 PW0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0551!SPC WYEC     -   0.99974251  x   0.99994039  =   0.99968291
 PW0551!SPC MT       -   0.99974251  x   1.00002273  =   0.99976523
 PW0551!UTM  13      -   0.99974251  x   1.00008875  =   0.99983124
 PW0551
 PW0551:                Primary Azimuth Mark                     Grid Az
 PW0551:SPC WYEC     -  PASS AZ MK                               028 42 18.7
 PW0551:SPC MT       -  PASS AZ MK                               027 07 30.4
 PW0551:UTM  13      -  PASS AZ MK                               030 21 16.7
 PW0551
 PW0551|---------------------------------------------------------------------|
 PW0551| PID    Reference Object                     Distance      Geod. Az  |
 PW0551|                                                           dddmmss.s |
 PW0551| CQ6292 PASS AZ MK                                         0283403.9 |
 PW0551| CQ6293 PASS RM 1                            19.219 METERS 04823     |
 PW0551| CQ6294 PASS RM 2                            19.463 METERS 13528     |
 PW0551|---------------------------------------------------------------------|
 PW0551
 PW0551                          SUPERSEDED SURVEY CONTROL
 PW0551
 PW0551  NAD 83(1986)-  44 57 44.91474(N)    107 31 40.25113(W) AD(       ) 2
 PW0551  NAD 27      -  44 57 45.03530(N)    107 31 37.92220(W) AD(       ) 2
 PW0551  NGVD 29 (07/19/86) 1653.1    (m)         5424.     (f) VERT ANG       
 PW0551
 PW0551.Superseded values are not recommended for survey control.
 PW0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0551.See file dsdata.txt to determine how the superseded data were derived.
 PW0551
 PW0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK0063681891(NAD 83)
 PW0551_MARKER: DS = TRIANGULATION STATION DISK
 PW0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0551
 PW0551  HISTORY     - Date     Condition        Report By
 PW0551  HISTORY     - 1957     MONUMENTED       CGS
 PW0551
 PW0551                          STATION DESCRIPTION
 PW0551
 PW0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0551'STATION IS ON A HIGH RIDGE, ABOUT 0.35 MILE NORTH FROM THE NORTH
 PW0551'BOUNDARY OF THE BIG HORN NATIONAL FOREST, BETWEEN PASS AND GAY
 PW0551'CREEKS AND ABOUT 9 MILES WEST OF THE TOWN OF PARKMAN.
 PW0551'
 PW0551'REACHED FROM THE ELEVATOR IN PARKMAN BY GOING SOUTHERLY ON A
 PW0551'MACADAM ROAD FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY 87,
 PW0551'BEAR LEFT ON HIGHWAY 87 AND GO NORTHERLY FOR 2.55 MILES TO
 PW0551'A GRAVELED SIDE ROAD LEFT, BEAR LEFT ON THE SIDE ROAD AND GO
 PW0551'WEST FOR 0.05 MILE TO A RAILROAD CROSSING, CROSS THE RAILROAD
 PW0551'TRACKS AND CONTINUE WEST ON THE GRAVELED ROAD FOR 5.85 MILES TO
 PW0551'A SIDE ROAD RIGHT JUST AFTER PASSING SOME FARM BUILDINGS ON
 PW0551'THE RIGHT, KEEP STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 3.8
 PW0551'MILES TO THE TOP OF A GRADE AND THE END OF THE GRAVELED ROAD,
 PW0551'(METAL GATE AND ROAD LEADING TO A FARM HOME ON THE RIGHT)
 PW0551'KEEP STRAIGHT AHEAD ON A GRADED DIRT ROAD FOR 0.2 MILE TO A
 PW0551'WIRE GATE ON THE LEFT, BEAR LEFT, PASSING THROUGH THE GATE AND
 PW0551'GO SOUTHERLY, UP-HILL ON A TRACK ROAD FOR 0.25 MILE TO THE
 PW0551'TOP OF THE HILL AND THE AZIMUTH MARK ON THE RIGHT, KEEP
 PW0551'STRAIGHT AHEAD ON THE TRACK ROAD, SOUTHERLY, FOR 0.2 MILE TO THE
 PW0551'STATION ON THE RIGHT.
 PW0551'
 PW0551'STATION MARKS ARE STANDARD DISKS, STAMPED PASS 1957.  THE SURFACE
 PW0551'MARK IS SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST
 PW0551'PROJECTING 6 INCHES.  IT IS 28 FEET NORTHWEST OF THE CENTER
 PW0551'OF THE TRACK ROAD AND 21 FEET SOUTHEAST OF THE WEST EDGE OF A
 PW0551'BLUFF.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 5 FEET NORTH
 PW0551'OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 PW0551'OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 PW0551'
 PW0551'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PASS NO 1 1957,
 PW0551'SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST PROJECTING
 PW0551'6 INCHES.  IT IS 25 FEET NORTHWEST OF THE CENTER OF THE TRACK
 PW0551'ROAD, 13.5 FEET SOUTHEAST OF THE EDGE OF THE BLUFF AND 59 FEET
 PW0551'NORTH-NORTHEAST OF THE WHITE WITNESS POST.
 PW0551'
 PW0551'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PASS NO 2 1957, SET
 PW0551'IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST PROJECTING
 PW0551'6 INCHES.  IT IS 29 FEET SOUTHEAST OF THE CENTER OF THE TRACK
 PW0551'ROAD AND 67 FEET SOUTHEAST OF THE WHITE WITNESS POST.
 PW0551'
 PW0551'AZIMUTH MARK IS A STANDARD DISK, STAMPED PASS 1957, CEMENTED
 PW0551'IN A DRILL HOLE, IN THE TOP OF A 4 X 9 FOOT BOULDER PROJECTING
 PW0551'4 FEET.  IT IS 97 FEET WEST OF THE EAST TRACK ROAD, 60 FEET
 PW0551'NORTH OF A SOUTH TRACK ROAD AND 88 FEET SOUTHEAST OF THE TOP
 PW0551'OF A RIDGE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 9 FEET
 PW0551'SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0780 ***********************************************************************
 OX0780  DESIGNATION -  PASS ET
 OX0780  PID         -  OX0780
 OX0780  STATE/COUNTY-  WY/SUBLETTE
 OX0780  USGS QUAD   -  PASS PEAK (1966)
 OX0780
 OX0780                         *CURRENT SURVEY CONTROL
 OX0780  ___________________________________________________________________
 OX0780* NAD 83(1993)-  43 13 04.87589(N)    110 11 38.06611(W)     ADJUSTED  
 OX0780* NAVD 88     -      3025.5    (meters)    9926.     (feet)  VERTCON   
 OX0780  ___________________________________________________________________
 OX0780  LAPLACE CORR-           8.23  (seconds)                    DEFLEC99
 OX0780  GEOID HEIGHT-          -9.96  (meters)                     GEOID03
 OX0780
 OX0780  HORZ ORDER  -  THIRD
 OX0780
 OX0780.The horizontal coordinates were established by classical geodetic methods
 OX0780.and adjusted by the National Geodetic Survey in January 1997..
 OX0780
 OX0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0780
 OX0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0780
 OX0780.The geoid height was determined by GEOID03.
 OX0780
 OX0780;                    North         East     Units Scale Factor Converg.
 OX0780;SPC WY W     -   401,879.222   791,016.201   MT  0.99993849   -0 04 32.6
 OX0780;UTM  12      - 4,785,341.515   565,470.648   MT  0.99965273   +0 33 07.2
 OX0780
 OX0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0780!SPC WY W     -   0.99952733  x   0.99993849  =   0.99946585
 OX0780!UTM  12      -   0.99952733  x   0.99965273  =   0.99918022
 OX0780
 OX0780:                Primary Azimuth Mark                     Grid Az
 OX0780:SPC WY W     -  TOSI 2 ET                                337 42 58.3
 OX0780:UTM  12      -  TOSI 2 ET                                337 05 18.5
 OX0780
 OX0780|---------------------------------------------------------------------|
 OX0780| PID    Reference Object                     Distance      Geod. Az  |
 OX0780|                                                           dddmmss.s |
 OX0780| OX0777 TOSI 2 ET                           APPROX. 7.7 KM 3373825.7 |
 OX0780|---------------------------------------------------------------------|
 OX0780
 OX0780                          SUPERSEDED SURVEY CONTROL
 OX0780
 OX0780  NAD 83(1993)-  43 13 04.87091(N)    110 11 38.06010(W) AD(       ) 3
 OX0780  NAD 83(1986)-  43 13 04.85821(N)    110 11 38.05232(W) AD(       ) 3
 OX0780  NAD 27      -  43 13 05.08510(N)    110 11 35.42771(W) AD(       ) 3
 OX0780  NGVD 29 (07/19/86) 3023.9    (m)         9921.     (f) VERT ANG       
 OX0780
 OX0780.Superseded values are not recommended for survey control.
 OX0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0780.See file dsdata.txt to determine how the superseded data were derived.
 OX0780
 OX0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN6547185342(NAD 83)
 OX0780_MARKER: DD = SURVEY DISK
 OX0780_SETTING: 0 = UNSPECIFIED SETTING
 OX0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0780
 OX0780  HISTORY     - Date     Condition        Report By
 OX0780  HISTORY     - 1966     MONUMENTED       USGS
 OX0780
 OX0780                          STATION DESCRIPTION
 OX0780
 OX0780'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0780'LOCATED IN SUBLETTE COUNTY, WYOMING, ABOUT 11 MI. E. AND 0.8 MI.
 OX0780'N. OF BONDURANT ON THE HIGHEST TOP OF A HIGH WOODED RIDGE KNOWN AS
 OX0780'PASS PEAK.  REACHED BY HELICOPTER.
 OX0780'
 OX0780'STATION MARK - STANDARD USGS ALUMINUM TABLET CEMENTED IN 3-IN. IRON
 OX0780'PIPE SET IN MASS OF CONCRETE STAMPED, ---PASS ET 1966--- AND
 OX0780'PROJECTING 0.1 FT. ABOVE GROUND.
 OX0780'
 OX0780'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0448 ***********************************************************************
 PW0448  DESIGNATION -  PASSAIC
 PW0448  PID         -  PW0448
 PW0448  STATE/COUNTY-  WY/SHERIDAN
 PW0448  USGS QUAD   -  CABIN CREEK NW (1971)
 PW0448
 PW0448                         *CURRENT SURVEY CONTROL
 PW0448  ___________________________________________________________________
 PW0448* NAD 83(1993)-  44 57 41.37123(N)    106 12 55.47156(W)     ADJUSTED  
 PW0448* NAVD 88     -      1297.7    (meters)    4258.     (feet)  VERTCON   
 PW0448  ___________________________________________________________________
 PW0448  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 PW0448  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 PW0448  OBS GRAVITY -     980,224.2   (mgal)                       GRAV_OBS
 PW0448
 PW0448  HORZ ORDER  -  FIRST
 PW0448
 PW0448.The horizontal coordinates were established by classical geodetic methods
 PW0448.and adjusted by the National Geodetic Survey in January 1997..
 PW0448
 PW0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0448
 PW0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0448
 PW0448.The geoid height was determined by GEOID03.
 PW0448.The observed gravity was obtained from relative gravimeter ties
 PW0448.to the IGSN71 gravity network.
 PW0448
 PW0448;                    North         East     Units Scale Factor Converg.
 PW0448;SPC WYEC     -   596,193.256   488,198.340   MT  1.00003312   +0 47 24.0
 PW0448;SPC MT       -    84,517.992   859,083.134   MT  1.00002333   +2 24 09.7
 PW0448;SPC MT       -   277,290.00  2,818,514.22   iFT  1.00002333   +2 24 09.7
 PW0448;UTM  13      - 4,979,391.152   404,143.033   MT  0.99971298   -0 51 32.1
 PW0448
 PW0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0448!SPC WYEC     -   0.99979890  x   1.00003312  =   0.99983202
 PW0448!SPC MT       -   0.99979890  x   1.00002333  =   0.99982223
 PW0448!UTM  13      -   0.99979890  x   0.99971298  =   0.99951194
 PW0448
 PW0448|---------------------------------------------------------------------|
 PW0448| PID    Reference Object                     Distance      Geod. Az  |
 PW0448|                                                           dddmmss.s |
 PW0448| CQ6296 PASSAIC RM 1                         14.500 METERS 01810     |
 PW0448| CQ6297 PASSAIC RM 2                         45.309 METERS 14909     |
 PW0448| CQ6295 PASSAIC AZ MK                                      2952007.5 |
 PW0448|---------------------------------------------------------------------|
 PW0448
 PW0448                          SUPERSEDED SURVEY CONTROL
 PW0448
 PW0448  NAD 83(1993)-  44 57 41.35523(N)    106 12 55.46251(W) AD(       ) 1
 PW0448  NAD 83(1986)-  44 57 41.34872(N)    106 12 55.43768(W) AD(       ) 1
 PW0448  NAD 27      -  44 57 41.39000(N)    106 12 53.33000(W) AD(       ) 1
 PW0448  NGVD 29 (07/19/86) 1297.0    (m)         4255.     (f) VERT ANG       
 PW0448
 PW0448.Superseded values are not recommended for survey control.
 PW0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0448.See file dsdata.txt to determine how the superseded data were derived.
 PW0448
 PW0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK0414379391(NAD 83)
 PW0448_MARKER: DS = TRIANGULATION STATION DISK
 PW0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0448
 PW0448  HISTORY     - Date     Condition        Report By
 PW0448  HISTORY     - 1934     MONUMENTED       CGS
 PW0448  HISTORY     - 1944     GOOD             LOCENG
 PW0448  HISTORY     - 1966     GOOD             CGS
 PW0448
 PW0448                          STATION DESCRIPTION
 PW0448
 PW0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PW0448'THE STATION IS ABOUT 4 MILES NORTH-NORTHEAST OF PASSAIC POST
 PW0448'OFFICE (RANCH) AND 2-1/2 MILES SOUTH OF THE STATE LINE ON THE
 PW0448'COUNTY ROAD THAT RUNS BETWEEN PASSAIC POST OFFICE AND MILES
 PW0448'CITY.  IT IS ON THE TOP OF A LOW SMALL RIDGE, WHICH IS COVERED
 PW0448'WITH GRASS AND SAGEBRUSH.  THIS RIDGE RUNS NORTHWEST AND
 PW0448'SOUTHEAST AND IS IN THE SOUTHWEST QUARTER OF SEC. 36, T. 58 N.,
 PW0448'R. 78 W.  THE STATION MARK IS 57.5 FEET NORTH-NORTHEAST OF THE
 PW0448'CENTER LINE OF THE ROAD.
 PW0448'
 PW0448'THE STATION MAY BE REACHED FROM THE PASSAIC POST OFFICE (RANCH)
 PW0448'BY GOING EAST 1/4 MILE TO THE MAIN ROAD.  THEN GO EAST AND
 PW0448'NORTH ON THE MAIN ROAD 2.75 MILES TO A SMALL SQUARE, WHITE,
 PW0448'SCHOOLHOUSE ON THE WEST SIDE OF THE ROAD.  CONTINUE NORTH
 PW0448'AND EAST 2.95 MILES TO THE HIGHEST POINT OF RIDGE AND STATION.
 PW0448'
 PW0448'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PW0448'BRONZE DISKS SET IN CONCRETE.
 PW0448'AND 13A.
 PW0448'
 PW0448'REFERENCE MARK NO. 1 IS NORTH OF THE STATION AND 100 FEET
 PW0448'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD.
 PW0448'
 PW0448'REFERENCE MARK NO. 2 IS EAST-SOUTHEAST OF THE STATION AND 13.5
 PW0448'FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD.
 PW0448'
 PW0448'THE AZIMUTH MARK IS WEST OF THE STATION ON A SMALL KNOLL,
 PW0448'WHICH IS PART OF THE SAME GROUP OF RIDGES THAT THE STATION IS
 PW0448'ON.  IT IS 91 FEET NORTH OF THE ROAD.  THE MARK PROJECTS ABOUT
 PW0448'18 INCHES ABOVE THE GROUND.
 PW0448'
 PW0448'A 4-FOOT STAND WILL CLEAR ALL LINES.
 PW0448
 PW0448                          STATION RECOVERY (1944)
 PW0448
 PW0448'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (WBT)
 PW0448'STATION RECOVERED BY CARTER OIL CO
 PW0448'
 PW0448'STATION STAMPED PASSIAC RECOVERED IN GOOD CONDITION.  THE
 PW0448'SMALL WHITE SCHOOLHOUSE HAS BEEN MOVED 1.25 MILES NORTHEAST
 PW0448'AND IS NOW ON THE EAST SIDE OF THE ROAD AND IS 1.50 MILES SOUTHWEST
 PW0448'OF TRI. STA. PASSAIC.  THIS SCHOOLHOUSE IN NOW USED AS THE PASSIAC
 PW0448'STAR ROUTE POST OFFICE.
 PW0448
 PW0448                          STATION RECOVERY (1966)
 PW0448
 PW0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 PW0448'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 PW0448'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 PW0448'DUE TO ROAD CHANGE AND THE PASSAIC POST OFFICE DESTROYED A
 PW0448'NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 PW0448'
 PW0448'TO REACH THE STATION FROM THE POST OFFICE AT LEITER, GO
 PW0448'NORTH ON THE MAIN GRAVEL ROAD FOR 2.0 MILES TO A FORK.  TAKE
 PW0448'THE LEFT FORK AND GO NORTHERLY ON THE MAIN ROAD FOR 14.8
 PW0448'MILES TO A SMALL SCHOOLHOUSE AND RANCH BUILDING ON THE RIGHT.
 PW0448'CONTINUE NORTH ON THE MAIN ROAD FOR 4.05 MILES TO THE STATION
 PW0448'ON THE LEFT.
 PW0448'
 PW0448'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18.5 MILES
 PW0448'NORTH-NORTHEAST OF LEITER, 2.5 MILES SOUTH OF THE MONTANA AND
 PW0448'WYOMING STATE LINE AND ABOUT 35.0 MILES EAST-NORTHEAST OF
 PW0448'SHERIDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0329 ***********************************************************************
 OW0329  DESIGNATION -  PASUP
 OW0329  PID         -  OW0329
 OW0329  STATE/COUNTY-  WY/FREMONT
 OW0329  USGS QUAD   -  CROWHEART BUTTE (1993)
 OW0329
 OW0329                         *CURRENT SURVEY CONTROL
 OW0329  ___________________________________________________________________
 OW0329* NAD 83(1993)-  43 21 58.24248(N)    109 00 09.53714(W)     ADJUSTED  
 OW0329* NAVD 88     -      2012.1    (meters)    6601.     (feet)  VERTCON   
 OW0329  ___________________________________________________________________
 OW0329  LAPLACE CORR-         -12.07  (seconds)                    DEFLEC99
 OW0329  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 OW0329
 OW0329  HORZ ORDER  -  THIRD
 OW0329
 OW0329.The horizontal coordinates were established by classical geodetic methods
 OW0329.and adjusted by the National Geodetic Survey in January 1997..
 OW0329
 OW0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0329
 OW0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0329
 OW0329.The geoid height was determined by GEOID03.
 OW0329
 OW0329;                    North         East     Units Scale Factor Converg.
 OW0329;SPC WYWC     -   318,363.311   579,522.774   MT  0.99994266   -0 10 24.5
 OW0329;UTM  12      - 4,803,416.910   661,832.595   MT  0.99992217   +1 22 18.5
 OW0329
 OW0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0329!SPC WYWC     -   0.99968627  x   0.99994266  =   0.99962895
 OW0329!UTM  12      -   0.99968627  x   0.99992217  =   0.99960847
 OW0329
 OW0329|---------------------------------------------------------------------|
 OW0329| PID    Reference Object                     Distance      Geod. Az  |
 OW0329|                                                           dddmmss.s |
 OW0329| CP6379 PASUP RM 1                            5.352 METERS 05129     |
 OW0329| CP6378 PASUP AZ MK                                        1255254.2 |
 OW0329| CP6380 PASUP RM 2                           28.197 METERS 28833     |
 OW0329|---------------------------------------------------------------------|
 OW0329
 OW0329                          SUPERSEDED SURVEY CONTROL
 OW0329
 OW0329  NAD 83(1986)-  43 21 58.22438(N)    109 00 09.53533(W) AD(       ) 3
 OW0329  NAD 27      -  43 21 58.38100(N)    109 00 07.08100(W) AD(       ) 3
 OW0329  NGVD 29 (11/06/89) 2011.0    (m)         6598.     (f) VERT ANG       
 OW0329
 OW0329.Superseded values are not recommended for survey control.
 OW0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0329.See file dsdata.txt to determine how the superseded data were derived.
 OW0329
 OW0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6183303417(NAD 83)
 OW0329_MARKER: DS = TRIANGULATION STATION DISK
 OW0329_SETTING: 66 = SET IN ROCK OUTCROP
 OW0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0329
 OW0329  HISTORY     - Date     Condition        Report By
 OW0329  HISTORY     - 1936     MONUMENTED       CGS
 OW0329
 OW0329                          STATION DESCRIPTION
 OW0329
 OW0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0329'ABOUT 10 MILES NORTH-NORTHWEST OF DIVERSION DAM, ABOUT 9 MILES
 OW0329'EAST OF LENORE POST OFFICE, ABOUT 6-1/2 MILES NORTHEAST OF
 OW0329'CROWHEART BUTTE, ABOUT 1-1/2 MILES EAST OF PASUP CREEK, ON MAIN
 OW0329'BUTTE LYING ABOUT 1/4 MILE SOUTH OF TEAPOT BUTTE WHICH IS LOWER
 OW0329'THAN MAIN BUTTE.  STATION IS ON NORTH EDGE OF BUTTE, SOUTH BY
 OW0329'EAST OF THE TEAPOT, 21 FEET SOUTH OF EDGE OF CLIFF, AND 27 FEET
 OW0329'WEST OF EDGE OF CLIFF AT BREAK TO SOUTH.  TO REACH FROM
 OW0329'DIVERSION DAM ON WIND RIVER AND JUNCTION OF U.S. AND STATE
 OW0329'HIGHWAYS 287, GO NORTH ON HIGHWAY 0.9 MILE, TAKE LEFT FORK
 OW0329'JUST AFTER CROSSING DAM AND FOLLOW ROAD ALONG BASE OF HILLS,
 OW0329'PASSING CARETAKERS HOUSE ON WEST SIDE OF CANAL, AND
 OW0329'FOLLOWING ROAD UP HILL.  AT 1.5 MILES TAKE RIGHT FORK AND
 OW0329'FOLLOW MAIN-TRAVELED ROAD.  AT 2.3 MILES KEEP TO LEFT FORK
 OW0329'(STATION DIVERSION IS ABOUT 1/4 MILE TO EAST).  AT 2.7
 OW0329'MILES ENTER GRADED ROAD AND TURN LEFT (ROAD LEADS TO LENORE
 OW0329'POST OFFICE).  AT 5.2 MILES TURN RIGHT OFF GRADED ROAD
 OW0329'AND FOLLOW TRACK ROAD IN SCRAPED AREA.  AT 6.9 MILES KEEP
 OW0329'STRAIGHT AHEAD (NORTHWEST) ON MAIN-TRAVELED ROAD.  AT 9.6
 OW0329'MILES TAKE LEFT FORK STRAIGHT AHEAD.  AT 11.8 MILES TAKE RIGHT
 OW0329'FORK STRAIGHT AHEAD.  AT 12.9 MILES TURN RIGHT AND FOLLOW VERY
 OW0329'DIM TRACK ROAD LEADING EAST ON NORTH SIDE OF DEEP WASH EATING
 OW0329'TOWARDS ROAD FROM EAST.  AT 13.2 MILES CROSS PASUP CREEK AND
 OW0329'CONTINUE ON OLD WASHED-OUT ROAD UP HILLS TO EAST.  AT 14.3 MILES
 OW0329'BEAR LEFT AT NORTHWEST SIDE OF THE TEAPOT AND GO NORTHEAST TO
 OW0329'TOP OF FIRST LOW RIDGE, THEN FOLLOW RIDGE AROUND ARC 1.8 MILES
 OW0329'TO TOP OF MAIN DIVIDE AT SOUTHEAST BASE OF MAIN BUTTE.  FROM
 OW0329'HERE TRAIL LEADS UP NORTH SIDE OF MESA AND STATION IS ABOUT
 OW0329'1/3 MILE NORTHWEST.  STATION MARK IS STANDARD DISK IN
 OW0329'OUTCROPPING BEDROCK, FLUSH WITH GROUND.  REFERENCE AND AZIMUTH
 OW0329'MARKS ARE STANDARD DISKS IN OUTCROPPING BEDROCK.
 OW0329'REFERENCE MARKS ARE FLUSH WITH GROUND.  NO. 1 IS 5.352
 OW0329'METERS (17.56 FEET) NORTHEAST OF STATION N 51 DEG 29 MIN E.
 OW0329'NO. 2 IS 28.197 METERS (92.51 FEET) WEST N 71 DEG 27 MIN W.
 OW0329'AZIMUTH MARK IS APPROXIMATELY 75 YARDS WEST OF
 OW0329'EAST END OF BUTTE, ALONG NORTH EDGE OF ROCK LEDGE AND AT POINT
 OW0329'WHERE LEDGE RECEDES TO SOUTH GOING WESTERLY, AND
 OW0329'APPROXIMATELY 1/3 MILE SOUTHEAST OF STATION S 54 DEG 07 MIN E.
 OW0329'CAIRN ON THE TEAPOT IS APPROXIMATELY 150
 OW0329'YARDS NORTHWEST OF STATION N 45 DEG 37 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0225 ***********************************************************************
 NS0225  DESIGNATION -  PAT
 NS0225  PID         -  NS0225
 NS0225  STATE/COUNTY-  WY/FREMONT
 NS0225  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0225
 NS0225                         *CURRENT SURVEY CONTROL
 NS0225  ___________________________________________________________________
 NS0225* NAD 83(1993)-  42 29 18.58914(N)    108 48 27.15064(W)     ADJUSTED  
 NS0225* NAVD 88     -      2530.0    (meters)    8301.     (feet)  VERTCON   
 NS0225  ___________________________________________________________________
 NS0225  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 NS0225  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 NS0225
 NS0225  HORZ ORDER  -  THIRD
 NS0225
 NS0225.The horizontal coordinates were established by classical geodetic methods
 NS0225.and adjusted by the National Geodetic Survey in January 1997..
 NS0225
 NS0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0225
 NS0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0225
 NS0225.The geoid height was determined by GEOID03.
 NS0225
 NS0225;                    North         East     Units Scale Factor Converg.
 NS0225;SPC WYWC     -   220,837.212   595,269.546   MT  0.99993778   -0 02 19.9
 NS0225;UTM  12      - 4,706,344.920   680,182.752   MT  0.99999946   +1 28 52.6
 NS0225
 NS0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0225!SPC WYWC     -   0.99960512  x   0.99993778  =   0.99954292
 NS0225!UTM  12      -   0.99960512  x   0.99999946  =   0.99960458
 NS0225
 NS0225:                Primary Azimuth Mark                     Grid Az
 NS0225:SPC WYWC     -  GLO 23 RM 2                              229 57 25.8
 NS0225:UTM  12      -  GLO 23 RM 2                              228 26 13.3
 NS0225
 NS0225|---------------------------------------------------------------------|
 NS0225| PID    Reference Object                     Distance      Geod. Az  |
 NS0225|                                                           dddmmss.s |
 NS0225| NS0226 GLO 23 RM 2                         APPROX. 3.1 KM 2295505.9 |
 NS0225|---------------------------------------------------------------------|
 NS0225
 NS0225                          SUPERSEDED SURVEY CONTROL
 NS0225
 NS0225  NAD 83(1986)-  42 29 18.57249(N)    108 48 27.15069(W) AD(       ) 3
 NS0225  NAD 27      -  42 29 18.73775(N)    108 48 24.74330(W) AD(       ) 3
 NS0225  NGVD 29 (07/19/86) 2528.8    (m)         8297.     (f) VERT ANG       
 NS0225
 NS0225.Superseded values are not recommended for survey control.
 NS0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0225.See file dsdata.txt to determine how the superseded data were derived.
 NS0225
 NS0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8018306345(NAD 83)
 NS0225_MARKER: DD = SURVEY DISK
 NS0225_SETTING: 66 = SET IN ROCK OUTCROP
 NS0225_SP_SET: SET IN ROCK OUTCROP
 NS0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0225+STABILITY: POSITION/ELEVATION WELL
 NS0225
 NS0225  HISTORY     - Date     Condition        Report By
 NS0225  HISTORY     - 1951     MONUMENTED       USGS
 NS0225
 NS0225                          STATION DESCRIPTION
 NS0225
 NS0225'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0225'STATION IS LOCATED ABOUT 0.3 MI. S. OF HIGHWAY 28 AND JUNCTION WITH
 NS0225'OLD SOUTH PASS CITY RD.  STATION IS ON A ROCKY HILL WITH BLACK ROCK
 NS0225'OUTCROPS.  IT IS E. ABOUT 150 FT. FROM A DIM RD. OVER SUMMIT OF HILL.
 NS0225'
 NS0225'TO REACH STATION FROM INTERSECTION OF OLD SOUTH PASS CITY RD. AND
 NS0225'HIGHWAY 28, GO S. ON DIM RD. TO ROCKY HILL WITH BLACK ROCK OUTCROPS
 NS0225'AND STATION.
 NS0225'
 NS0225'STATION MARK - BRONZE TABLET CEMENTED IN SOLID ROCK OUTCROP, STAMPED
 NS0225'---WR-PAT 1951---.
 NS0225'
 NS0225'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0391 ***********************************************************************
 NR0391  DESIGNATION -  PATHFINDER
 NR0391  PID         -  NR0391
 NR0391  STATE/COUNTY-  WY/NATRONA
 NR0391  USGS QUAD   -  PATHFINDER RESERVOIR NW (1982)
 NR0391
 NR0391                         *CURRENT SURVEY CONTROL
 NR0391  ___________________________________________________________________
 NR0391* NAD 83(1993)-  42 28 51.84808(N)    106 52 38.88573(W)     ADJUSTED  
 NR0391* NAVD 88     -      2053.6    (meters)    6738.     (feet)  VERTCON   
 NR0391  ___________________________________________________________________
 NR0391  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 NR0391  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 NR0391
 NR0391  HORZ ORDER  -  THIRD
 NR0391
 NR0391.The horizontal coordinates were established by classical geodetic methods
 NR0391.and adjusted by the National Geodetic Survey in January 1997..
 NR0391
 NR0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0391
 NR0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0391
 NR0391.The geoid height was determined by GEOID03.
 NR0391
 NR0391;                    North         East     Units Scale Factor Converg.
 NR0391;SPC WYEC     -   320,111.227   437,480.653   MT  0.99995478   +0 18 28.3
 NR0391;UTM  13      - 4,704,898.781   345,686.692   MT  0.99989298   -1 16 05.5
 NR0391
 NR0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0391!SPC WYEC     -   0.99967997  x   0.99995478  =   0.99963476
 NR0391!UTM  13      -   0.99967997  x   0.99989298  =   0.99957298
 NR0391
 NR0391:                Primary Azimuth Mark                     Grid Az
 NR0391:SPC WYEC     -  SCALE                                    062 11 12.6
 NR0391:UTM  13      -  SCALE                                    063 45 46.4
 NR0391
 NR0391|---------------------------------------------------------------------|
 NR0391| PID    Reference Object                     Distance      Geod. Az  |
 NR0391|                                                           dddmmss.s |
 NR0391| NR0540 SCALE                               APPROX. 4.0 KM 0622940.9 |
 NR0391|---------------------------------------------------------------------|
 NR0391
 NR0391                          SUPERSEDED SURVEY CONTROL
 NR0391
 NR0391  NAD 83(1986)-  42 28 51.82905(N)    106 52 38.87280(W) AD(       ) 3
 NR0391  NAD 27      -  42 28 51.97655(N)    106 52 36.70522(W) AD(       ) 3
 NR0391  NGVD 29 (09/08/93) 2052.7    (m)         6735.     (f) VERT ANG       
 NR0391
 NR0391.Superseded values are not recommended for survey control.
 NR0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0391.See file dsdata.txt to determine how the superseded data were derived.
 NR0391
 NR0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH4568704899(NAD 83)
 NR0391_MARKER: DD = SURVEY DISK
 NR0391_SETTING: 66 = SET IN ROCK OUTCROP
 NR0391_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NR0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0391+STABILITY: POSITION/ELEVATION WELL
 NR0391
 NR0391  HISTORY     - Date     Condition        Report By
 NR0391  HISTORY     - 1948     MONUMENTED       USGS
 NR0391
 NR0391                          STATION DESCRIPTION
 NR0391
 NR0391'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0391'STATION LOCATED ON ROCKY, BUSHY HILL ABOUT 2.5 MI. N. OF PATHFINDER
 NR0391'DAM, N. SEC. 14, T 29 N, R 84 W, ABOUT 1.5 MI. W. OF PATHFINDER DAM
 NR0391'RD.
 NR0391'
 NR0391'TO REACH STATION FROM ALCOVA POST OFFICE, GO SW. ON STATE HIGHWAY 220
 NR0391'FOR 6.2 MI. TO GRADED GRAVEL RD. TO THE LEFT LABELED --PATHFINDER
 NR0391'DAM--, TAKE THIS RD. 4.6 MI. S. TO TRUCK TRACKS TAKING OFF TO RIGHT,
 NR0391'TURN RIGHT AND GO 0.7 MI. SW. TO FORK, TAKE LEFT FOR 0.3 MI. SW. TO
 NR0391'WHERE DIM RD. COMES IN FROM RIGHT, TURN LEFT 0.2 MI. TO FAINT FORK,
 NR0391'TAKE RIGHT FORK AND GO 0.3 MI. W. TO END OF TRUCK TRACKS, KEEP SW.
 NR0391'UP DRAW 0.3 MI. AND END OF TRUCK TRAVEL, STATION IS N. UP HILL ABOUT
 NR0391'0.3 MI., HALF HOUR PACK, ON TOP OF HIGHEST HILL.
 NR0391'
 NR0391'STATION MARK--STANDARD TABLET STAMPED ---PATHFINDER 1948--- AND
 NR0391'CEMENTED IN DRILLED HOLE IN ROCK, STAMPED ---T-16-VABM-6714---.
 NR0391'
 NR0391'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN SOLID ROCK,
 NR0391'STAMPED ---PATHFINDER NO. 1 1948--- AND BEING 24.45 FT. NE. OF
 NR0391'STATION MARK, S 21 DEG 03 MIN W.
 NR0391'
 NR0391'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN SOLID ROCK,
 NR0391'STAMPED ---PATHFINDER NO. 2 1948--- AND BEING 50.64 FT. SE. OF
 NR0391'STATION MARK, N 57 DEG 50 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1134 ***********************************************************************
 MO1134  DESIGNATION -  PAUL
 MO1134  PID         -  MO1134
 MO1134  STATE/COUNTY-  WY/LARAMIE
 MO1134  USGS QUAD   -  NIMMO RANCH (1991)
 MO1134
 MO1134                         *CURRENT SURVEY CONTROL
 MO1134  ___________________________________________________________________
 MO1134* NAD 83(1993)-  41 27 48.27129(N)    104 57 45.88847(W)     ADJUSTED  
 MO1134* NAVD 88     -      1955.     (meters)    6414.     (feet)  SCALED    
 MO1134  ___________________________________________________________________
 MO1134  LAPLACE CORR-         -13.42  (seconds)                    DEFLEC99
 MO1134  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 MO1134
 MO1134  HORZ ORDER  -  SECOND
 MO1134
 MO1134.The horizontal coordinates were established by classical geodetic methods
 MO1134.and adjusted by the National Geodetic Survey in January 1997..
 MO1134
 MO1134.The orthometric height was scaled from a topographic map.
 MO1134
 MO1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1134
 MO1134.The geoid height was determined by GEOID03.
 MO1134
 MO1134;                    North         East     Units Scale Factor Converg.
 MO1134;SPC WY E     -   107,003.349   217,035.048   MT  0.99994107   +0 08 06.1
 MO1134;UTM  13      - 4,590,202.569   503,111.005   MT  0.99960012   +0 01 28.8
 MO1134
 MO1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1134!SPC WY E     -   0.99969576  x   0.99994107  =   0.99963685
 MO1134!UTM  13      -   0.99969576  x   0.99960012  =   0.99929601
 MO1134
 MO1134:                Primary Azimuth Mark                     Grid Az
 MO1134:SPC WY E     -  PAUL AZ MK                               070 25 21.8
 MO1134:UTM  13      -  PAUL AZ MK                               070 31 59.1
 MO1134
 MO1134|---------------------------------------------------------------------|
 MO1134| PID    Reference Object                     Distance      Geod. Az  |
 MO1134|                                                           dddmmss.s |
 MO1134| CQ4567 PAUL AZ MK                                         0703327.9 |
 MO1134| CQ4568 PAUL RM 1                            12.995 METERS 09351     |
 MO1134| MO1117 AIRWAY BCN 1 18 MI N CHEYENNE       APPROX.10.6 KM 1300053.4 |
 MO1134| CQ4569 PAUL RM 2                            13.024 METERS 20011     |
 MO1134|---------------------------------------------------------------------|
 MO1134
 MO1134                          SUPERSEDED SURVEY CONTROL
 MO1134
 MO1134  NAD 83(1986)-  41 27 48.25453(N)    104 57 45.88664(W) AD(       ) 2
 MO1134  NAD 27      -  41 27 48.33480(N)    104 57 43.98620(W) AD(       ) 2
 MO1134
 MO1134.Superseded values are not recommended for survey control.
 MO1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1134.See file dsdata.txt to determine how the superseded data were derived.
 MO1134
 MO1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0311190203(NAD 83)
 MO1134_MARKER: DS = TRIANGULATION STATION DISK
 MO1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1134
 MO1134  HISTORY     - Date     Condition        Report By
 MO1134  HISTORY     - 1963     MONUMENTED       CGS
 MO1134
 MO1134                          STATION DESCRIPTION
 MO1134
 MO1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1134'THE STATION IS 20 MILES SOUTH AND 7-1/2 MILES WEST OF CHUGWATER,
 MO1134'IN THE NORTHEAST QUARTER OF SECTION 11, T 17 N, R 68 W, IN
 MO1134'PASTURE LAND OWNED BY MR. ERNEST NIMMO.
 MO1134'
 MO1134'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 MO1134'AND 85, ABOUT 7 MILES NORTH OF THE CAPITAL BUILDING IN CHEYENNE,
 MO1134'GO NORTH ON HIGHWAY 87 FOR 11.95 MILES TO A SIDE ROAD
 MO1134'ON THE LEFT AND A MICROWAVE RELAY TOWER ON THE LEFT.  TURN LEFT,
 MO1134'CROSS A CATTLE GUARD AND GO NORTHWESTERLY ON A GRAVEL ROAD FOR
 MO1134'2.35 MILES TO A CROSSROAD.  CONTINUE NORTHERLY ON THE GRAVEL
 MO1134'ROAD FOR 2.8 MILES TO A SIDE ROAD ON THE LEFT AND A SIGN ADA
 MO1134'HU NIMMO LIVESTOCK CO. ON THE LEFT.  TURN LEFT AND GO WEST ON
 MO1134'A GRAVEL ROAD FOR 2.25 MILES TO A TWO STORY RANCH HOME ON THE
 MO1134'LEFT.  GO NORTHERLY THROUGH RANCH YARD FOR 0.05 MILE TO A
 MO1134'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHERLY ON A DIRT
 MO1134'ROAD FOR 1.2 MILE TO A GATE IN A NORTH-SOUTH FENCE AND THE
 MO1134'AZIMUTH MARK 97 FEET SOUTH OF THE SOUTH END GATE POST.  PASS
 MO1134'THROUGH THE GATE, LEAVE THE ROAD AND GO WESTERLY OUT RIDGE
 MO1134'FOR 0.3 MILE, THEN BEAR LEFT AND GO 0.05 MILE SOUTHWEST TO A
 MO1134'SLIGHT RISE ON RIDGE AND THE STATION.
 MO1134'
 MO1134'STATION MARKS ARE STANDARD DISK STAMPED PAUL 1963.  THE SURFACE
 MO1134'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO1134'OF THE GROUND.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MO1134'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1134'
 MO1134'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PAUL NO 1 1963,
 MO1134'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1134'THE GROUND.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 MO1134'STATION.
 MO1134'
 MO1134'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PAUL NO 2 1963,
 MO1134'IS SET IN A SQUARE CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 MO1134'GROUND.  IT IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 MO1134'
 MO1134'AZIMUTH MARK, A STANDARD DISK STAMPED PAUL 1963, IS SET IN A
 MO1134'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MO1134'IT IS 2.5 FEET WEST OF A FENCE AND 2 FEET WEST OF A METAL
 MO1134'WITNESS POST.
 MO1134'
 MO1134'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0437 ***********************************************************************
 OW0437  DESIGNATION -  PAVILLION
 OW0437  PID         -  OW0437
 OW0437  STATE/COUNTY-  WY/FREMONT
 OW0437  USGS QUAD   -  PAVILLION BUTTE (1958)
 OW0437
 OW0437                         *CURRENT SURVEY CONTROL
 OW0437  ___________________________________________________________________
 OW0437* NAD 83(1993)-  43 15 33.43418(N)    108 42 51.62095(W)     ADJUSTED  
 OW0437* NAVD 88     -      1793.5    (meters)    5884.     (feet)  VERTCON   
 OW0437  ___________________________________________________________________
 OW0437  LAPLACE CORR-         -13.12  (seconds)                    DEFLEC99
 OW0437  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 OW0437
 OW0437  HORZ ORDER  -  THIRD
 OW0437
 OW0437.The horizontal coordinates were established by classical geodetic methods
 OW0437.and adjusted by the National Geodetic Survey in January 1997..
 OW0437
 OW0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0437
 OW0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0437
 OW0437.The geoid height was determined by GEOID03.
 OW0437
 OW0437;                    North         East     Units Scale Factor Converg.
 OW0437;SPC WYWC     -   306,458.183   602,895.382   MT  0.99993760   +0 01 28.0
 OW0437;UTM  12      - 4,792,145.430   685,518.234   MT  1.00002339   +1 34 00.5
 OW0437
 OW0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0437!SPC WYWC     -   0.99972080  x   0.99993760  =   0.99965842
 OW0437!UTM  12      -   0.99972080  x   1.00002339  =   0.99974419
 OW0437
 OW0437:                Primary Azimuth Mark                     Grid Az
 OW0437:SPC WYWC     -  JEAN                                     098 46 20.3
 OW0437:UTM  12      -  JEAN                                     097 13 47.8
 OW0437
 OW0437|---------------------------------------------------------------------|
 OW0437| PID    Reference Object                     Distance      Geod. Az  |
 OW0437|                                                           dddmmss.s |
 OW0437| OW0414 JEAN                                APPROX. 7.1 KM 0984748.3 |
 OW0437|---------------------------------------------------------------------|
 OW0437
 OW0437                          SUPERSEDED SURVEY CONTROL
 OW0437
 OW0437  NAD 83(1986)-  43 15 33.42103(N)    108 42 51.62136(W) AD(       ) 3
 OW0437  NGVD 29 (11/06/89) 1792.5    (m)         5881.     (f) VERT ANG       
 OW0437
 OW0437.Superseded values are not recommended for survey control.
 OW0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0437.See file dsdata.txt to determine how the superseded data were derived.
 OW0437
 OW0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8551892145(NAD 83)
 OW0437_MARKER: DS = TRIANGULATION STATION DISK
 OW0437_SETTING: 0 = UNSPECIFIED SETTING
 OW0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0437
 OW0437  HISTORY     - Date     Condition        Report By
 OW0437  HISTORY     - 1948     MONUMENTED       USGS
 OW0437
 OW0437                          STATION DESCRIPTION
 OW0437
 OW0437'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0437'STATION LOCATED ABOUT 12.1 MI. ENE. OF DIVERSION DAM, ABOUT 7.5 MI.
 OW0437'NNW. OF KINNEAR POST OFFICE, ABOUT 4.8 MI. NE. OF MORTON POST OFFICE
 OW0437'ABOUT 1.5 MI. NW. OF PAVILLION, ABOUT 0.6 MI. SW. OF OLD MAVERICK
 OW0437'SPRINGS RD., ABOUT 0.3 MI. NW. OF AN E-W. POWER LINES CROSSING OVER
 OW0437'GRADED RD. N., FROM PAVILLION.  LOCATED ON TOP PAVILLION BUTTE IN
 OW0437'SEC. 2, T 3 N, R 1 E.
 OW0437'
 OW0437'TO REACH FROM END OF PAVEMENT AT CROSSROADS AND TRANSFORMER STATION
 OW0437'IN PAVILLION, GO N. ON OLD MAVERICK SPRINGS RD. 1.0 MI. TO CANAL
 OW0437'CROSSING, CONTINUE N. 1.0 MI. (CROSSING NEW U.S. RECLAMATION SERVICE
 OW0437'BRIDGE) OR 0.3 MI. BEYOND A 25 FT. HIGH CLAY DOME ON RIGHT.  STATION
 OW0437'IS VISIBLE FROM THIS POINT 0.6 MI. TO SW.  TURN LEFT, OFF RD., AND
 OW0437'GO SW. ACROSS COUNTRY 0.8 MI. TO TOE OF SLOPE ON NW. END OF PAVILLION
 OW0437'BUTTE.  POINT IS MARKED BY 4.5 FT. DIAMETER ROUND SANDSTONE BOULDER.
 OW0437'TURN LEFT AND GO S. 0.1 MI. TO TOP OF SADDLE ON CONNECTING RIDGE,
 OW0437'TURN LEFT AND DRIVE 0.1 MI. E. TOWARD TOP OF BUTTE, AND TO END OF
 OW0437'JEEP TRAVEL, CONTINUE 0.1 MI. E. TO TOP OF BUTTE AND STATION.
 OW0437'
 OW0437'STATION MARK--STANDARD USGS TABLET STAMPED---PAVILLION 1948
 OW0437'TJW--- AND SET IN A CONCRETE MONUMENT FLUSH WITH GROUND.
 OW0437'
 OW0437'REFERENCE MARK NO. 1--BUREAU OF RECLAMATION PIPE SET IN A CONCRETE
 OW0437'MONUMENT 0.4 FT. ABOVE GROUND, 66.30 FT. SE. OF STATION, N
 OW0437'39 DEGREES 23 MINUTES, NW. PIPE IS UNSTAMPED AND BELIEVED TO
 OW0437'BE SECTION CORNER COMMON TO SECTIONS 1, 2, 11, AND 12, T 3 N, R 1 E.
 OW0437'
 OW0437'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET SET IN
 OW0437'OUTCROPPING SANDSTONE BEDROCK, 66.57 FT. NE. OF STATION IN TRUE
 OW0437'AZIMUTH 246 DEGREES 27 MINUTES, 16.33 FT. (IN ELEVATION) BELOW
 OW0437'STATION MARK AND IS STAMPED---PAVILLION NO. 2 1948 TJW---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0387 ***********************************************************************
 OU0387  CBN         -  This is a Cooperative Base Network Control Station.
 OU0387  DESIGNATION -  PAYNE
 OU0387  PID         -  OU0387
 OU0387  STATE/COUNTY-  WY/CAMPBELL
 OU0387  USGS QUAD   -  PINEY CANYON SW (1971)
 OU0387
 OU0387                         *CURRENT SURVEY CONTROL
 OU0387  ___________________________________________________________________
 OU0387* NAD 83(1993)-  43 34 52.55511(N)    105 14 11.27632(W)     ADJUSTED  
 OU0387* NAVD 88     -      1526.1    (meters)    5007.     (feet)  GPS OBS   
 OU0387  ___________________________________________________________________
 OU0387  X           -  -1,216,455.327 (meters)                     COMP
 OU0387  Y           -  -4,466,063.410 (meters)                     COMP
 OU0387  Z           -   4,375,548.310 (meters)                     COMP
 OU0387  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 OU0387  ELLIP HEIGHT-        1511.01  (meters)          (09/07/01) GPS OBS
 OU0387  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 OU0387
 OU0387  HORZ ORDER  -  B
 OU0387  ELLP ORDER  -  FOURTH    CLASS I
 OU0387
 OU0387.The horizontal coordinates were established by GPS observations
 OU0387.and adjusted by the National Geodetic Survey in October 1994..
 OU0387
 OU0387.The orthometric height was determined by GPS observations and a
 OU0387.high-resolution geoid model.
 OU0387
 OU0387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OU0387
 OU0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0387
 OU0387.The ellipsoidal height was determined by GPS observations
 OU0387.and is referenced to NAD 83.
 OU0387
 OU0387.The geoid height was determined by GEOID03.
 OU0387
 OU0387;                    North         East     Units Scale Factor Converg.
 OU0387;SPC WY E     -   342,229.756   194,362.820   MT  0.99993789   -0 02 53.2
 OU0387;UTM  13      - 4,825,393.770   480,908.750   MT  0.99960448   -0 09 46.9
 OU0387
 OU0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0387!SPC WY E     -   0.99976311  x   0.99993789  =   0.99970102
 OU0387!UTM  13      -   0.99976311  x   0.99960448  =   0.99936768
 OU0387
 OU0387|---------------------------------------------------------------------|
 OU0387| PID    Reference Object                     Distance      Geod. Az  |
 OU0387|                                                           dddmmss.s |
 OU0387| OU0386 SANDY B 6                             3.278 METERS 05503     |
 OU0387| CQ4572 PAYNE AZ MK                                        1010408.9 |
 OU0387| CQ4573 PAYNE RM 1                            8.131 METERS 21521     |
 OU0387| CQ4574 PAYNE RM 2                            9.068 METERS 30528     |
 OU0387|---------------------------------------------------------------------|
 OU0387
 OU0387                          SUPERSEDED SURVEY CONTROL
 OU0387
 OU0387  ELLIP H (10/19/94) 1511.08   (m)                       GP(       ) 4 1
 OU0387  NAD 83(1986)-  43 34 52.53292(N)    105 14 11.25250(W) AD(       ) 1
 OU0387  NAD 27      -  43 34 52.63900(N)    105 14 09.31800(W) AD(       ) 1
 OU0387  NGVD 29 (07/19/86) 1524.0    (m)         5000.     (f) VERT ANG       
 OU0387
 OU0387.Superseded values are not recommended for survey control.
 OU0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0387.See file dsdata.txt to determine how the superseded data were derived.
 OU0387
 OU0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ8090925394(NAD 83)
 OU0387_MARKER: DS = TRIANGULATION STATION DISK
 OU0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0387_STAMPING: PAYNE 1955
 OU0387_MARK LOGO: CGS   
 OU0387_MAGNETIC: N = NO MAGNETIC MATERIAL
 OU0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0387+STABILITY: SURFACE MOTION
 OU0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0387+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2001
 OU0387
 OU0387  HISTORY     - Date     Condition        Report By
 OU0387  HISTORY     - 1955     MONUMENTED       CGS
 OU0387  HISTORY     - 1955     GOOD             CGS
 OU0387  HISTORY     - 1962     GOOD             USFS
 OU0387  HISTORY     - 1962     GOOD             USFS
 OU0387  HISTORY     - 1971     GOOD             USGS
 OU0387  HISTORY     - 1987     GOOD             BLM
 OU0387  HISTORY     - 19930615 GOOD             NGS
 OU0387  HISTORY     - 20010827 GOOD             WYHD
 OU0387
 OU0387                          STATION DESCRIPTION
 OU0387
 OU0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0387'THE STATION IS ABOUT 12 MILES (AIRLINE) EAST SOUTHEAST OF THE
 OU0387'WYOMING HIGHWAY DEPARTMENT MAINTENANCE YARD, AND ABOUT 9 MILES
 OU0387'EAST OF STATE HIGHWAY 59, IN THE SOUTHWEST QUARTER OF SECTION
 OU0387'26, T. 42 N., R. 70 W..  THE STATION IS ON THE HIGHEST PART
 OU0387'OF A LOW RIDGE WHICH IS ABOUT 1/4 MILE NORTH OF AN EAST-WEST
 OU0387'ROAD, AND ABOUT 0.3 MILE EAST OF THE SECTION LINE.
 OU0387'
 OU0387'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO EAST
 OU0387'ON EAST THIRD STREET 0.45 MILE TO STATE HIGHWAY 59.  TURN LEFT,
 OU0387'SOUTH, ON HIGHWAY, GO 36.7 MILES TO THE JUNCTION OF STATE
 OU0387'HIGHWAY 387.  CONTINUE ON STATE HIGHWAY 59 7.8 MILES TO A
 OU0387'CROSS ROAD.  TURN LEFT, GO EAST AND SOUTH, ON MAIN ROAD, 2.7
 OU0387'MILES TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD, EAST,
 OU0387'0.4 MILE TO A ROAD FORK.  TAKE RIGHT FORK, GO 3.8 MILES TO
 OU0387'A SIDE ROAD LEFT, JUST AFTER PASSING WILKINSON RANCH.  TURN
 OU0387'LEFT, EAST, GO 6.6 MILES TO THE AZIMUTH MARK ON LEFT, AT
 OU0387'GATE IN FENCE LINE.  PASS THROUGH GATE, TURN LEFT, GO WEST
 OU0387'ALONG THE NORTH SIDE OF FENCE 1.0 MILE.  BEAR RIGHT,
 OU0387'NORTH-NORTHWEST, GO 0.3 MILE TO SUMMIT OF HILL AND THE STATION.
 OU0387'
 OU0387'STATION MARKS ARE STANDARD DISKS, STAMPED PAYNE 1955.  THE
 OU0387'SURFACE STATION MARK DISK IS SET IN A 10 IN BY 10 IN CONCRETE
 OU0387'POST WHICH PROJECTS 6 INCHES ABOVE GROUND.  THE UNDER GROUND
 OU0387'STATION MARK DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 OU0387'INCHES BELOW THE SURFACE MARK.
 OU0387'
 OU0387'REFERENCE MARK 1, A STANDARD DISK SET IN A 10 IN BY 10 IN CONCRETE
 OU0387'POST, AND STAMPED PAYNE NO 1 1955, IS SOUTHWEST OF STATION,
 OU0387'ABOUT THE SAME ELEVATION AS STATION.
 OU0387'
 OU0387'REFERENCE MARK 2, A STANDARD DISK SET IN A 10 IN BY 10 IN CONCRETE
 OU0387'POST, AND STAMPED PAYNE NO 2 1955, IS NORTHWEST OF STATION,
 OU0387'ABOUT THE SAME ELEVATION AS STATION.
 OU0387'
 OU0387'AZIMUTH MARK, A STANDARD DISK SET IN A 10 IN BY 10 IN CONCRETE
 OU0387'POST, AND STAMPED PAYNE 1955, IS ABOUT 1 MILE SOUTHEAST OF
 OU0387'STATION, 26 FEET NORTH OF ROAD, AND 25 FEET WEST OF GATE.
 OU0387'THE MARK PROJECTS 4 INCHES.
 OU0387
 OU0387                          STATION RECOVERY (1955)
 OU0387
 OU0387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 OU0387'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 OU0387'CONDITION.  A NEW TO REACH THE STATION FOLLOWS.
 OU0387'
 OU0387'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO EAST
 OU0387'ON EAST THIRD STREET FOR 0.45 MILE TO THE JUNCTION OF STATE
 OU0387'HIGHWAY 59, TURN RIGHT, SOUTH, ON STATE HIGHWAY 59 AND GO
 OU0387'36.7 MILES TO THE JUNCTION OF STATE HIGHWAY 387, CONTINUE
 OU0387'ON STATE HIGHWAY 59 FOR 7.8 MILES TO A CROSSROAD, TURN LEFT AND
 OU0387'GO EAST AND SOUTH ON DIRT ROAD FOR 2.7 MILES TO A SIDE ROAD
 OU0387'LEFT, TURN LEFT AND GO 0.7 MILE TO WHERE ROAD FORKS, TAKE
 OU0387'RIGHT FORK AND GO 3.6 MILES TO WHERE ROAD FORKS, TAKE RIGHT
 OU0387'FORK AND GO SOUTH FOR 4.0 MILES TO A SIDE ROAD LEFT, JUST
 OU0387'AFTER PASSING THE WILKINSON RANCH, TURN LEFT AND GO 6.9
 OU0387'MILES TO A GATE IN FENCE ON LEFT AND AZIMUTH MARK, TURN LEFT
 OU0387'PASS THROUGH GATE, THENCE LEFT, WEST, FOLLOWING AN
 OU0387'EAST-WEST FENCELINE FOR 1.0 MILE, THENCE BEAR RIGHT
 OU0387'NORTH-NORTHWEST FOR 0.3 MILE TO SUMMIT OF HILL AND STATION.
 OU0387
 OU0387                          STATION RECOVERY (1962)
 OU0387
 OU0387'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0387'ALL STATION MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 OU0387
 OU0387                          STATION RECOVERY (1962)
 OU0387
 OU0387'RECOVERY NOTE BY US FOREST SERVICE 1962 (RJG)
 OU0387'ALL STATION MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 OU0387
 OU0387                          STATION RECOVERY (1971)
 OU0387
 OU0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRS)
 OU0387'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO EAST
 OU0387'ON EAST THIRD STREET 0.45 MILE TO STATE HWY. 59.  TURN LEFT,
 OU0387'SOUTH, ON HWY.  GO 36.7 MILES TO THE JUNCTION OF STATE HWY.
 OU0387'387.  CONTINUE ON STATE HWY. 59 FOR 7.8 MILES TO A CROSS
 OU0387'ROAD.  TURN LEFT, GO EAST AND SOUTH, ON MAIN ROAD, 2.7 MILES
 OU0387'TO A SIDE ROAD FORK LEFT.  CONTINUE STRAIGHT AHEAD, EAST,
 OU0387'0.4 MILE TO A ROAD FORK.  TAKE RIGHT FORK.  GO 3.8 MILES
 OU0387'TO A SIDE ROAD LEFT, JUST AFTER PASSING WILKINSON RANCH.  TURN
 OU0387'LEFT, EAST, 5.8 MILES TO T RD N, TURN LEFT 0.2 MILES, TURN
 OU0387'RIGHT, EAST, 0.1 MILES TO SUMMIT OF HILL AND STATION.
 OU0387
 OU0387                          STATION RECOVERY (1987)
 OU0387
 OU0387'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 OU0387'RECOVERED IN GOOD CONDITION.
 OU0387
 OU0387                          STATION RECOVERY (1993)
 OU0387
 OU0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 OU0387'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OU0387'CONDITION.  NO DATA AVAILABLE ON POSSIBLE AZIMUTH MARK.  4W/D NEEDED
 OU0387'WHEN WET. STATION IS LOCATED ABOUT 26 KM (16.15 MI) SOUTHEAST OF RENO
 OU0387'JUNCTION (AT WRIGHT), 15 KM (9.30 MI) NORTHEAST OF THE
 OU0387'CAMPBELL-WESTON-CONVERSE COUNTIES JUNCTION CORNER, 8 KM (4.95 MI) EAST
 OU0387'OF STATE HIGHWAY 59, IN THE THUNDER BASIN NATIONAL GRASSLAND, ON A
 OU0387'BARE NORTHWEST-SOUTHEAST RIDGE, IN THE SOUTHWEST 1/4 OF SECTION 26, T
 OU0387'42 N, R 70 W.  OWNERSHIP--US DEPARTMENT OF AGRICULTURE. TO REACH FROM
 OU0387'THE JUNCTION OF STATE HIGHWAYS 59 AND 45 (5 KM SOUTH OF RENO
 OU0387'JUNCTION), GO SOUTH ON HIGHWAY 59 FOR 7.85 KM (4.85 MI) TO A PAVED
 OU0387'ROAD LEFT.  TURN LEFT, EAST, ON EDWARDS ROAD FOR 9.25 KM (5.75 MI) TO
 OU0387'A RAILROAD OVERPASS.  CONTINUE AHEAD, EAST, THEN SOUTH, ON PAVED ROAD
 OU0387'FOR 7.75 KM (4.80 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT, EAST, ON
 OU0387'MACKEY ROAD FOR 8.65 KM (5.35 MI) TO A CROSSROAD. TURN LEFT, NORTH, ON
 OU0387'PAYNE ROAD FOR 0.55 KM (0.35 MI) TO TOP OF RISE AND A DIM TRACK ROAD
 OU0387'RIGHT.  TURN SHARP RIGHT, SOUTHEAST, ON ROAD ALONG HIGH GROUND FOR
 OU0387'0.23 KM (0.15 MI) TO THE STATION. STATION MARK IS SET IN THE TOP OF A
 OU0387'25-CM SQUARE CONCRETE POST PROJECTING 15 CM ABOVE GROUND.  IT IS 0.9 M
 OU0387'(3.0 FT) WEST OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID
 OU0387
 OU0387                          STATION RECOVERY (2001)
 OU0387
 OU0387'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JE)
 OU0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1249 ***********************************************************************
 MO1249  DESIGNATION -  PBMC 1
 MO1249  PID         -  MO1249
 MO1249  STATE/COUNTY-  WY/ALBANY
 MO1249  USGS QUAD   -  PILOT HILL (1992)
 MO1249
 MO1249                         *CURRENT SURVEY CONTROL
 MO1249  ___________________________________________________________________
 MO1249* NAD 83(1993)-  41 15 10.11580(N)    105 27 26.22929(W)     ADJUSTED  
 MO1249* NAVD 88     -      2656.     (meters)    8714.     (feet)  SCALED    
 MO1249  ___________________________________________________________________
 MO1249  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 MO1249  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 MO1249
 MO1249  HORZ ORDER  -  THIRD
 MO1249
 MO1249.The horizontal coordinates were established by classical geodetic methods
 MO1249.and adjusted by the National Geodetic Survey in January 1997..
 MO1249
 MO1249.The orthometric height was scaled from a topographic map.
 MO1249
 MO1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1249
 MO1249.The geoid height was determined by GEOID03.
 MO1249
 MO1249;                    North         East     Units Scale Factor Converg.
 MO1249;SPC WY E     -    83,636.196   175,643.870   MT  0.99994480   -0 11 29.9
 MO1249;UTM  13      - 4,566,922.791   461,688.824   MT  0.99961806   -0 18 05.5
 MO1249
 MO1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1249!SPC WY E     -   0.99958538  x   0.99994480  =   0.99953021
 MO1249!UTM  13      -   0.99958538  x   0.99961806  =   0.99920360
 MO1249
 MO1249:                Primary Azimuth Mark                     Grid Az
 MO1249:SPC WY E     -  SAN FRANCISCO NEW YORK AIRWAY BEACON 37  049 57 32.0
 MO1249:UTM  13      -  SAN FRANCISCO NEW YORK AIRWAY BEACON 37  050 04 07.6
 MO1249
 MO1249|---------------------------------------------------------------------|
 MO1249| PID    Reference Object                     Distance      Geod. Az  |
 MO1249|                                                           dddmmss.s |
 MO1249| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX. 2.6 KM 0494602.1 |
 MO1249| MO1234 CROW                                APPROX. 2.5 KM 1501730.1 |
 MO1249|---------------------------------------------------------------------|
 MO1249
 MO1249                          SUPERSEDED SURVEY CONTROL
 MO1249
 MO1249  NAD 83(1986)-  41 15 10.10130(N)    105 27 26.22624(W) AD(       ) 3
 MO1249  NAD 27      -  41 15 10.17387(N)    105 27 24.27755(W) AD(       ) 3
 MO1249
 MO1249.Superseded values are not recommended for survey control.
 MO1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1249.See file dsdata.txt to determine how the superseded data were derived.
 MO1249
 MO1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6168966923(NAD 83)
 MO1249_MARKER: DD = SURVEY DISK
 MO1249_SETTING: 66 = SET IN ROCK OUTCROP
 MO1249_SP_SET: SET IN A ROCK LEDGE
 MO1249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1249+STABILITY: POSITION/ELEVATION WELL
 MO1249
 MO1249  HISTORY     - Date     Condition        Report By
 MO1249  HISTORY     - 1947     MONUMENTED       USGS
 MO1249
 MO1249                          STATION DESCRIPTION
 MO1249
 MO1249'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1249'STATION IS LOCATED IN SEC. 22, T 15 N, R 72 W, ON LEDGE ROCK, FLUSH
 MO1249'WITH GROUND.
 MO1249'
 MO1249'TO REACH FROM LARAMIE, GO E. OUT GRAND AVE. AND U.S. HIGHWAY 30 10.25
 MO1249'MI. TO DIM RD. AT SNOW FENCE, THENCE GO RIGHT 0.05 MI. TO T-RD.,
 MO1249'THENCE GO RIGHT 0.3 MI. TO PIPE LINE, THENCE E. (RIGHT) ALONG PIPE
 MO1249'LINE 0.7 MI. TO TREE S. OF PIPE LINE.  WALK 106 FT. E. TO STATION.
 MO1249'
 MO1249'STATION MARK--STANDARD TABLET, SET IN LEDGE ROCK.
 MO1249'
 MO1249'REFERENCE MARK NO. 1--DRILL HOLE IN CHISELED ARROW, 49.5 FT. WNW. OF
 MO1249'STATION, S 60 DEG E.
 MO1249'
 MO1249'REFERENCE MARK NO. 2--DRILL HOLE IN CHISELED ARROW, 19.6 FT. NNE. OF
 MO1249'STATION, S 25 DEG 50 MIN W.
 MO1249'
 MO1249'REFERENCE MARKS NO. 1 AND 2 ARE 51.9 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1244 ***********************************************************************
 MO1244  DESIGNATION -  PBRS 1
 MO1244  PID         -  MO1244
 MO1244  STATE/COUNTY-  WY/ALBANY
 MO1244  USGS QUAD   -  GREEN TOP MOUNTAIN (1992)
 MO1244
 MO1244                         *CURRENT SURVEY CONTROL
 MO1244  ___________________________________________________________________
 MO1244* NAD 83(1993)-  41 15 14.34281(N)    105 20 40.67170(W)     ADJUSTED  
 MO1244* NAVD 88     -      2455.     (meters)    8054.     (feet)  SCALED    
 MO1244  ___________________________________________________________________
 MO1244  LAPLACE CORR-         -14.03  (seconds)                    DEFLEC99
 MO1244  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 MO1244
 MO1244  HORZ ORDER  -  THIRD
 MO1244
 MO1244.The horizontal coordinates were established by classical geodetic methods
 MO1244.and adjusted by the National Geodetic Survey in January 1997..
 MO1244
 MO1244.The orthometric height was scaled from a topographic map.
 MO1244
 MO1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1244
 MO1244.The geoid height was determined by GEOID03.
 MO1244
 MO1244;                    North         East     Units Scale Factor Converg.
 MO1244;SPC WY E     -    83,741.132   185,085.489   MT  0.99994024   -0 07 02.5
 MO1244;UTM  13      - 4,567,009.589   471,127.526   MT  0.99961026   -0 13 38.1
 MO1244
 MO1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1244!SPC WY E     -   0.99961698  x   0.99994024  =   0.99955724
 MO1244!UTM  13      -   0.99961698  x   0.99961026  =   0.99922738
 MO1244
 MO1244:                Primary Azimuth Mark                     Grid Az
 MO1244:SPC WY E     -  RUSSELL RM 1                             131 20 26.3
 MO1244:UTM  13      -  RUSSELL RM 1                             131 27 01.9
 MO1244
 MO1244|---------------------------------------------------------------------|
 MO1244| PID    Reference Object                     Distance      Geod. Az  |
 MO1244|                                                           dddmmss.s |
 MO1244| MO1221 RUSSELL RM 1                        APPROX. 2.9 KM 1311323.8 |
 MO1244| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX. 7.6 KM 2814234.1 |
 MO1244|---------------------------------------------------------------------|
 MO1244
 MO1244                          SUPERSEDED SURVEY CONTROL
 MO1244
 MO1244  NAD 83(1986)-  41 15 14.32830(N)    105 20 40.66983(W) AD(       ) 3
 MO1244  NAD 27      -  41 15 14.39673(N)    105 20 38.72680(W) AD(       ) 3
 MO1244
 MO1244.Superseded values are not recommended for survey control.
 MO1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1244.See file dsdata.txt to determine how the superseded data were derived.
 MO1244
 MO1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7112867010(NAD 83)
 MO1244_MARKER: DD = SURVEY DISK
 MO1244_SETTING: 66 = SET IN ROCK OUTCROP
 MO1244_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MO1244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1244+STABILITY: POSITION/ELEVATION WELL
 MO1244
 MO1244  HISTORY     - Date     Condition        Report By
 MO1244  HISTORY     - 1947     MONUMENTED       USGS
 MO1244
 MO1244                          STATION DESCRIPTION
 MO1244
 MO1244'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1244'LOCATED IN SEC. 22, T 15 N, R 71 W, ON SMALL BARE BOULDER COVERED
 MO1244'KNOLL, WITH A DEAD TREE IN CENTER.
 MO1244'
 MO1244'TO REACH FROM LARAMIE, GO E. ON U.S. HIGHWAY 30 9.7 MI. TO A GRADED
 MO1244'DIRT RD. E., KNOWN AS HAPPY JACK ROAD, GO E. 2.3 MI. TO A T-RD. N.,
 MO1244'THENCE LEFT (N.) UP HILL 0.6 MI. TO RD. JUNCTION, THENCE E. 0.65 MI.
 MO1244'TO RD. FORK, THENCE RIGHT 1.25 MI. TO CROSSROAD, THENCE 1.0 MI. TO
 MO1244'DIRT BRIDGE WITH ONE 18 IN. IRON PIPE, LEAVE RD., GO LEFT 0.2 MI. TO
 MO1244'SMALL ROCK COVERED KNOLL WITH DEAD TREE TRUNK IN CENTER AND STATION
 MO1244'SITE.
 MO1244'
 MO1244'STATION MARK--STANDARD TABLET, DRILLED IN LARGE FLAT ROCK AND STAMPED
 MO1244'---PBRS-1 1947---.
 MO1244'
 MO1244'REFERENCE MARK NO. 1--CHISELED ARROW WITH DRILL HOLE IN SHAFT, 25.95
 MO1244'FT. SSW. OF STATION, N 38 DEG 05 MIN W.
 MO1244'
 MO1244'REFERENCE MARK NO. 2--CHISELED ARROW WITH DRILL HOLE IN SHAFT, 19.0
 MO1244'FT. NW. OF STATION, N 86 DEG 16 MIN W.
 MO1244'
 MO1244'REFERENCE MARKS NO. 1 AND 2 ARE 40.55 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0471 ***********************************************************************
 NR0471  DESIGNATION -  PEAK
 NR0471  PID         -  NR0471
 NR0471  STATE/COUNTY-  WY/FREMONT
 NR0471  USGS QUAD   -  PUDDLE SPRINGS (1984)
 NR0471
 NR0471                         *CURRENT SURVEY CONTROL
 NR0471  ___________________________________________________________________
 NR0471* NAD 83(1993)-  42 50 25.32636(N)    107 44 38.11661(W)     ADJUSTED  
 NR0471* NAVD 88     -      1874.5    (meters)    6150.     (feet)  VERTCON   
 NR0471  ___________________________________________________________________
 NR0471  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 NR0471  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 NR0471
 NR0471  HORZ ORDER  -  THIRD
 NR0471
 NR0471.The horizontal coordinates were established by classical geodetic methods
 NR0471.and adjusted by the National Geodetic Survey in January 1997..
 NR0471
 NR0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0471
 NR0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0471
 NR0471.The geoid height was determined by GEOID03.
 NR0471
 NR0471;                    North         East     Units Scale Factor Converg.
 NR0471;SPC WYWC     -   260,412.235   682,243.870   MT  1.00002069   +0 41 02.9
 NR0471;UTM  13      - 4,746,740.663   275,762.800   MT  1.00021864   -1 51 59.5
 NR0471
 NR0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0471!SPC WYWC     -   0.99970817  x   1.00002069  =   0.99972885
 NR0471!UTM  13      -   0.99970817  x   1.00021864  =   0.99992674
 NR0471
 NR0471:                Primary Azimuth Mark                     Grid Az
 NR0471:SPC WYWC     -  LOW                                      181 55 11.3
 NR0471:UTM  13      -  LOW                                      184 28 13.7
 NR0471
 NR0471|---------------------------------------------------------------------|
 NR0471| PID    Reference Object                     Distance      Geod. Az  |
 NR0471|                                                           dddmmss.s |
 NR0471| NR0473 LOW                                 APPROX. 3.0 KM 1823614.2 |
 NR0471|---------------------------------------------------------------------|
 NR0471
 NR0471                          SUPERSEDED SURVEY CONTROL
 NR0471
 NR0471  NAD 83(1986)-  42 50 25.31545(N)    107 44 38.11926(W) AD(       ) 3
 NR0471  NAD 27      -  42 50 25.47072(N)    107 44 35.84549(W) AD(       ) 3
 NR0471  NGVD 29 (07/19/86) 1873.5    (m)         6147.     (f) VERT ANG       
 NR0471
 NR0471.Superseded values are not recommended for survey control.
 NR0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0471.See file dsdata.txt to determine how the superseded data were derived.
 NR0471
 NR0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7576346741(NAD 83)
 NR0471_MARKER: DD = SURVEY DISK
 NR0471_SETTING: 0 = UNSPECIFIED SETTING
 NR0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0471
 NR0471  HISTORY     - Date     Condition        Report By
 NR0471  HISTORY     - 1950     MONUMENTED       USGS
 NR0471
 NR0471                          STATION DESCRIPTION
 NR0471
 NR0471'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0471'STATION IS LOCATED ABOUT 21.7 MI. S. AND 1.7 MI. W. OF MONETA,
 NR0471'WYOMING.
 NR0471'
 NR0471'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED EASTERLY ALONG U.S.
 NR0471'HIGHWAY (20-26) FOR 0.4 MI., TURN RIGHT, S. ON GRADED COUNTY RD. AND
 NR0471'PROCEED 1.2 MI. TO RD. FORKS, TURN RIGHT, W. AND CONTINUE ON MAIN
 NR0471'COUNTY RD. 21.9 MI. TO RD. FORKS, TURN RIGHT AND CONTINUE 1.1 MI. TO
 NR0471'INTERSECTION WITH THE PIPELINE RD., TURN RIGHT, W. ON PIPELINE RD.,
 NR0471'CROSS MUSKRAT CREEK AND CONTINUE 2.2 MI. FROM CROSS ROAD TO RD. FORKS,
 NR0471'TURN LEFT, S. AND PROCEED 0.1 MI. TO RD. FORKS, TURN LEFT, S. AND
 NR0471'PROCEED 1.5 MI.  STATION LIES TO THE LEFT OF THE RD. ABOUT 300 FT.
 NR0471'ON A KNOLL OVERLOOKING MUSKRAT CREEK.
 NR0471'
 NR0471'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST, PROJECTING
 NR0471'2 IN. ABOVE THE GROUND SURFACE, AND STAMPED ---WR PEAK 1950 VABM
 NR0471'6147---.
 NR0471'
 NR0471'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0364 ***********************************************************************
 OW0364  DESIGNATION -  PEAK
 OW0364  PID         -  OW0364
 OW0364  STATE/COUNTY-  WY/FREMONT
 OW0364  USGS QUAD   -  EMERALD LAKE (1991)
 OW0364
 OW0364                         *CURRENT SURVEY CONTROL
 OW0364  ___________________________________________________________________
 OW0364* NAD 83(1993)-  43 56 22.44470(N)    109 30 47.49365(W)     ADJUSTED  
 OW0364* NAVD 88     -      3820.4    (meters)   12534.     (feet)  VERTCON   
 OW0364  ___________________________________________________________________
 OW0364  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 OW0364  GEOID HEIGHT-          -7.44  (meters)                     GEOID03
 OW0364
 OW0364  HORZ ORDER  -  THIRD
 OW0364
 OW0364.The horizontal coordinates were established by classical geodetic methods
 OW0364.and adjusted by the National Geodetic Survey in January 1997..
 OW0364
 OW0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0364
 OW0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0364
 OW0364.The geoid height was determined by GEOID03.
 OW0364
 OW0364;                    North         East     Units Scale Factor Converg.
 OW0364;SPC WYWC     -   382,318.207   538,728.883   MT  0.99998366   -0 31 46.5
 OW0364;UTM  12      - 4,866,235.258   619,324.899   MT  0.99977512   +1 01 54.5
 OW0364
 OW0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0364!SPC WYWC     -   0.99940246  x   0.99998366  =   0.99938613
 OW0364!UTM  12      -   0.99940246  x   0.99977512  =   0.99917772
 OW0364
 OW0364:                Primary Azimuth Mark                     Grid Az
 OW0364:SPC WYWC     -  VENUS                                    004 20 54.8
 OW0364:UTM  12      -  VENUS                                    002 47 13.8
 OW0364
 OW0364|---------------------------------------------------------------------|
 OW0364| PID    Reference Object                     Distance      Geod. Az  |
 OW0364|                                                           dddmmss.s |
 OW0364| PX0445 VENUS                               APPROX. 7.6 KM 0034908.3 |
 OW0364|---------------------------------------------------------------------|
 OW0364
 OW0364                          SUPERSEDED SURVEY CONTROL
 OW0364
 OW0364  NAD 83(1986)-  43 56 22.43386(N)    109 30 47.48271(W) AD(       ) 3
 OW0364  NAD 27      -  43 56 22.59653(N)    109 30 44.91655(W) AD(       ) 3
 OW0364  NGVD 29 (07/19/86) 3818.7    (m)        12529.     (f) VERT ANG       
 OW0364
 OW0364.Superseded values are not recommended for survey control.
 OW0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0364.See file dsdata.txt to determine how the superseded data were derived.
 OW0364
 OW0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP1932566235(NAD 83)
 OW0364
 OW0364  HISTORY     - Date     Condition        Report By
 OW0364  HISTORY     - UNK      MONUMENTED       USGS
 OW0364  HISTORY     - 1954     GOOD             USGS
 OW0364
 OW0364                          STATION DESCRIPTION
 OW0364
 OW0364'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0364'STATION RECOVERED.
 OW0364'ON A SHARP PEAK ON THE DIVIDE BETWEEN GREYBULL AND WIND RIVER AT THE
 OW0364'HEAD OF THE MIDDLE BRANCH OF WIGGINS FORK OF WIND RIVER, ABOUT 11 MI.
 OW0364'AIR N. 67 DEGREES W. FROM KIRWIN POST OFFICE.  STATION CAN BEST BE
 OW0364'REACHED FROM WIGGINS FORK.
 OW0364'
 OW0364'STATION MARK - A BRONZE TABLET SET IN SOFT ROCK, UNDER A 7 FT. CAIRN.
 OW0364'
 OW0364'REFERENCE MARK - A ROCK IN PLACE MARKED ---R. P.---
 OW0364'N 55 DEG 57 MIN W, DISTANT 45.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0438 ***********************************************************************
 OW0438  DESIGNATION -  PEAK
 OW0438  PID         -  OW0438
 OW0438  STATE/COUNTY-  WY/FREMONT
 OW0438  USGS QUAD   -  MORTON (1978)
 OW0438
 OW0438                         *CURRENT SURVEY CONTROL
 OW0438  ___________________________________________________________________
 OW0438* NAD 83(1993)-  43 07 59.46025(N)    108 45 16.51327(W)     ADJUSTED  
 OW0438* NAVD 88     -      1766.7    (meters)    5796.     (feet)  VERTCON   
 OW0438  ___________________________________________________________________
 OW0438  LAPLACE CORR-         -15.16  (seconds)                    DEFLEC99
 OW0438  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 OW0438
 OW0438  HORZ ORDER  -  THIRD
 OW0438
 OW0438.The horizontal coordinates were established by classical geodetic methods
 OW0438.and adjusted by the National Geodetic Survey in January 1997..
 OW0438
 OW0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0438
 OW0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0438
 OW0438.The geoid height was determined by GEOID03.
 OW0438
 OW0438;                    North         East     Units Scale Factor Converg.
 OW0438;SPC WYWC     -   292,448.745   599,626.802   MT  0.99993750   -0 00 11.3
 OW0438;UTM  12      - 4,778,052.064   682,627.243   MT  1.00001031   +1 32 08.2
 OW0438
 OW0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0438!SPC WYWC     -   0.99972498  x   0.99993750  =   0.99966250
 OW0438!UTM  12      -   0.99972498  x   1.00001031  =   0.99973529
 OW0438
 OW0438:                Primary Azimuth Mark                     Grid Az
 OW0438:SPC WYWC     -  WIND                                     082 14 01.8
 OW0438:UTM  12      -  WIND                                     080 41 42.3
 OW0438
 OW0438|---------------------------------------------------------------------|
 OW0438| PID    Reference Object                     Distance      Geod. Az  |
 OW0438|                                                           dddmmss.s |
 OW0438| OW0282 WIND                                APPROX. 4.6 KM 0821350.5 |
 OW0438|---------------------------------------------------------------------|
 OW0438
 OW0438                          SUPERSEDED SURVEY CONTROL
 OW0438
 OW0438  NAD 83(1986)-  43 07 59.44555(N)    108 45 16.51265(W) AD(       ) 3
 OW0438  NGVD 29 (11/06/89) 1765.7    (m)         5793.     (f) VERT ANG       
 OW0438
 OW0438.Superseded values are not recommended for survey control.
 OW0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0438.See file dsdata.txt to determine how the superseded data were derived.
 OW0438
 OW0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8262778052(NAD 83)
 OW0438_MARKER: DS = TRIANGULATION STATION DISK
 OW0438_SETTING: 0 = UNSPECIFIED SETTING
 OW0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0438
 OW0438  HISTORY     - Date     Condition        Report By
 OW0438  HISTORY     - 1948     MONUMENTED       USGS
 OW0438
 OW0438                          STATION DESCRIPTION
 OW0438
 OW0438'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0438'STATION LOCATED ABOUT 7.0 MI. N. OF ETHETE, ABOUT 5.0 MI. S. OF
 OW0438'MORTON, ABOUT 4.3 MI. SW. OF KINNEAR POST OFFICE ABOUT 3.2 MI. SW. OF
 OW0438'STATE HIGHWAY 287, ABOUT 2.7 MI. WSW. OF KINNEAR STEEL BRIDGE ACROSS
 OW0438'WIND RIVER, AND AT E. END OF HIGH VERTICAL WALL RUNNING S. OF AND
 OW0438'PARALLEL TO WIND RIVER FROM DIVERSION DAM SE.  LOCATED ON STEEP PEAK,
 OW0438'CONNECTED BY SADDLE TO MAIN WALL, IN SEC. 21, T 2 N, R 1 E.
 OW0438'
 OW0438'TO REACH FROM KINNEAR POST OFFICE, GO W. ON STATE HIGHWAY 287, 0.7
 OW0438'MI. TO TRACK RD. INTERSECTION ON LEFT, TURN LEFT AND DRIVE S. 0.5 MI.
 OW0438'TO WELL TRAVELED CROSSROADS AND TELEPHONE LINE CROSSING AT TOP OF
 OW0438'MESA, TAKE RD. W. 0.3 MI. OVER TOP OF MESA TO VALLEY BELOW AND
 OW0438'Y-RD. INTERSECTION, KEEP TO LEFT AND DRIVE S. 0.5 MI. TO KINNEAR
 OW0438'STEEL BRIDGE ACROSS WIND RIVER, CONTINUE SW. 0.9 MI. ON GRADED RD. TO
 OW0438'CANAL BRIDGE AND CROSSROADS ON S. SIDE, CONTINUE STRAIGHT AHEAD, SW.,
 OW0438'0.9 MI. TO CROSSROADS, TURN RIGHT AND GO W. 1.1 MI. TO CROSSROADS
 OW0438'UNDER A N-S. POWER LINE, CONTINUE W. ON A TRACK RD. 0.2 MI. TO ITS
 OW0438'END, CONTINUE W. ACROSS COUNTRY 0.3 MI. TO END OF TRUCK TRAVEL AT
 OW0438'TOE OF STATION PEAK.  PACK 0.1 MI. W., UP STEEP SLOPE, TO TOP AND
 OW0438'STATION.  PACK TIME ABOUT 5 MINUTES.
 OW0438'
 OW0438'STATION MARK--STANDARD USGS TABLET STAMPED---PEAK 1948 TJW--- AND
 OW0438'SET IN CONCRETE MONUMENT PROJECTING 0.1 FT. ABOVE GROUND.
 OW0438'
 OW0438'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---PEAK NO. 1
 OW0438'1948 TJW---, SET IN A CONCRETE MONUMENT PROJECTING 0.1 FT. ABOVE
 OW0438'GROUND, 24.91 FT. W. OF STATION N 85 DEGREES 22 MINUTES, NE.
 OW0438'
 OW0438'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---PEAK NO. 2
 OW0438'1948 TJW---, SET IN SANDSTONE BEDROCK, 33.40 FT. (IN ELEVATION) BELOW
 OW0438'STATION MARK, 72.38 FT. S. OF STATION, N 04 DEGREES
 OW0438'34 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0400 ***********************************************************************
 OV0400  DESIGNATION -  PEARCE
 OV0400  PID         -  OV0400
 OV0400  STATE/COUNTY-  WY/NATRONA
 OV0400  USGS QUAD   -  GRAVE SPRING (1952)
 OV0400
 OV0400                         *CURRENT SURVEY CONTROL
 OV0400  ___________________________________________________________________
 OV0400* NAD 83(1993)-  43 28 31.39922(N)    107 11 11.37205(W)     ADJUSTED  
 OV0400* NAVD 88     -      2702.     (meters)    8865.     (feet)  SCALED    
 OV0400  ___________________________________________________________________
 OV0400  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 OV0400  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 OV0400
 OV0400  HORZ ORDER  -  FIRST
 OV0400
 OV0400.The horizontal coordinates were established by classical geodetic methods
 OV0400.and adjusted by the National Geodetic Survey in January 1997..
 OV0400
 OV0400.The orthometric height was scaled from a topographic map.
 OV0400
 OV0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0400
 OV0400.The geoid height was determined by GEOID03.
 OV0400
 OV0400;                    North         East     Units Scale Factor Converg.
 OV0400;SPC WYEC     -   430,475.383   411,880.101   MT  0.99993924   +0 06 03.7
 OV0400;UTM  13      - 4,815,930.300   323,160.368   MT  0.99998468   -1 30 17.2
 OV0400
 OV0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0400!SPC WYEC     -   0.99957818  x   0.99993924  =   0.99951745
 OV0400!UTM  13      -   0.99957818  x   0.99998468  =   0.99956287
 OV0400
 OV0400|---------------------------------------------------------------------|
 OV0400| PID    Reference Object                     Distance      Geod. Az  |
 OV0400|                                                           dddmmss.s |
 OV0400| CP6382 PEARCE RM 1                                        24842     |
 OV0400| CP6381 PEARCE AZ MK                                       2682644.9 |
 OV0400| CP6383 PEARCE RM 2                                        34557     |
 OV0400|---------------------------------------------------------------------|
 OV0400
 OV0400                          SUPERSEDED SURVEY CONTROL
 OV0400
 OV0400  NAD 83(1986)-  43 28 31.37913(N)    107 11 11.35669(W) AD(       ) 1
 OV0400  NAD 27      -  43 28 31.51400(N)    107 11 09.11500(W) AD(       ) 1
 OV0400
 OV0400.Superseded values are not recommended for survey control.
 OV0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0400.See file dsdata.txt to determine how the superseded data were derived.
 OV0400
 OV0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ2316015930(NAD 83)
 OV0400_MARKER: DS = TRIANGULATION STATION DISK
 OV0400_SETTING: 80 = SET IN A BOULDER
 OV0400_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OV0400
 OV0400  HISTORY     - Date     Condition        Report By
 OV0400  HISTORY     - 1938     MONUMENTED       CGS
 OV0400
 OV0400                          STATION DESCRIPTION
 OV0400
 OV0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0400'STATION PEARCE, LOCATED IN THE CENTRAL PART OF WYOMING, AND
 OV0400'THE NW PART OF NATRONA COUNTY, IS ON ABOUT THE SOUTHERN TIP
 OV0400'OF THE BIG HORN MOUNTAINS, AND ABOUT 12 MILES W OF THE HEAD
 OV0400'OF BUFFALO CREEK.
 OV0400'
 OV0400'STATION IS ABOUT 62 MILE AIRLINE NW OF CASPER.  22 MILES
 OV0400'AIRLINE N OF ARMINTO.  54 MILES AIRLINE SW OF THERMOPOLIS.
 OV0400'
 OV0400'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 OV0400'IN A BOULDER.  REFERENCE MARKS ARE
 OV0400'STANDARD BRONZE DISKS SET IN A BOULDER.
 OV0400'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 OV0400'IN OUTCROPPING BEDROCK.
 OV0400'
 OV0400'STATION IS REACHED BY GOING N FROM ARMINTO ON MAIN GRADED
 OV0400'ROAD 1.3 MILES TO WHERE A SIDE ROAD TAKES OFF TO THE LEFT
 OV0400'AT A SIGN BADWATER AND DAVIS RANCH.  KEEP STRAIGHT AHEAD, N,
 OV0400'13.2 MILES TO A JUNCTION OF THREE GRADED ROADS, ONE ROAD
 OV0400'TURNS SHARP RIGHT AND THE OTHER TWO MAKE A Y-FORK WITH A
 OV0400'SIGN IN THE FORK, BIG HORN MOUNTAINS.  TAKE THE LEFT FORK,
 OV0400'GRADED, 6.0 MILES TO WHERE THE ROAD FORKS NEAR THE TOP OF THE
 OV0400'MOUNTAINS ON A FLAT-TOPPED BARE RIDGE.  THE MAIN ROAD, PARTLY
 OV0400'GRADED, SWINGS RIGHT DOWN HILL INTO ONE VALLEY, AND THE LEFT
 OV0400'FORK GOES STRAIGHT AHEAD, W ALONG THE FLAT-TOPPED RIDGE AND
 OV0400'UP ANOTHER VALLEY.  TAKE THE RIGHT FORK AND FOLLOW THE
 OV0400'MAIN-TRAVELED ROAD N 5.4 MILES TO A FORK, JUST AFTER
 OV0400'FORDING CREEK.  TAKE THE RIGHT FORK MAIN ROAD 1.0 MILE TO
 OV0400'AN E AND W WOVEN WIRE FENCE.  (FROM THIS POINT THE STATION
 OV0400'IS A GREY-TOPPED RIDGE TO THE E, AND A LITTLE N OF FENCE LINE).
 OV0400'FOLLOW THE MAIN ROAD 0.6 MILE TO A DIM ROAD TO THE RIGHT.
 OV0400'(AZIMUTH MARK IS AT THIS POINT, 75 FEET S OF ROAD MARKED
 OV0400'BY A SMALL ROCK CAIRN.) LEAVE THE ROAD AND TURN RIGHT ACROSS
 OV0400'PRAIRIE ABOUT 1/2 MILE, TO A GATE IN THE FENCE CORNER.  AT
 OV0400'THIS POINT, THERE IS A GENERAL LAND OFFICE SECTION CORNER POST
 OV0400'ON THE E SIDE OF GATE MARKED TR. 90-8-41N-R-86W, SECTION
 OV0400'32.  FROM THE GATE SWING LEFT AND PICK UP DIM ROAD AND
 OV0400'FOLLOW UP RIDGE 0.5 MILE TO END OF TRUCK TRAVEL.  FIVE
 OV0400'MINUTES PACK TO STATION ON HIGHEST POINT OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0501 ***********************************************************************
 NR0501  DESIGNATION -  PEBBLE
 NR0501  PID         -  NR0501
 NR0501  STATE/COUNTY-  WY/FREMONT
 NR0501  USGS QUAD   -  RONGIS RESERVOIR SE (1984)
 NR0501
 NR0501                         *CURRENT SURVEY CONTROL
 NR0501  ___________________________________________________________________
 NR0501* NAD 83(1993)-  42 45 57.42845(N)    107 52 27.95036(W)     ADJUSTED  
 NR0501* NAVD 88     -      2017.0    (meters)    6617.     (feet)  VERTCON   
 NR0501  ___________________________________________________________________
 NR0501  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 NR0501  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 NR0501
 NR0501  HORZ ORDER  -  THIRD
 NR0501
 NR0501.The horizontal coordinates were established by classical geodetic methods
 NR0501.and adjusted by the National Geodetic Survey in January 1997..
 NR0501
 NR0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0501
 NR0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0501
 NR0501.The geoid height was determined by GEOID03.
 NR0501
 NR0501;                    North         East     Units Scale Factor Converg.
 NR0501;SPC WYWC     -   252,026.744   671,660.898   MT  1.00000066   +0 35 40.3
 NR0501;UTM  13      - 4,738,832.230   264,814.761   MT  1.00028054   -1 57 09.5
 NR0501
 NR0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0501!SPC WYWC     -   0.99968579  x   1.00000066  =   0.99968645
 NR0501!UTM  13      -   0.99968579  x   1.00028054  =   0.99996624
 NR0501
 NR0501:                Primary Azimuth Mark                     Grid Az
 NR0501:SPC WYWC     -  CEDAR                                    147 40 19.1
 NR0501:UTM  13      -  CEDAR                                    150 13 08.9
 NR0501
 NR0501|---------------------------------------------------------------------|
 NR0501| PID    Reference Object                     Distance      Geod. Az  |
 NR0501|                                                           dddmmss.s |
 NR0501| NR0490 CEDAR                               APPROX. 3.9 KM 1481559.4 |
 NR0501|---------------------------------------------------------------------|
 NR0501
 NR0501                          SUPERSEDED SURVEY CONTROL
 NR0501
 NR0501  NAD 83(1986)-  42 45 57.41555(N)    107 52 27.95233(W) AD(       ) 3
 NR0501  NAD 27      -  42 45 57.56846(N)    107 52 25.65827(W) AD(       ) 3
 NR0501  NGVD 29 (07/19/86) 2015.9    (m)         6614.     (f) VERT ANG       
 NR0501
 NR0501.Superseded values are not recommended for survey control.
 NR0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0501.See file dsdata.txt to determine how the superseded data were derived.
 NR0501
 NR0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH6481538832(NAD 83)
 NR0501_MARKER: DD = SURVEY DISK
 NR0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0501+STABILITY: SURFACE MOTION
 NR0501
 NR0501  HISTORY     - Date     Condition        Report By
 NR0501  HISTORY     - 1950     MONUMENTED       USGS
 NR0501
 NR0501                          STATION DESCRIPTION
 NR0501
 NR0501'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0501'STATION IS LOCATED ON NORTHERLY OF TWO MAIN FINGERS JUTTING W. FROM
 NR0501'MESA ON THE HIGHEST POINT IN NW. CORNER SEC. 8, T 32 N, R 92 W.
 NR0501'
 NR0501'TO REACH FROM A POINT DUE N. OF MAIN STACK AT SANDRAW PUMPING STATION
 NR0501'(ABOUT 24.0 MI. SE. OF RIVERTON, WYOMING), GO E. ON OIL TOPPED RD.
 NR0501'0.25 MI. TO JOG N., TURN LEFT 150 FT., THENCE RIGHT NE. ON MAIN
 NR0501'TRAVELED DIRT RD. THAT FOLLOWS TWO WIRE TELEPHONE LINES 8.0 MI. TO
 NR0501'RD. FORKS, TAKE RIGHT AND FOLLOW MAIN RD. IN GENERAL DIRECTION OF
 NR0501'TELEPHONE LINE FOR 9.4 MI. TO BRIDGE AT TELEPHONE LINE, CONTINUE
 NR0501'EASTERLY 1.85 MI. TO TELEPHONE POLE NO. 17/25, THENCE ON MAIN RD. 200
 NR0501'FT. TO TOP OF RISE AND JUNCTION TRACK RD. RIGHT (S.), TURN RIGHT AND
 NR0501'FOLLOW MAIN TRACK RD. 2.5 MI. TO CROSS-RDS., CONTINUE STRAIGHT 0.3
 NR0501'MI. TO CROSS-RDS., CONTINUE STRAIGHT 0.4 MI. TO CROSS-RDS., CONTINUE
 NR0501'STRAIGHT TO RD. FORKS 0.3 MI., TAKE LEFT SOUTH-EASTERLY 0.1 MI. TO
 NR0501'CROSS-RDS., CONTINUE STRAIGHT 0.3 MI. TO RD. FORKS, TAKE RIGHT 0.4
 NR0501'MI. TO CROSS-RDS., TURN LEFT (E.) ON BLADED RD. 0.3 MI. TO CROSS-RDS.,
 NR0501'TURN RIGHT (S.) 0.2 MI. TO WHERE RD. LEAVES RIDGE, CONTINUE AROUND
 NR0501'RIDGE 0.1 MI. TO HIGHEST POINT AND STATION SITE.
 NR0501'
 NR0501'STATION MARK--STANDARD BRONZE TABLET SET IN 6 IN. X 6 IN. CONCRETE
 NR0501'POST PROJECTING 5 IN., AND STAMPED ---WR-PEBBLE 1950 6614---.
 NR0501'
 NR0501'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0267 ***********************************************************************
 OW0267  CBN         -  This is a Cooperative Base Network Control Station.
 OW0267  DESIGNATION -  PEBBLE
 OW0267  PID         -  OW0267
 OW0267  STATE/COUNTY-  WY/FREMONT
 OW0267  USGS QUAD   -  RIVERTON WEST (1978)
 OW0267
 OW0267                         *CURRENT SURVEY CONTROL
 OW0267  ___________________________________________________________________
 OW0267* NAD 83(1993)-  43 04 58.68037(N)    108 29 03.07867(W)     ADJUSTED  
 OW0267* NAVD 88     -      1719.1    (meters)    5640.     (feet)  GPS OBS   
 OW0267  ___________________________________________________________________
 OW0267  X           -  -1,479,610.212 (meters)                     COMP
 OW0267  Y           -  -4,426,147.639 (meters)                     COMP
 OW0267  Z           -   4,335,402.962 (meters)                     COMP
 OW0267  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 OW0267  ELLIP HEIGHT-        1705.30  (meters)          (09/07/01) GPS OBS
 OW0267  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 OW0267
 OW0267  HORZ ORDER  -  B
 OW0267  ELLP ORDER  -  FOURTH    CLASS I
 OW0267
 OW0267.The horizontal coordinates were established by GPS observations
 OW0267.and adjusted by the National Geodetic Survey in October 1994..
 OW0267
 OW0267.The orthometric height was determined by GPS observations and a
 OW0267.high-resolution geoid model.
 OW0267
 OW0267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OW0267
 OW0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0267
 OW0267.The ellipsoidal height was determined by GPS observations
 OW0267.and is referenced to NAD 83.
 OW0267
 OW0267.The geoid height was determined by GEOID03.
 OW0267
 OW0267;                    North         East     Units Scale Factor Converg.
 OW0267;SPC WYWC     -   286,904.569   621,643.993   MT  0.99994326   +0 10 53.6
 OW0267;UTM  12      - 4,773,100.258   704,788.036   MT  1.00011594   +1 43 08.5
 OW0267
 OW0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0267!SPC WYWC     -   0.99973264  x   0.99994326  =   0.99967592
 OW0267!UTM  12      -   0.99973264  x   1.00011594  =   0.99984855
 OW0267
 OW0267|---------------------------------------------------------------------|
 OW0267| PID    Reference Object                     Distance      Geod. Az  |
 OW0267|                                                           dddmmss.s |
 OW0267| CP6389 PEBBLE RM 2                          14.010 METERS 07610     |
 OW0267| CP6387 PEBBLE AZ MK                                       2030751.1 |
 OW0267| CP6388 PEBBLE RM 1                           9.830 METERS 34915     |
 OW0267|---------------------------------------------------------------------|
 OW0267
 OW0267                          SUPERSEDED SURVEY CONTROL
 OW0267
 OW0267  ELLIP H (10/19/94) 1705.32   (m)                       GP(       ) 4 1
 OW0267  NAD 83(1986)-  43 04 58.66789(N)    108 29 03.08554(W) AD(       ) 2
 OW0267  NAD 27      -  43 04 58.81500(N)    108 29 00.69300(W) AD(       ) 2
 OW0267  NGVD 29 (11/06/89) 1718.4    (m)         5638.     (f) VERT ANG       
 OW0267
 OW0267.Superseded values are not recommended for survey control.
 OW0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0267.See file dsdata.txt to determine how the superseded data were derived.
 OW0267
 OW0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0478873100(NAD 83)
 OW0267_MARKER: DS = TRIANGULATION STATION DISK
 OW0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OW0267_STAMPING: PEBBLE 1936
 OW0267_MARK LOGO: CGS   
 OW0267_MAGNETIC: P = MARKER IS A STEEL PIPE
 OW0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OW0267+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1993
 OW0267
 OW0267  HISTORY     - Date     Condition        Report By
 OW0267  HISTORY     - 1936     MONUMENTED       CGS
 OW0267  HISTORY     - 1963     GOOD             CGS
 OW0267  HISTORY     - 1964     GOOD             CGS
 OW0267  HISTORY     - 1977     GOOD             USGS
 OW0267  HISTORY     - 1979     GOOD             NGS
 OW0267  HISTORY     - 19930717 GOOD             NGS
 OW0267
 OW0267                          STATION DESCRIPTION
 OW0267
 OW0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0267'ABOUT 7 MILES NORTHWEST OF RIVERTON, ON HIGHEST AND NORTHEAST
 OW0267'HILL OF BARREN RIDGE WHICH FORMS NORTH SIDE OF MESA SLOPING UP FROM
 OW0267'RIVERTON AND BREAKING OFF ABRUPTLY INTO FIVE-MILE VALLEY, AND
 OW0267'ABOUT 0.75 MILE NORTHEAST OF WHERE U.S. HIGHWAY 287 CROSSES
 OW0267'RIDGE WHICH IS HIGHEST SUMMIT ON ROAD BETWEEN RIVERTON AND
 OW0267'MORTON POST OFFICE.  HILL HAS EXCELLENT VISIBILITY IN ALL
 OW0267'DIRECTIONS.  TO REACH FROM RIVERTON, FOLLOW U.S. HIGHWAY 287
 OW0267'WEST FROM CENTER OF TOWN 6.7 MILES TO ROAD SUMMIT, SNOW FENCE
 OW0267'ON SOUTHWEST SIDE OF HIGHWAY, AND TRACK CROSSROAD.  AZIMUTH
 OW0267'MARK IS NORTHEAST OF THIS INTERSECTION.  TURN RIGHT AND GO
 OW0267'NORTHEAST ON OLD GRADED ROAD 0.5 MILE.  TURN LEFT AND GO
 OW0267'NORTHEAST 1/4 MILE TO TOP OF BARE HILL AND STATION.  SURFACE
 OW0267'MARK IS STANDARD DISK IN TOP OF PIPE SET IN CONCRETE.  DISK IS
 OW0267'ABOUT 8 INCHES ABOVE GROUND, AND TOP OF CONCRETE MASS IS 2
 OW0267'INCHES BELOW SURFACE OF GROUND.  UNDERGROUND MARK IS
 OW0267'STANDARD DISK IN CONCRETE.  REFERENCE MARKS ARE
 OW0267'STANDARD DISKS IN BOULDERS.  NO. 1 IS 9.830 METERS
 OW0267'(32.25 FEET) NORTH OF STATION N 10 DEG 45 MIN W.
 OW0267'AND NO. 2, 14.010 METERS (45.96 FEET) EAST N 76 DEG 10 MIN E.
 OW0267'AZIMUTH MARK IS STANDARD DISK IN CONCRETE,
 OW0267'ABOUT 100 YARDS NORTHEAST OF U.S.  HIGHWAY 287 AT POINT
 OW0267'WHERE ROUTE TO STATION LEAVES HIGHWAY, BETWEEN 2 OLD
 OW0267'GRADED HIGHWAYS, ABOUT 25 YARDS SOUTHEAST OF TRACK ROAD, 5 FEET
 OW0267'NORTH OF TELEPHONE POLE, AND APPROXIMATELY 0.6 MILE
 OW0267'SOUTH-SOUTHWEST FROM STATION S 23 DEG 08 MIN W.
 OW0267
 OW0267                          STATION RECOVERY (1963)
 OW0267
 OW0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 OW0267'STATION MARK AND AZIMUTH MARK RECOVERED AND FOUND IN GOOD
 OW0267'CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 HAVE BEEN DESTROYED DUE
 OW0267'TO EXCAVATIONS.  THERE HAS BEEN ABOUT 5 FEET OF GRAVEL REMOVED FROM
 OW0267'THE TOP OF THE HILL WHERE THE STATION IS LOCATED.  AN AREA ABOUT 6
 OW0267'FEET IN DIAMETER AND ABOUT 5 FEET HIGH AROUND THE STATION MARK
 OW0267'PROPER WAS NOT DISTURBED AND THE STATION MARK DOES NOT SHOW
 OW0267'WHERE IT COULD HAVE BEEN DISTURBED.  THE STATION IS ON THE
 OW0267'PROPERTY OF MR. FRED D STRATTON WHO LIVES AT STATION SITE, IN A
 OW0267'SMALL TRAILOR.  MR. STRATTONS PLANS IN THE VERY NEAR FUTURE ARE TO
 OW0267'BUILD A HOME ON THE HIGHEST POINT OF THE HILL.  IT APPEARS THE
 OW0267'STATION MARK WILL POSSIBLY BE DISTURBED OR PARTIAL COVERED IF AND
 OW0267'WHEN THE HOME IS BUILT.  THE STATION COULD BE MOVED TO THE SE
 OW0267'ABOUT 50 OR 60 FEET AND BE WELL PRESERVED.
 OW0267'
 OW0267'TO REACH FROM POST OFFICE IN RIVERTON, GO NW ON US HIGHWAY 26 FOR
 OW0267'6.8 MILES TO TOP OF GRADE AND MAIL BOX STRATTON FRED D JR ON THE
 OW0267'RIGHT, TURN RIGHT AND GO N FOR 0.05 MILE AND THE AZIMUTH MARK IS 3
 OW0267'FEET N OF A TELEPHONE POLE, THE 2ND POLE E OF THE TRACK ROAD AND
 OW0267'ABOUT 55 YARDS E OF TRACK ROAD, CONTINUE N AND NE ON TRACK ROAD
 OW0267'FOR 0.6 MILE TO THE HIGHEST POINT N OF MR. STRATTONS TRAILOR HOUSE
 OW0267'AND STATION.  THE STATION MARK IS 19 PACES SE OF POWER POLE WITH
 OW0267'TRANSFORMER AND METER AND 5 PACES N OF THE W END OF THE
 OW0267'TRAILOR HOUSE.
 OW0267
 OW0267                          STATION RECOVERY (1964)
 OW0267
 OW0267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 OW0267'THE STATION AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 OW0267'REFERENCE MARKS NO. 1 AND 2 WERE FOUND TO HAVE BEEN DESTROYED
 OW0267'BY EXCAVATION IN THE IMMEDIATE AREA.  A NEW DESCRIPTION OF THE
 OW0267'STATION FOLLOWS--
 OW0267'
 OW0267'FROM THE TETON HOTEL ON U.S. HIGHWAY 26 IN RIVERTON, WYOMING GO
 OW0267'WEST ON U.S. HIGHWAY 26 FOR 6.5 MILES TO A BLADED ROAD RIGHT.
 OW0267'TURN RIGHT ON BLADED ROAD AND GO 0.1 MILES TO THE AZIMUTH MARK
 OW0267'AS ORIGINALLY DESCRIBED.  CONTINUE ON BLADED ROAD FOR 0.7
 OW0267'MILES TO STATION ON TOP OF A CLEARED OFF HILL WHICH HAS SEVERAL
 OW0267'SMALL BUILDINGS AND HOUSE TRAILERS ON IT.
 OW0267'
 OW0267'THE STATION IS LOCATED NEAR TO THE EAST END OF THE HILL ON THE
 OW0267'TOP OF A STACK LIKE MASS OF CONGLOMERATE WHICH STANDS ABOUT
 OW0267'8 FEET ABOVE THE SURROUNDING GROUND.  72 FEET EAST OF A SMALL
 OW0267'SILVER FUEL TANK ON A STAND.  17.5 FEET NORTHWEST OF THE
 OW0267'NORTHWEST CORNER OF A SILVER HOUSE TRAILER.  A STANDARD
 OW0267'TRIANGULATION STATION DISK STAMPED PEBBLE 1936 BRAZED TO THE
 OW0267'TOP OF AN IRON PIPE SET IN A MASS OF CONCRETE AND PROJECTS
 OW0267'ABOUT 4 INCHES ABOVE GROUND.
 OW0267
 OW0267                          STATION RECOVERY (1977)
 OW0267
 OW0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OW0267'RECOVERY NOTE BY USGS, 1977--REVISED TO REACH DESCRIPTION AS FOLLOWS
 OW0267'
 OW0267'TO REACH FROM RIVERTON, FOLLOW U.S. HIGHWAY 26 W. FROM POST OFFICE
 OW0267'6.6 MI. TO RD. SUMMIT, TURN RIGHT AND GO NORTHERLY ALONG MAIN RD.
 OW0267'PAST SEVERAL HOUSE TRAILERS 0.8 MI. TO HIGHEST POINT AT N. END OF
 OW0267'BARE RIDGE AND STATION.  SURFACE MARK IS STANDARD DISK PROJECTING
 OW0267'0.2 FT. FROM TOP OF GRAVEL PILLAR JUST LARGE ENOUGH TO SET UP A
 OW0267'TRIPOD AND OBSERVE FROM.  THE REMAINDER OF THE HILLTOP HAS BEEN
 OW0267'GRADED AWAY TO MAKE ROOM FOR A TRAILER ABOUT 20 FT. S. OF STATION.
 OW0267'
 OW0267'STATION MARK--STANDARD DISK IN TOP OF PIPE SET IN CONCRETE.  DISK
 OW0267'IS ABOUT 8 IN. ABOVE GROUND AND TOP OF CONCRETE MASS IS 2 IN. BELOW
 OW0267'SURFACE OF GROUND.
 OW0267
 OW0267                          STATION RECOVERY (1979)
 OW0267
 OW0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 OW0267'THE STATION WAS RECOVERED AS DESCRIBED IN 1963 RECOVERY NOTES.  THE
 OW0267'MARK IS STILL AS ORIGINALLY DESCRIBED AND THE HOUSE MENTIONED IN
 OW0267'1963 HAS NOT YET BEEN BUILT.
 OW0267'
 OW0267'THE AZIMUTH MARK IS REDESCRIBED AS FOLLOWS--
 OW0267'
 OW0267'FROM THE ENTRANCE FROM U.S. HIGHWAY 26 TO THE STATION, THE AZIMUTH
 OW0267'MARK IS LOCATED 51 FEET NORTHEAST OF THE EASTERLY DIRT ROAD OF TWO
 OW0267'AND 50 FEET NORTH OF AN OVERGROWN AND ABANDONED DIRT ROAD.
 OW0267'
 OW0267'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 OW0267'NORTHWEST OF RIVERTON.
 OW0267
 OW0267                          STATION RECOVERY (1993)
 OW0267
 OW0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 OW0267'STATION MARK RECOVERED IN GOOD CONDITION.  NO DATA AVAILABLE ON OTHER
 OW0267'MARKS BUT IMMEDIATE AREA IS A SMALL GRAVEL PIT.  ACCORDING TO THE
 OW0267'STATE HIGHWAY DEPARTMENT, LAND IS EITHER STATE OR BLM. STATION IS
 OW0267'LOCATED ABOUT 11 KM (6.85 MI) NORTHWEST OF RIVERTON, 1 KM (0.60 MI)
 OW0267'NORTHEAST OF US HIGHWAY 26, ON A SMALL HUMP LEFT FROM GRADING, ON A
 OW0267'LOW HILL, IN THE NORTHEAST 1/4 OF SECTION 11, T 1 N, R 3 E.
 OW0267'OWNERSHIP--STATE OF WYOMING OR US BUREAU OF LAND MANAGEMENT. POSSIBLE
 OW0267'THAT PRIVATE PROPERTY IS CROSSED TO REACH STATION. TO REACH FROM THE
 OW0267'JUNCTION OF US HIGHWAYS 20 AND 26 IN RIVERTON, GO WEST ON HIGHWAY 26
 OW0267'FOR 10.82 KM (6.70 MI) TO PARADISE VALLEY ROAD ON THE RIGHT.  CONTINUE
 OW0267'AHEAD FOR 0.79 KM (0.50 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 OW0267'NORTHEAST, FOR 0.07 KM (0.05 MI) TO A T-ROAD. TURN RIGHT, SOUTHEAST,
 OW0267'ON OLD HIGHWAY FOR 0.17 KM (0.10 MI) TO END OF PAVEMENT AND GRADED
 OW0267'ROAD LEFT.  TURN LEFT, NORTHERLY, ON ROAD (PASSING TO LEFT OF LARGE
 OW0267'JUNK YARD) FOR 0.50 KM (0.30 MI) TO A FORK. CONTINUE AHEAD,
 OW0267'NORTHEASTERLY, ON TRACK ROAD FOR 0.19 KM (0.10 MI) TO A FORK JUST PAST
 OW0267'CORNER OF JUNK YARD.  KEEP LEFT, NORTHWESTERLY, ON TRACK ROAD FOR 0.42
 OW0267'KM (0.25 MI) TO HIGH GROUND AT SMALL GRAVEL PIT AND SMALL SHACK ON THE
 OW0267'LEFT SIDE OF HILL. STATION MARK IS A DISK ON A CONICAL PIPE PROJECTING
 OW0267'10 CM ABOVE GROUND ON A 1.5 M (4.9 FT) HIGH, 2 M (6.6 FT) WIDE STONEY
 OW0267'HUMP COVERED WITH CHICKEN WIRE TO PREVENT EROSION.  IT IS ON THE WEST
 OW0267'SIDE OF A 20 M (65.6 FT) WIDE SHALLOW PIT, 17.9 M (58.7 FT) SOUTHWEST
 OW0267'OF POWERLINE POLE 30808 AT NORTHWEST EDGE OF HILL, AND 10 M (32.8 FT)
 OW0267'NORTH-NORTHEAST OF A JUNKED 1960S WHITE OVER GREEN BUICK. DESCRIBED BY
 OW0267'G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0389 ***********************************************************************
 NR0389  DESIGNATION -  PEDRO
 NR0389  PID         -  NR0389
 NR0389  STATE/COUNTY-  WY/CARBON
 NR0389  USGS QUAD   -  LEO (1982)
 NR0389
 NR0389                         *CURRENT SURVEY CONTROL
 NR0389  ___________________________________________________________________
 NR0389* NAD 83(1993)-  42 18 28.37646(N)    106 50 06.66855(W)     ADJUSTED  
 NR0389* NAVD 88     -      2518.7    (meters)    8263.     (feet)  VERTCON   
 NR0389  ___________________________________________________________________
 NR0389  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 NR0389  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 NR0389
 NR0389  HORZ ORDER  -  FIRST
 NR0389
 NR0389.The horizontal coordinates were established by classical geodetic methods
 NR0389.and adjusted by the National Geodetic Survey in January 1997..
 NR0389
 NR0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0389
 NR0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0389
 NR0389.The geoid height was determined by GEOID03.
 NR0389
 NR0389;                    North         East     Units Scale Factor Converg.
 NR0389;SPC WYEC     -   300,894.181   441,069.846   MT  0.99995825   +0 20 07.1
 NR0389;UTM  13      - 4,685,591.765   348,746.649   MT  0.99988149   -1 14 07.9
 NR0389
 NR0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0389!SPC WYEC     -   0.99960711  x   0.99995825  =   0.99956537
 NR0389!UTM  13      -   0.99960711  x   0.99988149  =   0.99948864
 NR0389
 NR0389|---------------------------------------------------------------------|
 NR0389| PID    Reference Object                     Distance      Geod. Az  |
 NR0389|                                                           dddmmss.s |
 NR0389| CP6391 PEDRO RM 1                           11.875 METERS 03436     |
 NR0389| CP6390 PEDRO AZ MK                                        0682534.7 |
 NR0389| NR0382 SAGE                                APPROX.10.0 KM 1330127.7 |
 NR0389| CP6392 PEDRO RM 2                           10.000 METERS 27608     |
 NR0389|---------------------------------------------------------------------|
 NR0389
 NR0389                          SUPERSEDED SURVEY CONTROL
 NR0389
 NR0389  NAD 83(1986)-  42 18 28.36530(N)    106 50 06.65610(W) AD(       ) 1
 NR0389  NAD 27      -  42 18 28.50900(N)    106 50 04.49900(W) AD(       ) 1
 NR0389  NGVD 29 (09/08/93) 2517.7    (m)         8260.     (f) VERT ANG       
 NR0389
 NR0389.Superseded values are not recommended for survey control.
 NR0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0389.See file dsdata.txt to determine how the superseded data were derived.
 NR0389
 NR0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4874785592(NAD 83)
 NR0389_MARKER: DD = SURVEY DISK
 NR0389_SETTING: 66 = SET IN ROCK OUTCROP
 NR0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0389
 NR0389  HISTORY     - Date     Condition        Report By
 NR0389  HISTORY     - 1903     MONUMENTED       USGS
 NR0389  HISTORY     - 1934     GOOD             USGS
 NR0389  HISTORY     - 1948     GOOD             USGS
 NR0389  HISTORY     - 1951     GOOD             USGS
 NR0389
 NR0389                          STATION DESCRIPTION
 NR0389
 NR0389'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 NR0389'STATION LOCATED ABOUT 5.0 MI. NW. OF THE TOWN OF LEO, SEC. 18,
 NR0389'T 27 N, R 84 W, ABOUT 2.0 MI. E. OF PATHFINDER RESERVOIR.
 NR0389'
 NR0389'TO REACH FROM ALCOVA, WYOMING POST OFFICE, GO ON NEW BLACK TOP RD. E.
 NR0389'(WHICH GOES TO KORTES DAM) 15.1 MI. TO WOODEN BRIDGE, ACROSS CANYON
 NR0389'CREEK, WHERE HIGH TENSION LINE CROSSES RD., CONTINUE 1.0 MI. TO TRACK
 NR0389'RD. BRANCHING OFF TO THE RIGHT ON THE RIGHT SIDE OF HIGH TENSION
 NR0389'WIRES, FOLLOW TRACK RD. 0.1 MI. TO GATE, GO THRU GATE AND TAKE RIGHT
 NR0389'(W.) MAIN TRACK RD. 0.4 MI. TO FORK, TAKE LEFT (S.) 2.4 MI. TO JOHN
 NR0389'PETERS RANCH HOUSE PASSING COW SHED AND THRU THREE GATES ON THE WAY,
 NR0389'CONTINUE THRU RANCH YARD AND UP THRU CANYON ON TRACK RD. 0.3 MI. TO
 NR0389'FORK, TAKE RIGHT 0.1 MI. TO GATE, GO THRU GATE AND CONTINUE 1.1 MI.
 NR0389'TO GATE, GO THRU GATE AND CONTINUE 0.6 MI. TO Y-INTERSECTION, TAKE
 NR0389'RIGHT (S.) RD. 0.4 MI. TO FORK, TAKE LEFT RD. AND GO 0.5 MI. TO FORK,
 NR0389'TAKE LEFT FORK 0.2 MI. TO GATE, GO THRU GATE 0.2 MI. TO FORK, TAKE
 NR0389'RIGHT FORK 0.8 MI. TO GATE, TURN RIGHT (S.) THRU GATE 0.3 MI. TO TWO
 NR0389'LOG CABINS, PROCEED UP CANYON BEHIND CABINS 0.4 MI. TO END OF TRUCK
 NR0389'TRAVEL.  CLIMB W. UP VALLEY TO SADDLE, TURN RIGHT (W.), CLIMB HIGH
 NR0389'ROCKY CLIFF TO STATION.
 NR0389'
 NR0389'STATION MARK--STANDARD TABLET CEMENTED IN A DRILLED HOLE IN ROCK,
 NR0389'STAMPED ---PEDRO---.
 NR0389'
 NR0389'REFERENCE MARK NO. 1--A USC AND GS STANDARD DISK CEMENTED IN A DRILLED
 NR0389'HOLE IN ROCK, 38.96 FT. (SLOPE DIST.) N. OF STATION MARK, STAMPED
 NR0389'---PEDRO NO. 1 1934---, S 34 DEG 36 MIN W.
 NR0389'
 NR0389'REFERENCE MARK NO. 2--A USC AND GS STANDARD DISK CEMENTED IN A DRILLED
 NR0389'HOLE IN ROCK, 32.81 FT. (SLOPE DIST.) W. OF STATION, STAMPED ---PEDRO
 NR0389'NO. 2 1934---, S 83 DEG 52 MIN E.
 NR0389
 NR0389                          STATION RECOVERY (1934)
 NR0389
 NR0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 (WRP)
 NR0389'ABOUT 18 MILES SOUTH-SOUTHWEST OF ALCOVA, 4 MILES EAST OF
 NR0389'PATHFINDER RESERVOIR, ON HIGHEST OF SMALL GROUP OF FOUR PEAKS
 NR0389'OVERLOOKING SAGE CREEK BASIN AT SOUTHERN END OF PEDRO RANGE, 150
 NR0389'YARDS NORTHWEST OF SLIGHTLY LOWER PEAK, AND 6 FEET NORTHEAST
 NR0389'OF 4-FOOT ROCK CAIRN.  TO REACH FROM ALCOVA, FOLLOW SAGE CREEK
 NR0389'ROAD SOUTH 10.0 MILES, FOLLOW LEFT FORK 0.5 MILE TO TOP OF GRADE
 NR0389'AND CROSSROADS, CONTINUE STRAIGHT AHEAD (SOUTH) 1.15 MILES TO
 NR0389'AN A-TRUSS BRIDGE, CONTINUE 2.15 MILES TO ANOTHER BRIDGE,
 NR0389'CONTINUE 0.75 MILE, FOLLOW LEFT FORK (MAIN ROAD) 0.25 MILE TO
 NR0389'ROAD LEADING TO RIGHT (NORTHWEST), FOLLOW THIS ROAD 0.25 MILE
 NR0389'ACROSS OLD BRIDGE, TURN LEFT (SOUTHWEST) AND GO 0.6 MILE
 NR0389'TO LARGE GRANITE CROSS ON LEFT SIDE OF ROAD, CONTINUE 1.55
 NR0389'MILES TO SMALL HOUSE ON LEFT SIDE OF ROAD, CONTINUE 0.2 MILE
 NR0389'TO GATE, CONTINUE WEST UP HILL 1.8 MILES TO SMALL CREEK,
 NR0389'CROSS CREEK, TURN LEFT AND GO 1.0 MILE TO SMALL WHITE HOUSE ON
 NR0389'LEFT SIDE OF ROAD, CONTINUE 1.0 MILE, FOLLOW LEFT FORK 0.4
 NR0389'MILE, FOLLOW LEFT FORK 0.25 MILE TO GATE IN FENCE CORNER, PASS
 NR0389'THROUGH GATE AND GO 0.2 MILE, FOLLOW RIGHT FORK 0.75 MILE TO
 NR0389'SMALL HOMESTEADERS CABIN AND END OF TRUCK TRAVEL, FOLLOW UP
 NR0389'CANYON TO SOUTHWEST ABOUT 3/8 MILE, THEN BEAR RIGHT UP DRAW TO
 NR0389'PEAK AND STATION SITE.  MARKED BY STANDARD U.S.  GEOLOGICAL
 NR0389'SURVEY TABLET IN OUTCROPPING BEDROCK.  REFERENCE AND AZIMUTH
 NR0389'MARKS ARE STANDARD DISKS IN BEDROCK.  NO. 1 IS
 NR0389'11.875 METERS (38.96 FEET) (SLOPE) FROM STATION N 34 DEG 36 MIN E.
 NR0389'NO. 2 IS 10.000 METERS (32.81 FEET) (SLOPE) FROM
 NR0389'STATION S 46 DEG 08 MIN W.  DISTANCE BETWEEN REFERENCE
 NR0389'MARKS IS 18.741 METERS (61.49 FEET) (SLOPE).  AZIMUTH MARK IS
 NR0389'ON TOP OF LARGE ROCK PINNACLE WHICH IS MUCH LOWER THAN STATION,
 NR0389'AND APPROXIMATELY 3/8 MILE FROM STATION N 68 DEG 26 MIN E.
 NR0389'BEARING FROM STATION TO HIGHEST PEAK IN FERRIS
 NR0389'MOUNTAINS S 80 DEG 25 MIN W.
 NR0389
 NR0389                          STATION RECOVERY (1948)
 NR0389
 NR0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NR0389'RECOVERED BY USGS IN 1948.
 NR0389'
 NR0389'STATION MARK--STANDARD TABLET CEMENTED IN A DRILLED HOLE IN ROCK,
 NR0389'STAMPED---PEDRO---.
 NR0389
 NR0389                          STATION RECOVERY (1951)
 NR0389
 NR0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NR0389'STATION LOCATED ABOUT 5.0 MI. NW. OF THE TOWN OF LEO, SEC.18,127 N. R.
 NR0389'84 W. ABOUT 2.0 MI. E. OF PATHFINDER RESERVOIR.
 NR0389'
 NR0389'TO REACH FROM ALCOVA, WYO. POST OFFICE GO ON BLACKTOP RD. E. -WHICH
 NR0389'GOES TO QUARTZ DAM- 15.1 MI. TO WOODEN BRIDGE, ACROSS CANYON CREEK.
 NR0389'WHERE HIGH TENSION LINE CROSSES RD., CONTINUE 1.0 MI. TO TRACK RD.
 NR0389'BRANCHING OFF TO THE RIGHT ON THE RIGHT SIDE OF HIGH TENSION WIRES,
 NR0389'FOLLOW TRACK RD. 0.1 MI. TO GATE, GO THRU GATE AND TAKE RIGHT -W.-
 NR0389'MAIN TRACK RD. 0.4 MI. TO FORK. TAKE LEFT S. 2.4 MI. TO JOHN PETERS
 NR0389'RANCH HOUSE PASSING COW SHED AND THRU 3 GATES ON THE WAY, CONTINUE
 NR0389'THRU RANCH YARD AND UP THRU CANYON ON TRACK RD. 0.3 MI. TO FORKS,
 NR0389'TAKE RIGHT 0.1 MI. TO GATE, GO THRU GATE AND CONTINUE 1.1 MI. TO GATE
 NR0389'GO THRU GATE AND CONTINUE 0.6 MI. TO Y-INTERSECTION. TAKE RIGHT -S.-
 NR0389'RD. 0.4 MI. TO FORK TAKE LEFT RD. AND GO 0.5 MI. TO FORK, TAKE LEFT
 NR0389'FORK 0.2 MI. TO GATE GO THRU GATE 0.2 MI. TO FORK, TAKE RIGHT FORK 0.8
 NR0389'MI. TO GATE, TURN RIGHT -S.- THRU GATE 0.3 MI. TO TWO LOG CABINS,
 NR0389'PROCEED UP CANYON BEHIND CABINS 0.4 MI. TO END OF TRUCK TRAVEL.  CLIMB
 NR0389'W. UP VALLEY TO SADDLE , TURN RIGHT -W.- CLIMB HIGH ROCKY CLIFF TO
 NR0389'STATION.
 NR0389'
 NR0389'STATION MARK - STANDARD TABLET CEMENTED IN A DRILLED HOLE IN ROCK
 NR0389'STAMPED ---PEDRO---
 NR0389'
 NR0389'REFERENCE MARKS NO.1 - A USC AND GS STANDARD DISC CEMENTED IN A
 NR0389'DRILLED HOLE IN ROCK 38.96 FT. -SLOPE DIST.- N. OF STATION MARK,
 NR0389'STAMPED ---PEDRO NO.1 1934---, S 34 DEG 36 MIN W.
 NR0389'
 NR0389'REFERENCE MARK NO.2 - A USC AND GS STANDARD DISC CEMENTED IN A DRILLED
 NR0389'HOLE IN ROCK 32.81 FT. ---SLOPE DIST.--- W. OF STATION MARK, STAMPED
 NR0389'---PEDRO NO.2 1934--- S 83 DEG 52 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1210 ***********************************************************************
 PY1210  CBN         -  This is a Cooperative Base Network Control Station.
 PY1210  DESIGNATION -  PELICAN CONE ET
 PY1210  PID         -  PY1210
 PY1210  STATE/COUNTY-  WY/PARK
 PY1210  USGS QUAD   -  PELICAN CONE (1989)
 PY1210
 PY1210                         *CURRENT SURVEY CONTROL
 PY1210  ___________________________________________________________________
 PY1210* NAD 83(1993)-  44 38 53.22998(N)    110 11 35.25708(W)     ADJUSTED  
 PY1210* NAVD 88     -      2941.3    (meters)    9650.     (feet)  GPS OBS   
 PY1210  ___________________________________________________________________
 PY1210  X           -  -1,569,643.015 (meters)                     COMP
 PY1210  Y           -  -4,267,744.506 (meters)                     COMP
 PY1210  Z           -   4,461,674.512 (meters)                     COMP
 PY1210  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 PY1210  ELLIP HEIGHT-        2933.43  (meters)          (09/07/01) GPS OBS
 PY1210  GEOID HEIGHT-          -8.21  (meters)                     GEOID03
 PY1210
 PY1210  HORZ ORDER  -  B
 PY1210  ELLP ORDER  -  FOURTH    CLASS I
 PY1210
 PY1210.The horizontal coordinates were established by GPS observations
 PY1210.and adjusted by the National Geodetic Survey in May 1992..
 PY1210
 PY1210.The orthometric height was determined by GPS observations and a
 PY1210.high-resolution geoid model.
 PY1210
 PY1210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1210
 PY1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1210
 PY1210.The ellipsoidal height was determined by GPS observations
 PY1210.and is referenced to NAD 83.
 PY1210
 PY1210.The geoid height was determined by GEOID03.
 PY1210
 PY1210;                    North         East     Units Scale Factor Converg.
 PY1210;SPC WYWC     -   461,776.145   485,526.690   MT  1.00009859   -1 00 51.4
 PY1210;UTM  12      - 4,944,178.750   563,982.006   MT  0.99965034   +0 34 01.4
 PY1210
 PY1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1210!SPC WYWC     -   0.99954027  x   1.00009859  =   0.99963881
 PY1210!UTM  12      -   0.99954027  x   0.99965034  =   0.99919077
 PY1210
 PY1210:                Primary Azimuth Mark                     Grid Az
 PY1210:SPC WYWC     -  AVALANCHE                                167 32 35.6
 PY1210:UTM  12      -  AVALANCHE                                165 57 42.8
 PY1210
 PY1210|---------------------------------------------------------------------|
 PY1210| PID    Reference Object                     Distance      Geod. Az  |
 PY1210|                                                           dddmmss.s |
 PY1210| PY1221 AVALANCHE                           APPROX.18.1 KM 1663144.2 |
 PY1210|---------------------------------------------------------------------|
 PY1210
 PY1210                          SUPERSEDED SURVEY CONTROL
 PY1210
 PY1210  ELLIP H (05/15/92) 2933.52   (m)                       GP(       ) 4 2
 PY1210  NAD 83(1986)-  44 38 53.21700(N)    110 11 35.23732(W) AD(       ) 3
 PY1210  NAD 27      -  44 38 53.42239(N)    110 11 32.54532(W) AD(       ) 3
 PY1210  NGVD 29 (04/22/91) 2940.2    (m)         9646.     (f) GPS OBS        
 PY1210
 PY1210.Superseded values are not recommended for survey control.
 PY1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1210.See file dsdata.txt to determine how the superseded data were derived.
 PY1210
 PY1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ6398244179(NAD 83)
 PY1210_MARKER: DD = SURVEY DISK
 PY1210_SETTING: 80 = SET IN A BOULDER
 PY1210_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1210+STABILITY: SURFACE MOTION
 PY1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1210+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1210
 PY1210  HISTORY     - Date     Condition        Report By
 PY1210  HISTORY     - 1958     MONUMENTED       USGS
 PY1210  HISTORY     - 1987     GOOD             UNAVCO
 PY1210
 PY1210                          STATION DESCRIPTION
 PY1210
 PY1210'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY1210'STATION IS LOCATED ABOUT 11.0 MI. (AIRLINE) NE. OF LAKE JUNCTION ON
 PY1210'THE TOP OF PELICAN CONE, 31 FT. SE. OF THE SE. CORNER OF PELICAN
 PY1210'CONE LOOKOUT HOUSE.
 PY1210'
 PY1210'STATION REACHED VIA HELICOPTER.
 PY1210'
 PY1210'STATION MARK--STANDARD TABLET, SET IN ROCK BOULDER PROJECTING 0.6 FT.,
 PY1210'AND STAMPED ---PELICAN CONE-ET 1958---.
 PY1210'
 PY1210'REFERENCE MARKS--NONE.
 PY1210
 PY1210                          STATION RECOVERY (1987)
 PY1210
 PY1210'RECOVERY NOTE BY UNAVCO UCAR 1987 (JLS)
 PY1210'THE STATION WAS RECOVERED AT THIS DATE.
 PY1210'THIS STATION WAS RECOVERED AND OCCUPIED BY UNAVCO PERSONNEL.
 PY1210'
 PY1210'NO NEW RECOVERY INFORMATION WAS MADE AVAILABLE TO THIS PARTY,
 PY1210'ASSUMED THAT STATION WAS RECOVERED AS DESCRIBED.
 PY1210'NOTE, THE FAINT PENCIL RUBBING ON OBSERVATION LOG INDICATES THAT
 PY1210'THIS STATION IS A USGS DISK STAMPED---PELICAN CONE ET---.
 PY1210'
 PY1210'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1210'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1210'
 PY1210'THIS STATION SUITABLE FOR GPS SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1209 ***********************************************************************
 PY1209  DESIGNATION -  PELICAN CONE LOOKOUT HOUSE
 PY1209  PID         -  PY1209
 PY1209  STATE/COUNTY-  WY/PARK
 PY1209  USGS QUAD   -  PELICAN CONE (1989)
 PY1209
 PY1209                         *CURRENT SURVEY CONTROL
 PY1209  ___________________________________________________________________
 PY1209* NAD 83(1993)-  44 38 53.50862(N)    110 11 35.64177(W)     ADJUSTED  
 PY1209* NAVD 88     -      2948.4    (meters)    9673.     (feet)  VERTCON   
 PY1209  ___________________________________________________________________
 PY1209  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 PY1209  GEOID HEIGHT-          -8.21  (meters)                     GEOID03
 PY1209
 PY1209  HORZ ORDER  -  THIRD
 PY1209
 PY1209.The horizontal coordinates were established by classical geodetic methods
 PY1209.and adjusted by the National Geodetic Survey in January 1997..
 PY1209
 PY1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1209
 PY1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1209
 PY1209.The geoid height was determined by GEOID03.
 PY1209
 PY1209;                    North         East     Units Scale Factor Converg.
 PY1209;SPC WYWC     -   461,784.896   485,518.366   MT  1.00009861   -1 00 51.6
 PY1209;UTM  12      - 4,944,187.264   563,973.447   MT  0.99965033   +0 34 01.1
 PY1209
 PY1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1209!SPC WYWC     -   0.99953920  x   1.00009861  =   0.99963777
 PY1209!UTM  12      -   0.99953920  x   0.99965033  =   0.99918969
 PY1209
 PY1209                          SUPERSEDED SURVEY CONTROL
 PY1209
 PY1209  NAD 83(1993)-  44 38 53.50489(N)    110 11 35.63487(W) AD(       ) 3
 PY1209  NAD 83(1986)-  44 38 53.49821(N)    110 11 35.62810(W) AD(       ) 3
 PY1209  NAD 27      -  44 38 53.70300(N)    110 11 32.92800(W) AD(       ) 3
 PY1209  NGVD 29 (07/19/86) 2947.0    (m)         9669.     (f) VERT ANG       
 PY1209
 PY1209.Superseded values are not recommended for survey control.
 PY1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1209.See file dsdata.txt to determine how the superseded data were derived.
 PY1209
 PY1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ6397344187(NAD 83)
 PY1209_MARKER: 57 = LOOKOUT TOWER
 PY1209
 PY1209  HISTORY     - Date     Condition        Report By
 PY1209  HISTORY     - 1950     FIRST OBSERVED   CGS
 PY1209
 PY1209                          STATION DESCRIPTION
 PY1209
 PY1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 PY1209'STATION IS THE TOP CENTER OF THE LOOKOUT HOUSE LOCATED ON THE
 PY1209'TOP OF PELICAN CONE WHICH IS ABOUT 11 MILES NORTHEAST OF FISHING
 PY1209'BRIDGE IN YELLOWSTONE NATIONAL PARK.  THE LOOKOUT IS A STANDARD,
 PY1209'ONE-STORY SQUARE BUILDING.  THE FINIAL OF THE ROOF WAS THE POINT
 PY1209'OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0421 ***********************************************************************
 OV0421  DESIGNATION -  PENN ET
 OV0421  PID         -  OV0421
 OV0421  STATE/COUNTY-  WY/WASHAKIE
 OV0421  USGS QUAD   -  BANJO FLATS EAST (1978)
 OV0421
 OV0421                         *CURRENT SURVEY CONTROL
 OV0421  ___________________________________________________________________
 OV0421* NAD 83(1993)-  43 59 13.22036(N)    107 48 37.21522(W)     ADJUSTED  
 OV0421* NAVD 88     -      1418.1    (meters)    4653.     (feet)  VERTCON   
 OV0421  ___________________________________________________________________
 OV0421  LAPLACE CORR-           8.26  (seconds)                    DEFLEC99
 OV0421  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 OV0421
 OV0421  HORZ ORDER  -  THIRD
 OV0421
 OV0421.The horizontal coordinates were established by classical geodetic methods
 OV0421.and adjusted by the National Geodetic Survey in January 1997..
 OV0421
 OV0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0421
 OV0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0421
 OV0421.The geoid height was determined by GEOID03.
 OV0421
 OV0421;                    North         East     Units Scale Factor Converg.
 OV0421;SPC WYEC     -   487,416.203   361,735.333   MT  0.99995550   -0 19 52.6
 OV0421;UTM  13      - 4,874,269.731   274,631.190   MT  1.00022473   -1 57 09.3
 OV0421
 OV0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0421!SPC WYEC     -   0.99977967  x   0.99995550  =   0.99973518
 OV0421!UTM  13      -   0.99977967  x   1.00022473  =   1.00000435
 OV0421
 OV0421:                Primary Azimuth Mark                     Grid Az
 OV0421:SPC WYEC     -  WORLAND                                  337 12 59.9
 OV0421:UTM  13      -  WORLAND                                  338 50 16.6
 OV0421
 OV0421|---------------------------------------------------------------------|
 OV0421| PID    Reference Object                     Distance      Geod. Az  |
 OV0421|                                                           dddmmss.s |
 OV0421| PW0543 WORLAND                             APPROX. 7.9 KM 3365307.3 |
 OV0421|---------------------------------------------------------------------|
 OV0421
 OV0421                          SUPERSEDED SURVEY CONTROL
 OV0421
 OV0421  NAD 83(1986)-  43 59 13.20537(N)    107 48 37.21027(W) AD(       ) 3
 OV0421  NAD 27      -  43 59 13.35060(N)    107 48 34.88824(W) AD(       ) 3
 OV0421  NGVD 29 (07/19/86) 1417.3    (m)         4650.     (f) VERT ANG       
 OV0421
 OV0421.Superseded values are not recommended for survey control.
 OV0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0421.See file dsdata.txt to determine how the superseded data were derived.
 OV0421
 OV0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ7463174270(NAD 83)
 OV0421_MARKER: DD = SURVEY DISK
 OV0421_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0421_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OV0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0421
 OV0421  HISTORY     - Date     Condition        Report By
 OV0421  HISTORY     - 1966     MONUMENTED       USGS
 OV0421
 OV0421                          STATION DESCRIPTION
 OV0421
 OV0421'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0421'LOCATED IN WASHAKIE COUNTY, WYOMING, ABOUT 2 MI. S. AND 7.5 MI. E.
 OV0421'OF WORLAND, NEAR THE S. END OF A LONG FLAT RIDGE.
 OV0421'
 OV0421'TO REACH STATION FROM THE COURTHOUSE IN WORLAND, PROCEED E. 6.6 MI.
 OV0421'ALONG U.S. HIGHWAY 16 TO JUNCTION OF OLD HIGHWAY, TURN RIGHT ALONG
 OV0421'OLD HIGHWAY ROUTE FOR 2.7 MI. TO BM ---N 36--- ON THE RIGHT, CONTINUE
 OV0421'0.5 MI. TO TOP OF RIDGE AND GATE ON THE RIGHT, TURN RIGHT THROUGH
 OV0421'GATE FOR 1.05 MI. TO FORK, TAKE RIGHT FORK FOR 0.55 MI. TO FORK,
 OV0421'TAKE RIGHT FORK FOR 1.1 MI. TO SOUTHERN TIP OF RIDGE AND STATION ON
 OV0421'THE RIGHT.
 OV0421'
 OV0421'STATION MARK--STANDARD USGS ALUMINUM TABLET, SET IN 2.5 IN. CONCRETE
 OV0421'FILLED IRON PIPE, SET IN CONCRETE, STAMPED ---PENN ET 1966---.
 OV0421'
 OV0421'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0409 ***********************************************************************
 OV0409  DESIGNATION -  PENTA
 OV0409  PID         -  OV0409
 OV0409  STATE/COUNTY-  WY/FREMONT
 OV0409  USGS QUAD   -  SQUAW BUTTE (1952)
 OV0409
 OV0409                         *CURRENT SURVEY CONTROL
 OV0409  ___________________________________________________________________
 OV0409* NAD 83(1993)-  43 00 01.25341(N)    107 52 19.89419(W)     ADJUSTED  
 OV0409* NAVD 88     -      1688.9    (meters)    5541.     (feet)  VERTCON   
 OV0409  ___________________________________________________________________
 OV0409  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 OV0409  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 OV0409
 OV0409  HORZ ORDER  -  THIRD
 OV0409  VERT ORDER  -  THIRD ? (See Below)
 OV0409
 OV0409.The horizontal coordinates were established by classical geodetic methods
 OV0409.and adjusted by the National Geodetic Survey in January 1997..
 OV0409
 OV0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0409.The vertical order pertains to the NGVD 29 superseded value.
 OV0409
 OV0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0409
 OV0409.The geoid height was determined by GEOID03.
 OV0409
 OV0409;                    North         East     Units Scale Factor Converg.
 OV0409;SPC WYWC     -   278,066.391   671,572.569   MT  1.00000050   +0 35 55.3
 OV0409;UTM  13      - 4,764,857.172   265,886.627   MT  1.00027432   -1 57 35.0
 OV0409
 OV0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0409!SPC WYWC     -   0.99973740  x   1.00000050  =   0.99973790
 OV0409!UTM  13      -   0.99973740  x   1.00027432  =   1.00001165
 OV0409
 OV0409:                Primary Azimuth Mark                     Grid Az
 OV0409:SPC WYWC     -  SAGE                                     205 51 04.0
 OV0409:UTM  13      -  SAGE                                     208 24 34.3
 OV0409
 OV0409|---------------------------------------------------------------------|
 OV0409| PID    Reference Object                     Distance      Geod. Az  |
 OV0409|                                                           dddmmss.s |
 OV0409| NR0507 SAGE                                APPROX. 3.6 KM 2062659.3 |
 OV0409|---------------------------------------------------------------------|
 OV0409
 OV0409                          SUPERSEDED SURVEY CONTROL
 OV0409
 OV0409  NAD 83(1986)-  43 00 01.24207(N)    107 52 19.89983(W) AD(       ) 3
 OV0409  NAD 27      -  43 00 01.39630(N)    107 52 17.60565(W) AD(       ) 3
 OV0409  NGVD 29 (07/19/86) 1687.9    (m)         5538.     (f) LEVELING    3  
 OV0409
 OV0409.Superseded values are not recommended for survey control.
 OV0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0409.See file dsdata.txt to determine how the superseded data were derived.
 OV0409
 OV0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH6588764857(NAD 83)
 OV0409_MARKER: DD = SURVEY DISK
 OV0409_SETTING: 0 = UNSPECIFIED SETTING
 OV0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0409
 OV0409  HISTORY     - Date     Condition        Report By
 OV0409  HISTORY     - 1950     MONUMENTED       USGS
 OV0409
 OV0409                          STATION DESCRIPTION
 OV0409
 OV0409'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OV0409'LOCATED 16.7 MI. S. AND 12.2 MI. E. OF SHOSHONI.
 OV0409'
 OV0409'TO REACH FROM SHOSHONI POST OFFICE, DRIVE WESTERLY ALONG U.S. HIGHWAY
 OV0409'26 FOR 1.7 MI., TURN LEFT (SW.) ON DIRT RD. 0.2 MI. TO RD. FORKS, TURN
 OV0409'LEFT (S.) 0.4 MI. TO RD. FORKS, TURN LEFT (SE.) AT RD. FORKS 0.6 MI.
 OV0409'TO RD. FORKS, TURN LEFT (SE.) FOR 2.8 MI. TO RD. FORKS, THENCE LEFT
 OV0409'(E.) 1.7 MI. TO RD. FORKS, TURN LEFT (E.) AND CONTINUE 1.9 MI. TO RD.
 OV0409'FORKS, TURN LEFT (SE.) AND CONTINUE 2.9 MI. TO RD. FORKS, THENCE RIGHT
 OV0409'(S.) 2.8 MI. TO RD. CROSSING, CONTINUE STRAIGHT AHEAD (S.) FOR 1.9 MI.
 OV0409'TO RD. FORKS, CONTINUE STRAIGHT AHEAD (S.) AT FORK FOR 0.2 MI. TO RD.
 OV0409'FORKS, TURN RIGHT (S.) FOR 1.5 MI. TO RD. FORKS, TURN RIGHT (S.) 1.4
 OV0409'TO RD. FORKS, TURN LEFT (E.) 1.0 MI. TO RD. FORKS, THENCE RIGHT (S.)
 OV0409'1.9 MI. TO RD. CROSSING, CONTINUE STRAIGHT AHEAD (S.) 0.1 MI. TO RD.
 OV0409'CROSSING, CONTINUE STRAIGHT AHEAD 4.1 MI. TO RD. FORKS, TURN LEFT (E.)
 OV0409'AND PROCEED 1.6 MI. TO 5-WAY RD. INTERSECTION.  STATION LIES TO RIGHT
 OV0409'OF RD. ABOUT 30 FT.
 OV0409'
 OV0409'STATION MARK--STANDARD TABLET STAMPED ---WR PENTA 1950---, SET IN
 OV0409'CONCRETE POST PROJECTING ABOUT 1-1/2 IN. ABOVE GROUND.  RESTAMPED
 OV0409'---5538---.
 OV0409'
 OV0409'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0493 ***********************************************************************
 NR0493  DESIGNATION -  PEP
 NR0493  PID         -  NR0493
 NR0493  STATE/COUNTY-  WY/FREMONT
 NR0493  USGS QUAD   -  STAMPEDE MEADOW (1984)
 NR0493
 NR0493                         *CURRENT SURVEY CONTROL
 NR0493  ___________________________________________________________________
 NR0493* NAD 83(1993)-  42 30 28.47952(N)    107 46 43.80976(W)     ADJUSTED  
 NR0493* NAVD 88     -      2065.7    (meters)    6777.     (feet)  VERTCON   
 NR0493  ___________________________________________________________________
 NR0493  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 NR0493  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 NR0493
 NR0493  HORZ ORDER  -  THIRD
 NR0493
 NR0493.The horizontal coordinates were established by classical geodetic methods
 NR0493.and adjusted by the National Geodetic Survey in January 1997..
 NR0493
 NR0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0493
 NR0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0493
 NR0493.The geoid height was determined by GEOID03.
 NR0493
 NR0493;                    North         East     Units Scale Factor Converg.
 NR0493;SPC WYWC     -   223,449.114   679,814.004   MT  1.00001585   +0 39 22.5
 NR0493;UTM  13      - 4,709,913.937   271,694.650   MT  1.00024134   -1 52 42.4
 NR0493
 NR0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0493!SPC WYWC     -   0.99967812  x   1.00001585  =   0.99969396
 NR0493!UTM  13      -   0.99967812  x   1.00024134  =   0.99991938
 NR0493
 NR0493:                Primary Azimuth Mark                     Grid Az
 NR0493:SPC WYWC     -  MCINTOSH                                 299 46 40.4
 NR0493:UTM  13      -  MCINTOSH                                 302 18 45.3
 NR0493
 NR0493|---------------------------------------------------------------------|
 NR0493| PID    Reference Object                     Distance      Geod. Az  |
 NR0493|                                                           dddmmss.s |
 NR0493| NR0495 MCINTOSH                            APPROX. 8.3 KM 3002602.9 |
 NR0493|---------------------------------------------------------------------|
 NR0493
 NR0493                          SUPERSEDED SURVEY CONTROL
 NR0493
 NR0493  NAD 83(1986)-  42 30 28.46646(N)    107 46 43.80833(W) AD(       ) 3
 NR0493  NAD 27      -  42 30 28.62347(N)    107 46 41.53182(W) AD(       ) 3
 NR0493  NGVD 29 (07/19/86) 2064.7    (m)         6774.     (f) VERT ANG       
 NR0493
 NR0493.Superseded values are not recommended for survey control.
 NR0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0493.See file dsdata.txt to determine how the superseded data were derived.
 NR0493
 NR0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7169509914(NAD 83)
 NR0493_MARKER: DD = SURVEY DISK
 NR0493_SETTING: 66 = SET IN ROCK OUTCROP
 NR0493_SP_SET: SET IN ROCK OUTCROP
 NR0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0493+STABILITY: POSITION/ELEVATION WELL
 NR0493
 NR0493  HISTORY     - Date     Condition        Report By
 NR0493  HISTORY     - 1948     MONUMENTED       USGS
 NR0493
 NR0493                          STATION DESCRIPTION
 NR0493
 NR0493'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0493'STATION IS LOCATED ABOUT 23 MI. NW. OF THREE FORKS, WYOMING, ABOUT 1
 NR0493'MI. S. OF THE SWEETWATER RIVER AND ABOUT 1.5 MI. N. OF U.S. HIGHWAY
 NR0493'287.
 NR0493'
 NR0493'TO REACH FROM ALCOVA POST OFFICE, ALCOVA, WYOMING, FOLLOW WYOMING
 NR0493'STATE HIGHWAY 220 SW. ABOUT 44.8 MI. TO E. INTERSECTION OF STATE
 NR0493'HIGHWAY 220 AND U.S. HIGHWAY 287 AT THREE FORKS, WYOMING.  TAKE
 NR0493'RIGHT FORK ONTO U.S. HIGHWAY 287 AND GO NW. ALONG THE HIGHWAY, ABOUT
 NR0493'18.5 MI. TO BRIDGE MARKED --CROOKS CREEK--, CONTINUE ON HIGHWAY ABOUT
 NR0493'3.3 MI. TO SIDE RD., TURN RIGHT, N., ONTO SIDE RD. AND GO ABOUT 1.4
 NR0493'MI. TO RANCH HOUSE.  END OF TRUCK TRAVEL.  WALK N. UP MOUNTAIN TO
 NR0493'STATION.  STATION IS ON A HIGH ROCKY MOUNT.  ABOUT A 30 MIN. PACK.
 NR0493'
 NR0493'STATION MARK--STANDARD TABLET STAMPED ---PEP 1948 VABM 6774--- AND
 NR0493'SET IN ROCK.
 NR0493'
 NR0493'REFERENCE MARKS--STANDARD REFERENCE TABLETS SET IN ROCK.
 NR0493'
 NR0493'REFERENCE MARK NO. 1--36.27 FT. E. OF STATION, STAMPED ---PEP NO. 1
 NR0493'1948---, S 78 DEG 36 MIN W.
 NR0493'
 NR0493'REFERENCE MARK NO. 2--28.36 FT. S. OF STATION, STAMPED ---PEP NO. 2
 NR0493'1948---, N 41 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0508 ***********************************************************************
 NQ0508  DESIGNATION -  PERCY
 NQ0508  PID         -  NQ0508
 NQ0508  STATE/COUNTY-  WY/PLATTE
 NQ0508  USGS QUAD   -  DWYER (1990)
 NQ0508
 NQ0508                         *CURRENT SURVEY CONTROL
 NQ0508  ___________________________________________________________________
 NQ0508* NAD 83(1993)-  42 08 55.45990(N)    104 56 26.22507(W)     ADJUSTED  
 NQ0508* NAVD 88     -      1421.     (meters)    4662.     (feet)  SCALED    
 NQ0508  ___________________________________________________________________
 NQ0508  LAPLACE CORR-          -9.10  (seconds)                    DEFLEC99
 NQ0508  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NQ0508
 NQ0508  HORZ ORDER  -  SECOND
 NQ0508
 NQ0508.The horizontal coordinates were established by classical geodetic methods
 NQ0508.and adjusted by the National Geodetic Survey in January 1997..
 NQ0508
 NQ0508.The orthometric height was scaled from a topographic map.
 NQ0508
 NQ0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0508
 NQ0508.The geoid height was determined by GEOID03.
 NQ0508
 NQ0508;                    North         East     Units Scale Factor Converg.
 NQ0508;SPC WY E     -   183,122.545   218,683.458   MT  0.99994179   +0 09 06.1
 NQ0508;UTM  13      - 4,666,292.451   504,906.401   MT  0.99960030   +0 02 23.5
 NQ0508
 NQ0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0508!SPC WY E     -   0.99977946  x   0.99994179  =   0.99972126
 NQ0508!UTM  13      -   0.99977946  x   0.99960030  =   0.99937985
 NQ0508
 NQ0508|---------------------------------------------------------------------|
 NQ0508| PID    Reference Object                     Distance      Geod. Az  |
 NQ0508|                                                           dddmmss.s |
 NQ0508| CQ4595 PERCY RM 1                           10.770 METERS 04903     |
 NQ0508| NQ0505 QUINCY                              APPROX. 0.6 KM 0721650.0 |
 NQ0508| CQ4596 PERCY RM 2                           12.201 METERS 26035     |
 NQ0508|---------------------------------------------------------------------|
 NQ0508
 NQ0508                          SUPERSEDED SURVEY CONTROL
 NQ0508
 NQ0508  NAD 83(1986)-  42 08 55.44000(N)    104 56 26.21935(W) AD(       ) 2
 NQ0508  NAD 27      -  42 08 55.54900(N)    104 56 24.31940(W) AD(       ) 2
 NQ0508
 NQ0508.Superseded values are not recommended for survey control.
 NQ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0508.See file dsdata.txt to determine how the superseded data were derived.
 NQ0508
 NQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0490666292(NAD 83)
 NQ0508_MARKER: DS = TRIANGULATION STATION DISK
 NQ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0508
 NQ0508  HISTORY     - Date     Condition        Report By
 NQ0508  HISTORY     - 1963     MONUMENTED       CGS
 NQ0508
 NQ0508                          STATION DESCRIPTION
 NQ0508
 NQ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0508'THE STATION IS LOCATED 6-1/2 MILES NORTH OF WHEATLAND, IN
 NQ0508'THE SW 1/4 OF SECTION 7 T28N R66W AND IN A PASTURE ON PROPERTY
 NQ0508'OWNED BY MR LAYCOCK.
 NQ0508'
 NQ0508'TO REACH THE STATION FROM THE COURTHOUSE IN WHEATLAND, GO
 NQ0508'NORTH ON U.S. HIGHWAY 87 FOR 6.9 MILES TO A CROSSROAD.  TURN
 NQ0508'RIGHT AND GO EAST FOR 0.05 MILE TO A GATE.  PASS THROUGH GATE
 NQ0508'AND GO EAST FOR 0.3 MILE TO A FENCE CORNER.  TURN RIGHT AND
 NQ0508'GO SOUTH ACROSS PASTURE FOR 0.35 MILE TO THE HIGHEST POINT
 NQ0508'OF THE HILL AND THE STATION.
 NQ0508'
 NQ0508'THE STATION MARK IS A STANDARD DISK STAMPED PERCY 1963, SET
 NQ0508'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NQ0508'3-INCHES.  IT IS 9.3 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 NQ0508'
 NQ0508'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PERCY NO 1 1963,
 NQ0508'CEMENTED IN DRILL HOLE IN BEDROCK.  IT IS 33.2 FEET EAST-NORTHEAST
 NQ0508'OF THE WITNESS POST.
 NQ0508'
 NQ0508'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PERCY NO 2 1963,
 NQ0508'CEMENTED IN DRILL HOLE IN BEDROCK.  IT IS 39.5 FEET WEST-SOUTHWEST
 NQ0508'OF THE WITNESS POST.
 NQ0508'
 NQ0508'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK
 NQ0508'DISK STAMPED QUINCY 4703 VABM 1947, SET IN THE TOP OF A
 NQ0508'8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES.  IT
 NQ0508'IS ON THE HIGHEST POINT OF THE KNOLL AND 3.6 FEET SOUTHWEST
 NQ0508'OF THE WITNESS POST.
 NQ0508'
 NQ0508'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST-NORTHEAST
 NQ0508'ACROSS PASTURE FOR 0.55 MILE TO THE HIGHEST POINT OF THE HILL
 NQ0508'AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0514 ***********************************************************************
 MQ0514  DESIGNATION -  PERU
 MQ0514  PID         -  MQ0514
 MQ0514  STATE/COUNTY-  WY/SWEETWATER
 MQ0514  USGS QUAD   -  PERU (1980)
 MQ0514
 MQ0514                         *CURRENT SURVEY CONTROL
 MQ0514  ___________________________________________________________________
 MQ0514* NAD 83(1993)-  41 32 40.71088(N)    109 35 43.27359(W)     ADJUSTED  
 MQ0514* NAVD 88     -      1998.1    (meters)    6555.     (feet)  VERTCON   
 MQ0514  ___________________________________________________________________
 MQ0514  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 MQ0514  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MQ0514
 MQ0514  HORZ ORDER  -  SECOND
 MQ0514
 MQ0514.The horizontal coordinates were established by classical geodetic methods
 MQ0514.and adjusted by the National Geodetic Survey in January 1997..
 MQ0514
 MQ0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0514
 MQ0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0514
 MQ0514.The geoid height was determined by GEOID03.
 MQ0514
 MQ0514;                    North         East     Units Scale Factor Converg.
 MQ0514;SPC WYWC     -   116,349.860   529,468.788   MT  0.99999870   -0 33 38.4
 MQ0514;UTM  12      - 4,600,172.869   617,156.555   MT  0.99976891   +0 55 54.0
 MQ0514
 MQ0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0514!SPC WYWC     -   0.99968904  x   0.99999870  =   0.99968774
 MQ0514!UTM  12      -   0.99968904  x   0.99976891  =   0.99945802
 MQ0514
 MQ0514:                Primary Azimuth Mark                     Grid Az
 MQ0514:SPC WYWC     -  2 BE                                     028 17 44.1
 MQ0514:UTM  12      -  2 BE                                     026 48 11.7
 MQ0514
 MQ0514|---------------------------------------------------------------------|
 MQ0514| PID    Reference Object                     Distance      Geod. Az  |
 MQ0514|                                                           dddmmss.s |
 MQ0514| MQ0251 2 BE                                APPROX. 1.1 KM 0274405.7 |
 MQ0514| MQ0471 AIRWAY BCN 15 4 MI ENE GREEN R      APPROX.17.2 KM 0871957.7 |
 MQ0514| CP6393 PERU RM 1                            18.317 METERS 12410     |
 MQ0514| MQ0497 MICROWAVE STA 4 MI S GREEN R        APPROX.12.2 KM 1283434.1 |
 MQ0514| CP6394 PERU RM 2                            17.238 METERS 20229     |
 MQ0514|---------------------------------------------------------------------|
 MQ0514
 MQ0514                          SUPERSEDED SURVEY CONTROL
 MQ0514
 MQ0514  NAD 83(1986)-  41 32 40.70296(N)    109 35 43.26570(W) AD(       ) 2
 MQ0514  NAD 27      -  41 32 40.83810(N)    109 35 40.76210(W) AD(       ) 2
 MQ0514  NGVD 29 (07/19/86) 1996.8    (m)         6551.     (f) VERT ANG       
 MQ0514
 MQ0514.Superseded values are not recommended for survey control.
 MQ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0514.See file dsdata.txt to determine how the superseded data were derived.
 MQ0514
 MQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM1715700173(NAD 83)
 MQ0514_MARKER: DS = TRIANGULATION STATION DISK
 MQ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0514
 MQ0514  HISTORY     - Date     Condition        Report By
 MQ0514  HISTORY     - 1962     MONUMENTED       CGS
 MQ0514  HISTORY     - 1975     SEE DESCRIPTION  DMA
 MQ0514
 MQ0514                          STATION DESCRIPTION
 MQ0514
 MQ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0514'THE STATION IS NEAR THE NORTH SIDE OF A FLAT TOPPED, SAGE
 MQ0514'BRUSH COVERED MESA THAT IS HIGHER TO THE SOUTH.  IT IS ABOUT
 MQ0514'3/4 MILE SOUTH OF U.S. HIGHWAY 30, 6-1/2 MILES WEST OF GREEN
 MQ0514'RIVER AND 13-1/2 MILES EAST OF LITTLE AMERICA.
 MQ0514'
 MQ0514'TO REACH THE STATION FROM LITTLE AMERICA, GO EAST ON U.S.
 MQ0514'HIGHWAY 30 FOR 8.45 MILES TO A CROSSROAD.  CONTINUE ON HIGHWAY,
 MQ0514'EASTERLY, FOR 4.5 MILES TO WHERE THE HIGHWAY CROSSES OVER
 MQ0514'THE RAILROAD.  CONTINUE EAST ON THE HIGHWAY FOR 0.85 MILE
 MQ0514'TO A CROSSROAD AND 2BE (USGS) MARK IN THE NORTHEAST ANGLE
 MQ0514'OF THE CROSSROAD.  TURN SHARP RIGHT ON PAVED ROAD FOR 0.4
 MQ0514'MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.5 MILE TO THE TOP
 MQ0514'OF THE MESA.  TURN RIGHT, WESTERLY, AND FOLLOW ALONG THE
 MQ0514'NORTH EDGE OF THE MESA FOR 0.3 MILE TO THE STATION.
 MQ0514'
 MQ0514'STATION MARK IS A STANDARD DISK, STAMPED PERU 1962, SET IN
 MQ0514'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 MQ0514'IT IS 4.4 FEET EAST OF A WITNESS POST.
 MQ0514'
 MQ0514'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PERU NO 1 1962,
 MQ0514'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0514'3 INCHES.  IT IS 63 FEET WEST-SOUTHWEST OF THE WITNESS POST
 MQ0514'AND ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0514'
 MQ0514'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PERU NO 2 1962,
 MQ0514'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0514'2 INCHES.  IT IS 54 FEET SOUTH-SOUTHWEST OF THE WITNESS POST
 MQ0514'AND ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0514'
 MQ0514'2 BE IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED 2BE
 MQ0514'1958 6453, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST
 MQ0514'PROJECTING 4 INCHES.  IT IS 86 FEET NORTH OF THE CENTERLINE
 MQ0514'OF U.S. HIGHWAY 30, 213 FEET EAST OF THE CENTERLINE OF STATE
 MQ0514'HIGHWAY 1906 AND 8 FEET NORTH OF A WITNESS POST.
 MQ0514
 MQ0514                          STATION RECOVERY (1975)
 MQ0514
 MQ0514'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (RFA)
 MQ0514'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AS
 MQ0514'DESCRIBED.
 MQ0514'
 MQ0514'REVISED STATION DESCRIPTION--TO REACH THE STATION FROM LITTLE
 MQ0514'AMERICA, GO EAST ON OLD HIGHWAY 30 FOR 8.7 MILES TO A CROSSROAD AND
 MQ0514'4 BE (USGS) ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR 5.5
 MQ0514'MILES TO A T-ROAD, JUNCTION OF LA BARGE ROAD.  TURN RIGHT AND GO
 MQ0514'SOUTH, CROSSING INTERSTATE HIGHWAY 80, FOR 0.2 MILE TO WHERE OLD
 MQ0514'HIGHWAY 30 TURNS LEFT AND 2 BE (USGS) ON THE LEFT.  TURN RIGHT
 MQ0514'AND PROCEED WEST-SOUTHWEST ON GRAVEL ROAD FOR 0.3 MILE TO A FORK.
 MQ0514'TAKE LEFT FORK AND PROCEED FOR 0.5 MILE TO TOP OF MESA.  TURN
 MQ0514'RIGHT AND PROCEED FOR 0.3 MILE ALONG NORTH EDGE OF MESA TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0404 ***********************************************************************
 NR0404  DESIGNATION -  PETE
 NR0404  PID         -  NR0404
 NR0404  STATE/COUNTY-  WY/NATRONA
 NR0404  USGS QUAD   -  BARLOW GAP (1959)
 NR0404
 NR0404                         *CURRENT SURVEY CONTROL
 NR0404  ___________________________________________________________________
 NR0404* NAD 83(1993)-  42 39 21.72083(N)    107 17 57.71518(W)     ADJUSTED  
 NR0404* NAVD 88     -      2195.6    (meters)    7203.     (feet)  VERTCON   
 NR0404  ___________________________________________________________________
 NR0404  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 NR0404  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 NR0404
 NR0404  HORZ ORDER  -  THIRD
 NR0404
 NR0404.The horizontal coordinates were established by classical geodetic methods
 NR0404.and adjusted by the National Geodetic Survey in January 1997..
 NR0404
 NR0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0404
 NR0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0404
 NR0404.The geoid height was determined by GEOID03.
 NR0404
 NR0404;                    North         East     Units Scale Factor Converg.
 NR0404;SPC WYEC     -   339,445.705   402,785.010   MT  0.99993760   +0 01 22.9
 NR0404;UTM  13      - 4,725,182.221   311,536.269   MT  1.00003700   -1 33 30.6
 NR0404
 NR0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0404!SPC WYEC     -   0.99965767  x   0.99993760  =   0.99959529
 NR0404!UTM  13      -   0.99965767  x   1.00003700  =   0.99969465
 NR0404
 NR0404:                Primary Azimuth Mark                     Grid Az
 NR0404:SPC WYEC     -  GOAT                                     344 17 10.4
 NR0404:UTM  13      -  GOAT                                     345 52 03.9
 NR0404
 NR0404|---------------------------------------------------------------------|
 NR0404| PID    Reference Object                     Distance      Geod. Az  |
 NR0404|                                                           dddmmss.s |
 NR0404| NR0405 GOAT                                APPROX. 9.4 KM 3441833.3 |
 NR0404|---------------------------------------------------------------------|
 NR0404
 NR0404                          SUPERSEDED SURVEY CONTROL
 NR0404
 NR0404  NAD 83(1986)-  42 39 21.71151(N)    107 17 57.70946(W) AD(       ) 3
 NR0404  NAD 27      -  42 39 21.86928(N)    107 17 55.48533(W) AD(       ) 3
 NR0404  NGVD 29 (07/19/86) 2194.6    (m)         7200.     (f) VERT ANG       
 NR0404
 NR0404.Superseded values are not recommended for survey control.
 NR0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0404.See file dsdata.txt to determine how the superseded data were derived.
 NR0404
 NR0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH1153625182(NAD 83)
 NR0404
 NR0404  HISTORY     - Date     Condition        Report By
 NR0404  HISTORY     - 1948     MONUMENTED       USGS
 NR0404  HISTORY     - 1957     GOOD             USGS
 NR0404
 NR0404                          STATION DESCRIPTION
 NR0404
 NR0404'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NR0404'RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 NR0404'
 NR0404'STATION IS LOCATED ABOUT 20 MI. NE. OF THREE FORKS, 30 MI. NW. OF
 NR0404'ALCOVA, AND 15 MI. NW. OF INDEPENDENCE ROCK.
 NR0404'
 NR0404'TO REACH FROM POST OFFICE IN ALCOVA, GO SW. ON WYOMING HIGHWAY 220
 NR0404'FOR 19.7 MI. TO SECONDARY RD. ON RIGHT.  TURN RIGHT AND PASS THRU
 NR0404'CATTLEGUARD TO FORK.  TAKE RIGHT FORK (NW.) FOR 3.6 MI. TO
 NR0404'CATTLEGUARD AND FORK.  TAKE RIGHT FORK FOR 3.0 MI. TO CATTLEGUARD.
 NR0404'CONTINUE 1.0 MI. TO CATTLEGUARD.  CONTINUE 3.5 MI. TO BRIDGE.
 NR0404'CONTINUE 0.2 MI. TO CATTLEGUARD.  CONTINUE 0.1 MI. TO FORK.  TAKE
 NR0404'RIGHT FORK 1.1 MI. TO GATE.  GO THRU GATE AND TAKE LEFT FORK S. AND
 NR0404'FOLLOW ALONG ON RIGHT (W.) SIDE OF FENCE 1.4 MI. TO CROSSROADS.  TURN
 NR0404'RIGHT (W.) AND FOLLOW RD. FOR 2.1 MI.  TURN RIGHT AND GO N. 0.6 MI.
 NR0404'CROSS COUNTRY TO END OF TRUCK TRAVEL.  CONTINUE ON FOOT NE. TO TOP
 NR0404'OF HILL AND STATION.
 NR0404'
 NR0404'STATION MARK--A STANDARD TABLET STAMPED ---PETE 1948---, CEMENTED IN
 NR0404'ROCK.
 NR0404'
 NR0404'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED ---PETE NO. 1
 NR0404'1948---, CEMENTED IN ROCK, 44.11 FT. W. OF STATION MARK,
 NR0404'S 89 DEG 48 MIN E.
 NR0404'
 NR0404'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED ---PETE NO. 2
 NR0404'1948---, CEMENTED IN ROCK, 46.36 FT. N. OF STATION MARK,
 NR0404'S 03 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0445 ***********************************************************************
 NR0445  DESIGNATION -  PETE
 NR0445  PID         -  NR0445
 NR0445  STATE/COUNTY-  WY/CARBON
 NR0445  USGS QUAD   -  SAVAGE PEAK (1981)
 NR0445
 NR0445                         *CURRENT SURVEY CONTROL
 NR0445  ___________________________________________________________________
 NR0445* NAD 83(1993)-  42 23 28.98028(N)    107 15 50.80189(W)     ADJUSTED  
 NR0445* NAVD 88     -      1907.0    (meters)    6257.     (feet)  VERTCON   
 NR0445  ___________________________________________________________________
 NR0445  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 NR0445  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 NR0445
 NR0445  HORZ ORDER  -  THIRD
 NR0445
 NR0445.The horizontal coordinates were established by classical geodetic methods
 NR0445.and adjusted by the National Geodetic Survey in January 1997..
 NR0445
 NR0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0445
 NR0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0445
 NR0445.The geoid height was determined by GEOID03.
 NR0445
 NR0445;                    North         East     Units Scale Factor Converg.
 NR0445;SPC WYEC     -   310,051.049   405,699.437   MT  0.99993790   +0 02 48.0
 NR0445;UTM  13      - 4,695,715.690   313,640.564   MT  1.00002732   -1 31 36.8
 NR0445
 NR0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0445!SPC WYEC     -   0.99970297  x   0.99993790  =   0.99964089
 NR0445!UTM  13      -   0.99970297  x   1.00002732  =   0.99973028
 NR0445
 NR0445:                Primary Azimuth Mark                     Grid Az
 NR0445:SPC WYEC     -  NOMAD                                    353 14 16.1
 NR0445:UTM  13      -  NOMAD                                    354 48 40.9
 NR0445
 NR0445|---------------------------------------------------------------------|
 NR0445| PID    Reference Object                     Distance      Geod. Az  |
 NR0445|                                                           dddmmss.s |
 NR0445| NR0446 NOMAD                               APPROX.10.9 KM 3531704.1 |
 NR0445|---------------------------------------------------------------------|
 NR0445
 NR0445                          SUPERSEDED SURVEY CONTROL
 NR0445
 NR0445  NAD 83(1986)-  42 23 28.96815(N)    107 15 50.79446(W) AD(       ) 3
 NR0445  NAD 27      -  42 23 29.11951(N)    107 15 48.57759(W) AD(       ) 3
 NR0445  NGVD 29 (07/19/86) 1906.0    (m)         6253.     (f) VERT ANG       
 NR0445
 NR0445.Superseded values are not recommended for survey control.
 NR0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0445.See file dsdata.txt to determine how the superseded data were derived.
 NR0445
 NR0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1364195716(NAD 83)
 NR0445_MARKER: DD = SURVEY DISK
 NR0445_SETTING: 0 = UNSPECIFIED SETTING
 NR0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0445
 NR0445  HISTORY     - Date     Condition        Report By
 NR0445  HISTORY     - 1951     MONUMENTED       USGS
 NR0445
 NR0445                          STATION DESCRIPTION
 NR0445
 NR0445'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0445'STATION IS LOCATED ABOUT 2 MI. N. AND 9 MI. E. OF MUDDY GAP, WYOMING,
 NR0445'ON S. TIP OF LOW GRASSY RIDGE.
 NR0445'
 NR0445'TO REACH FROM MUDDY GAP, PROCEED NE. ALONG STATE HIGHWAY 220 8.3 MI.
 NR0445'TO RANCH RD., THENCE RIGHT EASTERLY ALONG SUN RANCH RD. TO GATE.
 NR0445'STATION LIES ABOUT 800 FT. NE. OF GATE AND ABOUT 120 FT. N. OF RD.
 NR0445'ON TIP OF RIDGE.
 NR0445'
 NR0445'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 6 IN.
 NR0445'ABOVE GROUND, STAMPED ---LFR-PETE 1951---.
 NR0445'
 NR0445'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0419 ***********************************************************************
 PX0419  DESIGNATION -  PETE
 PX0419  PID         -  PX0419
 PX0419  STATE/COUNTY-  WY/PARK
 PX0419  USGS QUAD   -  DEVILS TOOTH (1991)
 PX0419
 PX0419                         *CURRENT SURVEY CONTROL
 PX0419  ___________________________________________________________________
 PX0419* NAD 83(1993)-  44 17 25.77295(N)    109 13 01.93912(W)     ADJUSTED  
 PX0419* NAVD 88     -      3336.1    (meters)   10945.     (feet)  VERTCON   
 PX0419  ___________________________________________________________________
 PX0419  LAPLACE CORR-         -18.63  (seconds)                    DEFLEC99
 PX0419  GEOID HEIGHT-          -9.58  (meters)                     GEOID03
 PX0419
 PX0419  HORZ ORDER  -  THIRD
 PX0419
 PX0419.The horizontal coordinates were established by classical geodetic methods
 PX0419.and adjusted by the National Geodetic Survey in January 1997..
 PX0419
 PX0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0419
 PX0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0419
 PX0419.The geoid height was determined by GEOID03.
 PX0419
 PX0419;                    North         East     Units Scale Factor Converg.
 PX0419;SPC WYWC     -   421,131.557   562,712.877   MT  0.99995459   -0 19 34.5
 PX0419;UTM  12      - 4,905,683.519   642,235.353   MT  0.99984881   +1 14 42.5
 PX0419
 PX0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0419!SPC WYWC     -   0.99947867  x   0.99995459  =   0.99943328
 PX0419!UTM  12      -   0.99947867  x   0.99984881  =   0.99932756
 PX0419
 PX0419:                Primary Azimuth Mark                     Grid Az
 PX0419:SPC WYWC     -  MARQUETTE 2                              239 14 31.7
 PX0419:UTM  12      -  MARQUETTE 2                              237 40 14.7
 PX0419
 PX0419|---------------------------------------------------------------------|
 PX0419| PID    Reference Object                     Distance      Geod. Az  |
 PX0419|                                                           dddmmss.s |
 PX0419| PX0436 MARQUETTE 2                         APPROX. 4.1 KM 2385457.2 |
 PX0419|---------------------------------------------------------------------|
 PX0419
 PX0419                          SUPERSEDED SURVEY CONTROL
 PX0419
 PX0419  NAD 83(1986)-  44 17 25.76293(N)    109 13 01.93019(W) AD(       ) 3
 PX0419  NAD 27      -  44 17 25.92899(N)    109 12 59.40370(W) AD(       ) 3
 PX0419  NGVD 29 (07/19/86) 3334.7    (m)        10941.     (f) VERT ANG       
 PX0419
 PX0419.Superseded values are not recommended for survey control.
 PX0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0419.See file dsdata.txt to determine how the superseded data were derived.
 PX0419
 PX0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4223505684(NAD 83)
 PX0419_MARKER: DD = SURVEY DISK
 PX0419_SETTING: 80 = SET IN A BOULDER
 PX0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0419+STABILITY: SURFACE MOTION
 PX0419
 PX0419  HISTORY     - Date     Condition        Report By
 PX0419  HISTORY     - 1954     MONUMENTED       USGS
 PX0419
 PX0419                          STATION DESCRIPTION
 PX0419
 PX0419'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0419'STATION IS ABOUT 8 MI. W. AND 10 MI. S. OF CODY, WYOMING, ON TOP OF
 PX0419'HIGH BLUFF WHICH FORMS THE N. END OF CARTER MOUNTAIN.
 PX0419'
 PX0419'TO REACH FROM MEETEETSE GO SW. ON STATE SECTION RD. 206 FOR 12.1 MI.
 PX0419'TO END OF PAVEMENT, KEEPING STRAIGHT AHEAD, KEEPING ON S. SIDE OF THE
 PX0419'GREYBULL RIVER AT HEADQUARTERS OF PITCHFORK RANCH, GO TOWARDS
 PX0419'HOMESTEAD RANCH TO FORK 20.3 MI. FROM MEETEETSE AND ABOUT 1.8 MI.
 PX0419'ABOVE HEADQUARTERS OF PITCHFORK RANCH.  TAKE RIGHT FORK KEEPING ON N.
 PX0419'SIDE OF PICKETT CREEK 7.4 MI. TO DIM TRACK RD. AT FOREST SERVICE SIGN
 PX0419'---ENTERING SHOSHONE NATIONAL FOREST--- GO RIGHT UP STEEP GRADES 6.3
 PX0419'MI. TO TOP OF PASS AND DIM FORK.  TAKE LEFT FORK DOWN INTO MEETEETSE
 PX0419'CREEK 1.2 MI. TO CABIN.  FROM HERE CROSS MEETEETSE CREEK IT IS
 PX0419'POSSIBLE TO MANEUVER A SMALL JEEP ALONG THE N. SIDE OF MEETEETSE
 PX0419'CREEK ABOUT 1.5 MI. TO DESTROYED CABIN, THEN N. FOLLOWING HORSE TRAIL
 PX0419'FOR ABOUT 1.5 MI. TO END OF TRUCK TRAVEL.  THEN PACK ENE. TO THE LAST
 PX0419'HIGH PEAK TO THE E. AND STATION SITE.
 PX0419'
 PX0419'STATION MARK - BRONZE USGS TRIANGULATION TABLET CEMENTED IN AN
 PX0419'OUTCROPPING BOULDER STAMPED ---PETE 1954---.
 PX0419'
 PX0419'REFERENCE MARKS - NONE.
 PX0419'
 PX0419'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN BOULDER 11.1
 PX0419'FT. FROM STATION, N 48 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0642 ***********************************************************************
 NQ0642  DESIGNATION -  PETRIFIED
 NQ0642  PID         -  NQ0642
 NQ0642  STATE/COUNTY-  WY/CONVERSE
 NQ0642  USGS QUAD   -  GILBERT LAKE (1949)
 NQ0642
 NQ0642                         *CURRENT SURVEY CONTROL
 NQ0642  ___________________________________________________________________
 NQ0642* NAD 83(1993)-  42 56 08.04871(N)    105 35 59.63710(W)     ADJUSTED  
 NQ0642* NAVD 88     -      1638.5    (meters)    5376.     (feet)  VERTCON   
 NQ0642  ___________________________________________________________________
 NQ0642  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 NQ0642  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NQ0642
 NQ0642  HORZ ORDER  -  SECOND
 NQ0642
 NQ0642.The horizontal coordinates were established by classical geodetic methods
 NQ0642.and adjusted by the National Geodetic Survey in January 1997..
 NQ0642
 NQ0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0642
 NQ0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0642
 NQ0642.The geoid height was determined by GEOID03.
 NQ0642
 NQ0642;                    North         East     Units Scale Factor Converg.
 NQ0642;SPC WY E     -   270,587.525   164,639.097   MT  0.99995288   -0 17 42.4
 NQ0642;UTM  13      - 4,753,834.446   451,052.080   MT  0.99962947   -0 24 31.1
 NQ0642
 NQ0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0642!SPC WY E     -   0.99974538  x   0.99995288  =   0.99969827
 NQ0642!UTM  13      -   0.99974538  x   0.99962947  =   0.99937494
 NQ0642
 NQ0642|---------------------------------------------------------------------|
 NQ0642| PID    Reference Object                     Distance      Geod. Az  |
 NQ0642|                                                           dddmmss.s |
 NQ0642| CQ4601 PETRIFIED RM 2                        7.724 METERS 09424     |
 NQ0642| CQ4298 PETRIFIED RM COPPER PLUG                           1161216.8 |
 NQ0642| CQ4600 PETRIFIED RM 1                        6.299 METERS 35601     |
 NQ0642|---------------------------------------------------------------------|
 NQ0642
 NQ0642                          SUPERSEDED SURVEY CONTROL
 NQ0642
 NQ0642  NAD 83(1986)-  42 56 08.02928(N)    105 35 59.62101(W) AD(       ) 2
 NQ0642  NAD 27      -  42 56 08.15200(N)    105 35 57.64700(W) AD(       ) 2
 NQ0642  NGVD 29 (07/19/86) 1637.6    (m)         5373.     (f) VERT ANG       
 NQ0642
 NQ0642.Superseded values are not recommended for survey control.
 NQ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0642.See file dsdata.txt to determine how the superseded data were derived.
 NQ0642
 NQ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5105253834(NAD 83)
 NQ0642_MARKER: DD = SURVEY DISK
 NQ0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0642
 NQ0642  HISTORY     - Date     Condition        Report By
 NQ0642  HISTORY     - 1947     MONUMENTED       USGS
 NQ0642  HISTORY     - 1948     GOOD             USGS
 NQ0642
 NQ0642                          STATION DESCRIPTION
 NQ0642
 NQ0642'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0642'THE STATION IS LOCATED ABOUT 15 MILES AIRLINE NORTHWEST OF
 NQ0642'DOUGLAS ON THE EASTERN END OF A FLAT TOPPED MESA.  THE STATION
 NQ0642'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN AN 8 INCH
 NQ0642'SQUARE CONCRETE POST, SET FLUSH ON THE HIGHEST POINT OF MESA.
 NQ0642'IT IS STAMPED, 1947 PETRIFIED.
 NQ0642'
 NQ0642'REFERENCE MARK NO. 1 PROJECTS 2 INCHES, IS THE SAME ELEVATION
 NQ0642'AS THE STATION MARK AND IS STAMPED, PETRIFIED NO 1 1948.
 NQ0642'
 NQ0642'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS 1 FOOT LOWER THAN
 NQ0642'THE STATION MARK AND IS STAMPED, PETRIFIED NO 2 1948.
 NQ0642'
 NQ0642'THE AZIMUTH MARK IS A U.S.G.S. B.M., A COPPER PLUG SET IN A
 NQ0642'4-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 NQ0642'SET 100 FEET EAST OF A ROAD, 2 FEET WEST OF A WIRE FENCE AND
 NQ0642'2 FEET WEST OF A WHITE WITNESS POST WHICH IS STENCILED, USBM
 NQ0642'5100.6 THE MARK IS STAMPED, USGS BM..
 NQ0642'
 NQ0642'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DOUGLAS.
 NQ0642'GO WEST ON U.S. HIGHWAY 20.  2.5 MILES TO A ROAD RIGHT.  TURN
 NQ0642'RIGHT, GO 2.4 MILES TO A ROAD LEFT JUST BEFORE REACHING
 NQ0642'RAILROAD TRACKS.  TURN LEFT, GO 3.4 MILES TO A FORK.  TURN
 NQ0642'RIGHT, GO ACROSS RAILROAD TRACKS, FOLLOW MAIN ROAD 1.8 MILE
 NQ0642'TO A ROAD LEFT JUST AFTER PASSING AN UNDERPASS.  KEEP TO
 NQ0642'RIGHT 6.0 MILES TO A WINDMILL ON LEFT.  CONTINUE 0.8 MILE TO
 NQ0642'AZIMUTH MARK ON RIGHT AND A GATE ON LEFT.  TURN LEFT PASS
 NQ0642'THROUGH GATE, GO 1.9 MILES TO A ROAD RIGHT.  TURN RIGHT
 NQ0642'FOLLOW ROAD 0.7 MILE THEN TURN RIGHT UP STEEP SLOPE TO TOP,
 NQ0642'THENCE LEFT 0.1 MILE TO HIGHEST POINT AND STATION.  A
 NQ0642'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1348 ***********************************************************************
 MO1348  CBN         -  This is a Cooperative Base Network Control Station.
 MO1348  DESIGNATION -  PHIPPIN
 MO1348  PID         -  MO1348
 MO1348  STATE/COUNTY-  WY/LARAMIE
 MO1348  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO1348
 MO1348                         *CURRENT SURVEY CONTROL
 MO1348  ___________________________________________________________________
 MO1348* NAD 83(1993)-  41 06 07.80286(N)    104 51 05.72109(W)     ADJUSTED  
 MO1348* NAVD 88     -      1893.3    (meters)    6212.     (feet)  GPS OBS   
 MO1348  ___________________________________________________________________
 MO1348  X           -  -1,234,048.150 (meters)                     COMP
 MO1348  Y           -  -4,653,714.330 (meters)                     COMP
 MO1348  Z           -   4,172,213.741 (meters)                     COMP
 MO1348  LAPLACE CORR-         -11.30  (seconds)                    DEFLEC99
 MO1348  ELLIP HEIGHT-        1877.23  (meters)          (02/28/01) GPS OBS
 MO1348  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 MO1348
 MO1348  HORZ ORDER  -  B
 MO1348  ELLP ORDER  -  SECOND    CLASS I
 MO1348
 MO1348.The horizontal coordinates were established by GPS observations
 MO1348.and adjusted by the National Geodetic Survey in October 1994..
 MO1348
 MO1348.The orthometric height was determined by GPS observations and a
 MO1348.high-resolution geoid model.
 MO1348
 MO1348.Photographs are available for this station.
 MO1348
 MO1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO1348
 MO1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1348
 MO1348.The ellipsoidal height was determined by GPS observations
 MO1348.and is referenced to NAD 83.
 MO1348
 MO1348.The geoid height was determined by GEOID03.
 MO1348
 MO1348;                    North         East     Units Scale Factor Converg.
 MO1348;SPC WY E     -    66,914.398   226,466.489   MT  0.99994612   +0 12 25.7
 MO1348;UTM  13      - 4,550,109.331   512,462.285   MT  0.99960191   +0 05 51.2
 MO1348
 MO1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1348!SPC WY E     -   0.99970563  x   0.99994612  =   0.99965176
 MO1348!UTM  13      -   0.99970563  x   0.99960191  =   0.99930765
 MO1348
 MO1348                          SUPERSEDED SURVEY CONTROL
 MO1348
 MO1348  ELLIP H (10/19/94) 1877.26   (m)                       GP(       ) 4 1
 MO1348
 MO1348.Superseded values are not recommended for survey control.
 MO1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1348.See file dsdata.txt to determine how the superseded data were derived.
 MO1348
 MO1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1246250109(NAD 83)
 MO1348_MARKER: I = METAL ROD
 MO1348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO1348_SP_SET: STAINLESS STEEL ROD
 MO1348_STAMPING: PHIPPIN 1993
 MO1348_MARK LOGO: NGS   
 MO1348_PROJECTION: FLUSH
 MO1348_MAGNETIC: I = MARKER IS A STEEL ROD
 MO1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO1348+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 MO1348_ROD/PIPE-DEPTH: 1.2  meters
 MO1348
 MO1348  HISTORY     - Date     Condition        Report By
 MO1348  HISTORY     - 1993     MONUMENTED       NGS
 MO1348  HISTORY     - 19991104 GOOD             NGS
 MO1348  HISTORY     - 20010722 GOOD             NGS
 MO1348  HISTORY     - 20050421 GOOD             GEOCAC
 MO1348  HISTORY     - 20050506 GOOD             WYGFD
 MO1348
 MO1348                          STATION DESCRIPTION
 MO1348
 MO1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 MO1348'5 KM (3.10 MI) SW FROM CHEYENNE.
 MO1348'STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTHWEST OF CHEYENNE, 1.5 KM
 MO1348'(0.95 MI) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAYS 25 AND 80, IN
 MO1348'THE FRANK NORRIS, JR TRAVEL CENTER, ON A GRASSY KNOLL BETWEEN THE
 MO1348'HIGHWAY RIGHT-OF-WAY FENCE AND THE ENTRANCE ROAD TO THE TRAVEL
 MO1348'CENTER, ABOUT 125 M (410.1 FT) WEST OF THE HIGHWAY.
 MO1348'OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION.
 MO1348'
 MO1348'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 25
 MO1348'AND COLLEGE DRIVE (EXIT 7, FIRST EXIT SOUTH OF THE JUNCTION OF
 MO1348'HIGHWAYS 25 AND 80), GO WEST ON COLLEGE DRIVE FOR 0.19 KM (0.10 MI)
 MO1348'TO A CROSSROAD.  TURN RIGHT, NORTH, DOWNGRADE, ON ETCHAPARE DRIVE FOR
 MO1348'0.45 KM (0.25 MI) TO A FORK AT TRAFFIC ISLAND.  TURN RIGHT, EASTERLY,
 MO1348'ON TRACK ROAD, KEEPING SOUTH OF PINE TREES, FOR 0.05 KM (0.05 MI) TO
 MO1348'THE HIGHWAY RIGHT-OF-WAY FENCE.  TURN RIGHT, NORTH, UPGRADE, ALONG
 MO1348'FENCE FOR 0.13 KM (0.10 MI) TO HIGH GROUND AND STATION ON THE RIGHT.
 MO1348'
 MO1348'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 MO1348'ENCASED IN A GREASE FILLED SLEEVE WITH LOGO CAP SURROUNDED BY CONCRETE
 MO1348'FLUSH WITH THE GROUND. IT IS 16.2 M (53.1 FT) WEST OF A SPLIT RAIL
 MO1348'FENCE, 14.3 M (46.9 FT) NORTHWEST OF A UTILITY POLE, 30.5 M (100.1 FT)
 MO1348'NORTHEAST OF THE ENTRANCE ROAD CENTER, 12.9 M (42.3 FT) SOUTHEAST OF
 MO1348'THE TOP CENTER OF THE JOHN M. PHIPPIN MEMORIAL, AND 1.0 M (3.3 FT)
 MO1348'SOUTH OF A FIBERGLASS WITNESS POST.
 MO1348'THE MARK IS 1.00 METERS  W FROM A WITNESS POST.
 MO1348'THE MARK IS LEVEL WITH GROUND.
 MO1348
 MO1348                          STATION RECOVERY (1999)
 MO1348
 MO1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MO1348'RECOVERED AS DESCRIBED.
 MO1348
 MO1348                          STATION RECOVERY (2001)
 MO1348
 MO1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 MO1348'RECOVERD AS DESCRIBED AND WITH RESPECT.
 MO1348
 MO1348                          STATION RECOVERY (2005)
 MO1348
 MO1348'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 MO1348'RECOVERED IN GOOD CONDITION.
 MO1348
 MO1348                          STATION RECOVERY (2005)
 MO1348
 MO1348'RECOVERY NOTE BY WYOMING GAME AND FISH DEPARTMENT 2005 (RED)
 MO1348'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0644 ***********************************************************************
 NQ0644  DESIGNATION -  PHONE
 NQ0644  PID         -  NQ0644
 NQ0644  STATE/COUNTY-  WY/CONVERSE
 NQ0644  USGS QUAD   -  GILBERT LAKE (1949)
 NQ0644
 NQ0644                         *CURRENT SURVEY CONTROL
 NQ0644  ___________________________________________________________________
 NQ0644* NAD 83(1993)-  42 52 57.00424(N)    105 34 43.97469(W)     ADJUSTED  
 NQ0644* NAVD 88     -      1578.9    (meters)    5180.     (feet)  VERTCON   
 NQ0644  ___________________________________________________________________
 NQ0644  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 NQ0644  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0644
 NQ0644  HORZ ORDER  -  THIRD
 NQ0644
 NQ0644.The horizontal coordinates were established by classical geodetic methods
 NQ0644.and adjusted by the National Geodetic Survey in January 1997..
 NQ0644
 NQ0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0644
 NQ0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0644
 NQ0644.The geoid height was determined by GEOID03.
 NQ0644
 NQ0644;                    North         East     Units Scale Factor Converg.
 NQ0644;SPC WY E     -   264,683.896   166,325.680   MT  0.99995145   -0 16 49.8
 NQ0644;UTM  13      - 4,747,929.400   452,726.425   MT  0.99962749   -0 23 38.2
 NQ0644
 NQ0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0644!SPC WY E     -   0.99975470  x   0.99995145  =   0.99970617
 NQ0644!UTM  13      -   0.99975470  x   0.99962749  =   0.99938229
 NQ0644
 NQ0644:                Primary Azimuth Mark                     Grid Az
 NQ0644:SPC WY E     -  MORPHA                                   095 47 34.1
 NQ0644:UTM  13      -  MORPHA                                   095 54 22.5
 NQ0644
 NQ0644|---------------------------------------------------------------------|
 NQ0644| PID    Reference Object                     Distance      Geod. Az  |
 NQ0644|                                                           dddmmss.s |
 NQ0644| NQ0641 MORPHA                              APPROX. 5.0 KM 0953044.3 |
 NQ0644|---------------------------------------------------------------------|
 NQ0644
 NQ0644                          SUPERSEDED SURVEY CONTROL
 NQ0644
 NQ0644  NAD 83(1986)-  42 52 56.98497(N)    105 34 43.95949(W) AD(       ) 3
 NQ0644  NAD 27      -  42 52 57.10620(N)    105 34 41.98778(W) AD(       ) 3
 NQ0644  NGVD 29 (07/19/86) 1578.0    (m)         5177.     (f) VERT ANG       
 NQ0644
 NQ0644.Superseded values are not recommended for survey control.
 NQ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0644.See file dsdata.txt to determine how the superseded data were derived.
 NQ0644
 NQ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5272647929(NAD 83)
 NQ0644_MARKER: DD = SURVEY DISK
 NQ0644_SETTING: 0 = UNSPECIFIED SETTING
 NQ0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0644
 NQ0644  HISTORY     - Date     Condition        Report By
 NQ0644  HISTORY     - 1947     MONUMENTED       USGS
 NQ0644
 NQ0644                          STATION DESCRIPTION
 NQ0644
 NQ0644'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0644'LOCATED ABOUT 5.0 MI. NW. OF ORPHA, IN THE W. PART OF SECTION 35,
 NQ0644'T 34 N, R 73 W, ON A PROMINENT HILL ABOUT 1 MI. W. OF A DRY WASH
 NQ0644'(SAGE CREEK).
 NQ0644'
 NQ0644'TO REACH STATION FROM DOUGLAS, GO W. ON U.S. HIGHWAY NO. 87 AND 20,
 NQ0644'FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD CROSSING, FOR 2.9
 NQ0644'MI. TO RD. FORK TO ROSS, TAKE RIGHT FORK (ROSS RD.) AND GO N. AND NW.
 NQ0644'ALONG ROSS RD. FOR 7.8 MI. TO BRIDGE OVER NORTH PLATTE RIVER NEAR
 NQ0644'ORPHA, PASS UNDER RAILROAD OVERPASS AND CONTINUE ON ROSS RD. FOR 4.0
 NQ0644'MI. TO A GATE AND FIELD RD. ON LEFT (W.) SIDE OF RD., TURN LEFT AND
 NQ0644'GO W. THROUGH GATE FOR 0.8 MI. TO A GATE IN NW.-SE. FENCE, GO THROUGH
 NQ0644'GATE AND CONTINUE W. 0.7 MI. TO A DRY WASH, CONTINUE W. ACROSS WASH
 NQ0644'FOR 0.5 MI., TURN LEFT, LEAVING THE RD., AND GO S. 0.5 MI. TO TOP OF
 NQ0644'HILL AND STATION.
 NQ0644'
 NQ0644'STATION MARK--STANDARD TABLET STAMPED ---PHONE 1947--- AND SET IN TOP
 NQ0644'OF A CONCRETE MONUMENT PROJECTING 3 IN. ABOVE THE GROUND.
 NQ0644'
 NQ0644'REFERENCE MARKS--STANDARD REFERENCE TABLETS SET IN THE TOP OF CONCRETE
 NQ0644'MONUMENTS PROJECTING 3 IN. ABOVE THE GROUND.
 NQ0644'
 NQ0644'NO. 1--STAMPED ---PHONE NO 1 1947--- AND 60.05 FT. NW. OF STATION,
 NQ0644'S 22 DEG 21 MIN E.
 NQ0644'
 NQ0644'NO. 2--STAMPED ---PHONE NO 2 1947--- AND 106.63 FT. SW. OF STATION,
 NQ0644'N 48 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0431 ***********************************************************************
 PX0431  DESIGNATION -  PICKETT
 PX0431  PID         -  PX0431
 PX0431  STATE/COUNTY-  WY/PARK
 PX0431  USGS QUAD   -  ALDRICH BASIN (1991)
 PX0431
 PX0431                         *CURRENT SURVEY CONTROL
 PX0431  ___________________________________________________________________
 PX0431* NAD 83(1993)-  44 11 49.74648(N)    109 24 40.74068(W)     ADJUSTED  
 PX0431* NAVD 88     -      3757.     (meters)   12326.     (feet)  SCALED    
 PX0431  ___________________________________________________________________
 PX0431  LAPLACE CORR-          -7.43  (seconds)                    DEFLEC99
 PX0431  GEOID HEIGHT-          -8.32  (meters)                     GEOID03
 PX0431
 PX0431  HORZ ORDER  -  SECOND
 PX0431
 PX0431.The horizontal coordinates were established by classical geodetic methods
 PX0431.and adjusted by the National Geodetic Survey in January 1997..
 PX0431
 PX0431.The orthometric height was scaled from a topographic map.
 PX0431
 PX0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0431
 PX0431.The geoid height was determined by GEOID03.
 PX0431
 PX0431;                    North         East     Units Scale Factor Converg.
 PX0431;SPC WYWC     -   410,866.989   547,137.516   MT  0.99997186   -0 27 39.7
 PX0431;UTM  12      - 4,894,997.550   626,949.214   MT  0.99979821   +1 06 27.6
 PX0431
 PX0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0431!SPC WYWC     -   0.99941260  x   0.99997186  =   0.99938448
 PX0431!UTM  12      -   0.99941260  x   0.99979821  =   0.99921093
 PX0431
 PX0431                          SUPERSEDED SURVEY CONTROL
 PX0431
 PX0431  NAD 83(1986)-  44 11 49.73661(N)    109 24 40.73020(W) AD(       ) 2
 PX0431  NAD 27      -  44 11 49.91900(N)    109 24 38.16500(W) AD(       ) 2
 PX0431
 PX0431.Superseded values are not recommended for survey control.
 PX0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0431.See file dsdata.txt to determine how the superseded data were derived.
 PX0431
 PX0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP2694994998(NAD 83)
 PX0431_MARKER: Z = SEE DESCRIPTION
 PX0431_SETTING: 80 = SET IN A BOULDER
 PX0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0431+STABILITY: SURFACE MOTION
 PX0431
 PX0431  HISTORY     - Date     Condition        Report By
 PX0431  HISTORY     - 1950     MONUMENTED       USGS
 PX0431
 PX0431                          STATION DESCRIPTION
 PX0431
 PX0431'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 PX0431'PICKETT (USGS) IS A COPPER PLUG SET IN A BOULDER AND STAMPED
 PX0431'USGS.
 PX0431'
 PX0431'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 120 AND THE
 PX0431'PITCHFORK ROAD IN MEETEETSE, GO WEST ON THE PITCHFORK ROAD
 PX0431'FOR 10.7 MILES TO END OF PAVEMENT AND A FORK.  TAKE RIGHT FORK FOR
 PX0431'0.2 MILE TO A FORK JUST BEFORE CROSSING BRIDGE OVER GREYBULL
 PX0431'RIVER.  TAKE THE LEFT FORK AND GO 1.4 MILES TO ROAD PASSING
 PX0431'THROUGH RANCH YARD.  CONTINUE ON MAIN ROAD FOR 3.7 MILES TO A
 PX0431'FORK AT A BRIDGE.  KEEP RIGHT FORK ACROSS THE BRIDGE FOR 0.2
 PX0431'MILE TO A FORK AT THE PITCHFORK RANCH BUILDINGS.  TAKE LEFT
 PX0431'FORK AND PASS TO THE LEFT OF ALL THE BUILDINGS FOR 0.3 MILE
 PX0431'TO A FORK.  KEEP THE RIGHT FORK FOR 0.2 MILE TO SOME MORE
 PX0431'RANCH BUILDINGS.  CONTINUE UP THE BLUFF ON MAIN ROAD FOR
 PX0431'0.3 MILE TO A GATE IN EAST-WEST FENCE LINE AND 3 FORKS JUST
 PX0431'AFTER PASSING THROUGH GATE.  TAKE THE LEFT FORK FOLLOWING
 PX0431'ROAD NORTHWESTERLY FOR 1.55 MILES TO AN IRON GATE AT
 PX0431'FENCE CORNER.  CONTINUE WEST ON MAIN ROAD FOR 3.85 MILES TO A
 PX0431'FORK.  KEEP THE LEFT FORK, WESTERLY, FOR 1.6 MILES TO A GATE
 PX0431'AND A SIGN SHOSHONE NATIONAL FOREST BOUNDARY.  PASS
 PX0431'THROUGH GATE AND GO 0.2 MILE TO ANOTHER GATE.  PASS THROUGH
 PX0431'GATE AND CONTINUE ON MAIN ROAD FOR 1.8 MILES TO END OF
 PX0431'TRUCK TRAVEL JUST AFTER PASSING CABIN.  FROM END OF
 PX0431'TRUCK TRAVEL.  CONTINUE ON TRAIL UP PICKETT CREEK FOR 1/2
 PX0431'HOUR ON HORSE BACK TO A FORK IN THE CREEK, WITH HIGH RIDGE
 PX0431'BETWEEN THE CREEKS.  TAKE THE LEFT FORK AND FOLLOW AONG
 PX0431'THE RIGHT SIDE OF THE CREEK FOR 3 HOURS TO THE HEAD OF THE
 PX0431'CANYON AND CREEK AND THE END OF HORSE BACK RIDING.
 PX0431'FROM HERE A PACK HORSE CAN BE LED UP A GRASSY SLOPE ON THE
 PX0431'LEFT WHICH IS VERY STEEP TO TOP OF RIDGE.  THEN RIGHT ALONG
 PX0431'RIDGE TO HIGHEST POINT AND THE STATION, ABOUT 2
 PX0431'1/2-HOURS WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0377 ***********************************************************************
 OW0377  DESIGNATION -  PICKETTS
 OW0377  PID         -  OW0377
 OW0377  STATE/COUNTY-  WY/FREMONT
 OW0377  USGS QUAD   -  KISINGER LAKES (1991)
 OW0377
 OW0377                         *CURRENT SURVEY CONTROL
 OW0377  ___________________________________________________________________
 OW0377* NAD 83(1993)-  43 42 44.88532(N)    109 53 23.14136(W)     ADJUSTED  
 OW0377* NAVD 88     -      2910.4    (meters)    9549.     (feet)  VERTCON   
 OW0377  ___________________________________________________________________
 OW0377  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 OW0377  GEOID HEIGHT-          -7.74  (meters)                     GEOID03
 OW0377
 OW0377  HORZ ORDER  -  THIRD
 OW0377
 OW0377.The horizontal coordinates were established by classical geodetic methods
 OW0377.and adjusted by the National Geodetic Survey in January 1997..
 OW0377
 OW0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0377
 OW0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0377
 OW0377.The geoid height was determined by GEOID03.
 OW0377
 OW0377;                    North         East     Units Scale Factor Converg.
 OW0377;SPC WYWC     -   357,435.174   508,149.209   MT  1.00004123   -0 47 15.6
 OW0377;SPC WY W     -   456,822.024   815,599.469   MT  0.99994049   +0 08 01.6
 OW0377;UTM  12      - 4,840,536.988   589,441.389   MT  0.99969840   +0 46 02.2
 OW0377
 OW0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0377!SPC WYWC     -   0.99954504  x   1.00004123  =   0.99958626
 OW0377!SPC WY W     -   0.99954504  x   0.99994049  =   0.99948556
 OW0377!UTM  12      -   0.99954504  x   0.99969840  =   0.99924358
 OW0377
 OW0377:                Primary Azimuth Mark                     Grid Az
 OW0377:SPC WYWC     -  LONG                                     183 05 46.0
 OW0377:SPC WY W     -  LONG                                     182 10 28.8
 OW0377:UTM  12      -  LONG                                     181 32 28.2
 OW0377
 OW0377|---------------------------------------------------------------------|
 OW0377| PID    Reference Object                     Distance      Geod. Az  |
 OW0377|                                                           dddmmss.s |
 OW0377| OW0378 LONG                                APPROX. 8.1 KM 1821830.4 |
 OW0377|---------------------------------------------------------------------|
 OW0377
 OW0377                          SUPERSEDED SURVEY CONTROL
 OW0377
 OW0377  NAD 83(1986)-  43 42 44.87425(N)    109 53 23.12946(W) AD(       ) 3
 OW0377  NAD 27      -  43 42 45.05292(N)    109 53 20.50966(W) AD(       ) 3
 OW0377  NGVD 29 (07/19/86) 2909.0    (m)         9544.     (f) VERT ANG       
 OW0377
 OW0377.Superseded values are not recommended for survey control.
 OW0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0377.See file dsdata.txt to determine how the superseded data were derived.
 OW0377
 OW0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP8944140537(NAD 83)
 OW0377_MARKER: DD = SURVEY DISK
 OW0377_SETTING: 66 = SET IN ROCK OUTCROP
 OW0377_SP_SET: SET IN ROCK OUTCROP
 OW0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0377+STABILITY: POSITION/ELEVATION WELL
 OW0377
 OW0377  HISTORY     - Date     Condition        Report By
 OW0377  HISTORY     - 1954     MONUMENTED       USGS
 OW0377
 OW0377                          STATION DESCRIPTION
 OW0377
 OW0377'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0377'STATION IS LOCATED ABOUT 3 MI. AIR W. OF DU NOIR CREEK ABOUT 5 MI. AIR
 OW0377'N. OF WIND RIVER.
 OW0377'
 OW0377'TO REACH FROM DUBOIS, WYOMING GO W. ON U.S. 287 9.5 MI. TO GRAVEL RD.
 OW0377'TAKING OFF TO THE RIGHT THRU A CATTLEGUARD UP DU NOIR CREEK,  TAKE
 OW0377'THIS RD. KEEPING TO MAIN TRAVELED RD. 8.1 MI. ALONG SIDE OF CREEK TO
 OW0377'C.W. PICKETT RANCH AND END OF TRUCK TRAVEL.  STATION WAS REACHED BY
 OW0377'HORSE FROM PICKETT RANCH IN 2 HOURS.
 OW0377'
 OW0377'STATION MARK - STANDARD TABLET SET IN PLACED ROCK AND STAMPED
 OW0377'---PICKETTS 1954---.
 OW0377'
 OW0377'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0836 ***********************************************************************
 OX0836  DESIGNATION -  PICTURE POINT 6
 OX0836  PID         -  OX0836
 OX0836  STATE/COUNTY-  WY/TETON
 OX0836  USGS QUAD   -  GRAND TETON (1968)
 OX0836
 OX0836                         *CURRENT SURVEY CONTROL
 OX0836  ___________________________________________________________________
 OX0836* NAD 83(1993)-  43 37 38.82624(N)    110 50 05.25276(W)     ADJUSTED  
 OX0836* NAVD 88     -      3011.6    (meters)    9881.     (feet)  VERTCON   
 OX0836  ___________________________________________________________________
 OX0836  LAPLACE CORR-         -12.67  (seconds)                    DEFLEC99
 OX0836  GEOID HEIGHT-          -9.16  (meters)                     GEOID03
 OX0836
 OX0836  HORZ ORDER  -  THIRD
 OX0836
 OX0836.The horizontal coordinates were established by classical geodetic methods
 OX0836.and adjusted by the National Geodetic Survey in January 1997..
 OX0836
 OX0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0836
 OX0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0836
 OX0836.The geoid height was determined by GEOID03.
 OX0836
 OX0836;                    North         East     Units Scale Factor Converg.
 OX0836;SPC WY W     -   447,632.986   739,356.179   MT  0.99998272   -0 31 06.6
 OX0836;UTM  12      - 4,830,509.337   513,327.968   MT  0.99960218   +0 06 50.4
 OX0836
 OX0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0836!SPC WY W     -   0.99952940  x   0.99998272  =   0.99951213
 OX0836!UTM  12      -   0.99952940  x   0.99960218  =   0.99913177
 OX0836
 OX0836:                Primary Azimuth Mark                     Grid Az
 OX0836:SPC WY W     -  BLACKTAIL                                086 01 01.2
 OX0836:UTM  12      -  BLACKTAIL                                085 23 04.2
 OX0836
 OX0836|---------------------------------------------------------------------|
 OX0836| PID    Reference Object                     Distance      Geod. Az  |
 OX0836|                                                           dddmmss.s |
 OX0836| OX0833 BLACKTAIL                           APPROX.11.5 KM 0852954.6 |
 OX0836|---------------------------------------------------------------------|
 OX0836
 OX0836                          SUPERSEDED SURVEY CONTROL
 OX0836
 OX0836  NAD 83(1993)-  43 37 38.82097(N)    110 50 05.24775(W) AD(       ) 3
 OX0836  NAD 83(1986)-  43 37 38.81605(N)    110 50 05.23935(W) AD(       ) 3
 OX0836  NAD 27      -  43 37 39.06847(N)    110 50 02.47417(W) AD(       ) 3
 OX0836  NGVD 29 (07/19/86) 3010.2    (m)         9876.     (f) VERT ANG       
 OX0836
 OX0836.Superseded values are not recommended for survey control.
 OX0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0836.See file dsdata.txt to determine how the superseded data were derived.
 OX0836
 OX0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1332830509(NAD 83)
 OX0836_MARKER: DD = SURVEY DISK
 OX0836_SETTING: 66 = SET IN ROCK OUTCROP
 OX0836_SP_SET: SET IN ROCK OUTCROP
 OX0836_MARK LOGO: NONE  
 OX0836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0836+STABILITY: POSITION/ELEVATION WELL
 OX0836
 OX0836  HISTORY     - Date     Condition        Report By
 OX0836  HISTORY     - 1946     MONUMENTED       USGS
 OX0836
 OX0836                          STATION DESCRIPTION
 OX0836
 OX0836'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 OX0836'LOCATED 8.6 MI. N. AND 1.7 MI. E. OF WILSON AND ON PARTLY BARE KNOLL
 OX0836'ON SPUR E. OF AND 1.0 MI. FROM MT. HUNT.
 OX0836'
 OX0836'TO REACH FROM WILSON POST OFFICE, DRIVE E. ON OILED RD. 1.5 MI. AND
 OX0836'TAKE RD. N., DRIVE 9.9 MI. AND TAKE DIM LEFT FORK, DRIVE 1.4 MI. TO
 OX0836'FOOT OF STEEP GRADE, LEAVE TRUCK HERE AND CONTINUE UP RD. NW., IT
 OX0836'SOON BECOMES A TRAIL.  FOLLOW TRAIL TO CREST OF FIRST RIDGE, TURN
 OX0836'LEFT AND FOLLOW RIDGE W. AND SW. TO STATION.  IT IS ABOUT A 3 HOUR
 OX0836'PACK WITH A TRIANGULATION OUTFIT.
 OX0836'
 OX0836'STATION MARK--STANDARD TABLET, NOT STAMPED, CEMENTED IN ROCK
 OX0836'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0808 ***********************************************************************
 MR0808  DESIGNATION -  PIEDMONT
 MR0808  PID         -  MR0808
 MR0808  STATE/COUNTY-  WY/UINTA
 MR0808  USGS QUAD   -  HAGUE CREEK (1978)
 MR0808
 MR0808                         *CURRENT SURVEY CONTROL
 MR0808  ___________________________________________________________________
 MR0808* NAD 83(1993)-  41 08 27.20386(N)    110 36 45.22499(W)     ADJUSTED  
 MR0808* NAVD 88     -      2577.2    (meters)    8455.     (feet)  VERTCON   
 MR0808  ___________________________________________________________________
 MR0808  LAPLACE CORR-           4.20  (seconds)                    DEFLEC99
 MR0808  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 MR0808
 MR0808  HORZ ORDER  -  SECOND
 MR0808
 MR0808.The horizontal coordinates were established by classical geodetic methods
 MR0808.and adjusted by the National Geodetic Survey in January 1997..
 MR0808
 MR0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0808
 MR0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0808
 MR0808.The geoid height was determined by GEOID03.
 MR0808
 MR0808;                    North         East     Units Scale Factor Converg.
 MR0808;SPC WY W     -   171,301.664   755,570.847   MT  0.99996179   -0 20 53.5
 MR0808;UTM  12      - 4,554,469.703   532,514.638   MT  0.99961301   +0 15 17.6
 MR0808
 MR0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0808!SPC WY W     -   0.99959806  x   0.99996179  =   0.99955986
 MR0808!UTM  12      -   0.99959806  x   0.99961301  =   0.99921122
 MR0808
 MR0808|---------------------------------------------------------------------|
 MR0808| PID    Reference Object                     Distance      Geod. Az  |
 MR0808|                                                           dddmmss.s |
 MR0808| CP6402 PIEDMONT RM 1                        13.795 METERS 01720     |
 MR0808| CP6401 PIEDMONT AZ MK                                     0874638.9 |
 MR0808| CP6403 PIEDMONT RM 2                        16.205 METERS 11638     |
 MR0808| MR0810 MOUNTAIN FUEL CO ASPEN MTN MST      APPROX.14.3 KM 2854917.4 |
 MR0808|---------------------------------------------------------------------|
 MR0808
 MR0808                          SUPERSEDED SURVEY CONTROL
 MR0808
 MR0808  NAD 83(1986)-  41 08 27.19073(N)    110 36 45.21363(W) AD(       ) 2
 MR0808  NAD 27      -  41 08 27.37610(N)    110 36 42.61540(W) AD(       ) 2
 MR0808  NGVD 29 (07/19/86) 2575.8    (m)         8451.     (f) VERT ANG       
 MR0808
 MR0808.Superseded values are not recommended for survey control.
 MR0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0808.See file dsdata.txt to determine how the superseded data were derived.
 MR0808
 MR0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL3251554470(NAD 83)
 MR0808_MARKER: DS = TRIANGULATION STATION DISK
 MR0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0808
 MR0808  HISTORY     - Date     Condition        Report By
 MR0808  HISTORY     - 1962     MONUMENTED       CGS
 MR0808
 MR0808                          STATION DESCRIPTION
 MR0808
 MR0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0808'THE STATION IS LOCATED ALONG THE WEST SIDE OF A FLAT TOPPED
 MR0808'BUTTE LIKE MESA AND ABOUT 500 FEET SOUTHWEST OF A LONE TREE.
 MR0808'IT IS 11 FEET WEST SOUTHWEST OF ROBERTSON, 11 MILES SOUTH OF
 MR0808'U.S. HIGHWAY 30S AND 21 MILES SOUTHEAST OF EVANSTON.
 MR0808'
 MR0808'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30S
 MR0808'AND 189, WHICH IS 13-1/2 MILES EAST OF EVANSTON, GO EAST ON U.S.
 MR0808'HIGHWAY 320S FOR 11.8 MILES TO THE BIGELOW EXIT, (THIS IS
 MR0808'6.6 MILES WEST ALONG THE HIGHWAY 30S FROM THE POST OFFICE IN
 MR0808'FORT BRIDGER).  TURN RIGHT OFF THE HIGHWAY AND FOLLOW THE OLD
 MR0808'HIGHWAY SOUTHWEST FOR 1.6 MILES TO A CATTLE GUARD AND A SIDE
 MR0808'ROAD LEFT.  TURN LEFT OVER THE CATTLE GUARD AND TAKE THE RIGHT
 MR0808'FORK BLADED ROAD SOUTHERLY FOR 3.5 MILES TO A CATTLE
 MR0808'GUARD.  CROSS OVER THE CATTLE GUARD AND CONTINUE SOUTHERLY
 MR0808'FOR 2.25 MILES TO A FORK.  TAKE THE RIGHT FORK FOR 0.6
 MR0808'MILE TO A CROSS ROAD, TURN RIGHT OVER A CANAL THEN LEFT ON A
 MR0808'BLADED ROAD SOUTHERLY FOR 0.35 MILE TO A CATTLE GUARD.  CONTINUE
 MR0808'AHEAD FOR 0.7 MILE TO A FORK AND A GATE ACROSS THE
 MR0808'RIGHT FORK.  TAKE THE LEFT FORK MAIN ROAD FOR 0.15 MILE
 MR0808'TO A BRIDGE OVER A CANAL.  PASS OVER AND CONTINUE FOR 0.25 MILE
 MR0808'TO A CATTLE GUARD.  CONTINUE AHEAD FOR 0.3 MILE TO A FORK,
 MR0808'TAKE THE RIGHT FORK THE LESS USED ROAD FOR 0.1 MILE TO A
 MR0808'T-ROAD.  TURN RIGHT FOR 0.05 MILE TO A SIDE ROAD LEFT.
 MR0808'CONTINUE AHEAD FOR 0.2 MILE TO A DITCH.  CROSS OVER AND TURN
 MR0808'SHARP LEFT AND FOLLOW THE MAIN ROAD FOR 2.1 MILES TO A
 MR0808'WIRE GATE.  PASS THROUGH AND CONTINUE ON THE MAIN ROAD FOR
 MR0808'1.3 MILES TO A POLE GATE AND THE AZIMUTH MARK 125 FEET
 MR0808'WEST OF THE GATE ALONG THE FENCE LINE.  PASS THROUGH AND FOLLOW
 MR0808'MAIN ROAD SOUTHWESTERLY FOR 0.7 MILE TO A FORK.  TAKE THE
 MR0808'RIGHT FORK MAIN TRAVELED ROAD FOR 0.35 MILE TO A CROSS
 MR0808'ROAD, TURN RIGHT FOR 0.35 MILE TO A WIRE GATE.  PASS THROUGH
 MR0808'AND TURN SHARP RIGHT AND FOLLOW A VERY DIM TRACK ALONG THE
 MR0808'WEST SIDE OF A FENCE FOR 0.25 MILE TO A FORK.  TAKE THE LEFT
 MR0808'FORK VERY DIM TRACK ROAD TO ITS END AND CONTINUE ACROSS
 MR0808'COUNTRY FOR 0.4 MILE TO A DOWN WIRE FENCE.  CROSS OVER THE FENCE
 MR0808'AND CONTINUE ACROSS COUNTRY TOWARD THE HIGHEST POINT AND THE
 MR0808'STATION FOR 0.35 MILE.
 MR0808'
 MR0808'THE STATION MARK IS A STANDARD DISK, STAMPED PIEDMONT 1962,
 MR0808'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0808'6 INCHES.  IT IS 4 FEET NORTH OF A WITNESS POST, 35 FEET
 MR0808'EAST OF WHERE THE MESA SLOPES TO THE WEST, 171 FEET SOUTH OF A
 MR0808'FENCE CORNER AND ON THE HIGHEST PART OF THE MESA.
 MR0808'
 MR0808'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PIEDMONT NO 1 1962,
 MR0808'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0808'6 INCHES.  IT IS THE SAME ELEVATION AS THE STATION MARK.
 MR0808'
 MR0808'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PIEDMONT NO 2 1962,
 MR0808'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0808'6 INCHES.  IT IS THE SAME ELEVATION AS THE STATION MARK.
 MR0808'
 MR0808'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PIEDMONT 1962,
 MR0808'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MR0808'8 INCHES.  IT IS 2 FEET WEST OF A WITNESS POST, 1.5 FEET
 MR0808'SOUTH OF A FENCE AND 125 WEST OF A POLE GATE IN THE FENCE
 MR0808'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0815 ***********************************************************************
 OX0815  DESIGNATION -  PILGRIM
 OX0815  PID         -  OX0815
 OX0815  STATE/COUNTY-  WY/TETON
 OX0815  USGS QUAD   -  TWO OCEAN LAKE (1996)
 OX0815
 OX0815                         *CURRENT SURVEY CONTROL
 OX0815  ___________________________________________________________________
 OX0815* NAD 83(1993)-  43 56 25.31018(N)    110 34 41.07144(W)     ADJUSTED  
 OX0815* NAVD 88     -      2523.3    (meters)    8279.     (feet)  VERTCON   
 OX0815  ___________________________________________________________________
 OX0815  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 OX0815  GEOID HEIGHT-          -8.73  (meters)                     GEOID03
 OX0815
 OX0815  HORZ ORDER  -  THIRD
 OX0815
 OX0815.The horizontal coordinates were established by classical geodetic methods
 OX0815.and adjusted by the National Geodetic Survey in January 1997..
 OX0815
 OX0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0815
 OX0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0815
 OX0815.The geoid height was determined by GEOID03.
 OX0815
 OX0815;                    North         East     Units Scale Factor Converg.
 OX0815;SPC WY W     -   482,242.467   760,281.361   MT  0.99995690   -0 20 35.9
 OX0815;UTM  12      - 4,865,335.745   533,861.306   MT  0.99961410   +0 17 34.0
 OX0815
 OX0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0815!SPC WY W     -   0.99960585  x   0.99995690  =   0.99956277
 OX0815!UTM  12      -   0.99960585  x   0.99961410  =   0.99922010
 OX0815
 OX0815:                Primary Azimuth Mark                     Grid Az
 OX0815:SPC WY W     -  KITTEN                                   001 31 55.1
 OX0815:UTM  12      -  KITTEN                                   000 53 45.2
 OX0815
 OX0815|---------------------------------------------------------------------|
 OX0815| PID    Reference Object                     Distance      Geod. Az  |
 OX0815|                                                           dddmmss.s |
 OX0815| PY1243 KITTEN                              APPROX. 7.3 KM 0011119.2 |
 OX0815|---------------------------------------------------------------------|
 OX0815
 OX0815                          SUPERSEDED SURVEY CONTROL
 OX0815
 OX0815  NAD 83(1993)-  43 56 25.30483(N)    110 34 41.06350(W) AD(       ) 3
 OX0815  NAD 83(1986)-  43 56 25.30325(N)    110 34 41.05594(W) AD(       ) 3
 OX0815  NAD 27      -  43 56 25.53510(N)    110 34 38.27201(W) AD(       ) 3
 OX0815  NGVD 29 (07/19/86) 2522.0    (m)         8274.     (f) VERT ANG       
 OX0815
 OX0815.Superseded values are not recommended for survey control.
 OX0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0815.See file dsdata.txt to determine how the superseded data were derived.
 OX0815
 OX0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3386165336(NAD 83)
 OX0815
 OX0815  HISTORY     - Date     Condition        Report By
 OX0815  HISTORY     - 1931     MONUMENTED       USGS
 OX0815  HISTORY     - 1968     GOOD             USGS
 OX0815
 OX0815                          STATION DESCRIPTION
 OX0815
 OX0815'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OX0815'ABOUT 5 MI. N. OF MORAN, ON THE W. SIDE OF PILGRIM CREEK, ON THE
 OX0815'NORTHERN SUMMIT OF THE DOUBLE TOPPED HILL LOCALLY KNOWN AS TWIN
 OX0815'PEAKS OR WILSON MT. (NEITHER OF THESE NAMES IS GENERALLY ACCEPTED).
 OX0815'
 OX0815'RECOVERED AND REDESCRIBED AS FOLLOWS
 OX0815'
 OX0815'ABOUT 4.5 MI. N. OF JACKSON LAKE LODGE, ABOUT 6.8 MI. N. AND 3.5 MI.
 OX0815'W. OF THE BUFFALO ENTRANCE TO GRAND TETON NATIONAL PARK, W. OF
 OX0815'PILGRIM CREEK AND ON THE NORTHERN SUMMIT OF A DOUBLE TOPPED HILL.
 OX0815'
 OX0815'STATION MARK--COPPER BOLT, STAMPED ---USGS VA 8270---, SET IN
 OX0815'BOULDER.
 OX0815'
 OX0815'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, STAMPED
 OX0815'---PILGRIM NO. 1, 1931---, IN BOULDER, DISTANT 12.65 FT.,
 OX0815'S 61 DEG 52 MIN E.
 OX0815'
 OX0815'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, STAMPED
 OX0815'---PILGRIM NO. 2, 1931---, IN BOULDER, DISTANT 37.65 FT.,
 OX0815'S 12 DEG 34 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0283 ***********************************************************************
 OW0283  DESIGNATION -  PILOT
 OW0283  PID         -  OW0283
 OW0283  STATE/COUNTY-  WY/FREMONT
 OW0283  USGS QUAD   -  MORTON (1978)
 OW0283
 OW0283                         *CURRENT SURVEY CONTROL
 OW0283  ___________________________________________________________________
 OW0283* NAD 83(1993)-  43 13 48.22055(N)    108 48 11.55707(W)     ADJUSTED  
 OW0283* NAVD 88     -      1789.9    (meters)    5872.     (feet)  VERTCON   
 OW0283  ___________________________________________________________________
 OW0283  LAPLACE CORR-         -13.54  (seconds)                    DEFLEC99
 OW0283  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 OW0283
 OW0283  HORZ ORDER  -  FIRST
 OW0283
 OW0283.The horizontal coordinates were established by classical geodetic methods
 OW0283.and adjusted by the National Geodetic Survey in January 1997..
 OW0283
 OW0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0283
 OW0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0283
 OW0283.The geoid height was determined by GEOID03.
 OW0283
 OW0283;                    North         East     Units Scale Factor Converg.
 OW0283;SPC WYWC     -   303,212.207   595,677.674   MT  0.99993773   -0 02 11.2
 OW0283;UTM  12      - 4,788,706.171   678,389.986   MT  0.99999148   +1 30 18.2
 OW0283
 OW0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0283!SPC WYWC     -   0.99972130  x   0.99993773  =   0.99965905
 OW0283!UTM  12      -   0.99972130  x   0.99999148  =   0.99971278
 OW0283
 OW0283|---------------------------------------------------------------------|
 OW0283| PID    Reference Object                     Distance      Geod. Az  |
 OW0283|                                                           dddmmss.s |
 OW0283| CP6405 PILOT RM 1                           28.174 METERS 00718     |
 OW0283| CP6406 PILOT RM 2                            3.573 METERS 12613     |
 OW0283| NS0266 MAGNUSON                            APPROX.36.9 KM 2250205.2 |
 OW0283| CP6404 PILOT AZ MK                                        3024800.5 |
 OW0283| OW0315 WASHAKIE NEEDLES HIGHEST POINT      APPROX.65.9 KM 3305022.4 |
 OW0283|---------------------------------------------------------------------|
 OW0283
 OW0283                          SUPERSEDED SURVEY CONTROL
 OW0283
 OW0283  NAD 83(1986)-  43 13 48.20736(N)    108 48 11.56085(W) AD(       ) 1
 OW0283  NAD 27      -  43 13 48.35800(N)    108 48 09.12700(W) AD(       ) 1
 OW0283  NGVD 29 (07/19/86) 1788.9    (m)         5869.     (f) VERT ANG       
 OW0283
 OW0283.Superseded values are not recommended for survey control.
 OW0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0283.See file dsdata.txt to determine how the superseded data were derived.
 OW0283
 OW0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7839088706(NAD 83)
 OW0283_MARKER: DS = TRIANGULATION STATION DISK
 OW0283_SETTING: 66 = SET IN ROCK OUTCROP
 OW0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0283
 OW0283  HISTORY     - Date     Condition        Report By
 OW0283  HISTORY     - 1931     MONUMENTED       CGS
 OW0283  HISTORY     - 1936     GOOD             CGS
 OW0283  HISTORY     - 1944     GOOD             LOCENG
 OW0283  HISTORY     - 1963     GOOD             CGS
 OW0283  HISTORY     - 1985     GOOD             LOCENG
 OW0283
 OW0283                          STATION DESCRIPTION
 OW0283
 OW0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 OW0283'ABOUT 4 MILES EAST AND 15 MILES NORTH OF FORT WASHAKIE, 3 MILES
 OW0283'NORTHWEST OF MORTON (SMALL TOWN ON U.S. HIGHWAY 287), 7 MILES
 OW0283'EAST OF DIVERSION DAM ON WIND RIVER, ON SOUTH END OF SMALL
 OW0283'ROCKY AND VERY PROMINENT BUTTE, LOCALLY KNOWN AS PILOT BUTTE,
 OW0283'WHICH IS ABOUT 1 MILE NORTH OF NORTHWEST END OF PILOT BUTTE
 OW0283'RESERVOIR, AND 2-1/2 MILES NORTH OF WIND RIVER.  TO REACH FROM
 OW0283'EAST END OF DIVERSION DAM WHICH IS ON WIND RIVER AND ON U.S.
 OW0283'HIGHWAY 287 ABOUT 34 MILES VIA U.S. HIGHWAY 287 NORTHWEST OF
 OW0283'RIVERTON AND 32 MILES VIA STATE HIGHWAY 287 NORTH OF LANDER,
 OW0283'FOLLOW U.S.  HIGHWAY 287 EAST 6.9 MILES TO CROSSROAD 2.9 MILES
 OW0283'NORTHWEST OF MORTON.  AT THIS POINT THERE ARE TWO MAIL BOXES
 OW0283'ON SOUTH SIDE OF HIGHWAY.  ONE OF THESE IS MARKED M. SCOTT.
 OW0283'LEAVE HIGHWAY, TURN LEFT AND GO NORTH ON TRACK ROAD 0.4 MILE TO
 OW0283'STEEL TRUSS BRIDGE OVER MAIN CANAL.  CROSS BRIDGE AND
 OW0283'CONTINUE NORTH 0.2 MILE TO FORK.  TAKE RIGHT FORK AND GO
 OW0283'0.3 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.9 MILE TO TOP OF
 OW0283'ROAD GRADE.  LEAVE ROAD, TURN RIGHT AND GO SOUTHEAST AND
 OW0283'SOUTH ACROSS COUNTRY ALONG RIDGE 1.3 MILES TO END OF TRUCK
 OW0283'TRAVEL AT NORTHWEST TOE OF BUTTE.  FROM THIS POINT PACK UP
 OW0283'STEEP BUTTE TO SUMMIT AND STATION.  ABOUT 3-MINUTE PACK.
 OW0283'MARK IS STANDARD DISKS IN OUTCROPPING BEDROCK.
 OW0283'REFERENCE MARKS ARE STANDARD DISKS IN OUTCROPPING
 OW0283'BEDROCK, FLUSH WITH GROUND.  NO. 1 IS 28.174
 OW0283'METERS (92.43 FEET) NORTH OF STATION N 07 DEG 18 MIN E.
 OW0283'NO. 2 IS 3.573 METERS (11.72 FEET) SOUTHEAST
 OW0283'S 53 DEG 57 MIN E.  DISTANCE BETWEEN REFERENCE MARKS IS
 OW0283'30.066 METERS (98.64 FEET).  AZIMUTH MARK IS STANDARD DISK IN
 OW0283'OUTCROPPING BEDROCK, ON NORTH END OF LARGE SANDSTONE
 OW0283'OUTCROP ABOUT 12 FEET WIDE, 7 FEET HIGH, AND 60 FEET LONG, ON
 OW0283'NORTH SLOPE OF RIDGE EXTENDING WEST FROM STATION BUTTE, AND
 OW0283'APPROXIMATELY 0.5 MILE FROM STATION N 57 DEG 12 MIN W.
 OW0283'WASHAKIE NEEDLES, HIGHEST POINT
 OW0283'MAY ALSO BE USED AS AZIMUTH MARK.  BEARING
 OW0283'FROM STATION TO CENTER OF TRUSS BRIDGE OVER WYOMING CANAL,
 OW0283'DISTANT ABOUT 1-1/2 MILES, IS S 71 DEG 18 MIN W.
 OW0283
 OW0283                          STATION RECOVERY (1944)
 OW0283
 OW0283'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (COS)
 OW0283'STATION RECOVERED BY THE CARTER OIL CO.
 OW0283'
 OW0283'VERY GOOD DESCRIPTION.  EASILY FOUND.  REFERENCE MARKS ARE
 OW0283'ALSO IN GOOD CONDITION.
 OW0283
 OW0283                          STATION RECOVERY (1963)
 OW0283
 OW0283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 OW0283'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 OW0283'STATION IS ABOUT 1 MILE S AND ABOUT 5-3/4 MILES W OF PAVILLION, 2
 OW0283'MILES N AND 1-1/2 MILES W OF MORTON POST OFFICE, STORE AND GAS
 OW0283'STATION, AND ABOUT 1 MILE N-NE OF US HIGHWAY 26, ON THE HIGHEST
 OW0283'POINT OF A LONE BUTTE, LOCALLY KNOWN AS PILOT BUTTE AND NEAR THE
 OW0283'S CENTER OF SEC. 18, T 3 N, R 1 E.
 OW0283'
 OW0283'TO REACH FROM POST OFFICE IN RIVERTON, GO NW ON US HIGHWAY 26 FOR
 OW0283'23.7 MILES TO POST OFFICE, STORE AND GAS STATION IN MORTON, CONTINUE
 OW0283'W ON HIGHWAY FOR 2.85 MILES TO A CROSS ROAD AND R K GUSTIN MAIL
 OW0283'BOX ON THE RIGHT, TURN RIGHT AND GO N FOR 0.15 MILE PASSING
 OW0283'THROUGH A GATE, CONTINUE N FOR 0.2 MILE PASSING THROUGH A GATE AT
 OW0283'N END OF BRIDGE OVER LARGE CANAL, CONTINUE N FOR 0.1 MILE, KEEP
 OW0283'RIGHT, N FOR 0.2 MILE, KEEP RIGHT AND GO N AND E FOR 0.2
 OW0283'MILE, THENCE GO NE ON TRACK ROAD FOR 0.45 MILE TO TOP OF BENCH,
 OW0283'(AZIMUTH MARK IS ABOUT 0.2 MILE N-NW), TURN RIGHT AND GO E-SE
 OW0283'ACROSS COUNTRY ALONG TOP OF RIDGE FOR 0.45 MILE TO W BASE OF
 OW0283'BUTTE AND END OF TRUCK TRAVEL.  ABOUT 110 YARDS PACK OVER
 OW0283'LARGE BOULDERS AND ABOUT 15 TO 20 FOOT CLIFF TO HIGHEST POINT
 OW0283'AND STATION.
 OW0283
 OW0283                          STATION RECOVERY (1985)
 OW0283
 OW0283'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (NC)
 OW0283'PILOT FOUND EXCELLENT - STATION, AZIMUTH AND BOTH REF. MARKS FOUND
 OW0283'EASILY ACCESSIBLE BY TRAIL FROM NW END PILOT BUTTE RESERVOIR RUNNING
 OW0283'NW ALONG RIDGE TO E. FACE OF BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1246 ***********************************************************************
 MO1246  DESIGNATION -  PILOT 2
 MO1246  PID         -  MO1246
 MO1246  STATE/COUNTY-  WY/ALBANY
 MO1246  USGS QUAD   -  PILOT HILL (1992)
 MO1246
 MO1246                         *CURRENT SURVEY CONTROL
 MO1246  ___________________________________________________________________
 MO1246* NAD 83(1993)-  41 18 38.43911(N)    105 27 11.13018(W)     ADJUSTED  
 MO1246* NAVD 88     -      2702.6    (meters)    8867.     (feet)  VERTCON   
 MO1246  ___________________________________________________________________
 MO1246  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 MO1246  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 MO1246
 MO1246  HORZ ORDER  -  SECOND
 MO1246
 MO1246.The horizontal coordinates were established by classical geodetic methods
 MO1246.and adjusted by the National Geodetic Survey in January 1997..
 MO1246
 MO1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1246
 MO1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1246
 MO1246.The geoid height was determined by GEOID03.
 MO1246
 MO1246;                    North         East     Units Scale Factor Converg.
 MO1246;SPC WY E     -    90,061.374   176,016.572   MT  0.99994458   -0 11 20.7
 MO1246;UTM  13      - 4,573,345.143   462,073.731   MT  0.99961770   -0 17 56.8
 MO1246
 MO1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1246!SPC WY E     -   0.99957811  x   0.99994458  =   0.99952272
 MO1246!UTM  13      -   0.99957811  x   0.99961770  =   0.99919597
 MO1246
 MO1246|---------------------------------------------------------------------|
 MO1246| PID    Reference Object                     Distance      Geod. Az  |
 MO1246|                                                           dddmmss.s |
 MO1246| CQ4614 PILOT RM 1                            7.026 METERS 02801     |
 MO1246| CQ4616 PILOT 2 RM 2                          5.085 METERS 06705     |
 MO1246| CQ4615 PILOT AZ MK                                        1574115.6 |
 MO1246| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX. 5.0 KM 1610638.4 |
 MO1246| MO1259 LARAMIE CEMENT PLANT STACK          APPROX.13.4 KM 2495151.7 |
 MO1246| CQ4617 PILOT 2 RM 1                         18.440 METERS 26341     |
 MO1246|---------------------------------------------------------------------|
 MO1246
 MO1246                          SUPERSEDED SURVEY CONTROL
 MO1246
 MO1246  NAD 83(1986)-  41 18 38.42377(N)    105 27 11.12730(W) AD(       ) 2
 MO1246  NAD 27      -  41 18 38.49600(N)    105 27 09.17800(W) AD(       ) 2
 MO1246  NGVD 29 (07/19/86) 2701.4    (m)         8863.     (f) VERT ANG       
 MO1246
 MO1246.Superseded values are not recommended for survey control.
 MO1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1246.See file dsdata.txt to determine how the superseded data were derived.
 MO1246
 MO1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6207473345(NAD 83)
 MO1246_MARKER: DD = SURVEY DISK
 MO1246_SETTING: 66 = SET IN ROCK OUTCROP
 MO1246
 MO1246  HISTORY     - Date     Condition        Report By
 MO1246  HISTORY     - 1947     MONUMENTED       USGS
 MO1246  HISTORY     - 1948     GOOD             CGS
 MO1246  HISTORY     - 1948     GOOD             USGS
 MO1246
 MO1246                          STATION DESCRIPTION
 MO1246
 MO1246'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1246'STATION IS LOCATED IN SEC. 34, T 16 N, R 72 W, ON E. END OF HIGHEST
 MO1246'HILL IN VICINITY, STATION IS NEAR OLD LOCATION OF USGS STATION
 MO1246'---PILOT---, WHICH HAS BEEN DESTROYED.
 MO1246
 MO1246                          STATION RECOVERY (1948)
 MO1246
 MO1246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1246'STATION LOCATED ABOUT 7 MILES AIRLINE EAST OF LARAMIE, ON LONG
 MO1246'RIDGE THAT RUNS NORTH AND SOUTH, AND HAS SCATTERED TREES NEAR
 MO1246'TOP, 8 FEET SOUTHWEST OF WHITE WITNESS POST.  THE MARK IS A
 MO1246'U.S. GEOLOGICAL SURVEY BRONZE DISK SET IN A DRILL HOLE IN
 MO1246'OUTCROPPING BEDROCK, SET FLUSH WITH GROUND, AND STAMPED, PILOT
 MO1246'NO 2 1947.
 MO1246'
 MO1246'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MO1246'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, ABOUT 24 INCHES
 MO1246'LOWER THAN STATION, SET FLUSH WITH GROUND, AND STAMPED, PILOT
 MO1246'NO 2 NO 1.
 MO1246'
 MO1246'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 MO1246'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, ON EAST
 MO1246'EDGE OF BLUFF, ABOUT 12 INCHES HIGHER THAN STATION, PROJECTS
 MO1246'6 INCHES, AND STAMPED, PILOT NO 2 NO 2.
 MO1246'
 MO1246'AZIMUTH MARK IS LOCATED ABOUT 100 YARDS EAST OF ROAD LEADING
 MO1246'TO STATION, 5 PACES SOUTHEAST OF A PINE TREE WITH A TRIANGLE
 MO1246'BLAZE ON IT, 4 FEET SOUTHEAST OF A WHITE WITNESS POST, SET
 MO1246'FLUSH WITH GROUND, AND STAMPED, PILOT 1948.
 MO1246'
 MO1246'PILOT REFERENCE MARK NO. 1 IS ABOUT 18 INCHES HIGHER THAN STATION,
 MO1246'ON EAST EDGE OF BLUFF, PROJECTS 12 INCHES, AND STAMPED, PILOT
 MO1246'NO 1 1948.
 MO1246'
 MO1246'TO REACH FROM POST OFFICE IN LARAMIE, GO 1 BLOCK SOUTH TO GRAND
 MO1246'ST. AND U.S. HIGHWAY 30.  TURN LEFT, EAST, AND FOLLOW U.S.
 MO1246'HIGHWAY 30 FOR 9.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 MO1246'LEAVING HIGHWAY, AND GO 0.2 MILE TO A SIDE ROAD LEFT.  TURN
 MO1246'LEFT, NORTH, AND GO 0.9 MILE TO FORKS.  KEEP LEFT FORK AND
 MO1246'GO 0.6 MILE TO FORKS.  KEEP LEFT FORK AND GO 1.6 MILE TO
 MO1246'AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.  CONTINUE ON ROAD
 MO1246'FOR 1.2 MILE TO GATE.  PASS THROUGH AND CONTINUE FOR 0.4 MILE
 MO1246'TO TOP OF HILL AND GRASSY OPENING THAT RUNS NORTHEAST.  TURN
 MO1246'RIGHT OFF ROAD AND GO NORTHEAST UP GRASSY OPENING FOR 0.1
 MO1246'MILE TO TWO LARGE PINE TREES AND END OF TRUCK TRAVEL.  PACK
 MO1246'NORTH ABOUT 100 YARDS TO TOP OF HILL AND STATION AS DESCRIBED
 MO1246'ABOVE.  A 5 MINUTE PACK.
 MO1246
 MO1246                          STATION RECOVERY (1948)
 MO1246
 MO1246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 MO1246'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN LEDGE ROCK, STAMPED
 MO1246'---PILOT 2 1947---.
 MO1246'
 MO1246'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0470 ***********************************************************************
 PX0470  DESIGNATION -  PILOT PEAK
 PX0470  PID         -  PX0470
 PX0470  STATE/COUNTY-  WY/PARK
 PX0470  USGS QUAD   -  PILOT PEAK (1991)
 PX0470
 PX0470                         *CURRENT SURVEY CONTROL
 PX0470  ___________________________________________________________________
 PX0470* NAD 83(1993)-  44 58 34.34358(N)    109 52 53.14214(W)     ADJUSTED  
 PX0470* NAVD 88     -                                                        
 PX0470  ___________________________________________________________________
 PX0470  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 PX0470  GEOID HEIGHT-          -7.52  (meters)                     GEOID03
 PX0470
 PX0470  HORZ ORDER  -  THIRD
 PX0470
 PX0470.The horizontal coordinates were established by classical geodetic methods
 PX0470.and adjusted by the National Geodetic Survey in January 1997..
 PX0470
 PX0470
 PX0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0470
 PX0470.The geoid height was determined by GEOID03.
 PX0470
 PX0470;                    North         East     Units Scale Factor Converg.
 PX0470;SPC WYWC     -   497,843.178   510,759.103   MT  1.00003539   -0 47 59.1
 PX0470;SPC WY W     -   597,240.178   815,925.159   MT  0.99994062   +0 08 33.8
 PX0470;SPC MT       -    80,793.418   569,912.822   MT  1.00001436   -0 16 44.5
 PX0470;SPC MT       -   265,070.27  1,869,792.72   iFT  1.00001436   -0 16 44.5
 PX0470;UTM  12      - 4,980,915.807   588,197.048   MT  0.99969565   +0 47 26.4
 PX0470
 PX0470                          SUPERSEDED SURVEY CONTROL
 PX0470
 PX0470  NAD 83(1993)-  44 58 34.34039(N)    109 52 53.14210(W) AD(       ) 4
 PX0470  NAD 83(1986)-  44 58 34.33453(N)    109 52 53.11941(W) AD(       ) 4
 PX0470  NAD 27      -  44 58 34.55200(N)    109 52 50.50000(W) AD(       ) 3
 PX0470
 PX0470.Superseded values are not recommended for survey control.
 PX0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0470.See file dsdata.txt to determine how the superseded data were derived.
 PX0470
 PX0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ8819780916(NAD 83)
 PX0470_MARKER: 03 = MOUNTAIN PEAK
 PX0470
 PX0470  HISTORY     - Date     Condition        Report By
 PX0470  HISTORY     - 1950     FIRST OBSERVED   CGS
 PX0470
 PX0470                          STATION DESCRIPTION
 PX0470
 PX0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0470'STATION IS THE TOP CENTER OF THE PROMINENT MOUNTAIN KNOWN
 PX0470'AS PILOT PEAK.  THE PEAK IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST
 PX0470'OF COOKE, MONTANA.  THE UPPER PART OF THE MOUNTAIN HAS STEEP
 PX0470'SLOPES AND IS EASILY RECOGNIZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0466 ***********************************************************************
 MQ0466  DESIGNATION -  PILOT RESET
 MQ0466  PID         -  MQ0466
 MQ0466  STATE/COUNTY-  WY/SWEETWATER
 MQ0466  USGS QUAD   -  PILOT BUTTE (1978)
 MQ0466
 MQ0466                         *CURRENT SURVEY CONTROL
 MQ0466  ___________________________________________________________________
 MQ0466* NAD 83(1993)-  41 38 36.40815(N)    109 21 07.37282(W)     ADJUSTED  
 MQ0466* NAVD 88     -      2416.1    (meters)    7927.     (feet)  VERTCON   
 MQ0466  ___________________________________________________________________
 MQ0466  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 MQ0466  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MQ0466
 MQ0466  HORZ ORDER  -  FIRST
 MQ0466
 MQ0466.The horizontal coordinates were established by classical geodetic methods
 MQ0466.and adjusted by the National Geodetic Survey in January 1997..
 MQ0466
 MQ0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0466
 MQ0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0466
 MQ0466.The geoid height was determined by GEOID03.
 MQ0466
 MQ0466;                    North         East     Units Scale Factor Converg.
 MQ0466;SPC WYWC     -   127,152.981   549,845.408   MT  0.99996844   -0 24 00.2
 MQ0466;UTM  12      - 4,611,501.441   637,240.944   MT  0.99983178   +1 05 42.8
 MQ0466
 MQ0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0466!SPC WYWC     -   0.99962344  x   0.99996844  =   0.99959189
 MQ0466!UTM  12      -   0.99962344  x   0.99983178  =   0.99945528
 MQ0466
 MQ0466:                Primary Azimuth Mark                     Grid Az
 MQ0466:SPC WYWC     -  BOARS TUSK                               020 09 36.3
 MQ0466:UTM  12      -  BOARS TUSK                               018 39 53.3
 MQ0466
 MQ0466|---------------------------------------------------------------------|
 MQ0466| PID    Reference Object                     Distance      Geod. Az  |
 MQ0466|                                                           dddmmss.s |
 MQ0466| MQ0455 BOARS TUSK                          APPROX.37.7 KM 0194536.1 |
 MQ0466| CP6411 PILOT RM 1                           10.919 METERS 02841     |
 MQ0466| CP6410 PILOT AZ MK                                        0753432.8 |
 MQ0466| MQ0449 SALT LAKE OMAHA SITE 17 BCN         APPROX.34.4 KM 0843756.2 |
 MQ0466| MQ0461 MICRO STA 5.5 MI NE ROCK SPRGS      APPROX.16.1 KM 0844218.6 |
 MQ0466| CP6412 PILOT RM 2                            7.080 METERS 14151     |
 MQ0466| MQ0468 SWEETWATER COUNTY TV CORP MAST      APPROX. 7.7 KM 1601400.6 |
 MQ0466| MQ0469 SALT LAKE OMAHA SITE 15 BCN         APPROX. 7.7 KM 1602030.5 |
 MQ0466| MQ0471 AIRWAY BCN 15 4 MI ENE GREEN R      APPROX.10.7 KM 1965751.0 |
 MQ0466| MQ0497 MICROWAVE STA 4 MI S GREEN R        APPROX.21.5 KM 2101200.7 |
 MQ0466|---------------------------------------------------------------------|
 MQ0466
 MQ0466                          SUPERSEDED SURVEY CONTROL
 MQ0466
 MQ0466  NAD 83(1986)-  41 38 36.40099(N)    109 21 07.36561(W) AD(       ) 1
 MQ0466  NAD 27      -  41 38 36.52810(N)    109 21 04.88880(W) AD(       ) 1
 MQ0466  NGVD 29 (07/19/86) 2414.7    (m)         7922.     (f) VERT ANG       
 MQ0466
 MQ0466.Superseded values are not recommended for survey control.
 MQ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0466.See file dsdata.txt to determine how the superseded data were derived.
 MQ0466
 MQ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM3724111501(NAD 83)
 MQ0466_MARKER: DD = SURVEY DISK
 MQ0466_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0466
 MQ0466  HISTORY     - Date     Condition        Report By
 MQ0466  HISTORY     - 1958     MONUMENTED       USGS
 MQ0466  HISTORY     - 1962     GOOD             CGS
 MQ0466
 MQ0466                          STATION DESCRIPTION
 MQ0466
 MQ0466'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (WTJ)
 MQ0466'RECOVERED AS FOLLOWS--R.M.S RECOVERED AS DESCRIBED, STATION MARK
 MQ0466'IS A STANDARD USGS TRIANGULATION STATION DISK SET IN ROCK OUTCROP,
 MQ0466'STAMPED PILOT 1958.  A USGS PARTY WORKING IN THE AREA WAS
 MQ0466'CONTACTED AND ACCORDING TO THE CHIEF OF PARTY THE OLD DISK HAD
 MQ0466'BEEN TAKEN OUT, A NEW DISK WAS SET IN THE EXACT SAME SPOT
 MQ0466'(REFERENCE MEASUREMENTS AS GIVEN BY CIA IN 1931 CHECK THE
 MQ0466'PRESENT DISK)
 MQ0466'
 MQ0466'A NEW TO REACH DESCRIPTION AS FOLLOWS--TO REACH FROM INTERSECTION
 MQ0466'OF U.S. HWYS. 30 AND 187 IN ROCK SPRINGS GO N. ON HWY 187 FOR
 MQ0466'13.9 MILES TO ROAD LEFT.  TURN LEFT, GO 1.5 MILES TO A T ROAD
 MQ0466'LEFT.  TURN LEFT, FOLLOW MAIN ROAD 10.2 MILES AROUND TOP OF
 MQ0466'MESA TO Y ROAD RIGHT.  TURN RIGHT, FOLLOW MAIN ROAD 2.3 MILES
 MQ0466'TO A POINT ABOUT 1/3 OF WAY TO TOP OF BUTTE ON E. SIDE, END OF
 MQ0466'TRUCK TRAVEL.  PACK WESTERLY ABOUT 600 FT. TO AN IRON LADDER,
 MQ0466'CLIMB LADDER TO TOP OF BUTTE CONTINUE WESTERLY TO HIGH POINT
 MQ0466'OF BUTTE AND STATION AS DESCRIBED IN 1931 DESCRIPTION.
 MQ0466
 MQ0466                          STATION RECOVERY (1962)
 MQ0466
 MQ0466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0466'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MQ0466'CONDITION WITH NO NOTICEABLE DISPLACEMENT OF ANY OF THE MARKS.
 MQ0466'THE STATION MARK IS NOW STAMPED PILOT 1958.  A DIFFERENCE IN
 MQ0466'DISTANCE TO THE REFERENCE MARKS WAS NOTED AND CHECKED IN THE
 MQ0466'FIELD.  AN AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A NEW AND
 MQ0466'COMPLETE DESCRIPTION.
 MQ0466'
 MQ0466'STATION IS ON THE HIGHEST POINT OF PILOT BUTTE.  IT IS A HIGH,
 MQ0466'PROMINENT, FLAT TOPPED BUTTE.  ABOUT 7 MILES WEST AND 4 MILES
 MQ0466'NORTH OF ROCK SPRINGS AND 10 MILES NORTHEAST OF GREEN RIVER.
 MQ0466'
 MQ0466'TO REACH FROM THE POST OFFICE IN GREEN RIVER.  GO WEST ON U.S.
 MQ0466'HIGHWAY 30 FOR 0.5 MILE TO THE INTERSECTION OF NORTH 7TH STREET
 MQ0466'WEST.  TURN RIGHT, NORTH ON NORTH 7TH STREET WEST FOR 0.2 MILE
 MQ0466'TO THE INTERSECTION OF WEST 5TH STREET NORTH.  TURN LEFT, WEST
 MQ0466'ON WEST 5TH STREET NORTH FOR 0.1 MILE TO A CROSS ROAD.  TURN
 MQ0466'RIGHT, NORTH ON THE WHITE MOUNTAIN ROAD, GRAVELED ROAD FOR 2.05
 MQ0466'MILES TO A SIDE ROAD RIGHT.  CONTINUE AHEAD, NORTHERLY ON THE
 MQ0466'MAIN GRAVELED ROAD FOR 2.4 MILES TO A SIDE ROAD RIGHT, LEADING
 MQ0466'TO AN AIRWAY BEACON.  CONTINUE AHEAD, NORTHERLY ON THE MAIN
 MQ0466'GRAVELED ROAD FOR 4.2 MILES TO A SIDE ROAD RIGHT, LEADING TO
 MQ0466'A TELEVISION TOWER.  CONTINUE AHEAD, NORTH ON THE MAIN
 MQ0466'GRAVELED ROAD FOR 0.9 MILE TO A SIDE ROAD RIGHT.  CONTINUE
 MQ0466'AHEAD, NORTH ON THE MAIN GRAVELED ROAD FOR 2.8 MILES TO A
 MQ0466'FORK AT SIGN PILOT BUTTE.  TAKE THE LEFT FORK, NORTHERLY
 MQ0466'ON TRACK ROAD FOR 1.5 MILES TO A FORK.  (TO REACH THE
 MQ0466'AZIMUTH MARK, TAKE THE RIGHT FORK, NORTH ON TRACK ROAD
 MQ0466'FOR 0.1 MILE TO A TRANSMISSION LINE.  TURN RIGHT, EAST, ALONG
 MQ0466'TRANSMISSION LINE FOR 0.4 MILE TO THREE TRANSMISSION LINE
 MQ0466'POLES AND AZIMUTH MARK ON THE RIGHT).  TAKE THE LEFT FORK,
 MQ0466'WESTERLY ON TRACK ROAD FOR 0.35 MILE TO A FORK.  TAKE THE
 MQ0466'LEFT FORK, WEST ON TRACK ROAD FOR 0.55 MILE TO A LARGE
 MQ0466'BOULDER, END OF ROAD AND END OF TRUCK TRAVEL.  FROM HERE PACK
 MQ0466'WEST, ALONG TRAIL FOR ABOUT 1/4 MILE TO AN IRON LADDER.
 MQ0466'CLIMB LADDER, CONTINUE WEST ALONG THE TOP OF THE BUTTE FOR
 MQ0466'ABOUT 1/4 MILE TO THE HIGHEST POINT AND STATION.  ABOUT A
 MQ0466'20 MINUTE PACK.
 MQ0466'
 MQ0466'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED PILOT
 MQ0466'1958, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE
 MQ0466'GROUND.  IT IS 12.2 FEET SOUTH-SOUTHWEST OF A 10 FOOT HIGH METAL
 MQ0466'CROSS, 6 FEET EAST OF THE WEST EDGE OF THE BUTTE AND ON THE
 MQ0466'HIGHEST POINT OF THE BUTTE.
 MQ0466'
 MQ0466'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PILOT NO 1 1931,
 MQ0466'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE GROUND.
 MQ0466'IT IS 2 FEET EAST OF THE WEST EDGE OF THE BUTTE AND ABOUT 3
 MQ0466'FEET LOWER THAN THE STATION.
 MQ0466'
 MQ0466'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PILOT NO 2 1931,
 MQ0466'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE GROUND.
 MQ0466'IT IS 23 FEET EAST OF THE WEST EDGE OF THE BUTTE AND ABOUT 4
 MQ0466'FEET LOWER THAN THE STATION.
 MQ0466'
 MQ0466'AZIMUTH MARK IS A STANDARD DISK, STAMPED PILOT USGS 1962,
 MQ0466'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4
 MQ0466'INCHES.  IT IS 76 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD,
 MQ0466'14.5 FEET NORTH OF THE CENTER ONE OF 3 TRANSMISSION LINE POLES,
 MQ0466'10 FEET SOUTH OF THE NORTH ONE OF THE 3 TRANSMISSION LINE
 MQ0466'POLES AND 2.5 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0692 ***********************************************************************
 NQ0692  DESIGNATION -  PIMPLE
 NQ0692  PID         -  NQ0692
 NQ0692  STATE/COUNTY-  WY/GOSHEN
 NQ0692  USGS QUAD   -  BARNES (1990)
 NQ0692
 NQ0692                         *CURRENT SURVEY CONTROL
 NQ0692  ___________________________________________________________________
 NQ0692* NAD 83(1993)-  42 13 49.24776(N)    104 26 59.33242(W)     ADJUSTED  
 NQ0692* NAVD 88     -      1456.6    (meters)    4779.     (feet)  VERTCON   
 NQ0692  ___________________________________________________________________
 NQ0692  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 NQ0692  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 NQ0692
 NQ0692  HORZ ORDER  -  THIRD
 NQ0692
 NQ0692.The horizontal coordinates were established by classical geodetic methods
 NQ0692.and adjusted by the National Geodetic Survey in January 1997..
 NQ0692
 NQ0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0692
 NQ0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0692
 NQ0692.The geoid height was determined by GEOID03.
 NQ0692
 NQ0692;                    North         East     Units Scale Factor Converg.
 NQ0692;SPC WY E     -   192,410.791   259,173.520   MT  0.99998057   +0 28 54.6
 NQ0692;UTM  13      - 4,675,498.368   545,400.419   MT  0.99962536   +0 22 11.3
 NQ0692
 NQ0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0692!SPC WY E     -   0.99977413  x   0.99998057  =   0.99975471
 NQ0692!UTM  13      -   0.99977413  x   0.99962536  =   0.99939958
 NQ0692
 NQ0692:                Primary Azimuth Mark                     Grid Az
 NQ0692:SPC WY E     -  ET 38 ES                                 071 51 32.4
 NQ0692:UTM  13      -  ET 38 ES                                 071 58 15.7
 NQ0692
 NQ0692|---------------------------------------------------------------------|
 NQ0692| PID    Reference Object                     Distance      Geod. Az  |
 NQ0692|                                                           dddmmss.s |
 NQ0692| NQ0689 ET 38 ES                            APPROX. 6.0 KM 0722027.0 |
 NQ0692|---------------------------------------------------------------------|
 NQ0692
 NQ0692                          SUPERSEDED SURVEY CONTROL
 NQ0692
 NQ0692  NAD 83(1986)-  42 13 49.22499(N)    104 26 59.33123(W) AD(       ) 3
 NQ0692  NGVD 29 (09/11/89) 1455.8    (m)         4776.     (f) VERT ANG       
 NQ0692
 NQ0692.Superseded values are not recommended for survey control.
 NQ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0692.See file dsdata.txt to determine how the superseded data were derived.
 NQ0692
 NQ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4540075498(NAD 83)
 NQ0692_MARKER: DS = TRIANGULATION STATION DISK
 NQ0692_SETTING: 0 = UNSPECIFIED SETTING
 NQ0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0692
 NQ0692  HISTORY     - Date     Condition        Report By
 NQ0692  HISTORY     - 1947     MONUMENTED       USGS
 NQ0692
 NQ0692                          STATION DESCRIPTION
 NQ0692
 NQ0692'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0692'LOCATED ON A PROMINENT PINNACLE 6.0 MI. BY RD. NE. OF FORT LARAMIE,
 NQ0692'WYOMING, IN APPROXIMATE CENTER OF SEC. 17, T 26 N, R 63 W.
 NQ0692'
 NQ0692'TO REACH STATION FROM CHICAGO, BURLINGTON, AND QUINCY RAILROAD STATION
 NQ0692'AT FORT LARAMIE, GO N. ON U.S. HIGHWAY 26 FOR 0.2 MI. TO CURVE,
 NQ0692'CONTINUE N. ON GRADED AND GRAVELED RD. 0.1 MI. TO S. BANK OF LARGE
 NQ0692'IRRIGATION CANAL, TURN SHARPLY TO RIGHT AND FOLLOWING RD. ALONG S.
 NQ0692'BANK OF CANAL FOR 1.3 MI. TO FIRST BRIDGE ACROSS CANAL, CROSS BRIDGE
 NQ0692'AND FOLLOW DIM RD. PARALLELING N. BANK OF CANAL 0.3 MI. TO GATE IN
 NQ0692'FENCE, PASS THROUGH GATE AND CONTINUE ON DIM RD. FOR 0.7 MI., TURN
 NQ0692'LEFT ACROSS COUNTRY AND PROCEED FOR 0.6 MI. TO TOP OF FIRST RIDGE
 NQ0692'WHERE FENCES W. AND N. CORNER, FOLLOW DIM RD. ALONG FENCE FOR 1.0 MI.
 NQ0692'AND CONTINUE ON DIM RD. TO RIGHT IN NE. DIRECTION FOR 1.4 MI. TO OLD
 NQ0692'LOG CORRAL IN BOTTOM OF LARGE DRAIN.  FOLLOW DIM RD. UP DRAIN FOR 0.3
 NQ0692'MI., TURN RIGHT UP SIDE DRAIN FOR 0.2 MI. TO TOP OF LOW RIDGE, STATION
 NQ0692'IS LOCATED 250 FT. SE. ON PROMINENT PINNACLE.
 NQ0692'
 NQ0692'RECOVERED BY USGS IN 1958, 1960, AND 1961.
 NQ0692'
 NQ0692'STATION MARK--STANDARD TABLET STAMPED---PIMPLE 1947--- AND SET IN
 NQ0692'TOP OF CONCRETE POST.
 NQ0692'
 NQ0692'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN ROCK
 NQ0692'OUTCROP, 249.90 FT. FROM STATION N 76 DEGREES 55 MINUTES, NE.
 NQ0692'
 NQ0692'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN ROCK
 NQ0692'OUTCROP, 203.50 FT. FROM STATION N 41 DEGREES 21 MINUTES, SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0519 ***********************************************************************
 NQ0519  DESIGNATION -  PINACLE
 NQ0519  PID         -  NQ0519
 NQ0519  STATE/COUNTY-  WY/NIOBRARA
 NQ0519  USGS QUAD   -  BILLS CREEK (1981)
 NQ0519
 NQ0519                         *CURRENT SURVEY CONTROL
 NQ0519  ___________________________________________________________________
 NQ0519* NAD 83(1993)-  42 50 53.31299(N)    104 37 54.82047(W)     ADJUSTED  
 NQ0519* NAVD 88     -      1705.9    (meters)    5597.     (feet)  VERTCON   
 NQ0519  ___________________________________________________________________
 NQ0519  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 NQ0519  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0519
 NQ0519  HORZ ORDER  -  FIRST
 NQ0519
 NQ0519.The horizontal coordinates were established by classical geodetic methods
 NQ0519.and adjusted by the National Geodetic Survey in January 1997..
 NQ0519
 NQ0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0519
 NQ0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0519
 NQ0519.The geoid height was determined by GEOID03.
 NQ0519
 NQ0519;                    North         East     Units Scale Factor Converg.
 NQ0519;SPC WY E     -   260,923.516   243,710.383   MT  0.99996100   +0 21 49.3
 NQ0519;UTM  13      - 4,744,017.210   530,077.465   MT  0.99961113   +0 15 01.2
 NQ0519
 NQ0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0519!SPC WY E     -   0.99973479  x   0.99996100  =   0.99969580
 NQ0519!UTM  13      -   0.99973479  x   0.99961113  =   0.99934602
 NQ0519
 NQ0519:                Primary Azimuth Mark                     Grid Az
 NQ0519:SPC WY E     -  PINACLE AZ MK                            138 02 27.2
 NQ0519:UTM  13      -  PINACLE AZ MK                            138 09 15.3
 NQ0519
 NQ0519|---------------------------------------------------------------------|
 NQ0519| PID    Reference Object                     Distance      Geod. Az  |
 NQ0519|                                                           dddmmss.s |
 NQ0519| CQ4618 PINACLE AZ MK                                      1382416.5 |
 NQ0519| CQ4619 PINACLE RM 1                         12.797 METERS 16334     |
 NQ0519| CQ4620 PINACLE RM 2                         13.377 METERS 25854     |
 NQ0519|---------------------------------------------------------------------|
 NQ0519
 NQ0519                          SUPERSEDED SURVEY CONTROL
 NQ0519
 NQ0519  NAD 83(1986)-  42 50 53.28902(N)    104 37 54.80691(W) AD(       ) 1
 NQ0519  NAD 27      -  42 50 53.41100(N)    104 37 52.95600(W) AD(       ) 1
 NQ0519  NGVD 29 (01/15/93) 1705.2    (m)         5594.     (f) GPS OBS        
 NQ0519
 NQ0519.Superseded values are not recommended for survey control.
 NQ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0519.See file dsdata.txt to determine how the superseded data were derived.
 NQ0519
 NQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH3007744017(NAD 83)
 NQ0519_MARKER: DS = TRIANGULATION STATION DISK
 NQ0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0519_SP_SET: CONCRETE POST
 NQ0519_STAMPING: PINACLE 1938
 NQ0519_MARK LOGO: CGS   
 NQ0519_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0519+STABILITY: SURFACE MOTION
 NQ0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0519+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1992
 NQ0519
 NQ0519  HISTORY     - Date     Condition        Report By
 NQ0519  HISTORY     - 1938     MONUMENTED       CGS
 NQ0519  HISTORY     - 1938     GOOD             CGS
 NQ0519  HISTORY     - 1963     GOOD             CGS
 NQ0519  HISTORY     - 1977     GOOD             NGS
 NQ0519  HISTORY     - 19920818 GOOD             NGS
 NQ0519
 NQ0519                          STATION DESCRIPTION
 NQ0519
 NQ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 NQ0519'STATION PINACLE IS LOCATED IN SEC. 11, TOWNSHIP 65 N, R 38 N.
 NQ0519'ABOUT 7 MILES AIRLINE NE OF KEELINE.  ABOUT 4-1/2 MILES AIRLINE
 NQ0519'N OF MANVILLE.  AND ABOUT 9 MILES AIRLINE NW OF LUSK.
 NQ0519'
 NQ0519'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 NQ0519'BRONZE DISKS SET IN CONCRETE.
 NQ0519'
 NQ0519'STATION PINACLE IS REACHED FROM MANVILLE BY GOING N ON THE
 NQ0519'OILED ROAD, (LANCE CREEK ROAD) 4.8 MILES TO A VERY DIM ROAD LEADING
 NQ0519'LEFT, W, THROUGH A WIRE GATE.  THE AZIMUTH MARK IS AT THIS
 NQ0519'POINT, 60 FEET W OF OILED ROAD AND 3 FEET W OF THE FENCE LINE.
 NQ0519'GO THROUGH THE GATE AND ACROSS THE PRAIRIE NW TO THE RIM OF THE
 NQ0519'CANYON.  THE STATION IS ABOUT 60 FEET S OF THE EDGE OF THE
 NQ0519'CANYON AND ABOUT 300 FEET S OF A PROMINENT FLAT-TOPPED CHIMNEY
 NQ0519'ROCK.
 NQ0519
 NQ0519                          STATION RECOVERY (1938)
 NQ0519
 NQ0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 NQ0519'RECOVERED IN GOOD CONDITION.
 NQ0519
 NQ0519                          STATION RECOVERY (1963)
 NQ0519
 NQ0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 NQ0519'STATION FOUND AS DESCRIBED.  ALL MARKS FOUND AND IN GOOD CONDITION.
 NQ0519
 NQ0519                          STATION RECOVERY (1977)
 NQ0519
 NQ0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NQ0519'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 NQ0519'DIRECTION TO THE REFERENCE MARKS CHECKED FAIRLY WELL.
 NQ0519'
 NQ0519'STATION IS REACHED FROM THE POST OFFICE IN MANVILLE.  GO NORTH ON THE
 NQ0519'MAIN STREET AND STATE HIGHWAY 270 FOR 4.05 MILES TO A WIRE GATE ON
 NQ0519'BOTH SIDES OF THE HIGHWAY.  TURN LEFT AND PROCEED FOR ABOUT 80 FEET
 NQ0519'TO WIRE GATE AND AZIMUTH MARK, AS DESCRIBED.  PASS THROUGH THE
 NQ0519'GATE AND CONTINUE WEST ON TRACK ROAD FOR ABOUT 60 FEET TO A FORK,
 NQ0519'KEEP RIGHT AND CONTINUE ON A DIM TRACK ROAD, NORTHERLY FOR 0.7
 NQ0519'MILE TO A T-FENCE CORNER.  TURN LEFT AND FOLLOW ALONG FENCELINE,
 NQ0519'WESTERLY FOR 0.3 MILE TO A WIRE GATE ON RIGHT IN THE EAST-WEST
 NQ0519'FENCELINE.  TURN RIGHT, PASS THROUGH THE GATE, THENCE LEFT AND GO
 NQ0519'WESTERLY FOR 0.15 MILE TO TOP OF HILL AND STATION, AS DESCRIBED.
 NQ0519'
 NQ0519'STATION IS A STANDARD STATION MARK DISK, STAMPED PINACLE 1938, SET
 NQ0519'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.
 NQ0519'MARK IS ABOUT 60 FEET SOUTH OF A POINT WHERE HILL STARTS TO SLOPE
 NQ0519'TOWARD CANYON AND 2.6 FEET EAST OF A METAL WITNESS POST WITH METAL
 NQ0519'WITNESS SIGN ATTACHED.
 NQ0519'
 NQ0519'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED PINACLE
 NQ0519'NO 1 1938, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 NQ0519'ABOUT 4 INCHES.
 NQ0519'
 NQ0519'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED PINACLE
 NQ0519'NO 2 1938, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 NQ0519'ABOUT 6 INCHES.
 NQ0519'
 NQ0519'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED PINACLE 1938,
 NQ0519'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 5
 NQ0519'INCHES.  MARK IS 83 FEET WEST OF THE APPROXIMATE CENTER OF STATE
 NQ0519'HIGHWAY 270, 4.3 FEET NORTHWEST OF THE NORTH GATE POST OF WIRE
 NQ0519'GATE, 3.5 FEET WEST OF A METAL WITNESS POST WITH METAL SIGN
 NQ0519'ATTACHED AND 3 FEET WEST OF NORTH-SOUTH FENCELINE.
 NQ0519'
 NQ0519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.65 MILE
 NQ0519'NORTH OF MANVILLE.
 NQ0519
 NQ0519                          STATION RECOVERY (1992)
 NQ0519
 NQ0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NQ0519'STATION IS LOCATED ABOUT 20 KM (12.4 MI) WEST-NORTHWEST OF LUSK, 8 KM
 NQ0519'(5.0 MI) NORTH OF MANVILLE, 0.8 KM (0.5 MI) WEST OF STATE HIGHWAY
 NQ0519'270, ON AN EAST-WEST RIDGE THAT SLOPES TO THE SOUTH AND DROPS
 NQ0519'PRECIPITOUSLY TO THE NORTH, THE RIDGE HAS TREES ALONG BOTH SIDES BUT
 NQ0519'IS OPEN ON THE TOP.  OWNERSHIP--FRANK LADWIG, STAR ROUTE 3, BOX 343A,
 NQ0519'LUSK, WY 82225.  HIS SONS PHONE IS 307-334-2663.
 NQ0519'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE HIGHWAY 270 ON
 NQ0519'THE SOUTH SIDE OF MANVILLE, GO NORTH THROUGH TOWN ON HIGHWAY 270 FOR
 NQ0519'1.02 KM (0.63 MI) TO A RAILROAD CROSSING.  CONTINUE AHEAD FOR 4.33 KM
 NQ0519'(2.69 MI) TO MR. LADWIGS TRAILER ON THE LEFT.  CONTINUE AHEAD FOR
 NQ0519'1.81 KM (1.12 MI) TO A FIELD ENTRANCE ON THE LEFT JUST PAST A FIELD
 NQ0519'ENTRANCE ON THE RIGHT (AT MILE 104.2).  TURN LEFT, PASSING THROUGH
 NQ0519'WIRE GATE (AZIMUTH MARK ON THE RIGHT) FOR 10 M (32.8 FT) TO A DIM
 NQ0519'FORK (DO NOT PASS THIS POINT WHEN WET).  BEAR RIGHT, NORTHERLY, ON
 NQ0519'TRACK ROAD FOR 1.10 KM (0.68 MI) TO A FENCE CORNER NEAR THE HIGHWAY.
 NQ0519'TURN LEFT, WEST, UPGRADE, ON TRACK ROAD ALONG FENCE FOR 0.53 KM
 NQ0519'(0.33 MI) TO A GATE.  TURN RIGHT THROUGH GATE THEN LEFT, WESTERLY,
 NQ0519'ALONG FENCE FOR 0.08 KM (0.05 MI) TO A SADDLE.  BEAR RIGHT,
 NQ0519'NORTHWEST, UPGRADE, FOR 0.11 KM (0.07 MI) TO A TRACK ROAD ON TOP OF
 NQ0519'RIDGE IN A SADDLE.  TURN LEFT, WESTERLY, ON ROAD FOR 0.10 KM
 NQ0519'(0.06 MI) TO THE STATION ON THE RIGHT.
 NQ0519'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 NQ0519'PROJECTING 5 CM.  IT IS 0.8 M (2.6 FT) EAST OF A METAL WITNESS POST,
 NQ0519'10.5 M (34.4 FT) NORTH OF THE TRACK ROAD CENTER, AND 18 M (59.1 FT)
 NQ0519'SOUTH OF THE NORTH EDGE OF THE BLUFF AT A ROUNDED POINT PROJECTING
 NQ0519'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0506 ***********************************************************************
 MP0506  DESIGNATION -  PINE
 MP0506  PID         -  MP0506
 MP0506  STATE/COUNTY-  WY/CARBON
 MP0506  USGS QUAD   -  PINE RIDGE (1971)
 MP0506
 MP0506                         *CURRENT SURVEY CONTROL
 MP0506  ___________________________________________________________________
 MP0506* NAD 83(1993)-  41 47 30.03620(N)    106 10 14.19067(W)     ADJUSTED  
 MP0506* NAVD 88     -      2210.2    (meters)    7251.     (feet)  VERTCON   
 MP0506  ___________________________________________________________________
 MP0506  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 MP0506  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 MP0506
 MP0506  HORZ ORDER  -  SECOND
 MP0506
 MP0506.The horizontal coordinates were established by classical geodetic methods
 MP0506.and adjusted by the National Geodetic Survey in January 1997..
 MP0506
 MP0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0506
 MP0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0506
 MP0506.The geoid height was determined by GEOID03.
 MP0506
 MP0506;                    North         East     Units Scale Factor Converg.
 MP0506;SPC WYEC     -   244,093.967   496,640.915   MT  1.00005239   +0 46 29.7
 MP0506;SPC WY E     -   143,927.650   116,556.639   MT  1.00002315   -0 40 08.7
 MP0506;UTM  13      - 4,627,308.954   402,736.653   MT  0.99971641   -0 46 48.7
 MP0506
 MP0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0506!SPC WYEC     -   0.99965547  x   1.00005239  =   0.99970784
 MP0506!SPC WY E     -   0.99965547  x   1.00002315  =   0.99967861
 MP0506!UTM  13      -   0.99965547  x   0.99971641  =   0.99937198
 MP0506
 MP0506:                Primary Azimuth Mark                     Grid Az
 MP0506:SPC WYEC     -  MCFADDEN                                 155 30 26.6
 MP0506:SPC WY E     -  MCFADDEN                                 156 57 05.0
 MP0506:UTM  13      -  MCFADDEN                                 157 03 45.0
 MP0506
 MP0506|---------------------------------------------------------------------|
 MP0506| PID    Reference Object                     Distance      Geod. Az  |
 MP0506|                                                           dddmmss.s |
 MP0506| MP0513 MCFADDEN                            APPROX. 8.6 KM 1561656.3 |
 MP0506|---------------------------------------------------------------------|
 MP0506
 MP0506                          SUPERSEDED SURVEY CONTROL
 MP0506
 MP0506  NAD 83(1986)-  41 47 30.02419(N)    106 10 14.18467(W) AD(       ) 2
 MP0506  NAD 27      -  41 47 30.14400(N)    106 10 12.13200(W) AD(       ) 2
 MP0506  NGVD 29 (07/19/86) 2209.0    (m)         7247.     (f) VERT ANG       
 MP0506
 MP0506.Superseded values are not recommended for survey control.
 MP0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0506.See file dsdata.txt to determine how the superseded data were derived.
 MP0506
 MP0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG0273727309(NAD 83)
 MP0506_MARKER: Z = SEE DESCRIPTION
 MP0506_SETTING: 0 = UNSPECIFIED SETTING
 MP0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0506
 MP0506  HISTORY     - Date     Condition        Report By
 MP0506  HISTORY     - 1933     MONUMENTED       USGS
 MP0506  HISTORY     - 1971     GOOD             USGS
 MP0506  HISTORY     - 1974     GOOD             DMA
 MP0506
 MP0506                          STATION DESCRIPTION
 MP0506
 MP0506'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MP0506'ABOUT 7 MILES SOUTH OF MEDICINE BOW, IN T. 21 N., R. 78 W.,
 MP0506'ON TOP OF AND ABOUT 35 YARDS EAST OF SOUTHWEST POINT OF
 MP0506'CONSPICUOUS RIDGE (STEEP AND ROCKY AT WEST END AND SLOPING
 MP0506'GRADUALLY TO EAST) KNOWN AS PINEY RIDGE.  TO REACH FROM
 MP0506'MEDICINE BOW, GO EAST ACROSS RAILROAD TRACKS AND FOLLOW
 MP0506'MAIN-TRAVELED ROAD UP HILL 0.6 MILE, FOLLOW RIGHT FORK (LEADING
 MP0506'ALONG SOUTH SIDE OF LANDING FIELD) 1.2 MILES, FOLLOW LEFT
 MP0506'FORK 0.7 MILE TO GATE, PASS THROUGH GATE AND FOLLOW ROAD
 MP0506'0.7 MILE TO FARMYARD, PASS THROUGH FARMYARD AND GO ABOUT
 MP0506'6 MILES TOWARD RIDGE (EASILY DISTINGUISHED).  BEST ROUTE
 MP0506'AFTER PASSING THROUGH FARMYARD IS ROAD SOUTH THROUGH MEADOW
 MP0506'TO SOUTHWEST SIDE OF RIDGE WHICH IS END OF TRUCK
 MP0506'TRAVEL.  PROBABLY MARKED BY STANDARD U.S. GEOLOGICAL SURVEY
 MP0506'STATION DISK.
 MP0506
 MP0506                          STATION RECOVERY (1971)
 MP0506
 MP0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0506'RECOVERED, REVISED DESCRIPTION AS FOLLOWS
 MP0506'
 MP0506'STATION IS LOCATED ABOUT 10.0 MI. (AIRLINE) S. OF MEDICINE BOW, NEAR
 MP0506'THE SW. EDGE OF A HIGH, ROCKY, SPARSELY TIMBERED RIDGE, KNOWN AS PINE
 MP0506'RIDGE, NEARLY IN LINE WITH A N-S. FENCE LINE RUNNING S. OF THE RIDGE,
 MP0506'IN SEC. 16, T 21 N, R 78 W.
 MP0506'
 MP0506'TO REACH FROM MEDICINE BOW POST OFFICE, GO S. CROSSING U.S. HIGHWAY
 MP0506'30 AT 0.1 MI. AND PAST MEDICINE BOW RAILROAD STATION AT LEFT, FOLLOW
 MP0506'MAIN TRAVELED RD. 2.8 MI. TO RD. FORK, CONTINUE ON LEFT FORK (S.)
 MP0506'6.6 MI. TO N-S. FENCE LINE, GO 0.1 MI. PAST FENCE LINE AND TURN LEFT
 MP0506'(N.) ONTO DIM RD. LEADING UP RIDGE, FOLLOW DIM RD., WHICH EVENTUALLY
 MP0506'TURNS IN A WESTERLY DIRECTION, 0.8 MI. NEAR SUMMIT OF ROCKY SPARSELY
 MP0506'TIMBERED RIDGE, LEAVE VEHICLE AND WALK ABOUT 800 FT. TO TOP OF SW.
 MP0506'CORNER OF RIDGE AND STATION.
 MP0506'
 MP0506'STATION MARK--USGS COPPER DISK, STAMPED ---VA 7234---.
 MP0506'
 MP0506'REFERENCE MARKS--NONE.
 MP0506
 MP0506                          STATION RECOVERY (1974)
 MP0506
 MP0506'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 MP0506'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED WITH
 MP0506'THE EXCEPTION THAT THE FENCE LINE DESCRIBED IS NOTHING MORE THAN
 MP0506'SOME FENCE POSTS LEFT FROM A PREVIOUS FENCE LINE RUNNING IN A N-S
 MP0506'LINE.  NO REFERENCE MARKS OR AN AZIMUTH MARK WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1027 ***********************************************************************
 MO1027  DESIGNATION -  PINE
 MO1027  PID         -  MO1027
 MO1027  STATE/COUNTY-  WY/LARAMIE
 MO1027  USGS QUAD   -  PINE BLUFFS (1992)
 MO1027
 MO1027                         *CURRENT SURVEY CONTROL
 MO1027  ___________________________________________________________________
 MO1027* NAD 83(1993)-  41 09 59.51080(N)    104 04 32.74041(W)     ADJUSTED  
 MO1027* NAVD 88     -      1627.     (meters)    5338.     (feet)  SCALED    
 MO1027  ___________________________________________________________________
 MO1027  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 MO1027  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 MO1027
 MO1027  HORZ ORDER  -  SECOND
 MO1027
 MO1027.The horizontal coordinates were established by classical geodetic methods
 MO1027.and adjusted by the National Geodetic Survey in January 1997..
 MO1027
 MO1027.The orthometric height was scaled from a topographic map.
 MO1027
 MO1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1027
 MO1027.The geoid height was determined by GEOID03.
 MO1027
 MO1027;                    North         East     Units Scale Factor Converg.
 MO1027;SPC WY E     -    74,587.793   291,547.157   MT  1.00004061   +0 43 05.3
 MO1027;SPC NE       -   156,077.506   158,187.069   MT  0.99967603   -2 42 03.6
 MO1027;UTM  13      - 4,557,655.484   577,534.382   MT  0.99967399   +0 36 30.3
 MO1027
 MO1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1027!SPC WY E     -   0.99974774  x   1.00004061  =   0.99978834
 MO1027!SPC NE       -   0.99974774  x   0.99967603  =   0.99942385
 MO1027!UTM  13      -   0.99974774  x   0.99967399  =   0.99942181
 MO1027
 MO1027|---------------------------------------------------------------------|
 MO1027| PID    Reference Object                     Distance      Geod. Az  |
 MO1027|                                                           dddmmss.s |
 MO1027| CQ4623 PINE RM 1                            16.136 METERS 16234     |
 MO1027| MO1026 PINE BLUFFS RURAL ELEC RADIO        APPROX. 1.1 KM 1855638.9 |
 MO1027| CQ4622 PINE AZ MK                                         2495504.0 |
 MO1027| CQ4624 PINE RM 2                            15.962 METERS 29016     |
 MO1027|---------------------------------------------------------------------|
 MO1027
 MO1027                          SUPERSEDED SURVEY CONTROL
 MO1027
 MO1027  NAD 83(1986)-  41 09 59.50201(N)    104 04 32.73798(W) AD(       ) 2
 MO1027  NAD 27      -  41 09 59.56900(N)    104 04 30.91310(W) AD(       ) 2
 MO1027
 MO1027.Superseded values are not recommended for survey control.
 MO1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1027.See file dsdata.txt to determine how the superseded data were derived.
 MO1027
 MO1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7753457655(NAD 83)
 MO1027_MARKER: DS = TRIANGULATION STATION DISK
 MO1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1027
 MO1027  HISTORY     - Date     Condition        Report By
 MO1027  HISTORY     - 1960     MONUMENTED       CGS
 MO1027  HISTORY     - 1963     GOOD             CGS
 MO1027
 MO1027                          STATION DESCRIPTION
 MO1027
 MO1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1027'THE STATION IS LOCATED 1 MILE SOUTH OF PINE BLUFFS AND 1 MILE
 MO1027'WEST OF THE NEBRASKA-WYOMING BORDER.  IT IS NEAR THE NORTH RIM
 MO1027'OF A PINE COVERED BLUFF IN THE NW 1/4 OF SECTION 22, T. 14 N.,
 MO1027'R. 60 W., ON LAND OWNED BY THE CITY OF PINE BLUFFS.
 MO1027'
 MO1027'TO REACH THE STATION FROM THE POST OFFICE IN PINE BLUFFS GO
 MO1027'EAST ON 4TH STREET FOR 0.3 MILE TO THE INTERSECTION OF BEECH
 MO1027'AND 4TH STREETS.  TURN RIGHT, SOUTH, AND GO 0.9 MILE TO A
 MO1027'SIDE ROAD RIGHT.  TURN RIGHT, WEST, TAKING THE MIDDLE ONE OF
 MO1027'THREE FORKS AND GO 0.6 MILE TO A FORK.  TAKE THE LEFT FORK
 MO1027'AND GO 0.15 MILE TO A FORK.  KEEP THE RIGHT FORK AND GO 0.05
 MO1027'MILE TO THE STATION ON THE RIGHT, ON THE NORTH SIDE OF A U
 MO1027'TURN IN THE ROAD.
 MO1027'
 MO1027'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN PINE BLUFFS
 MO1027'GO WEST ON 4TH STREET FOR 0.3 MILE TO THE INTERSECTION WITH
 MO1027'U.S. HIGHWAY 30.  TURN LEFT ON U.S. HIGHWAY 30 AND GO 1.9
 MO1027'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MO1027'
 MO1027'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MO1027'INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS
 MO1027'STAMPED PINE 1960.  IT IS 25 FEET NORTH OF THE CENTER OF
 MO1027'A U TURN IN THE ROAD.
 MO1027'
 MO1027'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 MO1027'10 INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS
 MO1027'STAMPED PINE NO 1 1960.  IT IS 23 FEET WEST OF THE CENTER
 MO1027'OF A DIRT ROAD AND 22 FEET SOUTH OF THE CENTER OF A DIRT ROAD.
 MO1027'
 MO1027'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MO1027'10 INCH SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS
 MO1027'STAMPED PINE NO 2 1960.  IT IS 68 FEET NORTH-NORTHEAST OF
 MO1027'A PINE TREE WITH A TRIANGLE BLAZE ON ITS TRUNK, 58 FEET NORTHWEST
 MO1027'OF A CURVE IN A DIRT ROAD AND 40 FEET SOUTHEAST OF A FIREPLACE.
 MO1027'
 MO1027'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 MO1027'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IS
 MO1027'STAMPED PINE 1960.  IT IS 97 FEET NORTH-NORTHWEST OF THE CENTER
 MO1027'OF U.S. HIGHWAY 30, 10 FEET EAST OF THE CENTER OF A METAL GATE
 MO1027'AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 MO1027'
 MO1027'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 MO1027
 MO1027                          STATION RECOVERY (1963)
 MO1027
 MO1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1027'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 MO1027'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO
 MO1027'BE IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 MO1027'MARKS WERE VERIFIED.
 MO1027'
 MO1027'THE TO REACH IS ENTIRELY ADEQUATE.
 MO1027'
 MO1027'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MO1027'
 MO1027'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0480 ***********************************************************************
 NQ0480  DESIGNATION -  PINE
 NQ0480  PID         -  NQ0480
 NQ0480  STATE/COUNTY-  WY/GOSHEN
 NQ0480  USGS QUAD   -  RED CLOUD CREEK WEST (1990)
 NQ0480
 NQ0480                         *CURRENT SURVEY CONTROL
 NQ0480  ___________________________________________________________________
 NQ0480* NAD 83(1993)-  42 15 38.50081(N)    104 24 09.53168(W)     ADJUSTED  
 NQ0480* NAVD 88     -      1540.     (meters)    5052.     (feet)  SCALED    
 NQ0480  ___________________________________________________________________
 NQ0480  LAPLACE CORR-          -7.59  (seconds)                    DEFLEC99
 NQ0480  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 NQ0480
 NQ0480  HORZ ORDER  -  SECOND
 NQ0480
 NQ0480.The horizontal coordinates were established by classical geodetic methods
 NQ0480.and adjusted by the National Geodetic Survey in January 1997..
 NQ0480
 NQ0480.The orthometric height was scaled from a topographic map.
 NQ0480
 NQ0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0480
 NQ0480.The geoid height was determined by GEOID03.
 NQ0480
 NQ0480;                    North         East     Units Scale Factor Converg.
 NQ0480;SPC WY E     -   195,815.433   263,036.773   MT  0.99998637   +0 30 49.8
 NQ0480;UTM  13      - 4,678,894.240   549,268.947   MT  0.99962987   +0 24 06.2
 NQ0480
 NQ0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0480!SPC WY E     -   0.99976110  x   0.99998637  =   0.99974747
 NQ0480!UTM  13      -   0.99976110  x   0.99962987  =   0.99939106
 NQ0480
 NQ0480:                Primary Azimuth Mark                     Grid Az
 NQ0480:SPC WY E     -  ET 38 ES                                 130 11 41.2
 NQ0480:UTM  13      -  ET 38 ES                                 130 18 24.8
 NQ0480
 NQ0480|---------------------------------------------------------------------|
 NQ0480| PID    Reference Object                     Distance      Geod. Az  |
 NQ0480|                                                           dddmmss.s |
 NQ0480| CQ4625 ET 38 ES                                           1304231.0 |
 NQ0480| CQ4626 PINE RM 1                            16.136 METERS 13325     |
 NQ0480| NQ0473 LINGLE MUNICIPAL TANK               APPROX.14.5 KM 1614757.1 |
 NQ0480| CQ4627 PINE RM 2                            15.962 METERS 20706     |
 NQ0480|---------------------------------------------------------------------|
 NQ0480
 NQ0480                          SUPERSEDED SURVEY CONTROL
 NQ0480
 NQ0480  NAD 83(1986)-  42 15 38.47620(N)    104 24 09.53202(W) AD(       ) 2
 NQ0480  NAD 27      -  42 15 38.59900(N)    104 24 07.71030(W) AD(       ) 2
 NQ0480
 NQ0480.Superseded values are not recommended for survey control.
 NQ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0480.See file dsdata.txt to determine how the superseded data were derived.
 NQ0480
 NQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4926978894(NAD 83)
 NQ0480_MARKER: DS = TRIANGULATION STATION DISK
 NQ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0480
 NQ0480  HISTORY     - Date     Condition        Report By
 NQ0480  HISTORY     - 1963     MONUMENTED       CGS
 NQ0480
 NQ0480                          STATION DESCRIPTION
 NQ0480
 NQ0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0480'THE STATION IS LOCATED 8-1/2 MILES NORTH AND 3 MILES WEST OF
 NQ0480'LINGLE, ON THE HIGHEST POINT OF A PINE TREE COVERED RIDGE
 NQ0480'OF WHAT IS LOCALLY KNOWN AS PINE RIDGE MOUNTAIN.  IT IS
 NQ0480'NEAR THE SECTION CORNER COMMON TO SECTIONS 34, 35, 3 AND 2,
 NQ0480'NEAR TOWNSHIP LINE BETWEEN T 26 AND 27 N, R36W, ON THE PROPERTY
 NQ0480'OF MR. JESS SKINNER.
 NQ0480'
 NQ0480'TO REACH THE STATION FROM THE POST OFFICE IN LINGLE, GO NORTH
 NQ0480'ON U.S. HIGHWAY 85 FOR 6.9 MILES TO A WIRE GATE ON THE LEFT.
 NQ0480'TURN LEFT, PASS THROUGH GATE AND FOLLOW TRACK ROAD WEST FOR 0.8
 NQ0480'MILE TO CORRALS AND RANCH BUILDINGS AND GATE ON THE NORTH OF THE
 NQ0480'CORRALS IN A NORTH-SOUTH FENCE.  PASS THROUGH GATE, TURN LEFT AND
 NQ0480'GO SOUTH FOR 0.1 MILE TO TRACK ROAD.  TURN RIGHT AND GO WEST
 NQ0480'ON TRACK ROAD FOR 0.7 MILE TO A GATE IN A NORTH-SOUTH FENCE.
 NQ0480'PASS THROUGH GATE AND CONTINUE WEST FOR 0.4 MILE TO WINDMILL
 NQ0480'AND TANK AND GATE IN A EAST-WEST FENCE.  PASS THROUGH GATE,
 NQ0480'TURN LEFT AND GO WEST ON THE NORTH SIDE OF FENCE LINE FOR 0.6
 NQ0480'MILE TO A 4-WAY FENCE INTERSECTION AND GATE.  PASS THROUGH GATE
 NQ0480'AND CONTINUE WEST ON THE SOUTH SIDE OF FENCE, THENCE FOLLOW
 NQ0480'TRACK ROAD NORTHWESTERLY WHICH LEADS TO THE TOP OF A
 NQ0480'BENCH FOR 2.3 MILES TO A FORK IN THE OLD TRACK ROAD,
 NQ0480'CONTINUE AHEAD, NORTHWEST FOR 0.45 MILE TO A 4-WAY FENCE
 NQ0480'INTERSECTION AND WIRE GATE AND AZIMUTH MARK.  PASS
 NQ0480'THROUGH THE GATE AND FOLLOW THE TRACK ROAD WEST-NORTHWEST FOR
 NQ0480'0.3 MILE TO Y-FORK, KEEP LEFT FORK AND GO WESTERLY FOR 0.75
 NQ0480'MILE TO A DIM FORK.  KEEP THE RIGHT FORK AND GO NORTHWEST
 NQ0480'FOR 0.15 MILE TO THE TOP OF A RIDGE.  HERE, TURN RIGHT AND
 NQ0480'GO NORTH-NORTHEAST ACROSS COUNTRY A SHORT DISTANCE TO THE
 NQ0480'SOUTHWEST END OF A RIDGE AND THEN FOLLOW DIM TRACK ROAD
 NQ0480'THROUGH THE PINE TREES NORTHERLY AND WESTERLY FOR 0.65
 NQ0480'MILE TO THE STATION WHERE THE RIDGE FORKS THREE WAYS.
 NQ0480'
 NQ0480'THE STATION MARK IS A STANDARD DISK STAMPED PINE 1963, SET
 NQ0480'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NQ0480'7 INCHES.  IT IS 20 FEET WEST OF THE CENTER OF A TRACK ROAD AND
 NQ0480'4.4 FEET WEST OF THE WITNESS POST.
 NQ0480'
 NQ0480'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PINE NO 1 1963,
 NQ0480'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NQ0480'6 INCHES.  IT IS 76 FEET SOUTHEAST OF THE WITNESS POST AND 8
 NQ0480'FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD.
 NQ0480'
 NQ0480'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PINE NO 2 1963,
 NQ0480'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NQ0480'PROJECTS 6 INCHES.  IT IS 87 FEET SOUTHWEST OF THE CENTER
 NQ0480'OF A TRACK ROAD AND 78.7 FEET SOUTHWEST OF THE WITNESS POST.
 NQ0480'
 NQ0480'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 NQ0480'STAMPED 4844 38ES 1958, SET IN THE TOP OF A 6-INCH SQUARE
 NQ0480'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 9 FEET WEST
 NQ0480'OF THE CENTER OF A TRACK ROAD, 3.4 FEET NORTH OF THE WITNESS
 NQ0480'POST AND 1 FOOT EAST OF A FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0388 ***********************************************************************
 OU0388  DESIGNATION -  PINE
 OU0388  PID         -  OU0388
 OU0388  STATE/COUNTY-  WY/CAMPBELL
 OU0388  USGS QUAD   -  PINEY CANYON SW (1971)
 OU0388
 OU0388                         *CURRENT SURVEY CONTROL
 OU0388  ___________________________________________________________________
 OU0388* NAD 83(1993)-  43 30 13.97122(N)    105 11 14.21167(W)     ADJUSTED  
 OU0388* NAVD 88     -      1506.8    (meters)    4944.     (feet)  VERTCON   
 OU0388  ___________________________________________________________________
 OU0388  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 OU0388  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 OU0388
 OU0388  HORZ ORDER  -  SECOND
 OU0388
 OU0388.The horizontal coordinates were established by classical geodetic methods
 OU0388.and adjusted by the National Geodetic Survey in January 1997..
 OU0388
 OU0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0388
 OU0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0388
 OU0388.The geoid height was determined by GEOID03.
 OU0388
 OU0388;                    North         East     Units Scale Factor Converg.
 OU0388;SPC WY E     -   333,630.468   198,332.991   MT  0.99993753   -0 00 51.1
 OU0388;UTM  13      - 4,816,789.419   484,860.360   MT  0.99960282   -0 07 44.1
 OU0388
 OU0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0388!SPC WY E     -   0.99976616  x   0.99993753  =   0.99970371
 OU0388!UTM  13      -   0.99976616  x   0.99960282  =   0.99936908
 OU0388
 OU0388:                Primary Azimuth Mark                     Grid Az
 OU0388:SPC WY E     -  DUGOUT                                   193 55 25.8
 OU0388:UTM  13      -  DUGOUT                                   194 02 18.8
 OU0388
 OU0388|---------------------------------------------------------------------|
 OU0388| PID    Reference Object                     Distance      Geod. Az  |
 OU0388|                                                           dddmmss.s |
 OU0388| OU0404 DUGOUT                              APPROX. 9.3 KM 1935434.7 |
 OU0388|---------------------------------------------------------------------|
 OU0388
 OU0388                          SUPERSEDED SURVEY CONTROL
 OU0388
 OU0388  NAD 83(1986)-  43 30 13.94966(N)    105 11 14.19002(W) AD(       ) 2
 OU0388  NAD 27      -  43 30 14.05454(N)    105 11 12.26930(W) AD(       ) 2
 OU0388  NGVD 29 (07/19/86) 1506.0    (m)         4941.     (f) VERT ANG       
 OU0388
 OU0388.Superseded values are not recommended for survey control.
 OU0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0388.See file dsdata.txt to determine how the superseded data were derived.
 OU0388
 OU0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ8486016789(NAD 83)
 OU0388_MARKER: DD = SURVEY DISK
 OU0388_SETTING: 80 = SET IN A BOULDER
 OU0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0388+STABILITY: SURFACE MOTION
 OU0388
 OU0388  HISTORY     - Date     Condition        Report By
 OU0388  HISTORY     - 1955     MONUMENTED       USGS
 OU0388
 OU0388                          STATION DESCRIPTION
 OU0388
 OU0388'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0388'STATION IS LOCATED ABOUT 20 MI. (AIRLINE) N-NE. OF BILL AND ABOUT
 OU0388'19.5 MI. (AIRLINE) SE. OF RENO JUNCTION.  IN THE NW. 1/4 SEC. 19,
 OU0388'T 41 N, R 69 W, ON THE HIGHEST TOP OF A SPARSELY PINE COVERED RIM.
 OU0388'
 OU0388'TO REACH THE STATION FROM BILL POST OFFICE, GO 15.2 MI. N. ALONG
 OU0388'WYOMING STATE HIGHWAY 59 TO GRADED RD. E., TURN RIGHT 5.7 MI.
 OU0388'(E. AND N.) TO RD. FORK, TURN RIGHT 0.8 MI. TO FORD OVER ANTELOPE
 OU0388'CREEK, CONTINUE ON THE MAIN TRAVELED RD. N. OF THE CREEK 5.6 MI. TO
 OU0388'DILTZ CO. RANCH BUILDINGS, CONTINUE GENERALLY E. 1.3 MI. TO GATE
 OU0388'ENTERING IRWIN CATTLE CO. PROPERTY, CONTINUE 1.1 MI. TO A DIM
 OU0388'TRACK RD. TO THE N., TURN LEFT AND FOLLOW TRACK RD. ON E. SIDE OF
 OU0388'A DRAIN 0.8 MI. TO A WINDMILL, CONTINUE GENERALLY N. 0.9 MI. TO A
 OU0388'RD. FORK TO THE SE., TURN RIGHT (SE.) 0.4 MI., TURN LEFT, LEAVING
 OU0388'RD., AND GO N. ALONG A RIDGE PAST THE POINT OF A GROUP OF TREES
 OU0388'0.3 MI. TO THE BASE OF A SHARP BLUFF, LEAVE TRUCK AND PACK 10
 OU0388'MINUTES TO THE TOP AND THE STATION.
 OU0388'
 OU0388'STATION MARK--STANDARD TABLET, CEMENTED IN THE E. SIDE OF A LARGE
 OU0388'BOULDER, STAMPED ---PINE 1955---.
 OU0388'
 OU0388'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0514 ***********************************************************************
 PV0514  DESIGNATION -  PINE
 PV0514  PID         -  PV0514
 PV0514  STATE/COUNTY-  WY/CROOK
 PV0514  USGS QUAD   -  CARLILE (1984)
 PV0514
 PV0514                         *CURRENT SURVEY CONTROL
 PV0514  ___________________________________________________________________
 PV0514* NAD 83(1993)-  44 27 32.33073(N)    104 51 28.87297(W)     ADJUSTED  
 PV0514* NAVD 88     -      1440.6    (meters)    4726.     (feet)  VERTCON   
 PV0514  ___________________________________________________________________
 PV0514  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 PV0514  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 PV0514
 PV0514  HORZ ORDER  -  THIRD
 PV0514
 PV0514.The horizontal coordinates were established by classical geodetic methods
 PV0514.and adjusted by the National Geodetic Survey in January 1997..
 PV0514
 PV0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0514
 PV0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0514
 PV0514.The geoid height was determined by GEOID03.
 PV0514
 PV0514;                    North         East     Units Scale Factor Converg.
 PV0514;SPC WY E     -   439,792.907   224,562.184   MT  0.99994492   +0 12 58.2
 PV0514;UTM  13      - 4,922,862.680   511,294.980   MT  0.99960157   +0 05 58.0
 PV0514
 PV0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0514!SPC WY E     -   0.99977637  x   0.99994492  =   0.99972130
 PV0514!UTM  13      -   0.99977637  x   0.99960157  =   0.99937803
 PV0514
 PV0514:                Primary Azimuth Mark                     Grid Az
 PV0514:SPC WY E     -  DEER                                     192 45 44.8
 PV0514:UTM  13      -  DEER                                     192 52 45.0
 PV0514
 PV0514|---------------------------------------------------------------------|
 PV0514| PID    Reference Object                     Distance      Geod. Az  |
 PV0514|                                                           dddmmss.s |
 PV0514| PV0517 DEER                                APPROX. 8.0 KM 1925843.0 |
 PV0514|---------------------------------------------------------------------|
 PV0514
 PV0514                          SUPERSEDED SURVEY CONTROL
 PV0514
 PV0514  NAD 83(1986)-  44 27 32.31946(N)    104 51 28.85582(W) AD(       ) 3
 PV0514  NAD 27      -  44 27 32.38161(N)    104 51 26.95858(W) AD(       ) 3
 PV0514  NGVD 29 (07/19/86) 1440.0    (m)         4724.     (f) VERT ANG       
 PV0514
 PV0514.Superseded values are not recommended for survey control.
 PV0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0514.See file dsdata.txt to determine how the superseded data were derived.
 PV0514
 PV0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK1129522863(NAD 83)
 PV0514_MARKER: DD = SURVEY DISK
 PV0514_SETTING: 0 = UNSPECIFIED SETTING
 PV0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0514
 PV0514  HISTORY     - Date     Condition        Report By
 PV0514  HISTORY     - 1953     MONUMENTED       USGS
 PV0514
 PV0514                          STATION DESCRIPTION
 PV0514
 PV0514'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0514'STATION IS LOCATED APPROXIMATELY 24.0 MI. (AIRLINE) NW. OF SUNDANCE,
 PV0514'WYOMING, 14.0 MI. NE. OF MOORCROFT, WYOMING, ON SMALL TOP ON PINE
 PV0514'RIDGE, IN SEC. 25, T 52 N, R 67 W.
 PV0514'
 PV0514'TO REACH FROM SUNDANCE, WYOMING, GO W. ON U.S. HIGHWAY 14 FOR 22.7 MI.
 PV0514'TO BELLE FOURCHE RIVER BRIDGE, CONTINUE ON W. ALONG U.S. HIGHWAY 14
 PV0514'FOR 10.1 MI. TO FIRST FARMHOUSE (ON RIGHT) ON TOP OF PINE RIDGE, TURN
 PV0514'RIGHT THROUGH WIRE GATE, THEN TURN W. AND FOLLOW TRACK RD. FOR 0.3 MI.
 PV0514'TO RD. FORK, TAKE RIGHT FORK N. AND GO 1.6 MI. TO FORKS, TAKE RIGHT
 PV0514'FORK AND GO 0.1 MI. TO TOP OF HILL AND STATION.
 PV0514'
 PV0514'STATION MARK--A STANDARD TABLET (NOT STAMPED) IN A CONCRETE PLUG 2.0
 PV0514'FT. BELOW GROUND.
 PV0514'
 PV0514'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0324 ***********************************************************************
 NS0324  DESIGNATION -  PINE BAR
 NS0324  PID         -  NS0324
 NS0324  STATE/COUNTY-  WY/FREMONT
 NS0324  USGS QUAD   -  MOUNT ARTER (1991)
 NS0324
 NS0324                         *CURRENT SURVEY CONTROL
 NS0324  ___________________________________________________________________
 NS0324* NAD 83(1993)-  42 51 42.57141(N)    108 52 45.65976(W)     ADJUSTED  
 NS0324* NAVD 88     -      1927.3    (meters)    6323.     (feet)  VERTCON   
 NS0324  ___________________________________________________________________
 NS0324  LAPLACE CORR-         -23.55  (seconds)                    DEFLEC99
 NS0324  GEOID HEIGHT-         -10.87  (meters)                     GEOID03
 NS0324
 NS0324  HORZ ORDER  -  THIRD
 NS0324
 NS0324.The horizontal coordinates were established by classical geodetic methods
 NS0324.and adjusted by the National Geodetic Survey in January 1997..
 NS0324
 NS0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0324
 NS0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0324
 NS0324.The geoid height was determined by GEOID03.
 NS0324
 NS0324;                    North         East     Units Scale Factor Converg.
 NS0324;SPC WYWC     -   262,312.845   589,429.738   MT  0.99993887   -0 05 16.8
 NS0324;UTM  12      - 4,747,652.284   673,240.523   MT  0.99996923   +1 26 34.4
 NS0324
 NS0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0324!SPC WYWC     -   0.99969954  x   0.99993887  =   0.99963843
 NS0324!UTM  12      -   0.99969954  x   0.99996923  =   0.99966878
 NS0324
 NS0324:                Primary Azimuth Mark                     Grid Az
 NS0324:SPC WYWC     -  TATRO                                    136 28 11.4
 NS0324:UTM  12      -  TATRO                                    134 56 20.2
 NS0324
 NS0324|---------------------------------------------------------------------|
 NS0324| PID    Reference Object                     Distance      Geod. Az  |
 NS0324|                                                           dddmmss.s |
 NS0324| NS0261 TATRO                               APPROX. 2.8 KM 1362254.6 |
 NS0324|---------------------------------------------------------------------|
 NS0324
 NS0324                          SUPERSEDED SURVEY CONTROL
 NS0324
 NS0324  NAD 83(1986)-  42 51 42.55602(N)    108 52 45.66135(W) AD(       ) 3
 NS0324  NGVD 29 (11/06/89) 1926.2    (m)         6320.     (f) VERT ANG       
 NS0324
 NS0324.Superseded values are not recommended for survey control.
 NS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0324.See file dsdata.txt to determine how the superseded data were derived.
 NS0324
 NS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7324147652(NAD 83)
 NS0324_MARKER: DS = TRIANGULATION STATION DISK
 NS0324_SETTING: 0 = UNSPECIFIED SETTING
 NS0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0324
 NS0324  HISTORY     - Date     Condition        Report By
 NS0324  HISTORY     - 1950     MONUMENTED       USGS
 NS0324
 NS0324                          STATION DESCRIPTION
 NS0324
 NS0324'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0324'STATION IS LOCATED ABOUT 7 MI. W. AND 3 MI. N. OF TOWN OF LANDER,
 NS0324'WYOMING, ON NW. EDGE OF ROUND-TOPPED HILL.
 NS0324'
 NS0324'TO REACH FROM FREMONT COUNTY VOCATIONAL HIGH SCHOOL AT W. END OF TOWN
 NS0324'OF LANDER, WYOMING, FOLLOW U.S. HIGHWAY N. FOR 3.6 MI.  TURN LEFT ONTO
 NS0324'GRAVEL RD. AND PROCEED ALONG THIS RD. FOR 6.1 MI. TO FORK.  TAKE RIGHT
 NS0324'FORK FOR 0.6 MI. TO FORK.  STATION IS ABOUT ONE QUARTER OF A MILE NNW.
 NS0324'OF THIS POINT ON HIGH ROUND-TOPPED HILL ON FAR SIDE OF LARGE DRAIN.
 NS0324'
 NS0324'STATION MARK--STANDARD TABLET CEMENTED IN LIMESTONE ROCK AND STAMPED
 NS0324'---WR-PINEBAR 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1026 ***********************************************************************
 MO1026  DESIGNATION -  PINE BLUFFS RURAL ELEC RADIO
 MO1026  PID         -  MO1026
 MO1026  STATE/COUNTY-  WY/LARAMIE
 MO1026  USGS QUAD   -  PINE BLUFFS (1992)
 MO1026
 MO1026                         *CURRENT SURVEY CONTROL
 MO1026  ___________________________________________________________________
 MO1026* NAD 83(1993)-  41 09 24.13445(N)    104 04 37.61391(W)     ADJUSTED  
 MO1026* NAVD 88     -                                                        
 MO1026  ___________________________________________________________________
 MO1026  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 MO1026  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 MO1026
 MO1026  HORZ ORDER  -  THIRD
 MO1026
 MO1026.The horizontal coordinates were established by classical geodetic methods
 MO1026.and adjusted by the National Geodetic Survey in January 1997..
 MO1026
 MO1026
 MO1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1026
 MO1026.The geoid height was determined by GEOID03.
 MO1026
 MO1026;                    North         East     Units Scale Factor Converg.
 MO1026;SPC WY E     -    73,495.080   291,447.211   MT  1.00004039   +0 43 01.6
 MO1026;SPC NE       -   154,993.093   158,022.194   MT  0.99967706   -2 42 06.8
 MO1026;UTM  13      - 4,556,563.365   577,432.381   MT  0.99967379   +0 36 26.6
 MO1026
 MO1026                          SUPERSEDED SURVEY CONTROL
 MO1026
 MO1026  NAD 83(1986)-  41 09 24.12539(N)    104 04 37.61042(W) AD(       ) 4
 MO1026  NAD 27      -  41 09 24.19100(N)    104 04 35.78700(W) AD(       ) 3
 MO1026
 MO1026.Superseded values are not recommended for survey control.
 MO1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1026.See file dsdata.txt to determine how the superseded data were derived.
 MO1026
 MO1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7743256563(NAD 83)
 MO1026_MARKER: 42 = RADIO/TV MAST
 MO1026
 MO1026  HISTORY     - Date     Condition        Report By
 MO1026  HISTORY     - 1963     FIRST OBSERVED   CGS
 MO1026
 MO1026                          STATION DESCRIPTION
 MO1026
 MO1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1026'THE STATION IS THE ANTENNA ATOP THE WEST LEG OF A MAST WHICH
 MO1026'IS LOCATED ABOUT 1-3/4 MILE SOUTH-SOUTHWEST OF PINE BLUFFS,
 MO1026'ON THE WEST EDGE OF A BLUFF WHICH HAS SOME SCATTERED TIMBER
 MO1026'AND DROPS OFF SHARPLY TO THE WEST.
 MO1026'
 MO1026'THE MAST IS A SLENDER, THREE-LEGGED, GUYED STEEL STRUCTURE,
 MO1026'PAINTED ALTERNATELY RED AND WHITE AND 130 FEET IN HEIGHT.
 MO1026'THERE IS A SMALL ANTENNA (POLE) ON THE WEST LEG AND NEAR THE
 MO1026'TOP AND A CROSS ANTENNA ON THE TOP.  THE CROSS ANTENNA WAS
 MO1026'THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0448 ***********************************************************************
 OU0448  DESIGNATION -  PINE TREE
 OU0448  PID         -  OU0448
 OU0448  STATE/COUNTY-  WY/CAMPBELL
 OU0448  USGS QUAD   -  PINE TREE (1977)
 OU0448
 OU0448                         *CURRENT SURVEY CONTROL
 OU0448  ___________________________________________________________________
 OU0448* NAD 83(1993)-  43 36 33.76892(N)    105 48 25.12381(W)     ADJUSTED  
 OU0448* NAVD 88     -      1669.4    (meters)    5477.     (feet)  VERTCON   
 OU0448  ___________________________________________________________________
 OU0448  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 OU0448  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 OU0448
 OU0448  HORZ ORDER  -  THIRD
 OU0448
 OU0448.The horizontal coordinates were established by classical geodetic methods
 OU0448.and adjusted by the National Geodetic Survey in January 1997..
 OU0448
 OU0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0448
 OU0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0448
 OU0448.The geoid height was determined by GEOID03.
 OU0448
 OU0448;                    North         East     Units Scale Factor Converg.
 OU0448;SPC WY E     -   345,550.107   148,310.436   MT  0.99997035   -0 26 30.0
 OU0448;UTM  13      - 4,828,805.381   434,878.121   MT  0.99965216   -0 33 23.8
 OU0448
 OU0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0448!SPC WY E     -   0.99974058  x   0.99997035  =   0.99971094
 OU0448!UTM  13      -   0.99974058  x   0.99965216  =   0.99939283
 OU0448
 OU0448:                Primary Azimuth Mark                     Grid Az
 OU0448:SPC WY E     -  SIEVERS                                  036 25 50.5
 OU0448:UTM  13      -  SIEVERS                                  036 32 44.3
 OU0448
 OU0448|---------------------------------------------------------------------|
 OU0448| PID    Reference Object                     Distance      Geod. Az  |
 OU0448|                                                           dddmmss.s |
 OU0448| OU0443 SIEVERS                             APPROX. 5.8 KM 0355920.5 |
 OU0448|---------------------------------------------------------------------|
 OU0448
 OU0448                          SUPERSEDED SURVEY CONTROL
 OU0448
 OU0448  NAD 83(1986)-  43 36 33.74969(N)    105 48 25.09954(W) AD(       ) 3
 OU0448  NAD 27      -  43 36 33.85222(N)    105 48 23.08727(W) AD(       ) 3
 OU0448  NGVD 29 (07/19/86) 1668.6    (m)         5474.     (f) VERT ANG       
 OU0448
 OU0448.Superseded values are not recommended for survey control.
 OU0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0448.See file dsdata.txt to determine how the superseded data were derived.
 OU0448
 OU0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ3487828805(NAD 83)
 OU0448_MARKER: DD = SURVEY DISK
 OU0448_SETTING: 0 = UNSPECIFIED SETTING
 OU0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0448
 OU0448  HISTORY     - Date     Condition        Report By
 OU0448  HISTORY     - 1952     MONUMENTED       USGS
 OU0448
 OU0448                          STATION DESCRIPTION
 OU0448
 OU0448'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0448'STATION LOCATED ON A PROMINENT KNOLL, SW. OF PINE TREE.
 OU0448'
 OU0448'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 387 AND STATE SECONDARY
 OU0448'109 AT PINE TREE, GO SW. ON STATE HIGHWAY 387 FOR 1.1 MI., THENCE NW.
 OU0448'FOR 390 FT. TO TOP OF KNOLL AND STATION.
 OU0448'
 OU0448'STATION MARK--STANDARD TABLET, IN CONCRETE POST, STAMPED ---PINE
 OU0448'TREE 1952---.
 OU0448'
 OU0448'REFERENCE MARK NO. 1--REINFORCING STEEL ROD, 5 FT. LONG, PROTRUDING
 OU0448'ABOUT 2 IN. ABOVE GROUND, 55.25 FT. FROM STATION, N 79 DEG 13 MIN E.
 OU0448'
 OU0448'REFERENCE MARK NO. 2--REINFORCING STEEL ROD, PROTRUDING FROM CONCRETE
 OU0448'POST, 301.38 FT. FROM STATION, S 09 DEG 04 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0625 ***********************************************************************
 MP0625  DESIGNATION -  PINEGROVE
 MP0625  PID         -  MP0625
 MP0625  STATE/COUNTY-  WY/CARBON
 MP0625  USGS QUAD   -  LA MARSH CREEK WEST (1983)
 MP0625
 MP0625                         *CURRENT SURVEY CONTROL
 MP0625  ___________________________________________________________________
 MP0625* NAD 83(1993)-  41 32 36.03063(N)    107 21 10.49226(W)     ADJUSTED  
 MP0625* NAVD 88     -      2581.1    (meters)    8468.     (feet)  VERTCON   
 MP0625  ___________________________________________________________________
 MP0625  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 MP0625  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 MP0625
 MP0625  HORZ ORDER  -  FIRST
 MP0625
 MP0625.The horizontal coordinates were established by classical geodetic methods
 MP0625.and adjusted by the National Geodetic Survey in January 1997..
 MP0625
 MP0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0625
 MP0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0625
 MP0625.The geoid height was determined by GEOID03.
 MP0625
 MP0625;                    North         East     Units Scale Factor Converg.
 MP0625;SPC WYEC     -   215,860.574   398,366.239   MT  0.99993753   -0 00 46.7
 MP0625;UTM  13      - 4,601,749.290   303,743.484   MT  1.00007402   -1 33 39.3
 MP0625
 MP0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0625!SPC WYEC     -   0.99959737  x   0.99993753  =   0.99953492
 MP0625!UTM  13      -   0.99959737  x   1.00007402  =   0.99967136
 MP0625
 MP0625:                Primary Azimuth Mark                     Grid Az
 MP0625:SPC WYEC     -  PINEGROVE AZ MK                          122 12 34.2
 MP0625:UTM  13      -  PINEGROVE AZ MK                          123 45 26.8
 MP0625
 MP0625|---------------------------------------------------------------------|
 MP0625| PID    Reference Object                     Distance      Geod. Az  |
 MP0625|                                                           dddmmss.s |
 MP0625| CP6413 PINEGROVE AZ MK                                    1221147.5 |
 MP0625| CP6414 PINEGROVE RM 1                        7.849 METERS 16701     |
 MP0625| CP6415 PINEGROVE RM 2                        7.218 METERS 26803     |
 MP0625| CP6416 PINEGROVE RM 3                       12.720 METERS 29113     |
 MP0625|---------------------------------------------------------------------|
 MP0625
 MP0625                          SUPERSEDED SURVEY CONTROL
 MP0625
 MP0625  NAD 83(1986)-  41 32 36.01922(N)    107 21 10.48316(W) AD(       ) 1
 MP0625  NAD 27      -  41 32 36.16300(N)    107 21 08.28100(W) AD(       ) 1
 MP0625  NGVD 29 (10/23/89) 2579.8    (m)         8464.     (f) VERT ANG       
 MP0625
 MP0625.Superseded values are not recommended for survey control.
 MP0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0625.See file dsdata.txt to determine how the superseded data were derived.
 MP0625
 MP0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG0374301749(NAD 83)
 MP0625_MARKER: DD = SURVEY DISK
 MP0625_SETTING: 80 = SET IN A BOULDER
 MP0625_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0625
 MP0625  HISTORY     - Date     Condition        Report By
 MP0625  HISTORY     - 1912     MONUMENTED       USGS
 MP0625  HISTORY     - 1948     GOOD             USGS
 MP0625  HISTORY     - 1955     GOOD             USGS
 MP0625  HISTORY     - 1973     GOOD             NGS
 MP0625
 MP0625                          STATION DESCRIPTION
 MP0625
 MP0625'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 MP0625'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHWEST OF RAWLINS
 MP0625'ON A PROMINENT BENCH THAT HAS AN ALMOST VERTICAL CLIFF ON THE
 MP0625'NORTH AND EAST SIDES.  IT IS APPROXIMATELY 0.4 MILE NORTHEAST
 MP0625'OF A GROVE OF TREES KNOWN LOCALLY AS PINEGROVE.  THE BENCH
 MP0625'UPON WHICH THE STATION IS LOCATED IS KNOWN LOCALLY AS MILLER
 MP0625'HILL.  THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MP0625'SET IN A BOULDER THAT PROJECTS 3 INCHES AND IS SET 6 FEET WEST
 MP0625'OF THE EDGE OF BLUFF AND 8 FEET SOUTHEAST OF A WHITE WITNESS
 MP0625'POST.  THE MARK IS UNSTAMPED.
 MP0625'
 MP0625'REFERENCE MARK NO. 1 IS SET FLUSH 2 FEET LOWER THAN THE STATION
 MP0625'MARK.  IT IS STAMPED, PINEGROVE NO 1 1948.
 MP0625'
 MP0625'REFERENCE MARK NO. 2 IS SET FLUSH 1 FOOT LOWER THAN THE STATION
 MP0625'MARK.  IT IS STAMPED, PINEGROVE NO 2 1948.
 MP0625'
 MP0625'THE AZIMUTH MARK PROJECTS 5 INCHES, IS SET 40 FEET SOUTHWEST
 MP0625'OF A ROAD AND 3 FEET NORTHWEST OF A WHITE WITNESS POST.  IT
 MP0625'IS STAMPED, PINEGROVE 1948.
 MP0625'
 MP0625'TO REACH THE STATION FROM THE POST OFFICE IN RAWLINS, GO SOUTH
 MP0625'ON 6TH STREET 0.3 MILE TO HUGUS STREET.  TURN RIGHT, GO 0.25
 MP0625'MILE TO BENNETT STREET.  TURN LEFT, FOLLOW THE GRADED ROAD
 MP0625'SOUTHERLY 9.25 MILES TO A ROAD RIGHT AT AN OIL FIELD.  CONTINUE
 MP0625'STRAIGHT AHEAD 6.3 MILES TO A ROAD RIGHT AT A SIGN, MILLER HILL.
 MP0625'TURN RIGHT, WEST, AND GO 4.85 MILES TO A ROAD RIGHT JUST AFTER
 MP0625'REACHING SUMMIT.  TURN RIGHT, GO 0.3 MILE TO A ROAD RIGHT.
 MP0625'TURN RIGHT, GO 0.25 MILE TO A FORK.  BEAR LEFT, GO 1.05 MILE
 MP0625'TO THE AZIMUTH MARK ON LEFT.  CONTINUE 0.2 MILE TO A FORK.
 MP0625'TURN RIGHT, GO 0.7 MILE.  THEN LEAVE ROAD, TURN RIGHT,
 MP0625'NORTH, AND GO 0.1 MILE TO EDGE OF BENCH AND STATION.  A
 MP0625'DRIVE STATION.
 MP0625
 MP0625                          STATION RECOVERY (1955)
 MP0625
 MP0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MP0625'TO REACH STATION FROM POST OFFICE IN RAWLINS PROCEED EAST FOR
 MP0625'7 BLOCKS TO WASHINGTON STREET.  TURN RIGHT PASS THROUGH RAILROAD
 MP0625'UNDERPASS AND GO 4 BLOCKS TO HUGUS STREET.  TURN RIGHT (W)
 MP0625'GO 6 BLOCKS AND TURN LEFT FOR 1 BLOCK.  MAKE HALF RIGHT TURN
 MP0625'AND FOLLOW HIGHWAY FOR 8.9 MILES TO HATFIELD OILFIELD ON RIGHT.
 MP0625'FROM THIS POINT FOLLOW C AND GS DESCRIPTION TO STATION.
 MP0625
 MP0625                          STATION RECOVERY (1973)
 MP0625
 MP0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MP0625'THE STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE
 MP0625'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND IN
 MP0625'POOR CONDITION, AT THIS TIME A NEW REFERENCE MARK 3 WAS
 MP0625'ESTABLISHED.  THE DIRECTIONS TO REFERENCE MARK 1 AND THE AZIMUTH
 MP0625'MARK, COMPARED WITH THE 1948 DATA.  A LONGER MEASURMENT OF 0.021
 MP0625'METER TO REFERENCE MARK 1 WAS NOTED AND VERFIED.  A NEW
 MP0625'AND COMPLETE DESCRIPTION FOLLOWS--
 MP0625'
 MP0625'STATION IS LOCATED ABOUT 8 MILES EAST OF SQUAW CANYON, 18 MILES
 MP0625'SOUTH-SOUTHWEST OF RAWLINS, 21 MILES WEST OF THE NORTH PLATTE
 MP0625'RIVER AND ON A HILL LOCALLY KNOWN AS MILLER HILL.  ITS ON THE
 MP0625'PROPERTY OF MR. JIM CHAPMAN, PHONE NUMBER 324-2549 IN RAWLINS.
 MP0625'
 MP0625'TO REACH FROM THE POST OFFICE IN RAWLINS, GO SOUTH ON 6TH STREET
 MP0625'FOR 0.3 MILE TO A CROSS STREET.  TURN RIGHT AND GO WEST ON
 MP0625'HUGUS STREET FOR 0.3 MILE TO BENNETT STREET.  TURN LEFT AND GO
 MP0625'SOUTH ON BENNETT STREET FOR 0.1 MILE TO A CROSS STREET.  BEAR
 MP0625'RIGHT AND GO SOUTHWEST ON THE SURFACED ROAD FOR 0.4 MILE TO
 MP0625'A OVERPASS.  CONTINUE SOUTH ON THE SURFACE ROAD FOR 9.1 MILES
 MP0625'TO A SIDE ROAD RIGHT.  CONTINUE SOUTH ON THE SURFACE ROAD FOR
 MP0625'6.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST
 MP0625'ON THE GRAVELED ROAD FOR 2.1 TO A FORK AND CATTLEGUARD.
 MP0625'CROSS THE CATTLEGUARD AND GO SOUTH-SOUTHWEST ON MAIN ROAD FOR
 MP0625'0.2 MILE TO A CROSSROAD.  CONTINUE ON THE GRAVELED ROAD FOR 0.2
 MP0625'MILE TO A CROSSROAD.  CONTINUE ON THE GRAVELED ROAD
 MP0625'SOUTHERLY UPHILL FOR 2.6 MILES TO A SIDE ROAD ON A CURVE.
 MP0625'CONTINUE SOUTHWEST ON THE MAIN ROAD FOR 0.3 MILE TO A FORK.
 MP0625'TAKE RIGHT FORK AND GO NORTHWEST FOR 0.2 MILE TO A FORK.
 MP0625'KEEP LEFT FORK AND GO WEST-NORTHWEST 1.1 MILES TO THE
 MP0625'AZIMUTH MARK ON THE LEFT.  CONTINUE ON THE TRACK ROAD
 MP0625'WEST FOR 1.0 MILE.  TURN RIGHT AND GO NORTHWEST ACROSS THE
 MP0625'PASTURE FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 MP0625'
 MP0625'STATION MARK IS A U.S. GEOLOGICAL BENCH MARK DISK STAMPED
 MP0625'8464, CEMENTED IN A DRILL HOLE IN BOULDER THAT PROJECTS 3 INCHES
 MP0625'ABOVE THE GROUND SURFACE.  ITS 9 FEET EAST OF A WOOD WITNESS
 MP0625'POST WITH SIGN.
 MP0625'
 MP0625'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PINEGROVE NO 1 1948,
 MP0625'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH GROUND
 MP0625'SURFACE.  ITS 32 FEET SOUTH-SOUTHEAST OF A WOOD WITNESS POST
 MP0625'WITH SIGN.
 MP0625'
 MP0625'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PINEGROVE NO 3 1948
 MP0625'1973, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4
 MP0625'INCHES ABOVE THE GROUND SURFACE.  ITS 33 FEET WEST OF A WOOD
 MP0625'WITNESS POST WITH SIGN.
 MP0625'
 MP0625'AZIMUTH MARK IS A STANDARD DISK STAMPED PINEGROVE 1948, CEMENTED
 MP0625'IN A DRILL HOLE IN A 1X2 FOOT BOULDER THAT PROJECTS 4 INCHES
 MP0625'ABOVE THE GROUND.  ITS 42 FEET SOUTH OF THE TRACK ROAD, 3.5
 MP0625'FEET WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 MP0625'
 MP0625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 MP0625'SOUTH-SOUTHWEST OF RAWLINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0349 ***********************************************************************
 OV0349  DESIGNATION -  PINERIDGE
 OV0349  PID         -  OV0349
 OV0349  STATE/COUNTY-  WY/CONVERSE
 OV0349  USGS QUAD   -  SEVEN L CREEK EAST (1984)
 OV0349
 OV0349                         *CURRENT SURVEY CONTROL
 OV0349  ___________________________________________________________________
 OV0349* NAD 83(1993)-  43 14 24.37757(N)    106 01 20.51830(W)     ADJUSTED  
 OV0349* NAVD 88     -      1925.4    (meters)    6317.     (feet)  VERTCON   
 OV0349  ___________________________________________________________________
 OV0349  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 OV0349  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 OV0349
 OV0349  HORZ ORDER  -  FIRST
 OV0349
 OV0349.The horizontal coordinates were established by classical geodetic methods
 OV0349.and adjusted by the National Geodetic Survey in January 1997..
 OV0349
 OV0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0349
 OV0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0349
 OV0349.The geoid height was determined by GEOID03.
 OV0349
 OV0349;                    North         East     Units Scale Factor Converg.
 OV0349;SPC WY E     -   304,682.118   130,501.915   MT  0.99999689   -0 35 10.4
 OV0349;SPC WYEC     -   405,161.127   506,474.283   MT  1.00007691   +0 53 53.4
 OV0349;UTM  13      - 4,787,985.956   416,993.548   MT  0.99968476   -0 42 01.5
 OV0349
 OV0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0349!SPC WY E     -   0.99970037  x   0.99999689  =   0.99969726
 OV0349!SPC WYEC     -   0.99970037  x   1.00007691  =   0.99977726
 OV0349!UTM  13      -   0.99970037  x   0.99968476  =   0.99938523
 OV0349
 OV0349|---------------------------------------------------------------------|
 OV0349| PID    Reference Object                     Distance      Geod. Az  |
 OV0349|                                                           dddmmss.s |
 OV0349| CP6419 PINERIDGE RM 2                       14.200 METERS 08420     |
 OV0349| CP6417 PINERIDGE AZ MK                                    1070148.2 |
 OV0349| CP6418 PINERIDGE RM 1                       13.754 METERS 35157     |
 OV0349|---------------------------------------------------------------------|
 OV0349
 OV0349                          SUPERSEDED SURVEY CONTROL
 OV0349
 OV0349  NAD 83(1986)-  43 14 24.35862(N)    106 01 20.49644(W) AD(       ) 1
 OV0349  NAD 27      -  43 14 24.47400(N)    106 01 18.46200(W) AD(       ) 1
 OV0349  NGVD 29 (07/19/86) 1924.4    (m)         6314.     (f) VERT ANG       
 OV0349
 OV0349.Superseded values are not recommended for survey control.
 OV0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0349.See file dsdata.txt to determine how the superseded data were derived.
 OV0349
 OV0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH1699487986(NAD 83)
 OV0349_MARKER: DS = TRIANGULATION STATION DISK
 OV0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0349
 OV0349  HISTORY     - Date     Condition        Report By
 OV0349  HISTORY     - 1938     MONUMENTED       CGS
 OV0349  HISTORY     - 1955     GOOD             USGS
 OV0349
 OV0349                          STATION DESCRIPTION
 OV0349
 OV0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0349'STATION IS LOCATED ABOUT 14 MILES E AND ABOUT 11-1/2 MILES
 OV0349'S OF MIDWEST, ABOUT 3 MILES E OF THE NATRONA COUNTY LINE ON
 OV0349'THE HIGHEST PART, WHICH IS AT THE SW POINT OF WHAT IS KNOWN
 OV0349'AS PINERIDGE.  THIS RIDGE IS PROMINENT AND HAS SEVERAL SCATTERINGS
 OV0349'OF PINE TREES ON IT.
 OV0349'
 OV0349'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 OV0349'BRONZE DISKS SET IN CONCRETE.
 OV0349'
 OV0349'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 OV0349'HIGHWAY 20 AND U.S. HIGHWAY 87 WHICH IS 1.8 MILES W OF CASPER,
 OV0349'GO N ON U.S. HIGHWAY 87, 8.65 MILES TO A GRADED SIDE ROAD E,
 OV0349'AND A SIGN READING ORMSBY RANCH ROAD, TAKE THIS ROAD AND GO
 OV0349'E 2.6 MILES TO A FORK THEN CONTINUE STRAIGHT AHEAD ON THE
 OV0349'RIGHT FORK FOR 4.0 MILES TO A FORK, TAKE LEFT FORK GRADED
 OV0349'AND GO 5.0 MILES TO SOME RANCH BUILDINGS ON THE LEFT, CONTINUE
 OV0349'0.4 MILE TO ANOTHER FORK THEN TAKE RIGHT FORK AND GO NE ON
 OV0349'GRADED ROAD FOR 0.9 MILE TO END OF MAINTENANCE, THEN CONTINUE
 OV0349'NE ON UNIMPROVED ROAD FOR 2.85 MILES TO A FORK AND AN IRON
 OV0349'PIPE ON THE LEFT SIDE OF THE ROAD.  TAKE LEFT FORK AND GO
 OV0349'0.85 MILE TO NARROW FORK.  THEN TAKE RIGHT FORK LEFT FORK
 OV0349'GOES TO STATION ORMSBY, AND GO 0.2 MILE TO A SIGNBOARD
 OV0349'READING GILLETTE 101---ORMSBY RANCH 27, THEN CONTINUE NE, 2.3
 OV0349'MILES TO A FORK, THEN TAKE RIGHT FORK MAIN ROAD AND GO 3.4
 OV0349'MILES TO IRON PIPE AND A ROAD COMING IN FROM RIGHT, CONTINUE
 OV0349'ON MAIN-TRAVELED ROAD 1.5 MILES TO SIGN RAY BRYAN,
 OV0349'TAKE LEFT FORK AND GO 2.3 MILES TO GATE AFTER CROSSING
 OV0349'CREEK, FROM GATE CONTINUE 0.9 MILE TO A FORK, TAKE LEFT
 OV0349'FORK AND GO 0.9 MILE TO ROAD COMING IN FROM THE RIGHT, CONTINUE
 OV0349'0.4 MILE AND TAKE LEFT FORK, AND GO 0.5 MILE TO A GATE,
 OV0349'THEN GO NW ALONG TOP OF RIDGE FOR 3.5 MILES, THEN LEAVE
 OV0349'ROAD, TURN LEFT AND GO SW 0.1 MILE TO TOP OF KNOLL TO
 OV0349'STATION AT THE HIGHEST POINT OF RIDGE.  THERE ARE SEVERAL
 OV0349'PINE TREES ABOUT 50 YARDS W OF STATION.
 OV0349'
 OV0349'AZIMUTH MARK IS 1.2 MILES SE OF STATION, ABOUT 15 PACES N
 OV0349'OF ROAD.
 OV0349'
 OV0349'HEIGHT OF LIGHT ABOVE STATION MARK - 0.5 METER.
 OV0349
 OV0349                          STATION RECOVERY (1955)
 OV0349
 OV0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (EIN)
 OV0349'STATION RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING
 OV0349'
 OV0349'STATION IS LOCATED ABOUT 27 MI. N. OF GLENROCK AND 31 MI. NE. OF
 OV0349'CASPER, IN THE NE. 1/4 SEC. 30, T 38 N, R 76 W.
 OV0349'
 OV0349'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 87, 26, AND 20, WHICH
 OV0349'IS 1.8 MI. W. OF CASPER, GO 8.5 MI. N. ON U.S. HIGHWAY 87 TO GRADED
 OV0349'RD. E., FOLLOW GRADED RD. 16.4 MI. TO TRACK RD. N., IMMEDIATELY
 OV0349'BEYOND CATTLEGUARD AND 0.4 MI. BELOW, E. FROM FOUR HOUSES ON TOP OF
 OV0349'RIDGE, FOLLOW TRACK RD. N. 3.0 MI. TO FORK, TAKE RIGHT FORK,
 OV0349'STRAIGHT AHEAD, 4.0 MI. TO FORK, CONTINUE STRAIGHT AHEAD, RIGHT
 OV0349'FORK, 0.9 MI. TO GATE, CONTINUE N. 0.7 MI. TO FORK, TAKE LEFT FORK
 OV0349'0.8 MI. TO FORK, TAKE LEFT FORK FOR 2.4 MI. TO FORK, TAKE LEFT FORK
 OV0349'3.8 MI. TO TOP OF SMALL RIDGE, TURN LEFT ON RIDGE AND GO SW. 0.1 MI.
 OV0349'TO STATION ON TOP.
 OV0349'
 OV0349'STATION MARK--STANDARD BRONZE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0434 ***********************************************************************
 OV0434  DESIGNATION -  PINEY
 OV0434  PID         -  OV0434
 OV0434  STATE/COUNTY-  WY/NATRONA
 OV0434  USGS QUAD   -  ILLCO (1978)
 OV0434
 OV0434                         *CURRENT SURVEY CONTROL
 OV0434  ___________________________________________________________________
 OV0434* NAD 83(1993)-  43 05 40.71310(N)    106 23 43.99855(W)     ADJUSTED  
 OV0434* NAVD 88     -      1797.     (meters)    5896.     (feet)  SCALED    
 OV0434  ___________________________________________________________________
 OV0434  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 OV0434  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 OV0434
 OV0434  HORZ ORDER  -  THIRD
 OV0434
 OV0434.The horizontal coordinates were established by classical geodetic methods
 OV0434.and adjusted by the National Geodetic Survey in January 1997..
 OV0434
 OV0434.The orthometric height was scaled from a topographic map.
 OV0434
 OV0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0434
 OV0434.The geoid height was determined by GEOID03.
 OV0434
 OV0434;                    North         East     Units Scale Factor Converg.
 OV0434;SPC WYEC     -   388,594.182   476,345.333   MT  1.00000918   +0 38 26.6
 OV0434;UTM  13      - 4,772,269.868   386,424.574   MT  0.99975868   -0 57 12.8
 OV0434
 OV0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0434!SPC WYEC     -   0.99972038  x   1.00000918  =   0.99972956
 OV0434!UTM  13      -   0.99972038  x   0.99975868  =   0.99947913
 OV0434
 OV0434:                Primary Azimuth Mark                     Grid Az
 OV0434:SPC WYEC     -  RATTLESNAKE                              005 42 50.1
 OV0434:UTM  13      -  RATTLESNAKE                              007 18 29.5
 OV0434
 OV0434|---------------------------------------------------------------------|
 OV0434| PID    Reference Object                     Distance      Geod. Az  |
 OV0434|                                                           dddmmss.s |
 OV0434| OV0436 RATTLESNAKE                         APPROX.17.7 KM 0062116.7 |
 OV0434|---------------------------------------------------------------------|
 OV0434
 OV0434                          SUPERSEDED SURVEY CONTROL
 OV0434
 OV0434  NAD 83(1986)-  43 05 40.69632(N)    106 23 43.97665(W) AD(       ) 3
 OV0434
 OV0434.Superseded values are not recommended for survey control.
 OV0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0434.See file dsdata.txt to determine how the superseded data were derived.
 OV0434
 OV0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8642572270(NAD 83)
 OV0434_MARKER: DD = SURVEY DISK
 OV0434_SETTING: 66 = SET IN ROCK OUTCROP
 OV0434_SP_SET: SET IN ROCK OUTCROP
 OV0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0434+STABILITY: POSITION/ELEVATION WELL
 OV0434
 OV0434  HISTORY     - Date     Condition        Report By
 OV0434  HISTORY     - 1903     MONUMENTED       USGS
 OV0434
 OV0434                          STATION DESCRIPTION
 OV0434
 OV0434'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 OV0434'ON A MESA-LIKE RIDGE IN T 36 N, R 80 W, 20 MI. N. OF CASPER, WYOMING,
 OV0434'AND 2 MI. W. OF ROAD FROM CASPER TO SALT CREEK OIL WELLS.  IT IS 0.5
 OV0434'MI. E. OF A ROCKY HILL COVERED WITH PINE TIMBER AND 5 MI. S. OF
 OV0434'SPRING LOCALLY KNOWN AS ---C Y--- HORSE RANCH.
 OV0434'
 OV0434'STATION MARK--A BRONZE TRIANGULATION TABLET, CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0645 ***********************************************************************
 NT0645  DESIGNATION -  PINKHILL
 NT0645  PID         -  NT0645
 NT0645  STATE/COUNTY-  WY/LINCOLN
 NT0645  USGS QUAD   -  WILKINSON CREEK (1967)
 NT0645
 NT0645                         *CURRENT SURVEY CONTROL
 NT0645  ___________________________________________________________________
 NT0645* NAD 83(1993)-  42 01 38.06231(N)    110 41 39.23414(W)     ADJUSTED  
 NT0645* NAVD 88     -      2375.1    (meters)    7792.     (feet)  VERTCON   
 NT0645  ___________________________________________________________________
 NT0645  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 NT0645  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 NT0645
 NT0645  HORZ ORDER  -  THIRD
 NT0645
 NT0645.The horizontal coordinates were established by classical geodetic methods
 NT0645.and adjusted by the National Geodetic Survey in January 1997..
 NT0645
 NT0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0645
 NT0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0645
 NT0645.The geoid height was determined by GEOID03.
 NT0645
 NT0645;                    North         East     Units Scale Factor Converg.
 NT0645;SPC WY W     -   269,783.678   749,411.257   MT  0.99996898   -0 24 32.4
 NT0645;UTM  12      - 4,652,845.824   525,312.213   MT  0.99960788   +0 12 16.9
 NT0645
 NT0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0645!SPC WY W     -   0.99962970  x   0.99996898  =   0.99959869
 NT0645!UTM  12      -   0.99962970  x   0.99960788  =   0.99923772
 NT0645
 NT0645:                Primary Azimuth Mark                     Grid Az
 NT0645:SPC WY W     -  7 GWM                                    202 01 50.8
 NT0645:UTM  12      -  7 GWM                                    201 25 01.5
 NT0645
 NT0645|---------------------------------------------------------------------|
 NT0645| PID    Reference Object                     Distance      Geod. Az  |
 NT0645|                                                           dddmmss.s |
 NT0645| MR0845 7 GWM                               APPROX.11.2 KM 2013718.4 |
 NT0645|---------------------------------------------------------------------|
 NT0645
 NT0645                          SUPERSEDED SURVEY CONTROL
 NT0645
 NT0645  NAD 83(1993)-  42 01 38.05271(N)    110 41 39.23140(W) AD(       ) 3
 NT0645  NAD 83(1986)-  42 01 38.05268(N)    110 41 39.23106(W) AD(       ) 3
 NT0645  NAD 27      -  42 01 38.25888(N)    110 41 36.60128(W) AD(       ) 3
 NT0645  NGVD 29 (07/19/86) 2373.7    (m)         7788.     (f) VERT ANG       
 NT0645
 NT0645.Superseded values are not recommended for survey control.
 NT0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0645.See file dsdata.txt to determine how the superseded data were derived.
 NT0645
 NT0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM2531252846(NAD 83)
 NT0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0645+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2006
 NT0645
 NT0645  HISTORY     - Date     Condition        Report By
 NT0645  HISTORY     - 1952     MONUMENTED       USGS
 NT0645  HISTORY     - 1952     GOOD             USGS
 NT0645  HISTORY     - 20060714 GOOD             WYPLS
 NT0645
 NT0645                          STATION DESCRIPTION
 NT0645
 NT0645'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 NT0645'STATION IS ON HILL WHICH WAS OBSERVED ON BUT NOT OCCUPIED BY USGS IN
 NT0645'1942.  TWO CAIRNS WERE FOUND IN SOMEWHAT THE SAME POSITIONS AS
 NT0645'PREVIOUSLY DESCRIBED.  A TABLET STAMPED---PINKHILL 1952--- WAS PLACED
 NT0645'UNDER THE MOST NW. CAIRN.
 NT0645'
 NT0645'LOCATED ON TOP OF A LARGE RED HILL, ABOUT 16.0 MI. N. AND 8.0 MI. W.
 NT0645'OF KEMMERER, ABOUT 2.0 MI. NW. OF JUNCTION OF DEMPSEY CREEK AND
 NT0645'HAMSFORK.
 NT0645'
 NT0645'TO REACH FROM KEMMERER POST OFFICE, GO E. 1 BLOCK, TURN LEFT N. GO 4
 NT0645'BLOCKS TO JUNCTION OF U.S.HIGHWAY 30 N. AND 189, TURN RIGHT E. ONTO
 NT0645'HIGHWAY 189, GO 0.4 MI. TO JUNCTION OF HIGHWAY 189 AND STATE
 NT0645'SECONDARY HIGHWAY 183, TURN LEFT N. ONTO HIGHWAY 183 GO 1.7 MI. TO RD.
 NT0645'JUNCTION, TURN LEFT W. GO 2.5 MI. TO A RD. JUNCTION ABOUT 0.1 MI. S.
 NT0645'OF BRIDGE OVER HAMSFORK, TURN LEFT, W. GO 7.9 MI. TO RD. FORK, TURN
 NT0645'LEFT NW. GO 11.6 MI. TO RD. FORK, TURN RIGHT NE. GO 1.7 MI.TO RD. FORK
 NT0645'TURN LEFT E. GO 2.7 MI. TO RD. FORK TURN LEFT N. GO 1.6 MI., TURN
 NT0645'RIGHT N. OFF OF RD. GO 0.6 MI. TO DEMPSEY CREEK, CROSS CREEK, TURN
 NT0645'RIGHT E. GO 1.1 MI. TO TOP OF HILL WHERE STATION IS LOCATED.
 NT0645'
 NT0645'STATION MARK - STANDARD TABLET STAMPED ---PINKHILL 1952---, WELDED TO
 NT0645'A 4 IN. IRON PIPE PROJECTING 4 IN. ABOVE GROUND.
 NT0645'
 NT0645'REFERENCE MARK NO.1 - A 1/2 IN. IRON ROD STAMPED ---R1--- 26.60 FT.
 NT0645'FROM STATION, N 41 DEG 55 MIN W.
 NT0645'
 NT0645'REFERENCE MARK NO.2 - A 1/2 IN. IRON ROD, STAMPED ---R2--- 25.60 FT.
 NT0645'FROM STATION, N 24 DEG 15 MIN E.
 NT0645
 NT0645                          STATION RECOVERY (2006)
 NT0645
 NT0645'RECOVERY NOTE BY WYOMING PROFESSIONAL LAND SURVEYOR 2006 (WFA)
 NT0645'FOUND MONUMENT. COLLECTED WGS 84 DATA USING LEICA 1200 SYSTEM. UNSURE
 NT0645'IF DATA COLLECTED IS TO NGS STANDARDS.  HAVE DIGITAL PHOTO OF
 NT0645'MONUMENT. CRANK COMPANIES INCORPORATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0627 ***********************************************************************
 NQ0627  DESIGNATION -  PINTO
 NQ0627  PID         -  NQ0627
 NQ0627  STATE/COUNTY-  WY/ALBANY
 NQ0627  USGS QUAD   -  GARRETT (1968)
 NQ0627
 NQ0627                         *CURRENT SURVEY CONTROL
 NQ0627  ___________________________________________________________________
 NQ0627* NAD 83(1993)-  42 02 49.80372(N)    105 36 16.43997(W)     ADJUSTED  
 NQ0627* NAVD 88     -      2440.8    (meters)    8008.     (feet)  VERTCON   
 NQ0627  ___________________________________________________________________
 NQ0627  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 NQ0627  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 NQ0627
 NQ0627  HORZ ORDER  -  THIRD
 NQ0627
 NQ0627.The horizontal coordinates were established by classical geodetic methods
 NQ0627.and adjusted by the National Geodetic Survey in January 1997..
 NQ0627
 NQ0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0627
 NQ0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0627
 NQ0627.The geoid height was determined by GEOID03.
 NQ0627
 NQ0627;                    North         East     Units Scale Factor Converg.
 NQ0627;SPC WY E     -   171,909.263   163,748.686   MT  0.99995366   -0 17 35.8
 NQ0627;UTM  13      - 4,655,190.011   449,968.123   MT  0.99963080   -0 24 17.7
 NQ0627
 NQ0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0627!SPC WY E     -   0.99961912  x   0.99995366  =   0.99957280
 NQ0627!UTM  13      -   0.99961912  x   0.99963080  =   0.99925007
 NQ0627
 NQ0627:                Primary Azimuth Mark                     Grid Az
 NQ0627:SPC WY E     -  PINTO AZ MK                              099 43 59.6
 NQ0627:UTM  13      -  PINTO AZ MK                              099 50 41.5
 NQ0627
 NQ0627|---------------------------------------------------------------------|
 NQ0627| PID    Reference Object                     Distance      Geod. Az  |
 NQ0627|                                                           dddmmss.s |
 NQ0627| CQ4629 PINTO AZ MK                                        0992623.8 |
 NQ0627| CQ4630 PINTO RM 1                            7.780 METERS 18626     |
 NQ0627| CQ4631 PINTO RM 2                            5.472 METERS 26144     |
 NQ0627|---------------------------------------------------------------------|
 NQ0627
 NQ0627                          SUPERSEDED SURVEY CONTROL
 NQ0627
 NQ0627  NAD 83(1986)-  42 02 49.78791(N)    105 36 16.43261(W) AD(       ) 3
 NQ0627  NAD 27      -  42 02 49.90100(N)    105 36 14.44800(W) AD(       ) 3
 NQ0627  NGVD 29 (07/19/86) 2439.8    (m)         8005.     (f) VERT ANG       
 NQ0627
 NQ0627.Superseded values are not recommended for survey control.
 NQ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0627.See file dsdata.txt to determine how the superseded data were derived.
 NQ0627
 NQ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4996855190(NAD 83)
 NQ0627_MARKER: DS = TRIANGULATION STATION DISK
 NQ0627_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0627
 NQ0627  HISTORY     - Date     Condition        Report By
 NQ0627  HISTORY     - 1948     MONUMENTED       CGS
 NQ0627  HISTORY     - 1968     GOOD             USGS
 NQ0627
 NQ0627                          STATION DESCRIPTION
 NQ0627
 NQ0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0627'THE STATION IS LOCATED IN T. 24 N., R. 73 W., ON A VERTICAL
 NQ0627'ROCK RIDGE LOCALLY KNOWN AS PINTO ROCKS, ABOUT 34 MILES AIR
 NQ0627'LINE WEST OF WHEATLAND, ABOUT 27 MILES AIR LINE NORTHEAST
 NQ0627'OF ROCK RIVER, ABOUT 5 MILES AIR LINE SOUTH OF GARRETT POST
 NQ0627'OFFICE, ABOUT 1 MILE AIR LINE NORTHWEST OF STURGEONS RANCH
 NQ0627'BUILDINGS, 15 FEET SOUTHEAST OF HIGHEST POINT AND APPROXIMATELY
 NQ0627'4 FEET LOWER, 10 FEET SOUTH OF NORTH END OF RIDGE AND SET
 NQ0627'FLUSH WITH ROCK.  IT IS STAMPED, PINTO 1948.
 NQ0627'
 NQ0627'REFERENCE MARK NO. 1 IS ON THE EAST EDGE OF RIDGE APPROXIMATELY
 NQ0627'5 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED, PINTO 1948
 NQ0627'NO 1.
 NQ0627'
 NQ0627'REFERENCE MARK NO. 2 IS ON THE WEST EDGE OF RIDGE APPROXIMATELY
 NQ0627'1 FOOT LOWER THAN THE STATION MARK.  IT IS STAMPED, PINTO
 NQ0627'1948 NO 2.
 NQ0627'
 NQ0627'THE AZIMUTH MARK IS 20 PACES EAST OF TOP OF RIDGE, 16 PACES
 NQ0627'NORTH OF CENTER LINE OF ROAD, AND 5 FEET WEST OF WHITE WITNESS
 NQ0627'POST.  IT IS FLUSH WITH THE GROUND AND STAMPED, PINTO 1948.
 NQ0627'
 NQ0627'TO REACH THE STATION FROM THE GARRETT POST OFFICE, GO WEST
 NQ0627'ON ROAD 0.4 MILE TO FORK.  TURN LEFT AND GO 1.75 MILE TO BASIN
 NQ0627'RANCH BUILDINGS, A WHITE HOUSE AND RED GARAGE.  CONTINUE
 NQ0627'ACROSS CATTLE GUARD FOR 1.1 MILE TO WOODEN MAIL BOX AND SIGN
 NQ0627'POST.  TAKE RIGHT FORK AND GO 4.9 MILES TO CATTLE GUARD AND
 NQ0627'OLD BUILDINGS ON LEFT.  CROSS CATTLE GUARD AND GO 0.05 MILE
 NQ0627'TO DIM FORK ON RIGHT.  TURN RIGHT AND GO 0.3 MILE TO GATE.
 NQ0627'PASS THROUGH GATE AND GO 0.4 MILE TO STURGEONS RANCH
 NQ0627'BUILDINGS.  GO THROUGH GATE AT THE NORTHWEST CORNER OF A BARN
 NQ0627'AND CONTINUE NORTHERLY ON A TRACK ROAD FOR 0.7 MILE TO A VERY
 NQ0627'DIM FORK ON THE LEFT.  TURN LEFT, WEST, ON DIM TRACK ROAD
 NQ0627'AND GO 0.45 MILE TO A GATE IN FENCE CORNER.  PASS
 NQ0627'THROUGH GATE AND GO 0.15 MILE TO AZIMUTH MARK ON THE
 NQ0627'RIGHT.  CONTINUE 0.1 MILE TO FORK.  TAKE RIGHT FORK STRAIGHT
 NQ0627'AHEAD AND GO 0.3 MILE TO POINT JUST AFTER CROSSING A DRAW.
 NQ0627'HERE LEAVE ROAD AND GO NORTHWEST TO FENCE LINE.  THENCE LEFT
 NQ0627'ALONG FENCE PICKING WAY AROUND FIRST ROCKY POINT.  TURN
 NQ0627'LEFT AND GO INTO A SMALL BASIN AND END OF TRUCK TRAVEL.
 NQ0627'HERE PACK WEST OVER FIRST RIDGE TO THE SECOND HIGH ROCK
 NQ0627'BACK FROM THE NORTHWEST END AND STATION ON TOP OF THE
 NQ0627'ROCK.  THE ROCK IS BEST CLIMBED FROM THE EAST SIDE AT
 NQ0627'POINT WHERE THERE IS A SMALL TREE IN CRACK OF ROCK PART
 NQ0627'WAY UP.  WITH A PACK IT WILL BE DIFFICULT TO CLIMB AND IS
 NQ0627'SUGGESTED THAT A PIECE OF ROPE ABOUT 20 FEET LONG BE USED
 NQ0627'TO MAKE THE CLIMB.  A 20-MINUTE PACK.
 NQ0627
 NQ0627                          STATION RECOVERY (1968)
 NQ0627
 NQ0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NQ0627'RECOVERED.
 NQ0627'
 NQ0627'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---PINTO 1948---,
 NQ0627'CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0518 ***********************************************************************
 MQ0518  DESIGNATION -  PIPE
 MQ0518  PID         -  MQ0518
 MQ0518  STATE/COUNTY-  WY/SWEETWATER
 MQ0518  USGS QUAD   -  BRYAN (1980)
 MQ0518
 MQ0518                         *CURRENT SURVEY CONTROL
 MQ0518  ___________________________________________________________________
 MQ0518* NAD 83(1993)-  41 32 02.07448(N)    109 40 40.50260(W)     ADJUSTED  
 MQ0518* NAVD 88     -      1911.7    (meters)    6272.     (feet)  VERTCON   
 MQ0518  ___________________________________________________________________
 MQ0518  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 MQ0518  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 MQ0518
 MQ0518  HORZ ORDER  -  SECOND
 MQ0518
 MQ0518.The horizontal coordinates were established by classical geodetic methods
 MQ0518.and adjusted by the National Geodetic Survey in January 1997..
 MQ0518
 MQ0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0518
 MQ0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0518
 MQ0518.The geoid height was determined by GEOID03.
 MQ0518
 MQ0518;                    North         East     Units Scale Factor Converg.
 MQ0518;SPC WYWC     -   115,228.639   522,567.306   MT  1.00001126   -0 36 55.1
 MQ0518;UTM  12      - 4,598,872.631   610,288.299   MT  0.99974969   +0 52 36.2
 MQ0518
 MQ0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0518!SPC WYWC     -   0.99970260  x   1.00001126  =   0.99971385
 MQ0518!UTM  12      -   0.99970260  x   0.99974969  =   0.99945236
 MQ0518
 MQ0518:                Primary Azimuth Mark                     Grid Az
 MQ0518:SPC WYWC     -  U 131                                    027 07 22.0
 MQ0518:UTM  12      -  U 131                                    025 37 50.7
 MQ0518
 MQ0518|---------------------------------------------------------------------|
 MQ0518| PID    Reference Object                     Distance      Geod. Az  |
 MQ0518|                                                           dddmmss.s |
 MQ0518| MQ0255 U 131                                              0263026.9 |
 MQ0518| CP6421 PIPE RM 1                             7.179 METERS 09942     |
 MQ0518| MQ0497 MICROWAVE STA 4 MI S GREEN R        APPROX.17.6 KM 1111545.5 |
 MQ0518| CP6424 PIPE RM 4                             8.443 METERS 19153     |
 MQ0518| CP6422 PIPE RM 2                             8.491 METERS 19205     |
 MQ0518| CP6423 PIPE RM 3                            13.575 METERS 24624     |
 MQ0518| CP5233 4 BE 6148                                          3111000.9 |
 MQ0518|---------------------------------------------------------------------|
 MQ0518
 MQ0518                          SUPERSEDED SURVEY CONTROL
 MQ0518
 MQ0518  NAD 83(1986)-  41 32 02.06643(N)    109 40 40.49413(W) AD(       ) 2
 MQ0518  NAD 27      -  41 32 02.20450(N)    109 40 37.98630(W) AD(       ) 2
 MQ0518  NGVD 29 (07/19/86) 1910.4    (m)         6268.     (f) VERT ANG       
 MQ0518
 MQ0518.Superseded values are not recommended for survey control.
 MQ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0518.See file dsdata.txt to determine how the superseded data were derived.
 MQ0518
 MQ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1028898873(NAD 83)
 MQ0518_MARKER: DS = TRIANGULATION STATION DISK
 MQ0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0518+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 MQ0518
 MQ0518  HISTORY     - Date     Condition        Report By
 MQ0518  HISTORY     - 1962     MONUMENTED       CGS
 MQ0518  HISTORY     - 1975     SEE DESCRIPTION  DMA
 MQ0518  HISTORY     - 20031205 GOOD             INDIV
 MQ0518
 MQ0518                          STATION DESCRIPTION
 MQ0518
 MQ0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0518'THE STATION IS ABOUT 9-1/2 MILE EAST OF LITTLE AMERICA, 10-1/2
 MQ0518'MILES WEST OF GREEN RIVER AND ABOUT 1 MILE SOUTH OF U.S.
 MQ0518'HIGHWAY 30.
 MQ0518'
 MQ0518'TO REACH THE STATION FROM LITTLE AMERICA, GO EAST ON U.S.
 MQ0518'HIGHWAY 30 FOR 8.7 MILES TO A CROSSROAD AT 4 BE (USGS) ON THE
 MQ0518'LEFT.  CONTINUE EAST FOR 0.1 MILE TO A SMALL BRIDGE SPANNING
 MQ0518'THE BLACKS FORK RIVER.  CROSS THE BRIDGE AND CONTINUE EAST
 MQ0518'ON THE HIGHWAY FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT ABOUT
 MQ0518'100 YARDS WEST OF THE TOP OF A GRADE.  TURN RIGHT AND GO SOUTH
 MQ0518'0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.25 MILE TO
 MQ0518'A CROSSROADS.  CONTINUE STRAIGHT AHEAD, CROSSING OVER A
 MQ0518'SMALL BRIDGE, FOR 0.55 MILE TO A FORK.  TAKE THE RIGHT FORK
 MQ0518'FOR 0.05 MILE TO A REVERSE FORK.  TURN SHARP LEFT AND GO 0.1
 MQ0518'MILE TO TELEPHONE LINE POLE NUMBERED 4783 AND THE STATION.
 MQ0518'
 MQ0518'THE STATION MARK IS A STANDARD DISK, STAMPED PIPE 1962, SET
 MQ0518'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 3
 MQ0518'INCHES.  IT IS 5.8 FEET WEST OF A WITNESS POST, 7.9 FEET
 MQ0518'SOUTHEAST OF THE TELEPHONE LINE POLE AND 50.8 FEET SOUTH OF THE
 MQ0518'CENTERLINE OF A GRAVELED ROAD.
 MQ0518'
 MQ0518'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PIPE NO 1 1962,
 MQ0518'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MQ0518'2 INCHES.  IT IS 48.9 FEET SOUTH OF THE CENTERLINE OF THE
 MQ0518'ROAD, 29.9 FEET EAST-SOUTHEAST OF THE TELEPHONE LINE POLE
 MQ0518'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0518'
 MQ0518'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PIPE NO 2 1962,
 MQ0518'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MQ0518'3 INCHES.  IT IS 33.7 FEET SOUTH OF THE TELEPHONE LINE POLE,
 MQ0518'75.6 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND AT ABOUT
 MQ0518'THE SAME ELEVATION AS THE STATION.
 MQ0518'
 MQ0518'4 BE (USGS) IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL
 MQ0518'SURVEY, SET IN THE TOP OF A 7 BY 7 INCH CONCRETE POST PROJECTING
 MQ0518'5 INCHES.  IT IS 1.8 FEET WEST OF A WITNESS POST, 1 FOOT EAST
 MQ0518'OF ANOTHER WITNESS POST, 111.2 FEET NORTH OF THE CENTERLINE
 MQ0518'OF U.S. HIGHWAY 30 AND 139.3 FEET WEST OF THE CENTERLINE
 MQ0518'OF A PAVED NORTH-SOUTH ROAD.  THE DISK IS STAMPED 6148 4 BE
 MQ0518'1958.
 MQ0518
 MQ0518                          STATION RECOVERY (1975)
 MQ0518
 MQ0518'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (RFA)
 MQ0518'STATION MARK AND REFERENCE MARK NO. 2 RECOVERED.  REFERENCE MARK
 MQ0518'NO. 1 NOT RECOVERED.  THE AZIMUTH MARK, 4 BE(USGS), WAS RECOVERED,
 MQ0518'HOWEVER, THE TOP OF THE CONCRETE POST AND DISK HAVE BEEN DESTROYED.
 MQ0518'
 MQ0518'REVISED DESCRIPTION--TO REACH THE STATION FROM LITTLE AMERICA, GO
 MQ0518'EAST ON OLD U.S. HIGHWAY 30 FOR 8.7 MILES TO A CROSSROAD AND 4 BE
 MQ0518'USGS ON THE LEFT.  CONTINUE EAST FOR 2.1 MILES TO A SIDE ROAD
 MQ0518'RIGHT.  TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 1.1 MILES TO
 MQ0518'CROSSROAD.  TURN RIGHT, PASSING SMALL BUILDING, AND PROCEED WEST
 MQ0518'ON DIRT ROAD FOR 0.6 MILE TO FORK IN ROAD.  TAKE RIGHT FORK AND
 MQ0518'PROCEED FOR 0.4 MILE TO STATION ON LEFT SIDE OF ROAD.
 MQ0518
 MQ0518                          STATION RECOVERY (2003)
 MQ0518
 MQ0518'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (EBA)
 MQ0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0504 ***********************************************************************
 NR0504  DESIGNATION -  PIPELINE
 NR0504  PID         -  NR0504
 NR0504  STATE/COUNTY-  WY/FREMONT
 NR0504  USGS QUAD   -  RONGIS RESERVOIR (1952)
 NR0504
 NR0504                         *CURRENT SURVEY CONTROL
 NR0504  ___________________________________________________________________
 NR0504* NAD 83(1993)-  42 50 06.29594(N)    107 59 58.69045(W)     ADJUSTED  
 NR0504* NAVD 88     -      1823.23   (+/-2cm)    5981.7    (feet)  VERTCON   
 NR0504  ___________________________________________________________________
 NR0504  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 NR0504  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 NR0504
 NR0504  HORZ ORDER  -  THIRD
 NR0504  VERT ORDER  -  THIRD ? (See Below)
 NR0504
 NR0504.The horizontal coordinates were established by classical geodetic methods
 NR0504.and adjusted by the National Geodetic Survey in January 1997..
 NR0504
 NR0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0504.The vertical order pertains to the NGVD 29 superseded value.
 NR0504
 NR0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0504
 NR0504.The geoid height was determined by GEOID03.
 NR0504
 NR0504;                    North         East     Units Scale Factor Converg.
 NR0504;SPC WYWC     -   259,607.138   661,345.072   MT  0.99998378   +0 30 36.7
 NR0504;UTM  13      - 4,746,866.442   254,843.090   MT  1.00033947   -2 02 25.6
 NR0504;UTM  12      - 4,746,868.561   745,216.374   MT  1.00033983   +2 02 27.4
 NR0504
 NR0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0504!SPC WYWC     -   0.99971625  x   0.99998378  =   0.99970003
 NR0504!UTM  13      -   0.99971625  x   1.00033947  =   1.00005562
 NR0504!UTM  12      -   0.99971625  x   1.00033983  =   1.00005598
 NR0504
 NR0504:                Primary Azimuth Mark                     Grid Az
 NR0504:SPC WYWC     -  CONANT                                   327 23 44.5
 NR0504:UTM  13      -  CONANT                                   329 56 46.8
 NR0504:UTM  12      -  CONANT                                   325 51 53.8
 NR0504
 NR0504|---------------------------------------------------------------------|
 NR0504| PID    Reference Object                     Distance      Geod. Az  |
 NR0504|                                                           dddmmss.s |
 NR0504| NS0145 CONANT                              APPROX. 8.2 KM 3275421.2 |
 NR0504|---------------------------------------------------------------------|
 NR0504
 NR0504                          SUPERSEDED SURVEY CONTROL
 NR0504
 NR0504  NAD 83(1986)-  42 50 06.28233(N)    107 59 58.69406(W) AD(       ) 3
 NR0504  NAD 27      -  42 50 06.43373(N)    107 59 56.38187(W) AD(       ) 3
 NR0504  NGVD 29 (07/19/86) 1822.18   (m)         5978.3    (f) LEVELING    3  
 NR0504
 NR0504.Superseded values are not recommended for survey control.
 NR0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0504.See file dsdata.txt to determine how the superseded data were derived.
 NR0504
 NR0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH5484346866(NAD 83)
 NR0504_MARKER: DD = SURVEY DISK
 NR0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0504_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0504+STABILITY: SURFACE MOTION
 NR0504
 NR0504  HISTORY     - Date     Condition        Report By
 NR0504  HISTORY     - 1950     MONUMENTED       USGS
 NR0504
 NR0504                          STATION DESCRIPTION
 NR0504
 NR0504'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0504'LOCATED ABOUT 13 MI. S. AND 19 MI. E. OF RIVERTON, ON THE SUMMIT OF A
 NR0504'HILL ALONG THE NORTHERN UTILITIES GAS LINE MAINTAINENCE RD. IN THE
 NR0504'NE. 1/4 OF SEC. 17, T 33 N, R 93 W.
 NR0504'
 NR0504'TO REACH FROM RIVERTON POST OFFICE, DRIVE E. THREE (3) BLOCKS ON U.S.
 NR0504'HIGHWAY 320, THENCE RIGHT (S.) ALONG HIGHWAY 320 FOR 1.15 MI. TO
 NR0504'Y-FORK JUST BEYOND BRIDGE OVER WIND RIVER, THENCE LEFT (SE.) ONTO
 NR0504'SANDRAW RD. FOR 21.8 MI. TO VILLAGE OF SANDRAW, THENCE PROCEED E.
 NR0504'FROM SANDRAW ALONG THE NORTHERN UTILITIES GAS LINE MAINTAINENCE RD.
 NR0504'FOR 12.75 MI. TO TOP OF HILL AND STATION.  STATION LIES 63 FT. S.
 NR0504'OF CENTER LINE OF RD.
 NR0504'
 NR0504'STATION MARK--STANDARD TABLET STAMPED ---WR PIPELINE 1950 5978---,
 NR0504'SET IN TOP OF 6 IN. X 6 IN. CONCRETE POST PROJECTING 6 IN. ABOVE
 NR0504'SURFACE.
 NR0504'
 NR0504'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0941 ***********************************************************************
 PY0941  CBN         -  This is a Cooperative Base Network Control Station.
 PY0941  DESIGNATION -  PIT
 PY0941  PID         -  PY0941
 PY0941  STATE/COUNTY-  WY/TETON
 PY0941  USGS QUAD   -  LAKE (1986)
 PY0941
 PY0941                         *CURRENT SURVEY CONTROL
 PY0941  ___________________________________________________________________
 PY0941* NAD 83(1993)-  44 31 12.15395(N)    110 28 22.72462(W)     ADJUSTED  
 PY0941* NAVD 88     -      2424.534  (meters)    7954.49   (feet)  ADJUSTED  
 PY0941  ___________________________________________________________________
 PY0941  X           -  -1,593,836.214 (meters)                     COMP
 PY0941  Y           -  -4,269,045.073 (meters)                     COMP
 PY0941  Z           -   4,451,170.451 (meters)                     COMP
 PY0941  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 PY0941  ELLIP HEIGHT-        2415.98  (meters)          (09/07/01) GPS OBS
 PY0941  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0941  DYNAMIC HT  -        2422.902 (meters)    7949.14  (feet)  COMP
 PY0941  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 PY0941
 PY0941  HORZ ORDER  -  B
 PY0941  VERT ORDER  -  FIRST     CLASS II
 PY0941  ELLP ORDER  -  FOURTH    CLASS I
 PY0941
 PY0941.The horizontal coordinates were established by GPS observations
 PY0941.and adjusted by the National Geodetic Survey in May 1992..
 PY0941
 PY0941.The orthometric height was determined by differential leveling
 PY0941.and adjusted by the National Geodetic Survey in June 1991..
 PY0941
 PY0941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0941
 PY0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0941
 PY0941.The ellipsoidal height was determined by GPS observations
 PY0941.and is referenced to NAD 83.
 PY0941
 PY0941.The geoid height was determined by GEOID03.
 PY0941
 PY0941.The dynamic height is computed by dividing the NAVD 88
 PY0941.geopotential number by the normal gravity value computed on the
 PY0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0941.degrees latitude (g = 980.6199 gals.).
 PY0941
 PY0941.The modeled gravity was interpolated from observed gravity values.
 PY0941
 PY0941;                    North         East     Units Scale Factor Converg.
 PY0941;SPC WY W     -   546,605.318   769,024.196   MT  0.99994930   -0 16 23.5
 PY0941;UTM  12      - 4,929,770.546   541,882.634   MT  0.99962157   +0 22 10.3
 PY0941
 PY0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0941!SPC WY W     -   0.99962133  x   0.99994930  =   0.99957065
 PY0941!UTM  12      -   0.99962133  x   0.99962157  =   0.99924304
 PY0941
 PY0941                          SUPERSEDED SURVEY CONTROL
 PY0941
 PY0941  ELLIP H (05/15/92) 2416.08   (m)                       GP(       ) 4 2
 PY0941  NAD 83(1993)-  44 31 12.14420(N)    110 28 22.70767(W) AD(       ) 1
 PY0941  NAVD 88 (05/28/92) 2424.53   (m)         7954.5    (f) LEVELING    3  
 PY0941  NGVD 29 (08/20/92) 2423.139  (m)         7949.92   (f) ADJUSTED    1 2
 PY0941
 PY0941.Superseded values are not recommended for survey control.
 PY0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0941.See file dsdata.txt to determine how the superseded data were derived.
 PY0941
 PY0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4188329771(NAD 83)
 PY0941_MARKER: I = METAL ROD
 PY0941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0941_SP_SET: STAINLESS STEEL ROD
 PY0941_STAMPING: PIT 1987
 PY0941_MARK LOGO: NGS   
 PY0941_PROJECTION: FLUSH
 PY0941_MAGNETIC: I = MARKER IS A STEEL ROD
 PY0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0941+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0941_ROD/PIPE-DEPTH: 6.1  meters
 PY0941
 PY0941  HISTORY     - Date     Condition        Report By
 PY0941  HISTORY     - 1987     MONUMENTED       NGS
 PY0941  HISTORY     - 1987     GOOD             NGS
 PY0941
 PY0941                          STATION DESCRIPTION
 PY0941
 PY0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0941'THE STATION IS LOCATED IN THE CENTRAL SECTION OF YELLOWSTONE
 PY0941'NATIONAL PARK, 9.7 KM (6 MI) SOUTHWEST OF LAKE JUNCTION, ALONG A
 PY0941'SERVICE ROAD (OLD HIGHWAY).  OWNERSHIP--NATIONAL PARK SERVICE.
 PY0941'
 PY0941'TO REACH THE STATION FROM THE LAKE VILLAGE ENTRANCE ROAD AT LAKE
 PY0941'VILLAGE IN YELLOWSTONE NATIONAL PARK, GO SOUTHWESTERLY FOR 3.5 KM
 PY0941'(2.15 MI) ON THE WEST THUMB-LAKE ROAD TO A ROAD RIGHT
 PY0941'AND SIGN, SERVICE ROAD DO NOT ENTER.  TURN RIGHT AND GO
 PY0941'NORTHWESTERLY FOR 3.5 KM (2.2 MI), PASSING THROUGH LOCKED BARRICADE,
 PY0941'KEY), ON THE SERVICE ROAD TO A ROAD RIGHT, LEADING TO A GRAVEL PIT.
 PY0941'TURN RIGHT AND GO 34 METERS (111.5 FT) TO THE STATION, ON THE
 PY0941'SOUTHERN EDGE OF THE GRAVEL PIT.
 PY0941'
 PY0941'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 PY0941'THAT IS ---UNSTAMPED---,
 PY0941'DRIVEN TO A DEPTH OF 6.1 METERS (20.0 FT), ENCASED IN A PVC PIPE
 PY0941'WITH NGS LOGO FLANGE STAMPED---PIT 1987---, FLUSH WITH GROUND.
 PY0941'LOCATED
 PY0941'52.0 METERS (170.6 FT) WEST-NORTHWEST FROM A UTILITY POLE,
 PY0941'34.0 METERS (111.5 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 PY0941'SERVICE ROAD,
 PY0941'17.5 METERS (57.4 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 PY0941'OF A ROAD LEADING INTO THE GRAVEL PIT AND
 PY0941'3.3 METERS (10.8 FT) NORTHWEST FROM THE EDGE OF A BANK.
 PY0941'
 PY0941'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0941'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0941'
 PY0941'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0941'
 PY0941'DESCRIBED BY M.R. MATHWIG.
 PY0941
 PY0941                          STATION RECOVERY (1987)
 PY0941
 PY0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0941'5.7 KM (3.55 MI) SW FROM LAKE VILLAGE.
 PY0941'3.2 KM (2.00 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE
 PY0941'JUNCTION OF LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, THENCE 2.5 KM
 PY0941'(1.55 MI) SOUTHWESTERLY ALONG A SERVICE ROAD (OLD HIGHWAY), NEAR THE
 PY0941'CENTER OF THE SOUTHEAST EDGE OF AN ABANDONED GRAVEL PIT, 52.0 M
 PY0941'(170.6 FT) WEST-NORTHWEST OF A UTILITY POLE, 34.0 M (111.5 FT)
 PY0941'NORTHWEST OF THE CENTER OF THE ROAD, 17.5 M (57.4 FT) SOUTHWEST OF
 PY0941'THE CENTER OF THE MOST EASTERLY 1 OF 2 ROADS LEADING INTO THE PIT,
 PY0941'AND 3.3 M (10.8 FT) NORTHWEST OF THE EDGE OF A BANK.  NOTE--ACCESS TO
 PY0941'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0941'THE MARK IS 9.0 M ABOVE THE SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0425 ***********************************************************************
 PX0425  DESIGNATION -  PITCHFORK
 PX0425  PID         -  PX0425
 PX0425  STATE/COUNTY-  WY/PARK
 PX0425  USGS QUAD   -  SUNSHINE RESERVOIR (1991)
 PX0425
 PX0425                         *CURRENT SURVEY CONTROL
 PX0425  ___________________________________________________________________
 PX0425* NAD 83(1993)-  44 07 26.15786(N)    109 03 16.21507(W)     ADJUSTED  
 PX0425* NAVD 88     -      2149.7    (meters)    7053.     (feet)  VERTCON   
 PX0425  ___________________________________________________________________
 PX0425  LAPLACE CORR-         -17.98  (seconds)                    DEFLEC99
 PX0425  GEOID HEIGHT-         -10.23  (meters)                     GEOID03
 PX0425
 PX0425  HORZ ORDER  -  THIRD
 PX0425
 PX0425.The horizontal coordinates were established by classical geodetic methods
 PX0425.and adjusted by the National Geodetic Survey in January 1997..
 PX0425
 PX0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0425
 PX0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0425
 PX0425.The geoid height was determined by GEOID03.
 PX0425
 PX0425;                    North         East     Units Scale Factor Converg.
 PX0425;SPC WYWC     -   402,564.141   575,629.294   MT  0.99994480   -0 12 43.2
 PX0425;UTM  12      - 4,887,478.131   655,654.314   MT  0.99989798   +1 21 17.1
 PX0425
 PX0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0425!SPC WYWC     -   0.99966463  x   0.99994480  =   0.99960945
 PX0425!UTM  12      -   0.99966463  x   0.99989798  =   0.99956264
 PX0425
 PX0425:                Primary Azimuth Mark                     Grid Az
 PX0425:SPC WYWC     -  ROSE                                     296 37 37.8
 PX0425:UTM  12      -  ROSE                                     295 03 37.5
 PX0425
 PX0425|---------------------------------------------------------------------|
 PX0425| PID    Reference Object                     Distance      Geod. Az  |
 PX0425|                                                           dddmmss.s |
 PX0425| PX0429 ROSE                                APPROX. 9.5 KM 2962454.6 |
 PX0425|---------------------------------------------------------------------|
 PX0425
 PX0425                          SUPERSEDED SURVEY CONTROL
 PX0425
 PX0425  NAD 83(1986)-  44 07 26.14778(N)    109 03 16.20668(W) AD(       ) 3
 PX0425  NAD 27      -  44 07 26.31608(N)    109 03 13.70280(W) AD(       ) 3
 PX0425  NGVD 29 (07/19/86) 2148.6    (m)         7049.     (f) VERT ANG       
 PX0425
 PX0425.Superseded values are not recommended for survey control.
 PX0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0425.See file dsdata.txt to determine how the superseded data were derived.
 PX0425
 PX0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP5565487478(NAD 83)
 PX0425
 PX0425  HISTORY     - Date     Condition        Report By
 PX0425  HISTORY     - 1948     MONUMENTED       USGS
 PX0425  HISTORY     - 1954     GOOD             USGS
 PX0425
 PX0425                          STATION DESCRIPTION
 PX0425
 PX0425'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0425'STATION LOCATED ON N. SIDE, E. END OF SMALL HIGH BUTTE JUST S. OF
 PX0425'PITCHFORK OIL FIELD.
 PX0425'
 PX0425'TO REACH FROM MEETEETSE POST OFFICE, GO SE. ON WYOMING STATE HIGHWAY
 PX0425'120 TO END OF BLOCK, TURN RIGHT SOUTHERLY ON OILED RD. FOR 12.1 MI. TO
 PX0425'END OF OILED RD. AND RD. FORKS, TAKE RIGHT FORK WESTERLY FOR 0.2 MI.
 PX0425'AND CROSS GREYBULL RIVER ON THE PITCHFORK OIL FIELD RD. FOR 3.0 MI. TO
 PX0425'TRUCK LOADING DOCKS, GO RIGHT ON CUT BACK IN A SOUTHEASTERLY DIRECTION
 PX0425'FOR 0.25 MI. TO TOP OF RIDGE, CONTINUE ON FOOT TO THE TOP OF HIGH
 PX0425'BUTTE TO THE SE AND CAST TO END OF BUTTE AND STATION.
 PX0425'
 PX0425'STATION MARK - STANDARD TABLET SET IN ROCK STAMPED ---PITCHFORK 1948--
 PX0425'
 PX0425'REFERENCE MARK NO.1 - STANDARD TABLET SET IN ROCK, STAMPED
 PX0425'---PITCHFORK NO.1 1948---, 64.60 FT., S 12 DEG 50 MIN 22 SEC E.
 PX0425'
 PX0425'REFERENCE MARK NO.2 - STANDARD TABLET SET IN ROCK, STAMPED,
 PX0425'---PITCHFORK NO.2 1948---, 93.15 FT., N 76 DEG 58 MIN 07 SEC W.
 PX0425'
 PX0425'STATION RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0351 ***********************************************************************
 OW0351  DESIGNATION -  PITON
 OW0351  PID         -  OW0351
 OW0351  STATE/COUNTY-  WY/FREMONT
 OW0351  USGS QUAD   -  FREMONT PEAK NORTH (1991)
 OW0351
 OW0351                         *CURRENT SURVEY CONTROL
 OW0351  ___________________________________________________________________
 OW0351* NAD 83(1993)-  43 13 38.20219(N)    109 34 09.46706(W)     ADJUSTED  
 OW0351* NAVD 88     -      3724.     (meters)   12218.     (feet)  SCALED    
 OW0351  ___________________________________________________________________
 OW0351  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 OW0351  GEOID HEIGHT-          -7.37  (meters)                     GEOID03
 OW0351
 OW0351  HORZ ORDER  -  THIRD
 OW0351
 OW0351.The horizontal coordinates were established by classical geodetic methods
 OW0351.and adjusted by the National Geodetic Survey in January 1997..
 OW0351
 OW0351.The orthometric height was scaled from a topographic map.
 OW0351
 OW0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0351
 OW0351.The geoid height was determined by GEOID03.
 OW0351
 OW0351;                    North         East     Units Scale Factor Converg.
 OW0351;SPC WYWC     -   303,227.601   533,444.554   MT  0.99999197   -0 33 40.1
 OW0351;SPC WY W     -   403,029.976   841,757.674   MT  0.99995894   +0 21 07.4
 OW0351;UTM  12      - 4,787,047.785   616,184.324   MT  0.99976605   +0 58 48.0
 OW0351
 OW0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0351!SPC WYWC     -   0.99941757  x   0.99999197  =   0.99940954
 OW0351!SPC WY W     -   0.99941757  x   0.99995894  =   0.99937653
 OW0351!UTM  12      -   0.99941757  x   0.99976605  =   0.99918375
 OW0351
 OW0351:                Primary Azimuth Mark                     Grid Az
 OW0351:SPC WYWC     -  BOB                                      132 30 33.9
 OW0351:SPC WY W     -  BOB                                      131 35 46.4
 OW0351:UTM  12      -  BOB                                      130 58 05.8
 OW0351
 OW0351|---------------------------------------------------------------------|
 OW0351| PID    Reference Object                     Distance      Geod. Az  |
 OW0351|                                                           dddmmss.s |
 OW0351| OW0337 BOB                                 APPROX. 9.3 KM 1315653.8 |
 OW0351|---------------------------------------------------------------------|
 OW0351
 OW0351                          SUPERSEDED SURVEY CONTROL
 OW0351
 OW0351  NAD 83(1986)-  43 13 38.18952(N)    109 34 09.45770(W) AD(       ) 3
 OW0351  NAD 27      -  43 13 38.35277(N)    109 34 06.91823(W) AD(       ) 3
 OW0351
 OW0351.Superseded values are not recommended for survey control.
 OW0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0351.See file dsdata.txt to determine how the superseded data were derived.
 OW0351
 OW0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN1618487048(NAD 83)
 OW0351_MARKER: DD = SURVEY DISK
 OW0351_SETTING: 66 = SET IN ROCK OUTCROP
 OW0351_SP_SET: SET IN ROCK OUTCROP
 OW0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0351+STABILITY: POSITION/ELEVATION WELL
 OW0351
 OW0351  HISTORY     - Date     Condition        Report By
 OW0351  HISTORY     - 1948     MONUMENTED       USGS
 OW0351
 OW0351                          STATION DESCRIPTION
 OW0351
 OW0351'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0351'LOCATED ON HORSE RIDGE ABOUT 5.5 MI., S 55 DEG W,
 OW0351'FROM GANNETT PEAK IN THE WIND RIVER RANGE.  THE STATION IS LOCATED IN
 OW0351'THE SW. CORNER OF SEC. 27 T.38N., R.106W.
 OW0351'
 OW0351'TO REACH FROM LANDER, WYOMING GO NW. ON U.S. HIGHWAY 287, 53 MI. TO A
 OW0351'ONE LANE DIRT RD. ON THE LEFT AT THE SIGN ---HIDDEN VALLEY RANCH---.
 OW0351'THE TURN OFF IS ABOUT 1.5 MI. NW. OF THE BURRIS POST OFFICE, PROCEED
 OW0351'1.75 MI. SW. TO A RD. FORK WITH SIGNS POINTING TO ---GANNETT PEAK
 OW0351'CAMP--- RD. AND ---HIDDEN VALLEY RANCH--- RD.  FOLLOW THE RIGHT FORK
 OW0351'(GANNETT PEAK CAMP RD.) AND TRAVEL SW. OVER STEEP ROUGH RD. 9.25 MI.
 OW0351'TO THE FIRST HEAVY STAND OF TIMBER.  LEAVE VEHICLE AND PROCEED SW. ON
 OW0351'FOOT OVER WELL DEFINED TRAIL TO A WIRE FENCE, WHICH IS THE E. BOUNDARY
 OW0351'OF THE WASHAKIE NATIONAL FOREST.  GO THRU GATE AND TURN RIGHT THEN
 OW0351'FOLLOW THE ONLY VISIBLE TRAIL TO TOP OF PASS WHERE THE PANORAMA OF
 OW0351'THE HIGHEST PEAKS IN THE RANGE ARE VISIBLE FOR THE FIRST TIME.
 OW0351'PROCEED DOWN THE TRAIL TO A FOREST SERVICE SIGN ---DRY CREEK TRAIL
 OW0351'INKWELLS 1 MI.---.  FROM FOREST BOUNDARY TO SIGN IS ABOUT A 2 HOUR
 OW0351'HORSEBACK RIDE.  LEAVE THE TRAIL AT THE SIGN AND FOLLOW HORSE RIDGE
 OW0351'IN A SW. DIRECTION FOR ABOUT 6 MI.  STATION IS ON HIGH POINT WITH A
 OW0351'5.5 FT. ROCK CAIRN NEAR THE N. EDGE OF THE RIDGE.
 OW0351'
 OW0351'STATION MARK - A USGS ALUMINUM TABLET STAMPED ---12,180 VA--- AND SET
 OW0351'IN A ROCK OUTCROP.
 OW0351'
 OW0351'REFERENCE MARK NO.1 - A STANDARD USGS REFERENCE MARK TABLET SET IN
 OW0351'ROCK OUTCROP STAMPED ---PITON NO.1 1948--- 56.95 FT. FROM THE STATION,
 OW0351'N 74 DEG 16 MIN W.
 OW0351'
 OW0351'REFERENCE MARK NO.2 - A STANDARD USGS REFERENCE MARK TABLET SET IN
 OW0351'ROCK OUTCROP STAMPED ---PITON NO.2 1948--- 90.10 FT. FROM THE STATION,
 OW0351'N 17 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1191 ***********************************************************************
 MO1191  DESIGNATION -  PKPA 1
 MO1191  PID         -  MO1191
 MO1191  STATE/COUNTY-  WY/ALBANY
 MO1191  USGS QUAD   -  BALDY MOUNTAIN (1981)
 MO1191
 MO1191                         *CURRENT SURVEY CONTROL
 MO1191  ___________________________________________________________________
 MO1191* NAD 83(1993)-  41 30 07.12553(N)    105 29 50.85401(W)     ADJUSTED  
 MO1191* NAVD 88     -      2549.     (meters)    8363.     (feet)  SCALED    
 MO1191  ___________________________________________________________________
 MO1191  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 MO1191  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 MO1191
 MO1191  HORZ ORDER  -  THIRD
 MO1191
 MO1191.The horizontal coordinates were established by classical geodetic methods
 MO1191.and adjusted by the National Geodetic Survey in January 1997..
 MO1191
 MO1191.The orthometric height was scaled from a topographic map.
 MO1191
 MO1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1191
 MO1191.The geoid height was determined by GEOID03.
 MO1191
 MO1191;                    North         East     Units Scale Factor Converg.
 MO1191;SPC WY E     -   111,319.616   172,382.618   MT  0.99994688   -0 13 09.1
 MO1191;UTM  13      - 4,594,603.399   458,481.856   MT  0.99962121   -0 19 46.7
 MO1191
 MO1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1191!SPC WY E     -   0.99960214  x   0.99994688  =   0.99954905
 MO1191!UTM  13      -   0.99960214  x   0.99962121  =   0.99922350
 MO1191
 MO1191:                Primary Azimuth Mark                     Grid Az
 MO1191:SPC WY E     -  KING                                     156 53 33.5
 MO1191:UTM  13      -  KING                                     157 00 11.1
 MO1191
 MO1191|---------------------------------------------------------------------|
 MO1191| PID    Reference Object                     Distance      Geod. Az  |
 MO1191|                                                           dddmmss.s |
 MO1191| MO1252 KING                                APPROX. 4.6 KM 1564024.4 |
 MO1191|---------------------------------------------------------------------|
 MO1191
 MO1191                          SUPERSEDED SURVEY CONTROL
 MO1191
 MO1191  NAD 83(1986)-  41 30 07.11012(N)    105 29 50.85122(W) AD(       ) 3
 MO1191  NAD 27      -  41 30 07.19349(N)    105 29 48.90412(W) AD(       ) 3
 MO1191
 MO1191.Superseded values are not recommended for survey control.
 MO1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1191.See file dsdata.txt to determine how the superseded data were derived.
 MO1191
 MO1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5848294603(NAD 83)
 MO1191_MARKER: DD = SURVEY DISK
 MO1191_SETTING: 66 = SET IN ROCK OUTCROP
 MO1191_SP_SET: SET IN A ROCK LEDGE
 MO1191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1191+STABILITY: POSITION/ELEVATION WELL
 MO1191
 MO1191  HISTORY     - Date     Condition        Report By
 MO1191  HISTORY     - 1947     MONUMENTED       USGS
 MO1191
 MO1191                          STATION DESCRIPTION
 MO1191
 MO1191'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1191'STATION IS LOCATED IN SEC. 29, T 18 N, R 72 W, ON LEDGE ROCK, FLUSH
 MO1191'WITH GROUND.
 MO1191'
 MO1191'TO REACH FROM LARAMIE, GO OUT 9TH STREET AND GRADED DIRT RD. 7.4 MI.
 MO1191'TO T-RD. W., THENCE GO W. (LEFT) 5.2 MI. UP LONG HILL TO DIM RD. N.,
 MO1191'THENCE GO 4.0 MI. ON DIM RD. AND N. ALONG RIDGE TO RD. RUNNING E.
 MO1191'AND W., THENCE GO W. (LEFT) 1.3 MI., THENCE N. 0.1 MI. TO LEDGE ROCK
 MO1191'AND STATION.  STATION IS 122 FT. S. OF LONE TREE.
 MO1191'
 MO1191'STATION MARK--STANDARD TABLET, SET IN LEDGE ROCK.
 MO1191'
 MO1191'REFERENCE MARK NO. 1--DRILL HOLE IN CHISELED ARROW, 34.10 FT.,
 MO1191'N 41 DEG 54 MIN E.
 MO1191'
 MO1191'REFERENCE MARK NO. 2--DRILL HOLE IN CHISELED ARROW, 29.14 FT.,
 MO1191'N 22 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0265 ***********************************************************************
 PV0265  DESIGNATION -  PLANE
 PV0265  PID         -  PV0265
 PV0265  STATE/COUNTY-  WY/CAMPBELL
 PV0265  USGS QUAD   -  GILLETTE WEST (1971)
 PV0265
 PV0265                         *CURRENT SURVEY CONTROL
 PV0265  ___________________________________________________________________
 PV0265* NAD 83(1993)-  44 20 43.59124(N)    105 32 08.15406(W)     ADJUSTED  
 PV0265* NAVD 88     -      1321.254  (meters)    4334.81   (feet)  ADJUSTED  
 PV0265  ___________________________________________________________________
 PV0265  X           -  -1,223,925.310 (meters)                     COMP
 PV0265  Y           -  -4,402,707.978 (meters)                     COMP
 PV0265  Z           -   4,436,535.755 (meters)                     COMP
 PV0265  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 PV0265  ELLIP HEIGHT-        1306.97  (meters)          (01/29/02) GPS OBS
 PV0265  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 PV0265  DYNAMIC HT  -        1320.727 (meters)    4333.09  (feet)  COMP
 PV0265  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 PV0265
 PV0265  HORZ ORDER  -  SECOND
 PV0265  VERT ORDER  -  FIRST     CLASS II
 PV0265  ELLP ORDER  -  FIRST     CLASS I
 PV0265
 PV0265.This mark is at Gillette-Campbell County Airport (GCC)
 PV0265
 PV0265.The horizontal coordinates were established by GPS observations
 PV0265.and adjusted by the National Geodetic Survey in January 2002..
 PV0265
 PV0265.The orthometric height was determined by differential leveling
 PV0265.and adjusted by the National Geodetic Survey in June 1991..
 PV0265
 PV0265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PV0265
 PV0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0265
 PV0265.The ellipsoidal height was determined by GPS observations
 PV0265.and is referenced to NAD 83.
 PV0265
 PV0265.The geoid height was determined by GEOID03.
 PV0265
 PV0265.The dynamic height is computed by dividing the NAVD 88
 PV0265.geopotential number by the normal gravity value computed on the
 PV0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0265.degrees latitude (g = 980.6199 gals.).
 PV0265
 PV0265.The modeled gravity was interpolated from observed gravity values.
 PV0265
 PV0265;                    North         East     Units Scale Factor Converg.
 PV0265;SPC WY E     -   427,197.122   170,583.453   MT  0.99994814   -0 15 28.4
 PV0265;UTM  13      - 4,910,380.964   457,308.792   MT  0.99962241   -0 22 27.8
 PV0265
 PV0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0265!SPC WY E     -   0.99979511  x   0.99994814  =   0.99974326
 PV0265!UTM  13      -   0.99979511  x   0.99962241  =   0.99941760
 PV0265
 PV0265:                Primary Azimuth Mark                     Grid Az
 PV0265:SPC WY E     -  PLANE AZ MK                              083 42 12.5
 PV0265:UTM  13      -  PLANE AZ MK                              083 49 11.9
 PV0265
 PV0265|---------------------------------------------------------------------|
 PV0265| PID    Reference Object                     Distance      Geod. Az  |
 PV0265|                                                           dddmmss.s |
 PV0265| PV0264 PLANE AZ MK                                        0832644.1 |
 PV0265| PV0267 PLANE RM 1                           28.868 METERS 18744     |
 PV0265| PV0266 PLANE RM 2                            7.803 METERS 28736     |
 PV0265|---------------------------------------------------------------------|
 PV0265
 PV0265                          SUPERSEDED SURVEY CONTROL
 PV0265
 PV0265  NAD 83(1993)-  44 20 43.58562(N)    105 32 08.14925(W) AD(       ) 2
 PV0265  NAD 83(1986)-  44 20 43.57018(N)    105 32 08.12226(W) AD(       ) 2
 PV0265  NAD 27      -  44 20 43.63500(N)    105 32 06.12100(W) AD(       ) 2
 PV0265  NAVD 88 (01/29/02) 1321.25   (m)         4334.8    (f) LEVELING    3  
 PV0265  NGVD 29 (??/??/92) 1320.609  (m)         4332.70   (f) ADJ UNCH    1 2
 PV0265
 PV0265.Superseded values are not recommended for survey control.
 PV0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0265.See file dsdata.txt to determine how the superseded data were derived.
 PV0265
 PV0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK5730910381(NAD 83)
 PV0265_MARKER: DS = TRIANGULATION STATION DISK
 PV0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0265_SP_SET: CONCRETE POST
 PV0265_STAMPING: PLANE 1955
 PV0265_MARK LOGO: CGS   
 PV0265_PROJECTION: RECESSED 30 CENTIMETERS
 PV0265_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0265+STABILITY: SURFACE MOTION
 PV0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0265+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2001
 PV0265
 PV0265  HISTORY     - Date     Condition        Report By
 PV0265  HISTORY     - 1955     MONUMENTED       CGS
 PV0265  HISTORY     - 1957     GOOD             NGS
 PV0265  HISTORY     - 1970     GOOD             USAF
 PV0265  HISTORY     - 1977     GOOD             NGS
 PV0265  HISTORY     - 1977     POOR             NGS
 PV0265  HISTORY     - 1985     GOOD             NGS
 PV0265  HISTORY     - 1987     GOOD             BLM
 PV0265  HISTORY     - 19900712 GOOD             NGS
 PV0265  HISTORY     - 20010820 GOOD             NGS
 PV0265
 PV0265                          STATION DESCRIPTION
 PV0265
 PV0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 PV0265'STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF THE CENTER
 PV0265'OF GILLETTE, ON PROPERTY OF THE CITY MUNICIPAL AIRPORT AND
 PV0265'CITY GOLF LINKS.  THE GOLF LINKS LIE ALONG THE EAST SIDE
 PV0265'OF THE AIRPORT FIELD.
 PV0265'
 PV0265'TO REACH FROM THE POST OFFICE IN GILLETTE, DRIVE NORTH FOR
 PV0265'1 BLOCK, THENCE TURN LEFT ONTO U.S. HIGHWAY 14 AND 16 AND
 PV0265'DRIVE WEST AND NORTH-NORTHWEST FOR 4.6 MILES TO THE ENTRANCE
 PV0265'TO AIRPORT AND GOLF LINKS ON THE LEFT.  TURN LEFT THROUGH
 PV0265'GATE FOR 150 FEET TO A T-ROAD RIGHT.* KEEP STRAIGHT AHEAD
 PV0265'WEST FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 PV0265'
 PV0265'SURFACE-STATION MARK, STAMPED PLANE 1955, IS A STANDARD STATION
 PV0265'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 10
 PV0265'INCHES SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND.  IT
 PV0265'IS LOCATED 6 FEET SOUTH OF THE 12TH TRIANGULAR-SHAPED IRON
 PV0265'GUARD RAIL POST FROM THE EAST END OF THE LINE OF POSTS, 5.6
 PV0265'FEET SOUTHWEST OF A STANDARD WITNESS POST, 30 FEET NORTH OF
 PV0265'THE CENTER OF THE NORTH ONE OF TWO ROADS AND 228.7 FEET
 PV0265'EAST OF THE SOUTHEAST CORNER OF THE SOUTH HANGER OF TWO.
 PV0265'
 PV0265'UNDERGROUND-STATION MARK, STAMPED PLANE 1955, IS A STANDARD
 PV0265'STATION MARK DISK SET IN THE CENTER OF A SMALL MASS OF CONCRETE
 PV0265'ABOUT 36 INCHES BELOW THE SURFACE OF THE GROUND, ITS CENTER
 PV0265'BEING PLUMB WITH THE CENTER OF THE SURFACE-STATION MARK.
 PV0265'
 PV0265'REFERENCE MARK 1, STAMPED PLANE NO 1 1955, IS A STANDARD
 PV0265'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 PV0265'IS 10 INCHES SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND.
 PV0265'IT IS LOCATED 3 FEET NORTH OF THE SOUTH BOUNDRY FENCE OF THE
 PV0265'AIRPORT AND 31 FEET SOUTH OF THE CENTER OF THE SOUTH ROAD
 PV0265'OF TWO.
 PV0265'
 PV0265'REFERENCE MARK 2, STAMPED PLANE NO 2 1955, IS A STANDARD
 PV0265'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 PV0265'IS 10 INCHES SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND.
 PV0265'IT IS LOCATED 18 INCHES SOUTH OF THE GUARD RAIL AND IS ABOUT
 PV0265'THE SAME ELEVATION AS THE STATION MARK.
 PV0265'
 PV0265'AZIMUTH MARK, STAMPED PLANE 1955, IS A STANDARD AZIMUTH MARK
 PV0265'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES
 PV0265'SQUARE AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PV0265'IT IS LOCATED AT THE SOUTHEAST EDGE OF GOLF LINKS, 12 INCHES
 PV0265'WEST OF THE EAST AIRPORT BOUNDRY FENCE, 3.2 FEET SOUTH OF A
 PV0265'STANDARD WITNESS POST, 136 FEET SOUTHEAST OF THE SOUTHEAST
 PV0265'GOLF TEE AND 110 FEET WEST OF THE CENTER OF U.S. HIGHWAY 14
 PV0265'AND 16.
 PV0265'
 PV0265'*TO REACH AZIMUTH MARK, TURN RIGHT AND DRIVE NORTH ON THE
 PV0265'EAST TRACK ROAD OF TWO FOR 0.05 MILE TO THE SOUTHEAST SIDE OF
 PV0265'GOLF TEE, AIRPORT BOUNDRY FENCE AND AZIMUTH.
 PV0265'
 PV0265'OBSERVATIONS WERE MADE FROM THE TOP OF A 4 FOOT STAND.
 PV0265
 PV0265                          STATION RECOVERY (1957)
 PV0265
 PV0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PV0265'5 MI NW FROM GILLETTE.
 PV0265'ABOUT 1.25 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0265'RAILROAD FROM THE STATION AT GILLETTE, THENCE 3.4 MILES NORTH
 PV0265'ALONG U.S. HIGHWAY 16, THENCE 0.4 MILE WEST ALONG A DIRT ROAD
 PV0265'TO GILLETTE MUNICIPAL AIRPORT, 224 FEET EAST OF THE SOUTHEAST
 PV0265'CORNER OF THE OFFICE BUILDING, 237 FEET WEST OF THE SOUTHWEST
 PV0265'CORNER OF THE MOST EASTERLY TIN HANGAR, 97 FEET NORTH OF THE
 PV0265'SOUTH BOUNDARY FENCE, 94.7 FEET NORTH OF REFERENCE MARK NO. 1,
 PV0265'25.6 FEET EAST OF REFERENCE MARK NO. 2 AND IN THE TOP OF A
 PV0265'CONCRETE POST FLUSH WITH THE GROUND.
 PV0265
 PV0265                          STATION RECOVERY (1970)
 PV0265
 PV0265'RECOVERY NOTE BY US AIR FORCE 1970
 PV0265'STATION, R.M. 1, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 PV0265'CONDITION.  A THOROUGH SEARCH WAS MADE FOR R.M. 2, BUT
 PV0265'IT WAS NOT FOUND.  THE STATION AREA IS IN A PARKING LOT.
 PV0265'R.M. 2 POSSIBLY DESTROYED DURING GRADING OF THE PARKING LOT.
 PV0265'
 PV0265'THE TO REACH IS ADEQUATE, EXCEPT THAT THE T-ROAD 150 FEET
 PV0265'INSIDE THE GATE IS NO LONGER THERE.  FROM THE GATE, THE
 PV0265'AZIMUTH MARK IS APPROXIMATELY 250 FEET ALONG THE NORTH-SOUTH
 PV0265'FENCELINE.
 PV0265
 PV0265                          STATION RECOVERY (1977)
 PV0265
 PV0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 PV0265'REFERENCE MARK ONE AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 PV0265'IN GOOD CONDITION.  THE STATION MARK AND REFERENCE MARK TWO WERE
 PV0265'PROBABLY PAVED OVER IN THE DUTTON AVIATION CO. PARKING LOT.  SEE
 PV0265'BENCH MARK RECOVERY NOTE FOR PLANE 1955.
 PV0265'
 PV0265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.05 MILES NW OF
 PV0265'GILLETTE.
 PV0265
 PV0265                          STATION RECOVERY (1977)
 PV0265
 PV0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PV0265'MARK RECOVERED IN POOR CONDITION.
 PV0265
 PV0265                          STATION RECOVERY (1985)
 PV0265
 PV0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0265'RECOVERED IN GOOD CONDITION.  EXCEPT DISK IS NOW COVERED BY AN ASPHALT
 PV0265'TAXI STRIP AT THE AIRPORT, AVAILABLE THROUGH A GRAVEL COVERED HOLE.
 PV0265'THE MARK IS 0.1 M BELOW THE TAXI STRIP.
 PV0265
 PV0265                          STATION RECOVERY (1987)
 PV0265
 PV0265'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 PV0265'RECOVERED IN GOOD CONDITION.
 PV0265
 PV0265                          STATION RECOVERY (1990)
 PV0265
 PV0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PV0265'STATION IS LOCATED AT THE SOUTH SECTION OF THE MAIN RAMP ALONG THE
 PV0265'SOUTH EDGE OF PAVED RAMP BETWEEN THE WESTERNMOST T-HANGAR AND THE
 PV0265'SOUTHERLY ONE OF TWO HANGARS AT THE WEST EDGE OF THE RAMP.  IT IS
 PV0265'ABOUT ON LINE WITH THE WEST EDGE OF AN EXXON HANGAR AND ABOUT ON LINE
 PV0265'WITH THE EAST EDGE OF THE TAXIWAY RUNNING NW-SE FROM THE RAMP.  IT IS
 PV0265'49.4 FEET (15.1 M) WNW OF THE CENTER OF A PEDESTRIAN GATE IN THE
 PV0265'PERIMETER FENCE, 15.6 FEET (4.8 M) S OF A PAINTED TAXI STRIPE AND 12.5
 PV0265'FEET (3.8 M) N OF THE PERIMETER FENCE.  STATION IS A STANDARD CGS
 PV0265'TRIANGULATION STATION DISK 1.0 FEET (0.3 M) BELOW THE SURFACE OF THE
 PV0265'PAVING.
 PV0265
 PV0265                          STATION RECOVERY (2001)
 PV0265
 PV0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RGH)
 PV0265'RECOVERED AS DESCRIBED WITH THIS NOTE,  NOTE--THE STATION IS
 PV0265'UNDER A 12 INCH ROUND METAL COVER FLUSH WITH THE PAVEMENT.
 PV0265'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0264 ***********************************************************************
 PV0264  DESIGNATION -  PLANE AZ MK
 PV0264  PID         -  PV0264
 PV0264  STATE/COUNTY-  WY/CAMPBELL
 PV0264  USGS QUAD   -  GILLETTE WEST (1971)
 PV0264
 PV0264                         *CURRENT SURVEY CONTROL
 PV0264  ___________________________________________________________________
 PV0264* NAD 83(1986)-  44 20 44.     (N)    105 31 39.     (W)     SCALED    
 PV0264* NAVD 88     -      1320.038  (meters)    4330.82   (feet)  ADJUSTED  
 PV0264  ___________________________________________________________________
 PV0264  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 PV0264  DYNAMIC HT  -        1319.513 (meters)    4329.10  (feet)  COMP
 PV0264  MODELED GRAV-     980,174.1   (mgal)                       NAVD 88
 PV0264
 PV0264  VERT ORDER  -  FIRST     CLASS II
 PV0264
 PV0264.This mark is at Gillette-Campbell County Airport (GCC)
 PV0264
 PV0264.The horizontal coordinates were scaled from a topographic map and have
 PV0264.an estimated accuracy of +/- 6 seconds.
 PV0264
 PV0264.The orthometric height was determined by differential leveling
 PV0264.and adjusted by the National Geodetic Survey in June 1991..
 PV0264
 PV0264.The geoid height was determined by GEOID03.
 PV0264
 PV0264.The dynamic height is computed by dividing the NAVD 88
 PV0264.geopotential number by the normal gravity value computed on the
 PV0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0264.degrees latitude (g = 980.6199 gals.).
 PV0264
 PV0264.The modeled gravity was interpolated from observed gravity values.
 PV0264
 PV0264;                    North         East    Units  Estimated Accuracy
 PV0264;SPC WY E     -   427,210.      171,230.      MT  (+/- 180 meters Scaled)
 PV0264
 PV0264                          SUPERSEDED SURVEY CONTROL
 PV0264
 PV0264  NGVD 29 (??/??/92) 1319.39   (m)         4328.7    (f) COMPUTED    1 2
 PV0264
 PV0264.Superseded values are not recommended for survey control.
 PV0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0264.See file dsdata.txt to determine how the superseded data were derived.
 PV0264
 PV0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK579103(NAD 83)
 PV0264_MARKER: DZ = AZIMUTH MARK DISK
 PV0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0264_SP_SET: CONCRETE POST
 PV0264_STAMPING: PLANE 1955
 PV0264_MARK LOGO: CGS   
 PV0264_PROJECTION: PROJECTING 4 CENTIMETERS
 PV0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0264+STABILITY: SURFACE MOTION
 PV0264
 PV0264  HISTORY     - Date     Condition        Report By
 PV0264  HISTORY     - 1955     MONUMENTED       CGS
 PV0264  HISTORY     - 1957     GOOD             NGS
 PV0264  HISTORY     - 1985     GOOD             NGS
 PV0264
 PV0264                          STATION DESCRIPTION
 PV0264
 PV0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0264'4.6 MI NW FROM GILLETTE.
 PV0264'ABOUT 1.25 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0264'RAILROAD FROM THE STATION AT GILLETTE, THENCE 3.4 MILES NORTH
 PV0264'ALONG U.S. HIGHWAY 16, AT THE SOUTHEAST CORNER OF A GOLF COURSE
 PV0264'AND AT THE ENTRANCE TO GILLETTE MUNICIPAL AIRPORT, 271 FEET
 PV0264'NORTH OF THE CENTER LINE OF THE ENTRANCE, 107 FEET WEST OF THE
 PV0264'CENTER LINE OF THE HIGHWAY, 59 FEET SOUTHEAST OF A POWER POLE,
 PV0264'1 FOOT WEST OF THE FENCE LINE, 3 FEET SOUTH OF A WHITE WOODEN
 PV0264'WITNESS POST AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 PV0264'INCHES.
 PV0264
 PV0264                          STATION RECOVERY (1985)
 PV0264
 PV0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0264'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.76 KM
 PV0264'(4.82 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF GILLETTE
 PV0264'AVENUE AT GILLETTE, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A
 PV0264'PAVED ROAD LEADING WEST TO THE GILLETTE MUNICIPAL AIRPORT, 0.65 KM
 PV0264'(0.40 MI) NORTH OF MILEPOST 118, 32.6 METERS (107 FT) WEST OF THE
 PV0264'HIGHWAY CENTERLINE, 79.9 METERS (262 FT) NORTH OF THE CENTER OF THE
 PV0264'AIRPORT ROAD, 22.4 METERS (73.5 FT) NORTH OF THE FIRST POWER POLE
 PV0264'NORTH OF A T JUNCTION POWER POLE WITH A TRANSFORMER AND 0.3 METER (1
 PV0264'FT) WEST OF THE RIGHT OF WAY FENCE.
 PV0264'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 PV0264'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0267 ***********************************************************************
 PV0267  DESIGNATION -  PLANE RM 1
 PV0267  PID         -  PV0267
 PV0267  STATE/COUNTY-  WY/CAMPBELL
 PV0267  USGS QUAD   -  GILLETTE WEST (1971)
 PV0267
 PV0267                         *CURRENT SURVEY CONTROL
 PV0267  ___________________________________________________________________
 PV0267* NAD 83(1986)-  44 20 43.     (N)    105 32 08.     (W)     SCALED    
 PV0267* NAVD 88     -      1321.391  (meters)    4335.26   (feet)  ADJUSTED  
 PV0267  ___________________________________________________________________
 PV0267  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 PV0267  DYNAMIC HT  -        1320.864 (meters)    4333.53  (feet)  COMP
 PV0267  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 PV0267
 PV0267  VERT ORDER  -  FIRST     CLASS II
 PV0267
 PV0267.This mark is at Gillette-Campbell County Airport (GCC)
 PV0267
 PV0267.The horizontal coordinates were scaled from a topographic map and have
 PV0267.an estimated accuracy of +/- 6 seconds.
 PV0267
 PV0267.The orthometric height was determined by differential leveling
 PV0267.and adjusted by the National Geodetic Survey in June 1991..
 PV0267
 PV0267.The geoid height was determined by GEOID03.
 PV0267
 PV0267.The dynamic height is computed by dividing the NAVD 88
 PV0267.geopotential number by the normal gravity value computed on the
 PV0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0267.degrees latitude (g = 980.6199 gals.).
 PV0267
 PV0267.The modeled gravity was interpolated from observed gravity values.
 PV0267
 PV0267;                    North         East    Units  Estimated Accuracy
 PV0267;SPC WY E     -   427,180.      170,590.      MT  (+/- 180 meters Scaled)
 PV0267
 PV0267                          SUPERSEDED SURVEY CONTROL
 PV0267
 PV0267  NGVD 29 (??/??/92) 1320.745  (m)         4333.14   (f) ADJ UNCH    1 2
 PV0267
 PV0267.Superseded values are not recommended for survey control.
 PV0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0267.See file dsdata.txt to determine how the superseded data were derived.
 PV0267
 PV0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK573103(NAD 83)
 PV0267_MARKER: DR = REFERENCE MARK DISK
 PV0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0267_SP_SET: CONCRETE POST
 PV0267_STAMPING: PLANE NO 1 1955
 PV0267_MARK LOGO: CGS   
 PV0267_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PV0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0267+STABILITY: SURFACE MOTION
 PV0267
 PV0267  HISTORY     - Date     Condition        Report By
 PV0267  HISTORY     - 1955     MONUMENTED       CGS
 PV0267  HISTORY     - 1957     GOOD             NGS
 PV0267  HISTORY     - 1985     GOOD             NGS
 PV0267  HISTORY     - 19900712 GOOD             NGS
 PV0267
 PV0267                          STATION DESCRIPTION
 PV0267
 PV0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0267'5 MI NW FROM GILLETTE.
 PV0267'ABOUT 1.25 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0267'RAILROAD FROM THE STATION AT GILLETTE, THENCE 3.4 MILES NORTH
 PV0267'ALONG U.S. HIGHWAY 16, THENCE 0.4 MILE WEST TO GILLETTE MUNICIPAL
 PV0267'AIRPORT, 231 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PV0267'OFFICE BUILDING, 138 FEET NORTHEAST OF A POWER POLE, 94.7 FEET
 PV0267'SOUTH OF THE STATION MARK, 33 FEET SOUTH OF THE CENTER LINE OF
 PV0267'THE ROAD, 3 FEET NORTH OF THE FENCE LINE AND IN THE TOP OF A
 PV0267'CONCRETE POST FLUSH WITH THE GROUND.
 PV0267
 PV0267                          STATION RECOVERY (1985)
 PV0267
 PV0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0267'RECOVERED IN GOOD CONDITION.
 PV0267
 PV0267                          STATION RECOVERY (1990)
 PV0267
 PV0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PV0267'THE STATION IS LOCATED SOUTH OF THE GENERAL AVIATION RAMP WHICH IS
 PV0267'ABOUT 0.4 MILE (0.6 KM) FROM US 14 AND 16 UP THE AIRPORT ENTRANCE
 PV0267'ROAD.  IT IS 41.4 FEET (12.6 M) NE OF THE NE CORNER OF A TRAILER AND
 PV0267'92.5 FEET (28.2 M) WEST OF A BELL TELEPHONE CABLE JUNCTION POST. THIS
 PV0267'POST IS SOUTH OF THE AIRPORT ENTRANCE ROAD AND AT A POINT WHERE THE
 PV0267'FENCELINE BREAKS TO THE SW, 31 FEET (9.4 M) SOUTH OF THE CENTERLINE OF
 PV0267'THE ROAD.  THE STATION IS A STANDARD REFERENCE MARK STATION DISK SET
 PV0267'IN THE TOP OF A CONCRETE POST WHICH IS 10 INCH SQUARE AND FLUSH WITH
 PV0267'THE GROUND STAMPED PLANE NO 1 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0266 ***********************************************************************
 PV0266  DESIGNATION -  PLANE RM 2
 PV0266  PID         -  PV0266
 PV0266  STATE/COUNTY-  WY/CAMPBELL
 PV0266  USGS QUAD   -  GILLETTE WEST (1971)
 PV0266
 PV0266                         *CURRENT SURVEY CONTROL
 PV0266  ___________________________________________________________________
 PV0266* NAD 83(1986)-  44 20 43.     (N)    105 32 08.     (W)     SCALED    
 PV0266* NAVD 88     -      1321.246  (meters)    4334.79   (feet)  ADJUSTED  
 PV0266  ___________________________________________________________________
 PV0266  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 PV0266  DYNAMIC HT  -        1320.719 (meters)    4333.06  (feet)  COMP
 PV0266  MODELED GRAV-     980,172.6   (mgal)                       NAVD 88
 PV0266
 PV0266  VERT ORDER  -  FIRST     CLASS II
 PV0266
 PV0266.The horizontal coordinates were scaled from a topographic map and have
 PV0266.an estimated accuracy of +/- 6 seconds.
 PV0266
 PV0266.The orthometric height was determined by differential leveling
 PV0266.and adjusted by the National Geodetic Survey in June 1991..
 PV0266
 PV0266.The geoid height was determined by GEOID03.
 PV0266
 PV0266.The dynamic height is computed by dividing the NAVD 88
 PV0266.geopotential number by the normal gravity value computed on the
 PV0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0266.degrees latitude (g = 980.6199 gals.).
 PV0266
 PV0266.The modeled gravity was interpolated from observed gravity values.
 PV0266
 PV0266;                    North         East    Units  Estimated Accuracy
 PV0266;SPC WY E     -   427,180.      170,590.      MT  (+/- 180 meters Scaled)
 PV0266
 PV0266                          SUPERSEDED SURVEY CONTROL
 PV0266
 PV0266  NGVD 29 (??/??/92) 1320.601  (m)         4332.67   (f) ADJ UNCH    1 2
 PV0266
 PV0266.Superseded values are not recommended for survey control.
 PV0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0266.See file dsdata.txt to determine how the superseded data were derived.
 PV0266
 PV0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK573103(NAD 83)
 PV0266_MARKER: DB = BENCH MARK DISK
 PV0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0266_STAMPING: PLANE NO 2 1955
 PV0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0266+STABILITY: SURFACE MOTION
 PV0266
 PV0266  HISTORY     - Date     Condition        Report By
 PV0266  HISTORY     - 1955     MONUMENTED       CGS
 PV0266  HISTORY     - 1957     GOOD             NGS
 PV0266  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0266
 PV0266                          STATION DESCRIPTION
 PV0266
 PV0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0266'5 MI NW FROM GILLETTE.
 PV0266'ABOUT 1.25 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0266'RAILROAD FROM THE STATION AT GILLETTE, THENCE 3.4 MILES NORTH
 PV0266'ALONG U.S. HIGHWAY 16, THENCE 0.4 MILE WEST ALONG A ROAD TO
 PV0266'GILLETTE MUNICIPAL AIRPORT, 199 FEET EAST OF THE SOUTHEAST CORNER
 PV0266'OF THE OFFICE BUILDING, 106 1/2 FEET NORTH OF THE SOUTH BOUNDARY
 PV0266'FENCE, 71 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD, 25.6
 PV0266'FEET WEST OF THE STATION MARK AND IN THE TOP OF A CONCRETE
 PV0266'POST FLUSH WITH THE GROUND.
 PV0266
 PV0266                          STATION RECOVERY (1985)
 PV0266
 PV0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0266'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0367 ***********************************************************************
 OW0367  DESIGNATION -  PLATEAU
 OW0367  PID         -  OW0367
 OW0367  STATE/COUNTY-  WY/PARK
 OW0367  USGS QUAD   -  HARDLUCK MOUNTAIN (1991)
 OW0367
 OW0367                         *CURRENT SURVEY CONTROL
 OW0367  ___________________________________________________________________
 OW0367* NAD 83(1993)-  43 54 02.01475(N)    109 42 17.08004(W)     ADJUSTED  
 OW0367* NAVD 88     -      3440.5    (meters)   11288.     (feet)  VERTCON   
 OW0367  ___________________________________________________________________
 OW0367  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 OW0367  GEOID HEIGHT-          -7.35  (meters)                     GEOID03
 OW0367
 OW0367  HORZ ORDER  -  THIRD
 OW0367
 OW0367.The horizontal coordinates were established by classical geodetic methods
 OW0367.and adjusted by the National Geodetic Survey in January 1997..
 OW0367
 OW0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0367
 OW0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0367
 OW0367.The geoid height was determined by GEOID03.
 OW0367
 OW0367;                    North         East     Units Scale Factor Converg.
 OW0367;SPC WYWC     -   378,144.203   523,300.452   MT  1.00000983   -0 39 43.4
 OW0367;UTM  12      - 4,861,643.669   604,019.601   MT  0.99973308   +0 53 53.6
 OW0367
 OW0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0367!SPC WYWC     -   0.99946194  x   1.00000983  =   0.99947177
 OW0367!UTM  12      -   0.99946194  x   0.99973308  =   0.99919517
 OW0367
 OW0367:                Primary Azimuth Mark                     Grid Az
 OW0367:SPC WYWC     -  COUGAR                                   142 24 43.6
 OW0367:UTM  12      -  COUGAR                                   140 51 06.6
 OW0367
 OW0367|---------------------------------------------------------------------|
 OW0367| PID    Reference Object                     Distance      Geod. Az  |
 OW0367|                                                           dddmmss.s |
 OW0367| OW0366 COUGAR                              APPROX. 9.6 KM 1414500.2 |
 OW0367|---------------------------------------------------------------------|
 OW0367
 OW0367                          SUPERSEDED SURVEY CONTROL
 OW0367
 OW0367  NAD 83(1986)-  43 54 02.00362(N)    109 42 17.06871(W) AD(       ) 3
 OW0367  NAD 27      -  43 54 02.16917(N)    109 42 14.46978(W) AD(       ) 3
 OW0367  NGVD 29 (07/19/86) 3438.9    (m)        11282.     (f) VERT ANG       
 OW0367
 OW0367.Superseded values are not recommended for survey control.
 OW0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0367.See file dsdata.txt to determine how the superseded data were derived.
 OW0367
 OW0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP0402061644(NAD 83)
 OW0367_MARKER: DD = SURVEY DISK
 OW0367_SETTING: 66 = SET IN ROCK OUTCROP
 OW0367_SP_SET: SET IN BEDROCK
 OW0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0367+STABILITY: POSITION/ELEVATION WELL
 OW0367
 OW0367  HISTORY     - Date     Condition        Report By
 OW0367  HISTORY     - 1954     MONUMENTED       USGS
 OW0367
 OW0367                          STATION DESCRIPTION
 OW0367
 OW0367'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0367'STATION LOCATED IN PARK COUNTY ABOUT 3 MI. N. OF PIERPONT PASS ON THE
 OW0367'NE. CORNER OF SHOSHONE PLATEAU.
 OW0367'
 OW0367'HORSES CAN BE RIDDEN DIRECTLY TO STATION FROM SECRET OR HIDDEN BASIN
 OW0367'IN 1 HOUR AND 15 MINUTES.
 OW0367'
 OW0367'STATION MARK - STANDARD TABLET SET IN BED ROCK FLUSH WITH GROUND,
 OW0367'STAMPED ---PLATEAU 1954---.
 OW0367'
 OW0367'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1253 ***********************************************************************
 PY1253  DESIGNATION -  PLATEAU
 PY1253  PID         -  PY1253
 PY1253  STATE/COUNTY-  WY/TETON
 PY1253  USGS QUAD   -  SUMMIT LAKE (1986)
 PY1253
 PY1253                         *CURRENT SURVEY CONTROL
 PY1253  ___________________________________________________________________
 PY1253* NAD 83(1993)-  44 27 44.83880(N)    110 59 29.05128(W)     ADJUSTED  
 PY1253* NAVD 88     -      2701.8    (meters)    8864.     (feet)  VERTCON   
 PY1253  ___________________________________________________________________
 PY1253  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 PY1253  GEOID HEIGHT-          -8.98  (meters)                     GEOID03
 PY1253
 PY1253  HORZ ORDER  -  FIRST
 PY1253
 PY1253.The horizontal coordinates were established by classical geodetic methods
 PY1253.and adjusted by the National Geodetic Survey in January 1997..
 PY1253
 PY1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1253
 PY1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1253
 PY1253.The geoid height was determined by GEOID03.
 PY1253
 PY1253;                    North         East     Units Scale Factor Converg.
 PY1253;SPC WY W     -   540,533.737   727,739.731   MT  1.00000169   -0 38 09.9
 PY1253;SPC MT       -    24,748.753   481,277.136   MT  1.00036490   -1 05 27.5
 PY1253;SPC MT       -    81,196.70  1,578,993.23   iFT  1.00036490   -1 05 27.5
 PY1253;SPC ID E     -   311,250.919   293,523.368   MT  1.00005489   +0 49 23.7
 PY1253;UTM  12      - 4,923,238.847   500,683.870   MT  0.99960001   +0 00 21.7
 PY1253
 PY1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1253!SPC WY W     -   0.99957795  x   1.00000169  =   0.99957963
 PY1253!SPC MT       -   0.99957795  x   1.00036490  =   0.99994269
 PY1253!SPC ID E     -   0.99957795  x   1.00005489  =   0.99963281
 PY1253!UTM  12      -   0.99957795  x   0.99960001  =   0.99917812
 PY1253
 PY1253|---------------------------------------------------------------------|
 PY1253| PID    Reference Object                     Distance      Geod. Az  |
 PY1253|                                                           dddmmss.s |
 PY1253| CQ6309 PLATEAU RM 1                         20.482 METERS 06624     |
 PY1253| PY1196 SAWTELLE                            APPROX.42.3 KM 2852010.4 |
 PY1253| CQ6310 PLATEAU RM 2                         24.978 METERS 32019     |
 PY1253|---------------------------------------------------------------------|
 PY1253
 PY1253                          SUPERSEDED SURVEY CONTROL
 PY1253
 PY1253  NAD 83(1993)-  44 27 44.83727(N)    110 59 29.05338(W) AD(       ) 1
 PY1253  NAD 83(1986)-  44 27 44.84441(N)    110 59 29.04301(W) AD(       ) 1
 PY1253  NAD 27      -  44 27 45.10100(N)    110 59 26.27800(W) AD(       ) 1
 PY1253  NGVD 29 (07/19/86) 2700.4    (m)         8860.     (f) VERT ANG       
 PY1253
 PY1253.Superseded values are not recommended for survey control.
 PY1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1253.See file dsdata.txt to determine how the superseded data were derived.
 PY1253
 PY1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ0068423239(NAD 83)
 PY1253_MARKER: DS = TRIANGULATION STATION DISK
 PY1253_SETTING: 0 = UNSPECIFIED SETTING
 PY1253
 PY1253  HISTORY     - Date     Condition        Report By
 PY1253  HISTORY     - 1950     MONUMENTED       CGS
 PY1253  HISTORY     - 1955     GOOD             USGS
 PY1253
 PY1253                          STATION DESCRIPTION
 PY1253
 PY1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PY1253'THE STATION IS LOCATED ON THE CONTINENTAL DIVIDE, IN A THICKLEY
 PY1253'TIMBERED AREA, IN THE WESTERN SECTION OF YELLOWSTONE NATIONAL
 PY1253'PARK, AND ON THE HIGHEST POINT OF MADISON PLATEAU.  IT IS ABOUT 8
 PY1253'MILES WEST OF OLD FAITHFUL, 4 MILES NORTH-NORTHWEST OF SUMMIT
 PY1253'LAKE, AND 3.5 MILES EAST-SOUTHEAST OF THE MONTANA-IDAHO-WYOMING
 PY1253'STATE LINE.  THE MARK IS A STANDARD STATION MARK DISK, WELDED
 PY1253'TO A SECTION OF CAST IRON PIPE, PROJECTING 4 INCHES, AND
 PY1253'STAMPED PLATEAU 1950
 PY1253'
 PY1253'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK, WELDED TO
 PY1253'A SECTION OF CAST IRON PIPE, PROJECTING 4 INCHES, AND STAMPED
 PY1253'PLATEAU NO 1 1950
 PY1253'
 PY1253'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK, WELDED
 PY1253'TO A SECTION OF CAST IRON PIPE, PROJECTING 4 INCHES, AND STAMPED
 PY1253'PLATEAU NO 2 1950
 PY1253'
 PY1253'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 PY1253'
 PY1253'TO REACH THE STATION FROM OLD FAITHFUL, FOLLOW A FIRE TRAIL
 PY1253'WEST-NORTHWEST FOR ABOUT A 2-HOUR HORSE PACK, OR UNTIL COMING TO
 PY1253'FIRE HOLE MEADOW.  HERE LEAVE THE TRAIL AND GO WESTERLY ACROSS
 PY1253'THE MEADOW TO A SPARSELY TIMBERED AREA.  CONTINUE THROUGH THE
 PY1253'SPARSLEY TIMBERED AREA TO A HEAVILY TIMBERED AREA AT THE
 PY1253'BASE OF A RIDGE.  CONTINUE IN A WEST AND SOUTH DIRECTION,
 PY1253'PARALLEL TO THE RIDGE, TO THE LITTLE FIRE HOLE RIVER.  FOLLOW
 PY1253'ALONG THE RIVER UNTIL COMING TO A BURNED-OVER AREA.  GO
 PY1253'THROUGH THE BURNED-OVER AREA FOR ABOUT 1 MILE.  TURN RIGHT AND
 PY1253'GO UP THE RIDGE, SOUTHWESTERLY, FOR ABOUT 1 MILE TO A WATER
 PY1253'COURSE AT THE BASE OF A HIGHER HEAVILY-TIMBERED RIDGE.
 PY1253'FOLLOW THE WATER COURSE TO THE SOUTH END OF THE RIDGE.  HERE
 PY1253'TURN RIGHT, LEAVING THE WATER COURSE, AND GO WESTERLY UP THE
 PY1253'STEEP RIDGE TO THE TOP.  FROM HERE GO NORTHWEST FOR ABOUT
 PY1253'200 YARDS TO THE STATION.  ABOUT A 6-HOUR HORSE PACK FROM OLD
 PY1253'FAITHFUL.
 PY1253'
 PY1253'A 65 FOOT POLE TOWER WAS ERECTED OVER THE MARK.
 PY1253
 PY1253                          STATION RECOVERY (1955)
 PY1253
 PY1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PY1253'RECOVERED.
 PY1253'
 PY1253'STATION MARK--STANDARD STATION MARK DISK, WELDED TO A SECTION OF
 PY1253'CAST IRON PIPE PROJECTING 4 IN., AND STAMPED ---PLATEAU 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0593 ***********************************************************************
 MP0593  DESIGNATION -  PLATTE
 MP0593  PID         -  MP0593
 MP0593  STATE/COUNTY-  WY/CARBON
 MP0593  USGS QUAD   -  OVERLAND (1982)
 MP0593
 MP0593                         *CURRENT SURVEY CONTROL
 MP0593  ___________________________________________________________________
 MP0593* NAD 83(1993)-  41 34 00.79436(N)    106 49 36.38827(W)     ADJUSTED  
 MP0593* NAVD 88     -      2185.0    (meters)    7169.     (feet)  VERTCON   
 MP0593  ___________________________________________________________________
 MP0593  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 MP0593  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 MP0593
 MP0593  HORZ ORDER  -  SECOND
 MP0593
 MP0593.The horizontal coordinates were established by classical geodetic methods
 MP0593.and adjusted by the National Geodetic Survey in January 1997..
 MP0593
 MP0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0593
 MP0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0593
 MP0593.The geoid height was determined by GEOID03.
 MP0593
 MP0593;                    North         East     Units Scale Factor Converg.
 MP0593;SPC WYEC     -   218,599.216   442,249.598   MT  0.99995946   +0 20 10.0
 MP0593;UTM  13      - 4,603,301.379   347,686.187   MT  0.99988550   -1 12 44.2
 MP0593
 MP0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0593!SPC WYEC     -   0.99965940  x   0.99995946  =   0.99961887
 MP0593!UTM  13      -   0.99965940  x   0.99988550  =   0.99954494
 MP0593
 MP0593|---------------------------------------------------------------------|
 MP0593| PID    Reference Object                     Distance      Geod. Az  |
 MP0593|                                                           dddmmss.s |
 MP0593| CP6427 PLATTE RM 1                          12.753 METERS 02538     |
 MP0593| CP5560 174 BR 729 30.0                                    1291123.8 |
 MP0593| CP6428 PLATTE RM 2                           8.870 METERS 17934     |
 MP0593|---------------------------------------------------------------------|
 MP0593
 MP0593                          SUPERSEDED SURVEY CONTROL
 MP0593
 MP0593  NAD 83(1986)-  41 34 00.78620(N)    106 49 36.38105(W) AD(       ) 2
 MP0593  NAD 27      -  41 34 00.92400(N)    106 49 34.25600(W) AD(       ) 2
 MP0593  NGVD 29 (01/15/93) 2183.8    (m)         7165.     (f) GPS OBS        
 MP0593
 MP0593.Superseded values are not recommended for survey control.
 MP0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0593.See file dsdata.txt to determine how the superseded data were derived.
 MP0593
 MP0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4768603301(NAD 83)
 MP0593_MARKER: DD = SURVEY DISK
 MP0593_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0593_SP_SET: METAL PIPE IMBEDDED IN GROUND
 MP0593_MARK LOGO: USGS  
 MP0593_MAGNETIC: P = MARKER IS A STEEL PIPE
 MP0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0593+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1992
 MP0593
 MP0593  HISTORY     - Date     Condition        Report By
 MP0593  HISTORY     - UNK      MONUMENTED       USGS
 MP0593  HISTORY     - 1948     GOOD             USGS
 MP0593  HISTORY     - 1953     GOOD             USGS
 MP0593  HISTORY     - 19920818 GOOD             NGS
 MP0593
 MP0593                          STATION DESCRIPTION
 MP0593
 MP0593'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 MP0593'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE NORTH OF SARATOGA,
 MP0593'ABOUT 3.5 MILES AIRLINE NORTHEAST OF THE PLATTE RIVER AND
 MP0593'ABOUT 1.0 MILE WEST OF STATE HIGHWAY 130 ON THE TOP OF A LONG
 MP0593'NORTH-SOUTH BENCH.  THE STATION MARK IS A U.S. GEOLOGICAL
 MP0593'SURVEY BENCH MARK RIVETED TO THE TOP OF AN IRON PIPE.  IT
 MP0593'PROJECTS 1 FOOT, IS SET 200 FEET WEST OF A TRACK ROAD AND 6 FEET
 MP0593'EAST OF THE RIM OF BENCH.  IT IS UNSTAMPED.
 MP0593'
 MP0593'REFERENCE MARK NO. 1 IS SET FLUSH 1 FOOT LOWER THAN THE
 MP0593'STATION MARK.  IT IS STAMPED, PLATTE NO 1 1948.
 MP0593'
 MP0593'REFERENCE MARK NO. 2 IS SET FLUSH 6 INCHES LOWER THAN THE
 MP0593'STATION MARK.  IT IS STAMPED, PLATTE NO 2 1948.
 MP0593'
 MP0593'THE AZIMUTH MARK IS A STATE HIGHWAY DEPARTMENT RIGHT OF
 MP0593'WAY MARKER SET IN A 7 INCH SQUARE CONCRETE POST.  IT PROJECTS
 MP0593'1 FOOT, IS SET 30 PACES WEST OF STATE HIGHWAY 130 AND 3 FEET
 MP0593'NORTH OF A WHITE WITNESS POST.  IT IS STAMPED, 174 BR 729
 MP0593'30.0.
 MP0593'
 MP0593'TO REACH THE STATION FROM SARATOGA.  GO NORTH ON STATE HIGHWAY
 MP0593'130, 6.55 MILES TO A ROAD LEFT AT SIGN, PICK RANCH (THE AZIMUTH
 MP0593'MARK IS 0.7 MILE NORTH OF HERE).  TURN LEFT, GO 1.05 MILE TO
 MP0593'A ROAD RIGHT.  TURN RIGHT, GO 1.35 MILE TO THE STATION 200
 MP0593'FEET ON THE LEFT.  A DRIVE STATION.
 MP0593
 MP0593                          STATION RECOVERY (1953)
 MP0593
 MP0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MP0593'RECOVERED.
 MP0593'
 MP0593'STATION MARK--STANDARD USGS TABLET, RIVETED TO TOP OF AN IRON PIPE.
 MP0593
 MP0593                          STATION RECOVERY (1992)
 MP0593
 MP0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MP0593'STATION IS LOCATED ABOUT 14 KM (8.7 MI) NORTH OF SARATOGA, 20 KM
 MP0593'(12.4 MI) SOUTH OF INTERSTATE HIGHWAY 80, 1.5 KM (0.9 MI) WEST OF
 MP0593'STATE HIGHWAY 130, ON A NORTH-SOUTH RIDGE WITH BLUFFS ALONG ITS WEST
 MP0593'EDGE, ABOUT 0.8 KM (0.5 MI) SOUTH OF A FENCE LINE CROSSING THE RIDGE,
 MP0593'AT THE BLUFF EDGE.  OWNERSHIP--UNKNOWN.
 MP0593'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80,
 MP0593'U.S. HIGHWAYS 30 AND 287, AND STATE HIGHWAY 130 (EXIT 325) NEAR
 MP0593'WOLCOTT, GO SOUTH ON HIGHWAY 130 FOR 13.56 KM (8.43 MI) TO A GRAVEL
 MP0593'ROAD LEFT.  CONTINUE SOUTH FOR 8.66 KM (5.38 MI) TO A GRADED ROAD
 MP0593'RIGHT (MILE 13.7).  TURN RIGHT, WEST, ON COUNTY ROAD 508, PICK BRIDGE
 MP0593'ROAD, FOR 1.65 KM (1.03 MI) TO A TRACK CROSSROAD AT TOP OF GRADE
 MP0593'(HARD TO SEE DUE TO ROADSIDE GRADING).  TURN RIGHT, NORTHERLY, UP
 MP0593'GRADED BANK AND TRACK ROAD FOR 2.15 KM (1.34 MI) TO HIGH GROUND ON
 MP0593'THE LEFT. TURN LEFT, WEST, FOR 50 M (164.0 FT) TO THE STATION.
 MP0593'STATION MARK IS A DISK RIVETED ON A STEEL PIPE PROJECTING 20 CM ABOVE
 MP0593'GROUND.  IT IS 49.3 M (161.7 FT) (SLOPE) WEST OF THE TRACK ROAD
 MP0593'CENTER, AND 1.5 M (4.9 FT) EAST OF THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0475 ***********************************************************************
 NQ0475  DESIGNATION -  PLATTE
 NQ0475  PID         -  NQ0475
 NQ0475  STATE/COUNTY-  WY/GOSHEN
 NQ0475  USGS QUAD   -  COTTIER (1990)
 NQ0475
 NQ0475                         *CURRENT SURVEY CONTROL
 NQ0475  ___________________________________________________________________
 NQ0475* NAD 83(1993)-  42 06 24.97546(N)    104 17 02.91105(W)     ADJUSTED  
 NQ0475* NAVD 88     -      1282.     (meters)    4206.     (feet)  SCALED    
 NQ0475  ___________________________________________________________________
 NQ0475  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 NQ0475  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 NQ0475
 NQ0475  HORZ ORDER  -  SECOND
 NQ0475
 NQ0475.The horizontal coordinates were established by classical geodetic methods
 NQ0475.and adjusted by the National Geodetic Survey in January 1997..
 NQ0475
 NQ0475.The orthometric height was scaled from a topographic map.
 NQ0475
 NQ0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0475
 NQ0475.The geoid height was determined by GEOID03.
 NQ0475
 NQ0475;                    North         East     Units Scale Factor Converg.
 NQ0475;SPC WY E     -   178,831.938   272,991.030   MT  1.00000303   +0 35 30.4
 NQ0475;UTM  13      - 4,661,897.422   559,186.453   MT  0.99964310   +0 28 48.0
 NQ0475
 NQ0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0475!SPC WY E     -   0.99980169  x   1.00000303  =   0.99980472
 NQ0475!UTM  13      -   0.99980169  x   0.99964310  =   0.99944486
 NQ0475
 NQ0475:                Primary Azimuth Mark                     Grid Az
 NQ0475:SPC WY E     -  TORRINGTON UN TEL MICROWAVE              119 12 04.3
 NQ0475:UTM  13      -  TORRINGTON UN TEL MICROWAVE              119 18 46.7
 NQ0475
 NQ0475|---------------------------------------------------------------------|
 NQ0475| PID    Reference Object                     Distance      Geod. Az  |
 NQ0475|                                                           dddmmss.s |
 NQ0475| NQ0471 TORRINGTON UN TEL MICROWAVE         APPROX. 9.4 KM 1194734.7 |
 NQ0475| CQ4637 PLATTE RM 1                           8.480 METERS 17202     |
 NQ0475| CQ4638 PLATTE RM 2                           8.170 METERS 27220     |
 NQ0475| CQ4135 ROUTE 26 STATE MARKER                              2990933.2 |
 NQ0475|---------------------------------------------------------------------|
 NQ0475
 NQ0475                          SUPERSEDED SURVEY CONTROL
 NQ0475
 NQ0475  NAD 83(1986)-  42 06 24.95489(N)    104 17 02.91528(W) AD(       ) 2
 NQ0475  NAD 27      -  42 06 25.08250(N)    104 17 01.09150(W) AD(       ) 2
 NQ0475
 NQ0475.Superseded values are not recommended for survey control.
 NQ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0475.See file dsdata.txt to determine how the superseded data were derived.
 NQ0475
 NQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5918661897(NAD 83)
 NQ0475_MARKER: DS = TRIANGULATION STATION DISK
 NQ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0475
 NQ0475  HISTORY     - Date     Condition        Report By
 NQ0475  HISTORY     - 1963     MONUMENTED       CGS
 NQ0475
 NQ0475                          STATION DESCRIPTION
 NQ0475
 NQ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 NQ0475'THE STATION IS 5 MILES WEST AND 3 MILES NORTH OF TORRINGTON,
 NQ0475'0.1 MILE NORTH OF U.S. HIGHWAYS 26 AND 85, IN THE SOUTHEAST
 NQ0475'QUARTER OF SECTION 27, T 25 N, R 62 W., AND ON PROPERTY LEASED
 NQ0475'BY MR. MELL STEVENSON OF LINGLE.
 NQ0475'
 NQ0475'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 26
 NQ0475'AND 85 IN TORRINGTON, GO NORTHWEST ON HIGHWAYS 26 AND 85 FOR
 NQ0475'4.85 MILES TO A CROSSROAD.  CONTINUE NORTHWEST ON THE HIGHWAYS
 NQ0475'FOR 1.25 MILES TO A HIGHWAY TRASH BARREL ON THE RIGHT.  CONTINUE
 NQ0475'NORTHWEST ON THE HIGHWAYS FOR 0.05 MILE TO A WIRE GATE ON THE
 NQ0475'RIGHT.  TURN RIGHT, PASS THROUGH THE WIRE GATE AND GO
 NQ0475'NORTHEASTERLY ON A DIM TRACK ROAD FOR 0.15 MILE TO THE TOP OF A
 NQ0475'LOW RIDGE.  TURN RIGHT AND GO SOUTHEASTERLY FOLLOWING THE
 NQ0475'DIM TRACK ROAD FOR 0.05 MILE TO A NORTH-SOUTH FENCE AND THE
 NQ0475'STATION.
 NQ0475'
 NQ0475'STATION MARKS ARE STANDARD DISKS STAMPED PLATTE 1963.  THE
 NQ0475'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 NQ0475'1 INCH.  IT IS 5 FEET WEST OF A METAL WITNESS POST AND 5 FEET
 NQ0475'WEST OF A NORTH-SOUTH FENCE.  THE UNDERGROUND DISK IS SET IN AN
 NQ0475'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 NQ0475'GROUND.
 NQ0475'
 NQ0475'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PLATTE NO 1 1963,
 NQ0475'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 NQ0475'GROUND.  IT IS 37 FEET SOUTH OF THE METAL WITNESS POST AND 1
 NQ0475'FOOT WEST OF THE NORTH-SOUTH FENCE.
 NQ0475'
 NQ0475'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PLATTE NO 2 1963,
 NQ0475'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 NQ0475'GROUND.  IT IS 32 FEET WEST OF THE METAL WITNESS POST AND 32
 NQ0475'FEET WEST OF THE NORTH-SOUTH FENCE.
 NQ0475'
 NQ0475'AZIMUTH MARK, A STATE HIGHWAY MARKER DISK, UNSTAMPED, SET IN A
 NQ0475'5 BY 5 INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 NQ0475'IS 68 FEET NORTH OF THE CENTER OF HIGHWAYS 26 AND 85, 1.5 FEET
 NQ0475'NORTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF A EAST-WEST
 NQ0475'FENCE.
 NQ0475'
 NQ0475'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWESTERLY
 NQ0475'ON THE DIM TRACK ROAD FOR 0.05 MILE.  TURN LEFT AND GO SOUTHWESTERLY
 NQ0475'ON THE DIM TRACK ROAD FOR 0.15 MILE TO A WIRE GATE.  PASS
 NQ0475'THROUGH THE WIRE GATE, TURN RIGHT AND GO NORTHWEST ON U.S.
 NQ0475'HIGHWAYS 26 AND 85 FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT.
 NQ0475'CONTINUE NORTHWEST ON THE HIGHWAYS FOR 0.5 MILE TO THE AZIMUTH
 NQ0475'MARK ON THE RIGHT, NORTHEAST OF THE HIGHWAY.
 NQ0475'
 NQ0475'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0584 ***********************************************************************
 NQ0584  DESIGNATION -  PLATTE
 NQ0584  PID         -  NQ0584
 NQ0584  STATE/COUNTY-  WY/CONVERSE
 NQ0584  USGS QUAD   -  DOUGLAS (1974)
 NQ0584
 NQ0584                         *CURRENT SURVEY CONTROL
 NQ0584  ___________________________________________________________________
 NQ0584* NAD 83(1993)-  42 49 50.44624(N)    105 23 56.51538(W)     ADJUSTED  
 NQ0584* NAVD 88     -      1574.     (meters)    5164.     (feet)  VERTCON   
 NQ0584  ___________________________________________________________________
 NQ0584  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 NQ0584  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NQ0584
 NQ0584  HORZ ORDER  -  THIRD
 NQ0584
 NQ0584.The horizontal coordinates were established by classical geodetic methods
 NQ0584.and adjusted by the National Geodetic Survey in January 1997..
 NQ0584
 NQ0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0584
 NQ0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0584
 NQ0584.The geoid height was determined by GEOID03.
 NQ0584
 NQ0584;                    North         East     Units Scale Factor Converg.
 NQ0584;SPC WY E     -   258,871.147   181,001.942   MT  0.99994194   -0 09 28.7
 NQ0584;UTM  13      - 4,742,089.531   467,386.370   MT  0.99961309   -0 16 16.6
 NQ0584
 NQ0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0584!SPC WY E     -   0.99975551  x   0.99994194  =   0.99969746
 NQ0584!UTM  13      -   0.99975551  x   0.99961309  =   0.99936869
 NQ0584
 NQ0584                          SUPERSEDED SURVEY CONTROL
 NQ0584
 NQ0584  NAD 83(1986)-  42 49 50.42589(N)    105 23 56.50205(W) AD(       ) 3
 NQ0584  NAD 27      -  42 49 50.54421(N)    105 23 54.55578(W) AD(       ) 3
 NQ0584  NGVD 29 (07/19/86) 1573.     (m)         5161.     (f) VERT ANG       
 NQ0584
 NQ0584.Superseded values are not recommended for survey control.
 NQ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0584.See file dsdata.txt to determine how the superseded data were derived.
 NQ0584
 NQ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6738642090(NAD 83)
 NQ0584_MARKER: DD = SURVEY DISK
 NQ0584_SETTING: 0 = UNSPECIFIED SETTING
 NQ0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0584
 NQ0584  HISTORY     - Date     Condition        Report By
 NQ0584  HISTORY     - 1947     MONUMENTED       USGS
 NQ0584
 NQ0584                          STATION DESCRIPTION
 NQ0584
 NQ0584'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0584'LOCATED ABOUT 5.0 MI. N. OF DOUGLAS, IN SEC. 18, T 33 N, R 71 W,
 NQ0584'ON TOP OF ROCKY HILL, ABOUT 1.0 MI. E. OF NORTH PLATTE RIVER.
 NQ0584'
 NQ0584'TO REACH FROM DOUGLAS POST OFFICE, GO E. ONE BLOCK, TURN LEFT AND GO
 NQ0584'N. ON STATE HIGHWAY 59 TOWARDS GILLETTE FOR 1.6 MI. TO RD. FORK ON
 NQ0584'LEFT SIDE, TAKE LEFT FORK, LEAVING THE HIGHWAY, AND GO N. FOR 1.0
 NQ0584'MI. TO T-RD. W. AND CATTLEGUARD, CONTINUE N. ACROSS CATTLEGUARD AND
 NQ0584'GO N. AND NW. 1.0 MI. TO RD. FORKS, TAKE LEFT FORK AND GO NW. AND N.
 NQ0584'FOR 0.4 MI. TO WINDMILL, GO RIGHT AROUND WINDMILL AND THEN W. THROUGH
 NQ0584'GATE AND ACROSS WASH FOR 0.1 MI. TO RD. FORK, TAKE RIGHT FORK AND GO
 NQ0584'N. FOR 0.9 MI. TO DIM RD. FORK ON LEFT, TAKE LEFT FORK AND FOLLOW DIM
 NQ0584'RD. NW. FOR 0.6 MI. TO FENCE CORNER, GO W. ALONG FENCE 0.1 MI. TO END
 NQ0584'OF TRUCK TRAVEL, PROCEED W. ON FOOT.  STATION IS ABOUT 1000 FT. W.,
 NQ0584'ON HIGHEST AND ROCKIEST TOP.
 NQ0584'
 NQ0584'STATION MARK--STANDARD TABLET STAMPED ---PLATTE 1947--- AND SET IN
 NQ0584'SANDSTONE OUTCROP, ABOUT 5 FT. N. AND 0.5 FT. BELOW HIGHEST POINT.
 NQ0584'
 NQ0584'REFERENCE MARKS--CHISELED CROSSES WITH ARROWS, IN SANDSTONE OUTCROP.
 NQ0584'NO. 1 IS 50.12 FT. NE. OF STATION, N 49 DEG E,
 NQ0584'NO. 2 IS 21.41 FT. E. OF STATION, S 69 DEG E,
 NQ0584'SLOPE DISTANCES, AND PLATTE TO FETTER, S 17 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0674 ***********************************************************************
 NQ0674  DESIGNATION -  PLATTE
 NQ0674  PID         -  NQ0674
 NQ0674  STATE/COUNTY-  WY/CONVERSE
 NQ0674  USGS QUAD   -  GLENROCK (1974)
 NQ0674
 NQ0674                         *CURRENT SURVEY CONTROL
 NQ0674  ___________________________________________________________________
 NQ0674* NAD 83(1993)-  42 49 09.43647(N)    105 47 11.00658(W)     ADJUSTED  
 NQ0674* NAVD 88     -      1619.4    (meters)    5313.     (feet)  VERTCON   
 NQ0674  ___________________________________________________________________
 NQ0674  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 NQ0674  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 NQ0674
 NQ0674  HORZ ORDER  -  SECOND
 NQ0674
 NQ0674.The horizontal coordinates were established by classical geodetic methods
 NQ0674.and adjusted by the National Geodetic Survey in January 1997..
 NQ0674
 NQ0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0674
 NQ0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0674
 NQ0674.The geoid height was determined by GEOID03.
 NQ0674
 NQ0674;                    North         East     Units Scale Factor Converg.
 NQ0674;SPC WY E     -   257,765.837   149,322.353   MT  0.99996908   -0 25 16.4
 NQ0674;UTM  13      - 4,741,047.205   435,714.908   MT  0.99965084   -0 32 04.3
 NQ0674
 NQ0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0674!SPC WY E     -   0.99974824  x   0.99996908  =   0.99971733
 NQ0674!UTM  13      -   0.99974824  x   0.99965084  =   0.99939917
 NQ0674
 NQ0674:                Primary Azimuth Mark                     Grid Az
 NQ0674:SPC WY E     -  WELCH STA STANOLIND PLINE TANK           054 54 47.8
 NQ0674:UTM  13      -  WELCH STA STANOLIND PLINE TANK           055 01 35.7
 NQ0674
 NQ0674|---------------------------------------------------------------------|
 NQ0674| PID    Reference Object                     Distance      Geod. Az  |
 NQ0674|                                                           dddmmss.s |
 NQ0674| NQ0652 WELCH STA STANOLIND PLINE TANK      APPROX. 7.3 KM 0542931.4 |
 NQ0674| CQ4635 PLATTE RM 1                          12.060 METERS 07914     |
 NQ0674| CQ4636 PLATTE RM 2                           5.300 METERS 24431     |
 NQ0674| NQ0680 GLENROCK CONOCO STACK TOP           APPROX. 9.5 KM 2994850.2 |
 NQ0674| AA1862 CB 20                               APPROX. 2.8 KM 3132146.4 |
 NQ0674|---------------------------------------------------------------------|
 NQ0674
 NQ0674                          SUPERSEDED SURVEY CONTROL
 NQ0674
 NQ0674  NAD 83(1986)-  42 49 09.41913(N)    105 47 10.98932(W) AD(       ) 2
 NQ0674  NAD 27      -  42 49 09.54000(N)    105 47 08.98600(W) AD(       ) 2
 NQ0674  NGVD 29 (07/19/86) 1618.5    (m)         5310.     (f) VERT ANG       
 NQ0674
 NQ0674.Superseded values are not recommended for survey control.
 NQ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0674.See file dsdata.txt to determine how the superseded data were derived.
 NQ0674
 NQ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3571541047(NAD 83)
 NQ0674_MARKER: DS = TRIANGULATION STATION DISK
 NQ0674_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0674
 NQ0674  HISTORY     - Date     Condition        Report By
 NQ0674  HISTORY     - 1948     MONUMENTED       CGS
 NQ0674
 NQ0674                          STATION DESCRIPTION
 NQ0674
 NQ0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0674'LOCATED ON THE HIGHEST POINT OF A LARGE SANDSTONE OUTCROP
 NQ0674'ON A LONG RIDGE EXTENDING IN A NORTHWEST AND SOUTHEAST DIRECTION,
 NQ0674'ABOUT 20 MILES AIR LINE NORTHWEST OF DOUGLAS, 5.0 MILES
 NQ0674'SOUTHEAST OF GLENROCK, 0.3 MILE SOUTH OF U.S. HIGHWAY 20
 NQ0674'AND 87, SET FLUSH, AND STAMPED, PLATTE 1948.
 NQ0674'
 NQ0674'REFERENCE MARK NO. 1 IS ON SLIGHTLY DETATCHED PORTION OF THE
 NQ0674'SANDSTONE, ABOUT THE SAME ELEVATION AS STATION, SET FLUSH,
 NQ0674'AND STAMPED, PLATTE NO 1 1948.
 NQ0674'
 NQ0674'REFERENCE MARK NO. 2 IS APPROXIMATELY 24 INCHES HIGHER THAN
 NQ0674'STATION, SET FLUSH, AND STAMPED, PLATTE NO 2 1948.
 NQ0674'
 NQ0674'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK LOCATED
 NQ0674'12 PACES EAST OF CENTER LINE OF SECONDARY HIGHWAY, 4 PACES
 NQ0674'SOUTH OF FENCE CORNER, 4 FEET NORTH OF WHITE WITNESS POST,
 NQ0674'2 FEET SOUTH OF A 2 X 4 INCH WHITE POST WITH USBM 4995-9
 NQ0674'PAINTED ON IT.  MARK IS SET IN A SQUARE CONCRETE POST WHICH
 NQ0674'PROJECTS 4 INCHES, AND STAMPED, CB 20 1947.
 NQ0674'
 NQ0674'TO REACH FROM THE CAUTION LIGHT IN GLENROCK, GO EAST ON U.S.
 NQ0674'HIGHWAY 20 AND 87 FOR 3.7 MILES TO AN OILED ROAD ON RIGHT.
 NQ0674'(AZIMUTH MARK IS AT THIS POINT AS DESCRIBED ABOVE).  CONTINUE
 NQ0674'ON HIGHWAY FOR 1.1 MILE TO A WIRE GATE ON EACH SIDE OF ROAD.
 NQ0674'TURN RIGHT THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.25 MILE TO
 NQ0674'ANOTHER GATE.  PASS THROUGH AND CONTINUE FOR 0.2 MILE TO FORK.
 NQ0674'TAKE LEFT FORK AND FOLLOW ROAD FOR 0.45 MILE.  LEAVE ROAD
 NQ0674'AND DRIVE SOUTH UP RIDGE FOR 0.2 MILE, KEEPING TO RIGHT OF
 NQ0674'LARGE OUTCROP, TO TOP OF RIDGE AND TO EDGE OF ROCK.  STATION
 NQ0674'IS ON ROCK AS DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1218 ***********************************************************************
 PY1218  DESIGNATION -  PLENTYCOOS ET
 PY1218  PID         -  PY1218
 PY1218  STATE/COUNTY-  WY/PARK
 PY1218  USGS QUAD   -  PLENTY COUPS PEAK (1991)
 PY1218
 PY1218                         *CURRENT SURVEY CONTROL
 PY1218  ___________________________________________________________________
 PY1218* NAD 83(1993)-  44 23 25.01641(N)    110 04 10.49109(W)     ADJUSTED  
 PY1218* NAVD 88     -      3336.2    (meters)   10946.     (feet)  VERTCON   
 PY1218  ___________________________________________________________________
 PY1218  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 PY1218  GEOID HEIGHT-          -7.53  (meters)                     GEOID03
 PY1218
 PY1218  HORZ ORDER  -  THIRD
 PY1218
 PY1218.The horizontal coordinates were established by classical geodetic methods
 PY1218.and adjusted by the National Geodetic Survey in January 1997..
 PY1218
 PY1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1218
 PY1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1218
 PY1218.The geoid height was determined by GEOID03.
 PY1218
 PY1218;                    North         East     Units Scale Factor Converg.
 PY1218;SPC WYWC     -   432,960.250   494,864.052   MT  1.00007339   -0 55 23.5
 PY1218;SPC WY W     -   532,113.334   801,095.709   MT  0.99993751   +0 00 34.6
 PY1218;UTM  12      - 4,915,643.053   574,104.881   MT  0.99966753   +0 39 03.2
 PY1218
 PY1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1218!SPC WYWC     -   0.99947834  x   1.00007339  =   0.99955169
 PY1218!SPC WY W     -   0.99947834  x   0.99993751  =   0.99941588
 PY1218!UTM  12      -   0.99947834  x   0.99966753  =   0.99914604
 PY1218
 PY1218:                Primary Azimuth Mark                     Grid Az
 PY1218:SPC WYWC     -  CANFIELD                                 036 37 32.7
 PY1218:SPC WY W     -  CANFIELD                                 035 41 34.6
 PY1218:UTM  12      -  CANFIELD                                 035 03 06.0
 PY1218
 PY1218|---------------------------------------------------------------------|
 PY1218| PID    Reference Object                     Distance      Geod. Az  |
 PY1218|                                                           dddmmss.s |
 PY1218| PX0450 CANFIELD                            APPROX. 9.8 KM 0354209.2 |
 PY1218|---------------------------------------------------------------------|
 PY1218
 PY1218                          SUPERSEDED SURVEY CONTROL
 PY1218
 PY1218  NAD 83(1993)-  44 23 25.01116(N)    110 04 10.48679(W) AD(       ) 3
 PY1218  NAD 83(1986)-  44 23 25.00424(N)    110 04 10.47718(W) AD(       ) 3
 PY1218  NAD 27      -  44 23 25.20143(N)    110 04 07.79166(W) AD(       ) 3
 PY1218  NGVD 29 (07/19/86) 3334.8    (m)        10941.     (f) VERT ANG       
 PY1218
 PY1218.Superseded values are not recommended for survey control.
 PY1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1218.See file dsdata.txt to determine how the superseded data were derived.
 PY1218
 PY1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ7410515643(NAD 83)
 PY1218_MARKER: DD = SURVEY DISK
 PY1218_SETTING: 80 = SET IN A BOULDER
 PY1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1218+STABILITY: SURFACE MOTION
 PY1218
 PY1218  HISTORY     - Date     Condition        Report By
 PY1218  HISTORY     - 1958     MONUMENTED       USGS
 PY1218
 PY1218                          STATION DESCRIPTION
 PY1218
 PY1218'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY1218'STATION IS LOCATED ABOUT 20.0 MI. (AIRLINE) SE. OF LAKE JUNCTION,
 PY1218'8.0 MI. (AIRLINE) SW. OF THE E. ENTRANCE OF YELLOWSTONE PARK, ON
 PY1218'THE TOP OF PLENTYCOOS PARK, ON THE E. BOUNDARY OF YELLOWSTONE
 PY1218'PARK.
 PY1218'
 PY1218'STATION REACHED VIA HELICOPTER.
 PY1218'
 PY1218'STATION MARK--STANDARD USGS TABLET, CEMENTED IN FLAT ROCK, BOULDER
 PY1218'PROJECTING 1.2 FT., STAMPED ---PLENTYCOOS-ET 1958---.
 PY1218'
 PY1218'SCRIBESTONE BOUNDARY MARKER--8 FT., N 67 DEG 38 MIN W.
 PY1218'
 PY1218'Y.N.P. M.P. NO. 14 C.B.C. BOUNDARY MARKER--556 FT., N 44 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2118 ***********************************************************************
 AA2118  CBN         -  This is a Cooperative Base Network Control Station.
 AA2118  DESIGNATION -  PLGPS 1 RESET
 AA2118  PID         -  AA2118
 AA2118  STATE/COUNTY-  WY/PLATTE
 AA2118  USGS QUAD   -  WHEATLAND (1990)
 AA2118
 AA2118                         *CURRENT SURVEY CONTROL
 AA2118  ___________________________________________________________________
 AA2118* NAD 83(1993)-  42 02 36.68232(N)    104 57 52.50234(W)     ADJUSTED  
 AA2118* NAVD 88     -      1475.0    (meters)    4839.     (feet)  GPS OBS   
 AA2118  ___________________________________________________________________
 AA2118  X           -  -1,225,223.734 (meters)                     COMP
 AA2118  Y           -  -4,583,929.137 (meters)                     COMP
 AA2118  Z           -   4,250,173.422 (meters)                     COMP
 AA2118  LAPLACE CORR-         -11.33  (seconds)                    DEFLEC99
 AA2118  ELLIP HEIGHT-        1460.77  (meters)          (09/07/01) GPS OBS
 AA2118  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 AA2118
 AA2118  HORZ ORDER  -  B
 AA2118  ELLP ORDER  -  FOURTH    CLASS I
 AA2118
 AA2118.The horizontal coordinates were established by GPS observations
 AA2118.and adjusted by the National Geodetic Survey in October 1994..
 AA2118
 AA2118.The orthometric height was determined by GPS observations and a
 AA2118.high-resolution geoid model.
 AA2118
 AA2118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2118
 AA2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2118
 AA2118.The ellipsoidal height was determined by GPS observations
 AA2118.and is referenced to NAD 83.
 AA2118
 AA2118.The geoid height was determined by GEOID03.
 AA2118
 AA2118;                    North         East     Units Scale Factor Converg.
 AA2118;SPC WY E     -   171,431.419   216,730.248   MT  0.99994094   +0 08 07.2
 AA2118;UTM  13      - 4,654,609.144   502,931.071   MT  0.99960011   +0 01 25.4
 AA2118
 AA2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2118!SPC WY E     -   0.99977094  x   0.99994094  =   0.99971190
 AA2118!UTM  13      -   0.99977094  x   0.99960011  =   0.99937115
 AA2118
 AA2118                          SUPERSEDED SURVEY CONTROL
 AA2118
 AA2118  ELLIP H (10/19/94) 1460.81   (m)                       GP(       ) 4 1
 AA2118
 AA2118.Superseded values are not recommended for survey control.
 AA2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2118.See file dsdata.txt to determine how the superseded data were derived.
 AA2118
 AA2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0293154609(NAD 83)
 AA2118_MARKER: DD = SURVEY DISK
 AA2118_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA2118_STAMPING: PLGPS 1 1993 RESET
 AA2118_MARK LOGO: WYDT  
 AA2118_PROJECTION: FLUSH
 AA2118_MAGNETIC: I = MARKER IS A STEEL ROD
 AA2118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA2118+STABILITY: POSITION/ELEVATION WELL
 AA2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2118+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2118
 AA2118  HISTORY     - Date     Condition        Report By
 AA2118  HISTORY     - 1993     MONUMENTED       WYDT
 AA2118
 AA2118                          STATION DESCRIPTION
 AA2118
 AA2118'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1993 (RDR)
 AA2118'STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTH-SOUTHWEST OF WHEATLAND,
 AA2118'ALONG INTERSTATE HIGHWAY 25, 0.4 KM (0.25 MI) SOUTH OF A HIGHWAY
 AA2118'OVERPASS AT EXIT 78, ALONG THE NORTHBOUND LANES, ON A 15 M (49.2 FT)
 AA2118'HIGH CUTBANK, AT THE BEGINNING OF THE NORTHBOUND EXIT RAMP, IN THE
 AA2118'NORTHWEST 1/4 OF SECTION 24, T 24 N, R 68 W.  OWNERSHIP--STATE HIGHWAY
 AA2118'DEPARTMENT. TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 AA2118'HIGHWAY 25 AND U.S. HIGHWAYS 87 AND 87 BUSINESS (EXIT 78) ON THE
 AA2118'SOUTHWEST SIDE OF WHEATLAND, GO EAST ON HIGHWAY 87 BUSINESS FOR 0.20
 AA2118'KM (0.10 MI) TO A T-ROAD.  TURN RIGHT, SOUTH, ON PAVED ROAD FOR 0.15
 AA2118'KM (0.10 MI) TO A CROSS STREET.  TURN RIGHT, WEST, FOR 40 M (131.2 FT)
 AA2118'TO ROAD CURVE LEFT.  CONTINUE AHEAD ON DIRT LANE FOR 0.05 KM (0.05 MI)
 AA2118'TO THE HIGHWAY RIGHT-OF-WAY FENCE.  TURN LEFT, SOUTH, ALONG FENCE,
 AA2118'PASSING A MOBILE HOME, FOR 0.20 KM (0.10 MI) TO THE STATION ON THE
 AA2118'RIGHT, ACROSS THE FENCE. STATION MARK IS A DISK ON A STEEL ROD ENCASED
 AA2118'IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE
 AA2118'GROUND.  IT IS 2.2 M (7.2 FT) WEST OF A FIBERGLASS WITNESS POST IN THE
 AA2118'FENCE LINE, 50.3 M (165.0 FT) NORTH OF UNUSED UTILITY POLE C 6, 66.8 M
 AA2118'(219.2 FT) SOUTH OF THE CENTER ONE OF THREE HORIZONTALLY BRACED FENCE
 AA2118'POSTS AT BEND IN FENCE LINE, AND 38.8 M (127.3 FT) (SLOPE) EAST OF
 AA2118'METAL LIGHT POLE 4 ALONG THE EXIT RAMP OF HIGHWAY 25. DESCRIBED BY
 AA2118'G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1235 ***********************************************************************
 PY1235  DESIGNATION -  PLOVER
 PY1235  PID         -  PY1235
 PY1235  STATE/COUNTY-  WY/TETON
 PY1235  USGS QUAD   -  FRANK ISLAND (1986)
 PY1235
 PY1235                         *CURRENT SURVEY CONTROL
 PY1235  ___________________________________________________________________
 PY1235* NAD 83(1993)-  44 23 02.46784(N)    110 21 01.08641(W)     ADJUSTED  
 PY1235* NAVD 88     -      2359.2    (meters)    7740.     (feet)  VERTCON   
 PY1235  ___________________________________________________________________
 PY1235  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 PY1235  GEOID HEIGHT-          -8.14  (meters)                     GEOID03
 PY1235
 PY1235  HORZ ORDER  -  THIRD
 PY1235
 PY1235.The horizontal coordinates were established by classical geodetic methods
 PY1235.and adjusted by the National Geodetic Survey in January 1997..
 PY1235
 PY1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1235
 PY1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1235
 PY1235.The geoid height was determined by GEOID03.
 PY1235
 PY1235;                    North         East     Units Scale Factor Converg.
 PY1235;SPC WY W     -   531,451.953   778,727.397   MT  0.99994306   -0 11 12.2
 PY1235;UTM  12      - 4,914,731.646   551,751.858   MT  0.99963294   +0 27 16.0
 PY1235
 PY1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1235!SPC WY W     -   0.99963150  x   0.99994306  =   0.99957458
 PY1235!UTM  12      -   0.99963150  x   0.99963294  =   0.99926457
 PY1235
 PY1235:                Primary Azimuth Mark                     Grid Az
 PY1235:SPC WY W     -  PARK                                     037 15 09.6
 PY1235:UTM  12      -  PARK                                     036 36 41.4
 PY1235
 PY1235|---------------------------------------------------------------------|
 PY1235| PID    Reference Object                     Distance      Geod. Az  |
 PY1235|                                                           dddmmss.s |
 PY1235| PY1234 PARK                                APPROX. 7.2 KM 0370357.4 |
 PY1235|---------------------------------------------------------------------|
 PY1235
 PY1235                          SUPERSEDED SURVEY CONTROL
 PY1235
 PY1235  NAD 83(1993)-  44 23 02.46355(N)    110 21 01.08462(W) AD(       ) 3
 PY1235  NAD 83(1986)-  44 23 02.45583(N)    110 21 01.07364(W) AD(       ) 3
 PY1235  NAD 27      -  44 23 02.66381(N)    110 20 58.35053(W) AD(       ) 3
 PY1235  NGVD 29 (07/19/86) 2357.9    (m)         7736.     (f) VERT ANG       
 PY1235
 PY1235.Superseded values are not recommended for survey control.
 PY1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1235.See file dsdata.txt to determine how the superseded data were derived.
 PY1235
 PY1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5175214732(NAD 83)
 PY1235
 PY1235  HISTORY     - Date     Condition        Report By
 PY1235  HISTORY     - UNK      MONUMENTED
 PY1235  HISTORY     - 1959     GOOD             USGS
 PY1235  HISTORY     - 1998     MARK NOT FOUND   LOCSUR
 PY1235
 PY1235                          STATION DESCRIPTION
 PY1235
 PY1235'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PY1235'STATION IS LOCATED 12 MI. (AIRLINE) S. OF THE LAKE HOTEL, ON THE S.
 PY1235'SHORE OF YELLOWSTONE LAKE, ON THE NE. TIP OF PLOVER POINT.  STATION
 PY1235'CAN BEST BE REACHED BY BOAT FROM LAKE, ABOUT AN HOUR TRIP.
 PY1235'
 PY1235'RECOVERED.
 PY1235'
 PY1235'STATION MARK--STANDARD TABLET, STAMPED ---PLOVER 1955---, AND SET IN
 PY1235'CONCRETE POST FLUSH WITH GROUND.
 PY1235
 PY1235                          STATION RECOVERY (1998)
 PY1235
 PY1235'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1998
 PY1235'LOCAL SURVEYOR REPORTS YELLOWSTONE LAKE HAS RISEN AND HAS
 PY1235'TOPPLED THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0487 ***********************************************************************
 PV0487  DESIGNATION -  PLUM
 PV0487  PID         -  PV0487
 PV0487  STATE/COUNTY-  WY/WESTON
 PV0487  USGS QUAD   -  SKULL CREEK (1984)
 PV0487
 PV0487                         *CURRENT SURVEY CONTROL
 PV0487  ___________________________________________________________________
 PV0487* NAD 83(1993)-  44 02 27.51326(N)    104 15 23.63268(W)     ADJUSTED  
 PV0487* NAVD 88     -      1783.8    (meters)    5852.     (feet)  VERTCON   
 PV0487  ___________________________________________________________________
 PV0487  LAPLACE CORR-           9.42  (seconds)                    DEFLEC99
 PV0487  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 PV0487
 PV0487  HORZ ORDER  -  THIRD
 PV0487
 PV0487.The horizontal coordinates were established by classical geodetic methods
 PV0487.and adjusted by the National Geodetic Survey in January 1997..
 PV0487
 PV0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0487
 PV0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0487
 PV0487.The geoid height was determined by GEOID03.
 PV0487
 PV0487;                    North         East     Units Scale Factor Converg.
 PV0487;SPC WY E     -   393,704.713   272,941.112   MT  1.00000291   +0 37 57.7
 PV0487;UTM  13      - 4,876,692.603   559,563.292   MT  0.99964363   +0 31 00.6
 PV0487
 PV0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0487!SPC WY E     -   0.99972249  x   1.00000291  =   0.99972540
 PV0487!UTM  13      -   0.99972249  x   0.99964363  =   0.99936622
 PV0487
 PV0487:                Primary Azimuth Mark                     Grid Az
 PV0487:SPC WY E     -  HORTON                                   030 50 40.2
 PV0487:UTM  13      -  HORTON                                   030 57 37.3
 PV0487
 PV0487|---------------------------------------------------------------------|
 PV0487| PID    Reference Object                     Distance      Geod. Az  |
 PV0487|                                                           dddmmss.s |
 PV0487| PV0482 HORTON                              APPROX.10.8 KM 0312837.9 |
 PV0487|---------------------------------------------------------------------|
 PV0487
 PV0487                          SUPERSEDED SURVEY CONTROL
 PV0487
 PV0487  NAD 83(1986)-  44 02 27.50968(N)    104 15 23.62644(W) AD(       ) 3
 PV0487  NAD 27      -  44 02 27.58028(N)    104 15 21.82943(W) AD(       ) 3
 PV0487  NGVD 29 (07/19/86) 1783.1    (m)         5850.     (f) VERT ANG       
 PV0487
 PV0487.Superseded values are not recommended for survey control.
 PV0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0487.See file dsdata.txt to determine how the superseded data were derived.
 PV0487
 PV0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ5956376693(NAD 83)
 PV0487_MARKER: H = DRILL HOLE
 PV0487_SETTING: 66 = SET IN ROCK OUTCROP
 PV0487_SP_SET: SET IN ROCK OUTCROP
 PV0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0487+STABILITY: POSITION/ELEVATION WELL
 PV0487
 PV0487  HISTORY     - Date     Condition        Report By
 PV0487  HISTORY     - 1957     MONUMENTED       USGS
 PV0487
 PV0487                          STATION DESCRIPTION
 PV0487
 PV0487'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0487'STATION IS LOCATED ABOUT 21 MI. E. AND 4 MI. S. OF UPTON, WYOMING,
 PV0487'IN PROBABLE SEC. 24, T 47 N, R 62 W., ON A DIVIDE BETWEEN OIL CREEK
 PV0487'AND W. PLUM CREEK.  ON AN ASPEN COVERED TOP.  THERE IS A BARE POINT,
 PV0487'ABOUT THE SAME ELEVATION, JUST N. OF THE STATION.
 PV0487'
 PV0487'STATION MARK--DRILL HOLE IN A LARGE SANDSTONE ROCK.
 PV0487'
 PV0487'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1009 ***********************************************************************
 MO1009  DESIGNATION -  POAGE
 MO1009  PID         -  MO1009
 MO1009  STATE/COUNTY-  WY/GOSHEN
 MO1009  USGS QUAD   -  DIAMOND FLAT (1990)
 MO1009
 MO1009                         *CURRENT SURVEY CONTROL
 MO1009  ___________________________________________________________________
 MO1009* NAD 83(1993)-  41 42 50.25989(N)    104 22 45.23024(W)     ADJUSTED  
 MO1009* NAVD 88     -      1568.     (meters)    5144.     (feet)  SCALED    
 MO1009  ___________________________________________________________________
 MO1009  LAPLACE CORR-          -8.34  (seconds)                    DEFLEC99
 MO1009  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 MO1009
 MO1009  HORZ ORDER  -  SECOND
 MO1009
 MO1009.The horizontal coordinates were established by classical geodetic methods
 MO1009.and adjusted by the National Geodetic Survey in January 1997..
 MO1009
 MO1009.The orthometric height was scaled from a topographic map.
 MO1009
 MO1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1009
 MO1009.The geoid height was determined by GEOID03.
 MO1009
 MO1009;                    North         East     Units Scale Factor Converg.
 MO1009;SPC WY E     -   135,108.847   265,527.174   MT  0.99999032   +0 31 26.4
 MO1009;UTM  13      - 4,618,204.597   551,640.355   MT  0.99963282   +0 24 47.1
 MO1009
 MO1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1009!SPC WY E     -   0.99975683  x   0.99999032  =   0.99974716
 MO1009!UTM  13      -   0.99975683  x   0.99963282  =   0.99938974
 MO1009
 MO1009|---------------------------------------------------------------------|
 MO1009| PID    Reference Object                     Distance      Geod. Az  |
 MO1009|                                                           dddmmss.s |
 MO1009| CQ4645 POAGE RM 1                            7.426 METERS 12004     |
 MO1009| CQ4646 POAGE RM 2                            6.775 METERS 26319     |
 MO1009| CQ4644 POAGE AZ MK                                        2751321.7 |
 MO1009|---------------------------------------------------------------------|
 MO1009
 MO1009                          SUPERSEDED SURVEY CONTROL
 MO1009
 MO1009  NAD 83(1986)-  41 42 50.24533(N)    104 22 45.23204(W) AD(       ) 2
 MO1009  NAD 27      -  41 42 50.34340(N)    104 22 43.37940(W) AD(       ) 2
 MO1009
 MO1009.Superseded values are not recommended for survey control.
 MO1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1009.See file dsdata.txt to determine how the superseded data were derived.
 MO1009
 MO1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG5164018205(NAD 83)
 MO1009_MARKER: DS = TRIANGULATION STATION DISK
 MO1009_SETTING: 66 = SET IN ROCK OUTCROP
 MO1009
 MO1009  HISTORY     - Date     Condition        Report By
 MO1009  HISTORY     - 1963     MONUMENTED       CGS
 MO1009
 MO1009                          STATION DESCRIPTION
 MO1009
 MO1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1009'THE STATION IS ON THE HIGHEST POINT OF A SANDSTONE ROCK OUTCROP
 MO1009'WHICH IS ABOUT 40 FEET HIGH, 7-1/2 MILES SOUTHWEST OF HAWK
 MO1009'SPRINGS, 6 MILES WEST OF U.S. HIGHWAY 85, AT THE WEST END OF
 MO1009'THE EAGLE ROCK RANGE, IN THE SOUTHWEST QUARTER OF SECTION 12,
 MO1009'T 20 N, R 63 W, AND ON PROPERTY OWNED BY MR. WILLIAM POAGE.
 MO1009'
 MO1009'TO REACH THE STATION FROM THE POST OFFICE IN HAWK SPRINGS,
 MO1009'GO WEST FOR 0.05 MILE TO U.S. HIGHWAY 85.  TURN LEFT AND GO
 MO1009'SOUTH ON HIGHWAY 85 FOR 3.0 MILES TO A SIDE ROAD ON THE RIGHT
 MO1009'AND A TRACK ROAD ON THE LEFT.  TURN RIGHT AND GO WEST ON A
 MO1009'GRAVEL ROAD FOR 6.25 MILES TO A ROAD FORK.  BEAR LEFT AND GO
 MO1009'SOUTH AND WEST ON THE GRAVEL ROAD FOR 2.2 MILES TO A SIDE ROAD
 MO1009'ON THE LEFT AT A SIGN POAGE RANCH.  TURN LEFT AND GO SOUTHERLY
 MO1009'ON A GRAVEL ROAD FOR 1.05 MILES TO A LARGE ROCK OUTCROP AND
 MO1009'A LONE SHARP PINNACLE ON THE LEFT.* CONTINUE SOUTHERLY ON
 MO1009'THE GRAVEL ROAD FOR 0.55 MILE TO A REVERSE Y FORK, ABOUT 50
 MO1009'FEET NORTH OF A CATTLE GUARD.  TURN SHARP LEFT AND GO
 MO1009'EASTERLY ON A TRACK ROAD FOR 0.7 MILE TO A ROAD FORK, AND A
 MO1009'WIRE GATE ON THE RIGHT.  BEAR LEFT AND GO NORTHEAST ON THE
 MO1009'TRACK ROAD FOR 0.45 MILE TO THE TOP OF A GRADE AND TWO WIRE
 MO1009'GATES ON THE RIGHT.  TURN RIGHT, EASTERLY, FOR ABOUT 150 FEET TO
 MO1009'THE WIRE GATES.  PASS THROUGH A GATE AND GO SOUTHEAST AND
 MO1009'THEN NORTHEAST, UPHILL, FOR 0.15 MILE TO THE END OF TRUCK
 MO1009'TRAVEL, AT THE BASE OF A LARGE SANDSTONE ROCK OUTCROP.
 MO1009'FROM THIS POINT PACK NORTH TO THE TOP OF THE ROCK OUTCROP,
 MO1009'ABOUT 40 FEET HIGH, TO THE STATION.
 MO1009'
 MO1009'THE STATION MARK IS A STANDARD DISK, STAMPED POAGE 1963,
 MO1009'CEMENTED IN A DRILL HOLE IN THE TOP OF THE LARGE ROCK OUTCROP.
 MO1009'
 MO1009'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED POAGE NO 1 1963,
 MO1009'CEMENTED IN A DRILL HOLE IN THE TOP OF THE LARGE ROCK OUTCROP.  IT
 MO1009'IS AT THE SAME ELEVATION AS THE STATION.
 MO1009'
 MO1009'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED POAGE NO 2 1963,
 MO1009'CEMENTED IN A DRILL HOLE IN THE TOP OF THE LARGE ROCK OUTCROP.
 MO1009'IT IS AT THE SAME ELEVATION AS THE STATION.
 MO1009'
 MO1009'AZIMUTH MARK IS A STANDARD DISK, STAMPED POAGE 1963, CEMENTED
 MO1009'IN A DRILL HOLE IN THE TOP OF THE NORTHWEST END OF A 100 BY 30
 MO1009'FOOT ROCK OUTCROP WHICH PROJECTS ABOUT 10 FEET ABOVE THE GROUND.
 MO1009'
 MO1009'*TO REACH THE AZIMUTH MARK FROM THIS POINT, MENTIONED ABOVE,
 MO1009'GO EASTERLY ACROSS RANGE LAND FOR 0.1 MILE TO THE LARGE ROCK
 MO1009'OUTCROP.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO A LOWER ROCK
 MO1009'OUTCROP AND THE AZIMUTH MARK AS DESCRIBED.
 MO1009'
 MO1009'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1195 ***********************************************************************
 MO1195  DESIGNATION -  POE
 MO1195  PID         -  MO1195
 MO1195  STATE/COUNTY-  WY/ALBANY
 MO1195  USGS QUAD   -  POE MOUNTAIN (1981)
 MO1195
 MO1195                         *CURRENT SURVEY CONTROL
 MO1195  ___________________________________________________________________
 MO1195* NAD 83(1993)-  41 49 00.01129(N)    105 20 10.00328(W)     ADJUSTED  
 MO1195* NAVD 88     -      2172.7    (meters)    7128.     (feet)  VERTCON   
 MO1195  ___________________________________________________________________
 MO1195  LAPLACE CORR-         -12.63  (seconds)                    DEFLEC99
 MO1195  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 MO1195
 MO1195  HORZ ORDER  -  THIRD
 MO1195
 MO1195.The horizontal coordinates were established by classical geodetic methods
 MO1195.and adjusted by the National Geodetic Survey in January 1997..
 MO1195
 MO1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1195
 MO1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1195
 MO1195.The geoid height was determined by GEOID03.
 MO1195
 MO1195;                    North         East     Units Scale Factor Converg.
 MO1195;SPC WY E     -   146,230.108   185,921.977   MT  0.99993994   -0 06 46.7
 MO1195;UTM  13      - 4,629,476.203   472,084.228   MT  0.99960959   -0 13 26.8
 MO1195
 MO1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1195!SPC WY E     -   0.99966125  x   0.99993994  =   0.99960121
 MO1195!UTM  13      -   0.99966125  x   0.99960959  =   0.99927097
 MO1195
 MO1195:                Primary Azimuth Mark                     Grid Az
 MO1195:SPC WY E     -  SYBILLE                                  184 50 52.5
 MO1195:UTM  13      -  SYBILLE                                  184 57 32.6
 MO1195
 MO1195|---------------------------------------------------------------------|
 MO1195| PID    Reference Object                     Distance      Geod. Az  |
 MO1195|                                                           dddmmss.s |
 MO1195| MO1184 SYBILLE                             APPROX.11.2 KM 1844405.8 |
 MO1195|---------------------------------------------------------------------|
 MO1195
 MO1195                          SUPERSEDED SURVEY CONTROL
 MO1195
 MO1195  NAD 83(1986)-  41 48 59.99531(N)    105 20 09.99836(W) AD(       ) 3
 MO1195  NAD 27      -  41 49 00.09817(N)    105 20 08.05513(W) AD(       ) 3
 MO1195  NGVD 29 (07/19/86) 2171.8    (m)         7125.     (f) VERT ANG       
 MO1195
 MO1195.Superseded values are not recommended for survey control.
 MO1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1195.See file dsdata.txt to determine how the superseded data were derived.
 MO1195
 MO1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG7208429476(NAD 83)
 MO1195_MARKER: DD = SURVEY DISK
 MO1195_SETTING: 66 = SET IN ROCK OUTCROP
 MO1195_SP_SET: SET IN ROCK OUTCROP
 MO1195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1195+STABILITY: POSITION/ELEVATION WELL
 MO1195
 MO1195  HISTORY     - Date     Condition        Report By
 MO1195  HISTORY     - 1953     MONUMENTED       USGS
 MO1195
 MO1195                          STATION DESCRIPTION
 MO1195
 MO1195'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1195'STATION IS LOCATED IN THE SW. 1/4 OF SEC. 5, T 21 N, R 71 W, ON THE
 MO1195'HIGHEST POINT OF A MOUNTAIN, LOCALLY KNOWN AS POE MOUNTAIN.
 MO1195'
 MO1195'TO REACH STATION FROM LARAMIE POST OFFICE, GO N. ON U.S. HIGHWAY
 MO1195'30-287 FOR 17.7 MI. TO BOSLER JUNCTION, TURN RIGHT AND GO NE. ON
 MO1195'WYOMING 34 FOR 29.4 MI., AT THIS POINT TURN LEFT ON RD. LEADING TO
 MO1195'FLAHERTY RANCH AND FOLLOW 0.4 MI. TO RANCH, GO THROUGH GATE AND
 MO1195'TURN LEFT PROCEEDING 0.1 MI. TO RD. FORK, TAKE RIGHT FORK AND GO
 MO1195'0.35 MI. TO RD. FORK, TAKE LEFT FORK AND GO 0.75 MI. TO SUMMIT OF
 MO1195'HILL, AT THIS POINT TURN RIGHT (W.) UP HILL AND GO CROSS COUNTRY
 MO1195'ALONG RIDGE APPROXIMATELY 0.5 MI. TO END OF TRUCK TRAVEL.  FROM
 MO1195'HERE PACK UP MOUNTAIN TO THE HIGHEST POINT AND STATION.  STATION
 MO1195'IS ABOUT A 50 MINUTE PACK.
 MO1195'
 MO1195'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP, STAMPED ---POE
 MO1195'1953---, SURROUNDED BY ROCK CAIRN.
 MO1195'
 MO1195'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0569 ***********************************************************************
 NQ0569  DESIGNATION -  POISON
 NQ0569  PID         -  NQ0569
 NQ0569  STATE/COUNTY-  WY/CONVERSE
 NQ0569  USGS QUAD   -  POISON LAKE (1949)
 NQ0569
 NQ0569                         *CURRENT SURVEY CONTROL
 NQ0569  ___________________________________________________________________
 NQ0569* NAD 83(1993)-  42 35 30.81235(N)    105 27 15.62303(W)     ADJUSTED  
 NQ0569* NAVD 88     -      1796.0    (meters)    5892.     (feet)  VERTCON   
 NQ0569  ___________________________________________________________________
 NQ0569  LAPLACE CORR-          -9.01  (seconds)                    DEFLEC99
 NQ0569  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 NQ0569
 NQ0569  HORZ ORDER  -  SECOND
 NQ0569
 NQ0569.The horizontal coordinates were established by classical geodetic methods
 NQ0569.and adjusted by the National Geodetic Survey in January 1997..
 NQ0569
 NQ0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0569
 NQ0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0569
 NQ0569.The geoid height was determined by GEOID03.
 NQ0569
 NQ0569;                    North         East     Units Scale Factor Converg.
 NQ0569;SPC WY E     -   232,360.548   176,389.681   MT  0.99994436   -0 11 40.9
 NQ0569;UTM  13      - 4,715,596.779   462,723.339   MT  0.99961710   -0 18 27.0
 NQ0569
 NQ0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0569!SPC WY E     -   0.99972051  x   0.99994436  =   0.99966488
 NQ0569!UTM  13      -   0.99972051  x   0.99961710  =   0.99933772
 NQ0569
 NQ0569:                Primary Azimuth Mark                     Grid Az
 NQ0569:SPC WY E     -  POISON AZ MK                             024 16 07.2
 NQ0569:UTM  13      -  POISON AZ MK                             024 22 53.3
 NQ0569
 NQ0569|---------------------------------------------------------------------|
 NQ0569| PID    Reference Object                     Distance      Geod. Az  |
 NQ0569|                                                           dddmmss.s |
 NQ0569| CQ4647 POISON AZ MK                                       0240426.3 |
 NQ0569| CQ4648 POISON RM 1                           7.486 METERS 16824     |
 NQ0569| CQ4649 POISON RM 2                          13.567 METERS 32028     |
 NQ0569|---------------------------------------------------------------------|
 NQ0569
 NQ0569                          SUPERSEDED SURVEY CONTROL
 NQ0569
 NQ0569  NAD 83(1986)-  42 35 30.79307(N)    105 27 15.61141(W) AD(       ) 2
 NQ0569  NAD 27      -  42 35 30.91000(N)    105 27 13.65600(W) AD(       ) 2
 NQ0569  NGVD 29 (07/19/86) 1795.1    (m)         5889.     (f) VERT ANG       
 NQ0569
 NQ0569.Superseded values are not recommended for survey control.
 NQ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0569.See file dsdata.txt to determine how the superseded data were derived.
 NQ0569
 NQ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6272315597(NAD 83)
 NQ0569_MARKER: DD = SURVEY DISK
 NQ0569_SETTING: 80 = SET IN A BOULDER
 NQ0569_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NQ0569
 NQ0569  HISTORY     - Date     Condition        Report By
 NQ0569  HISTORY     - 1948     MONUMENTED       USGS
 NQ0569  HISTORY     - 1964     GOOD             USGS
 NQ0569
 NQ0569                          STATION DESCRIPTION
 NQ0569
 NQ0569'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0569'THE STATION IS LOCTED ABOUT 12 MILES AIRLINE SOUTHWEST OF
 NQ0569'DOUGLAS ON A PROMINENT HILL THAT DROPS OFF ABRUPTLY TO THE
 NQ0569'WEST AND SLOPES GENTLY IN ALL OTHER DIRECTIONS.  THE STATION
 NQ0569'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A BOULDER,
 NQ0569'THAT PROJECTS 3 INCHES, IS ON HIGHEST POINT OF HILL 3 FEET
 NQ0569'EAST OF THE RIM.  IT IS STAMPED, POISON 1947.
 NQ0569'
 NQ0569'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 NQ0569'MARK, PROJECTS 3 INCHES, IS SET 3 FEET EAST OF THE RIM AT
 NQ0569'SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED, 1947
 NQ0569'POISON REF. NO. 1.
 NQ0569'
 NQ0569'REFERENCE MARK NO. 2 PROJECTS 4 FEET, IS SET ON EDGE OF RIM AT
 NQ0569'SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED, POISON NO
 NQ0569'2 1948.
 NQ0569'
 NQ0569'THE AZIMUTH MARK PROJECTS 2 FEET, IS SET 45 PACES NORTH OF
 NQ0569'ROAD AND 6 FEET NORTH OF A WHITE WITNESS POST.  IT IS STAMPED,
 NQ0569'POISON 1948.
 NQ0569'
 NQ0569'TO REACH THE STATION FROM THE SOUTH EDGE OF DOUGLAS, WHERE
 NQ0569'THE HIGHWAY TURNS EAST.  GO SOUTH ON A GRADED ROAD 0.55 MILE
 NQ0569'TO A ROAD RIGHT ACROSS RAILROAD TRACKS.  TURN RIGHT, GO 0.1
 NQ0569'MILE TO A ROAD LEFT.  TURN LEFT, GO 1.0 MILE TO A ROAD RIGHT.
 NQ0569'TURN RIGHT, FOLLOW MAIN ROAD 8.05 MILES TO A ROAD RIGHT THROUGH
 NQ0569'A CATTLE GUARD.  TURN RIGHT, GO 4.05 MILES TO A DIM ROAD TO
 NQ0569'LEFT JUST BEFORE REACHING SUMMIT.  THE AZIMUTH MARK IS 45 PACES
 NQ0569'NORTH OF HERE.  TURN LEFT, FOLLOW DIM ROAD 0.4 MILE, THEN TURN
 NQ0569'RIGHT AND GO UP RIDGE 0.2 MILE TO HIGHEST POINT AND STATION.
 NQ0569'A TWO WHEEL DRIVE VEHICLE MAY NOT BE ABLE TO TRAVEL THE LAST
 NQ0569'0.2 MILE.
 NQ0569
 NQ0569                          STATION RECOVERY (1964)
 NQ0569
 NQ0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NQ0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0435 ***********************************************************************
 OV0435  DESIGNATION -  POISON
 OV0435  PID         -  OV0435
 OV0435  STATE/COUNTY-  WY/FREMONT
 OV0435  USGS QUAD   -  MADDEN (1952)
 OV0435
 OV0435                         *CURRENT SURVEY CONTROL
 OV0435  ___________________________________________________________________
 OV0435* NAD 83(1993)-  43 07 56.86665(N)    107 31 28.88329(W)     ADJUSTED  
 OV0435* NAVD 88     -      1819.1    (meters)    5968.     (feet)  VERTCON   
 OV0435  ___________________________________________________________________
 OV0435  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 OV0435  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 OV0435
 OV0435  HORZ ORDER  -  THIRD
 OV0435
 OV0435.The horizontal coordinates were established by classical geodetic methods
 OV0435.and adjusted by the National Geodetic Survey in January 1997..
 OV0435
 OV0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0435
 OV0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0435
 OV0435.The geoid height was determined by GEOID03.
 OV0435
 OV0435;                    North         East     Units Scale Factor Converg.
 OV0435;SPC WYWC     -   293,097.567   699,692.361   MT  1.00005972   +0 50 16.1
 OV0435;UTM  13      - 4,778,618.918   294,654.866   MT  1.00011875   -1 43 36.1
 OV0435
 OV0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0435!SPC WYWC     -   0.99971697  x   1.00005972  =   0.99977667
 OV0435!UTM  13      -   0.99971697  x   1.00011875  =   0.99983569
 OV0435
 OV0435:                Primary Azimuth Mark                     Grid Az
 OV0435:SPC WYWC     -  ROUND HILL                               294 41 22.1
 OV0435:UTM  13      -  ROUND HILL                               297 15 14.3
 OV0435
 OV0435|---------------------------------------------------------------------|
 OV0435| PID    Reference Object                     Distance      Geod. Az  |
 OV0435|                                                           dddmmss.s |
 OV0435| OV0438 ROUND HILL                          APPROX. 6.6 KM 2953138.2 |
 OV0435|---------------------------------------------------------------------|
 OV0435
 OV0435                          SUPERSEDED SURVEY CONTROL
 OV0435
 OV0435  NAD 83(1986)-  43 07 56.84188(N)    107 31 28.87670(W) AD(       ) 3
 OV0435  NGVD 29 (09/08/93) 1818.1    (m)         5965.     (f) VERT ANG       
 OV0435
 OV0435.Superseded values are not recommended for survey control.
 OV0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0435.See file dsdata.txt to determine how the superseded data were derived.
 OV0435
 OV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9465578619(NAD 83)
 OV0435_MARKER: DD = SURVEY DISK
 OV0435_SETTING: 80 = SET IN A BOULDER
 OV0435_SP_SET: PARTIALLY EXPOSED BOULDER
 OV0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0435+STABILITY: SURFACE MOTION
 OV0435
 OV0435  HISTORY     - Date     Condition        Report By
 OV0435  HISTORY     - 1905     MONUMENTED       USGS
 OV0435
 OV0435                          STATION DESCRIPTION
 OV0435
 OV0435'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 OV0435'ON A SMALL HILL KNOWN AS ROUND HILL, ON THE S. SIDE OF POISON CREEK,
 OV0435'ABOUT 500 FT. SW. OF ROUND HILL STAGE STATION, AT THE JUNCTION OF
 OV0435'THE CASPER-LANDER ROAD AND THE CASPER-THERMOPOLIS STAGE ROAD AND
 OV0435'TELEPHONE LINE.  THE STATION IS NEAR THE FREMONT-NATRONA COUNTY LINE.
 OV0435'
 OV0435'STATION MARK--BRONZE TABLET, CEMENTED INTO A LARGE BOULDER BURIED
 OV0435'SEVERAL INCHES UNDER GROUND, OVER WHICH A MOUND OF DIRT WAS THROWN.
 OV0435'
 OV0435'REFERENCE MARK NO. 1--A SMALL HOLE IN A SMALL ROCK BURIED IN GROUND,
 OV0435'14.70 FT. FROM STATION, S 50 DEG 34 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0183 ***********************************************************************
 NS0183  DESIGNATION -  POLE
 NS0183  PID         -  NS0183
 NS0183  STATE/COUNTY-  WY/FREMONT
 NS0183  USGS QUAD   -  NINEMILE HILL (1978)
 NS0183
 NS0183                         *CURRENT SURVEY CONTROL
 NS0183  ___________________________________________________________________
 NS0183* NAD 83(1993)-  42 49 16.38090(N)    108 28 57.08539(W)     ADJUSTED  
 NS0183* NAVD 88     -      1777.8    (meters)    5833.     (feet)  VERTCON   
 NS0183  ___________________________________________________________________
 NS0183  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 NS0183  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 NS0183
 NS0183  HORZ ORDER  -  THIRD
 NS0183
 NS0183.The horizontal coordinates were established by classical geodetic methods
 NS0183.and adjusted by the National Geodetic Survey in January 1997..
 NS0183
 NS0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0183
 NS0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0183
 NS0183.The geoid height was determined by GEOID03.
 NS0183
 NS0183;                    North         East     Units Scale Factor Converg.
 NS0183;SPC WYWC     -   257,828.531   621,872.042   MT  0.99994338   +0 10 54.5
 NS0183;UTM  12      - 4,744,035.649   705,794.406   MT  1.00012106   +1 42 42.3
 NS0183
 NS0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0183!SPC WYWC     -   0.99972333  x   0.99994338  =   0.99966672
 NS0183!UTM  12      -   0.99972333  x   1.00012106  =   0.99984435
 NS0183
 NS0183:                Primary Azimuth Mark                     Grid Az
 NS0183:SPC WYWC     -  UNCLE                                    131 35 04.2
 NS0183:UTM  12      -  UNCLE                                    130 03 16.4
 NS0183
 NS0183|---------------------------------------------------------------------|
 NS0183| PID    Reference Object                     Distance      Geod. Az  |
 NS0183|                                                           dddmmss.s |
 NS0183| NS0182 UNCLE                               APPROX. 3.4 KM 1314558.7 |
 NS0183|---------------------------------------------------------------------|
 NS0183
 NS0183                          SUPERSEDED SURVEY CONTROL
 NS0183
 NS0183  NAD 83(1986)-  42 49 16.36545(N)    108 28 57.08848(W) AD(       ) 3
 NS0183  NAD 27      -  42 49 16.50936(N)    108 28 54.70245(W) AD(       ) 3
 NS0183  NGVD 29 (07/19/86) 1776.7    (m)         5829.     (f) VERT ANG       
 NS0183
 NS0183.Superseded values are not recommended for survey control.
 NS0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0183.See file dsdata.txt to determine how the superseded data were derived.
 NS0183
 NS0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0579444036(NAD 83)
 NS0183_MARKER: DD = SURVEY DISK
 NS0183_SETTING: 0 = UNSPECIFIED SETTING
 NS0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0183
 NS0183  HISTORY     - Date     Condition        Report By
 NS0183  HISTORY     - 1950     MONUMENTED       USGS
 NS0183
 NS0183                          STATION DESCRIPTION
 NS0183
 NS0183'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0183'STATION IS LOCATED ABOUT 6 MI. E. AND 6 MI. S. OF TOWN OF HUDSON,
 NS0183'WYOMING, ON ROUND TOPPED HILL WHICH IS HIGHEST POINT IN VICINITY.
 NS0183'
 NS0183'TO REACH FROM MONUMENT TO WORLD WAR II DEAD, ON WYOMING HIGHWAY 320
 NS0183'AT HUDSON, WYOMING, FOLLOW HIGHWAY N. AND AT 0.1 MI. TURN RIGHT E. ON
 NS0183'DIRT RD. PROCEED ALONG THIS RD. ACROSS CANAL. AT FORK IN RD. JUST
 NS0183'BEYOND CANAL TAKE RIGHT FORK AND PROCEED ALONG MAIN RD. FOR 7.4 MI. TO
 NS0183'FORK.  TAKE RIGHT FORK AND PROCEED 0.2 MI. THEN TURN RIGHT ON DIM RD.
 NS0183'PROCEED ALONG THIS RD. 0.6 MI. TO STATION WHICH IS LOCATED ABOUT
 NS0183'15 FT. FROM TRAIL MARKER POLE.
 NS0183'
 NS0183'STATION MARK - STANDARD TABLET SET IN CONCRETE POST PROTRUDING ABOUT
 NS0183'10 IN. ABOVE GROUND AND STAMPED---WR-POLE 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1232 ***********************************************************************
 MO1232  DESIGNATION -  POLE
 MO1232  PID         -  MO1232
 MO1232  STATE/COUNTY-  WY/ALBANY
 MO1232  USGS QUAD   -  SHERMAN MOUNTAINS WEST (1992)
 MO1232
 MO1232                         *CURRENT SURVEY CONTROL
 MO1232  ___________________________________________________________________
 MO1232* NAD 83(1993)-  41 13 58.43718(N)    105 23 43.54513(W)     ADJUSTED  
 MO1232* NAVD 88     -      2760.8    (meters)    9058.     (feet)  VERTCON   
 MO1232  ___________________________________________________________________
 MO1232  LAPLACE CORR-         -11.30  (seconds)                    DEFLEC99
 MO1232  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 MO1232
 MO1232  HORZ ORDER  -  SECOND
 MO1232
 MO1232.The horizontal coordinates were established by classical geodetic methods
 MO1232.and adjusted by the National Geodetic Survey in January 1997..
 MO1232
 MO1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1232
 MO1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1232
 MO1232.The geoid height was determined by GEOID03.
 MO1232
 MO1232;                    North         East     Units Scale Factor Converg.
 MO1232;SPC WY E     -    81,409.580   180,822.123   MT  0.99994202   -0 09 02.8
 MO1232;UTM  13      - 4,564,686.983   466,861.102   MT  0.99961352   -0 15 38.3
 MO1232
 MO1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1232!SPC WY E     -   0.99956903  x   0.99994202  =   0.99951108
 MO1232!UTM  13      -   0.99956903  x   0.99961352  =   0.99918272
 MO1232
 MO1232:                Primary Azimuth Mark                     Grid Az
 MO1232:SPC WY E     -  CROW                                     270 24 45.8
 MO1232:UTM  13      -  CROW                                     270 31 21.3
 MO1232
 MO1232|---------------------------------------------------------------------|
 MO1232| PID    Reference Object                     Distance      Geod. Az  |
 MO1232|                                                           dddmmss.s |
 MO1232| MO1234 CROW                                APPROX. 3.9 KM 2701543.0 |
 MO1232|---------------------------------------------------------------------|
 MO1232
 MO1232                          SUPERSEDED SURVEY CONTROL
 MO1232
 MO1232  NAD 83(1986)-  41 13 58.42284(N)    105 23 43.54298(W) AD(       ) 2
 MO1232  NAD 27      -  41 13 58.49100(N)    105 23 41.59900(W) AD(       ) 2
 MO1232  NGVD 29 (07/19/86) 2759.6    (m)         9054.     (f) VERT ANG       
 MO1232
 MO1232.Superseded values are not recommended for survey control.
 MO1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1232.See file dsdata.txt to determine how the superseded data were derived.
 MO1232
 MO1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6686164687(NAD 83)
 MO1232_MARKER: DD = SURVEY DISK
 MO1232_SETTING: 66 = SET IN ROCK OUTCROP
 MO1232_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MO1232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1232+STABILITY: POSITION/ELEVATION WELL
 MO1232
 MO1232  HISTORY     - Date     Condition        Report By
 MO1232  HISTORY     - 1947     MONUMENTED       USGS
 MO1232  HISTORY     - 1948     GOOD             USGS
 MO1232
 MO1232                          STATION DESCRIPTION
 MO1232
 MO1232'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1232'STATION IS LOCATED IN N. PART OF SEC. 31, T 15 N, R 71 W, ABOUT 12 MI.
 MO1232'SE. OF LARAMIE AND ON TOP OF RIDGE, KNOWN AS POLE MOUNTAIN.
 MO1232'
 MO1232'TO REACH FROM LARAMIE POST OFFICE, GO E. ON HIGHWAY 30 9.3 MI. TO A
 MO1232'GRAVEL RD., KNOWN AS HAPPY JACK ROAD, TURN LEFT OFF HIGHWAY AND GO 0.5
 MO1232'MI. TO RD. FORK, TURN RIGHT AND GO 0.05 MI. TO Y-RD. INTERSECTION,
 MO1232'TAKE RIGHT FORK AND GO S. 2.7 MI. TO A DRAIN AND CLEARING, TURN LEFT
 MO1232'OFF RD. AND GO NE. 0.2 MI. TOWARD A RIDGE AND ASPEN GROVE, LEAVE TRUCK
 MO1232'ON S. SIDE OF RIDGE AND WALK 15 MINUTES TO TOP OF RIDGE AND STATION.
 MO1232'
 MO1232'STATION MARK--STANDARD TABLET, SET IN ROCK, STAMPED ---POLE 1947---,
 MO1232'ROCK IS 3.0 FT. ABOVE GROUND, ON S. SIDE, AND SET UP OVER MARK IS
 MO1232'ALMOST IMPOSSIBLE.
 MO1232'
 MO1232'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN ROCK OUTCROP,
 MO1232'16.8 FT. NW. OF STATION.
 MO1232'
 MO1232'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN ROCK OUTCROP,
 MO1232'12.5 FT. NE. OF STATION.
 MO1232
 MO1232                          STATION RECOVERY (1948)
 MO1232
 MO1232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 MO1232'STATION LEG IS ON THE MIDDLE ONE OF THREE HIGH POINTS ON A
 MO1232'RIDGE THAT RUNS NORTH AND SOUTH.  THE RIDGE DROPS SHARPLY
 MO1232'TO THE EAST AND WEST AND SLOPES GENTLY TO THE SOUTH AND THE
 MO1232'SIDES OF THE RIDGE ARE COVERED WITH PINE TREES.  STATION IS
 MO1232'LOCATED ABOUT 11 MILES AIR LINE SOUTHWEST OF LARAMIE.
 MO1232'
 MO1232'TO REACH STATION LEG FROM THE POST OFFICE IN LARAMIE, GO
 MO1232'SOUTH ONE BLOCK TO GRAND AVENUE WHICH IS U.S. HIGHWAY 30.
 MO1232'TURN LEFT ON U.S. HIGHWAY 30 AND GO 9.9 MILES TO A SIDE ROAD
 MO1232'ON THE LEFT, NORTH.  TURN LEFT ON GRADED ROAD AND GO 0.5 MILE
 MO1232'TO A FORK AT THE TOP OF A HILL.  TAKE RIGHT FORK FOR ABOUT 100
 MO1232'FEET TO FORK.  TAKE RIGHT FORK, A TRACK ROAD, AND GO 2.6 MILES
 MO1232'TO A TRIANGLE BLAZE ON A PINE TREE ON THE LEFT SIDE OF TRACK
 MO1232'ROAD, CONTINUE ON TRACK ROAD FOR 0.25 MILE TO THE AZIMUTH
 MO1232'ON THE LEFT, NORTH.  CONTINUE ON TRACK ROAD FOR 0.55 MILE
 MO1232'TO A TRIANGLE BLAZE ON A LARGE DEAD PINE TREE ABOUT 100 FEET
 MO1232'LEFT OF THE ROAD IN A GRASSY OPENING.  TURN LEFT OFF ROAD
 MO1232'AND GO ACROSS COUNTRY FOR 0.15 MILE TO THE BASE OF RIDGE AND
 MO1232'THE END OF TRUCK TRAVEL.  PACK TO THE TOP OF THE RIDGE.
 MO1232'
 MO1232'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY TRIANGULATION
 MO1232'BRONZE DISK SET IN A BOULDER, APPROXIMATELY THE SAME ELEVATION
 MO1232'AS STATION LEG, PROJECTS 18 INCHES AND STAMPED, POLE
 MO1232'1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0666 ***********************************************************************
 NQ0666  DESIGNATION -  POLE
 NQ0666  PID         -  NQ0666
 NQ0666  STATE/COUNTY-  WY/CONVERSE
 NQ0666  USGS QUAD   -  BUFFALO PEAK (1992)
 NQ0666
 NQ0666                         *CURRENT SURVEY CONTROL
 NQ0666  ___________________________________________________________________
 NQ0666* NAD 83(1993)-  42 34 26.02689(N)    105 50 22.23243(W)     ADJUSTED  
 NQ0666* NAVD 88     -      2510.     (meters)    8235.     (feet)  VERTCON   
 NQ0666  ___________________________________________________________________
 NQ0666  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 NQ0666  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 NQ0666
 NQ0666  HORZ ORDER  -  THIRD
 NQ0666
 NQ0666.The horizontal coordinates were established by classical geodetic methods
 NQ0666.and adjusted by the National Geodetic Survey in January 1997..
 NQ0666
 NQ0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0666
 NQ0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0666
 NQ0666.The geoid height was determined by GEOID03.
 NQ0666
 NQ0666;                    North         East     Units Scale Factor Converg.
 NQ0666;SPC WY E     -   230,540.921   144,761.538   MT  0.99997503   -0 27 18.8
 NQ0666;UTM  13      - 4,713,839.978   431,101.860   MT  0.99965840   -0 34 04.7
 NQ0666
 NQ0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0666!SPC WY E     -   0.99960835  x   0.99997503  =   0.99958339
 NQ0666!UTM  13      -   0.99960835  x   0.99965840  =   0.99926688
 NQ0666
 NQ0666                          SUPERSEDED SURVEY CONTROL
 NQ0666
 NQ0666  NAD 83(1986)-  42 34 26.01060(N)    105 50 22.21920(W) AD(       ) 3
 NQ0666  NAD 27      -  42 34 26.13073(N)    105 50 20.20720(W) AD(       ) 3
 NQ0666  NGVD 29 (07/19/86) 2509.     (m)         8232.     (f) VERT ANG       
 NQ0666
 NQ0666.Superseded values are not recommended for survey control.
 NQ0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0666.See file dsdata.txt to determine how the superseded data were derived.
 NQ0666
 NQ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3110213840(NAD 83)
 NQ0666_MARKER: DD = SURVEY DISK
 NQ0666_SETTING: 80 = SET IN A BOULDER
 NQ0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0666+STABILITY: SURFACE MOTION
 NQ0666
 NQ0666  HISTORY     - Date     Condition        Report By
 NQ0666  HISTORY     - 1947     MONUMENTED       USGS
 NQ0666
 NQ0666                          STATION DESCRIPTION
 NQ0666
 NQ0666'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0666'STATION LOCATED ABOUT 25 MI. S. OF GLENROCK, WYOMING, ABOUT 4 MI. SSE.
 NQ0666'OF BOX ELDER POST OFFICE ON HIGHEST POINT OF A SHORT RANGE OF
 NQ0666'MOUNTAINS RUNNING IN A GENERAL NE-SW. DIRECTION, ABOUT MIDPOINT ON
 NQ0666'RANGE.
 NQ0666'
 NQ0666'TO REACH STATION PROCEED SE. FROM GLENROCK ON U.S. HIGHWAYS 20 AND 87
 NQ0666'4.0 MI. TO STATE SECONDARY RD. ON THE RIGHT (S.).  PROCEED S. ON THIS
 NQ0666'RD. 21.0 MI. TO A Y-JUNCTION (BOX ELDER POST OFFICE AND DEER CREEK).
 NQ0666'TAKE LEFT FORK AND GO 0.1 MI. TO RIGHT ANGLE TURN OF MAIN TRAVELED RD.
 NQ0666'TO THE LEFT (E.).  PROCEED E. IN TWO FENCE LANE 0.3 MI.  TURN RIGHT
 NQ0666'OVER CATTLEGUARD 100 YDS. N. OF FIREBOX AND GO 0.15 MI. TO BOX ELDER.
 NQ0666'FOLLOW TRAIL E. OF BARNS 0.1 MI. TO A GATE.  PASS THRU GATE GO 0.1 MI.
 NQ0666'TO AN OLD BRIDGE.  CONTINUE IN A S. DIRECTION UP HILL ON WINDING TRAIL
 NQ0666'1.1 MI. TO Y-FORK.  TAKE FORK AND GO 0.1 MI. TO ANOTHER Y-FORK.  TAKE
 NQ0666'RIGHT FORK AND GO 0.9 MI. ON DIM TRAIL TO GATE.  PASS THRU GATE AND
 NQ0666'TAKE LEFT FORK OF Y GOING SE. 0.3 MI. TO STREAM BOTTOM.  CONTINUE ON
 NQ0666'TRAIL 0.3 MI. TO OLD HOMESTEAD SITE THEN 0.4 MI. TO FINAL GATE.  PASS
 NQ0666'THRU GATE AND PROCEED THRU CLEARING 0.1 MI. TO END OF TRUCK TRAVEL.
 NQ0666'PROCEED UP VALLEY GOING S. OF E. STAYING ON N. SIDE OF VALLEY TO
 NQ0666'POINT AT THE HEAD OF VALLEY WHICH IS THE HIGHEST POINT IN VICINITY.
 NQ0666'FINAL APPROACH OF LARGE BOULDER FIELD IS BEST FROM THE E. SIDE.
 NQ0666'APPROXIMATELY ONE HOUR HIKE WITH PACK.
 NQ0666'
 NQ0666'STATION MARK--STANDARD TABLET STAMPED ---POLE 1947--- SET IN LARGE
 NQ0666'BOULDER APPROXIMATELY 10 FT. FROM W. END OF POINT IN SLIGHT
 NQ0666'DEPRESSION.
 NQ0666'
 NQ0666'REFERENCE MARK NO. 1--A 6-IN. CHISELED ARROW ON LARGE BOULDER LOCATED
 NQ0666'9.50 FT. N. OF STATION.
 NQ0666'
 NQ0666'REFERENCE MARK NO. 2--A 6-IN. CHISELED ARROW ON LARGE BOULDER, THE
 NQ0666'HIGHEST POINT LOCATED 17.15 FT. E. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0452 ***********************************************************************
 MQ0452  DESIGNATION -  POLE IN 7 FT CAIRN
 MQ0452  PID         -  MQ0452
 MQ0452  STATE/COUNTY-  WY/SWEETWATER
 MQ0452  USGS QUAD   -  STEAMBOAT MOUNTAIN (1986)
 MQ0452
 MQ0452                         *CURRENT SURVEY CONTROL
 MQ0452  ___________________________________________________________________
 MQ0452* NAD 83(1993)-  41 58 00.74116(N)    108 57 59.88327(W)     ADJUSTED  
 MQ0452* NAVD 88     -      2653.     (meters)    8704.     (feet)  SCALED    
 MQ0452  ___________________________________________________________________
 MQ0452  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MQ0452  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 MQ0452
 MQ0452  HORZ ORDER  -  THIRD
 MQ0452
 MQ0452.The horizontal coordinates were established by classical geodetic methods
 MQ0452.and adjusted by the National Geodetic Survey in January 1997..
 MQ0452
 MQ0452.The orthometric height was scaled from a topographic map.
 MQ0452
 MQ0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0452
 MQ0452.The geoid height was determined by GEOID03.
 MQ0452
 MQ0452;                    North         East     Units Scale Factor Converg.
 MQ0452;SPC WYWC     -   162,921.082   582,043.500   MT  0.99994147   -0 08 41.5
 MQ0452;UTM  12      - 4,648,097.831   668,489.634   MT  0.99994933   +1 21 36.1
 MQ0452
 MQ0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0452!SPC WYWC     -   0.99958619  x   0.99994147  =   0.99952768
 MQ0452!UTM  12      -   0.99958619  x   0.99994933  =   0.99953554
 MQ0452
 MQ0452                          SUPERSEDED SURVEY CONTROL
 MQ0452
 MQ0452  NAD 83(1986)-  41 58 00.72705(N)    108 57 59.87825(W) AD(       ) 4
 MQ0452  NAD 27      -  41 58 00.87000(N)    108 57 57.45000(W) AD(       ) 3
 MQ0452
 MQ0452.Superseded values are not recommended for survey control.
 MQ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0452.See file dsdata.txt to determine how the superseded data were derived.
 MQ0452
 MQ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM6849048098(NAD 83)
 MQ0452_MARKER: 61 = POLE
 MQ0452
 MQ0452  HISTORY     - Date     Condition        Report By
 MQ0452  HISTORY     - 1931     FIRST OBSERVED   USGS
 MQ0452
 MQ0452                          STATION DESCRIPTION
 MQ0452
 MQ0452'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0829 ***********************************************************************
 MR0829  DESIGNATION -  POMEROY
 MR0829  PID         -  MR0829
 MR0829  STATE/COUNTY-  WY/LINCOLN
 MR0829  USGS QUAD   -  SUBLET (1985)
 MR0829
 MR0829                         *CURRENT SURVEY CONTROL
 MR0829  ___________________________________________________________________
 MR0829* NAD 83(1993)-  41 59 34.09012(N)    110 34 57.89621(W)     ADJUSTED  
 MR0829* NAVD 88     -      2710.9    (meters)    8894.     (feet)  VERTCON   
 MR0829  ___________________________________________________________________
 MR0829  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 MR0829  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 MR0829
 MR0829  HORZ ORDER  -  THIRD
 MR0829
 MR0829.The horizontal coordinates were established by classical geodetic methods
 MR0829.and adjusted by the National Geodetic Survey in January 1997..
 MR0829
 MR0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0829
 MR0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0829
 MR0829.The geoid height was determined by GEOID03.
 MR0829
 MR0829;                    North         East     Units Scale Factor Converg.
 MR0829;SPC WY W     -   265,899.007   758,620.904   MT  0.99995856   -0 20 02.9
 MR0829;UTM  12      - 4,649,061.321   534,559.666   MT  0.99961470   +0 16 45.0
 MR0829
 MR0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0829!SPC WY W     -   0.99957711  x   0.99995856  =   0.99953568
 MR0829!UTM  12      -   0.99957711  x   0.99961470  =   0.99919197
 MR0829
 MR0829:                Primary Azimuth Mark                     Grid Az
 MR0829:SPC WY W     -  ROCKY GAP                                093 44 23.7
 MR0829:UTM  12      -  ROCKY GAP                                093 07 35.8
 MR0829
 MR0829|---------------------------------------------------------------------|
 MR0829| PID    Reference Object                     Distance      Geod. Az  |
 MR0829|                                                           dddmmss.s |
 MR0829| MR0825 ROCKY GAP                           APPROX. 5.6 KM 0932420.8 |
 MR0829|---------------------------------------------------------------------|
 MR0829
 MR0829                          SUPERSEDED SURVEY CONTROL
 MR0829
 MR0829  NAD 83(1986)-  41 59 34.08053(N)    110 34 57.89369(W) AD(       ) 3
 MR0829  NAD 27      -  41 59 34.28523(N)    110 34 55.27369(W) AD(       ) 3
 MR0829  NGVD 29 (07/19/86) 2709.4    (m)         8889.     (f) VERT ANG       
 MR0829
 MR0829.Superseded values are not recommended for survey control.
 MR0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0829.See file dsdata.txt to determine how the superseded data were derived.
 MR0829
 MR0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3456049061(NAD 83)
 MR0829
 MR0829  HISTORY     - Date     Condition        Report By
 MR0829  HISTORY     - 1942     MONUMENTED       USGS
 MR0829  HISTORY     - 1952     GOOD             USGS
 MR0829
 MR0829                          STATION DESCRIPTION
 MR0829
 MR0829'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 MR0829'LOCATED ON THE MOST OUTSTANDING ONE OF SEVERAL TOPS ALONG SOUTHERN END
 MR0829'OF SOUTH FORK MOUNTAIN, 13.5 MI. N. AND 2.0 MI. W. OF KEMMERER.
 MR0829'
 MR0829'TO REACH STATION FROM KEMMERER RESERVOIR DAM, DRIVE 2.1 MI. NW. ALONG
 MR0829'HAMSFORK RD. TO RD. FORK E. UP STEEP EMBANKMENT, TURN RIGHT E. UP
 MR0829'STEEP EMBANKMENT AND DRIVE 6.1 MI. KEEPING TO MAIN TRAVELED RD. UP
 MR0829'RIDGE TO RD. INTERSECTION IN HEAD OF DRAIN, TURN RIGHT ON RD. AROUND
 MR0829'HILL SIDE 1.2 MI. TO WIDE SADDLE IN RIDGE, CONTINUE S. ON DIM RD.
 MR0829'WHICH FOLLOWS ALONG HILLSIDE ABOVE OLD ABANDONED LOG CABIN 1.1 MI. TO
 MR0829'POINT ABOUT 300 YARDS NE. AND 200 FT. LOWER THAN THE HIGHEST POINT AND
 MR0829'STATION.
 MR0829'
 MR0829'RECOVERED.
 MR0829'
 MR0829'STATION MARK - STANDARD TABLET STAMPED ---POMEROY 1942--- CEMENTED IN
 MR0829'ROCK OUTCROP ON HIGHEST PART OF TOP.
 MR0829'
 MR0829'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED---NO.1---
 MR0829'CEMENTED IN ROCK OUTCROP ON E. BREAK OF TOP, 20.90 FT. FROM STATION,
 MR0829'S 53 DEG 37 MIN W.
 MR0829'
 MR0829'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED---NO.2---
 MR0829'CEMENTED IN ROCK OUTCROP ON SE. BREAK OF TOP, 21.70 FT. FROM STATION,
 MR0829'N 25 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0210 ***********************************************************************
 NS0210  DESIGNATION -  POND
 NS0210  PID         -  NS0210
 NS0210  STATE/COUNTY-  WY/FREMONT
 NS0210  USGS QUAD   -  CONTINENTAL PEAK (1980)
 NS0210
 NS0210                         *CURRENT SURVEY CONTROL
 NS0210  ___________________________________________________________________
 NS0210* NAD 83(1993)-  42 22 05.25580(N)    108 38 50.63160(W)     ADJUSTED  
 NS0210* NAVD 88     -      2223.05   (+/-2cm)    7293.5    (feet)  VERTCON   
 NS0210  ___________________________________________________________________
 NS0210  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 NS0210  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 NS0210
 NS0210  HORZ ORDER  -  THIRD
 NS0210  VERT ORDER  -  THIRD ? (See Below)
 NS0210
 NS0210.The horizontal coordinates were established by classical geodetic methods
 NS0210.and adjusted by the National Geodetic Survey in January 1997..
 NS0210
 NS0210.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0210.The vertical order pertains to the NGVD 29 superseded value.
 NS0210
 NS0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0210
 NS0210.The geoid height was determined by GEOID03.
 NS0210
 NS0210;                    North         East     Units Scale Factor Converg.
 NS0210;SPC WYWC     -   207,470.608   608,450.983   MT  0.99993838   +0 04 08.9
 NS0210;UTM  12      - 4,693,331.098   693,715.010   MT  1.00006173   +1 35 09.2
 NS0210
 NS0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0210!SPC WYWC     -   0.99965340  x   0.99993838  =   0.99959180
 NS0210!UTM  12      -   0.99965340  x   1.00006173  =   0.99971511
 NS0210
 NS0210:                Primary Azimuth Mark                     Grid Az
 NS0210:SPC WYWC     -  ROCK                                     026 36 42.3
 NS0210:UTM  12      -  ROCK                                     025 05 42.0
 NS0210
 NS0210|---------------------------------------------------------------------|
 NS0210| PID    Reference Object                     Distance      Geod. Az  |
 NS0210|                                                           dddmmss.s |
 NS0210| NS0209 ROCK                                APPROX. 7.5 KM 0264051.2 |
 NS0210|---------------------------------------------------------------------|
 NS0210
 NS0210                          SUPERSEDED SURVEY CONTROL
 NS0210
 NS0210  NAD 83(1986)-  42 22 05.23963(N)    108 38 50.63160(W) AD(       ) 3
 NS0210  NAD 27      -  42 22 05.40501(N)    108 38 48.22881(W) AD(       ) 3
 NS0210  NGVD 29 (07/19/86) 2221.83   (m)         7289.5    (f) LEVELING    3  
 NS0210
 NS0210.Superseded values are not recommended for survey control.
 NS0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0210.See file dsdata.txt to determine how the superseded data were derived.
 NS0210
 NS0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM9371593331(NAD 83)
 NS0210_MARKER: DD = SURVEY DISK
 NS0210_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0210_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0210
 NS0210  HISTORY     - Date     Condition        Report By
 NS0210  HISTORY     - 1951     MONUMENTED       USGS
 NS0210
 NS0210                          STATION DESCRIPTION
 NS0210
 NS0210'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0210'STATION LIES APPROXIMATELY 10 MI. -AIR- SE. OF THE SWEETWATER
 NS0210'CROSSING ON HIGHWAY 28 AND APPROXIMATELY 24 MI. -AIR- SW. OF THE
 NS0210'SWEETWATER CROSSING ON HIGHWAY 287.
 NS0210'
 NS0210'TRAVEL 15.4 MI. ALONG THE CALIFORNIA-OREGON TRAIL FROM THE IMMIGRANT
 NS0210'SPRINGS CROSSING 3.2 MI. SE. OF CALIFORNIA-OREGON TRAIL AND BURNT
 NS0210'RANCH CROSSING RDS.  ABOUT 0.1 MI. SE. OF STOCK TANK AND ABOUT 0.1 MI.
 NS0210'S. OF Y-JUNCTION OF RD., ABOUT IN THE CENTER OF A GRASSY TRIANGLE
 NS0210'FORMED BY Y-RDS.
 NS0210'
 NS0210'STATION MARK - STANDARD BRONZE TABLET WELDED INTO A 4 IN. IRON PIPE
 NS0210'EXTENDING 0.5 FT. ABOVE THE GROUND, STAMPED, ---WR-POND 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0401 ***********************************************************************
 PX0401  DESIGNATION -  POND
 PX0401  PID         -  PX0401
 PX0401  STATE/COUNTY-  WY/PARK
 PX0401  USGS QUAD   -  CODY (1987)
 PX0401
 PX0401                         *CURRENT SURVEY CONTROL
 PX0401  ___________________________________________________________________
 PX0401* NAD 83(1993)-  44 30 25.13835(N)    109 01 30.80544(W)     ADJUSTED  
 PX0401* NAVD 88     -      1550.90   (+/-2cm)    5088.2    (feet)  VERTCON   
 PX0401  ___________________________________________________________________
 PX0401  LAPLACE CORR-         -15.33  (seconds)                    DEFLEC99
 PX0401  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 PX0401
 PX0401  HORZ ORDER  -  SECOND
 PX0401  VERT ORDER  -  THIRD ? (See Below)
 PX0401
 PX0401.This mark is at Yellowstone Regional Airport (COD)
 PX0401
 PX0401.The horizontal coordinates were established by classical geodetic methods
 PX0401.and adjusted by the National Geodetic Survey in January 1997..
 PX0401
 PX0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0401.The vertical order pertains to the NGVD 29 superseded value.
 PX0401
 PX0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0401
 PX0401.The geoid height was determined by GEOID03.
 PX0401
 PX0401;                    North         East     Units Scale Factor Converg.
 PX0401;SPC WYWC     -   445,117.158   578,115.556   MT  0.99994339   -0 11 34.6
 PX0401;UTM  12      - 4,930,081.486   656,972.115   MT  0.99990302   +1 23 04.5
 PX0401
 PX0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0401!SPC WYWC     -   0.99975874  x   0.99994339  =   0.99970215
 PX0401!UTM  12      -   0.99975874  x   0.99990302  =   0.99966179
 PX0401
 PX0401|---------------------------------------------------------------------|
 PX0401| PID    Reference Object                     Distance      Geod. Az  |
 PX0401|                                                           dddmmss.s |
 PX0401| CQ6327 POND RM 1                             8.833 METERS 08625     |
 PX0401| CQ6328 POND RM 2                            14.063 METERS 17728     |
 PX0401| PX0403 ROUTE 120 C STA 20+00                17.469 METERS 26701     |
 PX0401| PX0404 CODY RADIO STATION KODI MAST        APPROX. 2.6 KM 2842743.1 |
 PX0401| CQ6325 POND AZ MK                                         3390953.6 |
 PX0401|---------------------------------------------------------------------|
 PX0401
 PX0401                          SUPERSEDED SURVEY CONTROL
 PX0401
 PX0401  NAD 83(1986)-  44 30 25.12908(N)    109 01 30.79712(W) AD(       ) 2
 PX0401  NAD 27      -  44 30 25.29400(N)    109 01 28.29300(W) AD(       ) 2
 PX0401  NGVD 29 (07/19/86) 1549.82   (m)         5084.7    (f) LEVELING    3  
 PX0401
 PX0401.Superseded values are not recommended for survey control.
 PX0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0401.See file dsdata.txt to determine how the superseded data were derived.
 PX0401
 PX0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5697230081(NAD 83)
 PX0401_MARKER: DS = TRIANGULATION STATION DISK
 PX0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0401_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PX0401
 PX0401  HISTORY     - Date     Condition        Report By
 PX0401  HISTORY     - 1950     MONUMENTED       CGS
 PX0401  HISTORY     - 1964     POOR             CGS
 PX0401  HISTORY     - 1966     POOR             USGS
 PX0401  HISTORY     - 1969     SEE DESCRIPTION  CGS
 PX0401
 PX0401                          STATION DESCRIPTION
 PX0401
 PX0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0401'STATION IS ALONG THE RIGHT OF WAY OF STATE HIGHWAY 120.  ABOUT
 PX0401'2 MILES AIR LINE SOUTHEAST OF CODY.  0.5 MILE SOUTHEAST OF THE
 PX0401'HANGARS AT THE CODY AIRPORT.  108 FEET EAST OF HIGHWAY 120.
 PX0401'29 FEET WEST OF A FENCE.  AND 7 FEET SOUTH OF A WITNESS POST.
 PX0401'THE MARK IS A BRONZE DISK SET IN THE TOP OF A 12-INCH CONCRETE
 PX0401'CYLINDER THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 PX0401'POND 1950.
 PX0401'
 PX0401'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN THE TOP OF A 12-INCH
 PX0401'CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND AND THE DISK
 PX0401'IS STAMPED POND NO 1 1950.
 PX0401'
 PX0401'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN THE TOP OF A
 PX0401'12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND AND THE
 PX0401'DISK IS STAMPED POND NO 2 1950.
 PX0401'
 PX0401'THE AZIMUTH MARK IS ABOUT 100 YARDS WEST OF THE JUNCTION OF
 PX0401'HWYS. 14, 20 AND 120, 65 FEET SOUTH OF HWY. 14, 20.  4 FEET
 PX0401'SOUTH OF A LARGE SIGN CODY INN, AND 3 FEET WEST OF A WITNESS
 PX0401'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PX0401'POND 1950.
 PX0401'
 PX0401'B.M. 20X00 (WSHD) IS A STATE HIGHWAY DEPT. RIGHT OF WAY BRONZE
 PX0401'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST AND THE
 PX0401'DISK IS STAMPED WPMH 207C STA. 20-00 EL. 5074.38.  IT IS 51
 PX0401'FEET EAST OF HWY. 120.
 PX0401'
 PX0401'TO REACH FROM THE POST OFFICE IN CODY, GO EAST ON U.S. HIGHWAY
 PX0401'14 AND 20 AND STATE HIGHWAY 120 FOR 2.5 MILES TO THEIR JUNCTION
 PX0401'JUST AFTER PASSING AIRPORT.  TURN RIGHT, SOUTH, ON STATE HIGHWAY
 PX0401'120 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 PX0401
 PX0401                          STATION RECOVERY (1964)
 PX0401
 PX0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (MLG)
 PX0401'STATION WAS RECOVERED IN POOR CONDITION.  REFERENCE MARKS
 PX0401'NO. 1 AND 2 ARE DESTROYED.  A NEW REFERENCE MARK NO. 3 WAS
 PX0401'ESTABLISHED AND IS STAMPED POND R.M. 3 1964.  THE UPPER PORTION
 PX0401'OF THE STATION MONUMENT WAS LOOSE BUT THE STATION WAS OCCUPIED
 PX0401'AND AN AZIMUTH CHECK WAS OBTAINED.  THE UNDERGROUND MARK WAS NOT
 PX0401'SEARCHED FOR.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR
 PX0401'RECOVERY OF THE STATION.
 PX0401
 PX0401                          STATION RECOVERY (1966)
 PX0401
 PX0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0401'STATION MARK AND R.M. 1 AND R.M. 2 WERE FOUND DISTURBED.  TOP
 PX0401'PORTIONS OF THE CONCRETE POSTS WITH TABLETS INTACT WERE FOUND
 PX0401'LYING ON THE GROUND.
 PX0401
 PX0401                          STATION RECOVERY (1969)
 PX0401
 PX0401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 PX0401'STATION UNDERGROUND MARK AND REFERENCE MARK NO. 3 WERE RECOVERED
 PX0401'IN GOOD CONDITION.  STATION SURFACE MARK, REFERENCE MARKS
 PX0401'NO. 1 AND 2 AND THE AZIMUTH MARK WERE FOUND DESTROYED.  REFERENCE
 PX0401'MARK NO. 4 AND A NEW AZIMUTH MARK WERE SET.  BM 20X00 (WSHD)
 PX0401'SEARCHED FOR BUT NOT FOUND.
 PX0401'
 PX0401'A NEW DESCRIPTION FOLLOWS--
 PX0401'
 PX0401'STATION IS LOCATED ALONG THE EAST SIDE OF STATE HIGHWAY 120
 PX0401'ABOUT 2 MILES SOUTHEAST OF CODY AND ABOUT 0.4 MILE SOUTH OF THE
 PX0401'JUNCTION OF U.S. HIGHWAYS 14 AND 20 AND STATE HIGHWAY 120.
 PX0401'STATION, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 PX0401'POST AND STAMPED POND 1950 1969 IS 108 FEET EAST OF THE
 PX0401'CENTERLINE OF STATE HIGHWAY 120, 8 FEET EAST OF THE FENCE AND 1
 PX0401'FOOT WEST OF A METAL WITNESS POST.  THE MARK IS ABOUT 3
 PX0401'INCHES BELOW THE SURFACE OF THE GROUND.
 PX0401'
 PX0401'TO REACH FROM THE POST OFFICE IN CODY, GO EAST ON U.S. HIGHWAY
 PX0401'14, 20 AND STATE HIGHWAY 120 FOR 2.5 MILES TO THE JUNCTION.
 PX0401'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 120 FOR 0.4 MILE TO
 PX0401'STATION ON LEFT (EAST) SIDE OF HIGHWAY.  AZIMUTH MARK IS 0.15
 PX0401'MILE EAST OF JUNCTION MENTIONED ABOVE.
 PX0401'
 PX0401'REFERENCE MARK NO. 3, A STANDARD DISK, SET IN THE TOP OF A
 PX0401'ROUND CONCRETE POST AND STAMPED POND R.M. 3 1964 IS 85 FEET
 PX0401'EAST OF THE CENTERLINE OF STATE HIGHWAY 120 AND 14-1/2 FEET
 PX0401'WEST OF A FENCE.  THE MARK PROJECTS 3 INCHES.
 PX0401'
 PX0401'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A ROUND
 PX0401'CONCRETE POST AND STAMPED POND NO 4 1969 IS 110 FEET EAST OF
 PX0401'THE CENTERLINE OF STATE HIGHWAY 120 AND 0.5 FEET WEST OF FENCE.
 PX0401'THE MARK PROJECTS 4 INCHES.
 PX0401'
 PX0401'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 PX0401'POST AND STAMPED POND 1950 1969 IS 145 FEET SOUTH OF THE CENTERLINE
 PX0401'OF U.S. HIGHWAYS 20 AND 14, 133 FEET EAST OF THE CENTERLINE OF
 PX0401'DRIVEWAY, 1 FOOT WEST OF A WITNESS POST AND 1 FOOT NORTH OF
 PX0401'FENCE.  THE MARK PROJECTS 4 INCHES.
 PX0401'
 PX0401'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MI SE
 PX0401'OF CODY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0514 ***********************************************************************
 PX0514  DESIGNATION -  POND
 PX0514  PID         -  PX0514
 PX0514  STATE/COUNTY-  WY/WASHAKIE
 PX0514  USGS QUAD   -  SCHUSTER FLATS NW (1976)
 PX0514
 PX0514                         *CURRENT SURVEY CONTROL
 PX0514  ___________________________________________________________________
 PX0514* NAD 83(1993)-  44 07 55.82082(N)    108 07 40.47188(W)     ADJUSTED  
 PX0514* NAVD 88     -      1390.6    (meters)    4562.     (feet)  VERTCON   
 PX0514  ___________________________________________________________________
 PX0514  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 PX0514  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 PX0514
 PX0514  HORZ ORDER  -  THIRD
 PX0514
 PX0514.The horizontal coordinates were established by classical geodetic methods
 PX0514.and adjusted by the National Geodetic Survey in January 1997..
 PX0514
 PX0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0514
 PX0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0514
 PX0514.The geoid height was determined by GEOID03.
 PX0514
 PX0514;                    North         East     Units Scale Factor Converg.
 PX0514;SPC WYEC     -   503,741.560   336,415.679   MT  0.99998721   -0 33 11.9
 PX0514;UTM  12      - 4,890,564.639   729,758.605   MT  1.00024929   +2 00 02.7
 PX0514
 PX0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0514!SPC WYEC     -   0.99978410  x   0.99998721  =   0.99977132
 PX0514!UTM  12      -   0.99978410  x   1.00024929  =   1.00003334
 PX0514
 PX0514:                Primary Azimuth Mark                     Grid Az
 PX0514:SPC WYEC     -  TEN                                      089 26 31.1
 PX0514:UTM  12      -  TEN                                      086 53 16.5
 PX0514
 PX0514|---------------------------------------------------------------------|
 PX0514| PID    Reference Object                     Distance      Geod. Az  |
 PX0514|                                                           dddmmss.s |
 PX0514| PX0517 TEN                                 APPROX. 7.4 KM 0885319.2 |
 PX0514|---------------------------------------------------------------------|
 PX0514
 PX0514                          SUPERSEDED SURVEY CONTROL
 PX0514
 PX0514  NAD 83(1986)-  44 07 55.81237(N)    108 07 40.46845(W) AD(       ) 3
 PX0514  NGVD 29 (11/06/89) 1389.7    (m)         4559.     (f) VERT ANG       
 PX0514
 PX0514.Superseded values are not recommended for survey control.
 PX0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0514.See file dsdata.txt to determine how the superseded data were derived.
 PX0514
 PX0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2975990565(NAD 83)
 PX0514_MARKER: DS = TRIANGULATION STATION DISK
 PX0514_SETTING: 0 = UNSPECIFIED SETTING
 PX0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0514
 PX0514  HISTORY     - Date     Condition        Report By
 PX0514  HISTORY     - 1948     MONUMENTED       USGS
 PX0514
 PX0514                          STATION DESCRIPTION
 PX0514
 PX0514'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0514'STATION LOCATED ABOUT 12.0 MI. NW. OF WORLAND, BETWEEN TEN AND
 PX0514'FIFTEENMILE CREEKS, ABOUT 1.0 MI. E. OF A SMALL RESERVOIR, ON TOP OF
 PX0514'A SUGAR LOAF MESA.
 PX0514'
 PX0514'TO REACH FROM WORLAND POST OFFICE, GO S. ON U.S. HIGHWAY 20 1.0 MI. TO
 PX0514'SIDE RD., TURN RIGHT AND GO N. ON MACADAM ROAD 0.4 MI. TO SIDE RD. AT
 PX0514'FAIRGROUNDS, TURN LEFT AND GO W. 7.6 MI. TO RD. FORK, TAKE RIGHT FORK
 PX0514'AND GO 1.5 MI. TO DIM SIDE RD. ABOUT 0.2 MI. NW. OF RESERVOIR, TURN
 PX0514'RIGHT AND GO N. 0.3 MI. TO RD. FORK, TAKE LEFT FORK AND GO 1.3 MI. TO
 PX0514'FORK, TAKE LEFT FORK AND GO 2.3 MI. AND TAKE RIGHT FORK, CONTINUE 1.0
 PX0514'MI. AND TAKE MIDDLE FORK, GO 0.4 MI. AND TAKE LEFT FORK, GO 0.4 MI.
 PX0514'AND TURN LEFT OFF RD., GO S. 0.3 MI. TO TOP OF MESA AND STATION.
 PX0514'
 PX0514'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 PX0514'---POND 1948 4559---.
 PX0514'
 PX0514'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---POND NO. 1
 PX0514'1948---, SET IN CONCRETE MONUMENT, 53.00 FT. FROM STATION MARK IN TRUE
 PX0514'AZIMUTH 07 DEGREES 40 MINUTES 31 SECONDS.
 PX0514'
 PX0514'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---POND NO. 2
 PX0514'1948---, SET IN CONCRETE MONUMENT, 42.10 FT. FROM STATION MARK IN TRUE
 PX0514'AZIMUTH 260 DEGREES 06 MINUTES 19 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0531 ***********************************************************************
 NQ0531  DESIGNATION -  PONDEROSA
 NQ0531  PID         -  NQ0531
 NQ0531  STATE/COUNTY-  WY/CONVERSE
 NQ0531  USGS QUAD   -  THE PARK (1970)
 NQ0531
 NQ0531                         *CURRENT SURVEY CONTROL
 NQ0531  ___________________________________________________________________
 NQ0531* NAD 83(1993)-  42 45 58.91253(N)    105 00 15.24893(W)     ADJUSTED  
 NQ0531* NAVD 88     -      1633.     (meters)    5358.     (feet)  VERTCON   
 NQ0531  ___________________________________________________________________
 NQ0531  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 NQ0531  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NQ0531
 NQ0531  HORZ ORDER  -  THIRD
 NQ0531
 NQ0531.The horizontal coordinates were established by classical geodetic methods
 NQ0531.and adjusted by the National Geodetic Survey in January 1997..
 NQ0531
 NQ0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0531
 NQ0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0531
 NQ0531.The geoid height was determined by GEOID03.
 NQ0531
 NQ0531;                    North         East     Units Scale Factor Converg.
 NQ0531;SPC WY E     -   251,713.531   213,294.011   MT  0.99993967   +0 06 37.1
 NQ0531;UTM  13      - 4,734,870.521   499,653.441   MT  0.99960000   -0 00 10.4
 NQ0531
 NQ0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0531!SPC WY E     -   0.99974625  x   0.99993967  =   0.99968594
 NQ0531!UTM  13      -   0.99974625  x   0.99960000  =   0.99934635
 NQ0531
 NQ0531:                Primary Azimuth Mark                     Grid Az
 NQ0531:SPC WY E     -  SHAWNEE                                  328 56 12.6
 NQ0531:UTM  13      -  SHAWNEE                                  329 03 00.1
 NQ0531
 NQ0531|---------------------------------------------------------------------|
 NQ0531| PID    Reference Object                     Distance      Geod. Az  |
 NQ0531|                                                           dddmmss.s |
 NQ0531| NQ0530 SHAWNEE                             APPROX. 8.6 KM 3290249.7 |
 NQ0531|---------------------------------------------------------------------|
 NQ0531
 NQ0531                          SUPERSEDED SURVEY CONTROL
 NQ0531
 NQ0531  NAD 83(1986)-  42 45 58.89039(N)    105 00 15.23700(W) AD(       ) 3
 NQ0531  NAD 27      -  42 45 59.00699(N)    105 00 13.33966(W) AD(       ) 3
 NQ0531  NGVD 29 (07/19/86) 1632.     (m)         5354.     (f) VERT ANG       
 NQ0531
 NQ0531.Superseded values are not recommended for survey control.
 NQ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0531.See file dsdata.txt to determine how the superseded data were derived.
 NQ0531
 NQ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9965334871(NAD 83)
 NQ0531_MARKER: DD = SURVEY DISK
 NQ0531_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0531_SP_SET: SET IN ROCK OUTCROP
 NQ0531_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0531+STABILITY: POSITION/ELEVATION WELL
 NQ0531
 NQ0531  HISTORY     - Date     Condition        Report By
 NQ0531  HISTORY     - 1947     MONUMENTED       USGS
 NQ0531
 NQ0531                          STATION DESCRIPTION
 NQ0531
 NQ0531'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0531'LOCATED ABOUT 1.6 MI. N. OF THE TOWN OF SHAWNEE, ABOUT 0.5 MI. E. OF
 NQ0531'GRADED RD. RUNNING N. FROM SHAWNEE, ON RIDGE COVERED WITH CHALK
 NQ0531'COLORED ROCKS.
 NQ0531'
 NQ0531'TO REACH STATION PROCEED N. FROM SHAWNEE FOR 2.2 MI., TURN RIGHT (E.)
 NQ0531'THRU GATE NEAR ABANDONED FARMHOUSE, GO S-SE. FOR 0.7 MI. TO E-W.
 NQ0531'FENCE ON N. SIDE OF RIDGE.  END OF TRUCK TRAVEL.  PROCEED S. TO TOP
 NQ0531'OF RIDGE AND STATION.
 NQ0531'
 NQ0531'STATION MARK--STANDARD TABLET STAMPED ---PONDEROSA 1947--- SET IN
 NQ0531'ROCK ON N. EDGE OF RIDGE 60 FT. NW. OF LONE PONDEROSA PINE TREE.
 NQ0531'
 NQ0531'REFERENCE MARK NO. 1--AN IRON PIPE PROTRUDING ABOVE GROUND SURFACE
 NQ0531'APPROXIMATELY 2 FT., 33.45 FT. W. OF STATION MARK.
 NQ0531'
 NQ0531'REFERENCE MARK NO. 2--A DRILL HOLE IN ROCK CEMENTED AROUND THE TOP,
 NQ0531'36.95 FT. S. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0513 ***********************************************************************
 NQ0513  DESIGNATION -  PONY
 NQ0513  PID         -  NQ0513
 NQ0513  STATE/COUNTY-  WY/PLATTE
 NQ0513  USGS QUAD   -  CASSA (1990)
 NQ0513
 NQ0513                         *CURRENT SURVEY CONTROL
 NQ0513  ___________________________________________________________________
 NQ0513* NAD 83(1993)-  42 26 27.30901(N)    104 59 54.96198(W)     ADJUSTED  
 NQ0513* NAVD 88     -      1501.8    (meters)    4927.     (feet)  VERTCON   
 NQ0513  ___________________________________________________________________
 NQ0513  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 NQ0513  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 NQ0513
 NQ0513  HORZ ORDER  -  SECOND
 NQ0513
 NQ0513.The horizontal coordinates were established by classical geodetic methods
 NQ0513.and adjusted by the National Geodetic Survey in January 1997..
 NQ0513
 NQ0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0513
 NQ0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0513
 NQ0513.The geoid height was determined by GEOID03.
 NQ0513
 NQ0513;                    North         East     Units Scale Factor Converg.
 NQ0513;SPC WY E     -   215,564.569   213,827.005   MT  0.99993985   +0 06 48.3
 NQ0513;UTM  13      - 4,698,732.864   500,115.096   MT  0.99960000   +0 00 03.4
 NQ0513
 NQ0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0513!SPC WY E     -   0.99976672  x   0.99993985  =   0.99970658
 NQ0513!UTM  13      -   0.99976672  x   0.99960000  =   0.99936681
 NQ0513
 NQ0513:                Primary Azimuth Mark                     Grid Az
 NQ0513:SPC WY E     -  PONY AZ MK                               106 14 04.7
 NQ0513:UTM  13      -  PONY AZ MK                               106 20 49.6
 NQ0513
 NQ0513|---------------------------------------------------------------------|
 NQ0513| PID    Reference Object                     Distance      Geod. Az  |
 NQ0513|                                                           dddmmss.s |
 NQ0513| CQ4658 PONY AZ MK                                         1062053.0 |
 NQ0513| CQ4662 PONY RM 4                            18.518 METERS 21037     |
 NQ0513| CQ4659 PONY RM 1                            15.773 METERS 26029     |
 NQ0513| CQ4660 PONY RM 2                            13.491 METERS 33212     |
 NQ0513| CQ4661 PONY RM 3                            16.645 METERS 35619     |
 NQ0513|---------------------------------------------------------------------|
 NQ0513
 NQ0513                          SUPERSEDED SURVEY CONTROL
 NQ0513
 NQ0513  NAD 83(1986)-  42 26 27.28768(N)    104 59 54.95271(W) AD(       ) 2
 NQ0513  NAD 27      -  42 26 27.39700(N)    104 59 53.05600(W) AD(       ) 2
 NQ0513  NGVD 29 (07/19/86) 1501.0    (m)         4925.     (f) VERT ANG       
 NQ0513
 NQ0513.Superseded values are not recommended for survey control.
 NQ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0513.See file dsdata.txt to determine how the superseded data were derived.
 NQ0513
 NQ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0011598733(NAD 83)
 NQ0513_MARKER: DB = BENCH MARK DISK
 NQ0513_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0513_SP_SET: PARTIALLY EXPOSED BEDROCK
 NQ0513
 NQ0513  HISTORY     - Date     Condition        Report By
 NQ0513  HISTORY     - 1948     MONUMENTED       USGS
 NQ0513
 NQ0513                          STATION DESCRIPTION
 NQ0513
 NQ0513'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0513'THE STATION IS LOCATED ABOUT 5 MILES AIRLINE SOUTH OF GLENDO
 NQ0513'AND ABOUT 0.3 MILE WEST OF U.S. HIGHWAY 87 ON THE EASTERN END OF
 NQ0513'A PROMINENT BENCH, THE NORTH AND EAST END OF WHICH IS BOUNDED BY
 NQ0513'WHITE CLIFFS.  THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH
 NQ0513'MARK SET FLUSH IN BEDROCK 100 FEET SOUTH OF THE EDGE OF CLIFF AND
 NQ0513'4 FEET NORTHWEST OF A WHITE WITNESS POST.  IT IS STAMPED, PONY
 NQ0513'1947.
 NQ0513'
 NQ0513'REFERENCE MARK NO. 1 IS A 1 INCH METAL PIPE DRIVEN IN THE GROUND.
 NQ0513'IT PROJECTS 6 INCHES AND IS 1 FOOT LOWER THAN THE STATION MARK.
 NQ0513'
 NQ0513'REFERENCE MARK NO. 2 IS A 1-1/2 INCH METAL PIPE DRIVEN IN THE
 NQ0513'GROUND.  IT PROJECTS 10 INCHES AND IS THE SAME ELEVATION AS THE
 NQ0513'STATION MARK.
 NQ0513'
 NQ0513'REFERENCE MARK NO. 3 IS SET FLUSH AT THE SAME ELEVATION AS THE
 NQ0513'STATION MARK, 10 FEET SOUTH OF THE EDGE OF CLIFF.  IT IS STAMPED,
 NQ0513'PONY NO 3 1948.
 NQ0513'
 NQ0513'REFERENCE MARK NO. 4 IS SET FLUSH 3 FEET LOWER THAN THE STATION
 NQ0513'MARK.  IT IS STAMPED, PONY NO 4 1948.
 NQ0513'
 NQ0513'THE AZIMUTH MARK PROJECTS 16 INCHES, IS SET ON A ROCKY KNOLL
 NQ0513'0.3 MILE EAST OF U.S. HIGHWAY 87, 150 YARDS EAST OF A POWER
 NQ0513'LINE, 100 YARDS SOUTH OF A FENCE AND 1 FOOT NORTH OF A CAIRN.  IT
 NQ0513'IS STAMPED, PONY 1948.
 NQ0513'
 NQ0513'TO REACH THE STATION FROM GLENDO.  GO SOUTH ON U.S. HIGHWAY 87,
 NQ0513'5.3 MILES TO A CONCRETE CULVERT AND A GATE ON LEFT.  THE AZIMUTH
 NQ0513'MARK IS 0.3 MILE EAST OF HERE AS DESCRIBED ABOVE.  CONTINUE
 NQ0513'SOUTH ON HIGHWAY 1.15 MILE TO A ROAD RIGHT.  TURN RIGHT, PASS
 NQ0513'THROUGH GATE, GO 0.05 MILE TO A DIM ROAD RIGHT.  TURN RIGHT,
 NQ0513'FOLLOW ROAD ALONG TOP OF RIDGE 0.3 MILE TO A WIRE FENCE.  LOOSEN
 NQ0513'FENCE, PASS OVER AND CONTINUE 0.75 MILE TO A GATE.  PASS
 NQ0513'THROUGH GATE, BEAR SLIGHTLY TO THE RIGHT AND GO 0.75 MILE TO
 NQ0513'NORTHEASTERN END OF BENCH AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2132 ***********************************************************************
 AA2132  CBN         -  This is a Cooperative Base Network Control Station.
 AA2132  DESIGNATION -  POPHAM
 AA2132  PID         -  AA2132
 AA2132  STATE/COUNTY-  WY/WESTON
 AA2132  USGS QUAD   -  WILDLIFE DRAW WEST (1982)
 AA2132
 AA2132                         *CURRENT SURVEY CONTROL
 AA2132  ___________________________________________________________________
 AA2132* NAD 83(1993)-  43 51 15.65546(N)    104 53 33.88005(W)     ADJUSTED  
 AA2132* NAVD 88     -      1450.1    (meters)    4758.     (feet)  GPS OBS   
 AA2132  ___________________________________________________________________
 AA2132  X           -  -1,184,236.780 (meters)                     COMP
 AA2132  Y           -  -4,452,958.233 (meters)                     COMP
 AA2132  Z           -   4,397,430.330 (meters)                     COMP
 AA2132  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AA2132  ELLIP HEIGHT-        1435.25  (meters)          (09/07/01) GPS OBS
 AA2132  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 AA2132
 AA2132  HORZ ORDER  -  B
 AA2132  ELLP ORDER  -  FOURTH    CLASS I
 AA2132
 AA2132.The horizontal coordinates were established by GPS observations
 AA2132.and adjusted by the National Geodetic Survey in October 1994..
 AA2132
 AA2132.The orthometric height was determined by GPS observations and a
 AA2132.high-resolution geoid model.
 AA2132
 AA2132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2132
 AA2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2132
 AA2132.The ellipsoidal height was determined by GPS observations
 AA2132.and is referenced to NAD 83.
 AA2132
 AA2132.The geoid height was determined by GEOID03.
 AA2132
 AA2132;                    North         East     Units Scale Factor Converg.
 AA2132;SPC WY E     -   372,603.373   222,022.560   MT  0.99994346   +0 11 23.2
 AA2132;UTM  13      - 4,855,701.473   508,620.126   MT  0.99960091   +0 04 27.5
 AA2132
 AA2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2132!SPC WY E     -   0.99977499  x   0.99994346  =   0.99971847
 AA2132!UTM  13      -   0.99977499  x   0.99960091  =   0.99937599
 AA2132
 AA2132                          SUPERSEDED SURVEY CONTROL
 AA2132
 AA2132  ELLIP H (10/19/94) 1435.33   (m)                       GP(       ) 4 1
 AA2132
 AA2132.Superseded values are not recommended for survey control.
 AA2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2132.See file dsdata.txt to determine how the superseded data were derived.
 AA2132
 AA2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ0862055701(NAD 83)
 AA2132_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2132_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA2132_STAMPING: POPHAM ET 1962
 AA2132_MARK LOGO: USDA  
 AA2132_PROJECTION: PROJECTING 15 CENTIMETERS
 AA2132_MAGNETIC: I = MARKER IS A STEEL ROD
 AA2132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2132+SATELLITE: SATELLITE OBSERVATIONS - 1962
 AA2132_ROD/PIPE-DEPTH: 0    meters
 AA2132
 AA2132  HISTORY     - Date     Condition        Report By
 AA2132  HISTORY     - 1962     MONUMENTED       USDA
 AA2132  HISTORY     - 19990901 GOOD             WYDT
 AA2132
 AA2132                          STATION DESCRIPTION
 AA2132
 AA2132'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1962
 AA2132'NOTE--SINCE THE REFERENCE MARKS FOR THIS STATION WILL NOT BE IN THE
 AA2132'NGS DATABASE, THEY ARE DESCRIBED WITH THE STATION AS REFERENCES.  NO
 AA2132'DATA AVAILABLE ON POSSIBLE AZIMUTH MARK. STATION IS LOCATED ABOUT 35
 AA2132'KM (21.75 MI) SOUTHWEST OF UPTON, 47 KM (29.20 MI) EAST-NORTHEAST OF
 AA2132'RENO JUNCTION (AT WRIGHT), 19 KM (11.80 MI) NORTH-NORTHWEST OF THE
 AA2132'JUNCTION OF STATE HIGHWAYS 116 AND 450, IN THE THUNDER BASIN NATIONAL
 AA2132'GRASSLAND, ALONG THE NORTHEAST EDGE OF A NORTHWEST-SOUTHEAST HILL THAT
 AA2132'SLOPES SOUTHWEST AND DROPS PRECIPITOUSLY TO THE NORTHEAST, IN THE
 AA2132'NORTHWEST 1/4 OF SECTION 27, T 45 N, R 67 W.  OWNERSHIP--US DEPARTMENT
 AA2132'OF AGRICULTURE. TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 59 AND
 AA2132'450 (5 KM SOUTH OF RENO JUNCTION) GO EAST ON HIGHWAY 450 FOR 57.8 KM
 AA2132'(35.90 MI) TO ITS JUNCTION WITH STATE HIGHWAY 116 ON THE LEFT.  TURN
 AA2132'LEFT, NORTH, ON HIGHWAY 116 FOR 11.95 KM (7.40 MI) TO A GRAVEL
 AA2132'CROSSROAD.  TURN LEFT, WEST, THEN NORTHWEST, ON CHRISTENSEN ROAD FOR
 AA2132'5.37 KM (3.35 MI) TO A CROSSROAD (TODD ROAD).  CONTINUE AHEAD,
 AA2132'NORTHWEST, ON A DIRT ROAD FOR 3.71 KM (2.30 MI) TO A FORK.  KEEP LEFT,
 AA2132'NORTHWEST, ON ROAD FOR 1.14 KM (0.70 MI) TO THE STATION ON THE RIGHT.
 AA2132'STATION MARK IS A DISK ON A PIPE PROJECTING 15 CM ABOVE GROUND.  IT IS
 AA2132'50.8 M (166.7 FT) NORTHEAST OF A FENCE, 6 M (19.7 FT) SOUTHWEST OF THE
 AA2132'CLIFF EDGE AT A FINGER PROJECTING NORTHEAST, AND 1.3 M (4.3 FT) SOUTH
 AA2132'OF A WOOD WITNESS POST. REFERENCE MARK 1 IS A DISK ON A PIPE
 AA2132'PROJECTING 15 CM ABOVE GROUND AND STAMPED-POPHAM RM 1 1962.  IT IS
 AA2132'36.0 M (118.1 FT) NORTHEAST OF THE FENCE, AND 16.1 M (52.8 FT)
 AA2132'SOUTH-SOUTHWEST OF THE WITNESS POST. REFERENCE MARK 2 IS A DISK ON A
 AA2132'PIPE PROJECTING 12 CM ABOVE GROUND AND STAMPED-POPHAM RM 2 1962.  IT
 AA2132'IS 48.1 M (157.8 FT) NORTHEAST OF THE FENCE, 5 M (16.4 FT) SOUTHWEST
 AA2132'OF THE CLIFF EDGE, AND 14.3 M (46.9 FT) NORTHWEST OF THE WITNESS POST.
 AA2132'DESCRIBED BY G.R.HEID
 AA2132
 AA2132                          STATION RECOVERY (1999)
 AA2132
 AA2132'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JET)
 AA2132'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER,
 AA2132'307-777-3819.  THE DESCRIPTION IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0241 ***********************************************************************
 NS0241  DESIGNATION -  POPO
 NS0241  PID         -  NS0241
 NS0241  STATE/COUNTY-  WY/FREMONT
 NS0241  USGS QUAD   -  LANDER (1978)
 NS0241
 NS0241                         *CURRENT SURVEY CONTROL
 NS0241  ___________________________________________________________________
 NS0241* NAD 83(1993)-  42 45 26.98290(N)    108 38 09.06038(W)     ADJUSTED  
 NS0241* NAVD 88     -      1736.0    (meters)    5696.     (feet)  VERTCON   
 NS0241  ___________________________________________________________________
 NS0241  LAPLACE CORR-         -11.89  (seconds)                    DEFLEC99
 NS0241  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 NS0241
 NS0241  HORZ ORDER  -  THIRD
 NS0241
 NS0241.The horizontal coordinates were established by classical geodetic methods
 NS0241.and adjusted by the National Geodetic Survey in January 1997..
 NS0241
 NS0241.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0241
 NS0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0241
 NS0241.The geoid height was determined by GEOID03.
 NS0241
 NS0241;                    North         East     Units Scale Factor Converg.
 NS0241;SPC WYWC     -   250,721.838   609,343.831   MT  0.99993857   +0 04 39.0
 NS0241;UTM  12      - 4,736,596.087   693,458.432   MT  1.00006046   +1 36 19.8
 NS0241
 NS0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0241!SPC WYWC     -   0.99972973  x   0.99993857  =   0.99966832
 NS0241!UTM  12      -   0.99972973  x   1.00006046  =   0.99979017
 NS0241
 NS0241|---------------------------------------------------------------------|
 NS0241| PID    Reference Object                     Distance      Geod. Az  |
 NS0241|                                                           dddmmss.s |
 NS0241| CP6438 POPO RM 1                             3.799 METERS 09417     |
 NS0241| CP6437 POPO AZ MK                                         1411557.3 |
 NS0241| CP6439 POPO RM 2                             4.257 METERS 16603     |
 NS0241|---------------------------------------------------------------------|
 NS0241
 NS0241                          SUPERSEDED SURVEY CONTROL
 NS0241
 NS0241  NAD 83(1986)-  42 45 26.96838(N)    108 38 09.06338(W) AD(       ) 3
 NS0241  NAD 27      -  42 45 27.11800(N)    108 38 06.63600(W) AD(       ) 3
 NS0241  NGVD 29 (07/19/86) 1735.0    (m)         5692.     (f) VERT ANG       
 NS0241
 NS0241.Superseded values are not recommended for survey control.
 NS0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0241.See file dsdata.txt to determine how the superseded data were derived.
 NS0241
 NS0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9345836596(NAD 83)
 NS0241_MARKER: DS = TRIANGULATION STATION DISK
 NS0241_SETTING: 66 = SET IN ROCK OUTCROP
 NS0241
 NS0241  HISTORY     - Date     Condition        Report By
 NS0241  HISTORY     - 1936     MONUMENTED       CGS
 NS0241  HISTORY     - 1951     GOOD             USGS
 NS0241
 NS0241                          STATION DESCRIPTION
 NS0241
 NS0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0241'ABOUT 8 MILES S E OF LANDER, ON HIGHEST POINT OF HOGBACK RIDGE
 NS0241'FORMED BY VERTICAL STRATA OF ROCK WHICH EXTENDS IN LINE
 NS0241'APPROXIMATELY NORTHWEST AND SOUTHEAST FOR SEVERAL MILES, AND
 NS0241'ABOUT 1/2 MILE NORTH OF U.S. HIGHWAY 287.  TO REACH FROM LANDER,
 NS0241'GO TO STANDARD FILLING STATION AT EAST EDGE OF TOWN.  THENCE
 NS0241'ON U.S. HIGHWAY 287 SOUTHEAST 7.9 MILES TO FARM ROAD
 NS0241'INTERSECTION.  HERE, JUST BEFORE REACHING WHITE SCHOOLHOUSE, TURN
 NS0241'LEFT AND GO 0.1 MILE TO WIRE GATE.  PASS THROUGH GATE AND GO
 NS0241'0.8 MILE TO OLD ROAD TO LEFT, REACHED JUST AFTER CROSSING
 NS0241'SMALL DRAW.  TURN BACK SHARPLY TO LEFT AND GO ABOUT 150
 NS0241'YARDS AROUND FOOT OF FIRST KNOLL.  TURN RIGHT AND FOLLOW UP
 NS0241'SMALL VALLEY BETWEEN TWO RIDGES ABOUT 0.1 MILE TO WIRE FENCE
 NS0241'AND END OF TRUCK TRAVEL.  AZIMUTH MARK IS ABOUT 100 YARDS NORTH
 NS0241'OF THIS POINT.  FROM HERE CONTINUE UP VALLEY ABOUT 200
 NS0241'YARDS TO ITS END IN SMALL SADDLE, TURN LEFT AND GO
 NS0241'NORTHWEST UP SIDE OF HILL TO HIGHEST POINT OF HILL AND
 NS0241'STATION.  STATION MARK IS STANDARD DISK IN OUTCROPPING
 NS0241'BEDROCK.  REFERENCE MARK NO. 1 IS STANDARD DISK IN
 NS0241'OUTCROPPING BEDROCK, 3.799 METERS (12.46 FEET)
 NS0241'EAST OF STATION S 85 DEG 43 MIN E.  REFERENCE MARK
 NS0241'NO. 2 IS STANDARD DISK IN BOULDER, 4.257 METERS
 NS0241'(13.97 FEET) SOUTHEAST OF STATION S 13 DEG 57 MIN E.
 NS0241'AZIMUTH MARK IS STANDARD DISK IN OUTCROPPING BEDROCK,
 NS0241'ABOUT 100 YARDS NORTH OF END OF TRUCK TRAVEL (SEE ABOVE), IN
 NS0241'TOP OF VERTICAL OUTCROP ABOUT 15 FEET HIGH, THE SECOND LARGE
 NS0241'OUTCROP NORTH OF WIRE FENCE, AND APPROXIMATELY 1/4 MILE
 NS0241'SOUTHEAST OF STATION S 38 DEG 44 MIN E.  BEARING
 NS0241'FROM STATION TO NORTHEAST CORNER OF WHITE SCHOOLHOUSE, DISTANT
 NS0241'APPROXIMATELY 1 MILE, IS S 5 DEG 24 MIN W.
 NS0241
 NS0241                          STATION RECOVERY (1951)
 NS0241
 NS0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0241'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0786 ***********************************************************************
 MR0786  DESIGNATION -  PORCUPINE ET
 MR0786  PID         -  MR0786
 MR0786  STATE/COUNTY-  WY/UINTA
 MR0786  USGS QUAD   -  BUCK FEVER RIDGE (1978)
 MR0786
 MR0786                         *CURRENT SURVEY CONTROL
 MR0786  ___________________________________________________________________
 MR0786* NAD 83(1993)-  41 02 28.70115(N)    110 26 42.08872(W)     ADJUSTED  
 MR0786* NAVD 88     -      2879.2    (meters)    9446.     (feet)  VERTCON   
 MR0786  ___________________________________________________________________
 MR0786  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 MR0786  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 MR0786
 MR0786  HORZ ORDER  -  THIRD
 MR0786
 MR0786.The horizontal coordinates were established by classical geodetic methods
 MR0786.and adjusted by the National Geodetic Survey in January 1997..
 MR0786
 MR0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0786
 MR0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0786
 MR0786.The geoid height was determined by GEOID03.
 MR0786
 MR0786;                    North         East     Units Scale Factor Converg.
 MR0786;SPC WY W     -   160,171.003   769,589.913   MT  0.99994888   -0 14 15.0
 MR0786;UTM  12      - 4,543,490.755   546,645.229   MT  0.99962678   +0 21 51.9
 MR0786
 MR0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0786!SPC WY W     -   0.99955062  x   0.99994888  =   0.99949953
 MR0786!UTM  12      -   0.99955062  x   0.99962678  =   0.99917757
 MR0786
 MR0786:                Primary Azimuth Mark                     Grid Az
 MR0786:SPC WY W     -  ASHLEY ET TP                             080 54 25.6
 MR0786:UTM  12      -  ASHLEY ET TP                             080 18 18.7
 MR0786
 MR0786|---------------------------------------------------------------------|
 MR0786| PID    Reference Object                     Distance      Geod. Az  |
 MR0786|                                                           dddmmss.s |
 MR0786| MR0784 ASHLEY ET TP                        APPROX.10.2 KM 0804010.6 |
 MR0786|---------------------------------------------------------------------|
 MR0786
 MR0786                          SUPERSEDED SURVEY CONTROL
 MR0786
 MR0786  NAD 83(1986)-  41 02 28.68951(N)    110 26 42.07760(W) AD(       ) 3
 MR0786  NAD 27      -  41 02 28.87492(N)    110 26 39.51227(W) AD(       ) 3
 MR0786  NGVD 29 (07/19/86) 2877.6    (m)         9441.     (f) VERT ANG       
 MR0786
 MR0786.Superseded values are not recommended for survey control.
 MR0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0786.See file dsdata.txt to determine how the superseded data were derived.
 MR0786
 MR0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4664543491(NAD 83)
 MR0786_MARKER: DD = SURVEY DISK
 MR0786_SETTING: 0 = UNSPECIFIED SETTING
 MR0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0786
 MR0786  HISTORY     - Date     Condition        Report By
 MR0786  HISTORY     - 1964     MONUMENTED       USGS
 MR0786
 MR0786                          STATION DESCRIPTION
 MR0786
 MR0786'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MR0786'LOCATED IN UINTA COUNTY, ABOUT 31.6 MI. SE. OF EVANSTON, WYOMING,
 MR0786'AND 21.4 MI. (AIRLINE) SSW. OF LYMAN, WYOMING, ON THE NW. EDGE OF
 MR0786'PORCUPINE RIDGE.  STATION IS ABOUT 8 FT. E. OF CENTERLINE RD., 30
 MR0786'FT. E. OF A LONE TREE, AND 145 FT. S. OF S. END OF FRINGE OF TREES
 MR0786'ALONG EDGE OF BLUFF.
 MR0786'
 MR0786'STATION REACHED BY HELICOPTER.
 MR0786'
 MR0786'STATION MARK--STANDARD TABLET, IN CONCRETE POST PROJECTING 8 IN.,
 MR0786'STAMPED ---PORCUPINE-ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0402 ***********************************************************************
 PX0402  DESIGNATION -  PORT
 PX0402  PID         -  PX0402
 PX0402  STATE/COUNTY-  WY/PARK
 PX0402  USGS QUAD   -  CODY (1987)
 PX0402
 PX0402                         *CURRENT SURVEY CONTROL
 PX0402  ___________________________________________________________________
 PX0402* NAD 83(1993)-  44 31 10.53465(N)    109 00 46.22755(W)     ADJUSTED  
 PX0402* NAVD 88     -      1624.22   (+/-2cm)    5328.8    (feet)  VERTCON   
 PX0402  ___________________________________________________________________
 PX0402  LAPLACE CORR-         -14.63  (seconds)                    DEFLEC99
 PX0402  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 PX0402
 PX0402  HORZ ORDER  -  THIRD
 PX0402  VERT ORDER  -  THIRD ? (See Below)
 PX0402
 PX0402.This mark is at Yellowstone Regional Airport (COD)
 PX0402
 PX0402.The horizontal coordinates were established by classical geodetic methods
 PX0402.and adjusted by the National Geodetic Survey in January 1997..
 PX0402
 PX0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0402.The vertical order pertains to the NGVD 29 superseded value.
 PX0402
 PX0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0402
 PX0402.The geoid height was determined by GEOID03.
 PX0402
 PX0402;                    North         East     Units Scale Factor Converg.
 PX0402;SPC WYWC     -   446,515.091   579,104.678   MT  0.99994287   -0 11 03.5
 PX0402;UTM  12      - 4,931,506.067   657,922.336   MT  0.99990670   +1 23 36.9
 PX0402
 PX0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0402!SPC WYWC     -   0.99974727  x   0.99994287  =   0.99969016
 PX0402!UTM  12      -   0.99974727  x   0.99990670  =   0.99965399
 PX0402
 PX0402:                Primary Azimuth Mark                     Grid Az
 PX0402:SPC WYWC     -  CENTER                                   200 35 25.4
 PX0402:UTM  12      -  CENTER                                   199 00 45.0
 PX0402
 PX0402|---------------------------------------------------------------------|
 PX0402| PID    Reference Object                     Distance      Geod. Az  |
 PX0402|                                                           dddmmss.s |
 PX0402| PX0414 CENTER                              APPROX. 4.6 KM 2002421.9 |
 PX0402|---------------------------------------------------------------------|
 PX0402
 PX0402                          SUPERSEDED SURVEY CONTROL
 PX0402
 PX0402  NAD 83(1986)-  44 31 10.52455(N)    109 00 46.22184(W) AD(       ) 3
 PX0402  NAD 27      -  44 31 10.66918(N)    109 00 43.71657(W) AD(       ) 3
 PX0402  NGVD 29 (07/19/86) 1623.15   (m)         5325.3    (f) LEVELING    3  
 PX0402
 PX0402.Superseded values are not recommended for survey control.
 PX0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0402.See file dsdata.txt to determine how the superseded data were derived.
 PX0402
 PX0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5792231506(NAD 83)
 PX0402_MARKER: DD = SURVEY DISK
 PX0402_SETTING: 66 = SET IN ROCK OUTCROP
 PX0402_SP_SET: SET IN ROCK OUTCROP
 PX0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0402+STABILITY: POSITION/ELEVATION WELL
 PX0402
 PX0402  HISTORY     - Date     Condition        Report By
 PX0402  HISTORY     - 1947     MONUMENTED       USGS
 PX0402  HISTORY     - 1964     GOOD             CGS
 PX0402
 PX0402                          STATION DESCRIPTION
 PX0402
 PX0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 PX0402'STATION IS LOCATED NEAR THE N. LINE OF SEC.4 T.52 N., R 101 W., ABOUT
 PX0402'3 MI. SE. OF CODY, WYOMING, ON THE N. END OF A HOGBACK RIDGE JUST E.
 PX0402'OF THE CODY AIRPORT, CEMENTED IN A TILTED CONGLOMERATE OUTCROP.
 PX0402'
 PX0402'TO REACH STATION FROM THE POST OFFICE AT CODY, WYOMING, FOLLOW HIGHWAY
 PX0402'20 TOWARD GREYBULL, WYOMING, FOR 3.0 MI. TO A RD. FORK LEFT, JUST
 PX0402'ACROSS AN IRRIGATION DITCH.  TURN LEFT AND FOLLOW RD. FOR 0.4 MI. TO
 PX0402'RD. FORK RIGHT, TURN RIGHT AND FOLLOW RD. UP HILL FOR 0.2 MI. TO WHERE
 PX0402'RD. ENDS AT FOOT OF HOGBACK.  LEAVE CAR AND WALK NE. TO TOP OF RIDGE
 PX0402'AND STATION SITE.
 PX0402'
 PX0402'RECOVERED.
 PX0402'
 PX0402'STATION MARK - STANDARD STATION TABLET STAMPED ---PORT 1947 - 5326---
 PX0402'CEMENTED  IN A BASIL CONGLOMERATE OUTCROP.
 PX0402'
 PX0402'REFERENCE MARK NO.1 - SPIKE NAIL CEMENTED IN A DRILL HOLE 5.8 FT. FROM
 PX0402'STATION, N 67 DEG 31 MIN E.
 PX0402'
 PX0402'REFERENCE MARK NO.2 - SPIKE NAIL CEMENTED IN DRILL HOLE 17.55 FT.
 PX0402'FROM STATION, S 07 DEG 15 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1229 ***********************************************************************
 MO1229  DESIGNATION -  PORTLAND KANSAS CITY AWY BCN 9
 MO1229  PID         -  MO1229
 MO1229  STATE/COUNTY-  WY/ALBANY
 MO1229  USGS QUAD   -  DALE CREEK (1987)
 MO1229
 MO1229                         *CURRENT SURVEY CONTROL
 MO1229  ___________________________________________________________________
 MO1229* NAD 83(1993)-  41 03 05.92894(N)    105 28 34.10111(W)     ADJUSTED  
 MO1229* NAVD 88     -                                                        
 MO1229  ___________________________________________________________________
 MO1229  LAPLACE CORR-          -8.94  (seconds)                    DEFLEC99
 MO1229  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 MO1229
 MO1229  HORZ ORDER  -  THIRD
 MO1229
 MO1229.The horizontal coordinates were established by classical geodetic methods
 MO1229.and adjusted by the National Geodetic Survey in January 1997..
 MO1229
 MO1229
 MO1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1229
 MO1229.The geoid height was determined by GEOID03.
 MO1229
 MO1229;                    North         East     Units Scale Factor Converg.
 MO1229;SPC WY E     -    61,302.472   173,984.415   MT  0.99994583   -0 12 11.7
 MO1229;SPC CO N     -   495,598.564   916,407.904   MT  1.00005457   +0 00 55.5
 MO1229;SPC CO N     - 1,625,976.29  3,006,581.60   sFT  1.00005457   +0 00 55.5
 MO1229;UTM  13      - 4,544,599.575   459,987.174   MT  0.99961970   -0 18 45.7
 MO1229
 MO1229                          SUPERSEDED SURVEY CONTROL
 MO1229
 MO1229  NAD 83(1993)-  41 03 05.91933(N)    105 28 34.10191(W) AD(       ) 4
 MO1229  NAD 83(1986)-  41 03 05.91693(N)    105 28 34.09612(W) AD(       ) 4
 MO1229  NAD 27      -  41 03 05.98300(N)    105 28 32.15000(W) AD(       ) 3
 MO1229
 MO1229.Superseded values are not recommended for survey control.
 MO1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1229.See file dsdata.txt to determine how the superseded data were derived.
 MO1229
 MO1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5998744600(NAD 83)
 MO1229_MARKER: 22 = AIRWAY BEACON
 MO1229
 MO1229  HISTORY     - Date     Condition        Report By
 MO1229  HISTORY     - 1947     FIRST OBSERVED   USGS
 MO1229  HISTORY     - 1948     GOOD             CGS
 MO1229  HISTORY     - 1954     GOOD             FAS
 MO1229  HISTORY     - 19920831 GOOD             USPSQD
 MO1229
 MO1229                          STATION DESCRIPTION
 MO1229
 MO1229'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (MAH)
 MO1229'STATION MARK--TOP OF BEACON.
 MO1229'
 MO1229'REFERENCE MARKS--NONE.
 MO1229
 MO1229                          STATION RECOVERY (1948)
 MO1229
 MO1229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1229'STATION IS THE STANDARD C.A.A. ROTATING BEACON LOCATED ABOUT
 MO1229'19 MILES AIR LINE SOUTH-SOUTHEAST OF LARAMIE, ABOUT 2 MILES
 MO1229'SOUTHEAST OF TIE SIDING, AND ABOUT 1/4 MILE WEST OF U.S.
 MO1229'HIGHWAY 287.  THE BEACON IS ON A STRUCTURAL STEEL TOWER ABOUT
 MO1229'50 FEET HIGH.  THE CENTER OF THE TOP OF THE BEACON WAS THE
 MO1229'POINT OBSERVED ON.
 MO1229
 MO1229                          STATION RECOVERY (1954)
 MO1229
 MO1229'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 MO1229'STATION RECOVERED.  DESCRIPTION ADEQUATE.
 MO1229
 MO1229                          STATION RECOVERY (1992)
 MO1229
 MO1229'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0481 ***********************************************************************
 NR0481  DESIGNATION -  POSSIBLE
 NR0481  PID         -  NR0481
 NR0481  STATE/COUNTY-  WY/NATRONA
 NR0481  USGS QUAD   -  LANKIN DOME (1984)
 NR0481
 NR0481                         *CURRENT SURVEY CONTROL
 NR0481  ___________________________________________________________________
 NR0481* NAD 83(1993)-  42 31 09.58667(N)    107 31 18.46428(W)     ADJUSTED  
 NR0481* NAVD 88     -      2456.0    (meters)    8058.     (feet)  VERTCON   
 NR0481  ___________________________________________________________________
 NR0481  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 NR0481  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 NR0481
 NR0481  HORZ ORDER  -  THIRD
 NR0481
 NR0481.The horizontal coordinates were established by classical geodetic methods
 NR0481.and adjusted by the National Geodetic Survey in January 1997..
 NR0481
 NR0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0481
 NR0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0481
 NR0481.The geoid height was determined by GEOID03.
 NR0481
 NR0481;                    North         East     Units Scale Factor Converg.
 NR0481;SPC WYEC     -   324,277.591   384,514.323   MT  0.99994045   -0 07 38.5
 NR0481;UTM  13      - 4,710,521.392   292,851.741   MT  1.00012797   -1 42 17.8
 NR0481
 NR0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0481!SPC WYEC     -   0.99961690  x   0.99994045  =   0.99955737
 NR0481!UTM  13      -   0.99961690  x   1.00012797  =   0.99974482
 NR0481
 NR0481:                Primary Azimuth Mark                     Grid Az
 NR0481:SPC WYEC     -  MURPHEE                                  309 56 49.4
 NR0481:UTM  13      -  MURPHEE                                  311 31 28.7
 NR0481
 NR0481|---------------------------------------------------------------------|
 NR0481| PID    Reference Object                     Distance      Geod. Az  |
 NR0481|                                                           dddmmss.s |
 NR0481| NR0482 MURPHEE                             APPROX.10.2 KM 3094910.9 |
 NR0481|---------------------------------------------------------------------|
 NR0481
 NR0481                          SUPERSEDED SURVEY CONTROL
 NR0481
 NR0481  NAD 83(1986)-  42 31 09.57474(N)    107 31 18.46042(W) AD(       ) 3
 NR0481  NAD 27      -  42 31 09.72798(N)    107 31 16.21121(W) AD(       ) 3
 NR0481  NGVD 29 (07/19/86) 2455.0    (m)         8054.     (f) VERT ANG       
 NR0481
 NR0481.Superseded values are not recommended for survey control.
 NR0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0481.See file dsdata.txt to determine how the superseded data were derived.
 NR0481
 NR0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9285210521(NAD 83)
 NR0481_MARKER: DD = SURVEY DISK
 NR0481_SETTING: 66 = SET IN ROCK OUTCROP
 NR0481_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NR0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0481+STABILITY: POSITION/ELEVATION WELL
 NR0481
 NR0481  HISTORY     - Date     Condition        Report By
 NR0481  HISTORY     - 1948     MONUMENTED       USGS
 NR0481
 NR0481                          STATION DESCRIPTION
 NR0481
 NR0481'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0481'STATION IS LOCATED ABOUT 5.5 MI. NE. OF SPLITROCK POST OFFICE AND
 NR0481'ABOUT 1 MI. E. OF FREMONT COUNTY LINE.
 NR0481'
 NR0481'TO REACH FROM THREE FORKS (JUNCTION OF U.S. HIGHWAY 287 AND STATE
 NR0481'HIGHWAY 220) GO NW. ON U.S. HIGHWAY 287 FOR 7.5 MI. TO RD. FORK ON
 NR0481'RIGHT OR N., LEADING TO BAR-L-RANCH, TURN RIGHT AND GO THRU
 NR0481'CATTLEGUARD FOR 0.5 MI. N. TO A GATE, CONTINUE 3.3 MI. TO A GATE INTO
 NR0481'RANCH YARD, CONTINUE THRU GATE AND YARD AND CROSS SWEETWATER RIVER ON
 NR0481'BRIDGE AND FOLLOW RD. 0.4 MI. TO A GATE, AFTER GOING THRU GATE TAKE
 NR0481'DIM LEFT FORK 0.7 MI. TO A GATE, GO THRU GATE AND CONTINUE 2.4 MI.
 NR0481'ALONG DIM TRUCK TRAIL TO END OF JEEP TRAVEL, CONTINUE ON FOOT SW. TO
 NR0481'TOP OF FIRST RIDGE THEN GO W. TO TOP OF HILL AND STATION.  THE
 NR0481'STATION IS ON THE TOP OF THE HIGH ROCKY CLIFF.
 NR0481'
 NR0481'STATION MARK--A STANDARD TABLET CEMENTED IN A DRILLED HOLE IN ROCK,
 NR0481'AND STAMPED ---POSSIBLE 1948 8058---.
 NR0481'
 NR0481'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED ---POSSIBLE
 NR0481'1948 NO. 1--- AND CEMENTED IN A DRILLED HOLE IN ROCK, 27.11 FT. NW.
 NR0481'OF THE STATION MARK, S 58 DEG 52 MIN E.
 NR0481'
 NR0481'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED ---POSSIBLE
 NR0481'1948 NO. 2--- AND CEMENTED IN A DRILL HOLE IN ROCK, 19.00 FT. NE.
 NR0481'OF THE STATION MARK, S 36 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0490 ***********************************************************************
 MQ0490  DESIGNATION -  POST
 MQ0490  PID         -  MQ0490
 MQ0490  STATE/COUNTY-  WY/SWEETWATER
 MQ0490  USGS QUAD   -  MINNIES GAP (1987)
 MQ0490
 MQ0490                         *CURRENT SURVEY CONTROL
 MQ0490  ___________________________________________________________________
 MQ0490* NAD 83(1993)-  41 02 45.50286(N)    109 26 44.55463(W)     ADJUSTED  
 MQ0490* NAVD 88     -      2218.9    (meters)    7280.     (feet)  VERTCON   
 MQ0490  ___________________________________________________________________
 MQ0490  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 MQ0490  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 MQ0490
 MQ0490  HORZ ORDER  -  THIRD
 MQ0490
 MQ0490.The horizontal coordinates were established by classical geodetic methods
 MQ0490.and adjusted by the National Geodetic Survey in November 1997..
 MQ0490
 MQ0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0490
 MQ0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0490
 MQ0490.The geoid height was determined by GEOID03.
 MQ0490
 MQ0490;                    North         East     Units Scale Factor Converg.
 MQ0490;SPC WYWC     -    60,859.443   541,510.487   MT  0.99997959   -0 27 24.7
 MQ0490;UTM  12      - 4,545,024.172   630,629.569   MT  0.99981002   +1 01 14.8
 MQ0490
 MQ0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0490!SPC WYWC     -   0.99965431  x   0.99997959  =   0.99963390
 MQ0490!UTM  12      -   0.99965431  x   0.99981002  =   0.99946439
 MQ0490
 MQ0490:                Primary Azimuth Mark                     Grid Az
 MQ0490:SPC WYWC     -  LINWOOD                                  196 21 55.3
 MQ0490:UTM  12      -  LINWOOD                                  194 53 15.8
 MQ0490
 MQ0490|---------------------------------------------------------------------|
 MQ0490| PID    Reference Object                     Distance      Geod. Az  |
 MQ0490|                                                           dddmmss.s |
 MQ0490| MQ0489 LINWOOD                             APPROX. 4.9 KM 1955430.6 |
 MQ0490|---------------------------------------------------------------------|
 MQ0490
 MQ0490                          SUPERSEDED SURVEY CONTROL
 MQ0490
 MQ0490  NAD 83(1993)-  41 02 45.50282(N)    109 26 44.55463(W) AD(       ) 3
 MQ0490  NAD 83(1986)-  41 02 45.48433(N)    109 26 44.54675(W) AD(       ) 3
 MQ0490  NAD 27      -  41 02 45.62766(N)    109 26 42.05419(W) AD(       ) 3
 MQ0490  NGVD 29 (07/19/86) 2217.6    (m)         7276.     (f) VERT ANG       
 MQ0490
 MQ0490.Superseded values are not recommended for survey control.
 MQ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0490.See file dsdata.txt to determine how the superseded data were derived.
 MQ0490
 MQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3063045024(NAD 83)
 MQ0490_MARKER: DD = SURVEY DISK
 MQ0490_SETTING: 0 = UNSPECIFIED SETTING
 MQ0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0490
 MQ0490  HISTORY     - Date     Condition        Report By
 MQ0490  HISTORY     - 1955     MONUMENTED       USGS
 MQ0490
 MQ0490                          STATION DESCRIPTION
 MQ0490
 MQ0490'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MQ0490'LOCATED ABOUT 6.0 MI. (AIRLINE) N. OF THE WYOMING-UTAH STATE LINE,
 MQ0490'AND ABOUT 6.0 MI. E. OF THE GREEN RIVER, ON THE W. END OF A CEDAR
 MQ0490'COVERED MOUNTAIN KNOWN LOCALLY AS IRON MOUNTAIN.
 MQ0490'
 MQ0490'TO REACH FROM RD. AND STATE HIGHWAY INTERSECTION ABOUT 800 FT. N. OF
 MQ0490'BRIDGE OVER HENRYS FORK RIVER AT LINWOOD, UTAH, GO E. ON COUNTY RD.
 MQ0490'13.2 MI., CROSSING TEMPORARY BRIDGE OVER GREEN RIVER TO MINNIES GAP,
 MQ0490'CONTINUE 0.4 MI. THROUGH MINNIES GAP TO A RD. N., TURN LEFT (N.)
 MQ0490'ACROSS SPRING CREEK, AND GO ABOUT 4.6 MI. NW. TO TOP OF ---IRON
 MQ0490'MOUNTAIN--- AND STATION SITE.
 MQ0490'
 MQ0490'STATION MARK--STANDARD TABLET, STAMPED ---POST 1955---, CEMENTED
 MQ0490'IN A BURIED ROCK PROJECTING 0.4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0508 ***********************************************************************
 NR0508  DESIGNATION -  POSTON
 NR0508  PID         -  NR0508
 NR0508  STATE/COUNTY-  WY/FREMONT
 NR0508  USGS QUAD   -  DOUBLE BUTTE (1984)
 NR0508
 NR0508                         *CURRENT SURVEY CONTROL
 NR0508  ___________________________________________________________________
 NR0508* NAD 83(1993)-  42 56 08.93464(N)    107 59 50.51956(W)     ADJUSTED  
 NR0508* NAVD 88     -      1715.0    (meters)    5627.     (feet)  VERTCON   
 NR0508  ___________________________________________________________________
 NR0508  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 NR0508  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 NR0508
 NR0508  HORZ ORDER  -  THIRD
 NR0508
 NR0508.The horizontal coordinates were established by classical geodetic methods
 NR0508.and adjusted by the National Geodetic Survey in January 1997..
 NR0508
 NR0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0508
 NR0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0508
 NR0508.The geoid height was determined by GEOID03.
 NR0508
 NR0508;                    North         East     Units Scale Factor Converg.
 NR0508;SPC WYWC     -   270,798.643   661,430.592   MT  0.99998391   +0 30 45.7
 NR0508;UTM  13      - 4,758,046.984   255,427.247   MT  1.00033593   -2 02 33.9
 NR0508;UTM  12      - 4,758,062.327   745,002.540   MT  1.00033852   +2 02 46.8
 NR0508
 NR0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0508!SPC WYWC     -   0.99973329  x   0.99998391  =   0.99971721
 NR0508!UTM  13      -   0.99973329  x   1.00033593  =   1.00006913
 NR0508!UTM  12      -   0.99973329  x   1.00033852  =   1.00007172
 NR0508
 NR0508:                Primary Azimuth Mark                     Grid Az
 NR0508:SPC WYWC     -  CONANT AZ MK                             192 26 24.4
 NR0508:UTM  13      -  CONANT AZ MK                             194 59 44.0
 NR0508:UTM  12      -  CONANT AZ MK                             190 54 23.3
 NR0508
 NR0508|---------------------------------------------------------------------|
 NR0508| PID    Reference Object                     Distance      Geod. Az  |
 NR0508|                                                           dddmmss.s |
 NR0508| NS0146 CONANT AZ MK                        APPROX. 6.1 KM 1925710.1 |
 NR0508|---------------------------------------------------------------------|
 NR0508
 NR0508                          SUPERSEDED SURVEY CONTROL
 NR0508
 NR0508  NAD 83(1986)-  42 56 08.92136(N)    107 59 50.52437(W) AD(       ) 3
 NR0508  NAD 27      -  42 56 09.07338(N)    107 59 48.21091(W) AD(       ) 3
 NR0508  NGVD 29 (07/19/86) 1714.0    (m)         5623.     (f) VERT ANG       
 NR0508
 NR0508.Superseded values are not recommended for survey control.
 NR0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0508.See file dsdata.txt to determine how the superseded data were derived.
 NR0508
 NR0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH5542758047(NAD 83)
 NR0508_MARKER: DD = SURVEY DISK
 NR0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0508+STABILITY: SURFACE MOTION
 NR0508
 NR0508  HISTORY     - Date     Condition        Report By
 NR0508  HISTORY     - 1950     MONUMENTED       USGS
 NR0508
 NR0508                          STATION DESCRIPTION
 NR0508
 NR0508'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0508'LOCATED ABOUT 7.0 MI. S. AND 20.0 MI. E. OF RIVERTON, ON THE TOP OF
 NR0508'A SMALL HILL IN THE SW. 1/4 OF SEC. 8, T 34 N, R 93 W.
 NR0508'
 NR0508'TO REACH FROM RIVERTON POST OFFICE, DRIVE THREE (3) BLOCKS E. ON U.S.
 NR0508'HIGHWAY 320, THENCE RIGHT (S.) ALONG U.S. HIGHWAY 320 FOR 1.15 MI. TO
 NR0508'Y-FORK JUST BEYOND BRIDGE OVER WIND RIVER, TURN LEFT (SE.) ONTO
 NR0508'SANDRAW RD. FOR 1.3 MI. TO T-JUNCTION E., THENCE LEFT (E.) ONTO
 NR0508'MUSKRAT RD. 4.1 MI. TO Y-FORK, THENCE RIGHT (E.) KEEPING TO MAIN
 NR0508'TRAVELED RD. E. FOR 14.0 MI. TO T-JUNCTION S., TURN LEFT (E.) FOR 3.6
 NR0508'MI. TO N-S. CROSS-TRAIL RD., THENCE RIGHT (S.) KEEPING TO MAIN
 NR0508'TRAVELED TRAIL RD. FOR 2.2 MI. TO E-W. CROSS-TRAIL RD., THENCE
 NR0508'RIGHT W. AND S. 1.3 MI. TO POINT OPPOSITE A SMALL ROUNDED HILL,
 NR0508'THENCE RIGHT (W.) CROSS-COUNTRY 335 FT. TO TOP OF HILL AND STATION.
 NR0508'
 NR0508'STATION MARK--STANDARD TABLET STAMPED ---WR POSTON 1950 VABM 5623---,
 NR0508'SET IN TOP OF 6 IN. X 6 IN. CONCRETE POST PROJECTING 6 IN. ABOVE
 NR0508'GROUND.
 NR0508'
 NR0508'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0347 ***********************************************************************
 PW0347  DESIGNATION -  POTATO
 PW0347  PID         -  PW0347
 PW0347  STATE/COUNTY-  WY/BIG HORN
 PW0347  USGS QUAD   -  DEVILS KITCHEN (1960)
 PW0347
 PW0347                         *CURRENT SURVEY CONTROL
 PW0347  ___________________________________________________________________
 PW0347* NAD 83(1993)-  44 31 14.12888(N)    107 56 26.84131(W)     ADJUSTED  
 PW0347* NAVD 88     -      1216.370  (meters)    3990.71   (feet)  ADJUSTED  
 PW0347  ___________________________________________________________________
 PW0347  LAPLACE CORR-          14.47  (seconds)                    DEFLEC99
 PW0347  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 PW0347  DYNAMIC HT  -        1215.893 (meters)    3989.14  (feet)  COMP
 PW0347  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 PW0347
 PW0347  HORZ ORDER  -  SECOND
 PW0347  VERT ORDER  -  SECOND    CLASS 0
 PW0347
 PW0347.The horizontal coordinates were established by classical geodetic methods
 PW0347.and adjusted by the National Geodetic Survey in January 1997..
 PW0347
 PW0347.The orthometric height was determined by differential leveling
 PW0347.and adjusted by the National Geodetic Survey in June 1991..
 PW0347
 PW0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0347
 PW0347.The geoid height was determined by GEOID03.
 PW0347
 PW0347.The dynamic height is computed by dividing the NAVD 88
 PW0347.geopotential number by the normal gravity value computed on the
 PW0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0347.degrees latitude (g = 980.6199 gals.).
 PW0347
 PW0347.The modeled gravity was interpolated from observed gravity values.
 PW0347
 PW0347;                    North         East     Units Scale Factor Converg.
 PW0347;SPC WYEC     -   546,771.920   351,709.305   MT  0.99996617   -0 25 33.4
 PW0347;UTM  13      - 4,933,903.635   266,294.315   MT  1.00027173   -2 03 46.5
 PW0347;UTM  12      - 4,934,249.464   743,116.843   MT  1.00032692   +2 08 45.8
 PW0347
 PW0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0347!SPC WYEC     -   0.99981118  x   0.99996617  =   0.99977735
 PW0347!UTM  13      -   0.99981118  x   1.00027173  =   1.00008286
 PW0347!UTM  12      -   0.99981118  x   1.00032692  =   1.00013803
 PW0347
 PW0347|---------------------------------------------------------------------|
 PW0347| PID    Reference Object                     Distance      Geod. Az  |
 PW0347|                                                           dddmmss.s |
 PW0347| PW0348 POTATO RM 1                          20.270 METERS 08725     |
 PW0347| PW0344 POTATO AZ MK                                       2295553.5 |
 PW0347| PW0346 POTATO RM 2                          16.489 METERS 32259     |
 PW0347|---------------------------------------------------------------------|
 PW0347
 PW0347                          SUPERSEDED SURVEY CONTROL
 PW0347
 PW0347  NAD 83(1986)-  44 31 14.11675(N)    107 56 26.83168(W) AD(       ) 2
 PW0347  NAD 27      -  44 31 14.27040(N)    107 56 24.48180(W) AD(       ) 2
 PW0347  NGVD 29 (??/??/92) 1215.582  (m)         3988.12   (f) ADJ UNCH    2 0
 PW0347
 PW0347.Superseded values are not recommended for survey control.
 PW0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0347.See file dsdata.txt to determine how the superseded data were derived.
 PW0347
 PW0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK6629433904(NAD 83)
 PW0347_MARKER: DS = TRIANGULATION STATION DISK
 PW0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0347_STAMPING: POTATO 1957
 PW0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0347+STABILITY: SURFACE MOTION
 PW0347
 PW0347  HISTORY     - Date     Condition        Report By
 PW0347  HISTORY     - 1957     MONUMENTED       CGS
 PW0347  HISTORY     - 1966     GOOD             CGS
 PW0347  HISTORY     - 1966     GOOD             NGS
 PW0347  HISTORY     - 1977     GOOD             NGS
 PW0347  HISTORY     - 1977     GOOD             NGS
 PW0347
 PW0347                          STATION DESCRIPTION
 PW0347
 PW0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0347'STATION IS ABOUT 6-1/2 MILES EAST AND 1-1/2 MILES NORTH OF
 PW0347'GREYBULL, 6-3/4 MILES WEST AND 1 MILE SOUTH OF SHELL, 0.65
 PW0347'MILE EAST OF POTATO DRAW, 1/4 MILE WEST OF A SCHOOLHOUSE AND
 PW0347'IS ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 14.
 PW0347'
 PW0347'TO REACH FROM THE FIRST NATIONAL BANK IN CREYBULL, GO EASTERLY ON
 PW0347'U.S. HIGHWAY 14 FOR 5.45 MILES TO THE AZIMUTH MARK ON THE
 PW0347'RIGHT, CONTINUE 0.3 MILE ON HIGHWAY TO A BRIDGE OVER POTATO
 PW0347'DRAW, CONTINUE 0.6 MILE TO A SIDE ROAD LEFT AND STATION.
 PW0347'
 PW0347'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOP
 PW0347'OF 10 INCH SQUARE, CONCRETE POSTS.
 PW0347'
 PW0347'STATION MARKS ARE STAMPED POTATO 1957 AND THE SURFACE MARK
 PW0347'PROJECTS 5 INCHES.  IT IS 86 FEET NORTH-NORTHWEST OF THE
 PW0347'CENTER OF THE HIGHWAY, 58 FEET NORTH-NORTHEAST OF THE GRADED
 PW0347'ROAD, 33 FEET NORTH-NORTHEAST OF A FENCE CORNER, 27 FEET
 PW0347'SOUTHWEST OF A POWERLINE POLE, 3 FEET SOUTH OF A
 PW0347'ROAD-RIGHT-OF-WAY FENCE.  THE UNDERGROUND MARK IS SET IN AN
 PW0347'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 PW0347'SURFACE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 PW0347'SOUTH-SOUTHWEST OF THE MARK.
 PW0347'
 PW0347'REFERENCE MARK 1 IS STAMPED POTATO NO 1 1957 AND PROJECTS
 PW0347'5 INCHES.  IT IS 124 FEET NORTH-NORTHEAST OF THE GRADED ROAD, 99
 PW0347'FEET NORTH-NORTHEAST OF THE FENCE CORNER, 89 FEET NORTH-NORTHWEST
 PW0347'OF THE CENTER OF THE HIGHWAY, 40 FEET NORTH-NORTHEAST OF THE
 PW0347'POWERLINE POLE AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 PW0347'
 PW0347'REFERENCE MARK 2 IS STAMPED POTATO NO 2 1957 AND PROJECTS
 PW0347'6 INCHES.  IT IS 129 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 PW0347'HIGHWAY, 40 FEET NORTH OF THE FENCE CORNER, 25 FEET EAST OF THE
 PW0347'GRADED ROAD AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 PW0347'
 PW0347'AZIMUTH MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE IN
 PW0347'A BOULDER 18 INCHES BY 10 INCHES PROJECTING ABOUT 8 INCHES
 PW0347'AND IS STAMPED POTATO 1957.  IT IS 106 FEET SOUTH OF THE CENTER
 PW0347'OF THE HIGHWAY AND APPROXIMATELY 30 FEET HIGHER.  A 4 IN X 4 IN
 PW0347'WHITE WITNESS POST WAS SET 3 FEET NORTH OF THE MARK.
 PW0347
 PW0347                          STATION RECOVERY (1966)
 PW0347
 PW0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CS)
 PW0347'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH WERE RECOVERED
 PW0347'IN GOOD CONDITION.  ALL WAS LEVELED OVER IN 1966.
 PW0347'
 PW0347'TO REACH FROM THE POST OFFICE AT GREYBULL, GO 6.45 MILES EAST
 PW0347'ALONG U.S. HIGHWAY 14.
 PW0347'
 PW0347'THE STATION MARK IS A C AND GS TRIANGULATION STATION DISK
 PW0347'STAMPED, POTATO 1957.  AT THE CROSSING OF A POWER LINE, AT THE
 PW0347'JUNCTION OF A DRIVEWAY NORTH, 85-1/2 FEET NORTH OF THE CENTER
 PW0347'LINE OF THE HIGHWAY, 1.4 FEET NORTH OF A WITNESS POST, AND SET
 PW0347'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PW0347'GROUND.
 PW0347'
 PW0347'R.M. 1 IS A C AND GS REFERENCE MARK DISK STAMPED, POTATO NO 1
 PW0347'1957.  66.51 FEET EAST OF THE STATION, AND SET IN THE TOP OF A
 PW0347'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PW0347'
 PW0347'R.M. 2 IS A C AND GS REFERENCE MARK DISK STAMPED, POTATO NO 2
 PW0347'1957.  54.10 FEET NORTHWEST OF THE STATION, AND SET IN THE TOP
 PW0347'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PW0347'
 PW0347'THE AZIMUTH IS AN AZIMUTH MARK DISK STAMPED, POTATO 1957.
 PW0347'1.15 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE STATION, AT THE
 PW0347'SUMMIT OF A HILL, 105-1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PW0347'HIGHWAY, IN THE TOP OF AN OUTCROP.
 PW0347'
 PW0347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 PW0347'EAST OF GREYBULL.
 PW0347
 PW0347                          STATION RECOVERY (1966)
 PW0347
 PW0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PW0347'6.45 MI E FROM GREYBULL.
 PW0347'6.45 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0347'GREYBULL, AT THE CROSSING OF A POWER LINE, AT THE JUNCTION OF A
 PW0347'DRIVEWAY NORTH, 85.1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 PW0347'57 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY, 26 1/2 FEET WEST OF A
 PW0347'POWER POLE SUPPORTING METAL TELEPHONE BOX NO. 17 AND A GUY WIRE, 33
 PW0347'1/2 FEET EAST OF A T JUNCTION FENCE POST, 3.4 FEET SOUTH OF A FENCE,
 PW0347'51.10 FEET SOUTHEAST OF R.M. 2, 66.51 FEET WEST OF R.M. 1, 1.4 FEET
 PW0347'NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND
 PW0347'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PW0347'GROUND.
 PW0347
 PW0347                          STATION RECOVERY (1977)
 PW0347
 PW0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PW0347'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  LOCATION
 PW0347'OF STATION AND THE ROUTED TO STATION IS STILL ADEQUATE.
 PW0347
 PW0347                          STATION RECOVERY (1977)
 PW0347
 PW0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PW0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0344 ***********************************************************************
 PW0344  DESIGNATION -  POTATO AZ MK
 PW0344  PID         -  PW0344
 PW0344  STATE/COUNTY-  WY/BIG HORN
 PW0344  USGS QUAD   -  DEVILS KITCHEN (1960)
 PW0344
 PW0344                         *CURRENT SURVEY CONTROL
 PW0344  ___________________________________________________________________
 PW0344* NAD 83(1986)-  44 30 38.     (N)    107 57 25.     (W)     SCALED    
 PW0344* NAVD 88     -      1230.756  (meters)    4037.91   (feet)  ADJUSTED  
 PW0344  ___________________________________________________________________
 PW0344  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 PW0344  DYNAMIC HT  -        1230.274 (meters)    4036.32  (feet)  COMP
 PW0344  MODELED GRAV-     980,183.3   (mgal)                       NAVD 88
 PW0344
 PW0344  VERT ORDER  -  SECOND    CLASS 0
 PW0344
 PW0344.The horizontal coordinates were scaled from a topographic map and have
 PW0344.an estimated accuracy of +/- 6 seconds.
 PW0344
 PW0344.The orthometric height was determined by differential leveling
 PW0344.and adjusted by the National Geodetic Survey in June 1991..
 PW0344
 PW0344.The geoid height was determined by GEOID03.
 PW0344
 PW0344.The dynamic height is computed by dividing the NAVD 88
 PW0344.geopotential number by the normal gravity value computed on the
 PW0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0344.degrees latitude (g = 980.6199 gals.).
 PW0344
 PW0344.The modeled gravity was interpolated from observed gravity values.
 PW0344
 PW0344;                    North         East    Units  Estimated Accuracy
 PW0344;SPC WYEC     -   545,670.      350,420.      MT  (+/- 180 meters Scaled)
 PW0344
 PW0344                          SUPERSEDED SURVEY CONTROL
 PW0344
 PW0344  NGVD 29 (??/??/92) 1229.968  (m)         4035.32   (f) ADJ UNCH    2 0
 PW0344
 PW0344.Superseded values are not recommended for survey control.
 PW0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0344.See file dsdata.txt to determine how the superseded data were derived.
 PW0344
 PW0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK649328(NAD 83)
 PW0344_MARKER: DZ = AZIMUTH MARK DISK
 PW0344_SETTING: 66 = SET IN ROCK OUTCROP
 PW0344_SP_SET: OUTCROP
 PW0344_STAMPING: POTATO 1957
 PW0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0344+STABILITY: POSITION/ELEVATION WELL
 PW0344
 PW0344  HISTORY     - Date     Condition        Report By
 PW0344  HISTORY     - 1957     MONUMENTED       CGS
 PW0344  HISTORY     - 1966     GOOD             NGS
 PW0344  HISTORY     - 1977     GOOD             NGS
 PW0344
 PW0344                          STATION DESCRIPTION
 PW0344
 PW0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0344'5.3 MI E FROM GREYBULL.
 PW0344'5.3 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT GREYBULL,
 PW0344'AT THE SUMMIT OF A HILL, IN THE TOP OF A 2- BY 5-FOOT OUTCROP WHICH
 PW0344'PROJECTS ABOUT 1 FOOT, 105 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 PW0344'THE HIGHWAY, 166 FEET NORTHEAST OF THE NORTHEAST EDGE OF THOMPSON
 PW0344'LATERAL, 154 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD
 PW0344'SOUTHEAST, 2.2 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT 33 FEET
 PW0344'HIGHER THAN THE HIGHWAY.
 PW0344
 PW0344                          STATION RECOVERY (1977)
 PW0344
 PW0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PW0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0348 ***********************************************************************
 PW0348  DESIGNATION -  POTATO RM 1
 PW0348  PID         -  PW0348
 PW0348  STATE/COUNTY-  WY/BIG HORN
 PW0348  USGS QUAD   -  DEVILS KITCHEN (1960)
 PW0348
 PW0348                         *CURRENT SURVEY CONTROL
 PW0348  ___________________________________________________________________
 PW0348* NAD 83(1986)-  44 31 14.     (N)    107 56 26.     (W)     SCALED    
 PW0348* NAVD 88     -      1216.406  (meters)    3990.83   (feet)  ADJUSTED  
 PW0348  ___________________________________________________________________
 PW0348  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 PW0348  DYNAMIC HT  -        1215.929 (meters)    3989.26  (feet)  COMP
 PW0348  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 PW0348
 PW0348  VERT ORDER  -  SECOND    CLASS 0
 PW0348
 PW0348.The horizontal coordinates were scaled from a topographic map and have
 PW0348.an estimated accuracy of +/- 6 seconds.
 PW0348
 PW0348.The orthometric height was determined by differential leveling
 PW0348.and adjusted by the National Geodetic Survey in June 1991..
 PW0348
 PW0348.The geoid height was determined by GEOID03.
 PW0348
 PW0348.The dynamic height is computed by dividing the NAVD 88
 PW0348.geopotential number by the normal gravity value computed on the
 PW0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0348.degrees latitude (g = 980.6199 gals.).
 PW0348
 PW0348.The modeled gravity was interpolated from observed gravity values.
 PW0348
 PW0348;                    North         East    Units  Estimated Accuracy
 PW0348;SPC WYEC     -   546,770.      351,730.      MT  (+/- 180 meters Scaled)
 PW0348
 PW0348                          SUPERSEDED SURVEY CONTROL
 PW0348
 PW0348  NGVD 29 (??/??/92) 1215.617  (m)         3988.24   (f) ADJ UNCH    2 0
 PW0348
 PW0348.Superseded values are not recommended for survey control.
 PW0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0348.See file dsdata.txt to determine how the superseded data were derived.
 PW0348
 PW0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK663338(NAD 83)
 PW0348_MARKER: DR = REFERENCE MARK DISK
 PW0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0348_STAMPING: POTATO NO 1 1957
 PW0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0348+STABILITY: SURFACE MOTION
 PW0348
 PW0348  HISTORY     - Date     Condition        Report By
 PW0348  HISTORY     - 1957     MONUMENTED       CGS
 PW0348  HISTORY     - 1966     GOOD             NGS
 PW0348  HISTORY     - 1977     GOOD             NGS
 PW0348
 PW0348                          STATION DESCRIPTION
 PW0348
 PW0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0348'6.45 MI E FROM GREYBULL.
 PW0348'6.45 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0348'GREYBULL, AT THE CROSSING OF A POWER LINE, 89 FEET NORTH OF THE CENTER
 PW0348'LINE OF THE HIGHWAY, 124 FEET EAST OF THE CENTER LINE OF A DRIVEWAY
 PW0348'NORTH, 40 1/2 FEET EAST OF A POWER POLE SUPPORTING A TELEPHONE BOX AND
 PW0348'WITH A GUY WIRE, 66.51 FEET EAST OF THE STATION, 0.6 FOOT SOUTH OF A
 PW0348'FENCE, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF
 PW0348'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 PW0348
 PW0348                          STATION RECOVERY (1977)
 PW0348
 PW0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PW0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0346 ***********************************************************************
 PW0346  DESIGNATION -  POTATO RM 2
 PW0346  PID         -  PW0346
 PW0346  STATE/COUNTY-  WY/BIG HORN
 PW0346  USGS QUAD   -  DEVILS KITCHEN (1960)
 PW0346
 PW0346                         *CURRENT SURVEY CONTROL
 PW0346  ___________________________________________________________________
 PW0346* NAD 83(1986)-  44 31 14.     (N)    107 56 26.     (W)     SCALED    
 PW0346* NAVD 88     -      1215.655  (meters)    3988.36   (feet)  ADJUSTED  
 PW0346  ___________________________________________________________________
 PW0346  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 PW0346  DYNAMIC HT  -        1215.178 (meters)    3986.80  (feet)  COMP
 PW0346  MODELED GRAV-     980,184.0   (mgal)                       NAVD 88
 PW0346
 PW0346  VERT ORDER  -  SECOND    CLASS 0
 PW0346
 PW0346.The horizontal coordinates were scaled from a topographic map and have
 PW0346.an estimated accuracy of +/- 6 seconds.
 PW0346
 PW0346.The orthometric height was determined by differential leveling
 PW0346.and adjusted by the National Geodetic Survey in June 1991..
 PW0346
 PW0346.The geoid height was determined by GEOID03.
 PW0346
 PW0346.The dynamic height is computed by dividing the NAVD 88
 PW0346.geopotential number by the normal gravity value computed on the
 PW0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0346.degrees latitude (g = 980.6199 gals.).
 PW0346
 PW0346.The modeled gravity was interpolated from observed gravity values.
 PW0346
 PW0346;                    North         East    Units  Estimated Accuracy
 PW0346;SPC WYEC     -   546,770.      351,730.      MT  (+/- 180 meters Scaled)
 PW0346
 PW0346                          SUPERSEDED SURVEY CONTROL
 PW0346
 PW0346  NGVD 29 (??/??/92) 1214.866  (m)         3985.77   (f) ADJ UNCH    2 0
 PW0346
 PW0346.Superseded values are not recommended for survey control.
 PW0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0346.See file dsdata.txt to determine how the superseded data were derived.
 PW0346
 PW0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK663338(NAD 83)
 PW0346_MARKER: DR = REFERENCE MARK DISK
 PW0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0346_STAMPING: POTATO NO 2 1957
 PW0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0346+STABILITY: SURFACE MOTION
 PW0346
 PW0346  HISTORY     - Date     Condition        Report By
 PW0346  HISTORY     - 1957     MONUMENTED       CGS
 PW0346  HISTORY     - 1966     GOOD             NGS
 PW0346  HISTORY     - 1977     GOOD             NGS
 PW0346
 PW0346                          STATION DESCRIPTION
 PW0346
 PW0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0346'6.45 MI E FROM GREYBULL.
 PW0346'6.45 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0346'GREYBULL, 54.10 FEET NORTHWEST OF THE STATION, 129 FEET NORTH OF THE
 PW0346'CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF A
 PW0346'DRIVEWAY NORTH, 40 FEET NORTH OF A T JUNCTION FENCE POST, 0.4 FOOT
 PW0346'WEST OF A NORTH-SOUTH FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 PW0346'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 PW0346
 PW0346                          STATION RECOVERY (1977)
 PW0346
 PW0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PW0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0457 ***********************************************************************
 PW0457  CBN         -  This is a Cooperative Base Network Control Station.
 PW0457  DESIGNATION -  POWDER
 PW0457  PID         -  PW0457
 PW0457  STATE/COUNTY-  WY/JOHNSON
 PW0457  USGS QUAD   -  PLOESSERS DRAW (1972)
 PW0457
 PW0457                         *CURRENT SURVEY CONTROL
 PW0457  ___________________________________________________________________
 PW0457* NAD 83(1993)-  44 08 38.52560(N)    106 16 32.02564(W)     ADJUSTED  
 PW0457* NAVD 88     -      1439.9    (meters)    4724.     (feet)  GPS OBS   
 PW0457  ___________________________________________________________________
 PW0457  X           -  -1,285,082.765 (meters)                     COMP
 PW0457  Y           -  -4,401,608.427 (meters)                     COMP
 PW0457  Z           -   4,420,583.008 (meters)                     COMP
 PW0457  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 PW0457  ELLIP HEIGHT-        1425.62  (meters)          (09/07/01) GPS OBS
 PW0457  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 PW0457  OBS GRAVITY -     980,084.7   (mgal)                       GRAV_OBS
 PW0457
 PW0457  HORZ ORDER  -  B
 PW0457  ELLP ORDER  -  FOURTH    CLASS I
 PW0457
 PW0457.The horizontal coordinates were established by GPS observations
 PW0457.and adjusted by the National Geodetic Survey in October 1994..
 PW0457
 PW0457.The orthometric height was determined by GPS observations and a
 PW0457.high-resolution geoid model.
 PW0457
 PW0457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PW0457
 PW0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0457
 PW0457.The ellipsoidal height was determined by GPS observations
 PW0457.and is referenced to NAD 83.
 PW0457
 PW0457.The geoid height was determined by GEOID03.
 PW0457.The observed gravity was obtained from relative gravimeter ties
 PW0457.to the IGSN71 gravity network.
 PW0457
 PW0457;                    North         East     Units Scale Factor Converg.
 PW0457;SPC WYEC     -   505,296.667   484,629.107   MT  1.00002555   +0 44 12.3
 PW0457;UTM  13      - 4,888,661.667   397,980.359   MT  0.99972800   -0 53 18.5
 PW0457
 PW0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0457!SPC WYEC     -   0.99977651  x   1.00002555  =   0.99980205
 PW0457!UTM  13      -   0.99977651  x   0.99972800  =   0.99950457
 PW0457
 PW0457|---------------------------------------------------------------------|
 PW0457| PID    Reference Object                     Distance      Geod. Az  |
 PW0457|                                                           dddmmss.s |
 PW0457| CQ6343 POWDER RM 1                          11.236 METERS 25745     |
 PW0457| CQ6341 POWDER AZ MK                                       2853823.2 |
 PW0457| CQ6342 POWDER AZ MK 2                                     28900     |
 PW0457| CQ6344 POWDER RM 2                          17.671 METERS 35933     |
 PW0457|---------------------------------------------------------------------|
 PW0457
 PW0457                          SUPERSEDED SURVEY CONTROL
 PW0457
 PW0457  ELLIP H (10/19/94) 1425.67   (m)                       GP(       ) 4 1
 PW0457  NAD 83(1986)-  44 08 38.50535(N)    106 16 31.99608(W) AD(       ) 1
 PW0457  NAD 27      -  44 08 38.58600(N)    106 16 29.88500(W) AD(       ) 1
 PW0457  NGVD 29 (07/19/86) 1436.6    (m)         4713.     (f) VERT ANG       
 PW0457
 PW0457.Superseded values are not recommended for survey control.
 PW0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0457.See file dsdata.txt to determine how the superseded data were derived.
 PW0457
 PW0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ9798088662(NAD 83)
 PW0457_MARKER: DS = TRIANGULATION STATION DISK
 PW0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0457_STAMPING: POWDER 1934
 PW0457_MARK LOGO: CGS   
 PW0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0457+STABILITY: SURFACE MOTION
 PW0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0457+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 PW0457
 PW0457  HISTORY     - Date     Condition        Report By
 PW0457  HISTORY     - 1934     MONUMENTED       CGS
 PW0457  HISTORY     - 1971     GOOD             USGS
 PW0457  HISTORY     - 1972     GOOD             USGS
 PW0457  HISTORY     - 1974     GOOD             DMA
 PW0457  HISTORY     - 1987     GOOD             BLM
 PW0457  HISTORY     - 19930629 GOOD             NGS
 PW0457
 PW0457                          STATION DESCRIPTION
 PW0457
 PW0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PW0457'ABOUT 25 MILES SOUTHEAST OF BUFFALO, 7 MILES WEST OF POWDER
 PW0457'RIVER, 10 MILES EAST OF CRAZY WOMAN CREEK, AT EAST EDGE OF
 PW0457'T. 48 N., R. 79 W., 0.05 MILE NORTH OF GRADED DIRT ROAD, ON
 PW0457'LOW INCONSPICUOUS KNOLL ON DIVIDE BETWEEN POWDER RIVER AND
 PW0457'CRAZY WOMAN CREEK.  THERE ARE HIGHER RIDGES TO NORTH AND
 PW0457'WEST.  TO REACH FROM BUFFALO, FOLLOW U.S. HIGHWAY 87E NORTH
 PW0457'TO JUNCTION WITH U.S. HIGHWAY 16 (AT NORTH EDGE OF TOWN),
 PW0457'TURN RIGHT ONTO HIGHWAY 16 AND GO EAST 1.55 MILES TO POINT
 PW0457'WHERE HIGHWAY CURVES TO LEFT, CONTINUE STRAIGHT AHEAD 0.6
 PW0457'MILE TO POINT WHERE ROAD TURNS LEFT, CONTINUE STRAIGHT AHEAD
 PW0457'6.35 MILES ON MAIN ROAD TO ANOTHER ROAD TURNING LEFT,
 PW0457'CONTINUE STRAIGHT AHEAD (EAST AND SOUTH) 8.25 MILES ON MAIN
 PW0457'ROAD TO BRIDGE OVER CRAZY WOMAN CREEK, CROSS CREEK AND
 PW0457'CONITNUE 5.7 MILES TO FORKS AND GILLETTE SIGNBOARD, FOLLOW
 PW0457'RIGHT FORK 5.35 MILES TO SMALL VACANT WHITE HOUSE ABOUT
 PW0457'100 YARDS SOUTH OF ROAD, CONTINUE SOUTH AND EAST 1.35 MILES
 PW0457'TO TOP OF SMALL SADDLE, TURN LEFT UP SMALL KNOLL AND GO
 PW0457'NORTH 0.05 MILE TO HIGHEST POINT AND STATION SITE.
 PW0457'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 PW0457'CONCRETE.  UPPER MARK PROJECTS 4 INCHES
 PW0457'ABOVE GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PW0457'DISKS IN CONCRETE PROJECTING 4 INCHES ABOVE
 PW0457'GROUND.  NO. 1 IS 11.24 METERS (36.9 FEET) FROM STATION
 PW0457'S 77 DEG 45 MIN W.  NO. 2 IS 17.68 METERS (58.0
 PW0457'FEET) FROM STATION N 00 DEG 27 MIN W.  DISTANCE
 PW0457'BETWEEN REFERENCE MARKS IS 74.8 FEET.  AZIMUTH MARK IS
 PW0457'ACROSS CANYON ON FIRST RIDGE TO WEST, 24.5 FEET EAST OF
 PW0457'CENTER LINE OF ROAD, AND APPROXIMATELY 1/2 MILE FROM
 PW0457'STATION N 74 DEG 22 MIN W.  BEARING FROM
 PW0457'STATION TO EAST GABLE OF WHITE SCHOOLHOUSE N 78 DEG 50 MIN W.
 PW0457
 PW0457                          STATION RECOVERY (1971)
 PW0457
 PW0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRS)
 PW0457'TO REACH STATION FROM BUFFALO, WYOMING PROCEED EAST ON BUSINESS
 PW0457'ROUTE, U.S. 16 TO INTERSECTION OF I-90, PROCEED EAST 19.2
 PW0457'MILES TO SCHOONOVER TURN-OUT, TAKE ROAD (RIGHT) SOUTH, CONTINUE
 PW0457'SOUTH, SOUTH, EAST 7 MILES TO A ROAD FORK, FROM FORK PROCEED
 PW0457'NORTH 0.1 MILE TO HIGH POINT AND THE STATION.
 PW0457
 PW0457                          STATION RECOVERY (1972)
 PW0457
 PW0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (GGK)
 PW0457'TO REACH THE STATION FROM THE INT. OF U.S. HWY. 87 AND 16 IN
 PW0457'BUFFALO, WYO. PROCEEDE EAST ALONG U.S. HWY. 16 2.0 MI. TO THE
 PW0457'JCT. OF HWY. 16 AND INTERSTATE 90 PROCEEDE EAST ALONG
 PW0457'INTERSTATE 90 18.9 MI. TO THE SCHOONOVER ROAD EXIT.  TAKE
 PW0457'THE EXIT AND PROCEEDE SOUTH AND EAST ALONG THE GRADED, GRAVEL
 PW0457'RD. (SCHOONOVER ROAD) 7.0 MI. TO THE CREST OF A RIDGE, A
 PW0457'TRACK RD. SOUTHEAST AND A TRAIL NORTHWEST.  TURN LEFT,
 PW0457'NORTHWEST AND FOLLOW THE TRAIL 0.1 MI. TO THE HIGHEST POINT ON
 PW0457'THE RIDGE AND THE STATION.  NOTE--THE AZIMUTH MARK HAS BEEN
 PW0457'DESTROYED.
 PW0457
 PW0457                          STATION RECOVERY (1974)
 PW0457
 PW0457'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 PW0457'THE STATION WAS RECOVERED IN GOOD CONDITION, BUT WITH A NEW
 PW0457'DESCRIPTION AS FOLLOWS--TO REACH FROM THE POST OFFICE IN BUFFALO,
 PW0457'WYOMING, PROCEED NORTH ON MAIN STREET FOR 0.7 MILES TO JUNCTION OF
 PW0457'US 16 EAST.  TURN RIGHT, EAST ON US 16 AND CONTINUE FOR 2.0 MILES TO
 PW0457'THE JUNCTION OF US 16 AND INTERSTATE 90.  TURN RIGHT, EAST ON I-90
 PW0457'AND CONTINUE FOR 19.6 MILES TO THE JUNCTION OF I-90 AND
 PW0457'SCHOONOVER ROAD.  EXIT TO THE RIGHT, SOUTHERLY ON SCHOONOVER ROAD
 PW0457'AND CONTINUE FOR 0.2 MILES TO A T-INTERSECTION.  TURN RIGHT,
 PW0457'SOUTHEAST ON SCHOONOVER ROAD AND CONTINUE FOR 4.0 MILES TO A FORK.
 PW0457'TAKE THE LEFT FORK, SOUTH, AND CONTINUE FOR 2.9 MILES TO A SADDLE
 PW0457'BETWEEN TWO SMALL HILLS AND A SIDE ROAD TO THE RIGHT.  TURN LEFT,
 PW0457'NORTH, AND CONTINUE UP THE RIDGE FOR 0.1 MILES TO THE STATION.
 PW0457'THE AZIMUTH MARK HAS BEEN DESTROYED, BUT THE REF. MARKS ARE
 PW0457'FINE.
 PW0457'
 PW0457'PREVIOUS EDITIONS ARE OBSOLETE.
 PW0457
 PW0457                          STATION RECOVERY (1987)
 PW0457
 PW0457'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 PW0457'RECOVERED IN GOOD CONDITION.
 PW0457
 PW0457                          STATION RECOVERY (1993)
 PW0457
 PW0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 PW0457'STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK 2 WERE
 PW0457'RECOVERED IN GOOD CONDITION. STATION IS LOCATED ABOUT 40 KM (24.85 MI)
 PW0457'SOUTHEAST OF BUFFALO, 22 KM (13.65 MI) WEST OF THE JOHNSON-CAMPBELL
 PW0457'COUNTY LINE, ON THE HIGHEST POINT OF A LOW, GRASSY NORTH-SOUTH RIDGE,
 PW0457'0.15 KM (0.10 MI) NORTH OF A GRAVEL ROAD JUNCTION, IN EAST CENTRAL
 PW0457'SECTION 7, T 48 N, R 78 W. OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO
 PW0457'REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 PW0457'SCHOONOVER ROAD (EXIT 77), ABOUT 30 KM (18.65 MI) SOUTHEAST OF
 PW0457'BUFFALO, GO SOUTHERLY ON GRAVEL ROAD FOR 0.04 KM (0.00 MI) TO A
 PW0457'T-ROAD.  TURN LEFT, SOUTHEAST, ON SCHOONOVER ROAD FOR 4.65 KM (2.90
 PW0457'MI) TO A ROAD RIGHT AT JUNKED CARS ON THE RIGHT.  KEEP LEFT, MAIN
 PW0457'ROAD, FOR 4.13 KM (2.55 MI) TO A CATTLE GUARD.  CONTINUE AHEAD FOR
 PW0457'0.99 KM (0.60 MI) TO TOP OF A LOW RISE AND THE AZIMUTH MARK ON THE
 PW0457'LEFT. CONTINUE AHEAD FOR 1.19 KM (0.75 MI) TO A ROAD RIGHT AT TOP OF
 PW0457'RISE (IBERLIN 4-MILE ROAD).  TURN LEFT, NORTH, CROSS COUNTRY ALONG TOP
 PW0457'OF RIDGE FOR 0.16 KM (0.10 MI) TO HIGH GROUND AND STATION ON FLAT
 PW0457'KNOLL. STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 PW0457'PROJECTING 10 CM ABOVE GROUND. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0547 ***********************************************************************
 PV0547  DESIGNATION -  POWDER
 PV0547  PID         -  PV0547
 PV0547  STATE/COUNTY-  WY/CAMPBELL
 PV0547  USGS QUAD   -  ROCKY BUTTE (1972)
 PV0547
 PV0547                         *CURRENT SURVEY CONTROL
 PV0547  ___________________________________________________________________
 PV0547* NAD 83(1993)-  44 58 04.23878(N)    105 25 47.74130(W)     ADJUSTED  
 PV0547* NAVD 88     -      1339.6    (meters)    4395.     (feet)  VERTCON   
 PV0547  ___________________________________________________________________
 PV0547  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 PV0547  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 PV0547
 PV0547  HORZ ORDER  -  FIRST
 PV0547
 PV0547.The horizontal coordinates were established by classical geodetic methods
 PV0547.and adjusted by the National Geodetic Survey in January 1997..
 PV0547
 PV0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0547
 PV0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0547
 PV0547.The geoid height was determined by GEOID03.
 PV0547
 PV0547;                    North         East     Units Scale Factor Converg.
 PV0547;SPC WY E     -   496,324.793   179,232.357   MT  0.99994280   -0 11 09.8
 PV0547;SPC MT       -    88,131.584   920,953.495   MT  1.00001945   +2 58 38.2
 PV0547;SPC MT       -   289,145.62  3,021,500.97   iFT  1.00001945   +2 58 38.2
 PV0547;UTM  13      - 4,979,468.193   466,096.138   MT  0.99961413   -0 18 13.8
 PV0547
 PV0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0547!SPC WY E     -   0.99979233  x   0.99994280  =   0.99973514
 PV0547!SPC MT       -   0.99979233  x   1.00001945  =   0.99981177
 PV0547!UTM  13      -   0.99979233  x   0.99961413  =   0.99940654
 PV0547
 PV0547:                Primary Azimuth Mark                     Grid Az
 PV0547:SPC WY E     -  POWDER AZ MK                             052 03 59.4
 PV0547:SPC MT       -  POWDER AZ MK                             048 54 11.4
 PV0547:UTM  13      -  POWDER AZ MK                             052 11 03.4
 PV0547
 PV0547|---------------------------------------------------------------------|
 PV0547| PID    Reference Object                     Distance      Geod. Az  |
 PV0547|                                                           dddmmss.s |
 PV0547| CQ4679 POWDER AZ MK                                       0515249.6 |
 PV0547| CQ4680 POWDER RM 1                           3.812 METERS 15137     |
 PV0547| CQ4681 POWDER RM 2                           6.910 METERS 25920     |
 PV0547|---------------------------------------------------------------------|
 PV0547
 PV0547                          SUPERSEDED SURVEY CONTROL
 PV0547
 PV0547  NAD 83(1986)-  44 58 04.21927(N)    105 25 47.72502(W) AD(       ) 1
 PV0547  NAD 27      -  44 58 04.27300(N)    105 25 45.73900(W) AD(       ) 1
 PV0547  NGVD 29 (07/19/86) 1338.9    (m)         4393.     (f) VERT ANG       
 PV0547
 PV0547.Superseded values are not recommended for survey control.
 PV0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0547.See file dsdata.txt to determine how the superseded data were derived.
 PV0547
 PV0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK6609679468(NAD 83)
 PV0547_MARKER: DS = TRIANGULATION STATION DISK
 PV0547_SETTING: 0 = UNSPECIFIED SETTING
 PV0547
 PV0547  HISTORY     - Date     Condition        Report By
 PV0547  HISTORY     - 1949     MONUMENTED       CGS
 PV0547  HISTORY     - 1963     GOOD             USGS
 PV0547
 PV0547                          STATION DESCRIPTION
 PV0547
 PV0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0547'STATION IS LOCATED ON LAND BELIEVED TO BE OWNED BY THE
 PV0547'GOVERNMENT AND LEASED BY ALBERT A. HUNTER, ABOUT 10 MILES
 PV0547'SOUTHWEST OF BIDDLE POST OFFICE, ABOUT 4 MILES WEST OF THE LITTLE
 PV0547'POWDER RIVER, ABOUT 2.5 MILES SOUTH OF THE MONTANA-WYOMING
 PV0547'STATE LINE, AND ON THE HIGHEST PINE-COVERED RIDGE IN THE
 PV0547'VICINITY.
 PV0547'
 PV0547'TO REACH FROM THE BIDDLE POST OFFICE, GO SOUTH ON THE MAIN
 PV0547'GRADED ROAD FOR 3.65 MILES TO A FORK.  BEAR LEFT AND GO 5.9
 PV0547'MILES TO A SMALL BUILDING AND A WIRE GATE ON RIGHT.  TURN
 PV0547'RIGHT THROUGH GATE AND GO WEST ON TRACK ROAD FOR 0.4 MILE TO
 PV0547'A FORK.  BEAR LEFT AND GO 1.6 MILES TO THE AZIMUTH MARK ON
 PV0547'LEFT.  CONTINUE FOR 0.2 MILE TO A WIRE GATE AT SCHOOLHOUSE.
 PV0547'PASS THROUGH GATE AND CONTINUE WEST FOR 0.8 MILE TO A POINT
 PV0547'ABOUT 50 YARDS BEFORE REACHING GATE.  TURN LEFT AND GO SOUTH
 PV0547'ACROSS COUNTRY FOR 0.6 MILE TO A WIRE FENCE.  CROSS FENCE AND
 PV0547'CONTINUE SOUTH FOR 0.3 MILE TO ETT.  PACK SOUTH FOR ABOUT
 PV0547'0.5 MILE TO TOP OF RIDGE AND STATION.  (A 1 1/2-HOUR PACK.)
 PV0547'
 PV0547'STATION MARK IS A STANDARD DISK WELDED ON THE TOP OF A 2-INCH
 PV0547'IRON PIPE PROJECTING 6 INCHES.  THE DISK IS STAMPED POWDER 1949.
 PV0547'
 PV0547'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED ON THE TOP OF A
 PV0547'2-INCH IRON PIPE PROJECTING 14 INCHES.  THE DISK IS STAMPED
 PV0547'POWDER NO 1 1949.
 PV0547'
 PV0547'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN OUTCROPPING
 PV0547'BEDROCK.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 PV0547'STAMPED POWDER NO 2 1949.
 PV0547'
 PV0547'AZIMUTH MARK IS A STANDARD DISK WELDED ON THE TOP OF A 2-INCH
 PV0547'IRON PIPE PROJECTING 8 INCHES.  IT IS 15 FEET SOUTH OF A TRACK
 PV0547'ROAD, 5 FEET EAST OF A WITNESS POST, AND IS STAMPED POWDER
 PV0547'1949.
 PV0547
 PV0547                          STATION RECOVERY (1963)
 PV0547
 PV0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (AWH)
 PV0547'ALL MARKS FOUND IN GOOD CONDITION.  DUE TO ROAD WORK THERE IS A
 PV0547'CHANGE IN THE DESCRIPTION.
 PV0547'
 PV0547'TO REACH FROM U.S. POST OFFICE IN BIDDLE, MONT. GO SOUTH ON
 PV0547'MAIN OILED ROAD 8.9 MILES TO CATTLE GUARD ON RIGHT.  LEAVE
 PV0547'HIGHWAY RIGHT AND PASS THRU CATTLE GUARD AND STAY ON MAIN
 PV0547'TRAVELED TRUCK ROAD FOR 2.0 MILES.  (HERE TURN BACK HARD LEFT ON
 PV0547'VERY DEEP RUTS FOR 0.1 MILE TO AZ. MK.) CONTINUE ON TRACK
 PV0547'RD. 0.1 MILE TO FENCE AND OLD SCHOOL.  GO THRU GATE AND CONTINUE
 PV0547'WEST FOR 0.8 MILE TO POINT ABOUT 50 YDS. BEFORE REACHING
 PV0547'A GATE.  TURN LEFT AND GO SOUTH ACROSS COUNTRY FOR 0.6 MILE
 PV0547'TO A FENCE.  ETT.  PACK SOUTH ABOUT 0.7 MILES TO TOP OF RIDGE
 PV0547'AND STATION.  S.E. END OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0578 ***********************************************************************
 PW0578  DESIGNATION -  POWDER
 PW0578  PID         -  PW0578
 PW0578  STATE/COUNTY-  WY/SHERIDAN
 PW0578  USGS QUAD   -  ARVADA NE (1971)
 PW0578
 PW0578                         *CURRENT SURVEY CONTROL
 PW0578  ___________________________________________________________________
 PW0578* NAD 83(1993)-  44 42 20.55265(N)    106 04 02.29864(W)     ADJUSTED  
 PW0578* NAVD 88     -      1297.     (meters)    4255.     (feet)  SCALED    
 PW0578  ___________________________________________________________________
 PW0578  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 PW0578  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 PW0578
 PW0578  HORZ ORDER  -  THIRD
 PW0578
 PW0578.The horizontal coordinates were established by classical geodetic methods
 PW0578.and adjusted by the National Geodetic Survey in January 1997..
 PW0578
 PW0578.The orthometric height was scaled from a topographic map.
 PW0578
 PW0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0578
 PW0578.The geoid height was determined by GEOID03.
 PW0578
 PW0578;                    North         East     Units Scale Factor Converg.
 PW0578;SPC WYEC     -   567,941.997   500,325.812   MT  1.00006123   +0 53 26.5
 PW0578;SPC WY E     -   467,556.819   128,629.354   MT  1.00000012   -0 38 00.9
 PW0578;UTM  13      - 4,950,813.261   415,450.468   MT  0.99968791   -0 45 03.1
 PW0578
 PW0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0578!SPC WYEC     -   0.99979906  x   1.00006123  =   0.99986028
 PW0578!SPC WY E     -   0.99979906  x   1.00000012  =   0.99979918
 PW0578!UTM  13      -   0.99979906  x   0.99968791  =   0.99948703
 PW0578
 PW0578:                Primary Azimuth Mark                     Grid Az
 PW0578:SPC WYEC     -  WILD HORSE                               134 52 42.2
 PW0578:SPC WY E     -  WILD HORSE                               136 24 09.6
 PW0578:UTM  13      -  WILD HORSE                               136 31 11.8
 PW0578
 PW0578|---------------------------------------------------------------------|
 PW0578| PID    Reference Object                     Distance      Geod. Az  |
 PW0578|                                                           dddmmss.s |
 PW0578| PW0587 WILD HORSE                          APPROX. 7.6 KM 1354608.7 |
 PW0578|---------------------------------------------------------------------|
 PW0578
 PW0578                          SUPERSEDED SURVEY CONTROL
 PW0578
 PW0578  NAD 83(1986)-  44 42 20.53437(N)    106 04 02.26680(W) AD(       ) 3
 PW0578
 PW0578.Superseded values are not recommended for survey control.
 PW0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0578.See file dsdata.txt to determine how the superseded data were derived.
 PW0578
 PW0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK1545050813(NAD 83)
 PW0578_MARKER: DS = TRIANGULATION STATION DISK
 PW0578_SETTING: 0 = UNSPECIFIED SETTING
 PW0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0578
 PW0578  HISTORY     - Date     Condition        Report By
 PW0578  HISTORY     - 1908     MONUMENTED       USGS
 PW0578
 PW0578                          STATION DESCRIPTION
 PW0578
 PW0578'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 PW0578'STATION IS LOCATED ON SHARP PEAK ABOUT 5.0 MI. NE. OF ARVADA, ON
 PW0578'PEAK NEAREST POWDER RIVER IN RANGE OF HILLS LYING BETWEEN RIVER AND
 PW0578'NORTH FORK, WILDHORSE CREEK.
 PW0578'
 PW0578'STATION MARK--ALUMINUM TRIANGULATION TABLET CEMENTED IN STONE AND
 PW0578'PLACED IN GROUND, LEVEL WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0670 ***********************************************************************
 OX0670  DESIGNATION -  POWDER PEAK ET
 OX0670  PID         -  OX0670
 OX0670  STATE/COUNTY-  WY/TETON
 OX0670  USGS QUAD   -  MOUNT BAIRD (1966)
 OX0670
 OX0670                         *CURRENT SURVEY CONTROL
 OX0670  ___________________________________________________________________
 OX0670* NAD 83(1993)-  43 20 40.55653(N)    111 00 13.69661(W)     ADJUSTED  
 OX0670* NAVD 88     -      3007.3    (meters)    9866.     (feet)  VERTCON   
 OX0670  ___________________________________________________________________
 OX0670  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 OX0670  GEOID HEIGHT-         -10.03  (meters)                     GEOID03
 OX0670
 OX0670  HORZ ORDER  -  THIRD
 OX0670
 OX0670.The horizontal coordinates were established by classical geodetic methods
 OX0670.and adjusted by the National Geodetic Survey in July 1992..
 OX0670
 OX0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0670
 OX0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0670
 OX0670.The geoid height was determined by GEOID03.
 OX0670
 OX0670;                    North         East     Units Scale Factor Converg.
 OX0670;SPC WY W     -   416,346.486   725,369.158   MT  1.00000599   -0 37 54.6
 OX0670;UTM  12      - 4,799,083.097   499,691.631   MT  0.99960000   -0 00 09.4
 OX0670
 OX0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0670!SPC WY W     -   0.99953019  x   1.00000599  =   0.99953618
 OX0670!UTM  12      -   0.99953019  x   0.99960000  =   0.99913038
 OX0670
 OX0670:                Primary Azimuth Mark                     Grid Az
 OX0670:SPC WY W     -  9652 VA                                  209 10 09.3
 OX0670:UTM  12      -  9652 VA                                  208 32 24.1
 OX0670
 OX0670|---------------------------------------------------------------------|
 OX0670| PID    Reference Object                     Distance      Geod. Az  |
 OX0670|                                                           dddmmss.s |
 OX0670| OX0671 9652 VA                             APPROX. 6.3 KM 2083214.7 |
 OX0670|---------------------------------------------------------------------|
 OX0670
 OX0670                          SUPERSEDED SURVEY CONTROL
 OX0670
 OX0670  NAD 83(1986)-  43 20 40.54797(N)    111 00 13.68705(W) AD(       ) 3
 OX0670  NAD 27      -  43 20 40.81611(N)    111 00 10.93472(W) AD(       ) 3
 OX0670  NGVD 29 (07/19/86) 3005.9    (m)         9862.     (f) VERT ANG       
 OX0670
 OX0670.Superseded values are not recommended for survey control.
 OX0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0670.See file dsdata.txt to determine how the superseded data were derived.
 OX0670
 OX0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVN9969299083(NAD 83)
 OX0670_MARKER: DD = SURVEY DISK
 OX0670_SETTING: 80 = SET IN A BOULDER
 OX0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0670+STABILITY: SURFACE MOTION
 OX0670
 OX0670  HISTORY     - Date     Condition        Report By
 OX0670  HISTORY     - 1963     MONUMENTED       USGS
 OX0670
 OX0670                          STATION DESCRIPTION
 OX0670
 OX0670'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 OX0670'LOCATED ABOUT 15.5 MI. SW. OF JACKSON, NEAR THE N. END OF A PROMINENT
 OX0670'MOUNTAIN KNOWN AS POWDER PEAK.
 OX0670'
 OX0670'STATION REACHED BY HELICOPTER.
 OX0670'
 OX0670'STATION MARK--STANDARD USGS ALUMINUM TABLET, SET IN A BOULDER FLUSH
 OX0670'WITH THE GROUND, STAMPED ---POWDER PEAK ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0523 ***********************************************************************
 PX0523  DESIGNATION -  POWELL MUN APT AP STA A
 PX0523  PID         -  PX0523
 PX0523  STATE/COUNTY-  WY/PARK
 PX0523  USGS QUAD   -  ELK BASIN (1966)
 PX0523
 PX0523                         *CURRENT SURVEY CONTROL
 PX0523  ___________________________________________________________________
 PX0523* NAD 83(1993)-  44 52 32.98419(N)    108 47 58.62112(W)     ADJUSTED  
 PX0523* NAVD 88     -      1522.7    (meters)    4996.     (feet)  GPS OBS   
 PX0523  ___________________________________________________________________
 PX0523  X           -  -1,459,321.803 (meters)                     COMP
 PX0523  Y           -  -4,286,823.568 (meters)                     COMP
 PX0523  Z           -   4,478,645.616 (meters)                     COMP
 PX0523  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 PX0523  ELLIP HEIGHT-        1509.81  (meters)          (09/07/01) GPS OBS
 PX0523  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 PX0523
 PX0523  HORZ ORDER  -  THIRD
 PX0523  ELLP ORDER  -  FOURTH    CLASS I
 PX0523
 PX0523.This mark is at Powell Municipal Airport (POY)
 PX0523
 PX0523.The horizontal coordinates were established by GPS observations
 PX0523.and adjusted by the National Geodetic Survey in May 1992..
 PX0523
 PX0523.The orthometric height was determined by GPS observations and a
 PX0523.high-resolution geoid model.
 PX0523
 PX0523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PX0523
 PX0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0523
 PX0523.The ellipsoidal height was determined by GPS observations
 PX0523.and is referenced to NAD 83.
 PX0523
 PX0523.The geoid height was determined by GEOID03.
 PX0523
 PX0523;                    North         East     Units Scale Factor Converg.
 PX0523;SPC WYWC     -   486,067.244   596,079.663   MT  0.99993769   -0 02 06.0
 PX0523;UTM  12      - 4,971,511.989   673,798.259   MT  0.99997144   +1 33 10.5
 PX0523
 PX0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0523!SPC WYWC     -   0.99976333  x   0.99993769  =   0.99970104
 PX0523!UTM  12      -   0.99976333  x   0.99997144  =   0.99973478
 PX0523
 PX0523:                Primary Azimuth Mark                     Grid Az
 PX0523:SPC WYWC     -  POWELL MUN APT AP STA C                  144 27 38.1
 PX0523:UTM  12      -  POWELL MUN APT AP STA C                  142 52 21.6
 PX0523
 PX0523|---------------------------------------------------------------------|
 PX0523| PID    Reference Object                     Distance      Geod. Az  |
 PX0523|                                                           dddmmss.s |
 PX0523| PX0520 POWELL MUN APT AP STA C             APPROX. 1.2 KM 1442532.1 |
 PX0523|---------------------------------------------------------------------|
 PX0523
 PX0523                          SUPERSEDED SURVEY CONTROL
 PX0523
 PX0523  NAD 83(1993)-  44 52 32.97834(N)    108 47 58.60873(W) AD(       ) 3
 PX0523  ELLIP H (05/15/92) 1509.78   (m)                       GP(       ) 4 2
 PX0523  NAD 27      -  44 52 33.15621(N)    108 47 56.12991(W) AD(       ) 3
 PX0523  NGVD 29 (07/19/86) 1521.30   (m)         4991.1    (f) LEVELING    3  
 PX0523
 PX0523.Superseded values are not recommended for survey control.
 PX0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0523.See file dsdata.txt to determine how the superseded data were derived.
 PX0523
 PX0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7379871512(NAD 83)
 PX0523_MARKER: DT = TOPOGRAPHIC STATION DISK
 PX0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0523_SP_SET: CONCRETE POST
 PX0523_STAMPING: AP 1964 STA A
 PX0523_MARK LOGO: CGS   
 PX0523_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PX0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0523+STABILITY: SURFACE MOTION
 PX0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0523+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1991
 PX0523
 PX0523  HISTORY     - Date     Condition        Report By
 PX0523  HISTORY     - 1964     MONUMENTED       CGS
 PX0523  HISTORY     - 1964     GOOD             CGS
 PX0523  HISTORY     - 19910625 GOOD             NGS
 PX0523  HISTORY     - 19911025 GOOD             NGS
 PX0523
 PX0523                          STATION DESCRIPTION
 PX0523
 PX0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (MLG)
 PX0523'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP194 STA.-A.
 PX0523'THE STATION IS 125 FT SW OF THE CENTER LINE OF THE NW END
 PX0523'OF THE NW-SE RUNWAY.  THE STATION IS 187 FT W OF THE END OF THE
 PX0523'CENTERLINE PAINT STRIPE.  THE STATION IS 175 FT SW OF THE N CORNER
 PX0523'OF THE NW-SE RUNWAY.
 PX0523
 PX0523                          STATION RECOVERY (1964)
 PX0523
 PX0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 PX0523'RECOVERED IN GOOD CONDITION.
 PX0523
 PX0523                          STATION RECOVERY (1991)
 PX0523
 PX0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PX0523'THE STATION IS LOCATED AT THE NW END OF THE AIRPORT, SE FROM RUNWAY
 PX0523'END 13.  THE STATION IS 125 FT (38.1 M) SW OF CL END RWY 13, 65.0 FT
 PX0523'(19.8 M) SW OF THE SW THRESHOLD LIGHT AT RUNWAY END 13, AND 2 FT. (0.6
 PX0523'M) NE OF A FLEXIBLE FIBERGLASS WITNESS POST.  THE STATION IS A
 PX0523'STANDARD TOPOGRAPHIC DISK STAMPED---AP 1964 STA-A---, SET IN THE TOP
 PX0523'OF A 10 INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PX0523
 PX0523                          STATION RECOVERY (1991)
 PX0523
 PX0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PX0523'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) NORTH OF POWELL, AT THE
 PX0523'POWELL MUNICIPAL AIRPORT AND AT THE NORTHEAST END OF THE RUNWAY.
 PX0523'OWNERSHIP--POWELL MUNICIPAL AIRPORT, MANAGER MR BLAKEMAN, PHONE
 PX0523'307-754-5234.
 PX0523'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14A AND STATE
 PX0523'HIGHWAY 295 IN POWELL, GO NORTH ON HIGHWAY 295 (ROAD 9) FOR 13.2 KM
 PX0523'(8.2 MI) TO THE TOP OF THE HILL AND A ROAD LEFT.  TURN LEFT ON
 PX0523'AIRPORT ROAD AND GO WESTERLY FOR 1.44 KM (0.89 MI) TO THE
 PX0523'ADMINISTRATION BUILDING.  CONTINUE AROUND THE SOUTHEAST SIDE OF THE
 PX0523'BUILDING, ON A TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO NORTHWEST TO
 PX0523'THE END OF THE RUNWAY AND THE STATION.
 PX0523'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 PX0523'WITH THE GROUND AND ON LINE WITH THE END OF THE RUNWAY.  LOCATED
 PX0523'23.16 M (75.98 FT) SOUTHWEST OF THE EDGE OF THE RUNWAY, 20.0 M
 PX0523'(65.6 FT) SOUTHWEST OF THE FIRST LIGHT OF A ROW OF LIGHTS AT THE
 PX0523'RUNWAY END AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0531 ***********************************************************************
 PX0531  DESIGNATION -  POWELL MUN APT AP STA B
 PX0531  PID         -  PX0531
 PX0531  STATE/COUNTY-  WY/PARK
 PX0531  USGS QUAD   -  ELK BASIN SE (1966)
 PX0531
 PX0531                         *CURRENT SURVEY CONTROL
 PX0531  ___________________________________________________________________
 PX0531* NAD 83(1986)-  44 51 43.     (N)    108 47 09.     (W)     SCALED    
 PX0531* NAVD 88     -      1552.30   (+/-2cm)    5092.8    (feet)  VERTCON   
 PX0531  ___________________________________________________________________
 PX0531  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 PX0531
 PX0531  VERT ORDER  -  THIRD ? (See Below)
 PX0531
 PX0531.This mark is at Powell Municipal Airport (POY)
 PX0531
 PX0531.The horizontal coordinates were scaled from a topographic map and have
 PX0531.an estimated accuracy of +/- 6 seconds.
 PX0531
 PX0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0531.The vertical order pertains to the NGVD 29 superseded value.
 PX0531
 PX0531.The geoid height was determined by GEOID03.
 PX0531
 PX0531;                    North         East    Units  Estimated Accuracy
 PX0531;SPC WYWC     -   484,520.      597,170.      MT  (+/- 180 meters Scaled)
 PX0531
 PX0531                          SUPERSEDED SURVEY CONTROL
 PX0531
 PX0531  NGVD 29 (07/19/86) 1551.27   (m)         5089.5    (f) LEVELING    3  
 PX0531
 PX0531.Superseded values are not recommended for survey control.
 PX0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0531.See file dsdata.txt to determine how the superseded data were derived.
 PX0531
 PX0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ749699(NAD 83)
 PX0531_MARKER: DT = TOPOGRAPHIC STATION DISK
 PX0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0531_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PX0531_STAMPING: AP 1964 AP STA B
 PX0531_MARK LOGO: CGS   
 PX0531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PX0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0531+STABILITY: SURFACE MOTION
 PX0531
 PX0531  HISTORY     - Date     Condition        Report By
 PX0531  HISTORY     - 1964     MONUMENTED       CGS
 PX0531  HISTORY     - 19910625 GOOD             NGS
 PX0531
 PX0531                          STATION DESCRIPTION
 PX0531
 PX0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (MLG)
 PX0531'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1964
 PX0531'STA B AND IS SET IN A 10 INCH SQUARE CONCRETE POST SET FLUSH
 PX0531'WITH THE GROUND.  THE STATION IS 125 FT. SW OF THE CENTERLINE
 PX0531'OF THE SE END OF THE NW-SE RUNWAY, 198 FT SW OF THE SE END OF
 PX0531'THE PAINT STRIPE, 175 FT SW OF THE E CORNER OF THE SE RUNWAY END.
 PX0531
 PX0531                          STATION RECOVERY (1991)
 PX0531
 PX0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PX0531'THE STATION IS LOCATED AT THE SE END OF THE AIRPORT, SW FROM RUNWAY
 PX0531'END 31.  THE STATION IS 125 FT.  (38.1 M) SW OF CL END RWY 31, 75.6 FT
 PX0531'(23.0 M) SW CORNER OF THE RUNWAY, AND 65.5 FT.  (20.0 M) SW OF THE SW
 PX0531'THRESHOLD LIGHT AT RUNWAY END 31.  THE STATION IS A STANDARD
 PX0531'TOPOGRAPHIC DISK STAMPED---AP 1964 STA-B---, SET IN THE TOP OF A 10
 PX0531'INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0520 ***********************************************************************
 PX0520  DESIGNATION -  POWELL MUN APT AP STA C
 PX0520  PID         -  PX0520
 PX0520  STATE/COUNTY-  WY/PARK
 PX0520  USGS QUAD   -  ELK BASIN SE (1966)
 PX0520
 PX0520                         *CURRENT SURVEY CONTROL
 PX0520  ___________________________________________________________________
 PX0520* NAD 83(1993)-  44 52 02.02555(N)    108 47 27.48465(W)     ADJUSTED  
 PX0520* NAVD 88     -      1542.     (meters)    5059.     (feet)  GPS OBS   
 PX0520  ___________________________________________________________________
 PX0520  X           -  -1,458,896.371 (meters)                     COMP
 PX0520  Y           -  -4,287,695.377 (meters)                     COMP
 PX0520  Z           -   4,477,981.966 (meters)                     COMP
 PX0520  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 PX0520  ELLIP HEIGHT-        1529.35  (meters)          (09/07/01) GPS OBS
 PX0520  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 PX0520
 PX0520  HORZ ORDER  -  THIRD
 PX0520  ELLP ORDER  -  FOURTH    CLASS I
 PX0520
 PX0520.This mark is at Powell Municipal Airport (POY)
 PX0520
 PX0520.The horizontal coordinates were established by GPS observations
 PX0520.and adjusted by the National Geodetic Survey in May 1992..
 PX0520.No horizontal observational check was made to the station.
 PX0520
 PX0520.The orthometric height was determined by GPS observations and a
 PX0520.high-resolution geoid model.
 PX0520.No vertical observational check was made to the station.
 PX0520
 PX0520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PX0520
 PX0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0520
 PX0520.The ellipsoidal height was determined by GPS observations
 PX0520.and is referenced to NAD 83.
 PX0520
 PX0520.The geoid height was determined by GEOID03.
 PX0520
 PX0520;                    North         East     Units Scale Factor Converg.
 PX0520;SPC WYWC     -   485,111.252   596,762.557   MT  0.99993763   -0 01 44.0
 PX0520;UTM  12      - 4,970,575.254   674,507.405   MT  0.99997448   +1 33 31.6
 PX0520
 PX0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0520!SPC WYWC     -   0.99976027  x   0.99993763  =   0.99969792
 PX0520!UTM  12      -   0.99976027  x   0.99997448  =   0.99973476
 PX0520
 PX0520:                Primary Azimuth Mark                     Grid Az
 PX0520:SPC WYWC     -  POWELL MUN APT AP STA A                  324 27 38.1
 PX0520:UTM  12      -  POWELL MUN APT AP STA A                  322 52 22.5
 PX0520
 PX0520|---------------------------------------------------------------------|
 PX0520| PID    Reference Object                     Distance      Geod. Az  |
 PX0520|                                                           dddmmss.s |
 PX0520| PX0523 POWELL MUN APT AP STA A             APPROX. 1.2 KM 3242554.1 |
 PX0520|---------------------------------------------------------------------|
 PX0520
 PX0520                          SUPERSEDED SURVEY CONTROL
 PX0520
 PX0520  NAD 83(1993)-  44 52 02.01968(N)    108 47 27.47226(W) AD(       ) 3
 PX0520  ELLIP H (05/15/92) 1529.32   (m)                       GP(       ) 4 2
 PX0520  NAD 27      -  44 52 02.19709(N)    108 47 24.99492(W) AD(       ) 3
 PX0520  NGVD 29 (06/11/92) 1541.     (m)         5056.     (f) GPS OBS        
 PX0520
 PX0520.Superseded values are not recommended for survey control.
 PX0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0520.See file dsdata.txt to determine how the superseded data were derived.
 PX0520
 PX0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7450770575(NAD 83)
 PX0520_MARKER: DD = SURVEY DISK
 PX0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0520_SP_SET: CONCRETE POST
 PX0520_STAMPING: AP STA C 1991
 PX0520_MARK LOGO: NGS   
 PX0520_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0520+STABILITY: SURFACE MOTION
 PX0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0520+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1991
 PX0520
 PX0520  HISTORY     - Date     Condition        Report By
 PX0520  HISTORY     - 1991     MONUMENTED       NGS
 PX0520  HISTORY     - 19911025 GOOD             NGS
 PX0520
 PX0520                          STATION DESCRIPTION
 PX0520
 PX0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PX0520'THE STATION IS LOCATED ABOUT 13 KM (8.1 MI) NORTH OF POWELL, AT THE
 PX0520'POWELL MUNICIPAL AIRPORT ON THE SOUTHWEST SIDE OF THE RUNWAY AND
 PX0520'ACROSS THE RUNWAY FROM THE TAXIWAY.  OWNERSHIP--POWELL MUNICIPAL
 PX0520'AIRPORT, CONTACT--POWELL AVIATION, P.O. BOX 852 OR 22 ROAD 9, POWELL
 PX0520'WY 82435, MANAGER MR BLAKEMAN, PHONE 307-754-5234.
 PX0520'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 14A AND STATE
 PX0520'HIGHWAY 295 IN POWELL, GO NORTH ON HIGHWAY 295 (ROAD 9) FOR 13.2 KM
 PX0520'(8.2 MI) TO THE TOP OF THE HILL AND A ROAD LEFT.  TURN LEFT ON
 PX0520'AIRPORT ROAD AND GO WESTERLY FOR 1.44 KM (0.89 MI) TO THE
 PX0520'ADMINISTRATION BUILDING.  CONTINUE AROUND THE SOUTHEAST SIDE OF THE
 PX0520'BUILDING, ON A TAXIWAY TO THE RUNWAY.  CROSS THE RUNWAY TO THE
 PX0520'STATION.
 PX0520'THE STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 PX0520'WITH THE GROUND.  LOCATED 30 M (98.4 FT) NORTHEAST OF THE CENTER OF A
 PX0520'GRASS RUNWAY, 16.6 M (54.5 FT) SOUTHWEST OF THE RUNWAY EDGE, 15.54 M
 PX0520'(50.98 FT) NORTHEAST OF THE EDGE OF THE MOWED AREA AND 13.5 M
 PX0520'(44.3 FT) SOUTHWEST OF A RUNWAY LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0530 ***********************************************************************
 PX0530  DESIGNATION -  POWELL MUN APT ARP
 PX0530  PID         -  PX0530
 PX0530  STATE/COUNTY-  WY/PARK
 PX0530  USGS QUAD   -  ELK BASIN SE (1966)
 PX0530
 PX0530                         *CURRENT SURVEY CONTROL
 PX0530  ___________________________________________________________________
 PX0530* NAD 83(1986)-  44 52 10.     (N)    108 47 31.     (W)     SCALED    
 PX0530* NAVD 88     -      1537.41   (+/-2cm)    5044.0    (feet)  VERTCON   
 PX0530  ___________________________________________________________________
 PX0530  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 PX0530
 PX0530  VERT ORDER  -  THIRD ? (See Below)
 PX0530
 PX0530.This mark is at Powell Municipal Airport (POY)
 PX0530
 PX0530.The horizontal coordinates were scaled from a topographic map and have
 PX0530.an estimated accuracy of +/- 6 seconds.
 PX0530
 PX0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0530.The vertical order pertains to the NGVD 29 superseded value.
 PX0530
 PX0530.The geoid height was determined by GEOID03.
 PX0530
 PX0530;                    North         East    Units  Estimated Accuracy
 PX0530;SPC WYWC     -   485,360.      596,690.      MT  (+/- 180 meters Scaled)
 PX0530
 PX0530                          SUPERSEDED SURVEY CONTROL
 PX0530
 PX0530  NGVD 29 (07/19/86) 1536.37   (m)         5040.6    (f) LEVELING    3  
 PX0530
 PX0530.Superseded values are not recommended for survey control.
 PX0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0530.See file dsdata.txt to determine how the superseded data were derived.
 PX0530
 PX0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ744708(NAD 83)
 PX0530_MARKER: DT = TOPOGRAPHIC STATION DISK
 PX0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PX0530_STAMPING: ARP 1964
 PX0530_MARK LOGO: CGS   
 PX0530_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PX0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0530+STABILITY: SURFACE MOTION
 PX0530
 PX0530  HISTORY     - Date     Condition        Report By
 PX0530  HISTORY     - 1964     MONUMENTED       CGS
 PX0530  HISTORY     - 19910625 GOOD             NGS
 PX0530
 PX0530                          STATION DESCRIPTION
 PX0530
 PX0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (MLG)
 PX0530'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP-1964.
 PX0530'THE STATION IS ON THE E SIDE OF THE NW-SE RUNWAY AND 65.5
 PX0530'FT NE OF A RUNWAY LIGHT, 102 FT N OF A TAR STRIP AND 118 FT W
 PX0530'OF AN ANT HILL.  THE STATION IS SET IN A 10 INCH SQUARE CONCRETE
 PX0530'POST SET FLUSH WITH THE GROUND.  STATION IS 125 FT. NE OF
 PX0530'CENTERLINE OF RUNWAY.
 PX0530
 PX0530                          STATION RECOVERY (1991)
 PX0530
 PX0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PX0530'THE STATION IS LOCATED ON THE NE SIDE OF RUNWAY 13-31, MIDFIELD.  THE
 PX0530'STATION IS 125 FT (38.1 M) NE OF THE CENTERLINE OF THE RUNWAY, 71.8 FT
 PX0530'(21.9 M) NE OF THE FIFTH RUNWAY LIGHT NW OF THE TAXIWAY AND 177.9 FT.
 PX0530'(54.2 M) E OF THE SIXTH RUNWAY LIGHT.  THE STATION IS A STANDARD
 PX0530'TOPOGRAPHIC DISK STAMPED---ARP 1964---, SET IN THE TOP OF A 10 INCH
 PX0530'SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0398 ***********************************************************************
 PX0398  DESIGNATION -  POWELL MUN APT BCN
 PX0398  PID         -  PX0398
 PX0398  STATE/COUNTY-  WY/PARK
 PX0398  USGS QUAD   -  ELK BASIN SE (1966)
 PX0398
 PX0398                         *CURRENT SURVEY CONTROL
 PX0398  ___________________________________________________________________
 PX0398* NAD 83(1993)-  44 51 59.58628(N)    108 47 09.75793(W)     ADJUSTED  
 PX0398* NAVD 88     -                                                        
 PX0398  ___________________________________________________________________
 PX0398  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 PX0398  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 PX0398
 PX0398  HORZ ORDER  -  THIRD
 PX0398
 PX0398.This mark is at Powell Municipal Airport (POY)
 PX0398
 PX0398.The horizontal coordinates were established by classical geodetic methods
 PX0398.and adjusted by the National Geodetic Survey in January 1997..
 PX0398
 PX0398
 PX0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0398
 PX0398.The geoid height was determined by GEOID03.
 PX0398
 PX0398;                    North         East     Units Scale Factor Converg.
 PX0398;SPC WYWC     -   485,035.774   597,151.644   MT  0.99993760   -0 01 31.5
 PX0398;UTM  12      - 4,970,510.583   674,898.449   MT  0.99997616   +1 33 44.1
 PX0398
 PX0398                          SUPERSEDED SURVEY CONTROL
 PX0398
 PX0398  NAD 83(1993)-  44 51 59.57669(N)    108 47 09.75456(W) AD(       ) 4
 PX0398  NAD 83(1986)-  44 51 59.57762(N)    108 47 09.74630(W) AD(       ) 4
 PX0398  NAD 27      -  44 51 59.75480(N)    108 47 07.25630(W) AD(       ) 3
 PX0398
 PX0398.Superseded values are not recommended for survey control.
 PX0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0398.See file dsdata.txt to determine how the superseded data were derived.
 PX0398
 PX0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7489870511(NAD 83)
 PX0398_MARKER: 21 = AIRPORT BEACON
 PX0398_MARK LOGO: NONE  
 PX0398
 PX0398  HISTORY     - Date     Condition        Report By
 PX0398  HISTORY     - 1950     FIRST OBSERVED   CGS
 PX0398  HISTORY     - 1957     GOOD             CGS
 PX0398  HISTORY     - 1964     GOOD             CGS
 PX0398  HISTORY     - 1973     GOOD             USAF
 PX0398  HISTORY     - 19911231 GOOD             NGS
 PX0398
 PX0398                          STATION DESCRIPTION
 PX0398
 PX0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0398'STATION IS THE TOP CENTER OF THE STANDARD VISIL AERONAUTICS
 PX0398'AUTHORITY ROTATING BEACON LOCATED AT THE POWELL AIRPORT.
 PX0398'IT IS ABOUT NINE MILES NORTH OF POWELL, WYOMING.  THE TOP
 PX0398'CENTER OF THE ROTATING BEACON WAS THE POINT OBSERVED ON.
 PX0398
 PX0398                          STATION RECOVERY (1957)
 PX0398
 PX0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0398'STATION IS THE REVOLVING LIGHT AT THE TOP OF A 50 FOOT HIGH
 PX0398'FOUR LEGGED, STEEL FRAMEWORK.  THE FRAMEWORK IS PAINTED ORANGE
 PX0398'AND WHITE AND THE LIGHT FLASHES GREEN AND WHITE.
 PX0398
 PX0398                          STATION RECOVERY (1964)
 PX0398
 PX0398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (MLG)
 PX0398'THE STATION WAS RECOVERD AS DESCRIBED IN GOOD CONDITION.
 PX0398'THIS POSITION SHOULD BE CHECKED USEDING OBSERVATIONS MADE
 PX0398'IN OCTOBER 1964 BY AERO PARTY 6408.
 PX0398
 PX0398                          STATION RECOVERY (1973)
 PX0398
 PX0398'RECOVERY NOTE BY US AIR FORCE 1973
 PX0398'STATION RECOVERED AS DESCRIBED.
 PX0398
 PX0398                          STATION RECOVERY (1991)
 PX0398
 PX0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PX0398'THE STATION IS LOCATED AT THE ENTRANCE TO THE AIRPORT, E OF THE
 PX0398'TERMINAL BUILDING.  THE POINT OBSERVED WAS THE SPINDLE OF THE
 PX0398'DOUBLE-LIGHT BEACON IN THE CENTER OF THE RED AND WHITE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0494 ***********************************************************************
 NQ0494  DESIGNATION -  POWER
 NQ0494  PID         -  NQ0494
 NQ0494  STATE/COUNTY-  WY/GOSHEN
 NQ0494  USGS QUAD   -  REGISTER CLIFF (1990)
 NQ0494
 NQ0494                         *CURRENT SURVEY CONTROL
 NQ0494  ___________________________________________________________________
 NQ0494* NAD 83(1993)-  42 13 06.81840(N)    104 37 46.73336(W)     ADJUSTED  
 NQ0494* NAVD 88     -      1406.     (meters)    4613.     (feet)  SCALED    
 NQ0494  ___________________________________________________________________
 NQ0494  LAPLACE CORR-          -8.79  (seconds)                    DEFLEC99
 NQ0494  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 NQ0494
 NQ0494  HORZ ORDER  -  SECOND
 NQ0494
 NQ0494.The horizontal coordinates were established by classical geodetic methods
 NQ0494.and adjusted by the National Geodetic Survey in January 1997..
 NQ0494
 NQ0494.The orthometric height was scaled from a topographic map.
 NQ0494
 NQ0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0494
 NQ0494.The geoid height was determined by GEOID03.
 NQ0494
 NQ0494;                    North         East     Units Scale Factor Converg.
 NQ0494;SPC WY E     -   190,992.536   244,337.110   MT  0.99996168   +0 21 39.1
 NQ0494;UTM  13      - 4,674,109.612   530,566.499   MT  0.99961150   +0 14 55.9
 NQ0494
 NQ0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0494!SPC WY E     -   0.99978199  x   0.99996168  =   0.99974368
 NQ0494!UTM  13      -   0.99978199  x   0.99961150  =   0.99939358
 NQ0494
 NQ0494|---------------------------------------------------------------------|
 NQ0494| PID    Reference Object                     Distance      Geod. Az  |
 NQ0494|                                                           dddmmss.s |
 NQ0494| CQ4687 POWER RM 2                           13.065 METERS 05257     |
 NQ0494| CQ4685 T26N R65W SEC 23 C NE NE                           0955529.6 |
 NQ0494| NQ0488 CHERRY HILL SAWYER STOCK L MST      APPROX.20.3 KM 1945434.0 |
 NQ0494| NQ0489 CHERRY HILL WYHD MICROWAVE          APPROX.20.2 KM 1955554.6 |
 NQ0494| CQ4686 POWER RM 1                            9.032 METERS 26944     |
 NQ0494| NQ0495 GUERNSEY PLATTE P L MICROWAVE       APPROX. 5.1 KM 2785450.2 |
 NQ0494| NQ0485 CAMP GUERNSEY NATL GUARD TANK       APPROX. 9.9 KM 3004304.2 |
 NQ0494|---------------------------------------------------------------------|
 NQ0494
 NQ0494                          SUPERSEDED SURVEY CONTROL
 NQ0494
 NQ0494  NAD 83(1986)-  42 13 06.79607(N)    104 37 46.72936(W) AD(       ) 2
 NQ0494  NAD 27      -  42 13 06.91290(N)    104 37 44.87230(W) AD(       ) 2
 NQ0494
 NQ0494.Superseded values are not recommended for survey control.
 NQ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0494.See file dsdata.txt to determine how the superseded data were derived.
 NQ0494
 NQ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG3056674110(NAD 83)
 NQ0494_MARKER: DD = SURVEY DISK
 NQ0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0494
 NQ0494  HISTORY     - Date     Condition        Report By
 NQ0494  HISTORY     - 1963     MONUMENTED       USGS
 NQ0494
 NQ0494                          STATION DESCRIPTION
 NQ0494
 NQ0494'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (BMK)
 NQ0494'THE STATION IS LOCATED ABOUT 6 MILES WEST AND 1/2 MILE NORTH
 NQ0494'OF FORT LARAMIE, 2 MILES NORTH OF THE LARAMIE RIVER, ON A LOW
 NQ0494'RIDGE IN THE NW 1/4 OF SEC. 23 T26N R65W.
 NQ0494'
 NQ0494'TO REACH THE STATION FROM THE POST OFFICE IN FORT LARAMIE, GO
 NQ0494'NORTH FOR 1/2 BLOCK THENCE TURN LEFT AND GO WEST ON A SURFACED
 NQ0494'ROAD FOR 1.6 MILES TO A Y-FORK.  TAKE THE RIGHT FORK, WEST, FOR
 NQ0494'3.8 MILES TO A STOCK GUARD.  CONTINUE AHEAD, WEST, FOR 0.15
 NQ0494'MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH, SIDE OF THE ROAD.
 NQ0494'CONTINUE AHEAD, WEST, FOR 0.6 MILE TO JUST BEFORE REACHING A
 NQ0494'STOCK GUARD.  BEAR LEFT AND GO SOUTHWEST, ACROSS COUNTRY, FOR
 NQ0494'0.05 MILE TO A FENCE CORNER.  TURN LEFT AND GO SOUTHEAST,
 NQ0494'ACROSS COUNTRY, FOR 0.1 MILE TO THE TOP OF THE RIDGE AND THE
 NQ0494'STATION.
 NQ0494'
 NQ0494'THE STATION MARK, STAMPED 1947 VABM 4611 POWER, IS A STANDARD
 NQ0494'U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF AN 8-INCH SQUARE,
 NQ0494'CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 42.9 FEET
 NQ0494'SOUTHWEST OF A WITNESS POST.
 NQ0494'
 NQ0494'REFERENCE MARK NO. 1, STAMPED REF 1, IS A STANDARD U.S. GEOLOGICAL
 NQ0494'SURVEY DISK SET IN THE TOP OF AN 8-INCH SQUARE, CONCRETE
 NQ0494'MONUMENT THAT PROJECTS 1 INCH.  IT IS 69.9 FEET SOUTHWEST OF THE
 NQ0494'WITNESS POST.
 NQ0494'
 NQ0494'REFERENCE MARK NO. 2, STAMPED REF 2, IS A STANDARD U.S. GEOLOGICAL
 NQ0494'SURVEY DISK SET IN THE TOP OF AN 8-INCH SQUARE, CONCRETE MONUMENT
 NQ0494'THAT PROJECTS 2 INCHES AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 NQ0494'IT IS 2.2 FEET NORTHWEST OF THE WITNESS POST.
 NQ0494'
 NQ0494'IT IS 68.9 FEET OR 21.01 METERS BETWEEN THE REFERENCE MARKS.
 NQ0494'
 NQ0494'THE AZIMUTH MARK IS A 10-INCH STEEL CASING WITH A CENTER-PUNCHED,
 NQ0494'STEEL PLATE WELDED TO ITS TOP.  THERE IS A SIGN, EDDIE FISHER 2
 NQ0494'FEDERAL C NE NE SEC 23 T26N R65W 017354 ELEV 4519, WELDED
 NQ0494'TO THE WEST SIDE OF THE CASING AND THE CASING PROJECTS 6 FEET.
 NQ0494'IT IS 67 FEET SOUTH OF THE CENTER OF A ROAD AND 0.9 FEET WEST
 NQ0494'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0643 ***********************************************************************
 NQ0643  DESIGNATION -  PPTM 1
 NQ0643  PID         -  NQ0643
 NQ0643  STATE/COUNTY-  WY/CONVERSE
 NQ0643  USGS QUAD   -  GILBERT LAKE (1949)
 NQ0643
 NQ0643                         *CURRENT SURVEY CONTROL
 NQ0643  ___________________________________________________________________
 NQ0643* NAD 83(1993)-  42 52 58.55176(N)    105 33 08.02243(W)     ADJUSTED  
 NQ0643* NAVD 88     -      1516.     (meters)    4974.     (feet)  VERTCON   
 NQ0643  ___________________________________________________________________
 NQ0643  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 NQ0643  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NQ0643
 NQ0643  HORZ ORDER  -  THIRD
 NQ0643
 NQ0643.The horizontal coordinates were established by classical geodetic methods
 NQ0643.and adjusted by the National Geodetic Survey in January 1997..
 NQ0643
 NQ0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0643
 NQ0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0643
 NQ0643.The geoid height was determined by GEOID03.
 NQ0643
 NQ0643;                    North         East     Units Scale Factor Converg.
 NQ0643;SPC WY E     -   264,721.331   168,503.248   MT  0.99994970   -0 15 44.6
 NQ0643;UTM  13      - 4,747,962.514   454,903.357   MT  0.99962502   -0 22 32.9
 NQ0643
 NQ0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0643!SPC WY E     -   0.99976459  x   0.99994970  =   0.99971430
 NQ0643!UTM  13      -   0.99976459  x   0.99962502  =   0.99938969
 NQ0643
 NQ0643:                Primary Azimuth Mark                     Grid Az
 NQ0643:SPC WY E     -  PHONE                                    269 00 54.4
 NQ0643:UTM  13      -  PHONE                                    269 07 42.7
 NQ0643
 NQ0643|---------------------------------------------------------------------|
 NQ0643| PID    Reference Object                     Distance      Geod. Az  |
 NQ0643|                                                           dddmmss.s |
 NQ0643| NQ0644 PHONE                               APPROX. 2.2 KM 2684509.8 |
 NQ0643|---------------------------------------------------------------------|
 NQ0643
 NQ0643                          SUPERSEDED SURVEY CONTROL
 NQ0643
 NQ0643  NAD 83(1986)-  42 52 58.53236(N)    105 33 08.00727(W) AD(       ) 3
 NQ0643  NAD 27      -  42 52 58.65410(N)    105 33 06.03472(W) AD(       ) 3
 NQ0643  NGVD 29 (07/19/86) 1515.     (m)         4970.     (f) VERT ANG       
 NQ0643
 NQ0643.Superseded values are not recommended for survey control.
 NQ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0643.See file dsdata.txt to determine how the superseded data were derived.
 NQ0643
 NQ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5490347963(NAD 83)
 NQ0643_MARKER: DD = SURVEY DISK
 NQ0643_SETTING: 0 = UNSPECIFIED SETTING
 NQ0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0643
 NQ0643  HISTORY     - Date     Condition        Report By
 NQ0643  HISTORY     - 1948     MONUMENTED       USGS
 NQ0643
 NQ0643                          STATION DESCRIPTION
 NQ0643
 NQ0643'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0643'TO REACH STATION FROM POST OFFICE IN DOUGLAS, GO S. 1 BLOCK TO U.S.
 NQ0643'HIGHWAYS NO. 87 AND NO. 20, THENCE W. ON HIGHWAYS NO. 87 AND NO. 20
 NQ0643'FOR 2.85 MI., THENCE RIGHT (NW.) ALONG ROSS RD. FOR 12.4 MI. TO
 NQ0643'STANOLIND PIPE LINE RD. AND TELEPHONE LINE, THENCE LEFT (W.) ON
 NQ0643'STANOLIND PIPE LINE RD. 0.75 MI. TO FENCE CORNER, THENCE LEFT (S.)
 NQ0643'ALONG DIM RD. FOR 0.55 MI. TO RD. FORK AND STATION.  STATION IS 111
 NQ0643'FT. S. AND 65 FT. E. OF INTERSECTION OF RDS.
 NQ0643'
 NQ0643'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST 5 IN. ABOVE
 NQ0643'GROUND AND STAMPED ---PPTM - 1, 1948---.
 NQ0643'
 NQ0643'REFERENCE MARK NO. 1--REINFORCING ROD IN TOP OF 4 IN. BY 4 IN.
 NQ0643'CONCRETE POST 3 IN. ABOVE GROUND, DISTANT 217.53 FT.,
 NQ0643'N 74 DEG 46 MIN W FROM STATION.
 NQ0643'
 NQ0643'REFERENCE MARK NO. 2--REINFORCING ROD IN TOP OF 4 IN. BY 4 IN.
 NQ0643'CONCRETE POST 4 IN. ABOVE GROUND, DISTANT 373.60 FT.,
 NQ0643'S 25 DEG 44 MIN W FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0632 ***********************************************************************
 NQ0632  DESIGNATION -  PRAIRIE
 NQ0632  PID         -  NQ0632
 NQ0632  STATE/COUNTY-  WY/ALBANY
 NQ0632  USGS QUAD   -  GREASEWOOD KNOLL (1968)
 NQ0632
 NQ0632                         *CURRENT SURVEY CONTROL
 NQ0632  ___________________________________________________________________
 NQ0632* NAD 83(1993)-  42 07 01.15820(N)    105 53 24.23996(W)     ADJUSTED  
 NQ0632* NAVD 88     -      2222.5    (meters)    7292.     (feet)  VERTCON   
 NQ0632  ___________________________________________________________________
 NQ0632  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 NQ0632  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 NQ0632
 NQ0632  HORZ ORDER  -  SECOND
 NQ0632
 NQ0632.The horizontal coordinates were established by classical geodetic methods
 NQ0632.and adjusted by the National Geodetic Survey in January 1997..
 NQ0632
 NQ0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0632
 NQ0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0632
 NQ0632.The geoid height was determined by GEOID03.
 NQ0632
 NQ0632;                    North         East     Units Scale Factor Converg.
 NQ0632;SPC WY E     -   179,824.592   140,179.241   MT  0.99998152   -0 29 06.6
 NQ0632;UTM  13      - 4,663,148.738   426,421.665   MT  0.99966661   -0 35 49.0
 NQ0632
 NQ0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0632!SPC WY E     -   0.99965342  x   0.99998152  =   0.99963494
 NQ0632!UTM  13      -   0.99965342  x   0.99966661  =   0.99932014
 NQ0632
 NQ0632|---------------------------------------------------------------------|
 NQ0632| PID    Reference Object                     Distance      Geod. Az  |
 NQ0632|                                                           dddmmss.s |
 NQ0632| CQ4690 PRAIRIE RM 2                         13.243 METERS 00640     |
 NQ0632| CQ4688 PRAIRIE AZ MK                                      0204243.8 |
 NQ0632| CQ4689 PRAIRIE RM 1                         12.055 METERS 25814     |
 NQ0632|---------------------------------------------------------------------|
 NQ0632
 NQ0632                          SUPERSEDED SURVEY CONTROL
 NQ0632
 NQ0632  NAD 83(1986)-  42 07 01.14401(N)    105 53 24.23100(W) AD(       ) 2
 NQ0632  NAD 27      -  42 07 01.26200(N)    105 53 22.20700(W) AD(       ) 2
 NQ0632  NGVD 29 (07/19/86) 2221.4    (m)         7288.     (f) VERT ANG       
 NQ0632
 NQ0632.Superseded values are not recommended for survey control.
 NQ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0632.See file dsdata.txt to determine how the superseded data were derived.
 NQ0632
 NQ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG2642263149(NAD 83)
 NQ0632_MARKER: DS = TRIANGULATION STATION DISK
 NQ0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0632
 NQ0632  HISTORY     - Date     Condition        Report By
 NQ0632  HISTORY     - 1948     MONUMENTED       CGS
 NQ0632
 NQ0632                          STATION DESCRIPTION
 NQ0632
 NQ0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0632'THE STATION IS LOCATED ABOUT 22.5 MILES NORTHEAST OF MEDICINE
 NQ0632'BOW AND ABOUT 12.5 MILES SOUTH OF MARSHALL ON A LARGE
 NQ0632'FLAT-TOPPED, GRASS-COVERED HILL.  THE STATION MARK IS SET ON
 NQ0632'THE SOUTH EDGE OF HILL, 60 FEET SOUTH OF A ROAD AND 6 FEET
 NQ0632'NORTHWEST OF A WHITE WITNESS POST.  IT PROJECTS 6 INCHES AND
 NQ0632'IS STAMPED, PRAIRIE 1948.
 NQ0632'
 NQ0632'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS 2 FEET LOWER THAN
 NQ0632'THE STATION MARK AND IS STAMPED, PRAIRIE NO 1 1948.
 NQ0632'
 NQ0632'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS THE SAME ELEVATION
 NQ0632'AS THE STATION MARK AND IS STAMPED, PRAIRIE NO 2 1948
 NQ0632'
 NQ0632'THE AZIMUTH MARK PROJECTS 8 INCHES, IS 10 FEET EAST OF A
 NQ0632'ROAD AND 6 FEET SOUTH OF A WHITE WITNESS POST.  IT IS STAMPED,
 NQ0632'PRAIRIE 1948.
 NQ0632'
 NQ0632'TO REACH THE STATION FROM MEDICINE BOW.  GO NORTH ON THE
 NQ0632'CASPER ROAD 2.6 MILES TO A FORK.  KEEP TO RIGHT, STRAIGHT
 NQ0632'AHEAD 9.5 MILES TO A GRADED ROAD.  TURN LEFT, GO 7.1 MILES
 NQ0632'TO A FORK AT A LARGE STONE MONUMENT.  KEEP TO RIGHT 2.2 MILES
 NQ0632'TO A ROAD RIGHT AT A SMALL WOODEN BRIDGE.  TURN RIGHT, FOLLOW
 NQ0632'MAIN ROAD 6.7 MILES TO A DIM ROAD RIGHT AT TOP OF HILL.  TURN
 NQ0632'RIGHT, GO 0.1 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE 0.35
 NQ0632'MILE TO STATION ON RIGHT.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0539 ***********************************************************************
 PV0539  CBN         -  This is a Cooperative Base Network Control Station.
 PV0539  DESIGNATION -  PRAIRIE
 PV0539  PID         -  PV0539
 PV0539  STATE/COUNTY-  WY/CAMPBELL
 PV0539  USGS QUAD   -  ADON NW (1972)
 PV0539
 PV0539                         *CURRENT SURVEY CONTROL
 PV0539  ___________________________________________________________________
 PV0539* NAD 83(1993)-  44 41 08.64222(N)    105 11 58.73618(W)     ADJUSTED  
 PV0539* NAVD 88     -      1319.3    (meters)    4328.     (feet)  GPS OBS   
 PV0539  ___________________________________________________________________
 PV0539  X           -  -1,191,136.773 (meters)                     COMP
 PV0539  Y           -  -4,384,217.822 (meters)                     COMP
 PV0539  Z           -   4,463,503.376 (meters)                     COMP
 PV0539  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 PV0539  ELLIP HEIGHT-        1304.79  (meters)          (09/07/01) GPS OBS
 PV0539  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 PV0539
 PV0539  HORZ ORDER  -  B
 PV0539  ELLP ORDER  -  FOURTH    CLASS I
 PV0539
 PV0539.The horizontal coordinates were established by GPS observations
 PV0539.and adjusted by the National Geodetic Survey in October 1994..
 PV0539
 PV0539.The orthometric height was determined by GPS observations and a
 PV0539.high-resolution geoid model.
 PV0539
 PV0539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PV0539
 PV0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0539
 PV0539.The ellipsoidal height was determined by GPS observations
 PV0539.and is referenced to NAD 83.
 PV0539
 PV0539.The geoid height was determined by GEOID03.
 PV0539
 PV0539;                    North         East     Units Scale Factor Converg.
 PV0539;SPC WY E     -   464,943.115   197,385.439   MT  0.99993758   -0 01 23.5
 PV0539;UTM  13      - 4,948,059.774   484,178.830   MT  0.99960308   -0 08 25.4
 PV0539
 PV0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0539!SPC WY E     -   0.99979546  x   0.99993758  =   0.99973305
 PV0539!UTM  13      -   0.99979546  x   0.99960308  =   0.99939862
 PV0539
 PV0539:                Primary Azimuth Mark                     Grid Az
 PV0539:SPC WY E     -  PRAIRIE AZ MK                            098 53 51.0
 PV0539:UTM  13      -  PRAIRIE AZ MK                            099 00 52.9
 PV0539
 PV0539|---------------------------------------------------------------------|
 PV0539| PID    Reference Object                     Distance      Geod. Az  |
 PV0539|                                                           dddmmss.s |
 PV0539| CQ4691 PRAIRIE AZ MK                                      0985227.5 |
 PV0539| CQ4692 PRAIRIE RM 1                         16.792 METERS 22354     |
 PV0539| CQ4693 PRAIRIE RM 2                         16.806 METERS 31915     |
 PV0539|---------------------------------------------------------------------|
 PV0539
 PV0539                          SUPERSEDED SURVEY CONTROL
 PV0539
 PV0539  ELLIP H (10/19/94) 1304.89   (m)                       GP(       ) 4 1
 PV0539  NAD 83(1986)-  44 41 08.62322(N)    105 11 58.71326(W) AD(       ) 1
 PV0539  NAD 27      -  44 41 08.68500(N)    105 11 56.76000(W) AD(       ) 1
 PV0539  NGVD 29 (07/19/86) 1318.6    (m)         4326.     (f) VERT ANG       
 PV0539
 PV0539.Superseded values are not recommended for survey control.
 PV0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0539.See file dsdata.txt to determine how the superseded data were derived.
 PV0539
 PV0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK8417948060(NAD 83)
 PV0539_MARKER: DS = TRIANGULATION STATION DISK
 PV0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0539_STAMPING: PRAIRIE 1949
 PV0539_MARK LOGO: CGS   
 PV0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0539+STABILITY: SURFACE MOTION
 PV0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0539+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1993
 PV0539
 PV0539  HISTORY     - Date     Condition        Report By
 PV0539  HISTORY     - 1949     MONUMENTED       CGS
 PV0539  HISTORY     - 1963     GOOD             CGS
 PV0539  HISTORY     - 19930618 GOOD             NGS
 PV0539
 PV0539                          STATION DESCRIPTION
 PV0539
 PV0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0539'STATION IS LOCATED ON THE NORTH EDGE OF A HIGH ROUNDING KNOLL,
 PV0539'ABOUT 8 MILES NORTHEAST OF WESTON POST OFFICE, ABOUT 0.3 MILE
 PV0539'SOUTH OF A GRADED ROAD, 10 FEET SOUTHWEST OF A WITNESS POST,
 PV0539'ON LAND OWNED BY THE GOVERNMENT.
 PV0539'
 PV0539'TO REACH FROM THE WESTON POST OFFICE, GO EAST ON MAIN GRAVELED
 PV0539'ROAD FOR 2.05 MILES TO A FORK.  BEAR RIGHT AND GO 6.95 MILES
 PV0539'TO A SMALL WOODEN BRIDGE IN VALLEY.  CONTINUE FOR 0.5 MILE TO A
 PV0539'WIRE GATE ON RIGHT.  TURN RIGHT THROUGH GATE AND GO SOUTH ON
 PV0539'TRACK ROAD FOR 0.6 MILE TO AZIMUTH MARK ON LEFT IN FENCE CORNER.
 PV0539'TURN RIGHT OFF TRACK ROAD AND GO WEST 0.4 MILE TO TOP OF KNOLL
 PV0539'AND STATION.
 PV0539'
 PV0539'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12-INCH
 PV0539'CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 PV0539'STAMPED PRAIRIE 1949.
 PV0539'
 PV0539'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0539'12 X 12-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 PV0539'THE DISK IS STAMPED PRAIRIE NO 1 1949.
 PV0539'
 PV0539'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PV0539'12 X 12-INCH CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND
 PV0539'THE DISK IS STAMPED PRAIRIE NO 2 1949.
 PV0539'
 PV0539'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12-INCH
 PV0539'CONCRETE POST PROJECTING 6 INCHES.  IT IS 90 FEET EAST OF A
 PV0539'TRACK ROAD, 4 FEET NORTH OF A WITNESS POST, 2 FEET SOUTH OF A
 PV0539'FENCE CORNER, AND IS STAMPED PRAIRIE 1949.
 PV0539
 PV0539                          STATION RECOVERY (1963)
 PV0539
 PV0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 PV0539'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 PV0539
 PV0539                          STATION RECOVERY (1993)
 PV0539
 PV0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 PV0539'NOTE--DO NOT DRIVE PAST WIRE GATE WHEN WET.  EROSION IS A SERIOUS
 PV0539'PROBLEM.  STATION HILL IS RINGED WITH PINE TREES BUT THE TOP IS CLEAR
 PV0539'FOR GPS OBSERVATIONS. STATION MARK, REFERENCE MARKS 1 AND 2, AND THE
 PV0539'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  LINE-OF-SIGHT BETWEEN
 PV0539'STATION AND THE AZIMUTH MARK IS BLOCKED BY TREES. STATION IS LOCATED
 PV0539'ABOUT 51 KM (31.70 MI) NORTHEAST OF GILLETTE, 13 KM (8.05 MI) EAST OF
 PV0539'STATE HIGHWAY 59, 9 KM (5.60 MI) WEST OF THE CAMPBELL-CROOK COUNTY
 PV0539'LINE, IN THE SPRING UNIT OF THE THUNDER BASIN NATIONAL GRASSLAND, ON
 PV0539'THE NORTHEAST END OF A NORTHEAST-SOUTHWEST RIDGE, IN THE SOUTHWEST 1/4
 PV0539'OF SECTION 6, T 54 N, R 69 W. OWNERSHIP--US DEPARTMENT OF AGRICULTURE.
 PV0539'TO REACH FROM THE JUNCTION OF US HIGHWAYS 14, 16 AND STATE HIGHWAY 59
 PV0539'(ABOUT 8 KM (4.95 MI) NORTHWEST OF GILLETTE), GO EAST ON HIGHWAY 59
 PV0539'FOR 3.62 KM (2.25 MI) TO A T-ROAD.  TURN LEFT, NORTH, ON HIGHWAY 59
 PV0539'FOR 25.75 KM (16.00 MI) TO THE BRIDGE OVER THE LITTLE POWDER RIVER.
 PV0539'CONTINUE AHEAD FOR 12.38 KM (7.70 MI) TO A GRADED ROAD RIGHT AT
 PV0539'WESTON.  TURN RIGHT, EAST, ON ROCKY POINT ROAD FOR 3.30 KM (2.05 MI)
 PV0539'TO A ROAD RIGHT.  KEEP LEFT, AHEAD FOR 0.68 KM (0.40 MI) TO A GRADED
 PV0539'ROAD RIGHT.  TURN RIGHT, EAST, ON HEALD-BERGREEN ROAD FOR 11.19 KM
 PV0539'(6.95 MI) TO A ROAD LEFT AT TOP OF RIDGE.  CONTINUE AHEAD, EAST, FOR
 PV0539'0.17 KM (0.10 MI) TO A WIRE GATE ON THE RIGHT, END OF TRUCK TRAVEL
 PV0539'WHEN WET.  TURN RIGHT, SOUTH, THEN SOUTHWEST, ON TRACK ROAD FOR 0.6 KM
 PV0539'(0.35 MI) TO A POND ON THE RIGHT.  CONTINUE SOUTHWEST ON ROAD FOR 0.4
 PV0539'KM (0.25 MI) TO A FORK.  TO REACH THE AZIMUTH MARK, KEEP LEFT, SOUTH,
 PV0539'ON ROAD FOR 0.15 KM (0.10 MI) TO A FENCE CORNER AND THE MARK ON THE
 PV0539'LEFT.  BEAR RIGHT, WEST-SOUTHWEST, UPGRADE, ON TRACK ROAD FOR 0.6 KM
 PV0539'(0.35 MI) TO TOP OF HILL AND STATION ON THE RIGHT. STATION MARK IS SET
 PV0539'IN THE TOP OF A 30-CM SQUARE CONCRETE POST PROJECTING 20 CM ABOVE
 PV0539'GROUND.  IT IS 3.9 M (12.8 FT) NORTH OF THE ROAD CENTER, AND 1.1 M
 PV0539'(3.6 FT) EAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0579 ***********************************************************************
 PW0579  DESIGNATION -  PRAIRIE DOG
 PW0579  PID         -  PW0579
 PW0579  STATE/COUNTY-  WY/SHERIDAN
 PW0579  USGS QUAD   -  BANNER (1977)
 PW0579
 PW0579                         *CURRENT SURVEY CONTROL
 PW0579  ___________________________________________________________________
 PW0579* NAD 83(1993)-  44 36 08.81500(N)    106 45 24.80209(W)     ADJUSTED  
 PW0579* NAVD 88     -      1511.1    (meters)    4958.     (feet)  VERTCON   
 PW0579  ___________________________________________________________________
 PW0579  LAPLACE CORR-         -14.36  (seconds)                    DEFLEC99
 PW0579  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 PW0579
 PW0579  HORZ ORDER  -  THIRD
 PW0579
 PW0579.The horizontal coordinates were established by classical geodetic methods
 PW0579.and adjusted by the National Geodetic Survey in January 1997..
 PW0579
 PW0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0579
 PW0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0579
 PW0579.The geoid height was determined by GEOID03.
 PW0579
 PW0579;                    North         East     Units Scale Factor Converg.
 PW0579;SPC WYEC     -   555,849.740   445,761.127   MT  0.99996324   +0 24 17.2
 PW0579;UTM  13      - 4,940,290.262   360,575.704   MT  0.99983905   -1 14 01.9
 PW0579
 PW0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0579!SPC WYEC     -   0.99976520  x   0.99996324  =   0.99972845
 PW0579!UTM  13      -   0.99976520  x   0.99983905  =   0.99960429
 PW0579
 PW0579:                Primary Azimuth Mark                     Grid Az
 PW0579:SPC WYEC     -  BANNER                                   269 44 07.7
 PW0579:UTM  13      -  BANNER                                   271 22 26.8
 PW0579
 PW0579|---------------------------------------------------------------------|
 PW0579| PID    Reference Object                     Distance      Geod. Az  |
 PW0579|                                                           dddmmss.s |
 PW0579| PW0568 BANNER                              APPROX.13.8 KM 2700824.9 |
 PW0579|---------------------------------------------------------------------|
 PW0579
 PW0579                          SUPERSEDED SURVEY CONTROL
 PW0579
 PW0579  NAD 83(1986)-  44 36 08.79877(N)    106 45 24.78032(W) AD(       ) 3
 PW0579  NGVD 29 (11/30/89) 1510.3    (m)         4955.     (f) VERT ANG       
 PW0579
 PW0579.Superseded values are not recommended for survey control.
 PW0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0579.See file dsdata.txt to determine how the superseded data were derived.
 PW0579
 PW0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK6057640290(NAD 83)
 PW0579_MARKER: DS = TRIANGULATION STATION DISK
 PW0579_SETTING: 0 = UNSPECIFIED SETTING
 PW0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0579
 PW0579  HISTORY     - Date     Condition        Report By
 PW0579  HISTORY     - 1900     MONUMENTED       USGS
 PW0579
 PW0579                          STATION DESCRIPTION
 PW0579
 PW0579'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 PW0579'SITUATED ON S. END OF HIGH POINT ON DIVIDE BETWEEN PRAIRIE DOG AND
 PW0579'PINEY CREEKS, AT HEAD OF MURPHY GULCH.  A RD. FROM PRAIRIE DOG TO
 PW0579'BIG RED POST OFFICE CROSSES RIDGE 1.5 MI. N. OF STATION.
 PW0579'
 PW0579'RECOVERED BY USGS IN 1908.
 PW0579'
 PW0579'STATION MARK--BRONZE TRIANGULATION TABLET, CEMENTED IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1057 ***********************************************************************
 MO1057  DESIGNATION -  PRINCE
 MO1057  PID         -  MO1057
 MO1057  STATE/COUNTY-  WY/LARAMIE
 MO1057  USGS QUAD   -  POLE CREEK RANCH SE (1978)
 MO1057
 MO1057                         *CURRENT SURVEY CONTROL
 MO1057  ___________________________________________________________________
 MO1057* NAD 83(1993)-  41 21 10.85430(N)    104 31 14.80029(W)     ADJUSTED  
 MO1057* NAVD 88     -      1774.     (meters)    5820.     (feet)  SCALED    
 MO1057  ___________________________________________________________________
 MO1057  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 MO1057  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 MO1057
 MO1057  HORZ ORDER  -  SECOND
 MO1057
 MO1057.The horizontal coordinates were established by classical geodetic methods
 MO1057.and adjusted by the National Geodetic Survey in January 1997..
 MO1057
 MO1057.The orthometric height was scaled from a topographic map.
 MO1057
 MO1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1057
 MO1057.The geoid height was determined by GEOID03.
 MO1057
 MO1057;                    North         East     Units Scale Factor Converg.
 MO1057;SPC WY E     -    94,924.806   254,047.771   MT  0.99997344   +0 25 36.3
 MO1057;UTM  13      - 4,578,057.054   540,087.573   MT  0.99961978   +0 18 59.8
 MO1057
 MO1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1057!SPC WY E     -   0.99972448  x   0.99997344  =   0.99969793
 MO1057!UTM  13      -   0.99972448  x   0.99961978  =   0.99934437
 MO1057
 MO1057|---------------------------------------------------------------------|
 MO1057| PID    Reference Object                     Distance      Geod. Az  |
 MO1057|                                                           dddmmss.s |
 MO1057| CQ4703 PRINCE RM 2                          19.045 METERS 00901     |
 MO1057| MO1055 N CHEYENNE FAA 4 MICROWAVE MST      APPROX. 3.8 KM 0094411.5 |
 MO1057| CQ4702 PRINCE RM 1                          19.211 METERS 17045     |
 MO1057| CQ4701 PRINCE AZ MK                                       1804204.4 |
 MO1057|---------------------------------------------------------------------|
 MO1057
 MO1057                          SUPERSEDED SURVEY CONTROL
 MO1057
 MO1057  NAD 83(1986)-  41 21 10.83972(N)    104 31 14.79826(W) AD(       ) 2
 MO1057  NAD 27      -  41 21 10.90590(N)    104 31 12.93400(W) AD(       ) 2
 MO1057
 MO1057.Superseded values are not recommended for survey control.
 MO1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1057.See file dsdata.txt to determine how the superseded data were derived.
 MO1057
 MO1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF4008878057(NAD 83)
 MO1057_MARKER: DS = TRIANGULATION STATION DISK
 MO1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1057
 MO1057  HISTORY     - Date     Condition        Report By
 MO1057  HISTORY     - 1963     MONUMENTED       CGS
 MO1057
 MO1057                          STATION DESCRIPTION
 MO1057
 MO1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1057'THE STATION IS 22 MILES WEST AND 4-1/2 MILES SOUTH OF ALBIN, IN
 MO1057'THE SOUTHEAST QUARTER OF SECTION 15, T 16 N. R 64 W. AND IN
 MO1057'PASTURE LAND OWNED BY MR. T. JOHNSON.
 MO1057'
 MO1057'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, GO WEST
 MO1057'ON STATE SECONDARY 1105 FOR 15.9 MILES TO THE JUNCTION WITH U.S.
 MO1057'HIGHWAY 85.  TURN LEFT AND GO SOUTHWEST ON HIGHWAY 85 FOR 5.15
 MO1057'MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 MO1057'A GRAVEL ROAD FOR 2.95 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 MO1057'RIGHT AND GO WEST ON A SECTION LINE ROAD FOR 1.05 MILES TO A
 MO1057'WIRE GATE AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT,
 MO1057'PASSING THROUGH THE WIRE GATE AND GO NORTH ON A TRACK ROAD
 MO1057'FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 MO1057'
 MO1057'THE STATION MARKS ARE STANDARD DISK STAMPED PRINCE 1963.  THE
 MO1057'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1057'SURFACE OF THE GROUND.  IT IS 10.5 FEET WEST OF A FENCE AND
 MO1057'10 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 MO1057'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 MO1057'SURFACE OF THE GROUND.
 MO1057'
 MO1057'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PRINCE NO 1 1963,
 MO1057'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 61
 MO1057'FEET SOUTH OF THE METAL WITNESS POST AND 1 FOOT WEST OF THE
 MO1057'FENCE.
 MO1057'
 MO1057'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PRINCE NO 2 1963,
 MO1057'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 63
 MO1057'FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 MO1057'
 MO1057'AZIMUTH MARK, A STANDARD DISK STAMPED PRINCE 1963, IS SET IN A
 MO1057'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 MO1057'OF THE GROUND.  IT IS 36 FEET WEST OF THE CENTER OF A WIRE GATE,
 MO1057'9 FEET NORTH OF A POWER POLE, 2 FEET NORTH OF A METAL WITNESS
 MO1057'POST, AND 1 FOOT NORTH OF A FENCE.
 MO1057'
 MO1057'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0460 ***********************************************************************
 MO0460  DESIGNATION -  PRMT 1
 MO0460  PID         -  MO0460
 MO0460  STATE/COUNTY-  WY/LARAMIE
 MO0460  USGS QUAD   -  BUFORD (1987)
 MO0460
 MO0460                         *CURRENT SURVEY CONTROL
 MO0460  ___________________________________________________________________
 MO0460* NAD 83(1986)-  41 06 47.     (N)    105 15 41.     (W)     SCALED    
 MO0460* NAVD 88     -      2353.936  (meters)    7722.87   (feet)  ADJUSTED  
 MO0460  ___________________________________________________________________
 MO0460  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 MO0460  DYNAMIC HT  -        2351.795 (meters)    7715.85  (feet)  COMP
 MO0460  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 MO0460
 MO0460  VERT ORDER  -  FIRST     CLASS II
 MO0460
 MO0460.The horizontal coordinates were scaled from a topographic map and have
 MO0460.an estimated accuracy of +/- 6 seconds.
 MO0460
 MO0460.The orthometric height was determined by differential leveling
 MO0460.and adjusted by the National Geodetic Survey in June 1991..
 MO0460
 MO0460.The geoid height was determined by GEOID03.
 MO0460
 MO0460.The dynamic height is computed by dividing the NAVD 88
 MO0460.geopotential number by the normal gravity value computed on the
 MO0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0460.degrees latitude (g = 980.6199 gals.).
 MO0460
 MO0460.The modeled gravity was interpolated from observed gravity values.
 MO0460
 MO0460;                    North         East    Units  Estimated Accuracy
 MO0460;SPC WY E     -    68,080.      192,050.      MT  (+/- 180 meters Scaled)
 MO0460
 MO0460                          SUPERSEDED SURVEY CONTROL
 MO0460
 MO0460  NGVD 29 (??/??/92) 2352.81   (m)         7719.2    (f) COMPUTED    1 2
 MO0460
 MO0460.Superseded values are not recommended for survey control.
 MO0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0460.See file dsdata.txt to determine how the superseded data were derived.
 MO0460
 MO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF780513(NAD 83)
 MO0460_MARKER: DS = TRIANGULATION STATION DISK
 MO0460_SETTING: 66 = SET IN ROCK OUTCROP
 MO0460_SP_SET: GRANITE ROCK
 MO0460_STAMPING: P R M T 1 1947
 MO0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0460+STABILITY: POSITION/ELEVATION WELL
 MO0460
 MO0460  HISTORY     - Date     Condition        Report By
 MO0460  HISTORY     - 1947     MONUMENTED       USGS
 MO0460  HISTORY     - 1956     GOOD             NGS
 MO0460  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0460
 MO0460                          STATION DESCRIPTION
 MO0460
 MO0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0460'2.6 MI E FROM BUFORD.
 MO0460'2.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MO0460'TANK AT BUFORD, THENCE 0.3 MILE NORTH ACROSS A PASTURE, AT A
 MO0460'JUNCTION OF AN EAST AND WEST TRACK ROAD AND A TRACK ROAD LEADING
 MO0460'NORTHEAST, 82 FEET NORTHEAST OF THE CENTER OF THE ROAD JUNCTION,
 MO0460'41 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING
 MO0460'NORTHEAST, 26 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 MO0460'TRACK ROAD, 2.2 FEET NORTHEAST OF A WITNESS POST, AT THE FOOT
 MO0460'OF THE EAST SLOPE OF A RIDGE, SET IN THE TOP OF A SMALL GRANITE
 MO0460'ROCK, IN SECTION 8, TOWNSHIP 13 NORTH, RANGE, 70 WEST.
 MO0460
 MO0460                          STATION RECOVERY (1983)
 MO0460
 MO0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1225 ***********************************************************************
 MO1225  DESIGNATION -  PRMT 1
 MO1225  PID         -  MO1225
 MO1225  STATE/COUNTY-  WY/LARAMIE
 MO1225  USGS QUAD   -  BUFORD (1987)
 MO1225
 MO1225                         *CURRENT SURVEY CONTROL
 MO1225  ___________________________________________________________________
 MO1225* NAD 83(1993)-  41 06 46.49413(N)    105 15 39.44864(W)     ADJUSTED  
 MO1225* NAVD 88     -      2353.93   (+/-2cm)    7722.9    (feet)  VERTCON   
 MO1225  ___________________________________________________________________
 MO1225  LAPLACE CORR-         -15.71  (seconds)                    DEFLEC99
 MO1225  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 MO1225
 MO1225  HORZ ORDER  -  THIRD
 MO1225  VERT ORDER  -  THIRD ? (See Below)
 MO1225
 MO1225.The horizontal coordinates were established by classical geodetic methods
 MO1225.and adjusted by the National Geodetic Survey in January 1997..
 MO1225
 MO1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1225.The vertical order pertains to the NGVD 29 superseded value.
 MO1225
 MO1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1225
 MO1225.The geoid height was determined by GEOID03.
 MO1225
 MO1225;                    North         East     Units Scale Factor Converg.
 MO1225;SPC WY E     -    68,064.350   192,080.834   MT  0.99993827   -0 03 43.2
 MO1225;UTM  13      - 4,551,324.633   478,090.523   MT  0.99960591   -0 10 17.7
 MO1225
 MO1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1225!SPC WY E     -   0.99963295  x   0.99993827  =   0.99957125
 MO1225!UTM  13      -   0.99963295  x   0.99960591  =   0.99923901
 MO1225
 MO1225:                Primary Azimuth Mark                     Grid Az
 MO1225:SPC WY E     -  TWIN LAKE                                036 49 18.9
 MO1225:UTM  13      -  TWIN LAKE                                036 55 53.4
 MO1225
 MO1225|---------------------------------------------------------------------|
 MO1225| PID    Reference Object                     Distance      Geod. Az  |
 MO1225|                                                           dddmmss.s |
 MO1225| MO1219 TWIN LAKE                           APPROX. 5.5 KM 0364535.7 |
 MO1225|---------------------------------------------------------------------|
 MO1225
 MO1225                          SUPERSEDED SURVEY CONTROL
 MO1225
 MO1225  NAD 83(1993)-  41 06 46.48003(N)    105 15 39.44721(W) AD(       ) 3
 MO1225  NAD 83(1986)-  41 06 46.48024(N)    105 15 39.44695(W) AD(       ) 3
 MO1225  NAD 27      -  41 06 46.54662(N)    105 15 37.52026(W) AD(       ) 3
 MO1225  NGVD 29 (07/19/86) 2352.81   (m)         7719.2    (f) LEVELING    3  
 MO1225
 MO1225.Superseded values are not recommended for survey control.
 MO1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1225.See file dsdata.txt to determine how the superseded data were derived.
 MO1225
 MO1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7809151325(NAD 83)
 MO1225_MARKER: DD = SURVEY DISK
 MO1225_SETTING: 66 = SET IN ROCK OUTCROP
 MO1225_SP_SET: SET IN A ROCK LEDGE
 MO1225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1225+STABILITY: POSITION/ELEVATION WELL
 MO1225
 MO1225  HISTORY     - Date     Condition        Report By
 MO1225  HISTORY     - 1947     MONUMENTED       USGS
 MO1225
 MO1225                          STATION DESCRIPTION
 MO1225
 MO1225'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1225'STATION IS LOCATED IN SEC. 8, T 13 N, R 70 W, ON LEDGE ROCK, FLUSH
 MO1225'WITH GROUND AND 109 FT. E. OF Y-RD. W.
 MO1225'
 MO1225'TO REACH FROM BUFORD, WYOMING, GO E. ON U.S. HIGHWAY 30 2.9 MI. FROM
 MO1225'CROSSROAD AT BUFORD TO DIM RD. N., THENCE GO N. (LEFT) 0.5 MI. ALONG
 MO1225'OLD FENCE LINE TO CROSSROAD, THENCE W. (LEFT) 0.4 MI. TO Y-RD. W.
 MO1225'STATION IS 109 FT. E. AND 15 FT. N. OF Y-RD.
 MO1225'
 MO1225'STATION MARK--STANDARD TABLET, SET IN LEDGE ROCK, STAMPED ---PRMT-1
 MO1225'1947---.
 MO1225'
 MO1225'REFERENCE MARK NO. 1--DRILL HOLE IN CHISELED ARROW, 19.56 FT. NNW. OF
 MO1225'STATION, S 09 DEG 58 MIN E.
 MO1225'
 MO1225'REFERENCE MARK NO. 2--DRILL HOLE IN CHISELED ARROW, 16.20 FT. SE. OF
 MO1225'STATION, N 37 DEG 03 MIN W.
 MO1225'
 MO1225'REFERENCE MARKS NO. 1 AND 2 ARE 34.77 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0462 ***********************************************************************
 MO0462  DESIGNATION -  PRMT 1 RM 1
 MO0462  PID         -  MO0462
 MO0462  STATE/COUNTY-  WY/LARAMIE
 MO0462  USGS QUAD   -  BUFORD (1987)
 MO0462
 MO0462                         *CURRENT SURVEY CONTROL
 MO0462  ___________________________________________________________________
 MO0462* NAD 83(1986)-  41 06 47.     (N)    105 15 41.     (W)     SCALED    
 MO0462* NAVD 88     -      2353.758  (meters)    7722.29   (feet)  ADJUSTED  
 MO0462  ___________________________________________________________________
 MO0462  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 MO0462  DYNAMIC HT  -        2351.617 (meters)    7715.26  (feet)  COMP
 MO0462  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 MO0462
 MO0462  VERT ORDER  -  FIRST     CLASS II
 MO0462
 MO0462.The horizontal coordinates were scaled from a topographic map and have
 MO0462.an estimated accuracy of +/- 6 seconds.
 MO0462
 MO0462.The orthometric height was determined by differential leveling
 MO0462.and adjusted by the National Geodetic Survey in June 1991..
 MO0462
 MO0462.The geoid height was determined by GEOID03.
 MO0462
 MO0462.The dynamic height is computed by dividing the NAVD 88
 MO0462.geopotential number by the normal gravity value computed on the
 MO0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0462.degrees latitude (g = 980.6199 gals.).
 MO0462
 MO0462.The modeled gravity was interpolated from observed gravity values.
 MO0462
 MO0462;                    North         East    Units  Estimated Accuracy
 MO0462;SPC WY E     -    68,080.      192,050.      MT  (+/- 180 meters Scaled)
 MO0462
 MO0462                          SUPERSEDED SURVEY CONTROL
 MO0462
 MO0462  NGVD 29 (??/??/92) 2352.63   (m)         7718.6    (f) COMPUTED    1 2
 MO0462
 MO0462.Superseded values are not recommended for survey control.
 MO0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0462.See file dsdata.txt to determine how the superseded data were derived.
 MO0462
 MO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF780513(NAD 83)
 MO0462_MARKER: Z = SEE DESCRIPTION
 MO0462_SETTING: 66 = SET IN ROCK OUTCROP
 MO0462_SP_SET: GRANITE ROCK
 MO0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0462+STABILITY: POSITION/ELEVATION WELL
 MO0462
 MO0462  HISTORY     - Date     Condition        Report By
 MO0462  HISTORY     - UNK      MONUMENTED       USGS
 MO0462  HISTORY     - 1956     GOOD             NGS
 MO0462  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0462
 MO0462                          STATION DESCRIPTION
 MO0462
 MO0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0462'2.6 MI E FROM BUFORD.
 MO0462'2.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MO0462'TANK AT BUFORD, THENCE 0.2 MILE NORTH ACROSS A PASTURE, AT A
 MO0462'JUNCTION OF AN EAST AND WEST TRACK ROAD AND A TRACK ROAD LEADING
 MO0462'NORTHEAST, 23 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK
 MO0462'ROAD LEADING NORTHEAST, 19.6 FEET NORTHWEST OF BENCH MARK
 MO0462'P R M T-1 (U.S.G.S.), FLUSH WITH THE GROUND, AT THE NORTH END
 MO0462'OF A CHISELED ARROW, IN THE TOP OF A SMALL GRANITE ROCK, IN
 MO0462'SECTION 8, TOWNSHIP 13 NORTH, RANGE 70 WEST.
 MO0462
 MO0462                          STATION RECOVERY (1983)
 MO0462
 MO0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0461 ***********************************************************************
 MO0461  DESIGNATION -  PRMT 1 RM 2
 MO0461  PID         -  MO0461
 MO0461  STATE/COUNTY-  WY/LARAMIE
 MO0461  USGS QUAD   -  BUFORD (1987)
 MO0461
 MO0461                         *CURRENT SURVEY CONTROL
 MO0461  ___________________________________________________________________
 MO0461* NAD 83(1986)-  41 06 47.     (N)    105 15 41.     (W)     SCALED    
 MO0461* NAVD 88     -      2353.889  (meters)    7722.72   (feet)  ADJUSTED  
 MO0461  ___________________________________________________________________
 MO0461  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 MO0461  DYNAMIC HT  -        2351.747 (meters)    7715.69  (feet)  COMP
 MO0461  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 MO0461
 MO0461  VERT ORDER  -  FIRST     CLASS II
 MO0461
 MO0461.The horizontal coordinates were scaled from a topographic map and have
 MO0461.an estimated accuracy of +/- 6 seconds.
 MO0461
 MO0461.The orthometric height was determined by differential leveling
 MO0461.and adjusted by the National Geodetic Survey in June 1991..
 MO0461
 MO0461.The geoid height was determined by GEOID03.
 MO0461
 MO0461.The dynamic height is computed by dividing the NAVD 88
 MO0461.geopotential number by the normal gravity value computed on the
 MO0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0461.degrees latitude (g = 980.6199 gals.).
 MO0461
 MO0461.The modeled gravity was interpolated from observed gravity values.
 MO0461
 MO0461;                    North         East    Units  Estimated Accuracy
 MO0461;SPC WY E     -    68,080.      192,050.      MT  (+/- 180 meters Scaled)
 MO0461
 MO0461                          SUPERSEDED SURVEY CONTROL
 MO0461
 MO0461  NGVD 29 (??/??/92) 2352.76   (m)         7719.0    (f) COMPUTED    1 2
 MO0461
 MO0461.Superseded values are not recommended for survey control.
 MO0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0461.See file dsdata.txt to determine how the superseded data were derived.
 MO0461
 MO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF780513(NAD 83)
 MO0461_MARKER: Z = SEE DESCRIPTION
 MO0461_SETTING: 66 = SET IN ROCK OUTCROP
 MO0461_SP_SET: GRANITE ROCK
 MO0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0461+STABILITY: POSITION/ELEVATION WELL
 MO0461
 MO0461  HISTORY     - Date     Condition        Report By
 MO0461  HISTORY     - UNK      MONUMENTED       USGS
 MO0461  HISTORY     - 1956     GOOD             NGS
 MO0461  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0461
 MO0461                          STATION DESCRIPTION
 MO0461
 MO0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0461'2.6 MI E FROM BUFORD.
 MO0461'2.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MO0461'TANK AT BUFORD, THENCE 0.2 MILE NORTH ACROSS A PASTURE, AT A
 MO0461'JUNCTION OF AN EAST AND WEST TRACK ROAD AND A TRACK ROAD
 MO0461'LEADING NORTHEAST, 13 FEET NORTH OF THE CENTER LINE OF AN EAST
 MO0461'AND WEST TRACK ROAD, 16.2 FEET SOUTHEAST OF BENCH MARK P R M T-1
 MO0461'1947 (U.S.G.S.), 1.0 FOOT ABOVE THE GROUND, AT THE SOUTHEAST
 MO0461'END OF A CHISELED ARROW, IN THE TOP OF A GRANITE ROCK, IN
 MO0461'SECTION 8, TOWNSHIP 13 NORTH, RANGE 70 WEST.
 MO0461
 MO0461                          STATION RECOVERY (1983)
 MO0461
 MO0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0576 ***********************************************************************
 PV0576  DESIGNATION -  PRONG
 PV0576  PID         -  PV0576
 PV0576  STATE/COUNTY-  WY/CAMPBELL
 PV0576  USGS QUAD   -  SPOTTED HORSE (1971)
 PV0576
 PV0576                         *CURRENT SURVEY CONTROL
 PV0576  ___________________________________________________________________
 PV0576* NAD 83(1993)-  44 42 45.27246(N)    105 46 28.40897(W)     ADJUSTED  
 PV0576* NAVD 88     -      1348.5    (meters)    4424.     (feet)  VERTCON   
 PV0576  ___________________________________________________________________
 PV0576  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 PV0576  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 PV0576
 PV0576  HORZ ORDER  -  THIRD
 PV0576
 PV0576.The horizontal coordinates were established by classical geodetic methods
 PV0576.and adjusted by the National Geodetic Survey in January 1997..
 PV0576
 PV0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0576
 PV0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0576
 PV0576.The geoid height was determined by GEOID03.
 PV0576
 PV0576;                    North         East     Units Scale Factor Converg.
 PV0576;SPC WY E     -   468,104.983   151,833.662   MT  0.99996602   -0 25 39.7
 PV0576;UTM  13      - 4,951,313.775   438,648.517   MT  0.99964629   -0 32 41.8
 PV0576
 PV0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0576!SPC WY E     -   0.99979089  x   0.99996602  =   0.99975691
 PV0576!UTM  13      -   0.99979089  x   0.99964629  =   0.99943725
 PV0576
 PV0576|---------------------------------------------------------------------|
 PV0576| PID    Reference Object                     Distance      Geod. Az  |
 PV0576|                                                           dddmmss.s |
 PV0576| CQ4704 PRONG RM 1                           21.482 METERS 07001     |
 PV0576| AA9339 PRONG AZ MK                                        1971638.6 |
 PV0576| CQ4705 PRONG RM 2                           15.344 METERS 33249     |
 PV0576|---------------------------------------------------------------------|
 PV0576
 PV0576                          SUPERSEDED SURVEY CONTROL
 PV0576
 PV0576  NAD 83(1986)-  44 42 45.25237(N)    105 46 28.38318(W) AD(       ) 3
 PV0576  NAD 27      -  44 42 45.31700(N)    105 46 26.34300(W) AD(       ) 3
 PV0576  NGVD 29 (07/19/86) 1347.8    (m)         4422.     (f) VERT ANG       
 PV0576
 PV0576.Superseded values are not recommended for survey control.
 PV0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0576.See file dsdata.txt to determine how the superseded data were derived.
 PV0576
 PV0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK3864951314(NAD 83)
 PV0576_MARKER: DS = TRIANGULATION STATION DISK
 PV0576_SETTING: 0 = UNSPECIFIED SETTING
 PV0576
 PV0576  HISTORY     - Date     Condition        Report By
 PV0576  HISTORY     - 1949     MONUMENTED       CGS
 PV0576
 PV0576                          STATION DESCRIPTION
 PV0576
 PV0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0576'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF THE SPOTTED
 PV0576'HORSE STORE AND POST OFFICE, ABOUT 1/2 MILE NORTH OF U.S. HIGHWAY
 PV0576'14 AND 16, ON A LONG RIDGE THAT RUNS NORTHWEST AND SOUTHEAST,
 PV0576'AND ON LAND OWNED BY MR. KAFKA FRANK.
 PV0576'
 PV0576'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GILLETTE,
 PV0576'FOLLOW U.S. HIGHWAY 14 AND 16 WEST AND NORTHWEST FOR 23.2
 PV0576'MILES TO THE WILD CAT STORE AND GAS STATION ON THE RIGHT.
 PV0576'CONTINUE NORTHWEST ON THE HIGHWAY FOR 8.1 MILES TO WHERE THE
 PV0576'HIGHWAY MAKES A CURVE TO THE WEST AND GOES OVER RIDGE IN SADDLE.
 PV0576'CONTINUE WESTERLY ON THE HIGHWAY FOR 1.1 MILES TO A WIRE GATE
 PV0576'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED BELOW.  TURN
 PV0576'RIGHT, NORTH, PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.15
 PV0576'MILE TO A WINDMILL AND WATER TANK, CONTINUE NORTH ACROSS
 PV0576'PASTURE LAND FOR 0.25 MILE TO A WIRE FENCE AT THE BASE OF THE
 PV0576'RIDGE AND THE END OF TRUCK TRAVEL.  PACK UP STEEP SLOPE TO
 PV0576'THE TOP AND STATION.  A 7 MINUTE PACK.
 PV0576'
 PV0576'STATION MARK IS A STANDARD DISK CEMENTED TO THE TOP OF A 4-INCH
 PV0576'COMPOSITION SOIL PIPE.  THE PIPE PROJECTS 6 INCHES, AND THE
 PV0576'DISK IS STAMPED PRONG 1949.
 PV0576'
 PV0576'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED TO THE TOP
 PV0576'OF A 4-INCH COMPOSITION SOIL PIPE.  THE PIPE PROJECTS 4 INCHES,
 PV0576'AND THE DISK IS STAMPED PRONG NO 1 1949.
 PV0576'
 PV0576'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED TO THE TOP
 PV0576'OF A 4-INCH COMPOSITION SOIL PIPE.  THE PIPE PROJECTS 4 INCHES,
 PV0576'AND THE DISK IS STAMPED PRONG NO 2 1949.
 PV0576'
 PV0576'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 PV0576'X 10 INCH CONCRETE POST, PROJECTING 8 INCHES.  IT IS
 PV0576'102 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 18.5 FEET EAST
 PV0576'OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD, 11.7 FEET EAST
 PV0576'OF A GATE POST, 2 FEET WEST OF A WITNESS POST, AND IT IS STAMPED
 PV0576'PRONG 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0416 ***********************************************************************
 OV0416  DESIGNATION -  PRONG ET
 OV0416  PID         -  OV0416
 OV0416  STATE/COUNTY-  WY/WASHAKIE
 OV0416  USGS QUAD   -  CABIN FORK (1978)
 OV0416
 OV0416                         *CURRENT SURVEY CONTROL
 OV0416  ___________________________________________________________________
 OV0416* NAD 83(1993)-  43 58 10.02479(N)    107 40 57.83285(W)     ADJUSTED  
 OV0416* NAVD 88     -      1530.7    (meters)    5022.     (feet)  VERTCON   
 OV0416  ___________________________________________________________________
 OV0416  LAPLACE CORR-          10.13  (seconds)                    DEFLEC99
 OV0416  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 OV0416
 OV0416  HORZ ORDER  -  THIRD
 OV0416
 OV0416.The horizontal coordinates were established by classical geodetic methods
 OV0416.and adjusted by the National Geodetic Survey in January 1997..
 OV0416
 OV0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0416
 OV0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0416
 OV0416.The geoid height was determined by GEOID03.
 OV0416
 OV0416;                    North         East     Units Scale Factor Converg.
 OV0416;SPC WYEC     -   485,414.561   371,963.486   MT  0.99994716   -0 14 33.3
 OV0416;UTM  13      - 4,871,978.994   284,801.128   MT  1.00016962   -1 51 47.8
 OV0416
 OV0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0416!SPC WYEC     -   0.99976195  x   0.99994716  =   0.99970912
 OV0416!UTM  13      -   0.99976195  x   1.00016962  =   0.99993153
 OV0416
 OV0416:                Primary Azimuth Mark                     Grid Az
 OV0416:SPC WYEC     -  DEVIL                                    119 25 06.1
 OV0416:UTM  13      -  DEVIL                                    121 02 20.6
 OV0416
 OV0416|---------------------------------------------------------------------|
 OV0416| PID    Reference Object                     Distance      Geod. Az  |
 OV0416|                                                           dddmmss.s |
 OV0416| OV0414 DEVIL                               APPROX.10.0 KM 1191032.8 |
 OV0416|---------------------------------------------------------------------|
 OV0416
 OV0416                          SUPERSEDED SURVEY CONTROL
 OV0416
 OV0416  NAD 83(1986)-  43 58 10.00963(N)    107 40 57.82678(W) AD(       ) 3
 OV0416  NAD 27      -  43 58 10.15344(N)    107 40 55.51916(W) AD(       ) 3
 OV0416  NGVD 29 (07/19/86) 1529.9    (m)         5019.     (f) VERT ANG       
 OV0416
 OV0416.Superseded values are not recommended for survey control.
 OV0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0416.See file dsdata.txt to determine how the superseded data were derived.
 OV0416
 OV0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ8480171979(NAD 83)
 OV0416_MARKER: DD = SURVEY DISK
 OV0416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0416_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OV0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0416
 OV0416  HISTORY     - Date     Condition        Report By
 OV0416  HISTORY     - 1966     MONUMENTED       USGS
 OV0416
 OV0416                          STATION DESCRIPTION
 OV0416
 OV0416'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0416'STATION IS LOCATED ABOUT 3.5 MI. S. AND 14.5 MI. E. OF WORLAND,
 OV0416'WASHAKIE COUNTY, WYOMING.
 OV0416'
 OV0416'TO REACH STATION FROM THE COURTHOUSE IN WORLAND, PROCEED E. 11.8 MI.
 OV0416'ALONG U.S. HIGHWAY 16 TO T-RD. S., JUST E. OF SUMMIT, TURN S. FOR
 OV0416'0.7 MI. TO JUNCTION OF OLD HIGHWAY, TURN LEFT FOR 2.6 MI. TO T-RD.
 OV0416'RIGHT AND CATTLEGUARD, CROSS CATTLEGUARD AND TAKE RIGHT RD. FORK FOR
 OV0416'0.8 MI. TO FORK, TAKE RIGHT FORK FOR 2.4 MI. TO A SMALL RIDGE TOP AND
 OV0416'STATION ON THE RIGHT.
 OV0416'
 OV0416'STATION MARK--STANDARD USGS ALUMINUM TABLET, CEMENTED IN AN IRON
 OV0416'PIPE, SET IN CONCRETE, STAMPED ---PRONG ET 1966---.
 OV0416'
 OV0416'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0275 ***********************************************************************
 NS0275  DESIGNATION -  PROSPECT
 NS0275  PID         -  NS0275
 NS0275  STATE/COUNTY-  WY/SUBLETTE
 NS0275  USGS QUAD   -  LECKIE (1978)
 NS0275
 NS0275                         *CURRENT SURVEY CONTROL
 NS0275  ___________________________________________________________________
 NS0275* NAD 83(1993)-  42 32 50.15102(N)    109 15 47.24307(W)     ADJUSTED  
 NS0275* NAVD 88     -      2710.6    (meters)    8893.     (feet)  VERTCON   
 NS0275  ___________________________________________________________________
 NS0275  LAPLACE CORR-          10.22  (seconds)                    DEFLEC99
 NS0275  GEOID HEIGHT-         -11.28  (meters)                     GEOID03
 NS0275
 NS0275  HORZ ORDER  -  FIRST
 NS0275
 NS0275.The horizontal coordinates were established by classical geodetic methods
 NS0275.and adjusted by the National Geodetic Survey in January 1997..
 NS0275
 NS0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0275
 NS0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0275
 NS0275.The geoid height was determined by GEOID03.
 NS0275
 NS0275;                    North         East     Units Scale Factor Converg.
 NS0275;SPC WY W     -   327,689.318   867,365.663   MT  0.99999331   +0 33 16.7
 NS0275;UTM  12      - 4,712,003.090   642,606.836   MT  0.99985021   +1 10 28.8
 NS0275
 NS0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0275!SPC WY W     -   0.99957684  x   0.99999331  =   0.99957015
 NS0275!UTM  12      -   0.99957684  x   0.99985021  =   0.99942711
 NS0275
 NS0275|---------------------------------------------------------------------|
 NS0275| PID    Reference Object                     Distance      Geod. Az  |
 NS0275|                                                           dddmmss.s |
 NS0275| CP6448 PROSPECT RM 3                        21.930 METERS 00417     |
 NS0275| CP6446 PROSPECT RM 1                        34.307 METERS 10949     |
 NS0275| CP6447 PROSPECT RM 2 AZIMUTH                              3235153.8 |
 NS0275|---------------------------------------------------------------------|
 NS0275
 NS0275                          SUPERSEDED SURVEY CONTROL
 NS0275
 NS0275  NAD 83(1986)-  42 32 50.13238(N)    109 15 47.23907(W) AD(       ) 1
 NS0275  NAD 27      -  42 32 50.30700(N)    109 15 44.78100(W) AD(       ) 1
 NS0275  NGVD 29 (07/19/86) 2709.3    (m)         8889.     (f) VERT ANG       
 NS0275
 NS0275.Superseded values are not recommended for survey control.
 NS0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0275.See file dsdata.txt to determine how the superseded data were derived.
 NS0275
 NS0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN4260712003(NAD 83)
 NS0275_MARKER: DS = TRIANGULATION STATION DISK
 NS0275_SETTING: 80 = SET IN A BOULDER
 NS0275_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NS0275
 NS0275  HISTORY     - Date     Condition        Report By
 NS0275  HISTORY     - 1933     MONUMENTED       CGS
 NS0275  HISTORY     - 1936     GOOD             CGS
 NS0275  HISTORY     - 1981     GOOD             LOCENG
 NS0275
 NS0275                          STATION DESCRIPTION
 NS0275
 NS0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NS0275'ABOUT 24 MILES WEST OF SOUTH PASS CITY, 7 MILES EAST OF BIG
 NS0275'SANDY, 1-1/2 MILES SOUTH OF BIG SANDY CREEK, 3-1/2 MILES
 NS0275'EAST OF LITTLE SANDY CREEK, 1-1/2 MILES SOUTH OF THE LECKIE DUDE
 NS0275'RANCH, IN T. 30 N., R. 104 W., 1/4 MILE SOUTHEAST OF HIGHEST POINT
 NS0275'OF ROCKY BUTTE KNOWN AS LITTLE PROSPECT MOUNTAIN.  TO REACH FROM
 NS0275'BOULDER STORE, FOLLOW ROCK SPRINGS HIGHWAY SOUTH 14.5 MILES.
 NS0275'TURN LEFT OFF HIGHWAY ONTO GRADED ROAD AT SIGN PLEASANT VALLEY
 NS0275'SPEEDWAY MITCHELLS CAMP AND FOLLOW THIS ROAD, GENERALLY
 NS0275'NORTHEAST, 7.2 MILES.  TAKE RIGHT FORK AND GO EAST, PASSING
 NS0275'TO NORTH OF SMALL STORE AND GAS PUMP AT RANCH, AND FOLLOW
 NS0275'MAIN GRADED ROAD 1.9 MILES.  TAKE LEFT FORK AND FOLLOW ROAD
 NS0275'NORTH 1.6 MILES.  PASSING UNDER FLUME AND ONTO GRADED ROAD THAT
 NS0275'COMES IN FROM LEFT.  CONTINUE ON MAIN ROAD, WHICH RUNS
 NS0275'GENERALLY SOUTH AND FOLLOWS ALONG CREEK AND TELEPHONE LINES,
 NS0275'9.0 MILES--BEAR LEFT OFF GRADED ROAD BUT KEEP ON
 NS0275'MAIN-TRAVELED ROAD, AND FOLLOW SAME 3.2 MILES, GENERALLY EAST,
 NS0275'TO ROAD COMING IN FROM SOUTH AT SIGN ROCK SPRINGS.  CONTINUE
 NS0275'NORTHEAST OVER HILLS 2.0 MILES TO LECKIE RANCH--FOLLOW
 NS0275'MAIN ROAD EAST FROM RANCH 2.0 MILES TO CROSSROADS.  TURN RIGHT
 NS0275'AT SIGN SWEETWATER R.S. 21, AND GO SOUTH ON
 NS0275'LITTLE-TRAVELED TRACK ROAD 0.6 MILE.  AT TOP OF GRADE TAKE
 NS0275'RIGHT FORK THROUGH SAGEBRUSH AND GO SOUTHWEST 1.2 MILES TO TOP
 NS0275'OF DIVIDE, WHICH IS JUST SOUTH OF GROVE OF TREES IN SWAMP FLAT.
 NS0275'HERE TURN RIGHT OFF ROAD AND GO NORTHWEST THROUGH SAGEBRUSH
 NS0275'ABOUT 0.2 MILE TO END OF TRUCK TRAVEL.  FROM HERE STATION IS
 NS0275'ABOUT 1/4 MILE TO NORTHWEST, NEAR PROMINENT ROCK CLIFFS.  PACK
 NS0275'WEST THROUGH ASPEN THICKET TO TOP OF RIDGE.  THEN NORTH ALONG
 NS0275'TOP OF RIDGE ABOUT 200 YARDS TO STATION.  TWENTY-MINUTE PACK.
 NS0275'MARK IS STANDARD DISK IN BOULDER.  REFERENCE MARKS
 NS0275'NOS.  1 AND 3 ARE STANDARD DISKS IN BOULDERS.  NO. 1
 NS0275'IS 34.307 METERS (112.56 FEET) EAST OF STATION S 70 DEG 10 MIN E.
 NS0275'NO. 3 IS 21.930 METERS (71.95 FEET) NORTH N 04 DEG 17 MIN E.
 NS0275'NO. 2 (AZIMUTH MARK) IS U.S. FOREST
 NS0275'SERVICE MARK SET IN BOULDER ON HIGHEST POINT OF MOUNTAIN,
 NS0275'APPROXIMATELY 1/4 MILE NORTHWEST OF STATION N 36 DEG 08 MIN W.
 NS0275
 NS0275                          STATION RECOVERY (1981)
 NS0275
 NS0275'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (ERR)
 NS0275'PROSPECT 1933 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0555 ***********************************************************************
 PW0555  DESIGNATION -  PROSPECT
 PW0555  PID         -  PW0555
 PW0555  STATE/COUNTY-  WY/BIG HORN
 PW0555  USGS QUAD   -  GRANITE PASS (1993)
 PW0555
 PW0555                         *CURRENT SURVEY CONTROL
 PW0555  ___________________________________________________________________
 PW0555* NAD 83(1993)-  44 39 40.97348(N)    107 33 08.47484(W)     ADJUSTED  
 PW0555* NAVD 88     -      2980.2    (meters)    9778.     (feet)  VERTCON   
 PW0555  ___________________________________________________________________
 PW0555  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 PW0555  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PW0555
 PW0555  HORZ ORDER  -  SECOND
 PW0555
 PW0555.The horizontal coordinates were established by classical geodetic methods
 PW0555.and adjusted by the National Geodetic Survey in January 1997..
 PW0555
 PW0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0555
 PW0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0555
 PW0555.The geoid height was determined by GEOID03.
 PW0555
 PW0555;                    North         East     Units Scale Factor Converg.
 PW0555;SPC WYEC     -   562,259.918   382,630.576   MT  0.99994121   -0 09 14.2
 PW0555;UTM  13      - 4,948,504.378   297,653.219   MT  1.00010353   -1 47 40.9
 PW0555
 PW0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0555!SPC WYEC     -   0.99953432  x   0.99994121  =   0.99947556
 PW0555!UTM  13      -   0.99953432  x   1.00010353  =   0.99963781
 PW0555
 PW0555:                Primary Azimuth Mark                     Grid Az
 PW0555:SPC WYEC     -  PROSPECT AZ MK                           027 41 44.2
 PW0555:UTM  13      -  PROSPECT AZ MK                           029 20 10.9
 PW0555
 PW0555|---------------------------------------------------------------------|
 PW0555| PID    Reference Object                     Distance      Geod. Az  |
 PW0555|                                                           dddmmss.s |
 PW0555| CQ6351 PROSPECT AZ MK                                     0273230.0 |
 PW0555| CQ6353 PROSPECT RM 2                        14.965 METERS 25052     |
 PW0555| CQ6352 PROSPECT RM 1                        13.408 METERS 35434     |
 PW0555|---------------------------------------------------------------------|
 PW0555
 PW0555                          SUPERSEDED SURVEY CONTROL
 PW0555
 PW0555  NAD 83(1986)-  44 39 40.95856(N)    107 33 08.45609(W) AD(       ) 2
 PW0555  NAD 27      -  44 39 41.08780(N)    107 33 06.13930(W) AD(       ) 2
 PW0555  NGVD 29 (07/19/86) 2979.1    (m)         9774.     (f) VERT ANG       
 PW0555
 PW0555.Superseded values are not recommended for survey control.
 PW0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0555.See file dsdata.txt to determine how the superseded data were derived.
 PW0555
 PW0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK9765348504(NAD 83)
 PW0555_MARKER: DS = TRIANGULATION STATION DISK
 PW0555_SETTING: 66 = SET IN ROCK OUTCROP
 PW0555
 PW0555  HISTORY     - Date     Condition        Report By
 PW0555  HISTORY     - 1957     MONUMENTED       CGS
 PW0555
 PW0555                          STATION DESCRIPTION
 PW0555
 PW0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0555'STATION IS ABOUT 8 MILES SOUTH OF BURGESS JUNCTION AND 2-1/2
 PW0555'MILES WEST OF U.S. HIGHWAY 14, AT THE EAST END AND ON THE HIGHEST
 PW0555'POINT OF A PROMINENT MESA, WHICH IS COVERED WITH A MASS OF
 PW0555'ROCK OUTCROP ABOUT 150 FT X 75 FT AND FLUSH WITH THE GROUND
 PW0555'SURFACE.  TWO LARGE CAIRNS ARE LOCATED ON THE MESA.
 PW0555'
 PW0555'STATION IS REACHED FROM BURGESS JUNCTION BY GOING SOUTH ON U.S.
 PW0555'HIGHWAY 14 FOR 5.3 MILES TO A ROAD LEADING TO THE OWEN CREEK
 PW0555'CAMP GROUND ON THE RIGHT, CONTINUE SOUTH ON THE HIGHWAY FOR
 PW0555'4.4 MILES TO A SIDE ROAD ON THE RIGHT AT A SIGN PROSPECT CREEK
 PW0555'AND HUNT MOUNTAIN, TURN RIGHT AND GO WEST ON A TRACK ROAD FOR
 PW0555'2.0 MILES TO A FORK, BEAR RIGHT AND GO NORTHERLY UP A STEEP
 PW0555'HILL FOR 0.55 MILE TO A FORK, BEAR LEFT AND GO WEST AND
 PW0555'NORTH FOR 1.55 MILE TO THE AZIMUTH MARK ON THE LEFT AND A
 PW0555'DIM TRACK ROAD LEADING SOUTH, BEAR LEFT AND GO SOUTH ON THE
 PW0555'TRACK ROAD FOR 0.55 MILE TO THE TOP OF THE MESA, TURN LEFT AND
 PW0555'GO EASTERLY FOR 0.15 MILE TO THE END OF THE MESA AND THE STATION.
 PW0555'
 PW0555'STATION MARK IS A STANDARD DISK, STAMPED PROSPECT 1957, CEMENTED
 PW0555'IN A DRILL HOLE IN THE ROCK OUTCROP.  IT IS 365 FEET SOUTHEAST
 PW0555'OF THE NORTHWEST CAIRN, 82 FEET NORTHWEST OF THE EXTREME
 PW0555'SOUTHEAST END OF THE MESA AND 36 FEET WEST OF THE SOUTHEAST
 PW0555'CAIRN.
 PW0555'
 PW0555'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PROSPECT NO 1 1957,
 PW0555'CEMENTED IN A DRILL HOLE IN THE ROCK OUTCROP.  IT IS 58 FEET
 PW0555'NORTHWEST OF THE SOUTHEAST CAIRN AND 2 FEET SOUTHWEST OF THE
 PW0555'NORTHEAST EDGE OF THE MESA.
 PW0555'
 PW0555'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PROSPECT NO 2
 PW0555'1957, CEMENTED IN A DRILL HOLE IN THE ROCK OUTCROP.  IT IS
 PW0555'85 FEET WEST OF THE SOUTHEAST CAIRN.
 PW0555'
 PW0555'AZIMUTH MARK IS A STANDARD DISK, STAMPED PROSPECT 1957, CEMENTED
 PW0555'IN A DRILL HOLE IN A 4 FT X 5 FT ROCK OUTCROP PROJECTING 4
 PW0555'INCHES.  IT IS 88 FEET SOUTH OF THE CENTER OF THE MAIN ROAD.
 PW0555'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET NORTHWEST OF THE
 PW0555'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1254 ***********************************************************************
 PY1254  DESIGNATION -  PROSPECT
 PY1254  PID         -  PY1254
 PY1254  STATE/COUNTY-  WY/PARK
 PY1254  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY1254
 PY1254                         *CURRENT SURVEY CONTROL
 PY1254  ___________________________________________________________________
 PY1254* NAD 83(1993)-  44 53 16.75291(N)    110 30 09.87410(W)     ADJUSTED  
 PY1254* NAVD 88     -      2904.6    (meters)    9530.     (feet)  VERTCON   
 PY1254  ___________________________________________________________________
 PY1254  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 PY1254  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 PY1254
 PY1254  HORZ ORDER  -  THIRD
 PY1254
 PY1254.The horizontal coordinates were established by classical geodetic methods
 PY1254.and adjusted by the National Geodetic Survey in January 1997..
 PY1254
 PY1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1254
 PY1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1254
 PY1254.The geoid height was determined by GEOID03.
 PY1254
 PY1254;                    North         East     Units Scale Factor Converg.
 PY1254;SPC WYWC     -   488,911.889   461,541.309   MT  1.00017316   -1 14 13.7
 PY1254;UTM  12      - 4,970,627.545   539,267.762   MT  0.99961896   +0 21 03.3
 PY1254
 PY1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1254!SPC WYWC     -   0.99954612  x   1.00017316  =   0.99971921
 PY1254!UTM  12      -   0.99954612  x   0.99961896  =   0.99916526
 PY1254
 PY1254:                Primary Azimuth Mark                     Grid Az
 PY1254:SPC WYWC     -  COOK                                     230 02 41.8
 PY1254:UTM  12      -  COOK                                     228 27 24.8
 PY1254
 PY1254|---------------------------------------------------------------------|
 PY1254| PID    Reference Object                     Distance      Geod. Az  |
 PY1254|                                                           dddmmss.s |
 PY1254| PY1256 COOK                                APPROX. 7.6 KM 2284828.1 |
 PY1254|---------------------------------------------------------------------|
 PY1254
 PY1254                          SUPERSEDED SURVEY CONTROL
 PY1254
 PY1254  NAD 83(1993)-  44 53 16.75279(N)    110 30 09.87409(W) AD(       ) 3
 PY1254  NAD 83(1986)-  44 53 16.74265(N)    110 30 09.86040(W) AD(       ) 3
 PY1254  NAD 27      -  44 53 16.97707(N)    110 30 07.13120(W) AD(       ) 3
 PY1254  NGVD 29 (07/19/86) 2903.2    (m)         9525.     (f) VERT ANG       
 PY1254
 PY1254.Superseded values are not recommended for survey control.
 PY1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1254.See file dsdata.txt to determine how the superseded data were derived.
 PY1254
 PY1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ3926870628(NAD 83)
 PY1254_MARKER: DD = SURVEY DISK
 PY1254_SETTING: 0 = UNSPECIFIED SETTING
 PY1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1254
 PY1254  HISTORY     - Date     Condition        Report By
 PY1254  HISTORY     - 1955     MONUMENTED       USGS
 PY1254
 PY1254                          STATION DESCRIPTION
 PY1254
 PY1254'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1254'STATION LOCATED ABOUT 12 MI. (AIRLINE) SE. OF MAMMOTH, YELLOWSTONE
 PY1254'PARK, ON LOW MOUNTAIN LOCATED ON THE NE. END OF A RIDGE RUNNING TO
 PY1254'THE SW.
 PY1254'
 PY1254'FROM MAMMOTH POST OFFICE GO 7.5 MI. GENERALLY E. ALONG THE TOWER
 PY1254'JUNCTION ROAD TO A Y-RD. JUNCTION WITH SERVICE RD. ON RIGHT, GO 2.0
 PY1254'MI. GENERALLY SE. ON SERVICE RD. TO A POINT WHERE RIDGE FROM THE N.
 PY1254'SIDE OF MOUNTAIN TERMINATES.  BEGIN PACK UP RIDGE IN SW. DIRECTION,
 PY1254'THEN TURN S. AS RIDGE TURNS TOWARD THE TOP, ABOUT 4-HOUR PACK.
 PY1254'
 PY1254'STATION MARK--STANDARD TABLET, STAMPED ---PROSPECT 1955---, SET IN A
 PY1254'1 IN. IRON PIPE PROJECTING 6 IN. ABOVE GROUND.
 PY1254'
 PY1254'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0496 ***********************************************************************
 NR0496  DESIGNATION -  PROSPECTOR
 NR0496  PID         -  NR0496
 NR0496  STATE/COUNTY-  WY/FREMONT
 NR0496  USGS QUAD   -  GRAHAM RANCH (1984)
 NR0496
 NR0496                         *CURRENT SURVEY CONTROL
 NR0496  ___________________________________________________________________
 NR0496* NAD 83(1993)-  42 37 10.94297(N)    107 54 54.90474(W)     ADJUSTED  
 NR0496* NAVD 88     -      2268.2    (meters)    7442.     (feet)  VERTCON   
 NR0496  ___________________________________________________________________
 NR0496  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 NR0496  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 NR0496
 NR0496  HORZ ORDER  -  THIRD
 NR0496
 NR0496.The horizontal coordinates were established by classical geodetic methods
 NR0496.and adjusted by the National Geodetic Survey in January 1997..
 NR0496
 NR0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0496
 NR0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0496
 NR0496.The geoid height was determined by GEOID03.
 NR0496
 NR0496;                    North         East     Units Scale Factor Converg.
 NR0496;SPC WYWC     -   235,747.766   668,480.409   MT  0.99999518   +0 33 54.9
 NR0496;UTM  13      - 4,722,705.706   260,913.780   MT  1.00030333   -1 58 29.8
 NR0496
 NR0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0496!SPC WYWC     -   0.99964636  x   0.99999518  =   0.99964154
 NR0496!UTM  13      -   0.99964636  x   1.00030333  =   0.99994959
 NR0496
 NR0496:                Primary Azimuth Mark                     Grid Az
 NR0496:SPC WYWC     -  TIP                                      308 06 32.1
 NR0496:UTM  13      -  TIP                                      310 38 56.8
 NR0496
 NR0496|---------------------------------------------------------------------|
 NR0496| PID    Reference Object                     Distance      Geod. Az  |
 NR0496|                                                           dddmmss.s |
 NR0496| NR0499 TIP                                 APPROX. 8.8 KM 3084027.0 |
 NR0496|---------------------------------------------------------------------|
 NR0496
 NR0496                          SUPERSEDED SURVEY CONTROL
 NR0496
 NR0496  NAD 83(1986)-  42 37 10.92941(N)    107 54 54.90553(W) AD(       ) 3
 NR0496  NAD 27      -  42 37 11.08455(N)    107 54 52.60969(W) AD(       ) 3
 NR0496  NGVD 29 (07/19/86) 2267.1    (m)         7438.     (f) VERT ANG       
 NR0496
 NR0496.Superseded values are not recommended for survey control.
 NR0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0496.See file dsdata.txt to determine how the superseded data were derived.
 NR0496
 NR0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH6091422706(NAD 83)
 NR0496_MARKER: DD = SURVEY DISK
 NR0496_SETTING: 0 = UNSPECIFIED SETTING
 NR0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0496
 NR0496  HISTORY     - Date     Condition        Report By
 NR0496  HISTORY     - 1949     MONUMENTED       USGS
 NR0496
 NR0496                          STATION DESCRIPTION
 NR0496
 NR0496'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 NR0496'STATION LOCATED ABOUT 45 MI. SE. OF LANDER, WYOMING, 20 MI. SE. OF
 NR0496'SANDRAW, WYOMING, AND 1 MI. S. OF ABANDONED GOLD MINE.
 NR0496'
 NR0496'TO REACH FROM THE POST OFFICE IN LANDER, WYOMING, GO S. 1 BLOCK TO
 NR0496'MAIN STREET.  TURN LEFT AND GO SE. ON U.S. HIGHWAY 287 7.4 MI. TO
 NR0496'SOUTH PASS RD.  TAKE LEFT FORK AND CONTINUE SE. ON U.S. HIGHWAY 287
 NR0496'FOR 32.5 MI. TO BRIDGE OVER THE SWEETWATER RIVER.  CONTINUE 0.3 MI.
 NR0496'TO CROSSROADS.  TURN LEFT AND GO NE. 11.5 MI. ON OLD HIGHWAY TO
 NR0496'JUNCTION OF RD. N.  TURN LEFT AND GO N. 0.8 MI. TO WOODEN BRIDGE
 NR0496'OVER SWEETWATER RIVER, NEAR GRAHAMS RANCH HOUSE.  CROSS BRIDGE,
 NR0496'TAKE LEFT FORK (GRADED RD.) BY GARAGE AND GO N. 3.0 MI. TO RD. FORK.
 NR0496'TAKE RIGHT FORK AND CONTINUE N. FOR 2.5 MI. TO RD. FORK.  TAKE RIGHT
 NR0496'FORK FOR 0.1 MI. TO FENCE.  PASS THRU GATE AND CONTINUE E. AND NE.
 NR0496'FOR 1.9 MI. TO RD. FORK.  TAKE RIGHT FORK AND GO E. AND SE. 1.3 MI.
 NR0496'TO RD. FORK.  TURN RIGHT (S.) CROSS COUNTRY UP DRAIN TO BASE OF
 NR0496'MOUNTAIN AND END OF TRUCK TRAVEL.  GO UP RIDGE TO LEFT TO TOP OF
 NR0496'RIDGE AND STATION.
 NR0496'
 NR0496'STATION MARK--A STANDARD TABLET STAMPED ---PROSPECTOR 1949 VABM
 NR0496'7432---, SET IN A GRANITE OUTCROP.
 NR0496'
 NR0496'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED
 NR0496'---PROSPECTOR NO. 1 1949---, SET IN A GRANITE BOULDER, 22.09 FT. NW.
 NR0496'OF STATION MARK, S 51 DEG 55 MIN E.
 NR0496'
 NR0496'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED
 NR0496'---PROSPECTOR NO. 2 1949---, SET IN GRANITE OUTCROP, 23.73 FT. NE.
 NR0496'OF STATION MARK, S 52 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0568 ***********************************************************************
 NQ0568  DESIGNATION -  PSCTD 1
 NQ0568  PID         -  NQ0568
 NQ0568  STATE/COUNTY-  WY/CONVERSE
 NQ0568  USGS QUAD   -  DILTS RANCH (1973)
 NQ0568
 NQ0568                         *CURRENT SURVEY CONTROL
 NQ0568  ___________________________________________________________________
 NQ0568* NAD 83(1993)-  42 36 59.17756(N)    105 20 43.03274(W)     ADJUSTED  
 NQ0568* NAVD 88     -      1540.     (meters)    5052.     (feet)  SCALED    
 NQ0568  ___________________________________________________________________
 NQ0568  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 NQ0568  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 NQ0568
 NQ0568  HORZ ORDER  -  THIRD
 NQ0568
 NQ0568.The horizontal coordinates were established by classical geodetic methods
 NQ0568.and adjusted by the National Geodetic Survey in January 1997..
 NQ0568
 NQ0568.The orthometric height was scaled from a topographic map.
 NQ0568
 NQ0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0568
 NQ0568.The geoid height was determined by GEOID03.
 NQ0568
 NQ0568;                    North         East     Units Scale Factor Converg.
 NQ0568;SPC WY E     -   235,062.412   185,345.782   MT  0.99994014   -0 07 15.4
 NQ0568;UTM  13      - 4,718,280.119   471,681.797   MT  0.99960987   -0 14 01.6
 NQ0568
 NQ0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0568!SPC WY E     -   0.99976072  x   0.99994014  =   0.99970088
 NQ0568!UTM  13      -   0.99976072  x   0.99960987  =   0.99937069
 NQ0568
 NQ0568:                Primary Azimuth Mark                     Grid Az
 NQ0568:SPC WY E     -  CHALK                                    339 12 29.2
 NQ0568:UTM  13      -  CHALK                                    339 19 15.4
 NQ0568
 NQ0568|---------------------------------------------------------------------|
 NQ0568| PID    Reference Object                     Distance      Geod. Az  |
 NQ0568|                                                           dddmmss.s |
 NQ0568| NQ0564 CHALK                               APPROX. 6.0 KM 3390513.8 |
 NQ0568|---------------------------------------------------------------------|
 NQ0568
 NQ0568                          SUPERSEDED SURVEY CONTROL
 NQ0568
 NQ0568  NAD 83(1986)-  42 36 59.15757(N)    105 20 43.02131(W) AD(       ) 3
 NQ0568  NAD 27      -  42 36 59.27362(N)    105 20 41.08330(W) AD(       ) 3
 NQ0568
 NQ0568.Superseded values are not recommended for survey control.
 NQ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0568.See file dsdata.txt to determine how the superseded data were derived.
 NQ0568
 NQ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7168218280(NAD 83)
 NQ0568_MARKER: DD = SURVEY DISK
 NQ0568_SETTING: 0 = UNSPECIFIED SETTING
 NQ0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0568
 NQ0568  HISTORY     - Date     Condition        Report By
 NQ0568  HISTORY     - 1948     MONUMENTED       USGS
 NQ0568
 NQ0568                          STATION DESCRIPTION
 NQ0568
 NQ0568'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0568'LOCATED ABOUT 1/4 MI. S. OF THE SEC. COR. TO SEC. 26, 27, 34, AND 35,
 NQ0568'T 31 N, R 71 W.
 NQ0568'
 NQ0568'TO REACH FROM DOUGLAS, GO S. FROM POST OFFICE ON U.S. HIGHWAY 87 FOR
 NQ0568'0.7 MI. TO WHERE HIGHWAY TURNS E., GO STRAIGHT AHEAD S. AND FOLLOW
 NQ0568'THE ESTERBROOK RD. (MAIN RD.) FOR 10.9 MI. TO A T-RD. LEADING E.
 NQ0568'ACROSS CATTLEGUARD, TO THE DILTZ RANCH, GO E. 0.6 MI. TO CATTLEGUARD,
 NQ0568'CONTINUE 0.3 MI. TO A FORD ACROSS LABONTE CREEK, CONTINUE 0.1 MI. TO
 NQ0568'RANCH HOUSE, TURN TO LEFT AND GO AROUND RANCH HOUSE TO E. AND S. FOR
 NQ0568'0.2 MI. TO RD. FORK, TAKE LEFT FORK AND GO E. 0.3 MI. TO A 1/4 COR.,
 NQ0568'CONTINUE E. ALONG FIELD RD., GOING UP DRAIN AND RIDGE FOR 1.1 MI. TO
 NQ0568'A GATE IN E-W. FENCE, STATION IS ABOUT 150 FT. SE. AT ANGLE IN FENCE,
 NQ0568'ABOUT 80 FT. SW. OF A STANOLIN PIPELINE.
 NQ0568'
 NQ0568'STATION MARK--STANDARD TABLET STAMPED ---PSCTD-1 1948--- AND SET IN
 NQ0568'TOP OF A CONCRETE POST PROJECTING 2 IN. ABOVE GROUND, 2 FT. E. AND 1
 NQ0568'FT. S. OF ANGLE POINT IN FENCE, STATION MARK IS 113.80 FT. N. AND 3.5
 NQ0568'FT. ABOVE FENCE CORNER WHICH IS PHOTO POINT 22-160A.
 NQ0568'
 NQ0568'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER SET IN TOP OF CONCRETE
 NQ0568'POST PROJECTING 6 IN. ABOVE GROUND AND BEING 54.97 FT. S. OF STATION
 NQ0568'MARK, N 00 DEG 34 MIN W, AND 2 FT. E.
 NQ0568'OF FENCE.
 NQ0568'
 NQ0568'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN TOP OF CONCRETE
 NQ0568'POST PROJECTING 6 IN. ABOVE GROUND AND BEING 59.00 FT. NW. OF STATION
 NQ0568'MARK, S 39 DEG 28 MIN E, AND 2 FT. NE.
 NQ0568'OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0423 ***********************************************************************
 OV0423  DESIGNATION -  PUMP ET
 OV0423  PID         -  OV0423
 OV0423  STATE/COUNTY-  WY/WASHAKIE
 OV0423  USGS QUAD   -  HENRY DRAW (1978)
 OV0423
 OV0423                         *CURRENT SURVEY CONTROL
 OV0423  ___________________________________________________________________
 OV0423* NAD 83(1993)-  43 50 34.99607(N)    107 48 32.14720(W)     ADJUSTED  
 OV0423* NAVD 88     -      1481.1    (meters)    4859.     (feet)  VERTCON   
 OV0423  ___________________________________________________________________
 OV0423  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 OV0423  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 OV0423
 OV0423  HORZ ORDER  -  THIRD
 OV0423
 OV0423.The horizontal coordinates were established by classical geodetic methods
 OV0423.and adjusted by the National Geodetic Survey in January 1997..
 OV0423
 OV0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0423
 OV0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0423
 OV0423.The geoid height was determined by GEOID03.
 OV0423
 OV0423;                    North         East     Units Scale Factor Converg.
 OV0423;SPC WYEC     -   471,422.028   361,756.182   MT  0.99995548   -0 19 46.0
 OV0423;UTM  13      - 4,858,277.029   274,199.975   MT  1.00022715   -1 56 47.5
 OV0423
 OV0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0423!SPC WYEC     -   0.99976981  x   0.99995548  =   0.99972530
 OV0423!UTM  13      -   0.99976981  x   1.00022715  =   0.99999691
 OV0423
 OV0423:                Primary Azimuth Mark                     Grid Az
 OV0423:SPC WYEC     -  NOWATER                                  164 39 32.9
 OV0423:UTM  13      -  NOWATER                                  166 16 34.4
 OV0423
 OV0423|---------------------------------------------------------------------|
 OV0423| PID    Reference Object                     Distance      Geod. Az  |
 OV0423|                                                           dddmmss.s |
 OV0423| OV0422 NOWATER                             APPROX. 9.7 KM 1641946.9 |
 OV0423|---------------------------------------------------------------------|
 OV0423
 OV0423                          SUPERSEDED SURVEY CONTROL
 OV0423
 OV0423  NAD 83(1986)-  43 50 34.98084(N)    107 48 32.14446(W) AD(       ) 3
 OV0423  NAD 27      -  43 50 35.13667(N)    107 48 29.82909(W) AD(       ) 3
 OV0423  NGVD 29 (07/19/86) 1480.3    (m)         4857.     (f) VERT ANG       
 OV0423
 OV0423.Superseded values are not recommended for survey control.
 OV0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0423.See file dsdata.txt to determine how the superseded data were derived.
 OV0423
 OV0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ7420058277(NAD 83)
 OV0423_MARKER: DD = SURVEY DISK
 OV0423_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0423_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OV0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0423
 OV0423  HISTORY     - Date     Condition        Report By
 OV0423  HISTORY     - 1966     MONUMENTED       USGS
 OV0423
 OV0423                          STATION DESCRIPTION
 OV0423
 OV0423'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0423'STATION IS LOCATED ABOUT 12.5 MI. S. AND 7.5 MI. E. OF WORLAND,
 OV0423'WASHAKIE COUNTY, WYOMING.
 OV0423'
 OV0423'TO REACH STATION FROM THE COURTHOUSE IN WORLAND, PROCEED W. 0.6 MI. TO
 OV0423'THE JUNCTION OF SOUTH FLAT SECONDARY NO. 2201 WITH U.S. HIGHWAY 16,
 OV0423'GO S. 2.4 MI. ALONG PAVED SECONDARY TO BEND AND GRADED RD. S.,
 OV0423'CONTINUE S. 1.0 MI. TO SHARP BEND LEFT, TURN LEFT AND GO GENERALLY S.
 OV0423'AND E. ALONG MAIN GRADED RD. 12.1 MI. TO RD. FORK AT RIDGE CREST, TURN
 OV0423'LEFT 1.5 MI. TO RD. FORKS, TAKE RIGHT FORK AND THEN LEFT FORK TO OIL
 OV0423'TANKS 0.8 MI., CONTINUE E. 0.2 MI. ALONG RIDGE TO THE HIGHEST POINT
 OV0423'AND STATION.
 OV0423'
 OV0423'STATION MARK--STANDARD USGS ALUMINUM TABLET, CEMENTED IN IRON PIPE,
 OV0423'SET IN CONCRETE, STAMPED ---PUMP ET 1966---.
 OV0423'
 OV0423'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0323 ***********************************************************************
 OV0323  DESIGNATION -  PUMPKIN
 OV0323  PID         -  OV0323
 OV0323  STATE/COUNTY-  WY/JOHNSON
 OV0323  USGS QUAD   -  THE NIPPLE (1953)
 OV0323
 OV0323                         *CURRENT SURVEY CONTROL
 OV0323  ___________________________________________________________________
 OV0323* NAD 83(1993)-  43 58 59.28461(N)    106 06 32.87484(W)     ADJUSTED  
 OV0323* NAVD 88     -      1426.7    (meters)    4681.     (feet)  VERTCON   
 OV0323  ___________________________________________________________________
 OV0323  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 OV0323  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 OV0323  OBS GRAVITY -     980,086.6   (mgal)                       GRAV_OBS
 OV0323
 OV0323  HORZ ORDER  -  THIRD
 OV0323  VERT ORDER  -  THIRD ? (See Below)
 OV0323
 OV0323.The horizontal coordinates were established by classical geodetic methods
 OV0323.and adjusted by the National Geodetic Survey in January 1997..
 OV0323
 OV0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0323.The vertical order pertains to the NGVD 29 superseded value.
 OV0323
 OV0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0323
 OV0323.The geoid height was determined by GEOID03.
 OV0323.The observed gravity was obtained from relative gravimeter ties
 OV0323.to the IGSN71 gravity network.
 OV0323
 OV0323;                    North         East     Units Scale Factor Converg.
 OV0323;SPC WYEC     -   487,604.159   498,210.486   MT  1.00005609   +0 51 00.8
 OV0323;SPC WY E     -   387,307.348   124,391.641   MT  1.00000778   -0 39 16.3
 OV0323;UTM  13      - 4,870,597.556   411,050.944   MT  0.99969731   -0 46 13.0
 OV0323
 OV0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0323!SPC WYEC     -   0.99977861  x   1.00005609  =   0.99983468
 OV0323!SPC WY E     -   0.99977861  x   1.00000778  =   0.99978638
 OV0323!UTM  13      -   0.99977861  x   0.99969731  =   0.99947598
 OV0323
 OV0323:                Primary Azimuth Mark                     Grid Az
 OV0323:SPC WYEC     -  CONEY                                    234 37 50.9
 OV0323:SPC WY E     -  CONEY                                    236 08 08.0
 OV0323:UTM  13      -  CONEY                                    236 15 04.7
 OV0323
 OV0323|---------------------------------------------------------------------|
 OV0323| PID    Reference Object                     Distance      Geod. Az  |
 OV0323|                                                           dddmmss.s |
 OV0323| OV0328 CONEY                               APPROX. 7.4 KM 2352851.7 |
 OV0323|---------------------------------------------------------------------|
 OV0323
 OV0323                          SUPERSEDED SURVEY CONTROL
 OV0323
 OV0323  NAD 83(1986)-  43 58 59.26488(N)    106 06 32.84741(W) AD(       ) 3
 OV0323  NAD 27      -  43 58 59.34694(N)    106 06 30.78938(W) AD(       ) 3
 OV0323  NGVD 29 (07/19/86) 1426.0    (m)         4678.     (f) LEVELING    3  
 OV0323
 OV0323.Superseded values are not recommended for survey control.
 OV0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0323.See file dsdata.txt to determine how the superseded data were derived.
 OV0323
 OV0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ1105170598(NAD 83)
 OV0323_MARKER: DD = SURVEY DISK
 OV0323_SETTING: 0 = UNSPECIFIED SETTING
 OV0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0323
 OV0323  HISTORY     - Date     Condition        Report By
 OV0323  HISTORY     - 1952     MONUMENTED       USGS
 OV0323
 OV0323                          STATION DESCRIPTION
 OV0323
 OV0323'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OV0323'LOCATED NEAR THE MIDDLE OF THE WESTERN MOST AND HIGHEST BUTTE OF TWO
 OV0323'SMALL PROMINENT BUTTES.
 OV0323'
 OV0323'TO REACH FROM SUSSEX SCHOOL, TURN LEFT ON COUNTY RD. FOR 19.7 MI. TO
 OV0323'T-RD., TURN RIGHT 1.3 MI. TO Y-FORK AT THE IRRIGARY RANCH HOUSE, TURN
 OV0323'LEFT ON DIM RD. FOR 0.4 MI., TURN SHARP LEFT UP HILL AND GO 0.6 MI.
 OV0323'TO Y-FORK, TRUN LEFT 0.2 MI. TO RIVER CROSSING, 0.5 MI. E. AFTER
 OV0323'CROSSING IS A T-RD. IN FRONT OF OLD BUILDINGS.  TURN LEFT 0.2 MI. TO
 OV0323'GATE IN SMALL SADDLE, GO 0.6 MI. ALONG DIM TRAIL TO BREAK OF HILLS,
 OV0323'CONTINUE ALONG DIM TRAIL 2.5 MI. TO SADDLE BELOW BUTTE, GO 0.1 MI.
 OV0323'TO TOP AND STATION.
 OV0323'
 OV0323'STATION MARK--STANDARD BRONZE DISK, SET IN TOP OF CONCRETE POST,
 OV0323'STAMPED ---PUMPKIN 1952---.
 OV0323'
 OV0323'REFERENCE MARK NO. 1--STANDARD REFERENCE DISK, SET IN SANDSTONE
 OV0323'OUTCROP, STAMPED ---PUMPKIN NO. 1 1952---, 55.12 FT. DISTANT,
 OV0323'S 74 DEG 20 MIN E.
 OV0323'
 OV0323'REFERENCE MARK NO. 2--A STEEL ROD, IN CONCRETE POST, 39.85 FT.
 OV0323'DISTANT, N 22 DEG 49 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0361 ***********************************************************************
 OV0361  DESIGNATION -  PURDY
 OV0361  PID         -  OV0361
 OV0361  STATE/COUNTY-  WY/JOHNSON
 OV0361  USGS QUAD   -  ANTELOPE DRAW (1981)
 OV0361
 OV0361                         *CURRENT SURVEY CONTROL
 OV0361  ___________________________________________________________________
 OV0361* NAD 83(1993)-  43 59 19.60105(N)    106 36 39.14667(W)     ADJUSTED  
 OV0361* NAVD 88     -      1566.4    (meters)    5139.     (feet)  VERTCON   
 OV0361  ___________________________________________________________________
 OV0361  LAPLACE CORR-         -14.22  (seconds)                    DEFLEC99
 OV0361  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 OV0361  OBS GRAVITY -     980,036.2   (mgal)                       GRAV_OBS
 OV0361
 OV0361  HORZ ORDER  -  THIRD
 OV0361
 OV0361.The horizontal coordinates were established by classical geodetic methods
 OV0361.and adjusted by the National Geodetic Survey in January 1997..
 OV0361
 OV0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0361
 OV0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0361
 OV0361.The geoid height was determined by GEOID03.
 OV0361.The observed gravity was obtained from relative gravimeter ties
 OV0361.to the IGSN71 gravity network.
 OV0361
 OV0361;                    North         East     Units Scale Factor Converg.
 OV0361;SPC WYEC     -   487,756.271   457,953.062   MT  0.99997879   +0 30 06.4
 OV0361;UTM  13      - 4,871,887.782   370,824.634   MT  0.99980523   -1 07 08.2
 OV0361
 OV0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0361!SPC WYEC     -   0.99975648  x   0.99997879  =   0.99973528
 OV0361!UTM  13      -   0.99975648  x   0.99980523  =   0.99956176
 OV0361
 OV0361:                Primary Azimuth Mark                     Grid Az
 OV0361:SPC WYEC     -  RENO                                     162 42 07.4
 OV0361:UTM  13      -  RENO                                     164 19 22.0
 OV0361
 OV0361|---------------------------------------------------------------------|
 OV0361| PID    Reference Object                     Distance      Geod. Az  |
 OV0361|                                                           dddmmss.s |
 OV0361| OV0360 RENO                                APPROX. 6.8 KM 1631213.8 |
 OV0361|---------------------------------------------------------------------|
 OV0361
 OV0361                          SUPERSEDED SURVEY CONTROL
 OV0361
 OV0361  NAD 83(1986)-  43 59 19.58727(N)    106 36 39.11717(W) AD(       ) 3
 OV0361  NAD 27      -  43 59 19.65739(N)    106 36 36.95257(W) AD(       ) 3
 OV0361  NGVD 29 (07/19/86) 1565.6    (m)         5136.     (f) VERT ANG       
 OV0361
 OV0361.Superseded values are not recommended for survey control.
 OV0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0361.See file dsdata.txt to determine how the superseded data were derived.
 OV0361
 OV0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ7082571888(NAD 83)
 OV0361_MARKER: DD = SURVEY DISK
 OV0361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OV0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0361
 OV0361  HISTORY     - Date     Condition        Report By
 OV0361  HISTORY     - 1958     MONUMENTED       USGS
 OV0361
 OV0361                          STATION DESCRIPTION
 OV0361
 OV0361'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0361'STATION IS LOCATED ABOUT 14.0 MI. AIR NE. OF MAYWORTH AND ABOUT 19.5
 OV0361'MI. AIR N. OF KAYCEE, WYOMING.
 OV0361'
 OV0361'TO REACH STATION FROM KAYCEE POST OFFICE, FOLLOW U.S.HIGHWAY 87 N.
 OV0361'FOR 20.1 MI. TO T-RD. E., TAKE MAIN TRAVELED RD. E. FOR 5.0 MI. TO A
 OV0361'T-TRAIL SE.TAKE TRAIL S.E. 0.5 MI. TO A Y-FORK, TAKE LEFT FORK 0.4 MI.
 OV0361'TO Y-RD. FORK, TAKE DIM TRAIL N. AT SADDLE FOR 0.5 MI. TO END OF TRUCK
 OV0361'TRAVEL.  FROM HERE ABOUT A 5 MINUTE PACK N.E. TO TOP OF HIGHEST HILL
 OV0361'AND STATION SITE.
 OV0361'
 OV0361'STATION MARK - STANDARD TABLET RIVETED AND CEMENTED IN A 3 IN. PIPE
 OV0361'PROJECTING 0.6 FT. ABOVE GROUND, STAMPED ---PURDY 1958---.
 OV0361'
 OV0361'REFERENCE MARKS NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1262 ***********************************************************************
 PY1262  DESIGNATION -  PURPLE
 PY1262  PID         -  PY1262
 PY1262  STATE/COUNTY-  WY/TETON
 PY1262  USGS QUAD   -  MADISON JUNCTION (1986)
 PY1262
 PY1262                         *CURRENT SURVEY CONTROL
 PY1262  ___________________________________________________________________
 PY1262* NAD 83(1993)-  44 39 35.54008(N)    110 51 30.32609(W)     ADJUSTED  
 PY1262* NAVD 88     -      2571.9    (meters)    8438.     (feet)  VERTCON   
 PY1262  ___________________________________________________________________
 PY1262  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 PY1262  GEOID HEIGHT-          -8.78  (meters)                     GEOID03
 PY1262
 PY1262  HORZ ORDER  -  SECOND
 PY1262
 PY1262.The horizontal coordinates were established by classical geodetic methods
 PY1262.and adjusted by the National Geodetic Survey in January 1997..
 PY1262
 PY1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1262
 PY1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1262
 PY1262.The geoid height was determined by GEOID03.
 PY1262
 PY1262;                    North         East     Units Scale Factor Converg.
 PY1262;SPC WY W     -   562,361.133   738,529.891   MT  0.99998395   -0 32 41.4
 PY1262;UTM  12      - 4,945,177.395   511,224.181   MT  0.99960155   +0 05 58.2
 PY1262
 PY1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1262!SPC WY W     -   0.99959828  x   0.99998395  =   0.99958224
 PY1262!UTM  12      -   0.99959828  x   0.99960155  =   0.99919999
 PY1262
 PY1262:                Primary Azimuth Mark                     Grid Az
 PY1262:SPC WY W     -  MT HOLMES LOOKOUT HOUSE                  001 16 24.1
 PY1262:UTM  12      -  MT HOLMES LOOKOUT HOUSE                  000 37 44.5
 PY1262
 PY1262|---------------------------------------------------------------------|
 PY1262| PID    Reference Object                     Distance      Geod. Az  |
 PY1262|                                                           dddmmss.s |
 PY1262| PY1267 MT HOLMES LOOKOUT HOUSE             APPROX.17.7 KM 0004342.7 |
 PY1262| CQ6357 PURPLE RM 1                           5.645 METERS 13600     |
 PY1262| CQ6358 PURPLE RM 2                          13.771 METERS 30434     |
 PY1262| PY1261 PURPLE MTN LOOKOUT HOUSE             23.219 METERS 35149     |
 PY1262|---------------------------------------------------------------------|
 PY1262
 PY1262                          SUPERSEDED SURVEY CONTROL
 PY1262
 PY1262  NAD 83(1993)-  44 39 35.54013(N)    110 51 30.32645(W) AD(       ) 2
 PY1262  NAD 83(1986)-  44 39 35.53614(N)    110 51 30.31482(W) AD(       ) 2
 PY1262  NAD 27      -  44 39 35.77200(N)    110 51 27.55900(W) AD(       ) 2
 PY1262  NGVD 29 (07/19/86) 2570.6    (m)         8434.     (f) VERT ANG       
 PY1262
 PY1262.Superseded values are not recommended for survey control.
 PY1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1262.See file dsdata.txt to determine how the superseded data were derived.
 PY1262
 PY1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1122445177(NAD 83)
 PY1262_MARKER: DS = TRIANGULATION STATION DISK
 PY1262_SETTING: 66 = SET IN ROCK OUTCROP
 PY1262
 PY1262  HISTORY     - Date     Condition        Report By
 PY1262  HISTORY     - 1950     MONUMENTED       CGS
 PY1262  HISTORY     - 1955     GOOD             USGS
 PY1262
 PY1262                          STATION DESCRIPTION
 PY1262
 PY1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PY1262'STATION IS ON A HIGH RIDGE NORTH OF THE MADISON RIVER.  12 MILES
 PY1262'EAST OF WEST YELLOWSTONE.  AND 1.5 MILES NORTH OF THE MADISON
 PY1262'JUNCTION RANGER STATION.  IT IS ABOUT 1 MILE EAST OF THE HIGHEST
 PY1262'POINT KNOWN AS PURPLE MOUNTAIN, 68 FEET SOUTH OF THE SOUTHEAST
 PY1262'CORNER OF THE PURPLE MOUNTAIN LOOKOUT HOUSE.  STATION IS A
 PY1262'BRONZE DISK SET IN BEDROCK THAT IS 6 INCHES BELOW THE SURFACE
 PY1262'OF THE GROUND.  THE DISK IS STAMPED PURPLE 1950.
 PY1262'
 PY1262'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET FLUSH IN BEDROCK
 PY1262'AND THE DISK IS STAMPED PURPLE NO 1 1950.
 PY1262'
 PY1262'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET FLUSH IN
 PY1262'BEDROCK AND THE DISK IS STAMPED PURPLE NO 2 1950.
 PY1262'
 PY1262'TO REACH FROM THE ROAD INTERSECTION AT MADISON JUNCTION.  GO
 PY1262'NORTHEAST FOR 0.35 MILE TO A DIRT ROAD ON THE LEFT, TURN LEFT
 PY1262'ON DIRT ROAD FOR 0.25 MILE TO AN OLD GRAVEL PIT AND THE END OF
 PY1262'TRUCK TRAVEL.  FROM HERE FOLLOW THE WINDING TRAIL TO THE TOP
 PY1262'AND THE LOOKOUT HOUSE AND STATION.  A 2-HOUR PACK.
 PY1262
 PY1262                          STATION RECOVERY (1955)
 PY1262
 PY1262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PY1262'RECOVERED.
 PY1262'
 PY1262'STATION MARK--BRONZE DISK, SET IN BEDROCK THAT IS 6 IN. BELOW THE
 PY1262'SURFACE OF THE GROUND, STAMPED ---PURPLE 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1261 ***********************************************************************
 PY1261  DESIGNATION -  PURPLE MTN LOOKOUT HOUSE
 PY1261  PID         -  PY1261
 PY1261  STATE/COUNTY-  WY/TETON
 PY1261  USGS QUAD   -  MADISON JUNCTION (1986)
 PY1261
 PY1261                         *CURRENT SURVEY CONTROL
 PY1261  ___________________________________________________________________
 PY1261* NAD 83(1993)-  44 39 36.28462(N)    110 51 30.47614(W)     ADJUSTED  
 PY1261* NAVD 88     -      2579.     (meters)    8461.     (feet)  VERTCON   
 PY1261  ___________________________________________________________________
 PY1261  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 PY1261  GEOID HEIGHT-          -8.78  (meters)                     GEOID03
 PY1261
 PY1261  HORZ ORDER  -  SECOND
 PY1261
 PY1261.The horizontal coordinates were established by classical geodetic methods
 PY1261.and adjusted by the National Geodetic Survey in January 1997..
 PY1261
 PY1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1261
 PY1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1261
 PY1261.The geoid height was determined by GEOID03.
 PY1261
 PY1261;                    North         East     Units Scale Factor Converg.
 PY1261;SPC WY W     -   562,384.146   738,526.804   MT  0.99998395   -0 32 41.5
 PY1261;UTM  12      - 4,945,200.362   511,220.836   MT  0.99960155   +0 05 58.1
 PY1261
 PY1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1261!SPC WY W     -   0.99959712  x   0.99998395  =   0.99958108
 PY1261!UTM  12      -   0.99959712  x   0.99960155  =   0.99919883
 PY1261
 PY1261                          SUPERSEDED SURVEY CONTROL
 PY1261
 PY1261  NAD 83(1993)-  44 39 36.28465(N)    110 51 30.47650(W) AD(       ) 2
 PY1261  NAD 83(1986)-  44 39 36.28068(N)    110 51 30.46487(W) AD(       ) 2
 PY1261  NAD 27      -  44 39 36.51700(N)    110 51 27.70900(W) AD(       ) 2
 PY1261  NGVD 29 (07/19/86) 2578.     (m)         8458.     (f) VERT ANG       
 PY1261
 PY1261.Superseded values are not recommended for survey control.
 PY1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1261.See file dsdata.txt to determine how the superseded data were derived.
 PY1261
 PY1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1122145200(NAD 83)
 PY1261_MARKER: 73 = LOOKOUT HOUSE
 PY1261
 PY1261  HISTORY     - Date     Condition        Report By
 PY1261  HISTORY     - 1950     FIRST OBSERVED   CGS
 PY1261
 PY1261                          STATION DESCRIPTION
 PY1261
 PY1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PY1261'STATION IS THE TOP CENTER OF THE LOOKOUT HOUSE LOCATED ON PURPLE
 PY1261'MOUNTAIN WHICH IS ABOUT 1-1/2 MILES AIR LINE NORTH OF MADISON
 PY1261'JUNCTION IN YELLOWSTONE NATIONAL PARK.  THE LOOKOUT IS A
 PY1261'ONE-STORY, SQUARE, WOOD STRUCTURE.  THE TOP CENTER OF THE ROOF
 PY1261'WAS THE POINT MEASURED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0299 ***********************************************************************
 OW0299  DESIGNATION -  PUTNEY
 OW0299  PID         -  OW0299
 OW0299  STATE/COUNTY-  WY/HOT SPRINGS
 OW0299  USGS QUAD   -  CRATER SINK (1985)
 OW0299
 OW0299                         *CURRENT SURVEY CONTROL
 OW0299  ___________________________________________________________________
 OW0299* NAD 83(1993)-  43 47 26.11216(N)    108 44 15.05980(W)     ADJUSTED  
 OW0299* NAVD 88     -      2063.9    (meters)    6771.     (feet)  VERTCON   
 OW0299  ___________________________________________________________________
 OW0299  LAPLACE CORR-         -16.33  (seconds)                    DEFLEC99
 OW0299  GEOID HEIGHT-         -11.31  (meters)                     GEOID03
 OW0299
 OW0299  HORZ ORDER  -  THIRD
 OW0299
 OW0299.The horizontal coordinates were established by classical geodetic methods
 OW0299.and adjusted by the National Geodetic Survey in January 1997..
 OW0299
 OW0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0299
 OW0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0299
 OW0299.The geoid height was determined by GEOID03.
 OW0299
 OW0299;                    North         East     Units Scale Factor Converg.
 OW0299;SPC WYWC     -   365,482.898   601,004.697   MT  0.99993751   +0 00 31.1
 OW0299;UTM  12      - 4,851,102.003   682,031.454   MT  1.00000757   +1 33 58.0
 OW0299
 OW0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0299!SPC WYWC     -   0.99967825  x   0.99993751  =   0.99961578
 OW0299!UTM  12      -   0.99967825  x   1.00000757  =   0.99968581
 OW0299
 OW0299:                Primary Azimuth Mark                     Grid Az
 OW0299:SPC WYWC     -  MORANTS                                  231 48 01.0
 OW0299:UTM  12      -  MORANTS                                  230 14 34.1
 OW0299
 OW0299|---------------------------------------------------------------------|
 OW0299| PID    Reference Object                     Distance      Geod. Az  |
 OW0299|                                                           dddmmss.s |
 OW0299| OW0301 MORANTS                             APPROX. 9.0 KM 2314832.1 |
 OW0299|---------------------------------------------------------------------|
 OW0299
 OW0299                          SUPERSEDED SURVEY CONTROL
 OW0299
 OW0299  NAD 83(1986)-  43 47 26.10084(N)    108 44 15.05373(W) AD(       ) 3
 OW0299  NAD 27      -  43 47 26.25950(N)    108 44 12.60521(W) AD(       ) 3
 OW0299  NGVD 29 (07/19/86) 2062.8    (m)         6768.     (f) VERT ANG       
 OW0299
 OW0299.Superseded values are not recommended for survey control.
 OW0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0299.See file dsdata.txt to determine how the superseded data were derived.
 OW0299
 OW0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP8203151102(NAD 83)
 OW0299
 OW0299  HISTORY     - Date     Condition        Report By
 OW0299  HISTORY     - UNK      MONUMENTED
 OW0299  HISTORY     - 1954     GOOD             USGS
 OW0299
 OW0299                          STATION DESCRIPTION
 OW0299
 OW0299'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (JFS)
 OW0299'THIS IS AN OLD USGS STATION ESTABLISHED BY USGS IN 1904.
 OW0299'THE STATION MARK TABLET WAS FOUND IN GOOD CONDITION
 OW0299'BUT UNSTAMPED.  IT WAS STAMPED BY THIS PARTY.  TWO NEW REFERENCE MARKS
 OW0299'WERE SET.
 OW0299'
 OW0299'FOLLOWING DESCRIPTION, LOCATED APPROXIMATELY 26
 OW0299'MI. AIR SSE. OF MEETEETSE, APPROXIMATELY 3 MI. NE. OF THE RHODES
 OW0299'RANCH, APPROXIMATELY 2 MI. N. OF COTTONWOOD CREEK, APPROXIMATELY 1 MI.
 OW0299'N. OF S. BRANCH OF WAGONHOUND CREEK, ON A PROMINIENT BARE HILL IN SEC.
 OW0299'T.44 N., R.99 W., TO REACH FROM THE POST OFFICE AT MEETEETSE, GO SE.
 OW0299'ON STATE HIGHWAY 120 FOR 31.9 MI. TO A STEEL TRUSS BRIDGE OVER
 OW0299'COTTONWOOD CREEK, THEN 0.4 MI. TO A GRAVELED RD. ON RIGHT, GO RIGHT W.
 OW0299'FOR 2.6 MI. ON THE GRAVELED RD. TO WOODEN BRIDGE OVER COTTONWOOD CREEK
 OW0299'GO SW. FOR 3.3 MI. TO AN OILED RD. LEADING S. TO HAMILTON DOME OIL
 OW0299'FIELD,  GO SW. ON GRAVELED RD. ALONG THE DIVIDE BETWEEN COTTONWOOD
 OW0299'CREEK AND WAGONHOUND CREEK FOR 6.4 MI. TO A POINT WHERE THE RD. ENTERS
 OW0299'THE BED OF COTTONWOOD CREEK, GO SW. FOR 0.8 MI. TO THE WOODEN BRIDGE
 OW0299'OVER COTTONWOOD CREEK, GO SW. FOR 0.5 MI. TO AN IRON GATE AND POINT
 OW0299'WHERE THE RD. LEADS ONTO A LOW DIVIDE BETWEEN COTTONWOOD CREEK AND OWL
 OW0299'CREEK, THEN SW. ON WINDING RD. ALONG THE DIVIDE FOR 4.1 MI. TO
 OW0299'CROSSROAD W. OF AN IRON GATE, GO RIGHT NW. FOR 2.0 MI. TO A FORD
 OW0299'ACROSS COTTONWOOD CREEK NEAR THE RHODES RANCH, THROUGH THE RANCH
 OW0299'BUILDINGS AND E. ON A DIM OIL EXPLORATION RD. FOR 4.5 MI. TO A FORK IN
 OW0299'THE DRAIN NW. OF THE STATION.  THE STATION CAN BE REACHED FROM THIS
 OW0299'POINT IN A FOUR WHEEL DRIVE VEHICLE BY DRIVING 1.1 MI. E. AND S. UP
 OW0299'THE SLOPE OF THE HILL TO THE STATION.
 OW0299'
 OW0299'STATION MARK - STANDARD TABLET STAMPED ---PUTNEY 1904 1954--- CEMENTED
 OW0299'IN ROCK.
 OW0299'
 OW0299'REFERENCE MARK NO.1 - STANDARD TABLET STAMPED ---PUTNEY 1904 1954
 OW0299'R.M.1 ---CEMENTED IN A DUG IN BOULDER 21.72 FT., S 77 DEG 25 MIN E.
 OW0299'
 OW0299'REFERENCE MARK NO.2 - STANDARD TABLET STAMPED ---PUTNEY 1904 1954
 OW0299'R.M.2 ---CEMENTED IN A DUG IN BOULDER 15.84 FT., N 18 DEG 06 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1088 ***********************************************************************
 MO1088  DESIGNATION -  PWCA 1
 MO1088  PID         -  MO1088
 MO1088  STATE/COUNTY-  WY/LARAMIE
 MO1088  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO1088
 MO1088                         *CURRENT SURVEY CONTROL
 MO1088  ___________________________________________________________________
 MO1088* NAD 83(1993)-  41 14 25.80268(N)    104 49 57.61015(W)     ADJUSTED  
 MO1088* NAVD 88     -      1941.     (meters)    6368.     (feet)  SCALED    
 MO1088  ___________________________________________________________________
 MO1088  LAPLACE CORR-         -10.76  (seconds)                    DEFLEC99
 MO1088  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 MO1088
 MO1088  HORZ ORDER  -  THIRD
 MO1088
 MO1088.The horizontal coordinates were established by classical geodetic methods
 MO1088.and adjusted by the National Geodetic Survey in January 1997..
 MO1088
 MO1088.The orthometric height was scaled from a topographic map.
 MO1088
 MO1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1088
 MO1088.The geoid height was determined by GEOID03.
 MO1088
 MO1088;                    North         East     Units Scale Factor Converg.
 MO1088;SPC WY E     -    82,282.301   227,996.793   MT  0.99994714   +0 13 12.6
 MO1088;UTM  13      - 4,565,468.982   514,021.478   MT  0.99960242   +0 06 37.1
 MO1088
 MO1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1088!SPC WY E     -   0.99969813  x   0.99994714  =   0.99964529
 MO1088!UTM  13      -   0.99969813  x   0.99960242  =   0.99930067
 MO1088
 MO1088:                Primary Azimuth Mark                     Grid Az
 MO1088:SPC WY E     -  P O                                      217 28 17.2
 MO1088:UTM  13      -  P O                                      217 34 52.7
 MO1088
 MO1088|---------------------------------------------------------------------|
 MO1088| PID    Reference Object                     Distance      Geod. Az  |
 MO1088|                                                           dddmmss.s |
 MO1088| MO1089 P O                                 APPROX. 3.7 KM 2174129.8 |
 MO1088|---------------------------------------------------------------------|
 MO1088
 MO1088                          SUPERSEDED SURVEY CONTROL
 MO1088
 MO1088  NAD 83(1986)-  41 14 25.78693(N)    104 49 57.60835(W) AD(       ) 3
 MO1088  NAD 27      -  41 14 25.86037(N)    104 49 55.72165(W) AD(       ) 3
 MO1088
 MO1088.Superseded values are not recommended for survey control.
 MO1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1088.See file dsdata.txt to determine how the superseded data were derived.
 MO1088
 MO1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1402165469(NAD 83)
 MO1088_MARKER: DD = SURVEY DISK
 MO1088_SETTING: 0 = UNSPECIFIED SETTING
 MO1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1088
 MO1088  HISTORY     - Date     Condition        Report By
 MO1088  HISTORY     - 1947     MONUMENTED       USGS
 MO1088  HISTORY     - 1960     GOOD             USGS
 MO1088
 MO1088                          STATION DESCRIPTION
 MO1088
 MO1088'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1088'STATION IS LOCATED NEAR CENTER AND E. EDGE OF SEC. 25, T 15 N, R 67 W,
 MO1088'ON RIDGE ABOUT 0.3 MI. W. OF U.S. HIGHWAY 87.
 MO1088'
 MO1088'TO REACH FROM CHEYENNE POST OFFICE, GO N. ON U.S. HIGHWAYS 87 AND 85
 MO1088'7.8 MI. TO A Y OF U.S. HIGHWAYS 87 AND 85.  TURN LEFT THRU WIRE GATE
 MO1088'AND GO W. 0.3 MI. UP RIDGE TO STATION.  STATION IS ON A SMALL TOP OF
 MO1088'RIDGE.
 MO1088
 MO1088                          STATION RECOVERY (1960)
 MO1088
 MO1088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1088'STATION MARK--STANDARD TABLET, SET IN A CONCRETE POST, STAMPED
 MO1088'---PWCA-1 1947---.
 MO1088'
 MO1088'REFERENCE MARK NO. 1--3/4-IN. IRON ROD, 45.56 FT. ESE. OF STATION.
 MO1088'
 MO1088'REFERENCE MARK NO. 2--3/4-IN. IRON ROD, 44.66 FT. SW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0390 ***********************************************************************
 NR0390  DESIGNATION -  PYRAMID
 NR0390  PID         -  NR0390
 NR0390  STATE/COUNTY-  WY/CARBON
 NR0390  USGS QUAD   -  LEO (1982)
 NR0390
 NR0390                         *CURRENT SURVEY CONTROL
 NR0390  ___________________________________________________________________
 NR0390* NAD 83(1993)-  42 20 31.69827(N)    106 52 19.73778(W)     ADJUSTED  
 NR0390* NAVD 88     -      2531.6    (meters)    8306.     (feet)  VERTCON   
 NR0390  ___________________________________________________________________
 NR0390  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 NR0390  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 NR0390
 NR0390  HORZ ORDER  -  THIRD
 NR0390
 NR0390.The horizontal coordinates were established by classical geodetic methods
 NR0390.and adjusted by the National Geodetic Survey in January 1997..
 NR0390
 NR0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0390
 NR0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0390
 NR0390.The geoid height was determined by GEOID03.
 NR0390
 NR0390;                    North         East     Units Scale Factor Converg.
 NR0390;SPC WYEC     -   304,681.931   438,001.742   MT  0.99995526   +0 18 38.3
 NR0390;UTM  13      - 4,689,461.954   345,783.773   MT  0.99989262   -1 15 40.5
 NR0390
 NR0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0390!SPC WYEC     -   0.99960508  x   0.99995526  =   0.99956036
 NR0390!UTM  13      -   0.99960508  x   0.99989262  =   0.99949774
 NR0390
 NR0390:                Primary Azimuth Mark                     Grid Az
 NR0390:SPC WYEC     -  PEDRO                                    140 59 31.8
 NR0390:UTM  13      -  PEDRO                                    142 33 50.6
 NR0390
 NR0390|---------------------------------------------------------------------|
 NR0390| PID    Reference Object                     Distance      Geod. Az  |
 NR0390|                                                           dddmmss.s |
 NR0390| NR0389 PEDRO                               APPROX. 4.9 KM 1411810.1 |
 NR0390|---------------------------------------------------------------------|
 NR0390
 NR0390                          SUPERSEDED SURVEY CONTROL
 NR0390
 NR0390  NAD 83(1986)-  42 20 31.68433(N)    106 52 19.72409(W) AD(       ) 3
 NR0390  NAD 27      -  42 20 31.83443(N)    106 52 17.56686(W) AD(       ) 3
 NR0390  NGVD 29 (09/08/93) 2530.6    (m)         8302.     (f) VERT ANG       
 NR0390
 NR0390.Superseded values are not recommended for survey control.
 NR0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0390.See file dsdata.txt to determine how the superseded data were derived.
 NR0390
 NR0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4578489462(NAD 83)
 NR0390_MARKER: DD = SURVEY DISK
 NR0390_SETTING: 66 = SET IN ROCK OUTCROP
 NR0390_SP_SET: SET IN ROCK OUTCROP
 NR0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0390+STABILITY: POSITION/ELEVATION WELL
 NR0390
 NR0390  HISTORY     - Date     Condition        Report By
 NR0390  HISTORY     - 1948     MONUMENTED       USGS
 NR0390
 NR0390                          STATION DESCRIPTION
 NR0390
 NR0390'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0390'STATION LOCATED ABOUT 9 MI. NW. OF LEO POST OFFICE, ABOUT TWO MI. E.
 NR0390'OF PATHFINDER RESERVOIR, ON TOP OF HIGHEST WOODED TOP LOCALLY KNOWN
 NR0390'AS PYRAMID PEAK.
 NR0390'
 NR0390'TO REACH FROM ALCOVA, FROM THE BRIDGE OVER THE NORTH PLATTE RIVER JUST
 NR0390'BELOW THE ALCOVA DAM, GO S. ON THE KORTES DAM RD. FOR 10.8 MI. TO A
 NR0390'CROSSROADS, TURN RIGHT AND GO W. ON THE PEDRO RD. FOR 5.4 MI. TO RD.
 NR0390'FORK, TURN LEFT AND GO S. ALONG RD. ON TOP OF RIDGE FOR 3.7 MI. TO A
 NR0390'DIM RD. FORK RIGHT, OR W. (AT GREEN SECONDARY TRIANGULATION STATION),
 NR0390'TURN RIGHT AND GO W., CROSSING SMALL CREEK, FOR 0.5 MI. TO A GATE,
 NR0390'GO THRU GATE AND TURN LEFT S. AND FOLLOW FIELD RD. S. AND SW. UP
 NR0390'RIDGE FOR 1.1 MI. TO END OF TRUCK TRAVEL, PROCEED ON FOOT IN SW.
 NR0390'DIRECTION THRU WOODS TO W. AND HIGHEST PEAK AND STATION.
 NR0390'
 NR0390'STATION MARK--A STANDARD TABLET STAMPED ---PYRAMID 1948--- AND SET
 NR0390'IN SOLID ROCK ON HIGHEST PART OF TOP.
 NR0390'
 NR0390'REFERENCE MARKS--STANDARD REFERENCE TABLETS SET IN SOLID ROCK.
 NR0390'
 NR0390'REFERENCE MARK NO. 1--20.50 FT. FROM STATION, N 32 DEG 10 MIN E,
 NR0390'STAMPED ---PYRAMID NO. 1 1948---.
 NR0390'
 NR0390'REFERENCE MARK NO. 2--22.23 FT. FROM STATION, N 61 DEG 48 MIN W,
 NR0390'STAMPED ---PYRAMID NO. 2 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0271 ***********************************************************************
 NQ0271  DESIGNATION -  Q 1
 NQ0271  PID         -  NQ0271
 NQ0271  STATE/COUNTY-  WY/PLATTE
 NQ0271  USGS QUAD   -  GLENDO (1978)
 NQ0271
 NQ0271                         *CURRENT SURVEY CONTROL
 NQ0271  ___________________________________________________________________
 NQ0271* NAD 83(1986)-  42 35 40.     (N)    105 04 50.     (W)     SCALED    
 NQ0271* NAVD 88     -      1433.800  (meters)    4704.06   (feet)  ADJUSTED  
 NQ0271  ___________________________________________________________________
 NQ0271  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 NQ0271  DYNAMIC HT  -        1432.941 (meters)    4701.24  (feet)  COMP
 NQ0271  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 NQ0271
 NQ0271  VERT ORDER  -  FIRST     CLASS II
 NQ0271
 NQ0271.The horizontal coordinates were scaled from a topographic map and have
 NQ0271.an estimated accuracy of +/- 6 seconds.
 NQ0271
 NQ0271.The orthometric height was determined by differential leveling
 NQ0271.and adjusted by the National Geodetic Survey in June 1991..
 NQ0271
 NQ0271.The geoid height was determined by GEOID03.
 NQ0271
 NQ0271.The dynamic height is computed by dividing the NAVD 88
 NQ0271.geopotential number by the normal gravity value computed on the
 NQ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0271.degrees latitude (g = 980.6199 gals.).
 NQ0271
 NQ0271.The modeled gravity was interpolated from observed gravity values.
 NQ0271
 NQ0271;                    North         East    Units  Estimated Accuracy
 NQ0271;SPC WY E     -   232,610.      207,070.      MT  (+/- 180 meters Scaled)
 NQ0271
 NQ0271                          SUPERSEDED SURVEY CONTROL
 NQ0271
 NQ0271  NGVD 29 (??/??/92) 1433.01   (m)         4701.5    (f) COMPUTED    1 2
 NQ0271
 NQ0271.Superseded values are not recommended for survey control.
 NQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0271.See file dsdata.txt to determine how the superseded data were derived.
 NQ0271
 NQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH933157(NAD 83)
 NQ0271_MARKER: Z = SEE DESCRIPTION
 NQ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0271+STABILITY: SURFACE MOTION
 NQ0271
 NQ0271  HISTORY     - Date     Condition        Report By
 NQ0271  HISTORY     - UNK      MONUMENTED       CGS
 NQ0271  HISTORY     - 1956     MARK NOT FOUND   NGS
 NQ0271
 NQ0271                          STATION DESCRIPTION
 NQ0271
 NQ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0271'1 MI S FROM BONA.
 NQ0271'1 MILE SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NQ0271'FROM BONA, PLATTE COUNTY, BETWEEN THE THIRD AND FOURTH POLES
 NQ0271'SOUTH OF MILE POLE 147, 10 FEET NORTH OF THE FOURTH POLE, AND
 NQ0271'25 FEET EAST OF THE TRACK.  THE BOTTOM OF A SQUARE HOLE IN THE
 NQ0271'TOP OF A SANDSTONE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0138 ***********************************************************************
 OU0138  DESIGNATION -  Q 100
 OU0138  PID         -  OU0138
 OU0138  STATE/COUNTY-  WY/NIOBRARA
 OU0138  USGS QUAD   -  FUNNY ROCK (1981)
 OU0138
 OU0138                         *CURRENT SURVEY CONTROL
 OU0138  ___________________________________________________________________
 OU0138* NAD 83(1986)-  43 07 42.     (N)    104 32 43.     (W)     SCALED    
 OU0138* NAVD 88     -      1367.256  (meters)    4485.74   (feet)  ADJUSTED  
 OU0138  ___________________________________________________________________
 OU0138  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 OU0138  DYNAMIC HT  -        1366.554 (meters)    4483.44  (feet)  COMP
 OU0138  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 OU0138
 OU0138  VERT ORDER  -  SECOND    CLASS 0
 OU0138
 OU0138.The horizontal coordinates were scaled from a topographic map and have
 OU0138.an estimated accuracy of +/- 6 seconds.
 OU0138
 OU0138.The orthometric height was determined by differential leveling
 OU0138.and adjusted by the National Geodetic Survey in June 1991..
 OU0138
 OU0138.The geoid height was determined by GEOID03.
 OU0138
 OU0138.The dynamic height is computed by dividing the NAVD 88
 OU0138.geopotential number by the normal gravity value computed on the
 OU0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0138.degrees latitude (g = 980.6199 gals.).
 OU0138
 OU0138.The modeled gravity was interpolated from observed gravity values.
 OU0138
 OU0138;                    North         East    Units  Estimated Accuracy
 OU0138;SPC WY E     -   292,100.      250,560.      MT  (+/- 180 meters Scaled)
 OU0138
 OU0138                          SUPERSEDED SURVEY CONTROL
 OU0138
 OU0138  NGVD 29 (??/??/92) 1366.562  (m)         4483.46   (f) ADJ UNCH    2 0
 OU0138
 OU0138.Superseded values are not recommended for survey control.
 OU0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0138.See file dsdata.txt to determine how the superseded data were derived.
 OU0138
 OU0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH369751(NAD 83)
 OU0138_MARKER: DB = BENCH MARK DISK
 OU0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0138_STAMPING: Q 100 1956
 OU0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0138+STABILITY: SURFACE MOTION
 OU0138
 OU0138  HISTORY     - Date     Condition        Report By
 OU0138  HISTORY     - 1956     MONUMENTED       CGS
 OU0138  HISTORY     - 1957     GOOD             NGS
 OU0138  HISTORY     - 1976     GOOD             USGS
 OU0138
 OU0138                          STATION DESCRIPTION
 OU0138
 OU0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0138'13 MI N FROM LANCE CREEK.
 OU0138'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0138'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0138'THENCE 4.55 MILES NORTHWEST ALONG A WINDING TRACK ROAD, 0.15 MILE
 OU0138'NORTH OF A JUNCTION WITH A TRACK ROAD LEADING NORTHEAST, AT THE
 OU0138'TOP OF A HILL, 73 FEET WEST OF THE CENTER LINE OF A TRACK ROAD,
 OU0138'2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 OU0138'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 4,
 OU0138'TOWNSHIP 36 NORTH, RANGE 64 WEST.
 OU0138
 OU0138                          STATION RECOVERY (1976)
 OU0138
 OU0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0138'LANCE CREEK POST OFFICE, 7.0 MI EAST FROM ALONG STATE HWY. 270,
 OU0138'THENCE, 5.95 MILES NORTH ALONG GRADED DIRT ROAD, IN SEC. 4, T 36 N.,
 OU0138'R 64 W., 0.15 MILE NORTH OF A ROAD JUNCTION LEADING NORTHEAST, AT THE
 OU0138'TOP OF A HILL, 73 FEET WEST OF GRADED ROAD, SET IN THE TOP OF A
 OU0138'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND. A STANDARD
 OU0138'DISK STAMPED "Q 100 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0066 ***********************************************************************
 MP0066  DESIGNATION -  Q 101
 MP0066  PID         -  MP0066
 MP0066  STATE/COUNTY-  WY/ALBANY
 MP0066  USGS QUAD   -  CENTENNIAL (1992)
 MP0066
 MP0066                         *CURRENT SURVEY CONTROL
 MP0066  ___________________________________________________________________
 MP0066* NAD 83(1986)-  41 15 10.     (N)    106 08 06.     (W)     SCALED    
 MP0066* NAVD 88     -      2409.318  (meters)    7904.57   (feet)  ADJUSTED  
 MP0066  ___________________________________________________________________
 MP0066  GEOID HEIGHT-         -10.69  (meters)                     GEOID03
 MP0066  DYNAMIC HT  -        2407.027 (meters)    7897.05  (feet)  COMP
 MP0066  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 MP0066
 MP0066  VERT ORDER  -  FIRST     CLASS II
 MP0066
 MP0066.The horizontal coordinates were scaled from a topographic map and have
 MP0066.an estimated accuracy of +/- 6 seconds.
 MP0066
 MP0066.The orthometric height was determined by differential leveling
 MP0066.and adjusted by the National Geodetic Survey in June 1991..
 MP0066
 MP0066.The geoid height was determined by GEOID03.
 MP0066
 MP0066.The dynamic height is computed by dividing the NAVD 88
 MP0066.geopotential number by the normal gravity value computed on the
 MP0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0066.degrees latitude (g = 980.6199 gals.).
 MP0066
 MP0066.The modeled gravity was interpolated from observed gravity values.
 MP0066
 MP0066;                    North         East    Units  Estimated Accuracy
 MP0066;SPC WY E     -    84,040.      118,850.      MT  (+/- 180 meters Scaled)
 MP0066
 MP0066                          SUPERSEDED SURVEY CONTROL
 MP0066
 MP0066  NGVD 29 (??/??/92) 2408.074  (m)         7900.49   (f) ADJ UNCH    1 2
 MP0066
 MP0066.Superseded values are not recommended for survey control.
 MP0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0066.See file dsdata.txt to determine how the superseded data were derived.
 MP0066
 MP0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF049674(NAD 83)
 MP0066_MARKER: DB = BENCH MARK DISK
 MP0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0066_STAMPING: Q 101 1956
 MP0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0066+STABILITY: SURFACE MOTION
 MP0066
 MP0066  HISTORY     - Date     Condition        Report By
 MP0066  HISTORY     - 1956     MONUMENTED       CGS
 MP0066
 MP0066                          STATION DESCRIPTION
 MP0066
 MP0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0066'3.3 MI S FROM CENTENNIAL.
 MP0066'3.3 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0066'RAILROAD FROM THE STATION AT CENTENNIAL, 46.8 FEET WEST OF THE WEST
 MP0066'RAIL, 15 FEET SOUTHWEST OF MILEPOST 33, 3.9 FEET SOUTH OF A FENCE, 3.4
 MP0066'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0066'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 22, TOWNSHIP 15 NORTH,
 MP0066'RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0152 ***********************************************************************
 MO0152  DESIGNATION -  Q 102
 MO0152  PID         -  MO0152
 MO0152  STATE/COUNTY-  WY/LARAMIE
 MO0152  USGS QUAD   -  EMKAY (1978)
 MO0152
 MO0152                         *CURRENT SURVEY CONTROL
 MO0152  ___________________________________________________________________
 MO0152* NAD 83(1986)-  41 06 01.     (N)    105 00 25.     (W)     SCALED    
 MO0152* NAVD 88     -      2067.768  (meters)    6784.00   (feet)  ADJUSTED  
 MO0152  ___________________________________________________________________
 MO0152  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 MO0152  DYNAMIC HT  -        2065.921 (meters)    6777.94  (feet)  COMP
 MO0152  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 MO0152
 MO0152  VERT ORDER  -  FIRST     CLASS II
 MO0152
 MO0152.The horizontal coordinates were scaled from a topographic map and have
 MO0152.an estimated accuracy of +/- 6 seconds.
 MO0152
 MO0152.The orthometric height was determined by differential leveling
 MO0152.and adjusted by the National Geodetic Survey in June 1991..
 MO0152
 MO0152.The geoid height was determined by GEOID03.
 MO0152
 MO0152.The dynamic height is computed by dividing the NAVD 88
 MO0152.geopotential number by the normal gravity value computed on the
 MO0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0152.degrees latitude (g = 980.6199 gals.).
 MO0152
 MO0152.The modeled gravity was interpolated from observed gravity values.
 MO0152
 MO0152;                    North         East    Units  Estimated Accuracy
 MO0152;SPC WY E     -    66,670.      213,420.      MT  (+/- 180 meters Scaled)
 MO0152
 MO0152                          SUPERSEDED SURVEY CONTROL
 MO0152
 MO0152  NGVD 29 (??/??/92) 2066.69   (m)         6780.5    (f) COMPUTED    1 2
 MO0152
 MO0152.Superseded values are not recommended for survey control.
 MO0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0152.See file dsdata.txt to determine how the superseded data were derived.
 MO0152
 MO0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF994498(NAD 83)
 MO0152_MARKER: DB = BENCH MARK DISK
 MO0152_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MO0152+WITH SETTING: PAVEMENT
 MO0152_STAMPING: Q 102 1956
 MO0152_MARK LOGO: CGS   
 MO0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0152+STABILITY: SURFACE MOTION
 MO0152
 MO0152  HISTORY     - Date     Condition        Report By
 MO0152  HISTORY     - 1956     MONUMENTED       CGS
 MO0152  HISTORY     - 1983     GOOD             NGS
 MO0152
 MO0152                          STATION DESCRIPTION
 MO0152
 MO0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0152'1.6 MI W FROM BORIE.
 MO0152'1.0 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0152'AT BORIE, THENCE 0.55 MILE NORTHWEST ALONG A PRIVATE GRAVELED
 MO0152'ROAD, 5.4 FEET WEST OF THE SOUTH CORNER OF THE TRANSMITTER
 MO0152'BUILDING AT TELEVISION STATION KFBC, 0.5 FOOT ABOVE THE GROUND,
 MO0152'SET IN THE TOP OF THE CENTER OF THE CONCRETE BASE OF A 483 FOOT
 MO0152'TOWER, IN SECTION 15, TOWNSHIP 13 NORTH, RANGE 68 WEST.
 MO0152
 MO0152                          STATION RECOVERY (1983)
 MO0152
 MO0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0152'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0152'NORTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE
 MO0152'HIGHWAY 80 IN CHEYENNE, THENCE 17.3 KM (10.75 MI) WESTERLY ALONG THE
 MO0152'UNION PACIFIC RAILROAD, THENCE 0.9 KM (0.55 MI) NORTHWEST ALONG A
 MO0152'GRAVELED ROAD.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0104 ***********************************************************************
 MQ0104  DESIGNATION -  Q 103
 MQ0104  PID         -  MQ0104
 MQ0104  STATE/COUNTY-  WY/SWEETWATER
 MQ0104  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0104
 MQ0104                         *CURRENT SURVEY CONTROL
 MQ0104  ___________________________________________________________________
 MQ0104* NAD 83(1986)-  41 41 13.     (N)    108 50 27.     (W)     SCALED    
 MQ0104* NAVD 88     -      1980.745  (meters)    6498.49   (feet)  ADJUSTED  
 MQ0104  ___________________________________________________________________
 MQ0104  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 MQ0104  DYNAMIC HT  -        1979.071 (meters)    6493.00  (feet)  COMP
 MQ0104  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 MQ0104
 MQ0104  VERT ORDER  -  FIRST     CLASS II
 MQ0104
 MQ0104.The horizontal coordinates were scaled from a topographic map and have
 MQ0104.an estimated accuracy of +/- 6 seconds.
 MQ0104
 MQ0104.The orthometric height was determined by differential leveling
 MQ0104.and adjusted by the National Geodetic Survey in June 1991..
 MQ0104
 MQ0104.The geoid height was determined by GEOID03.
 MQ0104
 MQ0104.The dynamic height is computed by dividing the NAVD 88
 MQ0104.geopotential number by the normal gravity value computed on the
 MQ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0104.degrees latitude (g = 980.6199 gals.).
 MQ0104
 MQ0104.The modeled gravity was interpolated from observed gravity values.
 MQ0104
 MQ0104;                    North         East    Units  Estimated Accuracy
 MQ0104;SPC WYWC     -   131,810.      592,440.      MT  (+/- 180 meters Scaled)
 MQ0104
 MQ0104                          SUPERSEDED SURVEY CONTROL
 MQ0104
 MQ0104  NGVD 29 (??/??/92) 1979.406  (m)         6494.10   (f) ADJ UNCH    1 2
 MQ0104
 MQ0104.Superseded values are not recommended for survey control.
 MQ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0104.See file dsdata.txt to determine how the superseded data were derived.
 MQ0104
 MQ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM796172(NAD 83)
 MQ0104_MARKER: DB = BENCH MARK DISK
 MQ0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0104_SP_SET: ABUTMENT
 MQ0104_STAMPING: Q 103 1956
 MQ0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0104
 MQ0104  HISTORY     - Date     Condition        Report By
 MQ0104  HISTORY     - 1956     MONUMENTED       CGS
 MQ0104  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0104
 MQ0104                          STATION DESCRIPTION
 MQ0104
 MQ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0104'2.9 MI W FROM POINT OF ROCKS.
 MQ0104'2.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0104'AT POINT OF ROCKS, 98 FEET NORTHEAST OF MILEPOST 780, 6.5 FEET NORTH
 MQ0104'OF THE NORTH RAIL OF THE NORTH TRACK, 1.5 FEET BELOW THE TOP OF THE
 MQ0104'RAILS, SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A
 MQ0104'BRIDGE, IN SECTION 30, TOWNSHIP 20 NORTH, RANGE 101 WEST.
 MQ0104
 MQ0104                          STATION RECOVERY (1983)
 MQ0104
 MQ0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0104'THERE IS NOW A METAL PIPE CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0798 ***********************************************************************
 NQ0798  DESIGNATION -  Q 104 RESET
 NQ0798  PID         -  NQ0798
 NQ0798  STATE/COUNTY-  WY/NIOBRARA
 NQ0798  USGS QUAD   -  REYNOLDS SPRING (1974)
 NQ0798
 NQ0798                         *CURRENT SURVEY CONTROL
 NQ0798  ___________________________________________________________________
 NQ0798* NAD 83(1986)-  42 44 56.     (N)    104 23 38.     (W)     SCALED    
 NQ0798* NAVD 88     -      1508.44   (meters)    4948.9    (feet)  RESET     
 NQ0798  ___________________________________________________________________
 NQ0798  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NQ0798
 NQ0798  VERT ORDER  -  THIRD
 NQ0798
 NQ0798.The horizontal coordinates were scaled from a topographic map and have
 NQ0798.an estimated accuracy of +/- 6 seconds.
 NQ0798
 NQ0798.The orthometric height was computed from unverified reset data.
 NQ0798
 NQ0798.The geoid height was determined by GEOID03.
 NQ0798
 NQ0798;                    North         East    Units  Estimated Accuracy
 NQ0798;SPC WY E     -   250,050.      263,270.      MT  (+/- 180 meters Scaled)
 NQ0798
 NQ0798                          SUPERSEDED SURVEY CONTROL
 NQ0798
 NQ0798  NGVD 29 (03/28/06) 1507.76   (m)         4946.7    (f) RESET       3  
 NQ0798
 NQ0798.Superseded values are not recommended for survey control.
 NQ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0798.See file dsdata.txt to determine how the superseded data were derived.
 NQ0798
 NQ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH496331(NAD 83)
 NQ0798_MARKER: DV = VERTICAL CONTROL DISK
 NQ0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0798_SP_SET: CONCRETE POST
 NQ0798_STAMPING: Q 104 RESET 1980
 NQ0798_MARK LOGO: NGS   
 NQ0798_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0798+STABILITY: SURFACE MOTION
 NQ0798
 NQ0798  HISTORY     - Date     Condition        Report By
 NQ0798  HISTORY     - 1980     MONUMENTED       NGS
 NQ0798
 NQ0798                          STATION DESCRIPTION
 NQ0798
 NQ0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0798'3.2 MILES (5.1 KM) EAST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NQ0798'FROM THE STATION IN LUSK, ACROSS US HIGHWAY 20, SOUTH FROM MILEPOST
 NQ0798'488, 97 FEET (29.6 M) SOUTH OF CENTER OF HIGHWAY 20, 8 INCHES NORTH
 NQ0798'OF A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0246 ***********************************************************************
 NQ0246  DESIGNATION -  Q 105 RESET
 NQ0246  PID         -  NQ0246
 NQ0246  STATE/COUNTY-  WY/CONVERSE
 NQ0246  USGS QUAD   -  SHAWNEE (1961)
 NQ0246
 NQ0246                         *CURRENT SURVEY CONTROL
 NQ0246  ___________________________________________________________________
 NQ0246* NAD 83(1986)-  42 43 53.     (N)    105 02 28.     (W)     SCALED    
 NQ0246* NAVD 88     -      1515.28   (meters)    4971.4    (feet)  RESET     
 NQ0246  ___________________________________________________________________
 NQ0246  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 NQ0246
 NQ0246  VERT ORDER  -  THIRD
 NQ0246
 NQ0246.The horizontal coordinates were scaled from a topographic map and have
 NQ0246.an estimated accuracy of +/- 6 seconds.
 NQ0246
 NQ0246.The orthometric height was computed from unverified reset data.
 NQ0246.No vertical observational check was made to the station.
 NQ0246
 NQ0246.The geoid height was determined by GEOID03.
 NQ0246
 NQ0246;                    North         East    Units  Estimated Accuracy
 NQ0246;SPC WY E     -   247,820.      210,280.      MT  (+/- 180 meters Scaled)
 NQ0246
 NQ0246                          SUPERSEDED SURVEY CONTROL
 NQ0246
 NQ0246  NGVD 29 (??/??/??) 1514.49   (m)         4968.8    (f) RESET       3  
 NQ0246
 NQ0246.Superseded values are not recommended for survey control.
 NQ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0246.See file dsdata.txt to determine how the superseded data were derived.
 NQ0246
 NQ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH966309(NAD 83)
 NQ0246_MARKER: DB = BENCH MARK DISK
 NQ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0246_STAMPING: Q 105 RESET 1961
 NQ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0246+STABILITY: SURFACE MOTION
 NQ0246
 NQ0246  HISTORY     - Date     Condition        Report By
 NQ0246  HISTORY     - 1961     MONUMENTED       WYHD
 NQ0246  HISTORY     - 1962     GOOD             NGS
 NQ0246
 NQ0246                          STATION DESCRIPTION
 NQ0246
 NQ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NQ0246'2 MI SW FROM SHAWNEE.
 NQ0246'2.0 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0246'FROM THE STATION AT SHAWNEE, 17 POLES NORTHEAST OF MILEPOST 523,
 NQ0246'AT THE SOUTHWEST END OF A CUT, AT THE NORTHEAST END OF A LONG
 NQ0246'FILL, 99 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 20,
 NQ0246'50 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 21.5 FEET NORTHEAST OF
 NQ0246'A TELEPHONE POLE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN
 NQ0246'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 NQ0246'GROUND.  IN SECTION 20, TOWNSHIP 32 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0538 ***********************************************************************
 MO0538  DESIGNATION -  Q 108
 MO0538  PID         -  MO0538
 MO0538  STATE/COUNTY-  WY/LARAMIE
 MO0538  USGS QUAD   -  SILVER CROWN (1978)
 MO0538
 MO0538                         *CURRENT SURVEY CONTROL
 MO0538  ___________________________________________________________________
 MO0538* NAD 83(1986)-  41 10 32.     (N)    105 01 38.     (W)     SCALED    
 MO0538* NAVD 88     -      1947.149  (meters)    6388.27   (feet)  ADJUSTED  
 MO0538  ___________________________________________________________________
 MO0538  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 MO0538  DYNAMIC HT  -        1945.398 (meters)    6382.53  (feet)  COMP
 MO0538  MODELED GRAV-     979,655.8   (mgal)                       NAVD 88
 MO0538
 MO0538  VERT ORDER  -  FIRST     CLASS II
 MO0538
 MO0538.The horizontal coordinates were scaled from a topographic map and have
 MO0538.an estimated accuracy of +/- 6 seconds.
 MO0538
 MO0538.The orthometric height was determined by differential leveling
 MO0538.and adjusted by the National Geodetic Survey in June 1991..
 MO0538
 MO0538.The geoid height was determined by GEOID03.
 MO0538
 MO0538.The dynamic height is computed by dividing the NAVD 88
 MO0538.geopotential number by the normal gravity value computed on the
 MO0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0538.degrees latitude (g = 980.6199 gals.).
 MO0538
 MO0538.The modeled gravity was interpolated from observed gravity values.
 MO0538
 MO0538;                    North         East    Units  Estimated Accuracy
 MO0538;SPC WY E     -    75,030.      211,700.      MT  (+/- 180 meters Scaled)
 MO0538
 MO0538                          SUPERSEDED SURVEY CONTROL
 MO0538
 MO0538  NGVD 29 (??/??/92) 1946.059  (m)         6384.70   (f) ADJ UNCH    1 2
 MO0538
 MO0538.Superseded values are not recommended for survey control.
 MO0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0538.See file dsdata.txt to determine how the superseded data were derived.
 MO0538
 MO0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF977582(NAD 83)
 MO0538_MARKER: DB = BENCH MARK DISK
 MO0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0538_SP_SET: RETAINING WALL
 MO0538_STAMPING: Q 108 1954
 MO0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0538
 MO0538  HISTORY     - Date     Condition        Report By
 MO0538  HISTORY     - 1954     MONUMENTED       CGS
 MO0538
 MO0538                          STATION DESCRIPTION
 MO0538
 MO0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0538'8.9 MI SE FROM FEDERAL.
 MO0538'8.9 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0538'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, 0.65 MILE SOUTHEAST
 MO0538'OF THE OLD STATION AT SILVER CROWN, 310 FEET NORTHWEST OF THE
 MO0538'NORTHWEST RAIL, 150 FEET NORTHWEST OF A FENCE, 13 FEET SOUTHEAST
 MO0538'OF THE CENTER LINE OF A TRACK ROAD, SET IN THE TOP OF THE CENTER
 MO0538'OF A CONCRETE RETAINING WALL ACROSS A DRY WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0357 ***********************************************************************
 MO0357  DESIGNATION -  Q 109
 MO0357  PID         -  MO0357
 MO0357  STATE/COUNTY-  WY/LARAMIE
 MO0357  USGS QUAD   -  FARTHING (1978)
 MO0357
 MO0357                         *CURRENT SURVEY CONTROL
 MO0357  ___________________________________________________________________
 MO0357* NAD 83(1986)-  41 34 34.     (N)    105 12 04.     (W)     SCALED    
 MO0357* NAVD 88     -      1898.509  (meters)    6228.69   (feet)  ADJUSTED  
 MO0357  ___________________________________________________________________
 MO0357  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 MO0357  DYNAMIC HT  -        1896.966 (meters)    6223.63  (feet)  COMP
 MO0357  MODELED GRAV-     979,742.3   (mgal)                       NAVD 88
 MO0357
 MO0357  VERT ORDER  -  FIRST     CLASS II
 MO0357
 MO0357.The horizontal coordinates were scaled from a topographic map and have
 MO0357.an estimated accuracy of +/- 6 seconds.
 MO0357
 MO0357.The orthometric height was determined by differential leveling
 MO0357.and adjusted by the National Geodetic Survey in June 1991..
 MO0357
 MO0357.The geoid height was determined by GEOID03.
 MO0357
 MO0357.The dynamic height is computed by dividing the NAVD 88
 MO0357.geopotential number by the normal gravity value computed on the
 MO0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0357.degrees latitude (g = 980.6199 gals.).
 MO0357
 MO0357.The modeled gravity was interpolated from observed gravity values.
 MO0357
 MO0357;                    North         East    Units  Estimated Accuracy
 MO0357;SPC WY E     -   119,500.      197,130.      MT  (+/- 180 meters Scaled)
 MO0357
 MO0357                          SUPERSEDED SURVEY CONTROL
 MO0357
 MO0357  NGVD 29 (??/??/92) 1897.519  (m)         6225.44   (f) ADJ UNCH    1 2
 MO0357
 MO0357.Superseded values are not recommended for survey control.
 MO0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0357.See file dsdata.txt to determine how the superseded data were derived.
 MO0357
 MO0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG832027(NAD 83)
 MO0357_MARKER: DB = BENCH MARK DISK
 MO0357_SETTING: 66 = SET IN ROCK OUTCROP
 MO0357_SP_SET: LIMESTONE OUTCROP
 MO0357_STAMPING: Q 109 1954
 MO0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0357+STABILITY: POSITION/ELEVATION WELL
 MO0357
 MO0357  HISTORY     - Date     Condition        Report By
 MO0357  HISTORY     - 1954     MONUMENTED       CGS
 MO0357
 MO0357                          STATION DESCRIPTION
 MO0357
 MO0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0357'2 MI NE FROM FARTHING.
 MO0357'2.05 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0357'FROM THE STATION AT FARTHING, 0.4 MILE SOUTH OF MILEPOST 165, 61.6
 MO0357'FEET EAST OF THE EAST RAIL, 13 FEET EAST OF A FENCE, 6 FEET ABOVE
 MO0357'THE TOP OF THE RAILS, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP
 MO0357'OF A 3 X 4 FOOT LIMESTONE OUTCROP, ON THE NORTHWEST SLOPE OF A ROCKY
 MO0357'HILL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0026 ***********************************************************************
 PY0026  DESIGNATION -  Q 11
 PY0026  PID         -  PY0026
 PY0026  STATE/COUNTY-  WY/PARK
 PY0026  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0026
 PY0026                         *CURRENT SURVEY CONTROL
 PY0026  ___________________________________________________________________
 PY0026* NAD 83(1986)-  44 52 00.     (N)    110 24 32.     (W)     SCALED    
 PY0026* NAVD 88     -      2234.822  (meters)    7332.08   (feet)  ADJUSTED  
 PY0026  ___________________________________________________________________
 PY0026  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY0026  DYNAMIC HT  -        2233.477 (meters)    7327.67  (feet)  COMP
 PY0026  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 PY0026
 PY0026  VERT ORDER  -  FIRST     CLASS II
 PY0026
 PY0026.The horizontal coordinates were scaled from a topographic map and have
 PY0026.an estimated accuracy of +/- 6 seconds.
 PY0026
 PY0026.The orthometric height was determined by differential leveling
 PY0026.and adjusted by the National Geodetic Survey in June 1991..
 PY0026
 PY0026.The geoid height was determined by GEOID03.
 PY0026
 PY0026.The dynamic height is computed by dividing the NAVD 88
 PY0026.geopotential number by the normal gravity value computed on the
 PY0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0026.degrees latitude (g = 980.6199 gals.).
 PY0026
 PY0026.The modeled gravity was interpolated from observed gravity values.
 PY0026
 PY0026;                    North         East    Units  Estimated Accuracy
 PY0026;SPC WYWC     -   486,390.      468,910.      MT  (+/- 180 meters Scaled)
 PY0026
 PY0026                          SUPERSEDED SURVEY CONTROL
 PY0026
 PY0026  NGVD 29 (08/20/92) 2233.485  (m)         7327.69   (f) ADJUSTED    1 2
 PY0026
 PY0026.Superseded values are not recommended for survey control.
 PY0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0026.See file dsdata.txt to determine how the superseded data were derived.
 PY0026
 PY0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ466683(NAD 83)
 PY0026_MARKER: DB = BENCH MARK DISK
 PY0026_SETTING: 80 = SET IN A BOULDER
 PY0026_SP_SET: BOULDER
 PY0026_STAMPING: Q 11 1923
 PY0026_MARK LOGO: CGS   
 PY0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0026+STABILITY: SURFACE MOTION
 PY0026
 PY0026  HISTORY     - Date     Condition        Report By
 PY0026  HISTORY     - UNK      MONUMENTED       CGS
 PY0026  HISTORY     - 1958     GOOD             USGS
 PY0026  HISTORY     - 1987     GOOD             NGS
 PY0026
 PY0026                          STATION DESCRIPTION
 PY0026
 PY0026'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0026'5.1 MI S FROM TOWER JUNCTION.
 PY0026'DUNRAVEN PASS, 7.9 MILES NORTH OF CANYON JUNCTION-TOWER JUNCTION ROAD.
 PY0026'AT THE SOUTHERN TANGENT OF A LONG CURVE TO THE EAST.  6 FEET WEST OF
 PY0026'THE CENTER OF A LARGE PINE TREE AND 48 FEET WEST OF THE CENTERLINE OF
 PY0026'HIGHWAY AND 6 FEET HIGHER.  A STANDARD U.S.C. AND G.S. DISK IN LARGE
 PY0026'ROCK.  NOTE-- NOT STAMPED.
 PY0026
 PY0026                          STATION RECOVERY (1987)
 PY0026
 PY0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0026'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.4 KM
 PY0026'(5.85 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION HIGHWAY FROM
 PY0026'THE RANGER STATION IN TOWER JUNCTION, SET VERTICALLY NEAR THE CENTER
 PY0026'OF A 3 BY 3 FOOT BOULDER THAT PROJECTS 8-INCHES ABOVE THE GROUND
 PY0026'SURFACE, 88.0 M (288.7 FT) SOUTH OF THE SOUTH END OF A HIGHWAY
 PY0026'PULLOUT, 14.6 M (47.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 PY0026'1.8 M (5.9 FT) WEST OF A 36-INCH EVERGREEN TREE.  NOTE--THE DISK IS
 PY0026'STAMPED AS ABOVE.
 PY0026'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0298 ***********************************************************************
 MO0298  DESIGNATION -  Q 110
 MO0298  PID         -  MO0298
 MO0298  STATE/COUNTY-  WY/PLATTE
 MO0298  USGS QUAD   -  WHITCOMB HILL (1990)
 MO0298
 MO0298                         *CURRENT SURVEY CONTROL
 MO0298  ___________________________________________________________________
 MO0298* NAD 83(1986)-  41 39 55.     (N)    104 59 52.     (W)     SCALED    
 MO0298* NAVD 88     -      1731.353  (meters)    5680.28   (feet)  ADJUSTED  
 MO0298  ___________________________________________________________________
 MO0298  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 MO0298  DYNAMIC HT  -        1730.024 (meters)    5675.92  (feet)  COMP
 MO0298  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 MO0298
 MO0298  VERT ORDER  -  FIRST     CLASS II
 MO0298
 MO0298.The horizontal coordinates were scaled from a topographic map and have
 MO0298.an estimated accuracy of +/- 6 seconds.
 MO0298
 MO0298.The orthometric height was determined by differential leveling
 MO0298.and adjusted by the National Geodetic Survey in June 1991..
 MO0298
 MO0298.The geoid height was determined by GEOID03.
 MO0298
 MO0298.The dynamic height is computed by dividing the NAVD 88
 MO0298.geopotential number by the normal gravity value computed on the
 MO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0298.degrees latitude (g = 980.6199 gals.).
 MO0298
 MO0298.The modeled gravity was interpolated from observed gravity values.
 MO0298
 MO0298;                    North         East    Units  Estimated Accuracy
 MO0298;SPC WY E     -   129,420.      214,070.      MT  (+/- 180 meters Scaled)
 MO0298
 MO0298                          SUPERSEDED SURVEY CONTROL
 MO0298
 MO0298  NGVD 29 (??/??/92) 1730.420  (m)         5677.22   (f) ADJ UNCH    1 2
 MO0298
 MO0298.Superseded values are not recommended for survey control.
 MO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0298.See file dsdata.txt to determine how the superseded data were derived.
 MO0298
 MO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG001126(NAD 83)
 MO0298_MARKER: DB = BENCH MARK DISK
 MO0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0298_SP_SET: CONCRETE FOUNDATION
 MO0298_STAMPING: Q 110 1954
 MO0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0298
 MO0298  HISTORY     - Date     Condition        Report By
 MO0298  HISTORY     - 1954     MONUMENTED       CGS
 MO0298
 MO0298                          STATION DESCRIPTION
 MO0298
 MO0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0298'11.4 MI SW FROM CHUGWATER.
 MO0298'11.35 MILES SOUTHWEST ALONG THE COLOROAD AND SOUTHERN RAILROAD
 MO0298'FROM THE STATION AT CHUGWATER, 25 FEET SOUTH OF THE WATER TANK
 MO0298'AT DIAMOND SIDING, 9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 MO0298'MAIN TRACK, 4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE
 MO0298'TRACK, 0.5 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE WEST
 MO0298'CORNER OF THE CONCRETE FOUNDATION OF A WATER COLUMN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0268 ***********************************************************************
 MO0268  DESIGNATION -  Q 111
 MO0268  PID         -  MO0268
 MO0268  STATE/COUNTY-  WY/PLATTE
 MO0268  USGS QUAD   -  FERGUSON CORNER (1990)
 MO0268
 MO0268                         *CURRENT SURVEY CONTROL
 MO0268  ___________________________________________________________________
 MO0268* NAD 83(1986)-  41 57 46.     (N)    104 52 33.     (W)     SCALED    
 MO0268* NAVD 88     -      1464.368  (meters)    4804.35   (feet)  ADJUSTED  
 MO0268  ___________________________________________________________________
 MO0268  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 MO0268  DYNAMIC HT  -        1463.387 (meters)    4801.13  (feet)  COMP
 MO0268  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 MO0268
 MO0268  VERT ORDER  -  FIRST     CLASS II
 MO0268
 MO0268.The horizontal coordinates were scaled from a topographic map and have
 MO0268.an estimated accuracy of +/- 6 seconds.
 MO0268
 MO0268.The orthometric height was determined by differential leveling
 MO0268.and adjusted by the National Geodetic Survey in June 1991..
 MO0268
 MO0268.The geoid height was determined by GEOID03.
 MO0268
 MO0268.The dynamic height is computed by dividing the NAVD 88
 MO0268.geopotential number by the normal gravity value computed on the
 MO0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0268.degrees latitude (g = 980.6199 gals.).
 MO0268
 MO0268.The modeled gravity was interpolated from observed gravity values.
 MO0268
 MO0268;                    North         East    Units  Estimated Accuracy
 MO0268;SPC WY E     -   162,490.      224,110.      MT  (+/- 180 meters Scaled)
 MO0268
 MO0268                          SUPERSEDED SURVEY CONTROL
 MO0268
 MO0268  NGVD 29 (??/??/92) 1463.548  (m)         4801.66   (f) ADJ UNCH    1 2
 MO0268
 MO0268.Superseded values are not recommended for survey control.
 MO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0268.See file dsdata.txt to determine how the superseded data were derived.
 MO0268
 MO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG102456(NAD 83)
 MO0268_MARKER: DB = BENCH MARK DISK
 MO0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0268_SP_SET: ABUTMENT
 MO0268_STAMPING: Q 111 1954
 MO0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0268
 MO0268  HISTORY     - Date     Condition        Report By
 MO0268  HISTORY     - 1954     MONUMENTED       CGS
 MO0268
 MO0268                          STATION DESCRIPTION
 MO0268
 MO0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0268'9.2 MI S FROM WHEATLAND.
 MO0268'9.15 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0268'THE STATION AT WHEATLAND, 0.2 MILE SOUTHEAST OF MILEPOST 205, 5
 MO0268'FEET NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT BELOW THE TOP OF THE
 MO0268'RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 MO0268'CONCRETE ABUTMENT OF BRIDGE 204.83, IN SECTION 15, TOWNSHIP
 MO0268'23 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0172 ***********************************************************************
 OU0172  DESIGNATION -  Q 112
 OU0172  PID         -  OU0172
 OU0172  STATE/COUNTY-  WY/NIOBRARA
 OU0172  USGS QUAD   -  WAGONHOUND CREEK NE (1981)
 OU0172
 OU0172                         *CURRENT SURVEY CONTROL
 OU0172  ___________________________________________________________________
 OU0172* NAD 83(1986)-  43 23 49.     (N)    104 46 27.     (W)     SCALED    
 OU0172* NAVD 88     -      1321.210  (meters)    4334.67   (feet)  ADJUSTED  
 OU0172  ___________________________________________________________________
 OU0172  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 OU0172  DYNAMIC HT  -        1320.532 (meters)    4332.45  (feet)  COMP
 OU0172  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 OU0172
 OU0172  VERT ORDER  -  SECOND    CLASS 0
 OU0172
 OU0172.The horizontal coordinates were scaled from a topographic map and have
 OU0172.an estimated accuracy of +/- 6 seconds.
 OU0172
 OU0172.The orthometric height was determined by differential leveling
 OU0172.and adjusted by the National Geodetic Survey in June 1991..
 OU0172
 OU0172.The geoid height was determined by GEOID03.
 OU0172
 OU0172.The dynamic height is computed by dividing the NAVD 88
 OU0172.geopotential number by the normal gravity value computed on the
 OU0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0172.degrees latitude (g = 980.6199 gals.).
 OU0172
 OU0172.The modeled gravity was interpolated from observed gravity values.
 OU0172
 OU0172;                    North         East    Units  Estimated Accuracy
 OU0172;SPC WY E     -   321,830.      231,800.      MT  (+/- 180 meters Scaled)
 OU0172
 OU0172                          SUPERSEDED SURVEY CONTROL
 OU0172
 OU0172  NGVD 29 (??/??/92) 1320.478  (m)         4332.27   (f) ADJ UNCH    2 0
 OU0172
 OU0172.Superseded values are not recommended for survey control.
 OU0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0172.See file dsdata.txt to determine how the superseded data were derived.
 OU0172
 OU0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ182049(NAD 83)
 OU0172_MARKER: DB = BENCH MARK DISK
 OU0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0172_STAMPING: Q 112 1956
 OU0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0172+STABILITY: SURFACE MOTION
 OU0172
 OU0172  HISTORY     - Date     Condition        Report By
 OU0172  HISTORY     - 1956     MONUMENTED       CGS
 OU0172  HISTORY     - 1957     GOOD             NGS
 OU0172  HISTORY     - 1976     GOOD             USGS
 OU0172
 OU0172                          STATION DESCRIPTION
 OU0172
 OU0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0172'15.4 MI SE FROM DULL CENTER.
 OU0172'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0172'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0172'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0172'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE
 OU0172'4.9 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 0.15 MILE
 OU0172'SOUTHEAST OF 4 LARGE COTTONWOOD TREES, 268 FEET SOUTH OF AN
 OU0172'EAST AND WEST FENCE, 61 FEET NORTHEAST OF THE CENTER LINE
 OU0172'OF A GRADED DIRT ROAD, 65 FEET SOUTHEAST OF A SMALL SHALE KNOLL,
 OU0172'2.1 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 OU0172'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND,
 OU0172'IN SECTION 34, TOWNSHIP 40 NORTH, RANGE 66 WEST.
 OU0172
 OU0172                          STATION RECOVERY (1976)
 OU0172
 OU0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0172'NACHTMAN SCHOOOL (DULL CENTER) 12.0 MILES EAST AND SOUTHEAST FROM
 OU0172'ALONG GRADED COUNTY ROAD. IN THE SW 1/4 OF S. 34, T. 40 N., R. 66 W.
 OU0172'ABOUT 0.1 MILE SOUTH OF SNYDER CREEK AT HILL CREST. 263 FEET SOUTH OF
 OU0172'A CATTLEGUARD, 56 FEET EAST OF THE CENTERLINE OF GRADED ROAD, SET IN
 OU0172'THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.7 FOOT ABOVE
 OU0172'GROUND. A STANDARD DISK STAMPED "Q 112 1956."
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0124 ***********************************************************************
 NQ0124  DESIGNATION -  Q 113
 NQ0124  PID         -  NQ0124
 NQ0124  STATE/COUNTY-  WY/PLATTE
 NQ0124  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0124
 NQ0124                         *CURRENT SURVEY CONTROL
 NQ0124  ___________________________________________________________________
 NQ0124* NAD 83(1986)-  42 19 22.     (N)    104 52 46.     (W)     SCALED    
 NQ0124* NAVD 88     -      1355.301  (meters)    4446.52   (feet)  ADJUSTED  
 NQ0124  ___________________________________________________________________
 NQ0124  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NQ0124  DYNAMIC HT  -        1354.468 (meters)    4443.78  (feet)  COMP
 NQ0124  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 NQ0124
 NQ0124  VERT ORDER  -  FIRST     CLASS II
 NQ0124
 NQ0124.The horizontal coordinates were scaled from a topographic map and have
 NQ0124.an estimated accuracy of +/- 6 seconds.
 NQ0124
 NQ0124.The orthometric height was determined by differential leveling
 NQ0124.and adjusted by the National Geodetic Survey in June 1991..
 NQ0124
 NQ0124.The geoid height was determined by GEOID03.
 NQ0124
 NQ0124.The dynamic height is computed by dividing the NAVD 88
 NQ0124.geopotential number by the normal gravity value computed on the
 NQ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0124.degrees latitude (g = 980.6199 gals.).
 NQ0124
 NQ0124.The modeled gravity was interpolated from observed gravity values.
 NQ0124
 NQ0124;                    North         East    Units  Estimated Accuracy
 NQ0124;SPC WY E     -   202,470.      223,670.      MT  (+/- 180 meters Scaled)
 NQ0124
 NQ0124                          SUPERSEDED SURVEY CONTROL
 NQ0124
 NQ0124  NGVD 29 (??/??/92) 1354.525  (m)         4443.97   (f) ADJ UNCH    1 2
 NQ0124
 NQ0124.Superseded values are not recommended for survey control.
 NQ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0124.See file dsdata.txt to determine how the superseded data were derived.
 NQ0124
 NQ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG099856(NAD 83)
 NQ0124_MARKER: DB = BENCH MARK DISK
 NQ0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0124_SP_SET: CONCRETE FOOTING
 NQ0124_STAMPING: Q 113 1956
 NQ0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0124
 NQ0124  HISTORY     - Date     Condition        Report By
 NQ0124  HISTORY     - 1956     MONUMENTED       CGS
 NQ0124
 NQ0124                          STATION DESCRIPTION
 NQ0124
 NQ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0124'26.4 MI NW FROM WHEATLAND.
 NQ0124'26.4 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0124'FROM THE STATION AT WHEATLAND, 47 FEET SOUTHEAST OF THE SOUTHEAST
 NQ0124'RAIL OF THE MAIN TRACK, 2.0 FEET ABOVE THE GROUND, SET IN THE
 NQ0124'TOP OF THE EAST CORNER OF THE EAST CONCRETE FOOTING OF A WATER
 NQ0124'TANK, IN THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 27 NORTH,
 NQ0124'RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0081 ***********************************************************************
 MQ0081  DESIGNATION -  Q 114
 MQ0081  PID         -  MQ0081
 MQ0081  STATE/COUNTY-  WY/SWEETWATER
 MQ0081  USGS QUAD   -  BITTER CREEK (1968)
 MQ0081
 MQ0081                         *CURRENT SURVEY CONTROL
 MQ0081  ___________________________________________________________________
 MQ0081* NAD 83(1986)-  41 30 48.     (N)    108 37 26.     (W)     SCALED    
 MQ0081* NAVD 88     -      2030.148  (meters)    6660.58   (feet)  ADJUSTED  
 MQ0081  ___________________________________________________________________
 MQ0081  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 MQ0081  DYNAMIC HT  -        2028.371 (meters)    6654.75  (feet)  COMP
 MQ0081  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 MQ0081
 MQ0081  VERT ORDER  -  FIRST     CLASS II
 MQ0081
 MQ0081.The horizontal coordinates were scaled from a topographic map and have
 MQ0081.an estimated accuracy of +/- 6 seconds.
 MQ0081
 MQ0081.The orthometric height was determined by differential leveling
 MQ0081.and adjusted by the National Geodetic Survey in June 1991..
 MQ0081
 MQ0081.The geoid height was determined by GEOID03.
 MQ0081
 MQ0081.The dynamic height is computed by dividing the NAVD 88
 MQ0081.geopotential number by the normal gravity value computed on the
 MQ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0081.degrees latitude (g = 980.6199 gals.).
 MQ0081
 MQ0081.The modeled gravity was interpolated from observed gravity values.
 MQ0081
 MQ0081;                    North         East    Units  Estimated Accuracy
 MQ0081;SPC WYWC     -   112,540.      610,530.      MT  (+/- 180 meters Scaled)
 MQ0081
 MQ0081                          SUPERSEDED SURVEY CONTROL
 MQ0081
 MQ0081  NGVD 29 (??/??/92) 2028.790  (m)         6656.12   (f) ADJ UNCH    1 2
 MQ0081
 MQ0081.Superseded values are not recommended for survey control.
 MQ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0081.See file dsdata.txt to determine how the superseded data were derived.
 MQ0081
 MQ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL982984(NAD 83)
 MQ0081_MARKER: DB = BENCH MARK DISK
 MQ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0081_STAMPING: Q 114 1956
 MQ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0081+STABILITY: SURFACE MOTION
 MQ0081
 MQ0081  HISTORY     - Date     Condition        Report By
 MQ0081  HISTORY     - 1956     MONUMENTED       CGS
 MQ0081  HISTORY     - 1968     MARK NOT FOUND   USGS
 MQ0081
 MQ0081                          STATION DESCRIPTION
 MQ0081
 MQ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0081'4.5 MI SW FROM BITTER CREEK.
 MQ0081'4.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0081'AT BITTER CREEK, 8 POLES WEST OF MILEPOST 761, 83 FEET SOUTH OF THE
 MQ0081'SOUTH RAIL OF THE SOUTH TRACK, 15 FEET NORTH OF THE CENTER LINE OF A
 MQ0081'ROAD, 4.7 FEET WEST OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE
 MQ0081'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 MQ0081'SECTION 25, TOWNSHIP 18 NORTH, RANGE 100 WEST.  NOTE-- POSITION OF BM
 MQ0081'AS PER DESCRIPTION WAS EASILY FOUND.  WITNESS POST WAS NAILED TO
 MQ0081'TELEPHONE POLE.  DUG IN AREA TO A DEPTH OF ABOUT 1.5 FT.
 MQ0081
 MQ0081                          STATION RECOVERY (1968)
 MQ0081
 MQ0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MQ0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0129 ***********************************************************************
 MQ0129  DESIGNATION -  Q 115
 MQ0129  PID         -  MQ0129
 MQ0129  STATE/COUNTY-  WY/SWEETWATER
 MQ0129  USGS QUAD   -  BAXTER (1978)
 MQ0129
 MQ0129                         *CURRENT SURVEY CONTROL
 MQ0129  ___________________________________________________________________
 MQ0129* NAD 83(1986)-  41 36 00.     (N)    109 04 52.     (W)     SCALED    
 MQ0129* NAVD 88     -      2048.571  (meters)    6721.02   (feet)  ADJUSTED  
 MQ0129  ___________________________________________________________________
 MQ0129  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MQ0129  DYNAMIC HT  -        2046.844 (meters)    6715.35  (feet)  COMP
 MQ0129  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 MQ0129
 MQ0129  VERT ORDER  -  FIRST     CLASS II
 MQ0129
 MQ0129.This mark is at Rock Springs-Sweetwater Co Airport (RKS)
 MQ0129
 MQ0129.The horizontal coordinates were scaled from a topographic map and have
 MQ0129.an estimated accuracy of +/- 6 seconds.
 MQ0129
 MQ0129.The orthometric height was determined by differential leveling
 MQ0129.and adjusted by the National Geodetic Survey in June 1991..
 MQ0129
 MQ0129.The geoid height was determined by GEOID03.
 MQ0129
 MQ0129.The dynamic height is computed by dividing the NAVD 88
 MQ0129.geopotential number by the normal gravity value computed on the
 MQ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0129.degrees latitude (g = 980.6199 gals.).
 MQ0129
 MQ0129.The modeled gravity was interpolated from observed gravity values.
 MQ0129
 MQ0129;                    North         East    Units  Estimated Accuracy
 MQ0129;SPC WYWC     -   122,210.      572,400.      MT  (+/- 180 meters Scaled)
 MQ0129
 MQ0129                          SUPERSEDED SURVEY CONTROL
 MQ0129
 MQ0129  NGVD 29 (??/??/92) 2047.291  (m)         6716.82   (f) ADJ UNCH    1 2
 MQ0129
 MQ0129.Superseded values are not recommended for survey control.
 MQ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0129.See file dsdata.txt to determine how the superseded data were derived.
 MQ0129
 MQ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM599071(NAD 83)
 MQ0129_MARKER: DB = BENCH MARK DISK
 MQ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0129_STAMPING: Q 115 1956
 MQ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0129+STABILITY: SURFACE MOTION
 MQ0129
 MQ0129  HISTORY     - Date     Condition        Report By
 MQ0129  HISTORY     - 1956     MONUMENTED       CGS
 MQ0129  HISTORY     - 1973     GOOD             NGS
 MQ0129  HISTORY     - 1981     GOOD             USGS
 MQ0129
 MQ0129                          STATION DESCRIPTION
 MQ0129
 MQ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0129'8.0 MI E FROM ROCK SPRINGS.
 MQ0129'5.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0129'ROCK SPRINGS, THENCE 3.0 MILES EAST ALONG AN OILED ROAD WHICH LEADS TO
 MQ0129'THE ROCK SPRINGS AIRPORT, 1.1 MILES WEST OF THE ADMINISTRATION
 MQ0129'BUILDING AT THE AIRPORT, 77 FEET SOUTHEAST OF THE CENTER LINE OF AN
 MQ0129'OILED ROAD, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 MQ0129'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 MQ0129'SOUTHWEST 1/4 OF SECTION 19, TOWNSHIP 19 NORTH, RANGE 103 WEST.
 MQ0129
 MQ0129                          STATION RECOVERY (1973)
 MQ0129
 MQ0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MQ0129'RECOVERED IN GOOD CONDITION.
 MQ0129
 MQ0129                          STATION RECOVERY (1981)
 MQ0129
 MQ0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MQ0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0360 ***********************************************************************
 MP0360  DESIGNATION -  Q 116
 MP0360  PID         -  MP0360
 MP0360  STATE/COUNTY-  WY/SWEETWATER
 MP0360  USGS QUAD   -  RINER (1981)
 MP0360
 MP0360                         *CURRENT SURVEY CONTROL
 MP0360  ___________________________________________________________________
 MP0360* NAD 83(1986)-  41 43 28.     (N)    107 35 14.     (W)     SCALED    
 MP0360* NAVD 88     -      2064.362  (meters)    6772.83   (feet)  ADJUSTED  
 MP0360  ___________________________________________________________________
 MP0360  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 MP0360  DYNAMIC HT  -        2062.534 (meters)    6766.83  (feet)  COMP
 MP0360  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 MP0360
 MP0360  VERT ORDER  -  FIRST     CLASS II
 MP0360
 MP0360.The horizontal coordinates were scaled from a topographic map and have
 MP0360.an estimated accuracy of +/- 6 seconds.
 MP0360
 MP0360.The orthometric height was determined by differential leveling
 MP0360.and adjusted by the National Geodetic Survey in June 1991..
 MP0360
 MP0360.The geoid height was determined by GEOID03.
 MP0360
 MP0360.The dynamic height is computed by dividing the NAVD 88
 MP0360.geopotential number by the normal gravity value computed on the
 MP0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0360.degrees latitude (g = 980.6199 gals.).
 MP0360
 MP0360.The modeled gravity was interpolated from observed gravity values.
 MP0360
 MP0360;                    North         East    Units  Estimated Accuracy
 MP0360;SPC WYWC     -   136,630.      696,750.      MT  (+/- 180 meters Scaled)
 MP0360
 MP0360                          SUPERSEDED SURVEY CONTROL
 MP0360
 MP0360  NGVD 29 (06/08/92) 2063.116  (m)         6768.74   (f) ADJUSTED    1 2
 MP0360
 MP0360.Superseded values are not recommended for survey control.
 MP0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0360.See file dsdata.txt to determine how the superseded data were derived.
 MP0360
 MP0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG848224(NAD 83)
 MP0360_MARKER: DB = BENCH MARK DISK
 MP0360_SETTING: 66 = SET IN ROCK OUTCROP
 MP0360_SP_SET: SANDSTONE OUTCROP
 MP0360_STAMPING: Q 116 1956
 MP0360_MARK LOGO: CGS   
 MP0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0360+STABILITY: POSITION/ELEVATION WELL
 MP0360
 MP0360  HISTORY     - Date     Condition        Report By
 MP0360  HISTORY     - 1956     MONUMENTED       CGS
 MP0360  HISTORY     - 1983     GOOD             NGS
 MP0360
 MP0360                          STATION DESCRIPTION
 MP0360
 MP0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0360'2.0 MI W FROM RINER.
 MP0360'2.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER TOWER
 MP0360'AT RINER, 8 POLES NORTHEAST OF MILEPOST 703, 138.5 FEET NORTHWEST OF
 MP0360'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 53 FEET NORTHWEST OF A
 MP0360'FENCE, 8 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MP0360'SOUTHWEST SIDE OF A SANDSTONE OUTCROP, IN THE NORTHWEST 1/4 OF SECTION
 MP0360'7, TOWNSHIP 20 NORTH, RANGE 90 WEST.
 MP0360
 MP0360                          STATION RECOVERY (1983)
 MP0360
 MP0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0388 ***********************************************************************
 MP0388  DESIGNATION -  Q 117
 MP0388  PID         -  MP0388
 MP0388  STATE/COUNTY-  WY/SWEETWATER
 MP0388  USGS QUAD   -  WAMSUTTER (1981)
 MP0388
 MP0388                         *CURRENT SURVEY CONTROL
 MP0388  ___________________________________________________________________
 MP0388* NAD 83(1986)-  41 39 41.     (N)    107 58 05.     (W)     SCALED    
 MP0388* NAVD 88     -      2055.173  (meters)    6742.68   (feet)  ADJUSTED  
 MP0388  ___________________________________________________________________
 MP0388  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 MP0388  DYNAMIC HT  -        2053.362 (meters)    6736.74  (feet)  COMP
 MP0388  MODELED GRAV-     979,668.2   (mgal)                       NAVD 88
 MP0388
 MP0388  VERT ORDER  -  FIRST     CLASS II
 MP0388
 MP0388.The horizontal coordinates were scaled from a topographic map and have
 MP0388.an estimated accuracy of +/- 6 seconds.
 MP0388
 MP0388.The orthometric height was determined by differential leveling
 MP0388.and adjusted by the National Geodetic Survey in June 1991..
 MP0388.WARNING-Repeat measurements at this control monument indicate possible
 MP0388.vertical movement.
 MP0388
 MP0388.The geoid height was determined by GEOID03.
 MP0388
 MP0388.The dynamic height is computed by dividing the NAVD 88
 MP0388.geopotential number by the normal gravity value computed on the
 MP0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0388.degrees latitude (g = 980.6199 gals.).
 MP0388
 MP0388.The modeled gravity was interpolated from observed gravity values.
 MP0388
 MP0388;                    North         East    Units  Estimated Accuracy
 MP0388;SPC WYWC     -   129,270.      665,120.      MT  (+/- 180 meters Scaled)
 MP0388
 MP0388                          SUPERSEDED SURVEY CONTROL
 MP0388
 MP0388  NGVD 29 (06/08/92) 2053.943  (m)         6738.64   (f) ADJUSTED    1 2
 MP0388
 MP0388.Superseded values are not recommended for survey control.
 MP0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0388.See file dsdata.txt to determine how the superseded data were derived.
 MP0388
 MP0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG528164(NAD 83)
 MP0388_MARKER: DB = BENCH MARK DISK
 MP0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0388_STAMPING: Q 117 1956
 MP0388_MARK LOGO: CGS   
 MP0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0388+STABILITY: SURFACE MOTION
 MP0388
 MP0388  HISTORY     - Date     Condition        Report By
 MP0388  HISTORY     - 1956     MONUMENTED       CGS
 MP0388  HISTORY     - 1983     GOOD             NGS
 MP0388
 MP0388                          STATION DESCRIPTION
 MP0388
 MP0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0388'0.6 MI S FROM WAMSUTTER.
 MP0388'0.6 MILE SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 MP0388'RAILROAD STATION AT WAMSUTTER, 57 FEET WEST OF THE CENTER LINE OF THE
 MP0388'ROAD, 5.6 FEET WEST OF TELEPHONE POLE 12431, IN LINE WITH A ROW OF
 MP0388'TELEPHONE POLES 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MP0388'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 MP0388'SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 20 NORTH, RANGE 94 WEST.
 MP0388
 MP0388                          STATION RECOVERY (1983)
 MP0388
 MP0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0012 ***********************************************************************
 MQ0012  DESIGNATION -  Q 118
 MQ0012  PID         -  MQ0012
 MQ0012  STATE/COUNTY-  WY/SWEETWATER
 MQ0012  USGS QUAD   -  RED DESERT NW (1970)
 MQ0012
 MQ0012                         *CURRENT SURVEY CONTROL
 MQ0012  ___________________________________________________________________
 MQ0012* NAD 83(1986)-  41 38 31.     (N)    108 10 42.     (W)     SCALED    
 MQ0012* NAVD 88     -      2069.591  (meters)    6789.98   (feet)  ADJUSTED  
 MQ0012  ___________________________________________________________________
 MQ0012  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0012  DYNAMIC HT  -        2067.768 (meters)    6784.00  (feet)  COMP
 MQ0012  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 MQ0012
 MQ0012  VERT ORDER  -  FIRST     CLASS II
 MQ0012
 MQ0012.The horizontal coordinates were scaled from a topographic map and have
 MQ0012.an estimated accuracy of +/- 6 seconds.
 MQ0012
 MQ0012.The orthometric height was determined by differential leveling
 MQ0012.and adjusted by the National Geodetic Survey in June 1991..
 MQ0012.WARNING-Repeat measurements at this control monument indicate possible
 MQ0012.vertical movement.
 MQ0012
 MQ0012.The geoid height was determined by GEOID03.
 MQ0012
 MQ0012.The dynamic height is computed by dividing the NAVD 88
 MQ0012.geopotential number by the normal gravity value computed on the
 MQ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0012.degrees latitude (g = 980.6199 gals.).
 MQ0012
 MQ0012.The modeled gravity was interpolated from observed gravity values.
 MQ0012
 MQ0012;                    North         East    Units  Estimated Accuracy
 MQ0012;SPC WYWC     -   126,970.      647,630.      MT  (+/- 180 meters Scaled)
 MQ0012
 MQ0012                          SUPERSEDED SURVEY CONTROL
 MQ0012
 MQ0012  NGVD 29 (06/08/92) 2068.349  (m)         6785.91   (f) ADJUSTED    1 2
 MQ0012
 MQ0012.Superseded values are not recommended for survey control.
 MQ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0012.See file dsdata.txt to determine how the superseded data were derived.
 MQ0012
 MQ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM350138(NAD 83)
 MQ0012_MARKER: DB = BENCH MARK DISK
 MQ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0012_STAMPING: Q 118 1956
 MQ0012_MARK LOGO: CGS   
 MQ0012_PROJECTION: PROJECTING 15 CENTIMETERS
 MQ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0012+STABILITY: SURFACE MOTION
 MQ0012
 MQ0012  HISTORY     - Date     Condition        Report By
 MQ0012  HISTORY     - 1956     MONUMENTED       CGS
 MQ0012  HISTORY     - 1969     GOOD             NGS
 MQ0012  HISTORY     - 1983     GOOD             NGS
 MQ0012
 MQ0012                          STATION DESCRIPTION
 MQ0012
 MQ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0012'2.6 MI W FROM RED DESERT.
 MQ0012'2.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0012'AT RED DESERT, 11 1/2 POLES WEST OF MILEPOST 735, 150.4 FEET NORTH OF
 MQ0012'THE NORTH RAIL OF THE NORTH TRACK, 22 FEET SOUTH OF THE CENTER LINE OF
 MQ0012'A ROAD, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MQ0012'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF
 MQ0012'SECTION 12, TOWNSHIP 19 NORTH, RANGE 96 WEST.
 MQ0012
 MQ0012                          STATION RECOVERY (1969)
 MQ0012
 MQ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MQ0012'RECOVERED IN GOOD CONDITION.
 MQ0012
 MQ0012                          STATION RECOVERY (1983)
 MQ0012
 MQ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0012'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.2 KM (11.3
 MQ0012'MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MQ0012'TABLE ROCK, OR 18.0 KM (11.2 MI) WESTERLY ALONG THE UNION PACIFIC
 MQ0012'RAILROAD FROM THE STATION IN WAMSUTTER, 0.6 KM (0.35 MI) WEST OF
 MQ0012'MILEPOST 735, 45.8 METERS (150.4 FT) NORTH OF THE NEAR RAIL, AND 6.7
 MQ0012'METER (22.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD.
 MQ0012'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 MQ0012'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0327 ***********************************************************************
 NQ0327  DESIGNATION -  Q 119
 NQ0327  PID         -  NQ0327
 NQ0327  STATE/COUNTY-  WY/PLATTE
 NQ0327  USGS QUAD   -  SIBLEY PEAK (1981)
 NQ0327
 NQ0327                         *CURRENT SURVEY CONTROL
 NQ0327  ___________________________________________________________________
 NQ0327* NAD 83(1986)-  42 29 12.     (N)    105 00 50.     (W)     SCALED    
 NQ0327* NAVD 88     -      1428.984  (meters)    4688.26   (feet)  ADJUSTED  
 NQ0327  ___________________________________________________________________
 NQ0327  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 NQ0327  DYNAMIC HT  -        1428.125 (meters)    4685.44  (feet)  COMP
 NQ0327  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 NQ0327
 NQ0327  VERT ORDER  -  FIRST     CLASS II
 NQ0327
 NQ0327.The horizontal coordinates were scaled from a topographic map and have
 NQ0327.an estimated accuracy of +/- 6 seconds.
 NQ0327
 NQ0327.The orthometric height was determined by differential leveling
 NQ0327.and adjusted by the National Geodetic Survey in June 1991..
 NQ0327
 NQ0327.The geoid height was determined by GEOID03.
 NQ0327
 NQ0327.The dynamic height is computed by dividing the NAVD 88
 NQ0327.geopotential number by the normal gravity value computed on the
 NQ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0327.degrees latitude (g = 980.6199 gals.).
 NQ0327
 NQ0327.The modeled gravity was interpolated from observed gravity values.
 NQ0327
 NQ0327;                    North         East    Units  Estimated Accuracy
 NQ0327;SPC WY E     -   220,640.      212,560.      MT  (+/- 180 meters Scaled)
 NQ0327
 NQ0327                          SUPERSEDED SURVEY CONTROL
 NQ0327
 NQ0327  NGVD 29 (??/??/92) 1428.200  (m)         4685.69   (f) ADJ UNCH    1 2
 NQ0327
 NQ0327.Superseded values are not recommended for survey control.
 NQ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0327.See file dsdata.txt to determine how the superseded data were derived.
 NQ0327
 NQ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH988038(NAD 83)
 NQ0327_MARKER: DB = BENCH MARK DISK
 NQ0327_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NQ0327+WITH SETTING: INTO GROUND
 NQ0327_STAMPING: Q 119 1956
 NQ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0327+STABILITY: SURFACE MOTION
 NQ0327
 NQ0327  HISTORY     - Date     Condition        Report By
 NQ0327  HISTORY     - 1956     MONUMENTED       CGS
 NQ0327
 NQ0327                          STATION DESCRIPTION
 NQ0327
 NQ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0327'1.6 MI SE FROM GLENDO.
 NQ0327'1.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0327'RAILROAD FROM THE STATION AT GLENDO, ON TOP OF A KNOLL, 97 FEET
 NQ0327'SOUTHWEST OF THE SOUTHWEST RAIL, 1.7 FEET NORTHEAST OF A FENCE,
 NQ0327'2 FEET NORTHWEST OF A WITNESS POST, 4 FEET ABOVE THE TOP OF THE
 NQ0327'RAILS, AT THE NORTHWEST END OF A LONG CUT, 0.4 FOOT ABOVE THE
 NQ0327'GROUND, SET IN THE TOP OF A 4 INCH TILE PIPE WHICH IS FILLED
 NQ0327'WITH CONCRETE, IN SECTION 16, TOWNSHIP 29 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0209 ***********************************************************************
 PV0209  DESIGNATION -  Q 120
 PV0209  PID         -  PV0209
 PV0209  STATE/COUNTY-  WY/CROOK
 PV0209  USGS QUAD   -  ROZET SE (1971)
 PV0209
 PV0209                         *CURRENT SURVEY CONTROL
 PV0209  ___________________________________________________________________
 PV0209* NAD 83(1986)-  44 16 44.     (N)    105 01 18.     (W)     SCALED    
 PV0209* NAVD 88     -      1278.076  (meters)    4193.15   (feet)  ADJUSTED  
 PV0209  ___________________________________________________________________
 PV0209  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 PV0209  DYNAMIC HT  -        1277.560 (meters)    4191.46  (feet)  COMP
 PV0209  MODELED GRAV-     980,169.6   (mgal)                       NAVD 88
 PV0209  OBS GRAVITY -     980,171.4   (mgal)                       GRAV_OBS
 PV0209
 PV0209  VERT ORDER  -  FIRST     CLASS II
 PV0209
 PV0209.The horizontal coordinates were scaled from a topographic map and have
 PV0209.an estimated accuracy of +/- 6 seconds.
 PV0209
 PV0209.The orthometric height was determined by differential leveling
 PV0209.and adjusted by the National Geodetic Survey in June 1991..
 PV0209
 PV0209.The geoid height was determined by GEOID03.
 PV0209
 PV0209.The dynamic height is computed by dividing the NAVD 88
 PV0209.geopotential number by the normal gravity value computed on the
 PV0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0209.degrees latitude (g = 980.6199 gals.).
 PV0209
 PV0209.The modeled gravity was interpolated from observed gravity values.
 PV0209.The observed gravity was obtained from relative gravimeter ties
 PV0209.to the IGSN71 gravity network.
 PV0209
 PV0209;                    North         East    Units  Estimated Accuracy
 PV0209;SPC WY E     -   419,750.      211,580.      MT  (+/- 180 meters Scaled)
 PV0209
 PV0209                          SUPERSEDED SURVEY CONTROL
 PV0209
 PV0209  NGVD 29 (??/??/92) 1277.459  (m)         4191.13   (f) ADJ UNCH    1 2
 PV0209
 PV0209.Superseded values are not recommended for survey control.
 PV0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0209.See file dsdata.txt to determine how the superseded data were derived.
 PV0209
 PV0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK982028(NAD 83)
 PV0209_MARKER: DB = BENCH MARK DISK
 PV0209_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0209_SP_SET: COPPER-CLAD STEEL ROD
 PV0209_STAMPING: Q 120 1957
 PV0209_MARK LOGO: CGS   
 PV0209_PROJECTION: PROJECTING 10 CENTIMETERS
 PV0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0209_ROD/PIPE-DEPTH: 17.1 meters
 PV0209
 PV0209  HISTORY     - Date     Condition        Report By
 PV0209  HISTORY     - 1957     MONUMENTED       CGS
 PV0209  HISTORY     - 1985     GOOD             NGS
 PV0209
 PV0209                          STATION DESCRIPTION
 PV0209
 PV0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0209'3.8 MI W FROM MOORCROFT.
 PV0209'3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0209'FROM THE STATION AT MOORCROFT, 80 FEET NORTH OF MILEPOST 573,
 PV0209'0.35 MILE WEST OF A ROAD CROSSING, 172 FEET SOUTH OF THE CENTER
 PV0209'LINE OF U.S. HIGHWAY 16, 88 FEET NORTH OF THE NORTH RAIL, 9 FEET
 PV0209'SOUTH OF THE FENCE LINE, 2 FEET WEST OF A CONCRETE WITNESS POST,
 PV0209'ABOUT 4 FEET LOWER THAN THE TRACK, A DISK ON THE TOP OF A 5/8-INCH
 PV0209'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET AND IS
 PV0209'ENCASED IN A 4-INCH TILE THAT PROJECTS 8 INCHES.
 PV0209
 PV0209                          STATION RECOVERY (1985)
 PV0209
 PV0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0209'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--6.33 KM (3.93 MI) WEST ALONG
 PV0209'STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF US HIGHWAY
 PV0209'14 AT MOORCROFT.
 PV0209'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0239 ***********************************************************************
 PV0239  DESIGNATION -  Q 121
 PV0239  PID         -  PV0239
 PV0239  STATE/COUNTY-  WY/CAMPBELL
 PV0239  USGS QUAD   -  GILLETTE EAST (1971)
 PV0239
 PV0239                         *CURRENT SURVEY CONTROL
 PV0239  ___________________________________________________________________
 PV0239* NAD 83(1986)-  44 17 24.     (N)    105 27 47.     (W)     SCALED    
 PV0239* NAVD 88     -      1380.178  (meters)    4528.13   (feet)  ADJUSTED  
 PV0239  ___________________________________________________________________
 PV0239  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PV0239  DYNAMIC HT  -        1379.619 (meters)    4526.30  (feet)  COMP
 PV0239  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 PV0239
 PV0239  VERT ORDER  -  FIRST     CLASS II
 PV0239
 PV0239.The horizontal coordinates were scaled from a topographic map and have
 PV0239.an estimated accuracy of +/- 6 seconds.
 PV0239
 PV0239.The orthometric height was determined by differential leveling
 PV0239.and adjusted by the National Geodetic Survey in June 1991..
 PV0239
 PV0239.The geoid height was determined by GEOID03.
 PV0239
 PV0239.The dynamic height is computed by dividing the NAVD 88
 PV0239.geopotential number by the normal gravity value computed on the
 PV0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0239.degrees latitude (g = 980.6199 gals.).
 PV0239
 PV0239.The modeled gravity was interpolated from observed gravity values.
 PV0239
 PV0239;                    North         East    Units  Estimated Accuracy
 PV0239;SPC WY E     -   421,010.      176,350.      MT  (+/- 180 meters Scaled)
 PV0239
 PV0239                          SUPERSEDED SURVEY CONTROL
 PV0239
 PV0239  NGVD 29 (??/??/92) 1379.540  (m)         4526.04   (f) ADJ UNCH    1 2
 PV0239
 PV0239.Superseded values are not recommended for survey control.
 PV0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0239.See file dsdata.txt to determine how the superseded data were derived.
 PV0239
 PV0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK630041(NAD 83)
 PV0239_MARKER: DB = BENCH MARK DISK
 PV0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0239_SP_SET: CONCRETE POST
 PV0239_STAMPING: Q 121 1957
 PV0239_MARK LOGO: CGS   
 PV0239_PROJECTION: PROJECTING 5 CENTIMETERS
 PV0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0239+STABILITY: SURFACE MOTION
 PV0239
 PV0239  HISTORY     - Date     Condition        Report By
 PV0239  HISTORY     - 1957     MONUMENTED       CGS
 PV0239  HISTORY     - 1985     GOOD             NGS
 PV0239
 PV0239                          STATION DESCRIPTION
 PV0239
 PV0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0239'2.1 MI E FROM GILLETTE.
 PV0239'2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0239'FROM THE STATION AT GILLETTE, 4 1/2 POLES WEST OF MILEPOST 595,
 PV0239'55 FEET NORTH OF THE NORTH RAIL, 108 FEET NORTHEAST OF THE
 PV0239'CENTER OF A PRIVATE ROAD CROSSING, 95 FEET NORTHEAST OF THE
 PV0239'CENTER OF THE ROAD, 22 1/2 FEET WEST OF A TELEPHONE POLE, 13
 PV0239'FEET SOUTH OF AN 8-INCH PINE, 1 1/2 FEET EAST OF A WHITE WOODEN
 PV0239'WITNESS POST, ABOUT 2 FEET ABOVE THE TOP OF THE RAIL AND IN THE
 PV0239'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PV0239
 PV0239                          STATION RECOVERY (1985)
 PV0239
 PV0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0239'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--3.31 KM (2.06 MI) EAST ALONG
 PV0239'STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF GILLETTE
 PV0239'AVENUE AT GILLETTE AND 55.5 METERS (182 FT) NORTH OF THE HIGHWAY
 PV0239'CENTERLINE.
 PV0239'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0295 ***********************************************************************
 PV0295  DESIGNATION -  Q 122
 PV0295  PID         -  PV0295
 PV0295  STATE/COUNTY-  WY/CAMPBELL
 PV0295  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0295
 PV0295                         *CURRENT SURVEY CONTROL
 PV0295  ___________________________________________________________________
 PV0295* NAD 83(1986)-  44 23 42.     (N)    105 48 39.     (W)     SCALED    
 PV0295* NAVD 88     -      1291.715  (meters)    4237.90   (feet)  ADJUSTED  
 PV0295  ___________________________________________________________________
 PV0295  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 PV0295  DYNAMIC HT  -        1291.182 (meters)    4236.15  (feet)  COMP
 PV0295  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 PV0295
 PV0295  VERT ORDER  -  FIRST     CLASS II
 PV0295
 PV0295.The horizontal coordinates were scaled from a topographic map and have
 PV0295.an estimated accuracy of +/- 6 seconds.
 PV0295
 PV0295.The orthometric height was determined by differential leveling
 PV0295.and adjusted by the National Geodetic Survey in June 1991..
 PV0295
 PV0295.The geoid height was determined by GEOID03.
 PV0295
 PV0295.The dynamic height is computed by dividing the NAVD 88
 PV0295.geopotential number by the normal gravity value computed on the
 PV0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0295.degrees latitude (g = 980.6199 gals.).
 PV0295
 PV0295.The modeled gravity was interpolated from observed gravity values.
 PV0295
 PV0295;                    North         East    Units  Estimated Accuracy
 PV0295;SPC WY E     -   432,840.      148,680.      MT  (+/- 180 meters Scaled)
 PV0295
 PV0295                          SUPERSEDED SURVEY CONTROL
 PV0295
 PV0295  NGVD 29 (??/??/92) 1291.031  (m)         4235.66   (f) ADJ UNCH    1 2
 PV0295
 PV0295.Superseded values are not recommended for survey control.
 PV0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0295.See file dsdata.txt to determine how the superseded data were derived.
 PV0295
 PV0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK354160(NAD 83)
 PV0295_MARKER: DB = BENCH MARK DISK
 PV0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0295_SP_SET: CONCRETE FOUNDATION
 PV0295_STAMPING: Q 122 1957
 PV0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0295
 PV0295  HISTORY     - Date     Condition        Report By
 PV0295  HISTORY     - 1957     MONUMENTED       CGS
 PV0295
 PV0295                          STATION DESCRIPTION
 PV0295
 PV0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0295'18.4 MI NW FROM GILLETTE.
 PV0295'ABOUT 18.45 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0295'QUINCY RAILROAD FROM THE STATION AT GILLETTE, AT THE FORMER
 PV0295'STATION SIGHT OF FELIX, IN THE TOP OF THE SOUTHWEST CORNER
 PV0295'OF THE CONCRETE FOUNDATION OF AN ABANDNED BATTERY BOX, 223
 PV0295'FEET EAST-SOUTHEAST OF A LONE 28-INCH COTTONWOOD, 9 FEET SOUTH
 PV0295'OF THE SOUTH RAIL AND ABUT 1 1/2 FEET LOWER THAN THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0311 ***********************************************************************
 PV0311  DESIGNATION -  Q 123
 PV0311  PID         -  PV0311
 PV0311  STATE/COUNTY-  WY/CAMPBELL
 PV0311  USGS QUAD   -  CROTON (1972)
 PV0311
 PV0311                         *CURRENT SURVEY CONTROL
 PV0311  ___________________________________________________________________
 PV0311* NAD 83(1986)-  44 31 12.     (N)    105 56 57.     (W)     SCALED    
 PV0311* NAVD 88     -      1202.818  (meters)    3946.25   (feet)  ADJUSTED  
 PV0311  ___________________________________________________________________
 PV0311  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 PV0311  DYNAMIC HT  -        1202.365 (meters)    3944.76  (feet)  COMP
 PV0311  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
 PV0311  OBS GRAVITY -     980,199.8   (mgal)                       GRAV_OBS
 PV0311
 PV0311  VERT ORDER  -  FIRST     CLASS II
 PV0311
 PV0311.The horizontal coordinates were scaled from a topographic map and have
 PV0311.an estimated accuracy of +/- 6 seconds.
 PV0311
 PV0311.The orthometric height was determined by differential leveling
 PV0311.and adjusted by the National Geodetic Survey in June 1991..
 PV0311
 PV0311.The geoid height was determined by GEOID03.
 PV0311
 PV0311.The dynamic height is computed by dividing the NAVD 88
 PV0311.geopotential number by the normal gravity value computed on the
 PV0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0311.degrees latitude (g = 980.6199 gals.).
 PV0311
 PV0311.The modeled gravity was interpolated from observed gravity values.
 PV0311.The observed gravity was obtained from relative gravimeter ties
 PV0311.to the IGSN71 gravity network.
 PV0311
 PV0311;                    North         East    Units  Estimated Accuracy
 PV0311;SPC WY E     -   446,830.      137,790.      MT  (+/- 180 meters Scaled)
 PV0311
 PV0311                          SUPERSEDED SURVEY CONTROL
 PV0311
 PV0311  NGVD 29 (??/??/92) 1202.155  (m)         3944.07   (f) ADJ UNCH    1 2
 PV0311
 PV0311.Superseded values are not recommended for survey control.
 PV0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0311.See file dsdata.txt to determine how the superseded data were derived.
 PV0311
 PV0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK245300(NAD 83)
 PV0311_MARKER: DB = BENCH MARK DISK
 PV0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0311_STAMPING: Q 123 1957
 PV0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0311+STABILITY: SURFACE MOTION
 PV0311
 PV0311  HISTORY     - Date     Condition        Report By
 PV0311  HISTORY     - 1957     MONUMENTED       CGS
 PV0311
 PV0311                          STATION DESCRIPTION
 PV0311
 PV0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0311'14.1 MI SE FROM ARVADA.
 PV0311'14.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0311'RAILROAD FROM THE STATION AT ARVADA, 0.25 MILE SOUTHEAST OF THE
 PV0311'SECTION FOREMANS HOUSE AT CROTON, 12 FEET NORTH-NORTHWEST OF THE
 PV0311'5TH POLE SOUTHEAST OF MILEPOST 627, 68 FEET NORTHEAST OF THE
 PV0311'NORTHEAST RAIL, 73 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT
 PV0311'ROAD, 2 1/2 FEET NORTHEAST OF THE FENCE, 2 FEET SOUTHEAST OF A
 PV0311'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE TRACK AND IN
 PV0311'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0102 ***********************************************************************
 PV0102  DESIGNATION -  Q 124
 PV0102  PID         -  PV0102
 PV0102  STATE/COUNTY-  WY/WESTON
 PV0102  USGS QUAD   -  THORNTON (1984)
 PV0102
 PV0102                         *CURRENT SURVEY CONTROL
 PV0102  ___________________________________________________________________
 PV0102* NAD 83(1986)-  44 08 03.     (N)    104 41 28.     (W)     SCALED    
 PV0102* NAVD 88     -      1316.604  (meters)    4319.56   (feet)  ADJUSTED  
 PV0102  ___________________________________________________________________
 PV0102  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0102  DYNAMIC HT  -        1316.070 (meters)    4317.81  (feet)  COMP
 PV0102  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 PV0102
 PV0102  VERT ORDER  -  FIRST     CLASS II
 PV0102
 PV0102.The horizontal coordinates were scaled from a topographic map and have
 PV0102.an estimated accuracy of +/- 6 seconds.
 PV0102
 PV0102.The orthometric height was determined by differential leveling
 PV0102.and adjusted by the National Geodetic Survey in June 1991..
 PV0102
 PV0102.The geoid height was determined by GEOID03.
 PV0102
 PV0102.The dynamic height is computed by dividing the NAVD 88
 PV0102.geopotential number by the normal gravity value computed on the
 PV0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0102.degrees latitude (g = 980.6199 gals.).
 PV0102
 PV0102.The modeled gravity was interpolated from observed gravity values.
 PV0102
 PV0102;                    North         East    Units  Estimated Accuracy
 PV0102;SPC WY E     -   403,770.      238,050.      MT  (+/- 180 meters Scaled)
 PV0102
 PV0102                          SUPERSEDED SURVEY CONTROL
 PV0102
 PV0102  NGVD 29 (??/??/92) 1315.973  (m)         4317.49   (f) ADJ UNCH    1 2
 PV0102
 PV0102.Superseded values are not recommended for survey control.
 PV0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0102.See file dsdata.txt to determine how the superseded data were derived.
 PV0102
 PV0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ247868(NAD 83)
 PV0102_MARKER: DB = BENCH MARK DISK
 PV0102_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0102_SP_SET: 16 FEET
 PV0102_STAMPING: Q 124 1957
 PV0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0102
 PV0102  HISTORY     - Date     Condition        Report By
 PV0102  HISTORY     - 1957     MONUMENTED       CGS
 PV0102
 PV0102                          STATION DESCRIPTION
 PV0102
 PV0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0102'4 MI NW FROM UPTON.
 PV0102'4.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0102'RAILROAD FROM THE STATION AT UPTON, 7 FEET EAST OF THE 3RD POLE
 PV0102'SOUTHEAST OF MILEPOST 553, 50 FEET NORTHEAST OF THE NORTHEAST
 PV0102'RAIL, 7 FEET NORTHWEST OF A T FENCE CORNER, 3 FEET SOUTHWEST OF
 PV0102'THE FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 PV0102'4 FEET LOWER THAN THE TRACK, A DISK ON A 5-8-INCH COPPER COATED
 PV0102'ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A
 PV0102'6-INCH TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0061 ***********************************************************************
 OU0061  DESIGNATION -  Q 125
 OU0061  PID         -  OU0061
 OU0061  STATE/COUNTY-  WY/WESTON
 OU0061  USGS QUAD   -  PEDRO (1972)
 OU0061
 OU0061                         *CURRENT SURVEY CONTROL
 OU0061  ___________________________________________________________________
 OU0061* NAD 83(1986)-  43 53 14.     (N)    104 19 00.     (W)     SCALED    
 OU0061* NAVD 88     -      1268.685  (meters)    4162.34   (feet)  ADJUSTED  
 OU0061  ___________________________________________________________________
 OU0061  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 OU0061  DYNAMIC HT  -        1268.133 (meters)    4160.53  (feet)  COMP
 OU0061  MODELED GRAV-     980,139.0   (mgal)                       NAVD 88
 OU0061
 OU0061  VERT ORDER  -  FIRST     CLASS II
 OU0061
 OU0061.This mark is at Mondell Field Airport (ECS)
 OU0061
 OU0061.The horizontal coordinates were scaled from a topographic map and have
 OU0061.an estimated accuracy of +/- 6 seconds.
 OU0061
 OU0061.The orthometric height was determined by differential leveling
 OU0061.and adjusted by the National Geodetic Survey in June 1991..
 OU0061.WARNING-Repeat measurements at this control monument indicate possible
 OU0061.vertical movement.
 OU0061
 OU0061.The geoid height was determined by GEOID03.
 OU0061
 OU0061.The dynamic height is computed by dividing the NAVD 88
 OU0061.geopotential number by the normal gravity value computed on the
 OU0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0061.degrees latitude (g = 980.6199 gals.).
 OU0061
 OU0061.The modeled gravity was interpolated from observed gravity values.
 OU0061
 OU0061;                    North         East    Units  Estimated Accuracy
 OU0061;SPC WY E     -   376,570.      268,300.      MT  (+/- 180 meters Scaled)
 OU0061
 OU0061                          SUPERSEDED SURVEY CONTROL
 OU0061
 OU0061  NGVD 29 (??/??/92) 1267.932  (m)         4159.87   (f) ADJ UNCH    1 2
 OU0061
 OU0061.Superseded values are not recommended for survey control.
 OU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0061.See file dsdata.txt to determine how the superseded data were derived.
 OU0061
 OU0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ548595(NAD 83)
 OU0061_MARKER: DB = BENCH MARK DISK
 OU0061_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OU0061_SP_SET: CONCRETE FOUNDATION
 OU0061_STAMPING: Q 125 1957
 OU0061_MARK LOGO: CGS   
 OU0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0061+STABILITY: SURFACE MOTION
 OU0061
 OU0061  HISTORY     - Date     Condition        Report By
 OU0061  HISTORY     - 1957     MONUMENTED       CGS
 OU0061  HISTORY     - 1985     GOOD             NGS
 OU0061
 OU0061                          STATION DESCRIPTION
 OU0061
 OU0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0061'6.4 MI NW FROM NEWCASTLE.
 OU0061'ABOUT 6.35 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0061'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, AT MONDELL
 OU0061'AIRPORT, ABOUT 135 YARDS SOUTHWEST OF THE OFFICE BUILDING, 85
 OU0061'YARDS NORTHEAST OF THE NORTHEAST EDGE OF THE NORTHWEST-SOUTHEAST
 OU0061'RUNWAY, 134 FEET NORTHWEST OF THE NORTHWEST EDGE OF A TAXI
 OU0061'STRIP AND IN THE TOP OF THE CENTER OF THE SOUTHWEST EDGE OF THE
 OU0061'CONCRETE FOUNDATION FOR THE WIND DIRECTION INDICATOR.
 OU0061
 OU0061                          STATION RECOVERY (1985)
 OU0061
 OU0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0061'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--10.55 KM (6.6 MI) NORTHWEST
 OU0061'ALONG US HIGHWAY 16 FROM THE COUNTY COURTHOUSE AT NEWCASTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0104 ***********************************************************************
 PV0104  DESIGNATION -  Q 126
 PV0104  PID         -  PV0104
 PV0104  STATE/COUNTY-  WY/WESTON
 PV0104  USGS QUAD   -  THORNTON (1984)
 PV0104
 PV0104                         *CURRENT SURVEY CONTROL
 PV0104  ___________________________________________________________________
 PV0104* NAD 83(1986)-  44 09 09.     (N)    104 43 28.     (W)     SCALED    
 PV0104* NAVD 88     -      1322.229  (meters)    4338.01   (feet)  ADJUSTED  
 PV0104  ___________________________________________________________________
 PV0104  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 PV0104  DYNAMIC HT  -        1321.696 (meters)    4336.26  (feet)  COMP
 PV0104  MODELED GRAV-     980,168.2   (mgal)                       NAVD 88
 PV0104
 PV0104  VERT ORDER  -  FIRST     CLASS II
 PV0104
 PV0104.The horizontal coordinates were scaled from a topographic map and have
 PV0104.an estimated accuracy of +/- 6 seconds.
 PV0104
 PV0104.The orthometric height was determined by differential leveling
 PV0104.and adjusted by the National Geodetic Survey in June 1991..
 PV0104
 PV0104.The geoid height was determined by GEOID03.
 PV0104
 PV0104.The dynamic height is computed by dividing the NAVD 88
 PV0104.geopotential number by the normal gravity value computed on the
 PV0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0104.degrees latitude (g = 980.6199 gals.).
 PV0104
 PV0104.The modeled gravity was interpolated from observed gravity values.
 PV0104
 PV0104;                    North         East    Units  Estimated Accuracy
 PV0104;SPC WY E     -   405,790.      235,380.      MT  (+/- 180 meters Scaled)
 PV0104
 PV0104                          SUPERSEDED SURVEY CONTROL
 PV0104
 PV0104  NGVD 29 (??/??/92) 1321.599  (m)         4335.95   (f) ADJ UNCH    1 2
 PV0104
 PV0104.Superseded values are not recommended for survey control.
 PV0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0104.See file dsdata.txt to determine how the superseded data were derived.
 PV0104
 PV0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ220888(NAD 83)
 PV0104_MARKER: DB = BENCH MARK DISK
 PV0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0104_STAMPING: Q 126 1957
 PV0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0104+STABILITY: SURFACE MOTION
 PV0104
 PV0104  HISTORY     - Date     Condition        Report By
 PV0104  HISTORY     - 1957     MONUMENTED       CGS
 PV0104  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0104
 PV0104                          STATION DESCRIPTION
 PV0104
 PV0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0104'6 MI NW FROM UPTON.
 PV0104'6.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0104'RAILROAD FROM THE STATION AT UPTON, 80 FEET NORTHWEST OF THE
 PV0104'1ST POLE SOUTHEAST OF MILEPOST 555, 45 FEET NORTHEAST OF THE
 PV0104'MILEPOST, 55 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 1/2 FEET
 PV0104'NORTHEAST OF THE FENCE, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 PV0104'WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK AND IN
 PV0104'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
 PV0104
 PV0104                          STATION RECOVERY (1985)
 PV0104
 PV0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0104'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0026 ***********************************************************************
 PW0026  DESIGNATION -  Q 127
 PW0026  PID         -  PW0026
 PW0026  STATE/COUNTY-  WY/SHERIDAN
 PW0026  USGS QUAD   -  LEITER (1971)
 PW0026
 PW0026                         *CURRENT SURVEY CONTROL
 PW0026  ___________________________________________________________________
 PW0026* NAD 83(1986)-  44 43 20.     (N)    106 16 24.     (W)     SCALED    
 PW0026* NAVD 88     -      1139.851  (meters)    3739.66   (feet)  ADJUSTED  
 PW0026  ___________________________________________________________________
 PW0026  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 PW0026  DYNAMIC HT  -        1139.429 (meters)    3738.28  (feet)  COMP
 PW0026  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 PW0026
 PW0026  VERT ORDER  -  FIRST     CLASS II
 PW0026
 PW0026.The horizontal coordinates were scaled from a topographic map and have
 PW0026.an estimated accuracy of +/- 6 seconds.
 PW0026
 PW0026.The orthometric height was determined by differential leveling
 PW0026.and adjusted by the National Geodetic Survey in June 1991..
 PW0026
 PW0026.The geoid height was determined by GEOID03.
 PW0026
 PW0026.The dynamic height is computed by dividing the NAVD 88
 PW0026.geopotential number by the normal gravity value computed on the
 PW0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0026.degrees latitude (g = 980.6199 gals.).
 PW0026
 PW0026.The modeled gravity was interpolated from observed gravity values.
 PW0026
 PW0026;                    North         East    Units  Estimated Accuracy
 PW0026;SPC WYEC     -   569,540.      483,980.      MT  (+/- 180 meters Scaled)
 PW0026
 PW0026                          SUPERSEDED SURVEY CONTROL
 PW0026
 PW0026  NGVD 29 (??/??/92) 1139.161  (m)         3737.40   (f) ADJ UNCH    1 2
 PW0026
 PW0026.Superseded values are not recommended for survey control.
 PW0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0026.See file dsdata.txt to determine how the superseded data were derived.
 PW0026
 PW0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK991528(NAD 83)
 PW0026_MARKER: DB = BENCH MARK DISK
 PW0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0026_SP_SET: ABUTMENT
 PW0026_STAMPING: Q 127 1957
 PW0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0026
 PW0026  HISTORY     - Date     Condition        Report By
 PW0026  HISTORY     - 1957     MONUMENTED       CGS
 PW0026
 PW0026                          STATION DESCRIPTION
 PW0026
 PW0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0026'8.4 MI NE FROM CLEARMONT.
 PW0026'8.4 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0026'FROM THE STATION AT CLEARMONT, ABOUT 0.3 MILE WEST OF THE LEITER
 PW0026'STATION SIGN, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 PW0026'ABUTMENT OF A STEEL GIRDER BRIDGE NUMBER 652.30 OVER CLEAR CREEK, 5
 PW0026'1/2 FEET SOUTH OF THE SOUTH RAIL, 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0149 ***********************************************************************
 PW0149  DESIGNATION -  Q 128
 PW0149  PID         -  PW0149
 PW0149  STATE/COUNTY-  WY/SHERIDAN
 PW0149  USGS QUAD   -  WYARNO (1977)
 PW0149
 PW0149                         *CURRENT SURVEY CONTROL
 PW0149  ___________________________________________________________________
 PW0149* NAD 83(1986)-  44 48 26.     (N)    106 46 08.     (W)     SCALED    
 PW0149* NAVD 88     -      1150.833  (meters)    3775.69   (feet)  ADJUSTED  
 PW0149  ___________________________________________________________________
 PW0149  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 PW0149  DYNAMIC HT  -        1150.408 (meters)    3774.30  (feet)  COMP
 PW0149  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 PW0149
 PW0149  VERT ORDER  -  FIRST     CLASS II
 PW0149
 PW0149.The horizontal coordinates were scaled from a topographic map and have
 PW0149.an estimated accuracy of +/- 6 seconds.
 PW0149
 PW0149.The orthometric height was determined by differential leveling
 PW0149.and adjusted by the National Geodetic Survey in June 1991..
 PW0149
 PW0149.The geoid height was determined by GEOID03.
 PW0149
 PW0149.The dynamic height is computed by dividing the NAVD 88
 PW0149.geopotential number by the normal gravity value computed on the
 PW0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0149.degrees latitude (g = 980.6199 gals.).
 PW0149
 PW0149.The modeled gravity was interpolated from observed gravity values.
 PW0149
 PW0149;                    North         East    Units  Estimated Accuracy
 PW0149;SPC WYEC     -   578,600.      444,650.      MT  (+/- 180 meters Scaled)
 PW0149
 PW0149                          SUPERSEDED SURVEY CONTROL
 PW0149
 PW0149  NGVD 29 (??/??/92) 1150.108  (m)         3773.31   (f) ADJ UNCH    1 2
 PW0149
 PW0149.Superseded values are not recommended for survey control.
 PW0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0149.See file dsdata.txt to determine how the superseded data were derived.
 PW0149
 PW0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK601630(NAD 83)
 PW0149_MARKER: DB = BENCH MARK DISK
 PW0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0149_SP_SET: CULVERT
 PW0149_STAMPING: Q 128 1957
 PW0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0149
 PW0149  HISTORY     - Date     Condition        Report By
 PW0149  HISTORY     - 1957     MONUMENTED       CGS
 PW0149
 PW0149                          STATION DESCRIPTION
 PW0149
 PW0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0149'11.75 MI E FROM SHERIDAN.
 PW0149'11.75 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0149'FROM THE STATION AT SHERIDAN, 7 POLES SOUTHEAST OF MILEPOST 687, IN
 PW0149'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF A
 PW0149'DOUBLE 6X8-FOOT CULVERT NUMBER 686.81, 14 FEET NORTHEAST OF THE
 PW0149'NORTHEAST RAIL OF THE ARNO SIDING, 29 1/2 FEET NORTHEAST OF THE
 PW0149'NORTHEAST RAIL OF THE MAIN TRACK, AND ABOUT 4 FEET BELOW THE LEVEL OF
 PW0149'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0212 ***********************************************************************
 PW0212  DESIGNATION -  Q 129
 PW0212  PID         -  PW0212
 PW0212  STATE/COUNTY-  WY/SHERIDAN
 PW0212  USGS QUAD   -  MONARCH (1978)
 PW0212
 PW0212                         *CURRENT SURVEY CONTROL
 PW0212  ___________________________________________________________________
 PW0212* NAD 83(1986)-  44 54 10.     (N)    107 01 39.     (W)     SCALED    
 PW0212* NAVD 88     -      1110.363  (meters)    3642.92   (feet)  ADJUSTED  
 PW0212  ___________________________________________________________________
 PW0212  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 PW0212  DYNAMIC HT  -        1109.986 (meters)    3641.68  (feet)  COMP
 PW0212  MODELED GRAV-     980,239.6   (mgal)                       NAVD 88
 PW0212
 PW0212  VERT ORDER  -  FIRST     CLASS II
 PW0212
 PW0212.The horizontal coordinates were scaled from a topographic map and have
 PW0212.an estimated accuracy of +/- 6 seconds.
 PW0212
 PW0212.The orthometric height was determined by differential leveling
 PW0212.and adjusted by the National Geodetic Survey in June 1991..
 PW0212
 PW0212.The geoid height was determined by GEOID03.
 PW0212
 PW0212.The dynamic height is computed by dividing the NAVD 88
 PW0212.geopotential number by the normal gravity value computed on the
 PW0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0212.degrees latitude (g = 980.6199 gals.).
 PW0212
 PW0212.The modeled gravity was interpolated from observed gravity values.
 PW0212
 PW0212;                    North         East    Units  Estimated Accuracy
 PW0212;SPC WYEC     -   589,110.      424,150.      MT  (+/- 180 meters Scaled)
 PW0212
 PW0212                          SUPERSEDED SURVEY CONTROL
 PW0212
 PW0212  NGVD 29 (??/??/92) 1109.636  (m)         3640.53   (f) ADJ UNCH    1 2
 PW0212
 PW0212.Superseded values are not recommended for survey control.
 PW0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0212.See file dsdata.txt to determine how the superseded data were derived.
 PW0212
 PW0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK399741(NAD 83)
 PW0212_MARKER: DB = BENCH MARK DISK
 PW0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0212_STAMPING: Q 129 1957
 PW0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0212+STABILITY: SURFACE MOTION
 PW0212
 PW0212  HISTORY     - Date     Condition        Report By
 PW0212  HISTORY     - 1957     MONUMENTED       CGS
 PW0212
 PW0212                          STATION DESCRIPTION
 PW0212
 PW0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0212'IN KLEENBURN.
 PW0212'AT KLEENBURN, ALONG THE CHICAGO, BURLINGTON, AND QUINCY RAILROAD, 15
 PW0212'FEET WEST OF THE 4TH POLE NORTHWEST OF MILEPOST 708, 12 1/2 FEET
 PW0212'NORTHEAST OF THE NORTHEAST RAIL, 79 FEET EAST OF THE NORTHEAST CORNER
 PW0212'OF THE STATION, 32 FEET NORTH OF THE CENTER OF THE CROSSING, 27 FEET
 PW0212'NORTHWEST OF THE CENTER LINE OF A GRAVEL ROAD, 3 FEET SOUTHEAST OF A
 PW0212'WHITE WOODEN WITNESS POST, ABOUT 6 INCHES BELOW THE LEVEL OF THE
 PW0212'TRACK, AND IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 PW0212'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0070 ***********************************************************************
 PY0070  DESIGNATION -  Q 13
 PY0070  PID         -  PY0070
 PY0070  STATE/COUNTY-  WY/TETON
 PY0070  USGS QUAD   -  LEWIS CANYON (1996)
 PY0070
 PY0070                         *CURRENT SURVEY CONTROL
 PY0070  ___________________________________________________________________
 PY0070* NAD 83(1986)-  44 11 16.     (N)    110 39 59.     (W)     SCALED    
 PY0070* NAVD 88     -      2307.586  (meters)    7570.81   (feet)  ADJUSTED  
 PY0070  ___________________________________________________________________
 PY0070  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0070  DYNAMIC HT  -        2306.075 (meters)    7565.85  (feet)  COMP
 PY0070  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 PY0070
 PY0070  VERT ORDER  -  FIRST     CLASS II
 PY0070
 PY0070.The horizontal coordinates were scaled from a topographic map and have
 PY0070.an estimated accuracy of +/- 6 seconds.
 PY0070
 PY0070.The orthometric height was determined by differential leveling
 PY0070.and adjusted by the National Geodetic Survey in June 1991..
 PY0070
 PY0070.The geoid height was determined by GEOID03.
 PY0070
 PY0070.The dynamic height is computed by dividing the NAVD 88
 PY0070.geopotential number by the normal gravity value computed on the
 PY0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0070.degrees latitude (g = 980.6199 gals.).
 PY0070
 PY0070.The modeled gravity was interpolated from observed gravity values.
 PY0070
 PY0070;                    North         East    Units  Estimated Accuracy
 PY0070;SPC WY W     -   509,780.      753,390.      MT  (+/- 180 meters Scaled)
 PY0070
 PY0070                          SUPERSEDED SURVEY CONTROL
 PY0070
 PY0070  NGVD 29 (??/??/92) 2306.328  (m)         7566.68   (f) ADJ UNCH    1 2
 PY0070
 PY0070.Superseded values are not recommended for survey control.
 PY0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0070.See file dsdata.txt to determine how the superseded data were derived.
 PY0070
 PY0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP266927(NAD 83)
 PY0070_MARKER: DB = BENCH MARK DISK
 PY0070_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PY0070_SP_SET: UNSPECIFIED ROCK
 PY0070_STAMPING: Q 13 1923 7566.589
 PY0070_MARK LOGO: CGS   
 PY0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0070
 PY0070  HISTORY     - Date     Condition        Report By
 PY0070  HISTORY     - 1923     MONUMENTED       CGS
 PY0070  HISTORY     - 1956     GOOD             USGS
 PY0070  HISTORY     - 1977     GOOD             USGS
 PY0070
 PY0070                          STATION DESCRIPTION
 PY0070
 PY0070'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0070'4.3 MI N FROM SOUTH ENTRANCE.
 PY0070'4.3 MILES NORTH ALONG THE SOUTH ENTRANCE-THUMB RANGER STATION ROAD
 PY0070'FROM SOUTH ENTRANCE, YELLOWSTONE NATIONAL PARK, 16 FEET WEST OF THE
 PY0070'CENTERLINE OF THE ROAD, 1 FOOT LOWER THAN THE ROAD, AND IN THE TOP OF
 PY0070'A ROCK.  A STANDARD DISK, STAMPED 7566.589 Q 13 1923.  NOTE-- USGS
 PY0070'REPORT-2.1 MILES NORTH OF SOUTH ENTRANCE, THENCE LEFT ON OLD SOUTH
 PY0070'ENTRANCE ROAD.
 PY0070
 PY0070                          STATION RECOVERY (1977)
 PY0070
 PY0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PY0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0179 ***********************************************************************
 MO0179  DESIGNATION -  Q 130
 MO0179  PID         -  MO0179
 MO0179  STATE/COUNTY-  WY/LARAMIE
 MO0179  USGS QUAD   -  POLE CREEK RANCH (1991)
 MO0179
 MO0179                         *CURRENT SURVEY CONTROL
 MO0179  ___________________________________________________________________
 MO0179* NAD 83(1986)-  41 18 13.     (N)    104 43 24.     (W)     SCALED    
 MO0179* NAVD 88     -      1828.014  (meters)    5997.41   (feet)  ADJUSTED  
 MO0179  ___________________________________________________________________
 MO0179  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 MO0179  DYNAMIC HT  -        1826.467 (meters)    5992.33  (feet)  COMP
 MO0179  MODELED GRAV-     979,712.5   (mgal)                       NAVD 88
 MO0179
 MO0179  VERT ORDER  -  SECOND    CLASS 0
 MO0179
 MO0179.The horizontal coordinates were scaled from a topographic map and have
 MO0179.an estimated accuracy of +/- 6 seconds.
 MO0179
 MO0179.The orthometric height was determined by differential leveling
 MO0179.and adjusted by the National Geodetic Survey in June 1991..
 MO0179
 MO0179.The geoid height was determined by GEOID03.
 MO0179
 MO0179.The dynamic height is computed by dividing the NAVD 88
 MO0179.geopotential number by the normal gravity value computed on the
 MO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0179.degrees latitude (g = 980.6199 gals.).
 MO0179
 MO0179.The modeled gravity was interpolated from observed gravity values.
 MO0179
 MO0179;                    North         East    Units  Estimated Accuracy
 MO0179;SPC WY E     -    89,330.      237,130.      MT  (+/- 180 meters Scaled)
 MO0179
 MO0179                          SUPERSEDED SURVEY CONTROL
 MO0179
 MO0179  NGVD 29 (??/??/92) 1827.036  (m)         5994.20   (f) ADJ UNCH    2 0
 MO0179
 MO0179.Superseded values are not recommended for survey control.
 MO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0179.See file dsdata.txt to determine how the superseded data were derived.
 MO0179
 MO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF231724(NAD 83)
 MO0179_MARKER: DB = BENCH MARK DISK
 MO0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0179_STAMPING: Q 130 1959
 MO0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0179+STABILITY: SURFACE MOTION
 MO0179
 MO0179  HISTORY     - Date     Condition        Report By
 MO0179  HISTORY     - 1959     MONUMENTED       CGS
 MO0179  HISTORY     - 1963     POOR             USGS
 MO0179
 MO0179                          STATION DESCRIPTION
 MO0179
 MO0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0179'14.8 MI NE FROM CHEYENNE.
 MO0179'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0179'CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE 5.7
 MO0179'MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 7.9 MILES NORTHEAST
 MO0179'ON U.S. HIGHWAY 85, ACROSS THE HIGHWAY FROM ABOUT THE CENTER OF A
 MO0179'LONG EARTHEN DAM, 300 FEET NORTH OF A CORRUGATED IRON CULVERT
 MO0179'UNDER THE HIGHWAY, 73 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 MO0179'2.5 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF THE
 MO0179'RIGHT OF WAY FENCE ABOUT ONE FOOT LOWER THAN THE HIGHWAY.  SET IN
 MO0179'A CONCRETE POST LEVEL WITH THE GROUND.  NGS-- SLIGHTLY TILTED DUE
 MO0179'TO A FIRE LANE CONSTRUCTION ALONG THE RIGHT-OF-WAY.
 MO0179
 MO0179                          STATION RECOVERY (1963)
 MO0179
 MO0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO0179'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0249 ***********************************************************************
 MQ0249  DESIGNATION -  Q 131
 MQ0249  PID         -  MQ0249
 MQ0249  STATE/COUNTY-  WY/SWEETWATER
 MQ0249  USGS QUAD   -  PERU (1980)
 MQ0249
 MQ0249                         *CURRENT SURVEY CONTROL
 MQ0249  ___________________________________________________________________
 MQ0249* NAD 83(1986)-  41 33 29.     (N)    109 33 51.     (W)     SCALED    
 MQ0249* NAVD 88     -      1905.620  (meters)    6252.02   (feet)  ADJUSTED  
 MQ0249  ___________________________________________________________________
 MQ0249  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 MQ0249  DYNAMIC HT  -        1903.966 (meters)    6246.60  (feet)  COMP
 MQ0249  MODELED GRAV-     979,687.7   (mgal)                       NAVD 88
 MQ0249
 MQ0249  VERT ORDER  -  FIRST     CLASS II
 MQ0249
 MQ0249.The horizontal coordinates were scaled from a topographic map and have
 MQ0249.an estimated accuracy of +/- 6 seconds.
 MQ0249
 MQ0249.The orthometric height was determined by differential leveling
 MQ0249.and adjusted by the National Geodetic Survey in June 1991..
 MQ0249
 MQ0249.The geoid height was determined by GEOID03.
 MQ0249
 MQ0249.The dynamic height is computed by dividing the NAVD 88
 MQ0249.geopotential number by the normal gravity value computed on the
 MQ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0249.degrees latitude (g = 980.6199 gals.).
 MQ0249
 MQ0249.The modeled gravity was interpolated from observed gravity values.
 MQ0249
 MQ0249;                    North         East    Units  Estimated Accuracy
 MQ0249;SPC WYWC     -   117,820.      532,090.      MT  (+/- 180 meters Scaled)
 MQ0249
 MQ0249                          SUPERSEDED SURVEY CONTROL
 MQ0249
 MQ0249  NGVD 29 (06/08/92) 1904.294  (m)         6247.67   (f) ADJUSTED    1 2
 MQ0249
 MQ0249.Superseded values are not recommended for survey control.
 MQ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0249.See file dsdata.txt to determine how the superseded data were derived.
 MQ0249
 MQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM197017(NAD 83)
 MQ0249_MARKER: DB = BENCH MARK DISK
 MQ0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0249_SP_SET: CULVERT
 MQ0249_STAMPING: Q 131 1958
 MQ0249_MARK LOGO: CGS   
 MQ0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0249
 MQ0249  HISTORY     - Date     Condition        Report By
 MQ0249  HISTORY     - 1958     MONUMENTED       CGS
 MQ0249  HISTORY     - 1983     GOOD             NGS
 MQ0249
 MQ0249                          STATION DESCRIPTION
 MQ0249
 MQ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0249'5.9 MI W FROM GREEN RIVER.
 MQ0249'ABOUT 5.9 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0249'GREEN RIVER, 22 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT A
 MQ0249'LARGE BOX TYPE CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP AND
 MQ0249'CENTER OF THE NORTHWEST CONCRETE HEAD WALL, AND ABOUT 2 1/2 FEET BELOW
 MQ0249'THE LEVEL OF THE HIGHWAY.
 MQ0249
 MQ0249                          STATION RECOVERY (1983)
 MQ0249
 MQ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0249'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0249'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0002 ***********************************************************************
 MR0002  DESIGNATION -  Q 132
 MR0002  PID         -  MR0002
 MR0002  STATE/COUNTY-  WY/SWEETWATER
 MR0002  USGS QUAD   -  VERNE (1969)
 MR0002
 MR0002                         *CURRENT SURVEY CONTROL
 MR0002  ___________________________________________________________________
 MR0002* NAD 83(1986)-  41 34 25.     (N)    110 01 07.     (W)     SCALED    
 MR0002* NAVD 88     -      1929.564  (meters)    6330.58   (feet)  ADJUSTED  
 MR0002  ___________________________________________________________________
 MR0002  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 MR0002  DYNAMIC HT  -        1927.910 (meters)    6325.15  (feet)  COMP
 MR0002  MODELED GRAV-     979,697.8   (mgal)                       NAVD 88
 MR0002
 MR0002  VERT ORDER  -  FIRST     CLASS II
 MR0002
 MR0002.The horizontal coordinates were scaled from a topographic map and have
 MR0002.an estimated accuracy of +/- 6 seconds.
 MR0002
 MR0002.The orthometric height was determined by differential leveling
 MR0002.and adjusted by the National Geodetic Survey in June 1991..
 MR0002
 MR0002.The geoid height was determined by GEOID03.
 MR0002
 MR0002.The dynamic height is computed by dividing the NAVD 88
 MR0002.geopotential number by the normal gravity value computed on the
 MR0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0002.degrees latitude (g = 980.6199 gals.).
 MR0002
 MR0002.The modeled gravity was interpolated from observed gravity values.
 MR0002
 MR0002;                    North         East    Units  Estimated Accuracy
 MR0002;SPC WYWC     -   120,000.      494,200.      MT  (+/- 180 meters Scaled)
 MR0002
 MR0002                          SUPERSEDED SURVEY CONTROL
 MR0002
 MR0002  NGVD 29 (06/08/92) 1928.256  (m)         6326.29   (f) ADJUSTED    1 2
 MR0002
 MR0002.Superseded values are not recommended for survey control.
 MR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0002.See file dsdata.txt to determine how the superseded data were derived.
 MR0002
 MR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM818029(NAD 83)
 MR0002_MARKER: DB = BENCH MARK DISK
 MR0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0002_STAMPING: Q 132 1958
 MR0002_MARK LOGO: CGS   
 MR0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0002+STABILITY: SURFACE MOTION
 MR0002
 MR0002  HISTORY     - Date     Condition        Report By
 MR0002  HISTORY     - 1958     MONUMENTED       CGS
 MR0002  HISTORY     - 1983     GOOD             NGS
 MR0002
 MR0002                          STATION DESCRIPTION
 MR0002
 MR0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0002'2.9 MI SW FROM GRANGER.
 MR0002'ABOUT 2.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0002'STATION AT GRANGER, 105 FEET SOUTH OF THE 5TH POLE WEST OF MILEPOST
 MR0002'850, 186 FEET SOUTH OF THE SOUTH RAIL, 5 FEET SOUTH OF THE RIGHT OF
 MR0002'WAY FENCE, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 5 FEET ABOVE
 MR0002'THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 13 INCHES.
 MR0002
 MR0002                          STATION RECOVERY (1983)
 MR0002
 MR0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0060 ***********************************************************************
 MR0060  DESIGNATION -  Q 133
 MR0060  PID         -  MR0060
 MR0060  STATE/COUNTY-  WY/UINTA
 MR0060  USGS QUAD   -  CARTER (1964)
 MR0060
 MR0060                         *CURRENT SURVEY CONTROL
 MR0060  ___________________________________________________________________
 MR0060* NAD 83(1986)-  41 27 06.     (N)    110 24 32.     (W)     SCALED    
 MR0060* NAVD 88     -      1976.871  (meters)    6485.78   (feet)  ADJUSTED  
 MR0060  ___________________________________________________________________
 MR0060  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MR0060  DYNAMIC HT  -        1975.165 (meters)    6480.19  (feet)  COMP
 MR0060  MODELED GRAV-     979,689.7   (mgal)                       NAVD 88
 MR0060
 MR0060  VERT ORDER  -  FIRST     CLASS II
 MR0060
 MR0060.The horizontal coordinates were scaled from a topographic map and have
 MR0060.an estimated accuracy of +/- 6 seconds.
 MR0060
 MR0060.The orthometric height was determined by differential leveling
 MR0060.and adjusted by the National Geodetic Survey in June 1991..
 MR0060
 MR0060.The geoid height was determined by GEOID03.
 MR0060
 MR0060.The dynamic height is computed by dividing the NAVD 88
 MR0060.geopotential number by the normal gravity value computed on the
 MR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0060.degrees latitude (g = 980.6199 gals.).
 MR0060
 MR0060.The modeled gravity was interpolated from observed gravity values.
 MR0060
 MR0060;                    North         East    Units  Estimated Accuracy
 MR0060;SPC WY W     -   205,730.      772,800.      MT  (+/- 180 meters Scaled)
 MR0060
 MR0060                          SUPERSEDED SURVEY CONTROL
 MR0060
 MR0060  NGVD 29 (06/08/92) 1975.605  (m)         6481.63   (f) ADJUSTED    1 2
 MR0060
 MR0060.Superseded values are not recommended for survey control.
 MR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0060.See file dsdata.txt to determine how the superseded data were derived.
 MR0060
 MR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL493890(NAD 83)
 MR0060_MARKER: DB = BENCH MARK DISK
 MR0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0060_STAMPING: Q 133 1958
 MR0060_MARK LOGO: CGS   
 MR0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0060+STABILITY: SURFACE MOTION
 MR0060
 MR0060  HISTORY     - Date     Condition        Report By
 MR0060  HISTORY     - 1958     MONUMENTED       CGS
 MR0060  HISTORY     - 1983     GOOD             NGS
 MR0060
 MR0060                          STATION DESCRIPTION
 MR0060
 MR0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0060'1.5 MI NE FROM CARTER.
 MR0060'ABOUT 1.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0060'STATION AT CARTER, 298 FEET WEST AND ACROSS THE TRACKS FROM MILEPOST
 MR0060'874, 200 FEET WEST OF THE WEST RAIL, 191 FEET WEST-SOUTHWEST OF A
 MR0060'SEMAPHORE AND BATTERY BOX, 11 FEET EAST OF THE CENTER LINE OF A TRAIL
 MR0060'ROAD, 3 FEET EAST OF THE RIGHT OF WAY FENCE, 2 FEET SOUTH OF A METAL
 MR0060'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACKS, AND IN THE
 MR0060'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0060
 MR0060                          STATION RECOVERY (1983)
 MR0060
 MR0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0132 ***********************************************************************
 MR0132  DESIGNATION -  Q 134
 MR0132  PID         -  MR0132
 MR0132  STATE/COUNTY-  WY/UINTA
 MR0132  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0132
 MR0132                         *CURRENT SURVEY CONTROL
 MR0132  ___________________________________________________________________
 MR0132* NAD 83(1986)-  41 12 05.     (N)    110 46 50.     (W)     SCALED    
 MR0132* NAVD 88     -      2204.014  (meters)    7231.00   (feet)  ADJUSTED  
 MR0132  ___________________________________________________________________
 MR0132  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 MR0132  DYNAMIC HT  -        2201.931 (meters)    7224.17  (feet)  COMP
 MR0132  MODELED GRAV-     979,599.7   (mgal)                       NAVD 88
 MR0132
 MR0132  VERT ORDER  -  FIRST     CLASS II
 MR0132
 MR0132.The horizontal coordinates were scaled from a topographic map and have
 MR0132.an estimated accuracy of +/- 6 seconds.
 MR0132
 MR0132.The orthometric height was determined by differential leveling
 MR0132.and adjusted by the National Geodetic Survey in June 1991..
 MR0132
 MR0132.The geoid height was determined by GEOID03.
 MR0132
 MR0132.The dynamic height is computed by dividing the NAVD 88
 MR0132.geopotential number by the normal gravity value computed on the
 MR0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0132.degrees latitude (g = 980.6199 gals.).
 MR0132
 MR0132.The modeled gravity was interpolated from observed gravity values.
 MR0132
 MR0132;                    North         East    Units  Estimated Accuracy
 MR0132;SPC WY W     -   178,120.      741,520.      MT  (+/- 180 meters Scaled)
 MR0132
 MR0132                          SUPERSEDED SURVEY CONTROL
 MR0132
 MR0132  NGVD 29 (??/??/92) 2202.557  (m)         7226.22   (f) ADJ UNCH    1 2
 MR0132
 MR0132.Superseded values are not recommended for survey control.
 MR0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0132.See file dsdata.txt to determine how the superseded data were derived.
 MR0132
 MR0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL183611(NAD 83)
 MR0132_MARKER: DB = BENCH MARK DISK
 MR0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0132_SP_SET: WALL
 MR0132_STAMPING: Q 134 1958
 MR0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0132
 MR0132  HISTORY     - Date     Condition        Report By
 MR0132  HISTORY     - 1958     MONUMENTED       CGS
 MR0132  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0132
 MR0132                          STATION DESCRIPTION
 MR0132
 MR0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0132'0.4 MI NE FROM ALTAMONT.
 MR0132'ABOUT 0.4 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0132'STATION AT ALTAMONT, AT THE WEST END OF THE ASPIN TUNNEL, IN THE TOP
 MR0132'OF THE WEST END OF THE SOUTH CONCRETE WALL OF A WATER GUTTER, 3 1/2
 MR0132'FEET SOUTH OF THE SOUTH RAIL, 1 1/2 FEET NORTH OF THE SOUTH WALL OF
 MR0132'THE TUNNEL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 MR0132
 MR0132                          STATION RECOVERY (1983)
 MR0132
 MR0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0120 ***********************************************************************
 MR0120  DESIGNATION -  Q 135
 MR0120  PID         -  MR0120
 MR0120  STATE/COUNTY-  WY/UINTA
 MR0120  USGS QUAD   -  RAGAN (1978)
 MR0120
 MR0120                         *CURRENT SURVEY CONTROL
 MR0120  ___________________________________________________________________
 MR0120* NAD 83(1986)-  41 18 45.     (N)    110 37 37.     (W)     SCALED    
 MR0120* NAVD 88     -      2054.803  (meters)    6741.47   (feet)  ADJUSTED  
 MR0120  ___________________________________________________________________
 MR0120  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 MR0120  DYNAMIC HT  -        2052.957 (meters)    6735.41  (feet)  COMP
 MR0120  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 MR0120
 MR0120  VERT ORDER  -  FIRST     CLASS II
 MR0120
 MR0120.The horizontal coordinates were scaled from a topographic map and have
 MR0120.an estimated accuracy of +/- 6 seconds.
 MR0120
 MR0120.The orthometric height was determined by differential leveling
 MR0120.and adjusted by the National Geodetic Survey in June 1991..
 MR0120.WARNING-Repeat measurements at this control monument indicate possible
 MR0120.vertical movement.
 MR0120
 MR0120.The geoid height was determined by GEOID03.
 MR0120
 MR0120.The dynamic height is computed by dividing the NAVD 88
 MR0120.geopotential number by the normal gravity value computed on the
 MR0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0120.degrees latitude (g = 980.6199 gals.).
 MR0120
 MR0120.The modeled gravity was interpolated from observed gravity values.
 MR0120
 MR0120;                    North         East    Units  Estimated Accuracy
 MR0120;SPC WY W     -   190,370.      754,480.      MT  (+/- 180 meters Scaled)
 MR0120
 MR0120                          SUPERSEDED SURVEY CONTROL
 MR0120
 MR0120  NGVD 29 (06/08/92) 2053.512  (m)         6737.23   (f) ADJUSTED    1 2
 MR0120
 MR0120.Superseded values are not recommended for survey control.
 MR0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0120.See file dsdata.txt to determine how the superseded data were derived.
 MR0120
 MR0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL312735(NAD 83)
 MR0120_MARKER: DB = BENCH MARK DISK
 MR0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0120_STAMPING: Q 135 1958
 MR0120_MARK LOGO: CGS   
 MR0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0120+STABILITY: SURFACE MOTION
 MR0120
 MR0120  HISTORY     - Date     Condition        Report By
 MR0120  HISTORY     - 1958     MONUMENTED       CGS
 MR0120  HISTORY     - 1983     GOOD             NGS
 MR0120
 MR0120                          STATION DESCRIPTION
 MR0120
 MR0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0120'12.25 MI NE FROM ALTAMONT.
 MR0120'ABOUT 12.25 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0120'STATION AT ALTAMONT, ABOUT 0.65 MILE NORTHEAST OF MILEPOST 892, ABOUT
 MR0120'0.85 MILE SOUTHWEST OF THE LEROY SIDING SIGN, 70 FEET SOUTHEAST OF THE
 MR0120'SOUTHEAST RAIL, 46 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD,
 MR0120'30 FEET SOUTH OF A TELEPHONE POLE, 19 FEET SOUTHEAST OF THE RIGHT OF
 MR0120'WAY FENCE, 1 1/2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 8 FEET
 MR0120'BELOW THE LEVEL OF THE TRACKS, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 MR0120'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 MR0120
 MR0120                          STATION RECOVERY (1983)
 MR0120
 MR0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0042 ***********************************************************************
 MP0042  DESIGNATION -  Q 141
 MP0042  PID         -  MP0042
 MP0042  STATE/COUNTY-  WY/CARBON
 MP0042  USGS QUAD   -  MEDICINE BOW (1971)
 MP0042
 MP0042                         *CURRENT SURVEY CONTROL
 MP0042  ___________________________________________________________________
 MP0042* NAD 83(1986)-  41 57 20.     (N)    106 10 21.     (W)     SCALED    
 MP0042* NAVD 88     -      2043.368  (meters)    6703.95   (feet)  ADJUSTED  
 MP0042  ___________________________________________________________________
 MP0042  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 MP0042  DYNAMIC HT  -        2041.691 (meters)    6698.45  (feet)  COMP
 MP0042  MODELED GRAV-     979,728.7   (mgal)                       NAVD 88
 MP0042
 MP0042  VERT ORDER  -  SECOND    CLASS 0
 MP0042
 MP0042.The horizontal coordinates were scaled from a topographic map and have
 MP0042.an estimated accuracy of +/- 6 seconds.
 MP0042
 MP0042.The orthometric height was determined by differential leveling
 MP0042.and adjusted by the National Geodetic Survey in June 1991..
 MP0042
 MP0042.The geoid height was determined by GEOID03.
 MP0042
 MP0042.The dynamic height is computed by dividing the NAVD 88
 MP0042.geopotential number by the normal gravity value computed on the
 MP0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0042.degrees latitude (g = 980.6199 gals.).
 MP0042
 MP0042.The modeled gravity was interpolated from observed gravity values.
 MP0042
 MP0042;                    North         East    Units  Estimated Accuracy
 MP0042;SPC WYEC     -   262,290.      496,240.      MT  (+/- 180 meters Scaled)
 MP0042
 MP0042                          SUPERSEDED SURVEY CONTROL
 MP0042
 MP0042  NGVD 29 (??/??/92) 2042.28   (m)         6700.4    (f) COMPUTED    2 0
 MP0042
 MP0042.Superseded values are not recommended for survey control.
 MP0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0042.See file dsdata.txt to determine how the superseded data were derived.
 MP0042
 MP0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG028455(NAD 83)
 MP0042_MARKER: DB = BENCH MARK DISK
 MP0042_SETTING: 66 = SET IN ROCK OUTCROP
 MP0042_SP_SET: ROCK OUTCROP
 MP0042_STAMPING: Q 141 1959
 MP0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0042+STABILITY: POSITION/ELEVATION WELL
 MP0042
 MP0042  HISTORY     - Date     Condition        Report By
 MP0042  HISTORY     - 1959     MONUMENTED       CGS
 MP0042
 MP0042                          STATION DESCRIPTION
 MP0042
 MP0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MP0042'5.15 MI N FROM MEDICINE BOW.
 MP0042'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 MP0042'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 4.95 MILES NORTH ALONG
 MP0042'A PAVED ROAD, 185 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN
 MP0042'SECTION 21, R 78 W, T 23 N, ABOUT 0.75 MILE NORTH OF THE NEW BRIDGE
 MP0042'OVER LITTLE MEDICINE BOW RIVER, IN THE TOP OF A ROCK OUTCROP, AND
 MP0042'ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0121 ***********************************************************************
 NR0121  DESIGNATION -  Q 142
 NR0121  PID         -  NR0121
 NR0121  STATE/COUNTY-  WY/NATRONA
 NR0121  USGS QUAD   -  MUD SPRINGS (1984)
 NR0121
 NR0121                         *CURRENT SURVEY CONTROL
 NR0121  ___________________________________________________________________
 NR0121* NAD 83(1986)-  42 27 52.     (N)    106 15 32.     (W)     SCALED    
 NR0121* NAVD 88     -      2244.421  (meters)    7363.57   (feet)  ADJUSTED  
 NR0121  ___________________________________________________________________
 NR0121  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 NR0121  DYNAMIC HT  -        2242.664 (meters)    7357.81  (feet)  COMP
 NR0121  MODELED GRAV-     979,756.9   (mgal)                       NAVD 88
 NR0121
 NR0121  VERT ORDER  -  SECOND    CLASS 0
 NR0121
 NR0121.The horizontal coordinates were scaled from a topographic map and have
 NR0121.an estimated accuracy of +/- 6 seconds.
 NR0121
 NR0121.The orthometric height was determined by differential leveling
 NR0121.and adjusted by the National Geodetic Survey in June 1991..
 NR0121
 NR0121.The geoid height was determined by GEOID03.
 NR0121
 NR0121.The dynamic height is computed by dividing the NAVD 88
 NR0121.geopotential number by the normal gravity value computed on the
 NR0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0121.degrees latitude (g = 980.6199 gals.).
 NR0121
 NR0121.The modeled gravity was interpolated from observed gravity values.
 NR0121
 NR0121;                    North         East    Units  Estimated Accuracy
 NR0121;SPC WYEC     -   318,720.      488,360.      MT  (+/- 180 meters Scaled)
 NR0121
 NR0121                          SUPERSEDED SURVEY CONTROL
 NR0121
 NR0121  NGVD 29 (??/??/92) 2243.313  (m)         7359.94   (f) ADJ UNCH    2 0
 NR0121
 NR0121.Superseded values are not recommended for survey control.
 NR0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0121.See file dsdata.txt to determine how the superseded data were derived.
 NR0121
 NR0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH965021(NAD 83)
 NR0121_MARKER: DB = BENCH MARK DISK
 NR0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0121_STAMPING: Q 142 1959
 NR0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0121+STABILITY: SURFACE MOTION
 NR0121
 NR0121  HISTORY     - Date     Condition        Report By
 NR0121  HISTORY     - 1959     MONUMENTED       CGS
 NR0121
 NR0121                          STATION DESCRIPTION
 NR0121
 NR0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0121'43.4 MI S FROM CASPER.
 NR0121'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0121'POST OFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0121'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0121'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0121'ROAD, THENCE ABOUT 18.6 MILES SOUTHEAST ALONG A DIRT ROAD, 49 FEET
 NR0121'SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN SECTION 24, R 79 W, T 29
 NR0121'N, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NR0121'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0350 ***********************************************************************
 NQ0350  DESIGNATION -  Q 143
 NQ0350  PID         -  NQ0350
 NQ0350  STATE/COUNTY-  WY/ALBANY
 NQ0350  USGS QUAD   -  FLETCHER PARK (1992)
 NQ0350
 NQ0350                         *CURRENT SURVEY CONTROL
 NQ0350  ___________________________________________________________________
 NQ0350* NAD 83(1986)-  42 08 27.     (N)    105 16 57.     (W)     SCALED    
 NQ0350* NAVD 88     -      1731.143  (meters)    5679.59   (feet)  ADJUSTED  
 NQ0350  ___________________________________________________________________
 NQ0350  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 NQ0350  DYNAMIC HT  -        1729.983 (meters)    5675.79  (feet)  COMP
 NQ0350  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 NQ0350
 NQ0350  VERT ORDER  -  SECOND    CLASS 0
 NQ0350
 NQ0350.The horizontal coordinates were scaled from a topographic map and have
 NQ0350.an estimated accuracy of +/- 6 seconds.
 NQ0350
 NQ0350.The orthometric height was determined by differential leveling
 NQ0350.and adjusted by the National Geodetic Survey in June 1991..
 NQ0350
 NQ0350.The geoid height was determined by GEOID03.
 NQ0350
 NQ0350.The dynamic height is computed by dividing the NAVD 88
 NQ0350.geopotential number by the normal gravity value computed on the
 NQ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0350.degrees latitude (g = 980.6199 gals.).
 NQ0350
 NQ0350.The modeled gravity was interpolated from observed gravity values.
 NQ0350
 NQ0350;                    North         East    Units  Estimated Accuracy
 NQ0350;SPC WY E     -   182,230.      190,430.      MT  (+/- 180 meters Scaled)
 NQ0350
 NQ0350                          SUPERSEDED SURVEY CONTROL
 NQ0350
 NQ0350  NGVD 29 (??/??/92) 1730.308  (m)         5676.85   (f) ADJ UNCH    2 0
 NQ0350
 NQ0350.Superseded values are not recommended for survey control.
 NQ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0350.See file dsdata.txt to determine how the superseded data were derived.
 NQ0350
 NQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG766654(NAD 83)
 NQ0350_MARKER: DB = BENCH MARK DISK
 NQ0350_SETTING: 80 = SET IN A BOULDER
 NQ0350_SP_SET: BOULDER
 NQ0350_STAMPING: Q 143 1959
 NQ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0350+STABILITY: SURFACE MOTION
 NQ0350
 NQ0350  HISTORY     - Date     Condition        Report By
 NQ0350  HISTORY     - 1959     MONUMENTED       CGS
 NQ0350
 NQ0350                          STATION DESCRIPTION
 NQ0350
 NQ0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0350'22.5 MI NW FROM WHEATLAND.
 NQ0350'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0350'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0350'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0350'A PAVED ROAD, THENCE ABOUT 6.55 MILES NORTHWEST ALONG A GRADED
 NQ0350'DIRT ROAD, IN THE NORTHEAST 1/4 OF SECTION 18, T 25 N, R 71 W,
 NQ0350'51 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF
 NQ0350'THE EAST SIDE OF A LARGE GRANITE BOULDER WHICH PROJECTS ABOUT
 NQ0350'1 1/2 FEET, THE BOULDER PROJECTS ABOUT 7 FEET AT THE HIGHEST
 NQ0350'POINT, 47 FEET NORTH OF THE NORTH END OF A CATTLE GUARD, AND
 NQ0350'1 FOOT SOUTH OF AN 18-INCH PINE TREE.  THE MARK IS ABOUT 5 FEET
 NQ0350'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0375 ***********************************************************************
 NQ0375  DESIGNATION -  Q 144
 NQ0375  PID         -  NQ0375
 NQ0375  STATE/COUNTY-  WY/ALBANY
 NQ0375  USGS QUAD   -  GARRETT (1968)
 NQ0375
 NQ0375                         *CURRENT SURVEY CONTROL
 NQ0375  ___________________________________________________________________
 NQ0375* NAD 83(1986)-  42 05 22.     (N)    105 34 34.     (W)     SCALED    
 NQ0375* NAVD 88     -      2141.904  (meters)    7027.23   (feet)  ADJUSTED  
 NQ0375  ___________________________________________________________________
 NQ0375  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 NQ0375  DYNAMIC HT  -        2140.274 (meters)    7021.88  (feet)  COMP
 NQ0375  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 NQ0375
 NQ0375  VERT ORDER  -  SECOND    CLASS 0
 NQ0375
 NQ0375.The horizontal coordinates were scaled from a topographic map and have
 NQ0375.an estimated accuracy of +/- 6 seconds.
 NQ0375
 NQ0375.The orthometric height was determined by differential leveling
 NQ0375.and adjusted by the National Geodetic Survey in June 1991..
 NQ0375
 NQ0375.The geoid height was determined by GEOID03.
 NQ0375
 NQ0375.The dynamic height is computed by dividing the NAVD 88
 NQ0375.geopotential number by the normal gravity value computed on the
 NQ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0375.degrees latitude (g = 980.6199 gals.).
 NQ0375
 NQ0375.The modeled gravity was interpolated from observed gravity values.
 NQ0375
 NQ0375;                    North         East    Units  Estimated Accuracy
 NQ0375;SPC WY E     -   176,590.      166,130.      MT  (+/- 180 meters Scaled)
 NQ0375
 NQ0375                          SUPERSEDED SURVEY CONTROL
 NQ0375
 NQ0375  NGVD 29 (??/??/92) 2140.938  (m)         7024.06   (f) ADJ UNCH    2 0
 NQ0375
 NQ0375.Superseded values are not recommended for survey control.
 NQ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0375.See file dsdata.txt to determine how the superseded data were derived.
 NQ0375
 NQ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG523598(NAD 83)
 NQ0375_MARKER: DB = BENCH MARK DISK
 NQ0375_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0375_SP_SET: ROCK OUTCROP
 NQ0375_STAMPING: Q 144 1959
 NQ0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0375+STABILITY: POSITION/ELEVATION WELL
 NQ0375
 NQ0375  HISTORY     - Date     Condition        Report By
 NQ0375  HISTORY     - 1959     MONUMENTED       CGS
 NQ0375
 NQ0375                          STATION DESCRIPTION
 NQ0375
 NQ0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0375'3.5 MI SE FROM GARRETT.
 NQ0375'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0375'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG
 NQ0375'A GRADED DIRT ROAD, IN THE SOUTHEAST 1/4 OF SECTION 34, T 25 N,
 NQ0375'R 73 W, AT A CURVE IN THE ROAD, 61 FEET SOUTH OF THE CENTER
 NQ0375'LINE OF THE ROAD, IN THE TOP OF THE NORTH SIDE AND NEAR THE EAST
 NQ0375'END OF A SLOPING ROCK OUTCROP PROJECTING 4 FEET, 145 FEET
 NQ0375'EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF A TRACK ROAD
 NQ0375'LEADING NORTHEAST, 22 FEET WEST OF A FENCE CORNER, 3 FEET SOUTH
 NQ0375'OF A FENCE, AND ABOUT 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0399 ***********************************************************************
 NQ0399  DESIGNATION -  Q 145
 NQ0399  PID         -  NQ0399
 NQ0399  STATE/COUNTY-  WY/ALBANY
 NQ0399  USGS QUAD   -  ROGERS CREEK (1968)
 NQ0399
 NQ0399                         *CURRENT SURVEY CONTROL
 NQ0399  ___________________________________________________________________
 NQ0399* NAD 83(1986)-  42 14 49.     (N)    105 51 06.     (W)     SCALED    
 NQ0399* NAVD 88     -      2195.494  (meters)    7203.05   (feet)  ADJUSTED  
 NQ0399  ___________________________________________________________________
 NQ0399  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 NQ0399  DYNAMIC HT  -        2193.788 (meters)    7197.45  (feet)  COMP
 NQ0399  MODELED GRAV-     979,764.5   (mgal)                       NAVD 88
 NQ0399
 NQ0399  VERT ORDER  -  SECOND    CLASS 0
 NQ0399
 NQ0399.The horizontal coordinates were scaled from a topographic map and have
 NQ0399.an estimated accuracy of +/- 6 seconds.
 NQ0399
 NQ0399.The orthometric height was determined by differential leveling
 NQ0399.and adjusted by the National Geodetic Survey in June 1991..
 NQ0399
 NQ0399.The geoid height was determined by GEOID03.
 NQ0399
 NQ0399.The dynamic height is computed by dividing the NAVD 88
 NQ0399.geopotential number by the normal gravity value computed on the
 NQ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0399.degrees latitude (g = 980.6199 gals.).
 NQ0399
 NQ0399.The modeled gravity was interpolated from observed gravity values.
 NQ0399
 NQ0399;                    North         East    Units  Estimated Accuracy
 NQ0399;SPC WY E     -   194,230.      143,470.      MT  (+/- 180 meters Scaled)
 NQ0399
 NQ0399                          SUPERSEDED SURVEY CONTROL
 NQ0399
 NQ0399  NGVD 29 (??/??/92) 2194.456  (m)         7199.64   (f) ADJ UNCH    2 0
 NQ0399
 NQ0399.Superseded values are not recommended for survey control.
 NQ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0399.See file dsdata.txt to determine how the superseded data were derived.
 NQ0399
 NQ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG297775(NAD 83)
 NQ0399_MARKER: DB = BENCH MARK DISK
 NQ0399_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0399_SP_SET: ROCK OUTCROP
 NQ0399_STAMPING: Q 145 1959
 NQ0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0399+STABILITY: POSITION/ELEVATION WELL
 NQ0399
 NQ0399  HISTORY     - Date     Condition        Report By
 NQ0399  HISTORY     - 1959     MONUMENTED       CGS
 NQ0399
 NQ0399                          STATION DESCRIPTION
 NQ0399
 NQ0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0399'21 MI NW FROM GARRETT.
 NQ0399'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE
 NQ0399'OLD POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST
 NQ0399'ALONG A GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT
 NQ0399'0.6 MILE SOUTH ALONG THE OLD FETTERMAN ROAD WHICH IS COUNTY ROAD
 NQ0399'61, THENCE ABOUT 11.7 MILES NORTHWEST ALONG A GRADED DIRT
 NQ0399'ROAD WHICH IS COUNTY ROAD 64, 29 FEET EAST OF THE CENTER LINE
 NQ0399'OF THE ROAD, IN THE SOUTHEAST CORNER OF SECTION 5, T 26 N, R 75
 NQ0399'W, IN THE TOP OF A REDDISH SANDSTONE ROCK OUTCROP PROJECTING
 NQ0399'8 INCHES, ABOUT 0.15 MILE WEST OF A NORTH-SOUTH POWER LINE,
 NQ0399'323 FEET NORTH OF A FENCE, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 NQ0399'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0129 ***********************************************************************
 NR0129  DESIGNATION -  Q 146
 NR0129  PID         -  NR0129
 NR0129  STATE/COUNTY-  WY/ALBANY
 NR0129  USGS QUAD   -  CHALK HILLS (1984)
 NR0129
 NR0129                         *CURRENT SURVEY CONTROL
 NR0129  ___________________________________________________________________
 NR0129* NAD 83(1986)-  42 21 50.     (N)    106 02 54.     (W)     SCALED    
 NR0129* NAVD 88     -      2192.097  (meters)    7191.90   (feet)  ADJUSTED  
 NR0129  ___________________________________________________________________
 NR0129  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 NR0129  DYNAMIC HT  -        2190.432 (meters)    7186.44  (feet)  COMP
 NR0129  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 NR0129
 NR0129  VERT ORDER  -  SECOND    CLASS 0
 NR0129
 NR0129.The horizontal coordinates were scaled from a topographic map and have
 NR0129.an estimated accuracy of +/- 6 seconds.
 NR0129
 NR0129.The orthometric height was determined by differential leveling
 NR0129.and adjusted by the National Geodetic Survey in June 1991..
 NR0129
 NR0129.The geoid height was determined by GEOID03.
 NR0129
 NR0129.The dynamic height is computed by dividing the NAVD 88
 NR0129.geopotential number by the normal gravity value computed on the
 NR0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0129.degrees latitude (g = 980.6199 gals.).
 NR0129
 NR0129.The modeled gravity was interpolated from observed gravity values.
 NR0129
 NR0129;                    North         East    Units  Estimated Accuracy
 NR0129;SPC WY E     -   207,370.      127,380.      MT  (+/- 180 meters Scaled)
 NR0129
 NR0129                          SUPERSEDED SURVEY CONTROL
 NR0129
 NR0129  NGVD 29 (??/??/92) 2191.06   (m)         7188.5    (f) COMPUTED    2 0
 NR0129
 NR0129.Superseded values are not recommended for survey control.
 NR0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0129.See file dsdata.txt to determine how the superseded data were derived.
 NR0129
 NR0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG136907(NAD 83)
 NR0129_MARKER: DB = BENCH MARK DISK
 NR0129_SETTING: 66 = SET IN ROCK OUTCROP
 NR0129_SP_SET: ROCK OUTCROP
 NR0129_STAMPING: Q 146 1959
 NR0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0129+STABILITY: POSITION/ELEVATION WELL
 NR0129
 NR0129  HISTORY     - Date     Condition        Report By
 NR0129  HISTORY     - 1959     MONUMENTED       CGS
 NR0129
 NR0129                          STATION DESCRIPTION
 NR0129
 NR0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0129'5.4 MI SW FROM LITTLE MEDICINE.
 NR0129'ABOUT 1.0 MILE NORTHWEST ALONG A TRACK ROAD FROM THE RANCH BUILDINGS
 NR0129'AT LITTLE MEDICINE, THENCE ABOUT 0.85 MILE WEST ALONG A TRACK ROAD,
 NR0129'THENCE ABOUT 3.55 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, ON THE
 NR0129'NORTHEAST EDGE OF A ROCKY KNOLL, 80 FEET SOUTHEAST OF THE CENTER LINE
 NR0129'OF THE ROAD, IN THE SOUTHEAST 1/4 OF SECTION 27, T 28 N, R 77 W, IN
 NR0129'THE TOP OF A ROCK OUTCROP PROJECTING 3 FEET ON THE NORTHEAST SIDE,
 NR0129'ABOUT 0.5 MILE SOUTHWEST OF AN ABANDONED GROUP OF RANCH BUILDINGS AND
 NR0129'A WOODEN BRIDGE OVER THE SOUTH BRANCH OF THE LITTLE MEDICINE BOW
 NR0129'RIVER, AND ABOUT 5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0198 ***********************************************************************
 MQ0198  DESIGNATION -  Q 150
 MQ0198  PID         -  MQ0198
 MQ0198  STATE/COUNTY-  WY/SWEETWATER
 MQ0198  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0198
 MQ0198                         *CURRENT SURVEY CONTROL
 MQ0198  ___________________________________________________________________
 MQ0198* NAD 83(1986)-  41 32 56.     (N)    109 08 35.     (W)     SCALED    
 MQ0198* NAVD 88     -      2066.087  (meters)    6778.49   (feet)  ADJUSTED  
 MQ0198  ___________________________________________________________________
 MQ0198  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 MQ0198  DYNAMIC HT  -        2064.318 (meters)    6772.68  (feet)  COMP
 MQ0198  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 MQ0198
 MQ0198  VERT ORDER  -  SECOND    CLASS 0
 MQ0198
 MQ0198.The horizontal coordinates were scaled from a topographic map and have
 MQ0198.an estimated accuracy of +/- 6 seconds.
 MQ0198
 MQ0198.The orthometric height was determined by differential leveling
 MQ0198.and adjusted by the National Geodetic Survey in June 1991..
 MQ0198
 MQ0198.The geoid height was determined by GEOID03.
 MQ0198
 MQ0198.The dynamic height is computed by dividing the NAVD 88
 MQ0198.geopotential number by the normal gravity value computed on the
 MQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0198.degrees latitude (g = 980.6199 gals.).
 MQ0198
 MQ0198.The modeled gravity was interpolated from observed gravity values.
 MQ0198
 MQ0198;                    North         East    Units  Estimated Accuracy
 MQ0198;SPC WYWC     -   116,550.      567,210.      MT  (+/- 180 meters Scaled)
 MQ0198
 MQ0198                          SUPERSEDED SURVEY CONTROL
 MQ0198
 MQ0198  NGVD 29 (??/??/92) 2064.776  (m)         6774.19   (f) ADJ UNCH    2 0
 MQ0198
 MQ0198.Superseded values are not recommended for survey control.
 MQ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0198.See file dsdata.txt to determine how the superseded data were derived.
 MQ0198
 MQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM548013(NAD 83)
 MQ0198_MARKER: DB = BENCH MARK DISK
 MQ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0198_STAMPING: Q 150 1962
 MQ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0198+STABILITY: SURFACE MOTION
 MQ0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0198+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0198
 MQ0198  HISTORY     - Date     Condition        Report By
 MQ0198  HISTORY     - 1962     MONUMENTED       CGS
 MQ0198  HISTORY     - 20011003 GOOD             WYHD
 MQ0198
 MQ0198                          STATION DESCRIPTION
 MQ0198
 MQ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0198'4.95 MI SE FROM ROCK SPRINGS.
 MQ0198'4.95 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0198'ROCK SPRINGS, 113 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MQ0198'3.9 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE
 MQ0198'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 MQ0198'ABOVE THE GROUND.
 MQ0198
 MQ0198                          STATION RECOVERY (2001)
 MQ0198
 MQ0198'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0065 ***********************************************************************
 MQ0065  DESIGNATION -  Q 151
 MQ0065  PID         -  MQ0065
 MQ0065  STATE/COUNTY-  WY/SWEETWATER
 MQ0065  USGS QUAD   -  SCRIVNER BUTTE (1963)
 MQ0065
 MQ0065                         *CURRENT SURVEY CONTROL
 MQ0065  ___________________________________________________________________
 MQ0065* NAD 83(1986)-  41 02 57.     (N)    108 47 23.     (W)     SCALED    
 MQ0065* NAVD 88     -      2176.204  (meters)    7139.76   (feet)  ADJUSTED  
 MQ0065  ___________________________________________________________________
 MQ0065  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MQ0065  DYNAMIC HT  -        2174.166 (meters)    7133.08  (feet)  COMP
 MQ0065  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 MQ0065
 MQ0065  VERT ORDER  -  SECOND    CLASS 0
 MQ0065
 MQ0065.The horizontal coordinates were scaled from a topographic map and have
 MQ0065.an estimated accuracy of +/- 6 seconds.
 MQ0065
 MQ0065.The orthometric height was determined by differential leveling
 MQ0065.and adjusted by the National Geodetic Survey in June 1991..
 MQ0065
 MQ0065.The geoid height was determined by GEOID03.
 MQ0065
 MQ0065.The dynamic height is computed by dividing the NAVD 88
 MQ0065.geopotential number by the normal gravity value computed on the
 MQ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0065.degrees latitude (g = 980.6199 gals.).
 MQ0065
 MQ0065.The modeled gravity was interpolated from observed gravity values.
 MQ0065
 MQ0065;                    North         East    Units  Estimated Accuracy
 MQ0065;SPC WYWC     -    60,980.      596,660.      MT  (+/- 180 meters Scaled)
 MQ0065
 MQ0065                          SUPERSEDED SURVEY CONTROL
 MQ0065
 MQ0065  NGVD 29 (??/??/92) 2174.823  (m)         7135.23   (f) ADJ UNCH    2 0
 MQ0065
 MQ0065.Superseded values are not recommended for survey control.
 MQ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0065.See file dsdata.txt to determine how the superseded data were derived.
 MQ0065
 MQ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL857465(NAD 83)
 MQ0065_MARKER: DB = BENCH MARK DISK
 MQ0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0065_STAMPING: Q 151 1962
 MQ0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0065+STABILITY: SURFACE MOTION
 MQ0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0065+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0065
 MQ0065  HISTORY     - Date     Condition        Report By
 MQ0065  HISTORY     - 1962     MONUMENTED       CGS
 MQ0065  HISTORY     - 1982     GOOD             NGS
 MQ0065  HISTORY     - 20011003 GOOD             WYHD
 MQ0065
 MQ0065                          STATION DESCRIPTION
 MQ0065
 MQ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0065'51.4 MI SE FROM ROCK SPRINGS.
 MQ0065'51.4 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0065'ROCK SPRINGS, 0.1 MILE NORTH OF THE JUNCTION OF A ROAD EAST, 81 FEET
 MQ0065'WEST OF THE CENTER LINE OF THE HIGHWAY, 3.7 FEET NORTH OF A WITNESS
 MQ0065'POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 MQ0065'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 MQ0065
 MQ0065                          STATION RECOVERY (1982)
 MQ0065
 MQ0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0065'RECOVERED IN GOOD CONDITION.
 MQ0065
 MQ0065                          STATION RECOVERY (2001)
 MQ0065
 MQ0065'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0044 ***********************************************************************
 MQ0044  DESIGNATION -  Q 152
 MQ0044  PID         -  MQ0044
 MQ0044  STATE/COUNTY-  WY/SWEETWATER
 MQ0044  USGS QUAD   -  MUD SPRINGS RANCH (1968)
 MQ0044
 MQ0044                         *CURRENT SURVEY CONTROL
 MQ0044  ___________________________________________________________________
 MQ0044* NAD 83(1986)-  41 18 29.     (N)    108 53 40.     (W)     SCALED    
 MQ0044* NAVD 88     -      2071.420  (meters)    6795.98   (feet)  ADJUSTED  
 MQ0044  ___________________________________________________________________
 MQ0044  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 MQ0044  DYNAMIC HT  -        2069.570 (meters)    6789.91  (feet)  COMP
 MQ0044  MODELED GRAV-     979,656.6   (mgal)                       NAVD 88
 MQ0044
 MQ0044  VERT ORDER  -  SECOND    CLASS 0
 MQ0044
 MQ0044.The horizontal coordinates were scaled from a topographic map and have
 MQ0044.an estimated accuracy of +/- 6 seconds.
 MQ0044
 MQ0044.The orthometric height was determined by differential leveling
 MQ0044.and adjusted by the National Geodetic Survey in June 1991..
 MQ0044
 MQ0044.The geoid height was determined by GEOID03.
 MQ0044
 MQ0044.The dynamic height is computed by dividing the NAVD 88
 MQ0044.geopotential number by the normal gravity value computed on the
 MQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0044.degrees latitude (g = 980.6199 gals.).
 MQ0044
 MQ0044.The modeled gravity was interpolated from observed gravity values.
 MQ0044
 MQ0044;                    North         East    Units  Estimated Accuracy
 MQ0044;SPC WYWC     -    89,740.      587,910.      MT  (+/- 180 meters Scaled)
 MQ0044
 MQ0044                          SUPERSEDED SURVEY CONTROL
 MQ0044
 MQ0044  NGVD 29 (??/??/92) 2070.08   (m)         6791.6    (f) COMPUTED    2 0
 MQ0044
 MQ0044.Superseded values are not recommended for survey control.
 MQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0044.See file dsdata.txt to determine how the superseded data were derived.
 MQ0044
 MQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL762750(NAD 83)
 MQ0044_MARKER: DB = BENCH MARK DISK
 MQ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0044_STAMPING: Q 152 1962
 MQ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0044+STABILITY: SURFACE MOTION
 MQ0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0044+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0044
 MQ0044  HISTORY     - Date     Condition        Report By
 MQ0044  HISTORY     - 1962     MONUMENTED       CGS
 MQ0044  HISTORY     - 20011003 GOOD             WYHD
 MQ0044
 MQ0044                          STATION DESCRIPTION
 MQ0044
 MQ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0044'30.55 MI SE FROM ROCK SPRINGS.
 MQ0044'30.55 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0044'ROCK SPRINGS, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.5
 MQ0044'FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE
 MQ0044'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MQ0044'ABOVE THE GROUND.
 MQ0044
 MQ0044                          STATION RECOVERY (2001)
 MQ0044
 MQ0044'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0162 ***********************************************************************
 MR0162  DESIGNATION -  Q 153
 MR0162  PID         -  MR0162
 MR0162  STATE/COUNTY-  WY/UINTA
 MR0162  USGS QUAD   -  PINE KNOLL (1978)
 MR0162
 MR0162                         *CURRENT SURVEY CONTROL
 MR0162  ___________________________________________________________________
 MR0162* NAD 83(1986)-  41 04 03.     (N)    110 51 03.     (W)     SCALED    
 MR0162* NAVD 88     -      2292.366  (meters)    7520.87   (feet)  ADJUSTED  
 MR0162  ___________________________________________________________________
 MR0162  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 MR0162  DYNAMIC HT  -        2290.159 (meters)    7513.63  (feet)  COMP
 MR0162  MODELED GRAV-     979,578.5   (mgal)                       NAVD 88
 MR0162
 MR0162  VERT ORDER  -  SECOND    CLASS 0
 MR0162
 MR0162.The horizontal coordinates were scaled from a topographic map and have
 MR0162.an estimated accuracy of +/- 6 seconds.
 MR0162
 MR0162.The orthometric height was determined by differential leveling
 MR0162.and adjusted by the National Geodetic Survey in June 1991..
 MR0162
 MR0162.The geoid height was determined by GEOID03.
 MR0162
 MR0162.The dynamic height is computed by dividing the NAVD 88
 MR0162.geopotential number by the normal gravity value computed on the
 MR0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0162.degrees latitude (g = 980.6199 gals.).
 MR0162
 MR0162.The modeled gravity was interpolated from observed gravity values.
 MR0162
 MR0162;                    North         East    Units  Estimated Accuracy
 MR0162;SPC WY W     -   163,300.      735,500.      MT  (+/- 180 meters Scaled)
 MR0162
 MR0162                          SUPERSEDED SURVEY CONTROL
 MR0162
 MR0162  NGVD 29 (??/??/92) 2290.929  (m)         7516.16   (f) ADJ UNCH    2 0
 MR0162
 MR0162.Superseded values are not recommended for survey control.
 MR0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0162.See file dsdata.txt to determine how the superseded data were derived.
 MR0162
 MR0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL125462(NAD 83)
 MR0162_MARKER: DB = BENCH MARK DISK
 MR0162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0162_SP_SET: FOUNDATION
 MR0162_STAMPING: Q 153 1962
 MR0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0162
 MR0162  HISTORY     - Date     Condition        Report By
 MR0162  HISTORY     - 1962     MONUMENTED       CGS
 MR0162
 MR0162                          STATION DESCRIPTION
 MR0162
 MR0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0162'16.8 MI SE FROM EVANSTON.
 MR0162'16.8 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0162'OF U.S. HIGHWAY 189 AT EVANSTON, IN THE TOP OF THE NORTHEAST CORNER OF
 MR0162'THE CONCRETE FOUNDATION FOR A CATTLEGUARD ACROSS THE NORTH ENTRANCE
 MR0162'ROAD WEST TO A GROUP OF FARM BUILDINGS, 121 FEET WEST-NORTHWEST OF THE
 MR0162'CENTER LINE OF THE HIGHWAY, 6 FEET NORTH-NORTHEAST OF THE CENTER LINE
 MR0162'OF THE ROAD, ABOUT LEVEL WITH THE HIGHWAY AND 0.5 FOOT LOWER THAN THE
 MR0162'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0124 ***********************************************************************
 PY0124  DESIGNATION -  Q 157
 PY0124  PID         -  PY0124
 PY0124  STATE/COUNTY-  WY/PARK
 PY0124  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0124
 PY0124                         *CURRENT SURVEY CONTROL
 PY0124  ___________________________________________________________________
 PY0124* NAD 83(1986)-  44 51 02.     (N)    110 44 13.     (W)     SCALED    
 PY0124* NAVD 88     -      2229.292  (meters)    7313.94   (feet)  ADJUSTED  
 PY0124  ___________________________________________________________________
 PY0124  GEOID HEIGHT-          -8.43  (meters)                     GEOID03
 PY0124  DYNAMIC HT  -        2227.975 (meters)    7309.61  (feet)  COMP
 PY0124  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 PY0124
 PY0124  VERT ORDER  -  FIRST     CLASS II
 PY0124
 PY0124.The horizontal coordinates were scaled from a topographic map and have
 PY0124.an estimated accuracy of +/- 6 seconds.
 PY0124
 PY0124.The orthometric height was determined by differential leveling
 PY0124.and adjusted by the National Geodetic Survey in June 1991..
 PY0124
 PY0124.The geoid height was determined by GEOID03.
 PY0124
 PY0124.The dynamic height is computed by dividing the NAVD 88
 PY0124.geopotential number by the normal gravity value computed on the
 PY0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0124.degrees latitude (g = 980.6199 gals.).
 PY0124
 PY0124.The modeled gravity was interpolated from observed gravity values.
 PY0124
 PY0124;                    North         East    Units  Estimated Accuracy
 PY0124;SPC WYWC     -   485,180.      442,940.      MT  (+/- 180 meters Scaled)
 PY0124
 PY0124                          SUPERSEDED SURVEY CONTROL
 PY0124
 PY0124  NGVD 29 (08/20/92) 2227.977  (m)         7309.62   (f) ADJUSTED    1 2
 PY0124
 PY0124.Superseded values are not recommended for survey control.
 PY0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0124.See file dsdata.txt to determine how the superseded data were derived.
 PY0124
 PY0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ207663(NAD 83)
 PY0124_MARKER: DB = BENCH MARK DISK
 PY0124_SETTING: 80 = SET IN A BOULDER
 PY0124_SP_SET: BOULDER
 PY0124_STAMPING: Q 157 1960
 PY0124_MARK LOGO: CGS   
 PY0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0124+STABILITY: SURFACE MOTION
 PY0124
 PY0124  HISTORY     - Date     Condition        Report By
 PY0124  HISTORY     - 1960     MONUMENTED       CGS
 PY0124  HISTORY     - 1983     GOOD             NGS
 PY0124  HISTORY     - 1987     GOOD             NGS
 PY0124
 PY0124                          STATION DESCRIPTION
 PY0124
 PY0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0124'10.8 MI S FROM MAMMOTH HOT SPRINGS.
 PY0124'ABOUT 10.8 MILES SOUTH ALONG THE MAMMOTH HOT SPRINGS-NORRIS JUNCTION
 PY0124'HIGHWAY FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, AT THE MOOSE
 PY0124'EXHIBIT, SET IN THE TOP OF A LARGE OBSIDIAN BOULDER WHICH PROJECTS 2
 PY0124'1/2 FEET ABOVE THE GROUND, 177 FEET SOUTHWEST OF THE CENTER LINE OF
 PY0124'THE HIGHWAY, 73 FEET SOUTHWEST OF THE CENTER LINE OF A CURVE IN AN
 PY0124'ASPHALT PARKING AREA, 51 FEET SOUTHWEST OF A STONE RETAINING WALL,
 PY0124'ABOUT 5 1/2 FEET BELOW THE TOP OF THE STONE RETAINING WALL, AND ABOUT
 PY0124'8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 PY0124
 PY0124                          STATION RECOVERY (1983)
 PY0124
 PY0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0124'RECOVERED IN GOOD CONDITION.
 PY0124
 PY0124                          STATION RECOVERY (1987)
 PY0124
 PY0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0087 ***********************************************************************
 PY0087  DESIGNATION -  Q 158
 PY0087  PID         -  PY0087
 PY0087  STATE/COUNTY-  WY/PARK
 PY0087  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0087
 PY0087                         *CURRENT SURVEY CONTROL
 PY0087  ___________________________________________________________________
 PY0087* NAD 83(1986)-  44 39 00.     (N)    110 50 51.     (W)     SCALED    
 PY0087* NAVD 88     -      2104.825  (meters)    6905.58   (feet)  ADJUSTED  
 PY0087  ___________________________________________________________________
 PY0087  GEOID HEIGHT-          -8.77  (meters)                     GEOID03
 PY0087  DYNAMIC HT  -        2103.579 (meters)    6901.49  (feet)  COMP
 PY0087  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 PY0087
 PY0087  VERT ORDER  -  FIRST     CLASS II
 PY0087
 PY0087.The horizontal coordinates were scaled from a topographic map and have
 PY0087.an estimated accuracy of +/- 6 seconds.
 PY0087
 PY0087.The orthometric height was determined by differential leveling
 PY0087.and adjusted by the National Geodetic Survey in June 1991..
 PY0087
 PY0087.The geoid height was determined by GEOID03.
 PY0087
 PY0087.The dynamic height is computed by dividing the NAVD 88
 PY0087.geopotential number by the normal gravity value computed on the
 PY0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0087.degrees latitude (g = 980.6199 gals.).
 PY0087
 PY0087.The modeled gravity was interpolated from observed gravity values.
 PY0087
 PY0087;                    North         East    Units  Estimated Accuracy
 PY0087;SPC WYWC     -   463,110.      433,630.      MT  (+/- 180 meters Scaled)
 PY0087
 PY0087                          SUPERSEDED SURVEY CONTROL
 PY0087
 PY0087  NGVD 29 (08/20/92) 2103.540  (m)         6901.36   (f) ADJUSTED    1 2
 PY0087
 PY0087.Superseded values are not recommended for survey control.
 PY0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0087.See file dsdata.txt to determine how the superseded data were derived.
 PY0087
 PY0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ120440(NAD 83)
 PY0087_MARKER: DB = BENCH MARK DISK
 PY0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0087_SP_SET: CONCRETE POST
 PY0087_STAMPING: Q 158 1960
 PY0087_MARK LOGO: CGS   
 PY0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0087+STABILITY: SURFACE MOTION
 PY0087
 PY0087  HISTORY     - Date     Condition        Report By
 PY0087  HISTORY     - 1960     MONUMENTED       CGS
 PY0087  HISTORY     - 1983     GOOD             NGS
 PY0087  HISTORY     - 1987     GOOD             NGS
 PY0087
 PY0087                          STATION DESCRIPTION
 PY0087
 PY0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0087'12.2 MI SW FROM NORRIS.
 PY0087'ABOUT 12.2 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0087'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 70 FEET NORTH OF THE
 PY0087'CENTER LINE OF THE HIGHWAY, 90 FEET EAST OF THE EAST RIM OF TERRACE
 PY0087'SPRING, 61 FEET EAST OF A BOARD WALK, 28 FEET SOUTH OF A BOARD WALK,
 PY0087'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 PY0087'PROJECTING 3 INCHES.
 PY0087
 PY0087                          STATION RECOVERY (1983)
 PY0087
 PY0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0087'RECOVERED IN GOOD CONDITION.
 PY0087
 PY0087                          STATION RECOVERY (1987)
 PY0087
 PY0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0358 ***********************************************************************
 PW0358  DESIGNATION -  Q 159
 PW0358  PID         -  PW0358
 PW0358  STATE/COUNTY-  WY/BIG HORN
 PW0358  USGS QUAD   -  SHELL (1993)
 PW0358
 PW0358                         *CURRENT SURVEY CONTROL
 PW0358  ___________________________________________________________________
 PW0358* NAD 83(1986)-  44 31 45.     (N)    107 48 40.     (W)     SCALED    
 PW0358* NAVD 88     -      1271.492  (meters)    4171.55   (feet)  ADJUSTED  
 PW0358  ___________________________________________________________________
 PW0358  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 PW0358  DYNAMIC HT  -        1270.987 (meters)    4169.90  (feet)  COMP
 PW0358  MODELED GRAV-     980,176.7   (mgal)                       NAVD 88
 PW0358
 PW0358  VERT ORDER  -  SECOND    CLASS 0
 PW0358
 PW0358.The horizontal coordinates were scaled from a topographic map and have
 PW0358.an estimated accuracy of +/- 6 seconds.
 PW0358
 PW0358.The orthometric height was determined by differential leveling
 PW0358.and adjusted by the National Geodetic Survey in June 1991..
 PW0358
 PW0358.The geoid height was determined by GEOID03.
 PW0358
 PW0358.The dynamic height is computed by dividing the NAVD 88
 PW0358.geopotential number by the normal gravity value computed on the
 PW0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0358.degrees latitude (g = 980.6199 gals.).
 PW0358
 PW0358.The modeled gravity was interpolated from observed gravity values.
 PW0358
 PW0358;                    North         East    Units  Estimated Accuracy
 PW0358;SPC WYEC     -   547,660.      362,020.      MT  (+/- 180 meters Scaled)
 PW0358
 PW0358                          SUPERSEDED SURVEY CONTROL
 PW0358
 PW0358  NGVD 29 (??/??/92) 1270.693  (m)         4168.93   (f) ADJ UNCH    2 0
 PW0358
 PW0358.Superseded values are not recommended for survey control.
 PW0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0358.See file dsdata.txt to determine how the superseded data were derived.
 PW0358
 PW0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK766344(NAD 83)
 PW0358_MARKER: DB = BENCH MARK DISK
 PW0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0358_SP_SET: CULVERT
 PW0358_STAMPING: Q 159 1966
 PW0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0358
 PW0358  HISTORY     - Date     Condition        Report By
 PW0358  HISTORY     - 1966     MONUMENTED       CGS
 PW0358
 PW0358                          STATION DESCRIPTION
 PW0358
 PW0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0358'1.8 MI W FROM SHELL.
 PW0358'1.8 MILES WEST ALONG U. S. HIGHWAY 14 FROM THE GENERAL STORE AT SHELL,
 PW0358'0.2 MILE EAST OF A WOODEN BRIDGE OVER SHELL CANAL, AT THE JUNCTION OF
 PW0358'A FIELD ENTRANCE ROAD NORTH, IN THE TOP OF THE NORTH END OF THE EAST
 PW0358'CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER THE ROAD, 36 FEET
 PW0358'NORTH OF THE CENTER LINE OF THE HIGHWAY, 8 FEET EAST OF THE CENTER
 PW0358'LINE OF THE ROAD, 9 1/2 FEET SOUTH OF THE EAST END OF A GATE, AND
 PW0358'ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0433 ***********************************************************************
 NQ0433  DESIGNATION -  Q 16
 NQ0433  PID         -  NQ0433
 NQ0433  STATE/COUNTY-  WY/CONVERSE
 NQ0433  USGS QUAD   -  PARKERTON (1973)
 NQ0433
 NQ0433                         *CURRENT SURVEY CONTROL
 NQ0433  ___________________________________________________________________
 NQ0433* NAD 83(1986)-  42 52 11.     (N)    105 56 47.     (W)     SCALED    
 NQ0433* NAVD 88     -      1532.843  (meters)    5029.00   (feet)  ADJUSTED  
 NQ0433  ___________________________________________________________________
 NQ0433  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 NQ0433  DYNAMIC HT  -        1531.885 (meters)    5025.86  (feet)  COMP
 NQ0433  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 NQ0433
 NQ0433  VERT ORDER  -  FIRST     CLASS II
 NQ0433
 NQ0433.The horizontal coordinates were scaled from a topographic map and have
 NQ0433.an estimated accuracy of +/- 6 seconds.
 NQ0433
 NQ0433.The orthometric height was determined by differential leveling
 NQ0433.and adjusted by the National Geodetic Survey in June 1991..
 NQ0433
 NQ0433.The geoid height was determined by GEOID03.
 NQ0433
 NQ0433.The dynamic height is computed by dividing the NAVD 88
 NQ0433.geopotential number by the normal gravity value computed on the
 NQ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0433.degrees latitude (g = 980.6199 gals.).
 NQ0433
 NQ0433.The modeled gravity was interpolated from observed gravity values.
 NQ0433
 NQ0433;                    North         East    Units  Estimated Accuracy
 NQ0433;SPC WY E     -   263,480.      136,290.      MT  (+/- 180 meters Scaled)
 NQ0433
 NQ0433                          SUPERSEDED SURVEY CONTROL
 NQ0433
 NQ0433  NGVD 29 (??/??/92) 1531.964  (m)         5026.12   (f) ADJ UNCH    1 2
 NQ0433
 NQ0433.Superseded values are not recommended for survey control.
 NQ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0433.See file dsdata.txt to determine how the superseded data were derived.
 NQ0433
 NQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH226467(NAD 83)
 NQ0433_MARKER: DB = BENCH MARK DISK
 NQ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0433_STAMPING: Q 16 1934
 NQ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0433+STABILITY: SURFACE MOTION
 NQ0433
 NQ0433  HISTORY     - Date     Condition        Report By
 NQ0433  HISTORY     - 1934     MONUMENTED       CGS
 NQ0433
 NQ0433                          STATION DESCRIPTION
 NQ0433
 NQ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0433'3.5 MI W FROM GLENROCK.
 NQ0433'3.5 MILES W., BY RAIL, OF C.B. AND Q.R.R. STATION.  ALONG THE
 NQ0433'CHICAGO BURLINGTON AND QUINCY R.R., 130.4 FT. N.W. OF M.P. 182.
 NQ0433'98 FT. N. OF N. RAIL, 9.1 FT. S.W. OF W. END OF GATE, AND 8.0
 NQ0433'FT. S. OF FENCE.  MARK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0387 ***********************************************************************
 PW0387  DESIGNATION -  Q 160
 PW0387  PID         -  PW0387
 PW0387  STATE/COUNTY-  WY/BIG HORN
 PW0387  USGS QUAD   -  SHELL FALLS (1993)
 PW0387
 PW0387                         *CURRENT SURVEY CONTROL
 PW0387  ___________________________________________________________________
 PW0387* NAD 83(1986)-  44 34 20.     (N)    107 32 45.     (W)     SCALED    
 PW0387* NAVD 88     -      2230.335  (meters)    7317.36   (feet)  ADJUSTED  
 PW0387  ___________________________________________________________________
 PW0387  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 PW0387  DYNAMIC HT  -        2229.091 (meters)    7313.28  (feet)  COMP
 PW0387  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 PW0387
 PW0387  VERT ORDER  -  SECOND    CLASS 0
 PW0387
 PW0387.The horizontal coordinates were scaled from a topographic map and have
 PW0387.an estimated accuracy of +/- 6 seconds.
 PW0387
 PW0387.The orthometric height was determined by differential leveling
 PW0387.and adjusted by the National Geodetic Survey in June 1991..
 PW0387
 PW0387.The geoid height was determined by GEOID03.
 PW0387
 PW0387.The dynamic height is computed by dividing the NAVD 88
 PW0387.geopotential number by the normal gravity value computed on the
 PW0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0387.degrees latitude (g = 980.6199 gals.).
 PW0387
 PW0387.The modeled gravity was interpolated from observed gravity values.
 PW0387
 PW0387;                    North         East    Units  Estimated Accuracy
 PW0387;SPC WYEC     -   552,350.      383,120.      MT  (+/- 180 meters Scaled)
 PW0387
 PW0387                          SUPERSEDED SURVEY CONTROL
 PW0387
 PW0387  NGVD 29 (??/??/92) 2229.304  (m)         7313.97   (f) ADJ UNCH    2 0
 PW0387
 PW0387.Superseded values are not recommended for survey control.
 PW0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0387.See file dsdata.txt to determine how the superseded data were derived.
 PW0387
 PW0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK978385(NAD 83)
 PW0387_MARKER: DB = BENCH MARK DISK
 PW0387_SETTING: 66 = SET IN ROCK OUTCROP
 PW0387_SP_SET: FLAT OUTCROP
 PW0387_STAMPING: Q 160 1966
 PW0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0387+STABILITY: POSITION/ELEVATION WELL
 PW0387
 PW0387  HISTORY     - Date     Condition        Report By
 PW0387  HISTORY     - 1966     MONUMENTED       CGS
 PW0387
 PW0387                          STATION DESCRIPTION
 PW0387
 PW0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0387'15.55 MI NE FROM SHELL.
 PW0387'15.55 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0387'SHELL, 0.3 MILE SOUTHEAST OF GRANITE CREEK CAMPGROUND, IN THE TOP OF A
 PW0387'LARGE FLAT OUTCROP PROJECTING ABOUT 1 FOOT, 53 1/2 FEET NORTH OF THE
 PW0387'CENTER LINE OF THE HIGHWAY, 143 FEET EAST-NORTHEAST OF THE EAST END OF
 PW0387'THE NORTH HEAD WALL OF A CULVERT, 151 FEET WEST OF THE WEST END OF A
 PW0387'GUARDRAIL, 5.7 FEET WEST OF A WITNESS POST, AND ABOUT 8 1/2 FEET
 PW0387'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0259 ***********************************************************************
 PW0259  DESIGNATION -  Q 161
 PW0259  PID         -  PW0259
 PW0259  STATE/COUNTY-  WY/SHERIDAN
 PW0259  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0259
 PW0259                         *CURRENT SURVEY CONTROL
 PW0259  ___________________________________________________________________
 PW0259* NAD 83(1986)-  44 49 30.     (N)    107 17 48.     (W)     SCALED    
 PW0259* NAVD 88     -      1421.350  (meters)    4663.21   (feet)  ADJUSTED  
 PW0259  ___________________________________________________________________
 PW0259  GEOID HEIGHT-         -11.20  (meters)                     GEOID03
 PW0259  DYNAMIC HT  -        1420.798 (meters)    4661.40  (feet)  COMP
 PW0259  MODELED GRAV-     980,178.7   (mgal)                       NAVD 88
 PW0259
 PW0259  VERT ORDER  -  SECOND    CLASS 0
 PW0259
 PW0259.The horizontal coordinates were scaled from a topographic map and have
 PW0259.an estimated accuracy of +/- 6 seconds.
 PW0259
 PW0259.The orthometric height was determined by differential leveling
 PW0259.and adjusted by the National Geodetic Survey in June 1991..
 PW0259
 PW0259.The geoid height was determined by GEOID03.
 PW0259
 PW0259.The dynamic height is computed by dividing the NAVD 88
 PW0259.geopotential number by the normal gravity value computed on the
 PW0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0259.degrees latitude (g = 980.6199 gals.).
 PW0259
 PW0259.The modeled gravity was interpolated from observed gravity values.
 PW0259
 PW0259;                    North         East    Units  Estimated Accuracy
 PW0259;SPC WYEC     -   580,420.      402,900.      MT  (+/- 180 meters Scaled)
 PW0259
 PW0259                          SUPERSEDED SURVEY CONTROL
 PW0259
 PW0259  NGVD 29 (??/??/92) 1420.571  (m)         4660.66   (f) ADJ UNCH    2 0
 PW0259
 PW0259.Superseded values are not recommended for survey control.
 PW0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0259.See file dsdata.txt to determine how the superseded data were derived.
 PW0259
 PW0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK184660(NAD 83)
 PW0259_MARKER: DB = BENCH MARK DISK
 PW0259_SETTING: 80 = SET IN A BOULDER
 PW0259_STAMPING: Q 161 1966
 PW0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0259+STABILITY: SURFACE MOTION
 PW0259
 PW0259  HISTORY     - Date     Condition        Report By
 PW0259  HISTORY     - 1966     MONUMENTED       CGS
 PW0259
 PW0259                          STATION DESCRIPTION
 PW0259
 PW0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0259'4.2 MI SW FROM DAYTON.
 PW0259'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0259'DAYTON, 0.15 MILE NORTH OF THE NORTH EXIT ROAD OF A PULLOUT, IN THE
 PW0259'TOP OF A 3 1/2- BY 3 1/2-FOOT BOULDER PROJECTING ABOUT 1/2 FOOT, 75
 PW0259'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 57 1/2 FEET
 PW0259'EAST-SOUTHEAST OF THE SOUTH END OF A METAL GUARDRAIL, 62 FEET SOUTH OF
 PW0259'A CONCRETE POST MARKED 470, 0.6 FOOT EAST OF A FENCE, 2.6 FEET NORTH
 PW0259'OF A WITNESS POST, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0224 ***********************************************************************
 PW0224  DESIGNATION -  Q 162
 PW0224  PID         -  PW0224
 PW0224  STATE/COUNTY-  WY/SHERIDAN
 PW0224  USGS QUAD   -  SKULL RIDGE (1993)
 PW0224
 PW0224                         *CURRENT SURVEY CONTROL
 PW0224  ___________________________________________________________________
 PW0224* NAD 83(1986)-  44 47 09.     (N)    107 28 34.     (W)     SCALED    
 PW0224* NAVD 88     -      2348.951  (meters)    7706.52   (feet)  ADJUSTED  
 PW0224  ___________________________________________________________________
 PW0224  GEOID HEIGHT-          -9.59  (meters)                     GEOID03
 PW0224  DYNAMIC HT  -        2347.641 (meters)    7702.22  (feet)  COMP
 PW0224  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 PW0224
 PW0224  VERT ORDER  -  SECOND    CLASS 0
 PW0224
 PW0224.The horizontal coordinates were scaled from a topographic map and have
 PW0224.an estimated accuracy of +/- 6 seconds.
 PW0224
 PW0224.The orthometric height was determined by differential leveling
 PW0224.and adjusted by the National Geodetic Survey in June 1991..
 PW0224
 PW0224.The geoid height was determined by GEOID03.
 PW0224
 PW0224.The dynamic height is computed by dividing the NAVD 88
 PW0224.geopotential number by the normal gravity value computed on the
 PW0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0224.degrees latitude (g = 980.6199 gals.).
 PW0224
 PW0224.The modeled gravity was interpolated from observed gravity values.
 PW0224
 PW0224;                    North         East    Units  Estimated Accuracy
 PW0224;SPC WYEC     -   576,080.      388,700.      MT  (+/- 180 meters Scaled)
 PW0224
 PW0224                          SUPERSEDED SURVEY CONTROL
 PW0224
 PW0224  NGVD 29 (??/??/92) 2347.888  (m)         7703.03   (f) ADJ UNCH    2 0
 PW0224
 PW0224.Superseded values are not recommended for survey control.
 PW0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0224.See file dsdata.txt to determine how the superseded data were derived.
 PW0224
 PW0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK041621(NAD 83)
 PW0224_MARKER: DB = BENCH MARK DISK
 PW0224_SETTING: 66 = SET IN ROCK OUTCROP
 PW0224_SP_SET: OUTCROP
 PW0224_STAMPING: Q 162 1966
 PW0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0224+STABILITY: POSITION/ELEVATION WELL
 PW0224
 PW0224  HISTORY     - Date     Condition        Report By
 PW0224  HISTORY     - 1966     MONUMENTED       CGS
 PW0224
 PW0224                          STATION DESCRIPTION
 PW0224
 PW0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0224'23.55 MI SW FROM DAYTON.
 PW0224'23.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0224'DAYTON, 0.4 MILE NORTH OF THE ENTRANCE TO ARROWHEAD LODGE, 0.2 MILE
 PW0224'NORTH OF A CATTLEGUARD, IN THE TOP OF A LEDGE OF AN OUTCROP WHICH
 PW0224'PROJECTS ABOUT 1/2 FOOT, 177 FEET EAST OF THE CENTER LINE OF THE
 PW0224'HIGHWAY, 171 FEET EAST-NORTHEAST OF THE CENTER OF THE EAST END OF A
 PW0224'36-INCH PIPE CULVERT, 71 FEET SOUTH-SOUTHEAST OF A POWER POLE, 3.4
 PW0224'FEET NORTH OF A WITNESS POST, AND ABOUT 10 1/2 FEET HIGHER THAN THE
 PW0224'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0079 ***********************************************************************
 OV0079  DESIGNATION -  Q 163
 OV0079  PID         -  OV0079
 OV0079  STATE/COUNTY-  WY/WASHAKIE
 OV0079  USGS QUAD   -  JOE EMGE CREEK (1976)
 OV0079
 OV0079                         *CURRENT SURVEY CONTROL
 OV0079  ___________________________________________________________________
 OV0079* NAD 83(1986)-  43 55 56.     (N)    107 22 56.     (W)     SCALED    
 OV0079* NAVD 88     -      1383.874  (meters)    4540.26   (feet)  ADJUSTED  
 OV0079  ___________________________________________________________________
 OV0079  GEOID HEIGHT-         -10.91  (meters)                     GEOID03
 OV0079  DYNAMIC HT  -        1383.250 (meters)    4538.21  (feet)  COMP
 OV0079  MODELED GRAV-     980,119.2   (mgal)                       NAVD 88
 OV0079
 OV0079  VERT ORDER  -  SECOND    CLASS 0
 OV0079
 OV0079.The horizontal coordinates were scaled from a topographic map and have
 OV0079.an estimated accuracy of +/- 6 seconds.
 OV0079
 OV0079.The orthometric height was determined by differential leveling
 OV0079.and adjusted by the National Geodetic Survey in June 1991..
 OV0079
 OV0079.The geoid height was determined by GEOID03.
 OV0079
 OV0079.The dynamic height is computed by dividing the NAVD 88
 OV0079.geopotential number by the normal gravity value computed on the
 OV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0079.degrees latitude (g = 980.6199 gals.).
 OV0079
 OV0079.The modeled gravity was interpolated from observed gravity values.
 OV0079
 OV0079;                    North         East    Units  Estimated Accuracy
 OV0079;SPC WYEC     -   481,220.      396,080.      MT  (+/- 180 meters Scaled)
 OV0079
 OV0079                          SUPERSEDED SURVEY CONTROL
 OV0079
 OV0079  NGVD 29 (??/??/92) 1383.115  (m)         4537.77   (f) ADJ UNCH    2 0
 OV0079
 OV0079.Superseded values are not recommended for survey control.
 OV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0079.See file dsdata.txt to determine how the superseded data were derived.
 OV0079
 OV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ087671(NAD 83)
 OV0079_MARKER: DB = BENCH MARK DISK
 OV0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0079_STAMPING: Q 163 1966
 OV0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0079+STABILITY: SURFACE MOTION
 OV0079
 OV0079  HISTORY     - Date     Condition        Report By
 OV0079  HISTORY     - 1966     MONUMENTED       CGS
 OV0079
 OV0079                          STATION DESCRIPTION
 OV0079
 OV0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0079'8.55 MI S FROM TEN SLEEP.
 OV0079'8.55 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0079'16 AT TEN SLEEP, AT THE JUNCTION OF A DRIVEWAY WEST, 73 FEET WEST OF
 OV0079'THE CENTER LINE OF THE ROAD, 80 FEET NORTH OF THE CENTER LINE OF THE
 OV0079'DRIVEWAY, 69 FEET EAST OF A T JUNCTION POWER POLE 4-52-7, 71 FEET
 OV0079'NORTH OF THE NORTH END OF A GATE, 1.5 FEET EAST OF A FENCE, 2.0 FEET
 OV0079'SOUTH OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN
 OV0079'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0107 ***********************************************************************
 OV0107  DESIGNATION -  Q 164
 OV0107  PID         -  OV0107
 OV0107  STATE/COUNTY-  WY/WASHAKIE
 OV0107  USGS QUAD   -  MAHOGANY BUTTE (1976)
 OV0107
 OV0107                         *CURRENT SURVEY CONTROL
 OV0107  ___________________________________________________________________
 OV0107* NAD 83(1986)-  43 41 09.     (N)    107 17 57.     (W)     SCALED    
 OV0107* NAVD 88     -      1558.091  (meters)    5111.84   (feet)  ADJUSTED  
 OV0107  ___________________________________________________________________
 OV0107  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 OV0107  DYNAMIC HT  -        1557.301 (meters)    5109.24  (feet)  COMP
 OV0107  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 OV0107
 OV0107  VERT ORDER  -  SECOND    CLASS 0
 OV0107
 OV0107.The horizontal coordinates were scaled from a topographic map and have
 OV0107.an estimated accuracy of +/- 6 seconds.
 OV0107
 OV0107.The orthometric height was determined by differential leveling
 OV0107.and adjusted by the National Geodetic Survey in June 1991..
 OV0107
 OV0107.The geoid height was determined by GEOID03.
 OV0107
 OV0107.The dynamic height is computed by dividing the NAVD 88
 OV0107.geopotential number by the normal gravity value computed on the
 OV0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0107.degrees latitude (g = 980.6199 gals.).
 OV0107
 OV0107.The modeled gravity was interpolated from observed gravity values.
 OV0107
 OV0107;                    North         East    Units  Estimated Accuracy
 OV0107;SPC WYEC     -   453,850.      402,760.      MT  (+/- 180 meters Scaled)
 OV0107
 OV0107                          SUPERSEDED SURVEY CONTROL
 OV0107
 OV0107  NGVD 29 (??/??/92) 1557.272  (m)         5109.15   (f) ADJ UNCH    2 0
 OV0107
 OV0107.Superseded values are not recommended for survey control.
 OV0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0107.See file dsdata.txt to determine how the superseded data were derived.
 OV0107
 OV0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ146395(NAD 83)
 OV0107_MARKER: DB = BENCH MARK DISK
 OV0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0107_STAMPING: Q 164 1966
 OV0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0107+STABILITY: SURFACE MOTION
 OV0107
 OV0107  HISTORY     - Date     Condition        Report By
 OV0107  HISTORY     - 1966     MONUMENTED       CGS
 OV0107
 OV0107                          STATION DESCRIPTION
 OV0107
 OV0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0107'28.3 MI S FROM TEN SLEEP.
 OV0107'28.3 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0107'16 AT TEN SLEEP, 0.3 MILE SOUTH OF THE CROSSING OF A POWER LINE, 24
 OV0107'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 68.0 FEET NORTHEAST OF
 OV0107'THE NORTH CORNER OF A STEEL CATTLEGUARD, 1 1/2 FEET SOUTHWEST OF A
 OV0107'POWER POLE WITH TWO GUY WIRES, 1.6 FEET NORTHEAST OF A WITNESS POST,
 OV0107'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OV0107'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0199 ***********************************************************************
 OV0199  DESIGNATION -  Q 165
 OV0199  PID         -  OV0199
 OV0199  STATE/COUNTY-  WY/WASHAKIE
 OV0199  USGS QUAD   -  BATTLE MOUNTAIN (1952)
 OV0199
 OV0199                         *CURRENT SURVEY CONTROL
 OV0199  ___________________________________________________________________
 OV0199* NAD 83(1986)-  43 31 34.     (N)    107 31 48.     (W)     SCALED    
 OV0199* NAVD 88     -      1896.877  (meters)    6223.34   (feet)  ADJUSTED  
 OV0199  ___________________________________________________________________
 OV0199  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 OV0199  DYNAMIC HT  -        1895.738 (meters)    6219.60  (feet)  COMP
 OV0199  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 OV0199
 OV0199  VERT ORDER  -  SECOND    CLASS 0
 OV0199
 OV0199.The horizontal coordinates were scaled from a topographic map and have
 OV0199.an estimated accuracy of +/- 6 seconds.
 OV0199
 OV0199.The orthometric height was determined by differential leveling
 OV0199.and adjusted by the National Geodetic Survey in June 1991..
 OV0199
 OV0199.The geoid height was determined by GEOID03.
 OV0199
 OV0199.The dynamic height is computed by dividing the NAVD 88
 OV0199.geopotential number by the normal gravity value computed on the
 OV0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0199.degrees latitude (g = 980.6199 gals.).
 OV0199
 OV0199.The modeled gravity was interpolated from observed gravity values.
 OV0199
 OV0199;                    North         East    Units  Estimated Accuracy
 OV0199;SPC WYEC     -   436,120.      384,100.      MT  (+/- 180 meters Scaled)
 OV0199
 OV0199                          SUPERSEDED SURVEY CONTROL
 OV0199
 OV0199  NGVD 29 (??/??/92) 1895.934  (m)         6220.24   (f) ADJ UNCH    2 0
 OV0199
 OV0199.Superseded values are not recommended for survey control.
 OV0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0199.See file dsdata.txt to determine how the superseded data were derived.
 OV0199
 OV0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ955223(NAD 83)
 OV0199_MARKER: DB = BENCH MARK DISK
 OV0199_SETTING: 66 = SET IN ROCK OUTCROP
 OV0199_SP_SET: OUTCROP
 OV0199_STAMPING: Q 165 1966
 OV0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0199+STABILITY: POSITION/ELEVATION WELL
 OV0199
 OV0199  HISTORY     - Date     Condition        Report By
 OV0199  HISTORY     - 1966     MONUMENTED       CGS
 OV0199
 OV0199                          STATION DESCRIPTION
 OV0199
 OV0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0199'22.6 MI NE FROM LYSITE.
 OV0199'22.6 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0199'AND QUINCY RAILROAD STATION AT LYSITE, IN THE TOP OF AN OUTCROP
 OV0199'PROJECTING ABOUT 1 FOOT, 140 FEET WEST OF THE CENTER LINE OF THE ROAD,
 OV0199'3.9 FEET NORTH OF A WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE
 OV0199'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH7390 ***********************************************************************
 AH7390  DESIGNATION -  Q 166 RESET
 AH7390  PID         -  AH7390
 AH7390  STATE/COUNTY-  WY/PLATTE
 AH7390  USGS QUAD   -  NATWICK SW (1981)
 AH7390
 AH7390                         *CURRENT SURVEY CONTROL
 AH7390  ___________________________________________________________________
 AH7390* NAD 83(1986)-  41 49 19.     (N)    105 14 49.     (W)     SCALED    
 AH7390* NAVD 88     -      1687.77   (meters)    5537.3    (feet)  RESET     
 AH7390  ___________________________________________________________________
 AH7390  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 AH7390
 AH7390  VERT ORDER  -  THIRD
 AH7390
 AH7390.The horizontal coordinates were scaled from a topographic map and have
 AH7390.an estimated accuracy of +/- 6 seconds.
 AH7390
 AH7390.The orthometric height was computed from unverified reset data.
 AH7390
 AH7390.The geoid height was determined by GEOID03.
 AH7390
 AH7390;                    North         East    Units  Estimated Accuracy
 AH7390;SPC WY E     -   146,810.      193,330.      MT  (+/- 180 meters Scaled)
 AH7390
 AH7390                          SUPERSEDED SURVEY CONTROL
 AH7390
 AH7390.No superseded survey control is available for this station.
 AH7390
 AH7390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG794300(NAD 83)
 AH7390_MARKER: DV = VERTICAL CONTROL DISK
 AH7390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7390_STAMPING: Q 166 RESET 1998
 AH7390_MARK LOGO: NGS   
 AH7390_PROJECTION: FLUSH
 AH7390_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7390+STABILITY: SURFACE MOTION
 AH7390
 AH7390  HISTORY     - Date     Condition        Report By
 AH7390  HISTORY     - 1998     MONUMENTED       WYDT
 AH7390
 AH7390                          STATION DESCRIPTION
 AH7390
 AH7390'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1998 (SS)
 AH7390'5.94 MILES (9.56 KM) SOUTH ALONG INTERSTATE HIGHWAY 25 FROM THE SOUTH
 AH7390'WHEATLAND INTERCHANGE AT MILEPOST 78.93, THENCE 20.37 MILES (32.78 KM)
 AH7390'SOUTHWEST ALONG STATE HIGHWAY 34, AT THE JUNCTION OF A ROAD SOUTH.
 AH7390'1.32 MILES (2.12 KM) EAST OF PLATTE-ALBANY COUNTY LINES.  72.0 FEET
 AH7390'(21.9 M) EAST OF THE EAST END OF A CATTLEGUARD, 66.5 FEET (20.3 M)
 AH7390'SOUTH OF THE CENTERLINE OF HIGHWAY 34, 35.3 FEET (10.8 M) EAST OF A
 AH7390'CROSS FENCE COMING FROM THE SOUTH, 7.5 FEET (2.3 M) NORTH OF THE SOUTH
 AH7390'RIGHT OF WAY FENCE.  DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 AH7390'.2 FOOT (6.1 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0427 ***********************************************************************
 MO0427  DESIGNATION -  Q 167
 MO0427  PID         -  MO0427
 MO0427  STATE/COUNTY-  WY/PLATTE
 MO0427  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0427
 MO0427                         *CURRENT SURVEY CONTROL
 MO0427  ___________________________________________________________________
 MO0427* NAD 83(1986)-  41 39 53.     (N)    105 15 19.     (W)     SCALED    
 MO0427* NAVD 88     -      2186.440  (meters)    7173.35   (feet)  ADJUSTED  
 MO0427  ___________________________________________________________________
 MO0427  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 MO0427  DYNAMIC HT  -        2184.710 (meters)    7167.67  (feet)  COMP
 MO0427  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 MO0427
 MO0427  VERT ORDER  -  SECOND    CLASS 0
 MO0427
 MO0427.The horizontal coordinates were scaled from a topographic map and have
 MO0427.an estimated accuracy of +/- 6 seconds.
 MO0427
 MO0427.The orthometric height was determined by differential leveling
 MO0427.and adjusted by the National Geodetic Survey in June 1991..
 MO0427
 MO0427.The geoid height was determined by GEOID03.
 MO0427
 MO0427.The dynamic height is computed by dividing the NAVD 88
 MO0427.geopotential number by the normal gravity value computed on the
 MO0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0427.degrees latitude (g = 980.6199 gals.).
 MO0427
 MO0427.The modeled gravity was interpolated from observed gravity values.
 MO0427
 MO0427;                    North         East    Units  Estimated Accuracy
 MO0427;SPC WY E     -   129,350.      192,620.      MT  (+/- 180 meters Scaled)
 MO0427
 MO0427                          SUPERSEDED SURVEY CONTROL
 MO0427
 MO0427  NGVD 29 (??/??/92) 2185.494  (m)         7170.24   (f) ADJ UNCH    2 0
 MO0427
 MO0427.Superseded values are not recommended for survey control.
 MO0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0427.See file dsdata.txt to determine how the superseded data were derived.
 MO0427
 MO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG787125(NAD 83)
 MO0427_MARKER: DB = BENCH MARK DISK
 MO0427_SETTING: 80 = SET IN A BOULDER
 MO0427_SP_SET: GRANITE BOULDER
 MO0427_STAMPING: Q 167 1966
 MO0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0427+STABILITY: SURFACE MOTION
 MO0427
 MO0427  HISTORY     - Date     Condition        Report By
 MO0427  HISTORY     - 1966     MONUMENTED       CGS
 MO0427
 MO0427                          STATION DESCRIPTION
 MO0427
 MO0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0427'9.4 MI NW FROM FARTHING.
 MO0427'1.85 MILES NORTHWEST ALONG A GRAVELED ROD FROM THE COLORADO
 MO0427'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 7.6 MILES
 MO0427'NORTHWEST ALONG A PRIVATE ROAD, 0.35 MILE NORTHWEST OF A GATE,
 MO0427'0.15 MILE SOUTH OF A GATE, 0.05 MILE NORTH OF THE JUNCTION
 MO0427'OF A TRACK ROAD EAST, AT A GROUP OF GRANITE BOULDERS, IN THE
 MO0427'TOP OF A LARGE GRANITE BOULDER PROJECTING ABOUT 1 1/2 FEET,
 MO0427'21 FEET EAST OF THE CENTER LINE OF THE ROAD, 5.3 FEET
 MO0427'SOUTHWEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 MO0427'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0198 ***********************************************************************
 MR0198  DESIGNATION -  Q 168
 MR0198  PID         -  MR0198
 MR0198  STATE/COUNTY-  WY/LINCOLN
 MR0198  USGS QUAD   -  FOSSIL (1985)
 MR0198
 MR0198                         *CURRENT SURVEY CONTROL
 MR0198  ___________________________________________________________________
 MR0198* NAD 83(1986)-  41 48 44.     (N)    110 40 29.     (W)     SCALED    
 MR0198* NAVD 88     -      2078.970  (meters)    6820.75   (feet)  ADJUSTED  
 MR0198  ___________________________________________________________________
 MR0198  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 MR0198  DYNAMIC HT  -        2077.175 (meters)    6814.86  (feet)  COMP
 MR0198  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 MR0198
 MR0198  VERT ORDER  -  SECOND    CLASS 0
 MR0198
 MR0198.The horizontal coordinates were scaled from a topographic map and have
 MR0198.an estimated accuracy of +/- 6 seconds.
 MR0198
 MR0198.The orthometric height was determined by differential leveling
 MR0198.and adjusted by the National Geodetic Survey in June 1991..
 MR0198
 MR0198.The geoid height was determined by GEOID03.
 MR0198
 MR0198.The dynamic height is computed by dividing the NAVD 88
 MR0198.geopotential number by the normal gravity value computed on the
 MR0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0198.degrees latitude (g = 980.6199 gals.).
 MR0198
 MR0198.The modeled gravity was interpolated from observed gravity values.
 MR0198
 MR0198;                    North         East    Units  Estimated Accuracy
 MR0198;SPC WY W     -   245,890.      750,860.      MT  (+/- 180 meters Scaled)
 MR0198
 MR0198                          SUPERSEDED SURVEY CONTROL
 MR0198
 MR0198  NGVD 29 (??/??/92) 2077.579  (m)         6816.19   (f) ADJ UNCH    2 0
 MR0198
 MR0198.Superseded values are not recommended for survey control.
 MR0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0198.See file dsdata.txt to determine how the superseded data were derived.
 MR0198
 MR0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM270289(NAD 83)
 MR0198_MARKER: DB = BENCH MARK DISK
 MR0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0198_STAMPING: Q 168 1966
 MR0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0198+STABILITY: SURFACE MOTION
 MR0198
 MR0198  HISTORY     - Date     Condition        Report By
 MR0198  HISTORY     - 1966     MONUMENTED       CGS
 MR0198
 MR0198                          STATION DESCRIPTION
 MR0198
 MR0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0198'7.6 MI W FROM KEMMERER.
 MR0198'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0198'KEMMERER, THENCE 2.4 MILES WEST ALONG U.S. HIGHWAY 30N, AT THE EAST
 MR0198'END OF A LONG CUT, 123 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 MR0198'155 FEET NORTH AND ACROSS THE HIGHWAY FROM THE WEST END OF A STEEL
 MR0198'GUARDRAIL, 97 FEET NORTH-NORTHWEST OF THE CENTER OF THE EAST END OF AN
 MR0198'18-INCH PIPE CULVERT, 1.9 FEET SOUTH OF A FENCE, 2.8 FEET WEST OF A
 MR0198'WITNESS POST, ABOUT 8 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE
 MR0198'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0235 ***********************************************************************
 MQ0235  DESIGNATION -  Q 17
 MQ0235  PID         -  MQ0235
 MQ0235  STATE/COUNTY-  WY/SWEETWATER
 MQ0235  USGS QUAD   -  HALFWAY HOLLOW EAST (1987)
 MQ0235
 MQ0235                         *CURRENT SURVEY CONTROL
 MQ0235  ___________________________________________________________________
 MQ0235* NAD 83(1986)-  41 22 06.     (N)    109 37 31.     (W)     SCALED    
 MQ0235* NAVD 88     -      1889.989  (meters)    6200.74   (feet)  ADJUSTED  
 MQ0235  ___________________________________________________________________
 MQ0235  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 MQ0235  DYNAMIC HT  -        1888.339 (meters)    6195.33  (feet)  COMP
 MQ0235  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 MQ0235
 MQ0235  VERT ORDER  -  FIRST     CLASS II
 MQ0235
 MQ0235.The horizontal coordinates were scaled from a topographic map and have
 MQ0235.an estimated accuracy of +/- 6 seconds.
 MQ0235
 MQ0235.The orthometric height was determined by differential leveling
 MQ0235.and adjusted by the National Geodetic Survey in June 1991..
 MQ0235
 MQ0235.The geoid height was determined by GEOID03.
 MQ0235
 MQ0235.The dynamic height is computed by dividing the NAVD 88
 MQ0235.geopotential number by the normal gravity value computed on the
 MQ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0235.degrees latitude (g = 980.6199 gals.).
 MQ0235
 MQ0235.The modeled gravity was interpolated from observed gravity values.
 MQ0235
 MQ0235;                    North         East    Units  Estimated Accuracy
 MQ0235;SPC WYWC     -    96,790.      526,770.      MT  (+/- 180 meters Scaled)
 MQ0235
 MQ0235                          SUPERSEDED SURVEY CONTROL
 MQ0235
 MQ0235  NGVD 29 (??/??/92) 1888.701  (m)         6196.51   (f) ADJ UNCH    1 2
 MQ0235
 MQ0235.Superseded values are not recommended for survey control.
 MQ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0235.See file dsdata.txt to determine how the superseded data were derived.
 MQ0235
 MQ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL149805(NAD 83)
 MQ0235_MARKER: DB = BENCH MARK DISK
 MQ0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0235_STAMPING: 6196.513 Q 17 1933
 MQ0235_MARK LOGO: CGS   
 MQ0235_PROJECTION: PROJECTING 15 CENTIMETERS
 MQ0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0235+STABILITY: SURFACE MOTION
 MQ0235
 MQ0235  HISTORY     - Date     Condition        Report By
 MQ0235  HISTORY     - 1933     MONUMENTED       CGS
 MQ0235  HISTORY     - 1984     GOOD             NGS
 MQ0235
 MQ0235                          STATION DESCRIPTION
 MQ0235
 MQ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0235'15.8 MI S FROM GREEN RIVER.
 MQ0235'ABOUT 15.8 MILES SOUTH ALONG THE LINWOOD-GREEN RIVER HIGHWAY FROM
 MQ0235'GREEN RIVER, SWEETWATER COUNTY, ABOUT 1.1 MILES SOUTHWEST OF THE
 MQ0235'BLACKS FORK BRIDGE, ABOUT 0.2 MILE NORTH OF THE POINT OF A RIDGE,
 MQ0235'ABOUT 300 FEET EAST OF A CULVERT, ON A RISE OF GROUND, AND 56 FEET
 MQ0235'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MQ0235'6196.513 Q 17 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MQ0235'ABOUT 6 INCHES ABOVE GROUND.
 MQ0235
 MQ0235                          STATION RECOVERY (1984)
 MQ0235
 MQ0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0235'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS.  24.1 KM
 MQ0235'(14.95 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS JUNCTION
 MQ0235'WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80 IN GREEN
 MQ0235'RIVER, 1.8 KM (1.1 MI) SOUTHWEST OF THE NORTHEAST END OF THE BLACK
 MQ0235'FORK RIVER BRIDGE, AND 14.2 M (46.6 FT) SOUTHEAST OF THE CENTERLINE OF
 MQ0235'THE HIGHWAY.
 MQ0235'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MQ0235'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0045 ***********************************************************************
 OV0045  DESIGNATION -  Q 18
 OV0045  PID         -  OV0045
 OV0045  STATE/COUNTY-  WY/NATRONA
 OV0045  USGS QUAD   -  BURLINGTON LAKE (1968)
 OV0045
 OV0045                         *CURRENT SURVEY CONTROL
 OV0045  ___________________________________________________________________
 OV0045* NAD 83(1986)-  43 01 16.     (N)    106 37 33.     (W)     SCALED    
 OV0045* NAVD 88     -      1655.014  (meters)    5429.83   (feet)  POSTED    
 OV0045  ___________________________________________________________________
 OV0045  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OV0045  DYNAMIC HT  -        1653.980 (meters)    5426.43  (feet)  COMP
 OV0045  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 OV0045
 OV0045  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0045
 OV0045.The horizontal coordinates were scaled from a topographic map and have
 OV0045.an estimated accuracy of +/- 6 seconds.
 OV0045
 OV0045.The orthometric height was determined by differential leveling
 OV0045.and adjusted by the National Geodetic Survey in 1992..
 OV0045.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0045.rate of 0.0 thru 1.0 mm/km.
 OV0045
 OV0045.The geoid height was determined by GEOID03.
 OV0045
 OV0045.The dynamic height is computed by dividing the NAVD 88
 OV0045.geopotential number by the normal gravity value computed on the
 OV0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0045.degrees latitude (g = 980.6199 gals.).
 OV0045
 OV0045.The modeled gravity was interpolated from observed gravity values.
 OV0045
 OV0045;                    North         East    Units  Estimated Accuracy
 OV0045;SPC WYEC     -   380,240.      457,670.      MT  (+/- 180 meters Scaled)
 OV0045
 OV0045                          SUPERSEDED SURVEY CONTROL
 OV0045
 OV0045  NGVD 29 (??/??/92) 1654.049  (m)         5426.66   (f) ADJ UNCH    1 2
 OV0045
 OV0045.Superseded values are not recommended for survey control.
 OV0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0045.See file dsdata.txt to determine how the superseded data were derived.
 OV0045
 OV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH675644(NAD 83)
 OV0045_MARKER: DB = BENCH MARK DISK
 OV0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0045_STAMPING: Q 18 1934
 OV0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0045+STABILITY: SURFACE MOTION
 OV0045
 OV0045  HISTORY     - Date     Condition        Report By
 OV0045  HISTORY     - 1934     MONUMENTED       CGS
 OV0045  HISTORY     - 1968     POOR             USGS
 OV0045
 OV0045                          STATION DESCRIPTION
 OV0045
 OV0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0045'17.5 MI E FROM POWDER RIVER.
 OV0045'ABOUT 17.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OV0045'RAILROAD FROM THE STATION AT POWDER RIVER, NATRONA COUNTY, AT THE
 OV0045'STATION AT BUCKNUM, 57.4 FEET NORTHWEST OF MILEPOST 224, ABOUT 185
 OV0045'FEET EAST OF THE LOADING PLATFORM ON THE NORTH SIDE OF THE TRACK, 78.2
 OV0045'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, IN LINE WITH A ROW OF
 OV0045'POLES, 8.5 FEET EAST OF A POLE, AND ABOUT 3.0 FEET LOWER THAN THE
 OV0045'TRACK.  A STANDARD DISK, STAMPED Q 18 1934 AND SET IN THE TOP OF A
 OV0045'CONCRETE POST.
 OV0045
 OV0045                          STATION RECOVERY (1968)
 OV0045
 OV0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0045'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0079 ***********************************************************************
 NS0079  DESIGNATION -  Q 19
 NS0079  PID         -  NS0079
 NS0079  STATE/COUNTY-  WY/SWEETWATER
 NS0079  USGS QUAD   -  FARSON (1980)
 NS0079
 NS0079                         *CURRENT SURVEY CONTROL
 NS0079  ___________________________________________________________________
 NS0079* NAD 83(1986)-  42 06 29.     (N)    109 26 57.     (W)     SCALED    
 NS0079* NAVD 88     -      2010.243  (meters)    6595.27   (feet)  ADJUSTED  
 NS0079  ___________________________________________________________________
 NS0079  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 NS0079  DYNAMIC HT  -        2008.569 (meters)    6589.78  (feet)  COMP
 NS0079  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 NS0079
 NS0079  VERT ORDER  -  FIRST     CLASS II
 NS0079
 NS0079.The horizontal coordinates were scaled from a topographic map and have
 NS0079.an estimated accuracy of +/- 6 seconds.
 NS0079
 NS0079.The orthometric height was determined by differential leveling
 NS0079.and adjusted by the National Geodetic Survey in June 1991..
 NS0079
 NS0079.The geoid height was determined by GEOID03.
 NS0079
 NS0079.The dynamic height is computed by dividing the NAVD 88
 NS0079.geopotential number by the normal gravity value computed on the
 NS0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0079.degrees latitude (g = 980.6199 gals.).
 NS0079
 NS0079.The modeled gravity was interpolated from observed gravity values.
 NS0079
 NS0079;                    North         East    Units  Estimated Accuracy
 NS0079;SPC WYWC     -   178,820.      542,180.      MT  (+/- 180 meters Scaled)
 NS0079
 NS0079                          SUPERSEDED SURVEY CONTROL
 NS0079
 NS0079  NGVD 29 (??/??/92) 2008.978  (m)         6591.12   (f) ADJ UNCH    1 2
 NS0079
 NS0079.Superseded values are not recommended for survey control.
 NS0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0079.See file dsdata.txt to determine how the superseded data were derived.
 NS0079
 NS0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM282629(NAD 83)
 NS0079_MARKER: DB = BENCH MARK DISK
 NS0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0079_STAMPING: 6590.830 Q 19 1933
 NS0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0079+STABILITY: SURFACE MOTION
 NS0079
 NS0079  HISTORY     - Date     Condition        Report By
 NS0079  HISTORY     - 1933     MONUMENTED       CGS
 NS0079  HISTORY     - 1968     MARK NOT FOUND   USGS
 NS0079
 NS0079                          STATION DESCRIPTION
 NS0079
 NS0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0079'IN FARSON.
 NS0079'AT FARSON, SWEETWATER COUNTY, OPPOSITE A HOTEL AND A STORE, 75 FEET
 NS0079'WEST OF THE CENTER LINE OF THE HIGHWAY, AT THE PONY EXPRESS RIDERS
 NS0079'MONUMENT, AND IN THE SOUTHEAST CORNER OF THE ENCLOSURE.  A STANDARD
 NS0079'DISK, STAMPED 6590.830 Q 19 1933 AND SET IN THE TOP OF A CONCRETE POST
 NS0079'PROJECTING 2 INCHES ABOVE GROUND.
 NS0079
 NS0079                          STATION RECOVERY (1968)
 NS0079
 NS0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NS0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0039 ***********************************************************************
 NS0039  DESIGNATION -  Q 20
 NS0039  PID         -  NS0039
 NS0039  STATE/COUNTY-  WY/FREMONT
 NS0039  USGS QUAD   -  MINERS DELIGHT (1991)
 NS0039
 NS0039                         *CURRENT SURVEY CONTROL
 NS0039  ___________________________________________________________________
 NS0039* NAD 83(1986)-  42 30 46.     (N)    108 43 19.     (W)     SCALED    
 NS0039* NAVD 88     -      2471.758  (meters)    8109.43   (feet)  ADJUSTED  
 NS0039  ___________________________________________________________________
 NS0039  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 NS0039  DYNAMIC HT  -        2469.786 (meters)    8102.96  (feet)  COMP
 NS0039  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 NS0039
 NS0039  VERT ORDER  -  FIRST     CLASS II
 NS0039
 NS0039.The horizontal coordinates were scaled from a topographic map and have
 NS0039.an estimated accuracy of +/- 6 seconds.
 NS0039
 NS0039.The orthometric height was determined by differential leveling
 NS0039.and adjusted by the National Geodetic Survey in June 1991..
 NS0039
 NS0039.The geoid height was determined by GEOID03.
 NS0039
 NS0039.The dynamic height is computed by dividing the NAVD 88
 NS0039.geopotential number by the normal gravity value computed on the
 NS0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0039.degrees latitude (g = 980.6199 gals.).
 NS0039
 NS0039.The modeled gravity was interpolated from observed gravity values.
 NS0039
 NS0039;                    North         East    Units  Estimated Accuracy
 NS0039;SPC WYWC     -   223,530.      602,310.      MT  (+/- 180 meters Scaled)
 NS0039
 NS0039                          SUPERSEDED SURVEY CONTROL
 NS0039
 NS0039  NGVD 29 (??/??/92) 2470.573  (m)         8105.54   (f) ADJ UNCH    1 2
 NS0039
 NS0039.Superseded values are not recommended for survey control.
 NS0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0039.See file dsdata.txt to determine how the superseded data were derived.
 NS0039
 NS0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN871092(NAD 83)
 NS0039_MARKER: DB = BENCH MARK DISK
 NS0039_SETTING: 66 = SET IN ROCK OUTCROP
 NS0039_SP_SET: ROCK OUTCROP
 NS0039_STAMPING: 8105.128 Q 20 1933
 NS0039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0039+STABILITY: POSITION/ELEVATION WELL
 NS0039
 NS0039  HISTORY     - Date     Condition        Report By
 NS0039  HISTORY     - 1933     MONUMENTED       CGS
 NS0039
 NS0039                          STATION DESCRIPTION
 NS0039
 NS0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0039'1.2 MI NE FROM ATLANTIC CITY.
 NS0039'1.2 MILES NORTHEAST ALONG A ROAD FROM ATLANTIC CITY, FREMONT COUNTY,
 NS0039'AT THE EAST EDGE OF A KNOLL, 277 FEET EAST OF THE CENTER LINE OF THE
 NS0039'ROAD, AND IN THE TOP OF A ROCK OUTCROP MARKED BY A ROCK PYRAMID.  A
 NS0039'STANDARD DISK, STAMPED 8105.128 Q 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0050 ***********************************************************************
 OW0050  DESIGNATION -  Q 21
 OW0050  PID         -  OW0050
 OW0050  STATE/COUNTY-  WY/FREMONT
 OW0050  USGS QUAD   -  RIVERTON WEST (1978)
 OW0050
 OW0050                         *CURRENT SURVEY CONTROL
 OW0050  ___________________________________________________________________
 OW0050* NAD 83(1986)-  43 01 29.     (N)    108 23 37.     (W)     SCALED    
 OW0050* NAVD 88     -      1532.216  (meters)    5026.95   (feet)  ADJUSTED  
 OW0050  ___________________________________________________________________
 OW0050  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 OW0050  DYNAMIC HT  -        1531.210 (meters)    5023.64  (feet)  COMP
 OW0050  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 OW0050
 OW0050  VERT ORDER  -  FIRST     CLASS II
 OW0050
 OW0050.The horizontal coordinates were scaled from a topographic map and have
 OW0050.an estimated accuracy of +/- 6 seconds.
 OW0050
 OW0050.The orthometric height was determined by differential leveling
 OW0050.and adjusted by the National Geodetic Survey in June 1991..
 OW0050.WARNING-Repeat measurements at this control monument indicate possible
 OW0050.vertical movement.
 OW0050
 OW0050.The geoid height was determined by GEOID03.
 OW0050
 OW0050.The dynamic height is computed by dividing the NAVD 88
 OW0050.geopotential number by the normal gravity value computed on the
 OW0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0050.degrees latitude (g = 980.6199 gals.).
 OW0050
 OW0050.The modeled gravity was interpolated from observed gravity values.
 OW0050
 OW0050;                    North         East    Units  Estimated Accuracy
 OW0050;SPC WYWC     -   280,460.      629,050.      MT  (+/- 180 meters Scaled)
 OW0050
 OW0050                          SUPERSEDED SURVEY CONTROL
 OW0050
 OW0050  NGVD 29 (??/??/92) 1531.240  (m)         5023.74   (f) ADJ UNCH    1 2
 OW0050
 OW0050.Superseded values are not recommended for survey control.
 OW0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0050.See file dsdata.txt to determine how the superseded data were derived.
 OW0050
 OW0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN123668(NAD 83)
 OW0050_MARKER: DB = BENCH MARK DISK
 OW0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0050_SP_SET: PIER
 OW0050_STAMPING: 5023.222 Q 21 1933
 OW0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0050
 OW0050  HISTORY     - Date     Condition        Report By
 OW0050  HISTORY     - 1933     MONUMENTED       CGS
 OW0050
 OW0050                          STATION DESCRIPTION
 OW0050
 OW0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0050'IN RIVERTON.
 OW0050'AT RIVERTON, FREMONT COUNTY, WEST OF THE CHICAGO AND NORTH WESTERN
 OW0050'RAILWAY STATION, AT THE WATER TOWER, AND IN THE TOP OF THE SOUTHEAST
 OW0050'PIER.  A STANDARD DISK, STAMPED 5023.222 Q 21 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0079 ***********************************************************************
 OW0079  DESIGNATION -  Q 22 RESET
 OW0079  PID         -  OW0079
 OW0079  STATE/COUNTY-  WY/HOT SPRINGS
 OW0079  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0079
 OW0079                         *CURRENT SURVEY CONTROL
 OW0079  ___________________________________________________________________
 OW0079* NAD 83(1986)-  43 30 30.     (N)    108 10 20.     (W)     SCALED    
 OW0079* NAVD 88     -      1391.06   (meters)    4563.8    (feet)  RESET     
 OW0079  ___________________________________________________________________
 OW0079  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 OW0079
 OW0079  VERT ORDER  -  THIRD
 OW0079
 OW0079.The horizontal coordinates were scaled from a topographic map and have
 OW0079.an estimated accuracy of +/- 6 seconds.
 OW0079
 OW0079.The orthometric height was computed from unverified reset data.
 OW0079.No vertical observational check was made to the station.
 OW0079
 OW0079.The geoid height was determined by GEOID03.
 OW0079
 OW0079;                    North         East    Units  Estimated Accuracy
 OW0079;SPC WYWC     -   334,290.      646,720.      MT  (+/- 180 meters Scaled)
 OW0079
 OW0079                          SUPERSEDED SURVEY CONTROL
 OW0079
 OW0079  NGVD 29 (??/??/??) 1390.21   (m)         4561.0    (f) RESET       3  
 OW0079
 OW0079.Superseded values are not recommended for survey control.
 OW0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0079.See file dsdata.txt to determine how the superseded data were derived.
 OW0079
 OW0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP285211(NAD 83)
 OW0079_MARKER: DB = BENCH MARK DISK
 OW0079_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OW0079_SP_SET: UNSPEC. ROCK
 OW0079_STAMPING: Q 22 RESET 1957
 OW0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0079
 OW0079  HISTORY     - Date     Condition        Report By
 OW0079  HISTORY     - 1957     MONUMENTED       WYHD
 OW0079  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0079
 OW0079                          STATION DESCRIPTION
 OW0079
 OW0079'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1957
 OW0079'5.1 MI N FROM BOYSEN DAM.
 OW0079'IN HOT SPRINGS COUNTY, 5.1 MILES NORTH ALONG U. S. HIGHWAY 20 FROM
 OW0079'BOYSEN DAM, FREMONT COUNTY, 3.9 MILES NORTH OF HOT SPRINGS-FREMONT
 OW0079'COUNTY-LINE, 0.2 MILE NORTH OF AN OLD CONCRETE FOUNDATION, 100 FEET
 OW0079'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 22
 OW0079'RESET 1957 AND SET IN THE TOP OF A LARGE BROWN ROCK.
 OW0079
 OW0079                          STATION RECOVERY (1982)
 OW0079
 OW0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0006 ***********************************************************************
 PX0006  DESIGNATION -  Q 24
 PX0006  PID         -  PX0006
 PX0006  STATE/COUNTY-  WY/BIG HORN
 PX0006  USGS QUAD   -  GREYBULL NORTH (1966)
 PX0006
 PX0006                         *CURRENT SURVEY CONTROL
 PX0006  ___________________________________________________________________
 PX0006* NAD 83(1986)-  44 30 29.     (N)    108 04 28.     (W)     SCALED    
 PX0006* NAVD 88     -      1191.479  (meters)    3909.04   (feet)  ADJUSTED  
 PX0006  ___________________________________________________________________
 PX0006  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 PX0006  DYNAMIC HT  -        1191.008 (meters)    3907.50  (feet)  COMP
 PX0006  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 PX0006
 PX0006  VERT ORDER  -  FIRST     CLASS II
 PX0006
 PX0006.This mark is at South Big Horn County Airport (GEY)
 PX0006
 PX0006.The horizontal coordinates were scaled from a topographic map and have
 PX0006.an estimated accuracy of +/- 6 seconds.
 PX0006
 PX0006.The orthometric height was determined by differential leveling
 PX0006.and adjusted by the National Geodetic Survey in June 1991..
 PX0006.WARNING-Repeat measurements at this control monument indicate possible
 PX0006.vertical movement.
 PX0006
 PX0006.The geoid height was determined by GEOID03.
 PX0006
 PX0006.The dynamic height is computed by dividing the NAVD 88
 PX0006.geopotential number by the normal gravity value computed on the
 PX0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0006.degrees latitude (g = 980.6199 gals.).
 PX0006
 PX0006.The modeled gravity was interpolated from observed gravity values.
 PX0006
 PX0006;                    North         East    Units  Estimated Accuracy
 PX0006;SPC WYEC     -   545,470.      341,070.      MT  (+/- 180 meters Scaled)
 PX0006
 PX0006                          SUPERSEDED SURVEY CONTROL
 PX0006
 PX0006  NGVD 29 (06/08/92) 1190.690  (m)         3906.46   (f) ADJUSTED    1 2
 PX0006
 PX0006.Superseded values are not recommended for survey control.
 PX0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0006.See file dsdata.txt to determine how the superseded data were derived.
 PX0006
 PX0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ325324(NAD 83)
 PX0006_MARKER: DB = BENCH MARK DISK
 PX0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0006_STAMPING: Q 24 1933 3906.003
 PX0006_MARK LOGO: CGS   
 PX0006_PROJECTION: PROJECTING 10 CENTIMETERS
 PX0006_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PX0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0006+STABILITY: SURFACE MOTION
 PX0006
 PX0006  HISTORY     - Date     Condition        Report By
 PX0006  HISTORY     - 1933     MONUMENTED       CGS
 PX0006  HISTORY     - 1966     GOOD             NGS
 PX0006  HISTORY     - 1982     GOOD             NGS
 PX0006  HISTORY     - 19890731 GOOD             NGS
 PX0006
 PX0006                          STATION DESCRIPTION
 PX0006
 PX0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PX0006'2.8 MI NW FROM GREYBULL.
 PX0006'0.1 MILE WEST ALONG GREYBULL AVENUE FROM THE POST OFFICE AT GREYBULL,
 PX0006'THENCE 2.4 MILES NORTHWEST ALONG U.S. HIGHWAY 20 AND 16, THENCE 0.3
 PX0006'MILE EAST ALONG A GRAVELED ROAD, 0.3 MILE EAST OF GREYBULL AIRPORT
 PX0006'TRIANGULATION STATION, ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 20, AT
 PX0006'SOUTH BIG HORN AIRPORT, ON THE OUTSIDE OF A CURVE, AT THE JUNCTION OF
 PX0006'A TRACK ROAD SOUTHEAST, 100 FEET EAST OF THE CENTER LINE OF THE ROAD
 PX0006'MEASURED FROM THE APPROXIMATE CENTER OF A CURVE, 36 FEET NORTHEAST OF
 PX0006'THE CENTER LINE OF THE ROAD SOUTHEAST, ABOUT LEVEL WITH THE ROAD, AND
 PX0006'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 PX0006'GROUND.
 PX0006
 PX0006                          STATION RECOVERY (1982)
 PX0006
 PX0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0006'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.8 KM (27.2
 PX0006'MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0006'NEVADA STREET IN LOVELL, THENCE 3.9 KM (2.4 MI) SOUTHERLY ALONG U. S.
 PX0006'HIGHWAY 20, THENCE 0.8 KM (0.5 MI) EASTERLY ALONG A PAVED AND GRAVELED
 PX0006'ROAD, 0.6 KM (0.35 MI) EAST OF THE GREYBULL AIRPORT BEACON, AT THE
 PX0006'SOUTHEAST CORNER OF THE AIRPORT AND 30.5 METERS (100.1 FT) EAST OF THE
 PX0006'CENTER OF THE ROAD.
 PX0006'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PX0006'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 PX0006
 PX0006                          STATION RECOVERY (1989)
 PX0006
 PX0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PX0006'STATION IS LOCATED AT THE SOUTH END OF THE FIELD EAST OF RUNWAY END 33
 PX0006'OUTSIDE THE PERIMETER FENCE BETWEEN THE FENCE AT A GATE ADJACENT TO A
 PX0006'BUILDING AND THE EDGE OF THE BLUFF.  IT IS 319 FEET (97.2 M) SOUTHEAST
 PX0006'OF THE APEX OF THE ROOF OF THE ABANDONED BUILDING, 64 FEET (19.5 M)
 PX0006'EAST OF THE CENTER OF THE POINT WHERE TWO TRAILS LOOP TOGETHER AND 1.3
 PX0006'FEET (0.4 M) SOUTHEAST OF A FIBREGLASS WITNESS POST.  A STANDARD USCGS
 PX0006'BM DISK STAMPED, Q 24 1933 3906.003, SET IN THE TOP OF A SQUARE
 PX0006'CONCRETE MONUMENT 0.2 FEET (6.1 CM) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0148 ***********************************************************************
 PX0148  DESIGNATION -  Q 25
 PX0148  PID         -  PX0148
 PX0148  STATE/COUNTY-  WY/PARK
 PX0148  USGS QUAD   -  DEAVER RESERVOIR (1966)
 PX0148
 PX0148                         *CURRENT SURVEY CONTROL
 PX0148  ___________________________________________________________________
 PX0148* NAD 83(1986)-  44 55 43.     (N)    108 37 40.     (W)     SCALED    
 PX0148* NAVD 88     -      1276.268  (meters)    4187.22   (feet)  POSTED    
 PX0148  ___________________________________________________________________
 PX0148  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 PX0148  DYNAMIC HT  -        1275.770 (meters)    4185.59  (feet)  COMP
 PX0148  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 PX0148
 PX0148  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PX0148
 PX0148.The horizontal coordinates were scaled from a topographic map and have
 PX0148.an estimated accuracy of +/- 6 seconds.
 PX0148
 PX0148.The orthometric height was determined by differential leveling
 PX0148.and adjusted by the National Geodetic Survey in 1992..
 PX0148.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PX0148.rate of 0.0 thru 1.0 mm/km.
 PX0148
 PX0148.The geoid height was determined by GEOID03.
 PX0148
 PX0148.The dynamic height is computed by dividing the NAVD 88
 PX0148.geopotential number by the normal gravity value computed on the
 PX0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0148.degrees latitude (g = 980.6199 gals.).
 PX0148
 PX0148.The modeled gravity was interpolated from observed gravity values.
 PX0148
 PX0148;                    North         East    Units  Estimated Accuracy
 PX0148;SPC WYWC     -   491,940.      609,650.      MT  (+/- 180 meters Scaled)
 PX0148
 PX0148                          SUPERSEDED SURVEY CONTROL
 PX0148
 PX0148  NGVD 29 (??/??/92) 1275.319  (m)         4184.11   (f) ADJ UNCH    1 2
 PX0148
 PX0148.Superseded values are not recommended for survey control.
 PX0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0148.See file dsdata.txt to determine how the superseded data were derived.
 PX0148
 PX0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ872777(NAD 83)
 PX0148_MARKER: DB = BENCH MARK DISK
 PX0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0148_SP_SET: SIPHON
 PX0148_STAMPING: 4183.863 Q 25 1933
 PX0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0148
 PX0148  HISTORY     - Date     Condition        Report By
 PX0148  HISTORY     - 1933     MONUMENTED       CGS
 PX0148  HISTORY     - 1982     MARK NOT FOUND   NGS
 PX0148
 PX0148                          STATION DESCRIPTION
 PX0148
 PX0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0148'3.0 MI S FROM FRANNIE.
 PX0148'3.0 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PX0148'FRANNIE, PARK COUNTY, AT MILEAGE 456.04, AT A LARGE CONCRETE INVERTED
 PX0148'SIPHON, AND IN THE TOP OF THE WEST HEADWALL.  A STANDARD DISK, STAMPED
 PX0148'4183.863 Q 25 1933.
 PX0148
 PX0148                          STATION RECOVERY (1982)
 PX0148
 PX0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0162 ***********************************************************************
 PX0162  DESIGNATION -  Q 26
 PX0162  PID         -  PX0162
 PX0162  STATE/COUNTY-  WY/PARK
 PX0162  USGS QUAD   -  LOGAN MOUNTAIN (1991)
 PX0162
 PX0162                         *CURRENT SURVEY CONTROL
 PX0162  ___________________________________________________________________
 PX0162* NAD 83(1993)-  44 30 25.41087(N)    109 15 57.66554(W)     ADJUSTED  
 PX0162* NAVD 88     -      1650.909  (meters)    5416.36   (feet)  ADJUSTED  
 PX0162  ___________________________________________________________________
 PX0162  LAPLACE CORR-         -17.69  (seconds)                    DEFLEC99
 PX0162  GEOID HEIGHT-         -10.21  (meters)                     GEOID03
 PX0162  DYNAMIC HT  -        1650.065 (meters)    5413.59  (feet)  COMP
 PX0162  MODELED GRAV-     980,049.0   (mgal)                       NAVD 88
 PX0162
 PX0162  HORZ ORDER  -  THIRD
 PX0162  VERT ORDER  -  SECOND    CLASS 0
 PX0162
 PX0162.The horizontal coordinates were established by classical geodetic methods
 PX0162.and adjusted by the National Geodetic Survey in January 1997..
 PX0162
 PX0162.The orthometric height was determined by differential leveling
 PX0162.and adjusted by the National Geodetic Survey in June 1991..
 PX0162
 PX0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0162
 PX0162.The geoid height was determined by GEOID03.
 PX0162
 PX0162.The dynamic height is computed by dividing the NAVD 88
 PX0162.geopotential number by the normal gravity value computed on the
 PX0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0162.degrees latitude (g = 980.6199 gals.).
 PX0162
 PX0162.The modeled gravity was interpolated from observed gravity values.
 PX0162
 PX0162;                    North         East     Units Scale Factor Converg.
 PX0162;SPC WYWC     -   445,218.248   558,968.804   MT  0.99995820   -0 21 42.2
 PX0162;UTM  12      - 4,929,655.486   637,831.415   MT  0.99983363   +1 12 56.5
 PX0162
 PX0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0162!SPC WYWC     -   0.99974281  x   0.99995820  =   0.99970102
 PX0162!UTM  12      -   0.99974281  x   0.99983363  =   0.99957648
 PX0162
 PX0162:                Primary Azimuth Mark                     Grid Az
 PX0162:SPC WYWC     -  LOONE                                    211 30 58.2
 PX0162:UTM  12      -  LOONE                                    209 56 19.5
 PX0162
 PX0162|---------------------------------------------------------------------|
 PX0162| PID    Reference Object                     Distance      Geod. Az  |
 PX0162|                                                           dddmmss.s |
 PX0162| PX0433 LOONE                               APPROX. 4.1 KM 2110916.0 |
 PX0162|---------------------------------------------------------------------|
 PX0162
 PX0162                          SUPERSEDED SURVEY CONTROL
 PX0162
 PX0162  NAD 83(1986)-  44 30 25.39890(N)    109 15 57.65952(W) AD(       ) 3
 PX0162  NAD 27      -  44 30 25.54487(N)    109 15 55.10042(W) AD(       ) 3
 PX0162  NGVD 29 (??/??/92) 1649.811  (m)         5412.75   (f) ADJ UNCH    2 0
 PX0162
 PX0162.Superseded values are not recommended for survey control.
 PX0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0162.See file dsdata.txt to determine how the superseded data were derived.
 PX0162
 PX0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ3783129655(NAD 83)
 PX0162_MARKER: DB = BENCH MARK DISK
 PX0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0162_SP_SET: CULVERT
 PX0162_STAMPING: 5412.355 Q 26 1933
 PX0162_MARK LOGO: CGS   
 PX0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0162
 PX0162  HISTORY     - Date     Condition        Report By
 PX0162  HISTORY     - 1933     MONUMENTED       CGS
 PX0162  HISTORY     - 1933     GOOD             CGS
 PX0162  HISTORY     - 1983     MARK NOT FOUND   USGS
 PX0162  HISTORY     - 20000712 MARK NOT FOUND   CGS
 PX0162
 PX0162                          STATION DESCRIPTION
 PX0162
 PX0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0162'STATION LOCATED ABOUT 11 MI. W. ALONG U.S. HIGHWAY NO. 20 AND 14,
 PX0162'-THE CODY E. ENTRANCE RD.- FROM CODY WYOMING, ABOUT 405 FT. E. OF
 PX0162'HIGHWAY BRIDGE OVER RATTLESNAKE CREEK.  ABOUT 350 FT. NE.OF HALFMOON
 PX0162'TAVERN ON TOP AND AT THE W. END OF N. HEADWALL OF SMALL CONCRETE
 PX0162'CULVERT.
 PX0162'
 PX0162'TO REACH STATION FROM THE POST OFFICE IN CODY, WYOMING FOLLOW U.S.
 PX0162'HIGHWAY  20 W. TOWARD YELLOWSTONE PARK FOR 11.3 MI. TO HALFMOON
 PX0162'TAVERN.
 PX0162'
 PX0162'STATION MARK - A STANDARD NGS BM TABLET STAMPED ---5432.010 Q-26---
 PX0162'CEMENTED IN THE W. END OF N. HEADWALL OF SMALL CULVERT.
 PX0162'
 PX0162'REFERENCE MARKS - NONE.
 PX0162
 PX0162                          STATION RECOVERY (1933)
 PX0162
 PX0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 PX0162'11.3 MI W FROM CODY.
 PX0162'11.3 MILES WEST ALONG U.S. HIGHWAY 20 FROM CODY, PARK COUNTY, ABOUT
 PX0162'405 FEET EAST OF THE BRIDGE OVER RATTLESNAKE CREEK, AT A CONCRETE
 PX0162'CULVERT, AND IN THE TOP OF THE NORTH HEAD WALL.  A STANDARD DISK,
 PX0162'STAMPED 5412.355 Q 26 1933.
 PX0162
 PX0162                          STATION RECOVERY (1983)
 PX0162
 PX0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0162'MARK NOT FOUND.
 PX0162
 PX0162                          STATION RECOVERY (2000)
 PX0162
 PX0162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0162'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0138 ***********************************************************************
 OV0138  DESIGNATION -  Q 26
 OV0138  PID         -  OV0138
 OV0138  STATE/COUNTY-  WY/NATRONA
 OV0138  USGS QUAD   -  ARMINTO NW (1952)
 OV0138
 OV0138                         *CURRENT SURVEY CONTROL
 OV0138  ___________________________________________________________________
 OV0138* NAD 83(1986)-  43 12 04.     (N)    107 24 23.     (W)     SCALED    
 OV0138* NAVD 88     -      1763.240  (meters)    5784.90   (feet)  POSTED    
 OV0138  ___________________________________________________________________
 OV0138  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 OV0138  DYNAMIC HT  -        1762.030 (meters)    5780.93  (feet)  COMP
 OV0138  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 OV0138
 OV0138  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0138
 OV0138.The horizontal coordinates were scaled from a topographic map and have
 OV0138.an estimated accuracy of +/- 6 seconds.
 OV0138
 OV0138.The orthometric height was determined by differential leveling
 OV0138.and adjusted by the National Geodetic Survey in 1992..
 OV0138.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0138.rate of 1.1 thru 2.0 mm/km.
 OV0138
 OV0138.The geoid height was determined by GEOID03.
 OV0138
 OV0138.The dynamic height is computed by dividing the NAVD 88
 OV0138.geopotential number by the normal gravity value computed on the
 OV0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0138.degrees latitude (g = 980.6199 gals.).
 OV0138
 OV0138.The modeled gravity was interpolated from observed gravity values.
 OV0138
 OV0138;                    North         East    Units  Estimated Accuracy
 OV0138;SPC WYEC     -   400,000.      394,060.      MT  (+/- 180 meters Scaled)
 OV0138
 OV0138                          SUPERSEDED SURVEY CONTROL
 OV0138
 OV0138  NGVD 29 (??/??/92) 1762.096  (m)         5781.14   (f) ADJ UNCH    1 2
 OV0138
 OV0138.Superseded values are not recommended for survey control.
 OV0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0138.See file dsdata.txt to determine how the superseded data were derived.
 OV0138
 OV0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH044859(NAD 83)
 OV0138_MARKER: DB = BENCH MARK DISK
 OV0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0138_STAMPING: Q 26 1934
 OV0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0138+STABILITY: SURFACE MOTION
 OV0138
 OV0138  HISTORY     - Date     Condition        Report By
 OV0138  HISTORY     - 1934     MONUMENTED       CGS
 OV0138
 OV0138                          STATION DESCRIPTION
 OV0138
 OV0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0138'5.6 MI E FROM MADDEN.
 OV0138'IN NATRONA COUNTY, ABOUT 5.6 MILES EAST ALONG THE CHICAGO, BURLINGTON
 OV0138'AND QUINCY RAILROAD FROM THE STATION AT MADDEN, FREMONT COUNTY, ABOUT
 OV0138'0.15 MILE WEST OF MILEPOST 268, AT THE EAST END OF A CUT, ON THE
 OV0138'SOUTHEAST SLOPE OF THE FIRST RISE WEST OF THE MILEPOST, ABOUT 30 FEET
 OV0138'NORTH OF THE NORTH RAIL, AND ABOUT 4 FEET HIGHER THAN THE TRACK.  A
 OV0138'STANDARD DISK, STAMPED Q 26 1934 AND SET IN THE TOP OF A CONCRETE
 OV0138'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0190 ***********************************************************************
 NR0190  DESIGNATION -  Q 27
 NR0190  PID         -  NR0190
 NR0190  STATE/COUNTY-  WY/CARBON
 NR0190  USGS QUAD   -  BUCKLIN RESERVOIRS (1981)
 NR0190
 NR0190                         *CURRENT SURVEY CONTROL
 NR0190  ___________________________________________________________________
 NR0190* NAD 83(1986)-  42 23 56.     (N)    107 28 53.     (W)     SCALED    
 NR0190* NAVD 88     -      1946.854  (meters)    6387.30   (feet)  ADJUSTED  
 NR0190  ___________________________________________________________________
 NR0190  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 NR0190  DYNAMIC HT  -        1945.363 (meters)    6382.41  (feet)  COMP
 NR0190  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 NR0190
 NR0190  VERT ORDER  -  SECOND    CLASS 0
 NR0190
 NR0190.The horizontal coordinates were scaled from a topographic map and have
 NR0190.an estimated accuracy of +/- 6 seconds.
 NR0190
 NR0190.The orthometric height was determined by differential leveling
 NR0190.and adjusted by the National Geodetic Survey in June 1991..
 NR0190
 NR0190.The geoid height was determined by GEOID03.
 NR0190
 NR0190.The dynamic height is computed by dividing the NAVD 88
 NR0190.geopotential number by the normal gravity value computed on the
 NR0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0190.degrees latitude (g = 980.6199 gals.).
 NR0190
 NR0190.The modeled gravity was interpolated from observed gravity values.
 NR0190
 NR0190;                    North         East    Units  Estimated Accuracy
 NR0190;SPC WYEC     -   310,890.      387,810.      MT  (+/- 180 meters Scaled)
 NR0190
 NR0190                          SUPERSEDED SURVEY CONTROL
 NR0190
 NR0190  NGVD 29 (??/??/92) 1945.764  (m)         6383.73   (f) ADJ UNCH    2 0
 NR0190
 NR0190.Superseded values are not recommended for survey control.
 NR0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0190.See file dsdata.txt to determine how the superseded data were derived.
 NR0190
 NR0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG957970(NAD 83)
 NR0190_MARKER: DB = BENCH MARK DISK
 NR0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0190_STAMPING: Q 27 1934
 NR0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0190+STABILITY: SURFACE MOTION
 NR0190
 NR0190  HISTORY     - Date     Condition        Report By
 NR0190  HISTORY     - 1934     MONUMENTED       CGS
 NR0190  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0190
 NR0190                          STATION DESCRIPTION
 NR0190
 NR0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0190'3.5 MI W FROM THREE FORKS.
 NR0190'ABOUT 3.5 MILES WEST ALONG U.S. HIGHWAY 287 FROM THREE FORKS, CARBON
 NR0190'COUNTY, 63.7 FEET WEST OF THE WEST CORNER OF A TIMBER BRIDGE, AND 46.7
 NR0190'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 NR0190'STAMPED Q 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NR0190
 NR0190                          STATION RECOVERY (1982)
 NR0190
 NR0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0013 ***********************************************************************
 NS0013  DESIGNATION -  Q 28
 NS0013  PID         -  NS0013
 NS0013  STATE/COUNTY-  WY/FREMONT
 NS0013  USGS QUAD   -  SWEETWATER STATION (1953)
 NS0013
 NS0013                         *CURRENT SURVEY CONTROL
 NS0013  ___________________________________________________________________
 NS0013* NAD 83(1986)-  42 32 36.     (N)    108 11 55.     (W)     SCALED    
 NS0013* NAVD 88     -      2009.925  (meters)    6594.23   (feet)  ADJUSTED  
 NS0013  ___________________________________________________________________
 NS0013  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NS0013  DYNAMIC HT  -        2008.452 (meters)    6589.40  (feet)  COMP
 NS0013  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 NS0013
 NS0013  VERT ORDER  -  SECOND    CLASS 0
 NS0013
 NS0013.The horizontal coordinates were scaled from a topographic map and have
 NS0013.an estimated accuracy of +/- 6 seconds.
 NS0013
 NS0013.The orthometric height was determined by differential leveling
 NS0013.and adjusted by the National Geodetic Survey in June 1991..
 NS0013
 NS0013.The geoid height was determined by GEOID03.
 NS0013
 NS0013.The dynamic height is computed by dividing the NAVD 88
 NS0013.geopotential number by the normal gravity value computed on the
 NS0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0013.degrees latitude (g = 980.6199 gals.).
 NS0013
 NS0013.The modeled gravity was interpolated from observed gravity values.
 NS0013
 NS0013;                    North         East    Units  Estimated Accuracy
 NS0013;SPC WYWC     -   227,070.      645,290.      MT  (+/- 180 meters Scaled)
 NS0013
 NS0013                          SUPERSEDED SURVEY CONTROL
 NS0013
 NS0013  NGVD 29 (??/??/92) 2008.842  (m)         6590.68   (f) ADJ UNCH    2 0
 NS0013
 NS0013.Superseded values are not recommended for survey control.
 NS0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0013.See file dsdata.txt to determine how the superseded data were derived.
 NS0013
 NS0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN300139(NAD 83)
 NS0013_MARKER: DB = BENCH MARK DISK
 NS0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0013_STAMPING: Q 28 1934
 NS0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0013+STABILITY: SURFACE MOTION
 NS0013
 NS0013  HISTORY     - Date     Condition        Report By
 NS0013  HISTORY     - 1934     MONUMENTED       CGS
 NS0013
 NS0013                          STATION DESCRIPTION
 NS0013
 NS0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0013'38.6 MI SE FROM LANDER.
 NS0013'ABOUT 38.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 NS0013'AT LANDER, FREMONT COUNTY, 1.1 MI NW OF SWEETWATER STATION, ABOUT
 NS0013'0.6 MILE WEST OF THE JUNCTION WITH SAND DRAW ROAD, 40 FEET NORTH OF
 NS0013'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE
 NS0013'HIGHWAY.  A STANDARD DISK, STAMPED Q 28 1934 AND SET IN THE TOP OF A
 NS0013'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0182 ***********************************************************************
 MQ0182  DESIGNATION -  Q 3
 MQ0182  PID         -  MQ0182
 MQ0182  STATE/COUNTY-  WY/SWEETWATER
 MQ0182  USGS QUAD   -  GREEN RIVER (1980)
 MQ0182
 MQ0182                         *CURRENT SURVEY CONTROL
 MQ0182  ___________________________________________________________________
 MQ0182* NAD 83(1986)-  41 31 40.     (N)    109 28 05.     (W)     SCALED    
 MQ0182* NAVD 88     -      1856.799  (meters)    6091.85   (feet)  ADJUSTED  
 MQ0182  ___________________________________________________________________
 MQ0182  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 MQ0182  DYNAMIC HT  -        1855.220 (meters)    6086.67  (feet)  COMP
 MQ0182  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 MQ0182
 MQ0182  VERT ORDER  -  FIRST     CLASS II
 MQ0182
 MQ0182.The horizontal coordinates were scaled from a topographic map and have
 MQ0182.an estimated accuracy of +/- 6 seconds.
 MQ0182
 MQ0182.The orthometric height was determined by differential leveling
 MQ0182.and adjusted by the National Geodetic Survey in June 1991..
 MQ0182
 MQ0182.The geoid height was determined by GEOID03.
 MQ0182
 MQ0182.The dynamic height is computed by dividing the NAVD 88
 MQ0182.geopotential number by the normal gravity value computed on the
 MQ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0182.degrees latitude (g = 980.6199 gals.).
 MQ0182
 MQ0182.The modeled gravity was interpolated from observed gravity values.
 MQ0182
 MQ0182;                    North         East    Units  Estimated Accuracy
 MQ0182;SPC WYWC     -   114,380.      540,070.      MT  (+/- 180 meters Scaled)
 MQ0182
 MQ0182                          SUPERSEDED SURVEY CONTROL
 MQ0182
 MQ0182  NGVD 29 (??/??/92) 1855.512  (m)         6087.63   (f) ADJ UNCH    1 2
 MQ0182
 MQ0182.Superseded values are not recommended for survey control.
 MQ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0182.See file dsdata.txt to determine how the superseded data were derived.
 MQ0182
 MQ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL278984(NAD 83)
 MQ0182_MARKER: Z = SEE DESCRIPTION
 MQ0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0182_SP_SET: STONE POST
 MQ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0182+STABILITY: SURFACE MOTION
 MQ0182
 MQ0182  HISTORY     - Date     Condition        Report By
 MQ0182  HISTORY     - UNK      MONUMENTED       CGS
 MQ0182  HISTORY     - 1958     MARK NOT FOUND   NGS
 MQ0182
 MQ0182                          STATION DESCRIPTION
 MQ0182
 MQ0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0182'IN GREEN RIVER.
 MQ0182'AT GREEN RIVER, SWEETWATER COUNTY, ON THE UNION PACIFIC RAILROAD, AT
 MQ0182'THE WEST END OF THE STATION PARK, 6 FEET EAST OF THE SIXTH IRON FENCE
 MQ0182'POST NORTH OF THE SOUTHWEST CORNER OF THE GROUNDS, AND 4 INCHES UNDER
 MQ0182'GROUND.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM
 MQ0182'IN THE TOP OF A STONE POST.  NOTE-- PROBABLE DESTROYED DURING THE
 MQ0182'CONSTRUCTION OF A PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0169 ***********************************************************************
 NR0169  DESIGNATION -  Q 30
 NR0169  PID         -  NR0169
 NR0169  STATE/COUNTY-  WY/CARBON
 NR0169  USGS QUAD   -  LAMONT (1981)
 NR0169
 NR0169                         *CURRENT SURVEY CONTROL
 NR0169  ___________________________________________________________________
 NR0169* NAD 83(1986)-  42 08 08.     (N)    107 25 57.     (W)     SCALED    
 NR0169* NAVD 88     -      1980.961  (meters)    6499.20   (feet)  ADJUSTED  
 NR0169  ___________________________________________________________________
 NR0169  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 NR0169  DYNAMIC HT  -        1979.343 (meters)    6493.89  (feet)  COMP
 NR0169  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 NR0169
 NR0169  VERT ORDER  -  FIRST     CLASS II
 NR0169
 NR0169.The horizontal coordinates were scaled from a topographic map and have
 NR0169.an estimated accuracy of +/- 6 seconds.
 NR0169
 NR0169.The orthometric height was determined by differential leveling
 NR0169.and adjusted by the National Geodetic Survey in June 1991..
 NR0169
 NR0169.The geoid height was determined by GEOID03.
 NR0169
 NR0169.The dynamic height is computed by dividing the NAVD 88
 NR0169.geopotential number by the normal gravity value computed on the
 NR0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0169.degrees latitude (g = 980.6199 gals.).
 NR0169
 NR0169.The modeled gravity was interpolated from observed gravity values.
 NR0169
 NR0169;                    North         East    Units  Estimated Accuracy
 NR0169;SPC WYEC     -   281,640.      391,800.      MT  (+/- 180 meters Scaled)
 NR0169
 NR0169                          SUPERSEDED SURVEY CONTROL
 NR0169
 NR0169  NGVD 29 (??/??/92) 1979.821  (m)         6495.46   (f) ADJ UNCH    1 2
 NR0169
 NR0169.Superseded values are not recommended for survey control.
 NR0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0169.See file dsdata.txt to determine how the superseded data were derived.
 NR0169
 NR0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG989676(NAD 83)
 NR0169_MARKER: DB = BENCH MARK DISK
 NR0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0169_STAMPING: Q 30 1933
 NR0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0169+STABILITY: SURFACE MOTION
 NR0169
 NR0169  HISTORY     - Date     Condition        Report By
 NR0169  HISTORY     - 1933     MONUMENTED       CGS
 NR0169  HISTORY     - 1945     GOOD             NGS
 NR0169  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0169
 NR0169                          STATION DESCRIPTION
 NR0169
 NR0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0169'28.3 MI N FROM RAWLINS.
 NR0169'28.3 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 NR0169'RAWLINS, CARBON COUNTY, ON THE OUTSIDE OF A SHARP CURVE TO THE LEFT,
 NR0169'AND 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 NR0169'STAMPED Q 30 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NR0169'INCHES ABOVE GROUND.
 NR0169
 NR0169                          STATION RECOVERY (1945)
 NR0169
 NR0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 NR0169'RECOVERED IN GOOD CONDITION.
 NR0169
 NR0169                          STATION RECOVERY (1982)
 NR0169
 NR0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0134 ***********************************************************************
 NR0134  DESIGNATION -  Q 31
 NR0134  PID         -  NR0134
 NR0134  STATE/COUNTY-  WY/NATRONA
 NR0134  USGS QUAD   -  BENTON BASIN SW (1984)
 NR0134
 NR0134                         *CURRENT SURVEY CONTROL
 NR0134  ___________________________________________________________________
 NR0134* NAD 83(1986)-  42 34 00.     (N)    106 58 02.     (W)     SCALED    
 NR0134* NAVD 88     -      1818.077  (meters)    5964.81   (feet)  ADJUSTED  
 NR0134  ___________________________________________________________________
 NR0134  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 NR0134  DYNAMIC HT  -        1816.850 (meters)    5960.78  (feet)  COMP
 NR0134  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 NR0134
 NR0134  VERT ORDER  -  FIRST     CLASS II
 NR0134
 NR0134.The horizontal coordinates were scaled from a topographic map and have
 NR0134.an estimated accuracy of +/- 6 seconds.
 NR0134
 NR0134.The orthometric height was determined by differential leveling
 NR0134.and adjusted by the National Geodetic Survey in June 1991..
 NR0134
 NR0134.The geoid height was determined by GEOID03.
 NR0134
 NR0134.The dynamic height is computed by dividing the NAVD 88
 NR0134.geopotential number by the normal gravity value computed on the
 NR0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0134.degrees latitude (g = 980.6199 gals.).
 NR0134
 NR0134.The modeled gravity was interpolated from observed gravity values.
 NR0134
 NR0134;                    North         East    Units  Estimated Accuracy
 NR0134;SPC WYEC     -   329,580.      430,060.      MT  (+/- 180 meters Scaled)
 NR0134
 NR0134                          SUPERSEDED SURVEY CONTROL
 NR0134
 NR0134  NGVD 29 (??/??/92) 1817.154  (m)         5961.78   (f) ADJ UNCH    1 2
 NR0134
 NR0134.Superseded values are not recommended for survey control.
 NR0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0134.See file dsdata.txt to determine how the superseded data were derived.
 NR0134
 NR0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH385145(NAD 83)
 NR0134_MARKER: DB = BENCH MARK DISK
 NR0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0134_STAMPING: Q 31 1933
 NR0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0134+STABILITY: SURFACE MOTION
 NR0134
 NR0134  HISTORY     - Date     Condition        Report By
 NR0134  HISTORY     - 1933     MONUMENTED       CGS
 NR0134  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0134
 NR0134                          STATION DESCRIPTION
 NR0134
 NR0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0134'42.4 MI SW FROM CASPER.
 NR0134'42.4 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0134'CASPER, NATRONA COUNTY, 6.9 MILES SOUTHWEST OF THE JUNCTION OF THE
 NR0134'ROAD LEADING TO PATHFINDER DAM, 0.8 MILE WEST OF A STEEL-RAIL CATTLE
 NR0134'GATE, AT THE TOP OF THE SECOND RISE LEADING EAST, 47 FEET SOUTH OF THE
 NR0134'CENTER LINE OF THE HIGHWAY, AND 3 FEET NORTH OF A WIRE FENCE
 NR0134'PARALLELING THE HIGHWAY.  A STANDARD DISK, STAMPED Q 31 1933 AND SET
 NR0134'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0134
 NR0134                          STATION RECOVERY (1982)
 NR0134
 NR0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0222 ***********************************************************************
 MO0222  DESIGNATION -  Q 311
 MO0222  PID         -  MO0222
 MO0222  STATE/COUNTY-  WY/LARAMIE
 MO0222  USGS QUAD   -  BORIE (1994)
 MO0222
 MO0222                         *CURRENT SURVEY CONTROL
 MO0222  ___________________________________________________________________
 MO0222* NAD 83(1986)-  41 03 02.     (N)    104 53 40.     (W)     SCALED    
 MO0222* NAVD 88     -      1938.203  (meters)    6358.92   (feet)  ADJUSTED  
 MO0222  ___________________________________________________________________
 MO0222  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 MO0222  DYNAMIC HT  -        1936.492 (meters)    6353.31  (feet)  COMP
 MO0222  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 MO0222
 MO0222  VERT ORDER  -  FIRST     CLASS II
 MO0222
 MO0222.The horizontal coordinates were scaled from a topographic map and have
 MO0222.an estimated accuracy of +/- 6 seconds.
 MO0222
 MO0222.The orthometric height was determined by differential leveling
 MO0222.and adjusted by the National Geodetic Survey in June 1991..
 MO0222.WARNING-Repeat measurements at this control monument indicate possible
 MO0222.vertical movement.
 MO0222
 MO0222.The geoid height was determined by GEOID03.
 MO0222
 MO0222.The dynamic height is computed by dividing the NAVD 88
 MO0222.geopotential number by the normal gravity value computed on the
 MO0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0222.degrees latitude (g = 980.6199 gals.).
 MO0222
 MO0222.The modeled gravity was interpolated from observed gravity values.
 MO0222
 MO0222;                    North         East    Units  Estimated Accuracy
 MO0222;SPC WY E     -    61,170.      222,890.      MT  (+/- 180 meters Scaled)
 MO0222
 MO0222                          SUPERSEDED SURVEY CONTROL
 MO0222
 MO0222  NGVD 29 (??/??/92) 1937.153  (m)         6355.48   (f) ADJ UNCH    1 2
 MO0222
 MO0222.Superseded values are not recommended for survey control.
 MO0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0222.See file dsdata.txt to determine how the superseded data were derived.
 MO0222
 MO0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF088443(NAD 83)
 MO0222_MARKER: DB = BENCH MARK DISK
 MO0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0222_SP_SET: ABUTMENT
 MO0222_STAMPING: Q 311 1939
 MO0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0222
 MO0222  HISTORY     - Date     Condition        Report By
 MO0222  HISTORY     - 1939     MONUMENTED       CGS
 MO0222  HISTORY     - 1956     GOOD             NGS
 MO0222
 MO0222                          STATION DESCRIPTION
 MO0222
 MO0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0222'8.2 MI S FROM CHEYENNE.
 MO0222'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0222'STATION AT CHEYENNE, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 MO0222'ROAD, THENCE 4.15 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD,
 MO0222'0.2 MILE SOUTH OF THE SECTION FOREMANS HOUSE AT SPEER, 10.4 FEET
 MO0222'WEST OF THE WEST RAIL, SET IN THE TOP OF THE WEST END OF THE
 MO0222'NORTH CONCRETE ABUTMENT OF TRESTLE 97.73 WHICH IS ALSO AN
 MO0222'OVERPASS OVER ANOTHER RAILROAD, IN SECTION 33, TOWNSHIP 13 NORTH,
 MO0222'RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0024 ***********************************************************************
 OX0024  DESIGNATION -  Q 312
 OX0024  PID         -  OX0024
 OX0024  STATE/COUNTY-  WY/TETON
 OX0024  USGS QUAD   -  GRIZZLY LAKE (1996)
 OX0024
 OX0024                         *CURRENT SURVEY CONTROL
 OX0024  ___________________________________________________________________
 OX0024* NAD 83(1993)-  43 36 22.08621(N)    110 24 58.40817(W)     ADJUSTED  
 OX0024* NAVD 88     -      2153.034  (meters)    7063.75   (feet)  ADJUSTED  
 OX0024  ___________________________________________________________________
 OX0024  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 OX0024  GEOID HEIGHT-          -8.70  (meters)                     GEOID03
 OX0024  DYNAMIC HT  -        2151.475 (meters)    7058.63  (feet)  COMP
 OX0024  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 OX0024
 OX0024  HORZ ORDER  -  SECOND
 OX0024  VERT ORDER  -  SECOND    CLASS 0
 OX0024
 OX0024.The horizontal coordinates were established by classical geodetic methods
 OX0024.and adjusted by the National Geodetic Survey in January 1997..
 OX0024
 OX0024.The orthometric height was determined by differential leveling
 OX0024.and adjusted by the National Geodetic Survey in June 1991..
 OX0024
 OX0024.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0024
 OX0024.The geoid height was determined by GEOID03.
 OX0024
 OX0024.The dynamic height is computed by dividing the NAVD 88
 OX0024.geopotential number by the normal gravity value computed on the
 OX0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0024.degrees latitude (g = 980.6199 gals.).
 OX0024
 OX0024.The modeled gravity was interpolated from observed gravity values.
 OX0024
 OX0024;                    North         East     Units Scale Factor Converg.
 OX0024;SPC WY W     -   445,044.198   773,125.747   MT  0.99994638   -0 13 46.5
 OX0024;UTM  12      - 4,828,294.179   547,112.229   MT  0.99962730   +0 24 09.5
 OX0024
 OX0024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0024!SPC WY W     -   0.99966386  x   0.99994638  =   0.99961025
 OX0024!UTM  12      -   0.99966386  x   0.99962730  =   0.99929128
 OX0024
 OX0024:                Primary Azimuth Mark                     Grid Az
 OX0024:SPC WY W     -  Q 312 AZ MK                              061 11 37.8
 OX0024:UTM  12      -  Q 312 AZ MK                              060 33 41.8
 OX0024
 OX0024|---------------------------------------------------------------------|
 OX0024| PID    Reference Object                     Distance      Geod. Az  |
 OX0024|                                                           dddmmss.s |
 OX0024| CP4518 Q 312 AZ MK                                        0605751.3 |
 OX0024| CP4519 Q 312 RM 1                           19.740 METERS 15615     |
 OX0024| CP4520 Q 312 RM 2                           31.538 METERS 27553     |
 OX0024|---------------------------------------------------------------------|
 OX0024
 OX0024                          SUPERSEDED SURVEY CONTROL
 OX0024
 OX0024  NAD 83(1993)-  43 36 22.07883(N)    110 24 58.40299(W) AD(       ) 2
 OX0024  NAD 83(1986)-  43 36 22.07552(N)    110 24 58.39443(W) AD(       ) 2
 OX0024  NAD 27      -  43 36 22.29700(N)    110 24 55.69200(W) AD(       ) 2
 OX0024  NGVD 29 (??/??/92) 2151.607  (m)         7059.06   (f) ADJ UNCH    2 0
 OX0024
 OX0024.Superseded values are not recommended for survey control.
 OX0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0024.See file dsdata.txt to determine how the superseded data were derived.
 OX0024
 OX0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP4711228294(NAD 83)
 OX0024_MARKER: DB = BENCH MARK DISK
 OX0024_SETTING: 80 = SET IN A BOULDER
 OX0024_SP_SET: BOULDER
 OX0024_STAMPING: Q 312 1946
 OX0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0024+STABILITY: SURFACE MOTION
 OX0024
 OX0024  HISTORY     - Date     Condition        Report By
 OX0024  HISTORY     - 1946     MONUMENTED       CGS
 OX0024  HISTORY     - 1946     GOOD             CGS
 OX0024  HISTORY     - 1965     GOOD             USGS
 OX0024  HISTORY     - 1965     GOOD             USGS
 OX0024
 OX0024                          STATION DESCRIPTION
 OX0024
 OX0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0024'THE STATION IS LOCATED IN THE BOTTOM OF THE GROS VENTRE RIVER
 OX0024'CANYON, 15.45 MILES EAST BY SOUTH BY ROAD FROM KELLY, ON THE
 OX0024'NORTH SIDE OF THE MAIN ROAD AND AT A POINT 0.35 MILE EAST
 OX0024'OF THE BRIDGE ACROSS CRYSTAL CREEK.  THE DISK IS A COAST AND
 OX0024'GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN THE TOP OF A LARGE
 OX0024'BOULDER ABOUT 6 BY 14 FEET, PROJECTING ABOUT 2-1/2 FEET AND IS
 OX0024'STAMPED Q 312 1946.  IT IS SET 1/2 FOOT SOUTH OF THE NORTH EDGE
 OX0024'OF THE BOULDER, 6 FEET WEST OF THE EAST EDGE OF THE BOULDER
 OX0024'AND 58-1/2 FEET NORTH OF THE CENTER OF THE ROAD.
 OX0024'
 OX0024'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN THE TOP OF A BOULDER
 OX0024'1 BY 3 FEET, PROJECTING ABOUT 3 INCHES, 16 FEET SOUTH OF THE
 OX0024'CENTER OF THE ROAD, SOUTHEAST OF THE STATION AND IS STAMPED BM Q
 OX0024'312 NO 1 1946.
 OX0024'
 OX0024'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN THE TOP OF A BOULDER
 OX0024'ABOUT 18 BY 18 INCHES, PROJECTING ABOUT 6 INCHES, 44 FEET NORTH
 OX0024'OF THE CENTER OF THE ROAD, WEST OF THE STATION AND IS STAMPED
 OX0024'BM Q 312 NO 2 1946.
 OX0024'
 OX0024'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTHEAST OF THE STATION, 0.5
 OX0024'MILE BY ROAD.  IT IS A DISK SET FLUSH IN THE TOP OF A BOULDER
 OX0024'ABOUT 4 BY 7 FEET, PROJECTING ABOUT 2 FEET, LYING 72 FEET
 OX0024'SOUTH OF THE CENTER OF THE ROAD AND IS STAMPED BM Q 312 1946.
 OX0024'
 OX0024'TO REACH THE STATION FROM THE POST OFFICE IN KELLY GO NORTH ON
 OX0024'GRAVEL ROAD FOR 1.0 MILE, THEN TURN RIGHT ON THE MAIN ROAD
 OX0024'UP THE GROS VENTRE RIVER CANYON FOR 14.1 MILES TO THE BRIDGE
 OX0024'ACROSS CRYSTAL CREEK, CONTINUE ON THE MAIN ROAD FOR 0.35 MILE
 OX0024'TO THE STATION ON THE LEFT AS DESCRIBED.
 OX0024
 OX0024                          STATION RECOVERY (1946)
 OX0024
 OX0024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 OX0024'13.8 MI E FROM KELLY.
 OX0024'ALONG GROS VENTRE RIVER ROAD, ABOUT 13.8 MILES EAST OF KELLY POST
 OX0024'OFFICE (BY ROAD), ABOUT 0.35 MILE EAST OF BRIDGE OVER CRYSTAL CREEK,
 OX0024'SET IN LARGE BOULDER IN GRASSY FLAT ON SOUTHEAST SIDE OF SMALL POND,
 OX0024'60 FEET NORTH OF CENTER LINE OF ROAD, 110 FEET SOUTHEAST OF EDGE OF
 OX0024'POND.  A STANDARD DISK, STAMPED Q 312 1946 AND SET IN BOULDER.
 OX0024
 OX0024                          STATION RECOVERY (1965)
 OX0024
 OX0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0024'RECOVERED.
 OX0024
 OX0024                          STATION RECOVERY (1965)
 OX0024
 OX0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0152 ***********************************************************************
 OX0152  DESIGNATION -  Q 313
 OX0152  PID         -  OX0152
 OX0152  STATE/COUNTY-  WY/LINCOLN
 OX0152  USGS QUAD   -  DEER CREEK (1979)
 OX0152
 OX0152                         *CURRENT SURVEY CONTROL
 OX0152  ___________________________________________________________________
 OX0152* NAD 83(1986)-  43 05 41.     (N)    110 50 51.     (W)     SCALED    
 OX0152* NAVD 88     -      1877.318  (meters)    6159.17   (feet)  ADJUSTED  
 OX0152  ___________________________________________________________________
 OX0152  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OX0152  DYNAMIC HT  -        1875.993 (meters)    6154.82  (feet)  COMP
 OX0152  MODELED GRAV-     979,848.2   (mgal)                       NAVD 88
 OX0152
 OX0152  VERT ORDER  -  SECOND    CLASS 0
 OX0152
 OX0152.The horizontal coordinates were scaled from a topographic map and have
 OX0152.an estimated accuracy of +/- 6 seconds.
 OX0152
 OX0152.The orthometric height was determined by differential leveling
 OX0152.and adjusted by the National Geodetic Survey in June 1991..
 OX0152
 OX0152.The geoid height was determined by GEOID03.
 OX0152
 OX0152.The dynamic height is computed by dividing the NAVD 88
 OX0152.geopotential number by the normal gravity value computed on the
 OX0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0152.degrees latitude (g = 980.6199 gals.).
 OX0152
 OX0152.The modeled gravity was interpolated from observed gravity values.
 OX0152
 OX0152;                    North         East    Units  Estimated Accuracy
 OX0152;SPC WY W     -   388,460.      737,790.      MT  (+/- 180 meters Scaled)
 OX0152
 OX0152                          SUPERSEDED SURVEY CONTROL
 OX0152
 OX0152  NGVD 29 (??/??/92) 1876.014  (m)         6154.89   (f) ADJ UNCH    2 0
 OX0152
 OX0152.Superseded values are not recommended for survey control.
 OX0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0152.See file dsdata.txt to determine how the superseded data were derived.
 OX0152
 OX0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN124713(NAD 83)
 OX0152_MARKER: DB = BENCH MARK DISK
 OX0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0152_STAMPING: Q 313 1946
 OX0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0152+STABILITY: SURFACE MOTION
 OX0152
 OX0152  HISTORY     - Date     Condition        Report By
 OX0152  HISTORY     - 1946     MONUMENTED       CGS
 OX0152  HISTORY     - 1965     GOOD             NGS
 OX0152
 OX0152                          STATION DESCRIPTION
 OX0152
 OX0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0152'15.1 MI SE FROM ALPINE.
 OX0152'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0152'THENCE ABOUT 13.5 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 0.3 MILE
 OX0152'SOUTH OF LYNX CREEK CAMP GROUND, AT THE NORTH END OF COFFEE POT FLAT,
 OX0152'ABOUT 200 FEET EAST OF THE EDGE OF THE RIVER, 30 FEET EAST OF THE
 OX0152'CENTER LINE OF THE ROAD, 18 FEET WEST OF A GROUP OF SMALL SPRUCE
 OX0152'TREES, ABOUT 1 FOOT ABOVE THE ROAD LEVEL, AND SET IN THE TOP OF A
 OX0152'CONCRETE POST.
 OX0152
 OX0152                          STATION RECOVERY (1965)
 OX0152
 OX0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0093 ***********************************************************************
 NT0093  DESIGNATION -  Q 314
 NT0093  PID         -  NT0093
 NT0093  STATE/COUNTY-  WY/LINCOLN
 NT0093  USGS QUAD   -  PARK CREEK (1980)
 NT0093
 NT0093                         *CURRENT SURVEY CONTROL
 NT0093  ___________________________________________________________________
 NT0093* NAD 83(1986)-  42 46 39.     (N)    110 40 58.     (W)     SCALED    
 NT0093* NAVD 88     -      2167.122  (meters)    7109.97   (feet)  ADJUSTED  
 NT0093  ___________________________________________________________________
 NT0093  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 NT0093  DYNAMIC HT  -        2165.459 (meters)    7104.51  (feet)  COMP
 NT0093  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 NT0093
 NT0093  VERT ORDER  -  SECOND    CLASS 0
 NT0093
 NT0093.The horizontal coordinates were scaled from a topographic map and have
 NT0093.an estimated accuracy of +/- 6 seconds.
 NT0093
 NT0093.The orthometric height was determined by differential leveling
 NT0093.and adjusted by the National Geodetic Survey in June 1991..
 NT0093
 NT0093.The geoid height was determined by GEOID03.
 NT0093
 NT0093.The dynamic height is computed by dividing the NAVD 88
 NT0093.geopotential number by the normal gravity value computed on the
 NT0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0093.degrees latitude (g = 980.6199 gals.).
 NT0093
 NT0093.The modeled gravity was interpolated from observed gravity values.
 NT0093
 NT0093;                    North         East    Units  Estimated Accuracy
 NT0093;SPC WY W     -   353,110.      750,950.      MT  (+/- 180 meters Scaled)
 NT0093
 NT0093                          SUPERSEDED SURVEY CONTROL
 NT0093
 NT0093  NGVD 29 (??/??/92) 2165.751  (m)         7105.47   (f) ADJ UNCH    2 0
 NT0093
 NT0093.Superseded values are not recommended for survey control.
 NT0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0093.See file dsdata.txt to determine how the superseded data were derived.
 NT0093
 NT0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN259361(NAD 83)
 NT0093_MARKER: DB = BENCH MARK DISK
 NT0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0093_STAMPING: Q 314 1946
 NT0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0093+STABILITY: SURFACE MOTION
 NT0093
 NT0093  HISTORY     - Date     Condition        Report By
 NT0093  HISTORY     - 1946     MONUMENTED       CGS
 NT0093  HISTORY     - 1972     GOOD             NGS
 NT0093
 NT0093                          STATION DESCRIPTION
 NT0093
 NT0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0093'41.1 MI SE FROM ALPINE.
 NT0093'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0093'THENCE ABOUT 39.5 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 32 FEET WEST
 NT0093'OF THE WEST END OF A LARGE ROCK SLIDE ON THE NORTHEAST BANK OF THE
 NT0093'ROAD, 25 FEET NORTHWEST OF THE SOUTH END OF A LONG FLAT, 25 FEET
 NT0093'NORTHEAST OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTHEAST OF A GROUP
 NT0093'OF 12 SMALL PINE TREES, 3 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT
 NT0093'ABOVE THE ROAD LEVEL, AND SET IN THE TOP OF A CONCRETE POST.
 NT0093
 NT0093                          STATION RECOVERY (1972)
 NT0093
 NT0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0598 ***********************************************************************
 MO0598  DESIGNATION -  Q 316
 MO0598  PID         -  MO0598
 MO0598  STATE/COUNTY-  WY/ALBANY
 MO0598  USGS QUAD   -  LARAMIE (1978)
 MO0598
 MO0598                         *CURRENT SURVEY CONTROL
 MO0598  ___________________________________________________________________
 MO0598* NAD 83(1986)-  41 21 04.     (N)    105 36 01.     (W)     SCALED    
 MO0598* NAVD 88     -      2173.003  (meters)    7129.26   (feet)  ADJUSTED  
 MO0598  ___________________________________________________________________
 MO0598  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0598  DYNAMIC HT  -        2171.137 (meters)    7123.14  (feet)  COMP
 MO0598  MODELED GRAV-     979,685.7   (mgal)                       NAVD 88
 MO0598
 MO0598  VERT ORDER  -  FIRST     CLASS II
 MO0598
 MO0598.The horizontal coordinates were scaled from a topographic map and have
 MO0598.an estimated accuracy of +/- 6 seconds.
 MO0598
 MO0598.The orthometric height was determined by differential leveling
 MO0598.and adjusted by the National Geodetic Survey in June 1991..
 MO0598.WARNING-Repeat measurements at this control monument indicate possible
 MO0598.vertical movement.
 MO0598
 MO0598.The geoid height was determined by GEOID03.
 MO0598
 MO0598.The dynamic height is computed by dividing the NAVD 88
 MO0598.geopotential number by the normal gravity value computed on the
 MO0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0598.degrees latitude (g = 980.6199 gals.).
 MO0598
 MO0598.The modeled gravity was interpolated from observed gravity values.
 MO0598
 MO0598;                    North         East    Units  Estimated Accuracy
 MO0598;SPC WY E     -    94,600.      163,720.      MT  (+/- 180 meters Scaled)
 MO0598
 MO0598                          SUPERSEDED SURVEY CONTROL
 MO0598
 MO0598  NGVD 29 (06/08/92) 2171.963  (m)         7125.85   (f) ADJUSTED    1 2
 MO0598
 MO0598.Superseded values are not recommended for survey control.
 MO0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0598.See file dsdata.txt to determine how the superseded data were derived.
 MO0598
 MO0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF497779(NAD 83)
 MO0598_MARKER: DB = BENCH MARK DISK
 MO0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0598_STAMPING: Q 316 1947
 MO0598_MARK LOGO: CGS   
 MO0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0598+STABILITY: SURFACE MOTION
 MO0598
 MO0598  HISTORY     - Date     Condition        Report By
 MO0598  HISTORY     - 1947     MONUMENTED       CGS
 MO0598  HISTORY     - 1983     GOOD             NGS
 MO0598
 MO0598                          STATION DESCRIPTION
 MO0598
 MO0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0598'3 MI N FROM LARAMIE.
 MO0598'3.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0598'AT LARAMIE, 147.3 FEET NORTHEAST OF RAILROAD SIGNAL 5690, 106.2
 MO0598'FEET WEST OF A FENCE, 78.6 FEET EAST OF AND 3.0 FEET LOWER THAN
 MO0598'THE EAST RAIL OF THE EAST TRACK, 11.4 FEET NORTH OF THE SECOND
 MO0598'POLE SOUTH OF MILEPOST 569, 3.0 FEET SOUTH OF A 4 X 4 MARKER
 MO0598'POST, IN LINE WITH A ROW OF TELEGRAPH POLES, SET IN THE TOP
 MO0598'OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 MO0598
 MO0598                          STATION RECOVERY (1983)
 MO0598
 MO0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0692 ***********************************************************************
 MO0692  DESIGNATION -  Q 317
 MO0692  PID         -  MO0692
 MO0692  STATE/COUNTY-  WY/ALBANY
 MO0692  USGS QUAD   -  BOSLER (1981)
 MO0692
 MO0692                         *CURRENT SURVEY CONTROL
 MO0692  ___________________________________________________________________
 MO0692* NAD 83(1986)-  41 34 45.     (N)    105 41 44.     (W)     SCALED    
 MO0692* NAVD 88     -      2158.330  (meters)    7081.12   (feet)  ADJUSTED  
 MO0692  ___________________________________________________________________
 MO0692  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 MO0692  DYNAMIC HT  -        2156.505 (meters)    7075.13  (feet)  COMP
 MO0692  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 MO0692
 MO0692  VERT ORDER  -  FIRST     CLASS II
 MO0692
 MO0692.The horizontal coordinates were scaled from a topographic map and have
 MO0692.an estimated accuracy of +/- 6 seconds.
 MO0692
 MO0692.The orthometric height was determined by differential leveling
 MO0692.and adjusted by the National Geodetic Survey in June 1991..
 MO0692.WARNING-Repeat measurements at this control monument indicate possible
 MO0692.vertical movement.
 MO0692
 MO0692.The geoid height was determined by GEOID03.
 MO0692
 MO0692.The dynamic height is computed by dividing the NAVD 88
 MO0692.geopotential number by the normal gravity value computed on the
 MO0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0692.degrees latitude (g = 980.6199 gals.).
 MO0692
 MO0692.The modeled gravity was interpolated from observed gravity values.
 MO0692
 MO0692;                    North         East    Units  Estimated Accuracy
 MO0692;SPC WY E     -   119,970.      155,900.      MT  (+/- 180 meters Scaled)
 MO0692
 MO0692                          SUPERSEDED SURVEY CONTROL
 MO0692
 MO0692  NGVD 29 (06/08/92) 2157.273  (m)         7077.65   (f) ADJUSTED    1 2
 MO0692
 MO0692.Superseded values are not recommended for survey control.
 MO0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0692.See file dsdata.txt to determine how the superseded data were derived.
 MO0692
 MO0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG420032(NAD 83)
 MO0692_MARKER: DB = BENCH MARK DISK
 MO0692_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 MO0692_STAMPING: Q 317 1947
 MO0692_MARK LOGO: CGS   
 MO0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0692+STABILITY: POSITION/ELEVATION WELL
 MO0692
 MO0692  HISTORY     - Date     Condition        Report By
 MO0692  HISTORY     - 1947     MONUMENTED       CGS
 MO0692  HISTORY     - 1966     GOOD             NGS
 MO0692  HISTORY     - 1983     GOOD             NGS
 MO0692
 MO0692                          STATION DESCRIPTION
 MO0692
 MO0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0692'AT BOSLER.
 MO0692'AT BOSLER, SET VERTICALLY IN THE NORTHWEST WALL OF THE BOSLER
 MO0692'CONSOLIDATED SCHOOL BUILDING, 1.0 FOOT NORTHEAST OF THE WEST
 MO0692'CORNER OF THE BUILDING, AND 3.9 FEET ABOVE THE GROUND.
 MO0692
 MO0692                          STATION RECOVERY (1983)
 MO0692
 MO0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0692'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  31.8 KM
 MO0692'(19.75 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0692'STATION IN ROCK RIVER, THENCE 0.2 KM (0.1 MI) EAST ALONG A GRAVELED
 MO0692'ROAD, OR 31.1 KM (19.3 MI) NORTHWESTERLY ALONG THE UNION PACIFIC
 MO0692'RAILROAD FROM THE STATION IN LARAMIE, THENCE 0.2 KM (0.1 MI) EAST
 MO0692'ALONG A GRAVELED ROAD, SET VERTICALLY IN THE NORTHWEST WALL OF THE
 MO0692'BOSLER CONSOLIDATED SCHOOL BUILDING, 0.3 METERS (1.0 FT) NORTHEAST OF
 MO0692'THE WEST CORNER OF THE BUILDING.
 MO0692'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0711 ***********************************************************************
 MO0711  DESIGNATION -  Q 318
 MO0711  PID         -  MO0711
 MO0711  STATE/COUNTY-  WY/ALBANY
 MO0711  USGS QUAD   -  ROCK RIVER (1981)
 MO0711
 MO0711                         *CURRENT SURVEY CONTROL
 MO0711  ___________________________________________________________________
 MO0711* NAD 83(1986)-  41 43 13.     (N)    105 54 40.     (W)     SCALED    
 MO0711* NAVD 88     -      2139.643  (meters)    7019.81   (feet)  ADJUSTED  
 MO0711  ___________________________________________________________________
 MO0711  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 MO0711  DYNAMIC HT  -        2137.815 (meters)    7013.81  (feet)  COMP
 MO0711  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 MO0711
 MO0711  VERT ORDER  -  FIRST     CLASS II
 MO0711
 MO0711.The horizontal coordinates were scaled from a topographic map and have
 MO0711.an estimated accuracy of +/- 6 seconds.
 MO0711
 MO0711.The orthometric height was determined by differential leveling
 MO0711.and adjusted by the National Geodetic Survey in June 1991..
 MO0711
 MO0711.The geoid height was determined by GEOID03.
 MO0711
 MO0711.The dynamic height is computed by dividing the NAVD 88
 MO0711.geopotential number by the normal gravity value computed on the
 MO0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0711.degrees latitude (g = 980.6199 gals.).
 MO0711
 MO0711.The modeled gravity was interpolated from observed gravity values.
 MO0711
 MO0711;                    North         East    Units  Estimated Accuracy
 MO0711;SPC WY E     -   135,780.      138,060.      MT  (+/- 180 meters Scaled)
 MO0711
 MO0711                          SUPERSEDED SURVEY CONTROL
 MO0711
 MO0711  NGVD 29 (??/??/92) 2138.540  (m)         7016.19   (f) ADJ UNCH    1 2
 MO0711
 MO0711.Superseded values are not recommended for survey control.
 MO0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0711.See file dsdata.txt to determine how the superseded data were derived.
 MO0711
 MO0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG242191(NAD 83)
 MO0711_MARKER: DB = BENCH MARK DISK
 MO0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0711_STAMPING: Q 318 1947
 MO0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0711+STABILITY: SURFACE MOTION
 MO0711
 MO0711  HISTORY     - Date     Condition        Report By
 MO0711  HISTORY     - 1947     MONUMENTED       CGS
 MO0711  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0711
 MO0711                          STATION DESCRIPTION
 MO0711
 MO0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0711'4.6 MI SE FROM ROCK RIVER.
 MO0711'4.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0711'STATION AT ROCK RIVER, 12 POLES SOUTHEAST OF MILEPOST 601,
 MO0711'184.0 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30 AT A
 MO0711'POINT 2 1/2 POLES WEST OF DOUBLE TELEPHONE POLES ALONG THE
 MO0711'NORTH SIDE OF THE HIGHWAY, 83.2 FEET NORTH OF THE NORTH RAIL
 MO0711'OF THE NORTH TRACK AND 8 FEET LOWER, 31.5 FEET NORTHEAST OF A
 MO0711'TELEGRAPH POLE, 3.0 FEET EAST OF A REFERENCE POST, 1.3 FEET
 MO0711'SOUTH OF A RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE
 MO0711'POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MO0711
 MO0711                          STATION RECOVERY (1983)
 MO0711
 MO0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0711'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0209 ***********************************************************************
 MP0209  DESIGNATION -  Q 319
 MP0209  PID         -  MP0209
 MP0209  STATE/COUNTY-  WY/CARBON
 MP0209  USGS QUAD   -  FORT STEELE (1971)
 MP0209
 MP0209                         *CURRENT SURVEY CONTROL
 MP0209  ___________________________________________________________________
 MP0209* NAD 83(1986)-  41 46 48.     (N)    106 58 44.     (W)     SCALED    
 MP0209* NAVD 88     -      2002.870  (meters)    6571.08   (feet)  ADJUSTED  
 MP0209  ___________________________________________________________________
 MP0209  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MP0209  DYNAMIC HT  -        2001.194 (meters)    6565.58  (feet)  COMP
 MP0209  MODELED GRAV-     979,714.5   (mgal)                       NAVD 88
 MP0209
 MP0209  VERT ORDER  -  FIRST     CLASS II
 MP0209
 MP0209.The horizontal coordinates were scaled from a topographic map and have
 MP0209.an estimated accuracy of +/- 6 seconds.
 MP0209
 MP0209.The orthometric height was determined by differential leveling
 MP0209.and adjusted by the National Geodetic Survey in June 1991..
 MP0209
 MP0209.The geoid height was determined by GEOID03.
 MP0209
 MP0209.The dynamic height is computed by dividing the NAVD 88
 MP0209.geopotential number by the normal gravity value computed on the
 MP0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0209.degrees latitude (g = 980.6199 gals.).
 MP0209
 MP0209.The modeled gravity was interpolated from observed gravity values.
 MP0209
 MP0209;                    North         East    Units  Estimated Accuracy
 MP0209;SPC WYEC     -   242,200.      429,470.      MT  (+/- 180 meters Scaled)
 MP0209
 MP0209                          SUPERSEDED SURVEY CONTROL
 MP0209
 MP0209  NGVD 29 (06/08/92) 2001.736  (m)         6567.36   (f) ADJUSTED    1 2
 MP0209
 MP0209.Superseded values are not recommended for survey control.
 MP0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0209.See file dsdata.txt to determine how the superseded data were derived.
 MP0209
 MP0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG355272(NAD 83)
 MP0209_MARKER: DB = BENCH MARK DISK
 MP0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0209_STAMPING: Q 319 1947
 MP0209_MARK LOGO: CGS   
 MP0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0209+STABILITY: SURFACE MOTION
 MP0209
 MP0209  HISTORY     - Date     Condition        Report By
 MP0209  HISTORY     - 1947     MONUMENTED       CGS
 MP0209  HISTORY     - 1948     GOOD             NGS
 MP0209  HISTORY     - 1983     GOOD             NGS
 MP0209
 MP0209                          STATION DESCRIPTION
 MP0209
 MP0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0209'1.6 MI W FROM FORT STEELE.
 MP0209'1.6 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE ELEMENTARY
 MP0209'SCHOOL AT FORT STEELE, 274.0 FEET SOUTH OF THE SOUTH POLE OF DOUBLE
 MP0209'TELEGRAPH POLES AND ACROSS THE TRACK FROM THEM, 65.5 FEET SOUTH OF THE
 MP0209'SOUTH RAIL OF THE SOUTH TRACK AND LEVEL WITH IT, 17.0 FEET WEST OF THE
 MP0209'11TH POLE WEST OF MILEPOST 669, 3.0 FEET WEST OF A REFERENCE POST, SET
 MP0209'IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MP0209
 MP0209                          STATION RECOVERY (1948)
 MP0209
 MP0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MP0209'RECOVERED IN GOOD CONDITION.
 MP0209
 MP0209                          STATION RECOVERY (1983)
 MP0209
 MP0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0209'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.2 KM
 MP0209'(6.95 MI) EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MP0209'SINCLAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0035 ***********************************************************************
 NR0035  CBN         -  This is a Cooperative Base Network Control Station.
 NR0035  DESIGNATION -  Q 32
 NR0035  PID         -  NR0035
 NR0035  STATE/COUNTY-  WY/NATRONA
 NR0035  USGS QUAD   -  THE REEFS (1984)
 NR0035
 NR0035                         *CURRENT SURVEY CONTROL
 NR0035  ___________________________________________________________________
 NR0035* NAD 83(1993)-  42 55 33.76076(N)    106 19 58.11421(W)     ADJUSTED  
 NR0035* NAVD 88     -      1628.602  (meters)    5343.17   (feet)  ADJUSTED  
 NR0035  ___________________________________________________________________
 NR0035  X           -  -1,315,736.562 (meters)                     COMP
 NR0035  Y           -  -4,489,922.293 (meters)                     COMP
 NR0035  Z           -   4,322,589.553 (meters)                     COMP
 NR0035  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 NR0035  ELLIP HEIGHT-        1615.29  (meters)          (09/07/01) GPS OBS
 NR0035  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 NR0035  DYNAMIC HT  -        1627.582 (meters)    5339.83  (feet)  COMP
 NR0035  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 NR0035
 NR0035  HORZ ORDER  -  B
 NR0035  VERT ORDER  -  FIRST     CLASS II
 NR0035  ELLP ORDER  -  FOURTH    CLASS I
 NR0035
 NR0035.The horizontal coordinates were established by GPS observations
 NR0035.and adjusted by the National Geodetic Survey in October 1994..
 NR0035
 NR0035.The orthometric height was determined by differential leveling
 NR0035.and adjusted by the National Geodetic Survey in June 1991..
 NR0035
 NR0035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NR0035
 NR0035.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0035
 NR0035.The ellipsoidal height was determined by GPS observations
 NR0035.and is referenced to NAD 83.
 NR0035
 NR0035.The geoid height was determined by GEOID03.
 NR0035
 NR0035.The dynamic height is computed by dividing the NAVD 88
 NR0035.geopotential number by the normal gravity value computed on the
 NR0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0035.degrees latitude (g = 980.6199 gals.).
 NR0035
 NR0035.The modeled gravity was interpolated from observed gravity values.
 NR0035
 NR0035;                    North         East     Units Scale Factor Converg.
 NR0035;SPC WYEC     -   369,924.154   481,676.662   MT  1.00001954   +0 40 53.2
 NR0035;UTM  13      - 4,753,463.884   391,233.968   MT  0.99974554   -0 54 28.1
 NR0035
 NR0035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0035!SPC WYEC     -   0.99974675  x   1.00001954  =   0.99976628
 NR0035!UTM  13      -   0.99974675  x   0.99974554  =   0.99949235
 NR0035
 NR0035:                Primary Azimuth Mark                     Grid Az
 NR0035:SPC WYEC     -  Q 32 AZ MK                               015 05 10.7
 NR0035:UTM  13      -  Q 32 AZ MK                               016 40 32.0
 NR0035
 NR0035|---------------------------------------------------------------------|
 NR0035| PID    Reference Object                     Distance      Geod. Az  |
 NR0035|                                                           dddmmss.s |
 NR0035| CP4521 Q 32 AZ MK                                         0154603.9 |
 NR0035| NR0353 T34N R79W SEC 9 SW 1/16 COR          19.690 METERS 10030     |
 NR0035| NR0361 OIL REFINERY E OF CASPER STACK      APPROX. 9.4 KM 1403251.3 |
 NR0035| CP4522 Q 32 RM 1                            26.360 METERS 19508     |
 NR0035| CP4523 Q 32 RM 2                            21.360 METERS 28457     |
 NR0035|---------------------------------------------------------------------|
 NR0035
 NR0035                          SUPERSEDED SURVEY CONTROL
 NR0035
 NR0035  ELLIP H (10/19/94) 1615.33   (m)                       GP(       ) 4 1
 NR0035  NAD 83(1986)-  42 55 33.74611(N)    106 19 58.08532(W) AD(       ) 1
 NR0035  NAD 27      -  42 55 33.87100(N)    106 19 55.99000(W) AD(       ) 1
 NR0035  NAVD 88 (10/19/94) 1628.60   (m)         5343.2    (f) LEVELING    3  
 NR0035  NGVD 29 (06/08/92) 1627.720  (m)         5340.28   (f) ADJUSTED    1 2
 NR0035
 NR0035.Superseded values are not recommended for survey control.
 NR0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0035.See file dsdata.txt to determine how the superseded data were derived.
 NR0035
 NR0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9123453464(NAD 83)
 NR0035_MARKER: DB = BENCH MARK DISK
 NR0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0035_SP_SET: CONCRETE POST
 NR0035_STAMPING: Q 32 1933
 NR0035_MARK LOGO: CGS   
 NR0035_PROJECTION: PROJECTING 15 CENTIMETERS
 NR0035_MAGNETIC: N = NO MAGNETIC MATERIAL
 NR0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0035+STABILITY: SURFACE MOTION
 NR0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NR0035+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1993
 NR0035
 NR0035  HISTORY     - Date     Condition        Report By
 NR0035  HISTORY     - 1933     MONUMENTED       CGS
 NR0035  HISTORY     - 1934     GOOD             CGS
 NR0035  HISTORY     - 1942     GOOD             CGS
 NR0035  HISTORY     - 1947     GOOD             CGS
 NR0035  HISTORY     - 1947     GOOD             NGS
 NR0035  HISTORY     - 1985     GOOD             NGS
 NR0035  HISTORY     - 19930613 GOOD             NGS
 NR0035
 NR0035                          STATION DESCRIPTION
 NR0035
 NR0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0035'7.9 MI N FROM CASPER.
 NR0035'7.9 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT CASPER,
 NR0035'NATRONA COUNTY, 0.3 MILE NORTH OF THE JUNCTION OF A ROAD LEADING EAST
 NR0035'TO A RANCH HOUSE, AT AN OLD ROAD JUNCTION, 39 FEET NORTH OF THE ROAD,
 NR0035'AND 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 NR0035'STAMPED Q 32 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NR0035'INCHES ABOVE GROUND.
 NR0035
 NR0035                          STATION RECOVERY (1934)
 NR0035
 NR0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NR0035'ABOUT 5 MILES NORTH OF CASPER, IN T. 34 N., R. 79 W., 33.5 FEET
 NR0035'EAST OF CENTER LINE OF U.S. HIGHWAY 87E, IN FENCE ROW ON
 NR0035'EAST RIGHT-OF-WAY FENCE, AND IN FRONT OF SMALL YELLOW HOUSE.
 NR0035'TO REACH FROM CORNER OF YELLOWSTONE AND CENTER STREETS IN
 NR0035'CASPER, GO WEST 1.8 MILES ON U.S. HIGHWAYS 87E AND 20 TO
 NR0035'JUNCTION (JUST BEYOND BRIDGE ACROSS NORTH PLATTE RIVER), FOLLOW
 NR0035'RIGHT FORK (HIGHWAY 87E) 5.05 MILES TO CASPER AIRPORT HANGER
 NR0035'ON WEST SIDE OF ROAD, CONTINUE NORTH 0.6 MILE TO COLE CREEK
 NR0035'ROAD JOINING FROM EAST, CONTINUE STRAIGHT AHEAD (NORTH) 0.25
 NR0035'MILE TO YELLOW HOUSE WITH GARAGE AND 40-FOOT RADIO MAST IN
 NR0035'BACK (ON EAST SIDE OF HIGHWAY).  MARKED BY STANDARD BENCH
 NR0035'MARK DISK IN CONCRETE, PROJECTING 6 INCHES ABOVE GROUND.
 NR0035'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 NR0035'CONCRETE.  NO. 1 PROJECTS 4 INCHES ABOVE GROUND,
 NR0035'IS 33.6 FEET EAST OF CENTER LINE OF HIGHWAY, IN EAST
 NR0035'RIGHT-OF-WAY LINE, AND 26.36 METERS (86.5 FEET) FROM STATION
 NR0035'S 15 DEG 08 MIN W.  NO. 2 PROJECTS 4 INCHES ABOVE
 NR0035'GROUND, IS 53.0 FEET WEST OF CENTER LINE OF HIGHWAY, AND
 NR0035'21.36 METERS (70.1 FEET) FROM STATION N 75 DEG 03 MIN W.
 NR0035'DISTANCE BETWEEN REFERENCE MARKS IS 111.15 FEET.
 NR0035'AZIMUTH MARK PROJECTS 8 INCHES ABOVE GROUND, IS 69.2 FEET
 NR0035'EAST OF CENTER LINE OF HIGHWAY, 41.0 FEET SOUTH OF
 NR0035'CENTER LINE OF CROSSROAD, AND 0.7 MILE FROM STATION
 NR0035'N 15 DEG 46 MIN E.  G.L.O. MARK, SW 1/16. S
 NR0035'9, IS 19.69 METERS (64.6 FEET) FROM STATION S 79 DEG 30 MIN E.
 NR0035'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 NR0035'G.L.O. MARK IS 99 FEET.  BEARING FROM STATION TO OIL REFINERY
 NR0035'EAST OF CASPER, STACK, N 39 DEG 27 MIN W.
 NR0035
 NR0035                          STATION RECOVERY (1942)
 NR0035
 NR0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 NR0035'THE STATION MARKER WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 NR0035'HOWEVER, THE YELLOW HOUSE WITH GARAGE AND RADIO MAST HAVE BEEN
 NR0035'MOVED.
 NR0035
 NR0035                          STATION RECOVERY (1947)
 NR0035
 NR0035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (CFO)
 NR0035'STATION RECOVERED AND WAS FOUND IN GOOD CONDITION, DESCRIPTION
 NR0035'TO REACH WAS ADEQUATE, AND FENCE ROW AND SMALL YELLOW HOUSE ARE
 NR0035'NOW REMOVED.
 NR0035
 NR0035                          STATION RECOVERY (1947)
 NR0035
 NR0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 NR0035'RECOVERED IN GOOD CONDITION.
 NR0035
 NR0035                          STATION RECOVERY (1985)
 NR0035
 NR0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NR0035'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  5.59 KM
 NR0035'(3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET IN
 NR0035'CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 NR0035'4.40 KM (2.73 MI) NORTH ALONG THE I 25 SERVICE ROAD, THENCE 0.35 KM
 NR0035'(0.22 MI) EAST ALONG A GRAVEL ROAD, THENCE 1.23 KM (0.76 MI) SOUTH
 NR0035'ALONG THE OLD HIGHWAY BED, 0.48 KM (0.30 MI) NORTH OF THE T JUNCTION
 NR0035'OF A DIRT ROAD LEADING EAST, 10.1 METERS (33 FT) EAST OF THE CENTER OF
 NR0035'THE ROAD, 26.4 METERS (86.5 FT) NORTH OF Q 32 RM 1 AND 21.4 METERS
 NR0035'(70.1 FT) EAST OF Q 32 RM 2.
 NR0035'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 NR0035'THE MARK IS 0.3 M BELOW THE OLD HIGHWAY BED.
 NR0035
 NR0035                          STATION RECOVERY (1993)
 NR0035
 NR0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 NR0035'NOTE--LANDOWNER RESTRICTS STATION ACCESS TO THE OLD PAVED ROAD.
 NR0035'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NR0035'CONDITION.  THE AZIMUTH MARK WAS FOUND PARTIALLY OUT OF THE GROUND.
 NR0035'STATION IS LOCATED ABOUT 10 KM (6.20 MI) NORTH OF CASPER, 0.2 KM (0.10
 NR0035'MI) EAST OF INTERSTATE HIGHWAY 25, 3 KM (1.85 MI) NORTHEAST OF THE
 NR0035'SHORE OF SODA LAKE, ALONG THE OLD HIGHWAY, IN THE SOUTHWEST 1/4 OF
 NR0035'SECTION 9, T 34 N, R 79 W.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT,
 NR0035'LEASED TO H. E. STUCKENHOFF, PO BOX 1050, CASPER, WY 82602.  PHONE IS
 NR0035'307-234-6944. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 NR0035'INTERSTATE HIGHWAY 25 AND WARDWELL ROAD (EXIT 191) AT BARR NUNN (ABOUT
 NR0035'8 KM (4.95 MI) NORTH OF CASPER), GO WEST FOR 0.25 KM (0.15 MI) TO A
 NR0035'T-ROAD.  TURN RIGHT, NORTH, ON PAVED ROAD FOR 4.22 KM (2.60 MI) TO A
 NR0035'PAVED ROAD RIGHT. TURN RIGHT, THEN LEFT, FOR 0.23 KM (0.15 MI)
 NR0035'(PASSING UNDER HIGHWAY 25) TO A GRAVEL ROAD RIGHT.  TURN RIGHT, EAST,
 NR0035'FOR 0.36 KM (0.20 MI) TO THE OLD PAVED HIGHWAY.  TURN RIGHT,
 NR0035'SOUTHERLY, FOR 0.86 KM (0.55 MI) TO A DRAIN DITCH ON THE LEFT.
 NR0035'CONTINUE AHEAD FOR 0.35 KM (0.20 MI) TO THE STATION ON THE LEFT.
 NR0035'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 NR0035'PROJECTING 15 CM ABOVE GROUND.  IT IS 10.2 M (33.5 FT) EAST-SOUTHEAST
 NR0035'OF, AND LEVEL WITH THE ROAD CENTER, 0.3 M (1.0 FT) SOUTHWEST OF A
 NR0035'METAL WITNESS POST SANS SIGN, AND 56 M (183.7 FT) NORTH-NORTHEAST OF A
 NR0035'DRAIN DITCH LEADING TO THE WEST. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0453 ***********************************************************************
 MO0453  DESIGNATION -  Q 320
 MO0453  PID         -  MO0453
 MO0453  STATE/COUNTY-  WY/LARAMIE
 MO0453  USGS QUAD   -  GRANITE (1978)
 MO0453
 MO0453                         *CURRENT SURVEY CONTROL
 MO0453  ___________________________________________________________________
 MO0453* NAD 83(1986)-  41 05 59.     (N)    105 09 29.     (W)     SCALED    
 MO0453* NAVD 88     -      2232.526  (meters)    7324.55   (feet)  ADJUSTED  
 MO0453  ___________________________________________________________________
 MO0453  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 MO0453  DYNAMIC HT  -        2230.506 (meters)    7317.92  (feet)  COMP
 MO0453  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 MO0453
 MO0453  VERT ORDER  -  FIRST     CLASS II
 MO0453
 MO0453.The horizontal coordinates were scaled from a topographic map and have
 MO0453.an estimated accuracy of +/- 6 seconds.
 MO0453
 MO0453.The orthometric height was determined by differential leveling
 MO0453.and adjusted by the National Geodetic Survey in June 1991..
 MO0453
 MO0453.The geoid height was determined by GEOID03.
 MO0453
 MO0453.The dynamic height is computed by dividing the NAVD 88
 MO0453.geopotential number by the normal gravity value computed on the
 MO0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0453.degrees latitude (g = 980.6199 gals.).
 MO0453
 MO0453.The modeled gravity was interpolated from observed gravity values.
 MO0453
 MO0453;                    North         East    Units  Estimated Accuracy
 MO0453;SPC WY E     -    66,600.      200,720.      MT  (+/- 180 meters Scaled)
 MO0453
 MO0453                          SUPERSEDED SURVEY CONTROL
 MO0453
 MO0453  NGVD 29 (06/08/92) 2231.427  (m)         7320.94   (f) ADJUSTED    1 2
 MO0453
 MO0453.Superseded values are not recommended for survey control.
 MO0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0453.See file dsdata.txt to determine how the superseded data were derived.
 MO0453
 MO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF867498(NAD 83)
 MO0453_MARKER: DB = BENCH MARK DISK
 MO0453_SETTING: 66 = SET IN ROCK OUTCROP
 MO0453_SP_SET: GRANITE OUTCROP
 MO0453_STAMPING: Q 320 1947
 MO0453_MARK LOGO: CGS   
 MO0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0453+STABILITY: POSITION/ELEVATION WELL
 MO0453
 MO0453  HISTORY     - Date     Condition        Report By
 MO0453  HISTORY     - 1947     MONUMENTED       CGS
 MO0453  HISTORY     - 1956     GOOD             NGS
 MO0453  HISTORY     - 1983     GOOD             NGS
 MO0453  HISTORY     - 1985     GOOD             DMA
 MO0453
 MO0453                          STATION DESCRIPTION
 MO0453
 MO0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0453'0.1 MI E FROM GRANITE CANON.
 MO0453'0.1 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0453'STATION AT GRANITE CANON, AT THE SOUTHWEST END OF A CUT, 32 FEET
 MO0453'WEST OF A POLE E 57 A F, 29 FEET SOUTHEAST OF THE SOUTHEAST
 MO0453'RAIL OF THE SOUTHEAST TRACK, 6 FEET ABOVE THE TOP OF THE
 MO0453'RAILS, SET IN THE TOP OF A GRANITE OUTCROP, IN THE NORTHEAST
 MO0453'1/4 OF SECTION 18, TOWNSHIP 13 NORTH, RANGE 69 WEST.
 MO0453
 MO0453                          STATION RECOVERY (1983)
 MO0453
 MO0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0453'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0453'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0453'80 IN CHEYENNE, THENCE 30.9 KM (19.2 MI) WESTERLY ALONG THE UNION
 MO0453'PACIFIC RAILROAD.  ADD 0.3 METER (1.0 FT) EAST OF A WITNESS POST.
 MO0453
 MO0453                          STATION RECOVERY (1985)
 MO0453
 MO0453'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0724 ***********************************************************************
 MO0724  DESIGNATION -  Q 321
 MO0724  PID         -  MO0724
 MO0724  STATE/COUNTY-  WY/ALBANY
 MO0724  USGS QUAD   -  WILCOX (1981)
 MO0724
 MO0724                         *CURRENT SURVEY CONTROL
 MO0724  ___________________________________________________________________
 MO0724* NAD 83(1986)-  41 48 00.     (N)    105 54 44.     (W)     SCALED    
 MO0724* NAVD 88     -      2088.593  (meters)    6852.33   (feet)  ADJUSTED  
 MO0724  ___________________________________________________________________
 MO0724  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 MO0724  DYNAMIC HT  -        2086.852 (meters)    6846.61  (feet)  COMP
 MO0724  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 MO0724
 MO0724  VERT ORDER  -  FIRST     CLASS II
 MO0724
 MO0724.The horizontal coordinates were scaled from a topographic map and have
 MO0724.an estimated accuracy of +/- 6 seconds.
 MO0724
 MO0724.The orthometric height was determined by differential leveling
 MO0724.and adjusted by the National Geodetic Survey in June 1991..
 MO0724
 MO0724.The geoid height was determined by GEOID03.
 MO0724
 MO0724.The dynamic height is computed by dividing the NAVD 88
 MO0724.geopotential number by the normal gravity value computed on the
 MO0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0724.degrees latitude (g = 980.6199 gals.).
 MO0724
 MO0724.The modeled gravity was interpolated from observed gravity values.
 MO0724
 MO0724;                    North         East    Units  Estimated Accuracy
 MO0724;SPC WY E     -   144,630.      138,040.      MT  (+/- 180 meters Scaled)
 MO0724
 MO0724                          SUPERSEDED SURVEY CONTROL
 MO0724
 MO0724  NGVD 29 (??/??/92) 2087.515  (m)         6848.79   (f) ADJ UNCH    1 2
 MO0724
 MO0724.Superseded values are not recommended for survey control.
 MO0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0724.See file dsdata.txt to determine how the superseded data were derived.
 MO0724
 MO0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG242279(NAD 83)
 MO0724_MARKER: DB = BENCH MARK DISK
 MO0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0724_STAMPING: Q 321 1947
 MO0724_MARK LOGO: CGS   
 MO0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0724+STABILITY: SURFACE MOTION
 MO0724
 MO0724  HISTORY     - Date     Condition        Report By
 MO0724  HISTORY     - 1947     MONUMENTED       CGS
 MO0724  HISTORY     - 1983     GOOD             NGS
 MO0724
 MO0724                          STATION DESCRIPTION
 MO0724
 MO0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0724'7.1 MI NE FROM ROCK RIVER.
 MO0724'2.9 MILES NORTH ALONG U.S. HIGHWAY 30 FROM THE HIGH SCHOOL AT
 MO0724'ROCK RIVER, THENCE 4.2 MILES EAST AND NORTHEAST ALONG A GRAVEL
 MO0724'ROAD, 0.3 MILE EAST OF AN IRON CATTLE GUARD WHICH IS ACROSS
 MO0724'THE ROAD, 0.1 MILE EAST OF A 2 1/2 FOOT CONCRETE PIPE CULVERT
 MO0724'UNDER THE ROAD, 45.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 MO0724'4.5 FEET WEST OF A REFERENCE POST, 1.2 FEET SOUTH OF AN EAST
 MO0724'AND WEST FENCE, ABOUT THE SAME ELEVATION AS THE ROAD, SET IN
 MO0724'THE TOP OF A CONCRETE POST WHICH PRJECTS 0.8 FOOT ABOVE THE
 MO0724'GROUND.
 MO0724
 MO0724                          STATION RECOVERY (1983)
 MO0724
 MO0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0724'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0019 ***********************************************************************
 MP0019  DESIGNATION -  Q 322
 MP0019  PID         -  MP0019
 MP0019  STATE/COUNTY-  WY/CARBON
 MP0019  USGS QUAD   -  MEDICINE BOW (1971)
 MP0019
 MP0019                         *CURRENT SURVEY CONTROL
 MP0019  ___________________________________________________________________
 MP0019* NAD 83(1986)-  41 53 33.     (N)    106 14 22.     (W)     SCALED    
 MP0019* NAVD 88     -      2002.700  (meters)    6570.52   (feet)  ADJUSTED  
 MP0019  ___________________________________________________________________
 MP0019  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 MP0019  DYNAMIC HT  -        2001.008 (meters)    6564.97  (feet)  COMP
 MP0019  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 MP0019
 MP0019  VERT ORDER  -  FIRST     CLASS II
 MP0019
 MP0019.The horizontal coordinates were scaled from a topographic map and have
 MP0019.an estimated accuracy of +/- 6 seconds.
 MP0019
 MP0019.The orthometric height was determined by differential leveling
 MP0019.and adjusted by the National Geodetic Survey in June 1991..
 MP0019
 MP0019.The geoid height was determined by GEOID03.
 MP0019
 MP0019.The dynamic height is computed by dividing the NAVD 88
 MP0019.geopotential number by the normal gravity value computed on the
 MP0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0019.degrees latitude (g = 980.6199 gals.).
 MP0019
 MP0019.The modeled gravity was interpolated from observed gravity values.
 MP0019
 MP0019;                    North         East    Units  Estimated Accuracy
 MP0019;SPC WYEC     -   255,220.      490,780.      MT  (+/- 180 meters Scaled)
 MP0019
 MP0019                          SUPERSEDED SURVEY CONTROL
 MP0019
 MP0019  NGVD 29 (??/??/92) 2001.564  (m)         6566.80   (f) ADJ UNCH    1 2
 MP0019
 MP0019.Superseded values are not recommended for survey control.
 MP0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0019.See file dsdata.txt to determine how the superseded data were derived.
 MP0019
 MP0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG971385(NAD 83)
 MP0019_MARKER: DB = BENCH MARK DISK
 MP0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0019_STAMPING: Q 322 1947
 MP0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0019+STABILITY: SURFACE MOTION
 MP0019
 MP0019  HISTORY     - Date     Condition        Report By
 MP0019  HISTORY     - 1947     MONUMENTED       CGS
 MP0019  HISTORY     - 1971     MARK NOT FOUND   USGS
 MP0019  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0019
 MP0019                          STATION DESCRIPTION
 MP0019
 MP0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0019'2.0 MI W FROM MEDICINE BOW.
 MP0019'2.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0019'MEDICINE BOW, DIRECTLY ACROSS THE TRACKS FROM THE FOURTH TELEPHONE
 MP0019'POLE EAST OF MILE POST NO.625, 99.2 FEET NORTH OF THE NORTH RAIL OF
 MP0019'THE WEST BOUND TRACK OF THE MAIN LINE TRACKS, 32.5 FEET NORTH OF THE
 MP0019'SECOND POWER LINE POLE WEST OF TWO RELAY BOXES, 4.0 FEET WEST OF A
 MP0019'REFERENCE POST, 1.8 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE, SET IN
 MP0019'A CONCRETE POST ABOUT 7 FEET BELOW THE TRACKS AND PROJECTING 0.8 FOOT.
 MP0019
 MP0019                          STATION RECOVERY (1971)
 MP0019
 MP0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0019'MARK NOT FOUND.
 MP0019
 MP0019                          STATION RECOVERY (1983)
 MP0019
 MP0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0180 ***********************************************************************
 MP0180  DESIGNATION -  Q 323
 MP0180  PID         -  MP0180
 MP0180  STATE/COUNTY-  WY/CARBON
 MP0180  USGS QUAD   -  HANNA (1982)
 MP0180
 MP0180                         *CURRENT SURVEY CONTROL
 MP0180  ___________________________________________________________________
 MP0180* NAD 83(1986)-  41 51 08.     (N)    106 37 10.     (W)     SCALED    
 MP0180* NAVD 88     -      2105.293  (meters)    6907.12   (feet)  ADJUSTED  
 MP0180  ___________________________________________________________________
 MP0180  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 MP0180  DYNAMIC HT  -        2103.386 (meters)    6900.86  (feet)  COMP
 MP0180  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 MP0180
 MP0180  VERT ORDER  -  FIRST     CLASS II
 MP0180
 MP0180.The horizontal coordinates were scaled from a topographic map and have
 MP0180.an estimated accuracy of +/- 6 seconds.
 MP0180
 MP0180.The orthometric height was determined by differential leveling
 MP0180.and adjusted by the National Geodetic Survey in June 1991..
 MP0180
 MP0180.The geoid height was determined by GEOID03.
 MP0180
 MP0180.The dynamic height is computed by dividing the NAVD 88
 MP0180.geopotential number by the normal gravity value computed on the
 MP0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0180.degrees latitude (g = 980.6199 gals.).
 MP0180
 MP0180.The modeled gravity was interpolated from observed gravity values.
 MP0180
 MP0180;                    North         East    Units  Estimated Accuracy
 MP0180;SPC WYEC     -   250,410.      459,280.      MT  (+/- 180 meters Scaled)
 MP0180
 MP0180                          SUPERSEDED SURVEY CONTROL
 MP0180
 MP0180  NGVD 29 (06/08/92) 2104.022  (m)         6902.95   (f) ADJUSTED    1 2
 MP0180
 MP0180.Superseded values are not recommended for survey control.
 MP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0180.See file dsdata.txt to determine how the superseded data were derived.
 MP0180
 MP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG655346(NAD 83)
 MP0180_MARKER: DB = BENCH MARK DISK
 MP0180_SETTING: 66 = SET IN ROCK OUTCROP
 MP0180_SP_SET: SANDSTONE OUTCROP
 MP0180_STAMPING: Q 323 1947
 MP0180_MARK LOGO: CGS   
 MP0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0180+STABILITY: POSITION/ELEVATION WELL
 MP0180
 MP0180  HISTORY     - Date     Condition        Report By
 MP0180  HISTORY     - 1947     MONUMENTED       CGS
 MP0180  HISTORY     - 1983     GOOD             NGS
 MP0180
 MP0180                          STATION DESCRIPTION
 MP0180
 MP0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0180'3.1 MI W FROM HANNA.
 MP0180'3.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0180'HANNA, AT THE SOUTHWEST END OF THE SOUTHEAST BANK OF A LONG ROCKY CUT,
 MP0180'91.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EAST BOUND TRACK OF
 MP0180'THE MAIN LINE TRACKS, 27.0 FEET NORTHWEST OF TELEPHONE POLE E 31 AF
 MP0180'WHICH IS THE 9TH TELEPHONE POLE WEST OF MILEPOST 646, 8.0 FEET
 MP0180'NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, 7.0 FEET ABOVE THE
 MP0180'TRACKS, SET IN THE TOP OF THE WEST EDGE OF THE BASE OF A LARGE
 MP0180'SANDSTONE OUTCROP.
 MP0180
 MP0180                          STATION RECOVERY (1983)
 MP0180
 MP0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0180'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.1 KM
 MP0180'(3.15 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MP0180'IN HANNA.  ADD 0.3 METERS (1.0 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0184 ***********************************************************************
 OW0184  DESIGNATION -  Q 326
 OW0184  PID         -  OW0184
 OW0184  STATE/COUNTY-  WY/WASHAKIE
 OW0184  USGS QUAD   -  KIRBY (1985)
 OW0184
 OW0184                         *CURRENT SURVEY CONTROL
 OW0184  ___________________________________________________________________
 OW0184* NAD 83(1986)-  43 51 12.     (N)    108 11 14.     (W)     SCALED    
 OW0184* NAVD 88     -      1292.099  (meters)    4239.16   (feet)  ADJUSTED  
 OW0184  ___________________________________________________________________
 OW0184  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 OW0184  DYNAMIC HT  -        1291.439 (meters)    4237.00  (feet)  COMP
 OW0184  MODELED GRAV-     980,064.2   (mgal)                       NAVD 88
 OW0184  OBS GRAVITY -     980,067.8   (mgal)                       GRAV_OBS
 OW0184
 OW0184  VERT ORDER  -  FIRST     CLASS II
 OW0184
 OW0184.The horizontal coordinates were scaled from a topographic map and have
 OW0184.an estimated accuracy of +/- 6 seconds.
 OW0184
 OW0184.The orthometric height was determined by differential leveling
 OW0184.and adjusted by the National Geodetic Survey in June 1991..
 OW0184
 OW0184.The geoid height was determined by GEOID03.
 OW0184
 OW0184.The dynamic height is computed by dividing the NAVD 88
 OW0184.geopotential number by the normal gravity value computed on the
 OW0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0184.degrees latitude (g = 980.6199 gals.).
 OW0184
 OW0184.The modeled gravity was interpolated from observed gravity values.
 OW0184.The observed gravity was obtained from relative gravimeter ties
 OW0184.to the IGSN71 gravity network.
 OW0184
 OW0184;                    North         East    Units  Estimated Accuracy
 OW0184;SPC WYEC     -   472,810.      331,350.      MT  (+/- 180 meters Scaled)
 OW0184
 OW0184                          SUPERSEDED SURVEY CONTROL
 OW0184
 OW0184  NGVD 29 (06/08/92) 1291.268  (m)         4236.44   (f) ADJUSTED    1 2
 OW0184
 OW0184.Superseded values are not recommended for survey control.
 OW0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0184.See file dsdata.txt to determine how the superseded data were derived.
 OW0184
 OW0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP260594(NAD 83)
 OW0184_MARKER: DB = BENCH MARK DISK
 OW0184_SETTING: 66 = SET IN ROCK OUTCROP
 OW0184_SP_SET: ROCK OUTCROP
 OW0184_STAMPING: Q 326 1982
 OW0184_MARK LOGO: NGS   
 OW0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0184+STABILITY: POSITION/ELEVATION WELL
 OW0184
 OW0184  HISTORY     - Date     Condition        Report By
 OW0184  HISTORY     - 1982     MONUMENTED       NGS
 OW0184
 OW0184                          STATION DESCRIPTION
 OW0184
 OW0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0184'25.8 KM (16.0 MI) NORTH FROM THERMOPOLIS.
 OW0184'25.8 KM (16.0 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0184'WITH STATE HIGHWAY 120 IN THERMOPOLIS, OR 27.3 KM (16.95 MI)
 OW0184'SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH U. S.
 OW0184'HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.8 KM (0.5 MI) SOUTHWEST
 OW0184'OF MILEPOST 149, 0.3 KM (0.2 MI) SOUTHWEST OF COUNTY ROAD 2606, IN THE
 OW0184'CENTER OF A 4 BY 5 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 18.1 METERS
 OW0184'(59.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.5 METERS
 OW0184'(50.9 FT) NORTH OF A FENCE CORNER AND 12.6 METERS (41.3 FT) NORTHWEST
 OW0184'OF A FENCE.
 OW0184'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 OW0184'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0211 ***********************************************************************
 OW0211  DESIGNATION -  Q 327
 OW0211  PID         -  OW0211
 OW0211  STATE/COUNTY-  WY/HOT SPRINGS
 OW0211  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0211
 OW0211                         *CURRENT SURVEY CONTROL
 OW0211  ___________________________________________________________________
 OW0211* NAD 83(1986)-  43 32 40.     (N)    108 11 04.     (W)     SCALED    
 OW0211* NAVD 88     -      1358.010  (meters)    4455.40   (feet)  ADJUSTED  
 OW0211  ___________________________________________________________________
 OW0211  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 OW0211  DYNAMIC HT  -        1357.258 (meters)    4452.94  (feet)  COMP
 OW0211  MODELED GRAV-     980,019.2   (mgal)                       NAVD 88
 OW0211
 OW0211  VERT ORDER  -  FIRST     CLASS II
 OW0211
 OW0211.The horizontal coordinates were scaled from a topographic map and have
 OW0211.an estimated accuracy of +/- 6 seconds.
 OW0211
 OW0211.The orthometric height was determined by differential leveling
 OW0211.and adjusted by the National Geodetic Survey in June 1991..
 OW0211
 OW0211.The geoid height was determined by GEOID03.
 OW0211
 OW0211.The dynamic height is computed by dividing the NAVD 88
 OW0211.geopotential number by the normal gravity value computed on the
 OW0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0211.degrees latitude (g = 980.6199 gals.).
 OW0211
 OW0211.The modeled gravity was interpolated from observed gravity values.
 OW0211
 OW0211;                    North         East    Units  Estimated Accuracy
 OW0211;SPC WYWC     -   338,290.      645,700.      MT  (+/- 180 meters Scaled)
 OW0211
 OW0211                          SUPERSEDED SURVEY CONTROL
 OW0211
 OW0211  NGVD 29 (06/08/92) 1357.129  (m)         4452.51   (f) ADJUSTED    1 2
 OW0211
 OW0211.Superseded values are not recommended for survey control.
 OW0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0211.See file dsdata.txt to determine how the superseded data were derived.
 OW0211
 OW0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP274251(NAD 83)
 OW0211_MARKER: DB = BENCH MARK DISK
 OW0211_SETTING: 66 = SET IN ROCK OUTCROP
 OW0211_SP_SET: ROCK OUTCROP
 OW0211_STAMPING: Q 327 1982
 OW0211_MARK LOGO: NGS   
 OW0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0211+STABILITY: POSITION/ELEVATION WELL
 OW0211
 OW0211  HISTORY     - Date     Condition        Report By
 OW0211  HISTORY     - 1982     MONUMENTED       NGS
 OW0211
 OW0211                          STATION DESCRIPTION
 OW0211
 OW0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0211'13.2 KM (8.2 MI) SOUTH FROM THERMOPOLIS.
 OW0211'13.2 KM (8.2 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0211'WITH STATE HIGHWAY 120 IN THERMOPOLIS, IN THE CENTER OF A 3 BY 5 FT
 OW0211'EXPOSED AREA OF OUTCROPPING BEDROCK AND 16.8 METERS (55.1 FT)
 OW0211'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 OW0211'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 OW0211'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0253 ***********************************************************************
 PX0253  DESIGNATION -  Q 328
 PX0253  PID         -  PX0253
 PX0253  STATE/COUNTY-  WY/BIG HORN
 PX0253  USGS QUAD   -  COWLEY (1978)
 PX0253
 PX0253                         *CURRENT SURVEY CONTROL
 PX0253  ___________________________________________________________________
 PX0253* NAD 83(1986)-  44 54 27.     (N)    108 27 55.     (W)     SCALED    
 PX0253* NAVD 88     -      1240.792  (meters)    4070.83   (feet)  ADJUSTED  
 PX0253  ___________________________________________________________________
 PX0253  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 PX0253  DYNAMIC HT  -        1240.334 (meters)    4069.33  (feet)  COMP
 PX0253  MODELED GRAV-     980,205.0   (mgal)                       NAVD 88
 PX0253
 PX0253  VERT ORDER  -  FIRST     CLASS II
 PX0253
 PX0253.The horizontal coordinates were scaled from a topographic map and have
 PX0253.an estimated accuracy of +/- 6 seconds.
 PX0253
 PX0253.The orthometric height was determined by differential leveling
 PX0253.and adjusted by the National Geodetic Survey in June 1991..
 PX0253
 PX0253.The geoid height was determined by GEOID03.
 PX0253
 PX0253.The dynamic height is computed by dividing the NAVD 88
 PX0253.geopotential number by the normal gravity value computed on the
 PX0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0253.degrees latitude (g = 980.6199 gals.).
 PX0253
 PX0253.The modeled gravity was interpolated from observed gravity values.
 PX0253
 PX0253;                    North         East    Units  Estimated Accuracy
 PX0253;SPC WYEC     -   590,210.      310,610.      MT  (+/- 180 meters Scaled)
 PX0253
 PX0253                          SUPERSEDED SURVEY CONTROL
 PX0253
 PX0253  NGVD 29 (06/08/92) 1239.939  (m)         4068.03   (f) ADJUSTED    1 2
 PX0253
 PX0253.Superseded values are not recommended for survey control.
 PX0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0253.See file dsdata.txt to determine how the superseded data were derived.
 PX0253
 PX0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ000758(NAD 83)
 PX0253_MARKER: I = METAL ROD
 PX0253_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0253_SP_SET: STAINLESS STEEL ROD
 PX0253_STAMPING: Q 328 1982
 PX0253_MARK LOGO: NGS   
 PX0253_PROJECTION: FLUSH
 PX0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0253_ROD/PIPE-DEPTH: 3.4  meters
 PX0253
 PX0253  HISTORY     - Date     Condition        Report By
 PX0253  HISTORY     - 1982     MONUMENTED       NGS
 PX0253
 PX0253                          STATION DESCRIPTION
 PX0253
 PX0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0253'12.5 KM (7.75 MI) NW FROM LOVELL.
 PX0253'9.9 KM (6.15 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0253'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 2.6 KM (1.6 MI) NORTH
 PX0253'ALONG A PAVED ROAD, 39.9 METERS (130.9 FT) NORTHEAST OF THE CENTER OF
 PX0253'A GRAVELED ROAD LEADING NORTHWEST, 18.3 METERS (60.0 FT) NORTHWEST OF
 PX0253'THE CENTER OF THE ROAD AND 17.2 METERS (56.4 FT) NORTHWEST OF THE
 PX0253'NORTHWEST CORNER OF A CATTLE GUARD.  NOTE=ACCESS TO THE DATUM POINT IS
 PX0253'THROUGH A 5-INCH LOGO CAP.
 PX0253'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 PX0253'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0285 ***********************************************************************
 PX0285  DESIGNATION -  Q 329
 PX0285  PID         -  PX0285
 PX0285  STATE/COUNTY-  WY/BIG HORN
 PX0285  USGS QUAD   -  SHEEP CANYON (1966)
 PX0285
 PX0285                         *CURRENT SURVEY CONTROL
 PX0285  ___________________________________________________________________
 PX0285* NAD 83(1986)-  44 31 30.     (N)    108 09 05.     (W)     SCALED    
 PX0285* NAVD 88     -      1274.101  (meters)    4180.11   (feet)  ADJUSTED  
 PX0285  ___________________________________________________________________
 PX0285  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0285  DYNAMIC HT  -        1273.560 (meters)    4178.34  (feet)  COMP
 PX0285  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 PX0285  OBS GRAVITY -     980,149.7   (mgal)                       GRAV_OBS
 PX0285
 PX0285  VERT ORDER  -  FIRST     CLASS II
 PX0285
 PX0285.The horizontal coordinates were scaled from a topographic map and have
 PX0285.an estimated accuracy of +/- 6 seconds.
 PX0285
 PX0285.The orthometric height was determined by differential leveling
 PX0285.and adjusted by the National Geodetic Survey in June 1991..
 PX0285
 PX0285.The geoid height was determined by GEOID03.
 PX0285
 PX0285.The dynamic height is computed by dividing the NAVD 88
 PX0285.geopotential number by the normal gravity value computed on the
 PX0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0285.degrees latitude (g = 980.6199 gals.).
 PX0285
 PX0285.The modeled gravity was interpolated from observed gravity values.
 PX0285.The observed gravity was obtained from relative gravimeter ties
 PX0285.to the IGSN71 gravity network.
 PX0285
 PX0285;                    North         East    Units  Estimated Accuracy
 PX0285;SPC WYEC     -   547,410.      334,970.      MT  (+/- 180 meters Scaled)
 PX0285
 PX0285                          SUPERSEDED SURVEY CONTROL
 PX0285
 PX0285  NGVD 29 (06/08/92) 1273.274  (m)         4177.40   (f) ADJUSTED    1 2
 PX0285
 PX0285.Superseded values are not recommended for survey control.
 PX0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0285.See file dsdata.txt to determine how the superseded data were derived.
 PX0285
 PX0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ263341(NAD 83)
 PX0285_MARKER: I = METAL ROD
 PX0285_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PX0285+WITH SETTING: INFORMATION.
 PX0285_SP_SET: SHALLOW SET METAL ROD
 PX0285_STAMPING: Q 329 1982
 PX0285_MARK LOGO: NGS   
 PX0285_PROJECTION: FLUSH
 PX0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0285_ROD/PIPE-DEPTH: 2.4  meters
 PX0285
 PX0285  HISTORY     - Date     Condition        Report By
 PX0285  HISTORY     - 1982     MONUMENTED       NGS
 PX0285
 PX0285                          STATION DESCRIPTION
 PX0285
 PX0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0285'41.6 KM (25.85 MI) SE FROM LOVELL.
 PX0285'41.6 KM (25.85 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0285'JUNCTION WITH NEVADA STREET IN LOVELL, 0.7 KM (0.45 MI) NORTHWEST OF
 PX0285'MILEPOST 210, 60.4 METERS (198.2 FT) SOUTHWEST OF THE CENTERLINE OF
 PX0285'THE HIGHWAY AND 8.0 METERS (26.2 FT) NORTHWEST OF THE CENTER OF A
 PX0285'TRACK ROAD LEADING NORTHWEST.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.
 PX0285'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0285'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PX0285'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0001 ***********************************************************************
 OV0001  DESIGNATION -  Q 33
 OV0001  PID         -  OV0001
 OV0001  STATE/COUNTY-  WY/JOHNSON
 OV0001  USGS QUAD   -  LINCH (1973)
 OV0001
 OV0001                         *CURRENT SURVEY CONTROL
 OV0001  ___________________________________________________________________
 OV0001* NAD 83(1986)-  43 30 11.     (N)    106 13 09.     (W)     SCALED    
 OV0001* NAVD 88     -      1576.326  (meters)    5171.66   (feet)  ADJUSTED  
 OV0001  ___________________________________________________________________
 OV0001  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 OV0001  DYNAMIC HT  -        1575.434 (meters)    5168.74  (feet)  COMP
 OV0001  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 OV0001  OBS GRAVITY -     980,001.4   (mgal)                       GRAV_OBS
 OV0001
 OV0001  VERT ORDER  -  FIRST     CLASS II
 OV0001
 OV0001.The horizontal coordinates were scaled from a topographic map and have
 OV0001.an estimated accuracy of +/- 6 seconds.
 OV0001
 OV0001.The orthometric height was determined by differential leveling
 OV0001.and adjusted by the National Geodetic Survey in June 1991..
 OV0001
 OV0001.The geoid height was determined by GEOID03.
 OV0001
 OV0001.The dynamic height is computed by dividing the NAVD 88
 OV0001.geopotential number by the normal gravity value computed on the
 OV0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0001.degrees latitude (g = 980.6199 gals.).
 OV0001
 OV0001.The modeled gravity was interpolated from observed gravity values.
 OV0001.The observed gravity was obtained from relative gravimeter ties
 OV0001.to the IGSN71 gravity network.
 OV0001
 OV0001;                    North         East    Units  Estimated Accuracy
 OV0001;SPC WYEC     -   434,140.      490,100.      MT  (+/- 180 meters Scaled)
 OV0001
 OV0001                          SUPERSEDED SURVEY CONTROL
 OV0001
 OV0001  NGVD 29 (??/??/92) 1575.496  (m)         5168.94   (f) ADJ UNCH    1 2
 OV0001
 OV0001.Superseded values are not recommended for survey control.
 OV0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0001.See file dsdata.txt to determine how the superseded data were derived.
 OV0001
 OV0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ014174(NAD 83)
 OV0001_MARKER: DB = BENCH MARK DISK
 OV0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0001_STAMPING: Q 33 1933
 OV0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0001+STABILITY: SURFACE MOTION
 OV0001
 OV0001  HISTORY     - Date     Condition        Report By
 OV0001  HISTORY     - 1933     MONUMENTED       CGS
 OV0001  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0001
 OV0001                          STATION DESCRIPTION
 OV0001
 OV0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0001'10.7 MI NE FROM MIDWEST.
 OV0001'IN JOHNSON COUNTY, 10.7 MILES NORTHEAST ALONG THE PINE TREE ROAD (OLD
 OV0001'STATE HIGHWAY 316) FROM THE AMERICAN LEGION SQUARE AT MIDWEST, NATRONA
 OV0001'COUNTY, 0.3 MILE EAST OF AN 18-INCH CORRUGATED-IRON PIPE CULVERT, AT
 OV0001'THE TOP OF A HILL THAT RISES FROM BOTH THE EAST AND THE WEST, AND 35
 OV0001'FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED Q
 OV0001'33 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 OV0001'ABOVE GROUND.
 OV0001
 OV0001                          STATION RECOVERY (1985)
 OV0001
 OV0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0001'NOT RECOVERED.  DUE TO NO PUBLIC ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0231 ***********************************************************************
 OW0231  DESIGNATION -  Q 330
 OW0231  PID         -  OW0231
 OW0231  STATE/COUNTY-  WY/FREMONT
 OW0231  USGS QUAD   -  BONNEVILLE (1980)
 OW0231
 OW0231                         *CURRENT SURVEY CONTROL
 OW0231  ___________________________________________________________________
 OW0231* NAD 83(1986)-  43 15 20.     (N)    108 06 36.     (W)     SCALED    
 OW0231* NAVD 88     -      1453.720  (meters)    4769.41   (feet)  ADJUSTED  
 OW0231  ___________________________________________________________________
 OW0231  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 OW0231  DYNAMIC HT  -        1452.801 (meters)    4766.40  (feet)  COMP
 OW0231  MODELED GRAV-     979,938.7   (mgal)                       NAVD 88
 OW0231
 OW0231  VERT ORDER  -  FIRST     CLASS II
 OW0231
 OW0231.The horizontal coordinates were scaled from a topographic map and have
 OW0231.an estimated accuracy of +/- 6 seconds.
 OW0231
 OW0231.The orthometric height was determined by differential leveling
 OW0231.and adjusted by the National Geodetic Survey in June 1991..
 OW0231
 OW0231.The geoid height was determined by GEOID03.
 OW0231
 OW0231.The dynamic height is computed by dividing the NAVD 88
 OW0231.geopotential number by the normal gravity value computed on the
 OW0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0231.degrees latitude (g = 980.6199 gals.).
 OW0231
 OW0231.The modeled gravity was interpolated from observed gravity values.
 OW0231
 OW0231;                    North         East    Units  Estimated Accuracy
 OW0231;SPC WYWC     -   306,240.      651,970.      MT  (+/- 180 meters Scaled)
 OW0231
 OW0231                          SUPERSEDED SURVEY CONTROL
 OW0231
 OW0231  NGVD 29 (06/08/92) 1452.746  (m)         4766.22   (f) ADJUSTED    1 2
 OW0231
 OW0231.Superseded values are not recommended for survey control.
 OW0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0231.See file dsdata.txt to determine how the superseded data were derived.
 OW0231
 OW0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN345932(NAD 83)
 OW0231_MARKER: I = METAL ROD
 OW0231_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OW0231+WITH SETTING: INFORMATION.
 OW0231_SP_SET: SHALLOW SET METAL ROD
 OW0231_STAMPING: Q 330 1982
 OW0231_MARK LOGO: NGS   
 OW0231_PROJECTION: FLUSH
 OW0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0231_ROD/PIPE-DEPTH: 2.4  meters
 OW0231
 OW0231  HISTORY     - Date     Condition        Report By
 OW0231  HISTORY     - 1982     MONUMENTED       NGS
 OW0231
 OW0231                          STATION DESCRIPTION
 OW0231
 OW0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0231'2.2 KM (1.35 MI) NORTH FROM SHOSHONI.
 OW0231'2.2 KM (1.35 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0231'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.6 KM (0.35 MI) NORTH OF MILEPOST
 OW0231'101, AT A UTILITY LINE CROSSING, 45.4 METERS (148.9 FT) EAST OF THE
 OW0231'CENTERLINE OF THE HIGHWAY, 21.4 METERS (70.2 FT) NORTH OF THE CENTER
 OW0231'OF A DIRT ROAD LEADING EADT, 2.2 METERS (7.2 FT) NORTH OF A UTILITY
 OW0231'POLE, 1.7 METERS (5.6 FT) NORTH OF A FENCE CORNER AND 0.3 METER (1.0
 OW0231'FT) WEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO
 OW0231'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0231'THE MARK IS 0.6 METERS  NNW FROM A WITNESS POST.
 OW0231'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0227 ***********************************************************************
 OV0227  DESIGNATION -  Q 331
 OV0227  PID         -  OV0227
 OV0227  STATE/COUNTY-  WY/FREMONT
 OV0227  USGS QUAD   -  MONETA (1952)
 OV0227
 OV0227                         *CURRENT SURVEY CONTROL
 OV0227  ___________________________________________________________________
 OV0227* NAD 83(1986)-  43 08 21.     (N)    107 37 54.     (W)     SCALED    
 OV0227* NAVD 88     -      1702.113  (meters)    5584.35   (feet)  ADJUSTED  
 OV0227  ___________________________________________________________________
 OV0227  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 OV0227  DYNAMIC HT  -        1700.967 (meters)    5580.59  (feet)  COMP
 OV0227  MODELED GRAV-     979,887.3   (mgal)                       NAVD 88
 OV0227
 OV0227  VERT ORDER  -  FIRST     CLASS II
 OV0227
 OV0227.The horizontal coordinates were scaled from a topographic map and have
 OV0227.an estimated accuracy of +/- 6 seconds.
 OV0227
 OV0227.The orthometric height was determined by differential leveling
 OV0227.and adjusted by the National Geodetic Survey in June 1991..
 OV0227
 OV0227.The geoid height was determined by GEOID03.
 OV0227
 OV0227.The dynamic height is computed by dividing the NAVD 88
 OV0227.geopotential number by the normal gravity value computed on the
 OV0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0227.degrees latitude (g = 980.6199 gals.).
 OV0227
 OV0227.The modeled gravity was interpolated from observed gravity values.
 OV0227
 OV0227;                    North         East    Units  Estimated Accuracy
 OV0227;SPC WYWC     -   293,720.      690,980.      MT  (+/- 180 meters Scaled)
 OV0227
 OV0227                          SUPERSEDED SURVEY CONTROL
 OV0227
 OV0227  NGVD 29 (06/08/92) 1701.090  (m)         5580.99   (f) ADJUSTED    1 2
 OV0227
 OV0227.Superseded values are not recommended for survey control.
 OV0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0227.See file dsdata.txt to determine how the superseded data were derived.
 OV0227
 OV0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH859796(NAD 83)
 OV0227_MARKER: I = METAL ROD
 OV0227_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0227_SP_SET: STAINLESS STEEL ROD
 OV0227_STAMPING: Q 331 1982
 OV0227_MARK LOGO: NGS   
 OV0227_PROJECTION: FLUSH
 OV0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0227_ROD/PIPE-DEPTH: 4.9  meters
 OV0227
 OV0227  HISTORY     - Date     Condition        Report By
 OV0227  HISTORY     - 1982     MONUMENTED       NGS
 OV0227
 OV0227                          STATION DESCRIPTION
 OV0227
 OV0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0227'37.8 KM (23.5 MI) WEST FROM WALTMAN.
 OV0227'37.8 KM (23.5 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0227'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.3 KM (0.2 MI) WEST OF
 OV0227'MILEPOST 74 AND 95.1 METERS (312.0 FT) NORTH OF THE CENTERLINE OF THE
 OV0227'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0227'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OV0227'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0280 ***********************************************************************
 NR0280  DESIGNATION -  Q 332
 NR0280  PID         -  NR0280
 NR0280  STATE/COUNTY-  WY/NATRONA
 NR0280  USGS QUAD   -  SANFORD RANCH (1984)
 NR0280
 NR0280                         *CURRENT SURVEY CONTROL
 NR0280  ___________________________________________________________________
 NR0280* NAD 83(1986)-  42 31 41.     (N)    107 06 39.     (W)     SCALED    
 NR0280* NAVD 88     -      1813.618  (meters)    5950.18   (feet)  ADJUSTED  
 NR0280  ___________________________________________________________________
 NR0280  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 NR0280  DYNAMIC HT  -        1812.395 (meters)    5946.17  (feet)  COMP
 NR0280  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 NR0280
 NR0280  VERT ORDER  -  FIRST     CLASS II
 NR0280
 NR0280.The horizontal coordinates were scaled from a topographic map and have
 NR0280.an estimated accuracy of +/- 6 seconds.
 NR0280
 NR0280.The orthometric height was determined by differential leveling
 NR0280.and adjusted by the National Geodetic Survey in June 1991..
 NR0280
 NR0280.The geoid height was determined by GEOID03.
 NR0280
 NR0280.The dynamic height is computed by dividing the NAVD 88
 NR0280.geopotential number by the normal gravity value computed on the
 NR0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0280.degrees latitude (g = 980.6199 gals.).
 NR0280
 NR0280.The modeled gravity was interpolated from observed gravity values.
 NR0280
 NR0280;                    North         East    Units  Estimated Accuracy
 NR0280;SPC WYEC     -   325,250.      418,280.      MT  (+/- 180 meters Scaled)
 NR0280
 NR0280                          SUPERSEDED SURVEY CONTROL
 NR0280
 NR0280  NGVD 29 (06/08/92) 1812.695  (m)         5947.15   (f) ADJUSTED    1 2
 NR0280
 NR0280.Superseded values are not recommended for survey control.
 NR0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0280.See file dsdata.txt to determine how the superseded data were derived.
 NR0280
 NR0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH266105(NAD 83)
 NR0280_MARKER: DB = BENCH MARK DISK
 NR0280_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0280_SP_SET: ABUTMENT
 NR0280_STAMPING: Q 332 1982
 NR0280_MARK LOGO: NGS   
 NR0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0280+STABILITY: POSITION/ELEVATION WELL
 NR0280
 NR0280  HISTORY     - Date     Condition        Report By
 NR0280  HISTORY     - 1982     MONUMENTED       NGS
 NR0280
 NR0280                          STATION DESCRIPTION
 NR0280
 NR0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0280'34.6 KM (21.5 MI) NE FROM MUDDY GAP.
 NR0280'34.6 KM (21.5 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0280'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0280'0.2 KM (0.1 MI) NORTHEAST OF COUNTY ROAD 410 LEADING SOUTHEAST IN TOP
 NR0280'OF AND 1.9 METERS (6.2 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 NR0280'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY
 NR0280'OVERPASS OF DRY CREEK, AND 6.1 METERS (20.0 FT) NORTHWEST OF THE
 NR0280'CENTERLINE OF THE HIGHWAY.
 NR0280'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0429 ***********************************************************************
 PW0429  DESIGNATION -  Q 333
 PW0429  PID         -  PW0429
 PW0429  STATE/COUNTY-  WY/WASHAKIE
 PW0429  USGS QUAD   -  RAIRDEN (1978)
 PW0429
 PW0429                         *CURRENT SURVEY CONTROL
 PW0429  ___________________________________________________________________
 PW0429* NAD 83(1986)-  44 09 15.     (N)    107 54 28.     (W)     SCALED    
 PW0429* NAVD 88     -      1212.078  (meters)    3976.63   (feet)  ADJUSTED  
 PW0429  ___________________________________________________________________
 PW0429  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PW0429  DYNAMIC HT  -        1211.537 (meters)    3974.85  (feet)  COMP
 PW0429  MODELED GRAV-     980,131.5   (mgal)                       NAVD 88
 PW0429
 PW0429  VERT ORDER  -  FIRST     CLASS II
 PW0429
 PW0429.The horizontal coordinates were scaled from a topographic map and have
 PW0429.an estimated accuracy of +/- 6 seconds.
 PW0429
 PW0429.The orthometric height was determined by differential leveling
 PW0429.and adjusted by the National Geodetic Survey in June 1991..
 PW0429
 PW0429.The geoid height was determined by GEOID03.
 PW0429
 PW0429.The dynamic height is computed by dividing the NAVD 88
 PW0429.geopotential number by the normal gravity value computed on the
 PW0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0429.degrees latitude (g = 980.6199 gals.).
 PW0429
 PW0429.The modeled gravity was interpolated from observed gravity values.
 PW0429
 PW0429;                    North         East    Units  Estimated Accuracy
 PW0429;SPC WYEC     -   506,040.      354,050.      MT  (+/- 180 meters Scaled)
 PW0429
 PW0429                          SUPERSEDED SURVEY CONTROL
 PW0429
 PW0429  NGVD 29 (06/08/92) 1211.287  (m)         3974.03   (f) ADJUSTED    1 2
 PW0429
 PW0429.Superseded values are not recommended for survey control.
 PW0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0429.See file dsdata.txt to determine how the superseded data were derived.
 PW0429
 PW0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ674931(NAD 83)
 PW0429_MARKER: I = METAL ROD
 PW0429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0429_SP_SET: STAINLESS STEEL ROD
 PW0429_STAMPING: Q 333 1982
 PW0429_MARK LOGO: NGS   
 PW0429_PROJECTION: FLUSH
 PW0429_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0429_ROD/PIPE-DEPTH: 11.9 meters
 PW0429
 PW0429  HISTORY     - Date     Condition        Report By
 PW0429  HISTORY     - 1982     MONUMENTED       NGS
 PW0429  HISTORY     - 19911218 GOOD             WYDT
 PW0429
 PW0429                          STATION DESCRIPTION
 PW0429
 PW0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0429'16.3 KM (10.1 MI) NORTH FROM WORLAND.
 PW0429'16.3 KM (10.1 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0429'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 75.9 METERS
 PW0429'(249.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.3 METERS (17.4 FT)
 PW0429'NORTH OF THE CENTER OF LANE 2, 2.1 METERS (6.9 FT) WEST OF A UTILITY
 PW0429'POLE AND 1.7 METERS (5.6 FT) SOUTH OF THE CENTER OF A CONCRETE
 PW0429'IRRIGATION DITCH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 PW0429'LOGO CAP.
 PW0429'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 PW0429'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PW0429
 PW0429                          STATION RECOVERY (1991)
 PW0429
 PW0429'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1991
 PW0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0226 ***********************************************************************
 NR0226  DESIGNATION -  Q 334
 NR0226  PID         -  NR0226
 NR0226  STATE/COUNTY-  WY/NATRONA
 NR0226  USGS QUAD   -  BISHOP (1978)
 NR0226
 NR0226                         *CURRENT SURVEY CONTROL
 NR0226  ___________________________________________________________________
 NR0226* NAD 83(1986)-  42 52 52.     (N)    106 26 25.     (W)     SCALED    
 NR0226* NAVD 88     -      1614.574  (meters)    5297.15   (feet)  ADJUSTED  
 NR0226  ___________________________________________________________________
 NR0226  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 NR0226  DYNAMIC HT  -        1613.573 (meters)    5293.86  (feet)  COMP
 NR0226  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 NR0226
 NR0226  VERT ORDER  -  FIRST     CLASS II
 NR0226
 NR0226.The horizontal coordinates were scaled from a topographic map and have
 NR0226.an estimated accuracy of +/- 6 seconds.
 NR0226
 NR0226.The orthometric height was determined by differential leveling
 NR0226.and adjusted by the National Geodetic Survey in June 1991..
 NR0226
 NR0226.The geoid height was determined by GEOID03.
 NR0226
 NR0226.The dynamic height is computed by dividing the NAVD 88
 NR0226.geopotential number by the normal gravity value computed on the
 NR0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0226.degrees latitude (g = 980.6199 gals.).
 NR0226
 NR0226.The modeled gravity was interpolated from observed gravity values.
 NR0226
 NR0226;                    North         East    Units  Estimated Accuracy
 NR0226;SPC WYEC     -   364,830.      472,960.      MT  (+/- 180 meters Scaled)
 NR0226
 NR0226                          SUPERSEDED SURVEY CONTROL
 NR0226
 NR0226  NGVD 29 (06/08/92) 1613.701  (m)         5294.28   (f) ADJUSTED    1 2
 NR0226
 NR0226.Superseded values are not recommended for survey control.
 NR0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0226.See file dsdata.txt to determine how the superseded data were derived.
 NR0226
 NR0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH823486(NAD 83)
 NR0226_MARKER: I = METAL ROD
 NR0226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0226_SP_SET: STAINLESS STEEL ROD
 NR0226_STAMPING: Q 334 1982
 NR0226_MARK LOGO: NGS   
 NR0226_PROJECTION: FLUSH
 NR0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0226_ROD/PIPE-DEPTH: 6.1  meters
 NR0226
 NR0226  HISTORY     - Date     Condition        Report By
 NR0226  HISTORY     - 1982     MONUMENTED       NGS
 NR0226
 NR0226                          STATION DESCRIPTION
 NR0226
 NR0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0226'8.5 KM (5.3 MI) NW FROM CASPER.
 NR0226'8.5 KM (5.3 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 NR0226'WITH INTERSTATE HIGHWAY 25 IN CASPER AND 18.1 METERS (59.4 FT)
 NR0226'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 NR0226'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0226'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 NR0226'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0240 ***********************************************************************
 NR0240  DESIGNATION -  Q 335
 NR0240  PID         -  NR0240
 NR0240  STATE/COUNTY-  WY/NATRONA
 NR0240  USGS QUAD   -  GOOSE EGG (1984)
 NR0240
 NR0240                         *CURRENT SURVEY CONTROL
 NR0240  ___________________________________________________________________
 NR0240* NAD 83(1986)-  42 48 32.     (N)    106 24 29.     (W)     SCALED    
 NR0240* NAVD 88     -      1604.055  (meters)    5262.64   (feet)  ADJUSTED  
 NR0240  ___________________________________________________________________
 NR0240  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 NR0240  DYNAMIC HT  -        1603.052 (meters)    5259.35  (feet)  COMP
 NR0240  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 NR0240
 NR0240  VERT ORDER  -  FIRST     CLASS II
 NR0240
 NR0240.The horizontal coordinates were scaled from a topographic map and have
 NR0240.an estimated accuracy of +/- 6 seconds.
 NR0240
 NR0240.The orthometric height was determined by differential leveling
 NR0240.and adjusted by the National Geodetic Survey in June 1991..
 NR0240
 NR0240.The geoid height was determined by GEOID03.
 NR0240
 NR0240.The dynamic height is computed by dividing the NAVD 88
 NR0240.geopotential number by the normal gravity value computed on the
 NR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0240.degrees latitude (g = 980.6199 gals.).
 NR0240
 NR0240.The modeled gravity was interpolated from observed gravity values.
 NR0240
 NR0240;                    North         East    Units  Estimated Accuracy
 NR0240;SPC WYEC     -   356,840.      475,680.      MT  (+/- 180 meters Scaled)
 NR0240
 NR0240                          SUPERSEDED SURVEY CONTROL
 NR0240
 NR0240  NGVD 29 (06/08/92) 1603.180  (m)         5259.77   (f) ADJUSTED    1 2
 NR0240
 NR0240.Superseded values are not recommended for survey control.
 NR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0240.See file dsdata.txt to determine how the superseded data were derived.
 NR0240
 NR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH848405(NAD 83)
 NR0240_MARKER: I = METAL ROD
 NR0240_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0240_SP_SET: STAINLESS STEEL ROD
 NR0240_STAMPING: Q 335 1982
 NR0240_MARK LOGO: NGS   
 NR0240_PROJECTION: FLUSH
 NR0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0240_ROD/PIPE-DEPTH: 3.7  meters
 NR0240
 NR0240  HISTORY     - Date     Condition        Report By
 NR0240  HISTORY     - 1982     MONUMENTED       NGS
 NR0240
 NR0240                          STATION DESCRIPTION
 NR0240
 NR0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0240'3.4 KM (2.1 MI) SW FROM CASPER.
 NR0240'3.4 KM (2.1 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0240'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.1 KM (0.05 MI) EAST OF
 NR0240'MILEPOST 111, 44.5 METERS (146.0 FT) EAST OF THE CENTER OF A DIRT ROAD
 NR0240'LEADING SOUTH, 35.7 METERS (117.1 FT) SOUTH OF THE CENTERLINE OF THE
 NR0240'NORTHEAST BOUND LANES OF THE HIGHWAY AND 4.1 METERS (13.5 FT) NORTH OF
 NR0240'A PRIVATE DRIVE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NR0240'LOGO CAP.
 NR0240'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 NR0240'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0305 ***********************************************************************
 NR0305  DESIGNATION -  Q 336
 NR0305  PID         -  NR0305
 NR0305  STATE/COUNTY-  WY/CARBON
 NR0305  USGS QUAD   -  LAMONT (1981)
 NR0305
 NR0305                         *CURRENT SURVEY CONTROL
 NR0305  ___________________________________________________________________
 NR0305* NAD 83(1986)-  42 14 42.     (N)    107 27 43.     (W)     SCALED    
 NR0305* NAVD 88     -      2050.381  (meters)    6726.96   (feet)  ADJUSTED  
 NR0305  ___________________________________________________________________
 NR0305  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 NR0305  DYNAMIC HT  -        2048.750 (meters)    6721.61  (feet)  COMP
 NR0305  MODELED GRAV-     979,753.0   (mgal)                       NAVD 88
 NR0305
 NR0305  VERT ORDER  -  FIRST     CLASS II
 NR0305
 NR0305.The horizontal coordinates were scaled from a topographic map and have
 NR0305.an estimated accuracy of +/- 6 seconds.
 NR0305
 NR0305.The orthometric height was determined by differential leveling
 NR0305.and adjusted by the National Geodetic Survey in June 1991..
 NR0305
 NR0305.The geoid height was determined by GEOID03.
 NR0305
 NR0305.The dynamic height is computed by dividing the NAVD 88
 NR0305.geopotential number by the normal gravity value computed on the
 NR0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0305.degrees latitude (g = 980.6199 gals.).
 NR0305
 NR0305.The modeled gravity was interpolated from observed gravity values.
 NR0305
 NR0305;                    North         East    Units  Estimated Accuracy
 NR0305;SPC WYEC     -   293,800.      389,390.      MT  (+/- 180 meters Scaled)
 NR0305
 NR0305                          SUPERSEDED SURVEY CONTROL
 NR0305
 NR0305  NGVD 29 (06/08/92) 2049.273  (m)         6723.32   (f) ADJUSTED    1 2
 NR0305
 NR0305.Superseded values are not recommended for survey control.
 NR0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0305.See file dsdata.txt to determine how the superseded data were derived.
 NR0305
 NR0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG968799(NAD 83)
 NR0305_MARKER: I = METAL ROD
 NR0305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0305_SP_SET: STAINLESS STEEL ROD
 NR0305_STAMPING: Q 336 1982
 NR0305_MARK LOGO: NGS   
 NR0305_PROJECTION: FLUSH
 NR0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0305_ROD/PIPE-DEPTH: 7.3  meters
 NR0305
 NR0305  HISTORY     - Date     Condition        Report By
 NR0305  HISTORY     - 1982     MONUMENTED       NGS
 NR0305
 NR0305                          STATION DESCRIPTION
 NR0305
 NR0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0305'14.7 KM (9.15 MI) SOUTH FROM MUDDY GAP.
 NR0305'14.7 KM (9.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0305'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.2 KM (0.1 MI) NORTH OF MILEPOST
 NR0305'35, 52.4 METERS (171.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 15.3
 NR0305'METERS (50.2 FT) SOUTH OF A UTILITY POLE AND 7.6 METERS (24.9 FT)
 NR0305'NORTH OF THE CENTER OF A FIELD ENTRANCE.  NOTE, ACCESS TO THE DATUM
 NR0305'POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0305'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 NR0305'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0467 ***********************************************************************
 MP0467  CBN         -  This is a Cooperative Base Network Control Station.
 MP0467  DESIGNATION -  Q 337
 MP0467  PID         -  MP0467
 MP0467  STATE/COUNTY-  WY/CARBON
 MP0467  USGS QUAD   -  RAWLINS (1981)
 MP0467
 MP0467                         *CURRENT SURVEY CONTROL
 MP0467  ___________________________________________________________________
 MP0467* NAD 83(1993)-  41 49 38.33590(N)    107 13 58.86844(W)     ADJUSTED  
 MP0467* NAVD 88     -      2102.959  (meters)    6899.46   (feet)  ADJUSTED  
 MP0467  ___________________________________________________________________
 MP0467  X           -  -1,410,595.980 (meters)                     COMP
 MP0467  Y           -  -4,547,620.148 (meters)                     COMP
 MP0467  Z           -   4,232,724.094 (meters)                     COMP
 MP0467  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 MP0467  ELLIP HEIGHT-        2089.33  (meters)          (09/07/01) GPS OBS
 MP0467  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 MP0467  DYNAMIC HT  -        2101.175 (meters)    6893.60  (feet)  COMP
 MP0467  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 MP0467
 MP0467  HORZ ORDER  -  B
 MP0467  VERT ORDER  -  FIRST     CLASS II
 MP0467  ELLP ORDER  -  FOURTH    CLASS I
 MP0467
 MP0467.The horizontal coordinates were established by GPS observations
 MP0467.and adjusted by the National Geodetic Survey in October 1994..
 MP0467
 MP0467.The orthometric height was determined by differential leveling
 MP0467.and adjusted by the National Geodetic Survey in June 1991..
 MP0467
 MP0467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0467
 MP0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0467
 MP0467.The ellipsoidal height was determined by GPS observations
 MP0467.and is referenced to NAD 83.
 MP0467
 MP0467.The geoid height was determined by GEOID03.
 MP0467
 MP0467.The dynamic height is computed by dividing the NAVD 88
 MP0467.geopotential number by the normal gravity value computed on the
 MP0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0467.degrees latitude (g = 980.6199 gals.).
 MP0467
 MP0467.The modeled gravity was interpolated from observed gravity values.
 MP0467
 MP0467;                    North         East     Units Scale Factor Converg.
 MP0467;SPC WYEC     -   247,403.438   408,333.030   MT  0.99993835   +0 04 00.8
 MP0467;UTM  13      - 4,633,014.057   314,562.247   MT  1.00002316   -1 29 22.5
 MP0467
 MP0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0467!SPC WYEC     -   0.99967241  x   0.99993835  =   0.99961078
 MP0467!UTM  13      -   0.99967241  x   1.00002316  =   0.99969556
 MP0467
 MP0467                          SUPERSEDED SURVEY CONTROL
 MP0467
 MP0467  ELLIP H (10/19/94) 2089.37   (m)                       GP(       ) 4 1
 MP0467  NAVD 88 (10/19/94) 2102.96   (m)         6899.5    (f) LEVELING    3  
 MP0467  NGVD 29 (06/08/92) 2101.806  (m)         6895.68   (f) ADJUSTED    1 2
 MP0467
 MP0467.Superseded values are not recommended for survey control.
 MP0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0467.See file dsdata.txt to determine how the superseded data were derived.
 MP0467
 MP0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1456233014(NAD 83)
 MP0467_MARKER: I = METAL ROD
 MP0467_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MP0467_SP_SET: SHALLOW-SET METAL ROD
 MP0467_STAMPING: Q 337 1982
 MP0467_MARK LOGO: NGS   
 MP0467_PROJECTION: FLUSH
 MP0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0467+STABILITY: POSITION/ELEVATION WELL
 MP0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0467+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 MP0467_ROD/PIPE-DEPTH: 1.5  meters
 MP0467
 MP0467  HISTORY     - Date     Condition        Report By
 MP0467  HISTORY     - 1982     MONUMENTED       NGS
 MP0467  HISTORY     - 1987     GOOD             NGS
 MP0467  HISTORY     - 19930803 GOOD             NGS
 MP0467  HISTORY     - 20010725 GOOD             NGS
 MP0467
 MP0467                          STATION DESCRIPTION
 MP0467
 MP0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0467'4.9 KM (3.05 MI) NORTH FROM RAWLINS.
 MP0467'4.9 KM (3.05 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0467'WITH U.S. HIGHWAY 30 IN RAWLINS, 0.5 KM (0.3 MI) NORTH OF MILEPOST 3,
 MP0467'29.3 METERS (96.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.5
 MP0467'METERS (50.9 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD LEADING EAST
 MP0467'TO THE RAWLINS CITY DUMP AND 2.8 METERS (9.2 FT) NORTHWEST OF A FENCE
 MP0467'CORNER.  NOTE, REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM
 MP0467'POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0467'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 MP0467'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MP0467
 MP0467                          STATION RECOVERY (1987)
 MP0467
 MP0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MP0467'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--0.5
 MP0467'KM (0.3 MI) NORTH OF MILEPOST 3.
 MP0467
 MP0467                          STATION RECOVERY (1993)
 MP0467
 MP0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MP0467'NOTE--STATION NEEDS PUNCH HOLE TOP CENTER ON ROD FOR GPS OBSERVATIONS.
 MP0467'STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF RAWLINS, ALONG US
 MP0467'HIGHWAY 287 AND STATE HIGHWAY 789, ON THE RIGHT-OF-WAY, ABOUT MILE
 MP0467'2.5, AT THE ENTRANCE ROAD TO THE CITY LANDFILL, NEAR THE SOUTHWEST
 MP0467'CORNER OF SECTION 33, T 22 N, R 87 W.  OWNERSHIP--STATE HIGHWAY
 MP0467'DEPARTMENT. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 MP0467'HIGHWAYS 80, 80 BUSINESS, US HIGHWAYS 30, 30 BUSINESS AND STATE
 MP0467'HIGHWAY 789 (EXIT 215) ON THE EAST SIDE OF RAWLINS, GO WESTERLY ON
 MP0467'HIGHWAYS 30, 80 BUSINESS AND 789 FOR 1.16 KM (0.70 MI) TO A PAVED ROAD
 MP0467'RIGHT.  TURN RIGHT, NORTHWEST, ON US HIGHWAY 287 BYPASS AND STATE
 MP0467'HIGHWAY 789 BYPASS FOR 2.15 KM (1.35 MI) TO A FORK AT JUNCTION OF
 MP0467'HIGHWAYS 287 AND 789.  BEAR RIGHT, NORTHWEST, ON HIGHWAYS 287 AND 789
 MP0467'FOR 1.89 KM (1.15 MI) TO A PAVED ROAD RIGHT AND STATION IN NORTHEAST
 MP0467'ANGLE OF THE JUNCTION. STATION MARK IS A PUNCH HOLE TOP CENTER ON A
 MP0467'STEEL ROD ENCASED IN A PVC PIPE WITH LOGO LAP SET IN A CONCRETE POST 1
 MP0467'CM BELOW GROUND.  IT IS 29.7 M (97.4 FT) NORTHEAST OF, AND SLIGHTLY
 MP0467'LOWER THAN THE HIGHWAY CENTER, 14.0 M (45.9 FT) NORTH OF THE ROAD
 MP0467'CENTER, 3.0 M (9.8 FT) NORTHWEST OF A FENCE CORNER POST, 0.2 M (0.7
 MP0467'FT) SOUTHWEST OF A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY FENCE,
 MP0467'AND 7.2 M (23.6 FT) SOUTHEAST OF TELEPHONE PEDESTAL RL 127 18.570.
 MP0467'DESCRIBED BY G.R.HEID
 MP0467
 MP0467                          STATION RECOVERY (2001)
 MP0467
 MP0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 MP0467'RECOVERED AS DESCRIBED.
 MP0467'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0587 ***********************************************************************
 MR0587  DESIGNATION -  Q 339
 MR0587  PID         -  MR0587
 MR0587  STATE/COUNTY-  WY/UINTA
 MR0587  USGS QUAD   -  EVANSTON (1978)
 MR0587
 MR0587                         *CURRENT SURVEY CONTROL
 MR0587  ___________________________________________________________________
 MR0587* NAD 83(1986)-  41 16 03.     (N)    110 56 45.     (W)     SCALED    
 MR0587* NAVD 88     -      2068.950  (meters)    6787.88   (feet)  ADJUSTED  
 MR0587  ___________________________________________________________________
 MR0587  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 MR0587  DYNAMIC HT  -        2067.030 (meters)    6781.58  (feet)  COMP
 MR0587  MODELED GRAV-     979,621.9   (mgal)                       NAVD 88
 MR0587
 MR0587  VERT ORDER  -  FIRST     CLASS II
 MR0587
 MR0587.The horizontal coordinates were scaled from a topographic map and have
 MR0587.an estimated accuracy of +/- 6 seconds.
 MR0587
 MR0587.The orthometric height was determined by differential leveling
 MR0587.and adjusted by the National Geodetic Survey in June 1991..
 MR0587
 MR0587.The geoid height was determined by GEOID03.
 MR0587
 MR0587.The dynamic height is computed by dividing the NAVD 88
 MR0587.geopotential number by the normal gravity value computed on the
 MR0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0587.degrees latitude (g = 980.6199 gals.).
 MR0587
 MR0587.The modeled gravity was interpolated from observed gravity values.
 MR0587
 MR0587;                    North         East    Units  Estimated Accuracy
 MR0587;SPC WY W     -   185,590.      727,730.      MT  (+/- 180 meters Scaled)
 MR0587
 MR0587                          SUPERSEDED SURVEY CONTROL
 MR0587
 MR0587  NGVD 29 (06/08/92) 2067.628  (m)         6783.54   (f) ADJUSTED    1 2
 MR0587
 MR0587.Superseded values are not recommended for survey control.
 MR0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0587.See file dsdata.txt to determine how the superseded data were derived.
 MR0587
 MR0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL045684(NAD 83)
 MR0587_MARKER: DB = BENCH MARK DISK
 MR0587_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MR0587_SP_SET: BRIDGE PIER
 MR0587_STAMPING: Q 339 1983
 MR0587_MARK LOGO: NGS   
 MR0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0587+STABILITY: POSITION/ELEVATION WELL
 MR0587
 MR0587  HISTORY     - Date     Condition        Report By
 MR0587  HISTORY     - 1983     MONUMENTED       NGS
 MR0587
 MR0587                          STATION DESCRIPTION
 MR0587
 MR0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0587'1.6 KM (1.0 MI) SE FROM EVANSTON.
 MR0587'1.6 KM (1.0 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0587'THE STATION IN EVANSTON, SET VERTICALLY IN THE EAST FACE OF THE MOST
 MR0587'NORTHERLY ONE OF THREE PIERS OF INTERSTATE HIGHWAY 80 OVERPASS, 5.8
 MR0587'METERS (19.0 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES OF THE
 MR0587'HIGHWAY, AND 3.8 METERS (12.5 FT) SOUTHWEST OF THE NEAR RAIL.
 MR0587'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0343 ***********************************************************************
 MQ0343  DESIGNATION -  Q 340
 MQ0343  PID         -  MQ0343
 MQ0343  STATE/COUNTY-  WY/SWEETWATER
 MQ0343  USGS QUAD   -  GRANGER (1980)
 MQ0343
 MQ0343                         *CURRENT SURVEY CONTROL
 MQ0343  ___________________________________________________________________
 MQ0343* NAD 83(1986)-  41 32 40.     (N)    109 54 41.     (W)     SCALED    
 MQ0343* NAVD 88     -      1956.100  (meters)    6417.64   (feet)  ADJUSTED  
 MQ0343  ___________________________________________________________________
 MQ0343  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 MQ0343  DYNAMIC HT  -        1954.409 (meters)    6412.09  (feet)  COMP
 MQ0343  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 MQ0343
 MQ0343  VERT ORDER  -  FIRST     CLASS II
 MQ0343
 MQ0343.The horizontal coordinates were scaled from a topographic map and have
 MQ0343.an estimated accuracy of +/- 6 seconds.
 MQ0343
 MQ0343.The orthometric height was determined by differential leveling
 MQ0343.and adjusted by the National Geodetic Survey in June 1991..
 MQ0343
 MQ0343.The geoid height was determined by GEOID03.
 MQ0343
 MQ0343.The dynamic height is computed by dividing the NAVD 88
 MQ0343.geopotential number by the normal gravity value computed on the
 MQ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0343.degrees latitude (g = 980.6199 gals.).
 MQ0343
 MQ0343.The modeled gravity was interpolated from observed gravity values.
 MQ0343
 MQ0343;                    North         East    Units  Estimated Accuracy
 MQ0343;SPC WYWC     -   116,630.      503,100.      MT  (+/- 180 meters Scaled)
 MQ0343
 MQ0343                          SUPERSEDED SURVEY CONTROL
 MQ0343
 MQ0343  NGVD 29 (06/08/92) 1954.786  (m)         6413.33   (f) ADJUSTED    1 2
 MQ0343
 MQ0343.Superseded values are not recommended for survey control.
 MQ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0343.See file dsdata.txt to determine how the superseded data were derived.
 MQ0343
 MQ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL907997(NAD 83)
 MQ0343_MARKER: DB = BENCH MARK DISK
 MQ0343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MQ0343_SP_SET: ABUTMENT
 MQ0343_STAMPING: Q 340 1983
 MQ0343_MARK LOGO: NGS   
 MQ0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0343+STABILITY: POSITION/ELEVATION WELL
 MQ0343
 MQ0343  HISTORY     - Date     Condition        Report By
 MQ0343  HISTORY     - 1983     MONUMENTED       NGS
 MQ0343
 MQ0343                          STATION DESCRIPTION
 MQ0343
 MQ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0343'7.9 KM (4.9 MI) SE FROM GRANGER.
 MQ0343'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG OLD U.S. HIGHWAY 30 FROM THE
 MQ0343'UNION PACIFIC RAILROAD STATION IN GRANGER, THENCE 3.5 KM (2.15 MI)
 MQ0343'SOUTHEASTERLY ALONG U.S. HIGHWAY 30, IN TOP OF AND 0.1 METER (0.3 FT)
 MQ0343'NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 MQ0343'BRIDGE NUMBER 100.03 OVER INTERSTATE HIGHWAY 80, 28.0 METERS (91.9 FT)
 MQ0343'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF INTERSTATE HIGHWAY
 MQ0343'80, AND 6.1 METERS (20.0 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 MQ0343'HIGHWAY 30.
 MQ0343'THE MARK IS 1.4 M BELOW HIGHWAY 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0379 ***********************************************************************
 MQ0379  DESIGNATION -  Q 341
 MQ0379  PID         -  MQ0379
 MQ0379  STATE/COUNTY-  WY/SWEETWATER
 MQ0379  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0379
 MQ0379                         *CURRENT SURVEY CONTROL
 MQ0379  ___________________________________________________________________
 MQ0379* NAD 83(1986)-  41 32 38.     (N)    108 41 44.     (W)     SCALED    
 MQ0379* NAVD 88     -      2019.855  (meters)    6626.81   (feet)  ADJUSTED  
 MQ0379  ___________________________________________________________________
 MQ0379  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 MQ0379  DYNAMIC HT  -        2018.116 (meters)    6621.10  (feet)  COMP
 MQ0379  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 MQ0379
 MQ0379  VERT ORDER  -  FIRST     CLASS II
 MQ0379
 MQ0379.The horizontal coordinates were scaled from a topographic map and have
 MQ0379.an estimated accuracy of +/- 6 seconds.
 MQ0379
 MQ0379.The orthometric height was determined by differential leveling
 MQ0379.and adjusted by the National Geodetic Survey in June 1991..
 MQ0379
 MQ0379.The geoid height was determined by GEOID03.
 MQ0379
 MQ0379.The dynamic height is computed by dividing the NAVD 88
 MQ0379.geopotential number by the normal gravity value computed on the
 MQ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0379.degrees latitude (g = 980.6199 gals.).
 MQ0379
 MQ0379.The modeled gravity was interpolated from observed gravity values.
 MQ0379
 MQ0379;                    North         East    Units  Estimated Accuracy
 MQ0379;SPC WYWC     -   115,920.      604,540.      MT  (+/- 180 meters Scaled)
 MQ0379
 MQ0379                          SUPERSEDED SURVEY CONTROL
 MQ0379
 MQ0379  NGVD 29 (06/08/92) 2018.586  (m)         6622.64   (f) ADJUSTED    1 2
 MQ0379
 MQ0379.Superseded values are not recommended for survey control.
 MQ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0379.See file dsdata.txt to determine how the superseded data were derived.
 MQ0379
 MQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM922017(NAD 83)
 MQ0379_MARKER: DB = BENCH MARK DISK
 MQ0379_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0379_SP_SET: ROCK OUTCROP
 MQ0379_STAMPING: Q 341 1983
 MQ0379_MARK LOGO: NGS   
 MQ0379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0379+STABILITY: POSITION/ELEVATION WELL
 MQ0379
 MQ0379  HISTORY     - Date     Condition        Report By
 MQ0379  HISTORY     - 1983     MONUMENTED       NGS
 MQ0379
 MQ0379                          STATION DESCRIPTION
 MQ0379
 MQ0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0379'18.4 KM (11.45 MI) SE FROM POINT OF ROCKS.
 MQ0379'18.4 KM (11.45 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0379'THE STATION IN POINT OF ROCKS, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 766,
 MQ0379'0.4 KM (0.25 MI) SOUTH OF THE INTERSECTION OF A DIRT ROAD CROSSING,
 MQ0379'27.0 METERS (88.6 FT) EAST OF THE NEAR RAIL, 23.6 METERS (77.4 FT)
 MQ0379'NORTH OF A UTILITY POLE, AND 21.6 METERS (70.9 FT) EAST OF THE EAST
 MQ0379'END OF A 3-FOOT DRAINAGE PIPE.
 MQ0379'THE MARK IS 1.0 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0439 ***********************************************************************
 MP0439  DESIGNATION -  Q 342
 MP0439  PID         -  MP0439
 MP0439  STATE/COUNTY-  WY/SWEETWATER
 MP0439  USGS QUAD   -  WAMSUTTER (1981)
 MP0439
 MP0439                         *CURRENT SURVEY CONTROL
 MP0439  ___________________________________________________________________
 MP0439* NAD 83(1986)-  41 42 16.     (N)    107 52 45.     (W)     SCALED    
 MP0439* NAVD 88     -      2082.788  (meters)    6833.28   (feet)  ADJUSTED  
 MP0439  ___________________________________________________________________
 MP0439  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 MP0439  DYNAMIC HT  -        2080.935 (meters)    6827.20  (feet)  COMP
 MP0439  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 MP0439
 MP0439  VERT ORDER  -  FIRST     CLASS II
 MP0439
 MP0439.The horizontal coordinates were scaled from a topographic map and have
 MP0439.an estimated accuracy of +/- 6 seconds.
 MP0439
 MP0439.The orthometric height was determined by differential leveling
 MP0439.and adjusted by the National Geodetic Survey in June 1991..
 MP0439
 MP0439.The geoid height was determined by GEOID03.
 MP0439
 MP0439.The dynamic height is computed by dividing the NAVD 88
 MP0439.geopotential number by the normal gravity value computed on the
 MP0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0439.degrees latitude (g = 980.6199 gals.).
 MP0439
 MP0439.The modeled gravity was interpolated from observed gravity values.
 MP0439
 MP0439;                    North         East    Units  Estimated Accuracy
 MP0439;SPC WYWC     -   134,120.      672,480.      MT  (+/- 180 meters Scaled)
 MP0439
 MP0439                          SUPERSEDED SURVEY CONTROL
 MP0439
 MP0439  NGVD 29 (06/08/92) 2081.535  (m)         6829.17   (f) ADJUSTED    1 2
 MP0439
 MP0439.Superseded values are not recommended for survey control.
 MP0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0439.See file dsdata.txt to determine how the superseded data were derived.
 MP0439
 MP0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG604209(NAD 83)
 MP0439_MARKER: I = METAL ROD
 MP0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0439_SP_SET: STAINLESS STEEL ROD
 MP0439_STAMPING: Q 342 1983
 MP0439_MARK LOGO: NGS   
 MP0439_PROJECTION: FLUSH
 MP0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0439_ROD/PIPE-DEPTH: 4.0  meters
 MP0439
 MP0439  HISTORY     - Date     Condition        Report By
 MP0439  HISTORY     - 1983     MONUMENTED       NGS
 MP0439
 MP0439                          STATION DESCRIPTION
 MP0439
 MP0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0439'8.8 KM (5.45 MI) NE FROM WAMSUTTER.
 MP0439'8.8 KM (5.45 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MP0439'THE STATION IN WAMSUTTER, 0.4 KM (0.25 MI) EAST OF MILEPOST 719, 26.2
 MP0439'METERS (86.0 FT) NORTH OF THE NEAR RAIL, 2.0 METERS (6.6 FT) NORTH OF
 MP0439'A FENCE, AND 1.6 METERS (5.2 FT) WEST OF A UTILITY POLE WITH THREE
 MP0439'STRIPES.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 MP0439'CAP.
 MP0439'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MP0439'THE MARK IS 5.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0980 ***********************************************************************
 MO0980  DESIGNATION -  Q 343
 MO0980  PID         -  MO0980
 MO0980  STATE/COUNTY-  WY/ALBANY
 MO0980  USGS QUAD   -  BAMFORTH LAKE (1978)
 MO0980
 MO0980                         *CURRENT SURVEY CONTROL
 MO0980  ___________________________________________________________________
 MO0980* NAD 83(1986)-  41 27 50.     (N)    105 37 44.     (W)     SCALED    
 MO0980* NAVD 88     -      2176.261  (meters)    7139.95   (feet)  ADJUSTED  
 MO0980  ___________________________________________________________________
 MO0980  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO0980  DYNAMIC HT  -        2174.429 (meters)    7133.94  (feet)  COMP
 MO0980  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 MO0980
 MO0980  VERT ORDER  -  FIRST     CLASS II
 MO0980
 MO0980.The horizontal coordinates were scaled from a topographic map and have
 MO0980.an estimated accuracy of +/- 6 seconds.
 MO0980
 MO0980.The orthometric height was determined by differential leveling
 MO0980.and adjusted by the National Geodetic Survey in June 1991..
 MO0980
 MO0980.The geoid height was determined by GEOID03.
 MO0980
 MO0980.The dynamic height is computed by dividing the NAVD 88
 MO0980.geopotential number by the normal gravity value computed on the
 MO0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0980.degrees latitude (g = 980.6199 gals.).
 MO0980
 MO0980.The modeled gravity was interpolated from observed gravity values.
 MO0980
 MO0980;                    North         East    Units  Estimated Accuracy
 MO0980;SPC WY E     -   107,140.      161,390.      MT  (+/- 180 meters Scaled)
 MO0980
 MO0980                          SUPERSEDED SURVEY CONTROL
 MO0980
 MO0980  NGVD 29 (06/08/92) 2175.238  (m)         7136.59   (f) ADJUSTED    1 2
 MO0980
 MO0980.Superseded values are not recommended for survey control.
 MO0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0980.See file dsdata.txt to determine how the superseded data were derived.
 MO0980
 MO0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF474904(NAD 83)
 MO0980_MARKER: I = METAL ROD
 MO0980_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0980_SP_SET: STAINLESS STEEL ROD
 MO0980_STAMPING: Q 343 1983
 MO0980_MARK LOGO: NGS   
 MO0980_PROJECTION: FLUSH
 MO0980_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0980_ROD/PIPE-DEPTH: 4.0  meters
 MO0980
 MO0980  HISTORY     - Date     Condition        Report By
 MO0980  HISTORY     - 1983     MONUMENTED       NGS
 MO0980  HISTORY     - 19990823 GOOD             WYDT
 MO0980
 MO0980                          STATION DESCRIPTION
 MO0980
 MO0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0980'17.1 KM (10.6 MI) NW FROM LARAMIE.
 MO0980'17.1 KM (10.6 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0980'THE STATION IN LARAMIE, 69.5 METERS (228.0 FT) SOUTHWEST OF THE
 MO0980'CENTERLINE OF U.S. HIGHWAYS 30 AND 287, 32.3 METERS (106.0 FT)
 MO0980'NORTHEAST OF THE NEAR RAIL, AND 1.3 METERS (4.3 FT) SOUTHEAST OF AN
 MO0980'UTILITY POLE WITH 4 GUY WIRES AND TRANSFORMER.  NOTE=ACCESS TO THE
 MO0980'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MO0980'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MO0980'THE MARK IS 0.3 M ABOVE THE TRACKS.
 MO0980
 MO0980                          STATION RECOVERY (1999)
 MO0980
 MO0980'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0980'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0980'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0958 ***********************************************************************
 MO0958  DESIGNATION -  Q 344
 MO0958  PID         -  MO0958
 MO0958  STATE/COUNTY-  WY/ALBANY
 MO0958  USGS QUAD   -  DALE CREEK (1987)
 MO0958
 MO0958                         *CURRENT SURVEY CONTROL
 MO0958  ___________________________________________________________________
 MO0958* NAD 83(1986)-  41 04 39.     (N)    105 28 04.     (W)     SCALED    
 MO0958* NAVD 88     -      2427.707  (meters)    7964.90   (feet)  ADJUSTED  
 MO0958  ___________________________________________________________________
 MO0958  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 MO0958  DYNAMIC HT  -        2425.473 (meters)    7957.57  (feet)  COMP
 MO0958  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 MO0958
 MO0958  VERT ORDER  -  FIRST     CLASS II
 MO0958
 MO0958.The horizontal coordinates were scaled from a topographic map and have
 MO0958.an estimated accuracy of +/- 6 seconds.
 MO0958
 MO0958.The orthometric height was determined by differential leveling
 MO0958.and adjusted by the National Geodetic Survey in June 1991..
 MO0958
 MO0958.The geoid height was determined by GEOID03.
 MO0958
 MO0958.The dynamic height is computed by dividing the NAVD 88
 MO0958.geopotential number by the normal gravity value computed on the
 MO0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0958.degrees latitude (g = 980.6199 gals.).
 MO0958
 MO0958.The modeled gravity was interpolated from observed gravity values.
 MO0958
 MO0958;                    North         East    Units  Estimated Accuracy
 MO0958;SPC WY E     -    64,170.      174,700.      MT  (+/- 180 meters Scaled)
 MO0958
 MO0958                          SUPERSEDED SURVEY CONTROL
 MO0958
 MO0958  NGVD 29 (06/08/92) 2426.599  (m)         7961.27   (f) ADJUSTED    1 2
 MO0958
 MO0958.Superseded values are not recommended for survey control.
 MO0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0958.See file dsdata.txt to determine how the superseded data were derived.
 MO0958
 MO0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF607474(NAD 83)
 MO0958_MARKER: DB = BENCH MARK DISK
 MO0958_SETTING: 66 = SET IN ROCK OUTCROP
 MO0958_SP_SET: ROCK OUTCROP
 MO0958_STAMPING: Q 344 1983
 MO0958_MARK LOGO: NGS   
 MO0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0958+STABILITY: POSITION/ELEVATION WELL
 MO0958
 MO0958  HISTORY     - Date     Condition        Report By
 MO0958  HISTORY     - 1983     MONUMENTED       NGS
 MO0958  HISTORY     - 1985     GOOD             DMA
 MO0958
 MO0958                          STATION DESCRIPTION
 MO0958
 MO0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0958'30.9 KM (19.2 MI) SE FROM LARAMIE.
 MO0958'30.9 KM (19.2 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0958'THE STATION IN LARAMIE, NEAR THE APPROXIMATE CENTER OF AN 8- BY 50-FT
 MO0958'EXPOSED AREA OF OUTCROPPING BEDROCK ON TOP OF A RAILROAD CUT, 0.4 KM
 MO0958'(0.25 MI) WEST OF THE WEST END OF A RAILROAD TUNNEL, 168.0 METERS
 MO0958'(551.2 FT) EAST OF THE WEST END OF THE CUT, 20.0 METERS (65.6 FT)
 MO0958'NORTH OF THE CENTER OF A DIRT ROAD, 7.0 METERS (23.0 FT) SOUTH OF THE
 MO0958'NEAR RAIL, AND 2.0 METERS (6.6 FT) SOUTH OF THE NORTH EDGE OF THE CUT.
 MO0958'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MO0958'THE MARK IS 12.2 M ABOVE THE TRACKS.
 MO0958
 MO0958                          STATION RECOVERY (1985)
 MO0958
 MO0958'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0421 ***********************************************************************
 MQ0421  DESIGNATION -  Q 345
 MQ0421  PID         -  MQ0421
 MQ0421  STATE/COUNTY-  WY/SWEETWATER
 MQ0421  USGS QUAD   -  HAYSTACK BUTTES NORTH (1996)
 MQ0421
 MQ0421                         *CURRENT SURVEY CONTROL
 MQ0421  ___________________________________________________________________
 MQ0421* NAD 83(1986)-  41 10 48.     (N)    109 37 15.     (W)     SCALED    
 MQ0421* NAVD 88     -      1939.587  (meters)    6363.46   (feet)  ADJUSTED  
 MQ0421  ___________________________________________________________________
 MQ0421  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 MQ0421  DYNAMIC HT  -        1937.854 (meters)    6357.78  (feet)  COMP
 MQ0421  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 MQ0421
 MQ0421  VERT ORDER  -  FIRST     CLASS II
 MQ0421
 MQ0421.The horizontal coordinates were scaled from a topographic map and have
 MQ0421.an estimated accuracy of +/- 6 seconds.
 MQ0421
 MQ0421.The orthometric height was determined by differential leveling
 MQ0421.and adjusted by the National Geodetic Survey in June 1991..
 MQ0421
 MQ0421.The geoid height was determined by GEOID03.
 MQ0421
 MQ0421.The dynamic height is computed by dividing the NAVD 88
 MQ0421.geopotential number by the normal gravity value computed on the
 MQ0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0421.degrees latitude (g = 980.6199 gals.).
 MQ0421
 MQ0421.The modeled gravity was interpolated from observed gravity values.
 MQ0421
 MQ0421;                    North         East    Units  Estimated Accuracy
 MQ0421;SPC WYWC     -    75,880.      526,940.      MT  (+/- 180 meters Scaled)
 MQ0421
 MQ0421                          SUPERSEDED SURVEY CONTROL
 MQ0421
 MQ0421.No superseded survey control is available for this station.
 MQ0421
 MQ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL156596(NAD 83)
 MQ0421_MARKER: I = METAL ROD
 MQ0421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0421_SP_SET: STAINLESS STEEL ROD
 MQ0421_STAMPING: Q 345 1984
 MQ0421_MARK LOGO: NGS   
 MQ0421_PROJECTION: FLUSH
 MQ0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0421_ROD/PIPE-DEPTH: 3.4  meters
 MQ0421
 MQ0421  HISTORY     - Date     Condition        Report By
 MQ0421  HISTORY     - 1984     MONUMENTED       NGS
 MQ0421
 MQ0421                          STATION DESCRIPTION
 MQ0421
 MQ0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0421'27.4 KM (17.0 MI) NE FROM MANILA UT.
 MQ0421'27.4 KM (17.0 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0421'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 2.3 KM (1.45 MI)
 MQ0421'NORTHWEST OF A GRAVELED ROAD LEADING TO SQUAW HOLLOW, 0.3 KM (0.2 MI)
 MQ0421'SOUTH OF A GRAVELED ROAD LEADING EAST, 65.8 M (215.9 FT) NORTHEAST OF
 MQ0421'THE CENTERLINE OF THE HIGHWAY, AND 6.5 M (21.3 FT) NORTHEAST OF THE
 MQ0421'CENTER OF A TRACK ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 MQ0421'5-INCH LOGO CAP.
 MQ0421'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 MQ0421'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9038 ***********************************************************************
 AD9038  DESIGNATION -  Q 346
 AD9038  PID         -  AD9038
 AD9038  STATE/COUNTY-  WY/CROOK
 AD9038  USGS QUAD   -  DEVILS RUN (1984)
 AD9038
 AD9038                         *CURRENT SURVEY CONTROL
 AD9038  ___________________________________________________________________
 AD9038* NAD 83(1986)-  44 56 25.     (N)    104 17 11.     (W)     SCALED    
 AD9038* NAVD 88     -      1095.818  (meters)    3595.20   (feet)  ADJUSTED  
 AD9038  ___________________________________________________________________
 AD9038  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 AD9038  DYNAMIC HT  -        1095.525 (meters)    3594.23  (feet)  COMP
 AD9038  MODELED GRAV-     980,311.7   (mgal)                       NAVD 88
 AD9038
 AD9038  VERT ORDER  -  FIRST     CLASS II
 AD9038
 AD9038.The horizontal coordinates were scaled from a topographic map and have
 AD9038.an estimated accuracy of +/- 6 seconds.
 AD9038
 AD9038.The orthometric height was determined by differential leveling
 AD9038.and adjusted by the National Geodetic Survey in July 1998..
 AD9038
 AD9038.The geoid height was determined by GEOID03.
 AD9038
 AD9038.The dynamic height is computed by dividing the NAVD 88
 AD9038.geopotential number by the normal gravity value computed on the
 AD9038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9038.degrees latitude (g = 980.6199 gals.).
 AD9038
 AD9038.The modeled gravity was interpolated from observed gravity values.
 AD9038
 AD9038;                    North         East    Units  Estimated Accuracy
 AD9038;SPC WY E     -   493,610.      269,480.      MT  (+/- 180 meters Scaled)
 AD9038
 AD9038                          SUPERSEDED SURVEY CONTROL
 AD9038
 AD9038.No superseded survey control is available for this station.
 AD9038
 AD9038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK563765(NAD 83)
 AD9038_MARKER: I = METAL ROD
 AD9038_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9038_STAMPING: Q 346 1995
 AD9038_MARK LOGO: NGS   
 AD9038_PROJECTION: FLUSH
 AD9038_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9038+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9038_ROD/PIPE-DEPTH: 4.6  meters
 AD9038_SLEEVE-DEPTH  : 0.9 meters
 AD9038
 AD9038  HISTORY     - Date     Condition        Report By
 AD9038  HISTORY     - 1995     MONUMENTED       NGS
 AD9038
 AD9038                          STATION DESCRIPTION
 AD9038
 AD9038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9038'13.9 KM (8.65 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9038'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 61.7 M (202.4 FT)
 AD9038'SOUTHEAST OF THE SOUTHWEST END OF A LIVESTOCK CROSSOVER, 29.9 M (98.1
 AD9038'FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 27.5 M (90.2 FT) NORTHWEST OF
 AD9038'THE EXTENDED CENTER OF A DRIVEWAY LEADING NORTH, 0.8 M (2.6 FT) BELOW
 AD9038'THE LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTHEAST OF A WITNESS
 AD9038'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD9038'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AD9038'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0427 ***********************************************************************
 PV0427  DESIGNATION -  Q 353
 PV0427  PID         -  PV0427
 PV0427  STATE/COUNTY-  WY/CROOK
 PV0427  USGS QUAD   -  FREDA CREEK (1982)
 PV0427
 PV0427                         *CURRENT SURVEY CONTROL
 PV0427  ___________________________________________________________________
 PV0427* NAD 83(1986)-  44 11 42.     (N)    104 48 49.     (W)     SCALED    
 PV0427* NAVD 88     -      1311.176  (meters)    4301.75   (feet)  ADJUSTED  
 PV0427  ___________________________________________________________________
 PV0427  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PV0427  DYNAMIC HT  -        1310.645 (meters)    4300.01  (feet)  COMP
 PV0427  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 PV0427
 PV0427  VERT ORDER  -  FIRST     CLASS II
 PV0427
 PV0427.The horizontal coordinates were scaled from a topographic map and have
 PV0427.an estimated accuracy of +/- 6 seconds.
 PV0427
 PV0427.The orthometric height was determined by differential leveling
 PV0427.and adjusted by the National Geodetic Survey in June 1991..
 PV0427
 PV0427.The geoid height was determined by GEOID03.
 PV0427
 PV0427.The dynamic height is computed by dividing the NAVD 88
 PV0427.geopotential number by the normal gravity value computed on the
 PV0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0427.degrees latitude (g = 980.6199 gals.).
 PV0427
 PV0427.The modeled gravity was interpolated from observed gravity values.
 PV0427
 PV0427;                    North         East    Units  Estimated Accuracy
 PV0427;SPC WY E     -   410,480.      228,220.      MT  (+/- 180 meters Scaled)
 PV0427
 PV0427                          SUPERSEDED SURVEY CONTROL
 PV0427
 PV0427.No superseded survey control is available for this station.
 PV0427
 PV0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ148935(NAD 83)
 PV0427_MARKER: I = METAL ROD
 PV0427_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0427+WITH SETTING: INFORMATION.
 PV0427_SP_SET: SHALLOW-SET METAL ROD
 PV0427_STAMPING: Q 353 1985
 PV0427_MARK LOGO: NGS   
 PV0427_PROJECTION: FLUSH
 PV0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0427_ROD/PIPE-DEPTH: 1.5  meters
 PV0427
 PV0427  HISTORY     - Date     Condition        Report By
 PV0427  HISTORY     - 1985     MONUMENTED       NGS
 PV0427
 PV0427                          STATION DESCRIPTION
 PV0427
 PV0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0427'13.8 KM (8.6 MI) SE FROM MOORCROFT.
 PV0427'13.8 KM (8.6 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE JUNCTION OF US
 PV0427'HIGHWAY 14 AT MOORCROFT, ON THE NORTHWEST BASE OF A SMALL LOW HILL,
 PV0427'3.25 KM (2.05 MI) NORTHWEST OF THE CROOK-WESTON COUNTY LINE, 0.75 KM
 PV0427'(0.45 MI) SOUTHEAST OF MILEPOST 8, 29.9 METERS (98 FT) NORTHEAST OF
 PV0427'THE HIGHWAY CENTERLINE, 8.5 METERS (28 FT) SOUTHEAST OF THE SOUTHEAST
 PV0427'END OF A WIRE GATE AND 0.5 METER (1.5 FT) SOUTHWEST OF A RIGHT-OF-WAY
 PV0427'FENCE.  ROD SET TO 5-FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM
 PV0427'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0427'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 PV0427'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0359 ***********************************************************************
 PV0359  DESIGNATION -  Q 354
 PV0359  PID         -  PV0359
 PV0359  STATE/COUNTY-  WY/CAMPBELL
 PV0359  USGS QUAD   -  PLEASANTDALE (1971)
 PV0359
 PV0359                         *CURRENT SURVEY CONTROL
 PV0359  ___________________________________________________________________
 PV0359* NAD 83(1986)-  44 06 33.     (N)    105 42 39.     (W)     SCALED    
 PV0359* NAVD 88     -      1501.464  (meters)    4926.05   (feet)  ADJUSTED  
 PV0359  ___________________________________________________________________
 PV0359  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 PV0359  DYNAMIC HT  -        1500.754 (meters)    4923.72  (feet)  COMP
 PV0359  MODELED GRAV-     980,092.9   (mgal)                       NAVD 88
 PV0359
 PV0359  VERT ORDER  -  FIRST     CLASS II
 PV0359
 PV0359.The horizontal coordinates were scaled from a topographic map and have
 PV0359.an estimated accuracy of +/- 6 seconds.
 PV0359
 PV0359.The orthometric height was determined by differential leveling
 PV0359.and adjusted by the National Geodetic Survey in June 1991..
 PV0359
 PV0359.The geoid height was determined by GEOID03.
 PV0359
 PV0359.The dynamic height is computed by dividing the NAVD 88
 PV0359.geopotential number by the normal gravity value computed on the
 PV0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0359.degrees latitude (g = 980.6199 gals.).
 PV0359
 PV0359.The modeled gravity was interpolated from observed gravity values.
 PV0359
 PV0359;                    North         East    Units  Estimated Accuracy
 PV0359;SPC WY E     -   401,020.      156,440.      MT  (+/- 180 meters Scaled)
 PV0359
 PV0359                          SUPERSEDED SURVEY CONTROL
 PV0359
 PV0359  NGVD 29 (06/08/92) 1500.705  (m)         4923.56   (f) ADJUSTED    1 2
 PV0359
 PV0359.Superseded values are not recommended for survey control.
 PV0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0359.See file dsdata.txt to determine how the superseded data were derived.
 PV0359
 PV0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ431842(NAD 83)
 PV0359_MARKER: I = METAL ROD
 PV0359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0359_SP_SET: STAINLESS STEEL ROD
 PV0359_STAMPING: Q 354 1985
 PV0359_MARK LOGO: NGS   
 PV0359_PROJECTION: FLUSH
 PV0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0359_ROD/PIPE-DEPTH: 7.3  meters
 PV0359
 PV0359  HISTORY     - Date     Condition        Report By
 PV0359  HISTORY     - 1985     MONUMENTED       NGS
 PV0359
 PV0359                          STATION DESCRIPTION
 PV0359
 PV0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0359'26.6 KM (16.5 MI) SW FROM GILLETTE.
 PV0359'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0359'IN GILLETTE, THENCE 21.26 KM (13.21 MI) SOUTHWEST ALONG STATE HIGHWAY
 PV0359'50, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING
 PV0359'EAST, AT THE NORTH ONE OF A TRIPLE BRACED WOODEN POST FOR A WIRE GATE
 PV0359'IN THE RIGHT OF WAY FENCE, 0.31 KM (0.19 MI) NORTHEAST OF MILEPOST 18,
 PV0359'29.3 METERS (96 FT) EAST OF THE HIGHWAY CENTERLINE, 8.4 METERS (27.5
 PV0359'FT) NORTH OF THE CENTER OF THE ROAD, 9.1 METERS (30 FT) SOUTHWEST OF
 PV0359'THE FIRST POWER POLE NORTH OF THE T JUNCTION AND 0.5 METER (1.5 FT)
 PV0359'WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PV0359'THROUGH A 5-INCH LOGO CAP.
 PV0359'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0359'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0314 ***********************************************************************
 OU0314  DESIGNATION -  Q 355
 OU0314  PID         -  OU0314
 OU0314  STATE/COUNTY-  WY/CAMPBELL
 OU0314  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0314
 OU0314                         *CURRENT SURVEY CONTROL
 OU0314  ___________________________________________________________________
 OU0314* NAD 83(1986)-  43 39 49.     (N)    105 47 05.     (W)     SCALED    
 OU0314* NAVD 88     -      1614.784  (meters)    5297.84   (feet)  ADJUSTED  
 OU0314  ___________________________________________________________________
 OU0314  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 OU0314  DYNAMIC HT  -        1613.878 (meters)    5294.86  (feet)  COMP
 OU0314  MODELED GRAV-     980,001.4   (mgal)                       NAVD 88
 OU0314
 OU0314  VERT ORDER  -  FIRST     CLASS II
 OU0314
 OU0314.The horizontal coordinates were scaled from a topographic map and have
 OU0314.an estimated accuracy of +/- 6 seconds.
 OU0314
 OU0314.The orthometric height was determined by differential leveling
 OU0314.and adjusted by the National Geodetic Survey in June 1991..
 OU0314
 OU0314.The geoid height was determined by GEOID03.
 OU0314
 OU0314.The dynamic height is computed by dividing the NAVD 88
 OU0314.geopotential number by the normal gravity value computed on the
 OU0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0314.degrees latitude (g = 980.6199 gals.).
 OU0314
 OU0314.The modeled gravity was interpolated from observed gravity values.
 OU0314
 OU0314;                    North         East    Units  Estimated Accuracy
 OU0314;SPC WY E     -   351,560.      150,150.      MT  (+/- 180 meters Scaled)
 OU0314
 OU0314                          SUPERSEDED SURVEY CONTROL
 OU0314
 OU0314  NGVD 29 (06/08/92) 1613.950  (m)         5295.10   (f) ADJUSTED    1 2
 OU0314
 OU0314.Superseded values are not recommended for survey control.
 OU0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0314.See file dsdata.txt to determine how the superseded data were derived.
 OU0314
 OU0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ367348(NAD 83)
 OU0314_MARKER: I = METAL ROD
 OU0314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0314_SP_SET: STAINLESS STEEL ROD
 OU0314_STAMPING: Q 355 1985
 OU0314_MARK LOGO: NGS   
 OU0314_PROJECTION: FLUSH
 OU0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0314_ROD/PIPE-DEPTH: 6.7  meters
 OU0314
 OU0314  HISTORY     - Date     Condition        Report By
 OU0314  HISTORY     - 1985     MONUMENTED       NGS
 OU0314
 OU0314                          STATION DESCRIPTION
 OU0314
 OU0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0314'5.2 KM (3.25 MI) NORTH FROM PINE TREE JUNCTION.
 OU0314'5.2 KM (3.25 MI) NORTH ALONG STATE HIGHWAY 50 FROM PINE TREE JUNCTION,
 OU0314'AT AN ANGLE IRON BRACE, AT THE SOUTH ANGLED OFFSET IN THE RIGHT OF WAY
 OU0314'FENCE AROUND A RAVINE, 30.2 METERS (99 FT) EAST OF THE HIGHWAY
 OU0314'CENTERLINE, 39.5 METERS (129.5 FT) SOUTH OF THE EAST END OF A 36-INCH
 OU0314'PIPE CULVERT, 21.0 METERS (68.5 FT) NORTH OF A POWER POLE, 3.6 METERS
 OU0314'(11.7 FT) SOUTH OF THE BRACED ANGLE IRON POST AT THE OFFSET AND
 OU0314'0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 OU0314'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0314'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 OU0314'THE MARK IS 2.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0275 ***********************************************************************
 OV0275  DESIGNATION -  Q 356
 OV0275  PID         -  OV0275
 OV0275  STATE/COUNTY-  WY/JOHNSON
 OV0275  USGS QUAD   -  LINCH (1973)
 OV0275
 OV0275                         *CURRENT SURVEY CONTROL
 OV0275  ___________________________________________________________________
 OV0275* NAD 83(1986)-  43 32 38.     (N)    106 07 40.     (W)     SCALED    
 OV0275* NAVD 88     -      1622.359  (meters)    5322.69   (feet)  ADJUSTED  
 OV0275  ___________________________________________________________________
 OV0275  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 OV0275  DYNAMIC HT  -        1621.433 (meters)    5319.65  (feet)  COMP
 OV0275  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 OV0275
 OV0275  VERT ORDER  -  FIRST     CLASS II
 OV0275
 OV0275.The horizontal coordinates were scaled from a topographic map and have
 OV0275.an estimated accuracy of +/- 6 seconds.
 OV0275
 OV0275.The orthometric height was determined by differential leveling
 OV0275.and adjusted by the National Geodetic Survey in June 1991..
 OV0275
 OV0275.The geoid height was determined by GEOID03.
 OV0275
 OV0275.The dynamic height is computed by dividing the NAVD 88
 OV0275.geopotential number by the normal gravity value computed on the
 OV0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0275.degrees latitude (g = 980.6199 gals.).
 OV0275
 OV0275.The modeled gravity was interpolated from observed gravity values.
 OV0275
 OV0275;                    North         East    Units  Estimated Accuracy
 OV0275;SPC WYEC     -   438,780.      497,430.      MT  (+/- 180 meters Scaled)
 OV0275
 OV0275                          SUPERSEDED SURVEY CONTROL
 OV0275
 OV0275  NGVD 29 (06/08/92) 1621.522  (m)         5319.94   (f) ADJUSTED    1 2
 OV0275
 OV0275.Superseded values are not recommended for survey control.
 OV0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0275.See file dsdata.txt to determine how the superseded data were derived.
 OV0275
 OV0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ088218(NAD 83)
 OV0275_MARKER: I = METAL ROD
 OV0275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0275_SP_SET: STAINLESS STEEL ROD
 OV0275_STAMPING: Q 356 1985
 OV0275_MARK LOGO: NGS   
 OV0275_PROJECTION: FLUSH
 OV0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0275_ROD/PIPE-DEPTH: 4.6  meters
 OV0275
 OV0275  HISTORY     - Date     Condition        Report By
 OV0275  HISTORY     - 1985     MONUMENTED       NGS
 OV0275
 OV0275                          STATION DESCRIPTION
 OV0275
 OV0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0275'20.6 KM (12.8 MI) NE FROM MIDWEST.
 OV0275'20.60 KM (12.80 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE
 OV0275'JUNCTION OF STATE HIGHWAY 259 AT MIDWEST, AT THE T JUNCTION OF STATE
 OV0275'HIGHWAY 192 LEADING NORTH TO LINCH, 0.51 KM (0.32 MI) SOUTHWEST OF
 OV0275'MILEPOST 113, 29.6 METERS (97 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 OV0275'56.7 METERS (186 FT) NORTHEAST OF THE EXTENDED CENTER OF STATE HIGHWAY
 OV0275'192, 4.4 METERS (14.4 FT) SOUTHWEST OF THE WEST END OF A WIRE GATE IN
 OV0275'THE RIGHT OF WAY FENCE.
 OV0275'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OV0275'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0387 ***********************************************************************
 PV0387  DESIGNATION -  Q 357
 PV0387  PID         -  PV0387
 PV0387  STATE/COUNTY-  WY/CAMPBELL
 PV0387  USGS QUAD   -  WESTON SW (1972)
 PV0387
 PV0387                         *CURRENT SURVEY CONTROL
 PV0387  ___________________________________________________________________
 PV0387* NAD 83(1986)-  44 33 35.     (N)    105 22 39.     (W)     SCALED    
 PV0387* NAVD 88     -      1180.474  (meters)    3872.94   (feet)  ADJUSTED  
 PV0387  ___________________________________________________________________
 PV0387  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 PV0387  DYNAMIC HT  -        1180.071 (meters)    3871.62  (feet)  COMP
 PV0387  MODELED GRAV-     980,235.1   (mgal)                       NAVD 88
 PV0387
 PV0387  VERT ORDER  -  FIRST     CLASS II
 PV0387
 PV0387.The horizontal coordinates were scaled from a topographic map and have
 PV0387.an estimated accuracy of +/- 6 seconds.
 PV0387
 PV0387.The orthometric height was determined by differential leveling
 PV0387.and adjusted by the National Geodetic Survey in June 1991..
 PV0387
 PV0387.The geoid height was determined by GEOID03.
 PV0387
 PV0387.The dynamic height is computed by dividing the NAVD 88
 PV0387.geopotential number by the normal gravity value computed on the
 PV0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0387.degrees latitude (g = 980.6199 gals.).
 PV0387
 PV0387.The modeled gravity was interpolated from observed gravity values.
 PV0387
 PV0387;                    North         East    Units  Estimated Accuracy
 PV0387;SPC WY E     -   450,960.      183,250.      MT  (+/- 180 meters Scaled)
 PV0387
 PV0387                          SUPERSEDED SURVEY CONTROL
 PV0387
 PV0387.No superseded survey control is available for this station.
 PV0387
 PV0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK700341(NAD 83)
 PV0387_MARKER: I = METAL ROD
 PV0387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0387_SP_SET: STAINLESS STEEL ROD
 PV0387_STAMPING: Q 357 1985
 PV0387_MARK LOGO: NGS   
 PV0387_PROJECTION: FLUSH
 PV0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0387_ROD/PIPE-DEPTH: 7.3  meters
 PV0387
 PV0387  HISTORY     - Date     Condition        Report By
 PV0387  HISTORY     - 1985     MONUMENTED       NGS
 PV0387
 PV0387                          STATION DESCRIPTION
 PV0387
 PV0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0387'39.5 KM (24.55 MI) NORTH FROM GILLETTE.
 PV0387'39.49 KM (24.54 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0387'GILLETTE AVENUE AT GILLETTE, IN THE CENTER OF A DOUBLE CONCRETE POST
 PV0387'BRACE IN THE RIGHT OF WAY FENCE, 1.67 KM (1.04 MI) NORTHEAST OF THE
 PV0387'NORTHEAST END OF A BRIDGE OVER THE LITTLE POWDER RIVER, 0.63 KM (0.39
 PV0387'MI) NORTHEAST OF MILEPOST 137, 29.6 METERS (97 FT) NORTHWEST OF THE
 PV0387'HIGHWAY CNETERLINE, 86.9 METERS (285 FT) NORTHEAST OF THE NORTH GUY
 PV0387'WIRED POWER POLE FOR A POWER LINE CROSSING, 25.3 METERS (83 FT)
 PV0387'SOUTHEAST OF THE SECOND POWER POLE NORTH OF THE POWER LINE CROSSING
 PV0387'AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE.
 PV0387'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0387'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PV0387'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0415 ***********************************************************************
 PV0415  DESIGNATION -  Q 358
 PV0415  PID         -  PV0415
 PV0415  STATE/COUNTY-  WY/CAMPBELL
 PV0415  USGS QUAD   -  ROZET (1971)
 PV0415
 PV0415                         *CURRENT SURVEY CONTROL
 PV0415  ___________________________________________________________________
 PV0415* NAD 83(1986)-  44 16 51.     (N)    105 08 43.     (W)     SCALED    
 PV0415* NAVD 88     -      1294.751  (meters)    4247.86   (feet)  ADJUSTED  
 PV0415  ___________________________________________________________________
 PV0415  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0415  DYNAMIC HT  -        1294.222 (meters)    4246.13  (feet)  COMP
 PV0415  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 PV0415
 PV0415  VERT ORDER  -  FIRST     CLASS II
 PV0415
 PV0415.The horizontal coordinates were scaled from a topographic map and have
 PV0415.an estimated accuracy of +/- 6 seconds.
 PV0415
 PV0415.The orthometric height was determined by differential leveling
 PV0415.and adjusted by the National Geodetic Survey in June 1991..
 PV0415
 PV0415.The geoid height was determined by GEOID03.
 PV0415
 PV0415.The dynamic height is computed by dividing the NAVD 88
 PV0415.geopotential number by the normal gravity value computed on the
 PV0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0415.degrees latitude (g = 980.6199 gals.).
 PV0415
 PV0415.The modeled gravity was interpolated from observed gravity values.
 PV0415
 PV0415;                    North         East    Units  Estimated Accuracy
 PV0415;SPC WY E     -   419,950.      201,710.      MT  (+/- 180 meters Scaled)
 PV0415
 PV0415                          SUPERSEDED SURVEY CONTROL
 PV0415
 PV0415.No superseded survey control is available for this station.
 PV0415
 PV0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK884030(NAD 83)
 PV0415_MARKER: I = METAL ROD
 PV0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0415_SP_SET: STAINLESS STEEL ROD
 PV0415_STAMPING: Q 358 1985
 PV0415_MARK LOGO: NGS   
 PV0415_PROJECTION: FLUSH
 PV0415_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0415_ROD/PIPE-DEPTH: 12.0 meters
 PV0415
 PV0415  HISTORY     - Date     Condition        Report By
 PV0415  HISTORY     - 1985     MONUMENTED       NGS
 PV0415  HISTORY     - 20000609 GOOD             USGS
 PV0415
 PV0415                          STATION DESCRIPTION
 PV0415
 PV0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0415'16.5 KM (10.25 MI) WEST FROM MOORCROFT.
 PV0415'16.52 KM (10.27 MI) WEST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0415'FROM THE JUNCTION OF US HIGHWAY 14 AT MOORCROFT, IN THE NORTHWEST
 PV0415'CORNER OF THE JUNCTION OF STEWART ROAD LEADING NORTH, 0.45 KM (0.28
 PV0415'MI) WEST OF MILEPOST 144, 69.5 METERS (228 FT) NORTH OF THE HIGHWAY
 PV0415'CENTERLINE, 15.2 METERS (50 FT) WEST OF THE CENTER OF THE ROAD, 49.1
 PV0415'METERS (161 FT) SOUTH OF THE SOUTH RAIL OF THE BURLINGTON NORTHERN
 PV0415'RAILROAD, 5.6 METERS (18.5 FT) SOUTHWEST OF A POWER POLE WITH 3 GUY
 PV0415'WIRES AND 4.6 METERS (15 FT) WEST OF A RIGHT-OF-WAY FENCE.
 PV0415'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0415'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PV0415'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PV0415
 PV0415                          STATION RECOVERY (2000)
 PV0415
 PV0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0415'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0318 ***********************************************************************
 PW0318  DESIGNATION -  Q 36
 PW0318  PID         -  PW0318
 PW0318  STATE/COUNTY-  WY/WASHAKIE
 PW0318  USGS QUAD   -  BROOM DRAW (1976)
 PW0318
 PW0318                         *CURRENT SURVEY CONTROL
 PW0318  ___________________________________________________________________
 PW0318* NAD 83(1986)-  44 01 48.     (N)    107 44 38.     (W)     SCALED    
 PW0318* NAVD 88     -      1380.979  (meters)    4530.76   (feet)  ADJUSTED  
 PW0318  ___________________________________________________________________
 PW0318  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 PW0318  DYNAMIC HT  -        1380.314 (meters)    4528.58  (feet)  COMP
 PW0318  MODELED GRAV-     980,089.1   (mgal)                       NAVD 88
 PW0318
 PW0318  VERT ORDER  -  FIRST     CLASS II
 PW0318
 PW0318.The horizontal coordinates were scaled from a topographic map and have
 PW0318.an estimated accuracy of +/- 6 seconds.
 PW0318
 PW0318.The orthometric height was determined by differential leveling
 PW0318.and adjusted by the National Geodetic Survey in June 1991..
 PW0318
 PW0318.The geoid height was determined by GEOID03.
 PW0318
 PW0318.The dynamic height is computed by dividing the NAVD 88
 PW0318.geopotential number by the normal gravity value computed on the
 PW0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0318.degrees latitude (g = 980.6199 gals.).
 PW0318
 PW0318.The modeled gravity was interpolated from observed gravity values.
 PW0318
 PW0318;                    North         East    Units  Estimated Accuracy
 PW0318;SPC WYEC     -   492,160.      367,090.      MT  (+/- 180 meters Scaled)
 PW0318
 PW0318                          SUPERSEDED SURVEY CONTROL
 PW0318
 PW0318  NGVD 29 (??/??/92) 1380.176  (m)         4528.13   (f) ADJ UNCH    1 2
 PW0318
 PW0318.Superseded values are not recommended for survey control.
 PW0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0318.See file dsdata.txt to determine how the superseded data were derived.
 PW0318
 PW0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ801788(NAD 83)
 PW0318_MARKER: DB = BENCH MARK DISK
 PW0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0318_SP_SET: CULVERT
 PW0318_STAMPING: Q 36 1934
 PW0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0318
 PW0318  HISTORY     - Date     Condition        Report By
 PW0318  HISTORY     - 1934     MONUMENTED       CGS
 PW0318  HISTORY     - 1966     GOOD             USGS
 PW0318
 PW0318                          STATION DESCRIPTION
 PW0318
 PW0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0318'11.5 MI E FROM WORLAND.
 PW0318'11.5 MILES EAST ALONG U.S. HIGHWAY 16 FROM WORLAND, WASHAKIE COUNTY,
 PW0318'0.7 MILE EAST OF THE EAST CROSSING OVER SAND DRAW CREEK, AT A CONCRETE
 PW0318'CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 1.0 FEET EAST OF THE
 PW0318'SOUTHWEST CORNER, AND 20.8 FEET SOUTH OF THE CENTERLINE OF THE
 PW0318'HIGHWAY.  A STANDARD DISK, STAMPED Q 36 1934.
 PW0318
 PW0318                          STATION RECOVERY (1966)
 PW0318
 PW0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0309 ***********************************************************************
 OV0309  DESIGNATION -  Q 360
 OV0309  PID         -  OV0309
 OV0309  STATE/COUNTY-  WY/NATRONA
 OV0309  USGS QUAD   -  TEAPOT ROCK (1978)
 OV0309
 OV0309                         *CURRENT SURVEY CONTROL
 OV0309  ___________________________________________________________________
 OV0309* NAD 83(1986)-  43 11 03.     (N)    106 19 39.     (W)     SCALED    
 OV0309* NAVD 88     -      1639.511  (meters)    5378.96   (feet)  ADJUSTED  
 OV0309  ___________________________________________________________________
 OV0309  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 OV0309  DYNAMIC HT  -        1638.520 (meters)    5375.71  (feet)  COMP
 OV0309  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 OV0309
 OV0309  VERT ORDER  -  FIRST     CLASS II
 OV0309
 OV0309.The horizontal coordinates were scaled from a topographic map and have
 OV0309.an estimated accuracy of +/- 6 seconds.
 OV0309
 OV0309.The orthometric height was determined by differential leveling
 OV0309.and adjusted by the National Geodetic Survey in June 1991..
 OV0309
 OV0309.The geoid height was determined by GEOID03.
 OV0309
 OV0309.The dynamic height is computed by dividing the NAVD 88
 OV0309.geopotential number by the normal gravity value computed on the
 OV0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0309.degrees latitude (g = 980.6199 gals.).
 OV0309
 OV0309.The modeled gravity was interpolated from observed gravity values.
 OV0309
 OV0309;                    North         East    Units  Estimated Accuracy
 OV0309;SPC WYEC     -   398,600.      481,770.      MT  (+/- 180 meters Scaled)
 OV0309
 OV0309                          SUPERSEDED SURVEY CONTROL
 OV0309
 OV0309  NGVD 29 (06/08/92) 1638.634  (m)         5376.09   (f) ADJUSTED    1 2
 OV0309
 OV0309.Superseded values are not recommended for survey control.
 OV0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0309.See file dsdata.txt to determine how the superseded data were derived.
 OV0309
 OV0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH921821(NAD 83)
 OV0309_MARKER: I = METAL ROD
 OV0309_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0309_SP_SET: STAINLESS STEEL ROD
 OV0309_STAMPING: Q 360 1985
 OV0309_MARK LOGO: NGS   
 OV0309_PROJECTION: FLUSH
 OV0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0309_ROD/PIPE-DEPTH: 18.3 meters
 OV0309
 OV0309  HISTORY     - Date     Condition        Report By
 OV0309  HISTORY     - 1985     MONUMENTED       NGS
 OV0309
 OV0309                          STATION DESCRIPTION
 OV0309
 OV0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0309'26.8 KM (16.65 MI) SOUTH FROM MIDWEST.
 OV0309'26.82 KM (16.67 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0309'STATE HIGHWAY 387 AT MIDWEST, IN THE TOP OF THE SOUTH END OF A FLAT
 OV0309'BETWEEN TWO RAVINES, 1.60 KM (0.99 MI) NORTH OF THE T JUNCTION OF
 OV0309'HORSE CREEK ROAD LEADING WEST, 0.77 KM (0.48 MI) SOUTH OF MILEPOST 12,
 OV0309'45.7 METERS (150 FT) EAST OF THE HIGHWAY CENTERLINE, 61.6 METERS (202
 OV0309'FT) NORTHEAST OF THE EAST END OF A 24-INCH CONCRETE PIPE CULVERT AND
 OV0309'0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 OV0309'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OV0309'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OV0309'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0329 ***********************************************************************
 OU0329  DESIGNATION -  Q 361
 OU0329  PID         -  OU0329
 OU0329  STATE/COUNTY-  WY/WESTON
 OU0329  USGS QUAD   -  OSAGE (1972)
 OU0329
 OU0329                         *CURRENT SURVEY CONTROL
 OU0329  ___________________________________________________________________
 OU0329* NAD 83(1986)-  43 59 08.     (N)    104 27 11.     (W)     SCALED    
 OU0329* NAVD 88     -      1300.376  (meters)    4266.32   (feet)  ADJUSTED  
 OU0329  ___________________________________________________________________
 OU0329  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 OU0329  DYNAMIC HT  -        1299.826 (meters)    4264.51  (feet)  COMP
 OU0329  MODELED GRAV-     980,150.4   (mgal)                       NAVD 88
 OU0329
 OU0329  VERT ORDER  -  FIRST     CLASS II
 OU0329
 OU0329.The horizontal coordinates were scaled from a topographic map and have
 OU0329.an estimated accuracy of +/- 6 seconds.
 OU0329
 OU0329.The orthometric height was determined by differential leveling
 OU0329.and adjusted by the National Geodetic Survey in June 1991..
 OU0329
 OU0329.The geoid height was determined by GEOID03.
 OU0329
 OU0329.The dynamic height is computed by dividing the NAVD 88
 OU0329.geopotential number by the normal gravity value computed on the
 OU0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0329.degrees latitude (g = 980.6199 gals.).
 OU0329
 OU0329.The modeled gravity was interpolated from observed gravity values.
 OU0329
 OU0329;                    North         East    Units  Estimated Accuracy
 OU0329;SPC WY E     -   387,390.      257,250.      MT  (+/- 180 meters Scaled)
 OU0329
 OU0329                          SUPERSEDED SURVEY CONTROL
 OU0329
 OU0329.No superseded survey control is available for this station.
 OU0329
 OU0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ438704(NAD 83)
 OU0329_MARKER: I = METAL ROD
 OU0329_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0329+WITH SETTING: INFORMATION.
 OU0329_SP_SET: SHALLOW-SET METAL ROD
 OU0329_STAMPING: Q 361 1985
 OU0329_MARK LOGO: NGS   
 OU0329_PROJECTION: FLUSH
 OU0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0329_ROD/PIPE-DEPTH: 2.1  meters
 OU0329
 OU0329  HISTORY     - Date     Condition        Report By
 OU0329  HISTORY     - 1985     MONUMENTED       NGS
 OU0329
 OU0329                          STATION DESCRIPTION
 OU0329
 OU0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0329'19.3 KM (12.0 MI) SE FROM UPTON.
 OU0329'19.3 KM (12.05 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 OU0329'UPTON, 0.7 KM (0.4 MI) NORTHWEST OF MILEPOST 232, 0.38 KM (0.24 MI)
 OU0329'NORTHWEST OF THE Y JUNCTION OF A DIRT ROAD LEADING NORTH, 44.6 METERS
 OU0329'(146.5 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 0.9 METER (3 FT)
 OU0329'NORTHWEST OF THE SOUTHEAST END OF A WOODEN RIGHT-OF-WAY FENCE BRACE
 OU0329'AND 0.5 METER (1.5 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  ROD SET
 OU0329'TO 7-FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD
 OU0329'THROUGH A 5-INCH LOGO CAP.
 OU0329'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OU0329'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0356 ***********************************************************************
 OU0356  DESIGNATION -  Q 362
 OU0356  PID         -  OU0356
 OU0356  STATE/COUNTY-  WY/WESTON
 OU0356  USGS QUAD   -  CLIFTON (1951)
 OU0356
 OU0356                         *CURRENT SURVEY CONTROL
 OU0356  ___________________________________________________________________
 OU0356* NAD 83(1986)-  43 37 52.     (N)    104 06 47.     (W)     SCALED    
 OU0356* NAVD 88     -      1202.963  (meters)    3946.72   (feet)  ADJUSTED  
 OU0356  ___________________________________________________________________
 OU0356  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 OU0356  DYNAMIC HT  -        1202.458 (meters)    3945.06  (feet)  COMP
 OU0356  MODELED GRAV-     980,157.4   (mgal)                       NAVD 88
 OU0356
 OU0356  VERT ORDER  -  FIRST     CLASS II
 OU0356
 OU0356.The horizontal coordinates were scaled from a topographic map and have
 OU0356.an estimated accuracy of +/- 6 seconds.
 OU0356
 OU0356.The orthometric height was determined by differential leveling
 OU0356.and adjusted by the National Geodetic Survey in June 1991..
 OU0356
 OU0356.The geoid height was determined by GEOID03.
 OU0356
 OU0356.The dynamic height is computed by dividing the NAVD 88
 OU0356.geopotential number by the normal gravity value computed on the
 OU0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0356.degrees latitude (g = 980.6199 gals.).
 OU0356
 OU0356.The modeled gravity was interpolated from observed gravity values.
 OU0356
 OU0356;                    North         East    Units  Estimated Accuracy
 OU0356;SPC WY E     -   348,310.      285,020.      MT  (+/- 180 meters Scaled)
 OU0356
 OU0356                          SUPERSEDED SURVEY CONTROL
 OU0356
 OU0356.No superseded survey control is available for this station.
 OU0356
 OU0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ715312(NAD 83)
 OU0356_MARKER: I = METAL ROD
 OU0356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0356_SP_SET: STAINLESS STEEL ROD
 OU0356_STAMPING: Q 362 1985
 OU0356_MARK LOGO: NGS   
 OU0356_PROJECTION: FLUSH
 OU0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0356_ROD/PIPE-DEPTH: 6.1  meters
 OU0356
 OU0356  HISTORY     - Date     Condition        Report By
 OU0356  HISTORY     - 1985     MONUMENTED       NGS
 OU0356
 OU0356                          STATION DESCRIPTION
 OU0356
 OU0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0356'26.3 KM (16.35 MI) SOUTH FROM NEWCASTLE.
 OU0356'26.3 KM (16.35 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0356'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0356'NEWCASTLE, 2.35 KM (1.45 MI) NORTH OF THE T JUNCTION OF A DIRT ROAD
 OU0356'LEADING WEST TO M.W. LAKE, IN THE INSIDE OF THE WEST FENCE CORNER FOR
 OU0356'AN OFFSET IN A RIGHT-OF-WAY FENCE, 28.3 METERS (93 FT) WEST OF THE
 OU0356'HIGHWAY CENTERLINE, 27.3 METERS (89.5 FT) SOUTHWEST OF THE WEST END OF
 OU0356'A 36-INCH PIPE CULVERT, 1.2 METERS (4 FT) EAST OF THE RIGHT-OF-WAY
 OU0356'FENCE AND 0.3 METER (1 FT) NORTH OF A FENCE.  NOTE--ACCESS TO DATUM
 OU0356'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0356'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 OU0356'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0330 ***********************************************************************
 NR0330  DESIGNATION -  Q 364
 NR0330  PID         -  NR0330
 NR0330  STATE/COUNTY-  WY/NATRONA
 NR0330  USGS QUAD   -  CASPER (1984)
 NR0330
 NR0330                         *CURRENT SURVEY CONTROL
 NR0330  ___________________________________________________________________
 NR0330* NAD 83(1986)-  42 51 42.     (N)    106 20 24.     (W)     SCALED    
 NR0330* NAVD 88     -      1592.831  (meters)    5225.81   (feet)  ADJUSTED  
 NR0330  ___________________________________________________________________
 NR0330  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0330  DYNAMIC HT  -        1591.842 (meters)    5222.57  (feet)  COMP
 NR0330  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 NR0330
 NR0330  VERT ORDER  -  FIRST     CLASS II
 NR0330
 NR0330.The horizontal coordinates were scaled from a topographic map and have
 NR0330.an estimated accuracy of +/- 6 seconds.
 NR0330
 NR0330.The orthometric height was determined by differential leveling
 NR0330.and adjusted by the National Geodetic Survey in June 1991..
 NR0330
 NR0330.The geoid height was determined by GEOID03.
 NR0330
 NR0330.The dynamic height is computed by dividing the NAVD 88
 NR0330.geopotential number by the normal gravity value computed on the
 NR0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0330.degrees latitude (g = 980.6199 gals.).
 NR0330
 NR0330.The modeled gravity was interpolated from observed gravity values.
 NR0330
 NR0330;                    North         East    Units  Estimated Accuracy
 NR0330;SPC WYEC     -   362,770.      481,170.      MT  (+/- 180 meters Scaled)
 NR0330
 NR0330                          SUPERSEDED SURVEY CONTROL
 NR0330
 NR0330  NGVD 29 (06/08/92) 1591.961  (m)         5222.96   (f) ADJUSTED    1 2
 NR0330
 NR0330.Superseded values are not recommended for survey control.
 NR0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0330.See file dsdata.txt to determine how the superseded data were derived.
 NR0330
 NR0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH905463(NAD 83)
 NR0330_MARKER: I = METAL ROD
 NR0330_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0330_SP_SET: STAINLESS STEEL ROD
 NR0330_STAMPING: Q 364 1985
 NR0330_MARK LOGO: NGS   
 NR0330_PROJECTION: FLUSH
 NR0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0330_ROD/PIPE-DEPTH: 6.1  meters
 NR0330
 NR0330  HISTORY     - Date     Condition        Report By
 NR0330  HISTORY     - 1985     MONUMENTED       NGS
 NR0330  HISTORY     - 19920825 GOOD             USPSQD
 NR0330
 NR0330                          STATION DESCRIPTION
 NR0330
 NR0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NR0330'1.4 KM (0.85 MI) NORTH FROM CASPER.
 NR0330'1.43 KM (0.89 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 NR0330'IN CASPER, IN TOP OF THE NORTHEAST END OF A TALL CUT, 0.10 KM (0.06
 NR0330'MI) NORTHEAST OF MILPOST 189, 27.4 METERS (90 FT) NORTHEAST OF THE
 NR0330'CENTER OF THE NORTH BOUND LANES, 28.7 METERS (94 FT) (SLOPE) WEST OF
 NR0330'THE WEST CORNER OF THE MOTEL 6 BUILDING, 21.0 METERS (69 FT) SOUTHEAST
 NR0330'OF A HIGH PRESSURE PIPE LINE CROSSING AND 0.3 METER (1 FT) SOUTHWEST
 NR0330'OF A CHAIN LINK FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NR0330'5-INCH LOGO CAP.
 NR0330'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NR0330'THE MARK IS 0.4 M ABOVE THE NORTH BOUND LANES.
 NR0330
 NR0330                          STATION RECOVERY (1992)
 NR0330
 NR0330'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 NR0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1022 ***********************************************************************
 PY1022  DESIGNATION -  Q 365
 PY1022  PID         -  PY1022
 PY1022  STATE/COUNTY-  WY/PARK
 PY1022  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY1022
 PY1022                         *CURRENT SURVEY CONTROL
 PY1022  ___________________________________________________________________
 PY1022* NAD 83(1986)-  44 57 29.     (N)    110 32 30.     (W)     SCALED    
 PY1022* NAVD 88     -      2106.275  (meters)    6910.34   (feet)  ADJUSTED  
 PY1022  ___________________________________________________________________
 PY1022  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 PY1022  DYNAMIC HT  -        2105.103 (meters)    6906.49  (feet)  COMP
 PY1022  MODELED GRAV-     979,985.0   (mgal)                       NAVD 88
 PY1022
 PY1022  VERT ORDER  -  FIRST     CLASS II
 PY1022
 PY1022.The horizontal coordinates were scaled from a topographic map and have
 PY1022.an estimated accuracy of +/- 6 seconds.
 PY1022
 PY1022.The orthometric height was determined by differential leveling
 PY1022.and adjusted by the National Geodetic Survey in June 1991..
 PY1022
 PY1022.The geoid height was determined by GEOID03.
 PY1022
 PY1022.The dynamic height is computed by dividing the NAVD 88
 PY1022.geopotential number by the normal gravity value computed on the
 PY1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1022.degrees latitude (g = 980.6199 gals.).
 PY1022
 PY1022.The modeled gravity was interpolated from observed gravity values.
 PY1022
 PY1022;                    North         East    Units  Estimated Accuracy
 PY1022;SPC WYWC     -   496,770.      458,640.      MT  (+/- 180 meters Scaled)
 PY1022
 PY1022                          SUPERSEDED SURVEY CONTROL
 PY1022
 PY1022  NGVD 29 (08/20/92) 2105.003  (m)         6906.16   (f) ADJUSTED    1 2
 PY1022
 PY1022.Superseded values are not recommended for survey control.
 PY1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1022.See file dsdata.txt to determine how the superseded data were derived.
 PY1022
 PY1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ361783(NAD 83)
 PY1022_MARKER: DB = BENCH MARK DISK
 PY1022_SETTING: 66 = SET IN ROCK OUTCROP
 PY1022_SP_SET: BEDROCK
 PY1022_STAMPING: Q 365 1987
 PY1022_MARK LOGO: NGS   
 PY1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1022+STABILITY: POSITION/ELEVATION WELL
 PY1022
 PY1022  HISTORY     - Date     Condition        Report By
 PY1022  HISTORY     - 1987     MONUMENTED       NGS
 PY1022
 PY1022                          STATION DESCRIPTION
 PY1022
 PY1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1022'14.8 KM (9.20 MI) WEST FROM TOWER JUNCTION.
 PY1022'14.8 KM (9.20 MI) WESTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1022'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, OR 15.4 KM (9.55
 PY1022'MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION HIGHWAY FROM
 PY1022'THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, NEAR THE CENTER OF A 2
 PY1022'BY 6 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 18.8 M (61.7 FT) SOUTH
 PY1022'OF THE CENTERLINE OF THE HIGHWAY, 6.4 M (21.0 FT) EAST OF THE CENTER
 PY1022'OF BLACK TAIL TERRACE DRIVE, AND 2.1 M (6.9 FT) WEST OF THE WEST FACE
 PY1022'OF A LARGE OUTCROP.
 PY1022'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0999 ***********************************************************************
 PY0999  DESIGNATION -  Q 366
 PY0999  PID         -  PY0999
 PY0999  STATE/COUNTY-  WY/PARK
 PY0999  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY0999
 PY0999                         *CURRENT SURVEY CONTROL
 PY0999  ___________________________________________________________________
 PY0999* NAD 83(1986)-  44 47 59.     (N)    110 26 43.     (W)     SCALED    
 PY0999* NAVD 88     -      2710.854  (meters)    8893.86   (feet)  ADJUSTED  
 PY0999  ___________________________________________________________________
 PY0999  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0999  DYNAMIC HT  -        2708.971 (meters)    8887.68  (feet)  COMP
 PY0999  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 PY0999
 PY0999  VERT ORDER  -  FIRST     CLASS II
 PY0999
 PY0999.The horizontal coordinates were scaled from a topographic map and have
 PY0999.an estimated accuracy of +/- 6 seconds.
 PY0999
 PY0999.The orthometric height was determined by differential leveling
 PY0999.and adjusted by the National Geodetic Survey in June 1991..
 PY0999
 PY0999.The geoid height was determined by GEOID03.
 PY0999
 PY0999.The dynamic height is computed by dividing the NAVD 88
 PY0999.geopotential number by the normal gravity value computed on the
 PY0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0999.degrees latitude (g = 980.6199 gals.).
 PY0999
 PY0999.The modeled gravity was interpolated from observed gravity values.
 PY0999
 PY0999;                    North         East    Units  Estimated Accuracy
 PY0999;SPC WYWC     -   479,010.      465,880.      MT  (+/- 180 meters Scaled)
 PY0999
 PY0999                          SUPERSEDED SURVEY CONTROL
 PY0999
 PY0999  NGVD 29 (08/20/92) 2709.358  (m)         8888.95   (f) ADJUSTED    1 2
 PY0999
 PY0999.Superseded values are not recommended for survey control.
 PY0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0999.See file dsdata.txt to determine how the superseded data were derived.
 PY0999
 PY0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ438608(NAD 83)
 PY0999_MARKER: DB = BENCH MARK DISK
 PY0999_SETTING: 66 = SET IN ROCK OUTCROP
 PY0999_SP_SET: BEDROCK
 PY0999_STAMPING: Q 366 1987
 PY0999_MARK LOGO: NGS   
 PY0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0999+STABILITY: POSITION/ELEVATION WELL
 PY0999
 PY0999  HISTORY     - Date     Condition        Report By
 PY0999  HISTORY     - 1987     MONUMENTED       NGS
 PY0999
 PY0999                          STATION DESCRIPTION
 PY0999
 PY0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0999'10.2 KM (6.35 MI) NORTH FROM CANYON VILLAGE.
 PY0999'10.2 KM (6.35 MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY0999'HIGHWAY FROM THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR
 PY0999'THE CENTER OF THE SOUTH END OF A VERTICAL EXPOSED AREA OF BEDROCK,
 PY0999'33.3 M (109.3 FT) SOUTH OF THE NORTH END OF THE OUTCROP, 24.6 M (80.7
 PY0999'FT) NORTHEAST OF THE SOUTH END OF A HIGHWAY PULLOUT, 7.3 M (24.0 FT)
 PY0999'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.9 M (12.8 FT) NORTH OF
 PY0999'THE SOUTH END OF THE OUTCROP.
 PY0999'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0796 ***********************************************************************
 PY0796  DESIGNATION -  Q 367
 PY0796  PID         -  PY0796
 PY0796  STATE/COUNTY-  WY/TETON
 PY0796  USGS QUAD   -  CRAIG PASS (1986)
 PY0796
 PY0796                         *CURRENT SURVEY CONTROL
 PY0796  ___________________________________________________________________
 PY0796* NAD 83(1986)-  44 27 23.     (N)    110 40 57.     (W)     SCALED    
 PY0796* NAVD 88     -      2442.399  (meters)    8013.10   (feet)  ADJUSTED  
 PY0796  ___________________________________________________________________
 PY0796  GEOID HEIGHT-          -8.74  (meters)                     GEOID03
 PY0796  DYNAMIC HT  -        2440.719 (meters)    8007.59  (feet)  COMP
 PY0796  MODELED GRAV-     979,841.8   (mgal)                       NAVD 88
 PY0796
 PY0796  VERT ORDER  -  FIRST     CLASS II
 PY0796
 PY0796.The horizontal coordinates were scaled from a topographic map and have
 PY0796.an estimated accuracy of +/- 6 seconds.
 PY0796
 PY0796.The orthometric height was determined by differential leveling
 PY0796.and adjusted by the National Geodetic Survey in June 1991..
 PY0796
 PY0796.The geoid height was determined by GEOID03.
 PY0796
 PY0796.The dynamic height is computed by dividing the NAVD 88
 PY0796.geopotential number by the normal gravity value computed on the
 PY0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0796.degrees latitude (g = 980.6199 gals.).
 PY0796
 PY0796.The modeled gravity was interpolated from observed gravity values.
 PY0796
 PY0796;                    North         East    Units  Estimated Accuracy
 PY0796;SPC WY W     -   539,630.      752,320.      MT  (+/- 180 meters Scaled)
 PY0796
 PY0796                          SUPERSEDED SURVEY CONTROL
 PY0796
 PY0796  NGVD 29 (08/20/92) 2440.972  (m)         8008.42   (f) ADJUSTED    1 2
 PY0796
 PY0796.Superseded values are not recommended for survey control.
 PY0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0796.See file dsdata.txt to determine how the superseded data were derived.
 PY0796
 PY0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ252226(NAD 83)
 PY0796_MARKER: DB = BENCH MARK DISK
 PY0796_SETTING: 66 = SET IN ROCK OUTCROP
 PY0796_SP_SET: BEDROCK
 PY0796_STAMPING: Q 367 1987
 PY0796_MARK LOGO: NGS   
 PY0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0796+STABILITY: POSITION/ELEVATION WELL
 PY0796
 PY0796  HISTORY     - Date     Condition        Report By
 PY0796  HISTORY     - 1987     MONUMENTED       NGS
 PY0796
 PY0796                          STATION DESCRIPTION
 PY0796
 PY0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0796'13.2 KM (8.20 MI) NW FROM WEST THUMB.
 PY0796'12.6 KM (7.85 MI) WESTERLY ALONG THE MADISON JUNCTION-WEST THUMB
 PY0796'HIGHWAY FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY
 PY0796'IN WEST THUMB, THENCE 0.6 KM (0.35 MI) NORTHEASTERLY ALONG DRY CREEK,
 PY0796'NEAR THE CENTER OF THE SOUTHERN 1/2 OF A 80-FOOT ROCK LEDGE ALONG THE
 PY0796'SOUTHEAST SIDE OF DRY CREEK, AT A BEND IN THE CREEK FROM NORTHEAST TO
 PY0796'EAST, AND 4.5 M (14.8 FT) SOUTHEAST OF THE CENTER OF THE CREEK.
 PY0796'THE MARK IS 3.3 M ABOVE THE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0926 ***********************************************************************
 PY0926  DESIGNATION -  Q 368
 PY0926  PID         -  PY0926
 PY0926  STATE/COUNTY-  WY/TETON
 PY0926  USGS QUAD   -  MARY LAKE (1986)
 PY0926
 PY0926                         *CURRENT SURVEY CONTROL
 PY0926  ___________________________________________________________________
 PY0926* NAD 83(1986)-  44 35 39.     (N)    110 42 55.     (W)     SCALED    
 PY0926* NAVD 88     -      2228.636  (meters)    7311.78   (feet)  ADJUSTED  
 PY0926  ___________________________________________________________________
 PY0926  GEOID HEIGHT-          -8.79  (meters)                     GEOID03
 PY0926  DYNAMIC HT  -        2227.235 (meters)    7307.19  (feet)  COMP
 PY0926  MODELED GRAV-     979,908.8   (mgal)                       NAVD 88
 PY0926
 PY0926  VERT ORDER  -  FIRST     CLASS II
 PY0926
 PY0926.The horizontal coordinates were scaled from a topographic map and have
 PY0926.an estimated accuracy of +/- 6 seconds.
 PY0926
 PY0926.The orthometric height was determined by differential leveling
 PY0926.and adjusted by the National Geodetic Survey in June 1991..
 PY0926
 PY0926.The geoid height was determined by GEOID03.
 PY0926
 PY0926.The dynamic height is computed by dividing the NAVD 88
 PY0926.geopotential number by the normal gravity value computed on the
 PY0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0926.degrees latitude (g = 980.6199 gals.).
 PY0926
 PY0926.The modeled gravity was interpolated from observed gravity values.
 PY0926
 PY0926;                    North         East    Units  Estimated Accuracy
 PY0926;SPC WY W     -   554,960.      749,830.      MT  (+/- 180 meters Scaled)
 PY0926
 PY0926                          SUPERSEDED SURVEY CONTROL
 PY0926
 PY0926  NGVD 29 (08/20/92) 2227.298  (m)         7307.39   (f) ADJUSTED    1 2
 PY0926
 PY0926.Superseded values are not recommended for survey control.
 PY0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0926.See file dsdata.txt to determine how the superseded data were derived.
 PY0926
 PY0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ225379(NAD 83)
 PY0926_MARKER: DB = BENCH MARK DISK
 PY0926_SETTING: 80 = SET IN A BOULDER
 PY0926_SP_SET: BOULDER
 PY0926_STAMPING: Q 368 1987
 PY0926_MARK LOGO: NGS   
 PY0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0926+STABILITY: SURFACE MOTION
 PY0926
 PY0926  HISTORY     - Date     Condition        Report By
 PY0926  HISTORY     - 1987     MONUMENTED       NGS
 PY0926
 PY0926                          STATION DESCRIPTION
 PY0926
 PY0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0926'19.3 KM (12.00 MI) SE FROM MADISON JUNCTION.
 PY0926'10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD FROM MADISON
 PY0926'JUNCTION, THENCE 3.5 KM (2.15 MI) EASTERLY ALONG A SERVICE ROAD AND
 PY0926'MARY MOUNTAIN TRAIL TO A FOOT BRIDGE ACROSS NEZ PERCE CREEK, THENCE
 PY0926'6.3 KM (3.90 MI) EASTERLY ALONG MARY MOUNTAIN TRAIL, CEMENTED IN A
 PY0926'DRILL HOLE NEAR THE CENTER OF A 1.5 X 3 FOOT DOME SHAPED BOULDER THAT
 PY0926'PROJECTS 14 INCHES ALONG THE SOUTH SLOPE OF A WOODED RIDGE, 58.0 M
 PY0926'(190.3 FT) NORTH OF THE TRAIL, 54.0 M (177.2 FT) EAST OF A DRY WASH,
 PY0926'AND 6.0 M (19.7 FT) NORTH OF THE FOOT OF THE RIDGE.
 PY0926'THE MARK IS 4.0 M ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0827 ***********************************************************************
 PY0827  DESIGNATION -  Q 369
 PY0827  PID         -  PY0827
 PY0827  STATE/COUNTY-  WY/TETON
 PY0827  USGS QUAD   -  LEWIS CANYON (1996)
 PY0827
 PY0827                         *CURRENT SURVEY CONTROL
 PY0827  ___________________________________________________________________
 PY0827* NAD 83(1986)-  44 09 09.     (N)    110 40 29.     (W)     SCALED    
 PY0827* NAVD 88     -      2130.406  (meters)    6989.51   (feet)  ADJUSTED  
 PY0827  ___________________________________________________________________
 PY0827  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0827  DYNAMIC HT  -        2129.049 (meters)    6985.05  (feet)  COMP
 PY0827  MODELED GRAV-     979,904.6   (mgal)                       NAVD 88
 PY0827
 PY0827  VERT ORDER  -  FIRST     CLASS II
 PY0827
 PY0827.The horizontal coordinates were scaled from a topographic map and have
 PY0827.an estimated accuracy of +/- 6 seconds.
 PY0827
 PY0827.The orthometric height was determined by differential leveling
 PY0827.and adjusted by the National Geodetic Survey in June 1991..
 PY0827
 PY0827.The geoid height was determined by GEOID03.
 PY0827
 PY0827.The dynamic height is computed by dividing the NAVD 88
 PY0827.geopotential number by the normal gravity value computed on the
 PY0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0827.degrees latitude (g = 980.6199 gals.).
 PY0827
 PY0827.The modeled gravity was interpolated from observed gravity values.
 PY0827
 PY0827;                    North         East    Units  Estimated Accuracy
 PY0827;SPC WY W     -   505,860.      752,690.      MT  (+/- 180 meters Scaled)
 PY0827
 PY0827                          SUPERSEDED SURVEY CONTROL
 PY0827
 PY0827  NGVD 29 (08/20/92) 2129.121  (m)         6985.29   (f) ADJUSTED    1 2
 PY0827
 PY0827.Superseded values are not recommended for survey control.
 PY0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0827.See file dsdata.txt to determine how the superseded data were derived.
 PY0827
 PY0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP260888(NAD 83)
 PY0827_MARKER: DB = BENCH MARK DISK
 PY0827_SETTING: 66 = SET IN ROCK OUTCROP
 PY0827_SP_SET: BEDROCK
 PY0827_STAMPING: Q 369 1987
 PY0827_MARK LOGO: NGS   
 PY0827_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0827+STABILITY: POSITION/ELEVATION WELL
 PY0827
 PY0827  HISTORY     - Date     Condition        Report By
 PY0827  HISTORY     - 1987     MONUMENTED       NGS
 PY0827
 PY0827                          STATION DESCRIPTION
 PY0827
 PY0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0827'7.1 KM (4.40 MI) NORTH FROM FLAGG RANCH.
 PY0827'7.1 KM (4.40 MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE
 PY0827'FLAGG RANCH HEADQUARTERS IN FLAGG RANCH, NEAR THE SOUTHWEST END OF A
 PY0827'LARGE AREA OF OUTCROPPING BEDROCK ALONG THE NORTHWEST BANK OF
 PY0827'CRAWFISH CREEK, 14.5 M (47.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 PY0827'HIGHWAY, AND 14.2 M (46.6 FT) EAST OF THE NORTHEAST CORNER OF A
 PY0827'HIGHWAY BRIDGE SPANNING CRAWFISH CREEK.
 PY0827'THE MARK IS 4.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0300 ***********************************************************************
 PW0300  DESIGNATION -  Q 37
 PW0300  PID         -  PW0300
 PW0300  STATE/COUNTY-  WY/JOHNSON
 PW0300  USGS QUAD   -  POWDER RIVER PASS (1993)
 PW0300
 PW0300                         *CURRENT SURVEY CONTROL
 PW0300  ___________________________________________________________________
 PW0300* NAD 83(1986)-  44 09 19.     (N)    107 06 57.     (W)     SCALED    
 PW0300* NAVD 88     -      2838.217  (meters)    9311.72   (feet)  ADJUSTED  
 PW0300  ___________________________________________________________________
 PW0300  GEOID HEIGHT-          -8.71  (meters)                     GEOID03
 PW0300  DYNAMIC HT  -        2836.431 (meters)    9305.86  (feet)  COMP
 PW0300  MODELED GRAV-     979,882.6   (mgal)                       NAVD 88
 PW0300
 PW0300  VERT ORDER  -  FIRST     CLASS II
 PW0300
 PW0300.The horizontal coordinates were scaled from a topographic map and have
 PW0300.an estimated accuracy of +/- 6 seconds.
 PW0300
 PW0300.The orthometric height was determined by differential leveling
 PW0300.and adjusted by the National Geodetic Survey in June 1991..
 PW0300
 PW0300.The geoid height was determined by GEOID03.
 PW0300
 PW0300.The dynamic height is computed by dividing the NAVD 88
 PW0300.geopotential number by the normal gravity value computed on the
 PW0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0300.degrees latitude (g = 980.6199 gals.).
 PW0300
 PW0300.The modeled gravity was interpolated from observed gravity values.
 PW0300
 PW0300;                    North         East    Units  Estimated Accuracy
 PW0300;SPC WYEC     -   506,030.      417,400.      MT  (+/- 180 meters Scaled)
 PW0300
 PW0300                          SUPERSEDED SURVEY CONTROL
 PW0300
 PW0300  NGVD 29 (??/??/92) 2837.219  (m)         9308.44   (f) ADJ UNCH    1 2
 PW0300
 PW0300.Superseded values are not recommended for survey control.
 PW0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0300.See file dsdata.txt to determine how the superseded data were derived.
 PW0300
 PW0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ308912(NAD 83)
 PW0300_MARKER: DB = BENCH MARK DISK
 PW0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0300_STAMPING: Q 37 1934
 PW0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0300+STABILITY: SURFACE MOTION
 PW0300
 PW0300  HISTORY     - Date     Condition        Report By
 PW0300  HISTORY     - 1934     MONUMENTED       CGS
 PW0300  HISTORY     - 1967     GOOD             USGS
 PW0300
 PW0300                          STATION DESCRIPTION
 PW0300
 PW0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0300'26.4 MI NE FROM TEN SLEEP.
 PW0300'IN JOHNSON COUNTY, 26.4 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN
 PW0300'SLEEP, WASHAKIE COUNTY, 66.3 FEET SOUTHEAST OF THE CENTER OF THE
 PW0300'INTERSECTION WITH THE WASHAKIE-JOHNSON COUNTY LINE, 35.6 FEET EAST OF
 PW0300'THE COUNTY LINE, 42.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PW0300'16.4 FEET EAST OF THE SOUTH ONE OF TWIN JACK PINE TREES, AND ABOUT 4
 PW0300'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 37 1934 AND
 PW0300'SET IN THE TOP OF A CONCRETE POST.
 PW0300
 PW0300                          STATION RECOVERY (1967)
 PW0300
 PW0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0635 ***********************************************************************
 PV0635  DESIGNATION -  Q 370
 PV0635  PID         -  PV0635
 PV0635  STATE/COUNTY-  WY/CROOK
 PV0635  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0635
 PV0635                         *CURRENT SURVEY CONTROL
 PV0635  ___________________________________________________________________
 PV0635* NAD 83(1986)-  44 24 08.     (N)    104 22 45.     (W)     SCALED    
 PV0635* NAVD 88     -      1456.003  (meters)    4776.90   (feet)  ADJUSTED  
 PV0635  ___________________________________________________________________
 PV0635  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 PV0635  DYNAMIC HT  -        1455.424 (meters)    4775.00  (feet)  COMP
 PV0635  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 PV0635
 PV0635  VERT ORDER  -  FIRST     CLASS II
 PV0635
 PV0635.The horizontal coordinates were scaled from a topographic map and have
 PV0635.an estimated accuracy of +/- 6 seconds.
 PV0635
 PV0635.The orthometric height was determined by differential leveling
 PV0635.and adjusted by the National Geodetic Survey in September 1993..
 PV0635
 PV0635.The geoid height was determined by GEOID03.
 PV0635
 PV0635.The dynamic height is computed by dividing the NAVD 88
 PV0635.geopotential number by the normal gravity value computed on the
 PV0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0635.degrees latitude (g = 980.6199 gals.).
 PV0635
 PV0635.The modeled gravity was interpolated from observed gravity values.
 PV0635
 PV0635;                    North         East    Units  Estimated Accuracy
 PV0635;SPC WY E     -   433,740.      262,730.      MT  (+/- 180 meters Scaled)
 PV0635
 PV0635                          SUPERSEDED SURVEY CONTROL
 PV0635
 PV0635.No superseded survey control is available for this station.
 PV0635
 PV0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK494167(NAD 83)
 PV0635_MARKER: DV = VERTICAL CONTROL DISK
 PV0635_SETTING: 66 = SET IN ROCK OUTCROP
 PV0635_SP_SET: BEDROCK
 PV0635_STAMPING: Q 370 1991
 PV0635_MARK LOGO: NGS   
 PV0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0635+STABILITY: POSITION/ELEVATION WELL
 PV0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0635+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0635
 PV0635  HISTORY     - Date     Condition        Report By
 PV0635  HISTORY     - 1991     MONUMENTED       NGS
 PV0635
 PV0635                          STATION DESCRIPTION
 PV0635
 PV0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0635'IN SUNDANCE, AT THE INTERSECTION OF SOUTH 2ND AND RYAN STREETS, SET
 PV0635'IN A 2 BY 10 FOOTEXPOSED OF EXPOSED BEDROCK IN A STREET CUT, 20.7 M
 PV0635'(67.9 FT) WEST OF THE CENTER OF 2ND STREET, 6.3 M (20.7 FT) SOUTH OF
 PV0635'THE CENTER OF RYAN STREET, 3.2 M (10.5 FT) ABOVE THE LEVEL OF 2ND
 PV0635'STREET, AND 0.5 M (1.6 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0088 ***********************************************************************
 PW0088  DESIGNATION -  Q 38
 PW0088  PID         -  PW0088
 PW0088  STATE/COUNTY-  WY/JOHNSON
 PW0088  USGS QUAD   -  LAKE DE SMET EAST (1970)
 PW0088
 PW0088                         *CURRENT SURVEY CONTROL
 PW0088  ___________________________________________________________________
 PW0088* NAD 83(1986)-  44 23 02.     (N)    106 37 41.     (W)     SCALED    
 PW0088* NAVD 88     -      1349.223  (meters)    4426.58   (feet)  ADJUSTED  
 PW0088  ___________________________________________________________________
 PW0088  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 PW0088  DYNAMIC HT  -        1348.619 (meters)    4424.59  (feet)  COMP
 PW0088  MODELED GRAV-     980,123.9   (mgal)                       NAVD 88
 PW0088
 PW0088  VERT ORDER  -  FIRST     CLASS II
 PW0088
 PW0088.The horizontal coordinates were scaled from a topographic map and have
 PW0088.an estimated accuracy of +/- 6 seconds.
 PW0088
 PW0088.The orthometric height was determined by differential leveling
 PW0088.and adjusted by the National Geodetic Survey in June 1991..
 PW0088
 PW0088.The geoid height was determined by GEOID03.
 PW0088
 PW0088.The dynamic height is computed by dividing the NAVD 88
 PW0088.geopotential number by the normal gravity value computed on the
 PW0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0088.degrees latitude (g = 980.6199 gals.).
 PW0088
 PW0088.The modeled gravity was interpolated from observed gravity values.
 PW0088
 PW0088;                    North         East    Units  Estimated Accuracy
 PW0088;SPC WYEC     -   531,650.      456,200.      MT  (+/- 180 meters Scaled)
 PW0088
 PW0088                          SUPERSEDED SURVEY CONTROL
 PW0088
 PW0088  NGVD 29 (??/??/92) 1348.444  (m)         4424.02   (f) ADJ UNCH    1 2
 PW0088
 PW0088.Superseded values are not recommended for survey control.
 PW0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0088.See file dsdata.txt to determine how the superseded data were derived.
 PW0088
 PW0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK703158(NAD 83)
 PW0088_MARKER: DB = BENCH MARK DISK
 PW0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0088_STAMPING: Q 38 1934
 PW0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0088+STABILITY: SURFACE MOTION
 PW0088
 PW0088  HISTORY     - Date     Condition        Report By
 PW0088  HISTORY     - 1934     MONUMENTED       CGS
 PW0088  HISTORY     - 1970     MARK NOT FOUND   USGS
 PW0088
 PW0088                          STATION DESCRIPTION
 PW0088
 PW0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0088'4.7 MI NE FROM BUFFALO.
 PW0088'4.7 MILES NORTHEAST ALONG THE WYOMING RAILWAY FROM BUFFALO, JOHNSON
 PW0088'COUNTY, 380 FEET NORTH OF MILEPOST 24, 0.4 MILE SOUTH OF THE BRIDGE
 PW0088'OVER CLEAR CREEK, BETWEEN THE RAILWAY AND U.S. HIGHWAY 16, 58.5 FEET
 PW0088'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 29.2 FEET EAST OF THE EAST
 PW0088'RAIL.  A STANDARD DISK, STAMPED Q 38 1934 AND SET IN THE TOP OF A
 PW0088'CONCRETE POST.
 PW0088
 PW0088                          STATION RECOVERY (1970)
 PW0088
 PW0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PW0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0256 ***********************************************************************
 NR0256  DESIGNATION -  Q 388
 NR0256  PID         -  NR0256
 NR0256  STATE/COUNTY-  WY/NATRONA
 NR0256  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0256
 NR0256                         *CURRENT SURVEY CONTROL
 NR0256  ___________________________________________________________________
 NR0256* NAD 83(1986)-  42 38 20.     (N)    106 37 07.     (W)     SCALED    
 NR0256* NAVD 88     -      1613.593  (meters)    5293.93   (feet)  ADJUSTED  
 NR0256  ___________________________________________________________________
 NR0256  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 NR0256  DYNAMIC HT  -        1612.525 (meters)    5290.43  (feet)  COMP
 NR0256  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 NR0256
 NR0256  VERT ORDER  -  FIRST     CLASS II
 NR0256
 NR0256.The horizontal coordinates were scaled from a topographic map and have
 NR0256.an estimated accuracy of +/- 6 seconds.
 NR0256
 NR0256.The orthometric height was determined by differential leveling
 NR0256.and adjusted by the National Geodetic Survey in June 1991..
 NR0256
 NR0256.The geoid height was determined by GEOID03.
 NR0256
 NR0256.The dynamic height is computed by dividing the NAVD 88
 NR0256.geopotential number by the normal gravity value computed on the
 NR0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0256.degrees latitude (g = 980.6199 gals.).
 NR0256
 NR0256.The modeled gravity was interpolated from observed gravity values.
 NR0256
 NR0256;                    North         East    Units  Estimated Accuracy
 NR0256;SPC WYEC     -   337,790.      458,620.      MT  (+/- 180 meters Scaled)
 NR0256
 NR0256                          SUPERSEDED SURVEY CONTROL
 NR0256
 NR0256  NGVD 29 (06/08/92) 1612.676  (m)         5290.92   (f) ADJUSTED    1 2
 NR0256
 NR0256.Superseded values are not recommended for survey control.
 NR0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0256.See file dsdata.txt to determine how the superseded data were derived.
 NR0256
 NR0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH672219(NAD 83)
 NR0256_MARKER: DB = BENCH MARK DISK
 NR0256_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0256_SP_SET: ABUTMENT
 NR0256_STAMPING: Q 338 1982
 NR0256_MARK LOGO: NGS   
 NR0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0256+STABILITY: POSITION/ELEVATION WELL
 NR0256
 NR0256  HISTORY     - Date     Condition        Report By
 NR0256  HISTORY     - 1982     MONUMENTED       NGS
 NR0256
 NR0256                          STATION DESCRIPTION
 NR0256
 NR0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0256'30.5 KM (18.95 MI) SW FROM CASPER.
 NR0256'30.5 KM (18.95 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0256'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN TOP OF AND 1.7 METERS
 NR0256'(5.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 NR0256'ABUTMENT OF THE HIGHWAY OVERPASS OF THE NORTH PLATTE RIVER AND 5.0
 NR0256'METERS (16.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 NR0256'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0109 ***********************************************************************
 PW0109  DESIGNATION -  Q 39
 PW0109  PID         -  PW0109
 PW0109  STATE/COUNTY-  WY/JOHNSON
 PW0109  USGS QUAD   -  PURDY RESERVOIR (1970)
 PW0109
 PW0109                         *CURRENT SURVEY CONTROL
 PW0109  ___________________________________________________________________
 PW0109* NAD 83(1986)-  44 02 20.     (N)    106 41 31.     (W)     SCALED    
 PW0109* NAVD 88     -      1451.626  (meters)    4762.54   (feet)  ADJUSTED  
 PW0109  ___________________________________________________________________
 PW0109  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 PW0109  DYNAMIC HT  -        1450.906 (meters)    4760.18  (feet)  COMP
 PW0109  MODELED GRAV-     980,071.5   (mgal)                       NAVD 88
 PW0109
 PW0109  VERT ORDER  -  SECOND    CLASS 0
 PW0109
 PW0109.The horizontal coordinates were scaled from a topographic map and have
 PW0109.an estimated accuracy of +/- 6 seconds.
 PW0109
 PW0109.The orthometric height was determined by differential leveling
 PW0109.and adjusted by the National Geodetic Survey in June 1991..
 PW0109
 PW0109.The geoid height was determined by GEOID03.
 PW0109
 PW0109.The dynamic height is computed by dividing the NAVD 88
 PW0109.geopotential number by the normal gravity value computed on the
 PW0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0109.degrees latitude (g = 980.6199 gals.).
 PW0109
 PW0109.The modeled gravity was interpolated from observed gravity values.
 PW0109
 PW0109;                    North         East    Units  Estimated Accuracy
 PW0109;SPC WYEC     -   493,270.      451,410.      MT  (+/- 180 meters Scaled)
 PW0109
 PW0109                          SUPERSEDED SURVEY CONTROL
 PW0109
 PW0109  NGVD 29 (??/??/92) 1450.799  (m)         4759.83   (f) ADJ UNCH    2 0
 PW0109
 PW0109.Superseded values are not recommended for survey control.
 PW0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0109.See file dsdata.txt to determine how the superseded data were derived.
 PW0109
 PW0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ644775(NAD 83)
 PW0109_MARKER: DB = BENCH MARK DISK
 PW0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0109_STAMPING: Q-39 1934
 PW0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0109+STABILITY: SURFACE MOTION
 PW0109
 PW0109  HISTORY     - Date     Condition        Report By
 PW0109  HISTORY     - 1934     MONUMENTED       CGS
 PW0109  HISTORY     - 1970     GOOD             USGS
 PW0109
 PW0109                          STATION DESCRIPTION
 PW0109
 PW0109'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PW0109'21.9 MI S FROM BUFFALO.
 PW0109'21.9 MILES SOUTH ALONG HIGHWAY 87 FROM P.O. AT BUFFALO, WYOMING, 1.1
 PW0109'MILES SOUTH OF THE ROAD TO THE 28 RANCH, 0.9 MILE SOUTH OF THE MIDDLE
 PW0109'FORK OF THE CRAZY WOMAN CREEK, 48.4 FEET WEST OF THE CENTERLINE OF THE
 PW0109'HIGHWAY 32.5 FEET EAST OF THE CENTERLINE OF AN IRRIGATION DITCH, AND
 PW0109'1.4 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED Q 39 1934 AND
 PW0109'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0035 ***********************************************************************
 OV0035  DESIGNATION -  Q 40
 OV0035  PID         -  OV0035
 OV0035  STATE/COUNTY-  WY/NATRONA
 OV0035  USGS QUAD   -  GOVERNMENT CREEK (1978)
 OV0035
 OV0035                         *CURRENT SURVEY CONTROL
 OV0035  ___________________________________________________________________
 OV0035* NAD 83(1986)-  43 27 54.     (N)    106 24 03.     (W)     SCALED    
 OV0035* NAVD 88     -      1496.633  (meters)    4910.20   (feet)  ADJUSTED  
 OV0035  ___________________________________________________________________
 OV0035  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 OV0035  DYNAMIC HT  -        1495.831 (meters)    4907.57  (feet)  COMP
 OV0035  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 OV0035
 OV0035  VERT ORDER  -  SECOND    CLASS 0
 OV0035
 OV0035.The horizontal coordinates were scaled from a topographic map and have
 OV0035.an estimated accuracy of +/- 6 seconds.
 OV0035
 OV0035.The orthometric height was determined by differential leveling
 OV0035.and adjusted by the National Geodetic Survey in June 1991..
 OV0035
 OV0035.The geoid height was determined by GEOID03.
 OV0035
 OV0035.The dynamic height is computed by dividing the NAVD 88
 OV0035.geopotential number by the normal gravity value computed on the
 OV0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0035.degrees latitude (g = 980.6199 gals.).
 OV0035
 OV0035.The modeled gravity was interpolated from observed gravity values.
 OV0035
 OV0035;                    North         East    Units  Estimated Accuracy
 OV0035;SPC WYEC     -   429,730.      475,460.      MT  (+/- 180 meters Scaled)
 OV0035
 OV0035                          SUPERSEDED SURVEY CONTROL
 OV0035
 OV0035  NGVD 29 (??/??/92) 1495.831  (m)         4907.57   (f) ADJ UNCH    2 0
 OV0035
 OV0035.Superseded values are not recommended for survey control.
 OV0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0035.See file dsdata.txt to determine how the superseded data were derived.
 OV0035
 OV0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ866134(NAD 83)
 OV0035_MARKER: DB = BENCH MARK DISK
 OV0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0035_STAMPING: Q 40 1934
 OV0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0035+STABILITY: SURFACE MOTION
 OV0035
 OV0035  HISTORY     - Date     Condition        Report By
 OV0035  HISTORY     - 1934     MONUMENTED       CGS
 OV0035  HISTORY     - 1946     GOOD             NGS
 OV0035  HISTORY     - 1968     MARK NOT FOUND   USGS
 OV0035
 OV0035                          STATION DESCRIPTION
 OV0035
 OV0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0035'9.7 MI NW FROM MIDWEST.
 OV0035'9.7 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM MIDWEST, NATRONA
 OV0035'COUNTY, 1.6 MILES NORTHWEST OF THE ENTRANCE TO THE ORVILLE DART RANCH
 OV0035'1.0 MILE SOUTHEAST OF DUGOUT CREEK, 0.2 MILE NORTHWEST OF A ROAD
 OV0035'LEADING NORTHEAST TO A RANCH, AND 41.2 FEET SOUTHWEST OF THE
 OV0035'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 40 1934 AND SET
 OV0035'IN THE TOP OF A CONCRETE POST.
 OV0035
 OV0035                          STATION RECOVERY (1968)
 OV0035
 OV0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0203 ***********************************************************************
 OX0203  DESIGNATION -  Q 41
 OX0203  PID         -  OX0203
 OX0203  STATE/COUNTY-  WY/TETON
 OX0203  USGS QUAD   -  TWO OCEAN LAKE (1996)
 OX0203
 OX0203                         *CURRENT SURVEY CONTROL
 OX0203  ___________________________________________________________________
 OX0203* NAD 83(1986)-  43 54 05.     (N)    110 36 16.     (W)     SCALED    
 OX0203* NAVD 88     -      2090.509  (meters)    6858.61   (feet)  ADJUSTED  
 OX0203  ___________________________________________________________________
 OX0203  GEOID HEIGHT-          -8.87  (meters)                     GEOID03
 OX0203  DYNAMIC HT  -        2089.082 (meters)    6853.93  (feet)  COMP
 OX0203  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 OX0203
 OX0203  VERT ORDER  -  SECOND    CLASS 0
 OX0203
 OX0203.The horizontal coordinates were scaled from a topographic map and have
 OX0203.an estimated accuracy of +/- 6 seconds.
 OX0203
 OX0203.The orthometric height was determined by differential leveling
 OX0203.and adjusted by the National Geodetic Survey in June 1991..
 OX0203
 OX0203.The geoid height was determined by GEOID03.
 OX0203
 OX0203.The dynamic height is computed by dividing the NAVD 88
 OX0203.geopotential number by the normal gravity value computed on the
 OX0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0203.degrees latitude (g = 980.6199 gals.).
 OX0203
 OX0203.The modeled gravity was interpolated from observed gravity values.
 OX0203
 OX0203;                    North         East    Units  Estimated Accuracy
 OX0203;SPC WY W     -   477,930.      758,140.      MT  (+/- 180 meters Scaled)
 OX0203
 OX0203                          SUPERSEDED SURVEY CONTROL
 OX0203
 OX0203  NGVD 29 (??/??/92) 2089.169  (m)         6854.22   (f) ADJ UNCH    2 0
 OX0203
 OX0203.Superseded values are not recommended for survey control.
 OX0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0203.See file dsdata.txt to determine how the superseded data were derived.
 OX0203
 OX0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP317609(NAD 83)
 OX0203_MARKER: DB = BENCH MARK DISK
 OX0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0203_STAMPING: Q 41 1934
 OX0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0203+STABILITY: SURFACE MOTION
 OX0203
 OX0203  HISTORY     - Date     Condition        Report By
 OX0203  HISTORY     - 1934     MONUMENTED       CGS
 OX0203  HISTORY     - 1968     GOOD             USGS
 OX0203
 OX0203                          STATION DESCRIPTION
 OX0203
 OX0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0203'3.9 MI N FROM MORAN.
 OX0203'3.9 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, TETON
 OX0203'COUNTY, 2.6 MILES NORTH OF THE JUNCTION WITH U.S. HIGHWAY 187, 1.0
 OX0203'MILE NORTH OF THE BRIDGE OVER PILGRIM CREEK.  103.0 FEET SOUTHEAST OF
 OX0203'THE CENTER OF THE JUNCTION WITH A T-ROAD LEADING EAST, 90.0 FEET SOUTH
 OX0203'OF THE CENTER LINE OF THE ROAD, AND 39.0 FEET EAST OF THE CENTER LINE
 OX0203'OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 41 1934 AND SET IN THE TOP
 OX0203'OF A CONCRETE POST.
 OX0203
 OX0203                          STATION RECOVERY (1968)
 OX0203
 OX0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0136 ***********************************************************************
 OW0136  DESIGNATION -  Q 42
 OW0136  PID         -  OW0136
 OW0136  STATE/COUNTY-  WY/FREMONT
 OW0136  USGS QUAD   -  KISINGER LAKES (1991)
 OW0136
 OW0136                         *CURRENT SURVEY CONTROL
 OW0136  ___________________________________________________________________
 OW0136* NAD 83(1986)-  43 44 58.     (N)    109 59 21.     (W)     SCALED    
 OW0136* NAVD 88     -      2771.552  (meters)    9093.00   (feet)  ADJUSTED  
 OW0136  ___________________________________________________________________
 OW0136  GEOID HEIGHT-          -7.70  (meters)                     GEOID03
 OW0136  DYNAMIC HT  -        2769.372 (meters)    9085.85  (feet)  COMP
 OW0136  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 OW0136
 OW0136  VERT ORDER  -  SECOND    CLASS 0
 OW0136
 OW0136.The horizontal coordinates were scaled from a topographic map and have
 OW0136.an estimated accuracy of +/- 6 seconds.
 OW0136
 OW0136.The orthometric height was determined by differential leveling
 OW0136.and adjusted by the National Geodetic Survey in June 1991..
 OW0136
 OW0136.The geoid height was determined by GEOID03.
 OW0136
 OW0136.The dynamic height is computed by dividing the NAVD 88
 OW0136.geopotential number by the normal gravity value computed on the
 OW0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0136.degrees latitude (g = 980.6199 gals.).
 OW0136
 OW0136.The modeled gravity was interpolated from observed gravity values.
 OW0136
 OW0136;                    North         East    Units  Estimated Accuracy
 OW0136;SPC WYWC     -   361,660.      500,200.      MT  (+/- 180 meters Scaled)
 OW0136
 OW0136                          SUPERSEDED SURVEY CONTROL
 OW0136
 OW0136  NGVD 29 (??/??/92) 2770.114  (m)         9088.28   (f) ADJ UNCH    2 0
 OW0136
 OW0136.Superseded values are not recommended for survey control.
 OW0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0136.See file dsdata.txt to determine how the superseded data were derived.
 OW0136
 OW0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP813445(NAD 83)
 OW0136_MARKER: DB = BENCH MARK DISK
 OW0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0136_STAMPING: Q 42 1934
 OW0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0136+STABILITY: SURFACE MOTION
 OW0136
 OW0136  HISTORY     - Date     Condition        Report By
 OW0136  HISTORY     - 1934     MONUMENTED       CGS
 OW0136  HISTORY     - 1954     GOOD             NGS
 OW0136
 OW0136                          STATION DESCRIPTION
 OW0136
 OW0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0136'42.2 MI E FROM MORAN.
 OW0136'IN FREMONT COUNTY, ABOUT 42.2 MILES EAST ALONG U.S. HIGHWAY 287 FROM
 OW0136'THE DAM AT MORAN, TETON COUNTY, ABOUT 27.4 MILES WEST OF DUBOIS,
 OW0136'FREMONT COUNTY, ABOUT 5.9 MILES EAST OF THE TWO-GWO-TEE PASS, ABOUT
 OW0136'1.0 MILE EAST OF THE ENTRANCE TO THE DIAMOND G RANCH, ABOUT 0.2 MILE
 OW0136'EAST OF A BRIDGE OVER A CREEK, AT A CURVE, 30.0 FEET NORTH OF THE
 OW0136'CENTER LINE OF THE HIGHWAY, AND ABOUT 4.0 FEET HIGHER THAN THE
 OW0136'HIGHWAY.  A STANDARD DISK, STAMPED Q 42 1934 AND SET IN THE TOP OF A
 OW0136'CONCRETE POST.
 OW0136
 OW0136                          STATION RECOVERY (1954)
 OW0136
 OW0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 OW0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0108 ***********************************************************************
 NS0108  DESIGNATION -  Q 43
 NS0108  PID         -  NS0108
 NS0108  STATE/COUNTY-  WY/SUBLETTE
 NS0108  USGS QUAD   -  BULL DRAW (1969)
 NS0108
 NS0108                         *CURRENT SURVEY CONTROL
 NS0108  ___________________________________________________________________
 NS0108* NAD 83(1986)-  42 25 44.     (N)    109 34 03.     (W)     SCALED    
 NS0108* NAVD 88     -      2159.942  (meters)    7086.41   (feet)  ADJUSTED  
 NS0108  ___________________________________________________________________
 NS0108  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 NS0108  DYNAMIC HT  -        2158.124 (meters)    7080.45  (feet)  COMP
 NS0108  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 NS0108
 NS0108  VERT ORDER  -  FIRST     CLASS II
 NS0108
 NS0108.The horizontal coordinates were scaled from a topographic map and have
 NS0108.an estimated accuracy of +/- 6 seconds.
 NS0108
 NS0108.The orthometric height was determined by differential leveling
 NS0108.and adjusted by the National Geodetic Survey in June 1991..
 NS0108
 NS0108.The geoid height was determined by GEOID03.
 NS0108
 NS0108.The dynamic height is computed by dividing the NAVD 88
 NS0108.geopotential number by the normal gravity value computed on the
 NS0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0108.degrees latitude (g = 980.6199 gals.).
 NS0108
 NS0108.The modeled gravity was interpolated from observed gravity values.
 NS0108
 NS0108;                    North         East    Units  Estimated Accuracy
 NS0108;SPC WY W     -   314,340.      842,450.      MT  (+/- 180 meters Scaled)
 NS0108
 NS0108                          SUPERSEDED SURVEY CONTROL
 NS0108
 NS0108  NGVD 29 (??/??/92) 2158.567  (m)         7081.90   (f) ADJ UNCH    1 2
 NS0108
 NS0108.Superseded values are not recommended for survey control.
 NS0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0108.See file dsdata.txt to determine how the superseded data were derived.
 NS0108
 NS0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM178983(NAD 83)
 NS0108_MARKER: DB = BENCH MARK DISK
 NS0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0108_STAMPING: Q 43 1934
 NS0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0108+STABILITY: SURFACE MOTION
 NS0108
 NS0108  HISTORY     - Date     Condition        Report By
 NS0108  HISTORY     - 1934     MONUMENTED       CGS
 NS0108  HISTORY     - 1969     GOOD             USGS
 NS0108
 NS0108                          STATION DESCRIPTION
 NS0108
 NS0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0108'21.6 MI NW FROM FARSON.
 NS0108'HOTEL AT FARSON, 21.6 MILES NORTHWEST OF, ALONG US HWY. 187 TO JCT. OF
 NS0108'EAST-WEST DIRT ROAD, PROCEED 0.35 MILES WEST, TOWARD MICROWAVE STATION
 NS0108'TO JCT. OF OLD US HWY. 187.  THENCE 0.4 MILES NORTHWESTERLY ALONG OLD
 NS0108'HWY.  BM IS 35 FT. EAST OF CENTERLINE OF ROAD AT TOP OF HILL. BRASS
 NS0108'CAP ON TOP OF CONCRETE POST.  IN SW OF SEC. 4.  AND 28N. R107W,
 NS0108'STAMPED Q 43 1934.
 NS0108
 NS0108                          STATION RECOVERY (1969)
 NS0108
 NS0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NS0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0059 ***********************************************************************
 OX0059  DESIGNATION -  Q 45
 OX0059  PID         -  OX0059
 OX0059  STATE/COUNTY-  WY/SUBLETTE
 OX0059  USGS QUAD   -  BULL CREEK (1996)
 OX0059
 OX0059                         *CURRENT SURVEY CONTROL
 OX0059  ___________________________________________________________________
 OX0059* NAD 83(1986)-  43 15 08.     (N)    110 30 06.     (W)     SCALED    
 OX0059* NAVD 88     -      1944.219  (meters)    6378.66   (feet)  ADJUSTED  
 OX0059  ___________________________________________________________________
 OX0059  GEOID HEIGHT-         -10.21  (meters)                     GEOID03
 OX0059  DYNAMIC HT  -        1942.791 (meters)    6373.97  (feet)  COMP
 OX0059  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 OX0059
 OX0059  VERT ORDER  -  FIRST     CLASS II
 OX0059
 OX0059.The horizontal coordinates were scaled from a topographic map and have
 OX0059.an estimated accuracy of +/- 6 seconds.
 OX0059
 OX0059.The orthometric height was determined by differential leveling
 OX0059.and adjusted by the National Geodetic Survey in June 1991..
 OX0059
 OX0059.The geoid height was determined by GEOID03.
 OX0059
 OX0059.The dynamic height is computed by dividing the NAVD 88
 OX0059.geopotential number by the normal gravity value computed on the
 OX0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0059.degrees latitude (g = 980.6199 gals.).
 OX0059
 OX0059.The modeled gravity was interpolated from observed gravity values.
 OX0059
 OX0059;                    North         East    Units  Estimated Accuracy
 OX0059;SPC WY W     -   405,760.      766,030.      MT  (+/- 180 meters Scaled)
 OX0059
 OX0059                          SUPERSEDED SURVEY CONTROL
 OX0059
 OX0059  NGVD 29 (??/??/92) 1942.85   (m)         6374.2    (f) COMPUTED    1 2
 OX0059
 OX0059.Superseded values are not recommended for survey control.
 OX0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0059.See file dsdata.txt to determine how the superseded data were derived.
 OX0059
 OX0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN404889(NAD 83)
 OX0059_MARKER: DB = BENCH MARK DISK
 OX0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0059_STAMPING: Q 45 1934
 OX0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0059+STABILITY: SURFACE MOTION
 OX0059
 OX0059  HISTORY     - Date     Condition        Report By
 OX0059  HISTORY     - 1934     MONUMENTED       CGS
 OX0059  HISTORY     - 1965     GOOD             USGS
 OX0059
 OX0059                          STATION DESCRIPTION
 OX0059
 OX0059'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0059'6.3 MI NW FROM TRIANGLE F RANCH.
 OX0059'ABOUT 6.3 MI NW ALONG U.S. HWY NO. 187 FROM TRIANGLE F RANCH WHICH IS
 OX0059'0.45 NW OF BONDURANT POST OFFICE, ABOUT 1.05 MI NW OF V-V RANCH,
 OX0059'APPROX 1/3 WAY ACROSS LARGE OPEN FLAT, 40 FT S OF HWY AND 30 FT E OF S
 OX0059'END OF 1 FT CORRUGATED PIPE WITH FLARED INLET.  A STD DISK, STAMPED Q
 OX0059'45 1934 AND SET IN THE TOP OF A CONC POST PROJECTING APPROX 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0199 ***********************************************************************
 OX0199  DESIGNATION -  Q 46
 OX0199  PID         -  OX0199
 OX0199  STATE/COUNTY-  WY/TETON
 OX0199  USGS QUAD   -  JACKSON (1996)
 OX0199
 OX0199                         *CURRENT SURVEY CONTROL
 OX0199  ___________________________________________________________________
 OX0199* NAD 83(1986)-  43 29 56.     (N)    110 50 19.     (W)     SCALED    
 OX0199* NAVD 88     -      1883.433  (meters)    6179.23   (feet)  ADJUSTED  
 OX0199  ___________________________________________________________________
 OX0199  GEOID HEIGHT-          -9.72  (meters)                     GEOID03
 OX0199  DYNAMIC HT  -        1882.207 (meters)    6175.21  (feet)  COMP
 OX0199  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 OX0199
 OX0199  VERT ORDER  -  FIRST     CLASS II
 OX0199
 OX0199.The horizontal coordinates were scaled from a topographic map and have
 OX0199.an estimated accuracy of +/- 6 seconds.
 OX0199
 OX0199.The orthometric height was determined by differential leveling
 OX0199.and adjusted by the National Geodetic Survey in June 1991..
 OX0199
 OX0199.The geoid height was determined by GEOID03.
 OX0199
 OX0199.The dynamic height is computed by dividing the NAVD 88
 OX0199.geopotential number by the normal gravity value computed on the
 OX0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0199.degrees latitude (g = 980.6199 gals.).
 OX0199
 OX0199.The modeled gravity was interpolated from observed gravity values.
 OX0199
 OX0199;                    North         East    Units  Estimated Accuracy
 OX0199;SPC WY W     -   433,350.      738,920.      MT  (+/- 180 meters Scaled)
 OX0199
 OX0199                          SUPERSEDED SURVEY CONTROL
 OX0199
 OX0199  NGVD 29 (??/??/92) 1882.165  (m)         6175.07   (f) ADJ UNCH    1 2
 OX0199
 OX0199.Superseded values are not recommended for survey control.
 OX0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0199.See file dsdata.txt to determine how the superseded data were derived.
 OX0199
 OX0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP130162(NAD 83)
 OX0199_MARKER: DB = BENCH MARK DISK
 OX0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0199_SP_SET: ABUTMENT
 OX0199_STAMPING: Q 46 1934
 OX0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0199
 OX0199  HISTORY     - Date     Condition        Report By
 OX0199  HISTORY     - 1934     MONUMENTED       CGS
 OX0199  HISTORY     - 1966     MARK NOT FOUND   NGS
 OX0199
 OX0199                          STATION DESCRIPTION
 OX0199
 OX0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0199'5.3 MI W FROM JACKSON.
 OX0199'ABOUT 5.3 MILES WEST ALONG STATE HIGHWAY 22 FROM JACKSON, TETON
 OX0199'COUNTY, ABOUT 1.7 MILE EAST OF WILSON, AT THE BRIDGE OVER SNAKE RIVER,
 OX0199'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, AND 10.0
 OX0199'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 OX0199'STAMPED Q 46 1934.
 OX0199
 OX0199                          STATION RECOVERY (1966)
 OX0199
 OX0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OX0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0125 ***********************************************************************
 OW0125  DESIGNATION -  Q 47
 OW0125  PID         -  OW0125
 OW0125  STATE/COUNTY-  WY/FREMONT
 OW0125  USGS QUAD   -  CROWHEART (1993)
 OW0125
 OW0125                         *CURRENT SURVEY CONTROL
 OW0125  ___________________________________________________________________
 OW0125* NAD 83(1986)-  43 19 23.     (N)    109 13 30.     (W)     SCALED    
 OW0125* NAVD 88     -      1875.869  (meters)    6154.41   (feet)  ADJUSTED  
 OW0125  ___________________________________________________________________
 OW0125  GEOID HEIGHT-          -9.59  (meters)                     GEOID03
 OW0125  DYNAMIC HT  -        1874.641 (meters)    6150.38  (feet)  COMP
 OW0125  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 OW0125
 OW0125  VERT ORDER  -  SECOND    CLASS 0
 OW0125
 OW0125.The horizontal coordinates were scaled from a topographic map and have
 OW0125.an estimated accuracy of +/- 6 seconds.
 OW0125
 OW0125.The orthometric height was determined by differential leveling
 OW0125.and adjusted by the National Geodetic Survey in June 1991..
 OW0125
 OW0125.The geoid height was determined by GEOID03.
 OW0125
 OW0125.The dynamic height is computed by dividing the NAVD 88
 OW0125.geopotential number by the normal gravity value computed on the
 OW0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0125.degrees latitude (g = 980.6199 gals.).
 OW0125
 OW0125.The modeled gravity was interpolated from observed gravity values.
 OW0125
 OW0125;                    North         East    Units  Estimated Accuracy
 OW0125;SPC WYWC     -   313,650.      561,470.      MT  (+/- 180 meters Scaled)
 OW0125
 OW0125                          SUPERSEDED SURVEY CONTROL
 OW0125
 OW0125  NGVD 29 (??/??/92) 1874.805  (m)         6150.92   (f) ADJ UNCH    2 0
 OW0125
 OW0125.Superseded values are not recommended for survey control.
 OW0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0125.See file dsdata.txt to determine how the superseded data were derived.
 OW0125
 OW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN439982(NAD 83)
 OW0125_MARKER: DB = BENCH MARK DISK
 OW0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0125_STAMPING: Q 47 1934
 OW0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0125+STABILITY: SURFACE MOTION
 OW0125
 OW0125  HISTORY     - Date     Condition        Report By
 OW0125  HISTORY     - 1934     MONUMENTED       CGS
 OW0125  HISTORY     - 1950     GOOD             NGS
 OW0125
 OW0125                          STATION DESCRIPTION
 OW0125
 OW0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0125'30.6 MI E FROM DUBOIS.
 OW0125'ABOUT 30.6 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0125'DUBOIS, FREMONT COUNTY, ABOUT 3.2 MILES WEST OF THE BRIDGE OVER MEADOW
 OW0125'CREEK, AND 36.2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 OW0125'STANDARD DISK, STAMPED Q 47 1934 AND SET IN THE TOP OF A CONCRETE
 OW0125'POST.
 OW0125
 OW0125                          STATION RECOVERY (1950)
 OW0125
 OW0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 OW0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0046 ***********************************************************************
 OW0046  DESIGNATION -  Q 49
 OW0046  PID         -  OW0046
 OW0046  STATE/COUNTY-  WY/HOT SPRINGS
 OW0046  USGS QUAD   -  BLUE MESA WEST (1985)
 OW0046
 OW0046                         *CURRENT SURVEY CONTROL
 OW0046  ___________________________________________________________________
 OW0046* NAD 83(1986)-  43 52 53.     (N)    108 28 18.     (W)     SCALED    
 OW0046* NAVD 88     -      1562.168  (meters)    5125.21   (feet)  ADJUSTED  
 OW0046  ___________________________________________________________________
 OW0046  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 OW0046  DYNAMIC HT  -        1561.307 (meters)    5122.39  (feet)  COMP
 OW0046  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 OW0046
 OW0046  VERT ORDER  -  SECOND    CLASS 0
 OW0046
 OW0046.The horizontal coordinates were scaled from a topographic map and have
 OW0046.an estimated accuracy of +/- 6 seconds.
 OW0046
 OW0046.The orthometric height was determined by differential leveling
 OW0046.and adjusted by the National Geodetic Survey in June 1991..
 OW0046
 OW0046.The geoid height was determined by GEOID03.
 OW0046
 OW0046.The dynamic height is computed by dividing the NAVD 88
 OW0046.geopotential number by the normal gravity value computed on the
 OW0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0046.degrees latitude (g = 980.6199 gals.).
 OW0046
 OW0046.The modeled gravity was interpolated from observed gravity values.
 OW0046
 OW0046;                    North         East    Units  Estimated Accuracy
 OW0046;SPC WYWC     -   375,610.      622,370.      MT  (+/- 180 meters Scaled)
 OW0046
 OW0046                          SUPERSEDED SURVEY CONTROL
 OW0046
 OW0046  NGVD 29 (??/??/92) 1561.211  (m)         5122.07   (f) ADJ UNCH    2 0
 OW0046
 OW0046.Superseded values are not recommended for survey control.
 OW0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0046.See file dsdata.txt to determine how the superseded data were derived.
 OW0046
 OW0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP031618(NAD 83)
 OW0046_MARKER: DB = BENCH MARK DISK
 OW0046_SETTING: 66 = SET IN ROCK OUTCROP
 OW0046_SP_SET: ROCK OUTCROP
 OW0046_STAMPING: Q 49 1934
 OW0046_MARK LOGO: CGS   
 OW0046_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0046+STABILITY: POSITION/ELEVATION WELL
 OW0046
 OW0046  HISTORY     - Date     Condition        Report By
 OW0046  HISTORY     - 1934     MONUMENTED       CGS
 OW0046  HISTORY     - 1979     GOOD             USGS
 OW0046  HISTORY     - 19840420 GOOD             WYDT
 OW0046
 OW0046                          STATION DESCRIPTION
 OW0046
 OW0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0046'34.9 MI NW FROM THERMOPOLIS.
 OW0046'ABOUT 34.9 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0046'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 12.5 MILES NORTHEAST
 OW0046'OF THE POST OFFICE AT HAMILTON DOME, ABOUT 12 MILES SOUTHEAST OF THE
 OW0046'POST OFFICE AT GRASS CREEK, ABOUT 172 FEET WEST OF THE CENTER OF THE
 OW0046'JUNCTION OF THE ROAD TO KIRBY, 75 FEET SOUTHWEST OF THE CENTER LINE OF
 OW0046'THE HIGHWAY, AND IN THE TOP OF A LARGE SANDSTONE OUTCROP ABOUT 8 FEET
 OW0046'ABOVE THE GROUND.  A STANDARD DISK, STAMPED Q 49 1934.
 OW0046
 OW0046                          STATION RECOVERY (1979)
 OW0046
 OW0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0046'RECOVERED IN GOOD CONDITION.
 OW0046
 OW0046                          STATION RECOVERY (1984)
 OW0046
 OW0046'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1984
 OW0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0029 ***********************************************************************
 NT0029  DESIGNATION -  Q 50
 NT0029  PID         -  NT0029
 NT0029  STATE/COUNTY-  WY/SUBLETTE
 NT0029  USGS QUAD   -  MILLESON DRAW (1969)
 NT0029
 NT0029                         *CURRENT SURVEY CONTROL
 NT0029  ___________________________________________________________________
 NT0029* NAD 83(1986)-  42 26 38.     (N)    110 05 43.     (W)     SCALED    
 NT0029* NAVD 88     -      2060.610  (meters)    6760.52   (feet)  ADJUSTED  
 NT0029  ___________________________________________________________________
 NT0029  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 NT0029  DYNAMIC HT  -        2058.931 (meters)    6755.01  (feet)  COMP
 NT0029  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 NT0029
 NT0029  VERT ORDER  -  SECOND    CLASS 0
 NT0029
 NT0029.The horizontal coordinates were scaled from a topographic map and have
 NT0029.an estimated accuracy of +/- 6 seconds.
 NT0029
 NT0029.The orthometric height was determined by differential leveling
 NT0029.and adjusted by the National Geodetic Survey in June 1991..
 NT0029
 NT0029.The geoid height was determined by GEOID03.
 NT0029
 NT0029.The dynamic height is computed by dividing the NAVD 88
 NT0029.geopotential number by the normal gravity value computed on the
 NT0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0029.degrees latitude (g = 980.6199 gals.).
 NT0029
 NT0029.The modeled gravity was interpolated from observed gravity values.
 NT0029
 NT0029;                    North         East    Units  Estimated Accuracy
 NT0029;SPC WY W     -   315,880.      799,020.      MT  (+/- 180 meters Scaled)
 NT0029
 NT0029                          SUPERSEDED SURVEY CONTROL
 NT0029
 NT0029  NGVD 29 (??/??/92) 2059.24   (m)         6756.0    (f) COMPUTED    2 0
 NT0029
 NT0029.Superseded values are not recommended for survey control.
 NT0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0029.See file dsdata.txt to determine how the superseded data were derived.
 NT0029
 NT0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM744994(NAD 83)
 NT0029_MARKER: DB = BENCH MARK DISK
 NT0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0029_STAMPING: Q 50 1934
 NT0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0029+STABILITY: SURFACE MOTION
 NT0029
 NT0029  HISTORY     - Date     Condition        Report By
 NT0029  HISTORY     - 1934     MONUMENTED       CGS
 NT0029
 NT0029                          STATION DESCRIPTION
 NT0029
 NT0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0029'6.8 MI S FROM BIG PINEY.
 NT0029'6.8 MILES SOUTH, BY HIGHWAY, OF POST OFFICE.  ALONG WYOMING STATE
 NT0029'HIGHWAY 287, AT POINT WHERE TELEPHONE LINE CROSSES THE HIGHWAY AND
 NT0029'ABOUT 0.3 MILE EAST OF POINT WHERE TWO TELEPHONE LINES CROSS EACH
 NT0029'OTHER.  32.5 FEET NORTH OF CENTERLINE OF HIGHWAY, AND 10.5 FEET EAST
 NT0029'OF LAST POLE ON NORTH SIDE OF HIGHWAY.  MARK SET IN TOP OF CONCRETE
 NT0029'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0691 ***********************************************************************
 NT0691  DESIGNATION -  Q 50 RESET
 NT0691  PID         -  NT0691
 NT0691  STATE/COUNTY-  WY/SUBLETTE
 NT0691  USGS QUAD   -  MILLESON DRAW (1969)
 NT0691
 NT0691                         *CURRENT SURVEY CONTROL
 NT0691  ___________________________________________________________________
 NT0691* NAD 83(1986)-  42 26 38.     (N)    110 05 43.     (W)     SCALED    
 NT0691* NAVD 88     -      2060.73   (+/-2cm)    6760.9    (feet)  VERTCON   
 NT0691  ___________________________________________________________________
 NT0691  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 NT0691
 NT0691  VERT ORDER  -  THIRD (See Below)
 NT0691
 NT0691.The horizontal coordinates were scaled from a topographic map and have
 NT0691.an estimated accuracy of +/- 6 seconds.
 NT0691
 NT0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0691.The vertical order pertains to the NGVD 29 superseded value.
 NT0691
 NT0691.The geoid height was determined by GEOID03.
 NT0691
 NT0691;                    North         East    Units  Estimated Accuracy
 NT0691;SPC WY W     -   315,880.      799,020.      MT  (+/- 180 meters Scaled)
 NT0691
 NT0691                          SUPERSEDED SURVEY CONTROL
 NT0691
 NT0691  NGVD 29 (03/28/06) 2059.36   (m)         6756.4    (f) RESET       3  
 NT0691
 NT0691.Superseded values are not recommended for survey control.
 NT0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0691.See file dsdata.txt to determine how the superseded data were derived.
 NT0691
 NT0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM744994(NAD 83)
 NT0691_MARKER: DV = VERTICAL CONTROL DISK
 NT0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0691_SP_SET: CONCRETE POST
 NT0691_STAMPING: Q 50 RESET 1988
 NT0691_MARK LOGO: NGS   
 NT0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0691+STABILITY: SURFACE MOTION
 NT0691
 NT0691  HISTORY     - Date     Condition        Report By
 NT0691  HISTORY     - 1988     MONUMENTED       WYDT
 NT0691
 NT0691                          STATION DESCRIPTION
 NT0691
 NT0691'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1988
 NT0691'7.0 MILES (11.3 KM) SOUTH ALONG US HIGHWAY 189 FROM BIG PINEY, 78 FEET
 NT0691'(23.8 M) WEST OF ROADWAY CENTERLINE NEAR RIGHT OF WAY FENCE IN
 NT0691'RECLAIMED GRAVEL PIT.  SET HORIZONTALLY IN A 6 INCH BY 6 INCH
 NT0691'REINFORCED CONCRETE POST 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0031 ***********************************************************************
 MR0031  DESIGNATION -  Q 51
 MR0031  PID         -  MR0031
 MR0031  STATE/COUNTY-  WY/LINCOLN
 MR0031  USGS QUAD   -  GRAHAM RESERVOIR (1980)
 MR0031
 MR0031                         *CURRENT SURVEY CONTROL
 MR0031  ___________________________________________________________________
 MR0031* NAD 83(1986)-  41 53 28.     (N)    110 21 08.     (W)     SCALED    
 MR0031* NAVD 88     -      2176.805  (meters)    7141.73   (feet)  ADJUSTED  
 MR0031  ___________________________________________________________________
 MR0031  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 MR0031  DYNAMIC HT  -        2174.945 (meters)    7135.63  (feet)  COMP
 MR0031  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 MR0031
 MR0031  VERT ORDER  -  SECOND    CLASS 0
 MR0031
 MR0031.The horizontal coordinates were scaled from a topographic map and have
 MR0031.an estimated accuracy of +/- 6 seconds.
 MR0031
 MR0031.The orthometric height was determined by differential leveling
 MR0031.and adjusted by the National Geodetic Survey in June 1991..
 MR0031
 MR0031.The geoid height was determined by GEOID03.
 MR0031
 MR0031.The dynamic height is computed by dividing the NAVD 88
 MR0031.geopotential number by the normal gravity value computed on the
 MR0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0031.degrees latitude (g = 980.6199 gals.).
 MR0031
 MR0031.The modeled gravity was interpolated from observed gravity values.
 MR0031
 MR0031;                    North         East    Units  Estimated Accuracy
 MR0031;SPC WY W     -   254,520.      777,690.      MT  (+/- 180 meters Scaled)
 MR0031
 MR0031                          SUPERSEDED SURVEY CONTROL
 MR0031
 MR0031  NGVD 29 (??/??/92) 2175.41   (m)         7137.2    (f) COMPUTED    2 0
 MR0031
 MR0031.Superseded values are not recommended for survey control.
 MR0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0031.See file dsdata.txt to determine how the superseded data were derived.
 MR0031
 MR0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM537378(NAD 83)
 MR0031_MARKER: DB = BENCH MARK DISK
 MR0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0031_SP_SET: CULVERT
 MR0031_STAMPING: Q 51 1934
 MR0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0031
 MR0031  HISTORY     - Date     Condition        Report By
 MR0031  HISTORY     - 1934     MONUMENTED       CGS
 MR0031  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0031
 MR0031                          STATION DESCRIPTION
 MR0031
 MR0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0031'15.3 MI NE FROM KEMMERER.
 MR0031'ABOUT 15.3 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE
 MR0031'AT KEMMERER, LINCOLN COUNTY, AT A CONCRETE CULVERT, IN THE CENTER OF
 MR0031'THE TOP OF THE EAST HEAD WALL, AND 13 FEET EAST OF THE CENTER LINE OF
 MR0031'THE HIGHWAY.  A STANDARD DISK, STAMPED Q 51 1934.
 MR0031
 MR0031                          STATION RECOVERY (1969)
 MR0031
 MR0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0047 ***********************************************************************
 MR0047  DESIGNATION -  Q 52
 MR0047  PID         -  MR0047
 MR0047  STATE/COUNTY-  WY/LINCOLN
 MR0047  USGS QUAD   -  COW HOLLOW CREEK (1969)
 MR0047
 MR0047                         *CURRENT SURVEY CONTROL
 MR0047  ___________________________________________________________________
 MR0047* NAD 83(1986)-  41 45 03.     (N)    110 09 54.     (W)     SCALED    
 MR0047* NAVD 88     -      1983.533  (meters)    6507.64   (feet)  ADJUSTED  
 MR0047  ___________________________________________________________________
 MR0047  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 MR0047  DYNAMIC HT  -        1981.828 (meters)    6502.05  (feet)  COMP
 MR0047  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 MR0047
 MR0047  VERT ORDER  -  SECOND    CLASS 0
 MR0047
 MR0047.The horizontal coordinates were scaled from a topographic map and have
 MR0047.an estimated accuracy of +/- 6 seconds.
 MR0047
 MR0047.The orthometric height was determined by differential leveling
 MR0047.and adjusted by the National Geodetic Survey in June 1991..
 MR0047
 MR0047.The geoid height was determined by GEOID03.
 MR0047
 MR0047.The dynamic height is computed by dividing the NAVD 88
 MR0047.geopotential number by the normal gravity value computed on the
 MR0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0047.degrees latitude (g = 980.6199 gals.).
 MR0047
 MR0047.The modeled gravity was interpolated from observed gravity values.
 MR0047
 MR0047;                    North         East    Units  Estimated Accuracy
 MR0047;SPC WY W     -   238,910.      793,210.      MT  (+/- 180 meters Scaled)
 MR0047
 MR0047                          SUPERSEDED SURVEY CONTROL
 MR0047
 MR0047  NGVD 29 (??/??/92) 1982.178  (m)         6503.20   (f) ADJ UNCH    2 0
 MR0047
 MR0047.Superseded values are not recommended for survey control.
 MR0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0047.See file dsdata.txt to determine how the superseded data were derived.
 MR0047
 MR0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM694224(NAD 83)
 MR0047_MARKER: DB = BENCH MARK DISK
 MR0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0047_STAMPING: Q 52 1934
 MR0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0047+STABILITY: SURFACE MOTION
 MR0047
 MR0047  HISTORY     - Date     Condition        Report By
 MR0047  HISTORY     - 1934     MONUMENTED       CGS
 MR0047
 MR0047                          STATION DESCRIPTION
 MR0047
 MR0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0047'8.8 MI E FROM OPAL.
 MR0047'ABOUT 8.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0047'AT OPAL, LINCOLN COUNTY, AT THE STATION AT NUTRIA, ABOUT 1,740 FEET
 MR0047'EAST OF MILEPOST 16, 47 FEET NORTHWEST OF THE NORTHWEST FACE OF THE
 MR0047'BASE OF THE WATER TANK, AND 163 FEET NORTHEAST OF THE NORTH RAIL OF
 MR0047'THE MAIN TRACK.  A STANDARD DISK, STAMPED Q 52 1934 AND SET IN THE TOP
 MR0047'OF A CONCRETE POST.  NOTE-- MARK IS SLIGHTLY CANTED. THE WATER TANK IS
 MR0047'NO LONGER IN PLACE.  MARK IS 27 FEET WESTERLY FROM THE CONCRETE BASE
 MR0047'OF THE OLD WATER TANK FOUNDATION, AND IS IN FRONT OF THE WEST GRAGE OF
 MR0047'A TWO CAR GARAGE.  THE WOODED RAMP TO THE GARAGE HAS BEEN BUILT ABOUT
 MR0047'THE MARK WITH CAR TRAFFIC TRAVELING OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0120 ***********************************************************************
 OU0120  DESIGNATION -  Q 53
 OU0120  PID         -  OU0120
 OU0120  STATE/COUNTY-  WY/NIOBRARA
 OU0120  USGS QUAD   -  COYOTE GAP (1981)
 OU0120
 OU0120                         *CURRENT SURVEY CONTROL
 OU0120  ___________________________________________________________________
 OU0120* NAD 83(1986)-  43 05 53.     (N)    104 21 54.     (W)     SCALED    
 OU0120* NAVD 88     -      1262.725  (meters)    4142.79   (feet)  ADJUSTED  
 OU0120  ___________________________________________________________________
 OU0120  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 OU0120  DYNAMIC HT  -        1262.102 (meters)    4140.75  (feet)  COMP
 OU0120  MODELED GRAV-     980,083.3   (mgal)                       NAVD 88
 OU0120
 OU0120  VERT ORDER  -  SECOND    CLASS 0
 OU0120
 OU0120.The horizontal coordinates were scaled from a topographic map and have
 OU0120.an estimated accuracy of +/- 6 seconds.
 OU0120
 OU0120.The orthometric height was determined by differential leveling
 OU0120.and adjusted by the National Geodetic Survey in June 1991..
 OU0120.WARNING-Repeat measurements at this control monument indicate possible
 OU0120.vertical movement.
 OU0120
 OU0120.The geoid height was determined by GEOID03.
 OU0120
 OU0120.The dynamic height is computed by dividing the NAVD 88
 OU0120.geopotential number by the normal gravity value computed on the
 OU0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0120.degrees latitude (g = 980.6199 gals.).
 OU0120
 OU0120.The modeled gravity was interpolated from observed gravity values.
 OU0120
 OU0120;                    North         East    Units  Estimated Accuracy
 OU0120;SPC WY E     -   288,860.      265,260.      MT  (+/- 180 meters Scaled)
 OU0120
 OU0120                          SUPERSEDED SURVEY CONTROL
 OU0120
 OU0120  NGVD 29 (??/??/92) 1262.067  (m)         4140.63   (f) ADJ UNCH    2 0
 OU0120
 OU0120.Superseded values are not recommended for survey control.
 OU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0120.See file dsdata.txt to determine how the superseded data were derived.
 OU0120
 OU0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH516718(NAD 83)
 OU0120_MARKER: DB = BENCH MARK DISK
 OU0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0120_STAMPING: Q 53 1934
 OU0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0120+STABILITY: SURFACE MOTION
 OU0120
 OU0120  HISTORY     - Date     Condition        Report By
 OU0120  HISTORY     - 1934     MONUMENTED       CGS
 OU0120  HISTORY     - 1957     GOOD             NGS
 OU0120  HISTORY     - 1976     GOOD             USGS
 OU0120
 OU0120                          STATION DESCRIPTION
 OU0120
 OU0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0120'25.1 MI N FROM LUSK.
 OU0120'25.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0120'LUSK, THENCE 0.1 MILE WEST ALONG A TRACK ROAD, 53 FEET EAST OF
 OU0120'THE CENTER LINE OF OLD U.S. HIGHWAY 85, 209 FEET SOUTHEAST OF A
 OU0120'POWER POLE, 30 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 1
 OU0120'FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 OU0120'POST WHICH PROJECTS 1.2 FEET ABOVE THE GROUND, IN THE NORTHEAST
 OU0120'1/4 OF SECTION 13, TOWNSHIP 36 NORTH, RANGE 63 WEST.
 OU0120
 OU0120                          STATION RECOVERY (1976)
 OU0120
 OU0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0120'25.0 MILES NORTH ALONG NEW U.S. HWY 85 FROM THE COUNTY COURTHOUSE AT
 OU0120'LUSK, NIOBRARA CO., 70 FEET WEST OF CENTERLINE OF THE NEW HWY 85, 85
 OU0120'FEET ENE OF THE JUNCTION OF A T-ROAD LEADING WEST, 35 FEET WEST OF Q
 OU0120'53 RESET 1970, 21 FEET WEST OF R-O-W FENCE. A STANDARD DISK, STAMPED
 OU0120'"Q 53 1934" AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0121 ***********************************************************************
 OU0121  DESIGNATION -  Q 53 RESET
 OU0121  PID         -  OU0121
 OU0121  STATE/COUNTY-  WY/NIOBRARA
 OU0121  USGS QUAD   -  COYOTE GAP (1981)
 OU0121
 OU0121                         *CURRENT SURVEY CONTROL
 OU0121  ___________________________________________________________________
 OU0121* NAD 83(1986)-  43 05 56.     (N)    104 22 00.     (W)     SCALED    
 OU0121* NAVD 88     -      1263.17   (+/-2cm)    4144.3    (feet)  VERTCON   
 OU0121  ___________________________________________________________________
 OU0121  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 OU0121
 OU0121  VERT ORDER  -  THIRD (See Below)
 OU0121
 OU0121.The horizontal coordinates were scaled from a topographic map and have
 OU0121.an estimated accuracy of +/- 6 seconds.
 OU0121
 OU0121.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0121.The vertical order pertains to the NGVD 29 superseded value.
 OU0121
 OU0121.The geoid height was determined by GEOID03.
 OU0121
 OU0121;                    North         East    Units  Estimated Accuracy
 OU0121;SPC WY E     -   288,950.      265,120.      MT  (+/- 180 meters Scaled)
 OU0121
 OU0121                          SUPERSEDED SURVEY CONTROL
 OU0121
 OU0121  NGVD 29 (03/28/06) 1262.51   (m)         4142.1    (f) RESET       3  
 OU0121
 OU0121.Superseded values are not recommended for survey control.
 OU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0121.See file dsdata.txt to determine how the superseded data were derived.
 OU0121
 OU0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH515719(NAD 83)
 OU0121_MARKER: DB = BENCH MARK DISK
 OU0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0121_STAMPING: Q 53 RESET 1970
 OU0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0121+STABILITY: SURFACE MOTION
 OU0121
 OU0121  HISTORY     - Date     Condition        Report By
 OU0121  HISTORY     - 1970     MONUMENTED       WYHD
 OU0121
 OU0121                          STATION DESCRIPTION
 OU0121
 OU0121'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1970
 OU0121'25 MI N FROM LUSK.
 OU0121'25 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0121'LUSK, THENCE 0.1 MILE WEST ALONG A TRACK ROAD, 85 FEET EAST OF
 OU0121'THE CENTER LINE OF OLD U.S. HIGHWAY 85, ABOUT 30 FEET NORTH OF
 OU0121'THE CENTER LINE OF THE TRACK ROAD, 7 FEET OUTSIDE NEW
 OU0121'RIGHT-OF-WAY FENCE LINE AND BELIEVED TO BE SET IN THE TOP OF A
 OU0121'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0084 ***********************************************************************
 OU0084  DESIGNATION -  Q 55
 OU0084  PID         -  OU0084
 OU0084  STATE/COUNTY-  WY/WESTON
 OU0084  USGS QUAD   -  KLODT RESERVOIR (1972)
 OU0084
 OU0084                         *CURRENT SURVEY CONTROL
 OU0084  ___________________________________________________________________
 OU0084* NAD 83(1986)-  43 47 54.     (N)    104 23 42.     (W)     SCALED    
 OU0084* NAVD 88     -      1225.919  (meters)    4022.04   (feet)  ADJUSTED  
 OU0084  ___________________________________________________________________
 OU0084  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 OU0084  DYNAMIC HT  -        1225.383 (meters)    4020.28  (feet)  COMP
 OU0084  MODELED GRAV-     980,138.7   (mgal)                       NAVD 88
 OU0084
 OU0084  VERT ORDER  -  SECOND    CLASS 0
 OU0084
 OU0084.The horizontal coordinates were scaled from a topographic map and have
 OU0084.an estimated accuracy of +/- 6 seconds.
 OU0084
 OU0084.The orthometric height was determined by differential leveling
 OU0084.and adjusted by the National Geodetic Survey in June 1991..
 OU0084
 OU0084.The geoid height was determined by GEOID03.
 OU0084
 OU0084.The dynamic height is computed by dividing the NAVD 88
 OU0084.geopotential number by the normal gravity value computed on the
 OU0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0084.degrees latitude (g = 980.6199 gals.).
 OU0084
 OU0084.The modeled gravity was interpolated from observed gravity values.
 OU0084
 OU0084;                    North         East    Units  Estimated Accuracy
 OU0084;SPC WY E     -   366,630.      262,100.      MT  (+/- 180 meters Scaled)
 OU0084
 OU0084                          SUPERSEDED SURVEY CONTROL
 OU0084
 OU0084  NGVD 29 (??/??/92) 1225.272  (m)         4019.91   (f) ADJ UNCH    2 0
 OU0084
 OU0084.Superseded values are not recommended for survey control.
 OU0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0084.See file dsdata.txt to determine how the superseded data were derived.
 OU0084
 OU0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ486496(NAD 83)
 OU0084_MARKER: P = PIPE CAP
 OU0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0084_STAMPING: Q-55 1934
 OU0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0084+STABILITY: SURFACE MOTION
 OU0084
 OU0084  HISTORY     - Date     Condition        Report By
 OU0084  HISTORY     - 1934     MONUMENTED       CGS
 OU0084  HISTORY     - 1972     GOOD             USGS
 OU0084
 OU0084                          STATION DESCRIPTION
 OU0084
 OU0084'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 OU0084'11 MI SW FROM NEWCASTLE.
 OU0084'NEWCASTLE, ABOUT 11.0 MILES SW OF ALONG U.S. HWY. 16 AND STATE
 OU0084'HWY. 450, ABOUT 1800 FEET NW OF THE JUNCTION OF A MAIN ROAD SOUTH
 OU0084'TO JOHNSON RANCH, ABOUT 80 FEET SE OF THE CORNER OF SECS.
 OU0084'10-11-15-14, T.44 N. R. 63 W., 35 FEET NORTH OF THE CENTERLINE
 OU0084'OF THE ABANDONED COUNTY ROAD AND ABOUT 180 FEET EAST OF A
 OU0084'PIPELINE CROSSING.  A STANDARD USC AND GS DISK SET IN THE TOP
 OU0084'OF A CONCRETE POST PROJECTING 0.3 FT., STAMPED Q-55 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0227 ***********************************************************************
 OU0227  DESIGNATION -  Q 57
 OU0227  PID         -  OU0227
 OU0227  STATE/COUNTY-  WY/CONVERSE
 OU0227  USGS QUAD   -  DUGOUT CREEK NORTH (1984)
 OU0227
 OU0227                         *CURRENT SURVEY CONTROL
 OU0227  ___________________________________________________________________
 OU0227* NAD 83(1986)-  43 23 08.     (N)    105 22 31.     (W)     SCALED    
 OU0227* NAVD 88     -      1513.170  (meters)    4964.46   (feet)  ADJUSTED  
 OU0227  ___________________________________________________________________
 OU0227  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 OU0227  DYNAMIC HT  -        1512.304 (meters)    4961.62  (feet)  COMP
 OU0227  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 OU0227
 OU0227  VERT ORDER  -  SECOND    CLASS 0
 OU0227
 OU0227.The horizontal coordinates were scaled from a topographic map and have
 OU0227.an estimated accuracy of +/- 6 seconds.
 OU0227
 OU0227.The orthometric height was determined by differential leveling
 OU0227.and adjusted by the National Geodetic Survey in June 1991..
 OU0227
 OU0227.The geoid height was determined by GEOID03.
 OU0227
 OU0227.The dynamic height is computed by dividing the NAVD 88
 OU0227.geopotential number by the normal gravity value computed on the
 OU0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0227.degrees latitude (g = 980.6199 gals.).
 OU0227
 OU0227.The modeled gravity was interpolated from observed gravity values.
 OU0227
 OU0227;                    North         East    Units  Estimated Accuracy
 OU0227;SPC WY E     -   320,510.      183,100.      MT  (+/- 180 meters Scaled)
 OU0227
 OU0227                          SUPERSEDED SURVEY CONTROL
 OU0227
 OU0227.No superseded survey control is available for this station.
 OU0227
 OU0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ696037(NAD 83)
 OU0227_MARKER: DB = BENCH MARK DISK
 OU0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0227_STAMPING: Q-57 1934
 OU0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0227+STABILITY: SURFACE MOTION
 OU0227
 OU0227  HISTORY     - Date     Condition        Report By
 OU0227  HISTORY     - 1934     MONUMENTED       CGS
 OU0227  HISTORY     - 1959     GOOD             NGS
 OU0227
 OU0227                          STATION DESCRIPTION
 OU0227
 OU0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0227'1.9 MI SE FROM VERSE.
 OU0227'1.9 MILES SOUTHEAST ALONG THE ROAD LEADING TO DOUGLAS FROM THE
 OU0227'POST OFFICE AT VERSE, CONVERSE COUNTY, ABOUT 0.5 MILE NORTHEAST
 OU0227'OF A ROAD LEADING NORTH TO A FARM, ON THE WEST SLOPE OF A LONG
 OU0227'HILL, ABOUT 0.2 MILE WEST OF A SMALL SHACK NORTH OF THE ROAD,
 OU0227'AND 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 OU0227'DISK, STAMPED Q 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OU0227'13.6 MI. NW ALONG STATE HWY 59 FROM BILL, THENCE 0.9 MI. E. ALONG
 OU0227'GRADED ROAD, THENCE 0.9 MI. S. ALONG ABANDONED COUNTY ROAD, 0.9
 OU0227'MI. NE OF ROBERTSONS RANCH, 48 FT. E OF ROAD.
 OU0227
 OU0227                          STATION RECOVERY (1959)
 OU0227
 OU0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OU0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0234 ***********************************************************************
 OU0234  DESIGNATION -  Q 58
 OU0234  PID         -  OU0234
 OU0234  STATE/COUNTY-  WY/CONVERSE
 OU0234  USGS QUAD   -  BILL (1984)
 OU0234
 OU0234                         *CURRENT SURVEY CONTROL
 OU0234  ___________________________________________________________________
 OU0234* NAD 83(1986)-  43 10 32.     (N)    105 15 35.     (W)     SCALED    
 OU0234* NAVD 88     -      1443.778  (meters)    4736.80   (feet)  ADJUSTED  
 OU0234  ___________________________________________________________________
 OU0234  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 OU0234  DYNAMIC HT  -        1442.946 (meters)    4734.07  (feet)  COMP
 OU0234  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 OU0234
 OU0234  VERT ORDER  -  SECOND    CLASS 0
 OU0234
 OU0234.The horizontal coordinates were scaled from a topographic map and have
 OU0234.an estimated accuracy of +/- 6 seconds.
 OU0234
 OU0234.The orthometric height was determined by differential leveling
 OU0234.and adjusted by the National Geodetic Survey in June 1991..
 OU0234
 OU0234.The geoid height was determined by GEOID03.
 OU0234
 OU0234.The dynamic height is computed by dividing the NAVD 88
 OU0234.geopotential number by the normal gravity value computed on the
 OU0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0234.degrees latitude (g = 980.6199 gals.).
 OU0234
 OU0234.The modeled gravity was interpolated from observed gravity values.
 OU0234
 OU0234;                    North         East    Units  Estimated Accuracy
 OU0234;SPC WY E     -   297,160.      192,430.      MT  (+/- 180 meters Scaled)
 OU0234
 OU0234                          SUPERSEDED SURVEY CONTROL
 OU0234
 OU0234  NGVD 29 (??/??/92) 1442.964  (m)         4734.12   (f) ADJ UNCH    2 0
 OU0234
 OU0234.Superseded values are not recommended for survey control.
 OU0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0234.See file dsdata.txt to determine how the superseded data were derived.
 OU0234
 OU0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH788803(NAD 83)
 OU0234_MARKER: DB = BENCH MARK DISK
 OU0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0234_STAMPING: Q 58 1934
 OU0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0234+STABILITY: SURFACE MOTION
 OU0234
 OU0234  HISTORY     - Date     Condition        Report By
 OU0234  HISTORY     - 1934     MONUMENTED       CGS
 OU0234  HISTORY     - 1955     MARK NOT FOUND   USGS
 OU0234
 OU0234                          STATION DESCRIPTION
 OU0234
 OU0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0234'31.7 MI N FROM DOUGLAS.
 OU0234'31.7 MILES NORTH ALONG STATE HIGHWAY 185 FROM DOUGLAS, CONVERSE
 OU0234'COUNTY, ABOUT 3.8 MILES SOUTH OF THE COMMUNITY CENTER AT DRY
 OU0234'CREEK, AT THE BOTTOM OF A HILL, ABOUT 1/2 MILE NORTH OF A RANCH
 OU0234'WITH SMALL BUILDINGS ON BOTH SIDES OF THE HIGHWAY, AND 30 FEET
 OU0234'WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OU0234'Q 58 1934 AND SET IN THE TOP OF A CONCRETE POST.  SEARCHED FOR BUT
 OU0234'NOT RECOVERED IN 1944.
 OU0234
 OU0234                          STATION RECOVERY (1955)
 OU0234
 OU0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 OU0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0140 ***********************************************************************
 PV0140  DESIGNATION -  Q 59
 PV0140  PID         -  PV0140
 PV0140  STATE/COUNTY-  WY/CROOK
 PV0140  USGS QUAD   -  MOORCROFT (1984)
 PV0140
 PV0140                         *CURRENT SURVEY CONTROL
 PV0140  ___________________________________________________________________
 PV0140* NAD 83(1986)-  44 19 50.     (N)    104 55 00.     (W)     SCALED    
 PV0140* NAVD 88     -      1248.134  (meters)    4094.92   (feet)  ADJUSTED  
 PV0140  ___________________________________________________________________
 PV0140  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PV0140  DYNAMIC HT  -        1247.651 (meters)    4093.34  (feet)  COMP
 PV0140  MODELED GRAV-     980,187.9   (mgal)                       NAVD 88
 PV0140
 PV0140  VERT ORDER  -  SECOND    CLASS 0
 PV0140
 PV0140.The horizontal coordinates were scaled from a topographic map and have
 PV0140.an estimated accuracy of +/- 6 seconds.
 PV0140
 PV0140.The orthometric height was determined by differential leveling
 PV0140.and adjusted by the National Geodetic Survey in June 1991..
 PV0140
 PV0140.The geoid height was determined by GEOID03.
 PV0140
 PV0140.The dynamic height is computed by dividing the NAVD 88
 PV0140.geopotential number by the normal gravity value computed on the
 PV0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0140.degrees latitude (g = 980.6199 gals.).
 PV0140
 PV0140.The modeled gravity was interpolated from observed gravity values.
 PV0140
 PV0140;                    North         East    Units  Estimated Accuracy
 PV0140;SPC WY E     -   425,510.      219,940.      MT  (+/- 180 meters Scaled)
 PV0140
 PV0140                          SUPERSEDED SURVEY CONTROL
 PV0140
 PV0140  NGVD 29 (??/??/92) 1247.536  (m)         4092.96   (f) ADJ UNCH    2 0
 PV0140
 PV0140.Superseded values are not recommended for survey control.
 PV0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0140.See file dsdata.txt to determine how the superseded data were derived.
 PV0140
 PV0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK066085(NAD 83)
 PV0140_MARKER: DB = BENCH MARK DISK
 PV0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0140_SP_SET: BRIDGE
 PV0140_STAMPING: Q 59 1934
 PV0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0140
 PV0140  HISTORY     - Date     Condition        Report By
 PV0140  HISTORY     - 1934     MONUMENTED       CGS
 PV0140  HISTORY     - 1955     GOOD             USGS
 PV0140  HISTORY     - 1982     MARK NOT FOUND   USGS
 PV0140
 PV0140                          STATION DESCRIPTION
 PV0140
 PV0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0140'6 MI NE FROM MOORCROFT.
 PV0140'6.0 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM MOORCROFT, CROOK
 PV0140'COUNTY, AT THE NORTHEAST CORNER OF THE CONCRETE HIGHWAY BRIDGE
 PV0140'OVER BELLE FOURCHE RIVER, IN THE TOP OF THE EAST END OF THE
 PV0140'NORTH ABUTMENT, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD
 PV0140'DISK, STAMPED Q 59 1934.
 PV0140
 PV0140                          STATION RECOVERY (1955)
 PV0140
 PV0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PV0140'RECOVERED IN GOOD CONDITION.
 PV0140
 PV0140                          STATION RECOVERY (1982)
 PV0140
 PV0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PV0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0017 ***********************************************************************
 OU0017  DESIGNATION -  Q 6
 OU0017  PID         -  OU0017
 OU0017  STATE/COUNTY-  WY/WESTON
 OU0017  USGS QUAD   -  DEWEY (1951)
 OU0017
 OU0017                         *CURRENT SURVEY CONTROL
 OU0017  ___________________________________________________________________
 OU0017* NAD 83(1986)-  43 35 48.     (N)    104 04 22.     (W)     SCALED    
 OU0017* NAVD 88     -      1168.962  (meters)    3835.17   (feet)  ADJUSTED  
 OU0017  ___________________________________________________________________
 OU0017  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 OU0017  DYNAMIC HT  -        1168.478 (meters)    3833.58  (feet)  COMP
 OU0017  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 OU0017
 OU0017  VERT ORDER  -  FIRST     CLASS II
 OU0017
 OU0017.The horizontal coordinates were scaled from a topographic map and have
 OU0017.an estimated accuracy of +/- 6 seconds.
 OU0017
 OU0017.The orthometric height was determined by differential leveling
 OU0017.and adjusted by the National Geodetic Survey in June 1991..
 OU0017
 OU0017.The geoid height was determined by GEOID03.
 OU0017
 OU0017.The dynamic height is computed by dividing the NAVD 88
 OU0017.geopotential number by the normal gravity value computed on the
 OU0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0017.degrees latitude (g = 980.6199 gals.).
 OU0017
 OU0017.The modeled gravity was interpolated from observed gravity values.
 OU0017
 OU0017;                    North         East    Units  Estimated Accuracy
 OU0017;SPC WY E     -   344,520.      288,320.      MT  (+/- 180 meters Scaled)
 OU0017
 OU0017                          SUPERSEDED SURVEY CONTROL
 OU0017
 OU0017  NGVD 29 (??/??/92) 1168.382  (m)         3833.27   (f) ADJ UNCH    1 2
 OU0017
 OU0017.Superseded values are not recommended for survey control.
 OU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0017.See file dsdata.txt to determine how the superseded data were derived.
 OU0017
 OU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ748274(NAD 83)
 OU0017_MARKER: P = PIPE CAP
 OU0017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0017_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0017_STAMPING: Q 6 ELEV 3833.345 FT
 OU0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0017
 OU0017  HISTORY     - Date     Condition        Report By
 OU0017  HISTORY     - UNK      MONUMENTED       CGS
 OU0017  HISTORY     - 1957     GOOD             NGS
 OU0017
 OU0017                          STATION DESCRIPTION
 OU0017
 OU0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0017'20 MI SE FROM NEWCASTLE.
 OU0017'ABOUT 20.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0017'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 28,
 OU0017'T. 42 N., R. 60 W., 42 FEET SOUTHEAST OF THE 13TH POLE SOUTH
 OU0017'OF MILEPOST 501, 92 FEET EAST OF THE EAST RAIL, 5 FEET WEST OF
 OU0017'THE FENCE LINE, 7 1/2 RAILS SOUTH OF A PRIVATE ROAD CROSSING,
 OU0017'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 OU0017'WITH THE TRACK, A CAP ON A 3-INCH IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0189 ***********************************************************************
 PV0189  DESIGNATION -  Q 60
 PV0189  PID         -  PV0189
 PV0189  STATE/COUNTY-  WY/CROOK
 PV0189  USGS QUAD   -  BONNIE RESERVOIR (1972)
 PV0189
 PV0189                         *CURRENT SURVEY CONTROL
 PV0189  ___________________________________________________________________
 PV0189* NAD 83(1986)-  44 50 12.     (N)    105 04 34.     (W)     SCALED    
 PV0189* NAVD 88     -      1220.229  (meters)    4003.37   (feet)  ADJUSTED  
 PV0189  ___________________________________________________________________
 PV0189  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 PV0189  DYNAMIC HT  -        1219.845 (meters)    4002.11  (feet)  COMP
 PV0189  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 PV0189
 PV0189  VERT ORDER  -  SECOND    CLASS 0
 PV0189
 PV0189.The horizontal coordinates were scaled from a topographic map and have
 PV0189.an estimated accuracy of +/- 6 seconds.
 PV0189
 PV0189.The orthometric height was determined by differential leveling
 PV0189.and adjusted by the National Geodetic Survey in June 1991..
 PV0189
 PV0189.The geoid height was determined by GEOID03.
 PV0189
 PV0189.The dynamic height is computed by dividing the NAVD 88
 PV0189.geopotential number by the normal gravity value computed on the
 PV0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0189.degrees latitude (g = 980.6199 gals.).
 PV0189
 PV0189.The modeled gravity was interpolated from observed gravity values.
 PV0189
 PV0189;                    North         East    Units  Estimated Accuracy
 PV0189;SPC WY E     -   481,720.      207,160.      MT  (+/- 180 meters Scaled)
 PV0189
 PV0189                          SUPERSEDED SURVEY CONTROL
 PV0189
 PV0189  NGVD 29 (??/??/92) 1219.599  (m)         4001.30   (f) ADJ UNCH    2 0
 PV0189
 PV0189.Superseded values are not recommended for survey control.
 PV0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0189.See file dsdata.txt to determine how the superseded data were derived.
 PV0189
 PV0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK939648(NAD 83)
 PV0189_MARKER: DB = BENCH MARK DISK
 PV0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0189_STAMPING: Q 60 1934
 PV0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0189+STABILITY: SURFACE MOTION
 PV0189
 PV0189  HISTORY     - Date     Condition        Report By
 PV0189  HISTORY     - 1934     MONUMENTED       CGS
 PV0189  HISTORY     - 1953     GOOD             NGS
 PV0189
 PV0189                          STATION DESCRIPTION
 PV0189
 PV0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0189'5.7 MI S FROM ROCKYPOINT.
 PV0189'IN CROOK COUNTY, ABOUT 5.7 MILES SOUTH ALONG THE ROAD LEADING
 PV0189'TO STRONER FROM ROCKYPOINT, CAMPBELL COUNTY, ON A SMALL HILL
 PV0189'ABOUT 5.6 MILES NORTH OF STRONER, AND 41 FEET WEST OF THE
 PV0189'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED Q 60 1934 AND
 PV0189'SET IN THE TOP OF A CONCRETE POST.
 PV0189
 PV0189                          STATION RECOVERY (1953)
 PV0189
 PV0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PV0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0131 ***********************************************************************
 PV0131  DESIGNATION -  Q 61
 PV0131  PID         -  PV0131
 PV0131  STATE/COUNTY-  WY/CROOK
 PV0131  USGS QUAD   -  THE ROCKS (1984)
 PV0131
 PV0131                         *CURRENT SURVEY CONTROL
 PV0131  ___________________________________________________________________
 PV0131* NAD 83(1986)-  44 26 20.     (N)    104 37 25.     (W)     SCALED    
 PV0131* NAVD 88     -      1467.602  (meters)    4814.96   (feet)  ADJUSTED  
 PV0131  ___________________________________________________________________
 PV0131  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 PV0131  DYNAMIC HT  -        1467.051 (meters)    4813.15  (feet)  COMP
 PV0131  MODELED GRAV-     980,189.6   (mgal)                       NAVD 88
 PV0131
 PV0131  VERT ORDER  -  SECOND    CLASS 0
 PV0131
 PV0131.The horizontal coordinates were scaled from a topographic map and have
 PV0131.an estimated accuracy of +/- 6 seconds.
 PV0131
 PV0131.The orthometric height was determined by differential leveling
 PV0131.and adjusted by the National Geodetic Survey in June 1991..
 PV0131
 PV0131.The geoid height was determined by GEOID03.
 PV0131
 PV0131.The dynamic height is computed by dividing the NAVD 88
 PV0131.geopotential number by the normal gravity value computed on the
 PV0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0131.degrees latitude (g = 980.6199 gals.).
 PV0131
 PV0131.The modeled gravity was interpolated from observed gravity values.
 PV0131
 PV0131;                    North         East    Units  Estimated Accuracy
 PV0131;SPC WY E     -   437,660.      243,230.      MT  (+/- 180 meters Scaled)
 PV0131
 PV0131                          SUPERSEDED SURVEY CONTROL
 PV0131
 PV0131  NGVD 29 (??/??/92) 1466.989  (m)         4812.95   (f) ADJ UNCH    2 0
 PV0131
 PV0131.Superseded values are not recommended for survey control.
 PV0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0131.See file dsdata.txt to determine how the superseded data were derived.
 PV0131
 PV0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK299206(NAD 83)
 PV0131_MARKER: DB = BENCH MARK DISK
 PV0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0131_STAMPING: Q 61 1934
 PV0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0131+STABILITY: SURFACE MOTION
 PV0131
 PV0131  HISTORY     - Date     Condition        Report By
 PV0131  HISTORY     - 1934     MONUMENTED       CGS
 PV0131
 PV0131                          STATION DESCRIPTION
 PV0131
 PV0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0131'12.2 MI SE FROM CARLILE.
 PV0131'12.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PV0131'AT CARLILE, CROOK COUNTY, ABOUT 1.5 MILES EAST OF THE TOP OF A
 PV0131'LONG HILL, NEAR THE FOOT OF A HILL, AT A SMALL KNOLL, 48 FEET
 PV0131'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTH
 PV0131'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 61
 PV0131'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0080 ***********************************************************************
 PV0080  DESIGNATION -  Q 62
 PV0080  PID         -  PV0080
 PV0080  STATE/COUNTY-  WY/WESTON
 PV0080  USGS QUAD   -  FOUR CORNERS (1984)
 PV0080
 PV0080                         *CURRENT SURVEY CONTROL
 PV0080  ___________________________________________________________________
 PV0080* NAD 83(1986)-  44 01 38.     (N)    104 09 24.     (W)     SCALED    
 PV0080* NAVD 88     -      1711.715  (meters)    5615.85   (feet)  ADJUSTED  
 PV0080  ___________________________________________________________________
 PV0080  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 PV0080  DYNAMIC HT  -        1710.907 (meters)    5613.20  (feet)  COMP
 PV0080  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 PV0080
 PV0080  VERT ORDER  -  SECOND    CLASS 0
 PV0080
 PV0080.The horizontal coordinates were scaled from a topographic map and have
 PV0080.an estimated accuracy of +/- 6 seconds.
 PV0080
 PV0080.The orthometric height was determined by differential leveling
 PV0080.and adjusted by the National Geodetic Survey in June 1991..
 PV0080
 PV0080.The geoid height was determined by GEOID03.
 PV0080
 PV0080.The dynamic height is computed by dividing the NAVD 88
 PV0080.geopotential number by the normal gravity value computed on the
 PV0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0080.degrees latitude (g = 980.6199 gals.).
 PV0080
 PV0080.The modeled gravity was interpolated from observed gravity values.
 PV0080
 PV0080;                    North         East    Units  Estimated Accuracy
 PV0080;SPC WY E     -   392,270.      280,970.      MT  (+/- 180 meters Scaled)
 PV0080
 PV0080                          SUPERSEDED SURVEY CONTROL
 PV0080
 PV0080  NGVD 29 (??/??/92) 1711.023  (m)         5613.58   (f) ADJ UNCH    2 0
 PV0080
 PV0080.Superseded values are not recommended for survey control.
 PV0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0080.See file dsdata.txt to determine how the superseded data were derived.
 PV0080
 PV0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ675752(NAD 83)
 PV0080_MARKER: DB = BENCH MARK DISK
 PV0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0080_STAMPING: Q-62-1934
 PV0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0080+STABILITY: SURFACE MOTION
 PV0080
 PV0080  HISTORY     - Date     Condition        Report By
 PV0080  HISTORY     - 1934     MONUMENTED       CGS
 PV0080  HISTORY     - 1957     GOOD             NGS
 PV0080  HISTORY     - 1979     GOOD             USGS
 PV0080
 PV0080                          STATION DESCRIPTION
 PV0080
 PV0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0080'14.1 MI NE FROM NEWCASTLE.
 PV0080'14.1 MILES NORTHEAST ON HIGHWAY.  ALONG U.S. HIGHWAY NO. 85
 PV0080'BETWEEN LEAD, SOUTH DAKOTA AND NEWCASTLE, WYOMING, 48.4 FEET
 PV0080'EAST OF CENTERLINE OF U.S. HIGHWAY NO. 85 IN SMALL VALLEY
 PV0080'BETWEEN THE FIRST TWO HILLS SOUTH OF THE RED BUTTE REFINERY,
 PV0080'0.3 MILE SOUTH OF RED BUTTE SCHOOL, 14.1 MILES NORTHEAST OF
 PV0080'NEWCASTLE, WYOMING.  STANDARD DISK STAMPED Q 62 1934.
 PV0080
 PV0080                          STATION RECOVERY (1957)
 PV0080
 PV0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PV0080'RECOVERED IN GOOD CONDITION.
 PV0080
 PV0080                          STATION RECOVERY (1979)
 PV0080
 PV0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0080'FROM FOUR CORNERS POST OFFICE GO SOUTH ON U.S. 85 FOR 3.65 MI. TO TOP
 PV0080'OF HILL IN CUT AND HIGHWAY TURNOFF TO OLD HIGHWAY EAST. BM IS 260 FT.
 PV0080'NE ALONG OLD ROAD AND 46 FT. SE FROM THE TURNOFF JCT., A STANDARD CAP
 PV0080'SET IN A CONCRETE POST PROJECTING 0.4 FT., STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0099 ***********************************************************************
 NQ0099  DESIGNATION -  Q 63
 NQ0099  PID         -  NQ0099
 NQ0099  STATE/COUNTY-  WY/GOSHEN
 NQ0099  USGS QUAD   -  TORRINGTON (1990)
 NQ0099
 NQ0099                         *CURRENT SURVEY CONTROL
 NQ0099  ___________________________________________________________________
 NQ0099* NAD 83(1986)-  42 02 37.     (N)    104 11 02.     (W)     SCALED    
 NQ0099* NAVD 88     -      1244.646  (meters)    4083.48   (feet)  ADJUSTED  
 NQ0099  ___________________________________________________________________
 NQ0099  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 NQ0099  DYNAMIC HT  -        1243.854 (meters)    4080.88  (feet)  COMP
 NQ0099  MODELED GRAV-     979,943.3   (mgal)                       NAVD 88
 NQ0099
 NQ0099  VERT ORDER  -  SECOND    CLASS 0
 NQ0099
 NQ0099.The horizontal coordinates were scaled from a topographic map and have
 NQ0099.an estimated accuracy of +/- 6 seconds.
 NQ0099
 NQ0099.The orthometric height was determined by differential leveling
 NQ0099.and adjusted by the National Geodetic Survey in June 1991..
 NQ0099
 NQ0099.The geoid height was determined by GEOID03.
 NQ0099
 NQ0099.The dynamic height is computed by dividing the NAVD 88
 NQ0099.geopotential number by the normal gravity value computed on the
 NQ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0099.degrees latitude (g = 980.6199 gals.).
 NQ0099
 NQ0099.The modeled gravity was interpolated from observed gravity values.
 NQ0099
 NQ0099;                    North         East    Units  Estimated Accuracy
 NQ0099;SPC WY E     -   171,890.      281,360.      MT  (+/- 180 meters Scaled)
 NQ0099
 NQ0099                          SUPERSEDED SURVEY CONTROL
 NQ0099
 NQ0099  NGVD 29 (??/??/92) 1243.906  (m)         4081.05   (f) ADJ UNCH    2 0
 NQ0099
 NQ0099.Superseded values are not recommended for survey control.
 NQ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0099.See file dsdata.txt to determine how the superseded data were derived.
 NQ0099
 NQ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG675549(NAD 83)
 NQ0099_MARKER: DB = BENCH MARK DISK
 NQ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0099_STAMPING: Q 63 1934
 NQ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0099+STABILITY: SURFACE MOTION
 NQ0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0099+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 NQ0099
 NQ0099  HISTORY     - Date     Condition        Report By
 NQ0099  HISTORY     - 1934     MONUMENTED       CGS
 NQ0099  HISTORY     - 1963     MARK NOT FOUND   USGS
 NQ0099  HISTORY     - 20040504 GOOD             WYDT
 NQ0099
 NQ0099                          STATION DESCRIPTION
 NQ0099
 NQ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0099'0.3 MI S FROM SOUTH TORRINGTON.
 NQ0099'0.3 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NQ0099'AT SOUTH TORRINGTON, AT THE CROSSING OF U.S. HIGHWAY 85, 49 FEET
 NQ0099'WEST OF THE CENTERLINE OF THE HIGHWAY, 25.8 FEET NORTHWEST OF THE
 NQ0099'WEST RAIL, AND 2.4 FEET NORTH OF A FENCE.  A STANDARD DISK,
 NQ0099'STAMPED Q 63 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NQ0099
 NQ0099                          STATION RECOVERY (1963)
 NQ0099
 NQ0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NQ0099'MARK NOT FOUND.
 NQ0099
 NQ0099                          STATION RECOVERY (2004)
 NQ0099
 NQ0099'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 2004 (BK)
 NQ0099'22.5' SOUTH AND WEST OF THE SOUTHWEST CORNER OF THE UPRR SIGNAL
 NQ0099'CABINET, 34.2' NORTH OF A SPLICE IN THE NORTH RAIL OF TRACKS, 48.8'
 NQ0099'WEST OF THE CENTERLINE OF U.S. 85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0051 ***********************************************************************
 MP0051  DESIGNATION -  Q 65
 MP0051  PID         -  MP0051
 MP0051  STATE/COUNTY-  WY/ALBANY
 MP0051  USGS QUAD   -  REX LAKE (1992)
 MP0051
 MP0051                         *CURRENT SURVEY CONTROL
 MP0051  ___________________________________________________________________
 MP0051* NAD 83(1986)-  41 18 14.     (N)    106 00 51.     (W)     SCALED    
 MP0051* NAVD 88     -      2318.493  (meters)    7606.59   (feet)  ADJUSTED  
 MP0051  ___________________________________________________________________
 MP0051  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 MP0051  DYNAMIC HT  -        2316.361 (meters)    7599.59  (feet)  COMP
 MP0051  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 MP0051
 MP0051  VERT ORDER  -  FIRST     CLASS II
 MP0051
 MP0051.The horizontal coordinates were scaled from a topographic map and have
 MP0051.an estimated accuracy of +/- 6 seconds.
 MP0051
 MP0051.The orthometric height was determined by differential leveling
 MP0051.and adjusted by the National Geodetic Survey in June 1991..
 MP0051
 MP0051.The geoid height was determined by GEOID03.
 MP0051
 MP0051.The dynamic height is computed by dividing the NAVD 88
 MP0051.geopotential number by the normal gravity value computed on the
 MP0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0051.degrees latitude (g = 980.6199 gals.).
 MP0051
 MP0051.The modeled gravity was interpolated from observed gravity values.
 MP0051
 MP0051;                    North         East    Units  Estimated Accuracy
 MP0051;SPC WY E     -    89,610.      129,030.      MT  (+/- 180 meters Scaled)
 MP0051
 MP0051                          SUPERSEDED SURVEY CONTROL
 MP0051
 MP0051  NGVD 29 (??/??/92) 2317.315  (m)         7602.72   (f) ADJ UNCH    1 2
 MP0051
 MP0051.Superseded values are not recommended for survey control.
 MP0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0051.See file dsdata.txt to determine how the superseded data were derived.
 MP0051
 MP0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF150729(NAD 83)
 MP0051_MARKER: DB = BENCH MARK DISK
 MP0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0051_STAMPING: Q 65 1934
 MP0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0051+STABILITY: SURFACE MOTION
 MP0051
 MP0051  HISTORY     - Date     Condition        Report By
 MP0051  HISTORY     - 1934     MONUMENTED       CGS
 MP0051  HISTORY     - 1956     GOOD             NGS
 MP0051
 MP0051                          STATION DESCRIPTION
 MP0051
 MP0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0051'6.6 MI E FROM CENTENNIAL.
 MP0051'6.6 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0051'FROM THE STATION AT CENTENNIAL, 4 1/2 POLES WEST OF MILEPOST 23, 34
 MP0051'FEET EAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, 14.7 FEET NORTH
 MP0051'OF THE NORTH RAIL, 1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 MP0051'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE NORTHEAST 1/4
 MP0051'OF SECTION 3, TOWNSHIP 15 NORTH, RANGE 77 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0088 ***********************************************************************
 MP0088  DESIGNATION -  Q 66
 MP0088  PID         -  MP0088
 MP0088  STATE/COUNTY-  WY/ALBANY
 MP0088  USGS QUAD   -  FOXPARK (1992)
 MP0088
 MP0088                         *CURRENT SURVEY CONTROL
 MP0088  ___________________________________________________________________
 MP0088* NAD 83(1986)-  41 06 06.     (N)    106 08 54.     (W)     SCALED    
 MP0088* NAVD 88     -      2749.398  (meters)    9020.32   (feet)  ADJUSTED  
 MP0088  ___________________________________________________________________
 MP0088  GEOID HEIGHT-         -10.66  (meters)                     GEOID03
 MP0088  DYNAMIC HT  -        2746.689 (meters)    9011.43  (feet)  COMP
 MP0088  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 MP0088
 MP0088  VERT ORDER  -  FIRST     CLASS II
 MP0088
 MP0088.The horizontal coordinates were scaled from a topographic map and have
 MP0088.an estimated accuracy of +/- 6 seconds.
 MP0088
 MP0088.The orthometric height was determined by differential leveling
 MP0088.and adjusted by the National Geodetic Survey in June 1991..
 MP0088
 MP0088.The geoid height was determined by GEOID03.
 MP0088
 MP0088.The dynamic height is computed by dividing the NAVD 88
 MP0088.geopotential number by the normal gravity value computed on the
 MP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0088.degrees latitude (g = 980.6199 gals.).
 MP0088
 MP0088.The modeled gravity was interpolated from observed gravity values.
 MP0088
 MP0088;                    North         East    Units  Estimated Accuracy
 MP0088;SPC WY E     -    67,280.      117,540.      MT  (+/- 180 meters Scaled)
 MP0088
 MP0088                          SUPERSEDED SURVEY CONTROL
 MP0088
 MP0088  NGVD 29 (??/??/92) 2748.100  (m)         9016.06   (f) ADJ UNCH    1 2
 MP0088
 MP0088.Superseded values are not recommended for survey control.
 MP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0088.See file dsdata.txt to determine how the superseded data were derived.
 MP0088
 MP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF035506(NAD 83)
 MP0088_MARKER: DB = BENCH MARK DISK
 MP0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0088_STAMPING: Q 66 1934
 MP0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0088+STABILITY: SURFACE MOTION
 MP0088
 MP0088  HISTORY     - Date     Condition        Report By
 MP0088  HISTORY     - 1934     MONUMENTED       CGS
 MP0088  HISTORY     - 1956     GOOD             NGS
 MP0088
 MP0088                          STATION DESCRIPTION
 MP0088
 MP0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0088'1.6 MI N FROM FOXPARK.
 MP0088'1.6 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0088'RAILROAD FROM THE STATION AT FOXPARK, 102 FEET SOUTHEAST OF MILEPOST
 MP0088'53, 13.5 FEET EAST OF THE EAST RAIL, 15 FEET WEST OF THE CENTER LINE
 MP0088'OF A ROAD, 3.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MP0088'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE
 MP0088'NORTHWEST 1/4 OF SECTION 15, TOWNSHIP 13 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0133 ***********************************************************************
 NT0133  DESIGNATION -  Q 67
 NT0133  PID         -  NT0133
 NT0133  STATE/COUNTY-  WY/LINCOLN
 NT0133  USGS QUAD   -  GROVER (1980)
 NT0133
 NT0133                         *CURRENT SURVEY CONTROL
 NT0133  ___________________________________________________________________
 NT0133* NAD 83(1986)-  42 51 23.     (N)    110 59 22.     (W)     SCALED    
 NT0133* NAVD 88     -      1823.645  (meters)    5983.08   (feet)  ADJUSTED  
 NT0133  ___________________________________________________________________
 NT0133  GEOID HEIGHT-         -10.91  (meters)                     GEOID03
 NT0133  DYNAMIC HT  -        1822.377 (meters)    5978.92  (feet)  COMP
 NT0133  MODELED GRAV-     979,861.2   (mgal)                       NAVD 88
 NT0133
 NT0133  VERT ORDER  -  SECOND    CLASS 0
 NT0133
 NT0133.The horizontal coordinates were scaled from a topographic map and have
 NT0133.an estimated accuracy of +/- 6 seconds.
 NT0133
 NT0133.The orthometric height was determined by differential leveling
 NT0133.and adjusted by the National Geodetic Survey in June 1991..
 NT0133
 NT0133.The geoid height was determined by GEOID03.
 NT0133
 NT0133.The dynamic height is computed by dividing the NAVD 88
 NT0133.geopotential number by the normal gravity value computed on the
 NT0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0133.degrees latitude (g = 980.6199 gals.).
 NT0133
 NT0133.The modeled gravity was interpolated from observed gravity values.
 NT0133
 NT0133;                    North         East    Units  Estimated Accuracy
 NT0133;SPC WY W     -   362,100.      725,950.      MT  (+/- 180 meters Scaled)
 NT0133
 NT0133                          SUPERSEDED SURVEY CONTROL
 NT0133
 NT0133  NGVD 29 (??/??/92) 1822.397  (m)         5978.98   (f) ADJ UNCH    2 0
 NT0133
 NT0133.Superseded values are not recommended for survey control.
 NT0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0133.See file dsdata.txt to determine how the superseded data were derived.
 NT0133
 NT0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN008448(NAD 83)
 NT0133_MARKER: DB = BENCH MARK DISK
 NT0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0133_SP_SET: ABUTMENT
 NT0133_STAMPING: Q 67 1934
 NT0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0133
 NT0133  HISTORY     - Date     Condition        Report By
 NT0133  HISTORY     - 1934     MONUMENTED       CGS
 NT0133  HISTORY     - 1974     MARK NOT FOUND   USGS
 NT0133
 NT0133                          STATION DESCRIPTION
 NT0133
 NT0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0133'5.4 MI N FROM GROVER.
 NT0133'5.4 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0133'GROVER, LINCOLN COUNTY, AT THE UPPER STEEL BRIDGE OVER SALT RIVER, IN
 NT0133'THE TOP OF THE EAST WING WALL OF THE NORTH CONCRETE ABUTMENT, AND 12
 NT0133'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 NT0133'Q 67 1934.
 NT0133
 NT0133                          STATION RECOVERY (1974)
 NT0133
 NT0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NT0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0335 ***********************************************************************
 MR0335  DESIGNATION -  Q 70
 MR0335  PID         -  MR0335
 MR0335  STATE/COUNTY-  WY/UINTA
 MR0335  USGS QUAD   -  NEPONSET RESERVOIR NE (1991)
 MR0335
 MR0335                         *CURRENT SURVEY CONTROL
 MR0335  ___________________________________________________________________
 MR0335* NAD 83(1986)-  41 23 57.     (N)    111 02 09.     (W)     SCALED    
 MR0335* NAVD 88     -      2009.042  (meters)    6591.33   (feet)  ADJUSTED  
 MR0335  ___________________________________________________________________
 MR0335  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 MR0335  DYNAMIC HT  -        2007.234 (meters)    6585.40  (feet)  COMP
 MR0335  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 MR0335
 MR0335  VERT ORDER  -  SECOND    CLASS 0
 MR0335
 MR0335.The horizontal coordinates were scaled from a topographic map and have
 MR0335.an estimated accuracy of +/- 6 seconds.
 MR0335
 MR0335.The orthometric height was determined by differential leveling
 MR0335.and adjusted by the National Geodetic Survey in June 1991..
 MR0335
 MR0335.The geoid height was determined by GEOID03.
 MR0335
 MR0335.The dynamic height is computed by dividing the NAVD 88
 MR0335.geopotential number by the normal gravity value computed on the
 MR0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0335.degrees latitude (g = 980.6199 gals.).
 MR0335
 MR0335.The modeled gravity was interpolated from observed gravity values.
 MR0335
 MR0335;                    North         East    Units  Estimated Accuracy
 MR0335;SPC WY W     -   200,290.      720,350.      MT  (+/- 180 meters Scaled)
 MR0335
 MR0335                          SUPERSEDED SURVEY CONTROL
 MR0335
 MR0335  NGVD 29 (??/??/92) 2007.662  (m)         6586.80   (f) ADJ UNCH    2 0
 MR0335
 MR0335.Superseded values are not recommended for survey control.
 MR0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0335.See file dsdata.txt to determine how the superseded data were derived.
 MR0335
 MR0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL970830(NAD 83)
 MR0335_MARKER: DB = BENCH MARK DISK
 MR0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0335_STAMPING: Q 70 1934
 MR0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0335+STABILITY: SURFACE MOTION
 MR0335
 MR0335  HISTORY     - Date     Condition        Report By
 MR0335  HISTORY     - 1934     MONUMENTED       CGS
 MR0335  HISTORY     - 1988     GOOD             USPSQD
 MR0335
 MR0335                          STATION DESCRIPTION
 MR0335
 MR0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0335'10.4 MI NW FROM EVANSTON.
 MR0335'10.4 MILES NORTHWEST ALONG STATE HIGHWAY 65 FROM EVANSTON, ABOUT 1.0
 MR0335'MILE SOUTHEAST OF THE WYOMING-UTAH STATE LINE, ABOUT 0.5 MILE
 MR0335'SOUTHEAST OF A WOODEN BRIDGE, ABOUT 230 FEET NORTH OF THE CENTER LINE
 MR0335'OF A ROAD LEADING EAST TO A SMALL LOG RANCH HOUSE, ON THE OUTSIDE OF A
 MR0335'CURVE, AND 72 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND SET IN
 MR0335'THE TOP OF A CONCRETE POST.
 MR0335
 MR0335                          STATION RECOVERY (1988)
 MR0335
 MR0335'RECOVERY NOTE BY US POWER SQUADRON 1988 (SDC)
 MR0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0297 ***********************************************************************
 MQ0297  DESIGNATION -  Q 71
 MQ0297  PID         -  MQ0297
 MQ0297  STATE/COUNTY-  WY/SWEETWATER
 MQ0297  USGS QUAD   -  BIG ISLAND BRIDGE (1980)
 MQ0297
 MQ0297                         *CURRENT SURVEY CONTROL
 MQ0297  ___________________________________________________________________
 MQ0297* NAD 83(1986)-  41 47 11.     (N)    109 44 12.     (W)     SCALED    
 MQ0297* NAVD 88     -      1904.757  (meters)    6249.19   (feet)  ADJUSTED  
 MQ0297  ___________________________________________________________________
 MQ0297  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 MQ0297  DYNAMIC HT  -        1903.179 (meters)    6244.01  (feet)  COMP
 MQ0297  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 MQ0297
 MQ0297  VERT ORDER  -  SECOND    CLASS 0
 MQ0297
 MQ0297.The horizontal coordinates were scaled from a topographic map and have
 MQ0297.an estimated accuracy of +/- 6 seconds.
 MQ0297
 MQ0297.The orthometric height was determined by differential leveling
 MQ0297.and adjusted by the National Geodetic Survey in June 1991..
 MQ0297
 MQ0297.The geoid height was determined by GEOID03.
 MQ0297
 MQ0297.The dynamic height is computed by dividing the NAVD 88
 MQ0297.geopotential number by the normal gravity value computed on the
 MQ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0297.degrees latitude (g = 980.6199 gals.).
 MQ0297
 MQ0297.The modeled gravity was interpolated from observed gravity values.
 MQ0297
 MQ0297;                    North         East    Units  Estimated Accuracy
 MQ0297;SPC WYWC     -   143,320.      517,990.      MT  (+/- 180 meters Scaled)
 MQ0297
 MQ0297                          SUPERSEDED SURVEY CONTROL
 MQ0297
 MQ0297  NGVD 29 (??/??/92) 1903.502  (m)         6245.07   (f) ADJ UNCH    2 0
 MQ0297
 MQ0297.Superseded values are not recommended for survey control.
 MQ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0297.See file dsdata.txt to determine how the superseded data were derived.
 MQ0297
 MQ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM049268(NAD 83)
 MQ0297_MARKER: DB = BENCH MARK DISK
 MQ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0297_STAMPING: Q 71 1934
 MQ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0297+STABILITY: SURFACE MOTION
 MQ0297
 MQ0297  HISTORY     - Date     Condition        Report By
 MQ0297  HISTORY     - 1934     MONUMENTED       CGS
 MQ0297
 MQ0297                          STATION DESCRIPTION
 MQ0297
 MQ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0297'21.9 MI NE FROM GRANGER.
 MQ0297'ABOUT 21.9 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0297'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT 2
 MQ0297'MILES NORTH OF THE STEEL BRIDGE OVER GREEN RIVER, ABOUT 0.4 MILE EAST
 MQ0297'OF THE SOUTH END OF A LONG LOW BUTTE BETWEEN THE ROAD AND THE RIVER,
 MQ0297'ABOUT 0.3 MILE NORTH OF A LARGE SANDY DRY CREEK BED, IN A FLAT
 MQ0297'GRAVELLY AREA, 40 FEET EAST OF THE CENTER LINE OF THE ROAD, AND IN A
 MQ0297'3-FOOT CIRCLE OF FLAT SANDSTONE ROCK.  A STANDARD DISK, STAMPED Q 71
 MQ0297'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0350 ***********************************************************************
 MP0350  DESIGNATION -  Q 72
 MP0350  PID         -  MP0350
 MP0350  STATE/COUNTY-  WY/CARBON
 MP0350  USGS QUAD   -  DIXON (1982)
 MP0350
 MP0350                         *CURRENT SURVEY CONTROL
 MP0350  ___________________________________________________________________
 MP0350* NAD 83(1986)-  41 01 45.     (N)    107 34 28.     (W)     SCALED    
 MP0350* NAVD 88     -      1927.527  (meters)    6323.89   (feet)  ADJUSTED  
 MP0350  ___________________________________________________________________
 MP0350  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 MP0350  DYNAMIC HT  -        1925.772 (meters)    6318.14  (feet)  COMP
 MP0350  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 MP0350
 MP0350  VERT ORDER  -  SECOND    CLASS 0
 MP0350
 MP0350.The horizontal coordinates were scaled from a topographic map and have
 MP0350.an estimated accuracy of +/- 6 seconds.
 MP0350
 MP0350.The orthometric height was determined by differential leveling
 MP0350.and adjusted by the National Geodetic Survey in June 1991..
 MP0350
 MP0350.The geoid height was determined by GEOID03.
 MP0350
 MP0350.The dynamic height is computed by dividing the NAVD 88
 MP0350.geopotential number by the normal gravity value computed on the
 MP0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0350.degrees latitude (g = 980.6199 gals.).
 MP0350
 MP0350.The modeled gravity was interpolated from observed gravity values.
 MP0350
 MP0350;                    North         East    Units  Estimated Accuracy
 MP0350;SPC WYEC     -   158,790.      379,720.      MT  (+/- 180 meters Scaled)
 MP0350
 MP0350                          SUPERSEDED SURVEY CONTROL
 MP0350
 MP0350  NGVD 29 (??/??/92) 1926.322  (m)         6319.94   (f) ADJ UNCH    2 0
 MP0350
 MP0350.Superseded values are not recommended for survey control.
 MP0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0350.See file dsdata.txt to determine how the superseded data were derived.
 MP0350
 MP0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF835451(NAD 83)
 MP0350_MARKER: DB = BENCH MARK DISK
 MP0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0350_STAMPING: Q 72 1934
 MP0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0350+STABILITY: SURFACE MOTION
 MP0350
 MP0350  HISTORY     - Date     Condition        Report By
 MP0350  HISTORY     - 1934     MONUMENTED       CGS
 MP0350  HISTORY     - 1957     GOOD             USGS
 MP0350
 MP0350                          STATION DESCRIPTION
 MP0350
 MP0350'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MP0350'3.6 MI E FROM BAGGS.
 MP0350'AT THE JUNCTION OF HIGHWAYS 789 AND DIXON SECONDARY, 3.6 MILES EAST OF
 MP0350'BAGGS, ALONG THE DIXON SECONDARY, THENCE 0.5 MILE NORTH AND 0.9 MILE
 MP0350'EAST ALONG A GRAVELED ROAD TO KENNETH RUSSELL DRIVE LEADING NORTH, 205
 MP0350'FEET WEST AND 28 FEET NORTH OF THE CENTERLINE OF THE DRIVE AND 1 FOOT
 MP0350'SOUTH OF AN EAST-AND-WEST FENCE LINE.  A STANDARD DISK, STAMPED Q 72
 MP0350'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 MP0350'GROUND.  NOTE-- 2.5 MILES WEST ALONG THE BAGGS ROAD FROM THE
 MP0350'COOPERATIVE WEATHER STATION AT DIXON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0088 ***********************************************************************
 MR0088  DESIGNATION -  Q 73
 MR0088  PID         -  MR0088
 MR0088  STATE/COUNTY-  WY/UINTA
 MR0088  USGS QUAD   -  REED RESERVOIR (1980)
 MR0088
 MR0088                         *CURRENT SURVEY CONTROL
 MR0088  ___________________________________________________________________
 MR0088* NAD 83(1986)-  41 13 00.     (N)    110 12 16.     (W)     SCALED    
 MR0088* NAVD 88     -      2100.233  (meters)    6890.51   (feet)  ADJUSTED  
 MR0088  ___________________________________________________________________
 MR0088  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 MR0088  DYNAMIC HT  -        2098.301 (meters)    6884.18  (feet)  COMP
 MR0088  MODELED GRAV-     979,628.8   (mgal)                       NAVD 88
 MR0088
 MR0088  VERT ORDER  -  SECOND    CLASS 0
 MR0088
 MR0088.The horizontal coordinates were scaled from a topographic map and have
 MR0088.an estimated accuracy of +/- 6 seconds.
 MR0088
 MR0088.The orthometric height was determined by differential leveling
 MR0088.and adjusted by the National Geodetic Survey in June 1991..
 MR0088
 MR0088.The geoid height was determined by GEOID03.
 MR0088
 MR0088.The dynamic height is computed by dividing the NAVD 88
 MR0088.geopotential number by the normal gravity value computed on the
 MR0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0088.degrees latitude (g = 980.6199 gals.).
 MR0088
 MR0088.The modeled gravity was interpolated from observed gravity values.
 MR0088
 MR0088;                    North         East    Units  Estimated Accuracy
 MR0088;SPC WY W     -   179,590.      789,840.      MT  (+/- 180 meters Scaled)
 MR0088
 MR0088                          SUPERSEDED SURVEY CONTROL
 MR0088
 MR0088  NGVD 29 (??/??/92) 2098.876  (m)         6886.06   (f) ADJ UNCH    2 0
 MR0088
 MR0088.Superseded values are not recommended for survey control.
 MR0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0088.See file dsdata.txt to determine how the superseded data were derived.
 MR0088
 MR0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL666631(NAD 83)
 MR0088_MARKER: DB = BENCH MARK DISK
 MR0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0088_STAMPING: Q 73 1934
 MR0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0088+STABILITY: SURFACE MOTION
 MR0088
 MR0088  HISTORY     - Date     Condition        Report By
 MR0088  HISTORY     - 1934     MONUMENTED       CGS
 MR0088
 MR0088                          STATION DESCRIPTION
 MR0088
 MR0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0088'12.7 MI S FROM LYMAN.
 MR0088'12.7 MILES SOUTH ALONG THE ROAD LEADING TO LONETREE FROM THE HIGH
 MR0088'SCHOOL AT LYMAN.  UINTA COUNTY, 0.2 MILE SOUTH OF A BRIDGE OVER A
 MR0088'CREEK, ON THE OUTSIDE OF A CURVE IN THE ROAD, IN LINE WITH THE
 MR0088'PROLONGATION OF THE CENTER LINE OF THE SOUTH TANGENT, AND 45 FEET WEST
 MR0088'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED Q 73 1934
 MR0088'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0144 ***********************************************************************
 MP0144  DESIGNATION -  Q 74
 MP0144  PID         -  MP0144
 MP0144  STATE/COUNTY-  WY/CARBON
 MP0144  USGS QUAD   -  ENCAMPMENT (1983)
 MP0144
 MP0144                         *CURRENT SURVEY CONTROL
 MP0144  ___________________________________________________________________
 MP0144* NAD 83(1986)-  41 10 48.     (N)    106 52 29.     (W)     SCALED    
 MP0144* NAVD 88     -      2564.739  (meters)    8414.48   (feet)  ADJUSTED  
 MP0144  ___________________________________________________________________
 MP0144  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 MP0144  DYNAMIC HT  -        2562.237 (meters)    8406.27  (feet)  COMP
 MP0144  MODELED GRAV-     979,554.4   (mgal)                       NAVD 88
 MP0144
 MP0144  VERT ORDER  -  SECOND    CLASS 0
 MP0144
 MP0144.The horizontal coordinates were scaled from a topographic map and have
 MP0144.an estimated accuracy of +/- 6 seconds.
 MP0144
 MP0144.The orthometric height was determined by differential leveling
 MP0144.and adjusted by the National Geodetic Survey in June 1991..
 MP0144
 MP0144.The geoid height was determined by GEOID03.
 MP0144
 MP0144.The dynamic height is computed by dividing the NAVD 88
 MP0144.geopotential number by the normal gravity value computed on the
 MP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0144.degrees latitude (g = 980.6199 gals.).
 MP0144
 MP0144.The modeled gravity was interpolated from observed gravity values.
 MP0144
 MP0144;                    North         East    Units  Estimated Accuracy
 MP0144;SPC WYEC     -   175,610.      438,480.      MT  (+/- 180 meters Scaled)
 MP0144
 MP0144                          SUPERSEDED SURVEY CONTROL
 MP0144
 MP0144  NGVD 29 (??/??/92) 2563.402  (m)         8410.09   (f) ADJ UNCH    2 0
 MP0144
 MP0144.Superseded values are not recommended for survey control.
 MP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0144.See file dsdata.txt to determine how the superseded data were derived.
 MP0144
 MP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF427604(NAD 83)
 MP0144_MARKER: DB = BENCH MARK DISK
 MP0144_SETTING: 66 = SET IN ROCK OUTCROP
 MP0144_SP_SET: ROCK OUTCROP
 MP0144_STAMPING: Q 74 1934
 MP0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0144+STABILITY: POSITION/ELEVATION WELL
 MP0144
 MP0144  HISTORY     - Date     Condition        Report By
 MP0144  HISTORY     - 1934     MONUMENTED       CGS
 MP0144
 MP0144                          STATION DESCRIPTION
 MP0144
 MP0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0144'5.4 MI W FROM ENCAMPMENT.
 MP0144'5.4 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, 0.15 MILE WEST
 MP0144'OF A TRAIL LEADING SOUTH, ABOUT 380 FEET EAST OF A LONG ROCK SLAB
 MP0144'FORMING THE NORTH BANK OF THE ROAD, 92 FEET NORTHEAST OF THE NORTH END
 MP0144'OF A CULVERT, 29 FEET SOUTH OF A DEEP 10- BY 12-FOOT HOLE, 63 FEET
 MP0144'NORTH OF THE CENTERLINE OF THE ROAD, AND IN THE TOP OF A 5- BY 4- BY
 MP0144'1-FOOT ROCK OUTCROP.  A STANDARD DISK, STAMPED Q 74 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0130 ***********************************************************************
 MP0130  DESIGNATION -  Q 75
 MP0130  PID         -  MP0130
 MP0130  STATE/COUNTY-  WY/CARBON
 MP0130  USGS QUAD   -  COW CREEK (1961)
 MP0130
 MP0130                         *CURRENT SURVEY CONTROL
 MP0130  ___________________________________________________________________
 MP0130* NAD 83(1993)-  41 21 26.30067(N)    106 43 58.35540(W)     ADJUSTED  
 MP0130* NAVD 88     -      2117.488  (meters)    6947.13   (feet)  ADJUSTED  
 MP0130  ___________________________________________________________________
 MP0130  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 MP0130  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 MP0130  DYNAMIC HT  -        2115.620 (meters)    6941.00  (feet)  COMP
 MP0130  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 MP0130
 MP0130  HORZ ORDER  -  SECOND
 MP0130  VERT ORDER  -  SECOND    CLASS 0
 MP0130
 MP0130.The horizontal coordinates were established by classical geodetic methods
 MP0130.and adjusted by the National Geodetic Survey in January 1997..
 MP0130
 MP0130.The orthometric height was determined by differential leveling
 MP0130.and adjusted by the National Geodetic Survey in June 1991..
 MP0130
 MP0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0130
 MP0130.The geoid height was determined by GEOID03.
 MP0130
 MP0130.The dynamic height is computed by dividing the NAVD 88
 MP0130.geopotential number by the normal gravity value computed on the
 MP0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0130.degrees latitude (g = 980.6199 gals.).
 MP0130
 MP0130.The modeled gravity was interpolated from observed gravity values.
 MP0130
 MP0130;                    North         East     Units Scale Factor Converg.
 MP0130;SPC WYEC     -   195,373.983   450,242.720   MT  0.99996856   +0 23 48.3
 MP0130;UTM  13      - 4,579,871.210   355,049.453   MT  0.99985858   -1 08 42.7
 MP0130
 MP0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0130!SPC WYEC     -   0.99966982  x   0.99996856  =   0.99963839
 MP0130!UTM  13      -   0.99966982  x   0.99985858  =   0.99952844
 MP0130
 MP0130                          SUPERSEDED SURVEY CONTROL
 MP0130
 MP0130  NAD 83(1986)-  41 21 26.29206(N)    106 43 58.35135(W) AD(       ) 2
 MP0130  NAD 27      -  41 21 26.42600(N)    106 43 56.22300(W) AD(       ) 2
 MP0130  NGVD 29 (??/??/92) 2116.321  (m)         6943.30   (f) ADJ UNCH    2 0
 MP0130
 MP0130.Superseded values are not recommended for survey control.
 MP0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0130.See file dsdata.txt to determine how the superseded data were derived.
 MP0130
 MP0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5504979871(NAD 83)
 MP0130_MARKER: DB = BENCH MARK DISK
 MP0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0130_STAMPING: Q 75 1934
 MP0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0130+STABILITY: SURFACE MOTION
 MP0130
 MP0130  HISTORY     - Date     Condition        Report By
 MP0130  HISTORY     - 1948     MONUMENTED       CGS
 MP0130  HISTORY     - 1948     GOOD             NGS
 MP0130
 MP0130                          STATION DESCRIPTION
 MP0130
 MP0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 MP0130'STATION LOCATED 8 MILES AIR LINE SOUTH-SOUTHEAST OF SARATOGA,
 MP0130'14 PACES EAST OF CENTER LINE OF STATE ROUTE 130.
 MP0130'
 MP0130'THE STATION MARK IS A U.S.C. AND G.S. BENCH MARK SET IN
 MP0130'A 6-INCH SQUARE CONCRETE POST, ABOUT THE SAME ELEVATION AS
 MP0130'STATION DAYS, PROJECTS 4 INCHES, AND STAMPED, Q 75 1934.
 MP0130
 MP0130                          STATION RECOVERY (1948)
 MP0130
 MP0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 MP0130'8.1 MI S FROM SARATOGA.
 MP0130'8.1 MILES SOUTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD FROM
 MP0130'SARATOGA, 0.2 MILE SOUTHEAST OF THE SIDING AT DAYS, ABOUT 760 FEET
 MP0130'NORTHWEST OF MILEPOST 32, 75 FEET EAST OF AN IRRIGATION DITCH CULVERT
 MP0130'UNDER STATE HIGHWAY 130, 48 FEET NORTHEAST OF THE CENTERLINE OF THE
 MP0130'HIGHWAY, AND 40 FEET NORTHWEST OF THE CENTER OF THE TRACK.  A STANDARD
 MP0130'DISK, STAMPED Q 75 1934 AND SET IN THE TOP OF A CONCRETE POST,
 MP0130'PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- TRIANGULATION STATION DAYS
 MP0130'1948 IS 0.05 M ABOVE BENCH MARK Q 75 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0115 ***********************************************************************
 OX0115  DESIGNATION -  Q 77
 OX0115  PID         -  OX0115
 OX0115  STATE/COUNTY-  WY/LINCOLN
 OX0115  USGS QUAD   -  FERRY PEAK (1996)
 OX0115
 OX0115                         *CURRENT SURVEY CONTROL
 OX0115  ___________________________________________________________________
 OX0115* NAD 83(1986)-  43 11 51.     (N)    110 53 35.     (W)     SCALED    
 OX0115* NAVD 88     -      1760.863  (meters)    5777.10   (feet)  ADJUSTED  
 OX0115  ___________________________________________________________________
 OX0115  GEOID HEIGHT-         -10.30  (meters)                     GEOID03
 OX0115  DYNAMIC HT  -        1759.670 (meters)    5773.18  (feet)  COMP
 OX0115  MODELED GRAV-     979,881.3   (mgal)                       NAVD 88
 OX0115
 OX0115  VERT ORDER  -  SECOND    CLASS 0
 OX0115
 OX0115.The horizontal coordinates were scaled from a topographic map and have
 OX0115.an estimated accuracy of +/- 6 seconds.
 OX0115
 OX0115.The orthometric height was determined by differential leveling
 OX0115.and adjusted by the National Geodetic Survey in June 1991..
 OX0115
 OX0115.The geoid height was determined by GEOID03.
 OX0115
 OX0115.The dynamic height is computed by dividing the NAVD 88
 OX0115.geopotential number by the normal gravity value computed on the
 OX0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0115.degrees latitude (g = 980.6199 gals.).
 OX0115
 OX0115.The modeled gravity was interpolated from observed gravity values.
 OX0115
 OX0115;                    North         East    Units  Estimated Accuracy
 OX0115;SPC WY W     -   399,910.      734,190.      MT  (+/- 180 meters Scaled)
 OX0115
 OX0115                          SUPERSEDED SURVEY CONTROL
 OX0115
 OX0115  NGVD 29 (??/??/92) 1759.597  (m)         5772.94   (f) ADJ UNCH    2 0
 OX0115
 OX0115.Superseded values are not recommended for survey control.
 OX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0115.See file dsdata.txt to determine how the superseded data were derived.
 OX0115
 OX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN086827(NAD 83)
 OX0115_MARKER: DB = BENCH MARK DISK
 OX0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0115_STAMPING: Q 77 1948
 OX0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0115+STABILITY: SURFACE MOTION
 OX0115
 OX0115  HISTORY     - Date     Condition        Report By
 OX0115  HISTORY     - 1948     MONUMENTED       CGS
 OX0115  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0115
 OX0115                          STATION DESCRIPTION
 OX0115
 OX0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0115'7.8 MI NE FROM ALPINE.
 OX0115'7.8 MILES NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST OFFICE
 OX0115'AT ALPINE, ABOUT 0.2 MILE NORTHEAST OF OPEN CANYON, AT A DIP, 43.5
 OX0115'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHWEST OF A
 OX0115'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 OX0115'ABOVE THE GROUND.
 OX0115
 OX0115                          STATION RECOVERY (1965)
 OX0115
 OX0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0655 ***********************************************************************
 MO0655  DESIGNATION -  Q 78
 MO0655  PID         -  MO0655
 MO0655  STATE/COUNTY-  WY/ALBANY
 MO0655  USGS QUAD   -  BEST RANCH (1978)
 MO0655
 MO0655                         *CURRENT SURVEY CONTROL
 MO0655  ___________________________________________________________________
 MO0655* NAD 83(1986)-  41 05 58.     (N)    105 36 20.     (W)     SCALED    
 MO0655* NAVD 88     -      2294.896  (meters)    7529.17   (feet)  ADJUSTED  
 MO0655  ___________________________________________________________________
 MO0655  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 MO0655  DYNAMIC HT  -        2292.811 (meters)    7522.33  (feet)  COMP
 MO0655  MODELED GRAV-     979,631.7   (mgal)                       NAVD 88
 MO0655
 MO0655  VERT ORDER  -  SECOND    CLASS 0
 MO0655
 MO0655.The horizontal coordinates were scaled from a topographic map and have
 MO0655.an estimated accuracy of +/- 6 seconds.
 MO0655
 MO0655.The orthometric height was determined by differential leveling
 MO0655.and adjusted by the National Geodetic Survey in June 1991..
 MO0655
 MO0655.The geoid height was determined by GEOID03.
 MO0655
 MO0655.The dynamic height is computed by dividing the NAVD 88
 MO0655.geopotential number by the normal gravity value computed on the
 MO0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0655.degrees latitude (g = 980.6199 gals.).
 MO0655
 MO0655.The modeled gravity was interpolated from observed gravity values.
 MO0655
 MO0655;                    North         East    Units  Estimated Accuracy
 MO0655;SPC WY E     -    66,660.      163,130.      MT  (+/- 180 meters Scaled)
 MO0655
 MO0655                          SUPERSEDED SURVEY CONTROL
 MO0655
 MO0655  NGVD 29 (??/??/92) 2293.764  (m)         7525.46   (f) ADJ UNCH    2 0
 MO0655
 MO0655.Superseded values are not recommended for survey control.
 MO0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0655.See file dsdata.txt to determine how the superseded data were derived.
 MO0655
 MO0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF491499(NAD 83)
 MO0655_MARKER: DB = BENCH MARK DISK
 MO0655_SETTING: 66 = SET IN ROCK OUTCROP
 MO0655_SP_SET: SANDSTONE ROCK
 MO0655_STAMPING: Q 78 1951
 MO0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0655+STABILITY: POSITION/ELEVATION WELL
 MO0655
 MO0655  HISTORY     - Date     Condition        Report By
 MO0655  HISTORY     - 1951     MONUMENTED       CGS
 MO0655
 MO0655                          STATION DESCRIPTION
 MO0655
 MO0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0655'5.8 MI W FROM TIE SIDING.
 MO0655'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0655'TIE SIDING, THENCE 4.85 MILES WEST ALONG A WINDING GRAVELED ROAD,
 MO0655'0.1 MILE SOUTH OF THE ROAD, 85 FEET NORTH OF THE NORTH EDGE OF A
 MO0655'LARGE SANDSTONE OUTCROP, 3.3 FEET EAST OF A WITNESS POST, SET IN
 MO0655'THE TOP OF A LARGE SANDSTONE ROCK, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0105 ***********************************************************************
 MP0105  DESIGNATION -  Q 79
 MP0105  PID         -  MP0105
 MP0105  STATE/COUNTY-  WY/ALBANY
 MP0105  USGS QUAD   -  WOODS LANDING (1992)
 MP0105
 MP0105                         *CURRENT SURVEY CONTROL
 MP0105  ___________________________________________________________________
 MP0105* NAD 83(1986)-  41 03 20.     (N)    106 00 36.     (W)     SCALED    
 MP0105* NAVD 88     -      2313.274  (meters)    7589.47   (feet)  ADJUSTED  
 MP0105  ___________________________________________________________________
 MP0105  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 MP0105  DYNAMIC HT  -        2311.046 (meters)    7582.16  (feet)  COMP
 MP0105  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 MP0105
 MP0105  VERT ORDER  -  SECOND    CLASS 0
 MP0105
 MP0105.The horizontal coordinates were scaled from a topographic map and have
 MP0105.an estimated accuracy of +/- 6 seconds.
 MP0105
 MP0105.The orthometric height was determined by differential leveling
 MP0105.and adjusted by the National Geodetic Survey in June 1991..
 MP0105
 MP0105.The geoid height was determined by GEOID03.
 MP0105
 MP0105.The dynamic height is computed by dividing the NAVD 88
 MP0105.geopotential number by the normal gravity value computed on the
 MP0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0105.degrees latitude (g = 980.6199 gals.).
 MP0105
 MP0105.The modeled gravity was interpolated from observed gravity values.
 MP0105
 MP0105;                    North         East    Units  Estimated Accuracy
 MP0105;SPC WY E     -    62,030.      129,110.      MT  (+/- 180 meters Scaled)
 MP0105
 MP0105                          SUPERSEDED SURVEY CONTROL
 MP0105
 MP0105  NGVD 29 (??/??/92) 2312.018  (m)         7585.35   (f) ADJ UNCH    2 0
 MP0105
 MP0105.Superseded values are not recommended for survey control.
 MP0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0105.See file dsdata.txt to determine how the superseded data were derived.
 MP0105
 MP0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF151454(NAD 83)
 MP0105_MARKER: DB = BENCH MARK DISK
 MP0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0105_SP_SET: CULVERT
 MP0105_STAMPING: Q 79 1951
 MP0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0105
 MP0105  HISTORY     - Date     Condition        Report By
 MP0105  HISTORY     - 1951     MONUMENTED       CGS
 MP0105
 MP0105                          STATION DESCRIPTION
 MP0105
 MP0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MP0105'4.0 MI S FROM WOODS LANDING.
 MP0105'4.0 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 MP0105'BRIDGE AT WOODS LANDING, 15 FEET EAST OF THE CENTER LINE OF A NORTH
 MP0105'AND SOUTH ROAD, 40 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD
 MP0105'LEADING WEST, SET IN THE TOP OF THE CENTER OF THE EAST HEADWALL OF AN
 MP0105'8X8 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0313 ***********************************************************************
 PV0313  DESIGNATION -  Q 8
 PV0313  PID         -  PV0313
 PV0313  STATE/COUNTY-  WY/CAMPBELL
 PV0313  USGS QUAD   -  CROTON (1972)
 PV0313
 PV0313                         *CURRENT SURVEY CONTROL
 PV0313  ___________________________________________________________________
 PV0313* NAD 83(1986)-  44 31 33.     (N)    105 57 21.     (W)     SCALED    
 PV0313* NAVD 88     -      1207.827  (meters)    3962.68   (feet)  POSTED    
 PV0313  ___________________________________________________________________
 PV0313  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 PV0313  DYNAMIC HT  -        1207.370 (meters)    3961.18  (feet)  COMP
 PV0313  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 PV0313
 PV0313  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0313
 PV0313.The horizontal coordinates were scaled from a topographic map and have
 PV0313.an estimated accuracy of +/- 6 seconds.
 PV0313
 PV0313.The orthometric height was determined by differential leveling
 PV0313.and adjusted by the National Geodetic Survey in 1992..
 PV0313.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0313.rate of 0.0 thru 1.0 mm/km.
 PV0313
 PV0313.The geoid height was determined by GEOID03.
 PV0313
 PV0313.The dynamic height is computed by dividing the NAVD 88
 PV0313.geopotential number by the normal gravity value computed on the
 PV0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0313.degrees latitude (g = 980.6199 gals.).
 PV0313
 PV0313.The modeled gravity was interpolated from observed gravity values.
 PV0313
 PV0313;                    North         East    Units  Estimated Accuracy
 PV0313;SPC WY E     -   447,480.      137,270.      MT  (+/- 180 meters Scaled)
 PV0313
 PV0313                          SUPERSEDED SURVEY CONTROL
 PV0313
 PV0313.No superseded survey control is available for this station.
 PV0313
 PV0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK240307(NAD 83)
 PV0313_MARKER: P = PIPE CAP
 PV0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PV0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0313
 PV0313  HISTORY     - Date     Condition        Report By
 PV0313  HISTORY     - 1908     MONUMENTED       CGS
 PV0313  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0313
 PV0313                          STATION DESCRIPTION
 PV0313
 PV0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0313'AT CROTON.
 PV0313'AT CROTON, CROOK COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 PV0313'RR, DIRECTLY OPPOSITE THE OLD (1908) STATION AND THE NW END OF THE
 PV0313'SIDING, 24 YARDS SW OF THE CENTERLINE OF THE MAIN TRACK, JUST
 PV0313'NE OF A COUNTY ROAD, AND OUTSIDE THE RIGHT-OF-WAY.  A STANDARD
 PV0313'CAP, FASTENED ON THE TOP OF A 3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0069 ***********************************************************************
 MO0069  DESIGNATION -  Q 80
 MO0069  PID         -  MO0069
 MO0069  STATE/COUNTY-  WY/LARAMIE
 MO0069  USGS QUAD   -  PINE BLUFFS SE (1991)
 MO0069
 MO0069                         *CURRENT SURVEY CONTROL
 MO0069  ___________________________________________________________________
 MO0069* NAD 83(1986)-  41 01 39.     (N)    104 04 02.     (W)     SCALED    
 MO0069* NAVD 88     -      1633.619  (meters)    5359.63   (feet)  ADJUSTED  
 MO0069  ___________________________________________________________________
 MO0069  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 MO0069  DYNAMIC HT  -        1632.301 (meters)    5355.31  (feet)  COMP
 MO0069  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 MO0069
 MO0069  VERT ORDER  -  SECOND    CLASS 0
 MO0069
 MO0069.The horizontal coordinates were scaled from a topographic map and have
 MO0069.an estimated accuracy of +/- 6 seconds.
 MO0069
 MO0069.The orthometric height was determined by differential leveling
 MO0069.and adjusted by the National Geodetic Survey in June 1991..
 MO0069
 MO0069.The geoid height was determined by GEOID03.
 MO0069
 MO0069.The dynamic height is computed by dividing the NAVD 88
 MO0069.geopotential number by the normal gravity value computed on the
 MO0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0069.degrees latitude (g = 980.6199 gals.).
 MO0069
 MO0069.The modeled gravity was interpolated from observed gravity values.
 MO0069
 MO0069;                    North         East    Units  Estimated Accuracy
 MO0069;SPC WY E     -    59,160.      292,460.      MT  (+/- 180 meters Scaled)
 MO0069
 MO0069                          SUPERSEDED SURVEY CONTROL
 MO0069
 MO0069  NGVD 29 (??/??/92) 1632.788  (m)         5356.91   (f) ADJ UNCH    2 0
 MO0069
 MO0069.Superseded values are not recommended for survey control.
 MO0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0069.See file dsdata.txt to determine how the superseded data were derived.
 MO0069
 MO0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF784422(NAD 83)
 MO0069_MARKER: DB = BENCH MARK DISK
 MO0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0069_STAMPING: Q 80 1952
 MO0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0069+STABILITY: SURFACE MOTION
 MO0069
 MO0069  HISTORY     - Date     Condition        Report By
 MO0069  HISTORY     - 1952     MONUMENTED       CGS
 MO0069  HISTORY     - 1963     MARK NOT FOUND   USGS
 MO0069
 MO0069                          STATION DESCRIPTION
 MO0069
 MO0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0069'11.2 MI S FROM PINE BLUFFS.
 MO0069'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 MO0069'RAILROAD STATION AT PINE BLUFFS, THENCE 10.8 MILES SOUTH ALONG
 MO0069'A GRAVELED ROAD, 62 FEET NORTH OF A FENCE CORNER, 40 FEET WEST
 MO0069'OF THE CENTER LINE OF THE ROAD, 6.7 FEET SOUTH OF A POWER POLE,
 MO0069'3.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0069'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MO0069
 MO0069                          STATION RECOVERY (1963)
 MO0069
 MO0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0110 ***********************************************************************
 MO0110  DESIGNATION -  Q 81
 MO0110  PID         -  MO0110
 MO0110  STATE/COUNTY-  WY/LARAMIE
 MO0110  USGS QUAD   -  CARPENTER (1991)
 MO0110
 MO0110                         *CURRENT SURVEY CONTROL
 MO0110  ___________________________________________________________________
 MO0110* NAD 83(1986)-  41 06 51.     (N)    104 20 59.     (W)     SCALED    
 MO0110* NAVD 88     -      1668.379  (meters)    5473.67   (feet)  ADJUSTED  
 MO0110  ___________________________________________________________________
 MO0110  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 MO0110  DYNAMIC HT  -        1667.004 (meters)    5469.16  (feet)  COMP
 MO0110  MODELED GRAV-     979,740.5   (mgal)                       NAVD 88
 MO0110
 MO0110  VERT ORDER  -  SECOND    CLASS 0
 MO0110
 MO0110.The horizontal coordinates were scaled from a topographic map and have
 MO0110.an estimated accuracy of +/- 6 seconds.
 MO0110
 MO0110.The orthometric height was determined by differential leveling
 MO0110.and adjusted by the National Geodetic Survey in June 1991..
 MO0110
 MO0110.The geoid height was determined by GEOID03.
 MO0110
 MO0110.The dynamic height is computed by dividing the NAVD 88
 MO0110.geopotential number by the normal gravity value computed on the
 MO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0110.degrees latitude (g = 980.6199 gals.).
 MO0110
 MO0110.The modeled gravity was interpolated from observed gravity values.
 MO0110
 MO0110;                    North         East    Units  Estimated Accuracy
 MO0110;SPC WY E     -    68,520.      268,610.      MT  (+/- 180 meters Scaled)
 MO0110
 MO0110                          SUPERSEDED SURVEY CONTROL
 MO0110
 MO0110  NGVD 29 (??/??/92) 1667.473  (m)         5470.70   (f) ADJ UNCH    2 0
 MO0110
 MO0110.Superseded values are not recommended for survey control.
 MO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0110.See file dsdata.txt to determine how the superseded data were derived.
 MO0110
 MO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF545516(NAD 83)
 MO0110_MARKER: DB = BENCH MARK DISK
 MO0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0110_STAMPING: Q 81 1952
 MO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0110+STABILITY: SURFACE MOTION
 MO0110
 MO0110  HISTORY     - Date     Condition        Report By
 MO0110  HISTORY     - 1952     MONUMENTED       CGS
 MO0110
 MO0110                          STATION DESCRIPTION
 MO0110
 MO0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0110'5.6 MI N FROM CARPENTER.
 MO0110'0.9 MILE NORTHEAST ALONG STATE SECONDARY ROAD 179 FROM THE
 MO0110'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT CARPENTER,
 MO0110'THENCE 4.7 MILES NORTH ALONG STATE SECONDARY ROAD 179, 153
 MO0110'FEET EAST OF THE CENTER LINE OF THE ROAD, 50 FEET SOUTHEAST
 MO0110'OF THE SOUTHEAST CORNER OF A FARMHOUSE, 23.9 FEET SOUTHEAST
 MO0110'OF A FENCE CORNER, 5.6 FEET SOUTH OF A POWER POLE, 1.05 MILES
 MO0110'SOUTH OF BENCH MARK P 81, SET IN THE TOP OF A CONCRETE POST
 MO0110'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0092 ***********************************************************************
 PX0092  DESIGNATION -  Q 83
 PX0092  PID         -  PX0092
 PX0092  STATE/COUNTY-  WY/PARK
 PX0092  USGS QUAD   -  SLEEPERS RANCH (1985)
 PX0092
 PX0092                         *CURRENT SURVEY CONTROL
 PX0092  ___________________________________________________________________
 PX0092* NAD 83(1986)-  44 17 52.     (N)    108 49 31.     (W)     SCALED    
 PX0092* NAVD 88     -      1739.358  (meters)    5706.54   (feet)  ADJUSTED  
 PX0092  ___________________________________________________________________
 PX0092  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 PX0092  DYNAMIC HT  -        1738.417 (meters)    5703.46  (feet)  COMP
 PX0092  MODELED GRAV-     980,015.9   (mgal)                       NAVD 88
 PX0092
 PX0092  VERT ORDER  -  SECOND    CLASS 0
 PX0092
 PX0092.The horizontal coordinates were scaled from a topographic map and have
 PX0092.an estimated accuracy of +/- 6 seconds.
 PX0092
 PX0092.The orthometric height was determined by differential leveling
 PX0092.and adjusted by the National Geodetic Survey in June 1991..
 PX0092
 PX0092.The geoid height was determined by GEOID03.
 PX0092
 PX0092.The dynamic height is computed by dividing the NAVD 88
 PX0092.geopotential number by the normal gravity value computed on the
 PX0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0092.degrees latitude (g = 980.6199 gals.).
 PX0092
 PX0092.The modeled gravity was interpolated from observed gravity values.
 PX0092
 PX0092;                    North         East    Units  Estimated Accuracy
 PX0092;SPC WYWC     -   421,840.      593,990.      MT  (+/- 180 meters Scaled)
 PX0092
 PX0092                          SUPERSEDED SURVEY CONTROL
 PX0092
 PX0092  NGVD 29 (??/??/92) 1738.286  (m)         5703.03   (f) ADJ UNCH    2 0
 PX0092
 PX0092.Superseded values are not recommended for survey control.
 PX0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0092.See file dsdata.txt to determine how the superseded data were derived.
 PX0092
 PX0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ734072(NAD 83)
 PX0092_MARKER: DB = BENCH MARK DISK
 PX0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0092_STAMPING: Q 83 1934
 PX0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0092+STABILITY: SURFACE MOTION
 PX0092
 PX0092  HISTORY     - Date     Condition        Report By
 PX0092  HISTORY     - 1934     MONUMENTED       CGS
 PX0092  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0092
 PX0092                          STATION DESCRIPTION
 PX0092
 PX0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0092'12.5 MI NW FROM MEETEETSE.
 PX0092'ABOUT 12.5 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 PX0092'OFFICE AT MEETEETSE, PARK COUNTY, ABOUT 2.8 MILES EAST OF THE BRIDGE
 PX0092'OVER DRY CREEK, ABOUT 0.6 MILE FROM A POINT WHERE THE OLD HIGHWAY
 PX0092'CURVES AWAY FROM THE NEW HIGHWAY, 38 FEET SOUTH OF THE CENTER LINE OF
 PX0092'THE OLD HIGHWAY, AND ABOUT 2-1/2 FEET LOWER THAN THE HIGHWAY.  A
 PX0092'STANDARD DISK, STAMPED Q 83 1934 AND SET IN THE TOP OF A CONCRETE
 PX0092'POST.
 PX0092
 PX0092                          STATION RECOVERY (1979)
 PX0092
 PX0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0178 ***********************************************************************
 PX0178  FBN         -  This is a Federal Base Network Control Station.
 PX0178  DESIGNATION -  Q 84
 PX0178  PID         -  PX0178
 PX0178  STATE/COUNTY-  WY/PARK
 PX0178  USGS QUAD   -  CHAPMAN BENCH (1987)
 PX0178
 PX0178                         *CURRENT SURVEY CONTROL
 PX0178  ___________________________________________________________________
 PX0178* NAD 83(1993)-  44 50 15.93374(N)    109 09 02.75467(W)     ADJUSTED  
 PX0178* NAVD 88     -      1348.650  (meters)    4424.70   (feet)  ADJUSTED  
 PX0178  ___________________________________________________________________
 PX0178  X           -  -1,486,505.731 (meters)                     COMP
 PX0178  Y           -  -4,280,502.945 (meters)                     COMP
 PX0178  Z           -   4,475,523.840 (meters)                     COMP
 PX0178  LAPLACE CORR-         -17.64  (seconds)                    DEFLEC99
 PX0178  ELLIP HEIGHT-        1336.66  (meters)          (02/28/01) GPS OBS
 PX0178  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 PX0178  DYNAMIC HT  -        1348.037 (meters)    4422.68  (feet)  COMP
 PX0178  MODELED GRAV-     980,116.3   (mgal)                       NAVD 88
 PX0178
 PX0178  HORZ ORDER  -  B
 PX0178  VERT ORDER  -  SECOND    CLASS 0
 PX0178  ELLP ORDER  -  SECOND    CLASS I
 PX0178
 PX0178.The horizontal coordinates were established by GPS observations
 PX0178.and adjusted by the National Geodetic Survey in October 1994..
 PX0178
 PX0178.The orthometric height was determined by differential leveling
 PX0178.and adjusted by the National Geodetic Survey in June 1991..
 PX0178
 PX0178.Photographs are available for this station.
 PX0178
 PX0178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PX0178
 PX0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0178
 PX0178.The ellipsoidal height was determined by GPS observations
 PX0178.and is referenced to NAD 83.
 PX0178
 PX0178.The geoid height was determined by GEOID03.
 PX0178
 PX0178.The dynamic height is computed by dividing the NAVD 88
 PX0178.geopotential number by the normal gravity value computed on the
 PX0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0178.degrees latitude (g = 980.6199 gals.).
 PX0178
 PX0178.The modeled gravity was interpolated from observed gravity values.
 PX0178
 PX0178;                    North         East     Units Scale Factor Converg.
 PX0178;SPC WYWC     -   481,913.816   568,313.863   MT  0.99994984   -0 16 57.3
 PX0178;UTM  12      - 4,966,591.164   646,158.903   MT  0.99986269   +1 18 14.9
 PX0178
 PX0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0178!SPC WYWC     -   0.99979047  x   0.99994984  =   0.99974032
 PX0178!UTM  12      -   0.99979047  x   0.99986269  =   0.99965319
 PX0178
 PX0178:                Primary Azimuth Mark                     Grid Az
 PX0178:SPC WYWC     -  RIM                                      150 46 44.8
 PX0178:UTM  12      -  RIM                                      149 11 32.6
 PX0178
 PX0178|---------------------------------------------------------------------|
 PX0178| PID    Reference Object                     Distance      Geod. Az  |
 PX0178|                                                           dddmmss.s |
 PX0178| PX0497 RIM                                 APPROX.10.8 KM 1502947.5 |
 PX0178|---------------------------------------------------------------------|
 PX0178
 PX0178                          SUPERSEDED SURVEY CONTROL
 PX0178
 PX0178  ELLIP H (10/19/94) 1336.69   (m)                       GP(       ) 4 1
 PX0178  NAD 83(1986)-  44 50 15.92401(N)    109 09 02.71940(W) AD(       ) 3
 PX0178  NAVD 88 (10/19/94) 1348.65   (m)         4424.7    (f) LEVELING    3  
 PX0178  NGVD 29 (??/??/92) 1347.595  (m)         4421.23   (f) ADJ UNCH    2 0
 PX0178
 PX0178.Superseded values are not recommended for survey control.
 PX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0178.See file dsdata.txt to determine how the superseded data were derived.
 PX0178
 PX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4615966591(NAD 83)
 PX0178_MARKER: DB = BENCH MARK DISK
 PX0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0178_STAMPING: Q 84 1934
 PX0178_MARK LOGO: CGS   
 PX0178_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0178+STABILITY: SURFACE MOTION
 PX0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0178+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1999
 PX0178
 PX0178  HISTORY     - Date     Condition        Report By
 PX0178  HISTORY     - 1934     MONUMENTED       CGS
 PX0178  HISTORY     - 1947     GOOD             USGS
 PX0178  HISTORY     - 1954     GOOD             NGS
 PX0178  HISTORY     - 19930725 GOOD             WYDT
 PX0178  HISTORY     - 19990714 GOOD             NGS
 PX0178
 PX0178                          STATION DESCRIPTION
 PX0178
 PX0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0178'26.2 MI NW FROM CODY.
 PX0178'26.2 MILES NORTHWEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE
 PX0178'POST OFFICE AT CODY, PARK COUNTY, ABOUT 1.6 MILES SOUTH OF A RIVER, 26
 PX0178'FEET WEST OF THE CENTER LINE OF THE ROAD, AND 2 FEET WEST OF A
 PX0178'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED Q 84 1934 AND SET IN
 PX0178'THE TOP OF A CONCRETE POST.
 PX0178
 PX0178                          STATION RECOVERY (1947)
 PX0178
 PX0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 PX0178'LOCATED ABOUT 26.2 MI. SW. OF CODY, WYOMING ALONG THE MAIN RD.
 PX0178'LEADING TO CLARK, WYOMING ABOUT 1.6 MI. S. OF THE BRIDGE ACROSS
 PX0178'CLARKSFORK OF THE YELLOWSTONE RIVER 26 FT. W. OF THE CENTER LINE OF
 PX0178'THE RD., 2 FT. W. OF A FENCE ALONG THE W. SIDE OF THE RD., A STANDARD
 PX0178'DISK STAMPED  ---Q-84 1934--- SET IN THE TOP OF A CONCRETE POST.
 PX0178'
 PX0178'TO REACH STATION FROM THE POST OFFICE AT CODY, WYOMING FOLLOW THE MAIN
 PX0178'RD. TOWARD CLARK, WYOMING FOR ABOUT 26.2 MI., STATION IS ON THE W.
 PX0178'SIDE OF THE RD.
 PX0178'
 PX0178'STATION MARK - A STANDARD NGS BENCHMARK TABLET STAMPED---Q-84
 PX0178'1934--- SET IN THE TOP OF A CONCRETE POST.
 PX0178'
 PX0178'REFERENCE MARKS - NONE.
 PX0178
 PX0178                          STATION RECOVERY (1954)
 PX0178
 PX0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 PX0178'RECOVERED IN GOOD CONDITION.
 PX0178
 PX0178                          STATION RECOVERY (1993)
 PX0178
 PX0178'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1993 (RR)
 PX0178'NOTE--THERE ARE RANGE GATES IN THE GENERAL AREA BUT CLIMBING THE
 PX0178'RIGHT-OF-WAY FENCE IS THE EASIEST WAY TO REACH STATION. STATION IS
 PX0178'LOCATED ABOUT 35 KM (21.75 MI) NORTH OF CODY, 20.1 KM (12.50 MI)
 PX0178'SOUTHWEST ALONG STATE HIGHWAY 120 FROM THE WYOMING-MONTANA STATE LINE,
 PX0178'ALONG THE OLD CODY-BETHEL ROAD, AT HIGHWAY MILE 125.1, IN SECTION 9 T
 PX0178'56 N, R 102 W.  OWNERSHIP--US BUREAU OF LAND MANAGEMENT. TO REACH FROM
 PX0178'THE JUNCTION OF US HIGHWAYS 14, 14 ALTERNATE, 16, 20 AND STATE HIGHWAY
 PX0178'120 ON THE EAST SIDE OF THE CODY BUSINESS DISTRICT, GO NORTH ON
 PX0178'HIGHWAYS 14 ALTERNATE AND 120 FOR 0.80 KM (0.50 MI) TO THEIR JUNCTION
 PX0178'WITH HIGHWAY 120 NORTH ON THE LEFT.  TURN LEFT, NORTHWESTERLY, ON
 PX0178'HIGHWAY 120 FOR 26.39 KM (16.40 MI) TO STATE HIGHWAY 296 ON THE LEFT.
 PX0178'CONTINUE AHEAD FOR 5.67 KM (3.50 MI) TO COUNTY ROAD 7RP ON THE LEFT.
 PX0178'CONTINUE AHEAD FOR 7.90 KM (4.90 MI) TO THE STATION ON THE RIGHT.
 PX0178'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 PX0178'PROJECTING 20 CM ABOVE GROUND.  IT IS 90 M (295.3 FT) SOUTHEAST OF THE
 PX0178'HIGHWAY RIGHT-OF-WAY FENCE, 120 M (393.7 FT) SOUTHEAST OF HIGHWAY 120,
 PX0178'9.4 M (30.8 FT) NORTHWEST OF THE OLD ROAD CENTER, ABOUT 451 M (1479.7
 PX0178'FT) SOUTHWEST ALONG THE HIGHWAY FROM A RANGE GATE (ACROSS HIGHWAY FROM
 PX0178'COUNTY ROAD 7RP), AND 177 M (580.7 FT) NORTHEAST ALONG THE HIGHWAY
 PX0178'FROM A RANGE GATE. DESCRIBED BY WHD, TYPED BY GRH.
 PX0178
 PX0178                          STATION RECOVERY (1999)
 PX0178
 PX0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 PX0178'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 PX0178'CONDITION, NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT
 PX0178'40.15 KM (24.95 MI) NORTH OF CODY, ABOUT 27.35 KM (17.00 MI) SOUTH OF
 PX0178'THE WYOMING-MONTANA STATE LINES, IN A SAGE BRUSH RANGE ABOUT 91.44 M
 PX0178'(300.00 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY AT HIGHWAY MILE
 PX0178'125.1.  OWNERSHIP--BUREAU OF LAND MANAGEMENT.  TO REACH THE STATION
 PX0178'FROM THE JUNCTIONS OF US HIGHWAY 120 AND STATE HIGHWAY 296 LOCATED
 PX0178'26.55 KM (16.50 MI) NORTHWEST OF CODY, GO NORTHEASTERLY ON HIGHWAY 120
 PX0178'FOR 13.60 KM (8.45 MI) TO THE STATION ON THE RIGHT ABOUT 91.44 M
 PX0178'(300.00 FT) SOUTHEAST OF THE HIGHWAY CENTER IN A SAGE BRUSH RANGE,
 PX0178'ALSO ABOUT 59.44 M (195.01 FT) SOUTHEAST OF A HIGHWAY RIGHT-OF-WAY
 PX0178'FENCE POST WITH AN NGS METAL WITNESS POST ATTACHED.  NOTE--FOR RANGE
 PX0178'ACCESS CONTINUE AHEAD ON HIGHWAY 120 FOR 0.48 KM (0.30 MI) TO AN
 PX0178'ENTRANCE ROAD AND RANGE GATE ON THE RIGHT, TURN RIGHT, SOUTHEAST
 PX0178'THROUGH THE GATE AND TURN RIGHT, SOUTHWEST AND PARALLELING THE
 PX0178'RIGHT-OF-WAY FENCE AND HIGHWAY FOR 0.48 KM, (0.30 MI) TURN LEFT,
 PX0178'SOUTHEAST ACROSS THE SAGE BRUSH RANGE FOR 60.96 M (200.00 FT) TO THE
 PX0178'STATION SURROUNDED BY 3 4X4 INCH WOOD POSTS AND A FIBERGLASS WITNESS
 PX0178'POST.  THE STATION IS AN NGS BENCH MARK DISK SET IN THE TOP OF A 20 CM
 PX0178'SQUARE CONCRETE POST ABOUT 20 CM ABOVE THE GROUND.  LOCATED 89.61 M
 PX0178'(294.00 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 59.43 M (194.98
 PX0178'FT) SOUTHEAST OF A WOOD POST OF THE HIGHWAY RIGHT-OF-WAY FENCE WITH AN
 PX0178'NGS METAL WITNESS POST ATTACHED, 9.4 M (30.8 FT) NORTHWEST OF A DIM
 PX0178'TRACK ROAD AND 0.3 M (1.0 FT) NORTHWEST OF A WYDOT FIBERGLASS WITNESS
 PX0178'POST AND SURROUNDED BY 3 WOOD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0049 ***********************************************************************
 PX0049  DESIGNATION -  Q 85
 PX0049  PID         -  PX0049
 PX0049  STATE/COUNTY-  WY/BIG HORN
 PX0049  USGS QUAD   -  BURLINGTON (1978)
 PX0049
 PX0049                         *CURRENT SURVEY CONTROL
 PX0049  ___________________________________________________________________
 PX0049* NAD 83(1986)-  44 28 43.     (N)    108 28 44.     (W)     SCALED    
 PX0049* NAVD 88     -      1409.527  (meters)    4624.42   (feet)  ADJUSTED  
 PX0049  ___________________________________________________________________
 PX0049  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 PX0049  DYNAMIC HT  -        1408.863 (meters)    4622.24  (feet)  COMP
 PX0049  MODELED GRAV-     980,098.0   (mgal)                       NAVD 88
 PX0049
 PX0049  VERT ORDER  -  SECOND    CLASS 0
 PX0049
 PX0049.The horizontal coordinates were scaled from a topographic map and have
 PX0049.an estimated accuracy of +/- 6 seconds.
 PX0049
 PX0049.The orthometric height was determined by differential leveling
 PX0049.and adjusted by the National Geodetic Survey in June 1991..
 PX0049
 PX0049.The geoid height was determined by GEOID03.
 PX0049
 PX0049.The dynamic height is computed by dividing the NAVD 88
 PX0049.geopotential number by the normal gravity value computed on the
 PX0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0049.degrees latitude (g = 980.6199 gals.).
 PX0049
 PX0049.The modeled gravity was interpolated from observed gravity values.
 PX0049
 PX0049;                    North         East    Units  Estimated Accuracy
 PX0049;SPC WYEC     -   542,570.      308,870.      MT  (+/- 180 meters Scaled)
 PX0049
 PX0049                          SUPERSEDED SURVEY CONTROL
 PX0049
 PX0049  NGVD 29 (??/??/92) 1408.563  (m)         4621.26   (f) ADJ UNCH    2 0
 PX0049
 PX0049.Superseded values are not recommended for survey control.
 PX0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0049.See file dsdata.txt to determine how the superseded data were derived.
 PX0049
 PX0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ004281(NAD 83)
 PX0049_MARKER: DB = BENCH MARK DISK
 PX0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0049_STAMPING: Q 85 1934
 PX0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0049+STABILITY: SURFACE MOTION
 PX0049
 PX0049  HISTORY     - Date     Condition        Report By
 PX0049  HISTORY     - 1934     MONUMENTED       CGS
 PX0049
 PX0049                          STATION DESCRIPTION
 PX0049
 PX0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0049'22.5 MI W FROM GREYBULL.
 PX0049'IN BIG HORN COUNTY, ABOUT 30.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM
 PX0049'THE POST OFFICE AT CODY, PARK COUNTY, ABOUT 22.5 MILES WEST OF
 PX0049'GREYBULL, BIG HORN COUNTY, ABOUT 27.2 MILES EAST OF THE JUNCTION OF
 PX0049'STATE HIGHWAY 420, ABOUT 0.1 MILE WEST OF A SIDE ROAD, 81.2 FEET SOUTH
 PX0049'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2.0 FEET LOWER THAN THE
 PX0049'HIGHWAY.  A STANDARD DISK, STAMPED Q 85 1934 AND SET IN THE TOP OF A
 PX0049'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0053 ***********************************************************************
 PW0053  DESIGNATION -  Q 86
 PW0053  PID         -  PW0053
 PW0053  STATE/COUNTY-  WY/SHERIDAN
 PW0053  USGS QUAD   -  CABIN CREEK SE (1971)
 PW0053
 PW0053                         *CURRENT SURVEY CONTROL
 PW0053  ___________________________________________________________________
 PW0053* NAD 83(1986)-  44 51 10.     (N)    106 04 42.     (W)     SCALED    
 PW0053* NAVD 88     -      1103.332  (meters)    3619.85   (feet)  ADJUSTED  
 PW0053  ___________________________________________________________________
 PW0053  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 PW0053  DYNAMIC HT  -        1102.988 (meters)    3618.72  (feet)  COMP
 PW0053  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 PW0053  OBS GRAVITY -     980,263.2   (mgal)                       GRAV_OBS
 PW0053
 PW0053  VERT ORDER  -  SECOND    CLASS 0
 PW0053
 PW0053.The horizontal coordinates were scaled from a topographic map and have
 PW0053.an estimated accuracy of +/- 6 seconds.
 PW0053
 PW0053.The orthometric height was determined by differential leveling
 PW0053.and adjusted by the National Geodetic Survey in June 1991..
 PW0053
 PW0053.The geoid height was determined by GEOID03.
 PW0053
 PW0053.The dynamic height is computed by dividing the NAVD 88
 PW0053.geopotential number by the normal gravity value computed on the
 PW0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0053.degrees latitude (g = 980.6199 gals.).
 PW0053
 PW0053.The modeled gravity was interpolated from observed gravity values.
 PW0053.The observed gravity was obtained from relative gravimeter ties
 PW0053.to the IGSN71 gravity network.
 PW0053
 PW0053;                    North         East    Units  Estimated Accuracy
 PW0053;SPC WYEC     -   584,270.      499,200.      MT  (+/- 180 meters Scaled)
 PW0053
 PW0053                          SUPERSEDED SURVEY CONTROL
 PW0053
 PW0053  NGVD 29 (??/??/92) 1102.697  (m)         3617.77   (f) ADJ UNCH    2 0
 PW0053
 PW0053.Superseded values are not recommended for survey control.
 PW0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0053.See file dsdata.txt to determine how the superseded data were derived.
 PW0053
 PW0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK147671(NAD 83)
 PW0053_MARKER: DB = BENCH MARK DISK
 PW0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0053_STAMPING: Q 86 1934
 PW0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0053+STABILITY: SURFACE MOTION
 PW0053
 PW0053  HISTORY     - Date     Condition        Report By
 PW0053  HISTORY     - 1934     MONUMENTED       CGS
 PW0053
 PW0053                          STATION DESCRIPTION
 PW0053
 PW0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0053'15.6 MI NE FROM ARVADA.
 PW0053'15.6 MILES NORTHEAST ALONG THE ROAD LEADING TO MOORHEAD, MONTANA, FROM
 PW0053'THE POST OFFICE AT ARVADA, SHERIDAN COUNTY, 0.7 MILE SOUTHWEST OF K
 PW0053'RANCH, 250 FEET SOUTHWEST OF A GATE BETWEEN TWO ROCK GATEPOSTS, AT THE
 PW0053'FOOT OF A HILL, 18.6 FEET WEST OF THE CENTERLINE OF THE ROAD, 6.4 FEET
 PW0053'WEST OF THE K RANCH MAIL BOX, AND 2-1/2 FEET HIGHER THAN THE ROAD. A
 PW0053'STANDARD DISK, STAMPED Q 86 1934 AND SET IN THE TOP OF A CONCRETE
 PW0053'POST.  NOTE-- IT WAS REPORTED IN NOVEMBER 1939 THAT THIS MARK WAS
 PW0053'MOVED BY THE COUNTY-ROAD CREW IN OCTOBER 1938.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0399 ***********************************************************************
 MO0399  DESIGNATION -  Q 88
 MO0399  PID         -  MO0399
 MO0399  STATE/COUNTY-  WY/ALBANY
 MO0399  USGS QUAD   -  BOSLER (1981)
 MO0399
 MO0399                         *CURRENT SURVEY CONTROL
 MO0399  ___________________________________________________________________
 MO0399* NAD 83(1986)-  41 33 18.     (N)    105 40 37.     (W)     SCALED    
 MO0399* NAVD 88     -      2145.800  (meters)    7040.01   (feet)  POSTED    
 MO0399  ___________________________________________________________________
 MO0399  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 MO0399  DYNAMIC HT  -        2144.000 (meters)    7034.11  (feet)  COMP
 MO0399  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 MO0399
 MO0399  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MO0399
 MO0399.The horizontal coordinates were scaled from a topographic map and have
 MO0399.an estimated accuracy of +/- 6 seconds.
 MO0399
 MO0399.The orthometric height was determined by differential leveling
 MO0399.and adjusted by the National Geodetic Survey in 1992..
 MO0399.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MO0399.rate of 1.1 thru 2.0 mm/km.
 MO0399
 MO0399.The geoid height was determined by GEOID03.
 MO0399
 MO0399.The dynamic height is computed by dividing the NAVD 88
 MO0399.geopotential number by the normal gravity value computed on the
 MO0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0399.degrees latitude (g = 980.6199 gals.).
 MO0399
 MO0399.The modeled gravity was interpolated from observed gravity values.
 MO0399
 MO0399;                    North         East    Units  Estimated Accuracy
 MO0399;SPC WY E     -   117,280.      157,430.      MT  (+/- 180 meters Scaled)
 MO0399
 MO0399                          SUPERSEDED SURVEY CONTROL
 MO0399
 MO0399  NGVD 29 (??/??/92) 2144.764  (m)         7036.61   (f) ADJ UNCH    2 0
 MO0399
 MO0399.Superseded values are not recommended for survey control.
 MO0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0399.See file dsdata.txt to determine how the superseded data were derived.
 MO0399
 MO0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG435005(NAD 83)
 MO0399_MARKER: DB = BENCH MARK DISK
 MO0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0399_STAMPING: Q 88 1934
 MO0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0399+STABILITY: SURFACE MOTION
 MO0399
 MO0399  HISTORY     - Date     Condition        Report By
 MO0399  HISTORY     - 1934     MONUMENTED       CGS
 MO0399  HISTORY     - 1966     MARK NOT FOUND   NGS
 MO0399
 MO0399                          STATION DESCRIPTION
 MO0399
 MO0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0399'2.1 MI S FROM BOSLER.
 MO0399'1.8 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE POST OFFICE AT
 MO0399'BOSLER, ALBANY COUNTY, 0.3 MILE NORTHEAST ALONG STATE HIGHWAY
 MO0399'34, 0.4 MILE WEST OF A WHITE RANCH HOUSE, IN A FIELD, 51.2 FEET
 MO0399'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.8 FEET LOWER
 MO0399'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Q 88 1934 AND SET
 MO0399'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0173 ***********************************************************************
 MO0173  DESIGNATION -  Q 89
 MO0173  PID         -  MO0173
 MO0173  STATE/COUNTY-  WY/LARAMIE
 MO0173  USGS QUAD   -  POLE CREEK RANCH (1991)
 MO0173
 MO0173                         *CURRENT SURVEY CONTROL
 MO0173  ___________________________________________________________________
 MO0173* NAD 83(1986)-  41 19 19.     (N)    104 41 55.     (W)     SCALED    
 MO0173* NAVD 88     -      1848.283  (meters)    6063.91   (feet)  ADJUSTED  
 MO0173  ___________________________________________________________________
 MO0173  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 MO0173  DYNAMIC HT  -        1846.731 (meters)    6058.82  (feet)  COMP
 MO0173  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 MO0173
 MO0173  VERT ORDER  -  SECOND    CLASS 0
 MO0173
 MO0173.The horizontal coordinates were scaled from a topographic map and have
 MO0173.an estimated accuracy of +/- 6 seconds.
 MO0173
 MO0173.The orthometric height was determined by differential leveling
 MO0173.and adjusted by the National Geodetic Survey in June 1991..
 MO0173
 MO0173.The geoid height was determined by GEOID03.
 MO0173
 MO0173.The dynamic height is computed by dividing the NAVD 88
 MO0173.geopotential number by the normal gravity value computed on the
 MO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0173.degrees latitude (g = 980.6199 gals.).
 MO0173
 MO0173.The modeled gravity was interpolated from observed gravity values.
 MO0173
 MO0173;                    North         East    Units  Estimated Accuracy
 MO0173;SPC WY E     -    91,380.      239,190.      MT  (+/- 180 meters Scaled)
 MO0173
 MO0173                          SUPERSEDED SURVEY CONTROL
 MO0173
 MO0173  NGVD 29 (??/??/92) 1847.312  (m)         6060.72   (f) ADJ UNCH    2 0
 MO0173
 MO0173.Superseded values are not recommended for survey control.
 MO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0173.See file dsdata.txt to determine how the superseded data were derived.
 MO0173
 MO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF252745(NAD 83)
 MO0173_MARKER: DB = BENCH MARK DISK
 MO0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0173_STAMPING: Q 89 1934
 MO0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0173+STABILITY: SURFACE MOTION
 MO0173
 MO0173  HISTORY     - Date     Condition        Report By
 MO0173  HISTORY     - 1934     MONUMENTED       CGS
 MO0173  HISTORY     - 1959     GOOD             NGS
 MO0173
 MO0173                          STATION DESCRIPTION
 MO0173
 MO0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0173'16.7 MI NE FROM CHEYENNE.
 MO0173'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0173'CHEYENNE, THENCE 0.8 MILE WESTERLY ON PERSHING BLVD. THENCE 5.7
 MO0173'MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 9.8 MILES NORTHEAST
 MO0173'ON U.S. HIGHWAY 85, ON THE EAST SLOPE OF A HILL ABOUT 0.15 MILE
 MO0173'EAST OF THE CREST, 625 FEET NORTHWEST OF THE CENTERLINE OF THE
 MO0173'HIGHWAY AND 41.5 FEET NORTHWEST OF THE CENTERLINE OF THE OLD
 MO0173'HIGHWAY.  SET IN A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0088 ***********************************************************************
 PY0088  DESIGNATION -  Q 9
 PY0088  PID         -  PY0088
 PY0088  STATE/COUNTY-  WY/PARK
 PY0088  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0088
 PY0088                         *CURRENT SURVEY CONTROL
 PY0088  ___________________________________________________________________
 PY0088* NAD 83(1986)-  44 39 02.     (N)    110 49 43.     (W)     SCALED    
 PY0088* NAVD 88     -      2093.517  (meters)    6868.48   (feet)  ADJUSTED  
 PY0088  ___________________________________________________________________
 PY0088  GEOID HEIGHT-          -8.77  (meters)                     GEOID03
 PY0088  DYNAMIC HT  -        2092.270 (meters)    6864.39  (feet)  COMP
 PY0088  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 PY0088
 PY0088  VERT ORDER  -  FIRST     CLASS II
 PY0088
 PY0088.The horizontal coordinates were scaled from a topographic map and have
 PY0088.an estimated accuracy of +/- 6 seconds.
 PY0088
 PY0088.The orthometric height was determined by differential leveling
 PY0088.and adjusted by the National Geodetic Survey in June 1991..
 PY0088
 PY0088.The geoid height was determined by GEOID03.
 PY0088
 PY0088.The dynamic height is computed by dividing the NAVD 88
 PY0088.geopotential number by the normal gravity value computed on the
 PY0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0088.degrees latitude (g = 980.6199 gals.).
 PY0088
 PY0088.The modeled gravity was interpolated from observed gravity values.
 PY0088
 PY0088;                    North         East    Units  Estimated Accuracy
 PY0088;SPC WYWC     -   463,140.      435,130.      MT  (+/- 180 meters Scaled)
 PY0088
 PY0088                          SUPERSEDED SURVEY CONTROL
 PY0088
 PY0088  NGVD 29 (08/20/92) 2092.225  (m)         6864.24   (f) ADJUSTED    1 2
 PY0088
 PY0088.Superseded values are not recommended for survey control.
 PY0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0088.See file dsdata.txt to determine how the superseded data were derived.
 PY0088
 PY0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ135441(NAD 83)
 PY0088_MARKER: DB = BENCH MARK DISK
 PY0088_SETTING: 80 = SET IN A BOULDER
 PY0088_SP_SET: BOULDER
 PY0088_STAMPING: Q 9 1923 6963.425
 PY0088_MARK LOGO: CGS   
 PY0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0088+STABILITY: SURFACE MOTION
 PY0088
 PY0088  HISTORY     - Date     Condition        Report By
 PY0088  HISTORY     - 1923     MONUMENTED       CGS
 PY0088  HISTORY     - 1960     GOOD             NGS
 PY0088  HISTORY     - 1983     GOOD             NGS
 PY0088  HISTORY     - 1987     GOOD             NGS
 PY0088
 PY0088                          STATION DESCRIPTION
 PY0088
 PY0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0088'11.25 MI SW FROM NORRIS.
 PY0088'ABOUT 11.25 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0088'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, SET IN THE TOP OF A LARGE
 PY0088'BOULDER WHICH PROJECTS 2 1/2 FEET, 17 FEET SOUTHEAST OF THE CENTER
 PY0088'LINE OF THE HIGHWAY, 389 FEET EAST-NORTHEAST OF THE TUFF CLIFF EXHIBIT
 PY0088'PANEL AND PARKING AREA, 5 1/2 FEET WEST OF A LARGE FORKED FIR TREE,
 PY0088'AND ABOUT 2 FEET BELOW THE HIGHWAY.
 PY0088
 PY0088                          STATION RECOVERY (1983)
 PY0088
 PY0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0088'RECOVERED IN GOOD CONDITION.
 PY0088
 PY0088                          STATION RECOVERY (1987)
 PY0088
 PY0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0088'RECOVERED IN GOOD CONDITION.  THE 1983 DESCRIPTION STATES THAT THIS
 PY0088'MARK IS A CONCRETE POST, BUT IS AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0104 ***********************************************************************
 MO0104  DESIGNATION -  Q 90
 MO0104  PID         -  MO0104
 MO0104  STATE/COUNTY-  WY/LARAMIE
 MO0104  USGS QUAD   -  HILLSDALE (1963)
 MO0104
 MO0104                         *CURRENT SURVEY CONTROL
 MO0104  ___________________________________________________________________
 MO0104* NAD 83(1986)-  41 12 39.     (N)    104 26 33.     (W)     SCALED    
 MO0104* NAVD 88     -      1702.737  (meters)    5586.40   (feet)  ADJUSTED  
 MO0104  ___________________________________________________________________
 MO0104  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 MO0104  DYNAMIC HT  -        1701.332 (meters)    5581.79  (feet)  COMP
 MO0104  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 MO0104
 MO0104  VERT ORDER  -  SECOND    CLASS 0
 MO0104
 MO0104.The horizontal coordinates were scaled from a topographic map and have
 MO0104.an estimated accuracy of +/- 6 seconds.
 MO0104
 MO0104.The orthometric height was determined by differential leveling
 MO0104.and adjusted by the National Geodetic Survey in June 1991..
 MO0104
 MO0104.The geoid height was determined by GEOID03.
 MO0104
 MO0104.The dynamic height is computed by dividing the NAVD 88
 MO0104.geopotential number by the normal gravity value computed on the
 MO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0104.degrees latitude (g = 980.6199 gals.).
 MO0104
 MO0104.The modeled gravity was interpolated from observed gravity values.
 MO0104
 MO0104;                    North         East    Units  Estimated Accuracy
 MO0104;SPC WY E     -    79,190.      260,730.      MT  (+/- 180 meters Scaled)
 MO0104
 MO0104                          SUPERSEDED SURVEY CONTROL
 MO0104
 MO0104  NGVD 29 (??/??/92) 1701.809  (m)         5583.35   (f) ADJ UNCH    2 0
 MO0104
 MO0104.Superseded values are not recommended for survey control.
 MO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0104.See file dsdata.txt to determine how the superseded data were derived.
 MO0104
 MO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF467623(NAD 83)
 MO0104_MARKER: DB = BENCH MARK DISK
 MO0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0104_STAMPING: Q 90 1934
 MO0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0104+STABILITY: SURFACE MOTION
 MO0104
 MO0104  HISTORY     - Date     Condition        Report By
 MO0104  HISTORY     - 1934     MONUMENTED       CGS
 MO0104  HISTORY     - 1938     GOOD             NGS
 MO0104
 MO0104                          STATION DESCRIPTION
 MO0104
 MO0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MO0104'1.9 MI E FROM HILLSDALE.
 MO0104'1.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0104'STATION AT HILLSDALE, LARAMIE COUNTY, 0.2 MILE SOUTHEAST OF
 MO0104'MILEPOST 488, 46.4 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 MO0104'AND 28 FEET NORTH OF A ROW OF POLES.  A STANDARD DISK SET IN
 MO0104'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0122 ***********************************************************************
 MO0122  DESIGNATION -  Q 91
 MO0122  PID         -  MO0122
 MO0122  STATE/COUNTY-  WY/LARAMIE
 MO0122  USGS QUAD   -  ARCOLA (1991)
 MO0122
 MO0122                         *CURRENT SURVEY CONTROL
 MO0122  ___________________________________________________________________
 MO0122* NAD 83(1986)-  41 03 56.     (N)    104 23 01.     (W)     SCALED    
 MO0122* NAVD 88     -      1667.169  (meters)    5469.70   (feet)  ADJUSTED  
 MO0122  ___________________________________________________________________
 MO0122  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 MO0122  DYNAMIC HT  -        1665.790 (meters)    5465.18  (feet)  COMP
 MO0122  MODELED GRAV-     979,738.3   (mgal)                       NAVD 88
 MO0122
 MO0122  VERT ORDER  -  SECOND    CLASS 0
 MO0122
 MO0122.The horizontal coordinates were scaled from a topographic map and have
 MO0122.an estimated accuracy of +/- 6 seconds.
 MO0122
 MO0122.The orthometric height was determined by differential leveling
 MO0122.and adjusted by the National Geodetic Survey in June 1991..
 MO0122
 MO0122.The geoid height was determined by GEOID03.
 MO0122
 MO0122.The dynamic height is computed by dividing the NAVD 88
 MO0122.geopotential number by the normal gravity value computed on the
 MO0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0122.degrees latitude (g = 980.6199 gals.).
 MO0122
 MO0122.The modeled gravity was interpolated from observed gravity values.
 MO0122
 MO0122;                    North         East    Units  Estimated Accuracy
 MO0122;SPC WY E     -    63,100.      265,810.      MT  (+/- 180 meters Scaled)
 MO0122
 MO0122                          SUPERSEDED SURVEY CONTROL
 MO0122
 MO0122  NGVD 29 (??/??/92) 1666.265  (m)         5466.74   (f) ADJ UNCH    2 0
 MO0122
 MO0122.Superseded values are not recommended for survey control.
 MO0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0122.See file dsdata.txt to determine how the superseded data were derived.
 MO0122
 MO0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF517462(NAD 83)
 MO0122_MARKER: DB = BENCH MARK DISK
 MO0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0122_STAMPING: Q 91 1934
 MO0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0122+STABILITY: SURFACE MOTION
 MO0122
 MO0122  HISTORY     - Date     Condition        Report By
 MO0122  HISTORY     - 1934     MONUMENTED       CGS
 MO0122  HISTORY     - 1952     GOOD             NGS
 MO0122
 MO0122                          STATION DESCRIPTION
 MO0122
 MO0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 MO0122'1.8 MI NW FROM CARPENTER.
 MO0122'1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MO0122'RAILROAD FROM THE STATION AT CARPENTER, 12 RAILS NORTHWEST OF THE
 MO0122'NORTHWEST END OF TRESTLE 311.92, AT AN ABANDONED PRIVATE ROAD
 MO0122'CROSSING, 104 YARDS SOUTH OF AN OLD LOG CABIN, 52 FEET NORTHEAST
 MO0122'OF THE NORTHEAST RAIL, 14 FEET NORTHWEST OF THE CENTER LINE OF A
 MO0122'TRACK ROAD, 3.6 FEET NORTHEAST OF A FENCE, 1.4 FEET NORTHWEST OF
 MO0122'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0122'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0279 ***********************************************************************
 MO0279  DESIGNATION -  Q 92
 MO0279  PID         -  MO0279
 MO0279  STATE/COUNTY-  WY/PLATTE
 MO0279  USGS QUAD   -  CHUGWATER (1990)
 MO0279
 MO0279                         *CURRENT SURVEY CONTROL
 MO0279  ___________________________________________________________________
 MO0279* NAD 83(1986)-  41 50 14.     (N)    104 48 20.     (W)     SCALED    
 MO0279* NAVD 88     -      1546.894  (meters)    5075.10   (feet)  ADJUSTED  
 MO0279  ___________________________________________________________________
 MO0279  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 MO0279  DYNAMIC HT  -        1545.793 (meters)    5071.49  (feet)  COMP
 MO0279  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 MO0279
 MO0279  VERT ORDER  -  FIRST     CLASS II
 MO0279
 MO0279.The horizontal coordinates were scaled from a topographic map and have
 MO0279.an estimated accuracy of +/- 6 seconds.
 MO0279
 MO0279.The orthometric height was determined by differential leveling
 MO0279.and adjusted by the National Geodetic Survey in June 1991..
 MO0279
 MO0279.The geoid height was determined by GEOID03.
 MO0279
 MO0279.The dynamic height is computed by dividing the NAVD 88
 MO0279.geopotential number by the normal gravity value computed on the
 MO0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0279.degrees latitude (g = 980.6199 gals.).
 MO0279
 MO0279.The modeled gravity was interpolated from observed gravity values.
 MO0279
 MO0279;                    North         East    Units  Estimated Accuracy
 MO0279;SPC WY E     -   148,560.      229,990.      MT  (+/- 180 meters Scaled)
 MO0279
 MO0279                          SUPERSEDED SURVEY CONTROL
 MO0279
 MO0279  NGVD 29 (??/??/92) 1546.030  (m)         5072.27   (f) ADJ UNCH    1 2
 MO0279
 MO0279.Superseded values are not recommended for survey control.
 MO0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0279.See file dsdata.txt to determine how the superseded data were derived.
 MO0279
 MO0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG161317(NAD 83)
 MO0279_MARKER: DB = BENCH MARK DISK
 MO0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0279_STAMPING: Q 92 1934
 MO0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0279+STABILITY: SURFACE MOTION
 MO0279
 MO0279  HISTORY     - Date     Condition        Report By
 MO0279  HISTORY     - 1934     MONUMENTED       CGS
 MO0279  HISTORY     - 1954     GOOD             NGS
 MO0279
 MO0279                          STATION DESCRIPTION
 MO0279
 MO0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0279'2.6 MI S FROM SLATER.
 MO0279'2.65 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0279'THE POST OFFICE AT SLATER, 64.4 FEET NORTHWEST OF MILEPOST 195,
 MO0279'41 FEET WEST OF THE WEST RAIL, 6.7 FEET EAST OF A FENCE, 2 FEET
 MO0279'NORTH OF A WITNESS POST, 1.0 MILE NORTH OF BENCH MARK Y 110, SET
 MO0279'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 MO0279'GROUND, IN SECTION 32, TOWNSHIP 22 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0059 ***********************************************************************
 MO0059  DESIGNATION -  Q 96
 MO0059  PID         -  MO0059
 MO0059  STATE/COUNTY-  WY/LARAMIE
 MO0059  USGS QUAD   -  ALBIN (1991)
 MO0059
 MO0059                         *CURRENT SURVEY CONTROL
 MO0059  ___________________________________________________________________
 MO0059* NAD 83(1986)-  41 26 43.     (N)    104 05 33.     (W)     SCALED    
 MO0059* NAVD 88     -      1630.689  (meters)    5350.02   (feet)  ADJUSTED  
 MO0059  ___________________________________________________________________
 MO0059  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 MO0059  DYNAMIC HT  -        1629.431 (meters)    5345.89  (feet)  COMP
 MO0059  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 MO0059
 MO0059  VERT ORDER  -  SECOND    CLASS 0
 MO0059
 MO0059.The horizontal coordinates were scaled from a topographic map and have
 MO0059.an estimated accuracy of +/- 6 seconds.
 MO0059
 MO0059.The orthometric height was determined by differential leveling
 MO0059.and adjusted by the National Geodetic Survey in June 1991..
 MO0059
 MO0059.The geoid height was determined by GEOID03.
 MO0059
 MO0059.The dynamic height is computed by dividing the NAVD 88
 MO0059.geopotential number by the normal gravity value computed on the
 MO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0059.degrees latitude (g = 980.6199 gals.).
 MO0059
 MO0059.The modeled gravity was interpolated from observed gravity values.
 MO0059
 MO0059;                    North         East    Units  Estimated Accuracy
 MO0059;SPC WY E     -   105,530.      289,760.      MT  (+/- 180 meters Scaled)
 MO0059
 MO0059                          SUPERSEDED SURVEY CONTROL
 MO0059
 MO0059  NGVD 29 (??/??/92) 1629.826  (m)         5347.19   (f) ADJ UNCH    2 0
 MO0059
 MO0059.Superseded values are not recommended for survey control.
 MO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0059.See file dsdata.txt to determine how the superseded data were derived.
 MO0059
 MO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF758885(NAD 83)
 MO0059_MARKER: DB = BENCH MARK DISK
 MO0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0059_STAMPING: Q 96 1934
 MO0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0059+STABILITY: SURFACE MOTION
 MO0059
 MO0059  HISTORY     - Date     Condition        Report By
 MO0059  HISTORY     - 1934     MONUMENTED       CGS
 MO0059
 MO0059                          STATION DESCRIPTION
 MO0059
 MO0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0059'2 MI N FROM ALBIN.
 MO0059'2.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0059'AT ALBIN, AT MILEAGE 23.70, 35.2 FEET EAST OF THE EAST RAIL,
 MO0059'28 FEET SOUTH OF THE CENTERLINE OF A ROAD, 12.3 FEET WEST OF THE
 MO0059'RIGHT-OF-WAY FENCE, AND 7.4 FEET NORTH OF THE FIRST POLE SOUTH
 MO0059'OF THE ROAD.  A STANDARD DISK, STAMPED Q 96 1934 AND SET IN THE
 MO0059'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0041 ***********************************************************************
 MO0041  DESIGNATION -  Q 99
 MO0041  PID         -  MO0041
 MO0041  STATE/COUNTY-  WY/GOSHEN
 MO0041  USGS QUAD   -  NEEDLE ROCK (1990)
 MO0041
 MO0041                         *CURRENT SURVEY CONTROL
 MO0041  ___________________________________________________________________
 MO0041* NAD 83(1986)-  41 49 39.     (N)    104 24 08.     (W)     SCALED    
 MO0041* NAVD 88     -      1355.069  (meters)    4445.76   (feet)  ADJUSTED  
 MO0041  ___________________________________________________________________
 MO0041  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 MO0041  DYNAMIC HT  -        1354.150 (meters)    4442.74  (feet)  COMP
 MO0041  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 MO0041
 MO0041  VERT ORDER  -  SECOND    CLASS 0
 MO0041
 MO0041.The horizontal coordinates were scaled from a topographic map and have
 MO0041.an estimated accuracy of +/- 6 seconds.
 MO0041
 MO0041.The orthometric height was determined by differential leveling
 MO0041.and adjusted by the National Geodetic Survey in June 1991..
 MO0041
 MO0041.The geoid height was determined by GEOID03.
 MO0041
 MO0041.The dynamic height is computed by dividing the NAVD 88
 MO0041.geopotential number by the normal gravity value computed on the
 MO0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0041.degrees latitude (g = 980.6199 gals.).
 MO0041
 MO0041.The modeled gravity was interpolated from observed gravity values.
 MO0041
 MO0041;                    North         East    Units  Estimated Accuracy
 MO0041;SPC WY E     -   147,700.      263,500.      MT  (+/- 180 meters Scaled)
 MO0041
 MO0041                          SUPERSEDED SURVEY CONTROL
 MO0041
 MO0041  NGVD 29 (??/??/92) 1354.281  (m)         4443.17   (f) ADJ UNCH    2 0
 MO0041
 MO0041.Superseded values are not recommended for survey control.
 MO0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0041.See file dsdata.txt to determine how the superseded data were derived.
 MO0041
 MO0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG496307(NAD 83)
 MO0041_MARKER: DB = BENCH MARK DISK
 MO0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0041_STAMPING: Q 99 1934
 MO0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0041+STABILITY: SURFACE MOTION
 MO0041
 MO0041  HISTORY     - Date     Condition        Report By
 MO0041  HISTORY     - 1934     MONUMENTED       CGS
 MO0041  HISTORY     - 1941     MARK NOT FOUND   NGS
 MO0041
 MO0041                          STATION DESCRIPTION
 MO0041
 MO0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0041'10 MI NW FROM HAWK SPRINGS.
 MO0041'3 MILES NORTH AND 7 MILES WEST ALONG THE COUNTY ROAD LEADING
 MO0041'TO CHUGWATER FROM HAWK SPRINGS, GOSHEN COUNTY, IN THE NORTHEAST
 MO0041'CORNER OF SEC. 3, T. 21 N., R 63 W., 1 MILE EAST OF THE BENSON
 MO0041'SCHOOL, AT A ROAD INTERSECTION, 37 FEET WEST OF THE CENTERLINE
 MO0041'OF THE NORTH-AND-SOUTH ROAD, 36 FEET SOUTH OF THE CENTERLINE OF
 MO0041'THE CHUGWATER ROAD, IN THE FENCE CORNER, 3 FEET SOUTH OF THE
 MO0041'EAST-AND-WEST FENCE, AND 4 FEET WEST OF THE NORTH-AND-SOUTH FENCE.
 MO0041'A STANDARD DISK, STAMPED Q 99 1934 AND SET IN THE TOP OF A
 MO0041'CONCRETE POST.  NOTE-- MARK COVERED WITH BLOW SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1239 ***********************************************************************
 MO1239  DESIGNATION -  QBMRG 1
 MO1239  PID         -  MO1239
 MO1239  STATE/COUNTY-  WY/ALBANY
 MO1239  USGS QUAD   -  RAGGED TOP MOUNTAIN (1987)
 MO1239
 MO1239                         *CURRENT SURVEY CONTROL
 MO1239  ___________________________________________________________________
 MO1239* NAD 83(1993)-  41 22 35.44281(N)    105 21 33.08314(W)     ADJUSTED  
 MO1239* NAVD 88     -      2368.     (meters)    7769.     (feet)  SCALED    
 MO1239  ___________________________________________________________________
 MO1239  LAPLACE CORR-         -12.72  (seconds)                    DEFLEC99
 MO1239  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 MO1239
 MO1239  HORZ ORDER  -  THIRD
 MO1239
 MO1239.The horizontal coordinates were established by classical geodetic methods
 MO1239.and adjusted by the National Geodetic Survey in January 1997..
 MO1239
 MO1239.The orthometric height was scaled from a topographic map.
 MO1239
 MO1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1239
 MO1239.The geoid height was determined by GEOID03.
 MO1239
 MO1239;                    North         East     Units Scale Factor Converg.
 MO1239;SPC WY E     -    97,350.829   183,895.563   MT  0.99994069   -0 07 38.1
 MO1239;UTM  13      - 4,580,617.057   469,964.123   MT  0.99961110   -0 14 14.7
 MO1239
 MO1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1239!SPC WY E     -   0.99963060  x   0.99994069  =   0.99957131
 MO1239!UTM  13      -   0.99963060  x   0.99961110  =   0.99924184
 MO1239
 MO1239:                Primary Azimuth Mark                     Grid Az
 MO1239:SPC WY E     -  GREENTOP                                 141 01 55.9
 MO1239:UTM  13      -  GREENTOP                                 141 08 32.5
 MO1239
 MO1239|---------------------------------------------------------------------|
 MO1239| PID    Reference Object                     Distance      Geod. Az  |
 MO1239|                                                           dddmmss.s |
 MO1239| MO1240 GREENTOP                            APPROX. 3.8 KM 1405417.8 |
 MO1239|---------------------------------------------------------------------|
 MO1239
 MO1239                          SUPERSEDED SURVEY CONTROL
 MO1239
 MO1239  NAD 83(1986)-  41 22 35.42728(N)    105 21 33.08053(W) AD(       ) 3
 MO1239  NAD 27      -  41 22 35.50579(N)    105 21 31.14220(W) AD(       ) 3
 MO1239
 MO1239.Superseded values are not recommended for survey control.
 MO1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1239.See file dsdata.txt to determine how the superseded data were derived.
 MO1239
 MO1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6996480617(NAD 83)
 MO1239_MARKER: DD = SURVEY DISK
 MO1239_SETTING: 66 = SET IN ROCK OUTCROP
 MO1239_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MO1239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1239+STABILITY: POSITION/ELEVATION WELL
 MO1239
 MO1239  HISTORY     - Date     Condition        Report By
 MO1239  HISTORY     - 1947     MONUMENTED       USGS
 MO1239
 MO1239                          STATION DESCRIPTION
 MO1239
 MO1239'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1239'LOCATED IN SEC. 9, T 16 N, R 71 W, IN BOULDER, ON OUTCROP OF ROCK,
 MO1239'IN PASTURE LAND.
 MO1239'
 MO1239'TO REACH FROM LARAMIE, GO E. ON IVINSON AVE. TO 9TH STREET, THENCE
 MO1239'LEFT (N.) ON 9TH STREET AND GRADED DIRT RD. 13.8 MI. TO RD. FORK,
 MO1239'GO RIGHT (SE.) 2.65 MI. TO RD. FORK, THENCE RIGHT (SE. AND S.) 2.0
 MO1239'MI. TO DIM CROSSROAD ON S. SIDE OF DRAIN.  STATION IS ON E. SIDE OF
 MO1239'MAIN TRAVELED RD., 333 FT. N. OF CROSSROAD.
 MO1239'
 MO1239'STATION MARK--STANDARD TABLET, DRILLED IN ROCK AND STAMPED
 MO1239'---QBMRG-1 1947---.
 MO1239'
 MO1239'REFERENCE MARK NO. 1--CHISELED ARROW WITH DRILL HOLE IN SHAFT, 17.88
 MO1239'FT. SSW. OF STATION, S 42 DEG 22 MIN E.
 MO1239'
 MO1239'REFERENCE MARK NO. 2--CHISELED ARROW WITH DRILL HOLE IN SHAFT, 67.70
 MO1239'FT. ESE. OF STATION, N 76 DEG 29 MIN W.
 MO1239'
 MO1239'REFERENCE MARKS NO. 1 AND 2 ARE 77.80 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0254 ***********************************************************************
 NS0254  DESIGNATION -  QUAKER
 NS0254  PID         -  NS0254
 NS0254  STATE/COUNTY-  WY/FREMONT
 NS0254  USGS QUAD   -  WOLF POINT (1991)
 NS0254
 NS0254                         *CURRENT SURVEY CONTROL
 NS0254  ___________________________________________________________________
 NS0254* NAD 83(1993)-  42 40 12.19682(N)    108 44 21.90967(W)     ADJUSTED  
 NS0254* NAVD 88     -      2519.7    (meters)    8267.     (feet)  VERTCON   
 NS0254  ___________________________________________________________________
 NS0254  LAPLACE CORR-         -19.20  (seconds)                    DEFLEC99
 NS0254  GEOID HEIGHT-         -11.15  (meters)                     GEOID03
 NS0254
 NS0254  HORZ ORDER  -  THIRD
 NS0254
 NS0254.The horizontal coordinates were established by classical geodetic methods
 NS0254.and adjusted by the National Geodetic Survey in January 1997..
 NS0254
 NS0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0254
 NS0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0254
 NS0254.The geoid height was determined by GEOID03.
 NS0254
 NS0254;                    North         East     Units Scale Factor Converg.
 NS0254;SPC WYWC     -   241,002.654   600,867.304   MT  0.99993751   +0 00 25.8
 NS0254;UTM  12      - 4,726,653.485   685,243.016   MT  1.00002219   +1 31 57.4
 NS0254
 NS0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0254!SPC WYWC     -   0.99960674  x   0.99993751  =   0.99954427
 NS0254!UTM  12      -   0.99960674  x   1.00002219  =   0.99962892
 NS0254
 NS0254:                Primary Azimuth Mark                     Grid Az
 NS0254:SPC WYWC     -  LANDER                                   001 21 37.2
 NS0254:UTM  12      -  LANDER                                   359 50 05.6
 NS0254
 NS0254|---------------------------------------------------------------------|
 NS0254| PID    Reference Object                     Distance      Geod. Az  |
 NS0254|                                                           dddmmss.s |
 NS0254| NS0238 LANDER                              APPROX. 9.8 KM 0012203.0 |
 NS0254|---------------------------------------------------------------------|
 NS0254
 NS0254                          SUPERSEDED SURVEY CONTROL
 NS0254
 NS0254  NAD 83(1986)-  42 40 12.18094(N)    108 44 21.91183(W) AD(       ) 3
 NS0254  NAD 27      -  42 40 12.33356(N)    108 44 19.49629(W) AD(       ) 3
 NS0254  NGVD 29 (07/19/86) 2518.6    (m)         8263.     (f) VERT ANG       
 NS0254
 NS0254.Superseded values are not recommended for survey control.
 NS0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0254.See file dsdata.txt to determine how the superseded data were derived.
 NS0254
 NS0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8524326653(NAD 83)
 NS0254_MARKER: DD = SURVEY DISK
 NS0254_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0254_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0254
 NS0254  HISTORY     - Date     Condition        Report By
 NS0254  HISTORY     - 1951     MONUMENTED       USGS
 NS0254
 NS0254                          STATION DESCRIPTION
 NS0254
 NS0254'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0254'STATION IS LOCATED ABOUT 9.5 -AIR- MI. S. OF LANDER, WYOMING.
 NS0254'STATION IS ON TOP OF HILL WITH SMALL PINE TREES AROUND SUMMIT AND
 NS0254'ABOUT 235 FT. E. OF OLD FOREST SERVICE FENCE.
 NS0254'
 NS0254'TO REACH STATION FROM THE POST OFFICE IN LANDER, WYOMING, GO S. ON
 NS0254'HIGHWAY 287 FOR 7.5 MI. TO JUNCTION WITH HIGHWAY 28. TURN ONTO HIGHWAY
 NS0254'28 AND PROCEED FOR 0.1 MI. TO SIDE RD. AND TURN RIGHT.  TAKE MAIN RD.
 NS0254'FOR 4.2 MI. TO ANOTHER SIDE RD. AND TURN LEFT.  PROCEED FOR 0.05 MI.TO
 NS0254'ANOTHER SIDE RD.LEFT.  TURN LEFT FOR 0.25 MI. TO ANOTHER SIDE RD.
 NS0254'TURN LEFT ON SIDE RD. AND GO THRU FENCE -SEE NEXT FARMHOUSE ALONG RD.
 NS0254'FOR KEY IF LOCKED- FOR 0.3 MI. TO Y-INTERSECTION.  TAKE RIGHT RD. FOR
 NS0254'3.1 MI. TO ANOTHER INTERSECTION.  STAY RIGHT FOR 0.2 MI. TO A GATE IN
 NS0254'OLD FOREST SERVICE FENCE.  GO UPHILL TO LEFT ALONG FENCE FOR ABOUT 1/2
 NS0254'MI. TO RED FLAG ON FENCE THEN TURN LEFT NORMAL TO FENCE AND PROCEED TO
 NS0254'TOP OF HILL FOR 235 FT. AND STATION.
 NS0254'
 NS0254'STATION MARK - STANDARD BRONZE TABLET SET IN 3 IN. IRON PIPE IN GROUND
 NS0254'AND EXTENDING 2 FT. ABOVE GROUND.  STAMPED ---WR QUAKER 1951---.
 NS0254'
 NS0254'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0480 ***********************************************************************
 MQ0480  DESIGNATION -  QUAKING ASP
 MQ0480  PID         -  MQ0480
 MQ0480  STATE/COUNTY-  WY/SWEETWATER
 MQ0480  USGS QUAD   -  LION BLUFFS (1976)
 MQ0480
 MQ0480                         *CURRENT SURVEY CONTROL
 MQ0480  ___________________________________________________________________
 MQ0480* NAD 83(1993)-  41 26 06.27411(N)    109 07 02.70367(W)     ADJUSTED  
 MQ0480* NAVD 88     -      2640.1    (meters)    8662.     (feet)  VERTCON   
 MQ0480  ___________________________________________________________________
 MQ0480  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 MQ0480  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 MQ0480
 MQ0480  HORZ ORDER  -  FIRST
 MQ0480
 MQ0480.The horizontal coordinates were established by classical geodetic methods
 MQ0480.and adjusted by the National Geodetic Survey in January 1997..
 MQ0480
 MQ0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0480
 MQ0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0480
 MQ0480.The geoid height was determined by GEOID03.
 MQ0480
 MQ0480;                    North         East     Units Scale Factor Converg.
 MQ0480;SPC WYWC     -   103,901.942   569,293.304   MT  0.99994910   -0 14 35.3
 MQ0480;UTM  12      - 4,588,766.811   657,285.930   MT  0.99990446   +1 14 45.9
 MQ0480
 MQ0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0480!SPC WYWC     -   0.99958826  x   0.99994910  =   0.99953738
 MQ0480!UTM  12      -   0.99958826  x   0.99990446  =   0.99949276
 MQ0480
 MQ0480:                Primary Azimuth Mark                     Grid Az
 MQ0480:SPC WYWC     -  SALT LAKE OMAHA SITE 17 BCN              029 23 48.8
 MQ0480:UTM  12      -  SALT LAKE OMAHA SITE 17 BCN              027 54 27.6
 MQ0480
 MQ0480|---------------------------------------------------------------------|
 MQ0480| PID    Reference Object                     Distance      Geod. Az  |
 MQ0480|                                                           dddmmss.s |
 MQ0480| MQ0449 SALT LAKE OMAHA SITE 17 BCN         APPROX.30.1 KM 0290913.5 |
 MQ0480| CP4637 CAIRN ON E END OF ASPEN MTN                        0435426.2 |
 MQ0480| MQ0447 SALT LAKE OMAHA SITE 20 BCN         APPROX.52.4 KM 0614305.7 |
 MQ0480| CP6457 QUAKING ASP RM 6                     10.013 METERS 06719     |
 MQ0480| MQ0437 SALT LAKE OMAHA SITE 21 BCN         APPROX.71.6 KM 0692408.7 |
 MQ0480| CP6455 QUAKING ASP RM 4                     27.364 METERS 10310     |
 MQ0480| CP6452 QUAKING ASP RM 1                     25.200 METERS 12303     |
 MQ0480| CP6454 QUAKING ASP RM 3                     31.300 METERS 18218     |
 MQ0480| MQ0479 ROCK SPRINGS RADAR DOME              31.306 METERS 18218     |
 MQ0480| CP6453 QUAKING ASP RM 2                     15.820 METERS 21236     |
 MQ0480| CP6451 QUAKING ASP AZ MK                                  2233630.2 |
 MQ0480| MQ0469 SALT LAKE OMAHA SITE 15 BCN         APPROX.23.3 KM 3131046.5 |
 MQ0480| MQ0468 SWEETWATER COUNTY TV CORP MAST      APPROX.23.3 KM 3131106.1 |
 MQ0480| MQ0457 ROCK SPRINGS E EDGER ST SPIPE       APPROX.17.8 KM 3332511.6 |
 MQ0480| MQ0463 ROCK SPRINGS MUN AIRPORT BCN        APPROX.25.0 KM 3355048.5 |
 MQ0480| CP6456 QUAKING ASP RM 5                      9.488 METERS 34613     |
 MQ0480| MQ0462 SALT LAKE OMAHA SITE 16 BCN         APPROX.23.0 KM 3500045.7 |
 MQ0480| MQ0455 BOARS TUSK                          APPROX.59.0 KM 3532812.2 |
 MQ0480|---------------------------------------------------------------------|
 MQ0480
 MQ0480                          SUPERSEDED SURVEY CONTROL
 MQ0480
 MQ0480  NAD 83(1986)-  41 26 06.26666(N)    109 07 02.69559(W) AD(       ) 1
 MQ0480  NAD 27      -  41 26 06.39190(N)    109 07 00.24990(W) AD(       ) 1
 MQ0480  NGVD 29 (10/23/89) 2638.7    (m)         8657.     (f) VERT ANG       
 MQ0480
 MQ0480.Superseded values are not recommended for survey control.
 MQ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0480.See file dsdata.txt to determine how the superseded data were derived.
 MQ0480
 MQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5728688767(NAD 83)
 MQ0480_MARKER: DD = SURVEY DISK
 MQ0480_SETTING: 80 = SET IN A BOULDER
 MQ0480_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MQ0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0480
 MQ0480  HISTORY     - Date     Condition        Report By
 MQ0480  HISTORY     - 1908     MONUMENTED       USGS
 MQ0480  HISTORY     - 1931     GOOD             USGS
 MQ0480  HISTORY     - 1958     GOOD             CGS
 MQ0480  HISTORY     - 1962     GOOD             CGS
 MQ0480  HISTORY     - 1962     GOOD             CGS
 MQ0480  HISTORY     - 1968     GOOD             USGS
 MQ0480  HISTORY     - 1974     GOOD             NGS
 MQ0480
 MQ0480                          STATION DESCRIPTION
 MQ0480
 MQ0480'DESCRIBED BY US GEOLOGICAL SURVEY 1931 (CIA)
 MQ0480'ABOUT 12 MILES (AIR LINE) SOUTHEAST BY SOUTH FROM ROCK SPRINGS,
 MQ0480'ON SUMMIT OF QUAKING ASP MOUNTAIN, ON SHARPEST POINT AND THIRD
 MQ0480'OF ABOUT SAME ELEVATION COUNTING FROM WEST END OF HIGHEST
 MQ0480'PART OF MOUNTAIN.  TO REACH FROM ROCK SPRINGS TURN LEFT (EAST)
 MQ0480'ONTO PINE STREET FROM C STREET (5-1/2 BLOCKS SOUTH OF RAILROAD
 MQ0480'CROSSING), GO 1 BLOCK, TURN RIGHT, GO 1 BLOCK, TURN LEFT,
 MQ0480'FOLLOW MAIN ROAD OUT OF TOWN 0.3 MILE BEYOND MINE TRESTLE
 MQ0480'OVER ROAD TO FORK.  KEEP LEFT ON MAIN ROAD 3.1 MILES TO
 MQ0480'RIGHT-ANGLE TURN TO LEFT, KEEP STRAIGHT AHEAD ON DIRT ROAD
 MQ0480'GO 3.0 MILES TO FORK, TAKE RIGHT FORK, GO 3.9 MILES TO FORK,
 MQ0480'TAKE LEFT FORK UP SIDE OF MOUNTAIN, GO 4.9 MILES TO
 MQ0480'MOUNTAIN FUEL SUPPLY CO., SIGN AT FORK ON TOP, TAKE LEFT
 MQ0480'FORK, GO 1.0 MILE TO FORK, TURN LEFT, AND GO TO CAMP OF
 MQ0480'MOUNTAIN FUEL SUPPLY CO., WHICH IS IN PLAIN VIEW TO
 MQ0480'NORTH, PASS THROUGH BUILDINGS TO NORTHWARD, GO ABOUT 0.4
 MQ0480'MILE TO FORK, TAKE LEFT FORK TOWARD OIL DERRICK, GO 0.1
 MQ0480'MILE TO POINT JUST ACROSS DRAW, TURN RIGHT OFF ROAD TO OIL
 MQ0480'DERRICK ONTO DIM ROAD LEADING UP TO TOP OF MOUNTAIN,
 MQ0480'FOLLOW DIM ROAD TO TOP AND BEAR RIGHT TO HIGH POINT AND
 MQ0480'STATION.  MARKED BY STANDARD U.S. GEOLOGICAL SURVEY STATION
 MQ0480'DISK IN SMALL PARTIALLY BURIED BOULDER.  REFERENCE MARKS ARE
 MQ0480'STANDARD REFERENCE DISKS IN CONCRETE,
 MQ0480'PROJECTING ABOUT 8 INCHES ABOVE GROUND.  NO. 1 IS 25.20 METERS (82.7
 MQ0480'FEET FROM STATION S 56 DEG 57 MIN E.  NO. 2 IS 15.82 METERS
 MQ0480'(51.9 FEET) FROM STATION S 32 DEG 36 MIN W.  FOLLOWING
 MQ0480'BEARINGS ARE FROM STATION--ROCK SPRINGS, WATER TANK,
 MQ0480'N 26 DEG 35 MIN W--BOARS TUSK, N 06 DEG 32 MIN W.  CAIRN ON
 MQ0480'ASPEN MOUNTAIN, N 43 DEG 06 MIN E.
 MQ0480
 MQ0480                          STATION RECOVERY (1958)
 MQ0480
 MQ0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 MQ0480'THE STATION, AND BOTH REFERENCE MARKS WERE RECOVERED IN
 MQ0480'GOOD CONDITION AS DESCRIBED.
 MQ0480'
 MQ0480'THE STATION IS ABOUT 12 MILES AIRLINE SOUTHEAST OF ROCK SPRINGS,
 MQ0480'ON THE SUMMIT OF QUAKING ASP MOUNTAIN ON THE THIRD AND SHARPEST
 MQ0480'POINT EAST OF THE WEST END OF THE MOUNTAIN.  THERE ARE TELEVISION
 MQ0480'OR RADIO MASTS ON THE PEAKS TO THE WEST.
 MQ0480'
 MQ0480'TO REACH THE STATION FROM THE SOUTH END OF THE RAILROAD
 MQ0480'OVERPASS AT THE REAR OF THE POST OFFICE AT ROCK SPRINGS, GO
 MQ0480'SOUTH ALONG STATE HIGHWAY 430 FOR 4.1 MI. TO A GRADED GRAVEL
 MQ0480'ROAD SOUTHWEST.  BEAR RIGHT ON GRAVELLED ROAD FOR 6.5 MILES
 MQ0480'TO A GRADED ROAD RIGHT (SOUTHWEST).  TAKE THE LEFT ROAD
 MQ0480'(CONTINUING SOUTH) FOR 4.8 MILES TO A FORK.  TAKE LEFT FORK
 MQ0480'(EAST) FOR 0.1 MILE TO ANOTHER FORK.  TAKE LEFT FORK (NORTH)
 MQ0480'FOR 0.3 MILES TO A FORK.  TAKE RIGHT FORK FOR 0.1 MILE TO
 MQ0480'ANOTHER FORK.  HERE TAKE RIGHT FORK (NORTH) FOR 0.6 MILES TO TOP
 MQ0480'OF HILL AND A T INTERSECTION.  TURN RIGHT (EAST) FOR 0.5
 MQ0480'MILES TO TOP OF HILL AND STATION.
 MQ0480
 MQ0480                          STATION RECOVERY (1962)
 MQ0480
 MQ0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 MQ0480'STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS NO. 1
 MQ0480'AND 2 WERE DESTROYED.
 MQ0480'
 MQ0480'REFERENCE MARK NO. 3 IS LOCATED EXACTLY ON THE CENTERLINE OF
 MQ0480'A 25-FOOT RADAR TOWER.
 MQ0480'
 MQ0480'REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED BY THE FEDERAL
 MQ0480'AVIATION AGENCY.
 MQ0480
 MQ0480                          STATION RECOVERY (1962)
 MQ0480
 MQ0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0480'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 MQ0480'REFERENCE MARKS 1 AND 2 WERE DESTROYED BY THE CONSTRUCTION
 MQ0480'OF A RADAR INSTALLATION.  IN 1961 REFERENCE MARKS 3 AND 4
 MQ0480'WERE ESTABLISHED.  REFERENCE MARKS 5 AND 6 AND AN AZIMUTH
 MQ0480'MARK WERE ESTABLISHED AT THIS TIME.  THE NECESSARY INFORMATION
 MQ0480'FOR THIS STATION IS NOT AVAILABLE.  A COMPLETE DESCRIPTION
 MQ0480'FOLLOWS--
 MQ0480'
 MQ0480'THE STATION IS LOCATED ON THE SUMMIT OF QUAKING ASP MOUNTAIN,
 MQ0480'JUST NORTH OF THE ROCK SPRINGS RADAR DOME, 19-1/2 MILES SOUTHEAST
 MQ0480'OF GREEN RIVER, 12 MILES SOUTH SOUTHEAST OF ROCK SPRINGS AND
 MQ0480'6-1/2 MILES SOUTHWEST OF STATE HIGHWAY 430.
 MQ0480'
 MQ0480'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 30 AND 187 AND STATE
 MQ0480'HIGHWAY 430 IN ROCK SPRINGS GO SOUTHEASTERLY ON STATE HIGHWAY
 MQ0480'430 FOR 4.4 MILES TO A HAY BARN ON THE LEFT AND A SIDE ROAD
 MQ0480'LEADING TO IT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.1 MILE TO A
 MQ0480'PAVED SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW PAVED ROAD
 MQ0480'SOUTHERLY FOR 0.2 MILE TO THE END OF THE PAVEMENT, CONTINUE
 MQ0480'AHEAD SOUTHERLY ON A GOOD DIRT ROAD FOR 1.6 MILES TO A BRIDGE.
 MQ0480'CONTINUE AHEAD SOUTHERLY MAIN ROAD FOR 4.8 MILES TO A SIDE
 MQ0480'ROAD LEFT FOLLOWING A TELEPHONE LINE UP THE SIDE OF THE
 MQ0480'MOUNTAIN.  CONTINUE AHEAD ON THE MAIN ROAD FOR 0.6 MILE TO A
 MQ0480'THREE WAY FORK.  TAKE THE MIDDLE ONE OF THE THREE EASTERLY
 MQ0480'ALONG THE TOP OF THE RIDGE FOR 3.4 MILES TO A FORK.  TAKE
 MQ0480'THE LEFT FORK GRADED ROAD UP THE RIDGE AND ALONG THE TOP OF
 MQ0480'THE MOUNTAIN FOR 1.15 MILES TO THE AZIMUTH MARK ON THE
 MQ0480'LEFT BY A WHITE BUILDING.  CONTINUE FOR 0.9 MILE TO THE
 MQ0480'RADER DOME AND THE STATION.
 MQ0480'
 MQ0480'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 MQ0480'UNSTAMPED, CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH THE
 MQ0480'SURFACE OF THE GROUND.  IT IS 68 FEET NORTH OF A FENCE, 102.69
 MQ0480'FEET NORTH OF THE CENTER OF THE RADER DOME AND ON THE HIGHEST
 MQ0480'POINT.
 MQ0480'
 MQ0480'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED QUAKING ASP USGS NO
 MQ0480'3 1931 1961, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 MQ0480'CENTERED UNDER THE RADAR DOME.  IT IS 15.9 FEET LOWER THAN THE
 MQ0480'STATION MARK.
 MQ0480'
 MQ0480'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED QUAKING ASP USGS
 MQ0480'NO 4 1931 1961, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 MQ0480'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 7.3 FEET LOWER
 MQ0480'THAN THE STATION MARK.
 MQ0480'
 MQ0480'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED QUAKING ASP USGS
 MQ0480'NO 5 1931, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MQ0480'PROJECTING 6 INCHES.  IT IS 3 FEET LOWER THAN THE STATION MARK.
 MQ0480'
 MQ0480'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED QUAKING ASP USGS
 MQ0480'NO 6 1931, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 MQ0480'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 3 FEET LOWER THAN
 MQ0480'THE STATION MARK.
 MQ0480'
 MQ0480'THE ROCK SPRINGS RADAR DOME IS A 4 LEGGED STRUCTURE, PAINTED
 MQ0480'ALUMINUM, WITH A RADAR DOME ON TOP.  IT IS 40 FEET HIGH.
 MQ0480'REFERENCE MARK 3 IS CENTERED UNDER THE RADAR DOME.
 MQ0480'
 MQ0480'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED QUAKING ASP USGS
 MQ0480'1931 1962, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 MQ0480'PROJECTS 2 FEET.  IT IS 1.6 FEET NORTH OF A WITNESS POST, ABOUT
 MQ0480'300 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD AND ABOUT
 MQ0480'450 NORTH OF A SMALL WHITE BUILDING.
 MQ0480
 MQ0480                          STATION RECOVERY (1968)
 MQ0480
 MQ0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MQ0480'RECOVERED.
 MQ0480'
 MQ0480'STATION MARK--STANDARD USGS TABLET, SET IN SMALL RED BOULDER
 MQ0480'PROJECTING 0.2 FT., STAMPED ---QUAKING ASP 1908 8657---.  STAMPING
 MQ0480'ADDED IN 1968.
 MQ0480
 MQ0480                          STATION RECOVERY (1974)
 MQ0480
 MQ0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MQ0480'THE STATION MARK, REFERENCE MARKS 3, 4, 5, 6 AND THE AZIMUTH
 MQ0480'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER
 MQ0480'A SHORTER DISTANCE OF .015 METER TO REFERENCE MARK 6 AND
 MQ0480'GREATER DISTANCE OF 0.011 METER TO REFERENCE MARK 3, A
 MQ0480'GREATER DISTANCE OF 0.110 METER TO REFERENCE MARK 4 WAS NOTED
 MQ0480'AND VERIFIED.  A NEW DESCRIPTION FOLLOWS.
 MQ0480'
 MQ0480'THE STATION IS LOCATED ABOUT 20 MILES EAST-SOUTHEAST OF GREEN
 MQ0480'RIVER, 15 MILES SOUTH-SOUTHEAST OF ROCK SPRINGS, 6 MILES
 MQ0480'SOUTHWEST OF STATE HIGHWAY 430, ON TOP OF QUAKING ASP MOUNTAIN,
 MQ0480'JUST NORTH OF THE ROCK SPRINGS RADAR DOME, NEAR THE NE 1/4
 MQ0480'SECTION 22, T 17 N, R 104 W, AND ON PROPERTY OWNED BY THE U.S.
 MQ0480'GOVERMENT.
 MQ0480'
 MQ0480'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 MQ0480'80 BUSINESS LOOP, U.S. HIGHWAYS 30, 187 AND STATE HIGHWAY 430
 MQ0480'IN ROCK SPRINGS GO SOUTH ON STATE HIGHWAY 430, WINDING THROUGH
 MQ0480'TOWN FOR 4.5 MILES TO A SIDE ROAD RIGHT AND SIGN (THREE PATCHES
 MQ0480'RECREATION SITE 13 MI.).  TURN RIGHT AND GO SOUTHWESTERLY ON
 MQ0480'GRAVELED ROAD FOR 7.35 MILES TO A 3-WAY FORK.  TAKE THE MIDDLE
 MQ0480'FORK AND GO SOUTHEASTERLY FOR 4.5 MILES TO A FORK.  KEEP
 MQ0480'LEFT FORK AND GO EASTERLY UPHILL FOR 1.4 MILES TO THE AZIMUTH
 MQ0480'MARK ON THE LEFT (ABOUT 100 YARDS TO THE NORTH).  CONTINUE
 MQ0480'EAST ON THE GRAVELED ROAD FOR 0.95 MILE TO THE RADAR DOME
 MQ0480'AND STATION ON TOP OF MOUNTAIN.
 MQ0480'
 MQ0480'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 MQ0480'STAMPED QUAKING ASP 8657 FEET 1908, CEMENTED IN A DRILL HOLE,
 MQ0480'IN A 1 X 1 FOOT BOULDER THAT IS FLUSH WITH THE GROUND.  IT
 MQ0480'IS 176 FEET NORTHWEST OF THE NORTHEAST FENCE CORNER, 133
 MQ0480'FEET NORTHEAST OF THE NORTHWEST FENCE CORNER AND 69.5 FEET
 MQ0480'NORTH OF THE FENCE.
 MQ0480'
 MQ0480'REFERENCE MARK 3 IS A STANDARD DISK STAMPED QUAKING ASP USGS
 MQ0480'1931 1961, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 MQ0480'THAT IS FLUSH WITH THE GROUND.  IT IS LOCATED UNDER THE CENTER OF
 MQ0480'THE ROCK SPRINGS RADAR DOME.
 MQ0480'
 MQ0480'REFERENCE MARK 4 IS A STANDARD DISK STAMPED QUAKING ASP USGS
 MQ0480'NO 4 1931 1961, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 MQ0480'THAT IS FLUSH WITH THE GROUND.  IT IS 89 FEET NORTHWEST OF
 MQ0480'THE NORTHEAST CORNER OF THE FENCE AND 47 FEET NORTH OF THE
 MQ0480'FENCE.
 MQ0480'
 MQ0480'REFERENCE MARK 5 IS A STANDARD DISK STAMPED QUAKING ASP USGS
 MQ0480'NO 5 1931 1961, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 MQ0480'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 144
 MQ0480'FEET NORTHWEST OF THE NORTHEAST FENCE CORNER.
 MQ0480'
 MQ0480'REFERENCE MARK 6 IS A STANDARD DISK STAMPED QUAKING ASP USGS
 MQ0480'NO 6 1931 1961, SET IN THE TOP OF 12-INCH SQUARE CONCRETE
 MQ0480'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 165
 MQ0480'FEET NORTHEAST OF THE NORTHWEST FENCE CORNER.
 MQ0480'
 MQ0480'THE AZIMUTH MARK IS A STANDARD DISK STAMPED QUAKING ASP USGS
 MQ0480'1931 1961, CEMENTED IN A DRILL HOLE, IN A 3 X 5 FOOT BOULDER
 MQ0480'THAT PROJECTS 2 FEET ABOVE THE GROUND.  IT IS ABOUT 100 YARDS
 MQ0480'NORTH OF THE GRAVELED ROAD AND 1.5 FEET NORTHEAST OF A
 MQ0480'METAL WITNESS POST.
 MQ0480'
 MQ0480'THE ROCK SPRINGS RADAR DOME IS A 4 LEGGED STRUCTION, 40 FEET
 MQ0480'HIGH, PAINTED ALUMINUM, WITH A RADAR DOME ON TOP.  REFERENCE
 MQ0480'MARK 3 IS LOCATED UNDER THE CENTER OF THE RADAR DOME.
 MQ0480'
 MQ0480'HEIGHT OF LIGHT ABOVE STATION MARK 6.04 FEET.
 MQ0480'
 MQ0480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 MQ0480'SOUTH-SOUTHEAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0615 ***********************************************************************
 MP0615  DESIGNATION -  QUARRY
 MP0615  PID         -  MP0615
 MP0615  STATE/COUNTY-  WY/CARBON
 MP0615  USGS QUAD   -  RAWLINS (1981)
 MP0615
 MP0615                         *CURRENT SURVEY CONTROL
 MP0615  ___________________________________________________________________
 MP0615* NAD 83(1993)-  41 45 10.61872(N)    107 14 29.94458(W)     ADJUSTED  
 MP0615* NAVD 88     -      2115.0    (meters)    6939.     (feet)  VERTCON   
 MP0615  ___________________________________________________________________
 MP0615  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 MP0615  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 MP0615
 MP0615  HORZ ORDER  -  THIRD
 MP0615
 MP0615.The horizontal coordinates were established by classical geodetic methods
 MP0615.and adjusted by the National Geodetic Survey in January 1997..
 MP0615
 MP0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0615
 MP0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0615
 MP0615.The geoid height was determined by GEOID03.
 MP0615
 MP0615;                    North         East     Units Scale Factor Converg.
 MP0615;SPC WYEC     -   239,143.392   407,624.762   MT  0.99993822   +0 03 39.8
 MP0615;UTM  13      - 4,624,775.562   313,629.956   MT  1.00002744   -1 29 35.5
 MP0615
 MP0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0615!SPC WYEC     -   0.99967050  x   0.99993822  =   0.99960874
 MP0615!UTM  13      -   0.99967050  x   1.00002744  =   0.99969793
 MP0615
 MP0615:                Primary Azimuth Mark                     Grid Az
 MP0615:SPC WYEC     -  RAWLINS                                  004 43 11.5
 MP0615:UTM  13      -  RAWLINS                                  006 16 26.8
 MP0615
 MP0615|---------------------------------------------------------------------|
 MP0615| PID    Reference Object                     Distance      Geod. Az  |
 MP0615|                                                           dddmmss.s |
 MP0615| MP0613 RAWLINS                             APPROX. 2.0 KM 0044651.3 |
 MP0615|---------------------------------------------------------------------|
 MP0615
 MP0615                          SUPERSEDED SURVEY CONTROL
 MP0615
 MP0615  NAD 83(1986)-  41 45 10.60657(N)    107 14 29.93553(W) AD(       ) 3
 MP0615  NAD 27      -  41 45 10.75718(N)    107 14 27.75286(W) AD(       ) 3
 MP0615  NGVD 29 (07/19/86) 2113.8    (m)         6935.     (f) VERT ANG       
 MP0615
 MP0615.Superseded values are not recommended for survey control.
 MP0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0615.See file dsdata.txt to determine how the superseded data were derived.
 MP0615
 MP0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1363024776(NAD 83)
 MP0615_MARKER: DD = SURVEY DISK
 MP0615_SETTING: 66 = SET IN ROCK OUTCROP
 MP0615_SP_SET: SET IN ROCK OUTCROP
 MP0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0615+STABILITY: POSITION/ELEVATION WELL
 MP0615
 MP0615  HISTORY     - Date     Condition        Report By
 MP0615  HISTORY     - 1951     MONUMENTED       USGS
 MP0615
 MP0615                          STATION DESCRIPTION
 MP0615
 MP0615'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0615'STATION LOCATED ABOUT 2.5 MI. S. OF RAWLINS WYOMING, ON A LARGE
 MP0615'SANDSTONE BOULDER WHICH IS IN A SMALL ABANDONED QUARRY.
 MP0615'
 MP0615'TO REACH STATION FROM P.O.IN RAWLINS PROCEED E. ON CEDAR 7 BLKS. TO
 MP0615'COLORADO ST., THENCE RIGHT 0.9 MI. TO FORK, THENCE LEFT 0.8 MI. TO
 MP0615'FORK, THENCE RIGHT 0.1 MI. TO FORK, THENCE RIGHT 0.1 MI. TO FORK,
 MP0615'THENCE RIGHT 1.0 MI. TO FORK, THENCE RIGHT 0.2 MI. TO FORK, THENCE
 MP0615'RIGHT 0.3 MI. TO SHARP LEFT TURN AND DIM RD. OFF TO RIGHT, THENCE
 MP0615'RIGHT ON DIM RD. ABOUT 0.1 MI. TO DRAIN, THENCE W. ALONG ROCK OUTCROP
 MP0615'ABOUT 300 FT. TO LARGE BOULDER AND STATION.
 MP0615'
 MP0615'STATION MARK - STANDARD TABLET SET IN ROCK AND STAMPED ---LFR-QUARRY
 MP0615'1951 6939.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0804 ***********************************************************************
 MR0804  DESIGNATION -  QUARRY
 MR0804  PID         -  MR0804
 MR0804  STATE/COUNTY-  WY/UINTA
 MR0804  USGS QUAD   -  LEROY (1978)
 MR0804
 MR0804                         *CURRENT SURVEY CONTROL
 MR0804  ___________________________________________________________________
 MR0804* NAD 83(1993)-  41 18 32.85217(N)    110 31 04.48229(W)     ADJUSTED  
 MR0804* NAVD 88     -      2230.9    (meters)    7319.     (feet)  VERTCON   
 MR0804  ___________________________________________________________________
 MR0804  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 MR0804  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 MR0804
 MR0804  HORZ ORDER  -  SECOND
 MR0804
 MR0804.The horizontal coordinates were established by classical geodetic methods
 MR0804.and adjusted by the National Geodetic Survey in January 1997..
 MR0804
 MR0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0804
 MR0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0804
 MR0804.The geoid height was determined by GEOID03.
 MR0804
 MR0804;                    North         East     Units Scale Factor Converg.
 MR0804;SPC WY W     -   189,940.555   763,610.255   MT  0.99995379   -0 17 12.8
 MR0804;UTM  12      - 4,573,185.931   540,354.403   MT  0.99962004   +0 19 05.7
 MR0804
 MR0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0804!SPC WY W     -   0.99965244  x   0.99995379  =   0.99960625
 MR0804!UTM  12      -   0.99965244  x   0.99962004  =   0.99927262
 MR0804
 MR0804|---------------------------------------------------------------------|
 MR0804| PID    Reference Object                     Distance      Geod. Az  |
 MR0804|                                                           dddmmss.s |
 MR0804| CP6459 QUARRY RM 1                          14.634 METERS 06016     |
 MR0804| CP6458 QUARRY AZ MK                                       0674713.1 |
 MR0804| MR0803 HIGHWAY 30 S STA 5447+00              8.770 METERS 25727     |
 MR0804| CP6460 QUARRY RM 2                          11.393 METERS 33329     |
 MR0804|---------------------------------------------------------------------|
 MR0804
 MR0804                          SUPERSEDED SURVEY CONTROL
 MR0804
 MR0804  NAD 83(1986)-  41 18 32.83903(N)    110 31 04.47329(W) AD(       ) 2
 MR0804  NAD 27      -  41 18 33.02160(N)    110 31 01.88570(W) AD(       ) 2
 MR0804  NGVD 29 (07/19/86) 2229.5    (m)         7315.     (f) VERT ANG       
 MR0804
 MR0804.Superseded values are not recommended for survey control.
 MR0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0804.See file dsdata.txt to determine how the superseded data were derived.
 MR0804
 MR0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4035473186(NAD 83)
 MR0804_MARKER: DS = TRIANGULATION STATION DISK
 MR0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0804
 MR0804  HISTORY     - Date     Condition        Report By
 MR0804  HISTORY     - 1962     MONUMENTED       CGS
 MR0804
 MR0804                          STATION DESCRIPTION
 MR0804
 MR0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0804'THE STATION IS LOCATED ABOUT 25 MILES EAST-NORTHEAST OF EVANSTON,
 MR0804'10 MILES SOUTHWEST OF CARTER, 8 MILES WEST OF FORT BRIDGER AND
 MR0804'ALONG THE SOUTH SIDE OF U.S. HIGHWAY 30S.
 MR0804'
 MR0804'TO REACH THE STATION FROM THE RAILROAD OVERPASS IN THE EAST EDGE
 MR0804'OF THE BUSINESS DISTRICT OF EVANSTON, GO EASTERLY ON U.S.
 MR0804'HIGHWAY 30S FOR 13 MILES TO THE JUNCTION OF U.S. HIGHWAY 30S
 MR0804'AND U.S. HIGHWAY 189.  CONTINUE EASTERLY ON HIGHWAY 30S FOR
 MR0804'10.0 MILES TO THE FRENCH EXIT.  CONTINUE EASTERLY ON THE
 MR0804'HIGHWAY FOR 1.3 MILES TO THE STATION ON THE RIGHT.  TO REACH
 MR0804'THE AZIMUTH MARK, CONTINUE EASTERLY ON THE HIGHWAY FOR 0.45
 MR0804'MILES TO THE BIGELOW EXIT.  TURN RIGHT ON THE EXIT FOR ABOUT
 MR0804'150 YARDS, THEN TURN RIGHT ON A GRAVEL ROAD AND GO SOUTH FOR
 MR0804'ABOUT 100 FEET TO THE AZIMUTH MARK ON THE RIGHT.
 MR0804'
 MR0804'THE STATION IS A STANDARD DISK, STAMPED QUARRY 1962, SET IN
 MR0804'THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST WHICH PROJECTS
 MR0804'3 INCHES.  IT IS 121 FEET SOUTHEAST OF THE CENTRLINE OF THE
 MR0804'EASTBOUND LANE OF U.S. HIGHWAY 30S, 6.5 FEET SOUTHEAST OF A
 MR0804'WIRE FENCE AND 4.5 FEET SOUTH OF A METAL WITNESS POST.
 MR0804'
 MR0804'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED QUARRY NO 1 1962,
 MR0804'SET IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST WHICH
 MR0804'PROJECTS 3 INCHES.  IT IS 115 FEET SOUTHEAST OF THE HIGHWAY
 MR0804'LANE AND 1 FOOT SOUTHEAST OF THE FENCE.
 MR0804'
 MR0804'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED QUARRY NO 2 1962,
 MR0804'SET IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST WHICH
 MR0804'PROJECTS 6 INCHES.  IT IS 84 FEET SOUTHEAST OF THE HIGHWAY
 MR0804'LANE AND 31 FEET NORTHWEST OF THE FENCE.
 MR0804'
 MR0804'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED QUARRY 1962, SET
 MR0804'IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST WHICH
 MR0804'PROJECTS 6 INCHES.  IT IS 135 FEET SOUTH OF THE CENTER OF
 MR0804'A Y-JUNCTION FORMED BY THE BIGELOW EXIT ROAD AND A GRAVEL
 MR0804'ROAD LEADING SOUTH, 88 FEET SOUTH OF A FENCE CORNER, 35 FEET
 MR0804'WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 2.8 FEET NORTH
 MR0804'OF A METAL WITNESS POST AND 1.6 FEET EAST OF A WIRE FENCE.
 MR0804'
 MR0804'ST. 5447+00 (WHSD) IS A WYOMING STATE HIGHWAY DEPARTMENT R.O.W.
 MR0804'MARK SET IN THE TOP OF A 6 IN X 6 IN SQUARE CONCRETE POST WHICH
 MR0804'PROJECTS 8 INCHES.  IT IS 1 FOOT SOUTHEAST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1254 ***********************************************************************
 MO1254  DESIGNATION -  QUARTZITE 2
 MO1254  PID         -  MO1254
 MO1254  STATE/COUNTY-  WY/ALBANY
 MO1254  USGS QUAD   -  KING MOUNTAIN (1987)
 MO1254
 MO1254                         *CURRENT SURVEY CONTROL
 MO1254  ___________________________________________________________________
 MO1254* NAD 83(1993)-  41 25 31.97475(N)    105 27 36.63733(W)     ADJUSTED  
 MO1254* NAVD 88     -      2646.2    (meters)    8682.     (feet)  VERTCON   
 MO1254  ___________________________________________________________________
 MO1254  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 MO1254  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 MO1254
 MO1254  HORZ ORDER  -  THIRD
 MO1254
 MO1254.The horizontal coordinates were established by classical geodetic methods
 MO1254.and adjusted by the National Geodetic Survey in January 1997..
 MO1254
 MO1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1254
 MO1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1254
 MO1254.The geoid height was determined by GEOID03.
 MO1254
 MO1254;                    North         East     Units Scale Factor Converg.
 MO1254;SPC WY E     -   102,820.273   175,466.481   MT  0.99994490   -0 11 39.1
 MO1254;UTM  13      - 4,586,100.906   461,548.342   MT  0.99961820   -0 18 16.1
 MO1254
 MO1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1254!SPC WY E     -   0.99958694  x   0.99994490  =   0.99953186
 MO1254!UTM  13      -   0.99958694  x   0.99961820  =   0.99920530
 MO1254
 MO1254:                Primary Azimuth Mark                     Grid Az
 MO1254:SPC WY E     -  KING                                     343 23 21.6
 MO1254:UTM  13      -  KING                                     343 29 58.6
 MO1254
 MO1254|---------------------------------------------------------------------|
 MO1254| PID    Reference Object                     Distance      Geod. Az  |
 MO1254|                                                           dddmmss.s |
 MO1254| MO1252 KING                                APPROX. 4.4 KM 3431142.5 |
 MO1254|---------------------------------------------------------------------|
 MO1254
 MO1254                          SUPERSEDED SURVEY CONTROL
 MO1254
 MO1254  NAD 83(1986)-  41 25 31.95971(N)    105 27 36.63510(W) AD(       ) 3
 MO1254  NAD 27      -  41 25 32.04541(N)    105 27 34.69449(W) AD(       ) 3
 MO1254  NGVD 29 (07/19/86) 2645.1    (m)         8678.     (f) VERT ANG       
 MO1254
 MO1254.Superseded values are not recommended for survey control.
 MO1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1254.See file dsdata.txt to determine how the superseded data were derived.
 MO1254
 MO1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6154886101(NAD 83)
 MO1254_MARKER: DD = SURVEY DISK
 MO1254_SETTING: 66 = SET IN ROCK OUTCROP
 MO1254_SP_SET: SET IN ROCK OUTCROP
 MO1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1254+STABILITY: POSITION/ELEVATION WELL
 MO1254
 MO1254  HISTORY     - Date     Condition        Report By
 MO1254  HISTORY     - 1947     MONUMENTED       USGS
 MO1254
 MO1254                          STATION DESCRIPTION
 MO1254
 MO1254'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1254'STATION LOCATED IN THE SW. 1/4 OF SECTION 22, T 17 N, R 71 W, ABOUT
 MO1254'10.5 MI. (AIRLINE) NE. OF LARAMIE, WYOMING.
 MO1254'
 MO1254'TO REACH THE STATION FROM THE JUNCTION OF 3RD AND UNIVERSITY STREETS
 MO1254'IN LARAMIE, PROCEED E. ON UNIVERSITY 0.4 MI. TO 9TH AND UNIVERSITY,
 MO1254'THENCE TURN N. (LEFT) ALONG 9TH STREET ROAD 7.4 MI. TO RD. FORK
 MO1254'LEFT, TURN LEFT AND FOLLOW MAIN TRAVELED RD. TO RIDGE TOP 4.9 MI.
 MO1254'LEAVE RD. AND GO 1.6 MI. ALONG DIM TRAIL AND ACROSS COUNTRY TO ROCKY
 MO1254'TOP AND THE STATION.
 MO1254'
 MO1254'STATION MARK--A USGS TABLET, CEMENTED IN ROCK OUTCROP, FLUSH WITH
 MO1254'GROUND, STAMPED ---QUARTZITE-2 1947---.
 MO1254'
 MO1254'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0378 ***********************************************************************
 NR0378  DESIGNATION -  QUEALEY
 NR0378  PID         -  NR0378
 NR0378  STATE/COUNTY-  WY/CARBON
 NR0378  USGS QUAD   -  THE Q RANCH (1982)
 NR0378
 NR0378                         *CURRENT SURVEY CONTROL
 NR0378  ___________________________________________________________________
 NR0378* NAD 83(1993)-  42 09 18.06508(N)    106 32 31.22847(W)     ADJUSTED  
 NR0378* NAVD 88     -      2791.1    (meters)    9157.     (feet)  VERTCON   
 NR0378  ___________________________________________________________________
 NR0378  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 NR0378  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 NR0378
 NR0378  HORZ ORDER  -  THIRD
 NR0378
 NR0378.The horizontal coordinates were established by classical geodetic methods
 NR0378.and adjusted by the National Geodetic Survey in January 1997..
 NR0378
 NR0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0378
 NR0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0378
 NR0378.The geoid height was determined by GEOID03.
 NR0378
 NR0378;                    North         East     Units Scale Factor Converg.
 NR0378;SPC WYEC     -   284,098.349   465,398.672   MT  0.99999011   +0 31 52.0
 NR0378;UTM  13      - 4,668,138.630   372,603.439   MT  0.99979970   -1 02 06.1
 NR0378
 NR0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0378!SPC WYEC     -   0.99956448  x   0.99999011  =   0.99955459
 NR0378!UTM  13      -   0.99956448  x   0.99979970  =   0.99936426
 NR0378
 NR0378:                Primary Azimuth Mark                     Grid Az
 NR0378:SPC WYEC     -  SHIRLEY                                  316 25 15.8
 NR0378:UTM  13      -  SHIRLEY                                  317 59 13.9
 NR0378
 NR0378|---------------------------------------------------------------------|
 NR0378| PID    Reference Object                     Distance      Geod. Az  |
 NR0378|                                                           dddmmss.s |
 NR0378| NR0375 SHIRLEY                             APPROX. 1.8 KM 3165707.8 |
 NR0378|---------------------------------------------------------------------|
 NR0378
 NR0378                          SUPERSEDED SURVEY CONTROL
 NR0378
 NR0378  NAD 83(1986)-  42 09 18.05182(N)    106 32 31.21747(W) AD(       ) 3
 NR0378  NAD 27      -  42 09 18.18799(N)    106 32 29.11067(W) AD(       ) 3
 NR0378  NGVD 29 (07/19/86) 2789.8    (m)         9153.     (f) VERT ANG       
 NR0378
 NR0378.Superseded values are not recommended for survey control.
 NR0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0378.See file dsdata.txt to determine how the superseded data were derived.
 NR0378
 NR0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG7260368139(NAD 83)
 NR0378_MARKER: DD = SURVEY DISK
 NR0378_SETTING: 66 = SET IN ROCK OUTCROP
 NR0378_SP_SET: SET IN ROCK OUTCROP
 NR0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0378+STABILITY: POSITION/ELEVATION WELL
 NR0378
 NR0378  HISTORY     - Date     Condition        Report By
 NR0378  HISTORY     - 1951     MONUMENTED       USGS
 NR0378
 NR0378                          STATION DESCRIPTION
 NR0378
 NR0378'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0378'STATION IS LOCATED APPROX. 8.0 MI. S. AND 11.0 MI. E. OF LEO, WYOMING,
 NR0378'POST OFFICE ON TIMBERED RIDGE APPROX.1.5 MI. SE. OF SHIRLEY
 NR0378'TRIANGULATION STATION ON ROCK OUTCROP ABOUT 30 FT. HIGH.
 NR0378'
 NR0378'TO REACH FROM LEO, WYOMING POST OFFICE PROCEED S. ON LEO-HANNA RD. FOR
 NR0378'1.1 MI. TO COUNTY RD. LEFT AND EAST.
 NR0378'TURN LEFT AND E. ON COUNTY RD. FOR 10.7 MI. TURN RIGHT UP THE CAVE
 NR0378'CREEK BY CORRALS OF THE CAVE CREEK RANCH. KEEP LEFT HAND AND MAIN RD.
 NR0378'FOR 5.7 MI. TO Y-FORK IN RD.
 NR0378'TAKE RIGHT HAND RD. TO OLD ABANDONED LOG CABIN. 0.2 MI.   CONTINUE
 NR0378'0.1 MI. TO CREEK CROSSING.  TURN LEFT IMMEDIATELY AFTER CROSSING
 NR0378'CREEK FOR 1.8 MI.  TURN SHARP LEFT AT Y-FORK AND USBM 30 P.A. 1951
 NR0378'ELEVATION 8761.9.  PROCEED 1.0 MI. TO SHARP CURVE TO RIGHT.
 NR0378'CONTINUE STRAIGHT ACROSS OPEN PARK AREA AND CROSS CREEK AT WELL
 NR0378'BLAZED TRAIL.  CONTINUE UP TRAIL APPROXIMATELY 0.6 MI. THROUGH
 NR0378'HEAVY TIMBER TO TRIANGULATION STATION SHIRLEY.  CONTINUE PAST
 NR0378'TRIANGULATION STATION SHIRLEY ON BLAZED TRAIL FOR 0.5 MI.  TURN
 NR0378'RIGHT THROUGH MEADOW FOR APPROXIMATELY 0.5 MI.  CROSS SMALL DRAIN
 NR0378'AND CONTINUE 0.7 MI. THROUGH TIMBER TO HIGHEST POINT ON RIDGE.
 NR0378'
 NR0378'STATION MARK - A USGS BRONZE TABLET SET IN CONCRETE IN SOLID ROCK AND
 NR0378'STAMPED ---QUEALEY 1951---.
 NR0378'
 NR0378'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET SET IN ROCK OUTCROP
 NR0378'AND STAMPED  ---QUEALEY NO.1 1951--- DISTANCE 44.9 FT.,
 NR0378'N 62 DEG 16 MIN W.
 NR0378'
 NR0378'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET SET IN ROCK OUTCROP
 NR0378'AND STAMPED ---QUEALLEY NO.2 1951---DISTANCE 91.0 FT.,
 NR0378'S 34 DEG W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0844 ***********************************************************************
 MR0844  DESIGNATION -  QUEALY
 MR0844  PID         -  MR0844
 MR0844  STATE/COUNTY-  WY/LINCOLN
 MR0844  USGS QUAD   -  KEMMERER (1985)
 MR0844
 MR0844                         *CURRENT SURVEY CONTROL
 MR0844  ___________________________________________________________________
 MR0844* NAD 83(1993)-  41 50 18.96303(N)    110 30 15.19692(W)     ADJUSTED  
 MR0844* NAVD 88     -      2445.0    (meters)    8022.     (feet)  VERTCON   
 MR0844  ___________________________________________________________________
 MR0844  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 MR0844  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 MR0844
 MR0844  HORZ ORDER  -  THIRD
 MR0844
 MR0844.The horizontal coordinates were established by classical geodetic methods
 MR0844.and adjusted by the National Geodetic Survey in January 1997..
 MR0844
 MR0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0844
 MR0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0844
 MR0844.The geoid height was determined by GEOID03.
 MR0844
 MR0844;                    North         East     Units Scale Factor Converg.
 MR0844;SPC WY W     -   248,737.599   765,043.277   MT  0.99995253   -0 16 50.7
 MR0844;UTM  12      - 4,631,975.308   541,162.857   MT  0.99962085   +0 19 50.5
 MR0844
 MR0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0844!SPC WY W     -   0.99961886  x   0.99995253  =   0.99957141
 MR0844!UTM  12      -   0.99961886  x   0.99962085  =   0.99923986
 MR0844
 MR0844:                Primary Azimuth Mark                     Grid Az
 MR0844:SPC WY W     -  MORLEY                                   273 03 48.3
 MR0844:UTM  12      -  MORLEY                                   272 27 07.1
 MR0844
 MR0844|---------------------------------------------------------------------|
 MR0844| PID    Reference Object                     Distance      Geod. Az  |
 MR0844|                                                           dddmmss.s |
 MR0844| MR0834 MORLEY                              APPROX. 9.0 KM 2724657.6 |
 MR0844|---------------------------------------------------------------------|
 MR0844
 MR0844                          SUPERSEDED SURVEY CONTROL
 MR0844
 MR0844  NAD 83(1986)-  41 50 18.95386(N)    110 30 15.19529(W) AD(       ) 3
 MR0844  NAD 27      -  41 50 19.14242(N)    110 30 12.58355(W) AD(       ) 3
 MR0844  NGVD 29 (07/19/86) 2443.6    (m)         8017.     (f) VERT ANG       
 MR0844
 MR0844.Superseded values are not recommended for survey control.
 MR0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0844.See file dsdata.txt to determine how the superseded data were derived.
 MR0844
 MR0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4116331975(NAD 83)
 MR0844_MARKER: DD = SURVEY DISK
 MR0844_SETTING: 0 = UNSPECIFIED SETTING
 MR0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0844
 MR0844  HISTORY     - Date     Condition        Report By
 MR0844  HISTORY     - 1952     MONUMENTED       USGS
 MR0844
 MR0844                          STATION DESCRIPTION
 MR0844
 MR0844'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 MR0844'STATION LOCATED ON HIGHEST POINT OF HIGH RIDGE KNOWN AS QUEALY PEAK,
 MR0844'ABOUT 3.0 MI. NE. OF KEMMERER, ABOUT 2.0 MI. NE. OF FRONTIER, ABOUT
 MR0844'1.5 MI. E. OF U.S. HIGHWAY 189.  TO REACH FROM KEMMERER POST OFFICE,
 MR0844'GO E. 1 BLOCK TO U.S. HIGHWAYS 30 N. AND 189, TURN LEFT N. GO 4 BLOCKS
 MR0844'TURN RIGHT E. ON HIGHWAY 189 AND GO 1.2 MI. TO T-RD. BENDING E., TURN
 MR0844'RIGHT E. GO 1.3 MI. TO RD. FORK TURN LEFT NE. GO 0.3 MI. TO RD.
 MR0844'JUNCTION, TURN RIGHT N. GO 0.3 MI., TURN RIGHT N. OFF RD. AND GO 1.1
 MR0844'MI. TO TOP OF RIDGE WHERE STATION IS LOCATED.
 MR0844'
 MR0844'STATION MARK - STANDARD TABLET STAMPED ---QUEALEY 1952 VABM 8017---
 MR0844'AND WELDED TO A 4-IN. IRON PIPE PROJECTING 6 IN. ABOVE GROUND.
 MR0844'
 MR0844'REFERENCE MARK NO.1 - CHISELED SQUARE ON TOP OF ROCK AT N. RIM OF
 MR0844'RIDGE 13.70 FT. FROM STATION, S 16 DEG 27 MIN W.
 MR0844'
 MR0844'REFERENCE MARK NO.2 - CHISELED SQUARE ON TOP OF A ROCK 18.50 FT. FROM
 MR0844'STATION, N 88 DEG W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0505 ***********************************************************************
 NQ0505  DESIGNATION -  QUINCY
 NQ0505  PID         -  NQ0505
 NQ0505  STATE/COUNTY-  WY/PLATTE
 NQ0505  USGS QUAD   -  DWYER (1990)
 NQ0505
 NQ0505                         *CURRENT SURVEY CONTROL
 NQ0505  ___________________________________________________________________
 NQ0505* NAD 83(1993)-  42 09 01.37742(N)    104 56 01.33341(W)     ADJUSTED  
 NQ0505* NAVD 88     -      1435.     (meters)    4708.     (feet)  SCALED    
 NQ0505  ___________________________________________________________________
 NQ0505  LAPLACE CORR-          -8.84  (seconds)                    DEFLEC99
 NQ0505  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 NQ0505
 NQ0505  HORZ ORDER  -  SECOND
 NQ0505
 NQ0505.The horizontal coordinates were established by classical geodetic methods
 NQ0505.and adjusted by the National Geodetic Survey in January 1997..
 NQ0505
 NQ0505.The orthometric height was scaled from a topographic map.
 NQ0505
 NQ0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0505
 NQ0505.The geoid height was determined by GEOID03.
 NQ0505
 NQ0505;                    North         East     Units Scale Factor Converg.
 NQ0505;SPC WY E     -   183,306.652   219,254.448   MT  0.99994206   +0 09 22.8
 NQ0505;UTM  13      - 4,666,475.381   505,477.554   MT  0.99960037   +0 02 40.2
 NQ0505
 NQ0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0505!SPC WY E     -   0.99977727  x   0.99994206  =   0.99971934
 NQ0505!UTM  13      -   0.99977727  x   0.99960037  =   0.99937773
 NQ0505
 NQ0505                          SUPERSEDED SURVEY CONTROL
 NQ0505
 NQ0505  NAD 83(1986)-  42 09 01.35748(N)    104 56 01.32770(W) AD(       ) 2
 NQ0505  NAD 27      -  42 09 01.46470(N)    104 55 59.43690(W) AD(       ) 2
 NQ0505
 NQ0505.Superseded values are not recommended for survey control.
 NQ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0505.See file dsdata.txt to determine how the superseded data were derived.
 NQ0505
 NQ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0547866475(NAD 83)
 NQ0505_MARKER: DD = SURVEY DISK
 NQ0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0505+STABILITY: SURFACE MOTION
 NQ0505
 NQ0505  HISTORY     - Date     Condition        Report By
 NQ0505  HISTORY     - 1963     MONUMENTED       USGS
 NQ0505
 NQ0505                          STATION DESCRIPTION
 NQ0505
 NQ0505'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NQ0505'THE STATION IS LOCATED 6-1/2 MILES NORTH OF WHEATLAND, IN
 NQ0505'THE SW 1/4 OF SECTION 7 T28N R66W AND IN A PASTURE ON PROPERTY
 NQ0505'OWNED BY MR LAYCOCK.
 NQ0505'
 NQ0505'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK
 NQ0505'DISK STAMPED QUINCY 4703 VABM 1947, SET IN THE TOP OF A
 NQ0505'8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3-INCHES.  IT
 NQ0505'IS ON THE HIGHEST POINT OF THE KNOLL AND 3.6 FEET SOUTHWEST
 NQ0505'OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0262 ***********************************************************************
 NQ0262  DESIGNATION -  R 1
 NQ0262  PID         -  NQ0262
 NQ0262  STATE/COUNTY-  WY/CONVERSE
 NQ0262  USGS QUAD   -  ORIN (1949)
 NQ0262
 NQ0262                         *CURRENT SURVEY CONTROL
 NQ0262  ___________________________________________________________________
 NQ0262* NAD 83(1986)-  42 39 07.     (N)    105 10 31.     (W)     SCALED    
 NQ0262* NAVD 88     -      1425.256  (meters)    4676.03   (feet)  ADJUSTED  
 NQ0262  ___________________________________________________________________
 NQ0262  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NQ0262  DYNAMIC HT  -        1424.391 (meters)    4673.19  (feet)  COMP
 NQ0262  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 NQ0262
 NQ0262  VERT ORDER  -  FIRST     CLASS II
 NQ0262
 NQ0262.The horizontal coordinates were scaled from a topographic map and have
 NQ0262.an estimated accuracy of +/- 6 seconds.
 NQ0262
 NQ0262.The orthometric height was determined by differential leveling
 NQ0262.and adjusted by the National Geodetic Survey in June 1991..
 NQ0262
 NQ0262.The geoid height was determined by GEOID03.
 NQ0262
 NQ0262.The dynamic height is computed by dividing the NAVD 88
 NQ0262.geopotential number by the normal gravity value computed on the
 NQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0262.degrees latitude (g = 980.6199 gals.).
 NQ0262
 NQ0262.The modeled gravity was interpolated from observed gravity values.
 NQ0262
 NQ0262;                    North         East    Units  Estimated Accuracy
 NQ0262;SPC WY E     -   238,990.      199,290.      MT  (+/- 180 meters Scaled)
 NQ0262
 NQ0262                          SUPERSEDED SURVEY CONTROL
 NQ0262
 NQ0262  NGVD 29 (??/??/92) 1424.443  (m)         4673.36   (f) ADJ UNCH    1 2
 NQ0262
 NQ0262.Superseded values are not recommended for survey control.
 NQ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0262.See file dsdata.txt to determine how the superseded data were derived.
 NQ0262
 NQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH856221(NAD 83)
 NQ0262_MARKER: Z = SEE DESCRIPTION
 NQ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0262_SP_SET: STONE POST
 NQ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0262+STABILITY: SURFACE MOTION
 NQ0262
 NQ0262  HISTORY     - Date     Condition        Report By
 NQ0262  HISTORY     - UNK      MONUMENTED       CGS
 NQ0262  HISTORY     - 1954     GOOD             NGS
 NQ0262
 NQ0262                          STATION DESCRIPTION
 NQ0262
 NQ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0262'0.8 MI SE FROM ORIN.
 NQ0262'0.8 MILE SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0262'RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILROAD STATION AT
 NQ0262'ORIN, 17 POLES SOUTHEAST OF MILEPOST 134, 600 FEET SOUTHWEST OF
 NQ0262'THE SOUTHWEST RAIL, 94 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST
 NQ0262'OF A WITNESS POST, SURROUNDED BY THE LETTERS USBM, IN THE TOP
 NQ0262'OF A STONE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 NQ0262'SECTION 18, TOWNSHIP 31 NORTH, RANGE 70 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0042 ***********************************************************************
 PY0042  DESIGNATION -  R 10 A
 PY0042  PID         -  PY0042
 PY0042  STATE/COUNTY-  WY/TETON
 PY0042  USGS QUAD   -  WEST THUMB (1986)
 PY0042
 PY0042                         *CURRENT SURVEY CONTROL
 PY0042  ___________________________________________________________________
 PY0042* NAD 83(1986)-  44 26 27.     (N)    110 34 26.     (W)     SCALED    
 PY0042* NAVD 88     -      2361.028  (meters)    7746.14   (feet)  ADJUSTED  
 PY0042  ___________________________________________________________________
 PY0042  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 PY0042  DYNAMIC HT  -        2359.455 (meters)    7740.98  (feet)  COMP
 PY0042  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 PY0042
 PY0042  VERT ORDER  -  FIRST     CLASS II
 PY0042
 PY0042.The horizontal coordinates were scaled from a topographic map and have
 PY0042.an estimated accuracy of +/- 6 seconds.
 PY0042
 PY0042.The orthometric height was determined by differential leveling
 PY0042.and adjusted by the National Geodetic Survey in June 1991..
 PY0042
 PY0042.The geoid height was determined by GEOID03.
 PY0042
 PY0042.The dynamic height is computed by dividing the NAVD 88
 PY0042.geopotential number by the normal gravity value computed on the
 PY0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0042.degrees latitude (g = 980.6199 gals.).
 PY0042
 PY0042.The modeled gravity was interpolated from observed gravity values.
 PY0042
 PY0042;                    North         East    Units  Estimated Accuracy
 PY0042;SPC WY W     -   537,850.      760,950.      MT  (+/- 180 meters Scaled)
 PY0042
 PY0042                          SUPERSEDED SURVEY CONTROL
 PY0042
 PY0042  NGVD 29 (08/20/92) 2359.646  (m)         7741.61   (f) ADJUSTED    1 2
 PY0042
 PY0042.Superseded values are not recommended for survey control.
 PY0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0042.See file dsdata.txt to determine how the superseded data were derived.
 PY0042
 PY0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ339209(NAD 83)
 PY0042_MARKER: DB = BENCH MARK DISK
 PY0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0042_SP_SET: CONCRETE POST
 PY0042_STAMPING: R 10 A 1934
 PY0042_MARK LOGO: CGS   
 PY0042_PROJECTION: PROJECTING 30 CENTIMETERS
 PY0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0042+STABILITY: SURFACE MOTION
 PY0042
 PY0042  HISTORY     - Date     Condition        Report By
 PY0042  HISTORY     - 1934     MONUMENTED       BPR
 PY0042  HISTORY     - 1987     GOOD             NGS
 PY0042
 PY0042                          STATION DESCRIPTION
 PY0042
 PY0042'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1934
 PY0042'2.0 MI N FROM THUMB RANGER STATION.
 PY0042'2.0 MILES NORTH ALONG THE THUMB RANGER STATION-LAKE JUNCTION ROAD FROM
 PY0042'THUMB RANGER STATION, YELLOWSTONE NATIONAL PARK, ON THE EAST BANK OF A
 PY0042'POND, AND 98 FEET NORTH OF THE ROAD.  A STANDARD DISK, STAMPED R 10 A
 PY0042'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PY0042
 PY0042                          STATION RECOVERY (1987)
 PY0042
 PY0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0042'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.9 KM
 PY0042'(2.40 MI) NORTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE WEST THUMB
 PY0042'GEYSER BASIN ENTRANCE ROAD IN WEST THUMB, 41.3 M (135.5 FT) NORTH OF
 PY0042'THE NORTHWEST END OF A STONE CULVERT, 31.3 M (102.7 FT) NORTHWEST OF
 PY0042'THE CENTERLINE OF THE HIGHWAY, AND 10.2 M (33.5 FT) NORTHEAST OF THE
 PY0042'WATERS EDGE OF A SMALL ARM OF LAKE YELLOWSTONE.
 PY0042'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0139 ***********************************************************************
 OU0139  DESIGNATION -  R 100
 OU0139  PID         -  OU0139
 OU0139  STATE/COUNTY-  WY/NIOBRARA
 OU0139  USGS QUAD   -  FUNNY ROCK (1981)
 OU0139
 OU0139                         *CURRENT SURVEY CONTROL
 OU0139  ___________________________________________________________________
 OU0139* NAD 83(1986)-  43 08 16.     (N)    104 32 43.     (W)     SCALED    
 OU0139* NAVD 88     -      1367.713  (meters)    4487.24   (feet)  ADJUSTED  
 OU0139  ___________________________________________________________________
 OU0139  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 OU0139  DYNAMIC HT  -        1367.013 (meters)    4484.94  (feet)  COMP
 OU0139  MODELED GRAV-     980,060.3   (mgal)                       NAVD 88
 OU0139
 OU0139  VERT ORDER  -  SECOND    CLASS 0
 OU0139
 OU0139.The horizontal coordinates were scaled from a topographic map and have
 OU0139.an estimated accuracy of +/- 6 seconds.
 OU0139
 OU0139.The orthometric height was determined by differential leveling
 OU0139.and adjusted by the National Geodetic Survey in June 1991..
 OU0139
 OU0139.The geoid height was determined by GEOID03.
 OU0139
 OU0139.The dynamic height is computed by dividing the NAVD 88
 OU0139.geopotential number by the normal gravity value computed on the
 OU0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0139.degrees latitude (g = 980.6199 gals.).
 OU0139
 OU0139.The modeled gravity was interpolated from observed gravity values.
 OU0139
 OU0139;                    North         East    Units  Estimated Accuracy
 OU0139;SPC WY E     -   293,150.      250,550.      MT  (+/- 180 meters Scaled)
 OU0139
 OU0139                          SUPERSEDED SURVEY CONTROL
 OU0139
 OU0139  NGVD 29 (??/??/92) 1367.022  (m)         4484.97   (f) ADJ UNCH    2 0
 OU0139
 OU0139.Superseded values are not recommended for survey control.
 OU0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0139.See file dsdata.txt to determine how the superseded data were derived.
 OU0139
 OU0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH369762(NAD 83)
 OU0139_MARKER: DB = BENCH MARK DISK
 OU0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0139_STAMPING: R 100 1956
 OU0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0139+STABILITY: SURFACE MOTION
 OU0139
 OU0139  HISTORY     - Date     Condition        Report By
 OU0139  HISTORY     - 1956     MONUMENTED       CGS
 OU0139  HISTORY     - 1957     GOOD             NGS
 OU0139  HISTORY     - 1976     GOOD             USGS
 OU0139
 OU0139                          STATION DESCRIPTION
 OU0139
 OU0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0139'13.6 MI N FROM LANCE CREEK.
 OU0139'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0139'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0139'THENCE 5.25 MILES NORTHWEST ALONG A WINDING TRACK ROAD, AT THE
 OU0139'TOP OF A HILL, 71 FEET EAST OF THE CENTER LINE OF A TRACK ROAD,
 OU0139'33 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST,
 OU0139'1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 OU0139'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN SECTION 33,
 OU0139'TOWNSHIP 37 NORTH, RANGE 64 WEST.
 OU0139
 OU0139                          STATION RECOVERY (1976)
 OU0139
 OU0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0139'LANCE CREEK POST OFFICE, 7.0 MILES EAST FROM ALONG STATE HWY. 270,
 OU0139'THENCE, 6.65 MILES NORTH ALONG GRADED ROAD, IN SEC. 33, T 37 N. R 64
 OU0139'W., 33 FEET NORTH ALONG GRADED ROAD, 73 FEET EAST OF GRADED ROAD FROM
 OU0139'GRADED ROAD AT TRACK ROAD WEST, SET IN THE TOP OF A CONCRETE POST
 OU0139'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND. A STANDARD DISK STAMPED " R
 OU0139'100 1956."
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0063 ***********************************************************************
 MP0063  DESIGNATION -  R 101
 MP0063  PID         -  MP0063
 MP0063  STATE/COUNTY-  WY/ALBANY
 MP0063  USGS QUAD   -  CENTENNIAL (1992)
 MP0063
 MP0063                         *CURRENT SURVEY CONTROL
 MP0063  ___________________________________________________________________
 MP0063* NAD 83(1986)-  41 16 41.     (N)    106 07 52.     (W)     SCALED    
 MP0063* NAVD 88     -      2406.788  (meters)    7896.27   (feet)  ADJUSTED  
 MP0063  ___________________________________________________________________
 MP0063  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 MP0063  DYNAMIC HT  -        2404.523 (meters)    7888.84  (feet)  COMP
 MP0063  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 MP0063
 MP0063  VERT ORDER  -  FIRST     CLASS II
 MP0063
 MP0063.The horizontal coordinates were scaled from a topographic map and have
 MP0063.an estimated accuracy of +/- 6 seconds.
 MP0063
 MP0063.The orthometric height was determined by differential leveling
 MP0063.and adjusted by the National Geodetic Survey in June 1991..
 MP0063
 MP0063.The geoid height was determined by GEOID03.
 MP0063
 MP0063.The dynamic height is computed by dividing the NAVD 88
 MP0063.geopotential number by the normal gravity value computed on the
 MP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0063.degrees latitude (g = 980.6199 gals.).
 MP0063
 MP0063.The modeled gravity was interpolated from observed gravity values.
 MP0063
 MP0063;                    North         East    Units  Estimated Accuracy
 MP0063;SPC WY E     -    86,850.      119,200.      MT  (+/- 180 meters Scaled)
 MP0063
 MP0063                          SUPERSEDED SURVEY CONTROL
 MP0063
 MP0063  NGVD 29 (??/??/92) 2405.563  (m)         7892.25   (f) ADJ UNCH    1 2
 MP0063
 MP0063.Superseded values are not recommended for survey control.
 MP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0063.See file dsdata.txt to determine how the superseded data were derived.
 MP0063
 MP0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF052702(NAD 83)
 MP0063_MARKER: DB = BENCH MARK DISK
 MP0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0063_STAMPING: R 101 1956
 MP0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0063+STABILITY: SURFACE MOTION
 MP0063
 MP0063  HISTORY     - Date     Condition        Report By
 MP0063  HISTORY     - 1956     MONUMENTED       CGS
 MP0063
 MP0063                          STATION DESCRIPTION
 MP0063
 MP0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0063'1.5 MI S FROM CENTENNIAL.
 MP0063'1.5 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0063'RAILROAD FROM THE STATION AT CENTENNIAL, 5 POLES SOUTH OF MILEPOST 31,
 MP0063'8 POLES SOUTH OF A PRIVATE ROAD CROSSING, 30.3 FEET WEST OF THE WEST
 MP0063'RAIL, 7.5 FEET NORTH OF A TELEPHONE POLE, 2.6 FEET EAST OF A WITNESS
 MP0063'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 MP0063'THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 11, TOWNSHIP 15 NORTH,
 MP0063'RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0590 ***********************************************************************
 MO0590  DESIGNATION -  R 102
 MO0590  PID         -  MO0590
 MO0590  STATE/COUNTY-  WY/ALBANY
 MO0590  USGS QUAD   -  LARAMIE (1978)
 MO0590
 MO0590                         *CURRENT SURVEY CONTROL
 MO0590  ___________________________________________________________________
 MO0590* NAD 83(1986)-  41 18 48.     (N)    105 33 44.     (W)     SCALED    
 MO0590* NAVD 88     -      2206.410  (meters)    7238.86   (feet)  ADJUSTED  
 MO0590  ___________________________________________________________________
 MO0590  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 MO0590  DYNAMIC HT  -        2204.509 (meters)    7232.63  (feet)  COMP
 MO0590  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 MO0590
 MO0590  VERT ORDER  -  FIRST     CLASS II
 MO0590
 MO0590.The horizontal coordinates were scaled from a topographic map and have
 MO0590.an estimated accuracy of +/- 6 seconds.
 MO0590
 MO0590.The orthometric height was determined by differential leveling
 MO0590.and adjusted by the National Geodetic Survey in June 1991..
 MO0590
 MO0590.The geoid height was determined by GEOID03.
 MO0590
 MO0590.The dynamic height is computed by dividing the NAVD 88
 MO0590.geopotential number by the normal gravity value computed on the
 MO0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0590.degrees latitude (g = 980.6199 gals.).
 MO0590
 MO0590.The modeled gravity was interpolated from observed gravity values.
 MO0590
 MO0590;                    North         East    Units  Estimated Accuracy
 MO0590;SPC WY E     -    90,390.      166,880.      MT  (+/- 180 meters Scaled)
 MO0590
 MO0590                          SUPERSEDED SURVEY CONTROL
 MO0590
 MO0590  NGVD 29 (06/08/92) 2205.366  (m)         7235.44   (f) ADJUSTED    1 2
 MO0590
 MO0590.Superseded values are not recommended for survey control.
 MO0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0590.See file dsdata.txt to determine how the superseded data were derived.
 MO0590
 MO0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF529736(NAD 83)
 MO0590_MARKER: DB = BENCH MARK DISK
 MO0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0590_STAMPING: R 102 1956
 MO0590_MARK LOGO: CGS   
 MO0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0590+STABILITY: SURFACE MOTION
 MO0590
 MO0590  HISTORY     - Date     Condition        Report By
 MO0590  HISTORY     - 1956     MONUMENTED       CGS
 MO0590  HISTORY     - 1983     GOOD             NGS
 MO0590  HISTORY     - 19920830 GOOD             USPSQD
 MO0590
 MO0590                          STATION DESCRIPTION
 MO0590
 MO0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0590'1.1 MI E FROM LARAMIE.
 MO0590'0.3 MILE EAST ALONG CLARK STREET FROM THE ENGINEERING HALL OF
 MO0590'THE UNIVERSITY OF WYOMING AT LARAMIE, THENCE 0.8 MILE EAST ALONG
 MO0590'WILLETT DRIVE, AT AN INTERSECTION WITH CRANE STREET, 43 FEET
 MO0590'SOUTH OF THE CENTER LINE OF WILLETT DRIVE, 23 FEET WEST OF THE
 MO0590'CENTER LINE OF CRANE STREET, 14.2 FEET EAST OF THE NORTHEAST
 MO0590'CORNER OF AN APARTMENT HOUSE, 0.5 FOOT WEST OF THE WEST EDGE OF
 MO0590'A SIDEWALK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 MO0590'WITH THE SIDEWALK, IN SECTION 34, TOWNSHIP 16 NORTH, RANGE 73
 MO0590'WEST.
 MO0590
 MO0590                          STATION RECOVERY (1983)
 MO0590
 MO0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0590'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN LARAMIE, AT
 MO0590'THE INTERSECTION OF CRANE STREET AND WILLETT DRIVE.
 MO0590
 MO0590                          STATION RECOVERY (1992)
 MO0590
 MO0590'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0105 ***********************************************************************
 MQ0105  DESIGNATION -  R 103
 MQ0105  PID         -  MQ0105
 MQ0105  STATE/COUNTY-  WY/SWEETWATER
 MQ0105  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0105
 MQ0105                         *CURRENT SURVEY CONTROL
 MQ0105  ___________________________________________________________________
 MQ0105* NAD 83(1986)-  41 41 25.     (N)    108 51 34.     (W)     SCALED    
 MQ0105* NAVD 88     -      1974.228  (meters)    6477.11   (feet)  ADJUSTED  
 MQ0105  ___________________________________________________________________
 MQ0105  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 MQ0105  DYNAMIC HT  -        1972.570 (meters)    6471.67  (feet)  COMP
 MQ0105  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 MQ0105
 MQ0105  VERT ORDER  -  FIRST     CLASS II
 MQ0105
 MQ0105.The horizontal coordinates were scaled from a topographic map and have
 MQ0105.an estimated accuracy of +/- 6 seconds.
 MQ0105
 MQ0105.The orthometric height was determined by differential leveling
 MQ0105.and adjusted by the National Geodetic Survey in June 1991..
 MQ0105
 MQ0105.The geoid height was determined by GEOID03.
 MQ0105
 MQ0105.The dynamic height is computed by dividing the NAVD 88
 MQ0105.geopotential number by the normal gravity value computed on the
 MQ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0105.degrees latitude (g = 980.6199 gals.).
 MQ0105
 MQ0105.The modeled gravity was interpolated from observed gravity values.
 MQ0105
 MQ0105;                    North         East    Units  Estimated Accuracy
 MQ0105;SPC WYWC     -   132,190.      590,890.      MT  (+/- 180 meters Scaled)
 MQ0105
 MQ0105                          SUPERSEDED SURVEY CONTROL
 MQ0105
 MQ0105  NGVD 29 (06/08/92) 1972.934  (m)         6472.87   (f) ADJUSTED    1 2
 MQ0105
 MQ0105.Superseded values are not recommended for survey control.
 MQ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0105.See file dsdata.txt to determine how the superseded data were derived.
 MQ0105
 MQ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM781176(NAD 83)
 MQ0105_MARKER: DB = BENCH MARK DISK
 MQ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0105_STAMPING: R 103 1956
 MQ0105_MARK LOGO: CGS   
 MQ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0105+STABILITY: SURFACE MOTION
 MQ0105
 MQ0105  HISTORY     - Date     Condition        Report By
 MQ0105  HISTORY     - 1956     MONUMENTED       CGS
 MQ0105  HISTORY     - 1983     GOOD             NGS
 MQ0105
 MQ0105                          STATION DESCRIPTION
 MQ0105
 MQ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0105'3.9 MI W FROM POINT OF ROCKS.
 MQ0105'3.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0105'AT POINT OF ROCKS, ACROSS THE TRACK FROM THE 1ST POLE EAST OF MILEPOST
 MQ0105'781, 88 FEET NORTHWEST OF THE NORTH END OF A SMALL CULVERT, 84 FEET
 MQ0105'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 2 FEET NORTH OF A FENCE,
 MQ0105'2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MQ0105'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 24, TOWNSHIP 20
 MQ0105'NORTH, RANGE 102 WEST.
 MQ0105
 MQ0105                          STATION RECOVERY (1983)
 MQ0105
 MQ0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0249 ***********************************************************************
 NQ0249  DESIGNATION -  R 105 RESET
 NQ0249  PID         -  NQ0249
 NQ0249  STATE/COUNTY-  WY/CONVERSE
 NQ0249  USGS QUAD   -  SHAWNEE (1961)
 NQ0249
 NQ0249                         *CURRENT SURVEY CONTROL
 NQ0249  ___________________________________________________________________
 NQ0249* NAD 83(1986)-  42 43 04.     (N)    105 03 44.     (W)     SCALED    
 NQ0249* NAVD 88     -      1491.20   (meters)    4892.4    (feet)  RESET     
 NQ0249  ___________________________________________________________________
 NQ0249  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 NQ0249
 NQ0249  VERT ORDER  -  THIRD
 NQ0249
 NQ0249.The horizontal coordinates were scaled from a topographic map and have
 NQ0249.an estimated accuracy of +/- 6 seconds.
 NQ0249
 NQ0249.The orthometric height was computed from unverified reset data.
 NQ0249.No vertical observational check was made to the station.
 NQ0249
 NQ0249.The geoid height was determined by GEOID03.
 NQ0249
 NQ0249;                    North         East    Units  Estimated Accuracy
 NQ0249;SPC WY E     -   246,310.      208,560.      MT  (+/- 180 meters Scaled)
 NQ0249
 NQ0249                          SUPERSEDED SURVEY CONTROL
 NQ0249
 NQ0249  NGVD 29 (??/??/??) 1490.40   (m)         4889.8    (f) RESET       3  
 NQ0249
 NQ0249.Superseded values are not recommended for survey control.
 NQ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0249.See file dsdata.txt to determine how the superseded data were derived.
 NQ0249
 NQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH949294(NAD 83)
 NQ0249_MARKER: DB = BENCH MARK DISK
 NQ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0249_STAMPING: R 105 RESET 1961
 NQ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0249+STABILITY: SURFACE MOTION
 NQ0249
 NQ0249  HISTORY     - Date     Condition        Report By
 NQ0249  HISTORY     - 1961     MONUMENTED       WYHD
 NQ0249  HISTORY     - 1962     GOOD             NGS
 NQ0249
 NQ0249                          STATION DESCRIPTION
 NQ0249
 NQ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NQ0249'3.5 MI SW FROM SHAWNEE.
 NQ0249'3.5 MILES SOUTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0249'FROM THE STATION AT SHAWNEE, 6 POLES SOUTHWEST OF MILEPOST 524,
 NQ0249'100 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 20, 48 FEET
 NQ0249'SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET SOUTHWEST OF A TELEPHONE
 NQ0249'POLE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 NQ0249'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  IN
 NQ0249'SECTION 30, TOWNSHIP 32 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0537 ***********************************************************************
 MO0537  DESIGNATION -  R 108
 MO0537  PID         -  MO0537
 MO0537  STATE/COUNTY-  WY/LARAMIE
 MO0537  USGS QUAD   -  SILVER CROWN (1978)
 MO0537
 MO0537                         *CURRENT SURVEY CONTROL
 MO0537  ___________________________________________________________________
 MO0537* NAD 83(1986)-  41 10 25.     (N)    105 01 59.     (W)     SCALED    
 MO0537* NAVD 88     -      1951.351  (meters)    6402.06   (feet)  ADJUSTED  
 MO0537  ___________________________________________________________________
 MO0537  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 MO0537  DYNAMIC HT  -        1949.596 (meters)    6396.30  (feet)  COMP
 MO0537  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 MO0537
 MO0537  VERT ORDER  -  FIRST     CLASS II
 MO0537
 MO0537.The horizontal coordinates were scaled from a topographic map and have
 MO0537.an estimated accuracy of +/- 6 seconds.
 MO0537
 MO0537.The orthometric height was determined by differential leveling
 MO0537.and adjusted by the National Geodetic Survey in June 1991..
 MO0537
 MO0537.The geoid height was determined by GEOID03.
 MO0537
 MO0537.The dynamic height is computed by dividing the NAVD 88
 MO0537.geopotential number by the normal gravity value computed on the
 MO0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0537.degrees latitude (g = 980.6199 gals.).
 MO0537
 MO0537.The modeled gravity was interpolated from observed gravity values.
 MO0537
 MO0537;                    North         East    Units  Estimated Accuracy
 MO0537;SPC WY E     -    74,810.      211,210.      MT  (+/- 180 meters Scaled)
 MO0537
 MO0537                          SUPERSEDED SURVEY CONTROL
 MO0537
 MO0537  NGVD 29 (??/??/92) 1950.260  (m)         6398.48   (f) ADJ UNCH    1 2
 MO0537
 MO0537.Superseded values are not recommended for survey control.
 MO0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0537.See file dsdata.txt to determine how the superseded data were derived.
 MO0537
 MO0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF972580(NAD 83)
 MO0537_MARKER: DB = BENCH MARK DISK
 MO0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0537_SP_SET: CONCRETE STEP
 MO0537_STAMPING: R 108 1954
 MO0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0537
 MO0537  HISTORY     - Date     Condition        Report By
 MO0537  HISTORY     - 1954     MONUMENTED       CGS
 MO0537
 MO0537                          STATION DESCRIPTION
 MO0537
 MO0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0537'8.4 MI SE FROM FEDERAL.
 MO0537'8.45 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0537'FROM THE SECTION FOREMANS HOUSE AT FEDERAL, 0.2 MILE EAST OF
 MO0537'THE OLD STATION AT SILVER CROWN, 235 FEET NORTH OF THE NORTH
 MO0537'RAIL, 185 FEET NORTH OF A FENCE, 2.2 FEET ABOVE THE GROUND, AT A
 MO0537'10 X 10 FOOT FRAME PUMP HOUSE, SET IN THE TOP OF THE SOUTH
 MO0537'CONCRETE STEP OF THE BUILDING WHICH ALSO SUPPORTS THE STEEL
 MO0537'BASE OF A LARGE ELECTRIC WATER PUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0356 ***********************************************************************
 MO0356  DESIGNATION -  R 109
 MO0356  PID         -  MO0356
 MO0356  STATE/COUNTY-  WY/LARAMIE
 MO0356  USGS QUAD   -  FARTHING (1978)
 MO0356
 MO0356                         *CURRENT SURVEY CONTROL
 MO0356  ___________________________________________________________________
 MO0356* NAD 83(1986)-  41 34 55.     (N)    105 11 45.     (W)     SCALED    
 MO0356* NAVD 88     -      1891.334  (meters)    6205.15   (feet)  ADJUSTED  
 MO0356  ___________________________________________________________________
 MO0356  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 MO0356  DYNAMIC HT  -        1889.802 (meters)    6200.13  (feet)  COMP
 MO0356  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 MO0356
 MO0356  VERT ORDER  -  FIRST     CLASS II
 MO0356
 MO0356.The horizontal coordinates were scaled from a topographic map and have
 MO0356.an estimated accuracy of +/- 6 seconds.
 MO0356
 MO0356.The orthometric height was determined by differential leveling
 MO0356.and adjusted by the National Geodetic Survey in June 1991..
 MO0356
 MO0356.The geoid height was determined by GEOID03.
 MO0356
 MO0356.The dynamic height is computed by dividing the NAVD 88
 MO0356.geopotential number by the normal gravity value computed on the
 MO0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0356.degrees latitude (g = 980.6199 gals.).
 MO0356
 MO0356.The modeled gravity was interpolated from observed gravity values.
 MO0356
 MO0356;                    North         East    Units  Estimated Accuracy
 MO0356;SPC WY E     -   120,150.      197,570.      MT  (+/- 180 meters Scaled)
 MO0356
 MO0356                          SUPERSEDED SURVEY CONTROL
 MO0356
 MO0356  NGVD 29 (??/??/92) 1890.348  (m)         6201.92   (f) ADJ UNCH    1 2
 MO0356
 MO0356.Superseded values are not recommended for survey control.
 MO0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0356.See file dsdata.txt to determine how the superseded data were derived.
 MO0356
 MO0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG836033(NAD 83)
 MO0356_MARKER: DB = BENCH MARK DISK
 MO0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0356_SP_SET: ABUTMENT
 MO0356_STAMPING: R 109 1954
 MO0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0356
 MO0356  HISTORY     - Date     Condition        Report By
 MO0356  HISTORY     - 1954     MONUMENTED       CGS
 MO0356
 MO0356                          STATION DESCRIPTION
 MO0356
 MO0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0356'2.6 MI NE FROM FARTHING.
 MO0356'2.65 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0356'THE STATION AT FARTHING, 0.15 MILE SOUTHWEST OF A ROAD CROSSING,
 MO0356'6.7 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF THE
 MO0356'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE 165.18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0027 ***********************************************************************
 PY0027  CBN         -  This is a Cooperative Base Network Control Station.
 PY0027  DESIGNATION -  R 11
 PY0027  PID         -  PY0027
 PY0027  STATE/COUNTY-  WY/PARK
 PY0027  USGS QUAD   -  TOWER JUNCTION (1986)
 PY0027
 PY0027                         *CURRENT SURVEY CONTROL
 PY0027  ___________________________________________________________________
 PY0027* NAD 83(1993)-  44 53 23.82430(N)    110 23 23.28512(W)     ADJUSTED  
 PY0027* NAVD 88     -      2012.453  (meters)    6602.52   (feet)  ADJUSTED  
 PY0027  ___________________________________________________________________
 PY0027  X           -  -1,577,456.878 (meters)                     COMP
 PY0027  Y           -  -4,243,965.771 (meters)                     COMP
 PY0027  Z           -   4,480,106.673 (meters)                     COMP
 PY0027  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 PY0027  ELLIP HEIGHT-        2004.03  (meters)          (09/07/01) GPS OBS
 PY0027  GEOID HEIGHT-          -8.43  (meters)                     GEOID03
 PY0027  DYNAMIC HT  -        2011.334 (meters)    6598.85  (feet)  COMP
 PY0027  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 PY0027
 PY0027  HORZ ORDER  -  B
 PY0027  VERT ORDER  -  FIRST     CLASS II
 PY0027  ELLP ORDER  -  FOURTH    CLASS I
 PY0027
 PY0027.The horizontal coordinates were established by GPS observations
 PY0027.and adjusted by the National Geodetic Survey in May 1992..
 PY0027
 PY0027.The orthometric height was determined by differential leveling
 PY0027.and adjusted by the National Geodetic Survey in June 1991..
 PY0027
 PY0027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0027
 PY0027.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0027
 PY0027.The ellipsoidal height was determined by GPS observations
 PY0027.and is referenced to NAD 83.
 PY0027
 PY0027.The geoid height was determined by GEOID03.
 PY0027
 PY0027.The dynamic height is computed by dividing the NAVD 88
 PY0027.geopotential number by the normal gravity value computed on the
 PY0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0027.degrees latitude (g = 980.6199 gals.).
 PY0027
 PY0027.The modeled gravity was interpolated from observed gravity values.
 PY0027
 PY0027;                    North         East     Units Scale Factor Converg.
 PY0027;SPC WYWC     -   488,943.703   470,467.587   MT  1.00014375   -1 09 26.8
 PY0027;UTM  12      - 4,970,906.578   548,184.960   MT  0.99962855   +0 25 50.4
 PY0027
 PY0027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0027!SPC WYWC     -   0.99968589  x   1.00014375  =   0.99982959
 PY0027!UTM  12      -   0.99968589  x   0.99962855  =   0.99931456
 PY0027
 PY0027                          SUPERSEDED SURVEY CONTROL
 PY0027
 PY0027  ELLIP H (05/15/92) 2004.11   (m)                       GP(       ) 4 2
 PY0027  NAD 83(1986)-  44 53 23.81479(N)    110 23 23.26795(W) AD(       ) 1
 PY0027  NAVD 88 (05/28/92) 2012.45   (m)         6602.5    (f) LEVELING    3  
 PY0027  NGVD 29 (08/20/92) 2011.190  (m)         6598.38   (f) ADJUSTED    1 2
 PY0027
 PY0027.Superseded values are not recommended for survey control.
 PY0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0027.See file dsdata.txt to determine how the superseded data were derived.
 PY0027
 PY0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4818570907(NAD 83)
 PY0027_MARKER: DB = BENCH MARK DISK
 PY0027_SETTING: 80 = SET IN A BOULDER
 PY0027_SP_SET: BOULDER
 PY0027_STAMPING: R 11 1923 6597.523
 PY0027_MARK LOGO: CGS   
 PY0027_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0027+STABILITY: SURFACE MOTION
 PY0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0027+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0027
 PY0027  HISTORY     - Date     Condition        Report By
 PY0027  HISTORY     - 1923     MONUMENTED       CGS
 PY0027  HISTORY     - 1987     GOOD             NGS
 PY0027  HISTORY     - 1987     GOOD             NGS
 PY0027
 PY0027                          STATION DESCRIPTION
 PY0027
 PY0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 PY0027'3.0 MI SE FROM TOWER JUNCTION.
 PY0027'3 MI SE OF TOWER JUNCTION, 15 FT SOUTH OF THE TOWER JUNCTION-CANYON
 PY0027'JUNCTION ROAD AT A POINT WHERE THE ROAD APPROACHES NEAREST TO HAYNES
 PY0027'PICTURE SHOP, IN A LARGE BOULDER 200 FT SOUTH OF THE STORE.
 PY0027
 PY0027                          STATION RECOVERY (1987)
 PY0027
 PY0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0027'THE STATION WAS RECOVERED AT THIS DATE.
 PY0027'
 PY0027'THE STATION IS LOCATED IN THE NORTH CENTRAL SECTION OF YELLOWSTONE
 PY0027'NATIONAL PARK, ABOUT 3.5 KM (2.2 MI) SOUTHEAST OF TOWER JUNCTION,
 PY0027'AT TOWER FALL, IN THE TOWER FALL CAMPGROUND.
 PY0027'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0027'
 PY0027'TO REACH THE STATION FROM TOWER JUNCTION IN YELLOWSTONE NATIONAL
 PY0027'PARK, GO SOUTHEAST FOR 3.9 KM (2.4 MI) ON THE TOWER-CANYON ROAD TO
 PY0027'A PAVED ROAD RIGHT, JUST PAST TOWER CREEK (STORE ON THE LEFT).
 PY0027'TURN RIGHT AND GO WEST, UPHILL, INTO THE CAMPGROUND, FOR 0.6 KM
 PY0027'(0.4 MI) TO A ROAD CREST, A LARGE DORMITORY BUILDING ON THE LEFT
 PY0027'AND THE STATION ON THE RIGHT, IN A CRESCENT-SHAPED PICNIC AREA.
 PY0027'
 PY0027'THE STATION IS A STANDARD CGS BENCH MARK DISK
 PY0027'STAMPED---R 11 1923 6597.523---,
 PY0027'SET INTO A DRILL HOLE IN THE TOP OF A 3.5 METER LONG NARROW,
 PY0027'NORTHWEST-SOUTHEAST BOULDER PROJECTING 70 CM ABOVE GROUND.  LOCATED
 PY0027'37.3 METERS (122.4 FT) NORTH FROM THE NORTH CORNER OF THE
 PY0027'BATHROOMS,
 PY0027'22.5 METERS (73.8 FT) SOUTH FROM HYDRANT NUMBER 3,
 PY0027'17.8 METERS (58.4 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A DIRT
 PY0027'ROAD,
 PY0027'11.0 METERS (36.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE
 PY0027'ROAD, 2 METERS HIGHER THAN THE ROAD AND
 PY0027'1.2 METERS (3.9 FT) NORTHWEST FROM THE SOUTHEAST END OF THE BOULDER.
 PY0027'
 PY0027'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0027'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0027'
 PY0027'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0027'
 PY0027'DESCRIBED BY G.R. HEID.
 PY0027
 PY0027                          STATION RECOVERY (1987)
 PY0027
 PY0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0027'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.1 KM
 PY0027'(2.55 MI) SOUTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION HIGHWAY FROM
 PY0027'THE RANGER STATION IN TOWER JUNCTION, THENCE 0.6 KM (0.35 MI)
 PY0027'SOUTHWEST ALONG A PAVED ROAD, IN A 5 BY 12 BOULDER THAT PROJECTS
 PY0027'24-INCHES ABOVE THE GROUND SURFACE, AT THE EAST EDGE OF THE TOWER
 PY0027'FALLS CAMPGROUND, 15.3 M (50.2 FT) WEST OF THE CENTER OF A ROAD THAT
 PY0027'LEADS TO THE EXIT FROM THE CAMPGROUND, AND 12.2 M (40.0 FT) SOUTH OF
 PY0027'THE CENTER OF THE ROAD.
 PY0027'THE MARK IS 1.8 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0297 ***********************************************************************
 MO0297  DESIGNATION -  R 110
 MO0297  PID         -  MO0297
 MO0297  STATE/COUNTY-  WY/PLATTE
 MO0297  USGS QUAD   -  WHITCOMB HILL (1990)
 MO0297
 MO0297                         *CURRENT SURVEY CONTROL
 MO0297  ___________________________________________________________________
 MO0297* NAD 83(1986)-  41 40 14.     (N)    104 59 04.     (W)     SCALED    
 MO0297* NAVD 88     -      1722.819  (meters)    5652.28   (feet)  ADJUSTED  
 MO0297  ___________________________________________________________________
 MO0297  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MO0297  DYNAMIC HT  -        1721.507 (meters)    5647.98  (feet)  COMP
 MO0297  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 MO0297
 MO0297  VERT ORDER  -  FIRST     CLASS II
 MO0297
 MO0297.The horizontal coordinates were scaled from a topographic map and have
 MO0297.an estimated accuracy of +/- 6 seconds.
 MO0297
 MO0297.The orthometric height was determined by differential leveling
 MO0297.and adjusted by the National Geodetic Survey in June 1991..
 MO0297
 MO0297.The geoid height was determined by GEOID03.
 MO0297
 MO0297.The dynamic height is computed by dividing the NAVD 88
 MO0297.geopotential number by the normal gravity value computed on the
 MO0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0297.degrees latitude (g = 980.6199 gals.).
 MO0297
 MO0297.The modeled gravity was interpolated from observed gravity values.
 MO0297
 MO0297;                    North         East    Units  Estimated Accuracy
 MO0297;SPC WY E     -   130,010.      215,170.      MT  (+/- 180 meters Scaled)
 MO0297
 MO0297                          SUPERSEDED SURVEY CONTROL
 MO0297
 MO0297  NGVD 29 (??/??/92) 1721.896  (m)         5649.25   (f) ADJ UNCH    1 2
 MO0297
 MO0297.Superseded values are not recommended for survey control.
 MO0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0297.See file dsdata.txt to determine how the superseded data were derived.
 MO0297
 MO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG012132(NAD 83)
 MO0297_MARKER: DB = BENCH MARK DISK
 MO0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0297_STAMPING: R 110 1954
 MO0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0297+STABILITY: SURFACE MOTION
 MO0297
 MO0297  HISTORY     - Date     Condition        Report By
 MO0297  HISTORY     - 1954     MONUMENTED       CGS
 MO0297
 MO0297                          STATION DESCRIPTION
 MO0297
 MO0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0297'10.6 MI SW FROM CHUGWATER.
 MO0297'10.55 MILES SOUTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0297'FROM THE STATION AT CHUGWATER, 98 FEET SOUTHEAST OF THE SOUTHEAST
 MO0297'RAIL, 17 FEET SOUTHWEST OF A FENCE LEADING SOUTHEAST, ON THE
 MO0297'SOUTHWEST SLOPE OF A HILL, 2.4 FEET SOUTHEAST OF A FENCE, 3 FEET
 MO0297'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MO0297'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0269 ***********************************************************************
 MO0269  DESIGNATION -  R 111
 MO0269  PID         -  MO0269
 MO0269  STATE/COUNTY-  WY/PLATTE
 MO0269  USGS QUAD   -  BORDEAUX (1990)
 MO0269
 MO0269                         *CURRENT SURVEY CONTROL
 MO0269  ___________________________________________________________________
 MO0269* NAD 83(1986)-  41 57 08.     (N)    104 51 58.     (W)     SCALED    
 MO0269* NAVD 88     -      1468.812  (meters)    4818.93   (feet)  ADJUSTED  
 MO0269  ___________________________________________________________________
 MO0269  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 MO0269  DYNAMIC HT  -        1467.821 (meters)    4815.68  (feet)  COMP
 MO0269  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 MO0269
 MO0269  VERT ORDER  -  FIRST     CLASS II
 MO0269
 MO0269.The horizontal coordinates were scaled from a topographic map and have
 MO0269.an estimated accuracy of +/- 6 seconds.
 MO0269
 MO0269.The orthometric height was determined by differential leveling
 MO0269.and adjusted by the National Geodetic Survey in June 1991..
 MO0269
 MO0269.The geoid height was determined by GEOID03.
 MO0269
 MO0269.The dynamic height is computed by dividing the NAVD 88
 MO0269.geopotential number by the normal gravity value computed on the
 MO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0269.degrees latitude (g = 980.6199 gals.).
 MO0269
 MO0269.The modeled gravity was interpolated from observed gravity values.
 MO0269
 MO0269;                    North         East    Units  Estimated Accuracy
 MO0269;SPC WY E     -   161,320.      224,920.      MT  (+/- 180 meters Scaled)
 MO0269
 MO0269                          SUPERSEDED SURVEY CONTROL
 MO0269
 MO0269  NGVD 29 (??/??/92) 1467.987  (m)         4816.22   (f) ADJ UNCH    1 2
 MO0269
 MO0269.Superseded values are not recommended for survey control.
 MO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0269.See file dsdata.txt to determine how the superseded data were derived.
 MO0269
 MO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG110444(NAD 83)
 MO0269_MARKER: DB = BENCH MARK DISK
 MO0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0269_STAMPING: R 111 1954
 MO0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0269+STABILITY: SURFACE MOTION
 MO0269
 MO0269  HISTORY     - Date     Condition        Report By
 MO0269  HISTORY     - 1954     MONUMENTED       CGS
 MO0269
 MO0269                          STATION DESCRIPTION
 MO0269
 MO0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0269'10.2 MI S FROM WHEATLAND.
 MO0269'10.15 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0269'THE STATION AT WHEATLAND, 1 1/2 RAILS SOUTHEAST OF TRESTLE
 MO0269'203.89, 91 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 12.5 FEET NORTH
 MO0269'OF A FENCE CORNER, 2.5 FEET NORTH OF A WITNESS POST, 6 FEET BELOW
 MO0269'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0269'PROJECTS 1.0 FOOT ABOVE THE GROUND, IN SECTION 23, TOWNSHIP 23
 MO0269'NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0170 ***********************************************************************
 OU0170  DESIGNATION -  R 112
 OU0170  PID         -  OU0170
 OU0170  STATE/COUNTY-  WY/NIOBRARA
 OU0170  USGS QUAD   -  WAGONHOUND CREEK NE (1981)
 OU0170
 OU0170                         *CURRENT SURVEY CONTROL
 OU0170  ___________________________________________________________________
 OU0170* NAD 83(1986)-  43 22 43.     (N)    104 45 44.     (W)     SCALED    
 OU0170* NAVD 88     -      1373.448  (meters)    4506.05   (feet)  ADJUSTED  
 OU0170  ___________________________________________________________________
 OU0170  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 OU0170  DYNAMIC HT  -        1372.738 (meters)    4503.72  (feet)  COMP
 OU0170  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 OU0170
 OU0170  VERT ORDER  -  SECOND    CLASS 0
 OU0170
 OU0170.The horizontal coordinates were scaled from a topographic map and have
 OU0170.an estimated accuracy of +/- 6 seconds.
 OU0170
 OU0170.The orthometric height was determined by differential leveling
 OU0170.and adjusted by the National Geodetic Survey in June 1991..
 OU0170
 OU0170.The geoid height was determined by GEOID03.
 OU0170
 OU0170.The dynamic height is computed by dividing the NAVD 88
 OU0170.geopotential number by the normal gravity value computed on the
 OU0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0170.degrees latitude (g = 980.6199 gals.).
 OU0170
 OU0170.The modeled gravity was interpolated from observed gravity values.
 OU0170
 OU0170;                    North         East    Units  Estimated Accuracy
 OU0170;SPC WY E     -   319,790.      232,770.      MT  (+/- 180 meters Scaled)
 OU0170
 OU0170                          SUPERSEDED SURVEY CONTROL
 OU0170
 OU0170  NGVD 29 (??/??/92) 1372.715  (m)         4503.65   (f) ADJ UNCH    2 0
 OU0170
 OU0170.Superseded values are not recommended for survey control.
 OU0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0170.See file dsdata.txt to determine how the superseded data were derived.
 OU0170
 OU0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ192028(NAD 83)
 OU0170_MARKER: DB = BENCH MARK DISK
 OU0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0170_STAMPING: R 112 1956
 OU0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0170+STABILITY: SURFACE MOTION
 OU0170
 OU0170  HISTORY     - Date     Condition        Report By
 OU0170  HISTORY     - 1956     MONUMENTED       CGS
 OU0170  HISTORY     - 1957     GOOD             NGS
 OU0170
 OU0170                          STATION DESCRIPTION
 OU0170
 OU0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0170'16.9 MI SE FROM DULL CENTER.
 OU0170'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED POST
 OU0170'OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER, THENCE
 OU0170'3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.75
 OU0170'MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE 6.4
 OU0170'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT THE TOP OF A HILL,
 OU0170'0.45 MILE NORTH OF AN ABANDONED HOUSE AND WINDMILL, 0.3 MILE
 OU0170'NORTHWEST OF A ROAD JUNCTION, 0.3 MILE NORTHWEST OF A FENCE,
 OU0170'125 FEET SOUTHWEST OF THE CENTER LINE OF A NEW ROAD, 113 FEET
 OU0170'NORTH OF THE CENTER LINE OF AN OLD ROAD, 1.7 FEET SOUTHWEST
 OU0170'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 OU0170'PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF
 OU0170'SECTION 3, TOWNSHIP 39 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0170 ***********************************************************************
 NQ0170  DESIGNATION -  R 113
 NQ0170  PID         -  NQ0170
 NQ0170  STATE/COUNTY-  WY/PLATTE
 NQ0170  USGS QUAD   -  GUERNSEY RESERVOIR (1990)
 NQ0170
 NQ0170                         *CURRENT SURVEY CONTROL
 NQ0170  ___________________________________________________________________
 NQ0170* NAD 83(1986)-  42 19 21.     (N)    104 51 30.     (W)     SCALED    
 NQ0170* NAVD 88     -      1358.193  (meters)    4456.00   (feet)  ADJUSTED  
 NQ0170  ___________________________________________________________________
 NQ0170  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NQ0170  DYNAMIC HT  -        1357.360 (meters)    4453.27  (feet)  COMP
 NQ0170  MODELED GRAV-     979,960.9   (mgal)                       NAVD 88
 NQ0170
 NQ0170  VERT ORDER  -  FIRST     CLASS II
 NQ0170
 NQ0170.The horizontal coordinates were scaled from a topographic map and have
 NQ0170.an estimated accuracy of +/- 6 seconds.
 NQ0170
 NQ0170.The orthometric height was determined by differential leveling
 NQ0170.and adjusted by the National Geodetic Survey in June 1991..
 NQ0170
 NQ0170.The geoid height was determined by GEOID03.
 NQ0170
 NQ0170.The dynamic height is computed by dividing the NAVD 88
 NQ0170.geopotential number by the normal gravity value computed on the
 NQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0170.degrees latitude (g = 980.6199 gals.).
 NQ0170
 NQ0170.The modeled gravity was interpolated from observed gravity values.
 NQ0170
 NQ0170;                    North         East    Units  Estimated Accuracy
 NQ0170;SPC WY E     -   202,440.      225,420.      MT  (+/- 180 meters Scaled)
 NQ0170
 NQ0170                          SUPERSEDED SURVEY CONTROL
 NQ0170
 NQ0170  NGVD 29 (??/??/92) 1357.414  (m)         4453.45   (f) ADJ UNCH    1 2
 NQ0170
 NQ0170.Superseded values are not recommended for survey control.
 NQ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0170.See file dsdata.txt to determine how the superseded data were derived.
 NQ0170
 NQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG116855(NAD 83)
 NQ0170_MARKER: DB = BENCH MARK DISK
 NQ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0170_STAMPING: R 113 1956
 NQ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0170+STABILITY: SURFACE MOTION
 NQ0170
 NQ0170  HISTORY     - Date     Condition        Report By
 NQ0170  HISTORY     - 1956     MONUMENTED       CGS
 NQ0170
 NQ0170                          STATION DESCRIPTION
 NQ0170
 NQ0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0170'17.7 MI SE FROM GLENDO.
 NQ0170'17.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0170'RAILROAD FROM THE STATION AT GLENDO, 1.0 MILE SOUTHEAST OF THE
 NQ0170'STATION AT WENDOVER, AT THE SOUTHWEST END OF A CUT, 3 RAILS
 NQ0170'NORTHEAST OF SEMAPHORE 102.3, 50 FEET NORTHWEST OF THE NORTHWEST
 NQ0170'RAIL, 1.8 FEET SOUTHEAST OF A SNOW FENCE, 5 FEET NORTHWEST OF A
 NQ0170'WITNESS POST, 4 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP
 NQ0170'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND,
 NQ0170'IN SECTION 10, TOWNSHIP 27 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0080 ***********************************************************************
 MQ0080  DESIGNATION -  R 114
 MQ0080  PID         -  MQ0080
 MQ0080  STATE/COUNTY-  WY/SWEETWATER
 MQ0080  USGS QUAD   -  BITTER CREEK (1968)
 MQ0080
 MQ0080                         *CURRENT SURVEY CONTROL
 MQ0080  ___________________________________________________________________
 MQ0080* NAD 83(1986)-  41 31 11.     (N)    108 36 19.     (W)     SCALED    
 MQ0080* NAVD 88     -      2033.047  (meters)    6670.09   (feet)  ADJUSTED  
 MQ0080  ___________________________________________________________________
 MQ0080  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 MQ0080  DYNAMIC HT  -        2031.261 (meters)    6664.23  (feet)  COMP
 MQ0080  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 MQ0080
 MQ0080  VERT ORDER  -  FIRST     CLASS II
 MQ0080
 MQ0080.The horizontal coordinates were scaled from a topographic map and have
 MQ0080.an estimated accuracy of +/- 6 seconds.
 MQ0080
 MQ0080.The orthometric height was determined by differential leveling
 MQ0080.and adjusted by the National Geodetic Survey in June 1991..
 MQ0080
 MQ0080.The geoid height was determined by GEOID03.
 MQ0080
 MQ0080.The dynamic height is computed by dividing the NAVD 88
 MQ0080.geopotential number by the normal gravity value computed on the
 MQ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0080.degrees latitude (g = 980.6199 gals.).
 MQ0080
 MQ0080.The modeled gravity was interpolated from observed gravity values.
 MQ0080
 MQ0080;                    North         East    Units  Estimated Accuracy
 MQ0080;SPC WYWC     -   113,250.      612,080.      MT  (+/- 180 meters Scaled)
 MQ0080
 MQ0080                          SUPERSEDED SURVEY CONTROL
 MQ0080
 MQ0080  NGVD 29 (06/08/92) 2031.764  (m)         6665.88   (f) ADJUSTED    1 2
 MQ0080
 MQ0080.Superseded values are not recommended for survey control.
 MQ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0080.See file dsdata.txt to determine how the superseded data were derived.
 MQ0080
 MQ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL998992(NAD 83)
 MQ0080_MARKER: DB = BENCH MARK DISK
 MQ0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0080_SP_SET: ABUTMENT
 MQ0080_STAMPING: R 114 1956
 MQ0080_MARK LOGO: CGS   
 MQ0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0080
 MQ0080  HISTORY     - Date     Condition        Report By
 MQ0080  HISTORY     - 1956     MONUMENTED       CGS
 MQ0080  HISTORY     - 1983     GOOD             NGS
 MQ0080
 MQ0080                          STATION DESCRIPTION
 MQ0080
 MQ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0080'3.4 MI SW FROM BITTER CREEK.
 MQ0080'3.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0080'AT BITTER CREEK, 4 POLES SOUTHWEST OF MILEPOST 760, 7 FEET SOUTHEAST
 MQ0080'OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 2 FEET BELOW THE TOP OF
 MQ0080'THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 MQ0080'ABUTMENT OF A SMALL BRIDGE, IN THE SOUTHEAST 1/4 OF SECTION 19,
 MQ0080'TOWNSHIP 18 NORTH, RANGE 99 WEST.
 MQ0080
 MQ0080                          STATION RECOVERY (1983)
 MQ0080
 MQ0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0130 ***********************************************************************
 MQ0130  DESIGNATION -  R 115
 MQ0130  PID         -  MQ0130
 MQ0130  STATE/COUNTY-  WY/SWEETWATER
 MQ0130  USGS QUAD   -  BAXTER (1978)
 MQ0130
 MQ0130                         *CURRENT SURVEY CONTROL
 MQ0130  ___________________________________________________________________
 MQ0130* NAD 83(1986)-  41 36 00.     (N)    109 03 49.     (W)     SCALED    
 MQ0130* NAVD 88     -      2056.186  (meters)    6746.00   (feet)  ADJUSTED  
 MQ0130  ___________________________________________________________________
 MQ0130  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MQ0130  DYNAMIC HT  -        2054.453 (meters)    6740.32  (feet)  COMP
 MQ0130  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 MQ0130
 MQ0130  VERT ORDER  -  FIRST     CLASS II
 MQ0130
 MQ0130.This mark is at Rock Springs-Sweetwater Co Airport (RKS)
 MQ0130
 MQ0130.The horizontal coordinates were scaled from a topographic map and have
 MQ0130.an estimated accuracy of +/- 6 seconds.
 MQ0130
 MQ0130.The orthometric height was determined by differential leveling
 MQ0130.and adjusted by the National Geodetic Survey in June 1991..
 MQ0130
 MQ0130.The geoid height was determined by GEOID03.
 MQ0130
 MQ0130.The dynamic height is computed by dividing the NAVD 88
 MQ0130.geopotential number by the normal gravity value computed on the
 MQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0130.degrees latitude (g = 980.6199 gals.).
 MQ0130
 MQ0130.The modeled gravity was interpolated from observed gravity values.
 MQ0130
 MQ0130;                    North         East    Units  Estimated Accuracy
 MQ0130;SPC WYWC     -   122,200.      573,860.      MT  (+/- 180 meters Scaled)
 MQ0130
 MQ0130                          SUPERSEDED SURVEY CONTROL
 MQ0130
 MQ0130  NGVD 29 (??/??/92) 2054.907  (m)         6741.81   (f) ADJ UNCH    1 2
 MQ0130
 MQ0130.Superseded values are not recommended for survey control.
 MQ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0130.See file dsdata.txt to determine how the superseded data were derived.
 MQ0130
 MQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM613071(NAD 83)
 MQ0130_MARKER: DB = BENCH MARK DISK
 MQ0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0130_SP_SET: BUILDING
 MQ0130_STAMPING: R 115 1956
 MQ0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0130
 MQ0130  HISTORY     - Date     Condition        Report By
 MQ0130  HISTORY     - 1956     MONUMENTED       CGS
 MQ0130  HISTORY     - 1958     GOOD             NGS
 MQ0130  HISTORY     - 1981     GOOD             USGS
 MQ0130
 MQ0130                          STATION DESCRIPTION
 MQ0130
 MQ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0130'9.1 MI E FROM ROCK SPRINGS.
 MQ0130'5.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0130'ROCK SPRINGS, THENCE 4.1 MILES EAST ALONG AN OILED ROAD, 15 FEET
 MQ0130'SOUTHEAST OF THE CENTER OF THE NORTH ENTRANCE TO THE C.A.A. OFFICE AT
 MQ0130'THE ROCK SPRINGS AIRPORT, 9.4 FEET SOUTHWEST OF THE WEST END OF THE
 MQ0130'NORTH DOOR OF A HANGAR, 0.8 FOOT ABOVE THE GROUND, SET IN THE TOP OF
 MQ0130'THE SOUTH END OF THE EAST WALL OF THE ENTRANCE TO THE BASEMENT, IN
 MQ0130'SECTION 30, TOWNSHIP 19 NORTH, RANGE 103 WEST.
 MQ0130
 MQ0130                          STATION RECOVERY (1958)
 MQ0130
 MQ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MQ0130'RECOVERED IN GOOD CONDITION.
 MQ0130
 MQ0130                          STATION RECOVERY (1981)
 MQ0130
 MQ0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MQ0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0361 ***********************************************************************
 MP0361  DESIGNATION -  R 116
 MP0361  PID         -  MP0361
 MP0361  STATE/COUNTY-  WY/SWEETWATER
 MP0361  USGS QUAD   -  RINER (1981)
 MP0361
 MP0361                         *CURRENT SURVEY CONTROL
 MP0361  ___________________________________________________________________
 MP0361* NAD 83(1986)-  41 43 21.     (N)    107 35 59.     (W)     SCALED    
 MP0361* NAVD 88     -      2064.883  (meters)    6774.54   (feet)  ADJUSTED  
 MP0361  ___________________________________________________________________
 MP0361  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MP0361  DYNAMIC HT  -        2063.052 (meters)    6768.53  (feet)  COMP
 MP0361  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 MP0361
 MP0361  VERT ORDER  -  FIRST     CLASS II
 MP0361
 MP0361.The horizontal coordinates were scaled from a topographic map and have
 MP0361.an estimated accuracy of +/- 6 seconds.
 MP0361
 MP0361.The orthometric height was determined by differential leveling
 MP0361.and adjusted by the National Geodetic Survey in June 1991..
 MP0361
 MP0361.The geoid height was determined by GEOID03.
 MP0361
 MP0361.The dynamic height is computed by dividing the NAVD 88
 MP0361.geopotential number by the normal gravity value computed on the
 MP0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0361.degrees latitude (g = 980.6199 gals.).
 MP0361
 MP0361.The modeled gravity was interpolated from observed gravity values.
 MP0361
 MP0361;                    North         East    Units  Estimated Accuracy
 MP0361;SPC WYWC     -   136,400.      695,710.      MT  (+/- 180 meters Scaled)
 MP0361
 MP0361                          SUPERSEDED SURVEY CONTROL
 MP0361
 MP0361  NGVD 29 (06/08/92) 2063.635  (m)         6770.44   (f) ADJUSTED    1 2
 MP0361
 MP0361.Superseded values are not recommended for survey control.
 MP0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0361.See file dsdata.txt to determine how the superseded data were derived.
 MP0361
 MP0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG837222(NAD 83)
 MP0361_MARKER: DB = BENCH MARK DISK
 MP0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0361_SP_SET: CULVERT
 MP0361_STAMPING: R 116 1956
 MP0361_MARK LOGO: CGS   
 MP0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0361
 MP0361  HISTORY     - Date     Condition        Report By
 MP0361  HISTORY     - 1956     MONUMENTED       CGS
 MP0361  HISTORY     - 1983     GOOD             NGS
 MP0361
 MP0361                          STATION DESCRIPTION
 MP0361
 MP0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0361'2.7 MI W FROM RINER.
 MP0361'2.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER TOWER
 MP0361'AT RINER, 2 1/2 RAILS EAST OF SEMAPHORE 7036, 16 FEET SOUTH OF THE
 MP0361'SOUTH RAIL OF THE SOUTH TRACK, 5 FEET BELOW THE TOP OF THE RAILS, SET
 MP0361'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE ARCH
 MP0361'CULVERT, IN SECTION 12, TOWNSHIP 20 NORTH, RANGE 91 WEST.
 MP0361
 MP0361                          STATION RECOVERY (1983)
 MP0361
 MP0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0151 ***********************************************************************
 NQ0151  DESIGNATION -  R 119
 NQ0151  PID         -  NQ0151
 NQ0151  STATE/COUNTY-  WY/PLATTE
 NQ0151  USGS QUAD   -  DWYER (1990)
 NQ0151
 NQ0151                         *CURRENT SURVEY CONTROL
 NQ0151  ___________________________________________________________________
 NQ0151* NAD 83(1986)-  42 07 41.     (N)    104 54 39.     (W)     SCALED    
 NQ0151* NAVD 88     -      1359.796  (meters)    4461.26   (feet)  ADJUSTED  
 NQ0151  ___________________________________________________________________
 NQ0151  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 NQ0151  DYNAMIC HT  -        1358.924 (meters)    4458.40  (feet)  COMP
 NQ0151  MODELED GRAV-     979,933.4   (mgal)                       NAVD 88
 NQ0151
 NQ0151  VERT ORDER  -  FIRST     CLASS II
 NQ0151
 NQ0151.The horizontal coordinates were scaled from a topographic map and have
 NQ0151.an estimated accuracy of +/- 6 seconds.
 NQ0151
 NQ0151.The orthometric height was determined by differential leveling
 NQ0151.and adjusted by the National Geodetic Survey in June 1991..
 NQ0151
 NQ0151.The geoid height was determined by GEOID03.
 NQ0151
 NQ0151.The dynamic height is computed by dividing the NAVD 88
 NQ0151.geopotential number by the normal gravity value computed on the
 NQ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0151.degrees latitude (g = 980.6199 gals.).
 NQ0151
 NQ0151.The modeled gravity was interpolated from observed gravity values.
 NQ0151
 NQ0151;                    North         East    Units  Estimated Accuracy
 NQ0151;SPC WY E     -   180,830.      221,150.      MT  (+/- 180 meters Scaled)
 NQ0151
 NQ0151                          SUPERSEDED SURVEY CONTROL
 NQ0151
 NQ0151  NGVD 29 (??/??/92) 1358.998  (m)         4458.65   (f) ADJ UNCH    1 2
 NQ0151
 NQ0151.Superseded values are not recommended for survey control.
 NQ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0151.See file dsdata.txt to determine how the superseded data were derived.
 NQ0151
 NQ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG073639(NAD 83)
 NQ0151_MARKER: DB = BENCH MARK DISK
 NQ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0151_STAMPING: R 119 1956
 NQ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0151+STABILITY: SURFACE MOTION
 NQ0151
 NQ0151  HISTORY     - Date     Condition        Report By
 NQ0151  HISTORY     - 1956     MONUMENTED       CGS
 NQ0151
 NQ0151                          STATION DESCRIPTION
 NQ0151
 NQ0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0151'6.5 MI NW FROM WHEATLAND.
 NQ0151'6.5 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0151'FROM THE STATION AT WHEATLAND, 178 FEET NORTHWEST OF THE
 NQ0151'NORTHWEST CORNER OF TRESTLE 220.49, 98 FEET SOUTH OF THE SOUTH
 NQ0151'RAIL, 37 FEET NORTHEAST OF A LARGE FORKED COTTONWOOD TREE,
 NQ0151'1.8 FEET SOUTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST,
 NQ0151'7 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 NQ0151'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE NORTHEAST
 NQ0151'1/4 OF SECTION 20, TOWNSHIP 25 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0210 ***********************************************************************
 PV0210  DESIGNATION -  R 120
 PV0210  PID         -  PV0210
 PV0210  STATE/COUNTY-  WY/CROOK
 PV0210  USGS QUAD   -  ROZET SE (1971)
 PV0210
 PV0210                         *CURRENT SURVEY CONTROL
 PV0210  ___________________________________________________________________
 PV0210* NAD 83(1986)-  44 16 48.     (N)    105 02 33.     (W)     SCALED    
 PV0210* NAVD 88     -      1285.198  (meters)    4216.52   (feet)  ADJUSTED  
 PV0210  ___________________________________________________________________
 PV0210  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 PV0210  DYNAMIC HT  -        1284.676 (meters)    4214.81  (feet)  COMP
 PV0210  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 PV0210
 PV0210  VERT ORDER  -  FIRST     CLASS II
 PV0210
 PV0210.The horizontal coordinates were scaled from a topographic map and have
 PV0210.an estimated accuracy of +/- 6 seconds.
 PV0210
 PV0210.The orthometric height was determined by differential leveling
 PV0210.and adjusted by the National Geodetic Survey in June 1991..
 PV0210.WARNING-Repeat measurements at this control monument indicate possible
 PV0210.vertical movement.
 PV0210
 PV0210.The geoid height was determined by GEOID03.
 PV0210
 PV0210.The dynamic height is computed by dividing the NAVD 88
 PV0210.geopotential number by the normal gravity value computed on the
 PV0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0210.degrees latitude (g = 980.6199 gals.).
 PV0210
 PV0210.The modeled gravity was interpolated from observed gravity values.
 PV0210
 PV0210;                    North         East    Units  Estimated Accuracy
 PV0210;SPC WY E     -   419,870.      209,910.      MT  (+/- 180 meters Scaled)
 PV0210
 PV0210                          SUPERSEDED SURVEY CONTROL
 PV0210
 PV0210  NGVD 29 (??/??/92) 1284.584  (m)         4214.51   (f) ADJ UNCH    1 2
 PV0210
 PV0210.Superseded values are not recommended for survey control.
 PV0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0210.See file dsdata.txt to determine how the superseded data were derived.
 PV0210
 PV0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK966029(NAD 83)
 PV0210_MARKER: DB = BENCH MARK DISK
 PV0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0210_SP_SET: CONCRETE POST
 PV0210_STAMPING: R 120 1957
 PV0210_MARK LOGO: CGS   
 PV0210_PROJECTION: PROJECTING 10 CENTIMETERS
 PV0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0210+STABILITY: SURFACE MOTION
 PV0210
 PV0210  HISTORY     - Date     Condition        Report By
 PV0210  HISTORY     - 1957     MONUMENTED       CGS
 PV0210  HISTORY     - 1985     GOOD             NGS
 PV0210  HISTORY     - 20000609 GOOD             USGS
 PV0210
 PV0210                          STATION DESCRIPTION
 PV0210
 PV0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0210'4.8 MI W FROM MOORCROFT.
 PV0210'4.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0210'FROM THE STATION AT MOORCROFT, 100 FEET NORTHWEST OF MILEPOST
 PV0210'574, 0.2 MILE WEST OF A ROAD CROSSING, 7 RAILS EAST OF THE EAST
 PV0210'END OF A BENCH CUT, 94 FEET NORTH OF THE NORTH RAIL, 55 FEET
 PV0210'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 16, 53 FEET NORTHWEST OF
 PV0210'A TELEPHONE POLE, 20 FEET SOUTHWEST OF POLE 4355, 2 1/2 FEET SOUTH
 PV0210'OF THE FENCE LINE, 1 1/2 FEET EAST OF A WITNESS POST, ABOUT 3 FEET
 PV0210'LOWER THAN THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 PV0210'6 INCHES.
 PV0210
 PV0210                          STATION RECOVERY (1985)
 PV0210
 PV0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0210'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--7.97 KM (4.95 MI) WEST ALONG
 PV0210'STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF US HIGHWAY
 PV0210'14 AT MOORCROFT, 49.7 METERS (163 FT) SOUTH OF THE HIGHWAY CENTERLINE.
 PV0210'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PV0210
 PV0210                          STATION RECOVERY (2000)
 PV0210
 PV0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0210'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0240 ***********************************************************************
 PV0240  DESIGNATION -  R 121
 PV0240  PID         -  PV0240
 PV0240  STATE/COUNTY-  WY/CAMPBELL
 PV0240  USGS QUAD   -  GILLETTE EAST (1971)
 PV0240
 PV0240                         *CURRENT SURVEY CONTROL
 PV0240  ___________________________________________________________________
 PV0240* NAD 83(1986)-  44 17 28.     (N)    105 28 32.     (W)     SCALED    
 PV0240* NAVD 88     -      1376.927  (meters)    4517.47   (feet)  ADJUSTED  
 PV0240  ___________________________________________________________________
 PV0240  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PV0240  DYNAMIC HT  -        1376.366 (meters)    4515.63  (feet)  COMP
 PV0240  MODELED GRAV-     980,161.9   (mgal)                       NAVD 88
 PV0240
 PV0240  VERT ORDER  -  FIRST     CLASS II
 PV0240
 PV0240.The horizontal coordinates were scaled from a topographic map and have
 PV0240.an estimated accuracy of +/- 6 seconds.
 PV0240
 PV0240.The orthometric height was determined by differential leveling
 PV0240.and adjusted by the National Geodetic Survey in June 1991..
 PV0240
 PV0240.The geoid height was determined by GEOID03.
 PV0240
 PV0240.The dynamic height is computed by dividing the NAVD 88
 PV0240.geopotential number by the normal gravity value computed on the
 PV0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0240.degrees latitude (g = 980.6199 gals.).
 PV0240
 PV0240.The modeled gravity was interpolated from observed gravity values.
 PV0240
 PV0240;                    North         East    Units  Estimated Accuracy
 PV0240;SPC WY E     -   421,140.      175,350.      MT  (+/- 180 meters Scaled)
 PV0240
 PV0240                          SUPERSEDED SURVEY CONTROL
 PV0240
 PV0240  NGVD 29 (??/??/92) 1376.286  (m)         4515.36   (f) ADJ UNCH    1 2
 PV0240
 PV0240.Superseded values are not recommended for survey control.
 PV0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0240.See file dsdata.txt to determine how the superseded data were derived.
 PV0240
 PV0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK620043(NAD 83)
 PV0240_MARKER: DB = BENCH MARK DISK
 PV0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0240_STAMPING: R 121 1957
 PV0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0240+STABILITY: SURFACE MOTION
 PV0240
 PV0240  HISTORY     - Date     Condition        Report By
 PV0240  HISTORY     - 1957     MONUMENTED       CGS
 PV0240  HISTORY     - 1971     MARK NOT FOUND   USGS
 PV0240  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0240
 PV0240                          STATION DESCRIPTION
 PV0240
 PV0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0240'1.4 MI E FROM GILLETTE.
 PV0240'1.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0240'FROM THE STATION AT GILLETTE, AT WHAT WAS FORMERLY KNOWN AS
 PV0240'GILLETTE AIRPARK (NOW A FARM EQUIPMENT YARD AND HAY FIELD),
 PV0240'433 FEET EAST OF THE CENTER OF THE ENTRANCE TO THE FIELD, 201
 PV0240'FEET SOUTH AND ACROSS U.S. HIGHWAY 16 FROM THE SOUTH RAIL, 63
 PV0240'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTHEAST
 PV0240'OF THE NORTHEAST CORNER OF THE MOST EASTERLY HANGAR, 5 1/2 FEET
 PV0240'SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTH OF THE FENCE 1 1/2
 PV0240'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET HIGHER
 PV0240'THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 PV0240'7 INCHES.
 PV0240
 PV0240                          STATION RECOVERY (1971)
 PV0240
 PV0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PV0240'MARK NOT FOUND.
 PV0240
 PV0240                          STATION RECOVERY (1985)
 PV0240
 PV0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0240'NOT RECOVERED.  AREA DESCRIBED NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0296 ***********************************************************************
 PV0296  DESIGNATION -  R 122
 PV0296  PID         -  PV0296
 PV0296  STATE/COUNTY-  WY/CAMPBELL
 PV0296  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0296
 PV0296                         *CURRENT SURVEY CONTROL
 PV0296  ___________________________________________________________________
 PV0296* NAD 83(1986)-  44 24 18.     (N)    105 49 02.     (W)     SCALED    
 PV0296* NAVD 88     -      1285.910  (meters)    4218.86   (feet)  ADJUSTED  
 PV0296  ___________________________________________________________________
 PV0296  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 PV0296  DYNAMIC HT  -        1285.386 (meters)    4217.14  (feet)  COMP
 PV0296  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 PV0296  OBS GRAVITY -     980,167.1   (mgal)                       GRAV_OBS
 PV0296
 PV0296  VERT ORDER  -  FIRST     CLASS II
 PV0296
 PV0296.The horizontal coordinates were scaled from a topographic map and have
 PV0296.an estimated accuracy of +/- 6 seconds.
 PV0296
 PV0296.The orthometric height was determined by differential leveling
 PV0296.and adjusted by the National Geodetic Survey in June 1991..
 PV0296
 PV0296.The geoid height was determined by GEOID03.
 PV0296
 PV0296.The dynamic height is computed by dividing the NAVD 88
 PV0296.geopotential number by the normal gravity value computed on the
 PV0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0296.degrees latitude (g = 980.6199 gals.).
 PV0296
 PV0296.The modeled gravity was interpolated from observed gravity values.
 PV0296.The observed gravity was obtained from relative gravimeter ties
 PV0296.to the IGSN71 gravity network.
 PV0296
 PV0296;                    North         East    Units  Estimated Accuracy
 PV0296;SPC WY E     -   433,950.      148,180.      MT  (+/- 180 meters Scaled)
 PV0296
 PV0296                          SUPERSEDED SURVEY CONTROL
 PV0296
 PV0296  NGVD 29 (??/??/92) 1285.233  (m)         4216.64   (f) ADJ UNCH    1 2
 PV0296
 PV0296.Superseded values are not recommended for survey control.
 PV0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0296.See file dsdata.txt to determine how the superseded data were derived.
 PV0296
 PV0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK349171(NAD 83)
 PV0296_MARKER: DB = BENCH MARK DISK
 PV0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0296_STAMPING: R 122 1957
 PV0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0296+STABILITY: SURFACE MOTION
 PV0296
 PV0296  HISTORY     - Date     Condition        Report By
 PV0296  HISTORY     - 1957     MONUMENTED       CGS
 PV0296
 PV0296                          STATION DESCRIPTION
 PV0296
 PV0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0296'19.3 MI NW FROM GILLETTE.
 PV0296'ABOUT 19.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0296'QUINCY RAILROAD FROM THE STATION AT GILLETTE, 0.5 MILE NORTHWEST
 PV0296'OF MILEPOST 616, 90 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 PV0296'195 FEET SOUTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 41
 PV0296'FEET SOUTHEAST OF THE CENTER OF A GATE, 53 FEET SOUTHEAST OF A
 PV0296'T FENCE CORNER, 34 FEET NORTHEAST OF THE CENTER OF A DIRT ROAD,
 PV0296'2 1/2 FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A CONCRETE
 PV0296'WITNESS POST, 1 FOOT BELOW THE TRACK AND IN THE TOP OF A CONCRETE
 PV0296'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0310 ***********************************************************************
 PV0310  DESIGNATION -  R 123
 PV0310  PID         -  PV0310
 PV0310  STATE/COUNTY-  WY/CAMPBELL
 PV0310  USGS QUAD   -  CROTON (1972)
 PV0310
 PV0310                         *CURRENT SURVEY CONTROL
 PV0310  ___________________________________________________________________
 PV0310* NAD 83(1986)-  44 30 26.     (N)    105 56 04.     (W)     SCALED    
 PV0310* NAVD 88     -      1209.967  (meters)    3969.70   (feet)  ADJUSTED  
 PV0310  ___________________________________________________________________
 PV0310  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 PV0310  DYNAMIC HT  -        1209.503 (meters)    3968.18  (feet)  COMP
 PV0310  MODELED GRAV-     980,192.5   (mgal)                       NAVD 88
 PV0310
 PV0310  VERT ORDER  -  FIRST     CLASS II
 PV0310
 PV0310.The horizontal coordinates were scaled from a topographic map and have
 PV0310.an estimated accuracy of +/- 6 seconds.
 PV0310
 PV0310.The orthometric height was determined by differential leveling
 PV0310.and adjusted by the National Geodetic Survey in June 1991..
 PV0310
 PV0310.The geoid height was determined by GEOID03.
 PV0310
 PV0310.The dynamic height is computed by dividing the NAVD 88
 PV0310.geopotential number by the normal gravity value computed on the
 PV0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0310.degrees latitude (g = 980.6199 gals.).
 PV0310
 PV0310.The modeled gravity was interpolated from observed gravity values.
 PV0310
 PV0310;                    North         East    Units  Estimated Accuracy
 PV0310;SPC WY E     -   445,390.      138,950.      MT  (+/- 180 meters Scaled)
 PV0310
 PV0310                          SUPERSEDED SURVEY CONTROL
 PV0310
 PV0310  NGVD 29 (??/??/92) 1209.299  (m)         3967.51   (f) ADJ UNCH    1 2
 PV0310
 PV0310.Superseded values are not recommended for survey control.
 PV0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0310.See file dsdata.txt to determine how the superseded data were derived.
 PV0310
 PV0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK257286(NAD 83)
 PV0310_MARKER: DB = BENCH MARK DISK
 PV0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0310_STAMPING: R 123 1957
 PV0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0310+STABILITY: SURFACE MOTION
 PV0310
 PV0310  HISTORY     - Date     Condition        Report By
 PV0310  HISTORY     - 1957     MONUMENTED       CGS
 PV0310
 PV0310                          STATION DESCRIPTION
 PV0310
 PV0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0310'15.2 MI SE FROM ARVADA.
 PV0310'ABOUT 15.25 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 PV0310'QUINCY RAILROAD FROM THE STATION AT ARVADA, 51 FEET SOUTHEAST
 PV0310'OF THE 10TH POLE SOUTHEAST OF MILEPOST 626, 42 FEET NORTH-NORTHEAST
 PV0310'OF THE NEAR RAIL, 58 FEET NORTHEAST OF THE CENTER OF A PRIVATE
 PV0310'ROAD CROSSING, 36 FEET EAST-SOUTHEAST OF THE CENTER OF A GATE,
 PV0310'3 FEET SOUTHWEST OF THE FENCE LINE, 2 FEET SOUTHEAST OF A WHITE
 PV0310'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK AND IN THE
 PV0310'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0025 ***********************************************************************
 OU0025  DESIGNATION -  R 124
 OU0025  PID         -  OU0025
 OU0025  STATE/COUNTY-  WY/WESTON
 OU0025  USGS QUAD   -  CLIFTON (1951)
 OU0025
 OU0025                         *CURRENT SURVEY CONTROL
 OU0025  ___________________________________________________________________
 OU0025* NAD 83(1986)-  43 38 48.     (N)    104 05 58.     (W)     SCALED    
 OU0025* NAVD 88     -      1203.334  (meters)    3947.94   (feet)  ADJUSTED  
 OU0025  ___________________________________________________________________
 OU0025  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 OU0025  DYNAMIC HT  -        1202.832 (meters)    3946.29  (feet)  COMP
 OU0025  MODELED GRAV-     980,159.3   (mgal)                       NAVD 88
 OU0025
 OU0025  VERT ORDER  -  FIRST     CLASS II
 OU0025
 OU0025.The horizontal coordinates were scaled from a topographic map and have
 OU0025.an estimated accuracy of +/- 6 seconds.
 OU0025
 OU0025.The orthometric height was determined by differential leveling
 OU0025.and adjusted by the National Geodetic Survey in June 1991..
 OU0025
 OU0025.The geoid height was determined by GEOID03.
 OU0025
 OU0025.The dynamic height is computed by dividing the NAVD 88
 OU0025.geopotential number by the normal gravity value computed on the
 OU0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0025.degrees latitude (g = 980.6199 gals.).
 OU0025
 OU0025.The modeled gravity was interpolated from observed gravity values.
 OU0025
 OU0025;                    North         East    Units  Estimated Accuracy
 OU0025;SPC WY E     -   350,050.      286,100.      MT  (+/- 180 meters Scaled)
 OU0025
 OU0025                          SUPERSEDED SURVEY CONTROL
 OU0025
 OU0025  NGVD 29 (??/??/92) 1202.748  (m)         3946.02   (f) ADJ UNCH    1 2
 OU0025
 OU0025.Superseded values are not recommended for survey control.
 OU0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0025.See file dsdata.txt to determine how the superseded data were derived.
 OU0025
 OU0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ726330(NAD 83)
 OU0025_MARKER: DB = BENCH MARK DISK
 OU0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OU0025_SP_SET: BRIDGE
 OU0025_STAMPING: R 124 1957
 OU0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0025
 OU0025  HISTORY     - Date     Condition        Report By
 OU0025  HISTORY     - 1957     MONUMENTED       CGS
 OU0025
 OU0025                          STATION DESCRIPTION
 OU0025
 OU0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0025'16 MI SE FROM NEWCASTLE.
 OU0025'ABOUT 16.05 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0025'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, 0.5 MILE NORTH OF
 OU0025'THE STATION SIGN AT CLIFTON, IN SECTION 5, T. 42 N., R. 60 W.,
 OU0025'IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF BRIDGE
 OU0025'504.59, 21 1/2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK AND
 OU0025'ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0014 ***********************************************************************
 PW0014  DESIGNATION -  R 126
 PW0014  PID         -  PW0014
 PW0014  STATE/COUNTY-  WY/SHERIDAN
 PW0014  USGS QUAD   -  ARVADA NE (1971)
 PW0014
 PW0014                         *CURRENT SURVEY CONTROL
 PW0014  ___________________________________________________________________
 PW0014* NAD 83(1986)-  44 40 02.     (N)    106 07 25.     (W)     SCALED    
 PW0014* NAVD 88     -      1126.004  (meters)    3694.23   (feet)  ADJUSTED  
 PW0014  ___________________________________________________________________
 PW0014  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 PW0014  DYNAMIC HT  -        1125.590 (meters)    3692.87  (feet)  COMP
 PW0014  MODELED GRAV-     980,212.4   (mgal)                       NAVD 88
 PW0014
 PW0014  VERT ORDER  -  FIRST     CLASS II
 PW0014
 PW0014.The horizontal coordinates were scaled from a topographic map and have
 PW0014.an estimated accuracy of +/- 6 seconds.
 PW0014
 PW0014.The orthometric height was determined by differential leveling
 PW0014.and adjusted by the National Geodetic Survey in June 1991..
 PW0014
 PW0014.The geoid height was determined by GEOID03.
 PW0014
 PW0014.The dynamic height is computed by dividing the NAVD 88
 PW0014.geopotential number by the normal gravity value computed on the
 PW0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0014.degrees latitude (g = 980.6199 gals.).
 PW0014
 PW0014.The modeled gravity was interpolated from observed gravity values.
 PW0014
 PW0014;                    North         East    Units  Estimated Accuracy
 PW0014;SPC WYEC     -   563,600.      495,930.      MT  (+/- 180 meters Scaled)
 PW0014
 PW0014                          SUPERSEDED SURVEY CONTROL
 PW0014
 PW0014  NGVD 29 (??/??/92) 1125.329  (m)         3692.02   (f) ADJ UNCH    1 2
 PW0014
 PW0014.Superseded values are not recommended for survey control.
 PW0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0014.See file dsdata.txt to determine how the superseded data were derived.
 PW0014
 PW0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK109465(NAD 83)
 PW0014_MARKER: DB = BENCH MARK DISK
 PW0014_SETTING: 66 = SET IN ROCK OUTCROP
 PW0014_SP_SET: SANDSTONE OUTCROP
 PW0014_STAMPING: R 126 1957
 PW0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0014+STABILITY: POSITION/ELEVATION WELL
 PW0014
 PW0014  HISTORY     - Date     Condition        Report By
 PW0014  HISTORY     - 1957     MONUMENTED       CGS
 PW0014
 PW0014                          STATION DESCRIPTION
 PW0014
 PW0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0014'1.0 MI N FROM ARVADA.
 PW0014'1.0 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0014'THE STATION AT ARVADA, 72 1/2 FEET NORTH OF MILEPOST 642, AT THE NORTH
 PW0014'END OF A CUT AND NEAR THE CENTER OF A CURVE, 14 FEET EAST OF THE EAST
 PW0014'RAIL, IN THE TOP OF A LARGE SANDSTONE OUTCROP AND ABOUT 1 FOOT ABOVE
 PW0014'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0024 ***********************************************************************
 PW0024  DESIGNATION -  R 127
 PW0024  PID         -  PW0024
 PW0024  STATE/COUNTY-  WY/SHERIDAN
 PW0024  USGS QUAD   -  LEITER (1971)
 PW0024
 PW0024                         *CURRENT SURVEY CONTROL
 PW0024  ___________________________________________________________________
 PW0024* NAD 83(1986)-  44 43 23.     (N)    106 15 25.     (W)     SCALED    
 PW0024* NAVD 88     -      1140.189  (meters)    3740.77   (feet)  ADJUSTED  
 PW0024  ___________________________________________________________________
 PW0024  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 PW0024  DYNAMIC HT  -        1139.770 (meters)    3739.40  (feet)  COMP
 PW0024  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 PW0024
 PW0024  VERT ORDER  -  FIRST     CLASS II
 PW0024
 PW0024.The horizontal coordinates were scaled from a topographic map and have
 PW0024.an estimated accuracy of +/- 6 seconds.
 PW0024
 PW0024.The orthometric height was determined by differential leveling
 PW0024.and adjusted by the National Geodetic Survey in June 1991..
 PW0024
 PW0024.The geoid height was determined by GEOID03.
 PW0024
 PW0024.The dynamic height is computed by dividing the NAVD 88
 PW0024.geopotential number by the normal gravity value computed on the
 PW0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0024.degrees latitude (g = 980.6199 gals.).
 PW0024
 PW0024.The modeled gravity was interpolated from observed gravity values.
 PW0024
 PW0024;                    North         East    Units  Estimated Accuracy
 PW0024;SPC WYEC     -   569,650.      485,270.      MT  (+/- 180 meters Scaled)
 PW0024
 PW0024                          SUPERSEDED SURVEY CONTROL
 PW0024
 PW0024  NGVD 29 (??/??/92) 1139.502  (m)         3738.52   (f) ADJ UNCH    1 2
 PW0024
 PW0024.Superseded values are not recommended for survey control.
 PW0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0024.See file dsdata.txt to determine how the superseded data were derived.
 PW0024
 PW0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK004529(NAD 83)
 PW0024_MARKER: DB = BENCH MARK DISK
 PW0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0024_SP_SET: ABUTMENT
 PW0024_STAMPING: R 127 1957
 PW0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0024
 PW0024  HISTORY     - Date     Condition        Report By
 PW0024  HISTORY     - 1957     MONUMENTED       CGS
 PW0024
 PW0024                          STATION DESCRIPTION
 PW0024
 PW0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0024'9.25 MI NE FROM CLEARMONT.
 PW0024'9.25 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0024'FROM THE STATION AT CLEARMONT, ABOUT 0.55 MILE EAST OF THE LEITER
 PW0024'SIDING SIGN, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT
 PW0024'OF BRIDGE NUMBER 651.46, 5 1/2 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT
 PW0024'3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0210 ***********************************************************************
 PW0210  DESIGNATION -  R 129
 PW0210  PID         -  PW0210
 PW0210  STATE/COUNTY-  WY/SHERIDAN
 PW0210  USGS QUAD   -  MONARCH (1978)
 PW0210
 PW0210                         *CURRENT SURVEY CONTROL
 PW0210  ___________________________________________________________________
 PW0210* NAD 83(1986)-  44 54 30.     (N)    107 02 51.     (W)     SCALED    
 PW0210* NAVD 88     -      1118.688  (meters)    3670.23   (feet)  ADJUSTED  
 PW0210  ___________________________________________________________________
 PW0210  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 PW0210  DYNAMIC HT  -        1118.302 (meters)    3668.96  (feet)  COMP
 PW0210  MODELED GRAV-     980,234.2   (mgal)                       NAVD 88
 PW0210
 PW0210  VERT ORDER  -  FIRST     CLASS II
 PW0210
 PW0210.The horizontal coordinates were scaled from a topographic map and have
 PW0210.an estimated accuracy of +/- 6 seconds.
 PW0210
 PW0210.The orthometric height was determined by differential leveling
 PW0210.and adjusted by the National Geodetic Survey in June 1991..
 PW0210
 PW0210.The geoid height was determined by GEOID03.
 PW0210
 PW0210.The dynamic height is computed by dividing the NAVD 88
 PW0210.geopotential number by the normal gravity value computed on the
 PW0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0210.degrees latitude (g = 980.6199 gals.).
 PW0210
 PW0210.The modeled gravity was interpolated from observed gravity values.
 PW0210
 PW0210;                    North         East    Units  Estimated Accuracy
 PW0210;SPC WYEC     -   589,720.      422,570.      MT  (+/- 180 meters Scaled)
 PW0210
 PW0210                          SUPERSEDED SURVEY CONTROL
 PW0210
 PW0210  NGVD 29 (??/??/92) 1117.953  (m)         3667.82   (f) ADJ UNCH    1 2
 PW0210
 PW0210.Superseded values are not recommended for survey control.
 PW0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0210.See file dsdata.txt to determine how the superseded data were derived.
 PW0210
 PW0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK383748(NAD 83)
 PW0210_MARKER: DB = BENCH MARK DISK
 PW0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0210_SP_SET: ABUTMENT
 PW0210_STAMPING: R 129 1957
 PW0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0210
 PW0210  HISTORY     - Date     Condition        Report By
 PW0210  HISTORY     - 1957     MONUMENTED       CGS
 PW0210
 PW0210                          STATION DESCRIPTION
 PW0210
 PW0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0210'1.05 MI W FROM KLEENBURN.
 PW0210'ABOUT 1.05 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0210'RAILROAD FROM THE STATION AT KLEENBURN, IN THE TOP OF THE NORTH END OF
 PW0210'THE WEST CONCRETE ABUTMENT OF BRIDGE NUMBER 709.15 OVER SLATER CREEK,
 PW0210'6 FEET NORTH OF THE NORTH RAIL, 3 1/2 RAILS EAST OF A ROAD CROSSING,
 PW0210'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0178 ***********************************************************************
 MO0178  DESIGNATION -  R 130
 MO0178  PID         -  MO0178
 MO0178  STATE/COUNTY-  WY/LARAMIE
 MO0178  USGS QUAD   -  POLE CREEK RANCH (1991)
 MO0178
 MO0178                         *CURRENT SURVEY CONTROL
 MO0178  ___________________________________________________________________
 MO0178* NAD 83(1986)-  41 18 52.     (N)    104 42 28.     (W)     SCALED    
 MO0178* NAVD 88     -      1825.783  (meters)    5990.09   (feet)  ADJUSTED  
 MO0178  ___________________________________________________________________
 MO0178  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 MO0178  DYNAMIC HT  -        1824.244 (meters)    5985.04  (feet)  COMP
 MO0178  MODELED GRAV-     979,715.9   (mgal)                       NAVD 88
 MO0178
 MO0178  VERT ORDER  -  SECOND    CLASS 0
 MO0178
 MO0178.The horizontal coordinates were scaled from a topographic map and have
 MO0178.an estimated accuracy of +/- 6 seconds.
 MO0178
 MO0178.The orthometric height was determined by differential leveling
 MO0178.and adjusted by the National Geodetic Survey in June 1991..
 MO0178
 MO0178.The geoid height was determined by GEOID03.
 MO0178
 MO0178.The dynamic height is computed by dividing the NAVD 88
 MO0178.geopotential number by the normal gravity value computed on the
 MO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0178.degrees latitude (g = 980.6199 gals.).
 MO0178
 MO0178.The modeled gravity was interpolated from observed gravity values.
 MO0178
 MO0178;                    North         East    Units  Estimated Accuracy
 MO0178;SPC WY E     -    90,540.      238,420.      MT  (+/- 180 meters Scaled)
 MO0178
 MO0178                          SUPERSEDED SURVEY CONTROL
 MO0178
 MO0178  NGVD 29 (??/??/92) 1824.809  (m)         5986.89   (f) ADJ UNCH    2 0
 MO0178
 MO0178.Superseded values are not recommended for survey control.
 MO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0178.See file dsdata.txt to determine how the superseded data were derived.
 MO0178
 MO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF244737(NAD 83)
 MO0178_MARKER: DB = BENCH MARK DISK
 MO0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0178_STAMPING: R 130 1959
 MO0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0178+STABILITY: SURFACE MOTION
 MO0178
 MO0178  HISTORY     - Date     Condition        Report By
 MO0178  HISTORY     - 1959     MONUMENTED       CGS
 MO0178
 MO0178                          STATION DESCRIPTION
 MO0178
 MO0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0178'15.9 MI NE FROM CHEYENNE.
 MO0178'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0178'CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE 5.7
 MO0178'MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 9.0 MILES NORTHEAST
 MO0178'ON U.S. HIGHWAY 85, 73 FEET SOUTHEAST OF THE CENTER LINE OF THE
 MO0178'HIGHWAY, 1.8 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT
 MO0178'NORTHWEST OF THE RIGHT OF WAY FENCE ABOUT 5 FEET LOWER THAN THE
 MO0178'HIGHWAY.  SET IN A CONCRETE POST LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0250 ***********************************************************************
 MQ0250  DESIGNATION -  R 131
 MQ0250  PID         -  MQ0250
 MQ0250  STATE/COUNTY-  WY/SWEETWATER
 MQ0250  USGS QUAD   -  PERU (1980)
 MQ0250
 MQ0250                         *CURRENT SURVEY CONTROL
 MQ0250  ___________________________________________________________________
 MQ0250* NAD 83(1986)-  41 33 15.     (N)    109 34 54.     (W)     SCALED    
 MQ0250* NAVD 88     -      1949.528  (meters)    6396.08   (feet)  ADJUSTED  
 MQ0250  ___________________________________________________________________
 MQ0250  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 MQ0250  DYNAMIC HT  -        1947.818 (meters)    6390.47  (feet)  COMP
 MQ0250  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 MQ0250
 MQ0250  VERT ORDER  -  FIRST     CLASS II
 MQ0250
 MQ0250.The horizontal coordinates were scaled from a topographic map and have
 MQ0250.an estimated accuracy of +/- 6 seconds.
 MQ0250
 MQ0250.The orthometric height was determined by differential leveling
 MQ0250.and adjusted by the National Geodetic Survey in June 1991..
 MQ0250
 MQ0250.The geoid height was determined by GEOID03.
 MQ0250
 MQ0250.The dynamic height is computed by dividing the NAVD 88
 MQ0250.geopotential number by the normal gravity value computed on the
 MQ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0250.degrees latitude (g = 980.6199 gals.).
 MQ0250
 MQ0250.The modeled gravity was interpolated from observed gravity values.
 MQ0250
 MQ0250;                    North         East    Units  Estimated Accuracy
 MQ0250;SPC WYWC     -   117,400.      530,620.      MT  (+/- 180 meters Scaled)
 MQ0250
 MQ0250                          SUPERSEDED SURVEY CONTROL
 MQ0250
 MQ0250  NGVD 29 (06/08/92) 1948.189  (m)         6391.68   (f) ADJUSTED    1 2
 MQ0250
 MQ0250.Superseded values are not recommended for survey control.
 MQ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0250.See file dsdata.txt to determine how the superseded data were derived.
 MQ0250
 MQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM182012(NAD 83)
 MQ0250_MARKER: DB = BENCH MARK DISK
 MQ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0250_STAMPING: R 131 1958
 MQ0250_MARK LOGO: CGS   
 MQ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0250+STABILITY: SURFACE MOTION
 MQ0250
 MQ0250  HISTORY     - Date     Condition        Report By
 MQ0250  HISTORY     - 1958     MONUMENTED       CGS
 MQ0250  HISTORY     - 1983     GOOD             NGS
 MQ0250
 MQ0250                          STATION DESCRIPTION
 MQ0250
 MQ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0250'6.85 MI W FROM GREEN RIVER.
 MQ0250'ABOUT 6.85 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0250'GREEN RIVER, AT THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH TO PERU,
 MQ0250'183 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET EAST OF
 MQ0250'THE CENTER LINE OF THE GRAVELED ROAD, 2 1/2 FEET SOUTHWEST OF A
 MQ0250'CONCRETE WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF
 MQ0250'A CONCRETE POST PROJECTING 6 INCHES.
 MQ0250
 MQ0250                          STATION RECOVERY (1983)
 MQ0250
 MQ0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0250'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0250'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0005 ***********************************************************************
 MR0005  DESIGNATION -  R 132
 MR0005  PID         -  MR0005
 MR0005  STATE/COUNTY-  WY/UINTA
 MR0005  USGS QUAD   -  VERNE (1969)
 MR0005
 MR0005                         *CURRENT SURVEY CONTROL
 MR0005  ___________________________________________________________________
 MR0005* NAD 83(1986)-  41 34 21.     (N)    110 03 15.     (W)     SCALED    
 MR0005* NAVD 88     -      1923.743  (meters)    6311.48   (feet)  ADJUSTED  
 MR0005  ___________________________________________________________________
 MR0005  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 MR0005  DYNAMIC HT  -        1922.089 (meters)    6306.05  (feet)  COMP
 MR0005  MODELED GRAV-     979,695.5   (mgal)                       NAVD 88
 MR0005
 MR0005  VERT ORDER  -  FIRST     CLASS II
 MR0005
 MR0005.The horizontal coordinates were scaled from a topographic map and have
 MR0005.an estimated accuracy of +/- 6 seconds.
 MR0005
 MR0005.The orthometric height was determined by differential leveling
 MR0005.and adjusted by the National Geodetic Survey in June 1991..
 MR0005
 MR0005.The geoid height was determined by GEOID03.
 MR0005
 MR0005.The dynamic height is computed by dividing the NAVD 88
 MR0005.geopotential number by the normal gravity value computed on the
 MR0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0005.degrees latitude (g = 980.6199 gals.).
 MR0005
 MR0005.The modeled gravity was interpolated from observed gravity values.
 MR0005
 MR0005;                    North         East    Units  Estimated Accuracy
 MR0005;SPC WY W     -   219,100.      802,430.      MT  (+/- 180 meters Scaled)
 MR0005
 MR0005                          SUPERSEDED SURVEY CONTROL
 MR0005
 MR0005  NGVD 29 (06/08/92) 1922.432  (m)         6307.18   (f) ADJUSTED    1 2
 MR0005
 MR0005.Superseded values are not recommended for survey control.
 MR0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0005.See file dsdata.txt to determine how the superseded data were derived.
 MR0005
 MR0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM788027(NAD 83)
 MR0005_MARKER: DB = BENCH MARK DISK
 MR0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0005_SP_SET: PILLAR
 MR0005_STAMPING: R 132 1958
 MR0005_MARK LOGO: CGS   
 MR0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0005
 MR0005  HISTORY     - Date     Condition        Report By
 MR0005  HISTORY     - 1958     MONUMENTED       CGS
 MR0005  HISTORY     - 1983     GOOD             NGS
 MR0005
 MR0005                          STATION DESCRIPTION
 MR0005
 MR0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0005'4.8 MI SW FROM GRANGER.
 MR0005'ABOUT 4.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0005'STATION AT GRANGER, IN THE TOP OF THE NORTH END OF THE MOST EASTERLY
 MR0005'CONCRETE PILLAR OF BRIDGE NUMBER 851.98, 6 FEET NORTH OF THE NORTH
 MR0005'RAIL, AND ABOUT 4 FEET BELOW THE TRACKS.
 MR0005
 MR0005                          STATION RECOVERY (1983)
 MR0005
 MR0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0061 ***********************************************************************
 MR0061  DESIGNATION -  R 133
 MR0061  PID         -  MR0061
 MR0061  STATE/COUNTY-  WY/UINTA
 MR0061  USGS QUAD   -  CARTER (1964)
 MR0061
 MR0061                         *CURRENT SURVEY CONTROL
 MR0061  ___________________________________________________________________
 MR0061* NAD 83(1986)-  41 26 39.     (N)    110 25 08.     (W)     SCALED    
 MR0061* NAVD 88     -      1979.333  (meters)    6493.86   (feet)  ADJUSTED  
 MR0061  ___________________________________________________________________
 MR0061  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 MR0061  DYNAMIC HT  -        1977.624 (meters)    6488.25  (feet)  COMP
 MR0061  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 MR0061
 MR0061  VERT ORDER  -  FIRST     CLASS II
 MR0061
 MR0061.The horizontal coordinates were scaled from a topographic map and have
 MR0061.an estimated accuracy of +/- 6 seconds.
 MR0061
 MR0061.The orthometric height was determined by differential leveling
 MR0061.and adjusted by the National Geodetic Survey in June 1991..
 MR0061
 MR0061.The geoid height was determined by GEOID03.
 MR0061
 MR0061.The dynamic height is computed by dividing the NAVD 88
 MR0061.geopotential number by the normal gravity value computed on the
 MR0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0061.degrees latitude (g = 980.6199 gals.).
 MR0061
 MR0061.The modeled gravity was interpolated from observed gravity values.
 MR0061
 MR0061;                    North         East    Units  Estimated Accuracy
 MR0061;SPC WY W     -   204,900.      771,960.      MT  (+/- 180 meters Scaled)
 MR0061
 MR0061                          SUPERSEDED SURVEY CONTROL
 MR0061
 MR0061  NGVD 29 (06/08/92) 1978.067  (m)         6489.71   (f) ADJUSTED    1 2
 MR0061
 MR0061.Superseded values are not recommended for survey control.
 MR0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0061.See file dsdata.txt to determine how the superseded data were derived.
 MR0061
 MR0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL485882(NAD 83)
 MR0061_MARKER: DB = BENCH MARK DISK
 MR0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0061_STAMPING: R 133 1958
 MR0061_MARK LOGO: CGS   
 MR0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0061+STABILITY: SURFACE MOTION
 MR0061
 MR0061  HISTORY     - Date     Condition        Report By
 MR0061  HISTORY     - 1958     MONUMENTED       CGS
 MR0061  HISTORY     - 1983     GOOD             NGS
 MR0061
 MR0061                          STATION DESCRIPTION
 MR0061
 MR0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0061'0.7 MI NE FROM CARTER.
 MR0061'ABOUT 0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0061'STATION AT CARTER, 8 POLES NORTHEAST OF MILEPOST 875, 198 FEET
 MR0061'NORTHWEST OF THE NORTHWEST RAIL, 67 FEET SOUTHEAST OF THE CENTER LINE
 MR0061'OF A TRAIL ROAD, 2 FEET NORTHWEST OF A RIGHT OF WAY FENCE, 2 FEET
 MR0061'SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 MR0061'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0061
 MR0061                          STATION RECOVERY (1983)
 MR0061
 MR0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0131 ***********************************************************************
 MR0131  DESIGNATION -  R 134
 MR0131  PID         -  MR0131
 MR0131  STATE/COUNTY-  WY/UINTA
 MR0131  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0131
 MR0131                         *CURRENT SURVEY CONTROL
 MR0131  ___________________________________________________________________
 MR0131* NAD 83(1986)-  41 12 10.     (N)    110 45 32.     (W)     SCALED    
 MR0131* NAVD 88     -      2196.756  (meters)    7207.19   (feet)  ADJUSTED  
 MR0131  ___________________________________________________________________
 MR0131  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MR0131  DYNAMIC HT  -        2194.683 (meters)    7200.39  (feet)  COMP
 MR0131  MODELED GRAV-     979,601.3   (mgal)                       NAVD 88
 MR0131
 MR0131  VERT ORDER  -  FIRST     CLASS II
 MR0131
 MR0131.The horizontal coordinates were scaled from a topographic map and have
 MR0131.an estimated accuracy of +/- 6 seconds.
 MR0131
 MR0131.The orthometric height was determined by differential leveling
 MR0131.and adjusted by the National Geodetic Survey in June 1991..
 MR0131
 MR0131.The geoid height was determined by GEOID03.
 MR0131
 MR0131.The dynamic height is computed by dividing the NAVD 88
 MR0131.geopotential number by the normal gravity value computed on the
 MR0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0131.degrees latitude (g = 980.6199 gals.).
 MR0131
 MR0131.The modeled gravity was interpolated from observed gravity values.
 MR0131
 MR0131;                    North         East    Units  Estimated Accuracy
 MR0131;SPC WY W     -   178,260.      743,340.      MT  (+/- 180 meters Scaled)
 MR0131
 MR0131                          SUPERSEDED SURVEY CONTROL
 MR0131
 MR0131  NGVD 29 (??/??/92) 2195.299  (m)         7202.41   (f) ADJ UNCH    1 2
 MR0131
 MR0131.Superseded values are not recommended for survey control.
 MR0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0131.See file dsdata.txt to determine how the superseded data were derived.
 MR0131
 MR0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL202612(NAD 83)
 MR0131_MARKER: DB = BENCH MARK DISK
 MR0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0131_SP_SET: RETAINING WALL
 MR0131_STAMPING: R 134 1958
 MR0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0131
 MR0131  HISTORY     - Date     Condition        Report By
 MR0131  HISTORY     - 1958     MONUMENTED       CGS
 MR0131  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0131
 MR0131                          STATION DESCRIPTION
 MR0131
 MR0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0131'1.5 MI E FROM ALTAMONT.
 MR0131'ABOUT 1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0131'AT ALTAMONT, AT THE EAST END OF THE ASPEN TUNNEL, IN THE TOP OF A 2 X
 MR0131'3 FOOT CONCRETE BLOCK, 15 FEET EAST OF THE EAST END OF THE TUNNEL, 2
 MR0131'FEET NORTH OF THE RETAINING WALL, 6 1/2 FEET SOUTH OF THE SOUTH RAIL,
 MR0131'AND ABOUT LEVEL WITH THE TRACKS.
 MR0131
 MR0131                          STATION RECOVERY (1983)
 MR0131
 MR0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0119 ***********************************************************************
 MR0119  DESIGNATION -  R 135
 MR0119  PID         -  MR0119
 MR0119  STATE/COUNTY-  WY/UINTA
 MR0119  USGS QUAD   -  LEROY (1978)
 MR0119
 MR0119                         *CURRENT SURVEY CONTROL
 MR0119  ___________________________________________________________________
 MR0119* NAD 83(1986)-  41 19 22.     (N)    110 37 13.     (W)     SCALED    
 MR0119* NAVD 88     -      2047.452  (meters)    6717.35   (feet)  ADJUSTED  
 MR0119  ___________________________________________________________________
 MR0119  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 MR0119  DYNAMIC HT  -        2045.615 (meters)    6711.32  (feet)  COMP
 MR0119  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 MR0119
 MR0119  VERT ORDER  -  FIRST     CLASS II
 MR0119
 MR0119.The horizontal coordinates were scaled from a topographic map and have
 MR0119.an estimated accuracy of +/- 6 seconds.
 MR0119
 MR0119.The orthometric height was determined by differential leveling
 MR0119.and adjusted by the National Geodetic Survey in June 1991..
 MR0119.WARNING-Repeat measurements at this control monument indicate possible
 MR0119.vertical movement.
 MR0119
 MR0119.The geoid height was determined by GEOID03.
 MR0119
 MR0119.The dynamic height is computed by dividing the NAVD 88
 MR0119.geopotential number by the normal gravity value computed on the
 MR0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0119.degrees latitude (g = 980.6199 gals.).
 MR0119
 MR0119.The modeled gravity was interpolated from observed gravity values.
 MR0119
 MR0119;                    North         East    Units  Estimated Accuracy
 MR0119;SPC WY W     -   191,510.      755,050.      MT  (+/- 180 meters Scaled)
 MR0119
 MR0119                          SUPERSEDED SURVEY CONTROL
 MR0119
 MR0119  NGVD 29 (06/08/92) 2046.161  (m)         6713.11   (f) ADJUSTED    1 2
 MR0119
 MR0119.Superseded values are not recommended for survey control.
 MR0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0119.See file dsdata.txt to determine how the superseded data were derived.
 MR0119
 MR0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL317746(NAD 83)
 MR0119_MARKER: DB = BENCH MARK DISK
 MR0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0119_SP_SET: FOUNDATION
 MR0119_STAMPING: R 135 1958
 MR0119_MARK LOGO: CGS   
 MR0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0119
 MR0119  HISTORY     - Date     Condition        Report By
 MR0119  HISTORY     - 1958     MONUMENTED       CGS
 MR0119  HISTORY     - 1965     GOOD             USGS
 MR0119  HISTORY     - 1983     GOOD             NGS
 MR0119
 MR0119                          STATION DESCRIPTION
 MR0119
 MR0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0119'13.05 MI NE FROM ALTAMONT.
 MR0119'ABOUT 13.05 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0119'STATION AT ALTAMONT, ABOUT 0.65 MILE NORTHEAST OF MILEPOST 891, AT
 MR0119'LEROY SIDING, IN THE TOP OF THE NORTHEAST END OF THE CONCRETE
 MR0119'FOUNDATION OF THE RAILROAD WATER TOWER, 8 RAILS SOUTHWEST OF THE LEROY
 MR0119'STATION SIGN, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 6
 MR0119'INCHES BELOW THE LEVEL OF THE TRACKS.
 MR0119
 MR0119                          STATION RECOVERY (1965)
 MR0119
 MR0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MR0119'RECOVERED IN GOOD CONDITION.
 MR0119
 MR0119                          STATION RECOVERY (1983)
 MR0119
 MR0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0119'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0119'FOLLOWING EXCEPTION, 0.2 KM (0.1 MI) SOUTH OF A GRAVELED ROAD
 MR0119'CROSSING, AND 5.9 METERS (19.4 FT) EAST OF THE EAST 1 OF 2 SWITCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0324 ***********************************************************************
 MP0324  DESIGNATION -  R 14
 MP0324  PID         -  MP0324
 MP0324  STATE/COUNTY-  WY/CARBON
 MP0324  USGS QUAD   -  MEXICAN FLATS NW (1970)
 MP0324
 MP0324                         *CURRENT SURVEY CONTROL
 MP0324  ___________________________________________________________________
 MP0324* NAD 83(1986)-  41 28 20.     (N)    107 52 46.     (W)     SCALED    
 MP0324* NAVD 88     -      2047.283  (meters)    6716.79   (feet)  ADJUSTED  
 MP0324  ___________________________________________________________________
 MP0324  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 MP0324  DYNAMIC HT  -        2045.430 (meters)    6710.71  (feet)  COMP
 MP0324  MODELED GRAV-     979,645.5   (mgal)                       NAVD 88
 MP0324
 MP0324  VERT ORDER  -  FIRST     CLASS II
 MP0324
 MP0324.The horizontal coordinates were scaled from a topographic map and have
 MP0324.an estimated accuracy of +/- 6 seconds.
 MP0324
 MP0324.The orthometric height was determined by differential leveling
 MP0324.and adjusted by the National Geodetic Survey in June 1991..
 MP0324
 MP0324.The geoid height was determined by GEOID03.
 MP0324
 MP0324.The dynamic height is computed by dividing the NAVD 88
 MP0324.geopotential number by the normal gravity value computed on the
 MP0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0324.degrees latitude (g = 980.6199 gals.).
 MP0324
 MP0324.The modeled gravity was interpolated from observed gravity values.
 MP0324
 MP0324;                    North         East    Units  Estimated Accuracy
 MP0324;SPC WYEC     -   208,110.      354,390.      MT  (+/- 180 meters Scaled)
 MP0324
 MP0324                          SUPERSEDED SURVEY CONTROL
 MP0324
 MP0324  NGVD 29 (??/??/92) 2046.011  (m)         6712.62   (f) ADJ UNCH    1 2
 MP0324
 MP0324.Superseded values are not recommended for survey control.
 MP0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0324.See file dsdata.txt to determine how the superseded data were derived.
 MP0324
 MP0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF595951(NAD 83)
 MP0324_MARKER: DB = BENCH MARK DISK
 MP0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0324_STAMPING: R 14 1933
 MP0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0324+STABILITY: SURFACE MOTION
 MP0324
 MP0324  HISTORY     - Date     Condition        Report By
 MP0324  HISTORY     - 1933     MONUMENTED       CGS
 MP0324
 MP0324                          STATION DESCRIPTION
 MP0324
 MP0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0324'14.2 MI S FROM WAMSUTTER.
 MP0324'IN CARBON COUNTY, ABOUT 14.2 MILES SOUTH ALONG THE BAGGS-WAMSUTTER
 MP0324'HIGHWAY FROM THE UNION PACIFIC RAILWAY CROSSING AT WAMSUTTER,
 MP0324'SWEETWATER COUNTY, ON THE SOUTH CREST OF A HILL, AT THE NORTH END OF A
 MP0324'REVERSE CURVE TO THE LEFT, AND 34 FEET EAST OF THE CENTER LINE OF THE
 MP0324'HIGHWAY.  A STANDARD DISK, STAMPED R 14 1933 AND SET IN THE TOP OF A
 MP0324'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0044 ***********************************************************************
 MP0044  DESIGNATION -  R 141
 MP0044  PID         -  MP0044
 MP0044  STATE/COUNTY-  WY/CARBON
 MP0044  USGS QUAD   -  MEDICINE BOW (1971)
 MP0044
 MP0044                         *CURRENT SURVEY CONTROL
 MP0044  ___________________________________________________________________
 MP0044* NAD 83(1986)-  41 58 33.     (N)    106 10 39.     (W)     SCALED    
 MP0044* NAVD 88     -      2095.410  (meters)    6874.69   (feet)  ADJUSTED  
 MP0044  ___________________________________________________________________
 MP0044  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 MP0044  DYNAMIC HT  -        2093.686 (meters)    6869.03  (feet)  COMP
 MP0044  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 MP0044
 MP0044  VERT ORDER  -  SECOND    CLASS 0
 MP0044
 MP0044.The horizontal coordinates were scaled from a topographic map and have
 MP0044.an estimated accuracy of +/- 6 seconds.
 MP0044
 MP0044.The orthometric height was determined by differential leveling
 MP0044.and adjusted by the National Geodetic Survey in June 1991..
 MP0044
 MP0044.The geoid height was determined by GEOID03.
 MP0044
 MP0044.The dynamic height is computed by dividing the NAVD 88
 MP0044.geopotential number by the normal gravity value computed on the
 MP0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0044.degrees latitude (g = 980.6199 gals.).
 MP0044
 MP0044.The modeled gravity was interpolated from observed gravity values.
 MP0044
 MP0044;                    North         East    Units  Estimated Accuracy
 MP0044;SPC WYEC     -   264,540.      495,790.      MT  (+/- 180 meters Scaled)
 MP0044
 MP0044                          SUPERSEDED SURVEY CONTROL
 MP0044
 MP0044  NGVD 29 (??/??/92) 2094.32   (m)         6871.1    (f) COMPUTED    2 0
 MP0044
 MP0044.Superseded values are not recommended for survey control.
 MP0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0044.See file dsdata.txt to determine how the superseded data were derived.
 MP0044
 MP0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG024477(NAD 83)
 MP0044_MARKER: DB = BENCH MARK DISK
 MP0044_SETTING: 66 = SET IN ROCK OUTCROP
 MP0044_SP_SET: ROCK OUTCROP
 MP0044_STAMPING: R 141 1959
 MP0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0044+STABILITY: POSITION/ELEVATION WELL
 MP0044
 MP0044  HISTORY     - Date     Condition        Report By
 MP0044  HISTORY     - 1959     MONUMENTED       CGS
 MP0044
 MP0044                          STATION DESCRIPTION
 MP0044
 MP0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MP0044'6.65 MI N FROM MEDICINE BOW.
 MP0044'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 MP0044'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 6.45 MILES NORTH ALONG
 MP0044'A PAVED ROAD, AT THE TOP OF A HILL, 100 FEET EAST OF THE CENTER LINE
 MP0044'OF THE ROAD, IN SECTION 9, R 78 W, T 23 N, IN THE TOP OF A LARGE ROCK
 MP0044'OUTCROP, AND ABOUT 8 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0124 ***********************************************************************
 NR0124  DESIGNATION -  R 142
 NR0124  PID         -  NR0124
 NR0124  STATE/COUNTY-  WY/NATRONA
 NR0124  USGS QUAD   -  MUD SPRINGS (1984)
 NR0124
 NR0124                         *CURRENT SURVEY CONTROL
 NR0124  ___________________________________________________________________
 NR0124* NAD 83(1986)-  42 29 40.     (N)    106 16 44.     (W)     SCALED    
 NR0124* NAVD 88     -      2213.365  (meters)    7261.68   (feet)  ADJUSTED  
 NR0124  ___________________________________________________________________
 NR0124  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 NR0124  DYNAMIC HT  -        2211.676 (meters)    7256.14  (feet)  COMP
 NR0124  MODELED GRAV-     979,778.1   (mgal)                       NAVD 88
 NR0124
 NR0124  VERT ORDER  -  SECOND    CLASS 0
 NR0124
 NR0124.The horizontal coordinates were scaled from a topographic map and have
 NR0124.an estimated accuracy of +/- 6 seconds.
 NR0124
 NR0124.The orthometric height was determined by differential leveling
 NR0124.and adjusted by the National Geodetic Survey in June 1991..
 NR0124
 NR0124.The geoid height was determined by GEOID03.
 NR0124
 NR0124.The dynamic height is computed by dividing the NAVD 88
 NR0124.geopotential number by the normal gravity value computed on the
 NR0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0124.degrees latitude (g = 980.6199 gals.).
 NR0124
 NR0124.The modeled gravity was interpolated from observed gravity values.
 NR0124
 NR0124;                    North         East    Units  Estimated Accuracy
 NR0124;SPC WYEC     -   322,040.      486,680.      MT  (+/- 180 meters Scaled)
 NR0124
 NR0124                          SUPERSEDED SURVEY CONTROL
 NR0124
 NR0124  NGVD 29 (??/??/92) 2212.297  (m)         7258.18   (f) ADJ UNCH    2 0
 NR0124
 NR0124.Superseded values are not recommended for survey control.
 NR0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0124.See file dsdata.txt to determine how the superseded data were derived.
 NR0124
 NR0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH949054(NAD 83)
 NR0124_MARKER: DB = BENCH MARK DISK
 NR0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0124_STAMPING: R 142 1959
 NR0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0124+STABILITY: SURFACE MOTION
 NR0124
 NR0124  HISTORY     - Date     Condition        Report By
 NR0124  HISTORY     - 1959     MONUMENTED       CGS
 NR0124
 NR0124                          STATION DESCRIPTION
 NR0124
 NR0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0124'40.8 MI S FROM CASPER.
 NR0124'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0124'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0124'ROAD WHICH IS MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST ALONG
 NR0124'TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED ROAD,
 NR0124'THENCE ABOUT 16.0 MILES SOUTHEAST ALONG A DIRT ROAD, AT A CURVE IN THE
 NR0124'ROAD, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, IN SECTION 14, R 79
 NR0124'W, T 29 N, 1 1/2 FEET WEST OF A FENCE CORNER POST, ABOUT 2 FEET ABOVE
 NR0124'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 NR0124'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0351 ***********************************************************************
 NQ0351  DESIGNATION -  R 143
 NQ0351  PID         -  NQ0351
 NQ0351  STATE/COUNTY-  WY/ALBANY
 NQ0351  USGS QUAD   -  FLETCHER PARK (1992)
 NQ0351
 NQ0351                         *CURRENT SURVEY CONTROL
 NQ0351  ___________________________________________________________________
 NQ0351* NAD 83(1986)-  42 08 35.     (N)    105 17 32.     (W)     SCALED    
 NQ0351* NAVD 88     -      1835.719  (meters)    6022.69   (feet)  ADJUSTED  
 NQ0351  ___________________________________________________________________
 NQ0351  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 NQ0351  DYNAMIC HT  -        1834.485 (meters)    6018.64  (feet)  COMP
 NQ0351  MODELED GRAV-     979,882.7   (mgal)                       NAVD 88
 NQ0351
 NQ0351  VERT ORDER  -  SECOND    CLASS 0
 NQ0351
 NQ0351.The horizontal coordinates were scaled from a topographic map and have
 NQ0351.an estimated accuracy of +/- 6 seconds.
 NQ0351
 NQ0351.The orthometric height was determined by differential leveling
 NQ0351.and adjusted by the National Geodetic Survey in June 1991..
 NQ0351
 NQ0351.The geoid height was determined by GEOID03.
 NQ0351
 NQ0351.The dynamic height is computed by dividing the NAVD 88
 NQ0351.geopotential number by the normal gravity value computed on the
 NQ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0351.degrees latitude (g = 980.6199 gals.).
 NQ0351
 NQ0351.The modeled gravity was interpolated from observed gravity values.
 NQ0351
 NQ0351;                    North         East    Units  Estimated Accuracy
 NQ0351;SPC WY E     -   182,470.      189,620.      MT  (+/- 180 meters Scaled)
 NQ0351
 NQ0351                          SUPERSEDED SURVEY CONTROL
 NQ0351
 NQ0351  NGVD 29 (??/??/92) 1834.896  (m)         6019.99   (f) ADJ UNCH    2 0
 NQ0351
 NQ0351.Superseded values are not recommended for survey control.
 NQ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0351.See file dsdata.txt to determine how the superseded data were derived.
 NQ0351
 NQ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG758657(NAD 83)
 NQ0351_MARKER: DB = BENCH MARK DISK
 NQ0351_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0351_SP_SET: ROCK OUTCROP
 NQ0351_STAMPING: R 143 1959
 NQ0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0351+STABILITY: POSITION/ELEVATION WELL
 NQ0351
 NQ0351  HISTORY     - Date     Condition        Report By
 NQ0351  HISTORY     - 1959     MONUMENTED       CGS
 NQ0351
 NQ0351                          STATION DESCRIPTION
 NQ0351
 NQ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0351'23.2 MI NW FROM WHEATLAND.
 NQ0351'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0351'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0351'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0351'A PAVED ROAD, THENCE ABOUT 7.25 MILES WEST ALONG A GRADED DIRT
 NQ0351'ROAD, IN THE NORTHWEST 1/4 OF SECTION 18, T 25 N, R 71 W, 53 FEET
 NQ0351'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 NQ0351'NARROW GRANITE ROCK OUTCROP WHICH PROJECTS ABOUT 3 FEET ON THE
 NQ0351'EAST SIDE, ABOUT 0.35 MILE EAST OF A PIPE LINE CROSSING THE
 NQ0351'ROAD, 4 TELEPHONE POLES SOUTHWEST OF A GALVANIZED METAL TELEPHONE
 NQ0351'BUILDING, 16 FEET NORTH OF TELEPHONE POLE NO. 1450, AND ABOUT 9
 NQ0351'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0376 ***********************************************************************
 NQ0376  DESIGNATION -  R 144
 NQ0376  PID         -  NQ0376
 NQ0376  STATE/COUNTY-  WY/ALBANY
 NQ0376  USGS QUAD   -  GARRETT (1968)
 NQ0376
 NQ0376                         *CURRENT SURVEY CONTROL
 NQ0376  ___________________________________________________________________
 NQ0376* NAD 83(1986)-  42 05 27.     (N)    105 35 45.     (W)     SCALED    
 NQ0376* NAVD 88     -      2119.793  (meters)    6954.69   (feet)  ADJUSTED  
 NQ0376  ___________________________________________________________________
 NQ0376  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 NQ0376  DYNAMIC HT  -        2118.169 (meters)    6949.36  (feet)  COMP
 NQ0376  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 NQ0376
 NQ0376  VERT ORDER  -  SECOND    CLASS 0
 NQ0376
 NQ0376.The horizontal coordinates were scaled from a topographic map and have
 NQ0376.an estimated accuracy of +/- 6 seconds.
 NQ0376
 NQ0376.The orthometric height was determined by differential leveling
 NQ0376.and adjusted by the National Geodetic Survey in June 1991..
 NQ0376
 NQ0376.The geoid height was determined by GEOID03.
 NQ0376
 NQ0376.The dynamic height is computed by dividing the NAVD 88
 NQ0376.geopotential number by the normal gravity value computed on the
 NQ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0376.degrees latitude (g = 980.6199 gals.).
 NQ0376
 NQ0376.The modeled gravity was interpolated from observed gravity values.
 NQ0376
 NQ0376;                    North         East    Units  Estimated Accuracy
 NQ0376;SPC WY E     -   176,760.      164,500.      MT  (+/- 180 meters Scaled)
 NQ0376
 NQ0376                          SUPERSEDED SURVEY CONTROL
 NQ0376
 NQ0376  NGVD 29 (??/??/92) 2118.814  (m)         6951.48   (f) ADJ UNCH    2 0
 NQ0376
 NQ0376.Superseded values are not recommended for survey control.
 NQ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0376.See file dsdata.txt to determine how the superseded data were derived.
 NQ0376
 NQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG507600(NAD 83)
 NQ0376_MARKER: DB = BENCH MARK DISK
 NQ0376_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0376_SP_SET: ROCK OUTCROP
 NQ0376_STAMPING: R 144 1959
 NQ0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0376+STABILITY: POSITION/ELEVATION WELL
 NQ0376
 NQ0376  HISTORY     - Date     Condition        Report By
 NQ0376  HISTORY     - 1959     MONUMENTED       CGS
 NQ0376
 NQ0376                          STATION DESCRIPTION
 NQ0376
 NQ0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0376'2.4 MI SE FROM GARRETT.
 NQ0376'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0376'POST OFFICE AT GARETT, THENCE ABOUT 1.75 MILES SOUTHEAST ALONG
 NQ0376'A GRADED DIRT ROAD, IN THE SOUTHEAST 1/4 OF SECTION 33, T 25 N,
 NQ0376'R 73 W, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE
 NQ0376'TOP OF A FLAT ROCK OUTCROP PROJECTING 3 INCHES, ABOUT 0.15 MILE
 NQ0376'SOUTH OF A GROUP OF RANCH BUILDINGS ON ANTELOPE CREEK, 136 YARDS
 NQ0376'WEST OF A FENCE, 145 FEET SOUTHWEST OF A LONE 12-INCH FORKED
 NQ0376'PINE TREE WHICH IS ON A ROCKY POINT, AND ABOUT 1 FOOT BELOW
 NQ0376'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0400 ***********************************************************************
 NQ0400  DESIGNATION -  R 145
 NQ0400  PID         -  NQ0400
 NQ0400  STATE/COUNTY-  WY/ALBANY
 NQ0400  USGS QUAD   -  MARSHALL (1992)
 NQ0400
 NQ0400                         *CURRENT SURVEY CONTROL
 NQ0400  ___________________________________________________________________
 NQ0400* NAD 83(1986)-  42 15 31.     (N)    105 50 59.     (W)     SCALED    
 NQ0400* NAVD 88     -      2212.903  (meters)    7260.17   (feet)  ADJUSTED  
 NQ0400  ___________________________________________________________________
 NQ0400  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 NQ0400  DYNAMIC HT  -        2211.181 (meters)    7254.52  (feet)  COMP
 NQ0400  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 NQ0400
 NQ0400  VERT ORDER  -  SECOND    CLASS 0
 NQ0400
 NQ0400.The horizontal coordinates were scaled from a topographic map and have
 NQ0400.an estimated accuracy of +/- 6 seconds.
 NQ0400
 NQ0400.The orthometric height was determined by differential leveling
 NQ0400.and adjusted by the National Geodetic Survey in June 1991..
 NQ0400
 NQ0400.The geoid height was determined by GEOID03.
 NQ0400
 NQ0400.The dynamic height is computed by dividing the NAVD 88
 NQ0400.geopotential number by the normal gravity value computed on the
 NQ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0400.degrees latitude (g = 980.6199 gals.).
 NQ0400
 NQ0400.The modeled gravity was interpolated from observed gravity values.
 NQ0400
 NQ0400;                    North         East    Units  Estimated Accuracy
 NQ0400;SPC WY E     -   195,530.      143,640.      MT  (+/- 180 meters Scaled)
 NQ0400
 NQ0400                          SUPERSEDED SURVEY CONTROL
 NQ0400
 NQ0400  NGVD 29 (??/??/92) 2211.865  (m)         7256.76   (f) ADJ UNCH    2 0
 NQ0400
 NQ0400.Superseded values are not recommended for survey control.
 NQ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0400.See file dsdata.txt to determine how the superseded data were derived.
 NQ0400
 NQ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG299788(NAD 83)
 NQ0400_MARKER: DB = BENCH MARK DISK
 NQ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0400_STAMPING: R 145 1959
 NQ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0400+STABILITY: SURFACE MOTION
 NQ0400
 NQ0400  HISTORY     - Date     Condition        Report By
 NQ0400  HISTORY     - 1959     MONUMENTED       CGS
 NQ0400
 NQ0400                          STATION DESCRIPTION
 NQ0400
 NQ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0400'21.8 MI NW FROM GARRETT.
 NQ0400'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE
 NQ0400'OLD POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST
 NQ0400'ALONG A GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT
 NQ0400'0.6 MILE SOUTH ALONG THE OLD FETTERMAN ROAD WHICH IS COUNTY
 NQ0400'ROAD 61, THENCE ABOUT 12.5 MILES NORTHWEST ALONG A GRADED
 NQ0400'DIRT ROAD WHICH IS COUNTY ROAD 64, 90 FEET NORTHEAST OF THE CENTER
 NQ0400'LINE OF THE ROAD, NEAR THE NORTHEAST CORNER OF SECTION 5,
 NQ0400'T 26 N, R 75 W, 114 YARDS NORTHWEST OF A CATTLE GUARD, 129 FEET
 NQ0400'SOUTH OF A POWER POLE, 2.0 FEET NORTHWEST OF A METAL WITNESS
 NQ0400'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 NQ0400'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0130 ***********************************************************************
 NR0130  DESIGNATION -  R 146
 NR0130  PID         -  NR0130
 NR0130  STATE/COUNTY-  WY/ALBANY
 NR0130  USGS QUAD   -  CHALK HILLS (1984)
 NR0130
 NR0130                         *CURRENT SURVEY CONTROL
 NR0130  ___________________________________________________________________
 NR0130* NAD 83(1986)-  42 21 10.     (N)    106 03 29.     (W)     SCALED    
 NR0130* NAVD 88     -      2206.310  (meters)    7238.54   (feet)  ADJUSTED  
 NR0130  ___________________________________________________________________
 NR0130  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 NR0130  DYNAMIC HT  -        2204.619 (meters)    7232.99  (feet)  COMP
 NR0130  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 NR0130
 NR0130  VERT ORDER  -  SECOND    CLASS 0
 NR0130
 NR0130.The horizontal coordinates were scaled from a topographic map and have
 NR0130.an estimated accuracy of +/- 6 seconds.
 NR0130
 NR0130.The orthometric height was determined by differential leveling
 NR0130.and adjusted by the National Geodetic Survey in June 1991..
 NR0130
 NR0130.The geoid height was determined by GEOID03.
 NR0130
 NR0130.The dynamic height is computed by dividing the NAVD 88
 NR0130.geopotential number by the normal gravity value computed on the
 NR0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0130.degrees latitude (g = 980.6199 gals.).
 NR0130
 NR0130.The modeled gravity was interpolated from observed gravity values.
 NR0130
 NR0130;                    North         East    Units  Estimated Accuracy
 NR0130;SPC WY E     -   206,150.      126,560.      MT  (+/- 180 meters Scaled)
 NR0130
 NR0130                          SUPERSEDED SURVEY CONTROL
 NR0130
 NR0130  NGVD 29 (??/??/92) 2205.26   (m)         7235.1    (f) COMPUTED    2 0
 NR0130
 NR0130.Superseded values are not recommended for survey control.
 NR0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0130.See file dsdata.txt to determine how the superseded data were derived.
 NR0130
 NR0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG128894(NAD 83)
 NR0130_MARKER: DB = BENCH MARK DISK
 NR0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0130_STAMPING: R 146 1959
 NR0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0130+STABILITY: SURFACE MOTION
 NR0130
 NR0130  HISTORY     - Date     Condition        Report By
 NR0130  HISTORY     - 1959     MONUMENTED       CGS
 NR0130
 NR0130                          STATION DESCRIPTION
 NR0130
 NR0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0130'6.35 MI SW FROM LITTLE MEDICINE.
 NR0130'ABOUT 1.0 MILE NORTHWEST ALONG A TRACK ROAD FROM THE RANCH BUILDING AT
 NR0130'LITTLE MEDICINE, THENCE ABOUT 0.85 MILE WEST ALONG A TRACK ROAD,
 NR0130'THENCE ABOUT 4.5 MILES SOUTHWEST ALONG A GRADED ROAD, 77 FEET
 NR0130'SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN SECTION 34, T 28 N, R 77
 NR0130'W, ABOUT 0.15 MILE NORTHEAST OF THE INTERSECTION OF A TRACK ROAD, 2.0
 NR0130'FEET NORTHWEST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE
 NR0130'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0296 ***********************************************************************
 NQ0296  DESIGNATION -  R 15
 NQ0296  PID         -  NQ0296
 NQ0296  STATE/COUNTY-  WY/CONVERSE
 NQ0296  USGS QUAD   -  IRVINE (1949)
 NQ0296
 NQ0296                         *CURRENT SURVEY CONTROL
 NQ0296  ___________________________________________________________________
 NQ0296* NAD 83(1986)-  42 42 06.     (N)    105 21 50.     (W)     SCALED    
 NQ0296* NAVD 88     -      1475.084  (meters)    4839.50   (feet)  ADJUSTED  
 NQ0296  ___________________________________________________________________
 NQ0296  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NQ0296  DYNAMIC HT  -        1474.143 (meters)    4836.42  (feet)  COMP
 NQ0296  MODELED GRAV-     979,931.3   (mgal)                       NAVD 88
 NQ0296
 NQ0296  VERT ORDER  -  FIRST     CLASS II
 NQ0296
 NQ0296.The horizontal coordinates were scaled from a topographic map and have
 NQ0296.an estimated accuracy of +/- 6 seconds.
 NQ0296
 NQ0296.The orthometric height was determined by differential leveling
 NQ0296.and adjusted by the National Geodetic Survey in June 1991..
 NQ0296
 NQ0296.The geoid height was determined by GEOID03.
 NQ0296
 NQ0296.The dynamic height is computed by dividing the NAVD 88
 NQ0296.geopotential number by the normal gravity value computed on the
 NQ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0296.degrees latitude (g = 980.6199 gals.).
 NQ0296
 NQ0296.The modeled gravity was interpolated from observed gravity values.
 NQ0296
 NQ0296;                    North         East    Units  Estimated Accuracy
 NQ0296;SPC WY E     -   244,530.      183,840.      MT  (+/- 180 meters Scaled)
 NQ0296
 NQ0296                          SUPERSEDED SURVEY CONTROL
 NQ0296
 NQ0296  NGVD 29 (??/??/92) 1474.212  (m)         4836.64   (f) ADJ UNCH    1 2
 NQ0296
 NQ0296.Superseded values are not recommended for survey control.
 NQ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0296.See file dsdata.txt to determine how the superseded data were derived.
 NQ0296
 NQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH701277(NAD 83)
 NQ0296_MARKER: DB = BENCH MARK DISK
 NQ0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0296_SP_SET: CULVERT
 NQ0296_STAMPING: R 15 1934
 NQ0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0296
 NQ0296  HISTORY     - Date     Condition        Report By
 NQ0296  HISTORY     - 1934     MONUMENTED       CGS
 NQ0296
 NQ0296                          STATION DESCRIPTION
 NQ0296
 NQ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0296'4.2 MI E FROM DOUGLAS.
 NQ0296'ABOUT 4.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0296'RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY, ABOUT 2,195
 NQ0296'FEET EAST OF MILEPOST 145, AT A CULVERT, IN THE TOP OF THE WEST
 NQ0296'CONCRETE HEAD WALL, 0.6 FOOT EAST OF THE NORTHWEST CORNER, 18.0
 NQ0296'FEET WEST OF THE WEST RAIL, AND ABOUT 10 FEET LOWER THAN THE TRACK.
 NQ0296'A STANDARD DISK, STAMPED R 15 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0199 ***********************************************************************
 MQ0199  DESIGNATION -  R 150
 MQ0199  PID         -  MQ0199
 MQ0199  STATE/COUNTY-  WY/SWEETWATER
 MQ0199  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0199
 MQ0199                         *CURRENT SURVEY CONTROL
 MQ0199  ___________________________________________________________________
 MQ0199* NAD 83(1986)-  41 32 12.     (N)    109 07 56.     (W)     SCALED    
 MQ0199* NAVD 88     -      2064.580  (meters)    6773.54   (feet)  ADJUSTED  
 MQ0199  ___________________________________________________________________
 MQ0199  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 MQ0199  DYNAMIC HT  -        2062.822 (meters)    6767.78  (feet)  COMP
 MQ0199  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 MQ0199
 MQ0199  VERT ORDER  -  SECOND    CLASS 0
 MQ0199
 MQ0199.The horizontal coordinates were scaled from a topographic map and have
 MQ0199.an estimated accuracy of +/- 6 seconds.
 MQ0199
 MQ0199.The orthometric height was determined by differential leveling
 MQ0199.and adjusted by the National Geodetic Survey in June 1991..
 MQ0199
 MQ0199.The geoid height was determined by GEOID03.
 MQ0199
 MQ0199.The dynamic height is computed by dividing the NAVD 88
 MQ0199.geopotential number by the normal gravity value computed on the
 MQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0199.degrees latitude (g = 980.6199 gals.).
 MQ0199
 MQ0199.The modeled gravity was interpolated from observed gravity values.
 MQ0199
 MQ0199;                    North         East    Units  Estimated Accuracy
 MQ0199;SPC WYWC     -   115,190.      568,110.      MT  (+/- 180 meters Scaled)
 MQ0199
 MQ0199                          SUPERSEDED SURVEY CONTROL
 MQ0199
 MQ0199  NGVD 29 (??/??/92) 2063.280  (m)         6769.28   (f) ADJ UNCH    2 0
 MQ0199
 MQ0199.Superseded values are not recommended for survey control.
 MQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0199.See file dsdata.txt to determine how the superseded data were derived.
 MQ0199
 MQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM558000(NAD 83)
 MQ0199_MARKER: DB = BENCH MARK DISK
 MQ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0199_STAMPING: R 150 1962
 MQ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0199+STABILITY: SURFACE MOTION
 MQ0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0199+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0199
 MQ0199  HISTORY     - Date     Condition        Report By
 MQ0199  HISTORY     - 1962     MONUMENTED       CGS
 MQ0199  HISTORY     - 1975     GOOD             NGS
 MQ0199  HISTORY     - 20011003 GOOD             WYHD
 MQ0199
 MQ0199                          STATION DESCRIPTION
 MQ0199
 MQ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0199'6.0 MI SE FROM ROCK SPRINGS.
 MQ0199'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0199'ROCK SPRINGS, 72.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 MQ0199'223 FEET WEST OF THE NORTHWEST END OF THE HIGHWAY GUARDRAIL, 2.8 FEET
 MQ0199'SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THE HIGHWAY, AND SET
 MQ0199'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MQ0199
 MQ0199                          STATION RECOVERY (1975)
 MQ0199
 MQ0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MQ0199'RECOVERED IN GOOD CONDITION.
 MQ0199
 MQ0199                          STATION RECOVERY (2001)
 MQ0199
 MQ0199'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0066 ***********************************************************************
 MQ0066  DESIGNATION -  R 151
 MQ0066  PID         -  MQ0066
 MQ0066  STATE/COUNTY-  WY/SWEETWATER
 MQ0066  USGS QUAD   -  SCRIVNER BUTTE (1963)
 MQ0066
 MQ0066                         *CURRENT SURVEY CONTROL
 MQ0066  ___________________________________________________________________
 MQ0066* NAD 83(1986)-  41 02 05.     (N)    108 47 37.     (W)     SCALED    
 MQ0066* NAVD 88     -      2175.885  (meters)    7138.72   (feet)  ADJUSTED  
 MQ0066  ___________________________________________________________________
 MQ0066  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MQ0066  DYNAMIC HT  -        2173.852 (meters)    7132.05  (feet)  COMP
 MQ0066  MODELED GRAV-     979,611.6   (mgal)                       NAVD 88
 MQ0066
 MQ0066  VERT ORDER  -  SECOND    CLASS 0
 MQ0066
 MQ0066.The horizontal coordinates were scaled from a topographic map and have
 MQ0066.an estimated accuracy of +/- 6 seconds.
 MQ0066
 MQ0066.The orthometric height was determined by differential leveling
 MQ0066.and adjusted by the National Geodetic Survey in June 1991..
 MQ0066
 MQ0066.The geoid height was determined by GEOID03.
 MQ0066
 MQ0066.The dynamic height is computed by dividing the NAVD 88
 MQ0066.geopotential number by the normal gravity value computed on the
 MQ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0066.degrees latitude (g = 980.6199 gals.).
 MQ0066
 MQ0066.The modeled gravity was interpolated from observed gravity values.
 MQ0066
 MQ0066;                    North         East    Units  Estimated Accuracy
 MQ0066;SPC WYWC     -    59,380.      596,330.      MT  (+/- 180 meters Scaled)
 MQ0066
 MQ0066                          SUPERSEDED SURVEY CONTROL
 MQ0066
 MQ0066  NGVD 29 (??/??/92) 2174.512  (m)         7134.21   (f) ADJ UNCH    2 0
 MQ0066
 MQ0066.Superseded values are not recommended for survey control.
 MQ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0066.See file dsdata.txt to determine how the superseded data were derived.
 MQ0066
 MQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL854449(NAD 83)
 MQ0066_MARKER: DB = BENCH MARK DISK
 MQ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0066_STAMPING: R 151 1962
 MQ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0066+STABILITY: SURFACE MOTION
 MQ0066
 MQ0066  HISTORY     - Date     Condition        Report By
 MQ0066  HISTORY     - 1962     MONUMENTED       CGS
 MQ0066  HISTORY     - 1982     GOOD             NGS
 MQ0066  HISTORY     - 20011003 POOR             WYHD
 MQ0066
 MQ0066                          STATION DESCRIPTION
 MQ0066
 MQ0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0066'52.45 MI SE FROM ROCK SPRINGS.
 MQ0066'52.05 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0066'ROCK SPRINGS, THENCE 0.4 MILE SOUTH ALONG A GRADED ROAD LEADING TO
 MQ0066'MOFFAT COUNTY ROAD 318, 70 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MQ0066'3.8 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE
 MQ0066'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 MQ0066'THE GROUND.
 MQ0066
 MQ0066                          STATION RECOVERY (1982)
 MQ0066
 MQ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0066'A NEW WITNESS POST SIGN WAS ADDED AT THIS TIME.
 MQ0066
 MQ0066                          STATION RECOVERY (2001)
 MQ0066
 MQ0066'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0066'SHOWS SIGNS OF BEING HIT. CONCRETE IS PARTIALLY BROKEN ON TOP OF
 MQ0066'MONUMENT.
 MQ0066' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0045 ***********************************************************************
 MQ0045  DESIGNATION -  R 152
 MQ0045  PID         -  MQ0045
 MQ0045  STATE/COUNTY-  WY/SWEETWATER
 MQ0045  USGS QUAD   -  MUD SPRINGS RANCH (1968)
 MQ0045
 MQ0045                         *CURRENT SURVEY CONTROL
 MQ0045  ___________________________________________________________________
 MQ0045* NAD 83(1986)-  41 18 10.     (N)    108 52 34.     (W)     SCALED    
 MQ0045* NAVD 88     -      2076.382  (meters)    6812.26   (feet)  ADJUSTED  
 MQ0045  ___________________________________________________________________
 MQ0045  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 MQ0045  DYNAMIC HT  -        2074.531 (meters)    6806.19  (feet)  COMP
 MQ0045  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 MQ0045
 MQ0045  VERT ORDER  -  SECOND    CLASS 0
 MQ0045
 MQ0045.The horizontal coordinates were scaled from a topographic map and have
 MQ0045.an estimated accuracy of +/- 6 seconds.
 MQ0045
 MQ0045.The orthometric height was determined by differential leveling
 MQ0045.and adjusted by the National Geodetic Survey in June 1991..
 MQ0045
 MQ0045.The geoid height was determined by GEOID03.
 MQ0045
 MQ0045.The dynamic height is computed by dividing the NAVD 88
 MQ0045.geopotential number by the normal gravity value computed on the
 MQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0045.degrees latitude (g = 980.6199 gals.).
 MQ0045
 MQ0045.The modeled gravity was interpolated from observed gravity values.
 MQ0045
 MQ0045;                    North         East    Units  Estimated Accuracy
 MQ0045;SPC WYWC     -    89,150.      589,440.      MT  (+/- 180 meters Scaled)
 MQ0045
 MQ0045                          SUPERSEDED SURVEY CONTROL
 MQ0045
 MQ0045  NGVD 29 (??/??/92) 2075.05   (m)         6807.9    (f) COMPUTED    2 0
 MQ0045
 MQ0045.Superseded values are not recommended for survey control.
 MQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0045.See file dsdata.txt to determine how the superseded data were derived.
 MQ0045
 MQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL778745(NAD 83)
 MQ0045_MARKER: DB = BENCH MARK DISK
 MQ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0045_STAMPING: R 152 1962
 MQ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0045+STABILITY: SURFACE MOTION
 MQ0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0045+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0045
 MQ0045  HISTORY     - Date     Condition        Report By
 MQ0045  HISTORY     - 1962     MONUMENTED       CGS
 MQ0045  HISTORY     - 1982     GOOD             NGS
 MQ0045  HISTORY     - 20011003 GOOD             WYHD
 MQ0045
 MQ0045                          STATION DESCRIPTION
 MQ0045
 MQ0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0045'31.6 MI SE FROM ROCK SPRINGS.
 MQ0045'31.6 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0045'ROCK SPRINGS, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12
 MQ0045'FEET NORTHEAST OF A DRAINAGE DITCH, 1.6 FEET SOUTHEAST OF A WITNESS
 MQ0045'POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 MQ0045'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MQ0045
 MQ0045                          STATION RECOVERY (1982)
 MQ0045
 MQ0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0045'A WITNESS POST WAS ADDED AT THIS TIME. IT IS 50.8 KM (31.6 MI)
 MQ0045'SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT ROCK
 MQ0045'SPRINGS AND 15.5 M (51 FT) SOUTHWEST OF THE CENTER LINE OF THE
 MQ0045'HIGHWAY.
 MQ0045
 MQ0045                          STATION RECOVERY (2001)
 MQ0045
 MQ0045'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0163 ***********************************************************************
 MR0163  DESIGNATION -  R 153
 MR0163  PID         -  MR0163
 MR0163  STATE/COUNTY-  WY/UINTA
 MR0163  USGS QUAD   -  PINE KNOLL (1978)
 MR0163
 MR0163                         *CURRENT SURVEY CONTROL
 MR0163  ___________________________________________________________________
 MR0163* NAD 83(1986)-  41 04 41.     (N)    110 50 43.     (W)     SCALED    
 MR0163* NAVD 88     -      2279.386  (meters)    7478.29   (feet)  ADJUSTED  
 MR0163  ___________________________________________________________________
 MR0163  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MR0163  DYNAMIC HT  -        2277.198 (meters)    7471.11  (feet)  COMP
 MR0163  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 MR0163
 MR0163  VERT ORDER  -  SECOND    CLASS 0
 MR0163
 MR0163.The horizontal coordinates were scaled from a topographic map and have
 MR0163.an estimated accuracy of +/- 6 seconds.
 MR0163
 MR0163.The orthometric height was determined by differential leveling
 MR0163.and adjusted by the National Geodetic Survey in June 1991..
 MR0163
 MR0163.The geoid height was determined by GEOID03.
 MR0163
 MR0163.The dynamic height is computed by dividing the NAVD 88
 MR0163.geopotential number by the normal gravity value computed on the
 MR0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0163.degrees latitude (g = 980.6199 gals.).
 MR0163
 MR0163.The modeled gravity was interpolated from observed gravity values.
 MR0163
 MR0163;                    North         East    Units  Estimated Accuracy
 MR0163;SPC WY W     -   164,470.      735,970.      MT  (+/- 180 meters Scaled)
 MR0163
 MR0163                          SUPERSEDED SURVEY CONTROL
 MR0163
 MR0163  NGVD 29 (??/??/92) 2277.950  (m)         7473.57   (f) ADJ UNCH    2 0
 MR0163
 MR0163.Superseded values are not recommended for survey control.
 MR0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0163.See file dsdata.txt to determine how the superseded data were derived.
 MR0163
 MR0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL129474(NAD 83)
 MR0163_MARKER: DB = BENCH MARK DISK
 MR0163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0163_SP_SET: FOUNDATION
 MR0163_STAMPING: R 153 1962
 MR0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0163
 MR0163  HISTORY     - Date     Condition        Report By
 MR0163  HISTORY     - 1962     MONUMENTED       CGS
 MR0163
 MR0163                          STATION DESCRIPTION
 MR0163
 MR0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0163'16.0 MI SE FROM EVANSTON.
 MR0163'16.0 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0163'OF U.S. HIGHWAY 189 AT EVANSTON, IN THE TOP OF THE NORTHEAST CORNER OF
 MR0163'THE CONCRETE FOUNDATION OF A STEEL RAIL CATTLEGUARD ACROSS A ROAD
 MR0163'WEST-NORTHWEST TO A RANCHHOUSE, 122 FEET WEST-NORTHWEST OF THE CENTER
 MR0163'LINE OF THE HIGHWAY, 6 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 MR0163'ROAD, ABOUT LEVEL WITH THE HIGHWAY AND 0.5 FOOT LOWER THEN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0122 ***********************************************************************
 PY0122  DESIGNATION -  R 157
 PY0122  PID         -  PY0122
 PY0122  STATE/COUNTY-  WY/PARK
 PY0122  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0122
 PY0122                         *CURRENT SURVEY CONTROL
 PY0122  ___________________________________________________________________
 PY0122* NAD 83(1986)-  44 50 01.     (N)    110 43 44.     (W)     SCALED    
 PY0122* NAVD 88     -      2244.515  (meters)    7363.88   (feet)  ADJUSTED  
 PY0122  ___________________________________________________________________
 PY0122  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY0122  DYNAMIC HT  -        2243.181 (meters)    7359.50  (feet)  COMP
 PY0122  MODELED GRAV-     979,941.9   (mgal)                       NAVD 88
 PY0122
 PY0122  VERT ORDER  -  FIRST     CLASS II
 PY0122
 PY0122.The horizontal coordinates were scaled from a topographic map and have
 PY0122.an estimated accuracy of +/- 6 seconds.
 PY0122
 PY0122.The orthometric height was determined by differential leveling
 PY0122.and adjusted by the National Geodetic Survey in June 1991..
 PY0122
 PY0122.The geoid height was determined by GEOID03.
 PY0122
 PY0122.The dynamic height is computed by dividing the NAVD 88
 PY0122.geopotential number by the normal gravity value computed on the
 PY0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0122.degrees latitude (g = 980.6199 gals.).
 PY0122
 PY0122.The modeled gravity was interpolated from observed gravity values.
 PY0122
 PY0122;                    North         East    Units  Estimated Accuracy
 PY0122;SPC WYWC     -   483,280.      443,530.      MT  (+/- 180 meters Scaled)
 PY0122
 PY0122                          SUPERSEDED SURVEY CONTROL
 PY0122
 PY0122  NGVD 29 (08/20/92) 2243.198  (m)         7359.56   (f) ADJUSTED    1 2
 PY0122
 PY0122.Superseded values are not recommended for survey control.
 PY0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0122.See file dsdata.txt to determine how the superseded data were derived.
 PY0122
 PY0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ214645(NAD 83)
 PY0122_MARKER: DB = BENCH MARK DISK
 PY0122_SETTING: 80 = SET IN A BOULDER
 PY0122_SP_SET: BOULDER
 PY0122_STAMPING: R 157 1960
 PY0122_MARK LOGO: CGS   
 PY0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0122+STABILITY: SURFACE MOTION
 PY0122
 PY0122  HISTORY     - Date     Condition        Report By
 PY0122  HISTORY     - 1960     MONUMENTED       CGS
 PY0122  HISTORY     - 1983     GOOD             NGS
 PY0122  HISTORY     - 1987     GOOD             NGS
 PY0122
 PY0122                          STATION DESCRIPTION
 PY0122
 PY0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0122'9.25 MI N FROM NORRIS.
 PY0122'ABOUT 9.25 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS
 PY0122'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 0.75 MILE SOUTH OF
 PY0122'APOLLINARIS SPRING, ABOUT 0.6 MILE NORTH OF THE OBSIDIAN EXHIBIT PANEL
 PY0122'AND PARKING AREA, 0.1 MILE NORTHWEST OF A CURVE IN THE HIGHWAY, ACROSS
 PY0122'THE HIGHWAY FROM A PARKING AREA, SET IN THE TOP OF A 3 X 5 FEET
 PY0122'OBSIDIAN BOULDER WHICH PROJECTS 1 FOOT ABOVE THE GROUND, ABOUT 400
 PY0122'FEET SOUTHEAST OF THE CREST OF A HILL, 26 FEET SOUTHWEST OF THE CENTER
 PY0122'LINE OF THE HIGHWAY, 19 YARDS NORTHWEST OF A CULVERT, AND ABOUT 3 FEET
 PY0122'ABOVE THE HIGHWAY.
 PY0122
 PY0122                          STATION RECOVERY (1983)
 PY0122
 PY0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0122'RECOVERED IN GOOD CONDITION.
 PY0122
 PY0122                          STATION RECOVERY (1987)
 PY0122
 PY0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0085 ***********************************************************************
 PY0085  DESIGNATION -  R 158
 PY0085  PID         -  PY0085
 PY0085  STATE/COUNTY-  WY/PARK
 PY0085  USGS QUAD   -  MOUNT JACKSON (1986)
 PY0085
 PY0085                         *CURRENT SURVEY CONTROL
 PY0085  ___________________________________________________________________
 PY0085* NAD 83(1986)-  44 38 30.     (N)    110 52 35.     (W)     SCALED    
 PY0085* NAVD 88     -      2071.536  (meters)    6796.36   (feet)  ADJUSTED  
 PY0085  ___________________________________________________________________
 PY0085  GEOID HEIGHT-          -8.80  (meters)                     GEOID03
 PY0085  DYNAMIC HT  -        2070.310 (meters)    6792.34  (feet)  COMP
 PY0085  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 PY0085
 PY0085  VERT ORDER  -  FIRST     CLASS II
 PY0085
 PY0085.The horizontal coordinates were scaled from a topographic map and have
 PY0085.an estimated accuracy of +/- 6 seconds.
 PY0085
 PY0085.The orthometric height was determined by differential leveling
 PY0085.and adjusted by the National Geodetic Survey in June 1991..
 PY0085.WARNING-Repeat measurements at this control monument indicate possible
 PY0085.vertical movement.
 PY0085
 PY0085.The geoid height was determined by GEOID03.
 PY0085
 PY0085.The dynamic height is computed by dividing the NAVD 88
 PY0085.geopotential number by the normal gravity value computed on the
 PY0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0085.degrees latitude (g = 980.6199 gals.).
 PY0085
 PY0085.The modeled gravity was interpolated from observed gravity values.
 PY0085
 PY0085;                    North         East    Units  Estimated Accuracy
 PY0085;SPC WYWC     -   462,250.      431,310.      MT  (+/- 180 meters Scaled)
 PY0085
 PY0085                          SUPERSEDED SURVEY CONTROL
 PY0085
 PY0085  NGVD 29 (08/20/92) 2070.251  (m)         6792.15   (f) ADJUSTED    1 2
 PY0085
 PY0085.Superseded values are not recommended for survey control.
 PY0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0085.See file dsdata.txt to determine how the superseded data were derived.
 PY0085
 PY0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ098431(NAD 83)
 PY0085_MARKER: DB = BENCH MARK DISK
 PY0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0085_SP_SET: CONCRETE POST
 PY0085_STAMPING: R 158 1960
 PY0085_MARK LOGO: CGS   
 PY0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0085+STABILITY: SURFACE MOTION
 PY0085
 PY0085  HISTORY     - Date     Condition        Report By
 PY0085  HISTORY     - 1960     MONUMENTED       CGS
 PY0085  HISTORY     - 1983     GOOD             NGS
 PY0085  HISTORY     - 1987     GOOD             NGS
 PY0085
 PY0085                          STATION DESCRIPTION
 PY0085
 PY0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0085'12.95 MI E FROM WEST YELLOWSTONE.
 PY0085'ABOUT 12.95 MILES EAST ALONG THE MADISON JUNCTION-WEST ENTRANCE
 PY0085'HIGHWAY FROM THE UNION PACIFIC RAILROAD STATION AT WEST YELLOWSTONE,
 PY0085'IN A NARROW STRIP OF LAND BETWEEN THE HIGHWAY AND A PARKING AREA, 42
 PY0085'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTHWEST OF
 PY0085'THE CENTER OF THE PARKING AREA, 110 FEET NORTHWEST OF THE NORTHWEST
 PY0085'EDGE OF THE MADISON RIVER, 44 FEET SOUTH OF THE SOUTHEAST END OF A
 PY0085'CORRUGATED CULVERT, 13 FEET NORTHEAST OF A 12-INCH SPRUCE TREE, ABOUT
 PY0085'3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 PY0085'POST PROJECTING 3 INCHES.  NOTE-- THIS MARK IS ALSO 13.85 MILES
 PY0085'SOUTHWEST ALONG THE NORRIS-MADISON JUNCTION HIGHWAY FROM THE MUSEUM
 PY0085'BUILDING AT NORRIS.
 PY0085
 PY0085                          STATION RECOVERY (1983)
 PY0085
 PY0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0085'RECOVERED IN GOOD CONDITION.
 PY0085
 PY0085                          STATION RECOVERY (1987)
 PY0085
 PY0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0357 ***********************************************************************
 PW0357  DESIGNATION -  R 159
 PW0357  PID         -  PW0357
 PW0357  STATE/COUNTY-  WY/BIG HORN
 PW0357  USGS QUAD   -  SHELL (1993)
 PW0357
 PW0357                         *CURRENT SURVEY CONTROL
 PW0357  ___________________________________________________________________
 PW0357* NAD 83(1986)-  44 31 52.     (N)    107 49 50.     (W)     SCALED    
 PW0357* NAVD 88     -      1272.299  (meters)    4174.20   (feet)  ADJUSTED  
 PW0357  ___________________________________________________________________
 PW0357  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 PW0357  DYNAMIC HT  -        1271.796 (meters)    4172.55  (feet)  COMP
 PW0357  MODELED GRAV-     980,178.4   (mgal)                       NAVD 88
 PW0357
 PW0357  VERT ORDER  -  SECOND    CLASS 0
 PW0357
 PW0357.The horizontal coordinates were scaled from a topographic map and have
 PW0357.an estimated accuracy of +/- 6 seconds.
 PW0357
 PW0357.The orthometric height was determined by differential leveling
 PW0357.and adjusted by the National Geodetic Survey in June 1991..
 PW0357
 PW0357.The geoid height was determined by GEOID03.
 PW0357
 PW0357.The dynamic height is computed by dividing the NAVD 88
 PW0357.geopotential number by the normal gravity value computed on the
 PW0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0357.degrees latitude (g = 980.6199 gals.).
 PW0357
 PW0357.The modeled gravity was interpolated from observed gravity values.
 PW0357
 PW0357;                    North         East    Units  Estimated Accuracy
 PW0357;SPC WYEC     -   547,880.      360,480.      MT  (+/- 180 meters Scaled)
 PW0357
 PW0357                          SUPERSEDED SURVEY CONTROL
 PW0357
 PW0357  NGVD 29 (??/??/92) 1271.503  (m)         4171.59   (f) ADJ UNCH    2 0
 PW0357
 PW0357.Superseded values are not recommended for survey control.
 PW0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0357.See file dsdata.txt to determine how the superseded data were derived.
 PW0357
 PW0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK750347(NAD 83)
 PW0357_MARKER: DB = BENCH MARK DISK
 PW0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0357_SP_SET: CULVERT
 PW0357_STAMPING: R 159 1966
 PW0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0357
 PW0357  HISTORY     - Date     Condition        Report By
 PW0357  HISTORY     - 1966     MONUMENTED       CGS
 PW0357
 PW0357                          STATION DESCRIPTION
 PW0357
 PW0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0357'2.7 MI W FROM SHELL.
 PW0357'2.7 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT SHELL,
 PW0357'0.3 MILE EAST OF A WOODEN BRIDGE OVER SHELL CREEK, 0.2 MILE WEST OF A
 PW0357'WOODEN BRIDGE OVER SHELL CANAL, IN THE TOP OF THE EAST END OF THE
 PW0357'SOUTH CONCRETE HEAD WALL OF A CULVERT, 17 FEET SOUTH OF THE CENTER
 PW0357'LINE OF THE HIGHWAY, 12 FEET WEST OF THE CENTER LINE OF A FIELD
 PW0357'ENTRANCE ROAD, 25 1/2 FEET NORTH OF THE WEST END OF A GATE, AND ABOUT
 PW0357'1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0434 ***********************************************************************
 NQ0434  DESIGNATION -  R 16
 NQ0434  PID         -  NQ0434
 NQ0434  STATE/COUNTY-  WY/CONVERSE
 NQ0434  USGS QUAD   -  PARKERTON (1973)
 NQ0434
 NQ0434                         *CURRENT SURVEY CONTROL
 NQ0434  ___________________________________________________________________
 NQ0434* NAD 83(1986)-  42 51 42.     (N)    105 58 46.     (W)     SCALED    
 NQ0434* NAVD 88     -      1534.486  (meters)    5034.39   (feet)  ADJUSTED  
 NQ0434  ___________________________________________________________________
 NQ0434  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NQ0434  DYNAMIC HT  -        1533.534 (meters)    5031.27  (feet)  COMP
 NQ0434  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 NQ0434
 NQ0434  VERT ORDER  -  FIRST     CLASS II
 NQ0434
 NQ0434.The horizontal coordinates were scaled from a topographic map and have
 NQ0434.an estimated accuracy of +/- 6 seconds.
 NQ0434
 NQ0434.The orthometric height was determined by differential leveling
 NQ0434.and adjusted by the National Geodetic Survey in June 1991..
 NQ0434
 NQ0434.The geoid height was determined by GEOID03.
 NQ0434
 NQ0434.The dynamic height is computed by dividing the NAVD 88
 NQ0434.geopotential number by the normal gravity value computed on the
 NQ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0434.degrees latitude (g = 980.6199 gals.).
 NQ0434
 NQ0434.The modeled gravity was interpolated from observed gravity values.
 NQ0434
 NQ0434;                    North         East    Units  Estimated Accuracy
 NQ0434;SPC WY E     -   262,610.      133,580.      MT  (+/- 180 meters Scaled)
 NQ0434
 NQ0434                          SUPERSEDED SURVEY CONTROL
 NQ0434
 NQ0434  NGVD 29 (??/??/92) 1533.614  (m)         5031.53   (f) ADJ UNCH    1 2
 NQ0434
 NQ0434.Superseded values are not recommended for survey control.
 NQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0434.See file dsdata.txt to determine how the superseded data were derived.
 NQ0434
 NQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH199459(NAD 83)
 NQ0434_MARKER: DB = BENCH MARK DISK
 NQ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0434_STAMPING: R 16 1934
 NQ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0434+STABILITY: SURFACE MOTION
 NQ0434
 NQ0434  HISTORY     - Date     Condition        Report By
 NQ0434  HISTORY     - 1934     MONUMENTED       CGS
 NQ0434
 NQ0434                          STATION DESCRIPTION
 NQ0434
 NQ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0434'5.3 MI W FROM GLENROCK.
 NQ0434'5.3 MILES W., BY RAIL, OF C.B. AND Q.R.R. STATION, ALONG THE
 NQ0434'CHICAGO, BURLINGTON AND QUINCY R.R., 0.8 MILE W. OF M.P. 183.
 NQ0434'NEAR ROAD CROSSING.  103 FT. N.W. OF CROSSING, 90 FT. N. OF N.
 NQ0434'RAIL, 8.0 FT. S.E. OF CORNER POST OF R.O.W. FENCE, AND 3.0 E.
 NQ0434'OF FENCE.  MARK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0389 ***********************************************************************
 PW0389  DESIGNATION -  R 160
 PW0389  PID         -  PW0389
 PW0389  STATE/COUNTY-  WY/BIG HORN
 PW0389  USGS QUAD   -  SHELL FALLS (1993)
 PW0389
 PW0389                         *CURRENT SURVEY CONTROL
 PW0389  ___________________________________________________________________
 PW0389* NAD 83(1986)-  44 34 37.     (N)    107 32 22.     (W)     SCALED    
 PW0389* NAVD 88     -      2328.631  (meters)    7639.85   (feet)  ADJUSTED  
 PW0389  ___________________________________________________________________
 PW0389  GEOID HEIGHT-          -8.71  (meters)                     GEOID03
 PW0389  DYNAMIC HT  -        2327.330 (meters)    7635.58  (feet)  COMP
 PW0389  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 PW0389
 PW0389  VERT ORDER  -  SECOND    CLASS 0
 PW0389
 PW0389.The horizontal coordinates were scaled from a topographic map and have
 PW0389.an estimated accuracy of +/- 6 seconds.
 PW0389
 PW0389.The orthometric height was determined by differential leveling
 PW0389.and adjusted by the National Geodetic Survey in June 1991..
 PW0389
 PW0389.The geoid height was determined by GEOID03.
 PW0389
 PW0389.The dynamic height is computed by dividing the NAVD 88
 PW0389.geopotential number by the normal gravity value computed on the
 PW0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0389.degrees latitude (g = 980.6199 gals.).
 PW0389
 PW0389.The modeled gravity was interpolated from observed gravity values.
 PW0389
 PW0389;                    North         East    Units  Estimated Accuracy
 PW0389;SPC WYEC     -   552,880.      383,630.      MT  (+/- 180 meters Scaled)
 PW0389
 PW0389                          SUPERSEDED SURVEY CONTROL
 PW0389
 PW0389  NGVD 29 (??/??/92) 2327.602  (m)         7636.47   (f) ADJ UNCH    2 0
 PW0389
 PW0389.Superseded values are not recommended for survey control.
 PW0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0389.See file dsdata.txt to determine how the superseded data were derived.
 PW0389
 PW0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK983390(NAD 83)
 PW0389_MARKER: DB = BENCH MARK DISK
 PW0389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0389_SP_SET: CULVERT
 PW0389_STAMPING: R 160 1966
 PW0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0389
 PW0389  HISTORY     - Date     Condition        Report By
 PW0389  HISTORY     - 1966     MONUMENTED       CGS
 PW0389
 PW0389                          STATION DESCRIPTION
 PW0389
 PW0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0389'16.8 MI NE FROM SHELL.
 PW0389'16.8 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0389'SHELL, 0.05 MILE SOUTH OF THE CROSSING OF CRY CREEK, IN THE TOP OF THE
 PW0389'NORTH END OF THE EAST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 26
 PW0389'1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 PW0389'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0256 ***********************************************************************
 PW0256  DESIGNATION -  R 161
 PW0256  PID         -  PW0256
 PW0256  STATE/COUNTY-  WY/SHERIDAN
 PW0256  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0256
 PW0256                         *CURRENT SURVEY CONTROL
 PW0256  ___________________________________________________________________
 PW0256* NAD 83(1986)-  44 49 07.     (N)    107 18 34.     (W)     SCALED    
 PW0256* NAVD 88     -      1543.753  (meters)    5064.80   (feet)  ADJUSTED  
 PW0256  ___________________________________________________________________
 PW0256  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 PW0256  DYNAMIC HT  -        1543.120 (meters)    5062.72  (feet)  COMP
 PW0256  MODELED GRAV-     980,152.1   (mgal)                       NAVD 88
 PW0256
 PW0256  VERT ORDER  -  SECOND    CLASS 0
 PW0256
 PW0256.The horizontal coordinates were scaled from a topographic map and have
 PW0256.an estimated accuracy of +/- 6 seconds.
 PW0256
 PW0256.The orthometric height was determined by differential leveling
 PW0256.and adjusted by the National Geodetic Survey in June 1991..
 PW0256
 PW0256.The geoid height was determined by GEOID03.
 PW0256
 PW0256.The dynamic height is computed by dividing the NAVD 88
 PW0256.geopotential number by the normal gravity value computed on the
 PW0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0256.degrees latitude (g = 980.6199 gals.).
 PW0256
 PW0256.The modeled gravity was interpolated from observed gravity values.
 PW0256
 PW0256;                    North         East    Units  Estimated Accuracy
 PW0256;SPC WYEC     -   579,710.      401,890.      MT  (+/- 180 meters Scaled)
 PW0256
 PW0256                          SUPERSEDED SURVEY CONTROL
 PW0256
 PW0256  NGVD 29 (??/??/92) 1542.948  (m)         5062.16   (f) ADJ UNCH    2 0
 PW0256
 PW0256.Superseded values are not recommended for survey control.
 PW0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0256.See file dsdata.txt to determine how the superseded data were derived.
 PW0256
 PW0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK174653(NAD 83)
 PW0256_MARKER: DB = BENCH MARK DISK
 PW0256_SETTING: 66 = SET IN ROCK OUTCROP
 PW0256_SP_SET: OUTCROP
 PW0256_STAMPING: R 161 1966
 PW0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0256+STABILITY: POSITION/ELEVATION WELL
 PW0256
 PW0256  HISTORY     - Date     Condition        Report By
 PW0256  HISTORY     - 1966     MONUMENTED       CGS
 PW0256
 PW0256                          STATION DESCRIPTION
 PW0256
 PW0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0256'5.65 MI SW FROM DAYTON.
 PW0256'5.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0256'DAYTON, IN THE TOP OF A 4- BY 6-FOOT OUTCROP PROJECTING ABOUT 1/2
 PW0256'FOOT, 98 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET
 PW0256'SOUTH-SOUTHWEST OF THE WEST END OF A WIRE GATE, 34.8 FEET SOUTH OF A
 PW0256'WITNESS POST, 34.7 FEET SOUTH OF A FENCE, AND ABOUT 7 FEET LOWER THAN
 PW0256'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0223 ***********************************************************************
 PW0223  DESIGNATION -  R 162
 PW0223  PID         -  PW0223
 PW0223  STATE/COUNTY-  WY/SHERIDAN
 PW0223  USGS QUAD   -  SKULL RIDGE (1993)
 PW0223
 PW0223                         *CURRENT SURVEY CONTROL
 PW0223  ___________________________________________________________________
 PW0223* NAD 83(1986)-  44 47 21.     (N)    107 29 23.     (W)     SCALED    
 PW0223* NAVD 88     -      2403.949  (meters)    7886.96   (feet)  ADJUSTED  
 PW0223  ___________________________________________________________________
 PW0223  GEOID HEIGHT-          -9.57  (meters)                     GEOID03
 PW0223  DYNAMIC HT  -        2402.622 (meters)    7882.60  (feet)  COMP
 PW0223  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 PW0223
 PW0223  VERT ORDER  -  SECOND    CLASS 0
 PW0223
 PW0223.The horizontal coordinates were scaled from a topographic map and have
 PW0223.an estimated accuracy of +/- 6 seconds.
 PW0223
 PW0223.The orthometric height was determined by differential leveling
 PW0223.and adjusted by the National Geodetic Survey in June 1991..
 PW0223
 PW0223.The geoid height was determined by GEOID03.
 PW0223
 PW0223.The dynamic height is computed by dividing the NAVD 88
 PW0223.geopotential number by the normal gravity value computed on the
 PW0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0223.degrees latitude (g = 980.6199 gals.).
 PW0223
 PW0223.The modeled gravity was interpolated from observed gravity values.
 PW0223
 PW0223;                    North         East    Units  Estimated Accuracy
 PW0223;SPC WYEC     -   576,450.      387,630.      MT  (+/- 180 meters Scaled)
 PW0223
 PW0223                          SUPERSEDED SURVEY CONTROL
 PW0223
 PW0223  NGVD 29 (??/??/92) 2402.904  (m)         7883.53   (f) ADJ UNCH    2 0
 PW0223
 PW0223.Superseded values are not recommended for survey control.
 PW0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0223.See file dsdata.txt to determine how the superseded data were derived.
 PW0223
 PW0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK030625(NAD 83)
 PW0223_MARKER: DB = BENCH MARK DISK
 PW0223_SETTING: 66 = SET IN ROCK OUTCROP
 PW0223_SP_SET: OUTCROP
 PW0223_STAMPING: R 162 1966
 PW0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0223+STABILITY: POSITION/ELEVATION WELL
 PW0223
 PW0223  HISTORY     - Date     Condition        Report By
 PW0223  HISTORY     - 1966     MONUMENTED       CGS
 PW0223
 PW0223                          STATION DESCRIPTION
 PW0223
 PW0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0223'24.45 MI SW FROM DAYTON.
 PW0223'24.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0223'DAYTON, IN THE TOP OF AN OUTCROP, 58 FEET SOUTHEAST OF THE CENTER LINE
 PW0223'OF THE HIGHWAY, 135 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE
 PW0223'NORTHWEST END OF A 24-INCH PIPE CULVERT, 3.0 FEET NORTHEAST OF A
 PW0223'WITNESS POST, AND ABOUT 7 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0080 ***********************************************************************
 OV0080  DESIGNATION -  R 163
 OV0080  PID         -  OV0080
 OV0080  STATE/COUNTY-  WY/WASHAKIE
 OV0080  USGS QUAD   -  JOE EMGE CREEK (1976)
 OV0080
 OV0080                         *CURRENT SURVEY CONTROL
 OV0080  ___________________________________________________________________
 OV0080* NAD 83(1986)-  43 55 09.     (N)    107 22 52.     (W)     SCALED    
 OV0080* NAVD 88     -      1386.525  (meters)    4548.96   (feet)  ADJUSTED  
 OV0080  ___________________________________________________________________
 OV0080  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 OV0080  DYNAMIC HT  -        1385.899 (meters)    4546.90  (feet)  COMP
 OV0080  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 OV0080
 OV0080  VERT ORDER  -  SECOND    CLASS 0
 OV0080
 OV0080.The horizontal coordinates were scaled from a topographic map and have
 OV0080.an estimated accuracy of +/- 6 seconds.
 OV0080
 OV0080.The orthometric height was determined by differential leveling
 OV0080.and adjusted by the National Geodetic Survey in June 1991..
 OV0080
 OV0080.The geoid height was determined by GEOID03.
 OV0080
 OV0080.The dynamic height is computed by dividing the NAVD 88
 OV0080.geopotential number by the normal gravity value computed on the
 OV0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0080.degrees latitude (g = 980.6199 gals.).
 OV0080
 OV0080.The modeled gravity was interpolated from observed gravity values.
 OV0080
 OV0080;                    North         East    Units  Estimated Accuracy
 OV0080;SPC WYEC     -   479,770.      396,160.      MT  (+/- 180 meters Scaled)
 OV0080
 OV0080                          SUPERSEDED SURVEY CONTROL
 OV0080
 OV0080  NGVD 29 (??/??/92) 1385.766  (m)         4546.47   (f) ADJ UNCH    2 0
 OV0080
 OV0080.Superseded values are not recommended for survey control.
 OV0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0080.See file dsdata.txt to determine how the superseded data were derived.
 OV0080
 OV0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ088656(NAD 83)
 OV0080_MARKER: DB = BENCH MARK DISK
 OV0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0080_STAMPING: R 163 1966
 OV0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0080+STABILITY: SURFACE MOTION
 OV0080
 OV0080  HISTORY     - Date     Condition        Report By
 OV0080  HISTORY     - 1966     MONUMENTED       CGS
 OV0080
 OV0080                          STATION DESCRIPTION
 OV0080
 OV0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0080'9.45 MI S FROM TEN SLEEP.
 OV0080'9.45 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0080'16 AT TEN SLEEP, AT THE JUNCTION OF A DRIVEWAY WEST AND ROAD EAST, 199
 OV0080'FEET EAST OF THE CENTER LINE OF THE ROAD, 31 FEET NORTH OF THE CENTER
 OV0080'LINE OF THE ROAD EAST, 23 FEET NORTH OF THE NORTH END OF A GATE, 2.0
 OV0080'FEET SOUTH OF A WITNESS POST, 1.8 FEET WEST OF A FENCE, ABOUT 7 FEET
 OV0080'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OV0080'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0108 ***********************************************************************
 OV0108  DESIGNATION -  R 164
 OV0108  PID         -  OV0108
 OV0108  STATE/COUNTY-  WY/WASHAKIE
 OV0108  USGS QUAD   -  MAHOGANY BUTTE (1976)
 OV0108
 OV0108                         *CURRENT SURVEY CONTROL
 OV0108  ___________________________________________________________________
 OV0108* NAD 83(1986)-  43 40 38.     (N)    107 18 33.     (W)     SCALED    
 OV0108* NAVD 88     -      1541.861  (meters)    5058.59   (feet)  ADJUSTED  
 OV0108  ___________________________________________________________________
 OV0108  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 OV0108  DYNAMIC HT  -        1541.075 (meters)    5056.01  (feet)  COMP
 OV0108  MODELED GRAV-     980,054.8   (mgal)                       NAVD 88
 OV0108
 OV0108  VERT ORDER  -  SECOND    CLASS 0
 OV0108
 OV0108.The horizontal coordinates were scaled from a topographic map and have
 OV0108.an estimated accuracy of +/- 6 seconds.
 OV0108
 OV0108.The orthometric height was determined by differential leveling
 OV0108.and adjusted by the National Geodetic Survey in June 1991..
 OV0108
 OV0108.The geoid height was determined by GEOID03.
 OV0108
 OV0108.The dynamic height is computed by dividing the NAVD 88
 OV0108.geopotential number by the normal gravity value computed on the
 OV0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0108.degrees latitude (g = 980.6199 gals.).
 OV0108
 OV0108.The modeled gravity was interpolated from observed gravity values.
 OV0108
 OV0108;                    North         East    Units  Estimated Accuracy
 OV0108;SPC WYEC     -   452,890.      401,950.      MT  (+/- 180 meters Scaled)
 OV0108
 OV0108                          SUPERSEDED SURVEY CONTROL
 OV0108
 OV0108  NGVD 29 (??/??/92) 1541.036  (m)         5055.88   (f) ADJ UNCH    2 0
 OV0108
 OV0108.Superseded values are not recommended for survey control.
 OV0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0108.See file dsdata.txt to determine how the superseded data were derived.
 OV0108
 OV0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ138386(NAD 83)
 OV0108_MARKER: DB = BENCH MARK DISK
 OV0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0108_STAMPING: R 164 1966
 OV0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0108+STABILITY: SURFACE MOTION
 OV0108
 OV0108  HISTORY     - Date     Condition        Report By
 OV0108  HISTORY     - 1966     MONUMENTED       CGS
 OV0108
 OV0108                          STATION DESCRIPTION
 OV0108
 OV0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0108'29.2 MI S FROM TEN SLEEP.
 OV0108'29.2 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0108'16 AT TEN SLEEP, 0.3 MILE SOUTHWEST OF THE JUNCTION OF A DRIVEWAY TO A
 OV0108'RANCHHOUSE, 0.2 MILE SOUTHWEST OF A WOODEN BRIDGE OVER A CREEK, AT THE
 OV0108'JUNCTION OF A DIRT ROAD SOUTHEAST, 30 FEET SOUTHEAST OF THE CENTER
 OV0108'LINE OF THE ROAD, 33 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 OV0108'SOUTHWEST, 22 FEET NORTHEAST OF THE NORTHEAST END OF A GATE, 1.4 FEET
 OV0108'NORTHWEST OF A FENCE, 2.2 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2
 OV0108'1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OV0108'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0124 ***********************************************************************
 OV0124  DESIGNATION -  R 165
 OV0124  PID         -  OV0124
 OV0124  STATE/COUNTY-  WY/WASHAKIE
 OV0124  USGS QUAD   -  BATTLE MOUNTAIN (1952)
 OV0124
 OV0124                         *CURRENT SURVEY CONTROL
 OV0124  ___________________________________________________________________
 OV0124* NAD 83(1986)-  43 33 03.     (N)    107 30 55.     (W)     SCALED    
 OV0124* NAVD 88     -      1797.654  (meters)    5897.80   (feet)  ADJUSTED  
 OV0124  ___________________________________________________________________
 OV0124  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 OV0124  DYNAMIC HT  -        1796.588 (meters)    5894.31  (feet)  COMP
 OV0124  MODELED GRAV-     979,961.8   (mgal)                       NAVD 88
 OV0124
 OV0124  VERT ORDER  -  SECOND    CLASS 0
 OV0124
 OV0124.The horizontal coordinates were scaled from a topographic map and have
 OV0124.an estimated accuracy of +/- 6 seconds.
 OV0124
 OV0124.The orthometric height was determined by differential leveling
 OV0124.and adjusted by the National Geodetic Survey in June 1991..
 OV0124
 OV0124.The geoid height was determined by GEOID03.
 OV0124
 OV0124.The dynamic height is computed by dividing the NAVD 88
 OV0124.geopotential number by the normal gravity value computed on the
 OV0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0124.degrees latitude (g = 980.6199 gals.).
 OV0124
 OV0124.The modeled gravity was interpolated from observed gravity values.
 OV0124
 OV0124;                    North         East    Units  Estimated Accuracy
 OV0124;SPC WYEC     -   438,860.      385,300.      MT  (+/- 180 meters Scaled)
 OV0124
 OV0124                          SUPERSEDED SURVEY CONTROL
 OV0124
 OV0124  NGVD 29 (??/??/92) 1796.713  (m)         5894.72   (f) ADJ UNCH    2 0
 OV0124
 OV0124.Superseded values are not recommended for survey control.
 OV0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0124.See file dsdata.txt to determine how the superseded data were derived.
 OV0124
 OV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ968250(NAD 83)
 OV0124_MARKER: DB = BENCH MARK DISK
 OV0124_SETTING: 66 = SET IN ROCK OUTCROP
 OV0124_SP_SET: OUTCROP
 OV0124_STAMPING: R 165 1966
 OV0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0124+STABILITY: POSITION/ELEVATION WELL
 OV0124
 OV0124  HISTORY     - Date     Condition        Report By
 OV0124  HISTORY     - 1966     MONUMENTED       CGS
 OV0124
 OV0124                          STATION DESCRIPTION
 OV0124
 OV0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0124'24.75 MI NE FROM LYSITE.
 OV0124'24.75 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0124'AND QUINCY RAILROAD STATION AT LYSITE, AT THE SOUTH BASE OF A ROCKY
 OV0124'HILL, IN THE TOP AND ALONG THE SOUTHWEST SIDE OF A LARGE OUTCROP
 OV0124'PROJECTING ABOUT 3 1/2 FEET, 155 FEET NORTHWEST OF THE CENTER LINE OF
 OV0124'THE ROAD, 249 FEET NORTH OF THE NORTH CORNER OF A STEEL CATTLEGUARD,
 OV0124'114.8 FEET NORTHWEST OF A FENCE, 114.9 FEET NORTHWEST OF A WITNESS
 OV0124'POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND 0.6 FOOT ABOVE THE
 OV0124'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0385 ***********************************************************************
 MO0385  DESIGNATION -  R 166
 MO0385  PID         -  MO0385
 MO0385  STATE/COUNTY-  WY/ALBANY
 MO0385  USGS QUAD   -  POE MOUNTAIN (1981)
 MO0385
 MO0385                         *CURRENT SURVEY CONTROL
 MO0385  ___________________________________________________________________
 MO0385* NAD 83(1986)-  41 49 05.     (N)    105 15 54.     (W)     SCALED    
 MO0385* NAVD 88     -      1749.896  (meters)    5741.12   (feet)  ADJUSTED  
 MO0385  ___________________________________________________________________
 MO0385  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 MO0385  DYNAMIC HT  -        1748.651 (meters)    5737.03  (feet)  COMP
 MO0385  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 MO0385
 MO0385  VERT ORDER  -  SECOND    CLASS 0
 MO0385
 MO0385.The horizontal coordinates were scaled from a topographic map and have
 MO0385.an estimated accuracy of +/- 6 seconds.
 MO0385
 MO0385.The orthometric height was determined by differential leveling
 MO0385.and adjusted by the National Geodetic Survey in June 1991..
 MO0385
 MO0385.The geoid height was determined by GEOID03.
 MO0385
 MO0385.The dynamic height is computed by dividing the NAVD 88
 MO0385.geopotential number by the normal gravity value computed on the
 MO0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0385.degrees latitude (g = 980.6199 gals.).
 MO0385
 MO0385.The modeled gravity was interpolated from observed gravity values.
 MO0385
 MO0385;                    North         East    Units  Estimated Accuracy
 MO0385;SPC WY E     -   146,380.      191,830.      MT  (+/- 180 meters Scaled)
 MO0385
 MO0385                          SUPERSEDED SURVEY CONTROL
 MO0385
 MO0385  NGVD 29 (??/??/92) 1749.051  (m)         5738.34   (f) ADJ UNCH    2 0
 MO0385
 MO0385.Superseded values are not recommended for survey control.
 MO0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0385.See file dsdata.txt to determine how the superseded data were derived.
 MO0385
 MO0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG779296(NAD 83)
 MO0385_MARKER: DB = BENCH MARK DISK
 MO0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0385_STAMPING: R 166 1966
 MO0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0385+STABILITY: SURFACE MOTION
 MO0385
 MO0385  HISTORY     - Date     Condition        Report By
 MO0385  HISTORY     - 1966     MONUMENTED       CGS
 MO0385  HISTORY     - 19920829 GOOD             USPSQD
 MO0385
 MO0385                          STATION DESCRIPTION
 MO0385
 MO0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0385'27.7 MI SW FROM WHEATLAND.
 MO0385'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0385'WHEATLAND, THENCE 21.0 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0385'0.3 MILE EAST OF PLATTE-ALBANY COUNTY LINE, 46 FEET SOUTH OF THE
 MO0385'CENTER LINE OF THE HIGHWAY, 5 1/2 FEET NORTH OF A FENCE CORNER
 MO0385'POST, 3.4 FEET WEST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER
 MO0385'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MO0385'0.4 FOOT ABOVE THE GROUND.
 MO0385
 MO0385                          STATION RECOVERY (1992)
 MO0385
 MO0385'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0425 ***********************************************************************
 MO0425  DESIGNATION -  R 167
 MO0425  PID         -  MO0425
 MO0425  STATE/COUNTY-  WY/PLATTE
 MO0425  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0425
 MO0425                         *CURRENT SURVEY CONTROL
 MO0425  ___________________________________________________________________
 MO0425* NAD 83(1986)-  41 41 20.     (N)    105 15 08.     (W)     SCALED    
 MO0425* NAVD 88     -      2160.826  (meters)    7089.31   (feet)  ADJUSTED  
 MO0425  ___________________________________________________________________
 MO0425  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 MO0425  DYNAMIC HT  -        2159.125 (meters)    7083.73  (feet)  COMP
 MO0425  MODELED GRAV-     979,756.3   (mgal)                       NAVD 88
 MO0425
 MO0425  VERT ORDER  -  SECOND    CLASS 0
 MO0425
 MO0425.The horizontal coordinates were scaled from a topographic map and have
 MO0425.an estimated accuracy of +/- 6 seconds.
 MO0425
 MO0425.The orthometric height was determined by differential leveling
 MO0425.and adjusted by the National Geodetic Survey in June 1991..
 MO0425
 MO0425.The geoid height was determined by GEOID03.
 MO0425
 MO0425.The dynamic height is computed by dividing the NAVD 88
 MO0425.geopotential number by the normal gravity value computed on the
 MO0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0425.degrees latitude (g = 980.6199 gals.).
 MO0425
 MO0425.The modeled gravity was interpolated from observed gravity values.
 MO0425
 MO0425;                    North         East    Units  Estimated Accuracy
 MO0425;SPC WY E     -   132,030.      192,880.      MT  (+/- 180 meters Scaled)
 MO0425
 MO0425                          SUPERSEDED SURVEY CONTROL
 MO0425
 MO0425  NGVD 29 (??/??/92) 2159.884  (m)         7086.22   (f) ADJ UNCH    2 0
 MO0425
 MO0425.Superseded values are not recommended for survey control.
 MO0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0425.See file dsdata.txt to determine how the superseded data were derived.
 MO0425
 MO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG790152(NAD 83)
 MO0425_MARKER: DB = BENCH MARK DISK
 MO0425_SETTING: 80 = SET IN A BOULDER
 MO0425_SP_SET: GRANITE BOULDER
 MO0425_STAMPING: R 167 1966
 MO0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0425+STABILITY: SURFACE MOTION
 MO0425
 MO0425  HISTORY     - Date     Condition        Report By
 MO0425  HISTORY     - 1966     MONUMENTED       CGS
 MO0425
 MO0425                          STATION DESCRIPTION
 MO0425
 MO0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0425'11.3 MI NW FROM FARTHING.
 MO0425'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0425'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 9.45 MILES
 MO0425'NORTHWEST ALONG A PRIVATE ROAD, 0.15 MILE SOUTHEAST OF A GATE,
 MO0425'ON A GRANITE ROCK COVERED RIDGE, IN THE TOP OF A GRANITE BOULDER
 MO0425'PROJECTING ABOUT 1 FOOT, 112 FEET NORTHEAST OF THE CENTER LINE
 MO0425'OF THE ROAD, 2.0 FEET NORTHEAST OF A WITNESS POST, AND ABOUT
 MO0425'1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0199 ***********************************************************************
 MR0199  DESIGNATION -  R 168
 MR0199  PID         -  MR0199
 MR0199  STATE/COUNTY-  WY/LINCOLN
 MR0199  USGS QUAD   -  FOSSIL (1985)
 MR0199
 MR0199                         *CURRENT SURVEY CONTROL
 MR0199  ___________________________________________________________________
 MR0199* NAD 83(1986)-  41 48 37.     (N)    110 41 46.     (W)     SCALED    
 MR0199* NAVD 88     -      2037.193  (meters)    6683.69   (feet)  ADJUSTED  
 MR0199  ___________________________________________________________________
 MR0199  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 MR0199  DYNAMIC HT  -        2035.442 (meters)    6677.95  (feet)  COMP
 MR0199  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 MR0199
 MR0199  VERT ORDER  -  SECOND    CLASS 0
 MR0199
 MR0199.The horizontal coordinates were scaled from a topographic map and have
 MR0199.an estimated accuracy of +/- 6 seconds.
 MR0199
 MR0199.The orthometric height was determined by differential leveling
 MR0199.and adjusted by the National Geodetic Survey in June 1991..
 MR0199
 MR0199.The geoid height was determined by GEOID03.
 MR0199
 MR0199.The dynamic height is computed by dividing the NAVD 88
 MR0199.geopotential number by the normal gravity value computed on the
 MR0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0199.degrees latitude (g = 980.6199 gals.).
 MR0199
 MR0199.The modeled gravity was interpolated from observed gravity values.
 MR0199
 MR0199;                    North         East    Units  Estimated Accuracy
 MR0199;SPC WY W     -   245,690.      749,080.      MT  (+/- 180 meters Scaled)
 MR0199
 MR0199                          SUPERSEDED SURVEY CONTROL
 MR0199
 MR0199  NGVD 29 (??/??/92) 2035.807  (m)         6679.14   (f) ADJ UNCH    2 0
 MR0199
 MR0199.Superseded values are not recommended for survey control.
 MR0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0199.See file dsdata.txt to determine how the superseded data were derived.
 MR0199
 MR0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM252287(NAD 83)
 MR0199_MARKER: DB = BENCH MARK DISK
 MR0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0199_SP_SET: BRIDGE
 MR0199_STAMPING: R 168 1966
 MR0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0199
 MR0199  HISTORY     - Date     Condition        Report By
 MR0199  HISTORY     - 1966     MONUMENTED       CGS
 MR0199
 MR0199                          STATION DESCRIPTION
 MR0199
 MR0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0199'8.7 MI W FROM KEMMERER.
 MR0199'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0199'KEMMERER, THENCE 3.5 MILES WEST ALONG U.S. HIGHWAY 30N, IN THE TOP AND
 MR0199'0.8 FOOT NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE CURB
 MR0199'OF A CONCRETE BRIDGE, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 MR0199'HIGHWAY, DIRECTLY OVER THE SOUTHEAST ABUTMENT OF THE BRIDGE, AND ABOUT
 MR0199'1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0236 ***********************************************************************
 MQ0236  DESIGNATION -  R 17
 MQ0236  PID         -  MQ0236
 MQ0236  STATE/COUNTY-  WY/SWEETWATER
 MQ0236  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0236
 MQ0236                         *CURRENT SURVEY CONTROL
 MQ0236  ___________________________________________________________________
 MQ0236* NAD 83(1986)-  41 22 46.     (N)    109 36 34.     (W)     SCALED    
 MQ0236* NAVD 88     -      1839.780  (meters)    6036.01   (feet)  ADJUSTED  
 MQ0236  ___________________________________________________________________
 MQ0236  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 MQ0236  DYNAMIC HT  -        1838.167 (meters)    6030.72  (feet)  COMP
 MQ0236  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 MQ0236
 MQ0236  VERT ORDER  -  FIRST     CLASS II
 MQ0236
 MQ0236.The horizontal coordinates were scaled from a topographic map and have
 MQ0236.an estimated accuracy of +/- 6 seconds.
 MQ0236
 MQ0236.The orthometric height was determined by differential leveling
 MQ0236.and adjusted by the National Geodetic Survey in June 1991..
 MQ0236
 MQ0236.The geoid height was determined by GEOID03.
 MQ0236
 MQ0236.The dynamic height is computed by dividing the NAVD 88
 MQ0236.geopotential number by the normal gravity value computed on the
 MQ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0236.degrees latitude (g = 980.6199 gals.).
 MQ0236
 MQ0236.The modeled gravity was interpolated from observed gravity values.
 MQ0236
 MQ0236;                    North         East    Units  Estimated Accuracy
 MQ0236;SPC WYWC     -    98,020.      528,110.      MT  (+/- 180 meters Scaled)
 MQ0236
 MQ0236                          SUPERSEDED SURVEY CONTROL
 MQ0236
 MQ0236  NGVD 29 (??/??/92) 1838.479  (m)         6031.74   (f) ADJ UNCH    1 2
 MQ0236
 MQ0236.Superseded values are not recommended for survey control.
 MQ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0236.See file dsdata.txt to determine how the superseded data were derived.
 MQ0236
 MQ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL162818(NAD 83)
 MQ0236_MARKER: DB = BENCH MARK DISK
 MQ0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0236_SP_SET: PIER
 MQ0236_STAMPING: 6031.743 R 17 1933
 MQ0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0236
 MQ0236  HISTORY     - Date     Condition        Report By
 MQ0236  HISTORY     - 1933     MONUMENTED       CGS
 MQ0236  HISTORY     - 1984     MARK NOT FOUND   NGS
 MQ0236
 MQ0236                          STATION DESCRIPTION
 MQ0236
 MQ0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0236'14.7 MI S FROM GREEN RIVER.
 MQ0236'ABOUT 14.7 MILES SOUTH ALONG THE LINWOOD-GREEN RIVER HIGHWAY FROM
 MQ0236'GREEN RIVER, SWEETWATER COUNTY, AT THE BLACKS FORK BRIDGE, ABOUT 200
 MQ0236'FEET NORTH OF A UNITED STATES GEOLOGICAL SURVEY WATER METER, AT THE
 MQ0236'NORTH END OF THE BRIDGE, AND IN THE TOP OF THE EAST CONCRETE PIER.  A
 MQ0236'STANDARD DISK, STAMPED 6031.743 R 17 1933.
 MQ0236
 MQ0236                          STATION RECOVERY (1984)
 MQ0236
 MQ0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0236'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0046 ***********************************************************************
 OV0046  DESIGNATION -  R 18
 OV0046  PID         -  OV0046
 OV0046  STATE/COUNTY-  WY/NATRONA
 OV0046  USGS QUAD   -  BURLINGTON LAKE (1968)
 OV0046
 OV0046                         *CURRENT SURVEY CONTROL
 OV0046  ___________________________________________________________________
 OV0046* NAD 83(1986)-  43 01 37.     (N)    106 40 01.     (W)     SCALED    
 OV0046* NAVD 88     -      1667.254  (meters)    5469.98   (feet)  POSTED    
 OV0046  ___________________________________________________________________
 OV0046  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 OV0046  DYNAMIC HT  -        1666.210 (meters)    5466.56  (feet)  COMP
 OV0046  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 OV0046
 OV0046  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0046
 OV0046.The horizontal coordinates were scaled from a topographic map and have
 OV0046.an estimated accuracy of +/- 6 seconds.
 OV0046
 OV0046.The orthometric height was determined by differential leveling
 OV0046.and adjusted by the National Geodetic Survey in 1992..
 OV0046.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0046.rate of 0.0 thru 1.0 mm/km.
 OV0046
 OV0046.The geoid height was determined by GEOID03.
 OV0046
 OV0046.The dynamic height is computed by dividing the NAVD 88
 OV0046.geopotential number by the normal gravity value computed on the
 OV0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0046.degrees latitude (g = 980.6199 gals.).
 OV0046
 OV0046.The modeled gravity was interpolated from observed gravity values.
 OV0046
 OV0046;                    North         East    Units  Estimated Accuracy
 OV0046;SPC WYEC     -   380,860.      454,310.      MT  (+/- 180 meters Scaled)
 OV0046
 OV0046                          SUPERSEDED SURVEY CONTROL
 OV0046
 OV0046  NGVD 29 (??/??/92) 1666.266  (m)         5466.74   (f) ADJ UNCH    1 2
 OV0046
 OV0046.Superseded values are not recommended for survey control.
 OV0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0046.See file dsdata.txt to determine how the superseded data were derived.
 OV0046
 OV0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH641651(NAD 83)
 OV0046_MARKER: DB = BENCH MARK DISK
 OV0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0046_STAMPING: R 18 1934
 OV0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0046+STABILITY: SURFACE MOTION
 OV0046
 OV0046  HISTORY     - Date     Condition        Report By
 OV0046  HISTORY     - 1934     MONUMENTED       CGS
 OV0046  HISTORY     - 1968     POOR             USGS
 OV0046
 OV0046                          STATION DESCRIPTION
 OV0046
 OV0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0046'15.4 MI E FROM POWDER RIVER.
 OV0046'ABOUT 15.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OV0046'RAILROAD FROM THE STATION AT POWDER RIVER, NATRONA COUNTY, ABOUT 2.3
 OV0046'MILES WEST OF THE STATION AT BUCKNUM, ABOUT 910 FEET WEST OF MILEPOST
 OV0046'226, AT BRIDGE 226.17, 71.0 FEET NORTHEAST OF THE CENTER OF THE WEST
 OV0046'END, ON A LINE PASSING MIDWAY BETWEEN THE THIRD AND FOURTH PILE BENTS
 OV0046'FROM THE WEST END OF THE BRIDGE, 52.0 FEET NORTH OF THE NORTH RAIL,
 OV0046'AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED R 18 1934
 OV0046'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BM IS NOW PROJECTING
 OV0046'ABOUT 3 FT OUT OF GROUND.  IS STILL SOLID BUT SUBJECT TO FIRST HEAVING
 OV0046'AND FURTHER EROSION.
 OV0046
 OV0046                          STATION RECOVERY (1968)
 OV0046
 OV0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0046'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0080 ***********************************************************************
 NS0080  DESIGNATION -  R 19
 NS0080  PID         -  NS0080
 NS0080  STATE/COUNTY-  WY/SWEETWATER
 NS0080  USGS QUAD   -  EDEN RESERVOIR WEST (1980)
 NS0080
 NS0080                         *CURRENT SURVEY CONTROL
 NS0080  ___________________________________________________________________
 NS0080* NAD 83(1986)-  42 08 13.     (N)    109 26 44.     (W)     SCALED    
 NS0080* NAVD 88     -      2017.158  (meters)    6617.96   (feet)  ADJUSTED  
 NS0080  ___________________________________________________________________
 NS0080  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NS0080  DYNAMIC HT  -        2015.474 (meters)    6612.43  (feet)  COMP
 NS0080  MODELED GRAV-     979,715.5   (mgal)                       NAVD 88
 NS0080
 NS0080  VERT ORDER  -  FIRST     CLASS II
 NS0080
 NS0080.The horizontal coordinates were scaled from a topographic map and have
 NS0080.an estimated accuracy of +/- 6 seconds.
 NS0080
 NS0080.The orthometric height was determined by differential leveling
 NS0080.and adjusted by the National Geodetic Survey in June 1991..
 NS0080
 NS0080.The geoid height was determined by GEOID03.
 NS0080
 NS0080.The dynamic height is computed by dividing the NAVD 88
 NS0080.geopotential number by the normal gravity value computed on the
 NS0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0080.degrees latitude (g = 980.6199 gals.).
 NS0080
 NS0080.The modeled gravity was interpolated from observed gravity values.
 NS0080
 NS0080;                    North         East    Units  Estimated Accuracy
 NS0080;SPC WYWC     -   182,020.      542,500.      MT  (+/- 180 meters Scaled)
 NS0080
 NS0080                          SUPERSEDED SURVEY CONTROL
 NS0080
 NS0080  NGVD 29 (??/??/92) 2015.890  (m)         6613.80   (f) ADJ UNCH    1 2
 NS0080
 NS0080.Superseded values are not recommended for survey control.
 NS0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0080.See file dsdata.txt to determine how the superseded data were derived.
 NS0080
 NS0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM284661(NAD 83)
 NS0080_MARKER: DB = BENCH MARK DISK
 NS0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0080_STAMPING: 6613.497 R 19 1933
 NS0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0080+STABILITY: SURFACE MOTION
 NS0080
 NS0080  HISTORY     - Date     Condition        Report By
 NS0080  HISTORY     - 1933     MONUMENTED       CGS
 NS0080  HISTORY     - 1968     MARK NOT FOUND   USGS
 NS0080
 NS0080                          STATION DESCRIPTION
 NS0080
 NS0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0080'2.0 MI N FROM FARSON.
 NS0080'2.0 MILES NORTH ALONG THE ROAD TO SOUTH PASS CITY FROM FARSON,
 NS0080'SWEETWATER COUNTY, NEAR THE CREST OF A HILL, 450 FEET NORTHWEST OF A
 NS0080'BRIDGE, AND 52 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD.  A
 NS0080'STANDARD DISK, STAMPED 6613.497 R 19 1933 AND SET IN THE TOP OF A
 NS0080'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NS0080
 NS0080                          STATION RECOVERY (1968)
 NS0080
 NS0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NS0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0251 ***********************************************************************
 MP0251  DESIGNATION -  R 2 RESET
 MP0251  PID         -  MP0251
 MP0251  STATE/COUNTY-  WY/CARBON
 MP0251  USGS QUAD   -  RAWLINS (1981)
 MP0251
 MP0251                         *CURRENT SURVEY CONTROL
 MP0251  ___________________________________________________________________
 MP0251* NAD 83(1986)-  41 47 24.     (N)    107 14 25.     (W)     SCALED    
 MP0251* NAVD 88     -      2067.108  (meters)    6781.84   (feet)  ADJUSTED  
 MP0251  ___________________________________________________________________
 MP0251  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MP0251  DYNAMIC HT  -        2065.361 (meters)    6776.11  (feet)  COMP
 MP0251  MODELED GRAV-     979,703.7   (mgal)                       NAVD 88
 MP0251
 MP0251  VERT ORDER  -  FIRST     CLASS II
 MP0251
 MP0251.The horizontal coordinates were scaled from a topographic map and have
 MP0251.an estimated accuracy of +/- 6 seconds.
 MP0251
 MP0251.The orthometric height was determined by differential leveling
 MP0251.and adjusted by the National Geodetic Survey in June 1991..
 MP0251
 MP0251.The geoid height was determined by GEOID03.
 MP0251
 MP0251.The dynamic height is computed by dividing the NAVD 88
 MP0251.geopotential number by the normal gravity value computed on the
 MP0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0251.degrees latitude (g = 980.6199 gals.).
 MP0251
 MP0251.The modeled gravity was interpolated from observed gravity values.
 MP0251
 MP0251;                    North         East    Units  Estimated Accuracy
 MP0251;SPC WYEC     -   243,260.      407,740.      MT  (+/- 180 meters Scaled)
 MP0251
 MP0251                          SUPERSEDED SURVEY CONTROL
 MP0251
 MP0251  NGVD 29 (06/08/92) 2065.963  (m)         6778.08   (f) ADJUSTED    1 2
 MP0251
 MP0251.Superseded values are not recommended for survey control.
 MP0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0251.See file dsdata.txt to determine how the superseded data were derived.
 MP0251
 MP0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG138288(NAD 83)
 MP0251_MARKER: DB = BENCH MARK DISK
 MP0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0251_SP_SET: STEPS
 MP0251_STAMPING: R 2 RESET 1939
 MP0251_MARK LOGO: CGS   
 MP0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0251
 MP0251  HISTORY     - Date     Condition        Report By
 MP0251  HISTORY     - 1939     MONUMENTED       LOCENG
 MP0251  HISTORY     - 1983     GOOD             NGS
 MP0251
 MP0251                          STATION DESCRIPTION
 MP0251
 MP0251'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 MP0251'IN RAWLINS.
 MP0251'AT RAWLINS, AT THE NEW COUNTY COURT-HOUSE, AND SET ON THE SOUTH STEPS
 MP0251'OF THE CARBON COUNTY COURT HOUSE.
 MP0251
 MP0251                          STATION RECOVERY (1983)
 MP0251
 MP0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0251'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN RAWLINS, AT
 MP0251'THE INTERSECTION OF FOURTH AND WEST PINE STREETS, IN THE WEST END OF
 MP0251'THE SECOND STEP OF THE SOUTH ENTRANCE TO THE COUNTY COURTHOUSE, 61.3
 MP0251'METERS (201.1 FT) WEST OF THE CENTER OF FOURTH STREET, 40.6 METERS
 MP0251'(133.2 FT) NORTH OF THE CENTER OF WEST PINE STREET AND 4.3 METERS
 MP0251'(14.1 FT) SOUTHWEST OF THE CENTER OF THE ENTRANCE.
 MP0251'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0040 ***********************************************************************
 NS0040  DESIGNATION -  R 20
 NS0040  PID         -  NS0040
 NS0040  STATE/COUNTY-  WY/FREMONT
 NS0040  USGS QUAD   -  MINERS DELIGHT (1991)
 NS0040
 NS0040                         *CURRENT SURVEY CONTROL
 NS0040  ___________________________________________________________________
 NS0040* NAD 83(1986)-  42 32 22.     (N)    108 43 23.     (W)     SCALED    
 NS0040* NAVD 88     -      2541.091  (meters)    8336.90   (feet)  ADJUSTED  
 NS0040  ___________________________________________________________________
 NS0040  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 NS0040  DYNAMIC HT  -        2539.104 (meters)    8330.38  (feet)  COMP
 NS0040  MODELED GRAV-     979,745.1   (mgal)                       NAVD 88
 NS0040
 NS0040  VERT ORDER  -  FIRST     CLASS II
 NS0040
 NS0040.The horizontal coordinates were scaled from a topographic map and have
 NS0040.an estimated accuracy of +/- 6 seconds.
 NS0040
 NS0040.The orthometric height was determined by differential leveling
 NS0040.and adjusted by the National Geodetic Survey in June 1991..
 NS0040
 NS0040.The geoid height was determined by GEOID03.
 NS0040
 NS0040.The dynamic height is computed by dividing the NAVD 88
 NS0040.geopotential number by the normal gravity value computed on the
 NS0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0040.degrees latitude (g = 980.6199 gals.).
 NS0040
 NS0040.The modeled gravity was interpolated from observed gravity values.
 NS0040
 NS0040;                    North         East    Units  Estimated Accuracy
 NS0040;SPC WYWC     -   226,500.      602,210.      MT  (+/- 180 meters Scaled)
 NS0040
 NS0040                          SUPERSEDED SURVEY CONTROL
 NS0040
 NS0040  NGVD 29 (??/??/92) 2539.946  (m)         8333.14   (f) ADJ UNCH    1 2
 NS0040
 NS0040.Superseded values are not recommended for survey control.
 NS0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0040.See file dsdata.txt to determine how the superseded data were derived.
 NS0040
 NS0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN869121(NAD 83)
 NS0040_MARKER: DB = BENCH MARK DISK
 NS0040_SETTING: 66 = SET IN ROCK OUTCROP
 NS0040_SP_SET: OUTCROP
 NS0040_STAMPING: 8332.723 R 20 1933
 NS0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0040+STABILITY: POSITION/ELEVATION WELL
 NS0040
 NS0040  HISTORY     - Date     Condition        Report By
 NS0040  HISTORY     - 1933     MONUMENTED       CGS
 NS0040
 NS0040                          STATION DESCRIPTION
 NS0040
 NS0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0040'3.4 MI NE FROM ATLANTIC CITY.
 NS0040'3.4 MILES NORTHEAST ALONG A ROAD FROM ATLANTIC CITY, FREMONT COUNTY,
 NS0040'ON A PROMINENT KNOLL, 150 FEET NORTHEAST OF THE CENTER LINE OF THE
 NS0040'ROAD, AND IN THE TOP OF A PROMINENT SCHIST OUTCROP MARKED BY A STONE
 NS0040'PYRAMID.  A STANDARD DISK, STAMPED 8332.723 R 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0051 ***********************************************************************
 OW0051  DESIGNATION -  R 21
 OW0051  PID         -  OW0051
 OW0051  STATE/COUNTY-  WY/FREMONT
 OW0051  USGS QUAD   -  RIVERTON WEST (1978)
 OW0051
 OW0051                         *CURRENT SURVEY CONTROL
 OW0051  ___________________________________________________________________
 OW0051* NAD 83(1986)-  43 01 27.     (N)    108 23 10.     (W)     SCALED    
 OW0051* NAVD 88     -      1512.324  (meters)    4961.68   (feet)  ADJUSTED  
 OW0051  ___________________________________________________________________
 OW0051  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 OW0051  DYNAMIC HT  -        1511.332 (meters)    4958.43  (feet)  COMP
 OW0051  MODELED GRAV-     979,912.8   (mgal)                       NAVD 88
 OW0051
 OW0051  VERT ORDER  -  FIRST     CLASS II
 OW0051
 OW0051.The horizontal coordinates were scaled from a topographic map and have
 OW0051.an estimated accuracy of +/- 6 seconds.
 OW0051
 OW0051.The orthometric height was determined by differential leveling
 OW0051.and adjusted by the National Geodetic Survey in June 1991..
 OW0051
 OW0051.The geoid height was determined by GEOID03.
 OW0051
 OW0051.The dynamic height is computed by dividing the NAVD 88
 OW0051.geopotential number by the normal gravity value computed on the
 OW0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0051.degrees latitude (g = 980.6199 gals.).
 OW0051
 OW0051.The modeled gravity was interpolated from observed gravity values.
 OW0051
 OW0051;                    North         East    Units  Estimated Accuracy
 OW0051;SPC WYWC     -   280,400.      629,660.      MT  (+/- 180 meters Scaled)
 OW0051
 OW0051                          SUPERSEDED SURVEY CONTROL
 OW0051
 OW0051  NGVD 29 (??/??/92) 1511.338  (m)         4958.45   (f) ADJ UNCH    1 2
 OW0051
 OW0051.Superseded values are not recommended for survey control.
 OW0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0051.See file dsdata.txt to determine how the superseded data were derived.
 OW0051
 OW0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN129668(NAD 83)
 OW0051_MARKER: DB = BENCH MARK DISK
 OW0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0051_SP_SET: SIDEWALK
 OW0051_STAMPING: 4957.925 R 21 1933
 OW0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0051
 OW0051  HISTORY     - Date     Condition        Report By
 OW0051  HISTORY     - 1933     MONUMENTED       CGS
 OW0051
 OW0051                          STATION DESCRIPTION
 OW0051
 OW0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0051'IN RIVERTON.
 OW0051'AT RIVERTON, FREMONT COUNTY, AT THE MASONIC BUILDING, AT THE SOUTH
 OW0051'SIDE OF THE WEST ENTRANCE, AND IN THE SIDEWALK.  A STANDARD DISK,
 OW0051'STAMPED 4957.925 R 21 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0018 ***********************************************************************
 OW0018  DESIGNATION -  R 23
 OW0018  PID         -  OW0018
 OW0018  STATE/COUNTY-  WY/WASHAKIE
 OW0018  USGS QUAD   -  NEIBER (1985)
 OW0018
 OW0018                         *CURRENT SURVEY CONTROL
 OW0018  ___________________________________________________________________
 OW0018* NAD 83(1986)-  43 55 18.     (N)    108 03 48.     (W)     SCALED    
 OW0018* NAVD 88     -      1268.651  (meters)    4162.23   (feet)  ADJUSTED  
 OW0018  ___________________________________________________________________
 OW0018  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 OW0018  DYNAMIC HT  -        1268.031 (meters)    4160.20  (feet)  COMP
 OW0018  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 OW0018
 OW0018  VERT ORDER  -  FIRST     CLASS II
 OW0018
 OW0018.The horizontal coordinates were scaled from a topographic map and have
 OW0018.an estimated accuracy of +/- 6 seconds.
 OW0018
 OW0018.The orthometric height was determined by differential leveling
 OW0018.and adjusted by the National Geodetic Survey in June 1991..
 OW0018.WARNING-Repeat measurements at this control monument indicate possible
 OW0018.vertical movement.
 OW0018
 OW0018.The geoid height was determined by GEOID03.
 OW0018
 OW0018.The dynamic height is computed by dividing the NAVD 88
 OW0018.geopotential number by the normal gravity value computed on the
 OW0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0018.degrees latitude (g = 980.6199 gals.).
 OW0018
 OW0018.The modeled gravity was interpolated from observed gravity values.
 OW0018
 OW0018;                    North         East    Units  Estimated Accuracy
 OW0018;SPC WYEC     -   480,310.      341,380.      MT  (+/- 180 meters Scaled)
 OW0018
 OW0018                          SUPERSEDED SURVEY CONTROL
 OW0018
 OW0018  NGVD 29 (06/08/92) 1267.842  (m)         4159.58   (f) ADJUSTED    1 2
 OW0018
 OW0018.Superseded values are not recommended for survey control.
 OW0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0018.See file dsdata.txt to determine how the superseded data were derived.
 OW0018
 OW0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP357673(NAD 83)
 OW0018_MARKER: DB = BENCH MARK DISK
 OW0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0018_SP_SET: BRIDGE
 OW0018_STAMPING: 4158.971 R 23 1933
 OW0018_MARK LOGO: CGS   
 OW0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0018
 OW0018  HISTORY     - Date     Condition        Report By
 OW0018  HISTORY     - 1933     MONUMENTED       CGS
 OW0018  HISTORY     - 1979     GOOD             NGS
 OW0018  HISTORY     - 1982     GOOD             NGS
 OW0018
 OW0018                          STATION DESCRIPTION
 OW0018
 OW0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0018'0.2 MI NE FROM NEIBER.
 OW0018'0.2 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OW0018'FROM NEIBER, WASHAKIE COUNTY, AT CONCRETE BRIDGE NO. 360.07, IN THE
 OW0018'TOP OF THE SOUTHWEST ABUTMENT, AND AT THE NORTHWEST EDGE.  A STANDARD
 OW0018'DISK, STAMPED 4158.971 R 23 1933.
 OW0018
 OW0018                          STATION RECOVERY (1979)
 OW0018
 OW0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OW0018'9.1 MILES SW ALONG U.S. HWY. 20 FROM THE COURTHOUSE AT WORLAND,
 OW0018'WASHAKIE COUNTY, TO THE INTERSECTION WITH WYOMING HWYS. 431 AND 432,
 OW0018'THENCE 0.1 MILE SE ALONG HWY. 432 TO THE BURLINGTON NORTHERN
 OW0018'RAILROAD, THENCE 0.1 MILE SW ALONG RAILROAD TO BRIDGE NO. 360.07 OVER
 OW0018'GOOSEBERRY CREEK, THENCE 52 FEET SW AND 9 FEET NW OF CENTER OF BRIDGE
 OW0018'AND 1 FOOT LOWER THAN BRIDGE, SET IN THE BRIDGE ABUTMENT. A STANDARD
 OW0018'DISK, STAMPED 4158.971 R 23 1933.
 OW0018
 OW0018                          STATION RECOVERY (1982)
 OW0018
 OW0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0018'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  14.5 KM (9.0
 OW0018'MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH U. S.
 OW0018'HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.1 KM (0.05 MI)
 OW0018'SOUTHWEST OF A PAVED CROSSROAD, IN THE NORTHWEST END OF THE SOUTHWEST
 OW0018'CONCRETE ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD OVERPASS OF
 OW0018'GOOSEBERRY CREEK, 154.8 METERS (507.9 FT) SOUTHEAST OF THE CENTERLINE
 OW0018'OF THE HIGHWAY AND 1.7 METERS (5.6 FT) NORTHWEST OF THE NEAR RAIL.
 OW0018'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0007 ***********************************************************************
 PX0007  DESIGNATION -  R 24
 PX0007  PID         -  PX0007
 PX0007  STATE/COUNTY-  WY/BIG HORN
 PX0007  USGS QUAD   -  GREYBULL NORTH (1966)
 PX0007
 PX0007                         *CURRENT SURVEY CONTROL
 PX0007  ___________________________________________________________________
 PX0007* NAD 83(1986)-  44 30 39.     (N)    108 06 47.     (W)     SCALED    
 PX0007* NAVD 88     -      1207.144  (meters)    3960.44   (feet)  ADJUSTED  
 PX0007  ___________________________________________________________________
 PX0007  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 PX0007  DYNAMIC HT  -        1206.650 (meters)    3958.82  (feet)  COMP
 PX0007  MODELED GRAV-     980,166.7   (mgal)                       NAVD 88
 PX0007
 PX0007  VERT ORDER  -  FIRST     CLASS II
 PX0007
 PX0007.The horizontal coordinates were scaled from a topographic map and have
 PX0007.an estimated accuracy of +/- 6 seconds.
 PX0007
 PX0007.The orthometric height was determined by differential leveling
 PX0007.and adjusted by the National Geodetic Survey in June 1991..
 PX0007.WARNING-Repeat measurements at this control monument indicate possible
 PX0007.vertical movement.
 PX0007
 PX0007.The geoid height was determined by GEOID03.
 PX0007
 PX0007.The dynamic height is computed by dividing the NAVD 88
 PX0007.geopotential number by the normal gravity value computed on the
 PX0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0007.degrees latitude (g = 980.6199 gals.).
 PX0007
 PX0007.The modeled gravity was interpolated from observed gravity values.
 PX0007
 PX0007;                    North         East    Units  Estimated Accuracy
 PX0007;SPC WYEC     -   545,800.      338,000.      MT  (+/- 180 meters Scaled)
 PX0007
 PX0007                          SUPERSEDED SURVEY CONTROL
 PX0007
 PX0007  NGVD 29 (??/??/92) 1206.327  (m)         3957.76   (f) ADJ UNCH    1 2
 PX0007
 PX0007.Superseded values are not recommended for survey control.
 PX0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0007.See file dsdata.txt to determine how the superseded data were derived.
 PX0007
 PX0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ294326(NAD 83)
 PX0007_MARKER: DB = BENCH MARK DISK
 PX0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0007_STAMPING: 3957.472 R 24 1933
 PX0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0007+STABILITY: SURFACE MOTION
 PX0007
 PX0007  HISTORY     - Date     Condition        Report By
 PX0007  HISTORY     - 1933     MONUMENTED       CGS
 PX0007  HISTORY     - 1966     MARK NOT FOUND   NGS
 PX0007
 PX0007                          STATION DESCRIPTION
 PX0007
 PX0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PX0007'3.5 MI NW FROM GREYBULL.
 PX0007'3.5 MILES NW ALONG U.S. HIGHWAY 20 FROM GREYBULL, BIG HORN COUNTY, 2.3
 PX0007'MILES N. OF AN OVERHEAD RR CROSSING, 65 FEET S. OF THE CENTERLINE OF
 PX0007'THE HIGHWAY.  A STANDARD DISK, STAMPED 3957.472 R 24 1933 AND SET IN
 PX0007'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. NOTE--
 PX0007'THE HIGHWAY HAS BEEN REBUILT AT THIS LOCATION AND THE MARK IS BELIEVED
 PX0007'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0139 ***********************************************************************
 OV0139  DESIGNATION -  R 26
 OV0139  PID         -  OV0139
 OV0139  STATE/COUNTY-  WY/NATRONA
 OV0139  USGS QUAD   -  ARMINTO NW (1952)
 OV0139
 OV0139                         *CURRENT SURVEY CONTROL
 OV0139  ___________________________________________________________________
 OV0139* NAD 83(1986)-  43 12 17.     (N)    107 26 25.     (W)     SCALED    
 OV0139* NAVD 88     -      1743.448  (meters)    5719.96   (feet)  POSTED    
 OV0139  ___________________________________________________________________
 OV0139  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 OV0139  DYNAMIC HT  -        1742.250 (meters)    5716.03  (feet)  COMP
 OV0139  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 OV0139
 OV0139  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0139
 OV0139.The horizontal coordinates were scaled from a topographic map and have
 OV0139.an estimated accuracy of +/- 6 seconds.
 OV0139
 OV0139.The orthometric height was determined by differential leveling
 OV0139.and adjusted by the National Geodetic Survey in 1992..
 OV0139.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0139.rate of 0.0 thru 1.0 mm/km.
 OV0139
 OV0139.The geoid height was determined by GEOID03.
 OV0139
 OV0139.The dynamic height is computed by dividing the NAVD 88
 OV0139.geopotential number by the normal gravity value computed on the
 OV0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0139.degrees latitude (g = 980.6199 gals.).
 OV0139
 OV0139.The modeled gravity was interpolated from observed gravity values.
 OV0139
 OV0139;                    North         East    Units  Estimated Accuracy
 OV0139;SPC WYEC     -   400,400.      391,310.      MT  (+/- 180 meters Scaled)
 OV0139
 OV0139                          SUPERSEDED SURVEY CONTROL
 OV0139
 OV0139  NGVD 29 (??/??/92) 1742.322  (m)         5716.27   (f) ADJ UNCH    1 2
 OV0139
 OV0139.Superseded values are not recommended for survey control.
 OV0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0139.See file dsdata.txt to determine how the superseded data were derived.
 OV0139
 OV0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH017864(NAD 83)
 OV0139_MARKER: DB = BENCH MARK DISK
 OV0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0139_STAMPING: R 26 1934
 OV0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0139+STABILITY: SURFACE MOTION
 OV0139
 OV0139  HISTORY     - Date     Condition        Report By
 OV0139  HISTORY     - 1934     MONUMENTED       CGS
 OV0139
 OV0139                          STATION DESCRIPTION
 OV0139
 OV0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0139'3.9 MI E FROM MADDEN.
 OV0139'IN NATRONA COUNTY, ABOUT 3.9 MILES EAST ALONG THE CHICAGO, BURLINGTON
 OV0139'AND QUINCY RAILROAD FROM THE STATION AT MADDEN, FREMONT COUNTY, ABOUT
 OV0139'675 FEET EAST OF MILEPOST 270, ON A HIGH PORTION OF GROUND BETWEEN A
 OV0139'DRY RUN AND AN OLD RIVER BED, 92.5 FEET NORTH OF THE NORTH RAIL, AND
 OV0139'5.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R
 OV0139'26 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0014 ***********************************************************************
 NS0014  DESIGNATION -  R 28
 NS0014  PID         -  NS0014
 NS0014  STATE/COUNTY-  WY/FREMONT
 NS0014  USGS QUAD   -  SWEETWATER STATION (1953)
 NS0014
 NS0014                         *CURRENT SURVEY CONTROL
 NS0014  ___________________________________________________________________
 NS0014* NAD 83(1986)-  42 32 35.     (N)    108 13 12.     (W)     SCALED    
 NS0014* NAVD 88     -      2008.591  (meters)    6589.85   (feet)  ADJUSTED  
 NS0014  ___________________________________________________________________
 NS0014  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 NS0014  DYNAMIC HT  -        2007.106 (meters)    6584.98  (feet)  COMP
 NS0014  MODELED GRAV-     979,809.6   (mgal)                       NAVD 88
 NS0014
 NS0014  VERT ORDER  -  SECOND    CLASS 0
 NS0014
 NS0014.The horizontal coordinates were scaled from a topographic map and have
 NS0014.an estimated accuracy of +/- 6 seconds.
 NS0014
 NS0014.The orthometric height was determined by differential leveling
 NS0014.and adjusted by the National Geodetic Survey in June 1991..
 NS0014
 NS0014.The geoid height was determined by GEOID03.
 NS0014
 NS0014.The dynamic height is computed by dividing the NAVD 88
 NS0014.geopotential number by the normal gravity value computed on the
 NS0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0014.degrees latitude (g = 980.6199 gals.).
 NS0014
 NS0014.The modeled gravity was interpolated from observed gravity values.
 NS0014
 NS0014;                    North         East    Units  Estimated Accuracy
 NS0014;SPC WYWC     -   227,030.      643,530.      MT  (+/- 180 meters Scaled)
 NS0014
 NS0014                          SUPERSEDED SURVEY CONTROL
 NS0014
 NS0014  NGVD 29 (??/??/92) 2007.494  (m)         6586.25   (f) ADJ UNCH    2 0
 NS0014
 NS0014.Superseded values are not recommended for survey control.
 NS0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0014.See file dsdata.txt to determine how the superseded data were derived.
 NS0014
 NS0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN282138(NAD 83)
 NS0014_MARKER: DB = BENCH MARK DISK
 NS0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0014_STAMPING: R 28 1934
 NS0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0014+STABILITY: SURFACE MOTION
 NS0014
 NS0014  HISTORY     - Date     Condition        Report By
 NS0014  HISTORY     - 1934     MONUMENTED       CGS
 NS0014  HISTORY     - 1953     MARK NOT FOUND   NGS
 NS0014
 NS0014                          STATION DESCRIPTION
 NS0014
 NS0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0014'37.6 MI SE FROM LANDER.
 NS0014'ABOUT 37.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 NS0014'AT LANDER, FREMONT COUNTY, 2.1 MI NW OF SWEETWATER STATION, ABOUT
 NS0014'1.6 MILES NORHTWEST OF THE JUNCTION WITH SAND DRAW ROAD, ABOUT 3.6
 NS0014'MILES SOUTHEAST OF THE INTERSECTION WITH ATLANTIC CITY ROAD, ABOUT 745
 NS0014'FEET WEST OF A BRIDGE, 51 FEET NORTH OF THE CENTER LINE OF THE
 NS0014'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 NS0014'STAMPED R 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NS0014
 NS0014                          STATION RECOVERY (1953)
 NS0014
 NS0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 NS0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0170 ***********************************************************************
 NR0170  DESIGNATION -  R 30
 NR0170  PID         -  NR0170
 NR0170  STATE/COUNTY-  WY/CARBON
 NR0170  USGS QUAD   -  LAMONT (1981)
 NR0170
 NR0170                         *CURRENT SURVEY CONTROL
 NR0170  ___________________________________________________________________
 NR0170* NAD 83(1986)-  42 09 46.     (N)    107 26 29.     (W)     SCALED    
 NR0170* NAVD 88     -      1989.815  (meters)    6528.25   (feet)  ADJUSTED  
 NR0170  ___________________________________________________________________
 NR0170  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 NR0170  DYNAMIC HT  -        1988.201 (meters)    6522.96  (feet)  COMP
 NR0170  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 NR0170
 NR0170  VERT ORDER  -  FIRST     CLASS II
 NR0170
 NR0170.The horizontal coordinates were scaled from a topographic map and have
 NR0170.an estimated accuracy of +/- 6 seconds.
 NR0170
 NR0170.The orthometric height was determined by differential leveling
 NR0170.and adjusted by the National Geodetic Survey in June 1991..
 NR0170
 NR0170.The geoid height was determined by GEOID03.
 NR0170
 NR0170.The dynamic height is computed by dividing the NAVD 88
 NR0170.geopotential number by the normal gravity value computed on the
 NR0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0170.degrees latitude (g = 980.6199 gals.).
 NR0170
 NR0170.The modeled gravity was interpolated from observed gravity values.
 NR0170
 NR0170;                    North         East    Units  Estimated Accuracy
 NR0170;SPC WYEC     -   284,660.      391,070.      MT  (+/- 180 meters Scaled)
 NR0170
 NR0170                          SUPERSEDED SURVEY CONTROL
 NR0170
 NR0170  NGVD 29 (??/??/92) 1988.678  (m)         6524.52   (f) ADJ UNCH    1 2
 NR0170
 NR0170.Superseded values are not recommended for survey control.
 NR0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0170.See file dsdata.txt to determine how the superseded data were derived.
 NR0170
 NR0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG983707(NAD 83)
 NR0170_MARKER: DB = BENCH MARK DISK
 NR0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0170_STAMPING: R 30 1933
 NR0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0170+STABILITY: SURFACE MOTION
 NR0170
 NR0170  HISTORY     - Date     Condition        Report By
 NR0170  HISTORY     - 1933     MONUMENTED       CGS
 NR0170  HISTORY     - 1956     GOOD             NGS
 NR0170  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0170
 NR0170                          STATION DESCRIPTION
 NR0170
 NR0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NR0170'30.2 MI N FROM RAWLINS.
 NR0170'30.2 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 NR0170'RAWLINS, CARBON COUNTY, AT THE TOP OF A RISE FROM THE SOUTH, AT A
 NR0170'CURVE TO THE RIGHT, AND 46 FEET EAST OF THE CENTER LINE OF THE
 NR0170'HIGHWAY.  A STANDARD DISK, STAMPED R 30 1933 AND SET IN THE TOP OF A
 NR0170'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- AUGUST 1956
 NR0170'REPORT-DUE TO HIGHWAY RELOCATION, IT IS NOW ABOUT 38 FEET EAST OF THE
 NR0170'CENTER LINE OF THE HIGHWAY.  IT NO LONGER PROJECTS ABOVE GROUND, BUT
 NR0170'IS FLUSH WITH THE GROUND SURFACE.
 NR0170
 NR0170                          STATION RECOVERY (1982)
 NR0170
 NR0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0135 ***********************************************************************
 NR0135  DESIGNATION -  R 31
 NR0135  PID         -  NR0135
 NR0135  STATE/COUNTY-  WY/NATRONA
 NR0135  USGS QUAD   -  BENTON BASIN SW (1984)
 NR0135
 NR0135                         *CURRENT SURVEY CONTROL
 NR0135  ___________________________________________________________________
 NR0135* NAD 83(1986)-  42 33 49.     (N)    106 54 58.     (W)     SCALED    
 NR0135* NAVD 88     -      1880.967  (meters)    6171.14   (feet)  ADJUSTED  
 NR0135  ___________________________________________________________________
 NR0135  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 NR0135  DYNAMIC HT  -        1879.682 (meters)    6166.92  (feet)  COMP
 NR0135  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 NR0135
 NR0135  VERT ORDER  -  FIRST     CLASS II
 NR0135
 NR0135.The horizontal coordinates were scaled from a topographic map and have
 NR0135.an estimated accuracy of +/- 6 seconds.
 NR0135
 NR0135.The orthometric height was determined by differential leveling
 NR0135.and adjusted by the National Geodetic Survey in June 1991..
 NR0135
 NR0135.The geoid height was determined by GEOID03.
 NR0135
 NR0135.The dynamic height is computed by dividing the NAVD 88
 NR0135.geopotential number by the normal gravity value computed on the
 NR0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0135.degrees latitude (g = 980.6199 gals.).
 NR0135
 NR0135.The modeled gravity was interpolated from observed gravity values.
 NR0135
 NR0135;                    North         East    Units  Estimated Accuracy
 NR0135;SPC WYEC     -   329,260.      434,260.      MT  (+/- 180 meters Scaled)
 NR0135
 NR0135                          SUPERSEDED SURVEY CONTROL
 NR0135
 NR0135  NGVD 29 (??/??/92) 1880.030  (m)         6168.07   (f) ADJ UNCH    1 2
 NR0135
 NR0135.Superseded values are not recommended for survey control.
 NR0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0135.See file dsdata.txt to determine how the superseded data were derived.
 NR0135
 NR0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH427141(NAD 83)
 NR0135_MARKER: DB = BENCH MARK DISK
 NR0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0135_STAMPING: R 31 1933
 NR0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0135+STABILITY: SURFACE MOTION
 NR0135
 NR0135  HISTORY     - Date     Condition        Report By
 NR0135  HISTORY     - 1933     MONUMENTED       CGS
 NR0135  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0135
 NR0135                          STATION DESCRIPTION
 NR0135
 NR0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0135'39.8 MI SW FROM CASPER.
 NR0135'39.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0135'CASPER, NATRONA COUNTY, 4.3 MILES WEST OF THE JUNCTION OF THE ROAD
 NR0135'LEADING TO PATHFINDER DAM, AND 48.5 FEET NORTH OF THE CENTER LINE OF
 NR0135'THE HIGHWAY.  A STANDARD DISK, STAMPED R 31 1933 AND SET IN THE TOP OF
 NR0135'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0135
 NR0135                          STATION RECOVERY (1982)
 NR0135
 NR0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0221 ***********************************************************************
 MO0221  DESIGNATION -  R 311
 MO0221  PID         -  MO0221
 MO0221  STATE/COUNTY-  WY/LARAMIE
 MO0221  USGS QUAD   -  BORIE (1994)
 MO0221
 MO0221                         *CURRENT SURVEY CONTROL
 MO0221  ___________________________________________________________________
 MO0221* NAD 83(1986)-  41 02 26.     (N)    104 53 09.     (W)     SCALED    
 MO0221* NAVD 88     -      1922.152  (meters)    6306.26   (feet)  ADJUSTED  
 MO0221  ___________________________________________________________________
 MO0221  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 MO0221  DYNAMIC HT  -        1920.456 (meters)    6300.70  (feet)  COMP
 MO0221  MODELED GRAV-     979,673.1   (mgal)                       NAVD 88
 MO0221
 MO0221  VERT ORDER  -  FIRST     CLASS II
 MO0221
 MO0221.The horizontal coordinates were scaled from a topographic map and have
 MO0221.an estimated accuracy of +/- 6 seconds.
 MO0221
 MO0221.The orthometric height was determined by differential leveling
 MO0221.and adjusted by the National Geodetic Survey in June 1991..
 MO0221
 MO0221.The geoid height was determined by GEOID03.
 MO0221
 MO0221.The dynamic height is computed by dividing the NAVD 88
 MO0221.geopotential number by the normal gravity value computed on the
 MO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0221.degrees latitude (g = 980.6199 gals.).
 MO0221
 MO0221.The modeled gravity was interpolated from observed gravity values.
 MO0221
 MO0221;                    North         East    Units  Estimated Accuracy
 MO0221;SPC WY E     -    60,060.      223,610.      MT  (+/- 180 meters Scaled)
 MO0221
 MO0221                          SUPERSEDED SURVEY CONTROL
 MO0221
 MO0221  NGVD 29 (??/??/92) 1921.106  (m)         6302.83   (f) ADJ UNCH    1 2
 MO0221
 MO0221.Superseded values are not recommended for survey control.
 MO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0221.See file dsdata.txt to determine how the superseded data were derived.
 MO0221
 MO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF095432(NAD 83)
 MO0221_MARKER: DB = BENCH MARK DISK
 MO0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0221_SP_SET: ABUTMENT
 MO0221_STAMPING: R 311 1939
 MO0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0221
 MO0221  HISTORY     - Date     Condition        Report By
 MO0221  HISTORY     - 1939     MONUMENTED       CGS
 MO0221  HISTORY     - 1956     GOOD             NGS
 MO0221
 MO0221                          STATION DESCRIPTION
 MO0221
 MO0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0221'9.1 MI S FROM CHEYENNE.
 MO0221'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0221'STATION AT CHEYENNE, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 MO0221'ROAD, THENCE 5.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD,
 MO0221'4 POLES NORTHWEST OF THE UNDERPASS OF U.S. HIGHWAY 87, 5 POLES
 MO0221'SOUTHEAST OF MILEPOST 97, 7.6 FEET NORTHEAST OF THE NORTHEAST
 MO0221'RAIL, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 MO0221'CONCRETE ABUTMENT OF TRESTLE 96.88 WHICH IS ALSO AN OVERPASS
 MO0221'OVER A DIRT ROAD, IN THE NORTHWEST 1/4 OF SECTION 3, TOWNSHIP
 MO0221'12 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0025 ***********************************************************************
 OX0025  DESIGNATION -  R 312
 OX0025  PID         -  OX0025
 OX0025  STATE/COUNTY-  WY/TETON
 OX0025  USGS QUAD   -  GRIZZLY LAKE (1996)
 OX0025
 OX0025                         *CURRENT SURVEY CONTROL
 OX0025  ___________________________________________________________________
 OX0025* NAD 83(1986)-  43 36 10.     (N)    110 24 01.     (W)     SCALED    
 OX0025* NAVD 88     -      2212.245  (meters)    7258.01   (feet)  ADJUSTED  
 OX0025  ___________________________________________________________________
 OX0025  GEOID HEIGHT-          -8.69  (meters)                     GEOID03
 OX0025  DYNAMIC HT  -        2210.642 (meters)    7252.75  (feet)  COMP
 OX0025  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 OX0025
 OX0025  VERT ORDER  -  SECOND    CLASS 0
 OX0025
 OX0025.The horizontal coordinates were scaled from a topographic map and have
 OX0025.an estimated accuracy of +/- 6 seconds.
 OX0025
 OX0025.The orthometric height was determined by differential leveling
 OX0025.and adjusted by the National Geodetic Survey in June 1991..
 OX0025
 OX0025.The geoid height was determined by GEOID03.
 OX0025
 OX0025.The dynamic height is computed by dividing the NAVD 88
 OX0025.geopotential number by the normal gravity value computed on the
 OX0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0025.degrees latitude (g = 980.6199 gals.).
 OX0025
 OX0025.The modeled gravity was interpolated from observed gravity values.
 OX0025
 OX0025;                    North         East    Units  Estimated Accuracy
 OX0025;SPC WY W     -   444,670.      774,410.      MT  (+/- 180 meters Scaled)
 OX0025
 OX0025                          SUPERSEDED SURVEY CONTROL
 OX0025
 OX0025  NGVD 29 (??/??/92) 2210.823  (m)         7253.34   (f) ADJ UNCH    2 0
 OX0025
 OX0025.Superseded values are not recommended for survey control.
 OX0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0025.See file dsdata.txt to determine how the superseded data were derived.
 OX0025
 OX0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP484279(NAD 83)
 OX0025_MARKER: DB = BENCH MARK DISK
 OX0025_SETTING: 80 = SET IN A BOULDER
 OX0025_SP_SET: BOULDER
 OX0025_STAMPING: R 312 1946
 OX0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0025+STABILITY: SURFACE MOTION
 OX0025
 OX0025  HISTORY     - Date     Condition        Report By
 OX0025  HISTORY     - 1946     MONUMENTED       CGS
 OX0025  HISTORY     - 1965     GOOD             USGS
 OX0025
 OX0025                          STATION DESCRIPTION
 OX0025
 OX0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0025'14.95 MI E FROM KELLY.
 OX0025'ALONG GROS VENTRE RIVER ROAD, ABOUT 14.95 MILES EAST OF KELLY POST
 OX0025'OFFICE (BY ROAD), ABOUT 1.5 MILES EAST OF BRIDGE OVER CRYSTAL CREEK,
 OX0025'SET IN FLAT-TOPPED BOULDER 37 FEET SOUTHWEST OF CENTER LINE OF ROAD,
 OX0025'14 FEET WEST OF TRIANGULAR-SHAPED BOULDER WITH NORTHWEST SIDE PAINTED
 OX0025'WHITE.  A STANDARD DISK, STAMPED R 312 1946 AND SET IN A BOULDER.
 OX0025
 OX0025                          STATION RECOVERY (1965)
 OX0025
 OX0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0153 ***********************************************************************
 OX0153  DESIGNATION -  R 313
 OX0153  PID         -  OX0153
 OX0153  STATE/COUNTY-  WY/LINCOLN
 OX0153  USGS QUAD   -  DEER CREEK (1979)
 OX0153
 OX0153                         *CURRENT SURVEY CONTROL
 OX0153  ___________________________________________________________________
 OX0153* NAD 83(1986)-  43 04 55.     (N)    110 50 28.     (W)     SCALED    
 OX0153* NAVD 88     -      1890.196  (meters)    6201.42   (feet)  ADJUSTED  
 OX0153  ___________________________________________________________________
 OX0153  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 OX0153  DYNAMIC HT  -        1888.860 (meters)    6197.03  (feet)  COMP
 OX0153  MODELED GRAV-     979,846.3   (mgal)                       NAVD 88
 OX0153
 OX0153  VERT ORDER  -  SECOND    CLASS 0
 OX0153
 OX0153.The horizontal coordinates were scaled from a topographic map and have
 OX0153.an estimated accuracy of +/- 6 seconds.
 OX0153
 OX0153.The orthometric height was determined by differential leveling
 OX0153.and adjusted by the National Geodetic Survey in June 1991..
 OX0153
 OX0153.The geoid height was determined by GEOID03.
 OX0153
 OX0153.The dynamic height is computed by dividing the NAVD 88
 OX0153.geopotential number by the normal gravity value computed on the
 OX0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0153.degrees latitude (g = 980.6199 gals.).
 OX0153
 OX0153.The modeled gravity was interpolated from observed gravity values.
 OX0153
 OX0153;                    North         East    Units  Estimated Accuracy
 OX0153;SPC WY W     -   387,040.      738,300.      MT  (+/- 180 meters Scaled)
 OX0153
 OX0153                          SUPERSEDED SURVEY CONTROL
 OX0153
 OX0153  NGVD 29 (??/??/92) 1888.893  (m)         6197.14   (f) ADJ UNCH    2 0
 OX0153
 OX0153.Superseded values are not recommended for survey control.
 OX0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0153.See file dsdata.txt to determine how the superseded data were derived.
 OX0153
 OX0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN129699(NAD 83)
 OX0153_MARKER: DB = BENCH MARK DISK
 OX0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0153_STAMPING: R 313 1946
 OX0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0153+STABILITY: SURFACE MOTION
 OX0153
 OX0153  HISTORY     - Date     Condition        Report By
 OX0153  HISTORY     - 1946     MONUMENTED       CGS
 OX0153  HISTORY     - 1965     GOOD             NGS
 OX0153
 OX0153                          STATION DESCRIPTION
 OX0153
 OX0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0153'16.1 MI SE FROM ALPINE.
 OX0153'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0153'THENCE 14.5 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 0.1 MILE SOUTHEAST
 OX0153'OF A CORRUGATED METAL PIPE CULVERT, 30 FEET EAST OF THE CENTER LINE OF
 OX0153'THE ROAD, 10 FEET NORTH OF A GROUP OF SMALL PINE TREES IN AN OPEN
 OX0153'FIELD, 3 FEET WEST OF A WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD, AND
 OX0153'SET IN THE TOP OF A CONCRETE POST.
 OX0153
 OX0153                          STATION RECOVERY (1965)
 OX0153
 OX0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0094 ***********************************************************************
 NT0094  DESIGNATION -  R 314
 NT0094  PID         -  NT0094
 NT0094  STATE/COUNTY-  WY/LINCOLN
 NT0094  USGS QUAD   -  PARK CREEK (1980)
 NT0094
 NT0094                         *CURRENT SURVEY CONTROL
 NT0094  ___________________________________________________________________
 NT0094* NAD 83(1986)-  42 45 49.     (N)    110 40 23.     (W)     SCALED    
 NT0094* NAVD 88     -      2186.257  (meters)    7172.74   (feet)  ADJUSTED  
 NT0094  ___________________________________________________________________
 NT0094  GEOID HEIGHT-         -10.36  (meters)                     GEOID03
 NT0094  DYNAMIC HT  -        2184.568 (meters)    7167.20  (feet)  COMP
 NT0094  MODELED GRAV-     979,769.7   (mgal)                       NAVD 88
 NT0094
 NT0094  VERT ORDER  -  SECOND    CLASS 0
 NT0094
 NT0094.The horizontal coordinates were scaled from a topographic map and have
 NT0094.an estimated accuracy of +/- 6 seconds.
 NT0094
 NT0094.The orthometric height was determined by differential leveling
 NT0094.and adjusted by the National Geodetic Survey in June 1991..
 NT0094
 NT0094.The geoid height was determined by GEOID03.
 NT0094
 NT0094.The dynamic height is computed by dividing the NAVD 88
 NT0094.geopotential number by the normal gravity value computed on the
 NT0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0094.degrees latitude (g = 980.6199 gals.).
 NT0094
 NT0094.The modeled gravity was interpolated from observed gravity values.
 NT0094
 NT0094;                    North         East    Units  Estimated Accuracy
 NT0094;SPC WY W     -   351,560.      751,730.      MT  (+/- 180 meters Scaled)
 NT0094
 NT0094                          SUPERSEDED SURVEY CONTROL
 NT0094
 NT0094  NGVD 29 (??/??/92) 2184.880  (m)         7168.23   (f) ADJ UNCH    2 0
 NT0094
 NT0094.Superseded values are not recommended for survey control.
 NT0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0094.See file dsdata.txt to determine how the superseded data were derived.
 NT0094
 NT0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN267346(NAD 83)
 NT0094_MARKER: DB = BENCH MARK DISK
 NT0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0094_STAMPING: R 314 1946
 NT0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0094+STABILITY: SURFACE MOTION
 NT0094
 NT0094  HISTORY     - Date     Condition        Report By
 NT0094  HISTORY     - 1946     MONUMENTED       CGS
 NT0094  HISTORY     - 1972     GOOD             NGS
 NT0094
 NT0094                          STATION DESCRIPTION
 NT0094
 NT0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0094'42.2 MI SE FROM ALPINE.
 NT0094'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0094'THENCE ABOUT 40.6 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 0.1 MILE
 NT0094'NORTHWEST OF ROCK CREEK, 57 FEET NORTH OF THE SOUTH END OF A LONG
 NT0094'SLOPING FLAT, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 7 FEET
 NT0094'NORTH OF A SMALL LONE PINE TREE, 3 FEET WEST OF A WITNESS POST, ABOUT
 NT0094'1 FOOT ABOVE THE ROAD LEVEL, AND SET IN THE TOP OF A CONCRETE POST.
 NT0094
 NT0094                          STATION RECOVERY (1972)
 NT0094
 NT0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0119 ***********************************************************************
 NT0119  DESIGNATION -  R 315
 NT0119  PID         -  NT0119
 NT0119  STATE/COUNTY-  WY/LINCOLN
 NT0119  USGS QUAD   -  POISON MEADOWS (1980)
 NT0119
 NT0119                         *CURRENT SURVEY CONTROL
 NT0119  ___________________________________________________________________
 NT0119* NAD 83(1986)-  42 34 31.     (N)    110 44 12.     (W)     SCALED    
 NT0119* NAVD 88     -      2724.959  (meters)    8940.14   (feet)  ADJUSTED  
 NT0119  ___________________________________________________________________
 NT0119  GEOID HEIGHT-         -10.81  (meters)                     GEOID03
 NT0119  DYNAMIC HT  -        2722.584 (meters)    8932.34  (feet)  COMP
 NT0119  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 NT0119
 NT0119  VERT ORDER  -  SECOND    CLASS 0
 NT0119
 NT0119.The horizontal coordinates were scaled from a topographic map and have
 NT0119.an estimated accuracy of +/- 6 seconds.
 NT0119
 NT0119.The orthometric height was determined by differential leveling
 NT0119.and adjusted by the National Geodetic Survey in June 1991..
 NT0119
 NT0119.The geoid height was determined by GEOID03.
 NT0119
 NT0119.The dynamic height is computed by dividing the NAVD 88
 NT0119.geopotential number by the normal gravity value computed on the
 NT0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0119.degrees latitude (g = 980.6199 gals.).
 NT0119
 NT0119.The modeled gravity was interpolated from observed gravity values.
 NT0119
 NT0119;                    North         East    Units  Estimated Accuracy
 NT0119;SPC WY W     -   330,680.      746,360.      MT  (+/- 180 meters Scaled)
 NT0119
 NT0119                          SUPERSEDED SURVEY CONTROL
 NT0119
 NT0119  NGVD 29 (??/??/92) 2723.420  (m)         8935.09   (f) ADJ UNCH    2 0
 NT0119
 NT0119.Superseded values are not recommended for survey control.
 NT0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0119.See file dsdata.txt to determine how the superseded data were derived.
 NT0119
 NT0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN216136(NAD 83)
 NT0119_MARKER: DB = BENCH MARK DISK
 NT0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0119_STAMPING: R 315 1946
 NT0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0119+STABILITY: SURFACE MOTION
 NT0119
 NT0119  HISTORY     - Date     Condition        Report By
 NT0119  HISTORY     - 1946     MONUMENTED       CGS
 NT0119  HISTORY     - 1974     MARK NOT FOUND   USGS
 NT0119
 NT0119                          STATION DESCRIPTION
 NT0119
 NT0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0119'23.7 MI SE FROM SMOOT.
 NT0119'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0119'THENCE ABOUT 16.7 MILES EASTERLY ALONG GREYS RIVER ROAD, ON A BARE
 NT0119'ROCKY SLOPE, 0.1 MILE SOUTH OF A WOODEN BRIDGE OVER SMITHS FORK CREEK,
 NT0119'36 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 66 FEET WEST OF A
 NT0119'GROUP OF SMALL SPRUCE TREES, ABOUT 7 FEET ABOVE THE ROAD LEVEL, 3 FEET
 NT0119'WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
 NT0119
 NT0119                          STATION RECOVERY (1974)
 NT0119
 NT0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NT0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0599 ***********************************************************************
 MO0599  DESIGNATION -  R 316
 MO0599  PID         -  MO0599
 MO0599  STATE/COUNTY-  WY/ALBANY
 MO0599  USGS QUAD   -  LARAMIE (1978)
 MO0599
 MO0599                         *CURRENT SURVEY CONTROL
 MO0599  ___________________________________________________________________
 MO0599* NAD 83(1986)-  41 21 57.     (N)    105 36 11.     (W)     SCALED    
 MO0599* NAVD 88     -      2171.807  (meters)    7125.34   (feet)  ADJUSTED  
 MO0599  ___________________________________________________________________
 MO0599  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0599  DYNAMIC HT  -        2169.944 (meters)    7119.22  (feet)  COMP
 MO0599  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 MO0599
 MO0599  VERT ORDER  -  FIRST     CLASS II
 MO0599
 MO0599.The horizontal coordinates were scaled from a topographic map and have
 MO0599.an estimated accuracy of +/- 6 seconds.
 MO0599
 MO0599.The orthometric height was determined by differential leveling
 MO0599.and adjusted by the National Geodetic Survey in June 1991..
 MO0599
 MO0599.The geoid height was determined by GEOID03.
 MO0599
 MO0599.The dynamic height is computed by dividing the NAVD 88
 MO0599.geopotential number by the normal gravity value computed on the
 MO0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0599.degrees latitude (g = 980.6199 gals.).
 MO0599
 MO0599.The modeled gravity was interpolated from observed gravity values.
 MO0599
 MO0599;                    North         East    Units  Estimated Accuracy
 MO0599;SPC WY E     -    96,240.      163,490.      MT  (+/- 180 meters Scaled)
 MO0599
 MO0599                          SUPERSEDED SURVEY CONTROL
 MO0599
 MO0599  NGVD 29 (??/??/92) 2170.766  (m)         7121.92   (f) ADJ UNCH    1 2
 MO0599
 MO0599.Superseded values are not recommended for survey control.
 MO0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0599.See file dsdata.txt to determine how the superseded data were derived.
 MO0599
 MO0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF495795(NAD 83)
 MO0599_MARKER: DB = BENCH MARK DISK
 MO0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0599_STAMPING: R 316 1947
 MO0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0599+STABILITY: SURFACE MOTION
 MO0599
 MO0599  HISTORY     - Date     Condition        Report By
 MO0599  HISTORY     - 1947     MONUMENTED       CGS
 MO0599  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0599
 MO0599                          STATION DESCRIPTION
 MO0599
 MO0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0599'4 MI N FROM LARAMIE.
 MO0599'4.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0599'AT LARAMIE, 169.0 FEET SOUTHEAST OF RAILROAD SIGNAL 570.0, 104.6
 MO0599'FEET WEST OF A FENCE, 80.6 FEET EAST OF AND 8.0 FEET LOWER THAN
 MO0599'THE EAST RAIL OF THE EAST TRACK, 12.3 FEET NORTH OF MILEPOST
 MO0599'570, 3.0 FEET SOUTH OF A 4 X 4 MARKER POST, SET IN THE TOP OF
 MO0599'A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 MO0599
 MO0599                          STATION RECOVERY (1983)
 MO0599
 MO0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0694 ***********************************************************************
 MO0694  DESIGNATION -  R 317
 MO0694  PID         -  MO0694
 MO0694  STATE/COUNTY-  WY/ALBANY
 MO0694  USGS QUAD   -  BOSLER (1981)
 MO0694
 MO0694                         *CURRENT SURVEY CONTROL
 MO0694  ___________________________________________________________________
 MO0694* NAD 83(1986)-  41 35 58.     (N)    105 43 11.     (W)     SCALED    
 MO0694* NAVD 88     -      2160.534  (meters)    7088.35   (feet)  ADJUSTED  
 MO0694  ___________________________________________________________________
 MO0694  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 MO0694  DYNAMIC HT  -        2158.702 (meters)    7082.34  (feet)  COMP
 MO0694  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 MO0694
 MO0694  VERT ORDER  -  FIRST     CLASS II
 MO0694
 MO0694.The horizontal coordinates were scaled from a topographic map and have
 MO0694.an estimated accuracy of +/- 6 seconds.
 MO0694
 MO0694.The orthometric height was determined by differential leveling
 MO0694.and adjusted by the National Geodetic Survey in June 1991..
 MO0694
 MO0694.The geoid height was determined by GEOID03.
 MO0694
 MO0694.The dynamic height is computed by dividing the NAVD 88
 MO0694.geopotential number by the normal gravity value computed on the
 MO0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0694.degrees latitude (g = 980.6199 gals.).
 MO0694
 MO0694.The modeled gravity was interpolated from observed gravity values.
 MO0694
 MO0694;                    North         East    Units  Estimated Accuracy
 MO0694;SPC WY E     -   122,240.      153,900.      MT  (+/- 180 meters Scaled)
 MO0694
 MO0694                          SUPERSEDED SURVEY CONTROL
 MO0694
 MO0694  NGVD 29 (06/08/92) 2159.469  (m)         7084.86   (f) ADJUSTED    1 2
 MO0694
 MO0694.Superseded values are not recommended for survey control.
 MO0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0694.See file dsdata.txt to determine how the superseded data were derived.
 MO0694
 MO0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG400055(NAD 83)
 MO0694_MARKER: DB = BENCH MARK DISK
 MO0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0694_STAMPING: R 317 1947
 MO0694_MARK LOGO: CGS   
 MO0694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MO0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0694+STABILITY: SURFACE MOTION
 MO0694
 MO0694  HISTORY     - Date     Condition        Report By
 MO0694  HISTORY     - 1947     MONUMENTED       CGS
 MO0694  HISTORY     - 1983     GOOD             NGS
 MO0694  HISTORY     - 19990824 GOOD             WYDT
 MO0694
 MO0694                          STATION DESCRIPTION
 MO0694
 MO0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0694'2.1 MI NW FROM BOSLER.
 MO0694'2.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0694'STATION AT BOSLER, 422.0 FEET SOUTHEAST OF THE SOUTHEAST END OF
 MO0694'A GATE AT A PRIVATE ROAD CROSSING, 248.7 FEET NORTH OF THE
 MO0694'FIFTEENTH POLE NORTHWEST OF MILEPOST 587, 190.9 FEET NORTHEAST
 MO0694'OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK AND 8 FEET HIGHER,
 MO0694'3.0 FEET SOUTH OF A REFERENCE POST, 0.9 FOOT SOUTHWEST OF A
 MO0694'FENCE, ON TOP OF A SMALL HILL, DIRECTLY ACROSS THE TRACK FROM
 MO0694'A WINDMILL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MO0694'0.2 FOOT ABOVE THE GROUND.
 MO0694
 MO0694                          STATION RECOVERY (1983)
 MO0694
 MO0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0694'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.8 KM
 MO0694'(17.9 MI) SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0694'IN ROCK RIVER.
 MO0694
 MO0694                          STATION RECOVERY (1999)
 MO0694
 MO0694'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0694'ORGANIZATION, WYOMING DEPARTMENT OF ORGANIZATION, PHONE NUMBER
 MO0694'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0712 ***********************************************************************
 MO0712  DESIGNATION -  R 318
 MO0712  PID         -  MO0712
 MO0712  STATE/COUNTY-  WY/ALBANY
 MO0712  USGS QUAD   -  ROCK RIVER (1981)
 MO0712
 MO0712                         *CURRENT SURVEY CONTROL
 MO0712  ___________________________________________________________________
 MO0712* NAD 83(1986)-  41 43 21.     (N)    105 56 01.     (W)     SCALED    
 MO0712* NAVD 88     -      2129.677  (meters)    6987.12   (feet)  ADJUSTED  
 MO0712  ___________________________________________________________________
 MO0712  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 MO0712  DYNAMIC HT  -        2127.851 (meters)    6981.12  (feet)  COMP
 MO0712  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 MO0712
 MO0712  VERT ORDER  -  FIRST     CLASS II
 MO0712
 MO0712.The horizontal coordinates were scaled from a topographic map and have
 MO0712.an estimated accuracy of +/- 6 seconds.
 MO0712
 MO0712.The orthometric height was determined by differential leveling
 MO0712.and adjusted by the National Geodetic Survey in June 1991..
 MO0712.WARNING-Repeat measurements at this control monument indicate possible
 MO0712.vertical movement.
 MO0712
 MO0712.The geoid height was determined by GEOID03.
 MO0712
 MO0712.The dynamic height is computed by dividing the NAVD 88
 MO0712.geopotential number by the normal gravity value computed on the
 MO0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0712.degrees latitude (g = 980.6199 gals.).
 MO0712
 MO0712.The modeled gravity was interpolated from observed gravity values.
 MO0712
 MO0712;                    North         East    Units  Estimated Accuracy
 MO0712;SPC WY E     -   136,040.      136,190.      MT  (+/- 180 meters Scaled)
 MO0712
 MO0712                          SUPERSEDED SURVEY CONTROL
 MO0712
 MO0712  NGVD 29 (06/08/92) 2128.542  (m)         6983.39   (f) ADJUSTED    1 2
 MO0712
 MO0712.Superseded values are not recommended for survey control.
 MO0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0712.See file dsdata.txt to determine how the superseded data were derived.
 MO0712
 MO0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG223193(NAD 83)
 MO0712_MARKER: DB = BENCH MARK DISK
 MO0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0712_STAMPING: R 318 1947
 MO0712_MARK LOGO: CGS   
 MO0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0712+STABILITY: SURFACE MOTION
 MO0712
 MO0712  HISTORY     - Date     Condition        Report By
 MO0712  HISTORY     - 1947     MONUMENTED       CGS
 MO0712  HISTORY     - 1983     GOOD             NGS
 MO0712  HISTORY     - 19990824 GOOD             WYDT
 MO0712
 MO0712                          STATION DESCRIPTION
 MO0712
 MO0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0712'3.4 MI SE FROM ROCK RIVER.
 MO0712'3.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0712'STATION AT ROCK RIVER, AT A PRIVATE ROAD CROSSING, 5 POLES
 MO0712'SOUTHEAST OF MILEPOST 602, AT THE NORTHWEST END OF A LONG DIRT
 MO0712'FILL AND AT THE SOUTHEAST END OF A RAILWAY CUT, 187.0 FEET
 MO0712'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK AND
 MO0712'LEVEL WITH IT, 19.2 FEET WEST OF THE WEST END OF A WOODEN
 MO0712'GATE ACROSS THE PRIVATE ROAD, 3.0 FEET EAST OF A REFERENCE
 MO0712'POST, 1.6 FEET NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 MO0712'POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MO0712
 MO0712                          STATION RECOVERY (1983)
 MO0712
 MO0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0712'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.2 KM
 MO0712'(3.25 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0712'STATION IN ROCK RIVER ALSO DELETE 1.6 FEET NORTH OF A FENCE, AND ADD
 MO0712'5.5 METERS (18.0 FT) SOUTHWEST OF A FENCE.
 MO0712
 MO0712                          STATION RECOVERY (1999)
 MO0712
 MO0712'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0712'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0712'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0208 ***********************************************************************
 MP0208  DESIGNATION -  R 319
 MP0208  PID         -  MP0208
 MP0208  STATE/COUNTY-  WY/CARBON
 MP0208  USGS QUAD   -  FORT STEELE (1971)
 MP0208
 MP0208                         *CURRENT SURVEY CONTROL
 MP0208  ___________________________________________________________________
 MP0208* NAD 83(1986)-  41 46 50.     (N)    106 57 43.     (W)     SCALED    
 MP0208* NAVD 88     -      1994.297  (meters)    6542.96   (feet)  ADJUSTED  
 MP0208  ___________________________________________________________________
 MP0208  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 MP0208  DYNAMIC HT  -        1992.624 (meters)    6537.47  (feet)  COMP
 MP0208  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 MP0208
 MP0208  VERT ORDER  -  FIRST     CLASS II
 MP0208
 MP0208.The horizontal coordinates were scaled from a topographic map and have
 MP0208.an estimated accuracy of +/- 6 seconds.
 MP0208
 MP0208.The orthometric height was determined by differential leveling
 MP0208.and adjusted by the National Geodetic Survey in June 1991..
 MP0208
 MP0208.The geoid height was determined by GEOID03.
 MP0208
 MP0208.The dynamic height is computed by dividing the NAVD 88
 MP0208.geopotential number by the normal gravity value computed on the
 MP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0208.degrees latitude (g = 980.6199 gals.).
 MP0208
 MP0208.The modeled gravity was interpolated from observed gravity values.
 MP0208
 MP0208;                    North         East    Units  Estimated Accuracy
 MP0208;SPC WYEC     -   242,270.      430,870.      MT  (+/- 180 meters Scaled)
 MP0208
 MP0208                          SUPERSEDED SURVEY CONTROL
 MP0208
 MP0208  NGVD 29 (??/??/92) 1993.157  (m)         6539.22   (f) ADJ UNCH    1 2
 MP0208
 MP0208.Superseded values are not recommended for survey control.
 MP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0208.See file dsdata.txt to determine how the superseded data were derived.
 MP0208
 MP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG369272(NAD 83)
 MP0208_MARKER: DB = BENCH MARK DISK
 MP0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0208_SP_SET: CULVERT
 MP0208_STAMPING: R 319 1947
 MP0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0208
 MP0208  HISTORY     - Date     Condition        Report By
 MP0208  HISTORY     - 1947     MONUMENTED       CGS
 MP0208  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0208
 MP0208                          STATION DESCRIPTION
 MP0208
 MP0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0208'0.7 MI W FROM FORT STEELE.
 MP0208'0.7 MILE WEST ALONG THE UNION PACIFIC RAILWAY FROM THE ELEMENTARY
 MP0208'SCHOOL AT FORT STEELE, 12.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MP0208'TRACK AND 1.5 FEET LOWER, SET IN A DRILL HOLE IN THE TOP OF THE WEST
 MP0208'END OF THE NORTH HEADWALL OF A 4 FOOT BY 6 FOOT ARCH CULVERT.
 MP0208
 MP0208                          STATION RECOVERY (1983)
 MP0208
 MP0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0208'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0036 ***********************************************************************
 NR0036  DESIGNATION -  R 32
 NR0036  PID         -  NR0036
 NR0036  STATE/COUNTY-  WY/NATRONA
 NR0036  USGS QUAD   -  THE REEFS (1984)
 NR0036
 NR0036                         *CURRENT SURVEY CONTROL
 NR0036  ___________________________________________________________________
 NR0036* NAD 83(1986)-  42 57 18.     (N)    106 19 35.     (W)     SCALED    
 NR0036* NAVD 88     -      1604.708  (meters)    5264.78   (feet)  ADJUSTED  
 NR0036  ___________________________________________________________________
 NR0036  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 NR0036  DYNAMIC HT  -        1603.714 (meters)    5261.52  (feet)  COMP
 NR0036  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 NR0036
 NR0036  VERT ORDER  -  FIRST     CLASS II
 NR0036
 NR0036.The horizontal coordinates were scaled from a topographic map and have
 NR0036.an estimated accuracy of +/- 6 seconds.
 NR0036
 NR0036.The orthometric height was determined by differential leveling
 NR0036.and adjusted by the National Geodetic Survey in June 1991..
 NR0036
 NR0036.The geoid height was determined by GEOID03.
 NR0036
 NR0036.The dynamic height is computed by dividing the NAVD 88
 NR0036.geopotential number by the normal gravity value computed on the
 NR0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0036.degrees latitude (g = 980.6199 gals.).
 NR0036
 NR0036.The modeled gravity was interpolated from observed gravity values.
 NR0036
 NR0036;                    North         East    Units  Estimated Accuracy
 NR0036;SPC WYEC     -   373,150.      482,160.      MT  (+/- 180 meters Scaled)
 NR0036
 NR0036                          SUPERSEDED SURVEY CONTROL
 NR0036
 NR0036  NGVD 29 (06/08/92) 1603.832  (m)         5261.91   (f) ADJUSTED    1 2
 NR0036
 NR0036.Superseded values are not recommended for survey control.
 NR0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0036.See file dsdata.txt to determine how the superseded data were derived.
 NR0036
 NR0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH918566(NAD 83)
 NR0036_MARKER: DB = BENCH MARK DISK
 NR0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0036_SP_SET: CONCRETE POST
 NR0036_STAMPING: R 32 1933
 NR0036_MARK LOGO: CGS   
 NR0036_PROJECTION: PROJECTING 10 CENTIMETERS
 NR0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0036+STABILITY: SURFACE MOTION
 NR0036
 NR0036  HISTORY     - Date     Condition        Report By
 NR0036  HISTORY     - 1933     MONUMENTED       CGS
 NR0036  HISTORY     - 1944     GOOD             NGS
 NR0036  HISTORY     - 1985     GOOD             NGS
 NR0036
 NR0036                          STATION DESCRIPTION
 NR0036
 NR0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0036'9.9 MI N FROM CASPER.
 NR0036'9.9 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT CASPER,
 NR0036'NATRONA COUNTY, 0.7 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING EAST,
 NR0036'50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 87 FEET NORTHEAST
 NR0036'OF POLE 7086.  A STANDARD DISK, STAMPED R 32 1933 AND SET IN THE TOP
 NR0036'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0036
 NR0036                          STATION RECOVERY (1944)
 NR0036
 NR0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 NR0036'RECOVERED IN GOOD CONDITION.
 NR0036
 NR0036                          STATION RECOVERY (1985)
 NR0036
 NR0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NR0036'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  5.59 KM
 NR0036'(3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET IN
 NR0036'CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 NR0036'4.40 KM (2.73 MI) NORTH ALONG I 25 SERVICE ROAD, THENCE 0.35 KM (0.22
 NR0036'MI) WEST ALONG A GRAVEL ROAD, THENCE 2.15 KM (1.34 MI) NORTH ALONG THE
 NR0036'OLD HIGHWAY BED, IN THE NORTH CORNER OF THE T JUNCTION OF A TRACK ROAD
 NR0036'LEADING EAST TO A GRAVEL PIT, 1.14 KM (0.71 MI) SOUTH OF THE T
 NR0036'JUNCTION OF A GRAVEL ROAD LEADING EAST, 15.2 METERS (50 FT) EAST OF
 NR0036'THE CENTER OF THE OLD HIGHWAY BED AND 30.5 METERS (100 FT) NORTH OF
 NR0036'THE CENTER OF THE TRACK ROAD.
 NR0036'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 NR0036'THE MARK IS 0.5 M BELOW THE OLD HIGHWAY BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0127 ***********************************************************************
 MO0127  DESIGNATION -  R 320
 MO0127  PID         -  MO0127
 MO0127  STATE/COUNTY-  WY/LARAMIE
 MO0127  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0127
 MO0127                         *CURRENT SURVEY CONTROL
 MO0127  ___________________________________________________________________
 MO0127* NAD 83(1986)-  41 09 11.     (N)    104 49 21.     (W)     SCALED    
 MO0127* NAVD 88     -      1871.400  (meters)    6139.75   (feet)  ADJUSTED  
 MO0127  ___________________________________________________________________
 MO0127  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 MO0127  DYNAMIC HT  -        1869.773 (meters)    6134.41  (feet)  COMP
 MO0127  MODELED GRAV-     979,688.3   (mgal)                       NAVD 88
 MO0127
 MO0127  VERT ORDER  -  FIRST     CLASS II
 MO0127
 MO0127.This mark is at Cheyenne Airport (CYS)
 MO0127
 MO0127.The horizontal coordinates were scaled from a topographic map and have
 MO0127.an estimated accuracy of +/- 6 seconds.
 MO0127
 MO0127.The orthometric height was determined by differential leveling
 MO0127.and adjusted by the National Geodetic Survey in June 1991..
 MO0127
 MO0127.The geoid height was determined by GEOID03.
 MO0127
 MO0127.The dynamic height is computed by dividing the NAVD 88
 MO0127.geopotential number by the normal gravity value computed on the
 MO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0127.degrees latitude (g = 980.6199 gals.).
 MO0127
 MO0127.The modeled gravity was interpolated from observed gravity values.
 MO0127
 MO0127;                    North         East    Units  Estimated Accuracy
 MO0127;SPC WY E     -    72,580.      228,890.      MT  (+/- 180 meters Scaled)
 MO0127
 MO0127                          SUPERSEDED SURVEY CONTROL
 MO0127
 MO0127  NGVD 29 (??/??/92) 1870.39   (m)         6136.4    (f) COMPUTED    1 2
 MO0127
 MO0127.Superseded values are not recommended for survey control.
 MO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0127.See file dsdata.txt to determine how the superseded data were derived.
 MO0127
 MO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF148557(NAD 83)
 MO0127_MARKER: Z = SEE DESCRIPTION
 MO0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0127_SP_SET: STEEL ROD
 MO0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0127
 MO0127  HISTORY     - Date     Condition        Report By
 MO0127  HISTORY     - UNK      MONUMENTED       USWB
 MO0127  HISTORY     - 1956     GOOD             NGS
 MO0127  HISTORY     - 1969     GOOD             NGS
 MO0127  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0127
 MO0127                          STATION DESCRIPTION
 MO0127
 MO0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0127'AT CHEYENNE.
 MO0127'AT CHEYENNE, AT THE CHEYENNE AIRPORT, AT THE SOUTHWEST CORNER
 MO0127'OF THE AIRPORT, AT THE INTERSECTION OF CENTRAL AVENUE AND 8TH
 MO0127'AVENUE EAST, AT THE ART CENTER BUILDING WHICH WAS FORMERLY
 MO0127'OCCUPIED BY THE U.S. WEATHER BUREAU, 15.2 FEET NORTH OF THE
 MO0127'NORTH CORNER CURB OF THE NORTH LANE OF 8TH AVENUE EAST, 22.8 FEET
 MO0127'SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING, 3.2 FEET NORTH
 MO0127'OF A FENCE, THE TOP OF A 1 1/2 INCH STEEL ROD WHICH PROJECTS
 MO0127'0.6 FOOT ABOVE THE GROUND, IN SECTION 25, TOWNSHIP 14 NORTH,
 MO0127'RANGE 66 WEST.
 MO0127
 MO0127                          STATION RECOVERY (1969)
 MO0127
 MO0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MO0127'RECOVERED IN GOOD CONDITION.
 MO0127
 MO0127                          STATION RECOVERY (1983)
 MO0127
 MO0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0725 ***********************************************************************
 MO0725  DESIGNATION -  R 321
 MO0725  PID         -  MO0725
 MO0725  STATE/COUNTY-  WY/ALBANY
 MO0725  USGS QUAD   -  WILCOX (1981)
 MO0725
 MO0725                         *CURRENT SURVEY CONTROL
 MO0725  ___________________________________________________________________
 MO0725* NAD 83(1986)-  41 48 21.     (N)    105 53 44.     (W)     SCALED    
 MO0725* NAVD 88     -      2061.479  (meters)    6763.37   (feet)  ADJUSTED  
 MO0725  ___________________________________________________________________
 MO0725  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 MO0725  DYNAMIC HT  -        2059.767 (meters)    6757.75  (feet)  COMP
 MO0725  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 MO0725
 MO0725  VERT ORDER  -  FIRST     CLASS II
 MO0725
 MO0725.The horizontal coordinates were scaled from a topographic map and have
 MO0725.an estimated accuracy of +/- 6 seconds.
 MO0725
 MO0725.The orthometric height was determined by differential leveling
 MO0725.and adjusted by the National Geodetic Survey in June 1991..
 MO0725
 MO0725.The geoid height was determined by GEOID03.
 MO0725
 MO0725.The dynamic height is computed by dividing the NAVD 88
 MO0725.geopotential number by the normal gravity value computed on the
 MO0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0725.degrees latitude (g = 980.6199 gals.).
 MO0725
 MO0725.The modeled gravity was interpolated from observed gravity values.
 MO0725
 MO0725;                    North         East    Units  Estimated Accuracy
 MO0725;SPC WY E     -   145,270.      139,430.      MT  (+/- 180 meters Scaled)
 MO0725
 MO0725                          SUPERSEDED SURVEY CONTROL
 MO0725
 MO0725  NGVD 29 (??/??/92) 2060.402  (m)         6759.84   (f) ADJ UNCH    1 2
 MO0725
 MO0725.Superseded values are not recommended for survey control.
 MO0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0725.See file dsdata.txt to determine how the superseded data were derived.
 MO0725
 MO0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG256286(NAD 83)
 MO0725_MARKER: DB = BENCH MARK DISK
 MO0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0725_STAMPING: R 321 1947
 MO0725_MARK LOGO: CGS   
 MO0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0725+STABILITY: SURFACE MOTION
 MO0725
 MO0725  HISTORY     - Date     Condition        Report By
 MO0725  HISTORY     - 1947     MONUMENTED       CGS
 MO0725  HISTORY     - 1983     GOOD             NGS
 MO0725
 MO0725                          STATION DESCRIPTION
 MO0725
 MO0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0725'8.1 MI NE FROM ROCK RIVER.
 MO0725'2.9 MILES NORTH ALONG U.S. HIGWAY NO. 30 FROM THE HIGH SCHOOL
 MO0725'AT ROCK RIVER, THENCE 5.2 MILES EAST AND NORTHEAST ALONG A
 MO0725'GRAVEL ROAD, 305.0 FEET SOUTHWEST OF THE CENTER OF THE
 MO0725'NORTHWEST END OF A 3-FOOT IRON PIPE CULVERT UNDER THE ROAD,
 MO0725'51.0 FEET NORTHWEST OF THE CENTER OF THE ROAD, 3.0 FEET
 MO0725'NORTHEAST OF A REFERENCE POST, 3.0 FEET NORTHWEST OF A
 MO0725'NORTHEAST-SOUTHWEST FENCE LINE, SET IN A CONCRETE POST ABOUT
 MO0725'3 FEET BELOW THE ROAD AND PROJECTING 0.8 FOOT.
 MO0725
 MO0725                          STATION RECOVERY (1983)
 MO0725
 MO0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0725'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0020 ***********************************************************************
 MP0020  DESIGNATION -  R 322
 MP0020  PID         -  MP0020
 MP0020  STATE/COUNTY-  WY/CARBON
 MP0020  USGS QUAD   -  COMO EAST (1971)
 MP0020
 MP0020                         *CURRENT SURVEY CONTROL
 MP0020  ___________________________________________________________________
 MP0020* NAD 83(1986)-  41 53 25.     (N)    106 15 30.     (W)     SCALED    
 MP0020* NAVD 88     -      2007.700  (meters)    6586.93   (feet)  ADJUSTED  
 MP0020  ___________________________________________________________________
 MP0020  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 MP0020  DYNAMIC HT  -        2005.987 (meters)    6581.31  (feet)  COMP
 MP0020  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 MP0020
 MP0020  VERT ORDER  -  FIRST     CLASS II
 MP0020
 MP0020.The horizontal coordinates were scaled from a topographic map and have
 MP0020.an estimated accuracy of +/- 6 seconds.
 MP0020
 MP0020.The orthometric height was determined by differential leveling
 MP0020.and adjusted by the National Geodetic Survey in June 1991..
 MP0020
 MP0020.The geoid height was determined by GEOID03.
 MP0020
 MP0020.The dynamic height is computed by dividing the NAVD 88
 MP0020.geopotential number by the normal gravity value computed on the
 MP0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0020.degrees latitude (g = 980.6199 gals.).
 MP0020
 MP0020.The modeled gravity was interpolated from observed gravity values.
 MP0020
 MP0020;                    North         East    Units  Estimated Accuracy
 MP0020;SPC WYEC     -   254,950.      489,210.      MT  (+/- 180 meters Scaled)
 MP0020
 MP0020                          SUPERSEDED SURVEY CONTROL
 MP0020
 MP0020  NGVD 29 (??/??/92) 2006.546  (m)         6583.14   (f) ADJ UNCH    1 2
 MP0020
 MP0020.Superseded values are not recommended for survey control.
 MP0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0020.See file dsdata.txt to determine how the superseded data were derived.
 MP0020
 MP0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG956383(NAD 83)
 MP0020_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MP0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0020_STAMPING: R 322 1947
 MP0020_MARK LOGO: CGS   
 MP0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0020+STABILITY: SURFACE MOTION
 MP0020
 MP0020  HISTORY     - Date     Condition        Report By
 MP0020  HISTORY     - 1947     MONUMENTED       CGS
 MP0020  HISTORY     - 1971     GOOD             USGS
 MP0020  HISTORY     - 1983     GOOD             NGS
 MP0020
 MP0020                          STATION DESCRIPTION
 MP0020
 MP0020'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 MP0020'3.0 MI W FROM MEDICINE BOW.
 MP0020'3.0 MILES WEST ALONG THE OLD UNION PACIFIC RAILROAD GRADE, FROM THE
 MP0020'STATION AT MEDICINE BOW, 103 FEET NORTHWEST OF THE CENTERLINE OF THE
 MP0020'GRADE, 4 FEET SOUTH OF THE OLD ROW FENCE, 2.0 FEET NORTH OF A
 MP0020'REFERENCE POST, SET IN A CONCRETE POST PROJECTING ABOUT 0.9 FEET.  A
 MP0020'BRASS CAP STAMPED R 322 1947.
 MP0020
 MP0020                          STATION RECOVERY (1983)
 MP0020
 MP0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0020'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.  A
 MP0020'NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI) WEST ALONG THE UNION PACIFIC
 MP0020'RAILROAD FROM THE STATION IN MEDICINE BOW, THENCE 1.6 KM (1.0 MI)
 MP0020'SOUTHWESTERLY ALONG THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0181 ***********************************************************************
 MP0181  DESIGNATION -  R 323
 MP0181  PID         -  MP0181
 MP0181  STATE/COUNTY-  WY/CARBON
 MP0181  USGS QUAD   -  DANA (1982)
 MP0181
 MP0181                         *CURRENT SURVEY CONTROL
 MP0181  ___________________________________________________________________
 MP0181* NAD 83(1986)-  41 50 27.     (N)    106 37 47.     (W)     SCALED    
 MP0181* NAVD 88     -      2114.952  (meters)    6938.81   (feet)  ADJUSTED  
 MP0181  ___________________________________________________________________
 MP0181  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 MP0181  DYNAMIC HT  -        2113.024 (meters)    6932.48  (feet)  COMP
 MP0181  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 MP0181
 MP0181  VERT ORDER  -  FIRST     CLASS II
 MP0181
 MP0181.The horizontal coordinates were scaled from a topographic map and have
 MP0181.an estimated accuracy of +/- 6 seconds.
 MP0181
 MP0181.The orthometric height was determined by differential leveling
 MP0181.and adjusted by the National Geodetic Survey in June 1991..
 MP0181
 MP0181.The geoid height was determined by GEOID03.
 MP0181
 MP0181.The dynamic height is computed by dividing the NAVD 88
 MP0181.geopotential number by the normal gravity value computed on the
 MP0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0181.degrees latitude (g = 980.6199 gals.).
 MP0181
 MP0181.The modeled gravity was interpolated from observed gravity values.
 MP0181
 MP0181;                    North         East    Units  Estimated Accuracy
 MP0181;SPC WYEC     -   249,140.      458,440.      MT  (+/- 180 meters Scaled)
 MP0181
 MP0181                          SUPERSEDED SURVEY CONTROL
 MP0181
 MP0181  NGVD 29 (??/??/92) 2113.669  (m)         6934.60   (f) ADJ UNCH    1 2
 MP0181
 MP0181.Superseded values are not recommended for survey control.
 MP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0181.See file dsdata.txt to determine how the superseded data were derived.
 MP0181
 MP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG646333(NAD 83)
 MP0181_MARKER: DB = BENCH MARK DISK
 MP0181_SETTING: 66 = SET IN ROCK OUTCROP
 MP0181_SP_SET: SANDSTONE OUTCROP
 MP0181_STAMPING: R 323 1947
 MP0181_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0181+STABILITY: POSITION/ELEVATION WELL
 MP0181
 MP0181  HISTORY     - Date     Condition        Report By
 MP0181  HISTORY     - 1947     MONUMENTED       CGS
 MP0181  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0181
 MP0181                          STATION DESCRIPTION
 MP0181
 MP0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0181'4.05 MI W FROM HANNA.
 MP0181'4.05 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0181'HANNA, AT A POINT WHERE U.S. HIGHWAY NO.30 CROSSES THE RAILROAD, 7
 MP0181'TELEPHONE POLES WEST OF MILE POST NO.647, 16.4 FEET NORTHEAST OF THE
 MP0181'EAST CORNER OF THE CONCRETE BASE FOR ONE STEEL SUPPORT AND 4.9 FEET
 MP0181'SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE BASE FOR ANOTHER STEEL
 MP0181'SUPPORT FOR THE OVERHEAD HIGHWAY BRIDGE, 14.3 FEET SOUTHEAST OF THE
 MP0181'SOUTHEAST RAIL OF THE EAST BOUND TRACK OF THE MAIN LINE TRACKS, SET IN
 MP0181'A LARGE SANDSTONE OUTCROP UNDER THE HIGHWAY BRIDGE AND ABOUT 3 FEET
 MP0181'ABOVE THE RAILROAD TRACKS.
 MP0181
 MP0181                          STATION RECOVERY (1983)
 MP0181
 MP0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0183 ***********************************************************************
 OW0183  DESIGNATION -  R 326
 OW0183  PID         -  OW0183
 OW0183  STATE/COUNTY-  WY/WASHAKIE
 OW0183  USGS QUAD   -  KIRBY (1985)
 OW0183
 OW0183                         *CURRENT SURVEY CONTROL
 OW0183  ___________________________________________________________________
 OW0183* NAD 83(1986)-  43 51 46.     (N)    108 09 56.     (W)     SCALED    
 OW0183* NAVD 88     -      1297.468  (meters)    4256.78   (feet)  ADJUSTED  
 OW0183  ___________________________________________________________________
 OW0183  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 OW0183  DYNAMIC HT  -        1296.810 (meters)    4254.62  (feet)  COMP
 OW0183  MODELED GRAV-     980,067.9   (mgal)                       NAVD 88
 OW0183
 OW0183  VERT ORDER  -  FIRST     CLASS II
 OW0183
 OW0183.The horizontal coordinates were scaled from a topographic map and have
 OW0183.an estimated accuracy of +/- 6 seconds.
 OW0183
 OW0183.The orthometric height was determined by differential leveling
 OW0183.and adjusted by the National Geodetic Survey in June 1991..
 OW0183
 OW0183.The geoid height was determined by GEOID03.
 OW0183
 OW0183.The dynamic height is computed by dividing the NAVD 88
 OW0183.geopotential number by the normal gravity value computed on the
 OW0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0183.degrees latitude (g = 980.6199 gals.).
 OW0183
 OW0183.The modeled gravity was interpolated from observed gravity values.
 OW0183
 OW0183;                    North         East    Units  Estimated Accuracy
 OW0183;SPC WYEC     -   473,840.      333,100.      MT  (+/- 180 meters Scaled)
 OW0183
 OW0183                          SUPERSEDED SURVEY CONTROL
 OW0183
 OW0183  NGVD 29 (06/08/92) 1296.641  (m)         4254.06   (f) ADJUSTED    1 2
 OW0183
 OW0183.Superseded values are not recommended for survey control.
 OW0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0183.See file dsdata.txt to determine how the superseded data were derived.
 OW0183
 OW0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP277605(NAD 83)
 OW0183_MARKER: I = METAL ROD
 OW0183_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0183_SP_SET: STAINLESS STEEL ROD
 OW0183_STAMPING: R 326 1982
 OW0183_MARK LOGO: NGS   
 OW0183_PROJECTION: FLUSH
 OW0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0183_ROD/PIPE-DEPTH: 8.2  meters
 OW0183
 OW0183  HISTORY     - Date     Condition        Report By
 OW0183  HISTORY     - 1982     MONUMENTED       NGS
 OW0183
 OW0183                          STATION DESCRIPTION
 OW0183
 OW0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0183'25.3 KM (15.7 MI) SW FROM WORLAND.
 OW0183'25.3 KM (15.7 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 OW0183'JUNCTION WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.4
 OW0183'KM (0.25 MI) SOUTHWEST OF MILEPOST 150, 38.7 METERS (127.0 FT)
 OW0183'NORTHEAST OF A FENCE CORNER, 18.1 METERS (59.4 FT) NORTH-NORTHWEST OF
 OW0183'THE CENTERLINE OF THE HIGHWAY AND 5.6 METERS (18.4 FT) SOUTHWEST OF
 OW0183'THE CENTER OF A TRACK ROAD LEADING NORTHWEST.  NOTE=ACCESS TO THE
 OW0183'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0183'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 OW0183'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0212 ***********************************************************************
 OW0212  DESIGNATION -  R 327
 OW0212  PID         -  OW0212
 OW0212  STATE/COUNTY-  WY/HOT SPRINGS
 OW0212  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0212
 OW0212                         *CURRENT SURVEY CONTROL
 OW0212  ___________________________________________________________________
 OW0212* NAD 83(1986)-  43 32 03.     (N)    108 10 43.     (W)     SCALED    
 OW0212* NAVD 88     -      1381.351  (meters)    4531.98   (feet)  ADJUSTED  
 OW0212  ___________________________________________________________________
 OW0212  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 OW0212  DYNAMIC HT  -        1380.586 (meters)    4529.47  (feet)  COMP
 OW0212  MODELED GRAV-     980,018.4   (mgal)                       NAVD 88
 OW0212  OBS GRAVITY -     980,019.3   (mgal)                       GRAV_OBS
 OW0212
 OW0212  VERT ORDER  -  FIRST     CLASS II
 OW0212
 OW0212.The horizontal coordinates were scaled from a topographic map and have
 OW0212.an estimated accuracy of +/- 6 seconds.
 OW0212
 OW0212.The orthometric height was determined by differential leveling
 OW0212.and adjusted by the National Geodetic Survey in June 1991..
 OW0212
 OW0212.The geoid height was determined by GEOID03.
 OW0212
 OW0212.The dynamic height is computed by dividing the NAVD 88
 OW0212.geopotential number by the normal gravity value computed on the
 OW0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0212.degrees latitude (g = 980.6199 gals.).
 OW0212
 OW0212.The modeled gravity was interpolated from observed gravity values.
 OW0212.The observed gravity was obtained from relative gravimeter ties
 OW0212.to the IGSN71 gravity network.
 OW0212
 OW0212;                    North         East    Units  Estimated Accuracy
 OW0212;SPC WYWC     -   337,150.      646,180.      MT  (+/- 180 meters Scaled)
 OW0212
 OW0212                          SUPERSEDED SURVEY CONTROL
 OW0212
 OW0212  NGVD 29 (06/08/92) 1380.472  (m)         4529.10   (f) ADJUSTED    1 2
 OW0212
 OW0212.Superseded values are not recommended for survey control.
 OW0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0212.See file dsdata.txt to determine how the superseded data were derived.
 OW0212
 OW0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP279240(NAD 83)
 OW0212_MARKER: DB = BENCH MARK DISK
 OW0212_SETTING: 66 = SET IN ROCK OUTCROP
 OW0212_SP_SET: ROCK OUTCROP
 OW0212_STAMPING: R 327 1982
 OW0212_MARK LOGO: NGS   
 OW0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0212+STABILITY: POSITION/ELEVATION WELL
 OW0212
 OW0212  HISTORY     - Date     Condition        Report By
 OW0212  HISTORY     - 1982     MONUMENTED       NGS
 OW0212
 OW0212                          STATION DESCRIPTION
 OW0212
 OW0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0212'14.4 KM (8.95 MI) SOUTH FROM THERMOPOLIS.
 OW0212'14.4 KM (8.95 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0212'WITH STATE HIGHWAY 120 IN THERMOPOLIS, IN THE CENTER OF A 3 BY 4 FT
 OW0212'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.9 KM (0.55 MI) NORTH OF
 OW0212'MILEPOST 123 AND 10.7 METERS (35.1 FT) EAST OF THE CENTERLINE OF THE
 OW0212'HIGHWAY.
 OW0212'THE MARK IS 1.5 METERS  NW FROM A WITNESS POST.
 OW0212'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0256 ***********************************************************************
 PX0256  DESIGNATION -  R 328
 PX0256  PID         -  PX0256
 PX0256  STATE/COUNTY-  WY/BIG HORN
 PX0256  USGS QUAD   -  LOVELL (1978)
 PX0256
 PX0256                         *CURRENT SURVEY CONTROL
 PX0256  ___________________________________________________________________
 PX0256* NAD 83(1986)-  44 52 26.     (N)    108 27 42.     (W)     SCALED    
 PX0256* NAVD 88     -      1209.680  (meters)    3968.76   (feet)  ADJUSTED  
 PX0256  ___________________________________________________________________
 PX0256  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 PX0256  DYNAMIC HT  -        1209.226 (meters)    3967.27  (feet)  COMP
 PX0256  MODELED GRAV-     980,200.8   (mgal)                       NAVD 88
 PX0256
 PX0256  VERT ORDER  -  FIRST     CLASS II
 PX0256
 PX0256.The horizontal coordinates were scaled from a topographic map and have
 PX0256.an estimated accuracy of +/- 6 seconds.
 PX0256
 PX0256.The orthometric height was determined by differential leveling
 PX0256.and adjusted by the National Geodetic Survey in June 1991..
 PX0256
 PX0256.The geoid height was determined by GEOID03.
 PX0256
 PX0256.The dynamic height is computed by dividing the NAVD 88
 PX0256.geopotential number by the normal gravity value computed on the
 PX0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0256.degrees latitude (g = 980.6199 gals.).
 PX0256
 PX0256.The modeled gravity was interpolated from observed gravity values.
 PX0256
 PX0256;                    North         East    Units  Estimated Accuracy
 PX0256;SPC WYEC     -   586,470.      310,850.      MT  (+/- 180 meters Scaled)
 PX0256
 PX0256                          SUPERSEDED SURVEY CONTROL
 PX0256
 PX0256  NGVD 29 (06/08/92) 1208.824  (m)         3965.95   (f) ADJUSTED    1 2
 PX0256
 PX0256.Superseded values are not recommended for survey control.
 PX0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0256.See file dsdata.txt to determine how the superseded data were derived.
 PX0256
 PX0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ004720(NAD 83)
 PX0256_MARKER: I = METAL ROD
 PX0256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0256_SP_SET: STAINLESS STEEL ROD
 PX0256_STAMPING: R 328 1982
 PX0256_MARK LOGO: NGS   
 PX0256_PROJECTION: FLUSH
 PX0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0256_ROD/PIPE-DEPTH: 5.5  meters
 PX0256
 PX0256  HISTORY     - Date     Condition        Report By
 PX0256  HISTORY     - 1982     MONUMENTED       NGS
 PX0256
 PX0256                          STATION DESCRIPTION
 PX0256
 PX0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0256'8.3 KM (5.15 MI) NW FROM LOVELL.
 PX0256'8.3 KM (5.15 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0256'JUNCTION WITH NEVADA STREET IN LOVELL, 19.7 METERS (64.6 FT) SOUTHWEST
 PX0256'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 PX0256'THROUGH A 5-INCH LOGO CAP.
 PX0256'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PX0256'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0287 ***********************************************************************
 PX0287  DESIGNATION -  R 329
 PX0287  PID         -  PX0287
 PX0287  STATE/COUNTY-  WY/BIG HORN
 PX0287  USGS QUAD   -  SHEEP CANYON (1966)
 PX0287
 PX0287                         *CURRENT SURVEY CONTROL
 PX0287  ___________________________________________________________________
 PX0287* NAD 83(1986)-  44 31 02.     (N)    108 08 32.     (W)     SCALED    
 PX0287* NAVD 88     -      1239.327  (meters)    4066.03   (feet)  ADJUSTED  
 PX0287  ___________________________________________________________________
 PX0287  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 PX0287  DYNAMIC HT  -        1238.804 (meters)    4064.31  (feet)  COMP
 PX0287  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 PX0287
 PX0287  VERT ORDER  -  FIRST     CLASS II
 PX0287
 PX0287.The horizontal coordinates were scaled from a topographic map and have
 PX0287.an estimated accuracy of +/- 6 seconds.
 PX0287
 PX0287.The orthometric height was determined by differential leveling
 PX0287.and adjusted by the National Geodetic Survey in June 1991..
 PX0287
 PX0287.The geoid height was determined by GEOID03.
 PX0287
 PX0287.The dynamic height is computed by dividing the NAVD 88
 PX0287.geopotential number by the normal gravity value computed on the
 PX0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0287.degrees latitude (g = 980.6199 gals.).
 PX0287
 PX0287.The modeled gravity was interpolated from observed gravity values.
 PX0287
 PX0287;                    North         East    Units  Estimated Accuracy
 PX0287;SPC WYEC     -   546,540.      335,690.      MT  (+/- 180 meters Scaled)
 PX0287
 PX0287                          SUPERSEDED SURVEY CONTROL
 PX0287
 PX0287  NGVD 29 (06/08/92) 1238.503  (m)         4063.32   (f) ADJUSTED    1 2
 PX0287
 PX0287.Superseded values are not recommended for survey control.
 PX0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0287.See file dsdata.txt to determine how the superseded data were derived.
 PX0287
 PX0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ271332(NAD 83)
 PX0287_MARKER: I = METAL ROD
 PX0287_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0287_SP_SET: STAINLESS STEEL ROD
 PX0287_STAMPING: R 329 1982
 PX0287_MARK LOGO: NGS   
 PX0287_PROJECTION: FLUSH
 PX0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0287_ROD/PIPE-DEPTH: 6.4  meters
 PX0287
 PX0287  HISTORY     - Date     Condition        Report By
 PX0287  HISTORY     - 1982     MONUMENTED       NGS
 PX0287
 PX0287                          STATION DESCRIPTION
 PX0287
 PX0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0287'42.7 KM (36.5 MI) SE FROM LOVELL.
 PX0287'42.7 KM (26.5 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0287'JUNCTION WITH NEVADA STREET IN LOVELL, 0.4 KM (0.25 MI) SOUTHEAST OF
 PX0287'MILEPOST 210, 1.1 KM (0.7 MI) NORTHWEST OF THE JUNCTION OF U. S.
 PX0287'HIGHWAYS 14, 16 AND 20, 77.0 METERS (252.6 FT) SOUTH OF THE SOUTHWEST
 PX0287'END OF A 24-INCH PIPE CULVERT AND 45.7 METERS (149.9 FT) SOUTHWEST OF
 PX0287'THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 PX0287'THROUGH A 5-INCH LOGO CAP.
 PX0287'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PX0287'THE MARK IS 4.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0002 ***********************************************************************
 OV0002  DESIGNATION -  R 33
 OV0002  PID         -  OV0002
 OV0002  STATE/COUNTY-  WY/JOHNSON
 OV0002  USGS QUAD   -  LINCH (1973)
 OV0002
 OV0002                         *CURRENT SURVEY CONTROL
 OV0002  ___________________________________________________________________
 OV0002* NAD 83(1986)-  43 31 15.     (N)    106 11 28.     (W)     SCALED    
 OV0002* NAVD 88     -      1617.893  (meters)    5308.04   (feet)  ADJUSTED  
 OV0002  ___________________________________________________________________
 OV0002  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 OV0002  DYNAMIC HT  -        1616.973 (meters)    5305.02  (feet)  COMP
 OV0002  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 OV0002  OBS GRAVITY -     979,993.4   (mgal)                       GRAV_OBS
 OV0002
 OV0002  VERT ORDER  -  FIRST     CLASS II
 OV0002
 OV0002.The horizontal coordinates were scaled from a topographic map and have
 OV0002.an estimated accuracy of +/- 6 seconds.
 OV0002
 OV0002.The orthometric height was determined by differential leveling
 OV0002.and adjusted by the National Geodetic Survey in June 1991..
 OV0002
 OV0002.The geoid height was determined by GEOID03.
 OV0002
 OV0002.The dynamic height is computed by dividing the NAVD 88
 OV0002.geopotential number by the normal gravity value computed on the
 OV0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0002.degrees latitude (g = 980.6199 gals.).
 OV0002
 OV0002.The modeled gravity was interpolated from observed gravity values.
 OV0002.The observed gravity was obtained from relative gravimeter ties
 OV0002.to the IGSN71 gravity network.
 OV0002
 OV0002;                    North         East    Units  Estimated Accuracy
 OV0002;SPC WYEC     -   436,150.      492,340.      MT  (+/- 180 meters Scaled)
 OV0002
 OV0002                          SUPERSEDED SURVEY CONTROL
 OV0002
 OV0002  NGVD 29 (??/??/92) 1617.058  (m)         5305.30   (f) ADJ UNCH    1 2
 OV0002
 OV0002.Superseded values are not recommended for survey control.
 OV0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0002.See file dsdata.txt to determine how the superseded data were derived.
 OV0002
 OV0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ037193(NAD 83)
 OV0002_MARKER: DB = BENCH MARK DISK
 OV0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0002_STAMPING: R 33 1933
 OV0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0002+STABILITY: SURFACE MOTION
 OV0002
 OV0002  HISTORY     - Date     Condition        Report By
 OV0002  HISTORY     - 1933     MONUMENTED       CGS
 OV0002  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0002
 OV0002                          STATION DESCRIPTION
 OV0002
 OV0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0002'12.7 MI NE FROM MIDWEST.
 OV0002'IN JOHNSON COUNTY, 12.7 MILES NORTHEAST ALONG THE PINE TREE ROAD (OLD
 OV0002'STATE HIGHWAY 316) FROM THE AMERICAN LEGION SQUARE AT MIDWEST, NATRONA
 OV0002'COUNTY, AT A 90-DEGREE CURVE NEAR THE FOOT OF A HILL, 106 FEET WEST OF
 OV0002'AN 18-INCH CORRUGATED-IRON PIPE CULVERT OVER A DRY DITCH, AND 56 FEET
 OV0002'NORTHWEST OF THE ROAD.  A STANDARD DISK, STAMPED R 33 1933 AND SET IN
 OV0002'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OV0002
 OV0002                          STATION RECOVERY (1985)
 OV0002
 OV0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0002'NOT RECOVERED.  BENCH MARK IS AVAILABLE ONLY THRU A LOCKED GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0233 ***********************************************************************
 OW0233  DESIGNATION -  R 330
 OW0233  PID         -  OW0233
 OW0233  STATE/COUNTY-  WY/FREMONT
 OW0233  USGS QUAD   -  SHOSHONI (1951)
 OW0233
 OW0233                         *CURRENT SURVEY CONTROL
 OW0233  ___________________________________________________________________
 OW0233* NAD 83(1986)-  43 14 13.     (N)    108 05 25.     (W)     SCALED    
 OW0233* NAVD 88     -      1483.191  (meters)    4866.10   (feet)  ADJUSTED  
 OW0233  ___________________________________________________________________
 OW0233  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 OW0233  DYNAMIC HT  -        1482.254 (meters)    4863.03  (feet)  COMP
 OW0233  MODELED GRAV-     979,936.9   (mgal)                       NAVD 88
 OW0233
 OW0233  VERT ORDER  -  FIRST     CLASS II
 OW0233
 OW0233.The horizontal coordinates were scaled from a topographic map and have
 OW0233.an estimated accuracy of +/- 6 seconds.
 OW0233
 OW0233.The orthometric height was determined by differential leveling
 OW0233.and adjusted by the National Geodetic Survey in June 1991..
 OW0233
 OW0233.The geoid height was determined by GEOID03.
 OW0233
 OW0233.The dynamic height is computed by dividing the NAVD 88
 OW0233.geopotential number by the normal gravity value computed on the
 OW0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0233.degrees latitude (g = 980.6199 gals.).
 OW0233
 OW0233.The modeled gravity was interpolated from observed gravity values.
 OW0233
 OW0233;                    North         East    Units  Estimated Accuracy
 OW0233;SPC WYWC     -   304,190.      653,580.      MT  (+/- 180 meters Scaled)
 OW0233
 OW0233                          SUPERSEDED SURVEY CONTROL
 OW0233
 OW0233  NGVD 29 (06/08/92) 1482.219  (m)         4862.91   (f) ADJUSTED    1 2
 OW0233
 OW0233.Superseded values are not recommended for survey control.
 OW0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0233.See file dsdata.txt to determine how the superseded data were derived.
 OW0233
 OW0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN362912(NAD 83)
 OW0233_MARKER: I = METAL ROD
 OW0233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0233_SP_SET: STAINLESS STEEL ROD
 OW0233_STAMPING: R 330 1982
 OW0233_MARK LOGO: NGS   
 OW0233_PROJECTION: FLUSH
 OW0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0233_ROD/PIPE-DEPTH: 4.9  meters
 OW0233
 OW0233  HISTORY     - Date     Condition        Report By
 OW0233  HISTORY     - 1982     MONUMENTED       NGS
 OW0233
 OW0233                          STATION DESCRIPTION
 OW0233
 OW0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0233'1.6 KM (1.0 MI) EAST FROM SHOSHONI.
 OW0233'1.6 KM (1.0 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OW0233'U. S. HIGHWAY 26 IN SHOSHONI, 50.3 METERS (165.0 FT) NORTHWEST OF
 OW0233'MILEPOST 99 AND 45.1 METERS (148.0 FT) NORTH OF THE CENTERLINE OF THE
 OW0233'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0233'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OW0233'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0228 ***********************************************************************
 OV0228  DESIGNATION -  R 331
 OV0228  PID         -  OV0228
 OV0228  STATE/COUNTY-  WY/FREMONT
 OV0228  USGS QUAD   -  MADDEN (1952)
 OV0228
 OV0228                         *CURRENT SURVEY CONTROL
 OV0228  ___________________________________________________________________
 OV0228* NAD 83(1986)-  43 08 21.     (N)    107 36 17.     (W)     SCALED    
 OV0228* NAVD 88     -      1715.730  (meters)    5629.02   (feet)  ADJUSTED  
 OV0228  ___________________________________________________________________
 OV0228  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 OV0228  DYNAMIC HT  -        1714.571 (meters)    5625.22  (feet)  COMP
 OV0228  MODELED GRAV-     979,884.3   (mgal)                       NAVD 88
 OV0228
 OV0228  VERT ORDER  -  FIRST     CLASS II
 OV0228
 OV0228.The horizontal coordinates were scaled from a topographic map and have
 OV0228.an estimated accuracy of +/- 6 seconds.
 OV0228
 OV0228.The orthometric height was determined by differential leveling
 OV0228.and adjusted by the National Geodetic Survey in June 1991..
 OV0228
 OV0228.The geoid height was determined by GEOID03.
 OV0228
 OV0228.The dynamic height is computed by dividing the NAVD 88
 OV0228.geopotential number by the normal gravity value computed on the
 OV0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0228.degrees latitude (g = 980.6199 gals.).
 OV0228
 OV0228.The modeled gravity was interpolated from observed gravity values.
 OV0228
 OV0228;                    North         East    Units  Estimated Accuracy
 OV0228;SPC WYWC     -   293,750.      693,170.      MT  (+/- 180 meters Scaled)
 OV0228
 OV0228                          SUPERSEDED SURVEY CONTROL
 OV0228
 OV0228  NGVD 29 (06/08/92) 1714.705  (m)         5625.66   (f) ADJUSTED    1 2
 OV0228
 OV0228.Superseded values are not recommended for survey control.
 OV0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0228.See file dsdata.txt to determine how the superseded data were derived.
 OV0228
 OV0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH881795(NAD 83)
 OV0228_MARKER: I = METAL ROD
 OV0228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0228_SP_SET: STAINLESS STEEL ROD
 OV0228_STAMPING: R 331 1982
 OV0228_MARK LOGO: NGS   
 OV0228_PROJECTION: FLUSH
 OV0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0228_ROD/PIPE-DEPTH: 7.3  meters
 OV0228
 OV0228  HISTORY     - Date     Condition        Report By
 OV0228  HISTORY     - 1982     MONUMENTED       NGS
 OV0228
 OV0228                          STATION DESCRIPTION
 OV0228
 OV0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0228'35.6 KM (22.1 MI) WEST FROM WALTMAN.
 OV0228'35.6 KM (22.1 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0228'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 27.2 METERS (89.2 FT) SOUTH
 OV0228'OF THE CENTERLINE OF THE HIGHWAY, 18.6 METERS (61.0 FT) NORTH OF A
 OV0228'UTILITY POLE AND 8.0 METERS (26.2 FT) WEST OF THE CENTER OF A PAVED
 OV0228'FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OV0228'LOGO CAP.
 OV0228'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OV0228'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0281 ***********************************************************************
 NR0281  DESIGNATION -  R 332
 NR0281  PID         -  NR0281
 NR0281  STATE/COUNTY-  WY/NATRONA
 NR0281  USGS QUAD   -  SANFORD RANCH (1984)
 NR0281
 NR0281                         *CURRENT SURVEY CONTROL
 NR0281  ___________________________________________________________________
 NR0281* NAD 83(1986)-  42 30 48.     (N)    107 07 31.     (W)     SCALED    
 NR0281* NAVD 88     -      1809.390  (meters)    5936.31   (feet)  ADJUSTED  
 NR0281  ___________________________________________________________________
 NR0281  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 NR0281  DYNAMIC HT  -        1808.171 (meters)    5932.31  (feet)  COMP
 NR0281  MODELED GRAV-     979,882.2   (mgal)                       NAVD 88
 NR0281
 NR0281  VERT ORDER  -  FIRST     CLASS II
 NR0281
 NR0281.The horizontal coordinates were scaled from a topographic map and have
 NR0281.an estimated accuracy of +/- 6 seconds.
 NR0281
 NR0281.The orthometric height was determined by differential leveling
 NR0281.and adjusted by the National Geodetic Survey in June 1991..
 NR0281
 NR0281.The geoid height was determined by GEOID03.
 NR0281
 NR0281.The dynamic height is computed by dividing the NAVD 88
 NR0281.geopotential number by the normal gravity value computed on the
 NR0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0281.degrees latitude (g = 980.6199 gals.).
 NR0281
 NR0281.The modeled gravity was interpolated from observed gravity values.
 NR0281
 NR0281;                    North         East    Units  Estimated Accuracy
 NR0281;SPC WYEC     -   323,620.      417,100.      MT  (+/- 180 meters Scaled)
 NR0281
 NR0281                          SUPERSEDED SURVEY CONTROL
 NR0281
 NR0281  NGVD 29 (06/08/92) 1808.468  (m)         5933.28   (f) ADJUSTED    1 2
 NR0281
 NR0281.Superseded values are not recommended for survey control.
 NR0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0281.See file dsdata.txt to determine how the superseded data were derived.
 NR0281
 NR0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH254089(NAD 83)
 NR0281_MARKER: I = METAL ROD
 NR0281_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0281+WITH SETTING: INFORMATION.
 NR0281_SP_SET: SHALLOW SET METAL ROD
 NR0281_STAMPING: R 332 1982
 NR0281_MARK LOGO: NGS   
 NR0281_PROJECTION: FLUSH
 NR0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0281_ROD/PIPE-DEPTH: 3.0  meters
 NR0281
 NR0281  HISTORY     - Date     Condition        Report By
 NR0281  HISTORY     - 1982     MONUMENTED       NGS
 NR0281
 NR0281                          STATION DESCRIPTION
 NR0281
 NR0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0281'32.3 KM (20.05 MI) NE FROM MUDDY GAP.
 NR0281'32.3 KM (20.05 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0281'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0281'0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 64, 45.1 METERS (148.0 FT) EAST
 NR0281'OF THE CENTERLINE OF THE HIGHWAY AND 5.5 METERS (18.0 FT) NORTH OF THE
 NR0281'CENTER OF A FIELD ENTRANCE.  NOTE, ACCESS TO THE DATUM POINT IS
 NR0281'THROUGH A 5-INCH LOGO CAP.
 NR0281'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 NR0281'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0428 ***********************************************************************
 PW0428  DESIGNATION -  R 333
 PW0428  PID         -  PW0428
 PW0428  STATE/COUNTY-  WY/BIG HORN
 PW0428  USGS QUAD   -  RAIRDEN (1978)
 PW0428
 PW0428                         *CURRENT SURVEY CONTROL
 PW0428  ___________________________________________________________________
 PW0428* NAD 83(1986)-  44 10 23.     (N)    107 54 25.     (W)     SCALED    
 PW0428* NAVD 88     -      1206.681  (meters)    3958.92   (feet)  ADJUSTED  
 PW0428  ___________________________________________________________________
 PW0428  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 PW0428  DYNAMIC HT  -        1206.144 (meters)    3957.16  (feet)  COMP
 PW0428  MODELED GRAV-     980,132.1   (mgal)                       NAVD 88
 PW0428  OBS GRAVITY -     980,136.0   (mgal)                       GRAV_OBS
 PW0428
 PW0428  VERT ORDER  -  FIRST     CLASS II
 PW0428
 PW0428.The horizontal coordinates were scaled from a topographic map and have
 PW0428.an estimated accuracy of +/- 6 seconds.
 PW0428
 PW0428.The orthometric height was determined by differential leveling
 PW0428.and adjusted by the National Geodetic Survey in June 1991..
 PW0428
 PW0428.The geoid height was determined by GEOID03.
 PW0428
 PW0428.The dynamic height is computed by dividing the NAVD 88
 PW0428.geopotential number by the normal gravity value computed on the
 PW0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0428.degrees latitude (g = 980.6199 gals.).
 PW0428
 PW0428.The modeled gravity was interpolated from observed gravity values.
 PW0428.The observed gravity was obtained from relative gravimeter ties
 PW0428.to the IGSN71 gravity network.
 PW0428
 PW0428;                    North         East    Units  Estimated Accuracy
 PW0428;SPC WYEC     -   508,140.      354,130.      MT  (+/- 180 meters Scaled)
 PW0428
 PW0428                          SUPERSEDED SURVEY CONTROL
 PW0428
 PW0428  NGVD 29 (06/08/92) 1205.888  (m)         3956.32   (f) ADJUSTED    1 2
 PW0428
 PW0428.Superseded values are not recommended for survey control.
 PW0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0428.See file dsdata.txt to determine how the superseded data were derived.
 PW0428
 PW0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ676952(NAD 83)
 PW0428_MARKER: I = METAL ROD
 PW0428_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0428_SP_SET: STAINLESS STEEL ROD
 PW0428_STAMPING: R 333 1982
 PW0428_MARK LOGO: NGS   
 PW0428_PROJECTION: FLUSH
 PW0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0428_ROD/PIPE-DEPTH: 9.8  meters
 PW0428
 PW0428  HISTORY     - Date     Condition        Report By
 PW0428  HISTORY     - 1982     MONUMENTED       NGS
 PW0428
 PW0428                          STATION DESCRIPTION
 PW0428
 PW0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0428'18.4 KM (11.45 MI) NORT FROM WORLAND.
 PW0428'18.4 KM (11.45 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0428'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.1 KM (0.05
 PW0428'MI) NORTH OF MILEPOST 177, 22.3 METERS (73.2 FT) EAST OF THE
 PW0428'CENTERLINE OF THE HIGHWAY, 7.7 METERS (25.3 FT) SOUTH OF A T-FENCE
 PW0428'CORNER AND 5.4 METERS (17.7 FT) SOUTH OF THE CENTER OF THE MOST
 PW0428'SOUTHERLY 1 OF 2 FIELD ENTRANCES.  NOTE=ACCESS TO THE DATUM POINT IS
 PW0428'THROUGH A 5-INCH LOGO CAP.
 PW0428'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PW0428'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0223 ***********************************************************************
 NR0223  DESIGNATION -  R 334
 NR0223  PID         -  NR0223
 NR0223  STATE/COUNTY-  WY/NATRONA
 NR0223  USGS QUAD   -  BISHOP (1978)
 NR0223
 NR0223                         *CURRENT SURVEY CONTROL
 NR0223  ___________________________________________________________________
 NR0223* NAD 83(1993)-  42 54 00.77624(N)    106 29 23.82516(W)     ADJUSTED  
 NR0223* NAVD 88     -      1617.131  (meters)    5305.54   (feet)  ADJUSTED  
 NR0223  ___________________________________________________________________
 NR0223  X           -  -1,328,598.205 (meters)                     COMP
 NR0223  Y           -  -4,488,162.711 (meters)                     COMP
 NR0223  Z           -   4,320,479.829 (meters)                     COMP
 NR0223  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 NR0223  ELLIP HEIGHT-        1603.98  (meters)          (05/24/02) GPS OBS
 NR0223  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0223  DYNAMIC HT  -        1616.128 (meters)    5302.25  (feet)  COMP
 NR0223  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 NR0223
 NR0223  HORZ ORDER  -  FIRST
 NR0223  VERT ORDER  -  FIRST     CLASS II
 NR0223  ELLP ORDER  -  SECOND    CLASS I
 NR0223
 NR0223.The horizontal coordinates were established by GPS observations
 NR0223.and adjusted by the National Geodetic Survey in May 2002..
 NR0223
 NR0223.The orthometric height was determined by differential leveling
 NR0223.and adjusted by the National Geodetic Survey in June 1991..
 NR0223
 NR0223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NR0223
 NR0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0223
 NR0223.The ellipsoidal height was determined by GPS observations
 NR0223.and is referenced to NAD 83.
 NR0223
 NR0223.The geoid height was determined by GEOID03.
 NR0223
 NR0223.The dynamic height is computed by dividing the NAVD 88
 NR0223.geopotential number by the normal gravity value computed on the
 NR0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0223.degrees latitude (g = 980.6199 gals.).
 NR0223
 NR0223.The modeled gravity was interpolated from observed gravity values.
 NR0223
 NR0223;                    North         East     Units Scale Factor Converg.
 NR0223;SPC WYEC     -   366,914.340   468,877.237   MT  0.99999584   +0 34 26.9
 NR0223;UTM  13      - 4,750,810.772   378,359.151   MT  0.99978203   -1 00 51.7
 NR0223
 NR0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0223!SPC WYEC     -   0.99974852  x   0.99999584  =   0.99974436
 NR0223!UTM  13      -   0.99974852  x   0.99978203  =   0.99953060
 NR0223
 NR0223                          SUPERSEDED SURVEY CONTROL
 NR0223
 NR0223  NAVD 88 (05/24/02) 1617.13   (m)         5305.5    (f) LEVELING    3  
 NR0223  NGVD 29 (06/08/92) 1616.255  (m)         5302.66   (f) ADJUSTED    1 2
 NR0223
 NR0223.Superseded values are not recommended for survey control.
 NR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0223.See file dsdata.txt to determine how the superseded data were derived.
 NR0223
 NR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH7835950811(NAD 83)
 NR0223_MARKER: F = FLANGE-ENCASED ROD
 NR0223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0223_SP_SET: STAINLESS STEEL ROD
 NR0223_STAMPING: R 334 1982
 NR0223_MARK LOGO: NGS   
 NR0223_PROJECTION: FLUSH
 NR0223_MAGNETIC: I = MARKER IS A STEEL ROD
 NR0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NR0223+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2001
 NR0223_ROD/PIPE-DEPTH: 11.0 meters
 NR0223
 NR0223  HISTORY     - Date     Condition        Report By
 NR0223  HISTORY     - 1982     MONUMENTED       NGS
 NR0223  HISTORY     - 20010808 GOOD             NGS
 NR0223
 NR0223                          STATION DESCRIPTION
 NR0223
 NR0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0223'13.2 KM (8.2 MI) NW FROM CASPER.
 NR0223'13.2 KM (8.2 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0223'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 0.9 KM (0.55 MI)
 NR0223'SOUTHEAST OF MILEPOST 12, 29.6 METERS (97.1 FT) SOUTHWEST OF THE
 NR0223'CENTERLINE OF THE HIGHWAY AND 0.5 METER (1.6 FT) EAST OF A FENCE
 NR0223'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0223'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 NR0223'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 NR0223
 NR0223                          STATION RECOVERY (2001)
 NR0223
 NR0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 NR0223'RECOVERED AS DESCRIBED.
 NR0223'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0241 ***********************************************************************
 NR0241  DESIGNATION -  R 335
 NR0241  PID         -  NR0241
 NR0241  STATE/COUNTY-  WY/NATRONA
 NR0241  USGS QUAD   -  GOOSE EGG (1984)
 NR0241
 NR0241                         *CURRENT SURVEY CONTROL
 NR0241  ___________________________________________________________________
 NR0241* NAD 83(1986)-  42 48 11.     (N)    106 26 00.     (W)     SCALED    
 NR0241* NAVD 88     -      1583.856  (meters)    5196.37   (feet)  ADJUSTED  
 NR0241  ___________________________________________________________________
 NR0241  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 NR0241  DYNAMIC HT  -        1582.866 (meters)    5193.12  (feet)  COMP
 NR0241  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 NR0241
 NR0241  VERT ORDER  -  FIRST     CLASS II
 NR0241
 NR0241.The horizontal coordinates were scaled from a topographic map and have
 NR0241.an estimated accuracy of +/- 6 seconds.
 NR0241
 NR0241.The orthometric height was determined by differential leveling
 NR0241.and adjusted by the National Geodetic Survey in June 1991..
 NR0241
 NR0241.The geoid height was determined by GEOID03.
 NR0241
 NR0241.The dynamic height is computed by dividing the NAVD 88
 NR0241.geopotential number by the normal gravity value computed on the
 NR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0241.degrees latitude (g = 980.6199 gals.).
 NR0241
 NR0241.The modeled gravity was interpolated from observed gravity values.
 NR0241
 NR0241;                    North         East    Units  Estimated Accuracy
 NR0241;SPC WYEC     -   356,170.      473,620.      MT  (+/- 180 meters Scaled)
 NR0241
 NR0241                          SUPERSEDED SURVEY CONTROL
 NR0241
 NR0241  NGVD 29 (06/08/92) 1582.980  (m)         5193.49   (f) ADJUSTED    1 2
 NR0241
 NR0241.Superseded values are not recommended for survey control.
 NR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0241.See file dsdata.txt to determine how the superseded data were derived.
 NR0241
 NR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH827399(NAD 83)
 NR0241_MARKER: I = METAL ROD
 NR0241_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0241_SP_SET: STAINLESS STEEL ROD
 NR0241_STAMPING: R 335 1982
 NR0241_MARK LOGO: NGS   
 NR0241_PROJECTION: FLUSH
 NR0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0241_ROD/PIPE-DEPTH: 5.8  meters
 NR0241
 NR0241  HISTORY     - Date     Condition        Report By
 NR0241  HISTORY     - 1982     MONUMENTED       NGS
 NR0241
 NR0241                          STATION DESCRIPTION
 NR0241
 NR0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0241'5.7 KM (3.55 MI) SW FROM CASPER.
 NR0241'5.7 KM (3.55 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0241'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 19.8 METERS (65.0 FT)
 NR0241'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 NR0241'HIGHWAY AND 1.3 METERS (4.3 FT) NORTHEAST OF A T-FENCE CORNER.  NOTE,
 NR0241'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0241'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0241'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0306 ***********************************************************************
 NR0306  DESIGNATION -  R 336
 NR0306  PID         -  NR0306
 NR0306  STATE/COUNTY-  WY/CARBON
 NR0306  USGS QUAD   -  LAMONT (1981)
 NR0306
 NR0306                         *CURRENT SURVEY CONTROL
 NR0306  ___________________________________________________________________
 NR0306* NAD 83(1986)-  42 14 16.     (N)    107 27 59.     (W)     SCALED    
 NR0306* NAVD 88     -      2049.252  (meters)    6723.25   (feet)  ADJUSTED  
 NR0306  ___________________________________________________________________
 NR0306  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 NR0306  DYNAMIC HT  -        2047.615 (meters)    6717.88  (feet)  COMP
 NR0306  MODELED GRAV-     979,749.8   (mgal)                       NAVD 88
 NR0306
 NR0306  VERT ORDER  -  FIRST     CLASS II
 NR0306
 NR0306.The horizontal coordinates were scaled from a topographic map and have
 NR0306.an estimated accuracy of +/- 6 seconds.
 NR0306
 NR0306.The orthometric height was determined by differential leveling
 NR0306.and adjusted by the National Geodetic Survey in June 1991..
 NR0306
 NR0306.The geoid height was determined by GEOID03.
 NR0306
 NR0306.The dynamic height is computed by dividing the NAVD 88
 NR0306.geopotential number by the normal gravity value computed on the
 NR0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0306.degrees latitude (g = 980.6199 gals.).
 NR0306
 NR0306.The modeled gravity was interpolated from observed gravity values.
 NR0306
 NR0306;                    North         East    Units  Estimated Accuracy
 NR0306;SPC WYEC     -   293,000.      389,020.      MT  (+/- 180 meters Scaled)
 NR0306
 NR0306                          SUPERSEDED SURVEY CONTROL
 NR0306
 NR0306  NGVD 29 (06/08/92) 2048.139  (m)         6719.60   (f) ADJUSTED    1 2
 NR0306
 NR0306.Superseded values are not recommended for survey control.
 NR0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0306.See file dsdata.txt to determine how the superseded data were derived.
 NR0306
 NR0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG964791(NAD 83)
 NR0306_MARKER: DB = BENCH MARK DISK
 NR0306_SETTING: 66 = SET IN ROCK OUTCROP
 NR0306_SP_SET: ROCK OUTCROP
 NR0306_STAMPING: R 336 1982
 NR0306_MARK LOGO: NGS   
 NR0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0306+STABILITY: POSITION/ELEVATION WELL
 NR0306
 NR0306  HISTORY     - Date     Condition        Report By
 NR0306  HISTORY     - 1982     MONUMENTED       NGS
 NR0306
 NR0306                          STATION DESCRIPTION
 NR0306
 NR0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0306'15.6 KM (9.7 MI) SOUTH FROM MUDDY GAP.
 NR0306'15.6 KM (9.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0306'WITH STATE HIGHWAY 220 IN MUDDY GAP, IN THE WEST END OF A 4 BY 4 FT.
 NR0306'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 68.9 METERS (226.0 FT) NORTH
 NR0306'OF THE NORTH END OF A GUARD RAIL, 53.3 METERS (174.9 FT) NORTH OF THE
 NR0306'SOUTH END OF THE CUT AND 16.5 METERS (54.1 FT) WEST OF THE CENTERLINE
 NR0306'OF THE HIGHWAY.
 NR0306'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 NR0306'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0457 ***********************************************************************
 MP0457  DESIGNATION -  R 337
 MP0457  PID         -  MP0457
 MP0457  STATE/COUNTY-  WY/CARBON
 MP0457  USGS QUAD   -  RENDLE HILL (1983)
 MP0457
 MP0457                         *CURRENT SURVEY CONTROL
 MP0457  ___________________________________________________________________
 MP0457* NAD 83(1986)-  41 57 52.     (N)    107 21 09.     (W)     SCALED    
 MP0457* NAVD 88     -      2083.846  (meters)    6836.75   (feet)  ADJUSTED  
 MP0457  ___________________________________________________________________
 MP0457  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 MP0457  DYNAMIC HT  -        2082.120 (meters)    6831.09  (feet)  COMP
 MP0457  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 MP0457
 MP0457  VERT ORDER  -  FIRST     CLASS II
 MP0457
 MP0457.The horizontal coordinates were scaled from a topographic map and have
 MP0457.an estimated accuracy of +/- 6 seconds.
 MP0457
 MP0457.The orthometric height was determined by differential leveling
 MP0457.and adjusted by the National Geodetic Survey in June 1991..
 MP0457
 MP0457.The geoid height was determined by GEOID03.
 MP0457
 MP0457.The dynamic height is computed by dividing the NAVD 88
 MP0457.geopotential number by the normal gravity value computed on the
 MP0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0457.degrees latitude (g = 980.6199 gals.).
 MP0457
 MP0457.The modeled gravity was interpolated from observed gravity values.
 MP0457
 MP0457;                    North         East    Units  Estimated Accuracy
 MP0457;SPC WYEC     -   262,630.      398,410.      MT  (+/- 180 meters Scaled)
 MP0457
 MP0457                          SUPERSEDED SURVEY CONTROL
 MP0457
 MP0457  NGVD 29 (06/08/92) 2082.713  (m)         6833.03   (f) ADJUSTED    1 2
 MP0457
 MP0457.Superseded values are not recommended for survey control.
 MP0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0457.See file dsdata.txt to determine how the superseded data were derived.
 MP0457
 MP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG050485(NAD 83)
 MP0457_MARKER: DB = BENCH MARK DISK
 MP0457_SETTING: 66 = SET IN ROCK OUTCROP
 MP0457_SP_SET: ROCK OUTCROP
 MP0457_STAMPING: R 337 1982
 MP0457_MARK LOGO: NGS   
 MP0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0457+STABILITY: POSITION/ELEVATION WELL
 MP0457
 MP0457  HISTORY     - Date     Condition        Report By
 MP0457  HISTORY     - 1982     MONUMENTED       NGS
 MP0457
 MP0457                          STATION DESCRIPTION
 MP0457
 MP0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0457'23.1 KM (14.35 MI) NORT FROM RAWLINS.
 MP0457'23.1 KM (14.35 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0457'WITH U.S. HIGHWAY 30 IN RAWLINS, IN THE CENTER OF A 9 BY 9 FT. EXPOSED
 MP0457'AREA OF OUTCROPPING BEDROCK, 0.6 KM (0.35 MI) NORTH OF MILEPOST 14,
 MP0457'59.7 METERS (195.9 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND
 MP0457'LANES OF THE HIGHWAY, 57.6 METERS (189.0 FT) SOUTH-SOUTHWEST OF THE
 MP0457'SOUTHEAST END OF A GUARD RAIL AND 17.1 METERS (56.1 FT) SOUTHWEST OF A
 MP0457'FENCE.
 MP0457'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MP0457'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0255 ***********************************************************************
 NR0255  DESIGNATION -  R 338
 NR0255  PID         -  NR0255
 NR0255  STATE/COUNTY-  WY/NATRONA
 NR0255  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0255
 NR0255                         *CURRENT SURVEY CONTROL
 NR0255  ___________________________________________________________________
 NR0255* NAD 83(1986)-  42 39 15.     (N)    106 36 17.     (W)     SCALED    
 NR0255* NAVD 88     -      1628.384  (meters)    5342.46   (feet)  ADJUSTED  
 NR0255  ___________________________________________________________________
 NR0255  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NR0255  DYNAMIC HT  -        1627.311 (meters)    5338.94  (feet)  COMP
 NR0255  MODELED GRAV-     979,904.4   (mgal)                       NAVD 88
 NR0255
 NR0255  VERT ORDER  -  FIRST     CLASS II
 NR0255
 NR0255.The horizontal coordinates were scaled from a topographic map and have
 NR0255.an estimated accuracy of +/- 6 seconds.
 NR0255
 NR0255.The orthometric height was determined by differential leveling
 NR0255.and adjusted by the National Geodetic Survey in June 1991..
 NR0255
 NR0255.The geoid height was determined by GEOID03.
 NR0255
 NR0255.The dynamic height is computed by dividing the NAVD 88
 NR0255.geopotential number by the normal gravity value computed on the
 NR0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0255.degrees latitude (g = 980.6199 gals.).
 NR0255
 NR0255.The modeled gravity was interpolated from observed gravity values.
 NR0255
 NR0255;                    North         East    Units  Estimated Accuracy
 NR0255;SPC WYEC     -   339,500.      459,740.      MT  (+/- 180 meters Scaled)
 NR0255
 NR0255                          SUPERSEDED SURVEY CONTROL
 NR0255
 NR0255  NGVD 29 (06/08/92) 1627.470  (m)         5339.46   (f) ADJUSTED    1 2
 NR0255
 NR0255.Superseded values are not recommended for survey control.
 NR0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0255.See file dsdata.txt to determine how the superseded data were derived.
 NR0255
 NR0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH684236(NAD 83)
 NR0255_MARKER: I = METAL ROD
 NR0255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0255_SP_SET: STAINLESS STEEL ROD
 NR0255_STAMPING: R 338 1982
 NR0255_MARK LOGO: NGS   
 NR0255_PROJECTION: FLUSH
 NR0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0255_ROD/PIPE-DEPTH: 15.8 meters
 NR0255
 NR0255  HISTORY     - Date     Condition        Report By
 NR0255  HISTORY     - 1982     MONUMENTED       NGS
 NR0255
 NR0255                          STATION DESCRIPTION
 NR0255
 NR0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0255'28.4 KM (17.6 MI) SW FROM CASPER.
 NR0255'28.4 KM (17.65 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0255'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.6 KM (0.35 MI) SOUTH OF
 NR0255'MILEPOST 96, 44.5 METERS (146.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 NR0255'HIGHWAY AND 7.4 METERS (24.3 FT) NORTHEAST OF THE CENTER OF A FIELD
 NR0255'ENTRANCE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NR0255'CAP.
 NR0255'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NR0255'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0588 ***********************************************************************
 MR0588  DESIGNATION -  R 339
 MR0588  PID         -  MR0588
 MR0588  STATE/COUNTY-  WY/UINTA
 MR0588  USGS QUAD   -  EVANSTON (1978)
 MR0588
 MR0588                         *CURRENT SURVEY CONTROL
 MR0588  ___________________________________________________________________
 MR0588* NAD 83(1986)-  41 15 11.     (N)    110 56 05.     (W)     SCALED    
 MR0588* NAVD 88     -      2078.994  (meters)    6820.83   (feet)  ADJUSTED  
 MR0588  ___________________________________________________________________
 MR0588  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 MR0588  DYNAMIC HT  -        2077.060 (meters)    6814.49  (feet)  COMP
 MR0588  MODELED GRAV-     979,619.7   (mgal)                       NAVD 88
 MR0588
 MR0588  VERT ORDER  -  FIRST     CLASS II
 MR0588
 MR0588.The horizontal coordinates were scaled from a topographic map and have
 MR0588.an estimated accuracy of +/- 6 seconds.
 MR0588
 MR0588.The orthometric height was determined by differential leveling
 MR0588.and adjusted by the National Geodetic Survey in June 1991..
 MR0588
 MR0588.The geoid height was determined by GEOID03.
 MR0588
 MR0588.The dynamic height is computed by dividing the NAVD 88
 MR0588.geopotential number by the normal gravity value computed on the
 MR0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0588.degrees latitude (g = 980.6199 gals.).
 MR0588
 MR0588.The modeled gravity was interpolated from observed gravity values.
 MR0588
 MR0588;                    North         East    Units  Estimated Accuracy
 MR0588;SPC WY W     -   183,970.      728,650.      MT  (+/- 180 meters Scaled)
 MR0588
 MR0588                          SUPERSEDED SURVEY CONTROL
 MR0588
 MR0588  NGVD 29 (06/08/92) 2077.671  (m)         6816.49   (f) ADJUSTED    1 2
 MR0588
 MR0588.Superseded values are not recommended for survey control.
 MR0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0588.See file dsdata.txt to determine how the superseded data were derived.
 MR0588
 MR0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL054668(NAD 83)
 MR0588_MARKER: I = METAL ROD
 MR0588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0588_SP_SET: STAINLESS STEEL ROD
 MR0588_STAMPING: R 339 1983
 MR0588_MARK LOGO: NGS   
 MR0588_PROJECTION: FLUSH
 MR0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0588_ROD/PIPE-DEPTH: 10.7 meters
 MR0588
 MR0588  HISTORY     - Date     Condition        Report By
 MR0588  HISTORY     - 1983     MONUMENTED       NGS
 MR0588
 MR0588                          STATION DESCRIPTION
 MR0588
 MR0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0588'3.5 KM (2.15 MI) SE FROM EVANSTON.
 MR0588'3.5 KM (2.15 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0588'THE STATION IN EVANSTON, 16.4 METERS (53.8 FT) NORTHEAST OF THE NEAR
 MR0588'RAIL, 13.2 METERS (43.3 FT) SOUTHWEST OF A FENCE, AND 1.5 METERS (4.9
 MR0588'FT) SOUTHEAST OF A UTILITY POLE AND MILEPOST 915.  NOTE=ACCESS TO THE
 MR0588'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MR0588'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MR0588'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0344 ***********************************************************************
 MQ0344  DESIGNATION -  R 340
 MQ0344  PID         -  MQ0344
 MQ0344  STATE/COUNTY-  WY/SWEETWATER
 MQ0344  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0344
 MQ0344                         *CURRENT SURVEY CONTROL
 MQ0344  ___________________________________________________________________
 MQ0344* NAD 83(1986)-  41 32 36.     (N)    109 50 00.     (W)     SCALED    
 MQ0344* NAVD 88     -      1939.749  (meters)    6363.99   (feet)  ADJUSTED  
 MQ0344  ___________________________________________________________________
 MQ0344  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 MQ0344  DYNAMIC HT  -        1938.072 (meters)    6358.49  (feet)  COMP
 MQ0344  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 MQ0344
 MQ0344  VERT ORDER  -  FIRST     CLASS II
 MQ0344
 MQ0344.The horizontal coordinates were scaled from a topographic map and have
 MQ0344.an estimated accuracy of +/- 6 seconds.
 MQ0344
 MQ0344.The orthometric height was determined by differential leveling
 MQ0344.and adjusted by the National Geodetic Survey in June 1991..
 MQ0344
 MQ0344.The geoid height was determined by GEOID03.
 MQ0344
 MQ0344.The dynamic height is computed by dividing the NAVD 88
 MQ0344.geopotential number by the normal gravity value computed on the
 MQ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0344.degrees latitude (g = 980.6199 gals.).
 MQ0344
 MQ0344.The modeled gravity was interpolated from observed gravity values.
 MQ0344
 MQ0344;                    North         East    Units  Estimated Accuracy
 MQ0344;SPC WYWC     -   116,430.      509,610.      MT  (+/- 180 meters Scaled)
 MQ0344
 MQ0344                          SUPERSEDED SURVEY CONTROL
 MQ0344
 MQ0344  NGVD 29 (06/08/92) 1938.437  (m)         6359.69   (f) ADJUSTED    1 2
 MQ0344
 MQ0344.Superseded values are not recommended for survey control.
 MQ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0344.See file dsdata.txt to determine how the superseded data were derived.
 MQ0344
 MQ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL973997(NAD 83)
 MQ0344_MARKER: I = METAL ROD
 MQ0344_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0344+WITH SETTING: INFORMATION.
 MQ0344_SP_SET: SHALLOW SET METAL ROD
 MQ0344_STAMPING: R 340 1983
 MQ0344_MARK LOGO: NGS   
 MQ0344_PROJECTION: FLUSH
 MQ0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0344_ROD/PIPE-DEPTH: 1.8  meters
 MQ0344
 MQ0344  HISTORY     - Date     Condition        Report By
 MQ0344  HISTORY     - 1983     MONUMENTED       NGS
 MQ0344
 MQ0344                          STATION DESCRIPTION
 MQ0344
 MQ0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0344'14.7 KM (9.15 MI) SE FROM GRANGER.
 MQ0344'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG OLD U.S. HIGHWAY 30 FROM THE
 MQ0344'UNION PACIFIC RAILROAD STATION IN GRANGER, THENCE 3.5 KM (2.15 MI)
 MQ0344'SOUTHEASTERLY ALONG U.S. HIGHWAY 30, THENCE 6.8 KM (4.2 MI) EAST ALONG
 MQ0344'STATE HIGHWAY 374, AND 14.9 METERS (48.9 FT) SOUTH OF THE CENTERLINE
 MQ0344'OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 6.0 FEET, AND ACCESS TO
 MQ0344'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0344'THE MARK IS 0.3 METERS  N FROM  WITNESS POST AND FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0380 ***********************************************************************
 MQ0380  DESIGNATION -  R 341
 MQ0380  PID         -  MQ0380
 MQ0380  STATE/COUNTY-  WY/SWEETWATER
 MQ0380  USGS QUAD   -  BLACK BUTTES (1968)
 MQ0380
 MQ0380                         *CURRENT SURVEY CONTROL
 MQ0380  ___________________________________________________________________
 MQ0380* NAD 83(1986)-  41 31 37.     (N)    108 40 02.     (W)     SCALED    
 MQ0380* NAVD 88     -      2021.777  (meters)    6633.11   (feet)  ADJUSTED  
 MQ0380  ___________________________________________________________________
 MQ0380  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MQ0380  DYNAMIC HT  -        2020.023 (meters)    6627.36  (feet)  COMP
 MQ0380  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 MQ0380
 MQ0380  VERT ORDER  -  FIRST     CLASS II
 MQ0380
 MQ0380.The horizontal coordinates were scaled from a topographic map and have
 MQ0380.an estimated accuracy of +/- 6 seconds.
 MQ0380
 MQ0380.The orthometric height was determined by differential leveling
 MQ0380.and adjusted by the National Geodetic Survey in June 1991..
 MQ0380
 MQ0380.The geoid height was determined by GEOID03.
 MQ0380
 MQ0380.The dynamic height is computed by dividing the NAVD 88
 MQ0380.geopotential number by the normal gravity value computed on the
 MQ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0380.degrees latitude (g = 980.6199 gals.).
 MQ0380
 MQ0380.The modeled gravity was interpolated from observed gravity values.
 MQ0380
 MQ0380;                    North         East    Units  Estimated Accuracy
 MQ0380;SPC WYWC     -   114,040.      606,910.      MT  (+/- 180 meters Scaled)
 MQ0380
 MQ0380                          SUPERSEDED SURVEY CONTROL
 MQ0380
 MQ0380  NGVD 29 (06/08/92) 2020.504  (m)         6628.94   (f) ADJUSTED    1 2
 MQ0380
 MQ0380.Superseded values are not recommended for survey control.
 MQ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0380.See file dsdata.txt to determine how the superseded data were derived.
 MQ0380
 MQ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL946998(NAD 83)
 MQ0380_MARKER: DB = BENCH MARK DISK
 MQ0380_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MQ0380_SP_SET: ABUTMENT
 MQ0380_STAMPING: R 341 1983
 MQ0380_MARK LOGO: NGS   
 MQ0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0380
 MQ0380  HISTORY     - Date     Condition        Report By
 MQ0380  HISTORY     - 1983     MONUMENTED       NGS
 MQ0380
 MQ0380                          STATION DESCRIPTION
 MQ0380
 MQ0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0380'11.4 KM (7.1 MI) WEST FROM BITTER CREEK.
 MQ0380'11.4 KM (7.1 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0380'STATION IN BITTER CREEK, IN TOP OF AND 3.7 METERS (12.1 FT) NORTHEAST
 MQ0380'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF RAILROAD
 MQ0380'BRIDGE NUMBER 763.68 SPANNING BITTER CREEK AND 2.4 METERS (7.9 FT)
 MQ0380'SOUTHWEST OF THE NEAR RAIL.
 MQ0380'THE MARK IS 2.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0438 ***********************************************************************
 MP0438  DESIGNATION -  R 342
 MP0438  PID         -  MP0438
 MP0438  STATE/COUNTY-  WY/SWEETWATER
 MP0438  USGS QUAD   -  WAMSUTTER (1981)
 MP0438
 MP0438                         *CURRENT SURVEY CONTROL
 MP0438  ___________________________________________________________________
 MP0438* NAD 83(1986)-  41 40 20.     (N)    107 58 13.     (W)     SCALED    
 MP0438* NAVD 88     -      2045.704  (meters)    6711.61   (feet)  ADJUSTED  
 MP0438  ___________________________________________________________________
 MP0438  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 MP0438  DYNAMIC HT  -        2043.902 (meters)    6705.70  (feet)  COMP
 MP0438  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 MP0438
 MP0438  VERT ORDER  -  FIRST     CLASS II
 MP0438
 MP0438.The horizontal coordinates were scaled from a topographic map and have
 MP0438.an estimated accuracy of +/- 6 seconds.
 MP0438
 MP0438.The orthometric height was determined by differential leveling
 MP0438.and adjusted by the National Geodetic Survey in June 1991..
 MP0438
 MP0438.The geoid height was determined by GEOID03.
 MP0438
 MP0438.The dynamic height is computed by dividing the NAVD 88
 MP0438.geopotential number by the normal gravity value computed on the
 MP0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0438.degrees latitude (g = 980.6199 gals.).
 MP0438
 MP0438.The modeled gravity was interpolated from observed gravity values.
 MP0438
 MP0438;                    North         East    Units  Estimated Accuracy
 MP0438;SPC WYWC     -   130,470.      664,930.      MT  (+/- 180 meters Scaled)
 MP0438
 MP0438                          SUPERSEDED SURVEY CONTROL
 MP0438
 MP0438  NGVD 29 (06/08/92) 2044.472  (m)         6707.57   (f) ADJUSTED    1 2
 MP0438
 MP0438.Superseded values are not recommended for survey control.
 MP0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0438.See file dsdata.txt to determine how the superseded data were derived.
 MP0438
 MP0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG527176(NAD 83)
 MP0438_MARKER: I = METAL ROD
 MP0438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0438_SP_SET: STAINLESS STEEL ROD
 MP0438_STAMPING: R 342 1983
 MP0438_MARK LOGO: NGS   
 MP0438_PROJECTION: FLUSH
 MP0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0438_ROD/PIPE-DEPTH: 7.6  meters
 MP0438
 MP0438  HISTORY     - Date     Condition        Report By
 MP0438  HISTORY     - 1983     MONUMENTED       NGS
 MP0438
 MP0438                          STATION DESCRIPTION
 MP0438
 MP0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0438'0.2 KM (0.1 MI) NE FROM WAMSUTTER.
 MP0438'0.2 KM (0.1 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MP0438'THE STATION IN WAMSUTTER, 43.6 METERS (143.0 FT) NORTHEAST OF THE EAST
 MP0438'CORNER OF THE MOST NORTHEASTERLY ONE OF TWO 8 BY 8 FOOT METAL
 MP0438'BUILDINGS, 41.5 METERS (136.2 FT) SOUTHWEST OF MILEPOST 724, 10.9
 MP0438'METERS (35.8 FT) NORTHWEST OF THE NEAR RAIL, AND 1.6 METERS (5.2 FT)
 MP0438'NORTHEST OF A UTILITY POLE.  NOTE, ACCESS TO THE DATUM POINT IS
 MP0438'THROUGH A 5-INCH LOGO CAP.
 MP0438'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MP0438'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0982 ***********************************************************************
 MO0982  DESIGNATION -  R 343
 MO0982  PID         -  MO0982
 MO0982  STATE/COUNTY-  WY/ALBANY
 MO0982  USGS QUAD   -  LARAMIE (1978)
 MO0982
 MO0982                         *CURRENT SURVEY CONTROL
 MO0982  ___________________________________________________________________
 MO0982* NAD 83(1986)-  41 21 46.     (N)    105 36 09.     (W)     SCALED    
 MO0982* NAVD 88     -      2172.058  (meters)    7126.16   (feet)  ADJUSTED  
 MO0982  ___________________________________________________________________
 MO0982  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0982  DYNAMIC HT  -        2170.194 (meters)    7120.04  (feet)  COMP
 MO0982  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 MO0982
 MO0982  VERT ORDER  -  FIRST     CLASS II
 MO0982
 MO0982.The horizontal coordinates were scaled from a topographic map and have
 MO0982.an estimated accuracy of +/- 6 seconds.
 MO0982
 MO0982.The orthometric height was determined by differential leveling
 MO0982.and adjusted by the National Geodetic Survey in June 1991..
 MO0982
 MO0982.The geoid height was determined by GEOID03.
 MO0982
 MO0982.The dynamic height is computed by dividing the NAVD 88
 MO0982.geopotential number by the normal gravity value computed on the
 MO0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0982.degrees latitude (g = 980.6199 gals.).
 MO0982
 MO0982.The modeled gravity was interpolated from observed gravity values.
 MO0982
 MO0982;                    North         East    Units  Estimated Accuracy
 MO0982;SPC WY E     -    95,900.      163,540.      MT  (+/- 180 meters Scaled)
 MO0982
 MO0982                          SUPERSEDED SURVEY CONTROL
 MO0982
 MO0982  NGVD 29 (06/08/92) 2171.017  (m)         7122.74   (f) ADJUSTED    1 2
 MO0982
 MO0982.Superseded values are not recommended for survey control.
 MO0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0982.See file dsdata.txt to determine how the superseded data were derived.
 MO0982
 MO0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF496792(NAD 83)
 MO0982_MARKER: I = METAL ROD
 MO0982_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0982_SP_SET: STAINLESS STEEL ROD
 MO0982_STAMPING: R 343 1983
 MO0982_MARK LOGO: NGS   
 MO0982_PROJECTION: FLUSH
 MO0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0982_ROD/PIPE-DEPTH: 4.0  meters
 MO0982
 MO0982  HISTORY     - Date     Condition        Report By
 MO0982  HISTORY     - 1983     MONUMENTED       NGS
 MO0982
 MO0982                          STATION DESCRIPTION
 MO0982
 MO0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0982'6.1 KM (3.8 MI) NORTH FROM LARAMIE.
 MO0982'6.1 KM (3.8 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0982'STATION IN LARAMIE, 0.4 KM (0.25 MI) SOUTH OF MILE POST 570,
 MO0982'58.8 METERS (192.9 FT) EAST OF THE NEAR RAIL, 41.2 METERS (135.2 FT)
 MO0982'EAST OF AN UTILITY POLE, AND 5.1 METERS (16.7 FT) NORTH OF THE CENTER
 MO0982'OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 MO0982'5-INCH LOGO CAP.
 MO0982'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 MO0982'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0959 ***********************************************************************
 MO0959  DESIGNATION -  R 344
 MO0959  PID         -  MO0959
 MO0959  STATE/COUNTY-  WY/ALBANY
 MO0959  USGS QUAD   -  BEST RANCH (1978)
 MO0959
 MO0959                         *CURRENT SURVEY CONTROL
 MO0959  ___________________________________________________________________
 MO0959* NAD 83(1986)-  41 06 13.     (N)    105 30 12.     (W)     SCALED    
 MO0959* NAVD 88     -      2370.498  (meters)    7777.21   (feet)  ADJUSTED  
 MO0959  ___________________________________________________________________
 MO0959  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 MO0959  DYNAMIC HT  -        2368.321 (meters)    7770.07  (feet)  COMP
 MO0959  MODELED GRAV-     979,618.9   (mgal)                       NAVD 88
 MO0959
 MO0959  VERT ORDER  -  FIRST     CLASS II
 MO0959
 MO0959.The horizontal coordinates were scaled from a topographic map and have
 MO0959.an estimated accuracy of +/- 6 seconds.
 MO0959
 MO0959.The orthometric height was determined by differential leveling
 MO0959.and adjusted by the National Geodetic Survey in June 1991..
 MO0959
 MO0959.The geoid height was determined by GEOID03.
 MO0959
 MO0959.The dynamic height is computed by dividing the NAVD 88
 MO0959.geopotential number by the normal gravity value computed on the
 MO0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0959.degrees latitude (g = 980.6199 gals.).
 MO0959
 MO0959.The modeled gravity was interpolated from observed gravity values.
 MO0959
 MO0959;                    North         East    Units  Estimated Accuracy
 MO0959;SPC WY E     -    67,080.      171,720.      MT  (+/- 180 meters Scaled)
 MO0959
 MO0959                          SUPERSEDED SURVEY CONTROL
 MO0959
 MO0959  NGVD 29 (06/08/92) 2369.383  (m)         7773.55   (f) ADJUSTED    1 2
 MO0959
 MO0959.Superseded values are not recommended for survey control.
 MO0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0959.See file dsdata.txt to determine how the superseded data were derived.
 MO0959
 MO0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF577503(NAD 83)
 MO0959_MARKER: DB = BENCH MARK DISK
 MO0959_SETTING: 66 = SET IN ROCK OUTCROP
 MO0959_SP_SET: ROCK OUTCROP
 MO0959_STAMPING: R 344 1983
 MO0959_MARK LOGO: NGS   
 MO0959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0959+STABILITY: POSITION/ELEVATION WELL
 MO0959
 MO0959  HISTORY     - Date     Condition        Report By
 MO0959  HISTORY     - 1983     MONUMENTED       NGS
 MO0959  HISTORY     - 1985     GOOD             DMA
 MO0959
 MO0959                          STATION DESCRIPTION
 MO0959
 MO0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0959'26.3 KM (16.35 MI) SE FROM LARAMIE.
 MO0959'26.3 KM (16.35 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0959'THE STATION IN LARAMIE, 183.0 METERS (600.4 FT) SOUTHEAST OF THE
 MO0959'NORTHWEST END OF A ROCK CUT, 45.7 METERS (149.9 FT) SOUTHEAST OF
 MO0959'MILEPOST B550, 12.0 METERS (39.4 FT) SOUTHWEST OF THE CENTER OF A
 MO0959'TRACK ROAD, 6.0 METERS (19.7 FT) NORTHEAST OF THE NEAR RAIL, AND
 MO0959'3.0 METERS (9.8 FT) BELOW THE TOP OF THE CUT.
 MO0959'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MO0959'THE MARK IS 2.2 M ABOVE THE TRACKS.
 MO0959
 MO0959                          STATION RECOVERY (1985)
 MO0959
 MO0959'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0417 ***********************************************************************
 MQ0417  DESIGNATION -  R 345
 MQ0417  PID         -  MQ0417
 MQ0417  STATE/COUNTY-  WY/SWEETWATER
 MQ0417  USGS QUAD   -  DEVILS PLAYGROUND (1987)
 MQ0417
 MQ0417                         *CURRENT SURVEY CONTROL
 MQ0417  ___________________________________________________________________
 MQ0417* NAD 83(1986)-  41 14 36.     (N)    109 37 39.     (W)     SCALED    
 MQ0417* NAVD 88     -      1852.736  (meters)    6078.52   (feet)  ADJUSTED  
 MQ0417  ___________________________________________________________________
 MQ0417  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 MQ0417  DYNAMIC HT  -        1851.104 (meters)    6073.16  (feet)  COMP
 MQ0417  MODELED GRAV-     979,677.7   (mgal)                       NAVD 88
 MQ0417
 MQ0417  VERT ORDER  -  FIRST     CLASS II
 MQ0417
 MQ0417.The horizontal coordinates were scaled from a topographic map and have
 MQ0417.an estimated accuracy of +/- 6 seconds.
 MQ0417
 MQ0417.The orthometric height was determined by differential leveling
 MQ0417.and adjusted by the National Geodetic Survey in June 1991..
 MQ0417
 MQ0417.The geoid height was determined by GEOID03.
 MQ0417
 MQ0417.The dynamic height is computed by dividing the NAVD 88
 MQ0417.geopotential number by the normal gravity value computed on the
 MQ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0417.degrees latitude (g = 980.6199 gals.).
 MQ0417
 MQ0417.The modeled gravity was interpolated from observed gravity values.
 MQ0417
 MQ0417;                    North         East    Units  Estimated Accuracy
 MQ0417;SPC WYWC     -    82,910.      526,450.      MT  (+/- 180 meters Scaled)
 MQ0417
 MQ0417                          SUPERSEDED SURVEY CONTROL
 MQ0417
 MQ0417.No superseded survey control is available for this station.
 MQ0417
 MQ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL150666(NAD 83)
 MQ0417_MARKER: I = METAL ROD
 MQ0417_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0417+WITH SETTING: INFORMATION.
 MQ0417_SP_SET: SHALLOW-SET METAL ROD
 MQ0417_STAMPING: R 345 1984
 MQ0417_MARK LOGO: NGS   
 MQ0417_PROJECTION: FLUSH
 MQ0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0417_ROD/PIPE-DEPTH: 1.6  meters
 MQ0417
 MQ0417  HISTORY     - Date     Condition        Report By
 MQ0417  HISTORY     - 1984     MONUMENTED       NGS
 MQ0417
 MQ0417                          STATION DESCRIPTION
 MQ0417
 MQ0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0417'35.1 KM (21.8 MI) NE FROM MANILA UT.
 MQ0417'35.1 KM(21.8 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0417'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 0.7 KM (0.45 MI) SOUTH
 MQ0417'OF MILEPOST 25, 0.4 KM (0.25 MI) SOUTH OF A DIRT ROAD LEADING EAST,
 MQ0417'68.0 M (223.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 64.0
 MQ0417'M (210.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A 24-INCH
 MQ0417'CONCRETE PIPE CULVERT.  NOTE=THE DATUM POINT IS STAMPED Y 385 1984.
 MQ0417'REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 MQ0417'5-INCH LOGO CAP.
 MQ0417'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0417'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9037 ***********************************************************************
 AD9037  DESIGNATION -  R 346
 AD9037  PID         -  AD9037
 AD9037  STATE/COUNTY-  WY/CROOK
 AD9037  USGS QUAD   -  DEVILS RUN (1984)
 AD9037
 AD9037                         *CURRENT SURVEY CONTROL
 AD9037  ___________________________________________________________________
 AD9037* NAD 83(1986)-  44 55 38.     (N)    104 16 22.     (W)     SCALED    
 AD9037* NAVD 88     -      1090.264  (meters)    3576.97   (feet)  ADJUSTED  
 AD9037  ___________________________________________________________________
 AD9037  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 AD9037  DYNAMIC HT  -        1089.973 (meters)    3576.02  (feet)  COMP
 AD9037  MODELED GRAV-     980,311.9   (mgal)                       NAVD 88
 AD9037
 AD9037  VERT ORDER  -  FIRST     CLASS II
 AD9037
 AD9037.The horizontal coordinates were scaled from a topographic map and have
 AD9037.an estimated accuracy of +/- 6 seconds.
 AD9037
 AD9037.The orthometric height was determined by differential leveling
 AD9037.and adjusted by the National Geodetic Survey in July 1998..
 AD9037
 AD9037.The geoid height was determined by GEOID03.
 AD9037
 AD9037.The dynamic height is computed by dividing the NAVD 88
 AD9037.geopotential number by the normal gravity value computed on the
 AD9037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9037.degrees latitude (g = 980.6199 gals.).
 AD9037
 AD9037.The modeled gravity was interpolated from observed gravity values.
 AD9037
 AD9037;                    North         East    Units  Estimated Accuracy
 AD9037;SPC WY E     -   492,170.      270,570.      MT  (+/- 180 meters Scaled)
 AD9037
 AD9037                          SUPERSEDED SURVEY CONTROL
 AD9037
 AD9037.No superseded survey control is available for this station.
 AD9037
 AD9037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK573751(NAD 83)
 AD9037_MARKER: I = METAL ROD
 AD9037_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9037_STAMPING: R 346 1995
 AD9037_MARK LOGO: NGS   
 AD9037_PROJECTION: FLUSH
 AD9037_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9037+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 AD9037_ROD/PIPE-DEPTH: 6.0  meters
 AD9037_SLEEVE-DEPTH  : 0.9 meters
 AD9037
 AD9037  HISTORY     - Date     Condition        Report By
 AD9037  HISTORY     - 1995     MONUMENTED       NGS
 AD9037  HISTORY     - 20040918 GOOD             GEOCAC
 AD9037
 AD9037                          STATION DESCRIPTION
 AD9037
 AD9037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9037'15.8 KM (9.80 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9037'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 22.1 M (72.5 FT)
 AD9037'SOUTHWEST OF THE HIGHWAY CENTERLINE, 7.3 M (24.0 FT) NORTHWEST OF THE
 AD9037'CENTER OF A FIELD ENTRANCE AND GATE, 0.6 M (2.0 FT) NORTHEAST OF A
 AD9037'WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AD9037'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AD9037'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AD9037'MARK.
 AD9037
 AD9037                          STATION RECOVERY (2004)
 AD9037
 AD9037'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 AD9037'N 44  55.625 W 104  16.355
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0164 ***********************************************************************
 PV0164  DESIGNATION -  R 35
 PV0164  PID         -  PV0164
 PV0164  STATE/COUNTY-  WY/CAMPBELL
 PV0164  USGS QUAD   -  WESTON SW (1972)
 PV0164
 PV0164                         *CURRENT SURVEY CONTROL
 PV0164  ___________________________________________________________________
 PV0164* NAD 83(1986)-  44 31 59.     (N)    105 25 36.     (W)     SCALED    
 PV0164* NAVD 88     -      1205.014  (meters)    3953.45   (feet)  ADJUSTED  
 PV0164  ___________________________________________________________________
 PV0164  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 PV0164  DYNAMIC HT  -        1204.592 (meters)    3952.07  (feet)  COMP
 PV0164  MODELED GRAV-     980,225.4   (mgal)                       NAVD 88
 PV0164
 PV0164  VERT ORDER  -  FIRST     CLASS II
 PV0164
 PV0164.The horizontal coordinates were scaled from a topographic map and have
 PV0164.an estimated accuracy of +/- 6 seconds.
 PV0164
 PV0164.The orthometric height was determined by differential leveling
 PV0164.and adjusted by the National Geodetic Survey in June 1991..
 PV0164
 PV0164.The geoid height was determined by GEOID03.
 PV0164
 PV0164.The dynamic height is computed by dividing the NAVD 88
 PV0164.geopotential number by the normal gravity value computed on the
 PV0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0164.degrees latitude (g = 980.6199 gals.).
 PV0164
 PV0164.The modeled gravity was interpolated from observed gravity values.
 PV0164
 PV0164;                    North         East    Units  Estimated Accuracy
 PV0164;SPC WY E     -   448,010.      179,340.      MT  (+/- 180 meters Scaled)
 PV0164
 PV0164                          SUPERSEDED SURVEY CONTROL
 PV0164
 PV0164  NGVD 29 (??/??/92) 1204.382  (m)         3951.38   (f) ADJ UNCH    1 2
 PV0164
 PV0164.Superseded values are not recommended for survey control.
 PV0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0164.See file dsdata.txt to determine how the superseded data were derived.
 PV0164
 PV0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK661311(NAD 83)
 PV0164_MARKER: DB = BENCH MARK DISK
 PV0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0164_SP_SET: CONCRETE POST
 PV0164_STAMPING: R 35 1933
 PV0164_MARK LOGO: CGS   
 PV0164_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0164+STABILITY: SURFACE MOTION
 PV0164
 PV0164  HISTORY     - Date     Condition        Report By
 PV0164  HISTORY     - 1933     MONUMENTED       CGS
 PV0164  HISTORY     - 1940     GOOD             NGS
 PV0164  HISTORY     - 1985     GOOD             NGS
 PV0164
 PV0164                          STATION DESCRIPTION
 PV0164
 PV0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PV0164'18 MI N FROM GILLETTE.
 PV0164'18.0 MILES NORTH ALONG THE GILLETTE-BROADUS ROAD FROM THE CHICAGO,
 PV0164'BURLINGTON AND QUINCY RAILROAD STATION AT GILLETTE, CAMPBELL
 PV0164'COUNTY, 0.3 MILE NORTH OF THE ROAD LEADING WEST TO THE W.J.
 PV0164'MONNETT RANCH HOUSE, AT THE TOP OF A SMALL HILL THAT RISES
 PV0164'FROM THE NORTH AND THE SOUTH, 116 YARDS SOUTH OF THE SOUTHWEST
 PV0164'CORNER OF A WOODEN BRIDGE OVER A DRY CREEK BED, AND 46 FEET WEST
 PV0164'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED R 35
 PV0164'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PV0164'ABOVE GROUND.
 PV0164
 PV0164                          STATION RECOVERY (1940)
 PV0164
 PV0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 PV0164'RECOVERED IN GOOD CONDITION.
 PV0164
 PV0164                          STATION RECOVERY (1985)
 PV0164
 PV0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0164'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  34.42 KM
 PV0164'(21.39 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF GILLETTE
 PV0164'AVENUE AT GILLETTE, AT THE TOP OF A SMALL HILL, 0.18 KM (0.11 MI)
 PV0164'SOUTHWEST OF A DEEP TREE LINED RAVINE, 0.33 KM (0.21 MI) NORTHEAST OF
 PV0164'MILEPOST 134, 57.2 METERS (187.5 FT) NORTHWEST OF THE HIGHWAY
 PV0164'CENTERLINE AND 26.7 METERS (87.5 FT) NORTHWEST OF THE RIGHT OF WAY
 PV0164'FENCE.
 PV0164'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0164'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0426 ***********************************************************************
 PV0426  DESIGNATION -  R 353
 PV0426  PID         -  PV0426
 PV0426  STATE/COUNTY-  WY/CROOK
 PV0426  USGS QUAD   -  FREDA CREEK (1982)
 PV0426
 PV0426                         *CURRENT SURVEY CONTROL
 PV0426  ___________________________________________________________________
 PV0426* NAD 83(1986)-  44 12 17.     (N)    104 50 05.     (W)     SCALED    
 PV0426* NAVD 88     -      1302.889  (meters)    4274.56   (feet)  ADJUSTED  
 PV0426  ___________________________________________________________________
 PV0426  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PV0426  DYNAMIC HT  -        1302.360 (meters)    4272.83  (feet)  COMP
 PV0426  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 PV0426
 PV0426  VERT ORDER  -  FIRST     CLASS II
 PV0426
 PV0426.The horizontal coordinates were scaled from a topographic map and have
 PV0426.an estimated accuracy of +/- 6 seconds.
 PV0426
 PV0426.The orthometric height was determined by differential leveling
 PV0426.and adjusted by the National Geodetic Survey in June 1991..
 PV0426
 PV0426.The geoid height was determined by GEOID03.
 PV0426
 PV0426.The dynamic height is computed by dividing the NAVD 88
 PV0426.geopotential number by the normal gravity value computed on the
 PV0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0426.degrees latitude (g = 980.6199 gals.).
 PV0426
 PV0426.The modeled gravity was interpolated from observed gravity values.
 PV0426
 PV0426;                    North         East    Units  Estimated Accuracy
 PV0426;SPC WY E     -   411,550.      226,530.      MT  (+/- 180 meters Scaled)
 PV0426
 PV0426                          SUPERSEDED SURVEY CONTROL
 PV0426
 PV0426.No superseded survey control is available for this station.
 PV0426
 PV0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ132946(NAD 83)
 PV0426_MARKER: I = METAL ROD
 PV0426_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0426+WITH SETTING: INFORMATION.
 PV0426_SP_SET: SHALLOW-SET METAL ROD
 PV0426_STAMPING: R 353 1985
 PV0426_MARK LOGO: NGS   
 PV0426_PROJECTION: FLUSH
 PV0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0426_ROD/PIPE-DEPTH: 2.3  meters
 PV0426
 PV0426  HISTORY     - Date     Condition        Report By
 PV0426  HISTORY     - 1985     MONUMENTED       NGS
 PV0426
 PV0426                          STATION DESCRIPTION
 PV0426
 PV0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0426'11.8 KM (7.35 MI) SE FROM MOORCROFT.
 PV0426'11.8 KM (7.4 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE JUNCTION OF US
 PV0426'HIGHWAY 14 AT MOORCROFT, 3.9 KM (2.45 MI) SOUTHEAST OF THE T JUNCTION
 PV0426'OF BUFFALO CREEK ROAD, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 7, 29.9
 PV0426'METERS (98 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 5.5 METERS (18 FT)
 PV0426'NORTHWEST OF THE NORTHWEST END OF A WIRE GATE AND 0.5 METER (1.5 FT)
 PV0426'SOUTHWEST OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 PV0426'THROUGH A 5-INCH LOGO CAP.
 PV0426'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 PV0426'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0360 ***********************************************************************
 PV0360  DESIGNATION -  R 354
 PV0360  PID         -  PV0360
 PV0360  STATE/COUNTY-  WY/CAMPBELL
 PV0360  USGS QUAD   -  PLEASANTDALE (1971)
 PV0360
 PV0360                         *CURRENT SURVEY CONTROL
 PV0360  ___________________________________________________________________
 PV0360* NAD 83(1986)-  44 05 28.     (N)    105 42 44.     (W)     SCALED    
 PV0360* NAVD 88     -      1504.447  (meters)    4935.84   (feet)  ADJUSTED  
 PV0360  ___________________________________________________________________
 PV0360  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 PV0360  DYNAMIC HT  -        1503.733 (meters)    4933.50  (feet)  COMP
 PV0360  MODELED GRAV-     980,090.8   (mgal)                       NAVD 88
 PV0360
 PV0360  VERT ORDER  -  FIRST     CLASS II
 PV0360
 PV0360.The horizontal coordinates were scaled from a topographic map and have
 PV0360.an estimated accuracy of +/- 6 seconds.
 PV0360
 PV0360.The orthometric height was determined by differential leveling
 PV0360.and adjusted by the National Geodetic Survey in June 1991..
 PV0360
 PV0360.The geoid height was determined by GEOID03.
 PV0360
 PV0360.The dynamic height is computed by dividing the NAVD 88
 PV0360.geopotential number by the normal gravity value computed on the
 PV0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0360.degrees latitude (g = 980.6199 gals.).
 PV0360
 PV0360.The modeled gravity was interpolated from observed gravity values.
 PV0360
 PV0360;                    North         East    Units  Estimated Accuracy
 PV0360;SPC WY E     -   399,020.      156,310.      MT  (+/- 180 meters Scaled)
 PV0360
 PV0360                          SUPERSEDED SURVEY CONTROL
 PV0360
 PV0360  NGVD 29 (06/08/92) 1503.687  (m)         4933.35   (f) ADJUSTED    1 2
 PV0360
 PV0360.Superseded values are not recommended for survey control.
 PV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0360.See file dsdata.txt to determine how the superseded data were derived.
 PV0360
 PV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ429822(NAD 83)
 PV0360_MARKER: I = METAL ROD
 PV0360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0360_SP_SET: STAINLESS STEEL ROD
 PV0360_STAMPING: R 354 1985
 PV0360_MARK LOGO: NGS   
 PV0360_PROJECTION: FLUSH
 PV0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0360_ROD/PIPE-DEPTH: 3.7  meters
 PV0360
 PV0360  HISTORY     - Date     Condition        Report By
 PV0360  HISTORY     - 1985     MONUMENTED       NGS
 PV0360
 PV0360                          STATION DESCRIPTION
 PV0360
 PV0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0360'28.6 KM (17.8 MI) SW FROM GILLETTE.
 PV0360'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0360'IN GILLETTE, THENCE 23.27 KM (14.46 MI) SOUTHWEST ALONG STATE HIGHWAY
 PV0360'50, AT THE NORTH END OF A LONG CUT, 0.16 KM (0.10 MI) NORTH OF THE T
 PV0360'JUNCTION OF A GRAVEL DRIVE LEADING EAST TO A HOUSE, 29.4 METERS (96.5
 PV0360'FT) WEST OF THE HIGHWAY CENTERLINE, 11.0 METERS (36 FT) SOUTH OF A
 PV0360'TELEPHONE CABLE ACCESS BOX 1047, 4.6 METERS (15 FT) SOUTH OF A POWER
 PV0360'POLE WITH A TRANSFORMER, 0.6 METER (2 FT) EAST OF THE RIGHT OF WAY
 PV0360'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0360'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PV0360'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0315 ***********************************************************************
 OU0315  DESIGNATION -  R 355
 OU0315  PID         -  OU0315
 OU0315  STATE/COUNTY-  WY/CAMPBELL
 OU0315  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0315
 OU0315                         *CURRENT SURVEY CONTROL
 OU0315  ___________________________________________________________________
 OU0315* NAD 83(1986)-  43 38 58.     (N)    105 47 05.     (W)     SCALED    
 OU0315* NAVD 88     -      1634.392  (meters)    5362.17   (feet)  ADJUSTED  
 OU0315  ___________________________________________________________________
 OU0315  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 OU0315  DYNAMIC HT  -        1633.473 (meters)    5359.15  (feet)  COMP
 OU0315  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 OU0315
 OU0315  VERT ORDER  -  FIRST     CLASS II
 OU0315
 OU0315.The horizontal coordinates were scaled from a topographic map and have
 OU0315.an estimated accuracy of +/- 6 seconds.
 OU0315
 OU0315.The orthometric height was determined by differential leveling
 OU0315.and adjusted by the National Geodetic Survey in June 1991..
 OU0315
 OU0315.The geoid height was determined by GEOID03.
 OU0315
 OU0315.The dynamic height is computed by dividing the NAVD 88
 OU0315.geopotential number by the normal gravity value computed on the
 OU0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0315.degrees latitude (g = 980.6199 gals.).
 OU0315
 OU0315.The modeled gravity was interpolated from observed gravity values.
 OU0315
 OU0315;                    North         East    Units  Estimated Accuracy
 OU0315;SPC WY E     -   349,990.      150,140.      MT  (+/- 180 meters Scaled)
 OU0315
 OU0315                          SUPERSEDED SURVEY CONTROL
 OU0315
 OU0315  NGVD 29 (06/08/92) 1633.558  (m)         5359.43   (f) ADJUSTED    1 2
 OU0315
 OU0315.Superseded values are not recommended for survey control.
 OU0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0315.See file dsdata.txt to determine how the superseded data were derived.
 OU0315
 OU0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ367332(NAD 83)
 OU0315_MARKER: I = METAL ROD
 OU0315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0315_SP_SET: STAINLESS STEEL ROD
 OU0315_STAMPING: R 355 1985
 OU0315_MARK LOGO: NGS   
 OU0315_PROJECTION: FLUSH
 OU0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0315_ROD/PIPE-DEPTH: 3.2  meters
 OU0315
 OU0315  HISTORY     - Date     Condition        Report By
 OU0315  HISTORY     - 1985     MONUMENTED       NGS
 OU0315
 OU0315                          STATION DESCRIPTION
 OU0315
 OU0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0315'3.7 KM (2.3 MI) NORTH FROM PINE TREE JUNCTION.
 OU0315'3.7 KM (2.3 MI) NORTH ALONG STATE HIGHWAY 50 FROM PINE TREE JUNCTION,
 OU0315'AT AN ANGLE IRON BRACE IN THE RIGHT OF WAY FENCE, 30.5 METERS (100 FT)
 OU0315'EAST OF THE HIGHWAY CENTERLINE, 21.0 METERS (68.5 FT) SOUTH OF A POWER
 OU0315'POLE, 2.4 METERS (8 FT) NORTH OF A STATE HIGHWAY REFERENCE MARK
 OU0315'2595+78, 0.6 METER (2 FT) SOUTH OF THE BRACED ANGLE IRON POST AND
 OU0315'0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 OU0315'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0315'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 OU0315'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0276 ***********************************************************************
 OV0276  DESIGNATION -  R 356
 OV0276  PID         -  OV0276
 OV0276  STATE/COUNTY-  WY/JOHNSON
 OV0276  USGS QUAD   -  LINCH (1973)
 OV0276
 OV0276                         *CURRENT SURVEY CONTROL
 OV0276  ___________________________________________________________________
 OV0276* NAD 83(1986)-  43 32 06.     (N)    106 08 24.     (W)     SCALED    
 OV0276* NAVD 88     -      1590.616  (meters)    5218.55   (feet)  ADJUSTED  
 OV0276  ___________________________________________________________________
 OV0276  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OV0276  DYNAMIC HT  -        1589.705 (meters)    5215.56  (feet)  COMP
 OV0276  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 OV0276
 OV0276  VERT ORDER  -  FIRST     CLASS II
 OV0276
 OV0276.The horizontal coordinates were scaled from a topographic map and have
 OV0276.an estimated accuracy of +/- 6 seconds.
 OV0276
 OV0276.The orthometric height was determined by differential leveling
 OV0276.and adjusted by the National Geodetic Survey in June 1991..
 OV0276
 OV0276.The geoid height was determined by GEOID03.
 OV0276
 OV0276.The dynamic height is computed by dividing the NAVD 88
 OV0276.geopotential number by the normal gravity value computed on the
 OV0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0276.degrees latitude (g = 980.6199 gals.).
 OV0276
 OV0276.The modeled gravity was interpolated from observed gravity values.
 OV0276
 OV0276;                    North         East    Units  Estimated Accuracy
 OV0276;SPC WYEC     -   437,780.      496,450.      MT  (+/- 180 meters Scaled)
 OV0276
 OV0276                          SUPERSEDED SURVEY CONTROL
 OV0276
 OV0276  NGVD 29 (06/08/92) 1589.775  (m)         5215.79   (f) ADJUSTED    1 2
 OV0276
 OV0276.Superseded values are not recommended for survey control.
 OV0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0276.See file dsdata.txt to determine how the superseded data were derived.
 OV0276
 OV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ078208(NAD 83)
 OV0276_MARKER: I = METAL ROD
 OV0276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0276_SP_SET: STAINLESS STEEL ROD
 OV0276_STAMPING: R 356 1985
 OV0276_MARK LOGO: NGS   
 OV0276_PROJECTION: FLUSH
 OV0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0276_ROD/PIPE-DEPTH: 6.1  meters
 OV0276
 OV0276  HISTORY     - Date     Condition        Report By
 OV0276  HISTORY     - 1985     MONUMENTED       NGS
 OV0276
 OV0276                          STATION DESCRIPTION
 OV0276
 OV0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0276'19.2 KM (11.95 MI) NE FROM MIDWEST.
 OV0276'19.17 KM (11.91 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE
 OV0276'JUNCTION OF STATE HIGHWAY 259 AT MIDWEST, IN THE SOUTHWEST CORNER OF
 OV0276'THE T JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST TO THE FLYING
 OV0276'DIAMOND RANCH, ON THE OUTSIDE OF THE NORTHEAST END OF A LONG CURVE,
 OV0276'1.40 KM (0.87 MI) SOUTHWEST OF THE T JUNCTION OF STATE HIGHWAY 192,
 OV0276'29.6 METERS (97 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 33.5 METERS
 OV0276'(110 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 108.2 METERS (355 FT)
 OV0276'WEST-SOUTHWEST OF MILEPOST 112 AND 0.3 METER (1 FT) SOUTHEAST OF THE
 OV0276'RIGHT OF WAY FENCE.
 OV0276'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OV0276'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0386 ***********************************************************************
 PV0386  DESIGNATION -  R 357
 PV0386  PID         -  PV0386
 PV0386  STATE/COUNTY-  WY/CAMPBELL
 PV0386  USGS QUAD   -  LONE TREE CREEK (1972)
 PV0386
 PV0386                         *CURRENT SURVEY CONTROL
 PV0386  ___________________________________________________________________
 PV0386* NAD 83(1986)-  44 34 43.     (N)    105 20 16.     (W)     SCALED    
 PV0386* NAVD 88     -      1170.529  (meters)    3840.31   (feet)  ADJUSTED  
 PV0386  ___________________________________________________________________
 PV0386  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0386  DYNAMIC HT  -        1170.132 (meters)    3839.01  (feet)  COMP
 PV0386  MODELED GRAV-     980,237.5   (mgal)                       NAVD 88
 PV0386
 PV0386  VERT ORDER  -  FIRST     CLASS II
 PV0386
 PV0386.The horizontal coordinates were scaled from a topographic map and have
 PV0386.an estimated accuracy of +/- 6 seconds.
 PV0386
 PV0386.The orthometric height was determined by differential leveling
 PV0386.and adjusted by the National Geodetic Survey in June 1991..
 PV0386
 PV0386.The geoid height was determined by GEOID03.
 PV0386
 PV0386.The dynamic height is computed by dividing the NAVD 88
 PV0386.geopotential number by the normal gravity value computed on the
 PV0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0386.degrees latitude (g = 980.6199 gals.).
 PV0386
 PV0386.The modeled gravity was interpolated from observed gravity values.
 PV0386
 PV0386;                    North         East    Units  Estimated Accuracy
 PV0386;SPC WY E     -   453,050.      186,410.      MT  (+/- 180 meters Scaled)
 PV0386
 PV0386                          SUPERSEDED SURVEY CONTROL
 PV0386
 PV0386.No superseded survey control is available for this station.
 PV0386
 PV0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK731361(NAD 83)
 PV0386_MARKER: I = METAL ROD
 PV0386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0386_SP_SET: STAINLESS STEEL ROD
 PV0386_STAMPING: R 357 1985
 PV0386_MARK LOGO: NGS   
 PV0386_PROJECTION: FLUSH
 PV0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0386_ROD/PIPE-DEPTH: 7.3  meters
 PV0386
 PV0386  HISTORY     - Date     Condition        Report By
 PV0386  HISTORY     - 1985     MONUMENTED       NGS
 PV0386
 PV0386                          STATION DESCRIPTION
 PV0386
 PV0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0386'43.4 KM (26.95 MI) NORTH FROM GILLETTE.
 PV0386'43.36 KM (26.95 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0386'GILLETTE AVENUE AT GILLETTE, IN THE CENTER OF A DOUBLE CONCRETE POST
 PV0386'BRACE IN THE RIGHT OF WAY FENCE, 0.33 KM (0.21 MI) SOUTHWEST OF
 PV0386'MILEPOST 140, 29.6 METERS (97 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 PV0386'43.0 METERS (141 FT) NORTH OF THE NORTHWEST END OF A 18-INCH PIPE
 PV0386'CULVERT, 22.1 METERS (72.5 FT) SOUTHWEST OF A FENCE T JUNCTION IN THE
 PV0386'RIGHT OF WAY FENCE AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT OF WAY
 PV0386'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0386'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 PV0386'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0416 ***********************************************************************
 PV0416  DESIGNATION -  R 358
 PV0416  PID         -  PV0416
 PV0416  STATE/COUNTY-  WY/CAMPBELL
 PV0416  USGS QUAD   -  ROZET SE (1971)
 PV0416
 PV0416                         *CURRENT SURVEY CONTROL
 PV0416  ___________________________________________________________________
 PV0416* NAD 83(1986)-  44 17 05.     (N)    105 05 58.     (W)     SCALED    
 PV0416* NAVD 88     -      1288.196  (meters)    4226.36   (feet)  ADJUSTED  
 PV0416  ___________________________________________________________________
 PV0416  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0416  DYNAMIC HT  -        1287.673 (meters)    4224.64  (feet)  COMP
 PV0416  MODELED GRAV-     980,167.7   (mgal)                       NAVD 88
 PV0416
 PV0416  VERT ORDER  -  FIRST     CLASS II
 PV0416
 PV0416.The horizontal coordinates were scaled from a topographic map and have
 PV0416.an estimated accuracy of +/- 6 seconds.
 PV0416
 PV0416.The orthometric height was determined by differential leveling
 PV0416.and adjusted by the National Geodetic Survey in June 1991..
 PV0416
 PV0416.The geoid height was determined by GEOID03.
 PV0416
 PV0416.The dynamic height is computed by dividing the NAVD 88
 PV0416.geopotential number by the normal gravity value computed on the
 PV0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0416.degrees latitude (g = 980.6199 gals.).
 PV0416
 PV0416.The modeled gravity was interpolated from observed gravity values.
 PV0416
 PV0416;                    North         East    Units  Estimated Accuracy
 PV0416;SPC WY E     -   420,390.      205,370.      MT  (+/- 180 meters Scaled)
 PV0416
 PV0416                          SUPERSEDED SURVEY CONTROL
 PV0416
 PV0416.No superseded survey control is available for this station.
 PV0416
 PV0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK920035(NAD 83)
 PV0416_MARKER: DB = BENCH MARK DISK
 PV0416_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0416_SP_SET: BRIDGE PIER
 PV0416_STAMPING: R 358 1985
 PV0416_MARK LOGO: NGS   
 PV0416_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0416
 PV0416  HISTORY     - Date     Condition        Report By
 PV0416  HISTORY     - 1985     MONUMENTED       NGS
 PV0416  HISTORY     - 20000609 GOOD             USGS
 PV0416
 PV0416                          STATION DESCRIPTION
 PV0416
 PV0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0416'12.7 KM (7.9 MI) WEST FROM MOOTCROFT.
 PV0416'12.66 KM (7.87 MI) WEST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0416'FROM THE JUNCTION OF US HIGHWAY 14 AT MOORCROFT, VERTICALLY, IN THE
 PV0416'SOUTH FACE OF THE SOUTHWEST ONE OF FOUR CONCRETE PIERS FOR THE EAST
 PV0416'BOUND I 90 BRIDGE OVER GRAY ROAD, 0.24 KM (0.15 MI) EAST OF MILEPOST
 PV0416'146, 109.1 METERS (358 FT) NORTH OF THE HIGHWAY CENTERLINE AND 9.4
 PV0416'METERS (31 FT) WEST OF THE CENTER OF THE ROAD.
 PV0416'THE MARK IS 1.0 M ABOVE GRAY ROAD.
 PV0416
 PV0416                          STATION RECOVERY (2000)
 PV0416
 PV0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0416'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0321 ***********************************************************************
 PW0321  DESIGNATION -  R 36
 PW0321  PID         -  PW0321
 PW0321  STATE/COUNTY-  WY/WASHAKIE
 PW0321  USGS QUAD   -  BROOM DRAW (1976)
 PW0321
 PW0321                         *CURRENT SURVEY CONTROL
 PW0321  ___________________________________________________________________
 PW0321* NAD 83(1986)-  44 01 10.     (N)    107 42 54.     (W)     SCALED    
 PW0321* NAVD 88     -      1462.984  (meters)    4799.81   (feet)  ADJUSTED  
 PW0321  ___________________________________________________________________
 PW0321  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 PW0321  DYNAMIC HT  -        1462.259 (meters)    4797.43  (feet)  COMP
 PW0321  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 PW0321
 PW0321  VERT ORDER  -  FIRST     CLASS II
 PW0321
 PW0321.The horizontal coordinates were scaled from a topographic map and have
 PW0321.an estimated accuracy of +/- 6 seconds.
 PW0321
 PW0321.The orthometric height was determined by differential leveling
 PW0321.and adjusted by the National Geodetic Survey in June 1991..
 PW0321
 PW0321.The geoid height was determined by GEOID03.
 PW0321
 PW0321.The dynamic height is computed by dividing the NAVD 88
 PW0321.geopotential number by the normal gravity value computed on the
 PW0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0321.degrees latitude (g = 980.6199 gals.).
 PW0321
 PW0321.The modeled gravity was interpolated from observed gravity values.
 PW0321
 PW0321;                    North         East    Units  Estimated Accuracy
 PW0321;SPC WYEC     -   490,980.      369,400.      MT  (+/- 180 meters Scaled)
 PW0321
 PW0321                          SUPERSEDED SURVEY CONTROL
 PW0321
 PW0321  NGVD 29 (??/??/92) 1462.163  (m)         4797.11   (f) ADJ UNCH    1 2
 PW0321
 PW0321.Superseded values are not recommended for survey control.
 PW0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0321.See file dsdata.txt to determine how the superseded data were derived.
 PW0321
 PW0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ823776(NAD 83)
 PW0321_MARKER: DB = BENCH MARK DISK
 PW0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0321_STAMPING: R 36 1934
 PW0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0321+STABILITY: SURFACE MOTION
 PW0321
 PW0321  HISTORY     - Date     Condition        Report By
 PW0321  HISTORY     - 1934     MONUMENTED       CGS
 PW0321  HISTORY     - 1944     GOOD             NGS
 PW0321  HISTORY     - 1966     GOOD             USGS
 PW0321
 PW0321                          STATION DESCRIPTION
 PW0321
 PW0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PW0321'13.5 MI E FROM WORLAND.
 PW0321'13.5 MILES EAST ALONG U.S. HIGHWAY 16 FROM WORLAND, WASHAKIE COUNTY,
 PW0321'0.5 MILE EAST OF THE SIDE ROAD AT THE MCCLUSKEY HOUSE, 50.0 FEET NORTH
 PW0321'OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET LOWER THAN THE HIGHWAY. A
 PW0321'STANDARD DISK, STAMPED R 36 1934 AND SET IN THE TOP OF A CONCRETE
 PW0321'POST.  NOTE-- THE SIDE ROAD IS KNOWN AS THE ROAD TO HIDDEN DOME.
 PW0321
 PW0321                          STATION RECOVERY (1966)
 PW0321
 PW0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0310 ***********************************************************************
 OV0310  DESIGNATION -  R 360
 OV0310  PID         -  OV0310
 OV0310  STATE/COUNTY-  WY/NATRONA
 OV0310  USGS QUAD   -  TEAPOT ROCK (1978)
 OV0310
 OV0310                         *CURRENT SURVEY CONTROL
 OV0310  ___________________________________________________________________
 OV0310* NAD 83(1986)-  43 10 13.     (N)    106 19 52.     (W)     SCALED    
 OV0310* NAVD 88     -      1651.517  (meters)    5418.35   (feet)  ADJUSTED  
 OV0310  ___________________________________________________________________
 OV0310  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 OV0310  DYNAMIC HT  -        1650.512 (meters)    5415.05  (feet)  COMP
 OV0310  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 OV0310
 OV0310  VERT ORDER  -  FIRST     CLASS II
 OV0310
 OV0310.The horizontal coordinates were scaled from a topographic map and have
 OV0310.an estimated accuracy of +/- 6 seconds.
 OV0310
 OV0310.The orthometric height was determined by differential leveling
 OV0310.and adjusted by the National Geodetic Survey in June 1991..
 OV0310
 OV0310.The geoid height was determined by GEOID03.
 OV0310
 OV0310.The dynamic height is computed by dividing the NAVD 88
 OV0310.geopotential number by the normal gravity value computed on the
 OV0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0310.degrees latitude (g = 980.6199 gals.).
 OV0310
 OV0310.The modeled gravity was interpolated from observed gravity values.
 OV0310
 OV0310;                    North         East    Units  Estimated Accuracy
 OV0310;SPC WYEC     -   397,060.      481,490.      MT  (+/- 180 meters Scaled)
 OV0310
 OV0310                          SUPERSEDED SURVEY CONTROL
 OV0310
 OV0310  NGVD 29 (06/08/92) 1650.636  (m)         5415.46   (f) ADJUSTED    1 2
 OV0310
 OV0310.Superseded values are not recommended for survey control.
 OV0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0310.See file dsdata.txt to determine how the superseded data were derived.
 OV0310
 OV0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH918805(NAD 83)
 OV0310_MARKER: I = METAL ROD
 OV0310_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0310+WITH SETTING: INFORMATION.
 OV0310_SP_SET: SHALLOW-SET METAL ROD
 OV0310_STAMPING: R 360 1985
 OV0310_MARK LOGO: NGS   
 OV0310_PROJECTION: FLUSH
 OV0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0310_ROD/PIPE-DEPTH: 2.6  meters
 OV0310
 OV0310  HISTORY     - Date     Condition        Report By
 OV0310  HISTORY     - 1985     MONUMENTED       NGS
 OV0310
 OV0310                          STATION DESCRIPTION
 OV0310
 OV0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0310'28.4 KM (17.65 MI) SOUTH FROM MIDWEST.
 OV0310'28.42 KM (17.66 MI) SOUTH ALONG STATE HIGHWAY 259 FROM THE JUNCTION OF
 OV0310'STATE HIGHWAY 387 AT MIDWEST, ALSO 36.34 KM (22.58 MI) NORTH OF
 OV0310'CASPER, AT THE T JUNCTION OF HORSE CREEK ROAD LEADING WEST, IN THE
 OV0310'CENTER OF A DOUBLE WOODEN POST BRACE AT THE SOUTH END OF TWO WIRE
 OV0310'GATES IN THE RIGHT OF WAY FENCE, 0.76 KM (0.47 MI) SOUTH OF MILEPOST
 OV0310'11, 45.4 METERS (149 FT) EAST OF THE HIGHWAY CENTERLINE, 1.8 METERS (6
 OV0310'FT) NORTH OF THE EXTENDED CENTER OF HORSE CREEK ROAD AND 0.3 METER (1
 OV0310'FT) WEST OF THE RIGHT OF WAY FENCE.  ROD SET TO 8.5 FOOT ANCHORED
 OV0310'REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OV0310'CAP.
 OV0310'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OV0310'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0330 ***********************************************************************
 OU0330  DESIGNATION -  R 361
 OU0330  PID         -  OU0330
 OU0330  STATE/COUNTY-  WY/WESTON
 OU0330  USGS QUAD   -  OSAGE (1972)
 OU0330
 OU0330                         *CURRENT SURVEY CONTROL
 OU0330  ___________________________________________________________________
 OU0330* NAD 83(1986)-  43 58 45.     (N)    104 26 17.     (W)     SCALED    
 OU0330* NAVD 88     -      1301.578  (meters)    4270.26   (feet)  ADJUSTED  
 OU0330  ___________________________________________________________________
 OU0330  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OU0330  DYNAMIC HT  -        1301.024 (meters)    4268.44  (feet)  COMP
 OU0330  MODELED GRAV-     980,147.4   (mgal)                       NAVD 88
 OU0330
 OU0330  VERT ORDER  -  FIRST     CLASS II
 OU0330
 OU0330.The horizontal coordinates were scaled from a topographic map and have
 OU0330.an estimated accuracy of +/- 6 seconds.
 OU0330
 OU0330.The orthometric height was determined by differential leveling
 OU0330.and adjusted by the National Geodetic Survey in June 1991..
 OU0330
 OU0330.The geoid height was determined by GEOID03.
 OU0330
 OU0330.The dynamic height is computed by dividing the NAVD 88
 OU0330.geopotential number by the normal gravity value computed on the
 OU0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0330.degrees latitude (g = 980.6199 gals.).
 OU0330
 OU0330.The modeled gravity was interpolated from observed gravity values.
 OU0330
 OU0330;                    North         East    Units  Estimated Accuracy
 OU0330;SPC WY E     -   386,690.      258,460.      MT  (+/- 180 meters Scaled)
 OU0330
 OU0330                          SUPERSEDED SURVEY CONTROL
 OU0330
 OU0330.No superseded survey control is available for this station.
 OU0330
 OU0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ450697(NAD 83)
 OU0330_MARKER: I = METAL ROD
 OU0330_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0330+WITH SETTING: INFORMATION.
 OU0330_SP_SET: SHALLOW-SET METAL ROD
 OU0330_STAMPING: R 361 1985
 OU0330_MARK LOGO: NGS   
 OU0330_PROJECTION: FLUSH
 OU0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0330_ROD/PIPE-DEPTH: 1.5  meters
 OU0330
 OU0330  HISTORY     - Date     Condition        Report By
 OU0330  HISTORY     - 1985     MONUMENTED       NGS
 OU0330
 OU0330                          STATION DESCRIPTION
 OU0330
 OU0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0330'20.7 KM (12.85 MI) SE FROM UPTON.
 OU0330'20.7 KM (12.85 MI) SOUTHWEST ALONG US HIGHWAY 16 FROM THE CITY HALL AT
 OU0330'UPTON, 0.2 KM (0.1 MI) NORTHWEST OF THE T JUNCTION OF A DIRT ROAD
 OU0330'LEADING SOUTHWEST, 44.8 METERS (147 FT) SOUTHWEST OF THE HIGHWAY
 OU0330'CENTERLINE, 119.0 METERS (395.5 FT) SOUTHEAST OF THE SOUTHWEST POLE
 OU0330'FOR A POWER LINE CROSSING, 0.3 METER (1 FT) NORTHEAST OF A
 OU0330'RIGHT-OF-WAY FENCE.  ROD SET TO 5-FOOT ANCHORED REFUSAL.  NOTE--ACCESS
 OU0330'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0330'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OU0330'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0358 ***********************************************************************
 OU0358  DESIGNATION -  R 362
 OU0358  PID         -  OU0358
 OU0358  STATE/COUNTY-  WY/WESTON
 OU0358  USGS QUAD   -  DEWEY (1951)
 OU0358
 OU0358                         *CURRENT SURVEY CONTROL
 OU0358  ___________________________________________________________________
 OU0358* NAD 83(1986)-  43 36 11.     (N)    104 06 37.     (W)     SCALED    
 OU0358* NAVD 88     -      1193.539  (meters)    3915.80   (feet)  ADJUSTED  
 OU0358  ___________________________________________________________________
 OU0358  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 OU0358  DYNAMIC HT  -        1193.034 (meters)    3914.15  (feet)  COMP
 OU0358  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 OU0358
 OU0358  VERT ORDER  -  FIRST     CLASS II
 OU0358
 OU0358.The horizontal coordinates were scaled from a topographic map and have
 OU0358.an estimated accuracy of +/- 6 seconds.
 OU0358
 OU0358.The orthometric height was determined by differential leveling
 OU0358.and adjusted by the National Geodetic Survey in June 1991..
 OU0358
 OU0358.The geoid height was determined by GEOID03.
 OU0358
 OU0358.The dynamic height is computed by dividing the NAVD 88
 OU0358.geopotential number by the normal gravity value computed on the
 OU0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0358.degrees latitude (g = 980.6199 gals.).
 OU0358
 OU0358.The modeled gravity was interpolated from observed gravity values.
 OU0358
 OU0358;                    North         East    Units  Estimated Accuracy
 OU0358;SPC WY E     -   345,190.      285,290.      MT  (+/- 180 meters Scaled)
 OU0358
 OU0358                          SUPERSEDED SURVEY CONTROL
 OU0358
 OU0358.No superseded survey control is available for this station.
 OU0358
 OU0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ718281(NAD 83)
 OU0358_MARKER: I = METAL ROD
 OU0358_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0358+WITH SETTING: INFORMATION.
 OU0358_SP_SET: SHALLOW-SET METAL ROD
 OU0358_STAMPING: R 362 1985
 OU0358_MARK LOGO: NGS   
 OU0358_PROJECTION: FLUSH
 OU0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0358_ROD/PIPE-DEPTH: 1.2  meters
 OU0358
 OU0358  HISTORY     - Date     Condition        Report By
 OU0358  HISTORY     - 1985     MONUMENTED       NGS
 OU0358
 OU0358                          STATION DESCRIPTION
 OU0358
 OU0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0358'29.5 KM (18.35 MI) SOUTH FROM NEWCASTLE.
 OU0358'29.55 KM (18.35 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0358'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0358'NEWCASTLE, AT THE SUMMIT OF A HILL, 0.9 KM (0.55 MI) SOUTH OF THE T
 OU0358'JUNCTION OF A DIRT ROAD LEADING WEST TO M.W. LAKE, 15.2 METERS (50 FT)
 OU0358'WEST OF THE HIGHWAY CENTERLINE, 28.7 METERS (94 FT) SOUTH OF THE
 OU0358'EXTENDED CENTER OF A DIRT ROAD LEADING EAST AND 0.3 METER (1 FT) EAST
 OU0358'OF A RIGHT-OF-WAY FENCE.  ROD SET TO 4-FOOT ANCHORED REFUSAL.
 OU0358'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0358'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OU0358'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0291 ***********************************************************************
 OV0291  DESIGNATION -  R 364
 OV0291  PID         -  OV0291
 OV0291  STATE/COUNTY-  WY/NATRONA
 OV0291  USGS QUAD   -  MIDWEST (1978)
 OV0291
 OV0291                         *CURRENT SURVEY CONTROL
 OV0291  ___________________________________________________________________
 OV0291* NAD 83(1986)-  43 25 04.     (N)    106 16 31.     (W)     SCALED    
 OV0291* NAVD 88     -      1482.455  (meters)    4863.69   (feet)  ADJUSTED  
 OV0291  ___________________________________________________________________
 OV0291  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 OV0291  DYNAMIC HT  -        1481.645 (meters)    4861.03  (feet)  COMP
 OV0291  MODELED GRAV-     980,021.7   (mgal)                       NAVD 88
 OV0291
 OV0291  VERT ORDER  -  FIRST     CLASS II
 OV0291
 OV0291.The horizontal coordinates were scaled from a topographic map and have
 OV0291.an estimated accuracy of +/- 6 seconds.
 OV0291
 OV0291.The orthometric height was determined by differential leveling
 OV0291.and adjusted by the National Geodetic Survey in June 1991..
 OV0291
 OV0291.The geoid height was determined by GEOID03.
 OV0291
 OV0291.The dynamic height is computed by dividing the NAVD 88
 OV0291.geopotential number by the normal gravity value computed on the
 OV0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0291.degrees latitude (g = 980.6199 gals.).
 OV0291
 OV0291.The modeled gravity was interpolated from observed gravity values.
 OV0291
 OV0291;                    North         East    Units  Estimated Accuracy
 OV0291;SPC WYEC     -   424,610.      485,680.      MT  (+/- 180 meters Scaled)
 OV0291
 OV0291                          SUPERSEDED SURVEY CONTROL
 OV0291
 OV0291  NGVD 29 (06/08/92) 1481.660  (m)         4861.08   (f) ADJUSTED    1 2
 OV0291
 OV0291.Superseded values are not recommended for survey control.
 OV0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0291.See file dsdata.txt to determine how the superseded data were derived.
 OV0291
 OV0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ967080(NAD 83)
 OV0291_MARKER: I = METAL ROD
 OV0291_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0291_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OV0291_STAMPING: R 364 1985
 OV0291_MARK LOGO: NGS   
 OV0291_PROJECTION: FLUSH
 OV0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0291+STABILITY: POSITION/ELEVATION WELL
 OV0291_ROD/PIPE-DEPTH: 7.3  meters
 OV0291_SLEEVE-DEPTH  : 6.1 meters
 OV0291
 OV0291  HISTORY     - Date     Condition        Report By
 OV0291  HISTORY     - 1985     MONUMENTED       NGS
 OV0291
 OV0291                          STATION DESCRIPTION
 OV0291
 OV0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0291'1.0 KM (0.6 MI) NW FROM MIDWEST.
 OV0291'1.00 KM (0.62 MI) NORTHWEST ALONG STATE HIGHWAY 387 FROM THE JUNCTION
 OV0291'OF STATE HIGHWAY 259 AT MIDWEST, IN THE CENTER OF A TRIPLE WOODEN POST
 OV0291'BRACE IN THE RIGHT OF WAY FENCE, AT THE SOUTH CORNER OF THE JUNCTION
 OV0291'OF COUNTY ROAD 116 LEADING NORTH AND A PAVED ROAD LEADING SOUTHWEST,
 OV0291'0.59 KM (0.37 MI) SOUTHEAST OF MILEPOST 99, 44.7 METERS (146.5 FT)
 OV0291'SOUTHWEST OF THE HIGHWAY CENTERLINE, 24.4 METERS (80 FT) SOUTHEAST OF
 OV0291'THE CENTER OF THE PAVED ROAD LEADING SOUTHWEST, 23.2 METERS (76 FT)
 OV0291'SOUTH-SOUTHEAST OF THE SOUTHEAST BRACED WOODEN POST AT THE SOUTHEAST
 OV0291'END OF A CATTLE GUARD IN THE PAVED ROAD, 8.8 METERS (29 FT) NORTHWEST
 OV0291'OF AN OFFSET POWER POLE WITH ONE GUY WIRE AND 0.9 METER (3 FT)
 OV0291'NORTHEAST OF THE RIGHT OF WAY FENCE.
 OV0291'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OV0291'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1024 ***********************************************************************
 PY1024  DESIGNATION -  R 365
 PY1024  PID         -  PY1024
 PY1024  STATE/COUNTY-  WY/PARK
 PY1024  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY1024
 PY1024                         *CURRENT SURVEY CONTROL
 PY1024  ___________________________________________________________________
 PY1024* NAD 83(1986)-  44 57 18.     (N)    110 30 18.     (W)     SCALED    
 PY1024* NAVD 88     -      2120.451  (meters)    6956.85   (feet)  ADJUSTED  
 PY1024  ___________________________________________________________________
 PY1024  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY1024  DYNAMIC HT  -        2119.275 (meters)    6952.99  (feet)  COMP
 PY1024  MODELED GRAV-     979,986.2   (mgal)                       NAVD 88
 PY1024
 PY1024  VERT ORDER  -  FIRST     CLASS II
 PY1024
 PY1024.The horizontal coordinates were scaled from a topographic map and have
 PY1024.an estimated accuracy of +/- 6 seconds.
 PY1024
 PY1024.The orthometric height was determined by differential leveling
 PY1024.and adjusted by the National Geodetic Survey in June 1991..
 PY1024
 PY1024.The geoid height was determined by GEOID03.
 PY1024
 PY1024.The dynamic height is computed by dividing the NAVD 88
 PY1024.geopotential number by the normal gravity value computed on the
 PY1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1024.degrees latitude (g = 980.6199 gals.).
 PY1024
 PY1024.The modeled gravity was interpolated from observed gravity values.
 PY1024
 PY1024;                    North         East    Units  Estimated Accuracy
 PY1024;SPC WYWC     -   496,360.      461,520.      MT  (+/- 180 meters Scaled)
 PY1024
 PY1024                          SUPERSEDED SURVEY CONTROL
 PY1024
 PY1024  NGVD 29 (08/20/92) 2119.185  (m)         6952.69   (f) ADJUSTED    1 2
 PY1024
 PY1024.Superseded values are not recommended for survey control.
 PY1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1024.See file dsdata.txt to determine how the superseded data were derived.
 PY1024
 PY1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ390780(NAD 83)
 PY1024_MARKER: DB = BENCH MARK DISK
 PY1024_SETTING: 66 = SET IN ROCK OUTCROP
 PY1024_SP_SET: BEDROCK
 PY1024_STAMPING: R 365 1987
 PY1024_MARK LOGO: NGS   
 PY1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1024+STABILITY: POSITION/ELEVATION WELL
 PY1024
 PY1024  HISTORY     - Date     Condition        Report By
 PY1024  HISTORY     - 1987     MONUMENTED       NGS
 PY1024
 PY1024                          STATION DESCRIPTION
 PY1024
 PY1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1024'11.6 KM (7.20 MI) WEST FROM TOWER JUNCTION.
 PY1024'11.6 KM (7.20 MI) WESTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1024'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, NEAR THE CENTER OF
 PY1024'A 10 BY 40 FOOT VAIN OF OUTCROPPING BEDROCK AT THE FOOT OF THE NORTH
 PY1024'SLOPE OF A SMALL KNOLL, AT A PAVED HIGHWAY PULLOUT ON THE SOUTH SIDE
 PY1024'OF THE HIGHWAY, 44.8 M (147.0 FT) SOUTH OF THE CENTERLINE OF THE
 PY1024'HIGHWAY, AND 14.3 M (46.9 FT) SOUTHWEST OF A SMALL STREAM.
 PY1024'THE MARK IS 5.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1003 ***********************************************************************
 PY1003  DESIGNATION -  R 366
 PY1003  PID         -  PY1003
 PY1003  STATE/COUNTY-  WY/PARK
 PY1003  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY1003
 PY1003                         *CURRENT SURVEY CONTROL
 PY1003  ___________________________________________________________________
 PY1003* NAD 83(1986)-  44 46 03.     (N)    110 27 21.     (W)     SCALED    
 PY1003* NAVD 88     -      2604.715  (meters)    8545.64   (feet)  ADJUSTED  
 PY1003  ___________________________________________________________________
 PY1003  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY1003  DYNAMIC HT  -        2602.978 (meters)    8539.94  (feet)  COMP
 PY1003  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 PY1003
 PY1003  VERT ORDER  -  FIRST     CLASS II
 PY1003
 PY1003.The horizontal coordinates were scaled from a topographic map and have
 PY1003.an estimated accuracy of +/- 6 seconds.
 PY1003
 PY1003.The orthometric height was determined by differential leveling
 PY1003.and adjusted by the National Geodetic Survey in June 1991..
 PY1003
 PY1003.The geoid height was determined by GEOID03.
 PY1003
 PY1003.The dynamic height is computed by dividing the NAVD 88
 PY1003.geopotential number by the normal gravity value computed on the
 PY1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1003.degrees latitude (g = 980.6199 gals.).
 PY1003
 PY1003.The modeled gravity was interpolated from observed gravity values.
 PY1003
 PY1003;                    North         East    Units  Estimated Accuracy
 PY1003;SPC WYWC     -   475,440.      464,970.      MT  (+/- 180 meters Scaled)
 PY1003
 PY1003                          SUPERSEDED SURVEY CONTROL
 PY1003
 PY1003  NGVD 29 (08/20/92) 2603.291  (m)         8540.96   (f) ADJUSTED    1 2
 PY1003
 PY1003.Superseded values are not recommended for survey control.
 PY1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1003.See file dsdata.txt to determine how the superseded data were derived.
 PY1003
 PY1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ430572(NAD 83)
 PY1003_MARKER: DB = BENCH MARK DISK
 PY1003_SETTING: 66 = SET IN ROCK OUTCROP
 PY1003_SP_SET: BEDROCK
 PY1003_STAMPING: R 366 1987
 PY1003_MARK LOGO: NGS   
 PY1003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1003+STABILITY: POSITION/ELEVATION WELL
 PY1003
 PY1003  HISTORY     - Date     Condition        Report By
 PY1003  HISTORY     - 1987     MONUMENTED       NGS
 PY1003
 PY1003                          STATION DESCRIPTION
 PY1003
 PY1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1003'5.6 KM (3.50 MI) NORTH FROM CANYON VILLAGE.
 PY1003'5.6 KM (3.50 MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY1003'HIGHWAY FROM THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, NEAR
 PY1003'THE CENTER OF A 2 BY 3 FOOT AREA OF OUTCROPPING BEDROCK, 23.2 M (76.1
 PY1003'FT) NORTHWEST OF A SIGN (WASHBURN HOT SPRINGS), 15.2 M (49.9 FT)
 PY1003'WEST-SOUTHWEST OF THE NORTHEAST END OF A HIGHWAY PULLOUT, 6.3 M (20.7
 PY1003'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 PY1003'NORTHEAST OF THE SOUTHWEST END OF THE OUTCROP.
 PY1003'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0797 ***********************************************************************
 PY0797  DESIGNATION -  R 367
 PY0797  PID         -  PY0797
 PY0797  STATE/COUNTY-  WY/TETON
 PY0797  USGS QUAD   -  CRAIG PASS (1986)
 PY0797
 PY0797                         *CURRENT SURVEY CONTROL
 PY0797  ___________________________________________________________________
 PY0797* NAD 83(1986)-  44 27 05.     (N)    110 39 04.     (W)     SCALED    
 PY0797* NAVD 88     -      2518.981  (meters)    8264.36   (feet)  ADJUSTED  
 PY0797  ___________________________________________________________________
 PY0797  GEOID HEIGHT-          -8.72  (meters)                     GEOID03
 PY0797  DYNAMIC HT  -        2517.214 (meters)    8258.56  (feet)  COMP
 PY0797  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 PY0797
 PY0797  VERT ORDER  -  FIRST     CLASS II
 PY0797
 PY0797.The horizontal coordinates were scaled from a topographic map and have
 PY0797.an estimated accuracy of +/- 6 seconds.
 PY0797
 PY0797.The orthometric height was determined by differential leveling
 PY0797.and adjusted by the National Geodetic Survey in June 1991..
 PY0797
 PY0797.The geoid height was determined by GEOID03.
 PY0797
 PY0797.The dynamic height is computed by dividing the NAVD 88
 PY0797.geopotential number by the normal gravity value computed on the
 PY0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0797.degrees latitude (g = 980.6199 gals.).
 PY0797
 PY0797.The modeled gravity was interpolated from observed gravity values.
 PY0797
 PY0797;                    North         East    Units  Estimated Accuracy
 PY0797;SPC WY W     -   539,060.      754,810.      MT  (+/- 180 meters Scaled)
 PY0797
 PY0797                          SUPERSEDED SURVEY CONTROL
 PY0797
 PY0797  NGVD 29 (08/20/92) 2517.525  (m)         8259.58   (f) ADJUSTED    1 2
 PY0797
 PY0797.Superseded values are not recommended for survey control.
 PY0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0797.See file dsdata.txt to determine how the superseded data were derived.
 PY0797
 PY0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ277220(NAD 83)
 PY0797_MARKER: DB = BENCH MARK DISK
 PY0797_SETTING: 66 = SET IN ROCK OUTCROP
 PY0797_SP_SET: BEDROCK
 PY0797_STAMPING: R 367 1987
 PY0797_MARK LOGO: NGS   
 PY0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0797+STABILITY: POSITION/ELEVATION WELL
 PY0797
 PY0797  HISTORY     - Date     Condition        Report By
 PY0797  HISTORY     - 1987     MONUMENTED       NGS
 PY0797
 PY0797                          STATION DESCRIPTION
 PY0797
 PY0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0797'8.5 KM (5.30 MI) NW FROM WEST THUMB.
 PY0797'1.8 KM (1.10 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0797'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0797'THUMB, THENCE 6.7 KM (4.15 MI) NORTHWESTERLY ALONG A DIRT ROAD, NEAR
 PY0797'THE CENTER OF A 2 BY 6 FOOT AREA OF OUTCROPPING BEDROCK AT THE EAST
 PY0797'EDGE OF AN ABANDONED GRAVEL PIT, 38.0 M (124.7 FT) SOUTHEAST OF THE
 PY0797'INTERSECTION OF DRY CREEK AND A DRAINAGE FROM THE SOUTH, AND 28.0 M
 PY0797'(91.9 FT) SOUTH OF THE EXTENDED CENTER OF THE OLD ROAD.
 PY0797'THE MARK IS 3.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0927 ***********************************************************************
 PY0927  DESIGNATION -  R 368
 PY0927  PID         -  PY0927
 PY0927  STATE/COUNTY-  WY/TETON
 PY0927  USGS QUAD   -  MARY LAKE (1986)
 PY0927
 PY0927                         *CURRENT SURVEY CONTROL
 PY0927  ___________________________________________________________________
 PY0927* NAD 83(1986)-  44 35 30.     (N)    110 44 53.     (W)     SCALED    
 PY0927* NAVD 88     -      2219.372  (meters)    7281.39   (feet)  ADJUSTED  
 PY0927  ___________________________________________________________________
 PY0927  GEOID HEIGHT-          -8.83  (meters)                     GEOID03
 PY0927  DYNAMIC HT  -        2217.982 (meters)    7276.83  (feet)  COMP
 PY0927  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 PY0927
 PY0927  VERT ORDER  -  FIRST     CLASS II
 PY0927
 PY0927.The horizontal coordinates were scaled from a topographic map and have
 PY0927.an estimated accuracy of +/- 6 seconds.
 PY0927
 PY0927.The orthometric height was determined by differential leveling
 PY0927.and adjusted by the National Geodetic Survey in June 1991..
 PY0927
 PY0927.The geoid height was determined by GEOID03.
 PY0927
 PY0927.The dynamic height is computed by dividing the NAVD 88
 PY0927.geopotential number by the normal gravity value computed on the
 PY0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0927.degrees latitude (g = 980.6199 gals.).
 PY0927
 PY0927.The modeled gravity was interpolated from observed gravity values.
 PY0927
 PY0927;                    North         East    Units  Estimated Accuracy
 PY0927;SPC WY W     -   554,710.      747,220.      MT  (+/- 180 meters Scaled)
 PY0927
 PY0927                          SUPERSEDED SURVEY CONTROL
 PY0927
 PY0927  NGVD 29 (08/20/92) 2218.037  (m)         7277.01   (f) ADJUSTED    1 2
 PY0927
 PY0927.Superseded values are not recommended for survey control.
 PY0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0927.See file dsdata.txt to determine how the superseded data were derived.
 PY0927
 PY0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ199376(NAD 83)
 PY0927_MARKER: DB = BENCH MARK DISK
 PY0927_SETTING: 66 = SET IN ROCK OUTCROP
 PY0927_SP_SET: BEDROCK
 PY0927_STAMPING: R 368 1987
 PY0927_MARK LOGO: NGS   
 PY0927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0927+STABILITY: POSITION/ELEVATION WELL
 PY0927
 PY0927  HISTORY     - Date     Condition        Report By
 PY0927  HISTORY     - 1987     MONUMENTED       NGS
 PY0927
 PY0927                          STATION DESCRIPTION
 PY0927
 PY0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0927'16.9 KM (10.50 MI) SE FROM MADISON JUNCTION.
 PY0927'10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD FROM MADISON
 PY0927'JUNCTION,THENCE 3.5 KM (2.15 MI) EASTERLY ALONG A SERVICE ROAD AND
 PY0927'MARY MOUNTAIN TRAIL TO A FOOT BRIDGE ACROSS NEZ PERCE CREEK, THENCE
 PY0927'3.2 KM (2.00 MI) EASTERLY ALONG MARY MOUNTAIN TRAIL, CEMENTED IN A
 PY0927'DRILL HOLE IN THE TOP OF A 1.5 X 2.5 FOOT EXPOSED AREA OF A ROCK
 PY0927'OUTCROP ALONG THE SOUTH SLOPE OF A WOODED RIDGE AND PROJECTS 1 FOOT,
 PY0927'30.0 M (98.4 FT) NORTH OF THE TRAIL, AND 12.0 M (39.4 FT) NORTH OF
 PY0927'THE BASE OF THE RIDGE.
 PY0927'THE MARK IS 9.0 M ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0302 ***********************************************************************
 PW0302  DESIGNATION -  R 37
 PW0302  PID         -  PW0302
 PW0302  STATE/COUNTY-  WY/JOHNSON
 PW0302  USGS QUAD   -  POWDER RIVER PASS (1993)
 PW0302
 PW0302                         *CURRENT SURVEY CONTROL
 PW0302  ___________________________________________________________________
 PW0302* NAD 83(1986)-  44 09 01.     (N)    107 04 47.     (W)     SCALED    
 PW0302* NAVD 88     -      2945.143  (meters)    9662.52   (feet)  ADJUSTED  
 PW0302  ___________________________________________________________________
 PW0302  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 PW0302  DYNAMIC HT  -        2943.302 (meters)    9656.48  (feet)  COMP
 PW0302  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 PW0302
 PW0302  VERT ORDER  -  FIRST     CLASS II
 PW0302
 PW0302.The horizontal coordinates were scaled from a topographic map and have
 PW0302.an estimated accuracy of +/- 6 seconds.
 PW0302
 PW0302.The orthometric height was determined by differential leveling
 PW0302.and adjusted by the National Geodetic Survey in June 1991..
 PW0302
 PW0302.The geoid height was determined by GEOID03.
 PW0302
 PW0302.The dynamic height is computed by dividing the NAVD 88
 PW0302.geopotential number by the normal gravity value computed on the
 PW0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0302.degrees latitude (g = 980.6199 gals.).
 PW0302
 PW0302.The modeled gravity was interpolated from observed gravity values.
 PW0302
 PW0302;                    North         East    Units  Estimated Accuracy
 PW0302;SPC WYEC     -   505,480.      420,290.      MT  (+/- 180 meters Scaled)
 PW0302
 PW0302                          SUPERSEDED SURVEY CONTROL
 PW0302
 PW0302  NGVD 29 (??/??/92) 2944.167  (m)         9659.32   (f) ADJ UNCH    1 2
 PW0302
 PW0302.Superseded values are not recommended for survey control.
 PW0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0302.See file dsdata.txt to determine how the superseded data were derived.
 PW0302
 PW0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ336906(NAD 83)
 PW0302_MARKER: DB = BENCH MARK DISK
 PW0302_SETTING: 80 = SET IN A BOULDER
 PW0302_STAMPING: R 37 1934
 PW0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0302+STABILITY: SURFACE MOTION
 PW0302
 PW0302  HISTORY     - Date     Condition        Report By
 PW0302  HISTORY     - 1934     MONUMENTED       CGS
 PW0302  HISTORY     - 1969     MARK NOT FOUND   USGS
 PW0302
 PW0302                          STATION DESCRIPTION
 PW0302
 PW0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0302'28.5 MI NE FROM TEN SLEEP.
 PW0302'IN JOHNSON COUNTY, 28.5 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN
 PW0302'SLEEP, WASHAKIE COUNTY, 2.1 MILES NORTHEAST OF THE WASHAKIE-JOHNSON
 PW0302'COUNTY LINE, AT POWDER RIVER PASS, 150 FEET SOUTH OF THE SOUTH FACE OF
 PW0302'A ROCK CLIFF, 85.5 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AT
 PW0302'THE HIGHEST POINT OF A VERTICAL CURVE, 59.5 FEET NORTHWEST OF THE
 PW0302'NORTHWEST SIDE OF THE MOUND OF STONES SUPPORTING THE SIGN POWDER RIVER
 PW0302'PASS, ELEV. 9666, 39.4 FEET NORTHEAST OF THE NORTHEAST END POST OF A
 PW0302'SNOW FENCE, AND IN THE TOP OF A GRANITE BOULDER IN A ROCK SEMI-CIRCLE.
 PW0302'A STANDARD DISK, STAMPED R 37 1934.
 PW0302
 PW0302                          STATION RECOVERY (1969)
 PW0302
 PW0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PW0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0636 ***********************************************************************
 PV0636  DESIGNATION -  R 370
 PV0636  PID         -  PV0636
 PV0636  STATE/COUNTY-  WY/CROOK
 PV0636  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0636
 PV0636                         *CURRENT SURVEY CONTROL
 PV0636  ___________________________________________________________________
 PV0636* NAD 83(1986)-  44 23 30.     (N)    104 23 00.     (W)     SCALED    
 PV0636* NAVD 88     -      1467.649  (meters)    4815.11   (feet)  ADJUSTED  
 PV0636  ___________________________________________________________________
 PV0636  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 PV0636  DYNAMIC HT  -        1467.051 (meters)    4813.15  (feet)  COMP
 PV0636  MODELED GRAV-     980,158.6   (mgal)                       NAVD 88
 PV0636
 PV0636  VERT ORDER  -  FIRST     CLASS II
 PV0636
 PV0636.The horizontal coordinates were scaled from a topographic map and have
 PV0636.an estimated accuracy of +/- 6 seconds.
 PV0636
 PV0636.The orthometric height was determined by differential leveling
 PV0636.and adjusted by the National Geodetic Survey in September 1993..
 PV0636
 PV0636.The geoid height was determined by GEOID03.
 PV0636
 PV0636.The dynamic height is computed by dividing the NAVD 88
 PV0636.geopotential number by the normal gravity value computed on the
 PV0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0636.degrees latitude (g = 980.6199 gals.).
 PV0636
 PV0636.The modeled gravity was interpolated from observed gravity values.
 PV0636
 PV0636;                    North         East    Units  Estimated Accuracy
 PV0636;SPC WY E     -   432,570.      262,410.      MT  (+/- 180 meters Scaled)
 PV0636
 PV0636                          SUPERSEDED SURVEY CONTROL
 PV0636
 PV0636.No superseded survey control is available for this station.
 PV0636
 PV0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK491155(NAD 83)
 PV0636_MARKER: DV = VERTICAL CONTROL DISK
 PV0636_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0636_SP_SET: PIER
 PV0636_STAMPING: R 370 1991
 PV0636_MARK LOGO: NGS   
 PV0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0636+STABILITY: POSITION/ELEVATION WELL
 PV0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0636+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0636
 PV0636  HISTORY     - Date     Condition        Report By
 PV0636  HISTORY     - 1991     MONUMENTED       NGS
 PV0636
 PV0636                          STATION DESCRIPTION
 PV0636
 PV0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0636'IN SUNDANCE, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND
 PV0636'CLEVELAND STREET, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST
 PV0636'SOUTHWESTERLY CONCRETE COLUMN OF THE MOST EASTERLY PIER OF THE
 PV0636'EASTBOUND HIGHWAY OVERPASS OF THE STREET, 8.6 M (28.2 FT) SOUTH OF
 PV0636'THE CENTERLINE OF THE STREET, 8.4 M (27.6 FT) SOUTHWEST OF THE CENTER
 PV0636'OF THE EASTBOUND LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE
 PV0636'LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0090 ***********************************************************************
 PW0090  DESIGNATION -  R 38
 PW0090  PID         -  PW0090
 PW0090  STATE/COUNTY-  WY/JOHNSON
 PW0090  USGS QUAD   -  BUFFALO NE (1970)
 PW0090
 PW0090                         *CURRENT SURVEY CONTROL
 PW0090  ___________________________________________________________________
 PW0090* NAD 83(1986)-  44 24 37.     (N)    106 36 32.     (W)     SCALED    
 PW0090* NAVD 88     -      1330.475  (meters)    4365.07   (feet)  ADJUSTED  
 PW0090  ___________________________________________________________________
 PW0090  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 PW0090  DYNAMIC HT  -        1329.886 (meters)    4363.13  (feet)  COMP
 PW0090  MODELED GRAV-     980,129.2   (mgal)                       NAVD 88
 PW0090
 PW0090  VERT ORDER  -  FIRST     CLASS II
 PW0090
 PW0090.The horizontal coordinates were scaled from a topographic map and have
 PW0090.an estimated accuracy of +/- 6 seconds.
 PW0090
 PW0090.The orthometric height was determined by differential leveling
 PW0090.and adjusted by the National Geodetic Survey in June 1991..
 PW0090
 PW0090.The geoid height was determined by GEOID03.
 PW0090
 PW0090.The dynamic height is computed by dividing the NAVD 88
 PW0090.geopotential number by the normal gravity value computed on the
 PW0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0090.degrees latitude (g = 980.6199 gals.).
 PW0090
 PW0090.The modeled gravity was interpolated from observed gravity values.
 PW0090
 PW0090;                    North         East    Units  Estimated Accuracy
 PW0090;SPC WYEC     -   534,590.      457,700.      MT  (+/- 180 meters Scaled)
 PW0090
 PW0090                          SUPERSEDED SURVEY CONTROL
 PW0090
 PW0090  NGVD 29 (??/??/92) 1329.700  (m)         4362.52   (f) ADJ UNCH    1 2
 PW0090
 PW0090.Superseded values are not recommended for survey control.
 PW0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0090.See file dsdata.txt to determine how the superseded data were derived.
 PW0090
 PW0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK719187(NAD 83)
 PW0090_MARKER: DB = BENCH MARK DISK
 PW0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0090_STAMPING: R 38 1934
 PW0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0090+STABILITY: SURFACE MOTION
 PW0090
 PW0090  HISTORY     - Date     Condition        Report By
 PW0090  HISTORY     - 1934     MONUMENTED       CGS
 PW0090  HISTORY     - 1943     MARK NOT FOUND   NGS
 PW0090  HISTORY     - 1970     MARK NOT FOUND   USGS
 PW0090
 PW0090                          STATION DESCRIPTION
 PW0090
 PW0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PW0090'6.8 MI NE FROM BUFFALO.
 PW0090'6.8 MILES NORTHEAST ALONG THE WYOMING RAILWAY FROM BUFFALO, JOHNSON
 PW0090'COUNTY, 555 FEET NORTH OF MILEPOST 22, 1.6 MILES NORTH OF THE BRIDGE
 PW0090'OVER CLEAR CREEK, 0.3 MILE NORTH OF A SWITCH STAND, BETWEEN THE
 PW0090'RAILWAY AND U.S. HIGHWAY 16, 130 FEET EAST OF THE EAST RAIL, AND 58.3
 PW0090'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PW0090'R 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0090
 PW0090                          STATION RECOVERY (1970)
 PW0090
 PW0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PW0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0110 ***********************************************************************
 PW0110  DESIGNATION -  R 39
 PW0110  PID         -  PW0110
 PW0110  STATE/COUNTY-  WY/JOHNSON
 PW0110  USGS QUAD   -  PURDY RESERVOIR (1970)
 PW0110
 PW0110                         *CURRENT SURVEY CONTROL
 PW0110  ___________________________________________________________________
 PW0110* NAD 83(1986)-  44 00 34.     (N)    106 41 40.     (W)     SCALED    
 PW0110* NAVD 88     -      1451.763  (meters)    4762.99   (feet)  ADJUSTED  
 PW0110  ___________________________________________________________________
 PW0110  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 PW0110  DYNAMIC HT  -        1451.035 (meters)    4760.60  (feet)  COMP
 PW0110  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 PW0110
 PW0110  VERT ORDER  -  SECOND    CLASS 0
 PW0110
 PW0110.The horizontal coordinates were scaled from a topographic map and have
 PW0110.an estimated accuracy of +/- 6 seconds.
 PW0110
 PW0110.The orthometric height was determined by differential leveling
 PW0110.and adjusted by the National Geodetic Survey in June 1991..
 PW0110
 PW0110.The geoid height was determined by GEOID03.
 PW0110
 PW0110.The dynamic height is computed by dividing the NAVD 88
 PW0110.geopotential number by the normal gravity value computed on the
 PW0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0110.degrees latitude (g = 980.6199 gals.).
 PW0110
 PW0110.The modeled gravity was interpolated from observed gravity values.
 PW0110
 PW0110;                    North         East    Units  Estimated Accuracy
 PW0110;SPC WYEC     -   490,000.      451,230.      MT  (+/- 180 meters Scaled)
 PW0110
 PW0110                          SUPERSEDED SURVEY CONTROL
 PW0110
 PW0110  NGVD 29 (??/??/92) 1450.933  (m)         4760.27   (f) ADJ UNCH    2 0
 PW0110
 PW0110.Superseded values are not recommended for survey control.
 PW0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0110.See file dsdata.txt to determine how the superseded data were derived.
 PW0110
 PW0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ641743(NAD 83)
 PW0110_MARKER: DB = BENCH MARK DISK
 PW0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0110_STAMPING: R 39 1934
 PW0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0110+STABILITY: SURFACE MOTION
 PW0110
 PW0110  HISTORY     - Date     Condition        Report By
 PW0110  HISTORY     - 1934     MONUMENTED       CGS
 PW0110  HISTORY     - 1958     GOOD             NGS
 PW0110  HISTORY     - 1970     POOR             USGS
 PW0110
 PW0110                          STATION DESCRIPTION
 PW0110
 PW0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 PW0110'21.9 MI N FROM KAYCEE.
 PW0110'21.9 MILES NORTH ALONG U. S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY,
 PW0110'3.1 MILES SOUTH OF THE ENTRANCE TO HESSES RANCH, 0.3 MILE NORTH OF A
 PW0110'DIRT-ROAD CROSSING, 48.4 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PW0110'AND 1.4 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED R 39 1934 AND
 PW0110'SET IN THE TOP OF A CONCRETE POST.
 PW0110
 PW0110                          STATION RECOVERY (1970)
 PW0110
 PW0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PW0110'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0036 ***********************************************************************
 OV0036  DESIGNATION -  R 40
 OV0036  PID         -  OV0036
 OV0036  STATE/COUNTY-  WY/NATRONA
 OV0036  USGS QUAD   -  GOVERNMENT CREEK (1978)
 OV0036
 OV0036                         *CURRENT SURVEY CONTROL
 OV0036  ___________________________________________________________________
 OV0036* NAD 83(1986)-  43 26 24.     (N)    106 23 11.     (W)     SCALED    
 OV0036* NAVD 88     -      1546.512  (meters)    5073.85   (feet)  ADJUSTED  
 OV0036  ___________________________________________________________________
 OV0036  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 OV0036  DYNAMIC HT  -        1545.673 (meters)    5071.10  (feet)  COMP
 OV0036  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 OV0036
 OV0036  VERT ORDER  -  SECOND    CLASS 0
 OV0036
 OV0036.The horizontal coordinates were scaled from a topographic map and have
 OV0036.an estimated accuracy of +/- 6 seconds.
 OV0036
 OV0036.The orthometric height was determined by differential leveling
 OV0036.and adjusted by the National Geodetic Survey in June 1991..
 OV0036
 OV0036.The geoid height was determined by GEOID03.
 OV0036
 OV0036.The dynamic height is computed by dividing the NAVD 88
 OV0036.geopotential number by the normal gravity value computed on the
 OV0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0036.degrees latitude (g = 980.6199 gals.).
 OV0036
 OV0036.The modeled gravity was interpolated from observed gravity values.
 OV0036
 OV0036;                    North         East    Units  Estimated Accuracy
 OV0036;SPC WYEC     -   426,970.      476,660.      MT  (+/- 180 meters Scaled)
 OV0036
 OV0036                          SUPERSEDED SURVEY CONTROL
 OV0036
 OV0036  NGVD 29 (??/??/92) 1545.705  (m)         5071.20   (f) ADJ UNCH    2 0
 OV0036
 OV0036.Superseded values are not recommended for survey control.
 OV0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0036.See file dsdata.txt to determine how the superseded data were derived.
 OV0036
 OV0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ878106(NAD 83)
 OV0036_MARKER: DB = BENCH MARK DISK
 OV0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0036_STAMPING: R-40 - 1934
 OV0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0036+STABILITY: SURFACE MOTION
 OV0036
 OV0036  HISTORY     - Date     Condition        Report By
 OV0036  HISTORY     - 1934     MONUMENTED       CGS
 OV0036  HISTORY     - 1968     GOOD             USGS
 OV0036
 OV0036                          STATION DESCRIPTION
 OV0036
 OV0036'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0036'7.8 MI NW FROM MIDWEST.
 OV0036'FROM THE JUNCTION OF U.S. 87 AND WYOMING 387 AT MIDWEST, PROCEED
 OV0036'NORTHWEST ALONG U.S. 87 FOR 3.4 MILES TO A Y-JUNCTION, THENCE LEFT
 OV0036'ALONG THE OLD HIGHWAY 4.5 MILES, PASSING BY JUNCTIONS WITH SHEPPERSON
 OV0036'ROAD AND SMOKY GAP ROAD TO BM ON RIGHT 68 FT EAST OF ROAD, 19FT SOUTH
 OV0036'OF A FAINT TRACK ROAD.  A STANDARD TABLET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0204 ***********************************************************************
 OX0204  DESIGNATION -  R 41
 OX0204  PID         -  OX0204
 OX0204  STATE/COUNTY-  WY/TETON
 OX0204  USGS QUAD   -  COLTER BAY (1968)
 OX0204
 OX0204                         *CURRENT SURVEY CONTROL
 OX0204  ___________________________________________________________________
 OX0204* NAD 83(1986)-  43 54 56.     (N)    110 37 35.     (W)     SCALED    
 OX0204* NAVD 88     -      2099.413  (meters)    6887.82   (feet)  ADJUSTED  
 OX0204  ___________________________________________________________________
 OX0204  GEOID HEIGHT-          -8.83  (meters)                     GEOID03
 OX0204  DYNAMIC HT  -        2098.000 (meters)    6883.19  (feet)  COMP
 OX0204  MODELED GRAV-     979,871.0   (mgal)                       NAVD 88
 OX0204
 OX0204  VERT ORDER  -  SECOND    CLASS 0
 OX0204
 OX0204.The horizontal coordinates were scaled from a topographic map and have
 OX0204.an estimated accuracy of +/- 6 seconds.
 OX0204
 OX0204.The orthometric height was determined by differential leveling
 OX0204.and adjusted by the National Geodetic Survey in June 1991..
 OX0204
 OX0204.The geoid height was determined by GEOID03.
 OX0204
 OX0204.The dynamic height is computed by dividing the NAVD 88
 OX0204.geopotential number by the normal gravity value computed on the
 OX0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0204.degrees latitude (g = 980.6199 gals.).
 OX0204
 OX0204.The modeled gravity was interpolated from observed gravity values.
 OX0204
 OX0204;                    North         East    Units  Estimated Accuracy
 OX0204;SPC WY W     -   479,510.      756,390.      MT  (+/- 180 meters Scaled)
 OX0204
 OX0204                          SUPERSEDED SURVEY CONTROL
 OX0204
 OX0204  NGVD 29 (??/??/92) 2098.092  (m)         6883.49   (f) ADJ UNCH    2 0
 OX0204
 OX0204.Superseded values are not recommended for survey control.
 OX0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0204.See file dsdata.txt to determine how the superseded data were derived.
 OX0204
 OX0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP299625(NAD 83)
 OX0204_MARKER: DB = BENCH MARK DISK
 OX0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0204_STAMPING: R 41 1934
 OX0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0204+STABILITY: SURFACE MOTION
 OX0204
 OX0204  HISTORY     - Date     Condition        Report By
 OX0204  HISTORY     - 1934     MONUMENTED       CGS
 OX0204  HISTORY     - 1968     GOOD             USGS
 OX0204
 OX0204                          STATION DESCRIPTION
 OX0204
 OX0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0204'5.4 MI N FROM MORAN.
 OX0204'5.4 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, TETON
 OX0204'COUNTY, 4.1 MILES NORTH OF THE JUNCTION WITH U.S. HIGHWAY 187, 1.1
 OX0204'MILES SOUTH OF THE LEEK CAMP, AND 30.0 FEET WEST OF THE CENTER LINE OF
 OX0204'THE HIGHWAY.  A STANDARD DISK, STAMPED R 41 1934 AND SET IN THE TOP OF
 OX0204'A CONCRETE POST.
 OX0204
 OX0204                          STATION RECOVERY (1968)
 OX0204
 OX0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0137 ***********************************************************************
 OW0137  DESIGNATION -  R 42
 OW0137  PID         -  OW0137
 OW0137  STATE/COUNTY-  WY/FREMONT
 OW0137  USGS QUAD   -  KISINGER LAKES (1991)
 OW0137
 OW0137                         *CURRENT SURVEY CONTROL
 OW0137  ___________________________________________________________________
 OW0137* NAD 83(1986)-  43 43 33.     (N)    109 58 49.     (W)     SCALED    
 OW0137* NAVD 88     -      2653.200  (meters)    8704.71   (feet)  ADJUSTED  
 OW0137  ___________________________________________________________________
 OW0137  GEOID HEIGHT-          -7.74  (meters)                     GEOID03
 OW0137  DYNAMIC HT  -        2651.154 (meters)    8697.99  (feet)  COMP
 OW0137  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 OW0137
 OW0137  VERT ORDER  -  SECOND    CLASS 0
 OW0137
 OW0137.The horizontal coordinates were scaled from a topographic map and have
 OW0137.an estimated accuracy of +/- 6 seconds.
 OW0137
 OW0137.The orthometric height was determined by differential leveling
 OW0137.and adjusted by the National Geodetic Survey in June 1991..
 OW0137
 OW0137.The geoid height was determined by GEOID03.
 OW0137
 OW0137.The dynamic height is computed by dividing the NAVD 88
 OW0137.geopotential number by the normal gravity value computed on the
 OW0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0137.degrees latitude (g = 980.6199 gals.).
 OW0137
 OW0137.The modeled gravity was interpolated from observed gravity values.
 OW0137
 OW0137;                    North         East    Units  Estimated Accuracy
 OW0137;SPC WYWC     -   359,020.      500,880.      MT  (+/- 180 meters Scaled)
 OW0137
 OW0137                          SUPERSEDED SURVEY CONTROL
 OW0137
 OW0137  NGVD 29 (??/??/92) 2651.801  (m)         8700.12   (f) ADJ UNCH    2 0
 OW0137
 OW0137.Superseded values are not recommended for survey control.
 OW0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0137.See file dsdata.txt to determine how the superseded data were derived.
 OW0137
 OW0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP821419(NAD 83)
 OW0137_MARKER: DB = BENCH MARK DISK
 OW0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0137_STAMPING: R 42 1934
 OW0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0137+STABILITY: SURFACE MOTION
 OW0137
 OW0137  HISTORY     - Date     Condition        Report By
 OW0137  HISTORY     - 1934     MONUMENTED       CGS
 OW0137  HISTORY     - 1954     GOOD             NGS
 OW0137
 OW0137                          STATION DESCRIPTION
 OW0137
 OW0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0137'44.2 MI E FROM MORAN.
 OW0137'IN FREMONT COUNTY, ABOUT 44.2 MILES EAST ALONG U.S. HIGHWAY 287 FROM
 OW0137'THE DAM AT MORAN, TETON COUNTY, ABOUT 25.4 MILES WEST OF DUBOIS,
 OW0137'FREMONT COUNTY, ABOUT 7.9 MILES EAST OF THE TWO-GWO-TEE PASS, ABOUT
 OW0137'3.0 MILES EAST OF THE ENTRANCE TO THE DIAMOND G RANCH, ABOUT 1.5 MILES
 OW0137'WEST OF THE PINNACLE CAMP GROUND, ABOUT 0.5 MILE EAST OF A CURVED
 OW0137'BRIDGE, 8.0 FEET NORTH OF A 13-INCH BLAZED PINE TREE PAINTED B.M.,
 OW0137'30.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1.5 FEET
 OW0137'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED R 42 1934 AND SET
 OW0137'IN THE TOP OF A CONCRETE POST.
 OW0137
 OW0137                          STATION RECOVERY (1954)
 OW0137
 OW0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 OW0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0109 ***********************************************************************
 NS0109  DESIGNATION -  R 43
 NS0109  PID         -  NS0109
 NS0109  STATE/COUNTY-  WY/SUBLETTE
 NS0109  USGS QUAD   -  BULL DRAW (1969)
 NS0109
 NS0109                         *CURRENT SURVEY CONTROL
 NS0109  ___________________________________________________________________
 NS0109* NAD 83(1986)-  42 27 19.     (N)    109 34 28.     (W)     SCALED    
 NS0109* NAVD 88     -      2163.520  (meters)    7098.15   (feet)  ADJUSTED  
 NS0109  ___________________________________________________________________
 NS0109  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 NS0109  DYNAMIC HT  -        2161.693 (meters)    7092.15  (feet)  COMP
 NS0109  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 NS0109
 NS0109  VERT ORDER  -  FIRST     CLASS II
 NS0109
 NS0109.The horizontal coordinates were scaled from a topographic map and have
 NS0109.an estimated accuracy of +/- 6 seconds.
 NS0109
 NS0109.The orthometric height was determined by differential leveling
 NS0109.and adjusted by the National Geodetic Survey in June 1991..
 NS0109
 NS0109.The geoid height was determined by GEOID03.
 NS0109
 NS0109.The dynamic height is computed by dividing the NAVD 88
 NS0109.geopotential number by the normal gravity value computed on the
 NS0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0109.degrees latitude (g = 980.6199 gals.).
 NS0109
 NS0109.The modeled gravity was interpolated from observed gravity values.
 NS0109
 NS0109;                    North         East    Units  Estimated Accuracy
 NS0109;SPC WY W     -   317,270.      841,860.      MT  (+/- 180 meters Scaled)
 NS0109
 NS0109                          SUPERSEDED SURVEY CONTROL
 NS0109
 NS0109  NGVD 29 (??/??/92) 2162.134  (m)         7093.60   (f) ADJ UNCH    1 2
 NS0109
 NS0109.Superseded values are not recommended for survey control.
 NS0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0109.See file dsdata.txt to determine how the superseded data were derived.
 NS0109
 NS0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN172013(NAD 83)
 NS0109_MARKER: DB = BENCH MARK DISK
 NS0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0109_STAMPING: R 43 1934
 NS0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0109+STABILITY: SURFACE MOTION
 NS0109
 NS0109  HISTORY     - Date     Condition        Report By
 NS0109  HISTORY     - 1934     MONUMENTED       CGS
 NS0109  HISTORY     - 1969     GOOD             USGS
 NS0109
 NS0109                          STATION DESCRIPTION
 NS0109
 NS0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0109'25.3 MI NW FROM FARSON.
 NS0109'HOTEL FARSON, 25.3 MILES NORTHWEST OF, ALONG US HWY. 187 TO JCT. OF
 NS0109'NORTHEASTERLY-SOUTHWESTERLY DIRT ROAD, PROCEED 0.2 MILES SOUTHWESTERLY
 NS0109'ALONG DIRT ROAD TO JCT. OF OLD US HWY. 187.  THENCE 1.2 MILES SOUTH
 NS0109'ALONG OLD HWY. AND 30 FT. EAST OF THE CENTERLINE OF HWY.  BRASS CAP ON
 NS0109'TOP OF CONCRETE POST.  IN NW.  SEC. 26.  T29N.  R107W, STAMPED R 43
 NS0109'1934.
 NS0109
 NS0109                          STATION RECOVERY (1969)
 NS0109
 NS0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NS0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0004 ***********************************************************************
 NT0004  DESIGNATION -  R 44
 NT0004  PID         -  NT0004
 NT0004  STATE/COUNTY-  WY/SUBLETTE
 NT0004  USGS QUAD   -  DANIEL JUNCTION (1970)
 NT0004
 NT0004                         *CURRENT SURVEY CONTROL
 NT0004  ___________________________________________________________________
 NT0004* NAD 83(1986)-  42 53 24.     (N)    110 03 48.     (W)     SCALED    
 NT0004* NAVD 88     -      2201.543  (meters)    7222.90   (feet)  ADJUSTED  
 NT0004  ___________________________________________________________________
 NT0004  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 NT0004  DYNAMIC HT  -        2199.771 (meters)    7217.08  (feet)  COMP
 NT0004  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 NT0004
 NT0004  VERT ORDER  -  FIRST     CLASS II
 NT0004
 NT0004.The horizontal coordinates were scaled from a topographic map and have
 NT0004.an estimated accuracy of +/- 6 seconds.
 NT0004
 NT0004.The orthometric height was determined by differential leveling
 NT0004.and adjusted by the National Geodetic Survey in June 1991..
 NT0004
 NT0004.The geoid height was determined by GEOID03.
 NT0004
 NT0004.The dynamic height is computed by dividing the NAVD 88
 NT0004.geopotential number by the normal gravity value computed on the
 NT0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0004.degrees latitude (g = 980.6199 gals.).
 NT0004
 NT0004.The modeled gravity was interpolated from observed gravity values.
 NT0004
 NT0004;                    North         East    Units  Estimated Accuracy
 NT0004;SPC WY W     -   365,440.      801,630.      MT  (+/- 180 meters Scaled)
 NT0004
 NT0004                          SUPERSEDED SURVEY CONTROL
 NT0004
 NT0004  NGVD 29 (??/??/92) 2200.122  (m)         7218.23   (f) ADJ UNCH    1 2
 NT0004
 NT0004.Superseded values are not recommended for survey control.
 NT0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0004.See file dsdata.txt to determine how the superseded data were derived.
 NT0004
 NT0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN764490(NAD 83)
 NT0004_MARKER: DB = BENCH MARK DISK
 NT0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0004_SP_SET: CULVERT
 NT0004_STAMPING: R 44 1934
 NT0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0004
 NT0004  HISTORY     - Date     Condition        Report By
 NT0004  HISTORY     - 1934     MONUMENTED       CGS
 NT0004  HISTORY     - 1970     MARK NOT FOUND   USGS
 NT0004
 NT0004                          STATION DESCRIPTION
 NT0004
 NT0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0004'10.4 MI NW FROM PINEDALE.
 NT0004'ABOUT 10.4 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 NT0004'AT PINEDALE, SUBLETTE COUNTY, ABOUT 0.45 MILE SOUTHEAST OF THE
 NT0004'JUNCTION WITH STATE HIGHWAY 287, AT A CONCRETE CULVERT, IN THE TOP OF
 NT0004'THE NORTH HEAD WALL, 20.0 FEET NORTH OF THE CENTER LINE OF THE
 NT0004'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED R
 NT0004'44 1934.
 NT0004
 NT0004                          STATION RECOVERY (1970)
 NT0004
 NT0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NT0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0098 ***********************************************************************
 OX0098  FBN         -  This is a Federal Base Network Control Station.
 OX0098  DESIGNATION -  R 46
 OX0098  PID         -  OX0098
 OX0098  STATE/COUNTY-  WY/TETON
 OX0098  USGS QUAD   -  JACKSON (1996)
 OX0098
 OX0098                         *CURRENT SURVEY CONTROL
 OX0098  ___________________________________________________________________
 OX0098* NAD 83(1993)-  43 29 54.24072(N)    110 51 03.15519(W)     ADJUSTED  
 OX0098* NAVD 88     -      1877.074  (meters)    6158.37   (feet)  ADJUSTED  
 OX0098  ___________________________________________________________________
 OX0098  X           -  -1,649,899.020 (meters)                     COMP
 OX0098  Y           -  -4,331,798.870 (meters)                     COMP
 OX0098  Z           -   4,369,118.216 (meters)                     COMP
 OX0098  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 OX0098  ELLIP HEIGHT-        1867.38  (meters)          (02/28/01) GPS OBS
 OX0098  GEOID HEIGHT-          -9.71  (meters)                     GEOID03
 OX0098  DYNAMIC HT  -        1875.851 (meters)    6154.35  (feet)  COMP
 OX0098  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 OX0098
 OX0098  HORZ ORDER  -  B
 OX0098  VERT ORDER  -  FIRST     CLASS II
 OX0098  ELLP ORDER  -  SECOND    CLASS I
 OX0098
 OX0098.The horizontal coordinates were established by GPS observations
 OX0098.and adjusted by the National Geodetic Survey in October 1994..
 OX0098
 OX0098.The orthometric height was determined by differential leveling
 OX0098.and adjusted by the National Geodetic Survey in June 1991..
 OX0098.WARNING-GPS observations at this control monument resulted in a GPS
 OX0098.derived orthometric height which differed from the leveled height by
 OX0098.more than one decimeter (0.1 meter).
 OX0098
 OX0098.Photographs are available for this station.
 OX0098
 OX0098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OX0098
 OX0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0098
 OX0098.The ellipsoidal height was determined by GPS observations
 OX0098.and is referenced to NAD 83.
 OX0098
 OX0098.The geoid height was determined by GEOID03.
 OX0098
 OX0098.The dynamic height is computed by dividing the NAVD 88
 OX0098.geopotential number by the normal gravity value computed on the
 OX0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0098.degrees latitude (g = 980.6199 gals.).
 OX0098
 OX0098.The modeled gravity was interpolated from observed gravity values.
 OX0098
 OX0098;                    North         East     Units Scale Factor Converg.
 OX0098;SPC WY W     -   433,307.583   737,925.803   MT  0.99998488   -0 31 42.0
 OX0098;UTM  12      - 4,816,174.510   512,056.113   MT  0.99960179   +0 06 09.5
 OX0098
 OX0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0098!SPC WY W     -   0.99970725  x   0.99998488  =   0.99969214
 OX0098!UTM  12      -   0.99970725  x   0.99960179  =   0.99930916
 OX0098
 OX0098                          SUPERSEDED SURVEY CONTROL
 OX0098
 OX0098  ELLIP H (10/19/94) 1867.44   (m)                       GP(       ) 4 1
 OX0098  NAVD 88 (02/28/01) 1877.07   (m)         6158.4    (f) LEVELING    3  
 OX0098  NGVD 29 (??/??/92) 1875.806  (m)         6154.21   (f) ADJ UNCH    1 2
 OX0098
 OX0098.Superseded values are not recommended for survey control.
 OX0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0098.See file dsdata.txt to determine how the superseded data were derived.
 OX0098
 OX0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1205616175(NAD 83)
 OX0098_MARKER: DB = BENCH MARK DISK
 OX0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0098_STAMPING: R 46 1934
 OX0098_MARK LOGO: CGS   
 OX0098_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0098+STABILITY: SURFACE MOTION
 OX0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0098+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 OX0098
 OX0098  HISTORY     - Date     Condition        Report By
 OX0098  HISTORY     - 1934     MONUMENTED       CGS
 OX0098  HISTORY     - 19930720 GOOD             NGS
 OX0098  HISTORY     - 19990712 GOOD             NGS
 OX0098  HISTORY     - 20010717 GOOD             NGS
 OX0098
 OX0098                          STATION DESCRIPTION
 OX0098
 OX0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0098'6.0 MI W FROM JACKSON.
 OX0098'6.0 MILES WEST ALONG STATE HIGHWAY 22 FROM JACKSON, TETON COUNTY,
 OX0098'ABOUT 0.9 MILE EAST OF WILSON, ABOUT 0.6 MILE WEST OF THE WEST END OF
 OX0098'THE BRIDGE OVER SNAKE RIVER, AT THE FIRST CURVE FROM WILSON TO
 OX0098'JACKSON, 39.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 1.6
 OX0098'FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED R 46 1934 AND SET IN
 OX0098'THE TOP OF A CONCRETE POST.  NOTE-- 39.0 FEET NORTH OF THE CENTER LINE
 OX0098'OF THE ABANDONED HIGHWAY, AND 1.6 FEET SOUTH OF AN ABANDONED FENCE AND
 OX0098'IS NORTHERLY OF Y FORMED BY NEW HIGHWAY AND OLD HIGHWAY ROUTES.
 OX0098
 OX0098                          STATION RECOVERY (1993)
 OX0098
 OX0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 OX0098'STATION IS LOCATED ABOUT 7 KM (4.35 MI) WEST OF JACKSON, 2 KM (1.25
 OX0098'MI) EAST OF WILSON, ALONG STATE HIGHWAY 22, ON THE RIGHT-OF-WAY, AT
 OX0098'JUNCTION OF OLD ROAD LEADING NORTHEAST, IN A LARGE AREA THAT WAS AN
 OX0098'APPARENT GRAVEL STORAGE SITE, IN KNEE-HIGH WEEDS. OWNERSHIP--STATE
 OX0098'HIGHWAY DEPARTMENT. TO REACH FROM THE JUNCTION OF US HIGHWAYS 26, 89,
 OX0098'191 AND STATE HIGHWAY 22 IN THE SOUTH PART OF JACKSON, GO WEST ON
 OX0098'HIGHWAY 22 FOR 6.55 KM (4.05 MI) TO ITS JUNCTION WITH STATE HIGHWAY
 OX0098'390 ON THE RIGHT. CONTINUE AHEAD FOR 0.42 KM (0.25 MI) TO THE STATION
 OX0098'ON THE RIGHT. THE STATION IS 0.80 KM (0.50 MI) WEST OF THE WEST END OF
 OX0098'THE HIGHWAY 22 CONCRETE BRIDGE OVER THE SNAKE RIVER. STATION MARK IS A
 OX0098'DISK SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST PROJECTING 2 CM
 OX0098'ABOVE GROUND (MARK IS PROBABLY BROKEN ABOUT 18 INCHES BELOW THE GROUND
 OX0098'SURFACE).  IT IS 21.3 M (69.9 FT) NORTH OF, AND 0.5 M (1.6 FT) LOWER
 OX0098'THAN THE HIGHWAY CENTER, 17.5 M (57.4 FT) NORTHWEST OF THE OLD ROAD
 OX0098'CENTER, 23 M (75.5 FT) EAST OF THE EXTENDED CENTER OF GREEN STREET
 OX0098'LEADING SOUTH, 8.4 M (27.6 FT) SOUTH OF A FENCE, 0.5 M (1.6 FT) EAST
 OX0098'OF A FIBERGLASS WITNESS POST, AND 0.2 M (0.7 FT) WEST OF A METAL
 OX0098'WITNESS POST. DESCRIBED BY G.R.HEID
 OX0098
 OX0098                          STATION RECOVERY (1999)
 OX0098
 OX0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OX0098'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 OX0098'CONDITION AND AS PREVIOUSLY DESCRIBED.  NOTE THE 1993 DESCRIPTION
 OX0098'STATES THE MARK IS PROBABLY BROKEN ABOUT 18 INCHES BELOW THE GROUND
 OX0098'SURFACE.  THE STATION WAS INSPECTED AND IS IN STABLE CONDITION, A
 OX0098'DRAIN SPADE WAS INSERTED TO THE DEPTH OF ITS BLADE ABOUT 14 INCHES
 OX0098'ALONG THE CONCRETE POST AND NO MOVEMENT WAS DETECTED.
 OX0098
 OX0098                          STATION RECOVERY (2001)
 OX0098
 OX0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 OX0098'RECOVERED AS DESCRIBED.
 OX0098' 
 OX0098'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0126 ***********************************************************************
 OW0126  DESIGNATION -  R 47
 OW0126  PID         -  OW0126
 OW0126  STATE/COUNTY-  WY/FREMONT
 OW0126  USGS QUAD   -  CROWHEART (1993)
 OW0126
 OW0126                         *CURRENT SURVEY CONTROL
 OW0126  ___________________________________________________________________
 OW0126* NAD 83(1986)-  43 18 04.     (N)    109 12 45.     (W)     SCALED    
 OW0126* NAVD 88     -      1891.415  (meters)    6205.42   (feet)  ADJUSTED  
 OW0126  ___________________________________________________________________
 OW0126  GEOID HEIGHT-          -9.64  (meters)                     GEOID03
 OW0126  DYNAMIC HT  -        1890.167 (meters)    6201.32  (feet)  COMP
 OW0126  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 OW0126
 OW0126  VERT ORDER  -  SECOND    CLASS 0
 OW0126
 OW0126.The horizontal coordinates were scaled from a topographic map and have
 OW0126.an estimated accuracy of +/- 6 seconds.
 OW0126
 OW0126.The orthometric height was determined by differential leveling
 OW0126.and adjusted by the National Geodetic Survey in June 1991..
 OW0126
 OW0126.The geoid height was determined by GEOID03.
 OW0126
 OW0126.The dynamic height is computed by dividing the NAVD 88
 OW0126.geopotential number by the normal gravity value computed on the
 OW0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0126.degrees latitude (g = 980.6199 gals.).
 OW0126
 OW0126.The modeled gravity was interpolated from observed gravity values.
 OW0126
 OW0126;                    North         East    Units  Estimated Accuracy
 OW0126;SPC WYWC     -   311,210.      562,470.      MT  (+/- 180 meters Scaled)
 OW0126
 OW0126                          SUPERSEDED SURVEY CONTROL
 OW0126
 OW0126  NGVD 29 (??/??/92) 1890.344  (m)         6201.90   (f) ADJ UNCH    2 0
 OW0126
 OW0126.Superseded values are not recommended for survey control.
 OW0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0126.See file dsdata.txt to determine how the superseded data were derived.
 OW0126
 OW0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN449958(NAD 83)
 OW0126_MARKER: DB = BENCH MARK DISK
 OW0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0126_STAMPING: R 47 1934
 OW0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0126+STABILITY: SURFACE MOTION
 OW0126
 OW0126  HISTORY     - Date     Condition        Report By
 OW0126  HISTORY     - 1934     MONUMENTED       CGS
 OW0126  HISTORY     - 1950     GOOD             NGS
 OW0126
 OW0126                          STATION DESCRIPTION
 OW0126
 OW0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0126'32.5 MI E FROM DUBOIS.
 OW0126'ABOUT 32.5 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0126'DUBOIS, FREMONT COUNTY, ABOUT 1.2 MILES WEST OF THE BRIDGE OVER MEADOW
 OW0126'CREEK, 33.7 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6.4 FEET
 OW0126'NORTH OF AN IRRIGATION DITCH, 2.2 FEET NORTH OF A FENCE LINE, AND
 OW0126'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED R 47 1934 AND
 OW0126'SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK IS ON THE OLD
 OW0126'HIGHWAY.
 OW0126
 OW0126                          STATION RECOVERY (1950)
 OW0126
 OW0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 OW0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0082 ***********************************************************************
 OW0082  DESIGNATION -  R 48
 OW0082  PID         -  OW0082
 OW0082  STATE/COUNTY-  WY/FREMONT
 OW0082  USGS QUAD   -  RIVERTON WEST (1978)
 OW0082
 OW0082                         *CURRENT SURVEY CONTROL
 OW0082  ___________________________________________________________________
 OW0082* NAD 83(1986)-  43 04 10.     (N)    108 28 27.     (W)     SCALED    
 OW0082* NAVD 88     -      1685.679  (meters)    5530.43   (feet)  ADJUSTED  
 OW0082  ___________________________________________________________________
 OW0082  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 OW0082  DYNAMIC HT  -        1684.525 (meters)    5526.65  (feet)  COMP
 OW0082  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 OW0082
 OW0082  VERT ORDER  -  SECOND    CLASS 0
 OW0082
 OW0082.This mark is at Riverton Regional Airport (RIW)
 OW0082
 OW0082.The horizontal coordinates were scaled from a topographic map and have
 OW0082.an estimated accuracy of +/- 6 seconds.
 OW0082
 OW0082.The orthometric height was determined by differential leveling
 OW0082.and adjusted by the National Geodetic Survey in June 1991..
 OW0082
 OW0082.The geoid height was determined by GEOID03.
 OW0082
 OW0082.The dynamic height is computed by dividing the NAVD 88
 OW0082.geopotential number by the normal gravity value computed on the
 OW0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0082.degrees latitude (g = 980.6199 gals.).
 OW0082
 OW0082.The modeled gravity was interpolated from observed gravity values.
 OW0082
 OW0082;                    North         East    Units  Estimated Accuracy
 OW0082;SPC WYWC     -   285,410.      622,470.      MT  (+/- 180 meters Scaled)
 OW0082
 OW0082                          SUPERSEDED SURVEY CONTROL
 OW0082
 OW0082  NGVD 29 (??/??/92) 1684.644  (m)         5527.04   (f) ADJ UNCH    2 0
 OW0082
 OW0082.Superseded values are not recommended for survey control.
 OW0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0082.See file dsdata.txt to determine how the superseded data were derived.
 OW0082
 OW0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN056716(NAD 83)
 OW0082_MARKER: DB = BENCH MARK DISK
 OW0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0082_STAMPING: R 48 1934
 OW0082_MARK LOGO: CGS   
 OW0082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OW0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0082+STABILITY: SURFACE MOTION
 OW0082
 OW0082  HISTORY     - Date     Condition        Report By
 OW0082  HISTORY     - 1934     MONUMENTED       CGS
 OW0082  HISTORY     - 1964     GOOD             NGS
 OW0082  HISTORY     - 1973     GOOD             NGS
 OW0082  HISTORY     - 1979     GOOD             NGS
 OW0082  HISTORY     - 19900706 GOOD             NGS
 OW0082
 OW0082                          STATION DESCRIPTION
 OW0082
 OW0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OW0082'5.8 MI W FROM RIVERTON.
 OW0082'ABOUT 77.2 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0082'DUBOIS, FREMONT COUNTY, ABOUT 5.8 MILES WEST OF RIVERTON, ABOUT 0.2
 OW0082'MILE WEST OF THE ROAD LEADING TO PARADISE VALLEY, 78.5 FEET NORTH OF
 OW0082'THE CENTER LINE OF THE HIGHWAY, 2.5 FEET NORTH OF A ROW OF POLES, AND
 OW0082'ABOUT 2.0 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED R 48
 OW0082'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- FROM THE TETON
 OW0082'HOTEL ON US 26 IN RIVERTON GO WEST ON US HIGHWAY 26 FOR 5.75 MILES TO
 OW0082'THE MARK ON THE RIGHT.
 OW0082
 OW0082                          STATION RECOVERY (1973)
 OW0082
 OW0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 OW0082'RECOVERED IN GOOD CONDITION.
 OW0082
 OW0082                          STATION RECOVERY (1979)
 OW0082
 OW0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OW0082'THE MARK IS NOW LOCATED WITHIN THE BOUNDARY OF THE RIVERTON REGIONAL
 OW0082'AIRPORT NEAR THE RUNWAY END 10. THE MARK IS 568 FEET WEST OF THE
 OW0082'CENTERLINE END OF RUNWAY 10 NEAR THE OLD ROAD BED OF THE OLD U.S.
 OW0082'HIGHWAY 26. THE MARK IS 99.2 FEET NORTHWEST OF A SMALL POST MARKED
 OW0082'NO. 51, AND 10.3 FEET SOUTHWEST OF A METAL WITNESS POST, AND 2.5 FEET
 OW0082'NORTHEAST OF THE LINE OF SMALL POSTS. A STANDARD BENCH MARK DISK
 OW0082'STAMPED R 48 1934 SET IN THE TOP OF A SMALL CONCRETE POST THAT
 OW0082'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 OW0082
 OW0082                          STATION RECOVERY (1990)
 OW0082
 OW0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OW0082'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF THE RIVERTON
 OW0082'REGIONAL AIRPORT NEAR RUNWAY END 10.  THE STATION IS 568 FEET (173.1
 OW0082'M) WEST OF THE RUNWAY END, 99.2 FEET (30.2 M) NORTHWEST OF A POST
 OW0082'MARKED NO.  51, 10.3 FEET (3.1 M) SOUTHWEST OF A METAL WITNESS POST.
 OW0082'THE STATION IS A STANDARD BENCH MARK DISK, STAMPED R 48 1934 AND SET
 OW0082'IN THE TOP OF A 9 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 OW0082'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0047 ***********************************************************************
 OW0047  DESIGNATION -  R 49
 OW0047  PID         -  OW0047
 OW0047  STATE/COUNTY-  WY/HOT SPRINGS
 OW0047  USGS QUAD   -  BLUE MESA WEST (1985)
 OW0047
 OW0047                         *CURRENT SURVEY CONTROL
 OW0047  ___________________________________________________________________
 OW0047* NAD 83(1986)-  43 54 09.     (N)    108 29 04.     (W)     SCALED    
 OW0047* NAVD 88     -      1563.783  (meters)    5130.51   (feet)  ADJUSTED  
 OW0047  ___________________________________________________________________
 OW0047  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 OW0047  DYNAMIC HT  -        1562.921 (meters)    5127.68  (feet)  COMP
 OW0047  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 OW0047
 OW0047  VERT ORDER  -  SECOND    CLASS 0
 OW0047
 OW0047.The horizontal coordinates were scaled from a topographic map and have
 OW0047.an estimated accuracy of +/- 6 seconds.
 OW0047
 OW0047.The orthometric height was determined by differential leveling
 OW0047.and adjusted by the National Geodetic Survey in June 1991..
 OW0047
 OW0047.The geoid height was determined by GEOID03.
 OW0047
 OW0047.The dynamic height is computed by dividing the NAVD 88
 OW0047.geopotential number by the normal gravity value computed on the
 OW0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0047.degrees latitude (g = 980.6199 gals.).
 OW0047
 OW0047.The modeled gravity was interpolated from observed gravity values.
 OW0047
 OW0047;                    North         East    Units  Estimated Accuracy
 OW0047;SPC WYWC     -   377,950.      621,330.      MT  (+/- 180 meters Scaled)
 OW0047
 OW0047                          SUPERSEDED SURVEY CONTROL
 OW0047
 OW0047  NGVD 29 (??/??/92) 1562.822  (m)         5127.36   (f) ADJ UNCH    2 0
 OW0047
 OW0047.Superseded values are not recommended for survey control.
 OW0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0047.See file dsdata.txt to determine how the superseded data were derived.
 OW0047
 OW0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP020641(NAD 83)
 OW0047_MARKER: DB = BENCH MARK DISK
 OW0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0047_SP_SET: CONCRETE POST
 OW0047_STAMPING: R 49 1934
 OW0047_MARK LOGO: CGS   
 OW0047_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0047+STABILITY: SURFACE MOTION
 OW0047
 OW0047  HISTORY     - Date     Condition        Report By
 OW0047  HISTORY     - 1934     MONUMENTED       CGS
 OW0047  HISTORY     - 1979     GOOD             USGS
 OW0047  HISTORY     - 19840420 GOOD             WYDT
 OW0047
 OW0047                          STATION DESCRIPTION
 OW0047
 OW0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0047'36.8 MI NW FROM THERMOPOLIS.
 OW0047'ABOUT 36.8 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0047'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 10.1 MILES SOUTHEAST
 OW0047'OF THE POST OFFICE AT GRASS CREEK, ABOUT 1.8 MILES NORTHWEST OF A ROAD
 OW0047'JUNCTION, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING
 OW0047'SOUTHEAST, AND 50 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY. A
 OW0047'STANDARD DISK, STAMPED R 49 1934 AND SET IN THE TOP OF A CONCRETE
 OW0047'POST.
 OW0047
 OW0047                          STATION RECOVERY (1979)
 OW0047
 OW0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0047'26.8 MILES NW ALONG WYOMING HWY. 120 FROM POST OFFICE AT THERMOPOLIS,
 OW0047'HOT SPRINGS COUNTY, 1.8 MILES NW OF ROAD NE LEADING TO GOLDEN EAGLE
 OW0047'OIL AND GAS FIELD, 0.7 MILE SE OF WYOMING HWY. JUNCTION 120 AND 171,
 OW0047'ABOUT 350 FEET NE OF CENTER LINE OF HWY. 120, 117 FEET NW ALONG OLD
 OW0047'HWY. SCAR FROM SLIGHT BEND IN SCAR AND 43 FEET NE NORMAL TO OLD HWY.
 OW0047'SCAR. A STANDARD DISK STAMPED R 49 1934 AND SET IN THE TOP OF A
 OW0047'CONCRETE POST.
 OW0047
 OW0047                          STATION RECOVERY (1984)
 OW0047
 OW0047'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1984
 OW0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0031 ***********************************************************************
 NT0031  DESIGNATION -  R 50
 NT0031  PID         -  NT0031
 NT0031  STATE/COUNTY-  WY/SUBLETTE
 NT0031  USGS QUAD   -  MILLESON DRAW (1969)
 NT0031
 NT0031                         *CURRENT SURVEY CONTROL
 NT0031  ___________________________________________________________________
 NT0031* NAD 83(1986)-  42 25 29.     (N)    110 06 39.     (W)     SCALED    
 NT0031* NAVD 88     -      2049.008  (meters)    6722.45   (feet)  ADJUSTED  
 NT0031  ___________________________________________________________________
 NT0031  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 NT0031  DYNAMIC HT  -        2047.339 (meters)    6716.98  (feet)  COMP
 NT0031  MODELED GRAV-     979,734.4   (mgal)                       NAVD 88
 NT0031
 NT0031  VERT ORDER  -  SECOND    CLASS 0
 NT0031
 NT0031.The horizontal coordinates were scaled from a topographic map and have
 NT0031.an estimated accuracy of +/- 6 seconds.
 NT0031
 NT0031.The orthometric height was determined by differential leveling
 NT0031.and adjusted by the National Geodetic Survey in June 1991..
 NT0031
 NT0031.The geoid height was determined by GEOID03.
 NT0031
 NT0031.The dynamic height is computed by dividing the NAVD 88
 NT0031.geopotential number by the normal gravity value computed on the
 NT0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0031.degrees latitude (g = 980.6199 gals.).
 NT0031
 NT0031.The modeled gravity was interpolated from observed gravity values.
 NT0031
 NT0031;                    North         East    Units  Estimated Accuracy
 NT0031;SPC WY W     -   313,750.      797,740.      MT  (+/- 180 meters Scaled)
 NT0031
 NT0031                          SUPERSEDED SURVEY CONTROL
 NT0031
 NT0031  NGVD 29 (??/??/92) 2047.64   (m)         6718.0    (f) COMPUTED    2 0
 NT0031
 NT0031.Superseded values are not recommended for survey control.
 NT0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0031.See file dsdata.txt to determine how the superseded data were derived.
 NT0031
 NT0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM731973(NAD 83)
 NT0031_MARKER: DB = BENCH MARK DISK
 NT0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0031_SP_SET: ABUTMENT
 NT0031_STAMPING: R 50 1934
 NT0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0031
 NT0031  HISTORY     - Date     Condition        Report By
 NT0031  HISTORY     - 1934     MONUMENTED       CGS
 NT0031
 NT0031                          STATION DESCRIPTION
 NT0031
 NT0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0031'8.3 MI S FROM BIG PINEY.
 NT0031'8.3 MILES SOUTH, BY HIGHWAY, OF POST OFFICE.  ALONG WYOMING STATE
 NT0031'HIGHWAY 287, IN NORTH END OF WEST ABUTMENT OF STEEL SPAN BRIDGE OVER
 NT0031'DRY RUN.  16 FEET NORTH OF CENTERLINE OF HIGHWAY, AND 1.5 FEET NORTH
 NT0031'OF NORTH EDGE OF STEEL TRUSS.  MARK SET HORIZONTALLY IN DRILL HOLE AT
 NT0031'ABOUT ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0690 ***********************************************************************
 NT0690  DESIGNATION -  R 50 RESET
 NT0690  PID         -  NT0690
 NT0690  STATE/COUNTY-  WY/SUBLETTE
 NT0690  USGS QUAD   -  MILLESON DRAW (1969)
 NT0690
 NT0690                         *CURRENT SURVEY CONTROL
 NT0690  ___________________________________________________________________
 NT0690* NAD 83(1986)-  42 25 29.     (N)    110 06 39.     (W)     SCALED    
 NT0690* NAVD 88     -      2049.33   (+/-2cm)    6723.5    (feet)  VERTCON   
 NT0690  ___________________________________________________________________
 NT0690  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 NT0690
 NT0690  VERT ORDER  -  THIRD (See Below)
 NT0690
 NT0690.The horizontal coordinates were scaled from a topographic map and have
 NT0690.an estimated accuracy of +/- 6 seconds.
 NT0690
 NT0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0690.The vertical order pertains to the NGVD 29 superseded value.
 NT0690
 NT0690.The geoid height was determined by GEOID03.
 NT0690
 NT0690;                    North         East    Units  Estimated Accuracy
 NT0690;SPC WY W     -   313,750.      797,740.      MT  (+/- 180 meters Scaled)
 NT0690
 NT0690                          SUPERSEDED SURVEY CONTROL
 NT0690
 NT0690  NGVD 29 (03/28/06) 2047.96   (m)         6719.0    (f) RESET       3  
 NT0690
 NT0690.Superseded values are not recommended for survey control.
 NT0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0690.See file dsdata.txt to determine how the superseded data were derived.
 NT0690
 NT0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM731973(NAD 83)
 NT0690_MARKER: DV = VERTICAL CONTROL DISK
 NT0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0690_SP_SET: CONCRETE POST
 NT0690_STAMPING: R 50 RESET 1988
 NT0690_MARK LOGO: NGS   
 NT0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0690+STABILITY: SURFACE MOTION
 NT0690
 NT0690  HISTORY     - Date     Condition        Report By
 NT0690  HISTORY     - 1988     MONUMENTED       WYDT
 NT0690
 NT0690                          STATION DESCRIPTION
 NT0690
 NT0690'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1988
 NT0690'8.5 MILES (13.7 KM) SOUTH ALONG US HIGHWAY 189 FROM BIG PINEY ON A
 NT0690'FLAT BENCH NEAR A GATE ON THE WEST SIDE OF THE HIGHWAY, 200 FEET
 NT0690'(61.0 M) SOUTH OF DRY BASIN DRAW, AND 102 FEET (31.1 M) WEST OF
 NT0690'HIGHWAY CENTERLINE, SET HORIZONTALLY IN A 6 INCH BY 6 INCH REINFORCED
 NT0690'CONCRETE POST 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0048 ***********************************************************************
 MR0048  DESIGNATION -  R 52
 MR0048  PID         -  MR0048
 MR0048  STATE/COUNTY-  WY/LINCOLN
 MR0048  USGS QUAD   -  CHURCH BUTTE NW (1969)
 MR0048
 MR0048                         *CURRENT SURVEY CONTROL
 MR0048  ___________________________________________________________________
 MR0048* NAD 83(1986)-  41 43 48.     (N)    110 08 24.     (W)     SCALED    
 MR0048* NAVD 88     -      1974.966  (meters)    6479.53   (feet)  ADJUSTED  
 MR0048  ___________________________________________________________________
 MR0048  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 MR0048  DYNAMIC HT  -        1973.265 (meters)    6473.95  (feet)  COMP
 MR0048  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 MR0048
 MR0048  VERT ORDER  -  SECOND    CLASS 0
 MR0048
 MR0048.The horizontal coordinates were scaled from a topographic map and have
 MR0048.an estimated accuracy of +/- 6 seconds.
 MR0048
 MR0048.The orthometric height was determined by differential leveling
 MR0048.and adjusted by the National Geodetic Survey in June 1991..
 MR0048
 MR0048.The geoid height was determined by GEOID03.
 MR0048
 MR0048.The dynamic height is computed by dividing the NAVD 88
 MR0048.geopotential number by the normal gravity value computed on the
 MR0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0048.degrees latitude (g = 980.6199 gals.).
 MR0048
 MR0048.The modeled gravity was interpolated from observed gravity values.
 MR0048
 MR0048;                    North         East    Units  Estimated Accuracy
 MR0048;SPC WY W     -   236,590.      795,290.      MT  (+/- 180 meters Scaled)
 MR0048
 MR0048                          SUPERSEDED SURVEY CONTROL
 MR0048
 MR0048  NGVD 29 (??/??/92) 1973.612  (m)         6475.09   (f) ADJ UNCH    2 0
 MR0048
 MR0048.Superseded values are not recommended for survey control.
 MR0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0048.See file dsdata.txt to determine how the superseded data were derived.
 MR0048
 MR0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM715201(NAD 83)
 MR0048_MARKER: DB = BENCH MARK DISK
 MR0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0048_SP_SET: CULVERT
 MR0048_STAMPING: R 52 1934
 MR0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0048
 MR0048  HISTORY     - Date     Condition        Report By
 MR0048  HISTORY     - 1934     MONUMENTED       CGS
 MR0048
 MR0048                          STATION DESCRIPTION
 MR0048
 MR0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0048'10.8 MI SE FROM OPAL.
 MR0048'ABOUT 10.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM OPAL,
 MR0048'LINCOLN COUNTY, ABOUT 0.9 MILE NORTHWEST OF THE STATION AT HASSETT,
 MR0048'ABOUT 1,715 FEET SOUTHEAST OF MILEPOST 14, AT CONCRETE CULVERT 13.66,
 MR0048'IN THE TOP OF THE NORTHEAST HEAD WALL, 9.4 FEET NORTHEAST OF THE NORTH
 MR0048'RAIL, AND ABOUT 1.5 FEET LOWER THAN THE TRACK. A STANDARD DISK,
 MR0048'STAMPED R 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0122 ***********************************************************************
 OU0122  DESIGNATION -  R 53
 OU0122  PID         -  OU0122
 OU0122  STATE/COUNTY-  WY/NIOBRARA
 OU0122  USGS QUAD   -  COYOTE GAP (1981)
 OU0122
 OU0122                         *CURRENT SURVEY CONTROL
 OU0122  ___________________________________________________________________
 OU0122* NAD 83(1986)-  43 05 26.     (N)    104 21 59.     (W)     SCALED    
 OU0122* NAVD 88     -      1260.448  (meters)    4135.32   (feet)  ADJUSTED  
 OU0122  ___________________________________________________________________
 OU0122  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 OU0122  DYNAMIC HT  -        1259.826 (meters)    4133.28  (feet)  COMP
 OU0122  MODELED GRAV-     980,082.6   (mgal)                       NAVD 88
 OU0122
 OU0122  VERT ORDER  -  SECOND    CLASS 0
 OU0122
 OU0122.The horizontal coordinates were scaled from a topographic map and have
 OU0122.an estimated accuracy of +/- 6 seconds.
 OU0122
 OU0122.The orthometric height was determined by differential leveling
 OU0122.and adjusted by the National Geodetic Survey in June 1991..
 OU0122
 OU0122.The geoid height was determined by GEOID03.
 OU0122
 OU0122.The dynamic height is computed by dividing the NAVD 88
 OU0122.geopotential number by the normal gravity value computed on the
 OU0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0122.degrees latitude (g = 980.6199 gals.).
 OU0122
 OU0122.The modeled gravity was interpolated from observed gravity values.
 OU0122
 OU0122;                    North         East    Units  Estimated Accuracy
 OU0122;SPC WY E     -   288,020.      265,160.      MT  (+/- 180 meters Scaled)
 OU0122
 OU0122                          SUPERSEDED SURVEY CONTROL
 OU0122
 OU0122  NGVD 29 (??/??/92) 1259.791  (m)         4133.16   (f) ADJ UNCH    2 0
 OU0122
 OU0122.Superseded values are not recommended for survey control.
 OU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0122.See file dsdata.txt to determine how the superseded data were derived.
 OU0122
 OU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH515710(NAD 83)
 OU0122_MARKER: DB = BENCH MARK DISK
 OU0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0122_STAMPING: R 53 1934
 OU0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0122+STABILITY: SURFACE MOTION
 OU0122
 OU0122  HISTORY     - Date     Condition        Report By
 OU0122  HISTORY     - 1934     MONUMENTED       CGS
 OU0122  HISTORY     - 1957     GOOD             NGS
 OU0122  HISTORY     - 1976     GOOD             USGS
 OU0122
 OU0122                          STATION DESCRIPTION
 OU0122
 OU0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0122'25.6 MI N FROM LUSK.
 OU0122'25.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE AT
 OU0122'LUSK, THENCE 0.1 MILE WEST ALONG A TRACK ROAD, THENCE 0.5 MILE
 OU0122'SOUTH ALONG OLD U.S. HIGHWAY 85, 0.2 MILE NORTH OF OLD WOMAN
 OU0122'CREEK, 175 FEET SOUTHEAST OF A POWER POLE, 206 FEET NORTHEAST
 OU0122'OF A LARGE ELM TREE, 53 FEET WEST OF THE CENTER LINE OF THE OLD
 OU0122'HIGHWAY, 1 FOOT NORTH OF A WITNESS POST, 0.2 MILE WEST OF A
 OU0122'SINCLAIR SERVICE STATION, SET IN THE TOP OF A CONCRETE POST
 OU0122'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 13,
 OU0122'TOWNSHIP 36 NORTH, RANGE 63 WEST.
 OU0122
 OU0122                          STATION RECOVERY (1976)
 OU0122
 OU0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0122'ABOUT 25.55 MILE NORTH ALONG HIGHWAY 18 & 85 FROM THE COURT HOUSE IN
 OU0122'LUSK. 1235FEET NORTH-NORTHEAST OF CENTERLINE OF BRIDGE OVER OLD WOMAN
 OU0122'CREEK, IN THE SOUTHEAST 1/4 OF SECTION 13, T 36 N, R 36 W, 210 FEET
 OU0122'NORTH-NORTHEAST OF EAST TREE OF TWO, 225 FEET WEST OF THE CENTERLINE
 OU0122'OF THE HIGHWAY, A STANDARD DISK SET IN A CONCRETE POST PROJECTING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0228 ***********************************************************************
 OU0228  DESIGNATION -  R 57
 OU0228  PID         -  OU0228
 OU0228  STATE/COUNTY-  WY/CONVERSE
 OU0228  USGS QUAD   -  DUGOUT CREEK NORTH (1984)
 OU0228
 OU0228                         *CURRENT SURVEY CONTROL
 OU0228  ___________________________________________________________________
 OU0228* NAD 83(1986)-  43 24 42.     (N)    105 22 17.     (W)     SCALED    
 OU0228* NAVD 88     -      1484.924  (meters)    4871.79   (feet)  ADJUSTED  
 OU0228  ___________________________________________________________________
 OU0228  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 OU0228  DYNAMIC HT  -        1484.086 (meters)    4869.04  (feet)  COMP
 OU0228  MODELED GRAV-     980,003.8   (mgal)                       NAVD 88
 OU0228
 OU0228  VERT ORDER  -  SECOND    CLASS 0
 OU0228
 OU0228.The horizontal coordinates were scaled from a topographic map and have
 OU0228.an estimated accuracy of +/- 6 seconds.
 OU0228
 OU0228.The orthometric height was determined by differential leveling
 OU0228.and adjusted by the National Geodetic Survey in June 1991..
 OU0228
 OU0228.The geoid height was determined by GEOID03.
 OU0228
 OU0228.The dynamic height is computed by dividing the NAVD 88
 OU0228.geopotential number by the normal gravity value computed on the
 OU0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0228.degrees latitude (g = 980.6199 gals.).
 OU0228
 OU0228.The modeled gravity was interpolated from observed gravity values.
 OU0228
 OU0228;                    North         East    Units  Estimated Accuracy
 OU0228;SPC WY E     -   323,410.      183,420.      MT  (+/- 180 meters Scaled)
 OU0228
 OU0228                          SUPERSEDED SURVEY CONTROL
 OU0228
 OU0228  NGVD 29 (??/??/92) 1484.104  (m)         4869.10   (f) ADJ UNCH    2 0
 OU0228
 OU0228.Superseded values are not recommended for survey control.
 OU0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0228.See file dsdata.txt to determine how the superseded data were derived.
 OU0228
 OU0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ699065(NAD 83)
 OU0228_MARKER: DB = BENCH MARK DISK
 OU0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0228_STAMPING: R 57 1934
 OU0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0228+STABILITY: SURFACE MOTION
 OU0228
 OU0228  HISTORY     - Date     Condition        Report By
 OU0228  HISTORY     - 1934     MONUMENTED       CGS
 OU0228  HISTORY     - 1959     GOOD             USGS
 OU0228  HISTORY     - 1978     GOOD             USGS
 OU0228
 OU0228                          STATION DESCRIPTION
 OU0228
 OU0228'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OU0228'13.6 MI NW FROM VERSE.
 OU0228'ABOUT 13.6 MI. NW ALONG STATE HWY. 59 FROM BILL, CONVERSE COUNTY,
 OU0228'THENCE 0.9 MI. E. ALONG GRADED RD., THENCE 0.8 MI. N. ALONG TRACK
 OU0228'RD., AT THE ABANDONED POST OFFICE OF VERSE, ABOUT 205 FT. W. OF
 OU0228'OLD BUILDING.  A STD. DISK STAMPED R 57 1934, AND SET IN TOP OF
 OU0228'A CONC. POST.
 OU0228
 OU0228                          STATION RECOVERY (1978)
 OU0228
 OU0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OU0228'13.6 MILES NW. ALONG STATE HWY. 59 FROM BILL. THENCE 0.9 MILE E.
 OU0228'ALONG GRADED ROAD, THENCE 1.0 MILE NNE. ALONG TRACK ROAD TO OLD SITE
 OU0228'OF VERSE. 136 FT. WEST AND 33 FT. S. OF A LONE TREE. (NO BLDGS.
 OU0228'REMAIN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0235 ***********************************************************************
 OU0235  DESIGNATION -  R 58
 OU0235  PID         -  OU0235
 OU0235  STATE/COUNTY-  WY/CONVERSE
 OU0235  USGS QUAD   -  BILL (1984)
 OU0235
 OU0235                         *CURRENT SURVEY CONTROL
 OU0235  ___________________________________________________________________
 OU0235* NAD 83(1986)-  43 08 46.     (N)    105 15 31.     (W)     SCALED    
 OU0235* NAVD 88     -      1461.431  (meters)    4794.71   (feet)  ADJUSTED  
 OU0235  ___________________________________________________________________
 OU0235  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 OU0235  DYNAMIC HT  -        1460.585 (meters)    4791.94  (feet)  COMP
 OU0235  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 OU0235
 OU0235  VERT ORDER  -  SECOND    CLASS 0
 OU0235
 OU0235.The horizontal coordinates were scaled from a topographic map and have
 OU0235.an estimated accuracy of +/- 6 seconds.
 OU0235
 OU0235.The orthometric height was determined by differential leveling
 OU0235.and adjusted by the National Geodetic Survey in June 1991..
 OU0235
 OU0235.The geoid height was determined by GEOID03.
 OU0235
 OU0235.The dynamic height is computed by dividing the NAVD 88
 OU0235.geopotential number by the normal gravity value computed on the
 OU0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0235.degrees latitude (g = 980.6199 gals.).
 OU0235
 OU0235.The modeled gravity was interpolated from observed gravity values.
 OU0235
 OU0235;                    North         East    Units  Estimated Accuracy
 OU0235;SPC WY E     -   293,890.      192,520.      MT  (+/- 180 meters Scaled)
 OU0235
 OU0235                          SUPERSEDED SURVEY CONTROL
 OU0235
 OU0235  NGVD 29 (??/??/92) 1460.611  (m)         4792.02   (f) ADJ UNCH    2 0
 OU0235
 OU0235.Superseded values are not recommended for survey control.
 OU0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0235.See file dsdata.txt to determine how the superseded data were derived.
 OU0235
 OU0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH789770(NAD 83)
 OU0235_MARKER: DB = BENCH MARK DISK
 OU0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0235_STAMPING: R-58 1934
 OU0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0235+STABILITY: SURFACE MOTION
 OU0235
 OU0235  HISTORY     - Date     Condition        Report By
 OU0235  HISTORY     - 1934     MONUMENTED       CGS
 OU0235  HISTORY     - 1959     MARK NOT FOUND   NGS
 OU0235
 OU0235                          STATION DESCRIPTION
 OU0235
 OU0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0235'29.4 MI N FROM DOUGLAS.
 OU0235'29.4 MILES NORTH ALONG STATE HIGHWAY 185 FROM DOUGLAS, CONVERSE
 OU0235'COUNTY, IN THE NORTHEAST QUARTER OF AN EAST-AND-WEST ROAD
 OU0235'INTERSECTION, 40 FEET NORTH OF THE ROAD, 29 FEET EAST OF THE
 OU0235'CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF A FENCE CORNER,
 OU0235'AND 4.0 FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED R 58
 OU0235'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OU0235
 OU0235                          STATION RECOVERY (1959)
 OU0235
 OU0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OU0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0132 ***********************************************************************
 PV0132  DESIGNATION -  R 61
 PV0132  PID         -  PV0132
 PV0132  STATE/COUNTY-  WY/CROOK
 PV0132  USGS QUAD   -  THE ROCKS (1984)
 PV0132
 PV0132                         *CURRENT SURVEY CONTROL
 PV0132  ___________________________________________________________________
 PV0132* NAD 83(1986)-  44 25 12.     (N)    104 35 50.     (W)     SCALED    
 PV0132* NAVD 88     -      1507.791  (meters)    4946.81   (feet)  ADJUSTED  
 PV0132  ___________________________________________________________________
 PV0132  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 PV0132  DYNAMIC HT  -        1507.216 (meters)    4944.92  (feet)  COMP
 PV0132  MODELED GRAV-     980,182.0   (mgal)                       NAVD 88
 PV0132
 PV0132  VERT ORDER  -  SECOND    CLASS 0
 PV0132
 PV0132.The horizontal coordinates were scaled from a topographic map and have
 PV0132.an estimated accuracy of +/- 6 seconds.
 PV0132
 PV0132.The orthometric height was determined by differential leveling
 PV0132.and adjusted by the National Geodetic Survey in June 1991..
 PV0132
 PV0132.The geoid height was determined by GEOID03.
 PV0132
 PV0132.The dynamic height is computed by dividing the NAVD 88
 PV0132.geopotential number by the normal gravity value computed on the
 PV0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0132.degrees latitude (g = 980.6199 gals.).
 PV0132
 PV0132.The modeled gravity was interpolated from observed gravity values.
 PV0132
 PV0132;                    North         East    Units  Estimated Accuracy
 PV0132;SPC WY E     -   435,570.      245,350.      MT  (+/- 180 meters Scaled)
 PV0132
 PV0132                          SUPERSEDED SURVEY CONTROL
 PV0132
 PV0132  NGVD 29 (??/??/92) 1507.172  (m)         4944.78   (f) ADJ UNCH    2 0
 PV0132
 PV0132.Superseded values are not recommended for survey control.
 PV0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0132.See file dsdata.txt to determine how the superseded data were derived.
 PV0132
 PV0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK320186(NAD 83)
 PV0132_MARKER: DB = BENCH MARK DISK
 PV0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0132_STAMPING: R 61 1934
 PV0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0132+STABILITY: SURFACE MOTION
 PV0132
 PV0132  HISTORY     - Date     Condition        Report By
 PV0132  HISTORY     - 1934     MONUMENTED       CGS
 PV0132
 PV0132                          STATION DESCRIPTION
 PV0132
 PV0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0132'12.9 MI W FROM SUNDANCE.
 PV0132'12.9 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE COUNTY COURTHOUSE
 PV0132'AT SUNDANCE, CROOK COUNTY, ABOUT 0.2 MILE SOUTHEAST OF THE TOP
 PV0132'OF A HILL, 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 PV0132'4 FEET EAST OF THE EAST END OF A GATE, AND 2 FEET SOUTH OF THE
 PV0132'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 61 1934 AND
 PV0132'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0081 ***********************************************************************
 PV0081  DESIGNATION -  R 62
 PV0081  PID         -  PV0081
 PV0081  STATE/COUNTY-  WY/WESTON
 PV0081  USGS QUAD   -  FOUR CORNERS (1984)
 PV0081
 PV0081                         *CURRENT SURVEY CONTROL
 PV0081  ___________________________________________________________________
 PV0081* NAD 83(1986)-  44 00 30.     (N)    104 10 27.     (W)     SCALED    
 PV0081* NAVD 88     -      1647.116  (meters)    5403.91   (feet)  ADJUSTED  
 PV0081  ___________________________________________________________________
 PV0081  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 PV0081  DYNAMIC HT  -        1646.350 (meters)    5401.40  (feet)  COMP
 PV0081  MODELED GRAV-     980,093.9   (mgal)                       NAVD 88
 PV0081
 PV0081  VERT ORDER  -  SECOND    CLASS 0
 PV0081
 PV0081.The horizontal coordinates were scaled from a topographic map and have
 PV0081.an estimated accuracy of +/- 6 seconds.
 PV0081
 PV0081.The orthometric height was determined by differential leveling
 PV0081.and adjusted by the National Geodetic Survey in June 1991..
 PV0081
 PV0081.The geoid height was determined by GEOID03.
 PV0081
 PV0081.The dynamic height is computed by dividing the NAVD 88
 PV0081.geopotential number by the normal gravity value computed on the
 PV0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0081.degrees latitude (g = 980.6199 gals.).
 PV0081
 PV0081.The modeled gravity was interpolated from observed gravity values.
 PV0081
 PV0081;                    North         East    Units  Estimated Accuracy
 PV0081;SPC WY E     -   390,150.      279,590.      MT  (+/- 180 meters Scaled)
 PV0081
 PV0081                          SUPERSEDED SURVEY CONTROL
 PV0081
 PV0081  NGVD 29 (??/??/92) 1646.433  (m)         5401.67   (f) ADJ UNCH    2 0
 PV0081
 PV0081.Superseded values are not recommended for survey control.
 PV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0081.See file dsdata.txt to determine how the superseded data were derived.
 PV0081
 PV0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ662731(NAD 83)
 PV0081_MARKER: DB = BENCH MARK DISK
 PV0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0081_STAMPING: R-62-1934
 PV0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0081+STABILITY: SURFACE MOTION
 PV0081
 PV0081  HISTORY     - Date     Condition        Report By
 PV0081  HISTORY     - 1934     MONUMENTED       CGS
 PV0081  HISTORY     - 1957     GOOD             NGS
 PV0081  HISTORY     - 1979     GOOD             USGS
 PV0081
 PV0081                          STATION DESCRIPTION
 PV0081
 PV0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0081'12.1 MI NE FROM NEWCASTLE.
 PV0081'12.1 MILES NORTHEAST ON HIGHWAY.  ALONG U.S. HIGHWAY NO. 85
 PV0081'BETWEEN LEAD, SOUTH DAKOTA AND NEWCASTLE, WYOMING, 48.6 FEET
 PV0081'SOUTH OF CENTERLINE OF U.S. HIGHWAY NO. 85, 112 FEET EAST OF
 PV0081'SMALL WOODEN BRIDGE OVER SHALLOW RAVINE ABOUT 1/2 MILE SOUTHEAST
 PV0081'OF PROMINENT PINACLE OF RED DIRT SURMOUNTED BY ROCK, 12.1 MILES
 PV0081'NORTHEAST OF NEWCASTLE WYO.  STANDARD DISK STAMPED R 62 1934.
 PV0081
 PV0081                          STATION RECOVERY (1957)
 PV0081
 PV0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PV0081'RECOVERED IN GOOD CONDITION.
 PV0081
 PV0081                          STATION RECOVERY (1979)
 PV0081
 PV0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PV0081'FROM FOUR CORNERS POST OFFICE GO SOUTH ON U.S. 85 FOR 4.1 MI. TO
 PV0081'GRADED ROAD WEST, THENCE WEST 0.4 MI. TO TRACK ROAD SOUTH, THENCE
 PV0081'SOUTH 0.3 MI. TO Y-JCT., CONTINUE SOUTH ON LEFT FORK 0.5 MI. TO WIRE
 PV0081'GATE WHICH IS SOMETIMES LOCKED, CONTINUE SOUTH 0.45 MI. TO BM ON
 PV0081'RIGHT 37 FT. W. OF RD. A STANDARD CAP IN CONCRETE POST PROJECTING 0.3
 PV0081'FT. ALTERNATE ROUTE-FOUR CORNERS 5.15 MI. S. OF ON U.S. 85 THENCE
 PV0081'PACK WEST ACROSS DEEP DRAIN 1000 FT. TO BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0112 ***********************************************************************
 NQ0112  DESIGNATION -  R 63
 NQ0112  PID         -  NQ0112
 NQ0112  STATE/COUNTY-  WY/PLATTE
 NQ0112  USGS QUAD   -  CASSA (1990)
 NQ0112
 NQ0112                         *CURRENT SURVEY CONTROL
 NQ0112  ___________________________________________________________________
 NQ0112* NAD 83(1986)-  42 23 34.     (N)    104 55 54.     (W)     SCALED    
 NQ0112* NAVD 88     -      1364.462  (meters)    4476.57   (feet)  ADJUSTED  
 NQ0112  ___________________________________________________________________
 NQ0112  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 NQ0112  DYNAMIC HT  -        1363.640 (meters)    4473.88  (feet)  COMP
 NQ0112  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 NQ0112
 NQ0112  VERT ORDER  -  FIRST     CLASS II
 NQ0112
 NQ0112.The horizontal coordinates were scaled from a topographic map and have
 NQ0112.an estimated accuracy of +/- 6 seconds.
 NQ0112
 NQ0112.The orthometric height was determined by differential leveling
 NQ0112.and adjusted by the National Geodetic Survey in June 1991..
 NQ0112
 NQ0112.The geoid height was determined by GEOID03.
 NQ0112
 NQ0112.The dynamic height is computed by dividing the NAVD 88
 NQ0112.geopotential number by the normal gravity value computed on the
 NQ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0112.degrees latitude (g = 980.6199 gals.).
 NQ0112
 NQ0112.The modeled gravity was interpolated from observed gravity values.
 NQ0112
 NQ0112;                    North         East    Units  Estimated Accuracy
 NQ0112;SPC WY E     -   210,230.      219,350.      MT  (+/- 180 meters Scaled)
 NQ0112
 NQ0112                          SUPERSEDED SURVEY CONTROL
 NQ0112
 NQ0112  NGVD 29 (??/??/92) 1363.690  (m)         4474.04   (f) ADJ UNCH    1 2
 NQ0112
 NQ0112.Superseded values are not recommended for survey control.
 NQ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0112.See file dsdata.txt to determine how the superseded data were derived.
 NQ0112
 NQ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG056933(NAD 83)
 NQ0112_MARKER: DB = BENCH MARK DISK
 NQ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0112_STAMPING: R 63 1934
 NQ0112_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0112+STABILITY: SURFACE MOTION
 NQ0112
 NQ0112  HISTORY     - Date     Condition        Report By
 NQ0112  HISTORY     - 1934     MONUMENTED       CGS
 NQ0112  HISTORY     - 1956     GOOD             NGS
 NQ0112  HISTORY     - 1985     GOOD             DMA
 NQ0112  HISTORY     - 20000607 GOOD             USGS
 NQ0112
 NQ0112                          STATION DESCRIPTION
 NQ0112
 NQ0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0112'10.4 MI SE FROM GLENDO.
 NQ0112'10.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0112'RAILROAD FROM THE STATION AT GLENDO, 70 FEET NORTH OF THE NORTH
 NQ0112'CORNER OF TRESTLE 109.67, 65 FEET NORTHEAST OF THE NORTHEAST
 NQ0112'RAIL, 13 FEET SOUTH OF A FENCE CORNER, 1.8 FEET WEST OF A FENCE,
 NQ0112'0.8 FOOT WEST OF A WITNESS POST, 9 FEET BELOW THE TOP OF THE
 NQ0112'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 NQ0112'ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 19, TOWNSHIP
 NQ0112'28 NORTH, RANGE 67 WEST.
 NQ0112
 NQ0112                          STATION RECOVERY (1985)
 NQ0112
 NQ0112'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0112'NEW DESC: 10.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON, AND
 NQ0112'QUINCY RAILROAD FROM THE STATION AT GLENDO, 19.8 M NORTHEAST OF THE
 NQ0112'NORTHEAST RAIL, 18.3 M NORTH OF THE NORTH CORNER OF A CONCRETE BOX
 NQ0112'CULVERT, 10.1 M SOUTHWEST OF A WOODEN FENCE CORNER, 13.6 M SOUTH OF A
 NQ0112'CONCRETE FENCE CORNER, 9 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 NQ0112'TOP OF A CONCRETE POST WHICH PROJECTS0.2 FT. ABOVE THE GROUND, IN THE
 NQ0112'NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 28 NORTH, RANGE 67 WEST.
 NQ0112
 NQ0112                          STATION RECOVERY (2000)
 NQ0112
 NQ0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0112'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0054 ***********************************************************************
 MP0054  DESIGNATION -  R 65
 MP0054  PID         -  MP0054
 MP0054  STATE/COUNTY-  WY/ALBANY
 MP0054  USGS QUAD   -  REX LAKE (1992)
 MP0054
 MP0054                         *CURRENT SURVEY CONTROL
 MP0054  ___________________________________________________________________
 MP0054* NAD 83(1993)-  41 17 51.49794(N)    106 04 04.17105(W)     ADJUSTED  
 MP0054* NAVD 88     -      2386.114  (meters)    7828.44   (feet)  ADJUSTED  
 MP0054  ___________________________________________________________________
 MP0054  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 MP0054  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 MP0054  DYNAMIC HT  -        2383.862 (meters)    7821.05  (feet)  COMP
 MP0054  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 MP0054
 MP0054  HORZ ORDER  -  THIRD
 MP0054  VERT ORDER  -  FIRST     CLASS II
 MP0054
 MP0054.The horizontal coordinates were established by classical geodetic methods
 MP0054.and adjusted by the National Geodetic Survey in January 1997..
 MP0054
 MP0054.The orthometric height was determined by differential leveling
 MP0054.and adjusted by the National Geodetic Survey in June 1991..
 MP0054.WARNING-Repeat measurements at this control monument indicate possible
 MP0054.vertical movement.
 MP0054
 MP0054.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0054
 MP0054.The geoid height was determined by GEOID03.
 MP0054
 MP0054.The dynamic height is computed by dividing the NAVD 88
 MP0054.geopotential number by the normal gravity value computed on the
 MP0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0054.degrees latitude (g = 980.6199 gals.).
 MP0054
 MP0054.The modeled gravity was interpolated from observed gravity values.
 MP0054
 MP0054;                    North         East     Units Scale Factor Converg.
 MP0054;SPC WY E     -    88,965.485   124,527.259   MT  1.00000758   -0 35 41.2
 MP0054;SPC WYEC     -   189,346.316   505,987.846   MT  1.00007570   +0 50 07.0
 MP0054;UTM  13      - 4,572,348.443   410,598.785   MT  0.99969836   -0 42 17.2
 MP0054
 MP0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0054!SPC WY E     -   0.99962758  x   1.00000758  =   0.99963516
 MP0054!SPC WYEC     -   0.99962758  x   1.00007570  =   0.99970325
 MP0054!UTM  13      -   0.99962758  x   0.99969836  =   0.99932605
 MP0054
 MP0054|---------------------------------------------------------------------|
 MP0054| PID    Reference Object                     Distance      Geod. Az  |
 MP0054|                                                           dddmmss.s |
 MP0054| MP0055 R 65 RM 2                            12.454 METERS 09116     |
 MP0054| CP5229 260                                                2702019.4 |
 MP0054| MP0056 R 65 RM 1                            16.114 METERS 34927     |
 MP0054|---------------------------------------------------------------------|
 MP0054
 MP0054                          SUPERSEDED SURVEY CONTROL
 MP0054
 MP0054  NAD 83(1986)-  41 17 51.48795(N)    106 04 04.17246(W) AD(       ) 3
 MP0054  NAD 27      -  41 17 51.59500(N)    106 04 02.12400(W) AD(       ) 3
 MP0054  NGVD 29 (??/??/92) 2384.880  (m)         7824.39   (f) ADJ UNCH    1 2
 MP0054
 MP0054.Superseded values are not recommended for survey control.
 MP0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0054.See file dsdata.txt to determine how the superseded data were derived.
 MP0054
 MP0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1059972348(NAD 83)
 MP0054_MARKER: DB = BENCH MARK DISK
 MP0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0054_STAMPING: R 65 1934
 MP0054_MARK LOGO: CGS   
 MP0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0054+STABILITY: SURFACE MOTION
 MP0054
 MP0054  HISTORY     - Date     Condition        Report By
 MP0054  HISTORY     - 1934     MONUMENTED       CGS
 MP0054  HISTORY     - 1949     GOOD             CGS
 MP0054  HISTORY     - 1956     GOOD             CGS
 MP0054  HISTORY     - 1956     GOOD             NGS
 MP0054  HISTORY     - 1959     GOOD             USGS
 MP0054  HISTORY     - 19990824 GOOD             WYDT
 MP0054
 MP0054                          STATION DESCRIPTION
 MP0054
 MP0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0054'THE STATION IS LOCATED ON THE NORTH SIDE OF THE NORTH PARK
 MP0054'AND WESTERN RAILROAD ABOUT 20 MILES AIR LINE WEST OF LARAMIE,
 MP0054'ABOUT 3.5 MILES AIR LINE EAST OF CENTENNIAL, 8 FEET NORTH
 MP0054'OF RAILROAD MILEPOST 26 AND 6 FEET WEST OF A WHITE WITNESS
 MP0054'POST.  THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY
 MP0054'BENCH MARK SET IN A 12 X 12-INCH CONCRETE POST, PROJECTS
 MP0054'4 INCHES AND IS STAMPED, R 65 1934.
 MP0054'
 MP0054'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET HIGHER THAN THE
 MP0054'STATION MARK, PROJECTS 4 INCHES AND IS STAMPED, R 65 NO 1 1948.
 MP0054'
 MP0054'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 MP0054'AS THE STATION MARK, PROJECTS 4 INCHES AND IS STAMPED, R 65
 MP0054'NO 2 1948.
 MP0054'
 MP0054'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC AND STATE
 MP0054'SURVEY BRONZE DISK SET IN A 6 X 6 INCH CONCRETE POST 18 PACES
 MP0054'NORTH OF THE NORTH RAIL OF THE NORTH PARK AND WESTERN
 MP0054'RAILROAD, 6 FEET SOUTHWEST OF A WHITE WITNESS POST, PROJECTS
 MP0054'6 INCHES AND IS STAMPED, 260.
 MP0054'
 MP0054'TO REACH THE STATION FROM CENTENNIAL GO EAST ON STATE HIGHWAY
 MP0054'130 FOR 2.9 MILES TO THE AZIMUTH ON THE LEFT, NORTH, AS
 MP0054'DESCRIBED ABOVE.  CONTINUE EAST ON HIGHWAY FOR 0.8 MILE TO A
 MP0054'TRACK ROAD LEFT, NORTH, ACROSS RAILROAD TRACK AND WIRE GATE.
 MP0054'TURN LEFT PASS THROUGH GATE AND CROSS RAILROAD TRACK.  TURN
 MP0054'LEFT, WEST, ALONG RAILROAD TRACK FOR 0.05 MILE TO THE STATION
 MP0054'AS DESCRIBED ABOVE.  A DRIVE STATION.
 MP0054
 MP0054                          STATION RECOVERY (1956)
 MP0054
 MP0054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 MP0054'3.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0054'RAILROAD FROM THE STATION AT CENTENNIAL, 2 POLES WEST OF A ROAD
 MP0054'CROSSING, 34.2 FEET NORTH OF THE NORTH RAIL, 8.5 FEET NORTHWEST
 MP0054'OF MILEPOST 26, 5.7 FEET WEST OF A WITNESS POST, A BENCH MARK
 MP0054'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 MP0054'FOOT ABOVE THE GROUND, STAMPED R 65 1934, IN SECTION 5, TOWNSHIP
 MP0054'15 NORTH, RANGE 77 WEST.
 MP0054'
 MP0054'B.M. R 65 R.M. 1 IS 53 FEET NORTH OF BENCH MARK R 65, A REFERENCE
 MP0054'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 MP0054'FOOT ABOVE THE GROUND, STAMPED R 65 NO 1 1948.
 MP0054'
 MP0054'B.M. R 65 R.M. 2 IS 40.8 FEET EAST OF BENCH MARK R 65, 33.2
 MP0054'FEET NORTH OF THE NORTH RAIL, 40.6 FEET EAST OF MILEPOST 26,
 MP0054'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 MP0054'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED R 65 NO 2 1948.
 MP0054
 MP0054                          STATION RECOVERY (1956)
 MP0054
 MP0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MP0054'3.7 MI E FROM CENTENNIAL.
 MP0054'3.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0054'FROM THE STATION AT CENTENNIAL, 2 POLES WEST OF A ROAD CROSSING, 34.2
 MP0054'FEET NORTH OF THE NORTH RAIL, 8.5 FEET NORTHWEST OF MILEPOST 26, 5.7
 MP0054'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0054'PROJECTS 0.2 FOOT ABOVE THE GROUND, IN SECTION 5, TOWNSHIP 15 NORTH,
 MP0054'RANGE 77 WEST.
 MP0054
 MP0054                          STATION RECOVERY (1959)
 MP0054
 MP0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0054'RECOVERED.
 MP0054'
 MP0054'STATION MARK--STANDARD USC AND GS BENCH MARK, SET IN A 12 X 12 IN.
 MP0054'CONCRETE POST PROJECTING 4 IN., AND STAMPED ---R 65 1934---.
 MP0054
 MP0054                          STATION RECOVERY (1999)
 MP0054
 MP0054'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MP0054'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MP0054'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MP0054'GOOD CONDITION.  THE RAILRAOD TRACKS ARE BEING REMOVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0056 ***********************************************************************
 MP0056  DESIGNATION -  R 65 RM 1
 MP0056  PID         -  MP0056
 MP0056  STATE/COUNTY-  WY/ALBANY
 MP0056  USGS QUAD   -  REX LAKE (1992)
 MP0056
 MP0056                         *CURRENT SURVEY CONTROL
 MP0056  ___________________________________________________________________
 MP0056* NAD 83(1986)-  41 17 51.     (N)    106 04 03.     (W)     SCALED    
 MP0056* NAVD 88     -      2386.655  (meters)    7830.22   (feet)  ADJUSTED  
 MP0056  ___________________________________________________________________
 MP0056  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 MP0056  DYNAMIC HT  -        2384.404 (meters)    7822.83  (feet)  COMP
 MP0056  MODELED GRAV-     979,593.9   (mgal)                       NAVD 88
 MP0056
 MP0056  VERT ORDER  -  FIRST     CLASS II
 MP0056
 MP0056.The horizontal coordinates were scaled from a topographic map and have
 MP0056.an estimated accuracy of +/- 6 seconds.
 MP0056
 MP0056.The orthometric height was determined by differential leveling
 MP0056.and adjusted by the National Geodetic Survey in June 1991..
 MP0056
 MP0056.The geoid height was determined by GEOID03.
 MP0056
 MP0056.The dynamic height is computed by dividing the NAVD 88
 MP0056.geopotential number by the normal gravity value computed on the
 MP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0056.degrees latitude (g = 980.6199 gals.).
 MP0056
 MP0056.The modeled gravity was interpolated from observed gravity values.
 MP0056
 MP0056;                    North         East    Units  Estimated Accuracy
 MP0056;SPC WY E     -    88,950.      124,550.      MT  (+/- 180 meters Scaled)
 MP0056
 MP0056                          SUPERSEDED SURVEY CONTROL
 MP0056
 MP0056  NGVD 29 (??/??/92) 2385.42   (m)         7826.2    (f) COMPUTED    1 2
 MP0056
 MP0056.Superseded values are not recommended for survey control.
 MP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0056.See file dsdata.txt to determine how the superseded data were derived.
 MP0056
 MP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF106723(NAD 83)
 MP0056_MARKER: DR = REFERENCE MARK DISK
 MP0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0056_STAMPING: R 65 NO 1 1948
 MP0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0056+STABILITY: SURFACE MOTION
 MP0056
 MP0056  HISTORY     - Date     Condition        Report By
 MP0056  HISTORY     - 1949     MONUMENTED       CGS
 MP0056  HISTORY     - 1956     GOOD             NGS
 MP0056
 MP0056                          STATION DESCRIPTION
 MP0056
 MP0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0056'3.7 MI E FROM CENTENNIAL.
 MP0056'3.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0056'FROM THE STATION AT CENTENNIAL, 53 FEET NORTH OF BENCH MARK R 65, SET
 MP0056'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MP0056'GROUND, IN SECTION 5, TOWNSHIP 15 NORTH, RANGE 77 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0055 ***********************************************************************
 MP0055  DESIGNATION -  R 65 RM 2
 MP0055  PID         -  MP0055
 MP0055  STATE/COUNTY-  WY/ALBANY
 MP0055  USGS QUAD   -  REX LAKE (1992)
 MP0055
 MP0055                         *CURRENT SURVEY CONTROL
 MP0055  ___________________________________________________________________
 MP0055* NAD 83(1986)-  41 17 51.     (N)    106 04 03.     (W)     SCALED    
 MP0055* NAVD 88     -      2386.189  (meters)    7828.69   (feet)  ADJUSTED  
 MP0055  ___________________________________________________________________
 MP0055  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 MP0055  DYNAMIC HT  -        2383.938 (meters)    7821.30  (feet)  COMP
 MP0055  MODELED GRAV-     979,593.9   (mgal)                       NAVD 88
 MP0055
 MP0055  VERT ORDER  -  FIRST     CLASS II
 MP0055
 MP0055.The horizontal coordinates were scaled from a topographic map and have
 MP0055.an estimated accuracy of +/- 6 seconds.
 MP0055
 MP0055.The orthometric height was determined by differential leveling
 MP0055.and adjusted by the National Geodetic Survey in June 1991..
 MP0055
 MP0055.The geoid height was determined by GEOID03.
 MP0055
 MP0055.The dynamic height is computed by dividing the NAVD 88
 MP0055.geopotential number by the normal gravity value computed on the
 MP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0055.degrees latitude (g = 980.6199 gals.).
 MP0055
 MP0055.The modeled gravity was interpolated from observed gravity values.
 MP0055
 MP0055;                    North         East    Units  Estimated Accuracy
 MP0055;SPC WY E     -    88,950.      124,550.      MT  (+/- 180 meters Scaled)
 MP0055
 MP0055                          SUPERSEDED SURVEY CONTROL
 MP0055
 MP0055  NGVD 29 (??/??/92) 2384.95   (m)         7824.6    (f) COMPUTED    1 2
 MP0055
 MP0055.Superseded values are not recommended for survey control.
 MP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0055.See file dsdata.txt to determine how the superseded data were derived.
 MP0055
 MP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF106723(NAD 83)
 MP0055_MARKER: DR = REFERENCE MARK DISK
 MP0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0055_STAMPING: R 65 NO 2 1948
 MP0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0055+STABILITY: SURFACE MOTION
 MP0055
 MP0055  HISTORY     - Date     Condition        Report By
 MP0055  HISTORY     - 1949     MONUMENTED       CGS
 MP0055  HISTORY     - 1956     GOOD             NGS
 MP0055
 MP0055                          STATION DESCRIPTION
 MP0055
 MP0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0055'3.7 MI E FROM CENTENNIAL.
 MP0055'3.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0055'FROM THE STATION AT CENTENNIAL, 40.8 FEET EAST OF BENCH MARK R 65,
 MP0055'33.2 FEET NORTH OF THE NORTH RAIL, 40.6 FEET EAST OF MILEPOST 26, SET
 MP0055'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MP0055'GROUND, IN SECTION 5, TOWNSHIP 15 NORTH, RANGE 77 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0090 ***********************************************************************
 MP0090  DESIGNATION -  R 66
 MP0090  PID         -  MP0090
 MP0090  STATE/COUNTY-  WY/ALBANY
 MP0090  USGS QUAD   -  FOXPARK (1992)
 MP0090
 MP0090                         *CURRENT SURVEY CONTROL
 MP0090  ___________________________________________________________________
 MP0090* NAD 83(1986)-  41 04 45.     (N)    106 09 07.     (W)     SCALED    
 MP0090* NAVD 88     -      2761.140  (meters)    9058.84   (feet)  ADJUSTED  
 MP0090  ___________________________________________________________________
 MP0090  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 MP0090  DYNAMIC HT  -        2758.413 (meters)    9049.89  (feet)  COMP
 MP0090  MODELED GRAV-     979,534.1   (mgal)                       NAVD 88
 MP0090
 MP0090  VERT ORDER  -  FIRST     CLASS II
 MP0090
 MP0090.The horizontal coordinates were scaled from a topographic map and have
 MP0090.an estimated accuracy of +/- 6 seconds.
 MP0090
 MP0090.The orthometric height was determined by differential leveling
 MP0090.and adjusted by the National Geodetic Survey in June 1991..
 MP0090
 MP0090.The geoid height was determined by GEOID03.
 MP0090
 MP0090.The dynamic height is computed by dividing the NAVD 88
 MP0090.geopotential number by the normal gravity value computed on the
 MP0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0090.degrees latitude (g = 980.6199 gals.).
 MP0090
 MP0090.The modeled gravity was interpolated from observed gravity values.
 MP0090
 MP0090;                    North         East    Units  Estimated Accuracy
 MP0090;SPC WY E     -    64,780.      117,210.      MT  (+/- 180 meters Scaled)
 MP0090
 MP0090                          SUPERSEDED SURVEY CONTROL
 MP0090
 MP0090  NGVD 29 (??/??/92) 2759.839  (m)         9054.57   (f) ADJ UNCH    1 2
 MP0090
 MP0090.Superseded values are not recommended for survey control.
 MP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0090.See file dsdata.txt to determine how the superseded data were derived.
 MP0090
 MP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF032481(NAD 83)
 MP0090_MARKER: DB = BENCH MARK DISK
 MP0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0090_STAMPING: R 66 1934
 MP0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0090+STABILITY: SURFACE MOTION
 MP0090
 MP0090  HISTORY     - Date     Condition        Report By
 MP0090  HISTORY     - 1934     MONUMENTED       CGS
 MP0090  HISTORY     - 1956     GOOD             NGS
 MP0090
 MP0090                          STATION DESCRIPTION
 MP0090
 MP0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0090'IN FOXPARK.
 MP0090'AT FOXPARK, 15.3 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 MP0090'COALMONT BRANCH OF THE UNION PACIFIC RAILROAD, 75.3 FEET SOUTHWEST OF
 MP0090'THE SOUTHEAST CORNER OF THE STATION, 65 FEET EAST OF THE CENTER LINE
 MP0090'OF A ROAD, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MP0090'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN THE
 MP0090'SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 13 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0134 ***********************************************************************
 NT0134  DESIGNATION -  R 67
 NT0134  PID         -  NT0134
 NT0134  STATE/COUNTY-  WY/LINCOLN
 NT0134  USGS QUAD   -  GROVER (1980)
 NT0134
 NT0134                         *CURRENT SURVEY CONTROL
 NT0134  ___________________________________________________________________
 NT0134* NAD 83(1986)-  42 50 06.     (N)    110 58 12.     (W)     SCALED    
 NT0134* NAVD 88     -      1829.172  (meters)    6001.21   (feet)  ADJUSTED  
 NT0134  ___________________________________________________________________
 NT0134  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 NT0134  DYNAMIC HT  -        1827.886 (meters)    5996.99  (feet)  COMP
 NT0134  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 NT0134
 NT0134  VERT ORDER  -  SECOND    CLASS 0
 NT0134
 NT0134.The horizontal coordinates were scaled from a topographic map and have
 NT0134.an estimated accuracy of +/- 6 seconds.
 NT0134
 NT0134.The orthometric height was determined by differential leveling
 NT0134.and adjusted by the National Geodetic Survey in June 1991..
 NT0134
 NT0134.The geoid height was determined by GEOID03.
 NT0134
 NT0134.The dynamic height is computed by dividing the NAVD 88
 NT0134.geopotential number by the normal gravity value computed on the
 NT0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0134.degrees latitude (g = 980.6199 gals.).
 NT0134
 NT0134.The modeled gravity was interpolated from observed gravity values.
 NT0134
 NT0134;                    North         East    Units  Estimated Accuracy
 NT0134;SPC WY W     -   359,710.      727,510.      MT  (+/- 180 meters Scaled)
 NT0134
 NT0134                          SUPERSEDED SURVEY CONTROL
 NT0134
 NT0134  NGVD 29 (??/??/92) 1827.912  (m)         5997.07   (f) ADJ UNCH    2 0
 NT0134
 NT0134.Superseded values are not recommended for survey control.
 NT0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0134.See file dsdata.txt to determine how the superseded data were derived.
 NT0134
 NT0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN024424(NAD 83)
 NT0134_MARKER: DB = BENCH MARK DISK
 NT0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0134_STAMPING: R 67 1934
 NT0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0134+STABILITY: SURFACE MOTION
 NT0134
 NT0134  HISTORY     - Date     Condition        Report By
 NT0134  HISTORY     - 1934     MONUMENTED       CGS
 NT0134
 NT0134                          STATION DESCRIPTION
 NT0134
 NT0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0134'3.5 MI N FROM GROVER.
 NT0134'3.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0134'GROVER, LINCOLN COUNTY, 300 FEET SOUTH OF THE S.C. MCCOMS FARMHOUSE,
 NT0134'220 FEET SOUTHEAST OF A BARN ON THE SOUTHWEST SIDE OF THE HIGHWAY, 63
 NT0134'FEET SOUTHEAST OF THE EAST CORNER OF A FENCE, 54 FEET SOUTHEAST OF THE
 NT0134'CENTER OF A WAGON GATE, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE
 NT0134'HIGHWAY, AND 1 FOOT NORTHEAST OF A FENCE.  A STANDARD DISK, STAMPED R
 NT0134'67 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0272 ***********************************************************************
 NT0272  DESIGNATION -  R 68
 NT0272  PID         -  NT0272
 NT0272  STATE/COUNTY-  WY/LINCOLN
 NT0272  USGS QUAD   -  GENEVA (1970)
 NT0272
 NT0272                         *CURRENT SURVEY CONTROL
 NT0272  ___________________________________________________________________
 NT0272* NAD 83(1986)-  42 15 37.     (N)    111 02 34.     (W)     SCALED    
 NT0272* NAVD 88     -      1880.658  (meters)    6170.13   (feet)  ADJUSTED  
 NT0272  ___________________________________________________________________
 NT0272  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 NT0272  DYNAMIC HT  -        1879.160 (meters)    6165.21  (feet)  COMP
 NT0272  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 NT0272
 NT0272  VERT ORDER  -  SECOND    CLASS 0
 NT0272
 NT0272.The horizontal coordinates were scaled from a topographic map and have
 NT0272.an estimated accuracy of +/- 6 seconds.
 NT0272
 NT0272.The orthometric height was determined by differential leveling
 NT0272.and adjusted by the National Geodetic Survey in June 1991..
 NT0272
 NT0272.The geoid height was determined by GEOID03.
 NT0272
 NT0272.The dynamic height is computed by dividing the NAVD 88
 NT0272.geopotential number by the normal gravity value computed on the
 NT0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0272.degrees latitude (g = 980.6199 gals.).
 NT0272
 NT0272.The modeled gravity was interpolated from observed gravity values.
 NT0272
 NT0272;                    North         East    Units  Estimated Accuracy
 NT0272;SPC WY W     -   295,930.      720,840.      MT  (+/- 180 meters Scaled)
 NT0272
 NT0272                          SUPERSEDED SURVEY CONTROL
 NT0272
 NT0272  NGVD 29 (??/??/92) 1879.339  (m)         6165.80   (f) ADJ UNCH    2 0
 NT0272
 NT0272.Superseded values are not recommended for survey control.
 NT0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0272.See file dsdata.txt to determine how the superseded data were derived.
 NT0272
 NT0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM964786(NAD 83)
 NT0272_MARKER: DB = BENCH MARK DISK
 NT0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0272_STAMPING: R 68 1934
 NT0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0272+STABILITY: SURFACE MOTION
 NT0272
 NT0272  HISTORY     - Date     Condition        Report By
 NT0272  HISTORY     - 1934     MONUMENTED       CGS
 NT0272  HISTORY     - 1970     MARK NOT FOUND   USGS
 NT0272
 NT0272                          STATION DESCRIPTION
 NT0272
 NT0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0272'6.0 MI N FROM BORDER.
 NT0272'6.0 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE CROSSING OF THE
 NT0272'WYOMING-IDAHO STATE LINE AND THE UNION PACIFIC RAILROAD TRACK AT
 NT0272'BORDER, LINCOLN COUNTY, 120 FEET NORTH OF THE CENTER OF THE JUNCTION
 NT0272'OF A DIRT ROAD LEADING WEST, AT THE BORDER PUBLIC SCHOOL, 50 FEET
 NT0272'NORTH OF THE SOUTHEAST CORNER OF THE FENCE, 48 FEET NORTHEAST OF THE
 NT0272'NORTHEAST CORNER OF THE SCHOOLHOUSE, 30 FEET WEST OF THE CENTER LINE
 NT0272'OF THE HIGHWAY, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 NT0272'R 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NT0272
 NT0272                          STATION RECOVERY (1970)
 NT0272
 NT0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NT0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0125 ***********************************************************************
 PV0125  DESIGNATION -  R 7
 PV0125  PID         -  PV0125
 PV0125  STATE/COUNTY-  WY/CROOK
 PV0125  USGS QUAD   -  MOORCROFT (1984)
 PV0125
 PV0125                         *CURRENT SURVEY CONTROL
 PV0125  ___________________________________________________________________
 PV0125* NAD 83(1986)-  44 16 26.     (N)    104 58 41.     (W)     SCALED    
 PV0125* NAVD 88     -      1267.908  (meters)    4159.79   (feet)  ADJUSTED  
 PV0125  ___________________________________________________________________
 PV0125  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 PV0125  DYNAMIC HT  -        1267.402 (meters)    4158.13  (feet)  COMP
 PV0125  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 PV0125  OBS GRAVITY -     980,174.5   (mgal)                       GRAV_OBS
 PV0125
 PV0125  VERT ORDER  -  FIRST     CLASS II
 PV0125
 PV0125.The horizontal coordinates were scaled from a topographic map and have
 PV0125.an estimated accuracy of +/- 6 seconds.
 PV0125
 PV0125.The orthometric height was determined by differential leveling
 PV0125.and adjusted by the National Geodetic Survey in June 1991..
 PV0125
 PV0125.The geoid height was determined by GEOID03.
 PV0125
 PV0125.The dynamic height is computed by dividing the NAVD 88
 PV0125.geopotential number by the normal gravity value computed on the
 PV0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0125.degrees latitude (g = 980.6199 gals.).
 PV0125
 PV0125.The modeled gravity was interpolated from observed gravity values.
 PV0125.The observed gravity was obtained from relative gravimeter ties
 PV0125.to the IGSN71 gravity network.
 PV0125
 PV0125;                    North         East    Units  Estimated Accuracy
 PV0125;SPC WY E     -   419,200.      215,060.      MT  (+/- 180 meters Scaled)
 PV0125
 PV0125                          SUPERSEDED SURVEY CONTROL
 PV0125
 PV0125  NGVD 29 (??/??/92) 1267.303  (m)         4157.81   (f) ADJ UNCH    1 2
 PV0125
 PV0125.Superseded values are not recommended for survey control.
 PV0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0125.See file dsdata.txt to determine how the superseded data were derived.
 PV0125
 PV0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK017022(NAD 83)
 PV0125_MARKER: DB = BENCH MARK DISK
 PV0125_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0125_SP_SET: BRIDGE ABUTMENT
 PV0125_STAMPING: R 7 1908 ELEV 4157.849 FT
 PV0125_MARK LOGO: CGS   
 PV0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0125
 PV0125  HISTORY     - Date     Condition        Report By
 PV0125  HISTORY     - 1908     MONUMENTED       CGS
 PV0125  HISTORY     - 1957     GOOD             NGS
 PV0125  HISTORY     - 1985     GOOD             NGS
 PV0125
 PV0125                          STATION DESCRIPTION
 PV0125
 PV0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0125'1.6 MI W FROM MOORCROFT.
 PV0125'1.55 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0125'RAILROAD FROM THE STATION AT MOORCROFT, IN THE TOP OF THE SOUTH
 PV0125'END OF THE EAST ABUTMENT OF THE BRIDGE OVER BELLE FOURCHE RIVER,
 PV0125'6 FEET SOUTH OF THE SOUTH RAIL AND ABOUT LEVEL WITH THE TRACK.
 PV0125
 PV0125                          STATION RECOVERY (1985)
 PV0125
 PV0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0125'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--2.45 KM (1.55 MI) WEST ALONG
 PV0125'STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF US HIGHWAY
 PV0125'14 AT MOORCROFT, THENCE 0.1 KM (0.05 MI) SOUTHWEST ACROSS COUNTRY.
 PV0125'THE MARK IS 0.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0337 ***********************************************************************
 MR0337  DESIGNATION -  R 70
 MR0337  PID         -  MR0337
 MR0337  STATE/COUNTY-  WY/UINTA
 MR0337  USGS QUAD   -  MURPHY RIDGE (1991)
 MR0337
 MR0337                         *CURRENT SURVEY CONTROL
 MR0337  ___________________________________________________________________
 MR0337* NAD 83(1986)-  41 22 21.     (N)    111 01 27.     (W)     SCALED    
 MR0337* NAVD 88     -      1993.486  (meters)    6540.30   (feet)  ADJUSTED  
 MR0337  ___________________________________________________________________
 MR0337  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 MR0337  DYNAMIC HT  -        1991.684 (meters)    6534.38  (feet)  COMP
 MR0337  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 MR0337
 MR0337  VERT ORDER  -  SECOND    CLASS 0
 MR0337
 MR0337.The horizontal coordinates were scaled from a topographic map and have
 MR0337.an estimated accuracy of +/- 6 seconds.
 MR0337
 MR0337.The orthometric height was determined by differential leveling
 MR0337.and adjusted by the National Geodetic Survey in June 1991..
 MR0337
 MR0337.The geoid height was determined by GEOID03.
 MR0337
 MR0337.The dynamic height is computed by dividing the NAVD 88
 MR0337.geopotential number by the normal gravity value computed on the
 MR0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0337.degrees latitude (g = 980.6199 gals.).
 MR0337
 MR0337.The modeled gravity was interpolated from observed gravity values.
 MR0337
 MR0337;                    North         East    Units  Estimated Accuracy
 MR0337;SPC WY W     -   197,320.      721,300.      MT  (+/- 180 meters Scaled)
 MR0337
 MR0337                          SUPERSEDED SURVEY CONTROL
 MR0337
 MR0337  NGVD 29 (??/??/92) 1992.103  (m)         6535.76   (f) ADJ UNCH    2 0
 MR0337
 MR0337.Superseded values are not recommended for survey control.
 MR0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0337.See file dsdata.txt to determine how the superseded data were derived.
 MR0337
 MR0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL979801(NAD 83)
 MR0337_MARKER: DB = BENCH MARK DISK
 MR0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0337_STAMPING: R 70 1934
 MR0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0337+STABILITY: SURFACE MOTION
 MR0337
 MR0337  HISTORY     - Date     Condition        Report By
 MR0337  HISTORY     - 1934     MONUMENTED       CGS
 MR0337
 MR0337                          STATION DESCRIPTION
 MR0337
 MR0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0337'8.3 MI NW FROM EVANSTON.
 MR0337'8.3 MILES NORTHWEST ALONG STATE HIGHWAY 65 FROM EVANSTON, ABOUT 0.3
 MR0337'MILE WEST OF A STEEL BRIDGE OVER BEAR RIVER, 155 FEET EAST OF THE
 MR0337'CENTER LINE OF A CROSS ROAD, 115 FEET EAST OF A NORTHWEST FENCE
 MR0337'CORNER, 48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET EAST
 MR0337'OF A BRACED POLE, AND 3 FEET NORTH OF A FENCE, AND SET IN THE TOP OF A
 MR0337'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0352 ***********************************************************************
 MP0352  DESIGNATION -  R 72 RESET
 MP0352  PID         -  MP0352
 MP0352  STATE/COUNTY-  WY/CARBON
 MP0352  USGS QUAD   -  DIXON (1982)
 MP0352
 MP0352                         *CURRENT SURVEY CONTROL
 MP0352  ___________________________________________________________________
 MP0352* NAD 83(1986)-  41 01 43.     (N)    107 32 54.     (W)     SCALED    
 MP0352* NAVD 88     -      1937.44   (meters)    6356.4    (feet)  RESET     
 MP0352  ___________________________________________________________________
 MP0352  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 MP0352
 MP0352  VERT ORDER  -  THIRD
 MP0352
 MP0352.The horizontal coordinates were scaled from a topographic map and have
 MP0352.an estimated accuracy of +/- 6 seconds.
 MP0352
 MP0352.The orthometric height was computed from unverified reset data.
 MP0352.No vertical observational check was made to the station.
 MP0352
 MP0352.The geoid height was determined by GEOID03.
 MP0352
 MP0352;                    North         East    Units  Estimated Accuracy
 MP0352;SPC WYEC     -   158,720.      381,920.      MT  (+/- 180 meters Scaled)
 MP0352
 MP0352                          SUPERSEDED SURVEY CONTROL
 MP0352
 MP0352  NGVD 29 (??/??/??) 1936.24   (m)         6352.5    (f) RESET       3  
 MP0352
 MP0352.Superseded values are not recommended for survey control.
 MP0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0352.See file dsdata.txt to determine how the superseded data were derived.
 MP0352
 MP0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF857450(NAD 83)
 MP0352_MARKER: DB = BENCH MARK DISK
 MP0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0352_SP_SET: ABUTMENT
 MP0352_STAMPING: R 72 RESET 1955
 MP0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0352
 MP0352  HISTORY     - Date     Condition        Report By
 MP0352  HISTORY     - 1955     MONUMENTED       WYHD
 MP0352  HISTORY     - 1956     GOOD             USGS
 MP0352
 MP0352                          STATION DESCRIPTION
 MP0352
 MP0352'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 MP0352'1.1 MI W FROM DIXON.
 MP0352'1.1 MILES WEST ALONG THE BAGGS ROAD FROM THE COOPERATIVE WEATHER
 MP0352'STATION AT DIXON, AT SNAKE RIVER BRIDGE, AND IN THE TOP OF THE
 MP0352'SOUTHEAST CORNER OF THE EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0089 ***********************************************************************
 MR0089  DESIGNATION -  R 73
 MR0089  PID         -  MR0089
 MR0089  STATE/COUNTY-  WY/UINTA
 MR0089  USGS QUAD   -  REED RESERVOIR (1980)
 MR0089
 MR0089                         *CURRENT SURVEY CONTROL
 MR0089  ___________________________________________________________________
 MR0089* NAD 83(1986)-  41 11 08.     (N)    110 11 18.     (W)     SCALED    
 MR0089* NAVD 88     -      2144.102  (meters)    7034.44   (feet)  ADJUSTED  
 MR0089  ___________________________________________________________________
 MR0089  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 MR0089  DYNAMIC HT  -        2142.106 (meters)    7027.89  (feet)  COMP
 MR0089  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 MR0089
 MR0089  VERT ORDER  -  SECOND    CLASS 0
 MR0089
 MR0089.The horizontal coordinates were scaled from a topographic map and have
 MR0089.an estimated accuracy of +/- 6 seconds.
 MR0089
 MR0089.The orthometric height was determined by differential leveling
 MR0089.and adjusted by the National Geodetic Survey in June 1991..
 MR0089
 MR0089.The geoid height was determined by GEOID03.
 MR0089
 MR0089.The dynamic height is computed by dividing the NAVD 88
 MR0089.geopotential number by the normal gravity value computed on the
 MR0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0089.degrees latitude (g = 980.6199 gals.).
 MR0089
 MR0089.The modeled gravity was interpolated from observed gravity values.
 MR0089
 MR0089;                    North         East    Units  Estimated Accuracy
 MR0089;SPC WY W     -   176,130.      791,190.      MT  (+/- 180 meters Scaled)
 MR0089
 MR0089                          SUPERSEDED SURVEY CONTROL
 MR0089
 MR0089  NGVD 29 (??/??/92) 2142.726  (m)         7029.93   (f) ADJ UNCH    2 0
 MR0089
 MR0089.Superseded values are not recommended for survey control.
 MR0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0089.See file dsdata.txt to determine how the superseded data were derived.
 MR0089
 MR0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL680596(NAD 83)
 MR0089_MARKER: DB = BENCH MARK DISK
 MR0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0089_STAMPING: R 73 1934
 MR0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0089+STABILITY: SURFACE MOTION
 MR0089
 MR0089  HISTORY     - Date     Condition        Report By
 MR0089  HISTORY     - 1934     MONUMENTED       CGS
 MR0089  HISTORY     - 1964     MARK NOT FOUND   USGS
 MR0089
 MR0089                          STATION DESCRIPTION
 MR0089
 MR0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0089'15.1 MI S FROM LYMAN.
 MR0089'15.1 MILES SOUTH ALONG THE ROAD LEADING TO LONETREE FROM THE HIGH
 MR0089'SCHOOL AT LYMAN, UINTA COUNTY, 0.4 MILE SOUTHEAST OF A BRIDGE OVER A
 MR0089'WATERCOURSE, 350 FEET NORTHEAST OF A WATERCOURSE BETWEEN TWO SUMMITS
 MR0089'100 FEET APART, AND 36 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.
 MR0089'A STANDARD DISK, STAMPED R 73 1934 AND SET IN THE TOP OF A CONCRETE
 MR0089'POST.
 MR0089
 MR0089                          STATION RECOVERY (1964)
 MR0089
 MR0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MR0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0146 ***********************************************************************
 MP0146  DESIGNATION -  R 74
 MP0146  PID         -  MP0146
 MP0146  STATE/COUNTY-  WY/CARBON
 MP0146  USGS QUAD   -  ENCAMPMENT (1983)
 MP0146
 MP0146                         *CURRENT SURVEY CONTROL
 MP0146  ___________________________________________________________________
 MP0146* NAD 83(1986)-  41 11 47.     (N)    106 50 44.     (W)     SCALED    
 MP0146* NAVD 88     -      2424.086  (meters)    7953.02   (feet)  ADJUSTED  
 MP0146  ___________________________________________________________________
 MP0146  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 MP0146  DYNAMIC HT  -        2421.779 (meters)    7945.45  (feet)  COMP
 MP0146  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 MP0146
 MP0146  VERT ORDER  -  SECOND    CLASS 0
 MP0146
 MP0146.The horizontal coordinates were scaled from a topographic map and have
 MP0146.an estimated accuracy of +/- 6 seconds.
 MP0146
 MP0146.The orthometric height was determined by differential leveling
 MP0146.and adjusted by the National Geodetic Survey in June 1991..
 MP0146
 MP0146.The geoid height was determined by GEOID03.
 MP0146
 MP0146.The dynamic height is computed by dividing the NAVD 88
 MP0146.geopotential number by the normal gravity value computed on the
 MP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0146.degrees latitude (g = 980.6199 gals.).
 MP0146
 MP0146.The modeled gravity was interpolated from observed gravity values.
 MP0146
 MP0146;                    North         East    Units  Estimated Accuracy
 MP0146;SPC WYEC     -   177,450.      440,920.      MT  (+/- 180 meters Scaled)
 MP0146
 MP0146                          SUPERSEDED SURVEY CONTROL
 MP0146
 MP0146  NGVD 29 (??/??/92) 2422.797  (m)         7948.79   (f) ADJ UNCH    2 0
 MP0146
 MP0146.Superseded values are not recommended for survey control.
 MP0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0146.See file dsdata.txt to determine how the superseded data were derived.
 MP0146
 MP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF452622(NAD 83)
 MP0146_MARKER: DB = BENCH MARK DISK
 MP0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0146_STAMPING: R 74 1934
 MP0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0146+STABILITY: SURFACE MOTION
 MP0146
 MP0146  HISTORY     - Date     Condition        Report By
 MP0146  HISTORY     - 1934     MONUMENTED       CGS
 MP0146
 MP0146                          STATION DESCRIPTION
 MP0146
 MP0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0146'3.4 MI W FROM ENCAMPMENT.
 MP0146'3.4 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, ABOUT 850 FEET
 MP0146'SOUTHWEST OF A LARGE QUARTZ OUTCROP NORTH OF THE ROAD, 215 FEET NORTH
 MP0146'OF A SMALL QUARTZ OUTCROP EAST OF THE ROAD, ON THE OUTSIDE OF A CURVE,
 MP0146'32 FEET WEST OF THE POINT OF INTERSECTION OF THE CURVE, 60 FEET
 MP0146'NORTHWEST OF THE ROAD, 22 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT
 MP0146'EAST OF THE FENCE.  A STANDARD DISK, STAMPED R 74 1934 AND SET IN THE
 MP0146'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0131 ***********************************************************************
 MP0131  DESIGNATION -  R 75
 MP0131  PID         -  MP0131
 MP0131  STATE/COUNTY-  WY/CARBON
 MP0131  USGS QUAD   -  FINLEY RESERVOIR (1992)
 MP0131
 MP0131                         *CURRENT SURVEY CONTROL
 MP0131  ___________________________________________________________________
 MP0131* NAD 83(1986)-  41 22 53.     (N)    106 44 53.     (W)     SCALED    
 MP0131* NAVD 88     -      2113.487  (meters)    6934.00   (feet)  ADJUSTED  
 MP0131  ___________________________________________________________________
 MP0131  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 MP0131  DYNAMIC HT  -        2111.621 (meters)    6927.88  (feet)  COMP
 MP0131  MODELED GRAV-     979,664.6   (mgal)                       NAVD 88
 MP0131
 MP0131  VERT ORDER  -  SECOND    CLASS 0
 MP0131
 MP0131.The horizontal coordinates were scaled from a topographic map and have
 MP0131.an estimated accuracy of +/- 6 seconds.
 MP0131
 MP0131.The orthometric height was determined by differential leveling
 MP0131.and adjusted by the National Geodetic Survey in June 1991..
 MP0131
 MP0131.The geoid height was determined by GEOID03.
 MP0131
 MP0131.The dynamic height is computed by dividing the NAVD 88
 MP0131.geopotential number by the normal gravity value computed on the
 MP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0131.degrees latitude (g = 980.6199 gals.).
 MP0131
 MP0131.The modeled gravity was interpolated from observed gravity values.
 MP0131
 MP0131;                    North         East    Units  Estimated Accuracy
 MP0131;SPC WYEC     -   198,040.      448,960.      MT  (+/- 180 meters Scaled)
 MP0131
 MP0131                          SUPERSEDED SURVEY CONTROL
 MP0131
 MP0131  NGVD 29 (??/??/92) 2112.317  (m)         6930.16   (f) ADJ UNCH    2 0
 MP0131
 MP0131.Superseded values are not recommended for survey control.
 MP0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0131.See file dsdata.txt to determine how the superseded data were derived.
 MP0131
 MP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF538825(NAD 83)
 MP0131_MARKER: DB = BENCH MARK DISK
 MP0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0131_STAMPING: R 75 1934
 MP0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0131+STABILITY: SURFACE MOTION
 MP0131
 MP0131  HISTORY     - Date     Condition        Report By
 MP0131  HISTORY     - 1934     MONUMENTED       CGS
 MP0131
 MP0131                          STATION DESCRIPTION
 MP0131
 MP0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0131'6.2 MI S FROM SARATOGA.
 MP0131'6.2 MILES SOUTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD FROM
 MP0131'SARATOGA, 0.2 MILE SOUTH OF THE SIDING AT DAVIS, 0.1 MILE SOUTH OF A
 MP0131'HIGHWAY BRIDGE AT THE BEGINNING OF A CURVE IN STATE HIGHWAY 130, 60
 MP0131'FEET WEST OF MILEPOST 30, 480 FEET NORTHWEST OF AN IRRIGATION DITCH
 MP0131'CULVERT UNDER THE HIGHWAY, 43 FEET NORTHEAST OF THE CENTERLINE OF THE
 MP0131'HIGHWAY, AND 32 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK. A
 MP0131'STANDARD DISK, STAMPED R 75 1934 AND SET IN THE TOP OF A CONCRETE
 MP0131'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0226 ***********************************************************************
 MP0226  DESIGNATION -  R 76
 MP0226  PID         -  MP0226
 MP0226  STATE/COUNTY-  WY/CARBON
 MP0226  USGS QUAD   -  SINCLAIR (1981)
 MP0226
 MP0226                         *CURRENT SURVEY CONTROL
 MP0226  ___________________________________________________________________
 MP0226* NAD 83(1986)-  41 46 50.     (N)    107 00 42.     (W)     SCALED    
 MP0226* NAVD 88     -      1994.616  (meters)    6544.00   (feet)  ADJUSTED  
 MP0226  ___________________________________________________________________
 MP0226  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 MP0226  DYNAMIC HT  -        1992.949 (meters)    6538.53  (feet)  COMP
 MP0226  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 MP0226
 MP0226  VERT ORDER  -  FIRST     CLASS II
 MP0226
 MP0226.The horizontal coordinates were scaled from a topographic map and have
 MP0226.an estimated accuracy of +/- 6 seconds.
 MP0226
 MP0226.The orthometric height was determined by differential leveling
 MP0226.and adjusted by the National Geodetic Survey in June 1991..
 MP0226.WARNING-Repeat measurements at this control monument indicate possible
 MP0226.vertical movement.
 MP0226
 MP0226.The geoid height was determined by GEOID03.
 MP0226
 MP0226.The dynamic height is computed by dividing the NAVD 88
 MP0226.geopotential number by the normal gravity value computed on the
 MP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0226.degrees latitude (g = 980.6199 gals.).
 MP0226
 MP0226.The modeled gravity was interpolated from observed gravity values.
 MP0226
 MP0226;                    North         East    Units  Estimated Accuracy
 MP0226;SPC WYEC     -   242,260.      426,740.      MT  (+/- 180 meters Scaled)
 MP0226
 MP0226                          SUPERSEDED SURVEY CONTROL
 MP0226
 MP0226  NGVD 29 (06/08/92) 1993.485  (m)         6540.29   (f) ADJUSTED    1 2
 MP0226
 MP0226.Superseded values are not recommended for survey control.
 MP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0226.See file dsdata.txt to determine how the superseded data were derived.
 MP0226
 MP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG328273(NAD 83)
 MP0226_MARKER: DB = BENCH MARK DISK
 MP0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0226_STAMPING: R 76 1934
 MP0226_MARK LOGO: CGS   
 MP0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0226+STABILITY: SURFACE MOTION
 MP0226
 MP0226  HISTORY     - Date     Condition        Report By
 MP0226  HISTORY     - 1934     MONUMENTED       CGS
 MP0226  HISTORY     - 1947     GOOD             NGS
 MP0226  HISTORY     - 1972     GOOD             NGS
 MP0226  HISTORY     - 1983     GOOD             NGS
 MP0226
 MP0226                          STATION DESCRIPTION
 MP0226
 MP0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0226'3.3 MI W FROM FORT STEELE.
 MP0226'3.3 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE ELEMENTARY
 MP0226'SCHOOL AT FORT STEELE, 361.0 FEET EAST OF THE NORTHEAST CORNER OF A
 MP0226'BRICKED-UP SPEEDER STOP, 149.0 FEET NORTH OF THE FIRST POLE EAST OF
 MP0226'MILEPOST 671, 45.1 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK AND
 MP0226'1 FOOT LOWER, 2.2 FEET SOUTH OF A RIGHT-OF-WAY FENCE, 2.0 FEET WEST OF
 MP0226'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3
 MP0226'FOOT ABOVE THE GROUND.
 MP0226
 MP0226                          STATION RECOVERY (1972)
 MP0226
 MP0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MP0226'RECOVERED IN GOOD CONDITION.
 MP0226
 MP0226                          STATION RECOVERY (1983)
 MP0226
 MP0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0226'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.5 KM (5.3 MI)
 MP0226'EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MP0226'SINCLAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0116 ***********************************************************************
 OX0116  DESIGNATION -  R 77
 OX0116  PID         -  OX0116
 OX0116  STATE/COUNTY-  WY/LINCOLN
 OX0116  USGS QUAD   -  FERRY PEAK (1996)
 OX0116
 OX0116                         *CURRENT SURVEY CONTROL
 OX0116  ___________________________________________________________________
 OX0116* NAD 83(1986)-  43 11 46.     (N)    110 52 34.     (W)     SCALED    
 OX0116* NAVD 88     -      1783.689  (meters)    5851.99   (feet)  ADJUSTED  
 OX0116  ___________________________________________________________________
 OX0116  GEOID HEIGHT-         -10.31  (meters)                     GEOID03
 OX0116  DYNAMIC HT  -        1782.474 (meters)    5848.00  (feet)  COMP
 OX0116  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 OX0116
 OX0116  VERT ORDER  -  SECOND    CLASS 0
 OX0116
 OX0116.The horizontal coordinates were scaled from a topographic map and have
 OX0116.an estimated accuracy of +/- 6 seconds.
 OX0116
 OX0116.The orthometric height was determined by differential leveling
 OX0116.and adjusted by the National Geodetic Survey in June 1991..
 OX0116
 OX0116.The geoid height was determined by GEOID03.
 OX0116
 OX0116.The dynamic height is computed by dividing the NAVD 88
 OX0116.geopotential number by the normal gravity value computed on the
 OX0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0116.degrees latitude (g = 980.6199 gals.).
 OX0116
 OX0116.The modeled gravity was interpolated from observed gravity values.
 OX0116
 OX0116;                    North         East    Units  Estimated Accuracy
 OX0116;SPC WY W     -   399,740.      735,570.      MT  (+/- 180 meters Scaled)
 OX0116
 OX0116                          SUPERSEDED SURVEY CONTROL
 OX0116
 OX0116  NGVD 29 (??/??/92) 1782.418  (m)         5847.82   (f) ADJ UNCH    2 0
 OX0116
 OX0116.Superseded values are not recommended for survey control.
 OX0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0116.See file dsdata.txt to determine how the superseded data were derived.
 OX0116
 OX0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN100826(NAD 83)
 OX0116_MARKER: DB = BENCH MARK DISK
 OX0116_SETTING: 66 = SET IN ROCK OUTCROP
 OX0116_SP_SET: ROCK OUTCROP
 OX0116_STAMPING: R 77 1948
 OX0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0116+STABILITY: POSITION/ELEVATION WELL
 OX0116
 OX0116  HISTORY     - Date     Condition        Report By
 OX0116  HISTORY     - 1948     MONUMENTED       CGS
 OX0116  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0116
 OX0116                          STATION DESCRIPTION
 OX0116
 OX0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0116'8.6 MI NE FROM ALPINE.
 OX0116'8.6 MILES NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST OFFICE
 OX0116'AT ALPINE, AT THE TOP OF A LONG GRADE, 74.0 FEET NORTHWEST OF THE
 OX0116'CENTER LINE OF THE ROAD, SET IN THE TOP OF A LARGE ROCK OUTCROP
 OX0116'PROJECTING 3.0 FEET ABOVE THE GROUND, ABOUT 10 FEET ABOVE THE ROAD.
 OX0116
 OX0116                          STATION RECOVERY (1963)
 OX0116
 OX0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0656 ***********************************************************************
 MO0656  DESIGNATION -  R 78
 MO0656  PID         -  MO0656
 MO0656  STATE/COUNTY-  WY/ALBANY
 MO0656  USGS QUAD   -  BEST RANCH (1978)
 MO0656
 MO0656                         *CURRENT SURVEY CONTROL
 MO0656  ___________________________________________________________________
 MO0656* NAD 83(1986)-  41 06 23.     (N)    105 37 31.     (W)     SCALED    
 MO0656* NAVD 88     -      2287.973  (meters)    7506.46   (feet)  ADJUSTED  
 MO0656  ___________________________________________________________________
 MO0656  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 MO0656  DYNAMIC HT  -        2285.904 (meters)    7499.67  (feet)  COMP
 MO0656  MODELED GRAV-     979,636.2   (mgal)                       NAVD 88
 MO0656
 MO0656  VERT ORDER  -  SECOND    CLASS 0
 MO0656
 MO0656.The horizontal coordinates were scaled from a topographic map and have
 MO0656.an estimated accuracy of +/- 6 seconds.
 MO0656
 MO0656.The orthometric height was determined by differential leveling
 MO0656.and adjusted by the National Geodetic Survey in June 1991..
 MO0656
 MO0656.The geoid height was determined by GEOID03.
 MO0656
 MO0656.The dynamic height is computed by dividing the NAVD 88
 MO0656.geopotential number by the normal gravity value computed on the
 MO0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0656.degrees latitude (g = 980.6199 gals.).
 MO0656
 MO0656.The modeled gravity was interpolated from observed gravity values.
 MO0656
 MO0656;                    North         East    Units  Estimated Accuracy
 MO0656;SPC WY E     -    67,440.      161,480.      MT  (+/- 180 meters Scaled)
 MO0656
 MO0656                          SUPERSEDED SURVEY CONTROL
 MO0656
 MO0656  NGVD 29 (??/??/92) 2286.847  (m)         7502.76   (f) ADJ UNCH    2 0
 MO0656
 MO0656.Superseded values are not recommended for survey control.
 MO0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0656.See file dsdata.txt to determine how the superseded data were derived.
 MO0656
 MO0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF474507(NAD 83)
 MO0656_MARKER: DB = BENCH MARK DISK
 MO0656_SETTING: 66 = SET IN ROCK OUTCROP
 MO0656_SP_SET: GRANITE ROCK
 MO0656_STAMPING: R 78 1951
 MO0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0656+STABILITY: POSITION/ELEVATION WELL
 MO0656
 MO0656  HISTORY     - Date     Condition        Report By
 MO0656  HISTORY     - 1951     MONUMENTED       CGS
 MO0656
 MO0656                          STATION DESCRIPTION
 MO0656
 MO0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0656'7 MI W FROM TIE SIDING.
 MO0656'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0656'TIE SIDING, THENCE 6.0 MILES WEST ALONG A WINDING GRAVELED ROAD,
 MO0656'23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 5 FEET NORTH OF
 MO0656'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD, AT THE TOP OF A
 MO0656'SMALL ROCK RIDGE, SET IN THE TOP OF A GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0106 ***********************************************************************
 MP0106  DESIGNATION -  R 79
 MP0106  PID         -  MP0106
 MP0106  STATE/COUNTY-  WY/ALBANY
 MP0106  USGS QUAD   -  WOODS LANDING (1992)
 MP0106
 MP0106                         *CURRENT SURVEY CONTROL
 MP0106  ___________________________________________________________________
 MP0106* NAD 83(1986)-  41 04 11.     (N)    106 00 28.     (W)     SCALED    
 MP0106* NAVD 88     -      2317.407  (meters)    7603.03   (feet)  ADJUSTED  
 MP0106  ___________________________________________________________________
 MP0106  GEOID HEIGHT-         -10.92  (meters)                     GEOID03
 MP0106  DYNAMIC HT  -        2315.180 (meters)    7595.72  (feet)  COMP
 MP0106  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 MP0106
 MP0106  VERT ORDER  -  SECOND    CLASS 0
 MP0106
 MP0106.The horizontal coordinates were scaled from a topographic map and have
 MP0106.an estimated accuracy of +/- 6 seconds.
 MP0106
 MP0106.The orthometric height was determined by differential leveling
 MP0106.and adjusted by the National Geodetic Survey in June 1991..
 MP0106
 MP0106.The geoid height was determined by GEOID03.
 MP0106
 MP0106.The dynamic height is computed by dividing the NAVD 88
 MP0106.geopotential number by the normal gravity value computed on the
 MP0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0106.degrees latitude (g = 980.6199 gals.).
 MP0106
 MP0106.The modeled gravity was interpolated from observed gravity values.
 MP0106
 MP0106;                    North         East    Units  Estimated Accuracy
 MP0106;SPC WY E     -    63,600.      129,310.      MT  (+/- 180 meters Scaled)
 MP0106
 MP0106                          SUPERSEDED SURVEY CONTROL
 MP0106
 MP0106  NGVD 29 (??/??/92) 2316.152  (m)         7598.91   (f) ADJ UNCH    2 0
 MP0106
 MP0106.Superseded values are not recommended for survey control.
 MP0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0106.See file dsdata.txt to determine how the superseded data were derived.
 MP0106
 MP0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF153469(NAD 83)
 MP0106_MARKER: DB = BENCH MARK DISK
 MP0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0106_STAMPING: R 79 1951
 MP0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0106+STABILITY: SURFACE MOTION
 MP0106
 MP0106  HISTORY     - Date     Condition        Report By
 MP0106  HISTORY     - 1951     MONUMENTED       CGS
 MP0106
 MP0106                          STATION DESCRIPTION
 MP0106
 MP0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MP0106'3.0 MI S FROM WOODS LANDING.
 MP0106'3.0 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 MP0106'BRIDGE AT WOODS LANDING, 94 FEET WEST OF THE CENTER LINE OF THE ROAD,
 MP0106'19 FEET NORTH OF A TELEPHONE POLE, 1.4 FEET EAST OF A FENCE, 2.8 FEET
 MP0106'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0106'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0005 ***********************************************************************
 PW0005  DESIGNATION -  R 8
 PW0005  PID         -  PW0005
 PW0005  STATE/COUNTY-  WY/SHERIDAN
 PW0005  USGS QUAD   -  LARIAT (1972)
 PW0005
 PW0005                         *CURRENT SURVEY CONTROL
 PW0005  ___________________________________________________________________
 PW0005* NAD 83(1986)-  44 35 57.     (N)    106 01 46.     (W)     SCALED    
 PW0005* NAVD 88     -      1183.475  (meters)    3882.78   (feet)  ADJUSTED  
 PW0005  ___________________________________________________________________
 PW0005  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 PW0005  DYNAMIC HT  -        1183.036 (meters)    3881.34  (feet)  COMP
 PW0005  MODELED GRAV-     980,205.7   (mgal)                       NAVD 88
 PW0005
 PW0005  VERT ORDER  -  FIRST     CLASS II
 PW0005
 PW0005.The horizontal coordinates were scaled from a topographic map and have
 PW0005.an estimated accuracy of +/- 6 seconds.
 PW0005
 PW0005.The orthometric height was determined by differential leveling
 PW0005.and adjusted by the National Geodetic Survey in June 1991..
 PW0005
 PW0005.The geoid height was determined by GEOID03.
 PW0005
 PW0005.The dynamic height is computed by dividing the NAVD 88
 PW0005.geopotential number by the normal gravity value computed on the
 PW0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0005.degrees latitude (g = 980.6199 gals.).
 PW0005
 PW0005.The modeled gravity was interpolated from observed gravity values.
 PW0005
 PW0005;                    North         East    Units  Estimated Accuracy
 PW0005;SPC WYEC     -   556,150.      503,520.      MT  (+/- 180 meters Scaled)
 PW0005
 PW0005                          SUPERSEDED SURVEY CONTROL
 PW0005
 PW0005  NGVD 29 (??/??/92) 1182.804  (m)         3880.58   (f) ADJ UNCH    1 2
 PW0005
 PW0005.Superseded values are not recommended for survey control.
 PW0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0005.See file dsdata.txt to determine how the superseded data were derived.
 PW0005
 PW0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK183389(NAD 83)
 PW0005_MARKER: P = PIPE CAP
 PW0005_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0005_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0005_STAMPING: R 8 1908 ELEV. 3880.809 FT.
 PW0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0005
 PW0005  HISTORY     - Date     Condition        Report By
 PW0005  HISTORY     - 1908     MONUMENTED       CGS
 PW0005  HISTORY     - 1957     GOOD             NGS
 PW0005
 PW0005                          STATION DESCRIPTION
 PW0005
 PW0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0005'7.3 MI SE FROM ARVADA.
 PW0005'7.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0005'FROM THE STATION AT ARVADA, 182 FEET SOUTHWEST OF THE 12TH POLE
 PW0005'SOUTHEAST OF MILEPOST 634, 0.1 MILE SOUTHEAST OF A T FENCE CORNER, AT
 PW0005'THE EAST END OF A FILL, 118 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 68
 PW0005'FEET NORTHWEST OF THE CENTER OF A GATE, 3 FEET NORTHEAST OF THE FENCE,
 PW0005'1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 PW0005'THE TRACK AND IS A CAP ON A 3-INCH IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0068 ***********************************************************************
 MO0068  DESIGNATION -  R 80
 MO0068  PID         -  MO0068
 MO0068  STATE/COUNTY-  WY/LARAMIE
 MO0068  USGS QUAD   -  PINE BLUFFS SE (1991)
 MO0068
 MO0068                         *CURRENT SURVEY CONTROL
 MO0068  ___________________________________________________________________
 MO0068* NAD 83(1986)-  41 00 45.     (N)    104 04 01.     (W)     SCALED    
 MO0068* NAVD 88     -      1652.075  (meters)    5420.18   (feet)  ADJUSTED  
 MO0068  ___________________________________________________________________
 MO0068  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 MO0068  DYNAMIC HT  -        1650.737 (meters)    5415.79  (feet)  COMP
 MO0068  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 MO0068
 MO0068  VERT ORDER  -  SECOND    CLASS 0
 MO0068
 MO0068.The horizontal coordinates were scaled from a topographic map and have
 MO0068.an estimated accuracy of +/- 6 seconds.
 MO0068
 MO0068.The orthometric height was determined by differential leveling
 MO0068.and adjusted by the National Geodetic Survey in June 1991..
 MO0068
 MO0068.The geoid height was determined by GEOID03.
 MO0068
 MO0068.The dynamic height is computed by dividing the NAVD 88
 MO0068.geopotential number by the normal gravity value computed on the
 MO0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0068.degrees latitude (g = 980.6199 gals.).
 MO0068
 MO0068.The modeled gravity was interpolated from observed gravity values.
 MO0068
 MO0068;                    North         East    Units  Estimated Accuracy
 MO0068;SPC WY E     -    57,490.      292,500.      MT  (+/- 180 meters Scaled)
 MO0068
 MO0068                          SUPERSEDED SURVEY CONTROL
 MO0068
 MO0068  NGVD 29 (??/??/92) 1651.238  (m)         5417.44   (f) ADJ UNCH    2 0
 MO0068
 MO0068.Superseded values are not recommended for survey control.
 MO0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0068.See file dsdata.txt to determine how the superseded data were derived.
 MO0068
 MO0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF784405(NAD 83)
 MO0068_MARKER: DB = BENCH MARK DISK
 MO0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0068_STAMPING: R 80 1952
 MO0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0068+STABILITY: SURFACE MOTION
 MO0068
 MO0068  HISTORY     - Date     Condition        Report By
 MO0068  HISTORY     - 1952     MONUMENTED       CGS
 MO0068
 MO0068                          STATION DESCRIPTION
 MO0068
 MO0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0068'12.2 MI S FROM PINE BLUFFS.
 MO0068'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC
 MO0068'RAILROAD STATION AT PINE BLUFFS, THENCE 11.8 MILES SOUTH ALONG
 MO0068'A GRAVELED ROAD, 0.75 MILE NORTH OF THE COLORADO AND WYOMING
 MO0068'STATE LINE, 43 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET
 MO0068'NORTHEAST OF A POWER POLE, 3 FEET EAST OF A FENCE, 2.8 FEET
 MO0068'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0068'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0109 ***********************************************************************
 MO0109  DESIGNATION -  R 81
 MO0109  PID         -  MO0109
 MO0109  STATE/COUNTY-  WY/LARAMIE
 MO0109  USGS QUAD   -  CARPENTER (1991)
 MO0109
 MO0109                         *CURRENT SURVEY CONTROL
 MO0109  ___________________________________________________________________
 MO0109* NAD 83(1986)-  41 06 00.     (N)    104 21 03.     (W)     SCALED    
 MO0109* NAVD 88     -      1667.754  (meters)    5471.62   (feet)  ADJUSTED  
 MO0109  ___________________________________________________________________
 MO0109  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 MO0109  DYNAMIC HT  -        1666.380 (meters)    5467.12  (feet)  COMP
 MO0109  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 MO0109
 MO0109  VERT ORDER  -  SECOND    CLASS 0
 MO0109
 MO0109.The horizontal coordinates were scaled from a topographic map and have
 MO0109.an estimated accuracy of +/- 6 seconds.
 MO0109
 MO0109.The orthometric height was determined by differential leveling
 MO0109.and adjusted by the National Geodetic Survey in June 1991..
 MO0109
 MO0109.The geoid height was determined by GEOID03.
 MO0109
 MO0109.The dynamic height is computed by dividing the NAVD 88
 MO0109.geopotential number by the normal gravity value computed on the
 MO0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0109.degrees latitude (g = 980.6199 gals.).
 MO0109
 MO0109.The modeled gravity was interpolated from observed gravity values.
 MO0109
 MO0109;                    North         East    Units  Estimated Accuracy
 MO0109;SPC WY E     -    66,950.      268,530.      MT  (+/- 180 meters Scaled)
 MO0109
 MO0109                          SUPERSEDED SURVEY CONTROL
 MO0109
 MO0109  NGVD 29 (??/??/92) 1666.851  (m)         5468.66   (f) ADJ UNCH    2 0
 MO0109
 MO0109.Superseded values are not recommended for survey control.
 MO0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0109.See file dsdata.txt to determine how the superseded data were derived.
 MO0109
 MO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF545500(NAD 83)
 MO0109_MARKER: DB = BENCH MARK DISK
 MO0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0109_STAMPING: R 81 1952
 MO0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0109+STABILITY: SURFACE MOTION
 MO0109
 MO0109  HISTORY     - Date     Condition        Report By
 MO0109  HISTORY     - 1952     MONUMENTED       CGS
 MO0109
 MO0109                          STATION DESCRIPTION
 MO0109
 MO0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0109'4.6 MI N FROM CARPENTER.
 MO0109'0.9 MILE NORTHEAST ALONG STATE SECONDARY ROAD 179 FROM THE
 MO0109'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT CARPENTER,
 MO0109'THENCE 3.7 MILES NORTH ALONG STATE SECONDARY ROAD 179, 0.5
 MO0109'MILE NORTH OF A FARMHOUSE, 101 FEET SOUTH OF THE CENTER LINE
 MO0109'OF AN EAST AND WEST DIRT ROAD, 71.5 FEET SOUTH OF A FENCE
 MO0109'CORNER, 58 FEET WEST OF THE CENTER LINE OF STATE SECONDARY
 MO0109'ROAD 179, 1.9 FEET NORTH OF A WITNESS POST, 2.4 FEET EAST OF A
 MO0109'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 MO0109'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0095 ***********************************************************************
 PX0095  DESIGNATION -  R 83
 PX0095  PID         -  PX0095
 PX0095  STATE/COUNTY-  WY/PARK
 PX0095  USGS QUAD   -  SLEEPERS RANCH (1985)
 PX0095
 PX0095                         *CURRENT SURVEY CONTROL
 PX0095  ___________________________________________________________________
 PX0095* NAD 83(1986)-  44 18 16.     (N)    108 51 55.     (W)     SCALED    
 PX0095* NAVD 88     -      1725.542  (meters)    5661.22   (feet)  ADJUSTED  
 PX0095  ___________________________________________________________________
 PX0095  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 PX0095  DYNAMIC HT  -        1724.593 (meters)    5658.10  (feet)  COMP
 PX0095  MODELED GRAV-     980,007.5   (mgal)                       NAVD 88
 PX0095
 PX0095  VERT ORDER  -  SECOND    CLASS 0
 PX0095
 PX0095.The horizontal coordinates were scaled from a topographic map and have
 PX0095.an estimated accuracy of +/- 6 seconds.
 PX0095
 PX0095.The orthometric height was determined by differential leveling
 PX0095.and adjusted by the National Geodetic Survey in June 1991..
 PX0095
 PX0095.The geoid height was determined by GEOID03.
 PX0095
 PX0095.The dynamic height is computed by dividing the NAVD 88
 PX0095.geopotential number by the normal gravity value computed on the
 PX0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0095.degrees latitude (g = 980.6199 gals.).
 PX0095
 PX0095.The modeled gravity was interpolated from observed gravity values.
 PX0095
 PX0095;                    North         East    Units  Estimated Accuracy
 PX0095;SPC WYWC     -   422,580.      590,800.      MT  (+/- 180 meters Scaled)
 PX0095
 PX0095                          SUPERSEDED SURVEY CONTROL
 PX0095
 PX0095  NGVD 29 (??/??/92) 1724.448  (m)         5657.63   (f) ADJ UNCH    2 0
 PX0095
 PX0095.Superseded values are not recommended for survey control.
 PX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0095.See file dsdata.txt to determine how the superseded data were derived.
 PX0095
 PX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ702079(NAD 83)
 PX0095_MARKER: DB = BENCH MARK DISK
 PX0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0095_STAMPING: R 83 1934
 PX0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0095+STABILITY: SURFACE MOTION
 PX0095
 PX0095  HISTORY     - Date     Condition        Report By
 PX0095  HISTORY     - 1934     MONUMENTED       CGS
 PX0095  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0095
 PX0095                          STATION DESCRIPTION
 PX0095
 PX0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0095'R 83 1934 FROM MEETEETSE.
 PX0095'ABOUT 14.4 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 PX0095'OFFICE AT MEETEETSE, PARK COUNTY, ABOUT 18.1 MILES SOUTHEAST OF THE
 PX0095'POST OFFICE AT CODY, ABOUT 15.7 MILES SOUTHEAST OF THE JUNCION WITH
 PX0095'U.S. HIGHWAY 20, ABOUT 0.5 MILE EAST OF THE BRIDGE OVER DRY CREEK,
 PX0095'ABOUT 130 FEET NORTH OF THE HIGHWAY, 65 FEET NORTH OF THE CENTER LINE
 PX0095'OF THE OLD HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A
 PX0095'STANDARD DISK, STAMPED R 83 1934 AND SET IN THE TOP OF A CONCRETE
 PX0095'POST.
 PX0095
 PX0095                          STATION RECOVERY (1979)
 PX0095
 PX0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0180 ***********************************************************************
 PX0180  DESIGNATION -  R 84
 PX0180  PID         -  PX0180
 PX0180  STATE/COUNTY-  WY/PARK
 PX0180  USGS QUAD   -  CHAPMAN BENCH (1987)
 PX0180
 PX0180                         *CURRENT SURVEY CONTROL
 PX0180  ___________________________________________________________________
 PX0180* NAD 83(1986)-  44 51 21.     (N)    109 10 23.     (W)     SCALED    
 PX0180* NAVD 88     -      1297.737  (meters)    4257.66   (feet)  ADJUSTED  
 PX0180  ___________________________________________________________________
 PX0180  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 PX0180  DYNAMIC HT  -        1297.155 (meters)    4255.75  (feet)  COMP
 PX0180  MODELED GRAV-     980,125.0   (mgal)                       NAVD 88
 PX0180
 PX0180  VERT ORDER  -  SECOND    CLASS 0
 PX0180
 PX0180.The horizontal coordinates were scaled from a topographic map and have
 PX0180.an estimated accuracy of +/- 6 seconds.
 PX0180
 PX0180.The orthometric height was determined by differential leveling
 PX0180.and adjusted by the National Geodetic Survey in June 1991..
 PX0180
 PX0180.The geoid height was determined by GEOID03.
 PX0180
 PX0180.The dynamic height is computed by dividing the NAVD 88
 PX0180.geopotential number by the normal gravity value computed on the
 PX0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0180.degrees latitude (g = 980.6199 gals.).
 PX0180
 PX0180.The modeled gravity was interpolated from observed gravity values.
 PX0180
 PX0180;                    North         East    Units  Estimated Accuracy
 PX0180;SPC WYWC     -   483,930.      566,560.      MT  (+/- 180 meters Scaled)
 PX0180
 PX0180                          SUPERSEDED SURVEY CONTROL
 PX0180
 PX0180  NGVD 29 (??/??/92) 1296.688  (m)         4254.22   (f) ADJ UNCH    2 0
 PX0180
 PX0180.Superseded values are not recommended for survey control.
 PX0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0180.See file dsdata.txt to determine how the superseded data were derived.
 PX0180
 PX0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ443685(NAD 83)
 PX0180_MARKER: DB = BENCH MARK DISK
 PX0180_SETTING: 66 = SET IN ROCK OUTCROP
 PX0180_SP_SET: GRANITE ROCK
 PX0180_STAMPING: R 84 1934
 PX0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0180+STABILITY: POSITION/ELEVATION WELL
 PX0180
 PX0180  HISTORY     - Date     Condition        Report By
 PX0180  HISTORY     - 1934     MONUMENTED       CGS
 PX0180
 PX0180                          STATION DESCRIPTION
 PX0180
 PX0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0180'28.1 MI NW FROM CODY.
 PX0180'28.1 MILES NORTHWEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE
 PX0180'POST OFFICE AT CODY, PARK COUNTY, NEAR A LARGE MOUND OF ROCKS, ABOUT
 PX0180'135 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A
 PX0180'LARGE GRANITE ROCK, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD
 PX0180'DISK, STAMPED R 84 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0050 ***********************************************************************
 PX0050  DESIGNATION -  R 85
 PX0050  PID         -  PX0050
 PX0050  STATE/COUNTY-  WY/BIG HORN
 PX0050  USGS QUAD   -  BURLINGTON (1978)
 PX0050
 PX0050                         *CURRENT SURVEY CONTROL
 PX0050  ___________________________________________________________________
 PX0050* NAD 83(1986)-  44 29 34.     (N)    108 26 30.     (W)     SCALED    
 PX0050* NAVD 88     -      1385.018  (meters)    4544.01   (feet)  ADJUSTED  
 PX0050  ___________________________________________________________________
 PX0050  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 PX0050  DYNAMIC HT  -        1384.373 (meters)    4541.90  (feet)  COMP
 PX0050  MODELED GRAV-     980,104.0   (mgal)                       NAVD 88
 PX0050
 PX0050  VERT ORDER  -  SECOND    CLASS 0
 PX0050
 PX0050.The horizontal coordinates were scaled from a topographic map and have
 PX0050.an estimated accuracy of +/- 6 seconds.
 PX0050
 PX0050.The orthometric height was determined by differential leveling
 PX0050.and adjusted by the National Geodetic Survey in June 1991..
 PX0050
 PX0050.The geoid height was determined by GEOID03.
 PX0050
 PX0050.The dynamic height is computed by dividing the NAVD 88
 PX0050.geopotential number by the normal gravity value computed on the
 PX0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0050.degrees latitude (g = 980.6199 gals.).
 PX0050
 PX0050.The modeled gravity was interpolated from observed gravity values.
 PX0050
 PX0050;                    North         East    Units  Estimated Accuracy
 PX0050;SPC WYEC     -   544,100.      311,850.      MT  (+/- 180 meters Scaled)
 PX0050
 PX0050                          SUPERSEDED SURVEY CONTROL
 PX0050
 PX0050  NGVD 29 (??/??/92) 1384.069  (m)         4540.90   (f) ADJ UNCH    2 0
 PX0050
 PX0050.Superseded values are not recommended for survey control.
 PX0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0050.See file dsdata.txt to determine how the superseded data were derived.
 PX0050
 PX0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ034297(NAD 83)
 PX0050_MARKER: DB = BENCH MARK DISK
 PX0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0050_STAMPING: R 85 1934
 PX0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0050+STABILITY: SURFACE MOTION
 PX0050
 PX0050  HISTORY     - Date     Condition        Report By
 PX0050  HISTORY     - 1934     MONUMENTED       CGS
 PX0050
 PX0050                          STATION DESCRIPTION
 PX0050
 PX0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0050'20.5 MI W FROM GREYBULL.
 PX0050'IN BIG HORN COUNTY, ABOUT 32.6 MILES EAST ALONG U.S. HIGHWAY 20 FROM
 PX0050'THE POST OFFICE AT CODY, PARK COUNTY, ABOUT 20.5 MILES WEST OF
 PX0050'GREYBULL, BIG HORN COUNTY, ABOUT 29.2 MILES EAST OF THE JUNCTION OF
 PX0050'STATE HIGHWAY 420, ABOUT 0.3 MILE SOUTHWEST OF A FARMHOUSE, ABOUT
 PX0050'160.0 FEET NORTH OF THE SOUTH EDGE OF AN IRRIGATION DITCH, AT A SLIGHT
 PX0050'CURVE, AT A CONCRETE CULVERT, IN THE TOP OF THE WEST HEAD WALL, AND
 PX0050'17.3 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 PX0050'STAMPED R 85 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0054 ***********************************************************************
 PW0054  DESIGNATION -  R 86
 PW0054  PID         -  PW0054
 PW0054  STATE/COUNTY-  WY/SHERIDAN
 PW0054  USGS QUAD   -  CABIN CREEK SE (1971)
 PW0054
 PW0054                         *CURRENT SURVEY CONTROL
 PW0054  ___________________________________________________________________
 PW0054* NAD 83(1986)-  44 49 31.     (N)    106 05 01.     (W)     SCALED    
 PW0054* NAVD 88     -      1122.149  (meters)    3681.58   (feet)  ADJUSTED  
 PW0054  ___________________________________________________________________
 PW0054  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 PW0054  DYNAMIC HT  -        1121.797 (meters)    3680.43  (feet)  COMP
 PW0054  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 PW0054
 PW0054  VERT ORDER  -  SECOND    CLASS 0
 PW0054
 PW0054.The horizontal coordinates were scaled from a topographic map and have
 PW0054.an estimated accuracy of +/- 6 seconds.
 PW0054
 PW0054.The orthometric height was determined by differential leveling
 PW0054.and adjusted by the National Geodetic Survey in June 1991..
 PW0054
 PW0054.The geoid height was determined by GEOID03.
 PW0054
 PW0054.The dynamic height is computed by dividing the NAVD 88
 PW0054.geopotential number by the normal gravity value computed on the
 PW0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0054.degrees latitude (g = 980.6199 gals.).
 PW0054
 PW0054.The modeled gravity was interpolated from observed gravity values.
 PW0054
 PW0054;                    North         East    Units  Estimated Accuracy
 PW0054;SPC WYEC     -   581,210.      498,830.      MT  (+/- 180 meters Scaled)
 PW0054
 PW0054                          SUPERSEDED SURVEY CONTROL
 PW0054
 PW0054  NGVD 29 (??/??/92) 1121.514  (m)         3679.50   (f) ADJ UNCH    2 0
 PW0054
 PW0054.Superseded values are not recommended for survey control.
 PW0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0054.See file dsdata.txt to determine how the superseded data were derived.
 PW0054
 PW0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK143641(NAD 83)
 PW0054_MARKER: DB = BENCH MARK DISK
 PW0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0054_STAMPING: R 86 1934
 PW0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0054+STABILITY: SURFACE MOTION
 PW0054
 PW0054  HISTORY     - Date     Condition        Report By
 PW0054  HISTORY     - 1934     MONUMENTED       CGS
 PW0054  HISTORY     - 1953     GOOD             NGS
 PW0054
 PW0054                          STATION DESCRIPTION
 PW0054
 PW0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0054'13.5 MI N FROM ARVADA.
 PW0054'13.5 MILES NORTH ALONG THE ROAD LEADING TO MOORHEAD, MONTANA, FROM THE
 PW0054'POST OFFICE AT ARVADA, SHERIDAN COUNTY, 2.1 MILES SOUTHEAST OF K
 PW0054'RANCH, 0.2 MILE NORTHWEST OF POWDER RIVER, AT THE TOP OF A LONG HILL,
 PW0054'58.9 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET HIGHER
 PW0054'THAN THE ROAD.  A STANDARD DISK, STAMPED R 86 1934 AND SET IN THE TOP
 PW0054'OF A CONCRETE POST.
 PW0054
 PW0054                          STATION RECOVERY (1953)
 PW0054
 PW0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PW0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH7387 ***********************************************************************
 AH7387  DESIGNATION -  R 87 RESET
 AH7387  PID         -  AH7387
 AH7387  STATE/COUNTY-  WY/PLATTE
 AH7387  USGS QUAD   -  NATWICK (1981)
 AH7387
 AH7387                         *CURRENT SURVEY CONTROL
 AH7387  ___________________________________________________________________
 AH7387* NAD 83(1986)-  41 56 31.     (N)    105 05 39.     (W)     SCALED    
 AH7387* NAVD 88     -      1525.92   (meters)    5006.3    (feet)  RESET     
 AH7387  ___________________________________________________________________
 AH7387  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 AH7387
 AH7387  VERT ORDER  -  THIRD
 AH7387
 AH7387.The horizontal coordinates were scaled from a topographic map and have
 AH7387.an estimated accuracy of +/- 6 seconds.
 AH7387
 AH7387.The orthometric height was computed from unverified reset data.
 AH7387
 AH7387.The geoid height was determined by GEOID03.
 AH7387
 AH7387;                    North         East    Units  Estimated Accuracy
 AH7387;SPC WY E     -   160,130.      206,010.      MT  (+/- 180 meters Scaled)
 AH7387
 AH7387                          SUPERSEDED SURVEY CONTROL
 AH7387
 AH7387.No superseded survey control is available for this station.
 AH7387
 AH7387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG921433(NAD 83)
 AH7387_MARKER: DV = VERTICAL CONTROL DISK
 AH7387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7387_STAMPING: R 87 RESET 1995
 AH7387_MARK LOGO: NGS   
 AH7387_PROJECTION: FLUSH
 AH7387_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7387+STABILITY: SURFACE MOTION
 AH7387
 AH7387  HISTORY     - Date     Condition        Report By
 AH7387  HISTORY     - 1995     MONUMENTED       WYDT
 AH7387
 AH7387                          STATION DESCRIPTION
 AH7387
 AH7387'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1995 (SS)
 AH7387'5.94 MILES (9.56 KM) SOUTH ALONG INTERSTATE 25 FROM THE SOUTH
 AH7387'WHEATLAND EXIT AT MILE POST 78.93, THENCE 7.83 MILES (12.60 KM)
 AH7387'SOUTHWEST ALONG STATE HIGHWAY 34, .15 MILE (0.24 KM) SOUTHWEST OF THE
 AH7387'JUNCTION OF A DIRT ROAD SOUTHEAST, AND THE CROSSING OF A POWER LINE.
 AH7387'77 FEET (23.5 M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 34, 2.4 FEET
 AH7387'(0.7 M) NORTHWEST OF A FENCE LINE, 2 FEET (0.6 M) NORTHEAST OF A
 AH7387'WITNESS POST, 86.5 FEET (26.4 M) SOUTHWEST OF A POWER POLE, ABOUT
 AH7387'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AH7387'PROJECTING 0.4 FOOT (12.2 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0180 ***********************************************************************
 MO0180  DESIGNATION -  R 89
 MO0180  PID         -  MO0180
 MO0180  STATE/COUNTY-  WY/LARAMIE
 MO0180  USGS QUAD   -  POLE CREEK RANCH (1991)
 MO0180
 MO0180                         *CURRENT SURVEY CONTROL
 MO0180  ___________________________________________________________________
 MO0180* NAD 83(1986)-  41 18 13.     (N)    104 43 26.     (W)     SCALED    
 MO0180* NAVD 88     -      1829.698  (meters)    6002.93   (feet)  ADJUSTED  
 MO0180  ___________________________________________________________________
 MO0180  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 MO0180  DYNAMIC HT  -        1828.150 (meters)    5997.86  (feet)  COMP
 MO0180  MODELED GRAV-     979,712.4   (mgal)                       NAVD 88
 MO0180
 MO0180  VERT ORDER  -  SECOND    CLASS 0
 MO0180
 MO0180.The horizontal coordinates were scaled from a topographic map and have
 MO0180.an estimated accuracy of +/- 6 seconds.
 MO0180
 MO0180.The orthometric height was determined by differential leveling
 MO0180.and adjusted by the National Geodetic Survey in June 1991..
 MO0180
 MO0180.The geoid height was determined by GEOID03.
 MO0180
 MO0180.The dynamic height is computed by dividing the NAVD 88
 MO0180.geopotential number by the normal gravity value computed on the
 MO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0180.degrees latitude (g = 980.6199 gals.).
 MO0180
 MO0180.The modeled gravity was interpolated from observed gravity values.
 MO0180
 MO0180;                    North         East    Units  Estimated Accuracy
 MO0180;SPC WY E     -    89,330.      237,080.      MT  (+/- 180 meters Scaled)
 MO0180
 MO0180                          SUPERSEDED SURVEY CONTROL
 MO0180
 MO0180  NGVD 29 (??/??/92) 1828.716  (m)         5999.71   (f) ADJ UNCH    2 0
 MO0180
 MO0180.Superseded values are not recommended for survey control.
 MO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0180.See file dsdata.txt to determine how the superseded data were derived.
 MO0180
 MO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF231724(NAD 83)
 MO0180_MARKER: DB = BENCH MARK DISK
 MO0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0180_STAMPING: R 89 1934
 MO0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0180+STABILITY: SURFACE MOTION
 MO0180
 MO0180  HISTORY     - Date     Condition        Report By
 MO0180  HISTORY     - 1934     MONUMENTED       CGS
 MO0180  HISTORY     - 1959     MARK NOT FOUND   NGS
 MO0180
 MO0180                          STATION DESCRIPTION
 MO0180
 MO0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0180'14.1 MI NE FROM CHEYENNE.
 MO0180'14.1 MILES NORTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 MO0180'AT CHEYENNE, OPPOSITE A LARGE DAM, 3 FEET NORTHWEST OF A PROPERTY
 MO0180'LINE, 49.4 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 MO0180'1.0 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED R 89
 MO0180'1934 AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 MO0180'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0086 ***********************************************************************
 PY0086  DESIGNATION -  R 9
 PY0086  PID         -  PY0086
 PY0086  STATE/COUNTY-  WY/PARK
 PY0086  USGS QUAD   -  MADISON JUNCTION (1986)
 PY0086
 PY0086                         *CURRENT SURVEY CONTROL
 PY0086  ___________________________________________________________________
 PY0086* NAD 83(1986)-  44 38 34.     (N)    110 51 46.     (W)     SCALED    
 PY0086* NAVD 88     -      2075.870  (meters)    6810.58   (feet)  POSTED    
 PY0086  ___________________________________________________________________
 PY0086  GEOID HEIGHT-          -8.79  (meters)                     GEOID03
 PY0086  DYNAMIC HT  -        2074.640 (meters)    6806.55  (feet)  COMP
 PY0086  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 PY0086
 PY0086  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0086
 PY0086.The horizontal coordinates were scaled from a topographic map and have
 PY0086.an estimated accuracy of +/- 6 seconds.
 PY0086
 PY0086.The orthometric height was determined by differential leveling
 PY0086.and adjusted by the National Geodetic Survey in 1992..
 PY0086.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0086.rate of 0.0 thru 1.0 mm/km.
 PY0086
 PY0086.The geoid height was determined by GEOID03.
 PY0086
 PY0086.The dynamic height is computed by dividing the NAVD 88
 PY0086.geopotential number by the normal gravity value computed on the
 PY0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0086.degrees latitude (g = 980.6199 gals.).
 PY0086
 PY0086.The modeled gravity was interpolated from observed gravity values.
 PY0086
 PY0086;                    North         East    Units  Estimated Accuracy
 PY0086;SPC WYWC     -   462,340.      432,390.      MT  (+/- 180 meters Scaled)
 PY0086
 PY0086                          SUPERSEDED SURVEY CONTROL
 PY0086
 PY0086  NGVD 29 (??/??/92) 2074.359  (m)         6805.63   (f) ADJ UNCH    1 2
 PY0086
 PY0086.Superseded values are not recommended for survey control.
 PY0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0086.See file dsdata.txt to determine how the superseded data were derived.
 PY0086
 PY0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ108432(NAD 83)
 PY0086_MARKER: DB = BENCH MARK DISK
 PY0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0086_STAMPING: R 9 1923 6805.882
 PY0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0086+STABILITY: SURFACE MOTION
 PY0086
 PY0086  HISTORY     - Date     Condition        Report By
 PY0086  HISTORY     - 1923     MONUMENTED       CGS
 PY0086  HISTORY     - 1960     GOOD             NGS
 PY0086  HISTORY     - 1983     MARK NOT FOUND   NGS
 PY0086
 PY0086                          STATION DESCRIPTION
 PY0086
 PY0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0086'13.1 MI SW FROM NORRIS.
 PY0086'ABOUT 13.1 MILES SOUTHWEST ALONG THE NORRIS JUNCTION-MADISON JUNCTION
 PY0086'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, OR 13.7 MILES EAST ALONG
 PY0086'THE MADISON JUNCTION-WEST ENTRANCE HIGHWAY FROM THE UNION PACIFIC
 PY0086'RAILROAD STATION AT WEST YELLOWSTONE, AT MADISON JUNCTION, 0.1 MILE
 PY0086'NORTH OF A CONCRETE BRIDGE OVER THE MADISON RIVER, AT THE NORTHEAST
 PY0086'CORNER OF A TRIANGULAR PLOT OF GROUND FORMED BY A ROAD JUNCTION, 26
 PY0086'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD ON THE NORTHWEST SIDE OF
 PY0086'THE TRIANGLE, 20 FEET WEST OF THE CENTER LINE OF THE ROAD ON THE EAST
 PY0086'SIDE OF THE TRIANGLE, 93 YARDS NORTHWEST OF A MUSEUM BUILDING, 5 1/2
 PY0086'FEET SOUTH-SOUTHWEST OF A LONE 10-INCH PINE TREE, AND IN THE TOP OF A
 PY0086'CONCRETE POST PROJECTING 10 INCHES.  NOTE-- THIS MARK WAS LEANING TO
 PY0086'THE WEST WHEN RECOVERED.
 PY0086
 PY0086                          STATION RECOVERY (1983)
 PY0086
 PY0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0103 ***********************************************************************
 MO0103  DESIGNATION -  R 90
 MO0103  PID         -  MO0103
 MO0103  STATE/COUNTY-  WY/LARAMIE
 MO0103  USGS QUAD   -  HILLSDALE (1963)
 MO0103
 MO0103                         *CURRENT SURVEY CONTROL
 MO0103  ___________________________________________________________________
 MO0103* NAD 83(1986)-  41 12 08.     (N)    104 24 28.     (W)     SCALED    
 MO0103* NAVD 88     -      1688.284  (meters)    5538.98   (feet)  ADJUSTED  
 MO0103  ___________________________________________________________________
 MO0103  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 MO0103  DYNAMIC HT  -        1686.895 (meters)    5534.42  (feet)  COMP
 MO0103  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 MO0103
 MO0103  VERT ORDER  -  SECOND    CLASS 0
 MO0103
 MO0103.The horizontal coordinates were scaled from a topographic map and have
 MO0103.an estimated accuracy of +/- 6 seconds.
 MO0103
 MO0103.The orthometric height was determined by differential leveling
 MO0103.and adjusted by the National Geodetic Survey in June 1991..
 MO0103
 MO0103.The geoid height was determined by GEOID03.
 MO0103
 MO0103.The dynamic height is computed by dividing the NAVD 88
 MO0103.geopotential number by the normal gravity value computed on the
 MO0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0103.degrees latitude (g = 980.6199 gals.).
 MO0103
 MO0103.The modeled gravity was interpolated from observed gravity values.
 MO0103
 MO0103;                    North         East    Units  Estimated Accuracy
 MO0103;SPC WY E     -    78,260.      263,650.      MT  (+/- 180 meters Scaled)
 MO0103
 MO0103                          SUPERSEDED SURVEY CONTROL
 MO0103
 MO0103  NGVD 29 (??/??/92) 1687.360  (m)         5535.95   (f) ADJ UNCH    2 0
 MO0103
 MO0103.Superseded values are not recommended for survey control.
 MO0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0103.See file dsdata.txt to determine how the superseded data were derived.
 MO0103
 MO0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF496613(NAD 83)
 MO0103_MARKER: DB = BENCH MARK DISK
 MO0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0103_SP_SET: TRESTLE
 MO0103_STAMPING: R 90 1934
 MO0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0103
 MO0103  HISTORY     - Date     Condition        Report By
 MO0103  HISTORY     - UNK      MONUMENTED       CGS
 MO0103  HISTORY     - 1934     GOOD             NGS
 MO0103
 MO0103                          STATION DESCRIPTION
 MO0103
 MO0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MO0103'2.6 MI W FROM BURNS.
 MO0103'2.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0103'AT BURNS, 7 1/2 POLES EAST OF MILEPOST 486, AT RAILROAD TRESTLE
 MO0103'485.83, 7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 MO0103'2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MO0103'SOUTHEAST CONCRETE WINGWALL OF THE TRESTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0123 ***********************************************************************
 MO0123  DESIGNATION -  R 91
 MO0123  PID         -  MO0123
 MO0123  STATE/COUNTY-  WY/LARAMIE
 MO0123  USGS QUAD   -  CARPENTER (1991)
 MO0123
 MO0123                         *CURRENT SURVEY CONTROL
 MO0123  ___________________________________________________________________
 MO0123* NAD 83(1986)-  41 02 43.     (N)    104 22 00.     (W)     SCALED    
 MO0123* NAVD 88     -      1657.715  (meters)    5438.69   (feet)  ADJUSTED  
 MO0123  ___________________________________________________________________
 MO0123  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 MO0123  DYNAMIC HT  -        1656.348 (meters)    5434.20  (feet)  COMP
 MO0123  MODELED GRAV-     979,741.0   (mgal)                       NAVD 88
 MO0123
 MO0123  VERT ORDER  -  SECOND    CLASS 0
 MO0123
 MO0123.The horizontal coordinates were scaled from a topographic map and have
 MO0123.an estimated accuracy of +/- 6 seconds.
 MO0123
 MO0123.The orthometric height was determined by differential leveling
 MO0123.and adjusted by the National Geodetic Survey in June 1991..
 MO0123
 MO0123.The geoid height was determined by GEOID03.
 MO0123
 MO0123.The dynamic height is computed by dividing the NAVD 88
 MO0123.geopotential number by the normal gravity value computed on the
 MO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0123.degrees latitude (g = 980.6199 gals.).
 MO0123
 MO0123.The modeled gravity was interpolated from observed gravity values.
 MO0123
 MO0123;                    North         East    Units  Estimated Accuracy
 MO0123;SPC WY E     -    60,860.      267,260.      MT  (+/- 180 meters Scaled)
 MO0123
 MO0123                          SUPERSEDED SURVEY CONTROL
 MO0123
 MO0123  NGVD 29 (??/??/92) 1656.819  (m)         5435.75   (f) ADJ UNCH    2 0
 MO0123
 MO0123.Superseded values are not recommended for survey control.
 MO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0123.See file dsdata.txt to determine how the superseded data were derived.
 MO0123
 MO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF532439(NAD 83)
 MO0123_MARKER: DB = BENCH MARK DISK
 MO0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0123_STAMPING: R 209 1934
 MO0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0123+STABILITY: SURFACE MOTION
 MO0123
 MO0123  HISTORY     - Date     Condition        Report By
 MO0123  HISTORY     - 1934     MONUMENTED       CGS
 MO0123  HISTORY     - 1963     GOOD             NGS
 MO0123
 MO0123                          STATION DESCRIPTION
 MO0123
 MO0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 MO0123'AT CARPENTER.
 MO0123'AT CARPENTER, LARAMIE COUNTY, 214 FT SE DRIVEWAY GRADE CROSSING,
 MO0123'62 FT NW SWITCH FOR SIDING, 40.2 FT W OF W RAIL, AND 12.6 FT E
 MO0123'OF A FENCE.  A STANDARD DISK STAMPED R 209 1934 AND SET IN THE
 MO0123'TOP OF A CONCRETE POST.  NOTE-- THIS BM HAS ERRONEOUSLY BEEN
 MO0123'STAMPED R 209 1934.  THE ABOVE DESCRIPTION AND THE ELEVATION
 MO0123'IS FOR BENCH MARK R 91 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0277 ***********************************************************************
 MO0277  DESIGNATION -  R 92
 MO0277  PID         -  MO0277
 MO0277  STATE/COUNTY-  WY/PLATTE
 MO0277  USGS QUAD   -  CHUGWATER (1990)
 MO0277
 MO0277                         *CURRENT SURVEY CONTROL
 MO0277  ___________________________________________________________________
 MO0277* NAD 83(1986)-  41 51 45.     (N)    104 49 17.     (W)     SCALED    
 MO0277* NAVD 88     -      1527.324  (meters)    5010.90   (feet)  ADJUSTED  
 MO0277  ___________________________________________________________________
 MO0277  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 MO0277  DYNAMIC HT  -        1526.264 (meters)    5007.42  (feet)  COMP
 MO0277  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 MO0277
 MO0277  VERT ORDER  -  FIRST     CLASS II
 MO0277
 MO0277.The horizontal coordinates were scaled from a topographic map and have
 MO0277.an estimated accuracy of +/- 6 seconds.
 MO0277
 MO0277.The orthometric height was determined by differential leveling
 MO0277.and adjusted by the National Geodetic Survey in June 1991..
 MO0277
 MO0277.The geoid height was determined by GEOID03.
 MO0277
 MO0277.The dynamic height is computed by dividing the NAVD 88
 MO0277.geopotential number by the normal gravity value computed on the
 MO0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0277.degrees latitude (g = 980.6199 gals.).
 MO0277
 MO0277.The modeled gravity was interpolated from observed gravity values.
 MO0277
 MO0277;                    North         East    Units  Estimated Accuracy
 MO0277;SPC WY E     -   151,360.      228,670.      MT  (+/- 180 meters Scaled)
 MO0277
 MO0277                          SUPERSEDED SURVEY CONTROL
 MO0277
 MO0277  NGVD 29 (??/??/92) 1526.483  (m)         5008.14   (f) ADJ UNCH    1 2
 MO0277
 MO0277.Superseded values are not recommended for survey control.
 MO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0277.See file dsdata.txt to determine how the superseded data were derived.
 MO0277
 MO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG148345(NAD 83)
 MO0277_MARKER: DB = BENCH MARK DISK
 MO0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0277_STAMPING: R 92 1934
 MO0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0277+STABILITY: SURFACE MOTION
 MO0277
 MO0277  HISTORY     - Date     Condition        Report By
 MO0277  HISTORY     - 1934     MONUMENTED       CGS
 MO0277  HISTORY     - 1954     GOOD             NGS
 MO0277
 MO0277                          STATION DESCRIPTION
 MO0277
 MO0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0277'0.6 MI S FROM SLATER.
 MO0277'0.65 MILE SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 MO0277'POST OFFICE AT SLATER, 52 FEET SOUTHEAST OF MILEPOST 197, 47 FEET
 MO0277'EAST OF THE EAST RAIL, 48 FEET NORTHEAST OF THE EAST END OF A
 MO0277'24 INCH CULVERT, 1 FOOT WEST OF A FENCE, SET IN THE TOP OF A
 MO0277'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  IN
 MO0277'SECTION 19, TOWNSHIP 22 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0801 ***********************************************************************
 NQ0801  DESIGNATION -  R 95 RESET
 NQ0801  PID         -  NQ0801
 NQ0801  STATE/COUNTY-  WY/GOSHEN
 NQ0801  USGS QUAD   -  HILEMAN DRAW (1977)
 NQ0801
 NQ0801                         *CURRENT SURVEY CONTROL
 NQ0801  ___________________________________________________________________
 NQ0801* NAD 83(1986)-  42 32 24.     (N)    104 22 03.     (W)     SCALED    
 NQ0801* NAVD 88     -      1475.86   (meters)    4842.1    (feet)  RESET     
 NQ0801  ___________________________________________________________________
 NQ0801  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 NQ0801
 NQ0801  VERT ORDER  -  THIRD
 NQ0801
 NQ0801.The horizontal coordinates were scaled from a topographic map and have
 NQ0801.an estimated accuracy of +/- 6 seconds.
 NQ0801
 NQ0801.The orthometric height was computed from unverified reset data.
 NQ0801
 NQ0801.The geoid height was determined by GEOID03.
 NQ0801
 NQ0801;                    North         East    Units  Estimated Accuracy
 NQ0801;SPC WY E     -   226,870.      265,650.      MT  (+/- 180 meters Scaled)
 NQ0801
 NQ0801                          SUPERSEDED SURVEY CONTROL
 NQ0801
 NQ0801  NGVD 29 (03/28/06) 1475.13   (m)         4839.7    (f) RESET       3  
 NQ0801
 NQ0801.Superseded values are not recommended for survey control.
 NQ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0801.See file dsdata.txt to determine how the superseded data were derived.
 NQ0801
 NQ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH519099(NAD 83)
 NQ0801_MARKER: DV = VERTICAL CONTROL DISK
 NQ0801_SETTING: 0 = UNSPECIFIED SETTING
 NQ0801_MARK LOGO: NGS   
 NQ0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0801
 NQ0801  HISTORY     - Date     Condition        Report By
 NQ0801  HISTORY     - 1987     MONUMENTED       WYDT
 NQ0801
 NQ0801                          STATION DESCRIPTION
 NQ0801
 NQ0801'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1987
 NQ0801'5.4 MILES (8.7 KM) NORTH ALONG US HIGHWAY 85 FROM JAY EM, 0.15 MILE
 NQ0801'(0.24 KM) NORTH OF A CROSS ROAD, ON THE THE SECOND SMALL KNOLL NORTH
 NQ0801'OF THE CROSS ROAD, 75 FEET (22.9 M) RIGHT OF US 85 CENTERLINE STATION
 NQ0801'250+25 UNDER THE RIGHT-OF-WAY FENCE, LINGLE-LUSK HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0060 ***********************************************************************
 MO0060  DESIGNATION -  R 96
 MO0060  PID         -  MO0060
 MO0060  STATE/COUNTY-  WY/LARAMIE
 MO0060  USGS QUAD   -  ALBIN (1991)
 MO0060
 MO0060                         *CURRENT SURVEY CONTROL
 MO0060  ___________________________________________________________________
 MO0060* NAD 83(1986)-  41 28 13.     (N)    104 05 50.     (W)     SCALED    
 MO0060* NAVD 88     -      1620.672  (meters)    5317.15   (feet)  ADJUSTED  
 MO0060  ___________________________________________________________________
 MO0060  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MO0060  DYNAMIC HT  -        1619.426 (meters)    5313.07  (feet)  COMP
 MO0060  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 MO0060
 MO0060  VERT ORDER  -  SECOND    CLASS 0
 MO0060
 MO0060.The horizontal coordinates were scaled from a topographic map and have
 MO0060.an estimated accuracy of +/- 6 seconds.
 MO0060
 MO0060.The orthometric height was determined by differential leveling
 MO0060.and adjusted by the National Geodetic Survey in June 1991..
 MO0060
 MO0060.The geoid height was determined by GEOID03.
 MO0060
 MO0060.The dynamic height is computed by dividing the NAVD 88
 MO0060.geopotential number by the normal gravity value computed on the
 MO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0060.degrees latitude (g = 980.6199 gals.).
 MO0060
 MO0060.The modeled gravity was interpolated from observed gravity values.
 MO0060
 MO0060;                    North         East    Units  Estimated Accuracy
 MO0060;SPC WY E     -   108,300.      289,330.      MT  (+/- 180 meters Scaled)
 MO0060
 MO0060                          SUPERSEDED SURVEY CONTROL
 MO0060
 MO0060  NGVD 29 (??/??/92) 1619.810  (m)         5314.33   (f) ADJ UNCH    2 0
 MO0060
 MO0060.Superseded values are not recommended for survey control.
 MO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0060.See file dsdata.txt to determine how the superseded data were derived.
 MO0060
 MO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF753913(NAD 83)
 MO0060_MARKER: DB = BENCH MARK DISK
 MO0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0060_STAMPING: R 96 1934
 MO0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0060+STABILITY: SURFACE MOTION
 MO0060
 MO0060  HISTORY     - Date     Condition        Report By
 MO0060  HISTORY     - 1934     MONUMENTED       CGS
 MO0060
 MO0060                          STATION DESCRIPTION
 MO0060
 MO0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0060'3.9 MI N FROM ALBIN.
 MO0060'3.9 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0060'AT ALBIN, 130 FEET SOUTHEAST OF CULVERT 25.68, ON A FLAT PIECE
 MO0060'OF LAND, 42.9 FEET EAST OF THE EAST RAIL, 22.7 FEET EAST OF THE
 MO0060'NEAREST ONE TO THE TRACK OF THREE SMALL PINE TREES, 17.8 FEET
 MO0060'SOUTH OF THE SMALL PINE TREE ON THE EDGE OF A BLUFF, 7.3 FEET
 MO0060'NORTHEAST OF THE SOUTH ONE OF THREE SMALL PINE TREES, AND IN A
 MO0060'ROCK OUTCROP.  A STANDARD DISK, STAMPED R 96 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0042 ***********************************************************************
 MO0042  DESIGNATION -  R 99
 MO0042  PID         -  MO0042
 MO0042  STATE/COUNTY-  WY/GOSHEN
 MO0042  USGS QUAD   -  HAWK SPRINGS (1990)
 MO0042
 MO0042                         *CURRENT SURVEY CONTROL
 MO0042  ___________________________________________________________________
 MO0042* NAD 83(1986)-  41 49 40.     (N)    104 20 53.     (W)     SCALED    
 MO0042* NAVD 88     -      1334.978  (meters)    4379.84   (feet)  ADJUSTED  
 MO0042  ___________________________________________________________________
 MO0042  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 MO0042  DYNAMIC HT  -        1334.077 (meters)    4376.88  (feet)  COMP
 MO0042  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 MO0042
 MO0042  VERT ORDER  -  SECOND    CLASS 0
 MO0042
 MO0042.The horizontal coordinates were scaled from a topographic map and have
 MO0042.an estimated accuracy of +/- 6 seconds.
 MO0042
 MO0042.The orthometric height was determined by differential leveling
 MO0042.and adjusted by the National Geodetic Survey in June 1991..
 MO0042
 MO0042.The geoid height was determined by GEOID03.
 MO0042
 MO0042.The dynamic height is computed by dividing the NAVD 88
 MO0042.geopotential number by the normal gravity value computed on the
 MO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0042.degrees latitude (g = 980.6199 gals.).
 MO0042
 MO0042.The modeled gravity was interpolated from observed gravity values.
 MO0042
 MO0042;                    North         East    Units  Estimated Accuracy
 MO0042;SPC WY E     -   147,770.      268,000.      MT  (+/- 180 meters Scaled)
 MO0042
 MO0042                          SUPERSEDED SURVEY CONTROL
 MO0042
 MO0042  NGVD 29 (??/??/92) 1334.193  (m)         4377.26   (f) ADJ UNCH    2 0
 MO0042
 MO0042.Superseded values are not recommended for survey control.
 MO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0042.See file dsdata.txt to determine how the superseded data were derived.
 MO0042
 MO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG541308(NAD 83)
 MO0042_MARKER: DB = BENCH MARK DISK
 MO0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0042_STAMPING: R 99 1934
 MO0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0042+STABILITY: SURFACE MOTION
 MO0042
 MO0042  HISTORY     - Date     Condition        Report By
 MO0042  HISTORY     - 1934     MONUMENTED       CGS
 MO0042
 MO0042                          STATION DESCRIPTION
 MO0042
 MO0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0042'4.5 MI NW FROM HAWK SPRINGS.
 MO0042'3 MILES NORTH AND 4.2 MILES WEST ALONG THE COUNTY ROAD LEADING
 MO0042'TO CHUGWATER FROM HAWK SPRINGS, GOSHEN COUNTY, 38 FEET NORTHWEST
 MO0042'OF THE NORTHWEST CORNER OF A BRIDGE OVER AN IRRIGATION DITCH,
 MO0042'39 FEET WEST OF THE CENTERLINE OF THE DITCH, 38 FEET NORTH OF
 MO0042'THE CENTERLINE OF THE ROAD, AND 7 FEET NORTHWEST OF A FENCE
 MO0042'CORNER.  A STANDARD DISK, STAMPED R 99 1934 AND SET IN THE TOP
 MO0042'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1038 ***********************************************************************
 MO1038  DESIGNATION -  RABBIT
 MO1038  PID         -  MO1038
 MO1038  STATE/COUNTY-  WY/LARAMIE
 MO1038  USGS QUAD   -  BURNS (1991)
 MO1038
 MO1038                         *CURRENT SURVEY CONTROL
 MO1038  ___________________________________________________________________
 MO1038* NAD 83(1993)-  41 13 59.72124(N)    104 19 46.25744(W)     ADJUSTED  
 MO1038* NAVD 88     -      1583.     (meters)    5194.     (feet)  SCALED    
 MO1038  ___________________________________________________________________
 MO1038  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 MO1038  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 MO1038
 MO1038  HORZ ORDER  -  SECOND
 MO1038
 MO1038.The horizontal coordinates were established by classical geodetic methods
 MO1038.and adjusted by the National Geodetic Survey in January 1997..
 MO1038
 MO1038.The orthometric height was scaled from a topographic map.
 MO1038
 MO1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1038
 MO1038.The geoid height was determined by GEOID03.
 MO1038
 MO1038;                    North         East     Units Scale Factor Converg.
 MO1038;SPC WY E     -    81,761.908   270,180.883   MT  0.99999810   +0 33 06.5
 MO1038;UTM  13      - 4,564,867.911   556,189.643   MT  0.99963886   +0 26 31.0
 MO1038
 MO1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1038!SPC WY E     -   0.99975455  x   0.99999810  =   0.99975265
 MO1038!UTM  13      -   0.99975455  x   0.99963886  =   0.99939350
 MO1038
 MO1038|---------------------------------------------------------------------|
 MO1038| PID    Reference Object                     Distance      Geod. Az  |
 MO1038|                                                           dddmmss.s |
 MO1038| CQ4716 RABBIT RM 1                          16.502 METERS 07910     |
 MO1038| MO1039 BURNS MUNICIPAL TANK                APPROX. 5.1 KM 2070854.3 |
 MO1038| CQ4717 RABBIT RM 2                          20.433 METERS 20933     |
 MO1038| CQ4715 RABBIT AZ MK                                       2493829.2 |
 MO1038|---------------------------------------------------------------------|
 MO1038
 MO1038                          SUPERSEDED SURVEY CONTROL
 MO1038
 MO1038  NAD 83(1986)-  41 13 59.71108(N)    104 19 46.25604(W) AD(       ) 2
 MO1038  NAD 27      -  41 13 59.78250(N)    104 19 44.41080(W) AD(       ) 2
 MO1038
 MO1038.Superseded values are not recommended for survey control.
 MO1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1038.See file dsdata.txt to determine how the superseded data were derived.
 MO1038
 MO1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF5619064868(NAD 83)
 MO1038_MARKER: DS = TRIANGULATION STATION DISK
 MO1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1038
 MO1038  HISTORY     - Date     Condition        Report By
 MO1038  HISTORY     - 1963     MONUMENTED       CGS
 MO1038
 MO1038                          STATION DESCRIPTION
 MO1038
 MO1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1038'THE STATION IS 2-3/4 MILE NORTH AND 1-1/2 MILES EAST OF BURNS,
 MO1038'IN THE SOUTHWEST QUARTER OF SECTION 28, T 15 N, R 62 W AND IN
 MO1038'PASTURE LAND OWNED BY A.W. AND ROBERT STEEGE.
 MO1038'
 MO1038'TO REACH THE STATION FROM THE POST OFFICE IN BURNS, GO NORTH
 MO1038'ON A SURFACED ROAD FOR 0.15 MILE TO A ROAD FORK.  BEAR RIGHT
 MO1038'AND GO NORTHERLY ON A SURFACED ROAD FOR 2.95 MILES TO A SIDE ROAD
 MO1038'ON THE RIGHT.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 150
 MO1038'FEET TO A GATE.  PASS THROUGH THE GATE AND CONTINUE EAST ON THE
 MO1038'GRAVEL ROAD FOR 0.5 MILE TO A GATE AND THE AZIMUTH MARK ON THE
 MO1038'RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST ON THE GRAVEL
 MO1038'ROAD FOR 0.45 MILE TO A GATE.  PASS THROUGH THE GATE, THEN
 MO1038'TURN LEFT AND GO NORTH ON A TRACK ROAD FOR 0.25 MILE TO THE
 MO1038'TOP OF A SMALL HILL AND THE STATION.
 MO1038'
 MO1038'STATION MARKS ARE STANDARD DISKS STAMPED RABBIT 1963.  THE
 MO1038'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1038'SURFACE OF THE GROUND.  IT IS 119 FEET EAST OF A FENCE AND
 MO1038'82 FEET NORTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 MO1038'IRREGULAR MASS OF CONCRETE 41 INCHES BELOW THE SURFACE OF THE
 MO1038'GROUND.
 MO1038'
 MO1038'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RABBIT NO 1 1963,
 MO1038'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 MO1038'THE SURFACE OF THE GROUND.  IT IS 32 FEET NORTH OF THE FENCE.
 MO1038'
 MO1038'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RABBIT NO 2 1963,
 MO1038'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1038'THE GROUND.  IT IS 87 FEET EAST OF A NORTH-END GATE POST.
 MO1038'
 MO1038'AZIMUTH MARK, A STANDARD DISK STAMPED RABBIT 1963, IS SET IN A
 MO1038'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE
 MO1038'OF THE GROUND.  IT IS 30 FEET SOUTH OF THE CENTER OF THE GRAVEL
 MO1038'ROAD, 7.5 FEET EAST OF A CORNER FENCE POST, 3.4 FEET EAST OF
 MO1038'A METAL WITNESS POST AND 1.5 FEET NORTH OF A FENCE.
 MO1038'
 MO1038'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0412 ***********************************************************************
 NR0412  DESIGNATION -  RADAR
 NR0412  PID         -  NR0412
 NR0412  STATE/COUNTY-  WY/NATRONA
 NR0412  USGS QUAD   -  MC RAE GAP (1984)
 NR0412
 NR0412                         *CURRENT SURVEY CONTROL
 NR0412  ___________________________________________________________________
 NR0412* NAD 83(1993)-  42 55 14.18788(N)    107 20 25.22923(W)     ADJUSTED  
 NR0412* NAVD 88     -      2046.9    (meters)    6716.     (feet)  VERTCON   
 NR0412  ___________________________________________________________________
 NR0412  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 NR0412  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 NR0412
 NR0412  HORZ ORDER  -  THIRD
 NR0412
 NR0412.The horizontal coordinates were established by classical geodetic methods
 NR0412.and adjusted by the National Geodetic Survey in January 1997..
 NR0412
 NR0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0412
 NR0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0412
 NR0412.The geoid height was determined by GEOID03.
 NR0412
 NR0412;                    North         East     Units Scale Factor Converg.
 NR0412;SPC WYEC     -   368,834.512   399,427.852   MT  0.99993750   -0 00 17.2
 NR0412;UTM  13      - 4,754,655.769   308,993.268   MT  1.00004885   -1 35 39.2
 NR0412
 NR0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0412!SPC WYEC     -   0.99968114  x   0.99993750  =   0.99961866
 NR0412!UTM  13      -   0.99968114  x   1.00004885  =   0.99972998
 NR0412
 NR0412:                Primary Azimuth Mark                     Grid Az
 NR0412:SPC WYEC     -  VILLE                                    253 35 41.2
 NR0412:UTM  13      -  VILLE                                    255 11 03.2
 NR0412
 NR0412|---------------------------------------------------------------------|
 NR0412| PID    Reference Object                     Distance      Geod. Az  |
 NR0412|                                                           dddmmss.s |
 NR0412| NR0424 VILLE                               APPROX. 4.0 KM 2533524.0 |
 NR0412|---------------------------------------------------------------------|
 NR0412
 NR0412                          SUPERSEDED SURVEY CONTROL
 NR0412
 NR0412  NAD 83(1986)-  42 55 14.18211(N)    107 20 25.22809(W) AD(       ) 3
 NR0412  NAD 27      -  42 55 14.34490(N)    107 20 23.00070(W) AD(       ) 3
 NR0412  NGVD 29 (07/19/86) 2045.9    (m)         6712.     (f) VERT ANG       
 NR0412
 NR0412.Superseded values are not recommended for survey control.
 NR0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0412.See file dsdata.txt to determine how the superseded data were derived.
 NR0412
 NR0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0899354656(NAD 83)
 NR0412
 NR0412  HISTORY     - Date     Condition        Report By
 NR0412  HISTORY     - 1950     MONUMENTED       USGS
 NR0412  HISTORY     - 1957     GOOD             USGS
 NR0412
 NR0412                          STATION DESCRIPTION
 NR0412
 NR0412'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NR0412'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NR0412'
 NR0412'STATION LIES ABOUT 10 MI. S. AND 8 MI. W. OF WALTMAN, WYOMING, ON TOP
 NR0412'OF HIGHEST KNOLL OF GROUP OF SMALL KNOLLS BEFORE REACHING CYCLONE
 NR0412'RIDGE.
 NR0412'
 NR0412'TO REACH STATION FROM HARTS STORE AT WALTMAN, PROCEED SOUTHWESTERLY
 NR0412'ALONG DIRT RD. 1.1 MI. TO FORKS, THENCE RIGHT (SW.) 12.3 MI. TO A
 NR0412'LARGE DRAIN CROSSING RD. AND A GATE ON THE LEFT, PROCEED LEFT THROUGH
 NR0412'GATE ALONG DIM RD. 0.2 MI., THENCE RIGHT ACROSS LARGE DRAIN FOLLOWING
 NR0412'DOZED RD. E. FOR 1.5 MI. TO FORKS, THENCE LEFT FOLLOWING DOZED RD. E.
 NR0412'AND N. 1.1 MI. TO HIGHEST POINT AND STATION.
 NR0412'
 NR0412'STATION MARK--A STANDARD TABLET SET IN OUTCROP OF SOFT SANDSTONE, AND
 NR0412'STAMPED ---RADAR 1950---.
 NR0412'
 NR0412'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET SET IN THE TOP OF A
 NR0412'6 X 6 IN. CONCRETE POST, AND STAMPED ---RADAR NO. 1 1950---, DISTANT
 NR0412'64.92 FT. (SLOPE DISTANCE), S 35 DEG 29 MIN W,
 NR0412'FROM STATION.
 NR0412'
 NR0412'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET SET IN LEDGE ROCK,
 NR0412'AND STAMPED ---RADAR NO. 2 1950---, DISTANT 66.78 FT. (SLOPE
 NR0412'DISTANCE), N 54 DEG 56 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1213 ***********************************************************************
 MO1213  DESIGNATION -  RADIO STATION KFBC MAST
 MO1213  PID         -  MO1213
 MO1213  STATE/COUNTY-  WY/LARAMIE
 MO1213  USGS QUAD   -  EMKAY (1978)
 MO1213
 MO1213                         *CURRENT SURVEY CONTROL
 MO1213  ___________________________________________________________________
 MO1213* NAD 83(1993)-  41 06 00.34887(N)    105 00 25.06382(W)     ADJUSTED  
 MO1213* NAVD 88     -                                                        
 MO1213  ___________________________________________________________________
 MO1213  LAPLACE CORR-         -14.70  (seconds)                    DEFLEC99
 MO1213  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 MO1213
 MO1213  HORZ ORDER  -  THIRD
 MO1213
 MO1213.The horizontal coordinates were established by classical geodetic methods
 MO1213.and adjusted by the National Geodetic Survey in January 1997..
 MO1213
 MO1213
 MO1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1213
 MO1213.The geoid height was determined by GEOID03.
 MO1213
 MO1213;                    North         East     Units Scale Factor Converg.
 MO1213;SPC WY E     -    66,648.916   213,415.583   MT  0.99993971   +0 06 18.0
 MO1213;SPC CO N     -   501,094.405   955,823.391   MT  1.00006678   +0 19 06.8
 MO1213;SPC CO N     - 1,644,007.23  3,135,897.24   sFT  1.00006678   +0 19 06.8
 MO1213;UTM  13      - 4,549,868.888   499,415.357   MT  0.99960000   -0 00 16.5
 MO1213
 MO1213                          SUPERSEDED SURVEY CONTROL
 MO1213
 MO1213  NAD 83(1993)-  41 06 00.33350(N)    105 00 25.06053(W) AD(       ) 4
 MO1213  NAD 83(1986)-  41 06 00.33214(N)    105 00 25.05588(W) AD(       ) 4
 MO1213  NAD 27      -  41 06 00.39100(N)    105 00 23.17200(W) AD(       ) 3
 MO1213
 MO1213.Superseded values are not recommended for survey control.
 MO1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1213.See file dsdata.txt to determine how the superseded data were derived.
 MO1213
 MO1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9941549869(NAD 83)
 MO1213_MARKER: 42 = RADIO/TV MAST
 MO1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MO1213+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 MO1213
 MO1213  HISTORY     - Date     Condition        Report By
 MO1213  HISTORY     - 1959     FIRST OBSERVED   CGS
 MO1213  HISTORY     - 1973     SEE DESCRIPTION  NGS
 MO1213  HISTORY     - 20060920 GOOD             GEOCAC
 MO1213
 MO1213                          STATION DESCRIPTION
 MO1213
 MO1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1213'THE STATION IS LOCATED, AIRLINE, ABOUT 8-1/2 MILES WEST OF
 MO1213'CHEYENNE, AND ABOUT 1/2 MILE NORTH OF U.S. HIGHWAY 30, NEAR
 MO1213'THE HIGHEST PART OF A LOW HILL.
 MO1213'
 MO1213'THE STATION IS A TRIANGULAR SHAPED MAST, PAINTED ALTERNATELY
 MO1213'RED AND WHITE.  IT IS 485 FEET HIGH AND THE POINT OF INTERSECTION
 MO1213'WAS THE TOP AND CENTER OF THE MAST.
 MO1213
 MO1213                          STATION RECOVERY (1973)
 MO1213
 MO1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1213'THE RADIO STATION KFBC, MAST 1959, WAS VISITED AND RECOVERED
 MO1213'AS DESCRIBED IN 1959 WITH THE EXCEPTION THAT IT IS NOW THE
 MO1213'PROPERTY OF KYCU TELEVISION, CHANNEL 5.
 MO1213
 MO1213                          STATION RECOVERY (2006)
 MO1213
 MO1213'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MO1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0580 ***********************************************************************
 PW0580  DESIGNATION -  RAIL
 PW0580  PID         -  PW0580
 PW0580  STATE/COUNTY-  WY/SHERIDAN
 PW0580  USGS QUAD   -  LARIAT (1972)
 PW0580
 PW0580                         *CURRENT SURVEY CONTROL
 PW0580  ___________________________________________________________________
 PW0580* NAD 83(1993)-  44 34 02.42086(N)    106 00 23.35993(W)     ADJUSTED  
 PW0580* NAVD 88     -      1193.     (meters)    3914.     (feet)  SCALED    
 PW0580  ___________________________________________________________________
 PW0580  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 PW0580  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 PW0580
 PW0580  HORZ ORDER  -  THIRD
 PW0580
 PW0580.The horizontal coordinates were established by classical geodetic methods
 PW0580.and adjusted by the National Geodetic Survey in January 1997..
 PW0580
 PW0580.The orthometric height was scaled from a topographic map.
 PW0580
 PW0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0580
 PW0580.The geoid height was determined by GEOID03.
 PW0580
 PW0580;                    North         East     Units Scale Factor Converg.
 PW0580;SPC WYEC     -   552,643.309   505,395.398   MT  1.00007406   +0 55 52.3
 PW0580;UTM  13      - 4,935,381.722   420,078.482   MT  0.99967855   -0 42 22.8
 PW0580
 PW0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0580!SPC WYEC     -   0.99981535  x   1.00007406  =   0.99988939
 PW0580!UTM  13      -   0.99981535  x   0.99967855  =   0.99949396
 PW0580
 PW0580:                Primary Azimuth Mark                     Grid Az
 PW0580:SPC WYEC     -  SAND                                     001 59 35.5
 PW0580:UTM  13      -  SAND                                     003 37 50.6
 PW0580
 PW0580|---------------------------------------------------------------------|
 PW0580| PID    Reference Object                     Distance      Geod. Az  |
 PW0580|                                                           dddmmss.s |
 PW0580| PW0583 SAND                                APPROX. 5.9 KM 0025527.8 |
 PW0580|---------------------------------------------------------------------|
 PW0580
 PW0580                          SUPERSEDED SURVEY CONTROL
 PW0580
 PW0580  NAD 83(1986)-  44 34 02.40074(N)    106 00 23.32891(W) AD(       ) 3
 PW0580
 PW0580.Superseded values are not recommended for survey control.
 PW0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0580.See file dsdata.txt to determine how the superseded data were derived.
 PW0580
 PW0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK2007835382(NAD 83)
 PW0580_MARKER: DS = TRIANGULATION STATION DISK
 PW0580_SETTING: 0 = UNSPECIFIED SETTING
 PW0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0580
 PW0580  HISTORY     - Date     Condition        Report By
 PW0580  HISTORY     - 1908     MONUMENTED       USGS
 PW0580
 PW0580                          STATION DESCRIPTION
 PW0580
 PW0580'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 PW0580'STATION IS LOCATED ABOUT 2 MI. SE. OF LARIAT (CHICAGO, BURLINGTON,
 PW0580'AND QUINCY RAILROAD), ABOUT 5-1/2 FT. INSIDE OF RIGHT-OF-WAY FENCE E.
 PW0580'OF TRACK, 49.5 FT. N. (OR E.) OF THE E. RAIL OF RAILWAY (AT RIGHT
 PW0580'ANGLES TO THE RAIL).
 PW0580'
 PW0580'STATION MARK--ALUMINUM TRIANGULATION TABLET CEMENTED IN STONE AND
 PW0580'PLACED IN GROUND, LEVEL WITH SURFACE.
 PW0580'
 PW0580'REFERENCE MARK--WOODEN POST MARKED ON NW. SIDE --SHERIDAN CO.-- AND
 PW0580'ON SE. SIDE --CROOK CO.--, 4.4 FT. FROM STATION, TRUE AZIMUTH 232
 PW0580'DEGREES 51 MINUTES, SURROUNDED BY SMALL PILE OF RED ROCK, ABOUT 1 FT.
 PW0580'INSIDE OF FENCE E. OF RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0646 ***********************************************************************
 NQ0646  DESIGNATION -  RAIL EAST BASE
 NQ0646  PID         -  NQ0646
 NQ0646  STATE/COUNTY-  WY/CONVERSE
 NQ0646  USGS QUAD   -  ORPHA (1974)
 NQ0646
 NQ0646                         *CURRENT SURVEY CONTROL
 NQ0646  ___________________________________________________________________
 NQ0646* NAD 83(1993)-  42 50 18.82065(N)    105 32 56.57473(W)     ADJUSTED  
 NQ0646* NAVD 88     -      1497.85   (+/-2cm)    4914.2    (feet)  VERTCON   
 NQ0646  ___________________________________________________________________
 NQ0646  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 NQ0646  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0646
 NQ0646  HORZ ORDER  -  SECOND
 NQ0646  VERT ORDER  -  THIRD ? (See Below)
 NQ0646
 NQ0646.The horizontal coordinates were established by classical geodetic methods
 NQ0646.and adjusted by the National Geodetic Survey in January 1997..
 NQ0646
 NQ0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0646.The vertical order pertains to the NGVD 29 superseded value.
 NQ0646
 NQ0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0646
 NQ0646.The geoid height was determined by GEOID03.
 NQ0646
 NQ0646;                    North         East     Units Scale Factor Converg.
 NQ0646;SPC WY E     -   259,791.410   168,740.642   MT  0.99994952   -0 15 36.0
 NQ0646;UTM  13      - 4,743,033.733   455,130.922   MT  0.99962477   -0 22 24.0
 NQ0646
 NQ0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0646!SPC WY E     -   0.99976739  x   0.99994952  =   0.99971692
 NQ0646!UTM  13      -   0.99976739  x   0.99962477  =   0.99939225
 NQ0646
 NQ0646|---------------------------------------------------------------------|
 NQ0646| PID    Reference Object                     Distance      Geod. Az  |
 NQ0646|                                                           dddmmss.s |
 NQ0646| CQ4726 RAIL EAST BASE RM 1                  18.748 METERS 09748     |
 NQ0646| CQ4727 RAIL EAST BASE RM 2                  21.388 METERS 18703     |
 NQ0646| CQ4725 RAIL EAST BASE AZ MK                               2771605.1 |
 NQ0646|---------------------------------------------------------------------|
 NQ0646
 NQ0646                          SUPERSEDED SURVEY CONTROL
 NQ0646
 NQ0646  NAD 83(1986)-  42 50 18.80130(N)    105 32 56.55980(W) AD(       ) 2
 NQ0646  NAD 27      -  42 50 18.92300(N)    105 32 54.59100(W) AD(       ) 2
 NQ0646  NGVD 29 (07/19/86) 1496.97   (m)         4911.3    (f) LEVELING    3  
 NQ0646
 NQ0646.Superseded values are not recommended for survey control.
 NQ0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0646.See file dsdata.txt to determine how the superseded data were derived.
 NQ0646
 NQ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5513143034(NAD 83)
 NQ0646_MARKER: DS = TRIANGULATION STATION DISK
 NQ0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0646
 NQ0646  HISTORY     - Date     Condition        Report By
 NQ0646  HISTORY     - 1948     MONUMENTED       CGS
 NQ0646
 NQ0646                          STATION DESCRIPTION
 NQ0646
 NQ0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0646'THE STATION IS LOCATED ON THE SOUTH BANK OF A RAILROAD CUT,
 NQ0646'ABOUT 10 MILES AIRLINE NORTHWEST OF DOUGLAS, ABOUT 0.2 MILE
 NQ0646'EAST OF FETTERMAN RAILROAD STATION, 70 FEET NORTH OF A BOARD
 NQ0646'FENCE, 25 FEET SOUTH OF THE SOUTH TRACK OF THE CHICAGO AND
 NQ0646'NORTHWESTERN RAILROAD, AND 8 FEET WEST OF A WHITE WITNESS POST.
 NQ0646'IT PROJECTS 6 INCHES AND IS STAMPED, RAIL EAST BASE 1948.
 NQ0646'
 NQ0646'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE SOUTH TRACK OF THE
 NQ0646'CHICAGO AND NORTHWESTERN RAILROAD AND APPROXIMATELY THE SAME
 NQ0646'ELEVATION AS THE STATION MARK.  IT PROJECTS 6 INCHES AND IS
 NQ0646'STAMPED, RAIL EAST BASE NO 1 1948.
 NQ0646'
 NQ0646'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF BOARD FENCE AND
 NQ0646'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT
 NQ0646'PROJECTS 6 INCHES AND IS STAMPED.  RAIL EAST BASE NO 2 1948.
 NQ0646'
 NQ0646'THE AZIMUTH MARK IS 26 PACES SOUTH-SOUTHEAST OF A STOCK LOADING
 NQ0646'CHUTE, 16 PACES NORTH OF A WIRE FENCE, 14 PACES SOUTH OF THE
 NQ0646'SOUTH TRACK OF THE CHICAGO AND NORTHWESTERN RAILROAD, 4 FEET
 NQ0646'EAST OF A WHITE WITNESS POST, AND 1 FOOT NORTH OF A TELEPHONE
 NQ0646'POLE.  IT PROJECTS 6 INCHES AND IS STAMPED, RAIL EAST BASE
 NQ0646'1948.
 NQ0646'
 NQ0646'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DOUGLAS GO
 NQ0646'WEST ON HIGHWAYS 20 AND 87 FOR 11.7 MILES TO A GRADED ROAD
 NQ0646'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.5 MILE TO FORK.  TAKE LEFT
 NQ0646'FORK AND GO 3.7 MILES TO FORK JUST BEFORE REACHING CATTLE GUARD.
 NQ0646'TURN RIGHT AND GO 3.5 MILES TO GATE IN FENCE AT FETTERMAN
 NQ0646'STATION.  GO THROUGH GATE AND TURN RIGHT OFF ROAD AND GO 0.1
 NQ0646'MILE TO END OF TRUCK TRAVEL AT SIGN FETTERMAN.  HERE WALK
 NQ0646'EAST ABOUT 280 PACES TO STATION ON THE SOUTH SIDE OF TRACKS.
 NQ0646'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0650 ***********************************************************************
 NQ0650  DESIGNATION -  RAIL WEST BASE
 NQ0650  PID         -  NQ0650
 NQ0650  STATE/COUNTY-  WY/CONVERSE
 NQ0650  USGS QUAD   -  ORPHA (1974)
 NQ0650
 NQ0650                         *CURRENT SURVEY CONTROL
 NQ0650  ___________________________________________________________________
 NQ0650* NAD 83(1993)-  42 50 46.78251(N)    105 37 29.26793(W)     ADJUSTED  
 NQ0650* NAVD 88     -      1502.30   (+/-2cm)    4928.8    (feet)  VERTCON   
 NQ0650  ___________________________________________________________________
 NQ0650  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 NQ0650  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NQ0650
 NQ0650  HORZ ORDER  -  SECOND
 NQ0650  VERT ORDER  -  THIRD ? (See Below)
 NQ0650
 NQ0650.The horizontal coordinates were established by classical geodetic methods
 NQ0650.and adjusted by the National Geodetic Survey in January 1997..
 NQ0650
 NQ0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0650.The vertical order pertains to the NGVD 29 superseded value.
 NQ0650
 NQ0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0650
 NQ0650.The geoid height was determined by GEOID03.
 NQ0650
 NQ0650;                    North         East     Units Scale Factor Converg.
 NQ0650;SPC WY E     -   260,685.095   162,552.988   MT  0.99995475   -0 18 41.6
 NQ0650;UTM  13      - 4,743,939.363   448,947.049   MT  0.99963206   -0 25 29.6
 NQ0650
 NQ0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0650!SPC WY E     -   0.99976668  x   0.99995475  =   0.99972144
 NQ0650!UTM  13      -   0.99976668  x   0.99963206  =   0.99939882
 NQ0650
 NQ0650|---------------------------------------------------------------------|
 NQ0650| PID    Reference Object                     Distance      Geod. Az  |
 NQ0650|                                                           dddmmss.s |
 NQ0650| CQ4729 RAIL WEST BASE RM 1                  19.492 METERS 06603     |
 NQ0650| CQ4728 RAIL WEST BASE AZ MK                               1101026.2 |
 NQ0650| CQ4730 RAIL WEST BASE RM 2                  19.275 METERS 30530     |
 NQ0650|---------------------------------------------------------------------|
 NQ0650
 NQ0650                          SUPERSEDED SURVEY CONTROL
 NQ0650
 NQ0650  NAD 83(1986)-  42 50 46.76363(N)    105 37 29.25276(W) AD(       ) 2
 NQ0650  NAD 27      -  42 50 46.88500(N)    105 37 27.27500(W) AD(       ) 2
 NQ0650  NGVD 29 (07/19/86) 1501.42   (m)         4925.9    (f) LEVELING    3  
 NQ0650
 NQ0650.Superseded values are not recommended for survey control.
 NQ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0650.See file dsdata.txt to determine how the superseded data were derived.
 NQ0650
 NQ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4894743939(NAD 83)
 NQ0650_MARKER: DS = TRIANGULATION STATION DISK
 NQ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0650
 NQ0650  HISTORY     - Date     Condition        Report By
 NQ0650  HISTORY     - 1948     MONUMENTED       CGS
 NQ0650
 NQ0650                          STATION DESCRIPTION
 NQ0650
 NQ0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0650'STATION LOCATED ABOUT 13 MILES AIRLINE NORTHWEST OF DOUGLAS,
 NQ0650'4 MILES WEST OF FETTERMAN, 0.25 MILE WEST OF RANCH HOUSE AND
 NQ0650'LARGE GROVE OF TREES, 9 PACES SOUTH OF FENCE, 17 FEET NORTH OF
 NQ0650'CENTER LINE OF THE CHICAGO AND NORTHWESTERN RAILROAD TRACK,
 NQ0650'6 FEET WEST OF A WHITE WITNESS POST, PROJECTS 6 INCHES, AND
 NQ0650'STAMPED, RAIL WEST BASE 1948.
 NQ0650'
 NQ0650'REFERENCE MARK NO. 1 IS APPROXIMATELY 12 INCHES LOWER THAN
 NQ0650'STATION, 1 FOOT SOUTH OF FENCE, PROJECTS 4 INCHES, AND STAMPED,
 NQ0650'RAIL WEST BASE NO 1 1948.
 NQ0650'
 NQ0650'REFERENCE MARK NO. 2 IS APPROXIMATELY 12 INCHES LOWER THAN
 NQ0650'STATION, 2 PACES SOUTH OF FENCE, PROJECTS 4 INCHES, AND STAMPED,
 NQ0650'RAIL WEST BASE NO 2 1948.
 NQ0650'
 NQ0650'AZIMUTH MARK IS 7-1/2 PACES EAST OF CENTER LINE OF ROAD,
 NQ0650'3 FEET NORTHWEST OF WHITE WITNESS POST, 2 FEET SOUTH OF TELEPHONE
 NQ0650'POLE, PROJECTS 4 INCHES, AND STAMPED, RAIL WEST BASE 1948.
 NQ0650'
 NQ0650'REACHED FROM RAILROAD CROSSING IN DOUGLAS, BY GOING WEST ON
 NQ0650'U.S. HIGHWAY 20 AND 87 FOR 11.4 MILES TO A GRADED ROAD RIGHT.
 NQ0650'TURN RIGHT AND GO NORTH FOR 0.5 MILE TO FORKS.  TAKE LEFT FORK
 NQ0650'AND GO 3.45 MILES TO AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.
 NQ0650'CONTINUE FOR 0.15 MILE TO FORK, JUST BEFORE CROSSING CATTLE
 NQ0650'GUARD.  TAKE LEFT FORK, CROSS CATTLE GUARD AND RAILROAD TRACKS.
 NQ0650'TURN LEFT AND FOLLOW WEST ALONG NORTH SIDE OF RAILROAD TRACKS
 NQ0650'FOR 0.25 MILE TO STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0167 ***********************************************************************
 NS0167  DESIGNATION -  RAIN
 NS0167  PID         -  NS0167
 NS0167  STATE/COUNTY-  WY/FREMONT
 NS0167  USGS QUAD   -  YELLOWSTONE RANCH (1978)
 NS0167
 NS0167                         *CURRENT SURVEY CONTROL
 NS0167  ___________________________________________________________________
 NS0167* NAD 83(1993)-  42 41 30.25473(N)    108 21 56.08664(W)     ADJUSTED  
 NS0167* NAVD 88     -      1734.5    (meters)    5691.     (feet)  VERTCON   
 NS0167  ___________________________________________________________________
 NS0167  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 NS0167  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 NS0167
 NS0167  HORZ ORDER  -  THIRD
 NS0167
 NS0167.The horizontal coordinates were established by classical geodetic methods
 NS0167.and adjusted by the National Geodetic Survey in January 1997..
 NS0167
 NS0167.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0167
 NS0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0167
 NS0167.The geoid height was determined by GEOID03.
 NS0167
 NS0167;                    North         East     Units Scale Factor Converg.
 NS0167;SPC WYWC     -   243,482.764   631,500.305   MT  0.99994970   +0 15 38.4
 NS0167;UTM  12      - 4,729,948.925   715,803.819   MT  1.00017300   +1 47 13.1
 NS0167
 NS0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0167!SPC WYWC     -   0.99973006  x   0.99994970  =   0.99967978
 NS0167!UTM  12      -   0.99973006  x   1.00017300  =   0.99990302
 NS0167
 NS0167:                Primary Azimuth Mark                     Grid Az
 NS0167:SPC WYWC     -  SANDRAW OIL STACK                        062 31 08.4
 NS0167:UTM  12      -  SANDRAW OIL STACK                        060 59 33.7
 NS0167
 NS0167|---------------------------------------------------------------------|
 NS0167| PID    Reference Object                     Distance      Geod. Az  |
 NS0167|                                                           dddmmss.s |
 NS0167| NS0153 SANDRAW OIL STACK                   APPROX.17.0 KM 0624646.8 |
 NS0167| NS0175 BEAVER                              APPROX.11.1 KM 3051804.1 |
 NS0167|---------------------------------------------------------------------|
 NS0167
 NS0167                          SUPERSEDED SURVEY CONTROL
 NS0167
 NS0167  NAD 83(1986)-  42 41 30.23941(N)    108 21 56.08864(W) AD(       ) 3
 NS0167  NAD 27      -  42 41 30.38157(N)    108 21 53.71980(W) AD(       ) 3
 NS0167  NGVD 29 (07/19/86) 1733.5    (m)         5687.     (f) VERT ANG       
 NS0167
 NS0167.Superseded values are not recommended for survey control.
 NS0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0167.See file dsdata.txt to determine how the superseded data were derived.
 NS0167
 NS0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1580429949(NAD 83)
 NS0167_MARKER: DD = SURVEY DISK
 NS0167_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0167_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0167
 NS0167  HISTORY     - Date     Condition        Report By
 NS0167  HISTORY     - 1951     MONUMENTED       USGS
 NS0167
 NS0167                          STATION DESCRIPTION
 NS0167
 NS0167'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0167'STATION APPROXIMATELY 13.6 MI. NW. OF SWEETWATER STATION.
 NS0167'
 NS0167'DRIVE SE. ON HIGHWAY 287 FOR A DISTANCE OF 19.7 MI. AND TURN N.  DRIVE
 NS0167'0.1 MI. AND MAKE A RIGHT U-TURN.  DRIVE 3.0 MI. AND TURN LEFT.  DRIVE
 NS0167'1.5 MI. AND TURN LEFT.
 NS0167'DRIVE 1.6  MI. TO STATION RAIN.  STATION IS TO THE RIGHT OF THE RD.
 NS0167'AND 860 FT. N. OF A RD. FORK.
 NS0167'
 NS0167'STATION MARK - STANDARD BRONZE TABLET WELDED INTO A 4 IN. PIPE.
 NS0167'STATION MARK IS 0.5 FT. ABOVE SURFACE OF GROUND.  STAMPED
 NS0167'---WR RAIN 1951---.
 NS0167'
 NS0167'REFERENCE MARKS - NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0310 ***********************************************************************
 PX0310  DESIGNATION -  RAINBOW
 PX0310  PID         -  PX0310
 PX0310  STATE/COUNTY-  WY/BIG HORN
 PX0310  USGS QUAD   -  COTTONWOOD CANYON (1993)
 PX0310
 PX0310                         *CURRENT SURVEY CONTROL
 PX0310  ___________________________________________________________________
 PX0310* NAD 83(1993)-  44 47 25.48888(N)    108 00 57.85183(W)     ADJUSTED  
 PX0310* NAVD 88     -      1535.8    (meters)    5039.     (feet)  VERTCON   
 PX0310  ___________________________________________________________________
 PX0310  LAPLACE CORR-          25.59  (seconds)                    DEFLEC99
 PX0310  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 PX0310
 PX0310  HORZ ORDER  -  SECOND
 PX0310
 PX0310.The horizontal coordinates were established by classical geodetic methods
 PX0310.and adjusted by the National Geodetic Survey in January 1997..
 PX0310
 PX0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0310
 PX0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0310
 PX0310.The geoid height was determined by GEOID03.
 PX0310
 PX0310;                    North         East     Units Scale Factor Converg.
 PX0310;SPC WYEC     -   576,801.328   345,975.853   MT  0.99997338   -0 28 51.6
 PX0310;UTM  12      - 4,964,000.581   736,036.055   MT  1.00028515   +2 06 11.5
 PX0310;UTM  13      - 4,964,094.451   261,421.582   MT  1.00029999   -2 07 33.1
 PX0310
 PX0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0310!SPC WYEC     -   0.99976099  x   0.99997338  =   0.99973437
 PX0310!UTM  12      -   0.99976099  x   1.00028515  =   1.00004607
 PX0310!UTM  13      -   0.99976099  x   1.00029999  =   1.00006091
 PX0310
 PX0310|---------------------------------------------------------------------|
 PX0310| PID    Reference Object                     Distance      Geod. Az  |
 PX0310|                                                           dddmmss.s |
 PX0310| CQ6386 RAINBOW RM 1                         19.536 METERS 00602     |
 PX0310| CQ6385 RAINBOW AZ MK                                      1385637.5 |
 PX0310| CQ6387 RAINBOW RM 2                         11.170 METERS 30618     |
 PX0310|---------------------------------------------------------------------|
 PX0310
 PX0310                          SUPERSEDED SURVEY CONTROL
 PX0310
 PX0310  NAD 83(1986)-  44 47 25.47667(N)    108 00 57.84239(W) AD(       ) 2
 PX0310  NAD 27      -  44 47 25.63400(N)    108 00 55.46830(W) AD(       ) 2
 PX0310  NGVD 29 (07/19/86) 1534.9    (m)         5036.     (f) VERT ANG       
 PX0310
 PX0310.Superseded values are not recommended for survey control.
 PX0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0310.See file dsdata.txt to determine how the superseded data were derived.
 PX0310
 PX0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ3603664001(NAD 83)
 PX0310_MARKER: DS = TRIANGULATION STATION DISK
 PX0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0310
 PX0310  HISTORY     - Date     Condition        Report By
 PX0310  HISTORY     - 1957     MONUMENTED       CGS
 PX0310
 PX0310                          STATION DESCRIPTION
 PX0310
 PX0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0310'STATION IS ABOUT 18 MILES EAST AND 3 MILES SOUTH OF LOVELL, 9
 PX0310'MILES EAST-SOUTHEAST OF THE VILLAGE OF KANE AND ON THE RIGHT-OF-WAY
 PX0310'OF STATE HIGHWAY 14.
 PX0310'
 PX0310'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 310 AND
 PX0310'STATE HIGHWAY 14 IN EAST EDGE OF LOVELL BY GOING EASTERLY ON
 PX0310'STATE HIGHWAY 14 10.5 MILES TO A BRIDGE CROSSING THE BIG HORN
 PX0310'RIVER, CONTINUE EASTERLY ON HIGHWAY 14 10.1 MILES TO A SIDE ROAD
 PX0310'RIGHT AT A SIGN BEAUTIFUL COLORFUL RAINBOW CANYON 880 YARDS,
 PX0310'CONTINUE 0.2 MILE TO STATION ON LEFT.
 PX0310'
 PX0310'STATION MARKS ARE STAMPED RAINBOW 1957 AND THE SURFACE MARK
 PX0310'PROJECTS 4 INCHES.  IT IS A STANDARD DISK SET IN THE TOP OF A
 PX0310'10 INCH SQUARE, CONCRETE POST.  IT IS 55 FEET NORTH OF THE CENTER
 PX0310'OF THE HIGHWAY, 16 FEET EAST OF A TRIANGLE BLAZED TELEPHONE
 PX0310'POLE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 PX0310'CONCRETE 30 INCHES BELOW THE GROUND SURFACE.  A 4 IN X 4 IN WHITE
 PX0310'WITNESS POST WAS SET 3 FEET WEST OF THE MARK.
 PX0310'
 PX0310'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 PX0310'HOLE IN A 2 FOOT BY 2 FOOT BOULDER PROJECTING ABOUT 4 INCHES
 PX0310'AND IS STAMPED RAINBOW NO 1 1957.  IT IS 119 FEET NORTH OF
 PX0310'THE CENTER OF THE HIGHWAY AND 70 FEET NORTHEAST OF THE TRIANGLE
 PX0310'BLAZED TELEPHONE POLE.
 PX0310'
 PX0310'REFERENCE MARK 2 IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 PX0310'IN A 18 INCH BY 10 INCH BOULDER PROJECTING ABOUT 6 INCHES AND IS
 PX0310'STAMPED RAINBOW NO 2 1957.  IT IS 65 FEET NORTH OF THE CENTER
 PX0310'OF THE HIGHWAY AND 27 FEET NORTHWEST OF THE TRIANGLE BLAZED
 PX0310'TELEPHONE POLE.
 PX0310'
 PX0310'AZIMUTH MARK IS REACHED BY CONTINUING ON HIGHWAY 0.3 MILE TO
 PX0310'WHERE THE HIGHWAY GOES UP A STEEP GRADE AND MAKES A SHARP LEFT
 PX0310'CURVE, THE MARK IS ON THE LEFT AND ABOUT PARALLEL WITH THE CENTER
 PX0310'OF THE CURVE.  IT IS 42 FEET EAST OF THE CENTER OF THE HIGHWAY
 PX0310'(CURVE IN HIGHWAY).  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 PX0310'1 FOOT SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0515 ***********************************************************************
 PX0515  DESIGNATION -  RAINBOW
 PX0515  PID         -  PX0515
 PX0515  STATE/COUNTY-  WY/WASHAKIE
 PX0515  USGS QUAD   -  SCHUSTER FLATS NW (1976)
 PX0515
 PX0515                         *CURRENT SURVEY CONTROL
 PX0515  ___________________________________________________________________
 PX0515* NAD 83(1993)-  44 09 06.38752(N)    108 14 49.53675(W)     ADJUSTED  
 PX0515* NAVD 88     -      1390.77   (+/-2cm)    4562.9    (feet)  VERTCON   
 PX0515  ___________________________________________________________________
 PX0515  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 PX0515  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 PX0515
 PX0515  HORZ ORDER  -  THIRD
 PX0515  VERT ORDER  -  THIRD ? (See Below)
 PX0515
 PX0515.The horizontal coordinates were established by classical geodetic methods
 PX0515.and adjusted by the National Geodetic Survey in January 1997..
 PX0515
 PX0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0515.The vertical order pertains to the NGVD 29 superseded value.
 PX0515
 PX0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0515
 PX0515.The geoid height was determined by GEOID03.
 PX0515
 PX0515;                    North         East     Units Scale Factor Converg.
 PX0515;SPC WYEC     -   506,018.508   326,902.330   MT  1.00000319   -0 38 11.5
 PX0515;UTM  12      - 4,892,415.746   720,151.043   MT  1.00019611   +1 55 06.0
 PX0515
 PX0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0515!SPC WYEC     -   0.99978408  x   1.00000319  =   0.99978727
 PX0515!UTM  12      -   0.99978408  x   1.00019611  =   0.99998015
 PX0515
 PX0515:                Primary Azimuth Mark                     Grid Az
 PX0515:SPC WYEC     -  DORSEY                                   003 28 26.6
 PX0515:UTM  12      -  DORSEY                                   000 55 09.1
 PX0515
 PX0515|---------------------------------------------------------------------|
 PX0515| PID    Reference Object                     Distance      Geod. Az  |
 PX0515|                                                           dddmmss.s |
 PX0515| PX0345 DORSEY                              APPROX. 7.1 KM 0025015.1 |
 PX0515|---------------------------------------------------------------------|
 PX0515
 PX0515                          SUPERSEDED SURVEY CONTROL
 PX0515
 PX0515  NAD 83(1986)-  44 09 06.37993(N)    108 14 49.53223(W) AD(       ) 3
 PX0515  NGVD 29 (11/06/89) 1389.90   (m)         4560.0    (f) LEVELING    3  
 PX0515
 PX0515.Superseded values are not recommended for survey control.
 PX0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0515.See file dsdata.txt to determine how the superseded data were derived.
 PX0515
 PX0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2015192416(NAD 83)
 PX0515_MARKER: DS = TRIANGULATION STATION DISK
 PX0515_SETTING: 0 = UNSPECIFIED SETTING
 PX0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0515
 PX0515  HISTORY     - Date     Condition        Report By
 PX0515  HISTORY     - 1948     MONUMENTED       USGS
 PX0515
 PX0515                          STATION DESCRIPTION
 PX0515
 PX0515'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0515'STATION LOCATED ABOUT 17.0 MI. NW. OF WORLAND, ABOUT 2.0 MI. N. OF
 PX0515'FIFTEENMILE CREEK, AND 5.0 MI. S. OF A HIGH, BALD, BADLAND PEAK, ON A
 PX0515'LONG N-S. LOW RIDGE.
 PX0515'
 PX0515'TO REACH FROM WORLAND POST OFFICE, GO S. ON U.S. HIGHWAY 20 1.0 MI.
 PX0515'TO SIDE RD. AT CURVE, TURN RIGHT ON MACADAM ROAD AND GO N. 0.4 MI. TO
 PX0515'FAIRGROUND, TURN LEFT ON DIRT RD. AND GO W. 7.6 MI. TO RD. FORK, TAKE
 PX0515'RIGHT FORK AND GO 3.4 MI. TO RD. FORK, TAKE LEFT FORK AND GO SW. 2.1
 PX0515'MI. TO T-RD. INTERSECTION, CONTINUE STRAIGHT AHEAD 2.4 MI. TO RD.
 PX0515'FORK, TAKE RIGHT FORK AND GO 4.8 MI. AND TURN LEFT OFF RD. AND GO 200
 PX0515'FT. TO STATION.
 PX0515'
 PX0515'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 PX0515'---RAINBOW 1948 4560---.
 PX0515'
 PX0515'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN CONCRETE
 PX0515'MONUMENT, 39.4 FT. FROM STATION MARK N 38 DEGREES 27 MINUTES, NE,
 PX0515'STAMPED---RAINBOW NO. 1 1948---.
 PX0515'
 PX0515'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN CONCRETE
 PX0515'MONUMENT, 32.7 FT. FROM STATION MARK IN TRUE AIMUTH 119 DEGREES 42
 PX0515'MINUTES 57 SECONDS, STAMPED---RAINBOW NO. 2 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0326 ***********************************************************************
 OV0326  DESIGNATION -  RAM
 OV0326  PID         -  OV0326
 OV0326  STATE/COUNTY-  WY/JOHNSON
 OV0326  USGS QUAD   -  FORT RENO (1973)
 OV0326
 OV0326                         *CURRENT SURVEY CONTROL
 OV0326  ___________________________________________________________________
 OV0326* NAD 83(1993)-  43 51 28.05758(N)    106 13 17.16817(W)     ADJUSTED  
 OV0326* NAVD 88     -      1373.8    (meters)    4507.     (feet)  VERTCON   
 OV0326  ___________________________________________________________________
 OV0326  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 OV0326  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 OV0326
 OV0326  HORZ ORDER  -  THIRD
 OV0326
 OV0326.The horizontal coordinates were established by classical geodetic methods
 OV0326.and adjusted by the National Geodetic Survey in January 1997..
 OV0326
 OV0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0326
 OV0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0326
 OV0326.The geoid height was determined by GEOID03.
 OV0326
 OV0326;                    North         East     Units Scale Factor Converg.
 OV0326;SPC WYEC     -   473,550.651   489,388.461   MT  1.00003574   +0 46 13.6
 OV0326;UTM  13      - 4,856,803.517   401,838.583   MT  0.99971851   -0 50 46.9
 OV0326
 OV0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0326!SPC WYEC     -   0.99978686  x   1.00003574  =   0.99982260
 OV0326!UTM  13      -   0.99978686  x   0.99971851  =   0.99950543
 OV0326
 OV0326:                Primary Azimuth Mark                     Grid Az
 OV0326:SPC WYEC     -  URRUTY                                   184 53 44.9
 OV0326:UTM  13      -  URRUTY                                   186 30 45.4
 OV0326
 OV0326|---------------------------------------------------------------------|
 OV0326| PID    Reference Object                     Distance      Geod. Az  |
 OV0326|                                                           dddmmss.s |
 OV0326| OV0327 URRUTY                              APPROX. 6.6 KM 1853958.5 |
 OV0326|---------------------------------------------------------------------|
 OV0326
 OV0326                          SUPERSEDED SURVEY CONTROL
 OV0326
 OV0326  NAD 83(1986)-  43 51 28.03865(N)    106 13 17.14056(W) AD(       ) 3
 OV0326  NAD 27      -  43 51 28.12225(N)    106 13 15.05757(W) AD(       ) 3
 OV0326  NGVD 29 (07/19/86) 1373.1    (m)         4505.     (f) VERT ANG       
 OV0326
 OV0326.Superseded values are not recommended for survey control.
 OV0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0326.See file dsdata.txt to determine how the superseded data were derived.
 OV0326
 OV0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ0183956804(NAD 83)
 OV0326_MARKER: DD = SURVEY DISK
 OV0326_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0326_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OV0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0326
 OV0326  HISTORY     - Date     Condition        Report By
 OV0326  HISTORY     - 1950     MONUMENTED       BOR
 OV0326  HISTORY     - 1958     GOOD             BOR
 OV0326
 OV0326                          STATION DESCRIPTION
 OV0326
 OV0326'DESCRIBED BY US BUREAU OF RECLAMATION 1950
 OV0326'STATION IS LOCATED ON TOP OF PROMINENT ROCK COVERED HILL, W. OF
 OV0326'POWDER RIVER.
 OV0326'
 OV0326'TO REACH FROM SUSSEX SCHOOL, GO 10.6 MI. N. ALONG COUNTY RD. TO
 OV0326'ADMITTANCE RD. TO STREETER RANCH, PROCEED ON COUNTY RD. 0.2 MI. TO
 OV0326'DIM TRAIL FORK NW., TURN LEFT FOR 1.3 MI. TO FORK OF TRAILS IN
 OV0326'SADDLE, TURN RIGHT (N.) FOR 0.1 MI. TO RIDGE RUNNING E. TO TOP OF
 OV0326'ROCKY HILL, GO CROSS COUNTY ON THIS RIDGE TO TOP OF HILL AND STATION.
 OV0326'
 OV0326'STATION MARK--STANDARD USBR BRONZE DISK, SET ON PIPE IN GROUND,
 OV0326'STAMPED ---RAM 1950---.
 OV0326'
 OV0326'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE DISK, SET IN ROCK
 OV0326'OUTCROP, STAMPED ---RAM 1952 NO. 1---, 30.11 FT. DISTANT,
 OV0326'N 82 DEG 34 MIN E.
 OV0326'
 OV0326'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE DISK, SET IN ROCK
 OV0326'OUTCROP, STAMPED ---RAM NO. 2 1952---, 37.23 FT. DISTANT,
 OV0326'S 02 DEG 31 MIN W.
 OV0326
 OV0326                          STATION RECOVERY (1958)
 OV0326
 OV0326'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1958
 OV0326'STATION IS LOCATED ON TOP OF PROMIENT ROCK COVERED HILL W. OF
 OV0326'POWDER RIVER.
 OV0326'
 OV0326'TO REACH FROM SUSSEX SCHOOL. GO 10.6 MI. N. ALONG COUNTY RD. TO
 OV0326'ADMITTANCE RD. TO STREETER RANCH. PROCEED ON COUNTY RD. 0.2 MI. TO DIM
 OV0326'TRAIL FORK NW. TURN LEFT FOR 1.3 MI. TO FORK OF TRAILS IN SADDLE, TURN
 OV0326'RIGHT N.FOR 0.1 MI. TO RIDGE RUNNING E. TO TOP OF ROCKY HILL, GO CROSS
 OV0326'COUNTRY ON THIS RIDGE TO TOP OF HILL AND STATION.
 OV0326'
 OV0326'STATION MARK - STANDARD USBR BRONZE DISK SET ON PIPE IN GROUND,
 OV0326'STAMPED --- RAM 1950 ---.
 OV0326'
 OV0326'REFERENCE MARK NO.1 - STANDARD USGS REFERENCE DISK SET IN ROCK OUTCROP
 OV0326'STAMPED ---RAM 1952 NO.1---, 30.11 FT. DISTANT, N 82 DEG 34 MIN E.
 OV0326'
 OV0326'REFERENCE MARK NO.2 - STANDARD USGS REFERENCE DISK SET IN ROCK OUTCROP
 OV0326'STAMPED ---RAM NO.2 1952---, 37.23 FT. DISTANT, S 02 DEG 31 MIN W.
 OV0326'
 OV0326'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0797 ***********************************************************************
 OX0797  DESIGNATION -  RAM ET
 OX0797  PID         -  OX0797
 OX0797  STATE/COUNTY-  WY/SUBLETTE
 OX0797  USGS QUAD   -  CLAUSE PEAK (1996)
 OX0797
 OX0797                         *CURRENT SURVEY CONTROL
 OX0797  ___________________________________________________________________
 OX0797* NAD 83(1993)-  43 13 40.51696(N)    110 34 13.55170(W)     ADJUSTED  
 OX0797* NAVD 88     -      3161.7    (meters)   10373.     (feet)  VERTCON   
 OX0797  ___________________________________________________________________
 OX0797  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 OX0797  GEOID HEIGHT-         -10.29  (meters)                     GEOID03
 OX0797
 OX0797  HORZ ORDER  -  THIRD
 OX0797
 OX0797.The horizontal coordinates were established by classical geodetic methods
 OX0797.and adjusted by the National Geodetic Survey in January 1997..
 OX0797
 OX0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0797
 OX0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0797
 OX0797.The geoid height was determined by GEOID03.
 OX0797
 OX0797;                    North         East     Units Scale Factor Converg.
 OX0797;SPC WY W     -   403,088.311   760,431.148   MT  0.99995675   -0 20 01.0
 OX0797;UTM  12      - 4,786,215.148   534,883.784   MT  0.99961497   +0 17 39.2
 OX0797
 OX0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0797!SPC WY W     -   0.99950605  x   0.99995675  =   0.99946282
 OX0797!UTM  12      -   0.99950605  x   0.99961497  =   0.99912121
 OX0797
 OX0797:                Primary Azimuth Mark                     Grid Az
 OX0797:SPC WY W     -  CLAUSE RESET                             186 36 15.2
 OX0797:UTM  12      -  CLAUSE RESET                             185 58 35.0
 OX0797
 OX0797|---------------------------------------------------------------------|
 OX0797| PID    Reference Object                     Distance      Geod. Az  |
 OX0797|                                                           dddmmss.s |
 OX0797| OX0798 CLAUSE RESET                        APPROX. 7.8 KM 1861614.2 |
 OX0797|---------------------------------------------------------------------|
 OX0797
 OX0797                          SUPERSEDED SURVEY CONTROL
 OX0797
 OX0797  NAD 83(1993)-  43 13 40.51494(N)    110 34 13.54776(W) AD(       ) 3
 OX0797  NAD 83(1986)-  43 13 40.50295(N)    110 34 13.53865(W) AD(       ) 3
 OX0797  NAD 27      -  43 13 40.75020(N)    110 34 10.84669(W) AD(       ) 3
 OX0797  NGVD 29 (07/19/86) 3160.2    (m)        10368.     (f) VERT ANG       
 OX0797
 OX0797.Superseded values are not recommended for survey control.
 OX0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0797.See file dsdata.txt to determine how the superseded data were derived.
 OX0797
 OX0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN3488486215(NAD 83)
 OX0797_MARKER: DD = SURVEY DISK
 OX0797_SETTING: 66 = SET IN ROCK OUTCROP
 OX0797_SP_SET: SET IN BEDROCK
 OX0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0797+STABILITY: POSITION/ELEVATION WELL
 OX0797
 OX0797  HISTORY     - Date     Condition        Report By
 OX0797  HISTORY     - 1965     MONUMENTED       USGS
 OX0797
 OX0797                          STATION DESCRIPTION
 OX0797
 OX0797'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0797'LOCATED ABOUT 20 MI. (AIRLINE) SSE. OF JACKSON, WYOMING, ABOUT 10 MI.
 OX0797'(AIRLINE) NE. OF ROGERS POINT, WYOMING, ABOUT 8.5 MI. (AIRLINE) WNW.
 OX0797'OF BONDURANT POST OFFICE, WYOMING, IN LINCOLN COUNTY, WYOMING.
 OX0797'
 OX0797'STATION PEAK IS RAMSHORN PEAK.  THIS IS A BROAD, SMOOTHLY ROUNDED,
 OX0797'RIDGE PEAK AND IS PROMINENT WHEN VIEWED FROM E., AND APPEARS TO BE
 OX0797'FLAT-TOPPED.
 OX0797'
 OX0797'STATION SITE IS AT NW. END AND HIGHEST POINT OF RIDGE PEAK.  REACHED
 OX0797'BY HELICOPTER FROM ROGERS POINT, WYOMING.
 OX0797'
 OX0797'STATION MARK--STANDARD BRASS TABLET, STAMPED ---RAM - ET - 1965---,
 OX0797'WAS CEMENTED FLUSH IN SOLID BEDROCK AT SUMMIT.  A SMALL ROCK CAIRN
 OX0797'WAS BUILT OVER STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0496 ***********************************************************************
 PX0496  DESIGNATION -  RAMB 1
 PX0496  PID         -  PX0496
 PX0496  STATE/COUNTY-  WY/PARK
 PX0496  USGS QUAD   -  ELK BASIN SW (1966)
 PX0496
 PX0496                         *CURRENT SURVEY CONTROL
 PX0496  ___________________________________________________________________
 PX0496* NAD 83(1993)-  44 45 24.85967(N)    108 57 20.67868(W)     ADJUSTED  
 PX0496* NAVD 88     -      1482.4    (meters)    4864.     (feet)  VERTCON   
 PX0496  ___________________________________________________________________
 PX0496  LAPLACE CORR-         -10.26  (seconds)                    DEFLEC99
 PX0496  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 PX0496
 PX0496  HORZ ORDER  -  THIRD
 PX0496
 PX0496.The horizontal coordinates were established by classical geodetic methods
 PX0496.and adjusted by the National Geodetic Survey in January 1997..
 PX0496
 PX0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0496
 PX0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0496
 PX0496.The geoid height was determined by GEOID03.
 PX0496
 PX0496;                    North         East     Units Scale Factor Converg.
 PX0496;SPC WYWC     -   472,871.714   583,710.299   MT  0.99994076   -0 08 41.5
 PX0496;UTM  12      - 4,957,979.013   661,798.816   MT  0.99992193   +1 26 22.8
 PX0496
 PX0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0496!SPC WYWC     -   0.99976963  x   0.99994076  =   0.99971040
 PX0496!UTM  12      -   0.99976963  x   0.99992193  =   0.99969158
 PX0496
 PX0496:                Primary Azimuth Mark                     Grid Az
 PX0496:SPC WYWC     -  MILES                                    036 44 49.4
 PX0496:UTM  12      -  MILES                                    035 09 45.1
 PX0496
 PX0496|---------------------------------------------------------------------|
 PX0496| PID    Reference Object                     Distance      Geod. Az  |
 PX0496|                                                           dddmmss.s |
 PX0496| PX0491 MILES                               APPROX. 6.2 KM 0363607.9 |
 PX0496|---------------------------------------------------------------------|
 PX0496
 PX0496                          SUPERSEDED SURVEY CONTROL
 PX0496
 PX0496  NAD 83(1986)-  44 45 24.84893(N)    108 57 20.66892(W) AD(       ) 3
 PX0496  NGVD 29 (09/11/89) 1481.3    (m)         4860.     (f) VERT ANG       
 PX0496
 PX0496.Superseded values are not recommended for survey control.
 PX0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0496.See file dsdata.txt to determine how the superseded data were derived.
 PX0496
 PX0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6179957979(NAD 83)
 PX0496_MARKER: DS = TRIANGULATION STATION DISK
 PX0496_SETTING: 0 = UNSPECIFIED SETTING
 PX0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0496
 PX0496  HISTORY     - Date     Condition        Report By
 PX0496  HISTORY     - 1947     MONUMENTED       USGS
 PX0496
 PX0496                          STATION DESCRIPTION
 PX0496
 PX0496'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0496'STATION IS LOCATED ABOUT 1.9 MI. N. AND 5.2 MI. W. OF RALSTON, WYOMING
 PX0496'IN SEC.7 T.55 N.R. 100 W., ABOUT 200 FT. E. OF THE W. LINE AND 1440
 PX0496'N. OF THE S. LINE OF THE SECTION.  ABOUT 40 FT. OF A GRADED RD. ABOUT
 PX0496'35 FT. S. OF A TRAIL RD., ABOUT 130 FT. W. OF WHERE THE TRAIL RD.
 PX0496'INTERSECTS THE GRADED RD. ON THE SE. BASE OF A LOW NW.-SE. RIDGE.
 PX0496'
 PX0496'TO REACH FROM THE POST OFFICE AT CODY, WYOMING FOLLOW STATE HIGHWAY
 PX0496'NO.14 NORTH TOWARD POWELL, WYOMING FOR ABOUT 20.7 MI. TO THE JUNCTION
 PX0496'OF THE BADGER BASIN RD. AT RALSTON, WYOMING.  TURN W. AND FOLLOW THE
 PX0496'BADGER BASIN RD. FOR 4.0 MI. N. THEN 1.9 MI. N. TO A RD. JUNCTION
 PX0496'WEST.  TURN W. AND FOLLOW MAIN RD. FOR 1.2 MI. TO A JUNCTION OF A
 PX0496'TRAIL RD. NORTHWEST.  STATION IS ABOUT 130 FT. W. OF THE JUNCTION.
 PX0496'
 PX0496'STATION MARK - A STANDARD USGS BRONZE TABLET STAMPED---RAMB NO.1
 PX0496'1947--- SET IN A CONCRETE POST.
 PX0496'
 PX0496'REFERENCE MARKS - SEE ANGLE SUMMARY AND NOTEBOOK OF COMSTOCKS.
 PX0496'
 PX0496'SEC.COR.TIE.- A CHISELED CROSS ON TOP OF EMBEDDED LIMESTONE BOULDER
 PX0496'WHICH IS OF SECTION CORNERS 7,18,12,AND 13, T.55 N., R.100 AND 101 W.,
 PX0496'HAS TWO CHISEL MARKS NORTH FACE AND 4 CHISEL MARKS ON SOUTH FACE.
 PX0496'450.0 FT. FROM STATION. ELEVATION OF STATION 4860.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0493 ***********************************************************************
 MQ0493  DESIGNATION -  RAMSEY
 MQ0493  PID         -  MQ0493
 MQ0493  STATE/COUNTY-  WY/SWEETWATER
 MQ0493  USGS QUAD   -  FIREHOLE BASIN (1987)
 MQ0493
 MQ0493                         *CURRENT SURVEY CONTROL
 MQ0493  ___________________________________________________________________
 MQ0493* NAD 83(1993)-  41 21 52.24662(N)    109 16 42.02135(W)     ADJUSTED  
 MQ0493* NAVD 88     -      2244.9    (meters)    7365.     (feet)  VERTCON   
 MQ0493  ___________________________________________________________________
 MQ0493  LAPLACE CORR-           4.38  (seconds)                    DEFLEC99
 MQ0493  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 MQ0493
 MQ0493  HORZ ORDER  -  THIRD
 MQ0493  VERT ORDER  -  THIRD ? (See Below)
 MQ0493
 MQ0493.The horizontal coordinates were established by classical geodetic methods
 MQ0493.and adjusted by the National Geodetic Survey in January 1997..
 MQ0493
 MQ0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0493.The vertical order pertains to the NGVD 29 superseded value.
 MQ0493
 MQ0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0493
 MQ0493.The geoid height was determined by GEOID03.
 MQ0493
 MQ0493;                    North         East     Units Scale Factor Converg.
 MQ0493;SPC WYWC     -    96,135.098   555,796.558   MT  0.99996154   -0 20 57.0
 MQ0493;UTM  12      - 4,580,652.681   643,996.449   MT  0.99985518   +1 08 16.6
 MQ0493
 MQ0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0493!SPC WYWC     -   0.99965024  x   0.99996154  =   0.99961179
 MQ0493!UTM  12      -   0.99965024  x   0.99985518  =   0.99950547
 MQ0493
 MQ0493:                Primary Azimuth Mark                     Grid Az
 MQ0493:SPC WYWC     -  QUAKING ASP                              060 04 51.8
 MQ0493:UTM  12      -  QUAKING ASP                              058 35 38.2
 MQ0493
 MQ0493|---------------------------------------------------------------------|
 MQ0493| PID    Reference Object                     Distance      Geod. Az  |
 MQ0493|                                                           dddmmss.s |
 MQ0493| MQ0480 QUAKING ASP                         APPROX.15.6 KM 0594354.8 |
 MQ0493|---------------------------------------------------------------------|
 MQ0493
 MQ0493                          SUPERSEDED SURVEY CONTROL
 MQ0493
 MQ0493  NAD 83(1986)-  41 21 52.23894(N)    109 16 42.01295(W) AD(       ) 3
 MQ0493  NAD 27      -  41 21 52.36202(N)    109 16 39.54699(W) AD(       ) 3
 MQ0493  NGVD 29 (07/19/86) 2243.6    (m)         7361.     (f) LEVELING    3  
 MQ0493
 MQ0493.Superseded values are not recommended for survey control.
 MQ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0493.See file dsdata.txt to determine how the superseded data were derived.
 MQ0493
 MQ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL4399680653(NAD 83)
 MQ0493_MARKER: DD = SURVEY DISK
 MQ0493_SETTING: 0 = UNSPECIFIED SETTING
 MQ0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0493
 MQ0493  HISTORY     - Date     Condition        Report By
 MQ0493  HISTORY     - 1955     MONUMENTED       USGS
 MQ0493
 MQ0493                          STATION DESCRIPTION
 MQ0493
 MQ0493'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MQ0493'LOCATED ABOUT 2.0 MI. (AIRLINE) W. OF BITTER CREEK AND ABOUT 2.0 MI.
 MQ0493'N. OF A RD. TO CLAY BASIN.  ON A PROMINENT KNOLL, ON A LARGE RIDGE
 MQ0493'KNOWN LOCALLY AS ---BACON RIDGE---.
 MQ0493'
 MQ0493'TO REACH FROM POST OFFICE AT ROCK SPRINGS, WYOMING, GO S. ON STATE
 MQ0493'HIGHWAY 430 14.3 MI. TO A RD. W., TURN RIGHT (W.) AND GO 6.5 MI. TO
 MQ0493'A Y-RD., TAKE FORK W. AND S. 32.6 MI. TO TOP OF BACON RIDGE AND A
 MQ0493'DIM RD. N., TURN RIGHT N. ON DIM RD. 2.4 MI. TO A KNOLL ON YOUR LEFT,
 MQ0493'AND END OF TRUCK TRAVEL.  PACK W. TO STATION.
 MQ0493'
 MQ0493'STATION MARK--STANDARD USGS TABLET, STAMPED ---RAMSEY 1955---, SET
 MQ0493'IN A CONCRETE POST PROJECTING 0.7 FT. ABOVE GROUND.
 MQ0493'
 MQ0493'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0501 ***********************************************************************
 PW0501  DESIGNATION -  RANCHESTER MUNICIPAL TOWER
 PW0501  PID         -  PW0501
 PW0501  STATE/COUNTY-  WY/SHERIDAN
 PW0501  USGS QUAD   -  RANCHESTER (1978)
 PW0501
 PW0501                         *CURRENT SURVEY CONTROL
 PW0501  ___________________________________________________________________
 PW0501* NAD 83(1993)-  44 54 32.52277(N)    107 09 48.56746(W)     ADJUSTED  
 PW0501* NAVD 88     -                                                        
 PW0501  ___________________________________________________________________
 PW0501  LAPLACE CORR-         -12.07  (seconds)                    DEFLEC99
 PW0501  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 PW0501
 PW0501  HORZ ORDER  -  THIRD
 PW0501
 PW0501.The horizontal coordinates were established by classical geodetic methods
 PW0501.and adjusted by the National Geodetic Survey in January 1997..
 PW0501
 PW0501
 PW0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0501
 PW0501.The geoid height was determined by GEOID03.
 PW0501
 PW0501;                    North         East     Units Scale Factor Converg.
 PW0501;SPC WYEC     -   589,769.928   413,411.868   MT  0.99993971   +0 07 11.7
 PW0501;SPC MT       -    76,007.063   784,500.546   MT  1.00005581   +1 42 33.0
 PW0501;SPC MT       -   249,367.00  2,573,820.69   iFT  1.00005581   +1 42 33.0
 PW0501;UTM  13      - 4,975,122.270   329,214.035   MT  0.99995867   -1 31 39.9
 PW0501
 PW0501                          SUPERSEDED SURVEY CONTROL
 PW0501
 PW0501  NAD 83(1986)-  44 54 32.51281(N)    107 09 48.54697(W) AD(       ) 4
 PW0501  NAD 27      -  44 54 32.62000(N)    107 09 46.27200(W) AD(       ) 3
 PW0501
 PW0501.Superseded values are not recommended for survey control.
 PW0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0501.See file dsdata.txt to determine how the superseded data were derived.
 PW0501
 PW0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK2921475122(NAD 83)
 PW0501_MARKER: 55 = TOWER
 PW0501
 PW0501  HISTORY     - Date     Condition        Report By
 PW0501  HISTORY     - 1925     FIRST OBSERVED   CGS
 PW0501  HISTORY     - 1957     GOOD             CGS
 PW0501
 PW0501                          STATION DESCRIPTION
 PW0501
 PW0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0501'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0517 ***********************************************************************
 PW0517  DESIGNATION -  RANCHESTER NW BASE
 PW0517  PID         -  PW0517
 PW0517  STATE/COUNTY-  WY/SHERIDAN
 PW0517  USGS QUAD   -  DAYTON NORTH (1978)
 PW0517
 PW0517                         *CURRENT SURVEY CONTROL
 PW0517  ___________________________________________________________________
 PW0517* NAD 83(1993)-  44 57 15.93391(N)    107 16 26.12700(W)     ADJUSTED  
 PW0517* NAVD 88     -      1247.9    (meters)    4094.     (feet)  VERTCON   
 PW0517  ___________________________________________________________________
 PW0517  LAPLACE CORR-         -13.49  (seconds)                    DEFLEC99
 PW0517  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 PW0517
 PW0517  HORZ ORDER  -  FIRST
 PW0517
 PW0517.The horizontal coordinates were established by classical geodetic methods
 PW0517.and adjusted by the National Geodetic Survey in January 1997..
 PW0517
 PW0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0517
 PW0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0517
 PW0517.The geoid height was determined by GEOID03.
 PW0517
 PW0517;                    North         East     Units Scale Factor Converg.
 PW0517;SPC WYEC     -   594,801.727   404,687.644   MT  0.99993777   +0 02 31.1
 PW0517;SPC MT       -    80,795.682   775,639.331   MT  1.00002766   +1 37 42.2
 PW0517;SPC MT       -   265,077.70  2,544,748.46   iFT  1.00002766   +1 37 42.2
 PW0517;UTM  13      - 4,980,403.143   320,637.831   MT  0.99999560   -1 36 25.4
 PW0517
 PW0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0517!SPC WYEC     -   0.99980636  x   0.99993777  =   0.99974414
 PW0517!SPC MT       -   0.99980636  x   1.00002766  =   0.99983402
 PW0517!UTM  13      -   0.99980636  x   0.99999560  =   0.99980196
 PW0517
 PW0517:                Primary Azimuth Mark                     Grid Az
 PW0517:SPC WYEC     -  WOLF                                     043 06 16.0
 PW0517:SPC MT       -  WOLF                                     041 31 04.9
 PW0517:UTM  13      -  WOLF                                     044 45 12.5
 PW0517
 PW0517|---------------------------------------------------------------------|
 PW0517| PID    Reference Object                     Distance      Geod. Az  |
 PW0517|                                                           dddmmss.s |
 PW0517| PW0503 WOLF                                APPROX. 6.8 KM 0430847.1 |
 PW0517| CQ6390 RANCHESTER NW BASE RM 2                            10945     |
 PW0517| PW0501 RANCHESTER MUNICIPAL TOWER          APPROX.10.1 KM 1200100.0 |
 PW0517|---------------------------------------------------------------------|
 PW0517
 PW0517                          SUPERSEDED SURVEY CONTROL
 PW0517
 PW0517  NAD 83(1986)-  44 57 15.92225(N)    107 16 26.11044(W) AD(       ) 1
 PW0517  NAD 27      -  44 57 16.03400(N)    107 16 23.81600(W) AD(       ) 1
 PW0517  NGVD 29 (07/19/86) 1247.1    (m)         4092.     (f) VERT ANG       
 PW0517
 PW0517.Superseded values are not recommended for survey control.
 PW0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0517.See file dsdata.txt to determine how the superseded data were derived.
 PW0517
 PW0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK2063880403(NAD 83)
 PW0517_MARKER: DS = TRIANGULATION STATION DISK
 PW0517_SETTING: 0 = UNSPECIFIED SETTING
 PW0517
 PW0517  HISTORY     - Date     Condition        Report By
 PW0517  HISTORY     - 1925     MONUMENTED       CGS
 PW0517  HISTORY     - 1964     GOOD             USGS
 PW0517
 PW0517                          STATION DESCRIPTION
 PW0517
 PW0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PW0517'ABOUT 6 MILES NORTHWEST OF RANCHESTER, ABOUT 1.6 MILES NORTHWEST
 PW0517'OF END OF FIRST TANGENT WEST OF RANCHESTER ALONG CHICAGO,
 PW0517'BURLINGTON AND QUINCY RAILROAD, ON PROLONGATION OF NORTHEAST
 PW0517'RAIL, ABOUT 1 MILE NORTH OF GRAIN ELEVATOR AT OHLMAN, IN
 PW0517'SW 1/4 SEC. 32, T. 58 N., R. 86 W., ABOUT 150 METERS (492
 PW0517'FEET) WEST OF COUNTY ROAD, ON HIGHEST POINT OF RIDGE IN
 PW0517'FORMERLY CULTIVATED FIELD, AND ON LAND OWNED BY PERRY COOPER
 PW0517'WHO LIVES AT BASE OF RIDGE ABOUT 250 METERS (820 FEET) SOUTH
 PW0517'FROM STATION.  TO REACH FOLLOW CUSTER BATTLEFIELD HIGHWAY TO
 PW0517'OHLMAN, AND PROCEED NORTH TO MR. COOPERS PLACE WHICH IS
 PW0517'FIRST HOUSE ON WEST SIDE OF ROAD AFTER CROSSING CHICAGO,
 PW0517'BURLINGTON AND QUINCY RAILROAD TRACKS.  STATION AND
 PW0517'REFERENCE MARKS ARE TABLETS IN CONCRETE POSTS.
 PW0517'REFERENCE MARK NO. 1 IS 148.669 METERS (487.76 FEET)
 PW0517'FROM STATION N 62 DEG 57 MIN E.  NO. 2
 PW0517'IS 161.251 METERS (529.04 FEET) FROM STATION S 70 DEG 15 MIN E.
 PW0517
 PW0517                          STATION RECOVERY (1964)
 PW0517
 PW0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (DWH)
 PW0517'ABOUT 5.7 MI. NW ON HWY 87 FROM JUNCTION OF HIGHWAYS 87 AND
 PW0517'14 AT RANCHESTER.  TO COUNTY ROAD NORTH PROCEED 1.0 MI. NORTH
 PW0517'TO A FIELD ROAD WEST.  ABOUT 0.1 MI. NORTH OF FARM BUILDINGS.
 PW0517'STATION IS IN HAY FIELD ON WEST SIDE OF ROAD.  STATION AND
 PW0517'REFERENCE MARKS ARE TABLETS IN CONCRETE POSTS.  REFERENCE
 PW0517'MARK NO. 1 IS 148.669 METERS (487.76 FEET) FROM STATION.
 PW0517'NO. 2 IS 161.251 METERS (529.04 FT) FR. STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0581 ***********************************************************************
 PW0581  DESIGNATION -  RANCHESTER NW BASE
 PW0581  PID         -  PW0581
 PW0581  STATE/COUNTY-  WY/SHERIDAN
 PW0581  USGS QUAD   -  RANCHESTER (1978)
 PW0581
 PW0581                         *CURRENT SURVEY CONTROL
 PW0581  ___________________________________________________________________
 PW0581* NAD 83(1993)-  44 56 30.12724(N)    107 14 35.35616(W)     ADJUSTED  
 PW0581* NAVD 88     -      1248.0    (meters)    4094.     (feet)  VERTCON   
 PW0581  ___________________________________________________________________
 PW0581  LAPLACE CORR-         -13.23  (seconds)                    DEFLEC99
 PW0581  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 PW0581
 PW0581  HORZ ORDER  -  THIRD
 PW0581
 PW0581.The horizontal coordinates were established by classical geodetic methods
 PW0581.and adjusted by the National Geodetic Survey in January 1997..
 PW0581
 PW0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0581
 PW0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0581
 PW0581.The geoid height was determined by GEOID03.
 PW0581
 PW0581;                    North         East     Units Scale Factor Converg.
 PW0581;SPC WYEC     -   593,390.019   407,117.078   MT  0.99993812   +0 03 49.3
 PW0581;UTM  13      - 4,978,922.038   323,025.765   MT  0.99998514   -1 35 05.8
 PW0581
 PW0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0581!SPC WYEC     -   0.99980636  x   0.99993812  =   0.99974449
 PW0581!UTM  13      -   0.99980636  x   0.99998514  =   0.99979150
 PW0581
 PW0581:                Primary Azimuth Mark                     Grid Az
 PW0581:SPC WYEC     -  RANCHESTER SE BASE                       120 08 56.2
 PW0581:UTM  13      -  RANCHESTER SE BASE                       121 47 51.3
 PW0581
 PW0581|---------------------------------------------------------------------|
 PW0581| PID    Reference Object                     Distance      Geod. Az  |
 PW0581|                                                           dddmmss.s |
 PW0581| PW0582 RANCHESTER SE BASE                  APPROX. 6.4 KM 1201245.5 |
 PW0581|---------------------------------------------------------------------|
 PW0581
 PW0581                          SUPERSEDED SURVEY CONTROL
 PW0581
 PW0581  NAD 83(1986)-  44 56 30.11328(N)    107 14 35.33857(W) AD(       ) 3
 PW0581  NGVD 29 (11/30/89) 1247.2    (m)         4092.     (f) VERT ANG       
 PW0581
 PW0581.Superseded values are not recommended for survey control.
 PW0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0581.See file dsdata.txt to determine how the superseded data were derived.
 PW0581
 PW0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK2302678922(NAD 83)
 PW0581_MARKER: Z = SEE DESCRIPTION
 PW0581_SETTING: 0 = UNSPECIFIED SETTING
 PW0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0581
 PW0581  HISTORY     - Date     Condition        Report By
 PW0581  HISTORY     - 1896     MONUMENTED       USGS
 PW0581
 PW0581                          STATION DESCRIPTION
 PW0581
 PW0581'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PW0581'ONE THOUSAND THREE HUNDRED AND FIFTY FEET BEYOND THE NW. EXTREMITY OF
 PW0581'THE FIRST TANGENT W. OF RANCHESTER STATION.  BURLINGTON AND MISSOURI
 PW0581'RIVER RAILROAD.
 PW0581'
 PW0581'NOT RECOVERED IN 1964, USGS.
 PW0581'
 PW0581'STATION MARK--A DRESSED STONE 36 BY 6 BY 6 INCHES, SET 30 IN. IN
 PW0581'THE GROUND.
 PW0581'
 PW0581'REFERENCE MARK--USGS IRON POST SET AT RIGHT ANGLES TO BASE LINE,
 PW0581'129.00 FT. FROM STATION, N 30 DEGREES 13 MINUTES, NE. MINUTES 48
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0502 ***********************************************************************
 PW0502  DESIGNATION -  RANCHESTER SE BASE
 PW0502  PID         -  PW0502
 PW0502  STATE/COUNTY-  WY/SHERIDAN
 PW0502  USGS QUAD   -  RANCHESTER (1978)
 PW0502
 PW0502                         *CURRENT SURVEY CONTROL
 PW0502  ___________________________________________________________________
 PW0502* NAD 83(1993)-  44 54 53.12113(N)    107 10 25.32851(W)     ADJUSTED  
 PW0502* NAVD 88     -      1168.0    (meters)    3832.     (feet)  VERTCON   
 PW0502  ___________________________________________________________________
 PW0502  LAPLACE CORR-         -12.28  (seconds)                    DEFLEC99
 PW0502  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 PW0502
 PW0502  HORZ ORDER  -  FIRST
 PW0502
 PW0502.The horizontal coordinates were established by classical geodetic methods
 PW0502.and adjusted by the National Geodetic Survey in January 1997..
 PW0502
 PW0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0502
 PW0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0502
 PW0502.The geoid height was determined by GEOID03.
 PW0502
 PW0502;                    North         East     Units Scale Factor Converg.
 PW0502;SPC WYEC     -   590,404.112   412,604.258   MT  0.99993945   +0 06 45.7
 PW0502;SPC MT       -    76,618.676   783,675.565   MT  1.00005223   +1 42 06.1
 PW0502;SPC MT       -   251,373.61  2,571,114.06   iFT  1.00005223   +1 42 06.1
 PW0502;UTM  13      - 4,975,779.428   328,424.978   MT  0.99996199   -1 32 06.4
 PW0502
 PW0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0502!SPC WYEC     -   0.99981893  x   0.99993945  =   0.99975839
 PW0502!SPC MT       -   0.99981893  x   1.00005223  =   0.99987115
 PW0502!UTM  13      -   0.99981893  x   0.99996199  =   0.99978092
 PW0502
 PW0502|---------------------------------------------------------------------|
 PW0502| PID    Reference Object                     Distance      Geod. Az  |
 PW0502|                                                           dddmmss.s |
 PW0502| CQ6391 RANCHESTER SE BASE RM 1             341.087 METERS 14556     |
 PW0502| CQ6392 RANCHESTER SE BASE RM 2             168.160 METERS 18441     |
 PW0502|---------------------------------------------------------------------|
 PW0502
 PW0502                          SUPERSEDED SURVEY CONTROL
 PW0502
 PW0502  NAD 83(1986)-  44 54 53.10942(N)    107 10 25.31172(W) AD(       ) 1
 PW0502  NAD 27      -  44 54 53.21600(N)    107 10 23.03200(W) AD(       ) 1
 PW0502  NGVD 29 (07/19/86) 1167.2    (m)         3829.     (f) VERT ANG       
 PW0502
 PW0502.Superseded values are not recommended for survey control.
 PW0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0502.See file dsdata.txt to determine how the superseded data were derived.
 PW0502
 PW0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK2842575779(NAD 83)
 PW0502_MARKER: DD = SURVEY DISK
 PW0502_SETTING: 0 = UNSPECIFIED SETTING
 PW0502
 PW0502  HISTORY     - Date     Condition        Report By
 PW0502  HISTORY     - 1925     MONUMENTED       CGS
 PW0502  HISTORY     - 1964     GOOD             USGS
 PW0502  HISTORY     - 1966     GOOD             CGS
 PW0502
 PW0502                          STATION DESCRIPTION
 PW0502
 PW0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PW0502'ABOUT 1/2 MILE NORTHWEST OF DEPOT AT RANCHESTER, 170 METERS
 PW0502'(558 FEET) NORTHWEST OF CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0502'TRACK, 18 METERS (59 FEET) EAST OF EAST FENCE LINE ALONG CUSTER
 PW0502'BATTLEFIELD HIGHWAY, AND 9 METERS (30 FEET) SOUTHEAST OF
 PW0502'UPPER IRRIGATION DITCH ON SOUTHEAST SLOPE OF RIDGE.  STATION
 PW0502'AND REFERENCE MARKS ARE TABLETS IN CONCRETE POSTS.  REFERENCE
 PW0502'MARK NO. 1 IS 341.087 METERS (1,119.05 FEET) FROM STATION
 PW0502'S 34 DEG 04 MIN E.  NO. 2 IS 168.160 METERS
 PW0502'(551.70 FEET) FROM STATION S 04 DEG 41 MIN W.
 PW0502
 PW0502                          STATION RECOVERY (1964)
 PW0502
 PW0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (DWH)
 PW0502'ABOUT 1.0 MI. NW ALONG HWY 87 FROM JUNCTION OF HIGHWAYS 87
 PW0502'AND 14 AT RANCHESTER.  TO A LANE NORTH.  STATION IS 200 FT.
 PW0502'SOUTH AND 57 FT. EAST OF FENCE CROSSING LANE.  REST OF DESCRIPTION
 PW0502'O.K.
 PW0502
 PW0502                          STATION RECOVERY (1966)
 PW0502
 PW0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 PW0502'THE STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE
 PW0502'IN GOOD CONDITION.  REFERENCE MARKS ONE AND TWO WERE NOT
 PW0502'SEARCHED FOR DUE TO THEIR GREAT DISTANCES AND THE LATENESS OF
 PW0502'THE EVENING.  A NEW DESCRIPTION FOLLOWS.
 PW0502'
 PW0502'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 PW0502'AND 14 IN RANCHESTER, GO WEST ON U.S. HIGHWAY 87 FOR 1.0
 PW0502'MILE.  TURN RIGHT OFF THE HIGHWAY AND GO NORTH ON A DIRT
 PW0502'ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.  IT IS ABOUT
 PW0502'100 FEET EAST OF THE CENTER OF THE DIRT ROAD, ABOUT 60 FEET
 PW0502'EAST OF A FENCE LINE AND ABOUT 30 FEET SOUTHEAST OF THE UPPER
 PW0502'ONE OF TWO IRRIGATION DITCHES.  THIS STATION WAS OCCUPIED
 PW0502'BY ASTRONOMIC PARTY G-47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0582 ***********************************************************************
 PW0582  DESIGNATION -  RANCHESTER SE BASE
 PW0582  PID         -  PW0582
 PW0582  STATE/COUNTY-  WY/SHERIDAN
 PW0582  USGS QUAD   -  RANCHESTER (1978)
 PW0582
 PW0582                         *CURRENT SURVEY CONTROL
 PW0582  ___________________________________________________________________
 PW0582* NAD 83(1993)-  44 54 45.73036(N)    107 10 23.23927(W)     ADJUSTED  
 PW0582* NAVD 88     -      1150.     (meters)    3773.     (feet)  SCALED    
 PW0582  ___________________________________________________________________
 PW0582  LAPLACE CORR-         -12.34  (seconds)                    DEFLEC99
 PW0582  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 PW0582
 PW0582  HORZ ORDER  -  THIRD
 PW0582
 PW0582.The horizontal coordinates were established by classical geodetic methods
 PW0582.and adjusted by the National Geodetic Survey in January 1997..
 PW0582
 PW0582.The orthometric height was scaled from a topographic map.
 PW0582
 PW0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0582
 PW0582.The geoid height was determined by GEOID03.
 PW0582
 PW0582;                    North         East     Units Scale Factor Converg.
 PW0582;SPC WYEC     -   590,176.067   412,650.532   MT  0.99993947   +0 06 47.2
 PW0582;UTM  13      - 4,975,550.142   328,464.676   MT  0.99996183   -1 32 04.8
 PW0582
 PW0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0582!SPC WYEC     -   0.99982178  x   0.99993947  =   0.99976126
 PW0582!UTM  13      -   0.99982178  x   0.99996183  =   0.99978361
 PW0582
 PW0582:                Primary Azimuth Mark                     Grid Az
 PW0582:SPC WYEC     -  CAMPBELL                                 168 40 28.7
 PW0582:UTM  13      -  CAMPBELL                                 170 19 20.7
 PW0582
 PW0582|---------------------------------------------------------------------|
 PW0582| PID    Reference Object                     Distance      Geod. Az  |
 PW0582|                                                           dddmmss.s |
 PW0582| PW0573 CAMPBELL                            APPROX. 6.3 KM 1684715.9 |
 PW0582|---------------------------------------------------------------------|
 PW0582
 PW0582                          SUPERSEDED SURVEY CONTROL
 PW0582
 PW0582  NAD 83(1986)-  44 54 45.71582(N)    107 10 23.21701(W) AD(       ) 3
 PW0582
 PW0582.Superseded values are not recommended for survey control.
 PW0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0582.See file dsdata.txt to determine how the superseded data were derived.
 PW0582
 PW0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK2846575550(NAD 83)
 PW0582_MARKER: Z = SEE DESCRIPTION
 PW0582_SETTING: 0 = UNSPECIFIED SETTING
 PW0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0582
 PW0582  HISTORY     - Date     Condition        Report By
 PW0582  HISTORY     - 1896     MONUMENTED       USGS
 PW0582
 PW0582                          STATION DESCRIPTION
 PW0582
 PW0582'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PW0582'STATION LOCATED 0.5 MI. W. OF RANCHESTER STATION, AND 600 FT. W. OF
 PW0582'THE WATER TANK, ON THE EMBANKMENT SW. OF THE TRACK.
 PW0582'
 PW0582'NOT RECOVERED IN 1964, USGS.
 PW0582'
 PW0582'STATION MARK--A DRESSED STONE 36 BY 6 BY 6 INCHES, SET 30 IN. IN
 PW0582'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0439 ***********************************************************************
 OW0439  DESIGNATION -  RANGER
 OW0439  PID         -  OW0439
 OW0439  STATE/COUNTY-  WY/FREMONT
 OW0439  USGS QUAD   -  ST LAWRENCE BASIN (1993)
 OW0439
 OW0439                         *CURRENT SURVEY CONTROL
 OW0439  ___________________________________________________________________
 OW0439* NAD 83(1993)-  43 01 58.89701(N)    109 09 58.87610(W)     ADJUSTED  
 OW0439* NAVD 88     -      2636.21   (+/-2cm)    8649.0    (feet)  VERTCON   
 OW0439  ___________________________________________________________________
 OW0439  LAPLACE CORR-         -21.93  (seconds)                    DEFLEC99
 OW0439  GEOID HEIGHT-          -9.05  (meters)                     GEOID03
 OW0439
 OW0439  HORZ ORDER  -  THIRD
 OW0439  VERT ORDER  -  THIRD ? (See Below)
 OW0439
 OW0439.The horizontal coordinates were established by classical geodetic methods
 OW0439.and adjusted by the National Geodetic Survey in January 1997..
 OW0439
 OW0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0439.The vertical order pertains to the NGVD 29 superseded value.
 OW0439
 OW0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0439
 OW0439.The geoid height was determined by GEOID03.
 OW0439
 OW0439;                    North         East     Units Scale Factor Converg.
 OW0439;SPC WYWC     -   281,406.743   566,070.342   MT  0.99995166   -0 17 02.9
 OW0439;UTM  12      - 4,766,113.872   649,379.145   MT  0.99987451   +1 15 05.6
 OW0439
 OW0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0439!SPC WYWC     -   0.99958817  x   0.99995166  =   0.99953985
 OW0439!UTM  12      -   0.99958817  x   0.99987451  =   0.99946273
 OW0439
 OW0439:                Primary Azimuth Mark                     Grid Az
 OW0439:SPC WYWC     -  MAGNUSON                                 140 19 10.6
 OW0439:UTM  12      -  MAGNUSON                                 138 47 02.1
 OW0439
 OW0439|---------------------------------------------------------------------|
 OW0439| PID    Reference Object                     Distance      Geod. Az  |
 OW0439|                                                           dddmmss.s |
 OW0439| NS0266 MAGNUSON                            APPROX. 5.5 KM 1400207.7 |
 OW0439|---------------------------------------------------------------------|
 OW0439
 OW0439                          SUPERSEDED SURVEY CONTROL
 OW0439
 OW0439  NAD 83(1986)-  43 01 58.86499(N)    109 09 58.85807(W) AD(       ) 3
 OW0439  NGVD 29 (11/06/89) 2634.94   (m)         8644.8    (f) LEVELING    3  
 OW0439
 OW0439.Superseded values are not recommended for survey control.
 OW0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0439.See file dsdata.txt to determine how the superseded data were derived.
 OW0439
 OW0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN4937966114(NAD 83)
 OW0439_MARKER: DS = TRIANGULATION STATION DISK
 OW0439_SETTING: 0 = UNSPECIFIED SETTING
 OW0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0439
 OW0439  HISTORY     - Date     Condition        Report By
 OW0439  HISTORY     - 1948     MONUMENTED       USGS
 OW0439
 OW0439                          STATION DESCRIPTION
 OW0439
 OW0439'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0439'STATION LOCATED ABOUT 15 MI. (AIRLINE) W. OF FT. WASHAKIE, ABOUT 0.5
 OW0439'MI. E. OF ST. LAWRENCE RANGER STATION, ON RIM OF RIDGE.  LONG AXIS OF
 OW0439'RIDGE EXTENDS E. AND W.  N. SIDE SLOPES GENTLY UP TO RIM, S. SIDE
 OW0439'DROPS OFF SHARPLY INTO BASIN CONTAINING WILSON CREEK AND ESTIMATED
 OW0439'DEPTH OF 500 FT.  STATION ABOUT MIDWAY OF LONG AXIS OF RIDGE IN MIDDLE
 OW0439'OF BROAD BARE OPENING BETWEEN PINE TREE GROVES.  OPENING EXTENDS ALL
 OW0439'THE WAY FROM RD. LEADING TO RANGER STATION TO TOP OF RIM ON N. SIDE OF
 OW0439'RIDGE.  SEC. 30, T 1 N, R 3 W.
 OW0439'
 OW0439'TO REACH STATION FROM FT. WASHAKIE, FOLLOW U.S. HIGHWAY 287 N. 7.0
 OW0439'MI., BEAR LEFT ON GRADED RD. AT BOTTOM OF SAGE CREEK VALLEY, AND
 OW0439'FOLLOW MAIN RD. W. AND NW. 5.4 MI., TAKE LEFT FORK AT FOOT OF CURVED
 OW0439'GRADE AND TRAVEL SW. 1.4 MI. TO T-RD. INTERSECTION AT CURVE IN RD.,
 OW0439'FOLLOW CURVE AROUND TO LEFT AND GO SW. ALONG GRADED RD. 11.0 MI. TO
 OW0439'Y-FORK WHERE THERE IS SIGN NAILED ON PINE TREE WITH INSCRIPTION
 OW0439'--BUD LE CLAIRE CAMP--, TAKE LEFT FORK AND CONTINUE W. 0.8 MI., TURN
 OW0439'LEFT ONTO FAINT TRACK RD. AND GO S. 0.3 MI. UP RIDGE TO RIM AND
 OW0439'STATION.  TRUCK TRAVEL POSSIBLE ALL THE WAY.
 OW0439'
 OW0439'STATION MARK--STANDARD USGS TABLET SET IN GRANITE BOULDER ABOUT 1.5
 OW0439'FT. IN DIAMETER AND STAMPED---RANGER 1948---.
 OW0439'
 OW0439'REFERENCE MARK NO. 1--STANDARD TABLET SET IN GRANITE BOULDER AT
 OW0439'SLIGHTLY LOWER ELEVATION THAN STATION, 15.74 FT. S. OF STATION IN
 OW0439'TRUE AZIMUTH 345 DEGREES 00 MINUTES.
 OW0439'
 OW0439'REFERENCE MARK NO. 2--STANDARD TABLET SET IN GRANITE BOULDER AT
 OW0439'SLIGHTLY HIGHER ELEVATION THAN STATION, 139.75 FT. W. OF STATION IN
 OW0439'TRUE AZIMUTH 56 DEGREES 57 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0250 ***********************************************************************
 OW0250  DESIGNATION -  RANKIN
 OW0250  PID         -  OW0250
 OW0250  STATE/COUNTY-  WY/HOT SPRINGS
 OW0250  USGS QUAD   -  BLUE MESA WEST (1985)
 OW0250
 OW0250                         *CURRENT SURVEY CONTROL
 OW0250  ___________________________________________________________________
 OW0250* NAD 83(1993)-  43 57 26.84915(N)    108 28 44.01684(W)     ADJUSTED  
 OW0250* NAVD 88     -      1795.6    (meters)    5891.     (feet)  VERTCON   
 OW0250  ___________________________________________________________________
 OW0250  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 OW0250  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 OW0250
 OW0250  HORZ ORDER  -  THIRD
 OW0250
 OW0250.The horizontal coordinates were established by classical geodetic methods
 OW0250.and adjusted by the National Geodetic Survey in January 1997..
 OW0250
 OW0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0250
 OW0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0250
 OW0250.The geoid height was determined by GEOID03.
 OW0250
 OW0250;                    North         East     Units Scale Factor Converg.
 OW0250;SPC WYWC     -   384,058.439   621,758.589   MT  0.99994332   +0 11 17.5
 OW0250;UTM  12      - 4,870,237.834   702,274.310   MT  1.00010325   +1 45 02.0
 OW0250
 OW0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0250!SPC WYWC     -   0.99972054  x   0.99994332  =   0.99966387
 OW0250!UTM  12      -   0.99972054  x   1.00010325  =   0.99982376
 OW0250
 OW0250:                Primary Azimuth Mark                     Grid Az
 OW0250:SPC WYWC     -  BADGER                                   090 25 23.9
 OW0250:UTM  12      -  BADGER                                   088 51 39.4
 OW0250
 OW0250|---------------------------------------------------------------------|
 OW0250| PID    Reference Object                     Distance      Geod. Az  |
 OW0250|                                                           dddmmss.s |
 OW0250| OW0387 BADGER                              APPROX.10.5 KM 0903641.4 |
 OW0250|---------------------------------------------------------------------|
 OW0250
 OW0250                          SUPERSEDED SURVEY CONTROL
 OW0250
 OW0250  NAD 83(1986)-  43 57 26.83923(N)    108 28 44.00560(W) AD(       ) 3
 OW0250  NAD 27      -  43 57 27.00967(N)    108 28 41.60788(W) AD(       ) 3
 OW0250  NGVD 29 (11/06/89) 1794.6    (m)         5888.     (f) VERT ANG       
 OW0250
 OW0250.Superseded values are not recommended for survey control.
 OW0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0250.See file dsdata.txt to determine how the superseded data were derived.
 OW0250
 OW0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP0227470238(NAD 83)
 OW0250_MARKER: DD = SURVEY DISK
 OW0250_SETTING: 0 = UNSPECIFIED SETTING
 OW0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0250
 OW0250  HISTORY     - Date     Condition        Report By
 OW0250  HISTORY     - 1948     MONUMENTED       USGS
 OW0250  HISTORY     - 1954     GOOD             USGS
 OW0250
 OW0250                          STATION DESCRIPTION
 OW0250
 OW0250'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0250'STATION IS LOCATED CENTRALLY ON N-S. RIDGE-LIKE TOP, 50 FT. FROM S.
 OW0250'END AND ABOUT 125 FT. FROM THE N. END IN SEC. 15, T 46 N, R 97 W.
 OW0250'TOP IS THE THIRD TOP FROM E. END OF A SERIES OF TOPS.
 OW0250'
 OW0250'TO REACH FROM U.S. POST OFFICE IN MEETEETSE, GO SE. ON WYOMING STATE
 OW0250'HIGHWAY 120 FOR 17.4 MI., THENCE LEFT ON GOOSEBERRY CREEK ROAD FOR
 OW0250'2.2 MI. TO RD. FORKS AND GATE, THENCE ON RIGHT FORK, PASSING THROUGH
 OW0250'GATE FOR 0.4 MI. TO SECOND GATE, THENCE CONTINUE ON SAME RD. FOR 1.4
 OW0250'MI. TO RD. FORKS, THENCE ON RIGHT FORK FOR 2.8 MI. TO RD. FORKS,
 OW0250'THENCE ON LEFT FORK FOR 3.2 MI., STAYING ON THE MAIN RD. AT ALL TIMES,
 OW0250'TO RANKIN MAIL BOX AND RANCH RD., THENCE RIGHT ON THE RANKIN RANCH RD.
 OW0250'FOR 0.85 MI., PASSING THROUGH THREE GATES, TO THE RANKIN RANCH YARD,
 OW0250'THENCE CONTINUE S. FOR 0.15 MI., PASSING THROUGH TWO GATES, TO THE
 OW0250'BASE OF HIGH GROUND, THENCE CONTINUE S. FOR 1.4 MI., FOLLOWING ONE
 OW0250'OF THE RIDGE LINES, TO WHERE THE GROUND DROPS AWAY SHARPLY, THENCE
 OW0250'CONTINUE LEFT, FOLLOWING THE HIGH RIDGE-LIKE END FOR 2.25 MI. TO HIGH
 OW0250'OBLONG TOP AND STATION.
 OW0250'
 OW0250'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 OW0250'---RANKIN 1948---.
 OW0250'
 OW0250'REFERENCE MARK NO. 1--STANDARD TABLET SET IN CONCRETE MONUMENT,
 OW0250'STAMPED---RANKIN NO. 1 1948---, 26.15 FT. N 15 DEGREES
 OW0250'07 MINUTES, NW FROM STATION.
 OW0250'
 OW0250'REFERENCE MARK NO. 2--2 IN. PIPE, 6.8 FT. N 81 DEGREES
 OW0250'24 MINUTES, NE FROM STATION.
 OW0250
 OW0250                          STATION RECOVERY (1954)
 OW0250
 OW0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OW0250'STATION IS LOCATED CENTRALLY ON N-S. RIDGE-LIKE TOP, 50 FT. FROM S.
 OW0250'END AND ABOUT 125 FT. FROM THE N. END IN SEC.15 T.46 N., R.97 W.,
 OW0250'TOP IS THE THIRD TOP FROM THE E. END OF A SERIES OF TOPS.
 OW0250'
 OW0250'TO REACH FROM U.S. POST OFFICE IN MEETEETSE, GO SE. ON WYOMING STATE
 OW0250'HIGHWAY 120 FOR 17.4 MI. TURN LEFT ON GOOSEBERRY CREEK RD. FOR 2.2 MI.
 OW0250'TO RD. FORKS AND GATE. TAKE RIGHT FORK FOR 1.8 MI. TO RD. FORKS, TAKE
 OW0250'RIGHT FORK FOR 2.8 MI. TO RD. FORKS, GO LEFT FOR 3.2 MI. STAYING ON
 OW0250'THE MAIN RD. AT ALL TIMES, TO THE RANKIN MAILBOX AND RANCH RD., TURN
 OW0250'RIGHT ON THE RANKIN RANCH RD. FOR 0.85 MI. PASSING THRU THREE GATES,
 OW0250'TO THE RANKIN RANCH YARD, CONTINUE S. FOR 0.15 MI. PASSING THRU TWO
 OW0250'GATES, TO THE BASE OF HIGH GROUND, CONTINUE S. FOR 1.4 MI. FOLLOWING
 OW0250'ONE OF THE RIDGE LINES, TO WHERE THE GROUND DROPS AWAY SHARPLY,
 OW0250'CONTINUE LEFT, FOLLOWING THE HIGH RIDGE LIKE END FOR 2.25 MI. TO HIGH
 OW0250'OBLONG TOP AND STATION.
 OW0250'
 OW0250'STATION MARK - STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 OW0250'---RANKIN 1948---.
 OW0250'
 OW0250'REFERENCE MARK NO.1 - STANDARD TABLET SET IN CONCRETE MONUMENT,
 OW0250'STAMPED ---RANKIN NO.1 1948---, 26.15 FT., N 15 DEG 07 MIN W.
 OW0250'
 OW0250'REFERENCE MARK NO.2 - 2 IN. PIPE 6.8 FT., N 81 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0454 ***********************************************************************
 NR0454  DESIGNATION -  RAPID
 NR0454  PID         -  NR0454
 NR0454  STATE/COUNTY-  WY/FREMONT
 NR0454  USGS QUAD   -  WHISKEY PEAK (1984)
 NR0454
 NR0454                         *CURRENT SURVEY CONTROL
 NR0454  ___________________________________________________________________
 NR0454* NAD 83(1993)-  42 18 44.23154(N)    107 34 23.86332(W)     ADJUSTED  
 NR0454* NAVD 88     -      2812.8    (meters)    9228.     (feet)  VERTCON   
 NR0454  ___________________________________________________________________
 NR0454  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 NR0454  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 NR0454
 NR0454  HORZ ORDER  -  THIRD
 NR0454
 NR0454.The horizontal coordinates were established by classical geodetic methods
 NR0454.and adjusted by the National Geodetic Survey in January 1997..
 NR0454
 NR0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0454
 NR0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0454
 NR0454.The geoid height was determined by GEOID03.
 NR0454
 NR0454;                    North         East     Units Scale Factor Converg.
 NR0454;SPC WYWC     -   201,933.808   697,007.340   MT  1.00005325   +0 47 31.9
 NR0454;UTM  13      - 4,687,657.052   287,924.172   MT  1.00015342   -1 43 58.5
 NR0454
 NR0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0454!SPC WYWC     -   0.99956111  x   1.00005325  =   0.99961434
 NR0454!UTM  13      -   0.99956111  x   1.00015342  =   0.99971446
 NR0454
 NR0454:                Primary Azimuth Mark                     Grid Az
 NR0454:SPC WYWC     -  BAIROIL                                  253 35 34.0
 NR0454:UTM  13      -  BAIROIL                                  256 07 04.4
 NR0454
 NR0454|---------------------------------------------------------------------|
 NR0454| PID    Reference Object                     Distance      Geod. Az  |
 NR0454|                                                           dddmmss.s |
 NR0454| NR0455 BAIROIL                             APPROX. 6.1 KM 2542305.9 |
 NR0454|---------------------------------------------------------------------|
 NR0454
 NR0454                          SUPERSEDED SURVEY CONTROL
 NR0454
 NR0454  NAD 83(1986)-  42 18 44.21855(N)    107 34 23.85907(W) AD(       ) 3
 NR0454  NAD 27      -  42 18 44.37326(N)    107 34 21.60581(W) AD(       ) 3
 NR0454  NGVD 29 (07/19/86) 2811.6    (m)         9224.     (f) VERT ANG       
 NR0454
 NR0454.Superseded values are not recommended for survey control.
 NR0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0454.See file dsdata.txt to determine how the superseded data were derived.
 NR0454
 NR0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG8792487657(NAD 83)
 NR0454
 NR0454  HISTORY     - Date     Condition        Report By
 NR0454  HISTORY     - 1948     MONUMENTED       USGS
 NR0454  HISTORY     - 1961     GOOD             USGS
 NR0454
 NR0454                          STATION DESCRIPTION
 NR0454
 NR0454'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NR0454'STATION IS LOCATED ABOUT 2.0 MI. W. OF MUDDY GAP, WYOMING, AND ABOUT
 NR0454'3.0 MI. N. OF BAIROIL OIL CAMP, WYOMING.
 NR0454'
 NR0454'TO REACH STATION FROM THREE FORKS, FOLLOW U.S. HIGHWAY 287 NW. 1.6
 NR0454'MI., TURN LEFT THRU GATE 3.0 MI. SW. TO FORK, CONTINUE RIGHT ACROSS
 NR0454'DRY DITCH 1.2 MI. TO GATE, CONTINUE 1.3 MI. TO GATE, CONTINUE THRU
 NR0454'0.1 MI. TO ADJOINING RD.  TURN LEFT THRU GATE 0.7 MI. TO FORK,
 NR0454'CONTINUE ACROSS DRY DITCH 1.4 MI. W. TO CREEK, FORD CREEK, CONTINUE
 NR0454'0.5 MI. TO FORK TO TOP OF RIDGE.  CONTINUE LEFT TO GATE 0.5 MI.,
 NR0454'CONTINUE 1.0 MI. TO BOTTOM OF MOUNTAIN (END OF TRUCK TRAVEL) CLIMB
 NR0454'UP SLOPE S. TO STATION.  STATION IS LOCATED ON THE E. TIP ABOUT 1
 NR0454'HR. PACK.
 NR0454'
 NR0454'RECOVERED.
 NR0454'
 NR0454'STATION MARK--STANDARD TABLET SET IN ROCK, AND STAMPED ---RAPID
 NR0454'1948---.
 NR0454'
 NR0454'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN DRILL
 NR0454'HOLE IN ROCK, STAMPED ---RAPID 1948 NO. 1---, 29.20 FT. FROM STATION,
 NR0454'S 74 DEG 56 MIN E.
 NR0454'
 NR0454'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN DRILL
 NR0454'HOLE IN ROCK, STAMPED ---RAPID 1948 NO. 2---, 62.50 FT. FROM STATION,
 NR0454'S 51 DEG W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0509 ***********************************************************************
 PW0509  DESIGNATION -  RAPID
 PW0509  PID         -  PW0509
 PW0509  STATE/COUNTY-  WY/SHERIDAN
 PW0509  USGS QUAD   -  BECKTON (1993)
 PW0509
 PW0509                         *CURRENT SURVEY CONTROL
 PW0509  ___________________________________________________________________
 PW0509* NAD 83(1993)-  44 40 58.19551(N)    107 09 25.43348(W)     ADJUSTED  
 PW0509* NAVD 88     -      1555.6    (meters)    5104.     (feet)  VERTCON   
 PW0509  ___________________________________________________________________
 PW0509  LAPLACE CORR-         -26.42  (seconds)                    DEFLEC99
 PW0509  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 PW0509
 PW0509  HORZ ORDER  -  SECOND
 PW0509
 PW0509.The horizontal coordinates were established by classical geodetic methods
 PW0509.and adjusted by the National Geodetic Survey in January 1997..
 PW0509
 PW0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0509
 PW0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0509
 PW0509.The geoid height was determined by GEOID03.
 PW0509
 PW0509;                    North         East     Units Scale Factor Converg.
 PW0509;SPC WYEC     -   564,635.250   413,973.801   MT  0.99993990   +0 07 26.2
 PW0509;UTM  13      - 4,949,981.335   329,054.464   MT  0.99995936   -1 31 01.8
 PW0509
 PW0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0509!SPC WYEC     -   0.99975784  x   0.99993990  =   0.99969776
 PW0509!UTM  13      -   0.99975784  x   0.99995936  =   0.99971721
 PW0509
 PW0509|---------------------------------------------------------------------|
 PW0509| PID    Reference Object                     Distance      Geod. Az  |
 PW0509|                                                           dddmmss.s |
 PW0509| CQ6394 RAPID RM 1                            4.677 METERS 05013     |
 PW0509| CQ6393 RAPID AZ MK                                        0711246.6 |
 PW0509| CQ6395 RAPID RM 2                            5.170 METERS 30319     |
 PW0509|---------------------------------------------------------------------|
 PW0509
 PW0509                          SUPERSEDED SURVEY CONTROL
 PW0509
 PW0509  NAD 83(1986)-  44 40 58.17897(N)    107 09 25.41407(W) AD(       ) 2
 PW0509  NAD 27      -  44 40 58.28950(N)    107 09 23.15780(W) AD(       ) 2
 PW0509  NGVD 29 (07/19/86) 1554.8    (m)         5101.     (f) VERT ANG       
 PW0509
 PW0509.Superseded values are not recommended for survey control.
 PW0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0509.See file dsdata.txt to determine how the superseded data were derived.
 PW0509
 PW0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK2905449981(NAD 83)
 PW0509_MARKER: DS = TRIANGULATION STATION DISK
 PW0509_SETTING: 80 = SET IN A BOULDER
 PW0509_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PW0509
 PW0509  HISTORY     - Date     Condition        Report By
 PW0509  HISTORY     - 1957     MONUMENTED       CGS
 PW0509
 PW0509                          STATION DESCRIPTION
 PW0509
 PW0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0509'STATION IS ABOUT 13 MILES SOUTHWEST OF SHERIDAN AND 8 MILES
 PW0509'WEST OF BIG HORN, ON THE TRIANGLE-T-RANCH, OWNED AND OPERATED
 PW0509'BY MR. DEAN SAGE WHO LIVES SOUTHEAST OF STATION.
 PW0509'
 PW0509'TO REACH FROM THE FIRST NATIONAL BANK IN SHERIDAN, GO WEST
 PW0509'ON WEST LOUCKS STREET AND FOLLOW SURFACED ROAD WESTERLY FOR
 PW0509'9.8 MILES TO END OF SURFACED ROAD AT SMALL BRIDGE.  CONTINUE
 PW0509'ON GRAVEL ROAD FOR 1.15 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 PW0509'STRAIGHT AHEAD AND FOLLOW MAIN ROAD SOUTHERLY FOR 2.8 MILES
 PW0509'TO A CATTLEGUARD AND SMALL SIGN TRIANGLE-T-RANCH.  CROSS
 PW0509'CATTLEGUARD AND CONTINUE FOR 0.1 MILE TO A TRACK ROAD RIGHT.
 PW0509'TURN RIGHT AND FOLLOW WINDING TRACK ROAD WESTERLY AND
 PW0509'SOUTHERLY FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE
 PW0509'SOUTH FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 PW0509'CONTINUE FOR 0.3 MILE TO A STONE CHIMNEY AND OLD
 PW0509'FOUNDATION ON RIGHT.  CONTINUE WEST FOR 0.3 MILE TO END OF
 PW0509'TRACK ROAD AND STATION.
 PW0509'
 PW0509'STATION MARK IS A STANDARD DISK, STAMPED RAPID 1957.  IT
 PW0509'IS CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER WHICH
 PW0509'PROJECTS 4 INCHES.  A WHITE WITNESS POST WAS SET 3 FEET
 PW0509'SOUTHWEST OF THE MARK.
 PW0509'
 PW0509'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RAPID NO 1 1957.
 PW0509'IT IS CEMENTED IN A DRILL HOLE IN A 5 X 2 FOOT BOULDER WHICH
 PW0509'PROJECTS 2 FEET.
 PW0509'
 PW0509'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RAPID NO 2 1957.
 PW0509'IT IS CEMENTED IN A DRILL HOLE IN A 6 X 4 FOOT BOULDER WHICH
 PW0509'PROJECTS 2 FEET.
 PW0509'
 PW0509'AZIMUTH MARK IS A STANDARD DISK, STAMPED RAPID 1957.  IT IS
 PW0509'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2 FEET.
 PW0509'IT IS 147 FEET WEST OF A FENCE CORNERPOST AND 42 FEET NORTHWEST
 PW0509'OF CENTER OF TRACK ROAD.  A 4 IN X 4 IN WHITE WITNESS POST
 PW0509'WAS SET 4 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0584 ***********************************************************************
 MP0584  DESIGNATION -  RATTLESNAKE
 MP0584  PID         -  MP0584
 MP0584  STATE/COUNTY-  WY/CARBON
 MP0584  USGS QUAD   -  RATTLESNAKE PASS (1982)
 MP0584
 MP0584                         *CURRENT SURVEY CONTROL
 MP0584  ___________________________________________________________________
 MP0584* NAD 83(1993)-  41 42 11.62020(N)    106 35 38.31712(W)     ADJUSTED  
 MP0584* NAVD 88     -      2453.9    (meters)    8051.     (feet)  VERTCON   
 MP0584  ___________________________________________________________________
 MP0584  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 MP0584  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 MP0584
 MP0584  HORZ ORDER  -  FIRST
 MP0584
 MP0584.The horizontal coordinates were established by classical geodetic methods
 MP0584.and adjusted by the National Geodetic Survey in January 1997..
 MP0584
 MP0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0584
 MP0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0584
 MP0584.The geoid height was determined by GEOID03.
 MP0584
 MP0584;                    North         East     Units Scale Factor Converg.
 MP0584;SPC WYEC     -   233,881.319   461,536.389   MT  0.99998408   +0 29 30.8
 MP0584;UTM  13      - 4,618,054.266   367,377.023   MT  0.99981645   -1 03 38.1
 MP0584
 MP0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0584!SPC WYEC     -   0.99961731  x   0.99998408  =   0.99960140
 MP0584!UTM  13      -   0.99961731  x   0.99981645  =   0.99943383
 MP0584
 MP0584:                Primary Azimuth Mark                     Grid Az
 MP0584:SPC WYEC     -  SALT LAKE OMAHA AWY SITE 31 BN           037 29 30.6
 MP0584:UTM  13      -  SALT LAKE OMAHA AWY SITE 31 BN           039 02 39.5
 MP0584
 MP0584|---------------------------------------------------------------------|
 MP0584| PID    Reference Object                     Distance      Geod. Az  |
 MP0584|                                                           dddmmss.s |
 MP0584| MP0518 SALT LAKE OMAHA AWY SITE 31 BN      APPROX.20.7 KM 0375901.4 |
 MP0584| CP6474 RATTLESNAKE RM 1                     21.283 METERS 06225     |
 MP0584| CP6475 RATTLESNAKE RM 2                     13.457 METERS 23901     |
 MP0584| CP6473 RATTLESNAKE AZ MK                                  2543803.6 |
 MP0584| MP0633 SALT LAKE OMAHA SITE 26A BCN        APPROX.67.1 KM 2764050.7 |
 MP0584| MP0611 SALT LAKE CITY OMAHA AWY BN 26      APPROX.55.3 KM 2794231.9 |
 MP0584| MP0580 SALT LAKE OMAHA AWY SITE 29 BN      APPROX.14.4 KM 3312739.8 |
 MP0584|---------------------------------------------------------------------|
 MP0584
 MP0584                          SUPERSEDED SURVEY CONTROL
 MP0584
 MP0584  NAD 83(1986)-  41 42 11.61012(N)    106 35 38.31049(W) AD(       ) 1
 MP0584  NAD 27      -  41 42 11.74600(N)    106 35 36.21400(W) AD(       ) 1
 MP0584  NGVD 29 (07/19/86) 2452.6    (m)         8047.     (f) VERT ANG       
 MP0584
 MP0584.Superseded values are not recommended for survey control.
 MP0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0584.See file dsdata.txt to determine how the superseded data were derived.
 MP0584
 MP0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG6737718054(NAD 83)
 MP0584_MARKER: DD = SURVEY DISK
 MP0584_SETTING: 66 = SET IN ROCK OUTCROP
 MP0584_SP_SET: PARTIALLY EXPOSED BEDROCK
 MP0584_STAMPING: RATTLESNAKE 1933 USGS
 MP0584_MARK LOGO: USGS  
 MP0584
 MP0584  HISTORY     - Date     Condition        Report By
 MP0584  HISTORY     - 1933     MONUMENTED       USGS
 MP0584  HISTORY     - 1948     GOOD             CGS
 MP0584  HISTORY     - 1953     GOOD             USGS
 MP0584  HISTORY     - 1973     GOOD             NGS
 MP0584
 MP0584                          STATION DESCRIPTION
 MP0584
 MP0584'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MP0584'NOT A U.S. GEOLOGICAL SURVEY STATION.  ABOUT 10-1/2 MILES
 MP0584'WEST OF TOWN OF ELK MOUNTAIN, 11-1/2 MILES SOUTH BY WEST OF
 MP0584'HANNA, IN T. 20 N., R. 82 W., ON HIGHEST POINT OF LONG LOW
 MP0584'RIDGE KNOWN AS RATTLESNAKE RIDGE AT NORTHWEST FOOT OF ELK
 MP0584'MOUNTAIN, 22.5 FEET NORTHEAST OF 8-FOOT CAIRN.  TO REACH FROM
 MP0584'TOWN OF ELK MOUNTAIN, FOLLOW HANNA ROAD WEST 4.1 MILES TO
 MP0584'ROAD LEADING OFF TO LEFT ALONG FENCE, TURN LEFT AND FOLLOW
 MP0584'ALONG FENCE 2.0 MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD
 MP0584'(ALONG FENCE) 1.1 MILES TO GATE, PASS THROUGH GATE AND
 MP0584'CONTINUE 0.5 MILE TO GATE AT HOUSE, PASS THROUGH GATE AND
 MP0584'CONTINUE ABOUT 4 MILES ON MAIN-TRAVELED ROAD TO TOP OF
 MP0584'SADDLE, AND PROCEED NORTHWEST TO TOP OF RIDGE AND
 MP0584'STATION.  MARKED BY STANDARD STATION DISK IN BEDROCK.
 MP0584'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BEDROCK.
 MP0584'NO. 1 IS 21.34 METERS (70.0 FEET) FROM STATION
 MP0584'N 62 DEG 26 MIN E.  NO. 2 IS 22 FEET SOUTHWEST OF
 MP0584'CAIRN, AND 13.49 METERS (44.3 FEET) FROM STATION
 MP0584'S 59 DEG 01 MIN W.  BEARING FROM STATION TO SALT
 MP0584'LAKE-OMAHA AIRWAY, SITE 28, BEACON, IS N 77 DEG 44 MIN W.
 MP0584
 MP0584                          STATION RECOVERY (1948)
 MP0584
 MP0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0584'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION AND AS
 MP0584'DESCRIBED, WITH THE EXCEPTION OF DISTANCES TO REFERENCE
 MP0584'MARKS.  THE CORRECT DISTANCES ARE SHOWN BELOW.  THERE IS NO
 MP0584'EVIDENCE OF STATION MOVEMENT.  AN AZIMUTH MARK WAS ESTABLISHED.
 MP0584'
 MP0584'STATION LOCATED IN T. 20 N., R. 82 W., ON HIGHEST POINT OF
 MP0584'A LONG, LOW RIDGE KNOWN AS RATTLESNAKE RIDGE AT THE NORTHWEST
 MP0584'FOOT OF ELK MOUNTAIN, ABOUT 11.5 MILES AIR LINE SOUTH OF
 MP0584'HANNA, 10.5 MILES AIR LINE WEST OF THE TOWN OF ELK MOUNTAIN,
 MP0584'22.5 FEET NORTHEAST OF A 4 FOOT CAIRN, PROJECTS 6 INCHES,
 MP0584'AND STAMPED, RATTLESNAKE USGS 1933.
 MP0584'
 MP0584'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN STATION,
 MP0584'PROJECTS 18 INCHES, AND STAMPED,
 MP0584'RATTLESNAKE USGS NO 1 1933.
 MP0584'
 MP0584'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER THAN STATION,
 MP0584'6 PACES WEST OF CAIRN, SET FLUSH WITH GROUND,
 MP0584'AND STAMPED, RATTLESNAKE USGS NO 2 1933.
 MP0584'
 MP0584'AZIMUTH MARK IS LOCATED ON THE SOUTHWEST END OF RIDGE, ABOUT
 MP0584'0.15 MILE AIR LINE SOUTHEAST OF TELEPHONE LINE, 4 FEET
 MP0584'WEST-NORTHWEST OF A WHITE WITNESS POST, PROJECTS 4 INCHES,
 MP0584'AND STAMPED, RATTLESNAKE 1948.
 MP0584'
 MP0584'TO REACH FROM THE WALCOTT SERVICE STATION AT JUNCTION OF
 MP0584'U.S. HIGHWAY 30 AND STATE ROUTE 130, GO SOUTH ON STATE ROUTE
 MP0584'130 FOR 5.0 MILES TO A GRADED ROAD LEFT.  TURN LEFT AND FOLLOW
 MP0584'MAIN ROAD FOR 5.25 MILES TO FORK.  TAKE LEFT FORK AND GO
 MP0584'4.95 MILES TO A DIM TRACK ROAD ON LEFT.  TURN LEFT ON TRACK
 MP0584'ROAD AND GO 0.6 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.15
 MP0584'MILE TO FORK.  TAKE RIGHT FORK, THROUGH WIRE GATE, AND GO 0.65
 MP0584'MILE TO END OF ROAD AT TELEPHONE LINE CROSSING.  DRIVE UP
 MP0584'SLOPE IN SOUTH-SOUTHWEST DIRECTION FOR 0.2 MILE TO AZIMUTH
 MP0584'MARK AS DESCRIBED ABOVE.  PICK WAY EASTERLY FOR ABOUT 0.15
 MP0584'MILE ALONG RIDGE TO END OF TRUCK TRAVEL.  PACK NORTHEAST
 MP0584'ALONG RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.
 MP0584'A 30-MINUTE PACK.
 MP0584'
 MP0584'NOTE--A FOUR WHEEL DRIVE VEHICLE CAN BE DRIVEN TO WITHIN
 MP0584'ABOUT 100 FEET OF STATION BY GOING SAME WAY AS IS GIVEN ABOVE
 MP0584'TO PACK.
 MP0584'
 MP0584'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 MP0584
 MP0584                          STATION RECOVERY (1953)
 MP0584
 MP0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MP0584'RECOVERED.
 MP0584'
 MP0584'STATION MARK--STANDARD DISK, SET IN A BEDROCK, STAMPED
 MP0584'---RATTLESNAKE USGS 1933---.
 MP0584
 MP0584                          STATION RECOVERY (1973)
 MP0584
 MP0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MP0584'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 MP0584'WERE RECOVERED AND FOUND IN GOOD CONDITION.  HOWEVER A GREATER
 MP0584'DISTANCE OF 0.058 METER TO REFERENCE MARK 1 AND A GREATER
 MP0584'DISTANCE OF 0.033 METER TO REFERENCE MARK 2 WAS NOTED AND
 MP0584'VERIFIED.  THE DIRECTIONS TO ALL MARKS CHECKED THE 1948 DATA.
 MP0584'A NEW DESCRIPTION FOLLOWS.
 MP0584'
 MP0584'THE STATION IS LOCATED ABOUT 13 MILES EAST-SOUTHEAST OF
 MP0584'WALCOTT, 9.5 MILES WEST OF ELK MOUNTAIN, 0.5 MILE NORTH OF
 MP0584'RATTLESNAKE PASS AND ON PROPERTY OWNED BY MR. NORMOND PALM.
 MP0584'
 MP0584'TO REACH THE STATION FROM THE POST OFFICE IN ELK MOUNTAIN GO
 MP0584'NORTHWEST ON PAVED ROAD FOR 3.5 MILES TO A GRAVELED SIDE
 MP0584'ROAD LEFT, JUST BEFORE REACHING INTERSTATE HIGHWAY 80.  TURN
 MP0584'LEFT AND GO SOUTHWESTERLY ON GRAVELED ROAD FOR 3.6 MILES TO
 MP0584'A GATE.  PASS THROUGH GATE AND CONTINUE SOUTHWEST ON GRAVELED
 MP0584'ROAD FOR 0.4 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 MP0584'SOUTHWEST ON GRAVELED ROAD FOR 3.4 MILES TO A SIDE ROAD LEFT.
 MP0584'CONTINUE SOUTHWESTERLY ON MAIN GRAVELED ROAD FOR 2.6 MILES
 MP0584'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON TRACK
 MP0584'ROAD FOR 0.7 MILE TO A GATE AND TRACK ROAD RIGHT.  TURN
 MP0584'RIGHT, PASS THROUGH GATE AND GO NORTHEAST ON TRACK ROAD FOR
 MP0584'0.6 MILE TO A FORK.  KEEP LEFT FORK AND GO EAST ON
 MP0584'TRACK ROAD FOR 0.1 MILE TO A POWER LINE AND POWER LINE
 MP0584'ROAD.  (AT THIS POINT TO REACH AZIMUTH MARK TURN RIGHT
 MP0584'INTO GRASSY DRAW AND GO SOUTHWEST FOR 0.25 MILE TO THE
 MP0584'MARK ON RIGHT.) TURN LEFT AND GO NORTHEAST ON POWER LINE
 MP0584'ROAD FOR 0.4 MILE.  AT THIS POINT TURN RIGHT AND GO
 MP0584'EASTERLY UP STEEP HILL FOR 0.9 MILE TO END OF TRUCK
 MP0584'TRAVEL.  PACK NORTHEAST FOR ABOUT 200 FEET TO TOP OF RIDGE
 MP0584'AND STATION.  A 4-WHEEL DRIVE IS NEEDED.
 MP0584'
 MP0584'THE STATION MARK IS A STANDARD DISK STAMPED RATTLESNAKE USGS
 MP0584'1933, CEMENTED IN A DRILL HOLE IN A 2 FEET BY 1 FOOT OUTCROPPING
 MP0584'BEDROCK PROJECTING 8 INCHES ABOVE THE GROUND.
 MP0584'
 MP0584'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RATTLESNAKE USGS
 MP0584'NO 1 1933, CEMENTED IN A DRILL HOLE IN A 2 FEET BY 1 FOOT
 MP0584'BOULDER PROJECTING 20 INCHES ABOVE THE GROUND.
 MP0584'
 MP0584'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RATTLESNAKE USGS
 MP0584'NO 2 1933, CEMENTED IN A 3 FEET BY 2 FEET BOULDER PROJECTING
 MP0584'1 INCH ABOVE THE GROUND.
 MP0584'
 MP0584'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RATTLESNAKE 1948,
 MP0584'CEMENTED IN A DRILL HOLE IN A 3 FEET BY 2 FEET OUTCROPPING
 MP0584'BEDROCK PROJECTING 5 INCHES ABOVE THE GROUND.  IT IS 5 FEET
 MP0584'NORTH OF A WOODEN WITNESS POST SET IN A SMALL CAIRN.
 MP0584'
 MP0584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES
 MP0584'WEST OF ELK MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0537 ***********************************************************************
 NR0537  DESIGNATION -  RATTLESNAKE
 NR0537  PID         -  NR0537
 NR0537  STATE/COUNTY-  WY/NATRONA
 NR0537  USGS QUAD   -  HORSE CREEK SPRINGS (1984)
 NR0537
 NR0537                         *CURRENT SURVEY CONTROL
 NR0537  ___________________________________________________________________
 NR0537* NAD 83(1993)-  42 42 52.37012(N)    107 00 46.39728(W)     ADJUSTED  
 NR0537* NAVD 88     -      2260.7    (meters)    7417.     (feet)  VERTCON   
 NR0537  ___________________________________________________________________
 NR0537  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 NR0537  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NR0537
 NR0537  HORZ ORDER  -  THIRD
 NR0537
 NR0537.The horizontal coordinates were established by classical geodetic methods
 NR0537.and adjusted by the National Geodetic Survey in January 1997..
 NR0537
 NR0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0537
 NR0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0537
 NR0537.The geoid height was determined by GEOID03.
 NR0537
 NR0537;                    North         East     Units Scale Factor Converg.
 NR0537;SPC WYEC     -   345,994.619   426,248.414   MT  0.99994597   +0 13 02.5
 NR0537;UTM  13      - 4,731,080.999   335,172.597   MT  0.99993425   -1 21 56.7
 NR0537
 NR0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0537!SPC WYEC     -   0.99964754  x   0.99994597  =   0.99959353
 NR0537!UTM  13      -   0.99964754  x   0.99993425  =   0.99958181
 NR0537
 NR0537:                Primary Azimuth Mark                     Grid Az
 NR0537:SPC WYEC     -  GRIEVES                                  094 13 16.2
 NR0537:UTM  13      -  GRIEVES                                  095 48 15.4
 NR0537
 NR0537|---------------------------------------------------------------------|
 NR0537| PID    Reference Object                     Distance      Geod. Az  |
 NR0537|                                                           dddmmss.s |
 NR0537| NR0397 GRIEVES                             APPROX. 6.6 KM 0942618.7 |
 NR0537|---------------------------------------------------------------------|
 NR0537
 NR0537                          SUPERSEDED SURVEY CONTROL
 NR0537
 NR0537  NAD 83(1986)-  42 42 52.36470(N)    107 00 46.37386(W) AD(       ) 3
 NR0537  NGVD 29 (09/08/93) 2259.7    (m)         7414.     (f) VERT ANG       
 NR0537
 NR0537.Superseded values are not recommended for survey control.
 NR0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0537.See file dsdata.txt to determine how the superseded data were derived.
 NR0537
 NR0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH3517331081(NAD 83)
 NR0537_MARKER: DD = SURVEY DISK
 NR0537_SETTING: 66 = SET IN ROCK OUTCROP
 NR0537_SP_SET: SET IN ROCK OUTCROP
 NR0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0537+STABILITY: POSITION/ELEVATION WELL
 NR0537
 NR0537  HISTORY     - Date     Condition        Report By
 NR0537  HISTORY     - 1948     MONUMENTED       USGS
 NR0537  HISTORY     - 1957     GOOD             USGS
 NR0537
 NR0537                          STATION DESCRIPTION
 NR0537
 NR0537'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0537'LOCATED 40 MI. W. OF CASPER, 30 MI. SSW. OF POWDER RIVER, ON THE
 NR0537'RATTLESNAKE RANGE.
 NR0537'
 NR0537'TO REACH FROM JUNCTION U.S. HIGHWAY 20 AND 87 AT BRIDGE W. OF CASPER,
 NR0537'GO 1.4 MI. NW. ON HIGHWAY 20 1.4 MI. TO JUNCTION POISON SPIDER ROAD.
 NR0537'TAKE LEFT AND FOLLOW MAIN RD. 21.0 MI. TO JUNCTION DIRT RD. AT MAIL
 NR0537'BOXES IN VICINITY OF POISON SPIDER.  TAKE LEFT, DIRT RD. 7.1 MI. TO
 NR0537'ENTRANCE TO DODD RANCH, TURN LEFT 0.35 MI. TO RANCH BUILDINGS,
 NR0537'CONTINUE BETWEEN BUILDINGS W. ON MAIN TRAIL 4.35 MI. TO RANCH HOUSE,
 NR0537'FOLLOW TRAIL AROUND BUILDINGS, CONTINUE W. ON MAIN TRAIL 2.1 MI. TO
 NR0537'SADDLE, CONTINUE 0.2 MI. TO TRAIL FORK, TAKE LEFT (W.) 2.4 MI. TO
 NR0537'GATE, CONTINUE 1.9 MI. TO JUNCTION, CROSS TRAILS, CONTINUE STRAIGHT
 NR0537'1.65 MI. TO JUNCTION TRAIL, TURN SHARP LEFT (E.) 0.2 MI. TO EARTH DAM,
 NR0537'CROSS DAM AND FOLLOW TRAIL UP AND AROUND HILL 0.5 MI. TO JUNCTION
 NR0537'TRAILS.  TAKE LEFT AND FOLLOW WINDING TRAIL 1.0 MI. TO TOP OF RIDGE.
 NR0537'THENCE 0.7 MI. SW. TO EARTH DAM, SE. 1.1 MI. SE. TO SLIGHT SADDLE.
 NR0537'LEAVE TRAIL AND GO LEFT TO TOP OF KNOLL AND STATION.  SITE
 NR0537'APPROXIMATELY 0.1 MI.
 NR0537'
 NR0537'STATION MARK--STANDARD CAP SET IN CONCRETE PROJECTING 3 IN., STAMPED
 NR0537'---RATTLESNAKE 1948---.  (OK ALS 1959)
 NR0537'
 NR0537'REFERENCE MARK NO. 1--STANDARD CAP SET IN CONCRETE PROJECTING 3 IN.,
 NR0537'STAMPED---RATTLESNAKE NO. 1---, AND IS 58.45 SSE. OF STATION IN TRUE
 NR0537'AZIMUTH 323 DEGREES 24 MINUTES.
 NR0537'
 NR0537'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN CONCRETE,
 NR0537'PROJECTING 2 IN. AND IS 50.30 FT. SW. OF STATION N 47 DEGREES
 NR0537'59 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0436 ***********************************************************************
 OV0436  DESIGNATION -  RATTLESNAKE
 OV0436  PID         -  OV0436
 OV0436  STATE/COUNTY-  WY/NATRONA
 OV0436  USGS QUAD   -  SALT CREEK (1978)
 OV0436
 OV0436                         *CURRENT SURVEY CONTROL
 OV0436  ___________________________________________________________________
 OV0436* NAD 83(1993)-  43 15 10.69382(N)    106 22 17.15575(W)     ADJUSTED  
 OV0436* NAVD 88     -      1708.     (meters)    5604.     (feet)  SCALED    
 OV0436  ___________________________________________________________________
 OV0436  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 OV0436  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 OV0436
 OV0436  HORZ ORDER  -  THIRD
 OV0436
 OV0436.The horizontal coordinates were established by classical geodetic methods
 OV0436.and adjusted by the National Geodetic Survey in January 1997..
 OV0436
 OV0436.The orthometric height was scaled from a topographic map.
 OV0436
 OV0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0436
 OV0436.The geoid height was determined by GEOID03.
 OV0436
 OV0436;                    North         East     Units Scale Factor Converg.
 OV0436;SPC WYEC     -   406,205.114   478,107.163   MT  1.00001252   +0 39 32.9
 OV0436;UTM  13      - 4,789,820.393   388,675.835   MT  0.99975245   -0 56 23.4
 OV0436
 OV0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0436!SPC WYEC     -   0.99973436  x   1.00001252  =   0.99974688
 OV0436!UTM  13      -   0.99973436  x   0.99975245  =   0.99948688
 OV0436
 OV0436:                Primary Azimuth Mark                     Grid Az
 OV0436:SPC WYEC     -  TISDALE DEST                             328 17 19.2
 OV0436:UTM  13      -  TISDALE DEST                             329 53 15.5
 OV0436
 OV0436|---------------------------------------------------------------------|
 OV0436| PID    Reference Object                     Distance      Geod. Az  |
 OV0436|                                                           dddmmss.s |
 OV0436| OV0440 TISDALE DEST                        APPROX.24.1 KM 3285652.1 |
 OV0436|---------------------------------------------------------------------|
 OV0436
 OV0436                          SUPERSEDED SURVEY CONTROL
 OV0436
 OV0436  NAD 83(1986)-  43 15 10.67677(N)    106 22 17.13402(W) AD(       ) 3
 OV0436
 OV0436.Superseded values are not recommended for survey control.
 OV0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0436.See file dsdata.txt to determine how the superseded data were derived.
 OV0436
 OV0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8867689820(NAD 83)
 OV0436_MARKER: DD = SURVEY DISK
 OV0436_SETTING: 0 = UNSPECIFIED SETTING
 OV0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0436
 OV0436  HISTORY     - Date     Condition        Report By
 OV0436  HISTORY     - 1903     MONUMENTED       USGS
 OV0436  HISTORY     - 1967     GOOD             USGS
 OV0436
 OV0436                          STATION DESCRIPTION
 OV0436
 OV0436'DESCRIBED BY US GEOLOGICAL SURVEY 1903
 OV0436'NO TEXT AVAILABLE
 OV0436
 OV0436                          STATION RECOVERY (1967)
 OV0436
 OV0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OV0436'SITUATED ON HIGHEST POINT OF RIDGE BETWEEN TEAPOT AND CASTLE CREEK,
 OV0436'4 MI. W. OF CASPER AND OIL CITY WAGON ROAD AND 4 MI. W. OF ---TEA
 OV0436'POT ROCK---.  IT IS 8 MI. N. OF SPRING KNOWN AS ---C Y--- HORSE
 OV0436'RANCH ON WAGON ROAD REFERRED TO.
 OV0436'
 OV0436'STATION MARK--BRONZE TRIANGULATION TABLET, CEMENTED IN SOLID ROCK.
 OV0436'
 OV0436'REFERENCE MARK--A CAIRN 6 FT. HIGH.  FROM STATION MARK,
 OV0436'N 47 DEG 46 MIN E.  DISTANCE 4.8 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0462 ***********************************************************************
 NQ0462  DESIGNATION -  RAWHIDE
 NQ0462  PID         -  NQ0462
 NQ0462  STATE/COUNTY-  WY/GOSHEN
 NQ0462  USGS QUAD   -  RAWHIDE BUTTES EAST (1974)
 NQ0462
 NQ0462                         *CURRENT SURVEY CONTROL
 NQ0462  ___________________________________________________________________
 NQ0462* NAD 83(1993)-  42 35 11.75102(N)    104 29 32.97715(W)     ADJUSTED  
 NQ0462* NAVD 88     -      1846.8    (meters)    6059.     (feet)  VERTCON   
 NQ0462  ___________________________________________________________________
 NQ0462  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 NQ0462  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 NQ0462
 NQ0462  HORZ ORDER  -  FIRST
 NQ0462
 NQ0462.The horizontal coordinates were established by classical geodetic methods
 NQ0462.and adjusted by the National Geodetic Survey in January 1997..
 NQ0462
 NQ0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0462
 NQ0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0462
 NQ0462.The geoid height was determined by GEOID03.
 NQ0462
 NQ0462;                    North         East     Units Scale Factor Converg.
 NQ0462;SPC WY E     -   231,952.611   255,336.474   MT  0.99997516   +0 27 22.4
 NQ0462;UTM  13      - 4,715,033.620   541,642.291   MT  0.99962133   +0 20 36.4
 NQ0462
 NQ0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0462!SPC WY E     -   0.99971273  x   0.99997516  =   0.99968790
 NQ0462!UTM  13      -   0.99971273  x   0.99962133  =   0.99933417
 NQ0462
 NQ0462|---------------------------------------------------------------------|
 NQ0462| PID    Reference Object                     Distance      Geod. Az  |
 NQ0462|                                                           dddmmss.s |
 NQ0462| CQ4745 RAWHIDE RM 2                          2.780 METERS 02018     |
 NQ0462| CQ4744 RAWHIDE RM 1                          2.810 METERS 12156     |
 NQ0462| CQ4742 RAWHIDE AZ MK                                      1391654.3 |
 NQ0462| CQ4746 RAWHIDE RM 3                          6.045 METERS 16200     |
 NQ0462| CQ4743 RAWHIDE AZ MK 2                                    1662737.9 |
 NQ0462| NQ0516 MANVILLE                            APPROX.30.1 KM 3461929.9 |
 NQ0462|---------------------------------------------------------------------|
 NQ0462
 NQ0462                          SUPERSEDED SURVEY CONTROL
 NQ0462
 NQ0462  NAD 83(1986)-  42 35 11.72580(N)    104 29 32.96680(W) AD(       ) 1
 NQ0462  NAD 27      -  42 35 11.84200(N)    104 29 31.13200(W) AD(       ) 1
 NQ0462  NGVD 29 (09/11/89) 1846.0    (m)         6056.     (f) VERT ANG       
 NQ0462
 NQ0462.Superseded values are not recommended for survey control.
 NQ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0462.See file dsdata.txt to determine how the superseded data were derived.
 NQ0462
 NQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH4164215034(NAD 83)
 NQ0462_MARKER: DS = TRIANGULATION STATION DISK
 NQ0462_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0462
 NQ0462  HISTORY     - Date     Condition        Report By
 NQ0462  HISTORY     - 1912     MONUMENTED       CGS
 NQ0462  HISTORY     - 1938     GOOD             CGS
 NQ0462  HISTORY     - 1941     GOOD             CGS
 NQ0462
 NQ0462                          STATION DESCRIPTION
 NQ0462
 NQ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 NQ0462'ABOUT 12 MI. S. OF LUSK, 2-1/2 MI. N. OF RAWHIDE RANCH, AND 2 MI. E.
 NQ0462'OF GUERNSEY-LUSK WAGON RD., ON HIGHEST POINT OF RAWHIDE BUTTE, ON
 NQ0462'CREST OF NARROW ROCKY RIDGE EXTENDING N. AND S.  MARKED BY STANDARD
 NQ0462'STATION DISK IN SOLID ROCK.  REFERENCE MARK IS STANDARD REFERENCE
 NQ0462'DISK IN SOLID ROCK, 2.810 METERS (9.22 FT.) FROM STATION N 57
 NQ0462'DEGREES 47 MINUTES SE.   ELEVATION--1,847 METERS (6,060 FT.).
 NQ0462'PLANE COORDINATES--(I), X EQUALS 681,693.44 FT. -- Y EQUALS 700,283.87
 NQ0462'FT.
 NQ0462'
 NQ0462'RAWHIDE (GOSHEN COUNTY, WYOMING, C.V.H., 1912, RECOVERED P.L.B.,
 NQ0462'1938)--STATION --RAWHIDE-- IS ON THE HIGHEST POINT OF RAWHIDE BUTTE,
 NQ0462'ON A NARROW ROCKY RIDGE EXTENDING N. AND S.  THE STATION IS ABOUT
 NQ0462'11-1/2 MI. AIRLINE SSE. OF LUSK, ABOUT 15 MI. AIRLINE SE. OF MANVILLE
 NQ0462'AND ABOUT 16 MI. AIRLINE SE. OF KEELINE.
 NQ0462'
 NQ0462'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 NQ0462'OUTCROPPING BEDROCK.  REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 NQ0462'IN CONCRETE IN OUTCROPPING BEDROCK.  AZIMUTH MARK IS A STANDARD BRONZE
 NQ0462'DISK SET IN CONCRETE.
 NQ0462'
 NQ0462'STATION --RAWHIDE-- IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 20
 NQ0462'AND U.S. HIGHWAY 85 IN THE TOWN OF LUSK BY GOING S. ON U.S. HIGHWAY
 NQ0462'20 FOR 10 MI. TO A GRADED DIRT RD. GOING W. THROUGH A CATTLEGUARD
 NQ0462'OPPOSITE A WINDMILL AND WATER TANK.  TURN W. AND GO 0.4 MI. TO A
 NQ0462'CROSSROAD, THEN TURN LEFT, S., AND GO 4.45 MI. TO A DIM RD. GOING
 NQ0462'W. THROUGH A GATE.  THIS RD. TURNS OFF JUST S. OF A WOODEN BRIDGE
 NQ0462'OVER A DRY WASH.  THE AZIMUTH MARK IS AT THIS POINT, 0.05 MI. W. OF
 NQ0462'THE GRADED RD. AND 50 FT. S. OF THE RD. LEADING W.  GO THROUGH THE
 NQ0462'GATE AND FOLLOW RANCH RD. 0.6 MI. TO A GATE.  GO THROUGH THE GATE
 NQ0462'AND FOLLOW RD. 0.2 MI. TO A FORK, TAKE RIGHT FORK AND GO 0.7 MI. TO
 NQ0462'THE END OF RD. AT THE MOUTH OF CANYON, END OF TRUCK TRAVEL.  FROM
 NQ0462'HERE GO UP CANYON TO ABOUT 200 YDS. FROM THE TOP OF THE RIDGE, TURN
 NQ0462'RIGHT AND GO TO THE HIGHEST POINT OF THE RIDGE AND STATION.
 NQ0462
 NQ0462                          STATION RECOVERY (1938)
 NQ0462
 NQ0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 NQ0462'STATION RAWHIDE IS ON THE HIGHEST POINT OF RAWHIDE BUTTE, ON A
 NQ0462'NARROW ROCKY RIDGE EXTENDING N AND S.  THE STATION IS ABOUT 11
 NQ0462'1/2 MILES AIRLINE SSE OF LUSK.  ABOUT 15 MILES AIRLINE SE OF
 NQ0462'MANVILLE AND ABOUT 16 MILES AIRLINE SE OF KEELINE.
 NQ0462'
 NQ0462'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 NQ0462'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 NQ0462'ARE STANDARD BRONZE DISKS SET IN CONCRETE IN OUTCROPPING
 NQ0462'BEDROCK.  AZIMUTH MARK IS A STANDARD
 NQ0462'BRONZE DISK SET IN CONCRETE.
 NQ0462'
 NQ0462'STATION RAWHIDE IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 NQ0462'20, AND U.S. HIGHWAY 85 IN THE TOWN OF LUSK BY GOING S ON U.S.
 NQ0462'HIGHWAY 20 FOR 10 MILES TO A GRADED DIRT ROAD GOING W THROUGH A
 NQ0462'CATTLE GUARD OPPOSITE A WINDMILL AND WATER TANK.  TURN W AND GO
 NQ0462'0.4 MILE TO A CROSS ROAD, THEN TURN LEFT, S, AND GO 4.45 MILES
 NQ0462'TO A DIM ROAD GOING W THROUGH A GATE.  THIS ROAD TURNS OFF JUST
 NQ0462'S OF A WOODEN BRIDGE OVER A DRY WASH.  THE AZIMUTH MARK IS AT
 NQ0462'THIS POINT, 0.05 MILE W OF THE GRADED ROAD AND 50 FEET S OF
 NQ0462'THE ROAD LEADING W.  GO THROUGH THE GATE AND FOLLOW RANCH ROAD
 NQ0462'0.6 MILE TO A GATE.  GO THROUGH THE GATE AND FOLLOW ROAD 0.2
 NQ0462'MILE TO A FORK, TAKE RIGHT FORK AND GO 0.7 MILE TO THE END
 NQ0462'OF ROAD AT THE MOUTH OF CANYON, END OF TRUCK TRAVEL.  FROM
 NQ0462'HERE GO UP CANYON TO ABOUT 200 YARDS FROM THE TOP OF THE
 NQ0462'RIDGE, TURN RIGHT AND GO TO THE HIGHEST POINT OF THE RIDGE AND
 NQ0462'STATION.
 NQ0462
 NQ0462                          STATION RECOVERY (1941)
 NQ0462
 NQ0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FBQ)
 NQ0462'THE STATION WAS RECOVERED AS DESCRIBED IN 1912 EXCEPT THAT
 NQ0462'A NEW REFERENCE MARK HAD EVIDENTLY BEEN ESTABLISHED IN 1938,
 NQ0462'OTHER MARKS ESTABLISHED BY BERNSTEIN NOT FOUND SINCE (THE 1938
 NQ0462'RECOVERY NOTE WAS NOT AVAILABLE) AND REFERENCE MARK 1 WAS
 NQ0462'FOUND TO BE ONLY A METAL PLUG CEMENTED IN A DRILL HOLE IN SOLID
 NQ0462'ROCK.  COMPLETE DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT
 NQ0462'12 MILES, AIRLINE DISTANCE, S OF LUSK, ON A PROMINENT, ROCKY
 NQ0462'BUTTE KNOWN AS RAWHIDE BUTTE AT THE S END OF A ROCKY RIDGE
 NQ0462'AND ON GOVERNMENT LAND IN SEC. 12, T. 30 N, R. 64 W.  IT IS
 NQ0462'ON THE CREST OF THE NARROW, ROCKY RIDGE EXTENDING N AND S ON
 NQ0462'THE TOP OF THE BUTTE, AND IS ABOUT 100 YARDS N OF A SHARP
 NQ0462'BREAK TO THE S AND 30 FEET N OF A TRIANGULAR-BLAZED PINE
 NQ0462'TREE.  IT IS STAMPED 1912.
 NQ0462'
 NQ0462'STATION MARK, REFERENCE MARKS 2 AND 3, AND AZIMUTH MARK ARE
 NQ0462'STANDARD DISKS SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 NQ0462'
 NQ0462'REFERENCE MARK 1, 1912, IS ABOUT 2 FEET HIGHER THAN THE
 NQ0462'STATION.  IT IS A METAL PLUG WHICH IS CEMENTED IN A DRILL
 NQ0462'HOLE IN SOLID ROCK.
 NQ0462'
 NQ0462'REFERENCE MARK 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 NQ0462'IT IS STAMPED RAWHIDE NO. 2 1912-1938.
 NQ0462'
 NQ0462'REFERENCE MARK 3 IS ABOUT 2 FEET HIGHER THAN THE STATION.
 NQ0462'IT IS STAMPED RAWHIDE NO. 3 1941.
 NQ0462'
 NQ0462'THE AZIMUTH MARK IS AT THE S EDGE OF THE BUTTE AND AT THE
 NQ0462'S END OF THE ROCKY RIDGE ON WHICH THE STATION IS LOCATED.
 NQ0462'IT IS STAMPED RAWHIDE 1941.
 NQ0462'
 NQ0462'TO REACH FROM LUSK GO S ON U.S. HIGHWAY 85 FOR 9.35 MILES AND
 NQ0462'KEEP STRAIGHT AHEAD, S, WHERE THE HIGHWAY CURVES LEFT.  GO
 NQ0462'4.8 MILES AND TURN RIGHT, W, GO 1.5 MILES OR 0.4 MILE AFTER
 NQ0462'CROSSING A SMALL WOODEN BRIDGE WITH A RAILING AND TURN RIGHT
 NQ0462'THROUGH A WIRE GATE.  GO 0.85 MILE AND TAKE A RIGHT FORK.  GO
 NQ0462'0.4 MILE AND TAKE A LEFT FORK, NORTHWESTERLY.  GO 0.4 MILE TO
 NQ0462'A TRIANGULAR-BLAZED TREE AT THE FOOT OF THE BUTTE AND THE END
 NQ0462'OF TRUCK TRAVEL.  CLIMB NW ALONG A BLAZED LOGGING TRAIL FOR
 NQ0462'ABOUT 1/4 MILE AND THEN BEAR LEFT, NW UP THE DRAW TO A SADDLE
 NQ0462'AT THE TOP OF THE BUTTE AND THEN CONTINUE NW UP THE ROCKY
 NQ0462'RIDGE TO ITS HIGHEST POINT AND THE STATION.  IT IS ABOUT A
 NQ0462'1-HOUR PACK.
 NQ0462'
 NQ0462'A 4-FOOT SIGNAL AT MANVILLE, A 4-FOOT SIGNAL AT KIRTLEY AND
 NQ0462'A 4-FOOT SIGNAL AT ELLICOTT ARE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0332 ***********************************************************************
 OW0332  DESIGNATION -  RAWIE
 OW0332  PID         -  OW0332
 OW0332  STATE/COUNTY-  WY/FREMONT
 OW0332  USGS QUAD   -  BULL LAKE WEST (1993)
 OW0332
 OW0332                         *CURRENT SURVEY CONTROL
 OW0332  ___________________________________________________________________
 OW0332* NAD 83(1993)-  43 09 47.61224(N)    109 07 33.58811(W)     ADJUSTED  
 OW0332* NAVD 88     -      2161.7    (meters)    7092.     (feet)  VERTCON   
 OW0332  ___________________________________________________________________
 OW0332  LAPLACE CORR-         -19.67  (seconds)                    DEFLEC99
 OW0332  GEOID HEIGHT-          -9.95  (meters)                     GEOID03
 OW0332
 OW0332  HORZ ORDER  -  THIRD
 OW0332
 OW0332.The horizontal coordinates were established by classical geodetic methods
 OW0332.and adjusted by the National Geodetic Survey in January 1997..
 OW0332
 OW0332.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0332
 OW0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0332
 OW0332.The geoid height was determined by GEOID03.
 OW0332
 OW0332;                    North         East     Units Scale Factor Converg.
 OW0332;SPC WYWC     -   295,854.717   569,424.043   MT  0.99994900   -0 15 26.0
 OW0332;UTM  12      - 4,780,645.609   652,343.759   MT  0.99988551   +1 16 56.0
 OW0332
 OW0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0332!SPC WYWC     -   0.99966268  x   0.99994900  =   0.99961169
 OW0332!UTM  12      -   0.99966268  x   0.99988551  =   0.99954823
 OW0332
 OW0332|---------------------------------------------------------------------|
 OW0332| PID    Reference Object                     Distance      Geod. Az  |
 OW0332|                                                           dddmmss.s |
 OW0332| CP6477 RAWIE RM 1                            9.767 METERS 02458     |
 OW0332| CP6476 RAWIE AZ MK                                        0842756.1 |
 OW0332| CP6478 RAWIE RM 2                            4.544 METERS 30657     |
 OW0332|---------------------------------------------------------------------|
 OW0332
 OW0332                          SUPERSEDED SURVEY CONTROL
 OW0332
 OW0332  NAD 83(1986)-  43 09 47.60157(N)    109 07 33.58733(W) AD(       ) 3
 OW0332  NAD 27      -  43 09 47.75300(N)    109 07 31.10600(W) AD(       ) 3
 OW0332  NGVD 29 (11/06/89) 2160.6    (m)         7089.     (f) VERT ANG       
 OW0332
 OW0332.Superseded values are not recommended for survey control.
 OW0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0332.See file dsdata.txt to determine how the superseded data were derived.
 OW0332
 OW0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN5234480646(NAD 83)
 OW0332_MARKER: DS = TRIANGULATION STATION DISK
 OW0332_SETTING: 80 = SET IN A BOULDER
 OW0332_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OW0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0332
 OW0332  HISTORY     - Date     Condition        Report By
 OW0332  HISTORY     - 1936     MONUMENTED       CGS
 OW0332  HISTORY     - 1948     GOOD             USGS
 OW0332
 OW0332                          STATION DESCRIPTION
 OW0332
 OW0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0332'ABOUT 17 MILES NORTHWEST OF FORT WASHAKIE, 10-1/2 MILES
 OW0332'WEST-SOUTHWEST OF DIVERSION DAM, 1 MILE SOUTHEAST OF WEST END OF
 OW0332'BULL LAKE, ON SOUTHERLY OF 2 GRASSY KNOBS ON TOP OF NARROW BARE
 OW0332'RIDGE RUNNING DOWN FROM BULL LAKE MOUNTAIN, AND ON HIGHEST POINT
 OW0332'IN VICINITY.  RIDGE IS FIRST ONE SOUTHEAST OF BULL LAKE, AND LAKE
 OW0332'IS VISIBLE FROM STATION.  TO REACH FROM FORT WASHAKIE, GO NORTH
 OW0332'ON STATE HIGHWAY 287.  AT 6.9 MILES TURN LEFT (WEST) ONTO
 OW0332'GRADED ROAD.  AT 7.5 MILES AND Y, BEAR LEFT ON MAIN-TRAVELED
 OW0332'ROAD.  AT 12.4 MILES AND Y, BEAR RIGHT ON GRADED ROAD.  AT
 OW0332'13.2 MILES CROSS IRRIGATION DITCH JUST BEYOND WHITE SCHOOLHOUSE,
 OW0332'TURN SHARPLY RIGHT, AND FOLLOW ALONG WEST SIDE OF FENCE
 OW0332'LINE.  AT 13.7 MILES AND Y, BEAR LEFT ON MAIN-TRAVELED ROAD.
 OW0332'AT 15.1 MILES AND Y, BEAR LEFT ON LEAST-TRAVELED ROAD SOUTH
 OW0332'OF FENCE LINE.  AT 16.0 MILES AND Y, KEEP RIGHT ON
 OW0332'MAIN-TRAVELED ROAD.  AT 18.5 MILES AND CREEK CROSSING, BEAR
 OW0332'LEFT (WESTERLY) ON BRIGHT ROAD.  AT 19.5 MILES, WIRE GATE.
 OW0332'AT 19.7 MILES AND DIM Y JUST BEFORE MAIN ROAD CROSSES
 OW0332'WASH, BEAR RIGHT ON DIM ROAD WHICH RUNS NORTHERLY AND
 OW0332'WESTERLY UP VERY NARROW GULLEY, THENCE
 OW0332'NORTHWESTERLY.  AT 20.1 MILES AND TRACK ROAD, TURN LEFT
 OW0332'(SOUTHWESTERLY).  AT 20.3 MILES TURN RIGHT (NORTHWESTERLY) AND
 OW0332'GO 0.1 MILE TO AZIMUTH MARK.  STATION IS ON TOP OF RIDGE TO
 OW0332'WEST, AND TRUCK MAY BE DRIVEN TO TOP OF RIDGE BY GOING
 OW0332'SOUTHWESTERLY TO SADDLE 0.1 MILE SOUTH OF STATION AND END OF
 OW0332'TRUCK TRAVEL AT 21.0 MILES.  STATION MARK IS STANDARD DISK IN
 OW0332'BOULDER.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OW0332'DISKS IN BOULDERS.  NO. 1 IS 9.767 METERS (32.04
 OW0332'FEET) NORTH OF STATION N 24 DEG 58 MIN E.  NO. 2 IS
 OW0332'4.544 METERS (14.91 FEET) N 53 DEG 03 MIN W.
 OW0332'DISTANCE BETWEEN REFERENCE MARKS IS 9.874 METERS (32.39 FEET).
 OW0332'AZIMUTH MARK IS ABOUT 0.1 MILE NORTHWEST OF TRACK ROAD, ON
 OW0332'BROW OF SMALL RIDGE, ABOUT 100 YARDS NORTHWEST OF CATTLE TRAIL
 OW0332'SIGN, ON EASTERLY ONE OF TWO LARGE BOULDERS, AND APPROXIMATELY
 OW0332'1/2 MILE EAST OF STATION S 15 DEG 32 MIN E.
 OW0332
 OW0332                          STATION RECOVERY (1948)
 OW0332
 OW0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OW0332'RECOVERED BY USGS IN 1948 AND REDESCRIBED AS FOLLOWS
 OW0332'
 OW0332'LOCATED ABOUT 16.5 MI. NW. OF FORT WASHAKIE, ABOUT 9.5 MI. SW. OF
 OW0332'DIVERSION DAM, ABOUT 1.0 MI. S. OF SW. SHORE LINE OF BULL LAKE
 OW0332'RESERVOIR, ON SOUTHERLY OF TWO GRASSY KNOBS ON TOP OF NARROW BARE
 OW0332'RIDGE RUNNING DOWN FROM BULL LAKE MOUNTAIN AND ON HIGHEST POINT IN
 OW0332'VICINITY.  RIDGE IS FIRST ONE SE. OF BULL LAKE, AND LAKE IS VISIBLE
 OW0332'FROM STATION.  LOCATED IN SEC. 9, T 2 N, R 3 W.
 OW0332'
 OW0332'TO REACH FROM FORT WASHAKIE (CONOCO GASOLINE STATION), GO N., ON U.S.
 OW0332'HIGHWAY 287 7.0 MI. TO ST. LAWRENCE RANGER STATION ROAD ON LEFT (0.3
 OW0332'MI. S. OF HIGHWAY BRIDGE OVER SAGE CREEK), TURN LEFT ON GRADED RD. AND
 OW0332'GO W. 5.0 MI. TO IMPROVED T-INTERSECTION ON RIGHT, TURN RIGHT AND GO
 OW0332'N. 0.3 MI. TO BRIDGE OVER SOUTH FORK OF SAGE CREEK, CROSS BRIDGE, TURN
 OW0332'LEFT, AND FOLLOW N. SIDE OF FENCE LINE 0.1 MI. W. TO RD. FORK N., TURN
 OW0332'RIGHT AND GO N. 0.3 MI. TO SW. CORNER OF (RIGHT ANGLE IN) FENCE LINE
 OW0332'AND G.L.O. STANDARD PIPE CORNER COMMON TO SECS. 29, 28,20, AND 21,
 OW0332'T 2 N, R 2 W, CONTINUE N. ON W. SIDE OF FENCE 0.3 MI. TO Y-FORKS,
 OW0332'KEEP TO LEFT, WELL TRAVELED, FORK AND GO W. 0.9 MI. TO RIGHT ANGLE IN
 OW0332'FENCE LINE AND G.L.O. STANDARD PIPE CORNER COMMON TO SECS. 19,20,29,
 OW0332'AND 30, T 2 N, R 2 W, CONTINUE ON THIS IMPROVED RD. 1.1 MI. W. TO
 OW0332'POINT WHERE RD. PASSES BETWEEN TWO G.L.O. CORNERS.  SECTION CORNER
 OW0332'COMMON TO SECTIONS 24 AND 25, T 2 N, R 3 W AND SEC. 19, T 2 N, R 2 W,
 OW0332'IS ON THE N. EDGE OF RD.  SECTION CORNER COMMON TO SEC. 25, T 2 N,
 OW0332'R 3 W, AND SECS. 19 AND 30, T 2 N, R 2 W IS ON THE S. SIDE OF THE RD.
 OW0332'CONTINUE NW. ON IMPROVED RD. 0.3 MI. TO Y-RD. FORKS, KEEP TO WELL
 OW0332'TRAVELED RIGHT TRACK FORK AND GO NW. 2.5 MI. TO FORD ACROSS NORTH
 OW0332'FORK SAGE CREEK, CONTINUE NW. 1.0 MI. TO WIRE GATE ON FENCE LINE,
 OW0332'CONTINUE NW. AND W. 1.1 MI. TO 1/4 G.L.O. CORNER ON RIGHT (N.) SIDE
 OW0332'OF RD.  CORNER IS COMMON TO SECS. 9 AND 16, T 2 N, R 3 W.  CONTINUE
 OW0332'W. 0.2 MI., ALONG GRASSY FLAT, TO LONE 3 FT. HIGH BOULDER OUTCROP ON
 OW0332'LEFT (S.).  TURN RIGHT AND GO NW. ACROSS COUNTRY 0.4 MI. IN JEEP TO
 OW0332'TOP OF RIDGE OVERLOOKING BULL LAKE (LAKE IS TO N.).  TURN RIGHT AND
 OW0332'FOLLOW BACKBONE OF GRASSY, BOULDER COVERED RIDGE 0.4 MI. E. AND NE.
 OW0332'TO HIGHEST POINT AND STATION.
 OW0332'
 OW0332'STATION MARK--STATION MARK HAS BEEN REMOVED AND IS INDICATED BY CENTER
 OW0332'OF 1 FT. X 7 FT. GRANITE RECTANGULAR SHAPED BOULDER, WHICH WAS FOUND
 OW0332'TO BE CENTERED DIRECTLY BELOW OLD USC AND GS SIGNAL.
 OW0332'
 OW0332'REFERENCE MARKS--STANDARD USC AND GS REFERENCE DISKS SET IN BOULDER
 OW0332'OUTCROPS.
 OW0332'
 OW0332'REFERENCE MARK NO. 1--STAMPED---RAWIE NO. 1 1936--- AND IS 32.04 FT.
 OW0332'N. OF STATION, N 24 DEGREES 58 MINUTES, NW.
 OW0332'
 OW0332'REFERENCE MARK NO. 2--STAMPED---RAWIE NO. 2 1936--- AND IS 14.91 FT.
 OW0332'NW. OF STATION, N 53 DEGREES 03 MINUTES, SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0613 ***********************************************************************
 MP0613  DESIGNATION -  RAWLINS
 MP0613  PID         -  MP0613
 MP0613  STATE/COUNTY-  WY/CARBON
 MP0613  USGS QUAD   -  RAWLINS (1981)
 MP0613
 MP0613                         *CURRENT SURVEY CONTROL
 MP0613  ___________________________________________________________________
 MP0613* NAD 83(1993)-  41 46 15.83911(N)    107 14 22.65796(W)     ADJUSTED  
 MP0613* NAVD 88     -      2196.9    (meters)    7208.     (feet)  VERTCON   
 MP0613  ___________________________________________________________________
 MP0613  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 MP0613  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 MP0613
 MP0613  HORZ ORDER  -  SECOND
 MP0613
 MP0613.The horizontal coordinates were established by classical geodetic methods
 MP0613.and adjusted by the National Geodetic Survey in January 1997..
 MP0613
 MP0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0613
 MP0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0613
 MP0613.The geoid height was determined by GEOID03.
 MP0613
 MP0613;                    North         East     Units Scale Factor Converg.
 MP0613;SPC WYEC     -   241,155.654   407,790.902   MT  0.99993825   +0 03 44.7
 MP0613;UTM  13      - 4,626,782.754   313,850.643   MT  1.00002642   -1 29 32.5
 MP0613
 MP0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0613!SPC WYEC     -   0.99965767  x   0.99993825  =   0.99959595
 MP0613!UTM  13      -   0.99965767  x   1.00002642  =   0.99968409
 MP0613
 MP0613|---------------------------------------------------------------------|
 MP0613| PID    Reference Object                     Distance      Geod. Az  |
 MP0613|                                                           dddmmss.s |
 MP0613| CP6483 RAWLINS RM 1                         10.613 METERS 02617     |
 MP0613| CP6484 RAWLINS RM 2                         10.552 METERS 29910     |
 MP0613| CP6482 RAWLINS AZ MK                                      3163754.8 |
 MP0613| MP0611 SALT LAKE CITY OMAHA AWY BN 26      APPROX. 1.8 KM 3315801.9 |
 MP0613| MP0612 RAWLINS WATER TANK                  APPROX. 2.5 KM 3550351.7 |
 MP0613|---------------------------------------------------------------------|
 MP0613
 MP0613                          SUPERSEDED SURVEY CONTROL
 MP0613
 MP0613  NAD 83(1986)-  41 46 15.82711(N)    107 14 22.64893(W) AD(       ) 2
 MP0613  NAD 27      -  41 46 15.97600(N)    107 14 20.46600(W) AD(       ) 2
 MP0613  NGVD 29 (07/19/86) 2195.7    (m)         7204.     (f) VERT ANG       
 MP0613
 MP0613.Superseded values are not recommended for survey control.
 MP0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0613.See file dsdata.txt to determine how the superseded data were derived.
 MP0613
 MP0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1385126783(NAD 83)
 MP0613_MARKER: DS = TRIANGULATION STATION DISK
 MP0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0613+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003
 MP0613
 MP0613  HISTORY     - Date     Condition        Report By
 MP0613  HISTORY     - 1948     MONUMENTED       CGS
 MP0613  HISTORY     - 1955     GOOD             USGS
 MP0613  HISTORY     - 1988     GOOD             BLM
 MP0613  HISTORY     - 20030916 GOOD             DI
 MP0613
 MP0613                          STATION DESCRIPTION
 MP0613
 MP0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0613'THE STATION IS LOCATED ABOUT 1.5 MILE AIRLINE SOUTH OF RAWLINS
 MP0613'ON THE HIGH BARE HILL THAT EXTENDS IN AN EAST-WEST DIRECTION.
 MP0613'THE STATION MARK PROJECTS 2 INCHES, IS SET ON THE HIGHEST
 MP0613'POINT OF HILL 50 FEET SOUTH OF THE WORD RAWLINS MADE OF
 MP0613'WHITE PAINTED ROCKS.  IT IS 10 FEET SOUTH OF A ROAD, 7 FEET
 MP0613'WEST OF A WHITE WITNESS POST AND IS STAMPED, RAWLINS 1948.
 MP0613'
 MP0613'REFERENCE MARK NO. 1 IS SET FLUSH 10 FEET NORTH OF A ROAD.
 MP0613'IT IS 2 FEET LOWER THAN THE STATION MARK AND IS STAMPED,
 MP0613'RAWLINS NO 1 1948.
 MP0613'
 MP0613'REFERENCE MARK NO. 2 IS SET FLUSH 8 FEET NORTH OF THE ROAD.
 MP0613'IT IS 18 INCHES LOWER THAN THE STATION MARK AND IS STAMPED,
 MP0613'RAWLINS NO. 2 1948.
 MP0613'
 MP0613'THE AZIMUTH MARK IS SET FLUSH 15 PACES NORTHWEST OF A GRAVEL
 MP0613'ROAD AT AN INTERSECTION OF ANOTHER ROAD THAT LEADS SOUTH.
 MP0613'IT IS STAMPED, RAWLINS 1948.
 MP0613'
 MP0613'TO REACH THE STATION FROM THE POST OFFICE IN RAWLINS.  GO
 MP0613'SOUTH ON 6TH. STREET 0.3 MILE TO HUGUS STREET.  TURN RIGHT,
 MP0613'GO 0.25 MILE TO BENNETT STREET.  TURN LEFT, FOLLOW GRAVEL
 MP0613'ROAD SOUTHERLY 0.5 MILE TO A ROAD LEFT AND THE AZIMUTH MARK
 MP0613'ON THE RIGHT.  TURN LEFT, FOLLOW MAIN ROAD SOUTH TO TOP OF
 MP0613'HILL, THEN EASTERLY FOR A TOTAL DISTANCE OF 1.2 MILE TO THE
 MP0613'STATION ON RIGHT.  A DRIVE STATION.
 MP0613
 MP0613                          STATION RECOVERY (1955)
 MP0613
 MP0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (PHJ)
 MP0613'FOLLOWING IS A NEW ROUTE DESCRIPTION,
 MP0613'TO REACH STATION FROM RAWLINS POST OFFICE, PROCEED E. 7 BLOCKS  TO
 MP0613'WASHINGTON ST. TURN RIGHT, PASS THROUGH RAILROAD UNDERPASS AND GO 4
 MP0613'BLKS. TO HUGUS ST. TURN RIGHT W., GO 6 BLKS AND THEN TURN LEFT FOR 1
 MP0613'BLK. MAKE HALF RIGHT TURN AND FOLLOW HIGHWAY 0.4 MI. TURN LEFT ON SIDE
 MP0613'RD. AND FOLLOW MAIN TRAVELED RD. S. TO TOP OF HILL, THEN EASTERLY FOR
 MP0613'A TOTAL DISTANCE IF 1.2 MI. TO STATION ON RIGHT.
 MP0613'
 MP0613'STATION MARK - STANDARD USC AND GS DISK STAMPED --- RAWLINS 1948 ---.
 MP0613
 MP0613                          STATION RECOVERY (1988)
 MP0613
 MP0613'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1988 (DP)
 MP0613'RECOVERED IN GOOD CONDITION.
 MP0613
 MP0613                          STATION RECOVERY (2003)
 MP0613
 MP0613'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 2003 (LAF)
 MP0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0149 ***********************************************************************
 NS0149  DESIGNATION -  RAWLINS
 NS0149  PID         -  NS0149
 NS0149  STATE/COUNTY-  WY/FREMONT
 NS0149  USGS QUAD   -  SAND DRAW (1978)
 NS0149
 NS0149                         *CURRENT SURVEY CONTROL
 NS0149  ___________________________________________________________________
 NS0149* NAD 83(1993)-  42 45 19.10129(N)    108 12 54.71621(W)     ADJUSTED  
 NS0149* NAVD 88     -      1804.6    (meters)    5921.     (feet)  VERTCON   
 NS0149  ___________________________________________________________________
 NS0149  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 NS0149  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 NS0149
 NS0149  HORZ ORDER  -  SECOND
 NS0149
 NS0149.The horizontal coordinates were established by classical geodetic methods
 NS0149.and adjusted by the National Geodetic Survey in January 1997..
 NS0149
 NS0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0149
 NS0149.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0149
 NS0149.The geoid height was determined by GEOID03.
 NS0149
 NS0149;                    North         East     Units Scale Factor Converg.
 NS0149;SPC WYWC     -   250,611.029   643,778.156   MT  0.99996107   +0 21 47.0
 NS0149;UTM  12      - 4,737,403.767   727,890.348   MT  1.00023898   +1 53 28.8
 NS0149
 NS0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0149!SPC WYWC     -   0.99971914  x   0.99996107  =   0.99968022
 NS0149!UTM  12      -   0.99971914  x   1.00023898  =   0.99995805
 NS0149
 NS0149|---------------------------------------------------------------------|
 NS0149| PID    Reference Object                     Distance      Geod. Az  |
 NS0149|                                                           dddmmss.s |
 NS0149| CP6481 RAWLINS RM 2                         15.815 METERS 09225     |
 NS0149| CP6479 RAWLINS AZ MK                                      1400001.6 |
 NS0149| CP6480 RAWLINS RM 1                         13.215 METERS 34109     |
 NS0149|---------------------------------------------------------------------|
 NS0149
 NS0149                          SUPERSEDED SURVEY CONTROL
 NS0149
 NS0149  NAD 83(1986)-  42 45 19.08605(N)    108 12 54.71922(W) AD(       ) 2
 NS0149  NAD 27      -  42 45 19.21300(N)    108 12 52.37800(W) AD(       ) 2
 NS0149  NGVD 29 (07/19/86) 1803.5    (m)         5917.     (f) VERT ANG       
 NS0149
 NS0149.Superseded values are not recommended for survey control.
 NS0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0149.See file dsdata.txt to determine how the superseded data were derived.
 NS0149
 NS0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2789037404(NAD 83)
 NS0149_MARKER: DS = TRIANGULATION STATION DISK
 NS0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0149
 NS0149  HISTORY     - Date     Condition        Report By
 NS0149  HISTORY     - 1936     MONUMENTED       CGS
 NS0149  HISTORY     - 1951     GOOD             USGS
 NS0149
 NS0149                          STATION DESCRIPTION
 NS0149
 NS0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0149'ABOUT 4 MILES AIR LINE SOUTH-SOUTHWEST FROM VILLAGE OF SANDRAW.
 NS0149'TO REACH STATION FROM RIVERTON.  FROM EAST MAIN STREET FOLLOW
 NS0149'U.S. HIGHWAY 287 SOUTH TOWARD LANDER 1.1 MILES TO Y OF THE
 NS0149'LANDER AND SANDRAW ROADS, JUST BEYOND WIND RIVER STEEL BRIDGE.
 NS0149'TAKE LEFT FORK (SANDRAW ROAD) AND GO 7.9 MILES TO Y ON TOP OF
 NS0149'HILL.  TAKE RIGHT FORK AND GO 12.4 MILES TO Y WHERE LEFT FORK
 NS0149'LEADS TO SANDRAW, VISIBLE TO SOUTHEAST.  TAKE RIGHT FORK AND
 NS0149'GO 1.7 MILES TO CROSSROADS.  AZIMUTH MARK IS G.L.O. PIPE
 NS0149'REINFORCED WITH CONCRETE IN SOUTHWEST CORNER OF INTERSECTION.
 NS0149'TURN RIGHT AT CROSSROADS AND GO 0.2 MILE TO ROAD
 NS0149'INTERSECTION.  TURN RIGHT AND FOLLOW ROAD (KEEPING TO RIGHT
 NS0149'FORK AT 0.1 MILE) 0.5 MILE TO STATION ON SMALL KNOLL ABOUT 30
 NS0149'YARDS WEST OF ROAD.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 NS0149'DISKS IN CONCRETE.  REFERENCE MARKS ARE
 NS0149'STANDARD DISKS IN SQUARE CONCRETE POSTS.  NO. 1 IS 13.215
 NS0149'METERS (43.46 FEET) NORTH OF STATION N 18 DEG 51 MIN W.
 NS0149'NO. 2 IS 15.815 METERS (51.89 FEET) EAST N 92 DEG 25 MIN E.
 NS0149'AZIMUTH MARK (SEE ABOVE) IS ABOUT 1/2
 NS0149'MILE SOUTHEAST FROM STATION S 40 DEG 00 MIN E.
 NS0149
 NS0149                          STATION RECOVERY (1951)
 NS0149
 NS0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0149'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0464 ***********************************************************************
 MP0464  DESIGNATION -  RAWLINS CBL 0
 MP0464  PID         -  MP0464
 MP0464  STATE/COUNTY-  WY/CARBON
 MP0464  USGS QUAD   -  RENDLE HILL (1983)
 MP0464
 MP0464                         *CURRENT SURVEY CONTROL
 MP0464  ___________________________________________________________________
 MP0464* NAD 83(1986)-  41 53 08.     (N)    107 16 51.     (W)     SCALED    
 MP0464* NAVD 88     -      2166.887  (meters)    7109.20   (feet)  ADJUSTED  
 MP0464  ___________________________________________________________________
 MP0464  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 MP0464  DYNAMIC HT  -        2165.043 (meters)    7103.15  (feet)  COMP
 MP0464  MODELED GRAV-     979,693.5   (mgal)                       NAVD 88
 MP0464
 MP0464  VERT ORDER  -  FIRST     CLASS II
 MP0464
 MP0464.The horizontal coordinates were scaled from a topographic map and have
 MP0464.an estimated accuracy of +/- 6 seconds.
 MP0464
 MP0464.The orthometric height was determined by differential leveling
 MP0464.and adjusted by the National Geodetic Survey in June 1991..
 MP0464
 MP0464.The geoid height was determined by GEOID03.
 MP0464
 MP0464.The dynamic height is computed by dividing the NAVD 88
 MP0464.geopotential number by the normal gravity value computed on the
 MP0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0464.degrees latitude (g = 980.6199 gals.).
 MP0464
 MP0464.The modeled gravity was interpolated from observed gravity values.
 MP0464
 MP0464;                    North         East    Units  Estimated Accuracy
 MP0464;SPC WYEC     -   253,870.      404,360.      MT  (+/- 180 meters Scaled)
 MP0464
 MP0464                          SUPERSEDED SURVEY CONTROL
 MP0464
 MP0464  NGVD 29 (06/08/92) 2165.724  (m)         7105.38   (f) ADJUSTED    1 2
 MP0464
 MP0464.Superseded values are not recommended for survey control.
 MP0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0464.See file dsdata.txt to determine how the superseded data were derived.
 MP0464
 MP0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG107395(NAD 83)
 MP0464_MARKER: DQ = CALIBRATION BASE LINE DISK
 MP0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0464_SP_SET: CONCRETE POST
 MP0464_STAMPING: 0 M 1982
 MP0464_MARK LOGO: NGS   
 MP0464_PROJECTION: PROJECTING 1 CENTIMETERS
 MP0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0464+STABILITY: SURFACE MOTION
 MP0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0464+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 MP0464
 MP0464  HISTORY     - Date     Condition        Report By
 MP0464  HISTORY     - 1982     MONUMENTED       WYPLS
 MP0464  HISTORY     - 1983     GOOD             NGS
 MP0464  HISTORY     - 1987     GOOD             NGS
 MP0464  HISTORY     - 19920617 GOOD             NGS
 MP0464
 MP0464                          STATION DESCRIPTION
 MP0464
 MP0464'DESCRIBED BY WYOMING PROFESSIONAL LAND SURVEYOR 1982
 MP0464'THE BASE LINE IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTHWEST OF RAWLINS
 MP0464'AND ABOUT 3.2 KM (2.0 MI) EAST-SOUTHEAST OF THE RADIO TOWERS ATOP NINE
 MP0464'MILE HILL.  THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL
 MP0464'WITH OLD STATE HIGHWAY 789.
 MP0464' 
 MP0464'THE BASE LINE IS A NORTH-NORTHWEST, SOUTH-SOUTHEAST LINE WITH THE
 MP0464'0-METER POINT ON THE SOUTH-SOUTHEAST END.  IT CONSISTS OF THE 0, 150,
 MP0464'430, AND 1150 METER POINTS.  THERE ARE TWO STATIONS USED FOR TAPE
 MP0464'CALIBRATION LOCATED ON LINE AND NORTH-NORTHWEST OF THE 0- METER POINT
 MP0464'AT DISTANCES OF 100 AND 200 FEET.
 MP0464' 
 MP0464'TO REACH THE 0-METER POINT FROM THE JUNCTIONS OF U.S. HIGHWAY 287
 MP0464'BYPASS AND U.S. HIGHWAY 287 AND STATE HIGHWAY 789, LOCATED NORTH OF
 MP0464'RAWLINS, GO NORTHWEST ON U.S. HIGHWAY 287 AND STATE HIGHWAY 789 FOR
 MP0464'10.8 KM (6.7 MI) TO A PAVED INTERSECTION ON THE LEFT.  TURN LEFT AND
 MP0464'GO WEST-SOUTHWEST CROSSING A CATTLE GUARD FOR 0.1 KM (0.06 MI) TO A
 MP0464'TRACK ROAD INTERSECTION.  TURN LEFT AND GO SOUTH- SOUTHEAST ON THE
 MP0464'TRACK ROAD (OLD STATE HIGHWAY 789) FOR 1.4 KM (0.9 MI) TO THE 0-METER
 MP0464'POINT ON THE RIGHT.
 MP0464' 
 MP0464'THE 0-METER POINT IS STANDARD NGS CALIBRATION BASE LINE DISK
 MP0464'STAMPED--0 M 1982--, SET IN THE TOP OF A 25 CM (10 IN) DIAMETER
 MP0464'CONCRETE POST PROJECTING 8 CM (3 IN) ABOVE THE SURFACE OF THE GROUND.
 MP0464'IT IS 21.8 M (71.5 FT) WEST-SOUTHWEST OF AND ABOUT 0.3 M (1.0 FT)
 MP0464'LOWER THAN THE CENTERLINE OF A TRACK ROAD, AND 1.4 M (4.6 FT) EAST OF
 MP0464'A 1.8 M (6.0 FT) HIGH RAILROAD TIE SET VERTICALLY IN THE GROUND.
 MP0464' 
 MP0464'USER NOTES-- USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 MP0464'ELEVATIONS ARE FOR CBL USE ONLY.
 MP0464' 
 MP0464'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 MP0464'PROFESSIONAL LAND SURVEYORS OF WYOMING AND THE WYOMING STATE HIGHWAY
 MP0464'DEPARTMENT.  FOR FURTHER INFORMATION CONTACT MR. ROBERT JACK SMITH,
 MP0464'1015 HARSHMAN STREET, P.O. BOX 1104, RAWLINS, WY 82301. TELEPHONE
 MP0464'(307) 324-5262.
 MP0464
 MP0464                          STATION RECOVERY (1983)
 MP0464
 MP0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0464'12.3 KM (7.65 MI) NORTH FROM RAWLINS.
 MP0464'12.3 KM (7.65 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0464'WITH U.S. HIGHWAY 30 IN RAWLINS, 207.3 METERS (180.1 FT) SOUTHWEST OF
 MP0464'THE CENTERLINE OF THE HIGHWAY, 20.6 METERS (67.6 FT) SOUTHWEST OF THE
 MP0464'CENTER OF THE OLD HIGHWAY AND 0.9 METER (3.0 FT) NORTHEAST OF A 6 BY 6
 MP0464'INCH POLE.  NOTE, THE DISK IS A CALIBRATION BASELINE DISK.
 MP0464'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 MP0464'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 MP0464
 MP0464                          STATION RECOVERY (1987)
 MP0464
 MP0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MP0464'RECOVERED IN GOOD CONDITION.
 MP0464
 MP0464                          STATION RECOVERY (1992)
 MP0464
 MP0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MP0464'MARK IS A COMPONENT OF THE RAWLINS CALIBRATION BASE LINE, LOCATED
 MP0464'ABOUT 12.9 KM (8.0 MI) NORTHWEST OF RAWLINS AND 0.1 KM (0.1 MI)
 MP0464'WEST-SOUTHWEST OF U.S. HIGHWAY 287/STATE HIGHWAY 789, ON THE SOUTHWEST
 MP0464'SIDE OF A DIM ASPHALT ROAD/TRACK ROAD WHICH IS OLD STATE HIGHWAY 789
 MP0464'IN SECTION 12 T 22 N R 88 W (RENDLE HILL 7.5 MIN QUAD).
 MP0464'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 BYPASS AND U.S. HIGHWAY
 MP0464'287/STATE HIGHWAY 789, LOCATED JUST NORTH OF RAWLINS, GO NORTHWEST ON
 MP0464'U.S. HIGHWAY 287/STATE HIGHWAY 789 FOR 10.8 KM (6.7 MI) TO A PAVED
 MP0464'INTERSECTION ON THE LEFT.  TURN LEFT AND GO WEST-SOUTHWEST ACROSS A
 MP0464'CATTLE GUARD FOR 0.1 KM (0.1 MI) TO THE INTERSECTION OF A DIM
 MP0464'ASPHALT/TRACK ROAD (OLD STATE HIGHWAY 789).  TURN LEFT AND GO
 MP0464'SOUTH-SOUTHEAST ON THE TRACK ROAD FOR 1.4 KM (0.9 MI) TO THE MARK ON
 MP0464'THE RIGHT.
 MP0464'MARK IS SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST
 MP0464'PROJECTING 8 CM (3 IN) ABOVE GROUND SURFACE.  IT IS 30.48 M
 MP0464'(100.00 FT) SOUTH-SOUTHEAST OF NGS STATION RAWLINS CBL 100 (STAMPED
 MP0464'100 FT 1982), 21.8 M (71.5 FT) WEST-SOUTHWEST OF AND ABOUT 0.3 M
 MP0464'(1.0 FT) LOWER THAN THE CENTERLINE OF THE TRACK ROAD AND 1.4 M
 MP0464'(4.6 FT) EAST OF A 1.8 M (5.9 FT) HIGH RAILROAD TIE SET VERTICALLY IN
 MP0464'THE GROUND.
 MP0464'FOR MORE INFORMATION CONTACT MR. ROBERT JACK SMITH, 1015 HARSHMAN
 MP0464'STREET, P.O. BOX 1104, RAWLINS, WY 82301.  TELEPHONE (307) 324-5262.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0462 ***********************************************************************
 MP0462  DESIGNATION -  RAWLINS CBL 1150
 MP0462  PID         -  MP0462
 MP0462  STATE/COUNTY-  WY/CARBON
 MP0462  USGS QUAD   -  RENDLE HILL (1983)
 MP0462
 MP0462                         *CURRENT SURVEY CONTROL
 MP0462  ___________________________________________________________________
 MP0462* NAD 83(1986)-  41 53 45.     (N)    107 17 17.     (W)     SCALED    
 MP0462* NAVD 88     -      2188.407  (meters)    7179.80   (feet)  ADJUSTED  
 MP0462  ___________________________________________________________________
 MP0462  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 MP0462  DYNAMIC HT  -        2186.543 (meters)    7173.68  (feet)  COMP
 MP0462  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 MP0462
 MP0462  VERT ORDER  -  FIRST     CLASS II
 MP0462
 MP0462.The horizontal coordinates were scaled from a topographic map and have
 MP0462.an estimated accuracy of +/- 6 seconds.
 MP0462
 MP0462.The orthometric height was determined by differential leveling
 MP0462.and adjusted by the National Geodetic Survey in June 1991..
 MP0462
 MP0462.The geoid height was determined by GEOID03.
 MP0462
 MP0462.The dynamic height is computed by dividing the NAVD 88
 MP0462.geopotential number by the normal gravity value computed on the
 MP0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0462.degrees latitude (g = 980.6199 gals.).
 MP0462
 MP0462.The modeled gravity was interpolated from observed gravity values.
 MP0462
 MP0462;                    North         East    Units  Estimated Accuracy
 MP0462;SPC WYEC     -   255,010.      403,760.      MT  (+/- 180 meters Scaled)
 MP0462
 MP0462                          SUPERSEDED SURVEY CONTROL
 MP0462
 MP0462  NGVD 29 (06/08/92) 2187.242  (m)         7175.98   (f) ADJUSTED    1 2
 MP0462
 MP0462.Superseded values are not recommended for survey control.
 MP0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0462.See file dsdata.txt to determine how the superseded data were derived.
 MP0462
 MP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG101407(NAD 83)
 MP0462_MARKER: DQ = CALIBRATION BASE LINE DISK
 MP0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0462_SP_SET: CONCRETE POST
 MP0462_STAMPING: 1150 M 1982
 MP0462_MARK LOGO: NGS   
 MP0462_PROJECTION: PROJECTING 1 CENTIMETERS
 MP0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0462+STABILITY: SURFACE MOTION
 MP0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0462+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1992
 MP0462
 MP0462  HISTORY     - Date     Condition        Report By
 MP0462  HISTORY     - 1982     MONUMENTED       WYPLS
 MP0462  HISTORY     - 1983     GOOD             NGS
 MP0462  HISTORY     - 1987     GOOD             NGS
 MP0462  HISTORY     - 19920617 GOOD             NGS
 MP0462
 MP0462                          STATION DESCRIPTION
 MP0462
 MP0462'DESCRIBED BY WYOMING PROFESSIONAL LAND SURVEYOR 1982
 MP0462'THE BASE LINE IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTHWEST OF RAWLINS
 MP0462'AND ABOUT 3.2 KM (2.0 MI) EAST-SOUTHEAST OF THE RADIO TOWERS ATOP NINE
 MP0462'MILE HILL.  THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL
 MP0462'WITH OLD STATE HIGHWAY 789.
 MP0462' 
 MP0462'THE BASE LINE IS A NORTH-NORTHWEST, SOUTH-SOUTHEAST LINE WITH THE
 MP0462'0-METER POINT ON THE SOUTH-SOUTHEAST END.  IT CONSISTS OF THE 0, 150,
 MP0462'430, AND 1150 METER POINTS.  THERE ARE TWO STATIONS USED FOR TAPE
 MP0462'CALIBRATION LOCATED ON LINE AND NORTH-NORTHWEST OF THE 0- METER POINT
 MP0462'AT DISTANCES OF 100 AND 200 FEET.
 MP0462' 
 MP0462'TO REACH THE 0-METER POINT FROM THE JUNCTIONS OF U.S. HIGHWAY 287
 MP0462'BYPASS AND U.S. HIGHWAY 287 AND STATE HIGHWAY 789, LOCATED NORTH OF
 MP0462'RAWLINS, GO NORTHWEST ON U.S. HIGHWAY 287 AND STATE HIGHWAY 789 FOR
 MP0462'10.8 KM (6.7 MI) TO A PAVED INTERSECTION ON THE LEFT.  TURN LEFT AND
 MP0462'GO WEST-SOUTHWEST CROSSING A CATTLE GUARD FOR 0.1 KM (0.06 MI) TO A
 MP0462'TRACK ROAD INTERSECTION.  TURN LEFT AND GO SOUTH- SOUTHEAST ON THE
 MP0462'TRACK ROAD (OLD STATE HIGHWAY 789) FOR 1.4 KM (0.9 MI) TO THE 0-METER
 MP0462'POINT ON THE RIGHT.
 MP0462' 
 MP0462'THE 1150-METER POINT IS STANDARD NGS CALIBRATION BASE LINE DISK
 MP0462'STAMPED--1150 M 1982--, SET IN THE TOP OF A 23 CM (9 IN) DIAMETER
 MP0462'CONCRETE POST PROJECTING 5 CM (2 IN) ABOVE THE SURFACE OF THE GROUND.
 MP0462'IT IS 20.8 M (68.2 FT) WEST-SOUTHWEST OF AND ABOUT LEVEL WITH THE
 MP0462'CENTERLINE OF A TRACK ROAD, 1.1 M (3.6 FT) EAST OF A 1.8 M (6.0 FT)
 MP0462'HIGH RAILROAD TIE SET VERTICALLY IN THE GROUND, AND 1.0 M (3.3 FT)
 MP0462'WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST.
 MP0462' 
 MP0462'USER NOTES-- USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 MP0462'ELEVATIONS ARE FOR CBL USE ONLY.
 MP0462' 
 MP0462'THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE
 MP0462'PROFESSIONAL LAND SURVEYORS OF WYOMING AND THE WYOMING STATE HIGHWAY
 MP0462'DEPARTMENT.  FOR FURTHER INFORMATION CONTACT MR. ROBERT JACK SMITH,
 MP0462'1015 HARSHMAN STREET, P.O. BOX 1104, RAWLINS, WY 82301. TELEPHONE
 MP0462'(307) 324-5262.
 MP0462
 MP0462                          STATION RECOVERY (1983)
 MP0462
 MP0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0462'13.5 KM (8.4 MI) NORTH FROM RAWLINS.
 MP0462'13.5 KM (8.4 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0462'WITH U.S. HIGHWAY 30 IN RAWLINS, 110.7 METERS (560.0 FT) SOUTHWEST OF
 MP0462'THE CENTERLINE OF THE HIGHWAY, 20.6 METERS (67.6 FT) SOUTHWEST OF THE
 MP0462'CENTER OF THE OLD HIGHWAY AND 0.9 METER (3.0 FT) EAST OF A 6 BY 6 INCH
 MP0462'WOODEN POST.  NOTE, THE DISK IS A CALIBRATION BASELINE DISK.
 MP0462'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 MP0462'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MP0462
 MP0462                          STATION RECOVERY (1987)
 MP0462
 MP0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MP0462'RECOVERED IN GOOD CONDITION.
 MP0462
 MP0462                          STATION RECOVERY (1992)
 MP0462
 MP0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MP0462'MARK IS A COMPONENT OF THE RAWLINS CALIBRATION BASE LINE, LOCATED
 MP0462'ABOUT 12.9 KM (8.0 MI) NORTHWEST OF RAWLINS AND 0.1 KM (0.1 MI)
 MP0462'WEST-SOUTHWEST OF U.S. HIGHWAY 287/STATE HIGHWAY 789, ON THE SOUTHWEST
 MP0462'SIDE OF A DIM ASPHALT ROAD/TRACK ROAD WHICH IS OLD STATE HIGHWAY 789
 MP0462'IN SECTION 12 T 22 N R 88 W (RENDLE HILL 7.5 MIN QUAD).
 MP0462'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 BYPASS AND U.S. HIGHWAY
 MP0462'287/STATE HIGHWAY 789, LOCATED JUST NORTH OF RAWLINS, GO NORTHWEST ON
 MP0462'U.S. HIGHWAY 287/STATE HIGHWAY 789 FOR 10.8 KM (6.7 MI) TO A PAVED
 MP0462'INTERSECTION ON THE LEFT.  TURN LEFT AND GO WEST-SOUTHWEST ACROSS A
 MP0462'CATTLE GUARD FOR 0.1 KM (0.1 MI) TO THE INTERSECTION OF A DIM
 MP0462'ASPHALT/TRACK ROAD (OLD STATE HIGHWAY 789).  TURN LEFT AND GO
 MP0462'SOUTH-SOUTHEAST ON THE TRACK ROAD FOR 0.25 KM (0.16 MI) TO THE MARK
 MP0462'ON THE RIGHT.
 MP0462'MARK IS SET IN THE TOP OF A 23 CM (9 IN) DIAMETER CONCRETE POST
 MP0462'PROJECTING 5 CM (2 IN) ABOVE GROUND SURFACE.  IT IS 20.8 M (68.2 FT)
 MP0462'WEST-SOUTHWEST OF THE CENTERLINE OF THE TRACK ROAD, 1.1 M (3.6 FT)
 MP0462'EAST OF A 1.8 M (5.9 FT) HIGH RAILROAD TIE SET VERTICALLY IN THE
 MP0462'GROUND AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS
 MP0462'POST.
 MP0462'FOR MORE INFORMATION CONTACT MR. ROBERT JACK SMITH, 1015 HARSHMAN
 MP0462'STREET, P.O. BOX 1104, RAWLINS, WY 82301.  TELEPHONE (307) 324-5262.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0612 ***********************************************************************
 MP0612  DESIGNATION -  RAWLINS WATER TANK
 MP0612  PID         -  MP0612
 MP0612  STATE/COUNTY-  WY/CARBON
 MP0612  USGS QUAD   -  RAWLINS (1981)
 MP0612
 MP0612                         *CURRENT SURVEY CONTROL
 MP0612  ___________________________________________________________________
 MP0612* NAD 83(1993)-  41 47 36.88224(N)    107 14 32.01010(W)     ADJUSTED  
 MP0612* NAVD 88     -                                                        
 MP0612  ___________________________________________________________________
 MP0612  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 MP0612  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 MP0612
 MP0612  HORZ ORDER  -  THIRD
 MP0612
 MP0612.The horizontal coordinates were established by classical geodetic methods
 MP0612.and adjusted by the National Geodetic Survey in January 1997..
 MP0612
 MP0612
 MP0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0612
 MP0612.The geoid height was determined by GEOID03.
 MP0612
 MP0612;                    North         East     Units Scale Factor Converg.
 MP0612;SPC WYEC     -   243,655.650   407,572.266   MT  0.99993821   +0 03 38.6
 MP0612;UTM  13      - 4,629,287.985   313,699.921   MT  1.00002711   -1 29 41.1
 MP0612
 MP0612                          SUPERSEDED SURVEY CONTROL
 MP0612
 MP0612  NAD 83(1986)-  41 47 36.87109(N)    107 14 32.00225(W) AD(       ) 4
 MP0612  NAD 27      -  41 47 37.02200(N)    107 14 29.81900(W) AD(       ) 3
 MP0612
 MP0612.Superseded values are not recommended for survey control.
 MP0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0612.See file dsdata.txt to determine how the superseded data were derived.
 MP0612
 MP0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1370029288(NAD 83)
 MP0612_MARKER: 53 = ELEVATED TANK
 MP0612
 MP0612  HISTORY     - Date     Condition        Report By
 MP0612  HISTORY     - 1948     FIRST OBSERVED   CGS
 MP0612  HISTORY     - 1958     GOOD             CGS
 MP0612
 MP0612                          STATION DESCRIPTION
 MP0612
 MP0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0612'STATION IS THE METAL TANK, PAINTED ALUMINUM, SET ON STRUCTURAL
 MP0612'STEEL LEGS, AND LOCATED IN THE NORTH CENTRAL PART OF RAWLINS.
 MP0612'THE CENTER OF THE TOP WAS THE POINT OBSERVED UPON.
 MP0612
 MP0612                          STATION RECOVERY (1958)
 MP0612
 MP0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 MP0612'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MP0612'CORRECT NAME FOR THE STATION IS--RAWLINS, WYOMING STATE
 MP0612'PENITENTIARY, WATER TANK.  IT IS LOCATED ON THE PENITENTIARYS
 MP0612'GROUNDS AT THE EAST SIDE OF THE CONCRETE WALL AROUND THE PRISONERS
 MP0612'COMPOUND AND IS IN THE NORTHERN PART OF RAWLINS.
 MP0612'
 MP0612'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE, PAINTED
 MP0612'SILVER AND IS ABOUT 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0325 ***********************************************************************
 NS0325  DESIGNATION -  RAY
 NS0325  PID         -  NS0325
 NS0325  STATE/COUNTY-  WY/FREMONT
 NS0325  USGS QUAD   -  RAY LAKE (1978)
 NS0325
 NS0325                         *CURRENT SURVEY CONTROL
 NS0325  ___________________________________________________________________
 NS0325* NAD 83(1993)-  42 56 15.49877(N)    108 52 20.15720(W)     ADJUSTED  
 NS0325* NAVD 88     -      1841.9    (meters)    6043.     (feet)  VERTCON   
 NS0325  ___________________________________________________________________
 NS0325  LAPLACE CORR-         -20.05  (seconds)                    DEFLEC99
 NS0325  GEOID HEIGHT-         -11.28  (meters)                     GEOID03
 NS0325
 NS0325  HORZ ORDER  -  THIRD
 NS0325
 NS0325.The horizontal coordinates were established by classical geodetic methods
 NS0325.and adjusted by the National Geodetic Survey in January 1997..
 NS0325
 NS0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0325
 NS0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0325
 NS0325.The geoid height was determined by GEOID03.
 NS0325
 NS0325;                    North         East     Units Scale Factor Converg.
 NS0325;SPC WYWC     -   270,733.598   590,020.868   MT  0.99993872   -0 04 59.8
 NS0325;UTM  12      - 4,756,086.095   673,606.326   MT  0.99997079   +1 26 59.2
 NS0325
 NS0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0325!SPC WYWC     -   0.99971299  x   0.99993872  =   0.99965173
 NS0325!UTM  12      -   0.99971299  x   0.99997079  =   0.99968379
 NS0325
 NS0325:                Primary Azimuth Mark                     Grid Az
 NS0325:SPC WYWC     -  TEL                                      273 55 23.4
 NS0325:UTM  12      -  TEL                                      272 23 24.4
 NS0325
 NS0325|---------------------------------------------------------------------|
 NS0325| PID    Reference Object                     Distance      Geod. Az  |
 NS0325|                                                           dddmmss.s |
 NS0325| NS0265 TEL                                 APPROX.10.3 KM 2735023.6 |
 NS0325|---------------------------------------------------------------------|
 NS0325
 NS0325                          SUPERSEDED SURVEY CONTROL
 NS0325
 NS0325  NAD 83(1986)-  42 56 15.48001(N)    108 52 20.15237(W) AD(       ) 3
 NS0325  NGVD 29 (11/06/89) 1840.9    (m)         6040.     (f) VERT ANG       
 NS0325
 NS0325.Superseded values are not recommended for survey control.
 NS0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0325.See file dsdata.txt to determine how the superseded data were derived.
 NS0325
 NS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7360656086(NAD 83)
 NS0325_MARKER: DS = TRIANGULATION STATION DISK
 NS0325_SETTING: 0 = UNSPECIFIED SETTING
 NS0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0325
 NS0325  HISTORY     - Date     Condition        Report By
 NS0325  HISTORY     - 1950     MONUMENTED       USGS
 NS0325
 NS0325                          STATION DESCRIPTION
 NS0325
 NS0325'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0325'STATION IS LOCATED ABOUT 6 MI. W. AND 8 MI. N. OF TOWN OF LANDER,
 NS0325'WYOMING, ON HIGH POINT OF N-S. RIDGE OVERLOOKING IRRIGATION CANAL,
 NS0325'IN NW. 1/4 SEC. 34, T 1 S, R 1 W.
 NS0325'
 NS0325'TO REACH FROM FREMONT COUNTY VOCATIONAL HIGH SCHOOL AT W. END OF TOWN
 NS0325'OF LANDER, WYOMING, FOLLOW U.S. HIGHWAY 287 N. FOR 9.4 MI.  TURN LEFT
 NS0325'(W.) ONTO DIRT RD. AND PROCEED ALONG THIS RD. FOR 0.5 MI.  TAKE SHARP
 NS0325'RIGHT TURN FOLLOWING MAIN RD. FOR 0.2 MI. TO FORK.  TAKE RIGHT FORK
 NS0325'FOR 0.7 MI. TO CROSSROAD.  GO STRAIGHT AHEAD ON RD. THAT FOLLOWS
 NS0325'IRRIGATION DITCH.  AT 0.4 MI. TURN LEFT ONTO RD. THAT CROSSES
 NS0325'IRRIGATION DITCH AND FOLLOW THIS RD. FOR 0.2 MI. TO FORK.  TAKE LEFT
 NS0325'FORK AND AT 0.2 MI. FURTHER ALONG RD. TAKE RIGHT FORK.  FOLLOW THIS
 NS0325'RD. FOR 0.4 MI. TO BRIDGE ACROSS IRRIGATION CANAL.  FROM THIS POINT
 NS0325'STATION IS ON SECOND RIDGE DUE W. WHICH IS ABOUT ONE QUARTER OF A
 NS0325'MILE IN DISTANCE.  BOTH THE FIRST RIDGE AND THE RIDGE ON WHICH STATION
 NS0325'IS LOCATED RUN IS A N-S. DIRECTION.  STATION IS LOCATED ON THE SE.
 NS0325'EDGE OF A SMALL KNOLL ABOUT MIDWAY ALONG RIDGE.
 NS0325'
 NS0325'STATION MARK--STANDARD TABLET IN CONCRETE POST PROTRUDING ABOUT 6 IN.
 NS0325'ABOVE GROUND AND STAMPED---WR - RAY---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1036 ***********************************************************************
 MO1036  DESIGNATION -  RAZOR
 MO1036  PID         -  MO1036
 MO1036  STATE/COUNTY-  WY/LARAMIE
 MO1036  USGS QUAD   -  PINE BLUFFS SW (1991)
 MO1036
 MO1036                         *CURRENT SURVEY CONTROL
 MO1036  ___________________________________________________________________
 MO1036* NAD 83(1993)-  41 07 06.77409(N)    104 10 42.24042(W)     ADJUSTED  
 MO1036* NAVD 88     -      1609.     (meters)    5279.     (feet)  SCALED    
 MO1036  ___________________________________________________________________
 MO1036  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 MO1036  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 MO1036
 MO1036  HORZ ORDER  -  SECOND
 MO1036
 MO1036.The horizontal coordinates were established by classical geodetic methods
 MO1036.and adjusted by the National Geodetic Survey in January 1997..
 MO1036
 MO1036.The orthometric height was scaled from a topographic map.
 MO1036
 MO1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1036
 MO1036.The geoid height was determined by GEOID03.
 MO1036
 MO1036;                    North         East     Units Scale Factor Converg.
 MO1036;SPC WY E     -    69,156.366   282,994.209   MT  1.00002224   +0 38 59.8
 MO1036;SPC NE       -   151,167.558   149,328.551   MT  0.99968131   -2 46 08.4
 MO1036;UTM  13      - 4,552,242.416   568,974.179   MT  0.99965855   +0 32 25.2
 MO1036
 MO1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1036!SPC WY E     -   0.99975054  x   1.00002224  =   0.99977278
 MO1036!SPC NE       -   0.99975054  x   0.99968131  =   0.99943193
 MO1036!UTM  13      -   0.99975054  x   0.99965855  =   0.99940918
 MO1036
 MO1036:                Primary Azimuth Mark                     Grid Az
 MO1036:SPC WY E     -  RAZOR AZ MK                              000 04 27.8
 MO1036:SPC NE       -  RAZOR AZ MK                              003 29 36.0
 MO1036:UTM  13      -  RAZOR AZ MK                              000 11 02.4
 MO1036
 MO1036|---------------------------------------------------------------------|
 MO1036| PID    Reference Object                     Distance      Geod. Az  |
 MO1036|                                                           dddmmss.s |
 MO1036| CQ4747 RAZOR AZ MK                                        0004327.6 |
 MO1036| CQ4748 RAZOR RM 1                           24.970 METERS 05349     |
 MO1036| MO1026 PINE BLUFFS RURAL ELEC RADIO        APPROX. 9.5 KM 0632847.7 |
 MO1036| CQ4749 RAZOR RM 2                           16.704 METERS 18252     |
 MO1036|---------------------------------------------------------------------|
 MO1036
 MO1036                          SUPERSEDED SURVEY CONTROL
 MO1036
 MO1036  NAD 83(1993)-  41 07 06.76500(N)    104 10 42.23659(W) AD(       ) 2
 MO1036  NAD 83(1986)-  41 07 06.76495(N)    104 10 42.23694(W) AD(       ) 2
 MO1036  NAD 27      -  41 07 06.82900(N)    104 10 40.40410(W) AD(       ) 2
 MO1036
 MO1036.Superseded values are not recommended for survey control.
 MO1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1036.See file dsdata.txt to determine how the superseded data were derived.
 MO1036
 MO1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6897452242(NAD 83)
 MO1036_MARKER: DS = TRIANGULATION STATION DISK
 MO1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1036
 MO1036  HISTORY     - Date     Condition        Report By
 MO1036  HISTORY     - 1963     MONUMENTED       CGS
 MO1036
 MO1036                          STATION DESCRIPTION
 MO1036
 MO1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1036'THE STATION IS 5-1/2 MILES WEST AND 4-1/2 MILES SOUTH OF PINE
 MO1036'BLUFFS, 2 MILES SOUTH OF U.S. HIGHWAY 30, ON THE WEST RIGHT-OF-WAY
 MO1036'OF A SECTION LINE ROAD AND IN THE SOUTHEAST QUARTER OF SECTION 3,
 MO1036'T 14 N, R 61 W.
 MO1036'
 MO1036'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND MAIN
 MO1036'STREET, AT THE CAUTION LIGHT IN PINE BLUFFS, GO SOUTHWEST AND
 MO1036'WEST ON HIGHWAY 30 FOR 6.6 MILES TO A CROSSROAD. TURN LEFT AND GO
 MO1036'SOUTH ON A GRAVEL ROAD FOR 0.8 MILE TO A CATTLE GUARD ACROSS
 MO1036'THE ROAD AND THE AZIMUTH MARK ON THE LEFT NEAR A T-FENCE CORNER.
 MO1036'CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.3 MILE TO A WIRE GATE
 MO1036'ACROSS THE ROAD.  CONTINUE SOUTH ON THE MAIN ROAD FOR 0.9
 MO1036'MILE TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 MO1036'
 MO1036'STATION MARKS ARE STANDARD DISKS STAMPED RAZOR 1963.  THE SURFACE
 MO1036'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1036'THE GROUND.  IT IS 210.5 FEET NORTH OF A FENCE CORNER POST,
 MO1036'33 FEET WEST OF THE CENTER OF A GRAVEL ROAD AND 3.5 FEET EAST
 MO1036'OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MO1036'OF CONCRETE 41 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1036'
 MO1036'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RAZOR NO 1
 MO1036'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO1036'OF THE GROUND.  IT IS 33 FEET EAST OF THE CENTER OF THE GRAVEL
 MO1036'ROAD AND 1.5 FEET NORTH OF A FENCE POST.
 MO1036'
 MO1036'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RAZOR NO 2 1963,
 MO1036'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 MO1036'GROUND.  IT IS 155.5 FEET NORTH OF THE CORNER FENCE POST, 36
 MO1036'FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT EAST OF A
 MO1036'FENCE.
 MO1036'
 MO1036'AZIMUTH MARK, A STANDARD DISK STAMPED RAZOR 1963, IS SET IN A
 MO1036'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 30.5 FEET
 MO1036'EAST OF THE CENTER OF A CATTLE GUARD, 2.5 FEET SOUTHWEST OF A
 MO1036'T-FENCE CORNER AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 MO1036'
 MO1036'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1242 ***********************************************************************
 MO1242  DESIGNATION -  RBMB 1
 MO1242  PID         -  MO1242
 MO1242  STATE/COUNTY-  WY/LARAMIE
 MO1242  USGS QUAD   -  GREEN TOP MOUNTAIN (1992)
 MO1242
 MO1242                         *CURRENT SURVEY CONTROL
 MO1242  ___________________________________________________________________
 MO1242* NAD 83(1993)-  41 15 16.53062(N)    105 16 32.55371(W)     ADJUSTED  
 MO1242* NAVD 88     -      2355.     (meters)    7726.     (feet)  SCALED    
 MO1242  ___________________________________________________________________
 MO1242  LAPLACE CORR-         -16.47  (seconds)                    DEFLEC99
 MO1242  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 MO1242
 MO1242  HORZ ORDER  -  THIRD
 MO1242
 MO1242.The horizontal coordinates were established by classical geodetic methods
 MO1242.and adjusted by the National Geodetic Survey in January 1997..
 MO1242
 MO1242.The orthometric height was scaled from a topographic map.
 MO1242
 MO1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1242
 MO1242.The geoid height was determined by GEOID03.
 MO1242
 MO1242;                    North         East     Units Scale Factor Converg.
 MO1242;SPC WY E     -    83,799.082   190,861.635   MT  0.99993853   -0 04 18.9
 MO1242;UTM  13      - 4,567,056.444   476,901.861   MT  0.99960657   -0 10 54.5
 MO1242
 MO1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1242!SPC WY E     -   0.99963273  x   0.99993853  =   0.99957128
 MO1242!UTM  13      -   0.99963273  x   0.99960657  =   0.99923945
 MO1242
 MO1242:                Primary Azimuth Mark                     Grid Az
 MO1242:SPC WY E     -  SAN FRAN NEW YORK AWY BCN 38             139 11 48.8
 MO1242:UTM  13      -  SAN FRAN NEW YORK AWY BCN 38             139 18 24.4
 MO1242
 MO1242|---------------------------------------------------------------------|
 MO1242| PID    Reference Object                     Distance      Geod. Az  |
 MO1242|                                                           dddmmss.s |
 MO1242| MO1218 SAN FRAN NEW YORK AWY BCN 38        APPROX. 4.2 KM 1390729.9 |
 MO1242| MO1221 RUSSELL RM 1                        APPROX. 4.1 KM 2405915.0 |
 MO1242| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.13.3 KM 2762438.6 |
 MO1242|---------------------------------------------------------------------|
 MO1242
 MO1242                          SUPERSEDED SURVEY CONTROL
 MO1242
 MO1242  NAD 83(1986)-  41 15 16.51587(N)    105 16 32.55175(W) AD(       ) 3
 MO1242  NAD 27      -  41 15 16.58576(N)    105 16 30.61317(W) AD(       ) 3
 MO1242
 MO1242.Superseded values are not recommended for survey control.
 MO1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1242.See file dsdata.txt to determine how the superseded data were derived.
 MO1242
 MO1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7690267056(NAD 83)
 MO1242_MARKER: DD = SURVEY DISK
 MO1242_SETTING: 66 = SET IN ROCK OUTCROP
 MO1242_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MO1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1242+STABILITY: POSITION/ELEVATION WELL
 MO1242
 MO1242  HISTORY     - Date     Condition        Report By
 MO1242  HISTORY     - 1947     MONUMENTED       USGS
 MO1242
 MO1242                          STATION DESCRIPTION
 MO1242
 MO1242'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1242'STATION LOCATED IN SEC. 19, T 15 N, R 70 W, ON ROCK SPIRE 50 FT.
 MO1242'HIGH, WITH PINE TREES AROUND BASE AND ONE LARGE TREE ON TOP, ABOUT
 MO1242'450 FT. S. OF RD.
 MO1242'
 MO1242'TO REACH FROM LARAMIE, GO E. ON U.S. HIGHWAY 30 9.2 MI. TO A GRADED
 MO1242'DIRT RD. E., KNOWN LOCALLY AS HAPPY JACK ROAD, GO E. 28 MI. TO A
 MO1242'T-RD. JUNCTION, THENCE E. (N.) 0.6 MI. TO JUNCTION, THENCE E. 0.65
 MO1242'MI. TO RD. FORK, THENCE RIGHT 1.25 MI. TO CROSSROAD, THENCE RIGHT
 MO1242'(SE.) 1.2 MI. TO DIM TRAIL CROSSING, THENCE LEFT (E.) ON EVERY DIM
 MO1242'TRAIL 1.35 MI. TO JUNCTION WITH DIRT RD., THENCE LEFT (N.) 1.1 MI.
 MO1242'TO POINT ABOUT 450 FT. N. OF ROCK SPIRE, LEAVE RD. AND GO S. 0.1 MI.
 MO1242'TO BASE.  STATION IS ON HIGH POINT OF SPIRE.
 MO1242'
 MO1242'STATION MARK--STANDARD TABLET, DRILLED IN ROCK AND STAMPED ---RBMB-1
 MO1242'1947---.
 MO1242'
 MO1242'REFERENCE MARK NO. 1--CHISELED ARROW WITH DRILL HOLE IN SHAFT, 13.0
 MO1242'FT. NW. OF STATION, S 26 DEG 09 MIN E.
 MO1242'
 MO1242'REFERENCE MARK NO. 2--CHISELED ARROW WITH DRILL HOLE IN SHAFT, 9.6
 MO1242'FT. NE. OF STATION, S 40 DEG 28 MIN W.
 MO1242'
 MO1242'REFERENCE MARKS NO. 1 AND 2 ARE 12.9 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0337 ***********************************************************************
 PX0337  DESIGNATION -  RDLG 3895
 PX0337  PID         -  PX0337
 PX0337  STATE/COUNTY-  WY/BIG HORN
 PX0337  USGS QUAD   -  ORCHARD BENCH (1966)
 PX0337
 PX0337                         *CURRENT SURVEY CONTROL
 PX0337  ___________________________________________________________________
 PX0337* NAD 83(1993)-  44 21 48.64802(N)    108 00 12.62245(W)     ADJUSTED  
 PX0337* NAVD 88     -      1190.79   (+/-2cm)    3906.8    (feet)  VERTCON   
 PX0337  ___________________________________________________________________
 PX0337  LAPLACE CORR-          11.27  (seconds)                    DEFLEC99
 PX0337  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 PX0337
 PX0337  HORZ ORDER  -  SECOND
 PX0337  VERT ORDER  -  THIRD ? (See Below)
 PX0337
 PX0337.The horizontal coordinates were established by classical geodetic methods
 PX0337.and adjusted by the National Geodetic Survey in January 1997..
 PX0337
 PX0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0337.The vertical order pertains to the NGVD 29 superseded value.
 PX0337
 PX0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0337
 PX0337.The geoid height was determined by GEOID03.
 PX0337
 PX0337;                    North         East     Units Scale Factor Converg.
 PX0337;SPC WYEC     -   529,357.317   346,580.563   MT  0.99997258   -0 28 07.0
 PX0337;UTM  12      - 4,916,616.452   738,772.133   MT  1.00030120   +2 05 46.2
 PX0337;UTM  13      - 4,916,636.928   260,669.074   MT  1.00030448   -2 06 03.9
 PX0337
 PX0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0337!SPC WYEC     -   0.99981532  x   0.99997258  =   0.99978790
 PX0337!UTM  12      -   0.99981532  x   1.00030120  =   1.00011646
 PX0337!UTM  13      -   0.99981532  x   1.00030448  =   1.00011974
 PX0337
 PX0337:                Primary Azimuth Mark                     Grid Az
 PX0337:SPC WYEC     -  SPENCE                                   337 08 05.7
 PX0337:UTM  12      -  SPENCE                                   334 34 12.5
 PX0337:UTM  13      -  SPENCE                                   338 46 02.6
 PX0337
 PX0337|---------------------------------------------------------------------|
 PX0337| PID    Reference Object                     Distance      Geod. Az  |
 PX0337|                                                           dddmmss.s |
 PX0337| PX0316 SPENCE                              APPROX.32.1 KM 3363958.7 |
 PX0337|---------------------------------------------------------------------|
 PX0337
 PX0337                          SUPERSEDED SURVEY CONTROL
 PX0337
 PX0337  NAD 83(1986)-  44 21 48.63670(N)    108 00 12.61575(W) AD(       ) 2
 PX0337  NAD 27      -  44 21 48.73600(N)    108 00 10.25700(W) AD(       ) 2
 PX0337  NGVD 29 (07/19/86) 1190.00   (m)         3904.2    (f) LEVELING    3  
 PX0337
 PX0337.Superseded values are not recommended for survey control.
 PX0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0337.See file dsdata.txt to determine how the superseded data were derived.
 PX0337
 PX0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ3877216616(NAD 83)
 PX0337_MARKER: DD = SURVEY DISK
 PX0337_SETTING: 0 = UNSPECIFIED SETTING
 PX0337
 PX0337  HISTORY     - Date     Condition        Report By
 PX0337  HISTORY     - 1931     MONUMENTED       USGS
 PX0337
 PX0337                          STATION DESCRIPTION
 PX0337
 PX0337'DESCRIBED BY US GEOLOGICAL SURVEY 1931 (CIA)
 PX0337'ABOUT 2-1/2 MILES (AIR LINE) SOUTHEAST OF BASIN, ON NORTH SIDE OF
 PX0337'BASIN-TEN SLEEP ROAD, IN GOLF COURSE IN BADLANDS, AND IN
 PX0337'SOUTHEAST PART OF T. 51 N., R. 93 W.  TO REACH FROM BASIN GO
 PX0337'NORTH 2 BLOCKS FROM POST OFFICE, TURN EAST ACROSS BIG HORN RIVER,
 PX0337'KEEP STRAIGHT AHEAD AFTER CROSSING BRIDGE, GO 0.4 MILE TO
 PX0337'CROSSROAD, CONTINUE STRAIGHT AHEAD, GO 1/4 MILE TO FORK.
 PX0337'TAKE RIGHT FORK AND GO 2.1 MILES TO STATION. ON LEFT SIDE OF
 PX0337'ROAD, SOUTHWEST OF TELPHONE LINE AND ABOUT 15 FEET NORTHEAST
 PX0337'OF ROAD.  MARKED BY STANDARD IRON PIPE BENCH MARK PROJECTING
 PX0337'ABOUT 1 FOOT ABOVE SURFACE, MARKED RDLG--3895.
 PX0337'ELEVATION--1,189.79 METERS (3.903.5 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0403 ***********************************************************************
 OV0403  DESIGNATION -  REBEDEAUX
 OV0403  PID         -  OV0403
 OV0403  STATE/COUNTY-  WY/NATRONA
 OV0403  USGS QUAD   -  SIOUX PASS (1952)
 OV0403
 OV0403                         *CURRENT SURVEY CONTROL
 OV0403  ___________________________________________________________________
 OV0403* NAD 83(1993)-  43 28 49.12022(N)    107 23 14.97981(W)     ADJUSTED  
 OV0403* NAVD 88     -      2601.     (meters)    8533.     (feet)  SCALED    
 OV0403  ___________________________________________________________________
 OV0403  LAPLACE CORR-           9.46  (seconds)                    DEFLEC99
 OV0403  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 OV0403
 OV0403  HORZ ORDER  -  FIRST
 OV0403
 OV0403.The horizontal coordinates were established by classical geodetic methods
 OV0403.and adjusted by the National Geodetic Survey in January 1997..
 OV0403
 OV0403.The orthometric height was scaled from a topographic map.
 OV0403
 OV0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0403
 OV0403.The geoid height was determined by GEOID03.
 OV0403
 OV0403;                    North         East     Units Scale Factor Converg.
 OV0403;SPC WYEC     -   431,013.199   395,618.484   MT  0.99993774   -0 02 14.2
 OV0403;SPC WYWC     -   331,913.678   710,224.409   MT  1.00008689   +0 56 15.5
 OV0403;UTM  13      - 4,816,923.727   306,918.860   MT  1.00005859   -1 38 36.1
 OV0403
 OV0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0403!SPC WYEC     -   0.99959408  x   0.99993774  =   0.99953184
 OV0403!SPC WYWC     -   0.99959408  x   1.00008689  =   0.99968093
 OV0403!UTM  13      -   0.99959408  x   1.00005859  =   0.99965265
 OV0403
 OV0403:                Primary Azimuth Mark                     Grid Az
 OV0403:SPC WYEC     -  REBEDEAUX AZ MK                          052 37 33.8
 OV0403:SPC WYWC     -  REBEDEAUX AZ MK                          051 39 04.1
 OV0403:UTM  13      -  REBEDEAUX AZ MK                          054 13 55.7
 OV0403
 OV0403|---------------------------------------------------------------------|
 OV0403| PID    Reference Object                     Distance      Geod. Az  |
 OV0403|                                                           dddmmss.s |
 OV0403| CP6485 REBEDEAUX AZ MK                                    0523519.6 |
 OV0403| CP6486 REBEDEAUX RM 1                        4.718 METERS 26155     |
 OV0403| CP6487 REBEDEAUX RM 2                        9.899 METERS 32630     |
 OV0403|---------------------------------------------------------------------|
 OV0403
 OV0403                          SUPERSEDED SURVEY CONTROL
 OV0403
 OV0403  NAD 83(1986)-  43 28 49.09970(N)    107 23 14.97077(W) AD(       ) 1
 OV0403  NAD 27      -  43 28 49.24100(N)    107 23 12.71100(W) AD(       ) 1
 OV0403
 OV0403.Superseded values are not recommended for survey control.
 OV0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0403.See file dsdata.txt to determine how the superseded data were derived.
 OV0403
 OV0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ0691916924(NAD 83)
 OV0403_MARKER: DS = TRIANGULATION STATION DISK
 OV0403_SETTING: 66 = SET IN ROCK OUTCROP
 OV0403
 OV0403  HISTORY     - Date     Condition        Report By
 OV0403  HISTORY     - 1938     MONUMENTED       CGS
 OV0403
 OV0403                          STATION DESCRIPTION
 OV0403
 OV0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0403'STATION REBEDEAUX, IN THE CENTRAL PART OF WYOMING IS IN
 OV0403'THE NORTHERN PART OF NATRONA COUNTY ON THE HIGHEST PART OF
 OV0403'A TIMBER-CAPPED RIDGE CONNECTING THE BIG HORN MOUNTAINS AND
 OV0403'THE DEEP CREEK MOUNTAINS AND ABOUT MIDWAY BETWEEN TROUT
 OV0403'CREEK ON THE W AND DEEP CREEK ON THE S.  IT IS ABOUT 42
 OV0403'MILES, AIRLINE, NE OF SHOSHONI, 45 MILES ESE OF THERMOPOLIS,
 OV0403'8.5 MILES SSE OF NOWOOD POST OFFICE AND ABOUT 1 MILE S OF THE
 OV0403'NATRONA-WASHAKIE COUNTY LINE.
 OV0403'
 OV0403'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 OV0403'IN OUTCROPPING BEDROCK.  REFERENCE
 OV0403'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 OV0403'BEDROCK.
 OV0403'
 OV0403'REACHED FROM ORCHARDS STORE AND NOWOOD POST OFFICE BY GOING
 OV0403'E FOR 0.05 MILE TO A ROAD TO THE S ON THE W SIDE OF A LARGE
 OV0403'BARN.  THENCE RIGHT, S, AND CROSS NOWOOD CREEK TO TWO GATES.
 OV0403'THENCE MAIN ROAD THROUGH LEFT-HAND GATE AND CONTINUE UP RIDGE
 OV0403'FOR 1.5 MILES TO ANOTHER GATE.  THENCE THROUGH GATE AND CONTINUE
 OV0403'ON MAIN ROAD, BLADED, FOR 2.1 MILES TO A FORK AT THE BOTTOM
 OV0403'OF A DRAW.  THENCE RIGHT FORK OUT OF DRAW FOR 0.2 MILE TO A
 OV0403'GATE AT FENCE CORNER.  THENCE CONTINUE ON MAIN ROAD TO THE
 OV0403'E ALONG THE S SIDE OF FENCE FOR 1.9 MILES TO A FORK AT THE
 OV0403'TOP OF A HILL.  THENCE LEFT FORK, MAIN ROAD, 0.5 MILE TO A
 OV0403'GATE.  THENCE RIGHT TURN THROUGH GATE AND CONTINUE S ON
 OV0403'TRAIL ROAD 0.8 MILE TO GEORGE REBEDEAUXS RANCH HOUSE.
 OV0403'THENCE PASS BETWEEN HOUSE AND BARN AND CONTINUE ON TRAIL
 OV0403'ROAD TO THE S FOR 0.35 MILE TO A GATE.  THENCE THROUGH
 OV0403'GATE AND CONTINUE S 1.05 MILE TO ANOTHER GATE.  THENCE
 OV0403'THROUGH GATE AND TURN SHARP RIGHT, W, AND FOLLOW TRAIL
 OV0403'ROAD TO W AND SW FOR 1.1 MILES TO A SMALL CABIN.  THENCE
 OV0403'PASS TO LEFT OF CABIN AND FOLLOW TRAIL ROAD UP RIDGE TO
 OV0403'THE SE AND S FOR 1.95 MILES TO A GATE.  THENCE THROUGH
 OV0403'GATE AND CONTINUE UP RIDGE 0.45 MILE TO A LARGE CORRAL ON
 OV0403'THE LEFT.  AFTER PASSING CORRAL ABOUT 100 YARDS TURN
 OV0403'SHARP LEFT, E, AND FOLLOW TRAIL ROAD TO TOP OF RIDGE
 OV0403'THEN ALONG CREST OF RIDGE TO THE S FOR ABOUT 0.8 MILE TO
 OV0403'END OF TRUCK TRAVEL.  FROM HERE PACK ALONG ROCKY CREST
 OV0403'ABOUT 0.2 MILE TO HIGHEST POINT AND STATION.
 OV0403'
 OV0403'AZIMUTH MARK IS ON A LOW GRASSY RIDGE ABOUT 2.5 MILES NW
 OV0403'OF STATION AND ABOUT 400 FEET LOWER.
 OV0403'
 OV0403'TO REACH FOLLOW ABOVE DESCRIPTION FROM REBEDEAUXS HOUSE TO
 OV0403'THE SECOND GATE THEN INSTEAD OF TURNING SHARP RIGHT, TURN
 OV0403'SHARP LEFT AND FOLLOW TRAIL ROAD DOWN ROCKY RIDGE FOR 0.3
 OV0403'MILE TO A FORK.  THENCE RIGHT FORK 0.8 MILE.  THENCE RIGHT
 OV0403'FORK 0.4 MILE TO A CREEK IN FRONT OF A HOUSE.  THENCE CROSS
 OV0403'CREEK AND PASS ON THE NE SIDE OF HOUSE TO A SMALL CANAL THEN
 OV0403'FOLLOW TRAIL ROAD TO S, 0.4 MILE TO AZIMUTH MARK ABOUT 15
 OV0403'FEET TO LEFT OF ROAD.
 OV0403'
 OV0403'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0568 ***********************************************************************
 PV0568  DESIGNATION -  RECLUSE
 PV0568  PID         -  PV0568
 PV0568  STATE/COUNTY-  WY/CAMPBELL
 PV0568  USGS QUAD   -  HOMESTEAD DRAW SW (1971)
 PV0568
 PV0568                         *CURRENT SURVEY CONTROL
 PV0568  ___________________________________________________________________
 PV0568* NAD 83(1993)-  44 47 29.05755(N)    105 39 19.26871(W)     ADJUSTED  
 PV0568* NAVD 88     -      1298.2    (meters)    4259.     (feet)  VERTCON   
 PV0568  ___________________________________________________________________
 PV0568  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 PV0568  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 PV0568
 PV0568  HORZ ORDER  -  SECOND
 PV0568
 PV0568.The horizontal coordinates were established by classical geodetic methods
 PV0568.and adjusted by the National Geodetic Survey in January 1997..
 PV0568
 PV0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0568
 PV0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0568
 PV0568.The geoid height was determined by GEOID03.
 PV0568
 PV0568;                    North         East     Units Scale Factor Converg.
 PV0568;SPC WY E     -   476,800.892   161,331.536   MT  0.99995588   -0 20 39.5
 PV0568;UTM  13      - 4,959,987.425   448,161.124   MT  0.99963304   -0 27 42.2
 PV0568
 PV0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0568!SPC WY E     -   0.99979877  x   0.99995588  =   0.99975466
 PV0568!UTM  13      -   0.99979877  x   0.99963304  =   0.99943189
 PV0568
 PV0568|---------------------------------------------------------------------|
 PV0568| PID    Reference Object                     Distance      Geod. Az  |
 PV0568|                                                           dddmmss.s |
 PV0568| CQ4754 RECLUSE RM 1                          7.593 METERS 10259     |
 PV0568| CQ4753 RECLUSE AZ MK                                      2093912.1 |
 PV0568| CQ4755 RECLUSE RM 2                         10.088 METERS 21730     |
 PV0568|---------------------------------------------------------------------|
 PV0568
 PV0568                          SUPERSEDED SURVEY CONTROL
 PV0568
 PV0568  NAD 83(1986)-  44 47 29.03709(N)    105 39 19.24565(W) AD(       ) 2
 PV0568  NAD 27      -  44 47 29.09500(N)    105 39 17.22400(W) AD(       ) 2
 PV0568  NGVD 29 (07/19/86) 1297.5    (m)         4257.     (f) VERT ANG       
 PV0568
 PV0568.Superseded values are not recommended for survey control.
 PV0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0568.See file dsdata.txt to determine how the superseded data were derived.
 PV0568
 PV0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK4816159987(NAD 83)
 PV0568_MARKER: DS = TRIANGULATION STATION DISK
 PV0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0568
 PV0568  HISTORY     - Date     Condition        Report By
 PV0568  HISTORY     - 1949     MONUMENTED       CGS
 PV0568
 PV0568                          STATION DESCRIPTION
 PV0568
 PV0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0568'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF THE RECLUSE
 PV0568'POST OFFICE AND ON LAND OWNED BY MR. GLEN MORSE.  THE STATION
 PV0568'IS ON A HIGH PROMINENT CLAY RIDGE ABOUT 200 YARDS LONG AND 50
 PV0568'FEET WIDE.  TO THE SOUTHEAST ABOUT 0.5 MILE IS A PROMINENT
 PV0568'ROCKY BUTTE THAT IS A LITTLE LOWER IN ELEVATION THAN THE STATION.
 PV0568'THE STATION MARK IS 10 FEET NORTH OF A WITNESS POST.
 PV0568'
 PV0568'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GILLETTE,
 PV0568'GO WEST AND NORTHWEST ON U.S. HIGHWAY 14 AND 16 FOR 30.75
 PV0568'MILES TO A GRAVELED ROAD ON THE RIGHT.  (THIS IS 5.55 MILES
 PV0568'SOUTHWEST OF THE SPOTTED HORSE POST OFFICE.) LEAVE U.S. HIGHWAY
 PV0568'AND BEAR RIGHT ON THE MAIN GRAVELED ROAD FOR 4.3 MILES TO A
 PV0568'FORK.  BEAR RIGHT AND FOLLOW THE MAIN ROAD FOR 0.55 MILE TO THE
 PV0568'RECLUSE POST OFFICE, CONTINUE NORTHEAST ON THE MAIN GRAVELED
 PV0568'ROAD FOR 3.3 MILES TO A FORK.  BEAR RIGHT AND FOLLOW MAIN ROAD
 PV0568'FOR 0.4 MILE TO A SMALL WOODEN BRIDGE, CONTINUE NORTHEAST ON
 PV0568'THE MAIN ROAD FOR 0.5 MILE TO A GATE ON THE RIGHT WITH TWO HIGH
 PV0568'POLES, A TRACK ROAD RUNNING TO THE NORTHEAST ON THE LEFT,
 PV0568'THE AZIMUTH MARK ON THE LEFT, BEAR LEFT,
 PV0568'NORTHEAST, AND FOLLOW THE MAIN TRACK ROAD FOR 0.5 MILE TO SOME
 PV0568'OLD LOG BUILDINGS, BEAR LEFT, NORTH, WITH THE TRACK ROAD
 PV0568'AND PROCEED FOR 0.35 MILE TO THE TOP OF THE RIDGE AND THE
 PV0568'STATION.
 PV0568'
 PV0568'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED RECLUSE
 PV0568'1949.
 PV0568'
 PV0568'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PV0568'RECLUSE NO 1 1949.
 PV0568'
 PV0568'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PV0568'RECLUSE NO 2 1949.
 PV0568'
 PV0568'THE AZIMUTH MARK IS 54 FEET NORTH OF THE APPROXIMATE CENTERLINE
 PV0568'OF A GRAVELED ROAD, 2.5 FEET NORTH OF A WITNESS POST AND 6
 PV0568'INCHES SOUTH OF A FENCE LINE.  THE MARK PROJECTS 6 INCHES,
 PV0568'AND THE DISK IS STAMPED RECLUSE 1949.
 PV0568'
 PV0568'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10 X 10-INCH
 PV0568'CONCRETE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0673 ***********************************************************************
 MP0673  DESIGNATION -  RED
 MP0673  PID         -  MP0673
 MP0673  STATE/COUNTY-  WY/SWEETWATER
 MP0673  USGS QUAD   -  SOUTH BARREL SPRING (1970)
 MP0673
 MP0673                         *CURRENT SURVEY CONTROL
 MP0673  ___________________________________________________________________
 MP0673* NAD 83(1993)-  41 21 00.39356(N)    107 58 17.56191(W)     ADJUSTED  
 MP0673* NAVD 88     -      2153.     (meters)    7064.     (feet)  SCALED    
 MP0673  ___________________________________________________________________
 MP0673  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 MP0673  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 MP0673
 MP0673  HORZ ORDER  -  SECOND
 MP0673
 MP0673.The horizontal coordinates were established by classical geodetic methods
 MP0673.and adjusted by the National Geodetic Survey in January 1997..
 MP0673
 MP0673.The orthometric height was scaled from a topographic map.
 MP0673
 MP0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0673
 MP0673.The geoid height was determined by GEOID03.
 MP0673
 MP0673;                    North         East     Units Scale Factor Converg.
 MP0673;SPC WYWC     -    94,693.212   665,143.848   MT  0.99998971   +0 30 51.5
 MP0673;SPC WYEC     -   194,597.351   346,592.280   MT  0.99997259   -0 25 17.9
 MP0673;UTM  13      - 4,581,884.729   251,401.251   MT  1.00036064   -1 57 51.0
 MP0673;UTM  12      - 4,582,049.595   753,360.395   MT  1.00039007   +2 00 06.6
 MP0673
 MP0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0673!SPC WYWC     -   0.99966471  x   0.99998971  =   0.99965443
 MP0673!SPC WYEC     -   0.99966471  x   0.99997259  =   0.99963731
 MP0673!UTM  13      -   0.99966471  x   1.00036064  =   1.00002523
 MP0673!UTM  12      -   0.99966471  x   1.00039007  =   1.00005465
 MP0673
 MP0673:                Primary Azimuth Mark                     Grid Az
 MP0673:SPC WYWC     -  SALT LAKE OMAHA SITE 23 BCN              012 16 21.6
 MP0673:SPC WYEC     -  SALT LAKE OMAHA SITE 23 BCN              013 12 31.0
 MP0673:UTM  13      -  SALT LAKE OMAHA SITE 23 BCN              014 45 04.1
 MP0673:UTM  12      -  SALT LAKE OMAHA SITE 23 BCN              010 47 06.5
 MP0673
 MP0673|---------------------------------------------------------------------|
 MP0673| PID    Reference Object                     Distance      Geod. Az  |
 MP0673|                                                           dddmmss.s |
 MP0673| MP0677 SALT LAKE OMAHA SITE 23 BCN         APPROX.40.0 KM 0124713.1 |
 MP0673| CP6491 RED AZ MK                                          0475901.5 |
 MP0673| CP6492 RED RM 1                             16.140 METERS 15846     |
 MP0673| CP6493 RED RM 2                             15.005 METERS 27244     |
 MP0673|---------------------------------------------------------------------|
 MP0673
 MP0673                          SUPERSEDED SURVEY CONTROL
 MP0673
 MP0673  NAD 83(1986)-  41 21 00.38206(N)    107 58 17.55129(W) AD(       ) 2
 MP0673  NAD 27      -  41 21 00.52600(N)    107 58 15.26000(W) AD(       ) 2
 MP0673
 MP0673.Superseded values are not recommended for survey control.
 MP0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0673.See file dsdata.txt to determine how the superseded data were derived.
 MP0673
 MP0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF5140181885(NAD 83)
 MP0673_MARKER: DS = TRIANGULATION STATION DISK
 MP0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0673
 MP0673  HISTORY     - Date     Condition        Report By
 MP0673  HISTORY     - 1937     MONUMENTED       CGS
 MP0673  HISTORY     - 1966     GOOD             USGS
 MP0673  HISTORY     - 1969     SEE DESCRIPTION  CGS
 MP0673  HISTORY     - 1970     GOOD             USGS
 MP0673
 MP0673                          STATION DESCRIPTION
 MP0673
 MP0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0673'STATION IS ABOUT 31-1/2 MILES NW OF DIXON, 21-1/2 MILES S OF
 MP0673'WAMSUTTER, ABOUT 3 MILES W OF THE CARBON COUNTY LINE, ON THE MOST
 MP0673'EASTERLY AND HIGHEST POINT OF A LOW ROUNDED SPUR EXTENDING OUT
 MP0673'FROM THE ROLLING HIGHLAND WHICH FRONTS THE W SIDE OF A DRY LAKE
 MP0673'BED, ABOUT 30 FEET W OF THE EXTREMITY OF THE SPUR, THE SLOPES
 MP0673'OF WHICH ARE COVERED WITH A DEPOSIT OF SMALL FOSSILIZED, SHELLS,
 MP0673'POSSIBLY SPIRELLA.  THE STATION IS ABOUT 1/2 MILE W OF A DIM
 MP0673'TRACK ROAD RUNNING S ACROSS THE DRY LAKE BED AND IS ON THE
 MP0673'HIGHEST POINT IN THE IMMEDIATE VICINITY.
 MP0673'
 MP0673'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 MP0673'DISKS SET IN CONCRETE.
 MP0673'
 MP0673'REFERENCE MARK NO. 1 IS SSE OF THE STATION, NEAR S EDGE OF THE
 MP0673'SUMMIT.  REFERENCE MARK NO. 2 IS W BY N OF THE STATION, IN RANGE
 MP0673'WITH A ROUNDED SUMMIT ON THE WESTERN HORIZON.
 MP0673'
 MP0673'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NE OF THE STATION,
 MP0673'ON TRACK ROAD ACROSS DRY LAKE BED, ABOUT 1/4 MILE NE OF THE CREST
 MP0673'OF A LOWER SUMMIT OF THE STATION HILL, 15 FEET SW OF THE CENTER
 MP0673'OF THE TRACK ROAD.
 MP0673'
 MP0673'TO REACH THE STATION FROM BAGGS, GO N ON STATE HIGHWAY 87 FOR
 MP0673'22 MILES AND TURN LEFT ON CROSS ROAD, THENCE 0.3 MILE TO DAD
 MP0673'POST OFFICE, THENCE W FOR 0.1 MILE AND CROSS STEEL BRIDGE, THENCE
 MP0673'NORTHERLY ON AN OLD GRADED ROAD FOR 11.2 MILES AND TURN LEFT ON
 MP0673'TRACK ROAD JUST AFTER CROSSING SMALL WOODEN BRIDGE, THENCE TAKE
 MP0673'LEFT FORK AND GO W 0.1 MILE AND TAKE RIGHT FORK, THENCE W ON DIM
 MP0673'ROAD UP HILL FOR 0.15 MILE AND TAKE LEFT FORK, THENCE W FOR 0.1
 MP0673'MILE AND KEEP STRAIGHT AHEAD AT CROSSROADS ON HILLTOP, THENCE
 MP0673'SW AND W ON THE MAIN-TRAVELED TRACK ROAD 1.85 MILES TO GROUP
 MP0673'OF BUILDINGS, THENCE W ON THE MAIN-TRAVELED TRACK ROAD FOR 4.3
 MP0673'MILES AND TURN LEFT AT SLANTING CROSSROADS, THENCE
 MP0673'SOUTHERLY FOR 0.3 MILE TO WASH, CROSS WASH AND TAKE RIGHT
 MP0673'FORK SOUTHERLY UP VALLEY AND OVER SHOULDER OF A RIDGE FOR
 MP0673'0.95 MILE AND KEEP STRAIGHT AHEAD UP VALLEY AT DIM ROAD
 MP0673'JUNCTION, THENCE SOUTHERLY ON THE MAIN-TRAVELED ROAD FOR
 MP0673'2.9 MILES TO END OF MAIN-TRAVELED ROAD AT SUMP AT BOTTOM
 MP0673'OF DRY LAKE BED (SEASONAL GREENERY HERE), BEAR LEFT AND GO SE
 MP0673'FOR ABOUT 0.1 MILE TO CREST OF LOW RIDGE AND PICK UP DIM TRACK
 MP0673'ROAD, THENCE SOUTHERLY ALONG THE RIDGE CREST ON THE TRACK ROAD
 MP0673'FOR 2.1 MILES TO THE AZIMUTH MARK ON THE RIGHT, TURN RIGHT
 MP0673'AND GO SW ACROSS COUNTRY FOR 0.6 MILE TO THE N EDGE OF THE
 MP0673'BASE OF THE STATION HILL, TURN LEFT AND GO S UP SHORT,
 MP0673'STEEP, SLOPE TO CREST OF HILL, THENCE E ALONG THE CREST
 MP0673'FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION.
 MP0673'
 MP0673'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 MP0673
 MP0673                          STATION RECOVERY (1966)
 MP0673
 MP0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (JMA)
 MP0673'TO REACH THE STATION FROM BAGGS, GO N ON STATE HWY. 789 FOR 22
 MP0673'MILES AND TURN LEFT ON CROSS ROAD, THENCE 0.3 MILE TO DAD POST
 MP0673'OFFICE, THENCE W FOR 0.1 MILE AND CROSS STEEL BRIDGE, THENCE
 MP0673'NORTHERLY ON GRADED ROAD FOR 11.2 MILES AND TURN LEFT 0.1
 MP0673'MILE AFTER CROSSING SMALL WOODEN BRIDGE AND FOLLOW MAIN TRAVELED
 MP0673'ROAD W FOR 2.1 MILE TO AN OLD BUILDING AND CORRAL, CONTINUE W
 MP0673'ON MAIN ROAD FOR 4.7 MILES TO A Y-ROAD JUST BEFORE REACHING A
 MP0673'LARGE RED ROCK ON THE RIGHT, TURN LEFT ON TRACK ROAD FOR 0.1
 MP0673'MILE TO WASH.  PREVIOUS DESCRIPTION IS ADEQUATE FROM HERE TO
 MP0673'STATION.
 MP0673
 MP0673                          STATION RECOVERY (1969)
 MP0673
 MP0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 MP0673'DUE TO THE MUDDY CONDITIONS OF THE DRY LAKE BED MENTIONED IN THE
 MP0673'ORIGINAL DESCRIPTION, THIS STATION WAS NOT VISITED.  AN ATTEMPT
 MP0673'WAS MADE TO FIND ANOTHER ROUTE TO STATION, BUT THE ONLY WAY WOULD
 MP0673'BE ACROSS THE LAKE BED WHICH WAS IMPASSABLE AT THIS TIME.
 MP0673
 MP0673                          STATION RECOVERY (1970)
 MP0673
 MP0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (GDF)
 MP0673'STATION AND REF. MKS. IN GOOD CONDITION
 MP0673'
 MP0673'AZ. MK. NOT SEARCHED FOR
 MP0673'
 MP0673'WAMSUTTER U.P.R.R. X-ING, SOUTH ON GRADED ROAD 7.3 MILES TO
 MP0673'T-RD.  RIGHT ON GRADED ROAD 6.6 MILES TO FK, SOUTH, LEFT 4.6
 MP0673'MILES TO JCT.  TURN RIGHT CROSS DAM LIKE FILL 1.3 MILES TO TRACK
 MP0673'RD. LEFT (OPPOSITE DAM ON RIGHT) TURN LEFT EAST AND GO 2.6 MILES
 MP0673'TO Y-TRACKS, TAKE RIGHT FORK 1.5 MILES CROSSING DRY LAKE BED TO
 MP0673'GATE.  TURN RIGHT WEST SIDE OF FENCE AND GO 1.3 MILES TO GATE.
 MP0673'PASS THROUGH AND PROCEED SOUTH TO TOP OF RIDGE, THENCE EAST TO
 MP0673'HIGH POINT AND STATION 0.3 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0376 ***********************************************************************
 OV0376  DESIGNATION -  RED
 OV0376  PID         -  OV0376
 OV0376  STATE/COUNTY-  WY/JOHNSON
 OV0376  USGS QUAD   -  HOLE-IN-THE-WALL (1984)
 OV0376
 OV0376                         *CURRENT SURVEY CONTROL
 OV0376  ___________________________________________________________________
 OV0376* NAD 83(1993)-  43 33 45.23870(N)    106 50 28.32246(W)     ADJUSTED  
 OV0376* NAVD 88     -      1833.2    (meters)    6014.     (feet)  VERTCON   
 OV0376  ___________________________________________________________________
 OV0376  LAPLACE CORR-         -10.19  (seconds)                    DEFLEC99
 OV0376  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 OV0376
 OV0376  HORZ ORDER  -  THIRD
 OV0376
 OV0376.The horizontal coordinates were established by classical geodetic methods
 OV0376.and adjusted by the National Geodetic Survey in January 1997..
 OV0376
 OV0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0376
 OV0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0376
 OV0376.The geoid height was determined by GEOID03.
 OV0376
 OV0376;                    North         East     Units Scale Factor Converg.
 OV0376;SPC WYEC     -   440,267.660   439,758.471   MT  0.99995694   +0 20 21.0
 OV0376;UTM  13      - 4,824,936.717   351,301.833   MT  0.99987198   -1 16 08.7
 OV0376
 OV0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0376!SPC WYEC     -   0.99971450  x   0.99995694  =   0.99967145
 OV0376!UTM  13      -   0.99971450  x   0.99987198  =   0.99958652
 OV0376
 OV0376:                Primary Azimuth Mark                     Grid Az
 OV0376:SPC WYEC     -  FERRIS                                   074 38 44.8
 OV0376:UTM  13      -  FERRIS                                   076 15 14.5
 OV0376
 OV0376|---------------------------------------------------------------------|
 OV0376| PID    Reference Object                     Distance      Geod. Az  |
 OV0376|                                                           dddmmss.s |
 OV0376| OV0370 FERRIS                              APPROX. 8.1 KM 0745905.8 |
 OV0376|---------------------------------------------------------------------|
 OV0376
 OV0376                          SUPERSEDED SURVEY CONTROL
 OV0376
 OV0376  NAD 83(1986)-  43 33 45.22068(N)    106 50 28.30208(W) AD(       ) 3
 OV0376  NAD 27      -  43 33 45.34078(N)    106 50 26.10559(W) AD(       ) 3
 OV0376  NGVD 29 (07/19/86) 1832.3    (m)         6011.     (f) VERT ANG       
 OV0376
 OV0376.Superseded values are not recommended for survey control.
 OV0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0376.See file dsdata.txt to determine how the superseded data were derived.
 OV0376
 OV0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ5130224937(NAD 83)
 OV0376
 OV0376  HISTORY     - Date     Condition        Report By
 OV0376  HISTORY     - 1959     MONUMENTED       USGS
 OV0376  HISTORY     - 1961     GOOD             USGS
 OV0376
 OV0376                          STATION DESCRIPTION
 OV0376
 OV0376'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 OV0376'STATION IS LOCATED ABOUT 7.7 MI. AIR SE. OF BARNUM AND 14.6 MI. AIR
 OV0376'SW. OF KAYCEE, NEAR THE NW.1/4 OF THE SE.1/4 OF SEC.32, T. 42 N.,R.83
 OV0376'W.
 OV0376'
 OV0376'TO REACH THE STATION FROM BARNUM JUNCTION, TRAVEL W. 0.4 MI. TO RD.
 OV0376'FORK AND CATTLE GUARD, TAKE LEFT GRADED RD. AND CONTINUE S. 3.8 MI. TO
 OV0376'GATE AND T-RD. E. AT THE BAR-C RANCH, TURN LEFT AND CONTINUE 0.3 MI.
 OV0376'TO Y.RD.JUNCTION, TAKE RIGHT FORK THROUGH GATE IN E-W. FENCE AND
 OV0376'CONTINUE E. 0.7 MI. TO GATE OF A.AUSTIN AT N-S. FENCE, CONTINUE E. AND
 OV0376'S. 1.7 MI. TO Y-RD. OPPOSITE CONCRETE BLOCK HOUSE, TAKE RIGHT FORK AND
 OV0376'CONTINUE S. 1.5 MI. TO Y-RD. JUNCTION - 0.1 MI. N. OF E-W. FENCE-,
 OV0376'TAKE RIGHT FORK AND CONTINUE S. 1.1 MI. TO GATE AT E-W. FENCE AND DIM
 OV0376'Y-RD. TAKE RIGHT HAND RD. AND CONTINUE SW. 0.3 MI. TO OPEN TOP AND
 OV0376'STATION SITE.
 OV0376'
 OV0376'RECOVERED.
 OV0376'
 OV0376'STATION MARK - STANDARD TABLET, STAMPED --- RED 1959 ---, SET IN A
 OV0376'CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 OV0376'
 OV0376'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0246 ***********************************************************************
 OW0246  DESIGNATION -  RED
 OW0246  PID         -  OW0246
 OW0246  STATE/COUNTY-  WY/HOT SPRINGS
 OW0246  USGS QUAD   -  NOSTRUM MOUNTAIN (1965)
 OW0246
 OW0246                         *CURRENT SURVEY CONTROL
 OW0246  ___________________________________________________________________
 OW0246* NAD 83(1993)-  43 32 18.04180(N)    108 17 08.20085(W)     ADJUSTED  
 OW0246* NAVD 88     -      2091.8    (meters)    6863.     (feet)  VERTCON   
 OW0246  ___________________________________________________________________
 OW0246  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 OW0246  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 OW0246
 OW0246  HORZ ORDER  -  THIRD
 OW0246
 OW0246.The horizontal coordinates were established by classical geodetic methods
 OW0246.and adjusted by the National Geodetic Survey in January 1997..
 OW0246
 OW0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0246
 OW0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0246
 OW0246.The geoid height was determined by GEOID03.
 OW0246
 OW0246;                    North         East     Units Scale Factor Converg.
 OW0246;SPC WYWC     -   337,563.852   637,532.110   MT  0.99995482   +0 19 11.6
 OW0246;UTM  12      - 4,824,179.724   719,308.312   MT  1.00019164   +1 52 13.9
 OW0246
 OW0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0246!SPC WYWC     -   0.99967410  x   0.99995482  =   0.99962893
 OW0246!UTM  12      -   0.99967410  x   1.00019164  =   0.99986567
 OW0246
 OW0246|---------------------------------------------------------------------|
 OW0246| PID    Reference Object                     Distance      Geod. Az  |
 OW0246|                                                           dddmmss.s |
 OW0246| CP6489 RED RM 1                              9.752 METERS 14947     |
 OW0246| CP6488 RED AZ MK                                          1643352.8 |
 OW0246| CP6490 RED RM 2                              6.274 METERS 28506     |
 OW0246|---------------------------------------------------------------------|
 OW0246
 OW0246                          SUPERSEDED SURVEY CONTROL
 OW0246
 OW0246  NAD 83(1986)-  43 32 18.02429(N)    108 17 08.21109(W) AD(       ) 3
 OW0246  NAD 27      -  43 32 18.18000(N)    108 17 05.85000(W) AD(       ) 3
 OW0246  NGVD 29 (11/06/89) 2090.9    (m)         6860.     (f) VERT ANG       
 OW0246
 OW0246.Superseded values are not recommended for survey control.
 OW0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0246.See file dsdata.txt to determine how the superseded data were derived.
 OW0246
 OW0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP1930824180(NAD 83)
 OW0246_MARKER: DS = TRIANGULATION STATION DISK
 OW0246_SETTING: 80 = SET IN A BOULDER
 OW0246_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OW0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0246
 OW0246  HISTORY     - Date     Condition        Report By
 OW0246  HISTORY     - 1936     MONUMENTED       CGS
 OW0246  HISTORY     - 1958     GOOD             CGS
 OW0246  HISTORY     - 1965     GOOD             USGS
 OW0246
 OW0246                          STATION DESCRIPTION
 OW0246
 OW0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0246'ABOUT 9 MILES AIR LINE SOUTH-SOUTHWEST FROM THERMOPOLIS, ABOUT
 OW0246'5 MILES WEST OF WIND RIVER CANYON, ON HIGHEST POINT OF HIGH
 OW0246'BARE RIDGE LYING BETWEEN RED CANYON AND CREST OF OWL MOUNTAINS.
 OW0246'STATION SITE IS VISIBLE FROM THERMOPOLIS AS BLACK-CAPPED HILL
 OW0246'ON SKYLINE.  TO REACH FROM THERMOPOLIS, FOLLOW U.S. HIGHWAY 20
 OW0246'SOUTH 3.5 MILES TO GATE TO RIGHT WITH SIGN NO HUNTING OR
 OW0246'TRESPASSING, ABOUT 0.1 MILE BEYOND RAILROAD OVERPASS, TURN
 OW0246'RIGHT THROUGH THIS GATE AND FOLLOW TRACK ROAD WINDING SOUTH
 OW0246'ALONG BIG HORN RIVER 1.5 MILES TO FORKS JUST WEST OF RAILROAD
 OW0246'BRIDGE.  TAKE LEFT FORK ACROSS RED CANYON WASH AND CONTINUE
 OW0246'SOUTH 0.15 MILE TO FORK.  TAKE RIGHT FORK STRAIGHT AHEAD AND
 OW0246'GO 0.35 MILE TO SECOND GATE.  PASS THROUGH GATE AND FOLLOW
 OW0246'TRACK ROAD UP STEEP BARE SLOPE 4.9 MILES TO POINT ON RIDGE
 OW0246'WHERE ROAD STARTS DOWN SOUTH SLOPE.  TURN RIGHT OFF TRACK
 OW0246'ROAD AND GO WEST ACROSS COUNTRY, FOLLOWING RIDGE ABOUT 2 MILES
 OW0246'TO HIGHEST POINT AND STATION.  TRUCKS CAN BE DRIVEN TO
 OW0246'STATION IN DRY WEATHER.  STATION MARK IS STANDARD DISK IN
 OW0246'BOULDER.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OW0246'DISKS IN BOULDERS.  NO. 1 IS 9.752 METERS (31.99
 OW0246'FEET) SOUTHEAST OF STATION S 30 DEG 13 MIN E.
 OW0246'NO. 2 IS 6.274 METERS (20.58 FEET) WEST N 74 DEG 54 MIN W.
 OW0246'AZIMUTH MARK IS ON SAME RIDGE AS STATION, ON LOW
 OW0246'POINT WHICH IS SLIGHTLY LOWER THAN STATION, AND
 OW0246'APPROXIMATELY 1/4 MILE SOUTH OF STATION S 15 DEG 26 MIN E.
 OW0246
 OW0246                          STATION RECOVERY (1958)
 OW0246
 OW0246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ETJ)
 OW0246'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 AND THE AZIMUTH
 OW0246'MARK WERE RECOVERED IN GOOD CONDITION.  THE PUBLISHED DISTANCES AND
 OW0246'DIRECTIONS WERE REMEASURED AND FOUND TO BE CORRECT.  THE ORIGINAL
 OW0246'DESCRIPTION IS VERY GOOD EXCEPT FOR THE DIRECTIONS ON HOW TO
 OW0246'REACH THE STATION.  TO REACH FROM THERMOPOLIS FOLLOW THE NEW
 OW0246'U.S. HIGHWAY 20 SOUTH 2.6 MILES AND TURN RIGHT ON A GRAVEL ROAD
 OW0246'THAT LEADS TO THE C.A.A. RADIO INSTALLATION ON TOP OF THE OWL
 OW0246'MOUNTAINS.  AFTER TURNING ONTO THIS GRAVEL ROAD FOLLOW IT
 OW0246'2.2 MILES TO THE BOTTOM OF A STEEP BARE SLOPE.  FOLLOW UP
 OW0246'THIS SLOPE FOR 4.9 MILES TO A ROAD FORK, TURN RIGHT AT THIS
 OW0246'FORK AND FOLLOW THIS ROAD ABOUT 1.5 MILES AND THEN TURN
 OW0246'LEFT UP THE SLOPE TO THE TOP OF THE RIDGE.  THE STATION IS
 OW0246'ABOUT ONE FOURTH MILE FARTHER ALONG THIS RIDGE AT THE
 OW0246'HIGHEST POINT.
 OW0246
 OW0246                          STATION RECOVERY (1965)
 OW0246
 OW0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OW0246'STATION MARK--USC AND GS STANDARD DISK WEDGED IN DRILL HOLE IN
 OW0246'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0554 ***********************************************************************
 PW0554  DESIGNATION -  RED
 PW0554  PID         -  PW0554
 PW0554  STATE/COUNTY-  WY/SHERIDAN
 PW0554  USGS QUAD   -  BULL ELK PARK (1993)
 PW0554
 PW0554                         *CURRENT SURVEY CONTROL
 PW0554  ___________________________________________________________________
 PW0554* NAD 83(1993)-  44 59 57.21924(N)    107 42 35.48694(W)     ADJUSTED  
 PW0554* NAVD 88     -      1909.8    (meters)    6266.     (feet)  VERTCON   
 PW0554  ___________________________________________________________________
 PW0554  LAPLACE CORR-         -15.55  (seconds)                    DEFLEC99
 PW0554  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 PW0554
 PW0554  HORZ ORDER  -  SECOND
 PW0554
 PW0554.The horizontal coordinates were established by classical geodetic methods
 PW0554.and adjusted by the National Geodetic Survey in January 1997..
 PW0554
 PW0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0554
 PW0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0554
 PW0554.The geoid height was determined by GEOID03.
 PW0554
 PW0554;                    North         East     Units Scale Factor Converg.
 PW0554;SPC WYEC     -   599,847.520   370,313.719   MT  0.99994833   -0 15 58.5
 PW0554;SPC MT       -    84,891.452   741,136.746   MT  1.00000046   +1 18 34.2
 PW0554;SPC MT       -   278,515.26  2,431,551.00   iFT  1.00000046   +1 18 34.2
 PW0554;UTM  13      - 4,986,437.312   286,418.800   MT  1.00016095   -1 55 00.7
 PW0554
 PW0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0554!SPC WYEC     -   0.99970235  x   0.99994833  =   0.99965070
 PW0554!SPC MT       -   0.99970235  x   1.00000046  =   0.99970281
 PW0554!UTM  13      -   0.99970235  x   1.00016095  =   0.99986326
 PW0554
 PW0554:                Primary Azimuth Mark                     Grid Az
 PW0554:SPC WYEC     -  RED AZ MK                                012 06 02.4
 PW0554:SPC MT       -  RED AZ MK                                010 31 29.7
 PW0554:UTM  13      -  RED AZ MK                                013 45 04.6
 PW0554
 PW0554|---------------------------------------------------------------------|
 PW0554| PID    Reference Object                     Distance      Geod. Az  |
 PW0554|                                                           dddmmss.s |
 PW0554| CQ6401 RED AZ MK                                          0115003.9 |
 PW0554| CQ6402 RED RM 1                             15.729 METERS 23749     |
 PW0554| CQ6403 RED RM 2                             17.852 METERS 34306     |
 PW0554|---------------------------------------------------------------------|
 PW0554
 PW0554                          SUPERSEDED SURVEY CONTROL
 PW0554
 PW0554  NAD 83(1986)-  44 59 57.20872(N)    107 42 35.47354(W) AD(       ) 2
 PW0554  NAD 27      -  44 59 57.33480(N)    107 42 33.12200(W) AD(       ) 2
 PW0554  NGVD 29 (07/19/86) 1908.9    (m)         6263.     (f) VERT ANG       
 PW0554
 PW0554.Superseded values are not recommended for survey control.
 PW0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0554.See file dsdata.txt to determine how the superseded data were derived.
 PW0554
 PW0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK8641986437(NAD 83)
 PW0554_MARKER: DS = TRIANGULATION STATION DISK
 PW0554_SETTING: 66 = SET IN ROCK OUTCROP
 PW0554
 PW0554  HISTORY     - Date     Condition        Report By
 PW0554  HISTORY     - 1957     MONUMENTED       CGS
 PW0554
 PW0554                          STATION DESCRIPTION
 PW0554
 PW0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0554'STATION IS ON A LOW ROCKY RIDGE IN THE BIG HORN NATIONAL FOREST,
 PW0554'ABOUT 0.1 MILE SOUTH OF THE WYOMING-MONTANA STATE LINE, ABOUT
 PW0554'0.1 MILE EAST OF THE ROAD LEADING FROM WYOLA VIA RED SPRINGS
 PW0554'TO SHEEP MOUNTAIN.
 PW0554'
 PW0554'REACHED FROM THE ELEVATOR IN PARKMAN BY GOING NORTHERLY ON A
 PW0554'MACADAM ROAD FOR 0.35 MILE TO THE JUNCTION WITH U.S. HIGHWAY 87,
 PW0554'TURN LEFT AND GO NORTHERLY ON HIGHWAY 87 FOR 1.8 MILE TO A
 PW0554'GRAVEL SIDE ROAD LEFT, TURN LEFT ON THE GRAVEL ROAD AND GO 0.05
 PW0554'MILE TO A RAILROAD CROSSING, CROSS THE RAILROAD TRACKS AND
 PW0554'CONTINUE WESTERLY FOR 6.0 MILES TO A SIDE ROAD RIGHT JUST
 PW0554'AFTER PASSING SOME FARM BUILDINGS ON THE RIGHT, KEEP STRAIGHT
 PW0554'AHEAD FOR 3.8 MILES TO THE TOP OF A GRADE AND THE END OF THE
 PW0554'GRAVEL ROAD, KEEP STRAIGHT AHEAD ON A DIRT ROAD FOR 5.45
 PW0554'MILES TO A LARGE RED BARN ON THE RIGHT AND A WHITE HOUSE ON
 PW0554'THE LEFT, CONTINUE ON THE DIRT ROAD FOR 0.8 MILE TO A
 PW0554'CROSSROADS, KEEP STRAIGHT AHEAD FOR 0.05 MILE TO THE
 PW0554'JUNCTION WITH A GRAVEL ROAD, TURN LEFT AND GO 0.15 MILE TO A
 PW0554'BRIDGE OVER LITTLE HORN RIVER, CROSS THE BRIDGE, KEEPING
 PW0554'STRAIGHT AHEAD AND GO 1.3 MILES TO THE THIRD CATTLE GUARD,
 PW0554'CROSS THE CATTLE GUARD AND GO 0.55 MILE TO A FORK, TAKE
 PW0554'THE LEFT FORK, LEAVING THE GRAVEL ROAD AND GO 0.4 MILE TO
 PW0554'A FORK JUST AFTER CROSSING A DITCH, TAKE THE RIGHT FORK,
 PW0554'KEEPING ON THE MAIN TRAVELED ROAD (PASSING THROUGH TWO WIRE
 PW0554'GATES) FOR 3.0 MILES TO A DIM TRACK ROAD (TURN RIGHT ACROSS A
 PW0554'DEEP WASH AND GO NORTHERLY ON THE DIM TRACK ROAD FOR 0.15
 PW0554'MILE, TURN LEFT LEAVING THE TRACK ROAD AND GO
 PW0554'SOUTHEASTERLY TO THE HIGHEST POINT OF A SMALL RIDGE AND AZIMUTH
 PW0554'MARK) KEEP STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 0.2
 PW0554'MILE TO A WIRE GATE AND THE ENTRANCE TO THE NATIONAL FOREST, PASS
 PW0554'THROUGH THE GATE AND GO 0.15 MILE TURN LEFT, LEAVING THE ROAD
 PW0554'AND GO UP-HILL (PASSING BETWEEN LARGE BOULDERS) FOR 0.1 MILE TO
 PW0554'THE HIGHEST POINT OF THE RIDGE AND STATION.
 PW0554'
 PW0554'STATION MARK IS A STANDARD DISK, CEMENTED IN A DRILL HOLE,
 PW0554'IN OUTCROPPING BEDROCK AND FLUSH WITH THE GROUND.  IT IS STAMPED
 PW0554'RED 1957 AND IS 4 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS
 PW0554'POST.
 PW0554'
 PW0554'R.M. 1 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE, IN OUTCROPPING
 PW0554'BEDROCK AND FLUSH WITH THE GROUND.  IT IS STAMPED RED NO 1 1957
 PW0554'AND IS 1 FOOT EAST OF A SMALL CAIRN.
 PW0554'
 PW0554'R.M. 2 IS A STANDARD DISK, CEMENTED IN A DRILL HOLE, IN
 PW0554'OUTCROPPING BEDROCK AND FLUSH WITH THE GROUND.  IT IS STAMPED
 PW0554'RED NO 2 1957 AND IS 1 FOOT SOUTHEAST OF A 4 IN X 4 IN UNPAINTED
 PW0554'POST.
 PW0554'
 PW0554'AZIMUTH MARK IS A STANDARD DISK, CEMENTED IN A DRILL HOLE,
 PW0554'IN A 4 X 9 FOOT BOULDER PROJECTING 3 FEET.  IT IS STAMPED RED
 PW0554'1957 AND IS 4 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0427 ***********************************************************************
 PX0427  DESIGNATION -  RED
 PX0427  PID         -  PX0427
 PX0427  STATE/COUNTY-  WY/PARK
 PX0427  USGS QUAD   -  PITCHFORK (1991)
 PX0427
 PX0427                         *CURRENT SURVEY CONTROL
 PX0427  ___________________________________________________________________
 PX0427* NAD 83(1993)-  44 04 29.76733(N)    109 09 49.56712(W)     ADJUSTED  
 PX0427* NAVD 88     -      2212.2    (meters)    7258.     (feet)  VERTCON   
 PX0427  ___________________________________________________________________
 PX0427  LAPLACE CORR-         -19.03  (seconds)                    DEFLEC99
 PX0427  GEOID HEIGHT-          -9.30  (meters)                     GEOID03
 PX0427
 PX0427  HORZ ORDER  -  THIRD
 PX0427
 PX0427.The horizontal coordinates were established by classical geodetic methods
 PX0427.and adjusted by the National Geodetic Survey in January 1997..
 PX0427
 PX0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0427
 PX0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0427
 PX0427.The geoid height was determined by GEOID03.
 PX0427
 PX0427;                    North         East     Units Scale Factor Converg.
 PX0427;SPC WYWC     -   397,158.336   566,857.052   MT  0.99995100   -0 17 16.2
 PX0427;UTM  12      - 4,881,834.980   647,033.654   MT  0.99986589   +1 16 39.0
 PX0427
 PX0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0427!SPC WYWC     -   0.99965469  x   0.99995100  =   0.99960571
 PX0427!UTM  12      -   0.99965469  x   0.99986589  =   0.99952063
 PX0427
 PX0427:                Primary Azimuth Mark                     Grid Az
 PX0427:SPC WYWC     -  SUNSHINE                                 142 14 01.2
 PX0427:UTM  12      -  SUNSHINE                                 140 40 06.0
 PX0427
 PX0427|---------------------------------------------------------------------|
 PX0427| PID    Reference Object                     Distance      Geod. Az  |
 PX0427|                                                           dddmmss.s |
 PX0427| PX0426 SUNSHINE                            APPROX. 8.5 KM 1415645.0 |
 PX0427|---------------------------------------------------------------------|
 PX0427
 PX0427                          SUPERSEDED SURVEY CONTROL
 PX0427
 PX0427  NAD 83(1986)-  44 04 29.75716(N)    109 09 49.55813(W) AD(       ) 3
 PX0427  NAD 27      -  44 04 29.92730(N)    109 09 47.03353(W) AD(       ) 3
 PX0427  NGVD 29 (07/19/86) 2211.0    (m)         7254.     (f) VERT ANG       
 PX0427
 PX0427.Superseded values are not recommended for survey control.
 PX0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0427.See file dsdata.txt to determine how the superseded data were derived.
 PX0427
 PX0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP4703481835(NAD 83)
 PX0427_MARKER: DD = SURVEY DISK
 PX0427_SETTING: 66 = SET IN ROCK OUTCROP
 PX0427_SP_SET: SET IN ROCK OUTCROP
 PX0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0427+STABILITY: POSITION/ELEVATION WELL
 PX0427
 PX0427  HISTORY     - Date     Condition        Report By
 PX0427  HISTORY     - 1954     MONUMENTED       USGS
 PX0427
 PX0427                          STATION DESCRIPTION
 PX0427
 PX0427'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0427'STATION LOCATED 14.0 MI. AIR W. AND 5.0 MI. S. OF MEETEETSE, WYOMING,
 PX0427'ON A SHARP NE.-SW. RIDGE ABOUT 0.75 MI. NW. OF TIMBER CREEK.
 PX0427'
 PX0427'TO REACH FROM MEETEETSE, GO SW. ALONG STATE SECTION RD.NO.206, 12.1
 PX0427'MI. AND 3.1 MI. ALONG PITCHFORK RANCH RD. TO FORK AT SIGN ---TIMBER
 PX0427'CREEK RANGER STATION---. GO LEFT 2.0 MI., THE STATION LIES ON THE TOP
 PX0427'OF RIDGE 0.5 MI. W. OF THE RD.
 PX0427'
 PX0427'STATION MARK - STANDARD TABLET CEMENTED IN ROCK OUTCROP AND STAMPED
 PX0427'---RED 1954---.
 PX0427'
 PX0427'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET IN ROCK LEDGE STAMPED
 PX0427'---RM. NO.1 RED 1954---., 26.20 FT. FROM STATION MARK,
 PX0427'S 01 DEG 55 MIN E.
 PX0427'
 PX0427'REFERENCE MARK NO.2- 3/4 IN. DRILL HOLE IN ROCK OUTCROP 38.80 FT. FROM
 PX0427'STATION MARK, N 68 DEG 31 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1049 ***********************************************************************
 MO1049  DESIGNATION -  RED
 MO1049  PID         -  MO1049
 MO1049  STATE/COUNTY-  WY/LARAMIE
 MO1049  USGS QUAD   -  MIDWAY SE (1991)
 MO1049
 MO1049                         *CURRENT SURVEY CONTROL
 MO1049  ___________________________________________________________________
 MO1049* NAD 83(1993)-  41 21 29.37533(N)    104 16 19.52748(W)     ADJUSTED  
 MO1049* NAVD 88     -      1687.     (meters)    5535.     (feet)  SCALED    
 MO1049  ___________________________________________________________________
 MO1049  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 MO1049  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 MO1049
 MO1049  HORZ ORDER  -  SECOND
 MO1049
 MO1049.The horizontal coordinates were established by classical geodetic methods
 MO1049.and adjusted by the National Geodetic Survey in January 1997..
 MO1049
 MO1049.The orthometric height was scaled from a topographic map.
 MO1049
 MO1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1049
 MO1049.The geoid height was determined by GEOID03.
 MO1049
 MO1049;                    North         East     Units Scale Factor Converg.
 MO1049;SPC WY E     -    95,681.001   274,852.105   MT  1.00000643   +0 35 28.1
 MO1049;UTM  13      - 4,578,773.003   560,885.889   MT  0.99964562   +0 28 51.6
 MO1049
 MO1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1049!SPC WY E     -   0.99973824  x   1.00000643  =   0.99974467
 MO1049!UTM  13      -   0.99973824  x   0.99964562  =   0.99938395
 MO1049
 MO1049:                Primary Azimuth Mark                     Grid Az
 MO1049:SPC WY E     -  BLACK HILLS VIDEO CO MICROWAVE           040 26 58.4
 MO1049:UTM  13      -  BLACK HILLS VIDEO CO MICROWAVE           040 33 34.9
 MO1049
 MO1049|---------------------------------------------------------------------|
 MO1049| PID    Reference Object                     Distance      Geod. Az  |
 MO1049|                                                           dddmmss.s |
 MO1049| MO0999 BLACK HILLS VIDEO CO MICROWAVE      APPROX.28.9 KM 0410226.5 |
 MO1049| MO1023 ALBIN DUHAMEL ENTER STA KPG 47      APPROX.14.0 KM 0580713.4 |
 MO1049| CQ4759 RED AZ MK                                          1815944.9 |
 MO1049| MO1039 BURNS MUNICIPAL TANK                APPROX.19.7 KM 2011226.1 |
 MO1049| CQ4760 RED RM 1                             19.882 METERS 22758     |
 MO1049| CQ4761 RED RM 2                             21.052 METERS 31631     |
 MO1049|---------------------------------------------------------------------|
 MO1049
 MO1049                          SUPERSEDED SURVEY CONTROL
 MO1049
 MO1049  NAD 83(1986)-  41 21 29.36356(N)    104 16 19.52736(W) AD(       ) 2
 MO1049  NAD 27      -  41 21 29.43410(N)    104 16 17.68300(W) AD(       ) 2
 MO1049
 MO1049.Superseded values are not recommended for survey control.
 MO1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1049.See file dsdata.txt to determine how the superseded data were derived.
 MO1049
 MO1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6088678773(NAD 83)
 MO1049_MARKER: DS = TRIANGULATION STATION DISK
 MO1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1049
 MO1049  HISTORY     - Date     Condition        Report By
 MO1049  HISTORY     - 1960     MONUMENTED       CGS
 MO1049  HISTORY     - 1963     GOOD             CGS
 MO1049
 MO1049                          STATION DESCRIPTION
 MO1049
 MO1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1049'THE STATION IS LOCATED 13 MILES NORTHEAST OF BURNS, 9 MILES
 MO1049'SOUTHWEST OF ALBIN IN THE NORTHWEST CORNER OF SECTION 13, R62W,
 MO1049'T16N NEAR THE WEST EDGE OF A CULTIVATED FIELD.
 MO1049'
 MO1049'TO REACH THE STATION FROM THE RAILROAD CROSSING IN EGBERT
 MO1049'(JUST EAST OF THE RAILROAD DEPOT) GO NORTH ON A GRAVELED
 MO1049'ROAD FOR 8 MILES TO A FORK IN THE ROAD.  TAKE THE LEFT FORK AND
 MO1049'GO 5 MILES TO A CROSSROAD.  TURN LEFT, WEST, AND GO 1 MILE
 MO1049'TO ANOTHER CROSSROAD.  TURN LEFT, SOUTH, AND GO 0.2 MILE TO
 MO1049'THE STATION ON THE LEFT AS DESCRIBED.
 MO1049'
 MO1049'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A TRACK
 MO1049'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 MO1049'
 MO1049'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12
 MO1049'INCH SQUARE CONCRETE MONUMENT WHICH IS 14 INCHES UNDERGROUND.
 MO1049'IT IS 46 FEET EAST OF A POWER LINE POLE, 46 FEET EAST OF A
 MO1049'METAL WITNESS POST AND 29 FEET EAST OF THE CENTER OF A TRACK
 MO1049'ROAD.  THE MARK IS STAMPED RED 1960.
 MO1049'
 MO1049'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 MO1049'A 12 INCH SQUARE CONCRETE MONUMENT.  IT IS 44 FEET SOUTH OF A
 MO1049'POWER LINE POLE AND 19 FEET WEST OF THE CENTER OF A TRACK
 MO1049'ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED RED NO 1 1960.
 MO1049'
 MO1049'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 MO1049'12 INCH SQUARE CONCRETE MONUMENT.  IT IS 50 FEET NORTH OF
 MO1049'A POWER LINE POLE AND 19 FEET WEST OF THE CENTER OF A TRACK
 MO1049'ROAD.  THE MARK PROJECTS 3 INCHES AND IS STAMPED RED NO 2 1960.
 MO1049'
 MO1049'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12
 MO1049'INCH SQUARE CONCRETE MONUMENT.  IT IS 6 FEET WEST OF A POWER
 MO1049'LINE POLE, 2 FEET NORTHWEST OF A METAL WITNESS POST AND 1 FOOT
 MO1049'NORTH OF AN EAST-WEST FENCE.  THE MARK PROJECTS 3 INCHES AND
 MO1049'IS STAMPED RED 1960.
 MO1049'
 MO1049'HEIGHT OF LIGHT ABOVE STATION MARK 3.66 METERS.
 MO1049
 MO1049                          STATION RECOVERY (1963)
 MO1049
 MO1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1049'ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD
 MO1049'CONDITION, THE DISTANCE AND DIRECTIONS WERE VERIFIED AND THE
 MO1049'DESCRIPTION IS ENTIRELY ADEQUATE.
 MO1049'
 MO1049'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0440 ***********************************************************************
 OW0440  DESIGNATION -  RED
 OW0440  PID         -  OW0440
 OW0440  STATE/COUNTY-  WY/HOT SPRINGS
 OW0440  USGS QUAD   -  NOSTRUM MOUNTAIN (1965)
 OW0440
 OW0440                         *CURRENT SURVEY CONTROL
 OW0440  ___________________________________________________________________
 OW0440* NAD 83(1993)-  43 37 18.08005(N)    108 20 30.42812(W)     ADJUSTED  
 OW0440* NAVD 88     -      1813.1    (meters)    5948.     (feet)  VERTCON   
 OW0440  ___________________________________________________________________
 OW0440  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 OW0440  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 OW0440
 OW0440  HORZ ORDER  -  THIRD
 OW0440
 OW0440.The horizontal coordinates were established by classical geodetic methods
 OW0440.and adjusted by the National Geodetic Survey in January 1997..
 OW0440
 OW0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0440
 OW0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0440
 OW0440.The geoid height was determined by GEOID03.
 OW0440
 OW0440;                    North         East     Units Scale Factor Converg.
 OW0440;SPC WYWC     -   346,799.321   632,946.599   MT  0.99995085   +0 16 53.9
 OW0440;UTM  12      - 4,833,289.685   714,473.289   MT  1.00016583   +1 50 04.5
 OW0440
 OW0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0440!SPC WYWC     -   0.99971777  x   0.99995085  =   0.99966863
 OW0440!UTM  12      -   0.99971777  x   1.00016583  =   0.99988355
 OW0440
 OW0440:                Primary Azimuth Mark                     Grid Az
 OW0440:SPC WYWC     -  RED                                      153 35 41.5
 OW0440:UTM  12      -  RED                                      152 02 30.9
 OW0440
 OW0440|---------------------------------------------------------------------|
 OW0440| PID    Reference Object                     Distance      Geod. Az  |
 OW0440|                                                           dddmmss.s |
 OW0440| OW0246 RED                                 APPROX.10.3 KM 1535235.4 |
 OW0440|---------------------------------------------------------------------|
 OW0440
 OW0440                          SUPERSEDED SURVEY CONTROL
 OW0440
 OW0440  NAD 83(1986)-  43 37 18.06762(N)    108 20 30.43556(W) AD(       ) 3
 OW0440  NGVD 29 (11/06/89) 1812.2    (m)         5946.     (f) VERT ANG       
 OW0440
 OW0440.Superseded values are not recommended for survey control.
 OW0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0440.See file dsdata.txt to determine how the superseded data were derived.
 OW0440
 OW0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP1447333290(NAD 83)
 OW0440_MARKER: DB = BENCH MARK DISK
 OW0440_SETTING: 66 = SET IN ROCK OUTCROP
 OW0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0440
 OW0440  HISTORY     - Date     Condition        Report By
 OW0440  HISTORY     - 1904     MONUMENTED       USGS
 OW0440
 OW0440                          STATION DESCRIPTION
 OW0440
 OW0440'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 OW0440'IN THE WIND RIVER OR SHOSHONE RIVER INDIAN RESERVATION, ON PRAIRIE
 OW0440'HILL WHICH SLOPES GRADUALLY TO THE NW. AND HAS BLUFFS ON S. AND E.
 OW0440'SIDES.  HILL IS ON DIVIDE BETWEEN MUD CREEK AND RED CANYON AND IS
 OW0440'ABOUT 9 MI. FROM THERMOPOLIS BY WAGON RD.  THE THERMOPOLIS AND LANDER
 OW0440'ROAD PASSES ABOUT 1/2 MI. S. OF STATION, AND SIGNAL IS VISIBLE FROM
 OW0440'THIS RD.
 OW0440'
 OW0440'RECOVERED BY USGS IN 1965.
 OW0440'
 OW0440'STATION IS ABOUT 2.5 MI. N. OF NOSTRUMS RANCH IN RED CANYON.
 OW0440'
 OW0440'STATION MARK--ALUMINUM BENCH-MARK TABLET WEDGED IN CRACK IN SOLID
 OW0440'ROCK, STAMPED---RED-ET 1965--- AND WAS RE-CEMENTED SOLIDLY IN
 OW0440'ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0538 ***********************************************************************
 NT0538  DESIGNATION -  RED 2
 NT0538  PID         -  NT0538
 NT0538  STATE/COUNTY-  WY/LINCOLN
 NT0538  USGS QUAD   -  BOUNDARY RIDGE (1970)
 NT0538
 NT0538                         *CURRENT SURVEY CONTROL
 NT0538  ___________________________________________________________________
 NT0538* NAD 83(1993)-  42 00 25.55318(N)    111 02 08.39743(W)     ADJUSTED  
 NT0538* NAVD 88     -      2353.4    (meters)    7721.     (feet)  VERTCON   
 NT0538  ___________________________________________________________________
 NT0538  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 NT0538  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 NT0538
 NT0538  HORZ ORDER  -  THIRD
 NT0538
 NT0538.The horizontal coordinates were established by classical geodetic methods
 NT0538.and adjusted by the National Geodetic Survey in January 1997..
 NT0538
 NT0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0538
 NT0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0538
 NT0538.The geoid height was determined by GEOID03.
 NT0538
 NT0538;                    North         East     Units Scale Factor Converg.
 NT0538;SPC WY W     -   267,804.850   721,111.831   MT  1.00001405   -0 38 14.5
 NT0538;UTM  12      - 4,650,564.935   497,046.559   MT  0.99960011   -0 01 25.9
 NT0538
 NT0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0538!SPC WY W     -   0.99963319  x   1.00001405  =   0.99964723
 NT0538!UTM  12      -   0.99963319  x   0.99960011  =   0.99923345
 NT0538
 NT0538:                Primary Azimuth Mark                     Grid Az
 NT0538:SPC WY W     -  E 69                                     149 58 02.8
 NT0538:UTM  12      -  E 69                                     149 21 14.2
 NT0538
 NT0538|---------------------------------------------------------------------|
 NT0538| PID    Reference Object                     Distance      Geod. Az  |
 NT0538|                                                           dddmmss.s |
 NT0538| MR0240 E 69                                APPROX.11.4 KM 1491948.3 |
 NT0538|---------------------------------------------------------------------|
 NT0538
 NT0538                          SUPERSEDED SURVEY CONTROL
 NT0538
 NT0538  NAD 83(1993)-  42 00 25.54382(N)    111 02 08.39489(W) AD(       ) 3
 NT0538  NAD 83(1986)-  42 00 25.54339(N)    111 02 08.39266(W) AD(       ) 3
 NT0538  NAD 27      -  42 00 25.75437(N)    111 02 05.72290(W) AD(       ) 3
 NT0538  NGVD 29 (08/09/96) 2352.0    (m)         7717.     (f) VERT ANG       
 NT0538
 NT0538.Superseded values are not recommended for survey control.
 NT0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0538.See file dsdata.txt to determine how the superseded data were derived.
 NT0538
 NT0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM9704750565(NAD 83)
 NT0538_MARKER: DD = SURVEY DISK
 NT0538_SETTING: 0 = UNSPECIFIED SETTING
 NT0538_SP_SET: WELDED IN TOP OF IRON PIPE
 NT0538_STAMPING: RED NO 2 1952
 NT0538_MARK LOGO: USGS  
 NT0538_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0538
 NT0538  HISTORY     - Date     Condition        Report By
 NT0538  HISTORY     - 1952     MONUMENTED       USGS
 NT0538  HISTORY     - 1952     SEE DESCRIPTION  USGS
 NT0538  HISTORY     - 19910827 GOOD             SCHERB
 NT0538
 NT0538                          STATION DESCRIPTION
 NT0538
 NT0538'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 NT0538'LOCATED ABOUT 7 MI. S. AND 3 MI. W. OF COKEVILLE, ON HIGHEST POINT OF
 NT0538'LARGE RED-COLORED HILL.
 NT0538'TO REACH FROM COKEVILLE POST OFFICE, GO W. 0.5 MI. TO T-JUNCTION OF
 NT0538'N-S. RD. AND RD. E., TURN LEFT (S.) FOR 6.5 MI. TO RD. ON RIGHT, TURN
 NT0538'RIGHT (W.) FOR 2.3 MI. TO END OF RD. IN SADDLE, CONTINUE W. ALONG
 NT0538'RIDGE 1.1 MI. TO TOP AND STATION.
 NT0538'STATION MARK--(ORIGINAL STATION MARK AND CAIRN FOR --RED 1909--
 NT0538'RECOVERED) ORIGINAL TABLET WAS CEMENTED IN SMALL LOOSE BOULDER.
 NT0538'REPLACED WITH STANDARD TABLET STAMPED---RED NO 2 1952---, WELDED IN
 NT0538'TOP OF 3-INCH IRON PIPE ABOUT 2 FT. LONG FLUSH WITH SURFACE OF GROUND
 NT0538'IN SAME POSITION AS ORIGINAL.
 NT0538'REFERENCE MARK NO. 1--A 5/8 INCH IRON ROD DRIVEN IN GROUND,
 NT0538'STAMPED---52---, IN TOP, 26.9 FT. DISTANT 354 DEGREES NW 14 MINUTES.
 NT0538'(NOT FOUND, 1969 AND 1970)
 NT0538'REFERENCE MARK NO. 2--A 5/8 INCH IRON ROD DRIVEN IN GROUND,
 NT0538'STAMPED---52---, IN TOP, 21.7 FT. DISTANT 108 DEGREES SE 51 MINUTES.
 NT0538'(NOT FOUND, 1969 AND 1970)
 NT0538
 NT0538                          STATION RECOVERY (1952)
 NT0538
 NT0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 NT0538'STATION AT OR NEAR THE POSITION OF ---RED-1909---.
 NT0538'RECOVERED AND DESCRIBED AS FOLLOWS - LOCATED ABOUT
 NT0538'7 MI. S. AND 3 MI. W. OF COKEVILLE ON HIGHEST POINT OF LARGE RED
 NT0538'COLORED HILL.
 NT0538'
 NT0538'TO REACH FROM COKEVILLE POST OFFICE, GO W. 0.5 MI. TO T-JUNCTION OF
 NT0538'N-S. RD. AND RD. E. TURN LEFT, S. GO 6.5 MI. TO RD. ON RIGHT.
 NT0538'TURN RIGHT W. GO 2.3 MI. TO END OF RD. IN SADDLE.  CONTINUE W. ALONG
 NT0538'RIDGE 1.1 MI. TO TOP AND STATION.
 NT0538'
 NT0538'STATION MARK - ORIGINAL STATION MARK AND CAIRN FOR ---RED-1909---
 NT0538'RECOVERED ORIGINAL TABLET WAS CEMENTED IN SMALL LOOSE BOULDER.
 NT0538'REPLACED WITH STANDARD TABLET WELDED IN TOP OF 3-IN. IRON PIPE ABOUT
 NT0538'2 FT. LONG FLUSH WITH SURFACE OF GROUND IN ABOUT SAME POSITION AS
 NT0538'ORIGINAL, STAMPED ---RED NO.2 1952---.
 NT0538'
 NT0538'NOTE - CARE WAS USED IN MEASURING FROM THE REFERENCE MARKS TO SET THE
 NT0538'NEW TABLET AND IT IS BELIEVED THE POSITION IS WITHIN 0.1 FT. OF THE
 NT0538'ORIGINAL TABLET.
 NT0538'
 NT0538'REFERENCE MARK NO.1 - A 5/8 IN. IRON ROD DRIVEN IN GROUND, STAMPED
 NT0538'---52---, IN TOP 26.9 FT. DISTANT, N 05 DEG 46 MIN W.
 NT0538'
 NT0538'REFERENCE MARK NO.2 - A 5/8 IN. IRON ROD DRIVEN IN GROUND, STAMPED
 NT0538'---52---, IN TOP 21.7 FT. DISTANT, S 71 DEG 09 MIN E.
 NT0538
 NT0538                          STATION RECOVERY (1991)
 NT0538
 NT0538'RECOVERY NOTE BY SURVEYOR SCHERBEL LIMITED 1991 (PNS)
 NT0538'IN EXCELLENT CONDITION.  SLIGHTLY BELOW THE GROUND SURFACE SURROUNDED
 NT0538'BY A LARGE MOUND OF STONES.  TO REACH MARK, GO TO INITIAL POINT OF
 NT0538'42ND PARALLEL.  THEN NORTH IN 4WD NORTH ALONG THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0538 ***********************************************************************
 NR0538  DESIGNATION -  RED BUTTE
 NR0538  PID         -  NR0538
 NR0538  STATE/COUNTY-  WY/NATRONA
 NR0538  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0538
 NR0538                         *CURRENT SURVEY CONTROL
 NR0538  ___________________________________________________________________
 NR0538* NAD 83(1993)-  42 44 16.75172(N)    106 33 13.37705(W)     ADJUSTED  
 NR0538* NAVD 88     -      1943.1    (meters)    6375.     (feet)  VERTCON   
 NR0538  ___________________________________________________________________
 NR0538  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 NR0538  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 NR0538
 NR0538  HORZ ORDER  -  THIRD
 NR0538
 NR0538.The horizontal coordinates were established by classical geodetic methods
 NR0538.and adjusted by the National Geodetic Survey in January 1997..
 NR0538
 NR0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0538
 NR0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0538
 NR0538.The geoid height was determined by GEOID03.
 NR0538
 NR0538;                    North         East     Units Scale Factor Converg.
 NR0538;SPC WYEC     -   348,843.230   463,836.381   MT  0.99998762   +0 31 44.8
 NR0538;UTM  13      - 4,732,889.718   372,821.152   MT  0.99979899   -1 03 16.4
 NR0538
 NR0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0538!SPC WYEC     -   0.99969738  x   0.99998762  =   0.99968500
 NR0538!UTM  13      -   0.99969738  x   0.99979899  =   0.99949643
 NR0538
 NR0538:                Primary Azimuth Mark                     Grid Az
 NR0538:SPC WYEC     -  B 32                                     202 00 54.5
 NR0538:UTM  13      -  B 32                                     203 35 55.7
 NR0538
 NR0538|---------------------------------------------------------------------|
 NR0538| PID    Reference Object                     Distance      Geod. Az  |
 NR0538|                                                           dddmmss.s |
 NR0538| NR0148 B 32                                APPROX. 7.3 KM 2023239.3 |
 NR0538|---------------------------------------------------------------------|
 NR0538
 NR0538                          SUPERSEDED SURVEY CONTROL
 NR0538
 NR0538  NAD 83(1986)-  42 44 16.73771(N)    106 33 13.35664(W) AD(       ) 3
 NR0538  NGVD 29 (09/08/93) 1942.2    (m)         6372.     (f) VERT ANG       
 NR0538
 NR0538.Superseded values are not recommended for survey control.
 NR0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0538.See file dsdata.txt to determine how the superseded data were derived.
 NR0538
 NR0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH7282132890(NAD 83)
 NR0538_MARKER: DS = TRIANGULATION STATION DISK
 NR0538_SETTING: 0 = UNSPECIFIED SETTING
 NR0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0538
 NR0538  HISTORY     - Date     Condition        Report By
 NR0538  HISTORY     - 1948     MONUMENTED       USGS
 NR0538
 NR0538                          STATION DESCRIPTION
 NR0538
 NR0538'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0538'LOCATED 14 MI. SW. OF CASPER AND 3 MI. SW. OF GOOSE EGG.  ON THE TOP
 NR0538'OF A PROMINENT HILL, ON THE W. SIDE OF THE N. PLATTE RIVER, HILL IS
 NR0538'LOCALLY KNOWN AS RED BUTTE.
 NR0538'
 NR0538'TO REACH FROM CASPER POST OFFICE, GO SW. ON STATE HIGHWAY 220 FOR 11.0
 NR0538'MI. TO THE GOOSE EGG INN, TURN RIGHT AND GO W. ON GRADED RD. FOR 2.05
 NR0538'MI. TO T-RD., TURN RIGHT AND GO N. AND W. FOR 0.55 MI. TO BRIDGE OVER
 NR0538'N. PLATTE RIVER, CONTINUE N. AND W. 0.8 MI. TO RD. FORK, TAKE LEFT
 NR0538'FORK AND GO SSW. FOR 2.4 MI. TO A CROSSROADS, TURN LEFT AND GO S. 0.7
 NR0538'MI. TO WIRE GATE, CONTINUE 0.1 MI. TO RD. FORK, TAKE RIGHT FORK AND
 NR0538'GO SW. 0.4 MI. TO VERY FAINT TRACKS, TAKING OFF TO THE LEFT, FOLLOW
 NR0538'THESE FAINT TRACKS SE. AND E. FOR 2.3 MI. UP THE MOUNTAIN TO HIGHEST
 NR0538'POINT AND STATION.
 NR0538'
 NR0538'STATION MARK--STANDARD TABLET STAMPED---RED BUTTE 1947 5469--- (BY
 NR0538'D.A.L.) AND SET IN SOLID ROCK, 15 FT. S. OF N. RIM, 25 FT. SW. OF, AND
 NR0538'2.6 FT. LOWER THAN HIGHEST POINT.
 NR0538'
 NR0538'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN SOLID ROCK,
 NR0538'STAMPED---RED BUTTE NO. 1 1947---, AND 32.37 FT. SE. OF STATION MARK
 NR0538'IN TRUE AZIMUTH 304 DEGREES 10 MINUTES 17.2 SECONDS.
 NR0538'
 NR0538'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN SOLID ROCK,
 NR0538'STAMPED---RED BUTTE NO. 2 1947---, AND 37.53 FT. SW. OF STATION MARK
 NR0538'N 38 DEGREES 01 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0569 ***********************************************************************
 MO0569  DESIGNATION -  RED BUTTES
 MO0569  PID         -  MO0569
 MO0569  STATE/COUNTY-  WY/ALBANY
 MO0569  USGS QUAD   -  RED BUTTES (1978)
 MO0569
 MO0569                         *CURRENT SURVEY CONTROL
 MO0569  ___________________________________________________________________
 MO0569* NAD 83(1993)-  41 10 56.52882(N)    105 35 39.32886(W)     ADJUSTED  
 MO0569* NAVD 88     -      2233.832  (meters)    7328.83   (feet)  ADJUSTED  
 MO0569  ___________________________________________________________________
 MO0569  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 MO0569  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 MO0569  DYNAMIC HT  -        2231.821 (meters)    7322.23  (feet)  COMP
 MO0569  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 MO0569
 MO0569  HORZ ORDER  -  SECOND
 MO0569  VERT ORDER  -  FIRST     CLASS II
 MO0569
 MO0569.The horizontal coordinates were established by classical geodetic methods
 MO0569.and adjusted by the National Geodetic Survey in January 1997..
 MO0569
 MO0569.The orthometric height was determined by differential leveling
 MO0569.and adjusted by the National Geodetic Survey in June 1991..
 MO0569
 MO0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0569
 MO0569.The geoid height was determined by GEOID03.
 MO0569
 MO0569.The dynamic height is computed by dividing the NAVD 88
 MO0569.geopotential number by the normal gravity value computed on the
 MO0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0569.degrees latitude (g = 980.6199 gals.).
 MO0569
 MO0569.The modeled gravity was interpolated from observed gravity values.
 MO0569
 MO0569;                    North         East     Units Scale Factor Converg.
 MO0569;SPC WY E     -    75,861.071   164,126.062   MT  0.99995333   -0 16 53.6
 MO0569;UTM  13      - 4,559,172.277   450,159.879   MT  0.99963057   -0 23 28.7
 MO0569
 MO0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0569!SPC WY E     -   0.99965154  x   0.99995333  =   0.99960489
 MO0569!UTM  13      -   0.99965154  x   0.99963057  =   0.99928224
 MO0569
 MO0569|---------------------------------------------------------------------|
 MO0569| PID    Reference Object                     Distance      Geod. Az  |
 MO0569|                                                           dddmmss.s |
 MO0569| MO0570 RED BUTTES RM 1                      11.269 METERS 06942     |
 MO0569| MO0568 RED BUTTES RM 2                      10.165 METERS 17741     |
 MO0569| MO0571 RED BUTTES AZ MK                                   3411047.2 |
 MO0569|---------------------------------------------------------------------|
 MO0569
 MO0569                          SUPERSEDED SURVEY CONTROL
 MO0569
 MO0569  NAD 83(1986)-  41 10 56.51179(N)    105 35 39.32675(W) AD(       ) 2
 MO0569  NAD 27      -  41 10 56.57700(N)    105 35 37.35600(W) AD(       ) 2
 MO0569  NGVD 29 (??/??/92) 2232.72   (m)         7325.2    (f) COMPUTED    1 2
 MO0569
 MO0569.Superseded values are not recommended for survey control.
 MO0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0569.See file dsdata.txt to determine how the superseded data were derived.
 MO0569
 MO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5016059172(NAD 83)
 MO0569_MARKER: DS = TRIANGULATION STATION DISK
 MO0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0569_STAMPING: RED BUTTES 1948
 MO0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0569+STABILITY: SURFACE MOTION
 MO0569
 MO0569  HISTORY     - Date     Condition        Report By
 MO0569  HISTORY     - 1948     MONUMENTED       CGS
 MO0569  HISTORY     - 1956     GOOD             CGS
 MO0569  HISTORY     - 1956     GOOD             NGS
 MO0569  HISTORY     - 1962     GOOD             USGS
 MO0569  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0569
 MO0569                          STATION DESCRIPTION
 MO0569
 MO0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO0569'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE SOUTH OF LARAMIE ON
 MO0569'THE NORTH SLOPE OF A SMALL KNOLL THAT IS ON THE OPPOSITE SIDE
 MO0569'OF THE HIGHWAY FROM THE RED BUTTES RAILROAD STATION.  THE
 MO0569'STATION MARK PROJECTS 4 INCHES, IS 55 FEET EAST OF THE U.S.
 MO0569'HIGHWAY 287, 10 FEET EAST OF A FENCE CORNER AND 3 FEET SOUTHEAST
 MO0569'OF A WHITE WITNESS POST.  IT IS STAMPED, RED BUTTES 1948.
 MO0569'
 MO0569'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS SET AT THE SAME
 MO0569'ELEVATION AS THE STATION MARK, 3 FEET SOUTH OF A FENCE.  IT IS
 MO0569'STAMPED, RED BUTTES NO 1 1948.
 MO0569'
 MO0569'REFERENCE MARK NO. 2 IS SET FLUSH, 1 FOOT HIGHER THAN THE
 MO0569'STATION MARK AND 5 FEET EAST OF A FENCE.  IT IS STAMPED, RED
 MO0569'BUTTES NO 2 1948.
 MO0569'
 MO0569'THE AZIMUTH MARK PROJECTS 4 INCHES, IS SET 48 FEET EAST OF
 MO0569'U.S. HIGHWAY 287, 3 FEET EAST OF A FENCE AND A WHITE WITNESS
 MO0569'POST AND 12 FEET WEST OF A LARGE SIGN, BUCKHORN BAR.  IT IS
 MO0569'STAMPED, RED BUTTES 1948.
 MO0569'
 MO0569'TO REACH THE STATION FROM LARAMIE, GO SOUTHERLY ON U.S. HIGHWAY
 MO0569'287, 8.9 MILES TO THE AZIMUTH MARK ON LEFT.  CONTINUE 0.25
 MO0569'MILE TO THE STATION ON LEFT, A DRIVE STATION.
 MO0569
 MO0569                          STATION RECOVERY (1956)
 MO0569
 MO0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 MO0569'AT RED BUTTES, 0.15 MILE NORTH OF THE UNION PACIFIC RAILROAD
 MO0569'STATION SIGN, AT THE TOP OF A HILL, 66 FEET NORTHEAST OF THE
 MO0569'CENTER LINE OF U.S. HIGHWAY 287, 57 FEET NORTHWEST OF A POWER
 MO0569'POLE, 15.7 FEET EAST OF A FENCE CORNER, 16 FEET NORTHEAST OF A
 MO0569'FENCE, 4.3 FEET SOUTHEAST OF A FENCE LEADING NORTHEAST, 3.8 FEET
 MO0569'EAST OF A WITNESS POST, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 MO0569'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 MO0569'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED RED
 MO0569'BUTTES 1948, IN SECTION 16, TOWNSHIP 14 NORTH, RANGE 73 WEST.
 MO0569'
 MO0569'RED BUTTES R.M. 1 IS 37.0 FEET NORTHEAST OF TRIANGULATION
 MO0569'STATION RED BUTTES 1948, 3 FEET SOUTHEAST OF A FENCE LEADING
 MO0569'NORTHEAST, 75.5 FEET NORTH OF A POWER POLE, A REFERENCE MARK DISK
 MO0569'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 MO0569'THE GROUND, STAMPED RED BUTTES NO 1 1948.
 MO0569'
 MO0569'RED BUTTES R.M. 2 IS 33.3 FEET SOUTHEAST OF TRIANGULATION
 MO0569'STATION RED BUTTES 1948, 56 FEET NORTHEAST OF THE CENTER LINE
 MO0569'OF U.S. HIGHWAY 287, 23.5 FEET NORTHWEST OF A POWER POLE,
 MO0569'5.7 FEET NORTHEAST OF A FENCE, A REFERENCE MARK DISK SET IN
 MO0569'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 MO0569'STAMPED RED BUTTES NO 2 1948,
 MO0569'
 MO0569'RED BUTTES 1948 AZIMUTH IS 0.25 MILE NORTHWEST OF TRIANGULATION
 MO0569'STATION RED BUTTES 1948, 90 YARDS NORTHEAST OF THE NORTHEAST
 MO0569'RAIL, 50 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 287,
 MO0569'4 FEET NORTHEAST OF A FENCE, 4 FEET NORTHEAST OF A WITNESS POST,
 MO0569'AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 MO0569'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED RED BUTTES 1948,
 MO0569'IN SECTION 16, TOWNSHIP 14 NORTH, RANGE 73 WEST.
 MO0569
 MO0569                          STATION RECOVERY (1956)
 MO0569
 MO0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 MO0569'AT RED BUTTES.
 MO0569'AT RED BUTTES, 0.15 MILE NORTH OF THE UNION PACIFIC RAILROAD
 MO0569'STATION SIGN, AT THE TOP OF A HILL, 66 FEET NORTHEAST OF THE
 MO0569'CENTER LINE OF U.S. HIGHWAY 287, 57 FEET NORTHWEST OF A POWER
 MO0569'POLE, 15.7 FEET EAST OF A FENCE CORNER, 16 FEET NORTHEAST OF A
 MO0569'FENCE, 4.3 FEET SOUTHEAST OF A FENCE LEADING NORTHEAST, 3.8 FEET
 MO0569'EAST OF A WITNESS POST, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 MO0569'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MO0569'THE GROUND, IN SECTION 16, TOWNSHIP 14 NORTH, RANGE 73 WEST.
 MO0569'NOTE-- U.S. HIGHWAY 27 MENTIONED ABOVE IS NOW 0.1 MILE WEST OF
 MO0569'THE NEW U.S. HIGHWAY 287.
 MO0569
 MO0569                          STATION RECOVERY (1962)
 MO0569
 MO0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MO0569'RECOVERED IN GOOD CONDITION.
 MO0569
 MO0569                          STATION RECOVERY (1983)
 MO0569
 MO0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0571 ***********************************************************************
 MO0571  DESIGNATION -  RED BUTTES AZ MK
 MO0571  PID         -  MO0571
 MO0571  STATE/COUNTY-  WY/ALBANY
 MO0571  USGS QUAD   -  RED BUTTES (1978)
 MO0571
 MO0571                         *CURRENT SURVEY CONTROL
 MO0571  ___________________________________________________________________
 MO0571* NAD 83(1986)-  41 11 07.     (N)    105 35 40.     (W)     SCALED    
 MO0571* NAVD 88     -      2229.119  (meters)    7313.37   (feet)  ADJUSTED  
 MO0571  ___________________________________________________________________
 MO0571  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 MO0571  DYNAMIC HT  -        2227.111 (meters)    7306.78  (feet)  COMP
 MO0571  MODELED GRAV-     979,642.1   (mgal)                       NAVD 88
 MO0571
 MO0571  VERT ORDER  -  FIRST     CLASS II
 MO0571
 MO0571.The horizontal coordinates were scaled from a topographic map and have
 MO0571.an estimated accuracy of +/- 6 seconds.
 MO0571
 MO0571.The orthometric height was determined by differential leveling
 MO0571.and adjusted by the National Geodetic Survey in June 1991..
 MO0571
 MO0571.The geoid height was determined by GEOID03.
 MO0571
 MO0571.The dynamic height is computed by dividing the NAVD 88
 MO0571.geopotential number by the normal gravity value computed on the
 MO0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0571.degrees latitude (g = 980.6199 gals.).
 MO0571
 MO0571.The modeled gravity was interpolated from observed gravity values.
 MO0571
 MO0571;                    North         East    Units  Estimated Accuracy
 MO0571;SPC WY E     -    76,180.      164,110.      MT  (+/- 180 meters Scaled)
 MO0571
 MO0571                          SUPERSEDED SURVEY CONTROL
 MO0571
 MO0571  NGVD 29 (??/??/92) 2228.00   (m)         7309.7    (f) COMPUTED    1 2
 MO0571
 MO0571.Superseded values are not recommended for survey control.
 MO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0571.See file dsdata.txt to determine how the superseded data were derived.
 MO0571
 MO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF501594(NAD 83)
 MO0571_MARKER: DZ = AZIMUTH MARK DISK
 MO0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0571_STAMPING: RED BUTTES 1948
 MO0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0571+STABILITY: SURFACE MOTION
 MO0571
 MO0571  HISTORY     - Date     Condition        Report By
 MO0571  HISTORY     - 1948     MONUMENTED       CGS
 MO0571  HISTORY     - 1956     GOOD             NGS
 MO0571  HISTORY     - 1962     GOOD             USGS
 MO0571  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0571
 MO0571                          STATION DESCRIPTION
 MO0571
 MO0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0571'0.3 MI N FROM RED BUTTES.
 MO0571'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE UNION PACIFIC
 MO0571'RAILROAD STATION SIGN AT RED BUTTES, 90 YARDS NORTHEAST OF THE
 MO0571'NORTHEAST RAIL OF THE UNION PACIFIC RAILROAD, 50 FEET NORTHEAST
 MO0571'OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTHEAST OF A FENCE,
 MO0571'4 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0571'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, 0.25 MILE
 MO0571'NORTHWEST OF TRIANGULATION STATION RED BUTTES 1948, IN SECTION
 MO0571'16, TOWNSHIP 14 NORTH, RANGE 73 WEST.
 MO0571
 MO0571                          STATION RECOVERY (1962)
 MO0571
 MO0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MO0571'RECOVERED IN GOOD CONDITION.
 MO0571
 MO0571                          STATION RECOVERY (1983)
 MO0571
 MO0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0570 ***********************************************************************
 MO0570  DESIGNATION -  RED BUTTES RM 1
 MO0570  PID         -  MO0570
 MO0570  STATE/COUNTY-  WY/ALBANY
 MO0570  USGS QUAD   -  RED BUTTES (1978)
 MO0570
 MO0570                         *CURRENT SURVEY CONTROL
 MO0570  ___________________________________________________________________
 MO0570* NAD 83(1986)-  41 10 56.     (N)    105 35 39.     (W)     SCALED    
 MO0570* NAVD 88     -      2233.602  (meters)    7328.08   (feet)  ADJUSTED  
 MO0570  ___________________________________________________________________
 MO0570  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 MO0570  DYNAMIC HT  -        2231.591 (meters)    7321.48  (feet)  COMP
 MO0570  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 MO0570
 MO0570  VERT ORDER  -  FIRST     CLASS II
 MO0570
 MO0570.The horizontal coordinates were scaled from a topographic map and have
 MO0570.an estimated accuracy of +/- 6 seconds.
 MO0570
 MO0570.The orthometric height was determined by differential leveling
 MO0570.and adjusted by the National Geodetic Survey in June 1991..
 MO0570
 MO0570.The geoid height was determined by GEOID03.
 MO0570
 MO0570.The dynamic height is computed by dividing the NAVD 88
 MO0570.geopotential number by the normal gravity value computed on the
 MO0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0570.degrees latitude (g = 980.6199 gals.).
 MO0570
 MO0570.The modeled gravity was interpolated from observed gravity values.
 MO0570
 MO0570;                    North         East    Units  Estimated Accuracy
 MO0570;SPC WY E     -    75,850.      164,130.      MT  (+/- 180 meters Scaled)
 MO0570
 MO0570                          SUPERSEDED SURVEY CONTROL
 MO0570
 MO0570  NGVD 29 (??/??/92) 2232.488  (m)         7324.42   (f) ADJ UNCH    1 2
 MO0570
 MO0570.Superseded values are not recommended for survey control.
 MO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0570.See file dsdata.txt to determine how the superseded data were derived.
 MO0570
 MO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF501591(NAD 83)
 MO0570_MARKER: DR = REFERENCE MARK DISK
 MO0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0570_STAMPING: RED BUTTES NO 1 1948
 MO0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0570+STABILITY: SURFACE MOTION
 MO0570
 MO0570  HISTORY     - Date     Condition        Report By
 MO0570  HISTORY     - 1948     MONUMENTED       CGS
 MO0570  HISTORY     - 1956     GOOD             NGS
 MO0570  HISTORY     - 1962     GOOD             USGS
 MO0570  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0570
 MO0570                          STATION DESCRIPTION
 MO0570
 MO0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0570'AT RED BUTTES.
 MO0570'AT RED BUTTES, 0.15 MILE NORTH OF THE UNION PACIFIC RAILROAD
 MO0570'STATION SIGN, AT THE TOP OF A HILL, 37.0 FEET NORTHEAST OF
 MO0570'TRIANGULATION STATION RED BUTTES 1948, 3 FEET SOUTHEAST OF A
 MO0570'FENCE LEADING NORTHEAST, 75.5 FEET NORTH OF A POWER POLE, SET IN
 MO0570'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MO0570'GROUND, IN SECTION 16, TOWNSHIP 14 NORTH, RANGE 73 WEST.
 MO0570
 MO0570                          STATION RECOVERY (1962)
 MO0570
 MO0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MO0570'RECOVERED IN GOOD CONDITION.
 MO0570
 MO0570                          STATION RECOVERY (1983)
 MO0570
 MO0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0568 ***********************************************************************
 MO0568  DESIGNATION -  RED BUTTES RM 2
 MO0568  PID         -  MO0568
 MO0568  STATE/COUNTY-  WY/ALBANY
 MO0568  USGS QUAD   -  RED BUTTES (1978)
 MO0568
 MO0568                         *CURRENT SURVEY CONTROL
 MO0568  ___________________________________________________________________
 MO0568* NAD 83(1986)-  41 10 56.     (N)    105 35 39.     (W)     SCALED    
 MO0568* NAVD 88     -      2234.151  (meters)    7329.88   (feet)  ADJUSTED  
 MO0568  ___________________________________________________________________
 MO0568  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 MO0568  DYNAMIC HT  -        2232.139 (meters)    7323.28  (feet)  COMP
 MO0568  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 MO0568
 MO0568  VERT ORDER  -  FIRST     CLASS II
 MO0568
 MO0568.The horizontal coordinates were scaled from a topographic map and have
 MO0568.an estimated accuracy of +/- 6 seconds.
 MO0568
 MO0568.The orthometric height was determined by differential leveling
 MO0568.and adjusted by the National Geodetic Survey in June 1991..
 MO0568
 MO0568.The geoid height was determined by GEOID03.
 MO0568
 MO0568.The dynamic height is computed by dividing the NAVD 88
 MO0568.geopotential number by the normal gravity value computed on the
 MO0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0568.degrees latitude (g = 980.6199 gals.).
 MO0568
 MO0568.The modeled gravity was interpolated from observed gravity values.
 MO0568
 MO0568;                    North         East    Units  Estimated Accuracy
 MO0568;SPC WY E     -    75,850.      164,130.      MT  (+/- 180 meters Scaled)
 MO0568
 MO0568                          SUPERSEDED SURVEY CONTROL
 MO0568
 MO0568  NGVD 29 (??/??/92) 2233.036  (m)         7326.22   (f) ADJ UNCH    1 2
 MO0568
 MO0568.Superseded values are not recommended for survey control.
 MO0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0568.See file dsdata.txt to determine how the superseded data were derived.
 MO0568
 MO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF501591(NAD 83)
 MO0568_MARKER: DR = REFERENCE MARK DISK
 MO0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0568_STAMPING: RED BUTTES NO 2 1948
 MO0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0568+STABILITY: SURFACE MOTION
 MO0568
 MO0568  HISTORY     - Date     Condition        Report By
 MO0568  HISTORY     - 1948     MONUMENTED       CGS
 MO0568  HISTORY     - 1956     GOOD             NGS
 MO0568  HISTORY     - 1962     GOOD             USGS
 MO0568  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0568
 MO0568                          STATION DESCRIPTION
 MO0568
 MO0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0568'AT RED BUTTES.
 MO0568'AT RED BUTTES, 0.15 MILE NORTH OF THE UNION PACIFIC RAILROAD
 MO0568'STATION SIGN, AT THE TOP OF A HILL, 56 FEET NORTHEAST OF THE
 MO0568'CENTER LINE OF U.S. HIGHWAY 287, 33.3 FEET SOUTHEAST OF
 MO0568'TRIANGULATION STATION RED BUTTES 1948, 23.5 FEET NORTHWEST OF A
 MO0568'POWER POLE, 5.7 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A
 MO0568'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN SECTION 16,
 MO0568'TOWNSHIP 14 NORTH, RANGE 73 WEST.  NOTE-- U.S. HIGHWAY 287
 MO0568'MENTIONED ABOVE IS NOW 0.1 MILE WEST OF THE NEW U.S. HIGHWAY 287.
 MO0568
 MO0568                          STATION RECOVERY (1962)
 MO0568
 MO0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 MO0568'RECOVERED IN GOOD CONDITION.
 MO0568
 MO0568                          STATION RECOVERY (1983)
 MO0568
 MO0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0434 ***********************************************************************
 MQ0434  DESIGNATION -  RED DESERT
 MQ0434  PID         -  MQ0434
 MQ0434  STATE/COUNTY-  WY/SWEETWATER
 MQ0434  USGS QUAD   -  LOST CREEK BUTTE NW (1989)
 MQ0434
 MQ0434                         *CURRENT SURVEY CONTROL
 MQ0434  ___________________________________________________________________
 MQ0434* NAD 83(1993)-  41 53 29.84893(N)    108 10 27.92409(W)     ADJUSTED  
 MQ0434* NAVD 88     -      2079.32   (+/-2cm)    6821.9    (feet)  VERTCON   
 MQ0434  ___________________________________________________________________
 MQ0434  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 MQ0434  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 MQ0434
 MQ0434  HORZ ORDER  -  FIRST
 MQ0434  VERT ORDER  -  THIRD ? (See Below)
 MQ0434
 MQ0434.The horizontal coordinates were established by classical geodetic methods
 MQ0434.and adjusted by the National Geodetic Survey in January 1997..
 MQ0434
 MQ0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0434.The vertical order pertains to the NGVD 29 superseded value.
 MQ0434
 MQ0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0434
 MQ0434.The geoid height was determined by GEOID03.
 MQ0434
 MQ0434;                    North         East     Units Scale Factor Converg.
 MQ0434;SPC WYWC     -   154,701.183   647,764.896   MT  0.99996556   +0 23 03.6
 MQ0434;UTM  12      - 4,641,604.759   734,414.634   MT  1.00027623   +1 53 15.2
 MQ0434
 MQ0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0434!SPC WYWC     -   0.99967625  x   0.99996556  =   0.99964183
 MQ0434!UTM  12      -   0.99967625  x   1.00027623  =   0.99995239
 MQ0434
 MQ0434|---------------------------------------------------------------------|
 MQ0434| PID    Reference Object                     Distance      Geod. Az  |
 MQ0434|                                                           dddmmss.s |
 MQ0434| CP6494 RED DESERT RM 1                      26.485 METERS 04548     |
 MQ0434| CP6495 RED DESERT RM 2                      25.208 METERS 17214     |
 MQ0434| MQ0447 SALT LAKE OMAHA SITE 20 BCN         APPROX.41.5 KM 2311741.9 |
 MQ0434| CP6305 N EDGE HIGH FLAT TOPPED MT                         2714348.4 |
 MQ0434| CP6553 S EDGE LONG FLAT TOPPED MT                         2771038.6 |
 MQ0434|---------------------------------------------------------------------|
 MQ0434
 MQ0434                          SUPERSEDED SURVEY CONTROL
 MQ0434
 MQ0434  NAD 83(1986)-  41 53 29.83625(N)    108 10 27.91933(W) AD(       ) 1
 MQ0434  NAD 27      -  41 53 29.98900(N)    108 10 25.58000(W) AD(       ) 1
 MQ0434  NGVD 29 (07/19/86) 2078.10   (m)         6817.9    (f) LEVELING    3  
 MQ0434
 MQ0434.Superseded values are not recommended for survey control.
 MQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0434.See file dsdata.txt to determine how the superseded data were derived.
 MQ0434
 MQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM3441541605(NAD 83)
 MQ0434_MARKER: DS = TRIANGULATION STATION DISK
 MQ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0434_STAMPING: RED DESERT 1931
 MQ0434_MARK LOGO: CGS   
 MQ0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0434+STABILITY: SURFACE MOTION
 MQ0434
 MQ0434  HISTORY     - Date     Condition        Report By
 MQ0434  HISTORY     - 1931     MONUMENTED       CGS
 MQ0434  HISTORY     - 1933     SEE DESCRIPTION  CGS
 MQ0434  HISTORY     - 1944     SEE DESCRIPTION  LOCENG
 MQ0434  HISTORY     - 19810814 GOOD             NGS
 MQ0434
 MQ0434                          STATION DESCRIPTION
 MQ0434
 MQ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0434'ABOUT 19 MILES (AIR LINE) NORTHWEST OF WAMSUTTER, ON UNION
 MQ0434'PACIFIC RAILROAD, ABOUT 9 MILES SOUTH OF LOST CREEK LAKE, ABOUT
 MQ0434'5 MILES SOUTHEAST BY SOUTH OF RED DESERT WELLS, IN NORTHWEST
 MQ0434'PART OF T. 22 N., R. 95 W., AND ON LONG RIDGE ON THE RED
 MQ0434'DESERT.  TO REACH FROM WAMSUTTER, GO TO ROAD INTERSECTION AT BIG
 MQ0434'ELECTRIC SIGN BROADWAY HOTEL AND CAFE ALONG LINCOLN HIGHWAY,
 MQ0434'THENCE NORTH 0.1 MILE ON RED DESERT WELLS ROAD TO FORK, TAKE
 MQ0434'LEFT FORK, GO 3.6 MILES TO THREE MILE DITCH, CROSS DITCH, TAKE
 MQ0434'MOST TRAVELED RIGHT ROAD, GO 3.0 MILES TO WHERE ROAD COMES IN
 MQ0434'FROM LEFT, KEEP STRAIGHT AHEAD HERE, GO 4-1/4 MILES TO FORK,
 MQ0434'TURN RIGHT, ON MAIN ROAD GO 1.5 MILES TO FORK, TURN RIGHT
 MQ0434'ON MAIN ROAD, GO 2-3/4 MILES TO ANOTHER FORK, TAKE RIGHT
 MQ0434'FORK, GO 5.7 MILES TO HIGH POINT OF RIDGE ALONG ROAD, HERE
 MQ0434'SWING EAST, AND GO 1/4 MILE TO STATION.  IN 1933 REPORTED
 MQ0434'STATION BEST REACHED FROM WAMSUTTER BY GOING NORTH 7.9 MILES ON
 MQ0434'RED DESERT WELLS ROAD TO FORK, CONTINUE STRAIGHT AHEAD 1.7
 MQ0434'MILES TO END OF IMPROVED ROAD, THEN STRAIGHT AHEAD 0.1 MILE
 MQ0434'TO FORK, TAKE LEFT FORK, GO 3.2 MILES TO CROSSROADS,
 MQ0434'CONTINUE STRAIGHT AHEAD 1.3 MILES TO POINT WHERE THERE IS
 MQ0434'GRAY MOUND OF EARTH ABOUT 75 YARDS TO RIGHT, CONTINUE 1.6
 MQ0434'MILES TO FORK, TAKE LEFT FORK, GO 0.5 MILE TO FORK (WHERE
 MQ0434'THERE IS TIN BUILDING 150 YARDS TO LEFT), TAKE RIGHT MAIN
 MQ0434'FORK, GO 5.0 MILES, LEAVE ROAD AND GO TO LEFT IN
 MQ0434'NORTHWESTERLY DIRECTION 0.2 MILE TO STATION.  SURFACE AND
 MQ0434'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 MQ0434'REFERENCE MARKS ARE STANDARD REFERENCE
 MQ0434'DISKS IN CONCRETE.  NO. 1 IS 26.485 METERS (86.89
 MQ0434'FEET) FROM STATION N 45 DEG 47 MIN E.  NO. 2 IS 25.208
 MQ0434'METERS (82.70 FEET) FROM STATION S 07 DEG 46 MIN E.
 MQ0434'FOLLOWING BEARINGS ARE FROM STATION--WAMSUTTER, BEACON,
 MQ0434'S 10 DEG 24 MIN E.  EDGE OF PROMINENT HIGH FLAT-TOPPED MOUNTAIN,
 MQ0434'N 88 DEG 16 MIN W.  EDGE OF LARGE LONG FLAT-TOPPED MOUNTAIN
 MQ0434'N 82 DEG 49 MIN W.
 MQ0434
 MQ0434                          STATION RECOVERY (1944)
 MQ0434
 MQ0434'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (COS)
 MQ0434'RECOVERED BY CARTER OIL.
 MQ0434'
 MQ0434'DESCRIPTION OF STATION AND MARKS IS SATISFACTORY.
 MQ0434'
 MQ0434'TO REACH STATION, TAKE NEW GRADED ROAD N FROM WAMSUTTER.
 MQ0434'STATION IS IN SECTION 8, T. 22 N., R. 95 W.  NEW ROAD
 MQ0434'PASSES APPROXIMATELY 1 MILE E OF STATION.  STATION IS 200
 MQ0434'FEET S OF CORRAL ON TOP OF HILL IN ORIGINAL DESCRIPTION.
 MQ0434
 MQ0434                          STATION RECOVERY (1981)
 MQ0434
 MQ0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 MQ0434'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MQ0434'CONDITION.  AN AZIMUTH MARK WAS ADDED AT THIS TIME AS NO PREVIOUS
 MQ0434'AZIMUTH EXISTS.  A NEW DESCRIPTION AND LOCATION IS GIVEN.  THE STATION
 MQ0434'IS LOCATED 29.4 KM (18.25 MI) NORTHWEST OF WAMSUTTER, 27.4 KM (17.00
 MQ0434'MI) NORTH OF RED DESERT, AND 22.5 KM (14.00 MI) WEST SOUTHWEST OF
 MQ0434'HANSEN LAKE.  IT IS ABOUT 1.2 KM (0.75 MI) SOUTHWEST OF THE
 MQ0434'INTERSECTION OF LUMAN AND RED DESERT ROAD ON RED DESERT ROAD.
 MQ0434'OWNERSHIP- US DEPT OF INTERIOR, BUREAU OF LAND MANAGEMENT, RAWLINS,
 MQ0434'WYOMING.  TELEPHONE 307-324-7171.  TO REACH THE STATION FROM THE
 MQ0434'WESTBOUND EXIT OF INTERSTATE 80 AND THE RED DESERT EXIT, GO 0.1 KM
 MQ0434'(0.05 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTH, OVER A CATTLE
 MQ0434'GUARD AND BEAR EAST AND THEN NORTH FOR 6.0 KM (3.70 MI) TO A CATTLE
 MQ0434'GUARD AND MANY SMALL RANCH BUILDING TO THE LEFT.  CROSS THE CATTLE
 MQ0434'GUARD AND CONTINUE NORTHERLY ON THE MAIN ROAD FOR 1.6 KM (1.00 MI) TO
 MQ0434'A CATTLE GUARD AND A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD,
 MQ0434'NORTHERLY, FOR 2.8 KM (1.75 MI) TO A CATTLE GUARD.  CONTINUE NORTHERLY
 MQ0434'ON MAIN ROAD FOR 8.1 KM (5.05 MI) TO A CATTLE GUARD. CONTINUE
 MQ0434'NORTHERLY FOR 9.2 KM (5.70 MI) TO A CATTLE GUARD.  CONTINUE AHEAD,
 MQ0434'NORTHERLY ON THE MAIN ROAD FOR 1.4 KM (0.85 MI) TO A REVERSE Y FORK.
 MQ0434'CONTINUE NORTHERLY FOR 0.6 KM (0.35 MI) TO THE STATION NEAR AN OLD
 MQ0434'CORRAL AND THE TOP OF A RISE.
 MQ0434' 
 MQ0434'THE STATION IS A STANDARD CGS DISK STAMPED--RED DESERT 1931--, SET
 MQ0434'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) ON SIDE
 MQ0434'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE STATION MARK HAS
 MQ0434'SMALL CRACKS ON THE SURFACE BUT APPEARS SOUND.  IT IS LOCATED 160 FT
 MQ0434'(48.8 M) S FROM THE SOUTHSIDE OF AN ABANDON CORRAL, 177 FT (53.9 M) E
 MQ0434'FROM THE CENTER LINE OF A DIRT ROAD -RED DESERT RD-, 0.7 FT (21.3 CM)
 MQ0434'N FROM A METAL FENCE POST, AND 0.7 FT (21.3 CM) S FROM A METAL FENCE
 MQ0434'POST.
 MQ0434' 
 MQ0434' 
 MQ0434'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--RED DESERT 1931 NO
 MQ0434'1--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM)
 MQ0434'ON SIDE PROJECTING 3 INCHES OR 8 CM ABOVE THE GROUND LOCATED 165 FT
 MQ0434'(50.3 M) E FROM THE CENTER OF A DIRT ROAD -RED DESERT RD-, 75 FT (22.9
 MQ0434'M) SSW FROM THE SOUTHEAST CORNER OF AN OLD CORRAL, AND 1.4 FT (0.4 M)
 MQ0434'W FROM A METAL WITNESS POST AND SIGN.
 MQ0434' 
 MQ0434'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--RED DESERT 1931 NO
 MQ0434'2--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM)
 MQ0434'ON SIDE PROJECTING 4 INCHES (9 CM) ABOVE THE GROUND LOCATED 255 FT
 MQ0434'(77.7 M) E FROM THE CENTER OF RED DESERT ROAD, 1.4 FT (0.4 M) SE FROM
 MQ0434'A METAL WITNESS POST AND SIGN, AND 1 FT (0.3 M) LOWER THAN THE
 MQ0434'STATION.
 MQ0434' 
 MQ0434'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--RED DESERT 1931 NO 1
 MQ0434'1981--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 MQ0434'CM) IN DIAMETER FLUSH WITH GROUND LOCATED 123 FT (37.5 M) S FROM THE
 MQ0434'INTERSECTION OF LUMAN ROAD, AND RED DESERT ROAD, 97 FT (29.6 M) SW
 MQ0434'FROM THE CENTER OF LUMAN ROAD, 83 FT (25.3 M) SE FROM THE CENTER OF
 MQ0434'RED DESERT ROAD, AND 2.2 FT (0.7 M) S FROM A WITNESS POST AND SIGN. TO
 MQ0434'REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST FOR 1.3 KM (0.80
 MQ0434'MI) ON THE RED DESERT ROAD TO THE AZIMUTH MARK ON THE RIGHT IN THE
 MQ0434'SOUTHEASTERN CORNER OF THE INTERSECTION OF LUMAN ROAD AND RED DESERT
 MQ0434'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0038 ***********************************************************************
 OW0038  DESIGNATION -  RED LODGE
 OW0038  PID         -  OW0038
 OW0038  STATE/COUNTY-  WY/HOT SPRINGS
 OW0038  USGS QUAD   -  THOMPSON RESERVOIRS (1965)
 OW0038
 OW0038                         *CURRENT SURVEY CONTROL
 OW0038  ___________________________________________________________________
 OW0038* NAD 83(1986)-  43 42 07.     (N)    108 25 13.     (W)     SCALED    
 OW0038* NAVD 88     -      1490.088  (meters)    4888.73   (feet)  ADJUSTED  
 OW0038  ___________________________________________________________________
 OW0038  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 OW0038  DYNAMIC HT  -        1489.274 (meters)    4886.06  (feet)  COMP
 OW0038  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 OW0038
 OW0038  VERT ORDER  -  SECOND    CLASS 0
 OW0038
 OW0038.The horizontal coordinates were scaled from a topographic map and have
 OW0038.an estimated accuracy of +/- 6 seconds.
 OW0038
 OW0038.The orthometric height was determined by differential leveling
 OW0038.and adjusted by the National Geodetic Survey in June 1991..
 OW0038
 OW0038.The geoid height was determined by GEOID03.
 OW0038
 OW0038.The dynamic height is computed by dividing the NAVD 88
 OW0038.geopotential number by the normal gravity value computed on the
 OW0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0038.degrees latitude (g = 980.6199 gals.).
 OW0038
 OW0038.The modeled gravity was interpolated from observed gravity values.
 OW0038
 OW0038;                    North         East    Units  Estimated Accuracy
 OW0038;SPC WYWC     -   355,690.      626,580.      MT  (+/- 180 meters Scaled)
 OW0038
 OW0038                          SUPERSEDED SURVEY CONTROL
 OW0038
 OW0038  NGVD 29 (??/??/92) 1489.21   (m)         4885.8    (f) COMPUTED    2 0
 OW0038
 OW0038.Superseded values are not recommended for survey control.
 OW0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0038.See file dsdata.txt to determine how the superseded data were derived.
 OW0038
 OW0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP078420(NAD 83)
 OW0038_MARKER: DD = SURVEY DISK
 OW0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0038_SP_SET: STONE POST
 OW0038_STAMPING: RED LODGE ELEV. 4851 FEET
 OW0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0038+STABILITY: SURFACE MOTION
 OW0038
 OW0038  HISTORY     - Date     Condition        Report By
 OW0038  HISTORY     - UNK      MONUMENTED       USGS
 OW0038  HISTORY     - 1934     GOOD             NGS
 OW0038
 OW0038                          STATION DESCRIPTION
 OW0038
 OW0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OW0038'12.3 MI W FROM THERMOPOLIS.
 OW0038'12.3 MILES WEST OF POST OFFICE.  ALONG STATE HIGHWAY NO. 420 BETWEEN
 OW0038'THERMOPOLIS AND GRASS CREEK, DIRECTLY NORTH OF FARMHOUSE OWNED BY S.
 OW0038'W. BENT, BETWEEN TWO 12 INCH COTTONWOOD TREES, 40 FEET SOUTH
 OW0038'CENTERLINE OF HIGHWAY, 45 FEET WEST OF CENTERLINE OF DIRT ROAD LEADING
 OW0038'TO S.W. BENTS FARMHOUSE, 10 FEET NORTH OF MR. BENTS NORTH PROPERTY
 OW0038'LINE FENCE, AND ABOUT LEVEL WITH TOP OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0657 ***********************************************************************
 NT0657  DESIGNATION -  RED TOP
 NT0657  PID         -  NT0657
 NT0657  STATE/COUNTY-  WY/LINCOLN
 NT0657  USGS QUAD   -  RED TOP MOUNTAIN (1980)
 NT0657
 NT0657                         *CURRENT SURVEY CONTROL
 NT0657  ___________________________________________________________________
 NT0657* NAD 83(1993)-  42 39 19.60086(N)    110 50 48.99771(W)     ADJUSTED  
 NT0657* NAVD 88     -      3174.8    (meters)   10416.     (feet)  VERTCON   
 NT0657  ___________________________________________________________________
 NT0657  LAPLACE CORR-           8.90  (seconds)                    DEFLEC99
 NT0657  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 NT0657
 NT0657  HORZ ORDER  -  THIRD
 NT0657
 NT0657.The horizontal coordinates were established by classical geodetic methods
 NT0657.and adjusted by the National Geodetic Survey in January 1997..
 NT0657
 NT0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0657
 NT0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0657
 NT0657.The geoid height was determined by GEOID03.
 NT0657
 NT0657;                    North         East     Units Scale Factor Converg.
 NT0657;SPC WY W     -   339,662.438   737,391.437   MT  0.99998571   -0 31 02.7
 NT0657;UTM  12      - 4,722,565.023   512,544.840   MT  0.99960194   +0 06 13.4
 NT0657
 NT0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0657!SPC WY W     -   0.99950405  x   0.99998571  =   0.99948977
 NT0657!UTM  12      -   0.99950405  x   0.99960194  =   0.99910619
 NT0657
 NT0657:                Primary Azimuth Mark                     Grid Az
 NT0657:SPC WY W     -  ROCK LAKE                                014 43 32.7
 NT0657:UTM  12      -  ROCK LAKE                                014 06 16.6
 NT0657
 NT0657|---------------------------------------------------------------------|
 NT0657| PID    Reference Object                     Distance      Geod. Az  |
 NT0657|                                                           dddmmss.s |
 NT0657| NT0662 ROCK LAKE                           APPROX.14.8 KM 0141230.0 |
 NT0657|---------------------------------------------------------------------|
 NT0657
 NT0657                          SUPERSEDED SURVEY CONTROL
 NT0657
 NT0657  NAD 83(1993)-  42 39 19.60123(N)    110 50 48.99854(W) AD(       ) 3
 NT0657  NAD 83(1986)-  42 39 19.58364(N)    110 50 48.98402(W) AD(       ) 3
 NT0657  NAD 27      -  42 39 19.83919(N)    110 50 46.30991(W) AD(       ) 3
 NT0657  NGVD 29 (07/19/86) 3173.3    (m)        10411.     (f) VERT ANG       
 NT0657
 NT0657.Superseded values are not recommended for survey control.
 NT0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0657.See file dsdata.txt to determine how the superseded data were derived.
 NT0657
 NT0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN1254522565(NAD 83)
 NT0657
 NT0657  HISTORY     - Date     Condition        Report By
 NT0657  HISTORY     - UNK      MONUMENTED       USGS
 NT0657  HISTORY     - 1974     MARK NOT FOUND   USGS
 NT0657
 NT0657                          STATION DESCRIPTION
 NT0657
 NT0657'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NT0657'ON A RED PEAK ABOUT 3 OR 4 MI. W. OF THE DIVIDE BETWEEN GREYS RIVER
 NT0657'AND SALT RIVER, 3.0 MI. N. OF COTTONWOOD CREEK TRIBUTARY TO SALT
 NT0657'RIVER.  A GOOD PACK TRAIL LEADS FROM SMOOT POST OFFICE UP COTTONWOOD
 NT0657'CREEK TO SUMMIT AND DOWN CORAL HOLLOW TO GREYS RIVER FROM SMOOT,
 NT0657'FOLLOW TRAIL TO A POINT ON COTTONWOOD CREEK BELOW THE LAKE, THENCE
 NT0657'UP THE EASIEST LOOKING RIDGE TO NE.
 NT0657'
 NT0657'RECOVERED, WITH FOLLOWING NOTE
 NT0657'
 NT0657'TABLET MISSING, DRILL HOLE IN A BURIED ROCK IN A LARGE ROCK CAIRN.
 NT0657'
 NT0657'STATION MARK--A CAIRN 7 FT. HIGH CENTERED OVER TRIANGULATION TABLET
 NT0657'WITH DRILL HOLE CUT ON STONE AND PLACED IN GROUND LEVEL WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0365 ***********************************************************************
 OW0365  DESIGNATION -  RED TOPS
 OW0365  PID         -  OW0365
 OW0365  STATE/COUNTY-  WY/PARK
 OW0365  USGS QUAD   -  EMERALD LAKE (1991)
 OW0365
 OW0365                         *CURRENT SURVEY CONTROL
 OW0365  ___________________________________________________________________
 OW0365* NAD 83(1993)-  43 57 59.15449(N)    109 36 45.72603(W)     ADJUSTED  
 OW0365* NAVD 88     -      3733.2    (meters)   12248.     (feet)  VERTCON   
 OW0365  ___________________________________________________________________
 OW0365  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 OW0365  GEOID HEIGHT-          -7.30  (meters)                     GEOID03
 OW0365
 OW0365  HORZ ORDER  -  THIRD
 OW0365
 OW0365.The horizontal coordinates were established by classical geodetic methods
 OW0365.and adjusted by the National Geodetic Survey in January 1997..
 OW0365
 OW0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0365
 OW0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0365
 OW0365.The geoid height was determined by GEOID03.
 OW0365
 OW0365;                    North         East     Units Scale Factor Converg.
 OW0365;SPC WYWC     -   385,381.569   530,771.211   MT  0.99999642   -0 35 56.2
 OW0365;UTM  12      - 4,869,079.952   611,288.511   MT  0.99975233   +0 57 47.6
 OW0365
 OW0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0365!SPC WYWC     -   0.99941609  x   0.99999642  =   0.99941251
 OW0365!UTM  12      -   0.99941609  x   0.99975233  =   0.99916857
 OW0365
 OW0365:                Primary Azimuth Mark                     Grid Az
 OW0365:SPC WYWC     -  PEAK                                     111 03 16.9
 OW0365:UTM  12      -  PEAK                                     109 29 33.1
 OW0365
 OW0365|---------------------------------------------------------------------|
 OW0365| PID    Reference Object                     Distance      Geod. Az  |
 OW0365|                                                           dddmmss.s |
 OW0365| OW0364 PEAK                                APPROX. 8.5 KM 1102720.7 |
 OW0365|---------------------------------------------------------------------|
 OW0365
 OW0365                          SUPERSEDED SURVEY CONTROL
 OW0365
 OW0365  NAD 83(1986)-  43 57 59.14351(N)    109 36 45.71490(W) AD(       ) 3
 OW0365  NAD 27      -  43 57 59.30619(N)    109 36 43.12801(W) AD(       ) 3
 OW0365  NGVD 29 (07/19/86) 3731.6    (m)        12243.     (f) VERT ANG       
 OW0365
 OW0365.Superseded values are not recommended for survey control.
 OW0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0365.See file dsdata.txt to determine how the superseded data were derived.
 OW0365
 OW0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP1128969080(NAD 83)
 OW0365_MARKER: DD = SURVEY DISK
 OW0365_SETTING: 66 = SET IN ROCK OUTCROP
 OW0365_SP_SET: SET IN ROCK OUTCROP
 OW0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0365+STABILITY: POSITION/ELEVATION WELL
 OW0365
 OW0365  HISTORY     - Date     Condition        Report By
 OW0365  HISTORY     - 1954     MONUMENTED       USGS
 OW0365
 OW0365                          STATION DESCRIPTION
 OW0365
 OW0365'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0365'STATION IS LOCATED IN PARK COUNTY ON THE HIGHEST POINT OF A BARE,
 OW0365'ROCKY, SHARP RIDGE RUNNING NW.- SE., 2.5 MI. N. OF GREEN LAKE, ABOUT
 OW0365'2 MI. W. OF NEEDLE CREEK, ABOUT 3 MI. NW. OF EMERALD LAKE AND ABOUT
 OW0365'5 MI. E. OF THE SHOSHONE RIVER.
 OW0365'
 OW0365'TO REACH FROM COUGAR PASS GO NE. BY HORSE ALONG THE DIVIDE WHICH IS
 OW0365'ALSO THE COUNTY LINE - PARK-FREMONT - TO END OF HORSE TRAVEL AT A
 OW0365'POINT ABOUT A MILE N. OF GREEN LAKE.  TOP AND STATION IS ANOTHER ROUGH
 OW0365'1.5 MI. 2 1/2 HOUR PACK.
 OW0365'
 OW0365'STATION MARK - STANDARD TABLET SET IN PLACED ROCK AND STAMPED ---RED
 OW0365'TOPS 1954---.
 OW0365'
 OW0365'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0537 ***********************************************************************
 PW0537  DESIGNATION -  REDDISH
 PW0537  PID         -  PW0537
 PW0537  STATE/COUNTY-  WY/BIG HORN
 PW0537  USGS QUAD   -  WHITE SULPHUR SPRING (1960)
 PW0537
 PW0537                         *CURRENT SURVEY CONTROL
 PW0537  ___________________________________________________________________
 PW0537* NAD 83(1993)-  44 26 11.13522(N)    107 44 49.15292(W)     ADJUSTED  
 PW0537* NAVD 88     -      1667.4    (meters)    5470.     (feet)  VERTCON   
 PW0537  ___________________________________________________________________
 PW0537  LAPLACE CORR-          19.79  (seconds)                    DEFLEC99
 PW0537  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 PW0537
 PW0537  HORZ ORDER  -  FIRST
 PW0537
 PW0537.The horizontal coordinates were established by classical geodetic methods
 PW0537.and adjusted by the National Geodetic Survey in January 1997..
 PW0537
 PW0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0537
 PW0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0537
 PW0537.The geoid height was determined by GEOID03.
 PW0537
 PW0537;                    North         East     Units Scale Factor Converg.
 PW0537;SPC WYEC     -   537,323.698   367,068.636   MT  0.99995083   -0 17 22.6
 PW0537;UTM  13      - 4,924,018.167   281,381.790   MT  1.00018780   -1 55 26.3
 PW0537
 PW0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0537!SPC WYEC     -   0.99974032  x   0.99995083  =   0.99969117
 PW0537!UTM  13      -   0.99974032  x   1.00018780  =   0.99992807
 PW0537
 PW0537:                Primary Azimuth Mark                     Grid Az
 PW0537:SPC WYEC     -  REDDISH AZ MK                            003 14 36.5
 PW0537:UTM  13      -  REDDISH AZ MK                            004 52 40.2
 PW0537
 PW0537|---------------------------------------------------------------------|
 PW0537| PID    Reference Object                     Distance      Geod. Az  |
 PW0537|                                                           dddmmss.s |
 PW0537| CQ6411 REDDISH AZ MK                                      0025713.9 |
 PW0537| CQ6413 REDDISH RM 2                         10.824 METERS 26048     |
 PW0537| PW0550 TORCH                               APPROX.20.2 KM 2625853.0 |
 PW0537| CQ6412 REDDISH RM 1                         17.577 METERS 34154     |
 PW0537|---------------------------------------------------------------------|
 PW0537
 PW0537                          SUPERSEDED SURVEY CONTROL
 PW0537
 PW0537  NAD 83(1986)-  44 26 11.12168(N)    107 44 49.14712(W) AD(       ) 1
 PW0537  NAD 27      -  44 26 11.26470(N)    107 44 46.83710(W) AD(       ) 1
 PW0537  NGVD 29 (07/19/86) 1666.6    (m)         5468.     (f) VERT ANG       
 PW0537
 PW0537.Superseded values are not recommended for survey control.
 PW0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0537.See file dsdata.txt to determine how the superseded data were derived.
 PW0537
 PW0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK8138224018(NAD 83)
 PW0537_MARKER: DS = TRIANGULATION STATION DISK
 PW0537_SETTING: 66 = SET IN ROCK OUTCROP
 PW0537
 PW0537  HISTORY     - Date     Condition        Report By
 PW0537  HISTORY     - 1957     MONUMENTED       CGS
 PW0537
 PW0537                          STATION DESCRIPTION
 PW0537
 PW0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0537'LOCATED ABOUT 7 MILES SOUTH AND 2-1/2 MILES EAST OF SHELL,
 PW0537'ABOUT 15 MILES EAST AND 3-1/2 MILES NORTH OF BASIN, ON THE
 PW0537'HIGHEST POINT OF A HIGH PROMINENT, RED COLORED RIDGE WHICH
 PW0537'SLOPES TO THE NORTH AND DROPS OFF ABRUPTLY TO THE SOUTH.
 PW0537'
 PW0537'REACHED FROM THE SHELL STORE IN SHELL BY GOING SOUTH ON U.S.
 PW0537'HIGHWAY 14 FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN LEFT ON
 PW0537'GRAVEL ROAD, SOUTHEAST, FOR 2.7 MILES TO A FORK AND SIGN
 PW0537'TRAPPER CREEK RANCH AT A WIRE GATE ON THE RIGHT, TURN RIGHT,
 PW0537'THROUGH GATE, AND FOLLOW GRAVEL ROAD UP HILL FOR 1.65 MILES TO
 PW0537'ANGLING CROSSROADS, TURN SHARP LEFT FOR 0.5 MILE TO A WIRE
 PW0537'GATE, PASS THROUGH GATE AND CONTINUE FOR 1.0 MILE TO A
 PW0537'T-INTERSECTION, TURN LEFT FOR 0.4 MILE TO A POLE CORRAL ON
 PW0537'THE LEFT, CONTINUE FOR 0.15 MILE TO A CREEK, CROSS CREEK
 PW0537'AND CONTINUE ON GRADED ROAD FOR 3.4 MILES TO A POINT JUST
 PW0537'BEFORE REACHING A SMALL DRAINAGE, LEAVE ROAD AND PICK WAY
 PW0537'EASTERLY ACROSS COUNTRY FOR 0.55 MILE TO THE HIGHEST POINT
 PW0537'AND STATION.
 PW0537'
 PW0537'STATION MARK IS A STANDARD DISK, STAMPED REDDISH 1957, SET
 PW0537'IN A DRILL HOLE IN BEDROCK 8 INCHES BELOW THE GROUND SURFACE.
 PW0537'IT IS 18 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE, 17 FEET
 PW0537'WEST OF THE EAST EDGE OF THE RIDGE, 9 FEET NORTH OF THE
 PW0537'SOUTH EDGE OF THE RIDGE AND 5 FEET WEST OF A CAIRN.
 PW0537'
 PW0537'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED REDDISH NO 1
 PW0537'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 PW0537'PROJECTING 2 INCHES.  IT IS 64 FEET WEST OF THE CAIRN AND
 PW0537'15 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE.
 PW0537'
 PW0537'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED REDDISH NO 2
 PW0537'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 PW0537'PROJECTING 2 INCHES.  IT IS 39 FEET NORTHWEST OF THE CAIRN
 PW0537'AND 9 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE.
 PW0537'
 PW0537'AZIMUTH MARK IS A STANDARD DISK, STAMPED REDDISH 1957, SET
 PW0537'IN A DRILL HOLE IN BEDROCK 4 FEET LONG, 3 FEET WIDE, AND FLUSH
 PW0537'WITH THE GROUND SURFACE.  IT IS 17 FEET WEST OF THE EAST EDGE
 PW0537'OF THE RIDGE.  A WHITE POST WAS SET 3 FEET NORTH OF THE MARK.
 PW0537'
 PW0537'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHERLY,
 PW0537'FOLLOWING RIDGE FOR 0.15 MILE TO THE NEXT HIGHEST POINT IN
 PW0537'THE IMMEDIATE VICINITY, TO THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0393 ***********************************************************************
 NR0393  DESIGNATION -  REEF
 NR0393  PID         -  NR0393
 NR0393  STATE/COUNTY-  WY/NATRONA
 NR0393  USGS QUAD   -  EMIGRANT GAP NE (1984)
 NR0393
 NR0393                         *CURRENT SURVEY CONTROL
 NR0393  ___________________________________________________________________
 NR0393* NAD 83(1993)-  42 53 34.48006(N)    106 36 45.85966(W)     ADJUSTED  
 NR0393* NAVD 88     -      1811.3    (meters)    5943.     (feet)  VERTCON   
 NR0393  ___________________________________________________________________
 NR0393  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 NR0393  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 NR0393
 NR0393  HORZ ORDER  -  FIRST
 NR0393
 NR0393.The horizontal coordinates were established by classical geodetic methods
 NR0393.and adjusted by the National Geodetic Survey in January 1997..
 NR0393
 NR0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0393
 NR0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0393
 NR0393.The geoid height was determined by GEOID03.
 NR0393
 NR0393;                    North         East     Units Scale Factor Converg.
 NR0393;SPC WYEC     -   366,009.753   458,856.354   MT  0.99998010   +0 29 25.7
 NR0393;UTM  13      - 4,750,184.424   368,318.954   MT  0.99981332   -1 05 52.2
 NR0393
 NR0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0393!SPC WYEC     -   0.99971807  x   0.99998010  =   0.99969818
 NR0393!UTM  13      -   0.99971807  x   0.99981332  =   0.99953145
 NR0393
 NR0393:                Primary Azimuth Mark                     Grid Az
 NR0393:SPC WYEC     -  REEF AZ MK                               060 26 13.0
 NR0393:UTM  13      -  REEF AZ MK                               062 01 30.9
 NR0393
 NR0393|---------------------------------------------------------------------|
 NR0393| PID    Reference Object                     Distance      Geod. Az  |
 NR0393|                                                           dddmmss.s |
 NR0393| CP6502 REEF AZ MK                                         0605538.7 |
 NR0393| CP6503 REEF RM 1                            21.946 METERS 08339     |
 NR0393| NR0361 OIL REFINERY E OF CASPER STACK      APPROX.29.1 KM 0970004.7 |
 NR0393| NR0358 CASPER C B AND Q RR CO STACK        APPROX.23.9 KM 0995058.0 |
 NR0393| NR0356 CASPER BROADCAST STA RAD MAST       APPROX.26.1 KM 1001201.2 |
 NR0393| NR0392 T34N R82 81W SECS 19 24 25 30        36.576 METERS 19828     |
 NR0393| CP6504 REEF RM 2                            18.520 METERS 35133     |
 NR0393|---------------------------------------------------------------------|
 NR0393
 NR0393                          SUPERSEDED SURVEY CONTROL
 NR0393
 NR0393  NAD 83(1986)-  42 53 34.46299(N)    106 36 45.83484(W) AD(       ) 1
 NR0393  NAD 27      -  42 53 34.59000(N)    106 36 43.69300(W) AD(       ) 1
 NR0393  NGVD 29 (09/08/93) 1810.4    (m)         5940.     (f) VERT ANG       
 NR0393
 NR0393.Superseded values are not recommended for survey control.
 NR0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0393.See file dsdata.txt to determine how the superseded data were derived.
 NR0393
 NR0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6831950184(NAD 83)
 NR0393_MARKER: DD = SURVEY DISK
 NR0393_SETTING: 0 = UNSPECIFIED SETTING
 NR0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0393
 NR0393  HISTORY     - Date     Condition        Report By
 NR0393  HISTORY     - 1903     MONUMENTED       USGS
 NR0393  HISTORY     - 1934     GOOD             USGS
 NR0393  HISTORY     - 1948     GOOD             USGS
 NR0393
 NR0393                          STATION DESCRIPTION
 NR0393
 NR0393'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 NR0393'ABOUT 15 MILES WEST-NORTHWEST OF CASPER, 3.5 MILES SOUTH OF U.S.
 NR0393'HIGHWAY 20, IN SOUTHWEST CORNER OF SEC. 19, T. 34 N., R. 81 W.,
 NR0393'ON SOUTH EDGE AND HIGHEST POINT OF RIDGE KNOWN LOCALLY AS THE
 NR0393'REEFS.  TO REACH FROM CASPER, GO WESTERLY 13 MILES ON U.S.
 NR0393'HIGHWAY 20 TO POINT WHERE UNIMPROVED DIRT ROAD INTERSECTS HIGHWAY
 NR0393'FROM SOUTH (SMALL CONCRETE CULVERT ON DIRT ROAD), TURN LEFT ONTO
 NR0393'DIRT ROAD, PASS THROUGH GATE AND GO 2.85 MILES ON MAIN-TRAVELED
 NR0393'ROAD TO NORTHERN END OF SHEEP CORRALS NEAR SMALL RESERVOIR,
 NR0393'PASS THROUGH GATE AND BEAR RIGHT 0.15 MILE TO RANCH HOUSE, GO
 NR0393'WEST 250 YARDS TO GATE, PASS THROUGH GATE AND GO WEST ACROSS
 NR0393'SMALL CREEK, CONTINUE 0.4 MILE TO FOOT OF RIDGE, BEAR RIGHT
 NR0393'TO SADDLE, TURN LEFT (SOUTHWEST) AND GO 0.4 MILE UP RIDGE TO
 NR0393'HIGHEST POINT AND STATION SITE.  MARKED BY STANDARD U.S.
 NR0393'GEOLOGICAL SURVEY BENCH-MARK DISK (UNSTAMPED) SET IN IRON
 NR0393'PIPE, PROJECTING 1.3 FEET ABOVE GROUND.  REFERENCE AND
 NR0393'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 NR0393'NO. 1 PROJECTS 5 INCHES ABOVE GROUND, AND IS 72.00
 NR0393'FEET FROM STATION N 83 DEG 39 MIN E.  NO. 2 PROJECTS 5
 NR0393'INCHES ABOVE GROUND, AND IS 60.76 FEET FROM STATION
 NR0393'N 09 DEG 27 MIN W.  DISTANCE BETWEEN REFERENCE MARKS NO. 1
 NR0393'AND NO. 2 IS 96.50 FEET.  AZIMUTH MARK PROJECTS 6 INCHES
 NR0393'ABOVE GROUND, IS 36 FEET WEST OF EAST EDGE OF RIDGE, AND
 NR0393'0.15 MILE FROM STATION N 60 DEG 56 MIN E.
 NR0393'G.L.O. SECTION CORNER, SECS. 19, 30, 24, AND 25, TPS.  34 N.,
 NR0393'RS. 81 AND 82 W. (SEE DESCRIPTION THEREOF) IS 120.00 FEET FROM
 NR0393'STATION S 18 DEG 28 MIN W.  FOLLOWING BEARINGS ARE
 NR0393'FROM STATION--OIL REFINERY, EAST OF CASPER, STACK,
 NR0393'S 83 DEG E.  CASPER, CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NR0393'CO., STACK, S 80 DEG 09 MIN E.  CASPER, BROADCASTING STATION,
 NR0393'TOP OF RADIO MAST, S 79 DEG 47 MIN E.
 NR0393
 NR0393                          STATION RECOVERY (1948)
 NR0393
 NR0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NR0393'STATION MARK--STANDARD USGS TABLET SET ON IRON PIPE PROJECTING 1.3
 NR0393'FT. ABOVE GROUND, STAMPED---REEF VABM 5937 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0827 ***********************************************************************
 OX0827  DESIGNATION -  REFUGE
 OX0827  PID         -  OX0827
 OX0827  STATE/COUNTY-  WY/TETON
 OX0827  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 OX0827
 OX0827                         *CURRENT SURVEY CONTROL
 OX0827  ___________________________________________________________________
 OX0827* NAD 83(1993)-  43 35 05.16442(N)    110 40 04.54398(W)     ADJUSTED  
 OX0827* NAVD 88     -      2195.1    (meters)    7202.     (feet)  VERTCON   
 OX0827  ___________________________________________________________________
 OX0827  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 OX0827  GEOID HEIGHT-          -9.32  (meters)                     GEOID03
 OX0827
 OX0827  HORZ ORDER  -  SECOND
 OX0827
 OX0827.The horizontal coordinates were established by classical geodetic methods
 OX0827.and adjusted by the National Geodetic Survey in January 1997..
 OX0827
 OX0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0827
 OX0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0827
 OX0827.The geoid height was determined by GEOID03.
 OX0827
 OX0827;                    North         East     Units Scale Factor Converg.
 OX0827;SPC WY W     -   442,782.567   752,788.960   MT  0.99996491   -0 24 11.0
 OX0827;UTM  12      - 4,825,809.168   526,808.486   MT  0.99960884   +0 13 44.2
 OX0827
 OX0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0827!SPC WY W     -   0.99965736  x   0.99996491  =   0.99962228
 OX0827!UTM  12      -   0.99965736  x   0.99960884  =   0.99926633
 OX0827
 OX0827:                Primary Azimuth Mark                     Grid Az
 OX0827:SPC WY W     -  REFUGE AZ MK                             043 50 53.5
 OX0827:UTM  12      -  REFUGE AZ MK                             043 12 58.3
 OX0827
 OX0827|---------------------------------------------------------------------|
 OX0827| PID    Reference Object                     Distance      Geod. Az  |
 OX0827|                                                           dddmmss.s |
 OX0827| CP6505 REFUGE AZ MK                                       0432642.5 |
 OX0827| CP6506 REFUGE RM 1                           9.730 METERS 06745     |
 OX0827| CP6507 REFUGE RM 2                          14.075 METERS 17109     |
 OX0827|---------------------------------------------------------------------|
 OX0827
 OX0827                          SUPERSEDED SURVEY CONTROL
 OX0827
 OX0827  NAD 83(1993)-  43 35 05.15882(N)    110 40 04.53856(W) AD(       ) 2
 OX0827  NAD 83(1986)-  43 35 05.15433(N)    110 40 04.53022(W) AD(       ) 2
 OX0827  NAD 27      -  43 35 05.39300(N)    110 40 01.79300(W) AD(       ) 2
 OX0827  NGVD 29 (07/19/86) 2193.8    (m)         7197.     (f) VERT ANG       
 OX0827
 OX0827.Superseded values are not recommended for survey control.
 OX0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0827.See file dsdata.txt to determine how the superseded data were derived.
 OX0827
 OX0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2680825809(NAD 83)
 OX0827_MARKER: DS = TRIANGULATION STATION DISK
 OX0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0827
 OX0827  HISTORY     - Date     Condition        Report By
 OX0827  HISTORY     - 1946     MONUMENTED       CGS
 OX0827  HISTORY     - 1964     GOOD             CGS
 OX0827  HISTORY     - 1967     GOOD             CGS
 OX0827  HISTORY     - 1968     GOOD             USGS
 OX0827  HISTORY     - 1970     GOOD             NGS
 OX0827
 OX0827                          STATION DESCRIPTION
 OX0827
 OX0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0827'THE STATION IS LOCATED ON THE HIGHEST PART OF A GRASSY HILL
 OX0827'IN THE VALLEY NORTH OF JACKSON ABOUT 8 MILES, AND 3 MILES
 OX0827'SOUTH OF U.S. HIGHWAY NO. 187 ON LAND CONTROLLED BY U.S.
 OX0827'BIOLOGICAL SURVEY AND USED AS A GAME RESERVE.
 OX0827'
 OX0827'THE MARK IS A STANDARD DISK STAMPED REFUGE 1946, SET IN THE
 OX0827'TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES.
 OX0827'IT IS 0.1 MILE SOUTH OF A FIRE BREAK, AND ON THE HIGHEST PART
 OX0827'OF THE HILL.
 OX0827'
 OX0827'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED REFUGE NO. 1
 OX0827'1946, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 OX0827'ABOUT 4 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 OX0827'
 OX0827'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED REFUGE NO. 2
 OX0827'1946, SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 OX0827'ABOUT 6 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 OX0827'
 OX0827'THE AZIMUTH MARK IS A STANDARD DISK STAMPED REFUGE 1946, SET
 OX0827'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING ABOUT
 OX0827'6 INCHES.  IT IS 30 FEET EAST OF THE SHOULDER OF THE HILL,
 OX0827'27 FEET WEST OF A PLOWED FIRE BREAK, AND ON THE SAME RIDGE
 OX0827'AS THE STATION.
 OX0827'
 OX0827'TO REACH THE STATION FROM THE KELLY POST OFFICE GO SOUTH FOR
 OX0827'0.4 MILE CROSSING THE GROS VENTRE RIVER, CONTINUE SOUTH ON A
 OX0827'DIM TRACK ROAD FOR 2.8 MILES TO A FENCE CORNER AND A GATE.
 OX0827'TURN RIGHT AND PASS THROUGH THE GATE FOLLOWING A TRACK ROAD
 OX0827'FOR 0.2 MILE, BEAR LEFT (SOUTH) AND GO THROUGH THE TIMBER TO
 OX0827'THE SUMMIT OF THE HILL, BEAR RIGHT (SOUTHWEST) AND GO 2 MILES
 OX0827'TO THE HIGHEST HILL IN THE VICINITY AND THE STATION AS
 OX0827'DESCRIBED ABOVE.
 OX0827
 OX0827                          STATION RECOVERY (1964)
 OX0827
 OX0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 OX0827'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 OX0827'AS ORIGINALLY DESCRIBED.  A NEW TO REACH FOLLOWS--
 OX0827'
 OX0827'TO REACH FROM THE PUBLIC SQUARE IN JACKSON, WYOMING, GO NORTH
 OX0827'ON U.S. HIGHWAY 187 FOR 5.8 MILES TO GATE AND T-ROAD RIGHT,
 OX0827'EAST.  TURN RIGHT ON BLADED ROAD AND GO EAST THRU GATE FOR
 OX0827'2.8 MILES TO A FORK.  TAKE RIGHT FORK FOLLOWING TRACK ROAD
 OX0827'FOR 0.5 MILES TO CROSSING OF TRACK ROAD.  TURN SHARP RIGHT,
 OX0827'FOLLOWING TRACK ROAD THRU WOODS, FOR 1.0 MILES TO CLEARING
 OX0827'ON SIDE OF RIDGE.  TURN RIGHT UP HILL AND GO ACROSS COUNTRY
 OX0827'TO THE TOP THE RIDGE.  TURN RIGHT ON TOP OF THE RIDGE AND GO
 OX0827'ACROSS COUNTRY FOLLOWING THE RIDGE TO THE HIGHEST POINT AND
 OX0827'THE STATION AS DESCRIBED.
 OX0827
 OX0827                          STATION RECOVERY (1967)
 OX0827
 OX0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 OX0827'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 OX0827'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK
 OX0827'WAS NOT SEARCHED FOR.
 OX0827'
 OX0827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH OF
 OX0827'JACKSON, WYO. APPROX. 8 MILES
 OX0827
 OX0827                          STATION RECOVERY (1968)
 OX0827
 OX0827'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0827'RECOVERED.
 OX0827'
 OX0827'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE POST, STAMPED
 OX0827'---REFUGE 1946---.
 OX0827
 OX0827                          STATION RECOVERY (1970)
 OX0827
 OX0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 OX0827'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 OX0827'
 OX0827'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 OX0827'
 OX0827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILE NORTH
 OX0827'OF JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0460 ***********************************************************************
 MQ0460  DESIGNATION -  RELIANCE
 MQ0460  PID         -  MQ0460
 MQ0460  STATE/COUNTY-  WY/SWEETWATER
 MQ0460  USGS QUAD   -  RELIANCE (1978)
 MQ0460
 MQ0460                         *CURRENT SURVEY CONTROL
 MQ0460  ___________________________________________________________________
 MQ0460* NAD 83(1993)-  41 40 06.28799(N)    109 09 44.54898(W)     ADJUSTED  
 MQ0460* NAVD 88     -      2172.     (meters)    7126.     (feet)  SCALED    
 MQ0460  ___________________________________________________________________
 MQ0460  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 MQ0460  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 MQ0460
 MQ0460  HORZ ORDER  -  THIRD
 MQ0460
 MQ0460.The horizontal coordinates were established by classical geodetic methods
 MQ0460.and adjusted by the National Geodetic Survey in January 1997..
 MQ0460
 MQ0460.The orthometric height was scaled from a topographic map.
 MQ0460
 MQ0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0460
 MQ0460.The geoid height was determined by GEOID03.
 MQ0460
 MQ0460;                    North         East     Units Scale Factor Converg.
 MQ0460;SPC WYWC     -   129,832.823   565,659.755   MT  0.99995201   -0 16 27.0
 MQ0460;UTM  12      - 4,614,592.840   652,978.376   MT  0.99988799   +1 13 18.9
 MQ0460
 MQ0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0460!SPC WYWC     -   0.99966162  x   0.99995201  =   0.99961364
 MQ0460!UTM  12      -   0.99966162  x   0.99988799  =   0.99954965
 MQ0460
 MQ0460:                Primary Azimuth Mark                     Grid Az
 MQ0460:SPC WYWC     -  PILOT RESET                              260 22 56.3
 MQ0460:UTM  12      -  PILOT RESET                              258 53 10.4
 MQ0460
 MQ0460|---------------------------------------------------------------------|
 MQ0460| PID    Reference Object                     Distance      Geod. Az  |
 MQ0460|                                                           dddmmss.s |
 MQ0460| MQ0466 PILOT RESET                         APPROX.16.0 KM 2600629.3 |
 MQ0460|---------------------------------------------------------------------|
 MQ0460
 MQ0460                          SUPERSEDED SURVEY CONTROL
 MQ0460
 MQ0460  NAD 83(1986)-  41 40 06.28133(N)    109 09 44.54405(W) AD(       ) 3
 MQ0460  NAD 27      -  41 40 06.41800(N)    109 09 42.12200(W) AD(       ) 3
 MQ0460
 MQ0460.Superseded values are not recommended for survey control.
 MQ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0460.See file dsdata.txt to determine how the superseded data were derived.
 MQ0460
 MQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM5297814593(NAD 83)
 MQ0460_MARKER: DD = SURVEY DISK
 MQ0460_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0460
 MQ0460  HISTORY     - Date     Condition        Report By
 MQ0460  HISTORY     - 1958     MONUMENTED       USGS
 MQ0460  HISTORY     - 1968     GOOD             USGS
 MQ0460
 MQ0460                          STATION DESCRIPTION
 MQ0460
 MQ0460'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (JCL)
 MQ0460'THE STATION IS THE CENTER OF A QUADROPOD SIGNAL UNDER THE CENTER
 MQ0460'OF WHICH A STANDARD USGS DISK WILL BE SET.  IT IS 1.8 MILES
 MQ0460'EAST OF THE TOWN OF RELIANCE AND 6.5 MILES NORTHEAST OF ROCK
 MQ0460'SPRINGS.
 MQ0460'
 MQ0460'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 MQ0460'30 AND 187 IN ROCK SPRINGS, GO NORTH ON HIGHWAY 187 FOR 4.6
 MQ0460'MILES TO A FORK WHERE HIGHWAY 187 BEARS TO THE LEFT.  CONTINUE
 MQ0460'STRAIGHT AHEAD FOR 0.4 MILES TO A FORK AND A SIGN RELIANCE.
 MQ0460'TAKE RIGHT FORK (EAST) TO RELIANCE AND CONTINUE ON PAVED ROAD
 MQ0460'FOR 3.0 MILES TO THE END OF THE ROAD AT A FARM.  TURN RIGHT
 MQ0460'(SOUTH) THROUGH THE FARM BUILDINGS AND FOLLOW TRACK ROAD PAST
 MQ0460'AN ABANDONED MINE TO TOP OF RIDGE.  HERE BEAR RIGHT AND FOLLOW
 MQ0460'RIDGE EASTERLY TO HIGHEST POINT AND STATION.  A JEEP IS
 MQ0460'NECESSARY FOR THE LAST PART OF THE JOURNEY.
 MQ0460
 MQ0460                          STATION RECOVERY (1968)
 MQ0460
 MQ0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MQ0460'RECOVERED.
 MQ0460'
 MQ0460'STATION MARK--STANDARD TABLET, CEMENTED IN SOLID ROCK OUTCROP FLUSH
 MQ0460'WITH GROUND, STAMPED ---RELIANCE 1958 VABM 7123---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0377 ***********************************************************************
 PX0377  DESIGNATION -  RENNER
 PX0377  PID         -  PX0377
 PX0377  STATE/COUNTY-  WY/PARK
 PX0377  USGS QUAD   -  LITTLE BUFFALO BASIN (1985)
 PX0377
 PX0377                         *CURRENT SURVEY CONTROL
 PX0377  ___________________________________________________________________
 PX0377* NAD 83(1993)-  44 00 14.54231(N)    108 49 33.19644(W)     ADJUSTED  
 PX0377* NAVD 88     -      2113.9    (meters)    6935.     (feet)  VERTCON   
 PX0377  ___________________________________________________________________
 PX0377  LAPLACE CORR-         -16.45  (seconds)                    DEFLEC99
 PX0377  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 PX0377
 PX0377  HORZ ORDER  -  THIRD
 PX0377
 PX0377.The horizontal coordinates were established by classical geodetic methods
 PX0377.and adjusted by the National Geodetic Survey in January 1997..
 PX0377
 PX0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0377
 PX0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0377
 PX0377.The geoid height was determined by GEOID03.
 PX0377
 PX0377;                    North         East     Units Scale Factor Converg.
 PX0377;SPC WYWC     -   389,200.933   593,914.114   MT  0.99993796   -0 03 09.8
 PX0377;UTM  12      - 4,874,619.393   674,297.198   MT  0.99997365   +1 30 38.7
 PX0377
 PX0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0377!SPC WYWC     -   0.99967040  x   0.99993796  =   0.99960838
 PX0377!UTM  12      -   0.99967040  x   0.99997365  =   0.99964406
 PX0377
 PX0377:                Primary Azimuth Mark                     Grid Az
 PX0377:SPC WYWC     -  BUFFALO                                  017 42 15.7
 PX0377:UTM  12      -  BUFFALO                                  016 08 27.2
 PX0377
 PX0377|---------------------------------------------------------------------|
 PX0377| PID    Reference Object                     Distance      Geod. Az  |
 PX0377|                                                           dddmmss.s |
 PX0377| PX0376 BUFFALO                             APPROX.11.0 KM 0173905.9 |
 PX0377|---------------------------------------------------------------------|
 PX0377
 PX0377                          SUPERSEDED SURVEY CONTROL
 PX0377
 PX0377  NAD 83(1986)-  44 00 14.53236(N)    108 49 33.18890(W) AD(       ) 3
 PX0377  NAD 27      -  44 00 14.70364(N)    108 49 30.72621(W) AD(       ) 3
 PX0377  NGVD 29 (07/19/86) 2112.8    (m)         6932.     (f) VERT ANG       
 PX0377
 PX0377.Superseded values are not recommended for survey control.
 PX0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0377.See file dsdata.txt to determine how the superseded data were derived.
 PX0377
 PX0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7429774619(NAD 83)
 PX0377
 PX0377  HISTORY     - Date     Condition        Report By
 PX0377  HISTORY     - 1948     MONUMENTED       USGS
 PX0377  HISTORY     - 1954     GOOD             USGS
 PX0377
 PX0377                          STATION DESCRIPTION
 PX0377
 PX0377'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0377'STATION LOCATED ON THE HIGHEST POINT OF E-W. RIDGE ABOUT 100 FT. E. OF
 PX0377'TREE COVERED SADDLE IN SEC. 35 T.47 N., R.100 W.,
 PX0377'
 PX0377'TO REACH FROM MEETEETSE POST OFFICE, GO SE. ON STATE HIGHWAY 120,
 PX0377'16.4 MI. TO GENERAL PETROLEUM CORPORATION-GOOSEBERRY FIELD RD. AND
 PX0377'TURN RIGHT IN A WESTERLY DIRECTION ON SAID RD. 5.2 MI. TO L.U. SHEEP
 PX0377'CO., GO RIGHT AFTER CROSSING GOOSEBERRY CREEK 2.5 MI. TO FENCE AND
 PX0377'CATTLE GUARD, GO LEFT, AFTER PASSING CATTLE GUARD, ALONG VERY FAINT
 PX0377'TRAIL ON TOP OF RIDGE FOR 2.45 MI. TO HIGHEST POINT OF RIDGE AND
 PX0377'STATION.
 PX0377'
 PX0377'RECOVERED.
 PX0377'
 PX0377'STATION MARK - STANDARD TABLET SET IN ROCK, STAMPED ---RENNER 1948---.
 PX0377'
 PX0377'REFERENCE MARK NO.1 - STANDARD TABLET SET IN ROCK, STAMPED---RENNER
 PX0377'NO.1 1948--- 52.45 FT., N 54 DEG 18 MIN E.
 PX0377'
 PX0377'REFERENCE MARK NO.2 - STANDARD TABLET SET IN ROCK, STAMPED ---RENNER
 PX0377'NO.2 1948--- 29.70 FT., S 19 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0346 ***********************************************************************
 NR0346  DESIGNATION -  RENO
 NR0346  PID         -  NR0346
 NR0346  STATE/COUNTY-  WY/CONVERSE
 NR0346  USGS QUAD   -  RENO HILL (1992)
 NR0346
 NR0346                         *CURRENT SURVEY CONTROL
 NR0346  ___________________________________________________________________
 NR0346* NAD 83(1993)-  42 34 43.22576(N)    106 03 43.96708(W)     ADJUSTED  
 NR0346* NAVD 88     -      2671.9    (meters)    8766.     (feet)  VERTCON   
 NR0346  ___________________________________________________________________
 NR0346  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NR0346  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 NR0346
 NR0346  HORZ ORDER  -  SECOND
 NR0346
 NR0346.The horizontal coordinates were established by classical geodetic methods
 NR0346.and adjusted by the National Geodetic Survey in January 1997..
 NR0346
 NR0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0346
 NR0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0346
 NR0346.The geoid height was determined by GEOID03.
 NR0346
 NR0346;                    North         East     Units Scale Factor Converg.
 NR0346;SPC WY E     -   231,240.905   126,483.660   MT  1.00000397   -0 36 21.4
 NR0346;SPC WYEC     -   331,635.383   504,347.961   MT  1.00007142   +0 51 36.4
 NR0346;UTM  13      - 4,714,575.707   412,831.126   MT  0.99969348   -0 43 07.5
 NR0346
 NR0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0346!SPC WY E     -   0.99958297  x   1.00000397  =   0.99958694
 NR0346!SPC WYEC     -   0.99958297  x   1.00007142  =   0.99965436
 NR0346!UTM  13      -   0.99958297  x   0.99969348  =   0.99927658
 NR0346
 NR0346|---------------------------------------------------------------------|
 NR0346| PID    Reference Object                     Distance      Geod. Az  |
 NR0346|                                                           dddmmss.s |
 NR0346| CP6512 RENO RM 1                             8.850 METERS 04834     |
 NR0346| CP6513 RENO RM 2                            12.748 METERS 12950     |
 NR0346| NR0345 NEAR RENO                             5.834 METERS 21659     |
 NR0346| CP6511 RENO AZ MK                                         2924436.0 |
 NR0346|---------------------------------------------------------------------|
 NR0346
 NR0346                          SUPERSEDED SURVEY CONTROL
 NR0346
 NR0346  NAD 83(1986)-  42 34 43.21087(N)    106 03 43.95140(W) AD(       ) 2
 NR0346  NAD 27      -  42 34 43.33600(N)    106 03 41.91000(W) AD(       ) 2
 NR0346  NGVD 29 (07/19/86) 2670.8    (m)         8762.     (f) VERT ANG       
 NR0346
 NR0346.Superseded values are not recommended for survey control.
 NR0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0346.See file dsdata.txt to determine how the superseded data were derived.
 NR0346
 NR0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH1283114576(NAD 83)
 NR0346_MARKER: DS = TRIANGULATION STATION DISK
 NR0346_SETTING: 66 = SET IN ROCK OUTCROP
 NR0346
 NR0346  HISTORY     - Date     Condition        Report By
 NR0346  HISTORY     - 1948     MONUMENTED       CGS
 NR0346
 NR0346                          STATION DESCRIPTION
 NR0346
 NR0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0346'STATION IS LOCATED IN THE MEDICINE BOW NATIONAL FOREST, ON THE
 NR0346'EASTERN END AND HIGHEST PART OF A LONG, PROMINENT, ROCKY,
 NR0346'TIMBERED RIDGE EXTENDING IN AN EAST AND WEST DIRECTION AND
 NR0346'LOCALLY KNOWN AS RENO HILL, ABOUT 24 MILES SOUTHWEST OF DOUGLAS,
 NR0346'23 MILES AIRLINE SOUTHEAST OF CASPER, 1.0 MILE EAST OF THE
 NR0346'NATRONA - CONVERSE COUNTY LINE, SET FLUSH, AND STAMPED, RENO
 NR0346'1948.
 NR0346'
 NR0346'REFERENCE MARK NO. 1 IS ABOUT 12 INCHES HIGHER THAN STATION,
 NR0346'PROJECTS 18 INCHES, AND STAMPED, RENO NO 1 1948.
 NR0346'
 NR0346'REFERENCE MARK NO. 2 IS ABOUT 12 INCHES LOWER THAN STATION,
 NR0346'PROJECTS 3 FEET, AND STAMPED, RENO NO 2 1948.
 NR0346'
 NR0346'REFERENCE MARK NO. 3 IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 NR0346'IN A DRILL HOLE IN OUTCROPPING BEDROCK, SET FLUSH, ABOUT 12
 NR0346'INCHES HIGHER THAN STATION, AND IS NOT STAMPED.
 NR0346'
 NR0346'AZIMUTH MARK IS LOCATED NEAR WEST SLOPE OF RIDGE, 0.05 MILE
 NR0346'WEST OF A TRIANGLE BLAZE ON A 12 INCH PINE TREE, 10 FEET NORTH
 NR0346'OF A WHITE WITNESS POST, PROJECTS 3 FEET, AND STAMPED, RENO
 NR0346'1948.
 NR0346'
 NR0346'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 20 AND 87 AND STATE
 NR0346'ROUTE 220 IN THE WEST EDGE OF CASPER, GO SOUTHWEST ON STATE
 NR0346'ROUTE 220 FOR 10.5 MILES TO GOOSE EGG INN ON RIGHT, JUST
 NR0346'AFTER PASSING A TEXACO SERVICE STATION.  CONTINUE ON STATE
 NR0346'ROUTE 220 FOR 8.3 MILES TO A SIDE ROAD LEFT AND SIGN, STATE
 NR0346'GAME PRESERVE, NO HUNTING.  TURN LEFT AND FOLLOW MAIN GRADED
 NR0346'ROAD FOR 8.7 MILES TO A ROAD ON LEFT AND SIGN, CASPER 30.
 NR0346'CONTINUE STRAIGHT AHEAD AND FOLLOW MAIN ROAD FOR 15.0 MILES
 NR0346'TO A CROSSROAD AND LARGE SIGN, MEDICINE BOW 58 MILES.  KEEP
 NR0346'STRAIGHT AHEAD AS PER SIGN, AND GO 2.6 MILES TO A ROAD ON
 NR0346'LEFT AND SIGN, 2 BAR, BATES RESERVOIR.  TURN LEFT AND GO 1.15
 NR0346'MILE TO FORK.  TAKE LEFT FORK AND GO 1.25 MILE TO FORK, JUST
 NR0346'AFTER PASSING THROUGH A GATE.  KEEP RIGHT FORK AND GO
 NR0346'0.25 MILE TO CROSSROAD.  CONTINUE STRAIGHT AHEAD AND GO 1.2
 NR0346'MILE TO FORK.  KEEP STRAIGHT AHEAD AND GO 0.2 MILE TO CROSSING OF
 NR0346'EAST BATES CREEK.  CONTINUE FOR 0.7 MILE TO FORK.  TAKE LEFT
 NR0346'FORK AND GO 0.2 MILE TO FORK.  TAKE LEFT FORK AND GO 0.8 MILE
 NR0346'TO FORK.  TAKE RIGHT FORK AND GO 1.5 MILE TO CROSSROAD.
 NR0346'CONTINUE STRAIGHT AHEAD FOR 0.1 TO FORK.  TAKE LEFT FORK AND
 NR0346'GO 1.7 MILE TO SIGN, ENTERING MEDICINE BOW NATIONAL FOREST.
 NR0346'CONTINUE ON TRACK ROAD FOR 0.5 MILE TO OLD LOG BUILDING
 NR0346'ON RIGHT.  CONTINUE ON TRACK ROAD FOR 1.1 MILE TO A
 NR0346'TRIANGLE BLAZED TREE ON RIGHT AND A REVERSE Y.  TURN
 NR0346'SHARP RIGHT AND FOLLOW TRACK ROAD FOR 1.8 MILE TO A Y FORK.
 NR0346'KEEP LEFT FORK UP RIDGE FOR 1.7 MILE TO REMAINS OF OLD
 NR0346'CORRAL.  PASS THROUGH CORRAL ON DIM ROAD, WHICH DISAPPEARS IN
 NR0346'PLACES, BUT PICK WAY ALONG RIDGE FOR 2.1 MILE TO A TRIANGLE
 NR0346'BLAZE ON TREE AND END OF TRUCK TRAVEL.  (AZIMUTH MARK IS
 NR0346'AT THIS POINT AS DESCRIBED ABOVE) PACK EAST THROUGH TIMBER AND
 NR0346'OVER ROCKS TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A
 NR0346'10 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0360 ***********************************************************************
 OV0360  DESIGNATION -  RENO
 OV0360  PID         -  OV0360
 OV0360  STATE/COUNTY-  WY/JOHNSON
 OV0360  USGS QUAD   -  ANTELOPE DRAW (1981)
 OV0360
 OV0360                         *CURRENT SURVEY CONTROL
 OV0360  ___________________________________________________________________
 OV0360* NAD 83(1993)-  43 55 47.40180(N)    106 35 10.52342(W)     ADJUSTED  
 OV0360* NAVD 88     -      1637.8    (meters)    5373.     (feet)  VERTCON   
 OV0360  ___________________________________________________________________
 OV0360  LAPLACE CORR-         -13.63  (seconds)                    DEFLEC99
 OV0360  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OV0360  OBS GRAVITY -     980,020.2   (mgal)                       GRAV_OBS
 OV0360
 OV0360  HORZ ORDER  -  FIRST
 OV0360
 OV0360.The horizontal coordinates were established by classical geodetic methods
 OV0360.and adjusted by the National Geodetic Survey in January 1997..
 OV0360
 OV0360.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0360
 OV0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0360
 OV0360.The geoid height was determined by GEOID03.
 OV0360.The observed gravity was obtained from relative gravimeter ties
 OV0360.to the IGSN71 gravity network.
 OV0360
 OV0360;                    North         East     Units Scale Factor Converg.
 OV0360;SPC WYEC     -   481,224.868   459,987.076   MT  0.99998174   +0 31 06.0
 OV0360;UTM  13      - 4,865,302.665   372,672.878   MT  0.99979940   -1 06 02.4
 OV0360
 OV0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0360!SPC WYEC     -   0.99974531  x   0.99998174  =   0.99972705
 OV0360!UTM  13      -   0.99974531  x   0.99979940  =   0.99954476
 OV0360
 OV0360|---------------------------------------------------------------------|
 OV0360| PID    Reference Object                     Distance      Geod. Az  |
 OV0360|                                                           dddmmss.s |
 OV0360| CP6509 RENO RM 1                            15.868 METERS 04045     |
 OV0360| CP6508 RENO AZ MK                                         0761835.1 |
 OV0360| CP6510 RENO RM 2                             9.434 METERS 34356     |
 OV0360|---------------------------------------------------------------------|
 OV0360
 OV0360                          SUPERSEDED SURVEY CONTROL
 OV0360
 OV0360  NAD 83(1986)-  43 55 47.38498(N)    106 35 10.49341(W) AD(       ) 1
 OV0360  NAD 27      -  43 55 47.46900(N)    106 35 08.34200(W) AD(       ) 1
 OV0360  NGVD 29 (07/19/86) 1637.0    (m)         5371.     (f) VERT ANG       
 OV0360
 OV0360.Superseded values are not recommended for survey control.
 OV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0360.See file dsdata.txt to determine how the superseded data were derived.
 OV0360
 OV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ7267365303(NAD 83)
 OV0360_MARKER: DD = SURVEY DISK
 OV0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0360_SP_SET: PREFABRICATED CONCRETE POST
 OV0360
 OV0360  HISTORY     - Date     Condition        Report By
 OV0360  HISTORY     - 1934     MONUMENTED       CGS
 OV0360  HISTORY     - 1958     GOOD             NGS
 OV0360  HISTORY     - 1963     GOOD             CGS
 OV0360
 OV0360                          STATION DESCRIPTION
 OV0360
 OV0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OV0360'ABOUT 15 MILES NORTH BY EAST OF KAYCEE, ABOUT 5 MILES
 OV0360'NORTH-NORTHWEST OF RENO HILL POST OFFICE, ON LAND OWNED BY
 OV0360'F.G. CARROLL OF MILWAUKEE, WIS., IN T. 46 N., R. 81 W., ON
 OV0360'WEST END AND HIGHEST POINT ON HIGHEST OF SEVERAL HILLS IN
 OV0360'IMMEDIATE VICINITY, 5 FEET EAST OF 6-FOOT ROCK CAIRN WHICH
 OV0360'IS BUILT ON 6- BY 3- BY 2-FOOT PYRITE ROCK.  TO REACH FROM
 OV0360'KAYCEE, FOLLOW U.S. HIGHWAY 87E NORTH 4.4 MILES TO BRIDGE
 OV0360'OVER NORTH FORK OF POWDER RIVER, CROSS BRIDGE AND CONTINUE
 OV0360'NORTH 7.7 MILES ON HIGHWAY TO GRADED DIRT ROAD ON RIGHT (21.6
 OV0360'MILES SOUTH OF BRIDGE OVER NORTH FORK OF CRAZY WOMAN CREEK,
 OV0360'3.3 MILES SOUTH OF BRIDGE OVER SOUTH FORK OF CRAZY WOMAN
 OV0360'CREEK, AND 0.2 MILE SOUTH OF MAIL BOX WITH T.M. CORPE PAINTED
 OV0360'ON IT), TURN RIGHT ONTO DIRT ROAD AND GO 3.0 MILES, FOLLOW
 OV0360'LEFT FORK 1.0 MILE.  FOLLOW LEFT FORK NORTHEAST 0.5
 OV0360'MILE, TURN LEFT AND GO NORTH 0.35 MILE, TURN RIGHT AND GO
 OV0360'EAST 0.25 MILE, FOLLOW LEFT FORK NORTHEAST 0.85 MILE,
 OV0360'FOLLOW RIGHT FORK 0.1 MILE, FOLLOW RIGHT FORK
 OV0360'(MAIN-TRAVELED ROAD) 1.0 MILE TO POINT ABOUT 1/4 MILE SOUTHWEST
 OV0360'OF LARGE RED BARN, TURN LEFT AND GO NORTH 2.0 MILES ON
 OV0360'SECTION-LINE ROAD TO WHITE RANCH HOUSE ON WEST SIDE OF
 OV0360'ROAD, GO NORTHWEST ALONG RIGHT SIDE OF RED BUILDING,
 OV0360'CROSS DEEP COULEE AND FOLLOW DIM ROAD 0.4 MILE TO GATE.
 OV0360'PASS THROUGH GATE AND FOLLOW DIM ROAD WEST 0.45 MILE ALONG
 OV0360'NORTH SIDE OF EAST-AND-WEST FENCE TO GATE (AZIMUTH MARK
 OV0360'ABOUT 10 FEET WEST OF GATEPOST), TURN LEFT THROUGH GATE AND
 OV0360'GO SOUTH 0.1 MILE TO SMALL HOUSE AND END OF ROAD, TURN
 OV0360'RIGHT AND GO WEST 0.8 MILE ACROSS COUNTRY TO WEST BANK OF
 OV0360'DEEP CUT.  BY KEEPING CLOSE TO BASE OF HILLS TO THE RIGHT
 OV0360'(NORTH), TRUCK CAN BE DRIVEN ABOUT 0.4 MILE TO POINT ABOUT
 OV0360'200 YARDS NORTHEAST OF NORTHEAST END OF RIDGE ON WHICH STATION
 OV0360'IS LOCATED.  PROCEED SOUTHWEST UP RIDGE TO HIGH POINT
 OV0360'(10-MINUTE CLIMB WITH HEAVY PACK).  MARKED BY STANDARD STATION
 OV0360'DISK IN IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
 OV0360'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN PIPE,
 OV0360'PROJECTING 8 INCHES ABOVE GROUND.  NO. 1 IS 52.06 FEET FROM
 OV0360'STATION N 46 DEG 45 MIN E.  NO. 2 IS 30.95 FEET
 OV0360'FROM STATIONN 16 DEG 04 MIN W.  DISTANCE BETWEEN
 OV0360'REFERENCE MARKS IS 43.6 FEET.  AZIMUTH MARK IS STANDARD
 OV0360'REFERENCE DISK IN CONCRETE PROJECTING 3 INCHES ABOVE
 OV0360'GROUND, 2 FEET SOUTH OF EAST-AND-WEST FENCE, 25 FEET WEST
 OV0360'OF FENCE CORNER, 1.2 MILES BY ROAD FROM THE END OF
 OV0360'TRUCK TRAVEL AT STATION, AND 1.0 MILE FROM STATION
 OV0360'N 76 DEG 19 MIN E.
 OV0360
 OV0360                          STATION RECOVERY (1958)
 OV0360
 OV0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 OV0360'RECOVERED BY USGS IN 1958 AND REDESCRIBED AS FOLLOWS,
 OV0360'TO REACH STATION FROM KAYCEE POST OFFICE, FOLLOW U.S.HIGHWAY 87 N.,
 OV0360'FOR 12.8 MI. TO T-RD. E. FOLLOW MAIN TRAVELED GRADED RD. E. 5.8 MI. TO
 OV0360'T-RD. N. AT ABANDONED RENO HILL SCHOOL HOUSE, THENCE N.2.0 MI. TO A
 OV0360'RD. FORK TAKE RIGHT FORK N. ALONG SECTION LINE RD. 1.5 MI. TO A RD.
 OV0360'FORK TAKE RIGHT E.FORK N.0.6 MI. TO ANOTHER RD. FORK AT RANCH
 OV0360'BUILDINGS, TAKE RIGHT FORK N-E. 0.7 MI. TO A RD. FORK. TAKE LEFT W.
 OV0360'FORK N-W. 0.7 MI. TO A RD. FORK, TAKE LEFT FORK W. 1.8 MI. TO A RD.
 OV0360'FORK JUST S. OF A STOCK POND, TAKE A SHARP LEFT JUST BELOW POND AND
 OV0360'FOLLOW TRAIL S. 0.7 MI. TO AN E-W. FENCE. PASS THROUGH GATE AND
 OV0360'CONTINUE ON TRAIL S. 0.3 MI. LEAVE TRAIL AND TRAVEL 0.7 MI. W. TO
 OV0360'RIDGE LINE AND FOLLOW RIDGE TO LARGE SADDLE AND END OF TRUCK TRAVEL.
 OV0360'PACK UP STEEP HILL FOR 10 MIN. TO TOP OF HIGHEST HILL AND STATION
 OV0360'SITE.
 OV0360'
 OV0360'STATION MARK - STANDARD NGS TABLET IN IRON PIPE PROJECTING 8 IN. ABOVE
 OV0360'GROUND.
 OV0360
 OV0360                          STATION RECOVERY (1963)
 OV0360
 OV0360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 OV0360'STATION AND REFERENCE MARKS RECOVERED AND FOUND TO BE IN GOOD
 OV0360'CONDITION, NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.  THE STATION
 OV0360'IS LOCATED 15 MILES NORTH AND 2-3/4 MILES EAST OF KAYCEE, IN THE NW
 OV0360'1/4 OF SEC. 27, T. 46 N., R. 81 W.
 OV0360'
 OV0360'TO REACH FROM THE POST OFFICE IN BUFFALO, GO SOUTH ON MAIN STREET
 OV0360'FOR 0.6 MILE TO US HIGHWAY 87.  CONTINUE SOUTH ON US HIGHWAY 87 FOR
 OV0360'25.65 MILES TO BRIDGE OVER SOUTH FORK OF CRAZY WOMAN CREEK (THIS
 OV0360'BRIDGE IS ABOUT 20 MILES NORTH OF KAYCEE), CONTINUE SOUTH ON
 OV0360'HIGHWAY FOR 0.5 MILE TO FENCE CORNER AND GATE ON THE LEFT AT CORRAL
 OV0360'AND LOADING CHUTE ON THE RIGHT.  TURN LEFT THROUGH GATE AND GO
 OV0360'EASTERLY ON TRACK ROAD FOR 0.65 MILE TO A WIRE GATE, PASS THROUGH
 OV0360'GATE AND CONTINUE ON ROAD FOR 2.15 MILES TO A POWER LINE
 OV0360'CROSSING, CONTINUE ON WINDING ROAD UP HILL FOR 0.75 MILE
 OV0360'TO A GATE NEAR TOP OF RIDGE, PASS THROUGH GATE AND CONTINUE FOR 1.0
 OV0360'MILE TO ANOTHER GATE, PASS THROUGH GATE AND CONTINUE FOR 0.6 MILE
 OV0360'TO A REVERSE FORK RIGHT AT OLD CORRAL.  HERE TURN SHARP RIGHT AND
 OV0360'GO 0.2 MILE TO AN EARTH DAM, CROSS OVER THE DAM AND CONTINUE ON TRACK
 OV0360'ROAD FOR 0.5 MILE TO THE SECOND GATE IN THE EAST-WEST FENCE
 OV0360'LINE, PASS THROUGH THE GATE AND CONTINUE ON TRACK ROAD FOR 0.9
 OV0360'MILE TO A DIM FORK LEFT DOWN GRADE, TAKE LEFT FORK DOWN GRADE ON
 OV0360'OLD WASHED OUT TRACK ROAD AND GO 0.75 MILE TO WHERE THE TRACK
 OV0360'ROAD GIVES OUT, FROM HERE ANGLE LEFT AND SELECT WAY FOR ABOUT
 OV0360'0.75 MILE TO THE SOUTH BASE OF HILL AND END OF TRUCK TRAVEL.
 OV0360'ABOUT A 2 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0440 ***********************************************************************
 OU0440  DESIGNATION -  RENO
 OU0440  PID         -  OU0440
 OU0440  STATE/COUNTY-  WY/CAMPBELL
 OU0440  USGS QUAD   -  RENO FLATS (1984)
 OU0440
 OU0440                         *CURRENT SURVEY CONTROL
 OU0440  ___________________________________________________________________
 OU0440* NAD 83(1993)-  43 32 42.47798(N)    105 36 26.58566(W)     ADJUSTED  
 OU0440* NAVD 88     -      1588.5    (meters)    5212.     (feet)  VERTCON   
 OU0440  ___________________________________________________________________
 OU0440  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 OU0440  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 OU0440  OBS GRAVITY -     979,994.1   (mgal)                       GRAV_OBS
 OU0440
 OU0440  HORZ ORDER  -  THIRD
 OU0440  VERT ORDER  -  THIRD ? (See Below)
 OU0440
 OU0440.The horizontal coordinates were established by classical geodetic methods
 OU0440.and adjusted by the National Geodetic Survey in January 1997..
 OU0440
 OU0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0440.The vertical order pertains to the NGVD 29 superseded value.
 OU0440
 OU0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0440
 OU0440.The geoid height was determined by GEOID03.
 OU0440.The observed gravity was obtained from relative gravimeter ties
 OU0440.to the IGSN71 gravity network.
 OU0440
 OU0440;                    North         East     Units Scale Factor Converg.
 OU0440;SPC WY E     -   338,307.547   164,384.942   MT  0.99995310   -0 18 13.1
 OU0440;UTM  13      - 4,821,532.935   450,932.919   MT  0.99962961   -0 25 06.4
 OU0440
 OU0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0440!SPC WY E     -   0.99975331  x   0.99995310  =   0.99970642
 OU0440!UTM  13      -   0.99975331  x   0.99962961  =   0.99938301
 OU0440
 OU0440:                Primary Azimuth Mark                     Grid Az
 OU0440:SPC WY E     -  TURNER                                   335 46 19.0
 OU0440:UTM  13      -  TURNER                                   335 53 12.3
 OU0440
 OU0440|---------------------------------------------------------------------|
 OU0440| PID    Reference Object                     Distance      Geod. Az  |
 OU0440|                                                           dddmmss.s |
 OU0440| OU0441 TURNER                              APPROX. 9.6 KM 3352805.9 |
 OU0440|---------------------------------------------------------------------|
 OU0440
 OU0440                          SUPERSEDED SURVEY CONTROL
 OU0440
 OU0440  NAD 83(1986)-  43 32 42.45843(N)    105 36 26.56242(W) AD(       ) 3
 OU0440  NAD 27      -  43 32 42.56872(N)    105 36 24.57902(W) AD(       ) 3
 OU0440  NGVD 29 (07/19/86) 1587.7    (m)         5209.     (f) LEVELING    3  
 OU0440
 OU0440.Superseded values are not recommended for survey control.
 OU0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0440.See file dsdata.txt to determine how the superseded data were derived.
 OU0440
 OU0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ5093321533(NAD 83)
 OU0440_MARKER: DD = SURVEY DISK
 OU0440_SETTING: 0 = UNSPECIFIED SETTING
 OU0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0440
 OU0440  HISTORY     - Date     Condition        Report By
 OU0440  HISTORY     - 1955     MONUMENTED       USGS
 OU0440
 OU0440                          STATION DESCRIPTION
 OU0440
 OU0440'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0440'STATION IS LOCATED APPROXIMATELY IN SEC. 10, T 41 N, R 73 W, ON A
 OU0440'HIGH RIDGE, ABOUT 16 MI. (AIRLINE) SW. OF RENO JUNCTION (STATE
 OU0440'HIGHWAYS 387 AND 59), ABOUT 3.5 MI. ESE. OF TURNERCREST, AND 1.5 MI.
 OU0440'N. OF RANCH BUILDINGS.
 OU0440'
 OU0440'TO REACH THE STATION FROM RENO JUNCTION, PROCEED SW. ALONG STATE
 OU0440'HIGHWAY 387 14.4 MI. TO DIRT CROSSROAD, TURN LEFT (S.) 5.5 MI. TO
 OU0440'SHARP BEND E., TURN E. ACROSS A SMALL RESERVOIR 0.8 MI. TO
 OU0440'TURNERCREST, CONTINUE GENERALLY E. ALONG THE MAIN TRAVELED RD. 3.8
 OU0440'MI. TO THE HIGHEST POINT ON RIDGE AND THE STATION ON THE RIGHT.
 OU0440'
 OU0440'STATION MARK--STANDARD TABLET, SET IN THE TOP OF A CONCRETE POST,
 OU0440'PROJECTING ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---RENO 1955---.
 OU0440'
 OU0440'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0287 ***********************************************************************
 NS0287  DESIGNATION -  RESERVOIR
 NS0287  PID         -  NS0287
 NS0287  STATE/COUNTY-  WY/FREMONT
 NS0287  USGS QUAD   -  HALLS MEADOW SPRING (1986)
 NS0287
 NS0287                         *CURRENT SURVEY CONTROL
 NS0287  ___________________________________________________________________
 NS0287* NAD 83(1993)-  42 23 29.04940(N)    109 02 17.92440(W)     ADJUSTED  
 NS0287* NAVD 88     -      2314.9    (meters)    7595.     (feet)  VERTCON   
 NS0287  ___________________________________________________________________
 NS0287  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 NS0287  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 NS0287
 NS0287  HORZ ORDER  -  THIRD
 NS0287
 NS0287.The horizontal coordinates were established by classical geodetic methods
 NS0287.and adjusted by the National Geodetic Survey in January 1997..
 NS0287
 NS0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0287
 NS0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0287
 NS0287.The geoid height was determined by GEOID03.
 NS0287
 NS0287;                    North         East     Units Scale Factor Converg.
 NS0287;SPC WYWC     -   210,091.128   576,261.518   MT  0.99994443   -0 11 39.8
 NS0287;UTM  12      - 4,695,098.630   661,465.846   MT  0.99992078   +1 19 22.2
 NS0287
 NS0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0287!SPC WYWC     -   0.99963899  x   0.99994443  =   0.99958344
 NS0287!UTM  12      -   0.99963899  x   0.99992078  =   0.99955980
 NS0287
 NS0287:                Primary Azimuth Mark                     Grid Az
 NS0287:SPC WYWC     -  ACORN                                    061 20 32.5
 NS0287:UTM  12      -  ACORN                                    059 49 30.5
 NS0287
 NS0287|---------------------------------------------------------------------|
 NS0287| PID    Reference Object                     Distance      Geod. Az  |
 NS0287|                                                           dddmmss.s |
 NS0287| NS0234 ACORN                               APPROX. 5.6 KM 0610852.7 |
 NS0287|---------------------------------------------------------------------|
 NS0287
 NS0287                          SUPERSEDED SURVEY CONTROL
 NS0287
 NS0287  NAD 83(1986)-  42 23 29.03205(N)    109 02 17.92265(W) AD(       ) 3
 NS0287  NAD 27      -  42 23 29.19592(N)    109 02 15.49494(W) AD(       ) 3
 NS0287  NGVD 29 (07/19/86) 2313.6    (m)         7591.     (f) VERT ANG       
 NS0287
 NS0287.Superseded values are not recommended for survey control.
 NS0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0287.See file dsdata.txt to determine how the superseded data were derived.
 NS0287
 NS0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM6146695099(NAD 83)
 NS0287_MARKER: DD = SURVEY DISK
 NS0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0287
 NS0287  HISTORY     - Date     Condition        Report By
 NS0287  HISTORY     - 1951     MONUMENTED       USGS
 NS0287
 NS0287                          STATION DESCRIPTION
 NS0287
 NS0287'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0287'LOCATED ABOUT 7.0 MI. -AIR- W. OF U.S. HIGHWAY 28 AND ABOUT 2.0 MI.
 NS0287'-AIR- S.OF SWEETWATER RANGER STATION RD., ON A HIGH BARE PROMINIENT
 NS0287'KNOLL.
 NS0287'
 NS0287'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 28 AND SWEETWATER RIVER,
 NS0287'PROCEED S. ON HIGHWAY 28 FOR 0.8 MI. TO A RD. W. -SWEETWATER RANGER
 NS0287'STATION RD.-  TURN RIGHT W. ON SWEETWATER RANGER STATION RD. AND GO
 NS0287'5.5 MI. TO A Y-RD.  TURN LEFT S. AND GO 2.1 MI. TO A FARM AND Y-RD.
 NS0287'TURN RIGHT W. AND GO 1.4 MI. TO TOP OF RIDGE, THENCE LEFT W.
 NS0287'CROSSCOUNTRY FOR 0.4 MI. TO END OF TRUCK TRAVEL.  PACK S. TO TOP OF
 NS0287'KNOLL - A FIVE MINUTE PACK.
 NS0287'
 NS0287'STATION MARK - STANDARD BRONZE TABLET WELDED IN A 4-IN. IRON PIPE,
 NS0287'PROTRUDING 8 IN. ABOVE THE SURFACE OF THE GROUND, STAMPED ---WR
 NS0287'RESERVOIR 1951 7592.---
 NS0287'
 NS0287'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0437 ***********************************************************************
 OV0437  DESIGNATION -  RESERVOIR
 OV0437  PID         -  OV0437
 OV0437  STATE/COUNTY-  WY/NATRONA
 OV0437  USGS QUAD   -  HILAND (1952)
 OV0437
 OV0437                         *CURRENT SURVEY CONTROL
 OV0437  ___________________________________________________________________
 OV0437* NAD 83(1993)-  43 02 50.77129(N)    107 16 52.46315(W)     ADJUSTED  
 OV0437* NAVD 88     -      1958.     (meters)    6424.     (feet)  SCALED    
 OV0437  ___________________________________________________________________
 OV0437  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 OV0437  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 OV0437
 OV0437  HORZ ORDER  -  THIRD
 OV0437
 OV0437.The horizontal coordinates were established by classical geodetic methods
 OV0437.and adjusted by the National Geodetic Survey in January 1997..
 OV0437
 OV0437.The orthometric height was scaled from a topographic map.
 OV0437
 OV0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0437
 OV0437.The geoid height was determined by GEOID03.
 OV0437
 OV0437;                    North         East     Units Scale Factor Converg.
 OV0437;SPC WYEC     -   382,924.635   404,244.226   MT  0.99993772   +0 02 08.0
 OV0437;UTM  13      - 4,768,608.090   314,199.585   MT  1.00002470   -1 33 27.5
 OV0437
 OV0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0437!SPC WYEC     -   0.99969514  x   0.99993772  =   0.99963288
 OV0437!UTM  13      -   0.99969514  x   1.00002470  =   0.99971983
 OV0437
 OV0437:                Primary Azimuth Mark                     Grid Az
 OV0437:SPC WYEC     -  ENOCH                                    057 41 25.8
 OV0437:UTM  13      -  ENOCH                                    059 17 01.3
 OV0437
 OV0437|---------------------------------------------------------------------|
 OV0437| PID    Reference Object                     Distance      Geod. Az  |
 OV0437|                                                           dddmmss.s |
 OV0437| OV0431 ENOCH                               APPROX.11.3 KM 0574333.8 |
 OV0437|---------------------------------------------------------------------|
 OV0437
 OV0437                          SUPERSEDED SURVEY CONTROL
 OV0437
 OV0437  NAD 83(1986)-  43 02 50.74705(N)    107 16 52.45079(W) AD(       ) 3
 OV0437
 OV0437.Superseded values are not recommended for survey control.
 OV0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0437.See file dsdata.txt to determine how the superseded data were derived.
 OV0437
 OV0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH1420068608(NAD 83)
 OV0437_MARKER: DD = SURVEY DISK
 OV0437_SETTING: 80 = SET IN A BOULDER
 OV0437_SP_SET: PARTIALLY EXPOSED BOULDER
 OV0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0437+STABILITY: SURFACE MOTION
 OV0437
 OV0437  HISTORY     - Date     Condition        Report By
 OV0437  HISTORY     - 1905     MONUMENTED       USGS
 OV0437  HISTORY     - 1951     MARK NOT FOUND   USGS
 OV0437
 OV0437                          STATION DESCRIPTION
 OV0437
 OV0437'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 OV0437'NEAR THE CENTER OF THE N. EDGE OF A MESA ON THE DIVIDE BETWEEN POWDER
 OV0437'RIVER AND POISON CREEK AT THE S. HEAD OF KEG SPRINGS CREEK, 4 MI. SW.
 OV0437'OF KEG SPRINGS STAGE STATION, 6 MI. S. OF WALTON, AND 3 MI. S. OF
 OV0437'RESERVOIR AT THE HEAD OF KEG SPRINGS CREEK.  THE STATION IS IN SIGHT
 OV0437'FROM CASPER-LANDER STAGE ROAD FOR A LONG DISTANCE.  WATER AT KEG
 OV0437'SPRINGS, RESERVOIR, AND WALTON.  PROPOSED EXTENSION OF CHICAGO AND
 OV0437'NORTHWESTERN RAILWAY FROM CASPER W. WILL PASS IN A SADDLE JUST N. OF
 OV0437'SIGNAL.
 OV0437'
 OV0437'NOT RECOVERED.
 OV0437'
 OV0437'STATION MARK--A BRONZE TABLET, CEMENTED INTO A LARGE BOULDER BURIED
 OV0437'UNDER A ROCK, OVER WHICH A QUADRIPOD SIGNAL WAS ERECTED.
 OV0437'
 OV0437'REFERENCE MARK--THE TOP OF A FLAT IRON PIN, DRIVEN IN THE GROUND SE.
 OV0437'OF SIGNAL.  S 76 DEG 21 MIN E.  DISTANCE 34.80 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0516 ***********************************************************************
 PX0516  DESIGNATION -  RFPAB 1
 PX0516  PID         -  PX0516
 PX0516  STATE/COUNTY-  WY/WASHAKIE
 PX0516  USGS QUAD   -  DUTCH NICK FLAT (1951)
 PX0516
 PX0516                         *CURRENT SURVEY CONTROL
 PX0516  ___________________________________________________________________
 PX0516* NAD 83(1993)-  44 00 00.94645(N)    108 22 28.08154(W)     ADJUSTED  
 PX0516* NAVD 88     -      1505.3    (meters)    4939.     (feet)  VERTCON   
 PX0516  ___________________________________________________________________
 PX0516  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 PX0516  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 PX0516
 PX0516  HORZ ORDER  -  THIRD
 PX0516
 PX0516.The horizontal coordinates were established by classical geodetic methods
 PX0516.and adjusted by the National Geodetic Survey in January 1997..
 PX0516
 PX0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0516
 PX0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0516
 PX0516.The geoid height was determined by GEOID03.
 PX0516
 PX0516;                    North         East     Units Scale Factor Converg.
 PX0516;SPC WYEC     -   489,305.563   316,500.044   MT  1.00002322   -0 43 23.8
 PX0516;UTM  12      - 4,875,253.616   710,501.517   MT  1.00014502   +1 49 28.3
 PX0516
 PX0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0516!SPC WYEC     -   0.99976609  x   1.00002322  =   0.99978930
 PX0516!UTM  12      -   0.99976609  x   1.00014502  =   0.99991107
 PX0516
 PX0516:                Primary Azimuth Mark                     Grid Az
 PX0516:SPC WYEC     -  PAINT                                    041 06 25.3
 PX0516:UTM  12      -  PAINT                                    038 33 33.2
 PX0516
 PX0516|---------------------------------------------------------------------|
 PX0516| PID    Reference Object                     Distance      Geod. Az  |
 PX0516|                                                           dddmmss.s |
 PX0516| PX0513 PAINT                               APPROX. 2.7 KM 0402301.5 |
 PX0516|---------------------------------------------------------------------|
 PX0516
 PX0516                          SUPERSEDED SURVEY CONTROL
 PX0516
 PX0516  NAD 83(1986)-  44 00 00.94018(N)    108 22 28.07059(W) AD(       ) 3
 PX0516  NGVD 29 (11/06/89) 1504.4    (m)         4936.     (f) VERT ANG       
 PX0516
 PX0516.Superseded values are not recommended for survey control.
 PX0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0516.See file dsdata.txt to determine how the superseded data were derived.
 PX0516
 PX0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP1050275254(NAD 83)
 PX0516_MARKER: DS = TRIANGULATION STATION DISK
 PX0516_SETTING: 0 = UNSPECIFIED SETTING
 PX0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0516
 PX0516  HISTORY     - Date     Condition        Report By
 PX0516  HISTORY     - 1948     MONUMENTED       USGS
 PX0516
 PX0516                          STATION DESCRIPTION
 PX0516
 PX0516'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0516'STATION LOCATED ON S. END OF SMALL MESA, ABOUT 400 FT. E. OF THE FIELD
 PX0516'RD., AND ABOUT 1400 FT. S. OF A SMALL COUNTRY SCHOOLHOUSE IN NE. 1/4
 PX0516'SEC. 33, T 47 N, R 96 W.
 PX0516'
 PX0516'TO REACH FROM WORLAND POST OFFICE, GO S. AND W. ON U.S. HIGHWAY 20 9.5
 PX0516'MI. TO RD. FORKS, THENCE ON THE RIGHT FORK, KNOWN AS GOOSEBERRY CREEK
 PX0516'ROAD, FOR 21.85 MI. TO ELMER CARLSONS MAIL BOX, THENCE LEFT, ACROSS
 PX0516'CATTLEGUARD, FOR 0.45 MI. TO BRIDGE, THENCE ACROSS BRIDGE FOR 0.1 MI.
 PX0516'TO T-RD. INTERSECTION, THENCE LEFT FOR 0.3 MI. TO ELMER CARLSONS FARM
 PX0516'YARD, THENCE RIGHT FOR 0.2 MI. TO T-RD. INTERSECTION AND FENCE LINE,
 PX0516'THENCE LEFT, AFTER PASSING THROUGH GATE, FOR 0.4 MI. TO RD. FORKS
 PX0516'AND DRAIN CROSSING, THENCE CONTINUE ON THE SAME RD., IN AN EASTERLY
 PX0516'DIRECTION FOR 1.3 MI. TO RD. INTERSECTION AND SCHOOLHOUSE, THENCE
 PX0516'LEFT, IN A SOUTHERLY DIRECTION, FOR 0.25 MI. TO DRAIN AND RD.
 PX0516'CROSSING, THENCE FOR 0.15 MI. TO TOP OF HIGH POINT TO SE. AND STATION.
 PX0516'
 PX0516'STATION MARK--STANDARD TABLET SET IN ROCK, STAMPED---RFPAB - 1 1948
 PX0516'4935---.
 PX0516'
 PX0516'REFERENCE MARK NO. 1--5/8 X 1 IN. ANGLE IRON, 59.9 FT. FROM STATION
 PX0516'IN TRUE AZIMUTH 193 DEGREES 10 MINUTES 03 SECONDS.
 PX0516'
 PX0516'REFERENCE MARK NO. 2--5/8 X 1 IN. ANGLE IRON, 28.95 FT. FROM STATION
 PX0516'IN TRUE AZIMUTH 258 DEGREES 12 MINUTES 06 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0371 ***********************************************************************
 PX0371  DESIGNATION -  RGBSR 1
 PX0371  PID         -  PX0371
 PX0371  STATE/COUNTY-  WY/HOT SPRINGS
 PX0371  USGS QUAD   -  GILLIES DRAW (1976)
 PX0371
 PX0371                         *CURRENT SURVEY CONTROL
 PX0371  ___________________________________________________________________
 PX0371* NAD 83(1993)-  44 00 01.55416(N)    108 36 49.63788(W)     ADJUSTED  
 PX0371* NAVD 88     -      1748.1    (meters)    5735.     (feet)  VERTCON   
 PX0371  ___________________________________________________________________
 PX0371  LAPLACE CORR-         -12.31  (seconds)                    DEFLEC99
 PX0371  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 PX0371
 PX0371  HORZ ORDER  -  THIRD
 PX0371
 PX0371.The horizontal coordinates were established by classical geodetic methods
 PX0371.and adjusted by the National Geodetic Survey in January 1997..
 PX0371
 PX0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0371
 PX0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0371
 PX0371.The geoid height was determined by GEOID03.
 PX0371
 PX0371;                    North         East     Units Scale Factor Converg.
 PX0371;SPC WYWC     -   388,806.306   610,924.260   MT  0.99993897   +0 05 40.6
 PX0371;UTM  12      - 4,874,689.032   691,313.028   MT  1.00005018   +1 39 29.2
 PX0371
 PX0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0371!SPC WYWC     -   0.99972791  x   0.99993897  =   0.99966690
 PX0371!UTM  12      -   0.99972791  x   1.00005018  =   0.99977808
 PX0371
 PX0371:                Primary Azimuth Mark                     Grid Az
 PX0371:SPC WYWC     -  GRASS                                    292 00 09.2
 PX0371:UTM  12      -  GRASS                                    290 26 20.6
 PX0371
 PX0371|---------------------------------------------------------------------|
 PX0371| PID    Reference Object                     Distance      Geod. Az  |
 PX0371|                                                           dddmmss.s |
 PX0371| PX0372 GRASS                               APPROX. 5.1 KM 2920549.8 |
 PX0371|---------------------------------------------------------------------|
 PX0371
 PX0371                          SUPERSEDED SURVEY CONTROL
 PX0371
 PX0371  NAD 83(1986)-  44 00 01.54503(N)    108 36 49.63114(W) AD(       ) 3
 PX0371  NAD 27      -  44 00 01.71598(N)    108 36 47.20986(W) AD(       ) 3
 PX0371  NGVD 29 (07/19/86) 1747.1    (m)         5732.     (f) VERT ANG       
 PX0371
 PX0371.Superseded values are not recommended for survey control.
 PX0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0371.See file dsdata.txt to determine how the superseded data were derived.
 PX0371
 PX0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9131374689(NAD 83)
 PX0371_MARKER: DD = SURVEY DISK
 PX0371_SETTING: 66 = SET IN ROCK OUTCROP
 PX0371_SP_SET: SET IN ROCK OUTCROP
 PX0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0371+STABILITY: POSITION/ELEVATION WELL
 PX0371
 PX0371  HISTORY     - Date     Condition        Report By
 PX0371  HISTORY     - 1948     MONUMENTED       USGS
 PX0371
 PX0371                          STATION DESCRIPTION
 PX0371
 PX0371'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0371'STATION IS LOCATED ON SW. EDGE OF NW.-SE. RIDGE BETWEEN TWO SMALL
 PX0371'TREES APPROXIMATELY 50 FT. W.OF AN OIL COMPANY RED AND WHITE FLUTTER
 PX0371'FLAG.  SAID OIL COMPANY STATION ON THE HIGHEST POINT OF SAID RIDGE.
 PX0371'STATION IS IN SEC. 34 T.47 N., R.98 W.
 PX0371'
 PX0371'TO REACH FROM POST OFFICE IN MEETEETSE, GO IN AN EASTERLY DIRECTION ON
 PX0371'WYOMING STATE HIGHWAY 120 FOR 17.4 MI. AND GO LEFT ON THE GOOSEBERRY
 PX0371'CREEK RD. FOR 2.2 MI. TO RD. FORK AND GATE. TAKE RIGHT FORK FOR 0.65
 PX0371'MI. TURN RIGHT ACROSS SAGEBRUSH IN A SOUTHWESTERLY DIRECTION TO
 PX0371'HIGHEST POINT ON THE LAST SERIES OF NW.-SE. RIDGES AND STATION.
 PX0371'
 PX0371'STATION MARK - STANDARD TABLET SET IN ROCK, STAMPED ---RGBSR - 1  1948
 PX0371'VABM 5731---.
 PX0371'
 PX0371'REFERENCE MARK NO.1- DRILL HOLE, 35.9 FT. FROM STATION,
 PX0371'N 53 DEG 19 MIN E.
 PX0371'
 PX0371'REFERENCE MARK NO.2 - DRILL HOLE, 35.5 FT. FROM STATION,
 PX0371'S 71 DEG 53 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0408 ***********************************************************************
 PX0408  DESIGNATION -  RHODES
 PX0408  PID         -  PX0408
 PX0408  STATE/COUNTY-  WY/PARK
 PX0408  USGS QUAD   -  SHOSHONE CANYON (1987)
 PX0408
 PX0408                         *CURRENT SURVEY CONTROL
 PX0408  ___________________________________________________________________
 PX0408* NAD 83(1993)-  44 30 05.74174(N)    109 13 25.90877(W)     ADJUSTED  
 PX0408* NAVD 88     -      1681.4    (meters)    5516.     (feet)  VERTCON   
 PX0408  ___________________________________________________________________
 PX0408  LAPLACE CORR-         -15.52  (seconds)                    DEFLEC99
 PX0408  GEOID HEIGHT-         -10.48  (meters)                     GEOID03
 PX0408
 PX0408  HORZ ORDER  -  THIRD
 PX0408
 PX0408.The horizontal coordinates were established by classical geodetic methods
 PX0408.and adjusted by the National Geodetic Survey in January 1997..
 PX0408
 PX0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0408
 PX0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0408
 PX0408.The geoid height was determined by GEOID03.
 PX0408
 PX0408;                    North         East     Units Scale Factor Converg.
 PX0408;SPC WYWC     -   444,590.855   562,317.214   MT  0.99995496   -0 19 55.7
 PX0408;UTM  12      - 4,929,120.565   641,195.432   MT  0.99984517   +1 14 42.5
 PX0408
 PX0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0408!SPC WYWC     -   0.99973808  x   0.99995496  =   0.99969305
 PX0408!UTM  12      -   0.99973808  x   0.99984517  =   0.99958329
 PX0408
 PX0408:                Primary Azimuth Mark                     Grid Az
 PX0408:SPC WYWC     -  SHOSHONE                                 200 34 34.5
 PX0408:UTM  12      -  SHOSHONE                                 198 59 56.3
 PX0408
 PX0408|---------------------------------------------------------------------|
 PX0408| PID    Reference Object                     Distance      Geod. Az  |
 PX0408|                                                           dddmmss.s |
 PX0408| PX0424 SHOSHONE                            APPROX. 4.5 KM 2001438.8 |
 PX0408|---------------------------------------------------------------------|
 PX0408
 PX0408                          SUPERSEDED SURVEY CONTROL
 PX0408
 PX0408  NAD 83(1986)-  44 30 05.72993(N)    109 13 25.90252(W) AD(       ) 3
 PX0408  NAD 27      -  44 30 05.87782(N)    109 13 23.35276(W) AD(       ) 3
 PX0408  NGVD 29 (07/19/86) 1680.3    (m)         5513.     (f) VERT ANG       
 PX0408
 PX0408.Superseded values are not recommended for survey control.
 PX0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0408.See file dsdata.txt to determine how the superseded data were derived.
 PX0408
 PX0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4119529121(NAD 83)
 PX0408_MARKER: DD = SURVEY DISK
 PX0408_SETTING: 66 = SET IN ROCK OUTCROP
 PX0408_SP_SET: SET IN ROCK OUTCROP
 PX0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0408+STABILITY: POSITION/ELEVATION WELL
 PX0408
 PX0408  HISTORY     - Date     Condition        Report By
 PX0408  HISTORY     - 1947     MONUMENTED       USGS
 PX0408
 PX0408                          STATION DESCRIPTION
 PX0408
 PX0408'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0408'STATION IS LOCATED 9.4 MI. W. OF CODY, PARK COUNTY, WYOMING, ABOUT
 PX0408'2 MI. E. OF THE RHODES RANCH, WHICH IS NEAR THE MOUTH OF RATTLESNAKE
 PX0408'CREEK.  ABOUT 650 FT. N. OF THE HIGHWAY, 205 FT. N. OF A TELEPHONE
 PX0408'LINE, ABOUT 200 FT. S. OF E-W. FENCE.
 PX0408'
 PX0408'TO REACH FROM THE POST OFFICE IN CODY, WYOMING, FOLLOW THE CODY-EAST
 PX0408'ENTRANCE HIGHWAY -U.S. HIGHWAY NO.20 W. TOWARD YELLOWSTONE PARK FOR
 PX0408'ABOUT 9 MI. TO THE INTERSECTION OF A VERY DIM TRACK RD.N., TURN N. AND
 PX0408'FOLLOW RD. FOR 0.1 MI. TO A FENCE STATION IS ABOUT 200 FT. S. AND 350
 PX0408'FT. W. OF GATE.
 PX0408'
 PX0408'STATION MARK - A STANDARD GEOLOGICAL SURVEY TABLET STAMPED ---RHODES
 PX0408'1947-5510--- CEMENTED IN THE TOP OF A LIMESTONE OUTCROP FLUSH WITH
 PX0408'GROUND.
 PX0408'
 PX0408'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET STAMPED ---NO.1
 PX0408'RHODES 1947--- CEMENTED IN A LIMESTONE LEDGE 45.32 FT. FROM STATION,
 PX0408'N 13 DEG 50 MIN W.
 PX0408'
 PX0408'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET STAMPED ---NO.2
 PX0408'RHODES 1947--- CEMENTED IN A LIMESTONE OUTCROP 25.00 FT. FROM STATION,
 PX0408'S 33 DEG 37 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0539 ***********************************************************************
 NQ0539  DESIGNATION -  RICCOR
 NQ0539  PID         -  NQ0539
 NQ0539  STATE/COUNTY-  WY/CONVERSE
 NQ0539  USGS QUAD   -  SHAWNEE (1961)
 NQ0539
 NQ0539                         *CURRENT SURVEY CONTROL
 NQ0539  ___________________________________________________________________
 NQ0539* NAD 83(1993)-  42 43 16.88660(N)    105 05 02.66023(W)     ADJUSTED  
 NQ0539* NAVD 88     -      1572.     (meters)    5157.     (feet)  VERTCON   
 NQ0539  ___________________________________________________________________
 NQ0539  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 NQ0539  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 NQ0539
 NQ0539  HORZ ORDER  -  THIRD
 NQ0539
 NQ0539.The horizontal coordinates were established by classical geodetic methods
 NQ0539.and adjusted by the National Geodetic Survey in January 1997..
 NQ0539
 NQ0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0539
 NQ0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0539
 NQ0539.The geoid height was determined by GEOID03.
 NQ0539
 NQ0539;                    North         East     Units Scale Factor Converg.
 NQ0539;SPC WY E     -   246,704.607   206,764.756   MT  0.99993806   +0 03 21.7
 NQ0539;UTM  13      - 4,729,876.190   493,116.523   MT  0.99960058   -0 03 25.3
 NQ0539
 NQ0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0539!SPC WY E     -   0.99975581  x   0.99993806  =   0.99969388
 NQ0539!UTM  13      -   0.99975581  x   0.99960058  =   0.99935648
 NQ0539
 NQ0539                          SUPERSEDED SURVEY CONTROL
 NQ0539
 NQ0539  NAD 83(1986)-  42 43 16.86490(N)    105 05 02.64863(W) AD(       ) 3
 NQ0539  NAD 27      -  42 43 16.97976(N)    105 05 00.74001(W) AD(       ) 3
 NQ0539  NGVD 29 (07/19/86) 1571.     (m)         5154.     (f) VERT ANG       
 NQ0539
 NQ0539.Superseded values are not recommended for survey control.
 NQ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0539.See file dsdata.txt to determine how the superseded data were derived.
 NQ0539
 NQ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9311729876(NAD 83)
 NQ0539_MARKER: DD = SURVEY DISK
 NQ0539_SETTING: 0 = UNSPECIFIED SETTING
 NQ0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0539
 NQ0539  HISTORY     - Date     Condition        Report By
 NQ0539  HISTORY     - 1947     MONUMENTED       USGS
 NQ0539
 NQ0539                          STATION DESCRIPTION
 NQ0539
 NQ0539'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0539'LOCATED ABOUT 7 MI. NE. OF ORIN JUNCTION ON HIGH, BARE RIDGE ABOUT 1/4
 NQ0539'MI. N. OF AN ABANDONED OIL WELL.
 NQ0539'
 NQ0539'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 20 AND U.S. HIGHWAY 87,
 NQ0539'PROCEED ON U.S. HIGHWAY 20 FOR 6.3 MI., TURN LEFT AND GO N. ACROSS
 NQ0539'RAILROAD TRACKS AND THRU GATE, FOLLOW OLD TRACKS FOR ABOUT 1 MI. TO
 NQ0539'ABANDONED OIL WELL.  STATION IS LOCATED ON HIGH RIDGE N. OF OIL WELL
 NQ0539'1/4 MI.  IT IS 29 PACES N. OF AN E-W. FENCE RUNNING OVER THE S. EDGE
 NQ0539'OF RIDGE.
 NQ0539'
 NQ0539'STATION MARK--STANDARD TABLET STAMPED ---RICCOR 1947--- SET IN
 NQ0539'CONCRETE MONUMENT.
 NQ0539'
 NQ0539'REFERENCE MARK NO. 1--IRON PIPE EXTENDING ABOVE GROUND SURFACE 20 IN.,
 NQ0539'36.4 FT. W. OF STATION.
 NQ0539'
 NQ0539'REFERENCE MARK NO. 2--IRON PIPE EXTENDING 23 IN. ABOVE GROUND SURFACE,
 NQ0539'39.7 FT. NNE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0488 ***********************************************************************
 MQ0488  DESIGNATION -  RICHARDS
 MQ0488  PID         -  MQ0488
 MQ0488  STATE/COUNTY-  WY/SWEETWATER
 MQ0488  USGS QUAD   -  HAWKS NEST (1987)
 MQ0488
 MQ0488                         *CURRENT SURVEY CONTROL
 MQ0488  ___________________________________________________________________
 MQ0488* NAD 83(1993)-  41 00 53.30392(N)    109 18 17.57575(W)     ADJUSTED  
 MQ0488* NAVD 88     -      2661.5    (meters)    8732.     (feet)  VERTCON   
 MQ0488  ___________________________________________________________________
 MQ0488  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 MQ0488  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 MQ0488
 MQ0488  HORZ ORDER  -  THIRD
 MQ0488
 MQ0488.The horizontal coordinates were established by classical geodetic methods
 MQ0488.and adjusted by the National Geodetic Survey in November 1997..
 MQ0488
 MQ0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0488
 MQ0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0488
 MQ0488.The geoid height was determined by GEOID03.
 MQ0488
 MQ0488;                    North         East     Units Scale Factor Converg.
 MQ0488;SPC WYWC     -    57,313.619   553,328.151   MT  0.99996430   -0 21 50.9
 MQ0488;UTM  12      - 4,541,784.636   642,533.024   MT  0.99985004   +1 06 45.4
 MQ0488
 MQ0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0488!SPC WYWC     -   0.99958490  x   0.99996430  =   0.99954922
 MQ0488!UTM  12      -   0.99958490  x   0.99985004  =   0.99943500
 MQ0488
 MQ0488:                Primary Azimuth Mark                     Grid Az
 MQ0488:SPC WYWC     -  25 ARD                                   357 29 00.7
 MQ0488:UTM  12      -  25 ARD                                   356 00 24.4
 MQ0488
 MQ0488|---------------------------------------------------------------------|
 MQ0488| PID    Reference Object                     Distance      Geod. Az  |
 MQ0488|                                                           dddmmss.s |
 MQ0488| MQ0487 25 ARD                              APPROX. 8.4 KM 3570709.8 |
 MQ0488|---------------------------------------------------------------------|
 MQ0488
 MQ0488                          SUPERSEDED SURVEY CONTROL
 MQ0488
 MQ0488  NAD 83(1993)-  41 00 53.30392(N)    109 18 17.57573(W) AD(       ) 3
 MQ0488  NAD 83(1993)-  41 00 53.28718(N)    109 18 17.56900(W) AD(       ) 3
 MQ0488  NAD 83(1986)-  41 00 53.28631(N)    109 18 17.56861(W) AD(       ) 3
 MQ0488  NAD 27      -  41 00 53.42871(N)    109 18 15.09068(W) AD(       ) 3
 MQ0488  NGVD 29 (07/19/86) 2660.2    (m)         8728.     (f) VERT ANG       
 MQ0488
 MQ0488.Superseded values are not recommended for survey control.
 MQ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0488.See file dsdata.txt to determine how the superseded data were derived.
 MQ0488
 MQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL4253341785(NAD 83)
 MQ0488_MARKER: DD = SURVEY DISK
 MQ0488_SETTING: 80 = SET IN A BOULDER
 MQ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0488+STABILITY: SURFACE MOTION
 MQ0488
 MQ0488  HISTORY     - Date     Condition        Report By
 MQ0488  HISTORY     - 1897     MONUMENTED       USGS
 MQ0488
 MQ0488                          STATION DESCRIPTION
 MQ0488
 MQ0488'DESCRIBED BY US GEOLOGICAL SURVEY 1897
 MQ0488'LOCATED ABOUT 5.5 MI. NW. OF CLAY BASIN, ON A PROMINIENT PEAK OF THE
 MQ0488'DIVIDE BETWEEN RED CREEK AND SPRING CREEK, LOCALLY KNOWN AS RICHARDS
 MQ0488'BUTTE.
 MQ0488'
 MQ0488'TO REACH FROM THE MOUNTAIN FUEL CO. IN CLAY BASIN, DRIVE N. ALONG ROCK
 MQ0488'SPRINGS RD. 3.3 MI. TO RD. FORKS, TURN LEFT OFF HIGHWAY AND FOLLOW
 MQ0488'TRACK RD. 1.6 MI. TO Y-RD., CONTINUE STRAIGHT AHEAD 1.3 MI. TO A GATE,
 MQ0488'CONTINUE 1.2 MI. TO SUMMIT OF GRADE, TURN LEFT OFF RD. UP GRASSY RIDGE
 MQ0488'0.5 MI. TO END OF TRUCK TRAVEL.  PACK UP RIDGE AND ALONG A GOOD TRAIL
 MQ0488'ABOUT 1.5 MI. TO HIGHEST POINT IN VICINITY AND STATION.  A 40 MINUTE
 MQ0488'PACK.
 MQ0488'
 MQ0488'STATION MARK - STANDARD TABLET, NOT STAMPED, SET IN LARGE BOULDER IN
 MQ0488'PLACE.
 MQ0488'
 MQ0488'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET, STAMPED
 MQ0488'---RICHARDS 1 1950--- SET IN SOLID ROCK.
 MQ0488'
 MQ0488'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET, STAMPED
 MQ0488'---RICHARDS 2 1950--- SET IN SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0439 ***********************************************************************
 NR0439  DESIGNATION -  RIDDLE
 NR0439  PID         -  NR0439
 NR0439  STATE/COUNTY-  WY/CARBON
 NR0439  USGS QUAD   -  WILD HORSE MOUNTAIN (1982)
 NR0439
 NR0439                         *CURRENT SURVEY CONTROL
 NR0439  ___________________________________________________________________
 NR0439* NAD 83(1993)-  42 07 17.02811(N)    107 06 50.68611(W)     ADJUSTED  
 NR0439* NAVD 88     -      2407.7    (meters)    7899.     (feet)  VERTCON   
 NR0439  ___________________________________________________________________
 NR0439  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 NR0439  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 NR0439
 NR0439  HORZ ORDER  -  THIRD
 NR0439
 NR0439.The horizontal coordinates were established by classical geodetic methods
 NR0439.and adjusted by the National Geodetic Survey in January 1997..
 NR0439
 NR0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0439
 NR0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0439
 NR0439.The geoid height was determined by GEOID03.
 NR0439
 NR0439;                    North         East     Units Scale Factor Converg.
 NR0439;SPC WYEC     -   280,084.212   418,129.653   MT  0.99994154   +0 08 49.4
 NR0439;UTM  13      - 4,665,417.774   325,246.087   MT  0.99997578   -1 25 05.8
 NR0439
 NR0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0439!SPC WYEC     -   0.99962461  x   0.99994154  =   0.99956617
 NR0439!UTM  13      -   0.99962461  x   0.99997578  =   0.99960040
 NR0439
 NR0439:                Primary Azimuth Mark                     Grid Az
 NR0439:SPC WYEC     -  STONE                                    262 45 51.2
 NR0439:UTM  13      -  STONE                                    264 19 46.4
 NR0439
 NR0439|---------------------------------------------------------------------|
 NR0439| PID    Reference Object                     Distance      Geod. Az  |
 NR0439|                                                           dddmmss.s |
 NR0439| NR0441 STONE                               APPROX. 6.4 KM 2625440.6 |
 NR0439|---------------------------------------------------------------------|
 NR0439
 NR0439                          SUPERSEDED SURVEY CONTROL
 NR0439
 NR0439  NAD 83(1986)-  42 07 17.01608(N)    107 06 50.67780(W) AD(       ) 3
 NR0439  NAD 27      -  42 07 17.16529(N)    107 06 48.49395(W) AD(       ) 3
 NR0439  NGVD 29 (07/19/86) 2406.5    (m)         7895.     (f) VERT ANG       
 NR0439
 NR0439.Superseded values are not recommended for survey control.
 NR0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0439.See file dsdata.txt to determine how the superseded data were derived.
 NR0439
 NR0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2524665418(NAD 83)
 NR0439_MARKER: DD = SURVEY DISK
 NR0439_SETTING: 66 = SET IN ROCK OUTCROP
 NR0439_SP_SET: SET IN ROCK OUTCROP
 NR0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0439+STABILITY: POSITION/ELEVATION WELL
 NR0439
 NR0439  HISTORY     - Date     Condition        Report By
 NR0439  HISTORY     - 1951     MONUMENTED       USGS
 NR0439
 NR0439                          STATION DESCRIPTION
 NR0439
 NR0439'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0439'STATION IS LOCATED ABOUT 10 MI. W. AND 1 MI. S. OF SEMINOE, WYOMING
 NR0439'ON HIGH STEEP, SHARP RIDGE BETWEEN TWO SADDLES AND BY A 5 FT. ROCK
 NR0439'CAIRN.
 NR0439'
 NR0439'TO REACH STATION FROM SEMINOE, WYOMING TAKE MAIN RD. TO SINCLAIR 6.4
 NR0439'MI., THEN TURN RIGHT NW. ON RD. IMMEDIATELY S. OF BRIDGE, CONTINUE TO
 NR0439'FENCE GATE 2.2 MI., TAKE LEFT FORK OF RD. AFTER GATE, DESCEND DOWN
 NR0439'SLOPING RIDGE TO BOTTOM OF VALLEY, FOLOW RD. 3.9 MI., TAKE LEFT FORK
 NR0439'SW. PROCEED TO FENCE 0.2 MI. CONTINUE FOR 1.2 MI. TO STREAM FORD, 1.5
 NR0439'MI. TAKE LEFT FORK SW. AND FORD SECOND STREAM, CONTINUE 1.5 MI. TO END
 NR0439'OF RD., CONTINUE STRAIGHT UP THE RIDGE IMMEDIATLY W. FOR 1 MI. TO
 NR0439'STATION.
 NR0439'
 NR0439'STATION MARK - STANDARD TABLET SET IN SOLID ROCK PROJECTING ABOUT 12
 NR0439'IN. ABOVE GROUND AND STAMPED ---LFR-RIDDLE 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0399 ***********************************************************************
 MQ0399  FBN         -  This is a Federal Base Network Control Station.
 MQ0399  DESIGNATION -  RIDGE
 MQ0399  PID         -  MQ0399
 MQ0399  STATE/COUNTY-  WY/SWEETWATER
 MQ0399  USGS QUAD   -  WHALEN BUTTE (1996)
 MQ0399
 MQ0399                         *CURRENT SURVEY CONTROL
 MQ0399  ___________________________________________________________________
 MQ0399* NAD 83(1993)-  41 27 14.81277(N)    109 29 54.46339(W)     ADJUSTED  
 MQ0399* NAVD 88     -      2186.927  (meters)    7174.94   (feet)  ADJUSTED  
 MQ0399  ___________________________________________________________________
 MQ0399  X           -  -1,598,473.648 (meters)                     COMP
 MQ0399  Y           -  -4,514,335.426 (meters)                     COMP
 MQ0399  Z           -   4,201,792.094 (meters)                     COMP
 MQ0399  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 MQ0399  ELLIP HEIGHT-        2172.13  (meters)          (02/28/01) GPS OBS
 MQ0399  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 MQ0399  DYNAMIC HT  -        2184.980 (meters)    7168.56  (feet)  COMP
 MQ0399  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 MQ0399
 MQ0399  HORZ ORDER  -  A
 MQ0399  VERT ORDER  -  FIRST     CLASS II
 MQ0399  ELLP ORDER  -  SECOND    CLASS I
 MQ0399
 MQ0399.The horizontal coordinates were established by GPS observations
 MQ0399.and adjusted by the National Geodetic Survey in February 2001..
 MQ0399
 MQ0399.The orthometric height was determined by differential leveling
 MQ0399.and adjusted by the National Geodetic Survey in June 1991..
 MQ0399
 MQ0399.Photographs are available for this station.
 MQ0399
 MQ0399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MQ0399
 MQ0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0399
 MQ0399.The ellipsoidal height was determined by GPS observations
 MQ0399.and is referenced to NAD 83.
 MQ0399
 MQ0399.The geoid height was determined by GEOID03.
 MQ0399
 MQ0399.The dynamic height is computed by dividing the NAVD 88
 MQ0399.geopotential number by the normal gravity value computed on the
 MQ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0399.degrees latitude (g = 980.6199 gals.).
 MQ0399
 MQ0399.The modeled gravity was interpolated from observed gravity values.
 MQ0399
 MQ0399;                    North         East     Units Scale Factor Converg.
 MQ0399;SPC WYWC     -   106,221.527   537,465.880   MT  0.99998561   -0 29 43.8
 MQ0399;UTM  12      - 4,590,258.142   625,412.738   MT  0.99979356   +0 59 39.0
 MQ0399
 MQ0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0399!SPC WYWC     -   0.99965941  x   0.99998561  =   0.99964503
 MQ0399!UTM  12      -   0.99965941  x   0.99979356  =   0.99945304
 MQ0399
 MQ0399:                Primary Azimuth Mark                     Grid Az
 MQ0399:SPC WYWC     -  RIDGE AZ MK                              028 27 43.9
 MQ0399:UTM  12      -  RIDGE AZ MK                              026 58 21.1
 MQ0399
 MQ0399|---------------------------------------------------------------------|
 MQ0399| PID    Reference Object                     Distance      Geod. Az  |
 MQ0399|                                                           dddmmss.s |
 MQ0399| MQ0398 RIDGE AZ MK                                        0275800.1 |
 MQ0399| MQ0497 MICROWAVE STA 4 MI S GREEN R        APPROX. 2.8 KM 0300711.7 |
 MQ0399| MQ0471 AIRWAY BCN 15 4 MI ENE GREEN R      APPROX.14.2 KM 0400150.3 |
 MQ0399| MQ0496 DIVIDE                               15.677 METERS 08940     |
 MQ0399| MQ0240 V 17                                120.460 METERS 19700     |
 MQ0399| CP6517 RIDGE RM 1                           11.739 METERS 33211     |
 MQ0399|---------------------------------------------------------------------|
 MQ0399
 MQ0399                          SUPERSEDED SURVEY CONTROL
 MQ0399
 MQ0399  NAD 83(1993)-  41 27 14.81277(N)    109 29 54.46339(W) AD(       ) A
 MQ0399  ELLIP H (10/19/94) 2172.19   (m)                       GP(       ) 3 1
 MQ0399  NAD 83(1986)-  41 27 14.80537(N)    109 29 54.45537(W) AD(       ) 1
 MQ0399  NAD 27      -  41 27 14.93070(N)    109 29 51.96470(W) AD(       ) 1
 MQ0399  NAVD 88 (02/28/01) 2186.93   (m)         7175.0    (f) LEVELING    3  
 MQ0399  NAVD 88 (10/19/94) 2186.93   (m)         7175.0    (f) LEVELING    3  
 MQ0399  NGVD 29 (02/10/93) 2185.61   (m)         7170.6    (f) LEVELING    3  
 MQ0399
 MQ0399.Superseded values are not recommended for survey control.
 MQ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0399.See file dsdata.txt to determine how the superseded data were derived.
 MQ0399
 MQ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2541390258(NAD 83)
 MQ0399_MARKER: DS = TRIANGULATION STATION DISK
 MQ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0399_SP_SET: CONCRETE POST
 MQ0399_STAMPING: RIDGE 1962
 MQ0399_MARK LOGO: CGS   
 MQ0399_PROJECTION: PROJECTING 5 CENTIMETERS
 MQ0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0399+STABILITY: SURFACE MOTION
 MQ0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0399+SATELLITE: SATELLITE OBSERVATIONS - July 21, 1999
 MQ0399
 MQ0399  HISTORY     - Date     Condition        Report By
 MQ0399  HISTORY     - 1962     MONUMENTED       CGS
 MQ0399  HISTORY     - 1974     GOOD             NGS
 MQ0399  HISTORY     - 1984     GOOD             NGS
 MQ0399  HISTORY     - 19920804 GOOD             NOS
 MQ0399  HISTORY     - 19930723 GOOD             NGS
 MQ0399  HISTORY     - 19990721 GOOD             NGS
 MQ0399
 MQ0399                          STATION DESCRIPTION
 MQ0399
 MQ0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0399'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF GREEN RIVER, 17
 MQ0399'MILES SOUTHWEST OF ROCK SPRINGS, 20 MILES EAST-SOUTHEAST OF
 MQ0399'LITTLE AMERICA, ON THE HIGHEST POINT OF A BRUSH COVERED RIDGE
 MQ0399'WHICH IS THE HIGHEST RIDGE IN THE IMMEDIATE VICINITY.
 MQ0399'
 MQ0399'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MQ0399'STATE HIGHWAY 530 IN THE WEST PART OF GREEN RIVER, GO WEST, SOUTH
 MQ0399'AND WEST ON HIGHWAY 530 FOR 4.65 MILES TO A MICRO-WAVE BUILDING
 MQ0399'ON THE LEFT.  CONTINUE WESTERLY ON THE HIGHWAY FOR 0.8 MILE
 MQ0399'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY FOR 1.25
 MQ0399'MILES TO A SIDE ROAD ON THE LEFT.  TURN SHARP LEFT AND GO
 MQ0399'SOUTHERLY FOR 0.35 MILE TO BENCH MARK V 17 ON THE LEFT.
 MQ0399'CONTINUE STRAIGHT AHEAD FOR ABOUT 150 FEET TO A TRACKROAD ON THE
 MQ0399'LEFT.  TURN LEFT, CROSS A FIRE BREAK AND GO ABOUT 300 FEET TO
 MQ0399'THE STATION.
 MQ0399'
 MQ0399'THE STATION MARK IS A STANDARD DISK, STAMPED RIDGE 1962, SET
 MQ0399'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 3 INCHES.
 MQ0399'IT IS 8.4 FEET NORTH OF A WITNESS POST, 71.2 FEET NORTHWEST OF THE
 MQ0399'NORTHWEST EDGE OF THE FIRE BREAK AND 377 FEET NORTHWEST OF THE
 MQ0399'CENTERLINE OF A TRACK ROAD.
 MQ0399'
 MQ0399'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RIDGE NO 1 1962,
 MQ0399'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 2
 MQ0399'INCHES.  IT IS 102 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 MQ0399'FIRE BREAK AND 412 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK
 MQ0399'ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0399'
 MQ0399'BENCH MARK V 17 IS A STANDARD DISK, STAMPED 7167 210 V 17 1933,
 MQ0399'SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST PROJECTING 10
 MQ0399'INCHES.  IT IS 67.8 FEET NORTHWEST OF THE CENTERLINE OF THE
 MQ0399'TRACK ROAD.
 MQ0399'
 MQ0399'DIVIDE (USGS) IS A BRONZE DISK OF THE UNITED STATES GEOLOGICAL
 MQ0399'SURVEY, SET IN THE TOP OF A 6 BY 6 INCH CONCRETE POST PROJECTING
 MQ0399'10 INCHES.  THE DISK IS STAMPED DIVIDE 1955.  IT IS 35 FEET
 MQ0399'NORTHWEST OF THE NORTHWEST EDGE OF THE FIRE BREAK, 346 FEET
 MQ0399'NORTHWEST OF THE CENTERLINE OF THE TRACK ROAD AND AT ABOUT THE
 MQ0399'SAME ELEVATION AS THE STATION.
 MQ0399'
 MQ0399'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RIDGE 1962, SET IN
 MQ0399'THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 3 INCHES.
 MQ0399'IT IS ON THE HIGHEST POINT OF A SMALL KNOLL, 97.4 FEET WEST AND
 MQ0399'10 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 2.8 FEET
 MQ0399'WEST OF A WITNESS POST, 2.8 FEET EAST OF A HIGHWAY RIGHT-OF-WAY
 MQ0399'POST AND 97.6 FEET EAST OF AN ALUMINUM SNOW FENCE.
 MQ0399
 MQ0399                          STATION RECOVERY (1974)
 MQ0399
 MQ0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MQ0399'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 MQ0399'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION COMPARED
 MQ0399'FAVORABLY WITH THE OLD DATA.  A NEW AND COMPLETE DESCRIPTION
 MQ0399'FOLLOWS--
 MQ0399'
 MQ0399'THE STATION IS LOCATED ABOUT 22.0 MILES EAST-SOUTHEAST OF LITTLE
 MQ0399'AMERICA, 17.0 MILES SOUTHWEST OF ROCK SPRINGS, 5.0 MILES SOUTH OF
 MQ0399'GREEN RIVER, 0.3 MILE EAST OF STATE HIGHWAY 530, ON TOP OF A BRUSH
 MQ0399'COVERED RIDGE, AND ON PROPERTY OWNED BY THE BUREAU OF LAND
 MQ0399'MANAGEMENT.
 MQ0399'
 MQ0399'TO REACH THE STATION FROM THE POST OFFICE IN GREEN RIVER, GO WEST
 MQ0399'ON U.S. HIGHWAY 30 FOR 0.25 MILE TO THE JUNCTION WITH STATE
 MQ0399'HIGHWAY 530.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 530 FOR 5.0
 MQ0399'MILES TO A MIRCOWAVE TOWER AND BUILDING ON THE LEFT.  CONTINUE
 MQ0399'SOUTHERLY ON STATE HIGHWAY 530 FOR 1.0 MILE TO THE AZIMUTH
 MQ0399'MARK ON THE RIGHT, WEST SIDE OF THE HIGHWAY.  CONTINUE SOUTHERLY
 MQ0399'1.3 MILES TO A REVERSE FORK ON THE LEFT.  TURN LEFT AND GO
 MQ0399'NORTHEAST ON A DIRT ROAD 0.2 MILE TO A FORK.  KEEP LEFT, GO
 MQ0399'EASTERLY UPHILL 0.05 MILE TO A FENCELINE.  (WIRE ON POSTS
 MQ0399'MUST BE LOWERED).  PASS THROUGH, GO EASTERLY UPHILL ON DIM TRACK
 MQ0399'ROAD 0.1 MILE TO BENCH MARK V 17 ON THE LEFT.  CONTINUE 0.05
 MQ0399'EAST, TURN LEFT AND GO NORTHERLY ACROSS AIRSTRIP 0.05 MILE TO
 MQ0399'NORTH EDGE OF AIRSTRIP, TURN RIGHT, GO EAST ALONG NORTH
 MQ0399'EDGE OF AIRSTRIP FOR 0.05 MILE TO THE STATION ON THE LEFT.
 MQ0399'
 MQ0399'THE STATION MARK IS A STANDARD DISK STAMPED RIDGE 1962, SET IN THE
 MQ0399'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 MQ0399'INCHES.  IT IS 65.5 FEET NORTH OF THE NORTH EDGE OF THE AIRSTRIP,
 MQ0399'AND 8.0 FEET NORTH-NORTHEAST OF A WITNESS POST.
 MQ0399'
 MQ0399'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RIDGE NO 1 1962, SET IN
 MQ0399'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 MQ0399'GROUND.  IT IS 81.5 FEET SOUTH OF A FENCE, 45.0 FEET
 MQ0399'NORTH-NORTHWEST OF A WITNESS POST, AND ABOUT THE SAME ELEVATION AS
 MQ0399'THE STATION.
 MQ0399'
 MQ0399'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 MQ0399'STAMPED, DIVIDE 1955, SET IN THE TOP OF A 6X6 SQUARE CONCRETE
 MQ0399'MONUMENT THAT PROJECTS 1.0 FOOT.  IT IS 53.3 FEET EAST-SOUTHEAST OF
 MQ0399'A WITNESS POST, 36.5 FEET NORTH OF THE NORTH EDGE OF THE AIRSTRIP,
 MQ0399'AND ABOUT THE SAME ELEVATION AS THE STATION.  DESC.
 MQ0399'
 MQ0399'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RIDGE 1962, SET IN THE
 MQ0399'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 MQ0399'INCHES.  IT IS 99.0 FEET WEST OF CENTER OF THE HIGHWAY, 3.0 FEET
 MQ0399'WEST-NORTHWEST OF A WITNESS POST, AND 2.8 FEET EAST OF A OF A
 MQ0399'CONCRETE HIGHWAY RIGHT-OF-WAY MARK.
 MQ0399'
 MQ0399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 MQ0399'5 MILES SOUTH OF GREEN RIVER.
 MQ0399
 MQ0399                          STATION RECOVERY (1984)
 MQ0399
 MQ0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0399'9.5 KM (5.9 MI) SW FROM GREEN RIVER.
 MQ0399'9.5 KM (5.9 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0399'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0399'IN GREEN RIVER, 203.0 M (666.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 MQ0399'HIGHWAY, 41.5 M (136.2 FT) NORTHWEST OF THE CENTER OF A LANDING STRIP,
 MQ0399'AND 36.0 M (118.1 FT) SOUTHEAST OF A FENCE.
 MQ0399'THE MARK IS 2.6 METERS  N FROM  A WITNESS POST
 MQ0399'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
 MQ0399
 MQ0399                          STATION RECOVERY (1992)
 MQ0399
 MQ0399'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 MQ0399'THE STATION WAS RECOVERED IN GOOD CONDITION. AZIMUTH MARK AND RMS WERE
 MQ0399'NOT SEARCHED FOR.
 MQ0399
 MQ0399                          STATION RECOVERY (1993)
 MQ0399
 MQ0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MQ0399'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 MQ0399'OTHER MARKS WERE NOT SEARCHED FOR. STATION IS LOCATED ABOUT 8 KM (4.95
 MQ0399'MI) SOUTH-SOUTHWEST OF GREEN RIVER, 0.5 KM (0.30 MI) SOUTHEAST OF
 MQ0399'STATE HIGHWAY 530, AT THE ABANDONED AIRPORT, BETWEEN THE RUNWAY AND A
 MQ0399'PERIMETER FENCELINE, ON LOCAL HIGH GROUND, IN THE NORTHWEST 1/4 OF
 MQ0399'SECTION 16, T 17 N, R 107 W.  OWNERSHIP--UNKNOWN. TO REACH FROM THE
 MQ0399'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAYS 80, 80 BUSINESS, US
 MQ0399'HIGHWAY 30 AND STATE HIGHWAY 580 (EXIT 91) ON THE EAST SIDE OF GREEN
 MQ0399'RIVER, GO SOUTHWEST ON HIGHWAYS 80 BUSINESS, 30 AND 530 FOR 1.58 KM
 MQ0399'(1.00 MI) TO A CROSS STREET.  TURN RIGHT, NORTH, EAST, THEN SOUTH, ON
 MQ0399'HIGHWAY 530 (CROSSING OVER RAILROAD YARDS) FOR 8.71 KM (5.40 MI) TO A
 MQ0399'GRADED CROSSROAD (COUNTY ROAD 37 ON RIGHT) AT TOP OF LONG GRADE.  TURN
 MQ0399'LEFT, SOUTHEAST, ON ROAD FOR 0.47 KM (0.30 MI) TO A FENCE GAP AND
 MQ0399'TRACK ROAD RIGHT.  TURN RIGHT, SOUTHWEST, ALONG NORTHWEST SIDE OF
 MQ0399'FENCE ON TRACK ROAD FOR 0.57 KM (0.35 MI) TO TWO RAILROAD TIE BRACED
 MQ0399'FENCE POSTS.  CONTINUE AHEAD FOR 0.05 KM (0.05 MI) TO THE STATION ON
 MQ0399'THE LEFT, ACROSS THE FENCE. STATION MARK IS A DISK SET IN THE TOP OF A
 MQ0399'30-CM SQUARE CONCRETE POST PROJECTING 6 CM ABOVE GROUND.  IT IS 36.8 M
 MQ0399'(120.7 FT) SOUTHEAST OF THE FENCE, 19.4 M (63.6 FT) NORTHWEST OF THE
 MQ0399'BANK ALONG THE RUNWAY EDGE, AND 2.3 M (7.5 FT) NORTH OF A METAL
 MQ0399'WITNESS POST. DESCRIBED BY G.R.HEID
 MQ0399
 MQ0399                          STATION RECOVERY (1999)
 MQ0399
 MQ0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MQ0399'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 MQ0399'CONDITION, NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 8.0
 MQ0399'KM (4.95 MI) SOUTH-SOUTHWEST OF GREEN RIVER, ABOUT 0.72 KM (0.45 MI)
 MQ0399'SOUTHEAST OF THE JUNCTION OF COUNTY HIGHWAYS 530 AND 37, ON THE
 MQ0399'NORTHWEST SIDE OF A DIRT RUNWAY (NOT NAMED) , OWNED BY BUREAU OF LAND
 MQ0399'MANAGEMENT) AND ABOUT 152.4 M (500.0 FT) NORTH-NORTHEAST OF THE
 MQ0399'SOUTHWEST END OF THE RUNWAY.  OWNERSHIP--BUREAU OF LAND MANAGEMENT. TO
 MQ0399'REACH THE STATION FROM THE UNDERPASS OF THE JUNCTION OF INTERSTATE
 MQ0399'HIGHWAY 80 (EXIT 91) AND US BUSINESS ROUTES 80 AND 30 ON THE NORTH
 MQ0399'SIDE OF GREEN RIVER, FROM THE CENTER OF THE UNDERPASS GO SOUTHWEST ON
 MQ0399'BUSINESS ROUTES 30 AND 80 FOR 1.13 KM (0.70 MI) TO THE JUNCTION OF
 MQ0399'COUNTY HIGHWAY 530 ON THE RIGHT (AT A TRAFFIC LIGHT WITH OVERHEAD
 MQ0399'SIGN--FLAMING GORGE NATL REC AREA) , TURN RIGHT, NORTH AND THEN LOOP
 MQ0399'SOUTHERLY ON COUNTY HIGHWAY 530 FOR 8.77 KM (5.45 MI) TO COUNTY ROAD
 MQ0399'37 ON THE RIGHT AND A DIRT ROAD ON THE LEFT WITH A SIGN--AIRPORT, TURN
 MQ0399'LEFT, SOUTHEAST ON THE DIRT ROAD FOR 0.47 KM (0.30 MI) TO AN OPEN GATE
 MQ0399'IN A FENCE LINE, A DIRT ROAD ON THE RIGHT PARALLELING THE NORTHWEST
 MQ0399'SIDE OF THE FENCE AND A ROUGH TRAIL ROAD STRAIGHT AHEAD LEADING
 MQ0399'SOUTHEAST TO A DIRT RUNWAY, PASS THROUGH THE FENCE AND CONTINUE
 MQ0399'STRAIGHT AHEAD SOUTHEAST ON THE TRAIL ROAD FOR 0.08 KM (0.05 MI) TO
 MQ0399'THE RUNWAY AND A DIRT TAXIWAY ALONG THE NORTHWEST SIDE OF THE RUNWAY,
 MQ0399'TURN RIGHT, SOUTHWEST ON THE DIRT TAXIWAY AND GO 0.56 KM (0.35 MI) TO
 MQ0399'A SIGN--RUNWAY DROP OFF 500-FT, BEAR RIGHT, WESTERLY UP THE BANK OF
 MQ0399'THE SAGE BRUSH RANGE FOR ABOUT 22.86 M (75.00 FT) TO THE STATION NEAR
 MQ0399'A METAL AND FIBERGLASS WITNESS POSTS.  THE STATION IS A CGS
 MQ0399'TRIANGULATION DISK SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 MQ0399'PROJECTING ABOUT 6 CM ABOVE THE GROUND.  LOCATED 36.8 M (120.7 FT)
 MQ0399'SOUTHEAST OF A BARBED WIRE FENCE, 21.34 M (70.01 FT) WEST-NORTHWEST OF
 MQ0399'THE SIGN--RUNWAY DROP OFF 500-FT, 19.4 M (63.6 FT) NORTHWEST OF THE
 MQ0399'NORTHWEST BANK OF THE RUNWAY, 2.44 M (8.01 FT) NORTH OF A METAL
 MQ0399'WITNESS POST AND 0.9 M (3.0 FT) EAST OF A WYDOT FIBERGLASS WITNESS
 MQ0399'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0478 ***********************************************************************
 MQ0478  DESIGNATION -  RIDGE
 MQ0478  PID         -  MQ0478
 MQ0478  STATE/COUNTY-  WY/SWEETWATER
 MQ0478  USGS QUAD   -  CLAY BUTTES SE (1968)
 MQ0478
 MQ0478                         *CURRENT SURVEY CONTROL
 MQ0478  ___________________________________________________________________
 MQ0478* NAD 83(1993)-  41 47 12.78039(N)    109 18 17.20552(W)     ADJUSTED  
 MQ0478* NAVD 88     -      2272.     (meters)    7454.     (feet)  VERTCON   
 MQ0478  ___________________________________________________________________
 MQ0478  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 MQ0478  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 MQ0478
 MQ0478  HORZ ORDER  -  THIRD
 MQ0478
 MQ0478.The horizontal coordinates were established by classical geodetic methods
 MQ0478.and adjusted by the National Geodetic Survey in January 1997..
 MQ0478
 MQ0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0478
 MQ0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0478
 MQ0478.The geoid height was determined by GEOID03.
 MQ0478
 MQ0478;                    North         East     Units Scale Factor Converg.
 MQ0478;SPC WYWC     -   143,056.852   553,885.864   MT  0.99996366   -0 22 10.9
 MQ0478;UTM  12      - 4,627,503.414   640,863.963   MT  0.99984418   +1 07 47.3
 MQ0478
 MQ0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0478!SPC WYWC     -   0.99964595  x   0.99996366  =   0.99960963
 MQ0478!UTM  12      -   0.99964595  x   0.99984418  =   0.99949019
 MQ0478
 MQ0478:                Primary Azimuth Mark                     Grid Az
 MQ0478:SPC WYWC     -  PILOT RESET                              194 15 18.8
 MQ0478:UTM  12      -  PILOT RESET                              192 45 20.6
 MQ0478
 MQ0478|---------------------------------------------------------------------|
 MQ0478| PID    Reference Object                     Distance      Geod. Az  |
 MQ0478|                                                           dddmmss.s |
 MQ0478| MQ0466 PILOT RESET                         APPROX.16.4 KM 1935307.9 |
 MQ0478|---------------------------------------------------------------------|
 MQ0478
 MQ0478                          SUPERSEDED SURVEY CONTROL
 MQ0478
 MQ0478  NAD 83(1986)-  41 47 12.77193(N)    109 18 17.19985(W) AD(       ) 3
 MQ0478  NAD 27      -  41 47 12.89330(N)    109 18 14.73018(W) AD(       ) 3
 MQ0478  NGVD 29 (07/19/86) 2271.     (m)         7451.     (f) VERT ANG       
 MQ0478
 MQ0478.Superseded values are not recommended for survey control.
 MQ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0478.See file dsdata.txt to determine how the superseded data were derived.
 MQ0478
 MQ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM4086427503(NAD 83)
 MQ0478_MARKER: DD = SURVEY DISK
 MQ0478_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0478_STAMPING: RIDGE 158 V ABM EL 7450 FT
 MQ0478_MARK LOGO: USGS  
 MQ0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0478+STABILITY: POSITION/ELEVATION WELL
 MQ0478
 MQ0478  HISTORY     - Date     Condition        Report By
 MQ0478  HISTORY     - 1958     MONUMENTED       USGS
 MQ0478  HISTORY     - 1968     GOOD             USGS
 MQ0478  HISTORY     - 19990111 GOOD             WYDT
 MQ0478
 MQ0478                          STATION DESCRIPTION
 MQ0478
 MQ0478'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 MQ0478'LOCATED ABOUT 14.0 MI. (AIRLINE) NW. OF ROCK SPRINGS, WYOMING, AND
 MQ0478'ABOUT 2.0 MI. (AIRLINE) NE. OF HIGHWAY NO. 187.  ON THE THIRD TOP
 MQ0478'FROM THE S. OF A PROMINENT N-S. RIDGE.
 MQ0478'
 MQ0478'TO REACH FROM INTERSECTION OF U.S. HIGHWAYS NO. 30 AND 187 AT ROCK
 MQ0478'SPRINGS, WYOMING, GO N. ON HIGHWAY NO. 187 16.7 MI. TO A TRACK RD. E.,
 MQ0478'TURN RIGHT (E.), GO 1.6 MI. TO A ROUND TOP AND STATION MARK.
 MQ0478'
 MQ0478'RECOVERED BY USGS IN 1968.
 MQ0478'
 MQ0478'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK OUTCROP, STAMPED
 MQ0478'---RIDGE 1958 VABM EL. 7450 FT.---.
 MQ0478
 MQ0478                          STATION RECOVERY (1999)
 MQ0478
 MQ0478'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0478'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0478'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0208 ***********************************************************************
 NS0208  DESIGNATION -  RIDGE
 NS0208  PID         -  NS0208
 NS0208  STATE/COUNTY-  WY/FREMONT
 NS0208  USGS QUAD   -  RADIUM SPRINGS (1978)
 NS0208
 NS0208                         *CURRENT SURVEY CONTROL
 NS0208  ___________________________________________________________________
 NS0208* NAD 83(1993)-  42 28 05.33543(N)    108 30 10.06375(W)     ADJUSTED  
 NS0208* NAVD 88     -      2325.84   (+/-2cm)    7630.7    (feet)  VERTCON   
 NS0208  ___________________________________________________________________
 NS0208  LAPLACE CORR-          -7.56  (seconds)                    DEFLEC99
 NS0208  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 NS0208
 NS0208  HORZ ORDER  -  THIRD
 NS0208  VERT ORDER  -  THIRD ? (See Below)
 NS0208
 NS0208.The horizontal coordinates were established by classical geodetic methods
 NS0208.and adjusted by the National Geodetic Survey in January 1997..
 NS0208
 NS0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0208.The vertical order pertains to the NGVD 29 superseded value.
 NS0208
 NS0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0208
 NS0208.The geoid height was determined by GEOID03.
 NS0208
 NS0208;                    North         East     Units Scale Factor Converg.
 NS0208;SPC WYWC     -   218,605.022   620,329.012   MT  0.99994258   +0 10 00.9
 NS0208;UTM  12      - 4,704,778.029   705,295.593   MT  1.00011858   +1 41 11.9
 NS0208
 NS0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0208!SPC WYWC     -   0.99963727  x   0.99994258  =   0.99957987
 NS0208!UTM  12      -   0.99963727  x   1.00011858  =   0.99975581
 NS0208
 NS0208:                Primary Azimuth Mark                     Grid Az
 NS0208:SPC WYWC     -  SWEET                                    118 34 08.6
 NS0208:UTM  12      -  SWEET                                    117 02 57.6
 NS0208
 NS0208|---------------------------------------------------------------------|
 NS0208| PID    Reference Object                     Distance      Geod. Az  |
 NS0208|                                                           dddmmss.s |
 NS0208| NS0204 SWEET                               APPROX. 9.4 KM 1184409.5 |
 NS0208|---------------------------------------------------------------------|
 NS0208
 NS0208                          SUPERSEDED SURVEY CONTROL
 NS0208
 NS0208  NAD 83(1986)-  42 28 05.31992(N)    108 30 10.06444(W) AD(       ) 3
 NS0208  NAD 27      -  42 28 05.47196(N)    108 30 07.67417(W) AD(       ) 3
 NS0208  NGVD 29 (07/19/86) 2324.66   (m)         7626.8    (f) LEVELING    3  
 NS0208
 NS0208.Superseded values are not recommended for survey control.
 NS0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0208.See file dsdata.txt to determine how the superseded data were derived.
 NS0208
 NS0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0529604778(NAD 83)
 NS0208_MARKER: DD = SURVEY DISK
 NS0208_SETTING: 66 = SET IN ROCK OUTCROP
 NS0208
 NS0208  HISTORY     - Date     Condition        Report By
 NS0208  HISTORY     - 1951     MONUMENTED       USGS
 NS0208  HISTORY     - 1953     GOOD             USGS
 NS0208
 NS0208                          STATION DESCRIPTION
 NS0208
 NS0208'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (DGS)
 NS0208'LOCATED ON A TOP, ON THE RIDGE DIVIDING TWIN CREEK VALLEY FROM
 NS0208'SWEETWATER VALLEY, AND ABOUT 4.0 MI. -AIRLINE- N. OF SWEETWATER RIVER,
 NS0208'ON ONE OF THE HIGHEST TOPS, ABOUT 1000 FT. E. OF THE RD. LEADING FROM
 NS0208'U.S.HIGHWAY, VIA ATLANTIC CITY, WYOMING.
 NS0208'
 NS0208'TO REACH FROM INTERSECTION OF U.S.HIGHWAY 28 AND U.S.HIGHWAY 287,7.0
 NS0208'MI. E. OF LANDER, WYOMING, PROCEED E. ON HIGHWAY 287 FOR 26.7 MI. TO A
 NS0208'DIRT RD. S FROM HIGHWAY.  TURN RIGHT -S.- AND PROCEED ON MAIN TRAVELED
 NS0208'RD. 1.0 MI. TO A Y-RD.  TURN RIGHT, GO 3.9 MI. TO A Y-RD.  TURN RIGHT
 NS0208'AND PROCEED 2.9 MI. TO A Y-RD.  TURN LEFT GO 0.9 MI. TO A Y-RD.  TURN
 NS0208'LEFT, GO 0.2 MI. TO A Y-RD.  TURN RIGHT AND GO 1.1 MI. TO A CROSSROAD.
 NS0208'PROCEED S. 1.8 MI. TO A RESERVOIR AND DIM RD. E. CONTINUE 1.2 MI. TO A
 NS0208'Y-RD.  CONTINUE S. 1.8 MI. TO A RESERVOIR.  CONTINUE 0.5 MI. TO A Y-RD
 NS0208'TURN RIGHT, GO 0.9 MI. TO TOP OF RIDGE.  THENCE CROSS-COUNTRY -E.-,
 NS0208'1000 FT. TO STATION SITE.
 NS0208'
 NS0208'NOTE - THIS IS THE RD. FROM U.S. HIGHWAY 287 TO U.S. HIGHWAY 28
 NS0208'VIA SWEETWATER VALLEY AND ATLANTIC CITY, WYOMING.
 NS0208'
 NS0208'STATION MARK - STANDARD TABLET CEMENTED IN SOLID ROCK OUTCROP, STAMPED
 NS0208'--- RIDGE 1951-7627.--
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0243 ***********************************************************************
 NS0243  DESIGNATION -  RIDGE
 NS0243  PID         -  NS0243
 NS0243  STATE/COUNTY-  WY/FREMONT
 NS0243  USGS QUAD   -  LANDER (1978)
 NS0243
 NS0243                         *CURRENT SURVEY CONTROL
 NS0243  ___________________________________________________________________
 NS0243* NAD 83(1993)-  42 48 05.05526(N)    108 38 49.62255(W)     ADJUSTED  
 NS0243* NAVD 88     -      1696.5    (meters)    5566.     (feet)  VERTCON   
 NS0243  ___________________________________________________________________
 NS0243  LAPLACE CORR-         -12.74  (seconds)                    DEFLEC99
 NS0243  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 NS0243
 NS0243  HORZ ORDER  -  THIRD
 NS0243
 NS0243.The horizontal coordinates were established by classical geodetic methods
 NS0243.and adjusted by the National Geodetic Survey in January 1997..
 NS0243
 NS0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0243
 NS0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0243
 NS0243.The geoid height was determined by GEOID03.
 NS0243
 NS0243;                    North         East     Units Scale Factor Converg.
 NS0243;SPC WYWC     -   255,598.129   608,415.591   MT  0.99993837   +0 04 11.7
 NS0243;UTM  12      - 4,741,446.459   692,400.313   MT  1.00005544   +1 35 57.0
 NS0243
 NS0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0243!SPC WYWC     -   0.99973594  x   0.99993837  =   0.99967433
 NS0243!UTM  12      -   0.99973594  x   1.00005544  =   0.99979137
 NS0243
 NS0243:                Primary Azimuth Mark                     Grid Az
 NS0243:SPC WYWC     -  POPO                                     169 13 19.9
 NS0243:UTM  12      -  POPO                                     167 41 34.6
 NS0243
 NS0243|---------------------------------------------------------------------|
 NS0243| PID    Reference Object                     Distance      Geod. Az  |
 NS0243|                                                           dddmmss.s |
 NS0243| NS0241 POPO                                APPROX. 5.0 KM 1691731.6 |
 NS0243|---------------------------------------------------------------------|
 NS0243
 NS0243                          SUPERSEDED SURVEY CONTROL
 NS0243
 NS0243  NAD 83(1986)-  42 48 05.03967(N)    108 38 49.62552(W) AD(       ) 3
 NS0243  NAD 27      -  42 48 05.18983(N)    108 38 47.19174(W) AD(       ) 3
 NS0243  NGVD 29 (07/19/86) 1695.5    (m)         5563.     (f) VERT ANG       
 NS0243
 NS0243.Superseded values are not recommended for survey control.
 NS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0243.See file dsdata.txt to determine how the superseded data were derived.
 NS0243
 NS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9240041446(NAD 83)
 NS0243_MARKER: DD = SURVEY DISK
 NS0243_SETTING: 0 = UNSPECIFIED SETTING
 NS0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0243
 NS0243  HISTORY     - Date     Condition        Report By
 NS0243  HISTORY     - 1950     MONUMENTED       USGS
 NS0243
 NS0243                          STATION DESCRIPTION
 NS0243
 NS0243'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0243'STATION IS LOCATED ABOUT 6 MI. E. AND 1 MI. S OF TOWN OF LANDER,
 NS0243'WYOMING, IN SE.1/4 SEC.26 T.33 N.,R.99 W. ON N-S. RIDGE RISING S.
 NS0243'FROM LITTLE POPO AGIE RIVER.
 NS0243'
 NS0243'TO REACH FROM RIDGE AT E. END OF MAIN ST AT LANDER, WYOMING, FOLLOW
 NS0243'WYOMING STATE HIGHWAY 305 N. AND AT 6.4 MI. TURN RIGHT S. ON DIRT RD.
 NS0243'PROCEED ALONG THIS RD. FOR 1.4 MI. TO T-INTERSECTION.
 NS0243'TURN LEFT AND CONTINUE FOR 1.0 MI. TO FORK.  TAKE LEFT FORK AND AT 0.1
 NS0243'MI. MAKE SHARP RIGHT TURN ONTO DIM RD. WHICH RUNS ALONG IRRIGATION
 NS0243'DITCH.  AT 0.9 MI. TAKE LEFT FORK AND 0.2 MI. FURTHER TAKE RIGHT FORK.
 NS0243'PROCEED FOR 3.0 MI. TO INTERSECTING RD.   TURN RIGHT AND FOLLOW RD.FOR
 NS0243'0.3 MI. TO GRASS CLEARING.  DRIVE DIRECTLY ACROSS CLEARING WHICH IS
 NS0243'0.1 MI. WIDE.  FROM THIS POINT CAN BE SEEN A LOW ROCKY RIDGE ABOUT
 NS0243'1 MI. TO THE W. WITH ANOTHER RIDGE RUNNING PARALLEL TO IT.  BOTH THESE
 NS0243'RIDGES RUN IN A N-S. DIRECTION.  STATION IS LOCATED ON THE SECOND
 NS0243'RIDGE ABOUT 3/4 OF THE DISTANCE FROM THE N. -LOWER- END TO THE S. END.
 NS0243'TO REACH STATION BY JEEP IT IS NECESSARY TO DRIVE AROUND THE N. END
 NS0243'OF THE ROCKY RIDGE ALONG FENCE LINE TO SMALL WOOD BUILDING ADJACENT
 NS0243'TO CORRAL.  THEN UP S. RIDGE 0.6 MI. THROUGH FENCE TO STATION.
 NS0243'
 NS0243'STATION MARK - STANDARD TABLET IN CONCRETE POST PROTRUDING 10 IN.
 NS0243'ABOVE GROUND AND STAMPED ---WR-RIDGE---,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0610 ***********************************************************************
 NQ0610  DESIGNATION -  RIDGE
 NQ0610  PID         -  NQ0610
 NQ0610  STATE/COUNTY-  WY/PLATTE
 NQ0610  USGS QUAD   -  HIGHTOWER SW (1992)
 NQ0610
 NQ0610                         *CURRENT SURVEY CONTROL
 NQ0610  ___________________________________________________________________
 NQ0610* NAD 83(1993)-  42 07 14.40276(N)    105 14 37.96861(W)     ADJUSTED  
 NQ0610* NAVD 88     -      1709.2    (meters)    5608.     (feet)  VERTCON   
 NQ0610  ___________________________________________________________________
 NQ0610  LAPLACE CORR-         -16.03  (seconds)                    DEFLEC99
 NQ0610  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 NQ0610
 NQ0610  HORZ ORDER  -  THIRD
 NQ0610
 NQ0610.The horizontal coordinates were established by classical geodetic methods
 NQ0610.and adjusted by the National Geodetic Survey in January 1997..
 NQ0610
 NQ0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0610
 NQ0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0610
 NQ0610.The geoid height was determined by GEOID03.
 NQ0610
 NQ0610;                    North         East     Units Scale Factor Converg.
 NQ0610;SPC WY E     -   179,982.834   193,615.302   MT  0.99993800   -0 03 06.4
 NQ0610;UTM  13      - 4,663,202.709   479,840.622   MT  0.99960500   -0 09 48.9
 NQ0610
 NQ0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0610!SPC WY E     -   0.99973399  x   0.99993800  =   0.99967201
 NQ0610!UTM  13      -   0.99973399  x   0.99960500  =   0.99933910
 NQ0610
 NQ0610:                Primary Azimuth Mark                     Grid Az
 NQ0610:SPC WY E     -  NOTCH                                    218 19 44.2
 NQ0610:UTM  13      -  NOTCH                                    218 26 26.7
 NQ0610
 NQ0610|---------------------------------------------------------------------|
 NQ0610| PID    Reference Object                     Distance      Geod. Az  |
 NQ0610|                                                           dddmmss.s |
 NQ0610| NQ0613 NOTCH                               APPROX.11.5 KM 2181637.8 |
 NQ0610|---------------------------------------------------------------------|
 NQ0610
 NQ0610                          SUPERSEDED SURVEY CONTROL
 NQ0610
 NQ0610  NAD 83(1986)-  42 07 14.38477(N)    105 14 37.96120(W) AD(       ) 3
 NQ0610  NAD 27      -  42 07 14.49460(N)    105 14 36.02461(W) AD(       ) 3
 NQ0610  NGVD 29 (07/19/86) 1708.4    (m)         5605.     (f) VERT ANG       
 NQ0610
 NQ0610.Superseded values are not recommended for survey control.
 NQ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0610.See file dsdata.txt to determine how the superseded data were derived.
 NQ0610
 NQ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG7984163203(NAD 83)
 NQ0610_MARKER: DD = SURVEY DISK
 NQ0610_SETTING: 0 = UNSPECIFIED SETTING
 NQ0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0610
 NQ0610  HISTORY     - Date     Condition        Report By
 NQ0610  HISTORY     - 1951     MONUMENTED       USGS
 NQ0610
 NQ0610                          STATION DESCRIPTION
 NQ0610
 NQ0610'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NQ0610'STATION LOCATED ON TOP OF ROCKY RIDGE, APPROXIMATELY 18 MI. W. AND 6
 NQ0610'MI. N. OF WHEATLAND.
 NQ0610'
 NQ0610'TO REACH FROM WHEATLAND, PROCEED W. FROM INTERSECTION OF U.S. HIGHWAY
 NQ0610'87 AND OAK STREET ON OILED MARKET RD. 4.5 MI. TO T-INTERSECTION, TURN
 NQ0610'N. AT INTERSECTION AND FOLLOW RD. 7.7 MI. TO FORK, TAKE LEFT FORK
 NQ0610'TOWARD SOMMERS RANCH 1.0 MI. TO ANOTHER FORK, TAKE RIGHT FORK TOWARD
 NQ0610'SOMMERS RANCH 3.6 MI. TO ANOTHER FORK IN RD., TAKE LEFT FORK 1.4 MI.
 NQ0610'TO POINT WHERE DIM RD. FROM NW. ENTERS PRESENT RD., TAKE DIM RD. 1.6
 NQ0610'TO CABIN AT END OF RD.  STATION LIES APPROXIMATELY 0.4 MI. N. ON
 NQ0610'HIGHEST POINT OF ROCKY RIDGE, APPROXIMATELY 20 MINUTES WALKING TIME.
 NQ0610'
 NQ0610'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---JSC-RIDGE 1951---,
 NQ0610'SET IN ROCK, TABLET COVERED BY SMALL ROCK CAIRN.
 NQ0610'
 NQ0610'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0398 ***********************************************************************
 MQ0398  DESIGNATION -  RIDGE AZ MK
 MQ0398  PID         -  MQ0398
 MQ0398  STATE/COUNTY-  WY/SWEETWATER
 MQ0398  USGS QUAD   -  WHALEN BUTTE (1996)
 MQ0398
 MQ0398                         *CURRENT SURVEY CONTROL
 MQ0398  ___________________________________________________________________
 MQ0398* NAD 83(1986)-  41 27 56.     (N)    109 29 28.     (W)     SCALED    
 MQ0398* NAVD 88     -      2174.603  (meters)    7134.51   (feet)  ADJUSTED  
 MQ0398  ___________________________________________________________________
 MQ0398  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 MQ0398  DYNAMIC HT  -        2172.682 (meters)    7128.21  (feet)  COMP
 MQ0398  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 MQ0398
 MQ0398  VERT ORDER  -  FIRST     CLASS II
 MQ0398
 MQ0398.The horizontal coordinates were scaled from a topographic map and have
 MQ0398.an estimated accuracy of +/- 6 seconds.
 MQ0398
 MQ0398.The orthometric height was determined by differential leveling
 MQ0398.and adjusted by the National Geodetic Survey in June 1991..
 MQ0398
 MQ0398.The geoid height was determined by GEOID03.
 MQ0398
 MQ0398.The dynamic height is computed by dividing the NAVD 88
 MQ0398.geopotential number by the normal gravity value computed on the
 MQ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0398.degrees latitude (g = 980.6199 gals.).
 MQ0398
 MQ0398.The modeled gravity was interpolated from observed gravity values.
 MQ0398
 MQ0398;                    North         East    Units  Estimated Accuracy
 MQ0398;SPC WYWC     -   107,490.      538,090.      MT  (+/- 180 meters Scaled)
 MQ0398
 MQ0398                          SUPERSEDED SURVEY CONTROL
 MQ0398
 MQ0398.No superseded survey control is available for this station.
 MQ0398
 MQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL260915(NAD 83)
 MQ0398_MARKER: DZ = AZIMUTH MARK DISK
 MQ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0398_SP_SET: CONCRETE POST
 MQ0398_STAMPING: RIDGE 1962
 MQ0398_MARK LOGO: CGS   
 MQ0398_PROJECTION: PROJECTING 15 CENTIMETERS
 MQ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0398+STABILITY: SURFACE MOTION
 MQ0398
 MQ0398  HISTORY     - Date     Condition        Report By
 MQ0398  HISTORY     - 1962     MONUMENTED       CGS
 MQ0398  HISTORY     - 1984     GOOD             NGS
 MQ0398
 MQ0398                          STATION DESCRIPTION
 MQ0398
 MQ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0398'8.1 KM (5.05 MI) SW FROM GREEN RIVER.
 MQ0398'8.1 KM (5.05 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0398'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0398'IN GREEN RIVER, 148.0 M (486.0 FT) SOUTHWEST OF BENCH MARK B 348, 29.7
 MQ0398'M (97.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.5 M
 MQ0398'(96.8 FT) EAST OF THE NORTHEAST END OF A METAL SNOW FENCE, AND 0.8 M
 MQ0398'(2.6 FT) EAST OF HIGHWAY RIGHT-OF-WAY MARKER PC 308+926.
 MQ0398'THE MARK IS 0.9 METERS  W FROM  A WITNESS POST
 MQ0398'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0334 ***********************************************************************
 OV0334  DESIGNATION -  RIG
 OV0334  PID         -  OV0334
 OV0334  STATE/COUNTY-  WY/JOHNSON
 OV0334  USGS QUAD   -  DUGOUT RANCH (1973)
 OV0334
 OV0334                         *CURRENT SURVEY CONTROL
 OV0334  ___________________________________________________________________
 OV0334* NAD 83(1993)-  43 37 12.78295(N)    106 24 56.51191(W)     ADJUSTED  
 OV0334* NAVD 88     -      1488.0    (meters)    4882.     (feet)  VERTCON   
 OV0334  ___________________________________________________________________
 OV0334  LAPLACE CORR-          -8.26  (seconds)                    DEFLEC99
 OV0334  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 OV0334  OBS GRAVITY -     980,036.6   (mgal)                       GRAV_OBS
 OV0334
 OV0334  HORZ ORDER  -  THIRD
 OV0334  VERT ORDER  -  THIRD ? (See Below)
 OV0334
 OV0334.The horizontal coordinates were established by classical geodetic methods
 OV0334.and adjusted by the National Geodetic Survey in January 1997..
 OV0334
 OV0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0334.The vertical order pertains to the NGVD 29 superseded value.
 OV0334
 OV0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0334
 OV0334.The geoid height was determined by GEOID03.
 OV0334.The observed gravity was obtained from relative gravimeter ties
 OV0334.to the IGSN71 gravity network.
 OV0334
 OV0334;                    North         East     Units Scale Factor Converg.
 OV0334;SPC WYEC     -   446,964.055   474,063.434   MT  1.00000495   +0 37 59.1
 OV0334;UTM  13      - 4,830,666.268   385,775.620   MT  0.99976048   -0 58 36.3
 OV0334
 OV0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0334!SPC WYEC     -   0.99976887  x   1.00000495  =   0.99977382
 OV0334!UTM  13      -   0.99976887  x   0.99976048  =   0.99952940
 OV0334
 OV0334:                Primary Azimuth Mark                     Grid Az
 OV0334:SPC WYEC     -  CONE                                     078 24 26.9
 OV0334:UTM  13      -  CONE                                     080 01 02.3
 OV0334
 OV0334|---------------------------------------------------------------------|
 OV0334| PID    Reference Object                     Distance      Geod. Az  |
 OV0334|                                                           dddmmss.s |
 OV0334| OV0332 CONE                                APPROX. 6.8 KM 0790226.0 |
 OV0334|---------------------------------------------------------------------|
 OV0334
 OV0334                          SUPERSEDED SURVEY CONTROL
 OV0334
 OV0334  NAD 83(1986)-  43 37 12.76458(N)    106 24 56.48574(W) AD(       ) 3
 OV0334  NAD 27      -  43 37 12.86167(N)    106 24 54.37181(W) AD(       ) 3
 OV0334  NGVD 29 (07/19/86) 1487.2    (m)         4879.     (f) LEVELING    3  
 OV0334
 OV0334.Superseded values are not recommended for survey control.
 OV0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0334.See file dsdata.txt to determine how the superseded data were derived.
 OV0334
 OV0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ8577630666(NAD 83)
 OV0334_MARKER: DD = SURVEY DISK
 OV0334_SETTING: 66 = SET IN ROCK OUTCROP
 OV0334_SP_SET: SET IN ROCK OUTCROP
 OV0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0334+STABILITY: POSITION/ELEVATION WELL
 OV0334
 OV0334  HISTORY     - Date     Condition        Report By
 OV0334  HISTORY     - 1958     MONUMENTED       USGS
 OV0334
 OV0334                          STATION DESCRIPTION
 OV0334
 OV0334'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0334'STATION IS LOCATED ABOUT 13.0 MI. AIR SE. OF KAYCEE AND ABOUT 11.5 MI.
 OV0334'AIR W. OF LINCH, WYOMING.
 OV0334'
 OV0334'TO REACH STATION FROM LINCH POST OFFICE, GO ONE BLOCK S., THENCE 10.8
 OV0334'MI. W. ALONG MAIN TRAVELED GRADED RD. TO BRIDGE OVER SALT CREEK,
 OV0334'CONTINUE ON MAIN TRAVELED RD. 1.8 MI. TO A T-RD. N. TAKE LEFT FORK W.
 OV0334'1.0 MI. TO A PIPE LINE CROSSING RD. FOLLOW THE PIPELINE SW. 0.5 MI. TO
 OV0334'TOP OF RIDGE, THENCE 0.15 MI. CROSS COUNTRY TO HIGH HILL AND STATION
 OV0334'SITE.
 OV0334'
 OV0334'STATION MARK - STANDARD TABLET SET IN A ROCK OUTCROP, STAMPED ---RIG
 OV0334'1958---.
 OV0334'
 OV0334'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0993 ***********************************************************************
 MO0993  DESIGNATION -  RIGGS
 MO0993  PID         -  MO0993
 MO0993  STATE/COUNTY-  WY/GOSHEN
 MO0993  USGS QUAD   -  HUNTLEY (1990)
 MO0993
 MO0993                         *CURRENT SURVEY CONTROL
 MO0993  ___________________________________________________________________
 MO0993* NAD 83(1993)-  41 54 18.85081(N)    104 09 52.37374(W)     ADJUSTED  
 MO0993* NAVD 88     -      1313.     (meters)    4308.     (feet)  SCALED    
 MO0993  ___________________________________________________________________
 MO0993  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 MO0993  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 MO0993
 MO0993  HORZ ORDER  -  SECOND
 MO0993
 MO0993.The horizontal coordinates were established by classical geodetic methods
 MO0993.and adjusted by the National Geodetic Survey in January 1997..
 MO0993
 MO0993.The orthometric height was scaled from a topographic map.
 MO0993
 MO0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0993
 MO0993.The geoid height was determined by GEOID03.
 MO0993
 MO0993;                    North         East     Units Scale Factor Converg.
 MO0993;SPC WY E     -   156,538.414   283,144.613   MT  1.00002254   +0 40 09.7
 MO0993;SPC NE       -   238,353.587   154,695.712   MT  0.99968284   -2 45 35.4
 MO0993;UTM  13      - 4,639,592.243   569,292.957   MT  0.99965908   +0 33 28.9
 MO0993
 MO0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0993!SPC WY E     -   0.99979693  x   1.00002254  =   0.99981946
 MO0993!SPC NE       -   0.99979693  x   0.99968284  =   0.99947983
 MO0993!UTM  13      -   0.99979693  x   0.99965908  =   0.99945608
 MO0993
 MO0993|---------------------------------------------------------------------|
 MO0993| PID    Reference Object                     Distance      Geod. Az  |
 MO0993|                                                           dddmmss.s |
 MO0993| CQ4784 RIGGS RM 1                           16.793 METERS 04551     |
 MO0993| CQ4785 RIGGS RM 2                           16.777 METERS 26740     |
 MO0993| CQ4783 RIGGS AZ MK                                        3010924.4 |
 MO0993|---------------------------------------------------------------------|
 MO0993
 MO0993                          SUPERSEDED SURVEY CONTROL
 MO0993
 MO0993  NAD 83(1986)-  41 54 18.83636(N)    104 09 52.37967(W) AD(       ) 2
 MO0993  NAD 27      -  41 54 18.95710(N)    104 09 50.55330(W) AD(       ) 2
 MO0993
 MO0993.Superseded values are not recommended for survey control.
 MO0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0993.See file dsdata.txt to determine how the superseded data were derived.
 MO0993
 MO0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6929339592(NAD 83)
 MO0993_MARKER: DS = TRIANGULATION STATION DISK
 MO0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0993
 MO0993  HISTORY     - Date     Condition        Report By
 MO0993  HISTORY     - 1963     MONUMENTED       CGS
 MO0993
 MO0993                          STATION DESCRIPTION
 MO0993
 MO0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO0993'THE STATION IS 10-1/2 MILES SOUTH AND 1 MILE EAST OF TORRINGTON,
 MO0993'2 MILES SOUTH AND 3/4 MILE WEST OF HUNTLEY, IN THE SOUTHWEST
 MO0993'QUARTER OF SECTION 2, T 22 N, R 61 W. AND ON PROPERTY OWNED
 MO0993'BY MR. WAYNE RIGGS.
 MO0993'
 MO0993'TO REACH THE STATION FROM THE RAILROAD CROSSING ABOUT 0.1
 MO0993'MILE WEST OF THE DEPOT IN HUNTLEY, GO SOUTH ON STATE HIGHWAY
 MO0993'92 FOR 0.45 MILE TO A Y-ROAD FORK.  BEAR RIGHT AND GO SOUTH
 MO0993'ON A SURFACED ROAD FOR 0.05 MILE TO A CROSSROAD.  CONTINUE
 MO0993'SOUTH ON A GRAVEL ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT
 MO0993'AND GO WEST ON A GRAVEL ROAD FOR 1.0 MILE TO A SECTION LINE
 MO0993'ROAD.  TURN LEFT AND GO SOUTH ON A SECTION LINE ROAD FOR 0.5
 MO0993'MILE TO A WIRE GATE AND THE AZIMUTH MARK ON THE LEFT, EAST
 MO0993'OF THE ROAD.  PASS THROUGH THE GATE, THEN BEAR LEFT AND GO
 MO0993'SOUTHEAST ACROSS RANGE LAND FOR 0.25 MILE TO THE STATION.
 MO0993'
 MO0993'STATION MARKS ARE STANDARD DISKS STAMPED RIGGS 1963.  THE
 MO0993'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO0993'SURFACE OF THE GROUND.  IT IS 3.5 FEET SOUTHWEST OF A METAL
 MO0993'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 MO0993'OF CONCRETE 38 INCHES BELOW THE SURFACE OF THE GROUND.
 MO0993'
 MO0993'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RIGGS NO 1 1963,
 MO0993'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO0993'THE GROUND.  IT IS 52 FEET NORTHEAST OF THE METAL WITNESS POST.
 MO0993'
 MO0993'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RIGGS NO 2 1963,
 MO0993'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO0993'THE GROUND.  IT IS 57 FEET WEST OF THE METAL WITNESS POST.
 MO0993'
 MO0993'AZIMUTH MARK, A STANDARD DISK STAMPED RIGGS 1963, IS SET IN
 MO0993'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 35 FEET
 MO0993'EAST OF THE CENTER OF THE SECTION LINE ROAD, 1 FOOT SOUTH OF
 MO0993'A FENCE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 MO0993'
 MO0993'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MO0993'
 MO0993'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0636 ***********************************************************************
 NT0636  DESIGNATION -  RILEY
 NT0636  PID         -  NT0636
 NT0636  STATE/COUNTY-  WY/SUBLETTE
 NT0636  USGS QUAD   -  PINE GROVE RIDGE (1969)
 NT0636
 NT0636                         *CURRENT SURVEY CONTROL
 NT0636  ___________________________________________________________________
 NT0636* NAD 83(1993)-  42 29 17.73615(N)    110 29 52.91610(W)     ADJUSTED  
 NT0636* NAVD 88     -      2997.     (meters)    9833.     (feet)  SCALED    
 NT0636  ___________________________________________________________________
 NT0636  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 NT0636  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 NT0636
 NT0636  HORZ ORDER  -  THIRD
 NT0636
 NT0636.The horizontal coordinates were established by classical geodetic methods
 NT0636.and adjusted by the National Geodetic Survey in January 1997..
 NT0636
 NT0636.The orthometric height was scaled from a topographic map.
 NT0636
 NT0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0636
 NT0636.The geoid height was determined by GEOID03.
 NT0636
 NT0636;                    North         East     Units Scale Factor Converg.
 NT0636;SPC WY W     -   320,892.623   765,907.887   MT  0.99995179   -0 16 48.4
 NT0636;UTM  12      - 4,704,111.551   541,252.511   MT  0.99962094   +0 20 20.6
 NT0636
 NT0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0636!SPC WY W     -   0.99953206  x   0.99995179  =   0.99948387
 NT0636!UTM  12      -   0.99953206  x   0.99962094  =   0.99915318
 NT0636
 NT0636:                Primary Azimuth Mark                     Grid Az
 NT0636:SPC WY W     -  BALD KNOLL                               173 43 45.4
 NT0636:UTM  12      -  BALD KNOLL                               173 06 36.4
 NT0636
 NT0636|---------------------------------------------------------------------|
 NT0636| PID    Reference Object                     Distance      Geod. Az  |
 NT0636|                                                           dddmmss.s |
 NT0636| NT0635 BALD KNOLL                          APPROX. 9.9 KM 1732657.0 |
 NT0636|---------------------------------------------------------------------|
 NT0636
 NT0636                          SUPERSEDED SURVEY CONTROL
 NT0636
 NT0636  NAD 83(1993)-  42 29 17.73407(N)    110 29 52.91680(W) AD(       ) 3
 NT0636  NAD 83(1986)-  42 29 17.72124(N)    110 29 52.90642(W) AD(       ) 3
 NT0636  NAD 27      -  42 29 17.94981(N)    110 29 50.28129(W) AD(       ) 3
 NT0636
 NT0636.Superseded values are not recommended for survey control.
 NT0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0636.See file dsdata.txt to determine how the superseded data were derived.
 NT0636
 NT0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN4125304112(NAD 83)
 NT0636
 NT0636  HISTORY     - Date     Condition        Report By
 NT0636  HISTORY     - 1934     MONUMENTED       USGS
 NT0636  HISTORY     - 1934     GOOD             USGS
 NT0636
 NT0636                          STATION DESCRIPTION
 NT0636
 NT0636'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 NT0636'RECOVERED AND REDESCRIBED AS FOLLOWS
 NT0636'
 NT0636'FROM THE POST OFFICE AT BIG PINEY, GO E. 0.2 MI. TO U.S. HIGHWAY 189,
 NT0636'TURN S. ON THE HIGHWAY 1.7 MI. TO A BLADED RD. W., GO W. 5.2 MI. TO A
 NT0636'FORK, TAKE RIGHT FORK AND FOLLOW RD. W. 7.2 MI. TO A FORK AT THE EDGE
 NT0636'OF A BENCH, TAKE THE LEFT RD. 2.9 MI. TO A CROSSING OF BEAVER CREEK,
 NT0636'CONTINUE ON UP TRAIL RIDGE 6.5 MI. TO FOREST BOUNDARY FENCE, CONTINUE
 NT0636'THROUGH GATE 0.1 MI. TO TRACK RD. CROSSING, TAKE RIGHT RD. 2.7 MI.
 NT0636'TO THE N. UP RIDGE, ALONG OLD FENCE LINE TO THE HIGH POINT AND THE
 NT0636'MARK.
 NT0636'
 NT0636'STATION MARK--STANDARD TABLET, CEMENTED IN PLACE, AND STAMPED
 NT0636'---RILEY 1934---.
 NT0636'
 NT0636'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK, CEMENTED IN BOULDER
 NT0636'38.28 FT. FROM STATION MARK, N 69 DEG 42 MIN E.
 NT0636'
 NT0636'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK, CEMENTED IN BOULDER
 NT0636'52.15 FT. FROM STATION MARK, N 04 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0108 ***********************************************************************
 NR0108  DESIGNATION -  RIM
 NR0108  PID         -  NR0108
 NR0108  STATE/COUNTY-  WY/NATRONA
 NR0108  USGS QUAD   -  SQUAW SPRING (1992)
 NR0108
 NR0108                         *CURRENT SURVEY CONTROL
 NR0108  ___________________________________________________________________
 NR0108* NAD 83(1986)-  42 26 34.     (N)    106 07 11.     (W)     SCALED    
 NR0108* NAVD 88     -      2352.099  (meters)    7716.84   (feet)  ADJUSTED  
 NR0108  ___________________________________________________________________
 NR0108  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 NR0108  DYNAMIC HT  -        2350.254 (meters)    7710.79  (feet)  COMP
 NR0108  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 NR0108
 NR0108  VERT ORDER  -  SECOND    CLASS 0
 NR0108
 NR0108.The horizontal coordinates were scaled from a topographic map and have
 NR0108.an estimated accuracy of +/- 6 seconds.
 NR0108
 NR0108.The orthometric height was determined by differential leveling
 NR0108.and adjusted by the National Geodetic Survey in June 1991..
 NR0108
 NR0108.The geoid height was determined by GEOID03.
 NR0108
 NR0108.The dynamic height is computed by dividing the NAVD 88
 NR0108.geopotential number by the normal gravity value computed on the
 NR0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0108.degrees latitude (g = 980.6199 gals.).
 NR0108
 NR0108.The modeled gravity was interpolated from observed gravity values.
 NR0108
 NR0108;                    North         East    Units  Estimated Accuracy
 NR0108;SPC WYEC     -   316,470.      499,840.      MT  (+/- 180 meters Scaled)
 NR0108
 NR0108                          SUPERSEDED SURVEY CONTROL
 NR0108
 NR0108  NGVD 29 (??/??/92) 2350.992  (m)         7713.21   (f) ADJ UNCH    2 0
 NR0108
 NR0108.Superseded values are not recommended for survey control.
 NR0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0108.See file dsdata.txt to determine how the superseded data were derived.
 NR0108
 NR0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG079995(NAD 83)
 NR0108_MARKER: DD = SURVEY DISK
 NR0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0108_STAMPING: RIM 1959
 NR0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0108+STABILITY: SURFACE MOTION
 NR0108
 NR0108  HISTORY     - Date     Condition        Report By
 NR0108  HISTORY     - 1959     MONUMENTED       USGS
 NR0108  HISTORY     - 1959     GOOD             NGS
 NR0108
 NR0108                          STATION DESCRIPTION
 NR0108
 NR0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NR0108'43.95 MI N FROM MEDICINE BOW.
 NR0108'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0108'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0108'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0108'ABOUT 24.85 MILES NORTHEAST ALONG A DIRT ROAD, OR ABOUT 14.8 MILES
 NR0108'SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE POSTOFFICE AT
 NR0108'CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT ROAD WHICH IS
 NR0108'THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST ALONG TWO BAR
 NR0108'ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED ROAD, THENCE ABOUT
 NR0108'27.5 MILES SOUTHEAST ALONG A DIRT ROAD, ON THE SOUTH EDGE OF A LONG
 NR0108'FLAT RIDGE, 179 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN SECTION
 NR0108'31, R 77 W, T 29 N, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN
 NR0108'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0468 ***********************************************************************
 NR0468  DESIGNATION -  RIM
 NR0468  PID         -  NR0468
 NR0468  STATE/COUNTY-  WY/FREMONT
 NR0468  USGS QUAD   -  GAS HILLS (1984)
 NR0468
 NR0468                         *CURRENT SURVEY CONTROL
 NR0468  ___________________________________________________________________
 NR0468* NAD 83(1993)-  42 45 12.70372(N)    107 36 23.63227(W)     ADJUSTED  
 NR0468* NAVD 88     -      2267.8    (meters)    7440.     (feet)  VERTCON   
 NR0468  ___________________________________________________________________
 NR0468  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 NR0468  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 NR0468
 NR0468  HORZ ORDER  -  THIRD
 NR0468  VERT ORDER  -  THIRD ? (See Below)
 NR0468
 NR0468.The horizontal coordinates were established by classical geodetic methods
 NR0468.and adjusted by the National Geodetic Survey in January 1997..
 NR0468
 NR0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0468.The vertical order pertains to the NGVD 29 superseded value.
 NR0468
 NR0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0468
 NR0468.The geoid height was determined by GEOID03.
 NR0468
 NR0468;                    North         East     Units Scale Factor Converg.
 NR0468;SPC WYWC     -   250,909.013   693,603.285   MT  1.00004525   +0 46 34.6
 NR0468;UTM  13      - 4,736,740.176   286,690.122   MT  1.00015982   -1 46 12.4
 NR0468
 NR0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0468!SPC WYWC     -   0.99964642  x   1.00004525  =   0.99969166
 NR0468!UTM  13      -   0.99964642  x   1.00015982  =   0.99980619
 NR0468
 NR0468:                Primary Azimuth Mark                     Grid Az
 NR0468:SPC WYWC     -  SIS                                      222 17 56.9
 NR0468:UTM  13      -  SIS                                      224 50 43.9
 NR0468
 NR0468|---------------------------------------------------------------------|
 NR0468| PID    Reference Object                     Distance      Geod. Az  |
 NR0468|                                                           dddmmss.s |
 NR0468| NR0486 SIS                                 APPROX. 9.8 KM 2230431.5 |
 NR0468|---------------------------------------------------------------------|
 NR0468
 NR0468                          SUPERSEDED SURVEY CONTROL
 NR0468
 NR0468  NAD 83(1986)-  42 45 12.69342(N)    107 36 23.63201(W) AD(       ) 3
 NR0468  NAD 27      -  42 45 12.84856(N)    107 36 21.37353(W) AD(       ) 3
 NR0468  NGVD 29 (07/19/86) 2266.7    (m)         7437.     (f) LEVELING    3  
 NR0468
 NR0468.Superseded values are not recommended for survey control.
 NR0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0468.See file dsdata.txt to determine how the superseded data were derived.
 NR0468
 NR0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH8669036740(NAD 83)
 NR0468_MARKER: DD = SURVEY DISK
 NR0468_SETTING: 0 = UNSPECIFIED SETTING
 NR0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0468
 NR0468  HISTORY     - Date     Condition        Report By
 NR0468  HISTORY     - 1950     MONUMENTED       USGS
 NR0468
 NR0468                          STATION DESCRIPTION
 NR0468
 NR0468'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0468'STATION IS LOCATED ABOUT 56 MI. E. AND 5 MI. S. OF LANDER, WYOMING,
 NR0468'ON WHAT IS KNOWN AS BEAVER RIM.  IN SE. 1/4 SEC. 9, T 32 N, R 90 W.
 NR0468'
 NR0468'TO REACH FROM THE STEEL BRIDGE ACROSS THE SWEETWATER RIVER ON HIGHWAY
 NR0468'287, PROCEED EASTERLY ALONG HIGHWAY FOR 26.0 MI. TO GRADED RD. LEFT,
 NR0468'THENCE LEFT ACROSS CATTLEGUARD, CROSS SWEETWATER RIVER 7.9 MI. TO
 NR0468'RANCH, CONTINUE THROUGH RANCH YARD 1.6 MI. TO FORKS, THENCE LEFT 0.1
 NR0468'MI. TO FORKS, THENCE RIGHT 2.0 MI. TO FORKS, THENCE LEFT 1.5 MI. TO
 NR0468'FORKS, THENCE LEFT 2.5 MI. TO FORKS, THENCE RIGHT 6.2 MI. TO
 NR0468'CROSSROAD, THENCE CONTINUE NORTHERLY 2.6 MI. TO SHARP BEND OVER RIM,
 NR0468'TAKE RIGHT FORK ALONG EDGE OF RIM 1.7 MI. TO STATION.
 NR0468'
 NR0468'STATION MARK--A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 NR0468'PROJECTING 4 IN. ABOVE THE GROUND, AND STAMPED ---RIM 1950 7437---.
 NR0468'
 NR0468'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET SET IN THE TOP OF A
 NR0468'CONCRETE POST, AND STAMPED ---RIM NO 1 1950---, DISTANT 101.73 FT.,
 NR0468'N 24 DEG 18 MIN E, FROM STATION.
 NR0468'
 NR0468'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET SET IN THE TOP OF A
 NR0468'CONCRETE POST, AND STAMPED ---RIM NO 2 1950---, DISTANT 64.62 FT.,
 NR0468'N 86 DEG 58 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0335 ***********************************************************************
 OV0335  DESIGNATION -  RIM
 OV0335  PID         -  OV0335
 OV0335  STATE/COUNTY-  WY/JOHNSON
 OV0335  USGS QUAD   -  FIGURE 8 RESERVOIR (1973)
 OV0335
 OV0335                         *CURRENT SURVEY CONTROL
 OV0335  ___________________________________________________________________
 OV0335* NAD 83(1993)-  43 39 34.23888(N)    106 29 48.88282(W)     ADJUSTED  
 OV0335* NAVD 88     -      1479.5    (meters)    4854.     (feet)  VERTCON   
 OV0335  ___________________________________________________________________
 OV0335  LAPLACE CORR-          -8.44  (seconds)                    DEFLEC99
 OV0335  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 OV0335  OBS GRAVITY -     980,040.7   (mgal)                       GRAV_OBS
 OV0335
 OV0335  HORZ ORDER  -  THIRD
 OV0335
 OV0335.The horizontal coordinates were established by classical geodetic methods
 OV0335.and adjusted by the National Geodetic Survey in January 1997..
 OV0335
 OV0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0335
 OV0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0335
 OV0335.The geoid height was determined by GEOID03.
 OV0335.The observed gravity was obtained from relative gravimeter ties
 OV0335.to the IGSN71 gravity network.
 OV0335
 OV0335;                    North         East     Units Scale Factor Converg.
 OV0335;SPC WYEC     -   451,260.272   467,464.538   MT  0.99999346   +0 34 38.9
 OV0335;UTM  13      - 4,835,145.213   379,301.555   MT  0.99977919   -1 02 00.8
 OV0335
 OV0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0335!SPC WYEC     -   0.99977017  x   0.99999346  =   0.99976363
 OV0335!UTM  13      -   0.99977017  x   0.99977919  =   0.99954941
 OV0335
 OV0335:                Primary Azimuth Mark                     Grid Az
 OV0335:SPC WYEC     -  INDART                                   347 44 20.7
 OV0335:UTM  13      -  INDART                                   349 21 00.4
 OV0335
 OV0335|---------------------------------------------------------------------|
 OV0335| PID    Reference Object                     Distance      Geod. Az  |
 OV0335|                                                           dddmmss.s |
 OV0335| OV0366 INDART                              APPROX. 9.8 KM 3481859.6 |
 OV0335|---------------------------------------------------------------------|
 OV0335
 OV0335                          SUPERSEDED SURVEY CONTROL
 OV0335
 OV0335  NAD 83(1986)-  43 39 34.22152(N)    106 29 48.85586(W) AD(       ) 3
 OV0335  NAD 27      -  43 39 34.31609(N)    106 29 46.72263(W) AD(       ) 3
 OV0335  NGVD 29 (07/19/86) 1478.7    (m)         4851.     (f) VERT ANG       
 OV0335
 OV0335.Superseded values are not recommended for survey control.
 OV0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0335.See file dsdata.txt to determine how the superseded data were derived.
 OV0335
 OV0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ7930235145(NAD 83)
 OV0335
 OV0335  HISTORY     - Date     Condition        Report By
 OV0335  HISTORY     - UNK      MONUMENTED       BOR
 OV0335  HISTORY     - 1958     GOOD             USGS
 OV0335
 OV0335                          STATION DESCRIPTION
 OV0335
 OV0335'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0335'BEGINNING AT U.S. POST OFFICE, KAYCEE, WYOMING, TRAVEL N. ON U.S.
 OV0335'HIGHWAY 87 0.3 MI.TO INTERSECTION OF STATE SECONDARY 145, THENCE RIGHT
 OV0335'TRAVEL E. ON STATE SECONDARY 145 5.6 MI. TO J.U.RANCH TURNOFF, THENCE
 OV0335'RIGHT, TRAVEL THROUGH J.U.RANCH GROUP 0.35 MI. TO POWDER RIVER BRIDGE
 OV0335'CROSS BRIDGE, THENCE RIGHT, CROSSING CANAL BRIDGE TO RD. FORK, THENCE
 OV0335'RIGHT FORK, TRAVEL 0.25 MI. TO FENCE CORNER AND RD. FORK, FOLLOW RIGHT
 OV0335'FORK S.1.0 MI. TO GATE, THROUGH GATE, TRAVEL 0.5 MI. TO S. FORK OF
 OV0335'POWDER RIVER, FORD RIVER THENCE LEFT, TRAVEL E. ON DIM RD. 0.85 MI.
 OV0335'FROM RIVER TO GATE IN N-S. FENCE, THROUGH GATE, CONTINUE ON RD. 0.85
 OV0335'MI., LEAVE RD., THENCE LEFT, TRAVEL 0.1 MI. TO SMALL SADDLE IN HOGBACK
 OV0335'THENCE RIGHT TRAVEL UP HOGBACK 0.15 MI. TO STATION AT TOP.
 OV0335'
 OV0335'STATION IS IN SW.1/4 SW.1/4 SECTION 29 T. 43 N.,R.80 W.
 OV0335'
 OV0335'RECOVERED.
 OV0335'
 OV0335'STATION MARK - STANDARD BOR  TRIANGULATION TABLET RIVETED ON TOP OF A
 OV0335'IRON PIPE PROJECTING 0.4 FT. ABOVE GROUND.
 OV0335'
 OV0335'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0381 ***********************************************************************
 PX0381  DESIGNATION -  RIM
 PX0381  PID         -  PX0381
 PX0381  STATE/COUNTY-  WY/PARK
 PX0381  USGS QUAD   -  SLEEPERS RANCH (1985)
 PX0381
 PX0381                         *CURRENT SURVEY CONTROL
 PX0381  ___________________________________________________________________
 PX0381* NAD 83(1993)-  44 19 03.71366(N)    108 46 20.84964(W)     ADJUSTED  
 PX0381* NAVD 88     -      1740.6    (meters)    5711.     (feet)  VERTCON   
 PX0381  ___________________________________________________________________
 PX0381  LAPLACE CORR-         -11.80  (seconds)                    DEFLEC99
 PX0381  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 PX0381
 PX0381  HORZ ORDER  -  THIRD
 PX0381
 PX0381.The horizontal coordinates were established by classical geodetic methods
 PX0381.and adjusted by the National Geodetic Survey in January 1997..
 PX0381
 PX0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0381
 PX0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0381
 PX0381.The geoid height was determined by GEOID03.
 PX0381
 PX0381;                    North         East     Units Scale Factor Converg.
 PX0381;SPC WYWC     -   424,048.508   598,208.462   MT  0.99993754   -0 00 56.5
 PX0381;UTM  12      - 4,909,572.930   677,636.591   MT  0.99998808   +1 33 23.9
 PX0381
 PX0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0381!SPC WYWC     -   0.99972911  x   0.99993754  =   0.99966667
 PX0381!UTM  12      -   0.99972911  x   0.99998808  =   0.99971720
 PX0381
 PX0381:                Primary Azimuth Mark                     Grid Az
 PX0381:SPC WYWC     -  DRY CREEK                                022 40 58.0
 PX0381:UTM  12      -  DRY CREEK                                021 06 37.6
 PX0381
 PX0381|---------------------------------------------------------------------|
 PX0381| PID    Reference Object                     Distance      Geod. Az  |
 PX0381|                                                           dddmmss.s |
 PX0381| PX0366 DRY CREEK                           APPROX. 7.0 KM 0224001.5 |
 PX0381|---------------------------------------------------------------------|
 PX0381
 PX0381                          SUPERSEDED SURVEY CONTROL
 PX0381
 PX0381  NAD 83(1986)-  44 19 03.70381(N)    108 46 20.84233(W) AD(       ) 3
 PX0381  NAD 27      -  44 19 03.86977(N)    108 46 18.37747(W) AD(       ) 3
 PX0381  NGVD 29 (07/19/86) 1739.5    (m)         5707.     (f) VERT ANG       
 PX0381
 PX0381.Superseded values are not recommended for survey control.
 PX0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0381.See file dsdata.txt to determine how the superseded data were derived.
 PX0381
 PX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7763709573(NAD 83)
 PX0381_MARKER: DD = SURVEY DISK
 PX0381_SETTING: 0 = UNSPECIFIED SETTING
 PX0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0381
 PX0381  HISTORY     - Date     Condition        Report By
 PX0381  HISTORY     - 1948     MONUMENTED       USGS
 PX0381
 PX0381                          STATION DESCRIPTION
 PX0381
 PX0381'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0381'STATION IS LOCATED ON SMALL SHARP SPUR RIDGE ON THE NW. SIDE OF LARGE
 PX0381'MESA, APPROXIMATELY 500 FT. SW. OF POINT WHERE RD. HITS CREST.
 PX0381'
 PX0381'TO REACH FROM POST OFFICE IN MEETEETSE, GO N. ON WYOMING STATE HIGHWAY
 PX0381'120 -MEETEETSE TO CODY RD.- FOR 7.0 MI. GO RIGHT NORTHEASTERLY ON THE
 PX0381'GREYBULL RIVER RD. FOR 7.3 MI. TURN LEFT NORTHWESTERLY FOR 0.8 MI. TO
 PX0381'TOP OF LARGE MESA, GO LEFT SOUTHWESTERLY ALONG TRAIL FOR 0.2 MI. TO
 PX0381'TRAIL FORK, GO ON LEFT FORK IN SAME DIRECTION FOR 1.0 MI. TO SECOND
 PX0381'TRAIL FORK, GO RIGHT IN A NORTHERLY DIRECTION FOR 0.4 MI. TO N. EDGE
 PX0381'OF MESA, GO LEFT ALONG CREST OF MESA FOR 0.1 MI. TO SHARP SPUR AND
 PX0381'STATION.
 PX0381'
 PX0381'STATION MARK - STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 PX0381'---RIM 1948---.
 PX0381'
 PX0381'REFERENCE MARK NO.1 - STANDARD TABLET SET IN CONCRETE MONUMENT STAMPED
 PX0381'---RIM NO.1 1948---, 64.78 FT., N 00 DEG 32 MIN W.
 PX0381'FROM STATION.
 PX0381'
 PX0381'REFERENCE MARK NO.2 - STANDARD TABLET SET IN CONCRETE MONUMENT,
 PX0381'STAMPED ---RIM NO.2 1948---, 31.27 FT., S 89 DEG 04 MIN W,
 PX0381'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0538 ***********************************************************************
 MQ0538  DESIGNATION -  RIM
 MQ0538  PID         -  MQ0538
 MQ0538  STATE/COUNTY-  WY/SWEETWATER
 MQ0538  USGS QUAD   -  BURLEY DRAW (1968)
 MQ0538
 MQ0538                         *CURRENT SURVEY CONTROL
 MQ0538  ___________________________________________________________________
 MQ0538* NAD 83(1993)-  41 16 57.16925(N)    108 45 33.46127(W)     ADJUSTED  
 MQ0538* NAVD 88     -      2333.2    (meters)    7655.     (feet)  VERTCON   
 MQ0538  ___________________________________________________________________
 MQ0538  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 MQ0538  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 MQ0538
 MQ0538  HORZ ORDER  -  THIRD
 MQ0538
 MQ0538.The horizontal coordinates were established by classical geodetic methods
 MQ0538.and adjusted by the National Geodetic Survey in January 1997..
 MQ0538
 MQ0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0538
 MQ0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0538
 MQ0538.The geoid height was determined by GEOID03.
 MQ0538
 MQ0538;                    North         East     Units Scale Factor Converg.
 MQ0538;SPC WYWC     -    86,897.872   599,221.378   MT  0.99993751   -0 00 22.1
 MQ0538;UTM  12      - 4,572,544.732   687,645.981   MT  1.00003336   +1 28 43.6
 MQ0538
 MQ0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0538!SPC WYWC     -   0.99963642  x   0.99993751  =   0.99957395
 MQ0538!UTM  12      -   0.99963642  x   1.00003336  =   0.99966977
 MQ0538
 MQ0538:                Primary Azimuth Mark                     Grid Az
 MQ0538:SPC WYWC     -  KENT                                     181 16 01.2
 MQ0538:UTM  12      -  KENT                                     179 46 55.5
 MQ0538
 MQ0538|---------------------------------------------------------------------|
 MQ0538| PID    Reference Object                     Distance      Geod. Az  |
 MQ0538|                                                           dddmmss.s |
 MQ0538| MQ0535 KENT                                APPROX.13.6 KM 1811539.1 |
 MQ0538|---------------------------------------------------------------------|
 MQ0538
 MQ0538                          SUPERSEDED SURVEY CONTROL
 MQ0538
 MQ0538  NAD 83(1986)-  41 16 57.15959(N)    108 45 33.45768(W) AD(       ) 3
 MQ0538  NGVD 29 (10/23/89) 2331.8    (m)         7650.     (f) VERT ANG       
 MQ0538
 MQ0538.Superseded values are not recommended for survey control.
 MQ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0538.See file dsdata.txt to determine how the superseded data were derived.
 MQ0538
 MQ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL8764672545(NAD 83)
 MQ0538_MARKER: DS = TRIANGULATION STATION DISK
 MQ0538_SETTING: 0 = UNSPECIFIED SETTING
 MQ0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0538
 MQ0538  HISTORY     - Date     Condition        Report By
 MQ0538  HISTORY     - 1963     MONUMENTED       USGS
 MQ0538
 MQ0538                          STATION DESCRIPTION
 MQ0538
 MQ0538'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 MQ0538'STATION LOCATED ABOUT 7.5 MI. W., 21 MI. N. OF HIAWATHA, COLORADO.
 MQ0538'ALSO ABOUT 21-1/2 MI. S. AND 23-1/4 MI. E. OF ROCK SPRINGS, WYOMING.
 MQ0538'ON TOP AND WESTERN POINT OF PROMINENT RIM ABOUT 4-1/2 MI. SSW. OF
 MQ0538'PINE BUTTE.  IN SEC. 14, T 15 N, R 101 W.
 MQ0538'
 MQ0538'STATION MARK--STANDARD TABLET IN CONCRETE POST PROJECTING ABOUT 0.5
 MQ0538'FT., STAMPED---RIM-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0497 ***********************************************************************
 PX0497  DESIGNATION -  RIM
 PX0497  PID         -  PX0497
 PX0497  STATE/COUNTY-  WY/PARK
 PX0497  USGS QUAD   -  BADLAND HILLS (1987)
 PX0497
 PX0497                         *CURRENT SURVEY CONTROL
 PX0497  ___________________________________________________________________
 PX0497* NAD 83(1993)-  44 45 10.55207(N)    109 05 00.30339(W)     ADJUSTED  
 PX0497* NAVD 88     -      1759.1    (meters)    5771.     (feet)  VERTCON   
 PX0497  ___________________________________________________________________
 PX0497  LAPLACE CORR-         -14.48  (seconds)                    DEFLEC99
 PX0497  GEOID HEIGHT-         -12.18  (meters)                     GEOID03
 PX0497
 PX0497  HORZ ORDER  -  THIRD
 PX0497
 PX0497.The horizontal coordinates were established by classical geodetic methods
 PX0497.and adjusted by the National Geodetic Survey in January 1997..
 PX0497
 PX0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0497
 PX0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0497
 PX0497.The geoid height was determined by GEOID03.
 PX0497
 PX0497;                    North         East     Units Scale Factor Converg.
 PX0497;SPC WYWC     -   472,463.574   573,599.990   MT  0.99994607   -0 14 05.1
 PX0497;UTM  12      - 4,957,291.503   651,704.072   MT  0.99988301   +1 20 58.7
 PX0497
 PX0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0497!SPC WYWC     -   0.99972617  x   0.99994607  =   0.99967226
 PX0497!UTM  12      -   0.99972617  x   0.99988301  =   0.99960921
 PX0497
 PX0497:                Primary Azimuth Mark                     Grid Az
 PX0497:SPC WYWC     -  CHAPMAN                                  333 47 15.0
 PX0497:UTM  12      -  CHAPMAN                                  332 12 11.2
 PX0497
 PX0497|---------------------------------------------------------------------|
 PX0497| PID    Reference Object                     Distance      Geod. Az  |
 PX0497|                                                           dddmmss.s |
 PX0497| PX0480 CHAPMAN                             APPROX. 9.4 KM 3333309.9 |
 PX0497|---------------------------------------------------------------------|
 PX0497
 PX0497                          SUPERSEDED SURVEY CONTROL
 PX0497
 PX0497  NAD 83(1986)-  44 45 10.54263(N)    109 05 00.28640(W) AD(       ) 3
 PX0497  NGVD 29 (09/11/89) 1758.0    (m)         5768.     (f) VERT ANG       
 PX0497
 PX0497.Superseded values are not recommended for survey control.
 PX0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0497.See file dsdata.txt to determine how the superseded data were derived.
 PX0497
 PX0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5170457292(NAD 83)
 PX0497_MARKER: DS = TRIANGULATION STATION DISK
 PX0497_SETTING: 0 = UNSPECIFIED SETTING
 PX0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0497
 PX0497  HISTORY     - Date     Condition        Report By
 PX0497  HISTORY     - 1947     MONUMENTED       USGS
 PX0497
 PX0497                          STATION DESCRIPTION
 PX0497
 PX0497'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0497'STATION IS LOCATED IN SEC.13, T.55 N., R.102 W., 75 FT. S. OF N. LINE
 PX0497'AND 1325 FT. W. OF THE E. LINE OF SECTION 13, ON HIGHEST POINT OF A
 PX0497'ROUND BARE HILL OVERLOOKING CHAPMANS BENCH.
 PX0497'
 PX0497'TO REACH STATION FROM RALSTON, WYOMING FOLLOW MAIN RD. TOWARD BADGER
 PX0497'BASIN TO FIRST RD. FORK W. AFTER CROSSING ALKALI CREEK.  TURN W. AND
 PX0497'FOLLOW MAIN TRAVELED RD. 6.5 MI. TO WHERE DIM RD. CROSSES HEART
 PX0497'MOUNTAIN CANAL.  CROSS CANAL AND FOLLOW DIM RD. 2.3 MI. TO FOOT OF
 PX0497'HILL, LEAVE TRUCK AND CLIMB UP RIDGE TO HIGHEST POINT AND STATION
 PX0497'LOCATION.
 PX0497'NOTE - THIS DESCRIPTION WILL NOT BE ADEQUATE AFTER PRESENT
 PX0497'CONSTRUCTION OF USBR IS COMPLETE.
 PX0497'
 PX0497'STATION MARK - STANDARD TABLET STAMPED---RIM 1947--- AND SET IN
 PX0497'CEMENT POST.
 PX0497'
 PX0497'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1---
 PX0497'CEMENTED IN ROCK LEDGE 24.78 FT. FROM STATION MARK N 10 DEGREES
 PX0497'44 MINUTES, SW.
 PX0497'
 PX0497'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED---REF 2---
 PX0497'CEMENTED IN ROCK LEDGE 33.69 FT. FROM STATION N 59 DEGREES
 PX0497'00 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0441 ***********************************************************************
 OW0441  DESIGNATION -  RIM
 OW0441  PID         -  OW0441
 OW0441  STATE/COUNTY-  WY/FREMONT
 OW0441  USGS QUAD   -  SHEEP RIDGE (1952)
 OW0441
 OW0441                         *CURRENT SURVEY CONTROL
 OW0441  ___________________________________________________________________
 OW0441* NAD 83(1993)-  43 33 38.51131(N)    108 45 00.65796(W)     ADJUSTED  
 OW0441* NAVD 88     -      2409.7    (meters)    7906.     (feet)  VERTCON   
 OW0441  ___________________________________________________________________
 OW0441  LAPLACE CORR-          -7.58  (seconds)                    DEFLEC99
 OW0441  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 OW0441
 OW0441  HORZ ORDER  -  THIRD
 OW0441
 OW0441.The horizontal coordinates were established by classical geodetic methods
 OW0441.and adjusted by the National Geodetic Survey in January 1997..
 OW0441
 OW0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0441
 OW0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0441
 OW0441.The geoid height was determined by GEOID03.
 OW0441
 OW0441;                    North         East     Units Scale Factor Converg.
 OW0441;SPC WYWC     -   339,942.378   599,985.234   MT  0.99993750   -0 00 00.5
 OW0441;UTM  12      - 4,825,541.456   681,705.076   MT  1.00000613   +1 33 03.0
 OW0441
 OW0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0441!SPC WYWC     -   0.99962403  x   0.99993750  =   0.99956155
 OW0441!UTM  12      -   0.99962403  x   1.00000613  =   0.99963016
 OW0441
 OW0441:                Primary Azimuth Mark                     Grid Az
 OW0441:SPC WYWC     -  CLIFF                                    320 47 07.6
 OW0441:UTM  12      -  CLIFF                                    319 14 04.1
 OW0441
 OW0441|---------------------------------------------------------------------|
 OW0441| PID    Reference Object                     Distance      Geod. Az  |
 OW0441|                                                           dddmmss.s |
 OW0441| OW0398 CLIFF                               APPROX. 4.1 KM 3204707.1 |
 OW0441|---------------------------------------------------------------------|
 OW0441
 OW0441                          SUPERSEDED SURVEY CONTROL
 OW0441
 OW0441  NAD 83(1986)-  43 33 38.49679(N)    108 45 00.65933(W) AD(       ) 3
 OW0441  NGVD 29 (11/06/89) 2408.5    (m)         7902.     (f) VERT ANG       
 OW0441
 OW0441.Superseded values are not recommended for survey control.
 OW0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0441.See file dsdata.txt to determine how the superseded data were derived.
 OW0441
 OW0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP8170525541(NAD 83)
 OW0441_MARKER: DS = TRIANGULATION STATION DISK
 OW0441_SETTING: 0 = UNSPECIFIED SETTING
 OW0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0441
 OW0441  HISTORY     - Date     Condition        Report By
 OW0441  HISTORY     - 1950     MONUMENTED       USGS
 OW0441
 OW0441                          STATION DESCRIPTION
 OW0441
 OW0441'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0441'STATION LOCATED ON N-S. RIDGE BETWEEN MCKEES CREEK AND SHOTGUN CREEKS,
 OW0441'APPROXIMATELY 5.0 MI. E. OF BARGEE CHURCH AND SCHOOL, NEAR NW. COR.
 OW0441'SEC. 27, T 7 N, R 1 E.
 OW0441'
 OW0441'TO REACH FROM TRANSFORMER STATION AT END OF PAVEMENT AT CROSSROADS, AT
 OW0441'PAVILLION, GO N. 6.0 MI. ON OLD MAVERICK SPRINGS ROAD TO --Y-- GRADED
 OW0441'RDS., TAKE RIGHT FORK AND GO N. 7.4 MI. TO MERRIAM BRIDGE ACROSS BIG
 OW0441'MUDDY CREEK, CROSS BRIDGE AND CONTINUE NE. ON GRADED RD., 0.6 MI. TO
 OW0441'T-INTERSECTION, TURN LEFT AND GO W. 0.1 MI. TO T-INTERSECTION
 OW0441'(INTERSECTION IS MARKED BY MAILBOX ON RIGHT), TURN RIGHT AND GO 2.3
 OW0441'MI. TO FORK, TAKE RIGHT FORK AND GO 0.2 MI. TO RANCH, CONTINUE 0.5
 OW0441'MI. TO DAM, CONTINUE 0.3 MI. ACROSS DAM TO GATE, CONTINUE 1.0 MI. TO
 OW0441'FORK, TAKE LEFT FORK AND GO 0.5 MI. TO FORK, TAKE LEFT FORK AND GO 0.1
 OW0441'MI. TO FORK, TAKE LEFT FORK AND GO 0.5 MI. TO FORK, TAKE RIGHT FORK
 OW0441'(STRAIGHT AHEAD) AND GO 1.8 MI. TO GATE, CONTINUE 1.5 MI. TO GATE,
 OW0441'CONTINUE 1.9 MI. TO SMALL POLE BRIDGE, CONTINUE 0.2 MI. TO SURFACE
 OW0441'STREAM CROSSING, CONTINUE 0.3 MI. TO SURFACE STREAM CROSSING, CONTINUE
 OW0441'0.7 MI. TO STREAM CROSSING, CONTINUE 0.5 MI. TO FORK, TAKE RIGHT FORK
 OW0441'AND CONTINUE 0.2 MI. TO FORK, TAKE RIGHT FORK AND GO 1.2 MI. TO DIM
 OW0441'FORK AT CATTLE FEEDING AREA, TURN VERY SHARP LEFT AND FOLLOW OLD DIM
 OW0441'TRACK RD. FOR 0.9 MI. TO STREAM CROSSING, CONTINUE 0.5 MI. TO CABINS,
 OW0441'PASS CABINS AND CONTINUE W. ALONG VERY DIM TRACK RD. UP LONG STEEP
 OW0441'DRAW TO TOP AND LONE TREE, THENCE GO S. 0.1 MI. TO STATION.
 OW0441'
 OW0441'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN LIMESTONE,
 OW0441'STAMPED---WR RIM 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0372 ***********************************************************************
 NR0372  DESIGNATION -  RIMO
 NR0372  PID         -  NR0372
 NR0372  STATE/COUNTY-  WY/NATRONA
 NR0372  USGS QUAD   -  HORSE PEAK (1984)
 NR0372
 NR0372                         *CURRENT SURVEY CONTROL
 NR0372  ___________________________________________________________________
 NR0372* NAD 83(1993)-  42 27 26.88403(N)    106 23 43.00375(W)     ADJUSTED  
 NR0372* NAVD 88     -      2285.6    (meters)    7499.     (feet)  VERTCON   
 NR0372  ___________________________________________________________________
 NR0372  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 NR0372  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 NR0372
 NR0372  HORZ ORDER  -  SECOND
 NR0372
 NR0372.The horizontal coordinates were established by classical geodetic methods
 NR0372.and adjusted by the National Geodetic Survey in January 1997..
 NR0372
 NR0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0372
 NR0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0372
 NR0372.The geoid height was determined by GEOID03.
 NR0372
 NR0372;                    North         East     Units Scale Factor Converg.
 NR0372;SPC WYEC     -   317,815.397   477,154.881   MT  1.00001072   +0 37 59.7
 NR0372;UTM  13      - 4,701,513.435   385,276.642   MT  0.99976193   -0 56 31.1
 NR0372
 NR0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0372!SPC WYEC     -   0.99964360  x   1.00001072  =   0.99965432
 NR0372!UTM  13      -   0.99964360  x   0.99976193  =   0.99940562
 NR0372
 NR0372:                Primary Azimuth Mark                     Grid Az
 NR0372:SPC WYEC     -  RIMO AZ MK                               080 41 04.8
 NR0372:UTM  13      -  RIMO AZ MK                               082 15 35.6
 NR0372
 NR0372|---------------------------------------------------------------------|
 NR0372| PID    Reference Object                     Distance      Geod. Az  |
 NR0372|                                                           dddmmss.s |
 NR0372| CP6519 RIMO AZ MK                                         0811904.5 |
 NR0372| CP6520 RIMO RM 1                             9.861 METERS 10755     |
 NR0372| CP6521 RIMO RM 2                            11.201 METERS 21234     |
 NR0372|---------------------------------------------------------------------|
 NR0372
 NR0372                          SUPERSEDED SURVEY CONTROL
 NR0372
 NR0372  NAD 83(1986)-  42 27 26.87207(N)    106 23 42.98730(W) AD(       ) 2
 NR0372  NAD 27      -  42 27 27.00100(N)    106 23 40.89600(W) AD(       ) 2
 NR0372  NGVD 29 (07/19/86) 2284.5    (m)         7495.     (f) VERT ANG       
 NR0372
 NR0372.Superseded values are not recommended for survey control.
 NR0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0372.See file dsdata.txt to determine how the superseded data were derived.
 NR0372
 NR0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8527701513(NAD 83)
 NR0372_MARKER: DS = TRIANGULATION STATION DISK
 NR0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0372
 NR0372  HISTORY     - Date     Condition        Report By
 NR0372  HISTORY     - 1948     MONUMENTED       CGS
 NR0372
 NR0372                          STATION DESCRIPTION
 NR0372
 NR0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0372'THE STATION IS LOCATED IN T.29 N., R.80 W., ON THE HIGHEST
 NR0372'HILL OF A GROUP OF HILLS ON THE SOUTH RIM OF A HIGH BENCH,
 NR0372'ABOUT 8.0 MILES AIRLINE WEST OF BATES CREEK RESERVIOR, ABOUT
 NR0372'3.0 MILES AIRLINE EAST OF STINKING CREEK, ABOUT MIDWAY BETWEEN
 NR0372'LAWN CREEK AND LONETREE CREEK, ABOUT 0.5 MILE AIRLINE EAST
 NR0372'OF THE WEST EDGE OF RIDGE, 300 YARDS NORTHEAST OF A POINT
 NR0372'ON THE SOUTHWEST EDGE OF RIDGE, 20 PACES NORTH OF WHERE RIDGE
 NR0372'DROPS OFF SHARPLY TO THE SOUTH, AND 6 FEET EAST OF A WHITE
 NR0372'WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED, RIMO
 NR0372'1948.
 NR0372'
 NR0372'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NR0372'THE STATION MARK.  IT PROJECTS 10 INCHES AND IS STAMPED,
 NR0372'RIMO NO 1 1948.
 NR0372'
 NR0372'REFERENCE MARK NO. 2 IS ON THE SOUTH EDGE OF THE RIDGE AND
 NR0372'IS APPROXIMATELY 1 FOOT LOWER THAN THE STATION MARK.  IT
 NR0372'PROJECTS 6 INCHES AND IS STAMPED, RIMO NO 2 1948.
 NR0372'
 NR0372'THE AZIMUTH MARK IS 7 PACES WEST OF WHERE THE RIDGE DROPS OFF
 NR0372'SHARPLY TO THE EAST, 4 PACES EAST OF CENTER LINE ON ROAD, AND
 NR0372'4 FEET WEST OF A WHITE WITNESS POST.  IT PROJECTS 6 INCHES
 NR0372'AND IS STAMPED, RIMO 1948.
 NR0372'
 NR0372'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87
 NR0372'AND 20 AND STATE HIGHWAY 220 IN THE WEST EDGE OF CASPER.
 NR0372'FOLLOW STATE HIGHWAY 220 FOR 10.8 MILES TO THE GOOSE EGG INN
 NR0372'ON THE RIGHT JUST AFTER PASSING A TEXICO SERVICE STATION.
 NR0372'CONTINUE ON HIGHWAY FOR 8.3 MILES TO SIDE ROAD, LEFT, AND SIGN,
 NR0372'STATE GAME PRESERVE, NO HUNTING.  TURN LEFT OFF HIGHWAY AND
 NR0372'FOLLOW GRAVELED ROAD, EAST, AND GO 3.8 MILES TO A BIG RED
 NR0372'BARN AND RANCH BUILDINGS ON RIGHT.  CONTINUE ON GRAVELED
 NR0372'ROAD 2.6 MILES TO FORK.  TAKE LEFT FORK MAIN GRADED ROAD
 NR0372'FOR 1.9 MILES TO SIDE ROAD LEFT AND SIGN CASPER 30.  KEEP
 NR0372'STRAIGHT AHEAD ON MAIN GRADED ROAD FOR 1.1 MILE TO
 NR0372'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 1.9 MILE TO MARTIN
 NR0372'RANCH ON LEFT.  CONTINUE ON MAIN ROAD FOR 11.9 MILES TO
 NR0372'CROSSROADS JUST BEFORE CROSSING A WOODEN BRIDGE.  CONTINUE
 NR0372'STRAIGHT AHEAD FOR 2.6 MILES TO SIDE ROAD LEFT AND SIGN 2
 NR0372'BAR RESERVIOR.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO
 NR0372'SIDE ROAD RIGHT AND SIGN MEDICINE BOW BATES HOLE STOCK
 NR0372'TRAIL.  TURN RIGHT OFF MAIN GRADED ROAD AND GO 1.4 MILE
 NR0372'TO DIAGONAL CROSSROAD.  TAKE RIGHT FORK GRADED ROAD FOR 4.1
 NR0372'MILES TO FORK.  TAKE LEFT FORK A DIM TRACK ROAD FOR 0.4
 NR0372'MILE TO FORK.  TAKE LEFT FORK DIM TRACK ROAD UP HILL
 NR0372'AND GO ALONG THE TOP OF RIDGE FOR 2.1 MILES TO SECTION CORNER
 NR0372'OF 23-24-25-26.  CONTINUE WESTERLY ON DIM TRACK ROAD WHICH
 NR0372'IS HARD TO FOLLOW FOR 0.2 MILE TO THE AZIMUTH ON LEFT, EAST.
 NR0372'CONTINUE ON TRACK ROAD FOR 0.6 MILE TO STATION.  A DRIVE
 NR0372'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0443 ***********************************************************************
 OV0443  DESIGNATION -  RIMROCK
 OV0443  PID         -  OV0443
 OV0443  STATE/COUNTY-  WY/HOT SPRINGS
 OV0443  USGS QUAD   -  ZIMMERMAN BUTTES (1978)
 OV0443
 OV0443                         *CURRENT SURVEY CONTROL
 OV0443  ___________________________________________________________________
 OV0443* NAD 83(1993)-  43 45 36.71715(N)    107 57 33.29613(W)     ADJUSTED  
 OV0443* NAVD 88     -      1596.1    (meters)    5237.     (feet)  VERTCON   
 OV0443  ___________________________________________________________________
 OV0443  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 OV0443  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 OV0443
 OV0443  HORZ ORDER  -  THIRD
 OV0443
 OV0443.The horizontal coordinates were established by classical geodetic methods
 OV0443.and adjusted by the National Geodetic Survey in January 1997..
 OV0443
 OV0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0443
 OV0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0443
 OV0443.The geoid height was determined by GEOID03.
 OV0443
 OV0443;                    North         East     Units Scale Factor Converg.
 OV0443;SPC WYWC     -   362,410.653   663,674.132   MT  0.99998735   +0 32 49.0
 OV0443;SPC WYEC     -   462,297.154   349,599.043   MT  0.99996873   -0 25 58.5
 OV0443;UTM  13      - 4,849,495.972   261,786.624   MT  1.00029802   -2 02 51.7
 OV0443;UTM  12      - 4,849,733.793   744,774.398   MT  1.00033700   +2 06 14.9
 OV0443
 OV0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0443!SPC WYWC     -   0.99975182  x   0.99998735  =   0.99973917
 OV0443!SPC WYEC     -   0.99975182  x   0.99996873  =   0.99972056
 OV0443!UTM  13      -   0.99975182  x   1.00029802  =   1.00004976
 OV0443!UTM  12      -   0.99975182  x   1.00033700  =   1.00008873
 OV0443
 OV0443:                Primary Azimuth Mark                     Grid Az
 OV0443:SPC WYWC     -  MURPHY                                   106 53 31.4
 OV0443:SPC WYEC     -  MURPHY                                   107 52 18.9
 OV0443:UTM  13      -  MURPHY                                   109 29 12.1
 OV0443:UTM  12      -  MURPHY                                   105 20 05.5
 OV0443
 OV0443|---------------------------------------------------------------------|
 OV0443| PID    Reference Object                     Distance      Geod. Az  |
 OV0443|                                                           dddmmss.s |
 OV0443| OV0442 MURPHY                              APPROX. 6.1 KM 1072620.4 |
 OV0443|---------------------------------------------------------------------|
 OV0443
 OV0443                          SUPERSEDED SURVEY CONTROL
 OV0443
 OV0443  NAD 83(1986)-  43 45 36.70296(N)    107 57 33.29575(W) AD(       ) 3
 OV0443  NGVD 29 (11/06/89) 1595.3    (m)         5234.     (f) VERT ANG       
 OV0443
 OV0443.Superseded values are not recommended for survey control.
 OV0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0443.See file dsdata.txt to determine how the superseded data were derived.
 OV0443
 OV0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ6178749496(NAD 83)
 OV0443_MARKER: DS = TRIANGULATION STATION DISK
 OV0443_SETTING: 0 = UNSPECIFIED SETTING
 OV0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0443
 OV0443  HISTORY     - Date     Condition        Report By
 OV0443  HISTORY     - 1944     MONUMENTED       USGS
 OV0443
 OV0443                          STATION DESCRIPTION
 OV0443
 OV0443'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 OV0443'LOCATED ABOUT 11.0 MI. E. AND 2.0 MI. N. OF LUCERNE POST OFFICE, AND
 OV0443'ABOUT 2.0 MI. N. OF KIRBY CREEK.  ON THE EASTERNMOST AND HIGHEST OF
 OV0443'THREE HIGH PROMINENT BLUFFS ON THE N. SIDE OF KIRBY CREEK.  BLUFFS
 OV0443'BREAK OFF SHARPLY TO THE S. WITH RIMROCKS NEAR THE TOP.  STATION IS
 OV0443'ON THE HIGHEST POINT ABOUT 500 FT. N. OF PROMINENT OUTCROPPING
 OV0443'SANDSTONE.
 OV0443'
 OV0443'TO REACH FROM LUCERNE POST OFFICE, FOLLOW MAIN GRADED RD. E. FOR 1.0
 OV0443'MI. TO BRIDGE OVER BIG HORN RIVER, CROSS BRIDGE AND CONTINUE ON MAIN
 OV0443'TRAVELED RD. FOR 1.35 MI. TO T-RD. AT SIGN --LAKE CREEK 23 MI.--,
 OV0443'TURN RIGHT AND FOLLOW MAIN TRAVELED RD. FOR 9.1 MI. TO DIRT RD. N.,
 OV0443'TURN LEFT AND FOLLOW DIRT RD. UP SPUR RIDGE FOR 2.8 MI. TO FORK ON
 OV0443'DIVIDE, TAKE LEFT FORK AND GO 1.5 MI. TO END OF RD. AT BASE OF JUNIPER
 OV0443'AND PINE COVERED HILL AND END OF TRUCK TRAVEL.  FROM HERE STATION IS
 OV0443'VISIBLE ABOUT 3/4 MI. TO THE NW.  ABOUT 1 HR. PACK.
 OV0443'
 OV0443'RECOVERED BY USGS IN 1957 AND 1966.
 OV0443'
 OV0443'STATION MARK--STANDARD TABLET STAMPED---RIMROCK 1944---, CEMENTED IN
 OV0443'ROCK LEDGE.
 OV0443'
 OV0443'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED---NO.
 OV0443'1---, CEMENTED IN BOULDER, 13.86 FT. FROM STATION MARK IN TRUE AZIMUTH
 OV0443'94 DEGREES 21 MINUTES.
 OV0443'
 OV0443'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED---NO.
 OV0443'2---, CEMENTED IN BURIED BOULDER, 85.97 FT. FROM STATION MARK IN TRUE
 OV0443'AZIMUTH 348 DEGREES 46 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0673 ***********************************************************************
 MR0673  DESIGNATION -  RING
 MR0673  PID         -  MR0673
 MR0673  STATE/COUNTY-  WY/UINTA
 MR0673  USGS QUAD   -  NEPONSET RESERVOIR NE (1991)
 MR0673
 MR0673                         *CURRENT SURVEY CONTROL
 MR0673  ___________________________________________________________________
 MR0673* NAD 83(1993)-  41 22 53.78096(N)    111 02 31.29961(W)     ADJUSTED  
 MR0673* NAVD 88     -      2063.8    (meters)    6771.     (feet)  VERTCON   
 MR0673  ___________________________________________________________________
 MR0673  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 MR0673  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 MR0673
 MR0673  HORZ ORDER  -  THIRD
 MR0673
 MR0673.The horizontal coordinates were established by classical geodetic methods
 MR0673.and adjusted by the National Geodetic Survey in January 1997..
 MR0673
 MR0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0673
 MR0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0673
 MR0673.The geoid height was determined by GEOID03.
 MR0673
 MR0673;                    North         East     Units Scale Factor Converg.
 MR0673;SPC WY W     -   198,342.163   719,811.612   MT  1.00001661   -0 38 01.7
 MR0673;UTM  12      - 4,581,121.188   496,485.873   MT  0.99960015   -0 01 40.0
 MR0673
 MR0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0673!SPC WY W     -   0.99967877  x   1.00001661  =   0.99969537
 MR0673!UTM  12      -   0.99967877  x   0.99960015  =   0.99927905
 MR0673
 MR0673:                Primary Azimuth Mark                     Grid Az
 MR0673:SPC WY W     -  MEDICINE BUTTE                           106 43 00.6
 MR0673:UTM  12      -  MEDICINE BUTTE                           106 06 38.9
 MR0673
 MR0673|---------------------------------------------------------------------|
 MR0673| PID    Reference Object                     Distance      Geod. Az  |
 MR0673|                                                           dddmmss.s |
 MR0673| MR0824 MEDICINE BUTTE                      APPROX.11.7 KM 1060458.9 |
 MR0673|---------------------------------------------------------------------|
 MR0673
 MR0673                          SUPERSEDED SURVEY CONTROL
 MR0673
 MR0673  NAD 83(1986)-  41 22 53.76728(N)    111 02 31.28938(W) AD(       ) 3
 MR0673  NAD 27      -  41 22 53.97184(N)    111 02 28.62853(W) AD(       ) 3
 MR0673  NGVD 29 (07/19/86) 2062.4    (m)         6766.     (f) VERT ANG       
 MR0673
 MR0673.Superseded values are not recommended for survey control.
 MR0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0673.See file dsdata.txt to determine how the superseded data were derived.
 MR0673
 MR0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9648681121(NAD 83)
 MR0673_MARKER: DD = SURVEY DISK
 MR0673_SETTING: 66 = SET IN ROCK OUTCROP
 MR0673_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MR0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0673+STABILITY: POSITION/ELEVATION WELL
 MR0673
 MR0673  HISTORY     - Date     Condition        Report By
 MR0673  HISTORY     - 1960     MONUMENTED       USFS
 MR0673  HISTORY     - 1966     GOOD             USGS
 MR0673
 MR0673                          STATION DESCRIPTION
 MR0673
 MR0673'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 MR0673'LOCATED ABOUT 11 MI. AIR SE. OF WOODRUFF AND 9.5 MI. NW. OF EVANSTON.
 MR0673'STATION IS ON THE NE. END OF A LOW RIDGE NW. OF A POINT WHERE WYOMING
 MR0673'HIGHWAY 89 CROSSES BEAR RIVER.
 MR0673'
 MR0673'ROUTE TO STATION - FROM THE UNION PACIFIC RAILROAD UNDERPASS IN
 MR0673'EVANSTON GO NW. ON HIGHWAY 89. AT 8.3 MI. CROSS BEAR RIVER, AT 9.5 MI.
 MR0673'TURN LEFT ON DIRT RD.  CONTINUE ON DIRT RD. TO TOP OF LOW RIDGE AND AT
 MR0673'10.1 MI. TURN RIGHT ON TRACK RD. PAST AN OLD GRAVELPIT.  AT 10.2 MI.
 MR0673'END OF TRUCK TRAVEL AND STATION.
 MR0673'
 MR0673'STATION MARK - A STANDARD USFS BRONZE TABLET STAMPED ---RING 1960---
 MR0673'CEMENTED IN DRILL HOLE IN SOLID ROCK OUTCROP.
 MR0673'
 MR0673'REFERENCE MARK NO.1 - A 1-1/2 IN. BRASS USFS MARKER STAMPED ---RM 1
 MR0673'1960--- WELDED TO A 2-1/2 FT. STEEL PIN DRIVEN IN GROUND ABOUT 0.4 FT.
 MR0673'ABOVE GROUND, 23.45 FT. FROM STATION, S 76 DEG 43 MIN 47 SEC W.
 MR0673'
 MR0673'REFERENCE MARK NO.2 - A 1-1/2 IN. BRASS USFS MARKER STAMPED ---RM 2
 MR0673'1960--- WELDED TO A 2-1/2 FT. STEEL PIN DRIVEN IN GROUND ABOUT 0.6 FT.
 MR0673'ABOVE GROUND, 31.15 FT. FROM STATION, S 31 DEG 37 MIN 50 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1122 ***********************************************************************
 MO1122  DESIGNATION -  RITZKE S WINDMILL
 MO1122  PID         -  MO1122
 MO1122  STATE/COUNTY-  WY/LARAMIE
 MO1122  USGS QUAD   -  FARTHING RANCH (1991)
 MO1122
 MO1122                         *CURRENT SURVEY CONTROL
 MO1122  ___________________________________________________________________
 MO1122* NAD 83(1993)-  41 15 23.43471(N)    104 56 41.57289(W)     ADJUSTED  
 MO1122* NAVD 88     -                                                        
 MO1122  ___________________________________________________________________
 MO1122  LAPLACE CORR-         -12.83  (seconds)                    DEFLEC99
 MO1122  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 MO1122
 MO1122  HORZ ORDER  -  THIRD
 MO1122
 MO1122.The horizontal coordinates were established by classical geodetic methods
 MO1122.and adjusted by the National Geodetic Survey in January 1997..
 MO1122
 MO1122
 MO1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1122
 MO1122.The geoid height was determined by GEOID03.
 MO1122
 MO1122;                    North         East     Units Scale Factor Converg.
 MO1122;SPC WY E     -    84,030.045   218,586.263   MT  0.99994175   +0 08 46.5
 MO1122;UTM  13      - 4,567,234.166   504,617.544   MT  0.99960026   +0 02 10.8
 MO1122
 MO1122                          SUPERSEDED SURVEY CONTROL
 MO1122
 MO1122  NAD 83(1986)-  41 15 23.41765(N)    104 56 41.56492(W) AD(       ) 4
 MO1122  NAD 27      -  41 15 23.49100(N)    104 56 39.66700(W) AD(       ) 3
 MO1122
 MO1122.Superseded values are not recommended for survey control.
 MO1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1122.See file dsdata.txt to determine how the superseded data were derived.
 MO1122
 MO1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0461867234(NAD 83)
 MO1122_MARKER: 66 = WINDMILL
 MO1122
 MO1122  HISTORY     - Date     Condition        Report By
 MO1122  HISTORY     - 1912     FIRST OBSERVED   CGS
 MO1122
 MO1122                          STATION DESCRIPTION
 MO1122
 MO1122'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0555 ***********************************************************************
 MP0555  DESIGNATION -  RIVER
 MP0555  PID         -  MP0555
 MP0555  STATE/COUNTY-  WY/CARBON
 MP0555  USGS QUAD   -  COW CREEK (1961)
 MP0555
 MP0555                         *CURRENT SURVEY CONTROL
 MP0555  ___________________________________________________________________
 MP0555* NAD 83(1993)-  41 17 09.32579(N)    106 44 01.34057(W)     ADJUSTED  
 MP0555* NAVD 88     -      2361.7    (meters)    7748.     (feet)  VERTCON   
 MP0555  ___________________________________________________________________
 MP0555  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 MP0555  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 MP0555
 MP0555  HORZ ORDER  -  SECOND
 MP0555
 MP0555.The horizontal coordinates were established by classical geodetic methods
 MP0555.and adjusted by the National Geodetic Survey in January 1997..
 MP0555
 MP0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0555
 MP0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0555
 MP0555.The geoid height was determined by GEOID03.
 MP0555
 MP0555;                    North         East     Units Scale Factor Converg.
 MP0555;SPC WYEC     -   187,446.258   450,228.117   MT  0.99996854   +0 23 44.4
 MP0555;UTM  13      - 4,571,947.612   354,821.703   MT  0.99985939   -1 08 38.9
 MP0555
 MP0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0555!SPC WYEC     -   0.99963151  x   0.99996854  =   0.99960006
 MP0555!UTM  13      -   0.99963151  x   0.99985939  =   0.99949095
 MP0555
 MP0555|---------------------------------------------------------------------|
 MP0555| PID    Reference Object                     Distance      Geod. Az  |
 MP0555|                                                           dddmmss.s |
 MP0555| MP0553 RIVER RM                             10.223 METERS 12958     |
 MP0555| CP6523 RIVER RM 2                            6.538 METERS 21635     |
 MP0555| CP6522 RIVER AZ MK                                        2924500.2 |
 MP0555|---------------------------------------------------------------------|
 MP0555
 MP0555                          SUPERSEDED SURVEY CONTROL
 MP0555
 MP0555  NAD 83(1986)-  41 17 09.31882(N)    106 44 01.33607(W) AD(       ) 2
 MP0555  NAD 27      -  41 17 09.44500(N)    106 43 59.20700(W) AD(       ) 2
 MP0555  NGVD 29 (07/19/86) 2360.5    (m)         7744.     (f) VERT ANG       
 MP0555
 MP0555.Superseded values are not recommended for survey control.
 MP0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0555.See file dsdata.txt to determine how the superseded data were derived.
 MP0555
 MP0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5482271948(NAD 83)
 MP0555_MARKER: DS = TRIANGULATION STATION DISK
 MP0555_SETTING: 80 = SET IN A BOULDER
 MP0555_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0555_STAMPING: RIVER
 MP0555_MARK LOGO: CGS   
 MP0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0555+STABILITY: SURFACE MOTION
 MP0555
 MP0555  HISTORY     - Date     Condition        Report By
 MP0555  HISTORY     - 1948     MONUMENTED       CGS
 MP0555  HISTORY     - 1959     GOOD             USGS
 MP0555  HISTORY     - 19830909 GOOD             NGS
 MP0555
 MP0555                          STATION DESCRIPTION
 MP0555
 MP0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0555'STATION MARK IS LOCATED ON WHAT IS LOCALLY KNOWN AS NEEDLE
 MP0555'PEAK, WHICH IS A LOW, ROCKY HILL, ABOUT 12 MILES AIRLINE
 MP0555'SOUTH SOUTHEAST OF SARATOGA, 6 MILES AIRLINE NORTH NORTHEAST
 MP0555'OF ENCAMPMENT, 1 MILE AIRLINE EAST OF STATE ROUTE 230, 1/4
 MP0555'MILE WEST OF ENCAMPMENT RIVER, ABOUT 25 FEET NORTHWEST OF AND
 MP0555'2 FEET LOWER THAN HIGHEST POINT OF HILL, 10 FEET NORTHWEST
 MP0555'OF CAIRN, PROJECTS 2 INCHES, AND STAMPED, RIVER 1948.
 MP0555'
 MP0555'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MP0555'SET IN A DRILL HOLE IN A BOULDER, ABOUT 24 INCHES HIGHER THAN
 MP0555'STATION, PROJECTS 24 INCHES, AND IS NOT STAMPED.
 MP0555'
 MP0555'REFERENCE MARK NO. 2 IS ABOUT 24 INCHES LOWER THAN STATION,
 MP0555'PROJECTS 12 INCHES, AND STAMPED, RIVER NO 2 1948.
 MP0555'
 MP0555'AZIMUTH MARK IS LOCATED 15 PACES SOUTH OF TRACK ROAD LEADING
 MP0555'TO STATION, 3 PACES SOUTH OF A WHITE WITNESS POST, PROJECTS
 MP0555'12 INCHES, AND STAMPED, RIVER 1948.
 MP0555'
 MP0555'TO REACH FROM POST OFFICE IN SARATOGA, GO WEST THEN SOUTH ON
 MP0555'STATE ROUTE 130 FOR 8.4 MILES TO JUNCTION OF STATE ROUTE 130
 MP0555'AND 230.  CONTINUE SOUTH ON STATE ROUTE 230 FOR 4.5 MILES
 MP0555'TO A WIRE GATE ON LEFT AND A POLE GATE ON RIGHT.  PASS THROUGH
 MP0555'WIRE GATE ON LEFT AND FOLLOW ALONG EAST SIDE OF FENCE IN
 MP0555'SOUTHERLY DIRECTION FOR 0.35 MILE.  ANGLE LEFT ALONG SOUTH SIDE
 MP0555'OF DITCH AND GO 0.3 MILE TO WIRE GATE.  PASS THROUGH GATE AND
 MP0555'TAKE LEFT FORK OF TRACK ROAD A SHORT DISTANCE EAST OF GATE AND
 MP0555'GO 0.2 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED ABOVE.
 MP0555'CONTINUE FOR 0.05 MILE ON TRACK ROAD.  LEAVE ROAD AND GO
 MP0555'LEFT TO FENCE CORNER 0.1 MILE AWAY.  DRIVE EAST ACROSS
 MP0555'COUNTRY FOR 0.5 MILE TO SMALL SADDLE AND END OF TRUCK
 MP0555'TRAVEL.  PACK SOUTH UP RIDGE TO HIGHEST POINT AND STATION AS
 MP0555'DESCRIBED ABOVE.  A 15 MINUTE PACK.
 MP0555
 MP0555                          STATION RECOVERY (1959)
 MP0555
 MP0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0555'STATION RECOVERED IN GOOD CONDITION.
 MP0555'
 MP0555'TO REACH THE STATION FROM THE POST OFFICE IN SARATOGA, GO
 MP0555'WEST 1 BLOCK TO STATE HIGHWAY 130.  FOLLOW STATE HIGHWAY 130
 MP0555'SOUTH 9 MILES TO THE JUNCTION OF STATE HIGHWAYS 130 AND 230
 MP0555'AND CONTINUE SOUTH ALONG STATE HIGHWAY 230 FOR 5 MILES, TAKE
 MP0555'FIELD ROAD LEFT 0.5 MILES TO A GATE, CONTINUE 0.3 MILES TO ROAD
 MP0555'FORK, TAKE LEFT FORK AND MAIN TRAVELED ROAD 1.2 MILES UP RIDGE
 MP0555'TO TV RELAY STATION AND STATION.
 MP0555
 MP0555                          STATION RECOVERY (1983)
 MP0555
 MP0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 MP0555'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 MP0555'RECOVERED IN GOOD CONDITION AND THE LOCATION OF 1959 IS STILL GOOD.
 MP0555'THERE WAS NO EVIDENCE OF MOVEMENT OF THE MARKS.  OWNERSHIP- THE LAND
 MP0555'IS OWNED BY THE BLM, CONTACT THE OFFICE IN RAWLINS, WYOMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0557 ***********************************************************************
 NQ0557  DESIGNATION -  RIVER
 NQ0557  PID         -  NQ0557
 NQ0557  STATE/COUNTY-  WY/CONVERSE
 NQ0557  USGS QUAD   -  ORIN (1949)
 NQ0557
 NQ0557                         *CURRENT SURVEY CONTROL
 NQ0557  ___________________________________________________________________
 NQ0557* NAD 83(1993)-  42 37 59.42305(N)    105 13 20.36483(W)     ADJUSTED  
 NQ0557* NAVD 88     -      1539.     (meters)    5049.     (feet)  VERTCON   
 NQ0557  ___________________________________________________________________
 NQ0557  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 NQ0557  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 NQ0557
 NQ0557  HORZ ORDER  -  THIRD
 NQ0557
 NQ0557.The horizontal coordinates were established by classical geodetic methods
 NQ0557.and adjusted by the National Geodetic Survey in January 1997..
 NQ0557
 NQ0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0557
 NQ0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0557
 NQ0557.The geoid height was determined by GEOID03.
 NQ0557
 NQ0557;                    North         East     Units Scale Factor Converg.
 NQ0557;SPC WY E     -   236,907.330   195,435.064   MT  0.99993776   -0 02 15.7
 NQ0557;UTM  13      - 4,720,104.553   481,771.343   MT  0.99960409   -0 09 02.1
 NQ0557
 NQ0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0557!SPC WY E     -   0.99976093  x   0.99993776  =   0.99969870
 NQ0557!UTM  13      -   0.99976093  x   0.99960409  =   0.99936511
 NQ0557
 NQ0557                          SUPERSEDED SURVEY CONTROL
 NQ0557
 NQ0557  NAD 83(1986)-  42 37 59.40236(N)    105 13 20.35337(W) AD(       ) 3
 NQ0557  NAD 27      -  42 37 59.51660(N)    105 13 18.42871(W) AD(       ) 3
 NQ0557  NGVD 29 (07/19/86) 1538.     (m)         5046.     (f) VERT ANG       
 NQ0557
 NQ0557.Superseded values are not recommended for survey control.
 NQ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0557.See file dsdata.txt to determine how the superseded data were derived.
 NQ0557
 NQ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8177120105(NAD 83)
 NQ0557_MARKER: DD = SURVEY DISK
 NQ0557_SETTING: 0 = UNSPECIFIED SETTING
 NQ0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0557
 NQ0557  HISTORY     - Date     Condition        Report By
 NQ0557  HISTORY     - 1947     MONUMENTED       USGS
 NQ0557
 NQ0557                          STATION DESCRIPTION
 NQ0557
 NQ0557'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0557'LOCATED APPROXIMATELY 2 MI. SW. OF ORIN JUNCTION, WYOMING, ON A HIGH
 NQ0557'BLUFF OVERLOOKING THE NORTH PLATTE RIVER.
 NQ0557'
 NQ0557'TO REACH STATION FROM ORIN, PROCEED SE. ON U.S. HIGHWAY 87 FOR 1.3
 NQ0557'MI., TURN RIGHT AND GO SW. OVER RAILROAD TRACKS AND CATTLEGUARD,
 NQ0557'CONTINUE ON WINDING RD. FOR 2.5 MI. TO TOP OF HILL, CROSS CATTLEGUARD
 NQ0557'AND PROCEED NW. ON A DIM TRAIL FOR 1.3 MI. TO STREAM, CROSS STREAM
 NQ0557'AND GO W. 0.7 MI. TO SECOND STREAM CROSSING, PROCEED NW. 1.1 MI. TO
 NQ0557'A GATE, PASS THRU GATE, TURN RIGHT AND PROCEED N. ALONG FENCE LINE
 NQ0557'FOR 0.2 MI., WHERE FENCE MAKES A RIGHT ANGLE TURN, GO NE. 1.1 MI. TO
 NQ0557'HIGHER POINT AND STATION.
 NQ0557'
 NQ0557'STATION MARK--STANDARD TABLET STAMPED ---RIVER 1947--- SET IN CONCRETE
 NQ0557'MONUMENT ON HIGHEST POINT.
 NQ0557'
 NQ0557'REFERENCE MARK NO. 1--AN IRON PIPE EXTENDING 23 IN. ABOVE GROUND, 40
 NQ0557'FT. S. OF STATION.
 NQ0557'
 NQ0557'REFERENCE MARK NO. 2--AN IRON PIPE EXTENDING 6 IN. ABOVE GROUND, 18.3
 NQ0557'FT. E. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0553 ***********************************************************************
 MP0553  DESIGNATION -  RIVER RM
 MP0553  PID         -  MP0553
 MP0553  STATE/COUNTY-  WY/CARBON
 MP0553  USGS QUAD   -  COW CREEK (1961)
 MP0553
 MP0553                         *CURRENT SURVEY CONTROL
 MP0553  ___________________________________________________________________
 MP0553* NAD 83(1993)-  41 17 09.11293(N)    106 44 01.00388(W)     ADJUSTED  
 MP0553* NAVD 88     -      2362.     (meters)    7749.     (feet)  SCALED    
 MP0553  ___________________________________________________________________
 MP0553  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 MP0553  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 MP0553
 MP0553  HORZ ORDER  -  SECOND
 MP0553
 MP0553.The horizontal coordinates were established by classical geodetic methods
 MP0553.and adjusted by the National Geodetic Survey in January 1997..
 MP0553
 MP0553.The orthometric height was scaled from a topographic map.
 MP0553
 MP0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0553
 MP0553.The geoid height was determined by GEOID03.
 MP0553
 MP0553;                    North         East     Units Scale Factor Converg.
 MP0553;SPC WYEC     -   187,439.746   450,235.996   MT  0.99996855   +0 23 44.6
 MP0553;UTM  13      - 4,571,940.892   354,829.404   MT  0.99985937   -1 08 38.6
 MP0553
 MP0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0553!SPC WYEC     -   0.99963143  x   0.99996855  =   0.99959999
 MP0553!UTM  13      -   0.99963143  x   0.99985937  =   0.99949085
 MP0553
 MP0553                          SUPERSEDED SURVEY CONTROL
 MP0553
 MP0553  NAD 83(1986)-  41 17 09.10595(N)    106 44 00.99938(W) AD(       ) 2
 MP0553  NAD 27      -  41 17 09.23200(N)    106 43 58.87000(W) AD(       ) 2
 MP0553
 MP0553.Superseded values are not recommended for survey control.
 MP0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0553.See file dsdata.txt to determine how the superseded data were derived.
 MP0553
 MP0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5482971941(NAD 83)
 MP0553_MARKER: DD = SURVEY DISK
 MP0553_SETTING: 80 = SET IN A BOULDER
 MP0553_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0553
 MP0553  HISTORY     - Date     Condition        Report By
 MP0553  HISTORY     - 1948     MONUMENTED       USGS
 MP0553
 MP0553                          STATION DESCRIPTION
 MP0553
 MP0553'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 MP0553'STATION MARK IS LOCATED ON WHAT IS LOCALLY KNOWN AS NEEDLE
 MP0553'PEAK, WHICH IS A LOW, ROCKY HILL, ABOUT 12 MILES AIRLINE
 MP0553'SOUTH SOUTHEAST OF SARATOGA, 6 MILES AIRLINE NORTH NORTHEAST
 MP0553'OF ENCAMPMENT, 1 MILE AIRLINE EAST OF STATE ROUTE 230, 1/4
 MP0553'MILE WEST OF ENCAMPMENT RIVER.
 MP0553'
 MP0553'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MP0553'SET IN A DRILL HOLE IN A BOULDER, ABOUT 24 INCHES HIGHER THAN
 MP0553'STATION RIVER, PROJECTS 24 INCHES, AND IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0807 ***********************************************************************
 OX0807  DESIGNATION -  RIVERS
 OX0807  PID         -  OX0807
 OX0807  STATE/COUNTY-  WY/LINCOLN
 OX0807  USGS QUAD   -  FERRY PEAK (1996)
 OX0807
 OX0807                         *CURRENT SURVEY CONTROL
 OX0807  ___________________________________________________________________
 OX0807* NAD 83(1993)-  43 08 52.47744(N)    110 52 35.96868(W)     ADJUSTED  
 OX0807* NAVD 88     -      1971.5    (meters)    6468.     (feet)  VERTCON   
 OX0807  ___________________________________________________________________
 OX0807  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 OX0807  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 OX0807
 OX0807  HORZ ORDER  -  SECOND
 OX0807
 OX0807.The horizontal coordinates were established by classical geodetic methods
 OX0807.and adjusted by the National Geodetic Survey in January 1997..
 OX0807
 OX0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0807
 OX0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0807
 OX0807.The geoid height was determined by GEOID03.
 OX0807
 OX0807;                    North         East     Units Scale Factor Converg.
 OX0807;SPC WY W     -   394,390.264   735,470.820   MT  0.99998871   -0 32 33.2
 OX0807;UTM  12      - 4,777,247.590   510,029.258   MT  0.99960124   +0 05 03.7
 OX0807
 OX0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0807!SPC WY W     -   0.99969256  x   0.99998871  =   0.99968127
 OX0807!UTM  12      -   0.99969256  x   0.99960124  =   0.99929392
 OX0807
 OX0807|---------------------------------------------------------------------|
 OX0807| PID    Reference Object                     Distance      Geod. Az  |
 OX0807|                                                           dddmmss.s |
 OX0807| CP6525 RIVERS RM 1                          54.574 METERS 00436     |
 OX0807| CP6526 RIVERS RM 2                           7.655 METERS 08605     |
 OX0807| CP6524 RIVERS AZ MK                                       1120038.8 |
 OX0807|---------------------------------------------------------------------|
 OX0807
 OX0807                          SUPERSEDED SURVEY CONTROL
 OX0807
 OX0807  NAD 83(1993)-  43 08 52.47548(N)    110 52 35.96350(W) AD(       ) 2
 OX0807  NAD 83(1986)-  43 08 52.46440(N)    110 52 35.95850(W) AD(       ) 2
 OX0807  NAD 27      -  43 08 52.73200(N)    110 52 33.24900(W) AD(       ) 2
 OX0807  NGVD 29 (07/19/86) 1970.2    (m)         6464.     (f) VERT ANG       
 OX0807
 OX0807.Superseded values are not recommended for survey control.
 OX0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0807.See file dsdata.txt to determine how the superseded data were derived.
 OX0807
 OX0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN1002977248(NAD 83)
 OX0807_MARKER: DS = TRIANGULATION STATION DISK
 OX0807_SETTING: 80 = SET IN A BOULDER
 OX0807_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OX0807
 OX0807  HISTORY     - Date     Condition        Report By
 OX0807  HISTORY     - 1946     MONUMENTED       CGS
 OX0807
 OX0807                          STATION DESCRIPTION
 OX0807
 OX0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0807'THE STATION IS LOCATED ON A ROUND GRASSY KNOLL ON THE SOUTHERN
 OX0807'SLOPE OF A RIDGE, ABOUT 0.2 MILE NORTHWEST OF THE CONFLUENCE
 OX0807'OF GREYS RIVER AND LITTLE GREYS RIVER, 0.2 MILE NORTHWEST
 OX0807'OF A U.S. FOREST SERVICE GUARD STATION, 9 MILES EAST-SOUTHEAST
 OX0807'OF ALPINE AND 24 MILES SOUTH BY WEST OF JACKSON.  THIS POINT
 OX0807'IS ABOUT 300 FEET ABOVE THE VALLEY FLOOR
 OX0807'
 OX0807'THE STATION MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0807'IN A BURIED BOULDER AND IS STAMPED RIVERS 1946.
 OX0807'
 OX0807'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0807'HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH ON THE NORTH SIDE
 OX0807'AND PROJECTS 4 INCHES ON THE SOUTH.  IT IS ON THE SOUTHERN
 OX0807'SLOPE OF THE FIRST KNOLL TO THE NORTH.  IS STAMPED RIVERS
 OX0807'NO 1 1946.
 OX0807'
 OX0807'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0807'IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND
 OX0807'IS 6 FEET LOWER THAN THE STATION MARK.  IS STAMPED RIVERS
 OX0807'NO 2 1946.
 OX0807'
 OX0807'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0807'IN AN IRREGULAR-SHAPED BOULDER (2 FT. BY 1 FT.).  IT IS 0.05
 OX0807'MILE EAST-NORTHEAST OF THE CONFLUENCE OF GREYS RIVER AND
 OX0807'LITTLE GREYS RIVER, 50 FEET NORTHEAST OF THE NORTHEAST CORNER
 OX0807'OF A FENCE INCLOSURE, AND ABOUT 50 YARDS NORTH OF A ROAD.  IT
 OX0807'IS STAMPED RIVERS 1946.
 OX0807'
 OX0807'TO REACH THE STATION FROM THE POST OFFICE IN ALPINE GO SOUTH
 OX0807'ON U.S. HIGHWAY NO. 89 1.6 MILES TO A GRAVELED ROAD EAST WHICH
 OX0807'IS THE GREYS RIVER ROAD.  TURN LEFT AND FOLLOW THIS ROAD 9.8
 OX0807'TO A TRIANGULAR BLAZE ON A PINE TREE ON THE RIGHT.  THIS IS
 OX0807'0.2 MILES WEST OF THE BRIDGE OVER LITTLE GREYS RIVER AND THE
 OX0807'END OF TRUCK TRAVEL.  FROM HERE PACK NORTHERLY UP RIDGE FOR
 OX0807'1/4 MILE TO THE STATION.  A 20 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0052 ***********************************************************************
 OW0052  DESIGNATION -  RIVERTON
 OW0052  PID         -  OW0052
 OW0052  STATE/COUNTY-  WY/FREMONT
 OW0052  USGS QUAD   -  RIVERTON WEST (1978)
 OW0052
 OW0052                         *CURRENT SURVEY CONTROL
 OW0052  ___________________________________________________________________
 OW0052* NAD 83(1986)-  43 01 25.     (N)    108 23 13.     (W)     SCALED    
 OW0052* NAVD 88     -      1513.933  (meters)    4966.96   (feet)  ADJUSTED  
 OW0052  ___________________________________________________________________
 OW0052  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 OW0052  DYNAMIC HT  -        1512.940 (meters)    4963.70  (feet)  COMP
 OW0052  MODELED GRAV-     979,912.8   (mgal)                       NAVD 88
 OW0052
 OW0052  VERT ORDER  -  FIRST     CLASS II
 OW0052
 OW0052.The horizontal coordinates were scaled from a topographic map and have
 OW0052.an estimated accuracy of +/- 6 seconds.
 OW0052
 OW0052.The orthometric height was determined by differential leveling
 OW0052.and adjusted by the National Geodetic Survey in June 1991..
 OW0052.WARNING-Repeat measurements at this control monument indicate possible
 OW0052.vertical movement.
 OW0052
 OW0052.The geoid height was determined by GEOID03.
 OW0052
 OW0052.The dynamic height is computed by dividing the NAVD 88
 OW0052.geopotential number by the normal gravity value computed on the
 OW0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0052.degrees latitude (g = 980.6199 gals.).
 OW0052
 OW0052.The modeled gravity was interpolated from observed gravity values.
 OW0052
 OW0052;                    North         East    Units  Estimated Accuracy
 OW0052;SPC WYWC     -   280,340.      629,590.      MT  (+/- 180 meters Scaled)
 OW0052
 OW0052                          SUPERSEDED SURVEY CONTROL
 OW0052
 OW0052  NGVD 29 (??/??/92) 1512.950  (m)         4963.74   (f) ADJ UNCH    1 2
 OW0052
 OW0052.Superseded values are not recommended for survey control.
 OW0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0052.See file dsdata.txt to determine how the superseded data were derived.
 OW0052
 OW0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN129667(NAD 83)
 OW0052_MARKER: DB = BENCH MARK DISK
 OW0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0052_SP_SET: STEP
 OW0052_STAMPING: 4963.212 RIVERTON 1932
 OW0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0052
 OW0052  HISTORY     - Date     Condition        Report By
 OW0052  HISTORY     - 1932     MONUMENTED       CGS
 OW0052
 OW0052                          STATION DESCRIPTION
 OW0052
 OW0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 OW0052'IN RIVERTON.
 OW0052'AT RIVERTON, FREMONT COUNTY, AT THE CITY HALL, AT THE SOUTH ENTRANCE,
 OW0052'AND IN THE TOP STEP.  A STANDARD DISK, STAMPED 4963.212 RIVERTON 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0270 ***********************************************************************
 OW0270  DESIGNATION -  RIVERTON MUN AIRPORT BEACON
 OW0270  PID         -  OW0270
 OW0270  STATE/COUNTY-  WY/FREMONT
 OW0270  USGS QUAD   -  RIVERTON WEST (1978)
 OW0270
 OW0270                         *CURRENT SURVEY CONTROL
 OW0270  ___________________________________________________________________
 OW0270* NAD 83(1993)-  43 03 38.72307(N)    108 27 23.28577(W)     ADJUSTED  
 OW0270* NAVD 88     -                                                        
 OW0270  ___________________________________________________________________
 OW0270  LAPLACE CORR-          -7.73  (seconds)                    DEFLEC99
 OW0270  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 OW0270
 OW0270  HORZ ORDER  -  THIRD
 OW0270
 OW0270.This mark is at Riverton Regional Airport (RIW)
 OW0270
 OW0270.The horizontal coordinates were established by classical geodetic methods
 OW0270.and adjusted by the National Geodetic Survey in January 1997..
 OW0270
 OW0270
 OW0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0270
 OW0270.The geoid height was determined by GEOID03.
 OW0270
 OW0270;                    North         East     Units Scale Factor Converg.
 OW0270;SPC WYWC     -   284,444.805   623,909.778   MT  0.99994453   +0 12 01.5
 OW0270;UTM  12      - 4,770,701.733   707,119.405   MT  1.00012776   +1 44 14.2
 OW0270
 OW0270                          SUPERSEDED SURVEY CONTROL
 OW0270
 OW0270  NAD 83(1986)-  43 03 38.71080(N)    108 27 23.29056(W) AD(       ) 4
 OW0270  NAD 27      -  43 03 38.85758(N)    108 27 20.90158(W) AD(       ) 3
 OW0270
 OW0270.Superseded values are not recommended for survey control.
 OW0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0270.See file dsdata.txt to determine how the superseded data were derived.
 OW0270
 OW0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0711970702(NAD 83)
 OW0270_MARKER: 21 = AIRPORT BEACON
 OW0270
 OW0270  HISTORY     - Date     Condition        Report By
 OW0270  HISTORY     - 1964     FIRST OBSERVED   CGS
 OW0270  HISTORY     - 19900706 GOOD             NGS
 OW0270
 OW0270                          STATION DESCRIPTION
 OW0270
 OW0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JJC)
 OW0270'THE STATION, A STANDARD GREEN AND WHITE ROTATING BEACON, LOCATED
 OW0270'ATOP A 50 FT. FOUR LEGGED STEEL TOWER.  APPROXIMATELY 220
 OW0270'FT. WSW OF THE SW CORNER OF RIVERTON MUNICIPAL AIRPORT TERMINAL
 OW0270'BUILDING.  185 FEET SOUTH OF THE SOUTH EDGE OF A PARKING LOT.
 OW0270'45 FEET SW OF THE SW CORNER OF METAL HANGER.
 OW0270'
 OW0270'POINT OBSERVED UPON--SPINDLE.
 OW0270
 OW0270                          STATION RECOVERY (1990)
 OW0270
 OW0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OW0270'THE AIRPORT BEACON IS LOCATED ON THE SOUTH SIDE OF THE FIELD ON THE
 OW0270'NORTHWEST SIDE OF THE TERMINAL BUILDING.  A STANDARD FAA BEACON
 OW0270'FLASHING ALTERNATE GREEN AND CLEAR AND LOCATED ATOP A 50 FOOT (15.2 M)
 OW0270'FOUR LEGGED TOWER.  THE POINT OBSERVED WAS THE SPINDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0266 ***********************************************************************
 OW0266  DESIGNATION -  RIVERTON STATE PRISON FARM TK
 OW0266  PID         -  OW0266
 OW0266  STATE/COUNTY-  WY/FREMONT
 OW0266  USGS QUAD   -  RIVERTON EAST (1978)
 OW0266
 OW0266                         *CURRENT SURVEY CONTROL
 OW0266  ___________________________________________________________________
 OW0266* NAD 83(1993)-  43 03 33.35834(N)    108 22 15.97984(W)     ADJUSTED  
 OW0266* NAVD 88     -                                                        
 OW0266  ___________________________________________________________________
 OW0266  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 OW0266  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 OW0266
 OW0266  HORZ ORDER  -  THIRD
 OW0266
 OW0266.The horizontal coordinates were established by classical geodetic methods
 OW0266.and adjusted by the National Geodetic Survey in January 1997..
 OW0266
 OW0266
 OW0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0266
 OW0266.The geoid height was determined by GEOID03.
 OW0266
 OW0266;                    North         East     Units Scale Factor Converg.
 OW0266;SPC WYWC     -   284,307.122   630,863.799   MT  0.99994921   +0 15 31.3
 OW0266;UTM  12      - 4,770,750.617   714,076.001   MT  1.00016381   +1 47 44.0
 OW0266
 OW0266                          SUPERSEDED SURVEY CONTROL
 OW0266
 OW0266  NAD 83(1986)-  43 03 33.34389(N)    108 22 15.98157(W) AD(       ) 4
 OW0266  NAD 27      -  43 03 33.50000(N)    108 22 13.62000(W) AD(       ) 3
 OW0266
 OW0266.Superseded values are not recommended for survey control.
 OW0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0266.See file dsdata.txt to determine how the superseded data were derived.
 OW0266
 OW0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1407670751(NAD 83)
 OW0266_MARKER: 53 = ELEVATED TANK
 OW0266
 OW0266  HISTORY     - Date     Condition        Report By
 OW0266  HISTORY     - 1936     FIRST OBSERVED   CGS
 OW0266  HISTORY     - 1964     GOOD             CGS
 OW0266
 OW0266                          STATION DESCRIPTION
 OW0266
 OW0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JJC)
 OW0266'THE STATION WAS RECOVERED IN GOOD CONDITION.
 OW0266'
 OW0266'THE STATION IS THE BALL ON TOP OF A 4 LEGGED STEEL WATER TANK
 OW0266'ABOUT 100 FEET IN HEIGHT AND IS PAINTED SILVER.  THE TANK IS
 OW0266'ON THE WEST SIDE OF THE ADMINISTRATION BUILDING OF THE WYOMING
 OW0266'STATE PRISON FARM, WHICH IS ABOUT 2 MILES NORTH-NORTHWEST OF
 OW0266'RIVERTON, WYOMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0546 ***********************************************************************
 MQ0546  DESIGNATION -  RKS ARP
 MQ0546  PID         -  MQ0546
 MQ0546  STATE/COUNTY-  WY/SWEETWATER
 MQ0546  USGS QUAD   -  BAXTER (1978)
 MQ0546
 MQ0546                         *CURRENT SURVEY CONTROL
 MQ0546  ___________________________________________________________________
 MQ0546* NAD 83(1993)-  41 35 46.43987(N)    109 03 59.57380(W)     ADJUSTED  
 MQ0546* NAVD 88     -      2055.14   (+/-2cm)    6742.6    (feet)  VERTCON   
 MQ0546  ___________________________________________________________________
 MQ0546  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 MQ0546  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MQ0546
 MQ0546  HORZ ORDER  -  SECOND
 MQ0546  VERT ORDER  -  THIRD ? (See Below)
 MQ0546
 MQ0546.This mark is at Rock Springs-Sweetwater Co Airport (RKS)
 MQ0546
 MQ0546.The horizontal coordinates were established by GPS observations
 MQ0546.and adjusted by the National Geodetic Survey in January 1997..
 MQ0546
 MQ0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0546.The vertical order pertains to the NGVD 29 superseded value.
 MQ0546
 MQ0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0546
 MQ0546.The geoid height was determined by GEOID03.
 MQ0546
 MQ0546;                    North         East     Units Scale Factor Converg.
 MQ0546;SPC WYWC     -   121,782.804   573,610.230   MT  0.99994607   -0 12 36.5
 MQ0546;UTM  12      - 4,606,753.347   661,135.802   MT  0.99991953   +1 17 01.9
 MQ0546
 MQ0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0546!SPC WYWC     -   0.99967996  x   0.99994607  =   0.99962605
 MQ0546!UTM  12      -   0.99967996  x   0.99991953  =   0.99959952
 MQ0546
 MQ0546                          SUPERSEDED SURVEY CONTROL
 MQ0546
 MQ0546  NAD 83(1986)-  41 35 46.43225(N)    109 03 59.56622(W) AD(       ) 2
 MQ0546  NGVD 29 (02/10/93) 2053.86   (m)         6738.4    (f) LEVELING    3  
 MQ0546
 MQ0546.Superseded values are not recommended for survey control.
 MQ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0546.See file dsdata.txt to determine how the superseded data were derived.
 MQ0546
 MQ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM6113606753(NAD 83)
 MQ0546_MARKER: DT = TOPOGRAPHIC STATION DISK
 MQ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0546_SP_SET: CONCRETE POST
 MQ0546_STAMPING: ARP 1958
 MQ0546_MARK LOGO: CGS   
 MQ0546_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MQ0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0546+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1992
 MQ0546
 MQ0546  HISTORY     - Date     Condition        Report By
 MQ0546  HISTORY     - 1958     MONUMENTED       CGS
 MQ0546  HISTORY     - 19860630 GOOD             NGS
 MQ0546  HISTORY     - 19920802 GOOD
 MQ0546
 MQ0546                          STATION DESCRIPTION
 MQ0546
 MQ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0546'THE STATION IS LOCATED AT THE ROCK SPRINGS-SWEETWATER COUNTY AIRPORT
 MQ0546'NEAR MIDFIELD.
 MQ0546'TO REACH THE STATION FROM THE SOUTH SIDE OF THE AIRPORT FIRE STATION.
 MQ0546'GO SOUTHERLY FOR 0.25 MI (0.40 KM) CROSSING THE RAMP AND ONTO A
 MQ0546'TAXIWAY AND CROSSING CLOSED RUNWAY 7-25 TO THE JUNCTION OF A
 MQ0546'EAST/WEST TAXIWAY. TURN LEFT, EAST ON THE TAXIWAY FOR ABOUT 250.0 FT
 MQ0546'(76.20 M) TO THE STATION ON THE LEFT.
 MQ0546'THE STATION IS LOCATED 300.0 FT (91.44 M) SOUTH OF THE SOUTH EDGE OF
 MQ0546'THE SOUTH EDGE OF FORMER RUNWAY 7-25, 271.0 FT (82.60 M) EAST OF THE
 MQ0546'EAST EDGE OF A NORTH/SOUTH TAXIWAY LEADING TO THE GENERAL AVIATION
 MQ0546'AREA AND 35.0 FT (10.67 M) NORTH OF THE NORTH EDGE OF A EAST/WEST
 MQ0546'TAXIWAY.
 MQ0546
 MQ0546                          STATION RECOVERY (1986)
 MQ0546
 MQ0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 MQ0546'THE STATION IS LOCATED AT THE ROCK SPRINGS-SWEETWATER COUNTY AIRPORT
 MQ0546'NEAR THE AIRPORT CENTER.  IT IS 300 FEET (91.4 M) SOUTHERLY OF THE
 MQ0546'SOUTHERLY EDGE OF FORMER RUNWAY 7-25 AND 271 FEET (82.6 M) EAST OF THE
 MQ0546'EAST EDGE OF A NORTH-SOUTH TAXIWAY LEADING TO THE GENERAL AVIATION
 MQ0546'AREA.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1958 AND
 MQ0546'PROJECTS 1.5 FEET (0.5 M) ABOVE THE SURROUNDING AREA.
 MQ0546
 MQ0546                          STATION RECOVERY (1992)
 MQ0546
 MQ0546'RECOVERED 1992
 MQ0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0547 ***********************************************************************
 MQ0547  DESIGNATION -  RKS G
 MQ0547  PID         -  MQ0547
 MQ0547  STATE/COUNTY-  WY/SWEETWATER
 MQ0547  USGS QUAD   -  BAXTER (1978)
 MQ0547
 MQ0547                         *CURRENT SURVEY CONTROL
 MQ0547  ___________________________________________________________________
 MQ0547* NAD 83(1993)-  41 35 48.91833(N)    109 04 56.87843(W)     ADJUSTED  
 MQ0547* NAVD 88     -      2050.84   (+/-2cm)    6728.5    (feet)  VERTCON   
 MQ0547  ___________________________________________________________________
 MQ0547  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 MQ0547  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 MQ0547
 MQ0547  HORZ ORDER  -  SECOND
 MQ0547  VERT ORDER  -  THIRD ? (See Below)
 MQ0547
 MQ0547.This mark is at Rock Springs-Sweetwater Co Airport (RKS)
 MQ0547
 MQ0547.The horizontal coordinates were established by GPS observations
 MQ0547.and adjusted by the National Geodetic Survey in January 1997..
 MQ0547
 MQ0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0547.The vertical order pertains to the NGVD 29 superseded value.
 MQ0547
 MQ0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0547
 MQ0547.The geoid height was determined by GEOID03.
 MQ0547
 MQ0547;                    North         East     Units Scale Factor Converg.
 MQ0547;SPC WYWC     -   121,864.254   572,283.486   MT  0.99994695   -0 13 14.6
 MQ0547;UTM  12      - 4,606,800.176   659,807.425   MT  0.99991428   +1 16 23.9
 MQ0547
 MQ0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0547!SPC WYWC     -   0.99968064  x   0.99994695  =   0.99962761
 MQ0547!UTM  12      -   0.99968064  x   0.99991428  =   0.99959495
 MQ0547
 MQ0547                          SUPERSEDED SURVEY CONTROL
 MQ0547
 MQ0547  NAD 83(1986)-  41 35 48.91067(N)    109 04 56.87075(W) AD(       ) 2
 MQ0547  NGVD 29 (02/10/93) 2049.57   (m)         6724.3    (f) LEVELING    3  
 MQ0547
 MQ0547.Superseded values are not recommended for survey control.
 MQ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0547.See file dsdata.txt to determine how the superseded data were derived.
 MQ0547
 MQ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM5980706800(NAD 83)
 MQ0547_MARKER: DT = TOPOGRAPHIC STATION DISK
 MQ0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0547_SP_SET: CONCRETE POST
 MQ0547_STAMPING: RKS G 1981
 MQ0547_MARK LOGO: NOS   
 MQ0547_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MQ0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0547+STABILITY: SURFACE MOTION
 MQ0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0547+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1992
 MQ0547
 MQ0547  HISTORY     - Date     Condition        Report By
 MQ0547  HISTORY     - 1981     MONUMENTED       NOS
 MQ0547  HISTORY     - 19920802 GOOD
 MQ0547  HISTORY     - 19930630 GOOD             NGS
 MQ0547
 MQ0547                          STATION DESCRIPTION
 MQ0547
 MQ0547'DESCRIBED BY NATIONAL OCEAN SERVICE 1981
 MQ0547'THE STATION IS LOCATED AT THE ROCK SPRINGS-SWEETWATER COUNTY AIRPORT
 MQ0547'AT THE WEST END OF THE FIELD AND ON THE SOUTH SIDE OF THE RUNWAY AND
 MQ0547'NEAR RUNWAY END 9.
 MQ0547'TO REACH THE STATION FROM THE SOUTH SIDE OF THE AIRPORT FIRE STATION.
 MQ0547'GO SOUTHERLY FOR 0.25 MI (0.40 KM) CROSSING THE RAMP AND ONTO A
 MQ0547'TAXIWAY AND CROSSING CLOSED RUNWAY 7-25 TO THE JUNCTION OF A
 MQ0547'EAST/WEST TAXIWAY. TURN RIGHT, WEST ON THE TAXIWAY FOR 0.8 MI
 MQ0547'(1.29 KM) TO THE NORTH EDGE OF RUNWAY END 9.  CROSS RUNWAY AND GO
 MQ0547'SOUTHERLY FOR ABOUT 230.0 FT (70.10 M) TO THE STATION ATOP A LOW
 MQ0547'BLUFF.
 MQ0547'THE STATION IS LOCATED 282.0 FT (85.95 M) SOUTH OF THE CENTERLINE END
 MQ0547'OF RUNWAY END 9, 174.0 FT (53.04 M) SOUTHERLY OF THE SOUTH REIL, 11.7
 MQ0547'FT (3.57 M) SOUTH OF THE EDGE OF A LOW BLUFF AND 3.2 FT (0.98 M) EAST
 MQ0547'OF A STEEL WITNESS POST.
 MQ0547
 MQ0547                          STATION RECOVERY (1992)
 MQ0547
 MQ0547'RECOVERED 1992
 MQ0547'RECOVERED IN GOOD CONDITION.
 MQ0547
 MQ0547                          STATION RECOVERY (1993)
 MQ0547
 MQ0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MQ0547'THE STATION IS LOCATED AT THE ROCK SPRINGS-SWEETWATER COUNTY AIRPORT
 MQ0547'NEAR RUNWAY END 9.  IT IS 282 FEET (86.0 M) SOUTH OF THE CENTERLINE
 MQ0547'END OF RUNWAY 9 AND ON LINE WITH THE END, 174.0 FEET (53.0 M)
 MQ0547'SOUTHERLY OF THE SOUTH REIL, 11.7 FEET (3.6 M) SOUTH OF THE EDGE OF A
 MQ0547'LOW BLUFF AND 3.2 FEET (1.0 M) EAST OF A STEEL WITNESS POST.  THE
 MQ0547'STATION IS A STANDARD NOS DISK STAMPED RKS G 1981, SET IN THE TOP OF A
 MQ0547'CONCRETE POST AND IS 0.4 FOOT (12.2 CM) BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0548 ***********************************************************************
 MQ0548  DESIGNATION -  RKS H
 MQ0548  PID         -  MQ0548
 MQ0548  STATE/COUNTY-  WY/SWEETWATER
 MQ0548  USGS QUAD   -  BAXTER (1978)
 MQ0548
 MQ0548                         *CURRENT SURVEY CONTROL
 MQ0548  ___________________________________________________________________
 MQ0548* NAD 83(1993)-  41 35 31.67796(N)    109 02 44.45119(W)     ADJUSTED  
 MQ0548* NAVD 88     -      2060.79   (+/-2cm)    6761.1    (feet)  VERTCON   
 MQ0548  ___________________________________________________________________
 MQ0548  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 MQ0548  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 MQ0548
 MQ0548  HORZ ORDER  -  SECOND
 MQ0548  VERT ORDER  -  THIRD ? (See Below)
 MQ0548
 MQ0548.This mark is at Rock Springs-Sweetwater Co Airport (RKS)
 MQ0548
 MQ0548.The horizontal coordinates were established by GPS observations
 MQ0548.and adjusted by the National Geodetic Survey in January 1997..
 MQ0548
 MQ0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0548.The vertical order pertains to the NGVD 29 superseded value.
 MQ0548
 MQ0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0548
 MQ0548.The geoid height was determined by GEOID03.
 MQ0548
 MQ0548;                    North         East     Units Scale Factor Converg.
 MQ0548;SPC WYWC     -   121,321.234   575,348.329   MT  0.99994498   -0 11 46.6
 MQ0548;UTM  12      - 4,606,337.258   662,885.306   MT  0.99992651   +1 17 51.4
 MQ0548
 MQ0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0548!SPC WYWC     -   0.99967907  x   0.99994498  =   0.99962407
 MQ0548!UTM  12      -   0.99967907  x   0.99992651  =   0.99960561
 MQ0548
 MQ0548                          SUPERSEDED SURVEY CONTROL
 MQ0548
 MQ0548  NAD 83(1986)-  41 35 31.67031(N)    109 02 44.44358(W) AD(       ) 2
 MQ0548  NGVD 29 (02/10/93) 2059.51   (m)         6756.9    (f) LEVELING    3  
 MQ0548
 MQ0548.Superseded values are not recommended for survey control.
 MQ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0548.See file dsdata.txt to determine how the superseded data were derived.
 MQ0548
 MQ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM6288506337(NAD 83)
 MQ0548_MARKER: DT = TOPOGRAPHIC STATION DISK
 MQ0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0548_SP_SET: CONCRETE POST
 MQ0548_STAMPING: RKS H 1981
 MQ0548_MARK LOGO: NOS   
 MQ0548_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MQ0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0548+STABILITY: SURFACE MOTION
 MQ0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0548+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1992
 MQ0548
 MQ0548  HISTORY     - Date     Condition        Report By
 MQ0548  HISTORY     - 1981     MONUMENTED       NOS
 MQ0548  HISTORY     - 19920802 GOOD
 MQ0548  HISTORY     - 19930630 GOOD             NGS
 MQ0548
 MQ0548                          STATION DESCRIPTION
 MQ0548
 MQ0548'DESCRIBED BY NATIONAL OCEAN SERVICE 1981
 MQ0548'THE STATION IS LOCATED AT THE ROCK SPRINGS-SWEETWATER COUNTY AIRPORT
 MQ0548'AT THE EAST END OF THE FIELD AND NEAR RUNWAY END 27.
 MQ0548'TO REACH THE STATION FROM THE SOUTH SIDE OF THE AIRPORT FIRE STATION.
 MQ0548'GO SOUTHERLY FOR 0.25 MI (0.40 KM) CROSSING THE RAMP AND ONTO A
 MQ0548'TAXIWAY AND CROSSING CLOSED RUNWAY 7-25 TO THE JUNCTION OF A
 MQ0548'EAST/WEST TAXIWAY. TURN LEFT, EAST ON THE TAXIWAY FOR 0.2 MI
 MQ0548'(0.32 KM) TO THE JUNCTION OF RUNWAY 3-21, CROSS RUNWAY AND CONTINUE
 MQ0548'EAST ON TAXIWAY FOR 0.95 MI (1.53 KM) TO A PAINTED HOLD BAR AND THE
 MQ0548'STATION ON THE LEFT ON TOP OF A LOW BLUFF.
 MQ0548'THE STATION IS LOCATED 198.0 FT (60.35 M) EAST OF THE EAST END OF THE
 MQ0548'RUNWAY EXTENDED TO THE NORTH, 59.0 FT (17.98 M) SOUTH OF THE EDGE OF
 MQ0548'THE BLUFF, 30.0 FT (9.14 M) NORTH OF THE CENTERLINE OF THE DIRT
 MQ0548'SERVICE ROAD AND 3.3 FT (1.01 M) EAST OF OF A STEEL WITNESS POST.
 MQ0548
 MQ0548                          STATION RECOVERY (1992)
 MQ0548
 MQ0548'RECOVERED 1992
 MQ0548'RECOVERED IN GOOD CONDITION.
 MQ0548
 MQ0548                          STATION RECOVERY (1993)
 MQ0548
 MQ0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MQ0548'THE STATION IS LOCATED AT THE ROCK SPRINGS-SWEETWATER COUNTY AIRPORT
 MQ0548'NEAR RUNWAY END 27.  IT IS 320 FEET (97.5 M) NORTH OF THE CENTERLINE
 MQ0548'OF THE RUNWAY EXTENDED, 198 FEET (60.4 M) EAST OF THE EAST END OF THE
 MQ0548'RUNWAY EXTENDED TO THE NORTH, 59 FEET (18.0 M) SOUTH OF THE EDGE OF
 MQ0548'THE BLUFF, 30 FEET (9.1 M) NORTH OF THE CENTERLINE OF A DIRT SERVICE
 MQ0548'ROAD AND 3.3 FEET (1.0 M) EAST OF A STEEL WITNESS POST.  THE STATION
 MQ0548'IS A STANDARD NOS DISK STAMPED RKS H 1981, SET IN THE TOP OF A
 MQ0548'CONCRETE POST AND IS 0.3 FOOT (9.1 CM) BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0517 ***********************************************************************
 NR0517  DESIGNATION -  RL 25
 NR0517  PID         -  NR0517
 NR0517  STATE/COUNTY-  WY/NATRONA
 NR0517  USGS QUAD   -  OIL MOUNTAIN (1984)
 NR0517
 NR0517                         *CURRENT SURVEY CONTROL
 NR0517  ___________________________________________________________________
 NR0517* NAD 83(1993)-  42 49 40.32241(N)    106 38 48.84628(W)     ADJUSTED  
 NR0517* NAVD 88     -      1697.13   (+/-2cm)    5568.0    (feet)  VERTCON   
 NR0517  ___________________________________________________________________
 NR0517  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 NR0517  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 NR0517
 NR0517  HORZ ORDER  -  THIRD
 NR0517  VERT ORDER  -  THIRD ? (See Below)
 NR0517
 NR0517.The horizontal coordinates were established by classical geodetic methods
 NR0517.and adjusted by the National Geodetic Survey in January 1997..
 NR0517
 NR0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0517.The vertical order pertains to the NGVD 29 superseded value.
 NR0517
 NR0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0517
 NR0517.The geoid height was determined by GEOID03.
 NR0517
 NR0517;                    North         East     Units Scale Factor Converg.
 NR0517;SPC WYEC     -   358,761.128   456,124.883   MT  0.99997624   +0 27 59.9
 NR0517;UTM  13      - 4,743,015.393   365,388.209   MT  0.99982293   -1 07 11.0
 NR0517
 NR0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0517!SPC WYEC     -   0.99973596  x   0.99997624  =   0.99971220
 NR0517!UTM  13      -   0.99973596  x   0.99982293  =   0.99955893
 NR0517
 NR0517:                Primary Azimuth Mark                     Grid Az
 NR0517:SPC WYEC     -  REEF                                     020 38 52.9
 NR0517:UTM  13      -  REEF                                     022 14 03.8
 NR0517
 NR0517|---------------------------------------------------------------------|
 NR0517| PID    Reference Object                     Distance      Geod. Az  |
 NR0517|                                                           dddmmss.s |
 NR0517| NR0393 REEF                                APPROX. 7.7 KM 0210652.8 |
 NR0517|---------------------------------------------------------------------|
 NR0517
 NR0517                          SUPERSEDED SURVEY CONTROL
 NR0517
 NR0517  NAD 83(1986)-  42 49 40.30811(N)    106 38 48.82145(W) AD(       ) 3
 NR0517  NGVD 29 (08/25/89) 1696.23   (m)         5565.0    (f) LEVELING    3  
 NR0517
 NR0517.Superseded values are not recommended for survey control.
 NR0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0517.See file dsdata.txt to determine how the superseded data were derived.
 NR0517
 NR0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6538843015(NAD 83)
 NR0517_MARKER: DS = TRIANGULATION STATION DISK
 NR0517_SETTING: 0 = UNSPECIFIED SETTING
 NR0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0517
 NR0517  HISTORY     - Date     Condition        Report By
 NR0517  HISTORY     - 1948     MONUMENTED       USGS
 NR0517
 NR0517                          STATION DESCRIPTION
 NR0517
 NR0517'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0517'LOCATED 18 MI. SW. OF CASPER, ALONG THE POISON SPIDER RD., 400 FT.
 NR0517'E. OF THE BUREAU OF RECLAMATION CANAL TUNNEL UNDER THE RD. (KENDRICK
 NR0517'CANAL).
 NR0517'
 NR0517'TO REACH FROM CASPER POST OFFICE, GO W. ON U.S. HIGHWAY 20 FOR 3.5
 NR0517'MI. TO JUNCTION WITH POISON SPIDER RD., TURN LEFT AND FOLLOW POISON
 NR0517'SPIDER RD. W. AND SW. FOR 15.6 MI., STATION IS 100 FT. N. OF RD.
 NR0517'
 NR0517'DESCRIPTION BY R. B. LATIMER (LEVEL LINE).
 NR0517'
 NR0517'INTERSECTION OF OIL RD. AND DIRT RD. AT OIL FIELD, 5.0 MI. E. OF
 NR0517'ROBINETTE RANCH, 2.9 MI. W. OF, 90 FT. N. OF, AND 280 FT. E. OF
 NR0517'T-RD. N., IN CONCRETE POST, STANDARD TABLET STAMPED---5565 RL 25
 NR0517'1947---.  BOULDER PAINTED ---5564.7---.  ELEVATION 5565.030 FT.
 NR0517'
 NR0517'STATION MARK--STANDARD TABLET STAMPED---5565 RL 25 1947---, AND SET
 NR0517'IN TOP OF A CONCRETE POST 5 IN. ABOVE GROUND.
 NR0517'
 NR0517'REFERENCE MARK--53 FT. E. OF STATION MARK, 85 FT. N. OF POISON SPIDER
 NR0517'RD., TOP OF US GLO TABLET ---T 33 N, R 82 W, C W 1/16 C, S 14---.
 NR0517'ELEVATION 5565.612 FT.
 NR0517'
 NR0517'NOTE--ABOVE DESCRIPTION OF REFERENCE MARK IS FROM R. B. LATIMER LEVEL
 NR0517'LINE, THE CHAINED DISTANCE FROM STATION MARK TO GLO CORNER IS 55.79
 NR0517'FT. N 86 DEGREES 55 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0498 ***********************************************************************
 PX0498  DESIGNATION -  RLBC 1
 PX0498  PID         -  PX0498
 PX0498  STATE/COUNTY-  WY/PARK
 PX0498  USGS QUAD   -  CHAPMAN BENCH (1987)
 PX0498
 PX0498                         *CURRENT SURVEY CONTROL
 PX0498  ___________________________________________________________________
 PX0498* NAD 83(1993)-  44 52 22.38777(N)    109 07 58.47043(W)     ADJUSTED  
 PX0498* NAVD 88     -      1324.     (meters)    4344.     (feet)  SCALED    
 PX0498  ___________________________________________________________________
 PX0498  LAPLACE CORR-         -16.51  (seconds)                    DEFLEC99
 PX0498  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 PX0498
 PX0498  HORZ ORDER  -  THIRD
 PX0498
 PX0498.The horizontal coordinates were established by classical geodetic methods
 PX0498.and adjusted by the National Geodetic Survey in January 1997..
 PX0498
 PX0498.The orthometric height was scaled from a topographic map.
 PX0498
 PX0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0498
 PX0498.The geoid height was determined by GEOID03.
 PX0498
 PX0498;                    North         East     Units Scale Factor Converg.
 PX0498;SPC WYWC     -   485,810.293   569,744.089   MT  0.99994875   -0 16 12.6
 PX0498;UTM  12      - 4,970,525.430   647,480.542   MT  0.99986746   +1 19 03.1
 PX0498
 PX0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0498!SPC WYWC     -   0.99979435  x   0.99994875  =   0.99974311
 PX0498!UTM  12      -   0.99979435  x   0.99986746  =   0.99966183
 PX0498
 PX0498:                Primary Azimuth Mark                     Grid Az
 PX0498:SPC WYWC     -  CHAPMAN                                  183 40 25.3
 PX0498:UTM  12      -  CHAPMAN                                  182 05 09.6
 PX0498
 PX0498|---------------------------------------------------------------------|
 PX0498| PID    Reference Object                     Distance      Geod. Az  |
 PX0498|                                                           dddmmss.s |
 PX0498| PX0480 CHAPMAN                             APPROX. 4.9 KM 1832412.7 |
 PX0498|---------------------------------------------------------------------|
 PX0498
 PX0498                          SUPERSEDED SURVEY CONTROL
 PX0498
 PX0498  NAD 83(1986)-  44 52 22.37247(N)    109 07 58.44474(W) AD(       ) 3
 PX0498
 PX0498.Superseded values are not recommended for survey control.
 PX0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0498.See file dsdata.txt to determine how the superseded data were derived.
 PX0498
 PX0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4748170525(NAD 83)
 PX0498_MARKER: DD = SURVEY DISK
 PX0498_SETTING: 0 = UNSPECIFIED SETTING
 PX0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0498
 PX0498  HISTORY     - Date     Condition        Report By
 PX0498  HISTORY     - 1947     MONUMENTED       USGS
 PX0498
 PX0498                          STATION DESCRIPTION
 PX0498
 PX0498'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0498'TO REACH FROM LINDQUIST BROTHERS STORE AT CLARK, WYOMING GO S. ON MAIN
 PX0498'RD. TO CODY, 5.3 MI. TO RD. FORK.  TAKE LEFT FORK LEAVING MAIN RD. AND
 PX0498'GO 0.5 MI. TO JUNCTION WITH N-S. RD. TURN LEFT AND TRAVEL N. FOR 2.3
 PX0498'TO P.P. MA 2 A 1671 3 PT. POSITION IS 100 FT. IN A W. DIRECTION.
 PX0498'
 PX0498'STATION MARK - STANDARD BRONZE TABLET SET IN CONCRETE LOCATED 100 FT.
 PX0498'FROM P.P. AND IS STAMPED R.L.B.C. 1, 1947.
 PX0498'
 PX0498'REFERENCE MARK NO.1 - 1/2 IN. PIPE EXTENDING 5 IN. ABOVE GROUND, 93
 PX0498'FT. FROM STATION N 77 DEGREES 38 MINUTES, SE.
 PX0498'
 PX0498'REFERENCE MARK NO.2 - 1/2 IN. PIPE DRIVEN SOLIDLY INTO GROUND AND
 PX0498'LOCATED 95.6 FT. FROM STATION N 12 DEGREES 51 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0497 ***********************************************************************
 OU0497  DESIGNATION -  RM 4713
 OU0497  PID         -  OU0497
 OU0497  STATE/COUNTY-  WY/CONVERSE
 OU0497  USGS QUAD   -  COLTER DRAW (1970)
 OU0497
 OU0497                         *CURRENT SURVEY CONTROL
 OU0497  ___________________________________________________________________
 OU0497* NAD 83(1986)-  43 14 37.     (N)    105 04 44.     (W)     SCALED    
 OU0497* NAVD 88     -      1437.346  (meters)    4715.69   (feet)  ADJUSTED  
 OU0497  ___________________________________________________________________
 OU0497  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 OU0497  DYNAMIC HT  -        1436.567 (meters)    4713.14  (feet)  COMP
 OU0497  MODELED GRAV-     980,027.3   (mgal)                       NAVD 88
 OU0497
 OU0497  VERT ORDER  -  THIRD
 OU0497
 OU0497.The horizontal coordinates were scaled from a topographic map and have
 OU0497.an estimated accuracy of +/- 6 seconds.
 OU0497
 OU0497.The orthometric height was determined by differential leveling
 OU0497.and adjusted by the National Geodetic Survey in December 1993..
 OU0497
 OU0497.The geoid height was determined by GEOID03.
 OU0497
 OU0497.The dynamic height is computed by dividing the NAVD 88
 OU0497.geopotential number by the normal gravity value computed on the
 OU0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0497.degrees latitude (g = 980.6199 gals.).
 OU0497
 OU0497.The modeled gravity was interpolated from observed gravity values.
 OU0497
 OU0497;                    North         East    Units  Estimated Accuracy
 OU0497;SPC WY E     -   304,720.      207,130.      MT  (+/- 180 meters Scaled)
 OU0497
 OU0497                          SUPERSEDED SURVEY CONTROL
 OU0497
 OU0497.No superseded survey control is available for this station.
 OU0497
 OU0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH935878(NAD 83)
 OU0497_MARKER: DB = BENCH MARK DISK
 OU0497_SETTING: 0 = UNSPECIFIED SETTING
 OU0497_STAMPING: R.M.
 OU0497_MARK LOGO: USGS  
 OU0497_MAGNETIC: N = NO MAGNETIC MATERIAL
 OU0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0497
 OU0497  HISTORY     - Date     Condition        Report By
 OU0497  HISTORY     - 1970     MONUMENTED       USGS
 OU0497
 OU0497                          STATION DESCRIPTION
 OU0497
 OU0497'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0497'FROM BILL, WY, PROCEED 9.4 MILES (15.1 KM) EAST ALONG ROAD TO THE
 OU0497'KETELSEN RANCH, APPROXIMATELY 1300 FEET (396.2 M) SOUTH OF THE
 OU0497'SOUTHEAST CORNER OF S.24, T.38 N., R.68 AND 69 W., 47 FEET (14.3 M)
 OU0497'NORTH OF USGS B.M. 7 SJS 1970, 1.5 FEET (0.5 M) NORTH OF FENCE, A
 OU0497'STANDARD USGS TABLET STAMPED R.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0737 ***********************************************************************
 NQ0737  DESIGNATION -  RM 5018
 NQ0737  PID         -  NQ0737
 NQ0737  STATE/COUNTY-  WY/CONVERSE
 NQ0737  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0737
 NQ0737                         *CURRENT SURVEY CONTROL
 NQ0737  ___________________________________________________________________
 NQ0737* NAD 83(1986)-  42 52 04.     (N)    104 57 56.     (W)     SCALED    
 NQ0737* NAVD 88     -      1530.368  (meters)    5020.88   (feet)  ADJUSTED  
 NQ0737  ___________________________________________________________________
 NQ0737  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NQ0737  DYNAMIC HT  -        1529.475 (meters)    5017.95  (feet)  COMP
 NQ0737  MODELED GRAV-     979,983.1   (mgal)                       NAVD 88
 NQ0737
 NQ0737  VERT ORDER  -  THIRD
 NQ0737
 NQ0737.The horizontal coordinates were scaled from a topographic map and have
 NQ0737.an estimated accuracy of +/- 6 seconds.
 NQ0737
 NQ0737.The orthometric height was determined by differential leveling
 NQ0737.and adjusted by the National Geodetic Survey in December 1993..
 NQ0737
 NQ0737.The geoid height was determined by GEOID03.
 NQ0737
 NQ0737.The dynamic height is computed by dividing the NAVD 88
 NQ0737.geopotential number by the normal gravity value computed on the
 NQ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0737.degrees latitude (g = 980.6199 gals.).
 NQ0737
 NQ0737.The modeled gravity was interpolated from observed gravity values.
 NQ0737
 NQ0737;                    North         East    Units  Estimated Accuracy
 NQ0737;SPC WY E     -   262,990.      216,430.      MT  (+/- 180 meters Scaled)
 NQ0737
 NQ0737                          SUPERSEDED SURVEY CONTROL
 NQ0737
 NQ0737.No superseded survey control is available for this station.
 NQ0737
 NQ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH028461(NAD 83)
 NQ0737_MARKER: DD = SURVEY DISK
 NQ0737_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0737+WITH SETTING: INFORMATION.
 NQ0737_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0737_STAMPING: R.M.
 NQ0737_MARK LOGO: USGS  
 NQ0737_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0737
 NQ0737  HISTORY     - Date     Condition        Report By
 NQ0737  HISTORY     - 1970     MONUMENTED       USGS
 NQ0737
 NQ0737                          STATION DESCRIPTION
 NQ0737
 NQ0737'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0737'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 8.3 MILES (13.4 KM)
 NQ0737'NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH, IN THE NE 1/4
 NQ0737'OF S.1, T.33 N., R.67 W., 31 FEET (9.4 M) SOUTH OF USGS BM 35 SJS
 NQ0737'1970, ABOUT LEVEL WITH A ROAD JUNCTION, AND SET ON A COPPER-COATED
 NQ0737'ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1206 ***********************************************************************
 MO1206  DESIGNATION -  RMTB 1
 MO1206  PID         -  MO1206
 MO1206  STATE/COUNTY-  WY/LARAMIE
 MO1206  USGS QUAD   -  ISLAY (1978)
 MO1206
 MO1206                         *CURRENT SURVEY CONTROL
 MO1206  ___________________________________________________________________
 MO1206* NAD 83(1993)-  41 15 14.42737(N)    105 14 38.75502(W)     ADJUSTED  
 MO1206* NAVD 88     -      2286.     (meters)    7500.     (feet)  SCALED    
 MO1206  ___________________________________________________________________
 MO1206  LAPLACE CORR-         -16.99  (seconds)                    DEFLEC99
 MO1206  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 MO1206
 MO1206  HORZ ORDER  -  THIRD
 MO1206
 MO1206.The horizontal coordinates were established by classical geodetic methods
 MO1206.and adjusted by the National Geodetic Survey in January 1997..
 MO1206
 MO1206.The orthometric height was scaled from a topographic map.
 MO1206
 MO1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1206
 MO1206.The geoid height was determined by GEOID03.
 MO1206
 MO1206;                    North         East     Units Scale Factor Converg.
 MO1206;SPC WY E     -    83,731.359   193,510.729   MT  0.99993802   -0 03 03.8
 MO1206;UTM  13      - 4,566,983.664   479,549.939   MT  0.99960515   -0 09 39.5
 MO1206
 MO1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1206!SPC WY E     -   0.99964359  x   0.99993802  =   0.99958163
 MO1206!UTM  13      -   0.99964359  x   0.99960515  =   0.99924888
 MO1206
 MO1206:                Primary Azimuth Mark                     Grid Az
 MO1206:SPC WY E     -  MESA MTN                                 066 31 00.8
 MO1206:UTM  13      -  MESA MTN                                 066 37 36.5
 MO1206
 MO1206|---------------------------------------------------------------------|
 MO1206| PID    Reference Object                     Distance      Geod. Az  |
 MO1206|                                                           dddmmss.s |
 MO1206| MO1204 MESA MTN                            APPROX. 2.9 KM 0662757.0 |
 MO1206| MO1218 SAN FRAN NEW YORK AWY BCN 38        APPROX. 3.1 KM 1783634.3 |
 MO1206|---------------------------------------------------------------------|
 MO1206
 MO1206                          SUPERSEDED SURVEY CONTROL
 MO1206
 MO1206  NAD 83(1986)-  41 15 14.41258(N)    105 14 38.75320(W) AD(       ) 3
 MO1206  NAD 27      -  41 15 14.48082(N)    105 14 36.82297(W) AD(       ) 3
 MO1206
 MO1206.Superseded values are not recommended for survey control.
 MO1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1206.See file dsdata.txt to determine how the superseded data were derived.
 MO1206
 MO1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7955066984(NAD 83)
 MO1206_MARKER: DD = SURVEY DISK
 MO1206_SETTING: 80 = SET IN A BOULDER
 MO1206_SP_SET: SET IN DRILL HOLE IN A BOULDER
 MO1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1206+STABILITY: SURFACE MOTION
 MO1206
 MO1206  HISTORY     - Date     Condition        Report By
 MO1206  HISTORY     - 1947     MONUMENTED       USGS
 MO1206  HISTORY     - 1961     GOOD             USGS
 MO1206
 MO1206                          STATION DESCRIPTION
 MO1206
 MO1206'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1206'LOCATED IN SEC. 21, T 15 N, R 70 W.
 MO1206'
 MO1206'TO REACH FROM LARAMIE, GO E. ON U.S. HIGHWAY 30 9.2 MI. TO A GRADED
 MO1206'RD. E., KNOWN LOCALLY AS HAPPY JACK ROAD, GO E. 2.8 MI. TO T-RD. N.
 MO1206'UP HILL, THENCE LEFT (N.) 0.6 MI. TO JUNCTION, THENCE E. 0.65 MI. TO
 MO1206'RD. FORK, THENCE RIGHT 1.25 MI. TO A DIM TRAIL CROSSING, THENCE RIGHT
 MO1206'(SE.) 1.2 MI. TO A DIM TRAIL CROSSROAD JUNCTION WITH DIRT RD., THENCE
 MO1206'LEFT (NE.) 1.1 MI. TO A RD. FORK AT GATE IN N-S. FENCE TO RD.
 MO1206'JUNCTION, CONTINUE E. 1.65 MI. TO A VERY DIM SIDE RD. SW. OF MAIN RD.
 MO1206'(SIDE RD. IS 300 FT. W. OF WELL DEFINED RD. FORK).  STATION IS ABOUT
 MO1206'15 FT. S. OF SIDE RD.
 MO1206
 MO1206                          STATION RECOVERY (1961)
 MO1206
 MO1206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JBF)
 MO1206'STATION MARK--STANDARD TABLET, DRILLED IN A BOULDER, ABOUT 3 FT. IN
 MO1206'DIAMETER, AND EXTENDING 18 IN. ABOVE GROUND.  TABLET IS STAMPED
 MO1206'---RMTB-1 1947---.
 MO1206'
 MO1206'REFERENCE MARK NO. 1--CHISELED ARROW IN ROCK WITH A DRILL HOLE IN
 MO1206'SHAFT, 45.30 FT. FROM STATION, N 12 DEG 46 MIN E.
 MO1206'
 MO1206'REFERENCE MARK NO. 2--CHISELED ARROW IN ROCK WITH A DRILL HOLE IN
 MO1206'SHAFT, 172.60 FT. FROM STATION, S 65 DEG 28 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0787 ***********************************************************************
 MR0787  DESIGNATION -  RNG FORT BRIDGER FBR
 MR0787  PID         -  MR0787
 MR0787  STATE/COUNTY-  WY/UINTA
 MR0787  USGS QUAD   -  AUSTIN RESERVOIR (1964)
 MR0787
 MR0787                         *CURRENT SURVEY CONTROL
 MR0787  ___________________________________________________________________
 MR0787* NAD 83(1993)-  41 24 04.12168(N)    110 21 51.73530(W)     ADJUSTED  
 MR0787* NAVD 88     -                                                        
 MR0787  ___________________________________________________________________
 MR0787  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 MR0787  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MR0787
 MR0787  HORZ ORDER  -  THIRD
 MR0787
 MR0787.The horizontal coordinates were established by classical geodetic methods
 MR0787.and adjusted by the National Geodetic Survey in January 1997..
 MR0787
 MR0787
 MR0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0787
 MR0787.The geoid height was determined by GEOID03.
 MR0787
 MR0787;                    North         East     Units Scale Factor Converg.
 MR0787;SPC WY W     -   200,106.666   776,500.246   MT  0.99994429   -0 11 09.1
 MR0787;UTM  12      - 4,583,484.418   553,132.099   MT  0.99963474   +0 25 13.3
 MR0787
 MR0787                          SUPERSEDED SURVEY CONTROL
 MR0787
 MR0787  NAD 83(1986)-  41 24 04.11003(N)    110 21 51.72524(W) AD(       ) 4
 MR0787  NAD 27      -  41 24 04.28800(N)    110 21 49.15800(W) AD(       ) 3
 MR0787
 MR0787.Superseded values are not recommended for survey control.
 MR0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0787.See file dsdata.txt to determine how the superseded data were derived.
 MR0787
 MR0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5313283484(NAD 83)
 MR0787
 MR0787  HISTORY     - Date     Condition        Report By
 MR0787  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0787
 MR0787                          STATION DESCRIPTION
 MR0787
 MR0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0787'THE STATION IS ABOUT 6 MILES NORTH OF FORT BRIDGER, 4 MILES
 MR0787'SOUTHEAST OF CARTER AND 2 MILES EAST OF THE FORT BRIDGER AIRPORT.
 MR0787'
 MR0787'THE STATION IS THE TOP CENTER OF THE CENTER ONE OF FIVE MASTS.
 MR0787'IT IS CONSTRUCTED OF STRUCTURAL STEEL AND ALTERNATE SECTIONS ARE
 MR0787'PAINTED RED AND WHITE.  IT IS ABOUT 150 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0528 ***********************************************************************
 PW0528  DESIGNATION -  ROAD ET
 PW0528  PID         -  PW0528
 PW0528  STATE/COUNTY-  WY/WASHAKIE
 PW0528  USGS QUAD   -  TEN SLEEP (1976)
 PW0528
 PW0528                         *CURRENT SURVEY CONTROL
 PW0528  ___________________________________________________________________
 PW0528* NAD 83(1993)-  44 05 09.06811(N)    107 25 19.60618(W)     ADJUSTED  
 PW0528* NAVD 88     -      1620.9    (meters)    5318.     (feet)  VERTCON   
 PW0528  ___________________________________________________________________
 PW0528  LAPLACE CORR-          17.30  (seconds)                    DEFLEC99
 PW0528  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 PW0528
 PW0528  HORZ ORDER  -  THIRD
 PW0528
 PW0528.The horizontal coordinates were established by classical geodetic methods
 PW0528.and adjusted by the National Geodetic Survey in January 1997..
 PW0528
 PW0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0528
 PW0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0528
 PW0528.The geoid height was determined by GEOID03.
 PW0528
 PW0528;                    North         East     Units Scale Factor Converg.
 PW0528;SPC WYEC     -   498,291.864   392,890.055   MT  0.99993812   -0 03 42.4
 PW0528;UTM  13      - 4,884,260.821   306,087.563   MT  1.00006248   -1 41 08.4
 PW0528
 PW0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0528!SPC WYEC     -   0.99974753  x   0.99993812  =   0.99968567
 PW0528!UTM  13      -   0.99974753  x   1.00006248  =   0.99981000
 PW0528
 PW0528:                Primary Azimuth Mark                     Grid Az
 PW0528:SPC WYEC     -  WARNER ET                                183 21 14.1
 PW0528:UTM  13      -  WARNER ET                                184 58 40.1
 PW0528
 PW0528|---------------------------------------------------------------------|
 PW0528| PID    Reference Object                     Distance      Geod. Az  |
 PW0528|                                                           dddmmss.s |
 PW0528| OV0398 WARNER ET                           APPROX.10.9 KM 1831731.7 |
 PW0528|---------------------------------------------------------------------|
 PW0528
 PW0528                          SUPERSEDED SURVEY CONTROL
 PW0528
 PW0528  NAD 83(1986)-  44 05 09.05170(N)    107 25 19.59863(W) AD(       ) 3
 PW0528  NAD 27      -  44 05 09.19466(N)    107 25 17.32191(W) AD(       ) 3
 PW0528  NGVD 29 (07/19/86) 1620.1    (m)         5315.     (f) VERT ANG       
 PW0528
 PW0528.Superseded values are not recommended for survey control.
 PW0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0528.See file dsdata.txt to determine how the superseded data were derived.
 PW0528
 PW0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ0608884261(NAD 83)
 PW0528_MARKER: Z = SEE DESCRIPTION
 PW0528_SETTING: 0 = UNSPECIFIED SETTING
 PW0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0528
 PW0528  HISTORY     - Date     Condition        Report By
 PW0528  HISTORY     - 1897     MONUMENTED       USGS
 PW0528
 PW0528                          STATION DESCRIPTION
 PW0528
 PW0528'DESCRIBED BY US GEOLOGICAL SURVEY 1897
 PW0528'300 FT. NE. OF HYATTVILLE - BUFFALO ROAD, ON MAIN DIVIDE BETWEEN
 PW0528'BROKEN BACK AND TEN SLEEP CREEKS, 4 MI. E. OF BROKEN BACK
 PW0528'---WILLIAMS--- RANCH ROAD, 6 MI. NW. OF WAGON BRIDGE, OVER TEN
 PW0528'SLEEP CREEK.
 PW0528'
 PW0528'STATION MARK--LARGE RIVER BOULDER, MARKED U/S G/S, BURIED FLUSH
 PW0528'WITH GROUND.
 PW0528'
 PW0528'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1257 ***********************************************************************
 PY1257  DESIGNATION -  ROARING MTN
 PY1257  PID         -  PY1257
 PY1257  STATE/COUNTY-  WY/PARK
 PY1257  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY1257
 PY1257                         *CURRENT SURVEY CONTROL
 PY1257  ___________________________________________________________________
 PY1257* NAD 83(1993)-  44 47 06.06984(N)    110 43 21.46469(W)     ADJUSTED  
 PY1257* NAVD 88     -      2464.1    (meters)    8084.     (feet)  VERTCON   
 PY1257  ___________________________________________________________________
 PY1257  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 PY1257  GEOID HEIGHT-          -8.49  (meters)                     GEOID03
 PY1257
 PY1257  HORZ ORDER  -  THIRD
 PY1257
 PY1257.The horizontal coordinates were established by classical geodetic methods
 PY1257.and adjusted by the National Geodetic Survey in January 1997..
 PY1257
 PY1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1257
 PY1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1257
 PY1257.The geoid height was determined by GEOID03.
 PY1257
 PY1257;                    North         East     Units Scale Factor Converg.
 PY1257;SPC WYWC     -   477,868.585   443,893.394   MT  1.00023707   -1 23 23.6
 PY1257;UTM  12      - 4,959,106.647   521,942.667   MT  0.99960592   +0 11 43.4
 PY1257
 PY1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1257!SPC WYWC     -   0.99961513  x   1.00023707  =   0.99985211
 PY1257!UTM  12      -   0.99961513  x   0.99960592  =   0.99922120
 PY1257
 PY1257:                Primary Azimuth Mark                     Grid Az
 PY1257:SPC WYWC     -  HOLMES                                   291 02 32.3
 PY1257:UTM  12      -  HOLMES                                   289 27 25.3
 PY1257
 PY1257|---------------------------------------------------------------------|
 PY1257| PID    Reference Object                     Distance      Geod. Az  |
 PY1257|                                                           dddmmss.s |
 PY1257| PY1266 HOLMES                              APPROX.11.2 KM 2893908.7 |
 PY1257|---------------------------------------------------------------------|
 PY1257
 PY1257                          SUPERSEDED SURVEY CONTROL
 PY1257
 PY1257  NAD 83(1993)-  44 47 06.06984(N)    110 43 21.46479(W) AD(       ) 3
 PY1257  NAD 83(1986)-  44 47 06.06148(N)    110 43 21.44973(W) AD(       ) 3
 PY1257  NAD 27      -  44 47 06.29856(N)    110 43 18.70073(W) AD(       ) 3
 PY1257  NGVD 29 (07/19/86) 2462.8    (m)         8080.     (f) VERT ANG       
 PY1257
 PY1257.Superseded values are not recommended for survey control.
 PY1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1257.See file dsdata.txt to determine how the superseded data were derived.
 PY1257
 PY1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ2194359107(NAD 83)
 PY1257_MARKER: N = NAIL
 PY1257_SETTING: 66 = SET IN ROCK OUTCROP
 PY1257_SP_SET: SET IN ROCK OUTCROP
 PY1257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1257+STABILITY: POSITION/ELEVATION WELL
 PY1257
 PY1257  HISTORY     - Date     Condition        Report By
 PY1257  HISTORY     - 1955     MONUMENTED       USGS
 PY1257
 PY1257                          STATION DESCRIPTION
 PY1257
 PY1257'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1257'STATION LOCATED ABOUT 14 MI. (AIRLINE) S. OF MAMMOTH HOT SPRINGS,
 PY1257'WYOMING, ON RANGE OF HILLS KNOWN AS ROARING MOUNTAIN.
 PY1257'
 PY1257'STATION MARK--COPPER NAIL, SET IN CENTER OF AN ALUMINUM TAG CEMENTED
 PY1257'IN ROCK, AND STAMPED ---Y-ROARING MTN. 1955---.
 PY1257'
 PY1257'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0575 ***********************************************************************
 NQ0575  DESIGNATION -  ROB
 NQ0575  PID         -  NQ0575
 NQ0575  STATE/COUNTY-  WY/CONVERSE
 NQ0575  USGS QUAD   -  CLAUSEN RANCH (1949)
 NQ0575
 NQ0575                         *CURRENT SURVEY CONTROL
 NQ0575  ___________________________________________________________________
 NQ0575* NAD 83(1993)-  42 56 23.31712(N)    105 16 28.36597(W)     ADJUSTED  
 NQ0575* NAVD 88     -      1599.     (meters)    5246.     (feet)  VERTCON   
 NQ0575  ___________________________________________________________________
 NQ0575  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 NQ0575  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 NQ0575
 NQ0575  HORZ ORDER  -  THIRD
 NQ0575
 NQ0575.The horizontal coordinates were established by classical geodetic methods
 NQ0575.and adjusted by the National Geodetic Survey in January 1997..
 NQ0575
 NQ0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0575
 NQ0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0575
 NQ0575.The geoid height was determined by GEOID03.
 NQ0575
 NQ0575;                    North         East     Units Scale Factor Converg.
 NQ0575;SPC WY E     -   270,973.241   191,195.375   MT  0.99993845   -0 04 24.6
 NQ0575;UTM  13      - 4,754,167.428   477,600.363   MT  0.99960617   -0 11 13.3
 NQ0575
 NQ0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0575!SPC WY E     -   0.99975164  x   0.99993845  =   0.99969011
 NQ0575!UTM  13      -   0.99975164  x   0.99960617  =   0.99935791
 NQ0575
 NQ0575                          SUPERSEDED SURVEY CONTROL
 NQ0575
 NQ0575  NAD 83(1986)-  42 56 23.29596(N)    105 16 28.35145(W) AD(       ) 3
 NQ0575  NAD 27      -  42 56 23.41238(N)    105 16 26.42216(W) AD(       ) 3
 NQ0575  NGVD 29 (07/19/86) 1598.     (m)         5243.     (f) VERT ANG       
 NQ0575
 NQ0575.Superseded values are not recommended for survey control.
 NQ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0575.See file dsdata.txt to determine how the superseded data were derived.
 NQ0575
 NQ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7760054167(NAD 83)
 NQ0575_MARKER: DD = SURVEY DISK
 NQ0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0575+STABILITY: SURFACE MOTION
 NQ0575
 NQ0575  HISTORY     - Date     Condition        Report By
 NQ0575  HISTORY     - 1947     MONUMENTED       USGS
 NQ0575
 NQ0575                          STATION DESCRIPTION
 NQ0575
 NQ0575'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0575'LOCATED ON HIGHEST POINT IN SECTION OVERLOOKING VALLEY S. AND E.,
 NQ0575'ABOUT 800 FT. E. OF HIGHWAY AND ABOUT 800 FT. N. OF FARM RD., NEAR
 NQ0575'CENTER OF NW. 1/4 SEC. 9, T 34 N, R 70 W.
 NQ0575'
 NQ0575'TO REACH FROM DOUGLAS, AT FOURTH AND CENTER STREETS, GO N. ON STATE
 NQ0575'HIGHWAY 59 FOR 15.30 MI. TO PRIVATE FARM RD. E. LEADING TO ROBINSON
 NQ0575'RANCH.  LARGE WAGON WHEELS USED FOR SIDES OF CATTLEGUARD.  GO THRU
 NQ0575'CATTLEGUARD AND TURN NE. ACROSS FIELD 0.20 MI. TO TOP OF KNOLL AND
 NQ0575'STATION.
 NQ0575'
 NQ0575'STATION MARK--STANDARD TABLET STAMPED ---ROB 1947--- SET IN 8 X 8 IN.
 NQ0575'X 4 FT. CONCRETE POST.
 NQ0575'
 NQ0575'REFERENCE MARK NO. 1--A CHISELED ARROW POINTING TOWARD STATION 53.9
 NQ0575'FT. SW. OF STATION ON TOP OF LARGE BOULDER.
 NQ0575'
 NQ0575'REFERENCE MARK NO. 2--A 1/2 IN. IRON PIPE EXTENDING 8 IN. ABOVE
 NQ0575'GROUND, ON S. SIDE NEAR E. END OF SMALL BOULDER.
 NQ0575'
 NQ0575'NOTE--LOCATION OF STATION FORMERLY USED BY SHELL OIL CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0668 ***********************************************************************
 MP0668  DESIGNATION -  ROBBER
 MP0668  PID         -  MP0668
 MP0668  STATE/COUNTY-  WY/CARBON
 MP0668  USGS QUAD   -  FLAT TOP MOUNTAIN (1970)
 MP0668
 MP0668                         *CURRENT SURVEY CONTROL
 MP0668  ___________________________________________________________________
 MP0668* NAD 83(1993)-  41 13 12.43293(N)    107 50 05.56517(W)     ADJUSTED  
 MP0668* NAVD 88     -      2397.3    (meters)    7865.     (feet)  VERTCON   
 MP0668  ___________________________________________________________________
 MP0668  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 MP0668  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MP0668
 MP0668  HORZ ORDER  -  SECOND
 MP0668
 MP0668.The horizontal coordinates were established by classical geodetic methods
 MP0668.and adjusted by the National Geodetic Survey in January 1997..
 MP0668
 MP0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0668
 MP0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0668
 MP0668.The geoid height was determined by GEOID03.
 MP0668
 MP0668;                    North         East     Units Scale Factor Converg.
 MP0668;SPC WYEC     -   180,086.517   357,945.600   MT  0.99995926   -0 19 49.8
 MP0668;SPC WYWC     -    80,369.039   676,732.778   MT  1.00000994   +0 36 11.0
 MP0668;UTM  13      - 4,567,068.564   262,364.337   MT  1.00029505   -1 52 08.1
 MP0668
 MP0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0668!SPC WYEC     -   0.99962642  x   0.99995926  =   0.99958570
 MP0668!SPC WYWC     -   0.99962642  x   1.00000994  =   0.99963636
 MP0668!UTM  13      -   0.99962642  x   1.00029505  =   0.99992136
 MP0668
 MP0668|---------------------------------------------------------------------|
 MP0668| PID    Reference Object                     Distance      Geod. Az  |
 MP0668|                                                           dddmmss.s |
 MP0668| MP0667 FLATTOP                             399.230 METERS 00055     |
 MP0668| CP6529 ROBBER RM 1                           6.889 METERS 13700     |
 MP0668| CP6530 ROBBER RM 2                           8.498 METERS 22831     |
 MP0668| MP0677 SALT LAKE OMAHA SITE 23 BCN         APPROX.53.5 KM 3571841.0 |
 MP0668|---------------------------------------------------------------------|
 MP0668
 MP0668                          SUPERSEDED SURVEY CONTROL
 MP0668
 MP0668  NAD 83(1986)-  41 13 12.42357(N)    107 50 05.55610(W) AD(       ) 2
 MP0668  NAD 27      -  41 13 12.56200(N)    107 50 03.28500(W) AD(       ) 2
 MP0668  NGVD 29 (07/19/86) 2396.0    (m)         7861.     (f) VERT ANG       
 MP0668
 MP0668.Superseded values are not recommended for survey control.
 MP0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0668.See file dsdata.txt to determine how the superseded data were derived.
 MP0668
 MP0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF6236467069(NAD 83)
 MP0668_MARKER: DS = TRIANGULATION STATION DISK
 MP0668_SETTING: 0 = UNSPECIFIED SETTING
 MP0668
 MP0668  HISTORY     - Date     Condition        Report By
 MP0668  HISTORY     - 1937     MONUMENTED       CGS
 MP0668  HISTORY     - 1956     GOOD             USGS
 MP0668
 MP0668                          STATION DESCRIPTION
 MP0668
 MP0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0668'STATION IS ABOUT 16 MILES NW OF DIXON, WYOMING, AND ABOUT 8
 MP0668'MILES SSW OF DAD POST OFFICE, WYOMING.  IT IS ON THE HIGHEST
 MP0668'POINT WHICH IS THE W CENTRAL PART OF A LARGE, BARE, FLAT-TOPPED
 MP0668'MESA KNOWN AS FLAT TOPPED MOUNTAIN.  STATION IS ABOUT 400 METERS
 MP0668'S OF A U.S. GEOLOGICAL SURVEY ROCK CAIRN AND ABOUT 150 METERS E
 MP0668'OF THE WESTERN EDGE OF THE MOUNTAIN.
 MP0668'
 MP0668'SURFACE AND REFERENCE MARKS ARE STANDARD DISKS WELDED ON TO
 MP0668'THE TOPS OF 2-INCH PIPES SUNK SECURELY IN THE GROUND.
 MP0668'
 MP0668'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 MP0668'
 MP0668'REFERENCE MARK NO. 1 IS SE OF THE STATION AT ABOUT THE SAME
 MP0668'ELEVATION.
 MP0668'
 MP0668'REFERENCE MARK NO. 2 IS SW OF THE STATION AT ABOUT THE SAME
 MP0668'ELEVATION.
 MP0668'
 MP0668'AZIMUTH MARK IS A STANDARD U.S.G.S. MARK STAMPED FLATTOP SET
 MP0668'IN THE BASE OF A 6 1/2-FOOT HOLLOW, ROCK CAIRN ABOUT 400 METERS
 MP0668'N OF THE STATION.
 MP0668'
 MP0668'STATION IS REACHED FROM BAGGS, WYOMING, BY GOING N ON STATE
 MP0668'HIGHWAY 87, FOR 13.95 MILES TO A BRIDGE OVER ROBBERS GULCH.
 MP0668'THENCE CONTINUE N ON HIGHWAY FOR 1.9 MILES TO A TRAIL ROAD TO THE
 MP0668'LEFT.  THEN LEAVE STATE HIGHWAY 87, TURN LEFT AND FOLLOW THIS
 MP0668'ROAD W FOR 3.0 MILES TO DIM CROSSROADS, CONTINUE FOR 0.25 MILE
 MP0668'TO A DIM FORK, THEN LEAVE MAIN-TRAVELED ROAD, TAKE LEFT FORK AND
 MP0668'GO SW FOR 1.55 MILES TO DIM CROSSROADS.  THEN TURN LEFT AND GO
 MP0668'S DOWN INTO GULCH AND KEEP RIGHT UP GULCH FOR 0.7 MILE TO A
 MP0668'FORK.  TAKE RIGHT FORK AND GO UP RIGHT SIDE OF WASH FOR 0.4 MILE
 MP0668'TO WHERE ROAD CROSSES WASH.  CROSS WASH AND CONTINUE FOR 0.05
 MP0668'MILE TO WHERE A ROAD COMES IN ON THE LEFT, AND KEEP RIGHT
 MP0668'AND CONTINUE FOR 0.25 MILE TO A FORK.  TAKE LEFT FORK ACROSS
 MP0668'A LITTLE FLAT AND THEN KEEP LEFT FORK UP RIDGE W TOWARDS A
 MP0668'SADDLE IN MOUNTAIN FOR 2.6 MILES TO A DIM FORK IN A SMALL
 MP0668'SADDLE ON THE RIDGE.  TAKE RIGHT FORK AND GO W AND N ALONG SIDE
 MP0668'OF HILL AND HEAD A DRAW FOR 0.9 MILE TO CROSSROADS ON
 MP0668'ANOTHER RIDGE.  TURN LEFT AND FOLLOW TRAIL ROAD UP RIDGE
 MP0668'WESTERLY FOR 0.1 MILE TO AN OLD SHEEP WAGON CAMP.  CONTINUE FOR
 MP0668'0.05 MILE TO A DIM FORK AT THE BASE OF A STEEP HILL.  TAKE
 MP0668'RIGHT FORK AND GO N AND NW ALONG THE BASE OF HILL ON A CATTLE
 MP0668'TRAIL AND DIM ROAD FOR 0.3 MILE, THEN LEFT, SW, UP HILL FOR
 MP0668'0.6 MILE TO THE TOP OF RIDGE ON MOUNTAIN.  THEN TURN RIGHT AND
 MP0668'FOLLOW A DIM ROAD NORTHERLY ALONG TOP OF RIDGE FOR 0.4 MILE
 MP0668'TO A CONE SHAPED BUTTE ON THE LEFT.  CONTINUE ON DIM ROAD N
 MP0668'ALONG THE BASE OF BUTTE AND ALONG THE TOP OF RIDGE FOR 0.2
 MP0668'MILE TO THE BASE OF ANOTHER STEEP HILL AND THE END OF TRUCK
 MP0668'TRAVEL.  FROM HERE PACK N TOWARDS THE SE END OF FLAT
 MP0668'TOPPED MOUNTAIN KEEPING ON ABOUT THE SAME LEVEL ON A TRAIL THAT
 MP0668'RUNS ON THE SE SIDE OF HILLS AND RIDGES TO THE LAST SADDLE.  GO
 MP0668'UP ONTO MOUNTAIN AND ACROSS THE TOP ABOUT 400 YARDS TO THE STATION
 MP0668'SITE.
 MP0668
 MP0668                          STATION RECOVERY (1956)
 MP0668
 MP0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MP0668'STATION LOCATED ON THE EASTERN TIP OF A WELL KNOWN MOUNTAIN LOCALLY
 MP0668'CALLED ---FLATTOP MOUNTAIN---, ABOUT 15 MI. NW. OF BAGGS, WYOMING,
 MP0668'IN THE NW. 1/4 SEC. 2, R 93 W, T 14 N.
 MP0668'
 MP0668'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 MP0668'
 MP0668'RECOVERED AND REDESCRIBED AS FOLLOWS
 MP0668'
 MP0668'TO REACH THE STATION FROM THE POST OFFICE IN BAGGS, WYOMING, PROCEED
 MP0668'N. ALONG WYOMING STATE HIGHWAY 789 FOR 13.7 MI. TO A RD. W., TURN
 MP0668'LEFT, PASSING THROUGH GATE AND TRAVELING GENERALLY W., 2.3 MI. TO A
 MP0668'RD. FORK, KEEP RIGHT FORK AND CONTINUE W. 3.2 MI. TO RD. FORK,
 MP0668'CONTINUE W. UP THE RIDGE ALONG THE MAIN RIDGE RD. 3.5 MI. TO RD. FORK,
 MP0668'KEEP RIGHT FORK 0.4 MI. TO TRAIL FORK AT BASE OF HILL AND CORRALS,
 MP0668'TURN LEFT, UP HILL AND ALONG RIDGE TO THE N., 0.5 MI. TO TRAIL FORK
 MP0668'IN A SADDLE, LEAVE TRAIL AND TRAVEL N. ALONG THE RIDGE 1.7 MI. TO
 MP0668'THE TOP OF A FLAT TOPPED MESA LOCALLY CALLED ---FLATTOP MOUNTAIN---
 MP0668'(NOTE--A FOUR WHEEL DRIVE VEHICLE IS NECESSARY FOR THE LAST 1.7 MI.
 MP0668'TO STATION).  STATION IS ON THE WESTERN PORTION OF THE MOUNTAIN AND
 MP0668'ABOUT 150 YDS. E. OF THE WESTERN TIP.  USGS ---FLATTOP--- (NGS 1937)
 MP0668'IS 1310 FT. N. OF THE STATION AND USGS ---ROBBER (ECC)---- IS 1050
 MP0668'FT. E.
 MP0668'
 MP0668'STATION MARK--STANDARD USC AND GS DISK, WELDED ON TOP OF 2 IN. PIPE,
 MP0668'SUNK SECURELY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0449 ***********************************************************************
 PW0449  DESIGNATION -  ROBINSON
 PW0449  PID         -  PW0449
 PW0449  STATE/COUNTY-  WY/SHERIDAN
 PW0449  USGS QUAD   -  ARPAN BUTTE (1972)
 PW0449
 PW0449                         *CURRENT SURVEY CONTROL
 PW0449  ___________________________________________________________________
 PW0449* NAD 83(1993)-  44 34 05.09709(N)    106 15 45.18436(W)     ADJUSTED  
 PW0449* NAVD 88     -      1411.7    (meters)    4632.     (feet)  VERTCON   
 PW0449  ___________________________________________________________________
 PW0449  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 PW0449  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 PW0449  OBS GRAVITY -     980,125.1   (mgal)                       GRAV_OBS
 PW0449
 PW0449  HORZ ORDER  -  FIRST
 PW0449
 PW0449.The horizontal coordinates were established by classical geodetic methods
 PW0449.and adjusted by the National Geodetic Survey in January 1997..
 PW0449
 PW0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0449
 PW0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0449
 PW0449.The geoid height was determined by GEOID03.
 PW0449.The observed gravity was obtained from relative gravimeter ties
 PW0449.to the IGSN71 gravity network.
 PW0449
 PW0449;                    North         East     Units Scale Factor Converg.
 PW0449;SPC WYEC     -   552,427.222   485,054.439   MT  1.00002643   +0 45 05.3
 PW0449;UTM  13      - 4,935,746.871   399,746.757   MT  0.99972360   -0 53 09.9
 PW0449
 PW0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0449!SPC WYEC     -   0.99978102  x   1.00002643  =   0.99980744
 PW0449!UTM  13      -   0.99978102  x   0.99972360  =   0.99950468
 PW0449
 PW0449|---------------------------------------------------------------------|
 PW0449| PID    Reference Object                     Distance      Geod. Az  |
 PW0449|                                                           dddmmss.s |
 PW0449| CQ6448 ROBINSON RM 2                        66.855 METERS 08332     |
 PW0449| CQ6446 ROBINSON AZ MK                                     3231858.0 |
 PW0449| CQ6447 ROBINSON RM 1                        12.295 METERS 35714     |
 PW0449|---------------------------------------------------------------------|
 PW0449
 PW0449                          SUPERSEDED SURVEY CONTROL
 PW0449
 PW0449  NAD 83(1993)-  44 34 05.07709(N)    106 15 45.16081(W) AD(       ) 1
 PW0449  NAD 83(1986)-  44 34 05.07705(N)    106 15 45.14962(W) AD(       ) 1
 PW0449  NAD 27      -  44 34 05.15300(N)    106 15 43.02600(W) AD(       ) 1
 PW0449  NGVD 29 (07/19/86) 1411.0    (m)         4629.     (f) VERT ANG       
 PW0449
 PW0449.Superseded values are not recommended for survey control.
 PW0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0449.See file dsdata.txt to determine how the superseded data were derived.
 PW0449
 PW0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK9974735747(NAD 83)
 PW0449_MARKER: DS = TRIANGULATION STATION DISK
 PW0449_SETTING: 0 = UNSPECIFIED SETTING
 PW0449
 PW0449  HISTORY     - Date     Condition        Report By
 PW0449  HISTORY     - 1925     MONUMENTED       CGS
 PW0449  HISTORY     - 1934     GOOD             CGS
 PW0449  HISTORY     - 1971     GOOD             USGS
 PW0449  HISTORY     - 1972     GOOD             USGS
 PW0449
 PW0449                          STATION DESCRIPTION
 PW0449
 PW0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0449'ABOUT 8 MILES SOUTHEAST OF CLEARMONT, ABOUT 2 MILES NORTHEAST
 PW0449'OF RALPH ROBINSONS RANCH, IN T. 53 N., R. 78 W., ON NORTHEAST
 PW0449'END OF PROMINENT RANGE OF HILLS, ON RIDGE WHICH SLOPES SHARPLY TO
 PW0449'SOUTH AND SOUTHEAST, MORE GENTLY TO NORTH, AND IS APPROACHED
 PW0449'BY A SADDLE TO ITS IMMEDIATE WEST.  TO REACH FROM CLEARMONT
 PW0449'POST OFFICE, FOLLOW U.S. HIGHWAY 16 WEST 0.1 MILE TO LUMBER
 PW0449'COMPANY, TURN LEFT ONE BLOCK, THEN RIGHT AROUND SCHOOLHOUSE,
 PW0449'THEN LEFT AND GO 0.25 MILE TO BRIDGE OVER CLEAR CREEK, FROM
 PW0449'HERE FOLLOW MAIN ROAD SOUTH 8.1 MILES TO TOP OF GRADE, TURN
 PW0449'LEFT (NORTHEAST) ONTO UNIMPROVED ROAD AT OIL DRUM (USED FOR
 PW0449'MAIL BOX) AND GO 0.6 MILE, PASSING TO RIGHT OF SCHOOLHOUSE,
 PW0449'CONTINUE 0.1 MILE, THEN TAKE LEFT FORK AND GO 0.55 MILE TO
 PW0449'GATE AND FORKS, TAKE LEFT FORK STRAIGHT AHEAD 0.7 MILE
 PW0449'AND PASS THROUGH THE GOODWATER FARMYARD THROUGH GATE TO
 PW0449'SOUTHEAST OF HOUSE, CONTINUE 0.55 MILE TO GATE, TAKE LEFT FORK
 PW0449'THROUGH GATE AND GO 1.2 MILES TO THE ROBINSON RANCH, PASS
 PW0449'THROUGH GATE TO EAST OF BARN, THEN GO NORTHEAST, PASSING
 PW0449'AROUND SOUTHEAST END OF GARDEN 0.9 MILE TO CROSSROADS AT TOP OF
 PW0449'RIDGE, THEN TURN RIGHT AND GO 0.75 MILE, TURN RIGHT AND
 PW0449'SOUTHEAST ONTO DIM ROAD JUST OVER TOP OF RIDGE, THEN GO 0.5
 PW0449'MILE AROUND NORTH SLOPE OF RIDGE TO SADDLE, TURN LEFT AND GO EAST
 PW0449'0.2 MILE UP SADDLE TO END OF TRUCK TRAVEL, CONTINUE 200 YARDS
 PW0449'TO EAST UP STEEP ROCKY SLOPE TO TOP OF RIDGE AND STATION
 PW0449'SITE.  MARKED BY STANDARD STATION DISK IN IRON PIPE,
 PW0449'PROJECTING 3 INCHES ABOVE SURFACE OF GROUND.  REFERENCE
 PW0449'MARKS (ESTABLISHED IN 1934) ARE STANDARD REFERENCE DISKS IN
 PW0449'OUTCROPPING BEDROCK.  NO. 1 IS ON DOWN SLOPE OF
 PW0449'HILL, 12.295 METERS (40.34 FEET) (SLOPE) FROM STATION
 PW0449'N 02 DEG 46 MIN W.  NO. 2 IS ON EDGE OF HILL, 219.34
 PW0449'FEET FROM STATION N 83 DEG 32 MIN E.  AZIMUTH MARK
 PW0449'(ESTABLISHED 1934) IS STANDARD REFERENCE DISK IN CONCRETE,
 PW0449'PROJECTING 4 INCHES ABOVE SURFACE OF GROUND, AND IS
 PW0449'20 FEET SOUTH OF DIM ROAD, ON DOWN SLOPE OF SADDLE, APPROXIMATELY
 PW0449'1/2 MILE FROM STATION N 36 DEG 41 MIN W.  BEARING
 PW0449'FROM STATION TO FOLLOWING OBJECTS ARE--TRIPOD ON CONE-SHAPED
 PW0449'PEAK, APPROXIMATELY 2 MILES DISTANT, N 87 DEG 47 MIN E.
 PW0449'ROCK CAIRN, APPROXIMATELY 1/2 MILE DISTANT, S 75 DEG 11 E.
 PW0449'AND WEST GABLE OF TIN-ROOFED RANCH BARN IN VALLEY, S 59 DEG 07 MIN W.
 PW0449
 PW0449                          STATION RECOVERY (1971)
 PW0449
 PW0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WCN)
 PW0449'NEW DRIVING DESCRIPTION--FROM THE P.O. IN CLEARMONT, WYOMING
 PW0449'GO EAST 1 BLOCK, TURN RIGHT 1/2 BLOCK AND AT THIS POINT FOLLOW
 PW0449'GRADED RD SOUTHEAST 0.2 MI TO BRIDGE OVER CLEAR CREEK, PROCEED
 PW0449'SOUTH ON GRADED RD 7.7 MI TO TRACK RD ON LEFT, TURN SHARP
 PW0449'LEFT AND PROCEED NORTH AND EAST 0.65 MI TO GATE IN N-S FENCE,
 PW0449'PASS THROUGH GATE, CONTINUE 0.55 MI TO GATE IN E-W FENCE, PASS
 PW0449'THROUGH GATE, CONTINUE 0.8 MI TO GATE IN N-S FENCE (AN
 PW0449'ABANDONED HOUSE ON THE LEFT AND ABANDONED BARN ON THE RIGHT),
 PW0449'PASS THROUGH GATE, CONTINUE 0.55 MI TO GATE IN E-W FENCE, PASS
 PW0449'THROUGH GATE, CONTINUE 1.2 MI TO GATE (BARN ON THE
 PW0449'RIGHT), PASS THROUGH GATE 0.05 MI TO GATE, (HOUSE ON
 PW0449'THE LEFT), PASS THROUGH GATE, CONTINUE FOR 0.75 MI TO RD FORK,
 PW0449'TAKE RIGHT FORK (EAST) FOR 1.05 MI TO RD FORK AT HEAD OF
 PW0449'DRAIN, TAKE RIGHT FORK FOR 0.65 MI TO A POINT OPPOSITE A
 PW0449'SMALL TREE IN DRAIN ON LEFT SIDE RD, AT THIS POINT (4 WHEEL
 PW0449'DRIVE NECESSARY TURN RIGHT UP STEEP SLOPE 0.05 MI TO
 PW0449'TOP AND STATION.
 PW0449
 PW0449                          STATION RECOVERY (1972)
 PW0449
 PW0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JES)
 PW0449'NEW TO REACH FROM ABOUT 8 MILES SOUTHEAST OF CLEARMONT, ABOUT 5 MILES
 PW0449'SOUTHEAST OF VANNOYS RANCH, IN T53N, R78W ON NORTHEAST END OF
 PW0449'PROMINENT RANGE OF HILLS ON RIDGE WHICH SLOPES SHARPLY TO SOUTH AND
 PW0449'SOUTHEAST, MORE GENTLY TO NORTH, AND IS APPROACHED BY A SADDLE TO
 PW0449'ITS IMMEDIATE WEST.  TO REACH FROM CLEARMONT POST OFFICE 0.1
 PW0449'MILE EAST AND RIGHT AROUND SCHOOLHOUSE, THEN LEFT AND 0.25 MILE
 PW0449'TO BRIDGE OVER CLEAR CREEK, FROM HERE FOLLOW MAIN ROAD SOUTH 3.0
 PW0449'MILE TO WALLACE VANNOYS RANCH HOUSE, LEFT THRU GATE NORTHEAST
 PW0449'OF HOUSE AND FOLLOW ROAD 0.3 MILE EAST AND SOUTH OVER DAM
 PW0449'AND 0.1 MILE TO ROAD FORK, TURN LEFT AND GO 0.6 MILES TO GATE,
 PW0449'CONTINUE 1.0 MILE TO ROAD FORK AT DRAIN, FOLLOW RIGHT FORK 1.5
 PW0449'MILE TO GATE ON RESERVOIR DAM, CONTINUE 0.8 MILE TO ROAD
 PW0449'FORK, FOLLOW RIGHT FORK, SOUTH 0.6 MILE TO GATE, THEN 1.4
 PW0449'MILE TO ROAD FORK, TURN LEFT THEN GO 0.5 MILE AROUND NORTH
 PW0449'SLOPE OF RIDGE TO SADDLE AND ROAD FORK, TURN LEFT AND GO EAST
 PW0449'0.3 MILE ALONG RIDGE ROAD TO RIDGE SUMMIT AND END TRUCK
 PW0449'TRAVEL.  PACK ABOUT 200 YDS SOUTHWEST ALONG RIDGE TO
 PW0449'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0511 ***********************************************************************
 MP0511  CBN         -  This is a Cooperative Base Network Control Station.
 MP0511  DESIGNATION -  ROCK
 MP0511  PID         -  MP0511
 MP0511  STATE/COUNTY-  WY/CARBON
 MP0511  USGS QUAD   -  ARLINGTON (1992)
 MP0511
 MP0511                         *CURRENT SURVEY CONTROL
 MP0511  ___________________________________________________________________
 MP0511* NAD 83(1993)-  41 33 21.80876(N)    106 13 42.90619(W)     ADJUSTED  
 MP0511* NAVD 88     -      2964.8    (meters)    9727.     (feet)  GPS OBS   
 MP0511  ___________________________________________________________________
 MP0511  X           -  -1,336,443.188 (meters)                     COMP
 MP0511  Y           -  -4,591,516.149 (meters)                     COMP
 MP0511  Z           -   4,210,792.387 (meters)                     COMP
 MP0511  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 MP0511  ELLIP HEIGHT-        2953.37  (meters)          (09/07/01) GPS OBS
 MP0511  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 MP0511
 MP0511  HORZ ORDER  -  B
 MP0511  ELLP ORDER  -  FOURTH    CLASS I
 MP0511
 MP0511.The horizontal coordinates were established by GPS observations
 MP0511.and adjusted by the National Geodetic Survey in October 1994..
 MP0511
 MP0511.The orthometric height was determined by GPS observations and a
 MP0511.high-resolution geoid model.
 MP0511
 MP0511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0511
 MP0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0511
 MP0511.The ellipsoidal height was determined by GPS observations
 MP0511.and is referenced to NAD 83.
 MP0511
 MP0511.The geoid height was determined by GEOID03.
 MP0511
 MP0511;                    North         East     Units Scale Factor Converg.
 MP0511;SPC WYEC     -   217,862.020   492,157.596   MT  1.00004198   +0 43 58.4
 MP0511;SPC WY E     -   117,817.202   111,415.306   MT  1.00003404   -0 42 16.1
 MP0511;UTM  13      - 4,601,216.482   397,546.406   MT  0.99972917   -0 48 54.2
 MP0511
 MP0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0511!SPC WYEC     -   0.99953698  x   1.00004198  =   0.99957894
 MP0511!SPC WY E     -   0.99953698  x   1.00003404  =   0.99957100
 MP0511!UTM  13      -   0.99953698  x   0.99972917  =   0.99926627
 MP0511
 MP0511:                Primary Azimuth Mark                     Grid Az
 MP0511:SPC WYEC     -  ARLINGTON                                008 33 15.1
 MP0511:SPC WY E     -  ARLINGTON                                009 59 29.6
 MP0511:UTM  13      -  ARLINGTON                                010 06 07.7
 MP0511
 MP0511|---------------------------------------------------------------------|
 MP0511| PID    Reference Object                     Distance      Geod. Az  |
 MP0511|                                                           dddmmss.s |
 MP0511| MP0512 ARLINGTON                           APPROX. 5.4 KM 0091713.5 |
 MP0511| MO1307 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.31.1 KM 0572036.7 |
 MP0511| CP6534 ROCK RM 1                             6.046 METERS 13006     |
 MP0511| CP6535 ROCK RM 2                             8.029 METERS 31132     |
 MP0511|---------------------------------------------------------------------|
 MP0511
 MP0511                          SUPERSEDED SURVEY CONTROL
 MP0511
 MP0511  ELLIP H (10/19/94) 2953.41   (m)                       GP(       ) 4 1
 MP0511  NAD 83(1986)-  41 33 21.79820(N)    106 13 42.90163(W) AD(       ) 2
 MP0511  NAD 27      -  41 33 21.91400(N)    106 13 40.85800(W) AD(       ) 2
 MP0511  NGVD 29 (07/19/86) 2964.1    (m)         9725.     (f) VERT ANG       
 MP0511
 MP0511.Superseded values are not recommended for survey control.
 MP0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0511.See file dsdata.txt to determine how the superseded data were derived.
 MP0511
 MP0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG9754601216(NAD 83)
 MP0511_MARKER: DD = SURVEY DISK
 MP0511_SETTING: 80 = SET IN A BOULDER
 MP0511_MARK LOGO: USGS  
 MP0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0511+STABILITY: SURFACE MOTION
 MP0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0511+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1993
 MP0511
 MP0511  HISTORY     - Date     Condition        Report By
 MP0511  HISTORY     - 1948     MONUMENTED       USGS
 MP0511  HISTORY     - 1953     GOOD             USGS
 MP0511  HISTORY     - 19930812 GOOD             NGS
 MP0511
 MP0511                          STATION DESCRIPTION
 MP0511
 MP0511'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 MP0511'THE STATION, A U.S. GEOLOGICAL SURVEY BENCH MARK, IS LOCATED
 MP0511'ABOUT 19.0 MILES AIRLINE SOUTHWEST OF ROCK RIVER, ABOUT
 MP0511'3.0 MILES AIRLINE SOUTH OF THE ARLINGTON POST OFFICE, ON THE
 MP0511'HIGHEST POINT OF THE ROCKY POINT OF MOUNTAIN, WHICH HAS PINE
 MP0511'TIMBER ON ALL SLOPES BUT IS CLEAR ON THE HIGHEST POINT.  THIS
 MP0511'POINT IS THE HIGHEST POINT OF THE NORTHERN END OF THE MOUNTAIN
 MP0511'RANGE LOCALLY KNOWN AS THE SNOWY RANGE WHICH IS THE NORTHERN
 MP0511'EXTENSION OF THE MEDICINE BOW RANGE.  THE STATION IS ON
 MP0511'THE HIGHEST POINT, SET IN TOP OF A LARGE BOULDER, PROJECTS
 MP0511'2 FEET AND IS NOT STAMPED.
 MP0511'
 MP0511'REFERENCE MARK NO. 1 IS APPROXIMATELY 5 FEET LOWER THAN THE
 MP0511'STATION, ON THE SOUTHEAST SLOPE, AT THE POINT WHERE A 10
 MP0511'FOOT VERTICAL CLIFF STARTS, SET FLUSH, STAMPED, ROCK NO 1 1948.
 MP0511'
 MP0511'REFERENCE MARK NO. 2 IS APPROXIMATELY 9 FEET LOWER THAN
 MP0511'THE STATION, IN THE WEST EDGE OF A LOW SADDLE, PROJECTS 10
 MP0511'INCHES, STAMPED, ROCK NO 2 1948.
 MP0511'
 MP0511'TRIANGULATION STATION ARLINGTON 1933, IS THE AZIMUTH MARK.
 MP0511'
 MP0511'TO REACH FROM THE ARLINGTON POST OFFICE.  GO SOUTH FOR 0.15
 MP0511'MILE TO A Y FORK JUST AFTER CROSSING BRIDGE.  TAKE THE RIGHT
 MP0511'FORK STRAIGHT AHEAD FOR 0.9 MILE TO A POLE GATE IN A CORAL
 MP0511'FENCE.  PASS THROUGH GATE AND CORRAL AND CONTINUE FOR
 MP0511'0.1 MILE TO A Y FORK.  TAKE THE RIGHT FORK AND CONTINUE
 MP0511'FOR 0.4 MILE TO A POLE GATE.  PASS THROUGH AND CONTINUE ON
 MP0511'A DIM ROAD THROUGH A SMALL WOODED SECTION FOR 0.25 MILE TO A
 MP0511'INTERSECTION.  TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD FOR
 MP0511'1.2 MILE TO A FENCE.  PASS THROUGH AND CONTINUE FOR 0.1 MILE
 MP0511'TO A SMALL GROUP OF TIMBER.  AT THIS POINT A VERY DIM SET
 MP0511'OF TRACKS LEADS TO WEST OF HILL.  TURN RIGHT LEAVING ROAD
 MP0511'AND FOLLOW THIS DIM SET OF TRACKS UP HILL (WEST) SKIRTING TO
 MP0511'THE RIGHT OF ANOTHER GROUP OF TIMBER FOR 0.55 MILE TO A
 MP0511'POINT WHERE THE TRACKS ENTER THE TIMBER.  ENTER THE
 MP0511'TIMBER AND FOLLOW OLD LOGGING ROAD FOR 0.55 MILE TO A 5 INCH
 MP0511'TRIANGLE BLAZE ON A 16 INCH PINE TREE AND THE END OF
 MP0511'TRUCK TRAVEL.  AT THIS POINT PACK (WEST) UP STEEP SLOPE FOR
 MP0511'ABOUT 100 YARDS TO ITS SUMMIT, THENCE LEFT (SOUTH) ALONG
 MP0511'THE RIDGE, ALONG A DIM TRAIL FOR SEVERAL HUNDRED YARDS
 MP0511'TO A POINT WHERE THE TRAIL ENTERS TIMBER.  CONTINUE
 MP0511'FOLLOWING THE TRAIL THROUGH TIMBER TO THE BASE OF A STEEP,
 MP0511'ROCKY HILL.  AT THIS POINT LEAVE TRAIL AND BY PASS THIS STEEP
 MP0511'HILL EITHER TO THE RIGHT OR LEFT AND CONTINUE
 MP0511'APPROXIMATELY 0.3 MILE TO A HIGHER POINT WHICH IS
 MP0511'DIRECTLY BEHIND (WEST OF) THE FIRST ROCKY HILL.  THE STATION
 MP0511'IS ON THE SUMMIT OF THE WESTERN ONE OF THE TWO HILLS.
 MP0511'
 MP0511'A 30 MINUTE PACK WITH A 4 WHEEL DRIVE VEHICLE, APPROXIMATELY
 MP0511'1 HOUR PACK WITH A TWO WHEEL DRIVE VEHICLE.
 MP0511
 MP0511                          STATION RECOVERY (1953)
 MP0511
 MP0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MP0511'STATION IS ABOUT 3 MI. S. OF ARLINGTON POST OFFICE AND 1.5 MI. E. OF
 MP0511'ROCK CREEK.  THE POINT LOCALLY KNOWN AS ROCK MTN. WAS CLEARED OF
 MP0511'TIMBER AND THE STATION BUILT ON HIGHEST POINT.
 MP0511'
 MP0511'RECOVERED.
 MP0511'
 MP0511'STATION MARK--BRONZE USGS TABLET, CEMENTED IN SOLID ROCK, NOT STAMPED.
 MP0511
 MP0511                          STATION RECOVERY (1993)
 MP0511
 MP0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MP0511'NOTE--US FOREST SERVICE WILL CLEAR A TRAIL TO THE STATION IN 1993.
 MP0511'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MP0511'CONDITION.  NO AZIMUTH MARK FOR THIS STATION. STATION IS LOCATED ABOUT
 MP0511'60 KM (37.30 MI) NORTHWEST OF LARAMIE, 5 KM (3.10 MI) SOUTH-SOUTHWEST
 MP0511'OF ARLINGTON, IN THE MEDICINE BOW NATIONAL FOREST, ON ROCK MOUNTAIN,
 MP0511'ON THE WEST ONE OF TWO ROCKY HUMPS, 200 M (656.2 FT) WEST OF A 7 M
 MP0511'(23.0 FT) X 10 M (32.8 FT) RECTANGULAR MICROWAVE REFLECTOR, IN THE
 MP0511'SOUTHWEST 1/4 OF SECTION 1, T 18 N, R 79 W.  OWNERSHIP--US DEPARTMENT
 MP0511'OF AGRICULTURE. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 MP0511'INTERSTATE HIGHWAY 80 AND THE MCFADDEN ROAD (EXIT 272) AT ARLINGTON,
 MP0511'GO SOUTH ON THE PAVED ROAD FOR 0.18 KM (0.10 MI) TO A CROSSROAD.
 MP0511'CONTINUE AHEAD ON GRADED ROAD FOR 0.33 KM (0.20 MI) TO A FORK.  KEEP
 MP0511'RIGHT, EASTERLY, THROUGH GATE FOR 0.42 KM (0.25 MI) TO A CATTLE GUARD
 MP0511'AT GRAVEL PIT ON THE LEFT.  CONTINUE EAST ON MAIN ROAD FOR 1.23 KM
 MP0511'(0.75 MI) TO A FORK JUST PAST A CATTLE GUARD.  BEAR RIGHT, SOUTHEAST,
 MP0511'ON MAIN ROAD FOR 2.72 KM (1.70 MI) TO A SLIM FORK.  KEEP RIGHT,
 MP0511'UPHILL, ON MAIN ROAD FOR 0.39 KM (0.25 MI) TO A TRACK ROAD LEFT AT
 MP0511'TURN IN ROAD.  KEEP LEFT, SOUTHWEST, UPGRADE, ON TRACK ROAD FOR 1.0 KM
 MP0511'(0.60 MI) TO A FORK ON A BENCH IN THE WOODS.  BEAR RIGHT, SOUTHERLY,
 MP0511'ON WOODS ROAD FOR 0.15 KM (0.10 MI) TO AN 0.5 M (1.6 FT) PINE TREE ON
 MP0511'THE LEFT WITH TRIANGLE BLAZE, AND END OF TRUCK TRAVEL.  PACK WEST FOR
 MP0511'0.1 KM (0.05 MI) TO TOP OF GRASSY RIDGE.  BEAR LEFT, SOUTHERLY, ON DIM
 MP0511'TRAIL ALONG RIDGEBACK (TOP OF MICROWAVE REFLECTOR CAN BE SEEN FROM
 MP0511'THIS AREA AT 200 DEGREES MAGNETIC) FOR ABOUT 300 M (984.2 FT) TO THE
 MP0511'WOODS LINE.  CONTINUE AHEAD ON TRAIL INTO WOODS KEEPING THE MAGNETIC
 MP0511'BEARING FOR ABOUT 0.8 KM (0.50 MI) TO TOP OF HILL AT REFLECTOR, THEN
 MP0511'BEAR RIGHT, WEST, FOR 200 M (656.2 FT) TO THE WEST HUMP AND STATION.
 MP0511'STATION MARK IS SET UNSTAMPED, SET IN A DRILL HOLE IN AN 0.8 M (2.6
 MP0511'FT) X 1.5 M (4.9 FT) ANGULAR BOULDER WITH FLAT SIDE UP.  THIS BOULDER
 MP0511'IS ON THE HIGHEST POINT AND WEDGED BETWEEN OTHER BOULDERS. DESCRIBED
 MP0511'BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0478 ***********************************************************************
 NR0478  DESIGNATION -  ROCK
 NR0478  PID         -  NR0478
 NR0478  STATE/COUNTY-  WY/FREMONT
 NR0478  USGS QUAD   -  LOVE RANCH (1984)
 NR0478
 NR0478                         *CURRENT SURVEY CONTROL
 NR0478  ___________________________________________________________________
 NR0478* NAD 83(1993)-  42 53 14.60246(N)    107 44 21.73458(W)     ADJUSTED  
 NR0478* NAVD 88     -      1834.5    (meters)    6019.     (feet)  VERTCON   
 NR0478  ___________________________________________________________________
 NR0478  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 NR0478  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 NR0478
 NR0478  HORZ ORDER  -  THIRD
 NR0478
 NR0478.The horizontal coordinates were established by classical geodetic methods
 NR0478.and adjusted by the National Geodetic Survey in January 1997..
 NR0478
 NR0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0478
 NR0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0478
 NR0478.The geoid height was determined by GEOID03.
 NR0478
 NR0478;                    North         East     Units Scale Factor Converg.
 NR0478;SPC WYWC     -   265,640.005   682,553.186   MT  1.00002131   +0 41 16.2
 NR0478;UTM  13      - 4,751,950.499   276,304.669   MT  1.00021565   -1 51 54.3
 NR0478
 NR0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0478!SPC WYWC     -   0.99971448  x   1.00002131  =   0.99973578
 NR0478!UTM  13      -   0.99971448  x   1.00021565  =   0.99993007
 NR0478
 NR0478:                Primary Azimuth Mark                     Grid Az
 NR0478:SPC WYWC     -  CANYON                                   061 11 34.1
 NR0478:UTM  13      -  CANYON                                   063 44 44.6
 NR0478
 NR0478|---------------------------------------------------------------------|
 NR0478| PID    Reference Object                     Distance      Geod. Az  |
 NR0478|                                                           dddmmss.s |
 NR0478| NR0476 CANYON                              APPROX.10.4 KM 0615250.3 |
 NR0478|---------------------------------------------------------------------|
 NR0478
 NR0478                          SUPERSEDED SURVEY CONTROL
 NR0478
 NR0478  NAD 83(1986)-  42 53 14.59223(N)    107 44 21.73780(W) AD(       ) 3
 NR0478  NAD 27      -  42 53 14.74954(N)    107 44 19.46402(W) AD(       ) 3
 NR0478  NGVD 29 (07/19/86) 1833.5    (m)         6015.     (f) VERT ANG       
 NR0478
 NR0478.Superseded values are not recommended for survey control.
 NR0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0478.See file dsdata.txt to determine how the superseded data were derived.
 NR0478
 NR0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7630551950(NAD 83)
 NR0478_MARKER: DD = SURVEY DISK
 NR0478_SETTING: 0 = UNSPECIFIED SETTING
 NR0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0478
 NR0478  HISTORY     - Date     Condition        Report By
 NR0478  HISTORY     - 1950     MONUMENTED       USGS
 NR0478
 NR0478                          STATION DESCRIPTION
 NR0478
 NR0478'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0478'STATION IS LOCATED ABOUT 18.6 MI. S. AND 1.3 MI. W. OF MONETA,
 NR0478'WYOMING.
 NR0478'
 NR0478'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED EASTERLY ALONG U.S.
 NR0478'HIGHWAY (20-26) FOR 0.4 MI., TURN RIGHT, S. ON GRADED COUNTY DIRT RD.
 NR0478'AND PROCEED 1.2 MI. TO RD. FORKS, TAKE THE RIGHT, W. RD. AND CONTINUE
 NR0478'ON MAIN GRADED COUNTY DIRT RD. FOR 18.6 MI., TURN RIGHT ON SEISMOGRAPH
 NR0478'ROAD, CROSS MUSKRAT CREEK, AND PROCEED 1.0 MI. FROM MAIN GRADED RD. TO
 NR0478'CROSS RD., CONTINUE STRAIGHT AHEAD FOR 0.1 MI. TO LARGE ROCK
 NR0478'OUTCROPPINGS, TURN LEFT AT ROCK OUTCROPPING AND PROCEED 0.3 MI. TO
 NR0478'RD. INTERSECTION, TURN LEFT, S. AND PROCEED 0.7 MI. TO RD. FORKS,
 NR0478'TAKE THE RIGHT FORK AND PROCEED 0.9 MI. TO CROSSROADS, TURN RIGHT
 NR0478'(NW.) AND CONTINUE 0.1 MI.  STATION LIES TO THE RIGHT, E. OF THE
 NR0478'RD. ABOUT 40 FT.
 NR0478'
 NR0478'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING
 NR0478'ABOUT 1.5 IN. ABOVE GROUND SURFACE, AND STAMPED ---WR ROCK 1950
 NR0478'VABM 6015---.
 NR0478'
 NR0478'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0209 ***********************************************************************
 NS0209  DESIGNATION -  ROCK
 NS0209  PID         -  NS0209
 NS0209  STATE/COUNTY-  WY/FREMONT
 NS0209  USGS QUAD   -  RADIUM SPRINGS (1978)
 NS0209
 NS0209                         *CURRENT SURVEY CONTROL
 NS0209  ___________________________________________________________________
 NS0209* NAD 83(1993)-  42 25 41.47616(N)    108 36 23.94594(W)     ADJUSTED  
 NS0209* NAVD 88     -      2416.8    (meters)    7929.     (feet)  VERTCON   
 NS0209  ___________________________________________________________________
 NS0209  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 NS0209  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 NS0209
 NS0209  HORZ ORDER  -  THIRD
 NS0209
 NS0209.The horizontal coordinates were established by classical geodetic methods
 NS0209.and adjusted by the National Geodetic Survey in January 1997..
 NS0209
 NS0209.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0209
 NS0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0209
 NS0209.The geoid height was determined by GEOID03.
 NS0209
 NS0209;                    North         East     Units Scale Factor Converg.
 NS0209;SPC WYWC     -   214,146.708   611,795.831   MT  0.99993921   +0 05 48.2
 NS0209;UTM  12      - 4,700,094.326   696,882.284   MT  1.00007694   +1 36 54.8
 NS0209
 NS0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0209!SPC WYWC     -   0.99962300  x   0.99993921  =   0.99956223
 NS0209!UTM  12      -   0.99962300  x   1.00007694  =   0.99969991
 NS0209
 NS0209:                Primary Azimuth Mark                     Grid Az
 NS0209:SPC WYWC     -  BATON                                    304 07 03.7
 NS0209:UTM  12      -  BATON                                    302 35 57.1
 NS0209
 NS0209|---------------------------------------------------------------------|
 NS0209| PID    Reference Object                     Distance      Geod. Az  |
 NS0209|                                                           dddmmss.s |
 NS0209| NS0212 BATON                               APPROX. 3.3 KM 3041251.9 |
 NS0209|---------------------------------------------------------------------|
 NS0209
 NS0209                          SUPERSEDED SURVEY CONTROL
 NS0209
 NS0209  NAD 83(1986)-  42 25 41.46038(N)    108 36 23.94633(W) AD(       ) 3
 NS0209  NAD 27      -  42 25 41.61157(N)    108 36 21.53897(W) AD(       ) 3
 NS0209  NGVD 29 (07/19/86) 2415.6    (m)         7925.     (f) VERT ANG       
 NS0209
 NS0209.Superseded values are not recommended for survey control.
 NS0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0209.See file dsdata.txt to determine how the superseded data were derived.
 NS0209
 NS0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9688200094(NAD 83)
 NS0209_MARKER: DD = SURVEY DISK
 NS0209_SETTING: 66 = SET IN ROCK OUTCROP
 NS0209
 NS0209  HISTORY     - Date     Condition        Report By
 NS0209  HISTORY     - 1951     MONUMENTED       USGS
 NS0209  HISTORY     - 1953     GOOD             USGS
 NS0209
 NS0209                          STATION DESCRIPTION
 NS0209
 NS0209'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (DGS)
 NS0209'STATION ROCK LIES APPROXIMATELY 8.5 -AIR- MI.SE. OF ATLANTIC CITY ON A
 NS0209'HIGH ROCKY TOP WITH A ROCK CAIRN AND A ROCK HOUSE UPON IT.
 NS0209'
 NS0209'FROM ATLANTIC CITY PROCEED ON THE RD. TO ART FAULKNER SHEEP RANCH FOR
 NS0209'0.7 MI. CONTINUE ON RD. TO SHEEP RANCH -MAKE A LEFT TURN- FOR 3.1 MI.
 NS0209'TURN LEFT AND DRIVE 0.9 MI. TO A BRIDGE OVER ROCK CREEK.  AFTER 0.8
 NS0209'MI., TURN S. ACROSS COUNTRY AND PROCEED 1.0 MI. TO HIGH POINT OF HILL
 NS0209'TO A ROCK CAIRN AND A ROCK HOUSE.
 NS0209'
 NS0209'STATION MARK - STANDARD BRONZE TABLET CEMENTED INTO A SOLID ROCK
 NS0209'OUTCROP STAMPED --- ROCK 1951 ---.
 NS0209'
 NS0209'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK CEMENTED INTO ROCK
 NS0209'OUTCROP, STAMPED ---ROCK RM NO.1 1951---, 20.58 FT. FROM STATION,
 NS0209'N 49 DEG 31 MIN E.
 NS0209'
 NS0209'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK CEMENTED INTO ROCK
 NS0209'OUTCROP, STAMPED ---ROCK RM NO.2 1951---, 17.75 FT. FROM STATION,
 NS0209'N 57 DEG 32 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0385 ***********************************************************************
 OV0385  DESIGNATION -  ROCK
 OV0385  PID         -  OV0385
 OV0385  STATE/COUNTY-  WY/JOHNSON
 OV0385  USGS QUAD   -  PACKSADDLE CANYON (1984)
 OV0385
 OV0385                         *CURRENT SURVEY CONTROL
 OV0385  ___________________________________________________________________
 OV0385* NAD 83(1993)-  43 58 33.15768(N)    106 53 53.97193(W)     ADJUSTED  
 OV0385* NAVD 88     -      2507.7    (meters)    8227.     (feet)  VERTCON   
 OV0385  ___________________________________________________________________
 OV0385  LAPLACE CORR-         -17.76  (seconds)                    DEFLEC99
 OV0385  GEOID HEIGHT-         -10.57  (meters)                     GEOID03
 OV0385
 OV0385  HORZ ORDER  -  THIRD
 OV0385
 OV0385.The horizontal coordinates were established by classical geodetic methods
 OV0385.and adjusted by the National Geodetic Survey in January 1997..
 OV0385
 OV0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0385
 OV0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0385
 OV0385.The geoid height was determined by GEOID03.
 OV0385
 OV0385;                    North         East     Units Scale Factor Converg.
 OV0385;SPC WYEC     -   486,161.147   434,902.284   MT  0.99995248   +0 18 07.4
 OV0385;UTM  13      - 4,870,945.294   347,740.746   MT  0.99988514   -1 19 06.1
 OV0385
 OV0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0385!SPC WYEC     -   0.99960860  x   0.99995248  =   0.99956109
 OV0385!UTM  13      -   0.99960860  x   0.99988514  =   0.99949378
 OV0385
 OV0385:                Primary Azimuth Mark                     Grid Az
 OV0385:SPC WYEC     -  SAC                                      138 07 24.6
 OV0385:UTM  13      -  SAC                                      139 44 38.1
 OV0385
 OV0385|---------------------------------------------------------------------|
 OV0385| PID    Reference Object                     Distance      Geod. Az  |
 OV0385|                                                           dddmmss.s |
 OV0385| OV0380 SAC                                 APPROX. 6.9 KM 1382532.0 |
 OV0385|---------------------------------------------------------------------|
 OV0385
 OV0385                          SUPERSEDED SURVEY CONTROL
 OV0385
 OV0385  NAD 83(1986)-  43 58 33.14392(N)    106 53 53.95293(W) AD(       ) 3
 OV0385  NAD 27      -  43 58 33.26419(N)    106 53 51.72565(W) AD(       ) 3
 OV0385  NGVD 29 (07/19/86) 2506.7    (m)         8224.     (f) VERT ANG       
 OV0385
 OV0385.Superseded values are not recommended for survey control.
 OV0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0385.See file dsdata.txt to determine how the superseded data were derived.
 OV0385
 OV0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ4774170945(NAD 83)
 OV0385
 OV0385  HISTORY     - Date     Condition        Report By
 OV0385  HISTORY     - 1959     MONUMENTED       USGS
 OV0385  HISTORY     - 1963     GOOD             USGS
 OV0385
 OV0385                          STATION DESCRIPTION
 OV0385
 OV0385'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 OV0385'STATION IS LOCATED ABOUT 11.1 MI. NW. OF MAYOWORTH NEAR THE NE.1/4
 OV0385'OF THE NW.1/4 SEC.12,T.46 N.,R.84 W.,
 OV0385'
 OV0385'TO REACH THE STATION FROM MAYOWORTH JUNCTION, DRIVE 2.4 MI. N. ALONG
 OV0385'A GRAVELED COUNTY RD. TO Y-JUNCTION OF COUNTY RD. AND TRACK RD. NW.,
 OV0385'AT TOP OF HILL OPPOSITE WOODEN SNOW FENCES, TURN LEFT, NW. AND
 OV0385'CONTINUE 0.6 MI. ON TRACK RD.TO A GATE IN N-S. FENCE AND Y-RD.JUNCTION
 OV0385'TURN RIGHT, NW. AND CONTINUE 0.5 MI. ALONG TRACK RD. TO GATE IN N.S
 OV0385'FENCE, CONTINUE NW. 0.3 MI. ALONG TRACK RD. TO Y-RD. JUNCTION, TAKE
 OV0385'LEFT FORK NW. AND CONTINUE 0.7 MI. UP HILL TO RD. OPPOSITE A SMALL
 OV0385'WHITE SHED, CONTINUE N. 1.9 MI. UP ZIG ZAG TRACK RD. ON S. SIDE OF THE
 OV0385'HORN TO A GATE IN E-W.FENCE AT TOP OF GRADE, CONTINUE N. 1.2 MI. ALONG
 OV0385'TRACK RD.UP HILL TO DIM Y-ROAD  JUNCTION, TURN LEFT N. AND
 OV0385'CONTINUE 0.2 MI. TO Y-RD. JUNCTION., TURN LEFT NW. AND CONTINUE 0.6
 OV0385'MI. ALONG TRACK RD. THROUGH PINE TIMBER TO A GATE, CONTINUE 2.7 MI. N.
 OV0385'ALONG TRACK RD. TO SALT LICK, CONTINUE N. 1.3 MI. ALONG TRACK RD. TO
 OV0385'DIM Y-RD. JUNCTION IN SMALL CLEARING, TURN LEFT NW. ALONG TRACK RD.
 OV0385'0.9 MI. THROUGH PINE TIMBER TO GATE IN N-S. FENCE, CONTINUE N. 0.3 MI.
 OV0385'ALONG TRACK RD. TO DIORITE DIKE, TURN LEFT SW., 0.1 MI. ALONG OPEN
 OV0385'AREA TO N. EDGE OF TIMBER, LEAVE TRUCK AND WALK SW. 0.2 MI. TO SMALL
 OV0385'GRANITE KNOB AND STATION SITE.
 OV0385'
 OV0385'RECOVERED.
 OV0385'
 OV0385'STATION MARK - STANDARD TABLET STAMPED ---ROCK 1959--- SET IN GRANITE
 OV0385'OUTCROP WHICH IS FLUSH WITH GROUND.
 OV0385'
 OV0385'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0510 ***********************************************************************
 PW0510  DESIGNATION -  ROCK
 PW0510  PID         -  PW0510
 PW0510  STATE/COUNTY-  WY/SHERIDAN
 PW0510  USGS QUAD   -  DOME LAKE (1993)
 PW0510
 PW0510                         *CURRENT SURVEY CONTROL
 PW0510  ___________________________________________________________________
 PW0510* NAD 83(1993)-  44 36 01.70072(N)    107 16 21.99368(W)     ADJUSTED  
 PW0510* NAVD 88     -      2803.8    (meters)    9199.     (feet)  VERTCON   
 PW0510  ___________________________________________________________________
 PW0510  LAPLACE CORR-         -16.56  (seconds)                    DEFLEC99
 PW0510  GEOID HEIGHT-          -9.00  (meters)                     GEOID03
 PW0510
 PW0510  HORZ ORDER  -  SECOND
 PW0510
 PW0510.The horizontal coordinates were established by classical geodetic methods
 PW0510.and adjusted by the National Geodetic Survey in January 1997..
 PW0510
 PW0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0510
 PW0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0510
 PW0510.The geoid height was determined by GEOID03.
 PW0510
 PW0510;                    North         East     Units Scale Factor Converg.
 PW0510;SPC WYEC     -   555,470.292   404,807.518   MT  0.99993778   +0 02 33.1
 PW0510;UTM  13      - 4,941,082.095   319,629.260   MT  1.00000009   -1 35 46.6
 PW0510
 PW0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0510!SPC WYEC     -   0.99956199  x   0.99993778  =   0.99949979
 PW0510!UTM  13      -   0.99956199  x   1.00000009  =   0.99956208
 PW0510
 PW0510|---------------------------------------------------------------------|
 PW0510| PID    Reference Object                     Distance      Geod. Az  |
 PW0510|                                                           dddmmss.s |
 PW0510| CQ6450 ROCK RM 1                             9.347 METERS 01637     |
 PW0510| CQ6449 ROCK AZ MK                                         1832746.9 |
 PW0510| CQ6451 ROCK RM 2                            17.030 METERS 29439     |
 PW0510| PW0515 BLACK MTN LOOKOUT TOWER             APPROX.18.0 KM 3311912.1 |
 PW0510|---------------------------------------------------------------------|
 PW0510
 PW0510                          SUPERSEDED SURVEY CONTROL
 PW0510
 PW0510  NAD 83(1986)-  44 36 01.68582(N)    107 16 21.97946(W) AD(       ) 2
 PW0510  NAD 27      -  44 36 01.80580(N)    107 16 19.72300(W) AD(       ) 2
 PW0510  NGVD 29 (07/19/86) 2802.8    (m)         9196.     (f) VERT ANG       
 PW0510
 PW0510.Superseded values are not recommended for survey control.
 PW0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0510.See file dsdata.txt to determine how the superseded data were derived.
 PW0510
 PW0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1962941082(NAD 83)
 PW0510_MARKER: DS = TRIANGULATION STATION DISK
 PW0510_SETTING: 66 = SET IN ROCK OUTCROP
 PW0510
 PW0510  HISTORY     - Date     Condition        Report By
 PW0510  HISTORY     - 1957     MONUMENTED       CGS
 PW0510
 PW0510                          STATION DESCRIPTION
 PW0510
 PW0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0510'STATION IS IN THE BIG HORN NATIONAL FOREST, 14 MILES WEST
 PW0510'AND 5-1/2 MILES SOUTH OF BIG HORN, 3 MILES NORTH OF THE
 PW0510'SHERIDAN-JOHNSON COUNTY LINE, 1-1/2 MILES NORTHEAST OF DOME
 PW0510'LAKE, ON THE HIGHEST POINT OF A SOLID ROCK BUTTE, WHICH
 PW0510'IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND LOCALLY
 PW0510'KNOWN AS DOME ROCK.  THE BUTTE PROJECTS ABOUT 300 FEET ABOVE
 PW0510'THE SURROUNDING TERRAIN.
 PW0510'
 PW0510'REACHED FROM THE POST OFFICE IN BIG HORN BY GOING NORTH
 PW0510'FOR 0.1 MILE TO A T-ROAD, TURN LEFT AND FOLLOW GRAVELED
 PW0510'ROAD WEST FOR 1.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 PW0510'SOUTH FOR 2.3 MILES TO A T-ROAD LEFT, CONTINUE STRAIGHT AHEAD
 PW0510'FOR 0.45 MILE TO A FORK AT A SIGN BIG GOOSE RANGER STATION,
 PW0510'BEAR RIGHT AND CONTINUE FOR 1.8 MILE TO A FORK, BEAR RIGHT
 PW0510'AND CONTINUE ON THE MAIN ROAD FOR 1.45 MILE TO A CATTLE GUARD,
 PW0510'CROSS THE CATTLE GUARD AND CONTINUE UP-GRADE FOR 2.45 MILE
 PW0510'TO THE TOP OF A RIDGE, CONTINUE DOWN GRADE ON THE MAIN ROAD
 PW0510'FOR 8.2 MILE TO THE BIG GOOSE RANGER STATION ON THE RIGHT,
 PW0510'CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 2.05 MILE TO
 PW0510'A SIGN ROAD UNSAFE FOR PASSENGER CARS, CONTINUE STRAIGHT
 PW0510'AHEAD ON A ROUGH ROCKY ROAD FOR 1.05 MILE TO PREACHER
 PW0510'ROCK CAMP ON THE LEFT, (GOOD SPRING WATER AT THIS POINT)
 PW0510'CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO A FORK AT A
 PW0510'SIGN DOME LAKE 4-TWIN LAKE 4, BEAR LEFT AND GO TOWARDS
 PW0510'DOME LAKE FOR 0.9 MILE TO A FORK AT A SIGN DOME LAKE 3,
 PW0510'BEAR LEFT AND GO 1.3 MILE TO A DIM WOODS ROAD LEFT AT A
 PW0510'6-INCH TRIANGULAR BLAZED LODGE POLE PINE TREE ON THE LEFT,
 PW0510'TURN LEFT AND GO 0.35 MILE TO A MEADOW, CONTINUE
 PW0510'ACROSS THE MEADOW ON A TRACK ROAD FOR 0.35 MILE TO THE
 PW0510'AZIMUTH MARK ON THE RIGHT, TURN LEFT AND FOLLOW A BLAZED
 PW0510'TRAIL, NORTH, FOR 0.5 MILE TO THE SOUTH SIDE OF THE BUTTE.
 PW0510'FROM THIS POINT PACK WEST ON A BLAZED TRAIL FOR ABOUT
 PW0510'0.1 MILE TO THE WEST END OF THE BUTTE, BEAR SHARP RIGHT
 PW0510'AND CONTINUE ON THE BLAZED TRAIL FOR ABOUT 0.05 MILE
 PW0510'(EASTERLY), THENCE RIGHT, SOUTH, TO THE TOP OF THE BUTTE AND
 PW0510'THE STATION.
 PW0510'
 PW0510'STATION MARK IS A STANDARD DISK, STAMPED ROCK 1957, CEMENTED
 PW0510'IN A DRILL HOLE IN SOLID ROCK.
 PW0510'
 PW0510'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROCK NO 1 1957,
 PW0510'CEMENTED IN A DRILL HOLE IN SOLID ROCK.
 PW0510'
 PW0510'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROCK NO 2 1957,
 PW0510'CEMENTED IN A DRILL HOLE IN SOLID ROCK.
 PW0510'
 PW0510'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROCK 1957, CEMENTED
 PW0510'IN A DRILL HOLE IN A 3 FT X 4 FT ROCK OUTCROP THAT PROJECTS
 PW0510'8 INCHES.  IT IS 28 FEET SOUTH OF THE CENTER OF A GAME TRAIL
 PW0510'AND THE TRACK ROAD, AND 104 FEET SOUTH OF A 10-INCH PINE
 PW0510'TREE HAVING A TRIANGULAR BLAZE ON THE SOUTH SIDE.  A 4 IN X 4 IN
 PW0510'WHITE WITNESS POST WAS SET 4 FEET NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0499 ***********************************************************************
 PX0499  DESIGNATION -  ROCK
 PX0499  PID         -  PX0499
 PX0499  STATE/COUNTY-  WY/PARK
 PX0499  USGS QUAD   -  BALD PEAK (1991)
 PX0499
 PX0499                         *CURRENT SURVEY CONTROL
 PX0499  ___________________________________________________________________
 PX0499* NAD 83(1993)-  44 51 42.09312(N)    109 15 16.36530(W)     ADJUSTED  
 PX0499* NAVD 88     -      1655.9    (meters)    5433.     (feet)  VERTCON   
 PX0499  ___________________________________________________________________
 PX0499  LAPLACE CORR-         -28.63  (seconds)                    DEFLEC99
 PX0499  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 PX0499
 PX0499  HORZ ORDER  -  THIRD
 PX0499
 PX0499.The horizontal coordinates were established by classical geodetic methods
 PX0499.and adjusted by the National Geodetic Survey in January 1997..
 PX0499
 PX0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0499
 PX0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0499
 PX0499.The geoid height was determined by GEOID03.
 PX0499
 PX0499;                    North         East     Units Scale Factor Converg.
 PX0499;SPC WYWC     -   484,619.024   560,125.049   MT  0.99995704   -0 21 21.3
 PX0499;UTM  12      - 4,969,068.282   637,899.177   MT  0.99983384   +1 13 53.2
 PX0499
 PX0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0499!SPC WYWC     -   0.99974218  x   0.99995704  =   0.99969923
 PX0499!UTM  12      -   0.99974218  x   0.99983384  =   0.99957607
 PX0499
 PX0499:                Primary Azimuth Mark                     Grid Az
 PX0499:SPC WYWC     -  CHAPMAN                                  111 36 54.8
 PX0499:UTM  12      -  CHAPMAN                                  110 01 40.3
 PX0499
 PX0499|---------------------------------------------------------------------|
 PX0499| PID    Reference Object                     Distance      Geod. Az  |
 PX0499|                                                           dddmmss.s |
 PX0499| PX0480 CHAPMAN                             APPROX.10.0 KM 1111533.5 |
 PX0499|---------------------------------------------------------------------|
 PX0499
 PX0499                          SUPERSEDED SURVEY CONTROL
 PX0499
 PX0499  NAD 83(1986)-  44 51 42.07934(N)    109 15 16.33601(W) AD(       ) 3
 PX0499  NGVD 29 (09/11/89) 1654.8    (m)         5429.     (f) VERT ANG       
 PX0499
 PX0499.Superseded values are not recommended for survey control.
 PX0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0499.See file dsdata.txt to determine how the superseded data were derived.
 PX0499
 PX0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ3789969068(NAD 83)
 PX0499_MARKER: DS = TRIANGULATION STATION DISK
 PX0499_SETTING: 0 = UNSPECIFIED SETTING
 PX0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0499
 PX0499  HISTORY     - Date     Condition        Report By
 PX0499  HISTORY     - 1947     MONUMENTED       USGS
 PX0499
 PX0499                          STATION DESCRIPTION
 PX0499
 PX0499'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0499'LOCATED IN NW. 1/4 SEC. 3, T.56 N., R.103 W., ABOUT 1650 FT. E. OF THE
 PX0499'W. LINE AND 2650 FT. N. OF THE S. LINE OF THE SECTION ON THE HIGHEST
 PX0499'POINT OF A LARGE OUTLAYING HILL ABOUT 2.5 MI. NE. OF WHERE THE CLARKS
 PX0499'FORK OF THE YELLOWSTONE RIVER COMES OUT OF THE CANYON.  TO REACH FROM
 PX0499'LINDQUIST BROTHERS STORE AT CLARK, WYOMING, FOLLOW THE MAIN RD. TOWARD
 PX0499'CODY FOR 2.0 MI. TO THE SECOND MAIN RD. FORK SW. TAKE SW. FORK AND
 PX0499'FOLLOW MAIN TRAVELED RD. ABOUT 3 MI. TO WHERE MAIN RD. GOES S. DOWN
 PX0499'INTO THE RIVER AND TRAIL RD. FORKS W. TAKE W. FORK AND FOLLOW FOR 1.5
 PX0499'MI. TO WHERE RD. FORDS LAKE CREEK AT THE LOWER END OF SMALL LAKE.
 PX0499'TRUCK CAN GO NO CLOSER TO THE STATION.  LEAVE CAR, CROSS CREEK, AND
 PX0499'CLIMB TO THE TOP OF THE HILL.  DISTANCE 0.7 MI. STATION ABOUT 1060 FT.
 PX0499'HIGHER THAN WHERE YOU WILL LEAVE CAR.
 PX0499'
 PX0499'STATION MARK - STANDARD TABLET STAMPED---ROCK 1947--- AND CEMENTED IN
 PX0499'CONGLOMERATE OUTCROP.
 PX0499'
 PX0499'REFERENCE MARK NO.1 - DRILL HOLE IN OUTCROP OF ROCK S. 84 DEGREES 45
 PX0499'MINUTES W. 23.40 FT. FROM STATION (MAG) N 76 DEGREES
 PX0499'46 MINUTES NE.
 PX0499'
 PX0499'REFERENCE MARK NO.2 - IRON PIPE WITH METAL TAG STAMPED---CLARK---
 PX0499'(PROBABLY FAIRCHILD TRIANGULATION STATION.  N. 45 DEGREES 30 MINUTES
 PX0499'W. (MAG) 8.50 FT. FROM STATION N 46 DEGREES 27 MINUTES SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0442 ***********************************************************************
 OW0442  DESIGNATION -  ROCK
 OW0442  PID         -  OW0442
 OW0442  STATE/COUNTY-  WY/HOT SPRINGS
 OW0442  USGS QUAD   -  KATES BASIN (1952)
 OW0442
 OW0442                         *CURRENT SURVEY CONTROL
 OW0442  ___________________________________________________________________
 OW0442* NAD 83(1993)-  43 32 03.27012(N)    108 30 38.31815(W)     ADJUSTED  
 OW0442* NAVD 88     -      2114.2    (meters)    6936.     (feet)  VERTCON   
 OW0442  ___________________________________________________________________
 OW0442  LAPLACE CORR-         -14.04  (seconds)                    DEFLEC99
 OW0442  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 OW0442
 OW0442  HORZ ORDER  -  THIRD
 OW0442
 OW0442.The horizontal coordinates were established by classical geodetic methods
 OW0442.and adjusted by the National Geodetic Survey in January 1997..
 OW0442
 OW0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0442
 OW0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0442
 OW0442.The geoid height was determined by GEOID03.
 OW0442
 OW0442;                    North         East     Units Scale Factor Converg.
 OW0442;SPC WYWC     -   337,031.056   619,346.174   MT  0.99994210   +0 09 53.5
 OW0442;UTM  12      - 4,823,154.851   701,139.887   MT  1.00009767   +1 42 54.8
 OW0442
 OW0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0442!SPC WYWC     -   0.99967049  x   0.99994210  =   0.99961261
 OW0442!UTM  12      -   0.99967049  x   1.00009767  =   0.99976813
 OW0442
 OW0442:                Primary Azimuth Mark                     Grid Az
 OW0442:SPC WYWC     -  SEARS                                    179 12 23.9
 OW0442:UTM  12      -  SEARS                                    177 39 22.6
 OW0442
 OW0442|---------------------------------------------------------------------|
 OW0442| PID    Reference Object                     Distance      Geod. Az  |
 OW0442|                                                           dddmmss.s |
 OW0442| OW0277 SEARS                               APPROX. 4.2 KM 1792217.4 |
 OW0442|---------------------------------------------------------------------|
 OW0442
 OW0442                          SUPERSEDED SURVEY CONTROL
 OW0442
 OW0442  NAD 83(1986)-  43 32 03.25489(N)    108 30 38.32642(W) AD(       ) 3
 OW0442  NGVD 29 (11/06/89) 2113.2    (m)         6933.     (f) VERT ANG       
 OW0442
 OW0442.Superseded values are not recommended for survey control.
 OW0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0442.See file dsdata.txt to determine how the superseded data were derived.
 OW0442
 OW0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP0114023155(NAD 83)
 OW0442_MARKER: DS = TRIANGULATION STATION DISK
 OW0442_SETTING: 0 = UNSPECIFIED SETTING
 OW0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0442
 OW0442  HISTORY     - Date     Condition        Report By
 OW0442  HISTORY     - 1950     MONUMENTED       USGS
 OW0442
 OW0442                          STATION DESCRIPTION
 OW0442
 OW0442'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0442'STATION IS LOCATED ON TOP AND CENTER OF LARGE ROCK, APPROXIMATELY 300
 OW0442'FT. FROM TOP OF BARE ROCKY RIDGE, ON E. SIDE OF RIDGE OVERLOOKING RED
 OW0442'CANYON, APPROXIMATELY 2.8 MI. N. OF MEXICAN PASS AND APPROXIMATELY
 OW0442'16.0 MI. W. OF BIG HORN RIVER, IN SW. 1/4 SEC. 34, T 7 N, R 3 E.
 OW0442'
 OW0442'TO REACH FROM THERMOPOLIS, INTERSECTION OF U.S. HIGHWAY 20 AND WYOMING
 OW0442'STATE HIGHWAY 120, PROCEED NW. ALONG STATE HIGHWAY 120 FOR 4.9 MI. TO
 OW0442'BRIDGE AND SIDE GRAVEL RD. TO LEFT (W.), TURN LEFT (W.) AND GO ALONG
 OW0442'GRAVEL RD. FOR 3.4 MI. TO FORK.  TAKE LEFT FORK W. AND CONTINUE UP
 OW0442'CANYON FOR 5.1 MI. TO GATE, PASS THRU GATE AND TURN LEFT (S.) VERY
 OW0442'SHARP AND CONTINUE ALONG OLD DIRT RD. ALONG FENCE LINE PASSING RANCH,
 OW0442'FOR 0.9 MI. TO CATTLEGUARD, CONTINUE 1.5 MI. TO CATTLEGUARD, CONTINUE
 OW0442'1.5 MI. TO ANOTHER CATTLEGUARD, CONTINUE 1.4 MI. TO CATTLEGUARD,
 OW0442'CONTINUE 0.6 MI. TO GATE LEADING INTO RANCH, PASS THRU GATE AND
 OW0442'CONTINUE 0.05 MI. TO RD. LEFT, LEADING DOWN TO CATTLE PENS, TURN LEFT
 OW0442'(S.) AND GO 0.1 MI. TO SURFACE STREAM CROSSING, PASSING THRU TWO GATES
 OW0442'AND CATTLE PEN.  CONTINUE UP STEEP GRADE FOR 0.9 MI. TO GATE, CONTINUE
 OW0442'1.6 MI. TO SURFACE STREAM CROSSING AND GATE, CONTINUE 1.1 MI. TO
 OW0442'SURFACE STREAM CROSSING.  CONTINUE 2.8 MI. TO DRY BED STREAM CROSSING,
 OW0442'CONTINUE 0.2 MI. TO TOP OF SMALL RISE, THENCE GO ACROSS OPEN COUNTRY
 OW0442'SOUTHWARD FOLLOWING VERY DIM OLD TRACKS FOR 1.3 MI. TO LARGE ROCK AND
 OW0442'STATION APPROXIMATELY 300 FT. ON E. SIDE HIGH ROCKY RIDGE.
 OW0442'
 OW0442'RECOVERED BY USGS IN 1952.
 OW0442'
 OW0442'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE, STAMPED
 OW0442'---WR ROCK 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0662 ***********************************************************************
 NT0662  DESIGNATION -  ROCK LAKE
 NT0662  PID         -  NT0662
 NT0662  STATE/COUNTY-  WY/LINCOLN
 NT0662  USGS QUAD   -  ROCK LAKE PEAK (1980)
 NT0662
 NT0662                         *CURRENT SURVEY CONTROL
 NT0662  ___________________________________________________________________
 NT0662* NAD 83(1993)-  42 47 05.26580(N)    110 48 08.91890(W)     ADJUSTED  
 NT0662* NAVD 88     -      3283.     (meters)   10771.     (feet)  SCALED    
 NT0662  ___________________________________________________________________
 NT0662  LAPLACE CORR-           6.39  (seconds)                    DEFLEC99
 NT0662  GEOID HEIGHT-         -10.53  (meters)                     GEOID03
 NT0662
 NT0662  HORZ ORDER  -  THIRD
 NT0662
 NT0662.The horizontal coordinates were established by classical geodetic methods
 NT0662.and adjusted by the National Geodetic Survey in January 1997..
 NT0662
 NT0662.The orthometric height was scaled from a topographic map.
 NT0662
 NT0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0662
 NT0662.The geoid height was determined by GEOID03.
 NT0662
 NT0662;                    North         East     Units Scale Factor Converg.
 NT0662;SPC WY W     -   353,998.958   741,159.612   MT  0.99998008   -0 29 18.6
 NT0662;UTM  12      - 4,736,936.131   516,155.811   MT  0.99960321   +0 08 03.0
 NT0662
 NT0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0662!SPC WY W     -   0.99948713  x   0.99998008  =   0.99946722
 NT0662!UTM  12      -   0.99948713  x   0.99960321  =   0.99909054
 NT0662
 NT0662:                Primary Azimuth Mark                     Grid Az
 NT0662:SPC WY W     -  11134=TRIPLE                             087 40 07.8
 NT0662:UTM  12      -  11134=TRIPLE                             087 02 46.2
 NT0662
 NT0662|---------------------------------------------------------------------|
 NT0662| PID    Reference Object                     Distance      Geod. Az  |
 NT0662|                                                           dddmmss.s |
 NT0662| NT0652 11134=TRIPLE                        APPROX.18.3 KM 0871049.2 |
 NT0662|---------------------------------------------------------------------|
 NT0662
 NT0662                          SUPERSEDED SURVEY CONTROL
 NT0662
 NT0662  NAD 83(1993)-  42 47 05.26646(N)    110 48 08.91866(W) AD(       ) 3
 NT0662  NAD 83(1986)-  42 47 05.24714(N)    110 48 08.90513(W) AD(       ) 3
 NT0662  NAD 27      -  42 47 05.50825(N)    110 48 06.20986(W) AD(       ) 3
 NT0662
 NT0662.Superseded values are not recommended for survey control.
 NT0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0662.See file dsdata.txt to determine how the superseded data were derived.
 NT0662
 NT0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN1615636936(NAD 83)
 NT0662
 NT0662  HISTORY     - Date     Condition        Report By
 NT0662  HISTORY     - UNK      MONUMENTED       USGS
 NT0662  HISTORY     - 1974     GOOD             USGS
 NT0662
 NT0662                          STATION DESCRIPTION
 NT0662
 NT0662'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NT0662'ON A ROCKY PEAK ON THE SUMMIT OF THE DIVIDE BETWEEN GREYS RIVER AND
 NT0662'SALT RIVER, AT THE HEADS OF A TRIBUTARY (PROBABLY WILLOW CREEK) OF
 NT0662'SALT RIVER AND OF THE FIRST BIG CREEK THAT RUNS INTO GREYS RIVER
 NT0662'ABOVE BEAR CREEK.  A SMALL DEEP LAKE LIES AT THE FOOT OF THE PEAK
 NT0662'ON THE NE. SIDE, ABOUT 700 OR 800 FT. DOWN.  A TRAIL FROM SALT
 NT0662'RIVER TO GREYS RIVER CROSSES ABOVE-MENTIONED CREEKS, AND STATION
 NT0662'IS ABOUT 0.8 MI. S. OF WHERE TRAIL CROSSES SUMMIT, TRAIL IS NOT
 NT0662'MUCH TRAVELED, BUT CAN BE FOLLOWED.  STATION IS ABOUT 9 MI. NE. OF
 NT0662'AFTON.
 NT0662'
 NT0662'RECOVERED VIA HELICOPTER.
 NT0662'
 NT0662'STATION MARK--A CAIRN 7 FT. HIGH, CENTERED OVER ALUMINUM TABLET,
 NT0662'CEMENTED IN STONE AND PLACED IN GROUND LEVEL WITH SURFACE, NOT
 NT0662'STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0505 ***********************************************************************
 MP0505  DESIGNATION -  ROCK RIVER
 MP0505  PID         -  MP0505
 MP0505  STATE/COUNTY-  WY/ALBANY
 MP0505  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0505
 MP0505                         *CURRENT SURVEY CONTROL
 MP0505  ___________________________________________________________________
 MP0505* NAD 83(1993)-  41 44 59.95684(N)    106 03 39.82873(W)     ADJUSTED  
 MP0505* NAVD 88     -      2237.04   (+/-2cm)    7339.4    (feet)  VERTCON   
 MP0505  ___________________________________________________________________
 MP0505  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 MP0505  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 MP0505
 MP0505  HORZ ORDER  -  THIRD
 MP0505  VERT ORDER  -  THIRD ? (See Below)
 MP0505
 MP0505.The horizontal coordinates were established by classical geodetic methods
 MP0505.and adjusted by the National Geodetic Survey in January 1997..
 MP0505
 MP0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0505.The vertical order pertains to the NGVD 29 superseded value.
 MP0505
 MP0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0505
 MP0505.The geoid height was determined by GEOID03.
 MP0505
 MP0505;                    North         East     Units Scale Factor Converg.
 MP0505;SPC WY E     -   139,197.029   125,613.489   MT  1.00000557   -0 35 44.1
 MP0505;UTM  13      - 4,622,562.252   411,781.528   MT  0.99969577   -0 42 23.7
 MP0505
 MP0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0505!SPC WY E     -   0.99965120  x   1.00000557  =   0.99965677
 MP0505!UTM  13      -   0.99965120  x   0.99969577  =   0.99934708
 MP0505
 MP0505:                Primary Azimuth Mark                     Grid Az
 MP0505:SPC WY E     -  MCFADDEN                                 240 34 58.1
 MP0505:UTM  13      -  MCFADDEN                                 240 41 37.7
 MP0505
 MP0505|---------------------------------------------------------------------|
 MP0505| PID    Reference Object                     Distance      Geod. Az  |
 MP0505|                                                           dddmmss.s |
 MP0505| MP0513 MCFADDEN                            APPROX. 6.5 KM 2395914.0 |
 MP0505|---------------------------------------------------------------------|
 MP0505
 MP0505                          SUPERSEDED SURVEY CONTROL
 MP0505
 MP0505  NAD 83(1986)-  41 44 59.94401(N)    106 03 39.82286(W) AD(       ) 3
 MP0505  NAD 27      -  41 45 00.05952(N)    106 03 37.78877(W) AD(       ) 3
 MP0505  NGVD 29 (07/19/86) 2235.86   (m)         7335.5    (f) LEVELING    3  
 MP0505
 MP0505.Superseded values are not recommended for survey control.
 MP0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0505.See file dsdata.txt to determine how the superseded data were derived.
 MP0505
 MP0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG1178222562(NAD 83)
 MP0505
 MP0505  HISTORY     - Date     Condition        Report By
 MP0505  HISTORY     - UNK      MONUMENTED
 MP0505  HISTORY     - 1971     GOOD             USGS
 MP0505  HISTORY     - 1974     GOOD             NGS
 MP0505
 MP0505                          STATION DESCRIPTION
 MP0505
 MP0505'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (GGK)
 MP0505'STATION IS LOCATED 4 MI. (AIRLINE) W. OF ROCK RIVER, NEAR THE N. RIM
 MP0505'OF A BROAD GRASS COVERED, ROCKY MESA, IN SEC. 33, T 21 N, R 77 W, ON
 MP0505'THE CRONBERG RANCH.
 MP0505'
 MP0505'TO REACH FROM THE POST OFFICE IN ROCK RIVER, GO W. ON STATE SECONDARY
 MP0505'NO. 137 0.7 MI. TO RD. FORK, TURN RIGHT (W.) OFF OF BLACK TOP AND GO
 MP0505'2.3 MI. TO CROSSROADS, TURN RIGHT (N.) ONTO FAR RD. TO RIGHT AND GO
 MP0505'1.8 MI. TO RD. FORK ABOUT 800 FT. SW. OF MICROWAVE TRANSMITTER,
 MP0505'CONTINUE N. ON LEFT RD. FORK 0.05 MI. TO N. RIM OF MESA, FOLLOW RIM
 MP0505'OF MESA 0.5 MI. W. TO STATION.
 MP0505'
 MP0505'RECOVERED.
 MP0505'
 MP0505'STATION MARK--STANDARD USGS TABLET, STAMPED ---ROCK RIVER 1953---,
 MP0505'SET IN A CONCRETE POST, PROJECTING 0.4 FT. ABOVE GROUND.
 MP0505'
 MP0505'REFERENCE MARKS--NONE.
 MP0505
 MP0505                          STATION RECOVERY (1974)
 MP0505
 MP0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MP0505'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1308 ***********************************************************************
 MO1308  DESIGNATION -  ROCK RIVER WT
 MO1308  PID         -  MO1308
 MO1308  STATE/COUNTY-  WY/ALBANY
 MO1308  USGS QUAD   -  ROCK RIVER (1981)
 MO1308
 MO1308                         *CURRENT SURVEY CONTROL
 MO1308  ___________________________________________________________________
 MO1308* NAD 83(1993)-  41 44 39.11926(N)    105 58 49.52121(W)     ADJUSTED  
 MO1308* NAVD 88     -      2105.73   (+/-2cm)    6908.5    (feet)  VERTCON   
 MO1308  ___________________________________________________________________
 MO1308  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 MO1308  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 MO1308
 MO1308  HORZ ORDER  -  THIRD
 MO1308  VERT ORDER  -  THIRD ? (See Below)
 MO1308
 MO1308.The horizontal coordinates were established by classical geodetic methods
 MO1308.and adjusted by the National Geodetic Survey in January 1997..
 MO1308
 MO1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1308.The vertical order pertains to the NGVD 29 superseded value.
 MO1308
 MO1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1308
 MO1308.The geoid height was determined by GEOID03.
 MO1308
 MO1308;                    North         East     Units Scale Factor Converg.
 MO1308;SPC WY E     -   138,487.597   132,314.331   MT  0.99999386   -0 32 30.6
 MO1308;UTM  13      - 4,621,840.065   418,478.900   MT  0.99968178   -0 39 10.1
 MO1308
 MO1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1308!SPC WY E     -   0.99967176  x   0.99999386  =   0.99966562
 MO1308!UTM  13      -   0.99967176  x   0.99968178  =   0.99935364
 MO1308
 MO1308                          SUPERSEDED SURVEY CONTROL
 MO1308
 MO1308  NAD 83(1986)-  41 44 39.10579(N)    105 58 49.51580(W) AD(       ) 3
 MO1308  NAD 27      -  41 44 39.22115(N)    105 58 47.50666(W) AD(       ) 3
 MO1308  NGVD 29 (07/19/86) 2104.62   (m)         6904.9    (f) LEVELING    3  
 MO1308
 MO1308.Superseded values are not recommended for survey control.
 MO1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1308.See file dsdata.txt to determine how the superseded data were derived.
 MO1308
 MO1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG1847921840(NAD 83)
 MO1308_MARKER: 82 = FINIAL
 MO1308
 MO1308  HISTORY     - Date     Condition        Report By
 MO1308  HISTORY     - 1953     FIRST OBSERVED   USGS
 MO1308
 MO1308                          STATION DESCRIPTION
 MO1308
 MO1308'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1308'STATION LOCATED IN THE TOWN OF ROCK RIVER.  IT IS A LARGE STEEL
 MO1308'TANK, PAINTED BLACK AND IS USED BY THE UNION PACIFIC RAILROAD.
 MO1308'
 MO1308'TO REACH FROM ROCK RIVER RAILROAD DEPOT, GO N. 417 FT.  THE WATER
 MO1308'TOWER IS 168 FT. E. OF THE E. MAIN RAILROAD TRACK.
 MO1308'
 MO1308'STATION MARK--TOP OF WATER TANK, CENTER OF FINIAL ON ROOF.
 MO1308'
 MO1308'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0140 ***********************************************************************
 MQ0140  DESIGNATION -  ROCK SPRINGS
 MQ0140  PID         -  MQ0140
 MQ0140  STATE/COUNTY-  WY/SWEETWATER
 MQ0140  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0140
 MQ0140                         *CURRENT SURVEY CONTROL
 MQ0140  ___________________________________________________________________
 MQ0140* NAD 83(1986)-  41 35 22.     (N)    109 13 19.     (W)     SCALED    
 MQ0140* NAVD 88     -      1903.505  (meters)    6245.08   (feet)  ADJUSTED  
 MQ0140  ___________________________________________________________________
 MQ0140  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 MQ0140  DYNAMIC HT  -        1901.927 (meters)    6239.91  (feet)  COMP
 MQ0140  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 MQ0140
 MQ0140  VERT ORDER  -  FIRST     CLASS II
 MQ0140
 MQ0140.The horizontal coordinates were scaled from a topographic map and have
 MQ0140.an estimated accuracy of +/- 6 seconds.
 MQ0140
 MQ0140.The orthometric height was determined by differential leveling
 MQ0140.and adjusted by the National Geodetic Survey in June 1991..
 MQ0140.WARNING-Repeat measurements at this control monument indicate possible
 MQ0140.vertical movement.
 MQ0140
 MQ0140.The geoid height was determined by GEOID03.
 MQ0140
 MQ0140.The dynamic height is computed by dividing the NAVD 88
 MQ0140.geopotential number by the normal gravity value computed on the
 MQ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0140.degrees latitude (g = 980.6199 gals.).
 MQ0140
 MQ0140.The modeled gravity was interpolated from observed gravity values.
 MQ0140
 MQ0140;                    North         East    Units  Estimated Accuracy
 MQ0140;SPC WYWC     -   121,090.      560,650.      MT  (+/- 180 meters Scaled)
 MQ0140
 MQ0140                          SUPERSEDED SURVEY CONTROL
 MQ0140
 MQ0140  NGVD 29 (06/08/92) 1902.245  (m)         6240.95   (f) ADJUSTED    1 2
 MQ0140
 MQ0140.Superseded values are not recommended for survey control.
 MQ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0140.See file dsdata.txt to determine how the superseded data were derived.
 MQ0140
 MQ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM482057(NAD 83)
 MQ0140_MARKER: DB = BENCH MARK DISK
 MQ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0140_STAMPING: ROCK SPRINGS 1933 6241.005
 MQ0140_MARK LOGO: CGS   
 MQ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0140+STABILITY: SURFACE MOTION
 MQ0140
 MQ0140  HISTORY     - Date     Condition        Report By
 MQ0140  HISTORY     - 1933     MONUMENTED       CGS
 MQ0140  HISTORY     - 1956     GOOD             NGS
 MQ0140  HISTORY     - 1962     GOOD             NGS
 MQ0140  HISTORY     - 1983     GOOD             NGS
 MQ0140
 MQ0140                          STATION DESCRIPTION
 MQ0140
 MQ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0140'IN ROCK SPRINGS.
 MQ0140'AT ROCK SPRINGS, AT THE CITY PARK, SET IN THE TOP OF A CONCRETE POST
 MQ0140'WHICH IS FLUSH WITH THE GROUND, 0.5 FOOT NORTHEAST OF THE NORTHEAST
 MQ0140'CORNER OF THE CONCRETE BASE OF A WORLD WAR 1 MONUMENT, IN THE
 MQ0140'SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP 19 NORTH, RANGE 105 WEST.
 MQ0140
 MQ0140                          STATION RECOVERY (1962)
 MQ0140
 MQ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MQ0140'RECOVERED IN GOOD CONDITION.
 MQ0140
 MQ0140                          STATION RECOVERY (1983)
 MQ0140
 MQ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0140'RECOVERED THIS DATE.  NOTE, ADD IN THE CITY PARK AT THE INTERSECTION
 MQ0140'OF EVANS AND J STREETS, 72.2 METERS (236.9 FT) NORTH OF THE CENTERLINE
 MQ0140'OF EVANS STREET, AND 5.5 METERS (18.0 FT) WEST OF THE EXTENDED
 MQ0140'CENTERLINE OF J STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0457 ***********************************************************************
 MQ0457  DESIGNATION -  ROCK SPRINGS E EDGER ST SPIPE
 MQ0457  PID         -  MQ0457
 MQ0457  STATE/COUNTY-  WY/SWEETWATER
 MQ0457  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0457
 MQ0457                         *CURRENT SURVEY CONTROL
 MQ0457  ___________________________________________________________________
 MQ0457* NAD 83(1993)-  41 34 42.75771(N)    109 12 46.94479(W)     ADJUSTED  
 MQ0457* NAVD 88     -                                                        
 MQ0457  ___________________________________________________________________
 MQ0457  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 MQ0457  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 MQ0457
 MQ0457  HORZ ORDER  -  THIRD
 MQ0457
 MQ0457.The horizontal coordinates were established by classical geodetic methods
 MQ0457.and adjusted by the National Geodetic Survey in January 1997..
 MQ0457
 MQ0457
 MQ0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0457
 MQ0457.The geoid height was determined by GEOID03.
 MQ0457
 MQ0457;                    North         East     Units Scale Factor Converg.
 MQ0457;SPC WYWC     -   119,873.390   561,387.028   MT  0.99995584   -0 18 26.3
 MQ0457;UTM  12      - 4,604,526.079   648,967.193   MT  0.99987309   +1 11 10.1
 MQ0457
 MQ0457                          SUPERSEDED SURVEY CONTROL
 MQ0457
 MQ0457  NAD 83(1986)-  41 34 42.75058(N)    109 12 46.93866(W) AD(       ) 4
 MQ0457  NAD 27      -  41 34 42.87700(N)    109 12 44.47900(W) AD(       ) 3
 MQ0457
 MQ0457.Superseded values are not recommended for survey control.
 MQ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0457.See file dsdata.txt to determine how the superseded data were derived.
 MQ0457
 MQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM4896704526(NAD 83)
 MQ0457_MARKER: 52 = STANDPIPE TANK
 MQ0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MQ0457+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2006
 MQ0457
 MQ0457  HISTORY     - Date     Condition        Report By
 MQ0457  HISTORY     - 1962     FIRST OBSERVED   CGS
 MQ0457  HISTORY     - 20060919 GOOD             GEOCAC
 MQ0457
 MQ0457                          STATION DESCRIPTION
 MQ0457
 MQ0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0457'STATION IS THE CENTER OF THE STANDPIPE, WHICH IS SILVER
 MQ0457'COLORED, 40 FEET HIGH AND 12 FEET IN DIAMETER.  IT IS LOCATED
 MQ0457'IN ROCK SPRINGS AT THE EAST END OF EDGER STREET.
 MQ0457
 MQ0457                          STATION RECOVERY (2006)
 MQ0457
 MQ0457'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 MQ0457'THE LIGHT BLUE TANK IS NORTH OF THOMPSON STREET, SOUTHEAST OF
 MQ0457'WASHINGTON STRET, AND WEST OF A SOUTHERLY EXTENSION OF WASHINGTON
 MQ0457'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0463 ***********************************************************************
 MQ0463  DESIGNATION -  ROCK SPRINGS MUN AIRPORT BCN
 MQ0463  PID         -  MQ0463
 MQ0463  STATE/COUNTY-  WY/SWEETWATER
 MQ0463  USGS QUAD   -  RELIANCE (1978)
 MQ0463
 MQ0463                         *CURRENT SURVEY CONTROL
 MQ0463  ___________________________________________________________________
 MQ0463* NAD 83(1993)-  41 38 26.90514(N)    109 14 25.58931(W)     ADJUSTED  
 MQ0463* NAVD 88     -                                                        
 MQ0463  ___________________________________________________________________
 MQ0463  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 MQ0463  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MQ0463
 MQ0463  HORZ ORDER  -  THIRD
 MQ0463
 MQ0463.The horizontal coordinates were established by classical geodetic methods
 MQ0463.and adjusted by the National Geodetic Survey in January 1997..
 MQ0463
 MQ0463
 MQ0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0463
 MQ0463.The geoid height was determined by GEOID03.
 MQ0463
 MQ0463;                    North         East     Units Scale Factor Converg.
 MQ0463;SPC WYWC     -   126,800.911   559,141.335   MT  0.99995804   -0 19 33.2
 MQ0463;UTM  12      - 4,611,392.073   646,541.821   MT  0.99986427   +1 10 09.7
 MQ0463
 MQ0463                          SUPERSEDED SURVEY CONTROL
 MQ0463
 MQ0463  NAD 83(1986)-  41 38 26.89803(N)    109 14 25.58196(W) AD(       ) 4
 MQ0463  NAD 27      -  41 38 26.82500(N)    109 14 23.02000(W) AD(       ) 3
 MQ0463
 MQ0463.Superseded values are not recommended for survey control.
 MQ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0463.See file dsdata.txt to determine how the superseded data were derived.
 MQ0463
 MQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM4654211392(NAD 83)
 MQ0463_MARKER: 21 = AIRPORT BEACON
 MQ0463
 MQ0463  HISTORY     - Date     Condition        Report By
 MQ0463  HISTORY     - 1931     FIRST OBSERVED   CGS
 MQ0463  HISTORY     - 1942     MARK NOT FOUND   CGS
 MQ0463
 MQ0463                          STATION DESCRIPTION
 MQ0463
 MQ0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 MQ0463'AIRWAY BEACON AT THE ROCK SPRINGS MUNICIPAL AIRPORT, ABOUT 4
 MQ0463'MILES NORTH OF CITY, AND ABOUT 2-1/2 MILES EAST OF BASE OF
 MQ0463'WHITE MOUNTAIN.
 MQ0463
 MQ0463                          STATION RECOVERY (1942)
 MQ0463
 MQ0463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LVE)
 MQ0463'LOST.  THE HANGAR ON WHICH THIS BEACON WAS LOCATED HAS BEEN
 MQ0463'COMPLETELY DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0479 ***********************************************************************
 MQ0479  DESIGNATION -  ROCK SPRINGS RADAR DOME
 MQ0479  PID         -  MQ0479
 MQ0479  STATE/COUNTY-  WY/SWEETWATER
 MQ0479  USGS QUAD   -  LION BLUFFS (1976)
 MQ0479
 MQ0479                         *CURRENT SURVEY CONTROL
 MQ0479  ___________________________________________________________________
 MQ0479* NAD 83(1993)-  41 26 05.26017(N)    109 07 02.75775(W)     ADJUSTED  
 MQ0479* NAVD 88     -                                                        
 MQ0479  ___________________________________________________________________
 MQ0479  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 MQ0479  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 MQ0479
 MQ0479  HORZ ORDER  -  THIRD
 MQ0479
 MQ0479.The horizontal coordinates were established by classical geodetic methods
 MQ0479.and adjusted by the National Geodetic Survey in January 1997..
 MQ0479
 MQ0479
 MQ0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0479
 MQ0479.The geoid height was determined by GEOID03.
 MQ0479
 MQ0479;                    North         East     Units Scale Factor Converg.
 MQ0479;SPC WYWC     -   103,870.668   569,291.916   MT  0.99994910   -0 14 35.4
 MQ0479;UTM  12      - 4,588,735.513   657,285.355   MT  0.99990445   +1 14 45.9
 MQ0479
 MQ0479                          SUPERSEDED SURVEY CONTROL
 MQ0479
 MQ0479  NAD 83(1986)-  41 26 05.25272(N)    109 07 02.74968(W) AD(       ) 4
 MQ0479  NAD 27      -  41 26 05.37800(N)    109 07 00.30400(W) AD(       ) 3
 MQ0479
 MQ0479.Superseded values are not recommended for survey control.
 MQ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0479.See file dsdata.txt to determine how the superseded data were derived.
 MQ0479
 MQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL5728588736(NAD 83)
 MQ0479_MARKER: 87 = DOME
 MQ0479
 MQ0479  HISTORY     - Date     Condition        Report By
 MQ0479  HISTORY     - 1962     FIRST OBSERVED   CGS
 MQ0479  HISTORY     - 1974     GOOD             NGS
 MQ0479
 MQ0479                          STATION DESCRIPTION
 MQ0479
 MQ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0479'THE STATION IS LOCATED ON THE SUMMIT OF QUAKING ASP MOUNTAIN.
 MQ0479'IT IS 19-1/2 MILES SOUTHEAST OF GREEN RIVER, 12 MILES SOUTH
 MQ0479'SOUTHEAST OF ROCK SPRINGS AND 6-1/2 MILES SOUTHWEST OF STATE
 MQ0479'HIGHWAY 430.
 MQ0479'
 MQ0479'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION QUAKING
 MQ0479'ASP (USGS) 1931, THE DISTANCE BEING 102.69 FEET (31.300 METERS)
 MQ0479'SOUTH OF STATION QUAKING ASP.  IT IS A 4 LEGGED STRUCTURE,
 MQ0479'PAINTED ALUMINUM, WITH A RADAR DOME ON THE TOP.  IT IS 40 FEET
 MQ0479'HIGH.  REFERENCE MARK 3 IS CENTERED UNDER THE RADAR DOME.
 MQ0479
 MQ0479                          STATION RECOVERY (1974)
 MQ0479
 MQ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MQ0479'THE STATION IS LOCATED ABOUT 20 MILES EAST-SOUTHEAST OF GREEN
 MQ0479'RIVER, 15 MILES SOUTH-SOUTHEAST OF ROCK SPRINGS, 6 MILES
 MQ0479'SOUTHWEST OF STATE HIGHWAY 430, ON TOP OF QUAKING ASP MOUNTAIN
 MQ0479'AND ON PROPERTY OWNED BY THE U.S. GOVERMENT.
 MQ0479'
 MQ0479'THE DISTANCE TO TRIANGULATION STATION QUAKING ASP USGS 1931
 MQ0479'1962 WAS 102.73 FEET AND (31.311 METERS).  A GREATER DISTANCE
 MQ0479'0.011 METER THAN THE 1962 DATA.
 MQ0479'
 MQ0479'THE DISTANCE NOTED ABOVE IS A HORIZONTAL DISTANCE AND NOT REDUCED
 MQ0479'TO SEA LEVEL.
 MQ0479'
 MQ0479'THE STATION IS A 4 LEGGED STRUCTION, 40 FEET HIGH, PAINTED
 MQ0479'ALUMINUM, WITH A RADAR DOME ON TOP.
 MQ0479'
 MQ0479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 MQ0479'SOUTH-SOUTHEAST OF ROCK SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0403 ***********************************************************************
 NR0403  DESIGNATION -  ROCKY
 NR0403  PID         -  NR0403
 NR0403  STATE/COUNTY-  WY/NATRONA
 NR0403  USGS QUAD   -  BEULAH BELLE LAKE (1984)
 NR0403
 NR0403                         *CURRENT SURVEY CONTROL
 NR0403  ___________________________________________________________________
 NR0403* NAD 83(1993)-  42 36 39.68346(N)    107 11 46.85369(W)     ADJUSTED  
 NR0403* NAVD 88     -      2180.1    (meters)    7153.     (feet)  VERTCON   
 NR0403  ___________________________________________________________________
 NR0403  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NR0403  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 NR0403
 NR0403  HORZ ORDER  -  THIRD
 NR0403
 NR0403.The horizontal coordinates were established by classical geodetic methods
 NR0403.and adjusted by the National Geodetic Survey in January 1997..
 NR0403
 NR0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0403
 NR0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0403
 NR0403.The geoid height was determined by GEOID03.
 NR0403
 NR0403;                    North         East     Units Scale Factor Converg.
 NR0403;SPC WYEC     -   334,454.550   411,239.396   MT  0.99993905   +0 05 33.9
 NR0403;UTM  13      - 4,719,959.318   319,850.411   MT  0.99999930   -1 29 14.5
 NR0403
 NR0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0403!SPC WYEC     -   0.99966011  x   0.99993905  =   0.99959918
 NR0403!UTM  13      -   0.99966011  x   0.99999930  =   0.99965941
 NR0403
 NR0403:                Primary Azimuth Mark                     Grid Az
 NR0403:SPC WYEC     -  PETE                                     300 33 21.8
 NR0403:UTM  13      -  PETE                                     302 08 10.2
 NR0403
 NR0403|---------------------------------------------------------------------|
 NR0403| PID    Reference Object                     Distance      Geod. Az  |
 NR0403|                                                           dddmmss.s |
 NR0403| NR0404 PETE                                APPROX. 9.8 KM 3003855.7 |
 NR0403|---------------------------------------------------------------------|
 NR0403
 NR0403                          SUPERSEDED SURVEY CONTROL
 NR0403
 NR0403  NAD 83(1986)-  42 36 39.67328(N)    107 11 46.84579(W) AD(       ) 3
 NR0403  NAD 27      -  42 36 39.82809(N)    107 11 44.63375(W) AD(       ) 3
 NR0403  NGVD 29 (07/19/86) 2179.1    (m)         7149.     (f) VERT ANG       
 NR0403
 NR0403.Superseded values are not recommended for survey control.
 NR0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0403.See file dsdata.txt to determine how the superseded data were derived.
 NR0403
 NR0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH1985019959(NAD 83)
 NR0403
 NR0403  HISTORY     - Date     Condition        Report By
 NR0403  HISTORY     - 1948     MONUMENTED       USGS
 NR0403  HISTORY     - 1957     GOOD             USGS
 NR0403
 NR0403                          STATION DESCRIPTION
 NR0403
 NR0403'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NR0403'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NR0403'
 NR0403'STATION LOCATED ABOUT 25 MI. W. OF ALCOVA AND ABOUT 8.6 MI. NW. OF
 NR0403'STATE HIGHWAY 220, ON PROMINENT ROCKY HILL.
 NR0403'
 NR0403'TO REACH FROM ALCOVA POST OFFICE, GO W. ON STATE HIGHWAY 220 FOR 19.1
 NR0403'MI. TO JUNCTION WITH DIRT RD. ON RIGHT, TURN RIGHT (NW.) THRU
 NR0403'CATTLEGUARD AND TAKE RIGHT FORK JUST THRU CATTLEGUARD AND GO 3.4 MI.
 NR0403'NW. TO CATTLEGUARD, CONTINUE THRU CATTLEGUARD AND TAKE RIGHT FORK, OR
 NR0403'MAIN TRAVELED RD., GO N. 3.0 MI. TO CATTLEGUARD, CONTINUE NW. 0.9 MI.
 NR0403'TO ANOTHER CATTLEGUARD, CONTINUE W. 0.5 MI. TO Y-JUNCTION, TAKE LEFT
 NR0403'(SW.) DIM RD. AND GO 0.6 MI. TO END OF TRUCK TRAVEL.  STATION IS ABOUT
 NR0403'0.2 MI., A 30 MIN. PACK TRIP, TO TOP AND STATION MARK.
 NR0403'
 NR0403'STATION MARK--STANDARD TABLET STAMPED ---ROCKY 1948--- AND SET IN
 NR0403'SOLID ROCK ON HIGHEST PART OF HILL.
 NR0403'
 NR0403'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN SOLID ROCK,
 NR0403'STAMPED ---ROCKY NO. 1 1948--- AND BEING 26.50 FT. E. OF STATION MARK,
 NR0403'N 85 DEG 50 MIN W.
 NR0403'
 NR0403'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN SOLID ROCK,
 NR0403'STAMPED ---ROCKY NO. 2 1948--- AND BEING 26.70 FT. S. OF STATION MARK,
 NR0403'N 17 DEG 44 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0665 ***********************************************************************
 NQ0665  DESIGNATION -  ROCKY
 NQ0665  PID         -  NQ0665
 NQ0665  STATE/COUNTY-  WY/CONVERSE
 NQ0665  USGS QUAD   -  BUFFALO PEAK (1992)
 NQ0665
 NQ0665                         *CURRENT SURVEY CONTROL
 NQ0665  ___________________________________________________________________
 NQ0665* NAD 83(1993)-  42 32 33.47257(N)    105 47 51.25228(W)     ADJUSTED  
 NQ0665* NAVD 88     -      2348.     (meters)    7703.     (feet)  VERTCON   
 NQ0665  ___________________________________________________________________
 NQ0665  LAPLACE CORR-          -8.61  (seconds)                    DEFLEC99
 NQ0665  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 NQ0665
 NQ0665  HORZ ORDER  -  THIRD
 NQ0665
 NQ0665.The horizontal coordinates were established by classical geodetic methods
 NQ0665.and adjusted by the National Geodetic Survey in January 1997..
 NQ0665
 NQ0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0665
 NQ0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0665
 NQ0665.The geoid height was determined by GEOID03.
 NQ0665
 NQ0665;                    North         East     Units Scale Factor Converg.
 NQ0665;SPC WY E     -   227,041.561   148,178.754   MT  0.99997053   -0 25 35.7
 NQ0665;UTM  13      - 4,710,335.014   434,511.102   MT  0.99965277   -0 32 21.4
 NQ0665
 NQ0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0665!SPC WY E     -   0.99963372  x   0.99997053  =   0.99960426
 NQ0665!UTM  13      -   0.99963372  x   0.99965277  =   0.99928662
 NQ0665
 NQ0665                          SUPERSEDED SURVEY CONTROL
 NQ0665
 NQ0665  NAD 83(1986)-  42 32 33.45605(N)    105 47 51.23979(W) AD(       ) 3
 NQ0665  NAD 27      -  42 32 33.57546(N)    105 47 49.23481(W) AD(       ) 3
 NQ0665  NGVD 29 (07/19/86) 2347.     (m)         7700.     (f) VERT ANG       
 NQ0665
 NQ0665.Superseded values are not recommended for survey control.
 NQ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0665.See file dsdata.txt to determine how the superseded data were derived.
 NQ0665
 NQ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3451110335(NAD 83)
 NQ0665_MARKER: DD = SURVEY DISK
 NQ0665_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0665_SP_SET: SET IN ROCK OUTCROP
 NQ0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0665+STABILITY: POSITION/ELEVATION WELL
 NQ0665
 NQ0665  HISTORY     - Date     Condition        Report By
 NQ0665  HISTORY     - 1947     MONUMENTED       USGS
 NQ0665
 NQ0665                          STATION DESCRIPTION
 NQ0665
 NQ0665'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0665'TO REACH STATION FROM POST OFFICE AT DOUGLAS, GO W. ON U.S. HIGHWAYS
 NQ0665'87 AND 20 12.5 MI. TO NATURAL BRIDGE FILLING STATION ON S. SIDE OF
 NQ0665'HIGHWAY, THENCE LEFT (S.) 2.2 MI. TO CROSSROADS, THENCE RIGHT 5.4 MI.
 NQ0665'TO TOP OF PASS AND CATTLEGUARD, CONTINUE S. 14.6 MI. TO RD. FORK AND
 NQ0665'SIGN --LA PRELE RANGER STATION, 11 MI.--, THENCE RIGHT (SW.) 6.45 MI.
 NQ0665'TO FORK OF COUNTY AND PRIVATE RD. (0.15 MI. W. OF MEDICINE BOW
 NQ0665'NATIONAL FOREST BOUNDARY SIGN, 150 FT. W. OF CATTLEGUARD), THENCE
 NQ0665'RIGHT (W.) 0.35 MI. TO RD. AND TRAIL FORK, THENCE RIGHT (N.) ON TRAIL
 NQ0665'0.2 MI. TO GATE IN E-W. FENCE, CONTINUE N. ON TRAIL 1.3 MI. TO GATE
 NQ0665'IN SECOND E-W. FENCE, THENCE LEFT (N.) 0.3 MI. ON TRAIL TO THIRD E-W.
 NQ0665'FENCE, CONTINUE ON MAIN TRAVELED TRAIL 0.4 MI. TO SMALL GROVE OF ASPEN
 NQ0665'TREES AND ROCKY PEAK ON RIGHT SIDE OF TRAIL.  STATION IS ON HIGHEST
 NQ0665'PART OF ROCKY PEAK.  APPROXIMATELY 30 MINUTE HIKE WITH PACK.
 NQ0665'
 NQ0665'STATION MARK--STANDARD TABLET SET IN SOLID ROCK, STAMPED ---ROCKY
 NQ0665'1947---.
 NQ0665'
 NQ0665'REFERENCE MARK NO. 1--CHISELED ARROW ON SOLID ROCK, 50.17 FT. FROM
 NQ0665'STATION, S 89 DEG 14 MIN E.
 NQ0665'
 NQ0665'REFERENCE MARK NO. 2--CHISELED ARROW ON SOLID ROCK, 50.25 FT. FROM
 NQ0665'STATION, N 19 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0326 ***********************************************************************
 NS0326  DESIGNATION -  ROCKY
 NS0326  PID         -  NS0326
 NS0326  STATE/COUNTY-  WY/FREMONT
 NS0326  USGS QUAD   -  MOCCASIN LAKE (1981)
 NS0326
 NS0326                         *CURRENT SURVEY CONTROL
 NS0326  ___________________________________________________________________
 NS0326* NAD 83(1993)-  42 59 16.38613(N)    109 02 59.80038(W)     ADJUSTED  
 NS0326* NAVD 88     -      2374.6    (meters)    7791.     (feet)  VERTCON   
 NS0326  ___________________________________________________________________
 NS0326  LAPLACE CORR-         -25.40  (seconds)                    DEFLEC99
 NS0326  GEOID HEIGHT-          -9.93  (meters)                     GEOID03
 NS0326
 NS0326  HORZ ORDER  -  THIRD
 NS0326
 NS0326.The horizontal coordinates were established by classical geodetic methods
 NS0326.and adjusted by the National Geodetic Survey in January 1997..
 NS0326
 NS0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0326
 NS0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0326
 NS0326.The geoid height was determined by GEOID03.
 NS0326
 NS0326;                    North         East     Units Scale Factor Converg.
 NS0326;SPC WYWC     -   276,351.636   575,538.947   MT  0.99994486   -0 12 16.3
 NS0326;UTM  12      - 4,761,314.496   658,979.237   MT  0.99991093   +1 19 47.7
 NS0326
 NS0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0326!SPC WYWC     -   0.99962929  x   0.99994486  =   0.99957417
 NS0326!UTM  12      -   0.99962929  x   0.99991093  =   0.99954026
 NS0326
 NS0326:                Primary Azimuth Mark                     Grid Az
 NS0326:SPC WYWC     -  SOUTH FORK                               016 30 05.5
 NS0326:UTM  12      -  SOUTH FORK                               014 58 01.5
 NS0326
 NS0326|---------------------------------------------------------------------|
 NS0326| PID    Reference Object                     Distance      Geod. Az  |
 NS0326|                                                           dddmmss.s |
 NS0326| OW0288 SOUTH FORK                          APPROX.15.4 KM 0161749.2 |
 NS0326|---------------------------------------------------------------------|
 NS0326
 NS0326                          SUPERSEDED SURVEY CONTROL
 NS0326
 NS0326  NAD 83(1986)-  42 59 16.38697(N)    109 02 59.81074(W) AD(       ) 3
 NS0326  NGVD 29 (11/06/89) 2373.5    (m)         7787.     (f) VERT ANG       
 NS0326
 NS0326.Superseded values are not recommended for survey control.
 NS0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0326.See file dsdata.txt to determine how the superseded data were derived.
 NS0326
 NS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN5897961314(NAD 83)
 NS0326_MARKER: DD = SURVEY DISK
 NS0326_SETTING: 0 = UNSPECIFIED SETTING
 NS0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0326
 NS0326  HISTORY     - Date     Condition        Report By
 NS0326  HISTORY     - 1950     MONUMENTED       USGS
 NS0326
 NS0326                          STATION DESCRIPTION
 NS0326
 NS0326'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0326'STATION LOCATED IN T 1 S, R 2 W, SEC. 7 (WIND RIVER BASE LINE AND
 NS0326'WIND RIVER MERIDIAN).  STATION LOCATED 8 FT. NW. OF LONE TREE NEAR
 NS0326'CREST OF RIDGE.
 NS0326'
 NS0326'TO REACH BY JEEP, TAKE GRAVEL RD. LEADING W. FROM FT. WASHAKIE POST
 NS0326'OFFICE.  FOLLOW RD. 0.7 MI. AND TAKE RIGHT FORK ACROSS TWIN BRIDGES.
 NS0326'FOLLOW THIS GRAVEL RD. FOR 4.4 MI. AND TURN LEFT ON DIRT RD.  CONTINUE
 NS0326'ON DIRT RD. 1.2 MI. THRU GATE AND ACROSS STREAM, THEN 0.4 MI. ACROSS
 NS0326'CATTLEGUARD AND 4.5 MI. FURTHER TO FORK.  TAKE LEFT FORK AGAIN AND
 NS0326'CONTINUE 6.2 MI. TO NEXT FORK.  TURN LEFT ON FAINT TRAIL AND FOLLOW
 NS0326'FOR 0.1 MI., TURN LEFT AGAIN AND CONTINUE TO TOP OF RIDGE 0.2 MI.
 NS0326'FURTHER ON.  FOLLOW ALONG CREST OF RIDGE FOR 0.2 MI. AND TO SMALL
 NS0326'BASIN, THEN 0.4 MI. THRU ROCKS AND JUST OVER CREST OF HILL TO POINT
 NS0326'NEAR LONE TREE.
 NS0326'
 NS0326'STATION MARK--STANDARD USGS TABLET SET IN BOULDER IN PLACE, STAMPED
 NS0326'---WR-ROCKY 1950---.
 NS0326'
 NS0326'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0439 ***********************************************************************
 OU0439  DESIGNATION -  ROCKY BUTTE
 OU0439  PID         -  OU0439
 OU0439  STATE/COUNTY-  WY/CAMPBELL
 OU0439  USGS QUAD   -  RATTLESNAKE DRAW (1984)
 OU0439
 OU0439                         *CURRENT SURVEY CONTROL
 OU0439  ___________________________________________________________________
 OU0439* NAD 83(1993)-  43 44 29.80048(N)    105 36 55.51814(W)     ADJUSTED  
 OU0439* NAVD 88     -      1617.7    (meters)    5307.     (feet)  VERTCON   
 OU0439  ___________________________________________________________________
 OU0439  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 OU0439  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 OU0439  OBS GRAVITY -     980,016.9   (mgal)                       GRAV_OBS
 OU0439
 OU0439  HORZ ORDER  -  THIRD
 OU0439
 OU0439.The horizontal coordinates were established by classical geodetic methods
 OU0439.and adjusted by the National Geodetic Survey in January 1997..
 OU0439
 OU0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0439
 OU0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0439
 OU0439.The geoid height was determined by GEOID03.
 OU0439.The observed gravity was obtained from relative gravimeter ties
 OU0439.to the IGSN71 gravity network.
 OU0439
 OU0439;                    North         East     Units Scale Factor Converg.
 OU0439;SPC WY E     -   360,139.485   163,853.473   MT  0.99995356   -0 18 37.0
 OU0439;UTM  13      - 4,843,358.834   450,445.441   MT  0.99963020   -0 25 31.9
 OU0439
 OU0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0439!SPC WY E     -   0.99974871  x   0.99995356  =   0.99970228
 OU0439!UTM  13      -   0.99974871  x   0.99963020  =   0.99937900
 OU0439
 OU0439:                Primary Azimuth Mark                     Grid Az
 OU0439:SPC WY E     -  LESTER                                   133 03 53.4
 OU0439:UTM  13      -  LESTER                                   133 10 48.3
 OU0439
 OU0439|---------------------------------------------------------------------|
 OU0439| PID    Reference Object                     Distance      Geod. Az  |
 OU0439|                                                           dddmmss.s |
 OU0439| OU0438 LESTER                              APPROX. 6.1 KM 1324516.4 |
 OU0439|---------------------------------------------------------------------|
 OU0439
 OU0439                          SUPERSEDED SURVEY CONTROL
 OU0439
 OU0439  NAD 83(1986)-  43 44 29.78166(N)    105 36 55.49427(W) AD(       ) 3
 OU0439  NAD 27      -  43 44 29.89351(N)    105 36 53.49610(W) AD(       ) 3
 OU0439  NGVD 29 (07/19/86) 1616.9    (m)         5305.     (f) VERT ANG       
 OU0439
 OU0439.Superseded values are not recommended for survey control.
 OU0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0439.See file dsdata.txt to determine how the superseded data were derived.
 OU0439
 OU0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ5044543359(NAD 83)
 OU0439_MARKER: DD = SURVEY DISK
 OU0439_SETTING: 80 = SET IN A BOULDER
 OU0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0439+STABILITY: SURFACE MOTION
 OU0439
 OU0439  HISTORY     - Date     Condition        Report By
 OU0439  HISTORY     - 1955     MONUMENTED       USGS
 OU0439
 OU0439                          STATION DESCRIPTION
 OU0439
 OU0439'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0439'STATION IS LOCATED APPROXIMATELY IN THE SW. 1/4 SEC. 34, T 44 N,
 OU0439'R 73 W, ABOUT 37 MI. (AIRLINE) S. OF GILLETTE, ABOUT 7 MI. (AIRLINE)
 OU0439'E. OF RENO JUNCTION, AND ABOUT 12 MI. (AIRLINE) NE. OF PINE TREE
 OU0439'JUNCTION, ON THE HIGHEST, MOST SE. TOP, OF A PROMINENT BUTTE, LOCALLY
 OU0439'CALLED ---ROCKY BUTTE---.
 OU0439'
 OU0439'TO REACH THE STATION FROM RENO JUNCTION (STATE HIGHWAYS 387 AND 59),
 OU0439'GO SW. ALONG STATE HIGHWAY 387 5.1 MI. TO CROSSROADS, TURN RIGHT (W.)
 OU0439'AT SIGN ---LITTLE BUFFALO RANCH--- AND GO N. AND NW. 3.1 MI. TO THE
 OU0439'W. SIDE OF A SMALL RESERVOIR, TURN LEFT (S.) ON A DIM TRAIL 0.4 MI.,
 OU0439'ALONG THE E. SIDE OF BUTTE, TO RIDGE SUMMIT, TURN RIGHT (W.) ACROSS
 OU0439'COUNTRY ABOUT 0.1 MI. TO THE S. SADDLE OF THE TOP OF BUTTE, THEN
 OU0439'WALK ABOUT 25 YDS. W. TO THE HIGHEST ROCKY TOP AND THE STATION.
 OU0439'
 OU0439'STATION MARK--STANDARD TABLET, CEMENTED IN A FLAT SANDSTONE BOULDER,
 OU0439'STAMPED ---ROCKY BUTTE 1955---.
 OU0439'
 OU0439'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0825 ***********************************************************************
 MR0825  DESIGNATION -  ROCKY GAP
 MR0825  PID         -  MR0825
 MR0825  STATE/COUNTY-  WY/LINCOLN
 MR0825  USGS QUAD   -  SUBLET (1985)
 MR0825
 MR0825                         *CURRENT SURVEY CONTROL
 MR0825  ___________________________________________________________________
 MR0825* NAD 83(1993)-  41 59 23.20682(N)    110 30 54.38144(W)     ADJUSTED  
 MR0825* NAVD 88     -      2365.7    (meters)    7761.     (feet)  VERTCON   
 MR0825  ___________________________________________________________________
 MR0825  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 MR0825  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 MR0825
 MR0825  HORZ ORDER  -  THIRD
 MR0825
 MR0825.The horizontal coordinates were established by classical geodetic methods
 MR0825.and adjusted by the National Geodetic Survey in January 1997..
 MR0825
 MR0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0825
 MR0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0825
 MR0825.The geoid height was determined by GEOID03.
 MR0825
 MR0825;                    North         East     Units Scale Factor Converg.
 MR0825;SPC WY W     -   265,532.766   764,223.786   MT  0.99995324   -0 17 19.9
 MR0825;UTM  12      - 4,648,755.175   540,164.248   MT  0.99961985   +0 19 27.8
 MR0825
 MR0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0825!SPC WY W     -   0.99963120  x   0.99995324  =   0.99958446
 MR0825!UTM  12      -   0.99963120  x   0.99961985  =   0.99925119
 MR0825
 MR0825:                Primary Azimuth Mark                     Grid Az
 MR0825:SPC WY W     -  WILLOW                                   185 14 04.2
 MR0825:UTM  12      -  WILLOW                                   184 37 16.5
 MR0825
 MR0825|---------------------------------------------------------------------|
 MR0825| PID    Reference Object                     Distance      Geod. Az  |
 MR0825|                                                           dddmmss.s |
 MR0825| MR0826 WILLOW                              APPROX. 3.3 KM 1845644.3 |
 MR0825|---------------------------------------------------------------------|
 MR0825
 MR0825                          SUPERSEDED SURVEY CONTROL
 MR0825
 MR0825  NAD 83(1986)-  41 59 23.19701(N)    110 30 54.37905(W) AD(       ) 3
 MR0825  NAD 27      -  41 59 23.40089(N)    110 30 51.76491(W) AD(       ) 3
 MR0825  NGVD 29 (07/19/86) 2364.3    (m)         7757.     (f) VERT ANG       
 MR0825
 MR0825.Superseded values are not recommended for survey control.
 MR0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0825.See file dsdata.txt to determine how the superseded data were derived.
 MR0825
 MR0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4016448755(NAD 83)
 MR0825
 MR0825  HISTORY     - Date     Condition        Report By
 MR0825  HISTORY     - 1942     MONUMENTED       USGS
 MR0825  HISTORY     - 1952     GOOD             USGS
 MR0825
 MR0825                          STATION DESCRIPTION
 MR0825
 MR0825'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 MR0825'LOCATED ABOUT 1.0 MI. S. OF ROCKY GAP, ON HIGHEST POINT OF LOW RIDGE,
 MR0825'BETWEEN TWO OUTSTANDING GAPS OR DRAINS CUTTING THROUGH OYSTER RIDGE,
 MR0825'ABOUT 13.0 MI. N. AND 1.8 MI. E. OF KEMMERER.
 MR0825'
 MR0825'RECOVERED.
 MR0825'
 MR0825'STATION MARK - STANDARD TABLET STAMPED ---ROCKY GAP 1942--- CEMENTED
 MR0825'IN SANDSTONE OUTCROP ON HIGHEST POINT OF TOP.
 MR0825'
 MR0825'REFERENCE MARK NO.1 - CHISELED SQUARE ON TOP OF A ROCK 19.90 FT. FROM
 MR0825'STATION, S 19 DEG 34 MIN E.
 MR0825'
 MR0825'REFERENCE MARK NO.2 - CHISELED SQUARE ON TOP OF A ROCK 18.90 FT. FROM
 MR0825'STATION, N 38 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1174 ***********************************************************************
 MO1174  DESIGNATION -  ROGERS
 MO1174  PID         -  MO1174
 MO1174  STATE/COUNTY-  WY/PLATTE
 MO1174  USGS QUAD   -  NATWICK SW (1981)
 MO1174
 MO1174                         *CURRENT SURVEY CONTROL
 MO1174  ___________________________________________________________________
 MO1174* NAD 83(1993)-  41 52 16.66322(N)    105 08 31.01807(W)     ADJUSTED  
 MO1174* NAVD 88     -      1627.1    (meters)    5338.     (feet)  VERTCON   
 MO1174  ___________________________________________________________________
 MO1174  LAPLACE CORR-         -12.06  (seconds)                    DEFLEC99
 MO1174  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 MO1174
 MO1174  HORZ ORDER  -  THIRD
 MO1174
 MO1174.The horizontal coordinates were established by classical geodetic methods
 MO1174.and adjusted by the National Geodetic Survey in January 1997..
 MO1174
 MO1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1174
 MO1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1174
 MO1174.The geoid height was determined by GEOID03.
 MO1174
 MO1174;                    North         East     Units Scale Factor Converg.
 MO1174;SPC WY E     -   152,283.417   202,051.832   MT  0.99993755   +0 00 59.4
 MO1174;UTM  13      - 4,635,496.194   488,220.422   MT  0.99960171   -0 05 41.1
 MO1174
 MO1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1174!SPC WY E     -   0.99974692  x   0.99993755  =   0.99968449
 MO1174!UTM  13      -   0.99974692  x   0.99960171  =   0.99934873
 MO1174
 MO1174:                Primary Azimuth Mark                     Grid Az
 MO1174:SPC WY E     -  SHEEP                                    209 01 23.1
 MO1174:UTM  13      -  SHEEP                                    209 08 03.6
 MO1174
 MO1174|---------------------------------------------------------------------|
 MO1174| PID    Reference Object                     Distance      Geod. Az  |
 MO1174|                                                           dddmmss.s |
 MO1174| MO1175 SHEEP                               APPROX. 8.5 KM 2090222.5 |
 MO1174|---------------------------------------------------------------------|
 MO1174
 MO1174                          SUPERSEDED SURVEY CONTROL
 MO1174
 MO1174  NAD 83(1986)-  41 52 16.64619(N)    105 08 31.01347(W) AD(       ) 3
 MO1174  NAD 27      -  41 52 16.74678(N)    105 08 29.08985(W) AD(       ) 3
 MO1174  NGVD 29 (07/19/86) 1626.3    (m)         5336.     (f) VERT ANG       
 MO1174
 MO1174.Superseded values are not recommended for survey control.
 MO1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1174.See file dsdata.txt to determine how the superseded data were derived.
 MO1174
 MO1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG8822035496(NAD 83)
 MO1174_MARKER: DD = SURVEY DISK
 MO1174_SETTING: 0 = UNSPECIFIED SETTING
 MO1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1174
 MO1174  HISTORY     - Date     Condition        Report By
 MO1174  HISTORY     - 1951     MONUMENTED       USGS
 MO1174
 MO1174                          STATION DESCRIPTION
 MO1174
 MO1174'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MO1174'STATION LOCATED ON NE. END OF LOW FLAT RIDGE AND ABOUT 18 MI. W.
 MO1174'AND 24 MI. S. OF WHEATLAND.
 MO1174'
 MO1174'TO REACH STATION FROM POST OFFICE AT WHEATLAND, GO S. ON HIGHWAY 87
 MO1174'6.6 MI. TO JUNCTION WITH HIGHWAY 34, TURN RIGHT AND PROCEED 10.3 MI.
 MO1174'ON HIGHWAY 34 TO DIRT RD. E. OF SYBILLE CREEK, TURN LEFT AND GO S.
 MO1174'0.3 MI. TO RD. FORK, TURN RIGHT AND GO 0.2 MI. TO ANOTHER RD. FORK,
 MO1174'TURN LEFT AND GO S. 0.9 MI. TO DEADHEAD CREEK, CROSS CREEK AND
 MO1174'CONTINUE S. PAST ROGERS RANCH HOUSE 0.7 MI. TO POINT WHERE RD. CROSSES
 MO1174'NO. 1 CANAL, CROSS CANAL TAKE RIGHT FORK 1.1 MI., TURN LEFT AND
 MO1174'PROCEED 1.2 MI. IN E. DIRECTION TO FENCE AND STATION.
 MO1174'
 MO1174'STATION MARK--STANDARD TABLET, SET IN TOP OF 7 X 7 IN. CONCRETE POST,
 MO1174'PROJECTING ABOUT 3 IN. ABOVE GROUND, STAMPED ---JSC-ROGERS 1951---.
 MO1174'
 MO1174'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1047 ***********************************************************************
 MO1047  DESIGNATION -  ROMSA
 MO1047  PID         -  MO1047
 MO1047  STATE/COUNTY-  WY/LARAMIE
 MO1047  USGS QUAD   -  ROUND TOP (1991)
 MO1047
 MO1047                         *CURRENT SURVEY CONTROL
 MO1047  ___________________________________________________________________
 MO1047* NAD 83(1993)-  41 24 41.05757(N)    104 15 04.99433(W)     ADJUSTED  
 MO1047* NAVD 88     -      1673.     (meters)    5489.     (feet)  SCALED    
 MO1047  ___________________________________________________________________
 MO1047  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 MO1047  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 MO1047
 MO1047  HORZ ORDER  -  SECOND
 MO1047
 MO1047.The horizontal coordinates were established by classical geodetic methods
 MO1047.and adjusted by the National Geodetic Survey in January 1997..
 MO1047
 MO1047.The orthometric height was scaled from a topographic map.
 MO1047
 MO1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1047
 MO1047.The geoid height was determined by GEOID03.
 MO1047
 MO1047;                    North         East     Units Scale Factor Converg.
 MO1047;SPC WY E     -   101,612.278   276,522.012   MT  1.00000954   +0 36 19.6
 MO1047;UTM  13      - 4,584,698.916   562,566.594   MT  0.99964817   +0 29 42.7
 MO1047
 MO1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1047!SPC WY E     -   0.99974044  x   1.00000954  =   0.99974997
 MO1047!UTM  13      -   0.99974044  x   0.99964817  =   0.99938870
 MO1047
 MO1047:                Primary Azimuth Mark                     Grid Az
 MO1047:SPC WY E     -  ROMSA AZ MK                              054 52 13.7
 MO1047:UTM  13      -  ROMSA AZ MK                              054 58 50.6
 MO1047
 MO1047|---------------------------------------------------------------------|
 MO1047| PID    Reference Object                     Distance      Geod. Az  |
 MO1047|                                                           dddmmss.s |
 MO1047| CQ4810 ROMSA AZ MK                                        0552833.3 |
 MO1047| MO1023 ALBIN DUHAMEL ENTER STA KPG 47      APPROX.10.2 KM 0814551.3 |
 MO1047| CQ4811 ROMSA RM 1                           16.328 METERS 08734     |
 MO1047| CQ4812 ROMSA RM 2                           11.664 METERS 27429     |
 MO1047|---------------------------------------------------------------------|
 MO1047
 MO1047                          SUPERSEDED SURVEY CONTROL
 MO1047
 MO1047  NAD 83(1986)-  41 24 41.04522(N)    104 15 04.99489(W) AD(       ) 2
 MO1047  NAD 27      -  41 24 41.12540(N)    104 15 03.14700(W) AD(       ) 2
 MO1047
 MO1047.Superseded values are not recommended for survey control.
 MO1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1047.See file dsdata.txt to determine how the superseded data were derived.
 MO1047
 MO1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6256784699(NAD 83)
 MO1047_MARKER: DS = TRIANGULATION STATION DISK
 MO1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1047
 MO1047  HISTORY     - Date     Condition        Report By
 MO1047  HISTORY     - 1963     MONUMENTED       CGS
 MO1047
 MO1047                          STATION DESCRIPTION
 MO1047
 MO1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1047'THE STATION IS 7-3/4 MILES WEST OF ALBIN, IN THE EAST CENTRAL
 MO1047'PART OF SECTION 25, T 17 N, R 62 W, AND AT THE NORTHEAST
 MO1047'SIDE OF MR. WILLIAM ROMSAS RESIDENCE.
 MO1047'
 MO1047'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, GO WEST
 MO1047'ON A BLACKTOP ROAD FOR 7.5 MILES TO A CROSSROAD AND AN OLD
 MO1047'ABANDON SCHOOL HOUSE IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 MO1047'TURN LEFT AND GO SOUTH ON A GRAVEL FOR 0.3 MILE TO A POWER
 MO1047'POLE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE
 MO1047'GRAVEL ROAD FOR 0.2 MILE TO A DRIVEWAY ON THE RIGHT.  TURN
 MO1047'RIGHT AND GO WEST ON THE DRIVEWAY FOR 0.2 MILE TO THE STATION
 MO1047'ON THE RIGHT, 105.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 MO1047'OF MR. ROMSAS HOUSE.
 MO1047'
 MO1047'THE STATION MARKS ARE STANDARD DISKS STAMPED ROMSA 1963.  THE
 MO1047'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1047'SURFACE OF THE GROUND.  IT IS 86 FEET NORTH OF THE CENTER OF
 MO1047'THE DRIVEWAY, 64 FEET EAST OF A POWER POLE WITH A TRANSFORMER
 MO1047'AND 4 FEET SOUTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN
 MO1047'AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE SURFACE
 MO1047'OF THE GROUND.
 MO1047'
 MO1047'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROMSA NO 1 1963,
 MO1047'IS SET IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW
 MO1047'THE SURFACE OF THE GROUND.  IT IS 118 FEET EAST OF THE POWER
 MO1047'POLE WITH A TRANSFORMER, 78 FEET NORTH OF THE CENTER OF THE
 MO1047'DRIVEWAY AND 1.5 FEET SOUTH OF THE FENCE.
 MO1047'
 MO1047'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROMSA NO 2 1963,
 MO1047'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1047'THE GROUND.  IT IS 71 FEET NORTHEAST OF THE NORTHEAST CORNER
 MO1047'OF THE HOUSE, 26 EAST OF THE POWER POLE WITH A TRANSFORMER
 MO1047'AND 1.5 FEET SOUTHEAST OF THE SOUTHEAST GATE POST OF AN OLD
 MO1047'WOODEN GATE.
 MO1047'
 MO1047'AZIMUTH MARK, A STANDARD DISK STAMPED ROMSA 1963, IS SET IN
 MO1047'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 41 FEET
 MO1047'EAST OF THE CENTER OF THE GRAVEL ROAD, 4.5 FEET SOUTHWEST OF
 MO1047'A POWER POLE, 2 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT
 MO1047'WEST OF A FENCE.
 MO1047'
 MO1047'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0429 ***********************************************************************
 PX0429  DESIGNATION -  ROSE
 PX0429  PID         -  PX0429
 PX0429  STATE/COUNTY-  WY/PARK
 PX0429  USGS QUAD   -  THOMAS RESERVOIR (1988)
 PX0429
 PX0429                         *CURRENT SURVEY CONTROL
 PX0429  ___________________________________________________________________
 PX0429* NAD 83(1993)-  44 09 42.84922(N)    109 09 38.97926(W)     ADJUSTED  
 PX0429* NAVD 88     -      2289.8    (meters)    7512.     (feet)  VERTCON   
 PX0429  ___________________________________________________________________
 PX0429  LAPLACE CORR-         -19.96  (seconds)                    DEFLEC99
 PX0429  GEOID HEIGHT-          -9.57  (meters)                     GEOID03
 PX0429
 PX0429  HORZ ORDER  -  THIRD
 PX0429
 PX0429.The horizontal coordinates were established by classical geodetic methods
 PX0429.and adjusted by the National Geodetic Survey in January 1997..
 PX0429
 PX0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0429
 PX0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0429
 PX0429.The geoid height was determined by GEOID03.
 PX0429
 PX0429;                    North         East     Units Scale Factor Converg.
 PX0429;SPC WYWC     -   406,819.882   567,140.865   MT  0.99995077   -0 17 10.4
 PX0429;UTM  12      - 4,891,499.853   647,053.231   MT  0.99986596   +1 16 53.6
 PX0429
 PX0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0429!SPC WYWC     -   0.99964258  x   0.99995077  =   0.99959337
 PX0429!UTM  12      -   0.99964258  x   0.99986596  =   0.99950859
 PX0429
 PX0429:                Primary Azimuth Mark                     Grid Az
 PX0429:SPC WYWC     -  PALETTE                                  241 34 18.6
 PX0429:UTM  12      -  PALETTE                                  240 00 14.6
 PX0429
 PX0429|---------------------------------------------------------------------|
 PX0429| PID    Reference Object                     Distance      Geod. Az  |
 PX0429|                                                           dddmmss.s |
 PX0429| PX0430 PALETTE                             APPROX. 8.7 KM 2411708.2 |
 PX0429|---------------------------------------------------------------------|
 PX0429
 PX0429                          SUPERSEDED SURVEY CONTROL
 PX0429
 PX0429  NAD 83(1986)-  44 09 42.83895(N)    109 09 38.97026(W) AD(       ) 3
 PX0429  NAD 27      -  44 09 43.00671(N)    109 09 36.44210(W) AD(       ) 3
 PX0429  NGVD 29 (07/19/86) 2288.6    (m)         7509.     (f) VERT ANG       
 PX0429
 PX0429.Superseded values are not recommended for survey control.
 PX0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0429.See file dsdata.txt to determine how the superseded data were derived.
 PX0429
 PX0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP4705391500(NAD 83)
 PX0429_MARKER: DD = SURVEY DISK
 PX0429_SETTING: 80 = SET IN A BOULDER
 PX0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0429+STABILITY: SURFACE MOTION
 PX0429
 PX0429  HISTORY     - Date     Condition        Report By
 PX0429  HISTORY     - 1954     MONUMENTED       USGS
 PX0429
 PX0429                          STATION DESCRIPTION
 PX0429
 PX0429'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0429'STATION LOCATED ABOUT 14 MI. AIR W. OF MEETEETSE, WYOMING ON A RIDGE
 PX0429'BETWEEN RAWHIDE AND ROSE CREEKS.
 PX0429'
 PX0429'TO REACH FROM MEETEETSE,GO SW. ON STATE SECONDARY RD. FOR 12.1 MI. TO
 PX0429'END OF PAVEMENT, GO STRAIGHT AHEAD KEEPING ON S. SIDE OF GREYBULL
 PX0429'RIVER THRU RANCH YARD, AND CROSS GREYBULL RIVER AT HEADQUARTERS OF
 PX0429'PITCHFORK RANCH, ABOUT 300 FT. W. OF THE MAIN HOUSE IN A 3-WAY FORK.
 PX0429'TAKE THE CENTER FORK, AND GO UP STEEP RD. 2.2 MI. ON TRACK RD. TO
 PX0429'CABIN ON W. SIDE OF DRAIN.
 PX0429'TURN RIGHT, LEAVING RD., CROSS DRAIN AND PROCEED NW. UP STEEP RIDGE
 PX0429'0.5 MI. TO HIGHEST POINT IN VICINITY AND STATION.
 PX0429'
 PX0429'STATION MARK - STANDARD TABLET CEMENTED IN A BURIED BOULDER STAMPED
 PX0429'---ROSE 1954---.
 PX0429'
 PX0429'REFERENCE MARK - 3/4 IN. DRILL HOLE IN A BURIED BOULDER 21.15 FT. FROM
 PX0429'STATION MARK, N 61 DEG 34 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0528 ***********************************************************************
 NQ0528  DESIGNATION -  ROSIN
 NQ0528  PID         -  NQ0528
 NQ0528  STATE/COUNTY-  WY/CONVERSE
 NQ0528  USGS QUAD   -  LOST SPRINGS (1970)
 NQ0528
 NQ0528                         *CURRENT SURVEY CONTROL
 NQ0528  ___________________________________________________________________
 NQ0528* NAD 83(1993)-  42 49 45.07870(N)    104 58 44.86173(W)     ADJUSTED  
 NQ0528* NAVD 88     -      1691.     (meters)    5548.     (feet)  SCALED    
 NQ0528  ___________________________________________________________________
 NQ0528  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 NQ0528  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 NQ0528
 NQ0528  HORZ ORDER  -  FIRST
 NQ0528
 NQ0528.The horizontal coordinates were established by classical geodetic methods
 NQ0528.and adjusted by the National Geodetic Survey in January 1997..
 NQ0528
 NQ0528.The orthometric height was scaled from a topographic map.
 NQ0528
 NQ0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0528
 NQ0528.The geoid height was determined by GEOID03.
 NQ0528
 NQ0528;                    North         East     Units Scale Factor Converg.
 NQ0528;SPC WY E     -   258,696.394   215,333.398   MT  0.99994039   +0 07 39.0
 NQ0528;UTM  13      - 4,741,846.968   501,705.926   MT  0.99960004   +0 00 51.1
 NQ0528
 NQ0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0528!SPC WY E     -   0.99973718  x   0.99994039  =   0.99967758
 NQ0528!UTM  13      -   0.99973718  x   0.99960004  =   0.99933732
 NQ0528
 NQ0528|---------------------------------------------------------------------|
 NQ0528| PID    Reference Object                     Distance      Geod. Az  |
 NQ0528|                                                           dddmmss.s |
 NQ0528| CQ4820 ROSIN RM 1                           16.140 METERS 12658     |
 NQ0528| CQ4819 ROSIN AZ MK                                        2063705.1 |
 NQ0528| CQ4821 ROSIN RM 2                           13.820 METERS 26020     |
 NQ0528|---------------------------------------------------------------------|
 NQ0528
 NQ0528                          SUPERSEDED SURVEY CONTROL
 NQ0528
 NQ0528  NAD 83(1986)-  42 49 45.05667(N)    104 58 44.84971(W) AD(       ) 1
 NQ0528  NAD 27      -  42 49 45.17300(N)    104 58 42.95600(W) AD(       ) 1
 NQ0528
 NQ0528.Superseded values are not recommended for survey control.
 NQ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0528.See file dsdata.txt to determine how the superseded data were derived.
 NQ0528
 NQ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH0170641847(NAD 83)
 NQ0528_MARKER: DS = TRIANGULATION STATION DISK
 NQ0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0528
 NQ0528  HISTORY     - Date     Condition        Report By
 NQ0528  HISTORY     - 1938     MONUMENTED       CGS
 NQ0528
 NQ0528                          STATION DESCRIPTION
 NQ0528
 NQ0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 NQ0528'STATION ROSIN, IN THE EXTREME EASTERN PART OF CONVERSE COUNTY,
 NQ0528'IS LOCATED ON THE TOP OF A PROMINENT RIDGE WHICH IS COVERED
 NQ0528'WITH PINE TREES ON THE TOP AND NORTHEASTERN SLOPE.  IT IS
 NQ0528'ABOUT 5.5 MILES, AIRLINE, NORTH-NORTHWEST OF LOST SPRINGS,
 NQ0528'21 MILES, AIRLINE, EAST OF DOUGLAS, 27 MILES, AIRLINE,
 NQ0528'WEST-NORTHWEST OF LUSK AND ABOUT 4 MILES WEST OF THE NIOBRARA COUNTY
 NQ0528'LINE.
 NQ0528'
 NQ0528'REACHED FROM THE RAILROAD STATION IN LOST SPRINGS, WHICH IS ON
 NQ0528'HIGHWAY U.S. 20, BY TURNING NORTH ON GRADED DIRT ROAD JUST WEST
 NQ0528'OF THE RAILROAD STATION AND FOLLOW THE MAIN ROAD NORTH 0.25
 NQ0528'MILE.  THENCE WEST 0.1 MILE.  THENCE NORTH 0.55 MILE.  THENCE
 NQ0528'WEST 0.25 MILE.  THENCE NORTH 0.45 MILE.  THENCE WEST 0.3 MILE.
 NQ0528'THENCE NORTH 0.5 MILE TO A CATTLE GUARD ACROSS MAIN ROAD AND
 NQ0528'A TRAIL ROAD LEADING OFF TO THE WEST.  LEAVE MAIN ROAD HERE
 NQ0528'AND TURN WEST THRU GATE AND FOLLOW TRAIL ROAD WEST 0.35 MILE
 NQ0528'TO A FORK JUST AFTER CROSSING AN OLD RAILROAD CUT.  THENCE
 NQ0528'RIGHT FORK, NORTH, 0.45 MILE TO A GATE.  GO THRU GATE AND
 NQ0528'FOLLOW TRAIL ROAD NORTH AND WEST 0.3 MILE TO WHERE A ROAD
 NQ0528'COMES IN FROM THE LEFT.  THENCE CONTINUE NORTH-NORTHWEST 0.75
 NQ0528'MILE TO A FORK.  THENCE LEFT FORK 0.15 MILE TO A GATE IN A
 NQ0528'NORTH AND SOUTH FENCE.  THENCE THRU GATE AND FOLLOW MAIN
 NQ0528'TRAIL ROAD 0.35 MILE TO A FORK.  THENCE RIGHT FORK 0.6 MILE
 NQ0528'TO A WIRE GATE.  THENCE THRU GATE AND FOLLOW TRAIL ROAD
 NQ0528'NORTHWEST 0.2 MILE TO A RESERVOIR ON THE LEFT OF ROAD.
 NQ0528'THENCE CONTINUE ON TO THE NORTHWEST 0.6 MILE TO A GATE
 NQ0528'IN A NORTH AND SOUTH FENCE AND THE AZIMUTH MARK WILL BE
 NQ0528'FOUND ON THE NORTH SIDE OF GATE AND THE EAST SIDE OF
 NQ0528'FENCE.  FROM THE AZIMUTH FOLLOW ALONG THE EAST SIDE OF
 NQ0528'FENCE TO THE NORTH ABOUT 0.2 MILE THEN TURN NORTHEAST AND
 NQ0528'FOLLOW THE EASY SLOPE OF RIDGE TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0307 ***********************************************************************
 NS0307  DESIGNATION -  ROSS ET
 NS0307  PID         -  NS0307
 NS0307  STATE/COUNTY-  WY/SUBLETTE
 NS0307  USGS QUAD   -  ROSS BUTTE (1964)
 NS0307
 NS0307                         *CURRENT SURVEY CONTROL
 NS0307  ___________________________________________________________________
 NS0307* NAD 83(1993)-  42 33 49.35303(N)    109 54 48.08583(W)     ADJUSTED  
 NS0307* NAVD 88     -      2279.8    (meters)    7480.     (feet)  VERTCON   
 NS0307  ___________________________________________________________________
 NS0307  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 NS0307  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 NS0307
 NS0307  HORZ ORDER  -  THIRD
 NS0307
 NS0307.The horizontal coordinates were established by classical geodetic methods
 NS0307.and adjusted by the National Geodetic Survey in January 1997..
 NS0307
 NS0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0307
 NS0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0307
 NS0307.The geoid height was determined by GEOID03.
 NS0307
 NS0307;                    North         East     Units Scale Factor Converg.
 NS0307;SPC WY W     -   329,203.923   813,956.809   MT  0.99993990   +0 06 53.9
 NS0307;UTM  12      - 4,712,939.447   589,195.006   MT  0.99969788   +0 44 06.2
 NS0307
 NS0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0307!SPC WY W     -   0.99964462  x   0.99993990  =   0.99958454
 NS0307!UTM  12      -   0.99964462  x   0.99969788  =   0.99934261
 NS0307
 NS0307:                Primary Azimuth Mark                     Grid Az
 NS0307:SPC WY W     -  BURMA ET                                 099 14 24.1
 NS0307:UTM  12      -  BURMA ET                                 098 37 11.8
 NS0307
 NS0307|---------------------------------------------------------------------|
 NS0307| PID    Reference Object                     Distance      Geod. Az  |
 NS0307|                                                           dddmmss.s |
 NS0307| NS0306 BURMA ET                            APPROX. 8.4 KM 0992118.0 |
 NS0307|---------------------------------------------------------------------|
 NS0307
 NS0307                          SUPERSEDED SURVEY CONTROL
 NS0307
 NS0307  NAD 83(1993)-  42 33 49.33904(N)    109 54 48.08550(W) AD(       ) 3
 NS0307  NAD 83(1986)-  42 33 49.33299(N)    109 54 48.08095(W) AD(       ) 3
 NS0307  NAD 27      -  42 33 49.52782(N)    109 54 45.54030(W) AD(       ) 3
 NS0307  NGVD 29 (07/19/86) 2278.4    (m)         7475.     (f) VERT ANG       
 NS0307
 NS0307.Superseded values are not recommended for survey control.
 NS0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0307.See file dsdata.txt to determine how the superseded data were derived.
 NS0307
 NS0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN8919512939(NAD 83)
 NS0307_MARKER: DD = SURVEY DISK
 NS0307_SETTING: 0 = UNSPECIFIED SETTING
 NS0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0307
 NS0307  HISTORY     - Date     Condition        Report By
 NS0307  HISTORY     - 1964     MONUMENTED       USGS
 NS0307
 NS0307                          STATION DESCRIPTION
 NS0307
 NS0307'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NS0307'STATION LOCATED 10 MI. AIR NE. OF BIG PINEY, ON ROSS BUTTE, A
 NS0307'PROMINIENT FEATURE E. OF THE CONFLUENCE OF GREEN AND NEWFORK RIVERS
 NS0307'0.3 MI. S. OF SMALL TV RELAY TOWER, 700 FT. N. OF POINT WHERE TRACK
 NS0307'RD. ASCENDS RIM OF BUTTE AND 50 FT. E. OF RD.
 NS0307'
 NS0307'TO REACH FROM THE BIG PINEY GO N. 3.5 MI. ALONG U.S. HIGHWAY 189 TO
 NS0307'JUNCTION WITH STATE HIGHWAY 1801, GO E. ON HIGHWAY 1801 8.5 MI. TO
 NS0307'GATE AND RD. ON RIGHT, GO S. ON DIRT RD. CROSSING NEWFORK RIVER
 NS0307'BRIDGE AT 0.7 MI. CONTINUE E. AND S. TO RD. FORK AT 1.2 MI., TAKE LEFT
 NS0307'FORK AND ASCEND STEEP RD. UP WEST FACE OF BUTTE, AT 2.2 MI. ON RIM OF
 NS0307'BUTTE AND STATION AS DESCRIBED.
 NS0307'
 NS0307'STATION MARK - STANDARD ALUMINUM TABLET STAMPED ---ROSS ET 1964--- SET
 NS0307'IN CONCRETE POST PROJECTING 1 FT.
 NS0307'
 NS0307'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0359 ***********************************************************************
 OV0359  DESIGNATION -  ROUGHLOOK
 OV0359  PID         -  OV0359
 OV0359  STATE/COUNTY-  WY/NATRONA
 OV0359  USGS QUAD   -  ROUGHLOCK HILL (1968)
 OV0359
 OV0359                         *CURRENT SURVEY CONTROL
 OV0359  ___________________________________________________________________
 OV0359* NAD 83(1993)-  43 26 29.89090(N)    106 53 22.55860(W)     ADJUSTED  
 OV0359* NAVD 88     -      1985.     (meters)    6512.     (feet)  SCALED    
 OV0359  ___________________________________________________________________
 OV0359  LAPLACE CORR-          -8.29  (seconds)                    DEFLEC99
 OV0359  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 OV0359
 OV0359  HORZ ORDER  -  FIRST
 OV0359
 OV0359.The horizontal coordinates were established by classical geodetic methods
 OV0359.and adjusted by the National Geodetic Survey in January 1997..
 OV0359
 OV0359.The orthometric height was scaled from a topographic map.
 OV0359
 OV0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0359
 OV0359.The geoid height was determined by GEOID03.
 OV0359
 OV0359;                    North         East     Units Scale Factor Converg.
 OV0359;SPC WYEC     -   426,810.848   435,920.034   MT  0.99995337   +0 18 18.4
 OV0359;UTM  13      - 4,811,593.809   347,087.968   MT  0.99988762   -1 17 58.4
 OV0359
 OV0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0359!SPC WYEC     -   0.99969072  x   0.99995337  =   0.99964410
 OV0359!UTM  13      -   0.99969072  x   0.99988762  =   0.99957837
 OV0359
 OV0359|---------------------------------------------------------------------|
 OV0359| PID    Reference Object                     Distance      Geod. Az  |
 OV0359|                                                           dddmmss.s |
 OV0359| CP6545 ROUGHLOOK RM 1                        7.138 METERS 08425     |
 OV0359| CP6546 ROUGHLOOK RM 2                        8.090 METERS 18627     |
 OV0359| CP6544 ROUGHLOOK AZ MK                                    3514425.5 |
 OV0359|---------------------------------------------------------------------|
 OV0359
 OV0359                          SUPERSEDED SURVEY CONTROL
 OV0359
 OV0359  NAD 83(1986)-  43 26 29.87178(N)    106 53 22.53710(W) AD(       ) 1
 OV0359  NAD 27      -  43 26 29.99500(N)    106 53 20.32500(W) AD(       ) 1
 OV0359
 OV0359.Superseded values are not recommended for survey control.
 OV0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0359.See file dsdata.txt to determine how the superseded data were derived.
 OV0359
 OV0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ4708811594(NAD 83)
 OV0359_MARKER: DS = TRIANGULATION STATION DISK
 OV0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0359
 OV0359  HISTORY     - Date     Condition        Report By
 OV0359  HISTORY     - 1938     MONUMENTED       CGS
 OV0359  HISTORY     - 1968     GOOD             USGS
 OV0359
 OV0359                          STATION DESCRIPTION
 OV0359
 OV0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0359'STATION IS LOCATED ABOUT 30 MILES W OF MIDWEST AND 27 MILES
 OV0359'NE OF ARMINTO, ABOUT 2 MILES NE OF WHERE THE 33 MILE ROAD
 OV0359'MAKES TWO SWITCH-BACKS UP THE N FACE OF A MESA KNOWN AS
 OV0359'ROUGHLOOK HILL.  IT IS THE HIGHEST POINT ON A LONE BUTTE
 OV0359'ON THE DIVIDE BETWEEN WILLOW CREEK AND BUFFALO CREEK.
 OV0359'
 OV0359'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 OV0359'STANDARD BRONZE DISKS SET IN CONCRETE.
 OV0359'
 OV0359'STATION IS REACHED AS FOLLOWS--FROM ARMINTO GO N ON THE
 OV0359'MAIN-TRAVELED ROAD TO A SIDE ROAD TO LEFT AT SIGN BADWATER
 OV0359'AND DAVIS RANCH, CONTINUE STRAIGHT AHEAD N AND GO 13.3 MILES
 OV0359'TO A JUNCTION OF THREE GRADE ROADS, ONE ROAD TURNS SHARP RIGHT,
 OV0359'AND THE OTHER TWO MAKE A Y-FORK WITH A SIGN IN THE FORK BIG
 OV0359'HORN MOUNTAINS.  TAKE RIGHT FORK OF THE Y AND 8.3 MILES,
 OV0359'PASSING SEVERAL GATES AND CATTLE GUARDS, TO A SIGN PRIVATE
 OV0359'ROAD, TAKE LEFT FORK AND GO 13 MILES TO ANOTHER FORK, TAKE
 OV0359'LEFT FORK AND GO 0.3 MILE TO SOME LARGE SHEEP CORRALS AND
 OV0359'CORRUGATED IRON SHEARING SHEDS ON THE LEFT, TAKE ROAD N
 OV0359'ON THE E END OF THE SHEDS AND FOLLOW MAIN-TRAVELED ROAD 1.6
 OV0359'MILES TO WHERE MAIN ROAD TURNS E IN A WIDE FENCED IN RIGHT
 OV0359'AWAY, CONTINUE 0.1 MILE ON THE LEFT FORK TO A WIRE GATE
 OV0359'CONTINUE 1.8 MILES TAKE RIGHT FORK AND GO 0.5 MILE TO THE N END
 OV0359'OF THE HILL, TAKE RIGHT FORK AND GO UP HILL TO THE S END
 OV0359'JUST TO W OF THE KNOLL ON THE HIGHEST POINT 0.8 MILE.
 OV0359'END OF TRUCK TRAVEL.  WALK UP HILL ABOUT 50 YARDS TO THE
 OV0359'STATION.
 OV0359'
 OV0359'AZIMUTH MARK IS ON THE S SIDE OF A RED CONE SHAPED HILL 0.25
 OV0359'MILE N OF THE ROAD AND IS 1.0 MILE NW OF STATION.
 OV0359'
 OV0359'HEIGHT OF LIGHT ABOVE STATION MARK - 0.5 METERS.
 OV0359
 OV0359                          STATION RECOVERY (1968)
 OV0359
 OV0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JLP)
 OV0359'TO REACH STATION FROM THE JCT. OF THE BUCKNUM ROAD AND U.S. HWYS
 OV0359'20 AND 26 WHICH IS ABOUT 16.5 MILES NW OF CASPER, DRIVE NORTH ON
 OV0359'THE BUCKNUM ROAD 10.0 MILES TO THE JCT. WITH THE 33 MILE STOCK
 OV0359'TRAIL ROAD.  CONTINUE N. ON GRADED ROAD 21.4 MILES TO A Y-RD
 OV0359'JCT.  (LONE BEAR RD RIGHT AND 33 MILE RAIL LEFT, BEAR LEFT
 OV0359'ON 33 MILE TRAIL 16.1 MILES TO A Y-RD JCT AT THE BOTTOM OF
 OV0359'ROUGHLOCK HILL.  TURN SHARP RIGHT ON ROAD TO WILLOW CREEK
 OV0359'RANCH.  TRAVEL 5.3 MILES TO TOP OF GRADE AND JCT. WITH TRACK
 OV0359'ROAD LEFT.  TURN SHARP LEFT ON TRACK ROAD AND GO 1.8 MILES TO A
 OV0359'Y-RD.  BEAR LEFT ABOUT 1.0 MILE TO NORTH BASE OF THE NE ONE OF
 OV0359'TWO HILLS AND END OF TRUCK TRAVEL.  A 4 WHEEL DRIVE TRUCK
 OV0359'CAN BE DRIVEN UP VERY STEEP SLOPE TO TOP OF FLAT HILL AND
 OV0359'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0769 ***********************************************************************
 MR0769  DESIGNATION -  ROUND
 MR0769  PID         -  MR0769
 MR0769  STATE/COUNTY-  WY/LINCOLN
 MR0769  USGS QUAD   -  ROUND MOUNTAIN (1978)
 MR0769
 MR0769                         *CURRENT SURVEY CONTROL
 MR0769  ___________________________________________________________________
 MR0769* NAD 83(1993)-  41 53 05.72897(N)    110 23 55.47943(W)     ADJUSTED  
 MR0769* NAVD 88     -      2339.6    (meters)    7676.     (feet)  VERTCON   
 MR0769  ___________________________________________________________________
 MR0769  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 MR0769  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 MR0769
 MR0769  HORZ ORDER  -  FIRST
 MR0769
 MR0769.The horizontal coordinates were established by classical geodetic methods
 MR0769.and adjusted by the National Geodetic Survey in January 1997..
 MR0769
 MR0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0769
 MR0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0769
 MR0769.The geoid height was determined by GEOID03.
 MR0769
 MR0769;                    North         East     Units Scale Factor Converg.
 MR0769;SPC WY W     -   253,844.959   773,822.555   MT  0.99994593   -0 12 38.1
 MR0769;UTM  12      - 4,637,174.427   549,884.283   MT  0.99963062   +0 24 05.1
 MR0769
 MR0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0769!SPC WY W     -   0.99963539  x   0.99994593  =   0.99958134
 MR0769!UTM  12      -   0.99963539  x   0.99963062  =   0.99926614
 MR0769
 MR0769:                Primary Azimuth Mark                     Grid Az
 MR0769:SPC WY W     -  ROUND AZ MK                              078 09 08.4
 MR0769:UTM  12      -  ROUND AZ MK                              077 32 25.2
 MR0769
 MR0769|---------------------------------------------------------------------|
 MR0769| PID    Reference Object                     Distance      Geod. Az  |
 MR0769|                                                           dddmmss.s |
 MR0769| CP6547 ROUND AZ MK                                        0775630.3 |
 MR0769| CP6548 ROUND RM 1                            6.045 METERS 09611     |
 MR0769| MR0761 OPAL EL PASO NATURAL GAS STACK      APPROX.12.8 KM 1592240.4 |
 MR0769| MR0768 ROUND PIPE                            3.161 METERS 17127     |
 MR0769| CP6549 ROUND RM 2                            7.038 METERS 18727     |
 MR0769| MR0839 KEMMERER MTN STS TEL MICROWAVE      APPROX.10.1 KM 2384444.5 |
 MR0769|---------------------------------------------------------------------|
 MR0769
 MR0769                          SUPERSEDED SURVEY CONTROL
 MR0769
 MR0769  NAD 83(1986)-  41 53 05.72168(N)    110 23 55.47593(W) AD(       ) 1
 MR0769  NAD 27      -  41 53 05.90960(N)    110 23 52.88080(W) AD(       ) 1
 MR0769  NGVD 29 (07/19/86) 2338.2    (m)         7671.     (f) VERT ANG       
 MR0769
 MR0769.Superseded values are not recommended for survey control.
 MR0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0769.See file dsdata.txt to determine how the superseded data were derived.
 MR0769
 MR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4988437174(NAD 83)
 MR0769_MARKER: DS = TRIANGULATION STATION DISK
 MR0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0769
 MR0769  HISTORY     - Date     Condition        Report By
 MR0769  HISTORY     - 1962     MONUMENTED       CGS
 MR0769
 MR0769                          STATION DESCRIPTION
 MR0769
 MR0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0769'THE STATION IS LOCATED ON THE EAST AND LOWER THAN THE HIGHEST PART
 MR0769'OF A FLAT TOPPED MOUNTAIN LOCALLY KNOWN AS ROUND MOUNTAIN.  IT IS
 MR0769'1/2 MILE SOUTH OF U.S. HIGHWAY 189, 10 MILES NORTHEAST OF KEMMERER
 MR0769'AND 9 MILES NORTH NORTHWEST OF OPAL.
 MR0769'
 MR0769'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30N
 MR0769'AND 189 IN THE NORTH PART OF KEMMERER GO NORTHERLY ON U.S. HIGHWAY
 MR0769'189 FOR 6.9 MILES TO THE WILLOW SPRINGS SERVICE STATION AND TAVERN
 MR0769'ON THE LEFT.  CONTINUE AHEAD ON THE HIGHWAY NORTHEASTERLY FOR
 MR0769'6.0 MILES TO A GRAVEL PILE AND SIDE ROAD LEADING SHARP RIGHT.
 MR0769'THERE IS A WYOMING HIGHWAY DEPARTMENT MARK AT THIS POINT.  TURN
 MR0769'SHARP RIGHT AND FOLLOW THE OLD HIGHWAY SOUTHWESTERLY ON A
 MR0769'GRAVELED ROAD FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FOR UP
 MR0769'HILL ON A BLADED ROAD FOR 0.6 MILE TO THE TOP OF THE NORTH RIM
 MR0769'OF THE MOUNTAIN.  HERE TURN LEFT ALONG THE TOP OF THE HILL
 MR0769'SOUTHEAST FOR 0.2 MILE TO THE STATION.
 MR0769'
 MR0769'THE STATION MARK IS A STANDARD DISK, STAMPED ROUND 1962, SET
 MR0769'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MR0769'IT IS 4.4 FEET NORTHWEST OF A WITNESS POST AND ABOUT 300 FEET
 MR0769'EAST OF THE HIGHEST POINT OF THE RIDGE.
 MR0769'
 MR0769'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROUND NO 1 1962,
 MR0769'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 8
 MR0769'INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 MR0769'
 MR0769'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROND NO 2 1962,
 MR0769'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 MR0769'8 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 MR0769'
 MR0769'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ROUND 162, SET
 MR0769'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MR0769'IT IS 85 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 189, 17
 MR0769'FEET SOUTHEAST OF A STATE HIGHWAY MARK AND AT THE TOP OF THE RISE.
 MR0769'THE MARK IS 4 FEET HIGHER THAN THE HIGHWAY.  TO REACH FROM THE
 MR0769'GRAVEL PILE AND SIDE ROAD RIGHT, HERE CONTINUE ON THE HIGHWAY
 MR0769'FOR 2.0 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0381 ***********************************************************************
 OW0381  DESIGNATION -  ROUND
 OW0381  PID         -  OW0381
 OW0381  STATE/COUNTY-  WY/FREMONT
 OW0381  USGS QUAD   -  SHOSHONE PASS (1991)
 OW0381
 OW0381                         *CURRENT SURVEY CONTROL
 OW0381  ___________________________________________________________________
 OW0381* NAD 83(1993)-  43 47 14.52492(N)    109 45 24.93732(W)     ADJUSTED  
 OW0381* NAVD 88     -      3614.1    (meters)   11857.     (feet)  VERTCON   
 OW0381  ___________________________________________________________________
 OW0381  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 OW0381  GEOID HEIGHT-          -7.54  (meters)                     GEOID03
 OW0381
 OW0381  HORZ ORDER  -  FIRST
 OW0381
 OW0381.The horizontal coordinates were established by classical geodetic methods
 OW0381.and adjusted by the National Geodetic Survey in January 1997..
 OW0381
 OW0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0381
 OW0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0381
 OW0381.The geoid height was determined by GEOID03.
 OW0381
 OW0381;                    North         East     Units Scale Factor Converg.
 OW0381;SPC WYWC     -   365,618.045   518,955.230   MT  1.00001826   -0 41 48.5
 OW0381;UTM  12      - 4,849,007.567   600,017.852   MT  0.99972304   +0 51 36.9
 OW0381
 OW0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0381!SPC WYWC     -   0.99943477  x   1.00001826  =   0.99945302
 OW0381!UTM  12      -   0.99943477  x   0.99972304  =   0.99915797
 OW0381
 OW0381:                Primary Azimuth Mark                     Grid Az
 OW0381:SPC WYWC     -  FRANKS PEAK CAIRN                        060 37 51.7
 OW0381:UTM  12      -  FRANKS PEAK CAIRN                        059 04 26.3
 OW0381
 OW0381|---------------------------------------------------------------------|
 OW0381| PID    Reference Object                     Distance      Geod. Az  |
 OW0381|                                                           dddmmss.s |
 OW0381| OW0323 FRANKS PEAK CAIRN                   APPROX.38.7 KM 0595603.2 |
 OW0381| OW0371 RAMSHORN PEAK                       APPROX. 7.5 KM 1742807.8 |
 OW0381| CP6551 ROUND RM 1                           18.260 METERS 23118     |
 OW0381| CP6552 ROUND RM 2                           22.945 METERS 32312     |
 OW0381| OW0380 YOUNTS PEAK CAIRN                   APPROX.23.3 KM 3375259.8 |
 OW0381| CP6550 ROUND AZ MK                                        3594259.2 |
 OW0381|---------------------------------------------------------------------|
 OW0381
 OW0381                          SUPERSEDED SURVEY CONTROL
 OW0381
 OW0381  NAD 83(1986)-  43 47 14.51367(N)    109 45 24.92584(W) AD(       ) 1
 OW0381  NAD 27      -  43 47 14.67200(N)    109 45 22.33200(W) AD(       ) 1
 OW0381  NGVD 29 (07/19/86) 3612.5    (m)        11852.     (f) VERT ANG       
 OW0381
 OW0381.Superseded values are not recommended for survey control.
 OW0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0381.See file dsdata.txt to determine how the superseded data were derived.
 OW0381
 OW0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP0001849008(NAD 83)
 OW0381_MARKER: DD = SURVEY DISK
 OW0381_SETTING: 80 = SET IN A BOULDER
 OW0381_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OW0381
 OW0381  HISTORY     - Date     Condition        Report By
 OW0381  HISTORY     - 1904     MONUMENTED       USGS
 OW0381  HISTORY     - 1946     GOOD             CGS
 OW0381  HISTORY     - 1954     GOOD             USGS
 OW0381
 OW0381                          STATION DESCRIPTION
 OW0381
 OW0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OW0381'THE STATION IS LOCATED ABOUT 18 MILES NORTH-NORTHWEST OF DUBOIS,
 OW0381'5 MILES NORTH-NORTHWEST OF RAMSHORN PEAK, 2 MILES NORTHWEST
 OW0381'OF A HIGHER ROUND MOUNTAIN THAN THE STATION, 2 MILES SOUTH OF
 OW0381'FROZEN LAKE, ON A ROUND MOUNTAIN FORMING THE DIVIDE BETWEEN HORSE
 OW0381'CREEK AND THE DU NOIR RIVER.  IT IS A STANDARD USGS DISK STAMPED
 OW0381'11,845, SET IN THE TOP OF A BOULDER ABOUT 6 INCHES UNDER THE
 OW0381'GROUND.  THE MARK IS ON THE HIGHEST PART OF THE MOUNTAIN, 100
 OW0381'FEET SOUTH OF A ROUGH ROCK AREA AND 5 FEET SOUTH OF A SMALL
 OW0381'CAIRN.
 OW0381'
 OW0381'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ROUND USGS 1946,
 OW0381'SET IN THE TOP OF A BOULDER PROJECTING ABOUT 18 INCHES.  IT IS AT
 OW0381'THE EAST EDGE OF THE ROUGH ROCKY AREA, AND ABOUT THE SAME
 OW0381'ELEVATION AS THE STATION.
 OW0381'
 OW0381'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ROUND USGS 1946,
 OW0381'SET IN THE TOP OF A BOULDER PROJECTING ABOUT 18 INCHES.  IT IS
 OW0381'AT THE SOUTHEAST EDGE OF THE ROUGH ROCK AREA, AND ABOUT THE SAME
 OW0381'ELEVATION AS THE STATION.
 OW0381'
 OW0381'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROUND USGS 1946, SET
 OW0381'IN THE TOP OF A BOULDER PROJECTING ABOUT 18 INCHES.  IT IS 1
 OW0381'MILE SOUTH OF FROZEN LAKE, 1/4 MILE EAST OF THE HIGHEST PART OF
 OW0381'THE MOUNTAIN, 1/4 MILE NORTHWEST OF A SMALL LAKE, AND IN THE
 OW0381'LARGEST BOULDER IN THE VICINITY.
 OW0381'
 OW0381'TO REACH THE AZIMUTH MARK FROM FROZEN LAKE CLIMB EAST TO THE
 OW0381'TOP OF A RISE THENCE SOUTH OVERLOOKING THE CANYON ON THE RIGHT
 OW0381'FOR 3/4 MILE TO THE MARK AS DESCRIBED ABOVE.
 OW0381'
 OW0381'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS GO WEST ON
 OW0381'U.S. HIGHWAY 287 FOR 9.2 MILES OR 0.1 MILE BEFORE CROSSING A
 OW0381'BRIDGE OVER THE WIND RIVER.  TURN RIGHT THROUGH A CATTLE GUARD
 OW0381'AND GO 9.6 MILES UP THE DE NOIR RIVER TO A FORKS, TAKE THE RIGHT
 OW0381'FORK AND GO 1.4 MILES TO A NEW MEADOW, BEAR RIGHT AROUND MEADOW
 OW0381'FOR 0.6 MILE TO A POLE GATE AND THE SERVICE BOUNDARY AND THE END
 OW0381'OF TRUCK TRAVEL.  HERE PICK UP FOREST SERVICE BLAZED TRAIL AND
 OW0381'FOLLOW IT TO SHOSHONE PASS.  HERE TAKE THE RIGHT HAND DRAW
 OW0381'WITH A HIGH MOUNTAIN ON THE RIGHT AND PACK EAST TO THE HEAD OF
 OW0381'THE DRAW, BEAR LEFT TO THE HIGHEST PART OF THE MOUNTAIN,
 OW0381'THENCE SOUTHEAST ALONG THE TOP TO FROZEN LAKE.  CLIMB EAST
 OW0381'TO THE TOP OF A RISE THENCE BEAR RIGHT SOUTH TO A SADDLE, THENCE
 OW0381'SOUTH TO A ROUND TOPPED MOUNTAIN AND THE STATION AS DESCRIBED
 OW0381'ABOVE.
 OW0381
 OW0381                          STATION RECOVERY (1954)
 OW0381
 OW0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OW0381'RECOVERED.
 OW0381'
 OW0381'FOLLOWING DESCRIPTION.
 OW0381'
 OW0381'STATION IS LOCATED ABOUT 19 MI. NORTHWESTERLY FROM DUBOIS, WYOMING, ON
 OW0381'THE HIGHEST POINT OF ROUND MOUNTAIN.
 OW0381'
 OW0381'TO REACH FROM DUBOIS GO 9.5 MI. NW. ALONG U.S. HIGHWAY 287, THEN 10.0
 OW0381'MI. NNW.ALONG AN IMPROVED DIRT RD. WHICH FOLLOWS THE E. SIDE OF DUNOIR
 OW0381'CREEK, GO RIGHT N. 2.0 MI. ALONG AN UNIMPROVED DIRT RD. TO TRAIL LAKE.
 OW0381'THIS IS THE END OF TRUCK TRAVEL.  THEN ABOUT 6 MI. N. ALONG TRAIL
 OW0381'FOLLOWING THE E. FORK OF DUNOIR CREEK TO SHOSHONE PASS AND GO EASTERLY
 OW0381'CROSSING THE MAIN E. TO W. DRAIN AND CLIMB ALONG THE N. BANK TO A
 OW0381'PLATEAU, FOLLOW ALONG THE S. RIM OF THIS PLATEAU TO FROZEN LAKE, CROSS
 OW0381'THE OUTLET -SOUTH END OF FROZEN LAKE AND GO GENERALLY S. ALONG OPEN
 OW0381'GENTLY SLOPING RIDGE FOR 2.5 MI. STATION IS LOCATED AT THE TOP OF THE
 OW0381'SECOND RISE S. OF FROZEN LAKE.  HORSES MAY BE TAKEN TO THE TOP
 OW0381'DEPENDING ON THAWING CONDITIONS 0.5 MI.FROM TOP.
 OW0381'
 OW0381'STATION MARK - STANDARD USGS TABLET SET IN ROCK ABOUT 1 FT. BELOW
 OW0381'GROUND LEVEL, STAMPED ---11845---.
 OW0381'
 OW0381'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0438 ***********************************************************************
 OV0438  DESIGNATION -  ROUND HILL
 OV0438  PID         -  OV0438
 OV0438  STATE/COUNTY-  WY/FREMONT
 OV0438  USGS QUAD   -  MADDEN (1952)
 OV0438
 OV0438                         *CURRENT SURVEY CONTROL
 OV0438  ___________________________________________________________________
 OV0438* NAD 83(1993)-  43 09 29.30560(N)    107 35 53.52858(W)     ADJUSTED  
 OV0438* NAVD 88     -      1754.     (meters)    5755.     (feet)  SCALED    
 OV0438  ___________________________________________________________________
 OV0438  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 OV0438  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 OV0438
 OV0438  HORZ ORDER  -  THIRD
 OV0438
 OV0438.The horizontal coordinates were established by classical geodetic methods
 OV0438.and adjusted by the National Geodetic Survey in January 1997..
 OV0438
 OV0438.The orthometric height was scaled from a topographic map.
 OV0438
 OV0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0438
 OV0438.The geoid height was determined by GEOID03.
 OV0438
 OV0438;                    North         East     Units Scale Factor Converg.
 OV0438;SPC WYWC     -   295,865.243   693,672.035   MT  1.00004540   +0 47 16.5
 OV0438;UTM  13      - 4,781,653.507   288,763.961   MT  1.00014894   -1 46 40.3
 OV0438
 OV0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0438!SPC WYWC     -   0.99972719  x   1.00004540  =   0.99977258
 OV0438!UTM  13      -   0.99972719  x   1.00014894  =   0.99987609
 OV0438
 OV0438:                Primary Azimuth Mark                     Grid Az
 OV0438:SPC WYWC     -  POISON                                   114 41 20.7
 OV0438:UTM  13      -  POISON                                   117 15 17.5
 OV0438
 OV0438|---------------------------------------------------------------------|
 OV0438| PID    Reference Object                     Distance      Geod. Az  |
 OV0438|                                                           dddmmss.s |
 OV0438| OV0435 POISON                              APPROX. 6.6 KM 1152837.2 |
 OV0438|---------------------------------------------------------------------|
 OV0438
 OV0438                          SUPERSEDED SURVEY CONTROL
 OV0438
 OV0438  NAD 83(1986)-  43 09 29.28075(N)    107 35 53.52385(W) AD(       ) 3
 OV0438
 OV0438.Superseded values are not recommended for survey control.
 OV0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0438.See file dsdata.txt to determine how the superseded data were derived.
 OV0438
 OV0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH8876481654(NAD 83)
 OV0438_MARKER: DD = SURVEY DISK
 OV0438_SETTING: 80 = SET IN A BOULDER
 OV0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0438+STABILITY: SURFACE MOTION
 OV0438
 OV0438  HISTORY     - Date     Condition        Report By
 OV0438  HISTORY     - 1905     MONUMENTED       USGS
 OV0438
 OV0438                          STATION DESCRIPTION
 OV0438
 OV0438'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 OV0438'ON A SAND HILL ON THE DIVIDE BETWEEN POISON AND ALKALI CREEKS, ABOUT
 OV0438'3 MI. NW. OF ROUND HILL STAGE STATION AT FORKS OF LANDER-CASPER ROAD
 OV0438'AND CASPER-LOST CABIN-THERMOPOLIS STAGE ROAD.  STATION IS IN VIEW
 OV0438'FOR A LONG DISTANCE FROM BOTH ROADS.  GOOD GRASS AND BAD WATER IN
 OV0438'POISON CREEK BOTTOM.
 OV0438'
 OV0438'STATION MARK--A BRONZE TABLET, CEMENTED INTO A LARGE BOULDER BURIED
 OV0438'UNDER A QUADRIPOD SIGNAL AND A ROUGH ROCK MONUMENT.
 OV0438'
 OV0438'REFERENCE MARK--A CHISELED CROSS ON A LIMESTONE LEDGE, 44.80 FT. E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0194 ***********************************************************************
 NQ0194  DESIGNATION -  ROUTE 107 STA 105+65
 NQ0194  PID         -  NQ0194
 NQ0194  STATE/COUNTY-  WY/PLATTE
 NQ0194  USGS QUAD   -  HIGHTOWER (1981)
 NQ0194
 NQ0194                         *CURRENT SURVEY CONTROL
 NQ0194  ___________________________________________________________________
 NQ0194* NAD 83(1986)-  42 03 35.     (N)    105 00 07.     (W)     SCALED    
 NQ0194* NAVD 88     -      1457.717  (meters)    4782.53   (feet)  ADJUSTED  
 NQ0194  ___________________________________________________________________
 NQ0194  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 NQ0194  DYNAMIC HT  -        1456.771 (meters)    4779.42  (feet)  COMP
 NQ0194  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 NQ0194
 NQ0194  VERT ORDER  -  SECOND    CLASS 0
 NQ0194
 NQ0194.The horizontal coordinates were scaled from a topographic map and have
 NQ0194.an estimated accuracy of +/- 6 seconds.
 NQ0194
 NQ0194.The orthometric height was determined by differential leveling
 NQ0194.and adjusted by the National Geodetic Survey in June 1991..
 NQ0194
 NQ0194.The geoid height was determined by GEOID03.
 NQ0194
 NQ0194.The dynamic height is computed by dividing the NAVD 88
 NQ0194.geopotential number by the normal gravity value computed on the
 NQ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0194.degrees latitude (g = 980.6199 gals.).
 NQ0194
 NQ0194.The modeled gravity was interpolated from observed gravity values.
 NQ0194
 NQ0194;                    North         East    Units  Estimated Accuracy
 NQ0194;SPC WY E     -   173,220.      213,630.      MT  (+/- 180 meters Scaled)
 NQ0194
 NQ0194                          SUPERSEDED SURVEY CONTROL
 NQ0194
 NQ0194  NGVD 29 (??/??/92) 1456.90   (m)         4779.8    (f) COMPUTED    2 0
 NQ0194
 NQ0194.Superseded values are not recommended for survey control.
 NQ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0194.See file dsdata.txt to determine how the superseded data were derived.
 NQ0194
 NQ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG998564(NAD 83)
 NQ0194_MARKER: DD = SURVEY DISK
 NQ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0194_STAMPING: 5 A 1 1939 105+65 4779.75
 NQ0194_MARK LOGO: WYHD  
 NQ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0194+STABILITY: SURFACE MOTION
 NQ0194
 NQ0194  HISTORY     - Date     Condition        Report By
 NQ0194  HISTORY     - 1939     MONUMENTED       WYHD
 NQ0194  HISTORY     - 1959     GOOD             CGS
 NQ0194
 NQ0194                          STATION DESCRIPTION
 NQ0194
 NQ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0194'3 MI NW FROM WHEATLAND.
 NQ0194'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0194'FROM THE STATION AT WHEATLAND, THENCE ABOUT 2.6 MILES WEST ALONG
 NQ0194'STATE HIGHWAY 107, 51 FEET SOUTH OF THE CENTER LINE OF THE
 NQ0194'HIGHWAY, IN THE NORTHEAST CORNER OF SECTION 16, T 24 N, R 68 W,
 NQ0194'57 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A GRADED
 NQ0194'DIRT ROAD, 47 FEET WEST OF A POWER LINE POLE, 26 FEET NORTHEAST
 NQ0194'OF THE NORTHEAST CORNER OF A SMALL FARMHOUSE, 26 FEET WEST
 NQ0194'OF THE CENTER LINE OF A DIRT ROAD, AND IN THE TOP OF A CONCRETE
 NQ0194'POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0330 ***********************************************************************
 NQ0330  DESIGNATION -  ROUTE 107 STA 158+35
 NQ0330  PID         -  NQ0330
 NQ0330  STATE/COUNTY-  WY/PLATTE
 NQ0330  USGS QUAD   -  HIGHTOWER (1981)
 NQ0330
 NQ0330                         *CURRENT SURVEY CONTROL
 NQ0330  ___________________________________________________________________
 NQ0330* NAD 83(1986)-  42 03 36.     (N)    105 01 17.     (W)     SCALED    
 NQ0330* NAVD 88     -      1461.153  (meters)    4793.80   (feet)  ADJUSTED  
 NQ0330  ___________________________________________________________________
 NQ0330  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 NQ0330  DYNAMIC HT  -        1460.208 (meters)    4790.70  (feet)  COMP
 NQ0330  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 NQ0330
 NQ0330  VERT ORDER  -  SECOND    CLASS 0
 NQ0330
 NQ0330.The horizontal coordinates were scaled from a topographic map and have
 NQ0330.an estimated accuracy of +/- 6 seconds.
 NQ0330
 NQ0330.The orthometric height was determined by differential leveling
 NQ0330.and adjusted by the National Geodetic Survey in June 1991..
 NQ0330
 NQ0330.The geoid height was determined by GEOID03.
 NQ0330
 NQ0330.The dynamic height is computed by dividing the NAVD 88
 NQ0330.geopotential number by the normal gravity value computed on the
 NQ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0330.degrees latitude (g = 980.6199 gals.).
 NQ0330
 NQ0330.The modeled gravity was interpolated from observed gravity values.
 NQ0330
 NQ0330;                    North         East    Units  Estimated Accuracy
 NQ0330;SPC WY E     -   173,250.      212,020.      MT  (+/- 180 meters Scaled)
 NQ0330
 NQ0330                          SUPERSEDED SURVEY CONTROL
 NQ0330
 NQ0330  NGVD 29 (??/??/92) 1460.35   (m)         4791.2    (f) COMPUTED    2 0
 NQ0330
 NQ0330.Superseded values are not recommended for survey control.
 NQ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0330.See file dsdata.txt to determine how the superseded data were derived.
 NQ0330
 NQ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG982564(NAD 83)
 NQ0330_MARKER: DB = BENCH MARK DISK
 NQ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0330_STAMPING: 5 A 1 1939 158+35 4790.98
 NQ0330_MARK LOGO: WYHD  
 NQ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0330+STABILITY: SURFACE MOTION
 NQ0330
 NQ0330  HISTORY     - Date     Condition        Report By
 NQ0330  HISTORY     - 1939     MONUMENTED       WYHD
 NQ0330  HISTORY     - 1959     GOOD             CGS
 NQ0330
 NQ0330                          STATION DESCRIPTION
 NQ0330
 NQ0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0330'4 MI NW FROM WHEATLAND.
 NQ0330'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0330'FROM THE STATION AT WHEATLAND, THENCE ABOUT 3.6 MILES WEST ALONG
 NQ0330'STATE HIGHWAY 107, IN THE SOUTHEAST CORNER OF SECTION 8, T 24 N,
 NQ0330'R 68 W, 50 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 58
 NQ0330'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A GRAVELED
 NQ0330'ROAD, 28 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 5
 NQ0330'FEET WEST OF A FENCE CORNER POST, 2 FEET NORTHWEST OF A TELEPHONE
 NQ0330'POLE, IN LINE WITH A FENCE, AND IN THE TOP OF A CONCRETE POST
 NQ0330'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0198 ***********************************************************************
 PX0198  DESIGNATION -  ROUTE 120 A STA 370+00
 PX0198  PID         -  PX0198
 PX0198  STATE/COUNTY-  WY/PARK
 PX0198  USGS QUAD   -  OREGON BASIN (1985)
 PX0198
 PX0198                         *CURRENT SURVEY CONTROL
 PX0198  ___________________________________________________________________
 PX0198* NAD 83(1986)-  44 23 45.     (N)    108 59 34.     (W)     SCALED    
 PX0198* NAVD 88     -      1664.672  (meters)    5461.51   (feet)  ADJUSTED  
 PX0198  ___________________________________________________________________
 PX0198  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 PX0198  DYNAMIC HT  -        1663.782 (meters)    5458.59  (feet)  COMP
 PX0198  MODELED GRAV-     980,025.2   (mgal)                       NAVD 88
 PX0198
 PX0198  VERT ORDER  -  SECOND    CLASS 0
 PX0198
 PX0198.The horizontal coordinates were scaled from a topographic map and have
 PX0198.an estimated accuracy of +/- 6 seconds.
 PX0198
 PX0198.The orthometric height was determined by differential leveling
 PX0198.and adjusted by the National Geodetic Survey in June 1991..
 PX0198
 PX0198.The geoid height was determined by GEOID03.
 PX0198
 PX0198.The dynamic height is computed by dividing the NAVD 88
 PX0198.geopotential number by the normal gravity value computed on the
 PX0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0198.degrees latitude (g = 980.6199 gals.).
 PX0198
 PX0198.The modeled gravity was interpolated from observed gravity values.
 PX0198
 PX0198;                    North         East    Units  Estimated Accuracy
 PX0198;SPC WYWC     -   432,760.      580,660.      MT  (+/- 180 meters Scaled)
 PX0198
 PX0198                          SUPERSEDED SURVEY CONTROL
 PX0198
 PX0198  NGVD 29 (??/??/92) 1663.569  (m)         5457.89   (f) ADJ UNCH    2 0
 PX0198
 PX0198.Superseded values are not recommended for survey control.
 PX0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0198.See file dsdata.txt to determine how the superseded data were derived.
 PX0198
 PX0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ598177(NAD 83)
 PX0198_MARKER: DD = SURVEY DISK
 PX0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0198_STAMPING: EL. 5449.08 FLHP-3-A STA. 370+00
 PX0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0198+STABILITY: SURFACE MOTION
 PX0198
 PX0198  HISTORY     - Date     Condition        Report By
 PX0198  HISTORY     - UNK      MONUMENTED       WYHD
 PX0198  HISTORY     - 1934     GOOD             NGS
 PX0198
 PX0198                          STATION DESCRIPTION
 PX0198
 PX0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0198'9.8 MI SE FROM CODY.
 PX0198'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0198'AT CODY, PARK COUNTY, THENCE ABOUT 7.4 MILES SOUTH ALONG STATE HIGHWAY
 PX0198'20.  AND ABOUT 100 FEET EAST OF THE CENTER LINE OF THE HIGHWAY. A
 PX0198'WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 5449.08
 PX0198'FLHP-3-A STA. 370+00 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0088 ***********************************************************************
 PX0088  DESIGNATION -  ROUTE 120 A STA 440+00
 PX0088  PID         -  PX0088
 PX0088  STATE/COUNTY-  WY/PARK
 PX0088  USGS QUAD   -  SLEEPERS RANCH (1985)
 PX0088
 PX0088                         *CURRENT SURVEY CONTROL
 PX0088  ___________________________________________________________________
 PX0088* NAD 83(1986)-  44 15 07.     (N)    108 48 53.     (W)     SCALED    
 PX0088* NAVD 88     -      1737.237  (meters)    5699.59   (feet)  ADJUSTED  
 PX0088  ___________________________________________________________________
 PX0088  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 PX0088  DYNAMIC HT  -        1736.289 (meters)    5696.47  (feet)  COMP
 PX0088  MODELED GRAV-     980,011.1   (mgal)                       NAVD 88
 PX0088
 PX0088  VERT ORDER  -  SECOND    CLASS 0
 PX0088
 PX0088.The horizontal coordinates were scaled from a topographic map and have
 PX0088.an estimated accuracy of +/- 6 seconds.
 PX0088
 PX0088.The orthometric height was determined by differential leveling
 PX0088.and adjusted by the National Geodetic Survey in June 1991..
 PX0088
 PX0088.The geoid height was determined by GEOID03.
 PX0088
 PX0088.The dynamic height is computed by dividing the NAVD 88
 PX0088.geopotential number by the normal gravity value computed on the
 PX0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0088.degrees latitude (g = 980.6199 gals.).
 PX0088
 PX0088.The modeled gravity was interpolated from observed gravity values.
 PX0088
 PX0088;                    North         East    Units  Estimated Accuracy
 PX0088;SPC WYWC     -   416,740.      594,830.      MT  (+/- 180 meters Scaled)
 PX0088
 PX0088                          SUPERSEDED SURVEY CONTROL
 PX0088
 PX0088  NGVD 29 (??/??/92) 1736.172  (m)         5696.09   (f) ADJ UNCH    2 0
 PX0088
 PX0088.Superseded values are not recommended for survey control.
 PX0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0088.See file dsdata.txt to determine how the superseded data were derived.
 PX0088
 PX0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ744021(NAD 83)
 PX0088_MARKER: DD = SURVEY DISK
 PX0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0088_STAMPING: EL. 5687.85 84 STA. 440+00
 PX0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0088+STABILITY: SURFACE MOTION
 PX0088
 PX0088  HISTORY     - Date     Condition        Report By
 PX0088  HISTORY     - UNK      MONUMENTED       WYHD
 PX0088  HISTORY     - 1934     GOOD             NGS
 PX0088  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0088
 PX0088                          STATION DESCRIPTION
 PX0088
 PX0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0088'8.6 MI NW FROM MEETEETSE.
 PX0088'ABOUT 8.6 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0088'AT MEETEETSE, PARK COUNTY, IN THE SIDE OF A STEEP BANK, AND ABOUT 100
 PX0088'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A WYOMING STATE
 PX0088'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 5687.85 84 FTA. 440+00
 PX0088'AND SET IN THE TOP OF A CONCRETE POST.
 PX0088
 PX0088                          STATION RECOVERY (1979)
 PX0088
 PX0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0076 ***********************************************************************
 PX0076  DESIGNATION -  ROUTE 120 B STA 10+00
 PX0076  PID         -  PX0076
 PX0076  STATE/COUNTY-  WY/PARK
 PX0076  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0076
 PX0076                         *CURRENT SURVEY CONTROL
 PX0076  ___________________________________________________________________
 PX0076* NAD 83(1986)-  44 09 31.     (N)    108 52 19.     (W)     SCALED    
 PX0076* NAVD 88     -      1754.774  (meters)    5757.12   (feet)  ADJUSTED  
 PX0076  ___________________________________________________________________
 PX0076  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 PX0076  DYNAMIC HT  -        1753.779 (meters)    5753.86  (feet)  COMP
 PX0076  MODELED GRAV-     979,989.6   (mgal)                       NAVD 88
 PX0076
 PX0076  VERT ORDER  -  SECOND    CLASS 0
 PX0076
 PX0076.The horizontal coordinates were scaled from a topographic map and have
 PX0076.an estimated accuracy of +/- 6 seconds.
 PX0076
 PX0076.The orthometric height was determined by differential leveling
 PX0076.and adjusted by the National Geodetic Survey in June 1991..
 PX0076
 PX0076.The geoid height was determined by GEOID03.
 PX0076
 PX0076.The dynamic height is computed by dividing the NAVD 88
 PX0076.geopotential number by the normal gravity value computed on the
 PX0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0076.degrees latitude (g = 980.6199 gals.).
 PX0076
 PX0076.The modeled gravity was interpolated from observed gravity values.
 PX0076
 PX0076;                    North         East    Units  Estimated Accuracy
 PX0076;SPC WYWC     -   406,380.      590,250.      MT  (+/- 180 meters Scaled)
 PX0076
 PX0076                          SUPERSEDED SURVEY CONTROL
 PX0076
 PX0076  NGVD 29 (??/??/92) 1753.689  (m)         5753.56   (f) ADJ UNCH    2 0
 PX0076
 PX0076.Superseded values are not recommended for survey control.
 PX0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0076.See file dsdata.txt to determine how the superseded data were derived.
 PX0076
 PX0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP701916(NAD 83)
 PX0076_MARKER: DD = SURVEY DISK
 PX0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0076_STAMPING: EL. 5745.27 207-B STA. 10+00
 PX0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0076+STABILITY: SURFACE MOTION
 PX0076
 PX0076  HISTORY     - Date     Condition        Report By
 PX0076  HISTORY     - UNK      MONUMENTED       WYHD
 PX0076  HISTORY     - 1934     GOOD             NGS
 PX0076  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0076
 PX0076                          STATION DESCRIPTION
 PX0076
 PX0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0076'IN MEETEETSE.
 PX0076'AT MEETEETSE, PARK COUNTY, ON STATE HIGHWAY 120, ABOUT 0.2 MILE NORTH
 PX0076'OF THE POST OFFICE, ABOUT 200 FEET NORTHEAST OF A LOG CABIN, 60 FEET
 PX0076'EAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTH OF A T-FENCE
 PX0076'CORNER, AND ABOUT 1-1/2 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  A
 PX0076'WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 5745.27
 PX0076'207-B STA. 10+00 AND SET IN THE TOP OF A CONCRETE POST.
 PX0076
 PX0076                          STATION RECOVERY (1979)
 PX0076
 PX0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0079 ***********************************************************************
 PX0079  DESIGNATION -  ROUTE 120 B STA 110+00
 PX0079  PID         -  PX0079
 PX0079  STATE/COUNTY-  WY/PARK
 PX0079  USGS QUAD   -  MEETEETSE WEST (1985)
 PX0079
 PX0079                         *CURRENT SURVEY CONTROL
 PX0079  ___________________________________________________________________
 PX0079* NAD 83(1986)-  44 10 50.     (N)    108 52 32.     (W)     SCALED    
 PX0079* NAVD 88     -      1728.697  (meters)    5671.57   (feet)  ADJUSTED  
 PX0079  ___________________________________________________________________
 PX0079  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 PX0079  DYNAMIC HT  -        1727.717 (meters)    5668.35  (feet)  COMP
 PX0079  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 PX0079
 PX0079  VERT ORDER  -  SECOND    CLASS 0
 PX0079
 PX0079.The horizontal coordinates were scaled from a topographic map and have
 PX0079.an estimated accuracy of +/- 6 seconds.
 PX0079
 PX0079.The orthometric height was determined by differential leveling
 PX0079.and adjusted by the National Geodetic Survey in June 1991..
 PX0079
 PX0079.The geoid height was determined by GEOID03.
 PX0079
 PX0079.The dynamic height is computed by dividing the NAVD 88
 PX0079.geopotential number by the normal gravity value computed on the
 PX0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0079.degrees latitude (g = 980.6199 gals.).
 PX0079
 PX0079.The modeled gravity was interpolated from observed gravity values.
 PX0079
 PX0079;                    North         East    Units  Estimated Accuracy
 PX0079;SPC WYWC     -   408,820.      589,960.      MT  (+/- 180 meters Scaled)
 PX0079
 PX0079                          SUPERSEDED SURVEY CONTROL
 PX0079
 PX0079  NGVD 29 (??/??/92) 1727.61   (m)         5668.0    (f) COMPUTED    2 0
 PX0079
 PX0079.Superseded values are not recommended for survey control.
 PX0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0079.See file dsdata.txt to determine how the superseded data were derived.
 PX0079
 PX0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP698941(NAD 83)
 PX0079_MARKER: DD = SURVEY DISK
 PX0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0079_STAMPING: EL. 5649.77 207-B STA. 110+00
 PX0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0079+STABILITY: SURFACE MOTION
 PX0079
 PX0079  HISTORY     - Date     Condition        Report By
 PX0079  HISTORY     - UNK      MONUMENTED       WYHD
 PX0079  HISTORY     - 1934     GOOD             NGS
 PX0079
 PX0079                          STATION DESCRIPTION
 PX0079
 PX0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0079'2.2 MI N FROM MEETEETSE.
 PX0079'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 PX0079'MEETEETSE, PARK COUNTY, ABOUT 50 FEET EAST OF THE CENTER LINE OF THE
 PX0079'HIGHWAY, AND IN A FENCE LINE.  A WYOMING STATE HIGHWAY DEPARTMENT
 PX0079'STANDARD DISK, STAMPED EL. 5649.77 207-B STA. 110+00 AND SET IN THE
 PX0079'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0081 ***********************************************************************
 PX0081  DESIGNATION -  ROUTE 120 B STA 160+00
 PX0081  PID         -  PX0081
 PX0081  STATE/COUNTY-  WY/PARK
 PX0081  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0081
 PX0081                         *CURRENT SURVEY CONTROL
 PX0081  ___________________________________________________________________
 PX0081* NAD 83(1986)-  44 11 36.     (N)    108 52 16.     (W)     SCALED    
 PX0081* NAVD 88     -      1729.486  (meters)    5674.16   (feet)  ADJUSTED  
 PX0081  ___________________________________________________________________
 PX0081  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 PX0081  DYNAMIC HT  -        1728.508 (meters)    5670.95  (feet)  COMP
 PX0081  MODELED GRAV-     979,991.5   (mgal)                       NAVD 88
 PX0081
 PX0081  VERT ORDER  -  SECOND    CLASS 0
 PX0081
 PX0081.The horizontal coordinates were scaled from a topographic map and have
 PX0081.an estimated accuracy of +/- 6 seconds.
 PX0081
 PX0081.The orthometric height was determined by differential leveling
 PX0081.and adjusted by the National Geodetic Survey in June 1991..
 PX0081
 PX0081.The geoid height was determined by GEOID03.
 PX0081
 PX0081.The dynamic height is computed by dividing the NAVD 88
 PX0081.geopotential number by the normal gravity value computed on the
 PX0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0081.degrees latitude (g = 980.6199 gals.).
 PX0081
 PX0081.The modeled gravity was interpolated from observed gravity values.
 PX0081
 PX0081;                    North         East    Units  Estimated Accuracy
 PX0081;SPC WYWC     -   410,240.      590,320.      MT  (+/- 180 meters Scaled)
 PX0081
 PX0081                          SUPERSEDED SURVEY CONTROL
 PX0081
 PX0081  NGVD 29 (??/??/92) 1728.40   (m)         5670.6    (f) COMPUTED    2 0
 PX0081
 PX0081.Superseded values are not recommended for survey control.
 PX0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0081.See file dsdata.txt to determine how the superseded data were derived.
 PX0081
 PX0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP701955(NAD 83)
 PX0081_MARKER: DD = SURVEY DISK
 PX0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0081_STAMPING: EL. 5662.43 207-B STA. 160+00
 PX0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0081+STABILITY: SURFACE MOTION
 PX0081
 PX0081  HISTORY     - Date     Condition        Report By
 PX0081  HISTORY     - UNK      MONUMENTED       WYHD
 PX0081  HISTORY     - 1934     GOOD             NGS
 PX0081
 PX0081                          STATION DESCRIPTION
 PX0081
 PX0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0081'3.2 MI NW FROM MEETEETSE.
 PX0081'ABOUT 3.2 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0081'AT MEETEETSE, PARK COUNTY, ABOUT 50 FEET EAST OF THE CENTER LINE OF
 PX0081'THE HIGHWAY, AND IN THE FENCE LINE.  A WYOMING STATE HIGHWAY
 PX0081'DEPARTMENT STANDARD DISK, STAMPED EL. 5662.43 207-B STA. 160+00 AND
 PX0081'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0202 ***********************************************************************
 PX0202  DESIGNATION -  ROUTE 120 B STA 170+00
 PX0202  PID         -  PX0202
 PX0202  STATE/COUNTY-  WY/PARK
 PX0202  USGS QUAD   -  INDIAN PASS (1987)
 PX0202
 PX0202                         *CURRENT SURVEY CONTROL
 PX0202  ___________________________________________________________________
 PX0202* NAD 83(1986)-  44 27 10.     (N)    109 01 01.     (W)     SCALED    
 PX0202* NAVD 88     -      1579.241  (meters)    5181.23   (feet)  ADJUSTED  
 PX0202  ___________________________________________________________________
 PX0202  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 PX0202  DYNAMIC HT  -        1578.418 (meters)    5178.53  (feet)  COMP
 PX0202  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 PX0202
 PX0202  VERT ORDER  -  SECOND    CLASS 0
 PX0202
 PX0202.The horizontal coordinates were scaled from a topographic map and have
 PX0202.an estimated accuracy of +/- 6 seconds.
 PX0202
 PX0202.The orthometric height was determined by differential leveling
 PX0202.and adjusted by the National Geodetic Survey in June 1991..
 PX0202
 PX0202.The geoid height was determined by GEOID03.
 PX0202
 PX0202.The dynamic height is computed by dividing the NAVD 88
 PX0202.geopotential number by the normal gravity value computed on the
 PX0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0202.degrees latitude (g = 980.6199 gals.).
 PX0202
 PX0202.The modeled gravity was interpolated from observed gravity values.
 PX0202
 PX0202;                    North         East    Units  Estimated Accuracy
 PX0202;SPC WYWC     -   439,090.      578,750.      MT  (+/- 180 meters Scaled)
 PX0202
 PX0202                          SUPERSEDED SURVEY CONTROL
 PX0202
 PX0202  NGVD 29 (??/??/92) 1578.150  (m)         5177.65   (f) ADJ UNCH    2 0
 PX0202
 PX0202.Superseded values are not recommended for survey control.
 PX0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0202.See file dsdata.txt to determine how the superseded data were derived.
 PX0202
 PX0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ577240(NAD 83)
 PX0202_MARKER: DD = SURVEY DISK
 PX0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0202_STAMPING: EL. 5167.51 FLHP-3-B STA. 170+00
 PX0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0202+STABILITY: SURFACE MOTION
 PX0202
 PX0202  HISTORY     - Date     Condition        Report By
 PX0202  HISTORY     - UNK      MONUMENTED       WYHD
 PX0202  HISTORY     - 1934     GOOD             NGS
 PX0202
 PX0202                          STATION DESCRIPTION
 PX0202
 PX0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0202'5.7 MI SE FROM CODY.
 PX0202'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0202'AT CODY, PARK COUNTY, THENCE ABOUT 3.3 MILES SOUTH ALONG STATE HIGHWAY
 PX0202'120.  AT THE FOOT OF A LONG HILL, AND ABOUT 100 FEET EAST OF THE
 PX0202'HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 PX0202'EL. 5167.51 FLHP-3-B STA. 170+00 AND SET IN THE TOP OF A CONCRETE
 PX0202'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0082 ***********************************************************************
 PX0082  DESIGNATION -  ROUTE 120 B STA 210+00
 PX0082  PID         -  PX0082
 PX0082  STATE/COUNTY-  WY/PARK
 PX0082  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0082
 PX0082                         *CURRENT SURVEY CONTROL
 PX0082  ___________________________________________________________________
 PX0082* NAD 83(1986)-  44 12 17.     (N)    108 51 52.     (W)     SCALED    
 PX0082* NAVD 88     -      1711.556  (meters)    5615.33   (feet)  ADJUSTED  
 PX0082  ___________________________________________________________________
 PX0082  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 PX0082  DYNAMIC HT  -        1710.589 (meters)    5612.16  (feet)  COMP
 PX0082  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 PX0082
 PX0082  VERT ORDER  -  SECOND    CLASS 0
 PX0082
 PX0082.The horizontal coordinates were scaled from a topographic map and have
 PX0082.an estimated accuracy of +/- 6 seconds.
 PX0082
 PX0082.The orthometric height was determined by differential leveling
 PX0082.and adjusted by the National Geodetic Survey in June 1991..
 PX0082
 PX0082.The geoid height was determined by GEOID03.
 PX0082
 PX0082.The dynamic height is computed by dividing the NAVD 88
 PX0082.geopotential number by the normal gravity value computed on the
 PX0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0082.degrees latitude (g = 980.6199 gals.).
 PX0082
 PX0082.The modeled gravity was interpolated from observed gravity values.
 PX0082
 PX0082;                    North         East    Units  Estimated Accuracy
 PX0082;SPC WYWC     -   411,500.      590,850.      MT  (+/- 180 meters Scaled)
 PX0082
 PX0082                          SUPERSEDED SURVEY CONTROL
 PX0082
 PX0082  NGVD 29 (??/??/92) 1710.47   (m)         5611.8    (f) COMPUTED    2 0
 PX0082
 PX0082.Superseded values are not recommended for survey control.
 PX0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0082.See file dsdata.txt to determine how the superseded data were derived.
 PX0082
 PX0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP706968(NAD 83)
 PX0082_MARKER: DB = BENCH MARK DISK
 PX0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0082_STAMPING: EL. 5603.48 207-B STA. 210+00
 PX0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0082+STABILITY: SURFACE MOTION
 PX0082
 PX0082  HISTORY     - Date     Condition        Report By
 PX0082  HISTORY     - UNK      MONUMENTED       WYHD
 PX0082  HISTORY     - 1934     GOOD             NGS
 PX0082
 PX0082                          STATION DESCRIPTION
 PX0082
 PX0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0082'4.2 MI NW FROM MEETEETSE.
 PX0082'ABOUT 4.2 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0082'AT MEETEETSE, PARK COUNTY, ABOUT 50 FEET EAST OF THE CENTER LINE OF
 PX0082'THE HIGHWAY, AND ABOUT 25 FEET NORTH OF A LARGE COTTONWOOD TREE. A
 PX0082'WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 5603.48
 PX0082'207-B STA. 210+00 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0201 ***********************************************************************
 PX0201  DESIGNATION -  ROUTE 120 B STA 220+00
 PX0201  PID         -  PX0201
 PX0201  STATE/COUNTY-  WY/PARK
 PX0201  USGS QUAD   -  INDIAN PASS (1987)
 PX0201
 PX0201                         *CURRENT SURVEY CONTROL
 PX0201  ___________________________________________________________________
 PX0201* NAD 83(1986)-  44 26 15.     (N)    109 00 49.     (W)     SCALED    
 PX0201* NAVD 88     -      1604.864  (meters)    5265.29   (feet)  ADJUSTED  
 PX0201  ___________________________________________________________________
 PX0201  GEOID HEIGHT-         -11.65  (meters)                     GEOID03
 PX0201  DYNAMIC HT  -        1604.024 (meters)    5262.54  (feet)  COMP
 PX0201  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 PX0201
 PX0201  VERT ORDER  -  SECOND    CLASS 0
 PX0201
 PX0201.The horizontal coordinates were scaled from a topographic map and have
 PX0201.an estimated accuracy of +/- 6 seconds.
 PX0201
 PX0201.The orthometric height was determined by differential leveling
 PX0201.and adjusted by the National Geodetic Survey in June 1991..
 PX0201
 PX0201.The geoid height was determined by GEOID03.
 PX0201
 PX0201.The dynamic height is computed by dividing the NAVD 88
 PX0201.geopotential number by the normal gravity value computed on the
 PX0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0201.degrees latitude (g = 980.6199 gals.).
 PX0201
 PX0201.The modeled gravity was interpolated from observed gravity values.
 PX0201
 PX0201;                    North         East    Units  Estimated Accuracy
 PX0201;SPC WYWC     -   437,390.      579,010.      MT  (+/- 180 meters Scaled)
 PX0201
 PX0201                          SUPERSEDED SURVEY CONTROL
 PX0201
 PX0201  NGVD 29 (??/??/92) 1603.771  (m)         5261.71   (f) ADJ UNCH    2 0
 PX0201
 PX0201.Superseded values are not recommended for survey control.
 PX0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0201.See file dsdata.txt to determine how the superseded data were derived.
 PX0201
 PX0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ580223(NAD 83)
 PX0201_MARKER: DD = SURVEY DISK
 PX0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0201_STAMPING: EL. 5251.55 FLHP-3-B STA. 220+00
 PX0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0201+STABILITY: SURFACE MOTION
 PX0201
 PX0201  HISTORY     - Date     Condition        Report By
 PX0201  HISTORY     - UNK      MONUMENTED       WYHD
 PX0201  HISTORY     - 1934     GOOD             NGS
 PX0201  HISTORY     - 1950     GOOD             NGS
 PX0201
 PX0201                          STATION DESCRIPTION
 PX0201
 PX0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0201'7.1 MI SE FROM CODY.
 PX0201'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0201'AT CODY, PARK COUNTY, THENCE ABOUT 4.7 MILES SOUTH ALONG STATE HIGHWAY
 PX0201'120.  ABOUT 100 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 PX0201'50 FEET EAST OF A FENCE.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD
 PX0201'DISK, STAMPED EL. 5251.55 FLHP-3-B STA. 220+00 AND SET IN THE TOP OF A
 PX0201'CONCRETE POST.
 PX0201
 PX0201                          STATION RECOVERY (1950)
 PX0201
 PX0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 PX0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0200 ***********************************************************************
 PX0200  DESIGNATION -  ROUTE 120 B STA 270+00
 PX0200  PID         -  PX0200
 PX0200  STATE/COUNTY-  WY/PARK
 PX0200  USGS QUAD   -  INDIAN PASS (1987)
 PX0200
 PX0200                         *CURRENT SURVEY CONTROL
 PX0200  ___________________________________________________________________
 PX0200* NAD 83(1986)-  44 25 20.     (N)    109 00 42.     (W)     SCALED    
 PX0200* NAVD 88     -      1629.073  (meters)    5344.72   (feet)  ADJUSTED  
 PX0200  ___________________________________________________________________
 PX0200  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 PX0200  DYNAMIC HT  -        1628.217 (meters)    5341.91  (feet)  COMP
 PX0200  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 PX0200
 PX0200  VERT ORDER  -  SECOND    CLASS 0
 PX0200
 PX0200.The horizontal coordinates were scaled from a topographic map and have
 PX0200.an estimated accuracy of +/- 6 seconds.
 PX0200
 PX0200.The orthometric height was determined by differential leveling
 PX0200.and adjusted by the National Geodetic Survey in June 1991..
 PX0200
 PX0200.The geoid height was determined by GEOID03.
 PX0200
 PX0200.The dynamic height is computed by dividing the NAVD 88
 PX0200.geopotential number by the normal gravity value computed on the
 PX0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0200.degrees latitude (g = 980.6199 gals.).
 PX0200
 PX0200.The modeled gravity was interpolated from observed gravity values.
 PX0200
 PX0200;                    North         East    Units  Estimated Accuracy
 PX0200;SPC WYWC     -   435,700.      579,160.      MT  (+/- 180 meters Scaled)
 PX0200
 PX0200                          SUPERSEDED SURVEY CONTROL
 PX0200
 PX0200  NGVD 29 (??/??/92) 1627.980  (m)         5341.13   (f) ADJ UNCH    2 0
 PX0200
 PX0200.Superseded values are not recommended for survey control.
 PX0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0200.See file dsdata.txt to determine how the superseded data were derived.
 PX0200
 PX0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ582206(NAD 83)
 PX0200_MARKER: DD = SURVEY DISK
 PX0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0200_STAMPING: EL. 5330.28 FLHP-3-B STA. 270+00
 PX0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0200+STABILITY: SURFACE MOTION
 PX0200
 PX0200  HISTORY     - Date     Condition        Report By
 PX0200  HISTORY     - UNK      MONUMENTED       WYHD
 PX0200  HISTORY     - 1934     GOOD             NGS
 PX0200  HISTORY     - 1947     GOOD             NGS
 PX0200
 PX0200                          STATION DESCRIPTION
 PX0200
 PX0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0200'8.0 MI SE FROM CODY.
 PX0200'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0200'AT CODY, PARK COUNTY, THENCE ABOUT 5.6 MILES SOUTH ALONG STATE HIGHWAY
 PX0200'20.  ABOUT 100 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 PX0200'ABOUT 100 YARDS SOUTH OF A FENCE CORNER.  A WYOMING STATE HIGHWAY
 PX0200'DEPARTMENT STANDARD DISK, STAMPED EL. 5330.28 FLHP-3-B STA. 270+00 AND
 PX0200'SET IN THE TOP OF A CONCRETE POST.
 PX0200
 PX0200                          STATION RECOVERY (1947)
 PX0200
 PX0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 PX0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0084 ***********************************************************************
 PX0084  DESIGNATION -  ROUTE 120 B STA 310+00
 PX0084  PID         -  PX0084
 PX0084  STATE/COUNTY-  WY/PARK
 PX0084  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0084
 PX0084                         *CURRENT SURVEY CONTROL
 PX0084  ___________________________________________________________________
 PX0084* NAD 83(1986)-  44 13 12.     (N)    108 49 59.     (W)     SCALED    
 PX0084* NAVD 88     -      1678.809  (meters)    5507.89   (feet)  ADJUSTED  
 PX0084  ___________________________________________________________________
 PX0084  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 PX0084  DYNAMIC HT  -        1677.872 (meters)    5504.82  (feet)  COMP
 PX0084  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 PX0084
 PX0084  VERT ORDER  -  SECOND    CLASS 0
 PX0084
 PX0084.The horizontal coordinates were scaled from a topographic map and have
 PX0084.an estimated accuracy of +/- 6 seconds.
 PX0084
 PX0084.The orthometric height was determined by differential leveling
 PX0084.and adjusted by the National Geodetic Survey in June 1991..
 PX0084
 PX0084.The geoid height was determined by GEOID03.
 PX0084
 PX0084.The dynamic height is computed by dividing the NAVD 88
 PX0084.geopotential number by the normal gravity value computed on the
 PX0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0084.degrees latitude (g = 980.6199 gals.).
 PX0084
 PX0084.The modeled gravity was interpolated from observed gravity values.
 PX0084
 PX0084;                    North         East    Units  Estimated Accuracy
 PX0084;SPC WYWC     -   413,200.      593,360.      MT  (+/- 180 meters Scaled)
 PX0084
 PX0084                          SUPERSEDED SURVEY CONTROL
 PX0084
 PX0084  NGVD 29 (??/??/92) 1677.73   (m)         5504.4    (f) COMPUTED    2 0
 PX0084
 PX0084.Superseded values are not recommended for survey control.
 PX0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0084.See file dsdata.txt to determine how the superseded data were derived.
 PX0084
 PX0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP730985(NAD 83)
 PX0084_MARKER: DD = SURVEY DISK
 PX0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0084_STAMPING: EL. 5496.15 207-B STA. 310+00
 PX0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0084+STABILITY: SURFACE MOTION
 PX0084
 PX0084  HISTORY     - Date     Condition        Report By
 PX0084  HISTORY     - UNK      MONUMENTED       WYHD
 PX0084  HISTORY     - 1934     GOOD             NGS
 PX0084
 PX0084                          STATION DESCRIPTION
 PX0084
 PX0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0084'6.2 MI NW FROM MEETEETSE.
 PX0084'ABOUT 6.2 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0084'AT MEETEETSE, PARK COUNTY, ABOUT 50 FEET EAST OF THE CENTER LINE OF
 PX0084'THE HIGHWAY, AND IN THE FENCE LINE.  A WYOMING STATE HIGHWAY
 PX0084'DEPARTMENT STANDARD DISK, STAMPED EL. 5496.15 207-B STA. 310+00 AND
 PX0084'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0205 ***********************************************************************
 PX0205  DESIGNATION -  ROUTE 120 B STA 70+00
 PX0205  PID         -  PX0205
 PX0205  STATE/COUNTY-  WY/PARK
 PX0205  USGS QUAD   -  INDIAN PASS (1987)
 PX0205
 PX0205                         *CURRENT SURVEY CONTROL
 PX0205  ___________________________________________________________________
 PX0205* NAD 83(1986)-  44 29 03.     (N)    109 01 21.     (W)     SCALED    
 PX0205* NAVD 88     -      1574.668  (meters)    5166.22   (feet)  ADJUSTED  
 PX0205  ___________________________________________________________________
 PX0205  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 PX0205  DYNAMIC HT  -        1573.859 (meters)    5163.57  (feet)  COMP
 PX0205  MODELED GRAV-     980,049.3   (mgal)                       NAVD 88
 PX0205
 PX0205  VERT ORDER  -  SECOND    CLASS 0
 PX0205
 PX0205.The horizontal coordinates were scaled from a topographic map and have
 PX0205.an estimated accuracy of +/- 6 seconds.
 PX0205
 PX0205.The orthometric height was determined by differential leveling
 PX0205.and adjusted by the National Geodetic Survey in June 1991..
 PX0205
 PX0205.The geoid height was determined by GEOID03.
 PX0205
 PX0205.The dynamic height is computed by dividing the NAVD 88
 PX0205.geopotential number by the normal gravity value computed on the
 PX0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0205.degrees latitude (g = 980.6199 gals.).
 PX0205
 PX0205.The modeled gravity was interpolated from observed gravity values.
 PX0205
 PX0205;                    North         East    Units  Estimated Accuracy
 PX0205;SPC WYWC     -   442,580.      578,320.      MT  (+/- 180 meters Scaled)
 PX0205
 PX0205                          SUPERSEDED SURVEY CONTROL
 PX0205
 PX0205  NGVD 29 (??/??/92) 1573.582  (m)         5162.66   (f) ADJ UNCH    2 0
 PX0205
 PX0205.Superseded values are not recommended for survey control.
 PX0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0205.See file dsdata.txt to determine how the superseded data were derived.
 PX0205
 PX0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ572275(NAD 83)
 PX0205_MARKER: DD = SURVEY DISK
 PX0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0205_STAMPING: 5152,74 207 C STA. 70+00
 PX0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0205+STABILITY: SURFACE MOTION
 PX0205
 PX0205  HISTORY     - Date     Condition        Report By
 PX0205  HISTORY     - UNK      MONUMENTED       WYHD
 PX0205  HISTORY     - 1964     GOOD             NGS
 PX0205
 PX0205                          STATION DESCRIPTION
 PX0205
 PX0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 PX0205'3.7 MI SE FROM CODY.
 PX0205'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0205'AT CODY, PARK COUNTY, THENCE ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY
 PX0205'120.  AND ABOUT 75 FEET EAST OF THE CENTER LINE OF THE HIGHWAY. A
 PX0205'WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK SET IN THE TOP OF A
 PX0205'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0071 ***********************************************************************
 PX0071  DESIGNATION -  ROUTE 120 C STA 110+00
 PX0071  PID         -  PX0071
 PX0071  STATE/COUNTY-  WY/PARK
 PX0071  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0071
 PX0071                         *CURRENT SURVEY CONTROL
 PX0071  ___________________________________________________________________
 PX0071* NAD 83(1986)-  44 08 50.     (N)    108 51 06.     (W)     SCALED    
 PX0071* NAVD 88     -      1840.213  (meters)    6037.43   (feet)  ADJUSTED  
 PX0071  ___________________________________________________________________
 PX0071  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 PX0071  DYNAMIC HT  -        1839.162 (meters)    6033.98  (feet)  COMP
 PX0071  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 PX0071
 PX0071  VERT ORDER  -  SECOND    CLASS 0
 PX0071
 PX0071.The horizontal coordinates were scaled from a topographic map and have
 PX0071.an estimated accuracy of +/- 6 seconds.
 PX0071
 PX0071.The orthometric height was determined by differential leveling
 PX0071.and adjusted by the National Geodetic Survey in June 1991..
 PX0071
 PX0071.The geoid height was determined by GEOID03.
 PX0071
 PX0071.The dynamic height is computed by dividing the NAVD 88
 PX0071.geopotential number by the normal gravity value computed on the
 PX0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0071.degrees latitude (g = 980.6199 gals.).
 PX0071
 PX0071.The modeled gravity was interpolated from observed gravity values.
 PX0071
 PX0071;                    North         East    Units  Estimated Accuracy
 PX0071;SPC WYWC     -   405,110.      591,870.      MT  (+/- 180 meters Scaled)
 PX0071
 PX0071                          SUPERSEDED SURVEY CONTROL
 PX0071
 PX0071  NGVD 29 (??/??/92) 1839.13   (m)         6033.9    (f) COMPUTED    2 0
 PX0071
 PX0071.Superseded values are not recommended for survey control.
 PX0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0071.See file dsdata.txt to determine how the superseded data were derived.
 PX0071
 PX0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP718904(NAD 83)
 PX0071_MARKER: DD = SURVEY DISK
 PX0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0071_STAMPING: EL. 6025.43 213-C STA. 110+00
 PX0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0071+STABILITY: SURFACE MOTION
 PX0071
 PX0071  HISTORY     - Date     Condition        Report By
 PX0071  HISTORY     - UNK      MONUMENTED       WYHD
 PX0071  HISTORY     - 1934     GOOD             NGS
 PX0071  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0071
 PX0071                          STATION DESCRIPTION
 PX0071
 PX0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0071'2.2 MI SE FROM MEETEETSE.
 PX0071'ABOUT 2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0071'AT MEETEETSE, PARK COUNTY, ABOUT HALF-WAY TO THE TOP OF A LONG HILL,
 PX0071'AND ABOUT 100 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY. A
 PX0071'WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 6025.43
 PX0071'213-C STA. 110+00 AND SET IN THE TOP OF A CONCRETE POST.
 PX0071
 PX0071                          STATION RECOVERY (1979)
 PX0071
 PX0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0204 ***********************************************************************
 PX0204  DESIGNATION -  ROUTE 120 C STA 120+00
 PX0204  PID         -  PX0204
 PX0204  STATE/COUNTY-  WY/PARK
 PX0204  USGS QUAD   -  INDIAN PASS (1987)
 PX0204
 PX0204                         *CURRENT SURVEY CONTROL
 PX0204  ___________________________________________________________________
 PX0204* NAD 83(1986)-  44 28 07.     (N)    109 01 05.     (W)     SCALED    
 PX0204* NAVD 88     -      1567.158  (meters)    5141.58   (feet)  ADJUSTED  
 PX0204  ___________________________________________________________________
 PX0204  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 PX0204  DYNAMIC HT  -        1566.346 (meters)    5138.92  (feet)  COMP
 PX0204  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 PX0204
 PX0204  VERT ORDER  -  SECOND    CLASS 0
 PX0204
 PX0204.The horizontal coordinates were scaled from a topographic map and have
 PX0204.an estimated accuracy of +/- 6 seconds.
 PX0204
 PX0204.The orthometric height was determined by differential leveling
 PX0204.and adjusted by the National Geodetic Survey in June 1991..
 PX0204
 PX0204.The geoid height was determined by GEOID03.
 PX0204
 PX0204.The dynamic height is computed by dividing the NAVD 88
 PX0204.geopotential number by the normal gravity value computed on the
 PX0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0204.degrees latitude (g = 980.6199 gals.).
 PX0204
 PX0204.The modeled gravity was interpolated from observed gravity values.
 PX0204
 PX0204;                    North         East    Units  Estimated Accuracy
 PX0204;SPC WYWC     -   440,850.      578,670.      MT  (+/- 180 meters Scaled)
 PX0204
 PX0204                          SUPERSEDED SURVEY CONTROL
 PX0204
 PX0204  NGVD 29 (??/??/92) 1566.067  (m)         5138.00   (f) ADJ UNCH    2 0
 PX0204
 PX0204.Superseded values are not recommended for survey control.
 PX0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0204.See file dsdata.txt to determine how the superseded data were derived.
 PX0204
 PX0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ576258(NAD 83)
 PX0204_MARKER: DD = SURVEY DISK
 PX0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0204_STAMPING: EL. 5127.89 WPMH-207 C STA. 120+00
 PX0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0204+STABILITY: SURFACE MOTION
 PX0204
 PX0204  HISTORY     - Date     Condition        Report By
 PX0204  HISTORY     - UNK      MONUMENTED       WYHD
 PX0204  HISTORY     - 1934     GOOD             NGS
 PX0204
 PX0204                          STATION DESCRIPTION
 PX0204
 PX0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0204'4.7 MI SE FROM CODY.
 PX0204'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0204'AT CODY, PARK COUNTY, THENCE ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY
 PX0204'120.  AND ABOUT 65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY. A
 PX0204'WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 5127.89
 PX0204'WPMH-207 C STA. 120+00 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0070 ***********************************************************************
 PX0070  DESIGNATION -  ROUTE 120 C STA 160+00
 PX0070  PID         -  PX0070
 PX0070  STATE/COUNTY-  WY/PARK
 PX0070  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0070
 PX0070                         *CURRENT SURVEY CONTROL
 PX0070  ___________________________________________________________________
 PX0070* NAD 83(1986)-  44 08 32.     (N)    108 50 40.     (W)     SCALED    
 PX0070* NAVD 88     -      1884.025  (meters)    6181.17   (feet)  ADJUSTED  
 PX0070  ___________________________________________________________________
 PX0070  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 PX0070  DYNAMIC HT  -        1882.945 (meters)    6177.63  (feet)  COMP
 PX0070  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 PX0070
 PX0070  VERT ORDER  -  SECOND    CLASS 0
 PX0070
 PX0070.The horizontal coordinates were scaled from a topographic map and have
 PX0070.an estimated accuracy of +/- 6 seconds.
 PX0070
 PX0070.The orthometric height was determined by differential leveling
 PX0070.and adjusted by the National Geodetic Survey in June 1991..
 PX0070
 PX0070.The geoid height was determined by GEOID03.
 PX0070
 PX0070.The dynamic height is computed by dividing the NAVD 88
 PX0070.geopotential number by the normal gravity value computed on the
 PX0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0070.degrees latitude (g = 980.6199 gals.).
 PX0070
 PX0070.The modeled gravity was interpolated from observed gravity values.
 PX0070
 PX0070;                    North         East    Units  Estimated Accuracy
 PX0070;SPC WYWC     -   404,560.      592,440.      MT  (+/- 180 meters Scaled)
 PX0070
 PX0070                          SUPERSEDED SURVEY CONTROL
 PX0070
 PX0070  NGVD 29 (??/??/92) 1882.95   (m)         6177.6    (f) COMPUTED    2 0
 PX0070
 PX0070.Superseded values are not recommended for survey control.
 PX0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0070.See file dsdata.txt to determine how the superseded data were derived.
 PX0070
 PX0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP724899(NAD 83)
 PX0070_MARKER: DD = SURVEY DISK
 PX0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0070_STAMPING: EL. 6169.19 213-C STA. 160+00
 PX0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0070+STABILITY: SURFACE MOTION
 PX0070
 PX0070  HISTORY     - Date     Condition        Report By
 PX0070  HISTORY     - UNK      MONUMENTED       WYHD
 PX0070  HISTORY     - 1934     GOOD             NGS
 PX0070  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0070
 PX0070                          STATION DESCRIPTION
 PX0070
 PX0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0070'3.2 MI SE FROM MEETEETSE.
 PX0070'ABOUT 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0070'AT MEETEETSE, PARK COUNTY, ABOUT 100 FEET SOUTH OF THE CENTER LINE OF
 PX0070'THE HIGHWAY, AND IN THE FENCE LINE.  A WYOMING STATE HIGHWAY
 PX0070'DEPARTMENT STANDARD DISK, STAMPED EL. 6169.19 213-C STA. 160+00 AND
 PX0070'SET IN THE TOP OF A CONCRETE POST.
 PX0070
 PX0070                          STATION RECOVERY (1979)
 PX0070
 PX0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0403 ***********************************************************************
 PX0403  DESIGNATION -  ROUTE 120 C STA 20+00
 PX0403  PID         -  PX0403
 PX0403  STATE/COUNTY-  WY/PARK
 PX0403  USGS QUAD   -  CODY (1987)
 PX0403
 PX0403                         *CURRENT SURVEY CONTROL
 PX0403  ___________________________________________________________________
 PX0403* NAD 83(1993)-  44 30 25.10890(N)    109 01 31.59522(W)     ADJUSTED  
 PX0403* NAVD 88     -      1550.76   (+/-2cm)    5087.8    (feet)  VERTCON   
 PX0403  ___________________________________________________________________
 PX0403  LAPLACE CORR-         -15.34  (seconds)                    DEFLEC99
 PX0403  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 PX0403
 PX0403  HORZ ORDER  -  SECOND
 PX0403  VERT ORDER  -  THIRD ? (See Below)
 PX0403
 PX0403.The horizontal coordinates were established by classical geodetic methods
 PX0403.and adjusted by the National Geodetic Survey in January 1997..
 PX0403
 PX0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0403.The vertical order pertains to the NGVD 29 superseded value.
 PX0403
 PX0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0403
 PX0403.The geoid height was determined by GEOID03.
 PX0403
 PX0403;                    North         East     Units Scale Factor Converg.
 PX0403;SPC WYWC     -   445,116.308   578,098.109   MT  0.99994340   -0 11 35.1
 PX0403;UTM  12      - 4,930,080.156   656,954.698   MT  0.99990296   +1 23 04.0
 PX0403
 PX0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0403!SPC WYWC     -   0.99975877  x   0.99994340  =   0.99970218
 PX0403!UTM  12      -   0.99975877  x   0.99990296  =   0.99966175
 PX0403
 PX0403                          SUPERSEDED SURVEY CONTROL
 PX0403
 PX0403  NAD 83(1986)-  44 30 25.09963(N)    109 01 31.58690(W) AD(       ) 2
 PX0403  NAD 27      -  44 30 25.26500(N)    109 01 29.08300(W) AD(       ) 2
 PX0403  NGVD 29 (07/19/86) 1549.68   (m)         5084.2    (f) LEVELING    3  
 PX0403
 PX0403.Superseded values are not recommended for survey control.
 PX0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0403.See file dsdata.txt to determine how the superseded data were derived.
 PX0403
 PX0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5695530080(NAD 83)
 PX0403_MARKER: DD = SURVEY DISK
 PX0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0403_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PX0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0403+STABILITY: SURFACE MOTION
 PX0403
 PX0403  HISTORY     - Date     Condition        Report By
 PX0403  HISTORY     - 1950     MONUMENTED       WYHD
 PX0403
 PX0403                          STATION DESCRIPTION
 PX0403
 PX0403'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1950
 PX0403'STATION POND IS ALONG THE RIGHT OF WAY OF STATE HIGHWAY 120.  ABOUT
 PX0403'2 MILES AIR LINE SOUTHEAST OF CODY.  0.5 MILE SOUTHEAST OF THE
 PX0403'HANGARS AT THE CODY AIRPORT.
 PX0403'
 PX0403'B.M. 20X00 (WSHD) IS A STATE HIGHWAY DEPT. RIGHT OF WAY BRONZE
 PX0403'DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST AND THE
 PX0403'DISK IS STAMPED WPMH 207C STA. 20-00 EL. 5074.38.  IT IS 51
 PX0403'FEET EAST OF HWY. 120.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0069 ***********************************************************************
 PX0069  DESIGNATION -  ROUTE 120 C STA 210+00
 PX0069  PID         -  PX0069
 PX0069  STATE/COUNTY-  WY/PARK
 PX0069  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0069
 PX0069                         *CURRENT SURVEY CONTROL
 PX0069  ___________________________________________________________________
 PX0069* NAD 83(1986)-  44 07 59.     (N)    108 49 49.     (W)     SCALED    
 PX0069* NAVD 88     -      1864.599  (meters)    6117.44   (feet)  ADJUSTED  
 PX0069  ___________________________________________________________________
 PX0069  GEOID HEIGHT-         -11.64  (meters)                     GEOID03
 PX0069  DYNAMIC HT  -        1863.513 (meters)    6113.88  (feet)  COMP
 PX0069  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 PX0069
 PX0069  VERT ORDER  -  SECOND    CLASS 0
 PX0069
 PX0069.The horizontal coordinates were scaled from a topographic map and have
 PX0069.an estimated accuracy of +/- 6 seconds.
 PX0069
 PX0069.The orthometric height was determined by differential leveling
 PX0069.and adjusted by the National Geodetic Survey in June 1991..
 PX0069
 PX0069.The geoid height was determined by GEOID03.
 PX0069
 PX0069.The dynamic height is computed by dividing the NAVD 88
 PX0069.geopotential number by the normal gravity value computed on the
 PX0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0069.degrees latitude (g = 980.6199 gals.).
 PX0069
 PX0069.The modeled gravity was interpolated from observed gravity values.
 PX0069
 PX0069;                    North         East    Units  Estimated Accuracy
 PX0069;SPC WYWC     -   403,540.      593,580.      MT  (+/- 180 meters Scaled)
 PX0069
 PX0069                          SUPERSEDED SURVEY CONTROL
 PX0069
 PX0069  NGVD 29 (??/??/92) 1863.50   (m)         6113.8    (f) COMPUTED    2 0
 PX0069
 PX0069.Superseded values are not recommended for survey control.
 PX0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0069.See file dsdata.txt to determine how the superseded data were derived.
 PX0069
 PX0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP735889(NAD 83)
 PX0069_MARKER: DD = SURVEY DISK
 PX0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0069_STAMPING: EL. 6105.53 213-C STA. 210+00
 PX0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0069+STABILITY: SURFACE MOTION
 PX0069
 PX0069  HISTORY     - Date     Condition        Report By
 PX0069  HISTORY     - UNK      MONUMENTED       WYHD
 PX0069  HISTORY     - 1934     GOOD             NGS
 PX0069  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0069
 PX0069                          STATION DESCRIPTION
 PX0069
 PX0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0069'4.2 MI SE FROM MEETEETSE.
 PX0069'ABOUT 4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0069'AT MEETEETSE, PARK COUNTY, ABOUT 100 FEET SOUTH OF THE CENTER LINE OF
 PX0069'THE HIGHWAY, AND IN THE FENCE LINE.  A WYOMING STATE HIGHWAY
 PX0069'DEPARTMENT STANDARD DISK, STAMPED EL. 6105.53 213-C STA. 210+00 AND
 PX0069'SET IN THE TOP OF A CONCRETE POST.
 PX0069
 PX0069                          STATION RECOVERY (1979)
 PX0069
 PX0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0068 ***********************************************************************
 PX0068  DESIGNATION -  ROUTE 120 C STA 260+00
 PX0068  PID         -  PX0068
 PX0068  STATE/COUNTY-  WY/PARK
 PX0068  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0068
 PX0068                         *CURRENT SURVEY CONTROL
 PX0068  ___________________________________________________________________
 PX0068* NAD 83(1986)-  44 07 35.     (N)    108 48 53.     (W)     SCALED    
 PX0068* NAVD 88     -      1880.286  (meters)    6168.90   (feet)  ADJUSTED  
 PX0068  ___________________________________________________________________
 PX0068  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 PX0068  DYNAMIC HT  -        1879.186 (meters)    6165.30  (feet)  COMP
 PX0068  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 PX0068
 PX0068  VERT ORDER  -  SECOND    CLASS 0
 PX0068
 PX0068.The horizontal coordinates were scaled from a topographic map and have
 PX0068.an estimated accuracy of +/- 6 seconds.
 PX0068
 PX0068.The orthometric height was determined by differential leveling
 PX0068.and adjusted by the National Geodetic Survey in June 1991..
 PX0068
 PX0068.The geoid height was determined by GEOID03.
 PX0068
 PX0068.The dynamic height is computed by dividing the NAVD 88
 PX0068.geopotential number by the normal gravity value computed on the
 PX0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0068.degrees latitude (g = 980.6199 gals.).
 PX0068
 PX0068.The modeled gravity was interpolated from observed gravity values.
 PX0068
 PX0068;                    North         East    Units  Estimated Accuracy
 PX0068;SPC WYWC     -   402,790.      594,820.      MT  (+/- 180 meters Scaled)
 PX0068
 PX0068                          SUPERSEDED SURVEY CONTROL
 PX0068
 PX0068  NGVD 29 (??/??/92) 1879.193  (m)         6165.32   (f) ADJ UNCH    2 0
 PX0068
 PX0068.Superseded values are not recommended for survey control.
 PX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0068.See file dsdata.txt to determine how the superseded data were derived.
 PX0068
 PX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP748882(NAD 83)
 PX0068_MARKER: DD = SURVEY DISK
 PX0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0068_STAMPING: EL. 6156.80 213-C STA. 260+00
 PX0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0068+STABILITY: SURFACE MOTION
 PX0068
 PX0068  HISTORY     - Date     Condition        Report By
 PX0068  HISTORY     - UNK      MONUMENTED       WYHD
 PX0068  HISTORY     - 1934     GOOD             NGS
 PX0068
 PX0068                          STATION DESCRIPTION
 PX0068
 PX0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0068'5.3 MI SE FROM MEETEETSE.
 PX0068'ABOUT 5.3 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0068'AT MEETEETSE, PARK COUNTY, ABOUT 100 FEET SOUTH OF THE CENTER LINE OF
 PX0068'THE HIGHWAY, AND AT A BRACED POST IN THE FENCE LINE.  A WYOMING STATE
 PX0068'HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 6156.80 213-C STA.
 PX0068'260+00 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0066 ***********************************************************************
 PX0066  DESIGNATION -  ROUTE 120 C STA 310+00
 PX0066  PID         -  PX0066
 PX0066  STATE/COUNTY-  WY/PARK
 PX0066  USGS QUAD   -  LITTLE BUFFALO BASIN (1985)
 PX0066
 PX0066                         *CURRENT SURVEY CONTROL
 PX0066  ___________________________________________________________________
 PX0066* NAD 83(1986)-  44 06 53.     (N)    108 47 37.     (W)     SCALED    
 PX0066* NAVD 88     -      1833.404  (meters)    6015.09   (feet)  ADJUSTED  
 PX0066  ___________________________________________________________________
 PX0066  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 PX0066  DYNAMIC HT  -        1832.327 (meters)    6011.56  (feet)  COMP
 PX0066  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 PX0066
 PX0066  VERT ORDER  -  SECOND    CLASS 0
 PX0066
 PX0066.The horizontal coordinates were scaled from a topographic map and have
 PX0066.an estimated accuracy of +/- 6 seconds.
 PX0066
 PX0066.The orthometric height was determined by differential leveling
 PX0066.and adjusted by the National Geodetic Survey in June 1991..
 PX0066
 PX0066.The geoid height was determined by GEOID03.
 PX0066
 PX0066.The dynamic height is computed by dividing the NAVD 88
 PX0066.geopotential number by the normal gravity value computed on the
 PX0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0066.degrees latitude (g = 980.6199 gals.).
 PX0066
 PX0066.The modeled gravity was interpolated from observed gravity values.
 PX0066
 PX0066;                    North         East    Units  Estimated Accuracy
 PX0066;SPC WYWC     -   401,500.      596,510.      MT  (+/- 180 meters Scaled)
 PX0066
 PX0066                          SUPERSEDED SURVEY CONTROL
 PX0066
 PX0066  NGVD 29 (??/??/92) 1832.30   (m)         6011.5    (f) COMPUTED    2 0
 PX0066
 PX0066.Superseded values are not recommended for survey control.
 PX0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0066.See file dsdata.txt to determine how the superseded data were derived.
 PX0066
 PX0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP765869(NAD 83)
 PX0066_MARKER: DD = SURVEY DISK
 PX0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0066_STAMPING: EL. 6002.71 213-C STA. 310+00
 PX0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0066+STABILITY: SURFACE MOTION
 PX0066
 PX0066  HISTORY     - Date     Condition        Report By
 PX0066  HISTORY     - UNK      MONUMENTED       WYHD
 PX0066  HISTORY     - 1934     GOOD             NGS
 PX0066  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0066
 PX0066                          STATION DESCRIPTION
 PX0066
 PX0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0066'6.3 MI SE FROM MEETEETSE.
 PX0066'ABOUT 6.3 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0066'AT MEETEETSE, PARK COUNTY, IN A SMALL GULLY, AND ABOUT 100 FEET SOUTH
 PX0066'OF THE CENTER LINE OF THE HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT
 PX0066'STANDARD DISK, STAMPED EL. 6002.71 213-C STA. 310+00 AND SET IN THE
 PX0066'TOP OF A CONCRETE POST.
 PX0066
 PX0066                          STATION RECOVERY (1979)
 PX0066
 PX0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0085 ***********************************************************************
 PX0085  DESIGNATION -  ROUTE 120 C STA 330+00
 PX0085  PID         -  PX0085
 PX0085  STATE/COUNTY-  WY/PARK
 PX0085  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0085
 PX0085                         *CURRENT SURVEY CONTROL
 PX0085  ___________________________________________________________________
 PX0085* NAD 83(1986)-  44 13 32.     (N)    108 49 50.     (W)     SCALED    
 PX0085* NAVD 88     -      1678.348  (meters)    5506.38   (feet)  ADJUSTED  
 PX0085  ___________________________________________________________________
 PX0085  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 PX0085  DYNAMIC HT  -        1677.415 (meters)    5503.32  (feet)  COMP
 PX0085  MODELED GRAV-     980,003.6   (mgal)                       NAVD 88
 PX0085
 PX0085  VERT ORDER  -  SECOND    CLASS 0
 PX0085
 PX0085.The horizontal coordinates were scaled from a topographic map and have
 PX0085.an estimated accuracy of +/- 6 seconds.
 PX0085
 PX0085.The orthometric height was determined by differential leveling
 PX0085.and adjusted by the National Geodetic Survey in June 1991..
 PX0085
 PX0085.The geoid height was determined by GEOID03.
 PX0085
 PX0085.The dynamic height is computed by dividing the NAVD 88
 PX0085.geopotential number by the normal gravity value computed on the
 PX0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0085.degrees latitude (g = 980.6199 gals.).
 PX0085
 PX0085.The modeled gravity was interpolated from observed gravity values.
 PX0085
 PX0085;                    North         East    Units  Estimated Accuracy
 PX0085;SPC WYWC     -   413,810.      593,560.      MT  (+/- 180 meters Scaled)
 PX0085
 PX0085                          SUPERSEDED SURVEY CONTROL
 PX0085
 PX0085  NGVD 29 (??/??/92) 1677.270  (m)         5502.84   (f) ADJ UNCH    2 0
 PX0085
 PX0085.Superseded values are not recommended for survey control.
 PX0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0085.See file dsdata.txt to determine how the superseded data were derived.
 PX0085
 PX0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP732992(NAD 83)
 PX0085_MARKER: DD = SURVEY DISK
 PX0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0085_STAMPING: EL. 5494.63 84 STA. 330+00
 PX0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0085+STABILITY: SURFACE MOTION
 PX0085
 PX0085  HISTORY     - Date     Condition        Report By
 PX0085  HISTORY     - UNK      MONUMENTED       WYHD
 PX0085  HISTORY     - 1934     GOOD             NGS
 PX0085  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0085
 PX0085                          STATION DESCRIPTION
 PX0085
 PX0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0085'6.6 MI NW FROM MEETEETSE.
 PX0085'ABOUT 6.6 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0085'AT MEETEETSE, PARK COUNTY, ABOUT 50 FEET EAST OF THE CENTER LINE OF
 PX0085'THE HIGHWAY, AND IN THE FENCE LINE.  A WYOMING STATE HIGHWAY
 PX0085'DEPARTMENT STANDARD DISK, STAMPED EL. 5494.63 84 STA. 330+00 AND SET
 PX0085'IN THE TOP OF A CONCRETE POST.
 PX0085
 PX0085                          STATION RECOVERY (1979)
 PX0085
 PX0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0065 ***********************************************************************
 PX0065  DESIGNATION -  ROUTE 120 C STA 360+00
 PX0065  PID         -  PX0065
 PX0065  STATE/COUNTY-  WY/PARK
 PX0065  USGS QUAD   -  LITTLE BUFFALO BASIN (1985)
 PX0065
 PX0065                         *CURRENT SURVEY CONTROL
 PX0065  ___________________________________________________________________
 PX0065* NAD 83(1986)-  44 05 58.     (N)    108 46 14.     (W)     SCALED    
 PX0065* NAVD 88     -      1788.395  (meters)    5867.43   (feet)  ADJUSTED  
 PX0065  ___________________________________________________________________
 PX0065  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 PX0065  DYNAMIC HT  -        1787.354 (meters)    5864.01  (feet)  COMP
 PX0065  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 PX0065
 PX0065  VERT ORDER  -  SECOND    CLASS 0
 PX0065
 PX0065.The horizontal coordinates were scaled from a topographic map and have
 PX0065.an estimated accuracy of +/- 6 seconds.
 PX0065
 PX0065.The orthometric height was determined by differential leveling
 PX0065.and adjusted by the National Geodetic Survey in June 1991..
 PX0065
 PX0065.The geoid height was determined by GEOID03.
 PX0065
 PX0065.The dynamic height is computed by dividing the NAVD 88
 PX0065.geopotential number by the normal gravity value computed on the
 PX0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0065.degrees latitude (g = 980.6199 gals.).
 PX0065
 PX0065.The modeled gravity was interpolated from observed gravity values.
 PX0065
 PX0065;                    North         East    Units  Estimated Accuracy
 PX0065;SPC WYWC     -   399,800.      598,350.      MT  (+/- 180 meters Scaled)
 PX0065
 PX0065                          SUPERSEDED SURVEY CONTROL
 PX0065
 PX0065  NGVD 29 (??/??/92) 1787.311  (m)         5863.87   (f) ADJ UNCH    2 0
 PX0065
 PX0065.Superseded values are not recommended for survey control.
 PX0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0065.See file dsdata.txt to determine how the superseded data were derived.
 PX0065
 PX0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP784853(NAD 83)
 PX0065_MARKER: DD = SURVEY DISK
 PX0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0065_STAMPING: EL. 5855.04 213-C STA. 360+00
 PX0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0065+STABILITY: SURFACE MOTION
 PX0065
 PX0065  HISTORY     - Date     Condition        Report By
 PX0065  HISTORY     - UNK      MONUMENTED       WYHD
 PX0065  HISTORY     - 1934     GOOD             NGS
 PX0065
 PX0065                          STATION DESCRIPTION
 PX0065
 PX0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0065'7.3 MI SE FROM MEETEETSE.
 PX0065'ABOUT 7.3 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0065'AT MEETEETSE, PARK COUNTY, AND ABOUT 100 FEET SOUTH OF THE CENTER LINE
 PX0065'OF THE HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK,
 PX0065'STAMPED EL. 5855.04 213-C STA. 360+00 AND SET IN THE TOP OF A CONCRETE
 PX0065'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0063 ***********************************************************************
 PX0063  DESIGNATION -  ROUTE 120 C STA 410+00
 PX0063  PID         -  PX0063
 PX0063  STATE/COUNTY-  WY/PARK
 PX0063  USGS QUAD   -  LITTLE BUFFALO BASIN (1985)
 PX0063
 PX0063                         *CURRENT SURVEY CONTROL
 PX0063  ___________________________________________________________________
 PX0063* NAD 83(1986)-  44 05 14.     (N)    108 45 36.     (W)     SCALED    
 PX0063* NAVD 88     -      1756.921  (meters)    5764.16   (feet)  ADJUSTED  
 PX0063  ___________________________________________________________________
 PX0063  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 PX0063  DYNAMIC HT  -        1755.906 (meters)    5760.83  (feet)  COMP
 PX0063  MODELED GRAV-     979,978.7   (mgal)                       NAVD 88
 PX0063
 PX0063  VERT ORDER  -  SECOND    CLASS 0
 PX0063
 PX0063.The horizontal coordinates were scaled from a topographic map and have
 PX0063.an estimated accuracy of +/- 6 seconds.
 PX0063
 PX0063.The orthometric height was determined by differential leveling
 PX0063.and adjusted by the National Geodetic Survey in June 1991..
 PX0063
 PX0063.The geoid height was determined by GEOID03.
 PX0063
 PX0063.The dynamic height is computed by dividing the NAVD 88
 PX0063.geopotential number by the normal gravity value computed on the
 PX0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0063.degrees latitude (g = 980.6199 gals.).
 PX0063
 PX0063.The modeled gravity was interpolated from observed gravity values.
 PX0063
 PX0063;                    North         East    Units  Estimated Accuracy
 PX0063;SPC WYWC     -   398,440.      599,200.      MT  (+/- 180 meters Scaled)
 PX0063
 PX0063                          SUPERSEDED SURVEY CONTROL
 PX0063
 PX0063  NGVD 29 (??/??/92) 1755.850  (m)         5760.65   (f) ADJ UNCH    2 0
 PX0063
 PX0063.Superseded values are not recommended for survey control.
 PX0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0063.See file dsdata.txt to determine how the superseded data were derived.
 PX0063
 PX0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP793840(NAD 83)
 PX0063_MARKER: DD = SURVEY DISK
 PX0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0063_STAMPING: EL. 5751.71 213-C STA. 410+00
 PX0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0063+STABILITY: SURFACE MOTION
 PX0063
 PX0063  HISTORY     - Date     Condition        Report By
 PX0063  HISTORY     - UNK      MONUMENTED       WYHD
 PX0063  HISTORY     - 1934     GOOD             NGS
 PX0063
 PX0063                          STATION DESCRIPTION
 PX0063
 PX0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0063'8.3 MI SE FROM MEETEETSE.
 PX0063'ABOUT 8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0063'AT MEETEETSE, PARK COUNTY, AND ABOUT 100 FEET SOUTH OF THE CENTER LINE
 PX0063'OF THE HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK,
 PX0063'STAMPED EL. 5751.71 213-C STA. 410+00 AND SET IN THE TOP OF A CONCRETE
 PX0063'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0109 ***********************************************************************
 PX0109  DESIGNATION -  ROUTE 120 C STA 420+00
 PX0109  PID         -  PX0109
 PX0109  STATE/COUNTY-  WY/PARK
 PX0109  USGS QUAD   -  OREGON BASIN (1985)
 PX0109
 PX0109                         *CURRENT SURVEY CONTROL
 PX0109  ___________________________________________________________________
 PX0109* NAD 83(1986)-  44 23 00.     (N)    108 58 56.     (W)     SCALED    
 PX0109* NAVD 88     -      1659.495  (meters)    5444.53   (feet)  ADJUSTED  
 PX0109  ___________________________________________________________________
 PX0109  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 PX0109  DYNAMIC HT  -        1658.601 (meters)    5441.59  (feet)  COMP
 PX0109  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 PX0109
 PX0109  VERT ORDER  -  SECOND    CLASS 0
 PX0109
 PX0109.The horizontal coordinates were scaled from a topographic map and have
 PX0109.an estimated accuracy of +/- 6 seconds.
 PX0109
 PX0109.The orthometric height was determined by differential leveling
 PX0109.and adjusted by the National Geodetic Survey in June 1991..
 PX0109
 PX0109.The geoid height was determined by GEOID03.
 PX0109
 PX0109.The dynamic height is computed by dividing the NAVD 88
 PX0109.geopotential number by the normal gravity value computed on the
 PX0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0109.degrees latitude (g = 980.6199 gals.).
 PX0109
 PX0109.The modeled gravity was interpolated from observed gravity values.
 PX0109
 PX0109;                    North         East    Units  Estimated Accuracy
 PX0109;SPC WYWC     -   431,370.      581,500.      MT  (+/- 180 meters Scaled)
 PX0109
 PX0109                          SUPERSEDED SURVEY CONTROL
 PX0109
 PX0109  NGVD 29 (??/??/92) 1658.387  (m)         5440.89   (f) ADJ UNCH    2 0
 PX0109
 PX0109.Superseded values are not recommended for survey control.
 PX0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0109.See file dsdata.txt to determine how the superseded data were derived.
 PX0109
 PX0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ607164(NAD 83)
 PX0109_MARKER: DD = SURVEY DISK
 PX0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0109_STAMPING: EL. 5441.90 WPMH-207-C STA. 420+00
 PX0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0109+STABILITY: SURFACE MOTION
 PX0109
 PX0109  HISTORY     - Date     Condition        Report By
 PX0109  HISTORY     - UNK      MONUMENTED       WYHD
 PX0109  HISTORY     - 1934     GOOD             NGS
 PX0109  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0109
 PX0109                          STATION DESCRIPTION
 PX0109
 PX0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0109'2.4 MI SE FROM CODY.
 PX0109'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0109'AT CODY, PARK COUNTY, THENCE ABOUT 7.9 MILES SOUTH ALONG STATE HIGHWAY
 PX0109'20.  ABOUT 100 FEET SOUTHEAST OF THE SAGE CREEK BRIDGE, ABOUT 50 FEET
 PX0109'EAST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE FENCE LINE. A
 PX0109'WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 5441.90
 PX0109'WPMH-207-C STA. 420+00 AND SET IN THE TOP OF A CONCRETE POST.
 PX0109
 PX0109                          STATION RECOVERY (1979)
 PX0109
 PX0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0090 ***********************************************************************
 PX0090  DESIGNATION -  ROUTE 120 C STA 550+00
 PX0090  PID         -  PX0090
 PX0090  STATE/COUNTY-  WY/PARK
 PX0090  USGS QUAD   -  SLEEPERS RANCH (1985)
 PX0090
 PX0090                         *CURRENT SURVEY CONTROL
 PX0090  ___________________________________________________________________
 PX0090* NAD 83(1986)-  44 16 45.     (N)    108 47 33.     (W)     SCALED    
 PX0090* NAVD 88     -      1754.389  (meters)    5755.86   (feet)  ADJUSTED  
 PX0090  ___________________________________________________________________
 PX0090  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 PX0090  DYNAMIC HT  -        1753.445 (meters)    5752.76  (feet)  COMP
 PX0090  MODELED GRAV-     980,017.9   (mgal)                       NAVD 88
 PX0090
 PX0090  VERT ORDER  -  SECOND    CLASS 0
 PX0090
 PX0090.The horizontal coordinates were scaled from a topographic map and have
 PX0090.an estimated accuracy of +/- 6 seconds.
 PX0090
 PX0090.The orthometric height was determined by differential leveling
 PX0090.and adjusted by the National Geodetic Survey in June 1991..
 PX0090
 PX0090.The geoid height was determined by GEOID03.
 PX0090
 PX0090.The dynamic height is computed by dividing the NAVD 88
 PX0090.geopotential number by the normal gravity value computed on the
 PX0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0090.degrees latitude (g = 980.6199 gals.).
 PX0090
 PX0090.The modeled gravity was interpolated from observed gravity values.
 PX0090
 PX0090;                    North         East    Units  Estimated Accuracy
 PX0090;SPC WYWC     -   419,770.      596,610.      MT  (+/- 180 meters Scaled)
 PX0090
 PX0090                          SUPERSEDED SURVEY CONTROL
 PX0090
 PX0090  NGVD 29 (??/??/92) 1753.331  (m)         5752.39   (f) ADJ UNCH    2 0
 PX0090
 PX0090.Superseded values are not recommended for survey control.
 PX0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0090.See file dsdata.txt to determine how the superseded data were derived.
 PX0090
 PX0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ761052(NAD 83)
 PX0090_MARKER: DD = SURVEY DISK
 PX0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0090_STAMPING: EL. 5743.08 84 STA. 550+00
 PX0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0090+STABILITY: SURFACE MOTION
 PX0090
 PX0090  HISTORY     - Date     Condition        Report By
 PX0090  HISTORY     - UNK      MONUMENTED       WYHD
 PX0090  HISTORY     - 1934     GOOD             NGS
 PX0090  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0090
 PX0090                          STATION DESCRIPTION
 PX0090
 PX0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0090'10.3 MI NW FROM MEETEETSE.
 PX0090'ABOUT 10.3 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 PX0090'OFFICE AT MEETEETSE, PARK COUNTY, OPPOSITE THE EAST END OF THE FIRST
 PX0090'GUARD RAIL, ON A LONG WINDING GRADE, AND ABOUT 100 FEET NORTHWEST OF
 PX0090'THE CENTER LINE OF THE HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT
 PX0090'STANDARD DISK, STAMPED EL. 5743.08 84 STA. 550+00 AND SET IN THE TOP
 PX0090'OF A CONCRETE POST.
 PX0090
 PX0090                          STATION RECOVERY (1979)
 PX0090
 PX0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0072 ***********************************************************************
 PX0072  DESIGNATION -  ROUTE 120 C STA 60+00
 PX0072  PID         -  PX0072
 PX0072  STATE/COUNTY-  WY/PARK
 PX0072  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0072
 PX0072                         *CURRENT SURVEY CONTROL
 PX0072  ___________________________________________________________________
 PX0072* NAD 83(1986)-  44 09 04.     (N)    108 51 35.     (W)     SCALED    
 PX0072* NAVD 88     -      1798.485  (meters)    5900.53   (feet)  ADJUSTED  
 PX0072  ___________________________________________________________________
 PX0072  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 PX0072  DYNAMIC HT  -        1797.461 (meters)    5897.17  (feet)  COMP
 PX0072  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 PX0072
 PX0072  VERT ORDER  -  SECOND    CLASS 0
 PX0072
 PX0072.The horizontal coordinates were scaled from a topographic map and have
 PX0072.an estimated accuracy of +/- 6 seconds.
 PX0072
 PX0072.The orthometric height was determined by differential leveling
 PX0072.and adjusted by the National Geodetic Survey in June 1991..
 PX0072
 PX0072.The geoid height was determined by GEOID03.
 PX0072
 PX0072.The dynamic height is computed by dividing the NAVD 88
 PX0072.geopotential number by the normal gravity value computed on the
 PX0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0072.degrees latitude (g = 980.6199 gals.).
 PX0072
 PX0072.The modeled gravity was interpolated from observed gravity values.
 PX0072
 PX0072;                    North         East    Units  Estimated Accuracy
 PX0072;SPC WYWC     -   405,550.      591,220.      MT  (+/- 180 meters Scaled)
 PX0072
 PX0072                          SUPERSEDED SURVEY CONTROL
 PX0072
 PX0072  NGVD 29 (??/??/92) 1797.41   (m)         5897.0    (f) COMPUTED    2 0
 PX0072
 PX0072.Superseded values are not recommended for survey control.
 PX0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0072.See file dsdata.txt to determine how the superseded data were derived.
 PX0072
 PX0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP711908(NAD 83)
 PX0072_MARKER: DD = SURVEY DISK
 PX0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0072_STAMPING: EL. 5888.48 213-C STA. 60+00
 PX0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0072+STABILITY: SURFACE MOTION
 PX0072
 PX0072  HISTORY     - Date     Condition        Report By
 PX0072  HISTORY     - UNK      MONUMENTED       WYHD
 PX0072  HISTORY     - 1934     GOOD             NGS
 PX0072  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0072
 PX0072                          STATION DESCRIPTION
 PX0072
 PX0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0072'1.2 MI SE FROM MEETEETSE.
 PX0072'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0072'AT MEETEETSE, PARK COUNTY, AND ABOUT 100 FEET SOUTHWEST OF THE CENTER
 PX0072'LINE OF THE HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD
 PX0072'DISK, STAMPED EL. 5888.48 213-C STA. 60+00 AND SET IN THE TOP OF A
 PX0072'CONCRETE POST.
 PX0072
 PX0072                          STATION RECOVERY (1979)
 PX0072
 PX0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0077 ***********************************************************************
 PX0077  DESIGNATION -  ROUTE 120 C STA 60+00
 PX0077  PID         -  PX0077
 PX0077  STATE/COUNTY-  WY/PARK
 PX0077  USGS QUAD   -  MEETEETSE WEST (1985)
 PX0077
 PX0077                         *CURRENT SURVEY CONTROL
 PX0077  ___________________________________________________________________
 PX0077* NAD 83(1986)-  44 09 58.     (N)    108 52 52.     (W)     SCALED    
 PX0077* NAVD 88     -      1748.266  (meters)    5735.77   (feet)  ADJUSTED  
 PX0077  ___________________________________________________________________
 PX0077  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 PX0077  DYNAMIC HT  -        1747.273 (meters)    5732.51  (feet)  COMP
 PX0077  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 PX0077
 PX0077  VERT ORDER  -  SECOND    CLASS 0
 PX0077
 PX0077.The horizontal coordinates were scaled from a topographic map and have
 PX0077.an estimated accuracy of +/- 6 seconds.
 PX0077
 PX0077.The orthometric height was determined by differential leveling
 PX0077.and adjusted by the National Geodetic Survey in June 1991..
 PX0077
 PX0077.The geoid height was determined by GEOID03.
 PX0077
 PX0077.The dynamic height is computed by dividing the NAVD 88
 PX0077.geopotential number by the normal gravity value computed on the
 PX0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0077.degrees latitude (g = 980.6199 gals.).
 PX0077
 PX0077.The modeled gravity was interpolated from observed gravity values.
 PX0077
 PX0077;                    North         East    Units  Estimated Accuracy
 PX0077;SPC WYWC     -   407,210.      589,510.      MT  (+/- 180 meters Scaled)
 PX0077
 PX0077                          SUPERSEDED SURVEY CONTROL
 PX0077
 PX0077  NGVD 29 (??/??/92) 1747.18   (m)         5732.2    (f) COMPUTED    2 0
 PX0077
 PX0077.Superseded values are not recommended for survey control.
 PX0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0077.See file dsdata.txt to determine how the superseded data were derived.
 PX0077
 PX0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP694925(NAD 83)
 PX0077_MARKER: DD = SURVEY DISK
 PX0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0077_STAMPING: 207-C STA. 60+00
 PX0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0077+STABILITY: SURFACE MOTION
 PX0077
 PX0077  HISTORY     - Date     Condition        Report By
 PX0077  HISTORY     - UNK      MONUMENTED       WYHD
 PX0077  HISTORY     - 1934     GOOD             NGS
 PX0077
 PX0077                          STATION DESCRIPTION
 PX0077
 PX0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0077'1.3 MI N FROM MEETEETSE.
 PX0077'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 PX0077'MEETEETSE, PARK COUNTY, ABOUT 50 FEET EAST OF THE CENTER LINE OF THE
 PX0077'HIGHWAY, AND IN THE FENCE LINE.  A WYOMING STATE HIGHWAY DEPARTMENT
 PX0077'STANDARD DISK, STAMPED 207-C STA. 60+00 AND SET IN THE TOP OF A
 PX0077'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0086 ***********************************************************************
 PX0086  DESIGNATION -  ROUTE 120 STA 385+00
 PX0086  PID         -  PX0086
 PX0086  STATE/COUNTY-  WY/PARK
 PX0086  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0086
 PX0086                         *CURRENT SURVEY CONTROL
 PX0086  ___________________________________________________________________
 PX0086* NAD 83(1986)-  44 14 20.     (N)    108 49 44.     (W)     SCALED    
 PX0086* NAVD 88     -      1703.638  (meters)    5589.35   (feet)  ADJUSTED  
 PX0086  ___________________________________________________________________
 PX0086  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 PX0086  DYNAMIC HT  -        1702.700 (meters)    5586.27  (feet)  COMP
 PX0086  MODELED GRAV-     980,007.7   (mgal)                       NAVD 88
 PX0086
 PX0086  VERT ORDER  -  SECOND    CLASS 0
 PX0086
 PX0086.The horizontal coordinates were scaled from a topographic map and have
 PX0086.an estimated accuracy of +/- 6 seconds.
 PX0086
 PX0086.The orthometric height was determined by differential leveling
 PX0086.and adjusted by the National Geodetic Survey in June 1991..
 PX0086
 PX0086.The geoid height was determined by GEOID03.
 PX0086
 PX0086.The dynamic height is computed by dividing the NAVD 88
 PX0086.geopotential number by the normal gravity value computed on the
 PX0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0086.degrees latitude (g = 980.6199 gals.).
 PX0086
 PX0086.The modeled gravity was interpolated from observed gravity values.
 PX0086
 PX0086;                    North         East    Units  Estimated Accuracy
 PX0086;SPC WYWC     -   415,300.      593,700.      MT  (+/- 180 meters Scaled)
 PX0086
 PX0086                          SUPERSEDED SURVEY CONTROL
 PX0086
 PX0086  NGVD 29 (??/??/92) 1702.568  (m)         5585.84   (f) ADJ UNCH    2 0
 PX0086
 PX0086.Superseded values are not recommended for survey control.
 PX0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0086.See file dsdata.txt to determine how the superseded data were derived.
 PX0086
 PX0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ733006(NAD 83)
 PX0086_MARKER: DD = SURVEY DISK
 PX0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0086_STAMPING: EL. 5577.62 84 STA. 385+00
 PX0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0086+STABILITY: SURFACE MOTION
 PX0086
 PX0086  HISTORY     - Date     Condition        Report By
 PX0086  HISTORY     - UNK      MONUMENTED       WYHD
 PX0086  HISTORY     - 1934     GOOD             NGS
 PX0086  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0086
 PX0086                          STATION DESCRIPTION
 PX0086
 PX0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0086'7.6 MI NW FROM MEETEETSE.
 PX0086'ABOUT 7.6 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0086'AT MEETEETSE, PARK COUNTY, AND ABOUT 100 FEET NORTHWEST OF A CURVE. A
 PX0086'WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 5577.62 84
 PX0086'STA. 385+00 AND SET IN THE TOP OF A CONCRETE POST.
 PX0086
 PX0086                          STATION RECOVERY (1979)
 PX0086
 PX0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0031 ***********************************************************************
 OW0031  DESIGNATION -  ROUTE 120 STA 425+00
 OW0031  PID         -  OW0031
 OW0031  STATE/COUNTY-  WY/HOT SPRINGS
 OW0031  USGS QUAD   -  RATTLESNAKE GULCH (1965)
 OW0031
 OW0031                         *CURRENT SURVEY CONTROL
 OW0031  ___________________________________________________________________
 OW0031* NAD 83(1986)-  43 41 48.     (N)    108 20 06.     (W)     SCALED    
 OW0031* NAVD 88     -      1435.488  (meters)    4709.60   (feet)  ADJUSTED  
 OW0031  ___________________________________________________________________
 OW0031  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 OW0031  DYNAMIC HT  -        1434.733 (meters)    4707.12  (feet)  COMP
 OW0031  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 OW0031
 OW0031  VERT ORDER  -  SECOND    CLASS 0
 OW0031
 OW0031.The horizontal coordinates were scaled from a topographic map and have
 OW0031.an estimated accuracy of +/- 6 seconds.
 OW0031
 OW0031.The orthometric height was determined by differential leveling
 OW0031.and adjusted by the National Geodetic Survey in June 1991..
 OW0031
 OW0031.The geoid height was determined by GEOID03.
 OW0031
 OW0031.The dynamic height is computed by dividing the NAVD 88
 OW0031.geopotential number by the normal gravity value computed on the
 OW0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0031.degrees latitude (g = 980.6199 gals.).
 OW0031
 OW0031.The modeled gravity was interpolated from observed gravity values.
 OW0031
 OW0031;                    North         East    Units  Estimated Accuracy
 OW0031;SPC WYWC     -   355,130.      633,450.      MT  (+/- 180 meters Scaled)
 OW0031
 OW0031                          SUPERSEDED SURVEY CONTROL
 OW0031
 OW0031  NGVD 29 (??/??/92) 1434.648  (m)         4706.84   (f) ADJ UNCH    2 0
 OW0031
 OW0031.Superseded values are not recommended for survey control.
 OW0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0031.See file dsdata.txt to determine how the superseded data were derived.
 OW0031
 OW0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP147416(NAD 83)
 OW0031_MARKER: DD = SURVEY DISK
 OW0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0031_STAMPING: ELEV. 4706.08 F.A.P. 213 A-R 425+00
 OW0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0031+STABILITY: SURFACE MOTION
 OW0031
 OW0031  HISTORY     - Date     Condition        Report By
 OW0031  HISTORY     - UNK      MONUMENTED       WYHD
 OW0031  HISTORY     - 1937     GOOD             NGS
 OW0031
 OW0031                          STATION DESCRIPTION
 OW0031
 OW0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OW0031'7.9 MI W FROM THERMOPOLIS.
 OW0031'ABOUT 7.9 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0031'THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 0.1 MILE WEST OF THE JUNCTION
 OW0031'OF A DRIVE LEADING TO A WHITE RANCH HOUSE, 48 FEET NORTH OF THE CENTER
 OW0031'LINE OF THE HIGHWAY, OPPOSITE A LARGE ROCK OUTCROP, AND ON THE WEST
 OW0031'SLOPE OF A KNOLL.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK,
 OW0031'STAMPED ELEV. 4706.08 F.A.P. 213 A-R 425+00 AND SET IN THE TOP OF A
 OW0031'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0062 ***********************************************************************
 PX0062  DESIGNATION -  ROUTE 120 STA 456+00
 PX0062  PID         -  PX0062
 PX0062  STATE/COUNTY-  WY/PARK
 PX0062  USGS QUAD   -  HILLBERRY RIM (1951)
 PX0062
 PX0062                         *CURRENT SURVEY CONTROL
 PX0062  ___________________________________________________________________
 PX0062* NAD 83(1986)-  44 04 48.     (N)    108 44 41.     (W)     SCALED    
 PX0062* NAVD 88     -      1734.512  (meters)    5690.64   (feet)  ADJUSTED  
 PX0062  ___________________________________________________________________
 PX0062  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 PX0062  DYNAMIC HT  -        1733.522 (meters)    5687.40  (feet)  COMP
 PX0062  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 PX0062
 PX0062  VERT ORDER  -  SECOND    CLASS 0
 PX0062
 PX0062.The horizontal coordinates were scaled from a topographic map and have
 PX0062.an estimated accuracy of +/- 6 seconds.
 PX0062
 PX0062.The orthometric height was determined by differential leveling
 PX0062.and adjusted by the National Geodetic Survey in June 1991..
 PX0062
 PX0062.The geoid height was determined by GEOID03.
 PX0062
 PX0062.The dynamic height is computed by dividing the NAVD 88
 PX0062.geopotential number by the normal gravity value computed on the
 PX0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0062.degrees latitude (g = 980.6199 gals.).
 PX0062
 PX0062.The modeled gravity was interpolated from observed gravity values.
 PX0062
 PX0062;                    North         East    Units  Estimated Accuracy
 PX0062;SPC WYWC     -   397,640.      600,420.      MT  (+/- 180 meters Scaled)
 PX0062
 PX0062                          SUPERSEDED SURVEY CONTROL
 PX0062
 PX0062  NGVD 29 (??/??/92) 1733.456  (m)         5687.18   (f) ADJ UNCH    2 0
 PX0062
 PX0062.Superseded values are not recommended for survey control.
 PX0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0062.See file dsdata.txt to determine how the superseded data were derived.
 PX0062
 PX0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP805832(NAD 83)
 PX0062_MARKER: DD = SURVEY DISK
 PX0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0062_STAMPING: EL. 5678.28 213-C STA. 456+00
 PX0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0062+STABILITY: SURFACE MOTION
 PX0062
 PX0062  HISTORY     - Date     Condition        Report By
 PX0062  HISTORY     - UNK      MONUMENTED       WYHD
 PX0062  HISTORY     - 1934     GOOD             NGS
 PX0062
 PX0062                          STATION DESCRIPTION
 PX0062
 PX0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0062'9.2 MI SE FROM MEETEETSE.
 PX0062'ABOUT 9.2 MILES SOUTHEAST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0062'AT MEETEETSE, PARK COUNTY, ABOUT 150 FEET NORTHWEST OF THE END OF THE
 PX0062'OILED ROAD, AND ABOUT 100 FEET NORTHEAST OF THE CENTER LINE OF THE
 PX0062'HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 PX0062'EL. 5678.28 213-C STA. 456+00 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0033 ***********************************************************************
 OW0033  DESIGNATION -  ROUTE 120 STA 475+00
 OW0033  PID         -  OW0033
 OW0033  STATE/COUNTY-  WY/HOT SPRINGS
 OW0033  USGS QUAD   -  RATTLESNAKE GULCH (1965)
 OW0033
 OW0033                         *CURRENT SURVEY CONTROL
 OW0033  ___________________________________________________________________
 OW0033* NAD 83(1986)-  43 42 07.     (N)    108 21 09.     (W)     SCALED    
 OW0033* NAVD 88     -      1446.400  (meters)    4745.40   (feet)  ADJUSTED  
 OW0033  ___________________________________________________________________
 OW0033  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 OW0033  DYNAMIC HT  -        1445.633 (meters)    4742.88  (feet)  COMP
 OW0033  MODELED GRAV-     980,038.7   (mgal)                       NAVD 88
 OW0033
 OW0033  VERT ORDER  -  SECOND    CLASS 0
 OW0033
 OW0033.The horizontal coordinates were scaled from a topographic map and have
 OW0033.an estimated accuracy of +/- 6 seconds.
 OW0033
 OW0033.The orthometric height was determined by differential leveling
 OW0033.and adjusted by the National Geodetic Survey in June 1991..
 OW0033
 OW0033.The geoid height was determined by GEOID03.
 OW0033
 OW0033.The dynamic height is computed by dividing the NAVD 88
 OW0033.geopotential number by the normal gravity value computed on the
 OW0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0033.degrees latitude (g = 980.6199 gals.).
 OW0033
 OW0033.The modeled gravity was interpolated from observed gravity values.
 OW0033
 OW0033;                    North         East    Units  Estimated Accuracy
 OW0033;SPC WYWC     -   355,710.      632,040.      MT  (+/- 180 meters Scaled)
 OW0033
 OW0033                          SUPERSEDED SURVEY CONTROL
 OW0033
 OW0033  NGVD 29 (??/??/92) 1445.552  (m)         4742.62   (f) ADJ UNCH    2 0
 OW0033
 OW0033.Superseded values are not recommended for survey control.
 OW0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0033.See file dsdata.txt to determine how the superseded data were derived.
 OW0033
 OW0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP133421(NAD 83)
 OW0033_MARKER: DD = SURVEY DISK
 OW0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0033_STAMPING: ELEV. 4741.00 F.A.P. 213 A-R STA. 475+00
 OW0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0033+STABILITY: SURFACE MOTION
 OW0033
 OW0033  HISTORY     - Date     Condition        Report By
 OW0033  HISTORY     - UNK      MONUMENTED       WYHD
 OW0033  HISTORY     - 1937     GOOD             NGS
 OW0033
 OW0033                          STATION DESCRIPTION
 OW0033
 OW0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OW0033'8.9 MI W FROM THERMOPOLIS.
 OW0033'ABOUT 8.9 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0033'THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 0.1 MILE WEST OF A WOODEN
 OW0033'BRIDGE OVER A WASH, ABOUT 200 FEET EAST OF A WIRE FENCE GATE, 51 FEET
 OW0033'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND AT THE RIGHT-OF-WAY
 OW0033'FENCE.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 OW0033'ELEV. 4741.00 F.A.P. 213 A-R STA. 475+00 AND SET IN THE TOP OF A
 OW0033'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0089 ***********************************************************************
 PX0089  DESIGNATION -  ROUTE 120 STA 495+00
 PX0089  PID         -  PX0089
 PX0089  STATE/COUNTY-  WY/PARK
 PX0089  USGS QUAD   -  SLEEPERS RANCH (1985)
 PX0089
 PX0089                         *CURRENT SURVEY CONTROL
 PX0089  ___________________________________________________________________
 PX0089* NAD 83(1986)-  44 15 48.     (N)    108 47 47.     (W)     SCALED    
 PX0089* NAVD 88     -      1810.093  (meters)    5938.61   (feet)  ADJUSTED  
 PX0089  ___________________________________________________________________
 PX0089  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 PX0089  DYNAMIC HT  -        1809.118 (meters)    5935.41  (feet)  COMP
 PX0089  MODELED GRAV-     980,014.9   (mgal)                       NAVD 88
 PX0089
 PX0089  VERT ORDER  -  SECOND    CLASS 0
 PX0089
 PX0089.The horizontal coordinates were scaled from a topographic map and have
 PX0089.an estimated accuracy of +/- 6 seconds.
 PX0089
 PX0089.The orthometric height was determined by differential leveling
 PX0089.and adjusted by the National Geodetic Survey in June 1991..
 PX0089
 PX0089.The geoid height was determined by GEOID03.
 PX0089
 PX0089.The dynamic height is computed by dividing the NAVD 88
 PX0089.geopotential number by the normal gravity value computed on the
 PX0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0089.degrees latitude (g = 980.6199 gals.).
 PX0089
 PX0089.The modeled gravity was interpolated from observed gravity values.
 PX0089
 PX0089;                    North         East    Units  Estimated Accuracy
 PX0089;SPC WYWC     -   418,010.      596,300.      MT  (+/- 180 meters Scaled)
 PX0089
 PX0089                          SUPERSEDED SURVEY CONTROL
 PX0089
 PX0089  NGVD 29 (??/??/92) 1809.041  (m)         5935.16   (f) ADJ UNCH    2 0
 PX0089
 PX0089.Superseded values are not recommended for survey control.
 PX0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0089.See file dsdata.txt to determine how the superseded data were derived.
 PX0089
 PX0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ758034(NAD 83)
 PX0089_MARKER: DD = SURVEY DISK
 PX0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0089_STAMPING: EL. 5926.62 84 STA. 495+00
 PX0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0089+STABILITY: SURFACE MOTION
 PX0089
 PX0089  HISTORY     - Date     Condition        Report By
 PX0089  HISTORY     - UNK      MONUMENTED       WYHD
 PX0089  HISTORY     - 1934     GOOD             NGS
 PX0089  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0089
 PX0089                          STATION DESCRIPTION
 PX0089
 PX0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0089'9.6 MI NW FROM MEETEETSE.
 PX0089'ABOUT 9.6 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE
 PX0089'AT MEETEETSE, PARK COUNTY, ABOUT 0.1 MILE NORTH OF THE TOP OF A LONG
 PX0089'GRADE, AND ABOUT 100 FEET EAST OF THE CENTER LINE OF THE HIGHWAY. A
 PX0089'WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 5926.62 84
 PX0089'STA. 495+00 AND SET IN THE TOP OF A CONCRETE POST.
 PX0089
 PX0089                          STATION RECOVERY (1979)
 PX0089
 PX0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0034 ***********************************************************************
 OW0034  DESIGNATION -  ROUTE 120 STA 529+00
 OW0034  PID         -  OW0034
 OW0034  STATE/COUNTY-  WY/HOT SPRINGS
 OW0034  USGS QUAD   -  RATTLESNAKE GULCH (1965)
 OW0034
 OW0034                         *CURRENT SURVEY CONTROL
 OW0034  ___________________________________________________________________
 OW0034* NAD 83(1986)-  43 42 08.     (N)    108 22 22.     (W)     SCALED    
 OW0034* NAVD 88     -      1450.619  (meters)    4759.24   (feet)  ADJUSTED  
 OW0034  ___________________________________________________________________
 OW0034  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 OW0034  DYNAMIC HT  -        1449.842 (meters)    4756.69  (feet)  COMP
 OW0034  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 OW0034
 OW0034  VERT ORDER  -  SECOND    CLASS 0
 OW0034
 OW0034.The horizontal coordinates were scaled from a topographic map and have
 OW0034.an estimated accuracy of +/- 6 seconds.
 OW0034
 OW0034.The orthometric height was determined by differential leveling
 OW0034.and adjusted by the National Geodetic Survey in June 1991..
 OW0034
 OW0034.The geoid height was determined by GEOID03.
 OW0034
 OW0034.The dynamic height is computed by dividing the NAVD 88
 OW0034.geopotential number by the normal gravity value computed on the
 OW0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0034.degrees latitude (g = 980.6199 gals.).
 OW0034
 OW0034.The modeled gravity was interpolated from observed gravity values.
 OW0034
 OW0034;                    North         East    Units  Estimated Accuracy
 OW0034;SPC WYWC     -   355,740.      630,410.      MT  (+/- 180 meters Scaled)
 OW0034
 OW0034                          SUPERSEDED SURVEY CONTROL
 OW0034
 OW0034  NGVD 29 (??/??/92) 1449.761  (m)         4756.42   (f) ADJ UNCH    2 0
 OW0034
 OW0034.Superseded values are not recommended for survey control.
 OW0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0034.See file dsdata.txt to determine how the superseded data were derived.
 OW0034
 OW0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP116421(NAD 83)
 OW0034_MARKER: DD = SURVEY DISK
 OW0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0034_STAMPING: ELEV. 4655.53 F.A.P. 213 A-R STA. 529+00
 OW0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0034+STABILITY: SURFACE MOTION
 OW0034
 OW0034  HISTORY     - Date     Condition        Report By
 OW0034  HISTORY     - UNK      MONUMENTED       WYHD
 OW0034  HISTORY     - 1937     GOOD             NGS
 OW0034
 OW0034                          STATION DESCRIPTION
 OW0034
 OW0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OW0034'9.8 MI W FROM THERMOPOLIS.
 OW0034'ABOUT 9.8 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0034'THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 0.2 MILE WEST OF THE JUNCTION
 OW0034'OF DRIVE LEADING TO A RANCH HOUSE, ABOUT 225 FEET EAST OF A CONCRETE
 OW0034'BOX CULVERT, ABOUT 105 FEET EAST OF A FENCE JOG, AND 49 FEET NORTH OF
 OW0034'THE CENTER LINE OF THE HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT
 OW0034'STANDARD DISK, STAMPED ELEV. 4655.53 F.A.P. 213 A-R STA. 529+00 AND
 OW0034'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0036 ***********************************************************************
 OW0036  DESIGNATION -  ROUTE 120 STA 580+00
 OW0036  PID         -  OW0036
 OW0036  STATE/COUNTY-  WY/HOT SPRINGS
 OW0036  USGS QUAD   -  THOMPSON RESERVOIRS (1965)
 OW0036
 OW0036                         *CURRENT SURVEY CONTROL
 OW0036  ___________________________________________________________________
 OW0036* NAD 83(1986)-  43 42 07.     (N)    108 23 31.     (W)     SCALED    
 OW0036* NAVD 88     -      1467.850  (meters)    4815.77   (feet)  ADJUSTED  
 OW0036  ___________________________________________________________________
 OW0036  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 OW0036  DYNAMIC HT  -        1467.056 (meters)    4813.17  (feet)  COMP
 OW0036  MODELED GRAV-     980,027.1   (mgal)                       NAVD 88
 OW0036
 OW0036  VERT ORDER  -  SECOND    CLASS 0
 OW0036
 OW0036.The horizontal coordinates were scaled from a topographic map and have
 OW0036.an estimated accuracy of +/- 6 seconds.
 OW0036
 OW0036.The orthometric height was determined by differential leveling
 OW0036.and adjusted by the National Geodetic Survey in June 1991..
 OW0036
 OW0036.The geoid height was determined by GEOID03.
 OW0036
 OW0036.The dynamic height is computed by dividing the NAVD 88
 OW0036.geopotential number by the normal gravity value computed on the
 OW0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0036.degrees latitude (g = 980.6199 gals.).
 OW0036
 OW0036.The modeled gravity was interpolated from observed gravity values.
 OW0036
 OW0036;                    North         East    Units  Estimated Accuracy
 OW0036;SPC WYWC     -   355,700.      628,860.      MT  (+/- 180 meters Scaled)
 OW0036
 OW0036                          SUPERSEDED SURVEY CONTROL
 OW0036
 OW0036  NGVD 29 (??/??/92) 1466.983  (m)         4812.93   (f) ADJ UNCH    2 0
 OW0036
 OW0036.Superseded values are not recommended for survey control.
 OW0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0036.See file dsdata.txt to determine how the superseded data were derived.
 OW0036
 OW0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP101420(NAD 83)
 OW0036_MARKER: DD = SURVEY DISK
 OW0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0036_STAMPING: ELEV. 4811.98 F.A.P. 213 A-R STA. 580+00
 OW0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0036+STABILITY: SURFACE MOTION
 OW0036
 OW0036  HISTORY     - Date     Condition        Report By
 OW0036  HISTORY     - UNK      MONUMENTED       WYHD
 OW0036  HISTORY     - 1937     GOOD             NGS
 OW0036
 OW0036                          STATION DESCRIPTION
 OW0036
 OW0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OW0036'10.8 MI W FROM THERMOPOLIS.
 OW0036'ABOUT 10.8 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0036'THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 0.3 MILE NORTHEAST OF A RURAL
 OW0036'SCHOOL, ABOUT 400 FEET EAST OF THE JUNCTION OF A ROAD LEADING TO THE
 OW0036'SCHOOL, AT THE JUNCTION OF A ROAD LEADING NORTH TO A RANCH HOUSE, 48
 OW0036'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 44 FEET EAST OF A
 OW0036'RIGHT-OF-WAY FENCE CORNER.  A WYOMING STATE HIGHWAY DEPARTMENT
 OW0036'STANDARD DISK, STAMPED ELEV. 4811.98 F.A.P. 213 A-R STA. 580+00 AND
 OW0036'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0091 ***********************************************************************
 PX0091  DESIGNATION -  ROUTE 120 STA 605+00
 PX0091  PID         -  PX0091
 PX0091  STATE/COUNTY-  WY/PARK
 PX0091  USGS QUAD   -  SLEEPERS RANCH (1985)
 PX0091
 PX0091                         *CURRENT SURVEY CONTROL
 PX0091  ___________________________________________________________________
 PX0091* NAD 83(1986)-  44 17 16.     (N)    108 48 45.     (W)     SCALED    
 PX0091* NAVD 88     -      1741.072  (meters)    5712.17   (feet)  ADJUSTED  
 PX0091  ___________________________________________________________________
 PX0091  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 PX0091  DYNAMIC HT  -        1740.132 (meters)    5709.08  (feet)  COMP
 PX0091  MODELED GRAV-     980,016.5   (mgal)                       NAVD 88
 PX0091
 PX0091  VERT ORDER  -  SECOND    CLASS 0
 PX0091
 PX0091.The horizontal coordinates were scaled from a topographic map and have
 PX0091.an estimated accuracy of +/- 6 seconds.
 PX0091
 PX0091.The orthometric height was determined by differential leveling
 PX0091.and adjusted by the National Geodetic Survey in June 1991..
 PX0091
 PX0091.The geoid height was determined by GEOID03.
 PX0091
 PX0091.The dynamic height is computed by dividing the NAVD 88
 PX0091.geopotential number by the normal gravity value computed on the
 PX0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0091.degrees latitude (g = 980.6199 gals.).
 PX0091
 PX0091.The modeled gravity was interpolated from observed gravity values.
 PX0091
 PX0091;                    North         East    Units  Estimated Accuracy
 PX0091;SPC WYWC     -   420,730.      595,010.      MT  (+/- 180 meters Scaled)
 PX0091
 PX0091                          SUPERSEDED SURVEY CONTROL
 PX0091
 PX0091  NGVD 29 (??/??/92) 1740.007  (m)         5708.67   (f) ADJ UNCH    2 0
 PX0091
 PX0091.Superseded values are not recommended for survey control.
 PX0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0091.See file dsdata.txt to determine how the superseded data were derived.
 PX0091
 PX0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ745061(NAD 83)
 PX0091_MARKER: DD = SURVEY DISK
 PX0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0091_STAMPING: EL. 5700.02 84 STA. 605+00
 PX0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0091+STABILITY: SURFACE MOTION
 PX0091
 PX0091  HISTORY     - Date     Condition        Report By
 PX0091  HISTORY     - UNK      MONUMENTED       WYHD
 PX0091  HISTORY     - 1934     GOOD             NGS
 PX0091  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0091
 PX0091                          STATION DESCRIPTION
 PX0091
 PX0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0091'11.3 MI NW FROM MEETEETSE.
 PX0091'ABOUT 11.3 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 PX0091'OFFICE AT MEETEETSE, PARK COUNTY, AND ABOUT 100 FEET NORTHEAST OF THE
 PX0091'CENTER LINE OF THE HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT
 PX0091'STANDARD DISK, STAMPED EL. 5700.02 84 STA. 605+00 AND SET IN THE TOP
 PX0091'OF A CONCRETE POST.
 PX0091
 PX0091                          STATION RECOVERY (1979)
 PX0091
 PX0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0037 ***********************************************************************
 OW0037  DESIGNATION -  ROUTE 120 STA 636+00
 OW0037  PID         -  OW0037
 OW0037  STATE/COUNTY-  WY/HOT SPRINGS
 OW0037  USGS QUAD   -  THOMPSON RESERVOIRS (1965)
 OW0037
 OW0037                         *CURRENT SURVEY CONTROL
 OW0037  ___________________________________________________________________
 OW0037* NAD 83(1986)-  43 42 08.     (N)    108 24 48.     (W)     SCALED    
 OW0037* NAVD 88     -      1484.384  (meters)    4870.02   (feet)  ADJUSTED  
 OW0037  ___________________________________________________________________
 OW0037  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 OW0037  DYNAMIC HT  -        1483.574 (meters)    4867.36  (feet)  COMP
 OW0037  MODELED GRAV-     980,022.3   (mgal)                       NAVD 88
 OW0037
 OW0037  VERT ORDER  -  SECOND    CLASS 0
 OW0037
 OW0037.The horizontal coordinates were scaled from a topographic map and have
 OW0037.an estimated accuracy of +/- 6 seconds.
 OW0037
 OW0037.The orthometric height was determined by differential leveling
 OW0037.and adjusted by the National Geodetic Survey in June 1991..
 OW0037
 OW0037.The geoid height was determined by GEOID03.
 OW0037
 OW0037.The dynamic height is computed by dividing the NAVD 88
 OW0037.geopotential number by the normal gravity value computed on the
 OW0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0037.degrees latitude (g = 980.6199 gals.).
 OW0037
 OW0037.The modeled gravity was interpolated from observed gravity values.
 OW0037
 OW0037;                    North         East    Units  Estimated Accuracy
 OW0037;SPC WYWC     -   355,720.      627,140.      MT  (+/- 180 meters Scaled)
 OW0037
 OW0037                          SUPERSEDED SURVEY CONTROL
 OW0037
 OW0037  NGVD 29 (??/??/92) 1483.507  (m)         4867.14   (f) ADJ UNCH    2 0
 OW0037
 OW0037.Superseded values are not recommended for survey control.
 OW0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0037.See file dsdata.txt to determine how the superseded data were derived.
 OW0037
 OW0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP084420(NAD 83)
 OW0037_MARKER: DD = SURVEY DISK
 OW0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0037_STAMPING: ELEV. 4866.25 F.A.P. 213 A-R STA. 636+00
 OW0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0037+STABILITY: SURFACE MOTION
 OW0037
 OW0037  HISTORY     - Date     Condition        Report By
 OW0037  HISTORY     - UNK      MONUMENTED       WYHD
 OW0037  HISTORY     - 1937     GOOD             NGS
 OW0037
 OW0037                          STATION DESCRIPTION
 OW0037
 OW0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OW0037'11.9 MI W FROM THERMOPOLIS.
 OW0037'ABOUT 11.9 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0037'THERMOPOLIS, HOT SPRINGS COUNTY, AT THE JUNCTION OF A ROAD LEADING
 OW0037'NORTH, 86 FEET EAST OF THE CENTER LINE OF THE ROAD, 51 FEET NORTH OF
 OW0037'THE CENTER LINE OF THE HIGHWAY, 62 FEET EAST OF A FENCE CORNER, AND AT
 OW0037'THE RIGHT-OF-WAY FENCE.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD
 OW0037'DISK, STAMPED ELEV. 4866.25 F.A.P. 213 A-R STA. 636+00 AND SET IN THE
 OW0037'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0093 ***********************************************************************
 PX0093  DESIGNATION -  ROUTE 120 STA 660+00
 PX0093  PID         -  PX0093
 PX0093  STATE/COUNTY-  WY/PARK
 PX0093  USGS QUAD   -  SLEEPERS RANCH (1985)
 PX0093
 PX0093                         *CURRENT SURVEY CONTROL
 PX0093  ___________________________________________________________________
 PX0093* NAD 83(1986)-  44 18 03.     (N)    108 50 12.     (W)     SCALED    
 PX0093* NAVD 88     -      1757.136  (meters)    5764.87   (feet)  ADJUSTED  
 PX0093  ___________________________________________________________________
 PX0093  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 PX0093  DYNAMIC HT  -        1756.184 (meters)    5761.75  (feet)  COMP
 PX0093  MODELED GRAV-     980,014.1   (mgal)                       NAVD 88
 PX0093
 PX0093  VERT ORDER  -  SECOND    CLASS 0
 PX0093
 PX0093.The horizontal coordinates were scaled from a topographic map and have
 PX0093.an estimated accuracy of +/- 6 seconds.
 PX0093
 PX0093.The orthometric height was determined by differential leveling
 PX0093.and adjusted by the National Geodetic Survey in June 1991..
 PX0093
 PX0093.The geoid height was determined by GEOID03.
 PX0093
 PX0093.The dynamic height is computed by dividing the NAVD 88
 PX0093.geopotential number by the normal gravity value computed on the
 PX0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0093.degrees latitude (g = 980.6199 gals.).
 PX0093
 PX0093.The modeled gravity was interpolated from observed gravity values.
 PX0093
 PX0093;                    North         East    Units  Estimated Accuracy
 PX0093;SPC WYWC     -   422,180.      593,080.      MT  (+/- 180 meters Scaled)
 PX0093
 PX0093                          SUPERSEDED SURVEY CONTROL
 PX0093
 PX0093  NGVD 29 (??/??/92) 1756.064  (m)         5761.35   (f) ADJ UNCH    2 0
 PX0093
 PX0093.Superseded values are not recommended for survey control.
 PX0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0093.See file dsdata.txt to determine how the superseded data were derived.
 PX0093
 PX0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ725075(NAD 83)
 PX0093_MARKER: DD = SURVEY DISK
 PX0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0093_STAMPING: EL. 5752.61 84 STA. 660+00
 PX0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0093+STABILITY: SURFACE MOTION
 PX0093
 PX0093  HISTORY     - Date     Condition        Report By
 PX0093  HISTORY     - UNK      MONUMENTED       WYHD
 PX0093  HISTORY     - 1934     GOOD             NGS
 PX0093  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0093
 PX0093                          STATION DESCRIPTION
 PX0093
 PX0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0093'12.7 MI NW FROM MEETEETSE.
 PX0093'ABOUT 12.7 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 PX0093'OFFICE AT MEETEETSE, PARK COUNTY, AND ABOUT 100 FEET NORTHEAST OF THE
 PX0093'CENTER LINE OF THE HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT
 PX0093'STANDARD DISK, STAMPED EL. 5752.61 84 STA. 660+00 AND SET IN THE TOP
 PX0093'OF A CONCRETE POST.
 PX0093
 PX0093                          STATION RECOVERY (1979)
 PX0093
 PX0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0094 ***********************************************************************
 PX0094  DESIGNATION -  ROUTE 120 STA 666+00
 PX0094  PID         -  PX0094
 PX0094  STATE/COUNTY-  WY/PARK
 PX0094  USGS QUAD   -  SLEEPERS RANCH (1985)
 PX0094
 PX0094                         *CURRENT SURVEY CONTROL
 PX0094  ___________________________________________________________________
 PX0094* NAD 83(1986)-  44 18 00.     (N)    108 50 26.     (W)     SCALED    
 PX0094* NAVD 88     -      1760.262  (meters)    5775.13   (feet)  ADJUSTED  
 PX0094  ___________________________________________________________________
 PX0094  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 PX0094  DYNAMIC HT  -        1759.306 (meters)    5771.99  (feet)  COMP
 PX0094  MODELED GRAV-     980,013.0   (mgal)                       NAVD 88
 PX0094
 PX0094  VERT ORDER  -  SECOND    CLASS 0
 PX0094
 PX0094.The horizontal coordinates were scaled from a topographic map and have
 PX0094.an estimated accuracy of +/- 6 seconds.
 PX0094
 PX0094.The orthometric height was determined by differential leveling
 PX0094.and adjusted by the National Geodetic Survey in June 1991..
 PX0094
 PX0094.The geoid height was determined by GEOID03.
 PX0094
 PX0094.The dynamic height is computed by dividing the NAVD 88
 PX0094.geopotential number by the normal gravity value computed on the
 PX0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0094.degrees latitude (g = 980.6199 gals.).
 PX0094
 PX0094.The modeled gravity was interpolated from observed gravity values.
 PX0094
 PX0094;                    North         East    Units  Estimated Accuracy
 PX0094;SPC WYWC     -   422,090.      592,770.      MT  (+/- 180 meters Scaled)
 PX0094
 PX0094                          SUPERSEDED SURVEY CONTROL
 PX0094
 PX0094  NGVD 29 (??/??/92) 1759.185  (m)         5771.59   (f) ADJ UNCH    2 0
 PX0094
 PX0094.Superseded values are not recommended for survey control.
 PX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0094.See file dsdata.txt to determine how the superseded data were derived.
 PX0094
 PX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ722074(NAD 83)
 PX0094_MARKER: DD = SURVEY DISK
 PX0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0094_STAMPING: EL. 5762.95 126 STA. 666+00
 PX0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0094+STABILITY: SURFACE MOTION
 PX0094
 PX0094  HISTORY     - Date     Condition        Report By
 PX0094  HISTORY     - UNK      MONUMENTED       WYHD
 PX0094  HISTORY     - 1934     GOOD             NGS
 PX0094  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0094
 PX0094                          STATION DESCRIPTION
 PX0094
 PX0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0094'2.4 MI SE FROM CODY.
 PX0094'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0094'AT CODY, PARK COUNTY, THENCE ABOUT 17.3 MILES SOUTHEAST ALONG STATE
 PX0094'HIGHWAY 120, AND ABOUT 100 FEET NORTHEAST OF THE CENTER LINE OF THE
 PX0094'HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 PX0094'EL. 5762.95 126 STA. 666+00 AND SET IN THE TOP OF A CONCRETE POST.
 PX0094
 PX0094                          STATION RECOVERY (1979)
 PX0094
 PX0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0040 ***********************************************************************
 OW0040  DESIGNATION -  ROUTE 120 STA 688+00
 OW0040  PID         -  OW0040
 OW0040  STATE/COUNTY-  WY/HOT SPRINGS
 OW0040  USGS QUAD   -  THOMPSON RESERVOIRS (1965)
 OW0040
 OW0040                         *CURRENT SURVEY CONTROL
 OW0040  ___________________________________________________________________
 OW0040* NAD 83(1986)-  43 42 07.     (N)    108 25 59.     (W)     SCALED    
 OW0040* NAVD 88     -      1501.412  (meters)    4925.88   (feet)  ADJUSTED  
 OW0040  ___________________________________________________________________
 OW0040  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 OW0040  DYNAMIC HT  -        1500.591 (meters)    4923.19  (feet)  COMP
 OW0040  MODELED GRAV-     980,020.2   (mgal)                       NAVD 88
 OW0040
 OW0040  VERT ORDER  -  SECOND    CLASS 0
 OW0040
 OW0040.The horizontal coordinates were scaled from a topographic map and have
 OW0040.an estimated accuracy of +/- 6 seconds.
 OW0040
 OW0040.The orthometric height was determined by differential leveling
 OW0040.and adjusted by the National Geodetic Survey in June 1991..
 OW0040
 OW0040.The geoid height was determined by GEOID03.
 OW0040
 OW0040.The dynamic height is computed by dividing the NAVD 88
 OW0040.geopotential number by the normal gravity value computed on the
 OW0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0040.degrees latitude (g = 980.6199 gals.).
 OW0040
 OW0040.The modeled gravity was interpolated from observed gravity values.
 OW0040
 OW0040;                    North         East    Units  Estimated Accuracy
 OW0040;SPC WYWC     -   355,680.      625,550.      MT  (+/- 180 meters Scaled)
 OW0040
 OW0040                          SUPERSEDED SURVEY CONTROL
 OW0040
 OW0040  NGVD 29 (??/??/92) 1500.528  (m)         4922.98   (f) ADJ UNCH    2 0
 OW0040
 OW0040.Superseded values are not recommended for survey control.
 OW0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0040.See file dsdata.txt to determine how the superseded data were derived.
 OW0040
 OW0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP068419(NAD 83)
 OW0040_MARKER: DD = SURVEY DISK
 OW0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0040_STAMPING: ELEV. 4922.10 F.A.P. 213 A-R STA. 688+00
 OW0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0040+STABILITY: SURFACE MOTION
 OW0040
 OW0040  HISTORY     - Date     Condition        Report By
 OW0040  HISTORY     - UNK      MONUMENTED       WYHD
 OW0040  HISTORY     - 1937     GOOD             NGS
 OW0040
 OW0040                          STATION DESCRIPTION
 OW0040
 OW0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 OW0040'12.9 MI W FROM THERMOPOLIS.
 OW0040'ABOUT 12.9 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0040'THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 120 FEET EAST OF THE CENTER OF
 OW0040'THE JUNCTION OF THE HAMILTON DOME TRUCK ROAD, AND 48 FEET SOUTH OF THE
 OW0040'CENTER LINE OF THE HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT
 OW0040'STANDARD DISK, STAMPED ELEV. 4922.10 F.A.P. 213 A-R STA. 688+00 AND
 OW0040'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0097 ***********************************************************************
 PX0097  DESIGNATION -  ROUTE 120 STA 712+00
 PX0097  PID         -  PX0097
 PX0097  STATE/COUNTY-  WY/PARK
 PX0097  USGS QUAD   -  SLEEPERS RANCH (1985)
 PX0097
 PX0097                         *CURRENT SURVEY CONTROL
 PX0097  ___________________________________________________________________
 PX0097* NAD 83(1986)-  44 18 10.     (N)    108 51 33.     (W)     SCALED    
 PX0097* NAVD 88     -      1736.734  (meters)    5697.93   (feet)  ADJUSTED  
 PX0097  ___________________________________________________________________
 PX0097  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 PX0097  DYNAMIC HT  -        1735.782 (meters)    5694.81  (feet)  COMP
 PX0097  MODELED GRAV-     980,008.8   (mgal)                       NAVD 88
 PX0097
 PX0097  VERT ORDER  -  SECOND    CLASS 0
 PX0097
 PX0097.The horizontal coordinates were scaled from a topographic map and have
 PX0097.an estimated accuracy of +/- 6 seconds.
 PX0097
 PX0097.The orthometric height was determined by differential leveling
 PX0097.and adjusted by the National Geodetic Survey in June 1991..
 PX0097
 PX0097.The geoid height was determined by GEOID03.
 PX0097
 PX0097.The dynamic height is computed by dividing the NAVD 88
 PX0097.geopotential number by the normal gravity value computed on the
 PX0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0097.degrees latitude (g = 980.6199 gals.).
 PX0097
 PX0097.The modeled gravity was interpolated from observed gravity values.
 PX0097
 PX0097;                    North         East    Units  Estimated Accuracy
 PX0097;SPC WYWC     -   422,400.      591,290.      MT  (+/- 180 meters Scaled)
 PX0097
 PX0097                          SUPERSEDED SURVEY CONTROL
 PX0097
 PX0097  NGVD 29 (??/??/92) 1735.646  (m)         5694.37   (f) ADJ UNCH    2 0
 PX0097
 PX0097.Superseded values are not recommended for survey control.
 PX0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0097.See file dsdata.txt to determine how the superseded data were derived.
 PX0097
 PX0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ707077(NAD 83)
 PX0097_MARKER: DD = SURVEY DISK
 PX0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0097_STAMPING: EL. 5686.08 126 STA. 712+00
 PX0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0097+STABILITY: SURFACE MOTION
 PX0097
 PX0097  HISTORY     - Date     Condition        Report By
 PX0097  HISTORY     - UNK      MONUMENTED       WYHD
 PX0097  HISTORY     - 1934     GOOD             NGS
 PX0097  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0097
 PX0097                          STATION DESCRIPTION
 PX0097
 PX0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0097'2.4 MI SE FROM CODY.
 PX0097'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0097'AT CODY, PARK COUNTY, THENCE ABOUT 15.4 MILES SOUTHEAST ALONG STATE
 PX0097'HIGHWAY 120.  NEAR A STEEP BLUFF, AT A CURVE IN THE OLD ROAD, AND
 PX0097'ABOUT 120 FEET SOUTHEAST OF THE CENTER LINE OF  THE HIGHWAY.  A
 PX0097'WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 5686.08
 PX0097'126 STA. 712+00 AND SET IN THE TOP OF A CONCRETE POST.
 PX0097
 PX0097                          STATION RECOVERY (1979)
 PX0097
 PX0097'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0096 ***********************************************************************
 PX0096  DESIGNATION -  ROUTE 120 STA 758+00
 PX0096  PID         -  PX0096
 PX0096  STATE/COUNTY-  WY/PARK
 PX0096  USGS QUAD   -  ELK BUTTE (1985)
 PX0096
 PX0096                         *CURRENT SURVEY CONTROL
 PX0096  ___________________________________________________________________
 PX0096* NAD 83(1986)-  44 18 30.     (N)    108 52 37.     (W)     SCALED    
 PX0096* NAVD 88     -      1700.950  (meters)    5580.53   (feet)  ADJUSTED  
 PX0096  ___________________________________________________________________
 PX0096  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 PX0096  DYNAMIC HT  -        1700.009 (meters)    5577.45  (feet)  COMP
 PX0096  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 PX0096
 PX0096  VERT ORDER  -  SECOND    CLASS 0
 PX0096
 PX0096.The horizontal coordinates were scaled from a topographic map and have
 PX0096.an estimated accuracy of +/- 6 seconds.
 PX0096
 PX0096.The orthometric height was determined by differential leveling
 PX0096.and adjusted by the National Geodetic Survey in June 1991..
 PX0096
 PX0096.The geoid height was determined by GEOID03.
 PX0096
 PX0096.The dynamic height is computed by dividing the NAVD 88
 PX0096.geopotential number by the normal gravity value computed on the
 PX0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0096.degrees latitude (g = 980.6199 gals.).
 PX0096
 PX0096.The modeled gravity was interpolated from observed gravity values.
 PX0096
 PX0096;                    North         East    Units  Estimated Accuracy
 PX0096;SPC WYWC     -   423,020.      589,870.      MT  (+/- 180 meters Scaled)
 PX0096
 PX0096                          SUPERSEDED SURVEY CONTROL
 PX0096
 PX0096  NGVD 29 (??/??/92) 1699.847  (m)         5576.91   (f) ADJ UNCH    2 0
 PX0096
 PX0096.Superseded values are not recommended for survey control.
 PX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0096.See file dsdata.txt to determine how the superseded data were derived.
 PX0096
 PX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ693083(NAD 83)
 PX0096_MARKER: DD = SURVEY DISK
 PX0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0096_STAMPING: EL. 5568.53 126 STA. 758+00
 PX0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0096+STABILITY: SURFACE MOTION
 PX0096
 PX0096  HISTORY     - Date     Condition        Report By
 PX0096  HISTORY     - UNK      MONUMENTED       WYHD
 PX0096  HISTORY     - 1934     GOOD             NGS
 PX0096  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0096
 PX0096                          STATION DESCRIPTION
 PX0096
 PX0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0096'2.4 MI SE FROM CODY.
 PX0096'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0096'AT CODY, PARK COUNTY, THENCE ABOUT 15.5 MILES SOUTHEAST ALONG STATE
 PX0096'HIGHWAY 120.  ABOUT 150 FEET SOUTHWEST OF THE DRY CREEK BRIDGE, AND
 PX0096'ABOUT 100 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A WYOMING
 PX0096'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 5568.53 126 STA.
 PX0096'758+00 AND SET IN THE TOP OF A CONCRETE POST.
 PX0096
 PX0096                          STATION RECOVERY (1979)
 PX0096
 PX0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0098 ***********************************************************************
 PX0098  DESIGNATION -  ROUTE 120 STA 804+00
 PX0098  PID         -  PX0098
 PX0098  STATE/COUNTY-  WY/PARK
 PX0098  USGS QUAD   -  ELK BUTTE (1985)
 PX0098
 PX0098                         *CURRENT SURVEY CONTROL
 PX0098  ___________________________________________________________________
 PX0098* NAD 83(1986)-  44 19 01.     (N)    108 53 18.     (W)     SCALED    
 PX0098* NAVD 88     -      1713.016  (meters)    5620.12   (feet)  ADJUSTED  
 PX0098  ___________________________________________________________________
 PX0098  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 PX0098  DYNAMIC HT  -        1712.069 (meters)    5617.01  (feet)  COMP
 PX0098  MODELED GRAV-     980,005.0   (mgal)                       NAVD 88
 PX0098
 PX0098  VERT ORDER  -  SECOND    CLASS 0
 PX0098
 PX0098.The horizontal coordinates were scaled from a topographic map and have
 PX0098.an estimated accuracy of +/- 6 seconds.
 PX0098
 PX0098.The orthometric height was determined by differential leveling
 PX0098.and adjusted by the National Geodetic Survey in June 1991..
 PX0098
 PX0098.The geoid height was determined by GEOID03.
 PX0098
 PX0098.The dynamic height is computed by dividing the NAVD 88
 PX0098.geopotential number by the normal gravity value computed on the
 PX0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0098.degrees latitude (g = 980.6199 gals.).
 PX0098
 PX0098.The modeled gravity was interpolated from observed gravity values.
 PX0098
 PX0098;                    North         East    Units  Estimated Accuracy
 PX0098;SPC WYWC     -   423,970.      588,970.      MT  (+/- 180 meters Scaled)
 PX0098
 PX0098                          SUPERSEDED SURVEY CONTROL
 PX0098
 PX0098  NGVD 29 (??/??/92) 1711.912  (m)         5616.50   (f) ADJ UNCH    2 0
 PX0098
 PX0098.Superseded values are not recommended for survey control.
 PX0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0098.See file dsdata.txt to determine how the superseded data were derived.
 PX0098
 PX0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ683092(NAD 83)
 PX0098_MARKER: DD = SURVEY DISK
 PX0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0098_STAMPING: EL. 5608.29 126 STA. 804+00
 PX0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0098+STABILITY: SURFACE MOTION
 PX0098
 PX0098  HISTORY     - Date     Condition        Report By
 PX0098  HISTORY     - UNK      MONUMENTED       WYHD
 PX0098  HISTORY     - 1934     GOOD             NGS
 PX0098  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0098
 PX0098                          STATION DESCRIPTION
 PX0098
 PX0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0098'2.4 MI SE FROM CODY.
 PX0098'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0098'AT CODY, PARK COUNTY, THENCE ABOUT 14.5 MILES SOUTHEAST ALONG STATE
 PX0098'HIGHWAY 120.  ABOUT 120 FEET SOUTHEAST OF A TRIANGLE-SHAPED POST
 PX0098'BETWEEN TWO SIGNS FAP 126 AND FLHP 3-A, AND ABOUT 100 FEET EAST OF THE
 PX0098'CENTER LINE OF THE HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT
 PX0098'STANDARD DISK, STAMPED EL. 5608.29 126 STA. 804+00 AND SET IN THE TOP
 PX0098'OF A CONCRETE POST.
 PX0098
 PX0098                          STATION RECOVERY (1979)
 PX0098
 PX0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0053 ***********************************************************************
 MP0053  DESIGNATION -  ROUTE 130 STA 1229+50
 MP0053  PID         -  MP0053
 MP0053  STATE/COUNTY-  WY/ALBANY
 MP0053  USGS QUAD   -  REX LAKE (1992)
 MP0053
 MP0053                         *CURRENT SURVEY CONTROL
 MP0053  ___________________________________________________________________
 MP0053* NAD 83(1986)-  41 17 50.     (N)    106 02 49.     (W)     SCALED    
 MP0053* NAVD 88     -      2363.275  (meters)    7753.51   (feet)  ADJUSTED  
 MP0053  ___________________________________________________________________
 MP0053  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 MP0053  DYNAMIC HT  -        2361.078 (meters)    7746.30  (feet)  COMP
 MP0053  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 MP0053
 MP0053  VERT ORDER  -  FIRST     CLASS II
 MP0053
 MP0053.The horizontal coordinates were scaled from a topographic map and have
 MP0053.an estimated accuracy of +/- 6 seconds.
 MP0053
 MP0053.The orthometric height was determined by differential leveling
 MP0053.and adjusted by the National Geodetic Survey in June 1991..
 MP0053
 MP0053.The geoid height was determined by GEOID03.
 MP0053
 MP0053.The dynamic height is computed by dividing the NAVD 88
 MP0053.geopotential number by the normal gravity value computed on the
 MP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0053.degrees latitude (g = 980.6199 gals.).
 MP0053
 MP0053.The modeled gravity was interpolated from observed gravity values.
 MP0053
 MP0053;                    North         East    Units  Estimated Accuracy
 MP0053;SPC WY E     -    88,900.      126,280.      MT  (+/- 180 meters Scaled)
 MP0053
 MP0053                          SUPERSEDED SURVEY CONTROL
 MP0053
 MP0053  NGVD 29 (??/??/92) 2362.07   (m)         7749.6    (f) COMPUTED    1 2
 MP0053
 MP0053.Superseded values are not recommended for survey control.
 MP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0053.See file dsdata.txt to determine how the superseded data were derived.
 MP0053
 MP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF123722(NAD 83)
 MP0053_MARKER: DD = SURVEY DISK
 MP0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0053_STAMPING: 1229 + 50 7748.31
 MP0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0053+STABILITY: SURFACE MOTION
 MP0053
 MP0053  HISTORY     - Date     Condition        Report By
 MP0053  HISTORY     - UNK      MONUMENTED       WYHD
 MP0053  HISTORY     - 1956     GOOD             NGS
 MP0053
 MP0053                          STATION DESCRIPTION
 MP0053
 MP0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0053'4.7 MI E FROM CENTENNIAL.
 MP0053'4.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0053'FROM THE STATION AT CENTENNIAL, 101 FEET NORTH OF THE CENTER LINE OF
 MP0053'STATE HIGHWAY 130, 62.3 FEET SOUTH OF THE 2ND POLE EAST OF MILEPOST
 MP0053'25, 31.3 FEET SOUTH OF THE SOUTH RAIL, 4.3 FEET NORTHWEST OF A WITNESS
 MP0053'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MP0053'THE GROUND, 2.6 FEET NORTH OF A FENCE, IN SECTION 4, TOWNSHIP 15
 MP0053'NORTH, RANGE 77 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0107 ***********************************************************************
 PX0107  DESIGNATION -  ROUTE 20 A STA 470+00
 PX0107  PID         -  PX0107
 PX0107  STATE/COUNTY-  WY/PARK
 PX0107  USGS QUAD   -  ELK BUTTE (1985)
 PX0107
 PX0107                         *CURRENT SURVEY CONTROL
 PX0107  ___________________________________________________________________
 PX0107* NAD 83(1986)-  44 22 04.     (N)    108 58 47.     (W)     SCALED    
 PX0107* NAVD 88     -      1701.505  (meters)    5582.35   (feet)  ADJUSTED  
 PX0107  ___________________________________________________________________
 PX0107  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 PX0107  DYNAMIC HT  -        1700.582 (meters)    5579.33  (feet)  COMP
 PX0107  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 PX0107
 PX0107  VERT ORDER  -  SECOND    CLASS 0
 PX0107
 PX0107.The horizontal coordinates were scaled from a topographic map and have
 PX0107.an estimated accuracy of +/- 6 seconds.
 PX0107
 PX0107.The orthometric height was determined by differential leveling
 PX0107.and adjusted by the National Geodetic Survey in June 1991..
 PX0107
 PX0107.The geoid height was determined by GEOID03.
 PX0107
 PX0107.The dynamic height is computed by dividing the NAVD 88
 PX0107.geopotential number by the normal gravity value computed on the
 PX0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0107.degrees latitude (g = 980.6199 gals.).
 PX0107
 PX0107.The modeled gravity was interpolated from observed gravity values.
 PX0107
 PX0107;                    North         East    Units  Estimated Accuracy
 PX0107;SPC WYWC     -   429,640.      581,690.      MT  (+/- 180 meters Scaled)
 PX0107
 PX0107                          SUPERSEDED SURVEY CONTROL
 PX0107
 PX0107  NGVD 29 (??/??/92) 1700.397  (m)         5578.72   (f) ADJ UNCH    2 0
 PX0107
 PX0107.Superseded values are not recommended for survey control.
 PX0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0107.See file dsdata.txt to determine how the superseded data were derived.
 PX0107
 PX0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ609147(NAD 83)
 PX0107_MARKER: DD = SURVEY DISK
 PX0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0107_STAMPING: EL. 5569.27 FLHP-3-A STA. 470+00
 PX0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0107+STABILITY: SURFACE MOTION
 PX0107
 PX0107  HISTORY     - Date     Condition        Report By
 PX0107  HISTORY     - UNK      MONUMENTED       WYHD
 PX0107  HISTORY     - 1934     GOOD             NGS
 PX0107  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0107
 PX0107                          STATION DESCRIPTION
 PX0107
 PX0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0107'2.4 MI SE FROM CODY.
 PX0107'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0107'AT CODY, PARK COUNTY, THENCE ABOUT 8.9 MILES SOUTH ALONG STATE HIGHWAY
 PX0107'20.  AND ABOUT 100 FEET EAST OF THE CENTER LINE OF THE HIGHWAY. A
 PX0107'WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 5569.27
 PX0107'FLHP-3-A STA. 470+00 AND SET IN THE TOP OF A CONCRETE POST.
 PX0107
 PX0107                          STATION RECOVERY (1979)
 PX0107
 PX0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0106 ***********************************************************************
 PX0106  DESIGNATION -  ROUTE 20 A STA 520+00
 PX0106  PID         -  PX0106
 PX0106  STATE/COUNTY-  WY/PARK
 PX0106  USGS QUAD   -  ELK BUTTE (1985)
 PX0106
 PX0106                         *CURRENT SURVEY CONTROL
 PX0106  ___________________________________________________________________
 PX0106* NAD 83(1986)-  44 21 22.     (N)    108 58 10.     (W)     SCALED    
 PX0106* NAVD 88     -      1705.629  (meters)    5595.88   (feet)  ADJUSTED  
 PX0106  ___________________________________________________________________
 PX0106  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 PX0106  DYNAMIC HT  -        1704.697 (meters)    5592.83  (feet)  COMP
 PX0106  MODELED GRAV-     980,011.6   (mgal)                       NAVD 88
 PX0106
 PX0106  VERT ORDER  -  SECOND    CLASS 0
 PX0106
 PX0106.The horizontal coordinates were scaled from a topographic map and have
 PX0106.an estimated accuracy of +/- 6 seconds.
 PX0106
 PX0106.The orthometric height was determined by differential leveling
 PX0106.and adjusted by the National Geodetic Survey in June 1991..
 PX0106
 PX0106.The geoid height was determined by GEOID03.
 PX0106
 PX0106.The dynamic height is computed by dividing the NAVD 88
 PX0106.geopotential number by the normal gravity value computed on the
 PX0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0106.degrees latitude (g = 980.6199 gals.).
 PX0106
 PX0106.The modeled gravity was interpolated from observed gravity values.
 PX0106
 PX0106;                    North         East    Units  Estimated Accuracy
 PX0106;SPC WYWC     -   428,340.      582,510.      MT  (+/- 180 meters Scaled)
 PX0106
 PX0106                          SUPERSEDED SURVEY CONTROL
 PX0106
 PX0106  NGVD 29 (??/??/92) 1704.516  (m)         5592.23   (f) ADJ UNCH    2 0
 PX0106
 PX0106.Superseded values are not recommended for survey control.
 PX0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0106.See file dsdata.txt to determine how the superseded data were derived.
 PX0106
 PX0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ618134(NAD 83)
 PX0106_MARKER: DD = SURVEY DISK
 PX0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0106_STAMPING: EL. 5582.67 FLHP-3-A STA. 520+00
 PX0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0106+STABILITY: SURFACE MOTION
 PX0106
 PX0106  HISTORY     - Date     Condition        Report By
 PX0106  HISTORY     - UNK      MONUMENTED       WYHD
 PX0106  HISTORY     - 1934     GOOD             NGS
 PX0106  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0106
 PX0106                          STATION DESCRIPTION
 PX0106
 PX0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0106'2.4 MI SE FROM CODY.
 PX0106'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0106'AT CODY, PARK COUNTY, THENCE ABOUT 9.9 MILES SOUTHEAST ALONG STATE
 PX0106'HIGHWAY 20.  AND ABOUT 100 FEET EAST OF THE CENTER LINE OF THE
 PX0106'HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 PX0106'EL. 5582.67 FLHP-3-A STA. 520+00 AND SET IN THE TOP OF A CONCRETE
 PX0106'POST.
 PX0106
 PX0106                          STATION RECOVERY (1979)
 PX0106
 PX0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0104 ***********************************************************************
 PX0104  DESIGNATION -  ROUTE 20 A STA 570+00
 PX0104  PID         -  PX0104
 PX0104  STATE/COUNTY-  WY/PARK
 PX0104  USGS QUAD   -  ELK BUTTE (1985)
 PX0104
 PX0104                         *CURRENT SURVEY CONTROL
 PX0104  ___________________________________________________________________
 PX0104* NAD 83(1986)-  44 20 51.     (N)    108 57 30.     (W)     SCALED    
 PX0104* NAVD 88     -      1744.733  (meters)    5724.18   (feet)  ADJUSTED  
 PX0104  ___________________________________________________________________
 PX0104  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 PX0104  DYNAMIC HT  -        1743.777 (meters)    5721.04  (feet)  COMP
 PX0104  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 PX0104
 PX0104  VERT ORDER  -  SECOND    CLASS 0
 PX0104
 PX0104.The horizontal coordinates were scaled from a topographic map and have
 PX0104.an estimated accuracy of +/- 6 seconds.
 PX0104
 PX0104.The orthometric height was determined by differential leveling
 PX0104.and adjusted by the National Geodetic Survey in June 1991..
 PX0104
 PX0104.The geoid height was determined by GEOID03.
 PX0104
 PX0104.The dynamic height is computed by dividing the NAVD 88
 PX0104.geopotential number by the normal gravity value computed on the
 PX0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0104.degrees latitude (g = 980.6199 gals.).
 PX0104
 PX0104.The modeled gravity was interpolated from observed gravity values.
 PX0104
 PX0104;                    North         East    Units  Estimated Accuracy
 PX0104;SPC WYWC     -   427,380.      583,390.      MT  (+/- 180 meters Scaled)
 PX0104
 PX0104                          SUPERSEDED SURVEY CONTROL
 PX0104
 PX0104  NGVD 29 (??/??/92) 1743.624  (m)         5720.54   (f) ADJ UNCH    2 0
 PX0104
 PX0104.Superseded values are not recommended for survey control.
 PX0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0104.See file dsdata.txt to determine how the superseded data were derived.
 PX0104
 PX0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ627124(NAD 83)
 PX0104_MARKER: DD = SURVEY DISK
 PX0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0104_STAMPING: EL. 5710.88 FLHP-3-A STA. 570+00
 PX0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0104+STABILITY: SURFACE MOTION
 PX0104
 PX0104  HISTORY     - Date     Condition        Report By
 PX0104  HISTORY     - UNK      MONUMENTED       WYHD
 PX0104  HISTORY     - 1934     GOOD             NGS
 PX0104  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0104
 PX0104                          STATION DESCRIPTION
 PX0104
 PX0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0104'2.4 MI SE FROM CODY.
 PX0104'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0104'AT CODY, PARK COUNTY, THENCE ABOUT 10.9 MILES SOUTHEAST ALONG STATE
 PX0104'HIGHWAY 20. NEAR THE TOP OF A HILL, ON THE SIDE OF A SMALL GULLY, AND
 PX0104'ABOUT 100 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A WYOMING
 PX0104'STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED EL. 5710.88 FLHP-3-A
 PX0104'STA. 570+00 AND SET IN THE TOP OF A CONCRETE POST.
 PX0104
 PX0104                          STATION RECOVERY (1979)
 PX0104
 PX0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0103 ***********************************************************************
 PX0103  DESIGNATION -  ROUTE 20 A STA 621+00
 PX0103  PID         -  PX0103
 PX0103  STATE/COUNTY-  WY/PARK
 PX0103  USGS QUAD   -  ELK BUTTE (1985)
 PX0103
 PX0103                         *CURRENT SURVEY CONTROL
 PX0103  ___________________________________________________________________
 PX0103* NAD 83(1986)-  44 20 18.     (N)    108 56 18.     (W)     SCALED    
 PX0103* NAVD 88     -      1746.741  (meters)    5730.77   (feet)  ADJUSTED  
 PX0103  ___________________________________________________________________
 PX0103  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 PX0103  DYNAMIC HT  -        1745.779 (meters)    5727.61  (feet)  COMP
 PX0103  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 PX0103
 PX0103  VERT ORDER  -  SECOND    CLASS 0
 PX0103
 PX0103.The horizontal coordinates were scaled from a topographic map and have
 PX0103.an estimated accuracy of +/- 6 seconds.
 PX0103
 PX0103.The orthometric height was determined by differential leveling
 PX0103.and adjusted by the National Geodetic Survey in June 1991..
 PX0103
 PX0103.The geoid height was determined by GEOID03.
 PX0103
 PX0103.The dynamic height is computed by dividing the NAVD 88
 PX0103.geopotential number by the normal gravity value computed on the
 PX0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0103.degrees latitude (g = 980.6199 gals.).
 PX0103
 PX0103.The modeled gravity was interpolated from observed gravity values.
 PX0103
 PX0103;                    North         East    Units  Estimated Accuracy
 PX0103;SPC WYWC     -   426,360.      584,980.      MT  (+/- 180 meters Scaled)
 PX0103
 PX0103                          SUPERSEDED SURVEY CONTROL
 PX0103
 PX0103  NGVD 29 (??/??/92) 1745.632  (m)         5727.13   (f) ADJ UNCH    2 0
 PX0103
 PX0103.Superseded values are not recommended for survey control.
 PX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0103.See file dsdata.txt to determine how the superseded data were derived.
 PX0103
 PX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ643115(NAD 83)
 PX0103_MARKER: DD = SURVEY DISK
 PX0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0103_STAMPING: EL. 5717.41 FLHP-3-A STA. 621+00
 PX0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0103+STABILITY: SURFACE MOTION
 PX0103
 PX0103  HISTORY     - Date     Condition        Report By
 PX0103  HISTORY     - UNK      MONUMENTED       WYHD
 PX0103  HISTORY     - 1934     GOOD             NGS
 PX0103
 PX0103                          STATION DESCRIPTION
 PX0103
 PX0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0103'2.4 MI SE FROM CODY.
 PX0103'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0103'AT CODY, PARK COUNTY, THENCE ABOUT 11.9 MILES SOUTHEAST ALONG STATE
 PX0103'HIGHWAY 20.  AND ABOUT 100 FEET NORTHEAST OF THE CENTER LINE OF THE
 PX0103'HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 PX0103'EL. 5717.41 FLHP-3-A STA. 621+00 AND SET IN THE TOP OF A CONCRETE
 PX0103'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0101 ***********************************************************************
 PX0101  DESIGNATION -  ROUTE 20 A STA 715+00
 PX0101  PID         -  PX0101
 PX0101  STATE/COUNTY-  WY/PARK
 PX0101  USGS QUAD   -  ELK BUTTE (1985)
 PX0101
 PX0101                         *CURRENT SURVEY CONTROL
 PX0101  ___________________________________________________________________
 PX0101* NAD 83(1986)-  44 19 39.     (N)    108 54 42.     (W)     SCALED    
 PX0101* NAVD 88     -      1741.341  (meters)    5713.05   (feet)  ADJUSTED  
 PX0101  ___________________________________________________________________
 PX0101  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 PX0101  DYNAMIC HT  -        1740.379 (meters)    5709.89  (feet)  COMP
 PX0101  MODELED GRAV-     980,004.1   (mgal)                       NAVD 88
 PX0101
 PX0101  VERT ORDER  -  SECOND    CLASS 0
 PX0101
 PX0101.The horizontal coordinates were scaled from a topographic map and have
 PX0101.an estimated accuracy of +/- 6 seconds.
 PX0101
 PX0101.The orthometric height was determined by differential leveling
 PX0101.and adjusted by the National Geodetic Survey in June 1991..
 PX0101
 PX0101.The geoid height was determined by GEOID03.
 PX0101
 PX0101.The dynamic height is computed by dividing the NAVD 88
 PX0101.geopotential number by the normal gravity value computed on the
 PX0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0101.degrees latitude (g = 980.6199 gals.).
 PX0101
 PX0101.The modeled gravity was interpolated from observed gravity values.
 PX0101
 PX0101;                    North         East    Units  Estimated Accuracy
 PX0101;SPC WYWC     -   425,150.      587,110.      MT  (+/- 180 meters Scaled)
 PX0101
 PX0101                          SUPERSEDED SURVEY CONTROL
 PX0101
 PX0101  NGVD 29 (??/??/92) 1740.233  (m)         5709.41   (f) ADJ UNCH    2 0
 PX0101
 PX0101.Superseded values are not recommended for survey control.
 PX0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0101.See file dsdata.txt to determine how the superseded data were derived.
 PX0101
 PX0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ665103(NAD 83)
 PX0101_MARKER: DD = SURVEY DISK
 PX0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0101_STAMPING: EL. 5699.58 FLHP-3-A STA 715+00
 PX0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0101+STABILITY: SURFACE MOTION
 PX0101
 PX0101  HISTORY     - Date     Condition        Report By
 PX0101  HISTORY     - UNK      MONUMENTED       WYHD
 PX0101  HISTORY     - 1934     GOOD             NGS
 PX0101  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0101
 PX0101                          STATION DESCRIPTION
 PX0101
 PX0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0101'2.4 MI SE FROM CODY.
 PX0101'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0101'AT CODY, PARK COUNTY, THENCE ABOUT 13.6 MILES SOUTHEAST ALONG STATE
 PX0101'HIGHWAY 20.  AND ABOUT 100 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PX0101'HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 PX0101'EL. 5699.58 FLHP-3-A STA. 715+00 AND SET IN THE TOP OF A CONCRETE
 PX0101'POST.
 PX0101
 PX0101                          STATION RECOVERY (1979)
 PX0101
 PX0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0099 ***********************************************************************
 PX0099  DESIGNATION -  ROUTE 20 A STA 761+00
 PX0099  PID         -  PX0099
 PX0099  STATE/COUNTY-  WY/PARK
 PX0099  USGS QUAD   -  ELK BUTTE (1985)
 PX0099
 PX0099                         *CURRENT SURVEY CONTROL
 PX0099  ___________________________________________________________________
 PX0099* NAD 83(1986)-  44 19 04.     (N)    108 53 40.     (W)     SCALED    
 PX0099* NAVD 88     -      1715.344  (meters)    5627.76   (feet)  ADJUSTED  
 PX0099  ___________________________________________________________________
 PX0099  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 PX0099  DYNAMIC HT  -        1714.393 (meters)    5624.64  (feet)  COMP
 PX0099  MODELED GRAV-     980,003.7   (mgal)                       NAVD 88
 PX0099
 PX0099  VERT ORDER  -  SECOND    CLASS 0
 PX0099
 PX0099.The horizontal coordinates were scaled from a topographic map and have
 PX0099.an estimated accuracy of +/- 6 seconds.
 PX0099
 PX0099.The orthometric height was determined by differential leveling
 PX0099.and adjusted by the National Geodetic Survey in June 1991..
 PX0099
 PX0099.The geoid height was determined by GEOID03.
 PX0099
 PX0099.The dynamic height is computed by dividing the NAVD 88
 PX0099.geopotential number by the normal gravity value computed on the
 PX0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0099.degrees latitude (g = 980.6199 gals.).
 PX0099
 PX0099.The modeled gravity was interpolated from observed gravity values.
 PX0099
 PX0099;                    North         East    Units  Estimated Accuracy
 PX0099;SPC WYWC     -   424,070.      588,480.      MT  (+/- 180 meters Scaled)
 PX0099
 PX0099                          SUPERSEDED SURVEY CONTROL
 PX0099
 PX0099  NGVD 29 (??/??/92) 1714.237  (m)         5624.13   (f) ADJ UNCH    2 0
 PX0099
 PX0099.Superseded values are not recommended for survey control.
 PX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0099.See file dsdata.txt to determine how the superseded data were derived.
 PX0099
 PX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ679093(NAD 83)
 PX0099_MARKER: DD = SURVEY DISK
 PX0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0099_STAMPING: EL. 5614.20 FLHP-3-A STA. 761+00
 PX0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0099+STABILITY: SURFACE MOTION
 PX0099
 PX0099  HISTORY     - Date     Condition        Report By
 PX0099  HISTORY     - UNK      MONUMENTED       WYHD
 PX0099  HISTORY     - 1934     GOOD             NGS
 PX0099  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0099
 PX0099                          STATION DESCRIPTION
 PX0099
 PX0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0099'2.4 MI SE FROM CODY.
 PX0099'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0099'AT CODY, PARK COUNTY, THENCE ABOUT 14.4 MILES SOUTHEAST ALONG STATE
 PX0099'HIGHWAY 20.  AND ABOUT 100 FEET EAST OF THE CENTER LINE OF THE
 PX0099'HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 PX0099'EL. 5614.20 FLHP-3-A STA. 761+00 AND SET IN THE TOP OF A CONCRETE
 PX0099'POST.
 PX0099
 PX0099                          STATION RECOVERY (1979)
 PX0099
 PX0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0102 ***********************************************************************
 PX0102  DESIGNATION -  ROUTE 20 C STA 670+00
 PX0102  PID         -  PX0102
 PX0102  STATE/COUNTY-  WY/PARK
 PX0102  USGS QUAD   -  ELK BUTTE (1985)
 PX0102
 PX0102                         *CURRENT SURVEY CONTROL
 PX0102  ___________________________________________________________________
 PX0102* NAD 83(1986)-  44 19 58.     (N)    108 55 32.     (W)     SCALED    
 PX0102* NAVD 88     -      1755.299  (meters)    5758.84   (feet)  ADJUSTED  
 PX0102  ___________________________________________________________________
 PX0102  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 PX0102  DYNAMIC HT  -        1754.330 (meters)    5755.66  (feet)  COMP
 PX0102  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 PX0102
 PX0102  VERT ORDER  -  SECOND    CLASS 0
 PX0102
 PX0102.The horizontal coordinates were scaled from a topographic map and have
 PX0102.an estimated accuracy of +/- 6 seconds.
 PX0102
 PX0102.The orthometric height was determined by differential leveling
 PX0102.and adjusted by the National Geodetic Survey in June 1991..
 PX0102
 PX0102.The geoid height was determined by GEOID03.
 PX0102
 PX0102.The dynamic height is computed by dividing the NAVD 88
 PX0102.geopotential number by the normal gravity value computed on the
 PX0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0102.degrees latitude (g = 980.6199 gals.).
 PX0102
 PX0102.The modeled gravity was interpolated from observed gravity values.
 PX0102
 PX0102;                    North         East    Units  Estimated Accuracy
 PX0102;SPC WYWC     -   425,740.      586,000.      MT  (+/- 180 meters Scaled)
 PX0102
 PX0102                          SUPERSEDED SURVEY CONTROL
 PX0102
 PX0102  NGVD 29 (??/??/92) 1754.191  (m)         5755.21   (f) ADJ UNCH    2 0
 PX0102
 PX0102.Superseded values are not recommended for survey control.
 PX0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0102.See file dsdata.txt to determine how the superseded data were derived.
 PX0102
 PX0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ653109(NAD 83)
 PX0102_MARKER: DD = SURVEY DISK
 PX0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0102_STAMPING: EL. 5745.20 WPMH-207-C STA. 670+00
 PX0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0102+STABILITY: SURFACE MOTION
 PX0102
 PX0102  HISTORY     - Date     Condition        Report By
 PX0102  HISTORY     - UNK      MONUMENTED       WYHD
 PX0102  HISTORY     - 1934     GOOD             NGS
 PX0102  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0102
 PX0102                          STATION DESCRIPTION
 PX0102
 PX0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0102'2.4 MI SE FROM CODY.
 PX0102'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0102'AT CODY, PARK COUNTY, THENCE ABOUT 12.7 MILES SOUTHEAST ALONG STATE
 PX0102'HIGHWAY 20.  AND ABOUT 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 PX0102'HIGHWAY.  A WYOMING STATE HIGHWAY DEPARTMENT STANDARD DISK, STAMPED
 PX0102'EL. 5745.20 WPMH-207-C STA. 670+00 AND SET IN THE TOP OF A CONCRETE
 PX0102'POST.
 PX0102
 PX0102                          STATION RECOVERY (1979)
 PX0102
 PX0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0396 ***********************************************************************
 OU0396  DESIGNATION -  ROUTE 59 STA 2406+75
 OU0396  PID         -  OU0396
 OU0396  STATE/COUNTY-  WY/CAMPBELL
 OU0396  USGS QUAD   -  LITTLE THUNDER RESERVOIR (1971)
 OU0396
 OU0396                         *CURRENT SURVEY CONTROL
 OU0396  ___________________________________________________________________
 OU0396* NAD 83(1993)-  43 39 07.78896(N)    105 28 05.47329(W)     ADJUSTED  
 OU0396* NAVD 88     -      1514.6    (meters)    4969.     (feet)  VERTCON   
 OU0396  ___________________________________________________________________
 OU0396  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 OU0396  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 OU0396
 OU0396  HORZ ORDER  -  SECOND
 OU0396
 OU0396.The horizontal coordinates were established by classical geodetic methods
 OU0396.and adjusted by the National Geodetic Survey in January 1997..
 OU0396
 OU0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0396
 OU0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0396
 OU0396.The geoid height was determined by GEOID03.
 OU0396
 OU0396;                    North         East     Units Scale Factor Converg.
 OU0396;SPC WY E     -   350,148.213   175,676.877   MT  0.99994477   -0 12 29.3
 OU0396;UTM  13      - 4,833,347.079   462,244.902   MT  0.99961753   -0 19 23.5
 OU0396
 OU0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0396!SPC WY E     -   0.99976490  x   0.99994477  =   0.99970968
 OU0396!UTM  13      -   0.99976490  x   0.99961753  =   0.99938252
 OU0396
 OU0396|---------------------------------------------------------------------|
 OU0396| PID    Reference Object                     Distance      Geod. Az  |
 OU0396|                                                           dddmmss.s |
 OU0396| CP9443 ROUTE 59 STA 2406+75 RM 1            11.540 METERS 07049     |
 OU0396| CP9444 ROUTE 59 STA 2406+75 RM 2             7.827 METERS 18002     |
 OU0396| CP9442 ROUTE 59 STA 2406+75 AZ MK                         1810819.9 |
 OU0396|---------------------------------------------------------------------|
 OU0396
 OU0396                          SUPERSEDED SURVEY CONTROL
 OU0396
 OU0396  NAD 83(1986)-  43 39 07.76897(N)    105 28 05.44862(W) AD(       ) 2
 OU0396  NAD 27      -  43 39 07.88100(N)    105 28 03.48600(W) AD(       ) 2
 OU0396  NGVD 29 (07/19/86) 1513.8    (m)         4967.     (f) VERT ANG       
 OU0396
 OU0396.Superseded values are not recommended for survey control.
 OU0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0396.See file dsdata.txt to determine how the superseded data were derived.
 OU0396
 OU0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ6224533347(NAD 83)
 OU0396_MARKER: DD = SURVEY DISK
 OU0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0396
 OU0396  HISTORY     - Date     Condition        Report By
 OU0396  HISTORY     - 1955     MONUMENTED       WYHD
 OU0396  HISTORY     - 1962     GOOD             USFS
 OU0396
 OU0396                          STATION DESCRIPTION
 OU0396
 OU0396'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1955 (RAG)
 OU0396'THE STATION IS LOCATED ABOUT 44 MILES SOUTH OF GILLETTE, 8 MILES
 OU0396'NORTHWEST OF TECKLA, ALONG STATE HIGHWAY 59.
 OU0396'
 OU0396'TO REACH THE STATION FROM THE GILLETTE POST OFFICE, GO EAST ON
 OU0396'EAST THIRD STREET 0.45 MILE TO STATE HIGHWAY 59.  TURN RIGHT,
 OU0396'SOUTH, ON HIGHWAY 59 AND GO 36.7 MILES TO THE JUNCTION WITH
 OU0396'STATE HIGHWAY 387.  CONTINUE ON HIGHWAY 59, SOUTH, FOR 7.8
 OU0396'MILES TO A CROSS ROAD.  TURN LEFT, EAST, GO 100 FEET TO A
 OU0396'CATTLE GUARD AND THE STATION ON THE RIGHT.
 OU0396'
 OU0396'THE STATION MARK IS A WYOMING STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY
 OU0396'MARKER, STAMPED F.A.P. NO. 20906 STA. 2406- 75 EL. 4966.0,
 OU0396'SET IN A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES
 OU0396'ABOVE THE GROUND, LOCATED 1.5 FEET EAST OF A FENCE LINE ON THE
 OU0396'EAST SIDE OF THE HIGHWAY RIGHT-OF-WAY, 27 FEET SOUTH OF A
 OU0396'FENCE CORNER, AND 45 FEET SOUTH OF A CATTLE GUARD.
 OU0396'
 OU0396'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WYO HWY DEPT STA
 OU0396'2406+75 NO 1 1955, SET IN A 10 INCH SQUARE CONCRETE POST
 OU0396'WHICH PROJECTS 6 INCHES ABOVE THE GROUND, 1 FOOT SOUTH OF THE
 OU0396'FENCE LINE.
 OU0396'
 OU0396'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WYO HWY DEPT STA
 OU0396'2406+75 NO 2 1955, SET IN A 10 INCH SQUARE CONCRETE POST
 OU0396'WHICH PROJECTS 6 INCHES ABOVE THE GROUND, AND IS 1 FOOT EAST
 OU0396'OF A FENCE LINE.
 OU0396'
 OU0396'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WYO HWY DEPT STA
 OU0396'2406+75 1955, SET IN A 10 INCH SQUARE CONCRETE POST, PROJECTING
 OU0396'5 INCHES ABOVE THE GROUND.  IT IS 0.8 MILE SOUTH OF THE STATION
 OU0396'ON THE WEST SIDE OF THE HIGHWAY RIGHT-OF-WAY, 1 FOOT EAST OF
 OU0396'THE FENCE LINE AND 2 FEET NORTH OF A STANDARD WHITE WITNESS
 OU0396'POST.
 OU0396'
 OU0396'A 4 FOOT STAND WAS USED FOR OBSERVATIONS.
 OU0396
 OU0396                          STATION RECOVERY (1962)
 OU0396
 OU0396'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0396'STATION FOUND AS DESCRIBED ALSO AZIMUTH MARK--BOTH IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0539 ***********************************************************************
 NR0539  DESIGNATION -  ROYCE
 NR0539  PID         -  NR0539
 NR0539  STATE/COUNTY-  WY/NATRONA
 NR0539  USGS QUAD   -  CLARKSON HILL (1984)
 NR0539
 NR0539                         *CURRENT SURVEY CONTROL
 NR0539  ___________________________________________________________________
 NR0539* NAD 83(1993)-  42 37 44.64120(N)    106 40 52.20550(W)     ADJUSTED  
 NR0539* NAVD 88     -      1753.5    (meters)    5753.     (feet)  VERTCON   
 NR0539  ___________________________________________________________________
 NR0539  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 NR0539  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 NR0539
 NR0539  HORZ ORDER  -  THIRD
 NR0539
 NR0539.The horizontal coordinates were established by classical geodetic methods
 NR0539.and adjusted by the National Geodetic Survey in January 1997..
 NR0539
 NR0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0539
 NR0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0539
 NR0539.The geoid height was determined by GEOID03.
 NR0539
 NR0539;                    North         East     Units Scale Factor Converg.
 NR0539;SPC WYEC     -   336,655.921   453,493.697   MT  0.99997269   +0 26 30.1
 NR0539;UTM  13      - 4,720,994.549   362,147.685   MT  0.99983380   -1 08 19.5
 NR0539
 NR0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0539!SPC WYEC     -   0.99972706  x   0.99997269  =   0.99969976
 NR0539!UTM  13      -   0.99972706  x   0.99983380  =   0.99956091
 NR0539
 NR0539:                Primary Azimuth Mark                     Grid Az
 NR0539:SPC WYEC     -  A 32                                     066 15 03.9
 NR0539:UTM  13      -  A 32                                     067 49 53.5
 NR0539
 NR0539|---------------------------------------------------------------------|
 NR0539| PID    Reference Object                     Distance      Geod. Az  |
 NR0539|                                                           dddmmss.s |
 NR0539| NR0146 A 32                                APPROX. 7.1 KM 0664134.0 |
 NR0539|---------------------------------------------------------------------|
 NR0539
 NR0539                          SUPERSEDED SURVEY CONTROL
 NR0539
 NR0539  NAD 83(1986)-  42 37 44.62916(N)    106 40 52.18733(W) AD(       ) 3
 NR0539  NGVD 29 (09/08/93) 1752.6    (m)         5750.     (f) VERT ANG       
 NR0539
 NR0539.Superseded values are not recommended for survey control.
 NR0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0539.See file dsdata.txt to determine how the superseded data were derived.
 NR0539
 NR0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6214820995(NAD 83)
 NR0539_MARKER: DS = TRIANGULATION STATION DISK
 NR0539_SETTING: 0 = UNSPECIFIED SETTING
 NR0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0539
 NR0539  HISTORY     - Date     Condition        Report By
 NR0539  HISTORY     - 1948     MONUMENTED       USGS
 NR0539
 NR0539                          STATION DESCRIPTION
 NR0539
 NR0539'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0539'LOCATED 6.0 MI. NE. OF ALCOVA DAM AND 1500 FT. SW. OF THE NE. CORNER
 NR0539'TO SEC. 29, T 31 N, R 82 W, ON TOP OF A LOW HILL.
 NR0539'
 NR0539'TO REACH FROM CASPER POST OFFICE, GO SW. ON WYOMING STATE HIGHWAY 220
 NR0539'FOR 23.6 MI. TO GOVERNMENT BRIDGE OVER N. PLATTE RIVER, CONTINUE ON
 NR0539'HIGHWAY 0.7 MI. TO DIRT RD. TO RIGHT LABELED ---RD. 165---, TURN RIGHT
 NR0539'AND GO W. 1.8 MI. TO T-INTERSECTION, TURN RIGHT AND GO N. 0.2 MI. TO
 NR0539'BRIDGE OVER IRRIGATION CANAL, CROSS OVER AND CONTINUE N. 0.2 MI. TO
 NR0539'RD. FORK, TAKE LEFT FORK AND GO W. 0.6 MI. TO A FORK, TAKE LEFT FORK
 NR0539'AND GO W. 0.6 MI. TO A FORK, TAKE LEFT FORK AND GO W. AND SW. 1.2 MI.
 NR0539'ALONG RD., LEAVE RD. ON LEFT AND GO SE. ACROSS COUNTRY TO STREAMBED,
 NR0539'CROSS AND CONTINUE AROUND SW. SIDE OF HILL FOR 0.5 MI. TO A GULLY,
 NR0539'GO 0.1 MI. E. UP GULLY TO END OF JEEP TRAVEL AND A SADDLE.  STATION
 NR0539'IS 0.1 MI. S. ON TOP OF HILL.
 NR0539'
 NR0539'STATION MARK--STANDARD TABLET STAMPED---ROYCE 1948 VABM 5751---, AND
 NR0539'SET IN SOLID ROCK UNDER SMALL ROCK CAIRN.
 NR0539'
 NR0539'REFERENCE MARK NO. 1--CHISELED CROSS WITH ARROW IN ROCK, BEING 30.92
 NR0539'FT. W. OF STATION N 78 DEGREES 10 MINUTES, SE.
 NR0539'
 NR0539'REFERENCE MARK NO. 2--CHISELED CROSS WITH ARROW IN ROCK, BEING 26.66
 NR0539'FT. N. OF STATION N 21 DEGREES 24 MINUTES, SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0551 ***********************************************************************
 PV0551  DESIGNATION -  ROZET
 PV0551  PID         -  PV0551
 PV0551  STATE/COUNTY-  WY/CAMPBELL
 PV0551  USGS QUAD   -  ROZET (1971)
 PV0551
 PV0551                         *CURRENT SURVEY CONTROL
 PV0551  ___________________________________________________________________
 PV0551* NAD 83(1993)-  44 20 12.60636(N)    105 14 45.57385(W)     ADJUSTED  
 PV0551* NAVD 88     -      1474.4    (meters)    4837.     (feet)  VERTCON   
 PV0551  ___________________________________________________________________
 PV0551  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 PV0551  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 PV0551
 PV0551  HORZ ORDER  -  FIRST
 PV0551
 PV0551.The horizontal coordinates were established by classical geodetic methods
 PV0551.and adjusted by the National Geodetic Survey in January 1997..
 PV0551
 PV0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0551
 PV0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0551
 PV0551.The geoid height was determined by GEOID03.
 PV0551
 PV0551;                    North         East     Units Scale Factor Converg.
 PV0551;SPC WY E     -   426,177.652   193,674.059   MT  0.99993799   -0 03 19.6
 PV0551;UTM  13      - 4,909,314.901   480,389.669   MT  0.99960473   -0 10 18.9
 PV0551
 PV0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0551!SPC WY E     -   0.99977111  x   0.99993799  =   0.99970911
 PV0551!UTM  13      -   0.99977111  x   0.99960473  =   0.99937593
 PV0551
 PV0551|---------------------------------------------------------------------|
 PV0551| PID    Reference Object                     Distance      Geod. Az  |
 PV0551|                                                           dddmmss.s |
 PV0551| CQ4827 ROZET RM 2                           22.022 METERS 13406     |
 PV0551| CQ4825 ROZET AZ MK                                        1743348.2 |
 PV0551| CQ4826 ROZET RM 1                           12.170 METERS 25414     |
 PV0551|---------------------------------------------------------------------|
 PV0551
 PV0551                          SUPERSEDED SURVEY CONTROL
 PV0551
 PV0551  NAD 83(1986)-  44 20 12.59367(N)    105 14 45.54949(W) AD(       ) 1
 PV0551  NAD 27      -  44 20 12.66200(N)    105 14 43.58900(W) AD(       ) 1
 PV0551  NGVD 29 (07/19/86) 1473.8    (m)         4835.     (f) VERT ANG       
 PV0551
 PV0551.Superseded values are not recommended for survey control.
 PV0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0551.See file dsdata.txt to determine how the superseded data were derived.
 PV0551
 PV0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK8039009315(NAD 83)
 PV0551_MARKER: Z = SEE DESCRIPTION
 PV0551_SETTING: 0 = UNSPECIFIED SETTING
 PV0551_STAMPING: ROZET 1925
 PV0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0551
 PV0551  HISTORY     - Date     Condition        Report By
 PV0551  HISTORY     - 1925     MONUMENTED       CGS
 PV0551  HISTORY     - 1955     SEE DESCRIPTION  CGS
 PV0551  HISTORY     - 1971     GOOD             USGS
 PV0551  HISTORY     - 1987     GOOD             BLM
 PV0551  HISTORY     - 20000609 GOOD             USGS
 PV0551
 PV0551                          STATION DESCRIPTION
 PV0551
 PV0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PV0551'ABOUT 4 MILES NORTH AND 1-3/4 MILES WEST OF ROZET RAILROAD
 PV0551'STATION ON CHICAGO, BURLINGTON AND QUINCY RAILROAD, AND ON
 PV0551'HIGHEST POINT OF HIGHEST BUTTE IN VICINITY.  TOP OF BUTTE IS
 PV0551'COVERED WITH GRASS, IS FAIRLY LEVEL, LIES IN NORTH-AND-SOUTH
 PV0551'DIRECTION, SLOPES ABRUPTLY TO EAST, AND EAST SIDE IS PARTLY
 PV0551'COVERED WITH SMALL PINE TREES.  ONLY TOPS OF FEW TREES PROJECT
 PV0551'ABOVE HORIZON.  FROM ROZET RAILROAD STATION, BUTTE BEARS 315
 PV0551'DEG MAGNETIC.  TO REACH, FOLLOW CUSTER HIGHWAY TO ROZET
 PV0551'RAILROAD STATION, PROCEED NORTH 3.2 MILES TO GATE AT
 PV0551'SOUTHEAST CORNER OF PASTURE, FOLLOW DIM ROAD WEST ALONG NORTH
 PV0551'SIDE OF FENCE ABOUT 0.4 MILE TO SMALL DRAW WHERE ROAD
 PV0551'BEARS TO RIGHT AND LEADS UP DRAW, FOLLOW ROAD TO DRAW AT
 PV0551'SOUTHEAST BASE OF BUTTE WHICH IS ABOUT 1/3 MILE FROM STATION,
 PV0551'AND FOLLOW GOOD TRAIL WHICH LEADS UP POINT OF RIDGE TO
 PV0551'STATION SITE.  TRUCK CAN BE DRIVEN TO END OF ROAD AT DRAW
 PV0551'MENTIONED ABOVE.  TYPE OF STATION MARK IS NOT DESCRIBED.
 PV0551'REFERENCE MARK (NOT DESCRIBED) IS 12.200 METERS (40.03 FEET)
 PV0551'FROM STATION S 74 DEG 11 MIN W.  BEARING TO CENTER
 PV0551'OF 10-INCH TRIANGLE-BLAZED LONE PINE TREE, ABOUT 12 FEET
 PV0551'DISTANT, IS N 03 DEG 54 MIN E.
 PV0551
 PV0551                          STATION RECOVERY (1955)
 PV0551
 PV0551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 PV0551'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO
 PV0551'BE AS DESCRIBED AND IN GOOD CONDITION.  THE 1925 DESCRIPTION
 PV0551'OF THE STATION BUTTE WAS FOUND TO BE ADEQUATE.  REFERENCE MARK
 PV0551'2 AND AN AZIMUTH MARK WERE ESTABLISHED THIS YEAR.
 PV0551'
 PV0551'THE 1925 AND 1935 ROUTES TO STATION ARE NO LONGER ADEQUATE.
 PV0551'THE NEW ROUTE IS AS FOLLOWS--TO REACH FROM GILLETTE, DRIVE
 PV0551'EAST ON U.S. HIGHWAYS 14 AND 16 FOR 15 MILES TO THE SMALL
 PV0551'VILLAGE OF ROZET AND CROSS ROADS.  TURN LEFT OFF HIGHWAY, CROSS
 PV0551'RAILROAD TRACKS, AND DRIVE NORTH ON BLADED ROAD FOR 2.0 MILES
 PV0551'TO A T-ROAD LEFT.  TURN LEFT, CROSS CATTLE-GUARD, AND DRIVE
 PV0551'WEST FOR 0.15 MILE TO A T-ROAD RIGHT.  TURN RIGHT AND DRIVE
 PV0551'NORTH FOR 0.25 MILE TO RANCH HOME OF MR. EDDIE SCHLATTMAN.
 PV0551'PASS THROUGH YARD TO EAST OF HOUSE FOR ABOUT 100 YARDS TO GATE
 PV0551'AND WINDMILL.  PASS THROUGH GATE AND DRIVE WESTERLY ON RANCH
 PV0551'ROAD FOR 0.5 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 PV0551'RANCH ROAD WEST FOR 0.8 MILE TO GATE.  PASS THROUGH GATE AND
 PV0551'CONTINUE WEST ALONG RANCH ROAD FOR 1.2 MILES TO A RESERVOIR.
 PV0551'CONTINUE STEEP ROAD NORTH AND NORTHEAST FOR 1.0 MILE TO
 PV0551'SUMMIT OF BUTTE.* CONTINUE NORTH ON ROAD FOR 0.3 MILE TO
 PV0551'HIGHEST POINT AT FENCE CORNER AND STATION.
 PV0551'
 PV0551'STATION MARK, STAMPED ROZET 1925, IS A STANDARD TRIANGULATION
 PV0551'STATION CAP SET ON THE TOP OF A GALVANIZED PIPE WHICH IS 3 INCHES
 PV0551'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 PV0551'GROUND.  IT IS 12 FEET SOUTHWEST OF A SMALL PINE TREE WHICH
 PV0551'SERVES AS A FENCE CORNER.
 PV0551'
 PV0551'REFERENCE MARK 1, STAMPED ROZET 1925, IS A STANDARD REFERENCE
 PV0551'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 PV0551'IT IS ABOUT 2-1/2 FEET LOWER IN ELEVATION THAN THE STATION
 PV0551'MARK.
 PV0551'
 PV0551'REFERENCE MARK 2, STAMPED ROZET NO 2 1925, IS A STANDARD
 PV0551'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 PV0551'BEDROCK.  IT IS LOCATED ON THE EAST SLOPE OF BUTTE, ABOUT 2
 PV0551'FEET LOWER IN ELEVATION THAN THE STATION MARK AND 9 FEET WEST
 PV0551'OF A SMALL PINE TREE.
 PV0551'
 PV0551'AZIMUTH MARK, STAMPED ROZET 1925, IS A STANDARD AZIMUTH MARK
 PV0551'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES SQUARE
 PV0551'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 PV0551'LOCATED ON THE EXTREME SOUTH END OF THE TOP OF THE BUTTE, 15
 PV0551'FEET NORTH OF THE SOUTH EDGE OF BUTTE AND 4 FEET EAST OF A
 PV0551'STANDARD WITNESS POST.
 PV0551'
 PV0551'* TO REACH AZIMUTH MARK, TURN RIGHT AND DRIVE SOUTH FOR 0.1
 PV0551'MILE TO SOUTH EDGE EDGE OF BUTTE AND MARK.
 PV0551'
 PV0551'OBSERVATIONS WERE MADE FROM THE TOP OF A 14 FOOT TOWER.
 PV0551
 PV0551                          STATION RECOVERY (1971)
 PV0551
 PV0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WCN)
 PV0551'FROM ROZET, WYO. PROCEED WEST ON U.S. HWY 16 1.8 MILES TO A
 PV0551'GRAVEL ROAD ON THE RIGHT, TURN RIGHT CROSSING RAILROAD TRACKS
 PV0551'AND FOLLOW GRAVEL ROAD 0.8 MILE TO CROSS-ROAD, CONTINUE STRAIGHT
 PV0551'AHEAD 0.8 MILE TO SIDE ROAD ON THE RIGHT JUST AFTER CROSSING
 PV0551'CATTLEGUARD, TURN RIGHT (EAST) FOR 0.7 MILE TO SIDE ROAD ON
 PV0551'THE LEFT, TURN LEFT (NORTH) FOR .05 MILES TO TRACK ROAD ON THE
 PV0551'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO ROAD FORK, TAKE
 PV0551'LEFT FORK (WEST) FOR 0.3 MILE TO ROAD FORK, TAKE LEFT FORK FOR
 PV0551'0.3 MILE TO ROAD FORK, TAKE RIGHT FORK (NORTH) 0.8 MILE TO
 PV0551'ROAD FORK, TAKE RIGHT FORK 0.3 MILE TO ROAD FORK, TAKE RIGHT
 PV0551'FORK FOR 0.1 MILE, AT THIS POINT TURN RIGHT FOR 0.05 MILE
 PV0551'TO SMALL TOP AND STATION.
 PV0551
 PV0551                          STATION RECOVERY (1987)
 PV0551
 PV0551'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 PV0551'RECOVERED IN GOOD CONDITION.
 PV0551
 PV0551                          STATION RECOVERY (2000)
 PV0551
 PV0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0551'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1243 ***********************************************************************
 MO1243  DESIGNATION -  RPGB 1
 MO1243  PID         -  MO1243
 MO1243  STATE/COUNTY-  WY/ALBANY
 MO1243  USGS QUAD   -  GREEN TOP MOUNTAIN (1992)
 MO1243
 MO1243                         *CURRENT SURVEY CONTROL
 MO1243  ___________________________________________________________________
 MO1243* NAD 83(1993)-  41 15 12.10536(N)    105 18 55.74182(W)     ADJUSTED  
 MO1243* NAVD 88     -      2385.     (meters)    7825.     (feet)  SCALED    
 MO1243  ___________________________________________________________________
 MO1243  LAPLACE CORR-         -15.15  (seconds)                    DEFLEC99
 MO1243  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 MO1243
 MO1243  HORZ ORDER  -  THIRD
 MO1243
 MO1243.The horizontal coordinates were established by classical geodetic methods
 MO1243.and adjusted by the National Geodetic Survey in January 1997..
 MO1243
 MO1243.The orthometric height was scaled from a topographic map.
 MO1243
 MO1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1243
 MO1243.The geoid height was determined by GEOID03.
 MO1243
 MO1243;                    North         East     Units Scale Factor Converg.
 MO1243;SPC WY E     -    83,667.519   187,528.086   MT  0.99993941   -0 05 53.3
 MO1243;UTM  13      - 4,566,931.316   473,569.170   MT  0.99960860   -0 12 28.9
 MO1243
 MO1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1243!SPC WY E     -   0.99962798  x   0.99993941  =   0.99956741
 MO1243!UTM  13      -   0.99962798  x   0.99960860  =   0.99923673
 MO1243
 MO1243:                Primary Azimuth Mark                     Grid Az
 MO1243:SPC WY E     -  SAN FRAN NEW YORK AWY BCN 38             116 30 50.5
 MO1243:UTM  13      -  SAN FRAN NEW YORK AWY BCN 38             116 37 26.1
 MO1243
 MO1243|---------------------------------------------------------------------|
 MO1243| PID    Reference Object                     Distance      Geod. Az  |
 MO1243|                                                           dddmmss.s |
 MO1243| MO1218 SAN FRAN NEW YORK AWY BCN 38        APPROX. 6.8 KM 1162457.2 |
 MO1243| MO1221 RUSSELL RM 1                        APPROX. 1.9 KM 1874214.9 |
 MO1243|---------------------------------------------------------------------|
 MO1243
 MO1243                          SUPERSEDED SURVEY CONTROL
 MO1243
 MO1243  NAD 83(1986)-  41 15 12.09078(N)    105 18 55.73973(W) AD(       ) 3
 MO1243  NAD 27      -  41 15 12.16152(N)    105 18 53.80175(W) AD(       ) 3
 MO1243
 MO1243.Superseded values are not recommended for survey control.
 MO1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1243.See file dsdata.txt to determine how the superseded data were derived.
 MO1243
 MO1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7356966931(NAD 83)
 MO1243_MARKER: DD = SURVEY DISK
 MO1243_SETTING: 66 = SET IN ROCK OUTCROP
 MO1243_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MO1243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1243+STABILITY: POSITION/ELEVATION WELL
 MO1243
 MO1243  HISTORY     - Date     Condition        Report By
 MO1243  HISTORY     - 1947     MONUMENTED       USGS
 MO1243
 MO1243                          STATION DESCRIPTION
 MO1243
 MO1243'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1243'LOCATED IN SEC. 23, T 15 N, R 71 W, IN BURIED RECTANGULAR ROCK, ABOUT
 MO1243'2 FT. LONG, 14 IN. WIDE, 2 FT. THICK AND EXTENDING 3 IN. ABOVE GROUND.
 MO1243'ON THE S. SIDE OF MAIN RD., AT INTERSECTION WITH VERY DIM FORK NW.
 MO1243'
 MO1243'TO REACH FROM LARAMIE, GO E. ON U.S. HIGHWAY 30 9.2 MI. TO A GRADED
 MO1243'RD. E., KNOWN LOCALLY AS HAPPY JACK ROAD, GO E. 2.8 MI. TO A T-RD.,
 MO1243'GO N. (LEFT) UP HILL 0.6 MI. TO RD. JUNCTION, THENCE 0.65 MI. TO A
 MO1243'RD. FORK, THENCE RIGHT (E.) 1.25 MI. TO A CROSSROAD, THENCE RIGHT
 MO1243'(SE.) 1.2 MI. TO A DIM TRAIL CROSSING, THENCE LEFT (E.) ON VERY DIM
 MO1243'TRAIL 1.35 MI. TO A JUNCTION WITH DIRT RD., THENCE LEFT (NE.) 0.55
 MO1243'MI. TO A SIDE RD. NW.  STATION IS 35 FT. S. OF JUNCTION.
 MO1243'
 MO1243'STATION MARK--STANDARD TABLET, DRILLED IN ROCK AND STAMPED ---RPGB-1
 MO1243'1947---.
 MO1243'
 MO1243'REFERENCE MARK NO. 1--CHISELED ARROW IN ROCK WITH DRILL HOLE IN
 MO1243'SHAFT, 107.5 FT. SSW. OF STATION, N 08 DEG 07 MIN W.
 MO1243'
 MO1243'REFERENCE MARK NO. 2--A 3/4 IN. IRON PIPE, IN Y FORMED BY RDS., 60.35
 MO1243'FT. WNW. OF STATION, S 74 DEG 21 MIN E.
 MO1243'
 MO1243'REFERENCE MARKS NO. 1 AND 2 ARE 130.1 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0452 ***********************************************************************
 NR0452  DESIGNATION -  RPNNC 1
 NR0452  PID         -  NR0452
 NR0452  STATE/COUNTY-  WY/CARBON
 NR0452  USGS QUAD   -  SPLIT ROCK (1984)
 NR0452
 NR0452                         *CURRENT SURVEY CONTROL
 NR0452  ___________________________________________________________________
 NR0452* NAD 83(1993)-  42 22 47.39113(N)    107 30 16.81309(W)     ADJUSTED  
 NR0452* NAVD 88     -      2028.4    (meters)    6655.     (feet)  VERTCON   
 NR0452  ___________________________________________________________________
 NR0452  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 NR0452  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 NR0452
 NR0452  HORZ ORDER  -  THIRD
 NR0452
 NR0452.The horizontal coordinates were established by classical geodetic methods
 NR0452.and adjusted by the National Geodetic Survey in January 1997..
 NR0452
 NR0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0452
 NR0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0452
 NR0452.The geoid height was determined by GEOID03.
 NR0452
 NR0452;                    North         East     Units Scale Factor Converg.
 NR0452;SPC WYEC     -   308,779.763   385,890.213   MT  0.99993995   -0 06 55.8
 NR0452;UTM  13      - 4,694,988.715   293,801.198   MT  1.00012316   -1 41 19.9
 NR0452
 NR0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0452!SPC WYEC     -   0.99968401  x   0.99993995  =   0.99962398
 NR0452!UTM  13      -   0.99968401  x   1.00012316  =   0.99980713
 NR0452
 NR0452:                Primary Azimuth Mark                     Grid Az
 NR0452:SPC WYEC     -  RAPID                                    217 08 35.6
 NR0452:UTM  13      -  RAPID                                    218 42 59.7
 NR0452
 NR0452|---------------------------------------------------------------------|
 NR0452| PID    Reference Object                     Distance      Geod. Az  |
 NR0452|                                                           dddmmss.s |
 NR0452| NR0454 RAPID                               APPROX. 9.4 KM 2170139.8 |
 NR0452|---------------------------------------------------------------------|
 NR0452
 NR0452                          SUPERSEDED SURVEY CONTROL
 NR0452
 NR0452  NAD 83(1986)-  42 22 47.37829(N)    107 30 16.80882(W) AD(       ) 3
 NR0452  NAD 27      -  42 22 47.51677(N)    107 30 14.58496(W) AD(       ) 3
 NR0452  NGVD 29 (07/19/86) 2027.3    (m)         6651.     (f) VERT ANG       
 NR0452
 NR0452.Superseded values are not recommended for survey control.
 NR0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0452.See file dsdata.txt to determine how the superseded data were derived.
 NR0452
 NR0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG9380194989(NAD 83)
 NR0452
 NR0452  HISTORY     - Date     Condition        Report By
 NR0452  HISTORY     - 1948     MONUMENTED       USGS
 NR0452  HISTORY     - 1961     GOOD             USGS
 NR0452
 NR0452                          STATION DESCRIPTION
 NR0452
 NR0452'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NR0452'STATION IS LOCATED ABOUT 3 MI. W. OF THREE FORKS, 3 MI. NNW. OF MUDDY
 NR0452'GAP.
 NR0452'
 NR0452'TO REACH FROM JUNCTION STATE HIGHWAY 220 AND U.S. HIGHWAY 287 AT
 NR0452'THREE FORKS, GO NW. ON HIGHWAY 287 3.65 MI. TO JUNCTION TRAIL LEFT
 NR0452'(SW.), GO THRU GATE, FOLLOW LONE TRAIL W. AND SW. 2.0 MI., THENCE
 NR0452'RIGHT 48 FT. TO STATION ON SMALL MOUND.
 NR0452'
 NR0452'RECOVERED.
 NR0452'
 NR0452'STATION MARK--STANDARD CAP SET IN CONCRETE POST PROJECTING 5 IN.,
 NR0452'STAMPED ---RPNNC-1 1948---.
 NR0452'
 NR0452'REFERENCE MARK NO. 1--STANDARD COPPER NAIL AND WASHER SET IN
 NR0452'CONCRETE POST PROJECTING 5 IN., 81.05 FT. FROM STATION,
 NR0452'S 08 DEG 49 MIN W.
 NR0452'
 NR0452'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER SET IN
 NR0452'CONCRETE POST PROJECTING 5 IN., 91.10 FT. ESE. OF STATION,
 NR0452'N 82 DEG 59 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0442 ***********************************************************************
 OU0442  DESIGNATION -  RUBY
 OU0442  PID         -  OU0442
 OU0442  STATE/COUNTY-  WY/CAMPBELL
 OU0442  USGS QUAD   -  BAKER SPRING (1984)
 OU0442
 OU0442                         *CURRENT SURVEY CONTROL
 OU0442  ___________________________________________________________________
 OU0442* NAD 83(1993)-  43 42 31.90185(N)    105 44 52.21592(W)     ADJUSTED  
 OU0442* NAVD 88     -      1617.1    (meters)    5305.     (feet)  VERTCON   
 OU0442  ___________________________________________________________________
 OU0442  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 OU0442  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 OU0442  OBS GRAVITY -     980,015.4   (mgal)                       GRAV_OBS
 OU0442
 OU0442  HORZ ORDER  -  THIRD
 OU0442
 OU0442.The horizontal coordinates were established by classical geodetic methods
 OU0442.and adjusted by the National Geodetic Survey in January 1997..
 OU0442
 OU0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0442
 OU0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0442
 OU0442.The geoid height was determined by GEOID03.
 OU0442.The observed gravity was obtained from relative gravimeter ties
 OU0442.to the IGSN71 gravity network.
 OU0442
 OU0442;                    North         East     Units Scale Factor Converg.
 OU0442;SPC WY E     -   356,567.278   153,162.039   MT  0.99996447   -0 24 05.7
 OU0442;UTM  13      - 4,839,809.274   439,750.287   MT  0.99964465   -0 31 00.4
 OU0442
 OU0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0442!SPC WY E     -   0.99974878  x   0.99996447  =   0.99971326
 OU0442!UTM  13      -   0.99974878  x   0.99964465  =   0.99939352
 OU0442
 OU0442:                Primary Azimuth Mark                     Grid Az
 OU0442:SPC WY E     -  SIEVERS                                  192 27 03.3
 OU0442:UTM  13      -  SIEVERS                                  192 33 58.0
 OU0442
 OU0442|---------------------------------------------------------------------|
 OU0442| PID    Reference Object                     Distance      Geod. Az  |
 OU0442|                                                           dddmmss.s |
 OU0442| OU0443 SIEVERS                             APPROX. 6.5 KM 1920257.6 |
 OU0442|---------------------------------------------------------------------|
 OU0442
 OU0442                          SUPERSEDED SURVEY CONTROL
 OU0442
 OU0442  NAD 83(1986)-  43 42 31.88236(N)    105 44 52.19108(W) AD(       ) 3
 OU0442  NAD 27      -  43 42 31.97954(N)    105 44 50.18865(W) AD(       ) 3
 OU0442  NGVD 29 (07/19/86) 1616.3    (m)         5303.     (f) VERT ANG       
 OU0442
 OU0442.Superseded values are not recommended for survey control.
 OU0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0442.See file dsdata.txt to determine how the superseded data were derived.
 OU0442
 OU0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ3975039809(NAD 83)
 OU0442_MARKER: DD = SURVEY DISK
 OU0442_SETTING: 0 = UNSPECIFIED SETTING
 OU0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0442
 OU0442  HISTORY     - Date     Condition        Report By
 OU0442  HISTORY     - 1952     MONUMENTED       USGS
 OU0442
 OU0442                          STATION DESCRIPTION
 OU0442
 OU0442'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0442'STATION IS LOCATED ON A PROMINENT KNOLL, ABOUT 6 MI. NE. OF PINE TREE.
 OU0442'
 OU0442'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 387 AND STATE SECONDARY
 OU0442'109 AT PINE TREE, GO N. ON SECONDARY 109 FOR 5.9 MI., TURN RIGHT (E.)
 OU0442'THROUGH GATE AND GO 1.5 MI. TO GATE IN E-W. FENCE, TURN THROUGH GATE
 OU0442'AND GO NE. 0.5 MI. TO TOP OF KNOLL AND STATION.
 OU0442'
 OU0442'STATION MARK--STANDARD TABLET, IN CONCRETE POST, STAMPED ---RUBY
 OU0442'1952---.
 OU0442'
 OU0442'REFERENCE MARK NO. 1--REINFORCING STEEL, PROTRUDING FROM CONCRETE
 OU0442'POST, 59.10 FT. DISTANT, N 72 DEG 11 MIN E.
 OU0442'
 OU0442'REFERENCE MARK NO. 2--A 5 FT. REINFORCING ROD, PROTRUDING ABOUT 2
 OU0442'IN. ABOVE GROUND, 41.80 FT. DISTANT, N 20 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0480 ***********************************************************************
 NR0480  DESIGNATION -  RUFF
 NR0480  PID         -  NR0480
 NR0480  STATE/COUNTY-  WY/FREMONT
 NR0480  USGS QUAD   -  MC INTOSH MEADOWS (1984)
 NR0480
 NR0480                         *CURRENT SURVEY CONTROL
 NR0480  ___________________________________________________________________
 NR0480* NAD 83(1993)-  42 41 16.34288(N)    107 37 13.48736(W)     ADJUSTED  
 NR0480* NAVD 88     -      2107.2    (meters)    6913.     (feet)  VERTCON   
 NR0480  ___________________________________________________________________
 NR0480  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 NR0480  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 NR0480
 NR0480  HORZ ORDER  -  THIRD
 NR0480
 NR0480.The horizontal coordinates were established by classical geodetic methods
 NR0480.and adjusted by the National Geodetic Survey in January 1997..
 NR0480
 NR0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0480
 NR0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0480
 NR0480.The geoid height was determined by GEOID03.
 NR0480
 NR0480;                    North         East     Units Scale Factor Converg.
 NR0480;SPC WYWC     -   243,600.562   692,567.164   MT  1.00004288   +0 45 57.3
 NR0480;UTM  13      - 4,729,484.072   285,330.359   MT  1.00016699   -1 46 38.4
 NR0480
 NR0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0480!SPC WYWC     -   0.99967155  x   1.00004288  =   0.99971442
 NR0480!UTM  13      -   0.99967155  x   1.00016699  =   0.99983849
 NR0480
 NR0480:                Primary Azimuth Mark                     Grid Az
 NR0480:SPC WYWC     -  SIS                                      270 19 56.4
 NR0480:UTM  13      -  SIS                                      272 52 32.1
 NR0480
 NR0480|---------------------------------------------------------------------|
 NR0480| PID    Reference Object                     Distance      Geod. Az  |
 NR0480|                                                           dddmmss.s |
 NR0480| NR0486 SIS                                 APPROX. 5.6 KM 2710553.7 |
 NR0480|---------------------------------------------------------------------|
 NR0480
 NR0480                          SUPERSEDED SURVEY CONTROL
 NR0480
 NR0480  NAD 83(1986)-  42 41 16.33196(N)    107 37 13.48652(W) AD(       ) 3
 NR0480  NAD 27      -  42 41 16.48722(N)    107 37 11.22698(W) AD(       ) 3
 NR0480  NGVD 29 (07/19/86) 2106.2    (m)         6910.     (f) VERT ANG       
 NR0480
 NR0480.Superseded values are not recommended for survey control.
 NR0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0480.See file dsdata.txt to determine how the superseded data were derived.
 NR0480
 NR0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH8533029484(NAD 83)
 NR0480_MARKER: DD = SURVEY DISK
 NR0480_SETTING: 0 = UNSPECIFIED SETTING
 NR0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0480
 NR0480  HISTORY     - Date     Condition        Report By
 NR0480  HISTORY     - 1950     MONUMENTED       USGS
 NR0480
 NR0480                          STATION DESCRIPTION
 NR0480
 NR0480'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0480'STATION IS LOCATED ABOUT 32.4 MI. S. AND 4.6 MI. E. OF MONETA,
 NR0480'WYOMING, IN NW. 1/4 SEC. 4, T 31 N, R 90 W.
 NR0480'
 NR0480'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED EASTERLY ALONG U.S.
 NR0480'HIGHWAY 20 AND 26 FOR 0.4 MI., THENCE RIGHT (S.) ON GRADED COUNTY RD.
 NR0480'AND PROCEED 1.2 MI. TO RD. FORKS, THENCE RIGHT (W.) AND CONTINUE ON
 NR0480'MAIN GRADED RD. FOR 21.9 MI. TO RD. FORKS, THENCE LEFT 1.4 MI. TO
 NR0480'INTERSECTION WITH PIPELINE RD., GO STRAIGHT AHEAD (S.) TO RD. FORKS
 NR0480'0.9 MI., THENCE LEFT (SE.) 2.9 MI. TO INTERSECTION, STRAIGHT AHEAD
 NR0480'TO RD. FORKS 0.1 MI., TURN LEFT TO RD. 0.5 MI., THENCE STRAIGHT
 NR0480'AHEAD 0.5 MI. TO RD. FORKS, TURN RIGHT 0.6 MI. TO CROSSROADS,
 NR0480'STRAIGHT AHEAD 0.2 MI. TO CROSSROADS, STRAIGHT AHEAD 1.1 MI. TO
 NR0480'EARTH-FILLED DAM, CROSS DAM AND CONTINUE 0.2 MI. TO CROSSROADS,
 NR0480'STRAIGHT AHEAD 2.2 MI. TO TOP OF BEAVER RIM, THENCE RIGHT 2.1 MI.
 NR0480'TO RD. FORKS, THENCE RIGHT 0.4 MI. TO CROSSROADS, TURN LEFT (NE.)
 NR0480'0.05 MI. TO RD. FORKS, THENCE LEFT 1.1 MI.  STATION LIES TO RIGHT
 NR0480'(S.) OF RD. ABOUT 2.3 MI. ON SMALL RIDGE OVERLOOKING A SMALL CREEK
 NR0480'TO THE W.
 NR0480'
 NR0480'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING ABOUT
 NR0480'2 IN. ABOVE GROUND SURFACE, AND STAMPED ---WR RUFF 1950 VABM 6910---.
 NR0480'
 NR0480'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0323 ***********************************************************************
 PX0323  DESIGNATION -  RUGGLES
 PX0323  PID         -  PX0323
 PX0323  STATE/COUNTY-  WY/BIG HORN
 PX0323  USGS QUAD   -  EMBLEM (1967)
 PX0323
 PX0323                         *CURRENT SURVEY CONTROL
 PX0323  ___________________________________________________________________
 PX0323* NAD 83(1993)-  44 35 41.11198(N)    108 26 53.99521(W)     ADJUSTED  
 PX0323* NAVD 88     -      1450.6    (meters)    4759.     (feet)  VERTCON   
 PX0323  ___________________________________________________________________
 PX0323  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 PX0323  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 PX0323
 PX0323  HORZ ORDER  -  FIRST
 PX0323
 PX0323.The horizontal coordinates were established by classical geodetic methods
 PX0323.and adjusted by the National Geodetic Survey in January 1997..
 PX0323
 PX0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0323
 PX0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0323
 PX0323.The geoid height was determined by GEOID03.
 PX0323
 PX0323;                    North         East     Units Scale Factor Converg.
 PX0323;SPC WYEC     -   555,437.821   311,473.829   MT  1.00003384   -0 46 58.4
 PX0323;SPC WYWC     -   454,877.288   623,951.139   MT  0.99994455   +0 12 42.5
 PX0323;UTM  12      - 4,941,101.506   702,524.092   MT  1.00010442   +1 47 31.6
 PX0323
 PX0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0323!SPC WYEC     -   0.99977469  x   1.00003384  =   0.99980852
 PX0323!SPC WYWC     -   0.99977469  x   0.99994455  =   0.99971925
 PX0323!UTM  12      -   0.99977469  x   1.00010442  =   0.99987908
 PX0323
 PX0323|---------------------------------------------------------------------|
 PX0323| PID    Reference Object                     Distance      Geod. Az  |
 PX0323|                                                           dddmmss.s |
 PX0323| CQ7237 RUGGLES RM 1                         23.974 METERS 07053     |
 PX0323| CQ7526 1357.6                                6.294 METERS 15740     |
 PX0323| CQ7236 RUGGLES AZ MK                                      1900807.9 |
 PX0323|---------------------------------------------------------------------|
 PX0323
 PX0323                          SUPERSEDED SURVEY CONTROL
 PX0323
 PX0323  NAD 83(1986)-  44 35 41.10512(N)    108 26 53.98224(W) AD(       ) 1
 PX0323  NAD 27      -  44 35 41.26820(N)    108 26 51.57030(W) AD(       ) 1
 PX0323  NGVD 29 (07/19/86) 1449.7    (m)         4756.     (f) VERT ANG       
 PX0323
 PX0323.Superseded values are not recommended for survey control.
 PX0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0323.See file dsdata.txt to determine how the superseded data were derived.
 PX0323
 PX0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0252441102(NAD 83)
 PX0323_MARKER: DS = TRIANGULATION STATION DISK
 PX0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0323
 PX0323  HISTORY     - Date     Condition        Report By
 PX0323  HISTORY     - 1957     MONUMENTED       CGS
 PX0323  HISTORY     - 1973     GOOD             USAF
 PX0323  HISTORY     - 1975     GOOD             NGS
 PX0323
 PX0323                          STATION DESCRIPTION
 PX0323
 PX0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0323'STATION IS ON THE HIGHEST POINT IN THE VICINITY, BETWEEN FOSTER
 PX0323'GULCH AND THE EAST SIDE OF COON CREEK, ABOUT 6 MILES NORTH AND
 PX0323'2-1/4 MILES WEST OF THE EMBLEM SCHOOLHOUSE AND ABOUT 19 MILES
 PX0323'WEST AND 7 MILES NORTH OF GREYBULL.
 PX0323'
 PX0323'REACHED FROM THE POST OFFICE IN THE TOWN OF EMBLEM BY GOING
 PX0323'EASTERLY ON U.S. HIGHWAY 20 FOR 0.55 MILES TO THE JUNCTION OF
 PX0323'HIGHWAY 20 AND A GRAVELED CROSSROADS, AT THE EMBLEM SCHOOLHOUSE
 PX0323'IN THE NORTHWEST ANGLE, BEAR LEFT ON THE GRAVELED ROAD AND GO
 PX0323'NORTH FOR 1.0 MILE TO A DIRT ROAD RIGHT, KEEP STRAIGHT AHEAD, ON
 PX0323'THE MAIN ROAD, CROSSING A SMALL CANAL AND GO 0.4 MILE TO DRY
 PX0323'CREEK, CROSS THE CREEK AND CONTINUE NORTHWEST ON A GRADED ROAD
 PX0323'FOR 5.1 MILES TO A ROAD RIGHT AND A TELEPHONE ON A TELEPHONE
 PX0323'POLE ON THE LEFT, BEAR RIGHT ON THE ROAD RIGHT AND GO 0.05
 PX0323'MILE TO A T-INTERSECTION, BEAR RIGHT AND GO 0.85 MILES TO 2
 PX0323'POSTS ON THE LEFT, KEEP STRAIGHT AHEAD FOR 0.65 MILE TO THE
 PX0323'TOP OF A LOW RIDGE AND FORK, KEEP THE LEFT FORK AND GO 0.35
 PX0323'MILE TO THE AZIMUTH MARK ON THE RIGHT, KEEP STRAIGHT
 PX0323'AHEAD FOR 0.35 MILE TO A TRACK ROAD LEFT, BEAR LEFT ON THE
 PX0323'TRACK ROAD AND GO 0.05 MILE TO THE HIGHEST POINT AND
 PX0323'STATION.
 PX0323'
 PX0323'STATION MARKS ARE STANDARD DISKS, STAMPED RUGGLES 1957.  THE
 PX0323'SURFACE MARK IS SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE
 PX0323'POST PROJECTING 4 INCHES.  A 4 IN X 4 IN WHITE WITNESS POST
 PX0323'WAS SET 3 FEET SOUTH OF THE MARK.  THE UNDERGROUND MARK IS SET IN
 PX0323'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 PX0323'SURFACE.
 PX0323'
 PX0323'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RUGGLES NO 1 1957,
 PX0323'SET IN THE TOP OF A 10 INCH SQUARE, CONCRETE POST PROJECTING
 PX0323'4 INCHES.
 PX0323'
 PX0323'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK.
 PX0323'IT IS A BRONZE CAP, NOT STAMPED, CONNECTED TO THE TOP OF A 4
 PX0323'INCH PIPE WHICH PROJECTS 16 INCHES.
 PX0323'
 PX0323'AZIMUTH MARK IS A STANDARD DISK, STAMPED RUGGLES 1957, SET IN
 PX0323'THE TOP OF A 10 INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES.
 PX0323'IT IS 75 FEET EAST OF THE CENTER OF A ROAD.  A 4 IN X 4 IN
 PX0323'WHITE WITNESS POST WAS SET 1 FOOT SOUTHWEST OF THE MARK.
 PX0323
 PX0323                          STATION RECOVERY (1973)
 PX0323
 PX0323'RECOVERY NOTE BY US AIR FORCE 1973
 PX0323'THE STATION, AZIMUTH MARK, AND R.M. 1 WERE RECOVERED IN GOOD
 PX0323'CONDITION.  R.M. 2 WAS NOT FOUND.
 PX0323'
 PX0323'REVISED ROUTE DESCRIPTION
 PX0323'
 PX0323'THE STATION CAN BE FOUND WITH THE ORIGINAL DESCRIPTION.  HOWEVER,
 PX0323'A NEW HIGHWAY MAKES THE STATION MORE ACCESSIBLE WITH THE FOLLOWING
 PX0323'DESCRIPTION--
 PX0323'
 PX0323'FROM THE NEW POST OFFICE AT EMBLEM, WY (POPULATION 8), GO
 PX0323'WEST 1.0 MILES ON HIGHWAY 14 (ALSO HIGHWAY 16 AND 20) TO
 PX0323'INTERSECTION WITH HIGHWAY 32.  TURN RIGHT, NORTH, ON HIGHWAY
 PX0323'32 AND GO 5.2 MILES TO GRADED ROAD AND GATE ON RIGHT.  TURN
 PX0323'RIGHT AND GO THROUGH GATE AND IMMEDIATELY TURN LEFT, GO 0.2
 PX0323'MILES TO GAS DUMPING STATION AND GRADED ROAD RIGHT.  TURN RIGHT
 PX0323'AND FOLLOW ROAD 1.85 MILES TO AZIMUTH MARK ON RIGHT.  CONTINUE
 PX0323'0.35 MILES TO STATION ON LEFT.
 PX0323
 PX0323                          STATION RECOVERY (1975)
 PX0323
 PX0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PX0323'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE
 PX0323'HORIZONTAL ANGLE BETWEEN THE REFERENCE MARKS CHECKED FAIRLY CLOSE BUT
 PX0323'A 20 MINUTE DIFFERENCE WAS NOTED IN THE ANGLE TO THE REFERENCE
 PX0323'MARKS FROM THE AZIMUTH MARK.  DISTANCE TO THE REFERENCE MARKS
 PX0323'CHECKED ADEQUATELY.
 PX0323'
 PX0323'A POLARIS AZIMUTH WAS OBSERVED AT THIS TIME FOR A CHECK ON THE
 PX0323'AZIMUTH MARK.
 PX0323'
 PX0323'NEW ROADS HAVE BEEN CONSTRUCTED IN THE ROUTE TO STATION, THEREFORE A
 PX0323'NEW ROUTE TO STATION FOLLOWS.
 PX0323'
 PX0323'STATION IS REACHED FROM THE POST OFFICE IN EMBLEM.  GO SOUTHWESTERLY
 PX0323'ON U.S. HIGHWAYS 14 AND 20 FOR 1.0 MILE TO STATE HIGHWAY 32 ON THE
 PX0323'RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON HIGHWAY 32 FOR 5.3 MILES
 PX0323'TO A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, THENCE
 PX0323'LEFT AND CONTINUE ON A MACADAMIZED ROAD FOR 0.15 MILE TO A
 PX0323'GASLINE DUMPING STATION ON THE LEFT.  TURN RIGHT AND GO NORTHERLY
 PX0323'ON A GRADED ROAD FOR 1.85 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 PX0323'CONTINUE STRAIGHT AHEAD ON THE GRADED ROAD FOR 0.4 MILE TO THE
 PX0323'STATION ON THE LEFT, ON SMALL KNOLL, AS DESCRIBED.
 PX0323'
 PX0323'STATION MARK DISK IS STAMPED RUGGLES 1957, SET IN THE TOP OF A SQUARE
 PX0323'CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES.  MARK IS 131 FEET WEST
 PX0323'OF THE GRADED ROAD AND 2.9 FEET NORTH-NORTHEAST OF A 4 INCH X 4 INCH
 PX0323'WITNESS POST.
 PX0323'
 PX0323'REFERENCE MARK NUMBER 1 DISK IS STAMPED RUGGLES NO 1 1957, SET IN THE
 PX0323'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.  MARK
 PX0323'IS 63 FEET WEST OF THE GRADED ROAD.
 PX0323'
 PX0323'REFERENCE MARK NUMBER 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 PX0323'ATTACHED TO THE TOP OF AN IRON PIPE WHICH PROJECTS ABOUT 16 INCHES.
 PX0323'DISK IS NOT STAMPED.  MARK IS 18.5 FEET SOUTH-SOUTHEAST OF THE
 PX0323'4 FEET X 4 FEET WITNESS POST AND 9 FEET NORTH-NORTHEAST OF A ROUND
 PX0323'POST (WOOD) IN THE GROUND AND PROJECTING ABOUT 5 FEET.
 PX0323'
 PX0323'AZIMUTH MARK DISK IS STAMPED RUGGLES 1957, SET IN THE TOP OF A SQUARE
 PX0323'CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES.  MARK IS 27 FEET EAST
 PX0323'OF THE GRADED ROAD AND 1 FOOT NORTH OF A 4 FEET X 4 FEET WOOD
 PX0323'WITNESS POST.
 PX0323'
 PX0323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WNW OF
 PX0323'EMBLEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0200 ***********************************************************************
 NS0200  DESIGNATION -  RUSS
 NS0200  PID         -  NS0200
 NS0200  STATE/COUNTY-  WY/FREMONT
 NS0200  USGS QUAD   -  SULPHUR BAR SPRING (1980)
 NS0200
 NS0200                         *CURRENT SURVEY CONTROL
 NS0200  ___________________________________________________________________
 NS0200* NAD 83(1993)-  42 21 22.87043(N)    108 19 14.55454(W)     ADJUSTED  
 NS0200* NAVD 88     -      2255.1    (meters)    7399.     (feet)  VERTCON   
 NS0200  ___________________________________________________________________
 NS0200  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 NS0200  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 NS0200
 NS0200  HORZ ORDER  -  THIRD
 NS0200
 NS0200.The horizontal coordinates were established by classical geodetic methods
 NS0200.and adjusted by the National Geodetic Survey in January 1997..
 NS0200
 NS0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0200
 NS0200.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0200
 NS0200.The geoid height was determined by GEOID03.
 NS0200
 NS0200;                    North         East     Units Scale Factor Converg.
 NS0200;SPC WYWC     -   206,247.027   635,365.727   MT  0.99995288   +0 17 21.2
 NS0200;UTM  12      - 4,692,820.235   720,657.689   MT  1.00019911   +1 48 21.1
 NS0200
 NS0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0200!SPC WYWC     -   0.99964849  x   0.99995288  =   0.99960138
 NS0200!UTM  12      -   0.99964849  x   1.00019911  =   0.99984753
 NS0200
 NS0200:                Primary Azimuth Mark                     Grid Az
 NS0200:SPC WYWC     -  DAILEY                                   066 42 31.9
 NS0200:UTM  12      -  DAILEY                                   065 11 32.0
 NS0200
 NS0200|---------------------------------------------------------------------|
 NS0200| PID    Reference Object                     Distance      Geod. Az  |
 NS0200|                                                           dddmmss.s |
 NS0200| NS0199 DAILEY                              APPROX. 4.5 KM 0665953.1 |
 NS0200|---------------------------------------------------------------------|
 NS0200
 NS0200                          SUPERSEDED SURVEY CONTROL
 NS0200
 NS0200  NAD 83(1986)-  42 21 22.85529(N)    108 19 14.55433(W) AD(       ) 3
 NS0200  NAD 27      -  42 21 23.00866(N)    108 19 12.19095(W) AD(       ) 3
 NS0200  NGVD 29 (07/19/86) 2253.9    (m)         7395.     (f) VERT ANG       
 NS0200
 NS0200.Superseded values are not recommended for survey control.
 NS0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0200.See file dsdata.txt to determine how the superseded data were derived.
 NS0200
 NS0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM2065892820(NAD 83)
 NS0200
 NS0200  HISTORY     - Date     Condition        Report By
 NS0200  HISTORY     - 1951     MONUMENTED       USGS
 NS0200  HISTORY     - 1961     GOOD             USGS
 NS0200
 NS0200                          STATION DESCRIPTION
 NS0200
 NS0200'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (PJL)
 NS0200'FROM SWEETWATER STATION ON U.S.HIGHWAY 287,PROCEED SE.0.1 MI. TO BISON
 NS0200'BASIN RD. TURN S. ON RD. AND DRIVE 13.1 MI., TURN RIGHT AS A DRAIN IS
 NS0200'CROSSED.  AT FIRST X-RDS., GO STRAIGHT AND DRIVE 3.2 MI. TO RD. FORKS.
 NS0200'
 NS0200'TAKE MIDDLE LEG OF Y AND PROCEED 1.3 MI., TURN LEFT AT Y-RD.  CONTINUE
 NS0200'3.3 MI. AND TURN RIGHT ACROSS COUNTRY.  GO UP RIDGE TO HIGHEST POINT
 NS0200'OF HILL AND STATION.
 NS0200'
 NS0200'STATION MARK - STANDARD BRONZE TABLET CEMENTED INTO SOLID ROCK OUTCROP
 NS0200'STAMPED, ---RUSS 1951---.
 NS0200'
 NS0200'REFERENCE MARK NO.1 - STANDARD REFERENCE BRONZE REFERENCE TABLET
 NS0200'CEMENTED INTO ROCK OUTCROP, STAMPED ---RUSS RM NO.1 1951---, 16.47 FT.
 NS0200'FROM STATION, S 82 DEG 20 MIN W.
 NS0200'
 NS0200'REFERENCE MARK NO.2 - STANDARD BRONZE REFERENCE TABLET CEMENTED INTO
 NS0200'ROCK OUTCROP, STAMPED ---RUSS RM NO.2 1951---, 28.43 FT. FROM STATION,
 NS0200'N 14 DEG 22 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0454 ***********************************************************************
 PX0454  DESIGNATION -  RUSSELL
 PX0454  PID         -  PX0454
 PX0454  STATE/COUNTY-  WY/PARK
 PX0454  USGS QUAD   -  WINDY MOUNTAIN (1991)
 PX0454
 PX0454                         *CURRENT SURVEY CONTROL
 PX0454  ___________________________________________________________________
 PX0454* NAD 83(1993)-  44 49 08.57029(N)    109 31 33.03022(W)     ADJUSTED  
 PX0454* NAVD 88     -      2794.4    (meters)    9168.     (feet)  VERTCON   
 PX0454  ___________________________________________________________________
 PX0454  LAPLACE CORR-         -15.91  (seconds)                    DEFLEC99
 PX0454  GEOID HEIGHT-          -8.72  (meters)                     GEOID03
 PX0454
 PX0454  HORZ ORDER  -  THIRD
 PX0454
 PX0454.The horizontal coordinates were established by classical geodetic methods
 PX0454.and adjusted by the National Geodetic Survey in January 1997..
 PX0454
 PX0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0454
 PX0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0454
 PX0454.The geoid height was determined by GEOID03.
 PX0454
 PX0454;                    North         East     Units Scale Factor Converg.
 PX0454;SPC WYWC     -   480,049.209   538,638.915   MT  0.99998378   -0 32 48.8
 PX0454;UTM  12      - 4,963,906.148   616,551.448   MT  0.99976704   +1 02 21.1
 PX0454
 PX0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0454!SPC WYWC     -   0.99956342  x   0.99998378  =   0.99954721
 PX0454!UTM  12      -   0.99956342  x   0.99976704  =   0.99933056
 PX0454
 PX0454:                Primary Azimuth Mark                     Grid Az
 PX0454:SPC WYWC     -  WINDY                                    240 27 08.7
 PX0454:UTM  12      -  WINDY                                    238 51 58.8
 PX0454
 PX0454|---------------------------------------------------------------------|
 PX0454| PID    Reference Object                     Distance      Geod. Az  |
 PX0454|                                                           dddmmss.s |
 PX0454| PX0455 WINDY                               APPROX. 6.1 KM 2395419.9 |
 PX0454|---------------------------------------------------------------------|
 PX0454
 PX0454                          SUPERSEDED SURVEY CONTROL
 PX0454
 PX0454  NAD 83(1993)-  44 49 08.56103(N)    109 31 33.01492(W) AD(       ) 3
 PX0454  NAD 83(1986)-  44 49 08.55424(N)    109 31 33.01167(W) AD(       ) 3
 PX0454  NAD 27      -  44 49 08.76304(N)    109 31 30.40409(W) AD(       ) 3
 PX0454  NGVD 29 (09/11/89) 2793.2    (m)         9164.     (f) VERT ANG       
 PX0454
 PX0454.Superseded values are not recommended for survey control.
 PX0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0454.See file dsdata.txt to determine how the superseded data were derived.
 PX0454
 PX0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1655163906(NAD 83)
 PX0454_MARKER: DS = TRIANGULATION STATION DISK
 PX0454_SETTING: 66 = SET IN ROCK OUTCROP
 PX0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0454
 PX0454  HISTORY     - Date     Condition        Report By
 PX0454  HISTORY     - 1947     MONUMENTED       USGS
 PX0454  HISTORY     - 1953     GOOD             USGS
 PX0454
 PX0454                          STATION DESCRIPTION
 PX0454
 PX0454'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0454'STATION FOUND IN GOOD CONDITION BY USGS IN 1953, AND DESCRIBED AS
 PX0454'FOLLOWS, STATION IS LOCATED ON THE N. END OF THE HIGHEST RIDGE ON THE
 PX0454'DIVIDE BETWEEN RUSSELL CREEK TO THE S. AND CLARKS FORK OF THE
 PX0454'YELLOWSTONE RIVER TO THE N. AND AT THE HEAD OF DEAD MAN CREEK.  ABOUT
 PX0454'3 MI. NW. OF DODD RANCH.  ABOUT 6.5 MI. AIR NW. OF THE JUNCTION OF THE
 PX0454'SUNLIGHT BASIN RD. AND THE RD. TO COOKE CITY, MONTANA.
 PX0454'
 PX0454'TO REACH FROM THE POST OFFICE AT CODY, WYOMING, FOLLOW MAIN RD. TOWARD
 PX0454'CLARK, WYOMING FOR 18 MI. TO THE JUNCTION OF RD. W. OVER DEAD INDIAN
 PX0454'HILL.  FOLLOW RD. OVER DEAD INDIAN HILL TO JUNCTION OF SUNLIGHT BASIN
 PX0454'RD.  AND RD. TO COOKE CITY.  TAKE RD. TOWARD COOKE CITY AND FOLLOW
 PX0454'ABOUT 3.5 MI. TO SADDLE BEHIND A TABLE  SHAPED MESA AND JUNCTION OF A
 PX0454'TRAIL RD. W. TO DODD RANCH.  FOLLOW TRAIL RD. TO THE DODD RANCH.
 PX0454'FROM THE DODD RANCH A TRAIL LEADS UP RUSSELL CREEK AND THEN UP A CREEK
 PX0454'TO SADDLE IN BACK OF RUSSELL PEAK.  FOLLOW THIS TRAIL TO SADDLE AND
 PX0454'THEN CLIMB TO N. END OF RIDGE AND STATION SITE.  HORSES CAN BE TAKEN
 PX0454'TO STATION.  WATER IS AVAILABLE AT THE DODD RANCH.
 PX0454'
 PX0454'RECOVERED BY USGS IN 1953.
 PX0454'
 PX0454'STATION MARK - STANDARD STATION TABLET STAMPED---RUSSELL 1947--- AND
 PX0454'CEMENTED IN ROCK OUTCROP.
 PX0454'
 PX0454'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1---
 PX0454'CEMENTED IN ROCK REEF, 21.16 FT. FROM STATION N 32 DEGREES
 PX0454'13 MINUTES NE.
 PX0454'
 PX0454'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED---REF 2---
 PX0454'CEMENTED IN ROCK LEDGE, 40.89 FT. FROM STATION N 41 DEGREES
 PX0454'26 MINUTES SE.
 PX0454'
 PX0454'REFERENCE MARK NO.3 - STANDARD FOREST SERVICE STATION TABLET STAMPED
 PX0454'---RUSSELL PK. 1933--- CEMENTED IN ROCK OUTCROP 1.922 FT. FROM STATION
 PX0454'NO AZIMUTH GIVEN.
 PX0454
 PX0454                          STATION RECOVERY (1953)
 PX0454
 PX0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (EDE)
 PX0454'STATION IS LOCATED ON THE N. END OF THE HIGHEST RIDGE ON THE DIVIDE
 PX0454'BETWEEN RUSSELL CREEK TO THE S. AND CLARKS FORK OF THE YELLOWSTONE
 PX0454'RIVER TO THE N. AND AT THE HEAD OF DEAD MAN CREEK.  ABOUT 3 MI. NW.
 PX0454'OF DODD RANCH.  ABOUT 6.5 MI. (AIRLINE) NW. OF THE JUNCTION OF THE
 PX0454'SUNLIGHT BASIN ROAD AND THE RD. TO COOKE CITY, MONTANA.
 PX0454'
 PX0454'TO REACH STATION FROM THE POST OFFICE AT CODY, WYOMING, FOLLOW MAIN
 PX0454'RD. TOWARD CLARK, WYOMING, FOR 18 MI. TO THE JUNCTION OF RD. W. OVER
 PX0454'DEAD INDIAN HILL.  FOLLOW RD. OVER DEAD INDIAN HILL TO JUNCTION OF
 PX0454'SUNLIGHT BASIN ROAD AND RD. TO COOKE CITY.  TAKE RD. TOWARD COOKE
 PX0454'CITY AND FOLLOW ABOUT 3.5 MI. TO SADDLE BEHIND A TABLE SHAPED MESA
 PX0454'AND JUNCTION OF A TRAIL RD. W. TO DODD RANCH.  FOLLOW TRAIL RD. TO
 PX0454'THE DODD RANCH.  FROM THE DODD RANCH A TRAIL LEADS UP RUSSELL CREEK
 PX0454'AND THENCE UP A CREEK TO SADDLE IN BACK OF RUSSELL PEAK.  FOLLOW
 PX0454'THIS TRAIL TO SADDLE AND THEN CLIMB TO N. END OF RIDGE AND STATION
 PX0454'SITE.  HORSES CAN BE TAKEN TO STATION.  WATER IS AVAILABLE AT THE
 PX0454'DODD RANCH.
 PX0454'
 PX0454'STATION FOUND IN GOOD CONDITION AS
 PX0454'DESCRIBED BY J. M. STRICKLAND (USGS) IN 1947.
 PX0454'
 PX0454'STATION MARK--STANDARD STATION TABLET, STAMPED ---RUSSELL 1947---,
 PX0454'CEMENTED IN ROCK OUTCROP.
 PX0454'
 PX0454'REFERENCE MARK NO. 1--STANDARD STATION TABLET, STAMPED ---REF 1---,
 PX0454'CEMENTED IN ROCK REEF, 21.16 FT. FROM STATION, N 32 DEG 13 MIN E.
 PX0454'
 PX0454'REFERENCE MARK NO. 2--STANDARD STATION TABLET, STAMPED ---REF 2---,
 PX0454'CEMENTED IN ROCK LEDGE, 40.89 FT. FROM STATION, S 41 DEG 26 MIN E.
 PX0454'
 PX0454'REFERENCE MARK NO. 3--STANDARD FOREST SERVICE STATION TABLET, STAMPED
 PX0454'---RUSSELL PK. 1933---, CEMENTED IN ROCK OUTCROP, 1.922 FT. FROM
 PX0454'STATION, NO AZIMUTH GIVEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1022 ***********************************************************************
 MO1022  DESIGNATION -  RUSSELL
 MO1022  PID         -  MO1022
 MO1022  STATE/COUNTY-  WY/LARAMIE
 MO1022  USGS QUAD   -  LINDBERGH (1991)
 MO1022
 MO1022                         *CURRENT SURVEY CONTROL
 MO1022  ___________________________________________________________________
 MO1022* NAD 83(1993)-  41 15 29.10040(N)    104 06 17.27190(W)     ADJUSTED  
 MO1022* NAVD 88     -      1630.     (meters)    5348.     (feet)  SCALED    
 MO1022  ___________________________________________________________________
 MO1022  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 MO1022  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 MO1022
 MO1022  HORZ ORDER  -  SECOND
 MO1022
 MO1022.The horizontal coordinates were established by classical geodetic methods
 MO1022.and adjusted by the National Geodetic Survey in January 1997..
 MO1022
 MO1022.The orthometric height was scaled from a topographic map.
 MO1022
 MO1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1022
 MO1022.The geoid height was determined by GEOID03.
 MO1022
 MO1022;                    North         East     Units Scale Factor Converg.
 MO1022;SPC WY E     -    84,724.912   288,986.255   MT  1.00003492   +0 42 01.1
 MO1022;SPC NE       -   166,345.576   156,236.141   MT  0.99966790   -2 43 12.9
 MO1022;UTM  13      - 4,567,793.780   574,993.846   MT  0.99966921   +0 35 25.3
 MO1022
 MO1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1022!SPC WY E     -   0.99974725  x   1.00003492  =   0.99978216
 MO1022!SPC NE       -   0.99974725  x   0.99966790  =   0.99941524
 MO1022!UTM  13      -   0.99974725  x   0.99966921  =   0.99941655
 MO1022
 MO1022:                Primary Azimuth Mark                     Grid Az
 MO1022:SPC WY E     -  RUSSELL AZ MK                            083 15 01.5
 MO1022:SPC NE       -  RUSSELL AZ MK                            086 40 15.5
 MO1022:UTM  13      -  RUSSELL AZ MK                            083 21 37.3
 MO1022
 MO1022|---------------------------------------------------------------------|
 MO1022| PID    Reference Object                     Distance      Geod. Az  |
 MO1022|                                                           dddmmss.s |
 MO1022| CQ4835 RUSSELL AZ MK                                      0835702.6 |
 MO1022| CQ4836 RUSSELL RM 1                         15.980 METERS 08853     |
 MO1022| MO1026 PINE BLUFFS RURAL ELEC RADIO        APPROX.11.5 KM 1682020.1 |
 MO1022| CQ4837 RUSSELL RM 2                         17.312 METERS 17351     |
 MO1022|---------------------------------------------------------------------|
 MO1022
 MO1022                          SUPERSEDED SURVEY CONTROL
 MO1022
 MO1022  NAD 83(1986)-  41 15 29.09112(N)    104 06 17.27085(W) AD(       ) 2
 MO1022  NAD 27      -  41 15 29.16100(N)    104 06 15.44210(W) AD(       ) 2
 MO1022
 MO1022.Superseded values are not recommended for survey control.
 MO1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1022.See file dsdata.txt to determine how the superseded data were derived.
 MO1022
 MO1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7499467794(NAD 83)
 MO1022_MARKER: DS = TRIANGULATION STATION DISK
 MO1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1022
 MO1022  HISTORY     - Date     Condition        Report By
 MO1022  HISTORY     - 1963     MONUMENTED       CGS
 MO1022
 MO1022                          STATION DESCRIPTION
 MO1022
 MO1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1022'THE STATION IS 5 MILES NORTH AND 2 MILES WEST OF PINE BLUFFS,
 MO1022'IN THE NORTHEAST QUARTER OF SECTION 20, T 15 N, R 60 W AND ON
 MO1022'PROPERTY OWNED BY MR. BOYD RUSSELL.
 MO1022'
 MO1022'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 30 AND
 MO1022'STATE SECONDARY 1104, IN PINE BLUFFS, GO NORTHERLY ON SECONDARY
 MO1022'1104 FOR 6 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 MO1022'WEST ON A GRAVEL ROAD FOR 1.05 MILE TO WHERE THE MAIN ROAD
 MO1022'TURNS RIGHT AND A WIRE GATE AND AZIMUTH MARK ON THE LEFT.
 MO1022'TURN LEFT PASSING THROUGH THE GATE THEN TURN RIGHT AND GO
 MO1022'WESTERLY ALONG THE SOUTH SIDE OF THE FENCE FOR 0.25 MILE TO
 MO1022'THE HIGHEST POINT OF A SMALL RIDGE AND THE STATION.
 MO1022'
 MO1022'STATION MARKS ARE STANDARD DISKS STAMPED RUSSELL 1963.  THE
 MO1022'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1022'SURFACE OF THE GROUND.  IT IS 180 FEET SOUTH OF AN EAST-WEST
 MO1022'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 MO1022'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1022'
 MO1022'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RUSSELL 1963
 MO1022'NO 1, IS SET IN A SQUARE CONCRETE POST 2 INCHES BELOW THE
 MO1022'SURFACE OF THE GROUND.  IT IS 180 FEET SOUTH OF THE FENCE.
 MO1022'
 MO1022'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RUSSELL 1963
 MO1022'NO 2, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO1022'OF THE GROUND.  IT IS 236 FEET SOUTH OF THE FENCE.
 MO1022'
 MO1022'AZIMUTH MARK, A STANDARD DISK STAMPED RUSSELL 1963, IS SET
 MO1022'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 68
 MO1022'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 56 FEET SOUTHEAST
 MO1022'FROM THE CENTER OF THE GATE, 2 FEET NORTH OF A METAL WITNESS
 MO1022'POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 MO1022'
 MO1022'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1220 ***********************************************************************
 MO1220  DESIGNATION -  RUSSELL
 MO1220  PID         -  MO1220
 MO1220  STATE/COUNTY-  WY/ALBANY
 MO1220  USGS QUAD   -  SHERMAN MOUNTAINS EAST (1992)
 MO1220
 MO1220                         *CURRENT SURVEY CONTROL
 MO1220  ___________________________________________________________________
 MO1220* NAD 83(1993)-  41 14 11.72583(N)    105 19 06.41772(W)     ADJUSTED  
 MO1220* NAVD 88     -      2508.8    (meters)    8231.     (feet)  VERTCON   
 MO1220  ___________________________________________________________________
 MO1220  LAPLACE CORR-         -15.18  (seconds)                    DEFLEC99
 MO1220  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 MO1220
 MO1220  HORZ ORDER  -  FIRST
 MO1220
 MO1220.The horizontal coordinates were established by classical geodetic methods
 MO1220.and adjusted by the National Geodetic Survey in January 1997..
 MO1220
 MO1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1220
 MO1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1220
 MO1220.The geoid height was determined by GEOID03.
 MO1220
 MO1220;                    North         East     Units Scale Factor Converg.
 MO1220;SPC WY E     -    81,805.378   187,276.301   MT  0.99993949   -0 06 00.2
 MO1220;UTM  13      - 4,565,070.278   473,313.899   MT  0.99960876   -0 12 35.7
 MO1220
 MO1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1220!SPC WY E     -   0.99960859  x   0.99993949  =   0.99954810
 MO1220!UTM  13      -   0.99960859  x   0.99960876  =   0.99921750
 MO1220
 MO1220:                Primary Azimuth Mark                     Grid Az
 MO1220:SPC WY E     -  SAN FRAN NEW YORK AWY BCN 38             100 24 32.7
 MO1220:UTM  13      -  SAN FRAN NEW YORK AWY BCN 38             100 31 08.2
 MO1220
 MO1220|---------------------------------------------------------------------|
 MO1220| PID    Reference Object                     Distance      Geod. Az  |
 MO1220|                                                           dddmmss.s |
 MO1220| MO1218 SAN FRAN NEW YORK AWY BCN 38        APPROX. 6.4 KM 1001832.5 |
 MO1220| CQ4834 RUSSELL RM 2                          7.324 METERS 23823     |
 MO1220| CQ4833 RUSSELL AZ MK                                      2524520.8 |
 MO1220| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.10.3 KM 2894926.7 |
 MO1220| MO1221 RUSSELL RM 1                         10.271 METERS 34844     |
 MO1220|---------------------------------------------------------------------|
 MO1220
 MO1220                          SUPERSEDED SURVEY CONTROL
 MO1220
 MO1220  NAD 83(1986)-  41 14 11.71126(N)    105 19 06.41574(W) AD(       ) 1
 MO1220  NAD 27      -  41 14 11.78100(N)    105 19 04.47800(W) AD(       ) 1
 MO1220  NGVD 29 (07/19/86) 2507.7    (m)         8227.     (f) VERT ANG       
 MO1220
 MO1220.Superseded values are not recommended for survey control.
 MO1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1220.See file dsdata.txt to determine how the superseded data were derived.
 MO1220
 MO1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7331465070(NAD 83)
 MO1220_MARKER: DS = TRIANGULATION STATION DISK
 MO1220_SETTING: 66 = SET IN ROCK OUTCROP
 MO1220_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 MO1220
 MO1220  HISTORY     - Date     Condition        Report By
 MO1220  HISTORY     - 1912     MONUMENTED       CGS
 MO1220  HISTORY     - 1948     GOOD             CGS
 MO1220
 MO1220                          STATION DESCRIPTION
 MO1220
 MO1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 MO1220'NEAR THE EASTERN EDGE OF FORT D.A. RUSSELL TARGET AND MANEUVER
 MO1220'RESERVE ON TOP OF A BARE ROCKY PEAK ABOUT 3-1/2 MILES EAST
 MO1220'OF POLE MOUNTAIN.  THE PEAK IS THE HIGHEST IN THAT IMMEDIATE
 MO1220'VICINITY AND HAS A ROCKY, PARTIALLY WOODED RIDGE MAKING OFF
 MO1220'FROM IT TOWARD THE WEST.  THE STATION IS ON THE SOUTH SIDE
 MO1220'OF THE PEAK SLIGHTLY BELOW A HIGH BOWLDER TO THE NORTH, WITH
 MO1220'GREENTOP MOUNTAIN SHOWING THROUGH A SMALL NOTCH IN THE SUMMIT.
 MO1220'A REFERENCE MARK
 MO1220'IS 1.03 METERS ABOVE THE STATION AND 10.27
 MO1220'METERS (33.7 FEET) DISTANT N 11 DEG 19 MIN W.
 MO1220
 MO1220                          STATION RECOVERY (1948)
 MO1220
 MO1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1220'THE STATION AND REFERENCE MARK WERE FOUND IN GOOD CONDITION
 MO1220'AS DESCRIBED.  ANOTHER REFERENCE MARK AND AN AZIMUTH MARK
 MO1220'WERE ESTABLISHED.  COMPLETE DATA LISTED BELOW.
 MO1220'
 MO1220'THE STATION IS LOCATED NEAR THE EASTERN EDGE OF FORT D.A.
 MO1220'RUSSELL TARGET AND MANEUVER RESERVE, ON THE SOUTH SIDE OF A
 MO1220'BARE ROCKY PEAK, WHICH IS THE HIGHEST IN THE IMMEDIATE VICINITY
 MO1220'AND HAS ROCKY, PARTIALLY-WOODED RIDGE LEADING TO THE WEST,
 MO1220'ABOUT 3.5 MILES AIRLINE EAST OF POLE MOUNTAIN, ABOUT 40 FEET
 MO1220'SOUTHWEST OF THE HIGHEST POINT, A BRONZE DISK
 MO1220'STAMPED, RUSSELL 1912.
 MO1220'
 MO1220'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET ABOVE THE STATION,
 MO1220'ABOUT 30 FEET WEST OF THE HIGHEST PART OF PEAK, A BRONZE
 MO1220'DISK STAMPED, RUSSELL NO 1 1912.
 MO1220'
 MO1220'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 MO1220'STATION, ON THE WEST SLOPE, A BRONZE DISK
 MO1220'STAMPED, RUSSELL NO 2 1948.
 MO1220'
 MO1220'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, ABOUT
 MO1220'50 YARDS NORTHWEST OF THE WEST EDGE OF A DRY LAKE, 40 PACES
 MO1220'WEST OF A LARGE DEAD TREE, 13 PACES SOUTH OF THE CENTER LINE
 MO1220'OF TRACK ROAD TO STATION, A BRONZE DISK,
 MO1220'PROJECTS 18 INCHES, STAMPED, RUSSELL 1948.
 MO1220'
 MO1220'TO REACH FROM THE POST OFFICE IN LARAMIE.  GO SOUTH 1 BLOCK
 MO1220'TO GRAND AVENUE.  TURN LEFT (EAST) ON GRAND AVENUE, (WHICH
 MO1220'IS ALSO U.S. HIGHWAY 30) AND GO 9.9 MILES TO A SIDE ROAD
 MO1220'LEFT.  TURN LEFT (LEAVING HIGHWAY) AND FOLLOW DIRT ROAD OVER
 MO1220'SUMMIT AND DOWN OTHER SIDE EASTERLY FOR 5.65 MILES TO A T
 MO1220'ROAD RIGHT AND SIGN BLAIR CAMP GROUND, NATIONAL GUARD CAMP.
 MO1220'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO CROSSROAD.  TURN LEFT
 MO1220'(EASTERLY) AND GO 0.8 MILE TO CROSSROAD.  A DIM ROAD GOES
 MO1220'STRAIGHT AHEAD, LEAVE THE MAIN TRAVELED ROAD AND CONTINUE
 MO1220'STRAIGHT AHEAD ON THIS DIM ROAD FOR 0.9 MILE TO A DRY LAKE
 MO1220'AND THE AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE STRAIGHT
 MO1220'AHEAD FOR 0.05 MILE TO A DIM FORK.  TAKE THE RIGHT FORK
 MO1220'AND GO ABOUT 0.5 MILE TO A TRIANGLE BLAZE ON ASPEN TREE AT
 MO1220'THE WEST END OF A SMALL ASPEN GROVE.  CONTINUE EASTERLY
 MO1220'WORKING WAY TOWARD BASE OF ROCKY PEAK FOR ABOUT 0.15 MILE
 MO1220'TO THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 MO1220'EASTERLY PICKING WAY TO THE HIGHEST POINT AND STATION AS
 MO1220'DESCRIBED ABOVE.  A 15 MINUTE PACK.
 MO1220'
 MO1220'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1221 ***********************************************************************
 MO1221  DESIGNATION -  RUSSELL RM 1
 MO1221  PID         -  MO1221
 MO1221  STATE/COUNTY-  WY/ALBANY
 MO1221  USGS QUAD   -  SHERMAN MOUNTAINS EAST (1992)
 MO1221
 MO1221                         *CURRENT SURVEY CONTROL
 MO1221  ___________________________________________________________________
 MO1221* NAD 83(1993)-  41 14 12.05236(N)    105 19 06.50394(W)     ADJUSTED  
 MO1221* NAVD 88     -      2508.8    (meters)    8231.     (feet)  VERTCON   
 MO1221  ___________________________________________________________________
 MO1221  LAPLACE CORR-         -15.18  (seconds)                    DEFLEC99
 MO1221  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 MO1221
 MO1221  HORZ ORDER  -  THIRD
 MO1221
 MO1221.The horizontal coordinates were established by classical geodetic methods
 MO1221.and adjusted by the National Geodetic Survey in January 1997..
 MO1221
 MO1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1221
 MO1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1221
 MO1221.The geoid height was determined by GEOID03.
 MO1221
 MO1221;                    North         East     Units Scale Factor Converg.
 MO1221;SPC WY E     -    81,815.455   187,274.311   MT  0.99993949   -0 06 00.2
 MO1221;UTM  13      - 4,565,080.355   473,311.929   MT  0.99960877   -0 12 35.7
 MO1221
 MO1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1221!SPC WY E     -   0.99960859  x   0.99993949  =   0.99954810
 MO1221!UTM  13      -   0.99960859  x   0.99960877  =   0.99921751
 MO1221
 MO1221:                Primary Azimuth Mark                     Grid Az
 MO1221:SPC WY E     -  POLE                                     266 24 02.0
 MO1221:UTM  13      -  POLE                                     266 30 37.5
 MO1221
 MO1221|---------------------------------------------------------------------|
 MO1221| PID    Reference Object                     Distance      Geod. Az  |
 MO1221|                                                           dddmmss.s |
 MO1221| MO1232 POLE                                APPROX. 6.5 KM 2661801.8 |
 MO1221| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.10.3 KM 2894629.8 |
 MO1221|---------------------------------------------------------------------|
 MO1221
 MO1221                          SUPERSEDED SURVEY CONTROL
 MO1221
 MO1221  NAD 83(1986)-  41 14 12.03779(N)    105 19 06.50197(W) AD(       ) 3
 MO1221  NAD 27      -  41 14 12.10549(N)    105 19 04.56407(W) AD(       ) 3
 MO1221  NGVD 29 (07/19/86) 2507.7    (m)         8227.     (f) VERT ANG       
 MO1221
 MO1221.Superseded values are not recommended for survey control.
 MO1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1221.See file dsdata.txt to determine how the superseded data were derived.
 MO1221
 MO1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7331265080(NAD 83)
 MO1221_MARKER: DR = REFERENCE MARK DISK
 MO1221_SETTING: 66 = SET IN ROCK OUTCROP
 MO1221_SP_SET: SET IN BEDROCK
 MO1221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1221+STABILITY: POSITION/ELEVATION WELL
 MO1221
 MO1221  HISTORY     - Date     Condition        Report By
 MO1221  HISTORY     - 1912     MONUMENTED       CGS
 MO1221  HISTORY     - 1947     GOOD             USGS
 MO1221
 MO1221                          STATION DESCRIPTION
 MO1221
 MO1221'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1221'STATION LOCATED ABOUT 15.0 MI. SE. OF LARAMIE, IN SEC. 26, T 15 N,
 MO1221'R 71 W, ON TOP OF AN ISOLATED ROCK BUTTE.
 MO1221'
 MO1221'TO REACH FROM LARAMIE POST OFFICE, GO E. ON U.S. HIGHWAY 30 9.0 MI. TO
 MO1221'SIDE RD., TURN LEFT ON GRAVEL RD. AND GO E. 1.4 MI. TO RD.
 MO1221'INTERSECTION, TURN RIGHT AND GO 2.6 MI. TO A T-RD. INTERSECTION,
 MO1221'CONTINUE AHEAD 0.4 MI. TO CROSSROADS, TURN LEFT AND GO NE. 0.8 MI. TO
 MO1221'A T-RD. INTERSECTION, CONTINUE E. ON DIM TRAIL 1.4 MI. TO W. SIDE OF
 MO1221'ROCK BUTTE AND END OF TRUCK TRAVEL.  WALK E. TO TOP OF BUTTE AND
 MO1221'STATION (20 MINUTE WALK).
 MO1221'
 MO1221'STATION MARK--STANDARD USC AND GS DISK REFERENCE DISK, IN BEDROCK,
 MO1221'STAMPED ---RUSSELL NO. 1 1912---.
 MO1221'
 MO1221'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0464 ***********************************************************************
 NR0464  DESIGNATION -  RUST
 NR0464  PID         -  NR0464
 NR0464  STATE/COUNTY-  WY/NATRONA
 NR0464  USGS QUAD   -  MILES RANCH (1984)
 NR0464
 NR0464                         *CURRENT SURVEY CONTROL
 NR0464  ___________________________________________________________________
 NR0464* NAD 83(1993)-  42 52 33.23564(N)    107 30 28.19425(W)     ADJUSTED  
 NR0464* NAVD 88     -      2101.4    (meters)    6894.     (feet)  VERTCON   
 NR0464  ___________________________________________________________________
 NR0464  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 NR0464  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 NR0464
 NR0464  HORZ ORDER  -  THIRD
 NR0464
 NR0464.The horizontal coordinates were established by classical geodetic methods
 NR0464.and adjusted by the National Geodetic Survey in January 1997..
 NR0464
 NR0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0464
 NR0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0464
 NR0464.The geoid height was determined by GEOID03.
 NR0464
 NR0464;                    North         East     Units Scale Factor Converg.
 NR0464;SPC WYEC     -   363,882.818   385,743.518   MT  0.99994000   -0 07 07.4
 NR0464;UTM  13      - 4,750,084.745   295,174.915   MT  1.00011615   -1 42 25.0
 NR0464
 NR0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0464!SPC WYEC     -   0.99967258  x   0.99994000  =   0.99961260
 NR0464!UTM  13      -   0.99967258  x   1.00011615  =   0.99978869
 NR0464
 NR0464:                Primary Azimuth Mark                     Grid Az
 NR0464:SPC WYEC     -  YELLOW                                   248 09 51.5
 NR0464:UTM  13      -  YELLOW                                   249 45 09.1
 NR0464
 NR0464|---------------------------------------------------------------------|
 NR0464| PID    Reference Object                     Distance      Geod. Az  |
 NR0464|                                                           dddmmss.s |
 NR0464| NR0467 YELLOW                              APPROX. 7.4 KM 2480244.1 |
 NR0464|---------------------------------------------------------------------|
 NR0464
 NR0464                          SUPERSEDED SURVEY CONTROL
 NR0464
 NR0464  NAD 83(1986)-  42 52 33.22756(N)    107 30 28.19476(W) AD(       ) 3
 NR0464  NAD 27      -  42 52 33.38665(N)    107 30 25.94882(W) AD(       ) 3
 NR0464  NGVD 29 (07/19/86) 2100.3    (m)         6891.     (f) VERT ANG       
 NR0464
 NR0464.Superseded values are not recommended for survey control.
 NR0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0464.See file dsdata.txt to determine how the superseded data were derived.
 NR0464
 NR0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9517550085(NAD 83)
 NR0464_MARKER: DD = SURVEY DISK
 NR0464_SETTING: 0 = UNSPECIFIED SETTING
 NR0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0464
 NR0464  HISTORY     - Date     Condition        Report By
 NR0464  HISTORY     - 1950     MONUMENTED       USGS
 NR0464
 NR0464                          STATION DESCRIPTION
 NR0464
 NR0464'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0464'THE STATION IS LOCATED ABOUT 19.9 MI. S. AND 10.3 MI. E. OF MONETA,
 NR0464'WYOMING.  IN NE. 1/4 SEC. 33, T 34 N, R 89 W.
 NR0464'
 NR0464'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED 0.4 MI. E. ON HIGHWAY
 NR0464'(20-26).  TURN RIGHT, S., 1.2 MI. ON COUNTY RD. TO RD. FORK, THENCE
 NR0464'RIGHT, W., ON GRADED RD.  CONTINUE ON MAIN RD. FOR 21.9 MI. TO RD.
 NR0464'FORK, THENCE RIGHT 1.1 MI. TO INTERSECTION WITH PIPELINE RD., THENCE
 NR0464'LEFT, E., ON PIPELINE RD. 11.4 MI. TO THE TOP OF PLATEAU.  THE STATION
 NR0464'LIES ABOUT 25 FT. TO THE RIGHT OF THE RD.
 NR0464'
 NR0464'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROTRUDING
 NR0464'ABOUT 4 IN. ABOVE GROUND SURFACE, AND STAMPED ---WR RUST, 1950 VABM
 NR0464'6891---.
 NR0464'
 NR0464'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0188 ***********************************************************************
 NS0188  DESIGNATION -  RUSTY
 NS0188  PID         -  NS0188
 NS0188  STATE/COUNTY-  WY/FREMONT
 NS0188  USGS QUAD   -  LOST CREEK RESERVOIR (1961)
 NS0188
 NS0188                         *CURRENT SURVEY CONTROL
 NS0188  ___________________________________________________________________
 NS0188* NAD 83(1993)-  42 19 22.61720(N)    108 07 17.08733(W)     ADJUSTED  
 NS0188* NAVD 88     -      2228.4    (meters)    7311.     (feet)  VERTCON   
 NS0188  ___________________________________________________________________
 NS0188  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 NS0188  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 NS0188
 NS0188  HORZ ORDER  -  THIRD
 NS0188
 NS0188.The horizontal coordinates were established by classical geodetic methods
 NS0188.and adjusted by the National Geodetic Survey in January 1997..
 NS0188
 NS0188.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0188
 NS0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0188
 NS0188.The geoid height was determined by GEOID03.
 NS0188
 NS0188;                    North         East     Units Scale Factor Converg.
 NS0188;SPC WYWC     -   202,638.883   651,811.602   MT  0.99997052   +0 25 23.7
 NS0188;UTM  12      - 4,689,647.616   737,197.973   MT  1.00029231   +1 56 20.7
 NS0188
 NS0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0188!SPC WYWC     -   0.99965273  x   0.99997052  =   0.99962326
 NS0188!UTM  12      -   0.99965273  x   1.00029231  =   0.99994494
 NS0188
 NS0188:                Primary Azimuth Mark                     Grid Az
 NS0188:SPC WYWC     -  GIRRARD                                  269 54 45.9
 NS0188:UTM  12      -  GIRRARD                                  268 23 48.9
 NS0188
 NS0188|---------------------------------------------------------------------|
 NS0188| PID    Reference Object                     Distance      Geod. Az  |
 NS0188|                                                           dddmmss.s |
 NS0188| NS0189 GIRRARD                             APPROX. 4.6 KM 2702009.6 |
 NS0188|---------------------------------------------------------------------|
 NS0188
 NS0188                          SUPERSEDED SURVEY CONTROL
 NS0188
 NS0188  NAD 83(1986)-  42 19 22.60228(N)    108 07 17.08600(W) AD(       ) 3
 NS0188  NAD 27      -  42 19 22.76686(N)    108 07 14.75017(W) AD(       ) 3
 NS0188  NGVD 29 (07/19/86) 2227.2    (m)         7307.     (f) VERT ANG       
 NS0188
 NS0188.Superseded values are not recommended for survey control.
 NS0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0188.See file dsdata.txt to determine how the superseded data were derived.
 NS0188
 NS0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM3719889648(NAD 83)
 NS0188_MARKER: DD = SURVEY DISK
 NS0188_SETTING: 0 = UNSPECIFIED SETTING
 NS0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0188
 NS0188  HISTORY     - Date     Condition        Report By
 NS0188  HISTORY     - 1948     MONUMENTED       USGS
 NS0188
 NS0188                          STATION DESCRIPTION
 NS0188
 NS0188'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NS0188'TO REACH FROM E. END OF THE BRIDGE OVER SWEETWATER RIVER --- ON U.S.
 NS0188'HIGHWAY 287,40 MI.E.OF LANDER,---GO E. ON THE HIGHWAY FOR 0.25 MI. TO
 NS0188'JUNCTION WITH BISON BASIN RD.,TURN RIGHT, GO S. ON BISON BASIN RD.MAIN
 NS0188'TRAVELED RD., 17.35 MI. TO TRIANGULATION STATION ---GIRRARD--- TURN
 NS0188'LEFT GO E. AND NE. AND E. ALONG FIELD RD. 1.8 MI. TO A RESERVOIR,
 NS0188'CROSS DAM AND CONTINUE E. ALONG DIM RD. 1.1 MI., BEAR RIGHT AND
 NS0188'CONTINUE SE. AND E. ALONG DIM RD. AROUND S. SIDE OF HILLS 2.5 MI. TO A
 NS0188'SADDLE OR DIVIDE,  TURN LEFT LEAVING RD., AND GO N. 0.1 MI. ALONG
 NS0188'CREST OF RIDGE, TURN LEFT AND FOLLOW RIDGE NW. 0.4 MI. TO TOP OF HILL
 NS0188'AND STATION.
 NS0188'
 NS0188'STATION MARK  - STANDARD TABLET STAMPED ---RUSTY 1948---, SET IN TOP
 NS0188'OF A CONCRETE POST PROJECTING 5 IN. ABOVE GROUND.
 NS0188'
 NS0188'REFERENCE MARK NO. 1 STANDARD REFERENCE TABLET SET IN TOP OF CONCRETE
 NS0188'POST.  33.97 FROM STATION, S 64 DEG 59 MIN W,
 NS0188'STAMPED ---RUSTY NO.1 1948---, PROJECTING 6 IN. ABOVE GROUND.
 NS0188'
 NS0188'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET SET IN TOP OF CONCRETE
 NS0188'POST.  28.02 FT. FROM STATION, N 10 DEG 07 MIN W,
 NS0188'STAMPED ---RUSTY NO.2 1948---, PROJECTING 6 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ8892 ***********************************************************************
 AJ8892  SACS        -  This is a Secondary Airport Control Station.
 AJ8892  DESIGNATION -  RWL A
 AJ8892  PID         -  AJ8892
 AJ8892  STATE/COUNTY-  WY/CARBON
 AJ8892  USGS QUAD   -  RAWLINS (1981)
 AJ8892
 AJ8892                         *CURRENT SURVEY CONTROL
 AJ8892  ___________________________________________________________________
 AJ8892* NAD 83(1993)-  41 48 44.49528(N)    107 11 22.73463(W)     ADJUSTED  
 AJ8892* NAVD 88     -      2081.17   (meters)    6828.0    (feet)  GPS OBS   
 AJ8892  ___________________________________________________________________
 AJ8892  X           -  -1,407,475.873 (meters)                     COMP
 AJ8892  Y           -  -4,549,729.604 (meters)                     COMP
 AJ8892  Z           -   4,231,471.225 (meters)                     COMP
 AJ8892  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AJ8892  ELLIP HEIGHT-        2067.56  (meters)          (04/17/02) GPS OBS
 AJ8892  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 AJ8892
 AJ8892  HORZ ORDER  -  FIRST
 AJ8892  ELLP ORDER  -  THIRD     CLASS I
 AJ8892
 AJ8892.This mark is at Rawlins Municipal Airport (RWL)
 AJ8892
 AJ8892.The horizontal coordinates were established by GPS observations
 AJ8892.and adjusted by the National Geodetic Survey in April 2002..
 AJ8892
 AJ8892.The orthometric height was determined by GPS observations and a
 AJ8892.high-resolution geoid model.
 AJ8892
 AJ8892.GPS derived orthometric heights for airport stations designated as
 AJ8892.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8892.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8892.not indicate centimeter accuracy relative to other marks which are
 AJ8892.part of the NAVD 88 network.
 AJ8892
 AJ8892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8892
 AJ8892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8892
 AJ8892.The ellipsoidal height was determined by GPS observations
 AJ8892.and is referenced to NAD 83.
 AJ8892
 AJ8892.The geoid height was determined by GEOID03.
 AJ8892
 AJ8892;                    North         East     Units Scale Factor Converg.
 AJ8892;SPC WYEC     -   245,747.528   411,938.561   MT  0.99993925   +0 05 44.9
 AJ8892;UTM  13      - 4,631,260.703   318,121.747   MT  1.00000707   -1 27 36.8
 AJ8892
 AJ8892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8892!SPC WYEC     -   0.99967582  x   0.99993925  =   0.99961509
 AJ8892!UTM  13      -   0.99967582  x   1.00000707  =   0.99968289
 AJ8892
 AJ8892                          SUPERSEDED SURVEY CONTROL
 AJ8892
 AJ8892.No superseded survey control is available for this station.
 AJ8892
 AJ8892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1812231261(NAD 83)
 AJ8892_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8892_SETTING: 66 = SET IN ROCK OUTCROP
 AJ8892_STAMPING: RWL A 2001
 AJ8892_MARK LOGO: NGS   
 AJ8892_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ8892+STABILITY: POSITION/ELEVATION WELL
 AJ8892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8892+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2001
 AJ8892
 AJ8892  HISTORY     - Date     Condition        Report By
 AJ8892  HISTORY     - 20010101 MONUMENTED       NGS
 AJ8892
 AJ8892                          STATION DESCRIPTION
 AJ8892
 AJ8892'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ8892'THE STATION IS LOCATED ABOUT 1 MI NORTHEAST OF RAWLINS AT THE
 AJ8892'RAWLINS MUNICIPAL AIRPORT, NEAR THE NORTHEAST END OF THE AIRFIELD,
 AJ8892'ABOUT 2/3 UP A GRADED HILL, AND JUST NORTH OF RUNWAY END 22.
 AJ8892'OWNERSHIP--RAWLINS CARBON COUNTY AIRPORT BOARD, P.O. BOX 7,
 AJ8892'RAWLINS, WY 82301.  DIRECTOR OF OPERATIONS IS DWIGHT H. FRANCE, P.O.
 AJ8892'BOX 606, RAWLINS, WY 82301.PHONE 307-324-2361.  CONTACT HIM FOR
 AJ8892'PERMISSION TO OCCUPY THIS STATION AND ACCESS ONTO THE AIRFIELD.
 AJ8892'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 AJ8892'HIGHWAY 80 AND BUSINESS INTERSTATE HIGHWAY 80 (EXIT 215) NEAR THE
 AJ8892'EAST SIDE OF RAWLINS, GO EAST ON BUSINESS HIGHWAY 80 FOR 0.4 MI TO A
 AJ8892'PAVED ROAD ON THE RIGHT (AIRPORT ROAD).  TURN RIGHT, NORTH, ON THE
 AJ8892'ROAD FOR 0.4 MI TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 AJ8892'LEFT, EAST, ON THE ROAD FOR 0.05 MI TO THE APRON AND THE OFFICE ON
 AJ8892'THE LEFT.  CONTINUE AHEAD, NORTHEAST, ACROSS THE APRON, FOR 0.2 MI
 AJ8892'TO A TAXI.  TURN LEFT, NORTH, THEN NORTHEAST, ALONG THE TAXI  FOR
 AJ8892'1.05 MI TO THE RUNWAY END AND THE STATION ON THE LEFT.
 AJ8892'THE STATION IS SET ON THE TOP OF A 8 FT X 4 FT AREA  OF LEVEL EXPOSED
 AJ8892'ROCK OUTCROP SET FLUSH WITH THE GROUND.  IT IS 327.5 FT NORTH OF
 AJ8892'AND ABOUT 20 FT HIGHER THAN THE NORTH CORNER OF THE RUNWAY END,
 AJ8892'322.0 FT NORTHWEST OF THE EXTENDED CENTER OF THE RUNWAY, 156.2 FT
 AJ8892'NORTHEAST OF THE EXTENDED RUNWAY END, 265.3 FT SOUTHEAST OF AND
 AJ8892'ABOUT 10 FT LOWER THAN A FENCE, 103.0 FT SOUTH OF A 4 FT TALL WOODEN
 AJ8892'POST WITH A RED LIGHT,  AND 0.3 FT WEST OF A FIBERGLASS WITNESS
 AJ8892'POST.
 AJ8892'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ8892'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0043 ***********************************************************************
 PY0043  DESIGNATION -  S 10 A
 PY0043  PID         -  PY0043
 PY0043  STATE/COUNTY-  WY/TETON
 PY0043  USGS QUAD   -  WEST THUMB (1986)
 PY0043
 PY0043                         *CURRENT SURVEY CONTROL
 PY0043  ___________________________________________________________________
 PY0043* NAD 83(1986)-  44 28 02.     (N)    110 33 17.     (W)     SCALED    
 PY0043* NAVD 88     -      2362.091  (meters)    7749.63   (feet)  ADJUSTED  
 PY0043  ___________________________________________________________________
 PY0043  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 PY0043  DYNAMIC HT  -        2360.525 (meters)    7744.49  (feet)  COMP
 PY0043  MODELED GRAV-     979,869.7   (mgal)                       NAVD 88
 PY0043
 PY0043  VERT ORDER  -  FIRST     CLASS II
 PY0043
 PY0043.The horizontal coordinates were scaled from a topographic map and have
 PY0043.an estimated accuracy of +/- 6 seconds.
 PY0043
 PY0043.The orthometric height was determined by differential leveling
 PY0043.and adjusted by the National Geodetic Survey in June 1991..
 PY0043
 PY0043.The geoid height was determined by GEOID03.
 PY0043
 PY0043.The dynamic height is computed by dividing the NAVD 88
 PY0043.geopotential number by the normal gravity value computed on the
 PY0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0043.degrees latitude (g = 980.6199 gals.).
 PY0043
 PY0043.The modeled gravity was interpolated from observed gravity values.
 PY0043
 PY0043;                    North         East    Units  Estimated Accuracy
 PY0043;SPC WY W     -   540,770.      762,490.      MT  (+/- 180 meters Scaled)
 PY0043
 PY0043                          SUPERSEDED SURVEY CONTROL
 PY0043
 PY0043  NGVD 29 (08/20/92) 2360.714  (m)         7745.11   (f) ADJUSTED    1 2
 PY0043
 PY0043.Superseded values are not recommended for survey control.
 PY0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0043.See file dsdata.txt to determine how the superseded data were derived.
 PY0043
 PY0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ354238(NAD 83)
 PY0043_MARKER: DB = BENCH MARK DISK
 PY0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0043_SP_SET: CONCRETE POST
 PY0043_STAMPING: S 10 A
 PY0043_MARK LOGO: CGS   
 PY0043_PROJECTION: PROJECTING 29 CENTIMETERS
 PY0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0043+STABILITY: SURFACE MOTION
 PY0043
 PY0043  HISTORY     - Date     Condition        Report By
 PY0043  HISTORY     - 1934     MONUMENTED       BPR
 PY0043  HISTORY     - 1955     MARK NOT FOUND   USGS
 PY0043  HISTORY     - 1987     GOOD             NGS
 PY0043
 PY0043                          STATION DESCRIPTION
 PY0043
 PY0043'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY0043'4.5 MI N FROM THUMB RANGER STA..
 PY0043'4.5 MILES NORTH ALONG THE THUMB RANGER STATION-LAKE JUNCTION ROAD FROM
 PY0043'THUMB RANGER STATION, YELLOWSTONE NATIONAL PARK, 0.5 MILE NORTHEAST OF
 PY0043'THE FOURTH MILEPOST FROM THUMB RANGER STATION, ON THE NORTH BANK OF A
 PY0043'CREEK, AND 65 FEET WEST OF THE ROAD.  A STANDARD DISK, STAMPED S 10 A
 PY0043'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PY0043
 PY0043                          STATION RECOVERY (1987)
 PY0043
 PY0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0043'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.6 KM
 PY0043'(4.70 MI) NORTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE JUNCTION OF
 PY0043'WEST THUMB GEYSER BASIN ENTRANCE ROAD IN WEST THUMB, 50.0 M (164.0
 PY0043'FT) NORTHWEST OF THE NORTH END OF A PAVED HIGHWAY PULLOUT, 26.5 M
 PY0043'(86.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 20.1 M (65.9
 PY0043'FT) NORTH OF THE WEST END OF A STONE CULVERT.
 PY0043'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0141 ***********************************************************************
 OU0141  DESIGNATION -  S 100
 OU0141  PID         -  OU0141
 OU0141  STATE/COUNTY-  WY/NIOBRARA
 OU0141  USGS QUAD   -  FUNNY ROCK (1981)
 OU0141
 OU0141                         *CURRENT SURVEY CONTROL
 OU0141  ___________________________________________________________________
 OU0141* NAD 83(1986)-  43 09 40.     (N)    104 31 57.     (W)     SCALED    
 OU0141* NAVD 88     -      1350.663  (meters)    4431.30   (feet)  ADJUSTED  
 OU0141  ___________________________________________________________________
 OU0141  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 OU0141  DYNAMIC HT  -        1349.979 (meters)    4429.06  (feet)  COMP
 OU0141  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 OU0141
 OU0141  VERT ORDER  -  SECOND    CLASS 0
 OU0141
 OU0141.The horizontal coordinates were scaled from a topographic map and have
 OU0141.an estimated accuracy of +/- 6 seconds.
 OU0141
 OU0141.The orthometric height was determined by differential leveling
 OU0141.and adjusted by the National Geodetic Survey in June 1991..
 OU0141
 OU0141.The geoid height was determined by GEOID03.
 OU0141
 OU0141.The dynamic height is computed by dividing the NAVD 88
 OU0141.geopotential number by the normal gravity value computed on the
 OU0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0141.degrees latitude (g = 980.6199 gals.).
 OU0141
 OU0141.The modeled gravity was interpolated from observed gravity values.
 OU0141
 OU0141;                    North         East    Units  Estimated Accuracy
 OU0141;SPC WY E     -   295,750.      251,570.      MT  (+/- 180 meters Scaled)
 OU0141
 OU0141                          SUPERSEDED SURVEY CONTROL
 OU0141
 OU0141  NGVD 29 (??/??/92) 1349.973  (m)         4429.04   (f) ADJ UNCH    2 0
 OU0141
 OU0141.Superseded values are not recommended for survey control.
 OU0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0141.See file dsdata.txt to determine how the superseded data were derived.
 OU0141
 OU0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH380788(NAD 83)
 OU0141_MARKER: DB = BENCH MARK DISK
 OU0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0141_STAMPING: S 100 1956
 OU0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0141+STABILITY: SURFACE MOTION
 OU0141
 OU0141  HISTORY     - Date     Condition        Report By
 OU0141  HISTORY     - 1956     MONUMENTED       CGS
 OU0141  HISTORY     - 1957     GOOD             NGS
 OU0141  HISTORY     - 1976     GOOD             USGS
 OU0141
 OU0141                          STATION DESCRIPTION
 OU0141
 OU0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0141'15.4 MI N FROM LANCE CREEK.
 OU0141'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0141'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0141'THENCE 7.05 MILES NORTHWEST ALONG A WINDING TRACK ROAD, 0.45
 OU0141'MILE SOUTHWEST OF A RANCH HOUSE, 0.3 MILE SOUTHWEST OF A SMALL
 OU0141'GROUP OF TREES, 195 FEET EAST OF THE TOP OF A HILL, 71 FEET
 OU0141'EAST OF THE CENTER LINE OF A TRACK ROAD, 62 FEET WEST OF A FENCE
 OU0141'CORNER, 6 FEET SOUTH OF A FENCE, 1.6 FEET SOUTH OF A WITNESS
 OU0141'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 OU0141'ABOVE THE GROUND, IN SECTION 27, TOWNSHIP 37 NORTH, RANGE 64
 OU0141'WEST.
 OU0141
 OU0141                          STATION RECOVERY (1976)
 OU0141
 OU0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0141'LANCE CREEK POST OFFICE, 7.0 MILES EAST FROM ALONG STATE HWY. 270,
 OU0141'THENCE, 8.45 MILES NORTH ALONG A GRADED DIRT ROAD, IN SEC. 27, T 37
 OU0141'N., R 64 W., 195 FEET EAST OF THE TOP OF A HILL, 71 FEET EAST OF THE
 OU0141'CENTER LINE OF GRADED ROAD, 6 FEET SOUTH OF A FENCE, SET IN THE TOP
 OU0141'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND. A
 OU0141'STANDRARD DISK STAMPED "S 100 1956"
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0062 ***********************************************************************
 MP0062  DESIGNATION -  S 101
 MP0062  PID         -  MP0062
 MP0062  STATE/COUNTY-  WY/ALBANY
 MP0062  USGS QUAD   -  CENTENNIAL (1992)
 MP0062
 MP0062                         *CURRENT SURVEY CONTROL
 MP0062  ___________________________________________________________________
 MP0062* NAD 83(1986)-  41 17 29.     (N)    106 07 57.     (W)     SCALED    
 MP0062* NAVD 88     -      2431.790  (meters)    7978.30   (feet)  ADJUSTED  
 MP0062  ___________________________________________________________________
 MP0062  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 MP0062  DYNAMIC HT  -        2429.493 (meters)    7970.76  (feet)  COMP
 MP0062  MODELED GRAV-     979,590.7   (mgal)                       NAVD 88
 MP0062
 MP0062  VERT ORDER  -  FIRST     CLASS II
 MP0062
 MP0062.The horizontal coordinates were scaled from a topographic map and have
 MP0062.an estimated accuracy of +/- 6 seconds.
 MP0062
 MP0062.The orthometric height was determined by differential leveling
 MP0062.and adjusted by the National Geodetic Survey in June 1991..
 MP0062
 MP0062.The geoid height was determined by GEOID03.
 MP0062
 MP0062.The dynamic height is computed by dividing the NAVD 88
 MP0062.geopotential number by the normal gravity value computed on the
 MP0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0062.degrees latitude (g = 980.6199 gals.).
 MP0062
 MP0062.The modeled gravity was interpolated from observed gravity values.
 MP0062
 MP0062;                    North         East    Units  Estimated Accuracy
 MP0062;SPC WY E     -    88,330.      119,100.      MT  (+/- 180 meters Scaled)
 MP0062
 MP0062                          SUPERSEDED SURVEY CONTROL
 MP0062
 MP0062  NGVD 29 (??/??/92) 2430.555  (m)         7974.25   (f) ADJ UNCH    1 2
 MP0062
 MP0062.Superseded values are not recommended for survey control.
 MP0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0062.See file dsdata.txt to determine how the superseded data were derived.
 MP0062
 MP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF051717(NAD 83)
 MP0062_MARKER: DB = BENCH MARK DISK
 MP0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0062_STAMPING: S 101 1956
 MP0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0062+STABILITY: SURFACE MOTION
 MP0062
 MP0062  HISTORY     - Date     Condition        Report By
 MP0062  HISTORY     - 1956     MONUMENTED       CGS
 MP0062
 MP0062                          STATION DESCRIPTION
 MP0062
 MP0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0062'0.6 MI S FROM CENTENNIAL.
 MP0062'0.6 MILE SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0062'FROM THE STATION AT CENTENNIAL, 8 POLES SOUTHEAST OF MILEPOST 30, 48.4
 MP0062'FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTHWEST OF A FENCE, 3.2
 MP0062'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MP0062'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF
 MP0062'SECTION 2, TOWNSHIP 15 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0591 ***********************************************************************
 MO0591  DESIGNATION -  S 102
 MO0591  PID         -  MO0591
 MO0591  STATE/COUNTY-  WY/ALBANY
 MO0591  USGS QUAD   -  LARAMIE (1978)
 MO0591
 MO0591                         *CURRENT SURVEY CONTROL
 MO0591  ___________________________________________________________________
 MO0591* NAD 83(1986)-  41 19 11.     (N)    105 33 41.     (W)     SCALED    
 MO0591* NAVD 88     -      2215.976  (meters)    7270.25   (feet)  ADJUSTED  
 MO0591  ___________________________________________________________________
 MO0591  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 MO0591  DYNAMIC HT  -        2214.068 (meters)    7263.99  (feet)  COMP
 MO0591  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 MO0591
 MO0591  VERT ORDER  -  FIRST     CLASS II
 MO0591
 MO0591.The horizontal coordinates were scaled from a topographic map and have
 MO0591.an estimated accuracy of +/- 6 seconds.
 MO0591
 MO0591.The orthometric height was determined by differential leveling
 MO0591.and adjusted by the National Geodetic Survey in June 1991..
 MO0591
 MO0591.The geoid height was determined by GEOID03.
 MO0591
 MO0591.The dynamic height is computed by dividing the NAVD 88
 MO0591.geopotential number by the normal gravity value computed on the
 MO0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0591.degrees latitude (g = 980.6199 gals.).
 MO0591
 MO0591.The modeled gravity was interpolated from observed gravity values.
 MO0591
 MO0591;                    North         East    Units  Estimated Accuracy
 MO0591;SPC WY E     -    91,100.      166,950.      MT  (+/- 180 meters Scaled)
 MO0591
 MO0591                          SUPERSEDED SURVEY CONTROL
 MO0591
 MO0591  NGVD 29 (??/??/92) 2214.934  (m)         7266.83   (f) ADJ UNCH    1 2
 MO0591
 MO0591.Superseded values are not recommended for survey control.
 MO0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0591.See file dsdata.txt to determine how the superseded data were derived.
 MO0591
 MO0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF530744(NAD 83)
 MO0591_MARKER: DB = BENCH MARK DISK
 MO0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0591_SP_SET: FOUNDATION
 MO0591_STAMPING: S 102 1956
 MO0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0591
 MO0591  HISTORY     - Date     Condition        Report By
 MO0591  HISTORY     - 1956     MONUMENTED       CGS
 MO0591  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0591
 MO0591                          STATION DESCRIPTION
 MO0591
 MO0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0591'1.5 MI NE FROM LARAMIE.
 MO0591'0.3 MILE EAST ALONG CLARK STREET FROM THE ENGINEERING HALL OF THE
 MO0591'UNIVERSITY OF WYOMING AT LARAMIE, THENCE 0.8 MILE EAST ALONG
 MO0591'WILLETT DRIVE, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD, AT
 MO0591'A TELEVISION TOWER, 12.7 FEET SOUTH OF THE SOUTHEAST CORNER OF
 MO0591'THE TRANSMITTER BUILDING, 1.9 FEET ABOVE THE GROUND, SET VERTICALLY
 MO0591'IN THE SOUTH SIDE OF THE CONCRETE FOUNDATION OF A 400 FOOT
 MO0591'TELEVISION TOWER, IN SECTION 34, TOWNSHIP 16 NORTH, RANGE 73 WEST.
 MO0591
 MO0591                          STATION RECOVERY (1983)
 MO0591
 MO0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0591'THERE IS A NEW TOWER AND FOUNDATION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0106 ***********************************************************************
 MQ0106  DESIGNATION -  S 103
 MQ0106  PID         -  MQ0106
 MQ0106  STATE/COUNTY-  WY/SWEETWATER
 MQ0106  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0106
 MQ0106                         *CURRENT SURVEY CONTROL
 MQ0106  ___________________________________________________________________
 MQ0106* NAD 83(1986)-  41 41 29.     (N)    108 52 27.     (W)     SCALED    
 MQ0106* NAVD 88     -      1970.767  (meters)    6465.76   (feet)  ADJUSTED  
 MQ0106  ___________________________________________________________________
 MQ0106  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 MQ0106  DYNAMIC HT  -        1969.122 (meters)    6460.36  (feet)  COMP
 MQ0106  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 MQ0106
 MQ0106  VERT ORDER  -  FIRST     CLASS II
 MQ0106
 MQ0106.The horizontal coordinates were scaled from a topographic map and have
 MQ0106.an estimated accuracy of +/- 6 seconds.
 MQ0106
 MQ0106.The orthometric height was determined by differential leveling
 MQ0106.and adjusted by the National Geodetic Survey in June 1991..
 MQ0106
 MQ0106.The geoid height was determined by GEOID03.
 MQ0106
 MQ0106.The dynamic height is computed by dividing the NAVD 88
 MQ0106.geopotential number by the normal gravity value computed on the
 MQ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0106.degrees latitude (g = 980.6199 gals.).
 MQ0106
 MQ0106.The modeled gravity was interpolated from observed gravity values.
 MQ0106
 MQ0106;                    North         East    Units  Estimated Accuracy
 MQ0106;SPC WYWC     -   132,310.      589,660.      MT  (+/- 180 meters Scaled)
 MQ0106
 MQ0106                          SUPERSEDED SURVEY CONTROL
 MQ0106
 MQ0106  NGVD 29 (??/??/92) 1969.449  (m)         6461.43   (f) ADJ UNCH    1 2
 MQ0106
 MQ0106.Superseded values are not recommended for survey control.
 MQ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0106.See file dsdata.txt to determine how the superseded data were derived.
 MQ0106
 MQ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM769176(NAD 83)
 MQ0106_MARKER: DB = BENCH MARK DISK
 MQ0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0106_SP_SET: CULVERT
 MQ0106_STAMPING: S 103 1956
 MQ0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0106
 MQ0106  HISTORY     - Date     Condition        Report By
 MQ0106  HISTORY     - 1956     MONUMENTED       CGS
 MQ0106  HISTORY     - 1968     MARK NOT FOUND   USGS
 MQ0106  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0106
 MQ0106                          STATION DESCRIPTION
 MQ0106
 MQ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0106'4.6  MI W FROM POINT OF ROCKS.
 MQ0106'4.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0106'AT POINT OF ROCKS, 11 POLES EAST OF MILEPOST 782, 13.2 FEET NORTH OF
 MQ0106'THE NORTH RAIL OF THE NORTH TRACK, 4 FEET BELOW THE TOP OF THE RAILS,
 MQ0106'SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE
 MQ0106'CULVERT, IN THE SOUTHEAST 1/4 OF SECTION 23, TOWNSHIP 20 NORTH, RANGE
 MQ0106'102 WEST.  NOTE-- BM IS BURIED UNDER ABOUT 2.0 FT OF BALLAST AND DIRT.
 MQ0106'AN ATTEMPT WAS MADE TO RECOVER B.M.  HOWEVER A FAIRLY STEEP SLOP AT
 MQ0106'SITE ABUTMENT.
 MQ0106
 MQ0106                          STATION RECOVERY (1968)
 MQ0106
 MQ0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MQ0106'MARK NOT FOUND.
 MQ0106
 MQ0106                          STATION RECOVERY (1983)
 MQ0106
 MQ0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0106'THERE IS A LARGE TIE BOLTED ON TOP OF THE HEADWALL SO THE DISK MAY
 MQ0106'STILL BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0523 ***********************************************************************
 MO0523  DESIGNATION -  S 108
 MO0523  PID         -  MO0523
 MO0523  STATE/COUNTY-  WY/LARAMIE
 MO0523  USGS QUAD   -  FEDERAL (1978)
 MO0523
 MO0523                         *CURRENT SURVEY CONTROL
 MO0523  ___________________________________________________________________
 MO0523* NAD 83(1986)-  41 17 13.     (N)    105 06 53.     (W)     SCALED    
 MO0523* NAVD 88     -      2063.204  (meters)    6769.03   (feet)  ADJUSTED  
 MO0523  ___________________________________________________________________
 MO0523  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MO0523  DYNAMIC HT  -        2061.380 (meters)    6763.04  (feet)  COMP
 MO0523  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 MO0523
 MO0523  VERT ORDER  -  FIRST     CLASS II
 MO0523
 MO0523.The horizontal coordinates were scaled from a topographic map and have
 MO0523.an estimated accuracy of +/- 6 seconds.
 MO0523
 MO0523.The orthometric height was determined by differential leveling
 MO0523.and adjusted by the National Geodetic Survey in June 1991..
 MO0523
 MO0523.The geoid height was determined by GEOID03.
 MO0523
 MO0523.The dynamic height is computed by dividing the NAVD 88
 MO0523.geopotential number by the normal gravity value computed on the
 MO0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0523.degrees latitude (g = 980.6199 gals.).
 MO0523
 MO0523.The modeled gravity was interpolated from observed gravity values.
 MO0523
 MO0523;                    North         East    Units  Estimated Accuracy
 MO0523;SPC WY E     -    87,390.      204,350.      MT  (+/- 180 meters Scaled)
 MO0523
 MO0523                          SUPERSEDED SURVEY CONTROL
 MO0523
 MO0523  NGVD 29 (??/??/92) 2062.134  (m)         6765.52   (f) ADJ UNCH    1 2
 MO0523
 MO0523.Superseded values are not recommended for survey control.
 MO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0523.See file dsdata.txt to determine how the superseded data were derived.
 MO0523
 MO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF903706(NAD 83)
 MO0523_MARKER: DB = BENCH MARK DISK
 MO0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0523_STAMPING: S 108 1954
 MO0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0523+STABILITY: SURFACE MOTION
 MO0523
 MO0523  HISTORY     - Date     Condition        Report By
 MO0523  HISTORY     - 1954     MONUMENTED       CGS
 MO0523
 MO0523                          STATION DESCRIPTION
 MO0523
 MO0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0523'1.4 MI N FROM FEDERAL.
 MO0523'1.4 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0523'THE SECTION FOREMANS HOUSE AT FEDERAL, AT AN OILED ROAD CROSSING,
 MO0523'277 FEET SOUTHWEST OF THE CENTER LINE OF AN OILED ROAD, 54 FEET
 MO0523'EAST OF THE EAST RAIL, 84 FEET WEST OF A FENCE, 2.7 FEET NORTH OF
 MO0523'A WITNESS POST, 169 FEET SOUTH OF BENCH MARK 6763.24 (U.S.G.S.),
 MO0523'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MO0523'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0355 ***********************************************************************
 MO0355  DESIGNATION -  S 109
 MO0355  PID         -  MO0355
 MO0355  STATE/COUNTY-  WY/LARAMIE
 MO0355  USGS QUAD   -  FARTHING (1978)
 MO0355
 MO0355                         *CURRENT SURVEY CONTROL
 MO0355  ___________________________________________________________________
 MO0355* NAD 83(1986)-  41 35 12.     (N)    105 10 41.     (W)     SCALED    
 MO0355* NAVD 88     -      1876.449  (meters)    6156.32   (feet)  ADJUSTED  
 MO0355  ___________________________________________________________________
 MO0355  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 MO0355  DYNAMIC HT  -        1874.938 (meters)    6151.36  (feet)  COMP
 MO0355  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 MO0355
 MO0355  VERT ORDER  -  FIRST     CLASS II
 MO0355
 MO0355.The horizontal coordinates were scaled from a topographic map and have
 MO0355.an estimated accuracy of +/- 6 seconds.
 MO0355
 MO0355.The orthometric height was determined by differential leveling
 MO0355.and adjusted by the National Geodetic Survey in June 1991..
 MO0355
 MO0355.The geoid height was determined by GEOID03.
 MO0355
 MO0355.The dynamic height is computed by dividing the NAVD 88
 MO0355.geopotential number by the normal gravity value computed on the
 MO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0355.degrees latitude (g = 980.6199 gals.).
 MO0355
 MO0355.The modeled gravity was interpolated from observed gravity values.
 MO0355
 MO0355;                    North         East    Units  Estimated Accuracy
 MO0355;SPC WY E     -   120,670.      199,050.      MT  (+/- 180 meters Scaled)
 MO0355
 MO0355                          SUPERSEDED SURVEY CONTROL
 MO0355
 MO0355  NGVD 29 (??/??/92) 1875.470  (m)         6153.10   (f) ADJ UNCH    1 2
 MO0355
 MO0355.Superseded values are not recommended for survey control.
 MO0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0355.See file dsdata.txt to determine how the superseded data were derived.
 MO0355
 MO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG851039(NAD 83)
 MO0355_MARKER: DB = BENCH MARK DISK
 MO0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0355_SP_SET: CULVERT
 MO0355_STAMPING: S 109 1954
 MO0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0355
 MO0355  HISTORY     - Date     Condition        Report By
 MO0355  HISTORY     - 1954     MONUMENTED       CGS
 MO0355
 MO0355                          STATION DESCRIPTION
 MO0355
 MO0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0355'3.6 MI NE FROM FARTHING.
 MO0355'3.65 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0355'THE STATION AT FARTHING, 22 FEET SOUTHWEST OF THE SOUTHWEST END
 MO0355'OF TRESTLE 166.17, 11.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4
 MO0355'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST
 MO0355'END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0028 ***********************************************************************
 PY0028  DESIGNATION -  S 11
 PY0028  PID         -  PY0028
 PY0028  STATE/COUNTY-  WY/PARK
 PY0028  USGS QUAD   -  TOWER JUNCTION (1986)
 PY0028
 PY0028                         *CURRENT SURVEY CONTROL
 PY0028  ___________________________________________________________________
 PY0028* NAD 83(1986)-  44 54 06.     (N)    110 23 37.     (W)     SCALED    
 PY0028* NAVD 88     -      1985.488  (meters)    6514.06   (feet)  POSTED    
 PY0028  ___________________________________________________________________
 PY0028  GEOID HEIGHT-          -8.42  (meters)                     GEOID03
 PY0028  DYNAMIC HT  -        1984.400 (meters)    6510.49  (feet)  COMP
 PY0028  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 PY0028
 PY0028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0028
 PY0028.The horizontal coordinates were scaled from a topographic map and have
 PY0028.an estimated accuracy of +/- 6 seconds.
 PY0028
 PY0028.The orthometric height was determined by differential leveling
 PY0028.and adjusted by the National Geodetic Survey in 1992..
 PY0028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0028.rate of 0.0 thru 1.0 mm/km.
 PY0028
 PY0028.The geoid height was determined by GEOID03.
 PY0028
 PY0028.The dynamic height is computed by dividing the NAVD 88
 PY0028.geopotential number by the normal gravity value computed on the
 PY0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0028.degrees latitude (g = 980.6199 gals.).
 PY0028
 PY0028.The modeled gravity was interpolated from observed gravity values.
 PY0028
 PY0028;                    North         East    Units  Estimated Accuracy
 PY0028;SPC WYWC     -   490,250.      470,190.      MT  (+/- 180 meters Scaled)
 PY0028
 PY0028                          SUPERSEDED SURVEY CONTROL
 PY0028
 PY0028  NGVD 29 (??/??/92) 1983.994  (m)         6509.15   (f) ADJ UNCH    2 0
 PY0028
 PY0028.Superseded values are not recommended for survey control.
 PY0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0028.See file dsdata.txt to determine how the superseded data were derived.
 PY0028
 PY0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ478722(NAD 83)
 PY0028_MARKER: DB = BENCH MARK DISK
 PY0028_SETTING: 66 = SET IN ROCK OUTCROP
 PY0028_SP_SET: CLIFF
 PY0028_STAMPING: S 11 1923
 PY0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0028+STABILITY: POSITION/ELEVATION WELL
 PY0028
 PY0028  HISTORY     - Date     Condition        Report By
 PY0028  HISTORY     - 1923     MONUMENTED       CGS
 PY0028  HISTORY     - 1959     MARK NOT FOUND   USGS
 PY0028
 PY0028                          STATION DESCRIPTION
 PY0028
 PY0028'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PY0028'2.1 MI SE FROM TOWER JUNCTION.
 PY0028'2.1 MILES SOUTHEAST ALONG THE TOWER JUNCTION-CANYON JUNCTION ROAD FROM
 PY0028'TOWER JUNCTION, YELLOWSTONE NATIONAL PARK, 100 YARDS SOUTH OF THE
 PY0028'SECOND MILEPOST FROM TOWER JUNCTION, AND IN THE SIDE OF A CLIFF ON THE
 PY0028'WEST SIDE OF THE ROAD.  A STANDARD DISK, STAMPED S 11 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0341 ***********************************************************************
 MO0341  DESIGNATION -  S 110
 MO0341  PID         -  MO0341
 MO0341  STATE/COUNTY-  WY/PLATTE
 MO0341  USGS QUAD   -  MC DONALD RANCH (1976)
 MO0341
 MO0341                         *CURRENT SURVEY CONTROL
 MO0341  ___________________________________________________________________
 MO0341* NAD 83(1986)-  41 39 43.     (N)    105 00 34.     (W)     SCALED    
 MO0341* NAVD 88     -      1736.908  (meters)    5698.51   (feet)  ADJUSTED  
 MO0341  ___________________________________________________________________
 MO0341  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MO0341  DYNAMIC HT  -        1735.564 (meters)    5694.10  (feet)  COMP
 MO0341  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 MO0341
 MO0341  VERT ORDER  -  FIRST     CLASS II
 MO0341
 MO0341.The horizontal coordinates were scaled from a topographic map and have
 MO0341.an estimated accuracy of +/- 6 seconds.
 MO0341
 MO0341.The orthometric height was determined by differential leveling
 MO0341.and adjusted by the National Geodetic Survey in June 1991..
 MO0341
 MO0341.The geoid height was determined by GEOID03.
 MO0341
 MO0341.The dynamic height is computed by dividing the NAVD 88
 MO0341.geopotential number by the normal gravity value computed on the
 MO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0341.degrees latitude (g = 980.6199 gals.).
 MO0341
 MO0341.The modeled gravity was interpolated from observed gravity values.
 MO0341
 MO0341;                    North         East    Units  Estimated Accuracy
 MO0341;SPC WY E     -   129,040.      213,090.      MT  (+/- 180 meters Scaled)
 MO0341
 MO0341                          SUPERSEDED SURVEY CONTROL
 MO0341
 MO0341  NGVD 29 (??/??/92) 1735.965  (m)         5695.41   (f) ADJ UNCH    1 2
 MO0341
 MO0341.Superseded values are not recommended for survey control.
 MO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0341.See file dsdata.txt to determine how the superseded data were derived.
 MO0341
 MO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG992122(NAD 83)
 MO0341_MARKER: DB = BENCH MARK DISK
 MO0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0341_STAMPING: S 110 1954
 MO0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0341+STABILITY: SURFACE MOTION
 MO0341
 MO0341  HISTORY     - Date     Condition        Report By
 MO0341  HISTORY     - 1954     MONUMENTED       CGS
 MO0341
 MO0341                          STATION DESCRIPTION
 MO0341
 MO0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0341'12 MI SW FROM CHUGWATER.
 MO0341'12.0 MILES SOUTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0341'FROM THE STATION AT CHUGWATER, 2 RAILS NORTHEAST OF TRESTLE
 MO0341'176.77, 40.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 9 FEET
 MO0341'SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET
 MO0341'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 MO0341'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0270 ***********************************************************************
 MO0270  DESIGNATION -  S 111
 MO0270  PID         -  MO0270
 MO0270  STATE/COUNTY-  WY/PLATTE
 MO0270  USGS QUAD   -  BORDEAUX (1990)
 MO0270
 MO0270                         *CURRENT SURVEY CONTROL
 MO0270  ___________________________________________________________________
 MO0270* NAD 83(1986)-  41 56 24.     (N)    104 51 05.     (W)     SCALED    
 MO0270* NAVD 88     -      1478.201  (meters)    4849.73   (feet)  ADJUSTED  
 MO0270  ___________________________________________________________________
 MO0270  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MO0270  DYNAMIC HT  -        1477.195 (meters)    4846.43  (feet)  COMP
 MO0270  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 MO0270
 MO0270  VERT ORDER  -  FIRST     CLASS II
 MO0270
 MO0270.The horizontal coordinates were scaled from a topographic map and have
 MO0270.an estimated accuracy of +/- 6 seconds.
 MO0270
 MO0270.The orthometric height was determined by differential leveling
 MO0270.and adjusted by the National Geodetic Survey in June 1991..
 MO0270
 MO0270.The geoid height was determined by GEOID03.
 MO0270
 MO0270.The dynamic height is computed by dividing the NAVD 88
 MO0270.geopotential number by the normal gravity value computed on the
 MO0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0270.degrees latitude (g = 980.6199 gals.).
 MO0270
 MO0270.The modeled gravity was interpolated from observed gravity values.
 MO0270
 MO0270;                    North         East    Units  Estimated Accuracy
 MO0270;SPC WY E     -   159,960.      226,140.      MT  (+/- 180 meters Scaled)
 MO0270
 MO0270                          SUPERSEDED SURVEY CONTROL
 MO0270
 MO0270  NGVD 29 (??/??/92) 1477.370  (m)         4847.00   (f) ADJ UNCH    1 2
 MO0270
 MO0270.Superseded values are not recommended for survey control.
 MO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0270.See file dsdata.txt to determine how the superseded data were derived.
 MO0270
 MO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG123431(NAD 83)
 MO0270_MARKER: DB = BENCH MARK DISK
 MO0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0270_STAMPING: S 111 1954
 MO0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0270+STABILITY: SURFACE MOTION
 MO0270
 MO0270  HISTORY     - Date     Condition        Report By
 MO0270  HISTORY     - 1954     MONUMENTED       CGS
 MO0270  HISTORY     - 1985     GOOD             DMA
 MO0270
 MO0270                          STATION DESCRIPTION
 MO0270
 MO0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0270'11.2 MI S FROM WHEATLAND.
 MO0270'11.2 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0270'THE STATION AT WHEATLAND, 0.25 MILE SOUTHEAST OF MILEPOST 203,
 MO0270'0.45 MILE NORTHWEST OF A ROAD CROSSING AT BORDEAUX SIDING, 100
 MO0270'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET SOUTHWEST OF A
 MO0270'FENCE, 2.6 FEET SOUTHEAST OF A WITNESS POST, 0.9 MILE NORTHWEST
 MO0270'OF BENCH MARK E 111, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0270'PROJECTS 0.7 FOOT ABOVE THE GROUND, IN SECTION 26, TOWNSHIP 23
 MO0270'NORTH, RANGE 67 WEST.
 MO0270
 MO0270                          STATION RECOVERY (1985)
 MO0270
 MO0270'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0169 ***********************************************************************
 OU0169  DESIGNATION -  S 112
 OU0169  PID         -  OU0169
 OU0169  STATE/COUNTY-  WY/NIOBRARA
 OU0169  USGS QUAD   -  DIXON RANCH (1981)
 OU0169
 OU0169                         *CURRENT SURVEY CONTROL
 OU0169  ___________________________________________________________________
 OU0169* NAD 83(1986)-  43 22 29.     (N)    104 44 41.     (W)     SCALED    
 OU0169* NAVD 88     -      1370.365  (meters)    4495.94   (feet)  ADJUSTED  
 OU0169  ___________________________________________________________________
 OU0169  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 OU0169  DYNAMIC HT  -        1369.652 (meters)    4493.60  (feet)  COMP
 OU0169  MODELED GRAV-     980,052.0   (mgal)                       NAVD 88
 OU0169
 OU0169  VERT ORDER  -  SECOND    CLASS 0
 OU0169
 OU0169.The horizontal coordinates were scaled from a topographic map and have
 OU0169.an estimated accuracy of +/- 6 seconds.
 OU0169
 OU0169.The orthometric height was determined by differential leveling
 OU0169.and adjusted by the National Geodetic Survey in June 1991..
 OU0169
 OU0169.The geoid height was determined by GEOID03.
 OU0169
 OU0169.The dynamic height is computed by dividing the NAVD 88
 OU0169.geopotential number by the normal gravity value computed on the
 OU0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0169.degrees latitude (g = 980.6199 gals.).
 OU0169
 OU0169.The modeled gravity was interpolated from observed gravity values.
 OU0169
 OU0169;                    North         East    Units  Estimated Accuracy
 OU0169;SPC WY E     -   319,370.      234,190.      MT  (+/- 180 meters Scaled)
 OU0169
 OU0169                          SUPERSEDED SURVEY CONTROL
 OU0169
 OU0169  NGVD 29 (??/??/92) 1369.626  (m)         4493.51   (f) ADJ UNCH    2 0
 OU0169
 OU0169.Superseded values are not recommended for survey control.
 OU0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0169.See file dsdata.txt to determine how the superseded data were derived.
 OU0169
 OU0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ206024(NAD 83)
 OU0169_MARKER: DB = BENCH MARK DISK
 OU0169_SETTING: 0 = UNSPECIFIED SETTING
 OU0169_STAMPING: S 112 1956
 OU0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0169
 OU0169  HISTORY     - Date     Condition        Report By
 OU0169  HISTORY     - 1956     MONUMENTED       CGS
 OU0169  HISTORY     - 1957     GOOD             NGS
 OU0169
 OU0169                          STATION DESCRIPTION
 OU0169
 OU0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0169'18 MI SE FROM DULL CENTER.
 OU0169'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0169'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0169'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0169'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE
 OU0169'7.5 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT A SADDLE
 OU0169'SHAPED HILL, 0.4 MILE WEST OF A FENCE, 69 FEET NORTH OF THE
 OU0169'CENTER LINE OF A ROAD, 1.9 FEET WEST OF A WITNESS POST, IN
 OU0169'SECTION 11, TOWNSHIP 39 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0126 ***********************************************************************
 NQ0126  DESIGNATION -  S 113
 NQ0126  PID         -  NQ0126
 NQ0126  STATE/COUNTY-  WY/PLATTE
 NQ0126  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0126
 NQ0126                         *CURRENT SURVEY CONTROL
 NQ0126  ___________________________________________________________________
 NQ0126* NAD 83(1986)-  42 18 05.     (N)    104 54 07.     (W)     SCALED    
 NQ0126* NAVD 88     -      1375.866  (meters)    4513.99   (feet)  ADJUSTED  
 NQ0126  ___________________________________________________________________
 NQ0126  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0126  DYNAMIC HT  -        1375.014 (meters)    4511.19  (feet)  COMP
 NQ0126  MODELED GRAV-     979,954.4   (mgal)                       NAVD 88
 NQ0126
 NQ0126  VERT ORDER  -  FIRST     CLASS II
 NQ0126
 NQ0126.The horizontal coordinates were scaled from a topographic map and have
 NQ0126.an estimated accuracy of +/- 6 seconds.
 NQ0126
 NQ0126.The orthometric height was determined by differential leveling
 NQ0126.and adjusted by the National Geodetic Survey in June 1991..
 NQ0126
 NQ0126.The geoid height was determined by GEOID03.
 NQ0126
 NQ0126.The dynamic height is computed by dividing the NAVD 88
 NQ0126.geopotential number by the normal gravity value computed on the
 NQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0126.degrees latitude (g = 980.6199 gals.).
 NQ0126
 NQ0126.The modeled gravity was interpolated from observed gravity values.
 NQ0126
 NQ0126;                    North         East    Units  Estimated Accuracy
 NQ0126;SPC WY E     -   200,090.      221,830.      MT  (+/- 180 meters Scaled)
 NQ0126
 NQ0126                          SUPERSEDED SURVEY CONTROL
 NQ0126
 NQ0126  NGVD 29 (??/??/92) 1375.084  (m)         4511.42   (f) ADJ UNCH    1 2
 NQ0126
 NQ0126.Superseded values are not recommended for survey control.
 NQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0126.See file dsdata.txt to determine how the superseded data were derived.
 NQ0126
 NQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG080832(NAD 83)
 NQ0126_MARKER: DB = BENCH MARK DISK
 NQ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0126_STAMPING: S 113 1956
 NQ0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0126+STABILITY: SURFACE MOTION
 NQ0126
 NQ0126  HISTORY     - Date     Condition        Report By
 NQ0126  HISTORY     - 1956     MONUMENTED       CGS
 NQ0126  HISTORY     - 20000607 GOOD             USGS
 NQ0126
 NQ0126                          STATION DESCRIPTION
 NQ0126
 NQ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0126'24.4 MI NW FROM WHEATLAND.
 NQ0126'24.45 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0126'FROM THE STATION AT WHEATLAND, AT A PRIVATE ROAD CROSSING, 90
 NQ0126'FEET EAST OF THE EAST RAIL, 50 FEET WEST OF THE CENTER LINE
 NQ0126'OF A TRACK ROAD, 78 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 NQ0126'ROAD, 33.3 FEET SOUTHWEST OF A POWER POLE, 2.7 FEET WEST OF A
 NQ0126'FENCE, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 NQ0126'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN
 NQ0126'SECTION 21, TOWNSHIP 27 NORTH, RANGE 67 WEST.
 NQ0126
 NQ0126                          STATION RECOVERY (2000)
 NQ0126
 NQ0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0126'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0079 ***********************************************************************
 MQ0079  DESIGNATION -  S 114
 MQ0079  PID         -  MQ0079
 MQ0079  STATE/COUNTY-  WY/SWEETWATER
 MQ0079  USGS QUAD   -  BITTER CREEK (1968)
 MQ0079
 MQ0079                         *CURRENT SURVEY CONTROL
 MQ0079  ___________________________________________________________________
 MQ0079* NAD 83(1986)-  41 31 43.     (N)    108 35 20.     (W)     SCALED    
 MQ0079* NAVD 88     -      2034.979  (meters)    6676.43   (feet)  ADJUSTED  
 MQ0079  ___________________________________________________________________
 MQ0079  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MQ0079  DYNAMIC HT  -        2033.184 (meters)    6670.54  (feet)  COMP
 MQ0079  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 MQ0079
 MQ0079  VERT ORDER  -  FIRST     CLASS II
 MQ0079
 MQ0079.The horizontal coordinates were scaled from a topographic map and have
 MQ0079.an estimated accuracy of +/- 6 seconds.
 MQ0079
 MQ0079.The orthometric height was determined by differential leveling
 MQ0079.and adjusted by the National Geodetic Survey in June 1991..
 MQ0079
 MQ0079.The geoid height was determined by GEOID03.
 MQ0079
 MQ0079.The dynamic height is computed by dividing the NAVD 88
 MQ0079.geopotential number by the normal gravity value computed on the
 MQ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0079.degrees latitude (g = 980.6199 gals.).
 MQ0079
 MQ0079.The modeled gravity was interpolated from observed gravity values.
 MQ0079
 MQ0079;                    North         East    Units  Estimated Accuracy
 MQ0079;SPC WYWC     -   114,240.      613,450.      MT  (+/- 180 meters Scaled)
 MQ0079
 MQ0079                          SUPERSEDED SURVEY CONTROL
 MQ0079
 MQ0079  NGVD 29 (??/??/92) 2033.607  (m)         6671.93   (f) ADJ UNCH    1 2
 MQ0079
 MQ0079.Superseded values are not recommended for survey control.
 MQ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0079.See file dsdata.txt to determine how the superseded data were derived.
 MQ0079
 MQ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM011002(NAD 83)
 MQ0079_MARKER: DB = BENCH MARK DISK
 MQ0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0079_STAMPING: S 114 1956
 MQ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0079+STABILITY: SURFACE MOTION
 MQ0079
 MQ0079  HISTORY     - Date     Condition        Report By
 MQ0079  HISTORY     - 1956     MONUMENTED       CGS
 MQ0079  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0079
 MQ0079                          STATION DESCRIPTION
 MQ0079
 MQ0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0079'2.3 MI SW FROM BITTER CREEK.
 MQ0079'2.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0079'AT BITTER CREEK, 84 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MQ0079'SOUTHEAST TRACK, 26 FEET NORTHWEST OF THE CENTER LINE OF A ROAD, 4
 MQ0079'FEET SOUTHWEST OF THE 1ST POLE SOUTHWEST OF MILEPOST 759, 3 FEET
 MQ0079'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MQ0079'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 20, TOWNSHIP 18 NORTH,
 MQ0079'RANGE 99 WEST.
 MQ0079
 MQ0079                          STATION RECOVERY (1983)
 MQ0079
 MQ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0132 ***********************************************************************
 MQ0132  DESIGNATION -  S 115
 MQ0132  PID         -  MQ0132
 MQ0132  STATE/COUNTY-  WY/SWEETWATER
 MQ0132  USGS QUAD   -  BAXTER (1978)
 MQ0132
 MQ0132                         *CURRENT SURVEY CONTROL
 MQ0132  ___________________________________________________________________
 MQ0132* NAD 83(1986)-  41 35 58.     (N)    109 03 55.     (W)     SCALED    
 MQ0132* NAVD 88     -      2055.827  (meters)    6744.83   (feet)  ADJUSTED  
 MQ0132  ___________________________________________________________________
 MQ0132  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MQ0132  DYNAMIC HT  -        2054.094 (meters)    6739.14  (feet)  COMP
 MQ0132  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 MQ0132
 MQ0132  VERT ORDER  -  FIRST     CLASS II
 MQ0132
 MQ0132.This mark is at Rock Springs-Sweetwater Co Airport (RKS)
 MQ0132
 MQ0132.The horizontal coordinates were scaled from a topographic map and have
 MQ0132.an estimated accuracy of +/- 6 seconds.
 MQ0132
 MQ0132.The orthometric height was determined by differential leveling
 MQ0132.and adjusted by the National Geodetic Survey in June 1991..
 MQ0132
 MQ0132.The geoid height was determined by GEOID03.
 MQ0132
 MQ0132.The dynamic height is computed by dividing the NAVD 88
 MQ0132.geopotential number by the normal gravity value computed on the
 MQ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0132.degrees latitude (g = 980.6199 gals.).
 MQ0132
 MQ0132.The modeled gravity was interpolated from observed gravity values.
 MQ0132
 MQ0132;                    North         East    Units  Estimated Accuracy
 MQ0132;SPC WYWC     -   122,140.      573,720.      MT  (+/- 180 meters Scaled)
 MQ0132
 MQ0132                          SUPERSEDED SURVEY CONTROL
 MQ0132
 MQ0132  NGVD 29 (??/??/92) 2054.548  (m)         6740.63   (f) ADJ UNCH    1 2
 MQ0132
 MQ0132.Superseded values are not recommended for survey control.
 MQ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0132.See file dsdata.txt to determine how the superseded data were derived.
 MQ0132
 MQ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM612071(NAD 83)
 MQ0132_MARKER: DB = BENCH MARK DISK
 MQ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0132_STAMPING: S 115 1956
 MQ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0132+STABILITY: SURFACE MOTION
 MQ0132
 MQ0132  HISTORY     - Date     Condition        Report By
 MQ0132  HISTORY     - 1956     MONUMENTED       CGS
 MQ0132  HISTORY     - 1973     GOOD             NGS
 MQ0132  HISTORY     - 1981     GOOD             USGS
 MQ0132
 MQ0132                          STATION DESCRIPTION
 MQ0132
 MQ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0132'9.1 MI E FROM ROCK SPRINGS.
 MQ0132'5.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0132'ROCK SPRINGS, THENCE 4.1 MILES EAST ALONG AN OILED ROAD, AT THE ROCK
 MQ0132'SPRINGS AIRPORT, DIRECTLY BENEATH THE CENTER OF THE BEACON TOWER, SET
 MQ0132'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 MQ0132'GROUND, IN SECTION 30, TOWNSHIP 19 NORTH, RANGE 103 WEST.
 MQ0132
 MQ0132                          STATION RECOVERY (1973)
 MQ0132
 MQ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MQ0132'RECOVERED IN GOOD CONDITION.
 MQ0132
 MQ0132                          STATION RECOVERY (1981)
 MQ0132
 MQ0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MQ0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0362 ***********************************************************************
 MP0362  DESIGNATION -  S 116
 MP0362  PID         -  MP0362
 MP0362  STATE/COUNTY-  WY/SWEETWATER
 MP0362  USGS QUAD   -  RINER (1981)
 MP0362
 MP0362                         *CURRENT SURVEY CONTROL
 MP0362  ___________________________________________________________________
 MP0362* NAD 83(1986)-  41 43 20.     (N)    107 37 06.     (W)     SCALED    
 MP0362* NAVD 88     -      2076.332  (meters)    6812.10   (feet)  ADJUSTED  
 MP0362  ___________________________________________________________________
 MP0362  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 MP0362  DYNAMIC HT  -        2074.488 (meters)    6806.05  (feet)  COMP
 MP0362  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 MP0362
 MP0362  VERT ORDER  -  FIRST     CLASS II
 MP0362
 MP0362.The horizontal coordinates were scaled from a topographic map and have
 MP0362.an estimated accuracy of +/- 6 seconds.
 MP0362
 MP0362.The orthometric height was determined by differential leveling
 MP0362.and adjusted by the National Geodetic Survey in June 1991..
 MP0362
 MP0362.The geoid height was determined by GEOID03.
 MP0362
 MP0362.The dynamic height is computed by dividing the NAVD 88
 MP0362.geopotential number by the normal gravity value computed on the
 MP0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0362.degrees latitude (g = 980.6199 gals.).
 MP0362
 MP0362.The modeled gravity was interpolated from observed gravity values.
 MP0362
 MP0362;                    North         East    Units  Estimated Accuracy
 MP0362;SPC WYWC     -   136,350.      694,160.      MT  (+/- 180 meters Scaled)
 MP0362
 MP0362                          SUPERSEDED SURVEY CONTROL
 MP0362
 MP0362  NGVD 29 (??/??/92) 2075.015  (m)         6807.78   (f) ADJ UNCH    1 2
 MP0362
 MP0362.Superseded values are not recommended for survey control.
 MP0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0362.See file dsdata.txt to determine how the superseded data were derived.
 MP0362
 MP0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG822222(NAD 83)
 MP0362_MARKER: DB = BENCH MARK DISK
 MP0362_SETTING: 66 = SET IN ROCK OUTCROP
 MP0362_SP_SET: SANDSTONE OUTCROP
 MP0362_STAMPING: S 116 1956
 MP0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0362+STABILITY: POSITION/ELEVATION WELL
 MP0362
 MP0362  HISTORY     - Date     Condition        Report By
 MP0362  HISTORY     - 1956     MONUMENTED       CGS
 MP0362  HISTORY     - 1966     MARK NOT FOUND   USGS
 MP0362  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0362
 MP0362                          STATION DESCRIPTION
 MP0362
 MP0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0362'3.7 MI W FROM RINER.
 MP0362'3.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER TOWER
 MP0362'AT RINER, 0.7 MILE EAST OF THE STATION SIGN AT CHEROKEE, 0.5 MILE WEST
 MP0362'OF MILEPOST 704, 27 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 MP0362'63 FEET SOUTH OF A TELEPHONE POLE, 3 FEET ABOVE THE GROUND, SET IN THE
 MP0362'TOP OF A SANDSTONE OUTCROP, IN SECTION 11, TOWNSHIP 20 NORTH, RANGE 91
 MP0362'WEST.
 MP0362
 MP0362                          STATION RECOVERY (1966)
 MP0362
 MP0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MP0362'MARK NOT FOUND.
 MP0362
 MP0362                          STATION RECOVERY (1983)
 MP0362
 MP0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0390 ***********************************************************************
 MP0390  DESIGNATION -  S 117
 MP0390  PID         -  MP0390
 MP0390  STATE/COUNTY-  WY/SWEETWATER
 MP0390  USGS QUAD   -  WAMSUTTER (1981)
 MP0390
 MP0390                         *CURRENT SURVEY CONTROL
 MP0390  ___________________________________________________________________
 MP0390* NAD 83(1986)-  41 38 07.     (N)    107 57 42.     (W)     SCALED    
 MP0390* NAVD 88     -      2046.058  (meters)    6712.78   (feet)  ADJUSTED  
 MP0390  ___________________________________________________________________
 MP0390  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MP0390  DYNAMIC HT  -        2044.249 (meters)    6706.84  (feet)  COMP
 MP0390  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 MP0390
 MP0390  VERT ORDER  -  FIRST     CLASS II
 MP0390
 MP0390.The horizontal coordinates were scaled from a topographic map and have
 MP0390.an estimated accuracy of +/- 6 seconds.
 MP0390
 MP0390.The orthometric height was determined by differential leveling
 MP0390.and adjusted by the National Geodetic Survey in June 1991..
 MP0390
 MP0390.The geoid height was determined by GEOID03.
 MP0390
 MP0390.The dynamic height is computed by dividing the NAVD 88
 MP0390.geopotential number by the normal gravity value computed on the
 MP0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0390.degrees latitude (g = 980.6199 gals.).
 MP0390
 MP0390.The modeled gravity was interpolated from observed gravity values.
 MP0390
 MP0390;                    North         East    Units  Estimated Accuracy
 MP0390;SPC WYWC     -   126,370.      665,680.      MT  (+/- 180 meters Scaled)
 MP0390
 MP0390                          SUPERSEDED SURVEY CONTROL
 MP0390
 MP0390  NGVD 29 (??/??/92) 2044.741  (m)         6708.45   (f) ADJ UNCH    1 2
 MP0390
 MP0390.Superseded values are not recommended for survey control.
 MP0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0390.See file dsdata.txt to determine how the superseded data were derived.
 MP0390
 MP0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG533135(NAD 83)
 MP0390_MARKER: DB = BENCH MARK DISK
 MP0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0390_STAMPING: S 117 1956
 MP0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0390+STABILITY: SURFACE MOTION
 MP0390
 MP0390  HISTORY     - Date     Condition        Report By
 MP0390  HISTORY     - 1956     MONUMENTED       CGS
 MP0390
 MP0390                          STATION DESCRIPTION
 MP0390
 MP0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0390'2.5 MI S FROM WAMSUTTER.
 MP0390'2.5 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 MP0390'RAILROAD STATION AT WAMSUTTER, 66 FEET EAST OF THE NORTHEAST END OF A
 MP0390'24 INCH PIPE CULVERT, 51 FEET NORTHEAST OF THE CENTER LINE OF THE
 MP0390'ROAD, 5.5 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 MP0390'TELEPHONE POLES, 2.5 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 MP0390'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 MP0390'SECTION 12, TOWNSHIP 19 NORTH, RANGE 94 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0014 ***********************************************************************
 MQ0014  DESIGNATION -  S 118
 MQ0014  PID         -  MQ0014
 MQ0014  STATE/COUNTY-  WY/SWEETWATER
 MQ0014  USGS QUAD   -  RED DESERT NW (1970)
 MQ0014
 MQ0014                         *CURRENT SURVEY CONTROL
 MQ0014  ___________________________________________________________________
 MQ0014* NAD 83(1986)-  41 38 18.     (N)    108 12 29.     (W)     SCALED    
 MQ0014* NAVD 88     -      2095.519  (meters)    6875.05   (feet)  ADJUSTED  
 MQ0014  ___________________________________________________________________
 MQ0014  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MQ0014  DYNAMIC HT  -        2093.661 (meters)    6868.95  (feet)  COMP
 MQ0014  MODELED GRAV-     979,661.5   (mgal)                       NAVD 88
 MQ0014
 MQ0014  VERT ORDER  -  FIRST     CLASS II
 MQ0014
 MQ0014.The horizontal coordinates were scaled from a topographic map and have
 MQ0014.an estimated accuracy of +/- 6 seconds.
 MQ0014
 MQ0014.The orthometric height was determined by differential leveling
 MQ0014.and adjusted by the National Geodetic Survey in June 1991..
 MQ0014.WARNING-Repeat measurements at this control monument indicate possible
 MQ0014.vertical movement.
 MQ0014
 MQ0014.The geoid height was determined by GEOID03.
 MQ0014
 MQ0014.The dynamic height is computed by dividing the NAVD 88
 MQ0014.geopotential number by the normal gravity value computed on the
 MQ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0014.degrees latitude (g = 980.6199 gals.).
 MQ0014
 MQ0014.The modeled gravity was interpolated from observed gravity values.
 MQ0014
 MQ0014;                    North         East    Units  Estimated Accuracy
 MQ0014;SPC WYWC     -   126,550.      645,150.      MT  (+/- 180 meters Scaled)
 MQ0014
 MQ0014                          SUPERSEDED SURVEY CONTROL
 MQ0014
 MQ0014  NGVD 29 (06/08/92) 2094.262  (m)         6870.92   (f) ADJUSTED    1 2
 MQ0014
 MQ0014.Superseded values are not recommended for survey control.
 MQ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0014.See file dsdata.txt to determine how the superseded data were derived.
 MQ0014
 MQ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM325133(NAD 83)
 MQ0014_MARKER: DB = BENCH MARK DISK
 MQ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0014_STAMPING: S 118 1956
 MQ0014_MARK LOGO: CGS   
 MQ0014_PROJECTION: PROJECTING 15 CENTIMETERS
 MQ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0014+STABILITY: SURFACE MOTION
 MQ0014
 MQ0014  HISTORY     - Date     Condition        Report By
 MQ0014  HISTORY     - 1956     MONUMENTED       CGS
 MQ0014  HISTORY     - 1969     GOOD             NGS
 MQ0014  HISTORY     - 1983     GOOD             NGS
 MQ0014
 MQ0014                          STATION DESCRIPTION
 MQ0014
 MQ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0014'4.2 MI W FROM RED DESERT.
 MQ0014'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0014'AT RED DESERT, 6 POLES EAST OF MILEPOST 737, 48.8 FEET NORTH OF THE
 MQ0014'NORTH RAIL OF THE NORTH TRACK, 2.8 FEET NORTH OF A FENCE, 2.5 FEET
 MQ0014'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MQ0014'PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 10, TOWNSHIP 19 NORTH,
 MQ0014'RANGE 96 WEST.
 MQ0014
 MQ0014                          STATION RECOVERY (1969)
 MQ0014
 MQ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MQ0014'RECOVERED IN GOOD CONDITION.
 MQ0014
 MQ0014                          STATION RECOVERY (1983)
 MQ0014
 MQ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0014'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.6 KM (9.7
 MQ0014'MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MQ0014'TABLE ROCK, 0.3 KM (0.2 MI) EAST OF MILEPOST 737, 14.9 METERS (48.9
 MQ0014'FT) NORTH OF THE NEAR RAIL, AND 0.9 METER (3.0 FT) NORTH OF A FENCE.
 MQ0014'THE MARK IS 08 METERS  E FROM A WITNESS POST.
 MQ0014'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0159 ***********************************************************************
 NQ0159  DESIGNATION -  S 119
 NQ0159  PID         -  NQ0159
 NQ0159  STATE/COUNTY-  WY/PLATTE
 NQ0159  USGS QUAD   -  WHEATLAND (1990)
 NQ0159
 NQ0159                         *CURRENT SURVEY CONTROL
 NQ0159  ___________________________________________________________________
 NQ0159* NAD 83(1986)-  42 05 07.     (N)    104 57 05.     (W)     SCALED    
 NQ0159* NAVD 88     -      1417.583  (meters)    4650.85   (feet)  ADJUSTED  
 NQ0159  ___________________________________________________________________
 NQ0159  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0159  DYNAMIC HT  -        1416.670 (meters)    4647.86  (feet)  COMP
 NQ0159  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 NQ0159
 NQ0159  VERT ORDER  -  FIRST     CLASS II
 NQ0159
 NQ0159.The horizontal coordinates were scaled from a topographic map and have
 NQ0159.an estimated accuracy of +/- 6 seconds.
 NQ0159
 NQ0159.The orthometric height was determined by differential leveling
 NQ0159.and adjusted by the National Geodetic Survey in June 1991..
 NQ0159
 NQ0159.The geoid height was determined by GEOID03.
 NQ0159
 NQ0159.The dynamic height is computed by dividing the NAVD 88
 NQ0159.geopotential number by the normal gravity value computed on the
 NQ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0159.degrees latitude (g = 980.6199 gals.).
 NQ0159
 NQ0159.The modeled gravity was interpolated from observed gravity values.
 NQ0159
 NQ0159;                    North         East    Units  Estimated Accuracy
 NQ0159;SPC WY E     -   176,070.      217,810.      MT  (+/- 180 meters Scaled)
 NQ0159
 NQ0159                          SUPERSEDED SURVEY CONTROL
 NQ0159
 NQ0159  NGVD 29 (??/??/92) 1416.784  (m)         4648.23   (f) ADJ UNCH    1 2
 NQ0159
 NQ0159.Superseded values are not recommended for survey control.
 NQ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0159.See file dsdata.txt to determine how the superseded data were derived.
 NQ0159
 NQ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG040592(NAD 83)
 NQ0159_MARKER: DB = BENCH MARK DISK
 NQ0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0159_SP_SET: BRIDGE ABUTMENT
 NQ0159_STAMPING: S 119 1956
 NQ0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0159
 NQ0159  HISTORY     - Date     Condition        Report By
 NQ0159  HISTORY     - 1956     MONUMENTED       CGS
 NQ0159  HISTORY     - 1985     GOOD             DMA
 NQ0159  HISTORY     - 20030924 GOOD             USPSQD
 NQ0159
 NQ0159                          STATION DESCRIPTION
 NQ0159
 NQ0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0159'2.1 MI NW FROM WHEATLAND.
 NQ0159'2.1 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0159'FROM THE STATION AT WHEATLAND, 19 FEET WEST OF THE WEST RAIL,
 NQ0159'19 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 87, 3 FEET
 NQ0159'ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE
 NQ0159'NORTH ABUTMENT OF A CONCRETE HIGHWAY BRIDGE, IN THE NORTHEAST
 NQ0159'1/4 OF SECTION 1, TOWNSHIP 24 NORTH, RANGE 68 WEST.
 NQ0159
 NQ0159                          STATION RECOVERY (1985)
 NQ0159
 NQ0159'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0159'RECOVERED IN GOOD CONDITION.
 NQ0159
 NQ0159                          STATION RECOVERY (2003)
 NQ0159
 NQ0159'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 NQ0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0209 ***********************************************************************
 PX0209  DESIGNATION -  S 12 RESET
 PX0209  PID         -  PX0209
 PX0209  STATE/COUNTY-  WY/PARK
 PX0209  USGS QUAD   -  EAGLE CREEK (1991)
 PX0209
 PX0209                         *CURRENT SURVEY CONTROL
 PX0209  ___________________________________________________________________
 PX0209* NAD 83(1986)-  44 28 39.     (N)    109 53 56.     (W)     SCALED    
 PX0209* NAVD 88     -      1990.66   (meters)    6531.0    (feet)  RESET     
 PX0209  ___________________________________________________________________
 PX0209  GEOID HEIGHT-          -7.60  (meters)                     GEOID03
 PX0209
 PX0209  VERT ORDER  -  THIRD
 PX0209
 PX0209.The horizontal coordinates were scaled from a topographic map and have
 PX0209.an estimated accuracy of +/- 6 seconds.
 PX0209
 PX0209.The orthometric height was computed from unverified reset data.
 PX0209.No vertical observational check was made to the station.
 PX0209
 PX0209.The geoid height was determined by GEOID03.
 PX0209
 PX0209;                    North         East    Units  Estimated Accuracy
 PX0209;SPC WYWC     -   442,450.      508,600.      MT  (+/- 180 meters Scaled)
 PX0209
 PX0209                          SUPERSEDED SURVEY CONTROL
 PX0209
 PX0209  NGVD 29 (??/??/??) 1989.43   (m)         6527.0    (f) RESET       3  
 PX0209
 PX0209.Superseded values are not recommended for survey control.
 PX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0209.See file dsdata.txt to determine how the superseded data were derived.
 PX0209
 PX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ875255(NAD 83)
 PX0209_MARKER: DB = BENCH MARK DISK
 PX0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0209_STAMPING: S 12 1938
 PX0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0209+STABILITY: SURFACE MOTION
 PX0209
 PX0209  HISTORY     - Date     Condition        Report By
 PX0209  HISTORY     - 1938     MONUMENTED       BPR
 PX0209  HISTORY     - 1970     GOOD             USGS
 PX0209
 PX0209                          STATION DESCRIPTION
 PX0209
 PX0209'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PX0209'5.9 MI E FROM EAST ENTRANCE.
 PX0209'IN PARK COUNTY, 5.9 MILES EAST ALONG THE OLD LOCATION OF THE EAST
 PX0209'ENTRANCE-CODY ROAD FROM EAST ENTRANCE, YELLOWSTONE NATIONAL PARK,
 PX0209'OPPOSITE SURVEY STATION 309+50, AND 41 FEET WEST OF THE WEST SHOULDER
 PX0209'OF THE ROAD.  A STANDARD DISK, STAMPED S 12 1938 AND SET IN THE TOP OF
 PX0209'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0212 ***********************************************************************
 PV0212  DESIGNATION -  S 120
 PV0212  PID         -  PV0212
 PV0212  STATE/COUNTY-  WY/CROOK
 PV0212  USGS QUAD   -  ROZET SE (1971)
 PV0212
 PV0212                         *CURRENT SURVEY CONTROL
 PV0212  ___________________________________________________________________
 PV0212* NAD 83(1986)-  44 17 04.     (N)    105 03 56.     (W)     SCALED    
 PV0212* NAVD 88     -      1286.340  (meters)    4220.27   (feet)  ADJUSTED  
 PV0212  ___________________________________________________________________
 PV0212  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0212  DYNAMIC HT  -        1285.817 (meters)    4218.55  (feet)  COMP
 PV0212  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 PV0212
 PV0212  VERT ORDER  -  FIRST     CLASS II
 PV0212
 PV0212.The horizontal coordinates were scaled from a topographic map and have
 PV0212.an estimated accuracy of +/- 6 seconds.
 PV0212
 PV0212.The orthometric height was determined by differential leveling
 PV0212.and adjusted by the National Geodetic Survey in June 1991..
 PV0212.WARNING-Repeat measurements at this control monument indicate possible
 PV0212.vertical movement.
 PV0212
 PV0212.The geoid height was determined by GEOID03.
 PV0212
 PV0212.The dynamic height is computed by dividing the NAVD 88
 PV0212.geopotential number by the normal gravity value computed on the
 PV0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0212.degrees latitude (g = 980.6199 gals.).
 PV0212
 PV0212.The modeled gravity was interpolated from observed gravity values.
 PV0212
 PV0212;                    North         East    Units  Estimated Accuracy
 PV0212;SPC WY E     -   420,360.      208,070.      MT  (+/- 180 meters Scaled)
 PV0212
 PV0212                          SUPERSEDED SURVEY CONTROL
 PV0212
 PV0212  NGVD 29 (??/??/92) 1285.710  (m)         4218.20   (f) ADJ UNCH    1 2
 PV0212
 PV0212.Superseded values are not recommended for survey control.
 PV0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0212.See file dsdata.txt to determine how the superseded data were derived.
 PV0212
 PV0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK947034(NAD 83)
 PV0212_MARKER: DB = BENCH MARK DISK
 PV0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0212_SP_SET: CONCRETE POST
 PV0212_STAMPING: S 120 1957
 PV0212_MARK LOGO: CGS   
 PV0212_PROJECTION: PROJECTING 15 CENTIMETERS
 PV0212_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0212+STABILITY: SURFACE MOTION
 PV0212
 PV0212  HISTORY     - Date     Condition        Report By
 PV0212  HISTORY     - 1957     MONUMENTED       CGS
 PV0212  HISTORY     - 1985     GOOD             NGS
 PV0212  HISTORY     - 20000609 GOOD             USGS
 PV0212
 PV0212                          STATION DESCRIPTION
 PV0212
 PV0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0212'5.8 MI W FROM MOORCROFT.
 PV0212'5.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0212'FROM THE STATION AT MOORCROFT, 46 FEET NORTHWEST OF MILEPOST 575,
 PV0212'148 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 87 FEET
 PV0212'NORTH OF THE NORTH RAIL, 75 FEET EAST OF THE CENTER LINE OF THE
 PV0212'ROAD, 99 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 PV0212'CROSS ROAD AND THE OLD ROUTE OF U.S. HIGHWAY 16, 2 1/2 FEET SOUTH
 PV0212'OF THE FENCE LINE, 1 1/2 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 PV0212'WITH THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 PV0212'INCHES.
 PV0212
 PV0212                          STATION RECOVERY (1985)
 PV0212
 PV0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0212'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--9.90 KM (6.15 MI) WEST ALONG
 PV0212'STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF US HIGHWAY
 PV0212'14 AT MOORCROFT, 53.3 METERS (175 FT) SOUTH OF THE HIGHWAY CENTERLINE.
 PV0212'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PV0212
 PV0212                          STATION RECOVERY (2000)
 PV0212
 PV0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0212'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0241 ***********************************************************************
 PV0241  DESIGNATION -  S 121
 PV0241  PID         -  PV0241
 PV0241  STATE/COUNTY-  WY/CAMPBELL
 PV0241  USGS QUAD   -  GILLETTE EAST (1971)
 PV0241
 PV0241                         *CURRENT SURVEY CONTROL
 PV0241  ___________________________________________________________________
 PV0241* NAD 83(1986)-  44 17 31.     (N)    105 28 57.     (W)     SCALED    
 PV0241* NAVD 88     -      1377.644  (meters)    4519.82   (feet)  ADJUSTED  
 PV0241  ___________________________________________________________________
 PV0241  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0241  DYNAMIC HT  -        1377.080 (meters)    4517.97  (feet)  COMP
 PV0241  MODELED GRAV-     980,160.6   (mgal)                       NAVD 88
 PV0241
 PV0241  VERT ORDER  -  FIRST     CLASS II
 PV0241
 PV0241.The horizontal coordinates were scaled from a topographic map and have
 PV0241.an estimated accuracy of +/- 6 seconds.
 PV0241
 PV0241.The orthometric height was determined by differential leveling
 PV0241.and adjusted by the National Geodetic Survey in June 1991..
 PV0241.WARNING-Repeat measurements at this control monument indicate possible
 PV0241.vertical movement.
 PV0241
 PV0241.The geoid height was determined by GEOID03.
 PV0241
 PV0241.The dynamic height is computed by dividing the NAVD 88
 PV0241.geopotential number by the normal gravity value computed on the
 PV0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0241.degrees latitude (g = 980.6199 gals.).
 PV0241
 PV0241.The modeled gravity was interpolated from observed gravity values.
 PV0241
 PV0241;                    North         East    Units  Estimated Accuracy
 PV0241;SPC WY E     -   421,240.      174,790.      MT  (+/- 180 meters Scaled)
 PV0241
 PV0241                          SUPERSEDED SURVEY CONTROL
 PV0241
 PV0241  NGVD 29 (??/??/92) 1376.992  (m)         4517.68   (f) ADJ UNCH    1 2
 PV0241
 PV0241.Superseded values are not recommended for survey control.
 PV0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0241.See file dsdata.txt to determine how the superseded data were derived.
 PV0241
 PV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK615044(NAD 83)
 PV0241_MARKER: DB = BENCH MARK DISK
 PV0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0241_SP_SET: CONCRETE POST
 PV0241_STAMPING: S 121 1957
 PV0241_MARK LOGO: CGS   
 PV0241_PROJECTION: PROJECTING 10 CENTIMETERS
 PV0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0241+STABILITY: SURFACE MOTION
 PV0241
 PV0241  HISTORY     - Date     Condition        Report By
 PV0241  HISTORY     - 1957     MONUMENTED       CGS
 PV0241  HISTORY     - 1985     GOOD             NGS
 PV0241
 PV0241                          STATION DESCRIPTION
 PV0241
 PV0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0241'1.1 MI E FROM GILLETTE.
 PV0241'1.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0241'FROM THE STATION AT GILLETTE, 4 POLES WEST OF MILEPOST 596,
 PV0241'49 FEET SOUTH OF THE SOUTH RAIL, 95 FEET NORTH OF THE CENTER
 PV0241'LINE OF U.S. HIGHWAY 16, 62 FEET NORTHEAST OF A POWER POLE,
 PV0241'2 FEET SOUTH OF THE FENCE LINE, 1 1/2 FEET EAST OF A WHITE
 PV0241'WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE TRACK AND IN THE
 PV0241'TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 PV0241
 PV0241                          STATION RECOVERY (1985)
 PV0241
 PV0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0241'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--1.74 KM (1.08 MI) EAST ALONG
 PV0241'STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF GILLETTE
 PV0241'AVENUE AT GILLETTE.
 PV0241'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0297 ***********************************************************************
 PV0297  DESIGNATION -  S 122
 PV0297  PID         -  PV0297
 PV0297  STATE/COUNTY-  WY/CAMPBELL
 PV0297  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0297
 PV0297                         *CURRENT SURVEY CONTROL
 PV0297  ___________________________________________________________________
 PV0297* NAD 83(1986)-  44 24 52.     (N)    105 49 33.     (W)     SCALED    
 PV0297* NAVD 88     -      1274.529  (meters)    4181.52   (feet)  ADJUSTED  
 PV0297  ___________________________________________________________________
 PV0297  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 PV0297  DYNAMIC HT  -        1274.010 (meters)    4179.81  (feet)  COMP
 PV0297  MODELED GRAV-     980,167.0   (mgal)                       NAVD 88
 PV0297
 PV0297  VERT ORDER  -  FIRST     CLASS II
 PV0297
 PV0297.The horizontal coordinates were scaled from a topographic map and have
 PV0297.an estimated accuracy of +/- 6 seconds.
 PV0297
 PV0297.The orthometric height was determined by differential leveling
 PV0297.and adjusted by the National Geodetic Survey in June 1991..
 PV0297
 PV0297.The geoid height was determined by GEOID03.
 PV0297
 PV0297.The dynamic height is computed by dividing the NAVD 88
 PV0297.geopotential number by the normal gravity value computed on the
 PV0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0297.degrees latitude (g = 980.6199 gals.).
 PV0297
 PV0297.The modeled gravity was interpolated from observed gravity values.
 PV0297
 PV0297;                    North         East    Units  Estimated Accuracy
 PV0297;SPC WY E     -   435,010.      147,500.      MT  (+/- 180 meters Scaled)
 PV0297
 PV0297                          SUPERSEDED SURVEY CONTROL
 PV0297
 PV0297  NGVD 29 (??/??/92) 1273.849  (m)         4179.29   (f) ADJ UNCH    1 2
 PV0297
 PV0297.Superseded values are not recommended for survey control.
 PV0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0297.See file dsdata.txt to determine how the superseded data were derived.
 PV0297
 PV0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK342182(NAD 83)
 PV0297_MARKER: DB = BENCH MARK DISK
 PV0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0297_SP_SET: BRIDGE ABUTMENT
 PV0297_STAMPING: S 122 1957
 PV0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0297
 PV0297  HISTORY     - Date     Condition        Report By
 PV0297  HISTORY     - 1957     MONUMENTED       CGS
 PV0297
 PV0297                          STATION DESCRIPTION
 PV0297
 PV0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0297'20.1 MI NW FROM GILLETTE.
 PV0297'ABOUT 20.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0297'QUINCY RAILROAD FROM THE STATION AT GILLETTE, IN THE TOP OF THE
 PV0297'NORTHEAST END OF THE SOUTHEAST ABUTMENT OF BRIDGE 617.30,
 PV0297'6 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 2 FEET
 PV0297'BELOW THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0309 ***********************************************************************
 PV0309  DESIGNATION -  S 123
 PV0309  PID         -  PV0309
 PV0309  STATE/COUNTY-  WY/CAMPBELL
 PV0309  USGS QUAD   -  CROTON (1972)
 PV0309
 PV0309                         *CURRENT SURVEY CONTROL
 PV0309  ___________________________________________________________________
 PV0309* NAD 83(1986)-  44 30 02.     (N)    105 55 21.     (W)     SCALED    
 PV0309* NAVD 88     -      1215.923  (meters)    3989.24   (feet)  ADJUSTED  
 PV0309  ___________________________________________________________________
 PV0309  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 PV0309  DYNAMIC HT  -        1215.456 (meters)    3987.71  (feet)  COMP
 PV0309  MODELED GRAV-     980,192.0   (mgal)                       NAVD 88
 PV0309  OBS GRAVITY -     980,194.5   (mgal)                       GRAV_OBS
 PV0309
 PV0309  VERT ORDER  -  FIRST     CLASS II
 PV0309
 PV0309.The horizontal coordinates were scaled from a topographic map and have
 PV0309.an estimated accuracy of +/- 6 seconds.
 PV0309
 PV0309.The orthometric height was determined by differential leveling
 PV0309.and adjusted by the National Geodetic Survey in June 1991..
 PV0309
 PV0309.The geoid height was determined by GEOID03.
 PV0309
 PV0309.The dynamic height is computed by dividing the NAVD 88
 PV0309.geopotential number by the normal gravity value computed on the
 PV0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0309.degrees latitude (g = 980.6199 gals.).
 PV0309
 PV0309.The modeled gravity was interpolated from observed gravity values.
 PV0309.The observed gravity was obtained from relative gravimeter ties
 PV0309.to the IGSN71 gravity network.
 PV0309
 PV0309;                    North         East    Units  Estimated Accuracy
 PV0309;SPC WY E     -   444,640.      139,890.      MT  (+/- 180 meters Scaled)
 PV0309
 PV0309                          SUPERSEDED SURVEY CONTROL
 PV0309
 PV0309  NGVD 29 (??/??/92) 1215.257  (m)         3987.06   (f) ADJ UNCH    1 2
 PV0309
 PV0309.Superseded values are not recommended for survey control.
 PV0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0309.See file dsdata.txt to determine how the superseded data were derived.
 PV0309
 PV0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK266278(NAD 83)
 PV0309_MARKER: DB = BENCH MARK DISK
 PV0309_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0309_SP_SET: 66 FEET
 PV0309_STAMPING: S 123 1957
 PV0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0309
 PV0309  HISTORY     - Date     Condition        Report By
 PV0309  HISTORY     - 1957     MONUMENTED       CGS
 PV0309
 PV0309                          STATION DESCRIPTION
 PV0309
 PV0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0309'16 MI SE FROM ARVADA.
 PV0309'ABOUT 16.0 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 PV0309'QUINCY RAILROAD FROM THE STATION AT ARVADA, 48 FEET EAST-SOUTHEAST
 PV0309'OF MILEPOST 625, 50 FEET NORTHEAST OF THE NORTHEAST RAIL, 46
 PV0309'FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 7 FEET NORTHWEST
 PV0309'OF A POLE, 20 FEET SOUTHWEST OF THE FENCE LINE, 2 FEET SOUTHEAST
 PV0309'OF A CONCRETE WITNESS POST, ABOUT 3 FEET BELOW THE RAILS, A
 PV0309'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 PV0309'TO A DEPTH OF 66 FEET AND IS ENCASED IN A 6-INCH TILE WHICH
 PV0309'PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0024 ***********************************************************************
 OU0024  DESIGNATION -  S 124
 OU0024  PID         -  OU0024
 OU0024  STATE/COUNTY-  WY/WESTON
 OU0024  USGS QUAD   -  CLIFTON (1951)
 OU0024
 OU0024                         *CURRENT SURVEY CONTROL
 OU0024  ___________________________________________________________________
 OU0024* NAD 83(1986)-  43 38 25.     (N)    104 05 39.     (W)     SCALED    
 OU0024* NAVD 88     -      1203.485  (meters)    3948.43   (feet)  ADJUSTED  
 OU0024  ___________________________________________________________________
 OU0024  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 OU0024  DYNAMIC HT  -        1202.980 (meters)    3946.78  (feet)  COMP
 OU0024  MODELED GRAV-     980,158.1   (mgal)                       NAVD 88
 OU0024
 OU0024  VERT ORDER  -  FIRST     CLASS II
 OU0024
 OU0024.The horizontal coordinates were scaled from a topographic map and have
 OU0024.an estimated accuracy of +/- 6 seconds.
 OU0024
 OU0024.The orthometric height was determined by differential leveling
 OU0024.and adjusted by the National Geodetic Survey in June 1991..
 OU0024
 OU0024.The geoid height was determined by GEOID03.
 OU0024
 OU0024.The dynamic height is computed by dividing the NAVD 88
 OU0024.geopotential number by the normal gravity value computed on the
 OU0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0024.degrees latitude (g = 980.6199 gals.).
 OU0024
 OU0024.The modeled gravity was interpolated from observed gravity values.
 OU0024
 OU0024;                    North         East    Units  Estimated Accuracy
 OU0024;SPC WY E     -   349,340.      286,530.      MT  (+/- 180 meters Scaled)
 OU0024
 OU0024                          SUPERSEDED SURVEY CONTROL
 OU0024
 OU0024  NGVD 29 (??/??/92) 1202.897  (m)         3946.50   (f) ADJ UNCH    1 2
 OU0024
 OU0024.Superseded values are not recommended for survey control.
 OU0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0024.See file dsdata.txt to determine how the superseded data were derived.
 OU0024
 OU0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ730323(NAD 83)
 OU0024_MARKER: DB = BENCH MARK DISK
 OU0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OU0024_SP_SET: CONCRETE FOUNDATION
 OU0024_STAMPING: S 124 1957
 OU0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0024
 OU0024  HISTORY     - Date     Condition        Report By
 OU0024  HISTORY     - 1957     MONUMENTED       CGS
 OU0024
 OU0024                          STATION DESCRIPTION
 OU0024
 OU0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0024'16.6 MI SE FROM NEWCASTLE.
 OU0024'ABOUT 16.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0024'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE IN SECTION 8,
 OU0024'T. 42 N., R. 60 W., AT CLIFTON SIDING, 2 POLES NORTHWEST OF
 OU0024'MILEPOST 504, 3 RAILS SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 OU0024'70 FEET SOUTHEAST OF THE STATION SIGN, 13 1/2 FEET SOUTHWEST
 OU0024'OF THE SOUTHWEST RAIL, ABOUT LEVEL WITH THE TRACK AND IN THE TOP
 OU0024'OF THE MOST NORTHWESTERLY CONCRETE FOUNDATION IN THE FIRST GROUP
 OU0024'OF TWO FOUNDATIONS SOUTHWEST OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0063 ***********************************************************************
 OU0063  DESIGNATION -  S 125
 OU0063  PID         -  OU0063
 OU0063  STATE/COUNTY-  WY/WESTON
 OU0063  USGS QUAD   -  PEDRO (1972)
 OU0063
 OU0063                         *CURRENT SURVEY CONTROL
 OU0063  ___________________________________________________________________
 OU0063* NAD 83(1986)-  43 53 34.     (N)    104 19 18.     (W)     SCALED    
 OU0063* NAVD 88     -      1272.138  (meters)    4173.67   (feet)  ADJUSTED  
 OU0063  ___________________________________________________________________
 OU0063  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 OU0063  DYNAMIC HT  -        1271.585 (meters)    4171.86  (feet)  COMP
 OU0063  MODELED GRAV-     980,139.9   (mgal)                       NAVD 88
 OU0063
 OU0063  VERT ORDER  -  FIRST     CLASS II
 OU0063
 OU0063.The horizontal coordinates were scaled from a topographic map and have
 OU0063.an estimated accuracy of +/- 6 seconds.
 OU0063
 OU0063.The orthometric height was determined by differential leveling
 OU0063.and adjusted by the National Geodetic Survey in June 1991..
 OU0063
 OU0063.The geoid height was determined by GEOID03.
 OU0063
 OU0063.The dynamic height is computed by dividing the NAVD 88
 OU0063.geopotential number by the normal gravity value computed on the
 OU0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0063.degrees latitude (g = 980.6199 gals.).
 OU0063
 OU0063.The modeled gravity was interpolated from observed gravity values.
 OU0063
 OU0063;                    North         East    Units  Estimated Accuracy
 OU0063;SPC WY E     -   377,180.      267,890.      MT  (+/- 180 meters Scaled)
 OU0063
 OU0063                          SUPERSEDED SURVEY CONTROL
 OU0063
 OU0063  NGVD 29 (??/??/92) 1271.493  (m)         4171.56   (f) ADJ UNCH    1 2
 OU0063
 OU0063.Superseded values are not recommended for survey control.
 OU0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0063.See file dsdata.txt to determine how the superseded data were derived.
 OU0063
 OU0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ544601(NAD 83)
 OU0063_MARKER: DB = BENCH MARK DISK
 OU0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OU0063_SP_SET: CULVERT
 OU0063_STAMPING: S 125 1957
 OU0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0063
 OU0063  HISTORY     - Date     Condition        Report By
 OU0063  HISTORY     - 1957     MONUMENTED       CGS
 OU0063  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0063
 OU0063                          STATION DESCRIPTION
 OU0063
 OU0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0063'6.8 MI NW FROM NEWCASTLE.
 OU0063'ABOUT 6.85 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 OU0063'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, 19 POLES NORTHWEST
 OU0063'OF MILEPOST 527, IN THE TOP OF THE NORTH END OF THE SOUTH WING
 OU0063'WALL OF A 6 X 6-FOOT CONCRETE BOX CULVERT, 15 1/2 FEET SOUTHWEST
 OU0063'OF THE SOUTHWEST RAIL AND ABOUT 8 FEET LOWER THAN THE TRACK.
 OU0063
 OU0063                          STATION RECOVERY (1985)
 OU0063
 OU0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0063'NOT RECOVERED.  AREA DESCRIBED HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0015 ***********************************************************************
 PW0015  DESIGNATION -  S 126
 PW0015  PID         -  PW0015
 PW0015  STATE/COUNTY-  WY/SHERIDAN
 PW0015  USGS QUAD   -  ARVADA (1971)
 PW0015
 PW0015                         *CURRENT SURVEY CONTROL
 PW0015  ___________________________________________________________________
 PW0015* NAD 83(1986)-  44 40 56.     (N)    106 08 08.     (W)     SCALED    
 PW0015* NAVD 88     -      1145.323  (meters)    3757.61   (feet)  ADJUSTED  
 PW0015  ___________________________________________________________________
 PW0015  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 PW0015  DYNAMIC HT  -        1144.903 (meters)    3756.24  (feet)  COMP
 PW0015  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 PW0015
 PW0015  VERT ORDER  -  FIRST     CLASS II
 PW0015
 PW0015.The horizontal coordinates were scaled from a topographic map and have
 PW0015.an estimated accuracy of +/- 6 seconds.
 PW0015
 PW0015.The orthometric height was determined by differential leveling
 PW0015.and adjusted by the National Geodetic Survey in June 1991..
 PW0015
 PW0015.The geoid height was determined by GEOID03.
 PW0015
 PW0015.The dynamic height is computed by dividing the NAVD 88
 PW0015.geopotential number by the normal gravity value computed on the
 PW0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0015.degrees latitude (g = 980.6199 gals.).
 PW0015
 PW0015.The modeled gravity was interpolated from observed gravity values.
 PW0015
 PW0015;                    North         East    Units  Estimated Accuracy
 PW0015;SPC WYEC     -   565,250.      494,960.      MT  (+/- 180 meters Scaled)
 PW0015
 PW0015                          SUPERSEDED SURVEY CONTROL
 PW0015
 PW0015  NGVD 29 (??/??/92) 1144.643  (m)         3755.38   (f) ADJ UNCH    1 2
 PW0015
 PW0015.Superseded values are not recommended for survey control.
 PW0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0015.See file dsdata.txt to determine how the superseded data were derived.
 PW0015
 PW0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK100482(NAD 83)
 PW0015_MARKER: DB = BENCH MARK DISK
 PW0015_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0015_SP_SET: 50 FEET
 PW0015_STAMPING: S 126 1957
 PW0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0015
 PW0015  HISTORY     - Date     Condition        Report By
 PW0015  HISTORY     - 1957     MONUMENTED       CGS
 PW0015
 PW0015                          STATION DESCRIPTION
 PW0015
 PW0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0015'2.5 MI NW FROM ARVADA.
 PW0015'2.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0015'FROM THE STATION AT ARVADA, 55 FEET SOUTHEAST OF THE 20TH POLE
 PW0015'NORTHEAST OF MILEPOST 643, 104 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2
 PW0015'1/2 FEET NORTHWEST OF A FENCE, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN
 PW0015'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, A DISK
 PW0015'CLAMPED ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 PW0015'DEPTH OF 50 FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6
 PW0015'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0023 ***********************************************************************
 PW0023  DESIGNATION -  S 127
 PW0023  PID         -  PW0023
 PW0023  STATE/COUNTY-  WY/SHERIDAN
 PW0023  USGS QUAD   -  LEITER (1971)
 PW0023
 PW0023                         *CURRENT SURVEY CONTROL
 PW0023  ___________________________________________________________________
 PW0023* NAD 83(1986)-  44 43 24.     (N)    106 15 04.     (W)     SCALED    
 PW0023* NAVD 88     -      1146.520  (meters)    3761.54   (feet)  ADJUSTED  
 PW0023  ___________________________________________________________________
 PW0023  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 PW0023  DYNAMIC HT  -        1146.096 (meters)    3760.15  (feet)  COMP
 PW0023  MODELED GRAV-     980,209.1   (mgal)                       NAVD 88
 PW0023
 PW0023  VERT ORDER  -  FIRST     CLASS II
 PW0023
 PW0023.The horizontal coordinates were scaled from a topographic map and have
 PW0023.an estimated accuracy of +/- 6 seconds.
 PW0023
 PW0023.The orthometric height was determined by differential leveling
 PW0023.and adjusted by the National Geodetic Survey in June 1991..
 PW0023
 PW0023.The geoid height was determined by GEOID03.
 PW0023
 PW0023.The dynamic height is computed by dividing the NAVD 88
 PW0023.geopotential number by the normal gravity value computed on the
 PW0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0023.degrees latitude (g = 980.6199 gals.).
 PW0023
 PW0023.The modeled gravity was interpolated from observed gravity values.
 PW0023
 PW0023;                    North         East    Units  Estimated Accuracy
 PW0023;SPC WYEC     -   569,690.      485,730.      MT  (+/- 180 meters Scaled)
 PW0023
 PW0023                          SUPERSEDED SURVEY CONTROL
 PW0023
 PW0023  NGVD 29 (??/??/92) 1145.828  (m)         3759.27   (f) ADJ UNCH    1 2
 PW0023
 PW0023.Superseded values are not recommended for survey control.
 PW0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0023.See file dsdata.txt to determine how the superseded data were derived.
 PW0023
 PW0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK009529(NAD 83)
 PW0023_MARKER: DB = BENCH MARK DISK
 PW0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0023_STAMPING: S 127 1957
 PW0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0023+STABILITY: SURFACE MOTION
 PW0023
 PW0023  HISTORY     - Date     Condition        Report By
 PW0023  HISTORY     - 1957     MONUMENTED       CGS
 PW0023
 PW0023                          STATION DESCRIPTION
 PW0023
 PW0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0023'9.55 MI NE FROM CLEARMONT.
 PW0023'9.55 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0023'FROM THE STATION AT CLEARMONT, 10.15 MILES NORTHWEST OF THE STATION AT
 PW0023'ARVADA, 101 FEET SOUTH OF AND ACROSS THE TRACK FROM THE 6TH POLE WEST
 PW0023'OF THE MILEPOST 651, 52 FEET SOUTH OF THE SOUTH RAIL, 11 FEET NORTH OF
 PW0023'A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE
 PW0023'LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 PW0023'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0207 ***********************************************************************
 PW0207  DESIGNATION -  S 129
 PW0207  PID         -  PW0207
 PW0207  STATE/COUNTY-  WY/SHERIDAN
 PW0207  USGS QUAD   -  MONARCH (1978)
 PW0207
 PW0207                         *CURRENT SURVEY CONTROL
 PW0207  ___________________________________________________________________
 PW0207* NAD 83(1986)-  44 54 44.     (N)    107 05 11.     (W)     SCALED    
 PW0207* NAVD 88     -      1129.407  (meters)    3705.40   (feet)  ADJUSTED  
 PW0207  ___________________________________________________________________
 PW0207  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 PW0207  DYNAMIC HT  -        1129.008 (meters)    3704.09  (feet)  COMP
 PW0207  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 PW0207
 PW0207  VERT ORDER  -  FIRST     CLASS II
 PW0207
 PW0207.The horizontal coordinates were scaled from a topographic map and have
 PW0207.an estimated accuracy of +/- 6 seconds.
 PW0207
 PW0207.The orthometric height was determined by differential leveling
 PW0207.and adjusted by the National Geodetic Survey in June 1991..
 PW0207
 PW0207.The geoid height was determined by GEOID03.
 PW0207
 PW0207.The dynamic height is computed by dividing the NAVD 88
 PW0207.geopotential number by the normal gravity value computed on the
 PW0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0207.degrees latitude (g = 980.6199 gals.).
 PW0207
 PW0207.The modeled gravity was interpolated from observed gravity values.
 PW0207
 PW0207;                    North         East    Units  Estimated Accuracy
 PW0207;SPC WYEC     -   590,140.      419,500.      MT  (+/- 180 meters Scaled)
 PW0207
 PW0207                          SUPERSEDED SURVEY CONTROL
 PW0207
 PW0207  NGVD 29 (??/??/92) 1128.659  (m)         3702.94   (f) ADJ UNCH    1 2
 PW0207
 PW0207.Superseded values are not recommended for survey control.
 PW0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0207.See file dsdata.txt to determine how the superseded data were derived.
 PW0207
 PW0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK353753(NAD 83)
 PW0207_MARKER: DB = BENCH MARK DISK
 PW0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0207_STAMPING: S 129 1957
 PW0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0207+STABILITY: SURFACE MOTION
 PW0207
 PW0207  HISTORY     - Date     Condition        Report By
 PW0207  HISTORY     - 1957     MONUMENTED       CGS
 PW0207  HISTORY     - 1983     GOOD             NGS
 PW0207
 PW0207                          STATION DESCRIPTION
 PW0207
 PW0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0207'2.95 MI W FROM KLEENBURN.
 PW0207'ABOUT 2.95 MILES WEST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 PW0207'RAILROAD FROM THE STATION AT KLEENBURN, 3 POLES WEST OF MILEPOST 711,
 PW0207'ABOUT 0.2 MILE WEST OF THE BIG HORN COAL CO., 44 FEET SOUTH OF THE
 PW0207'SOUTH RAIL, 28 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 4 FEET NORTH OF
 PW0207'A FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF
 PW0207'A CONCRETE POST PROJECTING 5 INCHES.
 PW0207
 PW0207                          STATION RECOVERY (1983)
 PW0207
 PW0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0071 ***********************************************************************
 PY0071  DESIGNATION -  S 13
 PY0071  PID         -  PY0071
 PY0071  STATE/COUNTY-  WY/TETON
 PY0071  USGS QUAD   -  LEWIS CANYON (1996)
 PY0071
 PY0071                         *CURRENT SURVEY CONTROL
 PY0071  ___________________________________________________________________
 PY0071* NAD 83(1986)-  44 08 09.     (N)    110 39 58.     (W)     SCALED    
 PY0071* NAVD 88     -      2099.186  (meters)    6887.08   (feet)  ADJUSTED  
 PY0071  ___________________________________________________________________
 PY0071  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0071  DYNAMIC HT  -        2097.857 (meters)    6882.72  (feet)  COMP
 PY0071  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 PY0071
 PY0071  VERT ORDER  -  FIRST     CLASS II
 PY0071
 PY0071.The horizontal coordinates were scaled from a topographic map and have
 PY0071.an estimated accuracy of +/- 6 seconds.
 PY0071
 PY0071.The orthometric height was determined by differential leveling
 PY0071.and adjusted by the National Geodetic Survey in June 1991..
 PY0071
 PY0071.The geoid height was determined by GEOID03.
 PY0071
 PY0071.The dynamic height is computed by dividing the NAVD 88
 PY0071.geopotential number by the normal gravity value computed on the
 PY0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0071.degrees latitude (g = 980.6199 gals.).
 PY0071
 PY0071.The modeled gravity was interpolated from observed gravity values.
 PY0071
 PY0071;                    North         East    Units  Estimated Accuracy
 PY0071;SPC WY W     -   504,010.      753,370.      MT  (+/- 180 meters Scaled)
 PY0071
 PY0071                          SUPERSEDED SURVEY CONTROL
 PY0071
 PY0071  NGVD 29 (08/20/92) 2097.908  (m)         6882.89   (f) ADJUSTED    1 2
 PY0071
 PY0071.Superseded values are not recommended for survey control.
 PY0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0071.See file dsdata.txt to determine how the superseded data were derived.
 PY0071
 PY0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP267870(NAD 83)
 PY0071_MARKER: DB = BENCH MARK DISK
 PY0071_SETTING: 80 = SET IN A BOULDER
 PY0071_SP_SET: BOULDER
 PY0071_STAMPING: S 13 1923 6882.875
 PY0071_MARK LOGO: CGS   
 PY0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0071+STABILITY: SURFACE MOTION
 PY0071
 PY0071  HISTORY     - Date     Condition        Report By
 PY0071  HISTORY     - 1923     MONUMENTED       CGS
 PY0071  HISTORY     - 1987     GOOD             NGS
 PY0071
 PY0071                          STATION DESCRIPTION
 PY0071
 PY0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 PY0071'0.3 MI N FROM SOUTH ENTRANCE.
 PY0071'0.3 MILE NORTH ALONG THE SOUTH ENTRANCE-THUMB RANGER STATION ROAD FROM
 PY0071'SOUTH ENTRANCE, YELLOWSTONE NATIONAL PARK, 25 YARDS WEST OF THE BANK
 PY0071'OF SNAKE RIVER, 60 YARDS EAST OF THE ROAD ABOUT LEVEL WITH THE ROAD,
 PY0071'AND IN THE TOP OF A GRAY ROCK.  A STANDARD DISK, STAMPED 6882.873 S 13
 PY0071'1923.
 PY0071
 PY0071                          STATION RECOVERY (1987)
 PY0071
 PY0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0071'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.2 KM (3.25
 PY0071'MI) NORTHERLY ALONG THE SOUTH ENTRANCE HIGHWAY FROM THE FLAGG RANCH
 PY0071'HEADQUARTERS IN FLAGG RANCH, IN THE CENTER OF A 1 BY 3 FOOT BOULDER
 PY0071'THAT PROJECTS 8-INCHES ABOVE THE GROUND SURFACE, AT THE SOUTH
 PY0071'ENTRANCE GATE, 57.0 M (187.0 FT) EAST OF A GUARD HOUSE, 38.6 M (126.6
 PY0071'FT) SOUTHEAST OF A RESTROOM, AND 7.1 M (23.3 FT) NORTH OF A POLE
 PY0071'BARRICADE THAT RUNS EAST-WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0174 ***********************************************************************
 MO0174  DESIGNATION -  S 130
 MO0174  PID         -  MO0174
 MO0174  STATE/COUNTY-  WY/LARAMIE
 MO0174  USGS QUAD   -  POLE CREEK RANCH (1991)
 MO0174
 MO0174                         *CURRENT SURVEY CONTROL
 MO0174  ___________________________________________________________________
 MO0174* NAD 83(1986)-  41 20 32.     (N)    104 41 32.     (W)     SCALED    
 MO0174* NAVD 88     -      1849.695  (meters)    6068.54   (feet)  ADJUSTED  
 MO0174  ___________________________________________________________________
 MO0174  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 MO0174  DYNAMIC HT  -        1848.149 (meters)    6063.47  (feet)  COMP
 MO0174  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 MO0174
 MO0174  VERT ORDER  -  SECOND    CLASS 0
 MO0174
 MO0174.The horizontal coordinates were scaled from a topographic map and have
 MO0174.an estimated accuracy of +/- 6 seconds.
 MO0174
 MO0174.The orthometric height was determined by differential leveling
 MO0174.and adjusted by the National Geodetic Survey in June 1991..
 MO0174
 MO0174.The geoid height was determined by GEOID03.
 MO0174
 MO0174.The dynamic height is computed by dividing the NAVD 88
 MO0174.geopotential number by the normal gravity value computed on the
 MO0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0174.degrees latitude (g = 980.6199 gals.).
 MO0174
 MO0174.The modeled gravity was interpolated from observed gravity values.
 MO0174
 MO0174;                    North         East    Units  Estimated Accuracy
 MO0174;SPC WY E     -    93,630.      239,710.      MT  (+/- 180 meters Scaled)
 MO0174
 MO0174                          SUPERSEDED SURVEY CONTROL
 MO0174
 MO0174  NGVD 29 (??/??/92) 1848.728  (m)         6065.37   (f) ADJ UNCH    2 0
 MO0174
 MO0174.Superseded values are not recommended for survey control.
 MO0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0174.See file dsdata.txt to determine how the superseded data were derived.
 MO0174
 MO0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF257767(NAD 83)
 MO0174_MARKER: DB = BENCH MARK DISK
 MO0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0174_STAMPING: S 130 1959
 MO0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0174+STABILITY: SURFACE MOTION
 MO0174
 MO0174  HISTORY     - Date     Condition        Report By
 MO0174  HISTORY     - 1959     MONUMENTED       CGS
 MO0174
 MO0174                          STATION DESCRIPTION
 MO0174
 MO0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0174'18.3 MI NE FROM CHEYENNE.
 MO0174'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0174'CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE
 MO0174'5.7 MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 10.0 MILES
 MO0174'NORTHEAST ON U.S. HIGHWAY 85, THENCE 1.4 MILE NORTH ON GRAVELED
 MO0174'ROAD, 105 FEET SOUTH OF THE SOUTH END OF A SNOW FENCE, 48 FEET
 MO0174'WEST OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST OF THE RIGHT
 MO0174'OF WAY FENCE ABOUT 2 FEET LOWER THAN THE ROAD.  SET IN A CONCRETE
 MO0174'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0252 ***********************************************************************
 MQ0252  DESIGNATION -  S 131
 MQ0252  PID         -  MQ0252
 MQ0252  STATE/COUNTY-  WY/SWEETWATER
 MQ0252  USGS QUAD   -  PERU (1980)
 MQ0252
 MQ0252                         *CURRENT SURVEY CONTROL
 MQ0252  ___________________________________________________________________
 MQ0252* NAD 83(1986)-  41 33 01.     (N)    109 36 24.     (W)     SCALED    
 MQ0252* NAVD 88     -      1950.906  (meters)    6400.60   (feet)  ADJUSTED  
 MQ0252  ___________________________________________________________________
 MQ0252  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 MQ0252  DYNAMIC HT  -        1949.197 (meters)    6394.99  (feet)  COMP
 MQ0252  MODELED GRAV-     979,678.1   (mgal)                       NAVD 88
 MQ0252
 MQ0252  VERT ORDER  -  FIRST     CLASS II
 MQ0252
 MQ0252.The horizontal coordinates were scaled from a topographic map and have
 MQ0252.an estimated accuracy of +/- 6 seconds.
 MQ0252
 MQ0252.The orthometric height was determined by differential leveling
 MQ0252.and adjusted by the National Geodetic Survey in June 1991..
 MQ0252
 MQ0252.The geoid height was determined by GEOID03.
 MQ0252
 MQ0252.The dynamic height is computed by dividing the NAVD 88
 MQ0252.geopotential number by the normal gravity value computed on the
 MQ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0252.degrees latitude (g = 980.6199 gals.).
 MQ0252
 MQ0252.The modeled gravity was interpolated from observed gravity values.
 MQ0252
 MQ0252;                    North         East    Units  Estimated Accuracy
 MQ0252;SPC WYWC     -   116,990.      528,530.      MT  (+/- 180 meters Scaled)
 MQ0252
 MQ0252                          SUPERSEDED SURVEY CONTROL
 MQ0252
 MQ0252  NGVD 29 (06/08/92) 1949.571  (m)         6396.22   (f) ADJUSTED    1 2
 MQ0252
 MQ0252.Superseded values are not recommended for survey control.
 MQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0252.See file dsdata.txt to determine how the superseded data were derived.
 MQ0252
 MQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM162007(NAD 83)
 MQ0252_MARKER: DB = BENCH MARK DISK
 MQ0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0252_SP_SET: OVERPASS
 MQ0252_STAMPING: S 131 1958
 MQ0252_MARK LOGO: CGS   
 MQ0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0252
 MQ0252  HISTORY     - Date     Condition        Report By
 MQ0252  HISTORY     - 1958     MONUMENTED       CGS
 MQ0252  HISTORY     - 1983     GOOD             NGS
 MQ0252
 MQ0252                          STATION DESCRIPTION
 MQ0252
 MQ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0252'8.2 MI W FROM GREEN RIVER.
 MQ0252'ABOUT 8.2 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0252'GREEN RIVER, 19 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN
 MQ0252'THE TOP OF THE WEST END OF THE WEST CONCRETE WING WALL OF THE
 MQ0252'OVERPASS, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 MQ0252
 MQ0252                          STATION RECOVERY (1983)
 MQ0252
 MQ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0252'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0252'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0006 ***********************************************************************
 MR0006  DESIGNATION -  S 132
 MR0006  PID         -  MR0006
 MR0006  STATE/COUNTY-  WY/UINTA
 MR0006  USGS QUAD   -  VERNE (1969)
 MR0006
 MR0006                         *CURRENT SURVEY CONTROL
 MR0006  ___________________________________________________________________
 MR0006* NAD 83(1986)-  41 34 19.     (N)    110 04 30.     (W)     SCALED    
 MR0006* NAVD 88     -      1933.552  (meters)    6343.66   (feet)  ADJUSTED  
 MR0006  ___________________________________________________________________
 MR0006  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 MR0006  DYNAMIC HT  -        1931.888 (meters)    6338.20  (feet)  COMP
 MR0006  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 MR0006
 MR0006  VERT ORDER  -  FIRST     CLASS II
 MR0006
 MR0006.The horizontal coordinates were scaled from a topographic map and have
 MR0006.an estimated accuracy of +/- 6 seconds.
 MR0006
 MR0006.The orthometric height was determined by differential leveling
 MR0006.and adjusted by the National Geodetic Survey in June 1991..
 MR0006
 MR0006.The geoid height was determined by GEOID03.
 MR0006
 MR0006.The dynamic height is computed by dividing the NAVD 88
 MR0006.geopotential number by the normal gravity value computed on the
 MR0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0006.degrees latitude (g = 980.6199 gals.).
 MR0006
 MR0006.The modeled gravity was interpolated from observed gravity values.
 MR0006
 MR0006;                    North         East    Units  Estimated Accuracy
 MR0006;SPC WY W     -   219,040.      800,700.      MT  (+/- 180 meters Scaled)
 MR0006
 MR0006                          SUPERSEDED SURVEY CONTROL
 MR0006
 MR0006  NGVD 29 (06/08/92) 1932.240  (m)         6339.36   (f) ADJUSTED    1 2
 MR0006
 MR0006.Superseded values are not recommended for survey control.
 MR0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0006.See file dsdata.txt to determine how the superseded data were derived.
 MR0006
 MR0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM771026(NAD 83)
 MR0006_MARKER: DB = BENCH MARK DISK
 MR0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0006_STAMPING: S 132 1958
 MR0006_MARK LOGO: CGS   
 MR0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0006+STABILITY: SURFACE MOTION
 MR0006
 MR0006  HISTORY     - Date     Condition        Report By
 MR0006  HISTORY     - 1958     MONUMENTED       CGS
 MR0006  HISTORY     - 1983     GOOD             NGS
 MR0006
 MR0006                          STATION DESCRIPTION
 MR0006
 MR0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0006'5.9 MI SW FROM GRANGER.
 MR0006'ABOUT 5.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0006'STATION AT GRANGER, 3 TELEPHONE POLES WEST OF MILEPOST 853, 215 FEET
 MR0006'NORTH OF THE NORTH RAIL, ON THE EAST SLOPE OF A BARREN HILL, 65 FEET
 MR0006'EAST OF A TELEPHONE POLE, 16 1/2 FEET NORTH OF THE RIGHT OF WAY FENCE,
 MR0006'IN LINE WITH THE TELEPHONE POLES, 2 FEET NORTH OF A WHITE WOODEN
 MR0006'WITNESS POST, ABOUT 2 FEET BELOW THE TRACKS, AND IN THE TOP OF A
 MR0006'CONCRETE POST PROJECTING 8 INCHES.
 MR0006
 MR0006                          STATION RECOVERY (1983)
 MR0006
 MR0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0071 ***********************************************************************
 MR0071  DESIGNATION -  S 133
 MR0071  PID         -  MR0071
 MR0071  STATE/COUNTY-  WY/UINTA
 MR0071  USGS QUAD   -  CARTER (1964)
 MR0071
 MR0071                         *CURRENT SURVEY CONTROL
 MR0071  ___________________________________________________________________
 MR0071* NAD 83(1986)-  41 25 56.     (N)    110 26 39.     (W)     SCALED    
 MR0071* NAVD 88     -      1985.923  (meters)    6515.48   (feet)  ADJUSTED  
 MR0071  ___________________________________________________________________
 MR0071  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 MR0071  DYNAMIC HT  -        1984.205 (meters)    6509.85  (feet)  COMP
 MR0071  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 MR0071
 MR0071  VERT ORDER  -  FIRST     CLASS II
 MR0071
 MR0071.The horizontal coordinates were scaled from a topographic map and have
 MR0071.an estimated accuracy of +/- 6 seconds.
 MR0071
 MR0071.The orthometric height was determined by differential leveling
 MR0071.and adjusted by the National Geodetic Survey in June 1991..
 MR0071
 MR0071.The geoid height was determined by GEOID03.
 MR0071
 MR0071.The dynamic height is computed by dividing the NAVD 88
 MR0071.geopotential number by the normal gravity value computed on the
 MR0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0071.degrees latitude (g = 980.6199 gals.).
 MR0071
 MR0071.The modeled gravity was interpolated from observed gravity values.
 MR0071
 MR0071;                    North         East    Units  Estimated Accuracy
 MR0071;SPC WY W     -   203,580.      769,840.      MT  (+/- 180 meters Scaled)
 MR0071
 MR0071                          SUPERSEDED SURVEY CONTROL
 MR0071
 MR0071  NGVD 29 (??/??/92) 1984.59   (m)         6511.1    (f) COMPUTED    1 2
 MR0071
 MR0071.Superseded values are not recommended for survey control.
 MR0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0071.See file dsdata.txt to determine how the superseded data were derived.
 MR0071
 MR0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL464868(NAD 83)
 MR0071_MARKER: DB = BENCH MARK DISK
 MR0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0071_SP_SET: CULVERT
 MR0071_STAMPING: S 133 1958
 MR0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0071
 MR0071  HISTORY     - Date     Condition        Report By
 MR0071  HISTORY     - 1958     MONUMENTED       CGS
 MR0071  HISTORY     - 1964     MARK NOT FOUND   USGS
 MR0071  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0071
 MR0071                          STATION DESCRIPTION
 MR0071
 MR0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0071'0.9 MI W FROM CARTER.
 MR0071'ABOUT 0.9 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0071'AT CARTER, 15 POLES WEST OF MILEPOST 876, IN THE TOP OF THE NORTHEAST
 MR0071'WING WALL OF THE NORTH HEAD WALL OF A 36-INCH CAST IRON PIPE CULVERT
 MR0071'876.36, 14 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET BELOW THE
 MR0071'LEVEL OF THE TRACKS.
 MR0071
 MR0071                          STATION RECOVERY (1964)
 MR0071
 MR0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MR0071'MARK NOT FOUND.
 MR0071
 MR0071                          STATION RECOVERY (1983)
 MR0071
 MR0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0130 ***********************************************************************
 MR0130  DESIGNATION -  S 134
 MR0130  PID         -  MR0130
 MR0130  STATE/COUNTY-  WY/UINTA
 MR0130  USGS QUAD   -  PIEDMONT RESERVOIR (1978)
 MR0130
 MR0130                         *CURRENT SURVEY CONTROL
 MR0130  ___________________________________________________________________
 MR0130* NAD 83(1986)-  41 12 36.     (N)    110 44 39.     (W)     SCALED    
 MR0130* NAVD 88     -      2185.328  (meters)    7169.70   (feet)  ADJUSTED  
 MR0130  ___________________________________________________________________
 MR0130  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MR0130  DYNAMIC HT  -        2183.271 (meters)    7162.95  (feet)  COMP
 MR0130  MODELED GRAV-     979,604.0   (mgal)                       NAVD 88
 MR0130
 MR0130  VERT ORDER  -  FIRST     CLASS II
 MR0130
 MR0130.The horizontal coordinates were scaled from a topographic map and have
 MR0130.an estimated accuracy of +/- 6 seconds.
 MR0130
 MR0130.The orthometric height was determined by differential leveling
 MR0130.and adjusted by the National Geodetic Survey in June 1991..
 MR0130
 MR0130.The geoid height was determined by GEOID03.
 MR0130
 MR0130.The dynamic height is computed by dividing the NAVD 88
 MR0130.geopotential number by the normal gravity value computed on the
 MR0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0130.degrees latitude (g = 980.6199 gals.).
 MR0130
 MR0130.The modeled gravity was interpolated from observed gravity values.
 MR0130
 MR0130;                    North         East    Units  Estimated Accuracy
 MR0130;SPC WY W     -   179,050.      744,580.      MT  (+/- 180 meters Scaled)
 MR0130
 MR0130                          SUPERSEDED SURVEY CONTROL
 MR0130
 MR0130  NGVD 29 (06/08/92) 2183.982  (m)         7165.28   (f) ADJUSTED    1 2
 MR0130
 MR0130.Superseded values are not recommended for survey control.
 MR0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0130.See file dsdata.txt to determine how the superseded data were derived.
 MR0130
 MR0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL214621(NAD 83)
 MR0130_MARKER: DB = BENCH MARK DISK
 MR0130_SETTING: 66 = SET IN ROCK OUTCROP
 MR0130_SP_SET: SANDSTONE LEDGE
 MR0130_STAMPING: S 134 1958
 MR0130_MARK LOGO: CGS   
 MR0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0130+STABILITY: POSITION/ELEVATION WELL
 MR0130
 MR0130  HISTORY     - Date     Condition        Report By
 MR0130  HISTORY     - 1958     MONUMENTED       CGS
 MR0130  HISTORY     - 1983     GOOD             NGS
 MR0130
 MR0130                          STATION DESCRIPTION
 MR0130
 MR0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0130'2.4 MI NE FROM ALTAMONT.
 MR0130'ABOUT 2.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0130'STATION AT ALTAMONT, 8 POLES SOUTHWEST OF MILEPOST 901, ABOUT 0.5 MILE
 MR0130'NORTHEAST OF THE ASPIN STATION SIGN, SET VERTICALLY IN THE SOUTH FACE
 MR0130'OF A LARGE SANDSTONE LEDGE AT THE SOUTH POINT OF A BLUFF, 93 FEET
 MR0130'NORTH AND ACROSS THE TRACKS FROM SEMIPHORE 9012, 50 FEET NORTHWEST OF
 MR0130'THE NORTHWEST RAIL OF THE MAIN TRACK, AND ABOUT LEVEL WITH THE TRACKS.
 MR0130
 MR0130                          STATION RECOVERY (1983)
 MR0130
 MR0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0117 ***********************************************************************
 MR0117  DESIGNATION -  S 135
 MR0117  PID         -  MR0117
 MR0117  STATE/COUNTY-  WY/UINTA
 MR0117  USGS QUAD   -  LEROY (1978)
 MR0117
 MR0117                         *CURRENT SURVEY CONTROL
 MR0117  ___________________________________________________________________
 MR0117* NAD 83(1986)-  41 20 01.     (N)    110 36 50.     (W)     SCALED    
 MR0117* NAVD 88     -      2040.574  (meters)    6694.78   (feet)  ADJUSTED  
 MR0117  ___________________________________________________________________
 MR0117  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 MR0117  DYNAMIC HT  -        2038.747 (meters)    6688.79  (feet)  COMP
 MR0117  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 MR0117
 MR0117  VERT ORDER  -  FIRST     CLASS II
 MR0117
 MR0117.The horizontal coordinates were scaled from a topographic map and have
 MR0117.an estimated accuracy of +/- 6 seconds.
 MR0117
 MR0117.The orthometric height was determined by differential leveling
 MR0117.and adjusted by the National Geodetic Survey in June 1991..
 MR0117
 MR0117.The geoid height was determined by GEOID03.
 MR0117
 MR0117.The dynamic height is computed by dividing the NAVD 88
 MR0117.geopotential number by the normal gravity value computed on the
 MR0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0117.degrees latitude (g = 980.6199 gals.).
 MR0117
 MR0117.The modeled gravity was interpolated from observed gravity values.
 MR0117
 MR0117;                    North         East    Units  Estimated Accuracy
 MR0117;SPC WY W     -   192,700.      755,590.      MT  (+/- 180 meters Scaled)
 MR0117
 MR0117                          SUPERSEDED SURVEY CONTROL
 MR0117
 MR0117  NGVD 29 (06/08/92) 2039.284  (m)         6690.55   (f) ADJUSTED    1 2
 MR0117
 MR0117.Superseded values are not recommended for survey control.
 MR0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0117.See file dsdata.txt to determine how the superseded data were derived.
 MR0117
 MR0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL323758(NAD 83)
 MR0117_MARKER: DB = BENCH MARK DISK
 MR0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0117_SP_SET: ABUTMENT
 MR0117_STAMPING: S 135 1958
 MR0117_MARK LOGO: CGS   
 MR0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0117
 MR0117  HISTORY     - Date     Condition        Report By
 MR0117  HISTORY     - 1958     MONUMENTED       CGS
 MR0117  HISTORY     - 1983     GOOD             NGS
 MR0117
 MR0117                          STATION DESCRIPTION
 MR0117
 MR0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0117'13.9 MI NE FROM ALTAMONT.
 MR0117'ABOUT 13.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0117'STATION AT ALTAMONT, OR ABOUT 14.2 MILES SOUTHWEST ALONG THE UNION
 MR0117'PACIFIC RAILROAD FROM THE STATION AT CARTER, ABOUT 0.3 MILE NORTH OF
 MR0117'MILEPOST 890, ABOUT 0.8 MILE NORTH OF THE LEROY STATION SIGN, IN THE
 MR0117'TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE 889.72, 6
 MR0117'FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 MR0117'TRACKS.
 MR0117
 MR0117                          STATION RECOVERY (1983)
 MR0117
 MR0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0325 ***********************************************************************
 MP0325  DESIGNATION -  S 14
 MP0325  PID         -  MP0325
 MP0325  STATE/COUNTY-  WY/CARBON
 MP0325  USGS QUAD   -  DUCK LAKE (1970)
 MP0325
 MP0325                         *CURRENT SURVEY CONTROL
 MP0325  ___________________________________________________________________
 MP0325* NAD 83(1986)-  41 27 39.     (N)    107 52 18.     (W)     SCALED    
 MP0325* NAVD 88     -      2038.494  (meters)    6687.96   (feet)  ADJUSTED  
 MP0325  ___________________________________________________________________
 MP0325  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 MP0325  DYNAMIC HT  -        2036.644 (meters)    6681.89  (feet)  COMP
 MP0325  MODELED GRAV-     979,643.6   (mgal)                       NAVD 88
 MP0325
 MP0325  VERT ORDER  -  FIRST     CLASS II
 MP0325
 MP0325.The horizontal coordinates were scaled from a topographic map and have
 MP0325.an estimated accuracy of +/- 6 seconds.
 MP0325
 MP0325.The orthometric height was determined by differential leveling
 MP0325.and adjusted by the National Geodetic Survey in June 1991..
 MP0325
 MP0325.The geoid height was determined by GEOID03.
 MP0325
 MP0325.The dynamic height is computed by dividing the NAVD 88
 MP0325.geopotential number by the normal gravity value computed on the
 MP0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0325.degrees latitude (g = 980.6199 gals.).
 MP0325
 MP0325.The modeled gravity was interpolated from observed gravity values.
 MP0325
 MP0325;                    North         East    Units  Estimated Accuracy
 MP0325;SPC WYEC     -   206,840.      355,030.      MT  (+/- 180 meters Scaled)
 MP0325
 MP0325                          SUPERSEDED SURVEY CONTROL
 MP0325
 MP0325  NGVD 29 (??/??/92) 2037.220  (m)         6683.78   (f) ADJ UNCH    1 2
 MP0325
 MP0325.Superseded values are not recommended for survey control.
 MP0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0325.See file dsdata.txt to determine how the superseded data were derived.
 MP0325
 MP0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF601938(NAD 83)
 MP0325_MARKER: DB = BENCH MARK DISK
 MP0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0325_STAMPING: S 14 1933
 MP0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0325+STABILITY: SURFACE MOTION
 MP0325
 MP0325  HISTORY     - Date     Condition        Report By
 MP0325  HISTORY     - 1933     MONUMENTED       CGS
 MP0325
 MP0325                          STATION DESCRIPTION
 MP0325
 MP0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0325'15.1 MI S FROM WAMSUTTER.
 MP0325'IN CARBON COUNTY, ABOUT 15.1 MILES SOUTH ALONG THE BAGGS-WAMSUTTER
 MP0325'HIGHWAY FROM THE UNION PACIFIC RAILWAY CROSSING AT WAMSUTTER,
 MP0325'SWEETWATER COUNTY, ABOUT 280 FEET SOUTH OF A 12-FOOT TIMBER BRIDGE
 MP0325'OVER A DEEP DRY WASH, ABOUT 115 FEET NORTH OF A ROAD WHICH TURNS EAST,
 MP0325'AND 36 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 MP0325'STAMPED S 14 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0069 ***********************************************************************
 NR0069  DESIGNATION -  S 141
 NR0069  PID         -  NR0069
 NR0069  STATE/COUNTY-  WY/CARBON
 NR0069  USGS QUAD   -  T B RANCH (1961)
 NR0069
 NR0069                         *CURRENT SURVEY CONTROL
 NR0069  ___________________________________________________________________
 NR0069* NAD 83(1986)-  42 04 21.     (N)    106 11 24.     (W)     SCALED    
 NR0069* NAVD 88     -      2086.671  (meters)    6846.02   (feet)  ADJUSTED  
 NR0069  ___________________________________________________________________
 NR0069  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 NR0069  DYNAMIC HT  -        2084.940 (meters)    6840.34  (feet)  COMP
 NR0069  MODELED GRAV-     979,717.9   (mgal)                       NAVD 88
 NR0069
 NR0069  VERT ORDER  -  SECOND    CLASS 0
 NR0069
 NR0069.The horizontal coordinates were scaled from a topographic map and have
 NR0069.an estimated accuracy of +/- 6 seconds.
 NR0069
 NR0069.The orthometric height was determined by differential leveling
 NR0069.and adjusted by the National Geodetic Survey in June 1991..
 NR0069
 NR0069.The geoid height was determined by GEOID03.
 NR0069
 NR0069.The dynamic height is computed by dividing the NAVD 88
 NR0069.geopotential number by the normal gravity value computed on the
 NR0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0069.degrees latitude (g = 980.6199 gals.).
 NR0069
 NR0069.The modeled gravity was interpolated from observed gravity values.
 NR0069
 NR0069;                    North         East    Units  Estimated Accuracy
 NR0069;SPC WYEC     -   275,260.      494,610.      MT  (+/- 180 meters Scaled)
 NR0069
 NR0069                          SUPERSEDED SURVEY CONTROL
 NR0069
 NR0069  NGVD 29 (??/??/92) 2085.546  (m)         6842.33   (f) ADJ UNCH    2 0
 NR0069
 NR0069.Superseded values are not recommended for survey control.
 NR0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0069.See file dsdata.txt to determine how the superseded data were derived.
 NR0069
 NR0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG015585(NAD 83)
 NR0069_MARKER: DB = BENCH MARK DISK
 NR0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NR0069_SP_SET: CATTLE GUARD
 NR0069_STAMPING: S 141 1959
 NR0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0069
 NR0069  HISTORY     - Date     Condition        Report By
 NR0069  HISTORY     - 1959     MONUMENTED       CGS
 NR0069
 NR0069                          STATION DESCRIPTION
 NR0069
 NR0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0069'13.75 MI N FROM MEDICINE BOW.
 NR0069'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0069'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 13.55 MILES NORTH ALONG
 NR0069'A PAVED ROAD, 16 FEET EAST OF THE CENTER LINE OF THE ROAD, IN SECTION
 NR0069'8, R 78 W, T 24 N, IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL
 NR0069'OF A CATTLE GUARD, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0125 ***********************************************************************
 NR0125  DESIGNATION -  S 142
 NR0125  PID         -  NR0125
 NR0125  STATE/COUNTY-  WY/NATRONA
 NR0125  USGS QUAD   -  SHEEP CREEK (1960)
 NR0125
 NR0125                         *CURRENT SURVEY CONTROL
 NR0125  ___________________________________________________________________
 NR0125* NAD 83(1986)-  42 30 14.     (N)    106 16 50.     (W)     SCALED    
 NR0125* NAVD 88     -      2168.254  (meters)    7113.68   (feet)  ADJUSTED  
 NR0125  ___________________________________________________________________
 NR0125  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 NR0125  DYNAMIC HT  -        2166.617 (meters)    7108.31  (feet)  COMP
 NR0125  MODELED GRAV-     979,787.5   (mgal)                       NAVD 88
 NR0125
 NR0125  VERT ORDER  -  SECOND    CLASS 0
 NR0125
 NR0125.The horizontal coordinates were scaled from a topographic map and have
 NR0125.an estimated accuracy of +/- 6 seconds.
 NR0125
 NR0125.The orthometric height was determined by differential leveling
 NR0125.and adjusted by the National Geodetic Survey in June 1991..
 NR0125
 NR0125.The geoid height was determined by GEOID03.
 NR0125
 NR0125.The dynamic height is computed by dividing the NAVD 88
 NR0125.geopotential number by the normal gravity value computed on the
 NR0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0125.degrees latitude (g = 980.6199 gals.).
 NR0125
 NR0125.The modeled gravity was interpolated from observed gravity values.
 NR0125
 NR0125;                    North         East    Units  Estimated Accuracy
 NR0125;SPC WYEC     -   323,080.      486,530.      MT  (+/- 180 meters Scaled)
 NR0125
 NR0125                          SUPERSEDED SURVEY CONTROL
 NR0125
 NR0125  NGVD 29 (??/??/92) 2167.197  (m)         7110.21   (f) ADJ UNCH    2 0
 NR0125
 NR0125.Superseded values are not recommended for survey control.
 NR0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0125.See file dsdata.txt to determine how the superseded data were derived.
 NR0125
 NR0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH947065(NAD 83)
 NR0125_MARKER: DB = BENCH MARK DISK
 NR0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0125_STAMPING: S 142 1959
 NR0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0125+STABILITY: SURFACE MOTION
 NR0125
 NR0125  HISTORY     - Date     Condition        Report By
 NR0125  HISTORY     - 1959     MONUMENTED       CGS
 NR0125
 NR0125                          STATION DESCRIPTION
 NR0125
 NR0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0125'39.9 MI S FROM CASPER.
 NR0125'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0125'POSTOFFICE AT CASPER, THENCE ABOUT 8.9 MILES SOUTHEAST ALONG A DIRT
 NR0125'ROAD WHICH IS THE MEDICINE BOW ROAD, THENCE ABOUT 0.7 MILE SOUTHEAST
 NR0125'ALONG TWO BAR ROAD, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A PAVED
 NR0125'ROAD, THENCE ABOUT 15.1 MILE SOUTHEAST ALONG A DIRT ROAD, 28 FEET WEST
 NR0125'OF THE CENTER LINE OF THE ROAD, IN SECTION 11, R 79 W, T 29 N, ABOUT
 NR0125'0.2 MILE NORTHWEST OF A POND, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 NR0125'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0352 ***********************************************************************
 NQ0352  DESIGNATION -  S 143
 NQ0352  PID         -  NQ0352
 NQ0352  STATE/COUNTY-  WY/ALBANY
 NQ0352  USGS QUAD   -  FLETCHER PARK (1992)
 NQ0352
 NQ0352                         *CURRENT SURVEY CONTROL
 NQ0352  ___________________________________________________________________
 NQ0352* NAD 83(1986)-  42 08 30.     (N)    105 18 05.     (W)     SCALED    
 NQ0352* NAVD 88     -      1929.286  (meters)    6329.67   (feet)  ADJUSTED  
 NQ0352  ___________________________________________________________________
 NQ0352  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 NQ0352  DYNAMIC HT  -        1927.984 (meters)    6325.39  (feet)  COMP
 NQ0352  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 NQ0352
 NQ0352  VERT ORDER  -  SECOND    CLASS 0
 NQ0352
 NQ0352.The horizontal coordinates were scaled from a topographic map and have
 NQ0352.an estimated accuracy of +/- 6 seconds.
 NQ0352
 NQ0352.The orthometric height was determined by differential leveling
 NQ0352.and adjusted by the National Geodetic Survey in June 1991..
 NQ0352
 NQ0352.The geoid height was determined by GEOID03.
 NQ0352
 NQ0352.The dynamic height is computed by dividing the NAVD 88
 NQ0352.geopotential number by the normal gravity value computed on the
 NQ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0352.degrees latitude (g = 980.6199 gals.).
 NQ0352
 NQ0352.The modeled gravity was interpolated from observed gravity values.
 NQ0352
 NQ0352;                    North         East    Units  Estimated Accuracy
 NQ0352;SPC WY E     -   182,320.      188,860.      MT  (+/- 180 meters Scaled)
 NQ0352
 NQ0352                          SUPERSEDED SURVEY CONTROL
 NQ0352
 NQ0352  NGVD 29 (??/??/92) 1928.471  (m)         6326.99   (f) ADJ UNCH    2 0
 NQ0352
 NQ0352.Superseded values are not recommended for survey control.
 NQ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0352.See file dsdata.txt to determine how the superseded data were derived.
 NQ0352
 NQ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG750655(NAD 83)
 NQ0352_MARKER: DB = BENCH MARK DISK
 NQ0352_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0352_SP_SET: ROCK OUTCROP
 NQ0352_STAMPING: S 143 1959
 NQ0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0352+STABILITY: POSITION/ELEVATION WELL
 NQ0352
 NQ0352  HISTORY     - Date     Condition        Report By
 NQ0352  HISTORY     - 1959     MONUMENTED       CGS
 NQ0352
 NQ0352                          STATION DESCRIPTION
 NQ0352
 NQ0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0352'23.8 MI NW FROM WHEATLAND.
 NQ0352'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0352'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0352'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0352'A PAVED ROAD, THENCE ABOUT 7.85 MILES WEST ALONG A GRADED DIRT
 NQ0352'ROAD, NEAR THE CENTER OF SECTION 13, T 25 N, R 71 W, 38 FEET
 NQ0352'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A FLAT
 NQ0352'GRANITE ROCK OUTCROP WHICH PROJECTS ABOUT 1 FOOT, ABOUT 0.2 MILE
 NQ0352'SOUTHWEST OF A PIPE LINE CROSSING THE ROAD, ABOUT 0.1 MILE
 NQ0352'SOUTHWEST OF A TELEPHONE LINE CROSSING THE ROAD, 8 1/2 FEET
 NQ0352'WEST OF A 9-INCH PINE TREE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0377 ***********************************************************************
 NQ0377  DESIGNATION -  S 144
 NQ0377  PID         -  NQ0377
 NQ0377  STATE/COUNTY-  WY/ALBANY
 NQ0377  USGS QUAD   -  GARRETT (1968)
 NQ0377
 NQ0377                         *CURRENT SURVEY CONTROL
 NQ0377  ___________________________________________________________________
 NQ0377* NAD 83(1986)-  42 05 48.     (N)    105 36 31.     (W)     SCALED    
 NQ0377* NAVD 88     -      2114.100  (meters)    6936.01   (feet)  ADJUSTED  
 NQ0377  ___________________________________________________________________
 NQ0377  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 NQ0377  DYNAMIC HT  -        2112.475 (meters)    6930.68  (feet)  COMP
 NQ0377  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 NQ0377
 NQ0377  VERT ORDER  -  SECOND    CLASS 0
 NQ0377
 NQ0377.The horizontal coordinates were scaled from a topographic map and have
 NQ0377.an estimated accuracy of +/- 6 seconds.
 NQ0377
 NQ0377.The orthometric height was determined by differential leveling
 NQ0377.and adjusted by the National Geodetic Survey in June 1991..
 NQ0377
 NQ0377.The geoid height was determined by GEOID03.
 NQ0377
 NQ0377.The dynamic height is computed by dividing the NAVD 88
 NQ0377.geopotential number by the normal gravity value computed on the
 NQ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0377.degrees latitude (g = 980.6199 gals.).
 NQ0377
 NQ0377.The modeled gravity was interpolated from observed gravity values.
 NQ0377
 NQ0377;                    North         East    Units  Estimated Accuracy
 NQ0377;SPC WY E     -   177,410.      163,440.      MT  (+/- 180 meters Scaled)
 NQ0377
 NQ0377                          SUPERSEDED SURVEY CONTROL
 NQ0377
 NQ0377  NGVD 29 (??/??/92) 2113.112  (m)         6932.77   (f) ADJ UNCH    2 0
 NQ0377
 NQ0377.Superseded values are not recommended for survey control.
 NQ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0377.See file dsdata.txt to determine how the superseded data were derived.
 NQ0377
 NQ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG496606(NAD 83)
 NQ0377_MARKER: DB = BENCH MARK DISK
 NQ0377_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0377_SP_SET: ROCK OUTCROP
 NQ0377_STAMPING: S 144 1959
 NQ0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0377+STABILITY: POSITION/ELEVATION WELL
 NQ0377
 NQ0377  HISTORY     - Date     Condition        Report By
 NQ0377  HISTORY     - 1959     MONUMENTED       CGS
 NQ0377
 NQ0377                          STATION DESCRIPTION
 NQ0377
 NQ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0377'1.6 MI SE FROM GARRETT.
 NQ0377'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0377'POST OFFICE AT GARRETT, THENCE ABOUT 0.95 MILE SOUTHEAST ALONG A
 NQ0377'GRADED DIRT ROAD, ON THE CREST OF A LONG HILL, IN THE NORTHWEST
 NQ0377'1/4 OF SECTION 33, T 25 N, R 73 W, 123 FEET NORTHEAST OF THE
 NQ0377'CENTER LINE OF THE ROAD, IN THE TOP OF A ROCK OUTCROP PROJECTING
 NQ0377'2 FEET, 75 FEET NORTHEAST OF A DOUBLE BRACED POWER POLE, AND
 NQ0377'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0401 ***********************************************************************
 NQ0401  DESIGNATION -  S 145
 NQ0401  PID         -  NQ0401
 NQ0401  STATE/COUNTY-  WY/ALBANY
 NQ0401  USGS QUAD   -  MARSHALL (1992)
 NQ0401
 NQ0401                         *CURRENT SURVEY CONTROL
 NQ0401  ___________________________________________________________________
 NQ0401* NAD 83(1986)-  42 16 16.     (N)    105 50 48.     (W)     SCALED    
 NQ0401* NAVD 88     -      2223.146  (meters)    7293.77   (feet)  ADJUSTED  
 NQ0401  ___________________________________________________________________
 NQ0401  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 NQ0401  DYNAMIC HT  -        2221.413 (meters)    7288.09  (feet)  COMP
 NQ0401  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 NQ0401
 NQ0401  VERT ORDER  -  SECOND    CLASS 0
 NQ0401
 NQ0401.The horizontal coordinates were scaled from a topographic map and have
 NQ0401.an estimated accuracy of +/- 6 seconds.
 NQ0401
 NQ0401.The orthometric height was determined by differential leveling
 NQ0401.and adjusted by the National Geodetic Survey in June 1991..
 NQ0401
 NQ0401.The geoid height was determined by GEOID03.
 NQ0401
 NQ0401.The dynamic height is computed by dividing the NAVD 88
 NQ0401.geopotential number by the normal gravity value computed on the
 NQ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0401.degrees latitude (g = 980.6199 gals.).
 NQ0401
 NQ0401.The modeled gravity was interpolated from observed gravity values.
 NQ0401
 NQ0401;                    North         East    Units  Estimated Accuracy
 NQ0401;SPC WY E     -   196,910.      143,910.      MT  (+/- 180 meters Scaled)
 NQ0401
 NQ0401                          SUPERSEDED SURVEY CONTROL
 NQ0401
 NQ0401  NGVD 29 (??/??/92) 2222.102  (m)         7290.35   (f) ADJ UNCH    2 0
 NQ0401
 NQ0401.Superseded values are not recommended for survey control.
 NQ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0401.See file dsdata.txt to determine how the superseded data were derived.
 NQ0401
 NQ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG301802(NAD 83)
 NQ0401_MARKER: DB = BENCH MARK DISK
 NQ0401_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0401_SP_SET: ROCK OUTCROP
 NQ0401_STAMPING: S 145 1959
 NQ0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0401+STABILITY: POSITION/ELEVATION WELL
 NQ0401
 NQ0401  HISTORY     - Date     Condition        Report By
 NQ0401  HISTORY     - 1959     MONUMENTED       CGS
 NQ0401
 NQ0401                          STATION DESCRIPTION
 NQ0401
 NQ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0401'22.8 MI NW FROM GARRETT.
 NQ0401'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE
 NQ0401'OLD POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG
 NQ0401'A GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6
 NQ0401'MILE SOUTH ALONG THE OLD FORT FETTERMAN ROAD WHICH IS COUNTY
 NQ0401'ROAD 61, THENCE ABOUT 13.5 MILES NORTHWEST ALONG A GRADED DIRT
 NQ0401'ROAD WHICH IS COUNTY ROAD 64, ABOUT 133 YARDS SOUTHWEST AND
 NQ0401'ACROSS COTTONWOOD CREEK NORTH FORK FROM THE O B RANCH, ON THE
 NQ0401'NORTH SLOPE OF A GRANITE COVERED HILL, IN THE EAST SIDE OF
 NQ0401'SECTION 32, T 27 N, R 75 W, IN THE TOP OF A ROCK OUTCROP PROJECTING
 NQ0401'1 FOOT, 126 FEET EAST OF THE CENTER OF A CURVE IN THE ROAD,
 NQ0401'11 1/2 FEET WEST OF A FENCE, AND ABOUT 15 FEET ABOVE THE
 NQ0401'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0131 ***********************************************************************
 NR0131  DESIGNATION -  S 146
 NR0131  PID         -  NR0131
 NR0131  STATE/COUNTY-  WY/ALBANY
 NR0131  USGS QUAD   -  CHALK HILLS (1984)
 NR0131
 NR0131                         *CURRENT SURVEY CONTROL
 NR0131  ___________________________________________________________________
 NR0131* NAD 83(1986)-  42 20 46.     (N)    106 03 47.     (W)     SCALED    
 NR0131* NAVD 88     -      2218.480  (meters)    7278.46   (feet)  ADJUSTED  
 NR0131  ___________________________________________________________________
 NR0131  GEOID HEIGHT-         -11.67  (meters)                     GEOID03
 NR0131  DYNAMIC HT  -        2216.772 (meters)    7272.86  (feet)  COMP
 NR0131  MODELED GRAV-     979,771.0   (mgal)                       NAVD 88
 NR0131
 NR0131  VERT ORDER  -  SECOND    CLASS 0
 NR0131
 NR0131.The horizontal coordinates were scaled from a topographic map and have
 NR0131.an estimated accuracy of +/- 6 seconds.
 NR0131
 NR0131.The orthometric height was determined by differential leveling
 NR0131.and adjusted by the National Geodetic Survey in June 1991..
 NR0131
 NR0131.The geoid height was determined by GEOID03.
 NR0131
 NR0131.The dynamic height is computed by dividing the NAVD 88
 NR0131.geopotential number by the normal gravity value computed on the
 NR0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0131.degrees latitude (g = 980.6199 gals.).
 NR0131
 NR0131.The modeled gravity was interpolated from observed gravity values.
 NR0131
 NR0131;                    North         East    Units  Estimated Accuracy
 NR0131;SPC WY E     -   205,410.      126,140.      MT  (+/- 180 meters Scaled)
 NR0131
 NR0131                          SUPERSEDED SURVEY CONTROL
 NR0131
 NR0131.No superseded survey control is available for this station.
 NR0131
 NR0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG124887(NAD 83)
 NR0131_MARKER: DB = BENCH MARK DISK
 NR0131_SETTING: 66 = SET IN ROCK OUTCROP
 NR0131_SP_SET: ROCK OUTCROP
 NR0131_STAMPING: S 146 1959
 NR0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0131+STABILITY: POSITION/ELEVATION WELL
 NR0131
 NR0131  HISTORY     - Date     Condition        Report By
 NR0131  HISTORY     - 1959     MONUMENTED       CGS
 NR0131
 NR0131                          STATION DESCRIPTION
 NR0131
 NR0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0131'6.85 MI SW FROM LITTLE MEDICINE.
 NR0131'ABOUT 1.0 MILE NORTHWEST ALONG A TRACK ROAD FROM THE RANCH BUILDING AT
 NR0131'LITTLE MEDICINE, THENCE ABOUT 0.85 MILE WEST ALONG A TRACK ROAD,
 NR0131'THENCE ABOUT 5.0 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, ON THE
 NR0131'CREST OF A ROCKY KNOLL, 237 FEET NORTHWEST OF THE CENTER LINE OF THE
 NR0131'ROAD, IN THE NORTHEAST CORNER OF SECTION 4, T 27 N, R 77 W, ABOUT 0.75
 NR0131'MILE NORTHEAST OF THE INTERSECTION OF A GRADED DIRT ROAD WHICH IS
 NR0131'COUNTY ROAD 619, ABOUT 0.6 MILE NORTHEAST OF A CATTLE GUARD, 36 FEET
 NR0131'EAST OF A CAIRN, 18 FEET SOUTHWEST OF A CAIRN, AND IN THE TOP OF A
 NR0131'ROCK OUTCROP PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0298 ***********************************************************************
 NQ0298  DESIGNATION -  S 15
 NQ0298  PID         -  NQ0298
 NQ0298  STATE/COUNTY-  WY/CONVERSE
 NQ0298  USGS QUAD   -  CHALK BUTTES (1949)
 NQ0298
 NQ0298                         *CURRENT SURVEY CONTROL
 NQ0298  ___________________________________________________________________
 NQ0298* NAD 83(1986)-  42 43 26.     (N)    105 22 35.     (W)     SCALED    
 NQ0298* NAVD 88     -      1472.833  (meters)    4832.12   (feet)  ADJUSTED  
 NQ0298  ___________________________________________________________________
 NQ0298  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 NQ0298  DYNAMIC HT  -        1471.897 (meters)    4829.05  (feet)  COMP
 NQ0298  MODELED GRAV-     979,934.2   (mgal)                       NAVD 88
 NQ0298
 NQ0298  VERT ORDER  -  FIRST     CLASS II
 NQ0298
 NQ0298.The horizontal coordinates were scaled from a topographic map and have
 NQ0298.an estimated accuracy of +/- 6 seconds.
 NQ0298
 NQ0298.The orthometric height was determined by differential leveling
 NQ0298.and adjusted by the National Geodetic Survey in June 1991..
 NQ0298
 NQ0298.The geoid height was determined by GEOID03.
 NQ0298
 NQ0298.The dynamic height is computed by dividing the NAVD 88
 NQ0298.geopotential number by the normal gravity value computed on the
 NQ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0298.degrees latitude (g = 980.6199 gals.).
 NQ0298
 NQ0298.The modeled gravity was interpolated from observed gravity values.
 NQ0298
 NQ0298;                    North         East    Units  Estimated Accuracy
 NQ0298;SPC WY E     -   247,000.      182,820.      MT  (+/- 180 meters Scaled)
 NQ0298
 NQ0298                          SUPERSEDED SURVEY CONTROL
 NQ0298
 NQ0298  NGVD 29 (??/??/92) 1471.964  (m)         4829.27   (f) ADJ UNCH    1 2
 NQ0298
 NQ0298.Superseded values are not recommended for survey control.
 NQ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0298.See file dsdata.txt to determine how the superseded data were derived.
 NQ0298
 NQ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH691302(NAD 83)
 NQ0298_MARKER: DB = BENCH MARK DISK
 NQ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0298_STAMPING: S 15 1934
 NQ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0298+STABILITY: SURFACE MOTION
 NQ0298
 NQ0298  HISTORY     - Date     Condition        Report By
 NQ0298  HISTORY     - 1934     MONUMENTED       CGS
 NQ0298  HISTORY     - 1960     GOOD             NGS
 NQ0298
 NQ0298                          STATION DESCRIPTION
 NQ0298
 NQ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0298'2.2 MI E FROM DOUGLAS.
 NQ0298'ABOUT 2.2 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0298'RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY, ABOUT
 NQ0298'1,300 FEET WEST OF CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NQ0298'MILEPOST 146, 75.0 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO,
 NQ0298'BURLINGTON AND QUINCY RAILROAD, AND 90.4 FEET NORTH OF THE NORTH
 NQ0298'RAIL OF THE CHICAGO AND NORTH WESTERN RAILWAY.  A STANDARD DISK,
 NQ0298'STAMPED S 15 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NQ0298
 NQ0298                          STATION RECOVERY (1960)
 NQ0298
 NQ0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NQ0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0200 ***********************************************************************
 MQ0200  DESIGNATION -  S 150
 MQ0200  PID         -  MQ0200
 MQ0200  STATE/COUNTY-  WY/SWEETWATER
 MQ0200  USGS QUAD   -  BAXTER (1978)
 MQ0200
 MQ0200                         *CURRENT SURVEY CONTROL
 MQ0200  ___________________________________________________________________
 MQ0200* NAD 83(1986)-  41 32 03.     (N)    109 06 47.     (W)     SCALED    
 MQ0200* NAVD 88     -      2032.840  (meters)    6669.41   (feet)  ADJUSTED  
 MQ0200  ___________________________________________________________________
 MQ0200  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 MQ0200  DYNAMIC HT  -        2031.116 (meters)    6663.75  (feet)  COMP
 MQ0200  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 MQ0200
 MQ0200  VERT ORDER  -  SECOND    CLASS 0
 MQ0200
 MQ0200.The horizontal coordinates were scaled from a topographic map and have
 MQ0200.an estimated accuracy of +/- 6 seconds.
 MQ0200
 MQ0200.The orthometric height was determined by differential leveling
 MQ0200.and adjusted by the National Geodetic Survey in June 1991..
 MQ0200
 MQ0200.The geoid height was determined by GEOID03.
 MQ0200
 MQ0200.The dynamic height is computed by dividing the NAVD 88
 MQ0200.geopotential number by the normal gravity value computed on the
 MQ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0200.degrees latitude (g = 980.6199 gals.).
 MQ0200
 MQ0200.The modeled gravity was interpolated from observed gravity values.
 MQ0200
 MQ0200;                    North         East    Units  Estimated Accuracy
 MQ0200;SPC WYWC     -   114,910.      569,700.      MT  (+/- 180 meters Scaled)
 MQ0200
 MQ0200                          SUPERSEDED SURVEY CONTROL
 MQ0200
 MQ0200  NGVD 29 (??/??/92) 2031.546  (m)         6665.16   (f) ADJ UNCH    2 0
 MQ0200
 MQ0200.Superseded values are not recommended for survey control.
 MQ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0200.See file dsdata.txt to determine how the superseded data were derived.
 MQ0200
 MQ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL574997(NAD 83)
 MQ0200_MARKER: DB = BENCH MARK DISK
 MQ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0200_STAMPING: S 150 1962
 MQ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0200+STABILITY: SURFACE MOTION
 MQ0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0200+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0200
 MQ0200  HISTORY     - Date     Condition        Report By
 MQ0200  HISTORY     - 1962     MONUMENTED       CGS
 MQ0200  HISTORY     - 20011003 GOOD             WYHD
 MQ0200
 MQ0200                          STATION DESCRIPTION
 MQ0200
 MQ0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0200'7.05 MI SE FROM ROCK SPRINGS.
 MQ0200'7.05 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0200'ROCK SPRINGS, 0.3 MILE WEST OF THE JUNCTION OF AN ASPHALT ROAD NORTH,
 MQ0200'84 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.6 FEET WEST OF A
 MQ0200'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 MQ0200'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MQ0200
 MQ0200                          STATION RECOVERY (2001)
 MQ0200
 MQ0200'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0540 ***********************************************************************
 MQ0540  DESIGNATION -  S 151 RESET
 MQ0540  PID         -  MQ0540
 MQ0540  STATE/COUNTY-  WY/SWEETWATER
 MQ0540  USGS QUAD   -  SCRIVNER BUTTE (1963)
 MQ0540
 MQ0540                         *CURRENT SURVEY CONTROL
 MQ0540  ___________________________________________________________________
 MQ0540* NAD 83(1986)-  41 01 17.     (N)    108 47 44.     (W)     SCALED    
 MQ0540* NAVD 88     -      2162.49   (meters)    7094.8    (feet)  RESET     
 MQ0540  ___________________________________________________________________
 MQ0540  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MQ0540
 MQ0540  VERT ORDER  -  THIRD
 MQ0540
 MQ0540.The horizontal coordinates were scaled from a topographic map and have
 MQ0540.an estimated accuracy of +/- 6 seconds.
 MQ0540
 MQ0540.The orthometric height was computed from unverified reset data.
 MQ0540
 MQ0540.The geoid height was determined by GEOID03.
 MQ0540
 MQ0540;                    North         East    Units  Estimated Accuracy
 MQ0540;SPC WYWC     -    57,900.      596,170.      MT  (+/- 180 meters Scaled)
 MQ0540
 MQ0540                          SUPERSEDED SURVEY CONTROL
 MQ0540
 MQ0540  NGVD 29 (03/28/06) 2161.13   (m)         7090.3    (f) RESET       3  
 MQ0540
 MQ0540.Superseded values are not recommended for survey control.
 MQ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0540.See file dsdata.txt to determine how the superseded data were derived.
 MQ0540
 MQ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL853434(NAD 83)
 MQ0540_MARKER: DV = VERTICAL CONTROL DISK
 MQ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0540_SP_SET: CONCRETE POST
 MQ0540_STAMPING: S 151 RESET 1982
 MQ0540_MARK LOGO: NGS   
 MQ0540_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0540+STABILITY: SURFACE MOTION
 MQ0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0540+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0540
 MQ0540  HISTORY     - Date     Condition        Report By
 MQ0540  HISTORY     - 1982     MONUMENTED       NGS
 MQ0540  HISTORY     - 20011003 GOOD             WYHD
 MQ0540
 MQ0540                          STATION DESCRIPTION
 MQ0540
 MQ0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MQ0540'IT IS 83.6 KM (51.9 MI) SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE
 MQ0540'POST OFFICE IN ROCK SPRINGS, THEN 2.2 KM (1.4 MI) .  IT IS 29.9
 MQ0540'METERS NORTH FROM A Y-INTERSECTION OF A DIM TRACK ROAD GOING SOUTHWEST
 MQ0540'AND STATE HIGHWAY 430 AND 22.6 METERS WEST-NORTHWEST FROM THE CENTER
 MQ0540'OF STATE HIGHWAY 430.
 MQ0540
 MQ0540                          STATION RECOVERY (2001)
 MQ0540
 MQ0540'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0540' 
 MQ0540' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0046 ***********************************************************************
 MQ0046  DESIGNATION -  S 152
 MQ0046  PID         -  MQ0046
 MQ0046  STATE/COUNTY-  WY/SWEETWATER
 MQ0046  USGS QUAD   -  BURLEY DRAW (1968)
 MQ0046
 MQ0046                         *CURRENT SURVEY CONTROL
 MQ0046  ___________________________________________________________________
 MQ0046* NAD 83(1986)-  41 17 49.     (N)    108 51 42.     (W)     SCALED    
 MQ0046* NAVD 88     -      2094.133  (meters)    6870.50   (feet)  ADJUSTED  
 MQ0046  ___________________________________________________________________
 MQ0046  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 MQ0046  DYNAMIC HT  -        2092.260 (meters)    6864.36  (feet)  COMP
 MQ0046  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 MQ0046
 MQ0046  VERT ORDER  -  SECOND    CLASS 0
 MQ0046
 MQ0046.The horizontal coordinates were scaled from a topographic map and have
 MQ0046.an estimated accuracy of +/- 6 seconds.
 MQ0046
 MQ0046.The orthometric height was determined by differential leveling
 MQ0046.and adjusted by the National Geodetic Survey in June 1991..
 MQ0046
 MQ0046.The geoid height was determined by GEOID03.
 MQ0046
 MQ0046.The dynamic height is computed by dividing the NAVD 88
 MQ0046.geopotential number by the normal gravity value computed on the
 MQ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0046.degrees latitude (g = 980.6199 gals.).
 MQ0046
 MQ0046.The modeled gravity was interpolated from observed gravity values.
 MQ0046
 MQ0046;                    North         East    Units  Estimated Accuracy
 MQ0046;SPC WYWC     -    88,500.      590,650.      MT  (+/- 180 meters Scaled)
 MQ0046
 MQ0046                          SUPERSEDED SURVEY CONTROL
 MQ0046
 MQ0046  NGVD 29 (??/??/92) 2092.79   (m)         6866.1    (f) COMPUTED    2 0
 MQ0046
 MQ0046.Superseded values are not recommended for survey control.
 MQ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0046.See file dsdata.txt to determine how the superseded data were derived.
 MQ0046
 MQ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL790739(NAD 83)
 MQ0046_MARKER: DB = BENCH MARK DISK
 MQ0046_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0046_SP_SET: OUTCROP
 MQ0046_STAMPING: S 152 1962
 MQ0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0046+STABILITY: POSITION/ELEVATION WELL
 MQ0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0046+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0046
 MQ0046  HISTORY     - Date     Condition        Report By
 MQ0046  HISTORY     - 1962     MONUMENTED       CGS
 MQ0046  HISTORY     - 20011003 GOOD             WYHD
 MQ0046
 MQ0046                          STATION DESCRIPTION
 MQ0046
 MQ0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0046'32.5 MI SE FROM ROCK SPRINGS.
 MQ0046'32.5 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0046'ROCK SPRINGS, ON THE OUTSIDE OF A CURVE, IN THE TOP OF AN OUTCROP, 95
 MQ0046'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.4 FEET SOUTH OF A
 MQ0046'WITNESS POST, ABOUT 7 FEET HIGHER THAN THE HIGHWAY, AND 1.4 FEET ABOVE
 MQ0046'THE GROUND.
 MQ0046
 MQ0046                          STATION RECOVERY (2001)
 MQ0046
 MQ0046'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0164 ***********************************************************************
 MR0164  DESIGNATION -  S 153
 MR0164  PID         -  MR0164
 MR0164  STATE/COUNTY-  WY/UINTA
 MR0164  USGS QUAD   -  PINE KNOLL (1978)
 MR0164
 MR0164                         *CURRENT SURVEY CONTROL
 MR0164  ___________________________________________________________________
 MR0164* NAD 83(1986)-  41 05 32.     (N)    110 50 35.     (W)     SCALED    
 MR0164* NAVD 88     -      2262.484  (meters)    7422.83   (feet)  ADJUSTED  
 MR0164  ___________________________________________________________________
 MR0164  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 MR0164  DYNAMIC HT  -        2260.321 (meters)    7415.74  (feet)  COMP
 MR0164  MODELED GRAV-     979,586.2   (mgal)                       NAVD 88
 MR0164
 MR0164  VERT ORDER  -  SECOND    CLASS 0
 MR0164
 MR0164.The horizontal coordinates were scaled from a topographic map and have
 MR0164.an estimated accuracy of +/- 6 seconds.
 MR0164
 MR0164.The orthometric height was determined by differential leveling
 MR0164.and adjusted by the National Geodetic Survey in June 1991..
 MR0164
 MR0164.The geoid height was determined by GEOID03.
 MR0164
 MR0164.The dynamic height is computed by dividing the NAVD 88
 MR0164.geopotential number by the normal gravity value computed on the
 MR0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0164.degrees latitude (g = 980.6199 gals.).
 MR0164
 MR0164.The modeled gravity was interpolated from observed gravity values.
 MR0164
 MR0164;                    North         East    Units  Estimated Accuracy
 MR0164;SPC WY W     -   166,040.      736,170.      MT  (+/- 180 meters Scaled)
 MR0164
 MR0164                          SUPERSEDED SURVEY CONTROL
 MR0164
 MR0164  NGVD 29 (??/??/92) 2261.050  (m)         7418.13   (f) ADJ UNCH    2 0
 MR0164
 MR0164.Superseded values are not recommended for survey control.
 MR0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0164.See file dsdata.txt to determine how the superseded data were derived.
 MR0164
 MR0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL131490(NAD 83)
 MR0164_MARKER: DB = BENCH MARK DISK
 MR0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0164_STAMPING: S 153 1962
 MR0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0164+STABILITY: SURFACE MOTION
 MR0164
 MR0164  HISTORY     - Date     Condition        Report By
 MR0164  HISTORY     - 1962     MONUMENTED       CGS
 MR0164
 MR0164                          STATION DESCRIPTION
 MR0164
 MR0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0164'15.0 MI SE FROM EVANSTON.
 MR0164'15.0 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0164'OF U.S. HIGHWAY 189 AT EVANSTON, 0.1 MILE NORTH OF THE JUNCTION OF A
 MR0164'GRAVELED ROAD EAST, 28 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20
 MR0164'FEET WEST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2
 MR0164'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MR0164'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0120 ***********************************************************************
 PY0120  DESIGNATION -  S 157
 PY0120  PID         -  PY0120
 PY0120  STATE/COUNTY-  WY/PARK
 PY0120  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0120
 PY0120                         *CURRENT SURVEY CONTROL
 PY0120  ___________________________________________________________________
 PY0120* NAD 83(1986)-  44 48 44.     (N)    110 43 51.     (W)     SCALED    
 PY0120* NAVD 88     -      2253.444  (meters)    7393.17   (feet)  ADJUSTED  
 PY0120  ___________________________________________________________________
 PY0120  GEOID HEIGHT-          -8.45  (meters)                     GEOID03
 PY0120  DYNAMIC HT  -        2252.090 (meters)    7388.73  (feet)  COMP
 PY0120  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 PY0120
 PY0120  VERT ORDER  -  FIRST     CLASS II
 PY0120
 PY0120.The horizontal coordinates were scaled from a topographic map and have
 PY0120.an estimated accuracy of +/- 6 seconds.
 PY0120
 PY0120.The orthometric height was determined by differential leveling
 PY0120.and adjusted by the National Geodetic Survey in June 1991..
 PY0120
 PY0120.The geoid height was determined by GEOID03.
 PY0120
 PY0120.The dynamic height is computed by dividing the NAVD 88
 PY0120.geopotential number by the normal gravity value computed on the
 PY0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0120.degrees latitude (g = 980.6199 gals.).
 PY0120
 PY0120.The modeled gravity was interpolated from observed gravity values.
 PY0120
 PY0120;                    North         East    Units  Estimated Accuracy
 PY0120;SPC WYWC     -   480,910.      443,320.      MT  (+/- 180 meters Scaled)
 PY0120
 PY0120                          SUPERSEDED SURVEY CONTROL
 PY0120
 PY0120  NGVD 29 (08/20/92) 2252.119  (m)         7388.83   (f) ADJUSTED    1 2
 PY0120
 PY0120.Superseded values are not recommended for survey control.
 PY0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0120.See file dsdata.txt to determine how the superseded data were derived.
 PY0120
 PY0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ212621(NAD 83)
 PY0120_MARKER: DB = BENCH MARK DISK
 PY0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0120_SP_SET: CONCRETE POST
 PY0120_STAMPING: S 157 1960
 PY0120_MARK LOGO: CGS   
 PY0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0120+STABILITY: SURFACE MOTION
 PY0120
 PY0120  HISTORY     - Date     Condition        Report By
 PY0120  HISTORY     - 1960     MONUMENTED       CGS
 PY0120  HISTORY     - 1983     GOOD             NGS
 PY0120  HISTORY     - 1987     GOOD             NGS
 PY0120
 PY0120                          STATION DESCRIPTION
 PY0120
 PY0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0120'7.65 MI N FROM NORRIS.
 PY0120'ABOUT 7.65 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS
 PY0120'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 77 FEET WEST OF THE CENTER
 PY0120'LINE OF THE HIGHWAY, 60 FEET WEST OF A STONE HEADWALL AND PIPE
 PY0120'CULVERT, 47 FEET SOUTHWEST OF THE CENTER OF LEMONADE CREEK, 32 FEET
 PY0120'NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, 11 FEET
 PY0120'NORTHWEST OF A FORKED FIR TREE, ABOUT 3 1/2 FEET BELOW THE LEVEL OF
 PY0120'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 PY0120
 PY0120                          STATION RECOVERY (1983)
 PY0120
 PY0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0120'RECOVERED IN GOOD CONDITION.
 PY0120
 PY0120                          STATION RECOVERY (1987)
 PY0120
 PY0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0083 ***********************************************************************
 PY0083  DESIGNATION -  S 158
 PY0083  PID         -  PY0083
 PY0083  STATE/COUNTY-  WY/PARK
 PY0083  USGS QUAD   -  MOUNT JACKSON (1986)
 PY0083
 PY0083                         *CURRENT SURVEY CONTROL
 PY0083  ___________________________________________________________________
 PY0083* NAD 83(1986)-  44 38 37.     (N)    110 54 57.     (W)     SCALED    
 PY0083* NAVD 88     -      2067.475  (meters)    6783.04   (feet)  ADJUSTED  
 PY0083  ___________________________________________________________________
 PY0083  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY0083  DYNAMIC HT  -        2066.254 (meters)    6779.03  (feet)  COMP
 PY0083  MODELED GRAV-     979,953.1   (mgal)                       NAVD 88
 PY0083
 PY0083  VERT ORDER  -  FIRST     CLASS II
 PY0083
 PY0083.The horizontal coordinates were scaled from a topographic map and have
 PY0083.an estimated accuracy of +/- 6 seconds.
 PY0083
 PY0083.The orthometric height was determined by differential leveling
 PY0083.and adjusted by the National Geodetic Survey in June 1991..
 PY0083
 PY0083.The geoid height was determined by GEOID03.
 PY0083
 PY0083.The dynamic height is computed by dividing the NAVD 88
 PY0083.geopotential number by the normal gravity value computed on the
 PY0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0083.degrees latitude (g = 980.6199 gals.).
 PY0083
 PY0083.The modeled gravity was interpolated from observed gravity values.
 PY0083
 PY0083;                    North         East    Units  Estimated Accuracy
 PY0083;SPC WYWC     -   462,540.      428,190.      MT  (+/- 180 meters Scaled)
 PY0083
 PY0083                          SUPERSEDED SURVEY CONTROL
 PY0083
 PY0083  NGVD 29 (08/20/92) 2066.190  (m)         6778.82   (f) ADJUSTED    1 2
 PY0083
 PY0083.Superseded values are not recommended for survey control.
 PY0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0083.See file dsdata.txt to determine how the superseded data were derived.
 PY0083
 PY0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ066433(NAD 83)
 PY0083_MARKER: DB = BENCH MARK DISK
 PY0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0083_SP_SET: CONCRETE POST
 PY0083_STAMPING: S 158 1960
 PY0083_MARK LOGO: CGS   
 PY0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0083+STABILITY: SURFACE MOTION
 PY0083
 PY0083  HISTORY     - Date     Condition        Report By
 PY0083  HISTORY     - 1960     MONUMENTED       CGS
 PY0083  HISTORY     - 1983     GOOD             NGS
 PY0083  HISTORY     - 1987     GOOD             NGS
 PY0083
 PY0083                          STATION DESCRIPTION
 PY0083
 PY0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0083'11.0 MI E FROM WEST YELLOWSTONE.
 PY0083'ABOUT 11.0 MILES EAST ALONG THE MADISON JUNCTION-WEST ENTRANCE HIGHWAY
 PY0083'FROM THE UNION PACIFIC RAILROAD STATION AT WEST YELLOWSTONE IN THE
 PY0083'CENTER OF A NARROW ISLAND LIKE STRIP OF LAND BETWEEN THE HIGHWAY AND
 PY0083'AN ASPHALT PARKING AREA, 30 FEET SOUTH OF THE CENTER LINE OF THE
 PY0083'HIGHWAY, 26 FEET NORTH OF THE CENTER LINE OF THE PARKING AREA, 3 FEET
 PY0083'SOUTHWEST OF A LARGE BOULDER WHICH IS IN A ROW OF BOULDERS FORMING A
 PY0083'PROTECTIVE BARRIER THROUGH THE CENTER OF THE ISLAND, ABOUT 1 FOOT
 PY0083'ABOVE THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 PY0083'INCHES.
 PY0083
 PY0083                          STATION RECOVERY (1983)
 PY0083
 PY0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0083'RECOVERED IN GOOD CONDITION.
 PY0083
 PY0083                          STATION RECOVERY (1987)
 PY0083
 PY0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0356 ***********************************************************************
 PW0356  DESIGNATION -  S 159
 PW0356  PID         -  PW0356
 PW0356  STATE/COUNTY-  WY/BIG HORN
 PW0356  USGS QUAD   -  SHELL (1993)
 PW0356
 PW0356                         *CURRENT SURVEY CONTROL
 PW0356  ___________________________________________________________________
 PW0356* NAD 83(1986)-  44 31 52.     (N)    107 50 41.     (W)     SCALED    
 PW0356* NAVD 88     -      1259.512  (meters)    4132.25   (feet)  ADJUSTED  
 PW0356  ___________________________________________________________________
 PW0356  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 PW0356  DYNAMIC HT  -        1259.015 (meters)    4130.62  (feet)  COMP
 PW0356  MODELED GRAV-     980,179.3   (mgal)                       NAVD 88
 PW0356
 PW0356  VERT ORDER  -  SECOND    CLASS 0
 PW0356
 PW0356.The horizontal coordinates were scaled from a topographic map and have
 PW0356.an estimated accuracy of +/- 6 seconds.
 PW0356
 PW0356.The orthometric height was determined by differential leveling
 PW0356.and adjusted by the National Geodetic Survey in June 1991..
 PW0356
 PW0356.The geoid height was determined by GEOID03.
 PW0356
 PW0356.The dynamic height is computed by dividing the NAVD 88
 PW0356.geopotential number by the normal gravity value computed on the
 PW0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0356.degrees latitude (g = 980.6199 gals.).
 PW0356
 PW0356.The modeled gravity was interpolated from observed gravity values.
 PW0356
 PW0356;                    North         East    Units  Estimated Accuracy
 PW0356;SPC WYEC     -   547,890.      359,350.      MT  (+/- 180 meters Scaled)
 PW0356
 PW0356                          SUPERSEDED SURVEY CONTROL
 PW0356
 PW0356  NGVD 29 (??/??/92) 1258.717  (m)         4129.64   (f) ADJ UNCH    2 0
 PW0356
 PW0356.Superseded values are not recommended for survey control.
 PW0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0356.See file dsdata.txt to determine how the superseded data were derived.
 PW0356
 PW0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK739348(NAD 83)
 PW0356_MARKER: DB = BENCH MARK DISK
 PW0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0356_SP_SET: CULVERT
 PW0356_STAMPING: S 159 1966
 PW0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0356
 PW0356  HISTORY     - Date     Condition        Report By
 PW0356  HISTORY     - 1966     MONUMENTED       CGS
 PW0356
 PW0356                          STATION DESCRIPTION
 PW0356
 PW0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0356'3.5 MI W FROM SHELL.
 PW0356'3.5 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT SHELL,
 PW0356'0.05 MILE WEST OF THE JUNCTION OF A GRAVELED ROAD NORTH, AT THE
 PW0356'JUNCTION OF A DRIVEWAY SOUTH TO A LOG HOUSE, IN THE TOP OF THE SOUTH
 PW0356'END OF THE EAST CONCRETE HEAD WALL OF A PIPE CULVERT UNDER THE
 PW0356'DRIVEWAY, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 8 FEET EAST
 PW0356'OF THE CENTER LINE OF THE DRIVEWAY, 25 FEET EAST OF THE EAST CONCRETE
 PW0356'HEAD WALL OF A STEEL PIPE CATTLEGUARD, 11 FEET NORTH OF THE EAST END
 PW0356'OF A GATE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0210 ***********************************************************************
 NR0210  DESIGNATION -  S 16
 NR0210  PID         -  NR0210
 NR0210  STATE/COUNTY-  WY/CONVERSE
 NR0210  USGS QUAD   -  LOCKETT (1984)
 NR0210
 NR0210                         *CURRENT SURVEY CONTROL
 NR0210  ___________________________________________________________________
 NR0210* NAD 83(1986)-  42 51 51.     (N)    106 00 50.     (W)     SCALED    
 NR0210* NAVD 88     -      1537.501  (meters)    5044.28   (feet)  ADJUSTED  
 NR0210  ___________________________________________________________________
 NR0210  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 NR0210  DYNAMIC HT  -        1536.537 (meters)    5041.12  (feet)  COMP
 NR0210  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 NR0210
 NR0210  VERT ORDER  -  FIRST     CLASS II
 NR0210
 NR0210.The horizontal coordinates were scaled from a topographic map and have
 NR0210.an estimated accuracy of +/- 6 seconds.
 NR0210
 NR0210.The orthometric height was determined by differential leveling
 NR0210.and adjusted by the National Geodetic Survey in June 1991..
 NR0210
 NR0210.The geoid height was determined by GEOID03.
 NR0210
 NR0210.The dynamic height is computed by dividing the NAVD 88
 NR0210.geopotential number by the normal gravity value computed on the
 NR0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0210.degrees latitude (g = 980.6199 gals.).
 NR0210
 NR0210.The modeled gravity was interpolated from observed gravity values.
 NR0210
 NR0210;                    North         East    Units  Estimated Accuracy
 NR0210;SPC WY E     -   262,910.      130,770.      MT  (+/- 180 meters Scaled)
 NR0210
 NR0210                          SUPERSEDED SURVEY CONTROL
 NR0210
 NR0210  NGVD 29 (??/??/92) 1536.62   (m)         5041.4    (f) COMPUTED    1 2
 NR0210
 NR0210.Superseded values are not recommended for survey control.
 NR0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0210.See file dsdata.txt to determine how the superseded data were derived.
 NR0210
 NR0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH171462(NAD 83)
 NR0210_MARKER: DB = BENCH MARK DISK
 NR0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0210_STAMPING: S 16 1934
 NR0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0210+STABILITY: SURFACE MOTION
 NR0210
 NR0210  HISTORY     - Date     Condition        Report By
 NR0210  HISTORY     - 1934     MONUMENTED       CGS
 NR0210
 NR0210                          STATION DESCRIPTION
 NR0210
 NR0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0210'0.2 MI W FROM LOCKETT.
 NR0210'0.2 MILE W., BY RAIL, OF C.B. AND Q.R.R. STATION.  ALONG THE
 NR0210'CHICAGO, BURLINGTON AND QUINCY R.R. 0.4 MILE E. OF M.P. 186.
 NR0210'49.0 FT. S. OF S. RAIL, 49.0 FT. N. OF FENCE, 55.5 FT. N.W.
 NR0210'OF W. POST OF GATE, AND 18.0 FT. W. OF CENTERLINE OF ROAD.
 NR0210'MARK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0390 ***********************************************************************
 PW0390  DESIGNATION -  S 160
 PW0390  PID         -  PW0390
 PW0390  STATE/COUNTY-  WY/BIG HORN
 PW0390  USGS QUAD   -  SHELL FALLS (1993)
 PW0390
 PW0390                         *CURRENT SURVEY CONTROL
 PW0390  ___________________________________________________________________
 PW0390* NAD 83(1986)-  44 35 02.     (N)    107 32 05.     (W)     SCALED    
 PW0390* NAVD 88     -      2378.402  (meters)    7803.14   (feet)  ADJUSTED  
 PW0390  ___________________________________________________________________
 PW0390  GEOID HEIGHT-          -8.69  (meters)                     GEOID03
 PW0390  DYNAMIC HT  -        2377.070 (meters)    7798.77  (feet)  COMP
 PW0390  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 PW0390
 PW0390  VERT ORDER  -  SECOND    CLASS 0
 PW0390
 PW0390.The horizontal coordinates were scaled from a topographic map and have
 PW0390.an estimated accuracy of +/- 6 seconds.
 PW0390
 PW0390.The orthometric height was determined by differential leveling
 PW0390.and adjusted by the National Geodetic Survey in June 1991..
 PW0390
 PW0390.The geoid height was determined by GEOID03.
 PW0390
 PW0390.The dynamic height is computed by dividing the NAVD 88
 PW0390.geopotential number by the normal gravity value computed on the
 PW0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0390.degrees latitude (g = 980.6199 gals.).
 PW0390
 PW0390.The modeled gravity was interpolated from observed gravity values.
 PW0390
 PW0390;                    North         East    Units  Estimated Accuracy
 PW0390;SPC WYEC     -   553,650.      384,010.      MT  (+/- 180 meters Scaled)
 PW0390
 PW0390                          SUPERSEDED SURVEY CONTROL
 PW0390
 PW0390  NGVD 29 (??/??/92) 2377.375  (m)         7799.77   (f) ADJ UNCH    2 0
 PW0390
 PW0390.Superseded values are not recommended for survey control.
 PW0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0390.See file dsdata.txt to determine how the superseded data were derived.
 PW0390
 PW0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK987398(NAD 83)
 PW0390_MARKER: DB = BENCH MARK DISK
 PW0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0390_SP_SET: CULVERT
 PW0390_STAMPING: S 160 1966
 PW0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0390
 PW0390  HISTORY     - Date     Condition        Report By
 PW0390  HISTORY     - 1966     MONUMENTED       CGS
 PW0390
 PW0390                          STATION DESCRIPTION
 PW0390
 PW0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0390'17.5 MI NE FROM SHELL.
 PW0390'17.5 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0390'SHELL, DIRECTLY ACROSS THE HIGHWAY FROM THE SOUTHWEST END OF A LARGE
 PW0390'ASPHALT PULLOUT, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 PW0390'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 27 FEET SOUTHEAST OF THE
 PW0390'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE
 PW0390'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0254 ***********************************************************************
 PW0254  DESIGNATION -  S 161
 PW0254  PID         -  PW0254
 PW0254  STATE/COUNTY-  WY/SHERIDAN
 PW0254  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0254
 PW0254                         *CURRENT SURVEY CONTROL
 PW0254  ___________________________________________________________________
 PW0254* NAD 83(1986)-  44 49 20.     (N)    107 19 12.     (W)     SCALED    
 PW0254* NAVD 88     -      1632.828  (meters)    5357.04   (feet)  ADJUSTED  
 PW0254  ___________________________________________________________________
 PW0254  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 PW0254  DYNAMIC HT  -        1632.148 (meters)    5354.81  (feet)  COMP
 PW0254  MODELED GRAV-     980,142.3   (mgal)                       NAVD 88
 PW0254
 PW0254  VERT ORDER  -  SECOND    CLASS 0
 PW0254
 PW0254.The horizontal coordinates were scaled from a topographic map and have
 PW0254.an estimated accuracy of +/- 6 seconds.
 PW0254
 PW0254.The orthometric height was determined by differential leveling
 PW0254.and adjusted by the National Geodetic Survey in June 1991..
 PW0254
 PW0254.The geoid height was determined by GEOID03.
 PW0254
 PW0254.The dynamic height is computed by dividing the NAVD 88
 PW0254.geopotential number by the normal gravity value computed on the
 PW0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0254.degrees latitude (g = 980.6199 gals.).
 PW0254
 PW0254.The modeled gravity was interpolated from observed gravity values.
 PW0254
 PW0254;                    North         East    Units  Estimated Accuracy
 PW0254;SPC WYEC     -   580,110.      401,050.      MT  (+/- 180 meters Scaled)
 PW0254
 PW0254                          SUPERSEDED SURVEY CONTROL
 PW0254
 PW0254  NGVD 29 (??/??/92) 1632.020  (m)         5354.39   (f) ADJ UNCH    2 0
 PW0254
 PW0254.Superseded values are not recommended for survey control.
 PW0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0254.See file dsdata.txt to determine how the superseded data were derived.
 PW0254
 PW0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK165658(NAD 83)
 PW0254_MARKER: DB = BENCH MARK DISK
 PW0254_SETTING: 66 = SET IN ROCK OUTCROP
 PW0254_SP_SET: ROCK CUT
 PW0254_STAMPING: S 161 1966
 PW0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0254+STABILITY: POSITION/ELEVATION WELL
 PW0254
 PW0254  HISTORY     - Date     Condition        Report By
 PW0254  HISTORY     - 1966     MONUMENTED       CGS
 PW0254
 PW0254                          STATION DESCRIPTION
 PW0254
 PW0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0254'6.6 MI SW FROM DAYTON.
 PW0254'6.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0254'DAYTON, 204 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 PW0254'END OF AN ASPHALT TURNOUT, SET VERTICALLY IN THE NORTHWEST FACE OF A
 PW0254'ROCK CUT, 25 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 PW0254'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0222 ***********************************************************************
 PW0222  DESIGNATION -  S 162
 PW0222  PID         -  PW0222
 PW0222  STATE/COUNTY-  WY/SHERIDAN
 PW0222  USGS QUAD   -  BURGESS JUNCTION (1993)
 PW0222
 PW0222                         *CURRENT SURVEY CONTROL
 PW0222  ___________________________________________________________________
 PW0222* NAD 83(1986)-  44 46 53.     (N)    107 30 06.     (W)     SCALED    
 PW0222* NAVD 88     -      2454.472  (meters)    8052.71   (feet)  ADJUSTED  
 PW0222  ___________________________________________________________________
 PW0222  GEOID HEIGHT-          -9.47  (meters)                     GEOID03
 PW0222  DYNAMIC HT  -        2453.126 (meters)    8048.30  (feet)  COMP
 PW0222  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 PW0222
 PW0222  VERT ORDER  -  SECOND    CLASS 0
 PW0222
 PW0222.The horizontal coordinates were scaled from a topographic map and have
 PW0222.an estimated accuracy of +/- 6 seconds.
 PW0222
 PW0222.The orthometric height was determined by differential leveling
 PW0222.and adjusted by the National Geodetic Survey in June 1991..
 PW0222
 PW0222.The geoid height was determined by GEOID03.
 PW0222
 PW0222.The dynamic height is computed by dividing the NAVD 88
 PW0222.geopotential number by the normal gravity value computed on the
 PW0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0222.degrees latitude (g = 980.6199 gals.).
 PW0222
 PW0222.The modeled gravity was interpolated from observed gravity values.
 PW0222
 PW0222;                    North         East    Units  Estimated Accuracy
 PW0222;SPC WYEC     -   575,590.      386,680.      MT  (+/- 180 meters Scaled)
 PW0222
 PW0222                          SUPERSEDED SURVEY CONTROL
 PW0222
 PW0222  NGVD 29 (??/??/92) 2453.440  (m)         8049.33   (f) ADJ UNCH    2 0
 PW0222
 PW0222.Superseded values are not recommended for survey control.
 PW0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0222.See file dsdata.txt to determine how the superseded data were derived.
 PW0222
 PW0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK020617(NAD 83)
 PW0222_MARKER: DB = BENCH MARK DISK
 PW0222_SETTING: 80 = SET IN A BOULDER
 PW0222_STAMPING: S 162 1966
 PW0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0222+STABILITY: SURFACE MOTION
 PW0222
 PW0222  HISTORY     - Date     Condition        Report By
 PW0222  HISTORY     - 1966     MONUMENTED       CGS
 PW0222
 PW0222                          STATION DESCRIPTION
 PW0222
 PW0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0222'25.25 MI SW FROM DAYTON.
 PW0222'25.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0222'DAYTON, 211 FEET EAST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 PW0222'NORTHWEST, IN THE TOP OF A 4- BY 5-FOOT BOULDER PROJECTING ABOUT 1
 PW0222'FOOT, 196 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.3 FEET
 PW0222'NORTHEAST OF A WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE
 PW0222'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0081 ***********************************************************************
 OV0081  FBN         -  This is a Federal Base Network Control Station.
 OV0081  DESIGNATION -  S 163
 OV0081  PID         -  OV0081
 OV0081  STATE/COUNTY-  WY/WASHAKIE
 OV0081  USGS QUAD   -  JOE EMGE CREEK (1976)
 OV0081
 OV0081                         *CURRENT SURVEY CONTROL
 OV0081  ___________________________________________________________________
 OV0081* NAD 83(1993)-  43 54 17.94096(N)    107 22 51.33011(W)     ADJUSTED  
 OV0081* NAVD 88     -      1410.158  (meters)    4626.49   (feet)  ADJUSTED  
 OV0081  ___________________________________________________________________
 OV0081  X           -  -1,375,264.923 (meters)                     COMP
 OV0081  Y           -  -4,393,601.112 (meters)                     COMP
 OV0081  Z           -   4,401,461.461 (meters)                     COMP
 OV0081  LAPLACE CORR-          11.20  (seconds)                    DEFLEC99
 OV0081  ELLIP HEIGHT-        1399.18  (meters)          (02/28/01) GPS OBS
 OV0081  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 OV0081  DYNAMIC HT  -        1409.511 (meters)    4624.37  (feet)  COMP
 OV0081  MODELED GRAV-     980,109.9   (mgal)                       NAVD 88
 OV0081
 OV0081  HORZ ORDER  -  B
 OV0081  VERT ORDER  -  SECOND    CLASS 0
 OV0081  ELLP ORDER  -  SECOND    CLASS I
 OV0081
 OV0081.The horizontal coordinates were established by GPS observations
 OV0081.and adjusted by the National Geodetic Survey in October 1994..
 OV0081
 OV0081.The orthometric height was determined by differential leveling
 OV0081.and adjusted by the National Geodetic Survey in June 1991..
 OV0081
 OV0081.Photographs are available for this station.
 OV0081
 OV0081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OV0081
 OV0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0081
 OV0081.The ellipsoidal height was determined by GPS observations
 OV0081.and is referenced to NAD 83.
 OV0081
 OV0081.The geoid height was determined by GEOID03.
 OV0081
 OV0081.The dynamic height is computed by dividing the NAVD 88
 OV0081.geopotential number by the normal gravity value computed on the
 OV0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0081.degrees latitude (g = 980.6199 gals.).
 OV0081
 OV0081.The modeled gravity was interpolated from observed gravity values.
 OV0081
 OV0081;                    North         East     Units Scale Factor Converg.
 OV0081;SPC WYEC     -   478,193.684   396,177.004   MT  0.99993768   -0 01 58.8
 OV0081;UTM  13      - 4,864,075.305   308,804.893   MT  1.00004963   -1 39 05.7
 OV0081
 OV0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0081!SPC WYEC     -   0.99978065  x   0.99993768  =   0.99971834
 OV0081!UTM  13      -   0.99978065  x   1.00004963  =   0.99983027
 OV0081
 OV0081                          SUPERSEDED SURVEY CONTROL
 OV0081
 OV0081  ELLIP H (10/19/94) 1399.24   (m)                       GP(       ) 4 1
 OV0081  NAVD 88 (10/19/94) 1410.16   (m)         4626.5    (f) LEVELING    3  
 OV0081  NGVD 29 (??/??/92) 1409.387  (m)         4623.96   (f) ADJ UNCH    2 0
 OV0081
 OV0081.Superseded values are not recommended for survey control.
 OV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0081.See file dsdata.txt to determine how the superseded data were derived.
 OV0081
 OV0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ0880564075(NAD 83)
 OV0081_MARKER: DB = BENCH MARK DISK
 OV0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0081_STAMPING: S 163 1966
 OV0081_MARK LOGO: CGS   
 OV0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 OV0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0081+STABILITY: SURFACE MOTION
 OV0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0081+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1999
 OV0081
 OV0081  HISTORY     - Date     Condition        Report By
 OV0081  HISTORY     - 1966     MONUMENTED       CGS
 OV0081  HISTORY     - 19930703 GOOD             NGS
 OV0081  HISTORY     - 19990729 GOOD             NGS
 OV0081
 OV0081                          STATION DESCRIPTION
 OV0081
 OV0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0081'10.45 MI S FROM TEN SLEEP.
 OV0081'10.45 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0081'16 AT TEN SLEEP, 0.15 MILE NORTH OF THE JUNCTION OF A FARM ROAD EAST
 OV0081'THROUGH A GATE, ACROSS THE ROAD FROM A SHALLOW CUT, 72 FEET WEST OF
 OV0081'THE CENTER LINE OF THE ROAD, 2.3 FEET EAST OF A FENCE, 2.4 FEET SOUTH
 OV0081'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE
 OV0081'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OV0081
 OV0081                          STATION RECOVERY (1993)
 OV0081
 OV0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 OV0081'STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTH OF TEN SLEEP, 2.5 KM
 OV0081'(1.55 MI) NORTH OF OTTER CREEK, ALONG STATE HIGHWAY 434, ON THE
 OV0081'RIGHT-OF-WAY, AT MILE 10.5, IN SOUTH CENTRAL SECTION 36, T 46 N, R 88
 OV0081'W.  OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 OV0081'JUNCTION OF US HIGHWAY 16 AND STATE HIGHWAY 434 ON THE WEST SIDE OF
 OV0081'TEN SLEEP, GO SOUTH ON HIGHWAY 434 FOR 12.0 KM (7.45 MI) TO SPRING
 OV0081'CREEK ROAD (PAVED) ON THE LEFT.  CONTINUE AHEAD FOR 3.20 KM (2.00 MI)
 OV0081'TO A ROAD RIGHT LEADING TO THE LYMAN RANCH. CONTINUE AHEAD FOR 1.58 KM
 OV0081'(1.00 MI) TO THE STATION ON THE RIGHT AT MILE POST 10.5. STATION MARK
 OV0081'IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST PROJECTING 2 CM ABOVE
 OV0081'GROUND.  IT IS 21.6 M (70.9 FT) WEST OF, AND SLIGHTLY LOWER THAN THE
 OV0081'HIGHWAY CENTER, 0.6 M (2.0 FT) EAST OF THE RIGHT-OF-WAY FENCE, AND 0.7
 OV0081'M (2.3 FT) SOUTH OF A METAL WITNESS POST. DESCRIBED BY DDB
 OV0081
 OV0081                          STATION RECOVERY (1999)
 OV0081
 OV0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OV0081'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 OV0081'CONDITION AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0109 ***********************************************************************
 OV0109  DESIGNATION -  S 164
 OV0109  PID         -  OV0109
 OV0109  STATE/COUNTY-  WY/WASHAKIE
 OV0109  USGS QUAD   -  MAHOGANY BUTTE (1976)
 OV0109
 OV0109                         *CURRENT SURVEY CONTROL
 OV0109  ___________________________________________________________________
 OV0109* NAD 83(1986)-  43 40 16.     (N)    107 19 39.     (W)     SCALED    
 OV0109* NAVD 88     -      1518.050  (meters)    4980.47   (feet)  ADJUSTED  
 OV0109  ___________________________________________________________________
 OV0109  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 OV0109  DYNAMIC HT  -        1517.281 (meters)    4977.95  (feet)  COMP
 OV0109  MODELED GRAV-     980,058.7   (mgal)                       NAVD 88
 OV0109
 OV0109  VERT ORDER  -  SECOND    CLASS 0
 OV0109
 OV0109.The horizontal coordinates were scaled from a topographic map and have
 OV0109.an estimated accuracy of +/- 6 seconds.
 OV0109
 OV0109.The orthometric height was determined by differential leveling
 OV0109.and adjusted by the National Geodetic Survey in June 1991..
 OV0109
 OV0109.The geoid height was determined by GEOID03.
 OV0109
 OV0109.The dynamic height is computed by dividing the NAVD 88
 OV0109.geopotential number by the normal gravity value computed on the
 OV0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0109.degrees latitude (g = 980.6199 gals.).
 OV0109
 OV0109.The modeled gravity was interpolated from observed gravity values.
 OV0109
 OV0109;                    North         East    Units  Estimated Accuracy
 OV0109;SPC WYEC     -   452,210.      400,470.      MT  (+/- 180 meters Scaled)
 OV0109
 OV0109                          SUPERSEDED SURVEY CONTROL
 OV0109
 OV0109  NGVD 29 (??/??/92) 1517.230  (m)         4977.78   (f) ADJ UNCH    2 0
 OV0109
 OV0109.Superseded values are not recommended for survey control.
 OV0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0109.See file dsdata.txt to determine how the superseded data were derived.
 OV0109
 OV0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ123379(NAD 83)
 OV0109_MARKER: DB = BENCH MARK DISK
 OV0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0109_STAMPING: S 164 1966
 OV0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0109+STABILITY: SURFACE MOTION
 OV0109
 OV0109  HISTORY     - Date     Condition        Report By
 OV0109  HISTORY     - 1966     MONUMENTED       CGS
 OV0109
 OV0109                          STATION DESCRIPTION
 OV0109
 OV0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0109'30.2 MI S FROM TEN SLEEP.
 OV0109'30.2 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0109'16 AT TEN SLEEP, AT THE SOUTH END OF A CURVE AND NEAR THE FOOT OF A
 OV0109'HILL, AT THE JUNCTION OF A DRIVEWAY WEST TO A RANCH, 34 FEET WEST OF
 OV0109'THE CENTER LINE OF THE ROAD, 100 FEET NORTH OF THE CENTER LINE OF THE
 OV0109'DRIVEWAY, 61 FEET WEST AND ACROSS THE ROAD FROM A FENCE CORNER, 2.3
 OV0109'FEET EAST OF A FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL
 OV0109'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 OV0109'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0122 ***********************************************************************
 OV0122  DESIGNATION -  S 165
 OV0122  PID         -  OV0122
 OV0122  STATE/COUNTY-  WY/WASHAKIE
 OV0122  USGS QUAD   -  CORNELL GULCH (1967)
 OV0122
 OV0122                         *CURRENT SURVEY CONTROL
 OV0122  ___________________________________________________________________
 OV0122* NAD 83(1986)-  43 33 33.     (N)    107 28 57.     (W)     SCALED    
 OV0122* NAVD 88     -      1768.660  (meters)    5802.68   (feet)  ADJUSTED  
 OV0122  ___________________________________________________________________
 OV0122  GEOID HEIGHT-         -11.73  (meters)                     GEOID03
 OV0122  DYNAMIC HT  -        1767.620 (meters)    5799.27  (feet)  COMP
 OV0122  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 OV0122
 OV0122  VERT ORDER  -  SECOND    CLASS 0
 OV0122
 OV0122.The horizontal coordinates were scaled from a topographic map and have
 OV0122.an estimated accuracy of +/- 6 seconds.
 OV0122
 OV0122.The orthometric height was determined by differential leveling
 OV0122.and adjusted by the National Geodetic Survey in June 1991..
 OV0122
 OV0122.The geoid height was determined by GEOID03.
 OV0122
 OV0122.The dynamic height is computed by dividing the NAVD 88
 OV0122.geopotential number by the normal gravity value computed on the
 OV0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0122.degrees latitude (g = 980.6199 gals.).
 OV0122
 OV0122.The modeled gravity was interpolated from observed gravity values.
 OV0122
 OV0122;                    North         East    Units  Estimated Accuracy
 OV0122;SPC WYEC     -   439,780.      387,950.      MT  (+/- 180 meters Scaled)
 OV0122
 OV0122                          SUPERSEDED SURVEY CONTROL
 OV0122
 OV0122  NGVD 29 (??/??/92) 1767.726  (m)         5799.61   (f) ADJ UNCH    2 0
 OV0122
 OV0122.Superseded values are not recommended for survey control.
 OV0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0122.See file dsdata.txt to determine how the superseded data were derived.
 OV0122
 OV0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ994259(NAD 83)
 OV0122_MARKER: DB = BENCH MARK DISK
 OV0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0122_STAMPING: S 165 1966
 OV0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0122+STABILITY: SURFACE MOTION
 OV0122
 OV0122  HISTORY     - Date     Condition        Report By
 OV0122  HISTORY     - 1966     MONUMENTED       CGS
 OV0122
 OV0122                          STATION DESCRIPTION
 OV0122
 OV0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0122'26.75 MI NE FROM LYSITE.
 OV0122'26.75 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0122'AND QUINCY RAILROAD STATION AT LYSITE, 0.35 MILE NORTHEAST OF A LARGE
 OV0122'CORRAL, 37 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 22 FEET
 OV0122'SOUTHEAST OF A FENCE CORNER, 5 FEET SOUTHEAST OF THE SOUTHEAST END OF
 OV0122'A GATE, 1.5 FEET NORTHEAST OF A FENCE, 1.5 FEET NORTHWEST OF A WITNESS
 OV0122'POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 OV0122'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0386 ***********************************************************************
 MO0386  DESIGNATION -  S 166
 MO0386  PID         -  MO0386
 MO0386  STATE/COUNTY-  WY/ALBANY
 MO0386  USGS QUAD   -  POE MOUNTAIN (1981)
 MO0386
 MO0386                         *CURRENT SURVEY CONTROL
 MO0386  ___________________________________________________________________
 MO0386* NAD 83(1986)-  41 48 37.     (N)    105 16 54.     (W)     SCALED    
 MO0386* NAVD 88     -      1782.298  (meters)    5847.42   (feet)  ADJUSTED  
 MO0386  ___________________________________________________________________
 MO0386  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 MO0386  DYNAMIC HT  -        1781.020 (meters)    5843.23  (feet)  COMP
 MO0386  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 MO0386
 MO0386  VERT ORDER  -  SECOND    CLASS 0
 MO0386
 MO0386.The horizontal coordinates were scaled from a topographic map and have
 MO0386.an estimated accuracy of +/- 6 seconds.
 MO0386
 MO0386.The orthometric height was determined by differential leveling
 MO0386.and adjusted by the National Geodetic Survey in June 1991..
 MO0386
 MO0386.The geoid height was determined by GEOID03.
 MO0386
 MO0386.The dynamic height is computed by dividing the NAVD 88
 MO0386.geopotential number by the normal gravity value computed on the
 MO0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0386.degrees latitude (g = 980.6199 gals.).
 MO0386
 MO0386.The modeled gravity was interpolated from observed gravity values.
 MO0386
 MO0386;                    North         East    Units  Estimated Accuracy
 MO0386;SPC WY E     -   145,510.      190,450.      MT  (+/- 180 meters Scaled)
 MO0386
 MO0386                          SUPERSEDED SURVEY CONTROL
 MO0386
 MO0386  NGVD 29 (??/??/92) 1781.443  (m)         5844.62   (f) ADJ UNCH    2 0
 MO0386
 MO0386.Superseded values are not recommended for survey control.
 MO0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0386.See file dsdata.txt to determine how the superseded data were derived.
 MO0386
 MO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG766287(NAD 83)
 MO0386_MARKER: DB = BENCH MARK DISK
 MO0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0386_STAMPING: S 166 1966
 MO0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0386+STABILITY: SURFACE MOTION
 MO0386
 MO0386  HISTORY     - Date     Condition        Report By
 MO0386  HISTORY     - 1966     MONUMENTED       CGS
 MO0386
 MO0386                          STATION DESCRIPTION
 MO0386
 MO0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0386'28.8 MI SW FROM WHEATLAND.
 MO0386'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0386'WHEATLAND, THENCE 22.05 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0386'0.15 MILE SOUTHWEST OF THE JUNCTION OF A DRIVEWAY WEST TO A RANCH,
 MO0386'AT THE CROSSING OF A TELEPHONE LINE, 113 FEET NORTHEAST OF A
 MO0386'TELEPHONE POLE, 49 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 MO0386'3.8 FEET NORTH OF A FENCE, 1.7 FEET NORTHWEST OF A FENCE, 2.0
 MO0386'FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 MO0386'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MO0386'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0424 ***********************************************************************
 MO0424  DESIGNATION -  S 167
 MO0424  PID         -  MO0424
 MO0424  STATE/COUNTY-  WY/PLATTE
 MO0424  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0424
 MO0424                         *CURRENT SURVEY CONTROL
 MO0424  ___________________________________________________________________
 MO0424* NAD 83(1986)-  41 42 02.     (N)    105 15 39.     (W)     SCALED    
 MO0424* NAVD 88     -      2180.313  (meters)    7153.24   (feet)  ADJUSTED  
 MO0424  ___________________________________________________________________
 MO0424  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 MO0424  DYNAMIC HT  -        2178.610 (meters)    7147.66  (feet)  COMP
 MO0424  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 MO0424
 MO0424  VERT ORDER  -  SECOND    CLASS 0
 MO0424
 MO0424.The horizontal coordinates were scaled from a topographic map and have
 MO0424.an estimated accuracy of +/- 6 seconds.
 MO0424
 MO0424.The orthometric height was determined by differential leveling
 MO0424.and adjusted by the National Geodetic Survey in June 1991..
 MO0424
 MO0424.The geoid height was determined by GEOID03.
 MO0424
 MO0424.The dynamic height is computed by dividing the NAVD 88
 MO0424.geopotential number by the normal gravity value computed on the
 MO0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0424.degrees latitude (g = 980.6199 gals.).
 MO0424
 MO0424.The modeled gravity was interpolated from observed gravity values.
 MO0424
 MO0424;                    North         East    Units  Estimated Accuracy
 MO0424;SPC WY E     -   133,330.      192,160.      MT  (+/- 180 meters Scaled)
 MO0424
 MO0424                          SUPERSEDED SURVEY CONTROL
 MO0424
 MO0424  NGVD 29 (??/??/92) 2179.383  (m)         7150.19   (f) ADJ UNCH    2 0
 MO0424
 MO0424.Superseded values are not recommended for survey control.
 MO0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0424.See file dsdata.txt to determine how the superseded data were derived.
 MO0424
 MO0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG782165(NAD 83)
 MO0424_MARKER: DB = BENCH MARK DISK
 MO0424_SETTING: 66 = SET IN ROCK OUTCROP
 MO0424_SP_SET: OUTCROP
 MO0424_STAMPING: S 167 1966
 MO0424_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0424+STABILITY: POSITION/ELEVATION WELL
 MO0424
 MO0424  HISTORY     - Date     Condition        Report By
 MO0424  HISTORY     - 1966     MONUMENTED       CGS
 MO0424
 MO0424                          STATION DESCRIPTION
 MO0424
 MO0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0424'12.2 MI NW FROM FARTHING.
 MO0424'1.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0424'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 10.4 MILES
 MO0424'NORTHWEST ALONG A PRIVATE ROAD, IN THE TOP OF AN OUTCROP
 MO0424'PROJECTING ABOUT 1 FOOT, 23 1/2 FEET EAST OF THE CENTER LINE OF
 MO0424'THE ROAD, 99 FEET SOUTHWEST OF THE CENTER OF A DRY WASH, 7.5 FEET
 MO0424'WEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0205 ***********************************************************************
 MR0205  DESIGNATION -  S 168
 MR0205  PID         -  MR0205
 MR0205  STATE/COUNTY-  WY/LINCOLN
 MR0205  USGS QUAD   -  FOSSIL (1985)
 MR0205
 MR0205                         *CURRENT SURVEY CONTROL
 MR0205  ___________________________________________________________________
 MR0205* NAD 83(1986)-  41 49 18.     (N)    110 43 58.     (W)     SCALED    
 MR0205* NAVD 88     -      2030.078  (meters)    6660.35   (feet)  ADJUSTED  
 MR0205  ___________________________________________________________________
 MR0205  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 MR0205  DYNAMIC HT  -        2028.342 (meters)    6654.65  (feet)  COMP
 MR0205  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 MR0205
 MR0205  VERT ORDER  -  SECOND    CLASS 0
 MR0205
 MR0205.The horizontal coordinates were scaled from a topographic map and have
 MR0205.an estimated accuracy of +/- 6 seconds.
 MR0205
 MR0205.The orthometric height was determined by differential leveling
 MR0205.and adjusted by the National Geodetic Survey in June 1991..
 MR0205
 MR0205.The geoid height was determined by GEOID03.
 MR0205
 MR0205.The dynamic height is computed by dividing the NAVD 88
 MR0205.geopotential number by the normal gravity value computed on the
 MR0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0205.degrees latitude (g = 980.6199 gals.).
 MR0205
 MR0205.The modeled gravity was interpolated from observed gravity values.
 MR0205
 MR0205;                    North         East    Units  Estimated Accuracy
 MR0205;SPC WY W     -   246,980.      746,050.      MT  (+/- 180 meters Scaled)
 MR0205
 MR0205                          SUPERSEDED SURVEY CONTROL
 MR0205
 MR0205  NGVD 29 (??/??/92) 2028.698  (m)         6655.82   (f) ADJ UNCH    2 0
 MR0205
 MR0205.Superseded values are not recommended for survey control.
 MR0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0205.See file dsdata.txt to determine how the superseded data were derived.
 MR0205
 MR0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM221300(NAD 83)
 MR0205_MARKER: DB = BENCH MARK DISK
 MR0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0205_SP_SET: ABUTMENT
 MR0205_STAMPING: S 168 1966
 MR0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0205
 MR0205  HISTORY     - Date     Condition        Report By
 MR0205  HISTORY     - 1966     MONUMENTED       CGS
 MR0205
 MR0205                          STATION DESCRIPTION
 MR0205
 MR0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0205'10.75 MI W FROM KEMMERER.
 MR0205'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0205'KEMMERER, THENCE 5.55 MILES WEST ALONG U. S. HIGHWAY 30N, SET
 MR0205'VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHEAST CONCRETE ABUTMENT OF
 MR0205'UNION PACIFIC RAILROAD OVERPASS 50.58, 10.7 MILES WEST ALONG THE UNION
 MR0205'PACIFIC RAILROAD FROM THE STATION AT KEMMERER, 0.6 FOOT NORTHWEST OF
 MR0205'THE SOUTHEAST END OF THE ABUTMENT, 0.6 FOOT NORTHWEST OF THE NORTHWEST
 MR0205'END OF A WING WALL, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 MR0205'HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0237 ***********************************************************************
 MQ0237  DESIGNATION -  S 17
 MQ0237  PID         -  MQ0237
 MQ0237  STATE/COUNTY-  WY/SWEETWATER
 MQ0237  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0237
 MQ0237                         *CURRENT SURVEY CONTROL
 MQ0237  ___________________________________________________________________
 MQ0237* NAD 83(1986)-  41 23 52.     (N)    109 34 55.     (W)     SCALED    
 MQ0237* NAVD 88     -      1932.172  (meters)    6339.13   (feet)  ADJUSTED  
 MQ0237  ___________________________________________________________________
 MQ0237  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 MQ0237  DYNAMIC HT  -        1930.479 (meters)    6333.58  (feet)  COMP
 MQ0237  MODELED GRAV-     979,678.9   (mgal)                       NAVD 88
 MQ0237
 MQ0237  VERT ORDER  -  FIRST     CLASS II
 MQ0237
 MQ0237.The horizontal coordinates were scaled from a topographic map and have
 MQ0237.an estimated accuracy of +/- 6 seconds.
 MQ0237
 MQ0237.The orthometric height was determined by differential leveling
 MQ0237.and adjusted by the National Geodetic Survey in June 1991..
 MQ0237
 MQ0237.The geoid height was determined by GEOID03.
 MQ0237
 MQ0237.The dynamic height is computed by dividing the NAVD 88
 MQ0237.geopotential number by the normal gravity value computed on the
 MQ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0237.degrees latitude (g = 980.6199 gals.).
 MQ0237
 MQ0237.The modeled gravity was interpolated from observed gravity values.
 MQ0237
 MQ0237;                    North         East    Units  Estimated Accuracy
 MQ0237;SPC WYWC     -   100,030.      530,430.      MT  (+/- 180 meters Scaled)
 MQ0237
 MQ0237                          SUPERSEDED SURVEY CONTROL
 MQ0237
 MQ0237  NGVD 29 (??/??/92) 1930.873  (m)         6334.87   (f) ADJ UNCH    1 2
 MQ0237
 MQ0237.Superseded values are not recommended for survey control.
 MQ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0237.See file dsdata.txt to determine how the superseded data were derived.
 MQ0237
 MQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL185838(NAD 83)
 MQ0237_MARKER: DB = BENCH MARK DISK
 MQ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0237_STAMPING: 6334.872 S 17 1933
 MQ0237_MARK LOGO: CGS   
 MQ0237_PROJECTION: PROJECTING 10 CENTIMETERS
 MQ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0237+STABILITY: SURFACE MOTION
 MQ0237
 MQ0237  HISTORY     - Date     Condition        Report By
 MQ0237  HISTORY     - 1933     MONUMENTED       CGS
 MQ0237  HISTORY     - 1984     GOOD             NGS
 MQ0237
 MQ0237                          STATION DESCRIPTION
 MQ0237
 MQ0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0237'12.7 MI S FROM GREEN RIVER.
 MQ0237'ABOUT 12.7 MILES SOUTH ALONG THE LINWOOD-GREEN RIVER HIGHWAY FROM
 MQ0237'GREEN RIVER, SWEETWATER COUNTY, ABOUT 2.0 MILES NORTHEAST OF THE
 MQ0237'BLACKS FORK BRIDGE, AT THE NORTHEAST END OF A TANGENT, AT THE INSIDE
 MQ0237'OF A CURVE, AND 55 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY. A
 MQ0237'STANDARD DISK, STAMPED 6334.872 S 17 1933 AND SET IN THE TOP OF A
 MQ0237'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 MQ0237
 MQ0237                          STATION RECOVERY (1984)
 MQ0237
 MQ0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0237'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.2 KM
 MQ0237'(11.95 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS JUNCTION
 MQ0237'WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80 IN GREEN
 MQ0237'RIVER, 3.1 KM (1.95 MI) NORTHEAST OF THE NORTHEAST END OF THE BLACKS
 MQ0237'FORKS RIVER BRIDGE, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 13, 122.2 M
 MQ0237'(401.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 16.9 M
 MQ0237'(55.4 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING WEST.
 MQ0237'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 MQ0237'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0047 ***********************************************************************
 OV0047  DESIGNATION -  S 18
 OV0047  PID         -  OV0047
 OV0047  STATE/COUNTY-  WY/NATRONA
 OV0047  USGS QUAD   -  BURLINGTON LAKE (1968)
 OV0047
 OV0047                         *CURRENT SURVEY CONTROL
 OV0047  ___________________________________________________________________
 OV0047* NAD 83(1986)-  43 02 01.     (N)    106 42 04.     (W)     SCALED    
 OV0047* NAVD 88     -      1678.486  (meters)    5506.83   (feet)  POSTED    
 OV0047  ___________________________________________________________________
 OV0047  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OV0047  DYNAMIC HT  -        1677.420 (meters)    5503.34  (feet)  COMP
 OV0047  MODELED GRAV-     979,928.1   (mgal)                       NAVD 88
 OV0047
 OV0047  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0047
 OV0047.The horizontal coordinates were scaled from a topographic map and have
 OV0047.an estimated accuracy of +/- 6 seconds.
 OV0047
 OV0047.The orthometric height was determined by differential leveling
 OV0047.and adjusted by the National Geodetic Survey in 1992..
 OV0047.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0047.rate of 0.0 thru 1.0 mm/km.
 OV0047
 OV0047.The geoid height was determined by GEOID03.
 OV0047
 OV0047.The dynamic height is computed by dividing the NAVD 88
 OV0047.geopotential number by the normal gravity value computed on the
 OV0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0047.degrees latitude (g = 980.6199 gals.).
 OV0047
 OV0047.The modeled gravity was interpolated from observed gravity values.
 OV0047
 OV0047;                    North         East    Units  Estimated Accuracy
 OV0047;SPC WYEC     -   381,580.      451,520.      MT  (+/- 180 meters Scaled)
 OV0047
 OV0047                          SUPERSEDED SURVEY CONTROL
 OV0047
 OV0047  NGVD 29 (??/??/92) 1677.482  (m)         5503.54   (f) ADJ UNCH    1 2
 OV0047
 OV0047.Superseded values are not recommended for survey control.
 OV0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0047.See file dsdata.txt to determine how the superseded data were derived.
 OV0047
 OV0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH614659(NAD 83)
 OV0047_MARKER: DB = BENCH MARK DISK
 OV0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0047_STAMPING: S 18 1934
 OV0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0047+STABILITY: SURFACE MOTION
 OV0047
 OV0047  HISTORY     - Date     Condition        Report By
 OV0047  HISTORY     - 1934     MONUMENTED       CGS
 OV0047
 OV0047                          STATION DESCRIPTION
 OV0047
 OV0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0047'13.6 MI E FROM POWDER RIVER.
 OV0047'ABOUT 13.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OV0047'RAILROAD FROM THE STATION AT POWDER RIVER, NATRONA COUNTY, ABOUT 4.0
 OV0047'MILES WEST OF THE STATION AT BUCKNUM, ABOUT 223 FEET SOUTHEAST OF
 OV0047'CHICAGO, BURLINGTON AND QUINCY RAILROAD MILEPOST 228, 143.0 FEET SOUTH
 OV0047'OF THE SOUTH RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 53.0
 OV0047'FEET NORTH OF THE NORTH RAIL OF THE CHICAGO AND NORTH WESTERN RAILWAY,
 OV0047'5.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 5.0 FEET LOWER
 OV0047'THAN THE TRACK.  A STANDARD DISK, STAMPED S 18 1934 AND SET IN THE TOP
 OV0047'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0081 ***********************************************************************
 NS0081  DESIGNATION -  S 19
 NS0081  PID         -  NS0081
 NS0081  STATE/COUNTY-  WY/SWEETWATER
 NS0081  USGS QUAD   -  EDEN RESERVOIR WEST (1980)
 NS0081
 NS0081                         *CURRENT SURVEY CONTROL
 NS0081  ___________________________________________________________________
 NS0081* NAD 83(1986)-  42 07 59.     (N)    109 25 53.     (W)     SCALED    
 NS0081* NAVD 88     -      2016.821  (meters)    6616.85   (feet)  ADJUSTED  
 NS0081  ___________________________________________________________________
 NS0081  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NS0081  DYNAMIC HT  -        2015.136 (meters)    6611.33  (feet)  COMP
 NS0081  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 NS0081
 NS0081  VERT ORDER  -  FIRST     CLASS II
 NS0081
 NS0081.The horizontal coordinates were scaled from a topographic map and have
 NS0081.an estimated accuracy of +/- 6 seconds.
 NS0081
 NS0081.The orthometric height was determined by differential leveling
 NS0081.and adjusted by the National Geodetic Survey in June 1991..
 NS0081
 NS0081.The geoid height was determined by GEOID03.
 NS0081
 NS0081.The dynamic height is computed by dividing the NAVD 88
 NS0081.geopotential number by the normal gravity value computed on the
 NS0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0081.degrees latitude (g = 980.6199 gals.).
 NS0081
 NS0081.The modeled gravity was interpolated from observed gravity values.
 NS0081
 NS0081;                    North         East    Units  Estimated Accuracy
 NS0081;SPC WYWC     -   181,580.      543,670.      MT  (+/- 180 meters Scaled)
 NS0081
 NS0081                          SUPERSEDED SURVEY CONTROL
 NS0081
 NS0081  NGVD 29 (??/??/92) 2015.550  (m)         6612.68   (f) ADJ UNCH    1 2
 NS0081
 NS0081.Superseded values are not recommended for survey control.
 NS0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0081.See file dsdata.txt to determine how the superseded data were derived.
 NS0081
 NS0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM296657(NAD 83)
 NS0081_MARKER: DB = BENCH MARK DISK
 NS0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0081_STAMPING: 5612.385 S 19 1933
 NS0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0081+STABILITY: SURFACE MOTION
 NS0081
 NS0081  HISTORY     - Date     Condition        Report By
 NS0081  HISTORY     - 1933     MONUMENTED       CGS
 NS0081  HISTORY     - 1968     GOOD             USGS
 NS0081
 NS0081                          STATION DESCRIPTION
 NS0081
 NS0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0081'2.2 MI NE FROM FARSON.
 NS0081'2.2 MILES NORTHEAST ALONG THE ROAD TO SOUTH PASS CITY FROM FARSON,
 NS0081'SWEETWATER COUNTY, 0.7 MILE NORTHEAST OF A BRIDGE, NEAR A ROAD
 NS0081'INTERSECTION, 215 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD,
 NS0081'AND 27 FEET NORTHEAST OF THE CENTER LINE OF THE SIDE ROAD. A STANDARD
 NS0081'DISK, STAMPED 6612.385 S 19 1933 AND SET IN THE TOP OF A CONCRETE POST
 NS0081'PROJECTING 3 INCHES ABOVE GROUND.
 NS0081
 NS0081                          STATION RECOVERY (1968)
 NS0081
 NS0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NS0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0262 ***********************************************************************
 MP0262  DESIGNATION -  S 2
 MP0262  PID         -  MP0262
 MP0262  STATE/COUNTY-  WY/CARBON
 MP0262  USGS QUAD   -  RAWLINS PEAK (1983)
 MP0262
 MP0262                         *CURRENT SURVEY CONTROL
 MP0262  ___________________________________________________________________
 MP0262* NAD 83(1986)-  41 46 30.     (N)    107 22 16.     (W)     SCALED    
 MP0262* NAVD 88     -      2111.835  (meters)    6928.58   (feet)  POSTED    
 MP0262  ___________________________________________________________________
 MP0262  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 MP0262  DYNAMIC HT  -        2109.990 (meters)    6922.53  (feet)  COMP
 MP0262  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 MP0262
 MP0262  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MP0262
 MP0262.The horizontal coordinates were scaled from a topographic map and have
 MP0262.an estimated accuracy of +/- 6 seconds.
 MP0262
 MP0262.The orthometric height was determined by differential leveling
 MP0262.and adjusted by the National Geodetic Survey in 1992..
 MP0262.No vertical observational check was made to the station.
 MP0262.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MP0262.was located on a no-check spur therefore a value was not computed.
 MP0262
 MP0262.The geoid height was determined by GEOID03.
 MP0262
 MP0262.The dynamic height is computed by dividing the NAVD 88
 MP0262.geopotential number by the normal gravity value computed on the
 MP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0262.degrees latitude (g = 980.6199 gals.).
 MP0262
 MP0262.The modeled gravity was interpolated from observed gravity values.
 MP0262
 MP0262;                    North         East    Units  Estimated Accuracy
 MP0262;SPC WYEC     -   241,590.      396,860.      MT  (+/- 180 meters Scaled)
 MP0262
 MP0262                          SUPERSEDED SURVEY CONTROL
 MP0262
 MP0262  NGVD 29 (??/??/92) 2110.625  (m)         6924.61   (f) ADJ UNCH    1 2
 MP0262
 MP0262.Superseded values are not recommended for survey control.
 MP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0262.See file dsdata.txt to determine how the superseded data were derived.
 MP0262
 MP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG029275(NAD 83)
 MP0262_MARKER: Q = CHISELED SQUARE
 MP0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0262_SP_SET: LIMESTONE POST
 MP0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0262
 MP0262  HISTORY     - Date     Condition        Report By
 MP0262  HISTORY     - UNK      MONUMENTED       CGS
 MP0262  HISTORY     - 1956     MARK NOT FOUND   NGS
 MP0262
 MP0262                          STATION DESCRIPTION
 MP0262
 MP0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0262'8.0 MI W FROM RAWLINS.
 MP0262'ABOUT 8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM RAWLINS,
 MP0262'CARBON COUNTY, AT HADSELL, 7 RAILS EAST OF MAINTENANCE CAR HOUSE.  12
 MP0262'RAILS WEST OF A SIGNAL BLOCK, AND 43 FEET SOUTH OF THE TRACK.  THE
 MP0262'BOTTOM OF A CHISELED SQUARE, CUT IN THE TOP OF A LIMESTONE POST
 MP0262'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  NOTE-- THE CAR HOUSE AND
 MP0262'SIGNAL REFERRED TO IN THE OLD DESCRIPTION HAVE BEEN REMOVED.  THE MARK
 MP0262'IS PROBABLY COVERED WITH CINDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0042 ***********************************************************************
 NS0042  DESIGNATION -  S 20
 NS0042  PID         -  NS0042
 NS0042  STATE/COUNTY-  WY/FREMONT
 NS0042  USGS QUAD   -  MINERS DELIGHT (1991)
 NS0042
 NS0042                         *CURRENT SURVEY CONTROL
 NS0042  ___________________________________________________________________
 NS0042* NAD 83(1986)-  42 34 04.     (N)    108 41 48.     (W)     SCALED    
 NS0042* NAVD 88     -      2449.408  (meters)    8036.10   (feet)  ADJUSTED  
 NS0042  ___________________________________________________________________
 NS0042  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 NS0042  DYNAMIC HT  -        2447.493 (meters)    8029.82  (feet)  COMP
 NS0042  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 NS0042
 NS0042  VERT ORDER  -  FIRST     CLASS II
 NS0042
 NS0042.The horizontal coordinates were scaled from a topographic map and have
 NS0042.an estimated accuracy of +/- 6 seconds.
 NS0042
 NS0042.The orthometric height was determined by differential leveling
 NS0042.and adjusted by the National Geodetic Survey in June 1991..
 NS0042
 NS0042.The geoid height was determined by GEOID03.
 NS0042
 NS0042.The dynamic height is computed by dividing the NAVD 88
 NS0042.geopotential number by the normal gravity value computed on the
 NS0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0042.degrees latitude (g = 980.6199 gals.).
 NS0042
 NS0042.The modeled gravity was interpolated from observed gravity values.
 NS0042
 NS0042;                    North         East    Units  Estimated Accuracy
 NS0042;SPC WYWC     -   229,640.      604,380.      MT  (+/- 180 meters Scaled)
 NS0042
 NS0042                          SUPERSEDED SURVEY CONTROL
 NS0042
 NS0042  NGVD 29 (??/??/92) 2448.248  (m)         8032.29   (f) ADJ UNCH    1 2
 NS0042
 NS0042.Superseded values are not recommended for survey control.
 NS0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0042.See file dsdata.txt to determine how the superseded data were derived.
 NS0042
 NS0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN890153(NAD 83)
 NS0042_MARKER: DB = BENCH MARK DISK
 NS0042_SETTING: 66 = SET IN ROCK OUTCROP
 NS0042_SP_SET: ROCK OUTCROP
 NS0042_STAMPING: 8031.874 S 20 1933
 NS0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0042+STABILITY: POSITION/ELEVATION WELL
 NS0042
 NS0042  HISTORY     - Date     Condition        Report By
 NS0042  HISTORY     - 1933     MONUMENTED       CGS
 NS0042
 NS0042                          STATION DESCRIPTION
 NS0042
 NS0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0042'6.0 MI NE FROM ATLANTIC CITY.
 NS0042'6.0 MILES NORTHEAST ALONG A ROAD FROM ATLANTIC CITY, FREMONT COUNTY,
 NS0042'AT THE TOP OF A KNOLL, 250 FEET NORTH OF THE SOUTH CROSSING OF TWIN
 NS0042'CREEK, 150 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND IN THE
 NS0042'TOP OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED 8031.874 S 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0053 ***********************************************************************
 OW0053  DESIGNATION -  S 21
 OW0053  PID         -  OW0053
 OW0053  STATE/COUNTY-  WY/FREMONT
 OW0053  USGS QUAD   -  RIVERTON EAST (1978)
 OW0053
 OW0053                         *CURRENT SURVEY CONTROL
 OW0053  ___________________________________________________________________
 OW0053* NAD 83(1986)-  43 02 45.     (N)    108 22 06.     (W)     SCALED    
 OW0053* NAVD 88     -      1503.914  (meters)    4934.09   (feet)  ADJUSTED  
 OW0053  ___________________________________________________________________
 OW0053  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 OW0053  DYNAMIC HT  -        1502.927 (meters)    4930.85  (feet)  COMP
 OW0053  MODELED GRAV-     979,912.5   (mgal)                       NAVD 88
 OW0053
 OW0053  VERT ORDER  -  FIRST     CLASS II
 OW0053
 OW0053.The horizontal coordinates were scaled from a topographic map and have
 OW0053.an estimated accuracy of +/- 6 seconds.
 OW0053
 OW0053.The orthometric height was determined by differential leveling
 OW0053.and adjusted by the National Geodetic Survey in June 1991..
 OW0053
 OW0053.The geoid height was determined by GEOID03.
 OW0053
 OW0053.The dynamic height is computed by dividing the NAVD 88
 OW0053.geopotential number by the normal gravity value computed on the
 OW0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0053.degrees latitude (g = 980.6199 gals.).
 OW0053
 OW0053.The modeled gravity was interpolated from observed gravity values.
 OW0053
 OW0053;                    North         East    Units  Estimated Accuracy
 OW0053;SPC WYWC     -   282,820.      631,100.      MT  (+/- 180 meters Scaled)
 OW0053
 OW0053                          SUPERSEDED SURVEY CONTROL
 OW0053
 OW0053  NGVD 29 (??/??/92) 1502.926  (m)         4930.85   (f) ADJ UNCH    1 2
 OW0053
 OW0053.Superseded values are not recommended for survey control.
 OW0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0053.See file dsdata.txt to determine how the superseded data were derived.
 OW0053
 OW0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN143692(NAD 83)
 OW0053_MARKER: DB = BENCH MARK DISK
 OW0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0053_SP_SET: CONCRETE PIT
 OW0053_STAMPING: 4930.321 S 21 1933
 OW0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0053
 OW0053  HISTORY     - Date     Condition        Report By
 OW0053  HISTORY     - 1933     MONUMENTED       CGS
 OW0053
 OW0053                          STATION DESCRIPTION
 OW0053
 OW0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0053'1.9 MI NE FROM RIVERTON.
 OW0053'1.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OW0053'RIVERTON, FREMONT COUNTY, AT AN ABANDONED OIL REFINERY, 136 FEET
 OW0053'SOUTHEAST OF THE CENTER LINE OF THE TRACK, 43 FEET NORTH OF A
 OW0053'BOILERHOUSE, AND IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE PIT.
 OW0053'A STANDARD DISK, STAMPED 4930.321 S 21 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0019 ***********************************************************************
 OW0019  DESIGNATION -  S 23
 OW0019  PID         -  OW0019
 OW0019  STATE/COUNTY-  WY/WASHAKIE
 OW0019  USGS QUAD   -  NEIBER (1985)
 OW0019
 OW0019                         *CURRENT SURVEY CONTROL
 OW0019  ___________________________________________________________________
 OW0019* NAD 83(1986)-  43 56 40.     (N)    108 01 38.     (W)     SCALED    
 OW0019* NAVD 88     -      1257.508  (meters)    4125.67   (feet)  ADJUSTED  
 OW0019  ___________________________________________________________________
 OW0019  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 OW0019  DYNAMIC HT  -        1256.907 (meters)    4123.70  (feet)  COMP
 OW0019  MODELED GRAV-     980,097.8   (mgal)                       NAVD 88
 OW0019
 OW0019  VERT ORDER  -  FIRST     CLASS II
 OW0019
 OW0019.The horizontal coordinates were scaled from a topographic map and have
 OW0019.an estimated accuracy of +/- 6 seconds.
 OW0019
 OW0019.The orthometric height was determined by differential leveling
 OW0019.and adjusted by the National Geodetic Survey in June 1991..
 OW0019
 OW0019.The geoid height was determined by GEOID03.
 OW0019
 OW0019.The dynamic height is computed by dividing the NAVD 88
 OW0019.geopotential number by the normal gravity value computed on the
 OW0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0019.degrees latitude (g = 980.6199 gals.).
 OW0019
 OW0019.The modeled gravity was interpolated from observed gravity values.
 OW0019
 OW0019;                    North         East    Units  Estimated Accuracy
 OW0019;SPC WYEC     -   482,810.      344,300.      MT  (+/- 180 meters Scaled)
 OW0019
 OW0019                          SUPERSEDED SURVEY CONTROL
 OW0019
 OW0019  NGVD 29 (06/08/92) 1256.711  (m)         4123.06   (f) ADJUSTED    1 2
 OW0019
 OW0019.Superseded values are not recommended for survey control.
 OW0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0019.See file dsdata.txt to determine how the superseded data were derived.
 OW0019
 OW0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP385699(NAD 83)
 OW0019_MARKER: DB = BENCH MARK DISK
 OW0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OW0019_SP_SET: BRIDGE ABUTMENT
 OW0019_STAMPING: 4122.482 S 23 1933
 OW0019_MARK LOGO: CGS   
 OW0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0019
 OW0019  HISTORY     - Date     Condition        Report By
 OW0019  HISTORY     - 1933     MONUMENTED       CGS
 OW0019  HISTORY     - 1979     GOOD             USGS
 OW0019  HISTORY     - 1982     GOOD             NGS
 OW0019
 OW0019                          STATION DESCRIPTION
 OW0019
 OW0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0019'2.6 MI NE FROM NEIBER.
 OW0019'2.6 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OW0019'FROM NEIBER, WASHAKIE COUNTY, AT MILEAGE 362.42, AT A CONCRETE BRIDGE,
 OW0019'AND IN THE TOP OF THE WEST SIDE OF THE NORTH ABUTMENT.  A STANDARD
 OW0019'DISK, STAMPED 4122.482 S 23 1933.
 OW0019
 OW0019                          STATION RECOVERY (1979)
 OW0019
 OW0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0019'6.9 MILES SW ALONG U.S. HWY. 20 FROM THE COURTHOUSE AT WORLAND,
 OW0019'WASHAKIE COUNTY, TO THE BRIDGE OVER MCGARVIN CREEK, 0.05 MILE SW OF
 OW0019'HIGHWAY ON THE BURLINGTON NORTHERN RAILROAD BRIDGE NO. 362.42, SET IN
 OW0019'THE BRIDGE ABUTMENT, 28 FEET NE AND 10 FEET NW OF BRIDGE AT DRAIN AND
 OW0019'3.2 FEET LOWER THAN BRIDGE. A STANDARD DISK STAMPED 4122.482 S 23
 OW0019'1933.
 OW0019
 OW0019                          STATION RECOVERY (1982)
 OW0019
 OW0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0019'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  10.6 KM (6.6
 OW0019'MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH U. S.
 OW0019'HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, IN THE NORTHWEST END OF
 OW0019'THE NORTHEAST CONCRETE ABUTMENT OF BURLINGTON NORTHERN RAILROAD BRIDGE
 OW0019'NUMBER 362.42, 45.4 METERS (148.9 FT) SOUTHEAST OF THE CENTERLINE OF
 OW0019'THE HIGHWAY AND 2.3 METERS (7.5 FT) NORTHWEST OF THE NEAR RAIL.
 OW0019'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0123 ***********************************************************************
 PX0123  DESIGNATION -  S 25
 PX0123  PID         -  PX0123
 PX0123  STATE/COUNTY-  WY/PARK
 PX0123  USGS QUAD   -  DEAVER RESERVOIR (1966)
 PX0123
 PX0123                         *CURRENT SURVEY CONTROL
 PX0123  ___________________________________________________________________
 PX0123* NAD 83(1986)-  44 56 25.     (N)    108 37 56.     (W)     SCALED    
 PX0123* NAVD 88     -      1284.786  (meters)    4215.17   (feet)  ADJUSTED  
 PX0123  ___________________________________________________________________
 PX0123  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 PX0123  DYNAMIC HT  -        1284.283 (meters)    4213.52  (feet)  COMP
 PX0123  MODELED GRAV-     980,181.4   (mgal)                       NAVD 88
 PX0123
 PX0123  VERT ORDER  -  SECOND    CLASS 0
 PX0123
 PX0123.The horizontal coordinates were scaled from a topographic map and have
 PX0123.an estimated accuracy of +/- 6 seconds.
 PX0123
 PX0123.The orthometric height was determined by differential leveling
 PX0123.and adjusted by the National Geodetic Survey in June 1991..
 PX0123
 PX0123.The geoid height was determined by GEOID03.
 PX0123
 PX0123.The dynamic height is computed by dividing the NAVD 88
 PX0123.geopotential number by the normal gravity value computed on the
 PX0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0123.degrees latitude (g = 980.6199 gals.).
 PX0123
 PX0123.The modeled gravity was interpolated from observed gravity values.
 PX0123
 PX0123;                    North         East    Units  Estimated Accuracy
 PX0123;SPC WYWC     -   493,240.      609,300.      MT  (+/- 180 meters Scaled)
 PX0123
 PX0123                          SUPERSEDED SURVEY CONTROL
 PX0123
 PX0123  NGVD 29 (??/??/92) 1283.839  (m)         4212.06   (f) ADJ UNCH    2 0
 PX0123
 PX0123.Superseded values are not recommended for survey control.
 PX0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0123.See file dsdata.txt to determine how the superseded data were derived.
 PX0123
 PX0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ868790(NAD 83)
 PX0123_MARKER: DD = SURVEY DISK
 PX0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0123_SP_SET: IRRIGATION SPILLWAY
 PX0123_STAMPING: S 25 1933
 PX0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0123
 PX0123  HISTORY     - Date     Condition        Report By
 PX0123  HISTORY     - 1933     MONUMENTED       BOR
 PX0123
 PX0123                          STATION DESCRIPTION
 PX0123
 PX0123'DESCRIBED BY US BUREAU OF RECLAMATION 1933
 PX0123'2.2 MI S FROM FRANNIE.
 PX0123'ABOUT 2.2 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0123'RAILROAD FROM FRANNIE, PARK COUNTY, AT MILEAGE 456.80, ABOUT 0.1 MILE
 PX0123'NORTH OF BRIDGE 456.69, ABOUT 1,200 FEET SOUTHWEST OF THE TRACK, AT A
 PX0123'FORMER IRRIGATION SPILLWAY, AND IN THE TOP OF THE NORTHWEST CORNER OF
 PX0123'THE SOUTH HEAD WALL.  A UNITED STATES BUREAU OF RECLAMATION STANDARD
 PX0123'DISK, STAMPED S 25 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0140 ***********************************************************************
 OV0140  DESIGNATION -  S 26
 OV0140  PID         -  OV0140
 OV0140  STATE/COUNTY-  WY/NATRONA
 OV0140  USGS QUAD   -  ARMINTO NW (1952)
 OV0140
 OV0140                         *CURRENT SURVEY CONTROL
 OV0140  ___________________________________________________________________
 OV0140* NAD 83(1986)-  43 12 12.     (N)    107 29 09.     (W)     SCALED    
 OV0140* NAVD 88     -      1719.945  (meters)    5642.85   (feet)  POSTED    
 OV0140  ___________________________________________________________________
 OV0140  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 OV0140  DYNAMIC HT  -        1718.780 (meters)    5639.03  (feet)  COMP
 OV0140  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 OV0140
 OV0140  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0140
 OV0140.The horizontal coordinates were scaled from a topographic map and have
 OV0140.an estimated accuracy of +/- 6 seconds.
 OV0140
 OV0140.The orthometric height was determined by differential leveling
 OV0140.and adjusted by the National Geodetic Survey in 1992..
 OV0140.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0140.rate of 1.1 thru 2.0 mm/km.
 OV0140
 OV0140.The geoid height was determined by GEOID03.
 OV0140
 OV0140.The dynamic height is computed by dividing the NAVD 88
 OV0140.geopotential number by the normal gravity value computed on the
 OV0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0140.degrees latitude (g = 980.6199 gals.).
 OV0140
 OV0140.The modeled gravity was interpolated from observed gravity values.
 OV0140
 OV0140;                    North         East    Units  Estimated Accuracy
 OV0140;SPC WYEC     -   400,250.      387,610.      MT  (+/- 180 meters Scaled)
 OV0140
 OV0140                          SUPERSEDED SURVEY CONTROL
 OV0140
 OV0140  NGVD 29 (??/??/92) 1718.837  (m)         5639.22   (f) ADJ UNCH    1 2
 OV0140
 OV0140.Superseded values are not recommended for survey control.
 OV0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0140.See file dsdata.txt to determine how the superseded data were derived.
 OV0140
 OV0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH980863(NAD 83)
 OV0140_MARKER: DB = BENCH MARK DISK
 OV0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0140_SP_SET: ABUTMENT
 OV0140_STAMPING: S 26 1934
 OV0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0140
 OV0140  HISTORY     - Date     Condition        Report By
 OV0140  HISTORY     - 1934     MONUMENTED       CGS
 OV0140
 OV0140                          STATION DESCRIPTION
 OV0140
 OV0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0140'1.5 MI E FROM MADDEN.
 OV0140'IN NATRONA COUNTY, ABOUT 1.5 MILES EAST ALONG THE CHICAGO, BURLINGTON
 OV0140'AND QUINCY RAILROAD FROM THE STATION AT MADDEN, FREMONT COUNTY, ABOUT
 OV0140'0.3 MILE WEST OF MILEPOST 272, AT BRIDGE 272.27, IN THE TOP OF THE
 OV0140'SOUTH END OF THE EAST ABUTMENT, 6.0 FEET SOUTH OF THE SOUTH RAIL, AND
 OV0140'ABOUT 2.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED S 26
 OV0140'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0194 ***********************************************************************
 PX0194  DESIGNATION -  S 26
 PX0194  PID         -  PX0194
 PX0194  STATE/COUNTY-  WY/PARK
 PX0194  USGS QUAD   -  CASTLE ROCK CREEK (1987)
 PX0194
 PX0194                         *CURRENT SURVEY CONTROL
 PX0194  ___________________________________________________________________
 PX0194* NAD 83(1986)-  44 28 56.     (N)    109 22 25.     (W)     SCALED    
 PX0194* NAVD 88     -      1679.281  (meters)    5509.44   (feet)  ADJUSTED  
 PX0194  ___________________________________________________________________
 PX0194  GEOID HEIGHT-          -9.46  (meters)                     GEOID03
 PX0194  DYNAMIC HT  -        1678.423 (meters)    5506.63  (feet)  COMP
 PX0194  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 PX0194
 PX0194  VERT ORDER  -  SECOND    CLASS 0
 PX0194
 PX0194.The horizontal coordinates were scaled from a topographic map and have
 PX0194.an estimated accuracy of +/- 6 seconds.
 PX0194
 PX0194.The orthometric height was determined by differential leveling
 PX0194.and adjusted by the National Geodetic Survey in June 1991..
 PX0194
 PX0194.The geoid height was determined by GEOID03.
 PX0194
 PX0194.The dynamic height is computed by dividing the NAVD 88
 PX0194.geopotential number by the normal gravity value computed on the
 PX0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0194.degrees latitude (g = 980.6199 gals.).
 PX0194
 PX0194.The modeled gravity was interpolated from observed gravity values.
 PX0194
 PX0194;                    North         East    Units  Estimated Accuracy
 PX0194;SPC WYWC     -   442,520.      550,390.      MT  (+/- 180 meters Scaled)
 PX0194
 PX0194                          SUPERSEDED SURVEY CONTROL
 PX0194
 PX0194  NGVD 29 (??/??/92) 1678.175  (m)         5505.81   (f) ADJ UNCH    2 0
 PX0194
 PX0194.Superseded values are not recommended for survey control.
 PX0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0194.See file dsdata.txt to determine how the superseded data were derived.
 PX0194
 PX0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ293267(NAD 83)
 PX0194_MARKER: DB = BENCH MARK DISK
 PX0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0194_STAMPING: 5505.448 S 26 1933
 PX0194_MARK LOGO: CGS   
 PX0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0194+STABILITY: SURFACE MOTION
 PX0194
 PX0194  HISTORY     - Date     Condition        Report By
 PX0194  HISTORY     - 1933     MONUMENTED       CGS
 PX0194  HISTORY     - 20000712 MARK NOT FOUND   CGS
 PX0194
 PX0194                          STATION DESCRIPTION
 PX0194
 PX0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0194'17.1 MI W FROM CODY.
 PX0194'ABOUT 17.1 MILES WEST ALONG U.S. HIGHWAY 20 FROM CODY, PARK COUNTY,
 PX0194'ABOUT 1.1 MILES WEST OF TROUT CREEK, 60 FEET SOUTHWEST OF THE ENTRANCE
 PX0194'TO MORRIS RANCH, AND 48 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PX0194'HIGHWAY.  A STANDARD DISK, STAMPED 5505.448 S 26 1933 AND SET IN THE
 PX0194'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 PX0194
 PX0194                          STATION RECOVERY (2000)
 PX0194
 PX0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0194'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0191 ***********************************************************************
 NR0191  DESIGNATION -  S 27
 NR0191  PID         -  NR0191
 NR0191  STATE/COUNTY-  WY/CARBON
 NR0191  USGS QUAD   -  SPLIT ROCK (1984)
 NR0191
 NR0191                         *CURRENT SURVEY CONTROL
 NR0191  ___________________________________________________________________
 NR0191* NAD 83(1986)-  42 25 55.     (N)    107 32 09.     (W)     SCALED    
 NR0191* NAVD 88     -      1940.478  (meters)    6366.38   (feet)  ADJUSTED  
 NR0191  ___________________________________________________________________
 NR0191  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 NR0191  DYNAMIC HT  -        1939.032 (meters)    6361.64  (feet)  COMP
 NR0191  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 NR0191
 NR0191  VERT ORDER  -  SECOND    CLASS 0
 NR0191
 NR0191.The horizontal coordinates were scaled from a topographic map and have
 NR0191.an estimated accuracy of +/- 6 seconds.
 NR0191
 NR0191.The orthometric height was determined by differential leveling
 NR0191.and adjusted by the National Geodetic Survey in June 1991..
 NR0191
 NR0191.The geoid height was determined by GEOID03.
 NR0191
 NR0191.The dynamic height is computed by dividing the NAVD 88
 NR0191.geopotential number by the normal gravity value computed on the
 NR0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0191.degrees latitude (g = 980.6199 gals.).
 NR0191
 NR0191.The modeled gravity was interpolated from observed gravity values.
 NR0191
 NR0191;                    North         East    Units  Estimated Accuracy
 NR0191;SPC WYEC     -   314,570.      383,340.      MT  (+/- 180 meters Scaled)
 NR0191
 NR0191                          SUPERSEDED SURVEY CONTROL
 NR0191
 NR0191  NGVD 29 (??/??/92) 1939.421  (m)         6362.92   (f) ADJ UNCH    2 0
 NR0191
 NR0191.Superseded values are not recommended for survey control.
 NR0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0191.See file dsdata.txt to determine how the superseded data were derived.
 NR0191
 NR0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH914008(NAD 83)
 NR0191_MARKER: DB = BENCH MARK DISK
 NR0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0191_STAMPING: S 27 1934
 NR0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0191+STABILITY: SURFACE MOTION
 NR0191
 NR0191  HISTORY     - Date     Condition        Report By
 NR0191  HISTORY     - 1934     MONUMENTED       CGS
 NR0191
 NR0191                          STATION DESCRIPTION
 NR0191
 NR0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0191'7.3 MI W FROM THREE FORKS.
 NR0191'IN FREMONT COUNTY, ABOUT 7.3 MILES WEST ALONG U.S. HIGHWAY 287 FROM
 NR0191'THREE FORKS, CARBON COUNTY, ABOUT 3.3 MILES SOUTHEAST OF SPLIT ROCK,
 NR0191'FREMONT COUNTY, AT THE SUMMIT OF A SMALL HILL, AND 43.5 FEET NORTHEAST
 NR0191'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 27 1934
 NR0191'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0015 ***********************************************************************
 NS0015  DESIGNATION -  S 28
 NS0015  PID         -  NS0015
 NS0015  STATE/COUNTY-  WY/FREMONT
 NS0015  USGS QUAD   -  SWEETWATER STATION (1953)
 NS0015
 NS0015                         *CURRENT SURVEY CONTROL
 NS0015  ___________________________________________________________________
 NS0015* NAD 83(1986)-  42 33 37.     (N)    108 14 55.     (W)     SCALED    
 NS0015* NAVD 88     -      2031.876  (meters)    6666.25   (feet)  ADJUSTED  
 NS0015  ___________________________________________________________________
 NS0015  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 NS0015  DYNAMIC HT  -        2030.378 (meters)    6661.33  (feet)  COMP
 NS0015  MODELED GRAV-     979,811.2   (mgal)                       NAVD 88
 NS0015
 NS0015  VERT ORDER  -  SECOND    CLASS 0
 NS0015
 NS0015.The horizontal coordinates were scaled from a topographic map and have
 NS0015.an estimated accuracy of +/- 6 seconds.
 NS0015
 NS0015.The orthometric height was determined by differential leveling
 NS0015.and adjusted by the National Geodetic Survey in June 1991..
 NS0015
 NS0015.The geoid height was determined by GEOID03.
 NS0015
 NS0015.The dynamic height is computed by dividing the NAVD 88
 NS0015.geopotential number by the normal gravity value computed on the
 NS0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0015.degrees latitude (g = 980.6199 gals.).
 NS0015
 NS0015.The modeled gravity was interpolated from observed gravity values.
 NS0015
 NS0015;                    North         East    Units  Estimated Accuracy
 NS0015;SPC WYWC     -   228,930.      641,170.      MT  (+/- 180 meters Scaled)
 NS0015
 NS0015                          SUPERSEDED SURVEY CONTROL
 NS0015
 NS0015  NGVD 29 (??/??/92) 2030.780  (m)         6662.65   (f) ADJ UNCH    2 0
 NS0015
 NS0015.Superseded values are not recommended for survey control.
 NS0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0015.See file dsdata.txt to determine how the superseded data were derived.
 NS0015
 NS0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN258156(NAD 83)
 NS0015_MARKER: DB = BENCH MARK DISK
 NS0015_SETTING: 66 = SET IN ROCK OUTCROP
 NS0015_SP_SET: GRANITE OUTCROP
 NS0015_STAMPING: S 28 1934
 NS0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0015+STABILITY: POSITION/ELEVATION WELL
 NS0015
 NS0015  HISTORY     - Date     Condition        Report By
 NS0015  HISTORY     - 1934     MONUMENTED       CGS
 NS0015
 NS0015                          STATION DESCRIPTION
 NS0015
 NS0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0015'35.8 MI SE FROM LANDER.
 NS0015'ABOUT 35.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 NS0015'AT LANDER, FREMONT COUNTY, 3.9 MI NW OF SWEETWATER STATION, ABOUT
 NS0015'3.4 MILES NORTHWEST OF THE JUNCTION WITH SAND DRAW ROAD, ABOUT 1.8
 NS0015'MILES SOUTHEAST OF THE INTERSECTION WITH ATLANTIC CITY ROAD, ABOUT 110
 NS0015'FEET NORTHWEST OF A LARGE VERTICAL ROCK OUTCROP, 72.4 FEET SOUTH OF
 NS0015'THE CENTER LINE OF THE HIGHWAY, 9.5 FEET WEST OF A SMALL
 NS0015'PYRAMID-SHAPED OUTCROP, AND IN THE TOP OF A FLAT GRANITE OUTCROP,
 NS0015'ABOUT 5.0 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 28
 NS0015'1934.  NOTE-- SUBSTITUTE SWEETWATER STATION FOR THE TERM HUDSON. THE
 NS0015'TOWN OF HUDSON IS APPROXIMATELY 30 MILES FROM THE POINT REFERRED TO IN
 NS0015'THE DESCRIPTIONS OF THE ABOVE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0184 ***********************************************************************
 MQ0184  DESIGNATION -  S 3
 MQ0184  PID         -  MQ0184
 MQ0184  STATE/COUNTY-  WY/SWEETWATER
 MQ0184  USGS QUAD   -  GREEN RIVER (1980)
 MQ0184
 MQ0184                         *CURRENT SURVEY CONTROL
 MQ0184  ___________________________________________________________________
 MQ0184* NAD 83(1986)-  41 31 43.     (N)    109 28 06.     (W)     SCALED    
 MQ0184* NAVD 88     -      1860.143  (meters)    6102.82   (feet)  ADJUSTED  
 MQ0184  ___________________________________________________________________
 MQ0184  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 MQ0184  DYNAMIC HT  -        1858.561 (meters)    6097.63  (feet)  COMP
 MQ0184  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 MQ0184
 MQ0184  VERT ORDER  -  FIRST     CLASS II
 MQ0184
 MQ0184.The horizontal coordinates were scaled from a topographic map and have
 MQ0184.an estimated accuracy of +/- 6 seconds.
 MQ0184
 MQ0184.The orthometric height was determined by differential leveling
 MQ0184.and adjusted by the National Geodetic Survey in June 1991..
 MQ0184.WARNING-Repeat measurements at this control monument indicate possible
 MQ0184.vertical movement.
 MQ0184
 MQ0184.The geoid height was determined by GEOID03.
 MQ0184
 MQ0184.The dynamic height is computed by dividing the NAVD 88
 MQ0184.geopotential number by the normal gravity value computed on the
 MQ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0184.degrees latitude (g = 980.6199 gals.).
 MQ0184
 MQ0184.The modeled gravity was interpolated from observed gravity values.
 MQ0184
 MQ0184;                    North         East    Units  Estimated Accuracy
 MQ0184;SPC WYWC     -   114,470.      540,050.      MT  (+/- 180 meters Scaled)
 MQ0184
 MQ0184                          SUPERSEDED SURVEY CONTROL
 MQ0184
 MQ0184  NGVD 29 (06/08/92) 1858.858  (m)         6098.60   (f) ADJUSTED    1 2
 MQ0184
 MQ0184.Superseded values are not recommended for survey control.
 MQ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0184.See file dsdata.txt to determine how the superseded data were derived.
 MQ0184
 MQ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL277985(NAD 83)
 MQ0184_MARKER: B = BOLT
 MQ0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0184_SP_SET: BUILDING
 MQ0184_MARK LOGO: CGS   
 MQ0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0184
 MQ0184  HISTORY     - Date     Condition        Report By
 MQ0184  HISTORY     - UNK      MONUMENTED       CGS
 MQ0184  HISTORY     - 1958     GOOD             NGS
 MQ0184  HISTORY     - 1981     GOOD             NGS
 MQ0184  HISTORY     - 1983     GOOD             NGS
 MQ0184
 MQ0184                          STATION DESCRIPTION
 MQ0184
 MQ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0184'IN GREEN RIVER.
 MQ0184'ABOUT 0.2 MILE WEST ALONG RAILROAD AVENUE FROM THE UNION PACIFIC
 MQ0184'RAILROAD STATION AT GREEN RIVER, A COPPER BOLT IN THE WEST FACE OF THE
 MQ0184'SOUTHWEST CORNER STONE OF THE B AND P PLUMBING BUILDING, 172 FEET EAST
 MQ0184'OF THE CENTER LINE OF 1ST STREET WEST, 32 FEET NORTH OF THE CENTER
 MQ0184'LINE OF RAILROAD AVENUE, 1 1/2 FEET NORTH OF THE SOUTHWEST CORNER OF
 MQ0184'THE BUILDING, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 MQ0184
 MQ0184                          STATION RECOVERY (1981)
 MQ0184
 MQ0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 MQ0184'ABOUT 0.3 KM (0.2 MILE) WEST ALONG RAILROAD AVENUE FROM THE UNION
 MQ0184'PACIFIC RAILROAD STATION AT GREEN RIVER. IT IS A COPPER BOLT WITH A
 MQ0184'CROSS CUT IN IT AND USBM CUT IN THE STONE BLOCK BELOW IT. THE BOLT IN
 MQ0184'ON THE WESTSIDE OF A STONE AND BRICK BUILDING THAT LOOKS LIKE A
 MQ0184'CASTLE AND WAS ERECTED IN 1900. IT IS OCCUPIED BY THE B AND D FENCE
 MQ0184'CO. IT IS ON RAILROAD AVENUE AND 9.8 M (32 FEET) NORTH OF THE CENTER
 MQ0184'LINE, 52.4 M (172 FEET) EAST OF THE CENTER LINE OF 1ST STREET WEST,
 MQ0184'0.5 M (1.5 FEET) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING AND
 MQ0184'ABOUT 1.2 M (4 FEET) ABOVE THE LEVEL OF THE SIDEWALK. THIS IS A 1903
 MQ0184'BM.
 MQ0184
 MQ0184                          STATION RECOVERY (1983)
 MQ0184
 MQ0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0184'RECOVERED THIS DATE.  NOTE, CHANGE THE B AND P PLUMBING BUILDING TO
 MQ0184'THE BREWERY, 50 WEST RAILROAD AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0171 ***********************************************************************
 NR0171  DESIGNATION -  S 30
 NR0171  PID         -  NR0171
 NR0171  STATE/COUNTY-  WY/CARBON
 NR0171  USGS QUAD   -  LAMONT (1981)
 NR0171
 NR0171                         *CURRENT SURVEY CONTROL
 NR0171  ___________________________________________________________________
 NR0171* NAD 83(1986)-  42 11 22.     (N)    107 27 02.     (W)     SCALED    
 NR0171* NAVD 88     -      1999.985  (meters)    6561.62   (feet)  ADJUSTED  
 NR0171  ___________________________________________________________________
 NR0171  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 NR0171  DYNAMIC HT  -        1998.377 (meters)    6556.34  (feet)  COMP
 NR0171  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 NR0171
 NR0171  VERT ORDER  -  FIRST     CLASS II
 NR0171
 NR0171.The horizontal coordinates were scaled from a topographic map and have
 NR0171.an estimated accuracy of +/- 6 seconds.
 NR0171
 NR0171.The orthometric height was determined by differential leveling
 NR0171.and adjusted by the National Geodetic Survey in June 1991..
 NR0171
 NR0171.The geoid height was determined by GEOID03.
 NR0171
 NR0171.The dynamic height is computed by dividing the NAVD 88
 NR0171.geopotential number by the normal gravity value computed on the
 NR0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0171.degrees latitude (g = 980.6199 gals.).
 NR0171
 NR0171.The modeled gravity was interpolated from observed gravity values.
 NR0171
 NR0171;                    North         East    Units  Estimated Accuracy
 NR0171;SPC WYEC     -   287,630.      390,320.      MT  (+/- 180 meters Scaled)
 NR0171
 NR0171                          SUPERSEDED SURVEY CONTROL
 NR0171
 NR0171  NGVD 29 (??/??/92) 1998.858  (m)         6557.92   (f) ADJ UNCH    1 2
 NR0171
 NR0171.Superseded values are not recommended for survey control.
 NR0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0171.See file dsdata.txt to determine how the superseded data were derived.
 NR0171
 NR0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG976737(NAD 83)
 NR0171_MARKER: DB = BENCH MARK DISK
 NR0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0171_STAMPING: S 30 1933
 NR0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0171+STABILITY: SURFACE MOTION
 NR0171
 NR0171  HISTORY     - Date     Condition        Report By
 NR0171  HISTORY     - 1933     MONUMENTED       CGS
 NR0171  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0171
 NR0171                          STATION DESCRIPTION
 NR0171
 NR0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0171'32.2 MI N FROM RAWLINS.
 NR0171'32.2 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 NR0171'RAWLINS, CARBON COUNTY, 0.1 MILE NORTH OF A 36-INCH CORRUGATED-IRON
 NR0171'PIPE CULVERT, 0.1 MILE SOUTH OF AN 18-INCH CORRUGATED-IRON PIPE
 NR0171'CULVERT, AND 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 NR0171'STANDARD DISK, STAMPED S 30 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0171'PROJECTING 6 INCHES ABOVE GROUND.
 NR0171
 NR0171                          STATION RECOVERY (1982)
 NR0171
 NR0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0136 ***********************************************************************
 NR0136  DESIGNATION -  S 31
 NR0136  PID         -  NR0136
 NR0136  STATE/COUNTY-  WY/NATRONA
 NR0136  USGS QUAD   -  BENTON BASIN (1984)
 NR0136
 NR0136                         *CURRENT SURVEY CONTROL
 NR0136  ___________________________________________________________________
 NR0136* NAD 83(1993)-  42 33 39.56618(N)    106 52 28.57780(W)     ADJUSTED  
 NR0136* NAVD 88     -      1924.759  (meters)    6314.81   (feet)  ADJUSTED  
 NR0136  ___________________________________________________________________
 NR0136  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 NR0136  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 NR0136  DYNAMIC HT  -        1923.426 (meters)    6310.44  (feet)  COMP
 NR0136  MODELED GRAV-     979,859.2   (mgal)                       NAVD 88
 NR0136
 NR0136  HORZ ORDER  -  THIRD
 NR0136  VERT ORDER  -  FIRST     CLASS II
 NR0136
 NR0136.The horizontal coordinates were established by classical geodetic methods
 NR0136.and adjusted by the National Geodetic Survey in January 1997..
 NR0136
 NR0136.The orthometric height was determined by differential leveling
 NR0136.and adjusted by the National Geodetic Survey in June 1991..
 NR0136
 NR0136.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0136
 NR0136.The geoid height was determined by GEOID03.
 NR0136
 NR0136.The dynamic height is computed by dividing the NAVD 88
 NR0136.geopotential number by the normal gravity value computed on the
 NR0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0136.degrees latitude (g = 980.6199 gals.).
 NR0136
 NR0136.The modeled gravity was interpolated from observed gravity values.
 NR0136
 NR0136;                    North         East     Units Scale Factor Converg.
 NR0136;SPC WYEC     -   328,989.941   437,668.033   MT  0.99995495   +0 18 37.0
 NR0136;UTM  13      - 4,713,768.417   346,118.360   MT  0.99989134   -1 16 05.5
 NR0136
 NR0136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0136!SPC WYEC     -   0.99970017  x   0.99995495  =   0.99965513
 NR0136!UTM  13      -   0.99970017  x   0.99989134  =   0.99959154
 NR0136
 NR0136:                Primary Azimuth Mark                     Grid Az
 NR0136:SPC WYEC     -  PATHFINDER                               181 12 31.6
 NR0136:UTM  13      -  PATHFINDER                               182 47 14.1
 NR0136
 NR0136|---------------------------------------------------------------------|
 NR0136| PID    Reference Object                     Distance      Geod. Az  |
 NR0136|                                                           dddmmss.s |
 NR0136| NR0391 PATHFINDER                          APPROX. 8.9 KM 1813108.6 |
 NR0136|---------------------------------------------------------------------|
 NR0136
 NR0136                          SUPERSEDED SURVEY CONTROL
 NR0136
 NR0136  NAD 83(1986)-  42 33 39.55107(N)    106 52 28.56208(W) AD(       ) 3
 NR0136  NAD 27      -  42 33 39.69589(N)    106 52 26.39087(W) AD(       ) 3
 NR0136  NGVD 29 (??/??/92) 1923.801  (m)         6311.67   (f) ADJ UNCH    1 2
 NR0136
 NR0136.Superseded values are not recommended for survey control.
 NR0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0136.See file dsdata.txt to determine how the superseded data were derived.
 NR0136
 NR0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH4611813768(NAD 83)
 NR0136_MARKER: DB = BENCH MARK DISK
 NR0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0136_STAMPING: S 31 1933
 NR0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0136+STABILITY: SURFACE MOTION
 NR0136
 NR0136  HISTORY     - Date     Condition        Report By
 NR0136  HISTORY     - 1933     MONUMENTED       CGS
 NR0136  HISTORY     - 1948     GOOD             USGS
 NR0136  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0136
 NR0136                          STATION DESCRIPTION
 NR0136
 NR0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0136'37.7 MI SW FROM CASPER.
 NR0136'37.7 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0136'CASPER, NATRONA COUNTY, 2.2 MILES WEST OF THE JUNCTION OF THE ROAD
 NR0136'LEADING TO PATHFINDER DAM, 0.2 MILE WEST OF AN 18-INCH CORRUGATED-IRON
 NR0136'PIPE CULVERT WITH STONE HEAD WALLS, AT THE TOP OF A RISE FROM THE
 NR0136'EAST, AND 79.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 NR0136'STANDARD DISK, STAMPED S 31 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0136'PROJECTING 6 INCHES ABOVE GROUND.
 NR0136
 NR0136                          STATION RECOVERY (1948)
 NR0136
 NR0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 NR0136'STATION IS LOCATED ABOUT 8 MI. W. OF ALCOVA, 78 FT. N. OF CENTERLINE
 NR0136'RD.
 NR0136'
 NR0136'TO REACH FROM POST OFFICE IN ALCOVA, GO SW. ON HIGHWAY 220 8.7 MI. TO
 NR0136'TOP OF RISE AND STATION ON RT. 2 N. OF FENCE LINE.
 NR0136'
 NR0136'STATION MARK--STANDARD USC AND GS CAP SET IN CONCRETE PROJECTING 5
 NR0136'IN., AND STAMPED ---S31-1933---.
 NR0136'
 NR0136'REFERENCE MARK NO. 1--STANDARD GLO SECTION CORNER MARKER, STAMPED
 NR0136'---S14,15,22,23 T.30 N., R.84W.--- AND IS 774.87 FT. N. OF STATION,
 NR0136'S 03 DEG 12 MIN W.
 NR0136'
 NR0136'REFERENCE MARK NO. 2--STANDARD ROW CONCRETE MARKER 45 FT. N. OF
 NR0136'CENTERLINE OF HIGHWAY AND IS 88.00 FT. ESE. OF STATION,
 NR0136'N 61 DEG 48 MIN W.
 NR0136
 NR0136                          STATION RECOVERY (1982)
 NR0136
 NR0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0220 ***********************************************************************
 MO0220  DESIGNATION -  S 311
 MO0220  PID         -  MO0220
 MO0220  STATE/COUNTY-  WY/LARAMIE
 MO0220  USGS QUAD   -  BORIE (1994)
 MO0220
 MO0220                         *CURRENT SURVEY CONTROL
 MO0220  ___________________________________________________________________
 MO0220* NAD 83(1986)-  41 01 29.     (N)    104 52 56.     (W)     SCALED    
 MO0220* NAVD 88     -      1899.006  (meters)    6230.32   (feet)  ADJUSTED  
 MO0220  ___________________________________________________________________
 MO0220  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 MO0220  DYNAMIC HT  -        1897.331 (meters)    6224.83  (feet)  COMP
 MO0220  MODELED GRAV-     979,674.4   (mgal)                       NAVD 88
 MO0220
 MO0220  VERT ORDER  -  FIRST     CLASS II
 MO0220
 MO0220.The horizontal coordinates were scaled from a topographic map and have
 MO0220.an estimated accuracy of +/- 6 seconds.
 MO0220
 MO0220.The orthometric height was determined by differential leveling
 MO0220.and adjusted by the National Geodetic Survey in June 1991..
 MO0220
 MO0220.The geoid height was determined by GEOID03.
 MO0220
 MO0220.The dynamic height is computed by dividing the NAVD 88
 MO0220.geopotential number by the normal gravity value computed on the
 MO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0220.degrees latitude (g = 980.6199 gals.).
 MO0220
 MO0220.The modeled gravity was interpolated from observed gravity values.
 MO0220
 MO0220;                    North         East    Units  Estimated Accuracy
 MO0220;SPC WY E     -    58,310.      223,920.      MT  (+/- 180 meters Scaled)
 MO0220
 MO0220                          SUPERSEDED SURVEY CONTROL
 MO0220
 MO0220  NGVD 29 (??/??/92) 1897.963  (m)         6226.90   (f) ADJ UNCH    1 2
 MO0220
 MO0220.Superseded values are not recommended for survey control.
 MO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0220.See file dsdata.txt to determine how the superseded data were derived.
 MO0220
 MO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF099415(NAD 83)
 MO0220_MARKER: DB = BENCH MARK DISK
 MO0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0220_STAMPING: S 311 1939
 MO0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0220+STABILITY: SURFACE MOTION
 MO0220
 MO0220  HISTORY     - Date     Condition        Report By
 MO0220  HISTORY     - 1939     MONUMENTED       CGS
 MO0220  HISTORY     - 1956     GOOD             NGS
 MO0220
 MO0220                          STATION DESCRIPTION
 MO0220
 MO0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0220'10.3 MI S FROM CHEYENNE.
 MO0220'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0220'STATION AT CHEYENNE, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 MO0220'ROAD, THENCE 6.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD,
 MO0220'83.7 FEET WEST OF THE WEST RAIL, 16.5 FEET NORTH OF THE 13TH
 MO0220'POLE SOUTH OF MILEPOST 96, 15 FEET EAST OF A FENCE, 0.8 FOOT
 MO0220'EAST OF A WITNESS POST, 10 FEET BELOW THE TOP OF THE RAILS,
 MO0220'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 MO0220'THE GROUND, IN SECTION 10, TOWNSHIP 12 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0026 ***********************************************************************
 OX0026  DESIGNATION -  S 312
 OX0026  PID         -  OX0026
 OX0026  STATE/COUNTY-  WY/TETON
 OX0026  USGS QUAD   -  GRIZZLY LAKE (1996)
 OX0026
 OX0026                         *CURRENT SURVEY CONTROL
 OX0026  ___________________________________________________________________
 OX0026* NAD 83(1986)-  43 35 46.     (N)    110 23 16.     (W)     SCALED    
 OX0026* NAVD 88     -      2224.582  (meters)    7298.48   (feet)  ADJUSTED  
 OX0026  ___________________________________________________________________
 OX0026  GEOID HEIGHT-          -8.69  (meters)                     GEOID03
 OX0026  DYNAMIC HT  -        2222.984 (meters)    7293.24  (feet)  COMP
 OX0026  MODELED GRAV-     979,821.2   (mgal)                       NAVD 88
 OX0026
 OX0026  VERT ORDER  -  SECOND    CLASS 0
 OX0026
 OX0026.The horizontal coordinates were scaled from a topographic map and have
 OX0026.an estimated accuracy of +/- 6 seconds.
 OX0026
 OX0026.The orthometric height was determined by differential leveling
 OX0026.and adjusted by the National Geodetic Survey in June 1991..
 OX0026
 OX0026.The geoid height was determined by GEOID03.
 OX0026
 OX0026.The dynamic height is computed by dividing the NAVD 88
 OX0026.geopotential number by the normal gravity value computed on the
 OX0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0026.degrees latitude (g = 980.6199 gals.).
 OX0026
 OX0026.The modeled gravity was interpolated from observed gravity values.
 OX0026
 OX0026;                    North         East    Units  Estimated Accuracy
 OX0026;SPC WY W     -   443,920.      775,420.      MT  (+/- 180 meters Scaled)
 OX0026
 OX0026                          SUPERSEDED SURVEY CONTROL
 OX0026
 OX0026  NGVD 29 (??/??/92) 2223.174  (m)         7293.86   (f) ADJ UNCH    2 0
 OX0026
 OX0026.Superseded values are not recommended for survey control.
 OX0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0026.See file dsdata.txt to determine how the superseded data were derived.
 OX0026
 OX0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP494271(NAD 83)
 OX0026_MARKER: DB = BENCH MARK DISK
 OX0026_SETTING: 80 = SET IN A BOULDER
 OX0026_SP_SET: BOULDER
 OX0026_STAMPING: S 312 1946
 OX0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0026+STABILITY: SURFACE MOTION
 OX0026
 OX0026  HISTORY     - Date     Condition        Report By
 OX0026  HISTORY     - 1946     MONUMENTED       CGS
 OX0026  HISTORY     - 1965     GOOD             USGS
 OX0026
 OX0026                          STATION DESCRIPTION
 OX0026
 OX0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0026'15.9 MI E FROM KELLY.
 OX0026'ALONG GROS VENTRE RIVER ROAD, ABOUT 15.9 MILES EAST OF KELLY POST
 OX0026'OFFICE (BY ROAD), SET IN MOST WESTERLY OF GROUP OF BOULDERS ON
 OX0026'HILLSIDE, ABOUT 40 FEET EAST OF CURVE IN ROAD, 40 FEET SOUTH OF CENTER
 OX0026'LINE OF ROAD, ABOUT 15 FEET ABOVE ROAD LEVEL.  A STANDARD DISK,
 OX0026'STAMPED S 312 1946 AND SET IN A BOULDER.
 OX0026
 OX0026                          STATION RECOVERY (1965)
 OX0026
 OX0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0154 ***********************************************************************
 OX0154  DESIGNATION -  S 313
 OX0154  PID         -  OX0154
 OX0154  STATE/COUNTY-  WY/LINCOLN
 OX0154  USGS QUAD   -  DEER CREEK (1979)
 OX0154
 OX0154                         *CURRENT SURVEY CONTROL
 OX0154  ___________________________________________________________________
 OX0154* NAD 83(1986)-  43 04 09.     (N)    110 49 59.     (W)     SCALED    
 OX0154* NAVD 88     -      1901.551  (meters)    6238.67   (feet)  ADJUSTED  
 OX0154  ___________________________________________________________________
 OX0154  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 OX0154  DYNAMIC HT  -        1900.206 (meters)    6234.26  (feet)  COMP
 OX0154  MODELED GRAV-     979,846.0   (mgal)                       NAVD 88
 OX0154
 OX0154  VERT ORDER  -  SECOND    CLASS 0
 OX0154
 OX0154.The horizontal coordinates were scaled from a topographic map and have
 OX0154.an estimated accuracy of +/- 6 seconds.
 OX0154
 OX0154.The orthometric height was determined by differential leveling
 OX0154.and adjusted by the National Geodetic Survey in June 1991..
 OX0154
 OX0154.The geoid height was determined by GEOID03.
 OX0154
 OX0154.The dynamic height is computed by dividing the NAVD 88
 OX0154.geopotential number by the normal gravity value computed on the
 OX0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0154.degrees latitude (g = 980.6199 gals.).
 OX0154
 OX0154.The modeled gravity was interpolated from observed gravity values.
 OX0154
 OX0154;                    North         East    Units  Estimated Accuracy
 OX0154;SPC WY W     -   385,610.      738,940.      MT  (+/- 180 meters Scaled)
 OX0154
 OX0154                          SUPERSEDED SURVEY CONTROL
 OX0154
 OX0154  NGVD 29 (??/??/92) 1900.250  (m)         6234.40   (f) ADJ UNCH    2 0
 OX0154
 OX0154.Superseded values are not recommended for survey control.
 OX0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0154.See file dsdata.txt to determine how the superseded data were derived.
 OX0154
 OX0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN135685(NAD 83)
 OX0154_MARKER: DB = BENCH MARK DISK
 OX0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0154_STAMPING: S 313 1946
 OX0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0154+STABILITY: SURFACE MOTION
 OX0154
 OX0154  HISTORY     - Date     Condition        Report By
 OX0154  HISTORY     - 1946     MONUMENTED       CGS
 OX0154  HISTORY     - 1965     GOOD             NGS
 OX0154
 OX0154                          STATION DESCRIPTION
 OX0154
 OX0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0154'17.1 MI SE FROM ALPINE.
 OX0154'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0154'THENCE ABOUT 15.5 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 0.1 MILE
 OX0154'SOUTH OF DEER CREEK RANGER STATION, ABOUT 200 FEET EAST OF A
 OX0154'CORRUGATED METAL PIPE CULVERT, ABOUT 180 FEET SOUTHEAST OF DEER CREEK,
 OX0154'45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET WEST OF A
 OX0154'LONE TRIANGLE-BLAZED PINE TREE, 10 FEET SOUTHWEST OF A POLE FENCE
 OX0154'AROUND THE RANGER STATION, AND SET IN THE TOP OF A CONCRETE POST.
 OX0154
 OX0154                          STATION RECOVERY (1965)
 OX0154
 OX0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0095 ***********************************************************************
 NT0095  DESIGNATION -  S 314
 NT0095  PID         -  NT0095
 NT0095  STATE/COUNTY-  WY/LINCOLN
 NT0095  USGS QUAD   -  BOX CANYON CREEK (1980)
 NT0095
 NT0095                         *CURRENT SURVEY CONTROL
 NT0095  ___________________________________________________________________
 NT0095* NAD 83(1986)-  42 44 58.     (N)    110 40 38.     (W)     SCALED    
 NT0095* NAVD 88     -      2201.847  (meters)    7223.89   (feet)  ADJUSTED  
 NT0095  ___________________________________________________________________
 NT0095  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 NT0095  DYNAMIC HT  -        2200.141 (meters)    7218.30  (feet)  COMP
 NT0095  MODELED GRAV-     979,766.9   (mgal)                       NAVD 88
 NT0095
 NT0095  VERT ORDER  -  SECOND    CLASS 0
 NT0095
 NT0095.The horizontal coordinates were scaled from a topographic map and have
 NT0095.an estimated accuracy of +/- 6 seconds.
 NT0095
 NT0095.The orthometric height was determined by differential leveling
 NT0095.and adjusted by the National Geodetic Survey in June 1991..
 NT0095
 NT0095.The geoid height was determined by GEOID03.
 NT0095
 NT0095.The dynamic height is computed by dividing the NAVD 88
 NT0095.geopotential number by the normal gravity value computed on the
 NT0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0095.degrees latitude (g = 980.6199 gals.).
 NT0095
 NT0095.The modeled gravity was interpolated from observed gravity values.
 NT0095
 NT0095;                    North         East    Units  Estimated Accuracy
 NT0095;SPC WY W     -   349,990.      751,380.      MT  (+/- 180 meters Scaled)
 NT0095
 NT0095                          SUPERSEDED SURVEY CONTROL
 NT0095
 NT0095  NGVD 29 (??/??/92) 2200.469  (m)         7219.37   (f) ADJ UNCH    2 0
 NT0095
 NT0095.Superseded values are not recommended for survey control.
 NT0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0095.See file dsdata.txt to determine how the superseded data were derived.
 NT0095
 NT0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN264330(NAD 83)
 NT0095_MARKER: DB = BENCH MARK DISK
 NT0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0095_STAMPING: S 314 1946
 NT0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0095+STABILITY: SURFACE MOTION
 NT0095
 NT0095  HISTORY     - Date     Condition        Report By
 NT0095  HISTORY     - 1946     MONUMENTED       CGS
 NT0095  HISTORY     - 1972     GOOD             NGS
 NT0095
 NT0095                          STATION DESCRIPTION
 NT0095
 NT0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0095'43.2 MI SE FROM ALPINE.
 NT0095'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0095'THENCE ABOUT 41.6 MILES SOUTHEAST ALONG GREYS RIVER ROAD, ON THE
 NT0095'EXTREME NORTH END OF A LONG FLAT ON THE EAST SIDE OF THE ROAD, 148
 NT0095'FEET EAST OF THE EDGE OF THE RIVER, 50 FEET SOUTH OF A TELEPHONE POLE,
 NT0095'39 FEET EAST OF THE CENTER LINE OF THE ROAD, 23 FEET EAST OF A GROUP
 NT0095'OF SMALL PINE TREES, 3 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT ABOVE
 NT0095'THE ROAD LEVEL, AND SET IN THE TOP OF A CONCRETE POST.
 NT0095
 NT0095                          STATION RECOVERY (1972)
 NT0095
 NT0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0120 ***********************************************************************
 NT0120  DESIGNATION -  S 315
 NT0120  PID         -  NT0120
 NT0120  STATE/COUNTY-  WY/LINCOLN
 NT0120  USGS QUAD   -  POISON MEADOWS (1980)
 NT0120
 NT0120                         *CURRENT SURVEY CONTROL
 NT0120  ___________________________________________________________________
 NT0120* NAD 83(1986)-  42 33 39.     (N)    110 44 02.     (W)     SCALED    
 NT0120* NAVD 88     -      2651.473  (meters)    8699.04   (feet)  ADJUSTED  
 NT0120  ___________________________________________________________________
 NT0120  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 NT0120  DYNAMIC HT  -        2649.157 (meters)    8691.44  (feet)  COMP
 NT0120  MODELED GRAV-     979,651.1   (mgal)                       NAVD 88
 NT0120
 NT0120  VERT ORDER  -  SECOND    CLASS 0
 NT0120
 NT0120.The horizontal coordinates were scaled from a topographic map and have
 NT0120.an estimated accuracy of +/- 6 seconds.
 NT0120
 NT0120.The orthometric height was determined by differential leveling
 NT0120.and adjusted by the National Geodetic Survey in June 1991..
 NT0120
 NT0120.The geoid height was determined by GEOID03.
 NT0120
 NT0120.The dynamic height is computed by dividing the NAVD 88
 NT0120.geopotential number by the normal gravity value computed on the
 NT0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0120.degrees latitude (g = 980.6199 gals.).
 NT0120
 NT0120.The modeled gravity was interpolated from observed gravity values.
 NT0120
 NT0120;                    North         East    Units  Estimated Accuracy
 NT0120;SPC WY W     -   329,080.      746,580.      MT  (+/- 180 meters Scaled)
 NT0120
 NT0120                          SUPERSEDED SURVEY CONTROL
 NT0120
 NT0120  NGVD 29 (??/??/92) 2649.923  (m)         8693.96   (f) ADJ UNCH    2 0
 NT0120
 NT0120.Superseded values are not recommended for survey control.
 NT0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0120.See file dsdata.txt to determine how the superseded data were derived.
 NT0120
 NT0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN218120(NAD 83)
 NT0120_MARKER: DB = BENCH MARK DISK
 NT0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0120_STAMPING: S 315 1946
 NT0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0120+STABILITY: SURFACE MOTION
 NT0120
 NT0120  HISTORY     - Date     Condition        Report By
 NT0120  HISTORY     - 1946     MONUMENTED       CGS
 NT0120  HISTORY     - 1974     MARK NOT FOUND   USGS
 NT0120
 NT0120                          STATION DESCRIPTION
 NT0120
 NT0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0120'22.7 MI SE FROM SMOOT.
 NT0120'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0120'THENCE ABOUT 15.7 MILES EASTERLY ALONG GREYS RIVER ROAD, ON A BARE
 NT0120'ROLLING HILLSIDE, 97 FEET NORTHWEST OF A PROMINENT RAVINE ON THE
 NT0120'NORTHEAST SIDE OF THE ROAD, 36 FEET NORTHEAST OF THE CENTER LINE OF
 NT0120'THE ROAD, 27 FEET SOUTHEAST OF THE SOUTH ONE OF TWO SMALL PINE TREES,
 NT0120'ABOUT 8 FEET BELOW THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND
 NT0120'SET IN THE TOP OF A CONCRETE POST.
 NT0120
 NT0120                          STATION RECOVERY (1974)
 NT0120
 NT0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NT0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0600 ***********************************************************************
 MO0600  DESIGNATION -  S 316
 MO0600  PID         -  MO0600
 MO0600  STATE/COUNTY-  WY/ALBANY
 MO0600  USGS QUAD   -  HOWELL (1978)
 MO0600
 MO0600                         *CURRENT SURVEY CONTROL
 MO0600  ___________________________________________________________________
 MO0600* NAD 83(1986)-  41 22 49.     (N)    105 36 18.     (W)     SCALED    
 MO0600* NAVD 88     -      2174.967  (meters)    7135.70   (feet)  ADJUSTED  
 MO0600  ___________________________________________________________________
 MO0600  GEOID HEIGHT-         -11.50  (meters)                     GEOID03
 MO0600  DYNAMIC HT  -        2173.105 (meters)    7129.60  (feet)  COMP
 MO0600  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 MO0600
 MO0600  VERT ORDER  -  FIRST     CLASS II
 MO0600
 MO0600.The horizontal coordinates were scaled from a topographic map and have
 MO0600.an estimated accuracy of +/- 6 seconds.
 MO0600
 MO0600.The orthometric height was determined by differential leveling
 MO0600.and adjusted by the National Geodetic Survey in June 1991..
 MO0600
 MO0600.The geoid height was determined by GEOID03.
 MO0600
 MO0600.The dynamic height is computed by dividing the NAVD 88
 MO0600.geopotential number by the normal gravity value computed on the
 MO0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0600.degrees latitude (g = 980.6199 gals.).
 MO0600
 MO0600.The modeled gravity was interpolated from observed gravity values.
 MO0600
 MO0600;                    North         East    Units  Estimated Accuracy
 MO0600;SPC WY E     -    97,840.      163,340.      MT  (+/- 180 meters Scaled)
 MO0600
 MO0600                          SUPERSEDED SURVEY CONTROL
 MO0600
 MO0600  NGVD 29 (06/08/92) 2173.928  (m)         7132.30   (f) ADJUSTED    1 2
 MO0600
 MO0600.Superseded values are not recommended for survey control.
 MO0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0600.See file dsdata.txt to determine how the superseded data were derived.
 MO0600
 MO0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF494811(NAD 83)
 MO0600_MARKER: DB = BENCH MARK DISK
 MO0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0600_STAMPING: S 316 1947
 MO0600_MARK LOGO: CGS   
 MO0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0600+STABILITY: SURFACE MOTION
 MO0600
 MO0600  HISTORY     - Date     Condition        Report By
 MO0600  HISTORY     - 1947     MONUMENTED       CGS
 MO0600  HISTORY     - 1983     GOOD             NGS
 MO0600
 MO0600                          STATION DESCRIPTION
 MO0600
 MO0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0600'5 MI N FROM LARAMIE.
 MO0600'5.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0600'AT LARAMIE, 323.0 FEET SOUTHEAST OF MILEPOST 571, 279.0 FEET
 MO0600'NORTH OF A FENCE CORNER, 184.0 FEET NORTHEAST OF THE EAST END
 MO0600'OF AN IRON PIPE CULVERT, 179.2 FEET EAST OF AND 7.0 FEET LOWER
 MO0600'THAN THE EAST RAIL OF THE EAST TRACK, 3.5 FEET SOUTH OF A 4 X 4
 MO0600'MARKER POST, 1.5 FEET WEST OF A FENCE, SET IN THE TOP OF A
 MO0600'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 MO0600
 MO0600                          STATION RECOVERY (1983)
 MO0600
 MO0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0696 ***********************************************************************
 MO0696  DESIGNATION -  S 317
 MO0696  PID         -  MO0696
 MO0696  STATE/COUNTY-  WY/ALBANY
 MO0696  USGS QUAD   -  BOSLER (1981)
 MO0696
 MO0696                         *CURRENT SURVEY CONTROL
 MO0696  ___________________________________________________________________
 MO0696* NAD 83(1986)-  41 36 15.     (N)    105 43 35.     (W)     SCALED    
 MO0696* NAVD 88     -      2149.894  (meters)    7053.44   (feet)  ADJUSTED  
 MO0696  ___________________________________________________________________
 MO0696  GEOID HEIGHT-         -11.74  (meters)                     GEOID03
 MO0696  DYNAMIC HT  -        2148.070 (meters)    7047.46  (feet)  COMP
 MO0696  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 MO0696
 MO0696  VERT ORDER  -  FIRST     CLASS II
 MO0696
 MO0696.The horizontal coordinates were scaled from a topographic map and have
 MO0696.an estimated accuracy of +/- 6 seconds.
 MO0696
 MO0696.The orthometric height was determined by differential leveling
 MO0696.and adjusted by the National Geodetic Survey in June 1991..
 MO0696
 MO0696.The geoid height was determined by GEOID03.
 MO0696
 MO0696.The dynamic height is computed by dividing the NAVD 88
 MO0696.geopotential number by the normal gravity value computed on the
 MO0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0696.degrees latitude (g = 980.6199 gals.).
 MO0696
 MO0696.The modeled gravity was interpolated from observed gravity values.
 MO0696
 MO0696;                    North         East    Units  Estimated Accuracy
 MO0696;SPC WY E     -   122,770.      153,340.      MT  (+/- 180 meters Scaled)
 MO0696
 MO0696                          SUPERSEDED SURVEY CONTROL
 MO0696
 MO0696  NGVD 29 (06/08/92) 2148.827  (m)         7049.94   (f) ADJUSTED    1 2
 MO0696
 MO0696.Superseded values are not recommended for survey control.
 MO0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0696.See file dsdata.txt to determine how the superseded data were derived.
 MO0696
 MO0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG394060(NAD 83)
 MO0696_MARKER: DB = BENCH MARK DISK
 MO0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0696_STAMPING: S 317 1947
 MO0696_MARK LOGO: CGS   
 MO0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0696+STABILITY: SURFACE MOTION
 MO0696
 MO0696  HISTORY     - Date     Condition        Report By
 MO0696  HISTORY     - 1947     MONUMENTED       CGS
 MO0696  HISTORY     - 1983     GOOD             NGS
 MO0696  HISTORY     - 19990824 GOOD             WYDT
 MO0696
 MO0696                          STATION DESCRIPTION
 MO0696
 MO0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0696'2.6 MI NW FROM BOSLER.
 MO0696'2.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0696'STATION AT BOSLER, 257.0 FEET NORTHEAST OF THE FIFTH POLE
 MO0696'SOUTHEAST OF MILEPOST 588, 229.0 FEET SOUTHWEST OF THE CENTER
 MO0696'LINE OF U.S. HIGHWAY 30, 198.2 FEET NORTHEAST OF THE NORTHEAST
 MO0696'RAIL OF THE NORTHEAST TRACK AND 10 FEET LOWER, 19.1 FEET SOUTHEAST
 MO0696'OF THE SOUTHWEST END OF A WIRE GATE, 3.7 FEET SOUTHEAST OF A
 MO0696'REFERENCE POST, 1.1 FEET SOUTHWEST OF A FENCE, SET IN THE TOP
 MO0696'OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MO0696
 MO0696                          STATION RECOVERY (1983)
 MO0696
 MO0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0696'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  18.0 KM
 MO0696'(17.4 MI) SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0696'IN ROCK RIVER.
 MO0696
 MO0696                          STATION RECOVERY (1999)
 MO0696
 MO0696'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0696'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION.  PHONE NUMBER
 MO0696'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0713 ***********************************************************************
 MO0713  DESIGNATION -  S 318
 MO0713  PID         -  MO0713
 MO0713  STATE/COUNTY-  WY/ALBANY
 MO0713  USGS QUAD   -  ROCK RIVER (1981)
 MO0713
 MO0713                         *CURRENT SURVEY CONTROL
 MO0713  ___________________________________________________________________
 MO0713* NAD 83(1986)-  41 43 24.     (N)    105 57 11.     (W)     SCALED    
 MO0713* NAVD 88     -      2116.254  (meters)    6943.08   (feet)  ADJUSTED  
 MO0713  ___________________________________________________________________
 MO0713  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 MO0713  DYNAMIC HT  -        2114.441 (meters)    6937.13  (feet)  COMP
 MO0713  MODELED GRAV-     979,690.1   (mgal)                       NAVD 88
 MO0713
 MO0713  VERT ORDER  -  FIRST     CLASS II
 MO0713
 MO0713.The horizontal coordinates were scaled from a topographic map and have
 MO0713.an estimated accuracy of +/- 6 seconds.
 MO0713
 MO0713.The orthometric height was determined by differential leveling
 MO0713.and adjusted by the National Geodetic Survey in June 1991..
 MO0713
 MO0713.The geoid height was determined by GEOID03.
 MO0713
 MO0713.The dynamic height is computed by dividing the NAVD 88
 MO0713.geopotential number by the normal gravity value computed on the
 MO0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0713.degrees latitude (g = 980.6199 gals.).
 MO0713
 MO0713.The modeled gravity was interpolated from observed gravity values.
 MO0713
 MO0713;                    North         East    Units  Estimated Accuracy
 MO0713;SPC WY E     -   136,150.      134,570.      MT  (+/- 180 meters Scaled)
 MO0713
 MO0713                          SUPERSEDED SURVEY CONTROL
 MO0713
 MO0713  NGVD 29 (??/??/92) 2115.145  (m)         6939.44   (f) ADJ UNCH    1 2
 MO0713
 MO0713.Superseded values are not recommended for survey control.
 MO0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0713.See file dsdata.txt to determine how the superseded data were derived.
 MO0713
 MO0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG207194(NAD 83)
 MO0713_MARKER: DB = BENCH MARK DISK
 MO0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0713_STAMPING: S 318 1947
 MO0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0713+STABILITY: SURFACE MOTION
 MO0713
 MO0713  HISTORY     - Date     Condition        Report By
 MO0713  HISTORY     - 1947     MONUMENTED       CGS
 MO0713  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0713  HISTORY     - 19990824 MARK NOT FOUND   WYDT
 MO0713
 MO0713                          STATION DESCRIPTION
 MO0713
 MO0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0713'2.4 MI SE FROM ROCK RIVER.
 MO0713'2.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0713'STATION AT ROCK RIVER, 2 1/2 POLES EAST OF MILEPOST 603, 56.3
 MO0713'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK AND 7 FEET
 MO0713'HIGHER, 10.1 FEET NORTHWEST OF A TELEGRAPH POLE, 3.0 FEET
 MO0713'EAST OF A REFERENCE POST, 0.7 FOOT SOUTH OF THE NORTH
 MO0713'RIGHT-OF-WAY FENCE, ON TOP OF A HILL, SET IN THE TOP OF A
 MO0713'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MO0713
 MO0713                          STATION RECOVERY (1983)
 MO0713
 MO0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0713'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
 MO0713
 MO0713                          STATION RECOVERY (1999)
 MO0713
 MO0713'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0713'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0713'307-777-3819
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0203 ***********************************************************************
 MP0203  DESIGNATION -  S 319
 MP0203  PID         -  MP0203
 MP0203  STATE/COUNTY-  WY/CARBON
 MP0203  USGS QUAD   -  FORT STEELE (1971)
 MP0203
 MP0203                         *CURRENT SURVEY CONTROL
 MP0203  ___________________________________________________________________
 MP0203* NAD 83(1986)-  41 46 38.     (N)    106 55 36.     (W)     SCALED    
 MP0203* NAVD 88     -      1984.290  (meters)    6510.12   (feet)  ADJUSTED  
 MP0203  ___________________________________________________________________
 MP0203  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 MP0203  DYNAMIC HT  -        1982.612 (meters)    6504.62  (feet)  COMP
 MP0203  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 MP0203
 MP0203  VERT ORDER  -  FIRST     CLASS II
 MP0203
 MP0203.The horizontal coordinates were scaled from a topographic map and have
 MP0203.an estimated accuracy of +/- 6 seconds.
 MP0203
 MP0203.The orthometric height was determined by differential leveling
 MP0203.and adjusted by the National Geodetic Survey in June 1991..
 MP0203.WARNING-Repeat measurements at this control monument indicate possible
 MP0203.vertical movement.
 MP0203
 MP0203.The geoid height was determined by GEOID03.
 MP0203
 MP0203.The dynamic height is computed by dividing the NAVD 88
 MP0203.geopotential number by the normal gravity value computed on the
 MP0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0203.degrees latitude (g = 980.6199 gals.).
 MP0203
 MP0203.The modeled gravity was interpolated from observed gravity values.
 MP0203
 MP0203;                    North         East    Units  Estimated Accuracy
 MP0203;SPC WYEC     -   241,920.      433,810.      MT  (+/- 180 meters Scaled)
 MP0203
 MP0203                          SUPERSEDED SURVEY CONTROL
 MP0203
 MP0203  NGVD 29 (06/08/92) 1983.135  (m)         6506.34   (f) ADJUSTED    1 2
 MP0203
 MP0203.Superseded values are not recommended for survey control.
 MP0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0203.See file dsdata.txt to determine how the superseded data were derived.
 MP0203
 MP0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG398268(NAD 83)
 MP0203_MARKER: DB = BENCH MARK DISK
 MP0203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0203_STAMPING: S 319 1947
 MP0203_MARK LOGO: CGS   
 MP0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0203+STABILITY: SURFACE MOTION
 MP0203
 MP0203  HISTORY     - Date     Condition        Report By
 MP0203  HISTORY     - 1947     MONUMENTED       CGS
 MP0203  HISTORY     - 1983     GOOD             NGS
 MP0203
 MP0203                          STATION DESCRIPTION
 MP0203
 MP0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0203'1.2 MI E FROM FORT STEELE.
 MP0203'1.2 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE ELEMENTARY
 MP0203'SCHOOL AT FORT STEELE, APPROXIMATELY 306 YARDS EAST OF A ROAD
 MP0203'CROSSING, 8.1 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK AND 1.5
 MP0203'FEET LOWER, AND SET IN A DRILL HOLE IN THE TOP OF THE NORTH END OF THE
 MP0203'WEST ABUTMENT OF RAILWAY BRIDGE 666.49.
 MP0203
 MP0203                          STATION RECOVERY (1983)
 MP0203
 MP0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0203'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.5 KM
 MP0203'(4.65 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MP0203'IN WALCOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0037 ***********************************************************************
 NR0037  DESIGNATION -  S 32
 NR0037  PID         -  NR0037
 NR0037  STATE/COUNTY-  WY/NATRONA
 NR0037  USGS QUAD   -  THE REEFS (1984)
 NR0037
 NR0037                         *CURRENT SURVEY CONTROL
 NR0037  ___________________________________________________________________
 NR0037* NAD 83(1986)-  42 59 22.     (N)    106 19 35.     (W)     SCALED    
 NR0037* NAVD 88     -      1622.264  (meters)    5322.38   (feet)  ADJUSTED  
 NR0037  ___________________________________________________________________
 NR0037  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 NR0037  DYNAMIC HT  -        1621.259 (meters)    5319.08  (feet)  COMP
 NR0037  MODELED GRAV-     979,943.8   (mgal)                       NAVD 88
 NR0037
 NR0037  VERT ORDER  -  FIRST     CLASS II
 NR0037
 NR0037.The horizontal coordinates were scaled from a topographic map and have
 NR0037.an estimated accuracy of +/- 6 seconds.
 NR0037
 NR0037.The orthometric height was determined by differential leveling
 NR0037.and adjusted by the National Geodetic Survey in June 1991..
 NR0037
 NR0037.The geoid height was determined by GEOID03.
 NR0037
 NR0037.The dynamic height is computed by dividing the NAVD 88
 NR0037.geopotential number by the normal gravity value computed on the
 NR0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0037.degrees latitude (g = 980.6199 gals.).
 NR0037
 NR0037.The modeled gravity was interpolated from observed gravity values.
 NR0037
 NR0037;                    North         East    Units  Estimated Accuracy
 NR0037;SPC WYEC     -   376,970.      482,120.      MT  (+/- 180 meters Scaled)
 NR0037
 NR0037                          SUPERSEDED SURVEY CONTROL
 NR0037
 NR0037  NGVD 29 (??/??/92) 1621.385  (m)         5319.49   (f) ADJ UNCH    1 2
 NR0037
 NR0037.Superseded values are not recommended for survey control.
 NR0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0037.See file dsdata.txt to determine how the superseded data were derived.
 NR0037
 NR0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH918604(NAD 83)
 NR0037_MARKER: DB = BENCH MARK DISK
 NR0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0037_SP_SET: CONCRETE POST
 NR0037_STAMPING: S 32 1933
 NR0037_MARK LOGO: CGS   
 NR0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0037+STABILITY: SURFACE MOTION
 NR0037
 NR0037  HISTORY     - Date     Condition        Report By
 NR0037  HISTORY     - 1933     MONUMENTED       CGS
 NR0037  HISTORY     - 1961     GOOD             USGS
 NR0037  HISTORY     - 1985     GOOD             NGS
 NR0037
 NR0037                          STATION DESCRIPTION
 NR0037
 NR0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0037'12.2 MI N FROM CASPER.
 NR0037'12.2 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT CASPER,
 NR0037'NATRONA COUNTY, 0.2 MILE SOUTH OF TWO CORRUGATED-IRON PIPE CULVERTS
 NR0037'(ONE HAS A ROCK HEAD WALL), AND 42 FEET EAST OF THE CENTER LINE OF THE
 NR0037'HIGHWAY.  A STANDARD DISK, STAMPED S 32 1933 AND SET IN THE TOP OF A
 NR0037'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- 9.25 MILES
 NR0037'NORTH ALONG U.S. HIGHWAY 87 FROM P.O. AT CASPER, TO JUNCTION WITH
 NR0037'ORMBSY ROAD.  THENCE EAST 0.3 MILES TO JUNCTION WITH ABANDONED OILED
 NR0037'ROAD.  THENCE NORTH 1.65 MILES.  42 FEET EAST OF CENTER LINE OF
 NR0037'ABANDONED OILED ROAD.
 NR0037
 NR0037                          STATION RECOVERY (1961)
 NR0037
 NR0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NR0037'RECOVERED IN GOOD CONDITION.
 NR0037
 NR0037                          STATION RECOVERY (1985)
 NR0037
 NR0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NR0037'RECOVERED IN GOOD CONDITION.  EXCEPT HIGHWAY DESCRIBED IS NOW
 NR0037'ABANDONDED. NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0128 ***********************************************************************
 MO0128  DESIGNATION -  S 320
 MO0128  PID         -  MO0128
 MO0128  STATE/COUNTY-  WY/LARAMIE
 MO0128  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0128
 MO0128                         *CURRENT SURVEY CONTROL
 MO0128  ___________________________________________________________________
 MO0128* NAD 83(1986)-  41 09 12.     (N)    104 49 14.     (W)     SCALED    
 MO0128* NAVD 88     -      1872.186  (meters)    6142.33   (feet)  ADJUSTED  
 MO0128  ___________________________________________________________________
 MO0128  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 MO0128  DYNAMIC HT  -        1870.559 (meters)    6136.99  (feet)  COMP
 MO0128  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 MO0128
 MO0128  VERT ORDER  -  FIRST     CLASS II
 MO0128
 MO0128.This mark is at Cheyenne Airport (CYS)
 MO0128
 MO0128.The horizontal coordinates were scaled from a topographic map and have
 MO0128.an estimated accuracy of +/- 6 seconds.
 MO0128
 MO0128.The orthometric height was determined by differential leveling
 MO0128.and adjusted by the National Geodetic Survey in June 1991..
 MO0128
 MO0128.The geoid height was determined by GEOID03.
 MO0128
 MO0128.The dynamic height is computed by dividing the NAVD 88
 MO0128.geopotential number by the normal gravity value computed on the
 MO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0128.degrees latitude (g = 980.6199 gals.).
 MO0128
 MO0128.The modeled gravity was interpolated from observed gravity values.
 MO0128
 MO0128;                    North         East    Units  Estimated Accuracy
 MO0128;SPC WY E     -    72,610.      229,050.      MT  (+/- 180 meters Scaled)
 MO0128
 MO0128                          SUPERSEDED SURVEY CONTROL
 MO0128
 MO0128  NGVD 29 (??/??/92) 1871.172  (m)         6139.00   (f) ADJ UNCH    1 2
 MO0128
 MO0128.Superseded values are not recommended for survey control.
 MO0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0128.See file dsdata.txt to determine how the superseded data were derived.
 MO0128
 MO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF150557(NAD 83)
 MO0128_MARKER: DB = BENCH MARK DISK
 MO0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0128_SP_SET: DISK SET VERTICALLY
 MO0128_STAMPING: S 320 1947
 MO0128_MARK LOGO: CGS   
 MO0128_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MO0128+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2004
 MO0128
 MO0128  HISTORY     - Date     Condition        Report By
 MO0128  HISTORY     - 1947     MONUMENTED       CGS
 MO0128  HISTORY     - 1969     GOOD             NGS
 MO0128  HISTORY     - 1973     GOOD             NGS
 MO0128  HISTORY     - 1983     GOOD             NGS
 MO0128  HISTORY     - 20010717 GOOD             NGS
 MO0128  HISTORY     - 20041228 GOOD             WASHGP
 MO0128
 MO0128                          STATION DESCRIPTION
 MO0128
 MO0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 MO0128'AT CHEYENNE.
 MO0128'AT CHEYENNE, AT THE CHEYENNE MUNICIPAL AIRPORT, AT 200 EAST 8TH.
 MO0128'AVENUE, AT THE OLD ADMINISTRATION BUILDING NOW OCCUPIED BY
 MO0128'SOCIAL SECURITY, AT THE MAIN SOUTH ENTRANCE, 7 FEET WEST OF THE
 MO0128'CENTER OF THE ENTRANCE DOOR, 1.8 FEET ABOVE THE CONCRETE WALK,
 MO0128'0.4 FOOT BELOW THE BRICK WALL OF THE BUILDING, SET VERTICALLY IN
 MO0128'THE CONCRETE PART OF THE SOUTH WALL OF THE BUILDING, AND IN
 MO0128'SECTION 25, TOWNSHIP 14 NORTH, RANGE 66 WEST.
 MO0128
 MO0128                          STATION RECOVERY (1973)
 MO0128
 MO0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MO0128'RECOVERED IN GOOD CONDITION.
 MO0128
 MO0128                          STATION RECOVERY (1983)
 MO0128
 MO0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0128'RECOVERED IN GOOD CONDITION.  CHANGE=THE ADMINISTRATION BUILDING TO
 MO0128'AIRPORT MAINTENANCE BUILDING.  NOTE--NOT LEVELED TO DURING THIS
 MO0128'SURVEY.
 MO0128
 MO0128                          STATION RECOVERY (2001)
 MO0128
 MO0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 MO0128'RECOVERED IN GOOD CONDITION.
 MO0128
 MO0128                          STATION RECOVERY (2004)
 MO0128
 MO0128'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL INC 2004 (PAR)
 MO0128'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL, INC. 2004 (PAR)
 MO0128'TRANSPORTATION ACCESS BY CAR MARK IS IN THE EAST 1/2 OF THE WEST 1/2
 MO0128'OF SECTION 30, TOWNSHIP 14 NORTH,  RANGE 66 WEST, 6TH P.M., 4.1 KM
 MO0128'(2.6 MI) NORTHERLY FROM THE JUNCTION OF U.S  HIGHWAY 85 AND INTERSTATE
 MO0128'HIGHWAY 80, 1.5 KM (0.9 MI) NORTHERLY OF THE WYOMING  STATE CAPITOL
 MO0128'BUILDING DOME, AT THE CHEYENNE REGIONAL AIRPORT (''AIRPORT  OFFICE
 MO0128'BUILDING'' AT 200 EAST 8TH AVENUE), IN CHEYENNE, WYOMING. FOR
 MO0128'PERMISSION TO ENTER AIRPORT PROPERTY, CONTACT MR. SCOTT HINDERMAN,
 MO0128'A.A.E.  MR. HINDERMAN IS THE AIRPORT MANAGER AND HE CAN BE CONTACTED
 MO0128'AT PHONE NO.  307-634-7071, POSTAL ADDRESS P.O. BOX 2210, 200 EAST 8TH
 MO0128'AVENUE, CHEYENNE,  WYOMING, 82003. THIS AIRPORT IS CONTROLLED ACCESS.
 MO0128' 
 MO0128'TO REACH FROM THE JUNCTION OF INTERSTATE 80 WITH U.S. HIGHWAY 85 IN
 MO0128'CHEYENNE,  WYOMING, GO NORTHERLY ALONG U.S. HIGHWAY 85 (BEING ALSO
 MO0128'NAMED CENTRAL AVENUE  AND THEN NAMED WARREN AVENUE) 4.1 KM (2.6 MI) TO
 MO0128'THE JUNCTION WITH EAST 8TH  AVENUE, AND TO THE MARK ON THE RIGHT,
 MO0128'BEING 46 METERS (150 FT) NORTHEASTERLY  OF SAID INTERSECTION.
 MO0128' 
 MO0128'MARK IS A BENCH MARK DISK, STAMPED--S320 1947--, SET VERTICALLY IN THE
 MO0128'CONCRETE  PORTION OF THE SOUTH WALL OF THE ''AIRPORT OFFICE
 MO0128'BUILDING'', 0.1 METER (0.4 FT)  BELOW THE BRICK PORTION OF SAID SOUTH
 MO0128'WALL, 2.1 METERS (7 FT) WEST OF THE CENTER  OF THE SOUTH ENTRANCE
 MO0128'DOOR, AND 0.5 METER (1.8 FT) ABOVE A CONCRETE WALK.  THE HH2 GPS =
 MO0128'N41-09-12.8, W104-49-14.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0726 ***********************************************************************
 MO0726  DESIGNATION -  S 321
 MO0726  PID         -  MO0726
 MO0726  STATE/COUNTY-  WY/ALBANY
 MO0726  USGS QUAD   -  WILCOX (1981)
 MO0726
 MO0726                         *CURRENT SURVEY CONTROL
 MO0726  ___________________________________________________________________
 MO0726* NAD 83(1986)-  41 48 48.     (N)    105 52 47.     (W)     SCALED    
 MO0726* NAVD 88     -      2059.140  (meters)    6755.70   (feet)  ADJUSTED  
 MO0726  ___________________________________________________________________
 MO0726  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 MO0726  DYNAMIC HT  -        2057.439 (meters)    6750.11  (feet)  COMP
 MO0726  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 MO0726
 MO0726  VERT ORDER  -  FIRST     CLASS II
 MO0726
 MO0726.The horizontal coordinates were scaled from a topographic map and have
 MO0726.an estimated accuracy of +/- 6 seconds.
 MO0726
 MO0726.The orthometric height was determined by differential leveling
 MO0726.and adjusted by the National Geodetic Survey in June 1991..
 MO0726
 MO0726.The geoid height was determined by GEOID03.
 MO0726
 MO0726.The dynamic height is computed by dividing the NAVD 88
 MO0726.geopotential number by the normal gravity value computed on the
 MO0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0726.degrees latitude (g = 980.6199 gals.).
 MO0726
 MO0726.The modeled gravity was interpolated from observed gravity values.
 MO0726
 MO0726;                    North         East    Units  Estimated Accuracy
 MO0726;SPC WY E     -   146,090.      140,750.      MT  (+/- 180 meters Scaled)
 MO0726
 MO0726                          SUPERSEDED SURVEY CONTROL
 MO0726
 MO0726  NGVD 29 (??/??/92) 2058.072  (m)         6752.19   (f) ADJ UNCH    1 2
 MO0726
 MO0726.Superseded values are not recommended for survey control.
 MO0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0726.See file dsdata.txt to determine how the superseded data were derived.
 MO0726
 MO0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG269294(NAD 83)
 MO0726_MARKER: DB = BENCH MARK DISK
 MO0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0726_STAMPING: S 321 1947
 MO0726_MARK LOGO: CGS   
 MO0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0726+STABILITY: SURFACE MOTION
 MO0726
 MO0726  HISTORY     - Date     Condition        Report By
 MO0726  HISTORY     - 1947     MONUMENTED       CGS
 MO0726  HISTORY     - 1983     GOOD             NGS
 MO0726
 MO0726                          STATION DESCRIPTION
 MO0726
 MO0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0726'9 MI NE FROM ROCK RIVER.
 MO0726'2.9 MILES NORTH ALONG U.S. HIGWAY NO. 30 FROM THE HIGH SCHOOL
 MO0726'AT ROCK RIVER, THENCE 6.1 MILES EAST AND NORTHEAST ALONG A GRAVEL
 MO0726'ROAD, 184.0 FEET EAST OF THE APPROXIMATE CENTER OF THE JUNCTION
 MO0726'OF THE MAIN ROAD AND A ONE TRACK DIRT ROAD LEADING SOUTH,
 MO0726'130.0 FEET SOUTHEAST OF THE CENTER OF AN IRON CATTLE GUARD
 MO0726'WHICH IS ACROSS THE MAIN ROAD, 75.0 FEET WEST OF THE APPROXIMATE
 MO0726'CENTER OF THE GRADED BED OF AN OLD ABANDONED ROAD, 12.5 FEET
 MO0726'NORTHWEST OF A FENCE CORNER POST, 3.5 FEET NORTHWEST OF A
 MO0726'REFERENCE POST, SET IN A CONCRETE POST ABOUT 2 FEET BELOW THE
 MO0726'ROAD AND PROJECTING 0.8 FOOT.
 MO0726
 MO0726                          STATION RECOVERY (1983)
 MO0726
 MO0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0726'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0021 ***********************************************************************
 MP0021  DESIGNATION -  S 322
 MP0021  PID         -  MP0021
 MP0021  STATE/COUNTY-  WY/CARBON
 MP0021  USGS QUAD   -  COMO EAST (1971)
 MP0021
 MP0021                         *CURRENT SURVEY CONTROL
 MP0021  ___________________________________________________________________
 MP0021* NAD 83(1986)-  41 53 18.     (N)    106 16 14.     (W)     SCALED    
 MP0021* NAVD 88     -      2011.438  (meters)    6599.19   (feet)  ADJUSTED  
 MP0021  ___________________________________________________________________
 MP0021  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 MP0021  DYNAMIC HT  -        2009.713 (meters)    6593.53  (feet)  COMP
 MP0021  MODELED GRAV-     979,693.8   (mgal)                       NAVD 88
 MP0021
 MP0021  VERT ORDER  -  FIRST     CLASS II
 MP0021
 MP0021.The horizontal coordinates were scaled from a topographic map and have
 MP0021.an estimated accuracy of +/- 6 seconds.
 MP0021
 MP0021.The orthometric height was determined by differential leveling
 MP0021.and adjusted by the National Geodetic Survey in June 1991..
 MP0021
 MP0021.The geoid height was determined by GEOID03.
 MP0021
 MP0021.The dynamic height is computed by dividing the NAVD 88
 MP0021.geopotential number by the normal gravity value computed on the
 MP0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0021.degrees latitude (g = 980.6199 gals.).
 MP0021
 MP0021.The modeled gravity was interpolated from observed gravity values.
 MP0021
 MP0021;                    North         East    Units  Estimated Accuracy
 MP0021;SPC WYEC     -   254,720.      488,200.      MT  (+/- 180 meters Scaled)
 MP0021
 MP0021                          SUPERSEDED SURVEY CONTROL
 MP0021
 MP0021  NGVD 29 (??/??/92) 2010.277  (m)         6595.38   (f) ADJ UNCH    1 2
 MP0021
 MP0021.Superseded values are not recommended for survey control.
 MP0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0021.See file dsdata.txt to determine how the superseded data were derived.
 MP0021
 MP0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG945381(NAD 83)
 MP0021_MARKER: DB = BENCH MARK DISK
 MP0021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0021_STAMPING: S 322 1947
 MP0021_MARK LOGO: CGS   
 MP0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0021+STABILITY: SURFACE MOTION
 MP0021
 MP0021  HISTORY     - Date     Condition        Report By
 MP0021  HISTORY     - 1947     MONUMENTED       CGS
 MP0021  HISTORY     - 1971     GOOD             USGS
 MP0021  HISTORY     - 1983     GOOD             NGS
 MP0021
 MP0021                          STATION DESCRIPTION
 MP0021
 MP0021'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 MP0021'3.6 MI W FROM MEDICINE BOW.
 MP0021'3.6 MILES WEST ALONG THE OLD UNION PACIFIC RAILROAD GRADE FROM THE
 MP0021'STATION AT MEDICINE BOW, AT THE WEST STONE ABUTMENT OF AN OLD BRIDGE,
 MP0021'12 FEET NORTH OF THE CENTER OF THE ABUTMENT AND 5 FEET SOUTH OF THE
 MP0021'NORTH END OF THE ABUTMENT, ABOUT 3 FEET BELOW THE TOP OF THE ABUTMENT.
 MP0021'A BRASS CAP STAMPED S 322 1947.
 MP0021
 MP0021                          STATION RECOVERY (1983)
 MP0021
 MP0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0021'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.  A
 MP0021'NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI) WEST ALONG THE UNION PACIFIC
 MP0021'RAILROAD FROM THE STATION IN MEDICINE BOW, THENCE 2.7 KM (1.7 MI)
 MP0021'SOUTHWESTERLY ALONG THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0182 ***********************************************************************
 MP0182  DESIGNATION -  S 323
 MP0182  PID         -  MP0182
 MP0182  STATE/COUNTY-  WY/CARBON
 MP0182  USGS QUAD   -  DANA (1982)
 MP0182
 MP0182                         *CURRENT SURVEY CONTROL
 MP0182  ___________________________________________________________________
 MP0182* NAD 83(1986)-  41 49 56.     (N)    106 38 46.     (W)     SCALED    
 MP0182* NAVD 88     -      2111.119  (meters)    6926.23   (feet)  ADJUSTED  
 MP0182  ___________________________________________________________________
 MP0182  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 MP0182  DYNAMIC HT  -        2109.199 (meters)    6919.93  (feet)  COMP
 MP0182  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 MP0182
 MP0182  VERT ORDER  -  FIRST     CLASS II
 MP0182
 MP0182.The horizontal coordinates were scaled from a topographic map and have
 MP0182.an estimated accuracy of +/- 6 seconds.
 MP0182
 MP0182.The orthometric height was determined by differential leveling
 MP0182.and adjusted by the National Geodetic Survey in June 1991..
 MP0182
 MP0182.The geoid height was determined by GEOID03.
 MP0182
 MP0182.The dynamic height is computed by dividing the NAVD 88
 MP0182.geopotential number by the normal gravity value computed on the
 MP0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0182.degrees latitude (g = 980.6199 gals.).
 MP0182
 MP0182.The modeled gravity was interpolated from observed gravity values.
 MP0182
 MP0182;                    North         East    Units  Estimated Accuracy
 MP0182;SPC WYEC     -   248,170.      457,080.      MT  (+/- 180 meters Scaled)
 MP0182
 MP0182                          SUPERSEDED SURVEY CONTROL
 MP0182
 MP0182  NGVD 29 (06/08/92) 2109.843  (m)         6922.04   (f) ADJUSTED    1 2
 MP0182
 MP0182.Superseded values are not recommended for survey control.
 MP0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0182.See file dsdata.txt to determine how the superseded data were derived.
 MP0182
 MP0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG633324(NAD 83)
 MP0182_MARKER: DB = BENCH MARK DISK
 MP0182_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0182_STAMPING: S 323 1947
 MP0182_MARK LOGO: CGS   
 MP0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0182+STABILITY: SURFACE MOTION
 MP0182
 MP0182  HISTORY     - Date     Condition        Report By
 MP0182  HISTORY     - 1947     MONUMENTED       CGS
 MP0182  HISTORY     - 1983     GOOD             NGS
 MP0182
 MP0182                          STATION DESCRIPTION
 MP0182
 MP0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0182'5.15 MI W FROM HANNA.
 MP0182'5.15 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0182'HANNA, 0.3 MILE WEST OF THE TELEPHONE BOOTH AT PERCY SIDING, 12
 MP0182'TELEPHONE POLES WEST OF MILE POST NO.648, 41.3 FEET NORTH OF THE NORTH
 MP0182'RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE TRACKS, SET IN THE TOP
 MP0182'OF AND 1.0 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF
 MP0182'RAILROAD CULVERT NO.648.27, ABOUT 8 FEET BELOW THE TRACKS.
 MP0182
 MP0182                          STATION RECOVERY (1983)
 MP0182
 MP0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0182'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.3 KM
 MP0182'(5.15 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MP0182'IN HANNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0182 ***********************************************************************
 OW0182  DESIGNATION -  S 326
 OW0182  PID         -  OW0182
 OW0182  STATE/COUNTY-  WY/WASHAKIE
 OW0182  USGS QUAD   -  KIRBY (1985)
 OW0182
 OW0182                         *CURRENT SURVEY CONTROL
 OW0182  ___________________________________________________________________
 OW0182* NAD 83(1986)-  43 51 57.     (N)    108 09 18.     (W)     SCALED    
 OW0182* NAVD 88     -      1287.677  (meters)    4224.65   (feet)  ADJUSTED  
 OW0182  ___________________________________________________________________
 OW0182  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 OW0182  DYNAMIC HT  -        1287.027 (meters)    4222.52  (feet)  COMP
 OW0182  MODELED GRAV-     980,070.6   (mgal)                       NAVD 88
 OW0182  OBS GRAVITY -     980,071.0   (mgal)                       GRAV_OBS
 OW0182
 OW0182  VERT ORDER  -  FIRST     CLASS II
 OW0182
 OW0182.The horizontal coordinates were scaled from a topographic map and have
 OW0182.an estimated accuracy of +/- 6 seconds.
 OW0182
 OW0182.The orthometric height was determined by differential leveling
 OW0182.and adjusted by the National Geodetic Survey in June 1991..
 OW0182
 OW0182.The geoid height was determined by GEOID03.
 OW0182
 OW0182.The dynamic height is computed by dividing the NAVD 88
 OW0182.geopotential number by the normal gravity value computed on the
 OW0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0182.degrees latitude (g = 980.6199 gals.).
 OW0182
 OW0182.The modeled gravity was interpolated from observed gravity values.
 OW0182.The observed gravity was obtained from relative gravimeter ties
 OW0182.to the IGSN71 gravity network.
 OW0182
 OW0182;                    North         East    Units  Estimated Accuracy
 OW0182;SPC WYEC     -   474,170.      333,950.      MT  (+/- 180 meters Scaled)
 OW0182
 OW0182                          SUPERSEDED SURVEY CONTROL
 OW0182
 OW0182  NGVD 29 (06/08/92) 1286.852  (m)         4221.95   (f) ADJUSTED    1 2
 OW0182
 OW0182.Superseded values are not recommended for survey control.
 OW0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0182.See file dsdata.txt to determine how the superseded data were derived.
 OW0182
 OW0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP286609(NAD 83)
 OW0182_MARKER: DB = BENCH MARK DISK
 OW0182_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OW0182_SP_SET: ABUTMENT
 OW0182_STAMPING: S 326 1982
 OW0182_MARK LOGO: NGS   
 OW0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0182+STABILITY: POSITION/ELEVATION WELL
 OW0182
 OW0182  HISTORY     - Date     Condition        Report By
 OW0182  HISTORY     - 1982     MONUMENTED       NGS
 OW0182
 OW0182                          STATION DESCRIPTION
 OW0182
 OW0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0182'24.2 KM (15.05 MI) SW FROM WORLAND.
 OW0182'24.1 KM (15.05 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 OW0182'JUNCTION WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, IN
 OW0182'TOP OF AND 1.8 METERS (5.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 OW0182'NORTHEAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF COTTONWOOD
 OW0182'CREEK AND 5.8 METERS (19.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 OW0182'HIGHWAY.
 OW0182'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0213 ***********************************************************************
 OW0213  DESIGNATION -  S 327
 OW0213  PID         -  OW0213
 OW0213  STATE/COUNTY-  WY/HOT SPRINGS
 OW0213  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0213
 OW0213                         *CURRENT SURVEY CONTROL
 OW0213  ___________________________________________________________________
 OW0213* NAD 83(1986)-  43 31 10.     (N)    108 10 48.     (W)     SCALED    
 OW0213* NAVD 88     -      1388.725  (meters)    4556.18   (feet)  ADJUSTED  
 OW0213  ___________________________________________________________________
 OW0213  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 OW0213  DYNAMIC HT  -        1387.954 (meters)    4553.65  (feet)  COMP
 OW0213  MODELED GRAV-     980,016.7   (mgal)                       NAVD 88
 OW0213
 OW0213  VERT ORDER  -  FIRST     CLASS II
 OW0213
 OW0213.The horizontal coordinates were scaled from a topographic map and have
 OW0213.an estimated accuracy of +/- 6 seconds.
 OW0213
 OW0213.The orthometric height was determined by differential leveling
 OW0213.and adjusted by the National Geodetic Survey in June 1991..
 OW0213
 OW0213.The geoid height was determined by GEOID03.
 OW0213
 OW0213.The dynamic height is computed by dividing the NAVD 88
 OW0213.geopotential number by the normal gravity value computed on the
 OW0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0213.degrees latitude (g = 980.6199 gals.).
 OW0213
 OW0213.The modeled gravity was interpolated from observed gravity values.
 OW0213
 OW0213;                    North         East    Units  Estimated Accuracy
 OW0213;SPC WYWC     -   335,520.      646,080.      MT  (+/- 180 meters Scaled)
 OW0213
 OW0213                          SUPERSEDED SURVEY CONTROL
 OW0213
 OW0213  NGVD 29 (06/08/92) 1387.844  (m)         4553.28   (f) ADJUSTED    1 2
 OW0213
 OW0213.Superseded values are not recommended for survey control.
 OW0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0213.See file dsdata.txt to determine how the superseded data were derived.
 OW0213
 OW0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP279223(NAD 83)
 OW0213_MARKER: DB = BENCH MARK DISK
 OW0213_SETTING: 66 = SET IN ROCK OUTCROP
 OW0213_SP_SET: ROCK OUTCROP
 OW0213_STAMPING: S 327 1982
 OW0213_MARK LOGO: NGS   
 OW0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0213+STABILITY: POSITION/ELEVATION WELL
 OW0213
 OW0213  HISTORY     - Date     Condition        Report By
 OW0213  HISTORY     - 1982     MONUMENTED       NGS
 OW0213
 OW0213                          STATION DESCRIPTION
 OW0213
 OW0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0213'16.2 KM (10.05 MI) SOUT FROM THERMOPOLIS.
 OW0213'16.2 KM (10.05 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0213'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 0.7 KM (0.45 MI) NORTH OF
 OW0213'MILEPOST 122 AND 13.6 METERS (44.6 FT) SOUTHEAST OF THE CENTERLINE OF
 OW0213'THE HIGHWAY.
 OW0213'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 OW0213'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0257 ***********************************************************************
 PX0257  DESIGNATION -  S 328
 PX0257  PID         -  PX0257
 PX0257  STATE/COUNTY-  WY/BIG HORN
 PX0257  USGS QUAD   -  LOVELL (1978)
 PX0257
 PX0257                         *CURRENT SURVEY CONTROL
 PX0257  ___________________________________________________________________
 PX0257* NAD 83(1986)-  44 51 44.     (N)    108 26 46.     (W)     SCALED    
 PX0257* NAVD 88     -      1204.119  (meters)    3950.51   (feet)  ADJUSTED  
 PX0257  ___________________________________________________________________
 PX0257  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 PX0257  DYNAMIC HT  -        1203.666 (meters)    3949.03  (feet)  COMP
 PX0257  MODELED GRAV-     980,199.9   (mgal)                       NAVD 88
 PX0257  OBS GRAVITY -     980,196.0   (mgal)                       GRAV_OBS
 PX0257
 PX0257  VERT ORDER  -  FIRST     CLASS II
 PX0257
 PX0257.The horizontal coordinates were scaled from a topographic map and have
 PX0257.an estimated accuracy of +/- 6 seconds.
 PX0257
 PX0257.The orthometric height was determined by differential leveling
 PX0257.and adjusted by the National Geodetic Survey in June 1991..
 PX0257
 PX0257.The geoid height was determined by GEOID03.
 PX0257
 PX0257.The dynamic height is computed by dividing the NAVD 88
 PX0257.geopotential number by the normal gravity value computed on the
 PX0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0257.degrees latitude (g = 980.6199 gals.).
 PX0257
 PX0257.The modeled gravity was interpolated from observed gravity values.
 PX0257.The observed gravity was obtained from relative gravimeter ties
 PX0257.to the IGSN71 gravity network.
 PX0257
 PX0257;                    North         East    Units  Estimated Accuracy
 PX0257;SPC WYEC     -   585,160.      312,060.      MT  (+/- 180 meters Scaled)
 PX0257
 PX0257                          SUPERSEDED SURVEY CONTROL
 PX0257
 PX0257  NGVD 29 (06/08/92) 1203.264  (m)         3947.71   (f) ADJUSTED    1 2
 PX0257
 PX0257.Superseded values are not recommended for survey control.
 PX0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0257.See file dsdata.txt to determine how the superseded data were derived.
 PX0257
 PX0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ017708(NAD 83)
 PX0257_MARKER: I = METAL ROD
 PX0257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0257_SP_SET: STAINLESS STEEL ROD
 PX0257_STAMPING: S 328 1982
 PX0257_MARK LOGO: NGS   
 PX0257_PROJECTION: FLUSH
 PX0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0257_ROD/PIPE-DEPTH: 6.1  meters
 PX0257
 PX0257  HISTORY     - Date     Condition        Report By
 PX0257  HISTORY     - 1982     MONUMENTED       NGS
 PX0257
 PX0257                          STATION DESCRIPTION
 PX0257
 PX0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0257'6.5 KM (4.05 MI) NW FROM LOVELL.
 PX0257'6.5 KM (4.05 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0257'JUNCTION WITH NEVADA STREET IN LOVELL, 0.6 KM (0.35 MI) SOUTHEAST OF
 PX0257'MILEPOST 241, 22.3 METERS (73.2 FT) SOUTHEAST OF THE CENTER OF A FIELD
 PX0257'ENTRANCE AND 16.7 METERS (54.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PX0257'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0257'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PX0257'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0288 ***********************************************************************
 PX0288  DESIGNATION -  S 329
 PX0288  PID         -  PX0288
 PX0288  STATE/COUNTY-  WY/BIG HORN
 PX0288  USGS QUAD   -  SHEEP CANYON (1966)
 PX0288
 PX0288                         *CURRENT SURVEY CONTROL
 PX0288  ___________________________________________________________________
 PX0288* NAD 83(1986)-  44 30 34.     (N)    108 07 34.     (W)     SCALED    
 PX0288* NAVD 88     -      1214.060  (meters)    3983.13   (feet)  ADJUSTED  
 PX0288  ___________________________________________________________________
 PX0288  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PX0288  DYNAMIC HT  -        1213.555 (meters)    3981.47  (feet)  COMP
 PX0288  MODELED GRAV-     980,160.1   (mgal)                       NAVD 88
 PX0288  OBS GRAVITY -     980,162.3   (mgal)                       GRAV_OBS
 PX0288
 PX0288  VERT ORDER  -  FIRST     CLASS II
 PX0288
 PX0288.The horizontal coordinates were scaled from a topographic map and have
 PX0288.an estimated accuracy of +/- 6 seconds.
 PX0288
 PX0288.The orthometric height was determined by differential leveling
 PX0288.and adjusted by the National Geodetic Survey in June 1991..
 PX0288
 PX0288.The geoid height was determined by GEOID03.
 PX0288
 PX0288.The dynamic height is computed by dividing the NAVD 88
 PX0288.geopotential number by the normal gravity value computed on the
 PX0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0288.degrees latitude (g = 980.6199 gals.).
 PX0288
 PX0288.The modeled gravity was interpolated from observed gravity values.
 PX0288.The observed gravity was obtained from relative gravimeter ties
 PX0288.to the IGSN71 gravity network.
 PX0288
 PX0288;                    North         East    Units  Estimated Accuracy
 PX0288;SPC WYEC     -   545,660.      336,970.      MT  (+/- 180 meters Scaled)
 PX0288
 PX0288                          SUPERSEDED SURVEY CONTROL
 PX0288
 PX0288  NGVD 29 (06/08/92) 1213.244  (m)         3980.45   (f) ADJUSTED    1 2
 PX0288
 PX0288.Superseded values are not recommended for survey control.
 PX0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0288.See file dsdata.txt to determine how the superseded data were derived.
 PX0288
 PX0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ284324(NAD 83)
 PX0288_MARKER: I = METAL ROD
 PX0288_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0288_SP_SET: STAINLESS STEEL ROD
 PX0288_STAMPING: S 329 1982
 PX0288_MARK LOGO: NGS   
 PX0288_PROJECTION: FLUSH
 PX0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0288_ROD/PIPE-DEPTH: 3.6  meters
 PX0288
 PX0288  HISTORY     - Date     Condition        Report By
 PX0288  HISTORY     - 1982     MONUMENTED       NGS
 PX0288
 PX0288                          STATION DESCRIPTION
 PX0288
 PX0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0288'44.3 KM (27.5 MI) SE FROM LOVELL.
 PX0288'43.8 KM (27.2 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0288'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 0.5 KM (0.3 MI)
 PX0288'SOUTHERLY ALONG U. S. HIGHWAY 20 AND 14.6 METERS (47.9 FT) SOUTH OF
 PX0288'THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 PX0288'THROUGH A 5-INCH LOGO CAP.
 PX0288'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 PX0288'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0003 ***********************************************************************
 OV0003  DESIGNATION -  S 33
 OV0003  PID         -  OV0003
 OV0003  STATE/COUNTY-  WY/JOHNSON
 OV0003  USGS QUAD   -  LINCH (1973)
 OV0003
 OV0003                         *CURRENT SURVEY CONTROL
 OV0003  ___________________________________________________________________
 OV0003* NAD 83(1986)-  43 32 10.     (N)    106 10 20.     (W)     SCALED    
 OV0003* NAVD 88     -      1654.346  (meters)    5427.63   (feet)  ADJUSTED  
 OV0003  ___________________________________________________________________
 OV0003  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 OV0003  DYNAMIC HT  -        1653.395 (meters)    5424.51  (feet)  COMP
 OV0003  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 OV0003  OBS GRAVITY -     979,985.9   (mgal)                       GRAV_OBS
 OV0003
 OV0003  VERT ORDER  -  FIRST     CLASS II
 OV0003
 OV0003.The horizontal coordinates were scaled from a topographic map and have
 OV0003.an estimated accuracy of +/- 6 seconds.
 OV0003
 OV0003.The orthometric height was determined by differential leveling
 OV0003.and adjusted by the National Geodetic Survey in June 1991..
 OV0003
 OV0003.The geoid height was determined by GEOID03.
 OV0003
 OV0003.The dynamic height is computed by dividing the NAVD 88
 OV0003.geopotential number by the normal gravity value computed on the
 OV0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0003.degrees latitude (g = 980.6199 gals.).
 OV0003
 OV0003.The modeled gravity was interpolated from observed gravity values.
 OV0003.The observed gravity was obtained from relative gravimeter ties
 OV0003.to the IGSN71 gravity network.
 OV0003
 OV0003;                    North         East    Units  Estimated Accuracy
 OV0003;SPC WYEC     -   437,870.      493,850.      MT  (+/- 180 meters Scaled)
 OV0003
 OV0003                          SUPERSEDED SURVEY CONTROL
 OV0003
 OV0003  NGVD 29 (??/??/92) 1653.502  (m)         5424.86   (f) ADJ UNCH    1 2
 OV0003
 OV0003.Superseded values are not recommended for survey control.
 OV0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0003.See file dsdata.txt to determine how the superseded data were derived.
 OV0003
 OV0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ052210(NAD 83)
 OV0003_MARKER: DB = BENCH MARK DISK
 OV0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0003_STAMPING: S 33 1933
 OV0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0003+STABILITY: SURFACE MOTION
 OV0003
 OV0003  HISTORY     - Date     Condition        Report By
 OV0003  HISTORY     - 1933     MONUMENTED       CGS
 OV0003  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0003
 OV0003                          STATION DESCRIPTION
 OV0003
 OV0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0003'14.4 MI NE FROM MIDWEST.
 OV0003'IN JOHNSON COUNTY, 14.4 MILES NORTHEAST ALONG THE PINE TREE ROAD (OLD
 OV0003'STATE HIGHWAY 316) FROM THE AMERICAN LEGION SQUARE AT MIDWEST, NATRONA
 OV0003'COUNTY, 1.5 MILES WEST OF MEADOW CREEK, AT THE TOP OF A LONG HILL THAT
 OV0003'RISES FROM THE EAST, AND 29 FEET EAST OF THE CENTER LINE OF THE ROAD.
 OV0003'A STANDARD DISK, STAMPED S 33 1933 AND SET IN THE TOP OF A CONCRETE
 OV0003'POST PROJECTING 6 INCHES ABOVE GROUND.
 OV0003
 OV0003                          STATION RECOVERY (1985)
 OV0003
 OV0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0003'NOT RECOVERED.  BENCH MARK IS AVAILABLE ONLY THRU LOCKED GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0234 ***********************************************************************
 OW0234  DESIGNATION -  S 330
 OW0234  PID         -  OW0234
 OW0234  STATE/COUNTY-  WY/FREMONT
 OW0234  USGS QUAD   -  SHOSHONI (1951)
 OW0234
 OW0234                         *CURRENT SURVEY CONTROL
 OW0234  ___________________________________________________________________
 OW0234* NAD 83(1986)-  43 13 59.     (N)    108 03 49.     (W)     SCALED    
 OW0234* NAVD 88     -      1487.469  (meters)    4880.14   (feet)  ADJUSTED  
 OW0234  ___________________________________________________________________
 OW0234  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 OW0234  DYNAMIC HT  -        1486.529 (meters)    4877.05  (feet)  COMP
 OW0234  MODELED GRAV-     979,937.3   (mgal)                       NAVD 88
 OW0234
 OW0234  VERT ORDER  -  FIRST     CLASS II
 OW0234
 OW0234.The horizontal coordinates were scaled from a topographic map and have
 OW0234.an estimated accuracy of +/- 6 seconds.
 OW0234
 OW0234.The orthometric height was determined by differential leveling
 OW0234.and adjusted by the National Geodetic Survey in June 1991..
 OW0234
 OW0234.The geoid height was determined by GEOID03.
 OW0234
 OW0234.The dynamic height is computed by dividing the NAVD 88
 OW0234.geopotential number by the normal gravity value computed on the
 OW0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0234.degrees latitude (g = 980.6199 gals.).
 OW0234
 OW0234.The modeled gravity was interpolated from observed gravity values.
 OW0234
 OW0234;                    North         East    Units  Estimated Accuracy
 OW0234;SPC WYWC     -   303,770.      655,750.      MT  (+/- 180 meters Scaled)
 OW0234
 OW0234                          SUPERSEDED SURVEY CONTROL
 OW0234
 OW0234  NGVD 29 (06/08/92) 1486.497  (m)         4876.95   (f) ADJUSTED    1 2
 OW0234
 OW0234.Superseded values are not recommended for survey control.
 OW0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0234.See file dsdata.txt to determine how the superseded data were derived.
 OW0234
 OW0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN384908(NAD 83)
 OW0234_MARKER: I = METAL ROD
 OW0234_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OW0234+WITH SETTING: INFORMATION.
 OW0234_SP_SET: SHALLOW SET METAL ROD
 OW0234_STAMPING: S 330 1982
 OW0234_MARK LOGO: NGS   
 OW0234_PROJECTION: FLUSH
 OW0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0234_ROD/PIPE-DEPTH: 2.4  meters
 OW0234
 OW0234  HISTORY     - Date     Condition        Report By
 OW0234  HISTORY     - 1982     MONUMENTED       NGS
 OW0234
 OW0234                          STATION DESCRIPTION
 OW0234
 OW0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0234'4.0 KM (2.5 MI) EAST FROM SHOSHONI.
 OW0234'4.0 KM (2.5 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OW0234'U. S. HIGHWAY 26 IN SHOSHONI, 0.7 KM (0.45 MI) EAST OF MILEPOST 98 AND
 OW0234'45.4 METERS (148.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 OW0234'NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS
 OW0234'THROUGH A 5-INCH LOGO CAP.
 OW0234'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OW0234'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0229 ***********************************************************************
 OV0229  DESIGNATION -  S 331
 OV0229  PID         -  OV0229
 OV0229  STATE/COUNTY-  WY/FREMONT
 OV0229  USGS QUAD   -  MADDEN (1952)
 OV0229
 OV0229                         *CURRENT SURVEY CONTROL
 OV0229  ___________________________________________________________________
 OV0229* NAD 83(1986)-  43 08 24.     (N)    107 34 33.     (W)     SCALED    
 OV0229* NAVD 88     -      1724.024  (meters)    5656.24   (feet)  ADJUSTED  
 OV0229  ___________________________________________________________________
 OV0229  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 OV0229  DYNAMIC HT  -        1722.854 (meters)    5652.40  (feet)  COMP
 OV0229  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 OV0229
 OV0229  VERT ORDER  -  FIRST     CLASS II
 OV0229
 OV0229.The horizontal coordinates were scaled from a topographic map and have
 OV0229.an estimated accuracy of +/- 6 seconds.
 OV0229
 OV0229.The orthometric height was determined by differential leveling
 OV0229.and adjusted by the National Geodetic Survey in June 1991..
 OV0229
 OV0229.The geoid height was determined by GEOID03.
 OV0229
 OV0229.The dynamic height is computed by dividing the NAVD 88
 OV0229.geopotential number by the normal gravity value computed on the
 OV0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0229.degrees latitude (g = 980.6199 gals.).
 OV0229
 OV0229.The modeled gravity was interpolated from observed gravity values.
 OV0229
 OV0229;                    North         East    Units  Estimated Accuracy
 OV0229;SPC WYWC     -   293,880.      695,520.      MT  (+/- 180 meters Scaled)
 OV0229
 OV0229                          SUPERSEDED SURVEY CONTROL
 OV0229
 OV0229  NGVD 29 (06/08/92) 1722.995  (m)         5652.86   (f) ADJUSTED    1 2
 OV0229
 OV0229.Superseded values are not recommended for survey control.
 OV0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0229.See file dsdata.txt to determine how the superseded data were derived.
 OV0229
 OV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH905795(NAD 83)
 OV0229_MARKER: I = METAL ROD
 OV0229_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0229_SP_SET: STAINLESS STEEL ROD
 OV0229_STAMPING: S 331 1982
 OV0229_MARK LOGO: NGS   
 OV0229_PROJECTION: FLUSH
 OV0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0229_ROD/PIPE-DEPTH: 8.5  meters
 OV0229
 OV0229  HISTORY     - Date     Condition        Report By
 OV0229  HISTORY     - 1982     MONUMENTED       NGS
 OV0229
 OV0229                          STATION DESCRIPTION
 OV0229
 OV0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0229'33.3 KM (20.65 MI) WEST FROM WALTMAN.
 OV0229'33.3 KM (20.65 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0229'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 1.0 KM (0.6 MI) EAST OF
 OV0229'MILEPOST 72, 27.4 METERS (89.9 FT) SOUTH OF THE CENTERLINE OF THE
 OV0229'HIGHWAY AND 13.1 METERS (43.0 FT) SOUTHWEST OF THE SOUTH END OF A
 OV0229'METAL PIPE CULVERT.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 OV0229'5-INCH LOGO CAP.
 OV0229'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OV0229'THE MARK IS 2.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0282 ***********************************************************************
 NR0282  DESIGNATION -  S 332
 NR0282  PID         -  NR0282
 NR0282  STATE/COUNTY-  WY/NATRONA
 NR0282  USGS QUAD   -  INDEPENDENCE ROCK (1981)
 NR0282
 NR0282                         *CURRENT SURVEY CONTROL
 NR0282  ___________________________________________________________________
 NR0282* NAD 83(1993)-  42 29 33.41004(N)    107 08 16.78067(W)     ADJUSTED  
 NR0282* NAVD 88     -      1796.590  (meters)    5894.31   (feet)  ADJUSTED  
 NR0282  ___________________________________________________________________
 NR0282  X           -  -1,388,364.712 (meters)                     COMP
 NR0282  Y           -  -4,502,324.406 (meters)                     COMP
 NR0282  Z           -   4,287,315.127 (meters)                     COMP
 NR0282  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 NR0282  ELLIP HEIGHT-        1784.39  (meters)          (02/28/01) GPS OBS
 NR0282  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 NR0282  DYNAMIC HT  -        1795.376 (meters)    5890.33  (feet)  COMP
 NR0282  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 NR0282
 NR0282  HORZ ORDER  -  A
 NR0282  VERT ORDER  -  FIRST     CLASS II
 NR0282  ELLP ORDER  -  SECOND    CLASS I
 NR0282
 NR0282.The horizontal coordinates were established by GPS observations
 NR0282.and adjusted by the National Geodetic Survey in February 2001..
 NR0282
 NR0282.The orthometric height was determined by differential leveling
 NR0282.and adjusted by the National Geodetic Survey in June 1991..
 NR0282
 NR0282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NR0282
 NR0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0282
 NR0282.The ellipsoidal height was determined by GPS observations
 NR0282.and is referenced to NAD 83.
 NR0282
 NR0282.The geoid height was determined by GEOID03.
 NR0282
 NR0282.The dynamic height is computed by dividing the NAVD 88
 NR0282.geopotential number by the normal gravity value computed on the
 NR0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0282.degrees latitude (g = 980.6199 gals.).
 NR0282
 NR0282.The modeled gravity was interpolated from observed gravity values.
 NR0282
 NR0282;                    North         East     Units Scale Factor Converg.
 NR0282;SPC WYEC     -   321,311.388   416,057.537   MT  0.99994067   +0 07 55.0
 NR0282;UTM  13      - 4,706,687.775   324,304.939   MT  0.99997981   -1 26 40.5
 NR0282
 NR0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0282!SPC WYEC     -   0.99972023  x   0.99994067  =   0.99966091
 NR0282!UTM  13      -   0.99972023  x   0.99997981  =   0.99970004
 NR0282
 NR0282                          SUPERSEDED SURVEY CONTROL
 NR0282
 NR0282  NAVD 88 (02/28/01) 1796.59   (m)         5894.3    (f) LEVELING    3  
 NR0282  NGVD 29 (06/08/92) 1795.666  (m)         5891.28   (f) ADJUSTED    1 2
 NR0282
 NR0282.Superseded values are not recommended for survey control.
 NR0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0282.See file dsdata.txt to determine how the superseded data were derived.
 NR0282
 NR0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH2430506688(NAD 83)
 NR0282_MARKER: I = METAL ROD
 NR0282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0282_SP_SET: STAINLESS STEEL ROD
 NR0282_STAMPING: S 332 1982
 NR0282_MARK LOGO: NGS   
 NR0282_PROJECTION: FLUSH
 NR0282_MAGNETIC: I = MARKER IS A STEEL ROD
 NR0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NR0282+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1999
 NR0282_ROD/PIPE-DEPTH: 8.2  meters
 NR0282
 NR0282  HISTORY     - Date     Condition        Report By
 NR0282  HISTORY     - 1982     MONUMENTED       NGS
 NR0282  HISTORY     - 19990902 GOOD             BLM
 NR0282
 NR0282                          STATION DESCRIPTION
 NR0282
 NR0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0282'29.9 KM (18.55 MI) NE FROM MUDDY GAP.
 NR0282'29.9 KM (18.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0282'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0282'0.4 KM (0.25 MI) SOUTH OF MILEPOST 63, 45.4 METERS (148.9 FT) EAST OF
 NR0282'THE CENTERLINE OF THE HIGHWAY, 15.2 METERS (49.9 FT) SOUTH OF THE
 NR0282'CENTER OF A PAVED ROAD LEADING INTO THE INDEPENDENCE ROCK STATE
 NR0282'HISTORICAL SITE AND REST AREA.  NOTE, ACCESS TO THE DATUM POINT IS
 NR0282'THROUGH A 5-INCH LOGO CAP.
 NR0282'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 NR0282'THE MARK IS 2.5 M BELOW THE HIGHWAY.
 NR0282
 NR0282                          STATION RECOVERY (1999)
 NR0282
 NR0282'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1999 (MDL)
 NR0282'RECOVERED IN GOOD CONDITION AT THE SOUTHWEST ENTRANCE TO THE
 NR0282'INDEPENDENCE ROCK REST AREA AND STATE HISTORICAL SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0427 ***********************************************************************
 PW0427  DESIGNATION -  S 333
 PW0427  PID         -  PW0427
 PW0427  STATE/COUNTY-  WY/BIG HORN
 PW0427  USGS QUAD   -  RAIRDEN (1978)
 PW0427
 PW0427                         *CURRENT SURVEY CONTROL
 PW0427  ___________________________________________________________________
 PW0427* NAD 83(1986)-  44 11 26.     (N)    107 54 12.     (W)     SCALED    
 PW0427* NAVD 88     -      1203.201  (meters)    3947.50   (feet)  ADJUSTED  
 PW0427  ___________________________________________________________________
 PW0427  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 PW0427  DYNAMIC HT  -        1202.668 (meters)    3945.75  (feet)  COMP
 PW0427  MODELED GRAV-     980,134.3   (mgal)                       NAVD 88
 PW0427
 PW0427  VERT ORDER  -  FIRST     CLASS II
 PW0427
 PW0427.The horizontal coordinates were scaled from a topographic map and have
 PW0427.an estimated accuracy of +/- 6 seconds.
 PW0427
 PW0427.The orthometric height was determined by differential leveling
 PW0427.and adjusted by the National Geodetic Survey in June 1991..
 PW0427
 PW0427.The geoid height was determined by GEOID03.
 PW0427
 PW0427.The dynamic height is computed by dividing the NAVD 88
 PW0427.geopotential number by the normal gravity value computed on the
 PW0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0427.degrees latitude (g = 980.6199 gals.).
 PW0427
 PW0427.The modeled gravity was interpolated from observed gravity values.
 PW0427
 PW0427;                    North         East    Units  Estimated Accuracy
 PW0427;SPC WYEC     -   510,080.      354,430.      MT  (+/- 180 meters Scaled)
 PW0427
 PW0427                          SUPERSEDED SURVEY CONTROL
 PW0427
 PW0427  NGVD 29 (06/08/92) 1202.407  (m)         3944.90   (f) ADJUSTED    1 2
 PW0427
 PW0427.Superseded values are not recommended for survey control.
 PW0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0427.See file dsdata.txt to determine how the superseded data were derived.
 PW0427
 PW0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ679971(NAD 83)
 PW0427_MARKER: I = METAL ROD
 PW0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0427_SP_SET: STAINLESS STEEL ROD
 PW0427_STAMPING: S 333 1982
 PW0427_MARK LOGO: NGS   
 PW0427_PROJECTION: FLUSH
 PW0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0427_ROD/PIPE-DEPTH: 7.9  meters
 PW0427
 PW0427  HISTORY     - Date     Condition        Report By
 PW0427  HISTORY     - 1982     MONUMENTED       NGS
 PW0427
 PW0427                          STATION DESCRIPTION
 PW0427
 PW0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0427'20.4 KM (12.65 MI) NORT FROM WORLAND.
 PW0427'20.4 KM (12.65 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0427'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.4 KM (0.25
 PW0427'MI) NORTH OF MILEPOST 178, 0.1 KM (0.05 MI) NORTH OF THE JUNCTION OF
 PW0427'LANE 55 AND 22.3 METERS (73.2 FT) EAST OF THE CENTERLINE OF THE
 PW0427'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PW0427'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PW0427'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0222 ***********************************************************************
 NR0222  DESIGNATION -  S 334
 NR0222  PID         -  NR0222
 NR0222  STATE/COUNTY-  WY/NATRONA
 NR0222  USGS QUAD   -  EMIGRANT GAP NE (1984)
 NR0222
 NR0222                         *CURRENT SURVEY CONTROL
 NR0222  ___________________________________________________________________
 NR0222* NAD 83(1986)-  42 54 40.     (N)    106 31 04.     (W)     SCALED    
 NR0222* NAVD 88     -      1624.903  (meters)    5331.04   (feet)  ADJUSTED  
 NR0222  ___________________________________________________________________
 NR0222  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0222  DYNAMIC HT  -        1623.894 (meters)    5327.73  (feet)  COMP
 NR0222  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 NR0222
 NR0222  VERT ORDER  -  FIRST     CLASS II
 NR0222
 NR0222.The horizontal coordinates were scaled from a topographic map and have
 NR0222.an estimated accuracy of +/- 6 seconds.
 NR0222
 NR0222.The orthometric height was determined by differential leveling
 NR0222.and adjusted by the National Geodetic Survey in June 1991..
 NR0222
 NR0222.The geoid height was determined by GEOID03.
 NR0222
 NR0222.The dynamic height is computed by dividing the NAVD 88
 NR0222.geopotential number by the normal gravity value computed on the
 NR0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0222.degrees latitude (g = 980.6199 gals.).
 NR0222
 NR0222.The modeled gravity was interpolated from observed gravity values.
 NR0222
 NR0222;                    North         East    Units  Estimated Accuracy
 NR0222;SPC WYEC     -   368,100.      466,590.      MT  (+/- 180 meters Scaled)
 NR0222
 NR0222                          SUPERSEDED SURVEY CONTROL
 NR0222
 NR0222  NGVD 29 (06/08/92) 1624.024  (m)         5328.15   (f) ADJUSTED    1 2
 NR0222
 NR0222.Superseded values are not recommended for survey control.
 NR0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0222.See file dsdata.txt to determine how the superseded data were derived.
 NR0222
 NR0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH761520(NAD 83)
 NR0222_MARKER: I = METAL ROD
 NR0222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0222_SP_SET: STAINLESS STEEL ROD
 NR0222_STAMPING: S 334 1982
 NR0222_MARK LOGO: NGS   
 NR0222_PROJECTION: FLUSH
 NR0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0222_ROD/PIPE-DEPTH: 3.7  meters
 NR0222
 NR0222  HISTORY     - Date     Condition        Report By
 NR0222  HISTORY     - 1982     MONUMENTED       NGS
 NR0222
 NR0222                          STATION DESCRIPTION
 NR0222
 NR0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0222'15.7 KM (9.75 MI) NW FROM CASPER.
 NR0222'15.7 KM (9.75 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0222'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 60.7 METERS (199.1 FT)
 NR0222'NORTH-NORTHWEST OF MILEPOST 13, 29.6 METERS (97.1 FT) NORTHEAST OF THE
 NR0222'CENTERLINE OF THE HIGHWAY AND 6.6 METERS (21.7 FT) SOUTHEAST OF A
 NR0222'FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NR0222'LOGO CAP.
 NR0222'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 NR0222'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0242 ***********************************************************************
 NR0242  DESIGNATION -  S 335
 NR0242  PID         -  NR0242
 NR0242  STATE/COUNTY-  WY/NATRONA
 NR0242  USGS QUAD   -  GOOSE EGG (1984)
 NR0242
 NR0242                         *CURRENT SURVEY CONTROL
 NR0242  ___________________________________________________________________
 NR0242* NAD 83(1993)-  42 47 05.32706(N)    106 27 07.23237(W)     ADJUSTED  
 NR0242* NAVD 88     -      1633.691  (meters)    5359.87   (feet)  ADJUSTED  
 NR0242  ___________________________________________________________________
 NR0242  X           -  -1,328,098.783 (meters)                     COMP
 NR0242  Y           -  -4,497,416.087 (meters)                     COMP
 NR0242  Z           -   4,311,088.980 (meters)                     COMP
 NR0242  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 NR0242  ELLIP HEIGHT-        1620.90  (meters)          (02/28/01) GPS OBS
 NR0242  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NR0242  DYNAMIC HT  -        1632.660 (meters)    5356.49  (feet)  COMP
 NR0242  MODELED GRAV-     979,931.3   (mgal)                       NAVD 88
 NR0242
 NR0242  HORZ ORDER  -  A
 NR0242  VERT ORDER  -  FIRST     CLASS II
 NR0242  ELLP ORDER  -  SECOND    CLASS I
 NR0242
 NR0242.The horizontal coordinates were established by GPS observations
 NR0242.and adjusted by the National Geodetic Survey in February 2001..
 NR0242
 NR0242.The orthometric height was determined by differential leveling
 NR0242.and adjusted by the National Geodetic Survey in June 1991..
 NR0242
 NR0242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NR0242
 NR0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0242
 NR0242.The ellipsoidal height was determined by GPS observations
 NR0242.and is referenced to NAD 83.
 NR0242
 NR0242.The geoid height was determined by GEOID03.
 NR0242
 NR0242.The dynamic height is computed by dividing the NAVD 88
 NR0242.geopotential number by the normal gravity value computed on the
 NR0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0242.degrees latitude (g = 980.6199 gals.).
 NR0242
 NR0242.The modeled gravity was interpolated from observed gravity values.
 NR0242
 NR0242;                    North         East     Units Scale Factor Converg.
 NR0242;SPC WYEC     -   354,126.744   472,110.030   MT  1.00000145   +0 35 55.2
 NR0242;UTM  13      - 4,737,941.403   381,235.968   MT  0.99977353   -0 59 11.0
 NR0242
 NR0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0242!SPC WYEC     -   0.99974586  x   1.00000145  =   0.99974731
 NR0242!UTM  13      -   0.99974586  x   0.99977353  =   0.99951945
 NR0242
 NR0242                          SUPERSEDED SURVEY CONTROL
 NR0242
 NR0242  NAVD 88 (02/28/01) 1633.69   (m)         5359.9    (f) LEVELING    3  
 NR0242  NGVD 29 (06/08/92) 1632.810  (m)         5356.98   (f) ADJUSTED    1 2
 NR0242
 NR0242.Superseded values are not recommended for survey control.
 NR0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0242.See file dsdata.txt to determine how the superseded data were derived.
 NR0242
 NR0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8123637941(NAD 83)
 NR0242_MARKER: DV = VERTICAL CONTROL DISK
 NR0242_SETTING: 66 = SET IN ROCK OUTCROP
 NR0242_SP_SET: ROCK OUTCROP
 NR0242_STAMPING: S 335 1982
 NR0242_MARK LOGO: NGS   
 NR0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 NR0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0242+STABILITY: POSITION/ELEVATION WELL
 NR0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NR0242+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1999
 NR0242
 NR0242  HISTORY     - Date     Condition        Report By
 NR0242  HISTORY     - 1982     MONUMENTED       NGS
 NR0242  HISTORY     - 19990714 GOOD             BLM
 NR0242
 NR0242                          STATION DESCRIPTION
 NR0242
 NR0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0242'8.2 KM (5.1 MI) SW FROM CASPER.
 NR0242'8.2 KM (5.1 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0242'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN THE CENTER OF THE
 NR0242'SOUTHWESTERN 1/2 OF A 6 BY 24 FT. EXPOSED AREA OF BEDROCK IN A HIGHWAY
 NR0242'CUT, 87.5 METERS (287.1 FT) SOUTHWEST OF THE CENTER OF A PRIVATE ROAD
 NR0242'LEADING NORTHWEST, 81.0 METERS (265.7 FT) NORTHEAST OF A T-FENCE
 NR0242'CORNER, 25.0 METERS (82.0 FT) SOUTH-SOUTHWEST OF A UTILITY POLE, 21.5
 NR0242'METERS (70.5 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 NR0242'LANES OF THE HIGHWAY AND 14.5 (47.6 FT) SOUTHEAST OF A FENCE.
 NR0242'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 NR0242'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 NR0242
 NR0242                          STATION RECOVERY (1999)
 NR0242
 NR0242'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1999 (SSS)
 NR0242'RECOVERED IN GOOD CONDITION IN RIGHT-OF-WAY OF WY STATE HWY 220 AS
 NR0242'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0307 ***********************************************************************
 NR0307  DESIGNATION -  S 336
 NR0307  PID         -  NR0307
 NR0307  STATE/COUNTY-  WY/CARBON
 NR0307  USGS QUAD   -  LAMONT (1981)
 NR0307
 NR0307                         *CURRENT SURVEY CONTROL
 NR0307  ___________________________________________________________________
 NR0307* NAD 83(1986)-  42 13 19.     (N)    107 28 17.     (W)     SCALED    
 NR0307* NAVD 88     -      2020.397  (meters)    6628.59   (feet)  ADJUSTED  
 NR0307  ___________________________________________________________________
 NR0307  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 NR0307  DYNAMIC HT  -        2018.772 (meters)    6623.25  (feet)  COMP
 NR0307  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 NR0307
 NR0307  VERT ORDER  -  FIRST     CLASS II
 NR0307
 NR0307.The horizontal coordinates were scaled from a topographic map and have
 NR0307.an estimated accuracy of +/- 6 seconds.
 NR0307
 NR0307.The orthometric height was determined by differential leveling
 NR0307.and adjusted by the National Geodetic Survey in June 1991..
 NR0307
 NR0307.The geoid height was determined by GEOID03.
 NR0307
 NR0307.The dynamic height is computed by dividing the NAVD 88
 NR0307.geopotential number by the normal gravity value computed on the
 NR0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0307.degrees latitude (g = 980.6199 gals.).
 NR0307
 NR0307.The modeled gravity was interpolated from observed gravity values.
 NR0307
 NR0307;                    North         East    Units  Estimated Accuracy
 NR0307;SPC WYEC     -   291,240.      388,600.      MT  (+/- 180 meters Scaled)
 NR0307
 NR0307                          SUPERSEDED SURVEY CONTROL
 NR0307
 NR0307  NGVD 29 (06/08/92) 2019.272  (m)         6624.89   (f) ADJUSTED    1 2
 NR0307
 NR0307.Superseded values are not recommended for survey control.
 NR0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0307.See file dsdata.txt to determine how the superseded data were derived.
 NR0307
 NR0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG960773(NAD 83)
 NR0307_MARKER: I = METAL ROD
 NR0307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0307_SP_SET: STAINLESS STEEL ROD
 NR0307_STAMPING: S 336 1982
 NR0307_MARK LOGO: NGS   
 NR0307_PROJECTION: FLUSH
 NR0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0307_ROD/PIPE-DEPTH: 19.5 meters
 NR0307
 NR0307  HISTORY     - Date     Condition        Report By
 NR0307  HISTORY     - 1982     MONUMENTED       NGS
 NR0307
 NR0307                          STATION DESCRIPTION
 NR0307
 NR0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0307'17.4 KM (10.8 MI) SOUTH FROM MUDDY GAP.
 NR0307'17.4 KM (10.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0307'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.8 KM (0.5 MI) SOUTH OF MILEPOST
 NR0307'34, 0.3 KM (0.2 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 73, 53.0
 NR0307'METERS (173.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 43.6
 NR0307'METERS (143.0 FT) WEST-SOUTHWEST OF THE WEST END OF A CONCRETE PIPE
 NR0307'CULVERT.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NR0307'CAP.
 NR0307'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 NR0307'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0460 ***********************************************************************
 MP0460  DESIGNATION -  S 337
 MP0460  PID         -  MP0460
 MP0460  STATE/COUNTY-  WY/CARBON
 MP0460  USGS QUAD   -  RENDLE HILL (1983)
 MP0460
 MP0460                         *CURRENT SURVEY CONTROL
 MP0460  ___________________________________________________________________
 MP0460* NAD 83(1986)-  41 55 27.     (N)    107 18 36.     (W)     SCALED    
 MP0460* NAVD 88     -      2192.994  (meters)    7194.85   (feet)  ADJUSTED  
 MP0460  ___________________________________________________________________
 MP0460  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 MP0460  DYNAMIC HT  -        2191.138 (meters)    7188.76  (feet)  COMP
 MP0460  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 MP0460
 MP0460  VERT ORDER  -  FIRST     CLASS II
 MP0460
 MP0460.The horizontal coordinates were scaled from a topographic map and have
 MP0460.an estimated accuracy of +/- 6 seconds.
 MP0460
 MP0460.The orthometric height was determined by differential leveling
 MP0460.and adjusted by the National Geodetic Survey in June 1991..
 MP0460
 MP0460.The geoid height was determined by GEOID03.
 MP0460
 MP0460.The dynamic height is computed by dividing the NAVD 88
 MP0460.geopotential number by the normal gravity value computed on the
 MP0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0460.degrees latitude (g = 980.6199 gals.).
 MP0460
 MP0460.The modeled gravity was interpolated from observed gravity values.
 MP0460
 MP0460;                    North         East    Units  Estimated Accuracy
 MP0460;SPC WYEC     -   258,160.      401,940.      MT  (+/- 180 meters Scaled)
 MP0460
 MP0460                          SUPERSEDED SURVEY CONTROL
 MP0460
 MP0460  NGVD 29 (06/08/92) 2191.837  (m)         7191.05   (f) ADJUSTED    1 2
 MP0460
 MP0460.Superseded values are not recommended for survey control.
 MP0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0460.See file dsdata.txt to determine how the superseded data were derived.
 MP0460
 MP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG084439(NAD 83)
 MP0460_MARKER: DB = BENCH MARK DISK
 MP0460_SETTING: 66 = SET IN ROCK OUTCROP
 MP0460_SP_SET: BEDROCK
 MP0460_STAMPING: S 337 1982
 MP0460_MARK LOGO: NGS   
 MP0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0460+STABILITY: POSITION/ELEVATION WELL
 MP0460
 MP0460  HISTORY     - Date     Condition        Report By
 MP0460  HISTORY     - 1982     MONUMENTED       NGS
 MP0460  HISTORY     - 1987     GOOD             NGS
 MP0460
 MP0460                          STATION DESCRIPTION
 MP0460
 MP0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0460'17.4 KM (10.8 MI) NORTH FROM RAWLINS.
 MP0460'17.4 KM (10.8 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0460'WITH U.S. HIGHWAY 30 IN RAWLINS, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 11,
 MP0460'IN THE CENTER OF A 6 BY 8 FT. EXPOSED AREA OF OUTCROPPING BEDROCK,
 MP0460'91.4 METERS (299.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 MP0460'80.8 METERS (265.1 FT) WEST OF THE SOUTHWEST END OF A METAL PIPE
 MP0460'CULVERT AND 44.5 METERS (146.0 FT) SOUTHWEST OF A FENCE.
 MP0460'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MP0460'THE MARK IS 3.1 M ABOVE THE HIGHWAY.
 MP0460
 MP0460                          STATION RECOVERY (1987)
 MP0460
 MP0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MP0460'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--0.2
 MP0460'KM (0.1 MI) SOUTH OF MILEPOST 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0254 ***********************************************************************
 NR0254  DESIGNATION -  S 338
 NR0254  PID         -  NR0254
 NR0254  STATE/COUNTY-  WY/NATRONA
 NR0254  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0254
 NR0254                         *CURRENT SURVEY CONTROL
 NR0254  ___________________________________________________________________
 NR0254* NAD 83(1986)-  42 40 10.     (N)    106 35 39.     (W)     SCALED    
 NR0254* NAVD 88     -      1624.014  (meters)    5328.12   (feet)  ADJUSTED  
 NR0254  ___________________________________________________________________
 NR0254  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NR0254  DYNAMIC HT  -        1622.952 (meters)    5324.64  (feet)  COMP
 NR0254  MODELED GRAV-     979,910.3   (mgal)                       NAVD 88
 NR0254
 NR0254  VERT ORDER  -  FIRST     CLASS II
 NR0254
 NR0254.The horizontal coordinates were scaled from a topographic map and have
 NR0254.an estimated accuracy of +/- 6 seconds.
 NR0254
 NR0254.The orthometric height was determined by differential leveling
 NR0254.and adjusted by the National Geodetic Survey in June 1991..
 NR0254
 NR0254.The geoid height was determined by GEOID03.
 NR0254
 NR0254.The dynamic height is computed by dividing the NAVD 88
 NR0254.geopotential number by the normal gravity value computed on the
 NR0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0254.degrees latitude (g = 980.6199 gals.).
 NR0254
 NR0254.The modeled gravity was interpolated from observed gravity values.
 NR0254
 NR0254;                    North         East    Units  Estimated Accuracy
 NR0254;SPC WYEC     -   341,200.      460,590.      MT  (+/- 180 meters Scaled)
 NR0254
 NR0254                          SUPERSEDED SURVEY CONTROL
 NR0254
 NR0254  NGVD 29 (06/08/92) 1623.107  (m)         5325.14   (f) ADJUSTED    1 2
 NR0254
 NR0254.Superseded values are not recommended for survey control.
 NR0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0254.See file dsdata.txt to determine how the superseded data were derived.
 NR0254
 NR0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH693253(NAD 83)
 NR0254_MARKER: DB = BENCH MARK DISK
 NR0254_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0254_SP_SET: ABUTMENT
 NR0254_STAMPING: S 338 1982
 NR0254_MARK LOGO: NGS   
 NR0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0254
 NR0254  HISTORY     - Date     Condition        Report By
 NR0254  HISTORY     - 1982     MONUMENTED       NGS
 NR0254
 NR0254                          STATION DESCRIPTION
 NR0254
 NR0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0254'26.6 KM (16.5 MI) SW FROM CASPER.
 NR0254'26.6 KM (16.5 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0254'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN TOP OF AND 0.7 METERS
 NR0254'(2.3 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE
 NR0254'HIGHWAY 0VERPASS OF BATES CREEK AND 4.7 METERS (15.4 FT) EAST OF THE
 NR0254'CENTERLINE OF THE HIGHWAY.
 NR0254'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0603 ***********************************************************************
 MR0603  DESIGNATION -  S 339
 MR0603  PID         -  MR0603
 MR0603  STATE/COUNTY-  WY/UINTA
 MR0603  USGS QUAD   -  CHURCH BUTTE (1969)
 MR0603
 MR0603                         *CURRENT SURVEY CONTROL
 MR0603  ___________________________________________________________________
 MR0603* NAD 83(1986)-  41 33 08.     (N)    110 11 33.     (W)     SCALED    
 MR0603* NAVD 88     -      1929.951  (meters)    6331.85   (feet)  ADJUSTED  
 MR0603  ___________________________________________________________________
 MR0603  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 MR0603  DYNAMIC HT  -        1928.283 (meters)    6326.38  (feet)  COMP
 MR0603  MODELED GRAV-     979,690.5   (mgal)                       NAVD 88
 MR0603
 MR0603  VERT ORDER  -  FIRST     CLASS II
 MR0603
 MR0603.The horizontal coordinates were scaled from a topographic map and have
 MR0603.an estimated accuracy of +/- 6 seconds.
 MR0603
 MR0603.The orthometric height was determined by differential leveling
 MR0603.and adjusted by the National Geodetic Survey in June 1991..
 MR0603
 MR0603.The geoid height was determined by GEOID03.
 MR0603
 MR0603.The dynamic height is computed by dividing the NAVD 88
 MR0603.geopotential number by the normal gravity value computed on the
 MR0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0603.degrees latitude (g = 980.6199 gals.).
 MR0603
 MR0603.The modeled gravity was interpolated from observed gravity values.
 MR0603
 MR0603;                    North         East    Units  Estimated Accuracy
 MR0603;SPC WY W     -   216,850.      790,890.      MT  (+/- 180 meters Scaled)
 MR0603
 MR0603                          SUPERSEDED SURVEY CONTROL
 MR0603
 MR0603  NGVD 29 (06/08/92) 1928.648  (m)         6327.57   (f) ADJUSTED    1 2
 MR0603
 MR0603.Superseded values are not recommended for survey control.
 MR0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0603.See file dsdata.txt to determine how the superseded data were derived.
 MR0603
 MR0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM673003(NAD 83)
 MR0603_MARKER: I = METAL ROD
 MR0603_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MR0603_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MR0603_STAMPING: S 339 1983
 MR0603_MARK LOGO: NGS   
 MR0603_PROJECTION: FLUSH
 MR0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0603+STABILITY: POSITION/ELEVATION WELL
 MR0603_ROD/PIPE-DEPTH: 7.6  meters
 MR0603_SLEEVE-DEPTH  : 7.3 meters
 MR0603
 MR0603  HISTORY     - Date     Condition        Report By
 MR0603  HISTORY     - 1983     MONUMENTED       NGS
 MR0603
 MR0603                          STATION DESCRIPTION
 MR0603
 MR0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0603'19.7 KM (12.25 MI) SW FROM GRANGER.
 MR0603'19.7 KM (12.25 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0603'THE STATION IN GRANGER, 28.7 METERS (94.2 FT) SOUTHEAST OF THE NEAR
 MR0603'RAIL, 24.5 METERS (80.4 FT) NORTHWEST OF A FENCE, AND 2.3 METERS (7.5
 MR0603'FT) NORTHEAST OF UTILITY POLE NUMBER E 38 AF.  NOTE=ACCESS TO THE
 MR0603'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MR0603'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MR0603'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0346 ***********************************************************************
 MQ0346  DESIGNATION -  S 340
 MQ0346  PID         -  MQ0346
 MQ0346  STATE/COUNTY-  WY/SWEETWATER
 MQ0346  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0346
 MQ0346                         *CURRENT SURVEY CONTROL
 MQ0346  ___________________________________________________________________
 MQ0346* NAD 83(1986)-  41 32 35.     (N)    109 47 37.     (W)     SCALED    
 MQ0346* NAVD 88     -      1915.808  (meters)    6285.45   (feet)  ADJUSTED  
 MQ0346  ___________________________________________________________________
 MQ0346  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 MQ0346  DYNAMIC HT  -        1914.151 (meters)    6280.01  (feet)  COMP
 MQ0346  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 MQ0346
 MQ0346  VERT ORDER  -  FIRST     CLASS II
 MQ0346
 MQ0346.The horizontal coordinates were scaled from a topographic map and have
 MQ0346.an estimated accuracy of +/- 6 seconds.
 MQ0346
 MQ0346.The orthometric height was determined by differential leveling
 MQ0346.and adjusted by the National Geodetic Survey in June 1991..
 MQ0346
 MQ0346.The geoid height was determined by GEOID03.
 MQ0346
 MQ0346.The dynamic height is computed by dividing the NAVD 88
 MQ0346.geopotential number by the normal gravity value computed on the
 MQ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0346.degrees latitude (g = 980.6199 gals.).
 MQ0346
 MQ0346.The modeled gravity was interpolated from observed gravity values.
 MQ0346
 MQ0346;                    North         East    Units  Estimated Accuracy
 MQ0346;SPC WYWC     -   116,360.      512,930.      MT  (+/- 180 meters Scaled)
 MQ0346
 MQ0346                          SUPERSEDED SURVEY CONTROL
 MQ0346
 MQ0346  NGVD 29 (06/08/92) 1914.495  (m)         6281.14   (f) ADJUSTED    1 2
 MQ0346
 MQ0346.Superseded values are not recommended for survey control.
 MQ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0346.See file dsdata.txt to determine how the superseded data were derived.
 MQ0346
 MQ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL006997(NAD 83)
 MQ0346_MARKER: DB = BENCH MARK DISK
 MQ0346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MQ0346_SP_SET: PIER
 MQ0346_STAMPING: S 340 1983
 MQ0346_MARK LOGO: NGS   
 MQ0346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0346+STABILITY: POSITION/ELEVATION WELL
 MQ0346
 MQ0346  HISTORY     - Date     Condition        Report By
 MQ0346  HISTORY     - 1983     MONUMENTED       NGS
 MQ0346
 MQ0346                          STATION DESCRIPTION
 MQ0346
 MQ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0346'18.1 KM (11.2 MI) SE FROM GRANGER.
 MQ0346'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG OLD U.S. HIGHWAY 30 FROM THE
 MQ0346'UNION PACIFIC RAILROAD STATION IN GRANGER, THENCE 3.5 KM (2.15 MI)
 MQ0346'SOUTHEAST ALONG U.S. HIGHWAY 30, THENCE 10.1 KM (6.25 MI) EAST ALONG
 MQ0346'STATE HIGHWAY 374, THENCE 0.1 KM (0.05 MI) SOUTH ALONG COUNTY ROAD 85,
 MQ0346'SET VERTICALLY IN THE EAST FACE OF THE MOST SOUTHERLY ONE OF THREE
 MQ0346'PIERS OF INTERSTATE HIGHWAY 80 BRIDGE OVER COUNTY ROAD 85, 5.8 METERS
 MQ0346'(19.0 FT) WEST OF THE CENTERLINE OF THE ROAD, AND 4.4 METERS (14.4 FT)
 MQ0346'SOUTH OF CENTER OF THE WEST BOUND LANES OF THE HIGHWAY.
 MQ0346'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0470 ***********************************************************************
 MP0470  DESIGNATION -  S 341
 MP0470  PID         -  MP0470
 MP0470  STATE/COUNTY-  WY/CARBON
 MP0470  USGS QUAD   -  RAWLINS (1981)
 MP0470
 MP0470                         *CURRENT SURVEY CONTROL
 MP0470  ___________________________________________________________________
 MP0470* NAD 83(1986)-  41 47 11.     (N)    107 11 58.     (W)     SCALED    
 MP0470* NAVD 88     -      2041.860  (meters)    6699.00   (feet)  ADJUSTED  
 MP0470  ___________________________________________________________________
 MP0470  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 MP0470  DYNAMIC HT  -        2040.140 (meters)    6693.36  (feet)  COMP
 MP0470  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 MP0470
 MP0470  VERT ORDER  -  FIRST     CLASS II
 MP0470
 MP0470.The horizontal coordinates were scaled from a topographic map and have
 MP0470.an estimated accuracy of +/- 6 seconds.
 MP0470
 MP0470.The orthometric height was determined by differential leveling
 MP0470.and adjusted by the National Geodetic Survey in June 1991..
 MP0470
 MP0470.The geoid height was determined by GEOID03.
 MP0470
 MP0470.The dynamic height is computed by dividing the NAVD 88
 MP0470.geopotential number by the normal gravity value computed on the
 MP0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0470.degrees latitude (g = 980.6199 gals.).
 MP0470
 MP0470.The modeled gravity was interpolated from observed gravity values.
 MP0470
 MP0470;                    North         East    Units  Estimated Accuracy
 MP0470;SPC WYEC     -   242,860.      411,130.      MT  (+/- 180 meters Scaled)
 MP0470
 MP0470                          SUPERSEDED SURVEY CONTROL
 MP0470
 MP0470  NGVD 29 (06/08/92) 2040.715  (m)         6695.25   (f) ADJUSTED    1 2
 MP0470
 MP0470.Superseded values are not recommended for survey control.
 MP0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0470.See file dsdata.txt to determine how the superseded data were derived.
 MP0470
 MP0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG172283(NAD 83)
 MP0470_MARKER: I = METAL ROD
 MP0470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0470_SP_SET: STAINLESS STEEL ROD
 MP0470_STAMPING: S 341 1983
 MP0470_MARK LOGO: NGS   
 MP0470_PROJECTION: FLUSH
 MP0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0470_ROD/PIPE-DEPTH: 3.1  meters
 MP0470
 MP0470  HISTORY     - Date     Condition        Report By
 MP0470  HISTORY     - 1983     MONUMENTED       NGS
 MP0470
 MP0470                          STATION DESCRIPTION
 MP0470
 MP0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0470'3.5 KM (2.15 MI) EAST FROM RAWLINS.
 MP0470'3.5 KM (2.15 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0470'STATION IN RAWLINS, 0.4 KM (0.25 MI) EAST OF THE INTERSTATE HIGHWAY 80
 MP0470'RAILROAD OVERPASS, 0.3 KM (0.2 MI) EAST OF MILEPOST 681, 26.9 METERS
 MP0470'(88.3 FT) NORTH OF THE NEAR RAIL, 20.7 METERS (67.9 FT) NORTH OF A
 MP0470'SIGNAL BOX, AND 1.4 METERS (4.6 FT) EAST OF A UTILITY POLE.
 MP0470'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0470'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MP0470'THE MARK IS 0.3 M ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0389 ***********************************************************************
 MQ0389  DESIGNATION -  S 342
 MQ0389  PID         -  MQ0389
 MQ0389  STATE/COUNTY-  WY/SWEETWATER
 MQ0389  USGS QUAD   -  RED DESERT (1970)
 MQ0389
 MQ0389                         *CURRENT SURVEY CONTROL
 MQ0389  ___________________________________________________________________
 MQ0389* NAD 83(1986)-  41 39 19.     (N)    108 03 40.     (W)     SCALED    
 MQ0389* NAVD 88     -      2040.450  (meters)    6694.38   (feet)  ADJUSTED  
 MQ0389  ___________________________________________________________________
 MQ0389  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0389  DYNAMIC HT  -        2038.657 (meters)    6688.49  (feet)  COMP
 MQ0389  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 MQ0389
 MQ0389  VERT ORDER  -  FIRST     CLASS II
 MQ0389
 MQ0389.The horizontal coordinates were scaled from a topographic map and have
 MQ0389.an estimated accuracy of +/- 6 seconds.
 MQ0389
 MQ0389.The orthometric height was determined by differential leveling
 MQ0389.and adjusted by the National Geodetic Survey in June 1991..
 MQ0389
 MQ0389.The geoid height was determined by GEOID03.
 MQ0389
 MQ0389.The dynamic height is computed by dividing the NAVD 88
 MQ0389.geopotential number by the normal gravity value computed on the
 MQ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0389.degrees latitude (g = 980.6199 gals.).
 MQ0389
 MQ0389.The modeled gravity was interpolated from observed gravity values.
 MQ0389
 MQ0389;                    North         East    Units  Estimated Accuracy
 MQ0389;SPC WYWC     -   128,520.      657,380.      MT  (+/- 180 meters Scaled)
 MQ0389
 MQ0389                          SUPERSEDED SURVEY CONTROL
 MQ0389
 MQ0389  NGVD 29 (06/08/92) 2039.220  (m)         6690.34   (f) ADJUSTED    1 2
 MQ0389
 MQ0389.Superseded values are not recommended for survey control.
 MQ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0389.See file dsdata.txt to determine how the superseded data were derived.
 MQ0389
 MQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM447156(NAD 83)
 MQ0389_MARKER: I = METAL ROD
 MQ0389_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0389_SP_SET: STAINLESS STEEL ROD
 MQ0389_STAMPING: S 342 1983
 MQ0389_MARK LOGO: NGS   
 MQ0389_PROJECTION: FLUSH
 MQ0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0389_ROD/PIPE-DEPTH: 11.6 meters
 MQ0389
 MQ0389  HISTORY     - Date     Condition        Report By
 MQ0389  HISTORY     - 1983     MONUMENTED       NGS
 MQ0389
 MQ0389                          STATION DESCRIPTION
 MQ0389
 MQ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0389'7.9 KM (4.9 MI) WEST FROM WAMSUTTER.
 MQ0389'7.9 KM (4.9 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0389'STATION IN WAMSUTTER, 0.1 KM (0.05 MI) WEST OF MILEPOST 729, 22.0
 MQ0389'METERS (72.2 FT) EAST OF THE CENTER OF A TRACK ROAD, 20.8 METERS (68.2
 MQ0389'FT) NORTH OF THE NEAR RAIL, 1.0 METERS (3.3 FT) WEST OF A UTILITY
 MQ0389'POLE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0389'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MQ0389'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0983 ***********************************************************************
 MO0983  DESIGNATION -  S 343
 MO0983  PID         -  MO0983
 MO0983  STATE/COUNTY-  WY/ALBANY
 MO0983  USGS QUAD   -  LARAMIE (1978)
 MO0983
 MO0983                         *CURRENT SURVEY CONTROL
 MO0983  ___________________________________________________________________
 MO0983* NAD 83(1986)-  41 19 17.     (N)    105 35 47.     (W)     SCALED    
 MO0983* NAVD 88     -      2176.087  (meters)    7139.38   (feet)  ADJUSTED  
 MO0983  ___________________________________________________________________
 MO0983  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 MO0983  DYNAMIC HT  -        2174.215 (meters)    7133.24  (feet)  COMP
 MO0983  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 MO0983
 MO0983  VERT ORDER  -  FIRST     CLASS II
 MO0983
 MO0983.The horizontal coordinates were scaled from a topographic map and have
 MO0983.an estimated accuracy of +/- 6 seconds.
 MO0983
 MO0983.The orthometric height was determined by differential leveling
 MO0983.and adjusted by the National Geodetic Survey in June 1991..
 MO0983
 MO0983.The geoid height was determined by GEOID03.
 MO0983
 MO0983.The dynamic height is computed by dividing the NAVD 88
 MO0983.geopotential number by the normal gravity value computed on the
 MO0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0983.degrees latitude (g = 980.6199 gals.).
 MO0983
 MO0983.The modeled gravity was interpolated from observed gravity values.
 MO0983
 MO0983;                    North         East    Units  Estimated Accuracy
 MO0983;SPC WY E     -    91,300.      164,020.      MT  (+/- 180 meters Scaled)
 MO0983
 MO0983                          SUPERSEDED SURVEY CONTROL
 MO0983
 MO0983  NGVD 29 (06/08/92) 2175.046  (m)         7135.96   (f) ADJUSTED    1 2
 MO0983
 MO0983.Superseded values are not recommended for survey control.
 MO0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0983.See file dsdata.txt to determine how the superseded data were derived.
 MO0983
 MO0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF500746(NAD 83)
 MO0983_MARKER: I = METAL ROD
 MO0983_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0983_SP_SET: STAINLESS STEEL ROD
 MO0983_STAMPING: S 343 1983
 MO0983_MARK LOGO: NGS   
 MO0983_PROJECTION: FLUSH
 MO0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0983_ROD/PIPE-DEPTH: 4.0  meters
 MO0983
 MO0983  HISTORY     - Date     Condition        Report By
 MO0983  HISTORY     - 1983     MONUMENTED       NGS
 MO0983
 MO0983                          STATION DESCRIPTION
 MO0983
 MO0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0983'1.4 KM (0.85 MI) NORTH FROM LARAMIE.
 MO0983'1.4 KM (0.85 MI) NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0983'STATION IN LARAMIE, 0.2 KM (0.1 MI) NORTH OF HARNEY STREET WEST, 49.1
 MO0983'METERS (161.1 FT) WEST OF THE NEAR RAIL, AND 1.7 METERS (5.6 FT) NORTH
 MO0983'OF A UTILITY POLE WITH LIGHT.  NOTE=ACCESS TO THE DATUM POINT IS
 MO0983'THROUGH A 5-INCH LOGO CAP.
 MO0983'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 MO0983'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0960 ***********************************************************************
 MO0960  DESIGNATION -  S 344
 MO0960  PID         -  MO0960
 MO0960  STATE/COUNTY-  WY/ALBANY
 MO0960  USGS QUAD   -  RED BUTTES (1978)
 MO0960
 MO0960                         *CURRENT SURVEY CONTROL
 MO0960  ___________________________________________________________________
 MO0960* NAD 83(1986)-  41 09 28.     (N)    105 34 37.     (W)     SCALED    
 MO0960* NAVD 88     -      2252.891  (meters)    7391.36   (feet)  ADJUSTED  
 MO0960  ___________________________________________________________________
 MO0960  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 MO0960  DYNAMIC HT  -        2250.856 (meters)    7384.68  (feet)  COMP
 MO0960  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 MO0960
 MO0960  VERT ORDER  -  FIRST     CLASS II
 MO0960
 MO0960.The horizontal coordinates were scaled from a topographic map and have
 MO0960.an estimated accuracy of +/- 6 seconds.
 MO0960
 MO0960.The orthometric height was determined by differential leveling
 MO0960.and adjusted by the National Geodetic Survey in June 1991..
 MO0960
 MO0960.The geoid height was determined by GEOID03.
 MO0960
 MO0960.The dynamic height is computed by dividing the NAVD 88
 MO0960.geopotential number by the normal gravity value computed on the
 MO0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0960.degrees latitude (g = 980.6199 gals.).
 MO0960
 MO0960.The modeled gravity was interpolated from observed gravity values.
 MO0960
 MO0960;                    North         East    Units  Estimated Accuracy
 MO0960;SPC WY E     -    73,120.      165,570.      MT  (+/- 180 meters Scaled)
 MO0960
 MO0960                          SUPERSEDED SURVEY CONTROL
 MO0960
 MO0960  NGVD 29 (06/08/92) 2251.785  (m)         7387.73   (f) ADJUSTED    1 2
 MO0960
 MO0960.Superseded values are not recommended for survey control.
 MO0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0960.See file dsdata.txt to determine how the superseded data were derived.
 MO0960
 MO0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF515564(NAD 83)
 MO0960_MARKER: DB = BENCH MARK DISK
 MO0960_SETTING: 66 = SET IN ROCK OUTCROP
 MO0960_SP_SET: ROCK OUTCROP
 MO0960_STAMPING: S 344 1983
 MO0960_MARK LOGO: NGS   
 MO0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0960+STABILITY: POSITION/ELEVATION WELL
 MO0960
 MO0960  HISTORY     - Date     Condition        Report By
 MO0960  HISTORY     - 1983     MONUMENTED       NGS
 MO0960  HISTORY     - 19920831 GOOD             USPSQD
 MO0960
 MO0960                          STATION DESCRIPTION
 MO0960
 MO0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0960'17.4 KM (10.8 MI) SE FROM LARAMIE.
 MO0960'17.4 KM (10.8 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0960'THE STATION IN LARAMIE, NEAR THE CENTER OF A 20- BY 20-FT EXPOSED AREA
 MO0960'OF OUTCROPPING BEDROCK, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST B556,
 MO0960'25.3 METERS (83.0 FT) SOUTHWEST OF THE NEAR RAIL.
 MO0960'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MO0960'THE MARK IS 0.5 M ABOVE THE TRACKS.
 MO0960
 MO0960                          STATION RECOVERY (1992)
 MO0960
 MO0960'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0418 ***********************************************************************
 MQ0418  DESIGNATION -  S 345
 MQ0418  PID         -  MQ0418
 MQ0418  STATE/COUNTY-  WY/SWEETWATER
 MQ0418  USGS QUAD   -  DEVILS PLAYGROUND (1987)
 MQ0418
 MQ0418                         *CURRENT SURVEY CONTROL
 MQ0418  ___________________________________________________________________
 MQ0418* NAD 83(1986)-  41 13 52.     (N)    109 38 19.     (W)     SCALED    
 MQ0418* NAVD 88     -      1861.169  (meters)    6106.19   (feet)  ADJUSTED  
 MQ0418  ___________________________________________________________________
 MQ0418  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 MQ0418  DYNAMIC HT  -        1859.526 (meters)    6100.79  (feet)  COMP
 MQ0418  MODELED GRAV-     979,675.1   (mgal)                       NAVD 88
 MQ0418
 MQ0418  VERT ORDER  -  FIRST     CLASS II
 MQ0418
 MQ0418.The horizontal coordinates were scaled from a topographic map and have
 MQ0418.an estimated accuracy of +/- 6 seconds.
 MQ0418
 MQ0418.The orthometric height was determined by differential leveling
 MQ0418.and adjusted by the National Geodetic Survey in June 1991..
 MQ0418
 MQ0418.The geoid height was determined by GEOID03.
 MQ0418
 MQ0418.The dynamic height is computed by dividing the NAVD 88
 MQ0418.geopotential number by the normal gravity value computed on the
 MQ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0418.degrees latitude (g = 980.6199 gals.).
 MQ0418
 MQ0418.The modeled gravity was interpolated from observed gravity values.
 MQ0418
 MQ0418;                    North         East    Units  Estimated Accuracy
 MQ0418;SPC WYWC     -    81,570.      525,500.      MT  (+/- 180 meters Scaled)
 MQ0418
 MQ0418                          SUPERSEDED SURVEY CONTROL
 MQ0418
 MQ0418.No superseded survey control is available for this station.
 MQ0418
 MQ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL140653(NAD 83)
 MQ0418_MARKER: I = METAL ROD
 MQ0418_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0418+WITH SETTING: INFORMATION.
 MQ0418_SP_SET: SHALLOW-SET METAL ROD
 MQ0418_STAMPING: S 345 1984
 MQ0418_MARK LOGO: NGS   
 MQ0418_PROJECTION: FLUSH
 MQ0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0418_ROD/PIPE-DEPTH: 1.2  meters
 MQ0418
 MQ0418  HISTORY     - Date     Condition        Report By
 MQ0418  HISTORY     - 1984     MONUMENTED       NGS
 MQ0418
 MQ0418                          STATION DESCRIPTION
 MQ0418
 MQ0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0418'33.5 KM (20.8 MI) NE FROM MANILA UT.
 MQ0418'33.5 KM (20.8 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0418'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 0.7 KM (0.45 MI)
 MQ0418'SOUTHWEST OF MILEPOST 26, AND 76.2 M (250.0 FT) EAST OF THE CENTERLINE
 MQ0418'OF THE HIGHWAY.  NOTE=THE DATUM POINT IS STAMPED X 385 1984.  REFUSAL
 MQ0418'WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MQ0418'LOGO CAP.
 MQ0418'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0418'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9036 ***********************************************************************
 AD9036  DESIGNATION -  S 346
 AD9036  PID         -  AD9036
 AD9036  STATE/COUNTY-  WY/CROOK
 AD9036  USGS QUAD   -  DEVILS RUN (1984)
 AD9036
 AD9036                         *CURRENT SURVEY CONTROL
 AD9036  ___________________________________________________________________
 AD9036* NAD 83(1986)-  44 54 48.     (N)    104 15 12.     (W)     SCALED    
 AD9036* NAVD 88     -      1074.494  (meters)    3525.24   (feet)  ADJUSTED  
 AD9036  ___________________________________________________________________
 AD9036  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 AD9036  DYNAMIC HT  -        1074.208 (meters)    3524.30  (feet)  COMP
 AD9036  MODELED GRAV-     980,312.9   (mgal)                       NAVD 88
 AD9036
 AD9036  VERT ORDER  -  FIRST     CLASS II
 AD9036
 AD9036.The horizontal coordinates were scaled from a topographic map and have
 AD9036.an estimated accuracy of +/- 6 seconds.
 AD9036
 AD9036.The orthometric height was determined by differential leveling
 AD9036.and adjusted by the National Geodetic Survey in July 1998..
 AD9036
 AD9036.The geoid height was determined by GEOID03.
 AD9036
 AD9036.The dynamic height is computed by dividing the NAVD 88
 AD9036.geopotential number by the normal gravity value computed on the
 AD9036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9036.degrees latitude (g = 980.6199 gals.).
 AD9036
 AD9036.The modeled gravity was interpolated from observed gravity values.
 AD9036
 AD9036;                    North         East    Units  Estimated Accuracy
 AD9036;SPC WY E     -   490,640.      272,120.      MT  (+/- 180 meters Scaled)
 AD9036
 AD9036                          SUPERSEDED SURVEY CONTROL
 AD9036
 AD9036.No superseded survey control is available for this station.
 AD9036
 AD9036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK589735(NAD 83)
 AD9036_MARKER: I = METAL ROD
 AD9036_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9036_STAMPING: S 346 1995
 AD9036_MARK LOGO: NGS   
 AD9036_PROJECTION: FLUSH
 AD9036_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9036+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9036_ROD/PIPE-DEPTH: 5.5  meters
 AD9036_SLEEVE-DEPTH  : 0.9 meters
 AD9036
 AD9036  HISTORY     - Date     Condition        Report By
 AD9036  HISTORY     - 1995     MONUMENTED       NGS
 AD9036
 AD9036                          STATION DESCRIPTION
 AD9036
 AD9036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9036'18.0 KM (11.20 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9036'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 22.5 M (73.8 FT)
 AD9036'NORTHEAST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTHWEST OF A
 AD9036'WITNESS POST AND A T-FENCE CORNER, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 AD9036'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD9036'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AD9036'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0165 ***********************************************************************
 PV0165  DESIGNATION -  S 35
 PV0165  PID         -  PV0165
 PV0165  STATE/COUNTY-  WY/CAMPBELL
 PV0165  USGS QUAD   -  WESTON SW (1972)
 PV0165
 PV0165                         *CURRENT SURVEY CONTROL
 PV0165  ___________________________________________________________________
 PV0165* NAD 83(1986)-  44 32 58.     (N)    105 23 28.     (W)     SCALED    
 PV0165* NAVD 88     -      1188.815  (meters)    3900.30   (feet)  ADJUSTED  
 PV0165  ___________________________________________________________________
 PV0165  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 PV0165  DYNAMIC HT  -        1188.414 (meters)    3898.99  (feet)  COMP
 PV0165  MODELED GRAV-     980,238.0   (mgal)                       NAVD 88
 PV0165
 PV0165  VERT ORDER  -  FIRST     CLASS II
 PV0165
 PV0165.The horizontal coordinates were scaled from a topographic map and have
 PV0165.an estimated accuracy of +/- 6 seconds.
 PV0165
 PV0165.The orthometric height was determined by differential leveling
 PV0165.and adjusted by the National Geodetic Survey in June 1991..
 PV0165
 PV0165.The geoid height was determined by GEOID03.
 PV0165
 PV0165.The dynamic height is computed by dividing the NAVD 88
 PV0165.geopotential number by the normal gravity value computed on the
 PV0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0165.degrees latitude (g = 980.6199 gals.).
 PV0165
 PV0165.The modeled gravity was interpolated from observed gravity values.
 PV0165
 PV0165;                    North         East    Units  Estimated Accuracy
 PV0165;SPC WY E     -   449,820.      182,170.      MT  (+/- 180 meters Scaled)
 PV0165
 PV0165                          SUPERSEDED SURVEY CONTROL
 PV0165
 PV0165  NGVD 29 (??/??/92) 1188.169  (m)         3898.18   (f) ADJ UNCH    1 2
 PV0165
 PV0165.Superseded values are not recommended for survey control.
 PV0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0165.See file dsdata.txt to determine how the superseded data were derived.
 PV0165
 PV0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK689329(NAD 83)
 PV0165_MARKER: DB = BENCH MARK DISK
 PV0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0165_SP_SET: CONCRETE POST
 PV0165_STAMPING: S 35 1933
 PV0165_MARK LOGO: CGS   
 PV0165_PROJECTION: PROJECTING 10 CENTIMETERS
 PV0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0165+STABILITY: SURFACE MOTION
 PV0165
 PV0165  HISTORY     - Date     Condition        Report By
 PV0165  HISTORY     - 1933     MONUMENTED       CGS
 PV0165  HISTORY     - 1971     GOOD             USGS
 PV0165  HISTORY     - 1971     GOOD             NGS
 PV0165  HISTORY     - 1985     GOOD             NGS
 PV0165
 PV0165                          STATION DESCRIPTION
 PV0165
 PV0165'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0165'10 MI N FROM GILLETTE.
 PV0165'FROM THE JCT. OF U.S. HWY. 14 AND 16 WITH STATE HWY. NO. 59 WHICH
 PV0165'IS APP. 10 MI. N. OF GILLETTE, B.M. S-35 IS 16 MI. N. ALONG
 PV0165'STATE HWY. 59, WHERE A COUNTY ROAD LEADS E.  WHICH IS 4/10 MI. S.
 PV0165'OF A BRIDGE OVER LITTLE POWDER RIVER.  THENCE 5/10 MI. E. ALONG
 PV0165'COUNTY ROAD.  B.M. IS 48 FT. S. AND ROAD AND 1 FT. N. OF RIGHT
 PV0165'WAY FENCE.
 PV0165
 PV0165                          STATION RECOVERY (1971)
 PV0165
 PV0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PV0165'RECOVERED IN GOOD CONDITION.
 PV0165
 PV0165                          STATION RECOVERY (1985)
 PV0165
 PV0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0165'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  37.05 KM
 PV0165'(23.03 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF GILLETTE
 PV0165'AVENUE AT GILLETTE, THENCE 0.76 KM (0.47 MI) NORTHEAST ALONG COW CREEK
 PV0165'ROAD, 0.10 KM (0.06 MI) EAST OF A SHARP CURVE IN THE ROAD, 14.0 METERS
 PV0165'(46 FT) SOUTH OF THE CENTER OF THE ROAD AND 0.6 METER (2 FT) NORTH OF
 PV0165'A FENCE.
 PV0165'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 PV0165'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0425 ***********************************************************************
 PV0425  DESIGNATION -  S 353
 PV0425  PID         -  PV0425
 PV0425  STATE/COUNTY-  WY/CROOK
 PV0425  USGS QUAD   -  FREDA CREEK (1982)
 PV0425
 PV0425                         *CURRENT SURVEY CONTROL
 PV0425  ___________________________________________________________________
 PV0425* NAD 83(1986)-  44 12 49.     (N)    104 51 17.     (W)     SCALED    
 PV0425* NAVD 88     -      1323.116  (meters)    4340.92   (feet)  ADJUSTED  
 PV0425  ___________________________________________________________________
 PV0425  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0425  DYNAMIC HT  -        1322.577 (meters)    4339.15  (feet)  COMP
 PV0425  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 PV0425
 PV0425  VERT ORDER  -  FIRST     CLASS II
 PV0425
 PV0425.The horizontal coordinates were scaled from a topographic map and have
 PV0425.an estimated accuracy of +/- 6 seconds.
 PV0425
 PV0425.The orthometric height was determined by differential leveling
 PV0425.and adjusted by the National Geodetic Survey in June 1991..
 PV0425
 PV0425.The geoid height was determined by GEOID03.
 PV0425
 PV0425.The dynamic height is computed by dividing the NAVD 88
 PV0425.geopotential number by the normal gravity value computed on the
 PV0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0425.degrees latitude (g = 980.6199 gals.).
 PV0425
 PV0425.The modeled gravity was interpolated from observed gravity values.
 PV0425
 PV0425;                    North         East    Units  Estimated Accuracy
 PV0425;SPC WY E     -   412,530.      224,930.      MT  (+/- 180 meters Scaled)
 PV0425
 PV0425                          SUPERSEDED SURVEY CONTROL
 PV0425
 PV0425.No superseded survey control is available for this station.
 PV0425
 PV0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ116956(NAD 83)
 PV0425_MARKER: I = METAL ROD
 PV0425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0425_SP_SET: STAINLESS STEEL ROD
 PV0425_STAMPING: S 353 1985
 PV0425_MARK LOGO: NGS   
 PV0425_PROJECTION: FLUSH
 PV0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0425_ROD/PIPE-DEPTH: 3.6  meters
 PV0425
 PV0425  HISTORY     - Date     Condition        Report By
 PV0425  HISTORY     - 1985     MONUMENTED       NGS
 PV0425
 PV0425                          STATION DESCRIPTION
 PV0425
 PV0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0425'9.9 KM (6.15 MI) SE FROM MOORCROFT.
 PV0425'9.9 KM (6.2 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE JUNCTION OF US
 PV0425'HIGHWAY 14 AT MOORCROFT, AT THE NORTHWEST END OF A LONG SHALLOW FILL,
 PV0425'2.0 KM (1.25 MI) SOUTHEAST OF THE T JUNCTION OF BUFFALO CREEK ROAD,
 PV0425'0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST 6, 30.2 METERS (99 FT)
 PV0425'SOUTHWEST OF THE HIGHWAY CENTERLINE, 34.9 METERS (114.5 FT) NORTHWEST
 PV0425'OF A RIGHT OF WAY FENCE BRACE AND 0.3 METER (1 FT) NORTHEAST OF THE
 PV0425'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PV0425'5-INCH LOGO CAP.
 PV0425'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 PV0425'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0361 ***********************************************************************
 PV0361  DESIGNATION -  S 354
 PV0361  PID         -  PV0361
 PV0361  STATE/COUNTY-  WY/CAMPBELL
 PV0361  USGS QUAD   -  PLEASANTDALE (1971)
 PV0361
 PV0361                         *CURRENT SURVEY CONTROL
 PV0361  ___________________________________________________________________
 PV0361* NAD 83(1986)-  44 04 35.     (N)    105 43 10.     (W)     SCALED    
 PV0361* NAVD 88     -      1506.819  (meters)    4943.62   (feet)  ADJUSTED  
 PV0361  ___________________________________________________________________
 PV0361  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 PV0361  DYNAMIC HT  -        1506.101 (meters)    4941.27  (feet)  COMP
 PV0361  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 PV0361
 PV0361  VERT ORDER  -  FIRST     CLASS II
 PV0361
 PV0361.The horizontal coordinates were scaled from a topographic map and have
 PV0361.an estimated accuracy of +/- 6 seconds.
 PV0361
 PV0361.The orthometric height was determined by differential leveling
 PV0361.and adjusted by the National Geodetic Survey in June 1991..
 PV0361
 PV0361.The geoid height was determined by GEOID03.
 PV0361
 PV0361.The dynamic height is computed by dividing the NAVD 88
 PV0361.geopotential number by the normal gravity value computed on the
 PV0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0361.degrees latitude (g = 980.6199 gals.).
 PV0361
 PV0361.The modeled gravity was interpolated from observed gravity values.
 PV0361
 PV0361;                    North         East    Units  Estimated Accuracy
 PV0361;SPC WY E     -   397,390.      155,720.      MT  (+/- 180 meters Scaled)
 PV0361
 PV0361                          SUPERSEDED SURVEY CONTROL
 PV0361
 PV0361  NGVD 29 (06/08/92) 1506.058  (m)         4941.13   (f) ADJUSTED    1 2
 PV0361
 PV0361.Superseded values are not recommended for survey control.
 PV0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0361.See file dsdata.txt to determine how the superseded data were derived.
 PV0361
 PV0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ423806(NAD 83)
 PV0361_MARKER: I = METAL ROD
 PV0361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0361_SP_SET: STAINLESS STEEL ROD
 PV0361_STAMPING: S 354 1985
 PV0361_MARK LOGO: NGS   
 PV0361_PROJECTION: FLUSH
 PV0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0361_ROD/PIPE-DEPTH: 6.4  meters
 PV0361
 PV0361  HISTORY     - Date     Condition        Report By
 PV0361  HISTORY     - 1985     MONUMENTED       NGS
 PV0361
 PV0361                          STATION DESCRIPTION
 PV0361
 PV0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0361'30.3 KM (18.8 MI) SW FROM GILLETTE.
 PV0361'5.32 KM (3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS
 PV0361'IN GILLETTE, THENCE 24.98 KM (15.53 MI) SOUTHWEST ALONG STATE HIGHWAY
 PV0361'50, ALSO 24.44 KM (15.19 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE
 PV0361'JUNCTION OF SAVAGETON ROAD AT SAVAGETON, IN THE NORTHWEST CORNER OF
 PV0361'THE T JUNCTION OF NAPIER ROAD LEADING WEST, 0.22 KM (0.14 MI)
 PV0361'SOUTHWEST OF MILEPOST 20, 29.9 METERS (98 FT) WEST OF THE HIGHWAY
 PV0361'CENTERLINE, 28.7 METERS (94 FT) NORTH OF THE CENTER OF NAPIER ROAD,
 PV0361'15.4 METERS (50.5 FT) NORTH OF A POWER POLE WITH A TRANSFORMER AND
 PV0361'0.5 METER (1.5 FT) EAST OF THE CENTER ONE OF A TRIPLE WOODEN POST
 PV0361'BRACE AT THE NORTH END OF A WIRE GATE IN THE RIGHT OF WAY FENCE.
 PV0361'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0361'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0361'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0316 ***********************************************************************
 OU0316  DESIGNATION -  S 355
 OU0316  PID         -  OU0316
 OU0316  STATE/COUNTY-  WY/CAMPBELL
 OU0316  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0316
 OU0316                         *CURRENT SURVEY CONTROL
 OU0316  ___________________________________________________________________
 OU0316* NAD 83(1986)-  43 37 57.     (N)    105 47 07.     (W)     SCALED    
 OU0316* NAVD 88     -      1628.998  (meters)    5344.47   (feet)  ADJUSTED  
 OU0316  ___________________________________________________________________
 OU0316  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 OU0316  DYNAMIC HT  -        1628.079 (meters)    5341.46  (feet)  COMP
 OU0316  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 OU0316
 OU0316  VERT ORDER  -  FIRST     CLASS II
 OU0316
 OU0316.The horizontal coordinates were scaled from a topographic map and have
 OU0316.an estimated accuracy of +/- 6 seconds.
 OU0316
 OU0316.The orthometric height was determined by differential leveling
 OU0316.and adjusted by the National Geodetic Survey in June 1991..
 OU0316
 OU0316.The geoid height was determined by GEOID03.
 OU0316
 OU0316.The dynamic height is computed by dividing the NAVD 88
 OU0316.geopotential number by the normal gravity value computed on the
 OU0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0316.degrees latitude (g = 980.6199 gals.).
 OU0316
 OU0316.The modeled gravity was interpolated from observed gravity values.
 OU0316
 OU0316;                    North         East    Units  Estimated Accuracy
 OU0316;SPC WY E     -   348,110.      150,080.      MT  (+/- 180 meters Scaled)
 OU0316
 OU0316                          SUPERSEDED SURVEY CONTROL
 OU0316
 OU0316  NGVD 29 (06/08/92) 1628.163  (m)         5341.73   (f) ADJUSTED    1 2
 OU0316
 OU0316.Superseded values are not recommended for survey control.
 OU0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0316.See file dsdata.txt to determine how the superseded data were derived.
 OU0316
 OU0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ366313(NAD 83)
 OU0316_MARKER: I = METAL ROD
 OU0316_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0316_SP_SET: STAINLESS STEEL ROD
 OU0316_STAMPING: S 355 1985
 OU0316_MARK LOGO: NGS   
 OU0316_PROJECTION: FLUSH
 OU0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0316_ROD/PIPE-DEPTH: 3.2  meters
 OU0316
 OU0316  HISTORY     - Date     Condition        Report By
 OU0316  HISTORY     - 1985     MONUMENTED       NGS
 OU0316
 OU0316                          STATION DESCRIPTION
 OU0316
 OU0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0316'1.7 KM (1.05 MI) NORTH FROM PINE TREE JUNCTION.
 OU0316'1.7 KM (1.05 MI) NORTH ALONG STATE HIGHWAY 50 FROM PINE TREE JUNCTION,
 OU0316'ON THE SOUTH SLOPE OF A HILL, 0.53 KM (0.33 MI) SOUTH OF THE T
 OU0316'JUNCTION OF A DIRT ROAD LEADING WEST TO THE SIEVERS RANCH, 32.0 METERS
 OU0316'(105 FT) EAST OF THE HIGHWAY CENTERLINE, 105.2 METERS (345 FT) NORTH
 OU0316'OF THE EAST END OF A 24-INCH PIPE CULVERT, 7.6 METERS (25 FT) NORTH OF
 OU0316'THE FIRST POWER POLE NORTH OF A T JUNCTION POWER POLE AND 0.3 METER
 OU0316'(1 FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OU0316'HAD THROUGH A 5-INCH LOGO CAP.
 OU0316'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 OU0316'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0277 ***********************************************************************
 OV0277  DESIGNATION -  S 356
 OV0277  PID         -  OV0277
 OV0277  STATE/COUNTY-  WY/JOHNSON
 OV0277  USGS QUAD   -  LINCH (1973)
 OV0277
 OV0277                         *CURRENT SURVEY CONTROL
 OV0277  ___________________________________________________________________
 OV0277* NAD 83(1986)-  43 31 11.     (N)    106 08 50.     (W)     SCALED    
 OV0277* NAVD 88     -      1629.407  (meters)    5345.81   (feet)  ADJUSTED  
 OV0277  ___________________________________________________________________
 OV0277  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 OV0277  DYNAMIC HT  -        1628.470 (meters)    5342.74  (feet)  COMP
 OV0277  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 OV0277
 OV0277  VERT ORDER  -  FIRST     CLASS II
 OV0277
 OV0277.The horizontal coordinates were scaled from a topographic map and have
 OV0277.an estimated accuracy of +/- 6 seconds.
 OV0277
 OV0277.The orthometric height was determined by differential leveling
 OV0277.and adjusted by the National Geodetic Survey in June 1991..
 OV0277
 OV0277.The geoid height was determined by GEOID03.
 OV0277
 OV0277.The dynamic height is computed by dividing the NAVD 88
 OV0277.geopotential number by the normal gravity value computed on the
 OV0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0277.degrees latitude (g = 980.6199 gals.).
 OV0277
 OV0277.The modeled gravity was interpolated from observed gravity values.
 OV0277
 OV0277;                    North         East    Units  Estimated Accuracy
 OV0277;SPC WYEC     -   436,070.      495,890.      MT  (+/- 180 meters Scaled)
 OV0277
 OV0277                          SUPERSEDED SURVEY CONTROL
 OV0277
 OV0277  NGVD 29 (06/08/92) 1628.567  (m)         5343.06   (f) ADJUSTED    1 2
 OV0277
 OV0277.Superseded values are not recommended for survey control.
 OV0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0277.See file dsdata.txt to determine how the superseded data were derived.
 OV0277
 OV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ072191(NAD 83)
 OV0277_MARKER: I = METAL ROD
 OV0277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0277_SP_SET: STAINLESS STEEL ROD
 OV0277_STAMPING: S 356 1985
 OV0277_MARK LOGO: NGS   
 OV0277_PROJECTION: FLUSH
 OV0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0277_ROD/PIPE-DEPTH: 11.3 meters
 OV0277
 OV0277  HISTORY     - Date     Condition        Report By
 OV0277  HISTORY     - 1985     MONUMENTED       NGS
 OV0277
 OV0277                          STATION DESCRIPTION
 OV0277
 OV0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0277'17.3 KM (10.75 MI) NE FROM MIDWEST.
 OV0277'17.33 KM (10.77 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE
 OV0277'JUNCTION OF STATE HIGHWAY 259 AT MIDWEST, IN THE SOUTH CORNER OF THE T
 OV0277'JUNCTION OF A FIELD ACCESS ROAD LEADING SOUTHEAST, 0.94 KM (0.58 MI)
 OV0277'SOUTHWEST OF THE SOUTHWEST END OF A BRIDGE OVER MEADOW CREEK, 0.54 KM
 OV0277'(0.34 MI) SOUTHWEST OF MILEPOST 111, 29.6 METERS (97 FT) SOUTHEAST OF
 OV0277'THE HIGHWAY CENTERLINE, 21.9 METERS (72 FT) NORTHEAST OF THE CENTER OF
 OV0277'THE ROAD, 54.9 METERS (180 FT) SOUTH OF THE SOUTHEAST END OF A 36-INCH
 OV0277'CONCRETE PIPE CULVERT, 1.5 METERS (5 FT) SOUTHWEST OF TELEPHONE POLE
 OV0277'28 AND 0.3 METER (1 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 OV0277'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OV0277'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0385 ***********************************************************************
 PV0385  DESIGNATION -  S 357
 PV0385  PID         -  PV0385
 PV0385  STATE/COUNTY-  WY/CAMPBELL
 PV0385  USGS QUAD   -  LONE TREE CREEK (1972)
 PV0385
 PV0385                         *CURRENT SURVEY CONTROL
 PV0385  ___________________________________________________________________
 PV0385* NAD 83(1986)-  44 35 51.     (N)    105 19 47.     (W)     SCALED    
 PV0385* NAVD 88     -      1170.486  (meters)    3840.17   (feet)  ADJUSTED  
 PV0385  ___________________________________________________________________
 PV0385  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 PV0385  DYNAMIC HT  -        1170.086 (meters)    3838.86  (feet)  COMP
 PV0385  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 PV0385
 PV0385  VERT ORDER  -  FIRST     CLASS II
 PV0385
 PV0385.The horizontal coordinates were scaled from a topographic map and have
 PV0385.an estimated accuracy of +/- 6 seconds.
 PV0385
 PV0385.The orthometric height was determined by differential leveling
 PV0385.and adjusted by the National Geodetic Survey in June 1991..
 PV0385
 PV0385.The geoid height was determined by GEOID03.
 PV0385
 PV0385.The dynamic height is computed by dividing the NAVD 88
 PV0385.geopotential number by the normal gravity value computed on the
 PV0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0385.degrees latitude (g = 980.6199 gals.).
 PV0385
 PV0385.The modeled gravity was interpolated from observed gravity values.
 PV0385
 PV0385;                    North         East    Units  Estimated Accuracy
 PV0385;SPC WY E     -   455,150.      187,060.      MT  (+/- 180 meters Scaled)
 PV0385
 PV0385                          SUPERSEDED SURVEY CONTROL
 PV0385
 PV0385.No superseded survey control is available for this station.
 PV0385
 PV0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK738382(NAD 83)
 PV0385_MARKER: I = METAL ROD
 PV0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0385_SP_SET: STAINLESS STEEL ROD
 PV0385_STAMPING: S 357 1985
 PV0385_MARK LOGO: NGS   
 PV0385_PROJECTION: FLUSH
 PV0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0385_ROD/PIPE-DEPTH: 6.4  meters
 PV0385
 PV0385  HISTORY     - Date     Condition        Report By
 PV0385  HISTORY     - 1985     MONUMENTED       NGS
 PV0385
 PV0385                          STATION DESCRIPTION
 PV0385
 PV0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0385'45.6 KM (28.35 MI) NORTH FROM GILLETTE.
 PV0385'45.61 KM (28.35 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0385'GILLETTE AVENUE AT GILLETTE, IN THE CENTER OF A DOUBLE CONCRETE POST
 PV0385'BRACE IN THE RIGHT OF WAY FENCE, 0.30 KM (1 FT) EAST OF THE RIGHT OF
 PV0385'WAY FENCE, 29.6 METERS (97 FT) WEST OF THE HIGHWAY CENTERLINE AND 0.3
 PV0385'METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM
 PV0385'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0385'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0385'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0417 ***********************************************************************
 PV0417  DESIGNATION -  S 358
 PV0417  PID         -  PV0417
 PV0417  STATE/COUNTY-  WY/CROOK
 PV0417  USGS QUAD   -  ROZET SE (1971)
 PV0417
 PV0417                         *CURRENT SURVEY CONTROL
 PV0417  ___________________________________________________________________
 PV0417* NAD 83(1986)-  44 17 08.     (N)    105 04 04.     (W)     SCALED    
 PV0417* NAVD 88     -      1285.702  (meters)    4218.17   (feet)  ADJUSTED  
 PV0417  ___________________________________________________________________
 PV0417  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0417  DYNAMIC HT  -        1285.179 (meters)    4216.46  (feet)  COMP
 PV0417  MODELED GRAV-     980,166.8   (mgal)                       NAVD 88
 PV0417
 PV0417  VERT ORDER  -  FIRST     CLASS II
 PV0417
 PV0417.The horizontal coordinates were scaled from a topographic map and have
 PV0417.an estimated accuracy of +/- 6 seconds.
 PV0417
 PV0417.The orthometric height was determined by differential leveling
 PV0417.and adjusted by the National Geodetic Survey in June 1991..
 PV0417
 PV0417.The geoid height was determined by GEOID03.
 PV0417
 PV0417.The dynamic height is computed by dividing the NAVD 88
 PV0417.geopotential number by the normal gravity value computed on the
 PV0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0417.degrees latitude (g = 980.6199 gals.).
 PV0417
 PV0417.The modeled gravity was interpolated from observed gravity values.
 PV0417
 PV0417;                    North         East    Units  Estimated Accuracy
 PV0417;SPC WY E     -   420,480.      207,890.      MT  (+/- 180 meters Scaled)
 PV0417
 PV0417                          SUPERSEDED SURVEY CONTROL
 PV0417
 PV0417.No superseded survey control is available for this station.
 PV0417
 PV0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK945035(NAD 83)
 PV0417_MARKER: I = METAL ROD
 PV0417_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PV0417_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PV0417_STAMPING: S 358 1985
 PV0417_MARK LOGO: NGS   
 PV0417_PROJECTION: FLUSH
 PV0417_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PV0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0417+STABILITY: POSITION/ELEVATION WELL
 PV0417_ROD/PIPE-DEPTH: 12.2 meters
 PV0417_SLEEVE-DEPTH  : 7.0 meters
 PV0417
 PV0417  HISTORY     - Date     Condition        Report By
 PV0417  HISTORY     - 1985     MONUMENTED       NGS
 PV0417  HISTORY     - 20000609 GOOD             USGS
 PV0417
 PV0417                          STATION DESCRIPTION
 PV0417
 PV0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0417'10.1 KM (6.3 MI) WEST FROM MOORCROFT.
 PV0417'10.12 KM (6.29 MI) WEST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0417'FROM THE JUNCTION OF US HIGHWAY 14 AT MOORCROFT, IN THE INSIDE CORNER
 PV0417'OF THE NORTH ONE OF TWO ANGLED OFFSETS IN A RIGHT-OF-WAY FENCE,
 PV0417'0.17 KM (0.11 MI) WEST OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 PV0417'SOUTH TO THE TRUE OIL COMPANY DONKEY CREEK, 0.44 KM (0.27 MI) WEST OF
 PV0417'MILEPOST 148, 35.4 METERS (116 FT) NORTH OF THE HIGHWAY CENTERLINE,
 PV0417'20.0 METERS (65.5 FT) SOUTH OF THE CENTER OF THE EAST BOUND I 90
 PV0417'LANES, 155.1 METERS (509 FT) EAST OF A HIGH PRESSURE OIL PIPELINE,
 PV0417'2.4 METERS (8 FT) SOUTH-SOUTHWEST OF THE DOUBLE ANGLE IRON POST BRACE
 PV0417'AT THE OFFSET IN THE RIGHT-OF-WAY FENCE AND 2.4 METERS (8 FT)
 PV0417'SOUTHWEST OF THE NORTHWEST-SOUTHEAST OFFSET PORTION OF THE
 PV0417'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PV0417'5-INCH LOGO CAP.
 PV0417'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 PV0417'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 PV0417
 PV0417                          STATION RECOVERY (2000)
 PV0417
 PV0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0417'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0322 ***********************************************************************
 PW0322  DESIGNATION -  S 36
 PW0322  PID         -  PW0322
 PW0322  STATE/COUNTY-  WY/WASHAKIE
 PW0322  USGS QUAD   -  BROOM DRAW (1976)
 PW0322
 PW0322                         *CURRENT SURVEY CONTROL
 PW0322  ___________________________________________________________________
 PW0322* NAD 83(1986)-  44 00 30.     (N)    107 40 50.     (W)     SCALED    
 PW0322* NAVD 88     -      1448.166  (meters)    4751.19   (feet)  ADJUSTED  
 PW0322  ___________________________________________________________________
 PW0322  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 PW0322  DYNAMIC HT  -        1447.448 (meters)    4748.84  (feet)  COMP
 PW0322  MODELED GRAV-     980,072.1   (mgal)                       NAVD 88
 PW0322
 PW0322  VERT ORDER  -  FIRST     CLASS II
 PW0322
 PW0322.The horizontal coordinates were scaled from a topographic map and have
 PW0322.an estimated accuracy of +/- 6 seconds.
 PW0322
 PW0322.The orthometric height was determined by differential leveling
 PW0322.and adjusted by the National Geodetic Survey in June 1991..
 PW0322
 PW0322.The geoid height was determined by GEOID03.
 PW0322
 PW0322.The dynamic height is computed by dividing the NAVD 88
 PW0322.geopotential number by the normal gravity value computed on the
 PW0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0322.degrees latitude (g = 980.6199 gals.).
 PW0322
 PW0322.The modeled gravity was interpolated from observed gravity values.
 PW0322
 PW0322;                    North         East    Units  Estimated Accuracy
 PW0322;SPC WYEC     -   489,730.      372,160.      MT  (+/- 180 meters Scaled)
 PW0322
 PW0322                          SUPERSEDED SURVEY CONTROL
 PW0322
 PW0322  NGVD 29 (??/??/92) 1447.344  (m)         4748.49   (f) ADJ UNCH    1 2
 PW0322
 PW0322.Superseded values are not recommended for survey control.
 PW0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0322.See file dsdata.txt to determine how the superseded data were derived.
 PW0322
 PW0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ851762(NAD 83)
 PW0322_MARKER: DB = BENCH MARK DISK
 PW0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0322_SP_SET: CULVERT
 PW0322_STAMPING: S 36 1934
 PW0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0322
 PW0322  HISTORY     - Date     Condition        Report By
 PW0322  HISTORY     - 1934     MONUMENTED       CGS
 PW0322  HISTORY     - 1944     GOOD             NGS
 PW0322  HISTORY     - 1966     GOOD             USGS
 PW0322
 PW0322                          STATION DESCRIPTION
 PW0322
 PW0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PW0322'15.5 MI E FROM WORLAND.
 PW0322'15.5 MILES EAST ALONG U.S. HIGHWAY 16 FROM WORLAND, WASHAKIE COUNTY,
 PW0322'0.3 MILE EAST OF THE CORNER OF T. 47 N., R. 90 W., AT A CONCRETE
 PW0322'CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 0.7 FOOT NORTHEAST OF THE
 PW0322'SOUTHWEST CORNER, 21.1 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PW0322'AND 3.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 36
 PW0322'1934.
 PW0322
 PW0322                          STATION RECOVERY (1966)
 PW0322
 PW0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0311 ***********************************************************************
 OV0311  DESIGNATION -  S 360
 OV0311  PID         -  OV0311
 OV0311  STATE/COUNTY-  WY/NATRONA
 OV0311  USGS QUAD   -  TEAPOT ROCK (1978)
 OV0311
 OV0311                         *CURRENT SURVEY CONTROL
 OV0311  ___________________________________________________________________
 OV0311* NAD 83(1986)-  43 09 07.     (N)    106 19 58.     (W)     SCALED    
 OV0311* NAVD 88     -      1673.975  (meters)    5492.03   (feet)  ADJUSTED  
 OV0311  ___________________________________________________________________
 OV0311  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 OV0311  DYNAMIC HT  -        1672.950 (meters)    5488.67  (feet)  COMP
 OV0311  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 OV0311
 OV0311  VERT ORDER  -  FIRST     CLASS II
 OV0311
 OV0311.The horizontal coordinates were scaled from a topographic map and have
 OV0311.an estimated accuracy of +/- 6 seconds.
 OV0311
 OV0311.The orthometric height was determined by differential leveling
 OV0311.and adjusted by the National Geodetic Survey in June 1991..
 OV0311
 OV0311.The geoid height was determined by GEOID03.
 OV0311
 OV0311.The dynamic height is computed by dividing the NAVD 88
 OV0311.geopotential number by the normal gravity value computed on the
 OV0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0311.degrees latitude (g = 980.6199 gals.).
 OV0311
 OV0311.The modeled gravity was interpolated from observed gravity values.
 OV0311
 OV0311;                    North         East    Units  Estimated Accuracy
 OV0311;SPC WYEC     -   395,020.      481,380.      MT  (+/- 180 meters Scaled)
 OV0311
 OV0311                          SUPERSEDED SURVEY CONTROL
 OV0311
 OV0311  NGVD 29 (06/08/92) 1673.091  (m)         5489.13   (f) ADJUSTED    1 2
 OV0311
 OV0311.Superseded values are not recommended for survey control.
 OV0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0311.See file dsdata.txt to determine how the superseded data were derived.
 OV0311
 OV0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH916785(NAD 83)
 OV0311_MARKER: I = METAL ROD
 OV0311_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0311+WITH SETTING: INFORMATION.
 OV0311_SP_SET: SHALLOW-SET METAL ROD
 OV0311_STAMPING: S 360 1985
 OV0311_MARK LOGO: NGS   
 OV0311_PROJECTION: FLUSH
 OV0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0311_ROD/PIPE-DEPTH: 2.1  meters
 OV0311
 OV0311  HISTORY     - Date     Condition        Report By
 OV0311  HISTORY     - 1985     MONUMENTED       NGS
 OV0311  HISTORY     - 19920825 GOOD             USPSQD
 OV0311
 OV0311                          STATION DESCRIPTION
 OV0311
 OV0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0311'34.3 KM (21.3 MI) NORTH FROM CASPER.
 OV0311'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 OV0311'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 OV0311'28.34 KM (17.61 MI) NORTH ALONG THE I 25 SERVICE ROAD, IN THE CENTER
 OV0311'OF A DOUBLE WOODEN POST BRACE IN THE RIGHT OF WAY FENCE, IN THE TOP
 OV0311'CENTER OF A SHORT LOW ROAD CUT AT A SUMMIT IN THE ROAD, 2.06 KM (1.28
 OV0311'MI) SOUTH OF THE T JUNCTION OF HORSE CREEK ROAD LEADING WEST, 44.3
 OV0311'METERS (145.5 FT) EAST OF THE CENTER OF THE ROAD, 15.8 METERS (52 FT)
 OV0311'SOUTH-SOUTHWEST OF A POWER POLE AND 0.3 METER (1 FT) WEST OF THE RIGHT
 OV0311'OF WAY FENCE.  ROD SET TO 7 FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO
 OV0311'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OV0311'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OV0311'THE MARK IS 0.5 M ABOVE THE ROAD.
 OV0311
 OV0311                          STATION RECOVERY (1992)
 OV0311
 OV0311'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 OV0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0332 ***********************************************************************
 OU0332  DESIGNATION -  S 361
 OU0332  PID         -  OU0332
 OU0332  STATE/COUNTY-  WY/WESTON
 OU0332  USGS QUAD   -  PEDRO (1972)
 OU0332
 OU0332                         *CURRENT SURVEY CONTROL
 OU0332  ___________________________________________________________________
 OU0332* NAD 83(1986)-  43 52 48.     (N)    104 18 04.     (W)     SCALED    
 OU0332* NAVD 88     -      1271.156  (meters)    4170.45   (feet)  ADJUSTED  
 OU0332  ___________________________________________________________________
 OU0332  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OU0332  DYNAMIC HT  -        1270.599 (meters)    4168.62  (feet)  COMP
 OU0332  MODELED GRAV-     980,136.8   (mgal)                       NAVD 88
 OU0332
 OU0332  VERT ORDER  -  FIRST     CLASS II
 OU0332
 OU0332.The horizontal coordinates were scaled from a topographic map and have
 OU0332.an estimated accuracy of +/- 6 seconds.
 OU0332
 OU0332.The orthometric height was determined by differential leveling
 OU0332.and adjusted by the National Geodetic Survey in June 1991..
 OU0332
 OU0332.The geoid height was determined by GEOID03.
 OU0332
 OU0332.The dynamic height is computed by dividing the NAVD 88
 OU0332.geopotential number by the normal gravity value computed on the
 OU0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0332.degrees latitude (g = 980.6199 gals.).
 OU0332
 OU0332.The modeled gravity was interpolated from observed gravity values.
 OU0332
 OU0332;                    North         East    Units  Estimated Accuracy
 OU0332;SPC WY E     -   375,780.      269,560.      MT  (+/- 180 meters Scaled)
 OU0332
 OU0332                          SUPERSEDED SURVEY CONTROL
 OU0332
 OU0332.No superseded survey control is available for this station.
 OU0332
 OU0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ561587(NAD 83)
 OU0332_MARKER: DB = BENCH MARK DISK
 OU0332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OU0332_SP_SET: BRIDGE ABUTMENT
 OU0332_STAMPING: S 361 1985
 OU0332_MARK LOGO: NGS   
 OU0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0332
 OU0332  HISTORY     - Date     Condition        Report By
 OU0332  HISTORY     - 1985     MONUMENTED       NGS
 OU0332
 OU0332                          STATION DESCRIPTION
 OU0332
 OU0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0332'9.2 KM (5.7 MI) NW FROM NEWCASTLE.
 OU0332'9.2 KM (5.75 MI) NORTHWEST ALONG US HIGHWAY 16 FROM THE COUNTY
 OU0332'COURTHOUSE AT NEWCASTLE, IN TOP OF AND 0.15 METER (0.5 FT) SOUTHWEST
 OU0332'OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT FOR THE BRIDGE OVER OIL
 OU0332'CREEK, 0.65 KM (0.4 MI) SOUTHEAST OF MILEPOST 243, 5.3 METERS (17.5
 OU0332'FT) NORTHEAST OF THE HIGHWAY CENTERLINE.
 OU0332'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0359 ***********************************************************************
 OU0359  DESIGNATION -  S 362
 OU0359  PID         -  OU0359
 OU0359  STATE/COUNTY-  WY/WESTON
 OU0359  USGS QUAD   -  DEWEY (1951)
 OU0359
 OU0359                         *CURRENT SURVEY CONTROL
 OU0359  ___________________________________________________________________
 OU0359* NAD 83(1986)-  43 35 25.     (N)    104 06 27.     (W)     SCALED    
 OU0359* NAVD 88     -      1182.088  (meters)    3878.23   (feet)  ADJUSTED  
 OU0359  ___________________________________________________________________
 OU0359  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 OU0359  DYNAMIC HT  -        1181.594 (meters)    3876.61  (feet)  COMP
 OU0359  MODELED GRAV-     980,160.0   (mgal)                       NAVD 88
 OU0359
 OU0359  VERT ORDER  -  FIRST     CLASS II
 OU0359
 OU0359.The horizontal coordinates were scaled from a topographic map and have
 OU0359.an estimated accuracy of +/- 6 seconds.
 OU0359
 OU0359.The orthometric height was determined by differential leveling
 OU0359.and adjusted by the National Geodetic Survey in June 1991..
 OU0359
 OU0359.The geoid height was determined by GEOID03.
 OU0359
 OU0359.The dynamic height is computed by dividing the NAVD 88
 OU0359.geopotential number by the normal gravity value computed on the
 OU0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0359.degrees latitude (g = 980.6199 gals.).
 OU0359
 OU0359.The modeled gravity was interpolated from observed gravity values.
 OU0359
 OU0359;                    North         East    Units  Estimated Accuracy
 OU0359;SPC WY E     -   343,770.      285,530.      MT  (+/- 180 meters Scaled)
 OU0359
 OU0359                          SUPERSEDED SURVEY CONTROL
 OU0359
 OU0359.No superseded survey control is available for this station.
 OU0359
 OU0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ720267(NAD 83)
 OU0359_MARKER: I = METAL ROD
 OU0359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0359_SP_SET: STAINLESS STEEL ROD
 OU0359_STAMPING: S 362 1985
 OU0359_MARK LOGO: NGS   
 OU0359_PROJECTION: FLUSH
 OU0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0359+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 OU0359_ROD/PIPE-DEPTH: 3.3  meters
 OU0359
 OU0359  HISTORY     - Date     Condition        Report By
 OU0359  HISTORY     - 1985     MONUMENTED       NGS
 OU0359  HISTORY     - 20040403 GOOD             INDIV
 OU0359
 OU0359                          STATION DESCRIPTION
 OU0359
 OU0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0359'31.0 KM (19.25 MI) SOUTH FROM NEWCASTLE.
 OU0359'31.0 KM (19.25 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0359'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0359'NEWCASTLE, AT A SMALL OFFSET IN A RIGHT-OF-WAY FENCE, 2.35 KM (1.45
 OU0359'MI) SOUTH OF THE T JUNCTION OF A DIRT ROAD LEADING WEST TO M.W. LAKE,
 OU0359'17.4 METERS (57 FT) EAST OF THE HIGHWAY CENTERLINE, 3.5 METERS (11.5
 OU0359'FT) SOUTH OF THE WEST FENCE CORNER POST FOR THE OFFSET AND 0.5 METER
 OU0359'(1.5 FT) WEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 OU0359'IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0359'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OU0359'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 OU0359
 OU0359                          STATION RECOVERY (2004)
 OU0359
 OU0359'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CWD)
 OU0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1019 ***********************************************************************
 PY1019  DESIGNATION -  S 365
 PY1019  PID         -  PY1019
 PY1019  STATE/COUNTY-  WY/PARK
 PY1019  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY1019
 PY1019                         *CURRENT SURVEY CONTROL
 PY1019  ___________________________________________________________________
 PY1019* NAD 83(1986)-  44 57 21.     (N)    110 34 42.     (W)     SCALED    
 PY1019* NAVD 88     -      2058.695  (meters)    6754.24   (feet)  ADJUSTED  
 PY1019  ___________________________________________________________________
 PY1019  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY1019  DYNAMIC HT  -        2057.543 (meters)    6750.46  (feet)  COMP
 PY1019  MODELED GRAV-     979,983.7   (mgal)                       NAVD 88
 PY1019
 PY1019  VERT ORDER  -  FIRST     CLASS II
 PY1019
 PY1019.The horizontal coordinates were scaled from a topographic map and have
 PY1019.an estimated accuracy of +/- 6 seconds.
 PY1019
 PY1019.The orthometric height was determined by differential leveling
 PY1019.and adjusted by the National Geodetic Survey in June 1991..
 PY1019
 PY1019.The geoid height was determined by GEOID03.
 PY1019
 PY1019.The dynamic height is computed by dividing the NAVD 88
 PY1019.geopotential number by the normal gravity value computed on the
 PY1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1019.degrees latitude (g = 980.6199 gals.).
 PY1019
 PY1019.The modeled gravity was interpolated from observed gravity values.
 PY1019
 PY1019;                    North         East    Units  Estimated Accuracy
 PY1019;SPC WYWC     -   496,580.      455,740.      MT  (+/- 180 meters Scaled)
 PY1019
 PY1019                          SUPERSEDED SURVEY CONTROL
 PY1019
 PY1019  NGVD 29 (08/20/92) 2057.413  (m)         6750.03   (f) ADJUSTED    1 2
 PY1019
 PY1019.Superseded values are not recommended for survey control.
 PY1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1019.See file dsdata.txt to determine how the superseded data were derived.
 PY1019
 PY1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ332781(NAD 83)
 PY1019_MARKER: I = METAL ROD
 PY1019_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1019_SP_SET: STAINLESS STEEL ROD
 PY1019_STAMPING: S 365 1987
 PY1019_MARK LOGO: NGS   
 PY1019_PROJECTION: FLUSH
 PY1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1019_ROD/PIPE-DEPTH: 3.4  meters
 PY1019
 PY1019  HISTORY     - Date     Condition        Report By
 PY1019  HISTORY     - 1987     MONUMENTED       NGS
 PY1019
 PY1019                          STATION DESCRIPTION
 PY1019
 PY1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1019'12.0 KM (7.45 MI) EAST FROM MAMMOTH HOT SPRINGS.
 PY1019'12.0 KM (7.45 MI) EASTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1019'HIGHWAY FROM THE PARK HEADQUARTERS IN MAMMOTH HOT SPRINGS, 1.3 KM
 PY1019'(0.80 MI) WEST OF THE INTERSECTION OF A SERVICE ROAD, 1.0 KM (0.60
 PY1019'MI) EAST OF THE INTERSECTION OF BLACKTAIL DEER CREEK, 33.7 M (110.6
 PY1019'FT) WEST OF THE WEST END OF A HIGHWAY FILL, AND 11.8 M (38.7 FT)
 PY1019'NORTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT
 PY1019'IS HAD THROUGH A 5-INCH LOGO CAP.
 PY1019'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1005 ***********************************************************************
 PY1005  DESIGNATION -  S 366
 PY1005  PID         -  PY1005
 PY1005  STATE/COUNTY-  WY/PARK
 PY1005  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY1005
 PY1005                         *CURRENT SURVEY CONTROL
 PY1005  ___________________________________________________________________
 PY1005* NAD 83(1986)-  44 45 54.     (N)    110 27 56.     (W)     SCALED    
 PY1005* NAVD 88     -      2557.985  (meters)    8392.32   (feet)  ADJUSTED  
 PY1005  ___________________________________________________________________
 PY1005  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY1005  DYNAMIC HT  -        2556.281 (meters)    8386.73  (feet)  COMP
 PY1005  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 PY1005
 PY1005  VERT ORDER  -  FIRST     CLASS II
 PY1005
 PY1005.The horizontal coordinates were scaled from a topographic map and have
 PY1005.an estimated accuracy of +/- 6 seconds.
 PY1005
 PY1005.The orthometric height was determined by differential leveling
 PY1005.and adjusted by the National Geodetic Survey in June 1991..
 PY1005
 PY1005.The geoid height was determined by GEOID03.
 PY1005
 PY1005.The dynamic height is computed by dividing the NAVD 88
 PY1005.geopotential number by the normal gravity value computed on the
 PY1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1005.degrees latitude (g = 980.6199 gals.).
 PY1005
 PY1005.The modeled gravity was interpolated from observed gravity values.
 PY1005
 PY1005;                    North         East    Units  Estimated Accuracy
 PY1005;SPC WYWC     -   475,180.      464,190.      MT  (+/- 180 meters Scaled)
 PY1005
 PY1005                          SUPERSEDED SURVEY CONTROL
 PY1005
 PY1005  NGVD 29 (08/20/92) 2556.558  (m)         8387.64   (f) ADJUSTED    1 2
 PY1005
 PY1005.Superseded values are not recommended for survey control.
 PY1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1005.See file dsdata.txt to determine how the superseded data were derived.
 PY1005
 PY1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ422569(NAD 83)
 PY1005_MARKER: DB = BENCH MARK DISK
 PY1005_SETTING: 80 = SET IN A BOULDER
 PY1005_SP_SET: BOULDER
 PY1005_STAMPING: S 366 1987
 PY1005_MARK LOGO: NGS   
 PY1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1005+STABILITY: SURFACE MOTION
 PY1005
 PY1005  HISTORY     - Date     Condition        Report By
 PY1005  HISTORY     - 1987     MONUMENTED       NGS
 PY1005
 PY1005                          STATION DESCRIPTION
 PY1005
 PY1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1005'4.6 KM (2.85 MI) NORTH FROM CANYON VILLAGE.
 PY1005'4.6 KM (2.85 MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY1005'HIGHWAY FROM THE JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, SET
 PY1005'VERTICALLY IN THE EAST FACE OF A 20-FOOT EXPOSED AREA OF BEDROCK IN A
 PY1005'GRAVELED ROAD CUT, 17.6 M (57.7 FT) NORTHWEST OF THE CENTERLINE OF
 PY1005'THE HIGHWAY, 11.9 M (39.0 FT) NORTH OF A PIPE BARRICADE, 2.8 M (9.2
 PY1005'FT) WEST OF THE CENTER OF THE GRAVELED ROAD, AND 0.9 M (3.0 FT) SOUTH
 PY1005'OF THE NORTH END OF THE CUT.
 PY1005'THE MARK IS 0.7 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0799 ***********************************************************************
 PY0799  DESIGNATION -  S 367
 PY0799  PID         -  PY0799
 PY0799  STATE/COUNTY-  WY/TETON
 PY0799  USGS QUAD   -  WEST THUMB (1986)
 PY0799
 PY0799                         *CURRENT SURVEY CONTROL
 PY0799  ___________________________________________________________________
 PY0799* NAD 83(1986)-  44 25 18.     (N)    110 35 33.     (W)     SCALED    
 PY0799* NAVD 88     -      2467.621  (meters)    8095.85   (feet)  ADJUSTED  
 PY0799  ___________________________________________________________________
 PY0799  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 PY0799  DYNAMIC HT  -        2465.934 (meters)    8090.32  (feet)  COMP
 PY0799  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 PY0799
 PY0799  VERT ORDER  -  FIRST     CLASS II
 PY0799
 PY0799.The horizontal coordinates were scaled from a topographic map and have
 PY0799.an estimated accuracy of +/- 6 seconds.
 PY0799
 PY0799.The orthometric height was determined by differential leveling
 PY0799.and adjusted by the National Geodetic Survey in June 1991..
 PY0799
 PY0799.The geoid height was determined by GEOID03.
 PY0799
 PY0799.The dynamic height is computed by dividing the NAVD 88
 PY0799.geopotential number by the normal gravity value computed on the
 PY0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0799.degrees latitude (g = 980.6199 gals.).
 PY0799
 PY0799.The modeled gravity was interpolated from observed gravity values.
 PY0799
 PY0799;                    North         East    Units  Estimated Accuracy
 PY0799;SPC WY W     -   535,730.      759,460.      MT  (+/- 180 meters Scaled)
 PY0799
 PY0799                          SUPERSEDED SURVEY CONTROL
 PY0799
 PY0799  NGVD 29 (08/20/92) 2466.208  (m)         8091.22   (f) ADJUSTED    1 2
 PY0799
 PY0799.Superseded values are not recommended for survey control.
 PY0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0799.See file dsdata.txt to determine how the superseded data were derived.
 PY0799
 PY0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ324187(NAD 83)
 PY0799_MARKER: I = METAL ROD
 PY0799_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0799_SP_SET: STAINLESS STEEL ROD
 PY0799_STAMPING: S 367 1987
 PY0799_MARK LOGO: NGS   
 PY0799_PROJECTION: FLUSH
 PY0799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0799_ROD/PIPE-DEPTH: 4.0  meters
 PY0799
 PY0799  HISTORY     - Date     Condition        Report By
 PY0799  HISTORY     - 1987     MONUMENTED       NGS
 PY0799
 PY0799                          STATION DESCRIPTION
 PY0799
 PY0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0799'1.8 KM (1.10 MI) NW FROM WEST THUMB.
 PY0799'1.8 KM (1.10 MI) WESTERLY ALONG THE MADISON JUNCTION-WEST THUMB
 PY0799'HIGHWAY FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY
 PY0799'IN WEST THUMB, 26.6 M (87.3 FT) WEST OF THE CENTERLINE OF THE
 PY0799'HIGHWAY, 11.2 M (36.7 FT) NORTHEAST OF THE NORTH END OF A PIPE
 PY0799'BARRICADE, AND 10.5 M (34.4 FT) NORTH OF THE CENTER OF A TRACK ROAD.
 PY0799'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0799'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0921 ***********************************************************************
 PY0921  DESIGNATION -  S 368
 PY0921  PID         -  PY0921
 PY0921  STATE/COUNTY-  WY/PARK
 PY0921  USGS QUAD   -  BEACH LAKE (1986)
 PY0921
 PY0921                         *CURRENT SURVEY CONTROL
 PY0921  ___________________________________________________________________
 PY0921* NAD 83(1986)-  44 36 54.     (N)    110 36 00.     (W)     SCALED    
 PY0921* NAVD 88     -      2473.511  (meters)    8115.18   (feet)  ADJUSTED  
 PY0921  ___________________________________________________________________
 PY0921  GEOID HEIGHT-          -8.69  (meters)                     GEOID03
 PY0921  DYNAMIC HT  -        2471.861 (meters)    8109.76  (feet)  COMP
 PY0921  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 PY0921
 PY0921  VERT ORDER  -  FIRST     CLASS II
 PY0921
 PY0921.The horizontal coordinates were scaled from a topographic map and have
 PY0921.an estimated accuracy of +/- 6 seconds.
 PY0921
 PY0921.The orthometric height was determined by differential leveling
 PY0921.and adjusted by the National Geodetic Survey in June 1991..
 PY0921
 PY0921.The geoid height was determined by GEOID03.
 PY0921
 PY0921.The dynamic height is computed by dividing the NAVD 88
 PY0921.geopotential number by the normal gravity value computed on the
 PY0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0921.degrees latitude (g = 980.6199 gals.).
 PY0921
 PY0921.The modeled gravity was interpolated from observed gravity values.
 PY0921
 PY0921;                    North         East    Units  Estimated Accuracy
 PY0921;SPC WYWC     -   458,750.      453,170.      MT  (+/- 180 meters Scaled)
 PY0921
 PY0921                          SUPERSEDED SURVEY CONTROL
 PY0921
 PY0921  NGVD 29 (08/20/92) 2472.112  (m)         8110.59   (f) ADJUSTED    1 2
 PY0921
 PY0921.Superseded values are not recommended for survey control.
 PY0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0921.See file dsdata.txt to determine how the superseded data were derived.
 PY0921
 PY0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ317402(NAD 83)
 PY0921_MARKER: DB = BENCH MARK DISK
 PY0921_SETTING: 66 = SET IN ROCK OUTCROP
 PY0921_SP_SET: BEDROCK
 PY0921_STAMPING: S 368 1987
 PY0921_MARK LOGO: NGS   
 PY0921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0921+STABILITY: POSITION/ELEVATION WELL
 PY0921
 PY0921  HISTORY     - Date     Condition        Report By
 PY0921  HISTORY     - 1987     MONUMENTED       NGS
 PY0921
 PY0921                          STATION DESCRIPTION
 PY0921
 PY0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0921'25.6 KM (15.90 MI) SW FROM CANYON JUNCTION.
 PY0921'10.9 KM (6.75 MI) SOUTH ALONG THE MAIN ROAD FROM CANYON JUNCTION,
 PY0921'THENCE 14.7 KM (9.15 MI) WESTERLY ALONG TROUT CREEK TRAIL (OLD FIRE
 PY0921'ROAD TO MARY LAKE), CEMENTED IN A DRILL HOLE AT THE WEST EDGE AND AT
 PY0921'THE HIGH POINT OF A 5 X 8 FOOT EXPOSED AREA OF ROCK OUTCROP THAT
 PY0921'PROJECTS 3 FEET ALONG ITS EAST EDGE, 11.0 M (36.1 FT) NORTH OF THE
 PY0921'TRAIL, AND 10.0 M (32.8 FT) EAST OF THE CREST OF THE RIDGE.
 PY0921'THE MARK IS 1.5 M ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0303 ***********************************************************************
 PW0303  DESIGNATION -  S 37
 PW0303  PID         -  PW0303
 PW0303  STATE/COUNTY-  WY/JOHNSON
 PW0303  USGS QUAD   -  POWDER RIVER PASS (1993)
 PW0303
 PW0303                         *CURRENT SURVEY CONTROL
 PW0303  ___________________________________________________________________
 PW0303* NAD 83(1986)-  44 08 41.     (N)    107 02 49.     (W)     SCALED    
 PW0303* NAVD 88     -      2855.506  (meters)    9368.44   (feet)  ADJUSTED  
 PW0303  ___________________________________________________________________
 PW0303  GEOID HEIGHT-          -8.98  (meters)                     GEOID03
 PW0303  DYNAMIC HT  -        2853.726 (meters)    9362.60  (feet)  COMP
 PW0303  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 PW0303
 PW0303  VERT ORDER  -  FIRST     CLASS II
 PW0303
 PW0303.The horizontal coordinates were scaled from a topographic map and have
 PW0303.an estimated accuracy of +/- 6 seconds.
 PW0303
 PW0303.The orthometric height was determined by differential leveling
 PW0303.and adjusted by the National Geodetic Survey in June 1991..
 PW0303
 PW0303.The geoid height was determined by GEOID03.
 PW0303
 PW0303.The dynamic height is computed by dividing the NAVD 88
 PW0303.geopotential number by the normal gravity value computed on the
 PW0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0303.degrees latitude (g = 980.6199 gals.).
 PW0303
 PW0303.The modeled gravity was interpolated from observed gravity values.
 PW0303
 PW0303;                    North         East    Units  Estimated Accuracy
 PW0303;SPC WYEC     -   504,870.      422,910.      MT  (+/- 180 meters Scaled)
 PW0303
 PW0303                          SUPERSEDED SURVEY CONTROL
 PW0303
 PW0303  NGVD 29 (??/??/92) 2854.522  (m)         9365.21   (f) ADJ UNCH    1 2
 PW0303
 PW0303.Superseded values are not recommended for survey control.
 PW0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0303.See file dsdata.txt to determine how the superseded data were derived.
 PW0303
 PW0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ362899(NAD 83)
 PW0303_MARKER: DB = BENCH MARK DISK
 PW0303_SETTING: 80 = SET IN A BOULDER
 PW0303_STAMPING: S 37 1934
 PW0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0303+STABILITY: SURFACE MOTION
 PW0303
 PW0303  HISTORY     - Date     Condition        Report By
 PW0303  HISTORY     - 1934     MONUMENTED       CGS
 PW0303
 PW0303                          STATION DESCRIPTION
 PW0303
 PW0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0303'30.3 MI NE FROM TEN SLEEP.
 PW0303'IN JOHNSON COUNTY, 30.3 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN
 PW0303'SLEEP, JOHNSON COUNTY, 0.2 MILE NORTHEAST OF MUDDY PASS, WEST OF A
 PW0303'LARGE ROCK OUTCROP BEARING THE WHITE PAINTED LETTERS U.S.B.M. AND AN
 PW0303'ARROW, 53.9 FEET WEST OF THE HIGHEST SUMMIT OF THE OUTCROP, 30.4 FEET
 PW0303'NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.2 FEET EAST OF A 7-INCH JACK
 PW0303'PINE TREE, IN THE TOP OF A GRANITE BOULDER, AND ABOUT 4 FEET HIGHER
 PW0303'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 37 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0637 ***********************************************************************
 PV0637  DESIGNATION -  S 370
 PV0637  PID         -  PV0637
 PV0637  STATE/COUNTY-  WY/CROOK
 PV0637  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0637
 PV0637                         *CURRENT SURVEY CONTROL
 PV0637  ___________________________________________________________________
 PV0637* NAD 83(1986)-  44 23 32.     (N)    104 23 53.     (W)     SCALED    
 PV0637* NAVD 88     -      1484.041  (meters)    4868.89   (feet)  ADJUSTED  
 PV0637  ___________________________________________________________________
 PV0637  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 PV0637  DYNAMIC HT  -        1483.442 (meters)    4866.93  (feet)  COMP
 PV0637  MODELED GRAV-     980,161.2   (mgal)                       NAVD 88
 PV0637
 PV0637  VERT ORDER  -  FIRST     CLASS II
 PV0637
 PV0637.The horizontal coordinates were scaled from a topographic map and have
 PV0637.an estimated accuracy of +/- 6 seconds.
 PV0637
 PV0637.The orthometric height was determined by differential leveling
 PV0637.and adjusted by the National Geodetic Survey in September 1993..
 PV0637
 PV0637.The geoid height was determined by GEOID03.
 PV0637
 PV0637.The dynamic height is computed by dividing the NAVD 88
 PV0637.geopotential number by the normal gravity value computed on the
 PV0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0637.degrees latitude (g = 980.6199 gals.).
 PV0637
 PV0637.The modeled gravity was interpolated from observed gravity values.
 PV0637
 PV0637;                    North         East    Units  Estimated Accuracy
 PV0637;SPC WY E     -   432,620.      261,240.      MT  (+/- 180 meters Scaled)
 PV0637
 PV0637                          SUPERSEDED SURVEY CONTROL
 PV0637
 PV0637.No superseded survey control is available for this station.
 PV0637
 PV0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK479156(NAD 83)
 PV0637_MARKER: DV = VERTICAL CONTROL DISK
 PV0637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0637_SP_SET: PILE CAP
 PV0637_STAMPING: S 370 1991
 PV0637_MARK LOGO: NGS   
 PV0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0637+STABILITY: POSITION/ELEVATION WELL
 PV0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0637+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0637
 PV0637  HISTORY     - Date     Condition        Report By
 PV0637  HISTORY     - 1991     MONUMENTED       NGS
 PV0637
 PV0637                          STATION DESCRIPTION
 PV0637
 PV0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0637'2.8 KM (1.75 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0637'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, NEAR THE CENTER
 PV0637'OF THE MOST NORTHERLY CONCRETE PILE CAP FOR THE HIGHWAY OVERPASS OF
 PV0637'U.S. HIGHWAY 14 (EXIT 185), AND 10.0 M (32.8 FT) NORTH OF AND LEVEL
 PV0637'WITH THE CENTERLINE OF THE U.S. HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0091 ***********************************************************************
 PW0091  DESIGNATION -  S 38
 PW0091  PID         -  PW0091
 PW0091  STATE/COUNTY-  WY/JOHNSON
 PW0091  USGS QUAD   -  BUFFALO NE (1970)
 PW0091
 PW0091                         *CURRENT SURVEY CONTROL
 PW0091  ___________________________________________________________________
 PW0091* NAD 83(1986)-  44 25 58.     (N)    106 35 24.     (W)     SCALED    
 PW0091* NAVD 88     -      1320.871  (meters)    4333.56   (feet)  ADJUSTED  
 PW0091  ___________________________________________________________________
 PW0091  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 PW0091  DYNAMIC HT  -        1320.292 (meters)    4331.66  (feet)  COMP
 PW0091  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 PW0091
 PW0091  VERT ORDER  -  FIRST     CLASS II
 PW0091
 PW0091.The horizontal coordinates were scaled from a topographic map and have
 PW0091.an estimated accuracy of +/- 6 seconds.
 PW0091
 PW0091.The orthometric height was determined by differential leveling
 PW0091.and adjusted by the National Geodetic Survey in June 1991..
 PW0091
 PW0091.The geoid height was determined by GEOID03.
 PW0091
 PW0091.The dynamic height is computed by dividing the NAVD 88
 PW0091.geopotential number by the normal gravity value computed on the
 PW0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0091.degrees latitude (g = 980.6199 gals.).
 PW0091
 PW0091.The modeled gravity was interpolated from observed gravity values.
 PW0091
 PW0091;                    North         East    Units  Estimated Accuracy
 PW0091;SPC WYEC     -   537,100.      459,180.      MT  (+/- 180 meters Scaled)
 PW0091
 PW0091                          SUPERSEDED SURVEY CONTROL
 PW0091
 PW0091  NGVD 29 (??/??/92) 1320.101  (m)         4331.03   (f) ADJ UNCH    1 2
 PW0091
 PW0091.Superseded values are not recommended for survey control.
 PW0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0091.See file dsdata.txt to determine how the superseded data were derived.
 PW0091
 PW0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK734211(NAD 83)
 PW0091_MARKER: DB = BENCH MARK DISK
 PW0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0091_STAMPING: S 38 1934
 PW0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0091+STABILITY: SURFACE MOTION
 PW0091
 PW0091  HISTORY     - Date     Condition        Report By
 PW0091  HISTORY     - 1934     MONUMENTED       CGS
 PW0091  HISTORY     - 1970     MARK NOT FOUND   USGS
 PW0091
 PW0091                          STATION DESCRIPTION
 PW0091
 PW0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0091'8.7 MI NE FROM BUFFALO.
 PW0091'8.7 MILES NORTHEAST ALONG THE WYOMING RAILWAY FROM BUFFALO, JOHNSON
 PW0091'COUNTY, 44.4 FEET NORTH OF MILEPOST 20, 225 FEET NORTH OF THE CENTER
 PW0091'OF A CROSSING, 28.8 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 PW0091'NORTHWEST FROM U.S. HIGHWAY 16, 39.3 FEET WEST OF THE WEST RAIL, AND
 PW0091'8.4 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED S 38 1934 AND SET
 PW0091'IN THE TOP OF A CONCRETE POST.
 PW0091
 PW0091                          STATION RECOVERY (1970)
 PW0091
 PW0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PW0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0056 ***********************************************************************
 OV0056  DESIGNATION -  S 39
 OV0056  PID         -  OV0056
 OV0056  STATE/COUNTY-  WY/JOHNSON
 OV0056  USGS QUAD   -  SCHLICHT DRAW (1981)
 OV0056
 OV0056                         *CURRENT SURVEY CONTROL
 OV0056  ___________________________________________________________________
 OV0056* NAD 83(1986)-  43 58 57.     (N)    106 41 08.     (W)     SCALED    
 OV0056* NAVD 88     -      1455.161  (meters)    4774.14   (feet)  ADJUSTED  
 OV0056  ___________________________________________________________________
 OV0056  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 OV0056  DYNAMIC HT  -        1454.427 (meters)    4771.73  (feet)  COMP
 OV0056  MODELED GRAV-     980,063.2   (mgal)                       NAVD 88
 OV0056
 OV0056  VERT ORDER  -  SECOND    CLASS 0
 OV0056
 OV0056.The horizontal coordinates were scaled from a topographic map and have
 OV0056.an estimated accuracy of +/- 6 seconds.
 OV0056
 OV0056.The orthometric height was determined by differential leveling
 OV0056.and adjusted by the National Geodetic Survey in June 1991..
 OV0056
 OV0056.The geoid height was determined by GEOID03.
 OV0056
 OV0056.The dynamic height is computed by dividing the NAVD 88
 OV0056.geopotential number by the normal gravity value computed on the
 OV0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0056.degrees latitude (g = 980.6199 gals.).
 OV0056
 OV0056.The modeled gravity was interpolated from observed gravity values.
 OV0056
 OV0056;                    North         East    Units  Estimated Accuracy
 OV0056;SPC WYEC     -   487,010.      451,970.      MT  (+/- 180 meters Scaled)
 OV0056
 OV0056                          SUPERSEDED SURVEY CONTROL
 OV0056
 OV0056  NGVD 29 (??/??/92) 1454.330  (m)         4771.41   (f) ADJ UNCH    2 0
 OV0056
 OV0056.Superseded values are not recommended for survey control.
 OV0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0056.See file dsdata.txt to determine how the superseded data were derived.
 OV0056
 OV0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ648713(NAD 83)
 OV0056_MARKER: DB = BENCH MARK DISK
 OV0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0056_STAMPING: S 39 1934
 OV0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0056+STABILITY: SURFACE MOTION
 OV0056
 OV0056  HISTORY     - Date     Condition        Report By
 OV0056  HISTORY     - 1934     MONUMENTED       CGS
 OV0056  HISTORY     - 1946     GOOD             NGS
 OV0056
 OV0056                          STATION DESCRIPTION
 OV0056
 OV0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0056'19.9 MI N FROM KAYCEE.
 OV0056'19.9 MILES NORTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY,
 OV0056'1.1 MILES NORTH OF SOUTH FORK CRAZY WOMAN CREEK, 0.3 MILE SOUTH OF
 OV0056'BEAVER CREEK, 0.2 MILE NORTH OF A DIRT CROSSROAD, 73.3 FEET NORTHWEST
 OV0056'OF THE CENTERLINE OF A CONCRETE CULVERT, 48.4 FEET WEST OF THE
 OV0056'CENTERLINE OF THE HIGHWAY, AND 1.4 FEET EAST OF A FENCE.  A STANDARD
 OV0056'DISK, STAMPED S 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0037 ***********************************************************************
 OV0037  DESIGNATION -  S 40
 OV0037  PID         -  OV0037
 OV0037  STATE/COUNTY-  WY/NATRONA
 OV0037  USGS QUAD   -  MIDWEST (1978)
 OV0037
 OV0037                         *CURRENT SURVEY CONTROL
 OV0037  ___________________________________________________________________
 OV0037* NAD 83(1986)-  43 25 01.     (N)    106 22 21.     (W)     SCALED    
 OV0037* NAVD 88     -      1544.294  (meters)    5066.57   (feet)  ADJUSTED  
 OV0037  ___________________________________________________________________
 OV0037  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 OV0037  DYNAMIC HT  -        1543.451 (meters)    5063.81  (feet)  COMP
 OV0037  MODELED GRAV-     980,018.6   (mgal)                       NAVD 88
 OV0037
 OV0037  VERT ORDER  -  SECOND    CLASS 0
 OV0037
 OV0037.The horizontal coordinates were scaled from a topographic map and have
 OV0037.an estimated accuracy of +/- 6 seconds.
 OV0037
 OV0037.The orthometric height was determined by differential leveling
 OV0037.and adjusted by the National Geodetic Survey in June 1991..
 OV0037
 OV0037.The geoid height was determined by GEOID03.
 OV0037
 OV0037.The dynamic height is computed by dividing the NAVD 88
 OV0037.geopotential number by the normal gravity value computed on the
 OV0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0037.degrees latitude (g = 980.6199 gals.).
 OV0037
 OV0037.The modeled gravity was interpolated from observed gravity values.
 OV0037
 OV0037;                    North         East    Units  Estimated Accuracy
 OV0037;SPC WYEC     -   424,420.      477,810.      MT  (+/- 180 meters Scaled)
 OV0037
 OV0037                          SUPERSEDED SURVEY CONTROL
 OV0037
 OV0037  NGVD 29 (??/??/92) 1543.485  (m)         5063.92   (f) ADJ UNCH    2 0
 OV0037
 OV0037.Superseded values are not recommended for survey control.
 OV0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0037.See file dsdata.txt to determine how the superseded data were derived.
 OV0037
 OV0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ888080(NAD 83)
 OV0037_MARKER: DB = BENCH MARK DISK
 OV0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0037_STAMPING: S 40 1934
 OV0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0037+STABILITY: SURFACE MOTION
 OV0037
 OV0037  HISTORY     - Date     Condition        Report By
 OV0037  HISTORY     - 1934     MONUMENTED       CGS
 OV0037  HISTORY     - 1968     GOOD             USGS
 OV0037  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0037
 OV0037                          STATION DESCRIPTION
 OV0037
 OV0037'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0037'5.8 MI NW FROM MIDWEST.
 OV0037'FROM THE JUNCTION OF U.S. 87 AND WYOMING 387 AT MIDWEST.  PROCEED
 OV0037'NORTHWEST ON U.S. 87 3.4 MILES TO Y-JUNCTION, TAKE LEFT FORK ALONG OLD
 OV0037'HIGHWAY 2.4 MILES TO BM ON RIGHT 81FT NORTH OF ROAD, 258 FT EAST OF
 OV0037'ROAD AT A PIPELINE, 0.2 MILES EAST OF THE SHEPPERSON ROAD.  A STANDARD
 OV0037'TABLET SET IN A CONCRETE POST.
 OV0037
 OV0037                          STATION RECOVERY (1985)
 OV0037
 OV0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0037'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0205 ***********************************************************************
 OX0205  DESIGNATION -  S 41
 OX0205  PID         -  OX0205
 OX0205  STATE/COUNTY-  WY/TETON
 OX0205  USGS QUAD   -  COLTER BAY (1968)
 OX0205
 OX0205                         *CURRENT SURVEY CONTROL
 OX0205  ___________________________________________________________________
 OX0205* NAD 83(1986)-  43 56 27.     (N)    110 38 05.     (W)     SCALED    
 OX0205* NAVD 88     -      2070.540  (meters)    6793.10   (feet)  ADJUSTED  
 OX0205  ___________________________________________________________________
 OX0205  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 OX0205  DYNAMIC HT  -        2069.146 (meters)    6788.52  (feet)  COMP
 OX0205  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 OX0205
 OX0205  VERT ORDER  -  SECOND    CLASS 0
 OX0205
 OX0205.The horizontal coordinates were scaled from a topographic map and have
 OX0205.an estimated accuracy of +/- 6 seconds.
 OX0205
 OX0205.The orthometric height was determined by differential leveling
 OX0205.and adjusted by the National Geodetic Survey in June 1991..
 OX0205
 OX0205.The geoid height was determined by GEOID03.
 OX0205
 OX0205.The dynamic height is computed by dividing the NAVD 88
 OX0205.geopotential number by the normal gravity value computed on the
 OX0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0205.degrees latitude (g = 980.6199 gals.).
 OX0205
 OX0205.The modeled gravity was interpolated from observed gravity values.
 OX0205
 OX0205;                    North         East    Units  Estimated Accuracy
 OX0205;SPC WY W     -   482,320.      755,730.      MT  (+/- 180 meters Scaled)
 OX0205
 OX0205                          SUPERSEDED SURVEY CONTROL
 OX0205
 OX0205  NGVD 29 (??/??/92) 2069.216  (m)         6788.75   (f) ADJ UNCH    2 0
 OX0205
 OX0205.Superseded values are not recommended for survey control.
 OX0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0205.See file dsdata.txt to determine how the superseded data were derived.
 OX0205
 OX0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP293653(NAD 83)
 OX0205_MARKER: DB = BENCH MARK DISK
 OX0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0205_STAMPING: S 41 1934
 OX0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0205+STABILITY: SURFACE MOTION
 OX0205
 OX0205  HISTORY     - Date     Condition        Report By
 OX0205  HISTORY     - 1934     MONUMENTED       CGS
 OX0205  HISTORY     - 1968     GOOD             USGS
 OX0205
 OX0205                          STATION DESCRIPTION
 OX0205
 OX0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0205'7.3 MI N FROM MORAN.
 OX0205'7.3 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, TETON
 OX0205'COUNTY, 6.0 MILES NORTH OF THE JUNCTION WITH U.S. HIGHWAY 187, 3.6
 OX0205'MILES SOUTH OF THE ARIZONA RANGER STATION 0.8 MILES NORTH OF THE LEEK
 OX0205'CAMP, AT A SHORT S CURVE, 40.0 FEET EAST OF THE CENTER LINE OF THE
 OX0205'HIGHWAY.  A STANDARD DISK STAMPED S 41 1934 AND SET IN THE TOP OF A
 OX0205'CONCRETE POST.
 OX0205
 OX0205                          STATION RECOVERY (1968)
 OX0205
 OX0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0138 ***********************************************************************
 OW0138  DESIGNATION -  S 42
 OW0138  PID         -  OW0138
 OW0138  STATE/COUNTY-  WY/FREMONT
 OW0138  USGS QUAD   -  KISINGER LAKES (1991)
 OW0138
 OW0138                         *CURRENT SURVEY CONTROL
 OW0138  ___________________________________________________________________
 OW0138* NAD 83(1986)-  43 42 44.     (N)    109 58 01.     (W)     SCALED    
 OW0138* NAVD 88     -      2557.569  (meters)    8390.96   (feet)  ADJUSTED  
 OW0138  ___________________________________________________________________
 OW0138  GEOID HEIGHT-          -7.76  (meters)                     GEOID03
 OW0138  DYNAMIC HT  -        2555.620 (meters)    8384.56  (feet)  COMP
 OW0138  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 OW0138
 OW0138  VERT ORDER  -  SECOND    CLASS 0
 OW0138
 OW0138.The horizontal coordinates were scaled from a topographic map and have
 OW0138.an estimated accuracy of +/- 6 seconds.
 OW0138
 OW0138.The orthometric height was determined by differential leveling
 OW0138.and adjusted by the National Geodetic Survey in June 1991..
 OW0138
 OW0138.The geoid height was determined by GEOID03.
 OW0138
 OW0138.The dynamic height is computed by dividing the NAVD 88
 OW0138.geopotential number by the normal gravity value computed on the
 OW0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0138.degrees latitude (g = 980.6199 gals.).
 OW0138
 OW0138.The modeled gravity was interpolated from observed gravity values.
 OW0138
 OW0138;                    North         East    Units  Estimated Accuracy
 OW0138;SPC WYWC     -   357,500.      501,930.      MT  (+/- 180 meters Scaled)
 OW0138
 OW0138                          SUPERSEDED SURVEY CONTROL
 OW0138
 OW0138  NGVD 29 (??/??/92) 2556.193  (m)         8386.44   (f) ADJ UNCH    2 0
 OW0138
 OW0138.Superseded values are not recommended for survey control.
 OW0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0138.See file dsdata.txt to determine how the superseded data were derived.
 OW0138
 OW0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP832404(NAD 83)
 OW0138_MARKER: DB = BENCH MARK DISK
 OW0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0138_STAMPING: S 42 1934
 OW0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0138+STABILITY: SURFACE MOTION
 OW0138
 OW0138  HISTORY     - Date     Condition        Report By
 OW0138  HISTORY     - 1934     MONUMENTED       CGS
 OW0138  HISTORY     - 1954     GOOD             NGS
 OW0138
 OW0138                          STATION DESCRIPTION
 OW0138
 OW0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0138'45.7 MI E FROM MORAN.
 OW0138'IN FREMONT COUNTY, ABOUT 45.7 MILES EAST ALONG U.S. HIGHWAY 287 FROM
 OW0138'THE DAM AT MORAN, TETON COUNTY, ABOUT 23.9 MILES WEST OF DUBOIS,
 OW0138'FREMONT COUNTY, ABOUT 9.4 MILES EAST OF THE TWO-GWO-TEE PASS, ABOUT
 OW0138'4.5 MILES EAST OF THE ENTRANCE TO THE DIAMOND G RANCH, AT THE PINNACLE
 OW0138'CAMP GROUND, 46.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN
 OW0138'BRIDGE, 27.0 FEET WEST OF A DIM ROAD LEADING NORTH, AND 37.6 FEET
 OW0138'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S
 OW0138'42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OW0138
 OW0138                          STATION RECOVERY (1954)
 OW0138
 OW0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 OW0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0111 ***********************************************************************
 NS0111  DESIGNATION -  S 43
 NS0111  PID         -  NS0111
 NS0111  STATE/COUNTY-  WY/SUBLETTE
 NS0111  USGS QUAD   -  BULL DRAW (1969)
 NS0111
 NS0111                         *CURRENT SURVEY CONTROL
 NS0111  ___________________________________________________________________
 NS0111* NAD 83(1986)-  42 29 01.     (N)    109 35 02.     (W)     SCALED    
 NS0111* NAVD 88     -      2183.331  (meters)    7163.15   (feet)  ADJUSTED  
 NS0111  ___________________________________________________________________
 NS0111  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 NS0111  DYNAMIC HT  -        2181.482 (meters)    7157.08  (feet)  COMP
 NS0111  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 NS0111
 NS0111  VERT ORDER  -  FIRST     CLASS II
 NS0111
 NS0111.The horizontal coordinates were scaled from a topographic map and have
 NS0111.an estimated accuracy of +/- 6 seconds.
 NS0111
 NS0111.The orthometric height was determined by differential leveling
 NS0111.and adjusted by the National Geodetic Survey in June 1991..
 NS0111
 NS0111.The geoid height was determined by GEOID03.
 NS0111
 NS0111.The dynamic height is computed by dividing the NAVD 88
 NS0111.geopotential number by the normal gravity value computed on the
 NS0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0111.degrees latitude (g = 980.6199 gals.).
 NS0111
 NS0111.The modeled gravity was interpolated from observed gravity values.
 NS0111
 NS0111;                    North         East    Units  Estimated Accuracy
 NS0111;SPC WY W     -   320,410.      841,060.      MT  (+/- 180 meters Scaled)
 NS0111
 NS0111                          SUPERSEDED SURVEY CONTROL
 NS0111
 NS0111  NGVD 29 (??/??/92) 2181.933  (m)         7158.56   (f) ADJ UNCH    1 2
 NS0111
 NS0111.Superseded values are not recommended for survey control.
 NS0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0111.See file dsdata.txt to determine how the superseded data were derived.
 NS0111
 NS0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN163044(NAD 83)
 NS0111_MARKER: DB = BENCH MARK DISK
 NS0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0111_STAMPING: S 43 1934
 NS0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0111+STABILITY: SURFACE MOTION
 NS0111
 NS0111  HISTORY     - Date     Condition        Report By
 NS0111  HISTORY     - 1934     MONUMENTED       CGS
 NS0111  HISTORY     - 1969     GOOD             USGS
 NS0111
 NS0111                          STATION DESCRIPTION
 NS0111
 NS0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0111'25.3 MI NW FROM FARSON.
 NS0111'HOTEL AT FARSON, 25.3 MILES NORTHWEST OF, ALONG US HWY. 187 TO JCT. OF
 NS0111'NORTHEAST-SOUTHWEST DIRT ROAD, PROCEED 0.2 MILES SOUTHWEST ALONG DIRT
 NS0111'ROAD TO JCT. OF OLD US HWY. 187.  THENCE 0.65 MILES NORTHWEST ALONG
 NS0111'OLD HWY. 30 FT. WEST OF CENTERLINE OF OLD HWY.  BRASS CAP IN TOP OF
 NS0111'CONCRETE POST.  IN NW OF SEC 15.  T 29N.  R107W, STAMPED S 43 1934.
 NS0111
 NS0111                          STATION RECOVERY (1969)
 NS0111
 NS0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NS0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0006 ***********************************************************************
 NT0006  DESIGNATION -  S 44 RESET
 NT0006  PID         -  NT0006
 NT0006  STATE/COUNTY-  WY/SUBLETTE
 NT0006  USGS QUAD   -  DANIEL JUNCTION (1970)
 NT0006
 NT0006                         *CURRENT SURVEY CONTROL
 NT0006  ___________________________________________________________________
 NT0006* NAD 83(1986)-  42 53 25.     (N)    110 04 20.     (W)     SCALED    
 NT0006* NAVD 88     -      2203.37   (+/-2cm)    7228.9    (feet)  VERTCON   
 NT0006  ___________________________________________________________________
 NT0006  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 NT0006
 NT0006  VERT ORDER  -  THIRD (See Below)
 NT0006
 NT0006.The horizontal coordinates were scaled from a topographic map and have
 NT0006.an estimated accuracy of +/- 6 seconds.
 NT0006
 NT0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0006.The vertical order pertains to the NGVD 29 superseded value.
 NT0006
 NT0006.The geoid height was determined by GEOID03.
 NT0006
 NT0006;                    North         East    Units  Estimated Accuracy
 NT0006;SPC WY W     -   365,470.      800,910.      MT  (+/- 180 meters Scaled)
 NT0006
 NT0006                          SUPERSEDED SURVEY CONTROL
 NT0006
 NT0006  NGVD 29 (03/28/06) 2201.95   (m)         7224.2    (f) RESET       3  
 NT0006
 NT0006.Superseded values are not recommended for survey control.
 NT0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0006.See file dsdata.txt to determine how the superseded data were derived.
 NT0006
 NT0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN757490(NAD 83)
 NT0006_MARKER: DB = BENCH MARK DISK
 NT0006_SETTING: 0 = UNSPECIFIED SETTING
 NT0006_STAMPING: S 44 RESET 1970
 NT0006_MARK LOGO: WYHD  
 NT0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0006
 NT0006  HISTORY     - Date     Condition        Report By
 NT0006  HISTORY     - 1970     MONUMENTED       WYHD
 NT0006  HISTORY     - 1983     GOOD             LOCSUR
 NT0006  HISTORY     - 19910125 POOR             WYDT
 NT0006
 NT0006                          STATION DESCRIPTION
 NT0006
 NT0006'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1970
 NT0006'10.8 MI NW FROM PINEDALE.
 NT0006'ABOUT 10.8 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 NT0006'AT PINEDALE, ABOUT 2.0 MILES NORTH OF DANIEL, IN THE TRIANGLE AT THE
 NT0006'JUNCTION WITH STATE HIGHWAY 287, 59.5 FEET WEST OF THE CENTER LINE OF
 NT0006'THE OLD ROAD BISECTING THE TRIANGLE INTO EQUAL EAST AND WEST PARTS,
 NT0006'AND 81.0 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 187, MARK IS
 NT0006'LOCATED DIRECTLY ACROSS THE ROAD FROM A LOG HOUSE ON THE NORTH SIDE OF
 NT0006'THE ROAD.
 NT0006
 NT0006                          STATION RECOVERY (1983)
 NT0006
 NT0006'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NT0006'RECOVERED IN GOOD CONDITION.
 NT0006
 NT0006                          STATION RECOVERY (1991)
 NT0006
 NT0006'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1991
 NT0006'RECOVERED IN POOR CONDITION, MARK OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0062 ***********************************************************************
 OX0062  DESIGNATION -  S 45 RESET
 OX0062  PID         -  OX0062
 OX0062  STATE/COUNTY-  WY/SUBLETTE
 OX0062  USGS QUAD   -  BULL CREEK (1996)
 OX0062
 OX0062                         *CURRENT SURVEY CONTROL
 OX0062  ___________________________________________________________________
 OX0062* NAD 83(1986)-  43 17 20.     (N)    110 32 31.     (W)     SCALED    
 OX0062* NAVD 88     -      1926.49   (+/-2cm)    6320.5    (feet)  VERTCON   
 OX0062  ___________________________________________________________________
 OX0062  GEOID HEIGHT-         -10.05  (meters)                     GEOID03
 OX0062
 OX0062  VERT ORDER  -  THIRD (See Below)
 OX0062
 OX0062.The horizontal coordinates were scaled from a topographic map and have
 OX0062.an estimated accuracy of +/- 6 seconds.
 OX0062
 OX0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0062.The vertical order pertains to the NGVD 29 superseded value.
 OX0062
 OX0062.The geoid height was determined by GEOID03.
 OX0062
 OX0062;                    North         East    Units  Estimated Accuracy
 OX0062;SPC WY W     -   409,850.      762,780.      MT  (+/- 180 meters Scaled)
 OX0062
 OX0062                          SUPERSEDED SURVEY CONTROL
 OX0062
 OX0062  NGVD 29 (03/28/06) 1925.14   (m)         6316.1    (f) RESET       3  
 OX0062
 OX0062.Superseded values are not recommended for survey control.
 OX0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0062.See file dsdata.txt to determine how the superseded data were derived.
 OX0062
 OX0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN371929(NAD 83)
 OX0062_MARKER: DB = BENCH MARK DISK
 OX0062_SETTING: 80 = SET IN A BOULDER
 OX0062_SP_SET: BOULDER
 OX0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0062+STABILITY: SURFACE MOTION
 OX0062
 OX0062  HISTORY     - Date     Condition        Report By
 OX0062  HISTORY     - 1962     MONUMENTED       CGS
 OX0062  HISTORY     - 1962     GOOD             NGS
 OX0062
 OX0062                          STATION DESCRIPTION
 OX0062
 OX0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OX0062'9.5 MI NW FROM TRIANGLE F RANCH.
 OX0062'9.5 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE TRIANGLE F RANCH,
 OX0062'10.75 MILES NORTHWEST OF THE SCHOOL AT BONDURANT, 0.6 MILE WEST OF A
 OX0062'CONCRETE BRIDGE OVER HOBACK RIVER, ON THE WEST BANK OF A RAVINE, AT
 OX0062'THE WEST SIDE OF A HORSESHOE CURVE IN THE RIVER, IN THE TOP OF A 3- BY
 OX0062'4-FOOT BOULDER WHICH PROJECTS ABOUT 0.5 FOOT ABOVE THE GROUND, 58 FEET
 OX0062'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 8 FEET LOWER THAN
 OX0062'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0200 ***********************************************************************
 OX0200  DESIGNATION -  S 46
 OX0200  PID         -  OX0200
 OX0200  STATE/COUNTY-  WY/TETON
 OX0200  USGS QUAD   -  TETON PASS (1996)
 OX0200
 OX0200                         *CURRENT SURVEY CONTROL
 OX0200  ___________________________________________________________________
 OX0200* NAD 83(1986)-  43 29 58.     (N)    110 52 49.     (W)     SCALED    
 OX0200* NAVD 88     -      1892.926  (meters)    6210.37   (feet)  ADJUSTED  
 OX0200  ___________________________________________________________________
 OX0200  GEOID HEIGHT-          -9.66  (meters)                     GEOID03
 OX0200  DYNAMIC HT  -        1891.679 (meters)    6206.28  (feet)  COMP
 OX0200  MODELED GRAV-     979,893.6   (mgal)                       NAVD 88
 OX0200
 OX0200  VERT ORDER  -  FIRST     CLASS II
 OX0200
 OX0200.The horizontal coordinates were scaled from a topographic map and have
 OX0200.an estimated accuracy of +/- 6 seconds.
 OX0200
 OX0200.The orthometric height was determined by differential leveling
 OX0200.and adjusted by the National Geodetic Survey in June 1991..
 OX0200
 OX0200.The geoid height was determined by GEOID03.
 OX0200
 OX0200.The dynamic height is computed by dividing the NAVD 88
 OX0200.geopotential number by the normal gravity value computed on the
 OX0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0200.degrees latitude (g = 980.6199 gals.).
 OX0200
 OX0200.The modeled gravity was interpolated from observed gravity values.
 OX0200
 OX0200;                    North         East    Units  Estimated Accuracy
 OX0200;SPC WY W     -   433,450.      735,550.      MT  (+/- 180 meters Scaled)
 OX0200
 OX0200                          SUPERSEDED SURVEY CONTROL
 OX0200
 OX0200  NGVD 29 (??/??/92) 1891.645  (m)         6206.17   (f) ADJ UNCH    1 2
 OX0200
 OX0200.Superseded values are not recommended for survey control.
 OX0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0200.See file dsdata.txt to determine how the superseded data were derived.
 OX0200
 OX0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP096162(NAD 83)
 OX0200_MARKER: DB = BENCH MARK DISK
 OX0200_SETTING: 80 = SET IN A BOULDER
 OX0200_SP_SET: BOULDER
 OX0200_STAMPING: S 46 1934
 OX0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0200+STABILITY: SURFACE MOTION
 OX0200
 OX0200  HISTORY     - Date     Condition        Report By
 OX0200  HISTORY     - 1934     MONUMENTED       CGS
 OX0200
 OX0200                          STATION DESCRIPTION
 OX0200
 OX0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0200'7.4 MI W FROM JACKSON.
 OX0200'ABOUT 7.4 MILES WEST ALONG STATE HIGHWAY 22 FROM JACKSON, TETON
 OX0200'COUNTY, ABOUT 0.5 MILE WEST OF WILSON, ABOUT 0.4 MILE WEST OF THE
 OX0200'BRIDGE OVER FISH CREEK, 28.2 FEET WEST OF THE CENTER LINE OF THE
 OX0200'HIGHWAY, AND IN THE TOP OF A LARGE GRANITE BOULDER.  A STANDARD DISK,
 OX0200'STAMPED S 46 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0127 ***********************************************************************
 OW0127  DESIGNATION -  S 47
 OW0127  PID         -  OW0127
 OW0127  STATE/COUNTY-  WY/FREMONT
 OW0127  USGS QUAD   -  CROWHEART (1993)
 OW0127
 OW0127                         *CURRENT SURVEY CONTROL
 OW0127  ___________________________________________________________________
 OW0127* NAD 83(1986)-  43 18 03.     (N)    109 10 25.     (W)     SCALED    
 OW0127* NAVD 88     -      1841.572  (meters)    6041.89   (feet)  ADJUSTED  
 OW0127  ___________________________________________________________________
 OW0127  GEOID HEIGHT-          -9.91  (meters)                     GEOID03
 OW0127  DYNAMIC HT  -        1840.366 (meters)    6037.93  (feet)  COMP
 OW0127  MODELED GRAV-     979,899.4   (mgal)                       NAVD 88
 OW0127
 OW0127  VERT ORDER  -  SECOND    CLASS 0
 OW0127
 OW0127.The horizontal coordinates were scaled from a topographic map and have
 OW0127.an estimated accuracy of +/- 6 seconds.
 OW0127
 OW0127.The orthometric height was determined by differential leveling
 OW0127.and adjusted by the National Geodetic Survey in June 1991..
 OW0127
 OW0127.The geoid height was determined by GEOID03.
 OW0127
 OW0127.The dynamic height is computed by dividing the NAVD 88
 OW0127.geopotential number by the normal gravity value computed on the
 OW0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0127.degrees latitude (g = 980.6199 gals.).
 OW0127
 OW0127.The modeled gravity was interpolated from observed gravity values.
 OW0127
 OW0127;                    North         East    Units  Estimated Accuracy
 OW0127;SPC WYWC     -   311,160.      565,630.      MT  (+/- 180 meters Scaled)
 OW0127
 OW0127                          SUPERSEDED SURVEY CONTROL
 OW0127
 OW0127  NGVD 29 (??/??/92) 1840.517  (m)         6038.43   (f) ADJ UNCH    2 0
 OW0127
 OW0127.Superseded values are not recommended for survey control.
 OW0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0127.See file dsdata.txt to determine how the superseded data were derived.
 OW0127
 OW0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN481958(NAD 83)
 OW0127_MARKER: DB = BENCH MARK DISK
 OW0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0127_STAMPING: S 47 1934
 OW0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0127+STABILITY: SURFACE MOTION
 OW0127
 OW0127  HISTORY     - Date     Condition        Report By
 OW0127  HISTORY     - 1934     MONUMENTED       CGS
 OW0127  HISTORY     - 1950     GOOD             NGS
 OW0127
 OW0127                          STATION DESCRIPTION
 OW0127
 OW0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0127'34.4 MI E FROM DUBOIS.
 OW0127'ABOUT 34.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0127'DUBOIS, FREMONT COUNTY, ABOUT 0.7 MILE EAST OF THE STORE AT CROWHEART,
 OW0127'ABOUT 1.7 MILES WEST OF THE BRIDGE OVER WILLOW CREEK, ABOUT 0.6 MILE
 OW0127'EAST OF THE BRIDGE OVER MEADOW CREEK, 93.6 FEET SOUTH OF THE NORTH
 OW0127'EDGE OF AN IRRIGATION DITCH, 7.2 FEET SOUTHWEST OF POLE 1518, AND 51.4
 OW0127'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 OW0127'STAMPED S 47 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS
 OW0127'MARK IS ON THE OLD HIGHWAY.
 OW0127
 OW0127                          STATION RECOVERY (1950)
 OW0127
 OW0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 OW0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0085 ***********************************************************************
 OW0085  DESIGNATION -  S 48
 OW0085  PID         -  OW0085
 OW0085  STATE/COUNTY-  WY/FREMONT
 OW0085  USGS QUAD   -  RIVERTON WEST (1978)
 OW0085
 OW0085                         *CURRENT SURVEY CONTROL
 OW0085  ___________________________________________________________________
 OW0085* NAD 83(1986)-  43 02 53.     (N)    108 26 53.     (W)     SCALED    
 OW0085* NAVD 88     -      1644.033  (meters)    5393.80   (feet)  ADJUSTED  
 OW0085  ___________________________________________________________________
 OW0085  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 OW0085  DYNAMIC HT  -        1642.925 (meters)    5390.16  (feet)  COMP
 OW0085  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 OW0085
 OW0085  VERT ORDER  -  SECOND    CLASS 0
 OW0085
 OW0085.The horizontal coordinates were scaled from a topographic map and have
 OW0085.an estimated accuracy of +/- 6 seconds.
 OW0085
 OW0085.The orthometric height was determined by differential leveling
 OW0085.and adjusted by the National Geodetic Survey in June 1991..
 OW0085
 OW0085.The geoid height was determined by GEOID03.
 OW0085
 OW0085.The dynamic height is computed by dividing the NAVD 88
 OW0085.geopotential number by the normal gravity value computed on the
 OW0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0085.degrees latitude (g = 980.6199 gals.).
 OW0085
 OW0085.The modeled gravity was interpolated from observed gravity values.
 OW0085
 OW0085;                    North         East    Units  Estimated Accuracy
 OW0085;SPC WYWC     -   283,040.      624,600.      MT  (+/- 180 meters Scaled)
 OW0085
 OW0085                          SUPERSEDED SURVEY CONTROL
 OW0085
 OW0085  NGVD 29 (??/??/92) 1643.023  (m)         5390.48   (f) ADJ UNCH    2 0
 OW0085
 OW0085.Superseded values are not recommended for survey control.
 OW0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0085.See file dsdata.txt to determine how the superseded data were derived.
 OW0085
 OW0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN078693(NAD 83)
 OW0085_MARKER: DB = BENCH MARK DISK
 OW0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0085_SP_SET: CULVERT
 OW0085_STAMPING: S 48 1934
 OW0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0085
 OW0085  HISTORY     - Date     Condition        Report By
 OW0085  HISTORY     - 1934     MONUMENTED       CGS
 OW0085  HISTORY     - 1964     GOOD             NGS
 OW0085  HISTORY     - 1964     GOOD             NGS
 OW0085  HISTORY     - 1979     GOOD             NGS
 OW0085
 OW0085                          STATION DESCRIPTION
 OW0085
 OW0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 OW0085'3.75 MI W FROM RIVERTON.
 OW0085'ABOUT 79.1 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0085'DUBOIS, FREMONT COUNTY, ABOUT 3.9 MILES WEST OF RIVERTON, ABOUT 0.3
 OW0085'MILE NORTH OF A GOLF CLUB, AT A CONCRETE CULVERT, IN THE TOP OF THE
 OW0085'WEST HEAD WALL, 16.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 OW0085'ABOUT 1.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED S 48
 OW0085'1934.  NOTE-- FROM THE TETON HOTEL, ON US HIGHWAY 26 IN RIVERTON, GO
 OW0085'WEST ON US HIGHWAY 26 FOR 3.75 MILES TO THE MARK ON THE LEFT.
 OW0085
 OW0085                          STATION RECOVERY (1964)
 OW0085
 OW0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OW0085'RECOVERED IN GOOD CONDITION.
 OW0085
 OW0085                          STATION RECOVERY (1979)
 OW0085
 OW0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 OW0085'FROM THE TERMINAL BUILDING AT THE RIVERTON REGIONAL AIRPORT GO SOUTH
 OW0085'FOR 1.1 MILES TO THE MARK ON THE RIGHT SET IN THE TOP OF A CONCRETE
 OW0085'HEADWALL, 16.6 FEET WEST OF THE CENTERLINE OF THE ROAD AND ABOUT 1.5
 OW0085'FEET LOWER THAN THE ROAD. A STANDARD DISK STAMPED S 48 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0048 ***********************************************************************
 OW0048  DESIGNATION -  S 49
 OW0048  PID         -  OW0048
 OW0048  STATE/COUNTY-  WY/HOT SPRINGS
 OW0048  USGS QUAD   -  RED RIDGE (1985)
 OW0048
 OW0048                         *CURRENT SURVEY CONTROL
 OW0048  ___________________________________________________________________
 OW0048* NAD 83(1986)-  43 55 01.     (N)    108 30 46.     (W)     SCALED    
 OW0048* NAVD 88     -      1577.524  (meters)    5175.59   (feet)  ADJUSTED  
 OW0048  ___________________________________________________________________
 OW0048  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 OW0048  DYNAMIC HT  -        1576.656 (meters)    5172.75  (feet)  COMP
 OW0048  MODELED GRAV-     980,013.3   (mgal)                       NAVD 88
 OW0048
 OW0048  VERT ORDER  -  SECOND    CLASS 0
 OW0048
 OW0048.The horizontal coordinates were scaled from a topographic map and have
 OW0048.an estimated accuracy of +/- 6 seconds.
 OW0048
 OW0048.The orthometric height was determined by differential leveling
 OW0048.and adjusted by the National Geodetic Survey in June 1991..
 OW0048
 OW0048.The geoid height was determined by GEOID03.
 OW0048
 OW0048.The dynamic height is computed by dividing the NAVD 88
 OW0048.geopotential number by the normal gravity value computed on the
 OW0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0048.degrees latitude (g = 980.6199 gals.).
 OW0048
 OW0048.The modeled gravity was interpolated from observed gravity values.
 OW0048
 OW0048;                    North         East    Units  Estimated Accuracy
 OW0048;SPC WYWC     -   379,550.      619,050.      MT  (+/- 180 meters Scaled)
 OW0048
 OW0048                          SUPERSEDED SURVEY CONTROL
 OW0048
 OW0048  NGVD 29 (??/??/92) 1576.562  (m)         5172.44   (f) ADJ UNCH    2 0
 OW0048
 OW0048.Superseded values are not recommended for survey control.
 OW0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0048.See file dsdata.txt to determine how the superseded data were derived.
 OW0048
 OW0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP996656(NAD 83)
 OW0048_MARKER: DB = BENCH MARK DISK
 OW0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0048_SP_SET: CONCRETE POST
 OW0048_STAMPING: S 49 1934
 OW0048_MARK LOGO: CGS   
 OW0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0048+STABILITY: SURFACE MOTION
 OW0048
 OW0048  HISTORY     - Date     Condition        Report By
 OW0048  HISTORY     - 1934     MONUMENTED       CGS
 OW0048  HISTORY     - 1979     GOOD             USGS
 OW0048  HISTORY     - 19840420 POOR             WYDT
 OW0048
 OW0048                          STATION DESCRIPTION
 OW0048
 OW0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0048'38.7 MI NW FROM THERMOPOLIS.
 OW0048'ABOUT 38.7 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0048'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 8.2 MILES SOUTHEAST
 OW0048'OF THE POST OFFICE AT GRASS CREEK, ABOUT 3.6 MILES EAST OF AN OIL
 OW0048'TANK, ABOUT 400 FEET SOUTHWEST OF A SHEEP CORRAL, 39 FEET NORTH OF THE
 OW0048'CENTER LINE OF THE HIGHWAY, AND 60 FEET SOUTH OF A FENCE LINE.  A
 OW0048'STANDARD DISK, STAMPED S 49 1934 AND SET IN THE TOP OF A CONCRETE
 OW0048'POST.
 OW0048
 OW0048                          STATION RECOVERY (1979)
 OW0048
 OW0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0048'ABOUT 27.2 MILES NW ALONG STATE HWY. 120 FROM U.S. HWY 20 AT
 OW0048'THERMOPOLIS, HOT SPRINGS COUNTY, THENCE 1.15 MI. WEST ALONG STATE
 OW0048'HWY. 171, ABOUT 8.0 MI. SE ALONG HIGHWAY FROM THE POST OFFICE AT
 OW0048'GRASS CREEK, 380 FT. SW. OF THE SW. CORNER OF CORRAL, 330 FT. SSE. OF
 OW0048'SE. CORNER OF LINE SHACK, 60 FT. SOUTH OF R.O.W. FENCE, 49 FT. NE. OF
 OW0048'C/L HWY. AT CULVERT, 44 FT. NORTH OF C/L HWY. AND 4 FT. LOWER. A STD.
 OW0048'DISK STAMPED S 49 1934 AND SET IN THE TOP OF A CONCRETE POST PROJ.
 OW0048'0.8 FT.
 OW0048
 OW0048                          STATION RECOVERY (1984)
 OW0048
 OW0048'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1984
 OW0048'STATION RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0033 ***********************************************************************
 NT0033  DESIGNATION -  S 50
 NT0033  PID         -  NT0033
 NT0033  STATE/COUNTY-  WY/SUBLETTE
 NT0033  USGS QUAD   -  MILLESON DRAW (1969)
 NT0033
 NT0033                         *CURRENT SURVEY CONTROL
 NT0033  ___________________________________________________________________
 NT0033* NAD 83(1986)-  42 23 50.     (N)    110 07 28.     (W)     SCALED    
 NT0033* NAVD 88     -      2053.218  (meters)    6736.27   (feet)  ADJUSTED  
 NT0033  ___________________________________________________________________
 NT0033  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 NT0033  DYNAMIC HT  -        2051.551 (meters)    6730.80  (feet)  COMP
 NT0033  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 NT0033
 NT0033  VERT ORDER  -  SECOND    CLASS 0
 NT0033
 NT0033.The horizontal coordinates were scaled from a topographic map and have
 NT0033.an estimated accuracy of +/- 6 seconds.
 NT0033
 NT0033.The orthometric height was determined by differential leveling
 NT0033.and adjusted by the National Geodetic Survey in June 1991..
 NT0033
 NT0033.The geoid height was determined by GEOID03.
 NT0033
 NT0033.The dynamic height is computed by dividing the NAVD 88
 NT0033.geopotential number by the normal gravity value computed on the
 NT0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0033.degrees latitude (g = 980.6199 gals.).
 NT0033
 NT0033.The modeled gravity was interpolated from observed gravity values.
 NT0033
 NT0033;                    North         East    Units  Estimated Accuracy
 NT0033;SPC WY W     -   310,700.      796,620.      MT  (+/- 180 meters Scaled)
 NT0033
 NT0033                          SUPERSEDED SURVEY CONTROL
 NT0033
 NT0033  NGVD 29 (??/??/92) 2051.85   (m)         6731.8    (f) COMPUTED    2 0
 NT0033
 NT0033.Superseded values are not recommended for survey control.
 NT0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0033.See file dsdata.txt to determine how the superseded data were derived.
 NT0033
 NT0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM720942(NAD 83)
 NT0033_MARKER: DB = BENCH MARK DISK
 NT0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0033_STAMPING: S 50 1934
 NT0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0033+STABILITY: SURFACE MOTION
 NT0033
 NT0033  HISTORY     - Date     Condition        Report By
 NT0033  HISTORY     - 1934     MONUMENTED       CGS
 NT0033  HISTORY     - 1969     GOOD             USGS
 NT0033
 NT0033                          STATION DESCRIPTION
 NT0033
 NT0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0033'10.3 MI SW FROM BIG PINEY.
 NT0033'10.3 MILES SOUTHWEST, BY HIGHWAY, OF POST OFFICE.  ALONG WYOMING STATE
 NT0033'HIGHWAY 287, ABOUT 0.1 MILES SOUTHWEST OF SMALL SAND CUT AND 800 FEET
 NT0033'EAST OF SINGLE CLAY BLUFF.  41 FEET SOUTHEAST OF CENTERLINE OF
 NT0033'HIGHWAY.  MARK SET IN TOP OF CONCRETE POST.
 NT0033
 NT0033                          STATION RECOVERY (1969)
 NT0033
 NT0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0034 ***********************************************************************
 NT0034  DESIGNATION -  S 50 RESET
 NT0034  PID         -  NT0034
 NT0034  STATE/COUNTY-  WY/SUBLETTE
 NT0034  USGS QUAD   -  MILLESON DRAW (1969)
 NT0034
 NT0034                         *CURRENT SURVEY CONTROL
 NT0034  ___________________________________________________________________
 NT0034* NAD 83(1986)-  42 23 50.     (N)    110 07 28.     (W)     SCALED    
 NT0034* NAVD 88     -      2053.22   (meters)    6736.3    (feet)  RESET     
 NT0034  ___________________________________________________________________
 NT0034  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 NT0034
 NT0034  VERT ORDER  -  THIRD
 NT0034
 NT0034.The horizontal coordinates were scaled from a topographic map and have
 NT0034.an estimated accuracy of +/- 6 seconds.
 NT0034
 NT0034.The orthometric height was computed from unverified reset data.
 NT0034.No vertical observational check was made to the station.
 NT0034
 NT0034.The geoid height was determined by GEOID03.
 NT0034
 NT0034;                    North         East    Units  Estimated Accuracy
 NT0034;SPC WY W     -   310,700.      796,620.      MT  (+/- 180 meters Scaled)
 NT0034
 NT0034                          SUPERSEDED SURVEY CONTROL
 NT0034
 NT0034  NGVD 29 (??/??/??) 2051.85   (m)         6731.8    (f) RESET       3  
 NT0034
 NT0034.Superseded values are not recommended for survey control.
 NT0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0034.See file dsdata.txt to determine how the superseded data were derived.
 NT0034
 NT0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM720942(NAD 83)
 NT0034_MARKER: DB = BENCH MARK DISK
 NT0034_SETTING: 0 = UNSPECIFIED SETTING
 NT0034_STAMPING: S 50 RESET 1967
 NT0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0034
 NT0034  HISTORY     - Date     Condition        Report By
 NT0034  HISTORY     - 1967     MONUMENTED       WYHD
 NT0034
 NT0034                          STATION DESCRIPTION
 NT0034
 NT0034'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1967
 NT0034'10.3 MI SW FROM BIG PINEY.
 NT0034'10.5 MILES SOUTH ALONG U.S. HWY. 189 FROM BIG PINEY, 610 FEET NORTH OF
 NT0034'A CULVERT AND 82 FEET EAST SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0033 ***********************************************************************
 MR0033  DESIGNATION -  S 51
 MR0033  PID         -  MR0033
 MR0033  STATE/COUNTY-  WY/LINCOLN
 MR0033  USGS QUAD   -  ROUND MOUNTAIN (1978)
 MR0033
 MR0033                         *CURRENT SURVEY CONTROL
 MR0033  ___________________________________________________________________
 MR0033* NAD 83(1986)-  41 53 10.     (N)    110 25 18.     (W)     SCALED    
 MR0033* NAVD 88     -      2264.185  (meters)    7428.41   (feet)  ADJUSTED  
 MR0033  ___________________________________________________________________
 MR0033  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 MR0033  DYNAMIC HT  -        2262.249 (meters)    7422.06  (feet)  COMP
 MR0033  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 MR0033
 MR0033  VERT ORDER  -  SECOND    CLASS 0
 MR0033
 MR0033.The horizontal coordinates were scaled from a topographic map and have
 MR0033.an estimated accuracy of +/- 6 seconds.
 MR0033
 MR0033.The orthometric height was determined by differential leveling
 MR0033.and adjusted by the National Geodetic Survey in June 1991..
 MR0033
 MR0033.The geoid height was determined by GEOID03.
 MR0033
 MR0033.The dynamic height is computed by dividing the NAVD 88
 MR0033.geopotential number by the normal gravity value computed on the
 MR0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0033.degrees latitude (g = 980.6199 gals.).
 MR0033
 MR0033.The modeled gravity was interpolated from observed gravity values.
 MR0033
 MR0033;                    North         East    Units  Estimated Accuracy
 MR0033;SPC WY W     -   253,980.      771,920.      MT  (+/- 180 meters Scaled)
 MR0033
 MR0033                          SUPERSEDED SURVEY CONTROL
 MR0033
 MR0033  NGVD 29 (??/??/92) 2262.81   (m)         7423.9    (f) COMPUTED    2 0
 MR0033
 MR0033.Superseded values are not recommended for survey control.
 MR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0033.See file dsdata.txt to determine how the superseded data were derived.
 MR0033
 MR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM479372(NAD 83)
 MR0033_MARKER: DB = BENCH MARK DISK
 MR0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0033_STAMPING: S 51 1934
 MR0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0033+STABILITY: SURFACE MOTION
 MR0033
 MR0033  HISTORY     - Date     Condition        Report By
 MR0033  HISTORY     - 1934     MONUMENTED       CGS
 MR0033
 MR0033                          STATION DESCRIPTION
 MR0033
 MR0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0033'11.7 MI NE FROM KEMMERER.
 MR0033'ABOUT 11.7 MILES NORTHEAST ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE
 MR0033'AT KEMMERER, LINCOLN COUNTY, ABOUT 10.1 MILES NORTHEAST OF FRONTIER,
 MR0033'AND 53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 MR0033'STAMPED S 51 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0049 ***********************************************************************
 MR0049  DESIGNATION -  S 52
 MR0049  PID         -  MR0049
 MR0049  STATE/COUNTY-  WY/LINCOLN
 MR0049  USGS QUAD   -  MOXA (1969)
 MR0049
 MR0049                         *CURRENT SURVEY CONTROL
 MR0049  ___________________________________________________________________
 MR0049* NAD 83(1986)-  41 41 54.     (N)    110 05 49.     (W)     SCALED    
 MR0049* NAVD 88     -      1959.672  (meters)    6429.36   (feet)  ADJUSTED  
 MR0049  ___________________________________________________________________
 MR0049  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 MR0049  DYNAMIC HT  -        1957.983 (meters)    6423.82  (feet)  COMP
 MR0049  MODELED GRAV-     979,691.4   (mgal)                       NAVD 88
 MR0049
 MR0049  VERT ORDER  -  SECOND    CLASS 0
 MR0049
 MR0049.The horizontal coordinates were scaled from a topographic map and have
 MR0049.an estimated accuracy of +/- 6 seconds.
 MR0049
 MR0049.The orthometric height was determined by differential leveling
 MR0049.and adjusted by the National Geodetic Survey in June 1991..
 MR0049
 MR0049.The geoid height was determined by GEOID03.
 MR0049
 MR0049.The dynamic height is computed by dividing the NAVD 88
 MR0049.geopotential number by the normal gravity value computed on the
 MR0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0049.degrees latitude (g = 980.6199 gals.).
 MR0049
 MR0049.The modeled gravity was interpolated from observed gravity values.
 MR0049
 MR0049;                    North         East    Units  Estimated Accuracy
 MR0049;SPC WY W     -   233,070.      798,870.      MT  (+/- 180 meters Scaled)
 MR0049
 MR0049                          SUPERSEDED SURVEY CONTROL
 MR0049
 MR0049  NGVD 29 (??/??/92) 1958.33   (m)         6425.0    (f) COMPUTED    2 0
 MR0049
 MR0049.Superseded values are not recommended for survey control.
 MR0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0049.See file dsdata.txt to determine how the superseded data were derived.
 MR0049
 MR0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM751166(NAD 83)
 MR0049_MARKER: DB = BENCH MARK DISK
 MR0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0049_STAMPING: S 52 1934
 MR0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0049+STABILITY: SURFACE MOTION
 MR0049
 MR0049  HISTORY     - Date     Condition        Report By
 MR0049  HISTORY     - 1934     MONUMENTED       CGS
 MR0049
 MR0049                          STATION DESCRIPTION
 MR0049
 MR0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0049'10.5 MI NW FROM GRANGER.
 MR0049'IN LINCOLN COUNTY, ABOUT 2.2 MILES SOUTHEAST ALONG THE UNION PACIFIC
 MR0049'RAILROAD FROM THE STATION AT HASSETT, LINCOLN COUNTY, ABOUT 10.5 MILES
 MR0049'NORTHWEST OF THE STATION AT GRANGER, SWEETWATER COUNTY, ABOUT 2,490
 MR0049'FEET SOUTHEAST OF MILEPOST 11, ABOUT 100 FEET WEST OF A CUT, 82 FEET
 MR0049'NORTH OF THE NORTH RAIL, AND 5.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 MR0049'A STANDARD DISK, STAMPED S 52 1934 AND SET IN THE TOP OF A CONCRETE
 MR0049'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0123 ***********************************************************************
 OU0123  DESIGNATION -  S 53
 OU0123  PID         -  OU0123
 OU0123  STATE/COUNTY-  WY/NIOBRARA
 OU0123  USGS QUAD   -  COYOTE GAP (1981)
 OU0123
 OU0123                         *CURRENT SURVEY CONTROL
 OU0123  ___________________________________________________________________
 OU0123* NAD 83(1986)-  43 03 25.     (N)    104 21 57.     (W)     SCALED    
 OU0123* NAVD 88     -      1284.378  (meters)    4213.83   (feet)  ADJUSTED  
 OU0123  ___________________________________________________________________
 OU0123  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 OU0123  DYNAMIC HT  -        1283.743 (meters)    4211.75  (feet)  COMP
 OU0123  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 OU0123
 OU0123  VERT ORDER  -  SECOND    CLASS 0
 OU0123
 OU0123.The horizontal coordinates were scaled from a topographic map and have
 OU0123.an estimated accuracy of +/- 6 seconds.
 OU0123
 OU0123.The orthometric height was determined by differential leveling
 OU0123.and adjusted by the National Geodetic Survey in June 1991..
 OU0123
 OU0123.The geoid height was determined by GEOID03.
 OU0123
 OU0123.The dynamic height is computed by dividing the NAVD 88
 OU0123.geopotential number by the normal gravity value computed on the
 OU0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0123.degrees latitude (g = 980.6199 gals.).
 OU0123
 OU0123.The modeled gravity was interpolated from observed gravity values.
 OU0123
 OU0123;                    North         East    Units  Estimated Accuracy
 OU0123;SPC WY E     -   284,290.      265,240.      MT  (+/- 180 meters Scaled)
 OU0123
 OU0123                          SUPERSEDED SURVEY CONTROL
 OU0123
 OU0123  NGVD 29 (??/??/92) 1283.722  (m)         4211.68   (f) ADJ UNCH    2 0
 OU0123
 OU0123.Superseded values are not recommended for survey control.
 OU0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0123.See file dsdata.txt to determine how the superseded data were derived.
 OU0123
 OU0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH516673(NAD 83)
 OU0123_MARKER: DB = BENCH MARK DISK
 OU0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0123_STAMPING: S 53 1934
 OU0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0123+STABILITY: SURFACE MOTION
 OU0123
 OU0123  HISTORY     - Date     Condition        Report By
 OU0123  HISTORY     - 1934     MONUMENTED       CGS
 OU0123  HISTORY     - 1941     GOOD             NGS
 OU0123  HISTORY     - 1976     MARK NOT FOUND   USGS
 OU0123
 OU0123                          STATION DESCRIPTION
 OU0123
 OU0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OU0123'22.3 MI N FROM LUSK.
 OU0123'22.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY
 OU0123'COURTHOUSE AT LUSK, NIOBRARA COUNTY, AT THE JUNCTION OF A T-ROAD
 OU0123'LEADING WEST, 38 FEET WEST OF THE SOUTH END OF AN 18-INCH
 OU0123'CORRUGATED-IRON CULVERT, 54.8 FEET WEST OF THE CENTERLINE OF THE
 OU0123'HIGHWAY, 21.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4.8 FEET
 OU0123'WEST OF THE RIGHT-OF-WAY FENCE, AND 4.5 FEET SOUTH OF AN
 OU0123'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED S 53 1934 AND SET
 OU0123'IN THE TOP OF A CONCRETE POST.
 OU0123
 OU0123                          STATION RECOVERY (1976)
 OU0123
 OU0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0086 ***********************************************************************
 OU0086  DESIGNATION -  S 55
 OU0086  PID         -  OU0086
 OU0086  STATE/COUNTY-  WY/WESTON
 OU0086  USGS QUAD   -  KLODT RESERVOIR (1972)
 OU0086
 OU0086                         *CURRENT SURVEY CONTROL
 OU0086  ___________________________________________________________________
 OU0086* NAD 83(1986)-  43 46 57.     (N)    104 28 05.     (W)     SCALED    
 OU0086* NAVD 88     -      1265.953  (meters)    4153.38   (feet)  ADJUSTED  
 OU0086  ___________________________________________________________________
 OU0086  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 OU0086  DYNAMIC HT  -        1265.392 (meters)    4151.54  (feet)  COMP
 OU0086  MODELED GRAV-     980,132.2   (mgal)                       NAVD 88
 OU0086
 OU0086  VERT ORDER  -  SECOND    CLASS 0
 OU0086
 OU0086.The horizontal coordinates were scaled from a topographic map and have
 OU0086.an estimated accuracy of +/- 6 seconds.
 OU0086
 OU0086.The orthometric height was determined by differential leveling
 OU0086.and adjusted by the National Geodetic Survey in June 1991..
 OU0086
 OU0086.The geoid height was determined by GEOID03.
 OU0086
 OU0086.The dynamic height is computed by dividing the NAVD 88
 OU0086.geopotential number by the normal gravity value computed on the
 OU0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0086.degrees latitude (g = 980.6199 gals.).
 OU0086
 OU0086.The modeled gravity was interpolated from observed gravity values.
 OU0086
 OU0086;                    North         East    Units  Estimated Accuracy
 OU0086;SPC WY E     -   364,820.      256,230.      MT  (+/- 180 meters Scaled)
 OU0086
 OU0086                          SUPERSEDED SURVEY CONTROL
 OU0086
 OU0086  NGVD 29 (??/??/92) 1265.298  (m)         4151.23   (f) ADJ UNCH    2 0
 OU0086
 OU0086.Superseded values are not recommended for survey control.
 OU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0086.See file dsdata.txt to determine how the superseded data were derived.
 OU0086
 OU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ428478(NAD 83)
 OU0086_MARKER: DB = BENCH MARK DISK
 OU0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0086_STAMPING: S-55 1934
 OU0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0086+STABILITY: SURFACE MOTION
 OU0086
 OU0086  HISTORY     - Date     Condition        Report By
 OU0086  HISTORY     - 1934     MONUMENTED       CGS
 OU0086  HISTORY     - 1972     GOOD             USGS
 OU0086
 OU0086                          STATION DESCRIPTION
 OU0086
 OU0086'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 OU0086'14.8 MI SW FROM NEWCASTLE.
 OU0086'NEWCASTLE, ABOUT 14.8 MILES SW OF ALONG U.S. HWY. 16 AND STATE
 OU0086'HWY. 450, ABOUT 0.5 MILE NORTH OF STATE HWY. 450 ALONG A COUNTY
 OU0086'ROAD, ABOUT 0.55 MILE SW OF 1/3 COR. SECS 18-17, T. 44 N., R. 63
 OU0086'W., ABOUT 30 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD, A
 OU0086'STANDARD USC AND GS DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 OU0086'0.1 FT. STAMPED S-55 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0129 ***********************************************************************
 OU0129  DESIGNATION -  S 56
 OU0129  PID         -  OU0129
 OU0129  STATE/COUNTY-  WY/CONVERSE
 OU0129  USGS QUAD   -  WAGONHOUND CREEK (1981)
 OU0129
 OU0129                         *CURRENT SURVEY CONTROL
 OU0129  ___________________________________________________________________
 OU0129* NAD 83(1986)-  43 25 20.     (N)    104 56 46.     (W)     SCALED    
 OU0129* NAVD 88     -      1330.802  (meters)    4366.14   (feet)  ADJUSTED  
 OU0129  ___________________________________________________________________
 OU0129  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 OU0129  DYNAMIC HT  -        1330.117 (meters)    4363.89  (feet)  COMP
 OU0129  MODELED GRAV-     980,059.0   (mgal)                       NAVD 88
 OU0129
 OU0129  VERT ORDER  -  SECOND    CLASS 0
 OU0129
 OU0129.The horizontal coordinates were scaled from a topographic map and have
 OU0129.an estimated accuracy of +/- 6 seconds.
 OU0129
 OU0129.The orthometric height was determined by differential leveling
 OU0129.and adjusted by the National Geodetic Survey in June 1991..
 OU0129
 OU0129.The geoid height was determined by GEOID03.
 OU0129
 OU0129.The dynamic height is computed by dividing the NAVD 88
 OU0129.geopotential number by the normal gravity value computed on the
 OU0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0129.degrees latitude (g = 980.6199 gals.).
 OU0129
 OU0129.The modeled gravity was interpolated from observed gravity values.
 OU0129
 OU0129;                    North         East    Units  Estimated Accuracy
 OU0129;SPC WY E     -   324,580.      217,860.      MT  (+/- 180 meters Scaled)
 OU0129
 OU0129                          SUPERSEDED SURVEY CONTROL
 OU0129
 OU0129  NGVD 29 (??/??/92) 1330.061  (m)         4363.71   (f) ADJ UNCH    2 0
 OU0129
 OU0129.Superseded values are not recommended for survey control.
 OU0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0129.See file dsdata.txt to determine how the superseded data were derived.
 OU0129
 OU0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ043077(NAD 83)
 OU0129_MARKER: DB = BENCH MARK DISK
 OU0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0129_STAMPING: S-56 1934
 OU0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0129+STABILITY: SURFACE MOTION
 OU0129
 OU0129  HISTORY     - Date     Condition        Report By
 OU0129  HISTORY     - 1934     MONUMENTED       CGS
 OU0129
 OU0129                          STATION DESCRIPTION
 OU0129
 OU0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0129'2.8 MI E FROM DULL CENTER.
 OU0129'2.8 MILES EAST ALONG THE ROAD LEADING TO HAMPSHIRE FROM DULL
 OU0129'CENTER, CONVERSE COUNTY, AT A CORNER WHERE THE ROAD TURNS
 OU0129'NORTH, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 15 FEET
 OU0129'NORTH OF A FENCE.  A STANDARD DISK, STAMPED S 56 1934 AND SET
 OU0129'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0229 ***********************************************************************
 OU0229  DESIGNATION -  S 57
 OU0229  PID         -  OU0229
 OU0229  STATE/COUNTY-  WY/CONVERSE
 OU0229  USGS QUAD   -  DUGOUT CREEK NORTH (1984)
 OU0229
 OU0229                         *CURRENT SURVEY CONTROL
 OU0229  ___________________________________________________________________
 OU0229* NAD 83(1986)-  43 26 09.     (N)    105 21 28.     (W)     SCALED    
 OU0229* NAVD 88     -      1453.888  (meters)    4769.96   (feet)  ADJUSTED  
 OU0229  ___________________________________________________________________
 OU0229  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 OU0229  DYNAMIC HT  -        1453.089 (meters)    4767.34  (feet)  COMP
 OU0229  MODELED GRAV-     980,019.4   (mgal)                       NAVD 88
 OU0229
 OU0229  VERT ORDER  -  SECOND    CLASS 0
 OU0229
 OU0229.The horizontal coordinates were scaled from a topographic map and have
 OU0229.an estimated accuracy of +/- 6 seconds.
 OU0229
 OU0229.The orthometric height was determined by differential leveling
 OU0229.and adjusted by the National Geodetic Survey in June 1991..
 OU0229
 OU0229.The geoid height was determined by GEOID03.
 OU0229
 OU0229.The dynamic height is computed by dividing the NAVD 88
 OU0229.geopotential number by the normal gravity value computed on the
 OU0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0229.degrees latitude (g = 980.6199 gals.).
 OU0229
 OU0229.The modeled gravity was interpolated from observed gravity values.
 OU0229
 OU0229;                    North         East    Units  Estimated Accuracy
 OU0229;SPC WY E     -   326,090.      184,530.      MT  (+/- 180 meters Scaled)
 OU0229
 OU0229                          SUPERSEDED SURVEY CONTROL
 OU0229
 OU0229  NGVD 29 (??/??/92) 1453.089  (m)         4767.34   (f) ADJ UNCH    2 0
 OU0229
 OU0229.Superseded values are not recommended for survey control.
 OU0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0229.See file dsdata.txt to determine how the superseded data were derived.
 OU0229
 OU0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ710092(NAD 83)
 OU0229_MARKER: DB = BENCH MARK DISK
 OU0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0229_STAMPING: S 57 1934
 OU0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0229+STABILITY: SURFACE MOTION
 OU0229
 OU0229  HISTORY     - Date     Condition        Report By
 OU0229  HISTORY     - 1934     MONUMENTED       CGS
 OU0229  HISTORY     - 1959     GOOD             USGS
 OU0229
 OU0229                          STATION DESCRIPTION
 OU0229
 OU0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0229'1.7 MI NW FROM VERSE.
 OU0229'17.1 MI. NW ALONG STATE HWY. 59 FROM BILL, CONVERSE COUNTY,
 OU0229'THEN 2.8 MI. NE ALONG GRADED ROAD TO THE ANTELOPE COAL MINE,
 OU0229'2.9 MI. NE OF NEW VERSE, ON THE SUMMIT OF A SMALL HILL BETWEEN
 OU0229'TWO LARGE HILLS, 45 FT. E OF ROAD.  A STANDARD DISK STAMPED
 OU0229'S 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OU0229
 OU0229                          STATION RECOVERY (1959)
 OU0229
 OU0229'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 OU0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0236 ***********************************************************************
 OU0236  DESIGNATION -  S 58
 OU0236  PID         -  OU0236
 OU0236  STATE/COUNTY-  WY/CONVERSE
 OU0236  USGS QUAD   -  BILL (1984)
 OU0236
 OU0236                         *CURRENT SURVEY CONTROL
 OU0236  ___________________________________________________________________
 OU0236* NAD 83(1986)-  43 07 53.     (N)    105 16 30.     (W)     SCALED    
 OU0236* NAVD 88     -      1471.868  (meters)    4828.95   (feet)  ADJUSTED  
 OU0236  ___________________________________________________________________
 OU0236  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 OU0236  DYNAMIC HT  -        1471.010 (meters)    4826.14  (feet)  COMP
 OU0236  MODELED GRAV-     979,985.8   (mgal)                       NAVD 88
 OU0236
 OU0236  VERT ORDER  -  SECOND    CLASS 0
 OU0236
 OU0236.The horizontal coordinates were scaled from a topographic map and have
 OU0236.an estimated accuracy of +/- 6 seconds.
 OU0236
 OU0236.The orthometric height was determined by differential leveling
 OU0236.and adjusted by the National Geodetic Survey in June 1991..
 OU0236
 OU0236.The geoid height was determined by GEOID03.
 OU0236
 OU0236.The dynamic height is computed by dividing the NAVD 88
 OU0236.geopotential number by the normal gravity value computed on the
 OU0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0236.degrees latitude (g = 980.6199 gals.).
 OU0236
 OU0236.The modeled gravity was interpolated from observed gravity values.
 OU0236
 OU0236;                    North         East    Units  Estimated Accuracy
 OU0236;SPC WY E     -   292,260.      191,190.      MT  (+/- 180 meters Scaled)
 OU0236
 OU0236                          SUPERSEDED SURVEY CONTROL
 OU0236
 OU0236  NGVD 29 (??/??/92) 1471.043  (m)         4826.25   (f) ADJ UNCH    2 0
 OU0236
 OU0236.Superseded values are not recommended for survey control.
 OU0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0236.See file dsdata.txt to determine how the superseded data were derived.
 OU0236
 OU0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH776754(NAD 83)
 OU0236_MARKER: DB = BENCH MARK DISK
 OU0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0236_STAMPING: S-58 1934
 OU0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0236+STABILITY: SURFACE MOTION
 OU0236
 OU0236  HISTORY     - Date     Condition        Report By
 OU0236  HISTORY     - 1934     MONUMENTED       CGS
 OU0236  HISTORY     - 1960     GOOD             NGS
 OU0236  HISTORY     - 1960     GOOD             USGS
 OU0236
 OU0236                          STATION DESCRIPTION
 OU0236
 OU0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OU0236'27.4 MI N FROM DOUGLAS.
 OU0236'27.4 MI. N ALONG STATE HWY 59 FROM THE POST OFFICE AT DOUGLAS,
 OU0236'CONVERSE COUNTY, THEN 0.8 MI W. ALONG RANCH ROAD, ABOUT 7.0 MI.
 OU0236'S FROM BILL, ALONG STATE HWY. 59, THEN 0.8 MI. W ALONG RANCH RD.,
 OU0236'IN THE NW CORNER SEC. 4, T 36 H, R 70 W, ABOUT 1.0 MI. N. AND
 OU0236'0.8 MI. W OF JAKE JOHNSONS RANCH BUILDINGS, 40 FT. S AND 50 FT.
 OU0236'E OF T-RD. JCT.
 OU0236
 OU0236                          STATION RECOVERY (1960)
 OU0236
 OU0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 OU0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0142 ***********************************************************************
 PV0142  DESIGNATION -  S 59
 PV0142  PID         -  PV0142
 PV0142  STATE/COUNTY-  WY/CROOK
 PV0142  USGS QUAD   -  EDITH CREEK (1984)
 PV0142
 PV0142                         *CURRENT SURVEY CONTROL
 PV0142  ___________________________________________________________________
 PV0142* NAD 83(1986)-  44 23 27.     (N)    104 53 04.     (W)     SCALED    
 PV0142* NAVD 88     -      1253.429  (meters)    4112.29   (feet)  ADJUSTED  
 PV0142  ___________________________________________________________________
 PV0142  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 PV0142  DYNAMIC HT  -        1252.966 (meters)    4110.77  (feet)  COMP
 PV0142  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 PV0142  OBS GRAVITY -     980,206.5   (mgal)                       GRAV_OBS
 PV0142
 PV0142  VERT ORDER  -  SECOND    CLASS 0
 PV0142
 PV0142.The horizontal coordinates were scaled from a topographic map and have
 PV0142.an estimated accuracy of +/- 6 seconds.
 PV0142
 PV0142.The orthometric height was determined by differential leveling
 PV0142.and adjusted by the National Geodetic Survey in June 1991..
 PV0142
 PV0142.The geoid height was determined by GEOID03.
 PV0142
 PV0142.The dynamic height is computed by dividing the NAVD 88
 PV0142.geopotential number by the normal gravity value computed on the
 PV0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0142.degrees latitude (g = 980.6199 gals.).
 PV0142
 PV0142.The modeled gravity was interpolated from observed gravity values.
 PV0142.The observed gravity was obtained from relative gravimeter ties
 PV0142.to the IGSN71 gravity network.
 PV0142
 PV0142;                    North         East    Units  Estimated Accuracy
 PV0142;SPC WY E     -   432,210.      222,490.      MT  (+/- 180 meters Scaled)
 PV0142
 PV0142                          SUPERSEDED SURVEY CONTROL
 PV0142
 PV0142  NGVD 29 (??/??/92) 1252.840  (m)         4110.36   (f) ADJ UNCH    2 0
 PV0142
 PV0142.Superseded values are not recommended for survey control.
 PV0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0142.See file dsdata.txt to determine how the superseded data were derived.
 PV0142
 PV0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK092152(NAD 83)
 PV0142_MARKER: DB = BENCH MARK DISK
 PV0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0142_STAMPING: S 59 1934
 PV0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0142+STABILITY: SURFACE MOTION
 PV0142
 PV0142  HISTORY     - Date     Condition        Report By
 PV0142  HISTORY     - 1934     MONUMENTED       CGS
 PV0142
 PV0142                          STATION DESCRIPTION
 PV0142
 PV0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0142'10.4 MI NE FROM MOORCROFT.
 PV0142'10.4 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM MOORCROFT,
 PV0142'CROOK COUNTY, NEAR A FENCE CORNER ABOUT 200 FEET NORTH
 PV0142'OF MAC CREEK, 108 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PV0142'AND 4 FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE CORNER.  A
 PV0142'STANDARD DISK, STAMPED S 59 1934 AND SET IN THE TOP OF A
 PV0142'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0842 ***********************************************************************
 MR0842  DESIGNATION -  S 59 1 2
 MR0842  PID         -  MR0842
 MR0842  STATE/COUNTY-  WY/LINCOLN
 MR0842  USGS QUAD   -  KEMMERER (1985)
 MR0842
 MR0842                         *CURRENT SURVEY CONTROL
 MR0842  ___________________________________________________________________
 MR0842* NAD 83(1993)-  41 49 20.04709(N)    110 33 21.20243(W)     ADJUSTED  
 MR0842* NAVD 88     -      2217.     (meters)    7274.     (feet)  SCALED    
 MR0842  ___________________________________________________________________
 MR0842  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 MR0842  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 MR0842
 MR0842  HORZ ORDER  -  SECOND
 MR0842
 MR0842.The horizontal coordinates were established by classical geodetic methods
 MR0842.and adjusted by the National Geodetic Survey in January 1997..
 MR0842
 MR0842.The orthometric height was scaled from a topographic map.
 MR0842
 MR0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0842
 MR0842.The geoid height was determined by GEOID03.
 MR0842
 MR0842;                    North         East     Units Scale Factor Converg.
 MR0842;SPC WY W     -   246,942.304   760,741.982   MT  0.99995646   -0 18 54.4
 MR0842;UTM  12      - 4,630,134.838   536,882.401   MT  0.99961674   +0 17 46.1
 MR0842
 MR0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0842!SPC WY W     -   0.99965454  x   0.99995646  =   0.99961102
 MR0842!UTM  12      -   0.99965454  x   0.99961674  =   0.99927141
 MR0842
 MR0842                          SUPERSEDED SURVEY CONTROL
 MR0842
 MR0842  NAD 83(1986)-  41 49 20.04008(N)    110 33 21.20423(W) AD(       ) 2
 MR0842  NAD 27      -  41 49 20.22740(N)    110 33 18.59580(W) AD(       ) 2
 MR0842
 MR0842.Superseded values are not recommended for survey control.
 MR0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0842.See file dsdata.txt to determine how the superseded data were derived.
 MR0842
 MR0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3688230135(NAD 83)
 MR0842_MARKER: DD = SURVEY DISK
 MR0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0842_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MR0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0842+STABILITY: SURFACE MOTION
 MR0842
 MR0842  HISTORY     - Date     Condition        Report By
 MR0842  HISTORY     - 1962     MONUMENTED       WYHD
 MR0842
 MR0842                          STATION DESCRIPTION
 MR0842
 MR0842'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1962 (JCC)
 MR0842'STATION IS ON THE KEMMERER MUNICIPAL AIRPORT, ABOUT 2 MILES
 MR0842'NORTH-NORTHWEST OF KEMMERER, 1 MILE WEST OF FRONTIER AND NEAR THE
 MR0842'BEACON TOWER.
 MR0842'
 MR0842'S-59-1 2 IS A WYOMING STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY
 MR0842'MARKER, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 MR0842'PROJECTING 10 INCHES.  IT IS STAMPED S-59-1 2 68+00 7272.03.
 MR0842'IT IS 211 FEET NORTH OF THE NORTHWEST LEG OF THE BEACON TOWER
 MR0842'AND 92 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD.
 MR0842'
 MR0842'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KEMAIR
 MR0842'THE DISTANCE BEING 222.93 FEET OR (67.949) METERS SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0023 ***********************************************************************
 OU0023  DESIGNATION -  S 6
 OU0023  PID         -  OU0023
 OU0023  STATE/COUNTY-  WY/WESTON
 OU0023  USGS QUAD   -  CLIFTON (1951)
 OU0023
 OU0023                         *CURRENT SURVEY CONTROL
 OU0023  ___________________________________________________________________
 OU0023* NAD 83(1986)-  43 38 27.     (N)    104 05 41.     (W)     SCALED    
 OU0023* NAVD 88     -      1201.261  (meters)    3941.14   (feet)  POSTED    
 OU0023  ___________________________________________________________________
 OU0023  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 OU0023  DYNAMIC HT  -        1200.760 (meters)    3939.49  (feet)  COMP
 OU0023  MODELED GRAV-     980,158.3   (mgal)                       NAVD 88
 OU0023
 OU0023  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OU0023
 OU0023.The horizontal coordinates were scaled from a topographic map and have
 OU0023.an estimated accuracy of +/- 6 seconds.
 OU0023
 OU0023.The orthometric height was determined by differential leveling
 OU0023.and adjusted by the National Geodetic Survey in 1992..
 OU0023.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OU0023.rate of 1.1 thru 2.0 mm/km.
 OU0023
 OU0023.The geoid height was determined by GEOID03.
 OU0023
 OU0023.The dynamic height is computed by dividing the NAVD 88
 OU0023.geopotential number by the normal gravity value computed on the
 OU0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0023.degrees latitude (g = 980.6199 gals.).
 OU0023
 OU0023.The modeled gravity was interpolated from observed gravity values.
 OU0023
 OU0023;                    North         East    Units  Estimated Accuracy
 OU0023;SPC WY E     -   349,400.      286,490.      MT  (+/- 180 meters Scaled)
 OU0023
 OU0023                          SUPERSEDED SURVEY CONTROL
 OU0023
 OU0023.No superseded survey control is available for this station.
 OU0023
 OU0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ730323(NAD 83)
 OU0023_MARKER: DB = BENCH MARK DISK
 OU0023_SETTING: 0 = UNSPECIFIED SETTING
 OU0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0023
 OU0023  HISTORY     - Date     Condition        Report By
 OU0023  HISTORY     - UNK      MONUMENTED       CGS
 OU0023  HISTORY     - 1957     MARK NOT FOUND   NGS
 OU0023
 OU0023                          STATION DESCRIPTION
 OU0023
 OU0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0023'AT CLIFTON.
 OU0023'AT CLIFTON, WESTON COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 OU0023'RAILROAD, 52 YARDS NORTHWEST OF THE STATION, AND 33 YARDS
 OU0023'SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4596 ***********************************************************************
 AA4596  DESIGNATION -  S 61 RESET
 AA4596  PID         -  AA4596
 AA4596  STATE/COUNTY-  WY/CROOK
 AA4596  USGS QUAD   -  THE ROCKS (1984)
 AA4596
 AA4596                         *CURRENT SURVEY CONTROL
 AA4596  ___________________________________________________________________
 AA4596* NAD 83(1986)-  44 24 07.     (N)    104 34 38.     (W)     SCALED    
 AA4596* NAVD 88     -      1427.02   (+/-2cm)    4681.8    (feet)  VERTCON   
 AA4596  ___________________________________________________________________
 AA4596  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 AA4596
 AA4596  VERT ORDER  -  THIRD (See Below)
 AA4596
 AA4596.The horizontal coordinates were scaled from a topographic map and have
 AA4596.an estimated accuracy of +/- 6 seconds.
 AA4596
 AA4596.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4596.The vertical order pertains to the NGVD 29 superseded value.
 AA4596
 AA4596.The geoid height was determined by GEOID03.
 AA4596
 AA4596;                    North         East    Units  Estimated Accuracy
 AA4596;SPC WY E     -   433,580.      246,950.      MT  (+/- 180 meters Scaled)
 AA4596
 AA4596                          SUPERSEDED SURVEY CONTROL
 AA4596
 AA4596  NGVD 29 (03/28/06) 1426.38   (m)         4679.7    (f) RESET       3  
 AA4596
 AA4596.Superseded values are not recommended for survey control.
 AA4596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4596.See file dsdata.txt to determine how the superseded data were derived.
 AA4596
 AA4596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK336166(NAD 83)
 AA4596_MARKER: DV = VERTICAL CONTROL DISK
 AA4596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4596_STAMPING: S 61 RESET 1976
 AA4596_MARK LOGO: NGS   
 AA4596_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4596+STABILITY: SURFACE MOTION
 AA4596
 AA4596  HISTORY     - Date     Condition        Report By
 AA4596  HISTORY     - 1976     MONUMENTED       WYDT
 AA4596
 AA4596                          STATION DESCRIPTION
 AA4596
 AA4596'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1976 (WPH)
 AA4596'11.4 MILES (18.3 KM) WEST ALONG U.S.  HIGHWAY 14 FROM THE COUNTY
 AA4596'COURTHOUSE IN SUNDANCE, APPROXIMATELY IN THE MIDDLE OF A LONG CURVE,
 AA4596'49 FEET (14.9 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 200 FEET
 AA4596'(61.0 M) WEST OF AN APPROACH ON THE NORTH SIDE OF THE HIGHWAY, IN THE
 AA4596'RIGHT-OF-WAY FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0115 ***********************************************************************
 NQ0115  DESIGNATION -  S 63
 NQ0115  PID         -  NQ0115
 NQ0115  STATE/COUNTY-  WY/PLATTE
 NQ0115  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0115
 NQ0115                         *CURRENT SURVEY CONTROL
 NQ0115  ___________________________________________________________________
 NQ0115* NAD 83(1986)-  42 22 15.     (N)    104 54 18.     (W)     SCALED    
 NQ0115* NAVD 88     -      1360.977  (meters)    4465.14   (feet)  ADJUSTED  
 NQ0115  ___________________________________________________________________
 NQ0115  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NQ0115  DYNAMIC HT  -        1360.151 (meters)    4462.43  (feet)  COMP
 NQ0115  MODELED GRAV-     979,967.0   (mgal)                       NAVD 88
 NQ0115
 NQ0115  VERT ORDER  -  SECOND    CLASS 0
 NQ0115
 NQ0115.The horizontal coordinates were scaled from a topographic map and have
 NQ0115.an estimated accuracy of +/- 6 seconds.
 NQ0115
 NQ0115.The orthometric height was determined by differential leveling
 NQ0115.and adjusted by the National Geodetic Survey in June 1991..
 NQ0115
 NQ0115.The geoid height was determined by GEOID03.
 NQ0115
 NQ0115.The dynamic height is computed by dividing the NAVD 88
 NQ0115.geopotential number by the normal gravity value computed on the
 NQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0115.degrees latitude (g = 980.6199 gals.).
 NQ0115
 NQ0115.The modeled gravity was interpolated from observed gravity values.
 NQ0115
 NQ0115;                    North         East    Units  Estimated Accuracy
 NQ0115;SPC WY E     -   207,800.      221,550.      MT  (+/- 180 meters Scaled)
 NQ0115
 NQ0115                          SUPERSEDED SURVEY CONTROL
 NQ0115
 NQ0115  NGVD 29 (??/??/92) 1360.20   (m)         4462.6    (f) COMPUTED    2 0
 NQ0115
 NQ0115.Superseded values are not recommended for survey control.
 NQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0115.See file dsdata.txt to determine how the superseded data were derived.
 NQ0115
 NQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG078909(NAD 83)
 NQ0115_MARKER: DB = BENCH MARK DISK
 NQ0115_SETTING: 80 = SET IN A BOULDER
 NQ0115_SP_SET: BOULDER
 NQ0115_STAMPING: S 63 1934
 NQ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0115+STABILITY: SURFACE MOTION
 NQ0115
 NQ0115  HISTORY     - Date     Condition        Report By
 NQ0115  HISTORY     - 1934     MONUMENTED       CGS
 NQ0115  HISTORY     - 1956     MARK NOT FOUND   NGS
 NQ0115
 NQ0115                          STATION DESCRIPTION
 NQ0115
 NQ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0115'4.1 MI SE FROM CASSA.
 NQ0115'ABOUT 4.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 NQ0115'QUINCY RAILROAD FROM THE STATION AT CASSA, PLATTE COUNTY, ABOUT
 NQ0115'0.3 MILE NORTHWEST OF MILEPOST 107, ABOUT 18 RAILS SOUTH OF
 NQ0115'BRIDGE 107.40, 10.9 FEET WEST OF THE WEST RAIL, IN THE HIGHEST
 NQ0115'POINT OF A PARTIALLY BURIED LIMESTONE BOULDER, AND ABOUT 1.0
 NQ0115'FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED S 63 1934.
 NQ0115'NOTE-- IT MAY HAVE BEEN DESTROYED WHEN THE TRESTLE WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0058 ***********************************************************************
 MP0058  FBN         -  This is a Federal Base Network Control Station.
 MP0058  DESIGNATION -  S 65
 MP0058  PID         -  MP0058
 MP0058  STATE/COUNTY-  WY/ALBANY
 MP0058  USGS QUAD   -  REX LAKE (1992)
 MP0058
 MP0058                         *CURRENT SURVEY CONTROL
 MP0058  ___________________________________________________________________
 MP0058* NAD 83(1993)-  41 17 50.92376(N)    106 06 21.30324(W)     ADJUSTED  
 MP0058* NAVD 88     -      2433.800  (meters)    7984.89   (feet)  ADJUSTED  
 MP0058  ___________________________________________________________________
 MP0058  X           -  -1,331,773.200 (meters)                     COMP
 MP0058  Y           -  -4,612,248.561 (meters)                     COMP
 MP0058  Z           -   4,188,899.298 (meters)                     COMP
 MP0058  LAPLACE CORR-          -8.62  (seconds)                    DEFLEC99
 MP0058  ELLIP HEIGHT-        2423.00  (meters)          (02/28/01) GPS OBS
 MP0058  GEOID HEIGHT-         -10.80  (meters)                     GEOID03
 MP0058  DYNAMIC HT  -        2431.491 (meters)    7977.32  (feet)  COMP
 MP0058  MODELED GRAV-     979,586.7   (mgal)                       NAVD 88
 MP0058
 MP0058  HORZ ORDER  -  A
 MP0058  VERT ORDER  -  FIRST     CLASS II
 MP0058  ELLP ORDER  -  SECOND    CLASS I
 MP0058
 MP0058.The horizontal coordinates were established by GPS observations
 MP0058.and adjusted by the National Geodetic Survey in February 2001..
 MP0058
 MP0058.The orthometric height was determined by differential leveling
 MP0058.and adjusted by the National Geodetic Survey in June 1991..
 MP0058.WARNING-Repeat measurements at this control monument indicate possible
 MP0058.vertical movement.
 MP0058
 MP0058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0058
 MP0058.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0058
 MP0058.The ellipsoidal height was determined by GPS observations
 MP0058.and is referenced to NAD 83.
 MP0058
 MP0058.The geoid height was determined by GEOID03.
 MP0058
 MP0058.The dynamic height is computed by dividing the NAVD 88
 MP0058.geopotential number by the normal gravity value computed on the
 MP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0058.degrees latitude (g = 980.6199 gals.).
 MP0058
 MP0058.The modeled gravity was interpolated from observed gravity values.
 MP0058
 MP0058;                    North         East     Units Scale Factor Converg.
 MP0058;SPC WY E     -    88,981.591   121,336.773   MT  1.00001363   -0 37 11.7
 MP0058;UTM  13      - 4,572,370.668   407,409.320   MT  0.99970551   -0 43 47.7
 MP0058
 MP0058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0058!SPC WY E     -   0.99962009  x   1.00001363  =   0.99963371
 MP0058!UTM  13      -   0.99962009  x   0.99970551  =   0.99932571
 MP0058
 MP0058                          SUPERSEDED SURVEY CONTROL
 MP0058
 MP0058  NAVD 88 (02/28/01) 2433.80   (m)         7984.9    (f) LEVELING    3  
 MP0058  NGVD 29 (??/??/92) 2432.553  (m)         7980.80   (f) ADJ UNCH    1 2
 MP0058
 MP0058.Superseded values are not recommended for survey control.
 MP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0058.See file dsdata.txt to determine how the superseded data were derived.
 MP0058
 MP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0740972371(NAD 83)
 MP0058_MARKER: DB = BENCH MARK DISK
 MP0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0058_STAMPING: S 65 1934
 MP0058_MARK LOGO: CGS   
 MP0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0058+STABILITY: SURFACE MOTION
 MP0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0058+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1999
 MP0058
 MP0058  HISTORY     - Date     Condition        Report By
 MP0058  HISTORY     - 1934     MONUMENTED       CGS
 MP0058  HISTORY     - 1956     GOOD             NGS
 MP0058  HISTORY     - 19990824 GOOD             WYDT
 MP0058  HISTORY     - 19991104 GOOD             NGS
 MP0058
 MP0058                          STATION DESCRIPTION
 MP0058
 MP0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0058'1.7 MI E FROM CENTENNIAL.
 MP0058'1.7 MILES EAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0058'FROM THE STATION AT CENTENNIAL, 61.2 FEET SOUTH OF MILEPOST 28, 53
 MP0058'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 130, 30.4 FEET NORTH OF
 MP0058'THE NORTH RAIL, 2 FEET NORTH OF A FENCE, 2 FEET NORTH OF A WITNESS
 MP0058'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 MP0058'THE GROUND, IN SECTION 1, TOWNSHIP 15 NORTH, RANGE 78 WEST.
 MP0058
 MP0058                          STATION RECOVERY (1999)
 MP0058
 MP0058'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MP0058'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MP0058'307-777-3819.  THE DESCRIPTION IS ACCURATE.  THE MARK WAS FOUND IN
 MP0058'GOOD CONDITION.  THE RAILROAD TRACKS ARE BEING REMOVED AT THIS TIME.
 MP0058
 MP0058                          STATION RECOVERY (1999)
 MP0058
 MP0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 MP0058'RECOVERED BY NATIONAL GEODETIC SURVEY 1999, RECOVERED IN GOOD
 MP0058'CONDITION NEW DESCRIPTION FOLLOWS, THE STATION IS LOCATED ABOUT 3.14
 MP0058'KM (1.95 MI) EAST OF CENTENNIAL, 0.4 KM (0.25 MI) EAST OF STATE
 MP0058'HIGHWAY 130-MILEPOST 26, ON THE NORTH SIDE OF THE NORTH HIGHWAY 130
 MP0058'RIGHT-OF-WAY FENCE.  TO REACH THE STATION FROM THE POST OFFICE IN THE
 MP0058'COMMUNITY OF CENTENNIAL, GO EAST ON STATE HIGHWAY 130 FOR 3.14 KM
 MP0058'(1.95 MI) TO THE STATION ON THE LEFT ON THE NORTH SIDE OF THE HIGHWAY
 MP0058'RIGHT-OF-WAY FENCE AT HIGHWAY MILE 25.75.  THE STATION IS AN NGS BENCH
 MP0058'MARK DISK SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST PROJECTING 5
 MP0058'CM ABOVE GROUND LEVEL AND ABOUT 0.49 M (1.61 FT) BELOW THE LEVEL OF
 MP0058'THE HIGHWAY.  LOCATED 23.32 M (76.51 FT) NORTH OF THE CENTER OF THE
 MP0058'HIGHWAY, 10.21 M (33.50 FT) SOUTH OF THE CENTER OF AN ABANDONED
 MP0058'RAILROAD BED, 0.67 M (2.20 FT) NORTH OF THE RIGHT-OF-WAY FENCE AND
 MP0058'0.16 M (0.52 FT) NORTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0092 ***********************************************************************
 MP0092  DESIGNATION -  S 66
 MP0092  PID         -  MP0092
 MP0092  STATE/COUNTY-  WY/ALBANY
 MP0092  USGS QUAD   -  FOXPARK (1992)
 MP0092
 MP0092                         *CURRENT SURVEY CONTROL
 MP0092  ___________________________________________________________________
 MP0092* NAD 83(1986)-  41 04 05.     (N)    106 07 34.     (W)     SCALED    
 MP0092* NAVD 88     -      2754.012  (meters)    9035.45   (feet)  ADJUSTED  
 MP0092  ___________________________________________________________________
 MP0092  GEOID HEIGHT-         -10.76  (meters)                     GEOID03
 MP0092  DYNAMIC HT  -        2751.298 (meters)    9026.55  (feet)  COMP
 MP0092  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 MP0092
 MP0092  VERT ORDER  -  FIRST     CLASS II
 MP0092
 MP0092.The horizontal coordinates were scaled from a topographic map and have
 MP0092.an estimated accuracy of +/- 6 seconds.
 MP0092
 MP0092.The orthometric height was determined by differential leveling
 MP0092.and adjusted by the National Geodetic Survey in June 1991..
 MP0092
 MP0092.The geoid height was determined by GEOID03.
 MP0092
 MP0092.The dynamic height is computed by dividing the NAVD 88
 MP0092.geopotential number by the normal gravity value computed on the
 MP0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0092.degrees latitude (g = 980.6199 gals.).
 MP0092
 MP0092.The modeled gravity was interpolated from observed gravity values.
 MP0092
 MP0092;                    North         East    Units  Estimated Accuracy
 MP0092;SPC WY E     -    63,520.      119,370.      MT  (+/- 180 meters Scaled)
 MP0092
 MP0092                          SUPERSEDED SURVEY CONTROL
 MP0092
 MP0092  NGVD 29 (??/??/92) 2752.725  (m)         9031.23   (f) ADJ UNCH    1 2
 MP0092
 MP0092.Superseded values are not recommended for survey control.
 MP0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0092.See file dsdata.txt to determine how the superseded data were derived.
 MP0092
 MP0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF053469(NAD 83)
 MP0092_MARKER: DB = BENCH MARK DISK
 MP0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0092_STAMPING: S 66 1934
 MP0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0092+STABILITY: SURFACE MOTION
 MP0092
 MP0092  HISTORY     - Date     Condition        Report By
 MP0092  HISTORY     - 1934     MONUMENTED       CGS
 MP0092  HISTORY     - 1956     GOOD             NGS
 MP0092
 MP0092                          STATION DESCRIPTION
 MP0092
 MP0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0092'1.7 MI SE FROM FOXPARK.
 MP0092'1.7 MILES SOUTHEAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0092'RAILROAD FROM THE STATION AT FOXPARK, AT THE CROSSING OF STATE HIGHWAY
 MP0092'230, 38 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET
 MP0092'NORTHEAST OF THE NORTHEAST RAIL, 5 FEET WEST OF A CROSSING SIGN, 2.4
 MP0092'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MP0092'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF
 MP0092'SECTION 26, TOWNSHIP 13 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0135 ***********************************************************************
 NT0135  DESIGNATION -  S 67
 NT0135  PID         -  NT0135
 NT0135  STATE/COUNTY-  WY/LINCOLN
 NT0135  USGS QUAD   -  GROVER (1980)
 NT0135
 NT0135                         *CURRENT SURVEY CONTROL
 NT0135  ___________________________________________________________________
 NT0135* NAD 83(1986)-  42 48 31.     (N)    110 57 02.     (W)     SCALED    
 NT0135* NAVD 88     -      1852.765  (meters)    6078.61   (feet)  ADJUSTED  
 NT0135  ___________________________________________________________________
 NT0135  GEOID HEIGHT-         -10.93  (meters)                     GEOID03
 NT0135  DYNAMIC HT  -        1851.446 (meters)    6074.29  (feet)  COMP
 NT0135  MODELED GRAV-     979,843.1   (mgal)                       NAVD 88
 NT0135
 NT0135  VERT ORDER  -  SECOND    CLASS 0
 NT0135
 NT0135.The horizontal coordinates were scaled from a topographic map and have
 NT0135.an estimated accuracy of +/- 6 seconds.
 NT0135
 NT0135.The orthometric height was determined by differential leveling
 NT0135.and adjusted by the National Geodetic Survey in June 1991..
 NT0135
 NT0135.The geoid height was determined by GEOID03.
 NT0135
 NT0135.The dynamic height is computed by dividing the NAVD 88
 NT0135.geopotential number by the normal gravity value computed on the
 NT0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0135.degrees latitude (g = 980.6199 gals.).
 NT0135
 NT0135.The modeled gravity was interpolated from observed gravity values.
 NT0135
 NT0135;                    North         East    Units  Estimated Accuracy
 NT0135;SPC WY W     -   356,760.      729,070.      MT  (+/- 180 meters Scaled)
 NT0135
 NT0135                          SUPERSEDED SURVEY CONTROL
 NT0135
 NT0135  NGVD 29 (??/??/92) 1851.493  (m)         6074.44   (f) ADJ UNCH    2 0
 NT0135
 NT0135.Superseded values are not recommended for survey control.
 NT0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0135.See file dsdata.txt to determine how the superseded data were derived.
 NT0135
 NT0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN040395(NAD 83)
 NT0135_MARKER: DB = BENCH MARK DISK
 NT0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0135_STAMPING: S 67 1934
 NT0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0135+STABILITY: SURFACE MOTION
 NT0135
 NT0135  HISTORY     - Date     Condition        Report By
 NT0135  HISTORY     - 1934     MONUMENTED       CGS
 NT0135
 NT0135                          STATION DESCRIPTION
 NT0135
 NT0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0135'1.5 MI N FROM GROVER.
 NT0135'1.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0135'GROVER, LINCOLN COUNTY, 600 FEET WEST OF A DIP, 90 FEET NORTHEAST OF
 NT0135'THE NORTH END OF A CULVERT, 50 FEET WEST OF THE SOUTHEAST CORNER OF A
 NT0135'FENCE, AT THE WEST EDGE OF A DIRT RIDGE, AND 48 FEET NORTH OF THE
 NT0135'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED S 67 1934 AND
 NT0135'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0274 ***********************************************************************
 NT0274  DESIGNATION -  S 68
 NT0274  PID         -  NT0274
 NT0274  STATE/COUNTY-  WY/LINCOLN
 NT0274  USGS QUAD   -  BORDER (1980)
 NT0274
 NT0274                         *CURRENT SURVEY CONTROL
 NT0274  ___________________________________________________________________
 NT0274* NAD 83(1986)-  42 13 28.     (N)    111 02 33.     (W)     SCALED    
 NT0274* NAVD 88     -      1854.283  (meters)    6083.59   (feet)  ADJUSTED  
 NT0274  ___________________________________________________________________
 NT0274  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 NT0274  DYNAMIC HT  -        1852.826 (meters)    6078.81  (feet)  COMP
 NT0274  MODELED GRAV-     979,770.9   (mgal)                       NAVD 88
 NT0274
 NT0274  VERT ORDER  -  SECOND    CLASS 0
 NT0274
 NT0274.The horizontal coordinates were scaled from a topographic map and have
 NT0274.an estimated accuracy of +/- 6 seconds.
 NT0274
 NT0274.The orthometric height was determined by differential leveling
 NT0274.and adjusted by the National Geodetic Survey in June 1991..
 NT0274
 NT0274.The geoid height was determined by GEOID03.
 NT0274
 NT0274.The dynamic height is computed by dividing the NAVD 88
 NT0274.geopotential number by the normal gravity value computed on the
 NT0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0274.degrees latitude (g = 980.6199 gals.).
 NT0274
 NT0274.The modeled gravity was interpolated from observed gravity values.
 NT0274
 NT0274;                    North         East    Units  Estimated Accuracy
 NT0274;SPC WY W     -   291,950.      720,820.      MT  (+/- 180 meters Scaled)
 NT0274
 NT0274                          SUPERSEDED SURVEY CONTROL
 NT0274
 NT0274  NGVD 29 (??/??/92) 1852.994  (m)         6079.36   (f) ADJ UNCH    2 0
 NT0274
 NT0274.Superseded values are not recommended for survey control.
 NT0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0274.See file dsdata.txt to determine how the superseded data were derived.
 NT0274
 NT0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM964746(NAD 83)
 NT0274_MARKER: DB = BENCH MARK DISK
 NT0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0274_STAMPING: S 68 1934
 NT0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0274+STABILITY: SURFACE MOTION
 NT0274
 NT0274  HISTORY     - Date     Condition        Report By
 NT0274  HISTORY     - 1934     MONUMENTED       CGS
 NT0274  HISTORY     - 1970     MARK NOT FOUND   USGS
 NT0274
 NT0274                          STATION DESCRIPTION
 NT0274
 NT0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0274'3.5 MI N FROM BORDER.
 NT0274'3.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE CROSSING OF THE
 NT0274'WYOMING-IDAHO STATE LINE AND THE UNION PACIFIC RAILROAD TRACK AT
 NT0274'BORDER, LINCOLN COUNTY, 0.7 MILE SOUTH OF THE J. FRANCIS FARMHOUSE,
 NT0274'200 FEET NORTHWEST OF AN ABANDONED WHITE FARMHOUSE, 30 FEET NORTH OF
 NT0274'THE CENTER OF A WAGON GATE, 30 FEET EAST OF THE CENTER LINE OF THE
 NT0274'HIGHWAY, AND 21 FEET NORTH OF THE SOUTHWEST CORNER OF A FENCE.  A
 NT0274'STANDARD DISK, STAMPED S 68 1934 AND SET IN THE TOP OF A CONCRETE
 NT0274'POST.
 NT0274
 NT0274                          STATION RECOVERY (1970)
 NT0274
 NT0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NT0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0126 ***********************************************************************
 PV0126  DESIGNATION -  S 7
 PV0126  PID         -  PV0126
 PV0126  STATE/COUNTY-  WY/CROOK
 PV0126  USGS QUAD   -  MOORCROFT (1984)
 PV0126
 PV0126                         *CURRENT SURVEY CONTROL
 PV0126  ___________________________________________________________________
 PV0126* NAD 83(1986)-  44 16 41.     (N)    104 59 24.     (W)     SCALED    
 PV0126* NAVD 88     -      1267.743  (meters)    4159.25   (feet)  ADJUSTED  
 PV0126  ___________________________________________________________________
 PV0126  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 PV0126  DYNAMIC HT  -        1267.236 (meters)    4157.59  (feet)  COMP
 PV0126  MODELED GRAV-     980,174.2   (mgal)                       NAVD 88
 PV0126
 PV0126  VERT ORDER  -  FIRST     CLASS II
 PV0126
 PV0126.The horizontal coordinates were scaled from a topographic map and have
 PV0126.an estimated accuracy of +/- 6 seconds.
 PV0126
 PV0126.The orthometric height was determined by differential leveling
 PV0126.and adjusted by the National Geodetic Survey in June 1991..
 PV0126
 PV0126.The geoid height was determined by GEOID03.
 PV0126
 PV0126.The dynamic height is computed by dividing the NAVD 88
 PV0126.geopotential number by the normal gravity value computed on the
 PV0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0126.degrees latitude (g = 980.6199 gals.).
 PV0126
 PV0126.The modeled gravity was interpolated from observed gravity values.
 PV0126
 PV0126;                    North         East    Units  Estimated Accuracy
 PV0126;SPC WY E     -   419,660.      214,100.      MT  (+/- 180 meters Scaled)
 PV0126
 PV0126                          SUPERSEDED SURVEY CONTROL
 PV0126
 PV0126  NGVD 29 (??/??/92) 1267.135  (m)         4157.26   (f) ADJ UNCH    1 2
 PV0126
 PV0126.Superseded values are not recommended for survey control.
 PV0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0126.See file dsdata.txt to determine how the superseded data were derived.
 PV0126
 PV0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK007027(NAD 83)
 PV0126_MARKER: B = BOLT
 PV0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0126_SP_SET: BRIDGE ABUTMENT
 PV0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0126
 PV0126  HISTORY     - Date     Condition        Report By
 PV0126  HISTORY     - 1908     MONUMENTED       CGS
 PV0126  HISTORY     - 1957     GOOD             NGS
 PV0126  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0126
 PV0126                          STATION DESCRIPTION
 PV0126
 PV0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0126'2.2 MI W FROM MOORCROFT.
 PV0126'2.25 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0126'FROM THE STATION AT MOORCROFT, IN THE TOP OF THE SOUTH END OF
 PV0126'THE EAST ABUTMENT OF THE BRIDGE OVER DONKEY CREEK, 5 1/2 FEET
 PV0126'SOUTH OF THE SOUTH RAIL AND ABOUT 2 FEET BELOW THE TRACK.
 PV0126
 PV0126                          STATION RECOVERY (1985)
 PV0126
 PV0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0126'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0338 ***********************************************************************
 MR0338  DESIGNATION -  S 70
 MR0338  PID         -  MR0338
 MR0338  STATE/COUNTY-  WY/UINTA
 MR0338  USGS QUAD   -  MURPHY RIDGE (1991)
 MR0338
 MR0338                         *CURRENT SURVEY CONTROL
 MR0338  ___________________________________________________________________
 MR0338* NAD 83(1986)-  41 20 55.     (N)    111 00 10.     (W)     SCALED    
 MR0338* NAVD 88     -      2010.711  (meters)    6596.81   (feet)  ADJUSTED  
 MR0338  ___________________________________________________________________
 MR0338  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 MR0338  DYNAMIC HT  -        2008.887 (meters)    6590.82  (feet)  COMP
 MR0338  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 MR0338
 MR0338  VERT ORDER  -  SECOND    CLASS 0
 MR0338
 MR0338.The horizontal coordinates were scaled from a topographic map and have
 MR0338.an estimated accuracy of +/- 6 seconds.
 MR0338
 MR0338.The orthometric height was determined by differential leveling
 MR0338.and adjusted by the National Geodetic Survey in June 1991..
 MR0338
 MR0338.The geoid height was determined by GEOID03.
 MR0338
 MR0338.The dynamic height is computed by dividing the NAVD 88
 MR0338.geopotential number by the normal gravity value computed on the
 MR0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0338.degrees latitude (g = 980.6199 gals.).
 MR0338
 MR0338.The modeled gravity was interpolated from observed gravity values.
 MR0338
 MR0338;                    North         East    Units  Estimated Accuracy
 MR0338;SPC WY W     -   194,640.      723,060.      MT  (+/- 180 meters Scaled)
 MR0338
 MR0338                          SUPERSEDED SURVEY CONTROL
 MR0338
 MR0338  NGVD 29 (??/??/92) 2009.328  (m)         6592.27   (f) ADJ UNCH    2 0
 MR0338
 MR0338.Superseded values are not recommended for survey control.
 MR0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0338.See file dsdata.txt to determine how the superseded data were derived.
 MR0338
 MR0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL997774(NAD 83)
 MR0338_MARKER: DB = BENCH MARK DISK
 MR0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0338_STAMPING: S 70 1934
 MR0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0338+STABILITY: SURFACE MOTION
 MR0338
 MR0338  HISTORY     - Date     Condition        Report By
 MR0338  HISTORY     - 1934     MONUMENTED       CGS
 MR0338
 MR0338                          STATION DESCRIPTION
 MR0338
 MR0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0338'6.1 MI NW FROM EVANSTON.
 MR0338'6.1 MILES NORTHWEST ALONG STATE HIGHWAY 65 FROM EVANSTON, ABOUT 0.2
 MR0338'MILE SOUTHWEST OF A LARGE COAL MINE DUMP, ABOUT 105 FEET SOUTH OF A
 MR0338'CORRUGATED PIPE CULVERT FOR AN IRRIGATION DITCH, ABOUT 48 FEET WEST OF
 MR0338'THE CENTER LINE OF THE HIGHWAY, ABOUT 24 FEET SOUTH OF A POLE, AND
 MR0338'ABOUT 3 FEET EAST OF A FENCE AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0298 ***********************************************************************
 MQ0298  DESIGNATION -  S 71
 MQ0298  PID         -  MQ0298
 MQ0298  STATE/COUNTY-  WY/SWEETWATER
 MQ0298  USGS QUAD   -  BIG ISLAND BRIDGE (1980)
 MQ0298
 MQ0298                         *CURRENT SURVEY CONTROL
 MQ0298  ___________________________________________________________________
 MQ0298* NAD 83(1986)-  41 50 19.     (N)    109 43 17.     (W)     SCALED    
 MQ0298* NAVD 88     -      1926.903  (meters)    6321.85   (feet)  ADJUSTED  
 MQ0298  ___________________________________________________________________
 MQ0298  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 MQ0298  DYNAMIC HT  -        1925.315 (meters)    6316.64  (feet)  COMP
 MQ0298  MODELED GRAV-     979,729.9   (mgal)                       NAVD 88
 MQ0298
 MQ0298  VERT ORDER  -  SECOND    CLASS 0
 MQ0298
 MQ0298.The horizontal coordinates were scaled from a topographic map and have
 MQ0298.an estimated accuracy of +/- 6 seconds.
 MQ0298
 MQ0298.The orthometric height was determined by differential leveling
 MQ0298.and adjusted by the National Geodetic Survey in June 1991..
 MQ0298
 MQ0298.The geoid height was determined by GEOID03.
 MQ0298
 MQ0298.The dynamic height is computed by dividing the NAVD 88
 MQ0298.geopotential number by the normal gravity value computed on the
 MQ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0298.degrees latitude (g = 980.6199 gals.).
 MQ0298
 MQ0298.The modeled gravity was interpolated from observed gravity values.
 MQ0298
 MQ0298;                    North         East    Units  Estimated Accuracy
 MQ0298;SPC WYWC     -   149,110.      519,320.      MT  (+/- 180 meters Scaled)
 MQ0298
 MQ0298                          SUPERSEDED SURVEY CONTROL
 MQ0298
 MQ0298  NGVD 29 (??/??/92) 1925.653  (m)         6317.75   (f) ADJ UNCH    2 0
 MQ0298
 MQ0298.Superseded values are not recommended for survey control.
 MQ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0298.See file dsdata.txt to determine how the superseded data were derived.
 MQ0298
 MQ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM061326(NAD 83)
 MQ0298_MARKER: DB = BENCH MARK DISK
 MQ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0298_STAMPING: S 71 1934
 MQ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0298+STABILITY: SURFACE MOTION
 MQ0298
 MQ0298  HISTORY     - Date     Condition        Report By
 MQ0298  HISTORY     - 1934     MONUMENTED       CGS
 MQ0298
 MQ0298                          STATION DESCRIPTION
 MQ0298
 MQ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0298'25.9 MI NE FROM GRANGER.
 MQ0298'ABOUT 25.9 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0298'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT 6
 MQ0298'MILES NORTHEAST OF THE STEEL BRIDGE OVER GREEN RIVER, ABOUT 2.5 MILES
 MQ0298'NORTHEAST OF THE JUNCTION WITH A TRAIL LEADING NORTH, IN A FLAT
 MQ0298'SANDSTONE AREA WHERE THE ROAD FALLS SHARPLY TO THE EAST, ABOUT 200
 MQ0298'FEET NORTHWEST OF THE NORTHEAST END OF A SANDSTONE SPUR, ABOUT 108
 MQ0298'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND IN A 3-FOOT CIRCLE
 MQ0298'OF ROCK.  A STANDARD DISK, STAMPED S 71 1934 AND SET IN THE TOP OF A
 MQ0298'CONCRETE POST SET IN SANDSTONE AND PROJECTING ABOUT 10 INCHES ABOVE
 MQ0298'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0353 ***********************************************************************
 MP0353  DESIGNATION -  S 72
 MP0353  PID         -  MP0353
 MP0353  STATE/COUNTY-  WY/CARBON
 MP0353  USGS QUAD   -  DIXON (1982)
 MP0353
 MP0353                         *CURRENT SURVEY CONTROL
 MP0353  ___________________________________________________________________
 MP0353* NAD 83(1986)-  41 02 00.     (N)    107 32 03.     (W)     SCALED    
 MP0353* NAVD 88     -      1939.554  (meters)    6363.35   (feet)  ADJUSTED  
 MP0353  ___________________________________________________________________
 MP0353  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 MP0353  DYNAMIC HT  -        1937.801 (meters)    6357.60  (feet)  COMP
 MP0353  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 MP0353
 MP0353  VERT ORDER  -  SECOND    CLASS 0
 MP0353
 MP0353.The horizontal coordinates were scaled from a topographic map and have
 MP0353.an estimated accuracy of +/- 6 seconds.
 MP0353
 MP0353.The orthometric height was determined by differential leveling
 MP0353.and adjusted by the National Geodetic Survey in June 1991..
 MP0353
 MP0353.The geoid height was determined by GEOID03.
 MP0353
 MP0353.The dynamic height is computed by dividing the NAVD 88
 MP0353.geopotential number by the normal gravity value computed on the
 MP0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0353.degrees latitude (g = 980.6199 gals.).
 MP0353
 MP0353.The modeled gravity was interpolated from observed gravity values.
 MP0353
 MP0353;                    North         East    Units  Estimated Accuracy
 MP0353;SPC WYEC     -   159,240.      383,110.      MT  (+/- 180 meters Scaled)
 MP0353
 MP0353                          SUPERSEDED SURVEY CONTROL
 MP0353
 MP0353  NGVD 29 (??/??/92) 1938.363  (m)         6359.45   (f) ADJ UNCH    2 0
 MP0353
 MP0353.Superseded values are not recommended for survey control.
 MP0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0353.See file dsdata.txt to determine how the superseded data were derived.
 MP0353
 MP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF869455(NAD 83)
 MP0353_MARKER: DB = BENCH MARK DISK
 MP0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0353_STAMPING: S 72 1934
 MP0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0353+STABILITY: SURFACE MOTION
 MP0353
 MP0353  HISTORY     - Date     Condition        Report By
 MP0353  HISTORY     - 1934     MONUMENTED       CGS
 MP0353
 MP0353                          STATION DESCRIPTION
 MP0353
 MP0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0353'IN DIXON.
 MP0353'AT DIXON, ON THE ROAD LEADING TO SAVERY, EAST OF MAIN STREET, AT THE
 MP0353'COOPERATIVE WEATHER STATION, DIRECTLY ACROSS THE STREET FROM THE SAINT
 MP0353'PAUL EPISCOPAL CHURCH, 67 FEET SOUTH OF THE CENTER OF THE INTERSECTION
 MP0353'OF THE DIXON-SAVERY ROAD AND FIRST STREET, 5 FEET EAST OF THE
 MP0353'PROJECTED LINE OF THE FRONT OF THE MICHAELSEN RESIDENCE, AND 1 FOOT
 MP0353'NORTH OF A FENCE.  A STANDARD DISK, STAMPED S 72 1934 AND SET IN THE
 MP0353'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0091 ***********************************************************************
 MR0091  DESIGNATION -  S 73
 MR0091  PID         -  MR0091
 MR0091  STATE/COUNTY-  WY/UINTA
 MR0091  USGS QUAD   -  REED RESERVOIR (1980)
 MR0091
 MR0091                         *CURRENT SURVEY CONTROL
 MR0091  ___________________________________________________________________
 MR0091* NAD 83(1986)-  41 09 49.     (N)    110 11 33.     (W)     SCALED    
 MR0091* NAVD 88     -      2170.889  (meters)    7122.32   (feet)  ADJUSTED  
 MR0091  ___________________________________________________________________
 MR0091  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 MR0091  DYNAMIC HT  -        2168.863 (meters)    7115.68  (feet)  COMP
 MR0091  MODELED GRAV-     979,612.8   (mgal)                       NAVD 88
 MR0091
 MR0091  VERT ORDER  -  SECOND    CLASS 0
 MR0091
 MR0091.The horizontal coordinates were scaled from a topographic map and have
 MR0091.an estimated accuracy of +/- 6 seconds.
 MR0091
 MR0091.The orthometric height was determined by differential leveling
 MR0091.and adjusted by the National Geodetic Survey in June 1991..
 MR0091
 MR0091.The geoid height was determined by GEOID03.
 MR0091
 MR0091.The dynamic height is computed by dividing the NAVD 88
 MR0091.geopotential number by the normal gravity value computed on the
 MR0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0091.degrees latitude (g = 980.6199 gals.).
 MR0091
 MR0091.The modeled gravity was interpolated from observed gravity values.
 MR0091
 MR0091;                    North         East    Units  Estimated Accuracy
 MR0091;SPC WY W     -   173,700.      790,840.      MT  (+/- 180 meters Scaled)
 MR0091
 MR0091                          SUPERSEDED SURVEY CONTROL
 MR0091
 MR0091  NGVD 29 (??/??/92) 2169.510  (m)         7117.80   (f) ADJ UNCH    2 0
 MR0091
 MR0091.Superseded values are not recommended for survey control.
 MR0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0091.See file dsdata.txt to determine how the superseded data were derived.
 MR0091
 MR0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL677572(NAD 83)
 MR0091_MARKER: DB = BENCH MARK DISK
 MR0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0091_STAMPING: S 73 1934
 MR0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0091+STABILITY: SURFACE MOTION
 MR0091
 MR0091  HISTORY     - Date     Condition        Report By
 MR0091  HISTORY     - 1934     MONUMENTED       CGS
 MR0091  HISTORY     - 1964     MARK NOT FOUND   NGS
 MR0091
 MR0091                          STATION DESCRIPTION
 MR0091
 MR0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0091'8.7 MI N FROM LONETREE.
 MR0091'8.7 MILES NORTH ALONG THE ROAD LEADING TO LYMAN FROM THE NEW (1934)
 MR0091'SCHOOLHOUSE AT LONETREE, UINTA COUNTY, 285 FEET SOUTHEAST OF THE
 MR0091'CENTER LINE OF A PROMINENT 30-FOOT RAVINE AT THE POINT WHERE IT
 MR0091'CROSSES THE ROAD, AT THE MIDDLE OF THE V FORMED BY THE OLD AND NEW
 MR0091'ROADS, AND 45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.  A
 MR0091'STANDARD DISK, STAMPED S 73 1934 AND SET IN THE TOP OF A CONCRETE
 MR0091'POST.
 MR0091
 MR0091                          STATION RECOVERY (1964)
 MR0091
 MR0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 MR0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0149 ***********************************************************************
 MP0149  DESIGNATION -  S 74
 MP0149  PID         -  MP0149
 MP0149  STATE/COUNTY-  WY/CARBON
 MP0149  USGS QUAD   -  ENCAMPMENT (1983)
 MP0149
 MP0149                         *CURRENT SURVEY CONTROL
 MP0149  ___________________________________________________________________
 MP0149* NAD 83(1986)-  41 12 12.     (N)    106 49 10.     (W)     SCALED    
 MP0149* NAVD 88     -      2341.449  (meters)    7681.90   (feet)  ADJUSTED  
 MP0149  ___________________________________________________________________
 MP0149  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 MP0149  DYNAMIC HT  -        2339.267 (meters)    7674.75  (feet)  COMP
 MP0149  MODELED GRAV-     979,607.0   (mgal)                       NAVD 88
 MP0149
 MP0149  VERT ORDER  -  SECOND    CLASS 0
 MP0149
 MP0149.The horizontal coordinates were scaled from a topographic map and have
 MP0149.an estimated accuracy of +/- 6 seconds.
 MP0149
 MP0149.The orthometric height was determined by differential leveling
 MP0149.and adjusted by the National Geodetic Survey in June 1991..
 MP0149
 MP0149.The geoid height was determined by GEOID03.
 MP0149
 MP0149.The dynamic height is computed by dividing the NAVD 88
 MP0149.geopotential number by the normal gravity value computed on the
 MP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0149.degrees latitude (g = 980.6199 gals.).
 MP0149
 MP0149.The modeled gravity was interpolated from observed gravity values.
 MP0149
 MP0149;                    North         East    Units  Estimated Accuracy
 MP0149;SPC WYEC     -   178,230.      443,100.      MT  (+/- 180 meters Scaled)
 MP0149
 MP0149                          SUPERSEDED SURVEY CONTROL
 MP0149
 MP0149  NGVD 29 (??/??/92) 2340.203  (m)         7677.82   (f) ADJ UNCH    2 0
 MP0149
 MP0149.Superseded values are not recommended for survey control.
 MP0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0149.See file dsdata.txt to determine how the superseded data were derived.
 MP0149
 MP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF474629(NAD 83)
 MP0149_MARKER: DB = BENCH MARK DISK
 MP0149_SETTING: 80 = SET IN A BOULDER
 MP0149_SP_SET: GRANITE BOULDER
 MP0149_STAMPING: S 74 1934
 MP0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0149+STABILITY: SURFACE MOTION
 MP0149
 MP0149  HISTORY     - Date     Condition        Report By
 MP0149  HISTORY     - 1934     MONUMENTED       CGS
 MP0149
 MP0149                          STATION DESCRIPTION
 MP0149
 MP0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0149'2.4 MI W FROM ENCAMPMENT.
 MP0149'2.4 MILES WEST ALONG THE SLATER ROAD FROM ENCAMPMENT, AT THE
 MP0149'APPROXIMATE FOCAL POINT OF A SEMI-CIRCULAR CURVE, 250 FEET NORTH OF
 MP0149'THE MOST SOUTHERLY POINT OF THE CURVE, IN THE TOP OF THE SOUTHEAST END
 MP0149'OF THE EAST ONE OF TWO LARGE GRANITE BOULDERS, AND 2.8 FEET ABOVE THE
 MP0149'GROUND.  A STANDARD DISK, STAMPED S 74 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0132 ***********************************************************************
 MP0132  DESIGNATION -  S 75
 MP0132  PID         -  MP0132
 MP0132  STATE/COUNTY-  WY/CARBON
 MP0132  USGS QUAD   -  SARATOGA (1961)
 MP0132
 MP0132                         *CURRENT SURVEY CONTROL
 MP0132  ___________________________________________________________________
 MP0132* NAD 83(1986)-  41 24 21.     (N)    106 46 21.     (W)     SCALED    
 MP0132* NAVD 88     -      2101.561  (meters)    6894.87   (feet)  ADJUSTED  
 MP0132  ___________________________________________________________________
 MP0132  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 MP0132  DYNAMIC HT  -        2099.705 (meters)    6888.78  (feet)  COMP
 MP0132  MODELED GRAV-     979,664.7   (mgal)                       NAVD 88
 MP0132
 MP0132  VERT ORDER  -  SECOND    CLASS 0
 MP0132
 MP0132.The horizontal coordinates were scaled from a topographic map and have
 MP0132.an estimated accuracy of +/- 6 seconds.
 MP0132
 MP0132.The orthometric height was determined by differential leveling
 MP0132.and adjusted by the National Geodetic Survey in June 1991..
 MP0132
 MP0132.The geoid height was determined by GEOID03.
 MP0132
 MP0132.The dynamic height is computed by dividing the NAVD 88
 MP0132.geopotential number by the normal gravity value computed on the
 MP0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0132.degrees latitude (g = 980.6199 gals.).
 MP0132
 MP0132.The modeled gravity was interpolated from observed gravity values.
 MP0132
 MP0132;                    North         East    Units  Estimated Accuracy
 MP0132;SPC WYEC     -   200,740.      446,890.      MT  (+/- 180 meters Scaled)
 MP0132
 MP0132                          SUPERSEDED SURVEY CONTROL
 MP0132
 MP0132  NGVD 29 (??/??/92) 2100.389  (m)         6891.03   (f) ADJ UNCH    2 0
 MP0132
 MP0132.Superseded values are not recommended for survey control.
 MP0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0132.See file dsdata.txt to determine how the superseded data were derived.
 MP0132
 MP0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF518853(NAD 83)
 MP0132_MARKER: DB = BENCH MARK DISK
 MP0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0132_STAMPING: S 75 1934
 MP0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0132+STABILITY: SURFACE MOTION
 MP0132
 MP0132  HISTORY     - Date     Condition        Report By
 MP0132  HISTORY     - 1934     MONUMENTED       CGS
 MP0132
 MP0132                          STATION DESCRIPTION
 MP0132
 MP0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0132'4.1 MI S FROM SARATOGA.
 MP0132'4.1 MILES SOUTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD FROM
 MP0132'SARATOGA, AT THE SIDING AT DAHLSTROM, ABOUT 560 FEET WEST OF THE
 MP0132'MCPHEIL RANCH HOUSE ROAD, 34 FEET NORTHEAST OF THE BANK OF AN
 MP0132'IRRIGATION DITCH, 18 FEET SOUTH OF A POWERLINE, 34 FEET SOUTHWEST OF
 MP0132'THE CENTERLINE OF THE TRACK, AND ABOUT 5 FEET HIGHER THAN THE TOP OF
 MP0132'THE RAIL.  A STANDARD DISK, STAMPED S 75 1934 AND SET IN THE TOP OF A
 MP0132'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0228 ***********************************************************************
 MP0228  DESIGNATION -  S 76
 MP0228  PID         -  MP0228
 MP0228  STATE/COUNTY-  WY/CARBON
 MP0228  USGS QUAD   -  SINCLAIR (1981)
 MP0228
 MP0228                         *CURRENT SURVEY CONTROL
 MP0228  ___________________________________________________________________
 MP0228* NAD 83(1986)-  41 46 47.     (N)    107 02 42.     (W)     SCALED    
 MP0228* NAVD 88     -      1994.308  (meters)    6542.99   (feet)  ADJUSTED  
 MP0228  ___________________________________________________________________
 MP0228  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 MP0228  DYNAMIC HT  -        1992.649 (meters)    6537.55  (feet)  COMP
 MP0228  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 MP0228
 MP0228  VERT ORDER  -  FIRST     CLASS II
 MP0228
 MP0228.The horizontal coordinates were scaled from a topographic map and have
 MP0228.an estimated accuracy of +/- 6 seconds.
 MP0228
 MP0228.The orthometric height was determined by differential leveling
 MP0228.and adjusted by the National Geodetic Survey in June 1991..
 MP0228.WARNING-Repeat measurements at this control monument indicate possible
 MP0228.vertical movement.
 MP0228
 MP0228.The geoid height was determined by GEOID03.
 MP0228
 MP0228.The dynamic height is computed by dividing the NAVD 88
 MP0228.geopotential number by the normal gravity value computed on the
 MP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0228.degrees latitude (g = 980.6199 gals.).
 MP0228
 MP0228.The modeled gravity was interpolated from observed gravity values.
 MP0228
 MP0228;                    North         East    Units  Estimated Accuracy
 MP0228;SPC WYEC     -   242,150.      423,970.      MT  (+/- 180 meters Scaled)
 MP0228
 MP0228                          SUPERSEDED SURVEY CONTROL
 MP0228
 MP0228  NGVD 29 (06/08/92) 1993.186  (m)         6539.31   (f) ADJUSTED    1 2
 MP0228
 MP0228.Superseded values are not recommended for survey control.
 MP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0228.See file dsdata.txt to determine how the superseded data were derived.
 MP0228
 MP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG300273(NAD 83)
 MP0228_MARKER: DB = BENCH MARK DISK
 MP0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0228_STAMPING: S 76 1934
 MP0228_MARK LOGO: CGS   
 MP0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0228+STABILITY: SURFACE MOTION
 MP0228
 MP0228  HISTORY     - Date     Condition        Report By
 MP0228  HISTORY     - 1934     MONUMENTED       CGS
 MP0228  HISTORY     - 1947     GOOD             NGS
 MP0228  HISTORY     - 1972     GOOD             NGS
 MP0228  HISTORY     - 1983     GOOD             NGS
 MP0228
 MP0228                          STATION DESCRIPTION
 MP0228
 MP0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0228'3.5 MI E FROM PARCO (SINCLAIR).
 MP0228'3.5 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0228'PARCO (SINCLAIR), 12 POLES EAST OF MILEPOST 673, 45.6 FEET NORTH OF
 MP0228'THE NORTH RAIL OF THE NORTH TRACK AND 1 FOOT LOWER, 38.0 FEET EAST OF
 MP0228'A TELEGRAPH POLE, 2.0 FEET EAST OF A REFERENCE POST, 1.8 FEET SOUTH OF
 MP0228'A RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 MP0228'0.5 FOOT ABOVE THE GROUND.
 MP0228
 MP0228                          STATION RECOVERY (1972)
 MP0228
 MP0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 MP0228'RECOVERED IN GOOD CONDITION.
 MP0228
 MP0228                          STATION RECOVERY (1983)
 MP0228
 MP0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0117 ***********************************************************************
 OX0117  DESIGNATION -  S 77
 OX0117  PID         -  OX0117
 OX0117  STATE/COUNTY-  WY/LINCOLN
 OX0117  USGS QUAD   -  PINE CREEK (1996)
 OX0117
 OX0117                         *CURRENT SURVEY CONTROL
 OX0117  ___________________________________________________________________
 OX0117* NAD 83(1986)-  43 12 09.     (N)    110 51 44.     (W)     SCALED    
 OX0117* NAVD 88     -      1791.578  (meters)    5877.87   (feet)  ADJUSTED  
 OX0117  ___________________________________________________________________
 OX0117  GEOID HEIGHT-         -10.31  (meters)                     GEOID03
 OX0117  DYNAMIC HT  -        1790.350 (meters)    5873.84  (feet)  COMP
 OX0117  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 OX0117
 OX0117  VERT ORDER  -  SECOND    CLASS 0
 OX0117
 OX0117.The horizontal coordinates were scaled from a topographic map and have
 OX0117.an estimated accuracy of +/- 6 seconds.
 OX0117
 OX0117.The orthometric height was determined by differential leveling
 OX0117.and adjusted by the National Geodetic Survey in June 1991..
 OX0117
 OX0117.The geoid height was determined by GEOID03.
 OX0117
 OX0117.The dynamic height is computed by dividing the NAVD 88
 OX0117.geopotential number by the normal gravity value computed on the
 OX0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0117.degrees latitude (g = 980.6199 gals.).
 OX0117
 OX0117.The modeled gravity was interpolated from observed gravity values.
 OX0117
 OX0117;                    North         East    Units  Estimated Accuracy
 OX0117;SPC WY W     -   400,440.      736,700.      MT  (+/- 180 meters Scaled)
 OX0117
 OX0117                          SUPERSEDED SURVEY CONTROL
 OX0117
 OX0117  NGVD 29 (??/??/92) 1790.30   (m)         5873.7    (f) COMPUTED    2 0
 OX0117
 OX0117.Superseded values are not recommended for survey control.
 OX0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0117.See file dsdata.txt to determine how the superseded data were derived.
 OX0117
 OX0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN111833(NAD 83)
 OX0117_MARKER: DB = BENCH MARK DISK
 OX0117_SETTING: 66 = SET IN ROCK OUTCROP
 OX0117_SP_SET: ROCK BLUFF
 OX0117_STAMPING: S 77 1948
 OX0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0117+STABILITY: POSITION/ELEVATION WELL
 OX0117
 OX0117  HISTORY     - Date     Condition        Report By
 OX0117  HISTORY     - 1948     MONUMENTED       CGS
 OX0117  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0117
 OX0117                          STATION DESCRIPTION
 OX0117
 OX0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0117'9.5 MI NE FROM ALPINE.
 OX0117'ABOUT 9.5 MILES NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST
 OX0117'OFFICE AT ALPINE, AT A PROMINENT ROCK BLUFF, 15.0 FEET NORTHWEST OF
 OX0117'THE CENTER LINE OF THE ROAD, SET VERTICALLY IN THE EAST FACE OF THE
 OX0117'ROCK BLUFF AND ABOUT 3.5 FEET ABOVE THE ROAD.
 OX0117
 OX0117                          STATION RECOVERY (1963)
 OX0117
 OX0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0118 ***********************************************************************
 OX0118  DESIGNATION -  S 77 RESET
 OX0118  PID         -  OX0118
 OX0118  STATE/COUNTY-  WY/LINCOLN
 OX0118  USGS QUAD   -  PINE CREEK (1996)
 OX0118
 OX0118                         *CURRENT SURVEY CONTROL
 OX0118  ___________________________________________________________________
 OX0118* NAD 83(1986)-  43 12 09.     (N)    110 51 44.     (W)     SCALED    
 OX0118* NAVD 88     -      1791.79   (meters)    5878.6    (feet)  RESET     
 OX0118  ___________________________________________________________________
 OX0118  GEOID HEIGHT-         -10.31  (meters)                     GEOID03
 OX0118
 OX0118  VERT ORDER  -  THIRD
 OX0118
 OX0118.The horizontal coordinates were scaled from a topographic map and have
 OX0118.an estimated accuracy of +/- 6 seconds.
 OX0118
 OX0118.The orthometric height was computed from unverified reset data.
 OX0118.No vertical observational check was made to the station.
 OX0118
 OX0118.The geoid height was determined by GEOID03.
 OX0118
 OX0118;                    North         East    Units  Estimated Accuracy
 OX0118;SPC WY W     -   400,440.      736,700.      MT  (+/- 180 meters Scaled)
 OX0118
 OX0118                          SUPERSEDED SURVEY CONTROL
 OX0118
 OX0118  NGVD 29 (??/??/??) 1790.52   (m)         5874.4    (f) RESET       3  
 OX0118
 OX0118.Superseded values are not recommended for survey control.
 OX0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0118.See file dsdata.txt to determine how the superseded data were derived.
 OX0118
 OX0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN111833(NAD 83)
 OX0118_MARKER: DD = SURVEY DISK
 OX0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0118_STAMPING: S 77 RESET 1958
 OX0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0118+STABILITY: SURFACE MOTION
 OX0118
 OX0118  HISTORY     - Date     Condition        Report By
 OX0118  HISTORY     - 1958     MONUMENTED       BPR
 OX0118  HISTORY     - 1970     GOOD             NGS
 OX0118
 OX0118                          STATION DESCRIPTION
 OX0118
 OX0118'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1958
 OX0118'9.5 MI NE FROM ALPINE.
 OX0118'LOCATED APPROXIMATELY 250 FEET WEST OF OLD BENCH MARK S 77 1948 ON
 OX0118'RIVER SIDE OF HIGHWAY, 60 FEET RIGHT OF STA., 518 + 00, 4 X 4 INCH
 OX0118'WOOD WITNESS POST PLACED 2 FEET WEST OF BENCH MARK.  DISK IS SET IN
 OX0118'CONCRETE.  FOLLOWED BY DESCRIPTION OF S 77 1948-- 9.5 MILES NORTHEAST
 OX0118'ALONG THE GRAND CANYON ROAD FROM THE POST OFFICE AT ALPINE, AT A
 OX0118'PROMINENT ROCK BLUFF, 15 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 OX0118'AND SET VERTICALLY IN THE EAST FACE OF THE ROCK BLUFF.  NOTE-- 1965
 OX0118'DESCRIPTION-- 8.9 MILES NE ALONG HWY. NO. 89 FROM ALPINE JUNCTION. 0.9
 OX0118'MILE NE OF BM R 77.  ON A SMALL TOP BETWEEN HWY. AND SNAKE RIVER JUST
 OX0118'BEFORE HWY. ENTERS A ROCK CUT.  60 FT. SE OF CL OF HWY. AND 28 FT. N
 OX0118'OF A SMALL LONE PINE TREE, 2 FT. NE OF A WITNESS POST, SET IN THE TOP
 OX0118'OF A CONCRETE POST PROJECTING 0.3 FT.
 OX0118
 OX0118                          STATION RECOVERY (1970)
 OX0118
 OX0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OX0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0657 ***********************************************************************
 MO0657  DESIGNATION -  S 78
 MO0657  PID         -  MO0657
 MO0657  STATE/COUNTY-  WY/ALBANY
 MO0657  USGS QUAD   -  JOHNSON RANCH (1978)
 MO0657
 MO0657                         *CURRENT SURVEY CONTROL
 MO0657  ___________________________________________________________________
 MO0657* NAD 83(1986)-  41 06 33.     (N)    105 38 35.     (W)     SCALED    
 MO0657* NAVD 88     -      2301.126  (meters)    7549.61   (feet)  ADJUSTED  
 MO0657  ___________________________________________________________________
 MO0657  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 MO0657  DYNAMIC HT  -        2299.054 (meters)    7542.81  (feet)  COMP
 MO0657  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 MO0657
 MO0657  VERT ORDER  -  SECOND    CLASS 0
 MO0657
 MO0657.The horizontal coordinates were scaled from a topographic map and have
 MO0657.an estimated accuracy of +/- 6 seconds.
 MO0657
 MO0657.The orthometric height was determined by differential leveling
 MO0657.and adjusted by the National Geodetic Survey in June 1991..
 MO0657
 MO0657.The geoid height was determined by GEOID03.
 MO0657
 MO0657.The dynamic height is computed by dividing the NAVD 88
 MO0657.geopotential number by the normal gravity value computed on the
 MO0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0657.degrees latitude (g = 980.6199 gals.).
 MO0657
 MO0657.The modeled gravity was interpolated from observed gravity values.
 MO0657
 MO0657;                    North         East    Units  Estimated Accuracy
 MO0657;SPC WY E     -    67,750.      159,990.      MT  (+/- 180 meters Scaled)
 MO0657
 MO0657                          SUPERSEDED SURVEY CONTROL
 MO0657
 MO0657  NGVD 29 (??/??/92) 2300.008  (m)         7545.94   (f) ADJ UNCH    2 0
 MO0657
 MO0657.Superseded values are not recommended for survey control.
 MO0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0657.See file dsdata.txt to determine how the superseded data were derived.
 MO0657
 MO0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF460510(NAD 83)
 MO0657_MARKER: DB = BENCH MARK DISK
 MO0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0657_STAMPING: S 78 1951
 MO0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0657+STABILITY: SURFACE MOTION
 MO0657
 MO0657  HISTORY     - Date     Condition        Report By
 MO0657  HISTORY     - 1951     MONUMENTED       CGS
 MO0657
 MO0657                          STATION DESCRIPTION
 MO0657
 MO0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0657'8 MI W FROM TIE SIDING.
 MO0657'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0657'TIE SIDING, THENCE 7.0 MILES WEST ALONG A WINDING GRAVELED ROAD,
 MO0657'35 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.5 FEET NORTH OF A
 MO0657'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MO0657'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0107 ***********************************************************************
 MP0107  DESIGNATION -  S 79
 MP0107  PID         -  MP0107
 MP0107  STATE/COUNTY-  WY/ALBANY
 MP0107  USGS QUAD   -  WOODS LANDING (1992)
 MP0107
 MP0107                         *CURRENT SURVEY CONTROL
 MP0107  ___________________________________________________________________
 MP0107* NAD 83(1986)-  41 04 55.     (N)    106 00 35.     (W)     SCALED    
 MP0107* NAVD 88     -      2316.311  (meters)    7599.43   (feet)  ADJUSTED  
 MP0107  ___________________________________________________________________
 MP0107  GEOID HEIGHT-         -10.91  (meters)                     GEOID03
 MP0107  DYNAMIC HT  -        2314.089 (meters)    7592.14  (feet)  COMP
 MP0107  MODELED GRAV-     979,580.8   (mgal)                       NAVD 88
 MP0107
 MP0107  VERT ORDER  -  SECOND    CLASS 0
 MP0107
 MP0107.The horizontal coordinates were scaled from a topographic map and have
 MP0107.an estimated accuracy of +/- 6 seconds.
 MP0107
 MP0107.The orthometric height was determined by differential leveling
 MP0107.and adjusted by the National Geodetic Survey in June 1991..
 MP0107
 MP0107.The geoid height was determined by GEOID03.
 MP0107
 MP0107.The dynamic height is computed by dividing the NAVD 88
 MP0107.geopotential number by the normal gravity value computed on the
 MP0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0107.degrees latitude (g = 980.6199 gals.).
 MP0107
 MP0107.The modeled gravity was interpolated from observed gravity values.
 MP0107
 MP0107;                    North         East    Units  Estimated Accuracy
 MP0107;SPC WY E     -    64,960.      129,160.      MT  (+/- 180 meters Scaled)
 MP0107
 MP0107                          SUPERSEDED SURVEY CONTROL
 MP0107
 MP0107  NGVD 29 (??/??/92) 2315.059  (m)         7595.32   (f) ADJ UNCH    2 0
 MP0107
 MP0107.Superseded values are not recommended for survey control.
 MP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0107.See file dsdata.txt to determine how the superseded data were derived.
 MP0107
 MP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF151483(NAD 83)
 MP0107_MARKER: DB = BENCH MARK DISK
 MP0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0107_SP_SET: CULVERT
 MP0107_STAMPING: S 79 1951
 MP0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0107
 MP0107  HISTORY     - Date     Condition        Report By
 MP0107  HISTORY     - 1951     MONUMENTED       CGS
 MP0107
 MP0107                          STATION DESCRIPTION
 MP0107
 MP0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MP0107'2.1 MI S FROM WOODS LANDING.
 MP0107'2.1 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 MP0107'BRIDGE AT WOODS LANDING, 23 FEET EAST OF THE CENTER LINE OF A NORTH
 MP0107'AND SOUTH ROAD, 25 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD
 MP0107'LEADING EAST, SET IN THE TOP OF THE EAST HEADWALL OF A 4X8 FOOT
 MP0107'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0124 ***********************************************************************
 MO0124  DESIGNATION -  S 80
 MO0124  PID         -  MO0124
 MO0124  STATE/COUNTY-  WY/LARAMIE
 MO0124  USGS QUAD   -  ARCOLA (1991)
 MO0124
 MO0124                         *CURRENT SURVEY CONTROL
 MO0124  ___________________________________________________________________
 MO0124* NAD 83(1986)-  41 03 32.     (N)    104 22 32.     (W)     SCALED    
 MO0124* NAVD 88     -      1662.938  (meters)    5455.82   (feet)  ADJUSTED  
 MO0124  ___________________________________________________________________
 MO0124  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 MO0124  DYNAMIC HT  -        1661.564 (meters)    5451.31  (feet)  COMP
 MO0124  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 MO0124
 MO0124  VERT ORDER  -  SECOND    CLASS 0
 MO0124
 MO0124.The horizontal coordinates were scaled from a topographic map and have
 MO0124.an estimated accuracy of +/- 6 seconds.
 MO0124
 MO0124.The orthometric height was determined by differential leveling
 MO0124.and adjusted by the National Geodetic Survey in June 1991..
 MO0124
 MO0124.The geoid height was determined by GEOID03.
 MO0124
 MO0124.The dynamic height is computed by dividing the NAVD 88
 MO0124.geopotential number by the normal gravity value computed on the
 MO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0124.degrees latitude (g = 980.6199 gals.).
 MO0124
 MO0124.The modeled gravity was interpolated from observed gravity values.
 MO0124
 MO0124;                    North         East    Units  Estimated Accuracy
 MO0124;SPC WY E     -    62,360.      266,500.      MT  (+/- 180 meters Scaled)
 MO0124
 MO0124                          SUPERSEDED SURVEY CONTROL
 MO0124
 MO0124  NGVD 29 (??/??/92) 1662.036  (m)         5452.86   (f) ADJ UNCH    2 0
 MO0124
 MO0124.Superseded values are not recommended for survey control.
 MO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0124.See file dsdata.txt to determine how the superseded data were derived.
 MO0124
 MO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF524454(NAD 83)
 MO0124_MARKER: DB = BENCH MARK DISK
 MO0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0124_STAMPING: S 80 1952
 MO0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0124+STABILITY: SURFACE MOTION
 MO0124
 MO0124  HISTORY     - Date     Condition        Report By
 MO0124  HISTORY     - 1952     MONUMENTED       CGS
 MO0124
 MO0124                          STATION DESCRIPTION
 MO0124
 MO0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0124'1.2 MI NW FROM CARPENTER.
 MO0124'1.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 MO0124'RAILROAD FROM THE STATION AT CARPENTER, 49.7 FEET NORTHEAST OF
 MO0124'THE NORTHEAST RAIL, 2.3 FEET NORTHEAST OF A FENCE, 23 FEET WEST
 MO0124'OF A FENCE LEADING NORTH, 2.1 FEET SOUTHEAST OF A WITNESS POST,
 MO0124'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 MO0124'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0100 ***********************************************************************
 PX0100  DESIGNATION -  S 83
 PX0100  PID         -  PX0100
 PX0100  STATE/COUNTY-  WY/PARK
 PX0100  USGS QUAD   -  ELK BUTTE (1985)
 PX0100
 PX0100                         *CURRENT SURVEY CONTROL
 PX0100  ___________________________________________________________________
 PX0100* NAD 83(1986)-  44 19 18.     (N)    108 54 00.     (W)     SCALED    
 PX0100* NAVD 88     -      1731.139  (meters)    5679.58   (feet)  ADJUSTED  
 PX0100  ___________________________________________________________________
 PX0100  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 PX0100  DYNAMIC HT  -        1730.182 (meters)    5676.44  (feet)  COMP
 PX0100  MODELED GRAV-     980,004.0   (mgal)                       NAVD 88
 PX0100
 PX0100  VERT ORDER  -  SECOND    CLASS 0
 PX0100
 PX0100.The horizontal coordinates were scaled from a topographic map and have
 PX0100.an estimated accuracy of +/- 6 seconds.
 PX0100
 PX0100.The orthometric height was determined by differential leveling
 PX0100.and adjusted by the National Geodetic Survey in June 1991..
 PX0100
 PX0100.The geoid height was determined by GEOID03.
 PX0100
 PX0100.The dynamic height is computed by dividing the NAVD 88
 PX0100.geopotential number by the normal gravity value computed on the
 PX0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0100.degrees latitude (g = 980.6199 gals.).
 PX0100
 PX0100.The modeled gravity was interpolated from observed gravity values.
 PX0100
 PX0100;                    North         East    Units  Estimated Accuracy
 PX0100;SPC WYWC     -   424,500.      588,040.      MT  (+/- 180 meters Scaled)
 PX0100
 PX0100                          SUPERSEDED SURVEY CONTROL
 PX0100
 PX0100  NGVD 29 (??/??/92) 1730.033  (m)         5675.95   (f) ADJ UNCH    2 0
 PX0100
 PX0100.Superseded values are not recommended for survey control.
 PX0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0100.See file dsdata.txt to determine how the superseded data were derived.
 PX0100
 PX0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ674097(NAD 83)
 PX0100_MARKER: DB = BENCH MARK DISK
 PX0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0100_STAMPING: S 83 1934
 PX0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0100+STABILITY: SURFACE MOTION
 PX0100
 PX0100  HISTORY     - Date     Condition        Report By
 PX0100  HISTORY     - 1934     MONUMENTED       CGS
 PX0100  HISTORY     - 1941     GOOD             NGS
 PX0100
 PX0100                          STATION DESCRIPTION
 PX0100
 PX0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0100'2.4 MI SE FROM CODY.
 PX0100'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0100'AT CODY, PARK COUNTY, THENCE ABOUT 13.8 MILES SOUTHEAST ALONG STATE
 PX0100'HIGHWAY 20.  ABOUT 102 FEET NORTHWEST OF THE NORTH END OF A STEEL
 PX0100'CULVERT, 75 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 PX0100'NORTH OF A ROW OF POLES, AND 35 FEET NORTHEAST OF A POLE.  A STANDARD
 PX0100'DISK, STAMPED S 83 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PX0100
 PX0100                          STATION RECOVERY (1941)
 PX0100
 PX0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 PX0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0181 ***********************************************************************
 PX0181  DESIGNATION -  S 84
 PX0181  PID         -  PX0181
 PX0181  STATE/COUNTY-  WY/PARK
 PX0181  USGS QUAD   -  CLARK (1987)
 PX0181
 PX0181                         *CURRENT SURVEY CONTROL
 PX0181  ___________________________________________________________________
 PX0181* NAD 83(1993)-  44 52 42.93862(N)    109 10 45.37399(W)     ADJUSTED  
 PX0181* NAVD 88     -      1306.604  (meters)    4286.75   (feet)  ADJUSTED  
 PX0181  ___________________________________________________________________
 PX0181  LAPLACE CORR-         -20.88  (seconds)                    DEFLEC99
 PX0181  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 PX0181  DYNAMIC HT  -        1306.027 (meters)    4284.86  (feet)  COMP
 PX0181  MODELED GRAV-     980,131.3   (mgal)                       NAVD 88
 PX0181
 PX0181  HORZ ORDER  -  THIRD
 PX0181  VERT ORDER  -  SECOND    CLASS 0
 PX0181
 PX0181.The horizontal coordinates were established by classical geodetic methods
 PX0181.and adjusted by the National Geodetic Survey in January 1997..
 PX0181
 PX0181.The orthometric height was determined by differential leveling
 PX0181.and adjusted by the National Geodetic Survey in June 1991..
 PX0181
 PX0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0181
 PX0181.The geoid height was determined by GEOID03.
 PX0181
 PX0181.The dynamic height is computed by dividing the NAVD 88
 PX0181.geopotential number by the normal gravity value computed on the
 PX0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0181.degrees latitude (g = 980.6199 gals.).
 PX0181
 PX0181.The modeled gravity was interpolated from observed gravity values.
 PX0181
 PX0181;                    North         East     Units Scale Factor Converg.
 PX0181;SPC WYWC     -   486,462.962   566,084.092   MT  0.99995164   -0 18 10.4
 PX0181;UTM  12      - 4,971,076.387   643,804.195   MT  0.99985429   +1 17 05.8
 PX0181
 PX0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0181!SPC WYWC     -   0.99979703  x   0.99995164  =   0.99974868
 PX0181!UTM  12      -   0.99979703  x   0.99985429  =   0.99965135
 PX0181
 PX0181:                Primary Azimuth Mark                     Grid Az
 PX0181:SPC WYWC     -  CHAPMAN                                  148 49 23.6
 PX0181:UTM  12      -  CHAPMAN                                  147 14 07.4
 PX0181
 PX0181|---------------------------------------------------------------------|
 PX0181| PID    Reference Object                     Distance      Geod. Az  |
 PX0181|                                                           dddmmss.s |
 PX0181| PX0480 CHAPMAN                             APPROX. 6.5 KM 1483113.2 |
 PX0181|---------------------------------------------------------------------|
 PX0181
 PX0181                          SUPERSEDED SURVEY CONTROL
 PX0181
 PX0181  NAD 83(1986)-  44 52 42.92313(N)    109 10 45.34668(W) AD(       ) 3
 PX0181  NGVD 29 (??/??/92) 1305.558  (m)         4283.32   (f) ADJ UNCH    2 0
 PX0181
 PX0181.Superseded values are not recommended for survey control.
 PX0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0181.See file dsdata.txt to determine how the superseded data were derived.
 PX0181
 PX0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4380471076(NAD 83)
 PX0181_MARKER: DB = BENCH MARK DISK
 PX0181_SETTING: 80 = SET IN A BOULDER
 PX0181_STAMPING: S 84 1934
 PX0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0181+STABILITY: SURFACE MOTION
 PX0181
 PX0181  HISTORY     - Date     Condition        Report By
 PX0181  HISTORY     - 1934     MONUMENTED       CGS
 PX0181  HISTORY     - 1947     GOOD             USGS
 PX0181  HISTORY     - 1983     GOOD             USGS
 PX0181
 PX0181                          STATION DESCRIPTION
 PX0181
 PX0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0181'30 MI NW FROM CODY.
 PX0181'30 MILES NORTHWEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE POST
 PX0181'OFFICE AT CODY, PARK COUNTY, ON THE SUMMIT OF A HILL, 72 FEET
 PX0181'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A LARGE
 PX0181'GRANITE BOULDER, AND ABOUT 2-1/2 FEET HIGHER THAN THE ROAD.  A
 PX0181'STANDARD DISK, STAMPED S 84 1934.
 PX0181
 PX0181                          STATION RECOVERY (1947)
 PX0181
 PX0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 PX0181'LOCATED IN THE NE. CORNER OF SEC. 33, T.57 N., R.102 W., ABOUT 30
 PX0181'MI. NW. FROM THE POST OFFICE AT CODY, WYOMING ALONG THE DIRT RD.
 PX0181'LEADING TO THE SUMMIT OF A SMALL RISE ABOUT 150 FT. S. OF A
 PX0181'DRY DRAIN, 72 FT. NW. OF THE OLD RD. ABOUT 180 FT. SW. OF WHERE THE
 PX0181'OLD RD. CROSSES THE NEW RD. ABOUT 170 FT. FROM THE CENTER LINE OF
 PX0181'NEW RD. DUE W. OF WHERE IT BREAKS OVER THE HILL GOING IN TO THE DRAIN,
 PX0181'IN THE TOP OF A LARGE GRANITE BOULDER, A STANDARD DISK STAMPED
 PX0181'---S-84 1934---.
 PX0181'
 PX0181'STATION MARK - A STANDARD TABLET STAMPED---S-84 1934---, CEMENTED IN
 PX0181'THE TOP OF A LARGE EMBEDDED GRANITE BOULDER.
 PX0181'
 PX0181'REFERENCE MARKS - NONE.
 PX0181
 PX0181                          STATION RECOVERY (1983)
 PX0181
 PX0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0181'CODY, 29 MILES NORTH FROM JCT. U.S. HWY. 14 A AND STATE HWY. 120,
 PX0181'ALONG STATE HWY. 120 , THENCE 3.7 MILES WEST ALONG STATE HWY. 292,
 PX0181'THENCE 1.9 MILE SOUTH ALONG GRAVEL ROAD, ALONG EAST EDGE SEC. 33, T
 PX0181'57 N, R 102 W, ON CREST OF HILL ON SOUTH SIDE OF DRAIN, 217 FEET WEST
 PX0181'OF ROAD ALONG EDGE OF HILL, 92 FEET WEST OF OLD ROAD BED, 5 FT.
 PX0181'HIGHER THAN ROAD, ON TOP OF LARGE GRANITE BOULDER, STANDARD DISK
 PX0181'STAMPED 'S 84 1934'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0028 ***********************************************************************
 PX0028  DESIGNATION -  S 85
 PX0028  PID         -  PX0028
 PX0028  STATE/COUNTY-  WY/BIG HORN
 PX0028  USGS QUAD   -  EMBLEM (1967)
 PX0028
 PX0028                         *CURRENT SURVEY CONTROL
 PX0028  ___________________________________________________________________
 PX0028* NAD 83(1986)-  44 30 21.     (N)    108 24 41.     (W)     SCALED    
 PX0028* NAVD 88     -      1364.869  (meters)    4477.91   (feet)  ADJUSTED  
 PX0028  ___________________________________________________________________
 PX0028  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 PX0028  DYNAMIC HT  -        1364.239 (meters)    4475.84  (feet)  COMP
 PX0028  MODELED GRAV-     980,109.8   (mgal)                       NAVD 88
 PX0028
 PX0028  VERT ORDER  -  SECOND    CLASS 0
 PX0028
 PX0028.The horizontal coordinates were scaled from a topographic map and have
 PX0028.an estimated accuracy of +/- 6 seconds.
 PX0028
 PX0028.The orthometric height was determined by differential leveling
 PX0028.and adjusted by the National Geodetic Survey in June 1991..
 PX0028
 PX0028.The geoid height was determined by GEOID03.
 PX0028
 PX0028.The dynamic height is computed by dividing the NAVD 88
 PX0028.geopotential number by the normal gravity value computed on the
 PX0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0028.degrees latitude (g = 980.6199 gals.).
 PX0028
 PX0028.The modeled gravity was interpolated from observed gravity values.
 PX0028
 PX0028;                    North         East    Units  Estimated Accuracy
 PX0028;SPC WYEC     -   545,520.      314,280.      MT  (+/- 180 meters Scaled)
 PX0028
 PX0028                          SUPERSEDED SURVEY CONTROL
 PX0028
 PX0028  NGVD 29 (??/??/92) 1363.936  (m)         4474.85   (f) ADJ UNCH    2 0
 PX0028
 PX0028.Superseded values are not recommended for survey control.
 PX0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0028.See file dsdata.txt to determine how the superseded data were derived.
 PX0028
 PX0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ057313(NAD 83)
 PX0028_MARKER: DB = BENCH MARK DISK
 PX0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0028_STAMPING: S 85 1934
 PX0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0028+STABILITY: SURFACE MOTION
 PX0028
 PX0028  HISTORY     - Date     Condition        Report By
 PX0028  HISTORY     - 1934     MONUMENTED       CGS
 PX0028  HISTORY     - 1947     GOOD             NGS
 PX0028
 PX0028                          STATION DESCRIPTION
 PX0028
 PX0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0028'34.5 MI E FROM CODY.
 PX0028'IN BIG HORN COUNTY, ABOUT 34.5 MILES EAST ALONG U.S. HIGHWAY 20 FROM
 PX0028'THE POST OFFICE AT CODY, PARK COUNTY, ABOUT 18.6 MILES WEST OF
 PX0028'GREYBULL, BIG HORN COUNTY, ABOUT 0.5 MILE WEST OF A SERVICE STATION,
 PX0028'65.0 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A T-ROAD,
 PX0028'37.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 4.5 FEET SOUTH
 PX0028'OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED S 85 1934 AND SET
 PX0028'IN THE TOP OF A CONCRETE POST.
 PX0028
 PX0028                          STATION RECOVERY (1947)
 PX0028
 PX0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 PX0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0368 ***********************************************************************
 MO0368  DESIGNATION -  S 87
 MO0368  PID         -  MO0368
 MO0368  STATE/COUNTY-  WY/PLATTE
 MO0368  USGS QUAD   -  NATWICK (1981)
 MO0368
 MO0368                         *CURRENT SURVEY CONTROL
 MO0368  ___________________________________________________________________
 MO0368* NAD 83(1986)-  41 55 06.     (N)    105 06 49.     (W)     SCALED    
 MO0368* NAVD 88     -      1542.836  (meters)    5061.79   (feet)  ADJUSTED  
 MO0368  ___________________________________________________________________
 MO0368  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 MO0368  DYNAMIC HT  -        1541.805 (meters)    5058.41  (feet)  COMP
 MO0368  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 MO0368
 MO0368  VERT ORDER  -  SECOND    CLASS 0
 MO0368
 MO0368.The horizontal coordinates were scaled from a topographic map and have
 MO0368.an estimated accuracy of +/- 6 seconds.
 MO0368
 MO0368.The orthometric height was determined by differential leveling
 MO0368.and adjusted by the National Geodetic Survey in June 1991..
 MO0368
 MO0368.The geoid height was determined by GEOID03.
 MO0368
 MO0368.The dynamic height is computed by dividing the NAVD 88
 MO0368.geopotential number by the normal gravity value computed on the
 MO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0368.degrees latitude (g = 980.6199 gals.).
 MO0368
 MO0368.The modeled gravity was interpolated from observed gravity values.
 MO0368
 MO0368;                    North         East    Units  Estimated Accuracy
 MO0368;SPC WY E     -   157,510.      204,400.      MT  (+/- 180 meters Scaled)
 MO0368
 MO0368                          SUPERSEDED SURVEY CONTROL
 MO0368
 MO0368  NGVD 29 (??/??/92) 1542.034  (m)         5059.16   (f) ADJ UNCH    2 0
 MO0368
 MO0368.Superseded values are not recommended for survey control.
 MO0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0368.See file dsdata.txt to determine how the superseded data were derived.
 MO0368
 MO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG905407(NAD 83)
 MO0368_MARKER: DB = BENCH MARK DISK
 MO0368_SETTING: 80 = SET IN A BOULDER
 MO0368_SP_SET: SMALL BOULDER
 MO0368_STAMPING: S 87 1934
 MO0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0368+STABILITY: SURFACE MOTION
 MO0368
 MO0368  HISTORY     - Date     Condition        Report By
 MO0368  HISTORY     - 1934     MONUMENTED       CGS
 MO0368  HISTORY     - 1966     GOOD             NGS
 MO0368
 MO0368                          STATION DESCRIPTION
 MO0368
 MO0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0368'16.4 MI SW FROM WHEATLAND.
 MO0368'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0368'WHEATLAND, THENCE 9.7 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0368'0.3 MILE SOUTHWEST OF THE JUNCTION OF TELEPHONE LINES AND A GATE,
 MO0368'IN THE TOP OF A SMALL BOULDER PROJECTING ABOUT 1/2 FOOT, AT THE
 MO0368'SOUTHEAST SIDE OF A SMALL CARIN, 169 FEET SOUTHEAST OF THE CENTER
 MO0368'LINE OF THE HIGHWAY, 120 FEET SOUTHEAST OF A TELEPHONE POLE, 119
 MO0368'FEET SOUTHEAST OF A FENCE, 119.2 FEET SOUTHEAST OF A WITNESS POST,
 MO0368'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0688 ***********************************************************************
 MO0688  DESIGNATION -  S 88
 MO0688  PID         -  MO0688
 MO0688  STATE/COUNTY-  WY/ALBANY
 MO0688  USGS QUAD   -  BOSLER (1981)
 MO0688
 MO0688                         *CURRENT SURVEY CONTROL
 MO0688  ___________________________________________________________________
 MO0688* NAD 83(1986)-  41 32 57.     (N)    105 40 46.     (W)     SCALED    
 MO0688* NAVD 88     -      2145.758  (meters)    7039.87   (feet)  ADJUSTED  
 MO0688  ___________________________________________________________________
 MO0688  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 MO0688  DYNAMIC HT  -        2143.952 (meters)    7033.95  (feet)  COMP
 MO0688  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 MO0688
 MO0688  VERT ORDER  -  FIRST     CLASS II
 MO0688
 MO0688.The horizontal coordinates were scaled from a topographic map and have
 MO0688.an estimated accuracy of +/- 6 seconds.
 MO0688
 MO0688.The orthometric height was determined by differential leveling
 MO0688.and adjusted by the National Geodetic Survey in June 1991..
 MO0688
 MO0688.The geoid height was determined by GEOID03.
 MO0688
 MO0688.The dynamic height is computed by dividing the NAVD 88
 MO0688.geopotential number by the normal gravity value computed on the
 MO0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0688.degrees latitude (g = 980.6199 gals.).
 MO0688
 MO0688.The modeled gravity was interpolated from observed gravity values.
 MO0688
 MO0688;                    North         East    Units  Estimated Accuracy
 MO0688;SPC WY E     -   116,630.      157,220.      MT  (+/- 180 meters Scaled)
 MO0688
 MO0688                          SUPERSEDED SURVEY CONTROL
 MO0688
 MO0688  NGVD 29 (06/08/92) 2144.713  (m)         7036.45   (f) ADJUSTED    1 2
 MO0688
 MO0688.Superseded values are not recommended for survey control.
 MO0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0688.See file dsdata.txt to determine how the superseded data were derived.
 MO0688
 MO0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF433999(NAD 83)
 MO0688_MARKER: DB = BENCH MARK DISK
 MO0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0688_STAMPING: S 88 1934
 MO0688_MARK LOGO: CGS   
 MO0688_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0688+STABILITY: SURFACE MOTION
 MO0688
 MO0688  HISTORY     - Date     Condition        Report By
 MO0688  HISTORY     - 1934     MONUMENTED       CGS
 MO0688  HISTORY     - 1966     GOOD             NGS
 MO0688  HISTORY     - 1983     GOOD             NGS
 MO0688  HISTORY     - 19990823 GOOD             WYDT
 MO0688
 MO0688                          STATION DESCRIPTION
 MO0688
 MO0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0688'2.2 MI S FROM BOSLER.
 MO0688'2.15 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BOSLER,
 MO0688'0.2 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY 34, 104 FEET
 MO0688'EAST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET NORTH OF A
 MO0688'TELEPHONE POLE, 44.3 FEET WEST OF A FENCE, 1.6 FEET EAST OF A
 MO0688'WITNESS POST, ABOUT 5 FEET LOWER THAN THE HIGHWAY, AND SET IN
 MO0688'THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 MO0688
 MO0688                          STATION RECOVERY (1983)
 MO0688
 MO0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0688'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.5 KM
 MO0688'(17.1 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0688'STATION IN LARAMIE.
 MO0688
 MO0688                          STATION RECOVERY (1999)
 MO0688
 MO0688'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0688'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER,
 MO0688'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0182 ***********************************************************************
 MO0182  DESIGNATION -  S 89
 MO0182  PID         -  MO0182
 MO0182  STATE/COUNTY-  WY/LARAMIE
 MO0182  USGS QUAD   -  POLE CREEK RANCH (1991)
 MO0182
 MO0182                         *CURRENT SURVEY CONTROL
 MO0182  ___________________________________________________________________
 MO0182* NAD 83(1986)-  41 17 07.     (N)    104 44 51.     (W)     SCALED    
 MO0182* NAVD 88     -      1840.663  (meters)    6038.91   (feet)  ADJUSTED  
 MO0182  ___________________________________________________________________
 MO0182  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 MO0182  DYNAMIC HT  -        1839.095 (meters)    6033.76  (feet)  COMP
 MO0182  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 MO0182
 MO0182  VERT ORDER  -  SECOND    CLASS 0
 MO0182
 MO0182.The horizontal coordinates were scaled from a topographic map and have
 MO0182.an estimated accuracy of +/- 6 seconds.
 MO0182
 MO0182.The orthometric height was determined by differential leveling
 MO0182.and adjusted by the National Geodetic Survey in June 1991..
 MO0182
 MO0182.The geoid height was determined by GEOID03.
 MO0182
 MO0182.The dynamic height is computed by dividing the NAVD 88
 MO0182.geopotential number by the normal gravity value computed on the
 MO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0182.degrees latitude (g = 980.6199 gals.).
 MO0182
 MO0182.The modeled gravity was interpolated from observed gravity values.
 MO0182
 MO0182;                    North         East    Units  Estimated Accuracy
 MO0182;SPC WY E     -    87,290.      235,110.      MT  (+/- 180 meters Scaled)
 MO0182
 MO0182                          SUPERSEDED SURVEY CONTROL
 MO0182
 MO0182  NGVD 29 (??/??/92) 1839.674  (m)         6035.66   (f) ADJ UNCH    2 0
 MO0182
 MO0182.Superseded values are not recommended for survey control.
 MO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0182.See file dsdata.txt to determine how the superseded data were derived.
 MO0182
 MO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF211704(NAD 83)
 MO0182_MARKER: DB = BENCH MARK DISK
 MO0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0182_STAMPING: S 89 1934
 MO0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0182+STABILITY: SURFACE MOTION
 MO0182
 MO0182  HISTORY     - Date     Condition        Report By
 MO0182  HISTORY     - 1934     MONUMENTED       CGS
 MO0182  HISTORY     - 1959     MARK NOT FOUND   NGS
 MO0182
 MO0182                          STATION DESCRIPTION
 MO0182
 MO0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0182'12.4 MI NE FROM CHEYENNE.
 MO0182'12.4 MILES NORTHEAST ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE
 MO0182'AT CHEYENNE, 37.4 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 MO0182'AND 2.4 FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED
 MO0182'S 89 1934 AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 MO0182'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0102 ***********************************************************************
 MO0102  DESIGNATION -  S 90
 MO0102  PID         -  MO0102
 MO0102  STATE/COUNTY-  WY/LARAMIE
 MO0102  USGS QUAD   -  BURNS (1991)
 MO0102
 MO0102                         *CURRENT SURVEY CONTROL
 MO0102  ___________________________________________________________________
 MO0102* NAD 83(1986)-  41 11 53.     (N)    104 22 10.     (W)     SCALED    
 MO0102* NAVD 88     -      1669.506  (meters)    5477.37   (feet)  ADJUSTED  
 MO0102  ___________________________________________________________________
 MO0102  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 MO0102  DYNAMIC HT  -        1668.139 (meters)    5472.89  (feet)  COMP
 MO0102  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 MO0102
 MO0102  VERT ORDER  -  SECOND    CLASS 0
 MO0102
 MO0102.The horizontal coordinates were scaled from a topographic map and have
 MO0102.an estimated accuracy of +/- 6 seconds.
 MO0102
 MO0102.The orthometric height was determined by differential leveling
 MO0102.and adjusted by the National Geodetic Survey in June 1991..
 MO0102
 MO0102.The geoid height was determined by GEOID03.
 MO0102
 MO0102.The dynamic height is computed by dividing the NAVD 88
 MO0102.geopotential number by the normal gravity value computed on the
 MO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0102.degrees latitude (g = 980.6199 gals.).
 MO0102
 MO0102.The modeled gravity was interpolated from observed gravity values.
 MO0102
 MO0102;                    North         East    Units  Estimated Accuracy
 MO0102;SPC WY E     -    77,820.      266,870.      MT  (+/- 180 meters Scaled)
 MO0102
 MO0102                          SUPERSEDED SURVEY CONTROL
 MO0102
 MO0102  NGVD 29 (??/??/92) 1668.598  (m)         5474.39   (f) ADJ UNCH    2 0
 MO0102
 MO0102.Superseded values are not recommended for survey control.
 MO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0102.See file dsdata.txt to determine how the superseded data were derived.
 MO0102
 MO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF528609(NAD 83)
 MO0102_MARKER: DB = BENCH MARK DISK
 MO0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0102_STAMPING: S 90 1934
 MO0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0102+STABILITY: SURFACE MOTION
 MO0102
 MO0102  HISTORY     - Date     Condition        Report By
 MO0102  HISTORY     - 1934     MONUMENTED       CGS
 MO0102  HISTORY     - 1938     GOOD             NGS
 MO0102  HISTORY     - 1960     GOOD             LOCSUR
 MO0102
 MO0102                          STATION DESCRIPTION
 MO0102
 MO0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MO0102'0.6 MI W FROM BURNS.
 MO0102'0.6 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0102'STATION AT BURNS, 0.2 MILE EAST OF MILEPOST 484, AT A ROAD
 MO0102'CROSSING, 82 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 MO0102'82.4 FEET EAST OF A TELEPHONE POLE, 94 FEET WEST OF THE CENTERLINE
 MO0102'OF A GRAVELED ROAD LEADING NORTH, 57 FEET NORTH OF THE CENTERLINE
 MO0102'OF A TRACK ROAD, 1 FOOT NORTH OF A WITNESS POST, SET IN THE
 MO0102'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE GROUND.
 MO0102
 MO0102                          STATION RECOVERY (1960)
 MO0102
 MO0102'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 MO0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0125 ***********************************************************************
 MO0125  DESIGNATION -  S 91
 MO0125  PID         -  MO0125
 MO0125  STATE/COUNTY-  WY/LARAMIE
 MO0125  USGS QUAD   -  CARPENTER (1991)
 MO0125
 MO0125                         *CURRENT SURVEY CONTROL
 MO0125  ___________________________________________________________________
 MO0125* NAD 83(1986)-  41 01 19.     (N)    104 21 02.     (W)     SCALED    
 MO0125* NAVD 88     -      1642.646  (meters)    5389.25   (feet)  ADJUSTED  
 MO0125  ___________________________________________________________________
 MO0125  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 MO0125  DYNAMIC HT  -        1641.295 (meters)    5384.82  (feet)  COMP
 MO0125  MODELED GRAV-     979,744.1   (mgal)                       NAVD 88
 MO0125
 MO0125  VERT ORDER  -  SECOND    CLASS 0
 MO0125
 MO0125.The horizontal coordinates were scaled from a topographic map and have
 MO0125.an estimated accuracy of +/- 6 seconds.
 MO0125
 MO0125.The orthometric height was determined by differential leveling
 MO0125.and adjusted by the National Geodetic Survey in June 1991..
 MO0125
 MO0125.The geoid height was determined by GEOID03.
 MO0125
 MO0125.The dynamic height is computed by dividing the NAVD 88
 MO0125.geopotential number by the normal gravity value computed on the
 MO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0125.degrees latitude (g = 980.6199 gals.).
 MO0125
 MO0125.The modeled gravity was interpolated from observed gravity values.
 MO0125
 MO0125;                    North         East    Units  Estimated Accuracy
 MO0125;SPC WY E     -    58,280.      268,640.      MT  (+/- 180 meters Scaled)
 MO0125
 MO0125                          SUPERSEDED SURVEY CONTROL
 MO0125
 MO0125  NGVD 29 (??/??/92) 1641.763  (m)         5386.35   (f) ADJ UNCH    2 0
 MO0125
 MO0125.Superseded values are not recommended for survey control.
 MO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0125.See file dsdata.txt to determine how the superseded data were derived.
 MO0125
 MO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF546413(NAD 83)
 MO0125_MARKER: DB = BENCH MARK DISK
 MO0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0125_STAMPING: S 91 1934
 MO0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0125+STABILITY: SURFACE MOTION
 MO0125
 MO0125  HISTORY     - Date     Condition        Report By
 MO0125  HISTORY     - 1934     MONUMENTED       CGS
 MO0125  HISTORY     - 1963     MARK NOT FOUND   USGS
 MO0125
 MO0125                          STATION DESCRIPTION
 MO0125
 MO0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0125'1.9 MI S FROM CARPENTER.
 MO0125'1.9 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MO0125'FROM THE STATION AT CARPENTER, LARAMIE COUNTY, 0.4 MILE NORTH
 MO0125'OF MILEPOST 308, 48.7 FEET LOWER THAN THE RAIL, 1.4 FEET EAST
 MO0125'OF A FENCE AND ABOUT 5.0 FEET LOWER THAN THE TRACK.  A STANDARD
 MO0125'DISK, STAMPED S 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0125
 MO0125                          STATION RECOVERY (1963)
 MO0125
 MO0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0058 ***********************************************************************
 NQ0058  DESIGNATION -  S 95
 NQ0058  PID         -  NQ0058
 NQ0058  STATE/COUNTY-  WY/GOSHEN
 NQ0058  USGS QUAD   -  HILEMAN DRAW (1977)
 NQ0058
 NQ0058                         *CURRENT SURVEY CONTROL
 NQ0058  ___________________________________________________________________
 NQ0058* NAD 83(1986)-  42 34 02.     (N)    104 22 26.     (W)     SCALED    
 NQ0058* NAVD 88     -      1517.660  (meters)    4979.19   (feet)  ADJUSTED  
 NQ0058  ___________________________________________________________________
 NQ0058  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 NQ0058  DYNAMIC HT  -        1516.772 (meters)    4976.28  (feet)  COMP
 NQ0058  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 NQ0058
 NQ0058  VERT ORDER  -  SECOND    CLASS 0
 NQ0058
 NQ0058.The horizontal coordinates were scaled from a topographic map and have
 NQ0058.an estimated accuracy of +/- 6 seconds.
 NQ0058
 NQ0058.The orthometric height was determined by differential leveling
 NQ0058.and adjusted by the National Geodetic Survey in June 1991..
 NQ0058
 NQ0058.The geoid height was determined by GEOID03.
 NQ0058
 NQ0058.The dynamic height is computed by dividing the NAVD 88
 NQ0058.geopotential number by the normal gravity value computed on the
 NQ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0058.degrees latitude (g = 980.6199 gals.).
 NQ0058
 NQ0058.The modeled gravity was interpolated from observed gravity values.
 NQ0058
 NQ0058;                    North         East    Units  Estimated Accuracy
 NQ0058;SPC WY E     -   229,890.      265,090.      MT  (+/- 180 meters Scaled)
 NQ0058
 NQ0058                          SUPERSEDED SURVEY CONTROL
 NQ0058
 NQ0058  NGVD 29 (??/??/92) 1516.940  (m)         4976.83   (f) ADJ UNCH    2 0
 NQ0058
 NQ0058.Superseded values are not recommended for survey control.
 NQ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0058.See file dsdata.txt to determine how the superseded data were derived.
 NQ0058
 NQ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH513129(NAD 83)
 NQ0058_MARKER: DB = BENCH MARK DISK
 NQ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0058_STAMPING: S 95 1934
 NQ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0058+STABILITY: SURFACE MOTION
 NQ0058
 NQ0058  HISTORY     - Date     Condition        Report By
 NQ0058  HISTORY     - 1934     MONUMENTED       CGS
 NQ0058  HISTORY     - 1941     GOOD             NGS
 NQ0058
 NQ0058                          STATION DESCRIPTION
 NQ0058
 NQ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0058'7.4 MI N FROM JAY EM.
 NQ0058'7.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM JAY EM, GOSHEN COUNTY,
 NQ0058'0.2 MILE SOUTH OF THE CREST OF A LONG HILL, 47.5 FEET SOUTHEAST
 NQ0058'OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET NORTHWEST OF THE
 NQ0058'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 95 1934 AND SET
 NQ0058'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0061 ***********************************************************************
 MO0061  DESIGNATION -  S 96
 MO0061  PID         -  MO0061
 MO0061  STATE/COUNTY-  WY/LARAMIE
 MO0061  USGS QUAD   -  ALBIN (1991)
 MO0061
 MO0061                         *CURRENT SURVEY CONTROL
 MO0061  ___________________________________________________________________
 MO0061* NAD 83(1986)-  41 29 00.     (N)    104 06 19.     (W)     SCALED    
 MO0061* NAVD 88     -      1591.799  (meters)    5222.43   (feet)  ADJUSTED  
 MO0061  ___________________________________________________________________
 MO0061  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 MO0061  DYNAMIC HT  -        1590.577 (meters)    5218.42  (feet)  COMP
 MO0061  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 MO0061
 MO0061  VERT ORDER  -  SECOND    CLASS 0
 MO0061
 MO0061.The horizontal coordinates were scaled from a topographic map and have
 MO0061.an estimated accuracy of +/- 6 seconds.
 MO0061
 MO0061.The orthometric height was determined by differential leveling
 MO0061.and adjusted by the National Geodetic Survey in June 1991..
 MO0061
 MO0061.The geoid height was determined by GEOID03.
 MO0061
 MO0061.The dynamic height is computed by dividing the NAVD 88
 MO0061.geopotential number by the normal gravity value computed on the
 MO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0061.degrees latitude (g = 980.6199 gals.).
 MO0061
 MO0061.The modeled gravity was interpolated from observed gravity values.
 MO0061
 MO0061;                    North         East    Units  Estimated Accuracy
 MO0061;SPC WY E     -   109,740.      288,640.      MT  (+/- 180 meters Scaled)
 MO0061
 MO0061                          SUPERSEDED SURVEY CONTROL
 MO0061
 MO0061  NGVD 29 (??/??/92) 1590.934  (m)         5219.59   (f) ADJ UNCH    2 0
 MO0061
 MO0061.Superseded values are not recommended for survey control.
 MO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0061.See file dsdata.txt to determine how the superseded data were derived.
 MO0061
 MO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF746928(NAD 83)
 MO0061_MARKER: DB = BENCH MARK DISK
 MO0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0061_SP_SET: TUNNEL PORTAL
 MO0061_STAMPING: S 96 1934
 MO0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0061
 MO0061  HISTORY     - Date     Condition        Report By
 MO0061  HISTORY     - 1934     MONUMENTED       CGS
 MO0061
 MO0061                          STATION DESCRIPTION
 MO0061
 MO0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0061'5.4 MI N FROM ALBIN.
 MO0061'5.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0061'AT ALBIN, AT MILEAGE 27.20, AT TUNNEL 11, IN THE NORTH FACE OF
 MO0061'THE WEST SIDE OF THE NORTH PORTAL, 6.5 FEET WEST OF THE WEST
 MO0061'RAIL, 1.0 FOOT EAST OF THE WEST WING WALL, AND 0.2 FOOT HIGHER
 MO0061'THAN THE RAIL.  A STANDARD DISK, STAMPED S 96 1934 AND SET
 MO0061'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0043 ***********************************************************************
 MO0043  DESIGNATION -  S 99
 MO0043  PID         -  MO0043
 MO0043  STATE/COUNTY-  WY/GOSHEN
 MO0043  USGS QUAD   -  HAWK SPRINGS (1990)
 MO0043
 MO0043                         *CURRENT SURVEY CONTROL
 MO0043  ___________________________________________________________________
 MO0043* NAD 83(1986)-  41 49 40.     (N)    104 18 21.     (W)     SCALED    
 MO0043* NAVD 88     -      1324.726  (meters)    4346.21   (feet)  ADJUSTED  
 MO0043  ___________________________________________________________________
 MO0043  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 MO0043  DYNAMIC HT  -        1323.834 (meters)    4343.28  (feet)  COMP
 MO0043  MODELED GRAV-     979,902.9   (mgal)                       NAVD 88
 MO0043
 MO0043  VERT ORDER  -  SECOND    CLASS 0
 MO0043
 MO0043.The horizontal coordinates were scaled from a topographic map and have
 MO0043.an estimated accuracy of +/- 6 seconds.
 MO0043
 MO0043.The orthometric height was determined by differential leveling
 MO0043.and adjusted by the National Geodetic Survey in June 1991..
 MO0043
 MO0043.The geoid height was determined by GEOID03.
 MO0043
 MO0043.The dynamic height is computed by dividing the NAVD 88
 MO0043.geopotential number by the normal gravity value computed on the
 MO0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0043.degrees latitude (g = 980.6199 gals.).
 MO0043
 MO0043.The modeled gravity was interpolated from observed gravity values.
 MO0043
 MO0043;                    North         East    Units  Estimated Accuracy
 MO0043;SPC WY E     -   147,810.      271,510.      MT  (+/- 180 meters Scaled)
 MO0043
 MO0043                          SUPERSEDED SURVEY CONTROL
 MO0043
 MO0043  NGVD 29 (??/??/92) 1323.942  (m)         4343.63   (f) ADJ UNCH    2 0
 MO0043
 MO0043.Superseded values are not recommended for survey control.
 MO0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0043.See file dsdata.txt to determine how the superseded data were derived.
 MO0043
 MO0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG576308(NAD 83)
 MO0043_MARKER: DB = BENCH MARK DISK
 MO0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0043_STAMPING: S 99 1934
 MO0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0043+STABILITY: SURFACE MOTION
 MO0043
 MO0043  HISTORY     - Date     Condition        Report By
 MO0043  HISTORY     - 1934     MONUMENTED       CGS
 MO0043  HISTORY     - 1941     MARK NOT FOUND   NGS
 MO0043
 MO0043                          STATION DESCRIPTION
 MO0043
 MO0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0043'2.5 MI NW FROM HAWK SPRINGS.
 MO0043'3 MILES NORTH AND 2.2 MILES WEST ALONG THE COUNTY ROAD LEADING
 MO0043'TO CHUGWATER FROM HAWK SPRINGS, GOSHEN COUNTY, 0.5 MILE WEST
 MO0043'ALONG THE ROAD LEADING TO YBO HILL FROM THE UNION PACIFIC RAILROAD,
 MO0043'31 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BRIDGE
 MO0043'OVER AN IRRIGATION DITCH, 28 FEET EAST OF THE CENTERLINE OF THE
 MO0043'DITCH, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 MO0043'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED S 99
 MO0043'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY
 MO0043'COVERED BY DIRT WHEN DITCH WAS CLEANED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0380 ***********************************************************************
 OV0380  DESIGNATION -  SAC
 OV0380  PID         -  OV0380
 OV0380  STATE/COUNTY-  WY/JOHNSON
 OV0380  USGS QUAD   -  THE HORN (1984)
 OV0380
 OV0380                         *CURRENT SURVEY CONTROL
 OV0380  ___________________________________________________________________
 OV0380* NAD 83(1993)-  43 55 44.73016(N)    106 50 27.31119(W)     ADJUSTED  
 OV0380* NAVD 88     -      2402.1    (meters)    7881.     (feet)  VERTCON   
 OV0380  ___________________________________________________________________
 OV0380  LAPLACE CORR-         -23.38  (seconds)                    DEFLEC99
 OV0380  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 OV0380  OBS GRAVITY -     979,897.4   (mgal)                       GRAV_OBS
 OV0380
 OV0380  HORZ ORDER  -  THIRD
 OV0380
 OV0380.The horizontal coordinates were established by classical geodetic methods
 OV0380.and adjusted by the National Geodetic Survey in January 1997..
 OV0380
 OV0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0380
 OV0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0380
 OV0380.The geoid height was determined by GEOID03.
 OV0380.The observed gravity was obtained from relative gravimeter ties
 OV0380.to the IGSN71 gravity network.
 OV0380
 OV0380;                    North         East     Units Scale Factor Converg.
 OV0380;SPC WYEC     -   480,988.958   439,539.171   MT  0.99995672   +0 20 29.8
 OV0380;UTM  13      - 4,865,644.519   352,229.236   MT  0.99986857   -1 16 38.6
 OV0380
 OV0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0380!SPC WYEC     -   0.99962523  x   0.99995672  =   0.99958196
 OV0380!UTM  13      -   0.99962523  x   0.99986857  =   0.99949385
 OV0380
 OV0380:                Primary Azimuth Mark                     Grid Az
 OV0380:SPC WYEC     -  ROCK                                     318 07 25.7
 OV0380:UTM  13      -  ROCK                                     319 44 34.1
 OV0380
 OV0380|---------------------------------------------------------------------|
 OV0380| PID    Reference Object                     Distance      Geod. Az  |
 OV0380|                                                           dddmmss.s |
 OV0380| OV0385 ROCK                                APPROX. 6.9 KM 3182755.5 |
 OV0380|---------------------------------------------------------------------|
 OV0380
 OV0380                          SUPERSEDED SURVEY CONTROL
 OV0380
 OV0380  NAD 83(1986)-  43 55 44.71663(N)    106 50 27.29077(W) AD(       ) 3
 OV0380  NAD 27      -  43 55 44.82536(N)    106 50 25.06952(W) AD(       ) 3
 OV0380  NGVD 29 (07/19/86) 2401.2    (m)         7878.     (f) VERT ANG       
 OV0380
 OV0380.Superseded values are not recommended for survey control.
 OV0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0380.See file dsdata.txt to determine how the superseded data were derived.
 OV0380
 OV0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ5222965645(NAD 83)
 OV0380_MARKER: DD = SURVEY DISK
 OV0380_SETTING: 66 = SET IN ROCK OUTCROP
 OV0380_SP_SET: SET IN ROCK OUTCROP
 OV0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0380+STABILITY: POSITION/ELEVATION WELL
 OV0380
 OV0380  HISTORY     - Date     Condition        Report By
 OV0380  HISTORY     - 1959     MONUMENTED       USGS
 OV0380
 OV0380                          STATION DESCRIPTION
 OV0380
 OV0380'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OV0380'STATION IS LOCATED ABOUT 7.1 MI. AIR NW. OF MAYOWORTH NEAR THE SW. 1/4
 OV0380'IN THE NE.1/4 OF SEC. 28, T.46 N.,R.83 W.,
 OV0380'
 OV0380'TO REACH THE STATION FROM MAYOWORTH JUNCTION, DRIVE 2.4 MI. N. ALONG
 OV0380'GRAVELED COUNTY RD. TO Y-JUNCTION OF COUNTY RD. AND TRACK RD. AT TOP
 OV0380'OF HILL OPPOSITE WOODEN SNOW FENCES, TURN LEFT NW. AND CONTINUE 0.6
 OV0380'MI. ON TRACK RD. TO GATE IN N-S. FENCE AND Y-RD. JUNCTION, TURN RIGHT
 OV0380'NW., AND CONTINUE 0.5 MI. ALONG TRACK RD. TO GATE IN N-S. FENCE,
 OV0380'CONTINUE NW. 0.3 MI. ALONG TRACK RD. TO Y-RD. JUNCTION, TAKE LEFT FORK
 OV0380'NW., AND CONTINUE 0.7 MI. UP HILL TO RD. OPPOSITE SMALL WHITE SHED,
 OV0380'CONTINUE N. 1.9 MI. UP ZIG ZAG TRACK RD. ON S. SIDE OF THE HORN TO A
 OV0380'GATE IN E-W. FENCE AT TOP OF GRADE, CONTINUE N. 1.2 MI. ALONG TRACK
 OV0380'RD. UP HILL TO DIM Y-RD. JUNCTION, TURN RIGHT E. AND CONTINUE 0.3 MI.
 OV0380'ALONG TRACK RD.TO CREST OF RIMROCK, CONTINUE N.,0.3 MI. ALONG DIM
 OV0380'TRACK RD. TO BASE OF HILL AT N. TIP OF RIMROCK AND STATION SITE.
 OV0380'
 OV0380'STATION MARK - STANDARD TABLET STAMPED --- SAC 1959 --- CEMENTED IN A
 OV0380'LIME STONE OUTCROP WHICH IS FLUSH WITH THE GROUND.
 OV0380'
 OV0380'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0339 ***********************************************************************
 OW0339  DESIGNATION -  SACAJAWEA
 OW0339  PID         -  OW0339
 OW0339  STATE/COUNTY-  WY/FREMONT
 OW0339  USGS QUAD   -  WILDERNESS (1993)
 OW0339
 OW0339                         *CURRENT SURVEY CONTROL
 OW0339  ___________________________________________________________________
 OW0339* NAD 83(1993)-  43 24 07.59946(N)    109 19 48.71150(W)     ADJUSTED  
 OW0339* NAVD 88     -      1986.1    (meters)    6516.     (feet)  VERTCON   
 OW0339  ___________________________________________________________________
 OW0339  LAPLACE CORR-         -14.66  (seconds)                    DEFLEC99
 OW0339  GEOID HEIGHT-          -9.03  (meters)                     GEOID03
 OW0339
 OW0339  HORZ ORDER  -  THIRD
 OW0339
 OW0339.The horizontal coordinates were established by classical geodetic methods
 OW0339.and adjusted by the National Geodetic Survey in January 1997..
 OW0339
 OW0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0339
 OW0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0339
 OW0339.The geoid height was determined by GEOID03.
 OW0339
 OW0339;                    North         East     Units Scale Factor Converg.
 OW0339;SPC WYWC     -   322,487.675   553,002.693   MT  0.99996466   -0 23 55.2
 OW0339;UTM  12      - 4,806,824.125   635,213.043   MT  0.99982489   +1 08 51.1
 OW0339
 OW0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0339!SPC WYWC     -   0.99969006  x   0.99996466  =   0.99965473
 OW0339!UTM  12      -   0.99969006  x   0.99982489  =   0.99951501
 OW0339
 OW0339|---------------------------------------------------------------------|
 OW0339| PID    Reference Object                     Distance      Geod. Az  |
 OW0339|                                                           dddmmss.s |
 OW0339| CP6557 SACAJAWEA RM 1                        8.705 METERS 13350     |
 OW0339| CP6556 SACAJAWEA AZ MK                                    1502208.9 |
 OW0339| CP6558 SACAJAWEA RM 2                       17.920 METERS 20817     |
 OW0339|---------------------------------------------------------------------|
 OW0339
 OW0339                          SUPERSEDED SURVEY CONTROL
 OW0339
 OW0339  NAD 83(1986)-  43 24 07.58591(N)    109 19 48.70227(W) AD(       ) 3
 OW0339  NAD 27      -  43 24 07.74300(N)    109 19 46.19900(W) AD(       ) 3
 OW0339  NGVD 29 (07/19/86) 1985.0    (m)         6512.     (f) VERT ANG       
 OW0339
 OW0339.Superseded values are not recommended for survey control.
 OW0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0339.See file dsdata.txt to determine how the superseded data were derived.
 OW0339
 OW0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP3521306824(NAD 83)
 OW0339_MARKER: DS = TRIANGULATION STATION DISK
 OW0339_SETTING: 80 = SET IN A BOULDER
 OW0339_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OW0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0339
 OW0339  HISTORY     - Date     Condition        Report By
 OW0339  HISTORY     - 1936     MONUMENTED       CGS
 OW0339  HISTORY     - 1950     GOOD             USGS
 OW0339
 OW0339                          STATION DESCRIPTION
 OW0339
 OW0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0339'ABOUT 27 MILES SOUTHEAST OF DUBOIS, ALONG U.S. HIGHWAY 287, 3.3
 OW0339'MILES NORTHWEST OF BURRIS POST OFFICE, 3.0 MILES EAST-SOUTHEAST
 OW0339'OF SACAJAWEA LODGE, ON HIGHEST ROAD ELEVATION BETWEEN THESE LAST
 OW0339'TWO-NAMED PLACES, ON SAGEBRUSH-COVERED FLAT, 1/2 MILE NORTH OF
 OW0339'GRASSY RIDGE SOUTH OF HIGHWAY, ABOUT 105 YARDS WEST-SOUTHWEST
 OW0339'OF BOULDER 8 FEET HIGH IN TELEPHONE LINE ON NORTH SIDE OF
 OW0339'HIGHWAY, AND 68 FEET SOUTH OF CENTER LINE OF HIGHWAY.  STATION
 OW0339'MARK IS STANDARD DISK IN BOULDER.  REFERENCE AND
 OW0339'AZIMUTH MARKS ARE STANDARD DISKS IN BOULDERS.
 OW0339'STATION AND REFERENCE MARKS ARE IN SMALL BOULDERS WHICH PROJECT
 OW0339'SEVERAL INCHES ABOVE GROUND.  REFERENCE MARK NO. 1 IS 8.705
 OW0339'METERS (28.56 FEET) SOUTHEAST FROM STATION S 46 DEG 10 MIN E.
 OW0339'NO. 2 IS 17.920 METERS (58.79 FEET) SOUTHWEST
 OW0339'S 28 DEG 17 MIN W.  DISTANCE BETWEEN REFERENCE MARKS IS
 OW0339'17.702 METERS (58.08 FEET).  AZIMUTH MARK IS ON LOW RIDGE,
 OW0339'ABOUT 20 YARDS NORTHEAST OF MEDIUM-SIZED BOULDER ON TOP OF
 OW0339'RIDGE, ABOUT 30 YARDS SOUTHEAST OF MEDIUM-SIZED BOULDER ON
 OW0339'NORTHWEST SLOPE OF RIDGE, IN SMALL BOULDER FLUSH WITH GROUND,
 OW0339'AND ABOUT 1/4 MILE SOUTHEAST OF STATION S 29 DEG 38 MIN E.
 OW0339
 OW0339                          STATION RECOVERY (1950)
 OW0339
 OW0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0339'RECOVERED BY USGS IN 1950.
 OW0339'
 OW0339'STATION MARK--STANDARD DISK IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0406 ***********************************************************************
 NR0406  DESIGNATION -  SACAWEE
 NR0406  PID         -  NR0406
 NR0406  STATE/COUNTY-  WY/NATRONA
 NR0406  USGS QUAD   -  BARLOW GAP (1959)
 NR0406
 NR0406                         *CURRENT SURVEY CONTROL
 NR0406  ___________________________________________________________________
 NR0406* NAD 83(1993)-  42 38 54.31865(N)    107 22 30.91573(W)     ADJUSTED  
 NR0406* NAVD 88     -      2246.3    (meters)    7370.     (feet)  VERTCON   
 NR0406  ___________________________________________________________________
 NR0406  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 NR0406  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 NR0406
 NR0406  HORZ ORDER  -  THIRD
 NR0406
 NR0406.The horizontal coordinates were established by classical geodetic methods
 NR0406.and adjusted by the National Geodetic Survey in January 1997..
 NR0406
 NR0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0406
 NR0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0406
 NR0406.The geoid height was determined by GEOID03.
 NR0406
 NR0406;                    North         East     Units Scale Factor Converg.
 NR0406;SPC WYEC     -   338,600.496   396,562.508   MT  0.99993765   -0 01 42.2
 NR0406;UTM  13      - 4,724,508.982   305,292.100   MT  1.00006644   -1 36 35.0
 NR0406
 NR0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0406!SPC WYEC     -   0.99964971  x   0.99993765  =   0.99958739
 NR0406!UTM  13      -   0.99964971  x   1.00006644  =   0.99971613
 NR0406
 NR0406:                Primary Azimuth Mark                     Grid Az
 NR0406:SPC WYEC     -  GOAT                                     020 22 32.3
 NR0406:UTM  13      -  GOAT                                     021 57 25.1
 NR0406
 NR0406|---------------------------------------------------------------------|
 NR0406| PID    Reference Object                     Distance      Geod. Az  |
 NR0406|                                                           dddmmss.s |
 NR0406| NR0405 GOAT                                APPROX.10.6 KM 0202050.1 |
 NR0406|---------------------------------------------------------------------|
 NR0406
 NR0406                          SUPERSEDED SURVEY CONTROL
 NR0406
 NR0406  NAD 83(1986)-  42 38 54.30872(N)    107 22 30.91114(W) AD(       ) 3
 NR0406  NAD 27      -  42 38 54.45914(N)    107 22 28.67556(W) AD(       ) 3
 NR0406  NGVD 29 (07/19/86) 2245.3    (m)         7366.     (f) VERT ANG       
 NR0406
 NR0406.Superseded values are not recommended for survey control.
 NR0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0406.See file dsdata.txt to determine how the superseded data were derived.
 NR0406
 NR0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0529224509(NAD 83)
 NR0406
 NR0406  HISTORY     - Date     Condition        Report By
 NR0406  HISTORY     - 1948     MONUMENTED       USGS
 NR0406  HISTORY     - 1957     GOOD             USGS
 NR0406
 NR0406                          STATION DESCRIPTION
 NR0406
 NR0406'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0406'RECOVERED IN GOOD CONDITION.
 NR0406'
 NR0406'STATION LOCATED ABOUT 35 MI. NW. OF ALCOVA, 19 MI. N. OF THREE FORKS,
 NR0406'AND 16 MI. NW. OF INDEPENDENCE ROCK.
 NR0406'
 NR0406'TO REACH FROM POST OFFICE AT ALCOVA, GO SW. ON WYOMING STATE HIGHWAY
 NR0406'220 FOR 21 MI. TO MAIL BOXES AND RD. ON RIGHT, CROSS CATTLEGUARD AND
 NR0406'TAKE RIGHT (W.) RD. FORK FOR 3.7 MI. TO CATTLEGUARD AND RD. FORK.
 NR0406'TAKE RIGHT (NW.) FORK AND GO 7.9 MI. TO BRIDGE ACROSS CREEK.  CONTINUE
 NR0406'0.2 MI. TO RD. FORK.  TAKE RIGHT FORK AND GO NW. 1.0 MI. TO GATE.  GO
 NR0406'THRU GATE AND TURN SHARPLY TO LEFT (S.) AND GO 1.5 MI. TO CROSSROADS,
 NR0406'THENCE RIGHT (W.) 4.3 MI. TO RD. FORK IN SADDLE.  TURN LEFT (W.) 1.8
 NR0406'MI. TO RD. FORK, CONTINUE ON MAIN RD. 0.2 MI. TO SADDLE, LEAVE RD.,
 NR0406'TURN RIGHT AND GO NW. 0.4 MI. CROSS COUNTRY.  END OF AUTO TRAVEL.
 NR0406'(IT IS POSSIBLE TO DRIVE TO STATION WITH JEEP).  THE STATION IS ABOUT
 NR0406'20 MIN. HIKE WITH PACK (W.).  STATION IS ON TOP OF E-W. RIDGE AND IN
 NR0406'APPROXIMATE CENTER.
 NR0406'
 NR0406'STATION MARK--STANDARD TABLET STAMPED ---SACAWEE 1948---, SET IN ROCK.
 NR0406'
 NR0406'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED ---SACAWEE
 NR0406'NO. 1 1948---, SET IN ROCK W. OF STATION MARK, N 29 DEG 06 MIN E.
 NR0406'
 NR0406'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED ---SACAWEE
 NR0406'NO. 2 1948---, SET IN ROCK S. OF STATION MARK, S 68 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0465 ***********************************************************************
 PX0465  DESIGNATION -  SADDLE
 PX0465  PID         -  PX0465
 PX0465  STATE/COUNTY-  WY/PARK
 PX0465  USGS QUAD   -  POLLUX PEAK (1991)
 PX0465
 PX0465                         *CURRENT SURVEY CONTROL
 PX0465  ___________________________________________________________________
 PX0465* NAD 83(1993)-  44 42 37.85352(N)    109 59 01.71663(W)     ADJUSTED  
 PX0465* NAVD 88     -      3254.4    (meters)   10677.     (feet)  VERTCON   
 PX0465  ___________________________________________________________________
 PX0465  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 PX0465  GEOID HEIGHT-          -7.67  (meters)                     GEOID03
 PX0465
 PX0465  HORZ ORDER  -  THIRD
 PX0465
 PX0465.The horizontal coordinates were established by classical geodetic methods
 PX0465.and adjusted by the National Geodetic Survey in January 1997..
 PX0465
 PX0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0465
 PX0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0465
 PX0465.The geoid height was determined by GEOID03.
 PX0465
 PX0465;                    North         East     Units Scale Factor Converg.
 PX0465;SPC WYWC     -   468,436.828   502,235.383   MT  1.00005499   -0 52 05.1
 PX0465;UTM  12      - 4,951,295.301   580,493.621   MT  0.99967967   +0 42 53.8
 PX0465
 PX0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0465!SPC WYWC     -   0.99949120  x   1.00005499  =   0.99954617
 PX0465!UTM  12      -   0.99949120  x   0.99967967  =   0.99917104
 PX0465
 PX0465:                Primary Azimuth Mark                     Grid Az
 PX0465:SPC WYWC     -  NOTCH                                    157 22 48.9
 PX0465:UTM  12      -  NOTCH                                    155 47 50.0
 PX0465
 PX0465|---------------------------------------------------------------------|
 PX0465| PID    Reference Object                     Distance      Geod. Az  |
 PX0465|                                                           dddmmss.s |
 PX0465| PX0464 NOTCH                               APPROX. 9.6 KM 1563043.8 |
 PX0465|---------------------------------------------------------------------|
 PX0465
 PX0465                          SUPERSEDED SURVEY CONTROL
 PX0465
 PX0465  NAD 83(1993)-  44 42 37.84511(N)    109 59 01.71152(W) AD(       ) 3
 PX0465  NAD 83(1986)-  44 42 37.84235(N)    109 59 01.70481(W) AD(       ) 3
 PX0465  NAD 27      -  44 42 38.03659(N)    109 58 59.04270(W) AD(       ) 3
 PX0465  NGVD 29 (07/19/86) 3253.0    (m)        10673.     (f) VERT ANG       
 PX0465
 PX0465.Superseded values are not recommended for survey control.
 PX0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0465.See file dsdata.txt to determine how the superseded data were derived.
 PX0465
 PX0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ8049451295(NAD 83)
 PX0465_MARKER: DD = SURVEY DISK
 PX0465_SETTING: 66 = SET IN ROCK OUTCROP
 PX0465_SP_SET: SET IN ROCK OUTCROP
 PX0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0465+STABILITY: POSITION/ELEVATION WELL
 PX0465
 PX0465  HISTORY     - Date     Condition        Report By
 PX0465  HISTORY     - 1953     MONUMENTED       USGS
 PX0465
 PX0465                          STATION DESCRIPTION
 PX0465
 PX0465'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0465'LOCATED ABOUT 20.0 MI. (AIRLINE) S. OF COOKE CITY, MONTANA, ON N.
 PX0465'TOP OF SADDLE MOUNTAIN.
 PX0465'
 PX0465'TO REACH FROM COOKE CITY, DRIVE EASTWARD ON U.S. HIGHWAY 212 FOR ABOUT
 PX0465'14.0 MI., THEN SE. ABOUT 8.0 MI. TO CRANDALL GUARD STATION.  PACK
 PX0465'WESTWARD ON S. SIDE CRANDALL CREEK TO FORKS AT HOODOO CREEK, RIGHT
 PX0465'FORK TOWARD PAPOOSE CABIN TO FORKS, LEFT FORK THROUGH WALLACES HUNTING
 PX0465'CAMP, UP PAPOOSE CREEK, THROUGH BOOTJACK GAP INTO YELLOWSTONE NATIONAL
 PX0465'PARK, AND DOWN TO FORK ON MILLER CREEK.  EASTWARD PAST UPPER MILLER
 PX0465'CREEK PATROL CABIN TO SUMMIT, THENCE SW. ALONG RIDGE TO SADDLE.
 PX0465'STATION IS ABOUT 15 MINUTES BACK PACK TO N., AND ABOUT A 15 HOUR
 PX0465'HORSE PACK FROM CRANDALL STATION.  CAMPING SITES AT WALLACES HUNTING
 PX0465'CAMP, UPPER MILLER CREEK PATROL CABIN, HOODOO BASIN, AND BASIN TO E.
 PX0465'OF SADDLE MOUNTAIN.  CAMPFIRE AND GRAZING PERMITS ARE NEEDED IN THE
 PX0465'PARK.  STATION COULD ALSO BE REACHED BY TRAIL UP LAMAR RIVER, THEN
 PX0465'UP MILLER CREEK.
 PX0465'
 PX0465'STATION MARK--STANDARD TABLET, STAMPED ---SADDLE 1953---, CEMENTED
 PX0465'IN ROCK.
 PX0465'
 PX0465'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0392 ***********************************************************************
 OU0392  DESIGNATION -  SADDLE
 OU0392  PID         -  OU0392
 OU0392  STATE/COUNTY-  WY/CAMPBELL
 OU0392  USGS QUAD   -  TECKLA SW (1971)
 OU0392
 OU0392                         *CURRENT SURVEY CONTROL
 OU0392  ___________________________________________________________________
 OU0392* NAD 83(1993)-  43 35 03.39132(N)    105 27 27.30836(W)     ADJUSTED  
 OU0392* NAVD 88     -      1563.4    (meters)    5129.     (feet)  VERTCON   
 OU0392  ___________________________________________________________________
 OU0392  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 OU0392  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 OU0392
 OU0392  HORZ ORDER  -  FIRST
 OU0392
 OU0392.The horizontal coordinates were established by classical geodetic methods
 OU0392.and adjusted by the National Geodetic Survey in January 1997..
 OU0392
 OU0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0392
 OU0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0392
 OU0392.The geoid height was determined by GEOID03.
 OU0392
 OU0392;                    North         East     Units Scale Factor Converg.
 OU0392;SPC WY E     -   342,602.919   176,505.653   MT  0.99994429   -0 12 02.0
 OU0392;UTM  13      - 4,825,802.609   463,058.269   MT  0.99961679   -0 18 55.7
 OU0392
 OU0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0392!SPC WY E     -   0.99975726  x   0.99994429  =   0.99970156
 OU0392!UTM  13      -   0.99975726  x   0.99961679  =   0.99937414
 OU0392
 OU0392|---------------------------------------------------------------------|
 OU0392| PID    Reference Object                     Distance      Geod. Az  |
 OU0392|                                                           dddmmss.s |
 OU0392| CQ4839 SADDLE RM 1                          17.553 METERS 17307     |
 OU0392| CQ4838 FAP 7703                                           2070034.6 |
 OU0392| CQ4840 SADDLE RM 2                          15.530 METERS 26258     |
 OU0392|---------------------------------------------------------------------|
 OU0392
 OU0392                          SUPERSEDED SURVEY CONTROL
 OU0392
 OU0392  NAD 83(1986)-  43 35 03.37133(N)    105 27 27.28460(W) AD(       ) 1
 OU0392  NAD 27      -  43 35 03.48400(N)    105 27 25.32700(W) AD(       ) 1
 OU0392  NGVD 29 (07/19/86) 1562.6    (m)         5127.     (f) VERT ANG       
 OU0392
 OU0392.Superseded values are not recommended for survey control.
 OU0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0392.See file dsdata.txt to determine how the superseded data were derived.
 OU0392
 OU0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ6305825803(NAD 83)
 OU0392_MARKER: DS = TRIANGULATION STATION DISK
 OU0392_SETTING: 80 = SET IN A BOULDER
 OU0392_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OU0392
 OU0392  HISTORY     - Date     Condition        Report By
 OU0392  HISTORY     - 1955     MONUMENTED       CGS
 OU0392  HISTORY     - 1955     GOOD             CGS
 OU0392  HISTORY     - 1962     GOOD             USFS
 OU0392  HISTORY     - 1971     GOOD             USGS
 OU0392
 OU0392                          STATION DESCRIPTION
 OU0392
 OU0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0392'THE STATION IS ABOUT 8 MILES SOUTH OF THE WYOMING HIGHWAY
 OU0392'DEPARTMENT MAINTENANCE YARD, AND ABOUT 1/2 MILE EAST OF STATE
 OU0392'HIGHWAY 59.  IN SECTION 25, T. 42 N., R. 72 W..  THE STATION
 OU0392'IS ON THE HIGHEST AND MOST WESTERLY KNOLL OF TWO PROMINENT
 OU0392'PRAIRIE KNOLLS.
 OU0392'
 OU0392'TO REACH THE STATION FROM THE POST OFFICE IN GILLETE, GO
 OU0392'EAST ON EAST THIRD STREET 0.45 MILE TO STATE HIGHWAY 59.  TURN
 OU0392'RIGHT, SOUTH, ON HIGHWAY, GO 36.7 MILES TO THE JUNCTION OF
 OU0392'STATE HIGHWAY 387.  CONTINUE SOUTH ON STATE HIGHWAY 59 13.5
 OU0392'MILES TO THE AZIMUTH MARK ON LEFT, JUST AFTER PASSING HIGHWAY
 OU0392'ROAD SIGN DOUGLAS 50.  CONTINUE ON HIGHWAY 0.3 MILE TO GATE
 OU0392'ON LEFT.  PASS THROUGH GATE, TURN LEFT, NORTH, ALONG EAST SIDE
 OU0392'OF FENCE, GO 0.9 MILE TO A GATE IN AN EAST-WEST FENCE LINE.
 OU0392'PASS THROUGH GATE, GO NORTH EASTERLY 0.55 MILE TO SUMMIT OF
 OU0392'HILL AND THE STATION.
 OU0392'
 OU0392'STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 OU0392'BOULDER, AND STAMPED SADDLE 1955, IS ABOUT 75 FEET NORTH OF A
 OU0392'LARGE DITCH WHICH IS ON THE SOUTH SLOPE OF RIDGE.  THE BOULDER
 OU0392'IS OF IRREGULAR SHAPE, ABOUT 2 FEET IN DIAMETER AND PROJECTS
 OU0392'18 INCHES ABOVE GROUND.  NO UNDERGROUND MARK WAS SET.
 OU0392'
 OU0392'REFERENCE MARK 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 OU0392'IN A BOULDER, AND STAMPED SADDLE NO 1 1955, IS ABOUT 5 FEET
 OU0392'LOWER THAN STATION, ON SOUTH SLOPE OF HILL.  THE BOULDER IS
 OU0392'ABOUT 2 FEET IN DIAMETER AND PROJECTS ABOUT 5 INCHES ABOVE
 OU0392'GROUND.
 OU0392'
 OU0392'REFERENCE MARK 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 OU0392'IN A BOULDER, AND STAMPED SADDLE NO 2 1955, IS ABOUT 4 FEET
 OU0392'LOWER THAN STATION, ON WEST SLOPE OF HILL.  THE BOULDER IS
 OU0392'OF IRREGULAR SHAPE, ABOUT 5 FEET IN DIAMETER AND PROJECTS
 OU0392'ABOUT 1 FOOT.
 OU0392'
 OU0392'THE AZIMUTH MARK IS A WYOMING HIGHWAY DEPARTMENT ROAD RIGHT-OF-WAY
 OU0392'MARKER.  THE MARK IS A BRONZE DISK SET IN A 6 IN BY 6 IN CONCRETE
 OU0392'POST, AND STAMPED F.A.P. 20906 STA. 7703 EL. 508738.  IT IS
 OU0392'ABOUT 3/4 MILE SOUTH-SOUTHWEST OF STATION, 100 FEET NORTHEAST
 OU0392'OF THE CENTER LINE OF HIGHWAY, AND 1 FOOT EAST OF A STANDARD
 OU0392'WITNESS POST.  THE MARK PROJECTS 5 INCHES ABOVE GROUND.
 OU0392'
 OU0392'NOTE--A 4 FT. STAND WAS USED.
 OU0392
 OU0392                          STATION RECOVERY (1955)
 OU0392
 OU0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 OU0392'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OU0392'TO BE IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE WITH
 OU0392'THE EXCEPTION THAT IN THE TO REACH THE STATION JUST AFTER
 OU0392'PASSING HIGHWAY ROAD SIGN DOUGLAS 50 IS IN ERROR.  SHOULD BE,
 OU0392'JUST AFTER PASSING HIGHWAY ROAD SIGN GILLETTE 50.
 OU0392
 OU0392                          STATION RECOVERY (1962)
 OU0392
 OU0392'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0392'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 OU0392
 OU0392                          STATION RECOVERY (1971)
 OU0392
 OU0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRS)
 OU0392'THE STATION IS ABOUT 8 MILES SOUTH OF THE WYOMING HIGHWAY DEPT
 OU0392'MAINTENANCE YARD, AND ABOUT 1/2 MILE EAST OF STATE HWY. 50.
 OU0392'IN SECTION 25 T. 42 N, R. 72 W. THE STATION IS ON THE HIGHEST
 OU0392'AND MOST NORTHERLY KNOLL OF TWO PROMINENT KNOLLS.
 OU0392'
 OU0392'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO
 OU0392'EAST ON EAST THIRD STREET 0.45 MILE TO STATE HWY. 59.  TURN
 OU0392'RIGHT, SOUTH, ON HWY.  GO 35.7 MILES TO THE JUNCTION OF STATE
 OU0392'HWY. 387.  CONTINUE SOUTH ON STATE HWY. 59 10.0 MILES TO SIDE
 OU0392'ROAD LEFT READING MATHESON RANCH 1 MILE.  CONTINUE SOUTH ON
 OU0392'HWY. 1.8 MILES TO WOODEN PANEL GATE ON LEFT SIDE OF HWY.  TURN
 OU0392'(EAST) THRU GATE, TURN SOUTH ALONG EAST SIDE OF FENCE 1.3
 OU0392'MILES TO E-W FENCE.  GO N-E 0.55 MILES TO SUMMIT OF HILL AND
 OU0392'STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0867 ***********************************************************************
 MR0867  DESIGNATION -  SAGE
 MR0867  PID         -  MR0867
 MR0867  STATE/COUNTY-  WY/LINCOLN
 MR0867  USGS QUAD   -  SAGE (1985)
 MR0867
 MR0867                         *CURRENT SURVEY CONTROL
 MR0867  ___________________________________________________________________
 MR0867* NAD 83(1993)-  41 47 44.09432(N)    110 59 16.68935(W)     ADJUSTED  
 MR0867* NAVD 88     -      2066.3    (meters)    6779.     (feet)  VERTCON   
 MR0867  ___________________________________________________________________
 MR0867  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 MR0867  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 MR0867
 MR0867  HORZ ORDER  -  THIRD
 MR0867
 MR0867.The horizontal coordinates were established by classical geodetic methods
 MR0867.and adjusted by the National Geodetic Survey in January 1997..
 MR0867
 MR0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0867
 MR0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0867
 MR0867.The geoid height was determined by GEOID03.
 MR0867
 MR0867;                    North         East     Units Scale Factor Converg.
 MR0867;SPC WY W     -   244,269.734   724,815.170   MT  1.00000704   -0 36 10.6
 MR0867;UTM  12      - 4,627,080.377   500,999.539   MT  0.99960001   +0 00 28.9
 MR0867
 MR0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0867!SPC WY W     -   0.99967826  x   1.00000704  =   0.99968530
 MR0867!UTM  12      -   0.99967826  x   0.99960001  =   0.99927840
 MR0867
 MR0867:                Primary Azimuth Mark                     Grid Az
 MR0867:SPC WY W     -  MARTIN                                   160 12 55.6
 MR0867:UTM  12      -  MARTIN                                   159 36 16.1
 MR0867
 MR0867|---------------------------------------------------------------------|
 MR0867| PID    Reference Object                     Distance      Geod. Az  |
 MR0867|                                                           dddmmss.s |
 MR0867| MR0862 MARTIN                              APPROX. 6.6 KM 1593645.0 |
 MR0867|---------------------------------------------------------------------|
 MR0867
 MR0867                          SUPERSEDED SURVEY CONTROL
 MR0867
 MR0867  NAD 83(1986)-  41 47 44.08311(N)    110 59 16.68399(W) AD(       ) 3
 MR0867  NAD 27      -  41 47 44.27352(N)    110 59 14.00919(W) AD(       ) 3
 MR0867  NGVD 29 (08/09/96) 2065.0    (m)         6775.     (f) VERT ANG       
 MR0867
 MR0867.Superseded values are not recommended for survey control.
 MR0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0867.See file dsdata.txt to determine how the superseded data were derived.
 MR0867
 MR0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM0100027080(NAD 83)
 MR0867_MARKER: DS = TRIANGULATION STATION DISK
 MR0867_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0867_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0867
 MR0867  HISTORY     - Date     Condition        Report By
 MR0867  HISTORY     - 1952     MONUMENTED       USGS
 MR0867
 MR0867                          STATION DESCRIPTION
 MR0867
 MR0867'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 MR0867'STATION LOCATED ABOUT 1 MI. S. AND 1 MI. W. OF SAGE ON U.P. RAILROAD
 MR0867'ON TOP OF LOW N-S. RIDGE.
 MR0867'TO REACH FROM KEMMERER POST OFFICE, GO W. ON U.S. HIGHWAY 30 N., 23.8
 MR0867'MI. TO SAGE ON LEFT.  TURN LEFT, S., GO 0.1 MI. TO CROSSROADS ON S.
 MR0867'SIDE OF RAILROAD CROSSING.  TURN RIGHT, W., GO 0.35 MI. TO SMALL
 MR0867'BRIDGE OVER TWIN CREEK.  CONTINUE ON RD., S. 0.1 MI. TO RD. FORK. TAKE
 MR0867'RIGHT FORK, S., GO 0.15 MI. TO T-JUNCTION OF N-S. RD. AND RD. W. TURN
 MR0867'RIGHT, W., FOLLOW RD. ALONG SPUR E-W. RIDGE 0.7 MI. TO BENCH ON N-S.
 MR0867'RIDGE.  TURN LEFT, S., FOLLOW RD. ALONG RIDGE 0.9 MI. TO TOP AND
 MR0867'STATION ABOUT 30 FT. E. OF RD.
 MR0867'STATION MARK--STANDARD TABLET WELDED IN TOP OF 3-IN. IRON PIPE,
 MR0867'PROJECTING ABOUT 1 IN. ABOVE GROUND, STAMPED---SAGE 1952 VABM 6774---.
 MR0867'REFERENCE MARK NO. 1--A 5/8 IN. IRON ROD DRIVEN IN GROUND,
 MR0867'STAMPED---52---, IN TOP, 28.20 FT. DISTANT 291 DEGREES NW 06 MINUTES.
 MR0867'REFERENCE MARK NO. 2--A 5/8 IN. IRON ROD DRIVEN IN GROUND,
 MR0867'STAMPED---52---, IN TOP, 28.20 FT. DISTANT 41 DEGREES EAST 11 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0382 ***********************************************************************
 NR0382  DESIGNATION -  SAGE
 NR0382  PID         -  NR0382
 NR0382  STATE/COUNTY-  WY/CARBON
 NR0382  USGS QUAD   -  BEAVER CREEK (1982)
 NR0382
 NR0382                         *CURRENT SURVEY CONTROL
 NR0382  ___________________________________________________________________
 NR0382* NAD 83(1993)-  42 14 47.42733(N)    106 44 48.21794(W)     ADJUSTED  
 NR0382* NAVD 88     -      2034.4    (meters)    6675.     (feet)  VERTCON   
 NR0382  ___________________________________________________________________
 NR0382  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 NR0382  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NR0382
 NR0382  HORZ ORDER  -  THIRD
 NR0382
 NR0382.The horizontal coordinates were established by classical geodetic methods
 NR0382.and adjusted by the National Geodetic Survey in January 1997..
 NR0382
 NR0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0382
 NR0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0382
 NR0382.The geoid height was determined by GEOID03.
 NR0382
 NR0382;                    North         East     Units Scale Factor Converg.
 NR0382;SPC WYEC     -   294,123.617   448,409.795   MT  0.99996632   +0 23 39.8
 NR0382;UTM  13      - 4,678,623.308   355,897.683   MT  0.99985551   -1 10 28.4
 NR0382
 NR0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0382!SPC WYEC     -   0.99968305  x   0.99996632  =   0.99964938
 NR0382!UTM  13      -   0.99968305  x   0.99985551  =   0.99953860
 NR0382
 NR0382:                Primary Azimuth Mark                     Grid Az
 NR0382:SPC WYEC     -  LOST                                     146 44 53.1
 NR0382:UTM  13      -  LOST                                     148 19 01.3
 NR0382
 NR0382|---------------------------------------------------------------------|
 NR0382| PID    Reference Object                     Distance      Geod. Az  |
 NR0382|                                                           dddmmss.s |
 NR0382| NR0381 LOST                                APPROX. 8.1 KM 1470832.9 |
 NR0382|---------------------------------------------------------------------|
 NR0382
 NR0382                          SUPERSEDED SURVEY CONTROL
 NR0382
 NR0382  NAD 83(1986)-  42 14 47.41525(N)    106 44 48.20687(W) AD(       ) 3
 NR0382  NAD 27      -  42 14 47.55783(N)    106 44 46.06181(W) AD(       ) 3
 NR0382  NGVD 29 (07/19/86) 2033.3    (m)         6671.     (f) VERT ANG       
 NR0382
 NR0382.Superseded values are not recommended for survey control.
 NR0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0382.See file dsdata.txt to determine how the superseded data were derived.
 NR0382
 NR0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5589878623(NAD 83)
 NR0382_MARKER: DD = SURVEY DISK
 NR0382_SETTING: 0 = UNSPECIFIED SETTING
 NR0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0382
 NR0382  HISTORY     - Date     Condition        Report By
 NR0382  HISTORY     - 1951     MONUMENTED       USGS
 NR0382
 NR0382                          STATION DESCRIPTION
 NR0382
 NR0382'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0382'STATION IS LOCATED ABOUT 1.5 MI. AND 2.0 MI. E. OF LEO, WYOMING POST
 NR0382'OFFICE ON GRASSY RIDGE SLOPING TO N. AND SAGE CREEK.
 NR0382'
 NR0382'FROM LEO, WYOMING POST OFFICE GO 1.4 MI. S. ON LEO-HANNA RD. TURN LEFT
 NR0382'AND E. ON COUNTY RD. FOR 3.6 MI. TO TRAIL RD. TO N.  AND LEFT. TURN
 NR0382'LEFT ON TRAIL RD. FOR 0.3 MI. TO Y-FORK IN TRAIL RDS, IN BOTTOM OF
 NR0382'CREEK BED.  TAKE TRAIL RD. TO LEFT FOR 0.5 MI. TO STATION.
 NR0382'STATION IS LOCATED ABOUT 15 FT. S. OF TRAIL RD. ON POINT OF GRASSY
 NR0382'RIDGE SLOPING N. TO SAGE CREEK.
 NR0382'
 NR0382'STATION MARK - STANDARD TABLET SET IN A CONCRETE POST AND PROJECTING 4
 NR0382'IN. ABOVE GROUND AND STAMPED--- LFR-SAGE 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0507 ***********************************************************************
 NR0507  DESIGNATION -  SAGE
 NR0507  PID         -  NR0507
 NR0507  STATE/COUNTY-  WY/FREMONT
 NR0507  USGS QUAD   -  DOUBLE BUTTE (1984)
 NR0507
 NR0507                         *CURRENT SURVEY CONTROL
 NR0507  ___________________________________________________________________
 NR0507* NAD 83(1993)-  42 58 16.25596(N)    107 53 31.02241(W)     ADJUSTED  
 NR0507* NAVD 88     -      1744.3    (meters)    5723.     (feet)  VERTCON   
 NR0507  ___________________________________________________________________
 NR0507  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 NR0507  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 NR0507
 NR0507  HORZ ORDER  -  THIRD
 NR0507
 NR0507.The horizontal coordinates were established by classical geodetic methods
 NR0507.and adjusted by the National Geodetic Survey in January 1997..
 NR0507
 NR0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0507
 NR0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0507
 NR0507.The geoid height was determined by GEOID03.
 NR0507
 NR0507;                    North         East     Units Scale Factor Converg.
 NR0507;SPC WYWC     -   274,809.804   669,994.677   MT  0.99999775   +0 35 05.6
 NR0507;UTM  13      - 4,761,673.353   264,164.496   MT  1.00028428   -1 58 19.7
 NR0507
 NR0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0507!SPC WYWC     -   0.99972871  x   0.99999775  =   0.99972646
 NR0507!UTM  13      -   0.99972871  x   1.00028428  =   1.00001291
 NR0507
 NR0507:                Primary Azimuth Mark                     Grid Az
 NR0507:SPC WYWC     -  SINCLAIR                                 144 20 32.7
 NR0507:UTM  13      -  SINCLAIR                                 146 53 58.0
 NR0507
 NR0507|---------------------------------------------------------------------|
 NR0507| PID    Reference Object                     Distance      Geod. Az  |
 NR0507|                                                           dddmmss.s |
 NR0507| NR0500 SINCLAIR                            APPROX.11.3 KM 1445538.3 |
 NR0507|---------------------------------------------------------------------|
 NR0507
 NR0507                          SUPERSEDED SURVEY CONTROL
 NR0507
 NR0507  NAD 83(1986)-  42 58 16.24360(N)    107 53 31.02815(W) AD(       ) 3
 NR0507  NAD 27      -  42 58 16.39420(N)    107 53 28.73372(W) AD(       ) 3
 NR0507  NGVD 29 (07/19/86) 1743.3    (m)         5719.     (f) VERT ANG       
 NR0507
 NR0507.Superseded values are not recommended for survey control.
 NR0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0507.See file dsdata.txt to determine how the superseded data were derived.
 NR0507
 NR0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH6416461673(NAD 83)
 NR0507_MARKER: DD = SURVEY DISK
 NR0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0507_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0507+STABILITY: SURFACE MOTION
 NR0507
 NR0507  HISTORY     - Date     Condition        Report By
 NR0507  HISTORY     - 1950     MONUMENTED       USGS
 NR0507
 NR0507                          STATION DESCRIPTION
 NR0507
 NR0507'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0507'STATION IS LOCATED ABOUT 24 MI. E. OF RIVERTON AND ABOUT 20 MI. SE.
 NR0507'OF SHOSHONI ON A LOW SAGE-COVERED RIDGE ABOUT 0.5 MI. N. OF THE
 NR0507'MUSKRAT RD.
 NR0507'
 NR0507'TO REACH FROM RIVERTON POST OFFICE, FOLLOW MAIN STREET W. TO JUNCTION
 NR0507'OF U.S. 26 AND U.S. 320, TURN RIGHT AND FOLLOW MAIN RD. TO LANDER FOR
 NR0507'1.0 MI., TURN LEFT ON GRAVEL RD. AFTER CROSSING BRIDGE OVER WIND
 NR0507'RIVER AND PROCEED SE. FOR 1.3 MI. TO T-RD. E. (OHIO RD.), TURN LEFT
 NR0507'AND FOLLOW MAIN GRADED RD. TO INDIAN RESERVATION FENCE, 11.4 MI.,
 NR0507'CONTINUE ON E. ON MAIN RD. FOR 5.5 MI. TO T-RD. S., CONTINUE ON MAIN
 NR0507'GRADED RD. TO RD. FORKS, 3.1 MI., TAKE RIGHT FORK FOR 2.3 MI. TO
 NR0507'BRIDGE, THENCE 3.1 MI. ON MAIN RD. TO CREST OF HILL.  STATION IS
 NR0507'VISIBLE TO THE N.  LEAVE RD. AND DRIVE ACROSS COUNTRY 0.4 MI. S.
 NR0507'STATION IS ON THE HIGHEST HILL IN THE VICINITY.
 NR0507'
 NR0507'STATION MARK--STANDARD TABLET SET IN TOP OF 6 IN. X 6 IN. CONCRETE
 NR0507'POST PROJECTING ABOUT 6 IN. ABOVE SURFACE, AND STAMPED ---SAGE 1950
 NR0507'VABM 5720---.
 NR0507'
 NR0507'REFERENCE MARK NO. 1--STANDARD TABLET SET IN BEDROCK.  DISTANCE IS
 NR0507'20.24 FT., S 60 DEG 30 MIN W, OF STATION.
 NR0507'
 NR0507'REFERENCE MARK NO. 2--TABLET SET IN 6 IN. X 6 IN. CONCRETE POST
 NR0507'PROJECTING ABOUT 6 IN. ABOVE SURFACE AND IS 38.39 FT. FROM STATION,
 NR0507'N 28 DEG 06 MIN W, OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0245 ***********************************************************************
 OW0245  DESIGNATION -  SAGE
 OW0245  PID         -  OW0245
 OW0245  STATE/COUNTY-  WY/HOT SPRINGS
 OW0245  USGS QUAD   -  RATTLESNAKE GULCH (1965)
 OW0245
 OW0245                         *CURRENT SURVEY CONTROL
 OW0245  ___________________________________________________________________
 OW0245* NAD 83(1993)-  43 38 24.40423(N)    108 18 33.68766(W)     ADJUSTED  
 OW0245* NAVD 88     -      1624.4    (meters)    5329.     (feet)  VERTCON   
 OW0245  ___________________________________________________________________
 OW0245  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 OW0245  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 OW0245
 OW0245  HORZ ORDER  -  THIRD
 OW0245
 OW0245.The horizontal coordinates were established by classical geodetic methods
 OW0245.and adjusted by the National Geodetic Survey in January 1997..
 OW0245
 OW0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0245
 OW0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0245
 OW0245.The geoid height was determined by GEOID03.
 OW0245
 OW0245;                    North         East     Units Scale Factor Converg.
 OW0245;SPC WYWC     -   348,859.503   635,552.966   MT  0.99995304   +0 18 14.8
 OW0245;UTM  12      - 4,835,420.227   717,023.418   MT  1.00017936   +1 51 27.4
 OW0245
 OW0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0245!SPC WYWC     -   0.99974736  x   0.99995304  =   0.99970041
 OW0245!UTM  12      -   0.99974736  x   1.00017936  =   0.99992667
 OW0245
 OW0245:                Primary Azimuth Mark                     Grid Az
 OW0245:SPC WYWC     -  SAGE AZ MK                               037 24 30.9
 OW0245:UTM  12      -  SAGE AZ MK                               035 51 18.3
 OW0245
 OW0245|---------------------------------------------------------------------|
 OW0245| PID    Reference Object                     Distance      Geod. Az  |
 OW0245|                                                           dddmmss.s |
 OW0245| CP6559 SAGE AZ MK                                         0374245.7 |
 OW0245| OW0243 THERMOPOLIS PUB SCHOOL CUPOLA       APPROX. 7.4 KM 0851347.1 |
 OW0245| CP6561 SAGE RM 2                            10.417 METERS 26936     |
 OW0245| CP6560 SAGE RM 1                             8.315 METERS 35134     |
 OW0245|---------------------------------------------------------------------|
 OW0245
 OW0245                          SUPERSEDED SURVEY CONTROL
 OW0245
 OW0245  NAD 83(1986)-  43 38 24.39079(N)    108 18 33.69289(W) AD(       ) 3
 OW0245  NAD 27      -  43 38 24.55200(N)    108 18 31.32900(W) AD(       ) 3
 OW0245  NGVD 29 (11/06/89) 1623.5    (m)         5326.     (f) VERT ANG       
 OW0245
 OW0245.Superseded values are not recommended for survey control.
 OW0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0245.See file dsdata.txt to determine how the superseded data were derived.
 OW0245
 OW0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP1702335420(NAD 83)
 OW0245_MARKER: DS = TRIANGULATION STATION DISK
 OW0245_SETTING: 80 = SET IN A BOULDER
 OW0245_SP_SET: BOULDER
 OW0245_STAMPING: SAGE 1936
 OW0245_MARK LOGO: CGS   
 OW0245_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OW0245+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1996
 OW0245
 OW0245  HISTORY     - Date     Condition        Report By
 OW0245  HISTORY     - 1936     MONUMENTED       CGS
 OW0245  HISTORY     - 1965     GOOD             USGS
 OW0245  HISTORY     - 1984     GOOD             LOCSUR
 OW0245  HISTORY     - 19960420 GOOD             LOCSUR
 OW0245
 OW0245                          STATION DESCRIPTION
 OW0245
 OW0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0245'ABOUT 5-1/2 MILES WEST-SOUTHWEST OF THERMOPOLIS, 1 MILE WEST
 OW0245'OF RED CANYON ROAD, 2 MILES SOUTH OF OWL CREEK ROAD, ABOUT
 OW0245'1-1/2 MILES NORTHEAST OF HIGH FLAT-TOPPED MESA (HIGHEST POINT
 OW0245'IN VICINITY), AND ON HIGHEST POINT OF SAGEBRUSH-COVERED MESA
 OW0245'WHICH BLUFFS TO SOUTH AND SLOPES TO NORTH.  STATION IS ABOUT
 OW0245'1/4 MILE WEST OF EAST EDGE OF MESA.  TO REACH FROM THERMOPOLIS
 OW0245'POST OFFICE GO SOUTH 1 BLOCK, THENCE WEST ON OWL CREEK ROAD.
 OW0245'AT 2.8 MILES TURN LEFT (SOUTH) ONTO RED CANYON ROAD, NOT
 OW0245'GRADED.  AT 3.2 MILES TAKE RIGHT FORK, MAIN CANYON ROAD.  AT
 OW0245'3.9 MILES TAKE RIGHT FORK, LEAVE MAIN-TRAVELED ROAD AND GO
 OW0245'WEST.  AT 4.8 MILES BEAR LEFT AT SECOND GROUP OF BUILDINGS
 OW0245'AND GO SOUTHWEST ON DIM TRACK ROAD UP SLOPE TO TOP OF
 OW0245'DIVIDE.  AT 5.5 MILES TAKE LEFT FORK AND GO SOUTH AND WEST
 OW0245'ALONG TOP OF RIDGE 1.0 MILE TO STATION.  STATION MARK IS
 OW0245'STANDARD DISK IN BOULDER.  REFERENCE MARKS ARE
 OW0245'STANDARD DISKS IN BOULDERS.  BOULDERS ARE SMALL
 OW0245'AND PROJECT SEVERAL INCHES.  NO. 1 IS 8.315 METERS (27.28
 OW0245'FEET) NORTH OF STATION N 08 DEG 26 MIN W.  NO. 2 IS
 OW0245'10.417 METERS (34.18 FEET) WEST S 89 DEG 36 MIN W.
 OW0245'DISTANCE BETWEEN REFERENCE MARKS IS 12.389 METERS (40.65
 OW0245'FEET).  AZIMUTH MARK IS STANDARD DISK IN OUTCROPPING BEDROCK,
 OW0245'ON TOP OF FIRST KNOLL SOUTH OF SADDLE IN
 OW0245'NORTH-SOUTH RIDGE, EAST OF DIM TRACK ROAD, AND ABOUT 0.3
 OW0245'MILE NORTHEAST OF STATION N 37 DEG 43 MIN E.
 OW0245'THERMOPOLIS, PUBLIC SCHOOL, CUPOLA
 OW0245'MAY ALSO BE USED AS AZIMUTH
 OW0245'MARK.
 OW0245
 OW0245                          STATION RECOVERY (1965)
 OW0245
 OW0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OW0245'RECOVERED BY USGS IN 1965.
 OW0245'
 OW0245'STATION MARK--USC AND GS STANDARD DISK WEDGED IN DRILL HOLE IN
 OW0245'BOULDER.
 OW0245
 OW0245                          STATION RECOVERY (1984)
 OW0245
 OW0245'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984 (RLH)
 OW0245'SAGE 1936 DISK, SET IN ROCK OUTCROP, IN GOOD CONDITION.
 OW0245'
 OW0245'RM NO 1 DISK, SET IN ROCK OUTCROP, IN GOOD CONDITION.
 OW0245'
 OW0245'RM NO 2 DISK, SET IN ROCK OUTCROP, IN GOOD CONDITION.
 OW0245'
 OW0245'(AZIMUTH MARK) NOT FOUND (DUE TO TIME OF DAY ONLY A SHORT TIME
 OW0245'WAS SPENT SEARCHING FOR THE AZIMUTH MARK).
 OW0245
 OW0245                          STATION RECOVERY (1996)
 OW0245
 OW0245'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1996 (RLH)
 OW0245'RECOVERED IN GOOD CONDITION.   STATION IS LOCATED ABOUT 5.5 MILES (8.9
 OW0245'KM) WEST-SOUTHWEST OF THERMOPOLIS, APPROXIMATELY TWO MILES
 OW0245'WEST-SOUTHWEST OF SAGE VALLEY SUBDIVISION, ON HIGHEST POINT AND SOUTH
 OW0245'BROW OF PROMINENT RIDGE SLOPING TO THE NORTH WITH BLUFFS TO THE SOUTH
 OW0245'AND APPROXIMATELY 1/4 MILE WEST OF EAST END OF RIDGE.  PORTIONS OF THE
 OW0245'TOWN OF THERMOPOLIS ARE VISIBLE FROM THE STATION AS IS THE SOUTH END
 OW0245'OF THE BIG HORN BASIN.  STATION IS ON DEEDED LAND CURRENTLY OWNED BY
 OW0245'DAVID HEUCK AND ACCESSIBLE BY TWO-WHEEL VEHICLE IN DRY WEATHER. TO
 OW0245'REACH STATION FROM THE JUNCTION OF US HIGHWAY 20-WYOMING 789 AND
 OW0245'WYOMING 120 IN THERMOPOLIS, FOLLOW WYOMING HIGHWAY 120 WESTERLY FOR
 OW0245'APPROXIMATELY 2.8 MILES, TURN LEFT INTO SAGE VALLEY SUBDIVISION AND
 OW0245'FOLLOW RED CANYON ROAD, GRADED, INTO THE DEVELOPMENT FOR APPROXIMATELY
 OW0245'0.3 MILE, TURN RIGHT AT THIRD T INTERSECTION, FOLLOWING THE ROAD
 OW0245'DOWNHILL, FIRST NORTH, THEN WEST, FOR APPROXIMATELY 0.4 MILES (0.6 KM)
 OW0245'TO A GATE IN A NORTH-SOUTH FENCE AT THE WEST EDGE OF THE SUBDIVISION
 OW0245'AND THE END OF THE PUBLIC ROAD.  PROCEED BEYOND THIS POINT ONLY IN DRY
 OW0245'WEATHER.  CONTINUE WESTERLY, LEAVING MAIN ROAD WHICH BEARS TO THE
 OW0245'LEFT, ON THE UNIMPROVED ROAD, PAST THE CORRALS AT APPROXIMATELY 0.5
 OW0245'MILES, THEN BEARING NORTHWESTERLY, ALONG THE TRAIL ROAD, THEN
 OW0245'SOUTHWESTERLY UP THE SLOPE FOR AN ADDITIONAL 1.4 MILE (2.3 KM) TO THE
 OW0245'TOP OF THE RIDGE AT A POINT ABOUT 50 FEET (15.2 M) WEST OF THE AZIMUTH
 OW0245'MARK.  CONTINUE ALONG DIM ROAD FOR AN ADDITIONAL 0.3 MILE (0.5 KM) TO
 OW0245'THE STATION, A USCGS BRONZE DISK, IN TOP OF A SANDSTONE OUTCROP
 OW0245'BOULDER APPROXIMATELY 1.5 FT. BY 2 FT., PROJECTING 5 IN, ABOVE THE
 OW0245'SURFACE.  VEGETATION CONSIST OF GRASS AND SPARSE SAGEBRUSH.  THE DISK
 OW0245'IS IN VERY GOOD CONDITION WITH NO SIGNS OF VANDALISM.  REMNANTS OF OLD
 OW0245'SIGNALS ARE NEARBY BUT NOT USABLE DUE TO DETERIOATION.  THE HIGHEST
 OW0245'POINT OF WASHAKIE NEEDLES AND THE LIGHT ATOP THE RADIO TOWER AT
 OW0245'THERMOPOLIS ARE VISIBLE FROM THE STATION. REFERENCE MARKS NO.1 AND 2
 OW0245'ARE BRONZE DISKS GROUTED INTO DRILL HOLES IN SANDSTONE OUTCROP
 OW0245'BOULDERS EACH LESS THAN 1 FT (0.3 M) SQUARE AND PROJECTING 5 INCHES
 OW0245'ABOVE THE SURFACE.  THERE ARE NO OTHER EXPOSED ROCKS IN THE VICINITY.
 OW0245'THE AZIMUTH MARK IS ALSO A STANDARD DISK GROUTED INTO ROCK, ON TOP OF
 OW0245'A SMALL KNOLL COVERED WITH SHALE FRAGMENTS.  EXPOSE A 1 FT. BY 1.5 FT.
 OW0245'PORTION OF THE ROCK OUTCROP, SUCH THAT IT PROJECTS 2 INCHES ABOVE THE
 OW0245'SURFACE.  THE AZIMUTH MARK IS APPROXIMATELY 50 FEET (15.2 M) EAST OF
 OW0245'THE TRAIL ROAD AND OVERLOOKS SAGE VALLEY SUBDIVISION. THE STATION,
 OW0245'ABOUT 100 FEET (30.5 M) SOUTH OF THE ROAD, AND 200 FEET (61.0 M) EAST
 OW0245'OF A METAL STOCK WATERING TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0392 ***********************************************************************
 PX0392  DESIGNATION -  SAGE
 PX0392  PID         -  PX0392
 PX0392  STATE/COUNTY-  WY/PARK
 PX0392  USGS QUAD   -  GARLAND (1966)
 PX0392
 PX0392                         *CURRENT SURVEY CONTROL
 PX0392  ___________________________________________________________________
 PX0392* NAD 83(1993)-  44 52 27.40977(N)    108 43 35.59325(W)     ADJUSTED  
 PX0392* NAVD 88     -      1556.0    (meters)    5105.     (feet)  VERTCON   
 PX0392  ___________________________________________________________________
 PX0392  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 PX0392  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 PX0392
 PX0392  HORZ ORDER  -  FIRST
 PX0392
 PX0392.The horizontal coordinates were established by classical geodetic methods
 PX0392.and adjusted by the National Geodetic Survey in January 1997..
 PX0392
 PX0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0392
 PX0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0392
 PX0392.The geoid height was determined by GEOID03.
 PX0392
 PX0392;                    North         East     Units Scale Factor Converg.
 PX0392;SPC WYWC     -   485,894.246   601,852.591   MT  0.99993754   +0 00 59.6
 PX0392;UTM  12      - 4,971,499.030   679,574.031   MT  0.99999654   +1 36 16.1
 PX0392
 PX0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0392!SPC WYWC     -   0.99975814  x   0.99993754  =   0.99969569
 PX0392!UTM  12      -   0.99975814  x   0.99999654  =   0.99975468
 PX0392
 PX0392|---------------------------------------------------------------------|
 PX0392| PID    Reference Object                     Distance      Geod. Az  |
 PX0392|                                                           dddmmss.s |
 PX0392| CQ7245 SAGE RM 1                            33.382 METERS 10326     |
 PX0392| CQ7246 SAGE RM 2                             8.077 METERS 23140     |
 PX0392| CQ7244 SAGE AZ MK                                         2514817.0 |
 PX0392| PX0398 POWELL MUN APT BCN                  APPROX. 4.8 KM 2594002.7 |
 PX0392|---------------------------------------------------------------------|
 PX0392
 PX0392                          SUPERSEDED SURVEY CONTROL
 PX0392
 PX0392  NAD 83(1986)-  44 52 27.40264(N)    108 43 35.57964(W) AD(       ) 1
 PX0392  NAD 27      -  44 52 27.58100(N)    108 43 33.11400(W) AD(       ) 1
 PX0392  NGVD 29 (09/11/89) 1555.0    (m)         5102.     (f) VERT ANG       
 PX0392
 PX0392.Superseded values are not recommended for survey control.
 PX0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0392.See file dsdata.txt to determine how the superseded data were derived.
 PX0392
 PX0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7957471499(NAD 83)
 PX0392_MARKER: DS = TRIANGULATION STATION DISK
 PX0392_SETTING: 66 = SET IN ROCK OUTCROP
 PX0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0392
 PX0392  HISTORY     - Date     Condition        Report By
 PX0392  HISTORY     - 1931     MONUMENTED       CGS
 PX0392  HISTORY     - 1957     GOOD             CGS
 PX0392  HISTORY     - 1964     GOOD             CGS
 PX0392  HISTORY     - 1973     GOOD             USAF
 PX0392
 PX0392                          STATION DESCRIPTION
 PX0392
 PX0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 PX0392'ABOUT 9 MILES AIR LINE SOUTHWEST OF FRANNIE, 9 MILES AIR LINE
 PX0392'NORTH OF POWELL, 7 MILES AIR LINE WEST OF DEAVER, IN SEC.
 PX0392'31, T. 57 N., R. 98 W., ON EASTERN END OF LONG, BARREN, HIGH
 PX0392'MESA, ABOUT 1 MILE WEST OF FRANNIE CANAL.  TO REACH FROM DEAVER,
 PX0392'GO WEST ON U.S. HIGHWAY 14 ABOUT 6.5 MILES TO DIRT ROAD TO
 PX0392'RIGHT SHORTLY AFTER GETTING ON MACADAM.  TURN RIGHT ON THIS
 PX0392'ROAD AND GO 0.6 MILE TO FORKS JUST AFTER CROSSING CANAL.
 PX0392'TAKE RIGHT FORK 0.6 MILE.  TAKE LEFT FORK 0.2 MILE TO BRIDGE
 PX0392'ACROSS CANAL.  CROSS BRIDGE AND GO 0.6 MILE TO FORK.  TAKE
 PX0392'LEFT FORK 0.5 MILE TO PIPE LINE AND ROAD ALONG IT ON RIDGE.
 PX0392'MAKE RIGHT TURN ALONG PIPE LINE TOWARD ROCK CROSS AND
 PX0392'FOLLOW ROAD ALONG PIPE LINE 1.4 MILES TO WHERE IT SWINGS TO
 PX0392'LEFT UP ALONG DRAW AND DIM ROAD FORKS TO RIGHT AND
 PX0392'CROSSES DRAW NEAR ITS MOUTH JUST BELOW EXPOSED SECTION OF
 PX0392'PIPE IN DRAW.  CROSS SMALL DRAW TO RIGHT HERE AND FOLLOW
 PX0392'ALONG LARGER DRAW ABOUT 100 FEET.  HERE A VERY DIM WAGON
 PX0392'ROAD CAN BE SEEN CROSSING LARGE DRAW TO RIGHT.  TURN RIGHT ON
 PX0392'THIS DIM ROAD AND FOLLOW IT AS IT WINDS UP ONTO MESA AND
 PX0392'ALONG TOP OF MESA.  CONTINUE ALONG IT UNTIL ROCK CAIRN CAN
 PX0392'BE SEEN TO RIGHT.  THEN BEAR RIGHT AND STATION.  IT IS
 PX0392'ABOUT 1-1/2 MILES FROM PIPE LINE IN DRAW TO STATION.
 PX0392'TRUCK CAN BE DRIVEN ALONG ROAD UP ONTO MESA ONLY IN DRY
 PX0392'WEATHER.  BE VERY CAREFUL OF HIGH CENTERS.  MARKED BY
 PX0392'STANDARD DISK STATION MARK SURROUNDED BY TRIANGLE CHISELED
 PX0392'IN OUTCROPPING BEDROCK.  REFERENCE MARKS ARE
 PX0392'STANDARD DISK REFERENCE MARKS IN OUTCROPPING BEDROCK.
 PX0392'NO. 1 IS 33.394 METERS (109.56 FEET) FROM STATION.
 PX0392'NO. 2 IS 8.070 METERS (26.48 FEET)
 PX0392'FROM STATION.  U.S.G.S. CAIRN NEAR
 PX0392'STATION SAGE IS 9.22 METERS (30.2 FEET) FROM STATION N 83 DEG 04
 PX0392'MIN W.
 PX0392
 PX0392                          STATION RECOVERY (1957)
 PX0392
 PX0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0392'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 PX0392'CONDITION.  A DESCREPANCY WAS NOTED IN THE MEASURED DISTANCES
 PX0392'TO THE REFERENCE MARKS.  THE USGS CAIRN HAS BEEN TORN DOWN.
 PX0392'
 PX0392'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 310 AND STATE HIGHWAY
 PX0392'114, AT DEAVER, GO SOUTHWESTERLY ON STATE HIGHWAY 114 FOR 4.25
 PX0392'MILES TO A RAILROAD CROSSING.  CROSS TRACKS AND CONTINUE
 PX0392'ON HIGHWAY FOR 0.15 MILE TO A SIDE ROAD RIGHT AT SIGN MULE
 PX0392'CREEK.  TURN RIGHT, NORTHWEST, AND FOLLOW GRAVEL ROAD FOR 0.15
 PX0392'MILE TO A FORK.  TAKE LEFT FORK FOR A SHORT DISTANCE TO A SIDE
 PX0392'ROAD LEFT.  CONTINUE STRAIGHT AHEAD AND FOLLOW MAIN, GRADED,
 PX0392'DIRT ROAD NORTHWESTERLY FOR 2.5 MILES TO BRIDGE OVER CANAL AND
 PX0392'WIRE GATE.  CROSS BRIDGE, PASS THROUGH WIRE GATE AND CONTINUE
 PX0392'ABOUT 50 YARDS TO A FORK.  TAKE LEFT FORK AND FOLLOW BLADED
 PX0392'ROAD SOUTHWEST FOR 0.45 MILE TO A FORK.  TAKE LEFT FORK AND
 PX0392'FOLLOW MAIN ROAD SOUTHERLY FOR 1.85 MILES TO A SIDE ROAD
 PX0392'SHARP RIGHT.  CONTINUE FOR 0.1 MILE TO A FORK.  TAKE LEFT
 PX0392'FORK AND CONTINUE SOUTHERLY FOR 0.65 MILE TO TOP OF MESA
 PX0392'WHERE OIL ROAD STARTS.  (TO REACH AZIMUTH MARK FROM
 PX0392'THIS POINT, CONTINUE STRAIGHT AHEAD ON OILED ROAD FOR
 PX0392'0.1 MILE TO AZIMUTH MARK ABOUT 30 YARDS ON RIGHT IN
 PX0392'LARGE BOULDER) TURN SHARP LEFT AND PICK WAY
 PX0392'NORTHEASTERLY FOR ABOUT 0.1 MILE, THENCE LEFT ABOUT 50 YARDS
 PX0392'TO HIGHEST POINT OF RISE AND STATION.
 PX0392
 PX0392                          STATION RECOVERY (1964)
 PX0392
 PX0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (MLG)
 PX0392'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 PX0392'AS DESCRIBED IN GOOD CONDITION.
 PX0392
 PX0392                          STATION RECOVERY (1973)
 PX0392
 PX0392'RECOVERY NOTE BY US AIR FORCE 1973
 PX0392'STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED AS
 PX0392'DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0421 ***********************************************************************
 OU0421  DESIGNATION -  SAGE
 OU0421  PID         -  OU0421
 OU0421  STATE/COUNTY-  WY/CONVERSE
 OU0421  USGS QUAD   -  WHIPPLE HOLLOW (1984)
 OU0421
 OU0421                         *CURRENT SURVEY CONTROL
 OU0421  ___________________________________________________________________
 OU0421* NAD 83(1993)-  43 01 08.78585(N)    105 33 00.21642(W)     ADJUSTED  
 OU0421* NAVD 88     -      1712.8    (meters)    5619.     (feet)  VERTCON   
 OU0421  ___________________________________________________________________
 OU0421  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 OU0421  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 OU0421
 OU0421  HORZ ORDER  -  FIRST
 OU0421
 OU0421.The horizontal coordinates were established by classical geodetic methods
 OU0421.and adjusted by the National Geodetic Survey in January 1997..
 OU0421
 OU0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0421
 OU0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0421
 OU0421.The geoid height was determined by GEOID03.
 OU0421
 OU0421;                    North         East     Units Scale Factor Converg.
 OU0421;SPC WY E     -   279,847.652   168,749.352   MT  0.99994951   -0 15 41.6
 OU0421;UTM  13      - 4,763,083.404   455,179.353   MT  0.99962471   -0 22 31.0
 OU0421
 OU0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0421!SPC WY E     -   0.99973377  x   0.99994951  =   0.99968329
 OU0421!UTM  13      -   0.99973377  x   0.99962471  =   0.99935858
 OU0421
 OU0421:                Primary Azimuth Mark                     Grid Az
 OU0421:SPC WY E     -  SAGE AZ MK                               113 24 17.5
 OU0421:UTM  13      -  SAGE AZ MK                               113 31 06.9
 OU0421
 OU0421|---------------------------------------------------------------------|
 OU0421| PID    Reference Object                     Distance      Geod. Az  |
 OU0421|                                                           dddmmss.s |
 OU0421| CQ4844 SAGE AZ MK                                         1130835.9 |
 OU0421| CQ4845 SAGE RM 1                            18.512 METERS 28543     |
 OU0421| CQ4846 SAGE RM 2                            20.028 METERS 35152     |
 OU0421|---------------------------------------------------------------------|
 OU0421
 OU0421                          SUPERSEDED SURVEY CONTROL
 OU0421
 OU0421  NAD 83(1986)-  43 01 08.76587(N)    105 33 00.19997(W) AD(       ) 1
 OU0421  NAD 27      -  43 01 08.88600(N)    105 32 58.23800(W) AD(       ) 1
 OU0421  NGVD 29 (07/19/86) 1711.9    (m)         5616.     (f) VERT ANG       
 OU0421
 OU0421.Superseded values are not recommended for survey control.
 OU0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0421.See file dsdata.txt to determine how the superseded data were derived.
 OU0421
 OU0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5517963083(NAD 83)
 OU0421_MARKER: DS = TRIANGULATION STATION DISK
 OU0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0421
 OU0421  HISTORY     - Date     Condition        Report By
 OU0421  HISTORY     - 1938     MONUMENTED       CGS
 OU0421  HISTORY     - 1948     GOOD             CGS
 OU0421
 OU0421                          STATION DESCRIPTION
 OU0421
 OU0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OU0421'STATION SAGE LOCATED IN EASTERN WYOMING, IN THE CENTRAL PART
 OU0421'OF CONVERSE COUNTY.  ABOUT 20 MILES AIRLINE NORTHWEST OF DOUGLAS.
 OU0421'ABOUT 20 MILES AIRLINE NORTHEAST OF GLENROCK.  IN THE SOUTHWEST
 OU0421'1/4 OF SECTION 7, TWP. 35N., R. 72 W.
 OU0421'
 OU0421'STATION SAGE IS REACHED FROM THE BRIDGE ACROSS THE NORTH PLATTE
 OU0421'RIVER, ON U.S. HIGHWAY 20, BY GOING WEST 2.0 MILES TO A FORK.
 OU0421'TAKE RIGHT FORK FOR 2.35 MILES TO ANOTHER FORK.  TAKE LEFT
 OU0421'FORK JUST BEFORE CROSSING R.R. TRACKS AND GO 3.35 MILES TO A
 OU0421'R.R. CROSSING.  CROSS TRACKS AND CONTINUE ON MAIN ROAD 1.65 MILES
 OU0421'TO A ROAD FORK.  TAKE RIGHT FORK AND GO THROUGH UNDER-PASS
 OU0421'0.35 MILES TO ANOTHER FORK.  TAKE RIGHT FORK AND GO NORTH 7.55
 OU0421'MILES TO A CROSS-ROADS AND A CATTLE GUARD ON LEFT.  TURN LEFT
 OU0421'AND GO 1.65 MILES TO A SCHOOL-HOUSE ON LEFT, TURN RIGHT AND
 OU0421'GO NORTH 2.75 MILES TO WHERE THE MAIN ROAD TURNS LEFT AT TWO
 OU0421'MAIL-BOXES.  TURN LEFT AND GO 0.65 MILES TO A GATE IN
 OU0421'FENCE.  FOLLOW ALONG SOUTH SIDE OF FENCE, WEST AND
 OU0421'NORTHWEST, FOR 1.25 MILES TO TOP OF HILL AND STATION.
 OU0421'AZIMUTH MARK IS 100 FEET S OF ROAD AT EAST END OF THE
 OU0421'STATION RIDGE.
 OU0421
 OU0421                          STATION RECOVERY (1948)
 OU0421
 OU0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 OU0421'STATION RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS FOUND
 OU0421'IN GOOD CONDITION, WITH THE EXCEPTION OF DISTANCES TO BOTH
 OU0421'REFERENCE MARK.  THE CORRECT DISTANCES ARE GIVEN BELOW.  A NEW
 OU0421'AND CORRECT DESCRIPTION IS AS FOLLOWS--
 OU0421'
 OU0421'STATION MARK IS LOCATED IN T. 35 N., R. 72 W., SW 1/4 OF SEC.
 OU0421'7, ABOUT 20 MILES AIRLINE NORTHWEST OF DOUGLAS, 20 MILES AIRLINE
 OU0421'NORTHEAST OF GLENROCK, ON HIGHEST POINT OF GRASSY HILL, ABOUT
 OU0421'60 PACES SOUTH OF TRACK ROAD, 5 FEET WEST OF WHITE WITNESS
 OU0421'POST, PROJECTS 4 INCHES, AND IS STAMPED SAGE 1938.
 OU0421'
 OU0421'REFERENCE MARK NO. 1 IS ABOUT 18 INCHES LOWER THAN STATION,
 OU0421'PROJECTS 8 INCHES AND IS STAMPED SAGE NO 1 1938.
 OU0421'
 OU0421'REFERENCE MARK NO. 2 IS ABOUT 16 INCHES LOWER THAN STATION,
 OU0421'ABOUT 20 PACES SOUTH OF TRACK ROAD, PROJECTS 8 INCHES
 OU0421'AND STAMPED SAGE NO 2 1938.
 OU0421'
 OU0421'AZIMUTH MARK IS LOCATED ABOUT 100 FEET SOUTH OF TRACK ROAD,
 OU0421'4 PACES WEST OF FENCE, 2 FEET NORTHWEST OF WHITE WITNESS POST,
 OU0421'PROJECTS 12 INCHES AND STAMPED SAGE 1938.
 OU0421'
 OU0421'REACHED FROM THE RAILROAD CROSSING IN DOUGLAS, BY GOING WEST
 OU0421'ON U.S. HIGHWAY 20 AND 87 FOR 2.5 MILES TO A GRADED ROAD ON
 OU0421'RIGHT.  TURN RIGHT, NORTH, ON GRADED ROAD AND GO 2.4 MILES TO
 OU0421'FORK, JUST BEFORE REACHING A RAILROAD CROSSING.  TAKE LEFT
 OU0421'FORK AND GO 3.45 MILES TO FORK AT RAILROAD CROSSING.  TAKE
 OU0421'RIGHT FORK, CROSSING RAILROAD TRACK, AND FOLLOW MAIN ROAD FOR
 OU0421'1.75 MILE TO FORK, JUST AFTER PASSING THROUGH AN UNDERPASS.
 OU0421'KEEP RIGHT FORK, STRAIGHT AHEAD, AND GO 1.7 MILE TO FORK.
 OU0421'KEEP RIGHT FORK AND GO 0.35 MILE TO A DIM ROAD ON RIGHT.
 OU0421'TURN RIGHT AND GO SHORT DISTANCE TO GATE.  PASS THROUGH AND
 OU0421'GO 0.7 MILE TO GATE.  PASS THROUGH AND CONTINUE 1.2 MILE TO
 OU0421'GATE.  PASS THROUGH AND CONTINUE FOR 0.8 MILE TO GATE.
 OU0421'PASS THROUGH AND CONTINUE 1.0 MILE TO GATE.  PASS THROUGH
 OU0421'AND CONTINUE FOR 1.0 MILE TO GATE.  PASS THROUGH AND
 OU0421'CONTINUE FOR 2.1 MILES TO DIM CROSSROAD.  CONTINUE STRAIGHT
 OU0421'AHEAD, NORTH, FOR 1.3 MILE TO OLD FARM BUILDINGS.  GO TO
 OU0421'RIGHT OF BUILDING IN NORTHEAST DIRECTION FOR 0.15 MILE TO
 OU0421'TRACK ROAD.  TURN LEFT, NORTH, AND GO 1.5 MILE TO FENCE
 OU0421'CORNER.  CONTINUE WEST ON ROAD FOR 1.0 MILE TO GATE IN
 OU0421'FENCE.  PASS THROUGH AND FOLLOW TRACK ROAD FOR 0.6 MILE TO
 OU0421'TOP OF HILL, FENCELINE, AND END OF TRUCK TRAVEL.  (AZIMUTH
 OU0421'MARK IS AT THIS POINT AS DESCRIBED ABOVE) PACK WEST FOR
 OU0421'ABOUT 0.25 MILE TO STATION AS DESCRIBED ABOVE.  A 5 MINUTE
 OU0421'PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0520 ***********************************************************************
 PV0520  DESIGNATION -  SAGE
 PV0520  PID         -  PV0520
 PV0520  STATE/COUNTY-  WY/CROOK
 PV0520  USGS QUAD   -  PAGE DRAW (1984)
 PV0520
 PV0520                         *CURRENT SURVEY CONTROL
 PV0520  ___________________________________________________________________
 PV0520* NAD 83(1993)-  44 56 57.05695(N)    104 38 59.21023(W)     ADJUSTED  
 PV0520* NAVD 88     -      1168.68   (+/-2cm)    3834.2    (feet)  VERTCON   
 PV0520  ___________________________________________________________________
 PV0520  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 PV0520  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 PV0520
 PV0520  HORZ ORDER  -  FIRST
 PV0520  VERT ORDER  -  THIRD ? (See Below)
 PV0520
 PV0520.The horizontal coordinates were established by classical geodetic methods
 PV0520.and adjusted by the National Geodetic Survey in January 1998..
 PV0520
 PV0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0520.The vertical order pertains to the NGVD 29 superseded value.
 PV0520
 PV0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0520
 PV0520.The geoid height was determined by GEOID03.
 PV0520
 PV0520;                    North         East     Units Scale Factor Converg.
 PV0520;SPC WY E     -   494,347.303   240,788.291   MT  0.99995795   +0 21 54.6
 PV0520;SPC MT       -    89,564.452   982,529.582   MT  1.00003088   +3 32 52.6
 PV0520;SPC MT       -   293,846.63  3,223,522.25   iFT  1.00003088   +3 32 52.6
 PV0520;UTM  13      - 4,977,364.896   527,627.033   MT  0.99960939   +0 14 50.7
 PV0520
 PV0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0520!SPC WY E     -   0.99981906  x   0.99995795  =   0.99977702
 PV0520!SPC MT       -   0.99981906  x   1.00003088  =   0.99984993
 PV0520!UTM  13      -   0.99981906  x   0.99960939  =   0.99942852
 PV0520
 PV0520|---------------------------------------------------------------------|
 PV0520| PID    Reference Object                     Distance      Geod. Az  |
 PV0520|                                                           dddmmss.s |
 PV0520| CQ4848 SAGE RM 1                             8.603 METERS 02840     |
 PV0520| CQ4847 SAGE AZ MK                                         0964458.1 |
 PV0520| CQ4849 SAGE RM 2                            10.589 METERS 15013     |
 PV0520|---------------------------------------------------------------------|
 PV0520
 PV0520                          SUPERSEDED SURVEY CONTROL
 PV0520
 PV0520  NAD 83(1993)-  44 56 57.05635(N)    104 38 59.21011(W) AD(       ) 1
 PV0520  NAD 83(1986)-  44 56 57.04408(N)    104 38 59.19759(W) AD(       ) 1
 PV0520  NAD 27      -  44 56 57.09700(N)    104 38 57.33100(W) AD(       ) 1
 PV0520  NGVD 29 (07/19/86) 1168.10   (m)         3832.3    (f) LEVELING    3  
 PV0520
 PV0520.Superseded values are not recommended for survey control.
 PV0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0520.See file dsdata.txt to determine how the superseded data were derived.
 PV0520
 PV0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK2762777365(NAD 83)
 PV0520_MARKER: DS = TRIANGULATION STATION DISK
 PV0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0520
 PV0520  HISTORY     - Date     Condition        Report By
 PV0520  HISTORY     - 1949     MONUMENTED       CGS
 PV0520
 PV0520                          STATION DESCRIPTION
 PV0520
 PV0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0520'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE LOW ROLLING
 PV0520'HILLS THAT ARE ABOUT 13 MILES WEST SOUTHWEST OF THE VILLAGE
 PV0520'OF ALZADA, 19 MILES NORTH OF THE VILLAGE OF HULETT, AND ABOUT
 PV0520'19 MILES EAST SOUTHEAST OF THE VILLAGE OF RIDGE.
 PV0520'
 PV0520'THE STATION CAN BE REACHED FROM MAIN PART OF ALZADA BY GOING
 PV0520'NORTHWEST ON HIGHWAY U.S. 212 FOR ABOUT 0.7 MILE TO A LARGE
 PV0520'STEEL BRIDGE.  CROSS THE BRIDGE AND CONTINUE ON THE HIGHWAY
 PV0520'FOR 0.2 MILE TO A GRAVEL ROAD LEADING TO THE LEFT.  TURN LEFT,
 PV0520'WEST, AND FOLLOW THE MAIN GRADED ROAD FOR 5.9 MILES TO THE
 PV0520'INTERSECTION OF A ROAD FROM THE LEFT.  CONTINUE STRAIGHT AHEAD
 PV0520'ON THE MAIN ROAD FOR 5.2 MILES TO A ROAD TO THE LEFT.  TURN
 PV0520'LEFT, SOUTH, AND FOLLOW THE BLADED ROAD FOR 2.0 MILES TO A
 PV0520'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR 1.2 MILES TO
 PV0520'ANOTHER GATE JUST AFTER CROSSING A STREAM.  PASS THROUGH THE
 PV0520'GATE AND CONTINUE SOUTH FOR 2.4 MILES TO A SMALL KNOB ON THE
 PV0520'LEFT.  TURN LEFT OFF THE ROAD AND GO TO THE HIGHEST POINT AND
 PV0520'THE STATION.
 PV0520'
 PV0520'THE STATION MARK IS A STANDARD STATION MARK DISK THAT IS SET IN
 PV0520'THE TOP OF A 10 X 10 INCH CONCRETE POST THAT PROJECTS ABOUT 3
 PV0520'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 9 FEET NORTHEAST
 PV0520'OF A WHITE WITNESS POST, 120 FEET SOUTH OF A WIRE FENCE, AND
 PV0520'240 FEET NORTH OF A TRACK ROAD.  IT IS STAMPED SAGE 1949.
 PV0520'
 PV0520'REFERENCE MARK NUMBER 1, STAMPED SAGE NO 1 1949, IS A STANDARD
 PV0520'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH
 PV0520'CONCRETE POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE
 PV0520'OF THE GROUND.  IT IS 90 FEET SOUTH OF A WIRE FENCE AND 270
 PV0520'FEET NORTH OF THE ROAD.
 PV0520'
 PV0520'REFERENCE MARK NUMBER 2, STAMPED SAGE NO 2 1949, IS A STANDARD
 PV0520'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH
 PV0520'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE
 PV0520'OF THE GROUND.  IT IS 220 FEET NORTH OF THE ROAD.
 PV0520'
 PV0520'THE AZIMUTH MARK, STAMPED SAGE 1949, IS A STANDARD AZIMUTH MARK
 PV0520'DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST
 PV0520'THAT PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 PV0520'IT IS ON THE EAST SIDE OF A SMALL OPENING, 180 FEET NORTH OF THE
 PV0520'TRACK ROAD AND IS MARKED BY A WHITE WITNESS POST 3 FEET TO THE
 PV0520'WEST.  IT CAN BE REACHED FROM THE STATION BY GOING SOUTH TO THE
 PV0520'TRACK ROAD, THEN NORTHEAST ON THE ROAD FOR 0.2 MILE TO THE
 PV0520'OPENING THAT THE MARK IS IN.
 PV0520'
 PV0520'HEIGHT OF LIGHT ABOVE STATION MARK 1.10 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0782 ***********************************************************************
 MR0782  DESIGNATION -  SAGE CREEK
 MR0782  PID         -  MR0782
 MR0782  STATE/COUNTY-  WY/UINTA
 MR0782  USGS QUAD   -  REED RESERVOIR (1980)
 MR0782
 MR0782                         *CURRENT SURVEY CONTROL
 MR0782  ___________________________________________________________________
 MR0782* NAD 83(1993)-  41 09 02.31122(N)    110 07 40.17212(W)     ADJUSTED  
 MR0782* NAVD 88     -      2559.6    (meters)    8398.     (feet)  VERTCON   
 MR0782  ___________________________________________________________________
 MR0782  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 MR0782  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 MR0782
 MR0782  HORZ ORDER  -  THIRD
 MR0782
 MR0782.The horizontal coordinates were established by classical geodetic methods
 MR0782.and adjusted by the National Geodetic Survey in January 1997..
 MR0782
 MR0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0782
 MR0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0782
 MR0782.The geoid height was determined by GEOID03.
 MR0782
 MR0782;                    North         East     Units Scale Factor Converg.
 MR0782;SPC WY W     -   172,250.581   796,265.405   MT  0.99993767   -0 01 45.4
 MR0782;UTM  12      - 4,555,846.528   573,184.328   MT  0.99966592   +0 34 26.2
 MR0782
 MR0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0782!SPC WY W     -   0.99960086  x   0.99993767  =   0.99953855
 MR0782!UTM  12      -   0.99960086  x   0.99966592  =   0.99926691
 MR0782
 MR0782:                Primary Azimuth Mark                     Grid Az
 MR0782:SPC WY W     -  LONE TREE ET TP                          233 59 59.3
 MR0782:UTM  12      -  LONE TREE ET TP                          233 23 47.7
 MR0782
 MR0782|---------------------------------------------------------------------|
 MR0782| PID    Reference Object                     Distance      Geod. Az  |
 MR0782|                                                           dddmmss.s |
 MR0782| MR0780 LONE TREE ET TP                     APPROX. 8.3 KM 2335813.9 |
 MR0782|---------------------------------------------------------------------|
 MR0782
 MR0782                          SUPERSEDED SURVEY CONTROL
 MR0782
 MR0782  NAD 83(1986)-  41 09 02.29664(N)    110 07 40.16159(W) AD(       ) 3
 MR0782  NAD 27      -  41 09 02.47911(N)    110 07 37.61257(W) AD(       ) 3
 MR0782  NGVD 29 (07/19/86) 2558.2    (m)         8393.     (f) VERT ANG       
 MR0782
 MR0782.Superseded values are not recommended for survey control.
 MR0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0782.See file dsdata.txt to determine how the superseded data were derived.
 MR0782
 MR0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7318455847(NAD 83)
 MR0782_MARKER: DD = SURVEY DISK
 MR0782_SETTING: 80 = SET IN A BOULDER
 MR0782_SP_SET: SET IN DRILL HOLE IN A BOULDER
 MR0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0782+STABILITY: SURFACE MOTION
 MR0782
 MR0782  HISTORY     - Date     Condition        Report By
 MR0782  HISTORY     - 1958     MONUMENTED       USFS
 MR0782  HISTORY     - 1964     SEE DESCRIPTION  USGS
 MR0782
 MR0782                          STATION DESCRIPTION
 MR0782
 MR0782'DESCRIBED BY US FOREST SERVICE 1958
 MR0782'THE STATION LOCATED NEAR THE N. END OF SAGE CREEK MOUNTAIN, A LARGE
 MR0782'PROMINENT PLATEAU, AND ABOUT 120 YDS. SW. OF A CLUMP OF LARGE PINES,
 MR0782'WHICH GROW OVER THE N. SLOPE.
 MR0782'
 MR0782'RECOVERY NOTE AS FOLLOWS
 MR0782'
 MR0782'STATION LOCATED APPROXIMATELY 16 MI. (AIRLINE) SE. OF FT. BRIDGER
 MR0782'AND 5-1/2 MI. N. OF LONETREE.  IT IS ON THE N. END OF A BUTTE LOCALLY
 MR0782'KNOWN AS SAGE CREEK BUTTE.
 MR0782'
 MR0782'ROUTE TO STATION--FROM THE POST OFFICE AT MOUNTAINVIEW, GO SE. ON RD.
 MR0782'TOWARDS LONETREE 13.2 MI.  TURN LEFT ON TRACK RD.  AT 13.9 MI. TAKE
 MR0782'RD. TO LEFT AT FORK, TAKE LEFT FORK AT 17.1 MI.  AT 19.2 MI. REACH
 MR0782'TOP OF N. END OF SAGE CREEK BUTTE.  DRIVE E. 0.1 MI. TO STATION.
 MR0782
 MR0782                          STATION RECOVERY (1964)
 MR0782
 MR0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MR0782'RECOVERED.
 MR0782'
 MR0782'STATION MARK--STATION MARK IS A STANDARD U.S. DEPARTMENT OF
 MR0782'AGRICULTURE, FOREST SERVICE, BRONZE TABLET, CEMENTED IN DRILL HOLE
 MR0782'IN TOP OF BURIED BOULDER.  TABLET IS STAMPED, ---SAGE CREEK 1958---.
 MR0782'
 MR0782'NOTE--DRILL HOLE FOR USGS STATION FOUND IN PIECE OF ROCK WHICH HAS
 MR0782'DISINTEGRATED.  NEW TABLET SET IN EXACT SPOT AS NEARLY AS POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0640 ***********************************************************************
 MP0640  DESIGNATION -  SAGE ET
 MP0640  PID         -  MP0640
 MP0640  STATE/COUNTY-  WY/CARBON
 MP0640  USGS QUAD   -  DIVIDE PEAK (1983)
 MP0640
 MP0640                         *CURRENT SURVEY CONTROL
 MP0640  ___________________________________________________________________
 MP0640* NAD 83(1993)-  41 22 05.70694(N)    107 13 09.64451(W)     ADJUSTED  
 MP0640* NAVD 88     -      2463.1    (meters)    8081.     (feet)  VERTCON   
 MP0640  ___________________________________________________________________
 MP0640  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 MP0640  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 MP0640
 MP0640  HORZ ORDER  -  THIRD
 MP0640
 MP0640.The horizontal coordinates were established by classical geodetic methods
 MP0640.and adjusted by the National Geodetic Survey in January 1997..
 MP0640
 MP0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0640
 MP0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0640
 MP0640.The geoid height was determined by GEOID03.
 MP0640
 MP0640;                    North         East     Units Scale Factor Converg.
 MP0640;SPC WYEC     -   196,421.910   409,536.200   MT  0.99993862   +0 04 31.2
 MP0640;UTM  13      - 4,582,014.296   314,386.382   MT  1.00002401   -1 28 01.8
 MP0640
 MP0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0640!SPC WYEC     -   0.99961570  x   0.99993862  =   0.99955434
 MP0640!UTM  13      -   0.99961570  x   1.00002401  =   0.99963970
 MP0640
 MP0640:                Primary Azimuth Mark                     Grid Az
 MP0640:SPC WYEC     -  22 DHW                                   111 12 12.9
 MP0640:UTM  13      -  22 DHW                                   112 44 45.9
 MP0640
 MP0640|---------------------------------------------------------------------|
 MP0640| PID    Reference Object                     Distance      Geod. Az  |
 MP0640|                                                           dddmmss.s |
 MP0640| MP0637 22 DHW                              APPROX. 8.5 KM 1111644.1 |
 MP0640|---------------------------------------------------------------------|
 MP0640
 MP0640                          SUPERSEDED SURVEY CONTROL
 MP0640
 MP0640  NAD 83(1986)-  41 22 05.69786(N)    107 13 09.63646(W) AD(       ) 3
 MP0640  NAD 27      -  41 22 05.83594(N)    107 13 07.43507(W) AD(       ) 3
 MP0640  NGVD 29 (07/19/86) 2461.9    (m)         8077.     (f) VERT ANG       
 MP0640
 MP0640.Superseded values are not recommended for survey control.
 MP0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0640.See file dsdata.txt to determine how the superseded data were derived.
 MP0640
 MP0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF1438682014(NAD 83)
 MP0640_MARKER: DD = SURVEY DISK
 MP0640_SETTING: 0 = UNSPECIFIED SETTING
 MP0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0640
 MP0640  HISTORY     - Date     Condition        Report By
 MP0640  HISTORY     - 1959     MONUMENTED       USGS
 MP0640
 MP0640                          STATION DESCRIPTION
 MP0640
 MP0640'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0640'LOCATED ABOUT 0.6 MI. (AIRLINE) N. OF THE HEAD OF SAVERY CREEK AND
 MP0640'ABOUT 0.3 MI. (AIRLINE) E. OF RAWLINS-SANDSTONE RANGER STATION ROAD.
 MP0640'ON THE W. END OF A RIDGE RUNNING W. FROM A LARGE RIDGE, WHICH THE
 MP0640'CONTINENTAL DIVIDE FOLLOWS.
 MP0640'
 MP0640'TO REACH FROM POST OFFICE IN SARATOGA, WYOMING, GO W. ON GRADED RD.
 MP0640'12.3 MI. TO A BRIDGE OVER JACK CREEK, ABOUT 1.0 MI. S. OF THE
 MP0640'CONFLUENCE OF JACK CREEK AND WILLOW CREEK, CROSS BRIDGE AND GO 4.9
 MP0640'MI. W. TO A Y-RD., TAKE LEFT FORK 4.0 MI. TO A Y-RD., TAKE RIGHT
 MP0640'FORK 1.4 MI. TO A Y-RD., TAKE LEFT FORK 1.2 MI. TO A Y-RD., TAKE
 MP0640'RIGHT FORK 2.3 MI. TO THE RAWLINS-SANDSTONE RANGER STATION ROAD,
 MP0640'TURN RIGHT (N.) AND GO 1.8 MI., TURN RIGHT (E.), GO CROSS COUNTRY
 MP0640'UP DRAIN TO RIDGE AND THE W. POINT OF A SPUR RIDGE AND STATION SITE.
 MP0640'
 MP0640'STATION MARK--STANDARD TABLET, STAMPED ---SAGE 1959---, BRAZED TO
 MP0640'THE TOP OF A 2 IN. PIPE PROTRUDING 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0420 ***********************************************************************
 NR0420  DESIGNATION -  SAGE HEN
 NR0420  PID         -  NR0420
 NR0420  STATE/COUNTY-  WY/NATRONA
 NR0420  USGS QUAD   -  ERVAY BASIN SW (1984)
 NR0420
 NR0420                         *CURRENT SURVEY CONTROL
 NR0420  ___________________________________________________________________
 NR0420* NAD 83(1993)-  42 46 09.49549(N)    107 26 17.92209(W)     ADJUSTED  
 NR0420* NAVD 88     -      2452.8    (meters)    8047.     (feet)  VERTCON   
 NR0420  ___________________________________________________________________
 NR0420  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 NR0420  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 NR0420
 NR0420  HORZ ORDER  -  THIRD
 NR0420
 NR0420.The horizontal coordinates were established by classical geodetic methods
 NR0420.and adjusted by the National Geodetic Survey in January 1997..
 NR0420
 NR0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0420
 NR0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0420
 NR0420.The geoid height was determined by GEOID03.
 NR0420
 NR0420;                    North         East     Units Scale Factor Converg.
 NR0420;SPC WYEC     -   352,032.627   391,408.545   MT  0.99993841   -0 04 16.6
 NR0420;UTM  13      - 4,738,080.278   300,510.535   MT  1.00008962   -1 39 22.6
 NR0420
 NR0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0420!SPC WYEC     -   0.99961740  x   0.99993841  =   0.99955583
 NR0420!UTM  13      -   0.99961740  x   1.00008962  =   0.99970698
 NR0420
 NR0420:                Primary Azimuth Mark                     Grid Az
 NR0420:SPC WYEC     -  GOLPHER                                  088 21 23.0
 NR0420:UTM  13      -  GOLPHER                                  089 56 29.0
 NR0420
 NR0420|---------------------------------------------------------------------|
 NR0420| PID    Reference Object                     Distance      Geod. Az  |
 NR0420|                                                           dddmmss.s |
 NR0420| NR0415 GOLPHER                             APPROX. 6.2 KM 0881706.4 |
 NR0420|---------------------------------------------------------------------|
 NR0420
 NR0420                          SUPERSEDED SURVEY CONTROL
 NR0420
 NR0420  NAD 83(1986)-  42 46 09.48672(N)    107 26 17.92002(W) AD(       ) 3
 NR0420  NAD 27      -  42 46 09.64262(N)    107 26 15.67932(W) AD(       ) 3
 NR0420  NGVD 29 (07/19/86) 2451.7    (m)         8044.     (f) VERT ANG       
 NR0420
 NR0420.Superseded values are not recommended for survey control.
 NR0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0420.See file dsdata.txt to determine how the superseded data were derived.
 NR0420
 NR0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0051138080(NAD 83)
 NR0420
 NR0420  HISTORY     - Date     Condition        Report By
 NR0420  HISTORY     - 1950     MONUMENTED       USGS
 NR0420  HISTORY     - 1957     GOOD             USGS
 NR0420
 NR0420                          STATION DESCRIPTION
 NR0420
 NR0420'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0420'RECOVERED IN GOOD CONDITION.
 NR0420'
 NR0420'STATION IS LOCATED ON HIGHEST PART OF MOUNTAIN LOCALLY KNOWN AS BLACK
 NR0420'MOUNTAIN, IN THE SW. 1/4 SEC. 1, T 32 N, R 88 W.  BY AIRLINE IS ABOUT
 NR0420'28 MI. N. OF MUDDY GAP AND 39 MI. E. OF SANDRAW PUMPING STATION.
 NR0420'
 NR0420'TO REACH FROM N. END OF INDEPENDENCE ROCK, WYOMING, GO E. ON WYOMING
 NR0420'HIGHWAY 220 4.2 MI. TO JUNCTION DIRT RD. N.  TURN LEFT AND GO 3.2 MI.
 NR0420'TO CATTLEGUARD AT Y-RD.  KEEP STRAIGHT RIGHT 6.9 MI. TO BRIDGE, THENCE
 NR0420'ON MAIN TRAVELED RD. 0.2 MI. TO Y-RD.  TAKE RIGHT NORTHEASTERLY 0.9
 NR0420'MI. TO GATE.  THENCE NORTHEASTERLY 0.9 MI. TO Y-RD.  TAKE LEFT
 NR0420'NORTHERLY 1.2 MI. TO Y-RD.  TAKE LEFT ON MAIN TRAVELED RD. 4.3 MI.
 NR0420'TO GATE, THENCE 0.1 MI. TO Y-RD.  TAKE LEFT N. 1.6 MI. TO GATE.
 NR0420'CONTINUE 1.5 MI. TO GATE.  CONTINUE 1.3 MI. TO GATE, THENCE 0.4 MI.
 NR0420'TO JUNCTION E-W. TRAIL, TAKE LEFT W. 1.95 MI. TO END OF TRAIL AT
 NR0420'RESERVOIR.  THENCE W-SW. CROSS COUNTRY APPROXIMATELY 2.0 MI. TO TOP
 NR0420'OF BLACK MOUNTAIN AND STATION SITE.
 NR0420'
 NR0420'STATION MARK--STANDARD BRONZE TABLET SET IN IRREGULAR MASS OF CONCRETE
 NR0420'PROJECTING 8 IN., AND STAMPED ---SAGE HEN 1950 8041---.
 NR0420'
 NR0420'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET SET IN DRILL HOLE IN
 NR0420'BLACK ROCK OUTCROP, AND STAMPED ---SAGE HEN NO. 1 1950---, AND IS
 NR0420'53.20 FT. W. OF STATION, S 67 DEG 36 MIN E.
 NR0420'
 NR0420'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET CEMENTED IN ROCK OUTCROP,
 NR0420'AND STAMPED ---SAGE HEN NO. 2 1950---, AND IS 30.30 FT. N. OF STATION,
 NR0420'S 40 DEG 22 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0555 ***********************************************************************
 NQ0555  DESIGNATION -  SAGEHEN
 NQ0555  PID         -  NQ0555
 NQ0555  STATE/COUNTY-  WY/CONVERSE
 NQ0555  USGS QUAD   -  ORIN (1949)
 NQ0555
 NQ0555                         *CURRENT SURVEY CONTROL
 NQ0555  ___________________________________________________________________
 NQ0555* NAD 83(1993)-  42 43 50.53386(N)    105 09 20.04422(W)     ADJUSTED  
 NQ0555* NAVD 88     -      1637.8    (meters)    5373.     (feet)  VERTCON   
 NQ0555  ___________________________________________________________________
 NQ0555  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 NQ0555  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NQ0555
 NQ0555  HORZ ORDER  -  THIRD
 NQ0555
 NQ0555.The horizontal coordinates were established by classical geodetic methods
 NQ0555.and adjusted by the National Geodetic Survey in January 1997..
 NQ0555
 NQ0555.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0555
 NQ0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0555
 NQ0555.The geoid height was determined by GEOID03.
 NQ0555
 NQ0555;                    North         East     Units Scale Factor Converg.
 NQ0555;SPC WY E     -   247,739.568   200,908.895   MT  0.99993751   +0 00 27.1
 NQ0555;UTM  13      - 4,730,922.354   487,264.686   MT  0.99960200   -0 06 20.0
 NQ0555
 NQ0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0555!SPC WY E     -   0.99974546  x   0.99993751  =   0.99968298
 NQ0555!UTM  13      -   0.99974546  x   0.99960200  =   0.99934756
 NQ0555
 NQ0555:                Primary Azimuth Mark                     Grid Az
 NQ0555:SPC WY E     -  ORIN                                     196 11 53.4
 NQ0555:UTM  13      -  ORIN                                     196 18 40.5
 NQ0555
 NQ0555|---------------------------------------------------------------------|
 NQ0555| PID    Reference Object                     Distance      Geod. Az  |
 NQ0555|                                                           dddmmss.s |
 NQ0555| NQ0556 ORIN                                APPROX. 5.7 KM 1961220.5 |
 NQ0555|---------------------------------------------------------------------|
 NQ0555
 NQ0555                          SUPERSEDED SURVEY CONTROL
 NQ0555
 NQ0555  NAD 83(1986)-  42 43 50.51243(N)    105 09 20.03240(W) AD(       ) 3
 NQ0555  NAD 27      -  42 43 50.62756(N)    105 09 18.11616(W) AD(       ) 3
 NQ0555  NGVD 29 (07/19/86) 1637.0    (m)         5371.     (f) VERT ANG       
 NQ0555
 NQ0555.Superseded values are not recommended for survey control.
 NQ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0555.See file dsdata.txt to determine how the superseded data were derived.
 NQ0555
 NQ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8726530922(NAD 83)
 NQ0555_MARKER: DD = SURVEY DISK
 NQ0555_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0555_SP_SET: SET IN A ROCK LEDGE
 NQ0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0555+STABILITY: POSITION/ELEVATION WELL
 NQ0555
 NQ0555  HISTORY     - Date     Condition        Report By
 NQ0555  HISTORY     - 1947     MONUMENTED       USGS
 NQ0555
 NQ0555                          STATION DESCRIPTION
 NQ0555
 NQ0555'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0555'STATION IS LOCATED ABOUT 4 MI. NNE. OF ORIN JUNCTION AND ABOUT 7 MI.
 NQ0555'W. OF SHAWNEE, ON THE HIGH POINT OF MOST PROMINENT RIDGE IN THIS
 NQ0555'VICINITY, 22 FT. S. OF A ROCK CAIRN.
 NQ0555'
 NQ0555'TO REACH FROM DOUGLAS, GO S. ON U.S. HIGHWAY 87, 3.2 MI. TO RD. FORK,
 NQ0555'TURN LEFT (E.) AND GO 10.5 MI. TO A GATE ON RIGHT, STATION IS ON RIDGE
 NQ0555'DIRECTLY S.  FOLLOW DIM TRAIL ALONG BASE OF RIDGE W. 0.8 MI. TO TOP OF
 NQ0555'SADDLE, PASS THE SADDLE AND TURN LEFT AROUND HILL AND UP DRAIN TO
 NQ0555'RIDGE TOP, THENCE ALONG RIDGE TO STATION, 0.7 MI.
 NQ0555'
 NQ0555'STATION MARK--STANDARD TABLET SET IN LEDGE ROCK AND STAMPED ---SAGEHEN
 NQ0555'1947---.  THE OIL COMPANYS 2 IN. IRON PIPE STATION IS 3.08 FT. S.
 NQ0555'
 NQ0555'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN LEDGE ROCK 55
 NQ0555'FT. NW. OF STATION.
 NQ0555'
 NQ0555'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN LEDGE ROCK 72
 NQ0555'FT. NNE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0459 ***********************************************************************
 PV0459  DESIGNATION -  SAGER
 PV0459  PID         -  PV0459
 PV0459  STATE/COUNTY-  WY/CROOK
 PV0459  USGS QUAD   -  SCHOOLMARM BUTTE (1984)
 PV0459
 PV0459                         *CURRENT SURVEY CONTROL
 PV0459  ___________________________________________________________________
 PV0459* NAD 83(1993)-  44 36 48.78151(N)    104 09 26.02253(W)     ADJUSTED  
 PV0459* NAVD 88     -      1260.8    (meters)    4136.     (feet)  VERTCON   
 PV0459  ___________________________________________________________________
 PV0459  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 PV0459  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0459
 PV0459  HORZ ORDER  -  THIRD
 PV0459
 PV0459.The horizontal coordinates were established by classical geodetic methods
 PV0459.and adjusted by the National Geodetic Survey in January 1998..
 PV0459
 PV0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0459
 PV0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0459
 PV0459.The geoid height was determined by GEOID03.
 PV0459
 PV0459;                    North         East     Units Scale Factor Converg.
 PV0459;SPC WY E     -   457,417.402   280,119.259   MT  1.00001641   +0 42 32.4
 PV0459;UTM  13      - 4,940,367.614   566,868.308   MT  0.99965499   +0 35 30.9
 PV0459
 PV0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0459!SPC WY E     -   0.99980461  x   1.00001641  =   0.99982102
 PV0459!UTM  13      -   0.99980461  x   0.99965499  =   0.99945967
 PV0459
 PV0459:                Primary Azimuth Mark                     Grid Az
 PV0459:SPC WY E     -  SCHOOLMARM                               249 55 55.3
 PV0459:UTM  13      -  SCHOOLMARM                               250 02 56.8
 PV0459
 PV0459|---------------------------------------------------------------------|
 PV0459| PID    Reference Object                     Distance      Geod. Az  |
 PV0459|                                                           dddmmss.s |
 PV0459| PV0460 SCHOOLMARM                          APPROX. 5.6 KM 2503827.7 |
 PV0459|---------------------------------------------------------------------|
 PV0459
 PV0459                          SUPERSEDED SURVEY CONTROL
 PV0459
 PV0459  NAD 83(1993)-  44 36 48.77980(N)    104 09 26.02454(W) AD(       ) 3
 PV0459  NAD 83(1986)-  44 36 48.77196(N)    104 09 26.01481(W) AD(       ) 3
 PV0459  NAD 27      -  44 36 48.82521(N)    104 09 24.22534(W) AD(       ) 3
 PV0459  NGVD 29 (07/19/86) 1260.2    (m)         4135.     (f) VERT ANG       
 PV0459
 PV0459.Superseded values are not recommended for survey control.
 PV0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0459.See file dsdata.txt to determine how the superseded data were derived.
 PV0459
 PV0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK6686840368(NAD 83)
 PV0459_MARKER: H = DRILL HOLE
 PV0459_SETTING: 80 = SET IN A BOULDER
 PV0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0459+STABILITY: SURFACE MOTION
 PV0459
 PV0459  HISTORY     - Date     Condition        Report By
 PV0459  HISTORY     - 1953     MONUMENTED       USGS
 PV0459
 PV0459                          STATION DESCRIPTION
 PV0459
 PV0459'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0459'STATION IS LOCATED 2.0 MI. (AIRLINE) SE. OF ALADDIN, ABOUT 1.0 MI.
 PV0459'SW. OF THE SAGER RANCH ON TOP OF A HIGH GRASS COVERED RIDGE THAT IS
 PV0459'PARTIALLY TIMBERED, IN SEC. 2, R 61 W, T 53 N.
 PV0459'
 PV0459'TO REACH FROM ALADDIN POST OFFICE, GO E. ON STATE SECONDARY HIGHWAY
 PV0459'111 2.5 MI. TO T-RD. S., TURN RIGHT (S.) AND GO 2.1 MI. TO RD. FORK,
 PV0459'TURN RIGHT (W.) AND GO 0.2 MI. TO THE SAGER RANCH, CONTINUE PAST
 PV0459'RANCH W. 0.2 MI. TO RD. FORK, TAKE RIGHT FORK SW. AND GO 1.7 MI.,
 PV0459'TURN LEFT (N.) OFF OF RD. AND GO 0.2 MI. TO TOP OF RIDGE, AT TOP OF
 PV0459'RIDGE TURN RIGHT (E.) AND FOLLOW RIDGE 0.1 MI. TO STATION.
 PV0459'
 PV0459'STATION MARK--A 7/8 IN. DRILL HOLE IN A SANDSTONE BOULDER.
 PV0459'
 PV0459'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0383 ***********************************************************************
 NR0383  DESIGNATION -  SAILOR
 NR0383  PID         -  NR0383
 NR0383  STATE/COUNTY-  WY/CARBON
 NR0383  USGS QUAD   -  SEMINOE DAM NE (1982)
 NR0383
 NR0383                         *CURRENT SURVEY CONTROL
 NR0383  ___________________________________________________________________
 NR0383* NAD 83(1993)-  42 08 22.08540(N)    106 46 15.92918(W)     ADJUSTED  
 NR0383* NAVD 88     -      2525.5    (meters)    8286.     (feet)  VERTCON   
 NR0383  ___________________________________________________________________
 NR0383  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 NR0383  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 NR0383
 NR0383  HORZ ORDER  -  THIRD
 NR0383
 NR0383.The horizontal coordinates were established by classical geodetic methods
 NR0383.and adjusted by the National Geodetic Survey in January 1997..
 NR0383
 NR0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0383
 NR0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0383
 NR0383.The geoid height was determined by GEOID03.
 NR0383
 NR0383;                    North         East     Units Scale Factor Converg.
 NR0383;SPC WYEC     -   282,221.128   446,477.484   MT  0.99996407   +0 22 38.0
 NR0383;UTM  13      - 4,666,779.376   353,640.776   MT  0.99986358   -1 11 18.6
 NR0383
 NR0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0383!SPC WYEC     -   0.99960615  x   0.99996407  =   0.99957024
 NR0383!UTM  13      -   0.99960615  x   0.99986358  =   0.99946979
 NR0383
 NR0383:                Primary Azimuth Mark                     Grid Az
 NR0383:SPC WYEC     -  LOST                                     051 08 46.7
 NR0383:UTM  13      -  LOST                                     052 42 43.3
 NR0383
 NR0383|---------------------------------------------------------------------|
 NR0383| PID    Reference Object                     Distance      Geod. Az  |
 NR0383|                                                           dddmmss.s |
 NR0383| NR0381 LOST                                APPROX. 8.2 KM 0513124.7 |
 NR0383|---------------------------------------------------------------------|
 NR0383
 NR0383                          SUPERSEDED SURVEY CONTROL
 NR0383
 NR0383  NAD 83(1986)-  42 08 22.07354(N)    106 46 15.91999(W) AD(       ) 3
 NR0383  NAD 27      -  42 08 22.21233(N)    106 46 13.78191(W) AD(       ) 3
 NR0383  NGVD 29 (07/19/86) 2524.3    (m)         8282.     (f) VERT ANG       
 NR0383
 NR0383.Superseded values are not recommended for survey control.
 NR0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0383.See file dsdata.txt to determine how the superseded data were derived.
 NR0383
 NR0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5364166779(NAD 83)
 NR0383_MARKER: DD = SURVEY DISK
 NR0383_SETTING: 66 = SET IN ROCK OUTCROP
 NR0383_SP_SET: SET IN ROCK OUTCROP
 NR0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0383+STABILITY: POSITION/ELEVATION WELL
 NR0383
 NR0383  HISTORY     - Date     Condition        Report By
 NR0383  HISTORY     - 1951     MONUMENTED       USGS
 NR0383
 NR0383                          STATION DESCRIPTION
 NR0383
 NR0383'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0383'STATION IS LOCATED APPROX. 9.0 MI DUE S. OF LEO, WYOMING POST OFFICE,
 NR0383'AND APPROX. 3.0 MI. S. OF LOST RANCH ON LOST CREEK AND LEO-HANNA RD.
 NR0383'STATION IS ON HIGHEST ROCKY POINT OF RANGE OF MOUNTAINS RUNNING NW.
 NR0383'AND SE. TO REACH FROM LEO, WYOMING POST OFFICE PROCEED S. ON LEO HANNA
 NR0383'RD. FOR 7.1 MI.  TURN RIGHT AND S. ON TRAIL RD. FOR 0.1 MI. TO WIRE
 NR0383'GAP IN FENCE.  PROCEED THROUGH WIRE GAP AND CONTINUE UP RIDGE FOR
 NR0383'APPROX. 0.5 MI. TO END OF TRUCK TRAVEL.  CONTINUE ON FOOT TO HIGHEST
 NR0383'POINT ON RIDGE AND STATION.  ABOUT A 1 HR. PACK.
 NR0383'
 NR0383'STATION MARK - BRONZE TABLET SET IN SOLID ROCK IN CONCRETE, STAMPED
 NR0383'---SAILOR 1951.---
 NR0383'
 NR0383'REFERENCE MARK NO.1 - BRONZE REFERENCE TABLET SET IN CONCRETE IN SOLID
 NR0383'ROCK, STAMPED ---SAILOR 1951 NO.1---.
 NR0383'DISTANCE 14.03 FT., S 72 DEG 51 MIN E, FROM STATION.
 NR0383'
 NR0383'REFERENCE MARK NO.2 - BRONZE REFERENCE TABLET SET IN CONCRETE IN SOLID
 NR0383'ROCK, STAMPED ---SAILOR 1951 NO.2---. DISTANCE 27.20 FT.,
 NR0383'S 32 DEG 52 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0337 ***********************************************************************
 OV0337  DESIGNATION -  SALT
 OV0337  PID         -  OV0337
 OV0337  STATE/COUNTY-  WY/JOHNSON
 OV0337  USGS QUAD   -  SOLDIER CREEK (1961)
 OV0337
 OV0337                         *CURRENT SURVEY CONTROL
 OV0337  ___________________________________________________________________
 OV0337* NAD 83(1993)-  43 46 11.94615(N)    106 20 01.84836(W)     ADJUSTED  
 OV0337* NAVD 88     -      1482.5    (meters)    4864.     (feet)  VERTCON   
 OV0337  ___________________________________________________________________
 OV0337  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 OV0337  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 OV0337  OBS GRAVITY -     980,044.8   (mgal)                       GRAV_OBS
 OV0337
 OV0337  HORZ ORDER  -  FIRST
 OV0337
 OV0337.The horizontal coordinates were established by classical geodetic methods
 OV0337.and adjusted by the National Geodetic Survey in January 1997..
 OV0337
 OV0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0337
 OV0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0337
 OV0337.The geoid height was determined by GEOID03.
 OV0337.The observed gravity was obtained from relative gravimeter ties
 OV0337.to the IGSN71 gravity network.
 OV0337
 OV0337;                    North         East     Units Scale Factor Converg.
 OV0337;SPC WYEC     -   463,679.508   480,469.216   MT  1.00001712   +0 41 29.2
 OV0337;UTM  13      - 4,847,190.602   392,647.315   MT  0.99974175   -0 55 22.1
 OV0337
 OV0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0337!SPC WYEC     -   0.99976979  x   1.00001712  =   0.99978691
 OV0337!UTM  13      -   0.99976979  x   0.99974175  =   0.99951160
 OV0337
 OV0337|---------------------------------------------------------------------|
 OV0337| PID    Reference Object                     Distance      Geod. Az  |
 OV0337|                                                           dddmmss.s |
 OV0337| CP6563 SALT RM 1                            14.914 METERS 04533     |
 OV0337| CP6564 SALT RM 2                            15.360 METERS 30630     |
 OV0337| CP6562 SALT AZ MK                                         3082152.3 |
 OV0337|---------------------------------------------------------------------|
 OV0337
 OV0337                          SUPERSEDED SURVEY CONTROL
 OV0337
 OV0337  NAD 83(1986)-  43 46 11.92784(N)    106 20 01.82083(W) AD(       ) 1
 OV0337  NAD 27      -  43 46 12.01500(N)    106 19 59.71500(W) AD(       ) 1
 OV0337  NGVD 29 (07/19/86) 1481.7    (m)         4861.     (f) VERT ANG       
 OV0337
 OV0337.Superseded values are not recommended for survey control.
 OV0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0337.See file dsdata.txt to determine how the superseded data were derived.
 OV0337
 OV0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ9264747191(NAD 83)
 OV0337_MARKER: DD = SURVEY DISK
 OV0337_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0337_SP_SET: PREFABRICATED CONCRETE POST
 OV0337
 OV0337  HISTORY     - Date     Condition        Report By
 OV0337  HISTORY     - 1934     MONUMENTED       CGS
 OV0337  HISTORY     - 1958     GOOD             USGS
 OV0337  HISTORY     - 1958     GOOD             CGS
 OV0337  HISTORY     - 1963     GOOD             CGS
 OV0337
 OV0337                          STATION DESCRIPTION
 OV0337
 OV0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OV0337'ABOUT 16 MILES EAST-NORTHEAST OF KAYCEE, ABOUT 5 MILES
 OV0337'NORTH-NORTHWEST OF SUSSEX STORE, IN T. 44 N., R. 79 W., ON
 OV0337'HIGHEST POINT OF GROUP OF CONSPICUOUS HILLS (CONE-SHAPED
 OV0337'BUTTE WITH ROCK CAIRN ON TOP LIES 1/2 MILE TO SOUTH).  TO
 OV0337'REACH FROM KAYCEE POST OFFICE, GO NORTH 0.3 MILE ON HIGHWAY
 OV0337'TO SUSSEX ROAD, FOLLOW THIS ROAD 15.5 MILES TO SUSSEX-BUFFALO
 OV0337'ROAD, FOLLOW THIS ROAD NORTH 9.35 MILES TO TOP OF RIDGE, TURN
 OV0337'OFF GRADED ROAD ONTO UNIMPROVED ROAD AND GO SOUTHEAST 0.55
 OV0337'MILE, FOLLOW RIGHT FORK 1.25 MILES TO FENCE, FOLLOW FENCE
 OV0337'EAST 0.1 MILE AND PASS THROUGH GATE, GO SOUTH 0.2 MILE,
 OV0337'FOLLOW LEFT FORK EAST 0.35 MILE TO FIELD, GO ACROSS FIELD AND
 OV0337'ALONG RIDGE 3.0 MILES, FOLLOW LEFT FORK (OLD ROAD) 0.3 MILE
 OV0337'TO POINT WHERE ROAD TURNS DOWN HILL, LEAVE ROAD AND CONTINUE
 OV0337'SOUTH ALONG TOP OF RIDGE 0.75 MILE, LEAVE RIDGE, CROSS
 OV0337'DRY CREEK AND GO TOWARDS SADDLE BETWEEN 2 HILLS, PASS
 OV0337'THROUGH SADDLE AND FOLLOW ALONG BOTTOM OF SLOPE TO EAST,
 OV0337'PASS AROUND HILL TO SOUTHEAST OF SADDLE AND CROSS ANOTHER
 OV0337'SADDLE TO EAST, GO SOUTHEAST 1/4 MILE AND OVER SHARP
 OV0337'SADDLE, AND PROCEED WEST ABOUT 100 YARDS ALONG RIDGE TO
 OV0337'STATION SITE.  SURFACE MARK IS STANDARD STATION DISK IN
 OV0337'4-INCH IRON PIPE, PROJECTING 6 INCHES ABOVE GROUND.
 OV0337'UNDERGROUND MARK IS STANDARD STATION DISK IN CONCRETE.
 OV0337'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 OV0337'IRON PIPES, PROJECTING 6 INCHES ABOVE GROUND.  NO. 1 IS
 OV0337'14.914 METERS (48.93 FEET) FROM STATION.
 OV0337'NO. 2 IS 15.360 METERS (50.39 FEET) FROM
 OV0337'STATION.  DISTANCE BETWEEN REFERENCE
 OV0337'MARKS IS 23.04 METERS (75.6 FEET).  AZIMUTH MARK IS ON
 OV0337'SOUTH END OF NORTH-AND-SOUTH RIDGE, AND APPROXIMATELY 1/2
 OV0337'MILE FROM STATION.
 OV0337
 OV0337                          STATION RECOVERY (1958)
 OV0337
 OV0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (CWE)
 OV0337'STATION MARK--STANDARD USC AND GS TABLET, IN 4 IN. IRON PIPE,
 OV0337'PROJECTING 6 IN. ABOVE GROUND.
 OV0337
 OV0337                          STATION RECOVERY (1958)
 OV0337
 OV0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 OV0337'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 OV0337'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 OV0337'DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED BUT A DIFFERENCE
 OV0337'IN DISTANCES TO THE REFERENCE MARKS WAS NOTED.  A NEW DESCRIPTION
 OV0337'FOLLOWS.
 OV0337'
 OV0337'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GROUP OF HILLS
 OV0337'THAT IS ABOUT 16.0 MILES NORTHEAST OF KAYCEE, 5.0 MILES NORTH
 OV0337'OF SUSSEX, AND 3.5 MILES NORTH OF THE END OF PAVING ON THE
 OV0337'KAYCEE-SUSSEX ROAD.
 OV0337'
 OV0337'TO REACH THE STATION FROM THE POST OFFICE IN KAYCEE GO NORTH
 OV0337'ON U.S. HIGHWAY 87 FOR 0.35 MILE TO A PAVED ROAD RIGHT.  TURN
 OV0337'RIGHT AND GO 15.6 MILES TO A GRAVELLED AND CATTLEGUARD ON THE
 OV0337'LEFT AND A RED SHED ON THE RIGHT, SOUTH, SIDE OF THE ROAD.
 OV0337'TURN LEFT AND GO NORTHERLY FOR 3.8 MILES TO A GRAVELLED ROAD
 OV0337'RIGHT.  TURN RIGHT AND GO EASTERLY FOR 0.9 MILE TO A GATE.
 OV0337'PASS THROUGH THE GATE AND CONTINUE EASTERLY FOR 1.4 MILES
 OV0337'TO THE TOP OF A RIDGE AND TRACK ROAD RIGHT, AT AN OLD WASHING
 OV0337'MACHINE AND DUMP.  TURN RIGHT AND FOLLOW THE TRACK ROAD
 OV0337'AROUND THE HEAD OF A LARGE GULLY FOR 1.9 MILES.  THE AZIMUTH
 OV0337'MARK IS VISIBLE FROM THIS POINT ON THE TOP OF HILL TO
 OV0337'RIGHT.  CONTINUE AHEAD ON THE TRACK ROAD FOR 0.1 MILE TO A
 OV0337'SADDLE WHERE THE ROAD GOES THROUGH A SMALL CUT.  TURN
 OV0337'SHARP RIGHT, UP SMALL DRAW, AND GO 0.1 MILE TO THE TOP OF
 OV0337'A FLAT HILL AND THE STATION MARK.
 OV0337'
 OV0337'THE STATION MARK, A STANDARD DISK STAMPED SALT 1934, IS SET
 OV0337'IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS ABOUT 6 INCHES
 OV0337'ABOVE THE GROUND.
 OV0337'
 OV0337'REFERENCE MARK 1, A STANDARD DISK STAMPED SALT NO 1 1934,
 OV0337'IS SET IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS ABOUT
 OV0337'4 INCHES ABOVE THE GROUND.  IT IS SET ON THE SLOPE OF HILL
 OV0337'TO THE NORTHEAST OF THE STATION AND IS ABOUT 1 FOOT LOWER
 OV0337'THAN THE STATION MARK.
 OV0337'
 OV0337'REFERENCE MARK 2, A STANDARD DISK STAMPED SALT NO 2 1934,
 OV0337'IS SET IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS ABOUT
 OV0337'4 INCHES ABOVE THE GROUND.  IT IS SET NORTHWEST OF THE STATION
 OV0337'IS ABOUT 6 INCHES LOWER THAN THE STATION.
 OV0337'
 OV0337'THE AZIMUTH MARK, A STANDARD DISK STAMPED SALT 1934, IS SET
 OV0337'IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS ABOUT 10 INCHES
 OV0337'ABOVE THE GROUND.  IT IS ON THE SOUTH END OF A NORTH-SOUTH
 OV0337'RIDGE THAT IS ABOUT 0.3 MILE NORTHWEST OF THE STATION.
 OV0337'
 OV0337'OBSERVATIONS WERE TAKEN FROM A PORTABLE TRIPOD.
 OV0337
 OV0337                          STATION RECOVERY (1963)
 OV0337
 OV0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 OV0337'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AND WERE FOUND TO BE
 OV0337'IN GOOD CONDITION, THE AZIMUTH MARK IS ABOUT 1/4 MILE FROM THE
 OV0337'STATION.  THE STATION IS LOCATED 15.0 MILES EAST AND 3-3/4 MILES
 OV0337'NORTH OF KAYCEE.  IN THE NE 1/4 OF SEC. 22, T. 44 N., R. 79 W.
 OV0337'
 OV0337'TO REACH FROM THE POST OFFICE IN KAYCEE, GO NORTH ON US HIGHWAY 87
 OV0337'FOR 0.35 MILE TO CROSSROADS, INTERSECTION OF WYOMING SECONDARY ROUTE
 OV0337'1002.  TURN RIGHT AND GO EAST ON ROUTE 1002 FOR 10.65 MILES TO
 OV0337'A SCHOOL HOUSE ON THE LEFT, CONTINUE EAST ON HIGHWAY 1002 FOR 4.3
 OV0337'MILE TO A SIDE ROAD LEFT AT CATTLE GUARD (THERE IS A WINDMILL AND
 OV0337'LONG BUILDING ABOUT 0.15 MILE SOUTHWEST OF THIS POINT).  TURN LEFT
 OV0337'ACROSS CATTLE GUARD AND FOLLOW GRAVELED ROAD NORTHERLY FOR 3.0
 OV0337'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE FOR 0.6
 OV0337'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW OLD GRAVELED ROAD
 OV0337'NORTH EAST FOR 0.9 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 OV0337'CONTINUE FOR 0.75 MILE TO A FORK, TAKE RIGHT FORK AND GO EASTERLY
 OV0337'FOR 0.6 MILE TO A WIRE GATE.  (STATION IS ON THE HIGHEST HILL
 OV0337'IN THE VICINITY ABOUT 1 MILE SSW OF THIS POINT).  TURN RIGHT AND
 OV0337'GO 0.15 MILE ON TRACK ROAD, TURN LEFT DOWN GRADE AND FOLLOW PLAIN
 OV0337'TRACK ROAD WHICH WINDS AROUND DEEP WASHES FOR 0.85 MILE TO SADDLE
 OV0337'AT DEEP CUT IN OLD ROAD, TURN RIGHT AT THE SADDLE AND GO
 OV0337'SOUTHWEST ABOUT 100 YARDS TO TOP OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0562 ***********************************************************************
 PW0562  DESIGNATION -  SALT
 PW0562  PID         -  PW0562
 PW0562  STATE/COUNTY-  WY/BIG HORN
 PW0562  USGS QUAD   -  BEAR CREEK RANCH (1993)
 PW0562
 PW0562                         *CURRENT SURVEY CONTROL
 PW0562  ___________________________________________________________________
 PW0562* NAD 83(1993)-  44 40 17.28802(N)    107 59 45.40584(W)     ADJUSTED  
 PW0562* NAVD 88     -      1544.9    (meters)    5069.     (feet)  VERTCON   
 PW0562  ___________________________________________________________________
 PW0562  LAPLACE CORR-          17.79  (seconds)                    DEFLEC99
 PW0562  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 PW0562
 PW0562  HORZ ORDER  -  SECOND
 PW0562
 PW0562.The horizontal coordinates were established by classical geodetic methods
 PW0562.and adjusted by the National Geodetic Survey in January 1997..
 PW0562
 PW0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0562
 PW0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0562
 PW0562.The geoid height was determined by GEOID03.
 PW0562
 PW0562;                    North         East     Units Scale Factor Converg.
 PW0562;SPC WYEC     -   563,571.064   347,460.654   MT  0.99997143   -0 27 57.1
 PW0562;UTM  13      - 4,950,822.748   262,526.765   MT  1.00029354   -2 06 26.1
 PW0562;UTM  12      - 4,950,846.427   738,115.911   MT  1.00029730   +2 06 46.7
 PW0562
 PW0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0562!SPC WYEC     -   0.99975964  x   0.99997143  =   0.99973108
 PW0562!UTM  13      -   0.99975964  x   1.00029354  =   1.00005311
 PW0562!UTM  12      -   0.99975964  x   1.00029730  =   1.00005687
 PW0562
 PW0562|---------------------------------------------------------------------|
 PW0562| PID    Reference Object                     Distance      Geod. Az  |
 PW0562|                                                           dddmmss.s |
 PW0562| CQ7260 SALT RM 1                            13.226 METERS 04129     |
 PW0562| CQ7261 SALT RM 2                            15.313 METERS 12739     |
 PW0562| PX0338 BASIN MUNICIPAL TANK                APPROX.34.0 KM 1861029.3 |
 PW0562| CQ7259 SALT AZ MK                                         2271615.4 |
 PW0562|---------------------------------------------------------------------|
 PW0562
 PW0562                          SUPERSEDED SURVEY CONTROL
 PW0562
 PW0562  NAD 83(1986)-  44 40 17.27715(N)    107 59 45.39664(W) AD(       ) 2
 PW0562  NAD 27      -  44 40 17.43130(N)    107 59 43.03420(W) AD(       ) 2
 PW0562  NGVD 29 (07/19/86) 1544.0    (m)         5066.     (f) VERT ANG       
 PW0562
 PW0562.Superseded values are not recommended for survey control.
 PW0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0562.See file dsdata.txt to determine how the superseded data were derived.
 PW0562
 PW0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK6252750823(NAD 83)
 PW0562_MARKER: DS = TRIANGULATION STATION DISK
 PW0562_SETTING: 80 = SET IN A BOULDER
 PW0562_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PW0562
 PW0562  HISTORY     - Date     Condition        Report By
 PW0562  HISTORY     - 1957     MONUMENTED       CGS
 PW0562
 PW0562                          STATION DESCRIPTION
 PW0562
 PW0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0562'STATION IS ON A HIGH PROMINENT BUTTE, BETWEEN SALT CREEK TO
 PW0562'THE NORTHWEST AND BEAR CREEK TO THE SOUTHEAST, ABOUT 11-3/4
 PW0562'MILES NORTH AND ABOUT 3 MILES EAST OF GREYBULL.
 PW0562'
 PW0562'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND 14 IN GREYBULL
 PW0562'BY GOING EAST ON HIGHWAY 14 FOR 0.4 MILE TO THE CENTER OF A
 PW0562'BRIDGE OVER THE BIG HORN RIVER, KEEP STRAIGHT AHEAD ON HIGHWAY
 PW0562'14 FOR 0.3 MILE TO A SURFACED T-ROAD LEFT, BEAR LEFT ON THE
 PW0562'SURFACED ROAD AND GO NORTHERLY FOR 0.35 MILE TO THE END OF THE
 PW0562'SURFACED ROAD AND THE BEGINING OF GRAVELED ROAD, KEEP STRAIGHT
 PW0562'AHEAD ON THE GRAVELED ROAD FOR 0.2 MILE TO A ROAD FORK, BEAR
 PW0562'LEFT ON THE LEFT ROAD AND CONTINUE NORTHERLY FOR 1.1 MILE TO A
 PW0562'T-ROAD LEFT, BEAR LEFT ON THE T-ROAD AND GO NORTHWESTERLY FOR
 PW0562'0.9 MILE TO A T-INTERSECTION AND SIGN PRIVATE ROAD, HEAVY
 PW0562'HAULING, PASS AT YOUR OWN RISK, BEAR RIGHT ON THE PRIVATE ROAD
 PW0562'AND GO EASTERLY FOR 2.85 MILES TO A ROAD FORK, BEAR LEFT ON
 PW0562'THE LEFT ROAD AND GO NORTHERLY FOR 2.55 MILES TO A ROAD
 PW0562'FORK, BEAR LEFT ON THE LEFT ROAD AND CONTINUE NORTH FOR 3.05
 PW0562'MILES TO WHERE THE ROAD ENTERS SOME CLAY PITS, KEEP
 PW0562'STRAIGHT AHEAD, NORTHERLY, ON THE MAIN ROAD FOR 0.4 MILE TO A
 PW0562'ROAD FORK, BEAR LEFT, KEEPING THE MAIN ROAD AND PASSING ALONG
 PW0562'THE WEST SIDE OF THE PITS AND GO 0.4 MILE TO A ROAD FORK
 PW0562'AT A DEEP WASH, CROSS THE WASH, KEEPING THE MAIN ROAD AND
 PW0562'CONTINUE NORTHERLY FOR 1.9 MILE TO A T-ROAD LEFT, KEEP
 PW0562'STRAIGHT AHEAD, NORTHERLY, ON THE MAIN ROAD FOR 0.75
 PW0562'MILE TO A ROAD THAT LEADS SHARP RIGHT, KEEP STRAIGHT AHEAD ON
 PW0562'THE MAIN ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 PW0562'LEFT, KEEP STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.5 MILE, BEAR
 PW0562'LEFT, LEAVING THE MAIN ROAD AND GO WESTERLY ACROSS COUNTRY
 PW0562'FOR 0.1 MILE TO THE BASE OF A LARGE BUTTE AND THE END OF
 PW0562'TRUCK TRAVEL.  PACK WESTERLY TO THE TOP OF THE BUTTE AND
 PW0562'STATION.  ESTIMATED PACKING DISTANCE IS 0.15 MILE.
 PW0562'
 PW0562'STATION MARK IS A STANDARD DISK, STAMPED SALT 1957, CEMENTED
 PW0562'IN A DRILL HOLE, IN THE TOP OF A 1 X 1 FOOT BOULDER WHICH
 PW0562'PROJECTS 2 INCHES.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 PW0562'5 FEET SOUTHWEST OF THE MARK.
 PW0562'
 PW0562'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALT NO 1 1957,
 PW0562'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 1 X 3 FOOT BOULDER
 PW0562'WHICH PROJECTS 10 INCHES.
 PW0562'
 PW0562'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALT NO 2 1957,
 PW0562'CEMENTED IN A DRILL HOLE, IN THE TOP OF A 1 X 1 FOOT BOULDER.
 PW0562'
 PW0562'AZIMUTH MARK IS A STANDARD DISK, STAMPED SALT 1957, CEMENTED
 PW0562'IN A DRILL HOLE, IN THE TOP OF A 3 X 6 FOOT BOULDER WHICH PROJECTS
 PW0562'6 INCHES.  IT IS 286 FEET NORTH OF THE CENTER OF THE MAIN
 PW0562'ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET SOUTH OF
 PW0562'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0608 ***********************************************************************
 MP0608  DESIGNATION -  SALT LAKE CITY OMAHA AWY BN 27
 MP0608  PID         -  MP0608
 MP0608  STATE/COUNTY-  WY/CARBON
 MP0608  USGS QUAD   -  SINCLAIR (1981)
 MP0608
 MP0608                         *CURRENT SURVEY CONTROL
 MP0608  ___________________________________________________________________
 MP0608* NAD 83(1993)-  41 48 08.11516(N)    107 03 38.07723(W)     ADJUSTED  
 MP0608* NAVD 88     -                                                        
 MP0608  ___________________________________________________________________
 MP0608  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 MP0608  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 MP0608
 MP0608  HORZ ORDER  -  THIRD
 MP0608
 MP0608.The horizontal coordinates were established by classical geodetic methods
 MP0608.and adjusted by the National Geodetic Survey in January 1997..
 MP0608
 MP0608
 MP0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0608
 MP0608.The geoid height was determined by GEOID03.
 MP0608
 MP0608;                    North         East     Units Scale Factor Converg.
 MP0608;SPC WYEC     -   244,651.157   422,666.492   MT  0.99994382   +0 10 54.5
 MP0608;UTM  13      - 4,629,873.404   328,816.408   MT  0.99996061   -1 22 25.8
 MP0608
 MP0608                          SUPERSEDED SURVEY CONTROL
 MP0608
 MP0608  NAD 83(1986)-  41 48 08.10507(N)    107 03 38.06903(W) AD(       ) 4
 MP0608  NAD 27      -  41 48 08.25400(N)    107 03 35.90500(W) AD(       ) 3
 MP0608
 MP0608.Superseded values are not recommended for survey control.
 MP0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0608.See file dsdata.txt to determine how the superseded data were derived.
 MP0608
 MP0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2881629873(NAD 83)
 MP0608_MARKER: 22 = AIRWAY BEACON
 MP0608
 MP0608  HISTORY     - Date     Condition        Report By
 MP0608  HISTORY     - 1933     FIRST OBSERVED   CGS
 MP0608  HISTORY     - 1948     GOOD             CGS
 MP0608
 MP0608                          STATION DESCRIPTION
 MP0608
 MP0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MP0608'AIRWAY BEACON AT DEPARTMENT OF COMMERCE INTERMEDIATE FIELD
 MP0608'PARCO ON SALT LAKE-OMAHA AIRWAY.  BEACON IS ON 51-FOOT TOWER,
 MP0608'ABOUT 4 MILES FROM PARCO.  TO REACH FROM PARCO, GO TO NORTHEAST
 MP0608'CORNER OF THE PARCO REFINERY PROPERTY LINE, THEN GO EASTERLY
 MP0608'APPROXIMATELY 3-1/2 MILES ALONG POLE LINE TO SITE.
 MP0608
 MP0608                          STATION RECOVERY (1948)
 MP0608
 MP0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0608'STATION IS THE STANDARD C.A.A. ROTATING BEACON NO. 27 LOCATED
 MP0608'ABOUT 9.5 MILES AIR LINE EAST OF RAWLINS, ABOUT 3.5 MILES
 MP0608'AIR LINE EAST-NORTHEAST OF SINCLAIR AND ABOUT 2 MILES AIR LINE
 MP0608'NORTH OF U.S. HIGHWAY 30.  THE BEACON IS ATOP A STRUCTURAL
 MP0608'STEEL TOWER ABOUT 50 FEET HIGH.  THE CENTER OF THE TOP OF THE
 MP0608'BEACON WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0518 ***********************************************************************
 MP0518  DESIGNATION -  SALT LAKE OMAHA AWY SITE 31 BN
 MP0518  PID         -  MP0518
 MP0518  STATE/COUNTY-  WY/CARBON
 MP0518  USGS QUAD   -  CARBON (1971)
 MP0518
 MP0518                         *CURRENT SURVEY CONTROL
 MP0518  ___________________________________________________________________
 MP0518* NAD 83(1993)-  41 51 01.02764(N)    106 26 25.05739(W)     ADJUSTED  
 MP0518* NAVD 88     -                                                        
 MP0518  ___________________________________________________________________
 MP0518  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 MP0518  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 MP0518
 MP0518  HORZ ORDER  -  THIRD
 MP0518
 MP0518.The horizontal coordinates were established by classical geodetic methods
 MP0518.and adjusted by the National Geodetic Survey in January 1997..
 MP0518
 MP0518
 MP0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0518
 MP0518.The geoid height was determined by GEOID03.
 MP0518
 MP0518;                    North         East     Units Scale Factor Converg.
 MP0518;SPC WYEC     -   250,335.291   474,157.892   MT  1.00000515   +0 35 45.1
 MP0518;UTM  13      - 4,634,156.548   380,437.702   MT  0.99977591   -0 57 39.8
 MP0518
 MP0518                          SUPERSEDED SURVEY CONTROL
 MP0518
 MP0518  NAD 83(1986)-  41 51 01.01913(N)    106 26 25.05757(W) AD(       ) 4
 MP0518  NAD 27      -  41 51 01.16000(N)    106 26 22.98000(W) AD(       ) 3
 MP0518
 MP0518.Superseded values are not recommended for survey control.
 MP0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0518.See file dsdata.txt to determine how the superseded data were derived.
 MP0518
 MP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG8043834157(NAD 83)
 MP0518_MARKER: 22 = AIRWAY BEACON
 MP0518
 MP0518  HISTORY     - Date     Condition        Report By
 MP0518  HISTORY     - 1933     FIRST OBSERVED   CGS
 MP0518
 MP0518                          STATION DESCRIPTION
 MP0518
 MP0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MP0518'AIRWAY BEACON ON 51-FOOT STEEL TOWER, ABOUT 6 MILES EAST OF
 MP0518'HANNA AND 11 MILES WEST OF MEDICINE BOW.  BEACON IS SITUATED
 MP0518'ON HIGH RIDGE ON NORTH SIDE OF LINCOLN HIGHWAY.  NO ROAD
 MP0518'LEADING TO SITE BUT MAY BE REACHED BY CAR IN SUMMER.  COUNTRY
 MP0518'ABRUPT AND BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1266 ***********************************************************************
 MO1266  DESIGNATION -  SALT LAKE OMAHA AWY SITE 36 BN
 MO1266  PID         -  MO1266
 MO1266  STATE/COUNTY-  WY/ALBANY
 MO1266  USGS QUAD   -  BAMFORTH LAKE (1978)
 MO1266
 MO1266                         *CURRENT SURVEY CONTROL
 MO1266  ___________________________________________________________________
 MO1266* NAD 83(1993)-  41 26 44.26579(N)    105 38 25.19994(W)     ADJUSTED  
 MO1266* NAVD 88     -                                                        
 MO1266  ___________________________________________________________________
 MO1266  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 MO1266  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 MO1266
 MO1266  HORZ ORDER  -  THIRD
 MO1266
 MO1266.The horizontal coordinates were established by classical geodetic methods
 MO1266.and adjusted by the National Geodetic Survey in January 1997..
 MO1266
 MO1266
 MO1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1266
 MO1266.The geoid height was determined by GEOID03.
 MO1266
 MO1266;                    North         East     Units Scale Factor Converg.
 MO1266;SPC WY E     -   105,117.075   160,420.006   MT  0.99995677   -0 18 48.7
 MO1266;UTM  13      - 4,588,425.916   446,511.191   MT  0.99963521   -0 25 25.9
 MO1266
 MO1266                          SUPERSEDED SURVEY CONTROL
 MO1266
 MO1266  NAD 83(1986)-  41 26 44.25116(N)    105 38 25.20022(W) AD(       ) 4
 MO1266  NAD 27      -  41 26 44.33800(N)    105 38 23.23300(W) AD(       ) 3
 MO1266
 MO1266.Superseded values are not recommended for survey control.
 MO1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1266.See file dsdata.txt to determine how the superseded data were derived.
 MO1266
 MO1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4651188426(NAD 83)
 MO1266_MARKER: 22 = AIRWAY BEACON
 MO1266
 MO1266  HISTORY     - Date     Condition        Report By
 MO1266  HISTORY     - 1933     FIRST OBSERVED   CGS
 MO1266
 MO1266                          STATION DESCRIPTION
 MO1266
 MO1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO1266'AIRWAY BEACON ON 51-FOOT STEEL TOWER, 10 MILES NORTH OF LARAMIE
 MO1266'AND ABOUT 1-1/2 MILES FROM HOWELL STATION.  BEACON IS SITUATED
 MO1266'ON RIDGE WEST OF LINCOLN HIGHWAY AND RAILROAD.  LARAMIE RIVER
 MO1266'APPROXIMATELY 1 MILE WEST.  COUNTRY SLIGHTLY BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1300 ***********************************************************************
 MO1300  DESIGNATION -  SALT LAKE OMAHA AWY SITE 35 BN
 MO1300  PID         -  MO1300
 MO1300  STATE/COUNTY-  WY/ALBANY
 MO1300  USGS QUAD   -  BOSLER (1981)
 MO1300
 MO1300                         *CURRENT SURVEY CONTROL
 MO1300  ___________________________________________________________________
 MO1300* NAD 83(1993)-  41 34 24.32496(N)    105 42 31.25892(W)     ADJUSTED  
 MO1300* NAVD 88     -                                                        
 MO1300  ___________________________________________________________________
 MO1300  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 MO1300  GEOID HEIGHT-         -11.68  (meters)                     GEOID03
 MO1300
 MO1300  HORZ ORDER  -  THIRD
 MO1300
 MO1300.The horizontal coordinates were established by classical geodetic methods
 MO1300.and adjusted by the National Geodetic Survey in January 1997..
 MO1300
 MO1300
 MO1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1300
 MO1300.The geoid height was determined by GEOID03.
 MO1300
 MO1300;                    North         East     Units Scale Factor Converg.
 MO1300;SPC WY E     -   119,343.082   154,797.607   MT  0.99996264   -0 21 34.8
 MO1300;UTM  13      - 4,602,658.171   440,918.025   MT  0.99964296   -0 28 13.0
 MO1300
 MO1300                          SUPERSEDED SURVEY CONTROL
 MO1300
 MO1300  NAD 83(1986)-  41 34 24.31364(N)    105 42 31.25896(W) AD(       ) 4
 MO1300  NAD 27      -  41 34 24.40100(N)    105 42 29.27200(W) AD(       ) 3
 MO1300
 MO1300.Superseded values are not recommended for survey control.
 MO1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1300.See file dsdata.txt to determine how the superseded data were derived.
 MO1300
 MO1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4091802658(NAD 83)
 MO1300_MARKER: 22 = AIRWAY BEACON
 MO1300
 MO1300  HISTORY     - Date     Condition        Report By
 MO1300  HISTORY     - 1933     FIRST OBSERVED   CGS
 MO1300  HISTORY     - 1948     GOOD             CGS
 MO1300
 MO1300                          STATION DESCRIPTION
 MO1300
 MO1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO1300'AIRWAY BEACON ON 50-FOOT TOWER, ABOUT 1 MILE FROM BOSLER.
 MO1300'TO REACH FROM POST OFFICE IN BOSLER, GO SOUTH ABOUT 1/4 MILE
 MO1300'ON OLD LINCOLN HIGHWAY, THEN TURN ON TRAIL AND GO ABOUT 1/2
 MO1300'MILE TO SITE.
 MO1300
 MO1300                          STATION RECOVERY (1948)
 MO1300
 MO1300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1300'STATION IS THE STANDARD C.A.A. ROTATING BEACON LOCATED ABOUT
 MO1300'7 MILES SOUTH OF BOSLER AND ABOUT 13 MILES NORTHWEST OF LARAMIE.
 MO1300'THE BEACON IS ON A STRUCTURAL STEEL TOWER ABOUT 50 FEET HIGH.
 MO1300'THE CENTER OF THE TOP OF THE BEACON WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0435 ***********************************************************************
 MQ0435  DESIGNATION -  SALT LAKE OMAHA SITE 22 BCN
 MQ0435  PID         -  MQ0435
 MQ0435  STATE/COUNTY-  WY/SWEETWATER
 MQ0435  USGS QUAD   -  RED DESERT (1970)
 MQ0435
 MQ0435                         *CURRENT SURVEY CONTROL
 MQ0435  ___________________________________________________________________
 MQ0435* NAD 83(1993)-  41 39 30.22608(N)    108 06 12.26508(W)     ADJUSTED  
 MQ0435* NAVD 88     -                                                        
 MQ0435  ___________________________________________________________________
 MQ0435  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 MQ0435  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0435
 MQ0435  HORZ ORDER  -  THIRD
 MQ0435
 MQ0435.The horizontal coordinates were established by classical geodetic methods
 MQ0435.and adjusted by the National Geodetic Survey in January 1997..
 MQ0435
 MQ0435
 MQ0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0435
 MQ0435.The geoid height was determined by GEOID03.
 MQ0435
 MQ0435;                    North         East     Units Scale Factor Converg.
 MQ0435;SPC WYWC     -   128,840.141   653,853.054   MT  0.99997318   +0 25 47.3
 MQ0435;UTM  12      - 4,615,903.537   741,179.810   MT  1.00031587   +1 55 34.5
 MQ0435
 MQ0435                          SUPERSEDED SURVEY CONTROL
 MQ0435
 MQ0435  NAD 83(1986)-  41 39 30.21723(N)    108 06 12.25355(W) AD(       ) 4
 MQ0435  NAD 27      -  41 39 30.36200(N)    108 06 09.93100(W) AD(       ) 3
 MQ0435
 MQ0435.Superseded values are not recommended for survey control.
 MQ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0435.See file dsdata.txt to determine how the superseded data were derived.
 MQ0435
 MQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM4118015904(NAD 83)
 MQ0435_MARKER: 22 = AIRWAY BEACON
 MQ0435
 MQ0435  HISTORY     - Date     Condition        Report By
 MQ0435  HISTORY     - 1933     FIRST OBSERVED   CGS
 MQ0435  HISTORY     - 1944     GOOD             LOCENG
 MQ0435
 MQ0435                          STATION DESCRIPTION
 MQ0435
 MQ0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MQ0435'AIRWAY BEACON ON 51-FOOT TOWER, ABOUT 6 MILES WEST OF WAMSUTTER.
 MQ0435'TO REACH FROM WAMSUTTER, GO WEST APPROXIMATELY 6 MILES ON
 MQ0435'LINCOLN HIGHWAY, TURN RIGHT AND GO NORTH APPROXIMATELY 0.25
 MQ0435'MILE ALONG TRAIL TO SITE.
 MQ0435
 MQ0435                          STATION RECOVERY (1944)
 MQ0435
 MQ0435'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (COS)
 MQ0435'RECOVERED BY CARTER OIL.
 MQ0435'
 MQ0435'BEACON HAS BEEN REMOVED.  NO EVIDENCE OF SITE REMAINS.  LOCATION
 MQ0435'OF ENGINE-GENERATOR HOUSE CAN BE FOUND 150 FEET S OF BEACON
 MQ0435'SITE.
 MQ0435'
 MQ0435'BEST SOURCE OF INFORMATION FOR FINDING ORIGINAL SITE IS MR.
 MQ0435'ASHLOCK AT THE WAMSUTTER AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0437 ***********************************************************************
 MQ0437  DESIGNATION -  SALT LAKE OMAHA SITE 21 BCN
 MQ0437  PID         -  MQ0437
 MQ0437  STATE/COUNTY-  WY/SWEETWATER
 MQ0437  USGS QUAD   -  TIPTON (1970)
 MQ0437
 MQ0437                         *CURRENT SURVEY CONTROL
 MQ0437  ___________________________________________________________________
 MQ0437* NAD 83(1993)-  41 39 32.80906(N)    108 18 45.17367(W)     ADJUSTED  
 MQ0437* NAVD 88     -                                                        
 MQ0437  ___________________________________________________________________
 MQ0437  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 MQ0437  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 MQ0437
 MQ0437  HORZ ORDER  -  THIRD
 MQ0437
 MQ0437.The horizontal coordinates were established by classical geodetic methods
 MQ0437.and adjusted by the National Geodetic Survey in January 1997..
 MQ0437
 MQ0437
 MQ0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0437
 MQ0437.The geoid height was determined by GEOID03.
 MQ0437
 MQ0437;                    North         East     Units Scale Factor Converg.
 MQ0437;SPC WYWC     -   128,810.293   636,433.766   MT  0.99995383   +0 17 26.8
 MQ0437;UTM  12      - 4,615,418.667   723,761.974   MT  1.00021619   +1 47 13.5
 MQ0437
 MQ0437                          SUPERSEDED SURVEY CONTROL
 MQ0437
 MQ0437  NAD 83(1986)-  41 39 32.79543(N)    108 18 45.16627(W) AD(       ) 4
 MQ0437  NAD 27      -  41 39 32.98100(N)    108 18 42.86600(W) AD(       ) 3
 MQ0437
 MQ0437.Superseded values are not recommended for survey control.
 MQ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0437.See file dsdata.txt to determine how the superseded data were derived.
 MQ0437
 MQ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM2376215419(NAD 83)
 MQ0437_MARKER: 22 = AIRWAY BEACON
 MQ0437
 MQ0437  HISTORY     - Date     Condition        Report By
 MQ0437  HISTORY     - 1933     FIRST OBSERVED   CGS
 MQ0437
 MQ0437                          STATION DESCRIPTION
 MQ0437
 MQ0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MQ0437'AIRWAY BEACON ON 51-FOOT TOWER, ABOUT 13 MILES FROM WAMSUTTER.
 MQ0437'TO REACH FROM WAMSUTTER, GO WEST APPROXIMATELY 15 MILES ON
 MQ0437'LINCOLN HIGHWAY.  THENCE RIGHT (NORTHWEST) APPROXIMATELY 3.5 MILES
 MQ0437'ON TRAIL TO SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0447 ***********************************************************************
 MQ0447  DESIGNATION -  SALT LAKE OMAHA SITE 20 BCN
 MQ0447  PID         -  MQ0447
 MQ0447  STATE/COUNTY-  WY/SWEETWATER
 MQ0447  USGS QUAD   -  BITTER CREEK NE (1978)
 MQ0447
 MQ0447                         *CURRENT SURVEY CONTROL
 MQ0447  ___________________________________________________________________
 MQ0447* NAD 83(1993)-  41 39 26.72361(N)    108 33 47.04970(W)     ADJUSTED  
 MQ0447* NAVD 88     -                                                        
 MQ0447  ___________________________________________________________________
 MQ0447  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 MQ0447  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 MQ0447
 MQ0447  HORZ ORDER  -  THIRD
 MQ0447
 MQ0447.The horizontal coordinates were established by classical geodetic methods
 MQ0447.and adjusted by the National Geodetic Survey in January 1997..
 MQ0447
 MQ0447
 MQ0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0447
 MQ0447.The geoid height was determined by GEOID03.
 MQ0447
 MQ0447;                    North         East     Units Scale Factor Converg.
 MQ0447;SPC WYWC     -   128,546.987   615,569.166   MT  0.99994048   +0 07 27.3
 MQ0447;UTM  12      - 4,614,610.495   702,906.894   MT  1.00010667   +1 37 13.1
 MQ0447
 MQ0447                          SUPERSEDED SURVEY CONTROL
 MQ0447
 MQ0447  NAD 83(1986)-  41 39 26.71170(N)    108 33 47.03916(W) AD(       ) 4
 MQ0447  NAD 27      -  41 39 26.83600(N)    108 33 44.66500(W) AD(       ) 3
 MQ0447
 MQ0447.Superseded values are not recommended for survey control.
 MQ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0447.See file dsdata.txt to determine how the superseded data were derived.
 MQ0447
 MQ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM0290714610(NAD 83)
 MQ0447_MARKER: 22 = AIRWAY BEACON
 MQ0447
 MQ0447  HISTORY     - Date     Condition        Report By
 MQ0447  HISTORY     - 1933     FIRST OBSERVED   CGS
 MQ0447
 MQ0447                          STATION DESCRIPTION
 MQ0447
 MQ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MQ0447'AIRWAY BEACON AT DEPARTMENT OF COMMERCE INTERMEDIATE FIELD,
 MQ0447'BITTER CREEK ON SALT LAKE-OMAHA AIRWAY.  BEACON IS ON 51-FOOT
 MQ0447'TOWER NORTHWEST OF BITTER CREEK, APPROXIMATELY 30 MILES WEST
 MQ0447'OF WAMSUTTER AND 10 MILES EAST OF POINT OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0462 ***********************************************************************
 MQ0462  DESIGNATION -  SALT LAKE OMAHA SITE 16 BCN
 MQ0462  PID         -  MQ0462
 MQ0462  STATE/COUNTY-  WY/SWEETWATER
 MQ0462  USGS QUAD   -  RELIANCE (1978)
 MQ0462
 MQ0462                         *CURRENT SURVEY CONTROL
 MQ0462  ___________________________________________________________________
 MQ0462* NAD 83(1993)-  41 38 21.12639(N)    109 09 55.21449(W)     ADJUSTED  
 MQ0462* NAVD 88     -                                                        
 MQ0462  ___________________________________________________________________
 MQ0462  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 MQ0462  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MQ0462
 MQ0462  HORZ ORDER  -  THIRD
 MQ0462
 MQ0462.The horizontal coordinates were established by classical geodetic methods
 MQ0462.and adjusted by the National Geodetic Survey in January 1997..
 MQ0462
 MQ0462
 MQ0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0462
 MQ0462.The geoid height was determined by GEOID03.
 MQ0462
 MQ0462;                    North         East     Units Scale Factor Converg.
 MQ0462;SPC WYWC     -   126,589.773   565,397.412   MT  0.99995223   -0 16 33.5
 MQ0462;UTM  12      - 4,611,344.257   652,800.780   MT  0.99988732   +1 13 09.3
 MQ0462
 MQ0462                          SUPERSEDED SURVEY CONTROL
 MQ0462
 MQ0462  NAD 83(1986)-  41 38 21.11834(N)    109 09 55.20656(W) AD(       ) 4
 MQ0462  NAD 27      -  41 38 21.24900(N)    109 09 52.76200(W) AD(       ) 3
 MQ0462
 MQ0462.Superseded values are not recommended for survey control.
 MQ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0462.See file dsdata.txt to determine how the superseded data were derived.
 MQ0462
 MQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM5280111344(NAD 83)
 MQ0462_MARKER: 22 = AIRWAY BEACON
 MQ0462
 MQ0462  HISTORY     - Date     Condition        Report By
 MQ0462  HISTORY     - 1931     FIRST OBSERVED   CGS
 MQ0462  HISTORY     - 1942     MARK NOT FOUND   CGS
 MQ0462
 MQ0462                          STATION DESCRIPTION
 MQ0462
 MQ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 MQ0462'AIRWAY BEACON ON 15-FOOT WOODEN TOWER, APPROXIMATELY 5 MILES
 MQ0462'FROM ROCK SPRINGS VIA SUPERIOR HIGHWAY.  TO REACH, GO NORTH
 MQ0462'ON OLD RELIANCE HIGHWAY, CROSS CREEK AND FOLLOW ROAD APPROXIMATELY
 MQ0462'4 MILES TO SITE.
 MQ0462
 MQ0462                          STATION RECOVERY (1942)
 MQ0462
 MQ0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LVE)
 MQ0462'LOST.  THE WOODEN TOWER WAS BLOWN OVER IN 1935 OR 1936.  A NEW
 MQ0462'STEEL TOWER WAS ERECTED CLOSE TO, BUT NOT DIRECTLY OVER, THE
 MQ0462'ORIGINAL LOCATION OF THE WOODEN TOWER FOR WHICH THE POSITION
 MQ0462'WAS DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0469 ***********************************************************************
 MQ0469  DESIGNATION -  SALT LAKE OMAHA SITE 15 BCN
 MQ0469  PID         -  MQ0469
 MQ0469  STATE/COUNTY-  WY/SWEETWATER
 MQ0469  USGS QUAD   -  KANDA (1978)
 MQ0469
 MQ0469                         *CURRENT SURVEY CONTROL
 MQ0469  ___________________________________________________________________
 MQ0469* NAD 83(1993)-  41 34 42.33195(N)    109 19 16.01678(W)     ADJUSTED  
 MQ0469* NAVD 88     -                                                        
 MQ0469  ___________________________________________________________________
 MQ0469  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 MQ0469  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 MQ0469
 MQ0469  HORZ ORDER  -  THIRD
 MQ0469
 MQ0469.The horizontal coordinates were established by classical geodetic methods
 MQ0469.and adjusted by the National Geodetic Survey in January 1997..
 MQ0469
 MQ0469
 MQ0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0469
 MQ0469.The geoid height was determined by GEOID03.
 MQ0469
 MQ0469;                    North         East     Units Scale Factor Converg.
 MQ0469;SPC WYWC     -   119,914.235   552,374.477   MT  0.99996540   -0 22 44.5
 MQ0469;UTM  12      - 4,604,332.045   639,957.572   MT  0.99984106   +1 06 51.7
 MQ0469
 MQ0469                          SUPERSEDED SURVEY CONTROL
 MQ0469
 MQ0469  NAD 83(1986)-  41 34 42.32329(N)    109 19 16.01133(W) AD(       ) 4
 MQ0469  NAD 27      -  41 34 42.45600(N)    109 19 13.55300(W) AD(       ) 3
 MQ0469
 MQ0469.Superseded values are not recommended for survey control.
 MQ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0469.See file dsdata.txt to determine how the superseded data were derived.
 MQ0469
 MQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM3995804332(NAD 83)
 MQ0469_MARKER: 22 = AIRWAY BEACON
 MQ0469
 MQ0469  HISTORY     - Date     Condition        Report By
 MQ0469  HISTORY     - 1931     FIRST OBSERVED   CGS
 MQ0469
 MQ0469                          STATION DESCRIPTION
 MQ0469
 MQ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 MQ0469'AIRWAY BEACON ON 51-FOOT TOWER, ABOUT 1 MILE SOUTH OF GREEN RIVER.
 MQ0469'TO REACH FROM GREEN RIVER, GO IN SOUTHERLY DIRECTION TO GREEN
 MQ0469'RIVER BRIDGE, TURN SOUTHWEST AND GO ABOUT 2 MILES ALONG TRAIL
 MQ0469'TO SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0766 ***********************************************************************
 OX0766  DESIGNATION -  SAM ET
 OX0766  PID         -  OX0766
 OX0766  STATE/COUNTY-  WY/TETON
 OX0766  USGS QUAD   -  UPPER SLIDE LAKE (1996)
 OX0766
 OX0766                         *CURRENT SURVEY CONTROL
 OX0766  ___________________________________________________________________
 OX0766* NAD 83(1993)-  43 36 42.70437(N)    110 17 58.31767(W)     ADJUSTED  
 OX0766* NAVD 88     -      2998.0    (meters)    9836.     (feet)  VERTCON   
 OX0766  ___________________________________________________________________
 OX0766  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 OX0766  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 OX0766
 OX0766  HORZ ORDER  -  THIRD
 OX0766
 OX0766.The horizontal coordinates were established by classical geodetic methods
 OX0766.and adjusted by the National Geodetic Survey in January 1997..
 OX0766
 OX0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0766
 OX0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0766
 OX0766.The geoid height was determined by GEOID03.
 OX0766
 OX0766;                    North         East     Units Scale Factor Converg.
 OX0766;SPC WY W     -   445,649.350   782,547.918   MT  0.99994124   -0 08 56.9
 OX0766;UTM  12      - 4,829,003.047   556,524.224   MT  0.99963930   +0 28 59.4
 OX0766
 OX0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0766!SPC WY W     -   0.99953145  x   0.99994124  =   0.99947272
 OX0766!UTM  12      -   0.99953145  x   0.99963930  =   0.99917092
 OX0766
 OX0766:                Primary Azimuth Mark                     Grid Az
 OX0766:SPC WY W     -  DEER CREEK LOOKOUT                       087 44 54.9
 OX0766:UTM  12      -  DEER CREEK LOOKOUT                       087 06 58.6
 OX0766
 OX0766|---------------------------------------------------------------------|
 OX0766| PID    Reference Object                     Distance      Geod. Az  |
 OX0766|                                                           dddmmss.s |
 OX0766| OX0763 DEER CREEK LOOKOUT                  APPROX. 8.8 KM 0873558.0 |
 OX0766|---------------------------------------------------------------------|
 OX0766
 OX0766                          SUPERSEDED SURVEY CONTROL
 OX0766
 OX0766  NAD 83(1993)-  43 36 42.69554(N)    110 17 58.30985(W) AD(       ) 3
 OX0766  NAD 83(1986)-  43 36 42.69476(N)    110 17 58.30617(W) AD(       ) 3
 OX0766  NAD 27      -  43 36 42.90443(N)    110 17 55.62952(W) AD(       ) 3
 OX0766  NGVD 29 (07/19/86) 2996.5    (m)         9831.     (f) VERT ANG       
 OX0766
 OX0766.Superseded values are not recommended for survey control.
 OX0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0766.See file dsdata.txt to determine how the superseded data were derived.
 OX0766
 OX0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP5652429003(NAD 83)
 OX0766_MARKER: DD = SURVEY DISK
 OX0766_SETTING: 66 = SET IN ROCK OUTCROP
 OX0766_SP_SET: SET IN ROCK OUTCROP
 OX0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0766+STABILITY: POSITION/ELEVATION WELL
 OX0766
 OX0766  HISTORY     - Date     Condition        Report By
 OX0766  HISTORY     - 1965     MONUMENTED       USGS
 OX0766
 OX0766                          STATION DESCRIPTION
 OX0766
 OX0766'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0766'LOCATED ABOUT 25 MI. AIR ENE. OF JACKSON, WYOMING, ABOUT 22.5 MI. AIR
 OX0766'SE. OF MORAN, WYOMING ABOUT 14.3 MI. AIR SW. OF TOGWOTEE PASS, IN
 OX0766'TETON COUNTY, WYOMING.  STATION SITE IS AT THE FIRST, SE. AND LOWEST
 OX0766'OF SEVERAL RIDGE TOPS ON MAIN SHARP RIDGE,  RUNNING NW.-SE. ALONG SW.
 OX0766'SIDE OF DRY COTTONWOOD CREEK.  THIS RIDGE TOP IS VERY PROMINIENT WHEN
 OX0766'VIEWED FROM SE. AND WHEN VIEWED FROM S. AT GOOSEWING RANGER STATION,
 OX0766'AND FROM THESE ANGLES OF VIEW, APPEARS TO BE THE HIGHEST RIDGE PEAK.
 OX0766'RIDGE TOP IS BARE AT THIS POINT, WITH CLEAR SIGHTING TO THE WS. AND E.
 OX0766'SMALL TIMBER CLUMPS BLOCK SIGHTING TO N.  STATION SITE IS GRASSY WITH
 OX0766'SMALL, SMOOTH, LOOSE ROCKS ON RIDGE AND SIDES OF RIDGE.  STATION
 OX0766'REACHED BY HELICOPTER.
 OX0766'
 OX0766'STATION MARK - STANDARD BRASS TABLET STAMPED ---SAM-ET 1965---
 OX0766'CEMENTED IN TOP OF EMPLACED SANDSTONE ROCK, SET FLUSH WITH TERRAIN.
 OX0766'SMALL ROCK CAIRN BUILT OVER STATION MARK.
 OX0766'
 OX0766'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0509 ***********************************************************************
 MP0509  DESIGNATION -  SAMUELS
 MP0509  PID         -  MP0509
 MP0509  STATE/COUNTY-  WY/ALBANY
 MP0509  USGS QUAD   -  BENGOUGH HILL (1982)
 MP0509
 MP0509                         *CURRENT SURVEY CONTROL
 MP0509  ___________________________________________________________________
 MP0509* NAD 83(1993)-  41 37 25.58106(N)    106 03 29.26343(W)     ADJUSTED  
 MP0509* NAVD 88     -      2274.04   (+/-2cm)    7460.7    (feet)  VERTCON   
 MP0509  ___________________________________________________________________
 MP0509  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 MP0509  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 MP0509
 MP0509  HORZ ORDER  -  THIRD
 MP0509  VERT ORDER  -  THIRD ? (See Below)
 MP0509
 MP0509.The horizontal coordinates were established by classical geodetic methods
 MP0509.and adjusted by the National Geodetic Survey in January 1997..
 MP0509
 MP0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0509.The vertical order pertains to the NGVD 29 superseded value.
 MP0509
 MP0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0509
 MP0509.The geoid height was determined by GEOID03.
 MP0509
 MP0509;                    North         East     Units Scale Factor Converg.
 MP0509;SPC WY E     -   125,176.770   125,712.515   MT  1.00000539   -0 35 31.8
 MP0509;UTM  13      - 4,608,546.171   411,853.405   MT  0.99969561   -0 42 10.4
 MP0509
 MP0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0509!SPC WY E     -   0.99964533  x   1.00000539  =   0.99965072
 MP0509!UTM  13      -   0.99964533  x   0.99969561  =   0.99934105
 MP0509
 MP0509:                Primary Azimuth Mark                     Grid Az
 MP0509:SPC WY E     -  17 JFM                                   191 47 34.9
 MP0509:UTM  13      -  17 JFM                                   191 54 13.5
 MP0509
 MP0509|---------------------------------------------------------------------|
 MP0509| PID    Reference Object                     Distance      Geod. Az  |
 MP0509|                                                           dddmmss.s |
 MP0509| MP0510 17 JFM                              APPROX. 9.4 KM 1911203.1 |
 MP0509|---------------------------------------------------------------------|
 MP0509
 MP0509                          SUPERSEDED SURVEY CONTROL
 MP0509
 MP0509  NAD 83(1986)-  41 37 25.56856(N)    106 03 29.25916(W) AD(       ) 3
 MP0509  NAD 27      -  41 37 25.68315(N)    106 03 27.23081(W) AD(       ) 3
 MP0509  NGVD 29 (07/19/86) 2272.85   (m)         7456.8    (f) LEVELING    3  
 MP0509
 MP0509.Superseded values are not recommended for survey control.
 MP0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0509.See file dsdata.txt to determine how the superseded data were derived.
 MP0509
 MP0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG1185308546(NAD 83)
 MP0509_MARKER: DD = SURVEY DISK
 MP0509_SETTING: 0 = UNSPECIFIED SETTING
 MP0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0509
 MP0509  HISTORY     - Date     Condition        Report By
 MP0509  HISTORY     - 1953     MONUMENTED       USGS
 MP0509
 MP0509                          STATION DESCRIPTION
 MP0509
 MP0509'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0509'STATION IS LOCATED ABOUT 10 MI. (AIRLINE) SSW. FROM ROCK RIVER, ON
 MP0509'A LOW PROMINENT KNOLL ON THE N. EDGE OF A BROAD GRASS COVERED ROCKY
 MP0509'MESA ON THE SAMUELS RANCH, IN THE NW. CORNER OF SEC. 9, T 19 N,
 MP0509'R 77 W.
 MP0509'
 MP0509'TO REACH FROM ROCK RIVER POST OFFICE, GO W. ON STATE SECONDARY 137 8.7
 MP0509'MI. TO A RD. FORK, ABOUT 0.4 MI. NE. OF TELEPHONE AND TELEGRAPH
 MP0509'COMPANY SUBSTATION, TURN LEFT (S.) AND FOLLOW MAIN TRAVELED RD. 3.4
 MP0509'MI. TO A RD. FORK BY A SHELTER CABIN, TURN LEFT (E.) AND GO 0.7 MI.,
 MP0509'TURN LEFT (N.) OFF OF RD. AND GO 0.3 MI. TO TOP OF KNOLL AND EDGE OF
 MP0509'MESA AND STATION.
 MP0509'
 MP0509'STATION MARK--STANDARD TABLET, STAMPED ---SAMUELS 1953---, SET IN A
 MP0509'CONCRETE POST, PROJECTING 0.4 FT. ABOVE THE GROUND.
 MP0509'
 MP0509'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1218 ***********************************************************************
 MO1218  DESIGNATION -  SAN FRAN NEW YORK AWY BCN 38
 MO1218  PID         -  MO1218
 MO1218  STATE/COUNTY-  WY/LARAMIE
 MO1218  USGS QUAD   -  HECLA (1978)
 MO1218
 MO1218                         *CURRENT SURVEY CONTROL
 MO1218  ___________________________________________________________________
 MO1218* NAD 83(1993)-  41 13 34.43877(N)    105 14 35.54034(W)     ADJUSTED  
 MO1218* NAVD 88     -      2313.3    (meters)    7590.     (feet)  VERTCON   
 MO1218  ___________________________________________________________________
 MO1218  LAPLACE CORR-         -17.25  (seconds)                    DEFLEC99
 MO1218  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 MO1218
 MO1218  HORZ ORDER  -  THIRD
 MO1218
 MO1218.The horizontal coordinates were established by classical geodetic methods
 MO1218.and adjusted by the National Geodetic Survey in January 1997..
 MO1218
 MO1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1218
 MO1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1218
 MO1218.The geoid height was determined by GEOID03.
 MO1218
 MO1218;                    North         East     Units Scale Factor Converg.
 MO1218;SPC WY E     -    80,646.877   193,582.848   MT  0.99993801   -0 03 01.6
 MO1218;UTM  13      - 4,563,900.076   479,616.122   MT  0.99960511   -0 09 37.0
 MO1218
 MO1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1218!SPC WY E     -   0.99963933  x   0.99993801  =   0.99957736
 MO1218!UTM  13      -   0.99963933  x   0.99960511  =   0.99924458
 MO1218
 MO1218                          SUPERSEDED SURVEY CONTROL
 MO1218
 MO1218  NAD 83(1986)-  41 13 34.42411(N)    105 14 35.53854(W) AD(       ) 4
 MO1218  NAD 27      -  41 13 34.49500(N)    105 14 33.60700(W) AD(       ) 3
 MO1218  NGVD 29 (07/19/86) 2312.2    (m)         7586.     (f) VERT ANG       
 MO1218
 MO1218.Superseded values are not recommended for survey control.
 MO1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1218.See file dsdata.txt to determine how the superseded data were derived.
 MO1218
 MO1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7961663900(NAD 83)
 MO1218_MARKER: 22 = AIRWAY BEACON
 MO1218
 MO1218  HISTORY     - Date     Condition        Report By
 MO1218  HISTORY     - 1947     FIRST OBSERVED   USGS
 MO1218  HISTORY     - 1948     GOOD             CGS
 MO1218
 MO1218                          STATION DESCRIPTION
 MO1218
 MO1218'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (MAH)
 MO1218'STATION MARK--STANDARD C.A.A. ROTATING BEACON.
 MO1218'
 MO1218'REFERENCE MARKS--NONE.
 MO1218
 MO1218                          STATION RECOVERY (1948)
 MO1218
 MO1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1218'STATION IS THE STANDARD C.A.A. ROTATING BEACON LOCATED ABOUT
 MO1218'22 MILES EAST-SOUTHEAST OF LARAMIE AND ABOUT 5 MILES NORTH
 MO1218'OF U.S. HIGHWAY 30.  THE BEACON IS ON A STRUCTURAL STEEL
 MO1218'TOWER ABOUT 50 FEET HIGH.  THE CENTER OF THE TOP OF THE
 MO1218'BEACON WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1245 ***********************************************************************
 MO1245  DESIGNATION -  SAN FRANCISCO NEW YORK AIRWAY BEACON 37
 MO1245  PID         -  MO1245
 MO1245  STATE/COUNTY-  WY/ALBANY
 MO1245  USGS QUAD   -  PILOT HILL (1992)
 MO1245
 MO1245                         *CURRENT SURVEY CONTROL
 MO1245  ___________________________________________________________________
 MO1245* NAD 83(1993)-  41 16 04.35096(N)    105 26 01.25269(W)     ADJUSTED  
 MO1245* NAVD 88     -      2693.4    (meters)    8837.     (feet)  VERTCON   
 MO1245  ___________________________________________________________________
 MO1245  LAPLACE CORR-          -7.95  (seconds)                    DEFLEC99
 MO1245  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 MO1245
 MO1245  HORZ ORDER  -  THIRD
 MO1245
 MO1245.The horizontal coordinates were established by classical geodetic methods
 MO1245.and adjusted by the National Geodetic Survey in January 1997..
 MO1245
 MO1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1245
 MO1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1245
 MO1245.The geoid height was determined by GEOID03.
 MO1245
 MO1245;                    North         East     Units Scale Factor Converg.
 MO1245;SPC WY E     -    85,302.884   177,627.262   MT  0.99994366   -0 10 34.0
 MO1245;UTM  13      - 4,568,585.128   463,674.760   MT  0.99961624   -0 17 09.8
 MO1245
 MO1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1245!SPC WY E     -   0.99957956  x   0.99994366  =   0.99952325
 MO1245!UTM  13      -   0.99957956  x   0.99961624  =   0.99919597
 MO1245
 MO1245                          SUPERSEDED SURVEY CONTROL
 MO1245
 MO1245  NAD 83(1986)-  41 16 04.33627(N)    105 26 01.24989(W) AD(       ) 4
 MO1245  NAD 27      -  41 16 04.40900(N)    105 25 59.30300(W) AD(       ) 3
 MO1245  NGVD 29 (07/19/86) 2692.2    (m)         8833.     (f) VERT ANG       
 MO1245
 MO1245.Superseded values are not recommended for survey control.
 MO1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1245.See file dsdata.txt to determine how the superseded data were derived.
 MO1245
 MO1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6367568585(NAD 83)
 MO1245_MARKER: 22 = AIRWAY BEACON
 MO1245
 MO1245  HISTORY     - Date     Condition        Report By
 MO1245  HISTORY     - 1933     FIRST OBSERVED   CGS
 MO1245  HISTORY     - 1947     GOOD             USGS
 MO1245  HISTORY     - 1948     GOOD             CGS
 MO1245
 MO1245                          STATION DESCRIPTION
 MO1245
 MO1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO1245'AIRWAY BEACON IS 36 IN BEACON ON 51-FOOT TOWER, ABOUT 10
 MO1245'MILES EAST OF LARAMIE.  TO REACH FROM LARAMIE, GO EAST
 MO1245'APPROXIMATELY 10 MILES ON LINCOLN HIGHWAY TO THE INTERSECTION
 MO1245'OF HAPPY JACK HIGHWAY WITH LINCOLN HIGHWAY, GO EAST ABOUT
 MO1245'1/2 MILE ON HAPPY JACK HIGHWAY, TURN LEFT AND GO APPROXIMATELY
 MO1245'2 MILES ON TRAIL TO SITE ON HIGH RIDGE OF SHERMAN HILL.
 MO1245
 MO1245                          STATION RECOVERY (1947)
 MO1245
 MO1245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (MAH)
 MO1245'STATION MARK--TOP OF BEACON.
 MO1245'
 MO1245'REFERENCE MARKS--NONE.
 MO1245
 MO1245                          STATION RECOVERY (1948)
 MO1245
 MO1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1245'STATION IS THE STANDARD C.A.A. ROTATING BEACON LOCATED ABOUT
 MO1245'8 MILES EAST OF LARAMIE AND ABOUT 2 MILES NORTH OF U.S. HIGHWAY
 MO1245'30.  THE BEACON IS ON A STRUCTURAL STEEL TOWER ABOUT 50 FEET
 MO1245'HIGH.  THE CENTER OF THE TOP OF THE BEACON WAS THE POINT
 MO1245'OBSERVED ON.
 MO1245'
 MO1245'PROBABLY THE SAME STATION AS SALT LAKE-OMAHA AIRWAY BEACON
 MO1245'NO. 38, 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0669 ***********************************************************************
 MP0669  DESIGNATION -  SAND
 MP0669  PID         -  MP0669
 MP0669  STATE/COUNTY-  WY/SWEETWATER
 MP0669  USGS QUAD   -  MC PHERSON SPRINGS (1970)
 MP0669
 MP0669                         *CURRENT SURVEY CONTROL
 MP0669  ___________________________________________________________________
 MP0669* NAD 83(1993)-  41 01 01.02946(N)    107 58 10.24416(W)     ADJUSTED  
 MP0669* NAVD 88     -      2018.6    (meters)    6623.     (feet)  VERTCON   
 MP0669  ___________________________________________________________________
 MP0669  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 MP0669  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 MP0669
 MP0669  HORZ ORDER  -  SECOND
 MP0669
 MP0669.The horizontal coordinates were established by classical geodetic methods
 MP0669.and adjusted by the National Geodetic Survey in January 1997..
 MP0669
 MP0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0669
 MP0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0669
 MP0669.The geoid height was determined by GEOID03.
 MP0669
 MP0669;                    North         East     Units Scale Factor Converg.
 MP0669;SPC WYWC     -    57,697.055   665,645.835   MT  0.99999052   +0 30 44.1
 MP0669;SPC WYEC     -   157,598.571   346,491.874   MT  0.99997273   -0 25 03.1
 MP0669;SPC CO N     -   494,637.486   706,699.442   MT  1.00004627   -1 35 44.3
 MP0669;SPC CO N     - 1,622,823.15  2,318,563.09   sFT  1.00004627   -1 35 44.3
 MP0669;UTM  13      - 4,544,887.487   250,307.776   MT  1.00036741   -1 56 59.4
 MP0669;UTM  12      - 4,545,063.855   754,820.025   MT  1.00039926   +1 59 23.7
 MP0669
 MP0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0669!SPC WYWC     -   0.99968584  x   0.99999052  =   0.99967637
 MP0669!SPC WYEC     -   0.99968584  x   0.99997273  =   0.99965858
 MP0669!SPC CO N     -   0.99968584  x   1.00004627  =   0.99973210
 MP0669!UTM  13      -   0.99968584  x   1.00036741  =   1.00005314
 MP0669!UTM  12      -   0.99968584  x   1.00039926  =   1.00008498
 MP0669
 MP0669|---------------------------------------------------------------------|
 MP0669| PID    Reference Object                     Distance      Geod. Az  |
 MP0669|                                                           dddmmss.s |
 MP0669| CP6569 SAND RM 1                            14.905 METERS 00445     |
 MP0669| CP6570 SAND RM 2                            16.950 METERS 26112     |
 MP0669| CP6568 SAND AZ MK                                         2884905.7 |
 MP0669|---------------------------------------------------------------------|
 MP0669
 MP0669                          SUPERSEDED SURVEY CONTROL
 MP0669
 MP0669  NAD 83(1993)-  41 01 01.02673(N)    107 58 10.23553(W) AD(       ) 2
 MP0669  NAD 83(1986)-  41 01 01.02439(N)    107 58 10.23545(W) AD(       ) 2
 MP0669  NAD 27      -  41 01 01.15100(N)    107 58 07.94800(W) AD(       ) 2
 MP0669  NGVD 29 (07/19/86) 2017.4    (m)         6619.     (f) VERT ANG       
 MP0669
 MP0669.Superseded values are not recommended for survey control.
 MP0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0669.See file dsdata.txt to determine how the superseded data were derived.
 MP0669
 MP0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF5030844887(NAD 83)
 MP0669_MARKER: DS = TRIANGULATION STATION DISK
 MP0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0669+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 MP0669
 MP0669  HISTORY     - Date     Condition        Report By
 MP0669  HISTORY     - 1937     MONUMENTED       CGS
 MP0669  HISTORY     - 1969     GOOD             USGS
 MP0669  HISTORY     - 20031206 GOOD             INDIV
 MP0669
 MP0669                          STATION DESCRIPTION
 MP0669
 MP0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0669'STATION IS ABOUT ONE MILE N OF THE STATE LINE BETWEEN COLORADO
 MP0669'AND WYOMING AND ABOUT 1-1/2 MILES S AND 16-1/2 MILES W OF
 MP0669'BAGGS, WYOMING.  ON TOP OF A LOW FLAT TOPPED CEDAR RIDGE JUST
 MP0669'N OF THE LITTLE SNAKE RIVER AND ABOUT 5 MILES W OF THE MOUTH
 MP0669'OF SAND CREEK.  THIS RIDGE RUNS IN APPROXIMATELY A NORTHEASTERLY
 MP0669'AND SOUTHWESTERLY DIRECTION AND IS CLEAR EXCEPT FOR INTERMITTENT
 MP0669'GROVES OF SMALL CEDAR TREES.
 MP0669'
 MP0669'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MP0669'BRONZE DISKS SET IN CONCRETE.
 MP0669'
 MP0669'REFERENCE MARK NO. 1 IS WNW OF THE STATION AT ABOUT THE SAME
 MP0669'ELEVATION.
 MP0669'
 MP0669'REFERENCE MARK NO. 2 IS WSW OF THE STATION AT ABOUT THE SAME
 MP0669'ELEVATION.
 MP0669'
 MP0669'AZIMUTH MARK IS ABOUT 0.2 MILE W OF THE STATION ON THE S
 MP0669'SLOPE OF A SMALL BUTTE.
 MP0669'
 MP0669'STATION IS REACHED FROM BAGGS, WYOMING, BY GOING N ON STATE
 MP0669'HIGHWAY 87 FOR 0.25 MILE TO A BRIDGE OF THE LITTLE SNAKE RIVER,
 MP0669'THENCE CONTINUE N ON PAVEMENT FOR 0.6 MILE TO SOME OLD CORRALS
 MP0669'ON THE LEFT SIDE OF THE ROAD, HERE LEAVE PAVED ROAD, TURN
 MP0669'LEFT AND GO W AND N ON OLD GRADED ROAD FOR 0.15 MILE, THENCE
 MP0669'TURN LEFT AND GO W AND S ON A GRADED DIRT ROAD FOR 3.2 MILES
 MP0669'TO A FORK, THENCE CONTINUE STRAIGHT AHEAD ON LEFT FORK, THE
 MP0669'MAIN-TRAVELED ROAD S ALONG FENCE FOR 0.2 MILE.  THENCE LEAVE
 MP0669'FENCE TURN RIGHT AND GO NW UP HILL ON BLADED ROAD FOR 1.6
 MP0669'MILES TO A FORK.  THENCE TAKE RIGHT FORK NW ON BLADED ROAD
 MP0669'FOR 2.1 MILES TO A WOODEN BRIDGE.  THENCE CONTINUE ON
 MP0669'MAIN-TRAVELED ROAD KEEPING TO ALL RIGHT FORKS, FOR 5.85 MILES
 MP0669'TO A GOOD SIZED DRY WASH.  CROSS WASH AND CONTINUE
 MP0669'NORTHERLY ON MAIN-TRAVELED ROAD, A TRAIL ROAD, FOR
 MP0669'1.15 MILES TO A FORK.  THENCE CONTINUE STRAIGHT AHEAD N ON
 MP0669'MAIN-TRAVELED ROAD, THE RIGHT FORK, FOR 1.0 MILE TO
 MP0669'CROSSROADS.  THENCE TURN LEFT AND GO SW ON MAIN-TRAVELED
 MP0669'TRAIL ROAD FOR 2.0 MILES TO SAND CREEK WHICH IS A WIDE DRY
 MP0669'SAND WASH.  THENCE CROSS WASH A DISTANCE OF 0.3 MILE.
 MP0669'THENCE FROM THE SW EDGE OF WASH FOLLOW A TRAIL ROAD S UP
 MP0669'HILL FOR 1.6 MILES TO THE TOP OF THE RIDGE.  THENCE CONTINUE
 MP0669'W ON MAIN TRAVELED ROAD ALONG THE TOP OF THE RIDGE FOR 1.6
 MP0669'MILES TO WHERE A WELL TRAVELED ROAD COMES IN ON THE LEFT.
 MP0669'THENCE CONTINUE W ON MAIN-TRAVELED ROAD ALONG TOP OF RIDGE
 MP0669'AND DOWN HILL FOR 0.2 MILE TO A DIM FORK AT THE EDGE OF
 MP0669'THE CEDAR TREES AT THE BASE OF A SMALL HILL.  THENCE LEAVE
 MP0669'THE MAIN-TRAVELED ROAD, TAKE LEFT FORK AND CONTINUE SW FOR
 MP0669'0.35 MILE TO A VERY DIM ROAD FORK.  THENCE TAKE RIGHT FORK
 MP0669'AND FOLLOW DIM TRACKS WESTERLY DOWN HILL ABOUT 0.25 MILE
 MP0669'AND PICK UP A MORE USED ROAD AND FOLLOW IT SOUTHWESTERLY
 MP0669'TOWARD A SADDLE ON RIDGE FOR 0.7 MILE TO THE SADDLE ON TOP
 MP0669'OF THE RIDGE AND A FORK.  THENCE TAKE LEFT FORK AND GO S
 MP0669'AND SE UP A CEDAR HILL FOR 0.3 MILE TO THE TOP.  THENCE LEAVE
 MP0669'ROAD, TURN LEFT AND GO EASTERLY ACROSS A SAGE BRUSH FLAT FOR
 MP0669'0.2 MILE TO THE E END OF HILL, THE HIGHEST POINT AND THE
 MP0669'STATION SITE.
 MP0669
 MP0669                          STATION RECOVERY (1969)
 MP0669
 MP0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (GDF)
 MP0669'FOUND ALL MARKS IN GOOD CONDITION.
 MP0669'
 MP0669'TO REACH FROM THE BRIDGE OVER THE LITTLE SNAKE RIVER ON
 MP0669'THE POWDER WASH ROAD (NEAR JCT. MOFFAT CO. RDS. 4 AND 7)
 MP0669'GO WEST 0.3 MILE TO T-RD. NORTH, TURN RIGHT AND FOLLOW MAIN
 MP0669'TRAVELED ROAD 7.8 MILES TO T-RD., TURN LEFT (CROSSING THE
 MP0669'STATE LINE AFTER ABOUT 3/4 MILE) AND FOLLOW THE MAIN ROAD
 MP0669'NORTH AND EAST 6.0 MILES TO CROSS RD., CONTINUE AHEAD, EAST,
 MP0669'0.75 MILE TO T-RD. SW., TURN RIGHT FOLLOW ROAD TO HIGHEST
 MP0669'POINT AND STATION.
 MP0669
 MP0669                          STATION RECOVERY (2003)
 MP0669
 MP0669'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RDS)
 MP0669'RECOVERED AS DESCRIBED - MARKER IS IN EXCELLENT CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0375 ***********************************************************************
 OV0375  DESIGNATION -  SAND
 OV0375  PID         -  OV0375
 OV0375  STATE/COUNTY-  WY/JOHNSON
 OV0375  USGS QUAD   -  RED FORK POWDER RIVER (1979)
 OV0375
 OV0375                         *CURRENT SURVEY CONTROL
 OV0375  ___________________________________________________________________
 OV0375* NAD 83(1993)-  43 41 06.38001(N)    106 48 09.28952(W)     ADJUSTED  
 OV0375* NAVD 88     -      1700.7    (meters)    5580.     (feet)  VERTCON   
 OV0375  ___________________________________________________________________
 OV0375  LAPLACE CORR-         -13.07  (seconds)                    DEFLEC99
 OV0375  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 OV0375
 OV0375  HORZ ORDER  -  THIRD
 OV0375
 OV0375.The horizontal coordinates were established by classical geodetic methods
 OV0375.and adjusted by the National Geodetic Survey in January 1997..
 OV0375
 OV0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0375
 OV0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0375
 OV0375.The geoid height was determined by GEOID03.
 OV0375
 OV0375;                    North         East     Units Scale Factor Converg.
 OV0375;SPC WYEC     -   453,900.743   442,791.525   MT  0.99996001   +0 21 59.7
 OV0375;UTM  13      - 4,838,477.944   354,716.420   MT  0.99985962   -1 14 42.9
 OV0375
 OV0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0375!SPC WYEC     -   0.99973527  x   0.99996001  =   0.99969529
 OV0375!UTM  13      -   0.99973527  x   0.99985962  =   0.99959493
 OV0375
 OV0375:                Primary Azimuth Mark                     Grid Az
 OV0375:SPC WYEC     -  DEER                                     026 16 24.6
 OV0375:UTM  13      -  DEER                                     027 53 07.2
 OV0375
 OV0375|---------------------------------------------------------------------|
 OV0375| PID    Reference Object                     Distance      Geod. Az  |
 OV0375|                                                           dddmmss.s |
 OV0375| OV0374 DEER                                APPROX. 6.5 KM 0263824.3 |
 OV0375|---------------------------------------------------------------------|
 OV0375
 OV0375                          SUPERSEDED SURVEY CONTROL
 OV0375
 OV0375  NAD 83(1986)-  43 41 06.36145(N)    106 48 09.26747(W) AD(       ) 3
 OV0375  NAD 27      -  43 41 06.48688(N)    106 48 07.07243(W) AD(       ) 3
 OV0375  NGVD 29 (07/19/86) 1699.9    (m)         5577.     (f) VERT ANG       
 OV0375
 OV0375.Superseded values are not recommended for survey control.
 OV0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0375.See file dsdata.txt to determine how the superseded data were derived.
 OV0375
 OV0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ5471638478(NAD 83)
 OV0375
 OV0375  HISTORY     - Date     Condition        Report By
 OV0375  HISTORY     - 1959     MONUMENTED       USGS
 OV0375  HISTORY     - 1961     GOOD             USGS
 OV0375
 OV0375                          STATION DESCRIPTION
 OV0375
 OV0375'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 OV0375'STATION IS LOCATED ABOUT 5.3 MI. AIR NE. OF BARNUM AND ABOUT 8.7 MI.
 OV0375'AIR W. OF KAYCEE, NEAR THE NE.1/4 OF THE NW. 1/4 OF SEC.32, T. 43
 OV0375'N.,R.,83 W.
 OV0375'
 OV0375'TO REACH STATION FROM U.S. POST OFFICE, KAYCEE WYOMING, DRIVE N. ON
 OV0375'U.S. HIGHWAY 87 FOR 0.3 MI. TO JUNCTION OF HIGHWAY 87 AND STATE
 OV0375'SECONDARY 1001, TURN LEFT, W., 1.1 MI. ALONG STATE SECONDARY 1001
 OV0375'TO JUNCTION OF STATE SECONDARIES 1001 AND 1000,TURN LEFT, S. AND
 OV0375'CONTINUE 6.4 MI. ALONG STATE SECONDARY 1000 BARNUM RD. TO T-JUNCTION
 OV0375'OF HIGHWWAY AND RD. N. TO BENTONITE MINE, TURN RIGHT, N. AND CONTINUE
 OV0375'0.1 MI. ALONG TRACK RD. THROUGH GATE, CONTINUE W. AND N. 1.5 MI. ALONG
 OV0375'TRACK RD. UP HILL TO T-JUNCTION OF N-S. RD. AND RD. W., TURN LEFT W.
 OV0375'AND CONTINUE 0.7 MI. ALONG TRACK RD. TO GATE IN N-S. FENCE
 OV0375'CONTINUE W. 0.3 MI. ALONG TRACK RD. TO Y-RD. JUNCTION, TAKE RIGHT
 OV0375'FORK N., 0.5 MI. TO Y-RD. JUNCTION, TURN LEFT,
 OV0375'W. AND CONTINUE 0.3 MI. TO Y-RD. JUNCTION S. OF DRAIN, TURN RIGHT NW.
 OV0375'AND CONTINUE 0.3 MI. ALONG TRACK RD. TO GATE IN N-S. FENCE, CONTINUE
 OV0375'W. 0.6 MI. ALONG TRACK RD. TO TURN IN RD. N. TURN LEFT, W. AND
 OV0375'CONTINUE ACROSS COUNTRY 0.2 MI. TO TOP OF RED BLUFF OVERLOOKING THE
 OV0375'RED FORK OF POWDER RIVER AND STATION SITE.
 OV0375'
 OV0375'RECOVERED.
 OV0375'
 OV0375'STATION MARK - STANDARD TABLET STAMPED --- SAND 1959 ---, SET IN PIPE
 OV0375'PROJECTING 0.3 FT. ABOVE GROUND.
 OV0375'
 OV0375'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0262 ***********************************************************************
 OW0262  DESIGNATION -  SAND
 OW0262  PID         -  OW0262
 OW0262  STATE/COUNTY-  WY/FREMONT
 OW0262  USGS QUAD   -  INDIAN BUTTE (1978)
 OW0262
 OW0262                         *CURRENT SURVEY CONTROL
 OW0262  ___________________________________________________________________
 OW0262* NAD 83(1993)-  43 02 04.57438(N)    108 09 54.12566(W)     ADJUSTED  
 OW0262* NAVD 88     -      1685.3    (meters)    5529.     (feet)  VERTCON   
 OW0262  ___________________________________________________________________
 OW0262  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 OW0262  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 OW0262
 OW0262  HORZ ORDER  -  SECOND
 OW0262
 OW0262.The horizontal coordinates were established by classical geodetic methods
 OW0262.and adjusted by the National Geodetic Survey in January 1997..
 OW0262
 OW0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0262
 OW0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0262
 OW0262.The geoid height was determined by GEOID03.
 OW0262
 OW0262;                    North         East     Units Scale Factor Converg.
 OW0262;SPC WYWC     -   281,663.870   647,668.923   MT  0.99996544   +0 23 57.2
 OW0262;UTM  12      - 4,768,558.401   730,950.225   MT  1.00025621   +1 56 08.0
 OW0262
 OW0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0262!SPC WYWC     -   0.99973801  x   0.99996544  =   0.99970346
 OW0262!UTM  12      -   0.99973801  x   1.00025621  =   0.99999415
 OW0262
 OW0262|---------------------------------------------------------------------|
 OW0262| PID    Reference Object                     Distance      Geod. Az  |
 OW0262|                                                           dddmmss.s |
 OW0262| CP6566 SAND RM 1                             8.440 METERS 12221     |
 OW0262| CP6565 SAND AZ MK                                         1230459.0 |
 OW0262| CP6567 SAND RM 2                             8.412 METERS 21536     |
 OW0262| OW0271 RIVERTON MUNICIPAL TANK             APPROX.18.7 KM 2663331.9 |
 OW0262| OW0266 RIVERTON STATE PRISON FARM TK       APPROX.17.0 KM 2792016.9 |
 OW0262|---------------------------------------------------------------------|
 OW0262
 OW0262                          SUPERSEDED SURVEY CONTROL
 OW0262
 OW0262  NAD 83(1986)-  43 02 04.55953(N)    108 09 54.12970(W) AD(       ) 2
 OW0262  NAD 27      -  43 02 04.71200(N)    108 09 51.78500(W) AD(       ) 2
 OW0262  NGVD 29 (07/19/86) 1684.3    (m)         5526.     (f) VERT ANG       
 OW0262
 OW0262.Superseded values are not recommended for survey control.
 OW0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0262.See file dsdata.txt to determine how the superseded data were derived.
 OW0262
 OW0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3095068558(NAD 83)
 OW0262_MARKER: DS = TRIANGULATION STATION DISK
 OW0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0262
 OW0262  HISTORY     - Date     Condition        Report By
 OW0262  HISTORY     - 1936     MONUMENTED       CGS
 OW0262
 OW0262                          STATION DESCRIPTION
 OW0262
 OW0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0262'ABOUT 33 MILES AIR LINE NORTHEAST OF LANDER, ABOUT 13 MILES
 OW0262'SOUTH BY WEST OF SHOSHONI, ABOUT 12 MILES EAST OF RIVERTON, ON
 OW0262'HIGHEST PART OF FLAT TOP OF LARGE PROMINENT BARE MESA WHICH HAS
 OW0262'GOOD VISIBILITY IN ALL DIRECTIONS.  MESA HAS FINE SAND TOP AND
 OW0262'IS SPARSELY COVERED WITH GRASS AND SAGEBRUSH.  TO REACH FROM
 OW0262'RIVERTON, FOLLOW ROUTE GIVEN FOR STATION CONAUT
 OW0262'AS FAR AS FORKS 4.3 MILES BEYOND BRIDGE IN WASH.  TAKE LEFT
 OW0262'FORK AND GO 0.9 MILE TO CROSSROAD.  TURN LEFT AND FOLLOW TRACK
 OW0262'ROAD NORTH 1.5 MILES TO TOP OF HILL.  AZIMUTH MARK IS ABOUT
 OW0262'50 YARDS SOUTHEAST OF THIS POINT.  TURN LEFT OFF ROAD AND GO
 OW0262'0.2 MILE TO HIGHEST POINT AND STATION.  SURFACE AND
 OW0262'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE,
 OW0262'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE.
 OW0262'NO. 1 IS 8.440 METERS (27.69 FEET) SOUTHEAST OF
 OW0262'STATION S 57 DEG 39 MIN E.  NO. 2 IS 8.412 METERS
 OW0262'(27.60 FEET) SOUTHWEST S 35 DEG 36 MIN W.  AZIMUTH
 OW0262'MARK IS ON EAST EDGE OF FLAT TOP OF MESA, ABOUT 50 YARDS
 OW0262'EAST OF POINT WHERE TRACK ROAD LEADING TO STATION CROSSES
 OW0262'HILL, AND 1/4 MILE SOUTHEAST OF STATION S 56 DEG 55 MIN E.
 OW0262'RIVERTON, MUNICIPAL WATER TANK, FINIAL, AND RIVERTON,
 OW0262'STATE PRISON FARM, TANK
 OW0262'MAY ALSO BE USED AS AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0484 ***********************************************************************
 NQ0484  DESIGNATION -  SAND
 NQ0484  PID         -  NQ0484
 NQ0484  STATE/COUNTY-  WY/PLATTE
 NQ0484  USGS QUAD   -  GUERNSEY (1990)
 NQ0484
 NQ0484                         *CURRENT SURVEY CONTROL
 NQ0484  ___________________________________________________________________
 NQ0484* NAD 83(1993)-  42 15 47.41301(N)    104 42 10.37257(W)     ADJUSTED  
 NQ0484* NAVD 88     -      1367.     (meters)    4485.     (feet)  SCALED    
 NQ0484  ___________________________________________________________________
 NQ0484  LAPLACE CORR-          -7.85  (seconds)                    DEFLEC99
 NQ0484  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 NQ0484
 NQ0484  HORZ ORDER  -  THIRD
 NQ0484
 NQ0484.The horizontal coordinates were established by classical geodetic methods
 NQ0484.and adjusted by the National Geodetic Survey in January 1997..
 NQ0484
 NQ0484.The orthometric height was scaled from a topographic map.
 NQ0484
 NQ0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0484
 NQ0484.The geoid height was determined by GEOID03.
 NQ0484
 NQ0484;                    North         East     Units Scale Factor Converg.
 NQ0484;SPC WY E     -   195,911.903   238,263.890   MT  0.99995551   +0 18 42.9
 NQ0484;UTM  13      - 4,679,039.124   524,505.028   MT  0.99960739   +0 11 59.4
 NQ0484
 NQ0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0484!SPC WY E     -   0.99978804  x   0.99995551  =   0.99974356
 NQ0484!UTM  13      -   0.99978804  x   0.99960739  =   0.99939551
 NQ0484
 NQ0484|---------------------------------------------------------------------|
 NQ0484| PID    Reference Object                     Distance      Geod. Az  |
 NQ0484|                                                           dddmmss.s |
 NQ0484| CQ4857 SAND RM 1                             8.317 METERS 03530     |
 NQ0484| CQ4856 SAND AZ MK                                         1063015.4 |
 NQ0484| CQ4858 SAND RM 2                             8.666 METERS 28814     |
 NQ0484|---------------------------------------------------------------------|
 NQ0484
 NQ0484                          SUPERSEDED SURVEY CONTROL
 NQ0484
 NQ0484  NAD 83(1986)-  42 15 47.39024(N)    104 42 10.36671(W) AD(       ) 3
 NQ0484  NAD 27      -  42 15 47.50430(N)    104 42 08.49680(W) AD(       ) 3
 NQ0484
 NQ0484.Superseded values are not recommended for survey control.
 NQ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0484.See file dsdata.txt to determine how the superseded data were derived.
 NQ0484
 NQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2450579039(NAD 83)
 NQ0484_MARKER: DS = TRIANGULATION STATION DISK
 NQ0484_SETTING: 0 = UNSPECIFIED SETTING
 NQ0484
 NQ0484  HISTORY     - Date     Condition        Report By
 NQ0484  HISTORY     - 1963     MONUMENTED       CGS
 NQ0484
 NQ0484                          STATION DESCRIPTION
 NQ0484
 NQ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0484'THE STATION IS LOCATED 2.2 MILES EAST OF GUERNSEY ON THE
 NQ0484'RIGHT-OF-WAY OF U.S. HIGHWAY 26.  IN THE SOUTHEAST 1/4 OF SEC.
 NQ0484'31 T27N R66W.
 NQ0484'
 NQ0484'TO REACH THE STATION FROM THE POST OFFICE IN GUERNSEY, GO NORTH
 NQ0484'FOR 1 BLOCK TO U.S. HIGHWAY 26.  TURN RIGHT AND GO EAST ON
 NQ0484'U.S. HIGHWAY 26 FOR 2.1 MILES TO THE STATION ON THE RIGHT
 NQ0484'ON TOP OF A CUT BANK.
 NQ0484'
 NQ0484'THE STATION MARK IS A STANDARD DISK STAMPED SAND 1963, BRAZED
 NQ0484'TO THE TOP OF A 3-INCH CAST IRON PIPE.  IT IS 144 FEET SOUTH
 NQ0484'OF THE CENTER OF U.S. HIGHWAY 26, 5.5 FEET NORTHWEST OF THE
 NQ0484'WITNESS POST AND 5 FEET NORTH OF A WIRE FENCE.
 NQ0484'
 NQ0484'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SAND NO 1 1963,
 NQ0484'BRAZED TO THE TOP OF A 3-INCH CAST IRON PIPE.  IT IS 118 FEET
 NQ0484'SOUTH OF THE CENTER OF U.S. HIGHWAY 26 AND 31.5 FEET NORTH OF
 NQ0484'THE WITNESS POST.
 NQ0484'
 NQ0484'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SAND NO 2 1963,
 NQ0484'BRAZED TO THE TOP OF A 3-INCH CAST IRON PIPE.  IT IS 121 FEET
 NQ0484'SOUTH OF THE CENTER OF U.S. HIGHWAY 26, 31.5 FEET WEST OF THE
 NQ0484'WITNESS POST AND 2 FEET NORTH OF A WIRE FENCE.
 NQ0484'
 NQ0484'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SAND 1963, SET IN
 NQ0484'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NQ0484'6 INCHES.  IT IS 98 FEET EAST OF THE CENTER OF A PAVED DRIVEWAY
 NQ0484'TO A FIELD, 94 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 26,
 NQ0484'55 FEET SOUTH OF A WIRE FENCE AND 1.5 FEET WEST OF THE WITNESS
 NQ0484'POST.
 NQ0484'
 NQ0484'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 NQ0484'HIGHWAY 26 FOR 0.6 MILE TO A PAVED FIELD DRIVE AND AZIMUTH
 NQ0484'MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0475 ***********************************************************************
 PV0475  DESIGNATION -  SAND
 PV0475  PID         -  PV0475
 PV0475  STATE/COUNTY-  WY/CROOK
 PV0475  USGS QUAD   -  RED CANYON CREEK (1984)
 PV0475
 PV0475                         *CURRENT SURVEY CONTROL
 PV0475  ___________________________________________________________________
 PV0475* NAD 83(1993)-  44 29 10.84783(N)    104 07 54.19919(W)     ADJUSTED  
 PV0475* NAVD 88     -      1367.3    (meters)    4486.     (feet)  VERTCON   
 PV0475  ___________________________________________________________________
 PV0475  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 PV0475  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 PV0475
 PV0475  HORZ ORDER  -  THIRD
 PV0475
 PV0475.The horizontal coordinates were established by classical geodetic methods
 PV0475.and adjusted by the National Geodetic Survey in January 1998..
 PV0475
 PV0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0475
 PV0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0475
 PV0475.The geoid height was determined by GEOID03.
 PV0475
 PV0475;                    North         East     Units Scale Factor Converg.
 PV0475;SPC WY E     -   443,308.348   282,322.845   MT  1.00002081   +0 43 31.0
 PV0475;UTM  13      - 4,926,259.199   569,042.306   MT  0.99965862   +0 36 30.5
 PV0475
 PV0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0475!SPC WY E     -   0.99978786  x   1.00002081  =   0.99980866
 PV0475!UTM  13      -   0.99978786  x   0.99965862  =   0.99944655
 PV0475
 PV0475:                Primary Azimuth Mark                     Grid Az
 PV0475:SPC WY E     -  EDWARDS SECONDARY                        081 26 07.6
 PV0475:UTM  13      -  EDWARDS SECONDARY                        081 33 08.1
 PV0475
 PV0475|---------------------------------------------------------------------|
 PV0475| PID    Reference Object                     Distance      Geod. Az  |
 PV0475|                                                           dddmmss.s |
 PV0475| PU2377 EDWARDS SECONDARY                   APPROX.12.5 KM 0820938.6 |
 PV0475|---------------------------------------------------------------------|
 PV0475
 PV0475                          SUPERSEDED SURVEY CONTROL
 PV0475
 PV0475  NAD 83(1993)-  44 29 10.84707(N)    104 07 54.19995(W) AD(       ) 3
 PV0475  NAD 83(1986)-  44 29 10.84016(N)    104 07 54.19088(W) AD(       ) 3
 PV0475  NAD 27      -  44 29 10.89321(N)    104 07 52.40760(W) AD(       ) 3
 PV0475  NGVD 29 (07/19/86) 1366.7    (m)         4484.     (f) VERT ANG       
 PV0475
 PV0475.Superseded values are not recommended for survey control.
 PV0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0475.See file dsdata.txt to determine how the superseded data were derived.
 PV0475
 PV0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK6904226259(NAD 83)
 PV0475_MARKER: DD = SURVEY DISK
 PV0475_SETTING: 0 = UNSPECIFIED SETTING
 PV0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0475
 PV0475  HISTORY     - Date     Condition        Report By
 PV0475  HISTORY     - 1957     MONUMENTED       USGS
 PV0475
 PV0475                          STATION DESCRIPTION
 PV0475
 PV0475'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0475'STATION IS LOCATED ABOUT 4.5 MI. S. AND 1.5 MI. W. OF BEULAH,
 PV0475'WYOMING.  IT IS IN THE W. PART OF SEC. 21, R 61 W, T 52 N, CROOK
 PV0475'COUNTY, WYOMING, ON THE TOP OF A FLAT OPEN HILL IN THE PROPERTY
 PV0475'OWNED BY N. H. THOMPSON.
 PV0475'
 PV0475'TO REACH THE STATION FROM THE POST OFFICE AT BEULAH, WYOMING, GO S.
 PV0475'FOR 200 FT. TO U.S. HIGHWAY NO. 14, THENCE W. FOR 0.1 MI. TO A T-RD
 PV0475'S.  TURN LEFT AND GO S. ON THE MAIN TRAVELED DIRT RD. FOR 5.5 MI.
 PV0475'CROSSING THROUGH TWO CATTLEGUARDS AND STATE GAME REFUGE TO THE TOP
 PV0475'OF FLAT CLEAR HILL.  THE STATION IS 200 FT. E. OF THE RD. ON THE TOP
 PV0475'OF THE HILL.
 PV0475'
 PV0475'STATION MARK--A STANDARD USGS ALUMINUM TABLET SET IN THE TOP OF
 PV0475'CONCRETE POST, PROJECTING 0.2 FT. ABOVE THE GROUND, STAMPED ---SAND
 PV0475'1957---.
 PV0475'
 PV0475'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0583 ***********************************************************************
 PW0583  DESIGNATION -  SAND
 PW0583  PID         -  PW0583
 PW0583  STATE/COUNTY-  WY/SHERIDAN
 PW0583  USGS QUAD   -  LARIAT (1972)
 PW0583
 PW0583                         *CURRENT SURVEY CONTROL
 PW0583  ___________________________________________________________________
 PW0583* NAD 83(1993)-  44 37 13.10374(N)    106 00 09.72111(W)     ADJUSTED  
 PW0583* NAVD 88     -      1237.     (meters)    4058.     (feet)  SCALED    
 PW0583  ___________________________________________________________________
 PW0583  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 PW0583  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 PW0583
 PW0583  HORZ ORDER  -  THIRD
 PW0583
 PW0583.The horizontal coordinates were established by classical geodetic methods
 PW0583.and adjusted by the National Geodetic Survey in January 1997..
 PW0583
 PW0583.The orthometric height was scaled from a topographic map.
 PW0583
 PW0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0583
 PW0583.The geoid height was determined by GEOID03.
 PW0583
 PW0583;                    North         East     Units Scale Factor Converg.
 PW0583;SPC WYEC     -   558,533.813   505,600.354   MT  1.00007459   +0 56 05.0
 PW0583;UTM  13      - 4,941,261.629   420,451.615   MT  0.99967782   -0 42 15.6
 PW0583
 PW0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0583!SPC WYEC     -   0.99980845  x   1.00007459  =   0.99988303
 PW0583!UTM  13      -   0.99980845  x   0.99967782  =   0.99948633
 PW0583
 PW0583:                Primary Azimuth Mark                     Grid Az
 PW0583:SPC WYEC     -  TINCOM                                   281 25 46.9
 PW0583:UTM  13      -  TINCOM                                   283 04 07.5
 PW0583
 PW0583|---------------------------------------------------------------------|
 PW0583| PID    Reference Object                     Distance      Geod. Az  |
 PW0583|                                                           dddmmss.s |
 PW0583| PW0585 TINCOM                              APPROX. 3.6 KM 2822151.9 |
 PW0583|---------------------------------------------------------------------|
 PW0583
 PW0583                          SUPERSEDED SURVEY CONTROL
 PW0583
 PW0583  NAD 83(1986)-  44 37 13.08418(N)    106 00 09.68949(W) AD(       ) 3
 PW0583
 PW0583.Superseded values are not recommended for survey control.
 PW0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0583.See file dsdata.txt to determine how the superseded data were derived.
 PW0583
 PW0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK2045241262(NAD 83)
 PW0583_MARKER: DB = BENCH MARK DISK
 PW0583_SETTING: 66 = SET IN ROCK OUTCROP
 PW0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0583
 PW0583  HISTORY     - Date     Condition        Report By
 PW0583  HISTORY     - 1908     MONUMENTED       USGS
 PW0583
 PW0583                          STATION DESCRIPTION
 PW0583
 PW0583'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 PW0583'STATION IS LOCATED ABOUT 7 MI. FROM ARVADA, ON RIDGE BETWEEN WILDHORSE
 PW0583'CREEK AND MIDDLE FORK OF WILDHORSE CREEK, 1 MI. N. OF HOUSE IN GULCH
 PW0583'ON SOUTH SIDE OF RIDGE, ABOUT 1 MI. S. 15 DEGREES W. OF FIRST HOUSE
 PW0583'UP MIDDLE FORK FROM WHERE THE TWO CREEKS JOIN.  THE MAIN RD. UP
 PW0583'WILDHORSE CREEK ON THE NORTH SIDE OF RAILWAY PASSES ABOUT 0.75 MI. SW.
 PW0583'OF STATION.
 PW0583'
 PW0583'STATION MARK--ALUMINUM BENCH MARK TABLET CEMENTED IN FLAT SOLID
 PW0583'SANDSTONE IN PATCH OF SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0649 ***********************************************************************
 MP0649  DESIGNATION -  SAND ET
 MP0649  PID         -  MP0649
 MP0649  STATE/COUNTY-  WY/CARBON
 MP0649  USGS QUAD   -  TULLIS (1983)
 MP0649
 MP0649                         *CURRENT SURVEY CONTROL
 MP0649  ___________________________________________________________________
 MP0649* NAD 83(1993)-  41 08 29.55119(N)    107 18 04.94735(W)     ADJUSTED  
 MP0649* NAVD 88     -      2430.8    (meters)    7975.     (feet)  VERTCON   
 MP0649  ___________________________________________________________________
 MP0649  LAPLACE CORR-          12.11  (seconds)                    DEFLEC99
 MP0649  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 MP0649
 MP0649  HORZ ORDER  -  THIRD
 MP0649
 MP0649.The horizontal coordinates were established by classical geodetic methods
 MP0649.and adjusted by the National Geodetic Survey in January 1997..
 MP0649
 MP0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0649
 MP0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0649
 MP0649.The geoid height was determined by GEOID03.
 MP0649
 MP0649;                    North         East     Units Scale Factor Converg.
 MP0649;SPC WYEC     -   171,239.565   402,682.954   MT  0.99993759   +0 01 15.7
 MP0649;UTM  13      - 4,557,022.519   306,858.469   MT  1.00005913   -1 30 52.5
 MP0649
 MP0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0649!SPC WYEC     -   0.99962080  x   0.99993759  =   0.99955842
 MP0649!UTM  13      -   0.99962080  x   1.00005913  =   0.99967991
 MP0649
 MP0649:                Primary Azimuth Mark                     Grid Az
 MP0649:SPC WYEC     -  15 WR                                    208 37 40.1
 MP0649:UTM  13      -  15 WR                                    210 09 48.3
 MP0649
 MP0649|---------------------------------------------------------------------|
 MP0649| PID    Reference Object                     Distance      Geod. Az  |
 MP0649|                                                           dddmmss.s |
 MP0649| MP0651 15 WR                               APPROX. 4.2 KM 2083855.8 |
 MP0649|---------------------------------------------------------------------|
 MP0649
 MP0649                          SUPERSEDED SURVEY CONTROL
 MP0649
 MP0649  NAD 83(1986)-  41 08 29.54448(N)    107 18 04.93666(W) AD(       ) 3
 MP0649  NAD 27      -  41 08 29.67432(N)    107 18 02.72359(W) AD(       ) 3
 MP0649  NGVD 29 (07/19/86) 2429.6    (m)         7971.     (f) VERT ANG       
 MP0649
 MP0649.Superseded values are not recommended for survey control.
 MP0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0649.See file dsdata.txt to determine how the superseded data were derived.
 MP0649
 MP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF0685857023(NAD 83)
 MP0649_MARKER: DD = SURVEY DISK
 MP0649_SETTING: 0 = UNSPECIFIED SETTING
 MP0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0649
 MP0649  HISTORY     - Date     Condition        Report By
 MP0649  HISTORY     - 1959     MONUMENTED       USGS
 MP0649
 MP0649                          STATION DESCRIPTION
 MP0649
 MP0649'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0649'LOCATED ABOUT 12.0 MI. (AIRLINE) NE. OF SAVERY, WYOMING, AND ABOUT
 MP0649'3.5 MI. (AIRLINE) E. OF SAVERY CREEK.  ON THE CREST OF A HIGH RIDGE
 MP0649'KNOWN LOCALLY AS ---SANDSTONE RIDGE---.
 MP0649'
 MP0649'TO REACH FROM THE TULLIS RANCH, WHICH IS A PROMINENT RANCH ABOUT 3.0
 MP0649'MI. (AIRLINE) SE. OF THE CONFLUENCE OF SAVERY AND LITTLE SAVERY
 MP0649'CREEKS, GO SE. FROM RANCH 3.5 MI. TO A Y-RD., TAKE RIGHT FORK, GO
 MP0649'10.0 MI. ALONG GRADED RD. INTO THE MEDICINE BOW NATIONAL FOREST AND
 MP0649'TO A DIM RD. W. ALONG SANDSTONE RIDGE, TURN RIGHT AND GO CROSS
 MP0649'COUNTRY 0.2 MI. TO STATION SITE, WHICH IS IN CENTERLINE OF A
 MP0649'DIM TRAIL NEAR THE W. END OF A QUAKING ASPEN GROVE.
 MP0649'
 MP0649'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---SAND ET
 MP0649'1959---, WELDED ONTO TOP OF A 2 IN. PIPE PROTRUDING 0.4 FT. ABOVE
 MP0649'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0451 ***********************************************************************
 NR0451  DESIGNATION -  SANDLE
 NR0451  PID         -  NR0451
 NR0451  STATE/COUNTY-  WY/CARBON
 NR0451  USGS QUAD   -  BUCKLIN RESERVOIRS (1981)
 NR0451
 NR0451                         *CURRENT SURVEY CONTROL
 NR0451  ___________________________________________________________________
 NR0451* NAD 83(1993)-  42 25 06.86923(N)    107 29 58.88859(W)     ADJUSTED  
 NR0451* NAVD 88     -      2019.0    (meters)    6624.     (feet)  VERTCON   
 NR0451  ___________________________________________________________________
 NR0451  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 NR0451  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NR0451
 NR0451  HORZ ORDER  -  THIRD
 NR0451
 NR0451.The horizontal coordinates were established by classical geodetic methods
 NR0451.and adjusted by the National Geodetic Survey in January 1997..
 NR0451
 NR0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0451
 NR0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0451
 NR0451.The geoid height was determined by GEOID03.
 NR0451
 NR0451;                    North         East     Units Scale Factor Converg.
 NR0451;SPC WYEC     -   313,082.396   386,308.667   MT  0.99993981   -0 06 44.0
 NR0451;UTM  13      - 4,699,279.012   294,337.772   MT  1.00012044   -1 41 12.2
 NR0451
 NR0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0451!SPC WYEC     -   0.99968546  x   0.99993981  =   0.99962529
 NR0451!UTM  13      -   0.99968546  x   1.00012044  =   0.99980586
 NR0451
 NR0451:                Primary Azimuth Mark                     Grid Az
 NR0451:SPC WYEC     -  B 31                                     105 55 58.1
 NR0451:UTM  13      -  B 31                                     107 30 26.3
 NR0451
 NR0451|---------------------------------------------------------------------|
 NR0451| PID    Reference Object                     Distance      Geod. Az  |
 NR0451|                                                           dddmmss.s |
 NR0451| NR0181 B 31                                APPROX.10.0 KM 1054914.1 |
 NR0451|---------------------------------------------------------------------|
 NR0451
 NR0451                          SUPERSEDED SURVEY CONTROL
 NR0451
 NR0451  NAD 83(1986)-  42 25 06.85665(N)    107 29 58.88384(W) AD(       ) 3
 NR0451  NAD 27      -  42 25 07.01022(N)    107 29 56.64006(W) AD(       ) 3
 NR0451  NGVD 29 (07/19/86) 2017.9    (m)         6620.     (f) VERT ANG       
 NR0451
 NR0451.Superseded values are not recommended for survey control.
 NR0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0451.See file dsdata.txt to determine how the superseded data were derived.
 NR0451
 NR0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG9433899279(NAD 83)
 NR0451
 NR0451  HISTORY     - Date     Condition        Report By
 NR0451  HISTORY     - 1948     MONUMENTED       USGS
 NR0451  HISTORY     - 1961     GOOD             USGS
 NR0451
 NR0451                          STATION DESCRIPTION
 NR0451
 NR0451'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (ATW)
 NR0451'STATION IS LOCATED ABOUT 4.5 MI. NNW. OF THREE FORKS, 1/4 MI. E. OF
 NR0451'HIGHWAY 287.
 NR0451'
 NR0451'TO REACH FROM JUNCTION U.S. HIGHWAY 287 AND STATE HIGHWAY 220 AT
 NR0451'THREE FORKS, GO NW. ON HIGHWAY 287 4.05 MI. TO JUNCTION TRAIL RIGHT,
 NR0451'TURN RIGHT THRU GATE, THENCE SHARP LEFT ALONG FENCE LINE APPROXIMATELY
 NR0451'100 FT. TO TRAIL, THENCE ON TRAIL 0.3 MI. TO TRAIL JUNCTION, TAKE
 NR0451'RIGHT 0.25 MI. TO TRAIL LEFT, TAKE LEFT 0.3 MI. TO TOP OF RIDGE AND
 NR0451'JUNCTION DIM TRAIL, TAKE RIGHT APPROXIMATELY 300 FT. TO HIGHEST POINT
 NR0451'OF RIDGE AND STATION SITE.  STATION IS 775 FT. NE. OF SW. TIP OF RIDGE
 NR0451'ABOVE HIGHWAY.
 NR0451'
 NR0451'RECOVERED.
 NR0451'
 NR0451'STATION MARK--STANDARD TABLET IN CONCRETE PROJECTING 7 IN., STAMPED
 NR0451'---SANDLE 1948 VABM 6620---.
 NR0451'
 NR0451'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN CONCRETE
 NR0451'PROJECTING 2 IN., STAMPED ---SANDLE NO. 1 1948---, 776.00 FT. FROM
 NR0451'STATION, N 50 DEG 16 MIN E.
 NR0451'
 NR0451'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN CONCRETE
 NR0451'PROJECTING 4 IN., STAMPED ---SANDLE NO. 2 1948---, 96.00 FT. FROM
 NR0451'STATION, S 36 DEG 43 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0155 ***********************************************************************
 NS0155  DESIGNATION -  SANDRAW
 NS0155  PID         -  NS0155
 NS0155  STATE/COUNTY-  WY/FREMONT
 NS0155  USGS QUAD   -  ELKHORN SPRINGS (1953)
 NS0155
 NS0155                         *CURRENT SURVEY CONTROL
 NS0155  ___________________________________________________________________
 NS0155* NAD 83(1993)-  42 44 50.00702(N)    108 02 02.00468(W)     ADJUSTED  
 NS0155* NAVD 88     -      2241.7    (meters)    7355.     (feet)  VERTCON   
 NS0155  ___________________________________________________________________
 NS0155  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 NS0155  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NS0155
 NS0155  HORZ ORDER  -  FIRST
 NS0155
 NS0155.The horizontal coordinates were established by classical geodetic methods
 NS0155.and adjusted by the National Geodetic Survey in January 1997..
 NS0155
 NS0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0155
 NS0155.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0155
 NS0155.The geoid height was determined by GEOID03.
 NS0155
 NS0155;                    North         East     Units Scale Factor Converg.
 NS0155;SPC WYWC     -   249,823.288   658,627.539   MT  0.99997977   +0 29 09.9
 NS0155;UTM  12      - 4,737,012.208   742,760.090   MT  1.00032509   +2 00 51.4
 NS0155;UTM  13      - 4,737,209.561   251,692.043   MT  1.00035862   -2 03 37.3
 NS0155
 NS0155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0155!SPC WYWC     -   0.99965058  x   0.99997977  =   0.99963036
 NS0155!UTM  12      -   0.99965058  x   1.00032509  =   0.99997556
 NS0155!UTM  13      -   0.99965058  x   1.00035862  =   1.00000908
 NS0155
 NS0155:                Primary Azimuth Mark                     Grid Az
 NS0155:SPC WYWC     -  WESTERNMOST DERRICK OF 2 NE              043 23 56.3
 NS0155:UTM  12      -  WESTERNMOST DERRICK OF 2 NE              041 52 14.8
 NS0155:UTM  13      -  WESTERNMOST DERRICK OF 2 NE              045 56 43.5
 NS0155
 NS0155|---------------------------------------------------------------------|
 NS0155| PID    Reference Object                     Distance      Geod. Az  |
 NS0155|                                                           dddmmss.s |
 NS0155| CP6019 WESTERNMOST DERRICK OF 2 NE                        0435306.2 |
 NS0155| CP6575 SANDRAW RM 1                         35.561 METERS 07958     |
 NS0155| CP6576 SANDRAW RM 2                          5.076 METERS 14320     |
 NS0155| NR0462 CROOKS MTN BLM RAD MAST             APPROX.39.1 KM 1705259.4 |
 NS0155| CP6574 SANDRAW AZ MK                                      1995251.3 |
 NS0155| OW0271 RIVERTON MUNICIPAL TANK             APPROX.42.6 KM 3162546.6 |
 NS0155|---------------------------------------------------------------------|
 NS0155
 NS0155                          SUPERSEDED SURVEY CONTROL
 NS0155
 NS0155  NAD 83(1986)-  42 44 49.99239(N)    108 02 02.00794(W) AD(       ) 1
 NS0155  NAD 27      -  42 44 50.14300(N)    108 01 59.69700(W) AD(       ) 1
 NS0155  NGVD 29 (07/19/86) 2240.6    (m)         7351.     (f) VERT ANG       
 NS0155
 NS0155.Superseded values are not recommended for survey control.
 NS0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0155.See file dsdata.txt to determine how the superseded data were derived.
 NS0155
 NS0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN4276037012(NAD 83)
 NS0155_MARKER: DS = TRIANGULATION STATION DISK
 NS0155_SETTING: 80 = SET IN A BOULDER
 NS0155_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NS0155
 NS0155  HISTORY     - Date     Condition        Report By
 NS0155  HISTORY     - 1931     MONUMENTED       NGS
 NS0155  HISTORY     - 1936     GOOD             CGS
 NS0155  HISTORY     - 1936     GOOD             CGS
 NS0155  HISTORY     - 1950     GOOD             USGS
 NS0155  HISTORY     - 1951     GOOD             USGS
 NS0155  HISTORY     - 1951     GOOD             USGS
 NS0155  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NS0155  HISTORY     - 1972     SEE DESCRIPTION  NGS
 NS0155
 NS0155                          STATION DESCRIPTION
 NS0155
 NS0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NS0155'ABOUT 27 MILES AIR LINE SOUTHEAST OF RIVERTON, ABOUT 8 MILES
 NS0155'AIR LINE EAST OF SOUTH OF MINING VILLAGE OF SANDRAW, ABOUT
 NS0155'2 MILES NORTH OF LONGS CREEK, AND ON ROUND-TOPPED HILL FRINGED
 NS0155'ON SOUTH SLOPE WITH RIMROCK, ON LONG HIGH RANGE OF HILLS KNOWN
 NS0155'LOCALLY AS RIMROCK HILLS.  TO REACH FROM JUNCTION OF U.S.
 NS0155'HIGHWAYS 287 AND 320 IN RIVERTON, FOLLOW HIGHWAY 287 SOUTH,
 NS0155'AND AT 1.1 MILES, JUST AFTER CROSSING RIVER, TURN LEFT (SOUTH)
 NS0155'ONTO GRAVEL ROAD LEADING TO RAWLINS AND SANDRAW.  AT 9.1
 NS0155'MILES, Y, TAKE RIGHT FORK.  AT 21.6 MILES, Y, TAKE RIGHT FORK
 NS0155'(LEFT FORK LEADS TO SANDRAW, VISIBLE TO EAST).  AT 28.4
 NS0155'MILES TURN LEFT (SOUTH) ONTO TRAILROAD AT TOP OF GRADE UP
 NS0155'RIMROCK.  AT 30.0 MILES, ROAD INTERSECTION, TURN LEFT.  AT
 NS0155'33 MILES TRAVEL IN WASH FOR ABOUT 1/4 MILE.  AT 35.0
 NS0155'MILES, DRY POND AND NUMBER OF DIM ROADS, TURN LEFT
 NS0155'(NORTHWARD) ON DIM ROAD AT NORTHEAST CORNER OF POND AND
 NS0155'ABOUT 25 YARDS PAST ANOTHER DIM ROAD.  AT 37.0 MILES,
 NS0155'SMALL POND ON SOUTH SIDE OF ROAD, BEAR LEFT.  AT 38.7
 NS0155'MILES, WATER HOLE ON SOUTH SIDE OF ROAD AT GRASSY FLAT IN
 NS0155'RAVINE.  CONTINUE ON 0.1 MILE, TAKE RIGHT FORK UP DRAW, AND GO
 NS0155'EASTERLY.  AT 39.5 MILES, ACUTE ROAD INTERSECTION.  FROM HERE
 NS0155'STATION SITE IS VISIBLE 3/4 MILE TO NORTH, NEAR SOUTH END OF
 NS0155'RIDGE, AND MAY BE REACHED BY GOING AROUND SOUTH EDGE OF
 NS0155'RIMROCK TO FIRST SADDLE EAST OF CREST, OR BY TURNING
 NS0155'LEFT ONTO DIM WAGON ROAD TO TOP OF GRADE, THEN BEARING RIGHT
 NS0155'ALONG CREST OF SLOPE TO STATION.  TRUCKS MAY BE DRIVEN OVER
 NS0155'EITHER ROUTE.  STATION MARK IS STANDARD DISK IN BOULDER.
 NS0155'REFERENCE MARKS ARE STANDARD DISKS IN BOULDERS.  NO. 1
 NS0155'IS 35.550 METERS (116.63 FEET) EAST OF STATION.
 NS0155'NO. 2 IS 5.075 METERS (16.65 FEET) SOUTHEAST
 NS0155'AZIMUTH MARK IS ABOUT 80 YARDS
 NS0155'SOUTH OF ROAD TO STATION AT MILEAGE 39.5, AND IS PROBABLY
 NS0155'STANDARD DISK SET IN ROCK OUTCROP ON NORTH SLOPE OF KNOLL,
 NS0155'ABOUT 2 FEET ABOVE SURFACE OF GROUND, AND ABOUT 0.7 MILE
 NS0155'FROM STATION.  RIVERTON,
 NS0155'MUNICIPAL WATER TANK, FINIAL (SEE GEOGRAPHIC POSITION
 NS0155'THEREOF) MAY ALSO BE USED AS AZIMUTH MARK.  FOLLOWING
 NS0155'BEARINGS ARE FROM STATION.  CAIRN ON FIRST RIDGE TO WEST,
 NS0155'DISTANT ABOUT 3 MILES, N 66 DEG 12 MIN W.  TIP OF MORE
 NS0155'WESTERLY AND LOWER OF TWO OIL DERRICKS, N 43 DEG 53 MIN E.
 NS0155'ELEVATION--2.241.5 METERS (7,354 FEET).
 NS0155
 NS0155                          STATION RECOVERY (1936)
 NS0155
 NS0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 NS0155'ABOUT 27 MILES AIR LINE SOUTHEAST OF RIVERTON, ABOUT 8 MILES
 NS0155'AIR LINE EAST OF SOUTH OF MINING VILLAGE OF SANDRAW, ABOUT
 NS0155'2 MILES NORTH OF LONGS CREEK, AND ON ROUND-TOPPED HILL FRINGED
 NS0155'ON SOUTH SLOPE WITH RIMROCK, ON LONG HIGH RANGE OF HILLS KNOWN
 NS0155'LOCALLY AS RIMROCK HILLS.  TO REACH FROM JUNCTION OF U.S.
 NS0155'HIGHWAYS 287 AND 320 IN RIVERTON, FOLLOW HIGHWAY 287 SOUTH,
 NS0155'AND AT 1.1 MILES, JUST AFTER CROSSING RIVER, TURN LEFT (SOUTH)
 NS0155'ONTO GRAVEL ROAD LEADING TO RAWLINS AND SANDRAW.  AT 9.1
 NS0155'MILES, Y, TAKE RIGHT FORK.  AT 21.6 MILES, Y, TAKE RIGHT FORK
 NS0155'(LEFT FORK LEADS TO SANDRAW, VISIBLE TO EAST).  AT 28.4
 NS0155'MILES TURN LEFT (SOUTH) ONTO TRAILROAD AT TOP OF GRADE UP
 NS0155'RIMROCK.  AT 30.0 MILES, ROAD INTERSECTION, TURN LEFT.  AT
 NS0155'33 MILES TRAVEL IN WASH FOR ABOUT 1/4 MILE.  AT 35.0
 NS0155'MILES, DRY POND AND NUMBER OF DIM ROADS, TURN LEFT
 NS0155'(NORTHWARD) ON DIM ROAD AT NORTHEAST CORNER OF POND AND
 NS0155'ABOUT 25 YARDS PAST ANOTHER DIM ROAD.  AT 37.0 MILES,
 NS0155'SMALL POND ON SOUTH SIDE OF ROAD, BEAR LEFT.  AT 38.7
 NS0155'MILES, WATER HOLE ON SOUTH SIDE OF ROAD AT GRASSY FLAT IN
 NS0155'RAVINE.  CONTINUE ON 0.1 MILE, TAKE RIGHT FORK UP DRAW, AND GO
 NS0155'EASTERLY.  AT 39.5 MILES, ACUTE ROAD INTERSECTION.  FROM HERE
 NS0155'STATION SITE IS VISIBLE 3/4 MILE TO NORTH, NEAR SOUTH END OF
 NS0155'RIDGE, AND MAY BE REACHED BY GOING AROUND SOUTH EDGE OF
 NS0155'RIMROCK TO FIRST SADDLE EAST OF CREST, OR BY TURNING
 NS0155'LEFT ONTO DIM WAGON ROAD TO TOP OF GRADE, THEN BEARING RIGHT
 NS0155'ALONG CREST OF SLOPE TO STATION.  TRUCKS MAY BE DRIVEN OVER
 NS0155'EITHER ROUTE.  STATION MARK IS STANDARD DISK IN BOULDER.
 NS0155'REFERENCE MARKS ARE STANDARD DISKS IN BOULDERS.  NO. 1
 NS0155'IS 35.550 METERS (116.63 FEET) EAST OF STATION.
 NS0155'NO. 2 IS 5.075 METERS (16.65 FEET) SOUTHEAST
 NS0155'AZIMUTH MARK IS ABOUT 80 YARDS
 NS0155'SOUTH OF ROAD TO STATION AT MILEAGE 39.5, AND IS PROBABLY
 NS0155'STANDARD DISK SET IN ROCK OUTCROP ON NORTH SLOPE OF KNOLL,
 NS0155'ABOUT 2 FEET ABOVE SURFACE OF GROUND, AND ABOUT 0.7 MILE
 NS0155'FROM STATION.  RIVERTON,
 NS0155'MUNICIPAL WATER TANK, FINIAL (SEE GEOGRAPHIC POSITION
 NS0155'THEREOF) MAY ALSO BE USED AS AZIMUTH MARK.  FOLLOWING
 NS0155'BEARINGS ARE FROM STATION.  CAIRN ON FIRST RIDGE TO WEST,
 NS0155'DISTANT ABOUT 3 MILES, N 66 DEG 12 MIN W.  TIP OF MORE
 NS0155'WESTERLY AND LOWER OF TWO OIL DERRICKS, N 43 DEG 53 MIN E.
 NS0155'ELEVATION--2.241.5 METERS (7,354 FEET).
 NS0155
 NS0155                          STATION RECOVERY (1950)
 NS0155
 NS0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NS0155'RECOVERED IN GOOD CONDITION.
 NS0155
 NS0155                          STATION RECOVERY (1951)
 NS0155
 NS0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0155'FOUND AS DESCRIBED IN GOOD CONDITION.
 NS0155
 NS0155                          STATION RECOVERY (1951)
 NS0155
 NS0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0155'FOUND AS DESCRIBED IN GOOD CONDITION.
 NS0155
 NS0155                          STATION RECOVERY (1972)
 NS0155
 NS0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 NS0155'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 NS0155'MEASUREMENTS AND ANGLES TO THE REFERENCE MARKS COMPARED FAVORABLY
 NS0155'WITH PREVIOUS DATA.  THE ANGLE TO THE AZIMUTH MARK WAS DOUBLE
 NS0155'CHECKED IN THE FIELD AND ONE VALUE CHECKED THE PREVIOUS
 NS0155'VALUE.  THE VALUE SHOWN ABOVE IS A MEAN OF THE TWO RUNS.
 NS0155'BECAUSE OF ROAD CHANGES A NEW DESCRIPTION FOLLOWS--
 NS0155'
 NS0155'THE STATION IS LOCATED 22 MILES NORTH-NORTHWEST OF JEFFREY
 NS0155'CITY, 16 MILES NORTH-NORTHEAST OF SWEETWATER STATION, AND 7.5
 NS0155'MILES EAST OF SANDRAW ON THE HIGHEST POINT OF WHAT APPEARS AS
 NS0155'A ROUNDED RIDGE ABOUT A MILE LONG WHICH LIES IN A NORTH-NORTHEAST,
 NS0155'SOUTH-SOUTHWEST DIRECTION.  THERE IS A ROCKY ESCARPMENT ALONG
 NS0155'THE SOUTHEAST SIDE OF THE RIDGE.
 NS0155'
 NS0155'TO REACH THE STATION FROM THE ONLY FILLING STATION AT SWEETWATER
 NS0155'STATION (WHICH IS 18.4 MILES WEST OF JEFFREY CITY ON U.S.
 NS0155'HIGHWAY 287) GO WEST ON U.S. HIGHWAY 287 FOR 0.3 MILE TO A
 NS0155'SIDE ROAD RIGHT JUST BEFORE REACHING A REST AREA.  TURN RIGHT,
 NS0155'CROSS CATTLEGUARD, AND GO NORTH ON GRADED ROAD 7.1 MILES TO
 NS0155'A SIDE ROAD RIGHT AT SIGN SOHIO PETROLEUM SOUTH SANDRAW FIELD.
 NS0155'TURN RIGHT AND GO NORTHEAST 4.7 MILES ON GRADED ROAD TO A
 NS0155'FORK.  TAKE RIGHT FORK AND CONTINUE EAST 0.3 MILE TO FORK ON
 NS0155'PIPELINE CROSSING.  TAKE LEFT FORK AND CONTINUE NORTHEAST 1.6
 NS0155'MILES TO METAL BUILDINGS ON RIGHT AND TANK ON HILL ON LEFT.
 NS0155'CONTINUE NORTHEAST 0.6 MILE TO CROSSROAD AT WATER TANK AND
 NS0155'DIPPING TROUGH WITH TWO FORKS BEYOND.  TAKE RIGHT FORK AND
 NS0155'CONTINUE NORTHEAST (NOT EAST) ON TRACK ROAD 3.2 MILES TO
 NS0155'FORK.  TAKE RIGHT FORK ON DIM TRACK ROAD AND PROCEED
 NS0155'NORTHEAST 0.3 MILE DOWN TO SMALL POND ON RIGHT AND STREAM
 NS0155'CROSSING.  CROSS WET AREA AND CLIMB NORTH-NORTHEAST ON
 NS0155'TRACK ROAD 1.0 MILE TO CROSSROAD.  (TO REACH AZIMUTH MARK
 NS0155'TURN RIGHT AND CLIMB 0.05 MILE TO TOP OF LOW DIVIDE AND
 NS0155'DIM TRACK ROAD ON RIGHT.  TURN RIGHT AND GO SOUTH 0.05
 NS0155'MILE TO FIRST LARGE ROCK ON RIGHT AND THE MARK.) FROM
 NS0155'THE CROSSROAD CONTINUE NORTHEAST 0.2 MILE TO DIM TRACK
 NS0155'ROAD ON LEFT.  TURN LEFT, CLIMB 0.3 MILE TO TOP OF BLUFF
 NS0155'THEN TURN RIGHT FOR 0.1 MILE STAYING ON DIM TRACKS NORTH
 NS0155'OF ROCKY LEDGES.  TURN LEFT AND PROCEED NORTH 0.1 MILE TO
 NS0155'TOP OF HILL AND STATION.  A 4-WHEEL-DRIVE VEHICLE IS NEEDED IN WET
 NS0155'WEATHER.
 NS0155'
 NS0155'THE STATION MARK IS A STANDARD DISK STAMPED SANDRAW 1931
 NS0155'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP 23 INCHES LONG
 NS0155'AND 21 INCHES WIDE PROJECTING 1 FOOT ABOVE GROUND.  IT IS
 NS0155'8.9 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN IN A
 NS0155'3-FOOT CAIRN.
 NS0155'
 NS0155'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SANDRAW NO 1 1931
 NS0155'CEMENTED IN A DRILL HOLE IN BEDROCK 32 INCHES LONG BY 15
 NS0155'INCHES WIDE PROJECTING 3 INCHES ABOVE GROUND.  IT IS 116.2
 NS0155'FEET EAST-NORTHEAST OF THE METAL WITNESS POST AT THE STATION
 NS0155'AND 21 FEET NORTHWEST OF A DIM TRACK ROAD, AT ABOUT THE
 NS0155'SAME ELEVATION AS THE STATION.
 NS0155'
 NS0155'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SANDRAW NO 2 1931
 NS0155'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP 52 INCHES LONG
 NS0155'BY 30 INCHES WIDE PROJECTING 5 INCHES ABOVE GROUND.  IT
 NS0155'IS 24.6 FEET SOUTHEAST OF THE METAL WITNESS POST AT THE
 NS0155'STATION AND ABOUT THE SAME ELEVATION AS THE STATION.
 NS0155'
 NS0155'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SANDRAW 1931 1936
 NS0155'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP WITH 8 FEET
 NS0155'BY 8 FEET EXPOSED PROJECTING 15 INCHES ABOVE GROUND.  IT IS
 NS0155'16.5 FEET WEST OF A DIM TRACK ROAD AND 3.7 FEET SOUTH-SOUTHWEST
 NS0155'OF A METAL WITNESS POST WITH SIGN.
 NS0155'
 NS0155'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 NS0155'EAST OF SANDRAW.
 NS0155
 NS0155                          STATION RECOVERY (1972)
 NS0155
 NS0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 NS0155'THE STATION WAS RECOVERED WITH ALL MARKS IN GOOD CONDITION.
 NS0155'MEASUREMENTS AND ANGLES TO THE REFERENCE MARKS COMPARED FAVORABLY
 NS0155'WITH PREVIOUS DATA.  THE ANGLE TO THE AZIMUTH MARK WAS DOUBLE
 NS0155'CHECKED IN THE FIELD AND ONE VALUE CHECKED THE PREVIOUS
 NS0155'VALUE.  THE VALUE SHOWN ABOVE IS A MEAN OF THE TWO RUNS.
 NS0155'BECAUSE OF ROAD CHANGES A NEW DESCRIPTION FOLLOWS--
 NS0155'
 NS0155'THE STATION IS LOCATED 22 MILES NORTH-NORTHWEST OF JEFFREY
 NS0155'CITY, 16 MILES NORTH-NORTHEAST OF SWEETWATER STATION, AND 7.5
 NS0155'MILES EAST OF SANDRAW ON THE HIGHEST POINT OF WHAT APPEARS AS
 NS0155'A ROUNDED RIDGE ABOUT A MILE LONG WHICH LIES IN A NORTH-NORTHEAST,
 NS0155'SOUTH-SOUTHWEST DIRECTION.  THERE IS A ROCKY ESCARPMENT ALONG
 NS0155'THE SOUTHEAST SIDE OF THE RIDGE.
 NS0155'
 NS0155'TO REACH THE STATION FROM THE ONLY FILLING STATION AT SWEETWATER
 NS0155'STATION (WHICH IS 18.4 MILES WEST OF JEFFREY CITY ON U.S.
 NS0155'HIGHWAY 287) GO WEST ON U.S. HIGHWAY 287 FOR 0.3 MILE TO A
 NS0155'SIDE ROAD RIGHT JUST BEFORE REACHING A REST AREA.  TURN RIGHT,
 NS0155'CROSS CATTLEGUARD, AND GO NORTH ON GRADED ROAD 7.1 MILES TO
 NS0155'A SIDE ROAD RIGHT AT SIGN SOHIO PETROLEUM SOUTH SANDRAW FIELD.
 NS0155'TURN RIGHT AND GO NORTHEAST 4.7 MILES ON GRADED ROAD TO A
 NS0155'FORK.  TAKE RIGHT FORK AND CONTINUE EAST 0.3 MILE TO FORK ON
 NS0155'PIPELINE CROSSING.  TAKE LEFT FORK AND CONTINUE NORTHEAST 1.6
 NS0155'MILES TO METAL BUILDINGS ON RIGHT AND TANK ON HILL ON LEFT.
 NS0155'CONTINUE NORTHEAST 0.6 MILE TO CROSSROAD AT WATER TANK AND
 NS0155'DIPPING TROUGH WITH TWO FORKS BEYOND.  TAKE RIGHT FORK AND
 NS0155'CONTINUE NORTHEAST (NOT EAST) ON TRACK ROAD 3.2 MILES TO
 NS0155'FORK.  TAKE RIGHT FORK ON DIM TRACK ROAD AND PROCEED
 NS0155'NORTHEAST 0.3 MILE DOWN TO SMALL POND ON RIGHT AND STREAM
 NS0155'CROSSING.  CROSS WET AREA AND CLIMB NORTH-NORTHEAST ON
 NS0155'TRACK ROAD 1.0 MILE TO CROSSROAD.  (TO REACH AZIMUTH MARK
 NS0155'TURN RIGHT AND CLIMB 0.05 MILE TO TOP OF LOW DIVIDE AND
 NS0155'DIM TRACK ROAD ON RIGHT.  TURN RIGHT AND GO SOUTH 0.05
 NS0155'MILE TO FIRST LARGE ROCK ON RIGHT AND THE MARK.) FROM
 NS0155'THE CROSSROAD CONTINUE NORTHEAST 0.2 MILE TO DIM TRACK
 NS0155'ROAD ON LEFT.  TURN LEFT, CLIMB 0.3 MILE TO TOP OF BLUFF
 NS0155'THEN TURN RIGHT FOR 0.1 MILE STAYING ON DIM TRACKS NORTH
 NS0155'OF ROCKY LEDGES.  TURN LEFT AND PROCEED NORTH 0.1 MILE TO
 NS0155'TOP OF HILL AND STATION.  A 4-WHEEL-DRIVE VEHICLE IS NEEDED IN WET
 NS0155'WEATHER.
 NS0155'
 NS0155'THE STATION MARK IS A STANDARD DISK STAMPED SANDRAW 1931
 NS0155'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP 23 INCHES LONG
 NS0155'AND 21 INCHES WIDE PROJECTING 1 FOOT ABOVE GROUND.  IT IS
 NS0155'8.9 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN IN A
 NS0155'3-FOOT CAIRN.
 NS0155'
 NS0155'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SANDRAW NO 1 1931
 NS0155'CEMENTED IN A DRILL HOLE IN BEDROCK 32 INCHES LONG BY 15
 NS0155'INCHES WIDE PROJECTING 3 INCHES ABOVE GROUND.  IT IS 116.2
 NS0155'FEET EAST-NORTHEAST OF THE METAL WITNESS POST AT THE STATION
 NS0155'AND 21 FEET NORTHWEST OF A DIM TRACK ROAD, AT ABOUT THE
 NS0155'SAME ELEVATION AS THE STATION.
 NS0155'
 NS0155'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SANDRAW NO 2 1931
 NS0155'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP 52 INCHES LONG
 NS0155'BY 30 INCHES WIDE PROJECTING 5 INCHES ABOVE GROUND.  IT
 NS0155'IS 24.6 FEET SOUTHEAST OF THE METAL WITNESS POST AT THE
 NS0155'STATION AND ABOUT THE SAME ELEVATION AS THE STATION.
 NS0155'
 NS0155'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SANDRAW 1931 1936
 NS0155'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP WITH 8 FEET
 NS0155'BY 8 FEET EXPOSED PROJECTING 15 INCHES ABOVE GROUND.  IT IS
 NS0155'16.5 FEET WEST OF A DIM TRACK ROAD AND 3.7 FEET SOUTH-SOUTHWEST
 NS0155'OF A METAL WITNESS POST WITH SIGN.
 NS0155'
 NS0155'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.5 MILES
 NS0155'EAST OF SANDRAW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0153 ***********************************************************************
 NS0153  DESIGNATION -  SANDRAW OIL STACK
 NS0153  PID         -  NS0153
 NS0153  STATE/COUNTY-  WY/FREMONT
 NS0153  USGS QUAD   -  SAND DRAW (1978)
 NS0153
 NS0153                         *CURRENT SURVEY CONTROL
 NS0153  ___________________________________________________________________
 NS0153* NAD 83(1993)-  42 45 41.01268(N)    108 10 53.09355(W)     ADJUSTED  
 NS0153* NAVD 88     -      1817.5    (meters)    5963.     (feet)  VERTCON   
 NS0153  ___________________________________________________________________
 NS0153  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 NS0153  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 NS0153
 NS0153  HORZ ORDER  -  THIRD
 NS0153
 NS0153.The horizontal coordinates were established by classical geodetic methods
 NS0153.and adjusted by the National Geodetic Survey in January 1997..
 NS0153
 NS0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0153
 NS0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0153
 NS0153.The geoid height was determined by GEOID03.
 NS0153
 NS0153;                    North         East     Units Scale Factor Converg.
 NS0153;SPC WYWC     -   251,305.204   646,539.130   MT  0.99996414   +0 23 09.8
 NS0153;UTM  12      - 4,738,171.553   730,632.604   MT  1.00025445   +1 54 52.2
 NS0153
 NS0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0153!SPC WYWC     -   0.99971712  x   0.99996414  =   0.99968127
 NS0153!UTM  12      -   0.99971712  x   1.00025445  =   0.99997149
 NS0153
 NS0153                          SUPERSEDED SURVEY CONTROL
 NS0153
 NS0153  NAD 83(1986)-  42 45 40.99755(N)    108 10 53.09659(W) AD(       ) 4
 NS0153  NAD 27      -  42 45 41.12942(N)    108 10 50.75622(W) AD(       ) 3
 NS0153  NGVD 29 (07/19/86) 1816.4    (m)         5959.     (f) VERT ANG       
 NS0153
 NS0153.Superseded values are not recommended for survey control.
 NS0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0153.See file dsdata.txt to determine how the superseded data were derived.
 NS0153
 NS0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3063338172(NAD 83)
 NS0153_MARKER: 63 = STACK
 NS0153
 NS0153  HISTORY     - Date     Condition        Report By
 NS0153  HISTORY     - 1948     FIRST OBSERVED   USGS
 NS0153
 NS0153                          STATION DESCRIPTION
 NS0153
 NS0153'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NS0153'STATION LOCATED IN VILLAGE OF SANDRAW, WYOMING.  THE TALLEST AND MOST
 NS0153'WESTERLY OF 4 SMOKE STACKS AT THE OIL REFINERY.
 NS0153'
 NS0153'STATION MARK - CENTER OF STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0600 ***********************************************************************
 MP0600  DESIGNATION -  SANDSTONE
 MP0600  PID         -  MP0600
 MP0600  STATE/COUNTY-  WY/CARBON
 MP0600  USGS QUAD   -  FERRIS LAKE (1971)
 MP0600
 MP0600                         *CURRENT SURVEY CONTROL
 MP0600  ___________________________________________________________________
 MP0600* NAD 83(1993)-  41 58 30.83530(N)    106 58 00.38527(W)     ADJUSTED  
 MP0600* NAVD 88     -      2078.0    (meters)    6818.     (feet)  VERTCON   
 MP0600  ___________________________________________________________________
 MP0600  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 MP0600  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 MP0600
 MP0600  HORZ ORDER  -  THIRD
 MP0600
 MP0600.The horizontal coordinates were established by classical geodetic methods
 MP0600.and adjusted by the National Geodetic Survey in January 1997..
 MP0600
 MP0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0600
 MP0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0600
 MP0600.The geoid height was determined by GEOID03.
 MP0600
 MP0600;                    North         East     Units Scale Factor Converg.
 MP0600;SPC WYEC     -   263,891.829   430,379.643   MT  0.99994885   +0 14 42.6
 MP0600;UTM  13      - 4,648,897.165   337,049.900   MT  0.99992674   -1 18 56.5
 MP0600
 MP0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0600!SPC WYEC     -   0.99967637  x   0.99994885  =   0.99962523
 MP0600!UTM  13      -   0.99967637  x   0.99992674  =   0.99960313
 MP0600
 MP0600:                Primary Azimuth Mark                     Grid Az
 MP0600:SPC WYEC     -  CHEYENNE                                 008 02 37.1
 MP0600:UTM  13      -  CHEYENNE                                 009 36 16.2
 MP0600
 MP0600|---------------------------------------------------------------------|
 MP0600| PID    Reference Object                     Distance      Geod. Az  |
 MP0600|                                                           dddmmss.s |
 MP0600| NR0388 CHEYENNE                            APPROX.11.2 KM 0081719.7 |
 MP0600|---------------------------------------------------------------------|
 MP0600
 MP0600                          SUPERSEDED SURVEY CONTROL
 MP0600
 MP0600  NAD 83(1986)-  41 58 30.82285(N)    106 58 00.37707(W) AD(       ) 3
 MP0600  NAD 27      -  41 58 30.96949(N)    106 57 58.21947(W) AD(       ) 3
 MP0600  NGVD 29 (07/19/86) 2076.8    (m)         6814.     (f) VERT ANG       
 MP0600
 MP0600.Superseded values are not recommended for survey control.
 MP0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0600.See file dsdata.txt to determine how the superseded data were derived.
 MP0600
 MP0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3705048897(NAD 83)
 MP0600_MARKER: DD = SURVEY DISK
 MP0600_SETTING: 66 = SET IN ROCK OUTCROP
 MP0600_SP_SET: SET IN ROCK OUTCROP
 MP0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0600+STABILITY: POSITION/ELEVATION WELL
 MP0600
 MP0600  HISTORY     - Date     Condition        Report By
 MP0600  HISTORY     - 1951     MONUMENTED       USGS
 MP0600
 MP0600                          STATION DESCRIPTION
 MP0600
 MP0600'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0600'STATION LOCATED ABOUT 13.5 MI. N. AND 7.6 MI. E. OF SINCLAIR, WYOMING,
 MP0600'ON HIGHEST POINT OF SLIGHT N-S. RIDGE AND ABOUT 4 MI. FROM THE SEMINOE
 MP0600'DAM RD.
 MP0600'
 MP0600'TO REACH FROM SINCLAIR HOTEL, PROCEED W. ON U.S. HWY.30  3 BLKS. TO 7
 MP0600'ST., THENCE N. 0.3 MI. TO CATTLE GUARD AND CROSSROAD, THENCE NE. ON
 MP0600'MAIN TRAVELED RD. 3.3 MI. TO RD. CROSSING, THENCE RIGHT 14.9 MI. TO
 MP0600'POWER POLE NO.168 AND TRACK RD. ON RIGHT, THENCE RIGHT 0.6 MI. TO FORK
 MP0600'THENCE LEFT 1.2 MI. TO FOOT OF SMALL RIDGE, THENCE RIGHT, ACROSS
 MP0600'COUNTRY, ABOUT 1.0 MI. TO HIGHEST POINT ON RIDGE LINE AND STATION.
 MP0600'
 MP0600'STATION MARK - STANDARD TABLET SET IN ROCK AND STAMPED, ---SANDSTONE
 MP0600'1951---.
 MP0600'
 MP0600'REFERENCE MARK NO.1-STANDARD REFERENCE TABLET SET IN CONCRETE POST AND
 MP0600'STAMPED, ---SANDSTONE 1951 NO.1--- 41.30 FT. FROM STATION MARK,
 MP0600'S 07 DEG 58 MIN W.
 MP0600'
 MP0600'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET SET IN ROCK AND
 MP0600'STAMPED, ---SANDSTONE 1951 NO.2,--- 86.25 FT. FROM STATION MARK,
 MP0600'N 33 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0647 ***********************************************************************
 MP0647  DESIGNATION -  SANDSTONE
 MP0647  PID         -  MP0647
 MP0647  STATE/COUNTY-  WY/CARBON
 MP0647  USGS QUAD   -  COTTONWOOD RIM (1983)
 MP0647
 MP0647                         *CURRENT SURVEY CONTROL
 MP0647  ___________________________________________________________________
 MP0647* NAD 83(1993)-  41 06 33.29753(N)    107 11 39.86496(W)     ADJUSTED  
 MP0647* NAVD 88     -      2557.     (meters)    8389.     (feet)  SCALED    
 MP0647  ___________________________________________________________________
 MP0647  LAPLACE CORR-          10.89  (seconds)                    DEFLEC99
 MP0647  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 MP0647
 MP0647  HORZ ORDER  -  SECOND
 MP0647
 MP0647.The horizontal coordinates were established by classical geodetic methods
 MP0647.and adjusted by the National Geodetic Survey in January 1997..
 MP0647
 MP0647.The orthometric height was scaled from a topographic map.
 MP0647
 MP0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0647
 MP0647.The geoid height was determined by GEOID03.
 MP0647
 MP0647;                    North         East     Units Scale Factor Converg.
 MP0647;SPC WYEC     -   167,662.291   411,668.549   MT  0.99993918   +0 05 28.8
 MP0647;SPC CO N     -   503,355.568   772,077.057   MT  1.00006916   -1 05 41.3
 MP0647;SPC CO N     - 1,651,425.73  2,533,056.14   sFT  1.00006916   -1 05 41.3
 MP0647;UTM  13      - 4,553,205.430   315,745.897   MT  1.00001785   -1 26 35.6
 MP0647
 MP0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0647!SPC WYEC     -   0.99960091  x   0.99993918  =   0.99954012
 MP0647!SPC CO N     -   0.99960091  x   1.00006916  =   0.99967004
 MP0647!UTM  13      -   0.99960091  x   1.00001785  =   0.99961876
 MP0647
 MP0647|---------------------------------------------------------------------|
 MP0647| PID    Reference Object                     Distance      Geod. Az  |
 MP0647|                                                           dddmmss.s |
 MP0647| CP6578 SANDSTONE RM 1                       27.013 METERS 19513     |
 MP0647| MP0650 BATTLE                              APPROX.11.3 KM 2203132.8 |
 MP0647| CP6577 SANDSTONE AZ MK                                    2932527.4 |
 MP0647| CP6579 SANDSTONE RM 2                       28.596 METERS 30130     |
 MP0647|---------------------------------------------------------------------|
 MP0647
 MP0647                          SUPERSEDED SURVEY CONTROL
 MP0647
 MP0647  NAD 83(1993)-  41 06 33.28911(N)    107 11 39.86234(W) AD(       ) 2
 MP0647  NAD 83(1986)-  41 06 33.28955(N)    107 11 39.85923(W) AD(       ) 2
 MP0647  NAD 27      -  41 06 33.42000(N)    107 11 37.65700(W) AD(       ) 2
 MP0647
 MP0647.Superseded values are not recommended for survey control.
 MP0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0647.See file dsdata.txt to determine how the superseded data were derived.
 MP0647
 MP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF1574653205(NAD 83)
 MP0647_MARKER: DS = TRIANGULATION STATION DISK
 MP0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0647
 MP0647  HISTORY     - Date     Condition        Report By
 MP0647  HISTORY     - 1937     MONUMENTED       CGS
 MP0647
 MP0647                          STATION DESCRIPTION
 MP0647
 MP0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGS)
 MP0647'STATION IS LOCATED 1.7 MILES BY ROAD W OF THE SANDSTONE
 MP0647'RANGER STATION AND ABOUT 7-1/2 MILES N OF THE COLORADO-WYOMING
 MP0647'LINE.  IT IS ON THE HIGHEST GROUND IN THE VICINITY.  THERE
 MP0647'IS A HIGHER RIDGE ABOUT 3 MILES W OF THE STATION.  THE STATION
 MP0647'IS SURROUNDED BY A DENSE GROWTH OF ASPEN WITH SCATTERED PINE.
 MP0647'STATION IS 80 FEET S OF CENTER LINE OF GRADED ROAD.
 MP0647'
 MP0647'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MP0647'BRONZE DISKS SET IN CONCRETE.
 MP0647'
 MP0647'SURFACE MARK PROJECTS 10 INCHES.
 MP0647'
 MP0647'REFERENCE MARK NO. 1 PROJECTS 8 INCHES.
 MP0647'
 MP0647'REFERENCE MARK NO. 2 PROJECTS 6 INCHES.
 MP0647'
 MP0647'AZIMUTH MARK PROJECTS 8 INCHES.  IT IS 100 YARDS N OF CENTER
 MP0647'LINE OF GRADED ROAD IN A GRASSY CLEARING.
 MP0647'
 MP0647'STATION IS REACHED FROM DIXON, WYOMING, BY GOING E ON THE
 MP0647'ENCAMPMENT ROAD FOR 5.1 MILES TO SAVERY POST OFFICE, THENCE
 MP0647'CONTINUE E ON ENCAMPMENT ROAD FOR 4.75 MILES TO SLATER POST
 MP0647'OFFICE, THENCE CONTINUE E ON ENCAMPMENT ROAD FOR 0.9 MILE
 MP0647'TO A FORK.  THENCE STRAIGHT AHEAD ON LEFT FORK EASTERLY FOR
 MP0647'2.8 MILES TO A FORK.  THENCE LEFT FORK N FOR 3.9 MILES TO A
 MP0647'SIDE ROAD RIGHT AND A FOREST SERVICE SIGN READING ENCAMPMENT
 MP0647'36 MILES, SLATER 7 MILES.  THENCE TURN RIGHT AND GO E AND N
 MP0647'ON ENCAMPMENT ROAD FOR 7.7 MILES TO STATION.
 MP0647'
 MP0647'A 50-FOOT TOWER REQUIRED TO SEE ALL STATIONS EXCEPT LOVE WHICH
 MP0647'REQUIRES A 60-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0443 ***********************************************************************
 OW0443  DESIGNATION -  SANDSTONE
 OW0443  PID         -  OW0443
 OW0443  STATE/COUNTY-  WY/FREMONT
 OW0443  USGS QUAD   -  MEXICAN PASS SW (1958)
 OW0443
 OW0443                         *CURRENT SURVEY CONTROL
 OW0443  ___________________________________________________________________
 OW0443* NAD 83(1993)-  43 21 55.32776(N)    108 29 30.22612(W)     ADJUSTED  
 OW0443* NAVD 88     -      1601.6    (meters)    5255.     (feet)  VERTCON   
 OW0443  ___________________________________________________________________
 OW0443  LAPLACE CORR-          -8.64  (seconds)                    DEFLEC99
 OW0443  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 OW0443
 OW0443  HORZ ORDER  -  THIRD
 OW0443
 OW0443.The horizontal coordinates were established by classical geodetic methods
 OW0443.and adjusted by the National Geodetic Survey in January 1997..
 OW0443
 OW0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0443
 OW0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0443
 OW0443.The geoid height was determined by GEOID03.
 OW0443
 OW0443;                    North         East     Units Scale Factor Converg.
 OW0443;SPC WYWC     -   318,274.760   620,933.112   MT  0.99994289   +0 10 38.4
 OW0443;UTM  12      - 4,804,445.268   703,233.254   MT  1.00010810   +1 43 22.4
 OW0443
 OW0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0443!SPC WYWC     -   0.99975099  x   0.99994289  =   0.99969390
 OW0443!UTM  12      -   0.99975099  x   1.00010810  =   0.99985907
 OW0443
 OW0443:                Primary Azimuth Mark                     Grid Az
 OW0443:SPC WYWC     -  ANTELOPE                                 238 18 27.9
 OW0443:UTM  12      -  ANTELOPE                                 236 45 43.9
 OW0443
 OW0443|---------------------------------------------------------------------|
 OW0443| PID    Reference Object                     Distance      Geod. Az  |
 OW0443|                                                           dddmmss.s |
 OW0443| OW0280 ANTELOPE                            APPROX. 4.6 KM 2382906.3 |
 OW0443|---------------------------------------------------------------------|
 OW0443
 OW0443                          SUPERSEDED SURVEY CONTROL
 OW0443
 OW0443  NAD 83(1986)-  43 21 55.32271(N)    108 29 30.23846(W) AD(       ) 3
 OW0443  NGVD 29 (11/06/89) 1600.6    (m)         5251.     (f) VERT ANG       
 OW0443
 OW0443.Superseded values are not recommended for survey control.
 OW0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0443.See file dsdata.txt to determine how the superseded data were derived.
 OW0443
 OW0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP0323304445(NAD 83)
 OW0443_MARKER: DS = TRIANGULATION STATION DISK
 OW0443_SETTING: 0 = UNSPECIFIED SETTING
 OW0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0443
 OW0443  HISTORY     - Date     Condition        Report By
 OW0443  HISTORY     - 1948     MONUMENTED       USGS
 OW0443
 OW0443                          STATION DESCRIPTION
 OW0443
 OW0443'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0443'LOCATED ABOUT 13.0 MI. NE. OF PAVILLION, ABOUT 6.2 MI. SSW. OF SEARS
 OW0443'RANCH, ABOUT 6.5 MI. N. OF THE SE. END OF INDIAN RIDGE, ABOUT 3.2 MI.
 OW0443'NE. OF BIG MUDDY CREEK, ON TOP OF SMALL BUTTE ON THE S. EDGE OF DRY
 OW0443'MUDDY CREEK.  BUTTE IS TOPPED WITH SANDSTONE ROCK OUTCROPS AND STATION
 OW0443'IS ON HIGH POINT.  LOCATED IN SECTION 34, T 5 N, R 3 E.  NEAR MIDDLE
 OW0443'W. 1/2 SEC. 35, T 5 N, R 3 E.
 OW0443'
 OW0443'TO REACH FROM USC AND GS TRIANGULATION STATION --ANTELOPE--, GO SE.
 OW0443'0.8 MI. ON WELL TRAVELED GRADED RD. TO BULLDOZED T-INTERSECTION ON
 OW0443'LEFT (N.), TURN LEFT ON NEW BULLDOZED RD. AND GO NE. 2.0 MI. TO
 OW0443'BULLDOZED T-INTERSECTION ON RIGHT, TURN RIGHT AND GO E. AND NE. 0.8
 OW0443'MI. TO T-INTERSECTION ON LEFT, CONTINUE STRAIGHT AHEAD, NE. AND N.,
 OW0443'0.2 MI. TO E. TOE OF SLOPE OF STATION BUTTE.  THIS POINT IS ON THE S.
 OW0443'BANK OF DRY MUDDY CREEK.  PACK TO TOP OF BUTTE, 0.1 MI. W.  PACK
 OW0443'TIME 7 MINUTES.
 OW0443'
 OW0443'STATION MARK--STANDARD USGS TABLET SET FLUSH (IN CONCRETE) IN
 OW0443'SANDSTONE OUTCROPPING.  TABLET IS STAMPED---SANDSTONE 1948
 OW0443'TJW WFF 5251---.
 OW0443'
 OW0443'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET STAMPED
 OW0443'---SANDSTONE NO. 1 1948 TJW WFF--- AND IS SET IN SANDSTONE OUTCROP,
 OW0443'33.23 FT. NW. OF STATION, N 43 DEGREES 30 MINUTES, SE.
 OW0443'
 OW0443'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET STAMPED
 OW0443'---SANDSTONE NO. 2 1948 TJW WFF--- AND IS SET IN SANDSTONE OUTCROP,
 OW0443'29.64 FT. SW. OF STATION, N 52 DEGREES 23 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0340 ***********************************************************************
 NR0340  DESIGNATION -  SANDY
 NR0340  PID         -  NR0340
 NR0340  STATE/COUNTY-  WY/NATRONA
 NR0340  USGS QUAD   -  PRATTS SODA LAKES (1984)
 NR0340
 NR0340                         *CURRENT SURVEY CONTROL
 NR0340  ___________________________________________________________________
 NR0340* NAD 83(1993)-  42 55 03.26944(N)    106 07 55.96530(W)     ADJUSTED  
 NR0340* NAVD 88     -      1715.7    (meters)    5629.     (feet)  VERTCON   
 NR0340  ___________________________________________________________________
 NR0340  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 NR0340  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NR0340
 NR0340  HORZ ORDER  -  SECOND
 NR0340
 NR0340.The horizontal coordinates were established by classical geodetic methods
 NR0340.and adjusted by the National Geodetic Survey in January 1997..
 NR0340
 NR0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0340
 NR0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0340
 NR0340.The geoid height was determined by GEOID03.
 NR0340
 NR0340;                    North         East     Units Scale Factor Converg.
 NR0340;SPC WYEC     -   369,197.579   498,065.768   MT  1.00005577   +0 49 04.7
 NR0340;SPC WY E     -   268,949.912   121,167.943   MT  1.00001393   -0 39 27.1
 NR0340;UTM  13      - 4,752,283.458   407,591.511   MT  0.99970505   -0 46 15.7
 NR0340
 NR0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0340!SPC WYEC     -   0.99973313  x   1.00005577  =   0.99978889
 NR0340!SPC WY E     -   0.99973313  x   1.00001393  =   0.99974706
 NR0340!UTM  13      -   0.99973313  x   0.99970505  =   0.99943826
 NR0340
 NR0340:                Primary Azimuth Mark                     Grid Az
 NR0340:SPC WYEC     -  CHEYENNE GREAT FALLS AWY BN 14           124 17 49.7
 NR0340:SPC WY E     -  CHEYENNE GREAT FALLS AWY BN 14           125 46 21.5
 NR0340:UTM  13      -  CHEYENNE GREAT FALLS AWY BN 14           125 53 10.1
 NR0340
 NR0340|---------------------------------------------------------------------|
 NR0340| PID    Reference Object                     Distance      Geod. Az  |
 NR0340|                                                           dddmmss.s |
 NR0340| NQ0678 CHEYENNE GREAT FALLS AWY BN 14      APPROX.16.7 KM 1250654.4 |
 NR0340| CP6585 SANDY RM 1                            9.968 METERS 12506     |
 NR0340| CP6586 SANDY RM 2                           10.175 METERS 24852     |
 NR0340| CP6584 SANDY AZ MK                                        3411331.8 |
 NR0340| CP6587 SANDY RM 3                            9.769 METERS 35834     |
 NR0340|---------------------------------------------------------------------|
 NR0340
 NR0340                          SUPERSEDED SURVEY CONTROL
 NR0340
 NR0340  NAD 83(1986)-  42 55 03.25405(N)    106 07 55.94486(W) AD(       ) 2
 NR0340  NAD 27      -  42 55 03.37700(N)    106 07 53.88200(W) AD(       ) 2
 NR0340  NGVD 29 (07/19/86) 1714.8    (m)         5626.     (f) VERT ANG       
 NR0340
 NR0340.Superseded values are not recommended for survey control.
 NR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0340.See file dsdata.txt to determine how the superseded data were derived.
 NR0340
 NR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH0759252283(NAD 83)
 NR0340_MARKER: DD = SURVEY DISK
 NR0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0340
 NR0340  HISTORY     - Date     Condition        Report By
 NR0340  HISTORY     - 1948     MONUMENTED       USGS
 NR0340
 NR0340                          STATION DESCRIPTION
 NR0340
 NR0340'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NR0340'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE NORTHWEST OF
 NR0340'GLENROCK, ABOUT 11 MILES AIRLINE NORTHEAST OF CASPER AND ABOUT
 NR0340'4 MILES AIRLINE N OF THE NORTH PLATTE RIVER, ON A SANDY,
 NR0340'BRUSH-COVERED RIDGE.  THE STATION MARK IS A U.S. GEOLOGICAL
 NR0340'SURVEY BENCH MARK SET IN AN 8 INCH SQUARE CONCRETE POST THAT
 NR0340'PROJECTS 12 INCHES.  IT IS SET ON THE HIGHEST POINT OF THE
 NR0340'RIDGE 7 FEET EAST OF A WHITE WITNESS POST.  IT IS STAMPED,
 NR0340'SANDY 1947.
 NR0340'
 NR0340'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NR0340'SET IN AN 8 INCH SQUARE CONCRETE POST THAT PROJECTS 14 INCHES.
 NR0340'IT IS 18 INCHES LOWER THAN THE STATION MARK AND IS STAMPED,
 NR0340'SANDY R.M. 1.
 NR0340'
 NR0340'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 NR0340'MARK SET IN AN 8 INCH SQUARE CONCRETE POST THAT PROJECTS 7
 NR0340'INCHES.  IT IS 18 INCHES LOWER THAN THE STATION MARK AND IS
 NR0340'STAMPED, SANDY R.M. 2.
 NR0340'
 NR0340'REFERENCE MARK NO. 3 PROJECTS 6 INCHES, IS 1 FOOT LOWER THAN
 NR0340'THE STATION MARK AND IS STAMPED, SANDY NO 3 1948.
 NR0340'
 NR0340'THE AZIMUTH MARK PROJECTS 12 INCHES, IS SET 0.25 MILE SOUTH
 NR0340'OF A WINDMILL, 12 FEET WEST OF A TRACK ROAD AND 4 FEET WEST
 NR0340'OF A WHITE WITNESS POST.  IT IS STAMPED, SANDY 1948.
 NR0340'
 NR0340'TO REACH THE STATION FROM GLENROCK.  GO WEST ON U.S. HIGHWAY
 NR0340'20, 18.95 MILES TO A ROAD RIGHT OPPOSITE A LARGE TIN BUILDING
 NR0340'AND ABOUT 0.5 MILE EAST OF AN OIL REFINERY.  TURN RIGHT, GO
 NR0340'1.05 MILE TO BRIDGE OVER NORTH PLATTE RIVER.  CONTINUE 1.1
 NR0340'MILE TO WHERE MAIN ROAD TURNS LEFT.  TURN LEFT, GO 4.1 MILES
 NR0340'TO A DIM ROAD RIGHT JUST BEFORE REACHING SUMMIT OF HILL.
 NR0340'TURN RIGHT, GO 0.25 MILE TO A GATE.  CONTINUE 1.0 MILE TO A
 NR0340'SHEEP CORRAL ON LEFT JUST BEFORE REACHING A WINDMILL.  TURN
 NR0340'RIGHT THROUGH GRASSY AREA, THEN FOLLOW ROAD 0.3 MILE TO
 NR0340'AZIMUTH MARK ON RIGHT.  CONTINUE 0.85 MILE TO A FENCE LINE.
 NR0340'CONTINUE 0.35 MILE TO A ROAD LEFT.  TURN LEFT, GO 0.15 MILE
 NR0340'TO HIGHEST POINT OF RIDGE AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0386 ***********************************************************************
 OU0386  DESIGNATION -  SANDY B 6
 OU0386  PID         -  OU0386
 OU0386  STATE/COUNTY-  WY/CAMPBELL
 OU0386  USGS QUAD   -  PINEY CANYON SW (1971)
 OU0386
 OU0386                         *CURRENT SURVEY CONTROL
 OU0386  ___________________________________________________________________
 OU0386* NAD 83(1993)-  43 34 52.61597(N)    105 14 11.15657(W)     ADJUSTED  
 OU0386* NAVD 88     -      1525.     (meters)    5003.     (feet)  SCALED    
 OU0386  ___________________________________________________________________
 OU0386  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 OU0386  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 OU0386
 OU0386  HORZ ORDER  -  SECOND
 OU0386
 OU0386.The horizontal coordinates were established by classical geodetic methods
 OU0386.and adjusted by the National Geodetic Survey in January 1997..
 OU0386
 OU0386.The orthometric height was scaled from a topographic map.
 OU0386
 OU0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0386
 OU0386.The geoid height was determined by GEOID03.
 OU0386
 OU0386;                    North         East     Units Scale Factor Converg.
 OU0386;SPC WY E     -   342,231.632   194,365.508   MT  0.99993789   -0 02 53.1
 OU0386;UTM  13      - 4,825,395.640   480,911.441   MT  0.99960448   -0 09 46.8
 OU0386
 OU0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0386!SPC WY E     -   0.99976332  x   0.99993789  =   0.99970123
 OU0386!UTM  13      -   0.99976332  x   0.99960448  =   0.99936789
 OU0386
 OU0386                          SUPERSEDED SURVEY CONTROL
 OU0386
 OU0386  NAD 83(1986)-  43 34 52.59380(N)    105 14 11.13277(W) AD(       ) 2
 OU0386  NAD 27      -  43 34 52.70000(N)    105 14 09.19900(W) AD(       ) 2
 OU0386
 OU0386.Superseded values are not recommended for survey control.
 OU0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0386.See file dsdata.txt to determine how the superseded data were derived.
 OU0386
 OU0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ8091125396(NAD 83)
 OU0386_MARKER: I = METAL ROD
 OU0386_SETTING: 0 = UNSPECIFIED SETTING
 OU0386_STAMPING: SANDY B-6
 OU0386_MARK LOGO: USGS  
 OU0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0386
 OU0386  HISTORY     - Date     Condition        Report By
 OU0386  HISTORY     - 1955     MONUMENTED       CGS
 OU0386
 OU0386                          STATION DESCRIPTION
 OU0386
 OU0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0386'THE STATION IS ABOUT 17 MILES SOUTHEAST OF THE JUNCTION OF
 OU0386'STATE HIGHWAYS 59 AND 387 (THIS POINT IS 37 MILES SOUTH OF
 OU0386'GILLETTE), 12 MILES EAST- SOUTHEAST OF A STATE HIGHWAY MAINTENANCE
 OU0386'YARD, AND JUST EAST OF TRIANGULATION STATION PAYNE.
 OU0386'
 OU0386'TO REACH FROM THE WILKINSON RANCH, GO EAST ON A GRADED ROAD
 OU0386'6.6 MILES TO A GATE ON LEFT.  PASS THROUGH THE GATE, TURN
 OU0386'LEFT, WEST, AND GO 1.0 MILE.  BEAR RIGHT, NORTHWEST, GO 0.3
 OU0386'MILE TO THE STATION.
 OU0386'
 OU0386'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 OU0386'PAYNE, THE DISTANCE IS 10.75 FEET (3.278 METERS).  THE MARK
 OU0386'IS A 1- INCH IRON PIPE WITH A METAL TAG WIRED THEREON.  THE
 OU0386'TAG IS STAMPED SANDY B- 6.  IT PROJECTS 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0401 ***********************************************************************
 NR0401  DESIGNATION -  SANFORD
 NR0401  PID         -  NR0401
 NR0401  STATE/COUNTY-  WY/NATRONA
 NR0401  USGS QUAD   -  SANFORD RANCH (1984)
 NR0401
 NR0401                         *CURRENT SURVEY CONTROL
 NR0401  ___________________________________________________________________
 NR0401* NAD 83(1993)-  42 31 46.46900(N)    107 01 13.14473(W)     ADJUSTED  
 NR0401* NAVD 88     -      1939.5    (meters)    6363.     (feet)  VERTCON   
 NR0401  ___________________________________________________________________
 NR0401  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 NR0401  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 NR0401
 NR0401  HORZ ORDER  -  THIRD
 NR0401
 NR0401.The horizontal coordinates were established by classical geodetic methods
 NR0401.and adjusted by the National Geodetic Survey in January 1997..
 NR0401
 NR0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0401
 NR0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0401
 NR0401.The geoid height was determined by GEOID03.
 NR0401
 NR0401;                    North         East     Units Scale Factor Converg.
 NR0401;SPC WYEC     -   325,445.852   425,715.828   MT  0.99994563   +0 12 41.7
 NR0401;UTM  13      - 4,710,554.927   334,073.515   MT  0.99993874   -1 21 57.6
 NR0401
 NR0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0401!SPC WYEC     -   0.99969784  x   0.99994563  =   0.99964348
 NR0401!UTM  13      -   0.99969784  x   0.99993874  =   0.99963660
 NR0401
 NR0401:                Primary Azimuth Mark                     Grid Az
 NR0401:SPC WYEC     -  P 31                                     006 09 32.6
 NR0401:UTM  13      -  P 31                                     007 44 11.9
 NR0401
 NR0401|---------------------------------------------------------------------|
 NR0401| PID    Reference Object                     Distance      Geod. Az  |
 NR0401|                                                           dddmmss.s |
 NR0401| NR0163 P 31                                APPROX. 4.0 KM 0062214.3 |
 NR0401|---------------------------------------------------------------------|
 NR0401
 NR0401                          SUPERSEDED SURVEY CONTROL
 NR0401
 NR0401  NAD 83(1986)-  42 31 46.45484(N)    107 01 13.13399(W) AD(       ) 3
 NR0401  NAD 27      -  42 31 46.60470(N)    107 01 10.94553(W) AD(       ) 3
 NR0401  NGVD 29 (07/19/86) 1938.6    (m)         6360.     (f) VERT ANG       
 NR0401
 NR0401.Superseded values are not recommended for survey control.
 NR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0401.See file dsdata.txt to determine how the superseded data were derived.
 NR0401
 NR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH3407410555(NAD 83)
 NR0401
 NR0401  HISTORY     - Date     Condition        Report By
 NR0401  HISTORY     - 1948     MONUMENTED       USGS
 NR0401  HISTORY     - 1948     GOOD             USGS
 NR0401
 NR0401                          STATION DESCRIPTION
 NR0401
 NR0401'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0401'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NR0401'
 NR0401'STATION IS LOCATED ON A PROMINENT ROCKY HILL ABOUT 1.5 MI. S. OF THE
 NR0401'SANFORD RANCH HOUSE (LOWER U.C.) AND ABOUT 1.0 MI. N. OF THE
 NR0401'SWEETWATER RIVER AND ABOUT 2.0 MI. W. OF FISH CREEK.
 NR0401'
 NR0401'TO REACH FROM ALCOVA POST OFFICE, GO SW. ON WYOMING STATE HIGHWAY 220
 NR0401'FOR 16.2 MI. TO CROSSROADS WITH MAIL BOX LABELED --SANFORD--, TURN
 NR0401'LEFT AND GO SE. TOWARDS RANCH HOUSE FOR 1.2 MI. TO A CATTLEGUARD,
 NR0401'CONTINUE SE. FOR 0.4 MI. TO FORK AT CATTLEGUARD, TURN RIGHT AND GO
 NR0401'100 YDS. S. TO T-INTERSECTION NEAR FENCE, TURN RIGHT AND GO W. ALONG
 NR0401'N. SIDE OF E-W. FENCE FOR 0.7 MI. TO GATE, TURN LEFT THRU GATE AND S.
 NR0401'0.7 MI. TO BASE OF STEEP HILL, LEAVE TRUCK AND GO SW. UP STEEP HILL
 NR0401'FOR ABOUT 0.4 MI. TO HIGHEST POINT AND STATION.
 NR0401'
 NR0401'STATION MARK--STANDARD TABLET STAMPED ---SANFORD 1948--- AND SET IN
 NR0401'SOLID ROCK.
 NR0401'
 NR0401'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN SOLID ROCK,
 NR0401'STAMPED ---SANFORD NO. 1 1948--- AND BEING 47.5 FT. S. OF STATION
 NR0401'MARK, N 23 DEG 17 MIN E.
 NR0401'
 NR0401'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN SOLID ROCK,
 NR0401'STAMPED ---SANFORD NO. 2 1948--- AND BEING 97.6 FT. NW. OF STATION
 NR0401'MARK, S 64 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0558 ***********************************************************************
 MP0558  DESIGNATION -  SANGER
 MP0558  PID         -  MP0558
 MP0558  STATE/COUNTY-  WY/CARBON
 MP0558  USGS QUAD   -  BARCUS PEAK (1992)
 MP0558
 MP0558                         *CURRENT SURVEY CONTROL
 MP0558  ___________________________________________________________________
 MP0558* NAD 83(1993)-  41 12 30.45975(N)    106 35 30.65866(W)     ADJUSTED  
 MP0558* NAVD 88     -      2506.4    (meters)    8223.     (feet)  VERTCON   
 MP0558  ___________________________________________________________________
 MP0558  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 MP0558  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 MP0558
 MP0558  HORZ ORDER  -  THIRD
 MP0558
 MP0558.The horizontal coordinates were established by classical geodetic methods
 MP0558.and adjusted by the National Geodetic Survey in January 1997..
 MP0558
 MP0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0558
 MP0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0558
 MP0558.The geoid height was determined by GEOID03.
 MP0558
 MP0558;                    North         East     Units Scale Factor Converg.
 MP0558;SPC WYEC     -   178,935.548   462,184.247   MT  0.99998507   +0 29 18.6
 MP0558;UTM  13      - 4,563,120.163   366,543.398   MT  0.99981920   -1 02 55.9
 MP0558
 MP0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0558!SPC WYEC     -   0.99960876  x   0.99998507  =   0.99959384
 MP0558!UTM  13      -   0.99960876  x   0.99981920  =   0.99942803
 MP0558
 MP0558:                Primary Azimuth Mark                     Grid Az
 MP0558:SPC WYEC     -  CHEROKEE                                 277 50 57.5
 MP0558:UTM  13      -  CHEROKEE                                 279 23 12.0
 MP0558
 MP0558|---------------------------------------------------------------------|
 MP0558| PID    Reference Object                     Distance      Geod. Az  |
 MP0558|                                                           dddmmss.s |
 MP0558| MP0562 CHEROKEE                            APPROX. 8.2 KM 2782016.1 |
 MP0558|---------------------------------------------------------------------|
 MP0558
 MP0558                          SUPERSEDED SURVEY CONTROL
 MP0558
 MP0558  NAD 83(1986)-  41 12 30.45370(N)    106 35 30.65500(W) AD(       ) 3
 MP0558  NAD 27      -  41 12 30.56563(N)    106 35 28.52524(W) AD(       ) 3
 MP0558  NGVD 29 (07/19/86) 2505.2    (m)         8219.     (f) VERT ANG       
 MP0558
 MP0558.Superseded values are not recommended for survey control.
 MP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0558.See file dsdata.txt to determine how the superseded data were derived.
 MP0558
 MP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF6654363120(NAD 83)
 MP0558_MARKER: DD = SURVEY DISK
 MP0558_SETTING: 80 = SET IN A BOULDER
 MP0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0558+STABILITY: SURFACE MOTION
 MP0558
 MP0558  HISTORY     - Date     Condition        Report By
 MP0558  HISTORY     - 1959     MONUMENTED       USGS
 MP0558
 MP0558                          STATION DESCRIPTION
 MP0558
 MP0558'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0558'THE STATION LOCATED APPROXIMATELY 10 MI. (AIRLINE) E. OF ENCAMPMENT,
 MP0558'WYOMING, AND APPROXIMATELY 20 MI. SE. OF SARATOGA, ON A HIGH BARE TOP
 MP0558'ON THE E. EDGE OF A LONG RIDGE KNOWN AS THE BEAVER CREEK HILLS, ABOUT
 MP0558'1/2 MI. SW. OF A HIGH ROCKY TOP KNOWN AS BARCUS PEAK.
 MP0558'
 MP0558'TO REACH THE STATION FROM RIVERSIDE, WYOMING, GO E. AND S. ON STATE
 MP0558'HIGHWAY 230 FOR 9.6 MI. TO A TRACK RD. NE., ABOUT 1/4 MI. SE. OF THE
 MP0558'BRIDGE OVER BEAVER CREEK.  HERE TURN LEFT ONTO A RD. AND TRAVEL 1.5
 MP0558'MI., ON A RD. BEARING RIGHT ON THE LEFT SIDE OF A LONG DRAIN, TO A
 MP0558'Y-RD., TAKE RIGHT FORK, CONTINUING ALONG DRAIN, FOR 0.5 MI. TO THE
 MP0558'BASE OF A RIDGE AND END OF TRUCK TRAVEL.  FROM HERE A JEEP CAN BE
 MP0558'DRIVEN, N. UP RIDGE CROSS COUNTRY, ABOUT 2.0 MI. TO THE HIGHEST TOP
 MP0558'ON THE E. SIDE OF RIDGE AND STATION SITE.  A JEEP DRIVE OR ABOUT A
 MP0558'ONE HOUR PACK.
 MP0558'
 MP0558'STATION MARK--STANDARD TABLET, STAMPED ---SANGER 1959---, CEMENTED
 MP0558'IN A SMALL BOULDER PROJECTING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0498 ***********************************************************************
 NR0498  DESIGNATION -  SANTIP
 NR0498  PID         -  NR0498
 NR0498  STATE/COUNTY-  WY/FREMONT
 NR0498  USGS QUAD   -  TIN CUP MTN (1952)
 NR0498
 NR0498                         *CURRENT SURVEY CONTROL
 NR0498  ___________________________________________________________________
 NR0498* NAD 83(1993)-  42 43 39.66972(N)    107 59 51.90819(W)     ADJUSTED  
 NR0498* NAVD 88     -      2120.9    (meters)    6958.     (feet)  VERTCON   
 NR0498  ___________________________________________________________________
 NR0498  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 NR0498  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NR0498
 NR0498  HORZ ORDER  -  THIRD
 NR0498  VERT ORDER  -  THIRD ? (See Below)
 NR0498
 NR0498.The horizontal coordinates were established by classical geodetic methods
 NR0498.and adjusted by the National Geodetic Survey in January 1997..
 NR0498
 NR0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0498.The vertical order pertains to the NGVD 29 superseded value.
 NR0498
 NR0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0498
 NR0498.The geoid height was determined by GEOID03.
 NR0498
 NR0498;                    North         East     Units Scale Factor Converg.
 NR0498;SPC WYWC     -   247,678.698   661,605.483   MT  0.99998418   +0 30 37.5
 NR0498;UTM  13      - 4,734,933.968   254,572.844   MT  1.00034112   -2 02 06.1
 NR0498;UTM  12      - 4,734,947.057   745,795.228   MT  1.00034334   +2 02 17.1
 NR0498
 NR0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0498!SPC WYWC     -   0.99966950  x   0.99998418  =   0.99965369
 NR0498!UTM  13      -   0.99966950  x   1.00034112  =   1.00001051
 NR0498!UTM  12      -   0.99966950  x   1.00034334  =   1.00001273
 NR0498
 NR0498:                Primary Azimuth Mark                     Grid Az
 NR0498:SPC WYWC     -  SANDRAW                                  305 45 35.8
 NR0498:UTM  13      -  SANDRAW                                  308 18 19.4
 NR0498:UTM  12      -  SANDRAW                                  304 13 56.2
 NR0498
 NR0498|---------------------------------------------------------------------|
 NR0498| PID    Reference Object                     Distance      Geod. Az  |
 NR0498|                                                           dddmmss.s |
 NR0498| NS0155 SANDRAW                             APPROX. 3.7 KM 3061613.3 |
 NR0498|---------------------------------------------------------------------|
 NR0498
 NR0498                          SUPERSEDED SURVEY CONTROL
 NR0498
 NR0498  NAD 83(1986)-  42 43 39.65515(N)    107 59 51.91066(W) AD(       ) 3
 NR0498  NAD 27      -  42 43 39.80387(N)    107 59 49.60108(W) AD(       ) 3
 NR0498  NGVD 29 (07/19/86) 2119.8    (m)         6955.     (f) LEVELING    3  
 NR0498
 NR0498.Superseded values are not recommended for survey control.
 NR0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0498.See file dsdata.txt to determine how the superseded data were derived.
 NR0498
 NR0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH5457334934(NAD 83)
 NR0498_MARKER: DD = SURVEY DISK
 NR0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0498+STABILITY: SURFACE MOTION
 NR0498
 NR0498  HISTORY     - Date     Condition        Report By
 NR0498  HISTORY     - 1950     MONUMENTED       USGS
 NR0498
 NR0498                          STATION DESCRIPTION
 NR0498
 NR0498'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0498'LOCATED ABOUT 21 MI. S. AND 20 MI. E. OF RIVERTON, AT THE TOP OF A
 NR0498'STEEP RISE ABOVE A SADDLE IN THE SE. 1/4 OF SEC. 19, T 32 N, R 93 W.
 NR0498'
 NR0498'TO REACH FROM RIVERTON POST OFFICE, DRIVE E. 3 BLOCKS ON U.S. HIGHWAY
 NR0498'320, THENCE RIGHT (S.) ALONG HIGHWAY 320 FOR 1.15 MI. TO Y-FORK JUST
 NR0498'BEYOND BRIDGE OVER WIND RIVER, THENCE LEFT (SE.) ONTO SANDRAW RD. FOR
 NR0498'21.8 MI. TO VILLAGE OF SANDRAW, THENCE PROCEED E. FROM SANDRAW ALONG
 NR0498'THE NORTHERN UTILITIES GAS LINE MAINTENANCE RD. FOR 15.85 MI. TO
 NR0498'T-JUNCTION ON THE N. BANK OF LOGAN GULCH (PRESENT RD. FORDS STREAM AT
 NR0498'THIS POINT), THENCE RIGHT (SE.) 1.9 MI. TO Y-FORK (PRIVATE RD.),
 NR0498'THENCE RIGHT (W.) 0.5 MI. TO Y-FORK, THENCE LEFT (E.) 2.9 MI. TO
 NR0498'Y-FORK, THENCE RIGHT (SW.) 0.5 MI. TO A TRAIL-ROAD CROSSING, THENCE
 NR0498'STRAIGHT AHEAD (S.) 3.2 MI. ALONG THE RIDGE TO A Y-FORK, THENCE LEFT
 NR0498'(SE.) 1.1 MI. TO A TRAIL-ROAD CROSSING IN A SADDLE JUST N. OF A GATE,
 NR0498'THENCE LEFT (E.) 0.1 MI. TO TOP OF STEEP GRADE AND STATION.  STATION
 NR0498'LIES 23 FT. NE. CENTER OF RD. AND ABOUT 1 FT. LOWER THAN RD.
 NR0498'
 NR0498'STATION MARK--STANDARD TABLET STAMPED ---WR SANTIP 1950---, SET IN
 NR0498'TOP OF A 6 IN. X 6 IN. CONCRETE POST PROJECTING 6 IN. ABOVE THE
 NR0498'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0569 ***********************************************************************
 MP0569  DESIGNATION -  SARATOGA
 MP0569  PID         -  MP0569
 MP0569  STATE/COUNTY-  WY/CARBON
 MP0569  USGS QUAD   -  SARATOGA (1961)
 MP0569
 MP0569                         *CURRENT SURVEY CONTROL
 MP0569  ___________________________________________________________________
 MP0569* NAD 83(1993)-  41 27 04.71928(N)    106 47 14.94657(W)     ADJUSTED  
 MP0569* NAVD 88     -      2105.48   (+/-2cm)    6907.7    (feet)  VERTCON   
 MP0569  ___________________________________________________________________
 MP0569  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 MP0569  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 MP0569
 MP0569  HORZ ORDER  -  THIRD
 MP0569  VERT ORDER  -  THIRD ? (See Below)
 MP0569
 MP0569.The horizontal coordinates were established by classical geodetic methods
 MP0569.and adjusted by the National Geodetic Survey in January 1997..
 MP0569
 MP0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0569.The vertical order pertains to the NGVD 29 superseded value.
 MP0569
 MP0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0569
 MP0569.The geoid height was determined by GEOID03.
 MP0569
 MP0569;                    North         East     Units Scale Factor Converg.
 MP0569;SPC WYEC     -   205,783.564   445,607.587   MT  0.99996309   +0 21 40.9
 MP0569;UTM  13      - 4,590,400.813   350,696.809   MT  0.99987433   -1 11 00.6
 MP0569
 MP0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0569!SPC WYEC     -   0.99967177  x   0.99996309  =   0.99963488
 MP0569!UTM  13      -   0.99967177  x   0.99987433  =   0.99954614
 MP0569
 MP0569|---------------------------------------------------------------------|
 MP0569| PID    Reference Object                     Distance      Geod. Az  |
 MP0569|                                                           dddmmss.s |
 MP0569| MP0570 SARATOGA 2                          240.083 METERS 03011     |
 MP0569| CP6589 SARATOGA RM 1                         8.434 METERS 09132     |
 MP0569| CP6590 SARATOGA RM 2                         7.751 METERS 18408     |
 MP0569| MP0568 SARATOGA 2 AZ MK                    APPROX. 0.6 KM 2870009.2 |
 MP0569| CP6588 SARATOGA AZ MK                                     2901449.5 |
 MP0569|---------------------------------------------------------------------|
 MP0569
 MP0569                          SUPERSEDED SURVEY CONTROL
 MP0569
 MP0569  NAD 83(1986)-  41 27 04.71117(N)    106 47 14.93953(W) AD(       ) 3
 MP0569  NAD 27      -  41 27 04.84700(N)    106 47 12.82500(W) AD(       ) 3
 MP0569  NGVD 29 (07/19/86) 2104.32   (m)         6903.9    (f) LEVELING    3  
 MP0569
 MP0569.Superseded values are not recommended for survey control.
 MP0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0569.See file dsdata.txt to determine how the superseded data were derived.
 MP0569
 MP0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5069790401(NAD 83)
 MP0569_MARKER: DS = TRIANGULATION STATION DISK
 MP0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0569
 MP0569  HISTORY     - Date     Condition        Report By
 MP0569  HISTORY     - 1948     MONUMENTED       CGS
 MP0569  HISTORY     - 1953     GOOD             USGS
 MP0569  HISTORY     - 1964     SEE DESCRIPTION  CGS
 MP0569
 MP0569                          STATION DESCRIPTION
 MP0569
 MP0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0569'THE STATION IS LOCATED ON THE WEST END OF A LOW BENCH OVERLOOKING
 MP0569'THE NORTH PLATTE RIVER AND THE TOWN OF SARATOGA, ABOUT 1.0
 MP0569'MILE AIRLINE SOUTHEAST OF SARATOGA, AND ABOUT 0.25 MILE SOUTH
 MP0569'OF THE GRADED ROAD LEADING FROM SARATOGA TO LARAMIE.  THE
 MP0569'STATION MARK IS 5 FEET NORTH OF A WHITE WITNESS POST, PROJECTS
 MP0569'6 INCHES AND STAMPED, SARATOGA 1948.
 MP0569'
 MP0569'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MP0569'STATION MARK, PROJECTS 6 INCHES AND STAMPED, SARATOGA NO
 MP0569'1 1948.
 MP0569'
 MP0569'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 MP0569'THE STATION MARK, PROJECTS 4 INCHES AND STAMPED, SARATOGA
 MP0569'NO 2 1948.
 MP0569'
 MP0569'THE AZIMUTH MARK IS 100 FEET WEST OF THE SOUTHWEST CORNER OF THE
 MP0569'SARATOGA RODEO GROUND, 60 FEET NORTH OF WHERE THE ROAD
 MP0569'PASSES THROUGH 2 LARGE PILES OF ROCK, 4 FEET NORTH OF A WHITE
 MP0569'WITNESS POST, 2 FEET EAST OF A TELEPHONE POLE, 1 FOOT EAST
 MP0569'OF A FENCE LINE, PROJECTS 4 INCHES AND STAMPED, SARATOGA 1948.
 MP0569'
 MP0569'TO REACH THE STATION FROM THE RAILROAD STATION IN SARATOGA,
 MP0569'GO EASTERLY ON THE MAIN GRADED ROAD THAT LEADS UP THE HILL
 MP0569'FOR 0.5 MILE TO A LARGE PILE OF ROCKS ON EACH SIDE OF THE
 MP0569'ROAD AND THE AZIMUTH ON THE LEFT, NORTH.  CONTINUE STRAIGHT
 MP0569'AHEAD FOR 0.1 MILE TO FORK.  TURN RIGHT, SOUTH, ACROSS
 MP0569'CATTLE GUARD AND GO 0.1 MILE TO FORK.  TAKE THE LEFT FORK, A
 MP0569'TRACK ROAD, AND GO IN A SOUTHEASTERLY DIRECTION FOR 0.2 MILE.
 MP0569'HERE TURN LEFT, NORTH, AND GO ACROSS COUNTY TO THE TOP OF
 MP0569'HILL AND STATION.
 MP0569
 MP0569                          STATION RECOVERY (1953)
 MP0569
 MP0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MP0569'RECOVERED.
 MP0569'
 MP0569'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE MONUMENT,
 MP0569'FLUSH WITH GROUND, STAMPED ---SARATOGA 1948---.
 MP0569
 MP0569                          STATION RECOVERY (1964)
 MP0569
 MP0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 MP0569'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 MP0569'IN GOOD CONDITION.  THE HILL ON WHICH THIS STATION AND BOTH
 MP0569'REFERENCE MARKS WERE LOCATED WAS BEING LEVELED OFF BY MR.
 MP0569'GEORGE STORER, THE LANDOWNER, AND HE REQUESTED THAT THE STATION
 MP0569'BE MOVED.  THE STATION WAS MOVED NORTHEAST TO THE RIGHT-OF-WAY
 MP0569'OF AN EAST-WEST ROAD.  THE MOVING OF THE STATION CAUSED THE
 MP0569'AZIMUTH MARK TO BECOME OBSTRUCTED, SO A NEW AZIMUTH MARK
 MP0569'WAS SET THAT WOULD SEE THE SITE OF THE NEW STATION, SARATOGA
 MP0569'2 1964.  FOR FURTHER DETAILS, SEE THE DESCRIPTION OF SARATOGA
 MP0569'2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0570 ***********************************************************************
 MP0570  DESIGNATION -  SARATOGA 2
 MP0570  PID         -  MP0570
 MP0570  STATE/COUNTY-  WY/CARBON
 MP0570  USGS QUAD   -  SARATOGA (1961)
 MP0570
 MP0570                         *CURRENT SURVEY CONTROL
 MP0570  ___________________________________________________________________
 MP0570* NAD 83(1993)-  41 27 11.44597(N)    106 47 09.74536(W)     ADJUSTED  
 MP0570* NAVD 88     -      2092.0    (meters)    6864.     (feet)  VERTCON   
 MP0570  ___________________________________________________________________
 MP0570  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 MP0570  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 MP0570
 MP0570  HORZ ORDER  -  THIRD
 MP0570
 MP0570.The horizontal coordinates were established by classical geodetic methods
 MP0570.and adjusted by the National Geodetic Survey in January 1997..
 MP0570.No horizontal observational check was made to the station.
 MP0570
 MP0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0570
 MP0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0570
 MP0570.The geoid height was determined by GEOID03.
 MP0570
 MP0570;                    North         East     Units Scale Factor Converg.
 MP0570;SPC WYEC     -   205,991.838   445,726.992   MT  0.99996322   +0 21 44.3
 MP0570;UTM  13      - 4,590,605.773   350,821.775   MT  0.99987387   -1 10 57.3
 MP0570
 MP0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0570!SPC WYEC     -   0.99967389  x   0.99996322  =   0.99963713
 MP0570!UTM  13      -   0.99967389  x   0.99987387  =   0.99954781
 MP0570
 MP0570|---------------------------------------------------------------------|
 MP0570| PID    Reference Object                     Distance      Geod. Az  |
 MP0570|                                                           dddmmss.s |
 MP0570| CP6591 SARATOGA 2 RM 3                      15.453 METERS 09041     |
 MP0570| MP0569 SARATOGA                            240.083 METERS 21011     |
 MP0570| CP6592 SARATOGA 2 RM 4                      12.539 METERS 26148     |
 MP0570| MP0568 SARATOGA 2 AZ MK                    APPROX. 0.7 KM 2675832.8 |
 MP0570|---------------------------------------------------------------------|
 MP0570
 MP0570                          SUPERSEDED SURVEY CONTROL
 MP0570
 MP0570  NAD 83(1986)-  41 27 11.43786(N)    106 47 09.73832(W) AD(       ) 3
 MP0570  NAD 27      -  41 27 11.57400(N)    106 47 07.62400(W) AD(       ) 3
 MP0570  NGVD 29 (07/19/86) 2090.8    (m)         6860.     (f) VERT ANG       
 MP0570
 MP0570.Superseded values are not recommended for survey control.
 MP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0570.See file dsdata.txt to determine how the superseded data were derived.
 MP0570
 MP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5082290606(NAD 83)
 MP0570_MARKER: DS = TRIANGULATION STATION DISK
 MP0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MP0570
 MP0570  HISTORY     - Date     Condition        Report By
 MP0570  HISTORY     - 1964     MONUMENTED       CGS
 MP0570
 MP0570                          STATION DESCRIPTION
 MP0570
 MP0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 MP0570'THIS STATION IS LOCATED ABOUT 1 MILE EAST OF THE TOWN OF SARATOGA
 MP0570'ALONG THE NORTH SIDE OF A GRADED ROAD WHICH GOES TO LARAMIE,
 MP0570'ABOUT 200 YARDS WEST OF THE ENTRANCE GATE TO OLD BALDY CLUB,
 MP0570'83 FEET NORTH OF THE CENTERLINE OF A GRADED AND GRAVEL ROAD,
 MP0570'25 FEET NORTH OF A TELEPHONE POLE, 17 FEET WEST OF A POWER
 MP0570'POLE, 14 FEET SOUTH OF A TRACK ROAD, AND 1.5 FEET EAST OF
 MP0570'A STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 MP0570'IS STAMPED SARATOGA 2 1964.
 MP0570'
 MP0570'TO REACH THE STATION FROM THE POST OFFICE IN SARATOGA, GO EAST
 MP0570'0.1 MILE TO A BRIDGE OVER THE PLATTE RIVER (NORTH), CONTINUE
 MP0570'EAST AND SOUTH ON THE MAIN ROAD FOR 0.7 MILE TO A ROCK GATE
 MP0570'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE MAIN ROAD
 MP0570'EAST FOR 0.45 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 MP0570'
 MP0570'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 84 FEET NORTH OF
 MP0570'THE CENTERLINE OF GRAVEL ROAD, 60 FEET EAST-NORTHEAST OF A
 MP0570'TELEPHONE POLE, AND 34 FEET EAST OF A POWER POLE.  THE MARK
 MP0570'PROJECTS 1 INCH AND THE DISK IS STAMPED SARATOGA 2 NO 3 1964.
 MP0570'
 MP0570'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 76 FEET NORTH
 MP0570'OF THE CENTERLINE OF GRAVEL ROAD, 58 FEET WEST OF A POWER
 MP0570'POLE, 41 FEET WEST-NORTHWEST OF A TELEPHONE POLE, AND 15
 MP0570'FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD.  THE MARK PROJECTS
 MP0570'2 INCHES AND THE DISK IS STAMPED SARATOGA 2 NO 4 1964.
 MP0570'
 MP0570'AZIMUTH MARK IS WEST OF THE STATION 0.45 MILE, 63 FEET SOUTH
 MP0570'OF THE CENTERLINE OF GRAVEL ROAD, 47 FEET SOUTH OF THE NORTH
 MP0570'SIDE OF ROCK WALL, 20 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST
 MP0570'OF A POWER POLE, AND 1.5 FEET WEST OF A NEW STEEL WITNESS
 MP0570'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MP0570'SARATOGA 2 1964.
 MP0570'
 MP0570'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0568 ***********************************************************************
 MP0568  DESIGNATION -  SARATOGA 2 AZ MK
 MP0568  PID         -  MP0568
 MP0568  STATE/COUNTY-  WY/CARBON
 MP0568  USGS QUAD   -  SARATOGA (1961)
 MP0568
 MP0568                         *CURRENT SURVEY CONTROL
 MP0568  ___________________________________________________________________
 MP0568* NAD 83(1993)-  41 27 10.62392(N)    106 47 40.61688(W)     ADJUSTED  
 MP0568* NAVD 88     -      2080.4    (meters)    6825.     (feet)  VERTCON   
 MP0568  ___________________________________________________________________
 MP0568  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 MP0568  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 MP0568
 MP0568  HORZ ORDER  -  THIRD
 MP0568
 MP0568.The horizontal coordinates were established by classical geodetic methods
 MP0568.and adjusted by the National Geodetic Survey in January 1997..
 MP0568
 MP0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0568
 MP0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0568
 MP0568.The geoid height was determined by GEOID03.
 MP0568
 MP0568;                    North         East     Units Scale Factor Converg.
 MP0568;SPC WYEC     -   205,961.984   445,010.660   MT  0.99996242   +0 21 23.9
 MP0568;UTM  13      - 4,590,595.243   350,104.961   MT  0.99987651   -1 11 17.8
 MP0568
 MP0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0568!SPC WYEC     -   0.99967571  x   0.99996242  =   0.99963815
 MP0568!UTM  13      -   0.99967571  x   0.99987651  =   0.99955226
 MP0568
 MP0568:                Primary Azimuth Mark                     Grid Az
 MP0568:SPC WYEC     -  SARATOGA 2                               087 36 48.4
 MP0568:UTM  13      -  SARATOGA 2                               089 09 30.1
 MP0568
 MP0568|---------------------------------------------------------------------|
 MP0568| PID    Reference Object                     Distance      Geod. Az  |
 MP0568|                                                           dddmmss.s |
 MP0568| MP0570 SARATOGA 2                          APPROX. 0.7 KM 0875812.3 |
 MP0568| MP0569 SARATOGA                            APPROX. 0.6 KM 1065952.2 |
 MP0568|---------------------------------------------------------------------|
 MP0568
 MP0568                          SUPERSEDED SURVEY CONTROL
 MP0568
 MP0568  NAD 83(1986)-  41 27 10.61581(N)    106 47 40.60985(W) AD(       ) 3
 MP0568  NAD 27      -  41 27 10.75200(N)    106 47 38.49500(W) AD(       ) 3
 MP0568  NGVD 29 (07/19/86) 2079.2    (m)         6822.     (f) VERT ANG       
 MP0568
 MP0568.Superseded values are not recommended for survey control.
 MP0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0568.See file dsdata.txt to determine how the superseded data were derived.
 MP0568
 MP0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5010590595(NAD 83)
 MP0568_MARKER: DS = TRIANGULATION STATION DISK
 MP0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0568+STABILITY: SURFACE MOTION
 MP0568
 MP0568  HISTORY     - Date     Condition        Report By
 MP0568  HISTORY     - 1964     MONUMENTED       CGS
 MP0568
 MP0568                          STATION DESCRIPTION
 MP0568
 MP0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 MP0568'STATION SARATOGA 2 IS LOCATED ABOUT 1 MILE EAST OF THE TOWN OF
 MP0568'SARATOGA ALONG THE NORTH SIDE OF A GRADED ROAD WHICH GOES TO LARAMIE,
 MP0568'ABOUT 200 YARDS WEST OF THE ENTRANCE GATE TO OLD BALDY CLUB,
 MP0568'83 FEET NORTH OF THE CENTERLINE OF A GRADED AND GRAVEL ROAD,
 MP0568'25 FEET NORTH OF A TELEPHONE POLE, 17 FEET WEST OF A POWER
 MP0568'POLE, 14 FEET SOUTH OF A TRACK ROAD, AND 1.5 FEET EAST OF
 MP0568'A STEEL WITNESS POST.
 MP0568'
 MP0568'THE STATION MARK IS WEST OF STATION SARATOGA 2 0.45 MILE, 63 FEET
 MP0568'SOUTH OF THE CENTERLINE OF GRAVEL ROAD, 47 FEET SOUTH OF THE NORTH
 MP0568'SIDE OF ROCK WALL, 20 FEET SOUTH OF A FENCE CORNER, 2 FEET EAST
 MP0568'OF A POWER POLE, AND 1.5 FEET WEST OF A NEW STEEL WITNESS
 MP0568'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MP0568'SARATOGA 2 1964.
 MP0568'
 MP0568'TO REACH THE STATION FROM THE POST OFFICE IN SARATOGA, GO EAST
 MP0568'0.1 MILE TO A BRIDGE OVER THE PLATTE RIVER (NORTH), CONTINUE
 MP0568'EAST AND SOUTH ON THE MAIN ROAD FOR 0.7 MILE TO A ROCK GATE
 MP0568'AND THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0866 ***********************************************************************
 OX0866  CBN         -  This is a Cooperative Base Network Control Station.
 OX0866  DESIGNATION -  SARGENTS PT
 OX0866  PID         -  OX0866
 OX0866  STATE/COUNTY-  WY/TETON
 OX0866  USGS QUAD   -  COLTER BAY (1968)
 OX0866
 OX0866                         *CURRENT SURVEY CONTROL
 OX0866  ___________________________________________________________________
 OX0866* NAD 83(1993)-  43 56 17.31364(N)    110 38 35.36878(W)     ADJUSTED  
 OX0866* NAVD 88     -      2067.4    (meters)    6783.     (feet)  GPS OBS   
 OX0866  ___________________________________________________________________
 OX0866  X           -  -1,622,324.566 (meters)                     COMP
 OX0866  Y           -  -4,306,272.832 (meters)                     COMP
 OX0866  Z           -   4,404,573.298 (meters)                     COMP
 OX0866  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 OX0866  ELLIP HEIGHT-        2058.47  (meters)          (09/07/01) GPS OBS
 OX0866  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 OX0866
 OX0866  HORZ ORDER  -  B
 OX0866  ELLP ORDER  -  FOURTH    CLASS I
 OX0866
 OX0866.The horizontal coordinates were established by GPS observations
 OX0866.and adjusted by the National Geodetic Survey in May 1992..
 OX0866
 OX0866.The orthometric height was determined by GPS observations and a
 OX0866.high-resolution geoid model.
 OX0866
 OX0866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OX0866
 OX0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0866
 OX0866.The ellipsoidal height was determined by GPS observations
 OX0866.and is referenced to NAD 83.
 OX0866
 OX0866.The geoid height was determined by GEOID03.
 OX0866
 OX0866;                    North         East     Units Scale Factor Converg.
 OX0866;SPC WY W     -   482,029.043   755,054.753   MT  0.99996234   -0 23 18.5
 OX0866;UTM  12      - 4,865,064.405   528,639.205   MT  0.99961009   +0 14 51.4
 OX0866
 OX0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0866!SPC WY W     -   0.99967732  x   0.99996234  =   0.99963968
 OX0866!UTM  12      -   0.99967732  x   0.99961009  =   0.99928754
 OX0866
 OX0866                          SUPERSEDED SURVEY CONTROL
 OX0866
 OX0866  ELLIP H (05/15/92) 2058.55   (m)                       GP(       ) 4 2
 OX0866  NAD 83(1993)-  43 56 17.30584(N)    110 38 35.34992(W) AD(       ) 1
 OX0866  NGVD 29 (04/22/91) 2066.1    (m)         6779.     (f) GPS OBS        
 OX0866
 OX0866.Superseded values are not recommended for survey control.
 OX0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0866.See file dsdata.txt to determine how the superseded data were derived.
 OX0866
 OX0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2863965064(NAD 83)
 OX0866_MARKER: DH = HORIZONTAL CONTROL DISK
 OX0866_SETTING: 0 = UNSPECIFIED SETTING
 OX0866_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0866+SATELLITE: SATELLITE OBSERVATIONS - 1987
 OX0866
 OX0866  HISTORY     - Date     Condition        Report By
 OX0866  HISTORY     - 1987     MONUMENTED       NGS
 OX0866
 OX0866                          STATION DESCRIPTION
 OX0866
 OX0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 OX0866'THE STATION IS LOCATED IN GRAND TETON NATIONAL PARK, ALONG THE EAST
 OX0866'SHORE OF JACKSON LAKE,
 OX0866'ABOUT 3.2 KM (2 MI) NORTH OF COLTER BAY VILLAGE,
 OX0866'0.8 KM (0.5 MI) NORTH OF LEEKS MARINA, ALONG THE SOUTHWEST SHORE OF
 OX0866'SARGENTS POINT, JUST NORTH OF A BOATHOUSE AND DOCK AT THE
 OX0866'UNIVERSITY OF WYOMING-NATIONAL PARK SERVICE RESEARCH CENTER, IN A
 OX0866'LARGE CONCRETE BLOCK FORMERLY USED AS A WINCH BLOCK TO PULL BOATS
 OX0866'ASHORE.
 OX0866'OWNERSHIP--NATIONAL PARK SERVICE, LEASED TO UNIVERSITY OF WYOMING,
 OX0866'KEN DIEM - DIRECTOR, P.O. BOX 170, MORAN WY 83013, PHONE
 OX0866'307-543-2463.
 OX0866'
 OX0866'TO REACH THE STATION FROM THE JUNCTION OF COLTER BAY VILLAGE
 OX0866'ENTRANCE ROAD AND U.S. HIGHWAYS 191 AND 287 IN GRAND TETON NATIONAL
 OX0866'PARK, GO NORTH FOR 1.4 KM (0.85 MI) ON HIGHWAYS 191 AND 287 TO A
 OX0866'ROAD LEFT LEADING TO LEEKS MARINA.
 OX0866'TURN LEFT AND GO NORTHWEST FOR 0.9 KM (0.55 MI) ON THE PAVED ROAD
 OX0866'TO A PARKING LOT ON THE RIGHT.  TURN RIGHT AND GO 10 METERS (33
 OX0866'FT), THEN TURN RIGHT AND GO NORTH FOR 0.6 KM (0.35 MI) ON A NARROW
 OX0866'PAVED ROAD TO A LOCKED CHAIN GATE.  CONTINUE AHEAD FOR 1.0 KM (0.6
 OX0866'MI) TO A DIM LANE LEFT AT GARAGE.  TURN LEFT AND GO SOUTHWEST,
 OX0866'PASSING TO LEFT OF GARAGE, FOR 0.1 KM (0.05 MI) TO A CABLE GATE.
 OX0866'PASS THROUGH GATE AND GO DOWNHILL FOR 40 METERS (131 FT) TO A DIM
 OX0866'FORK.  FOLLOW THE RIGHT FORK AND GO 17 METERS (56 FT) TO THE END OF
 OX0866'TRUCK TRAVEL AT A WINCH ON THE LEFT.  BEAR RIGHT FOR 15 METERS (50
 OX0866'FT) ALONG THE SHORE TO THE STATION.
 OX0866'
 OX0866'THE STATION IS A STANDARD NGS DISK
 OX0866'STAMPED---SARGENTS PT 1987---,
 OX0866'SET INTO A DRILL HOLE IN THE TOP OF SQUARE CONCRETE BLOCK 90 CM ON
 OX0866'SIDE PROJECTING 50 CM ABOVE GROUND.  THE BLOCK HAS A TRUCK AXLE SET
 OX0866'VERTICALLY IN THE CENTER OF THE BLOCK.  LOCATED
 OX0866'23.1 METERS (75.8 FT) NORTHWEST FROM THE NORTHWEST END OF THE
 OX0866'CONCRETE RETAINING WALL NEAR BOATHOUSE,
 OX0866'8.0 METERS (26.2 FT) WEST-SOUTHWEST FROM A 1.5-METER TREE,
 OX0866'5.0 METERS (16.4 FT) NORTHEAST FROM THE LAKE BANK,
 OX0866'0.2 METERS (0.7 FT) SOUTHEAST FROM THE AXLE AND ABOUT
 OX0866'50 METERS (164 FT) NORTHWEST FROM THE BOATHOUSE.
 OX0866'
 OX0866'NO REFERENCE MARKS WERE SET AT THIS TIME.
 OX0866'
 OX0866'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 OX0866'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 OX0866'
 OX0866'THIS STATION SUITABLE FOR GPS SURVEYS.
 OX0866'
 OX0866'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0652 ***********************************************************************
 MP0652  DESIGNATION -  SAVERY
 MP0652  PID         -  MP0652
 MP0652  STATE/COUNTY-  WY/CARBON
 MP0652  USGS QUAD   -  SAVERY (1961)
 MP0652
 MP0652                         *CURRENT SURVEY CONTROL
 MP0652  ___________________________________________________________________
 MP0652* NAD 83(1993)-  41 01 46.07175(N)    107 29 47.93972(W)     ADJUSTED  
 MP0652* NAVD 88     -      1976.0    (meters)    6483.     (feet)  VERTCON   
 MP0652  ___________________________________________________________________
 MP0652  LAPLACE CORR-          10.71  (seconds)                    DEFLEC99
 MP0652  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 MP0652
 MP0652  HORZ ORDER  -  SECOND
 MP0652
 MP0652.The horizontal coordinates were established by classical geodetic methods
 MP0652.and adjusted by the National Geodetic Survey in January 1997..
 MP0652
 MP0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0652
 MP0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0652
 MP0652.The geoid height was determined by GEOID03.
 MP0652
 MP0652;                    North         East     Units Scale Factor Converg.
 MP0652;SPC WYEC     -   158,805.856   386,266.305   MT  0.99993982   -0 06 26.0
 MP0652;SPC CO N     -   495,025.120   746,494.074   MT  1.00004922   -1 17 24.4
 MP0652;SPC CO N     - 1,624,094.91  2,449,122.64   sFT  1.00004922   -1 17 24.4
 MP0652;UTM  13      - 4,545,030.790   290,112.148   MT  1.00014222   -1 38 22.3
 MP0652
 MP0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0652!SPC WYEC     -   0.99969229  x   0.99993982  =   0.99963213
 MP0652!SPC CO N     -   0.99969229  x   1.00004922  =   0.99974150
 MP0652!UTM  13      -   0.99969229  x   1.00014222  =   0.99983447
 MP0652
 MP0652|---------------------------------------------------------------------|
 MP0652| PID    Reference Object                     Distance      Geod. Az  |
 MP0652|                                                           dddmmss.s |
 MP0652| CP6597 SAVERY RM 1                           7.461 METERS 01530     |
 MP0652| MP0354 T 72                                 12.319 METERS 12954     |
 MP0652| CP6596 SAVERY AZ MK                                       3044949.8 |
 MP0652|---------------------------------------------------------------------|
 MP0652
 MP0652                          SUPERSEDED SURVEY CONTROL
 MP0652
 MP0652  NAD 83(1993)-  41 01 46.06961(N)    107 29 47.93352(W) AD(       ) 2
 MP0652  NAD 83(1986)-  41 01 46.06660(N)    107 29 47.93135(W) AD(       ) 2
 MP0652  NAD 27      -  41 01 46.19400(N)    107 29 45.69600(W) AD(       ) 2
 MP0652  NGVD 29 (07/19/86) 1974.8    (m)         6479.     (f) VERT ANG       
 MP0652
 MP0652.Superseded values are not recommended for survey control.
 MP0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0652.See file dsdata.txt to determine how the superseded data were derived.
 MP0652
 MP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF9011245031(NAD 83)
 MP0652_MARKER: DS = TRIANGULATION STATION DISK
 MP0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0652
 MP0652  HISTORY     - Date     Condition        Report By
 MP0652  HISTORY     - 1949     MONUMENTED       CGS
 MP0652  HISTORY     - 1978     MARK NOT FOUND   USGS
 MP0652
 MP0652                          STATION DESCRIPTION
 MP0652
 MP0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0652'THE STATION IS LOCATED ABOUT 2.0 MILES AIR LINE EAST OF DIXON,
 MP0652'ABOUT 2.0 MILES AIR LINE NORTH OF THE COLORADO-WYOMING STATE
 MP0652'LINE AND ABOUT 0.25 MILE SOUTH OF THE OILED ROAD THAT EXTENDS
 MP0652'FROM BAGGS TO SAVERY, ON A FLAT, SAGEBRUSH-COVERED AREA.  THE
 MP0652'STATION MARK PROJECTS 4 INCHES, IS SET 25 FEET NORTHEAST OF
 MP0652'A DIRT ROAD AND 5 FEET NORTH OF A WHITE WITNESS POST.  IT IS
 MP0652'STAMPED, SAVERY 1949.
 MP0652'
 MP0652'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 MP0652'AS THE STATION MARK AND IS STAMPED, SAVERY NO 1 1949.
 MP0652'
 MP0652'REFERENCE MARK IS A U.S.C. AND G.S. BENCH MARK.  IT IS SET
 MP0652'IN A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES,
 MP0652'AND IS STAMPED, T 72 1934.
 MP0652'
 MP0652'THE AZIMUTH MARK PROJECTS 6 INCHES, IS 75 FEET NORTH OF AN
 MP0652'OILED ROAD, 6 FEET SOUTH OF A WIRE FENCE AND 4 FEET SOUTHEAST
 MP0652'OF A WHITE WITNESS POST.  IT IS STAMPED, SAVERY 1949.
 MP0652'
 MP0652'TO REACH THE STATION FROM DIXON, GO EAST ON OILED ROAD 1.8
 MP0652'MILES TO THE AZIMUTH MARK ON LEFT AND AN ANGLING ROAD ON RIGHT.
 MP0652'TURN RIGHT, GO 0.3 MILE TO THE STATION ON LEFT.  A DRIVE STATION.
 MP0652
 MP0652                          STATION RECOVERY (1978)
 MP0652
 MP0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MP0652'REPORTED DESTROYED.
 MP0652'
 MP0652'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF CONCRETE POST,
 MP0652'STAMPED ---SAVERY 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0395 ***********************************************************************
 NR0395  DESIGNATION -  SBGAP 1
 NR0395  PID         -  NR0395
 NR0395  STATE/COUNTY-  WY/NATRONA
 NR0395  USGS QUAD   -  BENTON BASIN SW (1984)
 NR0395
 NR0395                         *CURRENT SURVEY CONTROL
 NR0395  ___________________________________________________________________
 NR0395* NAD 83(1993)-  42 37 14.67161(N)    106 53 14.83226(W)     ADJUSTED  
 NR0395* NAVD 88     -      1887.4    (meters)    6192.     (feet)  VERTCON   
 NR0395  ___________________________________________________________________
 NR0395  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 NR0395  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 NR0395
 NR0395  HORZ ORDER  -  THIRD
 NR0395
 NR0395.The horizontal coordinates were established by classical geodetic methods
 NR0395.and adjusted by the National Geodetic Survey in January 1997..
 NR0395
 NR0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0395
 NR0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0395
 NR0395.The geoid height was determined by GEOID03.
 NR0395
 NR0395;                    North         East     Units Scale Factor Converg.
 NR0395;SPC WYEC     -   335,621.392   436,578.037   MT  0.99995396   +0 18 06.9
 NR0395;UTM  13      - 4,720,426.983   345,211.606   MT  0.99989478   -1 16 42.0
 NR0395
 NR0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0395!SPC WYEC     -   0.99970604  x   0.99995396  =   0.99966001
 NR0395!UTM  13      -   0.99970604  x   0.99989478  =   0.99960085
 NR0395
 NR0395:                Primary Azimuth Mark                     Grid Az
 NR0395:SPC WYEC     -  ALCOVA                                   073 05 23.5
 NR0395:UTM  13      -  ALCOVA                                   074 40 12.4
 NR0395
 NR0395|---------------------------------------------------------------------|
 NR0395| PID    Reference Object                     Distance      Geod. Az  |
 NR0395|                                                           dddmmss.s |
 NR0395| NR0394 ALCOVA                              APPROX. 9.9 KM 0732330.4 |
 NR0395|---------------------------------------------------------------------|
 NR0395
 NR0395                          SUPERSEDED SURVEY CONTROL
 NR0395
 NR0395  NAD 83(1986)-  42 37 14.65965(N)    106 53 14.81376(W) AD(       ) 3
 NR0395  NAD 27      -  42 37 14.80160(N)    106 53 12.63542(W) AD(       ) 3
 NR0395  NGVD 29 (07/19/86) 1886.4    (m)         6189.     (f) VERT ANG       
 NR0395
 NR0395.Superseded values are not recommended for survey control.
 NR0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0395.See file dsdata.txt to determine how the superseded data were derived.
 NR0395
 NR0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH4521220427(NAD 83)
 NR0395_MARKER: DD = SURVEY DISK
 NR0395_SETTING: 0 = UNSPECIFIED SETTING
 NR0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0395
 NR0395  HISTORY     - Date     Condition        Report By
 NR0395  HISTORY     - 1948     MONUMENTED       USGS
 NR0395
 NR0395                          STATION DESCRIPTION
 NR0395
 NR0395'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0395'STATION IS LOCATED ABOUT 9 MI. W. OF ALCOVA AND 4 MI. N. OF HIGHWAY
 NR0395'220.
 NR0395'
 NR0395'TO REACH FROM POST OFFICE IN ALCOVA, GO SW. ON HIGHWAY 220 7.95 MI.
 NR0395'TO JUNCTION OF DIRT RD. N., TURN RIGHT THRU CATTLEGUARD AND FOLLOW
 NR0395'MAIN TRAIL 4.2 MI. TO JUNCTION TRAIL, TURN LEFT ON MAIN TRAIL 0.65
 NR0395'MI. TO FENCE LINE, FOLLOW TRAIL ALONG S. SIDE OF FENCE 0.7 MI. TO
 NR0395'WHERE TRAIL TURNS RIGHT THRU FENCE.  STATION IS 54 FT. W. OF
 NR0395'CENTERLINE RD. AT FENCE INTERSECTION AND 5 FT. S. OF E-W. AND N-S.
 NR0395'FENCE JUNCTION.
 NR0395'
 NR0395'STATION MARK--STANDARD CAP SET IN CONCRETE, STAMPED ---SBGAP-1
 NR0395'1948---, PROJECTS 7 IN., STAMPED ---6230---.
 NR0395'
 NR0395'REFERENCE MARK NO. 1--STANDARD COPPER NAIL AND WASHER SET IN CONCRETE
 NR0395'POST 1 FT. S. OF E-W. FENCE AND IS 68.7 FT. W. OF STATION,
 NR0395'S 87 DEG 08 MIN E.
 NR0395'
 NR0395'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER SET IN CONCRETE
 NR0395'POST 2 FT. W. OF N-S. FENCE AND IS 56.7 FT. N. OF STATION,
 NR0395'S 16 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0463 ***********************************************************************
 OU0463  DESIGNATION -  SBM
 OU0463  PID         -  OU0463
 OU0463  STATE/COUNTY-  WY/WESTON
 OU0463  USGS QUAD   -  PINEY CANYON SE (1971)
 OU0463
 OU0463                         *CURRENT SURVEY CONTROL
 OU0463  ___________________________________________________________________
 OU0463* NAD 83(1986)-  43 30 50.     (N)    105 00 34.     (W)     SCALED    
 OU0463* NAVD 88     -      1331.240  (meters)    4367.58   (feet)  POSTED    
 OU0463  ___________________________________________________________________
 OU0463  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 OU0463  DYNAMIC HT  -        1330.560 (meters)    4365.35  (feet)  COMP
 OU0463  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 OU0463
 OU0463  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0463
 OU0463.The horizontal coordinates were scaled from a topographic map and have
 OU0463.an estimated accuracy of +/- 6 seconds.
 OU0463
 OU0463.The orthometric height was determined by differential leveling
 OU0463.and adjusted by the National Geodetic Survey in 1992..
 OU0463.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0463.rate of 0.0 thru 1.0 mm/km.
 OU0463
 OU0463.The geoid height was determined by GEOID03.
 OU0463
 OU0463.The dynamic height is computed by dividing the NAVD 88
 OU0463.geopotential number by the normal gravity value computed on the
 OU0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0463.degrees latitude (g = 980.6199 gals.).
 OU0463
 OU0463.The modeled gravity was interpolated from observed gravity values.
 OU0463
 OU0463;                    North         East    Units  Estimated Accuracy
 OU0463;SPC WY E     -   334,750.      212,710.      MT  (+/- 180 meters Scaled)
 OU0463
 OU0463                          SUPERSEDED SURVEY CONTROL
 OU0463
 OU0463.No superseded survey control is available for this station.
 OU0463
 OU0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ992178(NAD 83)
 OU0463_MARKER: B = BOLT
 OU0463_SETTING: 0 = UNSPECIFIED SETTING
 OU0463_MARK LOGO: NONE  
 OU0463_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0463+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0463
 OU0463  HISTORY     - Date     Condition        Report By
 OU0463  HISTORY     - 1971     MONUMENTED       USGS
 OU0463
 OU0463                          STATION DESCRIPTION
 OU0463
 OU0463'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0463'FROM BILL, WYOMING, PROCEED APPOXIMATELY 21 MILES NORTHEAST ALONG
 OU0463'DULL CENTER ROAD, THENCE 5.3 MILES NORTH ALONG ROCHELLE HILLS ROAD TO
 OU0463'A T-ROAD EAST, THENCE 3.5 MILES NORTHEAST TO KEATON CREEK, 0.3 MILES
 OU0463'SOUTH OF BM 6 RGB, A PAINTED BOLT ON THE MIDDLE OF THE EAST SIDE OF
 OU0463'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0472 ***********************************************************************
 OU0472  DESIGNATION -  SBM
 OU0472  PID         -  OU0472
 OU0472  STATE/COUNTY-  WY/WESTON
 OU0472  USGS QUAD   -  DARLINGTON DRAW WEST (1982)
 OU0472
 OU0472                         *CURRENT SURVEY CONTROL
 OU0472  ___________________________________________________________________
 OU0472* NAD 83(1986)-  43 41 33.     (N)    104 59 17.     (W)     SCALED    
 OU0472* NAVD 88     -      1331.765  (meters)    4369.30   (feet)  POSTED    
 OU0472  ___________________________________________________________________
 OU0472  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 OU0472  DYNAMIC HT  -        1331.120 (meters)    4367.18  (feet)  COMP
 OU0472  MODELED GRAV-     980,086.2   (mgal)                       NAVD 88
 OU0472
 OU0472  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0472
 OU0472.The horizontal coordinates were scaled from a topographic map and have
 OU0472.an estimated accuracy of +/- 6 seconds.
 OU0472
 OU0472.The orthometric height was determined by differential leveling
 OU0472.and adjusted by the National Geodetic Survey in 1992..
 OU0472.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0472.rate of 0.0 thru 1.0 mm/km.
 OU0472
 OU0472.The geoid height was determined by GEOID03.
 OU0472
 OU0472.The dynamic height is computed by dividing the NAVD 88
 OU0472.geopotential number by the normal gravity value computed on the
 OU0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0472.degrees latitude (g = 980.6199 gals.).
 OU0472
 OU0472.The modeled gravity was interpolated from observed gravity values.
 OU0472
 OU0472;                    North         East    Units  Estimated Accuracy
 OU0472;SPC WY E     -   354,600.      214,400.      MT  (+/- 180 meters Scaled)
 OU0472
 OU0472                          SUPERSEDED SURVEY CONTROL
 OU0472
 OU0472.No superseded survey control is available for this station.
 OU0472
 OU0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ009377(NAD 83)
 OU0472_MARKER: Q = CHISELED SQUARE
 OU0472_SETTING: 0 = UNSPECIFIED SETTING
 OU0472_MARK LOGO: NONE  
 OU0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 OU0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0472+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0472
 OU0472  HISTORY     - Date     Condition        Report By
 OU0472  HISTORY     - 1971     MONUMENTED       USGS
 OU0472
 OU0472                          STATION DESCRIPTION
 OU0472
 OU0472'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0472'FROM CLARETON, WYOMING, PROCEED 13.7 MILES WEST ALONG STATE HIGHWAY
 OU0472'450, THENCE 4.2 MILES SOUTHWEST ALONG PINEY CANYON ROAD TO A TRAIL
 OU0472'NORTH, THENCE 3.8 MILES NORTH TO A WINDMILL, A CHISELED SQUARE ON THE
 OU0472'CONCRETE BASE OF THE WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0586 ***********************************************************************
 PV0586  DESIGNATION -  SBM
 PV0586  PID         -  PV0586
 PV0586  STATE/COUNTY-  WY/CAMPBELL
 PV0586  USGS QUAD   -  WHITETAIL CREEK NE (1971)
 PV0586
 PV0586                         *CURRENT SURVEY CONTROL
 PV0586  ___________________________________________________________________
 PV0586* NAD 83(1986)-  44 07 33.     (N)    105 07 24.     (W)     SCALED    
 PV0586* NAVD 88     -      1301.324  (meters)    4269.43   (feet)  POSTED    
 PV0586  ___________________________________________________________________
 PV0586  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 PV0586  DYNAMIC HT  -        1300.760 (meters)    4267.58  (feet)  COMP
 PV0586  MODELED GRAV-     980,142.9   (mgal)                       NAVD 88
 PV0586
 PV0586  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0586
 PV0586.The horizontal coordinates were scaled from a topographic map and have
 PV0586.an estimated accuracy of +/- 6 seconds.
 PV0586
 PV0586.The orthometric height was determined by differential leveling
 PV0586.and adjusted by the National Geodetic Survey in 1992..
 PV0586.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0586.rate of 0.0 thru 1.0 mm/km.
 PV0586
 PV0586.The geoid height was determined by GEOID03.
 PV0586
 PV0586.The dynamic height is computed by dividing the NAVD 88
 PV0586.geopotential number by the normal gravity value computed on the
 PV0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0586.degrees latitude (g = 980.6199 gals.).
 PV0586
 PV0586.The modeled gravity was interpolated from observed gravity values.
 PV0586
 PV0586;                    North         East    Units  Estimated Accuracy
 PV0586;SPC WY E     -   402,730.      203,470.      MT  (+/- 180 meters Scaled)
 PV0586
 PV0586                          SUPERSEDED SURVEY CONTROL
 PV0586
 PV0586  NGVD 29 (??/??/92) 1300.58   (m)         4267.0    (f) COMPUTED    3 0
 PV0586
 PV0586.Superseded values are not recommended for survey control.
 PV0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0586.See file dsdata.txt to determine how the superseded data were derived.
 PV0586
 PV0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ901858(NAD 83)
 PV0586_MARKER: B = BOLT
 PV0586_SETTING: 0 = UNSPECIFIED SETTING
 PV0586_MARK LOGO: NONE  
 PV0586_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PV0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0586+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0586
 PV0586  HISTORY     - Date     Condition        Report By
 PV0586  HISTORY     - 1971     MONUMENTED       USGS
 PV0586
 PV0586                          STATION DESCRIPTION
 PV0586
 PV0586'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0586'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 PV0586'14/16, THENCE 12.5 MILES SOUTHWEST TO THE BELLE FOURCHE RIVER, ON THE
 PV0586'SOUTHWEST END OF A BRIDGE, A PAINTED BOLT HEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0477 ***********************************************************************
 OU0477  DESIGNATION -  SBM
 OU0477  PID         -  OU0477
 OU0477  STATE/COUNTY-  WY/WESTON
 OU0477  USGS QUAD   -  JIM CREEK (1971)
 OU0477
 OU0477                         *CURRENT SURVEY CONTROL
 OU0477  ___________________________________________________________________
 OU0477* NAD 83(1986)-  43 54 37.     (N)    105 04 27.     (W)     SCALED    
 OU0477* NAVD 88     -      1449.044  (meters)    4754.07   (feet)  POSTED    
 OU0477  ___________________________________________________________________
 OU0477  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 OU0477  DYNAMIC HT  -        1448.340 (meters)    4751.76  (feet)  COMP
 OU0477  MODELED GRAV-     980,084.6   (mgal)                       NAVD 88
 OU0477
 OU0477  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0477
 OU0477.The horizontal coordinates were scaled from a topographic map and have
 OU0477.an estimated accuracy of +/- 6 seconds.
 OU0477
 OU0477.The orthometric height was determined by differential leveling
 OU0477.and adjusted by the National Geodetic Survey in 1992..
 OU0477.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0477.rate of 0.0 thru 1.0 mm/km.
 OU0477
 OU0477.The geoid height was determined by GEOID03.
 OU0477
 OU0477.The dynamic height is computed by dividing the NAVD 88
 OU0477.geopotential number by the normal gravity value computed on the
 OU0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0477.degrees latitude (g = 980.6199 gals.).
 OU0477
 OU0477.The modeled gravity was interpolated from observed gravity values.
 OU0477
 OU0477;                    North         East    Units  Estimated Accuracy
 OU0477;SPC WY E     -   378,790.      207,430.      MT  (+/- 180 meters Scaled)
 OU0477
 OU0477                          SUPERSEDED SURVEY CONTROL
 OU0477
 OU0477.No superseded survey control is available for this station.
 OU0477
 OU0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ940619(NAD 83)
 OU0477_MARKER: Q = CHISELED SQUARE
 OU0477_SETTING: 0 = UNSPECIFIED SETTING
 OU0477_MARK LOGO: NONE  
 OU0477_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OU0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0477+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0477
 OU0477  HISTORY     - Date     Condition        Report By
 OU0477  HISTORY     - 1971     MONUMENTED       USGS
 OU0477
 OU0477                          STATION DESCRIPTION
 OU0477
 OU0477'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0477'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0477'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0477'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0477'ROAD FORK, THENCE 5.4 MILES SOUTH TO JOE KEELINE RANCH CAMP, A
 OU0477'CHISELED SQUARE ON THE SOUTHEAST CORNER OF COOK SHACK, PAINTED
 OU0477'ORANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0479 ***********************************************************************
 OU0479  DESIGNATION -  SBM
 OU0479  PID         -  OU0479
 OU0479  STATE/COUNTY-  WY/WESTON
 OU0479  USGS QUAD   -  JIM CREEK (1971)
 OU0479
 OU0479                         *CURRENT SURVEY CONTROL
 OU0479  ___________________________________________________________________
 OU0479* NAD 83(1986)-  43 53 06.     (N)    105 04 19.     (W)     SCALED    
 OU0479* NAVD 88     -      1516.366  (meters)    4974.94   (feet)  POSTED    
 OU0479  ___________________________________________________________________
 OU0479  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 OU0479  DYNAMIC HT  -        1515.630 (meters)    4972.53  (feet)  COMP
 OU0479  MODELED GRAV-     980,077.3   (mgal)                       NAVD 88
 OU0479
 OU0479  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0479
 OU0479.The horizontal coordinates were scaled from a topographic map and have
 OU0479.an estimated accuracy of +/- 6 seconds.
 OU0479
 OU0479.The orthometric height was determined by differential leveling
 OU0479.and adjusted by the National Geodetic Survey in 1992..
 OU0479.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0479.rate of 0.0 thru 1.0 mm/km.
 OU0479
 OU0479.The geoid height was determined by GEOID03.
 OU0479
 OU0479.The dynamic height is computed by dividing the NAVD 88
 OU0479.geopotential number by the normal gravity value computed on the
 OU0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0479.degrees latitude (g = 980.6199 gals.).
 OU0479
 OU0479.The modeled gravity was interpolated from observed gravity values.
 OU0479
 OU0479;                    North         East    Units  Estimated Accuracy
 OU0479;SPC WY E     -   375,980.      207,610.      MT  (+/- 180 meters Scaled)
 OU0479
 OU0479                          SUPERSEDED SURVEY CONTROL
 OU0479
 OU0479.No superseded survey control is available for this station.
 OU0479
 OU0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ942591(NAD 83)
 OU0479_MARKER: Q = CHISELED SQUARE
 OU0479_SETTING: 0 = UNSPECIFIED SETTING
 OU0479_MARK LOGO: NONE  
 OU0479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OU0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0479+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0479
 OU0479  HISTORY     - Date     Condition        Report By
 OU0479  HISTORY     - 1971     MONUMENTED       USGS
 OU0479
 OU0479                          STATION DESCRIPTION
 OU0479
 OU0479'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0479'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0479'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0479'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0479'ROAD FORK, THENCE 7.9 MILES SOUTH TO A CREST IN THE ROAD, 0.3 MILES
 OU0479'NORTH OF BM 22 RGB, CHISLED SQUARE ON A PAINTED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0486 ***********************************************************************
 OU0486  DESIGNATION -  SBM
 OU0486  PID         -  OU0486
 OU0486  STATE/COUNTY-  WY/WESTON
 OU0486  USGS QUAD   -  BUCK CREEK (1971)
 OU0486
 OU0486                         *CURRENT SURVEY CONTROL
 OU0486  ___________________________________________________________________
 OU0486* NAD 83(1986)-  43 46 14.     (N)    105 01 58.     (W)     SCALED    
 OU0486* NAVD 88     -      1369.597  (meters)    4493.42   (feet)  POSTED    
 OU0486  ___________________________________________________________________
 OU0486  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 OU0486  DYNAMIC HT  -        1368.940 (meters)    4491.26  (feet)  COMP
 OU0486  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 OU0486
 OU0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0486
 OU0486.The horizontal coordinates were scaled from a topographic map and have
 OU0486.an estimated accuracy of +/- 6 seconds.
 OU0486
 OU0486.The orthometric height was determined by differential leveling
 OU0486.and adjusted by the National Geodetic Survey in 1992..
 OU0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0486.rate of 0.0 thru 1.0 mm/km.
 OU0486
 OU0486.The geoid height was determined by GEOID03.
 OU0486
 OU0486.The dynamic height is computed by dividing the NAVD 88
 OU0486.geopotential number by the normal gravity value computed on the
 OU0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0486.degrees latitude (g = 980.6199 gals.).
 OU0486
 OU0486.The modeled gravity was interpolated from observed gravity values.
 OU0486
 OU0486;                    North         East    Units  Estimated Accuracy
 OU0486;SPC WY E     -   363,270.      210,780.      MT  (+/- 180 meters Scaled)
 OU0486
 OU0486                          SUPERSEDED SURVEY CONTROL
 OU0486
 OU0486.No superseded survey control is available for this station.
 OU0486
 OU0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ973463(NAD 83)
 OU0486_MARKER: Q = CHISELED SQUARE
 OU0486_SETTING: 0 = UNSPECIFIED SETTING
 OU0486_MARK LOGO: NONE  
 OU0486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OU0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0486+SATELLITE: SATELLITE OBSERVATIONS - 1971
 OU0486
 OU0486  HISTORY     - Date     Condition        Report By
 OU0486  HISTORY     - 1971     MONUMENTED       USGS
 OU0486
 OU0486                          STATION DESCRIPTION
 OU0486
 OU0486'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 OU0486'FROM ROZET, WYOMING, PROCEED 1.5 MILES EAST ALONG U.S. HIGHWAY
 OU0486'14/16, THENCE 15.5 MILES SOUTHEAST TO A ROAD FORK, THENCE 4.2 MILES
 OU0486'SOUTHEAST TO A DRAIN AND ROAD FORK, CONTINUE 5.1 MILES SOUTH TO A
 OU0486'ROAD FORK, THENCE 15.2 MILES SOUTH TO A T-ROAD SOUTHEAST, THENCE 1.7
 OU0486'MILES SOUTHEAST TO A T-ROAD SOUTHWEST, THENCE 0.4 MILES SOUTH TO A
 OU0486'T-ROAD SOUTHWEST, THENCE 0.9 MILES SOUTHWEST TO A Y-ROAD, THENCE 2.1
 OU0486'MILES SOUTHEAST TO A WINDMILL, CHISLED SQUARE ON ROCK AT BASE,
 OU0486'PAINTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0603 ***********************************************************************
 PV0603  DESIGNATION -  SBM
 PV0603  PID         -  PV0603
 PV0603  STATE/COUNTY-  WY/CAMPBELL
 PV0603  USGS QUAD   -  RECLUSE (1971)
 PV0603
 PV0603                         *CURRENT SURVEY CONTROL
 PV0603  ___________________________________________________________________
 PV0603* NAD 83(1986)-  44 44 27.     (N)    105 42 36.     (W)     SCALED    
 PV0603* NAVD 88     -      1249.490  (meters)    4099.37   (feet)  POSTED    
 PV0603  ___________________________________________________________________
 PV0603  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 PV0603  DYNAMIC HT  -        1249.060 (meters)    4097.96  (feet)  COMP
 PV0603  MODELED GRAV-     980,231.0   (mgal)                       NAVD 88
 PV0603
 PV0603  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0603
 PV0603.The horizontal coordinates were scaled from a topographic map and have
 PV0603.an estimated accuracy of +/- 6 seconds.
 PV0603
 PV0603.The orthometric height was determined by differential leveling
 PV0603.and adjusted by the National Geodetic Survey in 1992..
 PV0603.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0603.rate of 0.0 thru 1.0 mm/km.
 PV0603
 PV0603.The geoid height was determined by GEOID03.
 PV0603
 PV0603.The dynamic height is computed by dividing the NAVD 88
 PV0603.geopotential number by the normal gravity value computed on the
 PV0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0603.degrees latitude (g = 980.6199 gals.).
 PV0603
 PV0603.The modeled gravity was interpolated from observed gravity values.
 PV0603
 PV0603;                    North         East    Units  Estimated Accuracy
 PV0603;SPC WY E     -   471,210.      156,970.      MT  (+/- 180 meters Scaled)
 PV0603
 PV0603                          SUPERSEDED SURVEY CONTROL
 PV0603
 PV0603.No superseded survey control is available for this station.
 PV0603
 PV0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK437544(NAD 83)
 PV0603_MARKER: Q = CHISELED SQUARE
 PV0603_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PV0603+WITH SETTING: PAVEMENT
 PV0603_SP_SET: GAS PUMP BASE
 PV0603_MARK LOGO: NONE  
 PV0603_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PV0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0603+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0603
 PV0603  HISTORY     - Date     Condition        Report By
 PV0603  HISTORY     - 1971     MONUMENTED       USGS
 PV0603
 PV0603                          STATION DESCRIPTION
 PV0603
 PV0603'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0603'FROM THE RECLUSE, WYOMING POST OFFICE, PROCEED 1.81 MILES WEST AND
 PV0603'SOUTH ALONG RECLUSE ROAD, 58 FEET NORTH AND 16 FEET WEST OF AND 1
 PV0603'FOOT LOWER THAN A Y-JUNCTION, 2 FEET NORTH OF A FENCE CORNER POST, 1
 PV0603'FOOT SOUTH OF A WITNESS POST, A CHISLED SQUARE ON EAST END OF
 PV0603'CONCRETE GAS PUMP BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0606 ***********************************************************************
 PV0606  DESIGNATION -  SBM
 PV0606  PID         -  PV0606
 PV0606  STATE/COUNTY-  WY/CAMPBELL
 PV0606  USGS QUAD   -  HOMESTEAD DRAW SW (1971)
 PV0606
 PV0606                         *CURRENT SURVEY CONTROL
 PV0606  ___________________________________________________________________
 PV0606* NAD 83(1986)-  44 46 57.     (N)    105 39 41.     (W)     SCALED    
 PV0606* NAVD 88     -      1248.038  (meters)    4094.60   (feet)  POSTED    
 PV0606  ___________________________________________________________________
 PV0606  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 PV0606  DYNAMIC HT  -        1247.620 (meters)    4093.23  (feet)  COMP
 PV0606  MODELED GRAV-     980,238.3   (mgal)                       NAVD 88
 PV0606
 PV0606  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0606
 PV0606.The horizontal coordinates were scaled from a topographic map and have
 PV0606.an estimated accuracy of +/- 6 seconds.
 PV0606
 PV0606.The orthometric height was determined by differential leveling
 PV0606.and adjusted by the National Geodetic Survey in 1992..
 PV0606.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0606.rate of 0.0 thru 1.0 mm/km.
 PV0606
 PV0606.The geoid height was determined by GEOID03.
 PV0606
 PV0606.The dynamic height is computed by dividing the NAVD 88
 PV0606.geopotential number by the normal gravity value computed on the
 PV0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0606.degrees latitude (g = 980.6199 gals.).
 PV0606
 PV0606.The modeled gravity was interpolated from observed gravity values.
 PV0606
 PV0606;                    North         East    Units  Estimated Accuracy
 PV0606;SPC WY E     -   475,810.      160,850.      MT  (+/- 180 meters Scaled)
 PV0606
 PV0606                          SUPERSEDED SURVEY CONTROL
 PV0606
 PV0606.No superseded survey control is available for this station.
 PV0606
 PV0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK476590(NAD 83)
 PV0606_MARKER: I = METAL ROD
 PV0606_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PV0606+WITH SETTING: INFORMATION.
 PV0606_SP_SET: ROD
 PV0606_MARK LOGO: NONE  
 PV0606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PV0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0606+SATELLITE: SATELLITE OBSERVATIONS - 1971
 PV0606
 PV0606  HISTORY     - Date     Condition        Report By
 PV0606  HISTORY     - 1971     MONUMENTED       USGS
 PV0606
 PV0606                          STATION DESCRIPTION
 PV0606
 PV0606'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0606'FROM THE RECLUSE, WYOMING POST OFFICE, PROCEED 4.23 MILES NORTHEAST
 PV0606'ALONG BAY HORSE ROAD, 30 FEET SOUTH OF T-JUNCTION, 3 FEET NORTHWEST
 PV0606'OF A FENCE CORNER, 3 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF A
 PV0606'WITNESS POST, IN LINE WITH THE NORTH ROAD AND IN A SOUTH FENCE LINE,
 PV0606'A COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0448 ***********************************************************************
 OV0448  DESIGNATION -  SBM
 OV0448  PID         -  OV0448
 OV0448  STATE/COUNTY-  WY/NATRONA
 OV0448  USGS QUAD   -  SMITH FLATS (1978)
 OV0448
 OV0448                         *CURRENT SURVEY CONTROL
 OV0448  ___________________________________________________________________
 OV0448* NAD 83(1986)-  43 04 02.     (N)    106 35 02.     (W)     SCALED    
 OV0448* NAVD 88     -      1653.364  (meters)    5424.41   (feet)  POSTED    
 OV0448  ___________________________________________________________________
 OV0448  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 OV0448  DYNAMIC HT  -        1652.340 (meters)    5421.05  (feet)  COMP
 OV0448  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 OV0448
 OV0448  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0448
 OV0448.The horizontal coordinates were scaled from a topographic map and have
 OV0448.an estimated accuracy of +/- 6 seconds.
 OV0448
 OV0448.The orthometric height was determined by differential leveling
 OV0448.and adjusted by the National Geodetic Survey in 1992..
 OV0448.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0448.rate of 0.0 thru 1.0 mm/km.
 OV0448
 OV0448.The geoid height was determined by GEOID03.
 OV0448
 OV0448.The dynamic height is computed by dividing the NAVD 88
 OV0448.geopotential number by the normal gravity value computed on the
 OV0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0448.degrees latitude (g = 980.6199 gals.).
 OV0448
 OV0448.The modeled gravity was interpolated from observed gravity values.
 OV0448
 OV0448;                    North         East    Units  Estimated Accuracy
 OV0448;SPC WYEC     -   385,390.      461,040.      MT  (+/- 180 meters Scaled)
 OV0448
 OV0448                          SUPERSEDED SURVEY CONTROL
 OV0448
 OV0448  NGVD 29 (??/??/92) 1652.40   (m)         5421.2    (f) COMPUTED    3 0
 OV0448
 OV0448.Superseded values are not recommended for survey control.
 OV0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0448.See file dsdata.txt to determine how the superseded data were derived.
 OV0448
 OV0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH710694(NAD 83)
 OV0448_MARKER: X = CHISELED CROSS
 OV0448_SETTING: 0 = UNSPECIFIED SETTING
 OV0448_MARK LOGO: NONE  
 OV0448_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0448+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0448
 OV0448  HISTORY     - Date     Condition        Report By
 OV0448  HISTORY     - 1968     MONUMENTED       USGS
 OV0448
 OV0448                          STATION DESCRIPTION
 OV0448
 OV0448'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0448'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0448'3.7 MILES NORTH ALONG PAVED COUNTY ROAD TO A DRAIN CROSSING, 28 FEET
 OV0448'EAST OF AND 3.0 FEET LOWER THAN THE CENTERLINE OF THE ROAD, A
 OV0448'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0450 ***********************************************************************
 OV0450  DESIGNATION -  SBM
 OV0450  PID         -  OV0450
 OV0450  STATE/COUNTY-  WY/NATRONA
 OV0450  USGS QUAD   -  SMITH FLATS (1978)
 OV0450
 OV0450                         *CURRENT SURVEY CONTROL
 OV0450  ___________________________________________________________________
 OV0450* NAD 83(1986)-  43 05 44.     (N)    106 34 55.     (W)     SCALED    
 OV0450* NAVD 88     -      1663.452  (meters)    5457.51   (feet)  POSTED    
 OV0450  ___________________________________________________________________
 OV0450  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 OV0450  DYNAMIC HT  -        1662.420 (meters)    5454.12  (feet)  COMP
 OV0450  MODELED GRAV-     979,939.3   (mgal)                       NAVD 88
 OV0450
 OV0450  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0450
 OV0450.The horizontal coordinates were scaled from a topographic map and have
 OV0450.an estimated accuracy of +/- 6 seconds.
 OV0450
 OV0450.The orthometric height was determined by differential leveling
 OV0450.and adjusted by the National Geodetic Survey in 1992..
 OV0450.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0450.rate of 0.0 thru 1.0 mm/km.
 OV0450
 OV0450.The geoid height was determined by GEOID03.
 OV0450
 OV0450.The dynamic height is computed by dividing the NAVD 88
 OV0450.geopotential number by the normal gravity value computed on the
 OV0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0450.degrees latitude (g = 980.6199 gals.).
 OV0450
 OV0450.The modeled gravity was interpolated from observed gravity values.
 OV0450
 OV0450;                    North         East    Units  Estimated Accuracy
 OV0450;SPC WYEC     -   388,540.      461,170.      MT  (+/- 180 meters Scaled)
 OV0450
 OV0450                          SUPERSEDED SURVEY CONTROL
 OV0450
 OV0450  NGVD 29 (??/??/92) 1662.49   (m)         5454.4    (f) COMPUTED    3 0
 OV0450
 OV0450.Superseded values are not recommended for survey control.
 OV0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0450.See file dsdata.txt to determine how the superseded data were derived.
 OV0450
 OV0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH712726(NAD 83)
 OV0450_MARKER: I = METAL ROD
 OV0450_SETTING: 0 = UNSPECIFIED SETTING
 OV0450_MARK LOGO: NONE  
 OV0450_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0450+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0450
 OV0450  HISTORY     - Date     Condition        Report By
 OV0450  HISTORY     - 1968     MONUMENTED       USGS
 OV0450
 OV0450                          STATION DESCRIPTION
 OV0450
 OV0450'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0450'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0450'5.9 MILES NORTH ALONG PAVED COUNTY ROAD, AT A THREE-WAY FENCE CORNER,
 OV0450'255 FEET EAST OF THE CENTERLINE OF THE ROAD AT A BEND, A COPPERWELD
 OV0450'ROD PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0454 ***********************************************************************
 OV0454  DESIGNATION -  SBM
 OV0454  PID         -  OV0454
 OV0454  STATE/COUNTY-  WY/NATRONA
 OV0454  USGS QUAD   -  MERINO (1968)
 OV0454
 OV0454                         *CURRENT SURVEY CONTROL
 OV0454  ___________________________________________________________________
 OV0454* NAD 83(1986)-  43 08 47.     (N)    106 34 41.     (W)     SCALED    
 OV0454* NAVD 88     -      1714.614  (meters)    5625.36   (feet)  POSTED    
 OV0454  ___________________________________________________________________
 OV0454  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 OV0454  DYNAMIC HT  -        1713.560 (meters)    5621.90  (feet)  COMP
 OV0454  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 OV0454
 OV0454  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0454
 OV0454.The horizontal coordinates were scaled from a topographic map and have
 OV0454.an estimated accuracy of +/- 6 seconds.
 OV0454
 OV0454.The orthometric height was determined by differential leveling
 OV0454.and adjusted by the National Geodetic Survey in 1992..
 OV0454.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0454.rate of 0.0 thru 1.0 mm/km.
 OV0454
 OV0454.The geoid height was determined by GEOID03.
 OV0454
 OV0454.The dynamic height is computed by dividing the NAVD 88
 OV0454.geopotential number by the normal gravity value computed on the
 OV0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0454.degrees latitude (g = 980.6199 gals.).
 OV0454
 OV0454.The modeled gravity was interpolated from observed gravity values.
 OV0454
 OV0454;                    North         East    Units  Estimated Accuracy
 OV0454;SPC WYEC     -   394,190.      461,440.      MT  (+/- 180 meters Scaled)
 OV0454
 OV0454                          SUPERSEDED SURVEY CONTROL
 OV0454
 OV0454.No superseded survey control is available for this station.
 OV0454
 OV0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH716782(NAD 83)
 OV0454_MARKER: I = METAL ROD
 OV0454_SETTING: 0 = UNSPECIFIED SETTING
 OV0454_MARK LOGO: NONE  
 OV0454_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0454+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0454
 OV0454  HISTORY     - Date     Condition        Report By
 OV0454  HISTORY     - 1968     MONUMENTED       USGS
 OV0454
 OV0454                          STATION DESCRIPTION
 OV0454
 OV0454'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0454'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0454'9.5 MILES NORTH ALONG COUNTY ROAD, 105 FEET EAST OF AND 4.7 FEET
 OV0454'LOWER THAN THE CENTERLINE OF THE ROAD AT A BEND, AT THE FENCE CORNER,
 OV0454'A COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0467 ***********************************************************************
 OV0467  DESIGNATION -  SBM
 OV0467  PID         -  OV0467
 OV0467  STATE/COUNTY-  WY/NATRONA
 OV0467  USGS QUAD   -  FIFTYMILE FLAT (1976)
 OV0467
 OV0467                         *CURRENT SURVEY CONTROL
 OV0467  ___________________________________________________________________
 OV0467* NAD 83(1986)-  43 19 51.     (N)    106 41 09.     (W)     SCALED    
 OV0467* NAVD 88     -      1576.477  (meters)    5172.16   (feet)  POSTED    
 OV0467  ___________________________________________________________________
 OV0467  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 OV0467  DYNAMIC HT  -        1575.580 (meters)    5169.22  (feet)  COMP
 OV0467  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 OV0467
 OV0467  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0467
 OV0467.The horizontal coordinates were scaled from a topographic map and have
 OV0467.an estimated accuracy of +/- 6 seconds.
 OV0467
 OV0467.The orthometric height was determined by differential leveling
 OV0467.and adjusted by the National Geodetic Survey in 1992..
 OV0467.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0467.rate of 0.0 thru 1.0 mm/km.
 OV0467
 OV0467.The geoid height was determined by GEOID03.
 OV0467
 OV0467.The dynamic height is computed by dividing the NAVD 88
 OV0467.geopotential number by the normal gravity value computed on the
 OV0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0467.degrees latitude (g = 980.6199 gals.).
 OV0467
 OV0467.The modeled gravity was interpolated from observed gravity values.
 OV0467
 OV0467;                    North         East    Units  Estimated Accuracy
 OV0467;SPC WYEC     -   414,610.      452,510.      MT  (+/- 180 meters Scaled)
 OV0467
 OV0467                          SUPERSEDED SURVEY CONTROL
 OV0467
 OV0467.No superseded survey control is available for this station.
 OV0467
 OV0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH633989(NAD 83)
 OV0467_MARKER: I = METAL ROD
 OV0467_SETTING: 0 = UNSPECIFIED SETTING
 OV0467_MARK LOGO: NONE  
 OV0467_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0467+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0467
 OV0467  HISTORY     - Date     Condition        Report By
 OV0467  HISTORY     - 1968     MONUMENTED       USGS
 OV0467
 OV0467                          STATION DESCRIPTION
 OV0467
 OV0467'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0467'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0467'25.0 MILES NORTH ALONG COUNTY ROAD AT THE SUMMIT OF THE HILL, 39 FEET
 OV0467'NORTHEAST OF AND LEVEL WITH THE OPPOSITE ROAD, A COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0470 ***********************************************************************
 OV0470  DESIGNATION -  SBM
 OV0470  PID         -  OV0470
 OV0470  STATE/COUNTY-  WY/NATRONA
 OV0470  USGS QUAD   -  BROKEN HORN CREEK (1968)
 OV0470
 OV0470                         *CURRENT SURVEY CONTROL
 OV0470  ___________________________________________________________________
 OV0470* NAD 83(1986)-  43 22 34.     (N)    106 42 15.     (W)     SCALED    
 OV0470* NAVD 88     -      1612.415  (meters)    5290.06   (feet)  POSTED    
 OV0470  ___________________________________________________________________
 OV0470  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 OV0470  DYNAMIC HT  -        1611.510 (meters)    5287.10  (feet)  COMP
 OV0470  MODELED GRAV-     979,999.7   (mgal)                       NAVD 88
 OV0470
 OV0470  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0470
 OV0470.The horizontal coordinates were scaled from a topographic map and have
 OV0470.an estimated accuracy of +/- 6 seconds.
 OV0470
 OV0470.The orthometric height was determined by differential leveling
 OV0470.and adjusted by the National Geodetic Survey in 1992..
 OV0470.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0470.rate of 0.0 thru 1.0 mm/km.
 OV0470
 OV0470.The geoid height was determined by GEOID03.
 OV0470
 OV0470.The dynamic height is computed by dividing the NAVD 88
 OV0470.geopotential number by the normal gravity value computed on the
 OV0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0470.degrees latitude (g = 980.6199 gals.).
 OV0470
 OV0470.The modeled gravity was interpolated from observed gravity values.
 OV0470
 OV0470;                    North         East    Units  Estimated Accuracy
 OV0470;SPC WYEC     -   419,630.      450,990.      MT  (+/- 180 meters Scaled)
 OV0470
 OV0470                          SUPERSEDED SURVEY CONTROL
 OV0470
 OV0470.No superseded survey control is available for this station.
 OV0470
 OV0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ619039(NAD 83)
 OV0470_MARKER: X = CHISELED CROSS
 OV0470_SETTING: 66 = SET IN ROCK OUTCROP
 OV0470_SP_SET: ROCK OUTCROP
 OV0470_MARK LOGO: NONE  
 OV0470_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0470+STABILITY: POSITION/ELEVATION WELL
 OV0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0470+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0470
 OV0470  HISTORY     - Date     Condition        Report By
 OV0470  HISTORY     - 1968     MONUMENTED       USGS
 OV0470
 OV0470                          STATION DESCRIPTION
 OV0470
 OV0470'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0470'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0470'29.0 MILES GENERALLY NORTH ALONG COUNTY ROAD TO A DRAIN CROSSING,
 OV0470'ABOUT 1,000 FEET SOUTHEAST OF A LARGE BARN, 45 FEET WEST OF AND 3
 OV0470'FEET LOWER THAN THE CENTERLINE OF THE ROAD, ON THE NORTH SIDE OF THE
 OV0470'DRAIN ON A ROCK OUTCROP, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0471 ***********************************************************************
 OV0471  DESIGNATION -  SBM
 OV0471  PID         -  OV0471
 OV0471  STATE/COUNTY-  WY/NATRONA
 OV0471  USGS QUAD   -  BROKEN HORN CREEK (1968)
 OV0471
 OV0471                         *CURRENT SURVEY CONTROL
 OV0471  ___________________________________________________________________
 OV0471* NAD 83(1986)-  43 22 55.     (N)    106 42 03.     (W)     SCALED    
 OV0471* NAVD 88     -      1606.990  (meters)    5272.27   (feet)  POSTED    
 OV0471  ___________________________________________________________________
 OV0471  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 OV0471  DYNAMIC HT  -        1606.090 (meters)    5269.31  (feet)  COMP
 OV0471  MODELED GRAV-     980,001.9   (mgal)                       NAVD 88
 OV0471
 OV0471  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0471
 OV0471.The horizontal coordinates were scaled from a topographic map and have
 OV0471.an estimated accuracy of +/- 6 seconds.
 OV0471
 OV0471.The orthometric height was determined by differential leveling
 OV0471.and adjusted by the National Geodetic Survey in 1992..
 OV0471.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0471.rate of 0.0 thru 1.0 mm/km.
 OV0471
 OV0471.The geoid height was determined by GEOID03.
 OV0471
 OV0471.The dynamic height is computed by dividing the NAVD 88
 OV0471.geopotential number by the normal gravity value computed on the
 OV0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0471.degrees latitude (g = 980.6199 gals.).
 OV0471
 OV0471.The modeled gravity was interpolated from observed gravity values.
 OV0471
 OV0471;                    North         East    Units  Estimated Accuracy
 OV0471;SPC WYEC     -   420,280.      451,250.      MT  (+/- 180 meters Scaled)
 OV0471
 OV0471                          SUPERSEDED SURVEY CONTROL
 OV0471
 OV0471.No superseded survey control is available for this station.
 OV0471
 OV0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ622046(NAD 83)
 OV0471_MARKER: X = CHISELED CROSS
 OV0471_SETTING: 66 = SET IN ROCK OUTCROP
 OV0471_SP_SET: ROCK OUTCROP
 OV0471_MARK LOGO: NONE  
 OV0471_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0471+STABILITY: POSITION/ELEVATION WELL
 OV0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0471+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0471
 OV0471  HISTORY     - Date     Condition        Report By
 OV0471  HISTORY     - 1968     MONUMENTED       USGS
 OV0471
 OV0471                          STATION DESCRIPTION
 OV0471
 OV0471'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0471'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0471'29.5 MILES GENERALLY NORTH ALONG COUNTY ROAD TO A CUT IN THE ROAD,
 OV0471'140 FEET NORTHWEST OF AND 5.4 FEET HIGHER THAN THE CENTERLINE OF THE
 OV0471'ROAD, ON THE EAST EDGE AT A ROCK OUTCROP, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0474 ***********************************************************************
 OV0474  DESIGNATION -  SBM
 OV0474  PID         -  OV0474
 OV0474  STATE/COUNTY-  WY/NATRONA
 OV0474  USGS QUAD   -  BROKEN HORN CREEK (1968)
 OV0474
 OV0474                         *CURRENT SURVEY CONTROL
 OV0474  ___________________________________________________________________
 OV0474* NAD 83(1986)-  43 24 48.     (N)    106 41 01.     (W)     SCALED    
 OV0474* NAVD 88     -      1555.124  (meters)    5102.10   (feet)  POSTED    
 OV0474  ___________________________________________________________________
 OV0474  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 OV0474  DYNAMIC HT  -        1554.270 (meters)    5099.30  (feet)  COMP
 OV0474  MODELED GRAV-     980,014.3   (mgal)                       NAVD 88
 OV0474
 OV0474  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0474
 OV0474.The horizontal coordinates were scaled from a topographic map and have
 OV0474.an estimated accuracy of +/- 6 seconds.
 OV0474
 OV0474.The orthometric height was determined by differential leveling
 OV0474.and adjusted by the National Geodetic Survey in 1992..
 OV0474.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0474.rate of 0.0 thru 1.0 mm/km.
 OV0474
 OV0474.The geoid height was determined by GEOID03.
 OV0474
 OV0474.The dynamic height is computed by dividing the NAVD 88
 OV0474.geopotential number by the normal gravity value computed on the
 OV0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0474.degrees latitude (g = 980.6199 gals.).
 OV0474
 OV0474.The modeled gravity was interpolated from observed gravity values.
 OV0474
 OV0474;                    North         East    Units  Estimated Accuracy
 OV0474;SPC WYEC     -   423,780.      452,620.      MT  (+/- 180 meters Scaled)
 OV0474
 OV0474                          SUPERSEDED SURVEY CONTROL
 OV0474
 OV0474.No superseded survey control is available for this station.
 OV0474
 OV0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ636080(NAD 83)
 OV0474_MARKER: I = METAL ROD
 OV0474_SETTING: 0 = UNSPECIFIED SETTING
 OV0474_MARK LOGO: NONE  
 OV0474_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0474+STABILITY: SURFACE MOTION
 OV0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0474+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0474
 OV0474  HISTORY     - Date     Condition        Report By
 OV0474  HISTORY     - 1968     MONUMENTED       USGS
 OV0474
 OV0474                          STATION DESCRIPTION
 OV0474
 OV0474'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0474'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0474'31.9 MILES GENERALLY NORTH ALONG COUNTY ROAD TO A BEND IN THE ROAD
 OV0474'AND A FENCE, 41 FEET WEST OF AND 0.3 FEET HIGHER THAN THE CENTERLINE
 OV0474'OF THE ROAD AT THE BEND, 0.5 FEET EAST OF A FENCE CORNER, A COPPER
 OV0474'WELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0481 ***********************************************************************
 OV0481  DESIGNATION -  SBM
 OV0481  PID         -  OV0481
 OV0481  STATE/COUNTY-  WY/NATRONA
 OV0481  USGS QUAD   -  TTT RANCH (1981)
 OV0481
 OV0481                         *CURRENT SURVEY CONTROL
 OV0481  ___________________________________________________________________
 OV0481* NAD 83(1986)-  43 31 05.     (N)    106 40 05.     (W)     SCALED    
 OV0481* NAVD 88     -      1516.960  (meters)    4976.89   (feet)  POSTED    
 OV0481  ___________________________________________________________________
 OV0481  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 OV0481  DYNAMIC HT  -        1516.150 (meters)    4974.24  (feet)  COMP
 OV0481  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 OV0481
 OV0481  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0481
 OV0481.The horizontal coordinates were scaled from a topographic map and have
 OV0481.an estimated accuracy of +/- 6 seconds.
 OV0481
 OV0481.The orthometric height was determined by differential leveling
 OV0481.and adjusted by the National Geodetic Survey in 1992..
 OV0481.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0481.rate of 1.1 thru 2.0 mm/km.
 OV0481
 OV0481.The geoid height was determined by GEOID03.
 OV0481
 OV0481.The dynamic height is computed by dividing the NAVD 88
 OV0481.geopotential number by the normal gravity value computed on the
 OV0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0481.degrees latitude (g = 980.6199 gals.).
 OV0481
 OV0481.The modeled gravity was interpolated from observed gravity values.
 OV0481
 OV0481;                    North         East    Units  Estimated Accuracy
 OV0481;SPC WYEC     -   435,420.      453,790.      MT  (+/- 180 meters Scaled)
 OV0481
 OV0481                          SUPERSEDED SURVEY CONTROL
 OV0481
 OV0481.No superseded survey control is available for this station.
 OV0481
 OV0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ651196(NAD 83)
 OV0481_MARKER: I = METAL ROD
 OV0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OV0481_SP_SET: COPPER-CLAD STEEL ROD
 OV0481_MARK LOGO: NONE  
 OV0481_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0481+STABILITY: SURFACE MOTION
 OV0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0481+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1968
 OV0481
 OV0481  HISTORY     - Date     Condition        Report By
 OV0481  HISTORY     - 1958     MONUMENTED       USGS
 OV0481  HISTORY     - 19680830 GOOD             USGS
 OV0481
 OV0481                          STATION DESCRIPTION
 OV0481
 OV0481'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0481'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTHEAST ALONG OLD U.S.
 OV0481'HIGHWAY 87 AND INTERSTATE 25, THENCE 11.9 MILES SOUTH ALONG TTT RANCH
 OV0481'ROAD TO A T-JUNCTION, 3.55 MILES NORTH OF WILLOW CREEK SCHOOLHOUSE,
 OV0481'52 FEET NORTHEAST OF AND 1 FOOT HIGHER THAN THE INTERSECTION, SET IN
 OV0481'A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0486 ***********************************************************************
 OV0486  DESIGNATION -  SBM
 OV0486  PID         -  OV0486
 OV0486  STATE/COUNTY-  WY/NATRONA
 OV0486  USGS QUAD   -  TTT RANCH (1981)
 OV0486
 OV0486                         *CURRENT SURVEY CONTROL
 OV0486  ___________________________________________________________________
 OV0486* NAD 83(1986)-  43 34 50.     (N)    106 41 18.     (W)     SCALED    
 OV0486* NAVD 88     -      1496.978  (meters)    4911.34   (feet)  POSTED    
 OV0486  ___________________________________________________________________
 OV0486  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 OV0486  DYNAMIC HT  -        1496.190 (meters)    4908.75  (feet)  COMP
 OV0486  MODELED GRAV-     980,042.2   (mgal)                       NAVD 88
 OV0486
 OV0486  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0486
 OV0486.The horizontal coordinates were scaled from a topographic map and have
 OV0486.an estimated accuracy of +/- 6 seconds.
 OV0486
 OV0486.The orthometric height was determined by differential leveling
 OV0486.and adjusted by the National Geodetic Survey in 1992..
 OV0486.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0486.rate of 0.0 thru 1.0 mm/km.
 OV0486
 OV0486.The geoid height was determined by GEOID03.
 OV0486
 OV0486.The dynamic height is computed by dividing the NAVD 88
 OV0486.geopotential number by the normal gravity value computed on the
 OV0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0486.degrees latitude (g = 980.6199 gals.).
 OV0486
 OV0486.The modeled gravity was interpolated from observed gravity values.
 OV0486
 OV0486;                    North         East    Units  Estimated Accuracy
 OV0486;SPC WYEC     -   442,350.      452,090.      MT  (+/- 180 meters Scaled)
 OV0486
 OV0486                          SUPERSEDED SURVEY CONTROL
 OV0486
 OV0486  NGVD 29 (??/??/92) 1496.17   (m)         4908.7    (f) COMPUTED    3 0
 OV0486
 OV0486.Superseded values are not recommended for survey control.
 OV0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0486.See file dsdata.txt to determine how the superseded data were derived.
 OV0486
 OV0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ636266(NAD 83)
 OV0486_MARKER: I = METAL ROD
 OV0486_SETTING: 0 = UNSPECIFIED SETTING
 OV0486_MARK LOGO: NONE  
 OV0486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0486+STABILITY: SURFACE MOTION
 OV0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0486+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1968
 OV0486
 OV0486  HISTORY     - Date     Condition        Report By
 OV0486  HISTORY     - 1958     MONUMENTED       USGS
 OV0486  HISTORY     - 19680620 GOOD             USGS
 OV0486
 OV0486                          STATION DESCRIPTION
 OV0486
 OV0486'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0486'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTH ALONG OLD U.S. HIGHWAY
 OV0486'87 AND INTERSTATE 25, THENCE 8.0 MILES SOUTHWEST ALONG TTT RANCH ROAD
 OV0486'(LONE BEAR ROAD), THENCE 0.7 MILES NORTH ALONG COUNTY ROAD, ABOUT 250
 OV0486'FEET SOUTH OF A DRAIN TO THE NORTHEAST, 45 FEET EAST OF AND 0.7 FEET
 OV0486'LOWER THAN THE CENTERLINE OF THE ROAD, PROJECTING 0.5 FEET, A
 OV0486'COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0487 ***********************************************************************
 OV0487  DESIGNATION -  SBM
 OV0487  PID         -  OV0487
 OV0487  STATE/COUNTY-  WY/NATRONA
 OV0487  USGS QUAD   -  TTT RANCH (1981)
 OV0487
 OV0487                         *CURRENT SURVEY CONTROL
 OV0487  ___________________________________________________________________
 OV0487* NAD 83(1986)-  43 35 13.     (N)    106 41 09.     (W)     SCALED    
 OV0487* NAVD 88     -      1475.345  (meters)    4840.36   (feet)  POSTED    
 OV0487  ___________________________________________________________________
 OV0487  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 OV0487  DYNAMIC HT  -        1474.570 (meters)    4837.82  (feet)  COMP
 OV0487  MODELED GRAV-     980,043.1   (mgal)                       NAVD 88
 OV0487
 OV0487  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0487
 OV0487.The horizontal coordinates were scaled from a topographic map and have
 OV0487.an estimated accuracy of +/- 6 seconds.
 OV0487
 OV0487.The orthometric height was determined by differential leveling
 OV0487.and adjusted by the National Geodetic Survey in 1992..
 OV0487.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0487.rate of 0.0 thru 1.0 mm/km.
 OV0487
 OV0487.The geoid height was determined by GEOID03.
 OV0487
 OV0487.The dynamic height is computed by dividing the NAVD 88
 OV0487.geopotential number by the normal gravity value computed on the
 OV0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0487.degrees latitude (g = 980.6199 gals.).
 OV0487
 OV0487.The modeled gravity was interpolated from observed gravity values.
 OV0487
 OV0487;                    North         East    Units  Estimated Accuracy
 OV0487;SPC WYEC     -   443,060.      452,290.      MT  (+/- 180 meters Scaled)
 OV0487
 OV0487                          SUPERSEDED SURVEY CONTROL
 OV0487
 OV0487  NGVD 29 (??/??/92) 1474.53   (m)         4837.7    (f) COMPUTED    3 0
 OV0487
 OV0487.Superseded values are not recommended for survey control.
 OV0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0487.See file dsdata.txt to determine how the superseded data were derived.
 OV0487
 OV0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ639273(NAD 83)
 OV0487_MARKER: Z = SEE DESCRIPTION
 OV0487_SETTING: 0 = UNSPECIFIED SETTING
 OV0487_MARK LOGO: NONE  
 OV0487_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0487+STABILITY: SURFACE MOTION
 OV0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0487+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0487
 OV0487  HISTORY     - Date     Condition        Report By
 OV0487  HISTORY     - 1968     MONUMENTED       USGS
 OV0487
 OV0487                          STATION DESCRIPTION
 OV0487
 OV0487'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0487'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTH ALONG OLD U.S. HIGHWAY
 OV0487'87 AND INTERSTATE 25, THENCE 8.0 MILES SOUTHWEST ALONG TTT RANCH ROAD
 OV0487'(LONE BEAR ROAD), THENCE 1.1 MILES NORTH ALONG COUNTY ROAD TO A
 OV0487'BRIDGE OVER MURPHY CREEK, AT THE NORTHWEST CORNER OF THE BRIDGE, TOP
 OV0487'OF STEEL PILING, LEVEL WITH NORTH END OF BRIDGE, CHISEL MARKS ON HIGH
 OV0487'PART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0489 ***********************************************************************
 OV0489  DESIGNATION -  SBM
 OV0489  PID         -  OV0489
 OV0489  STATE/COUNTY-  WY/NATRONA
 OV0489  USGS QUAD   -  TTT RANCH (1981)
 OV0489
 OV0489                         *CURRENT SURVEY CONTROL
 OV0489  ___________________________________________________________________
 OV0489* NAD 83(1986)-  43 36 12.     (N)    106 40 24.     (W)     SCALED    
 OV0489* NAVD 88     -      1505.953  (meters)    4940.78   (feet)  POSTED    
 OV0489  ___________________________________________________________________
 OV0489  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 OV0489  DYNAMIC HT  -        1505.170 (meters)    4938.21  (feet)  COMP
 OV0489  MODELED GRAV-     980,044.0   (mgal)                       NAVD 88
 OV0489
 OV0489  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0489
 OV0489.The horizontal coordinates were scaled from a topographic map and have
 OV0489.an estimated accuracy of +/- 6 seconds.
 OV0489
 OV0489.The orthometric height was determined by differential leveling
 OV0489.and adjusted by the National Geodetic Survey in 1992..
 OV0489.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0489.rate of 0.0 thru 1.0 mm/km.
 OV0489
 OV0489.The geoid height was determined by GEOID03.
 OV0489
 OV0489.The dynamic height is computed by dividing the NAVD 88
 OV0489.geopotential number by the normal gravity value computed on the
 OV0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0489.degrees latitude (g = 980.6199 gals.).
 OV0489
 OV0489.The modeled gravity was interpolated from observed gravity values.
 OV0489
 OV0489;                    North         East    Units  Estimated Accuracy
 OV0489;SPC WYEC     -   444,890.      453,280.      MT  (+/- 180 meters Scaled)
 OV0489
 OV0489                          SUPERSEDED SURVEY CONTROL
 OV0489
 OV0489  NGVD 29 (??/??/92) 1505.14   (m)         4938.1    (f) COMPUTED    3 0
 OV0489
 OV0489.Superseded values are not recommended for survey control.
 OV0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0489.See file dsdata.txt to determine how the superseded data were derived.
 OV0489
 OV0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ649291(NAD 83)
 OV0489_MARKER: Q = CHISELED SQUARE
 OV0489_SETTING: 66 = SET IN ROCK OUTCROP
 OV0489_SP_SET: ROCK OUTCROP
 OV0489_MARK LOGO: NONE  
 OV0489_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0489_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0489+STABILITY: POSITION/ELEVATION WELL
 OV0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0489+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0489
 OV0489  HISTORY     - Date     Condition        Report By
 OV0489  HISTORY     - 1968     MONUMENTED       USGS
 OV0489
 OV0489                          STATION DESCRIPTION
 OV0489
 OV0489'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0489'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTH ALONG OLD U.S. HIGHWAY
 OV0489'87 AND INTERSTATE 25, THENCE 5.6 MILES SOUTHWEST ALONG TTT RANCH ROAD
 OV0489'(LONE BEAR ROAD) TO A ROAD BEND TO THE NORTHEAST WITH SCATTERED
 OV0489'OUTCROPS TO THE EAST, 24 FEET EAST AND 4.9 FEET LOWER, IN A ROCK
 OV0489'OUTCROP, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0491 ***********************************************************************
 OV0491  DESIGNATION -  SBM
 OV0491  PID         -  OV0491
 OV0491  STATE/COUNTY-  WY/NATRONA
 OV0491  USGS QUAD   -  TTT RANCH (1981)
 OV0491
 OV0491                         *CURRENT SURVEY CONTROL
 OV0491  ___________________________________________________________________
 OV0491* NAD 83(1986)-  43 36 18.     (N)    106 39 54.     (W)     SCALED    
 OV0491* NAVD 88     -      1485.492  (meters)    4873.65   (feet)  POSTED    
 OV0491  ___________________________________________________________________
 OV0491  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 OV0491  DYNAMIC HT  -        1484.720 (meters)    4871.12  (feet)  COMP
 OV0491  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 OV0491
 OV0491  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0491
 OV0491.The horizontal coordinates were scaled from a topographic map and have
 OV0491.an estimated accuracy of +/- 6 seconds.
 OV0491
 OV0491.The orthometric height was determined by differential leveling
 OV0491.and adjusted by the National Geodetic Survey in 1992..
 OV0491.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0491.rate of 1.1 thru 2.0 mm/km.
 OV0491
 OV0491.The geoid height was determined by GEOID03.
 OV0491
 OV0491.The dynamic height is computed by dividing the NAVD 88
 OV0491.geopotential number by the normal gravity value computed on the
 OV0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0491.degrees latitude (g = 980.6199 gals.).
 OV0491
 OV0491.The modeled gravity was interpolated from observed gravity values.
 OV0491
 OV0491;                    North         East    Units  Estimated Accuracy
 OV0491;SPC WYEC     -   445,080.      453,960.      MT  (+/- 180 meters Scaled)
 OV0491
 OV0491                          SUPERSEDED SURVEY CONTROL
 OV0491
 OV0491  NGVD 29 (??/??/92) 1484.69   (m)         4871.0    (f) COMPUTED    3 0
 OV0491
 OV0491.Superseded values are not recommended for survey control.
 OV0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0491.See file dsdata.txt to determine how the superseded data were derived.
 OV0491
 OV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ656293(NAD 83)
 OV0491_MARKER: Q = CHISELED SQUARE
 OV0491_SETTING: 66 = SET IN ROCK OUTCROP
 OV0491_SP_SET: ROCK OUTCROP
 OV0491_MARK LOGO: NONE  
 OV0491_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0491+STABILITY: POSITION/ELEVATION WELL
 OV0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0491+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1968
 OV0491
 OV0491  HISTORY     - Date     Condition        Report By
 OV0491  HISTORY     - 1958     MONUMENTED       USGS
 OV0491  HISTORY     - 19680620 GOOD             USGS
 OV0491
 OV0491                          STATION DESCRIPTION
 OV0491
 OV0491'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0491'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTHEAST ALONG OLD U.S.
 OV0491'HIGHWAY 87 AND INTERSTATE 25, THENCE 4.3 MILES SOUTH ALONG TTT RANCH
 OV0491'ROAD (LONE BEAR ROAD), 30 FEET NORTH OF THE ROAD, 40 FEET NORTHEAST
 OV0491'OF THE STEEL CULVERT, IN A ROCK OUTCROP, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0492 ***********************************************************************
 OV0492  DESIGNATION -  SBM
 OV0492  PID         -  OV0492
 OV0492  STATE/COUNTY-  WY/NATRONA
 OV0492  USGS QUAD   -  TTT RANCH (1981)
 OV0492
 OV0492                         *CURRENT SURVEY CONTROL
 OV0492  ___________________________________________________________________
 OV0492* NAD 83(1986)-  43 36 23.     (N)    106 39 28.     (W)     SCALED    
 OV0492* NAVD 88     -      1465.465  (meters)    4807.95   (feet)  POSTED    
 OV0492  ___________________________________________________________________
 OV0492  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 OV0492  DYNAMIC HT  -        1464.700 (meters)    4805.44  (feet)  COMP
 OV0492  MODELED GRAV-     980,048.2   (mgal)                       NAVD 88
 OV0492
 OV0492  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0492
 OV0492.The horizontal coordinates were scaled from a topographic map and have
 OV0492.an estimated accuracy of +/- 6 seconds.
 OV0492
 OV0492.The orthometric height was determined by differential leveling
 OV0492.and adjusted by the National Geodetic Survey in 1992..
 OV0492.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0492.rate of 0.0 thru 1.0 mm/km.
 OV0492
 OV0492.The geoid height was determined by GEOID03.
 OV0492
 OV0492.The dynamic height is computed by dividing the NAVD 88
 OV0492.geopotential number by the normal gravity value computed on the
 OV0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0492.degrees latitude (g = 980.6199 gals.).
 OV0492
 OV0492.The modeled gravity was interpolated from observed gravity values.
 OV0492
 OV0492;                    North         East    Units  Estimated Accuracy
 OV0492;SPC WYEC     -   445,240.      454,540.      MT  (+/- 180 meters Scaled)
 OV0492
 OV0492                          SUPERSEDED SURVEY CONTROL
 OV0492
 OV0492  NGVD 29 (??/??/92) 1464.66   (m)         4805.3    (f) COMPUTED    3 0
 OV0492
 OV0492.Superseded values are not recommended for survey control.
 OV0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0492.See file dsdata.txt to determine how the superseded data were derived.
 OV0492
 OV0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ662294(NAD 83)
 OV0492_MARKER: I = METAL ROD
 OV0492_SETTING: 0 = UNSPECIFIED SETTING
 OV0492_MARK LOGO: NONE  
 OV0492_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0492+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1968
 OV0492
 OV0492  HISTORY     - Date     Condition        Report By
 OV0492  HISTORY     - 1958     MONUMENTED       USGS
 OV0492  HISTORY     - 19680621 GOOD             USGS
 OV0492
 OV0492                          STATION DESCRIPTION
 OV0492
 OV0492'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0492'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTHEAST ALONG OLD U.S.
 OV0492'HIGHWAY 87 AND INTERSTATE 25, THENCE 3.9 MILES SOUTH ALONG TTT RANCH
 OV0492'ROAD (LONE BEAR ROAD), 38 FEET NORTH OF AND 0.3 FEET HIGHER THAN THE
 OV0492'CENTERLINE OF THE ROAD, ON A SMALL MOUND, A COPPERWELD ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0494 ***********************************************************************
 OV0494  DESIGNATION -  SBM
 OV0494  PID         -  OV0494
 OV0494  STATE/COUNTY-  WY/NATRONA
 OV0494  USGS QUAD   -  KAYCEE (1981)
 OV0494
 OV0494                         *CURRENT SURVEY CONTROL
 OV0494  ___________________________________________________________________
 OV0494* NAD 83(1986)-  43 37 41.     (N)    106 38 18.     (W)     SCALED    
 OV0494* NAVD 88     -      1479.689  (meters)    4854.61   (feet)  POSTED    
 OV0494  ___________________________________________________________________
 OV0494  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 OV0494  DYNAMIC HT  -        1478.930 (meters)    4852.12  (feet)  COMP
 OV0494  MODELED GRAV-     980,052.8   (mgal)                       NAVD 88
 OV0494
 OV0494  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0494
 OV0494.The horizontal coordinates were scaled from a topographic map and have
 OV0494.an estimated accuracy of +/- 6 seconds.
 OV0494
 OV0494.The orthometric height was determined by differential leveling
 OV0494.and adjusted by the National Geodetic Survey in 1992..
 OV0494.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0494.rate of 0.0 thru 1.0 mm/km.
 OV0494
 OV0494.The geoid height was determined by GEOID03.
 OV0494
 OV0494.The dynamic height is computed by dividing the NAVD 88
 OV0494.geopotential number by the normal gravity value computed on the
 OV0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0494.degrees latitude (g = 980.6199 gals.).
 OV0494
 OV0494.The modeled gravity was interpolated from observed gravity values.
 OV0494
 OV0494;                    North         East    Units  Estimated Accuracy
 OV0494;SPC WYEC     -   447,660.      456,090.      MT  (+/- 180 meters Scaled)
 OV0494
 OV0494                          SUPERSEDED SURVEY CONTROL
 OV0494
 OV0494  NGVD 29 (??/??/92) 1478.89   (m)         4852.0    (f) COMPUTED    3 0
 OV0494
 OV0494.Superseded values are not recommended for survey control.
 OV0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0494.See file dsdata.txt to determine how the superseded data were derived.
 OV0494
 OV0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ678318(NAD 83)
 OV0494_MARKER: DB = BENCH MARK DISK
 OV0494_SETTING: 66 = SET IN ROCK OUTCROP
 OV0494_SP_SET: ROCK OUTCROP
 OV0494_MARK LOGO: USGS  
 OV0494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0494+STABILITY: POSITION/ELEVATION WELL
 OV0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0494+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0494
 OV0494  HISTORY     - Date     Condition        Report By
 OV0494  HISTORY     - 1968     MONUMENTED       USGS
 OV0494
 OV0494                          STATION DESCRIPTION
 OV0494
 OV0494'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0494'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTH ALONG OLD U.S. HIGHWAY
 OV0494'87 AND INTERSTATE 25, THENCE 1.8 MILES SOUTHWEST ALONG TTT RANCH ROAD
 OV0494'(LONE BEAR ROAD), TO THE SUMMIT OF A HIGH RIDGE, 25 FEET WEST OF AND
 OV0494'2.7 FEET HIGHER THAN THE ROAD AT A CREST, ON A ROCK OUTCROP, A
 OV0494'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0496 ***********************************************************************
 OV0496  DESIGNATION -  SBM
 OV0496  PID         -  OV0496
 OV0496  STATE/COUNTY-  WY/NATRONA
 OV0496  USGS QUAD   -  TTT RANCH (1981)
 OV0496
 OV0496                         *CURRENT SURVEY CONTROL
 OV0496  ___________________________________________________________________
 OV0496* NAD 83(1986)-  43 36 59.     (N)    106 38 48.     (W)     SCALED    
 OV0496* NAVD 88     -      1460.856  (meters)    4792.83   (feet)  POSTED    
 OV0496  ___________________________________________________________________
 OV0496  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 OV0496  DYNAMIC HT  -        1460.100 (meters)    4790.34  (feet)  COMP
 OV0496  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 OV0496
 OV0496  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0496
 OV0496.The horizontal coordinates were scaled from a topographic map and have
 OV0496.an estimated accuracy of +/- 6 seconds.
 OV0496
 OV0496.The orthometric height was determined by differential leveling
 OV0496.and adjusted by the National Geodetic Survey in 1992..
 OV0496.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0496.rate of 0.0 thru 1.0 mm/km.
 OV0496
 OV0496.The geoid height was determined by GEOID03.
 OV0496
 OV0496.The dynamic height is computed by dividing the NAVD 88
 OV0496.geopotential number by the normal gravity value computed on the
 OV0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0496.degrees latitude (g = 980.6199 gals.).
 OV0496
 OV0496.The modeled gravity was interpolated from observed gravity values.
 OV0496
 OV0496;                    North         East    Units  Estimated Accuracy
 OV0496;SPC WYEC     -   446,360.      455,430.      MT  (+/- 180 meters Scaled)
 OV0496
 OV0496                          SUPERSEDED SURVEY CONTROL
 OV0496
 OV0496  NGVD 29 (??/??/92) 1460.06   (m)         4790.2    (f) COMPUTED    3 0
 OV0496
 OV0496.Superseded values are not recommended for survey control.
 OV0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0496.See file dsdata.txt to determine how the superseded data were derived.
 OV0496
 OV0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ671305(NAD 83)
 OV0496_MARKER: I = METAL ROD
 OV0496_SETTING: 0 = UNSPECIFIED SETTING
 OV0496_MARK LOGO: NONE  
 OV0496_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0496+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1968
 OV0496
 OV0496  HISTORY     - Date     Condition        Report By
 OV0496  HISTORY     - 1958     MONUMENTED       USGS
 OV0496  HISTORY     - 19680621 GOOD             USGS
 OV0496
 OV0496                          STATION DESCRIPTION
 OV0496
 OV0496'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0496'FROM KAYCEE, WYOMING, PROCEED 4.7 MILES SOUTHEAST ALONG OLD U.S.
 OV0496'HIGHWAY 87 AND INTERSTATE 25, THENCE 3.1 MILES SOUTH ALONG TTT RANCH
 OV0496'ROAD (LONE BEAR ROAD), 1.4 MILES NORTH OF BM 43 ARD, 30 FEET NORTH OF
 OV0496'AND 1.3 FEET HIGHER THAN THE CENTERLINE OF THE ROAD, A COPPERWELD
 OV0496'ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0498 ***********************************************************************
 OV0498  DESIGNATION -  SBM
 OV0498  PID         -  OV0498
 OV0498  STATE/COUNTY-  WY/NATRONA
 OV0498  USGS QUAD   -  SMITH FLATS (1978)
 OV0498
 OV0498                         *CURRENT SURVEY CONTROL
 OV0498  ___________________________________________________________________
 OV0498* NAD 83(1986)-  43 01 44.     (N)    106 36 33.     (W)     SCALED    
 OV0498* NAVD 88     -      1663.159  (meters)    5456.55   (feet)  POSTED    
 OV0498  ___________________________________________________________________
 OV0498  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 OV0498  DYNAMIC HT  -        1662.130 (meters)    5453.17  (feet)  COMP
 OV0498  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 OV0498
 OV0498  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0498
 OV0498.The horizontal coordinates were scaled from a topographic map and have
 OV0498.an estimated accuracy of +/- 6 seconds.
 OV0498
 OV0498.The orthometric height was determined by differential leveling
 OV0498.and adjusted by the National Geodetic Survey in 1992..
 OV0498.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0498.rate of 0.0 thru 1.0 mm/km.
 OV0498
 OV0498.The geoid height was determined by GEOID03.
 OV0498
 OV0498.The dynamic height is computed by dividing the NAVD 88
 OV0498.geopotential number by the normal gravity value computed on the
 OV0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0498.degrees latitude (g = 980.6199 gals.).
 OV0498
 OV0498.The modeled gravity was interpolated from observed gravity values.
 OV0498
 OV0498;                    North         East    Units  Estimated Accuracy
 OV0498;SPC WYEC     -   381,120.      459,020.      MT  (+/- 180 meters Scaled)
 OV0498
 OV0498                          SUPERSEDED SURVEY CONTROL
 OV0498
 OV0498  NGVD 29 (??/??/92) 1662.20   (m)         5453.4    (f) COMPUTED    3 0
 OV0498
 OV0498.Superseded values are not recommended for survey control.
 OV0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0498.See file dsdata.txt to determine how the superseded data were derived.
 OV0498
 OV0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH689652(NAD 83)
 OV0498_MARKER: Q = CHISELED SQUARE
 OV0498_SETTING: 0 = UNSPECIFIED SETTING
 OV0498_MARK LOGO: NONE  
 OV0498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0498+SATELLITE: SATELLITE OBSERVATIONS - 1968
 OV0498
 OV0498  HISTORY     - Date     Condition        Report By
 OV0498  HISTORY     - 1968     MONUMENTED       USGS
 OV0498
 OV0498                          STATION DESCRIPTION
 OV0498
 OV0498'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0498'FROM CASPER, WYOMING POST OFFICE, PROCEED 17 MILES WEST ALONG U.S.
 OV0498'HIGHWAY 20-26 NORTH ROUTE, THENCE 6.6 MILES NORTH ALONG PAVED COUNTY
 OV0498'ROAD, ON THE EAST END OF A CONCRETE CULVERT, 28 FEET EAST OF THE
 OV0498'CENTERLINE OF THE ROAD, ABOUT 3.8 FEET LOWER THAN THE ROAD, A
 OV0498'CHISELED SQUARE ON A HIGH POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0331 ***********************************************************************
 NS0331  DESIGNATION -  SBM
 NS0331  PID         -  NS0331
 NS0331  STATE/COUNTY-  WY/SWEETWATER
 NS0331  USGS QUAD   -  EDEN RESERVOIR WEST (1980)
 NS0331
 NS0331                         *CURRENT SURVEY CONTROL
 NS0331  ___________________________________________________________________
 NS0331* NAD 83(1986)-  42 09 26.     (N)    109 28 01.     (W)     SCALED    
 NS0331* NAVD 88     -      2031.063  (meters)    6663.58   (feet)  ADJUSTED  
 NS0331  ___________________________________________________________________
 NS0331  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 NS0331  DYNAMIC HT  -        2029.365 (meters)    6658.01  (feet)  COMP
 NS0331  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 NS0331
 NS0331  VERT ORDER  -  THIRD
 NS0331
 NS0331.The horizontal coordinates were scaled from a topographic map and have
 NS0331.an estimated accuracy of +/- 6 seconds.
 NS0331
 NS0331.The orthometric height was determined by differential leveling
 NS0331.and adjusted by the National Geodetic Survey in December 1993..
 NS0331
 NS0331.The geoid height was determined by GEOID03.
 NS0331
 NS0331.The dynamic height is computed by dividing the NAVD 88
 NS0331.geopotential number by the normal gravity value computed on the
 NS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0331.degrees latitude (g = 980.6199 gals.).
 NS0331
 NS0331.The modeled gravity was interpolated from observed gravity values.
 NS0331
 NS0331;                    North         East    Units  Estimated Accuracy
 NS0331;SPC WYWC     -   184,290.      540,750.      MT  (+/- 180 meters Scaled)
 NS0331
 NS0331                          SUPERSEDED SURVEY CONTROL
 NS0331
 NS0331  NGVD 29 (??/??/92) 2029.78   (m)         6659.4    (f) COMPUTED    3 0
 NS0331
 NS0331.Superseded values are not recommended for survey control.
 NS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0331.See file dsdata.txt to determine how the superseded data were derived.
 NS0331
 NS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM266683(NAD 83)
 NS0331_MARKER: Q = CHISELED SQUARE
 NS0331_SETTING: 0 = UNSPECIFIED SETTING
 NS0331_MARK LOGO: NONE  
 NS0331_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NS0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0331+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0331
 NS0331  HISTORY     - Date     Condition        Report By
 NS0331  HISTORY     - 1968     MONUMENTED       USGS
 NS0331
 NS0331                          STATION DESCRIPTION
 NS0331
 NS0331'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0331'FROM FARSON, WYOMING, PROCEED 3.4 MILES ALONG U S HIGHWAY 187, THENCE
 NS0331'1.7 MILES NORTHEAST ALONG GRADED ROAD, TOP OF THE EAST CORNER WEIR
 NS0331'CONCRETE STRUCTURE AND SIPHON, A CHISLED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0333 ***********************************************************************
 NS0333  DESIGNATION -  SBM
 NS0333  PID         -  NS0333
 NS0333  STATE/COUNTY-  WY/SWEETWATER
 NS0333  USGS QUAD   -  EDEN RESERVOIR WEST (1980)
 NS0333
 NS0333                         *CURRENT SURVEY CONTROL
 NS0333  ___________________________________________________________________
 NS0333* NAD 83(1986)-  42 08 45.     (N)    109 28 52.     (W)     SCALED    
 NS0333* NAVD 88     -      2025.128  (meters)    6644.11   (feet)  ADJUSTED  
 NS0333  ___________________________________________________________________
 NS0333  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NS0333  DYNAMIC HT  -        2023.435 (meters)    6638.55  (feet)  COMP
 NS0333  MODELED GRAV-     979,714.4   (mgal)                       NAVD 88
 NS0333
 NS0333  VERT ORDER  -  THIRD
 NS0333
 NS0333.The horizontal coordinates were scaled from a topographic map and have
 NS0333.an estimated accuracy of +/- 6 seconds.
 NS0333
 NS0333.The orthometric height was determined by differential leveling
 NS0333.and adjusted by the National Geodetic Survey in December 1993..
 NS0333
 NS0333.The geoid height was determined by GEOID03.
 NS0333
 NS0333.The dynamic height is computed by dividing the NAVD 88
 NS0333.geopotential number by the normal gravity value computed on the
 NS0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0333.degrees latitude (g = 980.6199 gals.).
 NS0333
 NS0333.The modeled gravity was interpolated from observed gravity values.
 NS0333
 NS0333;                    North         East    Units  Estimated Accuracy
 NS0333;SPC WYWC     -   183,030.      539,570.      MT  (+/- 180 meters Scaled)
 NS0333
 NS0333                          SUPERSEDED SURVEY CONTROL
 NS0333
 NS0333  NGVD 29 (??/??/92) 2023.85   (m)         6639.9    (f) COMPUTED    3 0
 NS0333
 NS0333.Superseded values are not recommended for survey control.
 NS0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0333.See file dsdata.txt to determine how the superseded data were derived.
 NS0333
 NS0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM255670(NAD 83)
 NS0333_MARKER: I = METAL ROD
 NS0333_SETTING: 0 = UNSPECIFIED SETTING
 NS0333_MARK LOGO: NONE  
 NS0333_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0333+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0333
 NS0333  HISTORY     - Date     Condition        Report By
 NS0333  HISTORY     - 1968     MONUMENTED       USGS
 NS0333
 NS0333                          STATION DESCRIPTION
 NS0333
 NS0333'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0333'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0333'1.1 MILES NORTHWEST ALONG LINCOLN-SWEETWATER ROAD, ON THE WEST END OF
 NS0333'A GRASS ISLAND AT A ROAD TURN OUT, TOP OF A STEEL ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0335 ***********************************************************************
 NS0335  DESIGNATION -  SBM
 NS0335  PID         -  NS0335
 NS0335  STATE/COUNTY-  WY/SWEETWATER
 NS0335  USGS QUAD   -  FOURMILE KNOLL (1980)
 NS0335
 NS0335                         *CURRENT SURVEY CONTROL
 NS0335  ___________________________________________________________________
 NS0335* NAD 83(1986)-  42 09 06.     (N)    109 30 44.     (W)     SCALED    
 NS0335* NAVD 88     -      2023.284  (meters)    6638.06   (feet)  ADJUSTED  
 NS0335  ___________________________________________________________________
 NS0335  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 NS0335  DYNAMIC HT  -        2021.591 (meters)    6632.50  (feet)  COMP
 NS0335  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 NS0335
 NS0335  VERT ORDER  -  THIRD
 NS0335
 NS0335.The horizontal coordinates were scaled from a topographic map and have
 NS0335.an estimated accuracy of +/- 6 seconds.
 NS0335
 NS0335.The orthometric height was determined by differential leveling
 NS0335.and adjusted by the National Geodetic Survey in December 1993..
 NS0335
 NS0335.The geoid height was determined by GEOID03.
 NS0335
 NS0335.The dynamic height is computed by dividing the NAVD 88
 NS0335.geopotential number by the normal gravity value computed on the
 NS0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0335.degrees latitude (g = 980.6199 gals.).
 NS0335
 NS0335.The modeled gravity was interpolated from observed gravity values.
 NS0335
 NS0335;                    North         East    Units  Estimated Accuracy
 NS0335;SPC WYWC     -   183,700.      537,000.      MT  (+/- 180 meters Scaled)
 NS0335
 NS0335                          SUPERSEDED SURVEY CONTROL
 NS0335
 NS0335  NGVD 29 (??/??/92) 2022.01   (m)         6633.9    (f) COMPUTED    3 0
 NS0335
 NS0335.Superseded values are not recommended for survey control.
 NS0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0335.See file dsdata.txt to determine how the superseded data were derived.
 NS0335
 NS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM229676(NAD 83)
 NS0335_MARKER: I = METAL ROD
 NS0335_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0335_SP_SET: COPPER-CLAD STEEL ROD
 NS0335_MARK LOGO: NONE  
 NS0335_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0335+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0335
 NS0335  HISTORY     - Date     Condition        Report By
 NS0335  HISTORY     - 1968     MONUMENTED       USGS
 NS0335
 NS0335                          STATION DESCRIPTION
 NS0335
 NS0335'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0335'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0335'2.7 MILES NORTHWEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD NUMBER
 NS0335'4242) AN ANT HILL, LIGHT SPOT, ON THE NORTH EDGE OF THE ROAD, SET IN
 NS0335'A COPPER-CLAD STEEL ROD AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0337 ***********************************************************************
 NS0337  DESIGNATION -  SBM
 NS0337  PID         -  NS0337
 NS0337  STATE/COUNTY-  WY/SWEETWATER
 NS0337  USGS QUAD   -  FOURMILE KNOLL (1980)
 NS0337
 NS0337                         *CURRENT SURVEY CONTROL
 NS0337  ___________________________________________________________________
 NS0337* NAD 83(1986)-  42 09 28.     (N)    109 32 45.     (W)     SCALED    
 NS0337* NAVD 88     -      2028.376  (meters)    6654.76   (feet)  ADJUSTED  
 NS0337  ___________________________________________________________________
 NS0337  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 NS0337  DYNAMIC HT  -        2026.676 (meters)    6649.19  (feet)  COMP
 NS0337  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 NS0337
 NS0337  VERT ORDER  -  THIRD
 NS0337
 NS0337.The horizontal coordinates were scaled from a topographic map and have
 NS0337.an estimated accuracy of +/- 6 seconds.
 NS0337
 NS0337.The orthometric height was determined by differential leveling
 NS0337.and adjusted by the National Geodetic Survey in December 1993..
 NS0337
 NS0337.The geoid height was determined by GEOID03.
 NS0337
 NS0337.The dynamic height is computed by dividing the NAVD 88
 NS0337.geopotential number by the normal gravity value computed on the
 NS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0337.degrees latitude (g = 980.6199 gals.).
 NS0337
 NS0337.The modeled gravity was interpolated from observed gravity values.
 NS0337
 NS0337;                    North         East    Units  Estimated Accuracy
 NS0337;SPC WYWC     -   184,410.      534,230.      MT  (+/- 180 meters Scaled)
 NS0337
 NS0337                          SUPERSEDED SURVEY CONTROL
 NS0337
 NS0337  NGVD 29 (??/??/92) 2027.09   (m)         6650.5    (f) COMPUTED    3 0
 NS0337
 NS0337.Superseded values are not recommended for survey control.
 NS0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0337.See file dsdata.txt to determine how the superseded data were derived.
 NS0337
 NS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM201683(NAD 83)
 NS0337_MARKER: I = METAL ROD
 NS0337_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NS0337_SP_SET: COPPER-CLAD STEEL ROD
 NS0337_MARK LOGO: NONE  
 NS0337_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0337+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0337
 NS0337  HISTORY     - Date     Condition        Report By
 NS0337  HISTORY     - 1968     MONUMENTED       USGS
 NS0337
 NS0337                          STATION DESCRIPTION
 NS0337
 NS0337'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0337'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0337'4.5 MILES NORTHWEST ALONG LINCOLN-SWEETWATER ROAD TO THE NORTHWEST
 NS0337'CORNER OF AN EARTH TANK, SET IN A COPPER-CLAD STEEL ROD AND FLUSH
 NS0337'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0340 ***********************************************************************
 NS0340  DESIGNATION -  SBM
 NS0340  PID         -  NS0340
 NS0340  STATE/COUNTY-  WY/SWEETWATER
 NS0340  USGS QUAD   -  FOURMILE KNOLL (1980)
 NS0340
 NS0340                         *CURRENT SURVEY CONTROL
 NS0340  ___________________________________________________________________
 NS0340* NAD 83(1986)-  42 10 00.     (N)    109 36 26.     (W)     SCALED    
 NS0340* NAVD 88     -      2051.468  (meters)    6730.52   (feet)  ADJUSTED  
 NS0340  ___________________________________________________________________
 NS0340  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NS0340  DYNAMIC HT  -        2049.743 (meters)    6724.87  (feet)  COMP
 NS0340  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 NS0340
 NS0340  VERT ORDER  -  THIRD
 NS0340
 NS0340.The horizontal coordinates were scaled from a topographic map and have
 NS0340.an estimated accuracy of +/- 6 seconds.
 NS0340
 NS0340.The orthometric height was determined by differential leveling
 NS0340.and adjusted by the National Geodetic Survey in December 1993..
 NS0340
 NS0340.The geoid height was determined by GEOID03.
 NS0340
 NS0340.The dynamic height is computed by dividing the NAVD 88
 NS0340.geopotential number by the normal gravity value computed on the
 NS0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0340.degrees latitude (g = 980.6199 gals.).
 NS0340
 NS0340.The modeled gravity was interpolated from observed gravity values.
 NS0340
 NS0340;                    North         East    Units  Estimated Accuracy
 NS0340;SPC WYWC     -   185,450.      529,170.      MT  (+/- 180 meters Scaled)
 NS0340
 NS0340                          SUPERSEDED SURVEY CONTROL
 NS0340
 NS0340  NGVD 29 (??/??/92) 2050.18   (m)         6726.3    (f) COMPUTED    3 0
 NS0340
 NS0340.Superseded values are not recommended for survey control.
 NS0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0340.See file dsdata.txt to determine how the superseded data were derived.
 NS0340
 NS0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM150692(NAD 83)
 NS0340_MARKER: I = METAL ROD
 NS0340_SETTING: 0 = UNSPECIFIED SETTING
 NS0340_MARK LOGO: NONE  
 NS0340_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NS0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0340+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0340
 NS0340  HISTORY     - Date     Condition        Report By
 NS0340  HISTORY     - 1968     MONUMENTED       USGS
 NS0340
 NS0340                          STATION DESCRIPTION
 NS0340
 NS0340'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0340'FROM FARSON, WYOMING, PROCEED 2.3 MILES NORTH ALONG U S HIGHWAY 187,
 NS0340'THENCE 7.7 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD TO
 NS0340'CROSSROADS, THE TOP OF A STEEL RE-BAR, APPROXIMATELY THE SAME
 NS0340'ELEVATION AS THE CROSSROADS.  DESCRIPTIVE TEXT IS INCOMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0342 ***********************************************************************
 NS0342  DESIGNATION -  SBM
 NS0342  PID         -  NS0342
 NS0342  STATE/COUNTY-  WY/SWEETWATER
 NS0342  USGS QUAD   -  TWELVEMILE KNOLL (1980)
 NS0342
 NS0342                         *CURRENT SURVEY CONTROL
 NS0342  ___________________________________________________________________
 NS0342* NAD 83(1986)-  42 09 59.     (N)    109 38 48.     (W)     SCALED    
 NS0342* NAVD 88     -      2065.681  (meters)    6777.16   (feet)  ADJUSTED  
 NS0342  ___________________________________________________________________
 NS0342  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NS0342  DYNAMIC HT  -        2063.938 (meters)    6771.44  (feet)  COMP
 NS0342  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 NS0342
 NS0342  VERT ORDER  -  THIRD
 NS0342
 NS0342.The horizontal coordinates were scaled from a topographic map and have
 NS0342.an estimated accuracy of +/- 6 seconds.
 NS0342
 NS0342.The orthometric height was determined by differential leveling
 NS0342.and adjusted by the National Geodetic Survey in December 1993..
 NS0342
 NS0342.The geoid height was determined by GEOID03.
 NS0342
 NS0342.The dynamic height is computed by dividing the NAVD 88
 NS0342.geopotential number by the normal gravity value computed on the
 NS0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0342.degrees latitude (g = 980.6199 gals.).
 NS0342
 NS0342.The modeled gravity was interpolated from observed gravity values.
 NS0342
 NS0342;                    North         East    Units  Estimated Accuracy
 NS0342;SPC WYWC     -   185,450.      525,910.      MT  (+/- 180 meters Scaled)
 NS0342
 NS0342                          SUPERSEDED SURVEY CONTROL
 NS0342
 NS0342.No superseded survey control is available for this station.
 NS0342
 NS0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM117691(NAD 83)
 NS0342_MARKER: I = METAL ROD
 NS0342_SETTING: 0 = UNSPECIFIED SETTING
 NS0342_MARK LOGO: NONE  
 NS0342_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0342+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0342
 NS0342  HISTORY     - Date     Condition        Report By
 NS0342  HISTORY     - 1968     MONUMENTED       USGS
 NS0342
 NS0342                          STATION DESCRIPTION
 NS0342
 NS0342'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0342'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0342'9.7 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD
 NS0342'NUMBER 4242) AT THE EAST TIP OF BRUSH NORTH OF THE ROAD, TOP OF A
 NS0342'STEEL RE-BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0344 ***********************************************************************
 NS0344  DESIGNATION -  SBM
 NS0344  PID         -  NS0344
 NS0344  STATE/COUNTY-  WY/SWEETWATER
 NS0344  USGS QUAD   -  TWELVEMILE KNOLL (1980)
 NS0344
 NS0344                         *CURRENT SURVEY CONTROL
 NS0344  ___________________________________________________________________
 NS0344* NAD 83(1986)-  42 09 47.     (N)    109 41 13.     (W)     SCALED    
 NS0344* NAVD 88     -      2122.347  (meters)    6963.07   (feet)  ADJUSTED  
 NS0344  ___________________________________________________________________
 NS0344  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NS0344  DYNAMIC HT  -        2120.553 (meters)    6957.18  (feet)  COMP
 NS0344  MODELED GRAV-     979,701.1   (mgal)                       NAVD 88
 NS0344
 NS0344  VERT ORDER  -  THIRD
 NS0344
 NS0344.The horizontal coordinates were scaled from a topographic map and have
 NS0344.an estimated accuracy of +/- 6 seconds.
 NS0344
 NS0344.The orthometric height was determined by differential leveling
 NS0344.and adjusted by the National Geodetic Survey in December 1993..
 NS0344
 NS0344.The geoid height was determined by GEOID03.
 NS0344
 NS0344.The dynamic height is computed by dividing the NAVD 88
 NS0344.geopotential number by the normal gravity value computed on the
 NS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0344.degrees latitude (g = 980.6199 gals.).
 NS0344
 NS0344.The modeled gravity was interpolated from observed gravity values.
 NS0344
 NS0344;                    North         East    Units  Estimated Accuracy
 NS0344;SPC WYWC     -   185,110.      522,580.      MT  (+/- 180 meters Scaled)
 NS0344
 NS0344                          SUPERSEDED SURVEY CONTROL
 NS0344
 NS0344.No superseded survey control is available for this station.
 NS0344
 NS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM084687(NAD 83)
 NS0344_MARKER: I = METAL ROD
 NS0344_SETTING: 0 = UNSPECIFIED SETTING
 NS0344_MARK LOGO: NONE  
 NS0344_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0344+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0344
 NS0344  HISTORY     - Date     Condition        Report By
 NS0344  HISTORY     - 1968     MONUMENTED       USGS
 NS0344
 NS0344                          STATION DESCRIPTION
 NS0344
 NS0344'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0344'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0344'11.8 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD AT A TRAIL
 NS0344'CROSSING (BLM ROAD NUMBER 4242) TOP OF A STEEL RE-BAR IN THE EAST TIP
 NS0344'OF THE NORTHWEST V OF BRUSH, NORTH OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0346 ***********************************************************************
 NS0346  DESIGNATION -  SBM
 NS0346  PID         -  NS0346
 NS0346  STATE/COUNTY-  WY/SWEETWATER
 NS0346  USGS QUAD   -  TWELVEMILE KNOLL (1980)
 NS0346
 NS0346                         *CURRENT SURVEY CONTROL
 NS0346  ___________________________________________________________________
 NS0346* NAD 83(1986)-  42 08 57.     (N)    109 43 26.     (W)     SCALED    
 NS0346* NAVD 88     -      2120.107  (meters)    6955.72   (feet)  ADJUSTED  
 NS0346  ___________________________________________________________________
 NS0346  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NS0346  DYNAMIC HT  -        2118.310 (meters)    6949.82  (feet)  COMP
 NS0346  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 NS0346
 NS0346  VERT ORDER  -  THIRD
 NS0346
 NS0346.The horizontal coordinates were scaled from a topographic map and have
 NS0346.an estimated accuracy of +/- 6 seconds.
 NS0346
 NS0346.The orthometric height was determined by differential leveling
 NS0346.and adjusted by the National Geodetic Survey in December 1993..
 NS0346
 NS0346.The geoid height was determined by GEOID03.
 NS0346
 NS0346.The dynamic height is computed by dividing the NAVD 88
 NS0346.geopotential number by the normal gravity value computed on the
 NS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0346.degrees latitude (g = 980.6199 gals.).
 NS0346
 NS0346.The modeled gravity was interpolated from observed gravity values.
 NS0346
 NS0346;                    North         East    Units  Estimated Accuracy
 NS0346;SPC WYWC     -   183,600.      519,510.      MT  (+/- 180 meters Scaled)
 NS0346
 NS0346                          SUPERSEDED SURVEY CONTROL
 NS0346
 NS0346.No superseded survey control is available for this station.
 NS0346
 NS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM054671(NAD 83)
 NS0346_MARKER: I = METAL ROD
 NS0346_SETTING: 0 = UNSPECIFIED SETTING
 NS0346_MARK LOGO: NONE  
 NS0346_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0346+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0346
 NS0346  HISTORY     - Date     Condition        Report By
 NS0346  HISTORY     - 1968     MONUMENTED       USGS
 NS0346
 NS0346                          STATION DESCRIPTION
 NS0346
 NS0346'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0346'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0346'13.9 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD
 NS0346'NUMBER 4242) AT A DRAIN, TOP OF A STEEL RE-BAR 2 FEET HIGHER THAN AND
 NS0346'16 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0348 ***********************************************************************
 NS0348  DESIGNATION -  SBM
 NS0348  PID         -  NS0348
 NS0348  STATE/COUNTY-  WY/SWEETWATER
 NS0348  USGS QUAD   -  MONUMENT BUTTE NE (1980)
 NS0348
 NS0348                         *CURRENT SURVEY CONTROL
 NS0348  ___________________________________________________________________
 NS0348* NAD 83(1986)-  42 08 32.     (N)    109 45 37.     (W)     SCALED    
 NS0348* NAVD 88     -      2074.099  (meters)    6804.77   (feet)  ADJUSTED  
 NS0348  ___________________________________________________________________
 NS0348  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NS0348  DYNAMIC HT  -        2072.355 (meters)    6799.05  (feet)  COMP
 NS0348  MODELED GRAV-     979,707.8   (mgal)                       NAVD 88
 NS0348
 NS0348  VERT ORDER  -  THIRD
 NS0348
 NS0348.The horizontal coordinates were scaled from a topographic map and have
 NS0348.an estimated accuracy of +/- 6 seconds.
 NS0348
 NS0348.The orthometric height was determined by differential leveling
 NS0348.and adjusted by the National Geodetic Survey in December 1993..
 NS0348
 NS0348.The geoid height was determined by GEOID03.
 NS0348
 NS0348.The dynamic height is computed by dividing the NAVD 88
 NS0348.geopotential number by the normal gravity value computed on the
 NS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0348.degrees latitude (g = 980.6199 gals.).
 NS0348
 NS0348.The modeled gravity was interpolated from observed gravity values.
 NS0348
 NS0348;                    North         East    Units  Estimated Accuracy
 NS0348;SPC WYWC     -   182,870.      516,490.      MT  (+/- 180 meters Scaled)
 NS0348
 NS0348                          SUPERSEDED SURVEY CONTROL
 NS0348
 NS0348.No superseded survey control is available for this station.
 NS0348
 NS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM024663(NAD 83)
 NS0348_MARKER: I = METAL ROD
 NS0348_SETTING: 0 = UNSPECIFIED SETTING
 NS0348_MARK LOGO: NONE  
 NS0348_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0348+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0348
 NS0348  HISTORY     - Date     Condition        Report By
 NS0348  HISTORY     - 1968     MONUMENTED       USGS
 NS0348
 NS0348                          STATION DESCRIPTION
 NS0348
 NS0348'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0348'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0348'15.9 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD
 NS0348'NUMBER 4242) AT ROAD FORKS, TOP OF A STEEL RE-BAR NEAR A SIGN POST 40
 NS0348'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 2 FEET LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0350 ***********************************************************************
 NS0350  DESIGNATION -  SBM
 NS0350  PID         -  NS0350
 NS0350  STATE/COUNTY-  WY/SWEETWATER
 NS0350  USGS QUAD   -  MONUMENT BUTTE NE (1980)
 NS0350
 NS0350                         *CURRENT SURVEY CONTROL
 NS0350  ___________________________________________________________________
 NS0350* NAD 83(1986)-  42 07 42.     (N)    109 47 19.     (W)     SCALED    
 NS0350* NAVD 88     -      2089.845  (meters)    6856.43   (feet)  ADJUSTED  
 NS0350  ___________________________________________________________________
 NS0350  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 NS0350  DYNAMIC HT  -        2088.089 (meters)    6850.67  (feet)  COMP
 NS0350  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 NS0350
 NS0350  VERT ORDER  -  THIRD
 NS0350
 NS0350.The horizontal coordinates were scaled from a topographic map and have
 NS0350.an estimated accuracy of +/- 6 seconds.
 NS0350
 NS0350.The orthometric height was determined by differential leveling
 NS0350.and adjusted by the National Geodetic Survey in December 1993..
 NS0350
 NS0350.The geoid height was determined by GEOID03.
 NS0350
 NS0350.The dynamic height is computed by dividing the NAVD 88
 NS0350.geopotential number by the normal gravity value computed on the
 NS0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0350.degrees latitude (g = 980.6199 gals.).
 NS0350
 NS0350.The modeled gravity was interpolated from observed gravity values.
 NS0350
 NS0350;                    North         East    Units  Estimated Accuracy
 NS0350;SPC WYWC     -   181,350.      514,130.      MT  (+/- 180 meters Scaled)
 NS0350
 NS0350                          SUPERSEDED SURVEY CONTROL
 NS0350
 NS0350.No superseded survey control is available for this station.
 NS0350
 NS0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM001647(NAD 83)
 NS0350_MARKER: I = METAL ROD
 NS0350_SETTING: 0 = UNSPECIFIED SETTING
 NS0350_MARK LOGO: NONE  
 NS0350_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0350+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0350
 NS0350  HISTORY     - Date     Condition        Report By
 NS0350  HISTORY     - 1968     MONUMENTED       USGS
 NS0350
 NS0350                          STATION DESCRIPTION
 NS0350
 NS0350'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0350'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0350'17.9 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD (BLM ROAD
 NS0350'NUMBER 4242) AT A ROAD OPPOSITE OF WEST-STAR PATTERN, TOP OF A STEEL
 NS0350'RE-BAR AT THE WEST EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0352 ***********************************************************************
 NS0352  DESIGNATION -  SBM
 NS0352  PID         -  NS0352
 NS0352  STATE/COUNTY-  WY/SWEETWATER
 NS0352  USGS QUAD   -  TWELVEMILE SINK (1980)
 NS0352
 NS0352                         *CURRENT SURVEY CONTROL
 NS0352  ___________________________________________________________________
 NS0352* NAD 83(1986)-  42 06 18.     (N)    109 48 27.     (W)     SCALED    
 NS0352* NAVD 88     -      2074.684  (meters)    6806.69   (feet)  ADJUSTED  
 NS0352  ___________________________________________________________________
 NS0352  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 NS0352  DYNAMIC HT  -        2072.947 (meters)    6800.99  (feet)  COMP
 NS0352  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 NS0352
 NS0352  VERT ORDER  -  THIRD
 NS0352
 NS0352.The horizontal coordinates were scaled from a topographic map and have
 NS0352.an estimated accuracy of +/- 6 seconds.
 NS0352
 NS0352.The orthometric height was determined by differential leveling
 NS0352.and adjusted by the National Geodetic Survey in December 1993..
 NS0352
 NS0352.The geoid height was determined by GEOID03.
 NS0352
 NS0352.The dynamic height is computed by dividing the NAVD 88
 NS0352.geopotential number by the normal gravity value computed on the
 NS0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0352.degrees latitude (g = 980.6199 gals.).
 NS0352
 NS0352.The modeled gravity was interpolated from observed gravity values.
 NS0352
 NS0352;                    North         East    Units  Estimated Accuracy
 NS0352;SPC WYWC     -   178,780.      512,530.      MT  (+/- 180 meters Scaled)
 NS0352
 NS0352                          SUPERSEDED SURVEY CONTROL
 NS0352
 NS0352.No superseded survey control is available for this station.
 NS0352
 NS0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM985621(NAD 83)
 NS0352_MARKER: Q = CHISELED SQUARE
 NS0352_SETTING: 0 = UNSPECIFIED SETTING
 NS0352_MARK LOGO: NONE  
 NS0352_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NS0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0352+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0352
 NS0352  HISTORY     - Date     Condition        Report By
 NS0352  HISTORY     - 1968     MONUMENTED       USGS
 NS0352
 NS0352                          STATION DESCRIPTION
 NS0352
 NS0352'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0352'FROM FARSON, WYOMING, PROCEED 2.3 MILES ALONG U S HIGHWAY 187, THENCE
 NS0352'20.0 MILES GENERALLY WEST ALONG LINCOLN-SWEETWATER ROAD AT
 NS0352'CROSSROADS, CHISLED SQUARE IN FLAT SANDSTONE BOULDER ON THE SOUTH
 NS0352'EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0354 ***********************************************************************
 NS0354  DESIGNATION -  SBM
 NS0354  PID         -  NS0354
 NS0354  STATE/COUNTY-  WY/SWEETWATER
 NS0354  USGS QUAD   -  TWELVEMILE SINK (1980)
 NS0354
 NS0354                         *CURRENT SURVEY CONTROL
 NS0354  ___________________________________________________________________
 NS0354* NAD 83(1986)-  42 05 09.     (N)    109 50 16.     (W)     SCALED    
 NS0354* NAVD 88     -      2003.892  (meters)    6574.44   (feet)  ADJUSTED  
 NS0354  ___________________________________________________________________
 NS0354  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NS0354  DYNAMIC HT  -        2002.240 (meters)    6569.02  (feet)  COMP
 NS0354  MODELED GRAV-     979,726.5   (mgal)                       NAVD 88
 NS0354
 NS0354  VERT ORDER  -  THIRD
 NS0354
 NS0354.The horizontal coordinates were scaled from a topographic map and have
 NS0354.an estimated accuracy of +/- 6 seconds.
 NS0354
 NS0354.The orthometric height was determined by differential leveling
 NS0354.and adjusted by the National Geodetic Survey in December 1993..
 NS0354
 NS0354.The geoid height was determined by GEOID03.
 NS0354
 NS0354.The dynamic height is computed by dividing the NAVD 88
 NS0354.geopotential number by the normal gravity value computed on the
 NS0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0354.degrees latitude (g = 980.6199 gals.).
 NS0354
 NS0354.The modeled gravity was interpolated from observed gravity values.
 NS0354
 NS0354;                    North         East    Units  Estimated Accuracy
 NS0354;SPC WYWC     -   176,680.      510,000.      MT  (+/- 180 meters Scaled)
 NS0354
 NS0354                          SUPERSEDED SURVEY CONTROL
 NS0354
 NS0354.No superseded survey control is available for this station.
 NS0354
 NS0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM961599(NAD 83)
 NS0354_MARKER: I = METAL ROD
 NS0354_SETTING: 0 = UNSPECIFIED SETTING
 NS0354_MARK LOGO: NONE  
 NS0354_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0354+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0354
 NS0354  HISTORY     - Date     Condition        Report By
 NS0354  HISTORY     - 1968     MONUMENTED       USGS
 NS0354
 NS0354                          STATION DESCRIPTION
 NS0354
 NS0354'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0354'FROM A ROAD JUNCTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NS0354'3.7 MILES EAST AND NORTH ALONG A COUTNY ROAD CROSSING GREEN RIVER,
 NS0354'THENCE 12.7 MILES GENERALLY NORTHEAST ALONG LINCOLN-SWEETWATER ROAD
 NS0354'TO ROAD AT SEISMIC STAR, ON THE TOP STEEL RE-BAR ON THE NORTH EDGE OF
 NS0354'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0357 ***********************************************************************
 NS0357  DESIGNATION -  SBM
 NS0357  PID         -  NS0357
 NS0357  STATE/COUNTY-  WY/SWEETWATER
 NS0357  USGS QUAD   -  TWELVEMILE SINK (1980)
 NS0357
 NS0357                         *CURRENT SURVEY CONTROL
 NS0357  ___________________________________________________________________
 NS0357* NAD 83(1986)-  42 04 27.     (N)    109 52 05.     (W)     SCALED    
 NS0357* NAVD 88     -      1997.101  (meters)    6552.16   (feet)  ADJUSTED  
 NS0357  ___________________________________________________________________
 NS0357  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NS0357  DYNAMIC HT  -        1995.455 (meters)    6546.76  (feet)  COMP
 NS0357  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 NS0357
 NS0357  VERT ORDER  -  THIRD
 NS0357
 NS0357.The horizontal coordinates were scaled from a topographic map and have
 NS0357.an estimated accuracy of +/- 6 seconds.
 NS0357
 NS0357.The orthometric height was determined by differential leveling
 NS0357.and adjusted by the National Geodetic Survey in December 1993..
 NS0357
 NS0357.The geoid height was determined by GEOID03.
 NS0357
 NS0357.The dynamic height is computed by dividing the NAVD 88
 NS0357.geopotential number by the normal gravity value computed on the
 NS0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0357.degrees latitude (g = 980.6199 gals.).
 NS0357
 NS0357.The modeled gravity was interpolated from observed gravity values.
 NS0357
 NS0357;                    North         East    Units  Estimated Accuracy
 NS0357;SPC WYWC     -   175,420.      507,480.      MT  (+/- 180 meters Scaled)
 NS0357
 NS0357                          SUPERSEDED SURVEY CONTROL
 NS0357
 NS0357.No superseded survey control is available for this station.
 NS0357
 NS0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM936586(NAD 83)
 NS0357_MARKER: I = METAL ROD
 NS0357_SETTING: 0 = UNSPECIFIED SETTING
 NS0357_MARK LOGO: NONE  
 NS0357_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0357+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0357
 NS0357  HISTORY     - Date     Condition        Report By
 NS0357  HISTORY     - 1968     MONUMENTED       USGS
 NS0357
 NS0357                          STATION DESCRIPTION
 NS0357
 NS0357'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0357'FROM A ROAD JUNCTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NS0357'3.7 MILES EAST AND NORTH ALONG A COUNTY ROAD CROSSING GREEN RIVER,
 NS0357'THENCE 10.9 MILES GENERALLY NORTHEAST ALONG LINCOLN-SWEETWATER ROAD
 NS0357'(BLM ROAD NUMBER 4242) AT CROSSROADS, 30 FEET NORTH AND 20 FEET WEST
 NS0357'OF THE CENTERLINE OF THE ROAD, 1.5 FOOT HIGHER THAN THE ROAD, TOP OF
 NS0357'A STEEL RE-BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0359 ***********************************************************************
 NS0359  DESIGNATION -  SBM
 NS0359  PID         -  NS0359
 NS0359  STATE/COUNTY-  WY/SWEETWATER
 NS0359  USGS QUAD   -  BLUE FOREST (1980)
 NS0359
 NS0359                         *CURRENT SURVEY CONTROL
 NS0359  ___________________________________________________________________
 NS0359* NAD 83(1986)-  42 04 19.     (N)    109 54 16.     (W)     SCALED    
 NS0359* NAVD 88     -      2003.365  (meters)    6572.71   (feet)  ADJUSTED  
 NS0359  ___________________________________________________________________
 NS0359  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NS0359  DYNAMIC HT  -        2001.716 (meters)    6567.30  (feet)  COMP
 NS0359  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 NS0359
 NS0359  VERT ORDER  -  THIRD
 NS0359
 NS0359.The horizontal coordinates were scaled from a topographic map and have
 NS0359.an estimated accuracy of +/- 6 seconds.
 NS0359
 NS0359.The orthometric height was determined by differential leveling
 NS0359.and adjusted by the National Geodetic Survey in December 1993..
 NS0359
 NS0359.The geoid height was determined by GEOID03.
 NS0359
 NS0359.The dynamic height is computed by dividing the NAVD 88
 NS0359.geopotential number by the normal gravity value computed on the
 NS0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0359.degrees latitude (g = 980.6199 gals.).
 NS0359
 NS0359.The modeled gravity was interpolated from observed gravity values.
 NS0359
 NS0359;                    North         East    Units  Estimated Accuracy
 NS0359;SPC WYWC     -   175,210.      504,470.      MT  (+/- 180 meters Scaled)
 NS0359
 NS0359                          SUPERSEDED SURVEY CONTROL
 NS0359
 NS0359.No superseded survey control is available for this station.
 NS0359
 NS0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM906583(NAD 83)
 NS0359_MARKER: I = METAL ROD
 NS0359_SETTING: 0 = UNSPECIFIED SETTING
 NS0359_MARK LOGO: NONE  
 NS0359_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0359+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0359
 NS0359  HISTORY     - Date     Condition        Report By
 NS0359  HISTORY     - 1968     MONUMENTED       USGS
 NS0359
 NS0359                          STATION DESCRIPTION
 NS0359
 NS0359'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0359'FROM A ROAD JUNCTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NS0359'3.7 MILES EAST AND NORTH ALONG COUNTY ROAD CROSSING GREEN RIVER,
 NS0359'THENCE 8.8 MILES GENERALLY NORTHEAST ALONG LINCOLN-SWEETWATER ROAD TO
 NS0359'A T-ROAD NORTH, TOP OF A STEEL RE-BAR IN THE NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0361 ***********************************************************************
 NS0361  DESIGNATION -  SBM
 NS0361  PID         -  NS0361
 NS0361  STATE/COUNTY-  WY/SWEETWATER
 NS0361  USGS QUAD   -  BLUE FOREST (1980)
 NS0361
 NS0361                         *CURRENT SURVEY CONTROL
 NS0361  ___________________________________________________________________
 NS0361* NAD 83(1986)-  42 04 17.     (N)    109 56 35.     (W)     SCALED    
 NS0361* NAVD 88     -      2004.150  (meters)    6575.28   (feet)  ADJUSTED  
 NS0361  ___________________________________________________________________
 NS0361  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 NS0361  DYNAMIC HT  -        2002.490 (meters)    6569.84  (feet)  COMP
 NS0361  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 NS0361
 NS0361  VERT ORDER  -  THIRD
 NS0361
 NS0361.The horizontal coordinates were scaled from a topographic map and have
 NS0361.an estimated accuracy of +/- 6 seconds.
 NS0361
 NS0361.The orthometric height was determined by differential leveling
 NS0361.and adjusted by the National Geodetic Survey in December 1993..
 NS0361
 NS0361.The geoid height was determined by GEOID03.
 NS0361
 NS0361.The dynamic height is computed by dividing the NAVD 88
 NS0361.geopotential number by the normal gravity value computed on the
 NS0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0361.degrees latitude (g = 980.6199 gals.).
 NS0361
 NS0361.The modeled gravity was interpolated from observed gravity values.
 NS0361
 NS0361;                    North         East    Units  Estimated Accuracy
 NS0361;SPC WYWC     -   175,200.      501,270.      MT  (+/- 180 meters Scaled)
 NS0361
 NS0361                          SUPERSEDED SURVEY CONTROL
 NS0361
 NS0361.No superseded survey control is available for this station.
 NS0361
 NS0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM874582(NAD 83)
 NS0361_MARKER: I = METAL ROD
 NS0361_SETTING: 0 = UNSPECIFIED SETTING
 NS0361_MARK LOGO: NONE  
 NS0361_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0361+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0361
 NS0361  HISTORY     - Date     Condition        Report By
 NS0361  HISTORY     - 1968     MONUMENTED       USGS
 NS0361
 NS0361                          STATION DESCRIPTION
 NS0361
 NS0361'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0361'FROM A ROAD JUNCTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NS0361'3.7 MILES EAST AND NORTH OF A ROAD JUNCTION ALONG COUNTY ROAD
 NS0361'CROSSING GREEN RIVER, THENCE 6.8 MILES GENERALLY NORTHEAST ALONG
 NS0361'LINCOLN-SWEETWATER ROAD AT AN ANT HILL-A LIGHT SPOT ON THE NORTH EDGE
 NS0361'OF THE ROAD, THE TOP OF A STEEL RE-BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0363 ***********************************************************************
 NS0363  DESIGNATION -  SBM
 NS0363  PID         -  NS0363
 NS0363  STATE/COUNTY-  WY/SWEETWATER
 NS0363  USGS QUAD   -  BLUE FOREST (1980)
 NS0363
 NS0363                         *CURRENT SURVEY CONTROL
 NS0363  ___________________________________________________________________
 NS0363* NAD 83(1986)-  42 03 44.     (N)    109 58 13.     (W)     SCALED    
 NS0363* NAVD 88     -      2000.172  (meters)    6562.23   (feet)  ADJUSTED  
 NS0363  ___________________________________________________________________
 NS0363  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 NS0363  DYNAMIC HT  -        1998.507 (meters)    6556.77  (feet)  COMP
 NS0363  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 NS0363
 NS0363  VERT ORDER  -  THIRD
 NS0363
 NS0363.The horizontal coordinates were scaled from a topographic map and have
 NS0363.an estimated accuracy of +/- 6 seconds.
 NS0363
 NS0363.The orthometric height was determined by differential leveling
 NS0363.and adjusted by the National Geodetic Survey in December 1993..
 NS0363
 NS0363.The geoid height was determined by GEOID03.
 NS0363
 NS0363.The dynamic height is computed by dividing the NAVD 88
 NS0363.geopotential number by the normal gravity value computed on the
 NS0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0363.degrees latitude (g = 980.6199 gals.).
 NS0363
 NS0363.The modeled gravity was interpolated from observed gravity values.
 NS0363
 NS0363;                    North         East    Units  Estimated Accuracy
 NS0363;SPC WYWC     -   174,210.      499,000.      MT  (+/- 180 meters Scaled)
 NS0363
 NS0363                          SUPERSEDED SURVEY CONTROL
 NS0363
 NS0363.No superseded survey control is available for this station.
 NS0363
 NS0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM851571(NAD 83)
 NS0363_MARKER: I = METAL ROD
 NS0363_SETTING: 0 = UNSPECIFIED SETTING
 NS0363_MARK LOGO: NONE  
 NS0363_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0363+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0363
 NS0363  HISTORY     - Date     Condition        Report By
 NS0363  HISTORY     - 1968     MONUMENTED       USGS
 NS0363
 NS0363                          STATION DESCRIPTION
 NS0363
 NS0363'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0363'FROM A ROAD JUNCTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NS0363'3.7 MILES EAST AND NORTH OF A ROAD JUNCTION SOUTH ALONG COUNTY ROAD
 NS0363'CROSSING GREEN RIVER, THENCE 4.7 MILES GENERALLY NORTHEAST ALONG
 NS0363'LINCOLN-SWEETWATER ROAD TO A ROAD AT A DRAIN, SAME ELEVATION AS THE
 NS0363'ROAD, THE TOP OF A STEEL RE-BAR ON THE EAST EDGE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0365 ***********************************************************************
 NS0365  DESIGNATION -  SBM
 NS0365  PID         -  NS0365
 NS0365  STATE/COUNTY-  WY/SWEETWATER
 NS0365  USGS QUAD   -  BLUE FOREST (1980)
 NS0365
 NS0365                         *CURRENT SURVEY CONTROL
 NS0365  ___________________________________________________________________
 NS0365* NAD 83(1986)-  42 02 39.     (N)    109 59 58.     (W)     SCALED    
 NS0365* NAVD 88     -      1986.769  (meters)    6518.26   (feet)  ADJUSTED  
 NS0365  ___________________________________________________________________
 NS0365  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 NS0365  DYNAMIC HT  -        1985.121 (meters)    6512.85  (feet)  COMP
 NS0365  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 NS0365
 NS0365  VERT ORDER  -  THIRD
 NS0365
 NS0365.The horizontal coordinates were scaled from a topographic map and have
 NS0365.an estimated accuracy of +/- 6 seconds.
 NS0365
 NS0365.The orthometric height was determined by differential leveling
 NS0365.and adjusted by the National Geodetic Survey in December 1993..
 NS0365
 NS0365.The geoid height was determined by GEOID03.
 NS0365
 NS0365.The dynamic height is computed by dividing the NAVD 88
 NS0365.geopotential number by the normal gravity value computed on the
 NS0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0365.degrees latitude (g = 980.6199 gals.).
 NS0365
 NS0365.The modeled gravity was interpolated from observed gravity values.
 NS0365
 NS0365;                    North         East    Units  Estimated Accuracy
 NS0365;SPC WYWC     -   172,240.      496,560.      MT  (+/- 180 meters Scaled)
 NS0365
 NS0365                          SUPERSEDED SURVEY CONTROL
 NS0365
 NS0365  NGVD 29 (??/??/92) 1985.43   (m)         6513.9    (f) COMPUTED    3 0
 NS0365
 NS0365.Superseded values are not recommended for survey control.
 NS0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0365.See file dsdata.txt to determine how the superseded data were derived.
 NS0365
 NS0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM828551(NAD 83)
 NS0365_MARKER: I = METAL ROD
 NS0365_SETTING: 0 = UNSPECIFIED SETTING
 NS0365_MARK LOGO: NONE  
 NS0365_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0365+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NS0365
 NS0365  HISTORY     - Date     Condition        Report By
 NS0365  HISTORY     - 1968     MONUMENTED       USGS
 NS0365
 NS0365                          STATION DESCRIPTION
 NS0365
 NS0365'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0365'FROM A ROAD JUNCTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NS0365'3.7 MILES EAST AND NORTH OF A ROAD JUNCTION ALONG COUNTY ROAD
 NS0365'CROSSING GREEN RIVER, THENCE 2.3 MILES GENERALLY NORTHEAST ALONG
 NS0365'LINCOLN-SWEETWATER ROAD TO AN ANT HILL A LIGHT SPOT ON THE NORTH EDGE
 NS0365'OF THE ROAD, THE TOP OF A STEEL RE-BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0666 ***********************************************************************
 NT0666  DESIGNATION -  SBM
 NT0666  PID         -  NT0666
 NT0666  STATE/COUNTY-  WY/SWEETWATER
 NT0666  USGS QUAD   -  FONTENELLE RESERVOIR SE (1978)
 NT0666
 NT0666                         *CURRENT SURVEY CONTROL
 NT0666  ___________________________________________________________________
 NT0666* NAD 83(1986)-  42 02 38.     (N)    110 02 35.     (W)     SCALED    
 NT0666* NAVD 88     -      2010.278  (meters)    6595.39   (feet)  ADJUSTED  
 NT0666  ___________________________________________________________________
 NT0666  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 NT0666  DYNAMIC HT  -        2008.608 (meters)    6589.91  (feet)  COMP
 NT0666  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 NT0666
 NT0666  VERT ORDER  -  THIRD
 NT0666
 NT0666.The horizontal coordinates were scaled from a topographic map and have
 NT0666.an estimated accuracy of +/- 6 seconds.
 NT0666
 NT0666.The orthometric height was determined by differential leveling
 NT0666.and adjusted by the National Geodetic Survey in December 1993..
 NT0666
 NT0666.The geoid height was determined by GEOID03.
 NT0666
 NT0666.The dynamic height is computed by dividing the NAVD 88
 NT0666.geopotential number by the normal gravity value computed on the
 NT0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0666.degrees latitude (g = 980.6199 gals.).
 NT0666
 NT0666.The modeled gravity was interpolated from observed gravity values.
 NT0666
 NT0666;                    North         East    Units  Estimated Accuracy
 NT0666;SPC WYWC     -   172,260.      492,950.      MT  (+/- 180 meters Scaled)
 NT0666
 NT0666                          SUPERSEDED SURVEY CONTROL
 NT0666
 NT0666  NGVD 29 (??/??/92) 2008.93   (m)         6591.0    (f) COMPUTED    3 0
 NT0666
 NT0666.Superseded values are not recommended for survey control.
 NT0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0666.See file dsdata.txt to determine how the superseded data were derived.
 NT0666
 NT0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM791550(NAD 83)
 NT0666_MARKER: I = METAL ROD
 NT0666_SETTING: 0 = UNSPECIFIED SETTING
 NT0666_MARK LOGO: NONE  
 NT0666_MAGNETIC: I = MARKER IS A STEEL ROD
 NT0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0666+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NT0666
 NT0666  HISTORY     - Date     Condition        Report By
 NT0666  HISTORY     - 1968     MONUMENTED       USGS
 NT0666
 NT0666                          STATION DESCRIPTION
 NT0666
 NT0666'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NT0666'FROM A ROAD JUNCTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NT0666'3.7 MILES EAST AND NORTH OF A ROAD JUNCTION ALONG COUNTY ROAD
 NT0666'CROSSING GREEN RIVER, THENCE 2.0 MILES NORTH ALONG COUNTY LINE ROAD
 NT0666'(BLM ROAD NUMBER 4240.5) TO A TRAIL CROSSING, THE TOP OF A STEEL
 NT0666'RE-BAR IN THE NORTHWEST CORNER OF THE CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0668 ***********************************************************************
 NT0668  DESIGNATION -  SBM
 NT0668  PID         -  NT0668
 NT0668  STATE/COUNTY-  WY/SWEETWATER
 NT0668  USGS QUAD   -  FONTENELLE RESERVOIR SE (1978)
 NT0668
 NT0668                         *CURRENT SURVEY CONTROL
 NT0668  ___________________________________________________________________
 NT0668* NAD 83(1986)-  42 01 36.     (N)    110 04 10.     (W)     SCALED    
 NT0668* NAVD 88     -      1988.327  (meters)    6523.37   (feet)  ADJUSTED  
 NT0668  ___________________________________________________________________
 NT0668  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 NT0668  DYNAMIC HT  -        1986.673 (meters)    6517.94  (feet)  COMP
 NT0668  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 NT0668
 NT0668  VERT ORDER  -  THIRD
 NT0668
 NT0668.The horizontal coordinates were scaled from a topographic map and have
 NT0668.an estimated accuracy of +/- 6 seconds.
 NT0668
 NT0668.The orthometric height was determined by differential leveling
 NT0668.and adjusted by the National Geodetic Survey in December 1993..
 NT0668
 NT0668.The geoid height was determined by GEOID03.
 NT0668
 NT0668.The dynamic height is computed by dividing the NAVD 88
 NT0668.geopotential number by the normal gravity value computed on the
 NT0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0668.degrees latitude (g = 980.6199 gals.).
 NT0668
 NT0668.The modeled gravity was interpolated from observed gravity values.
 NT0668
 NT0668;                    North         East    Units  Estimated Accuracy
 NT0668;SPC WYWC     -   170,380.      490,730.      MT  (+/- 180 meters Scaled)
 NT0668
 NT0668                          SUPERSEDED SURVEY CONTROL
 NT0668
 NT0668  NGVD 29 (??/??/92) 1986.99   (m)         6519.0    (f) COMPUTED    3 0
 NT0668
 NT0668.Superseded values are not recommended for survey control.
 NT0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0668.See file dsdata.txt to determine how the superseded data were derived.
 NT0668
 NT0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM770531(NAD 83)
 NT0668_MARKER: DB = BENCH MARK DISK
 NT0668_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NT0668_SP_SET: CONCRETE BRIDGE
 NT0668_MARK LOGO: BOR   
 NT0668_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NT0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0668+STABILITY: SURFACE MOTION
 NT0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0668+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1968
 NT0668
 NT0668  HISTORY     - Date     Condition        Report By
 NT0668  HISTORY     - UNK      MONUMENTED       BOR
 NT0668  HISTORY     - 19680626 GOOD             USGS
 NT0668
 NT0668                          STATION DESCRIPTION
 NT0668
 NT0668'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NT0668'FROM A ROAD JUNCTION 0.3 MILES SOUTH OF FONTENELLE, WYOMING, PROCEED
 NT0668'3.7 MILES EAST AND NORTH FROM A ROAD JUNCTION ALONG COUNTY ROAD
 NT0668'CROSSING GREEN RIVER, THENCE 1.0 MILE NORTH ALONG COUNTY ROAD (BLM
 NT0668'ROAD NUMBER 4240.5), THENCE 0.3 MILES NORTHWEST ALONG ROAD TO
 NT0668'FONTENELLE RESERVOIR, ON THE NORTH EDGE OF BRIDGE-CENTER-OVER
 NT0668'SPILLWAY, FLUSH IN CONCRETE, UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0670 ***********************************************************************
 NT0670  DESIGNATION -  SBM
 NT0670  PID         -  NT0670
 NT0670  STATE/COUNTY-  WY/SWEETWATER
 NT0670  USGS QUAD   -  FONTENELLE RESERVOIR SE (1978)
 NT0670
 NT0670                         *CURRENT SURVEY CONTROL
 NT0670  ___________________________________________________________________
 NT0670* NAD 83(1986)-  42 01 26.     (N)    110 06 09.     (W)     SCALED    
 NT0670* NAVD 88     -      2024.546  (meters)    6642.20   (feet)  ADJUSTED  
 NT0670  ___________________________________________________________________
 NT0670  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NT0670  DYNAMIC HT  -        2022.861 (meters)    6636.67  (feet)  COMP
 NT0670  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 NT0670
 NT0670  VERT ORDER  -  THIRD
 NT0670
 NT0670.The horizontal coordinates were scaled from a topographic map and have
 NT0670.an estimated accuracy of +/- 6 seconds.
 NT0670
 NT0670.The orthometric height was determined by differential leveling
 NT0670.and adjusted by the National Geodetic Survey in December 1993..
 NT0670
 NT0670.The geoid height was determined by GEOID03.
 NT0670
 NT0670.The dynamic height is computed by dividing the NAVD 88
 NT0670.geopotential number by the normal gravity value computed on the
 NT0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0670.degrees latitude (g = 980.6199 gals.).
 NT0670
 NT0670.The modeled gravity was interpolated from observed gravity values.
 NT0670
 NT0670;                    North         East    Units  Estimated Accuracy
 NT0670;SPC WYWC     -   170,120.      487,990.      MT  (+/- 180 meters Scaled)
 NT0670
 NT0670                          SUPERSEDED SURVEY CONTROL
 NT0670
 NT0670  NGVD 29 (??/??/92) 2023.20   (m)         6637.8    (f) COMPUTED    3 0
 NT0670
 NT0670.Superseded values are not recommended for survey control.
 NT0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0670.See file dsdata.txt to determine how the superseded data were derived.
 NT0670
 NT0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM743528(NAD 83)
 NT0670_MARKER: I = METAL ROD
 NT0670_SETTING: 0 = UNSPECIFIED SETTING
 NT0670_MARK LOGO: NONE  
 NT0670_MAGNETIC: I = MARKER IS A STEEL ROD
 NT0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0670+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NT0670
 NT0670  HISTORY     - Date     Condition        Report By
 NT0670  HISTORY     - 1968     MONUMENTED       USGS
 NT0670
 NT0670                          STATION DESCRIPTION
 NT0670
 NT0670'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NT0670'FROM FONTENELLE, WYOMING, PROCEED 2.9 MILES NORTH ALONG COUNTY ROAD,
 NT0670'THENCE 1.4 MILES WEST ALONG FONTENELLE RESERVOIR ACCESS ROAD AT A
 NT0670'TRAIL CROSSING, THE TOP OF A STEEL RE-BAR IN THE NORTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0672 ***********************************************************************
 NT0672  DESIGNATION -  SBM
 NT0672  PID         -  NT0672
 NT0672  STATE/COUNTY-  WY/SWEETWATER
 NT0672  USGS QUAD   -  FONTENELLE RESERVOIR SW (1968)
 NT0672
 NT0672                         *CURRENT SURVEY CONTROL
 NT0672  ___________________________________________________________________
 NT0672* NAD 83(1986)-  42 01 28.     (N)    110 08 32.     (W)     SCALED    
 NT0672* NAVD 88     -      2081.516  (meters)    6829.11   (feet)  ADJUSTED  
 NT0672  ___________________________________________________________________
 NT0672  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NT0672  DYNAMIC HT  -        2079.789 (meters)    6823.44  (feet)  COMP
 NT0672  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 NT0672
 NT0672  VERT ORDER  -  THIRD
 NT0672
 NT0672.The horizontal coordinates were scaled from a topographic map and have
 NT0672.an estimated accuracy of +/- 6 seconds.
 NT0672
 NT0672.The orthometric height was determined by differential leveling
 NT0672.and adjusted by the National Geodetic Survey in December 1993..
 NT0672
 NT0672.The geoid height was determined by GEOID03.
 NT0672
 NT0672.The dynamic height is computed by dividing the NAVD 88
 NT0672.geopotential number by the normal gravity value computed on the
 NT0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0672.degrees latitude (g = 980.6199 gals.).
 NT0672
 NT0672.The modeled gravity was interpolated from observed gravity values.
 NT0672
 NT0672;                    North         East    Units  Estimated Accuracy
 NT0672;SPC WYWC     -   170,230.      484,700.      MT  (+/- 180 meters Scaled)
 NT0672
 NT0672                          SUPERSEDED SURVEY CONTROL
 NT0672
 NT0672  NGVD 29 (??/??/92) 2080.18   (m)         6824.7    (f) COMPUTED    3 0
 NT0672
 NT0672.Superseded values are not recommended for survey control.
 NT0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0672.See file dsdata.txt to determine how the superseded data were derived.
 NT0672
 NT0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM710528(NAD 83)
 NT0672_MARKER: I = METAL ROD
 NT0672_SETTING: 0 = UNSPECIFIED SETTING
 NT0672_MARK LOGO: NONE  
 NT0672_MAGNETIC: I = MARKER IS A STEEL ROD
 NT0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0672+SATELLITE: SATELLITE OBSERVATIONS - 1968
 NT0672
 NT0672  HISTORY     - Date     Condition        Report By
 NT0672  HISTORY     - 1968     MONUMENTED       USGS
 NT0672
 NT0672                          STATION DESCRIPTION
 NT0672
 NT0672'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NT0672'FROM FONTENELLE, WYOMING, PROCEED 2.9 MILES NORTH ALONG GRAVELED
 NT0672'COUNTY ROAD, THENCE 4.3 MILES WEST ALONG COUNTY ACCESS ROAD AT A
 NT0672'TRAIL NORTHWEST, ON THE NORTH EDGE OF THE ROAD, TOP OF A STEEL
 NT0672'RE-BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0868 ***********************************************************************
 MR0868  DESIGNATION -  SBM
 MR0868  PID         -  MR0868
 MR0868  STATE/COUNTY-  WY/SWEETWATER
 MR0868  USGS QUAD   -  SHUTE CREEK LAKE (1980)
 MR0868
 MR0868                         *CURRENT SURVEY CONTROL
 MR0868  ___________________________________________________________________
 MR0868* NAD 83(1986)-  41 59 33.     (N)    110 10 32.     (W)     SCALED    
 MR0868* NAVD 88     -      2008.552  (meters)    6589.72   (feet)  ADJUSTED  
 MR0868  ___________________________________________________________________
 MR0868  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 MR0868  DYNAMIC HT  -        2006.877 (meters)    6584.23  (feet)  COMP
 MR0868  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 MR0868
 MR0868  VERT ORDER  -  THIRD
 MR0868
 MR0868.The horizontal coordinates were scaled from a topographic map and have
 MR0868.an estimated accuracy of +/- 6 seconds.
 MR0868
 MR0868.The orthometric height was determined by differential leveling
 MR0868.and adjusted by the National Geodetic Survey in December 1993..
 MR0868
 MR0868.The geoid height was determined by GEOID03.
 MR0868
 MR0868.The dynamic height is computed by dividing the NAVD 88
 MR0868.geopotential number by the normal gravity value computed on the
 MR0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0868.degrees latitude (g = 980.6199 gals.).
 MR0868
 MR0868.The modeled gravity was interpolated from observed gravity values.
 MR0868
 MR0868;                    North         East    Units  Estimated Accuracy
 MR0868;SPC WYWC     -   166,730.      481,880.      MT  (+/- 180 meters Scaled)
 MR0868
 MR0868                          SUPERSEDED SURVEY CONTROL
 MR0868
 MR0868.No superseded survey control is available for this station.
 MR0868
 MR0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM682492(NAD 83)
 MR0868_MARKER: Q = CHISELED SQUARE
 MR0868_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MR0868_SP_SET: HEADWALL OF CONCRETE CULVERT
 MR0868_MARK LOGO: NONE  
 MR0868_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MR0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0868+STABILITY: SURFACE MOTION
 MR0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0868+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0868
 MR0868  HISTORY     - Date     Condition        Report By
 MR0868  HISTORY     - 1969     MONUMENTED       USGS
 MR0868
 MR0868                          STATION DESCRIPTION
 MR0868
 MR0868'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0868'FROM KEMMERER, WYOMING POST OFFICE, PROCEED 26.8 MILES NORTHEASTERLY
 MR0868'ALONG U S HIGHWAY 189, ON THE NORTHWEST SIDE OF THE ROAD, ON THE
 MR0868'CENTER OF A HEADWALL OF A CONCRETE CULVERT, CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0870 ***********************************************************************
 MR0870  DESIGNATION -  SBM
 MR0870  PID         -  MR0870
 MR0870  STATE/COUNTY-  WY/SWEETWATER
 MR0870  USGS QUAD   -  SHUTE CREEK LAKE (1980)
 MR0870
 MR0870                         *CURRENT SURVEY CONTROL
 MR0870  ___________________________________________________________________
 MR0870* NAD 83(1986)-  41 59 17.     (N)    110 10 53.     (W)     SCALED    
 MR0870* NAVD 88     -      1996.468  (meters)    6550.08   (feet)  ADJUSTED  
 MR0870  ___________________________________________________________________
 MR0870  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MR0870  DYNAMIC HT  -        1994.800 (meters)    6544.61  (feet)  COMP
 MR0870  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 MR0870
 MR0870  VERT ORDER  -  THIRD
 MR0870
 MR0870.The horizontal coordinates were scaled from a topographic map and have
 MR0870.an estimated accuracy of +/- 6 seconds.
 MR0870
 MR0870.The orthometric height was determined by differential leveling
 MR0870.and adjusted by the National Geodetic Survey in December 1993..
 MR0870
 MR0870.The geoid height was determined by GEOID03.
 MR0870
 MR0870.The dynamic height is computed by dividing the NAVD 88
 MR0870.geopotential number by the normal gravity value computed on the
 MR0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0870.degrees latitude (g = 980.6199 gals.).
 MR0870
 MR0870.The modeled gravity was interpolated from observed gravity values.
 MR0870
 MR0870;                    North         East    Units  Estimated Accuracy
 MR0870;SPC WYWC     -   166,240.      481,390.      MT  (+/- 180 meters Scaled)
 MR0870
 MR0870                          SUPERSEDED SURVEY CONTROL
 MR0870
 MR0870.No superseded survey control is available for this station.
 MR0870
 MR0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM678487(NAD 83)
 MR0870_MARKER: I = METAL ROD
 MR0870_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MR0870_SP_SET: COPPER-CLAD STEEL ROD
 MR0870_MARK LOGO: NONE  
 MR0870_MAGNETIC: I = MARKER IS A STEEL ROD
 MR0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0870+SATELLITE: SATELLITE OBSERVATIONS - 1969
 MR0870
 MR0870  HISTORY     - Date     Condition        Report By
 MR0870  HISTORY     - 1969     MONUMENTED       USGS
 MR0870
 MR0870                          STATION DESCRIPTION
 MR0870
 MR0870'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0870'FROM KEMMERER, WYOMING POST OFFICE, PROCEED 26.2 MILES NORTHEASTERLY
 MR0870'ALONG U S HIGHWAY 189, 100 FEET NORTHWEST OF THE HIGHWAY AT THE SOUTH
 MR0870'EDGE OF A TRACK ROAD, 1 FOOT EAST OF A CORNER FENCE POST, SET IN A
 MR0870'COPPER-CLAD STEEL ROD PROJECTING 0.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0763 ***********************************************************************
 NQ0763  DESIGNATION -  SBM 4570
 NQ0763  PID         -  NQ0763
 NQ0763  STATE/COUNTY-  WY/NIOBRARA
 NQ0763  USGS QUAD   -  FLAT TOP (1981)
 NQ0763
 NQ0763                         *CURRENT SURVEY CONTROL
 NQ0763  ___________________________________________________________________
 NQ0763* NAD 83(1986)-  42 59 42.     (N)    104 43 17.     (W)     SCALED    
 NQ0763* NAVD 88     -      1393.599  (meters)    4572.17   (feet)  ADJUSTED  
 NQ0763  ___________________________________________________________________
 NQ0763  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 NQ0763  DYNAMIC HT  -        1392.819 (meters)    4569.61  (feet)  COMP
 NQ0763  MODELED GRAV-     980,012.1   (mgal)                       NAVD 88
 NQ0763
 NQ0763  VERT ORDER  -  THIRD
 NQ0763
 NQ0763.The horizontal coordinates were scaled from a topographic map and have
 NQ0763.an estimated accuracy of +/- 6 seconds.
 NQ0763
 NQ0763.The orthometric height was determined by differential leveling
 NQ0763.and adjusted by the National Geodetic Survey in December 1993..
 NQ0763
 NQ0763.The geoid height was determined by GEOID03.
 NQ0763
 NQ0763.The dynamic height is computed by dividing the NAVD 88
 NQ0763.geopotential number by the normal gravity value computed on the
 NQ0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0763.degrees latitude (g = 980.6199 gals.).
 NQ0763
 NQ0763.The modeled gravity was interpolated from observed gravity values.
 NQ0763
 NQ0763;                    North         East    Units  Estimated Accuracy
 NQ0763;SPC WY E     -   277,200.      236,310.      MT  (+/- 180 meters Scaled)
 NQ0763
 NQ0763                          SUPERSEDED SURVEY CONTROL
 NQ0763
 NQ0763.No superseded survey control is available for this station.
 NQ0763
 NQ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH227602(NAD 83)
 NQ0763_MARKER: DD = SURVEY DISK
 NQ0763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0763+WITH SETTING: INFORMATION.
 NQ0763_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0763_STAMPING: U.E.
 NQ0763_MARK LOGO: USGS  
 NQ0763_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0763
 NQ0763  HISTORY     - Date     Condition        Report By
 NQ0763  HISTORY     - 1970     MONUMENTED       USGS
 NQ0763
 NQ0763                          STATION DESCRIPTION
 NQ0763
 NQ0763'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0763'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 16.1 MILES
 NQ0763'(25.9 KM) NORTH ALONG THE ROAD TO LANCE CREEK TO A POINT WHERE THE
 NQ0763'ROAD BENDS SHARPLY TO THE EAST, THENCE 1.7 MILES (2.7 KM) NORTH ALONG
 NQ0763'A PRIVATE ROAD IN THE SE 1/4 OF S.13, T.35 N., R.66 W., ABOUT 350
 NQ0763'FEET (106.7 M) NORTH OF A ROAD JUNCTION WEST, 18 FEET (5.5 M) EAST OF
 NQ0763'THE ROAD AT A FENCE CROSSING, A CAP SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0518 ***********************************************************************
 OU0518  DESIGNATION -  SBM 4881
 OU0518  PID         -  OU0518
 OU0518  STATE/COUNTY-  WY/NIOBRARA
 OU0518  USGS QUAD   -  LANCE CREEK (1981)
 OU0518
 OU0518                         *CURRENT SURVEY CONTROL
 OU0518  ___________________________________________________________________
 OU0518* NAD 83(1986)-  43 01 03.     (N)    104 43 20.     (W)     SCALED    
 OU0518* NAVD 88     -      1366.644  (meters)    4483.73   (feet)  ADJUSTED  
 OU0518  ___________________________________________________________________
 OU0518  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 OU0518  DYNAMIC HT  -        1365.886 (meters)    4481.24  (feet)  COMP
 OU0518  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 OU0518
 OU0518  VERT ORDER  -  THIRD
 OU0518
 OU0518.The horizontal coordinates were scaled from a topographic map and have
 OU0518.an estimated accuracy of +/- 6 seconds.
 OU0518
 OU0518.The orthometric height was determined by differential leveling
 OU0518.and adjusted by the National Geodetic Survey in December 1993..
 OU0518
 OU0518.The geoid height was determined by GEOID03.
 OU0518
 OU0518.The dynamic height is computed by dividing the NAVD 88
 OU0518.geopotential number by the normal gravity value computed on the
 OU0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0518.degrees latitude (g = 980.6199 gals.).
 OU0518
 OU0518.The modeled gravity was interpolated from observed gravity values.
 OU0518
 OU0518;                    North         East    Units  Estimated Accuracy
 OU0518;SPC WY E     -   279,690.      236,230.      MT  (+/- 180 meters Scaled)
 OU0518
 OU0518                          SUPERSEDED SURVEY CONTROL
 OU0518
 OU0518.No superseded survey control is available for this station.
 OU0518
 OU0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH226627(NAD 83)
 OU0518_MARKER: DD = SURVEY DISK
 OU0518_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0518+WITH SETTING: INFORMATION.
 OU0518_SP_SET: METAL ROD DRIVEN INTO GROUND
 OU0518_STAMPING: U.E.
 OU0518_MARK LOGO: USGS  
 OU0518_MAGNETIC: I = MARKER IS A STEEL ROD
 OU0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0518
 OU0518  HISTORY     - Date     Condition        Report By
 OU0518  HISTORY     - 1970     MONUMENTED       USGS
 OU0518
 OU0518                          STATION DESCRIPTION
 OU0518
 OU0518'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 OU0518'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 16.1 MILES
 OU0518'(25.9 KM) NORTH ALONG THE ROAD TO LANCE CREEK TO A POINT WHERE THE
 OU0518'ROAD BENDS SHARPLY TO THE EAST, THENCE APPROXIMATELY 3.5 MILES
 OU0518'(5.6 KM) NORTH ALONG A PRIVATE ROAD (AND THEN A GRADED ROAD) STARTING
 OU0518'IN THE SE 1/4 OF S.13, T.35 N., R.66 W. TO A T-ROAD WEST , THENCE 0.5
 OU0518'MILE (0.8 KM) WEST ALONG THE GRADED ROAD, IN THE SE 1/4 OF S.12, T.35
 OU0518'N., R.66 W., APPROXIMATELY 1 MILE (1.6 KM) NORTH OF USGS BM 51 SJS
 OU0518'1970, AT A SHARP BEND IN THE GRADED ROAD, AT A ROAD JUNCTION,
 OU0518'APPROXIMATELY 800 FEET (243.8 M) EAST OF A WINDMILL, 18 FEET (5.5 M)
 OU0518'SOUTH OF A CATTLEGUARD AT A ROAD FORK WEST, A CAP SET ON A
 OU0518'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0765 ***********************************************************************
 NQ0765  DESIGNATION -  SBM 4932
 NQ0765  PID         -  NQ0765
 NQ0765  STATE/COUNTY-  WY/NIOBRARA
 NQ0765  USGS QUAD   -  COOLEY DRAW (1970)
 NQ0765
 NQ0765                         *CURRENT SURVEY CONTROL
 NQ0765  ___________________________________________________________________
 NQ0765* NAD 83(1986)-  42 59 23.     (N)    104 47 30.     (W)     SCALED    
 NQ0765* NAVD 88     -      1503.942  (meters)    4934.18   (feet)  ADJUSTED  
 NQ0765  ___________________________________________________________________
 NQ0765  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 NQ0765  DYNAMIC HT  -        1503.102 (meters)    4931.43  (feet)  COMP
 NQ0765  MODELED GRAV-     980,008.5   (mgal)                       NAVD 88
 NQ0765
 NQ0765  VERT ORDER  -  THIRD
 NQ0765
 NQ0765.The horizontal coordinates were scaled from a topographic map and have
 NQ0765.an estimated accuracy of +/- 6 seconds.
 NQ0765
 NQ0765.The orthometric height was determined by differential leveling
 NQ0765.and adjusted by the National Geodetic Survey in December 1993..
 NQ0765
 NQ0765.The geoid height was determined by GEOID03.
 NQ0765
 NQ0765.The dynamic height is computed by dividing the NAVD 88
 NQ0765.geopotential number by the normal gravity value computed on the
 NQ0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0765.degrees latitude (g = 980.6199 gals.).
 NQ0765
 NQ0765.The modeled gravity was interpolated from observed gravity values.
 NQ0765
 NQ0765;                    North         East    Units  Estimated Accuracy
 NQ0765;SPC WY E     -   276,580.      230,580.      MT  (+/- 180 meters Scaled)
 NQ0765
 NQ0765                          SUPERSEDED SURVEY CONTROL
 NQ0765
 NQ0765.No superseded survey control is available for this station.
 NQ0765
 NQ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH169596(NAD 83)
 NQ0765_MARKER: DD = SURVEY DISK
 NQ0765_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0765+WITH SETTING: INFORMATION.
 NQ0765_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0765_STAMPING: U.E.
 NQ0765_MARK LOGO: USGS  
 NQ0765_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0765
 NQ0765  HISTORY     - Date     Condition        Report By
 NQ0765  HISTORY     - 1970     MONUMENTED       USGS
 NQ0765
 NQ0765                          STATION DESCRIPTION
 NQ0765
 NQ0765'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0765'FROM THE TOM BOWER RANCH HEADQUARTERS, PROCEED 4.1 MILES (6.6 KM)
 NQ0765'WESTERLY ALONG A PRIVATE ROAD LEADING TO THE BOB MANNING RANCH, IN THE
 NQ0765'SW 1/4 OF S.21, T.35 N., R.66 W., 18 FEET (5.5 M) EAST OF THE
 NQ0765'CENTERLINE OF THE ROAD AT AN EAST-WEST FENCE CROSSING, 1 FOOT
 NQ0765'(0.3 M) SOUTH OF A FENCE, A CAP SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0731 ***********************************************************************
 NQ0731  DESIGNATION -  SBM 4945
 NQ0731  PID         -  NQ0731
 NQ0731  STATE/COUNTY-  WY/CONVERSE
 NQ0731  USGS QUAD   -  LOST SPRINGS NW (1970)
 NQ0731
 NQ0731                         *CURRENT SURVEY CONTROL
 NQ0731  ___________________________________________________________________
 NQ0731* NAD 83(1986)-  42 55 43.     (N)    104 56 55.     (W)     SCALED    
 NQ0731* NAVD 88     -      1507.938  (meters)    4947.29   (feet)  ADJUSTED  
 NQ0731  ___________________________________________________________________
 NQ0731  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 NQ0731  DYNAMIC HT  -        1507.073 (meters)    4944.46  (feet)  COMP
 NQ0731  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 NQ0731
 NQ0731  VERT ORDER  -  THIRD
 NQ0731
 NQ0731.The horizontal coordinates were scaled from a topographic map and have
 NQ0731.an estimated accuracy of +/- 6 seconds.
 NQ0731
 NQ0731.The orthometric height was determined by differential leveling
 NQ0731.and adjusted by the National Geodetic Survey in December 1993..
 NQ0731
 NQ0731.The geoid height was determined by GEOID03.
 NQ0731
 NQ0731.The dynamic height is computed by dividing the NAVD 88
 NQ0731.geopotential number by the normal gravity value computed on the
 NQ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0731.degrees latitude (g = 980.6199 gals.).
 NQ0731
 NQ0731.The modeled gravity was interpolated from observed gravity values.
 NQ0731
 NQ0731;                    North         East    Units  Estimated Accuracy
 NQ0731;SPC WY E     -   269,750.      217,800.      MT  (+/- 180 meters Scaled)
 NQ0731
 NQ0731                          SUPERSEDED SURVEY CONTROL
 NQ0731
 NQ0731.No superseded survey control is available for this station.
 NQ0731
 NQ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH041528(NAD 83)
 NQ0731_MARKER: DD = SURVEY DISK
 NQ0731_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0731+WITH SETTING: INFORMATION.
 NQ0731_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0731_STAMPING: U.E.
 NQ0731_MARK LOGO: USGS  
 NQ0731_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0731
 NQ0731  HISTORY     - Date     Condition        Report By
 NQ0731  HISTORY     - 1970     MONUMENTED       USGS
 NQ0731
 NQ0731                          STATION DESCRIPTION
 NQ0731
 NQ0731'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0731'FROM THE LOST SPRINGS RAILROAD CROSSING, PROCEED 13.85 MILES
 NQ0731'(22.29 KM) NORTH ALONG THE ROAD LEADING TO THE BOB MANNING RANCH,
 NQ0731'APPROXIMATELY 0.65 MILE (1.05 KM) SOUTH OF USGS BM 30 SJS 1970, 26
 NQ0731'FEET (7.9 M) WEST ALONG A FENCE LINE FROM A CATTLE GUARD AT A ROAD
 NQ0731'FORK, A CAP SET ON A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0747 ***********************************************************************
 NQ0747  DESIGNATION -  SBM 5224
 NQ0747  PID         -  NQ0747
 NQ0747  STATE/COUNTY-  WY/NIOBRARA
 NQ0747  USGS QUAD   -  KEELINE (1970)
 NQ0747
 NQ0747                         *CURRENT SURVEY CONTROL
 NQ0747  ___________________________________________________________________
 NQ0747* NAD 83(1986)-  42 47 39.     (N)    104 45 29.     (W)     SCALED    
 NQ0747* NAVD 88     -      1593.002  (meters)    5226.37   (feet)  ADJUSTED  
 NQ0747  ___________________________________________________________________
 NQ0747  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 NQ0747  DYNAMIC HT  -        1592.054 (meters)    5223.26  (feet)  COMP
 NQ0747  MODELED GRAV-     979,969.2   (mgal)                       NAVD 88
 NQ0747
 NQ0747  VERT ORDER  -  THIRD
 NQ0747
 NQ0747.The horizontal coordinates were scaled from a topographic map and have
 NQ0747.an estimated accuracy of +/- 6 seconds.
 NQ0747
 NQ0747.The orthometric height was determined by differential leveling
 NQ0747.and adjusted by the National Geodetic Survey in December 1993..
 NQ0747
 NQ0747.The geoid height was determined by GEOID03.
 NQ0747
 NQ0747.The dynamic height is computed by dividing the NAVD 88
 NQ0747.geopotential number by the normal gravity value computed on the
 NQ0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0747.degrees latitude (g = 980.6199 gals.).
 NQ0747
 NQ0747.The modeled gravity was interpolated from observed gravity values.
 NQ0747
 NQ0747;                    North         East    Units  Estimated Accuracy
 NQ0747;SPC WY E     -   254,870.      233,430.      MT  (+/- 180 meters Scaled)
 NQ0747
 NQ0747                          SUPERSEDED SURVEY CONTROL
 NQ0747
 NQ0747.No superseded survey control is available for this station.
 NQ0747
 NQ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH197379(NAD 83)
 NQ0747_MARKER: DD = SURVEY DISK
 NQ0747_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NQ0747+WITH SETTING: INFORMATION.
 NQ0747_SP_SET: METAL ROD DRIVEN INTO GROUND
 NQ0747_STAMPING: U.E.
 NQ0747_MARK LOGO: USGS  
 NQ0747_MAGNETIC: I = MARKER IS A STEEL ROD
 NQ0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0747
 NQ0747  HISTORY     - Date     Condition        Report By
 NQ0747  HISTORY     - 1970     MONUMENTED       USGS
 NQ0747
 NQ0747                          STATION DESCRIPTION
 NQ0747
 NQ0747'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NQ0747'FROM THE RAILROAD CROSSING AT KEELINE, WY, PROCEED 2.5 MILES (4.0 KM)
 NQ0747'NORTH ALONG THE COUNTY ROAD TO LANCE CREEK, APPROXIMATELY 300 FEET
 NQ0747'(91.4 M) EAST OF AN OLD BUILDING, 21 FEET (6.4 M) EAST AND 14 FEET
 NQ0747'(4.3 M) NORTH OF A ROAD JUNCTION EAST, 14 FEET (4.3 M) NORTH OF A
 NQ0747'WIRE GATE, 0.6 FOOT (18.3 CM) WEST OF A FENCE, A CAP SET ON A
 NQ0747'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0453 ***********************************************************************
 NR0453  DESIGNATION -  SBMP 2
 NR0453  PID         -  NR0453
 NR0453  STATE/COUNTY-  WY/FREMONT
 NR0453  USGS QUAD   -  SPLIT ROCK (1984)
 NR0453
 NR0453                         *CURRENT SURVEY CONTROL
 NR0453  ___________________________________________________________________
 NR0453* NAD 83(1993)-  42 28 48.57061(N)    107 37 31.09680(W)     ADJUSTED  
 NR0453* NAVD 88     -      1890.8    (meters)    6203.     (feet)  VERTCON   
 NR0453  ___________________________________________________________________
 NR0453  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 NR0453  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NR0453
 NR0453  HORZ ORDER  -  THIRD
 NR0453
 NR0453.The horizontal coordinates were established by classical geodetic methods
 NR0453.and adjusted by the National Geodetic Survey in January 1997..
 NR0453
 NR0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0453
 NR0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0453
 NR0453.The geoid height was determined by GEOID03.
 NR0453
 NR0453;                    North         East     Units Scale Factor Converg.
 NR0453;SPC WYWC     -   220,522.382   692,472.822   MT  1.00004267   +0 45 34.6
 NR0453;UTM  13      - 4,706,429.781   284,213.921   MT  1.00017293   -1 46 25.1
 NR0453
 NR0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0453!SPC WYWC     -   0.99970553  x   1.00004267  =   0.99974818
 NR0453!UTM  13      -   0.99970553  x   1.00017293  =   0.99987841
 NR0453
 NR0453:                Primary Azimuth Mark                     Grid Az
 NR0453:SPC WYWC     -  SPLITROCK                                196 02 56.9
 NR0453:UTM  13      -  SPLITROCK                                198 34 56.6
 NR0453
 NR0453|---------------------------------------------------------------------|
 NR0453| PID    Reference Object                     Distance      Geod. Az  |
 NR0453|                                                           dddmmss.s |
 NR0453| NR0458 SPLITROCK                           APPROX. 4.8 KM 1964831.5 |
 NR0453|---------------------------------------------------------------------|
 NR0453
 NR0453                          SUPERSEDED SURVEY CONTROL
 NR0453
 NR0453  NAD 83(1986)-  42 28 48.55805(N)    107 37 31.09377(W) AD(       ) 3
 NR0453  NAD 27      -  42 28 48.72274(N)    107 37 28.82206(W) AD(       ) 3
 NR0453  NGVD 29 (07/19/86) 1889.8    (m)         6200.     (f) VERT ANG       
 NR0453
 NR0453.Superseded values are not recommended for survey control.
 NR0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0453.See file dsdata.txt to determine how the superseded data were derived.
 NR0453
 NR0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH8421406430(NAD 83)
 NR0453
 NR0453  HISTORY     - Date     Condition        Report By
 NR0453  HISTORY     - 1948     MONUMENTED       USGS
 NR0453  HISTORY     - 1951     GOOD             USGS
 NR0453
 NR0453                          STATION DESCRIPTION
 NR0453
 NR0453'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (PEK)
 NR0453'THE STATION IS LOCATED IN SW. 1/4 OF SEC. 17, T 29 N, R 90 W.
 NR0453'
 NR0453'THE STATION IS BEST REACHED FROM A JUNCTION POINT OF THE SWEETWATER
 NR0453'RIVER AND U.S. HIGHWAY 287, LOCATED ABOUT 43 MI. E. OF LANDER,
 NR0453'WYOMING, AT A POINT KNOWN LOCALLY AS SWEETWATER STATION.  FROM THE
 NR0453'BRIDGE OVER THE SWEETWATER RIVER PROCEED E. ON HIGHWAY 287 27.4 MI.
 NR0453'TO RANCH RD. S., LOCATED ABOUT 275 FT. W. OF BRIDGE.  STATION IS
 NR0453'LOCATED ON E. SIDE OF DIRT RD., AND S. OF HIGHWAY ON FENCE LINE.
 NR0453'
 NR0453'RECOVERED AND STAMPED
 NR0453'---VABM 6192---.
 NR0453'
 NR0453'STATION MARK--A STANDARD BRONZE TABLET SET IN A CONCRETE MONUMENT,
 NR0453'STAMPED ---SBMP-2 1948 VABM 6192---.
 NR0453'
 NR0453'REFERENCE MARK NO. 1--A 3/4-IN. STEEL PIPE DRIVEN INTO THE GROUND,
 NR0453'53.59 FT., S 81 DEG 28 MIN E.
 NR0453'
 NR0453'REFERENCE MARK NO. 2--A 3/4-IN. STEEL PIPE DRIVEN INTO THE GROUND,
 NR0453'24.88 FT., S 11 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0540 ***********************************************************************
 NR0540  DESIGNATION -  SCALE
 NR0540  PID         -  NR0540
 NR0540  STATE/COUNTY-  WY/NATRONA
 NR0540  USGS QUAD   -  PATHFINDER DAM (1982)
 NR0540
 NR0540                         *CURRENT SURVEY CONTROL
 NR0540  ___________________________________________________________________
 NR0540* NAD 83(1993)-  42 29 51.92919(N)    106 50 02.87995(W)     ADJUSTED  
 NR0540* NAVD 88     -      1933.64   (+/-2cm)    6344.0    (feet)  VERTCON   
 NR0540  ___________________________________________________________________
 NR0540  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 NR0540  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 NR0540
 NR0540  HORZ ORDER  -  THIRD
 NR0540  VERT ORDER  -  THIRD ? (See Below)
 NR0540
 NR0540.The horizontal coordinates were established by classical geodetic methods
 NR0540.and adjusted by the National Geodetic Survey in January 1997..
 NR0540
 NR0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0540.The vertical order pertains to the NGVD 29 superseded value.
 NR0540
 NR0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0540
 NR0540.The geoid height was determined by GEOID03.
 NR0540
 NR0540;                    North         East     Units Scale Factor Converg.
 NR0540;SPC WYEC     -   321,985.055   441,032.695   MT  0.99995821   +0 20 14.1
 NR0540;UTM  13      - 4,706,674.065   349,288.683   MT  0.99987946   -1 14 21.5
 NR0540
 NR0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0540!SPC WYEC     -   0.99969878  x   0.99995821  =   0.99965700
 NR0540!UTM  13      -   0.99969878  x   0.99987946  =   0.99957827
 NR0540
 NR0540:                Primary Azimuth Mark                     Grid Az
 NR0540:SPC WYEC     -  CANYON                                   103 37 13.1
 NR0540:UTM  13      -  CANYON                                   105 11 48.7
 NR0540
 NR0540|---------------------------------------------------------------------|
 NR0540| PID    Reference Object                     Distance      Geod. Az  |
 NR0540|                                                           dddmmss.s |
 NR0540| NR0521 CANYON                              APPROX. 2.5 KM 1035727.2 |
 NR0540|---------------------------------------------------------------------|
 NR0540
 NR0540                          SUPERSEDED SURVEY CONTROL
 NR0540
 NR0540  NAD 83(1986)-  42 29 51.91118(N)    106 50 02.86527(W) AD(       ) 3
 NR0540  NGVD 29 (09/08/93) 1932.68   (m)         6340.8    (f) LEVELING    3  
 NR0540
 NR0540.Superseded values are not recommended for survey control.
 NR0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0540.See file dsdata.txt to determine how the superseded data were derived.
 NR0540
 NR0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH4928906674(NAD 83)
 NR0540_MARKER: DS = TRIANGULATION STATION DISK
 NR0540_SETTING: 0 = UNSPECIFIED SETTING
 NR0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0540
 NR0540  HISTORY     - Date     Condition        Report By
 NR0540  HISTORY     - 1948     MONUMENTED       USGS
 NR0540
 NR0540                          STATION DESCRIPTION
 NR0540
 NR0540'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0540'STATION LOCATED ABOUT 2.5 MI. NE. FROM PATHFINDER DAM, IN THE W. PART
 NR0540'OF SEC. 7, T 29 N, R 83 W.  IT IS ON THE E. SIDE OF PATHFINDER DAM RD.
 NR0540'ABOUT 2.0 MI. FROM THE NORTH PLATTE NARROWS.
 NR0540'
 NR0540'TO REACH FROM ALCOVA VILLAGE, FOLLOW STATE HIGHWAY 220 6.1 MI. W. FROM
 NR0540'ALCOVA POST OFFICE TO THE PATHFINDER DAM RD., THEN GO S. 4.5 MI.  THE
 NR0540'STATION IS 104.5 FT. E. OF THE CENTER OF THE RD. AND 139.9 FT. E. OF
 NR0540'1/4 SEC. CORNER.
 NR0540'
 NR0540'STATION MARK--STANDARD TABLET SET IN TOP OF A CONCRETE POST PROJECTING
 NR0540'6 IN. ABOVE THE GROUND, AND STAMPED---SCALE, 1948---, STAMPED
 NR0540'---6341---.
 NR0540'
 NR0540'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER IN TOP OF A CONCRETE
 NR0540'POST BURIED IN THE GROUND, 67.00 FT. W. OF THE STATION MARK
 NR0540'N 57 DEGREES 06 MINUTES, NE.  SPIRIT LEVEL ELEV. 6340.79 FT.
 NR0540'
 NR0540'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER IN TOP OF A CONCRETE
 NR0540'POST BURIED IN THE GROUND, 52.7 FT. N. OF THE STATION N 11 DEGREES
 NR0540'44 MINUTES, SW.  SPIRIT LEVEL ELEV. 6341.45 FT. ADJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0158 ***********************************************************************
 NS0158  DESIGNATION -  SCARLETT
 NS0158  PID         -  NS0158
 NS0158  STATE/COUNTY-  WY/FREMONT
 NS0158  USGS QUAD   -  MYERS RANCH (1951)
 NS0158
 NS0158                         *CURRENT SURVEY CONTROL
 NS0158  ___________________________________________________________________
 NS0158* NAD 83(1993)-  42 32 43.81448(N)    108 07 11.35766(W)     ADJUSTED  
 NS0158* NAVD 88     -      2056.7    (meters)    6748.     (feet)  VERTCON   
 NS0158  ___________________________________________________________________
 NS0158  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 NS0158  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 NS0158
 NS0158  HORZ ORDER  -  THIRD
 NS0158
 NS0158.The horizontal coordinates were established by classical geodetic methods
 NS0158.and adjusted by the National Geodetic Survey in January 1997..
 NS0158
 NS0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0158
 NS0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0158
 NS0158.The geoid height was determined by GEOID03.
 NS0158
 NS0158;                    North         East     Units Scale Factor Converg.
 NS0158;SPC WYWC     -   227,360.216   651,759.324   MT  0.99997045   +0 25 34.0
 NS0158;UTM  12      - 4,714,366.776   736,490.137   MT  1.00028815   +1 56 54.3
 NS0158
 NS0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0158!SPC WYWC     -   0.99967954  x   0.99997045  =   0.99965000
 NS0158!UTM  12      -   0.99967954  x   1.00028815  =   0.99996760
 NS0158
 NS0158:                Primary Azimuth Mark                     Grid Az
 NS0158:SPC WYWC     -  BRITISH                                  286 40 42.2
 NS0158:UTM  12      -  BRITISH                                  285 09 21.9
 NS0158
 NS0158|---------------------------------------------------------------------|
 NS0158| PID    Reference Object                     Distance      Geod. Az  |
 NS0158|                                                           dddmmss.s |
 NS0158| NS0159 BRITISH                             APPROX. 5.8 KM 2870616.2 |
 NS0158|---------------------------------------------------------------------|
 NS0158
 NS0158                          SUPERSEDED SURVEY CONTROL
 NS0158
 NS0158  NAD 83(1986)-  42 32 43.80053(N)    108 07 11.35858(W) AD(       ) 3
 NS0158  NAD 27      -  42 32 43.95398(N)    108 07 09.03073(W) AD(       ) 3
 NS0158  NGVD 29 (07/19/86) 2055.6    (m)         6744.     (f) VERT ANG       
 NS0158
 NS0158.Superseded values are not recommended for survey control.
 NS0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0158.See file dsdata.txt to determine how the superseded data were derived.
 NS0158
 NS0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3649014367(NAD 83)
 NS0158_MARKER: DD = SURVEY DISK
 NS0158_SETTING: 0 = UNSPECIFIED SETTING
 NS0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0158
 NS0158  HISTORY     - Date     Condition        Report By
 NS0158  HISTORY     - 1948     MONUMENTED       USGS
 NS0158
 NS0158                          STATION DESCRIPTION
 NS0158
 NS0158'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NS0158'STATION IS LOCATED NEAR CENTER OF SEC. 30, T.30N.,R.94W.
 NS0158'STATION IS BEST REACHED FROM JUNCTION POINT OF SWEETWATER RIVER AND
 NS0158'U.S.HIGHWAY 287 LOCATED ABOUT 43 MI.E.OF LANDER,WYOMING,AT A POINT
 NS0158'KNOWN LOCALLY AS SWEETWATER STATION. FROM THE BRIDGE OVER THE
 NS0158'SWEETWATER RIVER AND ON U.S. HIGHWAY 287 PROCEED E. ON U.S. HIGHWAY
 NS0158'287 FOR 2.7 MI. TO RANCH RD.N.AND SCARLETT RANCH. PROCEED N. ON RANCH
 NS0158'RD.0.3 MI.STATION LIES ABOUT 400 FT.E.OF RD.AND ON THE HIGHEST POINT
 NS0158'OF A HILL.
 NS0158'
 NS0158'STATION MARK - STANDARD BRONZE TABLET SET IN A PRE-CAST CONCRETE
 NS0158'MONUMENT STAMPED ---SCARLETT 1948---.
 NS0158'
 NS0158'REFERENCE MARK NO.1 - A STANDARD USGS BRONZE TABLET SET IN A POURED
 NS0158'CONCRETE MONUMENT 36.15 FT. FROM STATION, S 52 DEG 52 MIN W.
 NS0158'
 NS0158'REFERENCE MARK NO.2 - A STANDARD USGS BRONZE TABLET SET IN A POURED
 NS0158'CONCRETE MONUMENT, 34.01 FT. FROM STATION, N 27 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0460 ***********************************************************************
 PV0460  DESIGNATION -  SCHOOLMARM
 PV0460  PID         -  PV0460
 PV0460  STATE/COUNTY-  WY/CROOK
 PV0460  USGS QUAD   -  SCHOOLMARM BUTTE (1984)
 PV0460
 PV0460                         *CURRENT SURVEY CONTROL
 PV0460  ___________________________________________________________________
 PV0460* NAD 83(1993)-  44 35 48.60043(N)    104 13 25.47250(W)     ADJUSTED  
 PV0460* NAVD 88     -      1411.9    (meters)    4632.     (feet)  VERTCON   
 PV0460  ___________________________________________________________________
 PV0460  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 PV0460  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 PV0460
 PV0460  HORZ ORDER  -  THIRD
 PV0460
 PV0460.The horizontal coordinates were established by classical geodetic methods
 PV0460.and adjusted by the National Geodetic Survey in January 1998..
 PV0460
 PV0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0460
 PV0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0460
 PV0460.The geoid height was determined by GEOID03.
 PV0460
 PV0460;                    North         East     Units Scale Factor Converg.
 PV0460;SPC WY E     -   455,496.680   274,861.503   MT  1.00000639   +0 39 43.5
 PV0460;UTM  13      - 4,938,458.326   561,608.537   MT  0.99964668   +0 32 42.1
 PV0460
 PV0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0460!SPC WY E     -   0.99978090  x   1.00000639  =   0.99978728
 PV0460!UTM  13      -   0.99978090  x   0.99964668  =   0.99942765
 PV0460
 PV0460:                Primary Azimuth Mark                     Grid Az
 PV0460:SPC WY E     -  SAGER                                    069 55 56.0
 PV0460:UTM  13      -  SAGER                                    070 02 57.4
 PV0460
 PV0460|---------------------------------------------------------------------|
 PV0460| PID    Reference Object                     Distance      Geod. Az  |
 PV0460|                                                           dddmmss.s |
 PV0460| PV0459 SAGER                               APPROX. 5.6 KM 0703539.5 |
 PV0460|---------------------------------------------------------------------|
 PV0460
 PV0460                          SUPERSEDED SURVEY CONTROL
 PV0460
 PV0460  NAD 83(1993)-  44 35 48.59919(N)    104 13 25.47315(W) AD(       ) 3
 PV0460  NAD 83(1986)-  44 35 48.59088(N)    104 13 25.46386(W) AD(       ) 3
 PV0460  NAD 27      -  44 35 48.64338(N)    104 13 23.66673(W) AD(       ) 3
 PV0460  NGVD 29 (07/19/86) 1411.3    (m)         4630.     (f) VERT ANG       
 PV0460
 PV0460.Superseded values are not recommended for survey control.
 PV0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0460.See file dsdata.txt to determine how the superseded data were derived.
 PV0460
 PV0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK6160938458(NAD 83)
 PV0460_MARKER: DD = SURVEY DISK
 PV0460_SETTING: 0 = UNSPECIFIED SETTING
 PV0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0460
 PV0460  HISTORY     - Date     Condition        Report By
 PV0460  HISTORY     - 1953     MONUMENTED       USGS
 PV0460
 PV0460                          STATION DESCRIPTION
 PV0460
 PV0460'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PV0460'STATION IS LOCATED ABOUT 3.0 MI. (AIRLINE) SW. OF ALADDIN, ABOUT 2.0
 PV0460'MI. NE. OF FARRALL, ON THE HIGHEST POINT OF A HIGH PROMINENT BUTTE
 PV0460'KNOWN AS SCHOOLMARM BUTTE, IN SEC. 7, T 53 N, R 61 W.
 PV0460'
 PV0460'TO REACH FROM ALADDIN POST OFFICE, GO W. ON STATE SECONDARY 111 0.4
 PV0460'MI. TO A T-RD. S., TURN LEFT (S.) AND GO 2.8 MI. TO A T-RD. W., ABOUT
 PV0460'100 FT. S. OF RANCH BUILDINGS, TURN RIGHT (W.) THRU GATE AND GO 0.8
 PV0460'MI. TO N-S. FENCE LINE.  GO THRU GATE AND CONTINUE 0.1 MI. W. ON RD.,
 PV0460'TURN LEFT (SW.) OFF OF RD. AND GO 1.0 MI. TO S. SIDE OF BUTTE, LEAVE
 PV0460'VEHICLE AND GO N. ABOUT 300 FT. TO TOP OF BUTTE AND STATION.
 PV0460'
 PV0460'STATION MARK--A STANDARD TABLET STAMPED ---SCHOOLMARM 1953--- AND SET
 PV0460'IN A 4 IN. IRON PIPE.
 PV0460'
 PV0460'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0374 ***********************************************************************
 PX0374  DESIGNATION -  SCRF 1
 PX0374  PID         -  PX0374
 PX0374  STATE/COUNTY-  WY/PARK
 PX0374  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0374
 PX0374                         *CURRENT SURVEY CONTROL
 PX0374  ___________________________________________________________________
 PX0374* NAD 83(1993)-  44 14 50.34024(N)    108 45 26.36648(W)     ADJUSTED  
 PX0374* NAVD 88     -      1756.3    (meters)    5762.     (feet)  VERTCON   
 PX0374  ___________________________________________________________________
 PX0374  LAPLACE CORR-         -12.48  (seconds)                    DEFLEC99
 PX0374  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 PX0374
 PX0374  HORZ ORDER  -  THIRD
 PX0374
 PX0374.The horizontal coordinates were established by classical geodetic methods
 PX0374.and adjusted by the National Geodetic Survey in January 1997..
 PX0374
 PX0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0374
 PX0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0374
 PX0374.The geoid height was determined by GEOID03.
 PX0374
 PX0374;                    North         East     Units Scale Factor Converg.
 PX0374;SPC WYWC     -   416,228.143   599,415.050   MT  0.99993750   -0 00 18.4
 PX0374;UTM  12      - 4,901,788.174   679,057.250   MT  0.99999432   +1 33 54.9
 PX0374
 PX0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0374!SPC WYWC     -   0.99972663  x   0.99993750  =   0.99966415
 PX0374!UTM  12      -   0.99972663  x   0.99999432  =   0.99972096
 PX0374
 PX0374:                Primary Azimuth Mark                     Grid Az
 PX0374:SPC WYWC     -  SLEEPER                                  226 05 35.4
 PX0374:UTM  12      -  SLEEPER                                  224 31 22.1
 PX0374
 PX0374|---------------------------------------------------------------------|
 PX0374| PID    Reference Object                     Distance      Geod. Az  |
 PX0374|                                                           dddmmss.s |
 PX0374| PX0375 SLEEPER                             APPROX. 3.1 KM 2260517.0 |
 PX0374|---------------------------------------------------------------------|
 PX0374
 PX0374                          SUPERSEDED SURVEY CONTROL
 PX0374
 PX0374  NAD 83(1986)-  44 14 50.33062(N)    108 45 26.35907(W) AD(       ) 3
 PX0374  NAD 27      -  44 14 50.49736(N)    108 45 23.89892(W) AD(       ) 3
 PX0374  NGVD 29 (07/19/86) 1755.2    (m)         5759.     (f) VERT ANG       
 PX0374
 PX0374.Superseded values are not recommended for survey control.
 PX0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0374.See file dsdata.txt to determine how the superseded data were derived.
 PX0374
 PX0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ7905701788(NAD 83)
 PX0374_MARKER: DD = SURVEY DISK
 PX0374_SETTING: 66 = SET IN ROCK OUTCROP
 PX0374_SP_SET: SET IN ROCK OUTCROP
 PX0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0374+STABILITY: POSITION/ELEVATION WELL
 PX0374
 PX0374  HISTORY     - Date     Condition        Report By
 PX0374  HISTORY     - 1948     MONUMENTED       USGS
 PX0374
 PX0374                          STATION DESCRIPTION
 PX0374
 PX0374'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0374'STATION LOCATED ABOUT 2 MI. SE. OF GREYBULL RIVER, ABOUT 2 MI. NE. OF
 PX0374'SLEEPER TRIANGULATION STATION, ABOUT 0.7 MI. E. OF TRAIL SE. OF
 PX0374'SLEEPER RANCH, 110 FT. SE. OF TRAIL Y, IN ROCK OUTCROP, 56 FT. E. OF
 PX0374'CENTER OF TRAIL RD.
 PX0374'
 PX0374'TO REACH STATION FROM CODY POST OFFICE, FOLLOW STATE HIGHWAY 420 S.
 PX0374'TOWARD MEETEETSE ABOUT 24 MI. TO GRAVEL RD. LEFT ALONG N. SIDE OF
 PX0374'GREYBULL RIVER, TURN E. ON GRAVEL RD. AND 0.7 MI. TO SLEEPER RANCH,
 PX0374'CROSS BRIDGE AND FOLLOW S. ABOUT 2 MI. UP DRAW FROM SLEEPER RANCH TO
 PX0374'TRAIL LEFT, TURN LEFT AND FOLLOW TRAIL ABOUT 0.8 MI. TO FORK AND
 PX0374'STATION.
 PX0374'
 PX0374'STATION MARK - STANDARD TABLET STAMPED ---SCRF - 1948---, CEMENTED IN
 PX0374'ROCK OUTCROP.
 PX0374'
 PX0374'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0186 ***********************************************************************
 NS0186  DESIGNATION -  SCS 1
 NS0186  PID         -  NS0186
 NS0186  STATE/COUNTY-  WY/FREMONT
 NS0186  USGS QUAD   -  ARAPAHOE (1978)
 NS0186
 NS0186                         *CURRENT SURVEY CONTROL
 NS0186  ___________________________________________________________________
 NS0186* NAD 83(1993)-  42 59 16.14702(N)    108 22 43.25140(W)     ADJUSTED  
 NS0186* NAVD 88     -      1534.     (meters)    5033.     (feet)  SCALED    
 NS0186  ___________________________________________________________________
 NS0186  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 NS0186  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 NS0186
 NS0186  HORZ ORDER  -  THIRD
 NS0186
 NS0186.The horizontal coordinates were established by classical geodetic methods
 NS0186.and adjusted by the National Geodetic Survey in January 1997..
 NS0186
 NS0186.The orthometric height was scaled from a topographic map.
 NS0186
 NS0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0186
 NS0186.The geoid height was determined by GEOID03.
 NS0186
 NS0186;                    North         East     Units Scale Factor Converg.
 NS0186;SPC WYWC     -   276,367.507   630,281.818   MT  0.99994878   +0 15 11.5
 NS0186;UTM  12      - 4,762,796.555   713,706.951   MT  1.00016188   +1 47 16.8
 NS0186
 NS0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0186!SPC WYWC     -   0.99976168  x   0.99994878  =   0.99971047
 NS0186!UTM  12      -   0.99976168  x   1.00016188  =   0.99992352
 NS0186
 NS0186:                Primary Azimuth Mark                     Grid Az
 NS0186:SPC WYWC     -  SCS 1 AZ MK                              037 06 13.7
 NS0186:UTM  12      -  SCS 1 AZ MK                              035 34 08.4
 NS0186
 NS0186|---------------------------------------------------------------------|
 NS0186| PID    Reference Object                     Distance      Geod. Az  |
 NS0186|                                                           dddmmss.s |
 NS0186| CP6599 SCS 1 AZ MK                                        0372125.2 |
 NS0186| CP6600 SCS 1 RM 1                                         08355     |
 NS0186| CP6601 SCS 1 RM 2                                         14908     |
 NS0186| OW0271 RIVERTON MUNICIPAL TANK             APPROX. 4.2 KM 3430212.6 |
 NS0186|---------------------------------------------------------------------|
 NS0186
 NS0186                          SUPERSEDED SURVEY CONTROL
 NS0186
 NS0186  NAD 83(1986)-  42 59 16.13172(N)    108 22 43.25534(W) AD(       ) 3
 NS0186  NAD 27      -  42 59 16.26600(N)    108 22 40.86300(W) AD(       ) 3
 NS0186
 NS0186.Superseded values are not recommended for survey control.
 NS0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0186.See file dsdata.txt to determine how the superseded data were derived.
 NS0186
 NS0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1370762797(NAD 83)
 NS0186_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NS0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0186
 NS0186  HISTORY     - Date     Condition        Report By
 NS0186  HISTORY     - 1936     MONUMENTED       CGS
 NS0186
 NS0186                          STATION DESCRIPTION
 NS0186
 NS0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0186'ABOUT 1-1/2 MILES SOUTH OF RIVERTON, ON TOP OF LOW-ROLLING
 NS0186'MESA LYING ALONG SOUTH SIDE OF WIND RIVER AND EAST OF BEAVER
 NS0186'CREEK, ABOUT 0.2 MILE WEST OF SANDRAW ROAD, ON LOW, GRAVELLY
 NS0186'POINT AT NORTHWEST CORNER OF MESA, ON SOUTHEAST SIDE OF WIDE
 NS0186'COMPARATIVELY SHALLOW DRAW, 20 YARDS WEST OF HIGH POINT OF
 NS0186'MESA, AND 15 FEET SOUTHEAST OF EXTREME NORTHWEST EDGE OF POINT.
 NS0186'STATION IS IN POSITION OF TRAVERSE STATION OF SOIL CONSERVATION
 NS0186'SERVICE.  TO REACH STATION FROM RIVERTON, INTERSECTION OF
 NS0186'MAIN STREET AND U.S. HIGHWAY 320.  FOLLOW HIGHWAY SOUTHERLY
 NS0186'1.1 MILES.  BEAR LEFT ONTO SANDRAW ROAD JUST AFTER CROSSING
 NS0186'WIND RIVER BRIDGE, AND GO 1.6 MILES TO TOP OF HILL OR 0.3
 NS0186'MILE PAST T-ROAD EAST AT 2 STONE CAIRNS.  TURN RIGHT AND GO
 NS0186'ACROSS COUNTRY NORTHWEST ALONG TOP OF MESA 0.3 MILE TO
 NS0186'NORTHWEST CORNER OF MESA AND STATION.  STATION
 NS0186'ORIGINALLY MARKED BY 1 1/4-INCH GAS PIPE ABOUT 14 INCHES
 NS0186'LONG.  RE-MARKED WITH SURFACE AND UNDERGROUND MARKS,
 NS0186'STANDARD STATION DISKS IN CONCRETE.
 NS0186'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 NS0186'CONCRETE.  NO. 1 IS ON HIGH POINT OF MESA,
 NS0186'12.972 METERS (42.56 FEET) EAST OF STATION N 83 DEG 55 MIN E.
 NS0186'NO. 2 IS AT NORTHWEST CREST OF MESA, AND 15.907
 NS0186'METERS (52.19 FEET) SOUTHEAST OF STATION S 30 DEG 52 MIN E.
 NS0186'DISTANCE BETWEEN REFERENCE MARKS IS 15.549 METERS
 NS0186'(51.01 FEET).  AZIMUTH MARK IS ON SANDRAW ROAD, 0.45 MILE
 NS0186'SOUTH ALONG ROAD FROM IRON DECK TRUSS BRIDGE, 150 YARDS
 NS0186'NORTH ALONG ROAD FROM T-ROAD EAST AT 2 STONE CAIRNS, 30 FEET
 NS0186'EAST OF CENTER LINE OF SANDRAW ROAD, ON FENCE LINE, AND
 NS0186'APPROXIMATELY 0.25 MILE NORTHEAST OF STATION N 37 DEG 21 MIN E.
 NS0186'BEARING FROM STATION TO CHURCH SPIRE,
 NS0186'DISTANT ABOUT 1/2 MILE, IS S 82 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0265 ***********************************************************************
 OW0265  DESIGNATION -  SCS 105
 OW0265  PID         -  OW0265
 OW0265  STATE/COUNTY-  WY/FREMONT
 OW0265  USGS QUAD   -  RIVERTON EAST (1978)
 OW0265
 OW0265                         *CURRENT SURVEY CONTROL
 OW0265  ___________________________________________________________________
 OW0265* NAD 83(1993)-  43 01 34.38919(N)    108 18 57.86559(W)     ADJUSTED  
 OW0265* NAVD 88     -      1573.     (meters)    5161.     (feet)  SCALED    
 OW0265  ___________________________________________________________________
 OW0265  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 OW0265  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 OW0265
 OW0265  HORZ ORDER  -  THIRD
 OW0265
 OW0265.The horizontal coordinates were established by classical geodetic methods
 OW0265.and adjusted by the National Geodetic Survey in January 1997..
 OW0265
 OW0265.The orthometric height was scaled from a topographic map.
 OW0265
 OW0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0265
 OW0265.The geoid height was determined by GEOID03.
 OW0265
 OW0265;                    North         East     Units Scale Factor Converg.
 OW0265;SPC WYWC     -   280,657.746   635,365.529   MT  0.99995288   +0 17 45.9
 OW0265;UTM  12      - 4,767,222.462   718,674.996   MT  1.00018830   +1 49 55.4
 OW0265
 OW0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0265!SPC WYWC     -   0.99975560  x   0.99995288  =   0.99970849
 OW0265!UTM  12      -   0.99975560  x   1.00018830  =   0.99994385
 OW0265
 OW0265|---------------------------------------------------------------------|
 OW0265| PID    Reference Object                     Distance      Geod. Az  |
 OW0265|                                                           dddmmss.s |
 OW0265| CP6603 SCS 105 RM 1                         14.800 METERS 05747     |
 OW0265| CP6602 SCS 105 AZ MK                                      1653320.9 |
 OW0265| OW0264 FLAG                                 19.600 METERS 25102     |
 OW0265| CP6604 SCS 105 RM 2                         13.840 METERS 32058     |
 OW0265|---------------------------------------------------------------------|
 OW0265
 OW0265                          SUPERSEDED SURVEY CONTROL
 OW0265
 OW0265  NAD 83(1986)-  43 01 34.37404(N)    108 18 57.86940(W) AD(       ) 3
 OW0265  NAD 27      -  43 01 34.52800(N)    108 18 55.51000(W) AD(       ) 3
 OW0265
 OW0265.Superseded values are not recommended for survey control.
 OW0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0265.See file dsdata.txt to determine how the superseded data were derived.
 OW0265
 OW0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1867567222(NAD 83)
 OW0265_MARKER: DS = TRIANGULATION STATION DISK
 OW0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0265
 OW0265  HISTORY     - Date     Condition        Report By
 OW0265  HISTORY     - 1936     MONUMENTED       CGS
 OW0265
 OW0265                          STATION DESCRIPTION
 OW0265
 OW0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0265'TRAVERSE STATION OF THE SOIL CONSERVATION SERVICE LOCATED ON
 OW0265'SECOND RIM EAST OF WIND RIVER, AND ABOUT 4 MILES EAST OF RIVERTON.
 OW0265'TO REACH FROM INTERSECTION OF EAST MAIN STREET AND U.S. HIGHWAY
 OW0265'320 IN RIVERTON, FOLLOW ROAD SOUTHERLY TOWARDS LANDER 1.1 MILES
 OW0265'TO Y JUST BEYOND WIND RIVER STEEL BRIDGE.  TURN LEFT OFF PAVEMENT
 OW0265'ONTO SANDRAW ROAD AND GO 1.3 MILES TO T-ROAD LEFT RUNNING EAST
 OW0265'BETWEEN TWO STONE CAIRNS IN FENCE LINE.  TURN LEFT ONTO THIS
 OW0265'ROAD AND GO 0.5 MILE TO FENCE CORNER ON LEFT AND Y.  BEAR LEFT
 OW0265'(NORTH) AND GO 1.6 MILES TO Y.  BEAR RIGHT ON DIMMER ROAD AND
 OW0265'GO 0.2 MILE TO ROAD INTERSECTION.  KEEP STRAIGHT AHEAD 0.8
 OW0265'MILE TO Y.  BEAR LEFT AND FOLLOW WINDING ROAD ACROSS WASHES
 OW0265'AND UP MESA 1.6 MILES.  TURN LEFT (WEST) AND DRIVE ACROSS
 OW0265'COUNTRY 0.1 MILE TO STATION.  SURFACE AND UNDERGROUND MARKS
 OW0265'ARE STANDARD DISKS IN CONCRETE.  REFERENCE
 OW0265'AND AZIMUTH MARKS ARE STANDARD DISKS IN CONCRETE,
 OW0265'NO. 1 IS 14.800 METERS (48.56 FEET) NORTHEAST OF STATION
 OW0265'N 57 DEG 47 MIN E.  AND NO. 2 IS 13.840 METERS
 OW0265'(45.41 FEET) NORTHWEST N 39 DEG 02 MIN W.
 OW0265'AZIMUTH MARK IS ON WEST SIDE OF ROAD TO STATION, AT POINT
 OW0265'WHERE TELEPHONE LINE CROSSES ROAD, AND 0.4 MILE SOUTH OF
 OW0265'STATION S 14 DEG 27 MIN E.  U.S.G.S. FLAG
 OW0265'IS 19.600 METERS (64.30 FEET) WEST
 OW0265'OF STATION S 71 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0178 ***********************************************************************
 NS0178  DESIGNATION -  SCS 34
 NS0178  PID         -  NS0178
 NS0178  STATE/COUNTY-  WY/FREMONT
 NS0178  USGS QUAD   -  ARAPAHOE NE (1978)
 NS0178
 NS0178                         *CURRENT SURVEY CONTROL
 NS0178  ___________________________________________________________________
 NS0178* NAD 83(1993)-  42 55 37.77305(N)    108 19 57.86369(W)     ADJUSTED  
 NS0178* NAVD 88     -      1655.     (meters)    5430.     (feet)  SCALED    
 NS0178  ___________________________________________________________________
 NS0178  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 NS0178  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 NS0178
 NS0178  HORZ ORDER  -  THIRD
 NS0178
 NS0178.The horizontal coordinates were established by classical geodetic methods
 NS0178.and adjusted by the National Geodetic Survey in January 1997..
 NS0178
 NS0178.The orthometric height was scaled from a topographic map.
 NS0178
 NS0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0178
 NS0178.The geoid height was determined by GEOID03.
 NS0178
 NS0178;                    North         East     Units Scale Factor Converg.
 NS0178;SPC WYWC     -   269,646.723   634,061.848   MT  0.99995177   +0 17 03.1
 NS0178;UTM  12      - 4,756,177.899   717,666.417   MT  1.00018290   +1 49 02.3
 NS0178
 NS0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0178!SPC WYWC     -   0.99974269  x   0.99995177  =   0.99969447
 NS0178!UTM  12      -   0.99974269  x   1.00018290  =   0.99992554
 NS0178
 NS0178|---------------------------------------------------------------------|
 NS0178| PID    Reference Object                     Distance      Geod. Az  |
 NS0178|                                                           dddmmss.s |
 NS0178| CP6606 SCS 34 RM 1                          14.572 METERS 08122     |
 NS0178| CP6605 SCS 34 AZ MK                                       0924339.9 |
 NS0178| CP6607 SCS 34 RM 2                          15.132 METERS 16303     |
 NS0178|---------------------------------------------------------------------|
 NS0178
 NS0178                          SUPERSEDED SURVEY CONTROL
 NS0178
 NS0178  NAD 83(1986)-  42 55 37.75794(N)    108 19 57.86780(W) AD(       ) 3
 NS0178  NAD 27      -  42 55 37.89500(N)    108 19 55.49100(W) AD(       ) 3
 NS0178
 NS0178.Superseded values are not recommended for survey control.
 NS0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0178.See file dsdata.txt to determine how the superseded data were derived.
 NS0178
 NS0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1766656178(NAD 83)
 NS0178_MARKER: DS = TRIANGULATION STATION DISK
 NS0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0178
 NS0178  HISTORY     - Date     Condition        Report By
 NS0178  HISTORY     - 1936     MONUMENTED       CGS
 NS0178
 NS0178                          STATION DESCRIPTION
 NS0178
 NS0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0178'TRAVERSE STATION OF THE SOIL CONSERVATION SERVICE, ABOUT 1/4
 NS0178'MILE WEST OF SANDRAW ROAD, ON HILL KNOWN LOCALLY AS SEVEN
 NS0178'MILE HILL, ABOUT 7 MILES SOUTHEAST OF RIVERTON AND 21 MILES
 NS0178'NORTHEAST OF LANDER.  TO REACH FROM JUNCTION OF EAST MAIN
 NS0178'STREET AND U.S. HIGHWAY 320 IN RIVERTON, FOLLOW HIGHWAY
 NS0178'SOUTHERLY TOWARD LANDER 1.1 MILES TO Y JUST ACROSS WIND RIVER
 NS0178'STEEL BRIDGE.  BEAR LEFT ONTO SANDRAW ROAD AND GO SOUTHEASTERLY
 NS0178'6.3 MILES TO TOP OF GRADE WHERE GRADE DROPS TOWARD SOUTH AND
 NS0178'DIM ROAD COMES IN FROM EAST.  TURN SHARPLY BACK TO RIGHT AND
 NS0178'FOLLOW DIM ROAD 0.4 MILE TO EDGE OF RIM AND STATION ON LEFT.
 NS0178'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 NS0178'CONCRETE.  REFERENCE MARKS ARE STANDARD
 NS0178'DISKS IN CONCRETE.  NO. 1 IS 14.572 METERS (47.81
 NS0178'FEET) EAST OF STATION N 81 DEG 22 MIN E.  NO. 2 IS
 NS0178'15.132 METERS (49.65 FEET) SOUTH S 16 DEG 57 MIN E.
 NS0178'AZIMUTH MARK IS STANDARD DISK IN LARGE BOULDER,
 NS0178'100 YARDS SOUTH OF ROAD TO STATION, AND ABOUT 0.3 MILE
 NS0178'EAST OF STATION S 87 DEG 16 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0180 ***********************************************************************
 NS0180  DESIGNATION -  SCS 45
 NS0180  PID         -  NS0180
 NS0180  STATE/COUNTY-  WY/FREMONT
 NS0180  USGS QUAD   -  ARAPAHOE NE (1978)
 NS0180
 NS0180                         *CURRENT SURVEY CONTROL
 NS0180  ___________________________________________________________________
 NS0180* NAD 83(1993)-  42 55 08.69496(N)    108 17 28.66096(W)     ADJUSTED  
 NS0180* NAVD 88     -      1680.     (meters)    5512.     (feet)  SCALED    
 NS0180  ___________________________________________________________________
 NS0180  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 NS0180  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 NS0180
 NS0180  HORZ ORDER  -  SECOND
 NS0180
 NS0180.The horizontal coordinates were established by classical geodetic methods
 NS0180.and adjusted by the National Geodetic Survey in January 1997..
 NS0180
 NS0180.The orthometric height was scaled from a topographic map.
 NS0180
 NS0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0180
 NS0180.The geoid height was determined by GEOID03.
 NS0180
 NS0180;                    North         East     Units Scale Factor Converg.
 NS0180;SPC WYWC     -   268,767.080   637,450.007   MT  0.99995475   +0 18 44.5
 NS0180;UTM  12      - 4,755,389.026   721,077.712   MT  1.00020132   +1 50 43.0
 NS0180
 NS0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0180!SPC WYWC     -   0.99973877  x   0.99995475  =   0.99969353
 NS0180!UTM  12      -   0.99973877  x   1.00020132  =   0.99994004
 NS0180
 NS0180                          SUPERSEDED SURVEY CONTROL
 NS0180
 NS0180  NAD 83(1986)-  42 55 08.67998(N)    108 17 28.66293(W) AD(       ) 2
 NS0180  NAD 27      -  42 55 08.82800(N)    108 17 26.30900(W) AD(       ) 2
 NS0180
 NS0180.Superseded values are not recommended for survey control.
 NS0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0180.See file dsdata.txt to determine how the superseded data were derived.
 NS0180
 NS0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2107855389(NAD 83)
 NS0180_MARKER: I = METAL ROD
 NS0180_SETTING: 0 = UNSPECIFIED SETTING
 NS0180_MARK LOGO: SCS   
 NS0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0180
 NS0180  HISTORY     - Date     Condition        Report By
 NS0180  HISTORY     - 1936     MONUMENTED       SCS
 NS0180
 NS0180                          STATION DESCRIPTION
 NS0180
 NS0180'DESCRIBED BY SOIL CONSERVATION SERVICE 1936 (JB)
 NS0180'TRAVERSE STATION OF SOIL CONSERVATION SERVICE, MARKED BY IRON
 NS0180'PIPE, AND 1.979 METERS (6.49 FEET) SOUTHEAST OF STATION S.C.S.
 NS0180'NO. 45 ECCENTRIC (SEE DESCRIPTION THEREOF) S 42 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0179 ***********************************************************************
 NS0179  DESIGNATION -  SCS 45 ECC
 NS0179  PID         -  NS0179
 NS0179  STATE/COUNTY-  WY/FREMONT
 NS0179  USGS QUAD   -  ARAPAHOE NE (1978)
 NS0179
 NS0179                         *CURRENT SURVEY CONTROL
 NS0179  ___________________________________________________________________
 NS0179* NAD 83(1993)-  42 55 08.74209(N)    108 17 28.72013(W)     ADJUSTED  
 NS0179* NAVD 88     -      1680.     (meters)    5512.     (feet)  SCALED    
 NS0179  ___________________________________________________________________
 NS0179  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 NS0179  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 NS0179
 NS0179  HORZ ORDER  -  THIRD
 NS0179
 NS0179.The horizontal coordinates were established by classical geodetic methods
 NS0179.and adjusted by the National Geodetic Survey in January 1997..
 NS0179
 NS0179.The orthometric height was scaled from a topographic map.
 NS0179
 NS0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0179
 NS0179.The geoid height was determined by GEOID03.
 NS0179
 NS0179;                    North         East     Units Scale Factor Converg.
 NS0179;SPC WYWC     -   268,768.527   637,448.657   MT  0.99995475   +0 18 44.5
 NS0179;UTM  12      - 4,755,390.437   721,076.323   MT  1.00020131   +1 50 43.0
 NS0179
 NS0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0179!SPC WYWC     -   0.99973877  x   0.99995475  =   0.99969353
 NS0179!UTM  12      -   0.99973877  x   1.00020131  =   0.99994003
 NS0179
 NS0179|---------------------------------------------------------------------|
 NS0179| PID    Reference Object                     Distance      Geod. Az  |
 NS0179|                                                           dddmmss.s |
 NS0179| NS0180 SCS 45                                1.979 METERS 13718     |
 NS0179| CP6609 SCS 45 ECC RM 1                                    24837     |
 NS0179| CP6608 SCS 45 ECC AZ MK                                   2545113.4 |
 NS0179| OW0271 RIVERTON MUNICIPAL TANK             APPROX.14.4 KM 3242625.8 |
 NS0179| CP6610 SCS 45 ECC RM 2                                    34332     |
 NS0179|---------------------------------------------------------------------|
 NS0179
 NS0179                          SUPERSEDED SURVEY CONTROL
 NS0179
 NS0179  NAD 83(1986)-  42 55 08.72710(N)    108 17 28.72211(W) AD(       ) 3
 NS0179  NAD 27      -  42 55 08.87500(N)    108 17 26.36800(W) AD(       ) 3
 NS0179
 NS0179.Superseded values are not recommended for survey control.
 NS0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0179.See file dsdata.txt to determine how the superseded data were derived.
 NS0179
 NS0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2107655390(NAD 83)
 NS0179_MARKER: DS = TRIANGULATION STATION DISK
 NS0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0179
 NS0179  HISTORY     - Date     Condition        Report By
 NS0179  HISTORY     - 1936     MONUMENTED       SCS
 NS0179
 NS0179                          STATION DESCRIPTION
 NS0179
 NS0179'DESCRIBED BY SOIL CONSERVATION SERVICE 1936 (JB)
 NS0179'ABOUT 9 MILES SOUTHEAST OF RIVERTON, ON ROLLING TREELESS RIDGE
 NS0179'KNOWN LOCALLY AS NINE MILE HILL, 0.45 MILE EAST OF SANDRAW
 NS0179'ROAD, ALONG ROAD LEADING EAST TO OIL FIELDS, 0.25 MILE EAST
 NS0179'OF SOUTHEAST CORNER OF FENCE, ABOUT ON RANGE WITH SOUTH FENCE
 NS0179'LINE AND LOW SLANTING HILL ON NEAR HORIZON TO EAST, 39 FEET NORTH
 NS0179'OF CENTER OF OIL FIELD ROAD, AND EAST OF LOCAL HIGH POINT WHICH
 NS0179'OCCURS AT ROAD JUNCTION.  TO REACH FROM JUNCTION OF EAST
 NS0179'MAIN STREET AND U.S. HIGHWAY 320 IN RIVERTON, FOLLOW HIGHWAY
 NS0179'320 SOUTHERLY 1.1 MILES, BEAR LEFT ONTO SANDRAW ROAD JUST
 NS0179'AFTER CROSSING WIND RIVER BRIDGE AND GO 7.9 MILES.  TAKE
 NS0179'LEFT FORK AT FENCE CORNER ON LEFT AT TOP OF HILL AND GO EAST
 NS0179'0.45 MILE TO STATION ON LEFT.  STATION S.C.S. NO. 45 (SEE
 NS0179'GEOGRAPHIC POSITION AND DESCRIPTION THEREOF) IS DISTANT 1.979
 NS0179'METERS (6.49 FEET) S 42 DEG 42 MIN E.  SURFACE AND
 NS0179'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 NS0179'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 NS0179'CONCRETE.  NO. 1 IS 35 FEET NORTH OF CENTER OF
 NS0179'OIL FIELD ROAD, AND 12.019 METERS (39.43 FEET) WEST OF
 NS0179'STATION S 68 DEG 37 MIN W.  NO. 2 IS 12.873 METERS
 NS0179'(42.23 FEET) NORTH OF STATION N 16 DEG 28 MIN W.  DISTANCE
 NS0179'BETWEEN REFERENCE MARKS IS 18.372 METERS (60.28 FEET).  AZIMUTH MARK
 NS0179'IS ON OIL FIELD ROAD, 0.2 MILE EAST OF ITS JUNCTION WITH
 NS0179'SANDRAW ROAD, 45 FEET NORTH OF CENTER OF OIL FIELD ROAD, 12
 NS0179'FEET SOUTH OF FENCE, ABOUT 100 YARDS WEST ALONG FENCE FROM
 NS0179'ITS SOUTHEAST CORNER, AND APPROXIMTELY 0.3 MILE WEST OF STATION
 NS0179'S 74 DEG 51 MIN W.  BEARING FROM STATION TO RIVERTON,
 NS0179'MUNICIPAL WATER TANK, FINIAL (SEE GEOGRAPHIC POSITION THEREOF),
 NS0179'DISTANT ABOUT 9 MILES, IS N 35 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0277 ***********************************************************************
 OW0277  DESIGNATION -  SEARS
 OW0277  PID         -  OW0277
 OW0277  STATE/COUNTY-  WY/HOT SPRINGS
 OW0277  USGS QUAD   -  JENKINS MOUNTAIN (1957)
 OW0277
 OW0277                         *CURRENT SURVEY CONTROL
 OW0277  ___________________________________________________________________
 OW0277* NAD 83(1993)-  43 29 46.42713(N)    108 30 36.25611(W)     ADJUSTED  
 OW0277* NAVD 88     -      2328.67   (+/-2cm)    7640.0    (feet)  VERTCON   
 OW0277  ___________________________________________________________________
 OW0277  LAPLACE CORR-          -8.63  (seconds)                    DEFLEC99
 OW0277  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 OW0277
 OW0277  HORZ ORDER  -  SECOND
 OW0277  VERT ORDER  -  THIRD ? (See Below)
 OW0277
 OW0277.The horizontal coordinates were established by classical geodetic methods
 OW0277.and adjusted by the National Geodetic Survey in January 1997..
 OW0277
 OW0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0277.The vertical order pertains to the NGVD 29 superseded value.
 OW0277
 OW0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0277
 OW0277.The geoid height was determined by GEOID03.
 OW0277
 OW0277;                    North         East     Units Scale Factor Converg.
 OW0277;SPC WYWC     -   332,808.219   619,404.647   MT  0.99994213   +0 09 54.5
 OW0277;UTM  12      - 4,818,934.482   701,312.575   MT  1.00009853   +1 42 51.9
 OW0277
 OW0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0277!SPC WYWC     -   0.99963691  x   0.99994213  =   0.99957906
 OW0277!UTM  12      -   0.99963691  x   1.00009853  =   0.99973541
 OW0277
 OW0277:                Primary Azimuth Mark                     Grid Az
 OW0277:SPC WYWC     -  SEARS AZ MK                              016 36 06.9
 OW0277:UTM  12      -  SEARS AZ MK                              015 03 09.5
 OW0277
 OW0277|---------------------------------------------------------------------|
 OW0277| PID    Reference Object                     Distance      Geod. Az  |
 OW0277|                                                           dddmmss.s |
 OW0277| CP6611 SEARS AZ MK                                        0164601.4 |
 OW0277| CP6612 SEARS RM 1                            5.377 METERS 07205     |
 OW0277| CP6613 SEARS RM 2                            7.560 METERS 33759     |
 OW0277|---------------------------------------------------------------------|
 OW0277
 OW0277                          SUPERSEDED SURVEY CONTROL
 OW0277
 OW0277  NAD 83(1986)-  43 29 46.41306(N)    108 30 36.26402(W) AD(       ) 2
 OW0277  NAD 27      -  43 29 46.56900(N)    108 30 33.87400(W) AD(       ) 2
 OW0277  NGVD 29 (07/19/86) 2327.61   (m)         7636.5    (f) LEVELING    3  
 OW0277
 OW0277.Superseded values are not recommended for survey control.
 OW0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0277.See file dsdata.txt to determine how the superseded data were derived.
 OW0277
 OW0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP0131318934(NAD 83)
 OW0277_MARKER: DS = TRIANGULATION STATION DISK
 OW0277_SETTING: 66 = SET IN ROCK OUTCROP
 OW0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0277
 OW0277  HISTORY     - Date     Condition        Report By
 OW0277  HISTORY     - 1936     MONUMENTED       CGS
 OW0277  HISTORY     - 1950     GOOD             USGS
 OW0277
 OW0277                          STATION DESCRIPTION
 OW0277
 OW0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0277'ABOUT 26 MILES NORTHWEST OF SHOSHONI, ABOUT 18 MILES SOUTHWEST
 OW0277'OF THERMOPOLIS, 6 MILES NORTHWEST OF SEARS RANCH, ON SUMMIT
 OW0277'OF OWL MOUNTAINS, ON SECOND PEAK (SECOND RIDGE) WEST OF OLD STAGE
 OW0277'ROAD THROUGH MEXICAN PASS, ON HIGHEST POINT IN VICINITY, AND
 OW0277'ON TOP OF LARGE ROCK OUTCROP.  TO REACH FROM SHOSHONI, FOLLOW
 OW0277'U.S. HIGHWAY 320 WEST TOWARD RIVERTON.  AT 4.4 MILES TURN RIGHT
 OW0277'(NORTHWEST) ONTO GRADED ROAD.  AT 4.7 MILES TURN RIGHT, CROSS
 OW0277'MAVERICK CREEK, AND CONTINUE NORTH ON GRADED ROAD ALONG WEST
 OW0277'SIDE OF RIVER.  AT 9.2 MILES KEEP TO LEFT (WEST) FORK.  AT
 OW0277'16.0 MILES TAKE RIGHT FORK (LITTLE USED GRADE) AND GO
 OW0277'NORTHWEST AND NORTH.  AT 23.8 MILES TAKE RIGHT FORK.  AT 26.9
 OW0277'MILES, POLE GATE (SEARS RANCH IS ABOUT 0.3 MILE BEYOND
 OW0277'THIS GATE), TURN SHARPLY RIGHT AND GO EAST ON OLD DIM
 OW0277'TRACK ROAD THAT BEARS TO LEFT AROUND BASE OF BARE HILLS.
 OW0277'AT 27.3 MILES TAKE LEFT FORK NORTH.  AT 27.8 MILES, ROAD
 OW0277'TURNS TO RIGHT INTO CANYON, BEAR LEFT (WEST) ON OLD TRACK
 OW0277'ROAD 0.1 MILE, AND TAKE DIM RIGHT FORK NORTH.  AT 28.9
 OW0277'MILES PASS THROUGH GATE AND CONTINUE ON OLD STAGE ROAD TO TOP
 OW0277'OF MEXICAN PASS.  TOP PART OF THIS GRADE IS VERY ROCKY.
 OW0277'AT 31.2 MILES, OR ABOUT 100 YARDS BEYOND TOP OF PASS, TAKE
 OW0277'DIM LEFT FORK WEST.  AT 32.1 MILES, BLACK ROCK SPRINGS ARE
 OW0277'TO RIGHT, CONTINUE WEST ON DIM ROAD ALONG RIDGE.  AT 35.2
 OW0277'MILES REACH TOP OF DIVIDE BETWEEN 2 SMALL ROCK DOMES.
 OW0277'STATION IS ABOUT 200 YARDS TO SOUTHWEST, ON TOP OF PEAK.
 OW0277'AZIMUTH MARK IS ABOUT 120 YARDS NORTHWEST ALONG ROAD, AND THEN
 OW0277'120 YARDS NORTH TO TOP OF RIDGE.  STATION MARK IS STANDARD DISK IN
 OW0277'OUTCROPPING BEDROCK.  NO. 1 PROJECTS ABOUT 6 INCHES,
 OW0277'AND IS 5.377 METERS (17.64 FEET) EAST OF STATION
 OW0277'N 72 DEG 05 MIN E.  NO. 2 PROJECTS ABOUT 18 INCHES, AND IS 7.560
 OW0277'METERS (24.80 FEET) NORTHWEST N 22 DEG 01 MIN W.
 OW0277'DISTANCE BETWEEN REFERENCE MARKS IS 9.584 METERS (31.44 FEET).
 OW0277'AZIMUTH MARK IS STANDARD DISK IN TOP OF LARGE BOULDER ABOUT
 OW0277'12 FEET HIGH, ON TOP OF SPUR RIDGE WHICH EXTENDS
 OW0277'NORTH AND NORTHWEST FROM STATION, AND IS APPROXIMATELY 3/8
 OW0277'MILE FROM STATION N 16 DEG 46 MIN E.
 OW0277
 OW0277                          STATION RECOVERY (1950)
 OW0277
 OW0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0277'STATION MARK--STANDARD DISK IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0530 ***********************************************************************
 MP0530  DESIGNATION -  SECTION ET
 MP0530  PID         -  MP0530
 MP0530  STATE/COUNTY-  WY/ALBANY
 MP0530  USGS QUAD   -  LAKE OWEN (1992)
 MP0530
 MP0530                         *CURRENT SURVEY CONTROL
 MP0530  ___________________________________________________________________
 MP0530* NAD 83(1993)-  41 13 04.87606(N)    106 05 38.49952(W)     ADJUSTED  
 MP0530* NAVD 88     -      2393.1    (meters)    7851.     (feet)  VERTCON   
 MP0530  ___________________________________________________________________
 MP0530  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 MP0530  GEOID HEIGHT-         -10.80  (meters)                     GEOID03
 MP0530
 MP0530  HORZ ORDER  -  THIRD
 MP0530
 MP0530.The horizontal coordinates were established by classical geodetic methods
 MP0530.and adjusted by the National Geodetic Survey in January 1997..
 MP0530
 MP0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0530
 MP0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0530
 MP0530.The geoid height was determined by GEOID03.
 MP0530
 MP0530;                    North         East     Units Scale Factor Converg.
 MP0530;SPC WY E     -    80,146.799   122,238.385   MT  1.00001189   -0 36 39.9
 MP0530;UTM  13      - 4,563,536.887   408,293.708   MT  0.99970350   -0 43 15.4
 MP0530
 MP0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0530!SPC WY E     -   0.99962647  x   1.00001189  =   0.99963836
 MP0530!UTM  13      -   0.99962647  x   0.99970350  =   0.99933008
 MP0530
 MP0530:                Primary Azimuth Mark                     Grid Az
 MP0530:SPC WY E     -  STRAIN ET                                179 54 42.6
 MP0530:UTM  13      -  STRAIN ET                                180 01 18.1
 MP0530
 MP0530|---------------------------------------------------------------------|
 MP0530| PID    Reference Object                     Distance      Geod. Az  |
 MP0530|                                                           dddmmss.s |
 MP0530| MP0529 STRAIN ET                           APPROX. 4.2 KM 1791802.7 |
 MP0530|---------------------------------------------------------------------|
 MP0530
 MP0530                          SUPERSEDED SURVEY CONTROL
 MP0530
 MP0530  NAD 83(1986)-  41 13 04.86471(N)    106 05 38.50023(W) AD(       ) 3
 MP0530  NAD 27      -  41 13 04.95521(N)    106 05 36.46371(W) AD(       ) 3
 MP0530  NGVD 29 (07/19/86) 2391.8    (m)         7847.     (f) VERT ANG       
 MP0530
 MP0530.Superseded values are not recommended for survey control.
 MP0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0530.See file dsdata.txt to determine how the superseded data were derived.
 MP0530
 MP0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0829463537(NAD 83)
 MP0530_MARKER: DD = SURVEY DISK
 MP0530_SETTING: 0 = UNSPECIFIED SETTING
 MP0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0530
 MP0530  HISTORY     - Date     Condition        Report By
 MP0530  HISTORY     - 1959     MONUMENTED       USGS
 MP0530
 MP0530                          STATION DESCRIPTION
 MP0530
 MP0530'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0530'STATION IS LOCATED ABOUT 6 MI. (AIRLINE) SE. OF CENTENNIAL, ABOUT
 MP0530'0.1 MI. E. OF THE S. FORK OF THE LITTLE LARAMIE RIVER, IN A SAGE
 MP0530'BRUSH PASTURE, ABOUT 495 FT. E. OF N-S. RD. AND 78 FT. N. OF Y-RD.
 MP0530'
 MP0530'TO REACH FROM THE RAILROAD DEPOT IN CENTENNIAL, GO E. ON STATE
 MP0530'HIGHWAY 130 FOR 0.9 MI. TO T-RD. RIGHT, COUNTY ROAD NO. 416, TURN
 MP0530'RIGHT (S.) FOR 3.6 MI. TO JUNCTION OF COUNTY ROADS 416 AND 47, TURN
 MP0530'RIGHT (S.) FOR 3.9 MI. TO T-RD. W., TURN RIGHT ON RANCH RD. 0.3 MI.
 MP0530'TO A Y-RD. AND STATION ON THE RIGHT.
 MP0530'
 MP0530'STATION MARK--STANDARD TRIANGULATION TABLET, WELDED ON A 2 IN. IRON
 MP0530'PIPE PROJECTING 0.2 FT. ABOVE GROUND, STAMPED ---SECTION ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0575 ***********************************************************************
 MP0575  DESIGNATION -  SEEP
 MP0575  PID         -  MP0575
 MP0575  STATE/COUNTY-  WY/CARBON
 MP0575  USGS QUAD   -  WALCK RANCH (1961)
 MP0575
 MP0575                         *CURRENT SURVEY CONTROL
 MP0575  ___________________________________________________________________
 MP0575* NAD 83(1993)-  41 29 49.46756(N)    106 57 45.40889(W)     ADJUSTED  
 MP0575* NAVD 88     -      2200.74   (+/-2cm)    7220.3    (feet)  VERTCON   
 MP0575  ___________________________________________________________________
 MP0575  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 MP0575  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 MP0575
 MP0575  HORZ ORDER  -  THIRD
 MP0575  VERT ORDER  -  THIRD ? (See Below)
 MP0575
 MP0575.The horizontal coordinates were established by classical geodetic methods
 MP0575.and adjusted by the National Geodetic Survey in January 1997..
 MP0575
 MP0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0575.The vertical order pertains to the NGVD 29 superseded value.
 MP0575
 MP0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0575
 MP0575.The geoid height was determined by GEOID03.
 MP0575
 MP0575;                    North         East     Units Scale Factor Converg.
 MP0575;SPC WYEC     -   210,788.405   430,953.164   MT  0.99994929   +0 14 44.3
 MP0575;UTM  13      - 4,595,798.804   336,183.492   MT  0.99993026   -1 18 02.5
 MP0575
 MP0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0575!SPC WYEC     -   0.99965688  x   0.99994929  =   0.99960619
 MP0575!UTM  13      -   0.99965688  x   0.99993026  =   0.99958717
 MP0575
 MP0575:                Primary Azimuth Mark                     Grid Az
 MP0575:SPC WYEC     -  4 BAR                                    097 38 13.9
 MP0575:UTM  13      -  4 BAR                                    099 11 00.7
 MP0575
 MP0575|---------------------------------------------------------------------|
 MP0575| PID    Reference Object                     Distance      Geod. Az  |
 MP0575|                                                           dddmmss.s |
 MP0575| MP0574 4 BAR                               APPROX. 3.9 KM 0975258.2 |
 MP0575|---------------------------------------------------------------------|
 MP0575
 MP0575                          SUPERSEDED SURVEY CONTROL
 MP0575
 MP0575  NAD 83(1986)-  41 29 49.45978(N)    106 57 45.40136(W) AD(       ) 3
 MP0575  NAD 27      -  41 29 49.58657(N)    106 57 43.24939(W) AD(       ) 3
 MP0575  NGVD 29 (07/19/86) 2199.56   (m)         7216.4    (f) LEVELING    3  
 MP0575
 MP0575.Superseded values are not recommended for survey control.
 MP0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0575.See file dsdata.txt to determine how the superseded data were derived.
 MP0575
 MP0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF3618395799(NAD 83)
 MP0575_MARKER: DD = SURVEY DISK
 MP0575_SETTING: 0 = UNSPECIFIED SETTING
 MP0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0575
 MP0575  HISTORY     - Date     Condition        Report By
 MP0575  HISTORY     - 1953     MONUMENTED       USGS
 MP0575
 MP0575                          STATION DESCRIPTION
 MP0575
 MP0575'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0575'STATION IS LOCATED APPROXIMATELY 9 MI. (AIRLINE) WNW. OF SARATOGA,
 MP0575'WYOMING, AND 19.0 MI. (AIRLINE) S. OF FT. STEELE, WYOMING, IN
 MP0575'R 85 W, T 18 N, ON THE E. END OF A SMALL TOP 600 FT. N. OF A TRACK
 MP0575'RD.
 MP0575'
 MP0575'TO REACH FROM THE POST OFFICE IN SARATOGA, WYOMING, GO W. ALONG DIRT
 MP0575'RD. FOR 1.0 MI. TO RD. FORK, TAKE LEFT FORK FOR 2.0 MI. TO RD. FORK
 MP0575'RIGHT, TAKE RIGHT FORK N. FOR 3.0 MI. TO LEFT TURN, CONTINUE ON W.
 MP0575'ALONG RD. FOR 3.3 MI. TO A TRACK RD. W. (40 FT. N. OF A SMALL WOODEN
 MP0575'BRIDGE).  TURN LEFT (W.) ALONG TRACK RD. FOR 1.5 MI. TO RD. FORK NE.
 MP0575'CONTINUE ON SW. ALONG RD. FOR 1.0 MI., LEAVE RD. AT THIS POINT,
 MP0575'DRIVE ACROSS COUNTRY UP HILL FOR 0.1 MI. TO TOP OF HILL AND STATION
 MP0575'SITE.
 MP0575'
 MP0575'STATION MARK--STANDARD TABLET, STAMPED ---SEEP 1953---, CEMENTED IN
 MP0575'TOP OF A 4 IN. PIPE, PROJECTING 3 IN. ABOVE GROUND.
 MP0575'
 MP0575'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0434 ***********************************************************************
 NR0434  DESIGNATION -  SEMINOE
 NR0434  PID         -  NR0434
 NR0434  STATE/COUNTY-  WY/CARBON
 NR0434  USGS QUAD   -  BRADLEY PEAK (1981)
 NR0434
 NR0434                         *CURRENT SURVEY CONTROL
 NR0434  ___________________________________________________________________
 NR0434* NAD 83(1993)-  42 10 02.13109(N)    107 03 27.54697(W)     ADJUSTED  
 NR0434* NAVD 88     -      2728.0    (meters)    8950.     (feet)  VERTCON   
 NR0434  ___________________________________________________________________
 NR0434  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 NR0434  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 NR0434
 NR0434  HORZ ORDER  -  FIRST
 NR0434
 NR0434.The horizontal coordinates were established by classical geodetic methods
 NR0434.and adjusted by the National Geodetic Survey in January 1997..
 NR0434
 NR0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0434
 NR0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0434
 NR0434.The geoid height was determined by GEOID03.
 NR0434
 NR0434;                    North         East     Units Scale Factor Converg.
 NR0434;SPC WYEC     -   285,191.581   422,779.088   MT  0.99994388   +0 11 06.2
 NR0434;UTM  13      - 4,670,396.287   330,033.473   MT  0.99995547   -1 22 53.9
 NR0434
 NR0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0434!SPC WYEC     -   0.99957438  x   0.99994388  =   0.99951829
 NR0434!UTM  13      -   0.99957438  x   0.99995547  =   0.99952987
 NR0434
 NR0434|---------------------------------------------------------------------|
 NR0434| PID    Reference Object                     Distance      Geod. Az  |
 NR0434|                                                           dddmmss.s |
 NR0434| CP6617 SEMINOE RM 3                         10.873 METERS 02818     |
 NR0434| CP6614 SEMINOE AZ MK                                      0993154.7 |
 NR0434| MO1307 SAN FRANCISCO NEW YORK AIRWAY BEACO                1175728.4 |
 NR0434| MP0580 SALT LAKE OMAHA AWY SITE 29 BN      APPROX.50.1 KM 1404858.1 |
 NR0434| MP0608 SALT LAKE CITY OMAHA AWY BN 27      APPROX.40.5 KM 1802036.8 |
 NR0434| CP6615 SEMINOE AZ MK 2                                    1843344.0 |
 NR0434| MP0606 SINCLAIR REFINERY C OF 3 STKS       APPROX.43.3 KM 1854301.9 |
 NR0434| MP0674 SALT LAKE OMAHA SITE 24 BCN         APPROX.70.2 KM 2262901.9 |
 NR0434| CP6616 SEMINOE RM 2                         18.515 METERS 26918     |
 NR0434|---------------------------------------------------------------------|
 NR0434
 NR0434                          SUPERSEDED SURVEY CONTROL
 NR0434
 NR0434  NAD 83(1986)-  42 10 02.11933(N)    107 03 27.53857(W) AD(       ) 1
 NR0434  NAD 27      -  42 10 02.27000(N)    107 03 25.35700(W) AD(       ) 1
 NR0434  NGVD 29 (07/19/86) 2726.8    (m)         8946.     (f) VERT ANG       
 NR0434
 NR0434.Superseded values are not recommended for survey control.
 NR0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0434.See file dsdata.txt to determine how the superseded data were derived.
 NR0434
 NR0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3003370396(NAD 83)
 NR0434_MARKER: DD = SURVEY DISK
 NR0434_SETTING: 66 = SET IN ROCK OUTCROP
 NR0434
 NR0434  HISTORY     - Date     Condition        Report By
 NR0434  HISTORY     - 1933     MONUMENTED       USGS
 NR0434  HISTORY     - 1948     GOOD             USGS
 NR0434  HISTORY     - 1948     GOOD             CGS
 NR0434
 NR0434                          STATION DESCRIPTION
 NR0434
 NR0434'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 NR0434'NOT A U.S. GEOLOGICAL SURVEY STATION.  ABOUT 27 MILES EAST OF
 NR0434'NORTH OF RAWLINS, 6 MILES EAST OF FERRIS OIL CAMP, ON BARKLEY
 NR0434'PEAK WHICH IS HIGHEST POINT ON EAST-AND-WEST RIDGE ON SOUTH
 NR0434'SIDE OF SEMINOE MOUNTAINS.  THE PEAK IS COMPOSED OF SEAMED
 NR0434'IGNEOUS ROCK, AND IS VERY STEEP, COVERED WITH ROCK SLIDES ON
 NR0434'SOUTH SIDE AND WITH GRASS ON NORTH SIDE.  TO REACH FROM RAWLINS,
 NR0434'FOLLOW U.S. HIGHWAY 287 NORTH 15.5 MILES TO JUNCTION WITH SAND
 NR0434'CREEK ROAD, FOLLOW SAND CREEK ROAD NORTHEAST TO FORK, FOLLOW
 NR0434'RIGHT-HAND ROAD NORTHEAST 9.8 MILES TO GENERAL PETROLEUM CO.
 NR0434'CAMP NO. 16. FROM HERE GO NORTHEAST 4 MILES ON MAIN TRAIL TO
 NR0434'SEVERSONS RANCH, AND CONTINUE EAST 1.1 MILES ON MAIN TRAIL TO
 NR0434'POINT IN VALLEY AT FOOT OF STEEP GRADE, FOLLOW OLD TRAIL
 NR0434'SOUTH 1-1/4 MILES UP TRIBUTARY CREEK TO QUAKING ASPEN GROVE, AND
 NR0434'PROCEED SOUTH UP STEEP RIDGE TO STATION SITE.  STATION WAS
 NR0434'ESTABLISHED CLOSE TO SUPPOSED LOCATION OF U.S. GEOLOGICAL
 NR0434'SURVEY STATION, WHICH WAS NOT RECOVERED.  MARKED BY STANDARD
 NR0434'STATION DISK, ERRONEOUSLY STAMPED SEMINOE (U.S.G.S.), IN
 NR0434'BEDROCK.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 NR0434'IN BEDROCK.  NO. 1 IS ABOUT 1/3-WAY UP SLOPE FROM
 NR0434'SADDLE, AND ABOUT 0.5 MILE FROM STATION.
 NR0434'NO. 2 IS 63.22 FEET (SLOPE) FROM STATION.
 NR0434'BEARING FROM STATION TO SALT
 NR0434'LAKE-OMAHA AIRWAY, SITE 29, BEACON S 39 DEG 11 MIN E.
 NR0434'AND TO HIGH POINT OF FERRIS MOUNTAINS N 56 DEG 28 MIN E.
 NR0434
 NR0434                          STATION RECOVERY (1948)
 NR0434
 NR0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (FB)
 NR0434'NOTE - THE USGS STATION MENTIONED IN THE USC AND GS DESCRIPTION FOR
 NR0434'THIS POINT REFERS TO C.B.KENDALL, 1912 INTERSECTED STATION
 NR0434'---SEMINOLE--- -HIGHEST PEAK OF THE MOUNTAINS --- PREVIOUSLY CALLED
 NR0434'---RATTLESNAKE--- IN THE HAYDEN SURVEYS.
 NR0434'
 NR0434'STATION MARK - STANDARD USC AND GS DISK WEDGED IN A DRILL HOLE IN
 NR0434'OUTCROPPING BEDROCK, STAMPED ---SEMINOE 1933---.
 NR0434
 NR0434                          STATION RECOVERY (1948)
 NR0434
 NR0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0434'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION
 NR0434'AND AS DESCRIBED.  REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT
 NR0434'FOUND.  A REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE
 NR0434'ESTABLISHED.
 NR0434'
 NR0434'THE STATION IS LOCATED ABOUT 27 MILES AIR LINE NORTH-NORTHEAST
 NR0434'OF RAWLINS, ON A PROMINENT POINT KNOWN LOCALLY AS BARKLEY PEAK.
 NR0434'IT IS THE HIGHEST POINT OF A MOUNTAIN THAT IS AN EAST-WEST RIDGE
 NR0434'WITH STEEP, ROCKY SLOPES ON THE NORTH AND SOUTH SIDES.  THE
 NR0434'STATION MARK PROJECTS 6 INCHES AND
 NR0434'IS SET ON THE HIGHEST POINT OF PEAK.  IT IS STAMPED, SEMINOE
 NR0434'1933.
 NR0434'
 NR0434'REFERENCE MARK NO. 2 PROJECTS 14
 NR0434'INCHES AND SET ON THE NORTH SIDE OF RIDGE.  IT IS ABOUT 25 FEET
 NR0434'LOWER THAN THE STATION MARK AND IS STAMPED, SEMINOE NO 2 1933.
 NR0434'
 NR0434'REFERENCE MARK NO. 3 PROJECTS 3 FEET
 NR0434'AND IS SET ON A SPUR RIDGE THAT RUNS NORTH FROM THE STATION.  IT
 NR0434'IS ABOUT 6 FEET LOWER THAN THE STATION MARK AND IS STAMPED,
 NR0434'SEMINOE NO 3 1948.
 NR0434'
 NR0434'THE AZIMUTH MARK PROJECTS 1 FOOT,
 NR0434'SET 0.25 MILE SOUTH OF SOME PROSPECT DIGGINGS, 150 FEET NORTH
 NR0434'OF THE HIGHEST POINT OF AN EAST-WEST RIDGE, 12 FEET WEST OF A DIM
 NR0434'TRACK ROAD AND 6 FEET NORTH OF A WHITE WITNESS POST.  IT IS
 NR0434'STAMPED, SEMINOE 1948.
 NR0434'
 NR0434'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 30
 NR0434'AND 7TH. STREET IN SINCLAIR.  GO NORTH ON 7TH. STREET 0.4 MILE
 NR0434'TO AN EAST-WEST ROAD JUST AFTER CROSSING A CATTLE GUARD.  CROSS
 NR0434'THE EAST-WEST ROAD, TAKE THE ROAD LEADING NORTHEAST, GO 3.4
 NR0434'MILES TO A DIAGONAL CROSSROAD AT SIGN, SEMINOE DAM 34 KORTES
 NR0434'DAM 45.  TURN RIGHT, FOLLOW MAIN ROAD 18.75 MILES TO A CATTLE
 NR0434'GUARD.  CONTINUE ON MAIN ROAD 6.65 MILES TO ANOTHER CATTLE
 NR0434'GUARD.  CONTINUE 0.8 MILE TO A ROAD LEFT JUST BEFORE REACHING A
 NR0434'SMALL WOODEN BRIDGE.  TURN LEFT, GO 2.2 MILES TO A CATTLE
 NR0434'GUARD.  CONTINUE 4.0 MILES TO A CATTLE GUARD.  CONTINUE
 NR0434'0.6 MILE TO A ROAD LEFT.  TURN LEFT, GO 0.6 MILE TO A FORK.
 NR0434'TURN RIGHT, GO 0.9 MILE TO A DIM ROAD RIGHT.  TURN RIGHT, GO 0.2
 NR0434'MILE TO A ROAD LEFT.  TURN LEFT, GO 1.2 MILE TO A FORK.
 NR0434'TURN RIGHT, GO 0.4 MILE TO THE AZIMUTH MARK ON LEFT AND END
 NR0434'OF TRUCK TRAVEL FOR A TWO WHEEL DRIVE VEHICLE.  A FOUR WHEEL
 NR0434'DRIVE VEHICLE CAN BE DRIVEN ABOUT 0.5 MILE FARTHER TO THE
 NR0434'SADDLE NORTHWEST OF AZIMUTH MARK.  FROM HERE WALK NORTH UP
 NR0434'STEEP SLOPE TO TOP OF RIDGE, THEN EASTERLY TO HIGHEST POINT AND
 NR0434'STATION.  A 30 MINUTE PACK FROM THE SADDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0628 ***********************************************************************
 MP0628  DESIGNATION -  SEPARATION
 MP0628  PID         -  MP0628
 MP0628  STATE/COUNTY-  WY/CARBON
 MP0628  USGS QUAD   -  SEPARATION PEAK (1983)
 MP0628
 MP0628                         *CURRENT SURVEY CONTROL
 MP0628  ___________________________________________________________________
 MP0628* NAD 83(1993)-  41 38 15.88422(N)    107 23 44.71803(W)     ADJUSTED  
 MP0628* NAVD 88     -      2587.2    (meters)    8488.     (feet)  VERTCON   
 MP0628  ___________________________________________________________________
 MP0628  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 MP0628  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 MP0628
 MP0628  HORZ ORDER  -  FIRST
 MP0628
 MP0628.The horizontal coordinates were established by classical geodetic methods
 MP0628.and adjusted by the National Geodetic Survey in January 1997..
 MP0628
 MP0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0628
 MP0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0628
 MP0628.The geoid height was determined by GEOID03.
 MP0628
 MP0628;                    North         East     Units Scale Factor Converg.
 MP0628;SPC WYEC     -   226,346.603   394,799.413   MT  0.99993783   -0 02 29.3
 MP0628;UTM  13      - 4,612,329.454   300,461.015   MT  1.00008999   -1 35 32.3
 MP0628
 MP0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0628!SPC WYEC     -   0.99959648  x   0.99993783  =   0.99953434
 MP0628!UTM  13      -   0.99959648  x   1.00008999  =   0.99968644
 MP0628
 MP0628:                Primary Azimuth Mark                     Grid Az
 MP0628:SPC WYEC     -  SALT LAKE OMAHA SITE 26A BCN             000 12 00.4
 MP0628:UTM  13      -  SALT LAKE OMAHA SITE 26A BCN             001 45 03.4
 MP0628
 MP0628|---------------------------------------------------------------------|
 MP0628| PID    Reference Object                     Distance      Geod. Az  |
 MP0628|                                                           dddmmss.s |
 MP0628| MP0633 SALT LAKE OMAHA SITE 26A BCN        APPROX.14.8 KM 0000931.1 |
 MP0628| MP0631 CHEROKEE CAIRN                      APPROX.20.9 KM 0162036.9 |
 MP0628| MP0612 RAWLINS WATER TANK                  APPROX.21.5 KM 0362259.6 |
 MP0628| MP0611 SALT LAKE CITY OMAHA AWY BN 26      APPROX.20.4 KM 0362940.0 |
 MP0628| MP0608 SALT LAKE CITY OMAHA AWY BN 27      APPROX.33.3 KM 0563934.5 |
 MP0628| CP6621 SEPARATION RM 1 AZIMUTH                            1120625.5 |
 MP0628| CP6622 SEPARATION RM 2                       9.103 METERS 16345     |
 MP0628| CP6623 SEPARATION RM 3                      21.774 METERS 23649     |
 MP0628| MQ0435 SALT LAKE OMAHA SITE 22 BCN         APPROX.59.0 KM 2722747.3 |
 MP0628| MP0677 SALT LAKE OMAHA SITE 23 BCN         APPROX.39.7 KM 2802732.1 |
 MP0628| MP0674 SALT LAKE OMAHA SITE 24 BCN         APPROX.25.0 KM 2942019.3 |
 MP0628|---------------------------------------------------------------------|
 MP0628
 MP0628                          SUPERSEDED SURVEY CONTROL
 MP0628
 MP0628  NAD 83(1986)-  41 38 15.87247(N)    107 23 44.70897(W) AD(       ) 1
 MP0628  NAD 27      -  41 38 16.01300(N)    107 23 42.50500(W) AD(       ) 1
 MP0628  NGVD 29 (10/23/89) 2585.9    (m)         8484.     (f) VERT ANG       
 MP0628
 MP0628.Superseded values are not recommended for survey control.
 MP0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0628.See file dsdata.txt to determine how the superseded data were derived.
 MP0628
 MP0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG0046112329(NAD 83)
 MP0628_MARKER: DD = SURVEY DISK
 MP0628_SETTING: 66 = SET IN ROCK OUTCROP
 MP0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0628
 MP0628  HISTORY     - Date     Condition        Report By
 MP0628  HISTORY     - 1933     MONUMENTED       USGS
 MP0628  HISTORY     - 1937     GOOD             CGS
 MP0628  HISTORY     - 1948     GOOD             CGS
 MP0628  HISTORY     - 1955     GOOD             USGS
 MP0628  HISTORY     - 1966     GOOD             USGS
 MP0628  HISTORY     - 1988     GOOD             BLM
 MP0628
 MP0628                          STATION DESCRIPTION
 MP0628
 MP0628'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 MP0628'NOT A U.S. GEOLOGICAL SURVEY STATION.  ABOUT 13 MILES SW OF
 MP0628'RAWLINS, ON A SUMMIT OF PROMINENT PEAK KNOWN AS SEPARATION
 MP0628'PEAK.  TO REACH FROM IDEAL AUTO CAMP AT CITY LIMITS OF RAWLINS,
 MP0628'GO W 1.9 MILES ON U.S. HIGHWAY 30 TO GRADED ROAD S, CROSS
 MP0628'RAILROAD TRACKS AND FOLLOW RIGHT FORK (GRADED ROAD) SW 4.5
 MP0628'MILES, TURN LEFT ONTO GRADED ROAD AND GO 3.6 MILES (CROSSING
 MP0628'NARROW BRIDGE AT 1.4 MILES, AND FOLLOWING RIGHT FORK AT 1.6
 MP0628'MILES) TO END OF ROAD AT FOX FARM, TURN RIGHT THROUGH WIRE
 MP0628'GAP AND GO 1.4 MILES UP VALLEY (PASSING TO RIGHT OF LOG CABIN
 MP0628'AT 0.2 MILE, AND CROSSING CREEK TO RIGHT AT FOOT OF QUAKING
 MP0628'ASPEN GROVE), CONTINUE 1.0 MILE ON MAIN TRAIL, FOLLOW RIGHT
 MP0628'FORK UP RIDGE, TO POINT WHERE MAIN ROAD GOES DOWN INTO
 MP0628'DRAW, PROCEED SW 1.4 MILES TO POINT WHERE ROAD IS WASHED
 MP0628'OUT AND IMPASSABLE, AND FOLLOW TRACE OF OLD ROAD AND
 MP0628'RIDGES SW TO THE STATION.  STATION AND REFERENCE MARKS ARE
 MP0628'STANDARD DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MP0628'
 MP0628'REFERENCE MARK NO. 1, IS AT THE FOOT OF A LONE PINE TREE AND
 MP0628'APPROXIMATELY 1/4 MILE FROM THE STATION S 67 DEG 54 MIN E.
 MP0628'
 MP0628'REFERENCE MARK NO. 2, IS AT THE EDGE OF CLIFF, AND 9.20
 MP0628'METERS (30.2 FEET) FROM THE STATION S 16 DEG 15 MIN E.
 MP0628'
 MP0628'REFERENCE MARK NO. 3 IS AT THE EDGE OF CLIFF, AND 21.88
 MP0628'METERS (71.8 FEET) FROM THE STATION S 56 DEG 50 MIN W.
 MP0628
 MP0628                          STATION RECOVERY (1937)
 MP0628
 MP0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0628'THE STATION AND ITS IMMEDIATE SURROUNDINGS WERE FOUND AS
 MP0628'DESCRIBED, BUT IT WAS APPROACHED IN 1937 FROM THE SW INSTEAD
 MP0628'OF FROM THE NE, GIVING A SLIGHTLY SHORTER PACK (1/2 HOUR INSTEAD
 MP0628'OF 1-1/2 HOURS).
 MP0628'
 MP0628'STATION IS ABOUT 12 MILES SW OF RAWLINS, WYOMING, ON THE HIGHEST
 MP0628'POINT OF A PEAK LOCALLY KNOWN AS SEPARATION PEAK.  THE PEAK
 MP0628'IS THE MOST PROMINENT IN THE VICINITY.
 MP0628'
 MP0628'TO REACH FROM RAWLINS, FROM THE INTERSECTION OF FIFTH STREET
 MP0628'AND CEDAR STREET (ONE BLOCK EAST OF POST OFFICE), GO NORTH
 MP0628'ON U.S. HIGHWAY 30 FOR 3 BLOCKS, 0.2 MILE.  TURN LEFT (W)
 MP0628'AND CONTINUE ON HIGHWAY 30 FOR 2.6 MILES TO AN INCONSPICUOUS
 MP0628'GRADED DIRT ROAD LEFT.  TURN LEFT ON GRADED DIRT ROAD AND
 MP0628'GO 0.3 MILE TO A FORK JUST ACROSS THE RAILROAD TRACKS.  TAKE
 MP0628'RIGHT FORK ALONG MAIN TRAVELED DIRT ROAD AND GO 11.35 MILES
 MP0628'TO AN OLD TRACK ROAD LEADING OFF TO THE LEFT AND RUNNING
 MP0628'ALMOST PARALLEL TO THE MAIN ROAD FOR A HUNDRED YARDS.  TURN
 MP0628'LEFT ON TRACK ROAD AND GO 0.35 MILES TO A DEEP WASHOUT IN
 MP0628'THE ROAD.  GO AROUND WASHOUT AND CONTINUE ON TRACK ROAD
 MP0628'SOUTHEAST CROSS FLAT COUNTRY 2.0 MILES TO A FORK.  TAKE
 MP0628'LEFT FORK UP SLIGHT GRADE TO A DEEP WASH WHICH IS SAFELY
 MP0628'CROSSED.  DISTANCE 0.3 MILE.  CONTINUE ON TRACK ROAD INTO
 MP0628'VALLEY TO A SMALL CORRAL AND GROUP OF ASPENS, DISTANCE 0.5
 MP0628'MILE.  (AT THIS POINT THE PEAK ON WHICH STATION IS
 MP0628'LOCATED IS SEEN AS THE FIRST ONE OF THREE AHEAD ON THE
 MP0628'LEFT RIDGE ON WHICH THERE ARE TREES NEAR THE TOP).  CONTINUE
 MP0628'UP LEFT SIDE OF VALLEY ABOUT 0.7 MILE TO THE FOOT OF THE
 MP0628'MOUNTAIN.  AT THIS POINT CLIMB UP TO LOW LONG SADDLE,
 MP0628'NORTHEASTERLY, THEN RIGHT (E) UP TO HIGH POINT OF PEAK.
 MP0628'STATION IS ON THE HIGHEST POINT AND PARTLY SURROUNDED BY
 MP0628'A ROCK CAIRN.
 MP0628'
 MP0628'STATION IS MARKED BY A STANDARD C. AND G.S. DISK CEMENTED
 MP0628'IN A DRILL HOLE IN OUTCROP BEDROCK, AND IS STAMPED SEPARATION
 MP0628'USGS 1933.
 MP0628'
 MP0628'R.M. NO. 1 (AZIMUTH MARK) IS ABOUT 1/4 MILE EAST OF THE STATION.
 MP0628'NEAR THE LOW PART OF THE FIRST SADDLE AND ON THE EDGE OF
 MP0628'THE SOUTH RIM.  IT IS NEAR A LONE PINE TREE.  MARK IS A
 MP0628'STANDARD U.S.C. AND G.S. DISK STAMPED SEPARATION USGS 1933,
 MP0628'AND CEMENTED IN OUTCROP BEDROCK.
 MP0628'
 MP0628'R.M. NO. 2 IS SSE OF THE STATION ON THE EDGE OF THE CLIFF.
 MP0628'IT IS A STANDARD U.S.C. AND G.S. DISK CEMENTED INTO OUTCROP
 MP0628'BEDROCK.
 MP0628'
 MP0628'R.M. NO. 3 IS SW OF THE STATION ON THE EDGE OF THE CLIFF.
 MP0628'IT IS A STANDARD U.S.C. AND G.S. DISK CEMENTED INTO OUTCROP
 MP0628'BEDROCK.
 MP0628
 MP0628                          STATION RECOVERY (1948)
 MP0628
 MP0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0628'STATION AND ALL MARKS FOUND IN GOOD CONDITION AND AS DESCRIBED,
 MP0628'WITH THE EXCEPTION OF DISTANCES TO REFERENCE MARKS NO. 2
 MP0628'AND 3.  THE CORRECT DISTANCES ARE SHOWN BELOW.  THERE IS
 MP0628'NO EVIDENCE THAT THE STATION MARK HAS MOVED.  DISTANCES WERE
 MP0628'CHECKED IN FIELD.
 MP0628'
 MP0628'STATION LOCATED ON SUMMIT OF PROMINENT PEAK LOCALLY KNOWN
 MP0628'AS SEPARATION PEAK, ABOUT 13 MILES AIRLINE SOUTHWEST OF RAWLINS,
 MP0628'5 FEET WEST OF A CARIN WHICH IN THE CENTER HAS A WHITE WITNESS
 MP0628'POST, SET FLUSH WITH GROUND, AND
 MP0628'STAMPED, SEPARATION USGS 1933.
 MP0628'
 MP0628'REFERENCE MARK NO. 1 (AZ. MK.) IS LOCATED IN A DEEP SADDLE,
 MP0628'8 FEET NORTHWEST OF A LONE PINE TREE, NEAR SOUTH EDGE OF BLUFF,
 MP0628'SET FLUSH WITH GROUND, AND STAMPED,
 MP0628'SEPARATION USGS NO 1 1933.
 MP0628'
 MP0628'REFERENCE MARK NO. 2 IS AT SOUTH EDGE OF BLUFF, ABOUT 3
 MP0628'FEET LOWER THAN STATION, PROJECTS 6 INCHES,
 MP0628'AND STAMPED, SEPARATION USGS NO 2 1933.
 MP0628'
 MP0628'REFERENCE MARK NO. 3 IS AT SOUTH EDGE OF BLUFF, ABOUT 8
 MP0628'FEET LOWER THAN STATION, PROJECTS 6 INCHES,
 MP0628'AND STAMPED, SEPARATION USGS NO 3 1933.
 MP0628'
 MP0628'TO REACH FROM POST OFFICE IN RAWLINS, GO EAST FOR ONE BLOCK
 MP0628'TO U.S. HIGHWAY 30.  TURN LEFT, NORTH, AND FOLLOW U.S. HIGHWAY
 MP0628'30 NORTH AND WEST FOR 2.6 MILES TO A ROAD ON LEFT AND SIGN
 MP0628'NEBRASKA COAL MINE 5 MILES.  TURN LEFT, SOUTH, AND FOLLOW
 MP0628'OLD HIGHWAY A SHORT DISTANCE, THEN LEFT AGAIN AND GO A TOTAL
 MP0628'DISTANCE OF 0.4 MILE TO RAILROAD CROSSING.  FOLLOW MAIN GRADED
 MP0628'ROAD SOUTHWEST FOR 7.8 MILES TO A DIM CROSSROAD.  TURN LEFT,
 MP0628'LEAVING MAIN ROAD AND FOLLOW TRACK ROAD EASTERLY FOR 0.9 MILE
 MP0628'TO A DIAGONAL CROSSROAD.  TURN SHARP RIGHT AND FOLLOW MAIN
 MP0628'TRAVELED ROAD FOR 0.9 MILE TO A Y FORK.  TAKE LEFT FORK AND
 MP0628'GO 1.25 MILE TO A Y FORK.  TAKE RIGHT FORK, STRAIGHT AHEAD,
 MP0628'AND GO 0.4 MILE TO A Y FORK.  TAKE LEFT FORK AND GO 0.45
 MP0628'MILE TO A ROAD LEFT.  TURN LEFT, CROSS WASH AND PASS
 MP0628'TO THE LEFT OF OLD SHEEP PENS, AND GO 0.55 MILE TO DIRT
 MP0628'RESOVOIR.  TURN LEFT, EAST, AND GO 0.1 MILE TO GRASSY
 MP0628'AREA AND END OF TRUCK TRAVEL.  PACK SOUTH-SOUTHEAST
 MP0628'UP RIDGE TO HIGHEST POINT AND STATION AS DESCRIBED
 MP0628'ABOVE.  A ONE HOUR PACK.
 MP0628'
 MP0628'NOTE--WITH A FOUR WHEEL DRIVE VEHICLE IT IS POSSIBLE TO
 MP0628'DRIVE TO STATION, BY PICKING WAY UP RIDGE IN SOUTH-SOUTHEAST
 MP0628'DIRECTION, SAME AS GIVEN ABOVE TO PACK.
 MP0628'
 MP0628'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 MP0628
 MP0628                          STATION RECOVERY (1955)
 MP0628
 MP0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MP0628'RECOVERED.
 MP0628'
 MP0628'STATION MARK--STANDARD USC AND GS DISK, WEDGED IN DRILL HOLE IN
 MP0628'OUTCROPPING BEDROCK, STAMPED ---SEPARATION USGS 1933---.
 MP0628
 MP0628                          STATION RECOVERY (1966)
 MP0628
 MP0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MP0628'STATION MARK--STANDARD USC AND GS DISK WEDGED IN DRILL HOLE IN
 MP0628'OUTCROPPING BEDROCK, STAMPED---SEPARATION USGS 1933---.
 MP0628
 MP0628                          STATION RECOVERY (1988)
 MP0628
 MP0628'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1988 (DP)
 MP0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0685 ***********************************************************************
 MP0685  DESIGNATION -  SEPARATION
 MP0685  PID         -  MP0685
 MP0685  STATE/COUNTY-  WY/CARBON
 MP0685  USGS QUAD   -  SEPARATION PEAK (1983)
 MP0685
 MP0685                         *CURRENT SURVEY CONTROL
 MP0685  ___________________________________________________________________
 MP0685* NAD 83(1993)-  41 38 15.85378(N)    107 23 44.65831(W)     ADJUSTED  
 MP0685* NAVD 88     -      2586.     (meters)    8484.     (feet)  SCALED    
 MP0685  ___________________________________________________________________
 MP0685  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 MP0685  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 MP0685
 MP0685  HORZ ORDER  -  THIRD
 MP0685
 MP0685.The horizontal coordinates were established by classical geodetic methods
 MP0685.and adjusted by the National Geodetic Survey in January 1997..
 MP0685
 MP0685.The orthometric height was scaled from a topographic map.
 MP0685
 MP0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0685
 MP0685.The geoid height was determined by GEOID03.
 MP0685
 MP0685;                    North         East     Units Scale Factor Converg.
 MP0685;SPC WYEC     -   226,345.663   394,800.795   MT  0.99993783   -0 02 29.3
 MP0685;UTM  13      - 4,612,328.477   300,462.371   MT  1.00008999   -1 35 32.3
 MP0685
 MP0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0685!SPC WYEC     -   0.99959662  x   0.99993783  =   0.99953448
 MP0685!UTM  13      -   0.99959662  x   1.00008999  =   0.99968658
 MP0685
 MP0685:                Primary Azimuth Mark                     Grid Az
 MP0685:SPC WYEC     -  PINEGROVE                                161 13 10.2
 MP0685:UTM  13      -  PINEGROVE                                162 46 13.2
 MP0685
 MP0685|---------------------------------------------------------------------|
 MP0685| PID    Reference Object                     Distance      Geod. Az  |
 MP0685|                                                           dddmmss.s |
 MP0685| MP0625 PINEGROVE                           APPROX.11.1 KM 1611040.9 |
 MP0685|---------------------------------------------------------------------|
 MP0685
 MP0685                          SUPERSEDED SURVEY CONTROL
 MP0685
 MP0685  NAD 83(1986)-  41 38 15.84462(N)    107 23 44.64855(W) AD(       ) 3
 MP0685
 MP0685.Superseded values are not recommended for survey control.
 MP0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0685.See file dsdata.txt to determine how the superseded data were derived.
 MP0685
 MP0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG0046212328(NAD 83)
 MP0685_MARKER: DS = TRIANGULATION STATION DISK
 MP0685_SETTING: 0 = UNSPECIFIED SETTING
 MP0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0685
 MP0685  HISTORY     - Date     Condition        Report By
 MP0685  HISTORY     - 1912     MONUMENTED       USGS
 MP0685
 MP0685                          STATION DESCRIPTION
 MP0685
 MP0685'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MP0685'IN T 19 N, R 89 W, NEAR LINE BETWEEN SECS. 10 AND 11.  ON THE HIGHEST
 MP0685'POINT OF SEPARATION RIDGE.  ABOUT 13 MI. SW. OF RAWLINS ON THE UNION
 MP0685'PACIFIC RAILROAD.
 MP0685'
 MP0685'STATION IS ON THE HIGHEST POINT OF THE MOST PROMINENT PEAK OF THE
 MP0685'RIDGE AND LOCALLY KNOWN AS SEPARATION PEAK.  IT IS AT THE EXTREME
 MP0685'HEAD OF SEPARATION CREEK AND IS 4 MI. E. AND 1 MI. N. OF THE 16 MI.
 MP0685'RANCH ON THE RAWLINS BAGGS STAGE ROAD, 16 MI. SW. OF RAWLINS.
 MP0685'
 MP0685'USGS SUBMITTED THE FOLLOWING INFORMATION VIA 9-1165 IN 1966--A SEARCH
 MP0685'WAS MADE ON THE PEAK AND UNDER A LARGE CAIRN, BUT NO TRACE OF THE OLD
 MP0685'TABLET WAS FOUND.  IT MAY HAVE BEEN DESTROYED WHEN THE NGS STATION
 MP0685'--SEPARATION-- WAS ESTABLISHED IN 1933.
 MP0685'
 MP0685'STATION MARK (1912)--A 6 X 6 X 24 INCH STONE WITH BRONZE TABLET IN
 MP0685'TOP SET IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0861 ***********************************************************************
 MR0861  DESIGNATION -  SESSION MTN ET
 MR0861  PID         -  MR0861
 MR0861  STATE/COUNTY-  WY/UINTA
 MR0861  USGS QUAD   -  SAWTOOTH MOUNTAIN (1978)
 MR0861
 MR0861                         *CURRENT SURVEY CONTROL
 MR0861  ___________________________________________________________________
 MR0861* NAD 83(1993)-  41 34 08.33351(N)    110 55 46.43344(W)     ADJUSTED  
 MR0861* NAVD 88     -      2492.4    (meters)    8177.     (feet)  VERTCON   
 MR0861  ___________________________________________________________________
 MR0861  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 MR0861  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 MR0861
 MR0861  HORZ ORDER  -  THIRD
 MR0861
 MR0861.The horizontal coordinates were established by classical geodetic methods
 MR0861.and adjusted by the National Geodetic Survey in January 1997..
 MR0861
 MR0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0861
 MR0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0861
 MR0861.The geoid height was determined by GEOID03.
 MR0861
 MR0861;                    North         East     Units Scale Factor Converg.
 MR0861;SPC WY W     -   219,053.716   729,422.040   MT  0.99999878   -0 33 41.5
 MR0861;UTM  12      - 4,601,924.935   505,872.471   MT  0.99960042   +0 02 48.2
 MR0861
 MR0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0861!SPC WY W     -   0.99961151  x   0.99999878  =   0.99961030
 MR0861!UTM  12      -   0.99961151  x   0.99960042  =   0.99921209
 MR0861
 MR0861:                Primary Azimuth Mark                     Grid Az
 MR0861:SPC WY W     -  CHIMNEY                                  142 13 57.7
 MR0861:UTM  12      -  CHIMNEY                                  141 37 28.0
 MR0861
 MR0861|---------------------------------------------------------------------|
 MR0861| PID    Reference Object                     Distance      Geod. Az  |
 MR0861|                                                           dddmmss.s |
 MR0861| MR0859 CHIMNEY                             APPROX. 5.5 KM 1414016.2 |
 MR0861|---------------------------------------------------------------------|
 MR0861
 MR0861                          SUPERSEDED SURVEY CONTROL
 MR0861
 MR0861  NAD 83(1986)-  41 34 08.32075(N)    110 55 46.42570(W) AD(       ) 3
 MR0861  NAD 27      -  41 34 08.52147(N)    110 55 43.75636(W) AD(       ) 3
 MR0861  NGVD 29 (07/19/86) 2491.0    (m)         8173.     (f) VERT ANG       
 MR0861
 MR0861.Superseded values are not recommended for survey control.
 MR0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0861.See file dsdata.txt to determine how the superseded data were derived.
 MR0861
 MR0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM0587201925(NAD 83)
 MR0861_MARKER: DD = SURVEY DISK
 MR0861_SETTING: 66 = SET IN ROCK OUTCROP
 MR0861_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MR0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0861+STABILITY: POSITION/ELEVATION WELL
 MR0861
 MR0861  HISTORY     - Date     Condition        Report By
 MR0861  HISTORY     - 1961     MONUMENTED       USGS
 MR0861
 MR0861                          STATION DESCRIPTION
 MR0861
 MR0861'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 MR0861'SE. OF RANDOLPH, UTAH, ON PROMINIENT TOP KNOWN LOCALLY AS
 MR0861'---THE PINNACLE---.
 MR0861'
 MR0861'TO REACH FROM THE JUNCTION OF UTAH STATE HIGHWAY 39 AND UTAH STATE
 MR0861'HIGHWAY 3 AT WOODRUFF, UTAH - GO E. 1.3 MI. ON GRAVEL RD. TO T-RD.
 MR0861'W., TURN LEFT N. ON GRAVEL RD. 0.5 MI. TO T-RD. E., TURN RIGHT E.
 MR0861'2.8 MI., CROSSING IRON BRIDGE OVER BEAR RIVER TO TRAIL E. AT RIGHT
 MR0861'ANGLE-BEND S. OF A GRAVEL RD., GO NE. ON TRAIL RD. 0.4 MI. TO T-FENCE
 MR0861'S. AT WIRE GATE, PASS THROUGH GATE AND TURN E. ON TRAIL RD. ALONG
 MR0861'FENCE 1.8 MI. THROUGH DRY HOLLOW RESERVOIR TO A TRAIL-RD. FORK, KEEP
 MR0861'LEFT ON TRAIL RD. 4.5 MI. TO T-TRAIL S., CONTINUE GENERALLY E. ON MAIN
 MR0861'TRAIL RD.,0.8 MI. TO TRAIL RD. FORK KEEP RIGHT, CROSSING TWO DEEP DRY
 MR0861'DRAIN FORDS, 4.0 MI. TO SADDLE ON HIGH MAIN RIDGE, LEAVE TRAIL RD. AND
 MR0861'GO S. 0.1 MI. TO BASE OF STEEP RIDGE AND END OF TRUCK TRAVEL.  PACK S.
 MR0861'UP STEEP SLOPE TO SUMMIT OF ---THE PINNACLE--- AND STATION SITE.  A 5
 MR0861'MINUTE BACK PACK.
 MR0861'
 MR0861'STATION MARK - STANDARD TABLET STAMPED ---SESSION MTN-ET 1961--- SET
 MR0861'SOLIDLY IN DRILL HOLE IN ROCK OUTCROP.  A ROCK CAIRN BUILT OVER
 MR0861'STATION MARK.
 MR0861'
 MR0861'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1287 ***********************************************************************
 MO1287  DESIGNATION -  SEVEN MILE
 MO1287  PID         -  MO1287
 MO1287  STATE/COUNTY-  WY/ALBANY
 MO1287  USGS QUAD   -  JAMES LAKE (1978)
 MO1287
 MO1287                         *CURRENT SURVEY CONTROL
 MO1287  ___________________________________________________________________
 MO1287* NAD 83(1993)-  41 27 24.52511(N)    105 58 08.62527(W)     ADJUSTED  
 MO1287* NAVD 88     -      2310.5    (meters)    7580.     (feet)  VERTCON   
 MO1287  ___________________________________________________________________
 MO1287  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 MO1287  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 MO1287
 MO1287  HORZ ORDER  -  SECOND
 MO1287
 MO1287.The horizontal coordinates were established by classical geodetic methods
 MO1287.and adjusted by the National Geodetic Survey in January 1997..
 MO1287
 MO1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1287
 MO1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1287
 MO1287.The geoid height was determined by GEOID03.
 MO1287
 MO1287;                    North         East     Units Scale Factor Converg.
 MO1287;SPC WY E     -   106,561.522   132,962.440   MT  0.99999279   -0 31 52.5
 MO1287;SPC WYEC     -   207,149.237   513,981.254   MT  1.00009733   +0 54 12.0
 MO1287;UTM  13      - 4,589,922.763   419,065.158   MT  0.99968061   -0 38 29.8
 MO1287
 MO1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1287!SPC WY E     -   0.99963953  x   0.99999279  =   0.99963232
 MO1287!SPC WYEC     -   0.99963953  x   1.00009733  =   0.99973682
 MO1287!UTM  13      -   0.99963953  x   0.99968061  =   0.99932025
 MO1287
 MO1287:                Primary Azimuth Mark                     Grid Az
 MO1287:SPC WY E     -  SAN FRANCISCO NEW YORK AIRWAY BEACON 38  009 54 03.8
 MO1287:SPC WYEC     -  SAN FRANCISCO NEW YORK AIRWAY BEACON 38  008 27 59.3
 MO1287:UTM  13      -  SAN FRANCISCO NEW YORK AIRWAY BEACON 38  010 00 41.1
 MO1287
 MO1287|---------------------------------------------------------------------|
 MO1287| PID    Reference Object                     Distance      Geod. Az  |
 MO1287|                                                           dddmmss.s |
 MO1287| MO1307 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.28.1 KM 0092211.3 |
 MO1287| CQ4883 SEVEN MILE RM 1                      16.931 METERS 04552     |
 MO1287| CQ4882 SEVEN MILE AZ MK                                   2513535.5 |
 MO1287| CQ4884 SEVEN MILE RM 2                      14.660 METERS 31605     |
 MO1287|---------------------------------------------------------------------|
 MO1287
 MO1287                          SUPERSEDED SURVEY CONTROL
 MO1287
 MO1287  NAD 83(1986)-  41 27 24.51227(N)    105 58 08.62357(W) AD(       ) 2
 MO1287  NAD 27      -  41 27 24.61600(N)    105 58 06.60700(W) AD(       ) 2
 MO1287  NGVD 29 (07/19/86) 2309.3    (m)         7576.     (f) VERT ANG       
 MO1287
 MO1287.Superseded values are not recommended for survey control.
 MO1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1287.See file dsdata.txt to determine how the superseded data were derived.
 MO1287
 MO1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1906589923(NAD 83)
 MO1287_MARKER: DS = TRIANGULATION STATION DISK
 MO1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1287
 MO1287  HISTORY     - Date     Condition        Report By
 MO1287  HISTORY     - 1948     MONUMENTED       CGS
 MO1287  HISTORY     - 1959     GOOD             USGS
 MO1287  HISTORY     - 1974     GOOD             DMA
 MO1287
 MO1287                          STATION DESCRIPTION
 MO1287
 MO1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1287'STATION LOCATED ABOUT 22 MILES AIRLINE NORTHWEST OF LARAMIE,
 MO1287'1.0 MILE NORTH-NORTHEAST OF THE QUEALY DOME OILFIELD, 4 MILES
 MO1287'AIRLINE WEST SOUTHWEST OF JAMES LAKE, 1/4 MILE NORTH OF SEVEN
 MO1287'MILE CREEK, NEAR SOUTH EDGE OF RIDGE, 7 FEET NORTH OF WHITE
 MO1287'WITNESS POST, PROJECTS 4 INCHES, AND STAMPED, SEVEN MILE 1948.
 MO1287'
 MO1287'REFERENCE MARK NO. 1 IS ABOUT 6 INCHES LOWER THAN STATION,
 MO1287'PROJECTS 4 INCHES, AND STAMPED, SEVEN MILE NO 1 1948.
 MO1287'
 MO1287'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION,
 MO1287'PROJECTS 4 INCHES, AND STAMPED, SEVEN MILE NO 2 1948.
 MO1287'
 MO1287'AZIMUTH MARK IS LOCATED 23 PACES SOUTHEAST OF FENCE CORNER,
 MO1287'10-1/2 PACES EAST OF ROAD LEADING TO STATION, 5-1/2 PACES
 MO1287'NORTHEAST OF A WHITE 2X4 WITH VENT 2 PAINTED ON IT, 3 FEET
 MO1287'EAST OF WHITE WITNESS POST, PROJECTS 4 INCHES, AND STAMPED,
 MO1287'SEVEN MILE 1948.
 MO1287'
 MO1287'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 130 AND 230, ABOUT
 MO1287'2 MILES WEST OF LARAMIE, GO NORTHWESTERLY ON STATE HIGHWAY
 MO1287'130 FOR 4.7 MILES TO A SIDE ROAD RIGHT AND SIGN THE CALIFORNIA
 MO1287'CO.  TURN RIGHT, NORTH, AND FOLLOW GRADED ROAD FOR 6.3 MILES
 MO1287'TO FORKS.  KEEP LEFT FORK AND GO 4.8 MILES TO FORK.  KEEP
 MO1287'RIGHT FORK AND FOLLOW MAIN ROAD FOR 7.35 MILES TO FORK.  KEEP
 MO1287'LEFT FORK, WEST, AND GO 2.0 MILES TO CROSSROAD AND SIGN
 MO1287'CALIFORNIA CO.  TURN RIGHT, NORTH, AND FOLLOW ROAD THROUGH
 MO1287'THE QUEALY DOME OILFIELD FOR 0.6 MILE TO FORK.  TAKE RIGHT
 MO1287'FORK, NORTH ALONG PIPE LINE, FOR 0.4 MILE TO AZIMUTH MARK ON
 MO1287'RIGHT AS DESCRIBED ABOVE.  CONTINUE NORTH ALONG ROAD AND
 MO1287'PIPE LINE FOR 0.4 MILE TO TOP OF RIDGE.  TURN RIGHT AND
 MO1287'DRIVE ACROSS COUNTRY IN EASTERLY DIRECTION FOR 0.7 MILE TO TOP OF
 MO1287'RIDGE.  TURN RIGHT, SOUTH, AND GO 0.2 MILE ALONG RIDGE TO
 MO1287'STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 MO1287
 MO1287                          STATION RECOVERY (1959)
 MO1287
 MO1287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MO1287'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 MO1287'
 MO1287'STATION MARK--USC AND GS STANDARD DISK, STAMPED ---SEVEN MILE 1948---.
 MO1287
 MO1287                          STATION RECOVERY (1974)
 MO1287
 MO1287'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 MO1287'THE STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOW-CHANGE
 MO1287'IN THE TO REACH--....AND FOLLOW MAIN ROAD FOR 7.35 MILES TO FORK.
 MO1287'KEEP LEFT FORK,....SHOULD READ....AND FOLLOW MAIN ROAD FOR 7.35
 MO1287'MILES TO FORK.  KEEP RIGHT FORK, NORTH, AND GO 2.0 MILES TO THE
 MO1287'JUNCTION OF THE ROAD AND I-80.  CONTINUE TO THE NORTH SIDE OF THE
 MO1287'INTERSTATE HIGHWAY AND PASS THROUGH TWO GATES IN THE FENCE LINE
 MO1287'IN THE NORTHWEST CORNER OF THE JUNCTION.  CONTINUE ACROSS COUNTRY
 MO1287'IN A NORTHWESTERLY DIRECTION FOR ABOUT 1.5 MILES TO THE
 MO1287'HIGHEST POINT ON THE RIDGE WHICH IS ABOUT 1/4 MILE NORTH OF SEVEN
 MO1287'MILE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0367 ***********************************************************************
 PX0367  DESIGNATION -  SFTM 1
 PX0367  PID         -  PX0367
 PX0367  STATE/COUNTY-  WY/BIG HORN
 PX0367  USGS QUAD   -  DEAD INDIAN HILL (1951)
 PX0367
 PX0367                         *CURRENT SURVEY CONTROL
 PX0367  ___________________________________________________________________
 PX0367* NAD 83(1993)-  44 14 31.05439(N)    108 31 03.43120(W)     ADJUSTED  
 PX0367* NAVD 88     -      1518.26   (+/-2cm)    4981.2    (feet)  VERTCON   
 PX0367  ___________________________________________________________________
 PX0367  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 PX0367  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 PX0367
 PX0367  HORZ ORDER  -  THIRD
 PX0367  VERT ORDER  -  THIRD ? (See Below)
 PX0367
 PX0367.The horizontal coordinates were established by classical geodetic methods
 PX0367.and adjusted by the National Geodetic Survey in January 1997..
 PX0367
 PX0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0367.The vertical order pertains to the NGVD 29 superseded value.
 PX0367
 PX0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0367
 PX0367.The geoid height was determined by GEOID03.
 PX0367
 PX0367;                    North         East     Units Scale Factor Converg.
 PX0367;SPC WYEC     -   516,315.005   305,405.487   MT  1.00004751   -0 49 34.8
 PX0367;UTM  12      - 4,901,744.076   698,213.764   MT  1.00008321   +1 43 57.0
 PX0367
 PX0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0367!SPC WYEC     -   0.99976406  x   1.00004751  =   0.99981156
 PX0367!UTM  12      -   0.99976406  x   1.00008321  =   0.99984725
 PX0367
 PX0367:                Primary Azimuth Mark                     Grid Az
 PX0367:SPC WYEC     -  FENTON                                   292 24 53.3
 PX0367:UTM  12      -  FENTON                                   289 51 21.5
 PX0367
 PX0367|---------------------------------------------------------------------|
 PX0367| PID    Reference Object                     Distance      Geod. Az  |
 PX0367|                                                           dddmmss.s |
 PX0367| PX0363 FENTON                              APPROX. 7.4 KM 2913518.5 |
 PX0367|---------------------------------------------------------------------|
 PX0367
 PX0367                          SUPERSEDED SURVEY CONTROL
 PX0367
 PX0367  NAD 83(1986)-  44 14 31.04509(N)    108 31 03.42398(W) AD(       ) 3
 PX0367  NAD 27      -  44 14 31.20798(N)    108 31 01.00858(W) AD(       ) 3
 PX0367  NGVD 29 (07/19/86) 1517.28   (m)         4977.9    (f) LEVELING    3  
 PX0367
 PX0367.Superseded values are not recommended for survey control.
 PX0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0367.See file dsdata.txt to determine how the superseded data were derived.
 PX0367
 PX0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ9821401744(NAD 83)
 PX0367_MARKER: DD = SURVEY DISK
 PX0367_SETTING: 0 = UNSPECIFIED SETTING
 PX0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0367
 PX0367  HISTORY     - Date     Condition        Report By
 PX0367  HISTORY     - 1948     MONUMENTED       USGS
 PX0367
 PX0367                          STATION DESCRIPTION
 PX0367
 PX0367'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0367'LOCATED IN SEC.4 R. 97 W., T. 49 N., STATION IS LOCATED ABOUT 40 MI.
 PX0367'SE. OF CODY, ABOUT 20 MI. S. OF U.S.HIGHWAY 20, ABOUT 14 MI. S. OF
 PX0367'GREYBULL RIVER, ABOUT 1000 FT. S. OF TWO CABINS ON E. SIDE OF TRAIL
 PX0367'RD., ABOUT 15 FT. W. OF FIRST CURVE IN TRAIL RD. S. OF CABINS.
 PX0367'
 PX0367'TO REACH STATION FROM CODY, FOLLOW U.S.HIGHWAY 20 TOWARD GREYBULL,
 PX0367'FOR ABOUT 28.2 MI. TO GRAVEL RD. S., TURN RIGHT AND FOLLOW RD. S.
 PX0367'ACROSS GREYBULL RIVER AND OVER TATMAN RIDGE ABOUT 21.9 MI. PAST TWO
 PX0367'CABINS ON E. SIDE OF RD. TO CURVE IN TRAIL TO W. AND STATION.
 PX0367'
 PX0367'STATION MARK - STANDARD TABLET STAMPED ---SFTM 1 1948--- IN TOP OF
 PX0367'CONCRETE POST PROJECTING 4 IN. ABOVE GROUND.
 PX0367'
 PX0367'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0601 ***********************************************************************
 MP0601  DESIGNATION -  SHACK
 MP0601  PID         -  MP0601
 MP0601  STATE/COUNTY-  WY/CARBON
 MP0601  USGS QUAD   -  FERRIS LAKE (1971)
 MP0601
 MP0601                         *CURRENT SURVEY CONTROL
 MP0601  ___________________________________________________________________
 MP0601* NAD 83(1993)-  41 53 52.40708(N)    106 59 53.24472(W)     ADJUSTED  
 MP0601* NAVD 88     -      1992.8    (meters)    6538.     (feet)  VERTCON   
 MP0601  ___________________________________________________________________
 MP0601  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 MP0601  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 MP0601
 MP0601  HORZ ORDER  -  THIRD
 MP0601
 MP0601.The horizontal coordinates were established by classical geodetic methods
 MP0601.and adjusted by the National Geodetic Survey in January 1997..
 MP0601
 MP0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0601
 MP0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0601
 MP0601.The geoid height was determined by GEOID03.
 MP0601
 MP0601;                    North         East     Units Scale Factor Converg.
 MP0601;SPC WYEC     -   255,291.266   427,815.021   MT  0.99994702   +0 13 25.9
 MP0601;UTM  13      - 4,640,369.724   334,252.180   MT  0.99993806   -1 20 04.8
 MP0601
 MP0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0601!SPC WYEC     -   0.99968972  x   0.99994702  =   0.99963676
 MP0601!UTM  13      -   0.99968972  x   0.99993806  =   0.99962780
 MP0601
 MP0601:                Primary Azimuth Mark                     Grid Az
 MP0601:SPC WYEC     -  STEELE 2                                 179 27 56.1
 MP0601:UTM  13      -  STEELE 2                                 181 01 26.8
 MP0601
 MP0601|---------------------------------------------------------------------|
 MP0601| PID    Reference Object                     Distance      Geod. Az  |
 MP0601|                                                           dddmmss.s |
 MP0601| MP0599 STEELE 2                            APPROX. 6.7 KM 1794122.0 |
 MP0601|---------------------------------------------------------------------|
 MP0601
 MP0601                          SUPERSEDED SURVEY CONTROL
 MP0601
 MP0601  NAD 83(1986)-  41 53 52.39491(N)    106 59 53.23678(W) AD(       ) 3
 MP0601  NAD 27      -  41 53 52.54151(N)    106 59 51.07584(W) AD(       ) 3
 MP0601  NGVD 29 (07/19/86) 1991.6    (m)         6534.     (f) VERT ANG       
 MP0601
 MP0601.Superseded values are not recommended for survey control.
 MP0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0601.See file dsdata.txt to determine how the superseded data were derived.
 MP0601
 MP0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3425240370(NAD 83)
 MP0601_MARKER: DD = SURVEY DISK
 MP0601_SETTING: 0 = UNSPECIFIED SETTING
 MP0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0601
 MP0601  HISTORY     - Date     Condition        Report By
 MP0601  HISTORY     - 1951     MONUMENTED       USGS
 MP0601
 MP0601                          STATION DESCRIPTION
 MP0601
 MP0601'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0601'STATION IS LOCATED ABOUT 8.2 MI. N. AND 5.5 MI. E. OF  SINCLAIR,
 MP0601'WYOMING ON A SMALL HILL ABOUT 300 FT. S. OF A E-W FENCELINE AND 1400
 MP0601'FT. W. OF A N-S TRACK RD.
 MP0601'
 MP0601'TO REACH STATION FROM HOTEL AT SINCLAIR, WYOMING PROCEED W. ON U.S.
 MP0601'HWY. 30 THREE BLOCKS TO SEVENTH ST., THENCE N. 0.3 MI. TO CATTLEGUARD
 MP0601'AND CROSSROAD, THENCE NE. ON MAIN TRAVELED  GRADED RD. 3.3 MI. TO
 MP0601'CROSSROAD, THENCE RIGHT 9.5 MI. TO CULVERT AND TRACK RD. THENCE
 MP0601'RIGHT  2.1 MI. TO FORKS, THENCE RIGHT ABOUT 300 FT. TO FORK,
 MP0601'THENCE RIGHT 0.5 MI. TO FENCE, THENCE RIGHT ALONG FENCE 1400 FT.
 MP0601'THENCE LEFT S. ABOUT 300 FT. TO TOP OF SMALL HILL AND STATION.
 MP0601'
 MP0601'STATION MARKS - STANDARD TABLET SET IN CONCRETE POST AND STAMPED
 MP0601'--- LFR-SHACK 1951 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0252 ***********************************************************************
 NS0252  DESIGNATION -  SHALE
 NS0252  PID         -  NS0252
 NS0252  STATE/COUNTY-  WY/FREMONT
 NS0252  USGS QUAD   -  WOLF POINT (1991)
 NS0252
 NS0252                         *CURRENT SURVEY CONTROL
 NS0252  ___________________________________________________________________
 NS0252* NAD 83(1993)-  42 41 44.37814(N)    108 37 54.41243(W)     ADJUSTED  
 NS0252* NAVD 88     -      1812.6    (meters)    5947.     (feet)  VERTCON   
 NS0252  ___________________________________________________________________
 NS0252  LAPLACE CORR-         -12.69  (seconds)                    DEFLEC99
 NS0252  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 NS0252
 NS0252  HORZ ORDER  -  THIRD
 NS0252
 NS0252.The horizontal coordinates were established by classical geodetic methods
 NS0252.and adjusted by the National Geodetic Survey in January 1997..
 NS0252
 NS0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0252
 NS0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0252
 NS0252.The geoid height was determined by GEOID03.
 NS0252
 NS0252;                    North         East     Units Scale Factor Converg.
 NS0252;SPC WYWC     -   243,853.672   609,686.507   MT  0.99993865   +0 04 48.6
 NS0252;UTM  12      - 4,729,738.649   693,984.090   MT  1.00006298   +1 36 23.0
 NS0252
 NS0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0252!SPC WYWC     -   0.99971768  x   0.99993865  =   0.99965635
 NS0252!UTM  12      -   0.99971768  x   1.00006298  =   0.99978065
 NS0252
 NS0252:                Primary Azimuth Mark                     Grid Az
 NS0252:SPC WYWC     -  COTTON                                   161 56 42.8
 NS0252:UTM  12      -  COTTON                                   160 25 08.4
 NS0252
 NS0252|---------------------------------------------------------------------|
 NS0252| PID    Reference Object                     Distance      Geod. Az  |
 NS0252|                                                           dddmmss.s |
 NS0252| NS0245 COTTON                              APPROX. 7.8 KM 1620131.4 |
 NS0252|---------------------------------------------------------------------|
 NS0252
 NS0252                          SUPERSEDED SURVEY CONTROL
 NS0252
 NS0252  NAD 83(1986)-  42 41 44.36231(N)    108 37 54.41448(W) AD(       ) 3
 NS0252  NAD 27      -  42 41 44.51599(N)    108 37 52.01341(W) AD(       ) 3
 NS0252  NGVD 29 (07/19/86) 1811.6    (m)         5944.     (f) VERT ANG       
 NS0252
 NS0252.Superseded values are not recommended for survey control.
 NS0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0252.See file dsdata.txt to determine how the superseded data were derived.
 NS0252
 NS0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9398429739(NAD 83)
 NS0252_MARKER: DD = SURVEY DISK
 NS0252_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0252_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0252
 NS0252  HISTORY     - Date     Condition        Report By
 NS0252  HISTORY     - 1951     MONUMENTED       USGS
 NS0252
 NS0252                          STATION DESCRIPTION
 NS0252
 NS0252'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0252'STATION SHALE LIES APPROXIMATELY 10.6 -AIR- MI. SE. OF LANDER, WYOMING
 NS0252'ALONG HIGHWAY 28 ON A HIGH SHALE RIDGE ABOUT 1/4 MI. TO THE E. OF THE
 NS0252'HIGHWAY.
 NS0252'
 NS0252'FROM THE JUNCTIONS OF HIGHWAY 28 AND HIGHWAY 287 PROCEED ALONG HIGHWAY
 NS0252'28 FOR 3.8 MI.  TURN LEFT ACROSS COUNTRY FOR ABOUT .2 MI. UNTIL THE
 NS0252'BASE OF THE RIDGE IS MET.
 NS0252'THE STATION CAN BE REACHED BY A 5 MINUTE WALK UP THE RIDGE TO THE HIGH
 NS0252'POINT.
 NS0252'
 NS0252'STATION MARK - A STANDARD BRONZE TABLET WELDED INTO AN IRON PIPE,
 NS0252'PROTRUDING .9 FT. ABOVE LEVEL GROUND.  STAMPED ---WR SHALE 1951---.
 NS0252'
 NS0252'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0540 ***********************************************************************
 PW0540  DESIGNATION -  SHALE ET
 PW0540  PID         -  PW0540
 PW0540  STATE/COUNTY-  WY/WASHAKIE
 PW0540  USGS QUAD   -  WILD HORSE HILL (1967)
 PW0540
 PW0540                         *CURRENT SURVEY CONTROL
 PW0540  ___________________________________________________________________
 PW0540* NAD 83(1993)-  44 04 43.25206(N)    107 34 42.54198(W)     ADJUSTED  
 PW0540* NAVD 88     -      1585.6    (meters)    5202.     (feet)  VERTCON   
 PW0540  ___________________________________________________________________
 PW0540  LAPLACE CORR-          12.89  (seconds)                    DEFLEC99
 PW0540  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 PW0540
 PW0540  HORZ ORDER  -  THIRD
 PW0540
 PW0540.The horizontal coordinates were established by classical geodetic methods
 PW0540.and adjusted by the National Geodetic Survey in January 1997..
 PW0540
 PW0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0540
 PW0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0540
 PW0540.The geoid height was determined by GEOID03.
 PW0540
 PW0540;                    North         East     Units Scale Factor Converg.
 PW0540;SPC WYEC     -   497,520.492   380,364.636   MT  0.99994224   -0 10 13.9
 PW0540;UTM  13      - 4,883,844.638   293,543.393   MT  1.00012426   -1 47 39.6
 PW0540
 PW0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0540!SPC WYEC     -   0.99975322  x   0.99994224  =   0.99969548
 PW0540!UTM  13      -   0.99975322  x   1.00012426  =   0.99987745
 PW0540
 PW0540:                Primary Azimuth Mark                     Grid Az
 PW0540:SPC WYEC     -  ROAD ET                                  086 28 33.2
 PW0540:UTM  13      -  ROAD ET                                  088 05 58.9
 PW0540
 PW0540|---------------------------------------------------------------------|
 PW0540| PID    Reference Object                     Distance      Geod. Az  |
 PW0540|                                                           dddmmss.s |
 PW0540| PW0528 ROAD ET                             APPROX.12.5 KM 0861819.3 |
 PW0540|---------------------------------------------------------------------|
 PW0540
 PW0540                          SUPERSEDED SURVEY CONTROL
 PW0540
 PW0540  NAD 83(1986)-  44 04 43.23536(N)    107 34 42.53511(W) AD(       ) 3
 PW0540  NAD 27      -  44 04 43.37430(N)    107 34 40.23906(W) AD(       ) 3
 PW0540  NGVD 29 (07/19/86) 1584.8    (m)         5199.     (f) VERT ANG       
 PW0540
 PW0540.Superseded values are not recommended for survey control.
 PW0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0540.See file dsdata.txt to determine how the superseded data were derived.
 PW0540
 PW0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ9354383845(NAD 83)
 PW0540_MARKER: DD = SURVEY DISK
 PW0540_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0540_SP_SET: METAL PIPE AND CONCRETE SURROUND
 PW0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0540
 PW0540  HISTORY     - Date     Condition        Report By
 PW0540  HISTORY     - 1966     MONUMENTED       USGS
 PW0540
 PW0540                          STATION DESCRIPTION
 PW0540
 PW0540'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PW0540'STATION IS LOCATED ABOUT 3.0 MI. N. AND 6.5 MI. W. OF TEN SLEEP,
 PW0540'WASHAKIE COUNTY, WYOMING.
 PW0540'
 PW0540'TO REACH STATION FROM THE POST OFFICE IN TEN SLEEP, PROCEED W. ON
 PW0540'U.S. HIGHWAY NO. 16 FOR 7.0 MI. TO RD. N., LEAVE HIGHWAY AND FOLLOW
 PW0540'BLM RD. GENERALLY N. AND E. FOR 3.2 MI. TO RIDGE SUMMIT, TURN
 PW0540'LEFT ALONG RIDGE FOR 0.7 MI. TO GATE (BLM MONUMENT INDICATING
 PW0540'---BIBLES FENCE---).  PASS THROUGH GATE AND CONTINUE N. ALONG RIDGE
 PW0540'LINE FOR 1.15 MI. TO THE HIGHEST RIDGE TOP AND THE STATION, ABOUT
 PW0540'100 FT. E. OF THE RD.
 PW0540'
 PW0540'STATION MARK--STANDARD USGS TABLET, SET IN TOP OF A 2-1/2 IN. IRON
 PW0540'PIPE FILLED WITH CONCRETE, PROJECTING ABOUT 0.1 FT. ABOVE GROUND,
 PW0540'STAMPED ---SHALE 1966---.
 PW0540'
 PW0540'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ1670 ***********************************************************************
 AJ1670  DESIGNATION -  SHARON
 AJ1670  PID         -  AJ1670
 AJ1670  STATE/COUNTY-  WY/SWEETWATER
 AJ1670  USGS QUAD   -  SEVENMILE GULCH (1980)
 AJ1670
 AJ1670                         *CURRENT SURVEY CONTROL
 AJ1670  ___________________________________________________________________
 AJ1670* NAD 83(1993)-  41 40 43.18019(N)    109 56 48.07930(W)     ADJUSTED  
 AJ1670* NAVD 88     -      1924.5    (meters)    6314.     (feet)  GPS OBS   
 AJ1670  ___________________________________________________________________
 AJ1670  X           -  -1,628,026.484 (meters)                     COMP
 AJ1670  Y           -  -4,485,948.750 (meters)                     COMP
 AJ1670  Z           -   4,220,283.179 (meters)                     COMP
 AJ1670  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AJ1670  ELLIP HEIGHT-        1909.72  (meters)          (02/28/01) GPS OBS
 AJ1670  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 AJ1670
 AJ1670  HORZ ORDER  -  A
 AJ1670  ELLP ORDER  -  SECOND    CLASS I
 AJ1670
 AJ1670.The horizontal coordinates were established by GPS observations
 AJ1670.and adjusted by the National Geodetic Survey in February 2001..
 AJ1670
 AJ1670.The orthometric height was determined by GPS observations and a
 AJ1670.high-resolution geoid model.
 AJ1670
 AJ1670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1670
 AJ1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1670
 AJ1670.The ellipsoidal height was determined by GPS observations
 AJ1670.and is referenced to NAD 83.
 AJ1670
 AJ1670.The geoid height was determined by GEOID03.
 AJ1670
 AJ1670;                    North         East     Units Scale Factor Converg.
 AJ1670;SPC WYWC     -   131,580.747   500,361.557   MT  1.00005963   -0 47 44.9
 AJ1670;UTM  12      - 4,614,635.234   587,670.815   MT  0.99969458   +0 42 01.6
 AJ1670
 AJ1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1670!SPC WYWC     -   0.99970055  x   1.00005963  =   0.99976017
 AJ1670!UTM  12      -   0.99970055  x   0.99969458  =   0.99939523
 AJ1670
 AJ1670                          SUPERSEDED SURVEY CONTROL
 AJ1670
 AJ1670.No superseded survey control is available for this station.
 AJ1670
 AJ1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM8767114635(NAD 83)
 AJ1670_MARKER: Z = SEE DESCRIPTION
 AJ1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1670_STAMPING: T.G. C.P. SHARON
 AJ1670_MARK LOGO: FMC   
 AJ1670_MAGNETIC: P = MARKER IS A STEEL PIPE
 AJ1670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1670+STABILITY: POSITION/ELEVATION WELL
 AJ1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1670+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ1670
 AJ1670  HISTORY     - Date     Condition        Report By
 AJ1670  HISTORY     - 1999     MONUMENTED       FMC
 AJ1670
 AJ1670                          STATION DESCRIPTION
 AJ1670
 AJ1670'DESCRIBED BY FMC CORPORATION 1999 (KZS)
 AJ1670'THE STATION IS LOCATED IN THE SE1/4 SE1/4 OF SECTION 28, T.  20 N., R.
 AJ1670'111 W., 6TH P.M., 6.1 MI (9.8 KM) NE OF GRANGER, WYOMING, 10.3 MI
 AJ1670'(16.6 KM) NNW OF LITTLE AMERICA, AND 26.1 MI (42.0 KM) NW OF GREEN
 AJ1670'RIVER.  OWNERSHIP--U.S.  BUREAU OF LAND MANAGEMENT.  TO REACH THE
 AJ1670'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 80 AND WYOMING
 AJ1670'HIGHWAY 372 (EXIT 83) , GO NORTH ON WYOMING HIGHWAY 372 13.0 MI (20.9
 AJ1670'KM) TO COUNTY ROAD 11, TURN LEFT (WEST) FOR 9.35 MI (15.05 KM) TOA
 AJ1670'GRAVEL ROAD ON THE LEFT, TURN LEFT (WEST) ON THE GRAVEL ROAD FOR 1.5
 AJ1670'MITO POINT WHERE THE GRAVEL ROAD BECOMES A TWO TRACK ROAD, CONTINUE
 AJ1670'ALONG THE GRAVEL ROAD 2.8 MI (4.5 KM) TO A GRAVEL ROAD ON RIGHT, TURN
 AJ1670'RIGHT (NORTHEAST) AND TRAVEL 0.9 MI.  (1.4 KM) THE MONUMENT IS 200
 AJ1670'FEET (61.0 M) LEFT OF THE GRAVEL ROAD.  THE STATION IS A 4 IN DIAMETER
 AJ1670'STEEL PIPE INSIDE A 6 INCH DIAMETER STEEL CASING FILLED WIH CONCRETE
 AJ1670'GROUTED TO A DEPTH OF 120 FEET (36.6 M) .  THE MONUMENT IS A 5 INCH BY
 AJ1670'6 INCH CENTERPUNCHED STEEL PLATE WELDED TO THE TOP OF THE PIPE AND
 AJ1670'STAMPED T.G.  C.P.  SHARON.  THE CAP IS 30 CM ABOVE GROUND.  5 FOOT
 AJ1670'(1.5 M) HIGH STEEL REBARS ARE 4 FT (1.2 M) NORTH AND SOUTH OF THE
 AJ1670'STATION.  DESCRIBED BY KEN SCHRAMM OF FMC GRANGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0553 ***********************************************************************
 PV0553  DESIGNATION -  SHARP
 PV0553  PID         -  PV0553
 PV0553  STATE/COUNTY-  WY/CAMPBELL
 PV0553  USGS QUAD   -  COYOTE DRAW (1971)
 PV0553
 PV0553                         *CURRENT SURVEY CONTROL
 PV0553  ___________________________________________________________________
 PV0553* NAD 83(1993)-  44 11 10.33630(N)    105 21 46.85991(W)     ADJUSTED  
 PV0553* NAVD 88     -      1503.2    (meters)    4932.     (feet)  VERTCON   
 PV0553  ___________________________________________________________________
 PV0553  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 PV0553  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 PV0553
 PV0553  HORZ ORDER  -  FIRST
 PV0553
 PV0553.The horizontal coordinates were established by classical geodetic methods
 PV0553.and adjusted by the National Geodetic Survey in January 1997..
 PV0553
 PV0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0553
 PV0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0553
 PV0553.The geoid height was determined by GEOID03.
 PV0553
 PV0553;                    North         East     Units Scale Factor Converg.
 PV0553;SPC WY E     -   409,456.716   184,301.833   MT  0.99994053   -0 08 12.7
 PV0553;UTM  13      - 4,892,618.568   470,986.636   MT  0.99961035   -0 15 10.9
 PV0553
 PV0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0553!SPC WY E     -   0.99976660  x   0.99994053  =   0.99970715
 PV0553!UTM  13      -   0.99976660  x   0.99961035  =   0.99937704
 PV0553
 PV0553:                Primary Azimuth Mark                     Grid Az
 PV0553:SPC WY E     -  DEVILS TOWER TOP CENTER                  048 52 29.1
 PV0553:UTM  13      -  DEVILS TOWER TOP CENTER                  048 59 27.3
 PV0553
 PV0553|---------------------------------------------------------------------|
 PV0553| PID    Reference Object                     Distance      Geod. Az  |
 PV0553|                                                           dddmmss.s |
 PV0553| PV0523 DEVILS TOWER TOP CENTER             APPROX.68.4 KM 0484416.4 |
 PV0553| CQ4886 SHARP RM 1                           12.685 METERS 17635     |
 PV0553| CQ4885 SHARP AZ MK                                        1985603.7 |
 PV0553| CQ4887 SHARP RM 2                            4.222 METERS 27037     |
 PV0553|---------------------------------------------------------------------|
 PV0553
 PV0553                          SUPERSEDED SURVEY CONTROL
 PV0553
 PV0553  NAD 83(1986)-  44 11 10.32380(N)    105 21 46.83339(W) AD(       ) 1
 PV0553  NAD 27      -  44 11 10.39200(N)    105 21 44.86300(W) AD(       ) 1
 PV0553  NGVD 29 (07/19/86) 1502.5    (m)         4929.     (f) VERT ANG       
 PV0553
 PV0553.Superseded values are not recommended for survey control.
 PV0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0553.See file dsdata.txt to determine how the superseded data were derived.
 PV0553
 PV0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ7098792619(NAD 83)
 PV0553_MARKER: I = METAL ROD
 PV0553_SETTING: 0 = UNSPECIFIED SETTING
 PV0553
 PV0553  HISTORY     - Date     Condition        Report By
 PV0553  HISTORY     - 1925     MONUMENTED       CGS
 PV0553  HISTORY     - 1955     SEE DESCRIPTION  CGS
 PV0553  HISTORY     - 1970     GOOD             USAF
 PV0553  HISTORY     - 20011002 GOOD             INDIV
 PV0553
 PV0553                          STATION DESCRIPTION
 PV0553
 PV0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PV0553'ABOUT 12 MILES SOUTHEAST OF GILLETTE, IN NW 1/4 SEC. 35, T.
 PV0553'49 N., R. 71 W., AND ON TOP OF PROMINENT BUTTE WHICH IS HIGHEST
 PV0553'POINT IN IMMEDIATE VICINITY.  BUTTE IS ROUND, SHARP POINTED,
 PV0553'AND IS EASILY RECOGNIZED BY ITS SYMMETRICAL SHAPE.  TO REACH,
 PV0553'GO TO SOUTHEAST PART OF GILLETTE, FOLLOW ROAD LEADING SOUTH
 PV0553'ABOUT 6 MILES TO ROAD LEADING EAST, GO EAST ABOUT 2-1/2 MILES
 PV0553'TO WELL-TRAVELED ROAD TO SOUTH THROUGH PASTURE, FOLLOW ABOUT
 PV0553'4-1/2 MILES TO POINT ON ROAD OPPOSITE BUTTE, AND GO EAST 1/2
 PV0553'MILE TO BASE OF BUTTE WHICH IS 150 METERS (492 FEET) FROM
 PV0553'STATION SITE.  SURFACE MARK IS IRON PIPE.  UNDERGROUND MARK IS
 PV0553'TABLET.  THERE ARE NO REFERENCE MARKS.
 PV0553
 PV0553                          STATION RECOVERY (1955)
 PV0553
 PV0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 PV0553'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO NEW
 PV0553'REFERENCE MARKS AND A NEW AZIMUTH MARK WERE SET.
 PV0553'
 PV0553'A COMPLETE DESCRIPTION IS AS FOLLOWS--STATION IS ABOUT 12
 PV0553'MILES AIRLINE SOUTHEAST OF GILLETTE, ABOUT 3 MILES EAST OF
 PV0553'STATE HIGHWAY 59.  THE STATION IS ON A PROMINENT BUTTE OF
 PV0553'SYMMETRICAL SHAPE WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 PV0553'VICINITY.
 PV0553'
 PV0553'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE.  GO
 PV0553'EAST ON EAST THIRD STREET 0.45 MILE.  TURN RIGHT AND GO SOUTH
 PV0553'ON STATE HIGHWAY 59 7.8 MILES TO A SIDE ROAD TO THE LEFT JUST
 PV0553'BEFORE REACHING A ROAD FORK.  TURN LEFT AND GO EAST AND SOUTH
 PV0553'4.2 MILES TO WHERE THE MAIN ROAD TURNS SOUTH AND A RANCH ROAD
 PV0553'LEADS EAST.  CONTINUE ON THE RANCH ROAD 0.05 MILE TO A CATTLE
 PV0553'GUARD AND THE AZIMUTH MARK TO THE LEFT HAND SIDE OF CATTLE
 PV0553'GUARD.  CONTINUE NORTH 0.4 MILE TO A RANCH HOUSE.  CONTINUE
 PV0553'NORTH ON A TRACK ROAD 0.3 MILE TO THE CREST OF THE FIRST
 PV0553'RIDGE.  TURN RIGHT, EASTERLY, CROSS-COUNTRY 0.4 MILE TO
 PV0553'THE BUTTE AND END OF TRUCK TRAVEL.  PACK NORTH ABOUT 50
 PV0553'YARDS TO HIGHEST POINT AND STATION.
 PV0553'
 PV0553'STATION MARK, A STANDARD DISK STAMPED SHARP 1925, IS CAPPED
 PV0553'TO A 3 INCH PIPE WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 PV0553'THERE IS AN UNDERGROUND STATION MARK.
 PV0553'
 PV0553'REFERENCE MARK 1, A STANDARD DISK STAMPED SHARP NO 1 1925, IS
 PV0553'CEMENTED IN A DRILL HOLE IN A BOULDER, ON THE SOUTH SLOPE OF
 PV0553'HILL, ABOUT 20 FEET LOWER THAN THE STATION.
 PV0553'
 PV0553'REFERENCE MARK 2, A STANDARD DISK STAMPED SHARP NO 2 1925, IS
 PV0553'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON THE
 PV0553'WEST SLOPE OF HILL, ABOUT 2 FEET LOWER THAN STATION.
 PV0553'
 PV0553'AZIMUTH MARK, A STANDARD DISK SET IN A 12 IN BY 12 IN CONCRETE
 PV0553'POST, STAMPED SHARP 1925, IS ABOUT 1 MILE SOUTH OF STATION,
 PV0553'154 FEET NORTH FROM WHERE THE RANCH ROAD AND MAIN ROAD JUNCTION,
 PV0553'AND 23 FEET WEST OF CATTLE GUARD ACROSS RANCH ROAD WHICH LEADS
 PV0553'TO STATION.  MARK PROJECTS 4 INCHES ABOVE GROUND.
 PV0553'
 PV0553'NOTE--A 4 FT. STAND WAS USED.  DISTANCE TO REFERENCE MARK 1
 PV0553'WAS COMPUTED FROM VERTICAL ANGLE AND SLOPE DISTANCE.
 PV0553
 PV0553                          STATION RECOVERY (1970)
 PV0553
 PV0553'RECOVERY NOTE BY US AIR FORCE 1970
 PV0553'STATION, R.M. 1, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 PV0553'CONDITION.  R.M. 2 IS STILL INTACT, BUT IS LOOSE IN THE BEDROCK.
 PV0553'TWO MICROWAVE TOWERS AND A BUILDING HAVE BEEN CONSTRUCTED WEST
 PV0553'OF THE STATION AT THE BASE OF THE BUTTE.
 PV0553'
 PV0553'ROUTE DESCRIPTION WAS ADEQUATE.
 PV0553
 PV0553                          STATION RECOVERY (2001)
 PV0553
 PV0553'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (GJD)
 PV0553'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0238 ***********************************************************************
 NQ0238  DESIGNATION -  SHAW
 NQ0238  PID         -  NQ0238
 NQ0238  STATE/COUNTY-  WY/CONVERSE
 NQ0238  USGS QUAD   -  SHAWNEE (1961)
 NQ0238
 NQ0238                         *CURRENT SURVEY CONTROL
 NQ0238  ___________________________________________________________________
 NQ0238* NAD 83(1993)-  42 44 14.48765(N)    105 01 15.35038(W)     ADJUSTED  
 NQ0238* NAVD 88     -      1579.081  (meters)    5180.70   (feet)  ADJUSTED  
 NQ0238  ___________________________________________________________________
 NQ0238  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 NQ0238  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 NQ0238  DYNAMIC HT  -        1578.144 (meters)    5177.63  (feet)  COMP
 NQ0238  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 NQ0238
 NQ0238  HORZ ORDER  -  SECOND
 NQ0238  VERT ORDER  -  FIRST     CLASS II
 NQ0238
 NQ0238.The horizontal coordinates were established by classical geodetic methods
 NQ0238.and adjusted by the National Geodetic Survey in January 1997..
 NQ0238
 NQ0238.The orthometric height was determined by differential leveling
 NQ0238.and adjusted by the National Geodetic Survey in June 1991..
 NQ0238
 NQ0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0238
 NQ0238.The geoid height was determined by GEOID03.
 NQ0238
 NQ0238.The dynamic height is computed by dividing the NAVD 88
 NQ0238.geopotential number by the normal gravity value computed on the
 NQ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0238.degrees latitude (g = 980.6199 gals.).
 NQ0238
 NQ0238.The modeled gravity was interpolated from observed gravity values.
 NQ0238
 NQ0238;                    North         East     Units Scale Factor Converg.
 NQ0238;SPC WY E     -   248,488.919   211,933.199   MT  0.99993925   +0 05 56.0
 NQ0238;UTM  13      - 4,731,649.697   498,286.728   MT  0.99960004   -0 00 51.1
 NQ0238
 NQ0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0238!SPC WY E     -   0.99975467  x   0.99993925  =   0.99969393
 NQ0238!UTM  13      -   0.99975467  x   0.99960004  =   0.99935480
 NQ0238
 NQ0238|---------------------------------------------------------------------|
 NQ0238| PID    Reference Object                     Distance      Geod. Az  |
 NQ0238|                                                           dddmmss.s |
 NQ0238| NQ0239 SHAW RM 1                             6.845 METERS 09309     |
 NQ0238| NQ0240 SHAW RM 2                             5.601 METERS 18028     |
 NQ0238| NQ0544 CONVEX                              APPROX.13.5 KM 1850700.6 |
 NQ0238| NQ0243 SHAW AZ MK                                         2861441.0 |
 NQ0238|---------------------------------------------------------------------|
 NQ0238
 NQ0238                          SUPERSEDED SURVEY CONTROL
 NQ0238
 NQ0238  NAD 83(1986)-  42 44 14.46586(N)    105 01 15.33897(W) AD(       ) 2
 NQ0238  NAD 27      -  42 44 14.58100(N)    105 01 13.43900(W) AD(       ) 2
 NQ0238  NGVD 29 (??/??/92) 1578.293  (m)         5178.12   (f) ADJ UNCH    1 2
 NQ0238
 NQ0238.Superseded values are not recommended for survey control.
 NQ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0238.See file dsdata.txt to determine how the superseded data were derived.
 NQ0238
 NQ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9828731650(NAD 83)
 NQ0238_MARKER: DS = TRIANGULATION STATION DISK
 NQ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0238_STAMPING: SHAW 1948
 NQ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0238+STABILITY: SURFACE MOTION
 NQ0238
 NQ0238  HISTORY     - Date     Condition        Report By
 NQ0238  HISTORY     - 1948     MONUMENTED       CGS
 NQ0238  HISTORY     - 1954     GOOD             CGS
 NQ0238  HISTORY     - 1954     GOOD             NGS
 NQ0238  HISTORY     - 1956     GOOD             CGS
 NQ0238  HISTORY     - 1961     GOOD             WYHD
 NQ0238
 NQ0238                          STATION DESCRIPTION
 NQ0238
 NQ0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0238'LOCATED ON HIGHEST POINT OF GRASS-COVERED HILLS, IN PASTURE
 NQ0238'LAND, ABOUT 1.0 MILE AIR LINE SOUTHWEST OF SHAWNEE, ABOUT 0.25
 NQ0238'MILE SOUTH OF U.S. HIGHWAY 20, 6 FEET EAST OF WHITE WITNESS
 NQ0238'POST, PROJECTS 6 INCHES, AND STAMPED, SHAW 1948.
 NQ0238'
 NQ0238'REFERENCE MARK NO. 1 IS APPROXIMATELY 12 INCHES LOWER THAN
 NQ0238'STATION, PROJECTS 4 INCHES, AND STAMPED, SHAW NO 1 1948.
 NQ0238'
 NQ0238'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN
 NQ0238'STATION, PROJECTS 2 INCHES, AND STAMPED, SHAW NO 2 1948.
 NQ0238'
 NQ0238'AZIMUTH MARK IS LOCATED ABOUT MIDWAY BETWEEN U.S. HIGHWAY 20
 NQ0238'AND THE CHICAGO AND NORTHWESTERN RAILROAD TRACK, IN LINE WITH
 NQ0238'THE SET OF TELEPHONE POLES NEAREST THE HIGHWAY, 3 FEET NORTHEAST
 NQ0238'OF A WHITE WITNESS POST, PROJECTS 5 INCHES, AND STAMPED, SHAW
 NQ0238'1948.
 NQ0238'
 NQ0238'TO REACH FROM SHAWNEE, GO SOUTHWEST ON U.S. HIGHWAY 20 FOR 1.0
 NQ0238'MILE TO A GATE ON LEFT.  GO THROUGH GATE AND PICK WAY TO TOP
 NQ0238'OF HILL, THEN BACK LEFT ALONG TOP TO HIGHEST POINT AND STATION,
 NQ0238'ABOUT 0.6 MILE TOTAL DISTANCE FROM GATE.  A DRIVE STATION.
 NQ0238'
 NQ0238'AZIMUTH MARK CAN BE REACHED FROM GATE MENTIONED ABOVE, BY GOING
 NQ0238'SOUTHWEST ON HIGHWAY FOR 0.1 MILE.  THENCE TURN RIGHT FOR
 NQ0238'0.05 MILE TO MARK AS DESCRIBED ABOVE.
 NQ0238
 NQ0238                          STATION RECOVERY (1954)
 NQ0238
 NQ0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (MDR)
 NQ0238'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO
 NQ0238'AND NORTH WESTERN RAILROAD STATION AT SHAWNEE, THENCE 0.2 MILE
 NQ0238'SOUTHEAST ACROSS A PASTURE, ON TOP OF THE HIGHEST HILL IN THE
 NQ0238'VICINITY, 4 FEET EAST OF A WITNESS POST, A TRIANGULATION STATION
 NQ0238'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 NQ0238'FOOT ABOVE THE GROUND, STAMPED SHAW 1948.
 NQ0238'
 NQ0238'SHAW R.M. 1 IS 22.5 FEET EAST OF TRIANGULATION STATION SHAW
 NQ0238'1948, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 NQ0238'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED SHAW NO
 NQ0238'1 1948.
 NQ0238'
 NQ0238'SHAW R.M. 2 IS 19.0 FEET SOUTH OF TRIANGULATION STATION SHAW
 NQ0238'1948, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 NQ0238'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED SHAW
 NQ0238'NO 2 1948.
 NQ0238'
 NQ0238'SHAW 1948 AZIMUTH IS 0.5 MILE WEST OF TRIANGULATION STATION
 NQ0238'SHAW 1948, 247 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO AND
 NQ0238'NORTH WESTERN RAILROAD, 8 POLES EAST OF MILEPOST 522, 278 FEET
 NQ0238'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 20, 2 FEET WEST OF A
 NQ0238'WITNESS POST, BETWEEN 2 TELEPHONE POLES, IN LINE WITH A ROW
 NQ0238'OF TELEPHONE POLES, AN AZIMUTH MARK DISK SET IN THE TOP OF
 NQ0238'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 NQ0238'STAMPED SHAW 1948.
 NQ0238
 NQ0238                          STATION RECOVERY (1954)
 NQ0238
 NQ0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 NQ0238'1 MI SW FROM SHAWNEE.
 NQ0238'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND
 NQ0238'NORTH WESTERN RAILROAD STATION AT SHAWNEE, THENCE 0.2 MILE
 NQ0238'SOUTHEAST ACROSS A PASTURE, ON TOP OF THE HIGHEST HILL IN THE
 NQ0238'VICINITY, 4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 NQ0238'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  IN
 NQ0238'SECTION 21, TOWNSHIP 32 NORTH, RANGE 68 WEST.
 NQ0238
 NQ0238                          STATION RECOVERY (1956)
 NQ0238
 NQ0238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 NQ0238'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND
 NQ0238'NORTH WESTERN RAILROAD STATION AT SHAWNEE, THENCE 0.2 MILE
 NQ0238'SOUTHEAST ACROSS A PASTURE, ON TOP OF THE HIGHEST HILL IN
 NQ0238'THE VICINITY, 4 FEET EAST OF A WITNESS POST, IN SECTION 21,
 NQ0238'TOWNSHIP 32 NORTH, RANGE 68 WEST, A TRIANGULATION STATION
 NQ0238'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 NQ0238'FOOT ABOVE THE GROUND, STAMPED SHAW 1948.
 NQ0238'
 NQ0238'SHAW R.M. 1 IS 22.5 FEET EAST OF TRIANGULATION STATION SHAW 1948,
 NQ0238'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 NQ0238'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED SHAW NO 1 1948.
 NQ0238'
 NQ0238'SHAW R.M. 2 IS 19.0 FEET SOUTH OF TRIANGULATION STATION SHAW
 NQ0238'1948, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 NQ0238'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED SHAW
 NQ0238'NO 2 1948.
 NQ0238'
 NQ0238'SHAW 1948 AZIMUTH IS 0.5 MILE WEST OF TRIANGULATION STATION
 NQ0238'SHAW 1948, 1.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN
 NQ0238'RAILROAD FROM THE STATION AT SHAWNEE, 8 POLES EAST OF MILEPOST
 NQ0238'522, 247 FEET SOUTH OF THE SOUTH RAIL, 278 FEET NORTH OF THE
 NQ0238'CENTER LINE OF U.S. HIGHWAY 20, 2 FEET WEST OF A WITNESS POST,
 NQ0238'BETWEEN TWO TELEPHONE POLES, IN LINE WITH A ROW OF TELEPHONE
 NQ0238'POLES, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 NQ0238'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED SHAW
 NQ0238'1948, IN THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 32 NORTH,
 NQ0238'RANGE 68 WEST.
 NQ0238
 NQ0238                          STATION RECOVERY (1961)
 NQ0238
 NQ0238'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1961 (JRB)
 NQ0238'LETTER TO MR. J.R. PROMLEY WYOMING HIGHWAY DEPT., DATED SEPT.
 NQ0238'5, 1961--(LEVEL LTR)--
 NQ0238'
 NQ0238'THE AZIMUTH MARK WAS RESET DUE TO HIGHWAY CONSTRUCTION.  THE
 NQ0238'MARK IS NOW 56 FEET NORTH OF THE CENTER LINE OF U.S. HWY 20.
 NQ0238'IT IS A STANDARD AZIMUTH MARK DISK STAMPED SHAW 1948 RESET
 NQ0238'1961, SET IN TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 NQ0238'ABOVE GROUND.
 NQ0238'
 NQ0238'OFFICE NOTE--AZIMUTH TO AZIMUTH MARK SHAW 1948 RESET 1961 NOT
 NQ0238'DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0244 ***********************************************************************
 NQ0244  DESIGNATION -  SHAW AZ MK RESET
 NQ0244  PID         -  NQ0244
 NQ0244  STATE/COUNTY-  WY/CONVERSE
 NQ0244  USGS QUAD   -  SHAWNEE (1961)
 NQ0244
 NQ0244                         *CURRENT SURVEY CONTROL
 NQ0244  ___________________________________________________________________
 NQ0244* NAD 83(1986)-  42 44 17.     (N)    105 01 41.     (W)     SCALED    
 NQ0244* NAVD 88     -      1534.34   (+/-2cm)    5033.9    (feet)  VERTCON   
 NQ0244  ___________________________________________________________________
 NQ0244  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 NQ0244
 NQ0244  VERT ORDER  -  THIRD (See Below)
 NQ0244
 NQ0244.The horizontal coordinates were scaled from a topographic map and have
 NQ0244.an estimated accuracy of +/- 6 seconds.
 NQ0244
 NQ0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0244.The vertical order pertains to the NGVD 29 superseded value.
 NQ0244
 NQ0244.The geoid height was determined by GEOID03.
 NQ0244
 NQ0244;                    North         East    Units  Estimated Accuracy
 NQ0244;SPC WY E     -   248,570.      211,350.      MT  (+/- 180 meters Scaled)
 NQ0244
 NQ0244                          SUPERSEDED SURVEY CONTROL
 NQ0244
 NQ0244  NGVD 29 (03/28/06) 1533.55   (m)         5031.3    (f) RESET       3  
 NQ0244
 NQ0244.Superseded values are not recommended for survey control.
 NQ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0244.See file dsdata.txt to determine how the superseded data were derived.
 NQ0244
 NQ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH977317(NAD 83)
 NQ0244_MARKER: DZ = AZIMUTH MARK DISK
 NQ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0244_STAMPING: SHAW 1948 RESET 1961
 NQ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0244+STABILITY: SURFACE MOTION
 NQ0244
 NQ0244  HISTORY     - Date     Condition        Report By
 NQ0244  HISTORY     - 1961     MONUMENTED       WYHD
 NQ0244  HISTORY     - 1962     GOOD             NGS
 NQ0244
 NQ0244                          STATION DESCRIPTION
 NQ0244
 NQ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NQ0244'1.1 MI W FROM SHAWNEE.
 NQ0244'1.1 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0244'THE STATION AT SHAWNEE, 8 POLES EAST OF MILEPOST 522, 247 FEET
 NQ0244'SOUTH OF THE SOUTH RAIL, 56 FEET NORTH OF THE CENTERLINE OF U.S.
 NQ0244'HIGHWAY 20, 2 FEET WEST OF A WITNESS POST, BETWEEN 2 TELEPHONE
 NQ0244'POLES, IN LINE WITH A ROW OF TELEPHONE POLES, 0.5 MILE WEST OF
 NQ0244'TRIANGULATION STATION SHAW 1948, SET IN THE TOP OF A CONCRETE
 NQ0244'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  IN THE NORTHEAST
 NQ0244'1/4 OF SECTION 20, TOWNSHIP 32 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0239 ***********************************************************************
 NQ0239  DESIGNATION -  SHAW RM 1
 NQ0239  PID         -  NQ0239
 NQ0239  STATE/COUNTY-  WY/CONVERSE
 NQ0239  USGS QUAD   -  SHAWNEE (1961)
 NQ0239
 NQ0239                         *CURRENT SURVEY CONTROL
 NQ0239  ___________________________________________________________________
 NQ0239* NAD 83(1986)-  42 44 14.     (N)    105 01 15.     (W)     SCALED    
 NQ0239* NAVD 88     -      1578.689  (meters)    5179.42   (feet)  ADJUSTED  
 NQ0239  ___________________________________________________________________
 NQ0239  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 NQ0239  DYNAMIC HT  -        1577.752 (meters)    5176.34  (feet)  COMP
 NQ0239  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 NQ0239
 NQ0239  VERT ORDER  -  FIRST     CLASS II
 NQ0239
 NQ0239.The horizontal coordinates were scaled from a topographic map and have
 NQ0239.an estimated accuracy of +/- 6 seconds.
 NQ0239
 NQ0239.The orthometric height was determined by differential leveling
 NQ0239.and adjusted by the National Geodetic Survey in June 1991..
 NQ0239
 NQ0239.The geoid height was determined by GEOID03.
 NQ0239
 NQ0239.The dynamic height is computed by dividing the NAVD 88
 NQ0239.geopotential number by the normal gravity value computed on the
 NQ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0239.degrees latitude (g = 980.6199 gals.).
 NQ0239
 NQ0239.The modeled gravity was interpolated from observed gravity values.
 NQ0239
 NQ0239;                    North         East    Units  Estimated Accuracy
 NQ0239;SPC WY E     -   248,470.      211,940.      MT  (+/- 180 meters Scaled)
 NQ0239
 NQ0239                          SUPERSEDED SURVEY CONTROL
 NQ0239
 NQ0239  NGVD 29 (??/??/92) 1577.901  (m)         5176.83   (f) ADJ UNCH    1 2
 NQ0239
 NQ0239.Superseded values are not recommended for survey control.
 NQ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0239.See file dsdata.txt to determine how the superseded data were derived.
 NQ0239
 NQ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH982316(NAD 83)
 NQ0239_MARKER: DR = REFERENCE MARK DISK
 NQ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0239_STAMPING: SHAW NO 1 1948
 NQ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0239+STABILITY: SURFACE MOTION
 NQ0239
 NQ0239  HISTORY     - Date     Condition        Report By
 NQ0239  HISTORY     - 1948     MONUMENTED       CGS
 NQ0239  HISTORY     - 1954     GOOD             NGS
 NQ0239
 NQ0239                          STATION DESCRIPTION
 NQ0239
 NQ0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0239'1 MI SW FROM SHAWNEE.
 NQ0239'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND
 NQ0239'NORTH WESTERN RAILROAD STATION AT SHAWNEE, THENCE 0.2 MILE
 NQ0239'SOUTHEAST ACROSS A PASTURE, ON TOP OF THE HIGHEST HILL IN THE
 NQ0239'VICINITY, 22.5 FEET EAST OF TRIANGULATION STATION SHAW 1948
 NQ0239'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 NQ0239'THE GROUND.  IN SECTION 21, TOWNSHIP 32 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0240 ***********************************************************************
 NQ0240  DESIGNATION -  SHAW RM 2
 NQ0240  PID         -  NQ0240
 NQ0240  STATE/COUNTY-  WY/CONVERSE
 NQ0240  USGS QUAD   -  SHAWNEE (1961)
 NQ0240
 NQ0240                         *CURRENT SURVEY CONTROL
 NQ0240  ___________________________________________________________________
 NQ0240* NAD 83(1986)-  42 44 14.     (N)    105 01 15.     (W)     SCALED    
 NQ0240* NAVD 88     -      1577.835  (meters)    5176.61   (feet)  ADJUSTED  
 NQ0240  ___________________________________________________________________
 NQ0240  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 NQ0240  DYNAMIC HT  -        1576.899 (meters)    5173.54  (feet)  COMP
 NQ0240  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 NQ0240
 NQ0240  VERT ORDER  -  FIRST     CLASS II
 NQ0240
 NQ0240.The horizontal coordinates were scaled from a topographic map and have
 NQ0240.an estimated accuracy of +/- 6 seconds.
 NQ0240
 NQ0240.The orthometric height was determined by differential leveling
 NQ0240.and adjusted by the National Geodetic Survey in June 1991..
 NQ0240
 NQ0240.The geoid height was determined by GEOID03.
 NQ0240
 NQ0240.The dynamic height is computed by dividing the NAVD 88
 NQ0240.geopotential number by the normal gravity value computed on the
 NQ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0240.degrees latitude (g = 980.6199 gals.).
 NQ0240
 NQ0240.The modeled gravity was interpolated from observed gravity values.
 NQ0240
 NQ0240;                    North         East    Units  Estimated Accuracy
 NQ0240;SPC WY E     -   248,470.      211,940.      MT  (+/- 180 meters Scaled)
 NQ0240
 NQ0240                          SUPERSEDED SURVEY CONTROL
 NQ0240
 NQ0240  NGVD 29 (??/??/92) 1577.047  (m)         5174.03   (f) ADJ UNCH    1 2
 NQ0240
 NQ0240.Superseded values are not recommended for survey control.
 NQ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0240.See file dsdata.txt to determine how the superseded data were derived.
 NQ0240
 NQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH982316(NAD 83)
 NQ0240_MARKER: DR = REFERENCE MARK DISK
 NQ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0240_STAMPING: SHAW NO 2 1948
 NQ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0240+STABILITY: SURFACE MOTION
 NQ0240
 NQ0240  HISTORY     - Date     Condition        Report By
 NQ0240  HISTORY     - 1948     MONUMENTED       CGS
 NQ0240  HISTORY     - 1954     GOOD             NGS
 NQ0240
 NQ0240                          STATION DESCRIPTION
 NQ0240
 NQ0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0240'1 MI SW FROM SHAWNEE.
 NQ0240'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 20 FROM THE CHICAGO AND
 NQ0240'NORTH WESTERN RAILROAD STATION AT SHAWNEE, THENCE 0.2 MILE
 NQ0240'SOUTHEAST ACROSS A PASTURE, ON TOP OF THE HIGHEST HILL IN THE
 NQ0240'VICINITY, 19.0 FEET SOUTH OF TRIANGULATION STATION SHAW 1948,
 NQ0240'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 NQ0240'THE GROUND.  IN SECTION 21, TOWNSHIP 32 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0530 ***********************************************************************
 NQ0530  DESIGNATION -  SHAWNEE
 NQ0530  PID         -  NQ0530
 NQ0530  STATE/COUNTY-  WY/CONVERSE
 NQ0530  USGS QUAD   -  THE PARK (1970)
 NQ0530
 NQ0530                         *CURRENT SURVEY CONTROL
 NQ0530  ___________________________________________________________________
 NQ0530* NAD 83(1993)-  42 49 58.36613(N)    105 03 30.40869(W)     ADJUSTED  
 NQ0530* NAVD 88     -      1691.2    (meters)    5549.     (feet)  VERTCON   
 NQ0530  ___________________________________________________________________
 NQ0530  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 NQ0530  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 NQ0530
 NQ0530  HORZ ORDER  -  FIRST
 NQ0530
 NQ0530.The horizontal coordinates were established by classical geodetic methods
 NQ0530.and adjusted by the National Geodetic Survey in January 1997..
 NQ0530
 NQ0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0530
 NQ0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0530
 NQ0530.The geoid height was determined by GEOID03.
 NQ0530
 NQ0530;                    North         East     Units Scale Factor Converg.
 NQ0530;SPC WY E     -   259,095.016   208,847.673   MT  0.99993846   +0 04 24.9
 NQ0530;UTM  13      - 4,742,258.275   495,223.202   MT  0.99960028   -0 02 23.0
 NQ0530
 NQ0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0530!SPC WY E     -   0.99973712  x   0.99993846  =   0.99967559
 NQ0530!UTM  13      -   0.99973712  x   0.99960028  =   0.99933750
 NQ0530
 NQ0530|---------------------------------------------------------------------|
 NQ0530| PID    Reference Object                     Distance      Geod. Az  |
 NQ0530|                                                           dddmmss.s |
 NQ0530| CQ4889 SHAWNEE RM 1                         19.566 METERS 03726     |
 NQ0530| CQ4888 SHAWNEE AZ MK                                      1580823.9 |
 NQ0530| CQ4890 SHAWNEE RM 2                         20.372 METERS 28524     |
 NQ0530|---------------------------------------------------------------------|
 NQ0530
 NQ0530                          SUPERSEDED SURVEY CONTROL
 NQ0530
 NQ0530  NAD 83(1986)-  42 49 58.34440(N)    105 03 30.39618(W) AD(       ) 1
 NQ0530  NAD 27      -  42 49 58.46000(N)    105 03 28.49100(W) AD(       ) 1
 NQ0530  NGVD 29 (07/19/86) 1690.4    (m)         5546.     (f) VERT ANG       
 NQ0530
 NQ0530.Superseded values are not recommended for survey control.
 NQ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0530.See file dsdata.txt to determine how the superseded data were derived.
 NQ0530
 NQ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9522342258(NAD 83)
 NQ0530_MARKER: DS = TRIANGULATION STATION DISK
 NQ0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0530
 NQ0530  HISTORY     - Date     Condition        Report By
 NQ0530  HISTORY     - 1938     MONUMENTED       CGS
 NQ0530  HISTORY     - 1948     GOOD             CGS
 NQ0530
 NQ0530                          STATION DESCRIPTION
 NQ0530
 NQ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 NQ0530'STATION SHAWNEE LOCATED IN EASTERN WYOMING, IN THE SOUTHEASTERN
 NQ0530'PART OF CONVERSE COUNTY.  ABOUT 6-1/2 MILES AIRLINE NORTHWEST
 NQ0530'OF THE TOWN OF SHAWNEE.  ABOUT 18 MILES AIRLINE NORTHEAST OF
 NQ0530'DOUGLAS.  AND ABOUT 8-1/2 MILES AIRLINE NORTHWEST OF LOST
 NQ0530'SPRINGS.  IN SECTION 18, TWP. 33 N., R. 68 W.  ON THE NORTHWEST
 NQ0530'EDGE OF A LARGE FLAT-TOPPED MESA.
 NQ0530'
 NQ0530'STATION SHAWNEE IS REACHED FROM THE TOWN OF SHAWNEE BY GOING
 NQ0530'NORTH ON A GRADED DIRT ROAD 1.6 MILES TO A T ROAD.  TAKE RIGHT
 NQ0530'FORK AND FOLLOW MAIN ROAD 5.25 MILES TO TOP OF HILL AT THE FOOT
 NQ0530'OF SOUTHWEST EDGE OF MESA.  LEAVE ROAD, TURN RIGHT AND GO
 NQ0530'NORTHEAST TO TOP OF MESA.  GO NORTH ALONG THE TOP OF MESA
 NQ0530'0.65 MILES TO HIGHEST POINT AND STATION.  AZIMUTH MARK IS 1.0
 NQ0530'MILE SOUTH OF STATION ON TOP OF MESA NEAR ROCK CAIRN ON SOUTH
 NQ0530'END OF MESA.  ON REACHING TOP OF MESA TURN RIGHT AND CAIRN CAN
 NQ0530'BE SEEN ABOUT 0.4 MILES SOUTHEAST.
 NQ0530
 NQ0530                          STATION RECOVERY (1948)
 NQ0530
 NQ0530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0530'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND AS
 NQ0530'PREVIOUSLY DESCRIBED WITH THE EXCEPTION OF SMALL DISCREPANCY
 NQ0530'IN THE DISTANCES TO REFERENCE MARKS.
 NQ0530'
 NQ0530'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE NORTHEST OF
 NQ0530'DOUGLAS AND ABOUT 6-1/2 MILES AIRLINE NORTHWEST OF SHAWNEE
 NQ0530'ON A LARGE PROMINENT MESA.  THE STATION MARK
 NQ0530'PROJECTS 12 INCHES, IS SET 100 FEET SOUTH OF A
 NQ0530'WIRE FENCE THAT IS ON THE NORTHERN EDGE OF THE MESA.  IT IS
 NQ0530'100 FEET EAST OF THE WESTERN EDGE OF THE MESA AND 8 FEET
 NQ0530'EAST OF A WHITE WITNESS POST.  IT IS STAMPED, SHAWNEE 1938.
 NQ0530'
 NQ0530'REFERENCE MARK NO. 1 PROJECTS 12
 NQ0530'INCHES AND IS SET 20 FEET SOUTH OF A WIRE FENCE.  IT IS 2 FEET
 NQ0530'LOWER THAN THE STATION MARK AND IS STAMPED, SHAWNEE 1938 NO 1.
 NQ0530'
 NQ0530'REFERENCE MARK NO. 2 PROJECTS 12
 NQ0530'INCHES AND IS SET 30 FEET EAST OF THE WESTERN EDGE OF THE
 NQ0530'MESA.  IT IS 1 FOOT LOWER THAN THE STATION MARK AND IS STAMPED,
 NQ0530'SHAWNEE 1938 NO 2.
 NQ0530'
 NQ0530'THE AZIMUTH MARK PROJECTS 8 INCHES
 NQ0530'AND IS SET 250 FEET NORTH OF THE SOUTHERN EDGE OF THE MESA,
 NQ0530'30 FEET EAST OF THE WESTERN EDGE OF THE MESA, 12 FEET EAST
 NQ0530'OF A CAIRN AND 4 FEET WEST OF A WHITE WITNESS POST.  IT IS
 NQ0530'STAMPED, SHAWNEE 1938.
 NQ0530'
 NQ0530'TO REACH THE STATION FROM SHAWNEE--GO NORTH ON A GRADED ROAD
 NQ0530'1.6 MILE TO A ROAD LEFT.  CONTINUE ON MAIN ROAD 0.65 MILE TO A
 NQ0530'FORK.  CONTINUE ON MAIN ROAD TO LEFT 4.55 MILES TO A DIM ROAD
 NQ0530'TO THE RIGHT.  TURN RIGHT, GO 0.15 MILE TO TOP OF MESA.  THE
 NQ0530'AZIMUTH MARK IS 0.5 MILE SOUTH SOUTHEAST OF HERE.  CONTINUE
 NQ0530'ON ROAD 0.65 MILE TO NORTHERN END OF MESA AND STATION.  A
 NQ0530'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1033 ***********************************************************************
 MO1033  DESIGNATION -  SHED
 MO1033  PID         -  MO1033
 MO1033  STATE/COUNTY-  WY/LARAMIE
 MO1033  USGS QUAD   -  PINE BLUFFS SE (1991)
 MO1033
 MO1033                         *CURRENT SURVEY CONTROL
 MO1033  ___________________________________________________________________
 MO1033* NAD 83(1993)-  41 01 00.06742(N)    104 04 12.19238(W)     ADJUSTED  
 MO1033* NAVD 88     -      1662.     (meters)    5453.     (feet)  SCALED    
 MO1033  ___________________________________________________________________
 MO1033  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 MO1033  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 MO1033
 MO1033  HORZ ORDER  -  SECOND
 MO1033
 MO1033.The horizontal coordinates were established by classical geodetic methods
 MO1033.and adjusted by the National Geodetic Survey in January 1997..
 MO1033
 MO1033.The orthometric height was scaled from a topographic map.
 MO1033
 MO1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1033
 MO1033.The geoid height was determined by GEOID03.
 MO1033
 MO1033;                    North         East     Units Scale Factor Converg.
 MO1033;SPC WY E     -    57,953.251   292,235.513   MT  1.00004217   +0 43 11.0
 MO1033;SPC CO N     -   492,685.274 1,034,680.647   MT  1.00004621   +0 55 26.2
 MO1033;SPC CO N     - 1,616,418.27  3,394,614.76   sFT  1.00004621   +0 55 26.2
 MO1033;SPC NE       -   139,437.449   157,882.547   MT  0.99969480   -2 41 50.0
 MO1033;UTM  13      - 4,541,025.758   578,190.686   MT  0.99967525   +0 36 37.2
 MO1033
 MO1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1033!SPC WY E     -   0.99974226  x   1.00004217  =   0.99978442
 MO1033!SPC CO N     -   0.99974226  x   1.00004621  =   0.99978846
 MO1033!SPC NE       -   0.99974226  x   0.99969480  =   0.99943714
 MO1033!UTM  13      -   0.99974226  x   0.99967525  =   0.99941759
 MO1033
 MO1033:                Primary Azimuth Mark                     Grid Az
 MO1033:SPC WY E     -  SHED AZ MK                               027 33 26.0
 MO1033:SPC CO N     -  SHED AZ MK                               027 21 10.8
 MO1033:SPC NE       -  SHED AZ MK                               030 58 27.0
 MO1033:UTM  13      -  SHED AZ MK                               027 39 59.8
 MO1033
 MO1033|---------------------------------------------------------------------|
 MO1033| PID    Reference Object                     Distance      Geod. Az  |
 MO1033|                                                           dddmmss.s |
 MO1033| CQ4891 SHED AZ MK                                         0281637.0 |
 MO1033| CQ4892 SHED RM 1                                          08834     |
 MO1033| CQ4893 SHED RM 2                            16.275 METERS 27324     |
 MO1033|---------------------------------------------------------------------|
 MO1033
 MO1033                          SUPERSEDED SURVEY CONTROL
 MO1033
 MO1033  NAD 83(1993)-  41 01 00.06358(N)    104 04 12.18990(W) AD(       ) 2
 MO1033  NAD 83(1986)-  41 01 00.06223(N)    104 04 12.19003(W) AD(       ) 2
 MO1033  NAD 27      -  41 01 00.12020(N)    104 04 10.36900(W) AD(       ) 2
 MO1033
 MO1033.Superseded values are not recommended for survey control.
 MO1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1033.See file dsdata.txt to determine how the superseded data were derived.
 MO1033
 MO1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7819141026(NAD 83)
 MO1033_MARKER: DS = TRIANGULATION STATION DISK
 MO1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1033
 MO1033  HISTORY     - Date     Condition        Report By
 MO1033  HISTORY     - 1963     MONUMENTED       CGS
 MO1033  HISTORY     - 1973     GOOD             LOCSUR
 MO1033
 MO1033                          STATION DESCRIPTION
 MO1033
 MO1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1033'THE STATION IS 11-3/4 MILES SOUTH OF PINE BLUFFS, 1 MILE NORTH OF
 MO1033'THE WYOMING-COLORADO STATE LINE, 0.15 MILE WEST OF A NORTH-SOUTH
 MO1033'PAVED ROAD, ON A LOW HILL AT THE SITE OF A LONE SHED, AND ON
 MO1033'PROPERTY OWNED BY MR. ERNIE BOWMAN.
 MO1033'
 MO1033'TO REACH THE STATION FROM THE CAUTION LIGHT IN PINE BLUFFS, GO
 MO1033'EAST ON U.S. HIGHWAY 30 FOR 0.3 MILE TO A CROSSROAD.  TURN RIGHT
 MO1033'AND GO SOUTH ON A PAVED ROAD (BEECH STR.) FOR 11.4 MILES TO THE
 MO1033'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON THE PAVED ROAD FOR
 MO1033'0.25 MILE TO A SECTION LINE CROSSROAD.  TURN RIGHT AND GO WEST
 MO1033'ON A TRACK ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT, 54
 MO1033'FEET NORTHEAST OF THE LONE SHED.
 MO1033'
 MO1033'STATION MARKS ARE STANDARD DISKS STAMPED SHED 1963.  THE SURFACE
 MO1033'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1033'THE GROUND.  IT IS 54 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 MO1033'THE SHED, 10 FEET NORTH OF THE CENTER OF THE TRACK ROAD, 4 FEET
 MO1033'SOUTHWEST OF A METAL WITNESS POST AND 3 FEET SOUTH OF AN
 MO1033'EAST-WEST FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MO1033'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 MO1033'GROUND.
 MO1033'
 MO1033'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SHED NO 1 1963,
 MO1033'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 MO1033'12 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 1 FOOT SOUTH
 MO1033'OF THE FENCE.
 MO1033'
 MO1033'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SHED NO 2 1963,
 MO1033'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 MO1033'23.5 FEET NORTH OF THE NORTHEAST CORNER OF THE SHED AND 1 FOOT
 MO1033'SOUTH OF THE FENCE.
 MO1033'
 MO1033'AZIMUTH MARK IS A STANDARD DISK STAMPED SHED 1963, SET IN A SQUARE
 MO1033'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 50 FEET EAST OF
 MO1033'THE CENTER OF THE PAVED ROAD, 2.5 FEET SOUTH OF A TELEPHONE
 MO1033'POLE AND 2 FEET NORTH OF A METAL WITNESS POST.
 MO1033'
 MO1033'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MO1033
 MO1033                          STATION RECOVERY (1973)
 MO1033
 MO1033'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (RLH)
 MO1033'RECOVERED BY - R.L. HUDSON LAND SURVEYOR.
 MO1033'
 MO1033'SHED 1963-GOOD.
 MO1033'
 MO1033'(AZIMUTH MARK)-GOOD.
 MO1033'
 MO1033'R.M. NO 1-GOOD.
 MO1033'
 MO1033'R.M. NO. 2 - NOT SEARCHED FOR.
 MO1033'
 MO1033'WITNESS POST AND SIGN IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0365 ***********************************************************************
 NR0365  DESIGNATION -  SHEEP
 NR0365  PID         -  NR0365
 NR0365  STATE/COUNTY-  WY/ALBANY
 NR0365  USGS QUAD   -  BIG CHARLIE LAKES (1984)
 NR0365
 NR0365                         *CURRENT SURVEY CONTROL
 NR0365  ___________________________________________________________________
 NR0365* NAD 83(1993)-  42 09 02.88369(N)    106 01 49.02828(W)     ADJUSTED  
 NR0365* NAVD 88     -      2127.5    (meters)    6980.     (feet)  VERTCON   
 NR0365  ___________________________________________________________________
 NR0365  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 NR0365  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 NR0365
 NR0365  HORZ ORDER  -  SECOND
 NR0365
 NR0365.The horizontal coordinates were established by classical geodetic methods
 NR0365.and adjusted by the National Geodetic Survey in January 1997..
 NR0365
 NR0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0365
 NR0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0365
 NR0365.The geoid height was determined by GEOID03.
 NR0365
 NR0365;                    North         East     Units Scale Factor Converg.
 NR0365;SPC WY E     -   183,687.874   128,621.884   MT  1.00000017   -0 34 46.5
 NR0365;SPC WYEC     -   284,148.776   507,697.432   MT  1.00008017   +0 52 28.3
 NR0365;UTM  13      - 4,667,033.354   414,875.486   MT  0.99968916   -0 41 29.2
 NR0365
 NR0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0365!SPC WY E     -   0.99966836  x   1.00000017  =   0.99966853
 NR0365!SPC WYEC     -   0.99966836  x   1.00008017  =   0.99974850
 NR0365!UTM  13      -   0.99966836  x   0.99968916  =   0.99935762
 NR0365
 NR0365|---------------------------------------------------------------------|
 NR0365| PID    Reference Object                     Distance      Geod. Az  |
 NR0365|                                                           dddmmss.s |
 NR0365| CP6634 SHEEP RM 1                           11.299 METERS 06053     |
 NR0365| CP6633 SHEEP AZ MK                                        0950907.5 |
 NR0365| CP6635 SHEEP RM 2                           12.778 METERS 15234     |
 NR0365|---------------------------------------------------------------------|
 NR0365
 NR0365                          SUPERSEDED SURVEY CONTROL
 NR0365
 NR0365  NAD 83(1986)-  42 09 02.87039(N)    106 01 49.01874(W) AD(       ) 2
 NR0365  NAD 27      -  42 09 02.99100(N)    106 01 46.97700(W) AD(       ) 2
 NR0365  NGVD 29 (07/19/86) 2126.4    (m)         6976.     (f) VERT ANG       
 NR0365
 NR0365.Superseded values are not recommended for survey control.
 NR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0365.See file dsdata.txt to determine how the superseded data were derived.
 NR0365
 NR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG1487567033(NAD 83)
 NR0365_MARKER: DS = TRIANGULATION STATION DISK
 NR0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0365
 NR0365  HISTORY     - Date     Condition        Report By
 NR0365  HISTORY     - 1948     MONUMENTED       CGS
 NR0365
 NR0365                          STATION DESCRIPTION
 NR0365
 NR0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0365'THE STATION IS LOCATED ABOUT 20 MILES AIRLINE NORTH-NORTHEAST OF
 NR0365'MEDICINE BOW AND ABOUT 10 MILES AIRLINE SOUTHWEST OF MARSHALL
 NR0365'ON A GRASS-COVERED HILL.  THE STATION MARK PROJECTS 6 INCHES,
 NR0365'IS 18 FEET SOUTH OF A TRACK ROAD AND 8 FEET NORTH OF A WHITE
 NR0365'WITNESS POST.  IT IS STAMPED, SHEEP 1948.
 NR0365'
 NR0365'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 NR0365'AS THE STATION MARK AND IS STAMPED, SHEEP NO 1 1948.
 NR0365'
 NR0365'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS THE SAME ELEVATION
 NR0365'AS THE STATION MARK AND IS STAMPED, SHEEP NO 2 1948.
 NR0365'
 NR0365'THE AZIMUTH MARK PROJECTS 4 INCHES, IS 18 FEET NORTH OF A ROAD
 NR0365'AND 6 FEET NORTHWEST OF A WHITE WITNESS POST.  IT IS STAMPED,
 NR0365'SHEEP 1948.
 NR0365'
 NR0365'TO REACH THE STATION FROM MEDICINE BOW.  GO NORTH ON THE CASPER
 NR0365'ROAD 2.6 MILES TO A FORK.  KEEP TO RIGHT, STRAIGHT AHEAD 9.5
 NR0365'MILES TO A GRADED ROAD.  TURN LEFT, GO 7.1 MILES TO A FORK AT
 NR0365'A LARGE STONE MONUMENT.  KEEP TO RIGHT 2.8 MILES TO BRIDGE OVER
 NR0365'SHEEP CREEK.  CONTINUE 0.8 MILE TO A ROAD LEFT.  TURN LEFT, GO
 NR0365'0.75 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE 0.65 MILE TO A
 NR0365'ROAD LEFT.  TURN LEFT, GO 0.75 MILE TO STATION ON RIGHT.  A
 NR0365'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0169 ***********************************************************************
 NS0169  DESIGNATION -  SHEEP
 NS0169  PID         -  NS0169
 NS0169  STATE/COUNTY-  WY/FREMONT
 NS0169  USGS QUAD   -  RED CANYON (1978)
 NS0169
 NS0169                         *CURRENT SURVEY CONTROL
 NS0169  ___________________________________________________________________
 NS0169* NAD 83(1993)-  42 30 40.68394(N)    108 16 24.59211(W)     ADJUSTED  
 NS0169* NAVD 88     -      2113.5    (meters)    6934.     (feet)  VERTCON   
 NS0169  ___________________________________________________________________
 NS0169  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 NS0169  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 NS0169
 NS0169  HORZ ORDER  -  THIRD
 NS0169
 NS0169.The horizontal coordinates were established by classical geodetic methods
 NS0169.and adjusted by the National Geodetic Survey in January 1997..
 NS0169
 NS0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0169
 NS0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0169
 NS0169.The geoid height was determined by GEOID03.
 NS0169
 NS0169;                    North         East     Units Scale Factor Converg.
 NS0169;SPC WYWC     -   223,478.631   639,158.548   MT  0.99995636   +0 19 19.2
 NS0169;UTM  12      - 4,710,150.714   723,993.269   MT  1.00021734   +1 50 35.4
 NS0169
 NS0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0169!SPC WYWC     -   0.99967063  x   0.99995636  =   0.99962700
 NS0169!UTM  12      -   0.99967063  x   1.00021734  =   0.99988789
 NS0169
 NS0169:                Primary Azimuth Mark                     Grid Az
 NS0169:SPC WYWC     -  GRAVEL                                   073 48 33.2
 NS0169:UTM  12      -  GRAVEL                                   072 17 17.0
 NS0169
 NS0169|---------------------------------------------------------------------|
 NS0169| PID    Reference Object                     Distance      Geod. Az  |
 NS0169|                                                           dddmmss.s |
 NS0169| NS0161 GRAVEL                              APPROX. 2.6 KM 0740752.4 |
 NS0169|---------------------------------------------------------------------|
 NS0169
 NS0169                          SUPERSEDED SURVEY CONTROL
 NS0169
 NS0169  NAD 83(1986)-  42 30 40.66924(N)    108 16 24.59285(W) AD(       ) 3
 NS0169  NAD 27      -  42 30 40.82032(N)    108 16 22.23722(W) AD(       ) 3
 NS0169  NGVD 29 (07/19/86) 2112.4    (m)         6930.     (f) VERT ANG       
 NS0169
 NS0169.Superseded values are not recommended for survey control.
 NS0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0169.See file dsdata.txt to determine how the superseded data were derived.
 NS0169
 NS0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2399310151(NAD 83)
 NS0169_MARKER: DD = SURVEY DISK
 NS0169_SETTING: 66 = SET IN ROCK OUTCROP
 NS0169_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NS0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0169+STABILITY: POSITION/ELEVATION WELL
 NS0169
 NS0169  HISTORY     - Date     Condition        Report By
 NS0169  HISTORY     - 1948     MONUMENTED       USGS
 NS0169
 NS0169                          STATION DESCRIPTION
 NS0169
 NS0169'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NS0169'STATION IS LOCATED NEAR THE CENTER OF SEC. 11, T.29N., R.96 W.
 NS0169'
 NS0169'THE STATION IS BEST REACHED FROM A JUNCTION POINT OF THE SWEETWATER
 NS0169'RIVER AND U.S.HIGHWAY 287 LOCATED ABOUT 43 MI.E.OF LANDER,WYOMING,AT A
 NS0169'POINT KNOWN LOCALLY AS SWEETWATER STATION.  FROM THE BRIDGE OVER THE
 NS0169'SWEETWATER RIVER PROCEED W.ON HIGHWAY 287 FOR 2.1 MI.TO DIRT RD.S.
 NS0169'PROCEED S. 1.9 MI. TO RD. FORK.  TAKE RIGHT FORK SW. 1.8 MI.,FOLLOWING
 NS0169'RD. UP DRAIN TO CREST OF HILL.  STATION LIES ABOUT 500 FT. TO W. OF
 NS0169'RD. AND ON THE HIGHEST POINT OF HILL.
 NS0169'STATION MARK - STANDARD BRONZE TABLET CEMENTED INTO A DRILLED HOLE IN
 NS0169'ROCK, AND STAMPED ---SHEEP 1948---.
 NS0169'
 NS0169'REFERENCE MARK NO.1 - A STANDARD BRONZE TABLET CEMENTED INTO A HOLE
 NS0169'DRILLED IN ROCK, 81.32 FT. FROM STATION, S 58 DEG 27 MIN W.
 NS0169'
 NS0169'REFERENCE MARK NO.2 - A STANDARD BRONZE TABLET CEMENTED INTO A HOLE
 NS0169'DRILLED IN ROCK, 53.00 FT. FROM STATION, N 54 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0641 ***********************************************************************
 NT0641  DESIGNATION -  SHEEP
 NT0641  PID         -  NT0641
 NT0641  STATE/COUNTY-  WY/LINCOLN
 NT0641  USGS QUAD   -  SOUTH FORK MOUNTAIN (1967)
 NT0641
 NT0641                         *CURRENT SURVEY CONTROL
 NT0641  ___________________________________________________________________
 NT0641* NAD 83(1993)-  42 07 15.64252(N)    110 34 22.82144(W)     ADJUSTED  
 NT0641* NAVD 88     -      2817.0    (meters)    9242.     (feet)  VERTCON   
 NT0641  ___________________________________________________________________
 NT0641  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 NT0641  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NT0641
 NT0641  HORZ ORDER  -  FIRST
 NT0641
 NT0641.The horizontal coordinates were established by classical geodetic methods
 NT0641.and adjusted by the National Geodetic Survey in January 1997..
 NT0641
 NT0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0641
 NT0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0641
 NT0641.The geoid height was determined by GEOID03.
 NT0641
 NT0641;                    North         East     Units Scale Factor Converg.
 NT0641;SPC WY W     -   280,134.246   759,509.687   MT  0.99995767   -0 19 42.3
 NT0641;UTM  12      - 4,663,300.380   535,295.585   MT  0.99961533   +0 17 11.0
 NT0641
 NT0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0641!SPC WY W     -   0.99956039  x   0.99995767  =   0.99951808
 NT0641!UTM  12      -   0.99956039  x   0.99961533  =   0.99917589
 NT0641
 NT0641|---------------------------------------------------------------------|
 NT0641| PID    Reference Object                     Distance      Geod. Az  |
 NT0641|                                                           dddmmss.s |
 NT0641| CP6628 SHEEP RM 1                           27.272 METERS 21213     |
 NT0641| CP6629 SHEEP RM 2                           15.655 METERS 27306     |
 NT0641| CP6627 SHEEP AZ MK                                        3291644.5 |
 NT0641|---------------------------------------------------------------------|
 NT0641
 NT0641                          SUPERSEDED SURVEY CONTROL
 NT0641
 NT0641  NAD 83(1993)-  42 07 15.63780(N)    110 34 22.82270(W) AD(       ) 1
 NT0641  NAD 83(1986)-  42 07 15.63150(N)    110 34 22.81594(W) AD(       ) 1
 NT0641  NAD 27      -  42 07 15.85410(N)    110 34 20.20200(W) AD(       ) 1
 NT0641  NGVD 29 (07/19/86) 2815.5    (m)         9237.     (f) VERT ANG       
 NT0641
 NT0641.Superseded values are not recommended for survey control.
 NT0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0641.See file dsdata.txt to determine how the superseded data were derived.
 NT0641
 NT0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3529663300(NAD 83)
 NT0641_MARKER: DS = TRIANGULATION STATION DISK
 NT0641_SETTING: 80 = SET IN A BOULDER
 NT0641_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NT0641
 NT0641  HISTORY     - Date     Condition        Report By
 NT0641  HISTORY     - 1933     MONUMENTED       CGS
 NT0641  HISTORY     - 1944     GOOD             USGS
 NT0641  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NT0641
 NT0641                          STATION DESCRIPTION
 NT0641
 NT0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NT0641'ABOUT 22 MILES NORTH OF KEMMERER, AND 21 MILES SOUTHWEST OF
 NT0641'TULSA, IN SEC. 25, T. 25 N., R. 116 W., ABOUT 3/4 MILE
 NT0641'SOUTH OF SOUTH BOUNDARY OF WYOMING NATIONAL FOREST, ON EXTREME
 NT0641'NORTHWEST END (NOT HIGHEST PART OF LONG RIDGE), KNOWN LOCALLY
 NT0641'AS COMMISSARY RIDGE.  TO REACH FROM KEMMERER, GO NORTH 4.8
 NT0641'MILES ON STATE HIGHWAY 287 TO SUSIE COAL TIPPLE.  CONTINUE 1.25
 NT0641'MILES, THEN TURN LEFT OFF HIGHWAY JUST BEFORE ARRIVING AT
 NT0641'HIGH STEEL BRIDGE OVER HIGHWAY.  GO 0.15 MILE ACROSS TRACK,
 NT0641'TAKE RIGHT FORK AND GO 2.7 MILES, THEN STRAIGHT AHEAD ON LEFT
 NT0641'FORK 0.2 MILE PASSING COAL MINE ON RIGHT.  CONTINUE NORTH ON
 NT0641'MAIN-TRAVELED ROAD 5.8 MILES, THEN 4.5 MILES ON RIGHT FORK,
 NT0641'THEN 1.8 MILES ON RIGHT FORK TO COAL MINE ON LEFT.
 NT0641'CONTINUE 4.6 MILES, THEN GO 3.3 MILES ON LEFT FORK OF MAIN
 NT0641'ROAD TO SOUTH FORK OF FONTENELLE CREEK, SOMETIMES KNOWN
 NT0641'AS BEAR HOLE CREEK.  CONTINUE ACROSS CREEK AND GO 0.25
 NT0641'MILE, THEN TURN LEFT JUST AFTER CROSSING DITCH AND JUST
 NT0641'AFTER ARRIVING AT OLD LOG BUILDINGS, CONTINUE 0.55 MILE,
 NT0641'TAKE LEFT FORK AND GO 1.9 MILES TO RANCH OWNED BY
 NT0641'WALTER HANKIN.  INQUIRE THERE AS TO BEST WAY TO GO UP
 NT0641'RIDGE.  STATION IS MARKED BY STANDARD STATION DISK IN
 NT0641'BOULDER.  REFERENCE MARKS ARE STANDARD REFERENCE
 NT0641'DISKS IN BOULDERS.  NO. 1 IS 90.39 FEET (SLOPE
 NT0641'DISTANCE) FROM STATION.  NO. 2 IS
 NT0641'52.83 FEET (SLOPE DISTANCE) FROM STATION.
 NT0641'NO. 3 IS 5 FEET WEST OF ONE BIG PINE TREE AND 8 FEET
 NT0641'NORTH OF ANOTHER (BOTH TREES BLAZED WITH TRIANGLES), AND ABOUT
 NT0641'1/2 MILE FROM STATION.
 NT0641'ELEVATION--2,826.2 METERS (9,272 FEET).
 NT0641
 NT0641                          STATION RECOVERY (1944)
 NT0641
 NT0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1944
 NT0641'RECOVERED.
 NT0641'
 NT0641'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---SHEEP 1933---,
 NT0641'WEDGED IN A DRILL HOLE IN A BOULDER.
 NT0641
 NT0641                          STATION RECOVERY (1962)
 NT0641
 NT0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 NT0641'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 NT0641'RECOVERED.  DISTANCES TO THE REFERENCE MARKS DID NOT AGREE.
 NT0641'THE ORIGINAL MEASUREMENTS WERE SLOPE, AS STATED IN THE 1933
 NT0641'DESCRIPTION.  THE 1962 DISTANCES WERE OBTAINED BY MEASURING
 NT0641'FROM THE AXIS OF THE TELESCOPE AND COMPUTED TO HORIZONTAL.
 NT0641'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 NT0641'
 NT0641'THE STATION IS ABOUT 22 MILES SOUTHWEST OF LA BARGE, 22-3/4
 NT0641'MILES NORTH OF KEMMERER, AT THE NORTH END AND LOWER THAN THE
 NT0641'HIGHEST PART OF SOUTH FORK MOUNTAIN, WHICH IS ABOUT MIDWAY
 NT0641'ALONG COMMISSARY RIDGE.
 NT0641'
 NT0641'TO REACH THE STATION FROM THE POST OFFICE IN FRONTIER, GO
 NT0641'NORTHERLY ON A PAVED ROAD 0.95 MILE TO A SIDE ROAD ON THE
 NT0641'LEFT LEADING TO THE KEMMERER AIRPORT.  CONTINUE NORTHERLY
 NT0641'3.7 MILES TO THE PETERNAL RANCH ON THE RIGHT.  (OBTAIN KEY
 NT0641'HERE FOR LOCKED GATE) CONTINUE STRAIGHT AHEAD FOR 8.65 MILES
 NT0641'TO A DAM ON THE LEFT.  CONTINUE FOR 1.3 MILES TO A FORK.  TAKE
 NT0641'THE RIGHT FORK, MAIN ROAD, FOR 0.95 MILE TO A LOCKED GATE AND
 NT0641'A SIDE ROAD ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE
 NT0641'AND FOLLOW A TRACK ROAD 1.2 MILES TO A GATE.  PASS THROUGH
 NT0641'THE GATE AND CONTINUE FOR 1.9 MILES TO A TRACK ROAD LEFT,
 NT0641'LEADING DOWN OFF OF THE RIDGE.  CONTINUE STRAIGHT AHEAD 0.3
 NT0641'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE UP THE
 NT0641'RIDGE FOR 2.4 MILES TO A POINT WHERE A TRACK ROAD LEADS
 NT0641'DOWN A DRAINAGE.  CONTINUE STRAIGHT AHEAD 0.75 MILE TO A
 NT0641'FORK.  TAKE THE RIGHT FORK AND CONTINUE FOR 3.25 MILES TO
 NT0641'A POINT WHERE YOU ENTER A PINE FOREST.  CONTINUE STRAIGHT
 NT0641'AHEAD 1.55 MILES TO A SMALL MEADOW AND A DIM ROAD LEADING
 NT0641'EAST THROUGH THE WOODS.  TURN RIGHT AND FOLLOW THE DIM ROAD
 NT0641'EAST FOR 0.2 MILE TO THE EAST EDGE OF THE RIDGE.  TURN
 NT0641'RIGHT AND GO NORTHERLY ALONG THE EAST SIDE OF THE RIDGE
 NT0641'FOR 1.85 MILES TO THE END OF TRUCK TRAVEL.  FROM THIS POINT
 NT0641'PACK NORTHERLY, SLIGHTLY DOWNGRADE FOR ABOUT 30 MINUTES TO THE
 NT0641'ROCKY POINT AND THE STATION.
 NT0641'
 NT0641'THE STATION MARK IS A STANDARD DISK, STAMPED SHEEP 1933,
 NT0641'CEMENTED IN A DRILL HOLE IN A 1 BY 1 FOOT ROCK OUTCROP
 NT0641'PROJECTING 4 INCHES.  IT IS 8 FEET WEST OF THE EAST EDGE OF
 NT0641'THE RIDGE AND 15 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE.
 NT0641'
 NT0641'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHEEP NO 1 1933,
 NT0641'CEMENTED IN A DRILL HOLE IN A 4 BY 5 FOOT ROCK OUTCROP PROJECTING
 NT0641'3 FEET.  IT IS 10.9 FEET LOWER THAN THE STATION.
 NT0641'
 NT0641'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SHEEP NO 2 1933,
 NT0641'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT OUTCROP PROJECTING
 NT0641'2 FEET.  IT IS 10.9 FEET LOWER THAN THE STATION.
 NT0641'
 NT0641'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SHEEP 1933,
 NT0641'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 5 FEET WEST
 NT0641'OF A PINE TREE HAVING A TRIANGULAR BLAZE, 8 FEET NORTH NORTH OF
 NT0641'ANOTHER PINE TREE HAVING A TRIANGULAR BLAZE AND ABOUT 200
 NT0641'FEET LOWER THAN THE STATION.  TO REACH THE MARK FROM THE
 NT0641'STATION, PACK DOWN GRADE, NORTHWEST, FOR ABOUT 1/2 MILE TO THE
 NT0641'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0278 ***********************************************************************
 OW0278  DESIGNATION -  SHEEP
 OW0278  PID         -  OW0278
 OW0278  STATE/COUNTY-  WY/FREMONT
 OW0278  USGS QUAD   -  JENKINS MOUNTAIN (1957)
 OW0278
 OW0278                         *CURRENT SURVEY CONTROL
 OW0278  ___________________________________________________________________
 OW0278* NAD 83(1993)-  43 26 04.85853(N)    108 36 37.28424(W)     ADJUSTED  
 OW0278* NAVD 88     -      1774.3    (meters)    5821.     (feet)  VERTCON   
 OW0278  ___________________________________________________________________
 OW0278  LAPLACE CORR-          -8.98  (seconds)                    DEFLEC99
 OW0278  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 OW0278
 OW0278  HORZ ORDER  -  THIRD
 OW0278
 OW0278.The horizontal coordinates were established by classical geodetic methods
 OW0278.and adjusted by the National Geodetic Survey in January 1997..
 OW0278
 OW0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0278
 OW0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0278
 OW0278.The geoid height was determined by GEOID03.
 OW0278
 OW0278;                    North         East     Units Scale Factor Converg.
 OW0278;SPC WYWC     -   325,952.189   611,305.345   MT  0.99993907   +0 05 45.6
 OW0278;UTM  12      - 4,811,861.126   693,400.387   MT  1.00006011   +1 38 36.4
 OW0278
 OW0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0278!SPC WYWC     -   0.99972380  x   0.99993907  =   0.99966288
 OW0278!UTM  12      -   0.99972380  x   1.00006011  =   0.99978389
 OW0278
 OW0278|---------------------------------------------------------------------|
 OW0278| PID    Reference Object                     Distance      Geod. Az  |
 OW0278|                                                           dddmmss.s |
 OW0278| CP6631 SHEEP RM 1                            7.895 METERS 10249     |
 OW0278| CP6632 SHEEP RM 2                            4.721 METERS 17916     |
 OW0278| CP6630 SHEEP AZ MK                                        2680914.4 |
 OW0278|---------------------------------------------------------------------|
 OW0278
 OW0278                          SUPERSEDED SURVEY CONTROL
 OW0278
 OW0278  NAD 83(1986)-  43 26 04.85063(N)    108 36 37.29126(W) AD(       ) 3
 OW0278  NAD 27      -  43 26 05.00500(N)    108 36 34.87800(W) AD(       ) 3
 OW0278  NGVD 29 (11/06/89) 1773.3    (m)         5818.     (f) VERT ANG       
 OW0278
 OW0278.Superseded values are not recommended for survey control.
 OW0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0278.See file dsdata.txt to determine how the superseded data were derived.
 OW0278
 OW0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9340011861(NAD 83)
 OW0278_MARKER: DS = TRIANGULATION STATION DISK
 OW0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0278
 OW0278  HISTORY     - Date     Condition        Report By
 OW0278  HISTORY     - 1936     MONUMENTED       CGS
 OW0278  HISTORY     - 1948     GOOD             USGS
 OW0278
 OW0278                          STATION DESCRIPTION
 OW0278
 OW0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0278'ABOUT 28 MILES NORTHWEST OF SHOSHONI, ABOUT 14 MILES EAST-NORTHEAST
 OW0278'OF PAVILLION, ABOUT 4 MILES EAST OF MERRIAM RANCH, ABOUT 1
 OW0278'MILE EAST OF SHEEP CREEK, ABOUT 1 MILE SOUTH OF RANGE OF PROMINENT
 OW0278'RED ROCKY HILLS, AND ON LOW BARE HILL.  THERE ARE SIMILAR HILLS
 OW0278'ABOUT 1 MILE TO SOUTH, BUT THEY ARE NOT AS HIGH AS STATION
 OW0278'HILL.  TO REACH FROM INTERSECTION OF U.S. HIGHWAYS 20 AND 320
 OW0278'IN SHOSHONI, FOLLOW HIGHWAY 320 WEST 4.4 MILES TO ROAD TO
 OW0278'RIGHT (WEST).  TURN RIGHT ONTO THIS ROAD AND GO WEST 0.3 MILE
 OW0278'TO INTERSECTION WITH GRADED ROAD AT WOODEN BRIDGE OVER BIG
 OW0278'DRY OR MAVERICK CREEK.  TURN TO RIGHT ACROSS CREEK AND
 OW0278'FOLLOW MAIN GRADED ROAD NORTH 4.5 MILES TO FORKS.  TAKE LEFT
 OW0278'FORK AND GO WEST ON GRADED ROAD 6.8 MILES TO FORKS.  TAKE
 OW0278'LEFT FORK AND GO WEST ON GRADED ROAD 5.5 MILES TO FORKS.
 OW0278'KEEP TO LEFT FORK AND CONTINUE ON MAIN GRADED ROAD 11.0
 OW0278'MILES TO FORKS AT JOHN A. WINNEGARS MAIL BOX.  KEEP
 OW0278'STRAIGHT AHEAD AND GO NORTH 1.8 MILES TO FORKS AT F.C.
 OW0278'METERS MAIL BOX.  TAKE RIGHT FORK (LEFT FORK GOES WEST TO MERRIAM
 OW0278'RANCH) AND GO NORTH ON GRADED ROAD 1.5 MILES TO CURVE TO LEFT AND
 OW0278'AZIMUTH MARK ON RIGHT.  TURN RIGHT OFF ROAD HERE, AND GO ACROSS
 OW0278'COUNTRY 0.7 MILE TO TOP OF RIDGE.  TURN RIGHT AND GO SOUTH
 OW0278'ALONG CREST ABOUT 0.1 MILE TO HIGHEST POINT AND STATION.
 OW0278'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 OW0278'REFERENCE AND AZIMUTH MARKS ARE
 OW0278'STANDARD DISKS IN CONCRETE.  NO. 1 IS 7.895 METERS
 OW0278'(25.90 FEET) EAST OF STATION S 77 DEG 10 MIN E.  AND
 OW0278'NO. 2 IS 4.721 METERS (15.49 FEET) SOUTH S 0 DEG 44 MIN E.
 OW0278'AZIMUTH MARK IS 1.5 MILES NORTH OF F.C. METERS
 OW0278'MAIL BOX (SEE ABOVE), BETWEEN GRADED ROAD TO WEST AND TRACK
 OW0278'ROAD TO EAST, 12 PACES EAST OF CENTER LINE OF GRADED ROAD,
 OW0278'10 PACES SOUTHEAST OF POINT OF INTERSECTION OF CURVE IN GRADED
 OW0278'ROAD, AND APPROXIMATELY 0.7 MILE WEST OF STATION
 OW0278'S 88 DEG 09 MIN W.
 OW0278
 OW0278                          STATION RECOVERY (1948)
 OW0278
 OW0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OW0278'RECOVERED BY USGS IN 1948.
 OW0278'
 OW0278'STATION MARK--STANDARD DISK IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0826 ***********************************************************************
 OX0826  DESIGNATION -  SHEEP
 OX0826  PID         -  OX0826
 OX0826  STATE/COUNTY-  WY/TETON
 OX0826  USGS QUAD   -  BLUE MINER LAKE (1996)
 OX0826
 OX0826                         *CURRENT SURVEY CONTROL
 OX0826  ___________________________________________________________________
 OX0826* NAD 83(1993)-  43 32 37.52604(N)    110 31 26.89392(W)     ADJUSTED  
 OX0826* NAVD 88     -      3427.2    (meters)   11244.     (feet)  VERTCON   
 OX0826  ___________________________________________________________________
 OX0826  LAPLACE CORR-          10.30  (seconds)                    DEFLEC99
 OX0826  GEOID HEIGHT-          -8.93  (meters)                     GEOID03
 OX0826
 OX0826  HORZ ORDER  -  FIRST
 OX0826
 OX0826.The horizontal coordinates were established by classical geodetic methods
 OX0826.and adjusted by the National Geodetic Survey in January 1997..
 OX0826
 OX0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0826
 OX0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0826
 OX0826.The geoid height was determined by GEOID03.
 OX0826
 OX0826;                    North         East     Units Scale Factor Converg.
 OX0826;SPC WY W     -   438,154.766   764,377.212   MT  0.99995310   -0 18 13.2
 OX0826;UTM  12      - 4,821,310.972   538,443.038   MT  0.99961818   +0 19 40.2
 OX0826
 OX0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0826!SPC WY W     -   0.99946426  x   0.99995310  =   0.99941739
 OX0826!UTM  12      -   0.99946426  x   0.99961818  =   0.99908265
 OX0826
 OX0826|---------------------------------------------------------------------|
 OX0826| PID    Reference Object                     Distance      Geod. Az  |
 OX0826|                                                           dddmmss.s |
 OX0826| CP6645 SHEEP RM                              3.738 METERS 20527     |
 OX0826| CP6646 SHEEP RM 1                           14.920 METERS 25243     |
 OX0826| CP6644 SHEEP AZ MK                                        3315557.0 |
 OX0826| CP6647 SHEEP RM 2                           22.412 METERS 35254     |
 OX0826|---------------------------------------------------------------------|
 OX0826
 OX0826                          SUPERSEDED SURVEY CONTROL
 OX0826
 OX0826  NAD 83(1993)-  43 32 37.51975(N)    110 31 26.88971(W) AD(       ) 1
 OX0826  NAD 83(1986)-  43 32 37.51574(N)    110 31 26.87968(W) AD(       ) 1
 OX0826  NAD 27      -  43 32 37.74600(N)    110 31 24.17200(W) AD(       ) 1
 OX0826  NGVD 29 (07/19/86) 3425.6    (m)        11239.     (f) VERT ANG       
 OX0826
 OX0826.Superseded values are not recommended for survey control.
 OX0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0826.See file dsdata.txt to determine how the superseded data were derived.
 OX0826
 OX0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3844321311(NAD 83)
 OX0826_MARKER: B = BOLT
 OX0826_SETTING: 0 = UNSPECIFIED SETTING
 OX0826
 OX0826  HISTORY     - Date     Condition        Report By
 OX0826  HISTORY     - 1897     MONUMENTED       USGS
 OX0826  HISTORY     - 1946     GOOD             USGS
 OX0826  HISTORY     - 1968     GOOD             USGS
 OX0826
 OX0826                          STATION DESCRIPTION
 OX0826
 OX0826'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OX0826'THE STATION IS LOCATED ON THE SUMMIT OF A VERY PROMINENT BALD
 OX0826'DOME-SHAPED MOUNTAIN WHICH HAS A LONG, GRADUAL SLOPE LEADING UP
 OX0826'FROM THE NORTH AND DROPS OFF ABRUPTLY TO THE SOUTH AND EAST.
 OX0826'IT IS 7 MILES, AIRLINE SOUTHEAST OF KELLY POST OFFICE, 13 MILES,
 OX0826'AIRLINE, EAST-NORTHEAST OF JACKSON, AND 5 MILES, AIRLINE, SOUTH
 OX0826'OF THE GROS VENTRE RIVER.  THIS MOUNTAIN IS VERY CONSPICIOUS
 OX0826'FROM ALL DIRECTIONS AND IS THE HIGHEST POINT IN THE VICINITY.
 OX0826'
 OX0826'THE STATION MARK IS A 1 INCH COPPER BOLT WHICH PROJECTS 2
 OX0826'INCHES ABOVE THE TOP OF 10 IN X 16 IN BOULDER WHICH PROJECTS
 OX0826'2 INCHES ABOVE THE GROUND.  IT IS ON THE HIGHEST POINT OF THE
 OX0826'MOUNTAIN.  IS 8 FEET WEST OF THE EDGE OF A CLIFF AND IS STAMPED
 OX0826'USGS.
 OX0826'
 OX0826'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0826'HOLE IN A 2 FT X 1 FT BOULDER WHICH PROJECTS 2 INCHES ABOVE
 OX0826'THE GROUND AND IS 5-1/2 FEET LOWER THAN THE STATION MARK.  IT
 OX0826'IS STAMPED SHEEP USGS NO 1 1946.
 OX0826'
 OX0826'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0826'HOLE IN A 2 FOOT TRIANGULAR-SHAPED BOULDER WHICH PROJECTS
 OX0826'6 INCHES ABOVE THE GROUND AND IS 6 FEET LOWER THAN THE STATION
 OX0826'MARK.  IT IS STAMPED SHEEP USGS NO 1 1946.
 OX0826'
 OX0826'A USGS REFERENCE MARK IS A 2 INCH CROSS CHISELED IN BEDROCK.
 OX0826'IT IS 8 INCHES LOWER THAN THE STATION MARK, FLUSH WITH THE
 OX0826'GROUND ON THE NORTHEAST SIDE, AND PROJECTS 5 INCHES ON THE
 OX0826'SOUTHWEST SIDE.  IT IS 6 FEET NORTHWEST OF A ROCK CLIFF AND
 OX0826'CONTAINS THE INSCRIPTION U.S. 112010
 OX0826'
 OX0826'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0826'IN A BOULDER WHICH IS APPROX. 3 FEET IN DIAMETER AND PROJECTS
 OX0826'1 FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 100 YDS.
 OX0826'SOUTH OF THE LAST GROUP OF TREES ENROUTE TO THE STATION AND
 OX0826'1-1/2 FEET SOUTHEAST OF A ROCK CAIRN.  IS STAMPED SHEEP USGS
 OX0826'1946.
 OX0826'
 OX0826'TO REACH THE STATION FROM KELLY POST OFFICE GO NORTH ON A
 OX0826'GRAVELED ROAD FOR 1.0 MILE.  TURN RIGHT AND FOLLOW THE MAIN
 OX0826'TRAVELED ROAD EASTERLY 3.25 MILES TO A GATE ON THE RIGHT
 OX0826'WHICH LEADS INTO THE CLAUDE WHAM RANCH.  TURN RIGHT THROUGH THE
 OX0826'GATE AND GO 0.3 MILE TO CLAUDE WHAMS RANCH.  HORSES MAY BE
 OX0826'RENTED FROM MR. WHAM AND ARE NECESSARY FOR THE PACK.  FROM
 OX0826'THE RANCH CROSS THE GROS VENTRE RIVER TO THE SOUTHWEST JUST
 OX0826'TO THE RIGHT OF A LOW HEAVILY WOODED HILL WHICH HAS SHEAR ROCK
 OX0826'BLUFFS ON THE RIVER SIDE, THENCE FOLLOW A TRAIL (WELL
 OX0826'DEFINED) SOUTHERLY UP THE MAIN RIDGE FOR ABOUT 3 MILES TO AN
 OX0826'OPEN GRASSY VALLEY.  GO WESTERLY THROUGH THE VALLEY FOR
 OX0826'ABOUT 3/4 MILE TO A TRAIL AT TWO BLAZES ON THE LEFT SIDE OF
 OX0826'THE VALLEY.  FOLLOW THE TRAIL SOUTHERLY UP MAIN RIDGE FOR
 OX0826'ABOUT 3 MILES TO A POINT WHERE THE RIDGE BECOMES VOID OF
 OX0826'TREES.  THE AZIMUTH MARK IS 150 YARDS BEYOND THE LAST
 OX0826'GROUP OF TREES.  AT THIS POINT THE TRAIL ENDS.  FROM HERE
 OX0826'CONTINUE SOUTHERLY UP THE RIDGE ABOUT 2 MILES TO THE HIGHEST
 OX0826'POINT AND STATION.  A 4 HOUR PACK WITH HORSES.
 OX0826
 OX0826                          STATION RECOVERY (1968)
 OX0826
 OX0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0826'RECOVERED BY HELICOPTER.
 OX0826'
 OX0826'STATION MARK--A 1 IN. COPPER BOLT, WHICH PROJECTS 2 IN. ABOVE GROUND,
 OX0826'STAMPED ---USGS---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0567 ***********************************************************************
 PW0567  DESIGNATION -  SHEEP
 PW0567  PID         -  PW0567
 PW0567  STATE/COUNTY-  WY/SHERIDAN
 PW0567  USGS QUAD   -  MEXICAN HILL (1993)
 PW0567
 PW0567                         *CURRENT SURVEY CONTROL
 PW0567  ___________________________________________________________________
 PW0567* NAD 83(1993)-  44 56 34.43382(N)    107 52 55.76247(W)     ADJUSTED  
 PW0567* NAVD 88     -      2994.3    (meters)    9824.     (feet)  VERTCON   
 PW0567  ___________________________________________________________________
 PW0567  LAPLACE CORR-           8.28  (seconds)                    DEFLEC99
 PW0567  GEOID HEIGHT-         -10.18  (meters)                     GEOID03
 PW0567
 PW0567  HORZ ORDER  -  FIRST
 PW0567
 PW0567.The horizontal coordinates were established by classical geodetic methods
 PW0567.and adjusted by the National Geodetic Survey in January 1997..
 PW0567
 PW0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0567
 PW0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0567
 PW0567.The geoid height was determined by GEOID03.
 PW0567
 PW0567;                    North         East     Units Scale Factor Converg.
 PW0567;SPC WYEC     -   593,665.537   356,686.796   MT  0.99996056   -0 23 15.7
 PW0567;SPC MT       -    78,337.207   727,683.857   MT  1.00003475   +1 11 00.5
 PW0567;SPC MT       -   257,011.83  2,387,414.23   iFT  1.00003475   +1 11 00.5
 PW0567;UTM  13      - 4,980,648.823   272,616.170   MT  1.00023581   -2 02 12.6
 PW0567
 PW0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0567!SPC WYEC     -   0.99953235  x   0.99996056  =   0.99949293
 PW0567!SPC MT       -   0.99953235  x   1.00003475  =   0.99956709
 PW0567!UTM  13      -   0.99953235  x   1.00023581  =   0.99976805
 PW0567
 PW0567|---------------------------------------------------------------------|
 PW0567| PID    Reference Object                     Distance      Geod. Az  |
 PW0567|                                                           dddmmss.s |
 PW0567| CS9026 SHEEP RM 1                           10.064 METERS 11123     |
 PW0567| CS9025 SHEEP AZ MK                                        1490448.2 |
 PW0567| CS9027 SHEEP RM 2                            6.837 METERS 21959     |
 PW0567|---------------------------------------------------------------------|
 PW0567
 PW0567                          SUPERSEDED SURVEY CONTROL
 PW0567
 PW0567  NAD 83(1986)-  44 56 34.42303(N)    107 52 55.74908(W) AD(       ) 1
 PW0567  NAD 27      -  44 56 34.56920(N)    107 52 53.38200(W) AD(       ) 1
 PW0567  NGVD 29 (07/19/86) 2993.1    (m)         9820.     (f) VERT ANG       
 PW0567
 PW0567.Superseded values are not recommended for survey control.
 PW0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0567.See file dsdata.txt to determine how the superseded data were derived.
 PW0567
 PW0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK7261680649(NAD 83)
 PW0567_MARKER: DS = TRIANGULATION STATION DISK
 PW0567_SETTING: 66 = SET IN ROCK OUTCROP
 PW0567
 PW0567  HISTORY     - Date     Condition        Report By
 PW0567  HISTORY     - 1957     MONUMENTED       CGS
 PW0567
 PW0567                          STATION DESCRIPTION
 PW0567
 PW0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0567'STATION IS ABOUT 30 MILES WEST AND 5 MILES NORTH OF DAYTON,
 PW0567'4 MILES SOUTH OF THE MONTANA-WYOMING STATE LINE, IN BIG HORN
 PW0567'NATIONAL FOREST AND ON THE HIGHEST POINT OF SHEEP MOUNTAIN.
 PW0567'
 PW0567'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PW0567'14, LOCALLY KNOWN AS BURGESS JUNCTION, GO WESTERLY ON STATE
 PW0567'HIGHWAY 14 FOR 18.6 MILES TO A SIDE ROAD RIGHT AT SIGN SHEEP
 PW0567'MOUNTAIN ROAD.  TURN RIGHT ON DIRT ROAD AND FOLLOW MONTANA
 PW0567'STATE LINE SIGNS FOR 11.8 MILES TO A FORK AND SIGN HANNONS
 PW0567'COULEE 5.  TAKE LEFT FORK AND GO NORTHWESTERLY FOR 0.15 MILE
 PW0567'TO ANOTHER SIGN HANNONS COULEE 5.  BEAR RIGHT AND PICK WAY
 PW0567'NORTHWESTERLY UP ROCKY SLOPE, KEEPING TO LEFT OF WHAT APPEARS
 PW0567'TO BE THE HIGHEST PART OF THE MOUNTAIN, TO A POINT ON THE
 PW0567'SOUTHWEST SLOPE, THENCE RIGHT AND PICK WAY NORTHEASTERLY TO
 PW0567'END OF TRUCK TRAVEL AT LARGE ROCK OUTCROPPING.  A TOTAL
 PW0567'DISTANCE OF 1.3 MILES.  PACK NORTHERLY ABOUT 125 YARDS TO TOP
 PW0567'OF A LARGE, FLAT TOPPED CRAG ROCK AND STATION.  TO REACH
 PW0567'AZIMUTH MARK FROM ETT, GO SOUTHEAST ALONG EAST SIDE OF RIDGE
 PW0567'FOR 0.25 MILE TO GROUP OF LARGE BOULDERS AND AZIMUTH MARK.
 PW0567'
 PW0567'STATION MARK IS A STANDARD DISK, STAMPED SHEEP 1957.  IT IS
 PW0567'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 PW0567'FLUSH WITH SURFACE.  NO WHITE WITNESS POST WAS SET.
 PW0567'
 PW0567'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHEEP NO 1 1957.
 PW0567'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 PW0567'IS FLUSH WITH THE SURFACE.
 PW0567'
 PW0567'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SHEEP NO 2 1957.
 PW0567'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 PW0567'FLUSH WITH THE SURFACE.
 PW0567'
 PW0567'AZIMUTH MARK IS A STANDARD DISK, STAMPED SHEEP 1957.  IT IS
 PW0567'CEMENTED IN A DRILL HOLE IN A 10 X 5 FOOT BOULDER WHICH PROJECTS
 PW0567'6 FEET AND IS ON THE EAST EDGE OF THE RIDGE AND ABOUT 0.05
 PW0567'MILE WEST OF A LARGE CAIRN.  A 4 IN X 4 IN WHITE WITNESS POST
 PW0567'WAS SET 6 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1175 ***********************************************************************
 MO1175  DESIGNATION -  SHEEP
 MO1175  PID         -  MO1175
 MO1175  STATE/COUNTY-  WY/PLATTE
 MO1175  USGS QUAD   -  NATWICK SW (1981)
 MO1175
 MO1175                         *CURRENT SURVEY CONTROL
 MO1175  ___________________________________________________________________
 MO1175* NAD 83(1993)-  41 48 15.79182(N)    105 11 29.72847(W)     ADJUSTED  
 MO1175* NAVD 88     -      2086.2    (meters)    6844.     (feet)  VERTCON   
 MO1175  ___________________________________________________________________
 MO1175  LAPLACE CORR-         -10.52  (seconds)                    DEFLEC99
 MO1175  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 MO1175
 MO1175  HORZ ORDER  -  THIRD
 MO1175
 MO1175.The horizontal coordinates were established by classical geodetic methods
 MO1175.and adjusted by the National Geodetic Survey in January 1997..
 MO1175
 MO1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1175
 MO1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1175
 MO1175.The geoid height was determined by GEOID03.
 MO1175
 MO1175;                    North         East     Units Scale Factor Converg.
 MO1175;SPC WY E     -   144,852.325   197,928.797   MT  0.99993755   -0 00 59.8
 MO1175;UTM  13      - 4,628,075.604   484,084.363   MT  0.99960312   -0 07 39.8
 MO1175
 MO1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1175!SPC WY E     -   0.99967492  x   0.99993755  =   0.99961249
 MO1175!UTM  13      -   0.99967492  x   0.99960312  =   0.99927817
 MO1175
 MO1175:                Primary Azimuth Mark                     Grid Az
 MO1175:SPC WY E     -  MULE                                     175 11 16.6
 MO1175:UTM  13      -  MULE                                     175 17 56.6
 MO1175
 MO1175|---------------------------------------------------------------------|
 MO1175| PID    Reference Object                     Distance      Geod. Az  |
 MO1175|                                                           dddmmss.s |
 MO1175| MO1182 MULE                                APPROX. 7.1 KM 1751016.8 |
 MO1175|---------------------------------------------------------------------|
 MO1175
 MO1175                          SUPERSEDED SURVEY CONTROL
 MO1175
 MO1175  NAD 83(1986)-  41 48 15.77548(N)    105 11 29.72416(W) AD(       ) 3
 MO1175  NAD 27      -  41 48 15.87642(N)    105 11 27.79700(W) AD(       ) 3
 MO1175  NGVD 29 (07/19/86) 2085.3    (m)         6842.     (f) VERT ANG       
 MO1175
 MO1175.Superseded values are not recommended for survey control.
 MO1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1175.See file dsdata.txt to determine how the superseded data were derived.
 MO1175
 MO1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG8408428076(NAD 83)
 MO1175
 MO1175  HISTORY     - Date     Condition        Report By
 MO1175  HISTORY     - UNK      MONUMENTED
 MO1175  HISTORY     - 1953     GOOD             USGS
 MO1175
 MO1175                          STATION DESCRIPTION
 MO1175
 MO1175'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (LEA)
 MO1175'STATION LOCATED ON THE HIGHEST POINT OF SHEEP MOUNTAIN, LOCATED ABOUT
 MO1175'7 MI. S. AND 12 MI. W. OF WHEATLAND.
 MO1175'
 MO1175'TO REACH STATION FROM THE POST OFFICE OF WHEATLAND, GO S. ON HIGHWAY
 MO1175'87 6.6 MI. TO JUNCTION WITH HIGHWAY 34, TURN RIGHT AND PROCEED IN A
 MO1175'SW. DIRECTION 18.5 MI. ON HIGHWAY 34 TO THE JUNCTION WITH A RANCH RD.,
 MO1175'TURN LEFT AND PROCEED 1.4 MI. TO RD. FORK, CONTINUE ON RANCH RD. PAST
 MO1175'RANCH HOUSE AND ACROSS CREEK FOR 0.7 MI. TO A GATE IN FENCE, TURN
 MO1175'RIGHT AND GO THROUGH SECOND GATE AND CONTINUE ALONG FENCE FOR 1.4 MI.
 MO1175'TO BASE OF MOUNTAIN AND END OF TRUCK TRAVEL.  CLIMB 0.8 MI. IN SE.
 MO1175'DIRECTION TO TOP OF MOUNTAIN AND STATION.
 MO1175'
 MO1175'RECOVERED.
 MO1175'
 MO1175'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP, STAMPED ---SHEEP
 MO1175'1951 VABM 6841---.
 MO1175'
 MO1175'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN A ROCK OUTCROP
 MO1175'OUTCROP, 15.4 FT. FROM STATION, N 39 DEG 13 MIN E.
 MO1175'
 MO1175'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN A ROCK
 MO1175'OUTCROP, 49.1 FT. FROM STATION, S 28 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0573 ***********************************************************************
 NQ0573  DESIGNATION -  SHEEP
 NQ0573  PID         -  NQ0573
 NQ0573  STATE/COUNTY-  WY/CONVERSE
 NQ0573  USGS QUAD   -  CHALK BUTTES (1949)
 NQ0573
 NQ0573                         *CURRENT SURVEY CONTROL
 NQ0573  ___________________________________________________________________
 NQ0573* NAD 83(1993)-  42 40 36.36760(N)    105 29 43.57797(W)     ADJUSTED  
 NQ0573* NAVD 88     -      1958.5    (meters)    6426.     (feet)  VERTCON   
 NQ0573  ___________________________________________________________________
 NQ0573  LAPLACE CORR-          -8.10  (seconds)                    DEFLEC99
 NQ0573  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 NQ0573
 NQ0573  HORZ ORDER  -  THIRD
 NQ0573
 NQ0573.The horizontal coordinates were established by classical geodetic methods
 NQ0573.and adjusted by the National Geodetic Survey in January 1997..
 NQ0573
 NQ0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0573
 NQ0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0573
 NQ0573.The geoid height was determined by GEOID03.
 NQ0573
 NQ0573;                    North         East     Units Scale Factor Converg.
 NQ0573;SPC WY E     -   241,800.806   173,053.217   MT  0.99994643   -0 13 22.3
 NQ0573;UTM  13      - 4,725,040.506   459,406.566   MT  0.99962027   -0 20 09.0
 NQ0573
 NQ0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0573!SPC WY E     -   0.99969508  x   0.99994643  =   0.99964153
 NQ0573!UTM  13      -   0.99969508  x   0.99962027  =   0.99931547
 NQ0573
 NQ0573:                Primary Azimuth Mark                     Grid Az
 NQ0573:SPC WY E     -  LA PRELE                                 304 05 48.5
 NQ0573:UTM  13      -  LA PRELE                                 304 12 35.2
 NQ0573
 NQ0573|---------------------------------------------------------------------|
 NQ0573| PID    Reference Object                     Distance      Geod. Az  |
 NQ0573|                                                           dddmmss.s |
 NQ0573| NQ0654 LA PRELE                            APPROX. 8.1 KM 3035226.2 |
 NQ0573|---------------------------------------------------------------------|
 NQ0573
 NQ0573                          SUPERSEDED SURVEY CONTROL
 NQ0573
 NQ0573  NAD 83(1986)-  42 40 36.34823(N)    105 29 43.56549(W) AD(       ) 3
 NQ0573  NAD 27      -  42 40 36.46613(N)    105 29 41.60442(W) AD(       ) 3
 NQ0573  NGVD 29 (07/19/86) 1957.6    (m)         6423.     (f) VERT ANG       
 NQ0573
 NQ0573.Superseded values are not recommended for survey control.
 NQ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0573.See file dsdata.txt to determine how the superseded data were derived.
 NQ0573
 NQ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5940725041(NAD 83)
 NQ0573_MARKER: DD = SURVEY DISK
 NQ0573_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0573_SP_SET: SET IN ROCK OUTCROP
 NQ0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0573+STABILITY: POSITION/ELEVATION WELL
 NQ0573
 NQ0573  HISTORY     - Date     Condition        Report By
 NQ0573  HISTORY     - 1948     MONUMENTED       USGS
 NQ0573
 NQ0573                          STATION DESCRIPTION
 NQ0573
 NQ0573'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0573'LOCATED 8.0 MI. SW. OF DOUGLAS, ON HIGHEST PART OF SHEEP MOUNTAIN.
 NQ0573'
 NQ0573'TO REACH FROM DOUGLAS, PROCEED S. ON U.S. HIGHWAY 20 FROM JUNCTION OF
 NQ0573'U.S. HIGHWAY 20 AND STATE HIGHWAY TO GILLETTE FOR 0.65 MI. TO WHERE
 NQ0573'HIGHWAY 20 TURNS LEFT, CONTINUE S. ON DIRT RD. 0.5 MI., TURN RIGHT AND
 NQ0573'GO 0.1 MI. CROSSING RAILROAD TRACKS, GO 1.2 MI. S. TO RD. FORK, TURN
 NQ0573'RIGHT AND FOLLOW ESTERBROOK RD. 4.9 MI. TO SIDE RD., TURN RIGHT ONTO
 NQ0573'SIDE RD. AND GO W. FOR 6.3 MI. ON S. SIDE OF SHEEP MOUNTAIN RD. FORK,
 NQ0573'TAKE RIGHT FORK AND GO NW. 0.8 MI., TAKE RIGHT FORK AND GO N. AND W.
 NQ0573'0.7 MI. TO A POINT NEAR CREEK INTERSECTIONS, TURN RIGHT OFF RD. AND
 NQ0573'GO N. 0.8 MI. TO FOOT OF MOUNTAIN.  END OF TRUCK TRAVEL, ABOUT 1
 NQ0573'HOUR AND 10 MINUTE WALK N. TO TOP OF MOUNTAIN AND STATION.
 NQ0573'
 NQ0573'STATION MARK--STANDARD TABLET STAMPED ---SHEEP 1947--- SET IN ROCK.
 NQ0573'
 NQ0573'REFERENCE MARK NO. 1--CHISELED ARROW WITH CROSS IN ROCK, 34.18 FT.
 NQ0573'S. OF STATION MARK, N 40 DEG 29 MIN W,
 NQ0573'AND IN LINE WITH A 12 IN. TREE 37.2 FT. DISTANCE.
 NQ0573'
 NQ0573'REFERENCE MARK NO. 2--CHISELED ARROW WITH CROSS IN ROCK, 9.7 FT. W.
 NQ0573'OF STATION MARK, N 81 DEG 02 MIN E,
 NQ0573'AND AT EDGE OF CEDAR BUSH 16.2 FT. TO ITS CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0653 ***********************************************************************
 NT0653  DESIGNATION -  SHEEP CREEK
 NT0653  PID         -  NT0653
 NT0653  STATE/COUNTY-  WY/LINCOLN
 NT0653  USGS QUAD   -  PARK CREEK (1980)
 NT0653
 NT0653                         *CURRENT SURVEY CONTROL
 NT0653  ___________________________________________________________________
 NT0653* NAD 83(1993)-  42 52 26.22188(N)    110 41 53.87877(W)     ADJUSTED  
 NT0653* NAVD 88     -      2327.2    (meters)    7635.     (feet)  VERTCON   
 NT0653  ___________________________________________________________________
 NT0653  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 NT0653  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 NT0653
 NT0653  HORZ ORDER  -  SECOND
 NT0653
 NT0653.The horizontal coordinates were established by classical geodetic methods
 NT0653.and adjusted by the National Geodetic Survey in January 1997..
 NT0653
 NT0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0653
 NT0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0653
 NT0653.The geoid height was determined by GEOID03.
 NT0653
 NT0653;                    North         East     Units Scale Factor Converg.
 NT0653;SPC WY W     -   363,835.091   749,755.736   MT  0.99996855   -0 25 06.3
 NT0653;UTM  12      - 4,746,861.512   524,641.314   MT  0.99960747   +0 12 19.0
 NT0653
 NT0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0653!SPC WY W     -   0.99963679  x   0.99996855  =   0.99960535
 NT0653!UTM  12      -   0.99963679  x   0.99960747  =   0.99924440
 NT0653
 NT0653|---------------------------------------------------------------------|
 NT0653| PID    Reference Object                     Distance      Geod. Az  |
 NT0653|                                                           dddmmss.s |
 NT0653| CP6637 SHEEP CREEK RM 2                      8.265 METERS 03323     |
 NT0653| NT0087 SHEEP CREEK AZ MK                   APPROX. 1.1 KM 1861035.9 |
 NT0653| CP6636 SHEEP CREEK RM 1                     15.220 METERS 35607     |
 NT0653|---------------------------------------------------------------------|
 NT0653
 NT0653                          SUPERSEDED SURVEY CONTROL
 NT0653
 NT0653  NAD 83(1993)-  42 52 26.22045(N)    110 41 53.87620(W) AD(       ) 2
 NT0653  NAD 83(1986)-  42 52 26.20887(N)    110 41 53.86822(W) AD(       ) 2
 NT0653  NAD 27      -  42 52 26.46300(N)    110 41 51.18700(W) AD(       ) 2
 NT0653  NGVD 29 (07/19/86) 2325.9    (m)         7631.     (f) VERT ANG       
 NT0653
 NT0653.Superseded values are not recommended for survey control.
 NT0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0653.See file dsdata.txt to determine how the superseded data were derived.
 NT0653
 NT0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2464146862(NAD 83)
 NT0653_MARKER: DS = TRIANGULATION STATION DISK
 NT0653_SETTING: 66 = SET IN ROCK OUTCROP
 NT0653
 NT0653  HISTORY     - Date     Condition        Report By
 NT0653  HISTORY     - 1946     MONUMENTED       CGS
 NT0653
 NT0653                          STATION DESCRIPTION
 NT0653
 NT0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0653'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF YOUNGS STORE, 1
 NT0653'MILE NORTHEAST OF THE MOUTH OF SHEEP CREEK, AND ABOUT 800
 NT0653'FEET ABOVE THE FLOOR OF THE VALLEY, ON THE TOP OF A RIDGE RUNNING
 NT0653'NORTHEAST FROM THE BRIDGE OVER SHEEP CREEK.
 NT0653'
 NT0653'THE MARK IS A STANDARD DISK STAMPED SHEEP CREEK 1946, SET
 NT0653'IN ROCK OUTCROP, PROJECTING ABOUT 6 INCHES.  IT IS 30 FEET
 NT0653'SOUTH OF THE HIGHEST PART OF THE RIDGE AND ABOUT 2 FEET LOWER
 NT0653'THAN THE HIGHEST PART.
 NT0653'
 NT0653'REFERENCE MARK IS A STANDARD DISK STAMPED SHEEP CREEK NO. 1
 NT0653'1946, SET IN ROCK OUTCROP PROJECTING ABOUT 4 INCHES.  IT IS
 NT0653'15 FEET NORTHWEST OF THE HIGHEST PART OF THE HILL AND ABOUT
 NT0653'5 FEET LOWER THAN THE HIGHEST PART OF THE HILL.  DESCRIPTION
 NT0653'OF REFERENCE MARK NO. 1.
 NT0653'
 NT0653'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SHEEP CREEK
 NT0653'NO. 2 1946, SET IN THE SIDE OF A LARGE ROCK OUTCROP PROJECTING
 NT0653'ABOUT 18 INCHES.  IT IS 8 FEET SOUTHEAST OF THE HIGHEST PART
 NT0653'OF THE HILL AND 1 FOOT LOWER THAN THE HIGHEST PART OF THE HILL.
 NT0653'
 NT0653'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHEEP CREEK 1946,
 NT0653'SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  IT IS 0.2 MILE
 NT0653'SOUTHEAST OF SHEEP CREEK BRIDGE, 10 FEET NORTHWEST OF A TWIN
 NT0653'PINE TREE WITH A TRIANGLE BLAZE, AND AT THE EAST EDGE OF A
 NT0653'CLEARED AREA OF A SMALL KNOLL.  TO REACH FROM BRIDGE OVER
 NT0653'SHEEP CREEK WHICH IS 8 MILES SOUTH OF YOUNGS STORE PACK
 NT0653'SOUTHEAST FOR 0.2 MILE AND THE STATION AS DESCRIBED ABOVE.
 NT0653'
 NT0653'TO REACH THE STATION FROM YOUNGS STORE GO SOUTHEAST FOR 1.2
 NT0653'MILES TO A FORK, TAKE THE RIGHT FORK AND GO 6.5 MILES TO SHEEP
 NT0653'CREEK.  TURN SHARP LEFT (NORTHEAST) JUST BEFORE CROSSING THE
 NT0653'BRIDGE AND GO 0.5 MILE TO A GRAINERY ON THE LEFT IN THE TREES.
 NT0653'TURN LEFT AND PACK 1/2 MILE TO THE TOP OF THE HILL AND THE
 NT0653'STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0087 ***********************************************************************
 NT0087  DESIGNATION -  SHEEP CREEK AZ MK
 NT0087  PID         -  NT0087
 NT0087  STATE/COUNTY-  WY/LINCOLN
 NT0087  USGS QUAD   -  PARK CREEK (1980)
 NT0087
 NT0087                         *CURRENT SURVEY CONTROL
 NT0087  ___________________________________________________________________
 NT0087* NAD 83(1993)-  42 51 50.24858(N)    110 41 59.17101(W)     ADJUSTED  
 NT0087* NAVD 88     -      2095.627  (meters)    6875.40   (feet)  ADJUSTED  
 NT0087  ___________________________________________________________________
 NT0087  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 NT0087  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 NT0087  DYNAMIC HT  -        2094.064 (meters)    6870.27  (feet)  COMP
 NT0087  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 NT0087
 NT0087  HORZ ORDER  -  SECOND
 NT0087  VERT ORDER  -  SECOND    CLASS 0
 NT0087
 NT0087.The horizontal coordinates were established by classical geodetic methods
 NT0087.and adjusted by the National Geodetic Survey in January 1997..
 NT0087
 NT0087.The orthometric height was determined by differential leveling
 NT0087.and adjusted by the National Geodetic Survey in June 1991..
 NT0087
 NT0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0087
 NT0087.The geoid height was determined by GEOID03.
 NT0087
 NT0087.The dynamic height is computed by dividing the NAVD 88
 NT0087.geopotential number by the normal gravity value computed on the
 NT0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0087.degrees latitude (g = 980.6199 gals.).
 NT0087
 NT0087.The modeled gravity was interpolated from observed gravity values.
 NT0087
 NT0087;                    North         East     Units Scale Factor Converg.
 NT0087;SPC WY W     -   362,725.955   749,627.503   MT  0.99996870   -0 25 09.6
 NT0087;UTM  12      - 4,745,751.448   524,525.202   MT  0.99960740   +0 12 15.2
 NT0087
 NT0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0087!SPC WY W     -   0.99967309  x   0.99996870  =   0.99964180
 NT0087!UTM  12      -   0.99967309  x   0.99960740  =   0.99928061
 NT0087
 NT0087:                Primary Azimuth Mark                     Grid Az
 NT0087:SPC WY W     -  SHEEP CREEK                              006 35 41.9
 NT0087:UTM  12      -  SHEEP CREEK                              005 58 17.1
 NT0087
 NT0087|---------------------------------------------------------------------|
 NT0087| PID    Reference Object                     Distance      Geod. Az  |
 NT0087|                                                           dddmmss.s |
 NT0087| NT0653 SHEEP CREEK                         APPROX. 1.1 KM 0061032.3 |
 NT0087|---------------------------------------------------------------------|
 NT0087
 NT0087                          SUPERSEDED SURVEY CONTROL
 NT0087
 NT0087  NAD 83(1993)-  42 51 50.24700(N)    110 41 59.16845(W) AD(       ) 2
 NT0087  NAD 83(1986)-  42 51 50.23572(N)    110 41 59.16059(W) AD(       ) 2
 NT0087  NAD 27      -  42 51 50.49100(N)    110 41 56.48000(W) AD(       ) 2
 NT0087  NGVD 29 (??/??/92) 2094.290  (m)         6871.02   (f) ADJ UNCH    2 0
 NT0087
 NT0087.Superseded values are not recommended for survey control.
 NT0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0087.See file dsdata.txt to determine how the superseded data were derived.
 NT0087
 NT0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2452545751(NAD 83)
 NT0087_MARKER: DZ = AZIMUTH MARK DISK
 NT0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NT0087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NT0087_STAMPING: SHEEP CREEK 1946
 NT0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0087
 NT0087  HISTORY     - Date     Condition        Report By
 NT0087  HISTORY     - 1946     MONUMENTED       CGS
 NT0087  HISTORY     - 1946     GOOD             CGS
 NT0087
 NT0087                          STATION DESCRIPTION
 NT0087
 NT0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0087'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF YOUNGS STORE,
 NT0087'0.2 MILE SOUTHEAST OF A BRIDGE OVER SHEEP CREEK ON A SMALL
 NT0087'KNOLL WHICH IS BALD TO THE WEST.
 NT0087'
 NT0087'NO REFERENCE MARKS WERE SET AT THIS STATION.
 NT0087'
 NT0087'TRIANGULATION STATION SHEEP CREEK IS THE AZIMUTH MARK FOR
 NT0087'THIS STATION.
 NT0087'
 NT0087'TO REACH THE STATION FROM YOUNGS STORE GO SOUTHEAST FOR 1.2
 NT0087'MILES TO A FORK, TAKE THE RIGHT FORK AND GO 6.5 MILES TO
 NT0087'A BRIDGE OVER SHEEP CREEK, CROSS THE BRIDGE AND PACK SOUTHEAST
 NT0087'FOR 0.2 MILES TO THE TOP OF A SMALL KNOLL AND THE STATION.
 NT0087'IT IS A STANDARD DISK STAMPED SHEEP CREEK 1946, SET IN ROCK
 NT0087'OUTCROP.  IT IS 10 FEET NORTHWEST OF A TWIN PINE TREE WITH
 NT0087'A TRIANGLE BLAZE, AND AT THE EAST EDGE OF A CLEARED AREA OF
 NT0087'A SMALL KNOLL.
 NT0087
 NT0087                          STATION RECOVERY (1946)
 NT0087
 NT0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 NT0087'35.1 MI SE FROM ALPINE.
 NT0087'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0087'THENCE 33.5 MILES SOUTHEAST ALONG GREYS RIVER ROAD, ON A SHARP POINTED
 NT0087'KNOLL ABOUT 200 FEET ABOVE A LARGE FLAT, 0.1 MILE NORTHEAST OF GREYS
 NT0087'RIVER ROAD, ABOUT 0.1 MILE EAST OF THE JUNCTION OF SHEEP CREEK ROAD
 NT0087'AND GREYS RIVER ROAD, 400 FEET SOUTH OF SHEEP CREEK, 6 FEET WEST OF A
 NT0087'LARGE PINE TREE, AND WELDED ON TOP OF A 3-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0623 ***********************************************************************
 MP0623  DESIGNATION -  SHEEP MOUNTAIN
 MP0623  PID         -  MP0623
 MP0623  STATE/COUNTY-  WY/CARBON
 MP0623  USGS QUAD   -  SMITH DRAW WEST (1983)
 MP0623
 MP0623                         *CURRENT SURVEY CONTROL
 MP0623  ___________________________________________________________________
 MP0623* NAD 83(1993)-  41 40 45.65794(N)    107 14 13.32411(W)     ADJUSTED  
 MP0623* NAVD 88     -      2480.4    (meters)    8138.     (feet)  VERTCON   
 MP0623  ___________________________________________________________________
 MP0623  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 MP0623  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 MP0623
 MP0623  HORZ ORDER  -  SECOND
 MP0623
 MP0623.The horizontal coordinates were established by classical geodetic methods
 MP0623.and adjusted by the National Geodetic Survey in January 1997..
 MP0623
 MP0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0623
 MP0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0623
 MP0623.The geoid height was determined by GEOID03.
 MP0623
 MP0623;                    North         East     Units Scale Factor Converg.
 MP0623;SPC WYEC     -   230,969.709   408,017.862   MT  0.99993829   +0 03 50.5
 MP0623;UTM  13      - 4,616,593.501   313,801.389   MT  1.00002666   -1 29 16.7
 MP0623
 MP0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0623!SPC WYEC     -   0.99961319  x   0.99993829  =   0.99955151
 MP0623!UTM  13      -   0.99961319  x   1.00002666  =   0.99963984
 MP0623
 MP0623:                Primary Azimuth Mark                     Grid Az
 MP0623:SPC WYEC     -  SINCLAIR REFINERY C OF 3 STKS            043 32 27.9
 MP0623:UTM  13      -  SINCLAIR REFINERY C OF 3 STKS            045 05 35.1
 MP0623
 MP0623|---------------------------------------------------------------------|
 MP0623| PID    Reference Object                     Distance      Geod. Az  |
 MP0623|                                                           dddmmss.s |
 MP0623| MP0606 SINCLAIR REFINERY C OF 3 STKS       APPROX.15.4 KM 0433618.4 |
 MP0623| MP0605 SINCLAIR WATER TANK                 APPROX.15.2 KM 0433948.3 |
 MP0623| MP0608 SALT LAKE CITY OMAHA AWY BN 27      APPROX.20.0 KM 0470110.1 |
 MP0623| CP6641 SHEEP MOUNTAIN AZ MK                               0721530.2 |
 MP0623| CP6642 SHEEP MOUNTAIN RM 1                  10.714 METERS 07647     |
 MP0623| MP0624 SHEEP MTN                             8.780 METERS 16934     |
 MP0623| CP6643 SHEEP MOUNTAIN RM 2                   7.085 METERS 32843     |
 MP0623|---------------------------------------------------------------------|
 MP0623
 MP0623                          SUPERSEDED SURVEY CONTROL
 MP0623
 MP0623  NAD 83(1986)-  41 40 45.64674(N)    107 14 13.31484(W) AD(       ) 2
 MP0623  NAD 27      -  41 40 45.79100(N)    107 14 11.13100(W) AD(       ) 2
 MP0623  NGVD 29 (07/19/86) 2479.2    (m)         8134.     (f) VERT ANG       
 MP0623
 MP0623.Superseded values are not recommended for survey control.
 MP0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0623.See file dsdata.txt to determine how the superseded data were derived.
 MP0623
 MP0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1380116594(NAD 83)
 MP0623_MARKER: DS = TRIANGULATION STATION DISK
 MP0623_SETTING: 66 = SET IN ROCK OUTCROP
 MP0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0623+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2006
 MP0623
 MP0623  HISTORY     - Date     Condition        Report By
 MP0623  HISTORY     - 1948     MONUMENTED       CGS
 MP0623  HISTORY     - 1955     GOOD             USGS
 MP0623  HISTORY     - 1956     GOOD             GULF
 MP0623  HISTORY     - 20060418 GOOD             LOCSUR
 MP0623
 MP0623                          STATION DESCRIPTION
 MP0623
 MP0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0623'STATION LOCATED ON WHAT IS LOCALLY KNOWN AS SHEEP MOUNTAIN,
 MP0623'ABOUT 8 MILES AIRLINE SOUTH OF RAWLINS, 25 FEET NORTH OF AND
 MP0623'2 FEET LOWER THAN HIGHEST POINT, ABOUT 20 FEET EAST OF WEST
 MP0623'BLUFF OF RIDGE, SET FLUSH WITH GROUND, AND STAMPED, SHEEP
 MP0623'MTN. 1948.
 MP0623'
 MP0623'REFERENCE MARK NO. 1 IS ABOUT 18 INCHES LOWER THAN STATION,
 MP0623'SET FLUSH WITH GROUND, AND STAMPED, SHEEP MTN NO 1 1948.
 MP0623'
 MP0623'REFERENCE MARK NO. 2 IS ABOUT 12 INCHES LOWER THAN STATION,
 MP0623'SET FLUSH WITH GROUND, AND STAMPED, SHEEP MTN NO 2 1948.
 MP0623'
 MP0623'REFERENCE MARK NO. 3 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MP0623'SET IN A DRILL HOLE IN OUTCROPING BEDROCK, SET FLUSH WITH
 MP0623'GROUND, IS 0.35 METER HIGHER THAN STATION, AND IS NOT STAMPED.
 MP0623'
 MP0623'AZIMUTH MARK IS LOCATED ON SMALL RIDGE EAST OF STATION, 3
 MP0623'FEET SOUTH OF CAIRN, PROJECTS 2 INCHES, AND STAMPED, SHEEP
 MP0623'MTN. 1948.
 MP0623'
 MP0623'TO REACH FROM POST OFFICE IN RAWLINS, GO SOUTH ON 6TH ST.,
 MP0623'CROSSING RAILROAD TRACKS, FOR 0.3 MILE TO CROSS STREET.  TURN
 MP0623'RIGHT, WEST, ON HUGUS ST. AND GO 0.2 MILE OR 2 BLOCKS TO
 MP0623'CROSS STREET, (HUGUS AND BENNETT ST.).  TURN LEFT, SOUTH,
 MP0623'AND FOLLOW MAIN GRADED ROAD FOR 6.0 MILES TO A TRACK ROAD
 MP0623'ON LEFT AT TOP OF A SMALL GRADE.  TURN LEFT ON TRACK ROAD
 MP0623'AND GO 0.2 MILE TO A FORK, JUST AFTER CROSSING OLD CROSSROAD.
 MP0623'KEEP RIGHT FORK AND GO 0.4 MILE TO FORK.  KEEP RIGHT FORK AND
 MP0623'GO 0.4 MILE TO FORK.  TAKE RIGHT FORK AND GO 1.9 MILE TO A
 MP0623'DIM TRACK ROAD ON RIGHT.  TURN RIGHT ON DIM TRACK ROAD AND
 MP0623'GO 0.5 MILE TO END OF TRUCK TRAVEL.  PACK SOUTH UP RIDGE,
 MP0623'AND ALONG TOP OF RIDGE TO HIGHEST POINT AND STATION AS
 MP0623'DESCRIBED ABOVE.  A 15 MINUTE PACK.
 MP0623'
 MP0623'AZIMUTH MARK CAN BE REACHED FROM STATION BY GOING EASTERLY
 MP0623'FOR 0.4 MILE TO SMALL RIDGE AND CAIRN AT AZIMUTH AS DESCRIBED
 MP0623'ABOVE.
 MP0623'
 MP0623'NOTE--IT IS POSSIBLE TO DRIVE A FOUR WHEEL DRIVE VEHICLE
 MP0623'TO STATION, BY GOING AS GIVEN ABOVE TO PACK.
 MP0623
 MP0623                          STATION RECOVERY (1955)
 MP0623
 MP0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MP0623'TO REACH STATION FROM POST OFFICE IN RAWLINS PROCEED EAST
 MP0623'FOR 7 BLOCKS TO WASHINGTON STREET.  TURN RIGHT, PASS THROUGH
 MP0623'RAILROAD UNDERPASS AND GO 4 BLOCKS TO HUGUS STREET.  TURN
 MP0623'RIGHT, GO 6 BLOCKS AND THEN LEFT FOR 1 BLOCK, MAKE HALF
 MP0623'RIGHT TURN AND FOLLOW THE HIGHWAY FOR 6.3 MILES TO SIDE
 MP0623'ROAD TO LEFT AT SUMMIT.  TURN LEFT AND FOLLOW MAIN TRAVELED
 MP0623'TRACK ROAD FOR 3.0 MILES TO T FORK.  TURN RIGHT AND GO 1.0
 MP0623'MILE TO HIGHEST POINT AND STATION.
 MP0623
 MP0623                          STATION RECOVERY (1956)
 MP0623
 MP0623'RECOVERY NOTE BY GULF REFINING COMPANY 1956
 MP0623'STATION AND MARK FOUND TO BE IN GOOD CONDITION.  DESCRIPTION
 MP0623'ADEQUATE.
 MP0623
 MP0623                          STATION RECOVERY (2006)
 MP0623
 MP0623'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2006 (RCJ)
 MP0623'RECOVERED ALONG WITH 2 REFERNCE MARKERS. ALL IN GOOD CONDITION.
 MP0623'NO NEED TO HIKE TO LOCATION ANY LONGER. STATION IS LOCATED ATOP CHOKE
 MP0623'CHERRY KNOB. TAKE STATE HIGHWAY 71 SOUTH FROM RAWLINS. FROM INTERSTATE
 MP0623'80 UNDERPASS 5.2 MILES SOUTH ON STATE HIGHWAY 71. TURN EAST ONTO 2
 MP0623'TRACK ROAD AND FOLLOW TO THE TOP OF CHOKE CHERRY KNOB. CHOKE CHERRY
 MP0623'KNOB IS CLEARLY VISIBLE TO THE SOUTH/EAST AS YOU TURN ONTO THE 2
 MP0623'TRACK. NUMEROUS ANTENNA TOWERS CAN BE SEEN ON THE TOP OF CHOKE CHERRY
 MP0623'KNOB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0624 ***********************************************************************
 MP0624  DESIGNATION -  SHEEP MTN
 MP0624  PID         -  MP0624
 MP0624  STATE/COUNTY-  WY/CARBON
 MP0624  USGS QUAD   -  SMITH DRAW WEST (1983)
 MP0624
 MP0624                         *CURRENT SURVEY CONTROL
 MP0624  ___________________________________________________________________
 MP0624* NAD 83(1993)-  41 40 45.37805(N)    107 14 13.25541(W)     ADJUSTED  
 MP0624* NAVD 88     -      2480.     (meters)    8136.     (feet)  SCALED    
 MP0624  ___________________________________________________________________
 MP0624  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 MP0624  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 MP0624
 MP0624  HORZ ORDER  -  SECOND
 MP0624
 MP0624.The horizontal coordinates were established by classical geodetic methods
 MP0624.and adjusted by the National Geodetic Survey in January 1997..
 MP0624
 MP0624.The orthometric height was scaled from a topographic map.
 MP0624
 MP0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0624
 MP0624.The geoid height was determined by GEOID03.
 MP0624
 MP0624;                    North         East     Units Scale Factor Converg.
 MP0624;SPC WYEC     -   230,961.076   408,019.460   MT  0.99993829   +0 03 50.6
 MP0624;UTM  13      - 4,616,584.827   313,802.753   MT  1.00002665   -1 29 16.6
 MP0624
 MP0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0624!SPC WYEC     -   0.99961322  x   0.99993829  =   0.99955154
 MP0624!UTM  13      -   0.99961322  x   1.00002665  =   0.99963986
 MP0624
 MP0624:                Primary Azimuth Mark                     Grid Az
 MP0624:SPC WYEC     -  GRENNVILLE                               066 41 48.3
 MP0624:UTM  13      -  GRENNVILLE                               068 14 55.5
 MP0624
 MP0624|---------------------------------------------------------------------|
 MP0624| PID    Reference Object                     Distance      Geod. Az  |
 MP0624|                                                           dddmmss.s |
 MP0624| MP0618 GRENNVILLE                          APPROX.14.0 KM 0664538.9 |
 MP0624|---------------------------------------------------------------------|
 MP0624
 MP0624                          SUPERSEDED SURVEY CONTROL
 MP0624
 MP0624  NAD 83(1986)-  41 40 45.36684(N)    107 14 13.24614(W) AD(       ) 2
 MP0624  NAD 27      -  41 40 45.51100(N)    107 14 11.06200(W) AD(       ) 2
 MP0624
 MP0624.Superseded values are not recommended for survey control.
 MP0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0624.See file dsdata.txt to determine how the superseded data were derived.
 MP0624
 MP0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1380316585(NAD 83)
 MP0624_MARKER: DD = SURVEY DISK
 MP0624_SETTING: 66 = SET IN ROCK OUTCROP
 MP0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0624
 MP0624  HISTORY     - Date     Condition        Report By
 MP0624  HISTORY     - 1912     MONUMENTED       USGS
 MP0624  HISTORY     - 1948     GOOD             CGS
 MP0624
 MP0624                          STATION DESCRIPTION
 MP0624
 MP0624'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MP0624'ON HIGHEST POINT OF SHEEP MOUNTAIN ABOUT 8 MI. S. OF RAWLINS AND NEAR
 MP0624'CENTER OF SEC. 30. T.20 N., R.87 W. STATION IS ON THE SW. END OF THE
 MP0624'MOUNTAIN AND ABOUT 2 MI. E. OF THE DILLON ROAD OPPOSITE EIGHT-MI.LAKE.
 MP0624'IT IS BEST REACHED FROM RAWLINS BY TAKING THE DILLON ROAD AND
 MP0624'FOLLOWING THE RASMUSSEN TELEPHONE LINE TO A POINT NEAR EIGHT-MILE LAKE
 MP0624'THENCE E. UP SLOPE.  TEAM CAN BE DRIVEN WITHIN HALF A MILE OF STATION.
 MP0624'DESCRIBED AS USC AND GS SHEEP MTN. RM. NO.3.
 MP0624'
 MP0624'STATION MARK - BRONZE TRIANGULATION TABLET SET IN SOLID SANDSTONE ROCK
 MP0624'NOT STAMPED.
 MP0624
 MP0624                          STATION RECOVERY (1948)
 MP0624
 MP0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 MP0624'ON HIGHEST POINT OF SHEEP MOUNTAIN ABOUT 8 MI. S. OF RAWLINS AND NEAR
 MP0624'CENTER OF SEC. 30, T 20 N, R 87 W.  STATION IS ON THE SW. END OF THE
 MP0624'MOUNTAIN AND ABOUT 2 MI. E. OF THE DILLON ROAD OPPOSITE EIGHT-MILE
 MP0624'LAKE.
 MP0624'
 MP0624'IT IS BEST REACHED FROM RAWLINS BY TAKING THE DILLON ROAD AND
 MP0624'FOLLOWING THE RASMUSSEN TELEPHONE LINE TO A POINT NEAR EIGHT-MILE
 MP0624'LAKE, THENCE E. UP SLOPE.  TEAM CAN BE DRIVEN WITHIN HALF A MILE OF
 MP0624'STATION.
 MP0624'
 MP0624'STATION MARK--BRONZE TRIANGULATION TABLET SET IN SOLID SANDSTONE ROCK,
 MP0624'NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0354 ***********************************************************************
 PW0354  DESIGNATION -  SHELL
 PW0354  PID         -  PW0354
 PW0354  STATE/COUNTY-  WY/BIG HORN
 PW0354  USGS QUAD   -  SHELL (1993)
 PW0354
 PW0354                         *CURRENT SURVEY CONTROL
 PW0354  ___________________________________________________________________
 PW0354* NAD 83(1993)-  44 31 51.70407(N)    107 51 44.42527(W)     ADJUSTED  
 PW0354* NAVD 88     -      1252.787  (meters)    4110.19   (feet)  ADJUSTED  
 PW0354  ___________________________________________________________________
 PW0354  X           -  -1,397,214.009 (meters)                     COMP
 PW0354  Y           -  -4,335,599.113 (meters)                     COMP
 PW0354  Z           -   4,451,217.428 (meters)                     COMP
 PW0354  LAPLACE CORR-          16.20  (seconds)                    DEFLEC99
 PW0354  ELLIP HEIGHT-        1241.42  (meters)          (02/28/01) GPS OBS
 PW0354  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 PW0354  DYNAMIC HT  -        1252.293 (meters)    4108.56  (feet)  COMP
 PW0354  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 PW0354
 PW0354  HORZ ORDER  -  A
 PW0354  VERT ORDER  -  SECOND    CLASS 0
 PW0354  ELLP ORDER  -  SECOND    CLASS I
 PW0354
 PW0354.The horizontal coordinates were established by GPS observations
 PW0354.and adjusted by the National Geodetic Survey in February 2001..
 PW0354
 PW0354.The orthometric height was determined by differential leveling
 PW0354.and adjusted by the National Geodetic Survey in June 1991..
 PW0354
 PW0354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PW0354
 PW0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0354
 PW0354.The ellipsoidal height was determined by GPS observations
 PW0354.and is referenced to NAD 83.
 PW0354
 PW0354.The geoid height was determined by GEOID03.
 PW0354
 PW0354.The dynamic height is computed by dividing the NAVD 88
 PW0354.geopotential number by the normal gravity value computed on the
 PW0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0354.degrees latitude (g = 980.6199 gals.).
 PW0354
 PW0354.The modeled gravity was interpolated from observed gravity values.
 PW0354
 PW0354;                    North         East     Units Scale Factor Converg.
 PW0354;SPC WYEC     -   547,888.327   357,953.240   MT  0.99995923   -0 22 15.6
 PW0354;UTM  13      - 4,934,841.478   272,569.423   MT  1.00023614   -2 00 29.5
 PW0354
 PW0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0354!SPC WYEC     -   0.99980539  x   0.99995923  =   0.99976463
 PW0354!UTM  13      -   0.99980539  x   1.00023614  =   1.00004148
 PW0354
 PW0354|---------------------------------------------------------------------|
 PW0354| PID    Reference Object                     Distance      Geod. Az  |
 PW0354|                                                           dddmmss.s |
 PW0354| PW0355 SHELL RM 1                            9.184 METERS 06823     |
 PW0354| AJ1664 SHELL AZ MK 2                       APPROX. 1.2 KM 1833017.7 |
 PW0354| PW0352 SHELL AZ MK                                        2135301.2 |
 PW0354| PW0353 SHELL RM 2                            8.253 METERS 22849     |
 PW0354|---------------------------------------------------------------------|
 PW0354
 PW0354                          SUPERSEDED SURVEY CONTROL
 PW0354
 PW0354  NAD 83(1993)-  44 31 51.70237(N)    107 51 44.42728(W) AD(       ) 2
 PW0354  NAD 83(1986)-  44 31 51.69133(N)    107 51 44.42189(W) AD(       ) 2
 PW0354  NAD 27      -  44 31 51.83870(N)    107 51 42.08250(W) AD(       ) 2
 PW0354  NAVD 88 (02/28/01) 1252.79   (m)         4110.2    (f) LEVELING    3  
 PW0354  NGVD 29 (??/??/92) 1251.993  (m)         4107.58   (f) ADJ UNCH    2 0
 PW0354
 PW0354.Superseded values are not recommended for survey control.
 PW0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0354.See file dsdata.txt to determine how the superseded data were derived.
 PW0354
 PW0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK7256934841(NAD 83)
 PW0354_MARKER: DS = TRIANGULATION STATION DISK
 PW0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0354_STAMPING: SHELL 1957
 PW0354_MARK LOGO: CGS   
 PW0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0354+STABILITY: SURFACE MOTION
 PW0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0354+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1999
 PW0354
 PW0354  HISTORY     - Date     Condition        Report By
 PW0354  HISTORY     - 1957     MONUMENTED       CGS
 PW0354  HISTORY     - 1966     GOOD             CGS
 PW0354  HISTORY     - 1966     GOOD             NGS
 PW0354  HISTORY     - 1977     GOOD             NGS
 PW0354  HISTORY     - 1977     GOOD             NGS
 PW0354  HISTORY     - 19990901 GOOD             BLM
 PW0354
 PW0354                          STATION DESCRIPTION
 PW0354
 PW0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0354'STATION IS ABOUT 10-1/2 MILES EAST OF GREYBULL, 4.4 MILES WEST
 PW0354'OF SHELL, 1.4 MILE WEST OF RED GULCH, ON THE RIGHT-OF-WAY OF U.S.
 PW0354'HIGHWAY 14.
 PW0354'
 PW0354'REACHED FROM THE FIRST NATIONAL BANK IN GREYBULL BY GOING EAST
 PW0354'ON U.S. HIGHWAY 14 FOR 9.65 MILE TO A FARM HOUSE ON THE LEFT
 PW0354'AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST AND NORTH FOR
 PW0354'1.0 MILE TO THE STATION ON THE LEFT.
 PW0354'
 PW0354'STATION MARKS ARE STANDARD DISKS, STAMPED SHELL 1957.  THE
 PW0354'SURFACE MARK IS SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING
 PW0354'6 INCHES.  IT IS 67 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY,
 PW0354'27 FEET NORTHEAST OF A TELEPHONE POLE AND 216 FEET NORTHEAST
 PW0354'OF THE CENTER OF A GRAVELED ROAD LEADING NORTHWESTERLY.  A 4
 PW0354'IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET SOUTHWEST OF THE
 PW0354'MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 PW0354'CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 PW0354'
 PW0354'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHELL NO 1 1957, SET
 PW0354'IN A 12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS
 PW0354'56 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 55 FEET NORTHEAST
 PW0354'OF THE TELEPHONE POLE AND ABOUT 3 FEET BELOW THE STATION.
 PW0354'
 PW0354'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SHELL NO 2 1957,
 PW0354'SET IN A 12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 PW0354'IT IS 63 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY AND 5
 PW0354'FEET NORTHWEST OF THE TELEPHONE POLE.
 PW0354'
 PW0354'AZIMUTH MARK IS A STANDARD DISK, STAMPED SHELL 1957, SET IN A
 PW0354'12-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 32
 PW0354'FEET SOUTH OF THE CENTER OF THE HIGHWAY 8 FEET NORTH OF A
 PW0354'RIGHT-OF-WAY FENCE, 5 FEET NORTHEAST OF A TRANSFORMER POLE
 PW0354'AND 4 FEET WEST OF THE WEST EDGE OF AN IRRIGATION CANAL.  A
 PW0354'4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 PW0354
 PW0354                          STATION RECOVERY (1966)
 PW0354
 PW0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CS)
 PW0354'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH WERE RECOVERED
 PW0354'IN GOOD CONDITION.  ALL WERE LEVELED OVER IN 1966.
 PW0354'
 PW0354'TO REACH FROM THE GENERAL STORE AT SHELL, GO 4.4 MILES WEST
 PW0354'ALONG U.S. HIGHWAY 14.
 PW0354'
 PW0354'THE STATION IS A C AND GS TRIANGULATION STATION DISK STAMPED,
 PW0354'SHELL 1957.  ON A SMALL KNOLL, 0.05 MILE NORTHEAST OF THE
 PW0354'JUNCTION OF A ROAD NORTH TO WHALEY CEMETERY, 66 FEET NORTHWEST
 PW0354'OF THE CENTER LINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 PW0354'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PW0354'
 PW0354'R.M. 1 IS A C AND GS REFERENCE MARK DISK STAMPED, SHELL
 PW0354'NO 1 1957.  30.13 FEET EAST-NORTHEAST OF THE STATION, AND SET IN
 PW0354'THE TOP OF A CONCRETE POST.
 PW0354'
 PW0354'R.M. 2 IS A C AND GS REFERENCE MARK DISK STAMPED, SHELL NO 2
 PW0354'1957.  27.08 FEET SOUTHWEST OF THE STATION, AND SET IN THE TOP OF
 PW0354'A CONCRETE POST.
 PW0354'
 PW0354'AZIMUTH IS AN AZIMUTH MARK DISK STAMPED, SHELL 1957.  1.1 MILES
 PW0354'WEST ALONG U.S. HIGHWAY 14 FROM THE STATION, 33 FEET NORTH
 PW0354'OF THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST OF THE EXTENDED
 PW0354'CENTER LINE OF A DRIVEWAY NORTH TO A HOUSE, 1.2 FEET EAST OF A
 PW0354'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PW0354'0.2 FOOT ABOVE THE GROUND.
 PW0354'
 PW0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 PW0354'WEST OF SHELL.
 PW0354
 PW0354                          STATION RECOVERY (1966)
 PW0354
 PW0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PW0354'4.4 MI W FROM SHELL.
 PW0354'4.4 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT SHELL,
 PW0354'ON A SMALL KNOLL, ON THE OUTSIDE OF A CURVE, 0.05 MILE NORTHEAST OF
 PW0354'THE JUNCTION OF A GRAVELED ROAD NORTH TO WHALEY CEMETERY, 66 FEET
 PW0354'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 178 FEET EAST OF THE
 PW0354'CENTER LINE OF THE ROAD NORTH, 30.13 FEET WEST-SOUTHWEST OF R.M. 1,
 PW0354'27.08 FEET NORTHEAST OF R.M. 2, 2.7 FEET NORTH OF A WITNESS POST,
 PW0354'ABOUT 5 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 PW0354'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PW0354
 PW0354                          STATION RECOVERY (1977)
 PW0354
 PW0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PW0354'STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND AND ARE IN GOOD
 PW0354'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  A NEW AZIMUTH MARK WAS
 PW0354'ESTABLISHED AT THIS TIME.  DISTANCE AND DIRECTION TO THE REFERENCE
 PW0354'MARKS CHECKED ADEQUATELY.  U.S. HIGHWAY 14 WAS RECONSTRUCTED.  THE
 PW0354'ROAD AT STATION SITE IS NO LONGER U.S. HIGHWAY 14.  IT IS CALLED
 PW0354'BEAVER CREEK ROAD.  A NEW ROUTE TO STATION IS REQUIRED.
 PW0354'
 PW0354'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 14, 16, 20 AND
 PW0354'STATE HIGHWAY 789 IN GREYBULL.  GO EAST ON U.S. HIGHWAY 14 FOR
 PW0354'9.85 MILES TO A SURFACED ROAD AND CATTLE GUARD ON LEFT (BEAVER
 PW0354'CREEK ROAD).  TURN LEFT AND NO NORTHERLY ON ROAD FOR ABOUT 0.05
 PW0354'MILE TO THE AZIMUTH MARK ON THE RIGHT, AS DESCRIBED.  CONTINUE
 PW0354'ON BEAVER CREEK ROAD, NORTH AND EAST FOR 0.7 MILE TO THE
 PW0354'STATION ON LEFT, ON TOP OF A SMALL KNOLL, AS DESCRIBED.
 PW0354'
 PW0354'STATION IS A STANDARD STATION MARK DISK, STAMPED SHELL 1957, SET IN
 PW0354'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES.
 PW0354'MARK IS 65 FEET NORTHWEST OF THE CENTER OF BEAVER CREEK ROAD (OLD
 PW0354'HIGHWAY 14), 3.7 FEET SOUTHWEST OF A 4 INCH X 4 INCH WOOD WITNESS
 PW0354'POST AND 3.2 FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH A
 PW0354'METAL WITNESS SIGN ATTACHED.
 PW0354'
 PW0354'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED SHELL
 PW0354'NO 1 1957, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1
 PW0354'INCH.  MARK IS 56 FEET NORTHWEST OF THE ROAD.
 PW0354'
 PW0354'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED SHELL
 PW0354'NO 2 1957, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 PW0354'1 INCH.  MARK IS 67 FEET NORTHWEST OF THE ROAD.
 PW0354'
 PW0354'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED SHELL 1957
 PW0354'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 PW0354'3 INCHES.  MARK IS ABOUT 250 FEET NORTH OF U.S. HIGHWAY 14, 46 FEET
 PW0354'EAST OF THE APPROXIMATE CENTER OF BEAVER CREEK ROAD (SURFACED),
 PW0354'22.2 FEET NORTH OF THE CENTER OF A CATTLE GUARD AN AN EAST-WEST
 PW0354'TRACK ROAD, 4.0 FEET WEST OF A NORTH-SOUTH FENCELINE AND 2.0 FEET
 PW0354'NORTH OF A METAL WITNESS POST WITH A METAL WITNESS SIGN
 PW0354'ATTACHED.  A METAL ROD WAS PLACED IN THE CONCRETE MONUMENT
 PW0354'FOR A BETTER FUTURE RECOVERY OF THE MARK.
 PW0354'
 PW0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 PW0354'SHELL.
 PW0354
 PW0354                          STATION RECOVERY (1977)
 PW0354
 PW0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PW0354'RECOVERED IN GOOD CONDITION.
 PW0354
 PW0354                          STATION RECOVERY (1999)
 PW0354
 PW0354'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1999 (MDL)
 PW0354'THE STATION IS LOCATED IN BIG HORN COUNTY, WYOMING.  SECTION 31,
 PW0354'T.53N., R.53N., 6TH P.M.  THE STATION IS APPROXIMATELY 10.5 MI (16.9
 PW0354'KM) EAST OF GREYBULL, WY AND 4.5 MI (7.2 KM) WEST OF SHELL, WY.
 PW0354'OWNERSHIP--BEAVER CREEK ROAD RIGHT-OF-WAY.  TO REACH FROM THE
 PW0354'INTERSECTION OF US HIGHWAYS 14, 16, AND 20 IN GREYBULL, WY, GO EAST ON
 PW0354'US HIGHWAY 14 10.5 MI (16.9 KM) TO THE INTERSECTION WITH BEAVER CREEK
 PW0354'ROAD ON THE LEFT, TURN LEFT (NORTH) ON BEAVER CREEK ROAD 0.75 MI (1.21
 PW0354'KM) TO A EAST BEND IN THE ROAD.  THE STATION SITS ON A SMALL RISE 50
 PW0354'FEET (15.2 M) NORTH OF THE ROAD JUST PAST THE ENTRANCE TO THE WHALLEY
 PW0354'CEMETARY AND A RANCH ROAD ENTRANCE.  THE STATION IS A STANDARD DISK
 PW0354'STAMPED SHELL 1957 AND IS SET IN A 9IN BY 9IN CONCRETE POST PROJECTING
 PW0354'6 IN ABOVE GROUND.  AZIMUTH AND REFERNCE MARKS RECOVERED AS DESCRIBED
 PW0354'IN 1977.  DESCRIBED BY MIKE D.  LONDE OF THE BUREAU OF LAND
 PW0354'MANAGEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0229 ***********************************************************************
 NS0229  DESIGNATION -  SHELL
 NS0229  PID         -  NS0229
 NS0229  STATE/COUNTY-  WY/FREMONT
 NS0229  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0229
 NS0229                         *CURRENT SURVEY CONTROL
 NS0229  ___________________________________________________________________
 NS0229* NAD 83(1993)-  42 23 07.49826(N)    108 51 53.64259(W)     ADJUSTED  
 NS0229* NAVD 88     -      2335.6    (meters)    7663.     (feet)  VERTCON   
 NS0229  ___________________________________________________________________
 NS0229  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 NS0229  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 NS0229
 NS0229  HORZ ORDER  -  THIRD
 NS0229
 NS0229.The horizontal coordinates were established by classical geodetic methods
 NS0229.and adjusted by the National Geodetic Survey in January 1997..
 NS0229
 NS0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0229
 NS0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0229
 NS0229.The geoid height was determined by GEOID03.
 NS0229
 NS0229;                    North         East     Units Scale Factor Converg.
 NS0229;SPC WYWC     -   209,392.320   590,538.640   MT  0.99993860   -0 04 38.8
 NS0229;UTM  12      - 4,694,778.073   675,756.592   MT  0.99998008   +1 26 22.8
 NS0229
 NS0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0229!SPC WYWC     -   0.99963571  x   0.99993860  =   0.99957433
 NS0229!UTM  12      -   0.99963571  x   0.99998008  =   0.99961579
 NS0229
 NS0229:                Primary Azimuth Mark                     Grid Az
 NS0229:SPC WYWC     -  FISH                                     313 15 21.3
 NS0229:UTM  12      -  FISH                                     311 44 19.7
 NS0229
 NS0229|---------------------------------------------------------------------|
 NS0229| PID    Reference Object                     Distance      Geod. Az  |
 NS0229|                                                           dddmmss.s |
 NS0229| NS0233 FISH                                APPROX. 8.0 KM 3131042.5 |
 NS0229|---------------------------------------------------------------------|
 NS0229
 NS0229                          SUPERSEDED SURVEY CONTROL
 NS0229
 NS0229  NAD 83(1986)-  42 23 07.48181(N)    108 51 53.64149(W) AD(       ) 3
 NS0229  NAD 27      -  42 23 07.64306(N)    108 51 51.22896(W) AD(       ) 3
 NS0229  NGVD 29 (07/19/86) 2334.4    (m)         7659.     (f) VERT ANG       
 NS0229
 NS0229.Superseded values are not recommended for survey control.
 NS0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0229.See file dsdata.txt to determine how the superseded data were derived.
 NS0229
 NS0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM7575794778(NAD 83)
 NS0229_MARKER: DD = SURVEY DISK
 NS0229_SETTING: 66 = SET IN ROCK OUTCROP
 NS0229_SP_SET: SET IN ROCK OUTCROP
 NS0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0229+STABILITY: POSITION/ELEVATION WELL
 NS0229
 NS0229  HISTORY     - Date     Condition        Report By
 NS0229  HISTORY     - 1951     MONUMENTED       USGS
 NS0229
 NS0229                          STATION DESCRIPTION
 NS0229
 NS0229'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0229'LOCATED ABOUT 7.0 MI. -AIR- S. OF NEW SOUTH PASS, WYOMING AND ABOUT
 NS0229'2.5 MI. NE. OF BRIDGE ON U.S. HIGHWAY 28 CROSSING SWEETWATER RIVER.
 NS0229'ON A ROCKY TOP 2,000 FT. E. OF THE HIGHWAY.
 NS0229'
 NS0229'STATION MARK - A STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK OUTCROP
 NS0229'STAMPED ---WR-SHELL 1951.---
 NS0229'
 NS0229'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0463 ***********************************************************************
 PW0463  DESIGNATION -  SHELL
 PW0463  PID         -  PW0463
 PW0463  STATE/COUNTY-  WY/JOHNSON
 PW0463  USGS QUAD   -  LAKE DE SMET WEST (1977)
 PW0463
 PW0463                         *CURRENT SURVEY CONTROL
 PW0463  ___________________________________________________________________
 PW0463* NAD 83(1993)-  44 28 39.21149(N)    106 49 27.45762(W)     ADJUSTED  
 PW0463* NAVD 88     -      1551.4    (meters)    5090.     (feet)  VERTCON   
 PW0463  ___________________________________________________________________
 PW0463  LAPLACE CORR-         -25.97  (seconds)                    DEFLEC99
 PW0463  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 PW0463
 PW0463  HORZ ORDER  -  THIRD
 PW0463
 PW0463.The horizontal coordinates were established by classical geodetic methods
 PW0463.and adjusted by the National Geodetic Survey in January 1997..
 PW0463
 PW0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0463
 PW0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0463
 PW0463.The geoid height was determined by GEOID03.
 PW0463
 PW0463;                    North         East     Units Scale Factor Converg.
 PW0463;SPC WYEC     -   541,936.895   440,496.697   MT  0.99995766   +0 21 24.0
 PW0463;UTM  13      - 4,926,535.003   354,916.644   MT  0.99985886   -1 16 42.2
 PW0463
 PW0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0463!SPC WYEC     -   0.99975869  x   0.99995766  =   0.99971636
 PW0463!UTM  13      -   0.99975869  x   0.99985886  =   0.99961759
 PW0463
 PW0463:                Primary Azimuth Mark                     Grid Az
 PW0463:SPC WYEC     -  KEARNEY                                  017 00 20.7
 PW0463:UTM  13      -  KEARNEY                                  018 38 26.9
 PW0463
 PW0463|---------------------------------------------------------------------|
 PW0463| PID    Reference Object                     Distance      Geod. Az  |
 PW0463|                                                           dddmmss.s |
 PW0463| PW0474 KEARNEY                             APPROX. 8.5 KM 0172144.7 |
 PW0463|---------------------------------------------------------------------|
 PW0463
 PW0463                          SUPERSEDED SURVEY CONTROL
 PW0463
 PW0463  NAD 83(1986)-  44 28 39.19419(N)    106 49 27.43474(W) AD(       ) 3
 PW0463  NAD 27      -  44 28 39.29359(N)    106 49 25.23910(W) AD(       ) 3
 PW0463  NGVD 29 (07/19/86) 1550.6    (m)         5087.     (f) VERT ANG       
 PW0463
 PW0463.Superseded values are not recommended for survey control.
 PW0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0463.See file dsdata.txt to determine how the superseded data were derived.
 PW0463
 PW0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK5491726535(NAD 83)
 PW0463
 PW0463  HISTORY     - Date     Condition        Report By
 PW0463  HISTORY     - 1967     MONUMENTED       USGS
 PW0463  HISTORY     - 1967     GOOD             USGS
 PW0463
 PW0463                          STATION DESCRIPTION
 PW0463
 PW0463'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 PW0463'SITUATED ON GRASSY BUTTE, BETWEEN N. AND S. FORKS OF SHELL CREEK,
 PW0463'ABOUT 2.5 MI. W. OF SHERIDAN - BUFFALO STAGE ROAD, AND 1 MI. S. OF
 PW0463'BUELLS RANCH, ON N. FORK OF SHELL CREEK.
 PW0463'
 PW0463'STATION MARK--STANDARD TABLET, RIVETED ON A 4 IN. PIPE, PROJECTING
 PW0463'1 FT., STAMPED ---5062---.
 PW0463'
 PW0463'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0352 ***********************************************************************
 PW0352  DESIGNATION -  SHELL AZ MK
 PW0352  PID         -  PW0352
 PW0352  STATE/COUNTY-  WY/BIG HORN
 PW0352  USGS QUAD   -  DEVILS KITCHEN (1960)
 PW0352
 PW0352                         *CURRENT SURVEY CONTROL
 PW0352  ___________________________________________________________________
 PW0352* NAD 83(1986)-  44 31 14.     (N)    107 52 52.     (W)     SCALED    
 PW0352* NAVD 88     -      1266.187  (meters)    4154.15   (feet)  ADJUSTED  
 PW0352  ___________________________________________________________________
 PW0352  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 PW0352  DYNAMIC HT  -        1265.691 (meters)    4152.52  (feet)  COMP
 PW0352  MODELED GRAV-     980,182.3   (mgal)                       NAVD 88
 PW0352
 PW0352  VERT ORDER  -  SECOND    CLASS 0
 PW0352
 PW0352.The horizontal coordinates were scaled from a topographic map and have
 PW0352.an estimated accuracy of +/- 6 seconds.
 PW0352
 PW0352.The orthometric height was determined by differential leveling
 PW0352.and adjusted by the National Geodetic Survey in June 1991..
 PW0352
 PW0352.The geoid height was determined by GEOID03.
 PW0352
 PW0352.The dynamic height is computed by dividing the NAVD 88
 PW0352.geopotential number by the normal gravity value computed on the
 PW0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0352.degrees latitude (g = 980.6199 gals.).
 PW0352
 PW0352.The modeled gravity was interpolated from observed gravity values.
 PW0352
 PW0352;                    North         East    Units  Estimated Accuracy
 PW0352;SPC WYEC     -   546,730.      356,450.      MT  (+/- 180 meters Scaled)
 PW0352
 PW0352                          SUPERSEDED SURVEY CONTROL
 PW0352
 PW0352  NGVD 29 (??/??/92) 1265.397  (m)         4151.56   (f) ADJ UNCH    2 0
 PW0352
 PW0352.Superseded values are not recommended for survey control.
 PW0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0352.See file dsdata.txt to determine how the superseded data were derived.
 PW0352
 PW0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK710337(NAD 83)
 PW0352_MARKER: DZ = AZIMUTH MARK DISK
 PW0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0352_STAMPING: SHELL 1957
 PW0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0352+STABILITY: SURFACE MOTION
 PW0352
 PW0352  HISTORY     - Date     Condition        Report By
 PW0352  HISTORY     - 1957     MONUMENTED       CGS
 PW0352  HISTORY     - 1966     GOOD             NGS
 PW0352  HISTORY     - 1977     MARK NOT FOUND   NGS
 PW0352
 PW0352                          STATION DESCRIPTION
 PW0352
 PW0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0352'5.5 MI W FROM SHELL.
 PW0352'5.5 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT SHELL,
 PW0352'AT THE CREST OF A SMALL HILL, 33 FEET NORTH OF THE CENTER LINE OF THE
 PW0352'HIGHWAY, 28 FEET WEST OF THE EXTENDED CENTER LINE OF A DRIVEWAY NORTH
 PW0352'TO A HOUSE, 29 FEET EAST OF THE CENTER LINE OF A FIELD ROAD SOUTH, 5
 PW0352'1/2 FEET NORTH OF A POWER POLE WITH A TRANSFORMER, 8.4 FEET NORTH OF A
 PW0352'FENCE, 18 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE CONCRETE HEAD WALL
 PW0352'OF A CULVERT, 1.2 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 PW0352'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 PW0352'FOOT ABOVE THE GROUND.
 PW0352
 PW0352                          STATION RECOVERY (1977)
 PW0352
 PW0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PW0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ1664 ***********************************************************************
 AJ1664  DESIGNATION -  SHELL AZ MK 2
 AJ1664  PID         -  AJ1664
 AJ1664  STATE/COUNTY-  WY/BIG HORN
 AJ1664  USGS QUAD   -  SHELL (1993)
 AJ1664
 AJ1664                         *CURRENT SURVEY CONTROL
 AJ1664  ___________________________________________________________________
 AJ1664* NAD 83(1993)-  44 31 14.40792(N)    107 51 47.61820(W)     ADJUSTED  
 AJ1664* NAVD 88     -      1272.8    (meters)    4176.     (feet)  GPS OBS   
 AJ1664  ___________________________________________________________________
 AJ1664  X           -  -1,397,533.169 (meters)                     COMP
 AJ1664  Y           -  -4,336,359.549 (meters)                     COMP
 AJ1664  Z           -   4,450,410.516 (meters)                     COMP
 AJ1664  LAPLACE CORR-          16.22  (seconds)                    DEFLEC99
 AJ1664  ELLIP HEIGHT-        1261.39  (meters)          (02/28/01) GPS OBS
 AJ1664  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 AJ1664
 AJ1664  HORZ ORDER  -  A
 AJ1664  ELLP ORDER  -  SECOND    CLASS I
 AJ1664
 AJ1664.The horizontal coordinates were established by GPS observations
 AJ1664.and adjusted by the National Geodetic Survey in February 2001..
 AJ1664
 AJ1664.The orthometric height was determined by GPS observations and a
 AJ1664.high-resolution geoid model.
 AJ1664
 AJ1664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1664
 AJ1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1664
 AJ1664.The ellipsoidal height was determined by GPS observations
 AJ1664.and is referenced to NAD 83.
 AJ1664
 AJ1664.The geoid height was determined by GEOID03.
 AJ1664
 AJ1664;                    North         East     Units Scale Factor Converg.
 AJ1664;SPC WYEC     -   546,737.621   357,875.280   MT  0.99995931   -0 22 17.6
 AJ1664;UTM  13      - 4,933,693.151   272,458.590   MT  1.00023676   -2 00 30.4
 AJ1664
 AJ1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1664!SPC WYEC     -   0.99980226  x   0.99995931  =   0.99976158
 AJ1664!UTM  13      -   0.99980226  x   1.00023676  =   1.00003897
 AJ1664
 AJ1664:                Primary Azimuth Mark                     Grid Az
 AJ1664:SPC WYEC     -  SHELL                                    003 52 33.1
 AJ1664:UTM  13      -  SHELL                                    005 30 45.9
 AJ1664
 AJ1664|---------------------------------------------------------------------|
 AJ1664| PID    Reference Object                     Distance      Geod. Az  |
 AJ1664|                                                           dddmmss.s |
 AJ1664| PW0354 SHELL                               APPROX. 1.2 KM 0033015.5 |
 AJ1664|---------------------------------------------------------------------|
 AJ1664
 AJ1664                          SUPERSEDED SURVEY CONTROL
 AJ1664
 AJ1664.No superseded survey control is available for this station.
 AJ1664
 AJ1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK7245933693(NAD 83)
 AJ1664_MARKER: DZ = AZIMUTH MARK DISK
 AJ1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1664_STAMPING: SHELL 1957 1977
 AJ1664_MARK LOGO: CGS   
 AJ1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1664+STABILITY: SURFACE MOTION
 AJ1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1664+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1999
 AJ1664
 AJ1664  HISTORY     - Date     Condition        Report By
 AJ1664  HISTORY     - 1977     MONUMENTED       CGS
 AJ1664  HISTORY     - 19990901 GOOD             BLM
 AJ1664
 AJ1664                          STATION DESCRIPTION
 AJ1664
 AJ1664'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1999 (MDL)
 AJ1664'THE STATION IS LOCATED IN BIG HORN COUNTY, WYOMING, SECTION 31,
 AJ1664'T.53N., R.91W., 6TH P.M.  THE STATION IS APPROXIMATELY 10.5 MILES
 AJ1664'(16.9 KM) EAST OF GREYBULL, WY AND 4.4 MI (7.1 KM) WEST OF SHELL, WY.
 AJ1664'OWNERSHIP--ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 AJ1664'INTERSECTION OF US HIGHWAYS 14, 16, AND 20 IN GREYBULL, WY, TRAVEL
 AJ1664'EAST ON US HIGHWAY 14 10.5 MI (16.9 KM) TO THE INTERSECTION WITH
 AJ1664'BEAVER CREEK ROAD ON THE LEFT (NORTH) , TURN LEFT (NORTH) ON BEAVER
 AJ1664'CREEK ROAD 0.05 NI TO THE STATION ON THE RIGHT (EAST) .  THE STATION
 AJ1664'IS AN AZIMUTH MARK DISK SET ON A 9 IN DIAMETER CONCRETE POST
 AJ1664'PROJECTING 2 IN ABOVE THE GROUND.  THE CAP IS STAMPED SHELL 1957 1977.
 AJ1664'THE STATION SITS 40 FT (12.2 M) EASTOF THE CENTERLINE OF BEAVER CREEK
 AJ1664'ROAD, 4 FEET (1.2 M) WEST OF A NORTH - SOUTH FENCE LINE, AND 20 FEET
 AJ1664'(6.1 M) NORTH OF THE CENTERLINE OF A RANCH ROAD. DESCRIBED BY MIKE D.
 AJ1664'LONDE OF THE BUREAU OF LAND MANAGEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0355 ***********************************************************************
 PW0355  DESIGNATION -  SHELL RM 1
 PW0355  PID         -  PW0355
 PW0355  STATE/COUNTY-  WY/BIG HORN
 PW0355  USGS QUAD   -  SHELL (1993)
 PW0355
 PW0355                         *CURRENT SURVEY CONTROL
 PW0355  ___________________________________________________________________
 PW0355* NAD 83(1986)-  44 31 51.     (N)    107 51 44.     (W)     SCALED    
 PW0355* NAVD 88     -      1251.974  (meters)    4107.52   (feet)  ADJUSTED  
 PW0355  ___________________________________________________________________
 PW0355  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 PW0355  DYNAMIC HT  -        1251.480 (meters)    4105.90  (feet)  COMP
 PW0355  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 PW0355
 PW0355  VERT ORDER  -  SECOND    CLASS 0
 PW0355
 PW0355.The horizontal coordinates were scaled from a topographic map and have
 PW0355.an estimated accuracy of +/- 6 seconds.
 PW0355
 PW0355.The orthometric height was determined by differential leveling
 PW0355.and adjusted by the National Geodetic Survey in June 1991..
 PW0355
 PW0355.The geoid height was determined by GEOID03.
 PW0355
 PW0355.The dynamic height is computed by dividing the NAVD 88
 PW0355.geopotential number by the normal gravity value computed on the
 PW0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0355.degrees latitude (g = 980.6199 gals.).
 PW0355
 PW0355.The modeled gravity was interpolated from observed gravity values.
 PW0355
 PW0355;                    North         East    Units  Estimated Accuracy
 PW0355;SPC WYEC     -   547,870.      357,960.      MT  (+/- 180 meters Scaled)
 PW0355
 PW0355                          SUPERSEDED SURVEY CONTROL
 PW0355
 PW0355  NGVD 29 (??/??/92) 1251.179  (m)         4104.91   (f) ADJ UNCH    2 0
 PW0355
 PW0355.Superseded values are not recommended for survey control.
 PW0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0355.See file dsdata.txt to determine how the superseded data were derived.
 PW0355
 PW0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK725348(NAD 83)
 PW0355_MARKER: DR = REFERENCE MARK DISK
 PW0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0355_STAMPING: SHELL NO 1 1957
 PW0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0355+STABILITY: SURFACE MOTION
 PW0355
 PW0355  HISTORY     - Date     Condition        Report By
 PW0355  HISTORY     - 1957     MONUMENTED       CGS
 PW0355  HISTORY     - 1966     GOOD             NGS
 PW0355  HISTORY     - 1977     GOOD             NGS
 PW0355
 PW0355                          STATION DESCRIPTION
 PW0355
 PW0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0355'4.4 MI W FROM SHELL.
 PW0355'4.4 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT SHELL,
 PW0355'ON A SMALL KNOLL, 0.05 MILE NORTHEAST OF THE JUNCTION OF A GRAVELED
 PW0355'ROAD NORTH TO WHALEY CEMETERY, 54 1/2 FEET NORTHEAST OF THE CENTER
 PW0355'LINE OF THE HIGHWAY, 30.13 FEET EAST-NORTHEAST OF THE STATION, 32.8
 PW0355'FEET EAST-NORTHEAST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE
 PW0355'STATION, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 PW0355'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PW0355
 PW0355                          STATION RECOVERY (1977)
 PW0355
 PW0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PW0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0353 ***********************************************************************
 PW0353  DESIGNATION -  SHELL RM 2
 PW0353  PID         -  PW0353
 PW0353  STATE/COUNTY-  WY/BIG HORN
 PW0353  USGS QUAD   -  SHELL (1993)
 PW0353
 PW0353                         *CURRENT SURVEY CONTROL
 PW0353  ___________________________________________________________________
 PW0353* NAD 83(1986)-  44 31 51.     (N)    107 51 44.     (W)     SCALED    
 PW0353* NAVD 88     -      1252.356  (meters)    4108.77   (feet)  ADJUSTED  
 PW0353  ___________________________________________________________________
 PW0353  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 PW0353  DYNAMIC HT  -        1251.863 (meters)    4107.15  (feet)  COMP
 PW0353  MODELED GRAV-     980,180.2   (mgal)                       NAVD 88
 PW0353
 PW0353  VERT ORDER  -  SECOND    CLASS 0
 PW0353
 PW0353.The horizontal coordinates were scaled from a topographic map and have
 PW0353.an estimated accuracy of +/- 6 seconds.
 PW0353
 PW0353.The orthometric height was determined by differential leveling
 PW0353.and adjusted by the National Geodetic Survey in June 1991..
 PW0353
 PW0353.The geoid height was determined by GEOID03.
 PW0353
 PW0353.The dynamic height is computed by dividing the NAVD 88
 PW0353.geopotential number by the normal gravity value computed on the
 PW0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0353.degrees latitude (g = 980.6199 gals.).
 PW0353
 PW0353.The modeled gravity was interpolated from observed gravity values.
 PW0353
 PW0353;                    North         East    Units  Estimated Accuracy
 PW0353;SPC WYEC     -   547,870.      357,960.      MT  (+/- 180 meters Scaled)
 PW0353
 PW0353                          SUPERSEDED SURVEY CONTROL
 PW0353
 PW0353  NGVD 29 (??/??/92) 1251.562  (m)         4106.17   (f) ADJ UNCH    2 0
 PW0353
 PW0353.Superseded values are not recommended for survey control.
 PW0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0353.See file dsdata.txt to determine how the superseded data were derived.
 PW0353
 PW0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK725348(NAD 83)
 PW0353_MARKER: DR = REFERENCE MARK DISK
 PW0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0353_STAMPING: SHELL NO 2 1957
 PW0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0353+STABILITY: SURFACE MOTION
 PW0353
 PW0353  HISTORY     - Date     Condition        Report By
 PW0353  HISTORY     - 1957     MONUMENTED       CGS
 PW0353  HISTORY     - 1966     GOOD             NGS
 PW0353  HISTORY     - 1977     GOOD             NGS
 PW0353
 PW0353                          STATION DESCRIPTION
 PW0353
 PW0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0353'4.4 MI W FROM SHELL.
 PW0353'4.4 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT SHELL,
 PW0353'ON A SMALL KNOLL, 0.05 MILE NORTHEAST OF THE JUNCTION OF A GRAVELED
 PW0353'ROAD NORTH TO WHALEY CEMETERY, 67 FEET NORTHWEST OF THE CENTER LINE OF
 PW0353'THE HIGHWAY, 27.08 FEET SOUTHWEST OF THE STATION, 24.4 FEET SOUTHWEST
 PW0353'OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 PW0353'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 PW0353
 PW0353                          STATION RECOVERY (1977)
 PW0353
 PW0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PW0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0439 ***********************************************************************
 OV0439  DESIGNATION -  SHEPHERD
 OV0439  PID         -  OV0439
 OV0439  STATE/COUNTY-  WY/NATRONA
 OV0439  USGS QUAD   -  REYNOLDS RESERVOIR (1968)
 OV0439
 OV0439                         *CURRENT SURVEY CONTROL
 OV0439  ___________________________________________________________________
 OV0439* NAD 83(1993)-  43 10 27.05610(N)    106 39 36.15972(W)     ADJUSTED  
 OV0439* NAVD 88     -      1830.     (meters)    6004.     (feet)  SCALED    
 OV0439  ___________________________________________________________________
 OV0439  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 OV0439  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 OV0439
 OV0439  HORZ ORDER  -  THIRD
 OV0439
 OV0439.The horizontal coordinates were established by classical geodetic methods
 OV0439.and adjusted by the National Geodetic Survey in January 1997..
 OV0439
 OV0439.The orthometric height was scaled from a topographic map.
 OV0439
 OV0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0439
 OV0439.The geoid height was determined by GEOID03.
 OV0439
 OV0439;                    North         East     Units Scale Factor Converg.
 OV0439;SPC WYEC     -   397,223.324   454,741.961   MT  0.99997435   +0 27 38.5
 OV0439;UTM  13      - 4,781,495.316   365,074.118   MT  0.99982395   -1 08 09.6
 OV0439
 OV0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0439!SPC WYEC     -   0.99971517  x   0.99997435  =   0.99968953
 OV0439!UTM  13      -   0.99971517  x   0.99982395  =   0.99953917
 OV0439
 OV0439:                Primary Azimuth Mark                     Grid Az
 OV0439:SPC WYEC     -  EASY                                     248 56 16.5
 OV0439:UTM  13      -  EASY                                     250 32 04.6
 OV0439
 OV0439|---------------------------------------------------------------------|
 OV0439| PID    Reference Object                     Distance      Geod. Az  |
 OV0439|                                                           dddmmss.s |
 OV0439| OV0430 EASY                                APPROX. 7.6 KM 2492355.0 |
 OV0439|---------------------------------------------------------------------|
 OV0439
 OV0439                          SUPERSEDED SURVEY CONTROL
 OV0439
 OV0439  NAD 83(1986)-  43 10 27.03817(N)    106 39 36.13843(W) AD(       ) 3
 OV0439
 OV0439.Superseded values are not recommended for survey control.
 OV0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0439.See file dsdata.txt to determine how the superseded data were derived.
 OV0439
 OV0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6507481495(NAD 83)
 OV0439_MARKER: DD = SURVEY DISK
 OV0439_SETTING: 66 = SET IN ROCK OUTCROP
 OV0439_SP_SET: SET IN ROCK OUTCROP
 OV0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0439+STABILITY: POSITION/ELEVATION WELL
 OV0439
 OV0439  HISTORY     - Date     Condition        Report By
 OV0439  HISTORY     - 1903     MONUMENTED       USGS
 OV0439  HISTORY     - 1968     MARK NOT FOUND   USGS
 OV0439
 OV0439                          STATION DESCRIPTION
 OV0439
 OV0439'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0439'SITUATED ON A HIGH KNOB ON A DIVIDE BETWEEN THE WATERS OF CASPER
 OV0439'CREEK AND THE S. FORK OF POWDER RIVER, 4 MI. W. OF ROAD FROM CASPER
 OV0439'TO BUFFALO AND 5 MI. NW. OF HEMINGWAYS ROAD RANCH.
 OV0439'
 OV0439'NOT FOUND WITH FOLLOWING REMARKS--FOUND ROCK CAIRN
 OV0439'REFERENCE MARK BUT COULD NOT FIND STATION.  GROUND WAS FROZEN SO
 OV0439'COULD NOT DIG FOR STATION.
 OV0439'
 OV0439'STATION MARK--A BRONZE TRIANGULATION TABLET, CEMENTED IN SOLID ROCK.
 OV0439'
 OV0439'REFERENCE MARK--A CAIRN 6 FT. HIGH.  FROM STATION MARK,
 OV0439'N 85 DEG 55 MIN E.  DISTANCE 4.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0138 ***********************************************************************
 PW0138  CBN         -  This is a Cooperative Base Network Control Station.
 PW0138  DESIGNATION -  SHERIDAN
 PW0138  PID         -  PW0138
 PW0138  STATE/COUNTY-  WY/SHERIDAN
 PW0138  USGS QUAD   -  SHERIDAN (1977)
 PW0138
 PW0138                         *CURRENT SURVEY CONTROL
 PW0138  ___________________________________________________________________
 PW0138* NAD 83(1993)-  44 48 08.25388(N)    106 56 30.30639(W)     ADJUSTED  
 PW0138* NAVD 88     -      1186.526  (meters)    3892.79   (feet)  ADJUSTED  
 PW0138  ___________________________________________________________________
 PW0138  X           -  -1,321,184.990 (meters)                     COMP
 PW0138  Y           -  -4,337,166.592 (meters)                     COMP
 PW0138  Z           -   4,472,612.420 (meters)                     COMP
 PW0138  LAPLACE CORR-         -11.30  (seconds)                    DEFLEC99
 PW0138  ELLIP HEIGHT-        1173.26  (meters)          (09/07/01) GPS OBS
 PW0138  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 PW0138  DYNAMIC HT  -        1186.109 (meters)    3891.43  (feet)  COMP
 PW0138  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 PW0138
 PW0138  HORZ ORDER  -  B
 PW0138  VERT ORDER  -  FIRST     CLASS II
 PW0138  ELLP ORDER  -  FOURTH    CLASS I
 PW0138
 PW0138.The horizontal coordinates were established by GPS observations
 PW0138.and adjusted by the National Geodetic Survey in October 1994..
 PW0138
 PW0138.The orthometric height was determined by differential leveling
 PW0138.and adjusted by the National Geodetic Survey in June 1991..
 PW0138
 PW0138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PW0138
 PW0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0138
 PW0138.The ellipsoidal height was determined by GPS observations
 PW0138.and is referenced to NAD 83.
 PW0138
 PW0138.The geoid height was determined by GEOID03.
 PW0138
 PW0138.The dynamic height is computed by dividing the NAVD 88
 PW0138.geopotential number by the normal gravity value computed on the
 PW0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0138.degrees latitude (g = 980.6199 gals.).
 PW0138
 PW0138.The modeled gravity was interpolated from observed gravity values.
 PW0138
 PW0138;                    North         East     Units Scale Factor Converg.
 PW0138;SPC WYEC     -   577,969.177   430,979.028   MT  0.99994930   +0 16 33.4
 PW0138;UTM  13      - 4,962,822.013   346,434.617   MT  0.99988999   -1 22 06.8
 PW0138
 PW0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0138!SPC WYEC     -   0.99981608  x   0.99994930  =   0.99976539
 PW0138!UTM  13      -   0.99981608  x   0.99988999  =   0.99970609
 PW0138
 PW0138:                Primary Azimuth Mark                     Grid Az
 PW0138:SPC WYEC     -  SHERIDAN AZ MK                           113 42 36.6
 PW0138:UTM  13      -  SHERIDAN AZ MK                           115 21 16.8
 PW0138
 PW0138|---------------------------------------------------------------------|
 PW0138| PID    Reference Object                     Distance      Geod. Az  |
 PW0138|                                                           dddmmss.s |
 PW0138| CS9041 SHERIDAN AZ MK                                     1135910.0 |
 PW0138| PW0139 SHERIDAN RM 1                        12.825 METERS 12448     |
 PW0138| PW0485 SHERIDAN HOLLY REFINING STACK       APPROX. 2.2 KM 1785045.9 |
 PW0138| PW0484 SHERIDAN FLOURING MILLS STACK       APPROX. 3.1 KM 1795018.8 |
 PW0138| PW0487 RNG SHERIDAN RADIO SHR              APPROX. 5.5 KM 1824906.5 |
 PW0138| PW0490 SHERIDAN WYO GIRLS SCHOOL TANK      APPROX. 5.0 KM 2062949.9 |
 PW0138| PW0137 SHERIDAN RM 2                         9.032 METERS 23057     |
 PW0138| PW0488 SHERIDAN RADIO STA KWYO MAST        APPROX. 2.1 KM 3000256.0 |
 PW0138| PW0483 SHERIDAN MUNICIPAL STANDPIPE         33.403 METERS 30723     |
 PW0138|---------------------------------------------------------------------|
 PW0138
 PW0138                          SUPERSEDED SURVEY CONTROL
 PW0138
 PW0138  ELLIP H (10/19/94) 1173.30   (m)                       GP(       ) 4 1
 PW0138  NAD 83(1986)-  44 48 08.23810(N)    106 56 30.28361(W) AD(       ) 1
 PW0138  NAD 27      -  44 48 08.33890(N)    106 56 28.03890(W) AD(       ) 1
 PW0138  NAVD 88 (10/19/94) 1186.53   (m)         3892.8    (f) LEVELING    3  
 PW0138  NGVD 29 (??/??/92) 1185.815  (m)         3890.46   (f) ADJ UNCH    1 2
 PW0138
 PW0138.Superseded values are not recommended for survey control.
 PW0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0138.See file dsdata.txt to determine how the superseded data were derived.
 PW0138
 PW0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4643562822(NAD 83)
 PW0138_MARKER: DS = TRIANGULATION STATION DISK
 PW0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0138_STAMPING: SHERIDAN 1957
 PW0138_MARK LOGO: CGS   
 PW0138_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0138+STABILITY: SURFACE MOTION
 PW0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0138+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 PW0138
 PW0138  HISTORY     - Date     Condition        Report By
 PW0138  HISTORY     - 19570101 MONUMENTED       CGS
 PW0138  HISTORY     - 1957     GOOD             CGS
 PW0138  HISTORY     - 1964     GOOD             CGS
 PW0138  HISTORY     - 19930629 GOOD             NGS
 PW0138  HISTORY     - 20010710 GOOD             NGS
 PW0138
 PW0138                          STATION DESCRIPTION
 PW0138
 PW0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0138'STATION IS ON A LOW HILL, IN THE NORTHEAST EDGE OF SHERIDAN,
 PW0138'ON CITY PROPERTY, ABOUT 3/4 MILE NORTHEAST OF THE CENTER OF
 PW0138'SHERIDAN.
 PW0138'
 PW0138'REACHED FROM THE CITY HALL IN SHERIDAN BY GOING EAST ON GRANNELL
 PW0138'AVENUE FOR 0.3 MILE TO A T-INTERSECTION AT THE SOUTH END OF A
 PW0138'BRIDGE, BEAR LEFT AND GO NORTH (CROSSING THE BRIDGE AND PASSING
 PW0138'UNDER A RAILROAD TRUSSEL) FOR 0.1 MILE TO A ROAD RIGHT, BEAR
 PW0138'RIGHT ON THE ROAD RIGHT AND GO 0.1 MILE TO A GATE ON THE
 PW0138'LEFT, (CONTINUE EAST FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 PW0138'RIGHT) BEAR LEFT, PASS THROUGH THE GATE AND FOLLOW A TRACK
 PW0138'ROAD NORTHEAST FOR 0.5 MILE TO THE TOP OF THE HILL, SHERIDAN
 PW0138'MUNICIPAL STANDPIPE AND THE STATION.
 PW0138'
 PW0138'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF 12 INCH SQUARE,
 PW0138'CONCRETE POSTS.
 PW0138'
 PW0138'STATION MARKS ARE STAMPED SHERIDAN 1957.  THE SURFACE MARK
 PW0138'PROJECTS 8 INCHES AND IS 149 FEET WEST OF A PROPERTY LINE
 PW0138'FENCE AND 109.64 FEET SOUTHEAST OF THE SHERIDAN MUNICIPAL
 PW0138'STANDPIPE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET
 PW0138'EAST OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 PW0138'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 PW0138'
 PW0138'REFERENCE MARK 1 IS STAMPED SHERIDAN NO 1 1957 PROJECTING
 PW0138'6 INCHES.  IT IS 136 FEET SOUTHEAST OF THE FOUNDATION OF THE
 PW0138'STANDPIPE AND 151 FEET SOUTHWEST OF THE PROPERTY LINE FENCE.
 PW0138'
 PW0138'REFERENCE MARK 2 IS STAMPED SHERIDAN NO 2 1957 PROJECTING 4
 PW0138'INCHES.  IT IS 90 FEET SOUTH-SOUTHWEST OF THE FOUNDATION OF
 PW0138'THE STANDPIPE AND 178 FEET SOUTHWEST OF THE PROPERTY LINE FENCE.
 PW0138'
 PW0138'AZIMUTH MARK IS STAMPED SHERIDAN 1957 PROJECTING 4 INCHES.  IT
 PW0138'IS 26 FEET SOUTH OF A ROAD, 55 FEET SOUTH OF A RIGHT-OF-WAY
 PW0138'FENCE AND 150 FEET WEST OF THE TOP OF A GRADE.  A 4 IN X 4 IN
 PW0138'WHITE WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 PW0138
 PW0138                          STATION RECOVERY (1957)
 PW0138
 PW0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 PW0138'0.75 MI NE FROM SHERIDAN.
 PW0138'0.3 MILE EAST ALONG GRANNELL AVENUE FROM THE CITY HALL IN SHERIDAN,
 PW0138'THENCE 0.1 MILE NORTH, THENCE 0.1 MILE EAST, THENCE 0.5 MILE NORTHEAST
 PW0138'THROUGH A GATE AND ALONG A TRACK ROAD TO THE TOP OF THE HILL, AT THE
 PW0138'SHERIDAN MUNICIPAL STANDPIPE, 109 1/2 FEET SOUTHEAST OF THE STANDPIPE,
 PW0138'149 FEET WEST OF A PROPERTY LINE FENCE, 3 FEET WEST OF A WHITE WOODEN
 PW0138'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 PW0138
 PW0138                          STATION RECOVERY (1964)
 PW0138
 PW0138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAC)
 PW0138'STATION WAS RECOVERED IN GOOD CONDITION ALONG WITH REFERENCE
 PW0138'MARKS.  THE DESCRIPTION IS ADEQUATE.
 PW0138
 PW0138                          STATION RECOVERY (1993)
 PW0138
 PW0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 PW0138'NOTE--LAST MILEAGE IS A PACK WHEN WET.   STATION HAS A 33 DEGREE HIGH
 PW0138'HORIZON BLOCK TO THE WEST-NORTHWEST (STANDPIPE). STATION MARK AND
 PW0138'REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK 2
 PW0138'WAS RECOVERED WITH A SLIGHT TILT DOWNHILL.  NO DATA AVAILABLE ON
 PW0138'POSSIBLE AZIMUTH MARK. STATION IS LOCATED ON THE EAST SIDE OF
 PW0138'SHERIDAN, BETWEEN TOWN AND INTERSTATE HIGHWAY 25, ON A LOW
 PW0138'NORTHWEST-SOUTHEAST RIDGE, ON THE SOUTHEAST SIDE OF A STANDPIPE, IN
 PW0138'NORTH CENTRAL SECTION 26, T 56 N, R 84 W.  OWNERSHIP--STELLA BARKER,
 PW0138'915 CROE LANE, SHERIDAN, WY.  PHONE IS 307-672-2827.  OWNER LIVES AT
 PW0138'STATION. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 PW0138'HIGHWAY 90 AND STATE HIGHWAY 336 (EXIT 23) AT SHERIDAN, GO WEST ON
 PW0138'HIGHWAY 336 (5TH STREET) 0.97 KM (0.60 MI) TO INTERSECTION OF SHERIDAN
 PW0138'AVENUE. TURN LEFT, SOUTH, ON SHERIDAN STREET AND GO 0.8 KM (0.50 MI)
 PW0138'TO THE INTERSECTION OF KROE LANE.  TURN LEFT, EAST, AND GO 0.8 KM
 PW0138'(0.50 MI) ON KROE LANE TO A GRADED ROAD ON THE LEFT.  TURN LEFT,
 PW0138'UPGRADE, NORTH, FOR 0.25 KM (0.15 MI) TO A ROAD RIGHT LEADING TO A
 PW0138'HOUSE. KEEP LEFT, WEST, ON ROAD FOR 0.06 KM (0.05 MI) TO A TRACK ROAD
 PW0138'RIGHT LEADING TO A GARAGE.  BEAR RIGHT, NORTH, ON TRACK ROAD FOR 0.07
 PW0138'KM (0.05 MI) TO A FORK AT THE GARAGE (END OF TRUCK TRAVEL WHEN WET).
 PW0138'KEEP RIGHT, NORTHWESTERLY, ON TRACK ROAD ALONG RIDGE FOR 0.10 KM (0.05
 PW0138'MI) TO THE STATION ON THE RIGHT IN THICK SWEET CLOVER. STATION MARK IS
 PW0138'SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST PROJECTING 15 CM ABOVE
 PW0138'GROUND.  IT IS 2.5 M (8.2 FT) NORTHEAST OF THE ROAD CENTER, 0.7 M (2.3
 PW0138'FT) NORTH OF A FIBERGLASS WITNESS POST, 29.2 M (95.8 FT)
 PW0138'EAST-SOUTHEAST OF THE SIDE OF THE STANDPIPE, AND 36.9 M (121.1 FT)
 PW0138'WEST-SOUTHWEST OF A FENCE CORNER. DESCRIBED BY G.R.HEID
 PW0138
 PW0138                          STATION RECOVERY (2001)
 PW0138
 PW0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 PW0138'RECOVERED AS DESCRIBED.
 PW0138'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1238 ***********************************************************************
 PY1238  DESIGNATION -  SHERIDAN
 PY1238  PID         -  PY1238
 PY1238  STATE/COUNTY-  WY/TETON
 PY1238  USGS QUAD   -  MOUNT SHERIDAN (1986)
 PY1238
 PY1238                         *CURRENT SURVEY CONTROL
 PY1238  ___________________________________________________________________
 PY1238* NAD 83(1993)-  44 15 58.39872(N)    110 31 45.44190(W)     ADJUSTED  
 PY1238* NAVD 88     -      3143.4    (meters)   10313.     (feet)  VERTCON   
 PY1238  ___________________________________________________________________
 PY1238  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 PY1238  GEOID HEIGHT-          -8.38  (meters)                     GEOID03
 PY1238
 PY1238  HORZ ORDER  -  FIRST
 PY1238
 PY1238.The horizontal coordinates were established by classical geodetic methods
 PY1238.and adjusted by the National Geodetic Survey in January 1997..
 PY1238
 PY1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1238
 PY1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1238
 PY1238.The geoid height was determined by GEOID03.
 PY1238
 PY1238;                    North         East     Units Scale Factor Converg.
 PY1238;SPC WY W     -   518,425.392   764,394.100   MT  0.99995309   -0 18 40.6
 PY1238;UTM  12      - 4,901,549.928   537,569.658   MT  0.99961736   +0 19 42.8
 PY1238
 PY1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1238!SPC WY W     -   0.99950867  x   0.99995309  =   0.99946178
 PY1238!UTM  12      -   0.99950867  x   0.99961736  =   0.99912622
 PY1238
 PY1238|---------------------------------------------------------------------|
 PY1238| PID    Reference Object                     Distance      Geod. Az  |
 PY1238|                                                           dddmmss.s |
 PY1238| CS9039 SHERIDAN RM 1                         5.573 METERS 12600     |
 PY1238| PY1239 MT SHERIDAN LOOKOUT HOUSE             7.658 METERS 15137     |
 PY1238| PY1242 HUCKLEBERRY MTN LOOKOUT HOUSE       APPROX.21.1 KM 1950254.2 |
 PY1238| OX0835 GRAND TETON                         APPROX.62.3 KM 2004109.8 |
 PY1238| OX0853 MT MORAN                            APPROX.51.8 KM 2023300.9 |
 PY1238| CS9040 SHERIDAN RM 2                         7.008 METERS 21810     |
 PY1238| CS9038 SHERIDAN AZ MK                                     3475730.5 |
 PY1238|---------------------------------------------------------------------|
 PY1238
 PY1238                          SUPERSEDED SURVEY CONTROL
 PY1238
 PY1238  NAD 83(1993)-  44 15 58.39350(N)    110 31 45.44079(W) AD(       ) 1
 PY1238  NAD 83(1986)-  44 15 58.39006(N)    110 31 45.42940(W) AD(       ) 1
 PY1238  NAD 27      -  44 15 58.60400(N)    110 31 42.69200(W) AD(       ) 1
 PY1238  NGVD 29 (07/19/86) 3142.0    (m)        10308.     (f) VERT ANG       
 PY1238
 PY1238.Superseded values are not recommended for survey control.
 PY1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1238.See file dsdata.txt to determine how the superseded data were derived.
 PY1238
 PY1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ3757001550(NAD 83)
 PY1238_MARKER: DS = TRIANGULATION STATION DISK
 PY1238_SETTING: 66 = SET IN ROCK OUTCROP
 PY1238
 PY1238  HISTORY     - Date     Condition        Report By
 PY1238  HISTORY     - 1950     MONUMENTED       CGS
 PY1238  HISTORY     - 1955     SEE DESCRIPTION  USGS
 PY1238
 PY1238                          STATION DESCRIPTION
 PY1238
 PY1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PY1238'THE STATION IS LOCATED AT THE SUMMIT OF MOUNT SHERIDAN, WHICH IS
 PY1238'LOCATED ABOUT 12 MILES SOUTH-SOUTHEAST OF THUMB AND 2 MILES
 PY1238'SOUTHWEST OF THE HEART RANGER STATION ON HEART LAKE.  THE
 PY1238'STATION MARK IS A STANDARD DISK SET IN A BOULDER FLUSH WITH
 PY1238'THE GROUND AND STAMPED SHERIDAN 1950.
 PY1238'
 PY1238'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE
 PY1238'NORTH CORNER OF THE LOOKOUT HOUSE FOUNDATION, AND STAMPED
 PY1238'SHERIDAN NO 1 1950.
 PY1238'
 PY1238'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A BOULDER,
 PY1238'PROJECTS 18 INCHES, AND STAMPED SHERIDAN NO 2 1950.
 PY1238'
 PY1238'THE AZIMUTH MARK IS APPROXIMATELY 0.2 MILE NORTH-NORTHWEST
 PY1238'OF THE STATION IN A CLEARING AT A LOWER ELEVATION THAN MOUNT
 PY1238'SHERIDAN.  THE MARK IS 30 FEET WEST OF A TRIANGLE-BLAZED 24-INCH
 PY1238'PINE TREE AND 15 FEET EAST OF THE HORSE TRAIL LEADING TO THE
 PY1238'SHERIDAN LOOKOUT HOUSE.
 PY1238'
 PY1238'STATION IS ABOUT A 4-HOUR BACK PACK BUT THERE IS A GOOD HORSE
 PY1238'TRAIL LEADING TO THE LOOKOUT HOUSE AND STATION.
 PY1238
 PY1238                          STATION RECOVERY (1955)
 PY1238
 PY1238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PY1238'RECOVERED.
 PY1238'
 PY1238'STATION MARK--STANDARD USC AND GS DISK, SET IN A BOULDER FLUSH WITH
 PY1238'GROUND, STAMPED ---SHERIDAN 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0132 ***********************************************************************
 PW0132  DESIGNATION -  SHERIDAN AIRPORT
 PW0132  PID         -  PW0132
 PW0132  STATE/COUNTY-  WY/SHERIDAN
 PW0132  USGS QUAD   -  SHERIDAN (1977)
 PW0132
 PW0132                         *CURRENT SURVEY CONTROL
 PW0132  ___________________________________________________________________
 PW0132* NAD 83(1993)-  44 46 21.66177(N)    106 58 05.74038(W)     ADJUSTED  
 PW0132* NAVD 88     -      1201.409  (meters)    3941.62   (feet)  ADJUSTED  
 PW0132  ___________________________________________________________________
 PW0132  X           -  -1,323,871.302 (meters)                     COMP
 PW0132  Y           -  -4,338,782.607 (meters)                     COMP
 PW0132  Z           -   4,470,287.383 (meters)                     COMP
 PW0132  LAPLACE CORR-         -13.23  (seconds)                    DEFLEC99
 PW0132  ELLIP HEIGHT-        1188.38  (meters)          (04/15/02) GPS OBS
 PW0132  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 PW0132  DYNAMIC HT  -        1200.971 (meters)    3940.19  (feet)  COMP
 PW0132  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 PW0132
 PW0132  HORZ ORDER  -  B
 PW0132  VERT ORDER  -  FIRST     CLASS II
 PW0132  ELLP ORDER  -  SECOND    CLASS I
 PW0132
 PW0132.This mark is at Sheridan County Airport (SHR)
 PW0132
 PW0132.The horizontal coordinates were established by GPS observations
 PW0132.and adjusted by the National Geodetic Survey in April 2002..
 PW0132
 PW0132.The orthometric height was determined by differential leveling
 PW0132.and adjusted by the National Geodetic Survey in June 1991..
 PW0132
 PW0132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PW0132
 PW0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0132
 PW0132.The ellipsoidal height was determined by GPS observations
 PW0132.and is referenced to NAD 83.
 PW0132
 PW0132.The geoid height was determined by GEOID03.
 PW0132
 PW0132.The dynamic height is computed by dividing the NAVD 88
 PW0132.geopotential number by the normal gravity value computed on the
 PW0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0132.degrees latitude (g = 980.6199 gals.).
 PW0132
 PW0132.The modeled gravity was interpolated from observed gravity values.
 PW0132
 PW0132;                    North         East     Units Scale Factor Converg.
 PW0132;SPC WYEC     -   574,669.254   428,896.566   MT  0.99994776   +0 15 25.6
 PW0132;UTM  13      - 4,959,583.372   344,258.455   MT  0.99989827   -1 23 11.5
 PW0132
 PW0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0132!SPC WYEC     -   0.99981371  x   0.99994776  =   0.99976148
 PW0132!UTM  13      -   0.99981371  x   0.99989827  =   0.99971200
 PW0132
 PW0132|---------------------------------------------------------------------|
 PW0132| PID    Reference Object                     Distance      Geod. Az  |
 PW0132|                                                           dddmmss.s |
 PW0132| PW0131 SHERIDAN AIRPORT RM 1                 9.518 METERS 04300     |
 PW0132| PW0485 SHERIDAN HOLLY REFINING STACK       APPROX. 2.4 KM 0630755.4 |
 PW0132| PW0487 RNG SHERIDAN RADIO SHR              APPROX. 2.9 KM 1405421.5 |
 PW0132| CS9042 SHERIDAN AIRPORT AZ MK                             1533144.2 |
 PW0132| PW0490 SHERIDAN WYO GIRLS SCHOOL TANK      APPROX. 1.2 KM 1854848.0 |
 PW0132| PW0489 SHR MUN AIRPORT BEACON               70.493 METERS 29710     |
 PW0132| PW0133 SHERIDAN AIRPORT RM 2                10.012 METERS 30608     |
 PW0132|---------------------------------------------------------------------|
 PW0132
 PW0132                          SUPERSEDED SURVEY CONTROL
 PW0132
 PW0132  NAD 83(1993)-  44 46 21.66047(N)    106 58 05.74101(W) AD(       ) 1
 PW0132  NAD 83(1986)-  44 46 21.64494(N)    106 58 05.71843(W) AD(       ) 1
 PW0132  NAD 27      -  44 46 21.74650(N)    106 58 03.47280(W) AD(       ) 1
 PW0132  NAVD 88 (04/15/02) 1201.41   (m)         3941.6    (f) LEVELING    3  
 PW0132  NGVD 29 (??/??/92) 1200.684  (m)         3939.24   (f) ADJ UNCH    1 2
 PW0132
 PW0132.Superseded values are not recommended for survey control.
 PW0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0132.See file dsdata.txt to determine how the superseded data were derived.
 PW0132
 PW0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4425859583(NAD 83)
 PW0132_MARKER: DS = TRIANGULATION STATION DISK
 PW0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0132_SP_SET: CONCRETE POST
 PW0132_STAMPING: SHERIDAN AIRPORT 1957
 PW0132_MARK LOGO: CGS   
 PW0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0132+STABILITY: SURFACE MOTION
 PW0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0132+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 PW0132
 PW0132  HISTORY     - Date     Condition        Report By
 PW0132  HISTORY     - 19570101 MONUMENTED       CGS
 PW0132  HISTORY     - 1957     GOOD             CGS
 PW0132  HISTORY     - 1964     GOOD             CGS
 PW0132  HISTORY     - 1967     GOOD             CGS
 PW0132  HISTORY     - 1970     GOOD             NGS
 PW0132  HISTORY     - 1970     GOOD             NGS
 PW0132  HISTORY     - 1974     GOOD             NGS
 PW0132  HISTORY     - 19920817 GOOD             NGS
 PW0132  HISTORY     - 20010710 GOOD             NGS
 PW0132
 PW0132                          STATION DESCRIPTION
 PW0132
 PW0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0132'STATION IS LOCATED AT THE SHERIDAN MUNICIPAL AIRPORT ABOUT 1-1/2
 PW0132'MILES SOUTH AND 1/2 MILE WEST OF THE CENTER OF SHERIDAN.  THE
 PW0132'AIRPORT IS MANAGED BY MR. RAY BANTLE.
 PW0132'
 PW0132'TO REACH FROM THE FIRST NATIONAL BANK IN SHERIDAN, GO SOUTH ON
 PW0132'MAIN STREET FOR 0.35 MILE TO WEST COLLEGE AVENUE.  TURN RIGHT,
 PW0132'WEST, AND GO 0.1 MILE TO BIG HORN STREET.  TURN LEFT, SOUTH,
 PW0132'AND GO 1.05 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, WEST,
 PW0132'AND FOLLOW SURFACED ROAD FOR 0.35 MILE TO A FORK WHERE MAIN
 PW0132'TRAVELED ROAD TURNS LEFT.  TAKE LEFT FORK, SOUTH, AND GO 0.45
 PW0132'MILE TO POINT WHERE MAIN TRAVELED ROAD TURNS RIGHT AND GRAVEL
 PW0132'SIDE ROAD LEADS STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD,
 PW0132'SOUTH, AND FOLLOW GRAVEL ROAD FOR 0.1 MILE TO STATION AT EAST
 PW0132'SIDE OF HANGAR.
 PW0132'
 PW0132'TO REACH AZIMUTH MARK FROM STATION, GO SOUTHWEST ALONG SOUTH
 PW0132'SIDE OF TAXI RUNWAY FOR 0.35 MILE TO POINT WHERE RUNWAY TURNS
 PW0132'RIGHT.  TURN LEFT AND GO SOUTHEAST ACROSS PRAIRIE FOR 0.15 MILE
 PW0132'TO A SMALL MOUND AND AZIMUTH MARK.
 PW0132'
 PW0132'STATION MARKS ARE STANDARD DISKS, STAMPED SHERIDAN AIRPORT
 PW0132'1957.  SURFACE MARK IS SET IN THE TOP OF A 12 INCH SQUARE,
 PW0132'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 168 FEET SOUTHEAST
 PW0132'OF THE NORTHEAST CORNER OF HANGAR AND 78 FEET EAST OF THE
 PW0132'SOUTHEAST CORNER OF HANGAR.  THE UNDERGROUND MARK IS SET IN AN
 PW0132'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW GROUND SURFACE.  NO
 PW0132'WHITE WITNESS POST WAS SET.
 PW0132'
 PW0132'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SHERIDAN AIRPORT
 PW0132'NO 1 1957.  IT IS 184 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 PW0132'HANGAR AND 108 FEET EAST OF THE SOUTHEAST CORNER OF HANGAR.  IT
 PW0132'IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 PW0132'PROJECTS 6 INCHES.
 PW0132'
 PW0132'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SHERIDAN AIRPORT
 PW0132'NO 2 1957.  IT IS 137 FEET SOUTHEAST OF THE NORTHEAST CORNER
 PW0132'OF HANGAR AND 78 FEET NORTHEAST OF THE SOUTHEAST CORNER OF HANGAR.
 PW0132'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 PW0132'PROJECTS 6 INCHES.
 PW0132'
 PW0132'AZIMUTH MARK IS A STANDARD DISK, STAMPED SHERIDAN AIRPORT 1957.
 PW0132'IT IS 162 FEET NORTHWEST OF A TELEPHONE POLE AND 1 FOOT NORTH
 PW0132'OF A FENCELINE.  IT IS SET IN THE TOP OF A 12 INCH SQUARE,
 PW0132'CONCRETE POST WHICH PROJECTS 6 INCHES.  A 4 IN X 4 IN WHITE
 PW0132'WITNESS POST WAS SET 1 FOOT SOUTHWEST OF THE MARK.
 PW0132
 PW0132                          STATION RECOVERY (1957)
 PW0132
 PW0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 PW0132'2.0 MI SW FROM SHERIDAN.
 PW0132'0.2 MILE SOUTH ALONG MAIN STREET FROM THE SHERIDAN COUNTY COURTHOUSE,
 PW0132'THENCE 0.1 MILE WEST ALONG COLLEGE AVENUE, THENCE 1.0 MILE SOUTH ALONG
 PW0132'BIG HORN AVENUE, THENCE 0.7 MILE WEST AND SOUTHWEST ALONG AIRPORT
 PW0132'ROAD, AT SHERIDAN COUNTY AIRPORT, 78 1/2 FEET NORTHEAST OF THE EAST
 PW0132'CORNER OF THE MOST SOUTHEASTERLY HANGAR, 2 FEET SOUTHEAST OF THE
 PW0132'EXTENDED SOUTHEAST BUILDING LINE OF THE HANGAR AND IN THE TOP OF A
 PW0132'CONCRETE POST PROJECTING 10 INCHES.
 PW0132
 PW0132                          STATION RECOVERY (1964)
 PW0132
 PW0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAC)
 PW0132'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  ORIGINAL
 PW0132'DESCRIPTION IS ADEQUATE.
 PW0132
 PW0132                          STATION RECOVERY (1967)
 PW0132
 PW0132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 PW0132'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 PW0132'DESCRIBED AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED IN WYO.
 PW0132'VOL. 111 PG. 55.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 PW0132'
 PW0132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 2
 PW0132'MILES SW OF SHERIDAN.
 PW0132
 PW0132                          STATION RECOVERY (1970)
 PW0132
 PW0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 PW0132'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 PW0132'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 PW0132'
 PW0132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SW
 PW0132'OF SHERIDAN.
 PW0132
 PW0132                          STATION RECOVERY (1970)
 PW0132
 PW0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PW0132'RECOVERED IN GOOD CONDITION.
 PW0132
 PW0132                          STATION RECOVERY (1974)
 PW0132
 PW0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FM)
 PW0132'THE STATION AND STATION MARKS 1 AND 2 RECOVERED AS DESCRIBED,
 PW0132'THE AZIMUTH WAS NOT SEARCHED FOR.
 PW0132'
 PW0132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES
 PW0132'SOUTHWEST OF SHERIDAN.
 PW0132
 PW0132                          STATION RECOVERY (1992)
 PW0132
 PW0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 PW0132'STATION IS LOCATED ON THE SOUTHWEST SIDE OF SHERIDAN, AT THE SHERIDAN
 PW0132'COUNTY AIRPORT, IN A SMALL WEED AREA BOUNDED BY A LARGE HANGAR, THE
 PW0132'MAINTAINANCE AND AIRPORT MANAGERS OFFICE, AND FUEL TANK STORAGE AREA.
 PW0132'OWNERSHIP--SHERIDAN COUNTY, AIRPORT TERMINAL BUILDING, SHERIDAN, WY
 PW0132'82801-5896.  AIRPORT MANAGER IS NORMAN L. FECK, PHONE 307-674-4222.
 PW0132'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 90
 PW0132'AND U.S. HIGHWAY 14 EAST (EXIT 25), ON THE SOUTHEAST SIDE OF
 PW0132'SHERIDAN, GO WEST ON BRUNDAGE LANE FOR 0.49 KM (0.30 MI) TO A
 PW0132'CROSSROAD (U.S. HIGHWAY 87).  CONTINUE WEST FOR 1.19 KM (0.74 MI) TO
 PW0132'A CROSSROAD AT TOP OF GRADE (BIG HORN AVENUE).  CONTINUE AHEAD ON
 PW0132'COUNTY ROAD 54 FOR 1.02 KM (0.63 MI) TO A ROAD LEFT AT MANAGERS
 PW0132'OFFICE ON THE LEFT.  TURN LEFT, WEST, FOR 30 M (98.4 FT) TO A PARKING
 PW0132'AREA ON THE LEFT.  TURN LEFT, SOUTHERLY, ACROSS PAVED AREA FOR 0.04
 PW0132'KM (0.02 MI) TO GATE 12 ON THE WEST SIDE OF THE MAINTAINANCE
 PW0132'BUILDING.  PASS THROUGH GATE ON PAVED LANE FOR 0.05 KM (0.03 MI) TO
 PW0132'LANE LEFT AND STATION ON THE LEFT.
 PW0132'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 PW0132'PROJECTING 15 CM ABOVE GROUND.  IT IS 3.1 M (10.2 FT) SOUTH OF THE
 PW0132'PERIMETER FENCE CORNER, 0.6 M (2.0 FT) NORTHWEST OF A FIBERGLASS
 PW0132'WITNESS POST, 16.5 M (54.1 FT) SOUTHEAST OF THE SOUTH CORNER OF THE
 PW0132'MAINTAINANCE BUILDING, 23.9 M (78.4 FT) NORTHEAST OF THE EAST CORNER
 PW0132'OF THE FALCON FLIGHT HANGAR, 5.2 M (17.1 FT) NORTH OF THE NORTH
 PW0132'CORNER OF CONCRETE PAD FOR A NOW-REMOVED FUEL TANK, 6.2 M (20.3 FT)
 PW0132'SOUTHEAST OF THE PAVED LANE, AND 16.0 M (52.5 FT) NORTHEAST OF THE
 PW0132'PAVED LANE.
 PW0132
 PW0132                          STATION RECOVERY (2001)
 PW0132
 PW0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 PW0132'RECOVERED AS DESCRIBED.
 PW0132'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0131 ***********************************************************************
 PW0131  DESIGNATION -  SHERIDAN AIRPORT RM 1
 PW0131  PID         -  PW0131
 PW0131  STATE/COUNTY-  WY/SHERIDAN
 PW0131  USGS QUAD   -  SHERIDAN (1977)
 PW0131
 PW0131                         *CURRENT SURVEY CONTROL
 PW0131  ___________________________________________________________________
 PW0131* NAD 83(1986)-  44 46 21.     (N)    106 58 05.     (W)     SCALED    
 PW0131* NAVD 88     -      1201.384  (meters)    3941.54   (feet)  ADJUSTED  
 PW0131  ___________________________________________________________________
 PW0131  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 PW0131  DYNAMIC HT  -        1200.947 (meters)    3940.11  (feet)  COMP
 PW0131  MODELED GRAV-     980,211.7   (mgal)                       NAVD 88
 PW0131
 PW0131  VERT ORDER  -  FIRST     CLASS II
 PW0131
 PW0131.This mark is at Sheridan County Airport (SHR)
 PW0131
 PW0131.The horizontal coordinates were scaled from a topographic map and have
 PW0131.an estimated accuracy of +/- 6 seconds.
 PW0131
 PW0131.The orthometric height was determined by differential leveling
 PW0131.and adjusted by the National Geodetic Survey in June 1991..
 PW0131
 PW0131.The geoid height was determined by GEOID03.
 PW0131
 PW0131.The dynamic height is computed by dividing the NAVD 88
 PW0131.geopotential number by the normal gravity value computed on the
 PW0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0131.degrees latitude (g = 980.6199 gals.).
 PW0131
 PW0131.The modeled gravity was interpolated from observed gravity values.
 PW0131
 PW0131;                    North         East    Units  Estimated Accuracy
 PW0131;SPC WYEC     -   574,650.      428,910.      MT  (+/- 180 meters Scaled)
 PW0131
 PW0131                          SUPERSEDED SURVEY CONTROL
 PW0131
 PW0131  NGVD 29 (??/??/92) 1200.660  (m)         3939.17   (f) ADJ UNCH    1 2
 PW0131
 PW0131.Superseded values are not recommended for survey control.
 PW0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0131.See file dsdata.txt to determine how the superseded data were derived.
 PW0131
 PW0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK442595(NAD 83)
 PW0131_MARKER: DR = REFERENCE MARK DISK
 PW0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0131_STAMPING: SHERIDAN AIRPORT NO. 1 1957
 PW0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0131+STABILITY: SURFACE MOTION
 PW0131
 PW0131  HISTORY     - Date     Condition        Report By
 PW0131  HISTORY     - 1957     MONUMENTED       CGS
 PW0131  HISTORY     - 1970     GOOD             NGS
 PW0131
 PW0131                          STATION DESCRIPTION
 PW0131
 PW0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0131'2.0 MI SW FROM SHERIDAN.
 PW0131'0.2 MILE SOUTH ALONG MAIN STREET FROM THE SHERIDAN COUNTY COURTHOUSE,
 PW0131'THENCE 0.1 MILE WEST ALONG COLLEGE AVENUE, THENCE 1.0 MILE SOUTH ALONG
 PW0131'BIG HORN AVENUE, THENCE 0.7 MILE WEST ALONG AIRPORT ROAD, AT THE
 PW0131'SHERIDAN COUNTY AIRPORT, 109 FEET NORTHEAST OF THE EAST CORNER OF THE
 PW0131'MOST SOUTHEASTERLY HANGAR, 2 FEET NORTHWEST OF THE EXTENDED SOUTHEAST
 PW0131'BUILDING LINE OF THE HANGAR, 31.3 FEET NORTHEAST OF THE TRIANGULATION
 PW0131'STATION AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PW0131
 PW0131                          STATION RECOVERY (1970)
 PW0131
 PW0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PW0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0133 ***********************************************************************
 PW0133  DESIGNATION -  SHERIDAN AIRPORT RM 2
 PW0133  PID         -  PW0133
 PW0133  STATE/COUNTY-  WY/SHERIDAN
 PW0133  USGS QUAD   -  SHERIDAN (1977)
 PW0133
 PW0133                         *CURRENT SURVEY CONTROL
 PW0133  ___________________________________________________________________
 PW0133* NAD 83(1986)-  44 46 21.     (N)    106 58 05.     (W)     SCALED    
 PW0133* NAVD 88     -      1201.383  (meters)    3941.54   (feet)  ADJUSTED  
 PW0133  ___________________________________________________________________
 PW0133  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 PW0133  DYNAMIC HT  -        1200.945 (meters)    3940.10  (feet)  COMP
 PW0133  MODELED GRAV-     980,211.7   (mgal)                       NAVD 88
 PW0133
 PW0133  VERT ORDER  -  FIRST     CLASS II
 PW0133
 PW0133.This mark is at Sheridan County Airport (SHR)
 PW0133
 PW0133.The horizontal coordinates were scaled from a topographic map and have
 PW0133.an estimated accuracy of +/- 6 seconds.
 PW0133
 PW0133.The orthometric height was determined by differential leveling
 PW0133.and adjusted by the National Geodetic Survey in June 1991..
 PW0133
 PW0133.The geoid height was determined by GEOID03.
 PW0133
 PW0133.The dynamic height is computed by dividing the NAVD 88
 PW0133.geopotential number by the normal gravity value computed on the
 PW0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0133.degrees latitude (g = 980.6199 gals.).
 PW0133
 PW0133.The modeled gravity was interpolated from observed gravity values.
 PW0133
 PW0133;                    North         East    Units  Estimated Accuracy
 PW0133;SPC WYEC     -   574,650.      428,910.      MT  (+/- 180 meters Scaled)
 PW0133
 PW0133                          SUPERSEDED SURVEY CONTROL
 PW0133
 PW0133  NGVD 29 (??/??/92) 1200.658  (m)         3939.16   (f) ADJ UNCH    1 2
 PW0133
 PW0133.Superseded values are not recommended for survey control.
 PW0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0133.See file dsdata.txt to determine how the superseded data were derived.
 PW0133
 PW0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK442595(NAD 83)
 PW0133_MARKER: DR = REFERENCE MARK DISK
 PW0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0133_STAMPING: SHERIDAN AIRPORT NO. 2 1957
 PW0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0133+STABILITY: SURFACE MOTION
 PW0133
 PW0133  HISTORY     - Date     Condition        Report By
 PW0133  HISTORY     - 1957     MONUMENTED       CGS
 PW0133  HISTORY     - 1970     GOOD             NGS
 PW0133
 PW0133                          STATION DESCRIPTION
 PW0133
 PW0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0133'2.0 MI SW FROM SHERIDAN.
 PW0133'0.2 MILE SOUTH ALONG MAIN STREET FROM THE SHERIDAN COUNTY COURTHOUSE,
 PW0133'THENCE 0.1 MILE WEST ALONG COLLEGE AVENUE, THENCE 1.0 MILE SOUTH ALONG
 PW0133'BIG HORN AVENUE, THENCE 0.7 MILE WEST AND SOUTHWEST ALONG AIRPORT
 PW0133'ROAD, AT THE SHERIDAN COUNTY AIRPORT, 76 FEET NORTH OF THE EAST CORNER
 PW0133'OF THE MOST SOUTHEASTERLY HANGAR, 32.9 FEET NORTHWEST OF THE
 PW0133'TRIANGULATION STATION AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 PW0133'INCHES.
 PW0133
 PW0133                          STATION RECOVERY (1970)
 PW0133
 PW0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PW0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0484 ***********************************************************************
 PW0484  DESIGNATION -  SHERIDAN FLOURING MILLS STACK
 PW0484  PID         -  PW0484
 PW0484  STATE/COUNTY-  WY/SHERIDAN
 PW0484  USGS QUAD   -  SHERIDAN (1977)
 PW0484
 PW0484                         *CURRENT SURVEY CONTROL
 PW0484  ___________________________________________________________________
 PW0484* NAD 83(1993)-  44 46 28.41885(N)    106 56 29.91146(W)     ADJUSTED  
 PW0484* NAVD 88     -                                                        
 PW0484  ___________________________________________________________________
 PW0484  LAPLACE CORR-         -11.89  (seconds)                    DEFLEC99
 PW0484  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 PW0484
 PW0484  HORZ ORDER  -  THIRD
 PW0484
 PW0484.The horizontal coordinates were established by classical geodetic methods
 PW0484.and adjusted by the National Geodetic Survey in January 1997..
 PW0484
 PW0484
 PW0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0484
 PW0484.The geoid height was determined by GEOID03.
 PW0484
 PW0484;                    North         East     Units Scale Factor Converg.
 PW0484;SPC WYEC     -   574,887.624   431,002.548   MT  0.99994931   +0 16 33.2
 PW0484;UTM  13      - 4,959,741.236   346,369.719   MT  0.99989024   -1 22 04.1
 PW0484
 PW0484                          SUPERSEDED SURVEY CONTROL
 PW0484
 PW0484  NAD 83(1986)-  44 46 28.40535(N)    106 56 29.88574(W) AD(       ) 4
 PW0484  NAD 27      -  44 46 28.50600(N)    106 56 27.64200(W) AD(       ) 3
 PW0484
 PW0484.Superseded values are not recommended for survey control.
 PW0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0484.See file dsdata.txt to determine how the superseded data were derived.
 PW0484
 PW0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4637059741(NAD 83)
 PW0484_MARKER: 63 = STACK
 PW0484
 PW0484  HISTORY     - Date     Condition        Report By
 PW0484  HISTORY     - 1957     FIRST OBSERVED   CGS
 PW0484  HISTORY     - 1958     GOOD             CGS
 PW0484  HISTORY     - 1964     GOOD             CGS
 PW0484
 PW0484                          STATION DESCRIPTION
 PW0484
 PW0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0484'THE STATION IS IN THE SOUTH EDGE OF SHERIDAN, AT THE JUNCTION
 PW0484'OF U.S. HIGHWAYS 14 AND 87.  IT IS AT THE SOUTHEAST CORNER
 PW0484'OF SEVERAL CEMENT CYLINDERS USED FOR THE STORING OF GRAIN.
 PW0484'IT IS A CEMENT STACK, GREY IN COLOR AND 150 FEET IN HEIGHT.
 PW0484'THE POINT OBSERVED WAS THE TOP-CENTER OF THE STACK.
 PW0484
 PW0484                          STATION RECOVERY (1958)
 PW0484
 PW0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 PW0484'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 PW0484'ADEQUATE AND COMPLETE.
 PW0484
 PW0484                          STATION RECOVERY (1964)
 PW0484
 PW0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAC)
 PW0484'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 PW0484'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0486 ***********************************************************************
 PW0486  DESIGNATION -  SHERIDAN FT MACKENZIE HOSP STK
 PW0486  PID         -  PW0486
 PW0486  STATE/COUNTY-  WY/SHERIDAN
 PW0486  USGS QUAD   -  SHERIDAN (1977)
 PW0486
 PW0486                         *CURRENT SURVEY CONTROL
 PW0486  ___________________________________________________________________
 PW0486* NAD 83(1993)-  44 49 45.02941(N)    106 59 01.58184(W)     ADJUSTED  
 PW0486* NAVD 88     -                                                        
 PW0486  ___________________________________________________________________
 PW0486  LAPLACE CORR-         -11.97  (seconds)                    DEFLEC99
 PW0486  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 PW0486
 PW0486  HORZ ORDER  -  THIRD
 PW0486
 PW0486.The horizontal coordinates were established by classical geodetic methods
 PW0486.and adjusted by the National Geodetic Survey in January 1997..
 PW0486
 PW0486
 PW0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0486
 PW0486.The geoid height was determined by GEOID03.
 PW0486
 PW0486;                    North         East     Units Scale Factor Converg.
 PW0486;SPC WYEC     -   580,941.197   427,641.795   MT  0.99994689   +0 14 47.2
 PW0486;UTM  13      - 4,965,888.443   343,184.239   MT  0.99990240   -1 23 55.8
 PW0486
 PW0486                          SUPERSEDED SURVEY CONTROL
 PW0486
 PW0486  NAD 83(1993)-  44 49 45.01485(N)    106 59 01.56003(W) AD(       ) 4
 PW0486  NAD 83(1986)-  44 49 45.01657(N)    106 59 01.55602(W) AD(       ) 4
 PW0486  NAD 27      -  44 49 45.12100(N)    106 58 59.31200(W) AD(       ) 3
 PW0486
 PW0486.Superseded values are not recommended for survey control.
 PW0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0486.See file dsdata.txt to determine how the superseded data were derived.
 PW0486
 PW0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4318465888(NAD 83)
 PW0486_MARKER: 63 = STACK
 PW0486
 PW0486  HISTORY     - Date     Condition        Report By
 PW0486  HISTORY     - 1957     FIRST OBSERVED   CGS
 PW0486  HISTORY     - 1958     GOOD             CGS
 PW0486  HISTORY     - 1964     GOOD             CGS
 PW0486
 PW0486                          STATION DESCRIPTION
 PW0486
 PW0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0486'THE STATION IS ON GOVERNMENT PROPERTY ABOUT 2-1/2 MILES NORTHWEST
 PW0486'OF THE CENTER OF SHERIDAN.  IT IS A CEMENT STACK, RED AND WHITE
 PW0486'IN COLOR AND 174 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE
 PW0486'TOP-CENTER OF THE STACK.
 PW0486
 PW0486                          STATION RECOVERY (1958)
 PW0486
 PW0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 PW0486'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PW0486'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 PW0486
 PW0486                          STATION RECOVERY (1964)
 PW0486
 PW0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAC)
 PW0486'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 PW0486'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0485 ***********************************************************************
 PW0485  DESIGNATION -  SHERIDAN HOLLY REFINING STACK
 PW0485  PID         -  PW0485
 PW0485  STATE/COUNTY-  WY/SHERIDAN
 PW0485  USGS QUAD   -  SHERIDAN (1977)
 PW0485
 PW0485                         *CURRENT SURVEY CONTROL
 PW0485  ___________________________________________________________________
 PW0485* NAD 83(1993)-  44 46 56.81348(N)    106 56 28.28590(W)     ADJUSTED  
 PW0485* NAVD 88     -                                                        
 PW0485  ___________________________________________________________________
 PW0485  LAPLACE CORR-         -11.74  (seconds)                    DEFLEC99
 PW0485  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 PW0485
 PW0485  HORZ ORDER  -  THIRD
 PW0485
 PW0485.The horizontal coordinates were established by classical geodetic methods
 PW0485.and adjusted by the National Geodetic Survey in January 1997..
 PW0485
 PW0485
 PW0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0485
 PW0485.The geoid height was determined by GEOID03.
 PW0485
 PW0485;                    North         East     Units Scale Factor Converg.
 PW0485;SPC WYEC     -   575,764.248   431,034.063   MT  0.99994934   +0 16 34.4
 PW0485;UTM  13      - 4,960,616.543   346,426.364   MT  0.99989003   -1 22 03.6
 PW0485
 PW0485                          SUPERSEDED SURVEY CONTROL
 PW0485
 PW0485  NAD 83(1986)-  44 46 56.79999(N)    106 56 28.26017(W) AD(       ) 4
 PW0485  NAD 27      -  44 46 56.90200(N)    106 56 26.01600(W) AD(       ) 3
 PW0485
 PW0485.Superseded values are not recommended for survey control.
 PW0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0485.See file dsdata.txt to determine how the superseded data were derived.
 PW0485
 PW0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4642660617(NAD 83)
 PW0485_MARKER: 63 = STACK
 PW0485
 PW0485  HISTORY     - Date     Condition        Report By
 PW0485  HISTORY     - 1957     FIRST OBSERVED   CGS
 PW0485  HISTORY     - 1958     GOOD             CGS
 PW0485  HISTORY     - 1964     GOOD             CGS
 PW0485
 PW0485                          STATION DESCRIPTION
 PW0485
 PW0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0485'THE STATION IS IN THE SOUTH EDGE OF SHERIDAN, 0.5 MILE NORTH OF
 PW0485'THE JUNCTION OF U.S. HIGHWAYS 14 AND 87.  IT IS CONSTRUCTED OF
 PW0485'CEMENT, GREY IN COLOR AND 237 FEET IN HEIGHT.  THE POINT OBSERVED
 PW0485'WAS THE TOP-CENTER OF THE STACK.
 PW0485
 PW0485                          STATION RECOVERY (1958)
 PW0485
 PW0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 PW0485'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 PW0485'DESCRIPTION IS ADEQUATE WITH THE ADDITION THAT THE STACK IS ON
 PW0485'THE EAST SIDE OF U.S. HIGHWAY 87.
 PW0485
 PW0485                          STATION RECOVERY (1964)
 PW0485
 PW0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAC)
 PW0485'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION
 PW0485'AND 1958 RECOVERY NOTE ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0483 ***********************************************************************
 PW0483  DESIGNATION -  SHERIDAN MUNICIPAL STANDPIPE
 PW0483  PID         -  PW0483
 PW0483  STATE/COUNTY-  WY/SHERIDAN
 PW0483  USGS QUAD   -  SHERIDAN (1977)
 PW0483
 PW0483                         *CURRENT SURVEY CONTROL
 PW0483  ___________________________________________________________________
 PW0483* NAD 83(1993)-  44 48 08.91096(N)    106 56 31.51402(W)     ADJUSTED  
 PW0483* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PW0483  ___________________________________________________________________
 PW0483  LAPLACE CORR-         -11.30  (seconds)                    DEFLEC99
 PW0483  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 PW0483
 PW0483  HORZ ORDER  -  THIRD
 PW0483
 PW0483.The horizontal coordinates were established by classical geodetic methods
 PW0483.and adjusted by the National Geodetic Survey in January 1997..
 PW0483
 PW0483.The orthometric height was scaled from a topographic map.
 PW0483
 PW0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0483
 PW0483.The geoid height was determined by GEOID03.
 PW0483
 PW0483;                    North         East     Units Scale Factor Converg.
 PW0483;SPC WYEC     -   577,989.331   430,952.392   MT  0.99994928   +0 16 32.5
 PW0483;UTM  13      - 4,962,842.922   346,408.572   MT  0.99989009   -1 22 07.6
 PW0483
 PW0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0483!SPC WYEC     -   1.00000197  x   0.99994928  =   0.99995125
 PW0483!UTM  13      -   1.00000197  x   0.99989009  =   0.99989206
 PW0483
 PW0483                          SUPERSEDED SURVEY CONTROL
 PW0483
 PW0483  NAD 83(1986)-  44 48 08.89740(N)    106 56 31.48974(W) AD(       ) 4
 PW0483  NAD 27      -  44 48 08.99900(N)    106 56 29.24500(W) AD(       ) 3
 PW0483
 PW0483.Superseded values are not recommended for survey control.
 PW0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0483.See file dsdata.txt to determine how the superseded data were derived.
 PW0483
 PW0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4640962843(NAD 83)
 PW0483_MARKER: 52 = STANDPIPE TANK
 PW0483_MARK LOGO: CGS   
 PW0483
 PW0483  HISTORY     - Date     Condition        Report By
 PW0483  HISTORY     - 1957     FIRST OBSERVED   CGS
 PW0483  HISTORY     - 1957     GOOD             CGS
 PW0483  HISTORY     - 1958     GOOD             CGS
 PW0483  HISTORY     - 1964     GOOD             CGS
 PW0483  HISTORY     - 19831019 GOOD             NGS
 PW0483  HISTORY     - 19831020 GOOD             NGS
 PW0483
 PW0483                          STATION DESCRIPTION
 PW0483
 PW0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0483'THE STATION IS ABOUT 1/2 MILE SOUTHEAST OF THE CENTER OF
 PW0483'SHERIDAN.  IT IS A CYLINDER TYPE TANK, SILVER IN COLOR.  IT
 PW0483'IS 70 FEET HIGH AND 88.58 FEET IN CIRCUMFERENCE.  A TRAVERSE
 PW0483'CONNECTION WAS MADE FROM TRIANGULATION STATION SHERIDAN TO THE
 PW0483'STANDPIPE AND THE DISTANCE IS 33.420 METERS AND 109.64 FEET.
 PW0483
 PW0483                          STATION RECOVERY (1957)
 PW0483
 PW0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 PW0483'RECOVERED IN GOOD CONDITION.
 PW0483
 PW0483                          STATION RECOVERY (1958)
 PW0483
 PW0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 PW0483'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 PW0483'DESCRIPTION IS ADEQUATE AND COMPLETE.
 PW0483
 PW0483                          STATION RECOVERY (1964)
 PW0483
 PW0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAC)
 PW0483'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 PW0483'DESCRIPTION IS ADEQUATE AND COMPLETE.
 PW0483
 PW0483                          STATION RECOVERY (1983)
 PW0483
 PW0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 PW0483'THE TANK WAS RECOVERED IN GOOD CONDITION AND IS NOW PAINTED LIGHT
 PW0483'GREEN.  THE TOP CENTER OF THE TANK WAS USED FOR A SIGHT AND THE ANGLE
 PW0483'USED CHECKED WELL WITH OLD DATA.
 PW0483
 PW0483                          STATION RECOVERY (1983)
 PW0483
 PW0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0139 ***********************************************************************
 PW0139  DESIGNATION -  SHERIDAN RM 1
 PW0139  PID         -  PW0139
 PW0139  STATE/COUNTY-  WY/SHERIDAN
 PW0139  USGS QUAD   -  SHERIDAN (1977)
 PW0139
 PW0139                         *CURRENT SURVEY CONTROL
 PW0139  ___________________________________________________________________
 PW0139* NAD 83(1986)-  44 48 08.     (N)    106 56 30.     (W)     SCALED    
 PW0139* NAVD 88     -      1186.536  (meters)    3892.83   (feet)  ADJUSTED  
 PW0139  ___________________________________________________________________
 PW0139  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 PW0139  DYNAMIC HT  -        1186.119 (meters)    3891.46  (feet)  COMP
 PW0139  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 PW0139
 PW0139  VERT ORDER  -  FIRST     CLASS II
 PW0139
 PW0139.The horizontal coordinates were scaled from a topographic map and have
 PW0139.an estimated accuracy of +/- 6 seconds.
 PW0139
 PW0139.The orthometric height was determined by differential leveling
 PW0139.and adjusted by the National Geodetic Survey in June 1991..
 PW0139
 PW0139.The geoid height was determined by GEOID03.
 PW0139
 PW0139.The dynamic height is computed by dividing the NAVD 88
 PW0139.geopotential number by the normal gravity value computed on the
 PW0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0139.degrees latitude (g = 980.6199 gals.).
 PW0139
 PW0139.The modeled gravity was interpolated from observed gravity values.
 PW0139
 PW0139;                    North         East    Units  Estimated Accuracy
 PW0139;SPC WYEC     -   577,960.      430,990.      MT  (+/- 180 meters Scaled)
 PW0139
 PW0139                          SUPERSEDED SURVEY CONTROL
 PW0139
 PW0139  NGVD 29 (??/??/92) 1185.825  (m)         3890.49   (f) ADJ UNCH    1 2
 PW0139
 PW0139.Superseded values are not recommended for survey control.
 PW0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0139.See file dsdata.txt to determine how the superseded data were derived.
 PW0139
 PW0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK464628(NAD 83)
 PW0139_MARKER: DR = REFERENCE MARK DISK
 PW0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0139_STAMPING: SHERIDAN NO 1 1957
 PW0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0139+STABILITY: SURFACE MOTION
 PW0139
 PW0139  HISTORY     - Date     Condition        Report By
 PW0139  HISTORY     - 1957     MONUMENTED       CGS
 PW0139
 PW0139                          STATION DESCRIPTION
 PW0139
 PW0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0139'0.75 MI NE FROM SHERIDAN.
 PW0139'0.3 MILE EAST ALONG GRANNELL AVENUE FROM THE CITY HALL IN SHERIDAN,
 PW0139'THENCE 0.1 MILE NORTH, THENCE 0.1 MILE EAST, THENCE 0.5 MILE NORTHEAST
 PW0139'THROUGH A GATE AND ALONG A TRACK ROAD TO THE TOP OF THE HILL, AT THE
 PW0139'SHERIDAN MUNICIPAL STANDPIPE, 136 FEET SOUTHEAST OF THE FOUNDATION OF
 PW0139'THE STANDPIPE, 151 FEET SOUTHWEST OF A PROPERTY LINE FENCE, 42.1 FEET
 PW0139'EAST-SOUTHEAST OF SHERIDAN STATION, AND IN THE TOP OF A CONCRETE POST
 PW0139'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0137 ***********************************************************************
 PW0137  DESIGNATION -  SHERIDAN RM 2
 PW0137  PID         -  PW0137
 PW0137  STATE/COUNTY-  WY/SHERIDAN
 PW0137  USGS QUAD   -  SHERIDAN (1977)
 PW0137
 PW0137                         *CURRENT SURVEY CONTROL
 PW0137  ___________________________________________________________________
 PW0137* NAD 83(1986)-  44 48 08.     (N)    106 56 30.     (W)     SCALED    
 PW0137* NAVD 88     -      1184.972  (meters)    3887.70   (feet)  ADJUSTED  
 PW0137  ___________________________________________________________________
 PW0137  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 PW0137  DYNAMIC HT  -        1184.555 (meters)    3886.33  (feet)  COMP
 PW0137  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 PW0137
 PW0137  VERT ORDER  -  FIRST     CLASS II
 PW0137
 PW0137.The horizontal coordinates were scaled from a topographic map and have
 PW0137.an estimated accuracy of +/- 6 seconds.
 PW0137
 PW0137.The orthometric height was determined by differential leveling
 PW0137.and adjusted by the National Geodetic Survey in June 1991..
 PW0137
 PW0137.The geoid height was determined by GEOID03.
 PW0137
 PW0137.The dynamic height is computed by dividing the NAVD 88
 PW0137.geopotential number by the normal gravity value computed on the
 PW0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0137.degrees latitude (g = 980.6199 gals.).
 PW0137
 PW0137.The modeled gravity was interpolated from observed gravity values.
 PW0137
 PW0137;                    North         East    Units  Estimated Accuracy
 PW0137;SPC WYEC     -   577,960.      430,990.      MT  (+/- 180 meters Scaled)
 PW0137
 PW0137                          SUPERSEDED SURVEY CONTROL
 PW0137
 PW0137  NGVD 29 (??/??/92) 1184.260  (m)         3885.36   (f) ADJ UNCH    1 2
 PW0137
 PW0137.Superseded values are not recommended for survey control.
 PW0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0137.See file dsdata.txt to determine how the superseded data were derived.
 PW0137
 PW0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK464628(NAD 83)
 PW0137_MARKER: DR = REFERENCE MARK DISK
 PW0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0137_STAMPING: SHERIDAN NO 2 1957
 PW0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0137+STABILITY: SURFACE MOTION
 PW0137
 PW0137  HISTORY     - Date     Condition        Report By
 PW0137  HISTORY     - 1957     MONUMENTED       CGS
 PW0137
 PW0137                          STATION DESCRIPTION
 PW0137
 PW0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0137'0.75 MI NE FROM SHERIDAN.
 PW0137'0.3 MILE EAST ALONG GRANNELL AVENUE FROM THE CITY HALL IN SHERIDAN,
 PW0137'THENCE 0.1 MILE NORTH, THENCE 0.1 MILE EAST, THENCE 0.5 MILE NORTHEAST
 PW0137'THROUGH A GATE AND ALONG A TRACK ROAD TO THE TOP OF THE HILL, AT THE
 PW0137'SHERIDAN MUNICIPAL STANDPIPE, 90 FEET SOUTH-SOUTHWEST OF THE
 PW0137'FOUNDATION OF THE STANDPIPE, 178 FEET SOUTHWEST OF THE PROPERTY LINE
 PW0137'FENCE, 29.6 FEET SOUTHWEST OF SHERIDAN STATION, AND IN THE TOP OF A
 PW0137'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0490 ***********************************************************************
 PW0490  DESIGNATION -  SHERIDAN WYO GIRLS SCHOOL TANK
 PW0490  PID         -  PW0490
 PW0490  STATE/COUNTY-  WY/SHERIDAN
 PW0490  USGS QUAD   -  SHERIDAN (1977)
 PW0490
 PW0490                         *CURRENT SURVEY CONTROL
 PW0490  ___________________________________________________________________
 PW0490* NAD 83(1993)-  44 45 44.20560(N)    106 58 11.09302(W)     ADJUSTED  
 PW0490* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 PW0490  ___________________________________________________________________
 PW0490  LAPLACE CORR-         -13.73  (seconds)                    DEFLEC99
 PW0490  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 PW0490
 PW0490  HORZ ORDER  -  THIRD
 PW0490
 PW0490.The horizontal coordinates were established by classical geodetic methods
 PW0490.and adjusted by the National Geodetic Survey in January 1997..
 PW0490
 PW0490.The orthometric height was scaled from a topographic map.
 PW0490
 PW0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0490
 PW0490.The geoid height was determined by GEOID03.
 PW0490
 PW0490;                    North         East     Units Scale Factor Converg.
 PW0490;SPC WYEC     -   573,512.577   428,784.045   MT  0.99994768   +0 15 21.7
 PW0490;UTM  13      - 4,958,430.454   344,112.813   MT  0.99989883   -1 23 14.3
 PW0490
 PW0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0490!SPC WYEC     -   1.00000191  x   0.99994768  =   0.99994959
 PW0490!UTM  13      -   1.00000191  x   0.99989883  =   0.99990074
 PW0490
 PW0490                          SUPERSEDED SURVEY CONTROL
 PW0490
 PW0490  NAD 83(1993)-  44 45 44.18969(N)    106 58 11.07044(W) AD(       ) 4
 PW0490  NAD 83(1986)-  44 45 44.19322(N)    106 58 11.06688(W) AD(       ) 4
 PW0490  NAD 27      -  44 45 44.29200(N)    106 58 08.82200(W) AD(       ) 3
 PW0490
 PW0490.Superseded values are not recommended for survey control.
 PW0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0490.See file dsdata.txt to determine how the superseded data were derived.
 PW0490
 PW0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4411358430(NAD 83)
 PW0490_MARKER: 53 = ELEVATED TANK
 PW0490_MARK LOGO: CGS   
 PW0490
 PW0490  HISTORY     - Date     Condition        Report By
 PW0490  HISTORY     - 1957     FIRST OBSERVED   CGS
 PW0490  HISTORY     - 1957     GOOD             CGS
 PW0490  HISTORY     - 1958     GOOD             CGS
 PW0490  HISTORY     - 1964     GOOD             CGS
 PW0490  HISTORY     - 19831019 GOOD             NGS
 PW0490  HISTORY     - 19831020 GOOD             NGS
 PW0490
 PW0490                          STATION DESCRIPTION
 PW0490
 PW0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0490'THE STATION IS 3 MILES SOUTHWEST OF THE CENTER OF SHERIDAN.
 PW0490'IT IS AN ELEVATED TANK, SUPPORTED BY FOUR STRUCTURAL STEEL LEGS
 PW0490'WHICH ARE SILVER IN COLOR.  THE TANK IS ORANGE AND WHITE
 PW0490'(CHECKERED) AND 110 FEET IN HEIGHT.  THE POINT OBSERVED WAS THE
 PW0490'APEX OF THE TANK.
 PW0490
 PW0490                          STATION RECOVERY (1957)
 PW0490
 PW0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 PW0490'RECOVERED IN GOOD CONDITION.
 PW0490
 PW0490                          STATION RECOVERY (1958)
 PW0490
 PW0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 PW0490'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PW0490'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 PW0490
 PW0490                          STATION RECOVERY (1964)
 PW0490
 PW0490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAC)
 PW0490'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PW0490'DESCRIPTION IS ADEQUATE.
 PW0490
 PW0490                          STATION RECOVERY (1983)
 PW0490
 PW0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 PW0490'THE TANK WAS RECOVERED IN GOOD CONDITION BUT IS NOW SILVER IN COLOR.
 PW0490'IT WAS USED IN A SURVEY AND THE NEW DATA CHECKED OLD DATA.
 PW0490
 PW0490                          STATION RECOVERY (1983)
 PW0490
 PW0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1222 ***********************************************************************
 MO1222  DESIGNATION -  SHERMAN
 MO1222  PID         -  MO1222
 MO1222  STATE/COUNTY-  WY/ALBANY
 MO1222  USGS QUAD   -  SHERMAN MOUNTAINS EAST (1992)
 MO1222
 MO1222                         *CURRENT SURVEY CONTROL
 MO1222  ___________________________________________________________________
 MO1222* NAD 83(1993)-  41 11 31.40955(N)    105 22 07.67732(W)     ADJUSTED  
 MO1222* NAVD 88     -      2692.6    (meters)    8834.     (feet)  VERTCON   
 MO1222  ___________________________________________________________________
 MO1222  LAPLACE CORR-         -12.25  (seconds)                    DEFLEC99
 MO1222  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 MO1222
 MO1222  HORZ ORDER  -  THIRD
 MO1222
 MO1222.The horizontal coordinates were established by classical geodetic methods
 MO1222.and adjusted by the National Geodetic Survey in January 1997..
 MO1222
 MO1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1222
 MO1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1222
 MO1222.The geoid height was determined by GEOID03.
 MO1222
 MO1222;                    North         East     Units Scale Factor Converg.
 MO1222;SPC WY E     -    76,868.606   183,044.054   MT  0.99994104   -0 07 59.2
 MO1222;UTM  13      - 4,560,143.253   469,073.597   MT  0.99961177   -0 14 34.4
 MO1222
 MO1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1222!SPC WY E     -   0.99957975  x   0.99994104  =   0.99952081
 MO1222!UTM  13      -   0.99957975  x   0.99961177  =   0.99919168
 MO1222
 MO1222:                Primary Azimuth Mark                     Grid Az
 MO1222:SPC WY E     -  SAN FRAN NEW YORK AWY BCN 38             070 16 35.9
 MO1222:UTM  13      -  SAN FRAN NEW YORK AWY BCN 38             070 23 11.1
 MO1222
 MO1222|---------------------------------------------------------------------|
 MO1222| PID    Reference Object                     Distance      Geod. Az  |
 MO1222|                                                           dddmmss.s |
 MO1222| MO1218 SAN FRAN NEW YORK AWY BCN 38        APPROX.11.2 KM 0700836.7 |
 MO1222| MO1232 POLE                                APPROX. 5.1 KM 3334738.4 |
 MO1222|---------------------------------------------------------------------|
 MO1222
 MO1222                          SUPERSEDED SURVEY CONTROL
 MO1222
 MO1222  NAD 83(1986)-  41 11 31.39556(N)    105 22 07.67544(W) AD(       ) 3
 MO1222  NAD 27      -  41 11 31.46162(N)    105 22 05.73269(W) AD(       ) 3
 MO1222  NGVD 29 (07/19/86) 2691.4    (m)         8830.     (f) VERT ANG       
 MO1222
 MO1222.Superseded values are not recommended for survey control.
 MO1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1222.See file dsdata.txt to determine how the superseded data were derived.
 MO1222
 MO1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6907460143(NAD 83)
 MO1222_MARKER: DD = SURVEY DISK
 MO1222_SETTING: 66 = SET IN ROCK OUTCROP
 MO1222_SP_SET: SET IN ROCK OUTCROP
 MO1222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1222+STABILITY: POSITION/ELEVATION WELL
 MO1222
 MO1222  HISTORY     - Date     Condition        Report By
 MO1222  HISTORY     - 1947     MONUMENTED       USGS
 MO1222
 MO1222                          STATION DESCRIPTION
 MO1222
 MO1222'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1222'STATION IS LOCATED IN THE SW. 1/4 SEC. 8, T 14 N, R 71 W, ON THE
 MO1222'HIGHEST POINT, WHICH IS THE MIDDLE ONE OF THREE TOPS, AT W. EDGE OF
 MO1222'SHERMAN GROUP.
 MO1222'
 MO1222'TO REACH FROM LARAMIE POST OFFICE, GO E. ON U.S. HIGHWAY 30 11.5 MI.
 MO1222'TO SUMMIT INN, THENCE E. 5.1 MI. PAST THE RANGER STATION TO T-RD.,
 MO1222'THENCE LEFT (N.) 0.9 MI. TO DIM FORK, THENCE RIGHT (E.) 0.3 MI. TO RD.
 MO1222'FORK, THENCE 0.7 MI. TO DIM RD. FORK, THENCE RIGHT (SE.) ACROSS DRAIN
 MO1222'0.7 MI. TO SADDLE, LEAVE RD., TURN RIGHT (S.) AND DRIVE TOWARD BASE OF
 MO1222'ROCKY POINT, A VERY FAINT ROUTE W. ALONG BASE OF MOUNTAIN MAY BE
 MO1222'DRIVEN TO A POINT WHERE STATION CAN BE SEEN TO THE S., LEAVE YOUR CAR
 MO1222'AND WALK TO SADDLE S. OF NORTHERNMOST RIDGE, CROSS SADDLE AND CLIMB
 MO1222'ROCKS TO S., CONTINUE S. ALONG RIDGE TO HIGH POINT AND STATION.
 MO1222'
 MO1222'STATION MARK--STANDARD TABLET, SET IN LEDGE ROCK, STAMPED ---SHERMAN
 MO1222'1947---.
 MO1222'
 MO1222'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---SHERMAN
 MO1222'NO. 1---, 31.11 FT. DISTANT SLOPE MEASUREMENT.
 MO1222'
 MO1222'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---SHERMAN
 MO1222'NO. 2---, 18.76 FT. DISTANT SLOPE MEASUREMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2131 ***********************************************************************
 AA2131  CBN         -  This is a Cooperative Base Network Control Station.
 AA2131  DESIGNATION -  SHERWIN
 AA2131  PID         -  AA2131
 AA2131  STATE/COUNTY-  WY/WESTON
 AA2131  USGS QUAD   -  PODDY CREEK (1982)
 AA2131
 AA2131                         *CURRENT SURVEY CONTROL
 AA2131  ___________________________________________________________________
 AA2131* NAD 83(1993)-  43 32 18.73355(N)    104 53 58.95150(W)     ADJUSTED  
 AA2131* NAVD 88     -      1382.5    (meters)    4536.     (feet)  GPS OBS   
 AA2131  ___________________________________________________________________
 AA2131  X           -  -1,190,999.659 (meters)                     COMP
 AA2131  Y           -  -4,476,197.347 (meters)                     COMP
 AA2131  Z           -   4,372,008.281 (meters)                     COMP
 AA2131  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AA2131  ELLIP HEIGHT-        1367.16  (meters)          (09/07/01) GPS OBS
 AA2131  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 AA2131
 AA2131  HORZ ORDER  -  B
 AA2131  ELLP ORDER  -  FOURTH    CLASS I
 AA2131
 AA2131.The horizontal coordinates were established by GPS observations
 AA2131.and adjusted by the National Geodetic Survey in October 1994..
 AA2131
 AA2131.The orthometric height was determined by GPS observations and a
 AA2131.high-resolution geoid model.
 AA2131
 AA2131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2131
 AA2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2131
 AA2131.The ellipsoidal height was determined by GPS observations
 AA2131.and is referenced to NAD 83.
 AA2131
 AA2131.The geoid height was determined by GEOID03.
 AA2131
 AA2131;                    North         East     Units Scale Factor Converg.
 AA2131;SPC WY E     -   337,515.049   221,575.588   MT  0.99994322   +0 11 02.0
 AA2131;UTM  13      - 4,820,626.135   508,102.820   MT  0.99960081   +0 04 08.7
 AA2131
 AA2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2131!SPC WY E     -   0.99978566  x   0.99994322  =   0.99972889
 AA2131!UTM  13      -   0.99978566  x   0.99960081  =   0.99938655
 AA2131
 AA2131                          SUPERSEDED SURVEY CONTROL
 AA2131
 AA2131  ELLIP H (10/19/94) 1367.24   (m)                       GP(       ) 4 1
 AA2131
 AA2131.Superseded values are not recommended for survey control.
 AA2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2131.See file dsdata.txt to determine how the superseded data were derived.
 AA2131
 AA2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ0810320626(NAD 83)
 AA2131_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA2131_STAMPING: SHERWIN ET 1962
 AA2131_MARK LOGO: USDA  
 AA2131_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA2131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2131+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1993
 AA2131
 AA2131  HISTORY     - Date     Condition        Report By
 AA2131  HISTORY     - 1962     MONUMENTED       USDA
 AA2131  HISTORY     - 19930615 GOOD             NGS
 AA2131
 AA2131                          STATION DESCRIPTION
 AA2131
 AA2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA2131'NOTE--SINCE THE REFERENCE MARKS FOR THIS STATION WILL NOT BE IN THE
 AA2131'NGS DATABASE, THEY ARE DESCRIBED WITH THE STATION AS REFERENCES.  NO
 AA2131'DATA AVAILABLE ON POSSIBLE AZIMUTH MARK. STATION IS LOCATED ABOUT 68
 AA2131'KM (42.25 MI) SOUTHWEST OF NEWCASTLE, 52 KM (32.30 MI) SOUTHEAST OF
 AA2131'RENO JUNCTION (AT WRIGHT), 4 KM (2.50 MI) NORTH OF THE WESTON-CONVERSE
 AA2131'COUNTY LINE, IN THE THUNDER BASIN NATIONAL GRASSLAND, ON PRIVATE
 AA2131'PROPERTY, ON A SMALL ROCKY KNOB, IN THE SOUTHWEST 1/4 OF SECTION 9, T
 AA2131'41 N, R 67 W.  OWNERSHIP--JEAN SEARS, 1162 LYNCH ROAD, NEWCASTLE, WY.
 AA2131'PHONE IS 307-746-2815. TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 59
 AA2131'AND 450 (5 KM SOUTH OF RENO JUNCTION), GO EAST ON HIGHWAY 450 FOR
 AA2131'33.30 KM (20.70 MI) TO THE COUNTY LINE.  CONTINUE EAST FOR 13.44 KM
 AA2131'(8.35 MI) TO A GRAVEL ROAD RIGHT AT MILE 37.3.  TURN RIGHT, SOUTH,
 AA2131'DOWNGRADE, ON LYNCH ROAD FOR 1.96 KM (1.20 MI) TO A ROAD RIGHT AT OLD
 AA2131'HOUSE.  CONTINUE SOUTH FOR 8.42 KM (5.25 MI) TO A FORK.  KEEP RIGHT,
 AA2131'SOUTHWEST, ON LYNCH ROAD FOR 0.70 KM (0.45 MI) TO A FORK.  BEAR LEFT,
 AA2131'SOUTHEAST, ON LYNCH ROAD FOR 4.41 KM (2.75 MI) TO TOP OF RISE AND
 AA2131'STATION ON THE RIGHT. STATION MARK IS A DISK ON A PIPE PROJECTING 10
 AA2131'CM ABOVE GROUND ON THE NORTH SIDE OF THE SANDSTONE KNOB.  IT IS 43.5 M
 AA2131'(142.7 FT) WEST OF, AND 5 M (16.4 FT) HIGHER THAN THE ROAD CENTER, 1.4
 AA2131'M (4.6 FT) WEST-SOUTHWEST OF A WOOD WITNESS POST, AND 1.5 M (4.9 FT)
 AA2131'SOUTH OF THE NORTH EDGE OF THE HILL. REFERENCE MARK 1 IS A DISK ON A
 AA2131'PIPE PROJECTING 15 CM ABOVE GROUND BETWEEN TWO OUTCROPS, AND
 AA2131'STAMPED-SHERWIN RM 1 1962.  IT IS ON THE EAST END OF THE HILL, 39.5 M
 AA2131'(129.6 FT) WEST OF, AND 5 M (16.4 FT) HIGHER THAN THE ROAD CENTER, AND
 AA2131'7.9 M (25.9 FT) SOUTH-SOUTHEAST OF THE WITNESS POST. REFERENCE MARK 1
 AA2131'IS A DISK ON A PIPE PROJECTING 15 CM ABOVE GROUND IN A SLIGHT SADDLE.
 AA2131'IT IS 50.5 M (165.7 FT) WEST OF THE ROAD CENTER, AND 9.8 M (32.2 FT)
 AA2131'SOUTHWEST OF THE WITNESS POST. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0344 ***********************************************************************
 OV0344  DESIGNATION -  SHERWOOD
 OV0344  PID         -  OV0344
 OV0344  STATE/COUNTY-  WY/NATRONA
 OV0344  USGS QUAD   -  SAWMILL CANYON (1984)
 OV0344
 OV0344                         *CURRENT SURVEY CONTROL
 OV0344  ___________________________________________________________________
 OV0344* NAD 83(1993)-  43 26 37.87968(N)    106 05 57.18443(W)     ADJUSTED  
 OV0344* NAVD 88     -      1913.4    (meters)    6278.     (feet)  VERTCON   
 OV0344  ___________________________________________________________________
 OV0344  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 OV0344  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 OV0344
 OV0344  HORZ ORDER  -  THIRD
 OV0344  VERT ORDER  -  THIRD ? (See Below)
 OV0344
 OV0344.The horizontal coordinates were established by classical geodetic methods
 OV0344.and adjusted by the National Geodetic Survey in January 1997..
 OV0344
 OV0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0344.The vertical order pertains to the NGVD 29 superseded value.
 OV0344
 OV0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0344
 OV0344.The geoid height was determined by GEOID03.
 OV0344
 OV0344;                    North         East     Units Scale Factor Converg.
 OV0344;SPC WYEC     -   427,701.607   499,897.784   MT  1.00006021   +0 50 55.3
 OV0344;UTM  13      - 4,810,692.868   411,051.861   MT  0.99969732   -0 45 21.3
 OV0344
 OV0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0344!SPC WYEC     -   0.99970226  x   1.00006021  =   0.99976245
 OV0344!UTM  13      -   0.99970226  x   0.99969732  =   0.99939967
 OV0344
 OV0344:                Primary Azimuth Mark                     Grid Az
 OV0344:SPC WYEC     -  MIDWEST                                  233 37 18.1
 OV0344:UTM  13      -  MIDWEST                                  235 13 34.7
 OV0344
 OV0344|---------------------------------------------------------------------|
 OV0344| PID    Reference Object                     Distance      Geod. Az  |
 OV0344|                                                           dddmmss.s |
 OV0344| OV0346 MIDWEST                             APPROX.15.0 KM 2342813.4 |
 OV0344|---------------------------------------------------------------------|
 OV0344
 OV0344                          SUPERSEDED SURVEY CONTROL
 OV0344
 OV0344  NAD 83(1986)-  43 26 37.86075(N)    106 05 57.16135(W) AD(       ) 3
 OV0344  NAD 27      -  43 26 37.96690(N)    106 05 55.10793(W) AD(       ) 3
 OV0344  NGVD 29 (07/19/86) 1912.5    (m)         6275.     (f) LEVELING    3  
 OV0344
 OV0344.Superseded values are not recommended for survey control.
 OV0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0344.See file dsdata.txt to determine how the superseded data were derived.
 OV0344
 OV0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ1105210693(NAD 83)
 OV0344_MARKER: DD = SURVEY DISK
 OV0344_SETTING: 0 = UNSPECIFIED SETTING
 OV0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0344
 OV0344  HISTORY     - Date     Condition        Report By
 OV0344  HISTORY     - 1955     MONUMENTED       USGS
 OV0344
 OV0344                          STATION DESCRIPTION
 OV0344
 OV0344'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OV0344'STATION IS LOCATED ABOUT 8.2 MI. NE. BY E. OF MIDWEST, IN NE. 1/4
 OV0344'SEC. 16, T 40 N, R 77 W.
 OV0344'
 OV0344'TO REACH FROM MIDWEST POST OFFICE, GO W. 0.1 MI. TO INTERSECTION,
 OV0344'TURN N., THEN GO 0.1 MI. TO INTERSECTION, TURN E., GO 0.55 MI. TO
 OV0344'JUNCTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY 387, PROCEED E. ON
 OV0344'STATE HIGHWAY 387 9.8 MI. TO GRADED RD. LEADING S., TO STANOLIND
 OV0344'SHERWOOD UNIT WELL NO. 1, FOLLOW GRADED RD. S. 5.8 MI. TO POINT
 OV0344'WHERE RD. CROSSES EARTH FILLED DAM AT STOCK RESERVOIR, CONTINUE ON
 OV0344'GRADED RD. S. 1.55 MI. TO TRACK RD. HEADING S., PROCEED S. ON TRACK
 OV0344'RD. 0.05 MI. THRU GATE TO INTERSECTION OF TRACK RDS., TURN RIGHT
 OV0344'(W.) AND FOLLOW TRACK RD. 1.5 MI. TO HIGHEST POINT ON PINE RIDGE,
 OV0344'STATION IS ABOUT 60 FT. W. OF THIS POINT.
 OV0344'
 OV0344'STATION MARK--STANDARD TABLET, SET IN CONCRETE, STAMPED ---SHERWOOD
 OV0344'1955---.
 OV0344'
 OV0344'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0375 ***********************************************************************
 NR0375  DESIGNATION -  SHIRLEY
 NR0375  PID         -  NR0375
 NR0375  STATE/COUNTY-  WY/CARBON
 NR0375  USGS QUAD   -  THE Q RANCH (1982)
 NR0375
 NR0375                         *CURRENT SURVEY CONTROL
 NR0375  ___________________________________________________________________
 NR0375* NAD 83(1993)-  42 09 59.68700(N)    106 33 23.49223(W)     ADJUSTED  
 NR0375* NAVD 88     -      2791.5    (meters)    9158.     (feet)  VERTCON   
 NR0375  ___________________________________________________________________
 NR0375  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 NR0375  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 NR0375
 NR0375  HORZ ORDER  -  FIRST
 NR0375
 NR0375.The horizontal coordinates were established by classical geodetic methods
 NR0375.and adjusted by the National Geodetic Survey in January 1997..
 NR0375
 NR0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0375
 NR0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0375
 NR0375.The geoid height was determined by GEOID03.
 NR0375
 NR0375;                    North         East     Units Scale Factor Converg.
 NR0375;SPC WYEC     -   285,371.487   464,187.169   MT  0.99998818   +0 31 17.3
 NR0375;UTM  13      - 4,669,444.163   371,427.410   MT  0.99980340   -1 02 42.1
 NR0375
 NR0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0375!SPC WYEC     -   0.99956441  x   0.99998818  =   0.99955259
 NR0375!UTM  13      -   0.99956441  x   0.99980340  =   0.99936789
 NR0375
 NR0375|---------------------------------------------------------------------|
 NR0375| PID    Reference Object                     Distance      Geod. Az  |
 NR0375|                                                           dddmmss.s |
 NR0375| CP5770 SHIRLEY RM 1                         68.275 METERS 04145     |
 NR0375| MP0580 SALT LAKE OMAHA AWY SITE 29 BN      APPROX.40.1 KM 1942601.6 |
 NR0375| CP5771 SHIRLEY RM 2                         18.014 METERS 20101     |
 NR0375| CP5772 SHIRLEY RM 3 AZIMUTH                               2650742.9 |
 NR0375|---------------------------------------------------------------------|
 NR0375
 NR0375                          SUPERSEDED SURVEY CONTROL
 NR0375
 NR0375  NAD 83(1986)-  42 09 59.67363(N)    106 33 23.48083(W) AD(       ) 1
 NR0375  NAD 27      -  42 09 59.81000(N)    106 33 21.37100(W) AD(       ) 1
 NR0375  NGVD 29 (07/19/86) 2790.2    (m)         9154.     (f) VERT ANG       
 NR0375
 NR0375.Superseded values are not recommended for survey control.
 NR0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0375.See file dsdata.txt to determine how the superseded data were derived.
 NR0375
 NR0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG7142769444(NAD 83)
 NR0375_MARKER: DD = SURVEY DISK
 NR0375_SETTING: 0 = UNSPECIFIED SETTING
 NR0375
 NR0375  HISTORY     - Date     Condition        Report By
 NR0375  HISTORY     - 1933     MONUMENTED       USGS
 NR0375  HISTORY     - 1948     GOOD             CGS
 NR0375  HISTORY     - 1951     GOOD             USGS
 NR0375
 NR0375                          STATION DESCRIPTION
 NR0375
 NR0375'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WM)
 NR0375'ABOUT 20 MILES NORTH OF HANNA, 25 MILES NORTHWEST OF MEDICINE
 NR0375'BOW, 4 MILES SOUTHWEST OF SHIRLEY POST OFFICE, ON MORE WESTERLY
 NR0375'OF 2 HIGHEST PEAKS OF SHIRLEY OR FREEZEOUT MOUNTAINS, AND ON
 NR0375'ROUGH PINNACLE OF ROCK ABOUT 10 FEET HIGH.  TO REACH FROM
 NR0375'MEDICINE BOW, FOLLOW MAIN GRADED ROAD (CASPER ROAD) NORTH 18
 NR0375'MILES, FOLLOW LEFT FORK (STRAIGHT AHEAD) NORTH AND WEST 18 MILES
 NR0375'TO END OF GRADED ROAD AT SMALL BRIDGE, FOLLOW RIGHT FORK 3.5
 NR0375'MILES TO QUEALEY Q RANCH HOUSE, FROM HERE FOLLOW OLD SAWMILL
 NR0375'ROAD SOUTHWEST 2 MILES TO MOUTH OF SAWMILL CANYON AND END OF
 NR0375'TRUCK TRAVEL, FOLLOW TRAIL UP CANYON 1-1/4 MILES TO POINT
 NR0375'NEAR OLD SAWMILL, THEN RIGHT TO WEST RIM OF CANYON, AND
 NR0375'FOLLOW WAGON TRAIL SOUTH AND SOUTHEAST ABOUT 2 MILES TO
 NR0375'STATION SITE.  THIS TRAIL PASSES ABOUT 50 YARDS NORTH OF
 NR0375'STATION SITE, AND STARTS DOWN GRADE.  THE ENTIRE SUMMIT OF
 NR0375'MOUNTAIN IS COVERED WITH DENSE GROWTH OF FIR AND LODGEPOLE, AND
 NR0375'WALKING, EXCEPT IN TRAILS AND CLEARINGS, IS VERY DIFFICULT.
 NR0375'THE SHEEP WAGON TRAIL RECROSSES SAWMILL CANYON CREEK THROUGH
 NR0375'BOGGY MEADOW JUST ABOVE POINT WHERE CREEK ENTERS ROCKY CANYON.
 NR0375'IT IS WELL BLAZED FROM HERE TO STATION SITE, AND IT IS VERY
 NR0375'ESSENTIAL THAT THIS TRAIL BE FOUND AND FOLLOWED.  A
 NR0375'TRIANGULAR BLAZE WAS PLACED ON 8-INCH FIR TREE OPPOSITE
 NR0375'STATION.  MARKED BY U.S. GEOLOGICAL SURVEY STATION DISK SET IN
 NR0375'SOLID ROCK.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 NR0375'BEDROCK.  NO. 1 IS NORTHEAST OF SHEEP WAGON TRAIL,
 NR0375'AND 224.0 FEET FROM STATION N 41 DEG 45 MIN E.  NO. 2 IS
 NR0375'NEAR END OF BACKBONE OF ROCKS, AND 59.10 FEET FROM STATION
 NR0375'S 21 DEG 01 MIN W.  NO. 3 IS ON OUTCROPPING LEDGE
 NR0375'APPROXIMATELY 1/2 MILE FROM STATION S 84 DEG 48 MIN W.
 NR0375
 NR0375                          STATION RECOVERY (1948)
 NR0375
 NR0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0375'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NR0375'THE REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED POSSIBLY
 NR0375'DUE TO THE ADVERSE CONDITIONS AT THE TIME OF THE SEARCH.
 NR0375'STATION WAS OBSERVED ON BUT NOT OCCUPIED IN 1948.
 NR0375'
 NR0375'ABOUT 20 MILES NORTH OF HANNA, 25 MILES NORTHWEST OF MEDICINE
 NR0375'BOW, 4 MILES SOUTHWEST OF SHIRLEY POST OFFICE, ON MORE WESTERLY
 NR0375'OF 2 HIGHEST PEAKS OF SHIRLEY OR FREEZEOUT MOUNTAINS, AND ON
 NR0375'ROUGH PINNACLE OF ROCK ABOUT 10 FEET HIGH.  TO REACH FROM
 NR0375'MEDICINE BOW, FOLLOW MAIN GRADED ROAD (CASPER ROAD) NORTH 18
 NR0375'MILES, FOLLOW LEFT FORK (STRAIGHT AHEAD) NORTH AND WEST 18
 NR0375'MILES TO END OF GRADED ROAD AT SMALL BRIDGE, FOLLOW LEFT FORK
 NR0375'3.5 MILES TO QUEALEY Q RANCH HOUSE, FROM HERE FOLLOW OLD
 NR0375'SAWMILL ROAD SOUTHWEST 2 MILES TO MOUTH OF SAWMILL CANYON AND
 NR0375'END OF TRUCK TRAVEL, FOLLOW TRAIL UP CANYON 1-1/4 MILES TO
 NR0375'POINT NEAR OLD SAWMILL, THEN RIGHT TO WEST RIM OF CANYON, AND
 NR0375'FOLLOW WAGON TRAIL SOUTH AND SOUTHEAST ABOUT 2 MILES TO
 NR0375'STATION SITE.  THIS TRAIL PASSES ABOUT 50 YARDS NORTH OF
 NR0375'STATION SITE, AND STARTS DOWN GRADE.  THE ENTIRE SUMMIT OF
 NR0375'MOUNTAIN IS COVERED WITH DENSE GROWTH OF FIR AND
 NR0375'LODGEPOLE, AND WALKING, EXCEPT IN TRAILS AND CLEARING,
 NR0375'IS VERY DIFFICULT.  THE SHEEP WAGON TRAIL RECROSSES SAWMILL
 NR0375'CANYON CREEK THROUGH BOGGY MEADOW JUST ABOVE POINT WHERE
 NR0375'CREEK ENTERS ROCKY CANYON.  IT IS WELL BLAZED FROM HERE TO
 NR0375'STATION SITE, AND IT IS VERY ESSENTIAL THAT THIS TRAIL BE
 NR0375'FOUND AND FOLLOWED.  A TRIANGULAR BLAZE WAS PLACED ON 8-INCH
 NR0375'FIR TREE OPPOSITE STATION.  MARKED BY U.S. GEOLOGICAL SURVEY
 NR0375'STATION DISK SET IN SOLID ROCK.  REFERENCE MARKS ARE STANDARD
 NR0375'REFERENCE DISKS IN BEDROCK.  NO. 1 IS NORTHEAST OF
 NR0375'SHEEP WAGON TRAIL, AND 224.0 FEET FROM STATION N 41 DEG 45 MIN E.
 NR0375'NO. 2 IS NEAR END OF BACKBONE OF ROCKS, AND 59.10
 NR0375'FEET FROM STATIONS 21 DEG 01 MIN W.  NO. 3 IS ON
 NR0375'OUTCROPPING LEDGE APPROXIMATELY 1/2 MILE FROM STATION
 NR0375'S 84 DEG 48 MIN W.
 NR0375
 NR0375                          STATION RECOVERY (1951)
 NR0375
 NR0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (HS)
 NR0375'RECOVERED AND REDESCRIBED AS FOLLOWS,
 NR0375'STATION IS LOCATED APPROX. 7.0 MI. S. AND 10.0 MI. E. OF LEO, WYOMING
 NR0375'POST OFFICE ON LONG TIMBERED RIDGE ON ROCK OUTCROP ABOUT 20 FT. HIGHER
 NR0375'THAN SURROUNDING AREA.
 NR0375'
 NR0375'TO REACH FROM LEO, WYOMING POST OFFICE PROCEED S. ON LEO HANNA RD. FOR
 NR0375'1.1 MI. TO COUNTY ROAD LEFT AND E.  TURN LEFT AND E. ON COUNTY RD. FOR
 NR0375'10.7 MI.  TURN RIGHT UP CAVE CREEK BY THE CORRALS OF THE CAVE CREEK
 NR0375'RANCH.  KEEP LEFT HAND AND MAIN RD. FOR 5.7 MI. TO Y-FORK IN RD.
 NR0375'TAKE RIGHT HAND RD. TO OLD ABANDONED LOG CABIN 0.2 MI.  CONTINUE 0.1
 NR0375'MI. TO CREEK CROSSING.  TURN LEFT IMMEDIATELY AFTER CROSSING CREEK FOR
 NR0375'1.8 MI. TURN SHARP LEFT AT Y-FORK AND USBM 30 P.A. 1951 ELEVATION
 NR0375'8761.9. PROCEED 1.0 MI. TO SHARP CURVE TO RIGHT.  CONTINUE STRAIGHT
 NR0375'ACROSS OPEN PARK AREA AND CROSS CREEK AT WELL BLAZED TRAIL.  CONTINUE
 NR0375'UP TRAIL  APPROX. 0.6 MI. THROUGH HEAVY TIMBER TO HIGHEST POINT AND
 NR0375'STATION.  STATION IS LOCATED ON ROCK OUTCROP ABOUT 20 FT. HIGH.
 NR0375'TRAIL CAN BE TRAVELED BY SMALL JEEP.  ABOUT 45 MIN. ON FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0268 ***********************************************************************
 NS0268  DESIGNATION -  SHO
 NS0268  PID         -  NS0268
 NS0268  STATE/COUNTY-  WY/FREMONT
 NS0268  USGS QUAD   -  DICKINSON PARK (1991)
 NS0268
 NS0268                         *CURRENT SURVEY CONTROL
 NS0268  ___________________________________________________________________
 NS0268* NAD 83(1993)-  42 45 00.80711(N)    109 01 05.25029(W)     ADJUSTED  
 NS0268* NAVD 88     -      3072.     (meters)   10079.     (feet)  SCALED    
 NS0268  ___________________________________________________________________
 NS0268  LAPLACE CORR-         -13.55  (seconds)                    DEFLEC99
 NS0268  GEOID HEIGHT-          -9.43  (meters)                     GEOID03
 NS0268
 NS0268  HORZ ORDER  -  THIRD
 NS0268
 NS0268.The horizontal coordinates were established by classical geodetic methods
 NS0268.and adjusted by the National Geodetic Survey in January 1997..
 NS0268
 NS0268.The orthometric height was scaled from a topographic map.
 NS0268
 NS0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0268
 NS0268.The geoid height was determined by GEOID03.
 NS0268
 NS0268;                    North         East     Units Scale Factor Converg.
 NS0268;SPC WYWC     -   249,942.706   578,049.837   MT  0.99994343   -0 10 55.2
 NS0268;SPC WY W     -   350,458.129   887,204.062   MT  1.00003102   +0 43 23.2
 NS0268;UTM  12      - 4,734,982.787   662,194.740   MT  0.99992366   +1 20 44.1
 NS0268
 NS0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0268!SPC WYWC     -   0.99951987  x   0.99994343  =   0.99946333
 NS0268!SPC WY W     -   0.99951987  x   1.00003102  =   0.99955088
 NS0268!UTM  12      -   0.99951987  x   0.99992366  =   0.99944357
 NS0268
 NS0268:                Primary Azimuth Mark                     Grid Az
 NS0268:SPC WYWC     -  MT ARTER                                 054 51 39.6
 NS0268:SPC WY W     -  MT ARTER                                 053 57 21.2
 NS0268:UTM  12      -  MT ARTER                                 053 20 00.3
 NS0268
 NS0268|---------------------------------------------------------------------|
 NS0268| PID    Reference Object                     Distance      Geod. Az  |
 NS0268|                                                           dddmmss.s |
 NS0268| NS0263 MT ARTER                            APPROX. 3.2 KM 0544044.4 |
 NS0268|---------------------------------------------------------------------|
 NS0268
 NS0268                          SUPERSEDED SURVEY CONTROL
 NS0268
 NS0268  NAD 83(1986)-  42 45 00.78840(N)    109 01 05.25531(W) AD(       ) 3
 NS0268  NAD 27      -  42 45 00.94000(N)    109 01 02.80000(W) AD(       ) 3
 NS0268
 NS0268.Superseded values are not recommended for survey control.
 NS0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0268.See file dsdata.txt to determine how the superseded data were derived.
 NS0268
 NS0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6219534983(NAD 83)
 NS0268_MARKER: DS = TRIANGULATION STATION DISK
 NS0268_SETTING: 80 = SET IN A BOULDER
 NS0268_SP_SET: SET IN DRILL HOLE IN A BOULDER
 NS0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0268+STABILITY: SURFACE MOTION
 NS0268
 NS0268  HISTORY     - Date     Condition        Report By
 NS0268  HISTORY     - 1936     MONUMENTED       CGS
 NS0268
 NS0268                          STATION DESCRIPTION
 NS0268
 NS0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0268'ABOUT 3-1/2 MILES SOUTH OF SHOSHONE LAKE, ABOUT 1/2 MILE WEST
 NS0268'OF JUNCTION OF SHOSHONE AND JOHNSON CREEKS, ON EAST END OF
 NS0268'HIGH ROCKY RIDGE HAVING ROCK THUMBS ON NORTH SHOULDER, ABOUT
 NS0268'20 FEET BELOW TOP OF RIDGE, 19 FEET NORTH OF VERTICAL ROCK WALL
 NS0268'AT NORTH SIDE OF TOP OF RIDGE, AND ABOUT 26 FEET EAST OF RIDGE
 NS0268'OF SHOULDER RUNNING TO NORTH.  TO REACH FROM STATION MOUNT ARTER
 NS0268'(SEE DESCRIPTION THEREOF) RETURN TO SHOSHONE LAKE, AND TAKE
 NS0268'TRAIL LEADING SOUTH UP VALLEY TO JUNCTION OF CREEKS MENTIONED
 NS0268'ABOVE.  HORSES MAY BE RIDDEN PART OF WAY UP NORTH SHOULDER.
 NS0268'BACK PACK TO TOP OF RIDGE AND STATION REQUIRES ABOUT 20
 NS0268'MINUTES.  STATION MARK IS STANDARD DISK WEDGED IN DRILL HOLE
 NS0268'NEAR WEST END OF SMALL BOULDER, ABOUT FLUSH WITH GROUND MOUNT
 NS0268'ARTER AZIMUTH MARK (SEE DESCRIPTION THEREOF) IS DISTANT
 NS0268'ABOUT 2 MILES N 74 DEG 19 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0260 ***********************************************************************
 OW0260  CBN         -  This is a Cooperative Base Network Control Station.
 OW0260  DESIGNATION -  SHOSHONE
 OW0260  PID         -  OW0260
 OW0260  STATE/COUNTY-  WY/FREMONT
 OW0260  USGS QUAD   -  SHOSHONI (1951)
 OW0260
 OW0260                         *CURRENT SURVEY CONTROL
 OW0260  ___________________________________________________________________
 OW0260* NAD 83(1993)-  43 10 47.99648(N)    108 00 26.84391(W)     ADJUSTED  
 OW0260* NAVD 88     -      1677.0    (meters)    5502.     (feet)  GPS OBS   
 OW0260  ___________________________________________________________________
 OW0260  X           -  -1,440,442.937 (meters)                     COMP
 OW0260  Y           -  -4,431,265.157 (meters)                     COMP
 OW0260  Z           -   4,343,242.920 (meters)                     COMP
 OW0260  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 OW0260  ELLIP HEIGHT-        1662.74  (meters)          (09/07/01) GPS OBS
 OW0260  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 OW0260
 OW0260  HORZ ORDER  -  B
 OW0260  ELLP ORDER  -  FOURTH    CLASS I
 OW0260
 OW0260.The horizontal coordinates were established by GPS observations
 OW0260.and adjusted by the National Geodetic Survey in October 1994..
 OW0260
 OW0260.The orthometric height was determined by GPS observations and a
 OW0260.high-resolution geoid model.
 OW0260
 OW0260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OW0260
 OW0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0260
 OW0260.The ellipsoidal height was determined by GPS observations
 OW0260.and is referenced to NAD 83.
 OW0260
 OW0260.The geoid height was determined by GEOID03.
 OW0260
 OW0260;                    North         East     Units Scale Factor Converg.
 OW0260;SPC WYWC     -   297,917.113   660,367.000   MT  0.99998231   +0 30 29.3
 OW0260;UTM  12      - 4,785,151.986   743,211.248   MT  1.00032772   +2 02 55.6
 OW0260;UTM  13      - 4,785,195.455   255,576.642   MT  1.00033499   -2 03 32.4
 OW0260
 OW0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0260!SPC WYWC     -   0.99973932  x   0.99998231  =   0.99972163
 OW0260!UTM  12      -   0.99973932  x   1.00032772  =   1.00006695
 OW0260!UTM  13      -   0.99973932  x   1.00033499  =   1.00007422
 OW0260
 OW0260:                Primary Azimuth Mark                     Grid Az
 OW0260:SPC WYWC     -  RIVERTON MUNICIPAL TANK                  240 48 48.1
 OW0260:UTM  12      -  RIVERTON MUNICIPAL TANK                  239 16 21.8
 OW0260:UTM  13      -  RIVERTON MUNICIPAL TANK                  243 22 49.8
 OW0260
 OW0260|---------------------------------------------------------------------|
 OW0260| PID    Reference Object                     Distance      Geod. Az  |
 OW0260|                                                           dddmmss.s |
 OW0260| OW0271 RIVERTON MUNICIPAL TANK             APPROX.35.9 KM 2411917.4 |
 OW0260| CP5773 SHOSHONE AZ MK                                     2682207.1 |
 OW0260| CP5774 SHOSHONE RM 1                         3.520 METERS 28727     |
 OW0260| OW0259 SHOSHONE C AND NW RR TANK           APPROX.10.0 KM 3072056.2 |
 OW0260| CP5775 SHOSHONE RM 2                        12.980 METERS 34557     |
 OW0260| OW0254 COPPER MTN ST TT MICROWAVE          APPROX.29.7 KM 3560300.8 |
 OW0260|---------------------------------------------------------------------|
 OW0260
 OW0260                          SUPERSEDED SURVEY CONTROL
 OW0260
 OW0260  ELLIP H (10/19/94) 1662.79   (m)                       GP(       ) 4 1
 OW0260  NAD 83(1986)-  43 10 47.98105(N)    108 00 26.84979(W) AD(       ) 1
 OW0260  NAD 27      -  43 10 48.13100(N)    108 00 24.52400(W) AD(       ) 1
 OW0260  NGVD 29 (11/06/89) 1676.20   (m)         5499.3    (f) LEVELING    3  
 OW0260
 OW0260.Superseded values are not recommended for survey control.
 OW0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0260.See file dsdata.txt to determine how the superseded data were derived.
 OW0260
 OW0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN4321185152(NAD 83)
 OW0260_MARKER: DS = TRIANGULATION STATION DISK
 OW0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0260_STAMPING: SHOSHONE 1931
 OW0260_MARK LOGO: CGS   
 OW0260_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0260+STABILITY: SURFACE MOTION
 OW0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OW0260+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1993
 OW0260
 OW0260  HISTORY     - Date     Condition        Report By
 OW0260  HISTORY     - 1931     MONUMENTED       CGS
 OW0260  HISTORY     - 1936     GOOD             CGS
 OW0260  HISTORY     - 1950     GOOD             USGS
 OW0260  HISTORY     - 1972     GOOD             NGS
 OW0260  HISTORY     - 1972     GOOD             NGS
 OW0260  HISTORY     - 19930717 GOOD             NGS
 OW0260
 OW0260                          STATION DESCRIPTION
 OW0260
 OW0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 OW0260'ABOUT 6-1/2 MILES AIR LINE SOUTHEAST OF SHOSHONI, 9 MILES EAST
 OW0260'OF BIG HORN RIVER, 3 MILES SOUTH OF POISON CREEK, IN SOUTHEAST
 OW0260'PART OF NORTHWEST QUARTER OF T. 37 N., R. 93 W., ON HIGHEST
 OW0260'OF GROUP OF LOW HILLS, TOP OF WHICH IS ROCKY.  TO REACH FROM
 OW0260'INTERSECTION OF U.S. HIGHWAYS 20 AND 320 IN SHOSHONI,
 OW0260'FOLLOW HIGHWAY 320 WEST 1.5 MILES TO DIRT ROAD LEADING
 OW0260'SOUTH JUST WEST OF POISON CREEK.  TURN LEFT AND AT 1.7
 OW0260'MILES TAKE LEFT FORK.  AT 2.6 MILES CROSS RAILROAD TRACK
 OW0260'AND GO SOUTHEASTERLY ON MAIN-TRAVELED ROAD.  AT 3.7 MILES
 OW0260'ENTER NORTH-SOUTH ROAD FROM WEST AND TURN RIGHT (SOUTH).  AT
 OW0260'5.7 MILES, Y, BEAR LEFT (SOUTHEAST).  AT 6.8 MILES, Y,
 OW0260'BEAR LEFT.  AT 9.2 MILES, Y, BEAR LEFT.  AT 10.6 MILES,
 OW0260'AZIMUTH MARK.  AT 10.9 MILES, STATION IS ON HIGHEST POINT,
 OW0260'100 YARDS TO LEFT (NORTH).  SURFACE AND UNDERGROUND MARKS
 OW0260'ARE STANDARD DISKS IN CONCRETE.  REFERENCE
 OW0260'MARKS ARE STANDARD DISKS IN OUTCROPPING BEDROCK.
 OW0260'NO. 1 IS 3.548 METERS (11.64 FEET) WEST OF STATION
 OW0260'N 71 DEG 51 MIN W.  NO. 2 IS 12.960 METERS (42.52 FEET) NORTH
 OW0260'N 14 DEG 01 MIN W.  DISTANCE BETWEEN REFERENCE MARKS IS 11.466
 OW0260'METERS (37.62 FEET).  AZIMUTH MARK IS STANDARD DISK IN
 OW0260'CONCRETE, FLUSH WITH GROUND, ABOUT 4 YARDS SOUTH
 OW0260'OF CENTER LINE OF ROAD AT MILEAGE 10.6 (SEE ABOVE), ABOUT 8
 OW0260'YARDS NORTH OF LONE RAILROAD TIE POST, AND ABOUT 0.3 MILE
 OW0260'WEST OF STATION S 88 DEG 22 MIN W.  BEARING FROM
 OW0260'STATION TO SHOSHONI, WATER TANK, IS N 52 DEG 38 MIN W.
 OW0260
 OW0260                          STATION RECOVERY (1950)
 OW0260
 OW0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0260'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 OW0260'USGS DESCRIPTION FOLLOWS
 OW0260'
 OW0260'STATION LOCATED ABOUT 6.0 MI. SE. OF SHOSHONI AND ABOUT 21.0 MI. NE.
 OW0260'OF RIVERTON ON HIGHEST OF GROUP OF LOW HILLS, TOP OF WHICH IS ROCKY.
 OW0260'
 OW0260'TO REACH FROM POST OFFICE IN SHOSHONI, GO S. TO U.S. 26 AND TURN RIGHT
 OW0260'AND FOLLOW HIGHWAY SW. FOR 1.5 MI. JUST BEYOND BRIDGE OVER POISON
 OW0260'CREEK.  TURN LEFT ON DIRT RD. FOR 0.1 MI. TO FORK.  TAKE LEFT FORK TO
 OW0260'RAILROAD TRACK, 0.9 MI.  CONTINUE ON MAIN RD. 0.9 MI. TO CATTLEGUARD.
 OW0260'DRIVE ON MAIN RD. FOR 1.5 MI. TO FORK.  TAKE LEFT FORK FOR 5.3 MI. TO
 OW0260'GROUP OF LOW ROCKY HILLS.  STATION ON HIGHEST HILL JUST N. OF RD.,
 OW0260'AND ABOUT 100 YDS. CLIMB.
 OW0260'
 OW0260'STATION MARK--STANDARD DISK SET IN CONCRETE AND PROJECTING ABOUT 10
 OW0260'IN. ABOVE SURFACE, STAMPED ---SHOSHONE 1931---.
 OW0260'
 OW0260'REFERENCE MARK NO. 1--STANDARD DISK IN OUTCROPPING BEDROCK, 11.64 FT.
 OW0260'W. OF STATION, N 71 DEG 51 MIN W.
 OW0260'
 OW0260'REFERENCE MARK NO. 2--STANDARD DISK IN OUTCROPPING BEDROCK, 42.52 FT.
 OW0260'N. OF STATION, N 14 DEG 01 MIN W.
 OW0260
 OW0260                          STATION RECOVERY (1972)
 OW0260
 OW0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 OW0260'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 OW0260'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE
 OW0260'OF 42 MINUTES IN THE DIRECTION TO REFERENCE MARK 1 WAS OBSERVED.
 OW0260'THE DIRECTION TO REFERENCE MARK 2 AND THE AZIMUTH MARK COMPARED
 OW0260'FAVORABLY WITH THE 1936 OBSERVATIONS.  A SHORTER DISTANCE OF
 OW0260'0.028 METER TO REFERENCE MARK 1 AND A GREATER DISTANCE OF 0.020
 OW0260'METER TO REFERENCE MARK 2 WERE NOTED AND VERIFIED.  A GREATER
 OW0260'DISTANCE OF 0.057 METER BETWEEN THE REFERENCE MARKS WAS ALSO
 OW0260'NOTED.  DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION
 OW0260'FOLLOWS--
 OW0260'
 OW0260'THE STATION IS LOCATED ABOUT 15 MILES WEST OF MONETA, 6.5
 OW0260'MILES SOUTHWEST OF SHOSHONI, 3 MILES SOUTH OF U.S. HIGHWAYS 20
 OW0260'AND 26 AND ON THE HIGHEST ONE OF A GROUP OF LOW ROCKY HILLS.
 OW0260'THE PROPERTY IS OWNED BY THE U.S. GOVERNMENT AND CONTROLLED BY THE
 OW0260'BUREAU OF LAND MANAGEMENT.
 OW0260'
 OW0260'TO REACH THE STATION FROM THE POST OFFICE IN SHOSHONI GO SOUTH
 OW0260'ON THE GRADED ROAD, CROSSING A RAILROAD TRACK, FOR 0.3 MILE TO
 OW0260'A CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE SOUTHERLY ON
 OW0260'THE GRADED ROAD FOR 2.4 MILES TO A FORK.  TAKE THE LEFT FORK
 OW0260'AND GO EASTERLY ON THE GRADED ROAD FOR 5.0 MILES TO THE AZIMUTH
 OW0260'MARK ON THE RIGHT.  CONTINUE EAST ON THE GRADED ROAD FOR 0.3
 OW0260'MILE TO A POINT JUST PAST THE HILL THAT THE STATION IS ON TO A
 OW0260'DIM TRACK ROAD LEFT.  TURN LEFT AND GO NORTH FOR ABOUT 300
 OW0260'FEET TO THE BASE OF THE HILL.  HERE PACK WEST UP HILL TO THE
 OW0260'HIGHEST POINT OF THE HILL AND THE STATION.  ABOUT A 5 MINUTE
 OW0260'PACK.
 OW0260'
 OW0260'THE STATION MARK IS A STANDARD DISK STAMPED SHOSHONE 1931, SET
 OW0260'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OW0260'ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 7 FEET NORTH
 OW0260'OF A METAL WITNESS POST WITH SIGN.
 OW0260'
 OW0260'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SHOSHONE NO 1 1931,
 OW0260'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 6 FEET LONG, 4
 OW0260'FEET WIDE AND PROJECTS 4 FEET ABOVE THE GROUND SURFACE.  IT IS
 OW0260'13.5 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN AND
 OW0260'ABOUT 3 FEET HIGHER THAN THE STATION.
 OW0260'
 OW0260'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SHOSHONE NO 2 1931,
 OW0260'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 10 FEET LONG,
 OW0260'8 FEET WIDE AND PROJECTS 8 FEET ON THE NORTH SIDE OF THE HILL.
 OW0260'IT IS 48.6 FEET NORTH OF A METAL WITNESS POST WITH SIGN AND ABOUT
 OW0260'THE SAME ELEVATION AS THE STATION.
 OW0260'
 OW0260'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SHOSHONE 1931 1936,
 OW0260'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 OW0260'1 INCH ABOVE THE GROUND SURFACE.  IT IS 23 FEET SOUTH OF THE CENTER
 OW0260'OF THE GRADED ROAD AND 2 FEET EAST OF A METAL WITNESS POST WITH
 OW0260'SIGN.
 OW0260'
 OW0260'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 OW0260'SOUTHEAST OF SHOSHONI.
 OW0260
 OW0260                          STATION RECOVERY (1972)
 OW0260
 OW0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 OW0260'STATION LOCATED ABOUT 6.0 MI. SE. OF SHOSHONE AND ABOUT 21.0 MI. NE.
 OW0260'OF RIVERTON ON HIGHEST OF GROUP OF LOW HILLS, TOP OF WHICH IS ROCKY.
 OW0260'
 OW0260'TO REACH FROM POST OFFICE IN SHOSHONE, GO S. TO U.S. 26 AND TURN RIGHT
 OW0260'AND FOLLOW HIGHWAY SW. FOR 1.5 MI. JUST BEYOND BRIDGE OVER POISON
 OW0260'CREEK.  TURN LEFT ON DIRT RD. FOR 0.1 MI. TO FORK.  TAKE LEFT FORK TO
 OW0260'RAILROAD TRACK, 0.9 MI.  CONTINUE ON MAIN RD. 0.9 MI. TO CATTLEGUARD.
 OW0260'DRIVE ON MAIN RD. FOR 1.5 MI. TO FORK.  TAKE LEFT FORK FOR 5.3 MI. TO
 OW0260'GROUP OF LOW ROCKY HILLS.  STATION ON HIGHEST HILL JUST N. OF RD. AND
 OW0260'ABOUT 100 YDS. CLIMB.
 OW0260'
 OW0260'STATION MARK--STANDARD DISK STAMPED---SHOSHONE 1931---, SET IN THE
 OW0260'TOP OF A 12 IN. SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 6 IN.
 OW0260'ABOVE THE GROUND SURFACE.
 OW0260
 OW0260                          STATION RECOVERY (1993)
 OW0260
 OW0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 OW0260'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OW0260'CONDITION.  THE AZIMUTH MARK FOUND WITH TOP OF POST BROKEN OFF.
 OW0260'STATION IS LOCATED ABOUT 10 KM (6.20 MI)  SOUTHEAST OF SHOSHONI, ALONG
 OW0260'A GRADED ROAD, ON A LOW ROCKY HILL, ABOUT 100 M (328.1 FT)  NORTH OF
 OW0260'THE ROAD, IN THE NORTHWEST 1/4 OF SECTION 16, T 37 N, R 93 W.
 OW0260'OWNERSHIP--STATE OF WYOMING. TO REACH FROM THE JUNCTION OF US HIGHWAYS
 OW0260'20, 26 AND STATE HIGHWAY 789 IN SHOSHONI, GO EAST ON HIGHWAYS 20 AND
 OW0260'26 FOR 0.12 KM (0.05 MI)  TO A CROSS STREET.  TURN RIGHT, SOUTH, ON
 OW0260'WYOMING STREET (PASSING POST OFFICE) FOR 0.15 KM (0.10 MI)  TO A CROSS
 OW0260'STREET.  CONTINUE AHEAD, CROSSING RAILROAD TRACKS, ON MUSKRAT ROAD FOR
 OW0260'4.13 KM (2.55 MI)  TO A FORK.  BEAR LEFT, EASTERLY, ON DAVISON RANCH
 OW0260'ROAD FOR 8.41 KM (5.20 MI)  TO A ROAD RIGHT LEADING TO OIL TANKS.
 OW0260'CONTINUE AHEAD FOR 0.43 KM (0.25 MI)  TO TOP OF RISE JUST PAST STATION
 OW0260'HILL ON THE LEFT. TURN SHARP LEFT, NORTHWEST, CROSS COUNTRY ON HIGH
 OW0260'GROUND FOR 0.08 KM (0.05 MI)  TO END OF TRUCK TRAVEL AT LOW RIDGE
 OW0260'LEADING WEST.  PACK WEST UP RIDGE FOR 75 M (246.1 FT)  TO HIGH GROUND
 OW0260'AND STATION. STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE
 OW0260'POST PROJECTING 15 CM ABOVE GROUND. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0424 ***********************************************************************
 PX0424  DESIGNATION -  SHOSHONE
 PX0424  PID         -  PX0424
 PX0424  STATE/COUNTY-  WY/PARK
 PX0424  USGS QUAD   -  IRMA FLATS (1987)
 PX0424
 PX0424                         *CURRENT SURVEY CONTROL
 PX0424  ___________________________________________________________________
 PX0424* NAD 83(1993)-  44 27 49.57909(N)    109 14 36.02761(W)     ADJUSTED  
 PX0424* NAVD 88     -      1810.5    (meters)    5940.     (feet)  VERTCON   
 PX0424  ___________________________________________________________________
 PX0424  LAPLACE CORR-         -19.92  (seconds)                    DEFLEC99
 PX0424  GEOID HEIGHT-         -10.29  (meters)                     GEOID03
 PX0424
 PX0424  HORZ ORDER  -  THIRD
 PX0424
 PX0424.The horizontal coordinates were established by classical geodetic methods
 PX0424.and adjusted by the National Geodetic Survey in January 1997..
 PX0424
 PX0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0424
 PX0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0424
 PX0424.The geoid height was determined by GEOID03.
 PX0424
 PX0424;                    North         East     Units Scale Factor Converg.
 PX0424;SPC WYWC     -   440,397.329   560,742.962   MT  0.99995645   -0 20 44.0
 PX0424;UTM  12      - 4,924,885.787   639,737.331   MT  0.99984014   +1 13 50.4
 PX0424
 PX0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0424!SPC WYWC     -   0.99971782  x   0.99995645  =   0.99967428
 PX0424!UTM  12      -   0.99971782  x   0.99984014  =   0.99955800
 PX0424
 PX0424:                Primary Azimuth Mark                     Grid Az
 PX0424:SPC WYWC     -  LOONE                                    289 15 04.1
 PX0424:UTM  12      -  LOONE                                    287 40 29.7
 PX0424
 PX0424|---------------------------------------------------------------------|
 PX0424| PID    Reference Object                     Distance      Geod. Az  |
 PX0424|                                                           dddmmss.s |
 PX0424| PX0433 LOONE                               APPROX. 4.1 KM 2885420.1 |
 PX0424|---------------------------------------------------------------------|
 PX0424
 PX0424                          SUPERSEDED SURVEY CONTROL
 PX0424
 PX0424  NAD 83(1986)-  44 27 49.56726(N)    109 14 36.02086(W) AD(       ) 3
 PX0424  NAD 27      -  44 27 49.71741(N)    109 14 33.46820(W) AD(       ) 3
 PX0424  NGVD 29 (07/19/86) 1809.4    (m)         5936.     (f) VERT ANG       
 PX0424
 PX0424.Superseded values are not recommended for survey control.
 PX0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0424.See file dsdata.txt to determine how the superseded data were derived.
 PX0424
 PX0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ3973724886(NAD 83)
 PX0424_MARKER: DD = SURVEY DISK
 PX0424_SETTING: 80 = SET IN A BOULDER
 PX0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0424+STABILITY: SURFACE MOTION
 PX0424
 PX0424  HISTORY     - Date     Condition        Report By
 PX0424  HISTORY     - 1947     MONUMENTED       USGS
 PX0424
 PX0424                          STATION DESCRIPTION
 PX0424
 PX0424'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0424'STATION IS LOCATED ABOUT 11 MI. ALMOST DUE SW. OF CODY, WYOMING, ON A
 PX0424'PROMINIENT BARE SPUR RIDGE WHICH EXTENDS OFF OF SHEEP MOUNTAIN NE. TO
 PX0424'FORM A LARGE RIDGE INTO THE SHOSHONE RESERVOIR.  STATION IS ABOUT 1.0
 PX0424'MI. W. OF THE W. SHORE OF THE LAKE AND ABOUT 2.0 MI. S. OF THE S.SHORE
 PX0424'OF THE MAIN BODY OF THE LAKE ON A ROCKY RIDGE WHICH IS THE HIGHEST
 PX0424'POINT ALONG THE RIDGE.
 PX0424'
 PX0424'TO REACH STATION FROM THE POST OFFICE IN CODY, WYOMING, FOLLOW THE S.
 PX0424'SHORE SECONDARY HIGHWAY FOR ABOUT 12 MI. TO THE INTERSECTION OF A
 PX0424'GRAVEL RD. W. TURN RIGHT ON GRAVEL AND FOLLOW FOR 1.9 MI. TO THE END
 PX0424'OF THE GRAVEL RD. AND RD. FORK LEFT.  CONTINUE ON RIGHT FORK FOR 0.9
 PX0424'MI. ACROSS A BRIDGE ON THE S. FORK RIVER TO A RD. FORK N., TURN N. AND
 PX0424'FOLLOW MAIN RD. FOR 1.0 MI. TO A RD. FORK AT GATE.  TAKE RIGHT FORK
 PX0424'AND FOLLOW MAIN RD. FOR 2.0 MI. TO A VERY DIM RD. W. TURN W. AND
 PX0424'FOLLOW DIM RD. SW. UNDER RIM FOR 0.4 MI. TO SMALL DRAIN. TURN W. UP
 PX0424'DRAIN TO TOP OF BENCH AND DRIVE ABOUT 1000 FT. TO FOOT OF RIDGE.
 PX0424'LEAVE TRUCK AND CLIMB TO TOP OF RIDGE.  STATION IS ON TOP OF A SMALL
 PX0424'KNOB.
 PX0424'
 PX0424'STATION MARK - STANDARD STATION TABLET STAMPED ---SHOSHONE 1947---
 PX0424'CEMENTED IN A LARGE EMBEDDED BOULDER.
 PX0424'
 PX0424'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET STAMPED ---NO.1---
 PX0424'CEMENTED IN A LARGE FLAT EMBEDDED BOULDER 28.18 FT. FROM STATION,
 PX0424'N 93 DEG 39 MIN W.
 PX0424'
 PX0424'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET STAMPED ---NO.2---
 PX0424'CEMENTED IN A LARGE EMBEDDED GRANITE BOULDER, 67.91 FT. FROM STATION,
 PX0424'N 36 DEG 02 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1278 ***********************************************************************
 PY1278  CBN         -  This is a Cooperative Base Network Control Station.
 PY1278  DESIGNATION -  SHOSHONE
 PY1278  PID         -  PY1278
 PY1278  STATE/COUNTY-  WY/TETON
 PY1278  USGS QUAD   -  CRAIG PASS (1986)
 PY1278
 PY1278                         *CURRENT SURVEY CONTROL
 PY1278  ___________________________________________________________________
 PY1278* NAD 83(1993)-  44 26 01.05056(N)    110 38 37.16723(W)     ADJUSTED  
 PY1278* NAVD 88     -      2551.1    (meters)    8370.     (feet)  GPS OBS   
 PY1278  ___________________________________________________________________
 PY1278  X           -  -1,608,950.939 (meters)                     COMP
 PY1278  Y           -  -4,270,661.216 (meters)                     COMP
 PY1278  Z           -   4,444,404.524 (meters)                     COMP
 PY1278  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 PY1278  ELLIP HEIGHT-        2542.59  (meters)          (09/07/01) GPS OBS
 PY1278  GEOID HEIGHT-          -8.72  (meters)                     GEOID03
 PY1278
 PY1278  HORZ ORDER  -  B
 PY1278  ELLP ORDER  -  FOURTH    CLASS I
 PY1278
 PY1278.The horizontal coordinates were established by GPS observations
 PY1278.and adjusted by the National Geodetic Survey in May 1992..
 PY1278
 PY1278.The orthometric height was determined by GPS observations and a
 PY1278.high-resolution geoid model.
 PY1278
 PY1278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1278
 PY1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1278
 PY1278.The ellipsoidal height was determined by GPS observations
 PY1278.and is referenced to NAD 83.
 PY1278
 PY1278.The geoid height was determined by GEOID03.
 PY1278
 PY1278;                    North         East     Units Scale Factor Converg.
 PY1278;SPC WY W     -   537,081.921   755,389.905   MT  0.99996196   -0 23 32.2
 PY1278;UTM  12      - 4,920,098.209   528,360.546   MT  0.99960989   +0 14 58.1
 PY1278
 PY1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1278!SPC WY W     -   0.99960149  x   0.99996196  =   0.99956346
 PY1278!UTM  12      -   0.99960149  x   0.99960989  =   0.99921153
 PY1278
 PY1278                          SUPERSEDED SURVEY CONTROL
 PY1278
 PY1278  ELLIP H (05/15/92) 2542.68   (m)                       GP(       ) 4 2
 PY1278  NAD 83(1993)-  44 26 01.04133(N)    110 38 37.15136(W) AD(       ) 1
 PY1278  NGVD 29 (04/22/91) 2549.9    (m)         8366.     (f) GPS OBS        
 PY1278
 PY1278.Superseded values are not recommended for survey control.
 PY1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1278.See file dsdata.txt to determine how the superseded data were derived.
 PY1278
 PY1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ2836120098(NAD 83)
 PY1278_MARKER: I = METAL ROD
 PY1278_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 PY1278_SP_SET: OBJECT DRIVEN INTO GROUND
 PY1278_MAGNETIC: I = MARKER IS A STEEL ROD
 PY1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1278+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1278
 PY1278  HISTORY     - Date     Condition        Report By
 PY1278  HISTORY     - 1987     MONUMENTED       NGS
 PY1278
 PY1278                          STATION DESCRIPTION
 PY1278
 PY1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1278'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF YELLOWSTONE
 PY1278'NATIONAL PARK, ABOUT 16.1 KM (10 MI) EAST-SOUTHEAST OF OLD FAITHFUL
 PY1278'JUNCTION, 5.6 KM (3.5 MI) WEST-NORTHWEST OF WEST THUMB JUNCTION,
 PY1278'2.4 KM (1.5 MI) EAST OF SHOSHONE LAKE OVERLOOK, IN A SMALL CLEARING
 PY1278'JUST WEST OF THE FIRST ROAD CROSSING OF THE CONTINENTAL DIVIDE WEST
 PY1278'OF WEST THUMB.  OWNERSHIP--NATIONAL PARK SERVICE.
 PY1278'
 PY1278'TO REACH THE STATION FROM WEST THUMB JUNCTION IN YELLOWSTONE
 PY1278'NATIONAL PARK, GO NORTHWEST FOR 6.8 KM (4.2 MI) ON THUMB-FAITHFUL
 PY1278'ROAD TO THE CONTINENTAL DIVIDE.  CONTINUE AHEAD FOR 0.2 KM (0.1 MI)
 PY1278'TO A CLEARING AT BOTTOM OF GRADE AND THE STATION ON THE LEFT.
 PY1278'
 PY1278'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 PY1278'THAT IS ---UNSTAMPED---,
 PY1278'DRIVEN TO A DEPTH OF 7.3 METERS (24.0 FT), RECESSED 10 CM BELOW
 PY1278'GROUND, ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE
 PY1278'STAMPED---SHOSHONE 1987---, FLUSH WITH GROUND.  LOCATED
 PY1278'35.0 METERS (114.8 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 PY1278'A CUT-BLOCK CULVERT HEADWALL,
 PY1278'20.2 METERS (66.3 FT) SOUTH FROM THE APPROXIMATE CENTER OF ROAD, 1
 PY1278'METER LOWER THAN THE ROAD AND
 PY1278'6.4 METERS (21.0 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST AT A
 PY1278'FEDERAL HIGHWAY ADMINISTRATION DISK.   ROAD IMPROVEMENTS IN
 PY1278'THE NEAR FUTURE WILL SLIGHTLY CHANGE MEASUREMENTS.
 PY1278'
 PY1278'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1278'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1278'
 PY1278'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1278'
 PY1278'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0259 ***********************************************************************
 OW0259  DESIGNATION -  SHOSHONE C AND NW RR TANK
 OW0259  PID         -  OW0259
 OW0259  STATE/COUNTY-  WY/FREMONT
 OW0259  USGS QUAD   -  SHOSHONI (1951)
 OW0259
 OW0259                         *CURRENT SURVEY CONTROL
 OW0259  ___________________________________________________________________
 OW0259* NAD 83(1993)-  43 14 03.95601(N)    108 06 18.30213(W)     ADJUSTED  
 OW0259* NAVD 88     -                                                        
 OW0259  ___________________________________________________________________
 OW0259  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 OW0259  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 OW0259
 OW0259  HORZ ORDER  -  THIRD
 OW0259
 OW0259.The horizontal coordinates were established by classical geodetic methods
 OW0259.and adjusted by the National Geodetic Survey in January 1997..
 OW0259
 OW0259
 OW0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0259
 OW0259.The geoid height was determined by GEOID03.
 OW0259
 OW0259;                    North         East     Units Scale Factor Converg.
 OW0259;SPC WYWC     -   303,898.350   652,383.510   MT  0.99997124   +0 26 30.4
 OW0259;UTM  12      - 4,790,918.197   735,067.096   MT  1.00027978   +1 59 02.0
 OW0259
 OW0259                          SUPERSEDED SURVEY CONTROL
 OW0259
 OW0259  NAD 83(1986)-  43 14 03.94083(N)    108 06 18.30877(W) AD(       ) 4
 OW0259  NAD 27      -  43 14 04.08800(N)    108 06 15.96100(W) AD(       ) 3
 OW0259
 OW0259.Superseded values are not recommended for survey control.
 OW0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0259.See file dsdata.txt to determine how the superseded data were derived.
 OW0259
 OW0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN3506790918(NAD 83)
 OW0259_MARKER: 51 = TANK
 OW0259
 OW0259  HISTORY     - Date     Condition        Report By
 OW0259  HISTORY     - 1936     FIRST OBSERVED   CGS
 OW0259
 OW0259                          STATION DESCRIPTION
 OW0259
 OW0259'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ9021 ***********************************************************************
 AJ9021  DESIGNATION -  SHR ARP
 AJ9021  PID         -  AJ9021
 AJ9021  STATE/COUNTY-  WY/SHERIDAN
 AJ9021  USGS QUAD   -  SHERIDAN (1977)
 AJ9021
 AJ9021                         *CURRENT SURVEY CONTROL
 AJ9021  ___________________________________________________________________
 AJ9021* NAD 83(1993)-  44 46 26.66405(N)    106 58 40.30077(W)     ADJUSTED  
 AJ9021* NAVD 88     -      1208.1    (meters)    3964.     (feet)  GPS OBS   
 AJ9021  ___________________________________________________________________
 AJ9021  X           -  -1,324,567.902 (meters)                     COMP
 AJ9021  Y           -  -4,338,461.289 (meters)                     COMP
 AJ9021  Z           -   4,470,401.789 (meters)                     COMP
 AJ9021  LAPLACE CORR-         -13.44  (seconds)                    DEFLEC99
 AJ9021  ELLIP HEIGHT-        1195.15  (meters)          (04/15/02) GPS OBS
 AJ9021  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 AJ9021
 AJ9021  HORZ ORDER  -  FIRST
 AJ9021  ELLP ORDER  -  SECOND    CLASS I
 AJ9021
 AJ9021.This mark is at Sheridan County Airport (SHR)
 AJ9021
 AJ9021.The horizontal coordinates were established by GPS observations
 AJ9021.and adjusted by the National Geodetic Survey in April 2002..
 AJ9021
 AJ9021.The orthometric height was determined by GPS observations and a
 AJ9021.high-resolution geoid model.
 AJ9021
 AJ9021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ9021
 AJ9021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ9021
 AJ9021.The ellipsoidal height was determined by GPS observations
 AJ9021.and is referenced to NAD 83.
 AJ9021
 AJ9021.The geoid height was determined by GEOID03.
 AJ9021
 AJ9021;                    North         East     Units Scale Factor Converg.
 AJ9021;SPC WYEC     -   574,820.294   428,136.014   MT  0.99994723   +0 15 01.3
 AJ9021;UTM  13      - 4,959,756.155   343,502.584   MT  0.99990117   -1 23 35.9
 AJ9021
 AJ9021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ9021!SPC WYEC     -   0.99981265  x   0.99994723  =   0.99975989
 AJ9021!UTM  13      -   0.99981265  x   0.99990117  =   0.99971384
 AJ9021
 AJ9021                          SUPERSEDED SURVEY CONTROL
 AJ9021
 AJ9021.No superseded survey control is available for this station.
 AJ9021
 AJ9021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4350359756(NAD 83)
 AJ9021_MARKER: DT = TOPOGRAPHIC STATION DISK
 AJ9021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ9021_STAMPING: ARP 1964
 AJ9021_MARK LOGO: CGS   
 AJ9021_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ9021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ9021+STABILITY: SURFACE MOTION
 AJ9021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9021+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 AJ9021
 AJ9021  HISTORY     - Date     Condition        Report By
 AJ9021  HISTORY     - 19640101 MONUMENTED       CGS
 AJ9021  HISTORY     - 20010710 GOOD             NGS
 AJ9021  HISTORY     - 20020523 MARK NOT FOUND   NGS
 AJ9021
 AJ9021                          STATION DESCRIPTION
 AJ9021
 AJ9021'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ9021'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF SHERIDAN AT THE
 AJ9021'SHERIDAN COUNTY
 AJ9021'AIRPORT, IN THE GRASS ALONG THE CENTER OF THE NORTH SIDE  OF RUNWAY
 AJ9021'5-23 (WHICH IS
 AJ9021'PRESENTLY UNDER CONSTRUCTOIN), AND NEARLY DUE NORTH OF YTHE 3RD RUNWAY
 AJ9021'LIGHT BASE
 AJ9021'SOUTHWEST OF THE REMOVED END OF RUNWAY 13.  OWNERSHIP--SHERIDAN COUNTY
 AJ9021'AIRPORT, 098
 AJ9021'WEST BRUNDAGE LANE ,  SHERIDAN, WY 82891-5896.  AIRPORT MANAGER IS
 AJ9021'NORMAN L. PECK.  PHONE
 AJ9021'307-674-4222, FAX 307-672-6795.  CONTACT HIM IN ADVANCE FOR PERMISSION
 AJ9021'TO OCCUPY THIS
 AJ9021'STATION AND FOR ACCESS THROUGH THE LOCKED GATE.
 AJ9021'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 25
 AJ9021'AND BRUNDAGE
 AJ9021'ROAD (STATE HIGHWAY 334) ON THE SOUTHEAST SIDE OF SHERIDAN, GO WEST ON
 AJ9021'BRUNDAGE ROAD
 AJ9021'FOR 1.7 MI TO A GATE ON THE LEFT JUST BEFORE THE OFFICE.  TURN LEFT,
 AJ9021'WEST, PASSING THROUGH
 AJ9021'THE GATE FOR 0.05 MI TO THE APRON.  TURN RIGHT, NORTH-NORTHWEST, ON
 AJ9021'THE APRON FOR 0.35
 AJ9021'MI TO THE GRASS ON THE NORTH SIDE OF RUNWAY 5-23..  TURN LEFT,
 AJ9021'SOUTHWEST, ALONG THE
 AJ9021'RUNWAY FOR 0.11 MI TO THE STATOIN.
 AJ9021'THE STATION IS SEYT IN THE TOP OF A 20 CM CONCRETE POST SET FLUSH WITH
 AJ9021'THE GROUND.  IT IS
 AJ9021'151.3 FT NORTHWEST OF THE 2ND RUNWAY LIGHT BASE SOUTHWEST OF THE OLD
 AJ9021'RUNWAY EDGE,
 AJ9021'74.3 FT NORTH OF THE 3RD RUNWAY LIGHT BASE FROM THE OLD RUNWAY, AND
 AJ9021'62.2
 AJ9021'WEST-NORTHWEST OF THE RUNWAY EDGE.
 AJ9021'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ9021'
 AJ9021
 AJ9021                          STATION RECOVERY (2002)
 AJ9021
 AJ9021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ED)
 AJ9021'CONSTRUCTION ON RWY 5-23 COULD HAVE DESTROYED THIS STATION. DISK COULD
 AJ9021'NOT BE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ9016 ***********************************************************************
 AJ9016  PACS        -  This is a Primary Airport Control Station.
 AJ9016  DESIGNATION -  SHR D
 AJ9016  PID         -  AJ9016
 AJ9016  STATE/COUNTY-  WY/SHERIDAN
 AJ9016  USGS QUAD   -  SHERIDAN (1977)
 AJ9016
 AJ9016                         *CURRENT SURVEY CONTROL
 AJ9016  ___________________________________________________________________
 AJ9016* NAD 83(1993)-  44 46 13.74278(N)    106 58 57.07106(W)     ADJUSTED  
 AJ9016* NAVD 88     -      1217.51   (meters)    3994.4    (feet)  GPS OBS   
 AJ9016  ___________________________________________________________________
 AJ9016  X           -  -1,325,004.653 (meters)                     COMP
 AJ9016  Y           -  -4,338,628.693 (meters)                     COMP
 AJ9016  Z           -   4,470,125.213 (meters)                     COMP
 AJ9016  LAPLACE CORR-         -13.72  (seconds)                    DEFLEC99
 AJ9016  ELLIP HEIGHT-        1204.57  (meters)          (04/15/02) GPS OBS
 AJ9016  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 AJ9016
 AJ9016  HORZ ORDER  -  B
 AJ9016  ELLP ORDER  -  SECOND    CLASS I
 AJ9016
 AJ9016.This mark is at Sheridan County Airport (SHR)
 AJ9016
 AJ9016.The horizontal coordinates were established by GPS observations
 AJ9016.and adjusted by the National Geodetic Survey in April 2002..
 AJ9016
 AJ9016.The orthometric height was determined by GPS observations and a
 AJ9016.high-resolution geoid model.
 AJ9016
 AJ9016.GPS derived orthometric heights for airport stations designated as
 AJ9016.PACS or SACS are published to 2 decimal places.  This maintains
 AJ9016.centimeter relative accuracy between the PACS and SACS.  It does
 AJ9016.not indicate centimeter accuracy relative to other marks which are
 AJ9016.part of the NAVD 88 network.
 AJ9016
 AJ9016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ9016
 AJ9016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ9016
 AJ9016.The ellipsoidal height was determined by GPS observations
 AJ9016.and is referenced to NAD 83.
 AJ9016
 AJ9016.The geoid height was determined by GEOID03.
 AJ9016
 AJ9016;                    North         East     Units Scale Factor Converg.
 AJ9016;SPC WYEC     -   574,419.855   427,769.015   MT  0.99994698   +0 14 49.4
 AJ9016;UTM  13      - 4,959,366.426   343,124.267   MT  0.99990263   -1 23 47.4
 AJ9016
 AJ9016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ9016!SPC WYEC     -   0.99981117  x   0.99994698  =   0.99975816
 AJ9016!UTM  13      -   0.99981117  x   0.99990263  =   0.99971382
 AJ9016
 AJ9016                          SUPERSEDED SURVEY CONTROL
 AJ9016
 AJ9016.No superseded survey control is available for this station.
 AJ9016
 AJ9016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4312459366(NAD 83)
 AJ9016_MARKER: I = METAL ROD
 AJ9016_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ9016_STAMPING: SHR D 2001
 AJ9016_MARK LOGO: NGS   
 AJ9016_PROJECTION: FLUSH
 AJ9016_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ9016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9016+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 AJ9016_ROD/PIPE-DEPTH: 9.5  meters
 AJ9016_SLEEVE-DEPTH  : 0.90 meters
 AJ9016
 AJ9016  HISTORY     - Date     Condition        Report By
 AJ9016  HISTORY     - 2001     MONUMENTED       NGS
 AJ9016  HISTORY     - 20010807 GOOD             NGS
 AJ9016  HISTORY     - 20020523 GOOD             NGS
 AJ9016
 AJ9016                          STATION DESCRIPTION
 AJ9016
 AJ9016'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ9016'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF SHERIDAN AT THE
 AJ9016'SHERIDAN COUNTY AIRPORT, IN THE GRASS BETWEEN RUNWAY 14-32 AND
 AJ9016'ITS PARALLEL TAXI, AND IN THE EAST QUADRANT OF THE JUNCTION OF
 AJ9016'RUNWAY 14-32 AND THE PARALLEL TAXI FOR RUNWAY 5-32,.
 AJ9016'OWNERSHIP--SHERIDAN COUNTY AIRPORT, 908 WEST BRUNDAGE LANE,
 AJ9016'SHERIDAN, WY 82891-5896.  AIRPORT MANAGER IS NORMAN L. FECK.  PHONE
 AJ9016'307-674-422, FAX 307-672-6795.  CONTACT HIM FOR PERMISSION TO OCCUPY
 AJ9016'THIS STATION AND ACCESS THROUGH THE LOCKED GATE.
 AJ9016'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 AJ9016'HIGHWAY 25 AND BRUNDAGE ROAD (STATE HIGHWAY 334) ON THE
 AJ9016'SOUTHEAST SIDE OF SHERIDAN, GO WEST ON BRUNDAGE ROAD FOR 1.7 MI
 AJ9016'TO A GATE ON THE LEFT JUST BEFORE THE OFFICE.  TURN LEFT, WEST,
 AJ9016'PASSING THROUGH THE GATE FOR 0.05 MI TO THE APRON.  TURN RIGHT,
 AJ9016'NORTH-NORTHWEST, ON THE APRON FOR 0.3 MI TO TAXI A.  TURN LEFT,
 AJ9016'SOUTHWEST, ALONG THE TAXI FOR 0.45 MI TO THE STATION ON THE LEFT.
 AJ9016'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN
 AJ9016'A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM ROUND
 AJ9016'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH
 AJ9016'THE GROUND.  IT IS 235.0 FT EAST-NORTHEAST OF THE EDGE OF RUNWAY
 AJ9016'14-32, 200.2 FT SOUTH-SOUTHEAST OF THE CENTER OF THE PARALLEL TAXI
 AJ9016'FOR RUNWAY 5-23 AND ON THE EXTENDED STOP LINE, 137.7 FTWEST OF THE
 AJ9016'CENTER OF A DRAIN, AND 113.5 FT WEST-SOUTHWEST OF THE CENTER OF
 AJ9016'TAXI B.
 AJ9016'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 9.5 M.
 AJ9016'NOTE--THIS IS THE PRIMARY AIRPORT CONTROL STATION (PACS).
 AJ9016' 
 AJ9016'
 AJ9016
 AJ9016                          STATION RECOVERY (2001)
 AJ9016
 AJ9016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ9016'RECOVERED AS DESCRIBED.
 AJ9016
 AJ9016                          STATION RECOVERY (2002)
 AJ9016
 AJ9016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ED)
 AJ9016'RECOVERED AS DESCRIBES NOTE THE FOLLOWING CHANGES
 AJ9016' 
 AJ9016'IT IS 235.0 FT EAST-NORTHEAST OF THE EDGE OF RWY 14-32, 206.4 FT
 AJ9016'SOUTH-SOUTHEAST OF THE
 AJ9016'SOUTHWEST CORNER OF SIGN BASE ON THE EXTENDED LINE OF HOLDBAR FOR RWY
 AJ9016'5-23, 141 FT
 AJ9016'SOUTHWEST OF THE CENTER OF A DRAIN, AND 213 FT SOUTH-SOUTHWEST OF THE
 AJ9016'CENTER OF TWY
 AJ9016'B.
 AJ9016'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ9020 ***********************************************************************
 AJ9020  SACS        -  This is a Secondary Airport Control Station.
 AJ9020  DESIGNATION -  SHR E
 AJ9020  PID         -  AJ9020
 AJ9020  STATE/COUNTY-  WY/SHERIDAN
 AJ9020  USGS QUAD   -  SHERIDAN (1977)
 AJ9020
 AJ9020                         *CURRENT SURVEY CONTROL
 AJ9020  ___________________________________________________________________
 AJ9020* NAD 83(1993)-  44 45 45.94235(N)    106 58 38.44448(W)     ADJUSTED  
 AJ9020* NAVD 88     -      1210.64   (meters)    3971.9    (feet)  GPS OBS   
 AJ9020  ___________________________________________________________________
 AJ9020  X           -  -1,324,787.927 (meters)                     COMP
 AJ9020  Y           -  -4,339,321.786 (meters)                     COMP
 AJ9020  Z           -   4,469,510.995 (meters)                     COMP
 AJ9020  LAPLACE CORR-         -13.97  (seconds)                    DEFLEC99
 AJ9020  ELLIP HEIGHT-        1197.72  (meters)          (04/15/02) GPS OBS
 AJ9020  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 AJ9020
 AJ9020  HORZ ORDER  -  FIRST
 AJ9020  ELLP ORDER  -  SECOND    CLASS I
 AJ9020
 AJ9020.This mark is at Sheridan County Airport (SHR)
 AJ9020
 AJ9020.The horizontal coordinates were established by GPS observations
 AJ9020.and adjusted by the National Geodetic Survey in April 2002..
 AJ9020
 AJ9020.The orthometric height was determined by GPS observations and a
 AJ9020.high-resolution geoid model.
 AJ9020
 AJ9020.GPS derived orthometric heights for airport stations designated as
 AJ9020.PACS or SACS are published to 2 decimal places.  This maintains
 AJ9020.centimeter relative accuracy between the PACS and SACS.  It does
 AJ9020.not indicate centimeter accuracy relative to other marks which are
 AJ9020.part of the NAVD 88 network.
 AJ9020
 AJ9020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ9020
 AJ9020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ9020
 AJ9020.The ellipsoidal height was determined by GPS observations
 AJ9020.and is referenced to NAD 83.
 AJ9020
 AJ9020.The geoid height was determined by GEOID03.
 AJ9020
 AJ9020;                    North         East     Units Scale Factor Converg.
 AJ9020;SPC WYEC     -   573,563.525   428,182.327   MT  0.99994726   +0 15 02.4
 AJ9020;UTM  13      - 4,958,498.634   343,512.832   MT  0.99990114   -1 23 33.6
 AJ9020
 AJ9020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ9020!SPC WYEC     -   0.99981224  x   0.99994726  =   0.99975951
 AJ9020!UTM  13      -   0.99981224  x   0.99990114  =   0.99971340
 AJ9020
 AJ9020                          SUPERSEDED SURVEY CONTROL
 AJ9020
 AJ9020.No superseded survey control is available for this station.
 AJ9020
 AJ9020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4351358499(NAD 83)
 AJ9020_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ9020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ9020_SP_SET: CONCRETE DRAIN
 AJ9020_STAMPING: SHR E 2001
 AJ9020_MARK LOGO: NGS   
 AJ9020_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ9020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ9020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ9020+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 AJ9020
 AJ9020  HISTORY     - Date     Condition        Report By
 AJ9020  HISTORY     - 2001     MONUMENTED       NGS
 AJ9020  HISTORY     - 20020523 GOOD             NGS
 AJ9020
 AJ9020                          STATION DESCRIPTION
 AJ9020
 AJ9020'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ9020'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF SHERIDAN AT THE
 AJ9020'SHERIDAN COUNTY AIRPORT, IN A LOW AREA IN THE GRASS BETWEEN
 AJ9020'RUNWAY 14-32 AND ITS PARALLEL TAXI, AND ALONG THE NORTHWEST SIDE
 AJ9020'OF THE FIRST CONNECTOR TAXI NORTHWEST OF RUNWAY END 32
 AJ9020'OWNERSHIP--SHERIDAN COUNTY AIRPORT, 908 WEST BRUNDAGE LANE,
 AJ9020'SHERIDAN, WY 82891-5896.  AIRPORT MANAGER IS NORMAN L. FECK.  PHONE
 AJ9020'307-674-422, FAX 307-672-6795.  CONTACT HIM FOR PERMISSION TO OCCUPY
 AJ9020'THIS STATION AND ACCESS THROUGH THE LOCKED GATE.
 AJ9020'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 AJ9020'HIGHWAY 25 AND BRUNDAGE ROAD (STATE HIGHWAY 334) ON THE
 AJ9020'SOUTHEAST SIDE OF SHERIDAN, GO WEST ON BRUNDAGE ROAD FOR 1.7 MI
 AJ9020'TO A GATE ON THE LEFT JUST BEFORE THE OFFICE.  TURN LEFT, WEST,
 AJ9020'PASSING THROUGH THE GATE FOR 0.05 MI TO THE APRON.  TURN RIGHT,
 AJ9020'NORTH-NORTHWEST, ON THE APRON FOR 0.3 MI TO TAXI A.  TURN LEFT,
 AJ9020'SOUTHWEST, ALONG THE TAXI FOR 0.4 MI  TO TAXI B.  TURN LEFT,
 AJ9020'SOUTH-SOUTHEAQST, ALONG THE TAXI FOR 0.6 MI TO THE STATION ON THE
 AJ9020'RIGHT.
 AJ9020'THE STATION IS SET IN THE TOP OF AND NEAR THE CENTER OF THE
 AJ9020'NORTHEAST SIDE OF A LARGE DRAIN.   IT IS 405.4 FT NORTH-NORTHWEST OF
 AJ9020'THE CONNECTOR TAXI CENTER, 336.0 FT EAST-NORTHEAST OF THE EDGE OF
 AJ9020'RUNWAY 14-32, 111.8 FT WEST-SOUTHWEST OF AND ABOUT 12 FT LOWER
 AJ9020'THAN THE CANTER OF TAXI B,  89.5 FT EAST-NORTHEAST OF THE EXTENDED
 AJ9020'STOP LINE, AND 2.7 FT EAST-SOUTHEAST OF THE DRAIN CENTER.
 AJ9020'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 AJ9020' 
 AJ9020'
 AJ9020
 AJ9020                          STATION RECOVERY (2002)
 AJ9020
 AJ9020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (ED)
 AJ9020'RECOVERED AS DESCRIBED
 AJ9020'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DE5169 ***********************************************************************
 DE5169  SACS        -  This is a Secondary Airport Control Station.
 DE5169  DESIGNATION -  SHR F
 DE5169  PID         -  DE5169
 DE5169  STATE/COUNTY-  WY/SHERIDAN
 DE5169  USGS QUAD   -  SHERIDAN (1977)
 DE5169
 DE5169                         *CURRENT SURVEY CONTROL
 DE5169  ___________________________________________________________________
 DE5169* NAD 83(1993)-  44 46 38.78045(N)    106 59 12.65976(W)     ADJUSTED  
 DE5169* NAVD 88     -      1222.68   (meters)    4011.4    (feet)  GPS OBS   
 DE5169  ___________________________________________________________________
 DE5169  X           -  -1,325,174.552 (meters)                     COMP
 DE5169  Y           -  -4,338,011.340 (meters)                     COMP
 DE5169  Z           -   4,470,677.605 (meters)                     COMP
 DE5169  LAPLACE CORR-         -13.40  (seconds)                    DEFLEC99
 DE5169  ELLIP HEIGHT-        1209.72  (meters)          (06/10/02) GPS OBS
 DE5169  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 DE5169
 DE5169  HORZ ORDER  -  FIRST
 DE5169  ELLP ORDER  -  THIRD     CLASS II
 DE5169
 DE5169.This mark is at Sheridan County Airport (SHR)
 DE5169
 DE5169.The horizontal coordinates were established by GPS observations
 DE5169.and adjusted by the National Geodetic Survey in June 2002..
 DE5169
 DE5169.The orthometric height was determined by GPS observations and a
 DE5169.high-resolution geoid model.
 DE5169
 DE5169.GPS derived orthometric heights for airport stations designated as
 DE5169.PACS or SACS are published to 2 decimal places.  This maintains
 DE5169.centimeter relative accuracy between the PACS and SACS.  It does
 DE5169.not indicate centimeter accuracy relative to other marks which are
 DE5169.part of the NAVD 88 network.
 DE5169
 DE5169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5169
 DE5169.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5169
 DE5169.The ellipsoidal height was determined by GPS observations
 DE5169.and is referenced to NAD 83.
 DE5169
 DE5169.The geoid height was determined by GEOID03.
 DE5169
 DE5169;                    North         East     Units Scale Factor Converg.
 DE5169;SPC WYEC     -   575,191.218   427,422.962   MT  0.99994674   +0 14 38.6
 DE5169;UTM  13      - 4,960,147.364   342,800.497   MT  0.99990388   -1 23 59.0
 DE5169
 DE5169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5169!SPC WYEC     -   0.99981036  x   0.99994674  =   0.99975711
 DE5169!UTM  13      -   0.99981036  x   0.99990388  =   0.99971426
 DE5169
 DE5169                          SUPERSEDED SURVEY CONTROL
 DE5169
 DE5169.No superseded survey control is available for this station.
 DE5169
 DE5169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4280060147(NAD 83)
 DE5169_MARKER: DH = HORIZONTAL CONTROL DISK
 DE5169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE5169_SP_SET: ELECTRICAL VAULT
 DE5169_STAMPING: SHR F 2002
 DE5169_MARK LOGO: NGS   
 DE5169_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5169+STABILITY: SURFACE MOTION
 DE5169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5169+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2002
 DE5169
 DE5169  HISTORY     - Date     Condition        Report By
 DE5169  HISTORY     - 20020523 MONUMENTED       NGS
 DE5169
 DE5169                          STATION DESCRIPTION
 DE5169
 DE5169'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (ED)
 DE5169'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF THE SHERIDAN COUNTY
 DE5169'AIRPORT, IN THE
 DE5169'GRASS BETWEEN TAXIWAY AND LOCALIZER ROAD. OWNERSHIP-- SHERIDAN COUNTY
 DE5169'AIRPORT, 908
 DE5169'WEST BRUNDAGE LANE, SHERIDAN, WY 82891-5896. AIRPORT MANAGER-- NORMAN
 DE5169'FECK PHONE
 DE5169'307-674-4222 FAX 307-672-6795. CONTACT FOR PERMISSION TO OCCUPY
 DE5169'STATION AND ACCESS TO
 DE5169'AIRFIELD.
 DE5169' 
 DE5169'TO REACH THE STATION FROM GATE 11, GO NORTHWEST ACROSS APRON FOR 0.2
 DE5169'MI TO TWY A. TURN
 DE5169'LEFT AND GO WEST-SOUTHWEST FOR 0.55 MI ALONG TWY A TO TWY B. TURN
 DE5169'RIGHT AND GO
 DE5169'NORTH-NORTHWEST FOR 0.45 MI ALONG TWY B, CROSSING RWY 5-23, TO THE
 DE5169'END. TURN LEFT ON
 DE5169'TWY B4 AND GO WEST-SOUTHWEST FOR 250 FT TO A ROAD ON THE RIGHT LEADING
 DE5169'TO THE
 DE5169'LOCALIZER AND THE STATION ON THE RIGHT.
 DE5169' 
 DE5169'THE STATION IS A NGS HORIZONTAL CONTROL DISK STAMPED-- SHR F 2002--
 DE5169'SET IN TOP OF AND 0.3 FT
 DE5169'SOUTH-SOUTHEAST OF  THE NORTH-NORTHWEST EDGE OF A 4.0 FT DIAMETER
 DE5169'CONCRETE
 DE5169'ELECTRICAL VAULT WITH A STEEL LID FLUSH WITH THE GROUND. IT IS 43.5 FT
 DE5169'NORTH-NORTHWEST
 DE5169'OF THE NORTH-NORTHWEST EDGE OF TWY B4, 31.5 FT EAST-NORTHEAST OF THE
 DE5169'EAST-NORTHEAST
 DE5169'EDGE OF THE ROAD AND 21.0 FT WEST-SOUTHWEST OF THE EXTENDED LINE OF
 DE5169'THE HOLD BAR ON
 DE5169'TWY B4.
 DE5169' 
 DE5169'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 DE5169'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0489 ***********************************************************************
 PW0489  DESIGNATION -  SHR MUN AIRPORT BEACON
 PW0489  PID         -  PW0489
 PW0489  STATE/COUNTY-  WY/SHERIDAN
 PW0489  USGS QUAD   -  SHERIDAN (1977)
 PW0489
 PW0489                         *CURRENT SURVEY CONTROL
 PW0489  ___________________________________________________________________
 PW0489* NAD 83(1993)-  44 46 22.70453(N)    106 58 08.59257(W)     ADJUSTED  
 PW0489* NAVD 88     -                                                        
 PW0489  ___________________________________________________________________
 PW0489  LAPLACE CORR-         -13.25  (seconds)                    DEFLEC99
 PW0489  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 PW0489
 PW0489  HORZ ORDER  -  THIRD
 PW0489
 PW0489.This mark is at Sheridan County Airport (SHR)
 PW0489
 PW0489.The horizontal coordinates were established by classical geodetic methods
 PW0489.and adjusted by the National Geodetic Survey in January 1997..
 PW0489
 PW0489
 PW0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0489
 PW0489.The geoid height was determined by GEOID03.
 PW0489
 PW0489;                    North         East     Units Scale Factor Converg.
 PW0489;SPC WYEC     -   574,701.160   428,833.711   MT  0.99994772   +0 15 23.6
 PW0489;UTM  13      - 4,959,617.065   344,196.544   MT  0.99989851   -1 23 13.5
 PW0489
 PW0489                          SUPERSEDED SURVEY CONTROL
 PW0489
 PW0489  NAD 83(1986)-  44 46 22.68920(N)    106 58 08.57017(W) AD(       ) 4
 PW0489  NAD 27      -  44 46 22.79100(N)    106 58 06.32500(W) AD(       ) 3
 PW0489
 PW0489.Superseded values are not recommended for survey control.
 PW0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0489.See file dsdata.txt to determine how the superseded data were derived.
 PW0489
 PW0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4419759617(NAD 83)
 PW0489_MARKER: 21 = AIRPORT BEACON
 PW0489_MARK LOGO: NONE  
 PW0489
 PW0489  HISTORY     - Date     Condition        Report By
 PW0489  HISTORY     - 1957     FIRST OBSERVED   CGS
 PW0489  HISTORY     - 1958     GOOD             CGS
 PW0489  HISTORY     - 1964     GOOD             CGS
 PW0489  HISTORY     - 1967     GOOD             CGS
 PW0489  HISTORY     - 1970     GOOD             NGS
 PW0489  HISTORY     - 1982     GOOD             NGS
 PW0489
 PW0489                          STATION DESCRIPTION
 PW0489
 PW0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0489'THE STATION IS AT THE SHERIDAN MUNICIPAL AIRPORT, 2-1/2 MILES
 PW0489'SOUTHWEST OF SHERIDAN.  THE BEACON IS SUPPORTED BY FOUR
 PW0489'STRUCTURAL STEEL LEGS, ORANGE AND WHITE IN COLOR AND 50 FEET
 PW0489'IN HEIGHT.  THE POINT OBSERVED WAS THE ROTATING WHITE AND
 PW0489'GREEN LIGHT.
 PW0489'
 PW0489'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 PW0489'SHERIDAN AIRPORT AND THE DISTANCE WAS FOUND TO BE 70.509
 PW0489'METERS.
 PW0489
 PW0489                          STATION RECOVERY (1958)
 PW0489
 PW0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 PW0489'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PW0489'THE DESCRIPTION IS ADEQUATE WITH THE ADDITION THAT THE SIGNS
 PW0489'DIRECTING TRAFFIC TO THE AIRPORT READ SHERIDAN COUNTY AIRPORT.
 PW0489
 PW0489                          STATION RECOVERY (1964)
 PW0489
 PW0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (PAC)
 PW0489'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 PW0489'DESCRIPTION IS ADEQUATE.
 PW0489
 PW0489                          STATION RECOVERY (1967)
 PW0489
 PW0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JVT)
 PW0489'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 PW0489'CONDITION.
 PW0489'
 PW0489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 2-1/2
 PW0489'MILES SW OF SHERIDAN.
 PW0489
 PW0489                          STATION RECOVERY (1970)
 PW0489
 PW0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 PW0489'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 PW0489'
 PW0489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 PW0489'SW OF SHERIDAN.
 PW0489
 PW0489                          STATION RECOVERY (1982)
 PW0489
 PW0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RAH)
 PW0489'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0437 ***********************************************************************
 NR0437  DESIGNATION -  SHYAN
 NR0437  PID         -  NR0437
 NR0437  STATE/COUNTY-  WY/CARBON
 NR0437  USGS QUAD   -  WILD HORSE MOUNTAIN (1982)
 NR0437
 NR0437                         *CURRENT SURVEY CONTROL
 NR0437  ___________________________________________________________________
 NR0437* NAD 83(1993)-  42 07 15.00554(N)    107 00 22.68037(W)     ADJUSTED  
 NR0437* NAVD 88     -      2107.1    (meters)    6913.     (feet)  VERTCON   
 NR0437  ___________________________________________________________________
 NR0437  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 NR0437  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 NR0437
 NR0437  HORZ ORDER  -  THIRD
 NR0437
 NR0437.The horizontal coordinates were established by classical geodetic methods
 NR0437.and adjusted by the National Geodetic Survey in January 1997..
 NR0437
 NR0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0437
 NR0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0437
 NR0437.The geoid height was determined by GEOID03.
 NR0437
 NR0437;                    North         East     Units Scale Factor Converg.
 NR0437;SPC WYEC     -   280,050.307   427,041.956   MT  0.99994649   +0 13 09.6
 NR0437;UTM  13      - 4,665,140.427   334,154.255   MT  0.99993844   -1 20 45.3
 NR0437
 NR0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0437!SPC WYEC     -   0.99967172  x   0.99994649  =   0.99961823
 NR0437!UTM  13      -   0.99967172  x   0.99993844  =   0.99961018
 NR0437
 NR0437:                Primary Azimuth Mark                     Grid Az
 NR0437:SPC WYEC     -  SEMINOE                                  320 20 11.1
 NR0437:UTM  13      -  SEMINOE                                  321 54 06.0
 NR0437
 NR0437|---------------------------------------------------------------------|
 NR0437| PID    Reference Object                     Distance      Geod. Az  |
 NR0437|                                                           dddmmss.s |
 NR0437| NR0434 SEMINOE                             APPROX. 6.7 KM 3203320.7 |
 NR0437|---------------------------------------------------------------------|
 NR0437
 NR0437                          SUPERSEDED SURVEY CONTROL
 NR0437
 NR0437  NAD 83(1986)-  42 07 14.99438(N)    107 00 22.67296(W) AD(       ) 3
 NR0437  NAD 27      -  42 07 15.14311(N)    107 00 20.50616(W) AD(       ) 3
 NR0437  NGVD 29 (07/19/86) 2105.9    (m)         6909.     (f) VERT ANG       
 NR0437
 NR0437.Superseded values are not recommended for survey control.
 NR0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0437.See file dsdata.txt to determine how the superseded data were derived.
 NR0437
 NR0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3415465140(NAD 83)
 NR0437_MARKER: DD = SURVEY DISK
 NR0437_SETTING: 66 = SET IN ROCK OUTCROP
 NR0437_SP_SET: SET IN ROCK OUTCROP
 NR0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0437+STABILITY: POSITION/ELEVATION WELL
 NR0437
 NR0437  HISTORY     - Date     Condition        Report By
 NR0437  HISTORY     - 1951     MONUMENTED       USGS
 NR0437
 NR0437                          STATION DESCRIPTION
 NR0437
 NR0437'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0437'STATION IS LOCATED ABOUT 23.0 MI. N. AND 5.5 MI. E. OF SINCLAIR,
 NR0437'WYOMING, ON A LOW ROCK OUTCROP.
 NR0437'
 NR0437'TO REACH FROM SINCLAIR HOTEL, PROCEED W. ALONG U.S. HWY.30 THREE
 NR0437'BLOCKS TO SEVENTH ST., THENCE N. 0.3 MI. TO CATTLEGUARD AND
 NR0437'CROSS ROAD, THENCE NE. ON MAIN TRAVELED RD. 3.3 MI. TO CROSS RD.THENCE
 NR0437'RIGHT 25.8 MI. TO FORK, THENCE LEFT 2.1 MI. TO GATE AND FORK, THENCE
 NR0437'LEFT 0.1 MI. TO FORK, THENCE LEFT 0.2 MI. TO FORK, THENCE LEFT 0.1 MI.
 NR0437'TO CROSS RD. THENCE AHEAD ABOUT 25 FT. TO FORK, THENCE RIGHT 0.4 MI.
 NR0437'TO END OF DAM, THENCE RIGHT ON DIM FORK 1.7 MI. TO DRAIN THENCE LEFT
 NR0437'ABOUT 500 FT. TO END OF ROCK OUTCROP, THENCE LEFT ALONG ROCK OUTCROP
 NR0437'ABOUT 700 FT. TO STATION.
 NR0437'
 NR0437'STATION MARK - STANDARD TABLET SET IN ROCK AND STAMPED
 NR0437'---LFR-SHYAN 1951 6909---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0335 ***********************************************************************
 PX0335  DESIGNATION -  SID
 PX0335  PID         -  PX0335
 PX0335  STATE/COUNTY-  WY/BIG HORN
 PX0335  USGS QUAD   -  LOVELL (1978)
 PX0335
 PX0335                         *CURRENT SURVEY CONTROL
 PX0335  ___________________________________________________________________
 PX0335* NAD 83(1993)-  44 51 37.08133(N)    108 29 47.76755(W)     ADJUSTED  
 PX0335* NAVD 88     -      1330.1    (meters)    4364.     (feet)  VERTCON   
 PX0335  ___________________________________________________________________
 PX0335  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 PX0335  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 PX0335
 PX0335  HORZ ORDER  -  FIRST
 PX0335
 PX0335.The horizontal coordinates were established by classical geodetic methods
 PX0335.and adjusted by the National Geodetic Survey in January 1997..
 PX0335
 PX0335.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0335
 PX0335.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0335
 PX0335.The geoid height was determined by GEOID03.
 PX0335
 PX0335;                    North         East     Units Scale Factor Converg.
 PX0335;SPC WYEC     -   584,998.848   308,063.037   MT  1.00004140   -0 49 14.2
 PX0335;SPC WYWC     -   484,371.714   620,026.863   MT  0.99994243   +0 10 43.5
 PX0335;UTM  12      - 4,970,480.569   697,785.312   MT  1.00008106   +1 45 59.1
 PX0335
 PX0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0335!SPC WYEC     -   0.99979353  x   1.00004140  =   0.99983492
 PX0335!SPC WYWC     -   0.99979353  x   0.99994243  =   0.99973597
 PX0335!UTM  12      -   0.99979353  x   1.00008106  =   0.99987457
 PX0335
 PX0335:                Primary Azimuth Mark                     Grid Az
 PX0335:SPC WYEC     -  LOVELL MUNICIPAL TANK                    108 19 51.1
 PX0335:SPC WYWC     -  LOVELL MUNICIPAL TANK                    107 19 53.4
 PX0335:UTM  12      -  LOVELL MUNICIPAL TANK                    105 44 37.8
 PX0335
 PX0335|---------------------------------------------------------------------|
 PX0335| PID    Reference Object                     Distance      Geod. Az  |
 PX0335|                                                           dddmmss.s |
 PX0335| PX0330 LOVELL MUNICIPAL TANK               APPROX. 8.6 KM 1073036.9 |
 PX0335| PX0333 LOVELL GREAT WESTERN SUGAR TK       APPROX. 7.7 KM 1084811.8 |
 PX0335| PX0334 LOVELL GREAT WESTERN SUGAR STK      APPROX. 7.6 KM 1092019.7 |
 PX0335| CQ7302 SID AZ MK                                          1312313.8 |
 PX0335| PX0391 BYRON MUNICIPAL TANK                APPROX. 7.1 KM 1854701.8 |
 PX0335| CQ7303 SID RM 1                              9.674 METERS 21708     |
 PX0335| CQ7304 SID RM 2                              8.700 METERS 31712     |
 PX0335|---------------------------------------------------------------------|
 PX0335
 PX0335                          SUPERSEDED SURVEY CONTROL
 PX0335
 PX0335  NAD 83(1986)-  44 51 37.07313(N)    108 29 47.75301(W) AD(       ) 1
 PX0335  NAD 27      -  44 51 37.24240(N)    108 29 45.31910(W) AD(       ) 1
 PX0335  NGVD 29 (07/19/86) 1329.2    (m)         4361.     (f) VERT ANG       
 PX0335
 PX0335.Superseded values are not recommended for survey control.
 PX0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0335.See file dsdata.txt to determine how the superseded data were derived.
 PX0335
 PX0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ9778570481(NAD 83)
 PX0335_MARKER: DS = TRIANGULATION STATION DISK
 PX0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0335_STAMPING: SID 1957
 PX0335_MARK LOGO: CGS   
 PX0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0335+STABILITY: SURFACE MOTION
 PX0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0335+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2005
 PX0335
 PX0335  HISTORY     - Date     Condition        Report By
 PX0335  HISTORY     - 1957     MONUMENTED       CGS
 PX0335  HISTORY     - 1973     GOOD             USAF
 PX0335  HISTORY     - 19820812 GOOD             NGS
 PX0335  HISTORY     - 20051223 GOOD             INDIV
 PX0335
 PX0335                          STATION DESCRIPTION
 PX0335
 PX0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0335'STATION IS ON THE HIGHEST POINT OF THE NORTHEASTERN END OF THE FIRST
 PX0335'RIDGE, WHICH IS ABOUT 2 MILES SOUTHWEST OF COWLEY.
 PX0335'
 PX0335'REACHED FROM THE POST OFFICE IN COWLEY BY GOING WESTERLY ON U.S.
 PX0335'HIGHWAY 310 FOR 0.4 MILE TO A SURFACED T-ROAD LEFT, BEAR LEFT
 PX0335'ON THE T-ROAD AND FOLLOW THE SURFACED ROAD, SOUTH FOR 1.1 MILE
 PX0335'TO A RAILROAD CROSSING, CROSS THE RAILROAD TRACKS AND CONTINUE
 PX0335'STRAIGHT FOR 0.1 MILE TO A GRADED ROAD RIGHT, BEAR RIGHT AND
 PX0335'FOLLOW THE GRADED ROAD, WESTERLY FOR 1.15 MILES TO THE TOP OF A
 PX0335'RIDGE AND A GRADED TRACK ROAD RIGHT, BEAR RIGHT ON THE TRACK
 PX0335'ROAD AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT, KEEP
 PX0335'STRAIGHT AHEAD, ON THE TRACK ROAD AND GO 0.25 MILE TO A FORK,
 PX0335'KEEP THE LEFT FORK AND CONTINUE FOR 0.35 MILE TO THE HIGHEST
 PX0335'POINT OF THE RIDGE AND STATION.
 PX0335'
 PX0335'STATION MARK IS A STANDARD DISK, STAMPED SID 1957, SET IN THE TOP
 PX0335'OF A 12 INCH SQUARE, CONCRETE POST PROJECTING 4 INCHES.  THE
 PX0335'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 PX0335'28 INCHES BELOW THE GROUND SURFACE.  A 4 IN X 4 IN WHITE WITNESS
 PX0335'POST WAS SET 5 FEET SOUTHEAST OF THE MARK.
 PX0335'
 PX0335'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SIDE NO 1 1957,
 PX0335'CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK
 PX0335'WHICH IS FLUSH WITH THE GROUND.
 PX0335'
 PX0335'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SID NO 2 1957,
 PX0335'CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK WHICH
 PX0335'IS FLUSH WITH THE GROUND.
 PX0335'
 PX0335'AZIMUTH MARK IS A STANDARD DIS, STAMPED SID 1957, CEMENTED IN A
 PX0335'DRILL HOLE, IN THE TOP OF A 9 X 18 FOOT BOULDER PROJECTING 7
 PX0335'FEET.  IT IS 27 FEET WEST-SOUTHWEST OF THE CENTER OF A TRACK
 PX0335'ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 13 FEET EAST OF
 PX0335'THE MARK.
 PX0335
 PX0335                          STATION RECOVERY (1973)
 PX0335
 PX0335'RECOVERY NOTE BY US AIR FORCE 1973
 PX0335'THE STATION, ITS REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND IN
 PX0335'GOOD CONDITION AS DESCRIBED.
 PX0335'
 PX0335'CURRENT ROUTE DESCRIPTION--TO REACH THE STATION FROM THE U.S.
 PX0335'POST OFFICE IN COWLEY, WY GO ON U.S. 310 WESTERLY 0.4 MILES TO
 PX0335'ROAD LEFT (WY 35).  TURN LEFT ON WY 35 AND GO SOUTH 1.1 MILES TO
 PX0335'RAILROAD CROSSING.  CONTINUE 0.1 MILES TO GRADED ROAD RIGHT.
 PX0335'TURN RIGHT FOR 1.15 MILES TO TOP OF RIDGE AND GRADED ROAD RIGHT
 PX0335'FOR 0.05 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE 0.3 MILES TO
 PX0335'FENCE LINE AND FORK IN ROAD.  TAKE RIGHT FORK TO HIGHEST POINT
 PX0335'AND STATION.
 PX0335
 PX0335                          STATION RECOVERY (1982)
 PX0335
 PX0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0335'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 PX0335'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE AZIMUTH
 PX0335'MARK WAS POSITIONED.  DISTANCE AND ANGLES CHECK THE 1957 DATA.  THE
 PX0335'STATION IS LOCATED ON THE HIGHEST POINT OF THE NORTHEASTERN END OF THE
 PX0335'FIRST RIDGE SOUTH OF SAGE CREEK AND ABOUT 3.2 KM (2.00 MI) SOUTHWEST
 PX0335'OF COWLEY, WYOMING.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 2, T 56 N,
 PX0335'R 97 W.  OWNERSHIP- BUREAU OF LAND MANAGEMENT, CONTACT NEAREST OFFICE.
 PX0335'TO REACH THE STATION FROM THE POST OFFICE IN COWLEY, GO WEST ON US
 PX0335'HIGHWAY 310 FOR 0.6 KM (0.35 MI) TO A SURFACED T-ROAD LEFT, WHICH IS
 PX0335'WYOMING HIGHWAY 35.  BEAR LEFT ON T-ROAD AND FOLLOW THE SURFACED ROAD
 PX0335'SOUTH FOR 1.8 KM (1.10 MI) TO A RAILROAD CROSSING. CROSS THE TRACKS
 PX0335'AND CONTINUE STRAIGHT FOR 0.2 KM (0.10 MI) TO THE CORNER OF ROAD 5 AND
 PX0335'ROAD 7.  BEAR RIGHT ON ROAD 5 A GRADED ROAD FOR 1.9 KM (1.20 MI) TO
 PX0335'THE TOP OF A RIDGE AND A SIDE ROAD RIGHT.  TURN RIGHT, WESTERLY FOR
 PX0335'0.1 KM (0.05 MI) TO A FORK.  TAKE THE RIGHT FORK, NORTHWESTERLY FOR
 PX0335'0.2 KM (0.10 MI) TO THE AZIMUTH MARK ON THE LEFT IN A SANDSTONE
 PX0335'FORMATION ABOUT 2.1 M (6.9 FT) ABOVE THE ROAD.  CONTINUE PAST THE
 PX0335'AZIMUTH MARK FOR 0.6 KM (0.35 MI) TO A GATE.  PASS THROUGH THE GATE
 PX0335'AND GO NORTHWEST FOR 0.2 KM (0.10 MI) TO A FORK.  TAKE THE RIGHT FORK,
 PX0335'NORTHWEST, UPHILL ALONG THE RIDGE FOR 0.6 KM (0.35 MI) TO THE STATION
 PX0335'ON THE HIGHEST POINT.
 PX0335' 
 PX0335'THE STATION IS A STANDARD CGS DISK STAMPED--SID 1957--, SET INTO THE
 PX0335'TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) (30 CM) ON SIDE
 PX0335'PROJECTING 7 INCHES (17 CM) ABOVE THE GROUND.  THE STATION MARK IS
 PX0335'LOCATED ON THE HIGHEST POINT OF THE EASTERLY OF TWO HIGH POINTS.  IT
 PX0335'IS LOCATED 6 FT (1.8 M) SW FROM A NORTHEAST FACING CLIFF WHICH FACES
 PX0335'COWLEY, WYOMING.
 PX0335' 
 PX0335'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--SID NO 1 1957--,
 PX0335'SET INTO ROCK OUTCROP.  THE REFERENCE MARK NO 1 IS AT THE EDGE OF A
 PX0335'ROCK OUTCROP OPPOSITE OF THE CLIFF FACING COWLEY, WYOMING, AND SET IN
 PX0335'THE SAME FORMATION RUNNING TO REFERENCE MARK NO 2.  IT IS SET IN A
 PX0335'DRILL HOLE AND CEMENTED IN BEDROCK.  IT IS 10 FT (3.0 M) LOWER THAN
 PX0335'THE STATION.
 PX0335' 
 PX0335'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--SID NO 2 1957--,
 PX0335'SET INTO ROCK OUTCROP.  THE REFERENCE MARK NO 1 IS ABOUT IN LINE WITH
 PX0335'THE STATION MARK IN RELATIONSHIP TO THE CLIFF FACE FACING COWLEY,
 PX0335'WYOMING.  IT IS SET IN A DRILL HOLE AND CEMENTED IN BEDROCK. IT IS 4
 PX0335'FT (1.2 M) LOWER THAN THE STATION.
 PX0335' 
 PX0335'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--SID 1957--, SET INTO
 PX0335'ROCK OUTCROP.  THE AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN THE TOP
 PX0335'OF A 2.7 M (8.9 FT) BY 5.5 M (18.0 FT) SANDSTONE BOULDER PROJECTING
 PX0335'ABOUT 2.1 M (6.9 FT) ABOVE THE ROAD.  THE DISK PROJECTS ABOUT 1 CM OR
 PX0335'1/2 INCH ABOVE THE SURFACE OF THE SANDSTONE BUT IS SOLID NOW.  IT IS
 PX0335'LOCATED 27 FT (8.2 M) WSW FROM THE CENTER OF A DIRT ROAD.  TO REACH
 PX0335'THE AZIMUTH MARK FROM THE STATION MARK, GO DOWNHILL, SOUTHEASTERLY
 PX0335'ALONG THE RIDGE FOR 0.6 KM (0.35 MI) TO A REVERSE FORK, CONTINUE
 PX0335'EASTERLY FOR 0.2 KM (0.10 MI) TO A GATE.  PASS THROUGH THE GATE,
 PX0335'CONTINUING EASTERLY FOR 0.6 KM (0.35 MI) TO THE AZIMUTH MARK ON THE
 PX0335'RIGHT.
 PX0335
 PX0335                          STATION RECOVERY (2005)
 PX0335
 PX0335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SHL)
 PX0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1050 ***********************************************************************
 MO1050  DESIGNATION -  SID
 MO1050  PID         -  MO1050
 MO1050  STATE/COUNTY-  WY/LARAMIE
 MO1050  USGS QUAD   -  MIDWAY SE (1991)
 MO1050
 MO1050                         *CURRENT SURVEY CONTROL
 MO1050  ___________________________________________________________________
 MO1050* NAD 83(1993)-  41 16 20.74564(N)    104 17 30.74077(W)     ADJUSTED  
 MO1050* NAVD 88     -      1673.     (meters)    5489.     (feet)  SCALED    
 MO1050  ___________________________________________________________________
 MO1050  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 MO1050  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 MO1050
 MO1050  HORZ ORDER  -  SECOND
 MO1050
 MO1050.The horizontal coordinates were established by classical geodetic methods
 MO1050.and adjusted by the National Geodetic Survey in January 1997..
 MO1050
 MO1050.The orthometric height was scaled from a topographic map.
 MO1050
 MO1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1050
 MO1050.The geoid height was determined by GEOID03.
 MO1050
 MO1050;                    North         East     Units Scale Factor Converg.
 MO1050;SPC WY E     -    86,143.336   273,292.884   MT  1.00000359   +0 34 37.5
 MO1050;UTM  13      - 4,569,241.788   559,308.922   MT  0.99964329   +0 28 01.6
 MO1050
 MO1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1050!SPC WY E     -   0.99974044  x   1.00000359  =   0.99974403
 MO1050!UTM  13      -   0.99974044  x   0.99964329  =   0.99938383
 MO1050
 MO1050|---------------------------------------------------------------------|
 MO1050| PID    Reference Object                     Distance      Geod. Az  |
 MO1050|                                                           dddmmss.s |
 MO1050| CQ4909 SID RM 1                             19.971 METERS 06710     |
 MO1050| CQ4908 SID AZ MK                                          1785933.3 |
 MO1050| CQ4910 SID RM 2                             17.575 METERS 18528     |
 MO1050|---------------------------------------------------------------------|
 MO1050
 MO1050                          SUPERSEDED SURVEY CONTROL
 MO1050
 MO1050  NAD 83(1986)-  41 16 20.73506(N)    104 17 30.73974(W) AD(       ) 2
 MO1050  NAD 27      -  41 16 20.80540(N)    104 17 28.89620(W) AD(       ) 2
 MO1050
 MO1050.Superseded values are not recommended for survey control.
 MO1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1050.See file dsdata.txt to determine how the superseded data were derived.
 MO1050
 MO1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF5930969242(NAD 83)
 MO1050_MARKER: DS = TRIANGULATION STATION DISK
 MO1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1050
 MO1050  HISTORY     - Date     Condition        Report By
 MO1050  HISTORY     - 1963     MONUMENTED       CGS
 MO1050
 MO1050                          STATION DESCRIPTION
 MO1050
 MO1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1050'THE STATION IS 5-1/2 MILES NORTH AND 3-1/2 MILES EAST OF BURNS,
 MO1050'ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE ROAD,
 MO1050'IN THE NORTHEAST QUARTER OF SECTION 15, T 15 N, R 62 W.
 MO1050'
 MO1050'TO REACH THE STATION FROM THE POST OFFICE IN BURNS, GO NORTH
 MO1050'ON A PAVED ROAD FOR 0.1 MILE TO A FORK.  BEAR RIGHT AND GO
 MO1050'EAST AND NORTH ON A PAVED ROAD FOR 5.9 MILES TO A SIDE ROAD
 MO1050'ON THE RIGHT AND A FIELD ROAD ON THE LEFT.  TURN RIGHT AND GO EAST
 MO1050'ON A GRAVELED ROAD FOR 3.0 MILES TO A TRACK ROAD ON THE RIGHT
 MO1050'AND A FIELD ENTRANCE ON THE LEFT.  TURN RIGHT AND GO SOUTH
 MO1050'ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 MO1050'
 MO1050'STATION MARKS ARE STANDARD DISKS STAMPED SID 1963.  THE
 MO1050'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 MO1050'SURFACE OF THE GROUND.  IT IS 26 FEET WEST OF THE CENTER OF
 MO1050'THE TRACK ROAD, 7.5 FEET EAST OF A FENCE AND 7 FEET EAST OF
 MO1050'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 MO1050'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 MO1050'GROUND.
 MO1050'
 MO1050'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SID NO 1 1963,
 MO1050'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 MO1050'THE GROUND.  IT IS 28 FEET EAST OF THE CENTER OF THE TRACK
 MO1050'ROAD AND 1 FOOT WEST OF A FENCE.
 MO1050'
 MO1050'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SID NO 2 1963,
 MO1050'IS SET IN A SQUARE CONCRETE POST 2 INCHES BELOW THE SURFACE
 MO1050'OF THE GROUND.  IT IS 31 FEET WEST OF THE CENTER OF THE
 MO1050'TRACK ROAD AND 1 FOOT EAST OF A FENCE.
 MO1050'
 MO1050'AZIMUTH MARK, A STANDARD DISK STAMPED SID 1963, IS SET IN A
 MO1050'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 MO1050'IT IS 27 FEET EAST OF THE CENTER OF THE TRACK ROAD, 2.6 FEET
 MO1050'NORTHWEST OF A METAL WITNESS POST AND 1.5 FEET WEST OF A FENCE.
 MO1050'
 MO1050'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 MO1050'TRACK ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 MO1050'
 MO1050'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MO1050'
 MO1050'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0660 ***********************************************************************
 MP0660  DESIGNATION -  SIERRA
 MP0660  PID         -  MP0660
 MP0660  STATE/COUNTY-  WY/CARBON
 MP0660  USGS QUAD   -  POLE GULCH (1961)
 MP0660
 MP0660                         *CURRENT SURVEY CONTROL
 MP0660  ___________________________________________________________________
 MP0660* NAD 83(1993)-  41 23 55.50951(N)    107 22 40.71128(W)     ADJUSTED  
 MP0660* NAVD 88     -      2522.2    (meters)    8275.     (feet)  VERTCON   
 MP0660  ___________________________________________________________________
 MP0660  LAPLACE CORR-          10.39  (seconds)                    DEFLEC99
 MP0660  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 MP0660
 MP0660  HORZ ORDER  -  SECOND
 MP0660
 MP0660.The horizontal coordinates were established by classical geodetic methods
 MP0660.and adjusted by the National Geodetic Survey in January 1997..
 MP0660
 MP0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0660
 MP0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0660
 MP0660.The geoid height was determined by GEOID03.
 MP0660
 MP0660;                    North         East     Units Scale Factor Converg.
 MP0660;SPC WYEC     -   199,803.840   396,266.996   MT  0.99993767   -0 01 46.3
 MP0660;UTM  13      - 4,585,752.746   301,211.515   MT  1.00008634   -1 34 23.0
 MP0660
 MP0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0660!SPC WYEC     -   0.99960655  x   0.99993767  =   0.99954424
 MP0660!UTM  13      -   0.99960655  x   1.00008634  =   0.99969286
 MP0660
 MP0660|---------------------------------------------------------------------|
 MP0660| PID    Reference Object                     Distance      Geod. Az  |
 MP0660|                                                           dddmmss.s |
 MP0660| CP5779 SIERRA RM 1                          14.995 METERS 08025     |
 MP0660| CP5778 SIERRA AZ MK                                       0903213.7 |
 MP0660| CP5780 SIERRA RM 2                          17.249 METERS 17851     |
 MP0660|---------------------------------------------------------------------|
 MP0660
 MP0660                          SUPERSEDED SURVEY CONTROL
 MP0660
 MP0660  NAD 83(1986)-  41 23 55.49920(N)    107 22 40.70178(W) AD(       ) 2
 MP0660  NAD 27      -  41 23 55.64400(N)    107 22 38.49000(W) AD(       ) 2
 MP0660  NGVD 29 (07/19/86) 2520.9    (m)         8271.     (f) VERT ANG       
 MP0660
 MP0660.Superseded values are not recommended for survey control.
 MP0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0660.See file dsdata.txt to determine how the superseded data were derived.
 MP0660
 MP0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF0121285753(NAD 83)
 MP0660_MARKER: DS = TRIANGULATION STATION DISK
 MP0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0660
 MP0660  HISTORY     - Date     Condition        Report By
 MP0660  HISTORY     - 1937     MONUMENTED       CGS
 MP0660  HISTORY     - 1961     GOOD             USGS
 MP0660
 MP0660                          STATION DESCRIPTION
 MP0660
 MP0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0660'STATION IS ON THE SUMMIT OF THE CONTINENTAL DIVIDE.  ABOUT
 MP0660'24 MILES SSW FROM RAWLINS, WYOMING.  ABOUT 23 MILES NNE FROM
 MP0660'DIXON, WYOMING.  ON THE TOP OF A LOW FLAT HILL THAT IS COVERED
 MP0660'WITH SAGE BRUSH.  AND ABOUT 4 MILES N FROM THE RANCH HOUSES
 MP0660'AT MC CARTHY RANCH.
 MP0660'
 MP0660'TO REACH FROM RAWLINS, WYOMING, GO W FROM RAILROAD STATION
 MP0660'0.1 MILE TO FIRST ROAD S.  TURN LEFT (S) AND GO 0.2 MILE,
 MP0660'CROSSING TRACKS, TO FIRST ROAD RIGHT (W).  TURN RIGHT AND GO
 MP0660'0.15 MILE ON ROAD ALONG FENCE.  TO ROAD S.  TURN LEFT (S),
 MP0660'CROSSING BRIDGE, AND GO 5.65 MILES ON MAIN TRAVELED ROAD TO
 MP0660'GAS METER SNACK AT ROADSIDE AND OIL WELL 1/4 MILE N.  CONTINUE
 MP0660'ON MAIN TRAVELED ROAD TO PROMINENT POND 1/4 MILE N OF ROAD.
 MP0660'CONTINUE 2.0 MILES TO ANOTHER OIL WELL LYING 1/8 MILE N OF
 MP0660'ROAD.  CONTINUE ON MAIN TRAVELED ROAD GENERALLY S 13.6 MILES
 MP0660'TO FORK.  CONTINUE ON MAIN TRAVELED ROAD SOUTHERLY 5.6 MILES
 MP0660'TO FORK.  TAKE RIGHT FORK, A GOOD GRADED ROAD, AND GO ON
 MP0660'MAIN TRAVELED ROAD GENERALLY SW 4.9 MILES TO TOP OF
 MP0660'CONTINENTAL DIVIDE.  (AT THIS POINT MC CARTHY RANCH LIES
 MP0660'4.3 MILES SOUTHERLY ON MAIN TRAVELED ROAD DOWN HILL).  TURN
 MP0660'RIGHT ON BLADED ROAD WINDING UP TO TOP OF RIDGE AND ALONG
 MP0660'TOP OF RIDGE W 2.8 MILES TO FORK.  TAKE LEFT FORK (LEAVING
 MP0660'MAIN TRAVELED ROAD) AND GO 0.7 MILE TO TOP OF HILL.  TURN
 MP0660'RIGHT, ACROSS COUNTRY, PICKING UP CATTLE TRAIL IN SHALLOW
 MP0660'SADDLE, AND GO 1.1 MILE TO HIGHEST POINT OF HIGHEST
 MP0660'FLAT-TOPPED HILL TO WESTWARD.  STATION IS ON HIGHEST
 MP0660'POINT.
 MP0660'
 MP0660'R.M. NO. 1 LIES ENE OF STATION AND IS ABOUT THE SAME ELEVATION.
 MP0660'IT PROJECTS ABOUT 9 INCHES.
 MP0660'
 MP0660'R.M. NO. 2 LIES S OF STATION AND IS ABOUT SAME ELEVATION AS
 MP0660'STATION.  IT PROJECTS ABOUT 10 INCHES.
 MP0660'
 MP0660'AZIMUTH MARK IS ABOUT 0.4 MILES (0.45 MILE BY SPEEDOMETER)
 MP0660'EAST OF STATION AND SOMEWHAT LOWER.  IT IS AT THE N SIDE OF
 MP0660'THE CATTLE TRAIL FOLLOWED IN REACHING THE STATION.  IT PROJECTS
 MP0660'ABOUT 9 INCHES.
 MP0660'
 MP0660'NOTE--ALL MARKS ARE STANDARD DISKS CEMENTED IN THE TOPS OF
 MP0660'TAPERED CONCRETE POSTS 10 INCHES SQUARE AT THEIR TOPS.
 MP0660
 MP0660                          STATION RECOVERY (1961)
 MP0660
 MP0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MP0660'RECOVERED.
 MP0660'
 MP0660'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0443 ***********************************************************************
 OU0443  DESIGNATION -  SIEVERS
 OU0443  PID         -  OU0443
 OU0443  STATE/COUNTY-  WY/CAMPBELL
 OU0443  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0443
 OU0443                         *CURRENT SURVEY CONTROL
 OU0443  ___________________________________________________________________
 OU0443* NAD 83(1993)-  43 39 06.12596(N)    105 45 52.70811(W)     ADJUSTED  
 OU0443* NAVD 88     -      1646.7    (meters)    5403.     (feet)  VERTCON   
 OU0443  ___________________________________________________________________
 OU0443  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 OU0443  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 OU0443  OBS GRAVITY -     979,999.4   (mgal)                       GRAV_OBS
 OU0443
 OU0443  HORZ ORDER  -  THIRD
 OU0443
 OU0443.The horizontal coordinates were established by classical geodetic methods
 OU0443.and adjusted by the National Geodetic Survey in January 1997..
 OU0443
 OU0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0443
 OU0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0443
 OU0443.The geoid height was determined by GEOID03.
 OU0443.The observed gravity was obtained from relative gravimeter ties
 OU0443.to the IGSN71 gravity network.
 OU0443
 OU0443;                    North         East     Units Scale Factor Converg.
 OU0443;SPC WY E     -   350,226.472   151,762.037   MT  0.99996611   -0 24 46.0
 OU0443;UTM  13      - 4,833,473.319   438,338.000   MT  0.99964677   -0 31 40.2
 OU0443
 OU0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0443!SPC WY E     -   0.99974414  x   0.99996611  =   0.99971026
 OU0443!UTM  13      -   0.99974414  x   0.99964677  =   0.99939100
 OU0443
 OU0443:                Primary Azimuth Mark                     Grid Az
 OU0443:SPC WY E     -  PINE TREE                                216 25 51.7
 OU0443:UTM  13      -  PINE TREE                                216 32 45.9
 OU0443
 OU0443|---------------------------------------------------------------------|
 OU0443| PID    Reference Object                     Distance      Geod. Az  |
 OU0443|                                                           dddmmss.s |
 OU0443| OU0448 PINE TREE                           APPROX. 5.8 KM 2160105.7 |
 OU0443|---------------------------------------------------------------------|
 OU0443
 OU0443                          SUPERSEDED SURVEY CONTROL
 OU0443
 OU0443  NAD 83(1986)-  43 39 06.10655(N)    105 45 52.68363(W) AD(       ) 3
 OU0443  NAD 27      -  43 39 06.20652(N)    105 45 50.67911(W) AD(       ) 3
 OU0443  NGVD 29 (07/19/86) 1645.9    (m)         5400.     (f) VERT ANG       
 OU0443
 OU0443.Superseded values are not recommended for survey control.
 OU0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0443.See file dsdata.txt to determine how the superseded data were derived.
 OU0443
 OU0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ3833833473(NAD 83)
 OU0443_MARKER: DD = SURVEY DISK
 OU0443_SETTING: 0 = UNSPECIFIED SETTING
 OU0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0443
 OU0443  HISTORY     - Date     Condition        Report By
 OU0443  HISTORY     - 1952     MONUMENTED       USGS
 OU0443
 OU0443                          STATION DESCRIPTION
 OU0443
 OU0443'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0443'THE STATION IS LOCATED ON A PROMINENT KNOLL, NW. OF PINE TREE.
 OU0443'
 OU0443'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 387 AND STATE SECONDARY
 OU0443'109 AT PINE TREE, GO N. ON SECONDARY 109 FOR 2.4 MI. TO GATE IN E-W.
 OU0443'FENCE.  TURN RIGHT THROUGH GATE AND GO E. FOR 1.1 MI. ALONG CREST OF
 OU0443'RIDGE TO SECOND ROCKY KNOLL AND STATION.
 OU0443'
 OU0443'STATION MARK--STANDARD TABLET, IN CONCRETE POST, STAMPED ---SIEVERS
 OU0443'1952---.
 OU0443'
 OU0443'REFERENCE MARK NO. 1--REINFORCING STEEL ROD, PROTRUDING FROM
 OU0443'CONCRETE POST, 44.62 FT. DISTANT, S 88 DEG 49 MIN W.
 OU0443'
 OU0443'REFERENCE MARK NO. 2--STANDARD TABLET, IN FLAT ROCK, 39.85 FT.
 OU0443'DISTANT, N 01 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0444 ***********************************************************************
 OW0444  DESIGNATION -  SIEZMO
 OW0444  PID         -  OW0444
 OW0444  STATE/COUNTY-  WY/FREMONT
 OW0444  USGS QUAD   -  WISE FLAT (1993)
 OW0444
 OW0444                         *CURRENT SURVEY CONTROL
 OW0444  ___________________________________________________________________
 OW0444* NAD 83(1993)-  43 07 09.29158(N)    109 04 59.98592(W)     ADJUSTED  
 OW0444* NAVD 88     -      2010.9    (meters)    6597.     (feet)  VERTCON   
 OW0444  ___________________________________________________________________
 OW0444  LAPLACE CORR-         -21.37  (seconds)                    DEFLEC99
 OW0444  GEOID HEIGHT-         -10.15  (meters)                     GEOID03
 OW0444
 OW0444  HORZ ORDER  -  THIRD
 OW0444
 OW0444.The horizontal coordinates were established by classical geodetic methods
 OW0444.and adjusted by the National Geodetic Survey in January 1997..
 OW0444
 OW0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0444
 OW0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0444
 OW0444.The geoid height was determined by GEOID03.
 OW0444
 OW0444;                    North         East     Units Scale Factor Converg.
 OW0444;SPC WYWC     -   290,954.571   572,874.302   MT  0.99994655   -0 13 40.2
 OW0444;UTM  12      - 4,775,840.151   655,924.164   MT  0.99989909   +1 18 37.2
 OW0444
 OW0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0444!SPC WYWC     -   0.99968634  x   0.99994655  =   0.99963291
 OW0444!UTM  12      -   0.99968634  x   0.99989909  =   0.99958546
 OW0444
 OW0444:                Primary Azimuth Mark                     Grid Az
 OW0444:SPC WYWC     -  RAWIE                                    324 51 00.0
 OW0444:UTM  12      -  RAWIE                                    323 18 42.6
 OW0444
 OW0444|---------------------------------------------------------------------|
 OW0444| PID    Reference Object                     Distance      Geod. Az  |
 OW0444|                                                           dddmmss.s |
 OW0444| OW0332 RAWIE                               APPROX. 6.0 KM 3243719.8 |
 OW0444|---------------------------------------------------------------------|
 OW0444
 OW0444                          SUPERSEDED SURVEY CONTROL
 OW0444
 OW0444  NAD 83(1986)-  43 07 09.27814(N)    109 04 59.98307(W) AD(       ) 3
 OW0444  NGVD 29 (11/06/89) 2009.8    (m)         6594.     (f) VERT ANG       
 OW0444
 OW0444.Superseded values are not recommended for survey control.
 OW0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0444.See file dsdata.txt to determine how the superseded data were derived.
 OW0444
 OW0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN5592475840(NAD 83)
 OW0444_MARKER: DD = SURVEY DISK
 OW0444_SETTING: 0 = UNSPECIFIED SETTING
 OW0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0444
 OW0444  HISTORY     - Date     Condition        Report By
 OW0444  HISTORY     - 1950     MONUMENTED       USGS
 OW0444
 OW0444                          STATION DESCRIPTION
 OW0444
 OW0444'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0444'STATION LIES ON LONG SLENDER RIDGE.  LONG AXIS OF RIDGE EXTENDS N. AND
 OW0444'S., E. SIDE SLOPES GENTLY UP TO RIM, W. SIDE DROPS SHARPLY INTO BASIN
 OW0444'AT ESTIMATED DEPTH OF 300 FT.  STATION ON HIGHEST POINT OF RIDGE.
 OW0444'NEAR CENTER SEC. 26, T 2 N, R 3 W.
 OW0444'
 OW0444'TO REACH FROM FT. WASHAKIE, WYOMING, FOLLOW U.S. HIGHWAY 287 N. 7.0
 OW0444'MI., BEAR LEFT ON GRADED RD. AT BOTTOM OF SAGE CREEK VALLEY AND FOLLOW
 OW0444'MAIN RD. NW. 5.4 MI.  AT POINT OF Y-RD. FORKS AT BOTTOM OF CURVED
 OW0444'GRADE, TAKE RIGHT FORK AND FOLLOW GRADED RD. NW. 0.6 MI. TO T-RD.
 OW0444'INTERSECTION, TURN RIGHT AND DRIVE ON WESTERN MOST RD. 0.1 MI. N. TO
 OW0444'CROSSROAD, KEEP STRAIGHT AHEAD ON SAME RD. 0.8 MI. TO Y-RD. FORK,
 OW0444'BEAR LEFT AND TRAVEL 0.3 MI. TO ANOTHER Y-RD. FORK, KEEP TO LEFT
 OW0444'GOING W.  CONTINUE W. ON RD. 0.5 MI. TO Y-RD. FORK, SWING TO LEFT AND
 OW0444'TRAVEL W. 0.9 MI. TO ANOTHER Y-RD. FORK, TAKE LEFT FORK AND DRIVE 1.2
 OW0444'MI. TO DRAIN, CONTINUE 0.3 MI., TURN LEFT AND LEAVE RD., DRIVING UP
 OW0444'SE. RIDGE 0.8 MI. TO HIGHEST POINT OF RIDGE AND STATION.
 OW0444'
 OW0444'STATION MARK--STANDARD USGS TABLET SET IN BOULDER ABOUT 1.5 FT. IN
 OW0444'DIAMETER AND STAMPED---WR-SIEZMO 1950 6598---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0818 ***********************************************************************
 OX0818  DESIGNATION -  SIGNAL
 OX0818  PID         -  OX0818
 OX0818  STATE/COUNTY-  WY/TETON
 OX0818  USGS QUAD   -  MORAN (1996)
 OX0818
 OX0818                         *CURRENT SURVEY CONTROL
 OX0818  ___________________________________________________________________
 OX0818* NAD 83(1993)-  43 50 56.04637(N)    110 34 01.93782(W)     ADJUSTED  
 OX0818* NAVD 88     -      2356.9    (meters)    7733.     (feet)  VERTCON   
 OX0818  ___________________________________________________________________
 OX0818  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 OX0818  GEOID HEIGHT-          -8.95  (meters)                     GEOID03
 OX0818
 OX0818  HORZ ORDER  -  FIRST
 OX0818
 OX0818.The horizontal coordinates were established by classical geodetic methods
 OX0818.and adjusted by the National Geodetic Survey in January 1997..
 OX0818
 OX0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0818
 OX0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0818
 OX0818.The geoid height was determined by GEOID03.
 OX0818
 OX0818;                    North         East     Units Scale Factor Converg.
 OX0818;SPC WY W     -   472,075.538   761,094.556   MT  0.99995611   -0 20 06.8
 OX0818;UTM  12      - 4,855,181.935   534,786.911   MT  0.99961488   +0 17 59.4
 OX0818
 OX0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0818!SPC WY W     -   0.99963196  x   0.99995611  =   0.99958808
 OX0818!UTM  12      -   0.99963196  x   0.99961488  =   0.99924698
 OX0818
 OX0818|---------------------------------------------------------------------|
 OX0818| PID    Reference Object                     Distance      Geod. Az  |
 OX0818|                                                           dddmmss.s |
 OX0818| OX0816 SIGNAL MTN LO CABIN                   4.474 METERS 03057     |
 OX0818| OX0817 SIGNAL MTN LO CABIN ALIDADE           4.545 METERS 03108     |
 OX0818| OX0772 BALDY MOUNTAIN LOOKOUT              APPROX.20.2 KM 1093318.8 |
 OX0818| CP5781 SIGNAL RM 1                           2.925 METERS 19132     |
 OX0818| OX0835 GRAND TETON                         APPROX.22.4 KM 2374710.5 |
 OX0818| OX0819 SIGNAL AZ MK                        APPROX. 0.8 KM 2434445.2 |
 OX0818| OX0853 MT MORAN                            APPROX.16.9 KM 2645027.2 |
 OX0818| CP5782 SIGNAL RM 2                           6.876 METERS 27529     |
 OX0818|---------------------------------------------------------------------|
 OX0818
 OX0818                          SUPERSEDED SURVEY CONTROL
 OX0818
 OX0818  NAD 83(1993)-  43 50 56.03959(N)    110 34 01.93079(W) AD(       ) 1
 OX0818  NAD 83(1986)-  43 50 56.03629(N)    110 34 01.92396(W) AD(       ) 1
 OX0818  NAD 27      -  43 50 56.26400(N)    110 33 59.15600(W) AD(       ) 1
 OX0818  NGVD 29 (07/19/86) 2355.6    (m)         7728.     (f) VERT ANG       
 OX0818
 OX0818.Superseded values are not recommended for survey control.
 OX0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0818.See file dsdata.txt to determine how the superseded data were derived.
 OX0818
 OX0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3478755182(NAD 83)
 OX0818_MARKER: DS = TRIANGULATION STATION DISK
 OX0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0818+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 OX0818
 OX0818  HISTORY     - Date     Condition        Report By
 OX0818  HISTORY     - 1946     MONUMENTED       CGS
 OX0818  HISTORY     - 1950     GOOD             CGS
 OX0818  HISTORY     - 1964     MARK NOT FOUND   CGS
 OX0818  HISTORY     - 1968     GOOD             USGS
 OX0818  HISTORY     - 20050702 GOOD             USPSQD
 OX0818
 OX0818                          STATION DESCRIPTION
 OX0818
 OX0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0818'THE STATION IS LOCATED ON THE SUMMIT OF SIGNAL MTN., A PROMINENT
 OX0818'HILL AT THE FOOT OF JACKSON LAKE, ABOUT 1 MILE SOUTHEAST OF
 OX0818'MORAN, ABOUT 25 MILES NORTH BY EAST OF JACKSON AND AT THE SITE
 OX0818'OF THE U.S. FOREST SERVICE SIGNAL MTN. LOOKOUT CABIN.  THE DISK
 OX0818'IS SET IN CONCRETE FLUSH WITH THE SURFACE OF THE GROUND, 11
 OX0818'FEET WEST BY SOUTH OF THE OF THE SOUTHEAST CORNER OF THE CABIN,
 OX0818'10 FEET EAST BY SOUTH OF THE SOUTHWEST CORNER OF THE CABIN,
 OX0818'6 FEET SOUTH OF THE SOUTH WALL OF THE CABIN AND IS STAMPED
 OX0818'SIGNAL 1946.  THE ORIGINAL U.S. GEOLOGICAL SURVEY STATION
 OX0818'SIGNAL MTN. IS SUPPOSEDLY DIRECTLY UNDER THE ALIDADE IN THE
 OX0818'LOOKOUT CABIN BUT THE CABIN HAS A FLOOR AND FOUNDATION OF
 OX0818'SOLID ROCK MASONRY AND THE MARK COULD NOT BE SEEN THROUGH
 OX0818'AN ELECTRICAL WIRING PIPE AS SUGGESTED BY THE
 OX0818'RECONNAISSANCE PARTY AND SO WAS NOT RECOVERED.  USGS
 OX0818'REFERENCE MARK NO. 1 1931 WAS RECOVERED AND USED AS A REFERENCE
 OX0818'MARK FOR THIS STATION.  USGS REFERENCE MARK NO. 2 1931 WAS
 OX0818'FOUND IN A BOULDER LYING ALONG SIDE OF THE LOOKOUT CABIN,
 OX0818'EVIDENTLY HAVING BEEN MOVED BY SOMEONE AND SO COULD NOT
 OX0818'BE USED.
 OX0818'
 OX0818'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 OX0818'MARK DISK SET FLUSH IN ROCK OUTCROP PROJECTING ABOUT 8 INCHES,
 OX0818'AT THE EAST EDGE OF THE HILL, 19 FEET SOUTHEAST OF THE SOUTHWEST
 OX0818'CORNER OF THE LOOKOUT CABIN, 17 FEET SOUTH BY WEST OF THE
 OX0818'SOUTHEAST CORNER OF THE CABIN AND IS STAMPED SIGNAL MT. NO. 1
 OX0818'1931.  IT IS SOUTH OF THE STATION.
 OX0818'
 OX0818'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN A CONCRETE MONUMENT
 OX0818'PROJECTING ABOUT 3 INCHES, SET 20 FEET SOUTHWEST OF THE SOUTHWEST
 OX0818'CORNER OF THE LOOKOUT CABIN AND IS STAMPED SIGNAL NO 2 1946.
 OX0818'IT IS WEST OF THE STATION.
 OX0818'
 OX0818'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST OF THE
 OX0818'STATION.  THE DISK IS SET IN A CONCRETE MONUMENT PROJECTING
 OX0818'ABOUT 4 INCHES, AND IS ON THE HIGHEST POINT OF A RIDGE ABOUT
 OX0818'0.1 MILE SOUTHWEST OF THE FIRST HARIPIN TURN BELOW THE STATION.
 OX0818'IT IS STAMPED SIGNAL 1946.  TO REACH FROM THE STATION GO EASTERLY
 OX0818'AND WESTERLY DOWN THE ROAD FOR 0.8 MILE TO A HAIRPIN TURN TO
 OX0818'THE RIGHT, FROM HERE LEAVE THE ROAD AND GO SOUTHWESTERLY OUT
 OX0818'THE RIDGE FOR 0.1 MILE TO THE HIGHEST POINT AND THE MARK AS
 OX0818'DESCRIBED.
 OX0818'
 OX0818'A TRAVERSE CONNECTION WAS MADE TO THE ALIDADE IN THE CENTER
 OX0818'OF THE LOOKOUT CABIN.
 OX0818'
 OX0818'TO REACH THE STATION FROM THE DAM AND U.S. HIGHWAY NO. 187 IN
 OX0818'MORAN GO SOUTH ON HIGHWAY NO. 187 FOR 1.3 MILES TO A ROAD LEFT
 OX0818'AT SIGN SIGNAL MTN., TURN LEFT AND FOLLOW THIS ROAD UP SIGNAL
 OX0818'MTN. FOR 4.0 MILES TO THE SUMMIT, THE LOOKOUT CABIN AND THE
 OX0818'STATION AS DESCRIBED.
 OX0818
 OX0818                          STATION RECOVERY (1950)
 OX0818
 OX0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 OX0818'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 OX0818'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 COULD NOT BE
 OX0818'TAKEN BECAUSE OF THE HIGH STAND ERECTED THIS TIME.  A NEW TO
 OX0818'REACH FOLLOWS.
 OX0818'
 OX0818'TO REACH THE STATION FROM THE BRIDGE AND DAM IN MORAN.  GO
 OX0818'SOUTH ON U.S. HIGHWAY 187 FOR 1.3 MILES TO A ROAD LEFT AND SIGN
 OX0818'SIGNAL MTN.  TURN LEFT FOR 0.2 MILE TO A FORK.  TAKE LEFT FORK
 OX0818'AND FOLLOW THIS ROAD UP SIGNAL MTN. FOR 2.6 MILES TO A SHARP
 OX0818'CURVE AND A RIDGE RUNNING SOUTH FROM THE ROAD, (THE AZIMUTH MARK
 OX0818'IS ON THE HIGHEST POINT OF THIS RIDGE, ABOUT 0.1 MILE SOUTH OF
 OX0818'THE ROAD), CONTINUE ON UP HILL FOR 0.8 MILE TO THE TOP
 OX0818'OF THE HILL, THE LOOKOUT CABIN AND THE STATION.
 OX0818
 OX0818                          STATION RECOVERY (1964)
 OX0818
 OX0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 OX0818'THE STATION AND REFERENCE MARK NO. 1 WERE SEARCHED FOR BUT
 OX0818'HAVE APPARENTLY BEEN LOST DUE TO THE CLEARING OFF OF THE TOP
 OX0818'OF THE HILL.
 OX0818'
 OX0818'REFERENCE MARK NO. 2 WAS RECOVERED IN GOOD CONDITION.  AND IS
 OX0818'ABOUT 20 FEET EAST OF AND 15 FEET HIGHER THAN A PARKING AREA
 OX0818'ON THE WEST SIDE OF THE HILL.
 OX0818
 OX0818                          STATION RECOVERY (1968)
 OX0818
 OX0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0818'RECOVERED.
 OX0818'
 OX0818'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE POST,
 OX0818'STAMPED ---SIGNAL 1946---.
 OX0818
 OX0818                          STATION RECOVERY (2005)
 OX0818
 OX0818'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 OX0818'RECOVERED SIGNAL MT. NO.1 1931 IN GOOD CONDITION
 OX0818'THIS BEING REFERENCE MARK NO.1.
 OX0818'ORIGINAL SIGNAL 1946 WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0442 ***********************************************************************
 PX0442  DESIGNATION -  SIGNAL
 PX0442  PID         -  PX0442
 PX0442  STATE/COUNTY-  WY/PARK
 PX0442  USGS QUAD   -  FLAG PEAK (1991)
 PX0442
 PX0442                         *CURRENT SURVEY CONTROL
 PX0442  ___________________________________________________________________
 PX0442* NAD 83(1993)-  44 29 57.35185(N)    109 32 48.14257(W)     ADJUSTED  
 PX0442* NAVD 88     -      2471.2    (meters)    8108.     (feet)  VERTCON   
 PX0442  ___________________________________________________________________
 PX0442  LAPLACE CORR-         -13.20  (seconds)                    DEFLEC99
 PX0442  GEOID HEIGHT-          -8.49  (meters)                     GEOID03
 PX0442
 PX0442  HORZ ORDER  -  THIRD
 PX0442
 PX0442.The horizontal coordinates were established by classical geodetic methods
 PX0442.and adjusted by the National Geodetic Survey in January 1997..
 PX0442
 PX0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0442
 PX0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0442
 PX0442.The geoid height was determined by GEOID03.
 PX0442
 PX0442;                    North         East     Units Scale Factor Converg.
 PX0442;SPC WYWC     -   444,531.434   536,641.424   MT  0.99998685   -0 33 30.3
 PX0442;UTM  12      - 4,928,354.585   615,535.271   MT  0.99976415   +1 01 07.4
 PX0442
 PX0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0442!SPC WYWC     -   0.99961400  x   0.99998685  =   0.99960086
 PX0442!UTM  12      -   0.99961400  x   0.99976415  =   0.99937824
 PX0442
 PX0442:                Primary Azimuth Mark                     Grid Az
 PX0442:SPC WYWC     -  FLAG                                     166 57 22.2
 PX0442:UTM  12      -  FLAG                                     165 22 44.5
 PX0442
 PX0442|---------------------------------------------------------------------|
 PX0442| PID    Reference Object                     Distance      Geod. Az  |
 PX0442|                                                           dddmmss.s |
 PX0442| PX0441 FLAG                                APPROX. 5.6 KM 1662351.9 |
 PX0442|---------------------------------------------------------------------|
 PX0442
 PX0442                          SUPERSEDED SURVEY CONTROL
 PX0442
 PX0442  NAD 83(1986)-  44 29 57.33833(N)    109 32 48.13235(W) AD(       ) 3
 PX0442  NAD 27      -  44 29 57.49120(N)    109 32 45.51503(W) AD(       ) 3
 PX0442  NGVD 29 (07/19/86) 2470.0    (m)         8104.     (f) VERT ANG       
 PX0442
 PX0442.Superseded values are not recommended for survey control.
 PX0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0442.See file dsdata.txt to determine how the superseded data were derived.
 PX0442
 PX0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1553528355(NAD 83)
 PX0442_MARKER: DD = SURVEY DISK
 PX0442_SETTING: 66 = SET IN ROCK OUTCROP
 PX0442_SP_SET: SET IN ROCK OUTCROP
 PX0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0442+STABILITY: POSITION/ELEVATION WELL
 PX0442
 PX0442  HISTORY     - Date     Condition        Report By
 PX0442  HISTORY     - 1948     MONUMENTED       USGS
 PX0442
 PX0442                          STATION DESCRIPTION
 PX0442
 PX0442'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0442'STATION IS LOCATED ABOUT 24 MI. W. OF CODY, WYOMING, ON THE FIRST HIGH
 PX0442'N.-S. RIDGE GOING W. INTO THE SHOSHONE NATIONAL FOREST, ABOUT 2.1 MI.
 PX0442'N. OF THE SHOSHONE RIVER, 1.4 MI. W. OF BIG CREEK, ON FIRST HIGH
 PX0442'RIDGE W. OF JIM MOUNTAIN, 2.1 MI. NW. OF TWO SMALL STEEL BRIDGES
 PX0442'ACROSS SHOSHONE RIVER.
 PX0442'
 PX0442'TO REACH STATION FROM CODY, WYOMING POST OFFICE, FOLLOW U.S. HIGHWAY
 PX0442'20 ABOUT 24.1 MI. TOWARD YELLOWSTONE PARK TO RD. JUNCTION N. ACROSS
 PX0442'SHOSHONE RIVER.  THIS JUNCTION IS 0.1 MI. W. OF GATE POSTS AT E.
 PX0442'ENTRANCE TO SHOSHONE NATIONAL FOREST.  TURN N. AND FOLLOW RD. ABOUT
 PX0442'0.1 MI. TO RD. FORK, TAKE LEFT FORK THROUGH SMALL RANCH AND FOLLOW RD.
 PX0442'ABOUT 0.9 MI. TO ABANDONED RANCH IN BOTTOM OF SMALL ANNUAL CREEK.
 PX0442'FOLLOW DIM TRAIL RD. FROM ABANDONED RANCH ALONG W. SIDE OF CREEK ABOUT
 PX0442'0.7 MI. LEAVE TRUCK AND CLIMB NW. UP TO TOP OF RIDGE ABOUT 19720 FT.
 PX0442'STATION IS LOCATED ON ROCK OUTCROP PROJECTING E. FROM RIDGE ABOUT 50
 PX0442'FT., ABOUT MIDWAY BETWEEN SADDLE WHERE RIDGE BENDS FROM N. TO NE. AND
 PX0442'HIGH POINT WHERE RIDGE BENDS BACK N.
 PX0442'
 PX0442'STATION MARK - A STANDARD GEOLOGICAL SURVEY TABLET STAMPED ---SIGNAL
 PX0442'1948---AND CEMENTED IN THE TOP OF ROCK OUTCROP.
 PX0442'
 PX0442'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET STAMPED ---SIGNAL
 PX0442'NO.1--- CEMENTED IN TOP OF AN EMBEDDED BOULDER 15.73 FT. W.,
 PX0442'S 64 DEG 39 MIN E.
 PX0442'
 PX0442'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET STAMPED ---SIGNAL
 PX0442'NO.2--- CEMENTED IN TOP OF AN EMBEDDED BOULDER 27.57 FT. N.,
 PX0442'S 10 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0534 ***********************************************************************
 PV0534  DESIGNATION -  SIGNAL
 PV0534  PID         -  PV0534
 PV0534  STATE/COUNTY-  WY/CROOK
 PV0534  USGS QUAD   -  ROCKYPOINT (1972)
 PV0534
 PV0534                         *CURRENT SURVEY CONTROL
 PV0534  ___________________________________________________________________
 PV0534* NAD 83(1993)-  44 59 59.20054(N)    105 02 55.84840(W)     ADJUSTED  
 PV0534* NAVD 88     -      1344.3    (meters)    4410.     (feet)  VERTCON   
 PV0534  ___________________________________________________________________
 PV0534  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 PV0534  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0534
 PV0534  HORZ ORDER  -  FIRST
 PV0534
 PV0534.The horizontal coordinates were established by classical geodetic methods
 PV0534.and adjusted by the National Geodetic Survey in January 1997..
 PV0534
 PV0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0534
 PV0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0534
 PV0534.The geoid height was determined by GEOID03.
 PV0534
 PV0534;                    North         East     Units Scale Factor Converg.
 PV0534;SPC WY E     -   499,846.459   209,289.181   MT  0.99993856   +0 04 59.9
 PV0534;SPC MT       -    93,309.317   950,771.873   MT  1.00000013   +3 15 21.7
 PV0534;SPC MT       -   306,132.93  3,119,330.29   iFT  1.00000013   +3 15 21.7
 PV0534;UTM  13      - 4,982,926.891   496,150.112   MT  0.99960018   -0 02 04.3
 PV0534
 PV0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0534!SPC WY E     -   0.99979154  x   0.99993856  =   0.99973011
 PV0534!SPC MT       -   0.99979154  x   1.00000013  =   0.99979167
 PV0534!UTM  13      -   0.99979154  x   0.99960018  =   0.99939180
 PV0534
 PV0534|---------------------------------------------------------------------|
 PV0534| PID    Reference Object                     Distance      Geod. Az  |
 PV0534|                                                           dddmmss.s |
 PV0534| CQ4912 SIGNAL RM 1                           8.488 METERS 17333     |
 PV0534| CQ4911 SIGNAL AZ MK                                       1764238.7 |
 PV0534| CQ4913 SIGNAL RM 2                          19.478 METERS 28459     |
 PV0534|---------------------------------------------------------------------|
 PV0534
 PV0534                          SUPERSEDED SURVEY CONTROL
 PV0534
 PV0534  NAD 83(1986)-  44 59 59.18476(N)    105 02 55.83347(W) AD(       ) 1
 PV0534  NAD 27      -  44 59 59.23900(N)    105 02 53.90100(W) AD(       ) 1
 PV0534  NGVD 29 (07/19/86) 1343.6    (m)         4408.     (f) VERT ANG       
 PV0534
 PV0534.Superseded values are not recommended for survey control.
 PV0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0534.See file dsdata.txt to determine how the superseded data were derived.
 PV0534
 PV0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK9615082927(NAD 83)
 PV0534_MARKER: DS = TRIANGULATION STATION DISK
 PV0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0534
 PV0534  HISTORY     - Date     Condition        Report By
 PV0534  HISTORY     - 1949     MONUMENTED       CGS
 PV0534
 PV0534                          STATION DESCRIPTION
 PV0534
 PV0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0534'STATION IS LOCATED ON LAND OWNED BY THE STARR AND PARKER COMPANY,
 PV0534'ON A HIGH, ROCKY HILL, NEAR THE MONTANA-WYOMING STATE LINE,
 PV0534'ABOUT 8 MILES NORTH-NORTHEAST OF ROCKY POINT, WYOMING POST OFFICE,
 PV0534'ABOUT 6 MILES SOUTH-SOUTHWEST OF RIDGE MONTANA POST OFFICE, AND 8
 PV0534'FEET WEST OF A WITNESS POST.
 PV0534'
 PV0534'TO REACH FROM THE ROCKY POINT POST OFFICE, GO NORTH ON MAIN
 PV0534'GRADED ROAD FOR 8.2 MILES TO A MAIL BOX AND A SIDE ROAD LEFT.
 PV0534'TURN LEFT ON TRACK ROAD AND GO 0.7 MILE TO THE STARR AND PARKER
 PV0534'RANCH.  CONTINUE NORTHWEST FOR 0.3 MILE TO THE AZIMUTH MARK ON
 PV0534'LEFT.  CONTINUE FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH GATE
 PV0534'AND CONTINUE 0.05 MILE TO A BLAZED TREE AND FORK.  BEAR RIGHT
 PV0534'ON DIM TRACK ROAD FOR 0.15 MILE TO A FENCE.  CROSS FENCE AND
 PV0534'FOLLOW DIM TRACKS FOR 0.1 MILE TO SAME FENCE LINE.  CROSS
 PV0534'FENCE, TURN RIGHT, AND GO 0.05 MILE TO TOP OF HILL AND STATION.
 PV0534'
 PV0534'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0534'CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 PV0534'STAMPED SIGNAL 1949.
 PV0534'
 PV0534'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN OUTCROPPING
 PV0534'BEDROCK.  THE MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PV0534'SIGNAL NO 1 1949.
 PV0534'
 PV0534'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN OUTCROPPING
 PV0534'BEDROCK.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 PV0534'STAMPED SIGNAL NO 2 1949.
 PV0534'
 PV0534'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0534'CONCRETE POST.  IT IS 12 FEET WEST OF A TRACK ROAD AND 5 FEET
 PV0534'NORTH OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES, AND THE
 PV0534'DISK IS STAMPED SIGNAL 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0819 ***********************************************************************
 OX0819  DESIGNATION -  SIGNAL AZ MK
 OX0819  PID         -  OX0819
 OX0819  STATE/COUNTY-  WY/TETON
 OX0819  USGS QUAD   -  MORAN (1996)
 OX0819
 OX0819                         *CURRENT SURVEY CONTROL
 OX0819  ___________________________________________________________________
 OX0819* NAD 83(1993)-  43 50 45.25290(N)    110 34 32.17101(W)     ADJUSTED  
 OX0819* NAVD 88     -      2315.7    (meters)    7597.     (feet)  VERTCON   
 OX0819  ___________________________________________________________________
 OX0819  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 OX0819  GEOID HEIGHT-          -8.97  (meters)                     GEOID03
 OX0819
 OX0819  HORZ ORDER  -  SECOND
 OX0819
 OX0819.The horizontal coordinates were established by classical geodetic methods
 OX0819.and adjusted by the National Geodetic Survey in January 1997..
 OX0819
 OX0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0819
 OX0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0819
 OX0819.The geoid height was determined by GEOID03.
 OX0819
 OX0819;                    North         East     Units Scale Factor Converg.
 OX0819;SPC WY W     -   471,746.417   760,417.327   MT  0.99995676   -0 20 27.6
 OX0819;UTM  12      - 4,854,845.443   534,113.601   MT  0.99961431   +0 17 38.4
 OX0819
 OX0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0819!SPC WY W     -   0.99963842  x   0.99995676  =   0.99959519
 OX0819!UTM  12      -   0.99963842  x   0.99961431  =   0.99925287
 OX0819
 OX0819:                Primary Azimuth Mark                     Grid Az
 OX0819:SPC WY W     -  MT MORAN ET                              266 08 06.4
 OX0819:UTM  12      -  MT MORAN ET                              265 30 00.4
 OX0819
 OX0819|---------------------------------------------------------------------|
 OX0819| PID    Reference Object                     Distance      Geod. Az  |
 OX0819|                                                           dddmmss.s |
 OX0819| OX0854 MT MORAN ET                         APPROX.16.2 KM 2654738.8 |
 OX0819|---------------------------------------------------------------------|
 OX0819
 OX0819                          SUPERSEDED SURVEY CONTROL
 OX0819
 OX0819  NAD 83(1993)-  43 50 45.24707(N)    110 34 32.16148(W) AD(       ) 2
 OX0819  NAD 83(1986)-  43 50 45.24341(N)    110 34 32.15560(W) AD(       ) 2
 OX0819  NAD 27      -  43 50 45.47438(N)    110 34 29.38040(W) AD(       ) 2
 OX0819  NGVD 29 (07/19/86) 2314.4    (m)         7593.     (f) VERT ANG       
 OX0819
 OX0819.Superseded values are not recommended for survey control.
 OX0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0819.See file dsdata.txt to determine how the superseded data were derived.
 OX0819
 OX0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3411454845(NAD 83)
 OX0819
 OX0819  HISTORY     - Date     Condition        Report By
 OX0819  HISTORY     - 1946     MONUMENTED       CGS
 OX0819  HISTORY     - 1968     GOOD             USGS
 OX0819
 OX0819                          STATION DESCRIPTION
 OX0819
 OX0819'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OX0819'STATION IS THE 1946 NGS AZIMUTH MARK FOR THE NGS TRIANGULATION
 OX0819'STATION ---SIGNAL 1946---, WHICH WAS SEARCHED FOR AND NOT FOUND.
 OX0819'
 OX0819'RECOVERED.
 OX0819'
 OX0819'STATION MARK--STANDARD USC AND GS AZIMUTH MARK DISK, SET IN CONCRETE
 OX0819'POST, STAMPED ---SIGNAL 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0816 ***********************************************************************
 OX0816  DESIGNATION -  SIGNAL MTN LO CABIN
 OX0816  PID         -  OX0816
 OX0816  STATE/COUNTY-  WY/TETON
 OX0816  USGS QUAD   -  MORAN (1996)
 OX0816
 OX0816                         *CURRENT SURVEY CONTROL
 OX0816  ___________________________________________________________________
 OX0816* NAD 83(1993)-  43 50 56.17069(N)    110 34 01.83481(W)     ADJUSTED  
 OX0816* NAVD 88     -      2357.     (meters)    7733.     (feet)  SCALED    
 OX0816  ___________________________________________________________________
 OX0816  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 OX0816  GEOID HEIGHT-          -8.95  (meters)                     GEOID03
 OX0816
 OX0816  HORZ ORDER  -  SECOND
 OX0816
 OX0816.The horizontal coordinates were established by classical geodetic methods
 OX0816.and adjusted by the National Geodetic Survey in January 1997..
 OX0816
 OX0816.The orthometric height was scaled from a topographic map.
 OX0816
 OX0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0816
 OX0816.The geoid height was determined by GEOID03.
 OX0816
 OX0816;                    North         East     Units Scale Factor Converg.
 OX0816;SPC WY W     -   472,079.361   761,096.879   MT  0.99995611   -0 20 06.7
 OX0816;UTM  12      - 4,855,185.782   534,789.190   MT  0.99961489   +0 17 59.4
 OX0816
 OX0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0816!SPC WY W     -   0.99963190  x   0.99995611  =   0.99958802
 OX0816!UTM  12      -   0.99963190  x   0.99961489  =   0.99924693
 OX0816
 OX0816                          SUPERSEDED SURVEY CONTROL
 OX0816
 OX0816  NAD 83(1993)-  43 50 56.16391(N)    110 34 01.82777(W) AD(       ) 2
 OX0816  NAD 83(1986)-  43 50 56.16061(N)    110 34 01.82095(W) AD(       ) 2
 OX0816  NAD 27      -  43 50 56.38800(N)    110 33 59.05300(W) AD(       ) 2
 OX0816
 OX0816.Superseded values are not recommended for survey control.
 OX0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0816.See file dsdata.txt to determine how the superseded data were derived.
 OX0816
 OX0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3478955186(NAD 83)
 OX0816_MARKER: 73 = LOOKOUT HOUSE
 OX0816
 OX0816  HISTORY     - Date     Condition        Report By
 OX0816  HISTORY     - 1946     FIRST OBSERVED   USFS
 OX0816  HISTORY     - 1946     GOOD             CGS
 OX0816
 OX0816                          STATION DESCRIPTION
 OX0816
 OX0816'DESCRIBED BY US FOREST SERVICE 1946 (CL)
 OX0816'THE STATION IS THE CENTER OF THE ALIDADE IN THE CENTER OF THE
 OX0816'SIGNAL MTN. LOOKOUT CABIN LOCATED ATOP SIGNAL MTN. ABOUT 1.0
 OX0816'MILE SOUTH OF MORAN.  THE CABIN IS A SQUARE WOODEN STRUCTURE
 OX0816'ABOUT 15 FEET HIGH.
 OX0816'
 OX0816'DISTANCE FROM TRIANGULATION STATION SIGNAL = 14.92 FEET -- 4.545
 OX0816'METERS.
 OX0816
 OX0816                          STATION RECOVERY (1946)
 OX0816
 OX0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EBL)
 OX0816'STATION IS THE TOP CENTER OF THE ROOF OF THE ONE-STORY, WOOD,
 OX0816'LOOKOUT HOUSE LOCATED ON THE TOP OF SIGNAL MOUNTAIN WHICH IS
 OX0816'ABOUT 1-1/2 MILES AIR LINE SOUTHEAST OF MORAN, WYOMING.  IN
 OX0816'1946 THE MEASUREMENT WAS MADE TO THE ALIDADE INSIDE THE LOOKOUT
 OX0816'HOUSE.  IN 1950 THE MEASUREMENT WAS MADE TO THE TOP CENTER OF
 OX0816'THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1173 ***********************************************************************
 MO1173  DESIGNATION -  SILO
 MO1173  PID         -  MO1173
 MO1173  STATE/COUNTY-  WY/PLATTE
 MO1173  USGS QUAD   -  RICHEAU HILLS (1981)
 MO1173
 MO1173                         *CURRENT SURVEY CONTROL
 MO1173  ___________________________________________________________________
 MO1173* NAD 83(1993)-  41 45 11.91767(N)    105 00 20.37553(W)     ADJUSTED  
 MO1173* NAVD 88     -      1736.66   (+/-2cm)    5697.7    (feet)  VERTCON   
 MO1173  ___________________________________________________________________
 MO1173  LAPLACE CORR-         -15.01  (seconds)                    DEFLEC99
 MO1173  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 MO1173
 MO1173  HORZ ORDER  -  THIRD
 MO1173  VERT ORDER  -  THIRD ? (See Below)
 MO1173
 MO1173.The horizontal coordinates were established by classical geodetic methods
 MO1173.and adjusted by the National Geodetic Survey in January 1997..
 MO1173
 MO1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1173.The vertical order pertains to the NGVD 29 superseded value.
 MO1173
 MO1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1173
 MO1173.The geoid height was determined by GEOID03.
 MO1173
 MO1173;                    North         East     Units Scale Factor Converg.
 MO1173;SPC WY E     -   139,191.931   213,390.098   MT  0.99993971   +0 06 26.0
 MO1173;UTM  13      - 4,622,387.174   499,529.457   MT  0.99960000   -0 00 13.6
 MO1173
 MO1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1173!SPC WY E     -   0.99972987  x   0.99993971  =   0.99966960
 MO1173!UTM  13      -   0.99972987  x   0.99960000  =   0.99932998
 MO1173
 MO1173:                Primary Azimuth Mark                     Grid Az
 MO1173:SPC WY E     -  CHUGWATER                                338 51 16.8
 MO1173:UTM  13      -  CHUGWATER                                338 57 56.4
 MO1173
 MO1173|---------------------------------------------------------------------|
 MO1173| PID    Reference Object                     Distance      Geod. Az  |
 MO1173|                                                           dddmmss.s |
 MO1173| MO1172 CHUGWATER                           APPROX. 5.7 KM 3385742.8 |
 MO1173|---------------------------------------------------------------------|
 MO1173
 MO1173                          SUPERSEDED SURVEY CONTROL
 MO1173
 MO1173  NAD 83(1986)-  41 45 11.90133(N)    105 00 20.37254(W) AD(       ) 3
 MO1173  NAD 27      -  41 45 12.00025(N)    105 00 18.47165(W) AD(       ) 3
 MO1173  NGVD 29 (07/19/86) 1735.75   (m)         5694.7    (f) LEVELING    3  
 MO1173
 MO1173.Superseded values are not recommended for survey control.
 MO1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1173.See file dsdata.txt to determine how the superseded data were derived.
 MO1173
 MO1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG9952922387(NAD 83)
 MO1173
 MO1173  HISTORY     - Date     Condition        Report By
 MO1173  HISTORY     - 1951     MONUMENTED       USGS
 MO1173  HISTORY     - 1961     GOOD             USGS
 MO1173
 MO1173                          STATION DESCRIPTION
 MO1173
 MO1173'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (GMP)
 MO1173'STATION LOCATED APPROXIMATELY 11 MI. W. AND 0.5 MI. S. OF CHUGWATER,
 MO1173'ON PROPERTY OF DIAMOND RANCH, NEAR NE. CORNER SEC. 33, T 21 N, R 68 W.
 MO1173'
 MO1173'RECOVERED AND REDESCRIBED AS FOLLOWS
 MO1173'
 MO1173'TO REACH FROM CHUGWATER POST OFFICE, GO S. ALONG U.S. HIGHWAY 87 0.2
 MO1173'MI., TURN RIGHT (W.) AND PROCEED ALONG CITY STREET 0.2 MI. TO STREET
 MO1173'CORNER, TURN LEFT (S.) AND CONTINUE 0.3 MI. TO CROSSROADS, TURN RIGHT
 MO1173'(W.) AND PROCEED ALONG IMPROVED RD. 10.0 MI. TO THREE SILOS ON N. SIDE
 MO1173'OF RD., PROCEED SE. 281 FT. FROM THE E. SILO TO STATION.
 MO1173'
 MO1173'STATION MARK--STANDARD BRONZE TABLET, SET IN CONCRETE POST, PROJECTING
 MO1173'0.3 FT. ABOVE GROUND, STAMPED ---JSC-SILO 1951 5694---.
 MO1173'
 MO1173'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0548 ***********************************************************************
 MP0548  DESIGNATION -  SILVER ET
 MP0548  PID         -  MP0548
 MP0548  STATE/COUNTY-  WY/CARBON
 MP0548  USGS QUAD   -  MEDICINE BOW PEAK (1992)
 MP0548
 MP0548                         *CURRENT SURVEY CONTROL
 MP0548  ___________________________________________________________________
 MP0548* NAD 83(1993)-  41 19 09.39273(N)    106 21 07.05450(W)     ADJUSTED  
 MP0548* NAVD 88     -      3318.0    (meters)   10886.     (feet)  VERTCON   
 MP0548  ___________________________________________________________________
 MP0548  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 MP0548  GEOID HEIGHT-         -10.34  (meters)                     GEOID03
 MP0548
 MP0548  HORZ ORDER  -  THIRD
 MP0548
 MP0548.The horizontal coordinates were established by classical geodetic methods
 MP0548.and adjusted by the National Geodetic Survey in January 1997..
 MP0548
 MP0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0548
 MP0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0548
 MP0548.The geoid height was determined by GEOID03.
 MP0548
 MP0548;                    North         East     Units Scale Factor Converg.
 MP0548;SPC WYEC     -   191,441.278   482,163.731   MT  1.00002055   +0 38 52.8
 MP0548;UTM  13      - 4,575,082.202   386,847.202   MT  0.99975757   -0 53 33.8
 MP0548
 MP0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0548!SPC WYEC     -   0.99948146  x   1.00002055  =   0.99950200
 MP0548!UTM  13      -   0.99948146  x   0.99975757  =   0.99923915
 MP0548
 MP0548:                Primary Azimuth Mark                     Grid Az
 MP0548:SPC WYEC     -  35 DHW                                   059 35 58.4
 MP0548:UTM  13      -  35 DHW                                   061 08 25.0
 MP0548
 MP0548|---------------------------------------------------------------------|
 MP0548| PID    Reference Object                     Distance      Geod. Az  |
 MP0548|                                                           dddmmss.s |
 MP0548| MP0547 35 DHW                              APPROX. 5.1 KM 0601451.2 |
 MP0548|---------------------------------------------------------------------|
 MP0548
 MP0548                          SUPERSEDED SURVEY CONTROL
 MP0548
 MP0548  NAD 83(1986)-  41 19 09.38169(N)    106 21 07.05176(W) AD(       ) 3
 MP0548  NAD 27      -  41 19 09.49144(N)    106 21 04.98697(W) AD(       ) 3
 MP0548  NGVD 29 (07/19/86) 3316.5    (m)        10881.     (f) VERT ANG       
 MP0548
 MP0548.Superseded values are not recommended for survey control.
 MP0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0548.See file dsdata.txt to determine how the superseded data were derived.
 MP0548
 MP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF8684775082(NAD 83)
 MP0548_MARKER: DD = SURVEY DISK
 MP0548_SETTING: 0 = UNSPECIFIED SETTING
 MP0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0548
 MP0548  HISTORY     - Date     Condition        Report By
 MP0548  HISTORY     - 1959     MONUMENTED       USGS
 MP0548
 MP0548                          STATION DESCRIPTION
 MP0548
 MP0548'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0548'TO REACH THE STATION FROM THE POST OFFICE AT SARATOGA, WYOMING, GO
 MP0548'W. ONE BLOCK TO WYOMING STATE HIGHWAY 130, GO S. ON STATE HIGHWAY
 MP0548'130 9.0 MI. TO JUNCTION OF WYOMING HIGHWAYS 130 AND 230, PROCEED SE.
 MP0548'ON STATE HIGHWAY 130 11.0 MI. TO BRUSH CREEK RANGER STATION, PROCEED
 MP0548'12.6 MI. ALONG WYOMING STATE HIGHWAY 130 (END OF STANDARD TRUCK
 MP0548'TRAVEL).  A JEEP OR OTHER FOUR WHEEL DRIVE VEHICLE MAY BE DRIVEN LEFT
 MP0548'0.5 MI. SE. UP DRAIN AND THROUGH SADDLE TO BASE OF ROCKY TOP.  END
 MP0548'OF MECHANIZED TRAVEL.  PACK UP HILL TO TOP AND THE STATION MARK.
 MP0548'
 MP0548'STATION MARK--A USGS STANDARD TABLET, STAMPED ---SILVER ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0520 ***********************************************************************
 MP0520  DESIGNATION -  SIMPSON
 MP0520  PID         -  MP0520
 MP0520  STATE/COUNTY-  WY/CARBON
 MP0520  USGS QUAD   -  CARBON (1971)
 MP0520
 MP0520                         *CURRENT SURVEY CONTROL
 MP0520  ___________________________________________________________________
 MP0520* NAD 83(1993)-  41 46 20.00150(N)    106 25 57.37686(W)     ADJUSTED  
 MP0520* NAVD 88     -      2364.3    (meters)    7757.     (feet)  VERTCON   
 MP0520  ___________________________________________________________________
 MP0520  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 MP0520  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 MP0520
 MP0520  HORZ ORDER  -  THIRD
 MP0520
 MP0520.The horizontal coordinates were established by classical geodetic methods
 MP0520.and adjusted by the National Geodetic Survey in January 1997..
 MP0520
 MP0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0520
 MP0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0520
 MP0520.The geoid height was determined by GEOID03.
 MP0520
 MP0520;                    North         East     Units Scale Factor Converg.
 MP0520;SPC WYEC     -   241,671.974   474,887.269   MT  1.00000649   +0 36 00.2
 MP0520;UTM  13      - 4,625,478.624   380,931.494   MT  0.99977446   -0 57 16.1
 MP0520
 MP0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0520!SPC WYEC     -   0.99963139  x   1.00000649  =   0.99963788
 MP0520!UTM  13      -   0.99963139  x   0.99977446  =   0.99940593
 MP0520
 MP0520:                Primary Azimuth Mark                     Grid Az
 MP0520:SPC WYEC     -  TURTLING                                 148 07 59.6
 MP0520:UTM  13      -  TURTLING                                 149 41 15.9
 MP0520
 MP0520|---------------------------------------------------------------------|
 MP0520| PID    Reference Object                     Distance      Geod. Az  |
 MP0520|                                                           dddmmss.s |
 MP0520| MP0517 TURTLING                            APPROX. 7.8 KM 1484359.8 |
 MP0520|---------------------------------------------------------------------|
 MP0520
 MP0520                          SUPERSEDED SURVEY CONTROL
 MP0520
 MP0520  NAD 83(1986)-  41 46 19.99079(N)    106 25 57.37066(W) AD(       ) 3
 MP0520  NAD 27      -  41 46 20.12236(N)    106 25 55.29018(W) AD(       ) 3
 MP0520  NGVD 29 (07/19/86) 2363.0    (m)         7753.     (f) VERT ANG       
 MP0520
 MP0520.Superseded values are not recommended for survey control.
 MP0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0520.See file dsdata.txt to determine how the superseded data were derived.
 MP0520
 MP0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG8093125479(NAD 83)
 MP0520_MARKER: DD = SURVEY DISK
 MP0520_SETTING: 80 = SET IN A BOULDER
 MP0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0520+STABILITY: SURFACE MOTION
 MP0520
 MP0520  HISTORY     - Date     Condition        Report By
 MP0520  HISTORY     - 1953     MONUMENTED       USGS
 MP0520
 MP0520                          STATION DESCRIPTION
 MP0520
 MP0520'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0520'STATION IS LOCATED ABOUT 7 MI. (AIRLINE) N. OF ELK MOUNTAIN, ABOUT
 MP0520'2.0 MI. N. OF THE TURTLING MINE, AND ABOUT 0.5 MI. S. OF THE SIMPSON
 MP0520'OIL FIELD.
 MP0520'
 MP0520'TO REACH FROM ELK MOUNTAIN POST OFFICE, GO N. 4.9 MI. ON STATE
 MP0520'SECONDARY NO. 134 TO A RD. FORK AT THE TOP OF A HILL, TURN RIGHT (E.)
 MP0520'OFF OF BLACK TOP RD. AND GO 0.4 MI. TO RD. FORK, TURN LEFT (NE.) AND
 MP0520'FOLLOW TOP OF RIDGE 2.3 MI. TO T-RD. W., TURN LEFT (W.) AND GO 0.3 MI.
 MP0520'ACROSS DRAW TO SADDLE IN N-S. RIDGE, TURN RIGHT (N.) AND GO 0.2 MI. UP
 MP0520'N. SLOPE OF SADDLE TO TOP OF RIDGE AND STATION.
 MP0520'
 MP0520'STATION MARK--STANDARD TABLET, STAMPED ---SIMPSON 1953---, SET IN A
 MP0520'SANDSTONE BOULDER.
 MP0520'
 MP0520'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0474 ***********************************************************************
 NR0474  DESIGNATION -  SIN
 NR0474  PID         -  NR0474
 NR0474  STATE/COUNTY-  WY/FREMONT
 NR0474  USGS QUAD   -  PUDDLE SPRINGS (1984)
 NR0474
 NR0474                         *CURRENT SURVEY CONTROL
 NR0474  ___________________________________________________________________
 NR0474* NAD 83(1993)-  42 52 18.51578(N)    107 44 48.56762(W)     ADJUSTED  
 NR0474* NAVD 88     -      1851.8    (meters)    6075.     (feet)  VERTCON   
 NR0474  ___________________________________________________________________
 NR0474  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 NR0474  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 NR0474
 NR0474  HORZ ORDER  -  THIRD
 NR0474
 NR0474.The horizontal coordinates were established by classical geodetic methods
 NR0474.and adjusted by the National Geodetic Survey in January 1997..
 NR0474
 NR0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0474
 NR0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0474
 NR0474.The geoid height was determined by GEOID03.
 NR0474
 NR0474;                    North         East     Units Scale Factor Converg.
 NR0474;SPC WYWC     -   263,902.063   681,964.954   MT  1.00002012   +0 40 57.2
 NR0474;UTM  13      - 4,750,240.142   275,639.490   MT  1.00021932   -1 52 10.6
 NR0474
 NR0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0474!SPC WYWC     -   0.99971175  x   1.00002012  =   0.99973187
 NR0474!UTM  13      -   0.99971175  x   1.00021932  =   0.99993101
 NR0474
 NR0474:                Primary Azimuth Mark                     Grid Az
 NR0474:SPC WYWC     -  SINCLAIR                                 287 30 23.2
 NR0474:UTM  13      -  SINCLAIR                                 290 03 31.0
 NR0474
 NR0474|---------------------------------------------------------------------|
 NR0474| PID    Reference Object                     Distance      Geod. Az  |
 NR0474|                                                           dddmmss.s |
 NR0474| NR0500 SINCLAIR                            APPROX. 5.6 KM 2881120.4 |
 NR0474|---------------------------------------------------------------------|
 NR0474
 NR0474                          SUPERSEDED SURVEY CONTROL
 NR0474
 NR0474  NAD 83(1986)-  42 52 18.50513(N)    107 44 48.57146(W) AD(       ) 3
 NR0474  NAD 27      -  42 52 18.66081(N)    107 44 46.30157(W) AD(       ) 3
 NR0474  NGVD 29 (07/19/86) 1850.8    (m)         6072.     (f) VERT ANG       
 NR0474
 NR0474.Superseded values are not recommended for survey control.
 NR0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0474.See file dsdata.txt to determine how the superseded data were derived.
 NR0474
 NR0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7563950240(NAD 83)
 NR0474_MARKER: DD = SURVEY DISK
 NR0474_SETTING: 0 = UNSPECIFIED SETTING
 NR0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0474
 NR0474  HISTORY     - Date     Condition        Report By
 NR0474  HISTORY     - 1950     MONUMENTED       USGS
 NR0474
 NR0474                          STATION DESCRIPTION
 NR0474
 NR0474'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0474'STATION IS LOCATED ABOUT 19.7 MI. S. AND 1.7 MI. W. OF MONETA,
 NR0474'WYOMING.
 NR0474'
 NR0474'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED EASTERLY ALONG U.S.
 NR0474'HIGHWAY (20-26) FOR 0.4 MI., TURN RIGHT, S. ON GRADED COUNTY RD. AND
 NR0474'PROCEED 1.2 MI. TO RD. FORKS, TAKE THE RIGHT, WESTERLY RD. AND
 NR0474'CONTINUE ON MAIN COUNTY RD. FOR 18.6 MI., TURN RIGHT ON SEISMOGRAPH
 NR0474'ROAD, CROSS MUSKRAT CREEK AND PROCEED 1.0 MI. FROM MAIN GRADED RD. TO
 NR0474'CROSSROAD, CONTINUE STRAIGHT AHEAD 0.1 MI. TO LARGE ROCK OUTCROPPINGS,
 NR0474'TURN LEFT AT ROCK OUTCROPPINGS AND PROCEED 0.3 MI. TO RD.
 NR0474'INTERSECTION, TURN LEFT, S. AND PROCEED 0.7 MI. TO RD. FORKS, TAKE
 NR0474'THE RIGHT FORK AND PROCEED 0.9 MI. TO CROSSROADS, CONTINUE STRAIGHT
 NR0474'AHEAD FOR 1.1 MI. TO CROSSROADS, CONTINUE STRAIGHT AHEAD 0.1 MI.
 NR0474'STATION LIES TO THE RIGHT OF THE RD. ABOUT 350 FT. AT THE TOP OF A
 NR0474'SMALL KNOLL.
 NR0474'
 NR0474'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING
 NR0474'ABOUT 1.5 IN. ABOVE GROUND SURFACE, AND STAMPED ---WR SIN, 1950 VABM
 NR0474'6072---.
 NR0474'
 NR0474'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0232 ***********************************************************************
 MP0232  DESIGNATION -  SINCLAIR
 MP0232  PID         -  MP0232
 MP0232  STATE/COUNTY-  WY/CARBON
 MP0232  USGS QUAD   -  SINCLAIR (1981)
 MP0232
 MP0232                         *CURRENT SURVEY CONTROL
 MP0232  ___________________________________________________________________
 MP0232* NAD 83(1986)-  41 48 07.     (N)    107 03 38.     (W)     SCALED    
 MP0232* NAVD 88     -      2000.386  (meters)    6562.93   (feet)  ADJUSTED  
 MP0232  ___________________________________________________________________
 MP0232  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 MP0232  DYNAMIC HT  -        1998.716 (meters)    6557.45  (feet)  COMP
 MP0232  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 MP0232
 MP0232  VERT ORDER  -  FIRST     CLASS II
 MP0232
 MP0232.The horizontal coordinates were scaled from a topographic map and have
 MP0232.an estimated accuracy of +/- 6 seconds.
 MP0232
 MP0232.The orthometric height was determined by differential leveling
 MP0232.and adjusted by the National Geodetic Survey in June 1991..
 MP0232
 MP0232.The geoid height was determined by GEOID03.
 MP0232
 MP0232.The dynamic height is computed by dividing the NAVD 88
 MP0232.geopotential number by the normal gravity value computed on the
 MP0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0232.degrees latitude (g = 980.6199 gals.).
 MP0232
 MP0232.The modeled gravity was interpolated from observed gravity values.
 MP0232
 MP0232;                    North         East    Units  Estimated Accuracy
 MP0232;SPC WYEC     -   244,620.      422,670.      MT  (+/- 180 meters Scaled)
 MP0232
 MP0232                          SUPERSEDED SURVEY CONTROL
 MP0232
 MP0232  NGVD 29 (??/??/92) 1999.269  (m)         6559.27   (f) ADJ UNCH    1 2
 MP0232
 MP0232.Superseded values are not recommended for survey control.
 MP0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0232.See file dsdata.txt to determine how the superseded data were derived.
 MP0232
 MP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG288298(NAD 83)
 MP0232_MARKER: DB = BENCH MARK DISK
 MP0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0232_SP_SET: FOUNDATION
 MP0232_STAMPING: SINCLAIR 1944
 MP0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0232
 MP0232  HISTORY     - Date     Condition        Report By
 MP0232  HISTORY     - 1944     MONUMENTED       CGS
 MP0232  HISTORY     - 1947     GOOD             NGS
 MP0232  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0232
 MP0232                          STATION DESCRIPTION
 MP0232
 MP0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0232'3.7 MI NE FROM PARCO (SINCLAIR).
 MP0232'3.7 MILES NORTHEAST OF PARCO (SINCLAIR) AT THE SINCLAIR AIRPORT,
 MP0232'APPROXIMATELY 74 YARDS NORTH OF THE ADMINISTRATION BUILDING, 125.0
 MP0232'FEET EAST OF THE CENTER LINE OF THE MAIN ENTRANCE TO THE AIRPORT, SET
 MP0232'IN A DRILL HOLE IN THE CENTER OF THE TOP OF THE CONCRETE FOUNDATION OF
 MP0232'THE BEACON TOWER AND 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 MP0232
 MP0232                          STATION RECOVERY (1983)
 MP0232
 MP0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0500 ***********************************************************************
 NR0500  DESIGNATION -  SINCLAIR
 NR0500  PID         -  NR0500
 NR0500  STATE/COUNTY-  WY/FREMONT
 NR0500  USGS QUAD   -  BUTTE WELL (1984)
 NR0500
 NR0500                         *CURRENT SURVEY CONTROL
 NR0500  ___________________________________________________________________
 NR0500* NAD 83(1993)-  42 53 15.26766(N)    107 48 43.73393(W)     ADJUSTED  
 NR0500* NAVD 88     -      1860.3    (meters)    6103.     (feet)  VERTCON   
 NR0500  ___________________________________________________________________
 NR0500  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 NR0500  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 NR0500
 NR0500  HORZ ORDER  -  THIRD
 NR0500
 NR0500.The horizontal coordinates were established by classical geodetic methods
 NR0500.and adjusted by the National Geodetic Survey in January 1997..
 NR0500
 NR0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0500
 NR0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0500
 NR0500.The geoid height was determined by GEOID03.
 NR0500
 NR0500;                    North         East     Units Scale Factor Converg.
 NR0500;SPC WYWC     -   265,591.730   676,608.083   MT  1.00000967   +0 38 17.9
 NR0500;UTM  13      - 4,752,167.129   270,362.028   MT  1.00024880   -1 54 52.8
 NR0500
 NR0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0500!SPC WYWC     -   0.99971045  x   1.00000967  =   0.99972011
 NR0500!UTM  13      -   0.99971045  x   1.00024880  =   0.99995917
 NR0500
 NR0500:                Primary Azimuth Mark                     Grid Az
 NR0500:SPC WYWC     -  GAS                                      245 33 08.4
 NR0500:UTM  13      -  GAS                                      248 06 19.1
 NR0500
 NR0500|---------------------------------------------------------------------|
 NR0500| PID    Reference Object                     Distance      Geod. Az  |
 NR0500|                                                           dddmmss.s |
 NR0500| NR0503 GAS                                 APPROX. 7.5 KM 2461126.3 |
 NR0500|---------------------------------------------------------------------|
 NR0500
 NR0500                          SUPERSEDED SURVEY CONTROL
 NR0500
 NR0500  NAD 83(1986)-  42 53 15.25616(N)    107 48 43.73769(W) AD(       ) 3
 NR0500  NAD 27      -  42 53 15.40923(N)    107 48 41.45358(W) AD(       ) 3
 NR0500  NGVD 29 (07/19/86) 1859.3    (m)         6100.     (f) VERT ANG       
 NR0500
 NR0500.Superseded values are not recommended for survey control.
 NR0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0500.See file dsdata.txt to determine how the superseded data were derived.
 NR0500
 NR0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7036252167(NAD 83)
 NR0500_MARKER: DD = SURVEY DISK
 NR0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0500_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0500+STABILITY: SURFACE MOTION
 NR0500
 NR0500  HISTORY     - Date     Condition        Report By
 NR0500  HISTORY     - 1950     MONUMENTED       USGS
 NR0500
 NR0500                          STATION DESCRIPTION
 NR0500
 NR0500'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0500'STATION IS LOCATED ABOUT 27 MI. SE. OF SHOSHONI AND ABOUT 30 MI. E-SE.
 NR0500'OF RIVERTON, ON A LOW FLAT-TOPPED RIDGE.
 NR0500'
 NR0500'TO REACH FROM RIVERTON POST OFFICE, FOLLOW MAIN STREET W. TO JUNCTION
 NR0500'OF U.S. 26 AND U.S. 320, TURN RIGHT AND FOLLOW MAIN RD. TO LANDER FOR
 NR0500'1.0 MI., TURN LEFT ON GRAVEL RD. AFTER CROSSING BRIDGE OVER WIND RIVER
 NR0500'AND PROCEED SE. FOR 1.3 MI. TO T-RD. E. (OHIO RD.), TURN LEFT AND
 NR0500'FOLLOW MAIN GRADED RD. TO INDIAN RESERVATION FENCE, 11.4 MI., DRIVE ON
 NR0500'E. ON MAIN RD. FOR 5.5 MI. TO T-RD. S., CONTINUE ON MAIN GRADED RD. TO
 NR0500'FORKS, 3.1 MI., TAKE RIGHT FOR 2.3 MI. TO BRIDGE AND THEN E. ON MAIN
 NR0500'RD. FOR 7.6 MI. TO RD. FORKS, TAKE LEFT FORK 2.5 MI. TO TOP OF LONG,
 NR0500'FLAT RIDGE.  STATION IS VISIBLE TO THE SW. FROM THIS POINT.  LEAVE
 NR0500'RD. AND DRIVE CROSS COUNTRY FOR 0.2 MI. TO HIGHEST POINT AND STATION.
 NR0500'
 NR0500'STATION MARK--STANDARD TABLET SET IN 6 IN. X 6 IN. CONCRETE POST
 NR0500'PROJECTING ABOUT 6 IN. ABOVE SURFACE, AND STAMPED ---SINCLAIR 1950
 NR0500'VABM 6103---.
 NR0500'
 NR0500'REFERENCE MARK NO. 1--STANDARD TABLET SET IN 6 IN. X 6 IN. CONCRETE
 NR0500'POST AND PROJECTING ABOUT 6 IN. ABOVE THE GROUND.  DISTANCE IS 31.08
 NR0500'FT. NE., S 29 DEG 22 MIN W.
 NR0500'
 NR0500'REFERENCE MARK NO. 2--STANDARD TABLET SET IN 6 IN. X 6 IN. CONCRETE
 NR0500'POST AND PROJECTING ABOUT 6 IN. ABOVE THE GROUND.  DISTANCE IS 35.15
 NR0500'FT., S 65 DEG 36 MIN E, OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0598 ***********************************************************************
 MP0598  DESIGNATION -  SINCLAIR EAST BASE
 MP0598  PID         -  MP0598
 MP0598  STATE/COUNTY-  WY/CARBON
 MP0598  USGS QUAD   -  FORT STEELE (1971)
 MP0598
 MP0598                         *CURRENT SURVEY CONTROL
 MP0598  ___________________________________________________________________
 MP0598* NAD 83(1993)-  41 45 57.51970(N)    106 58 05.18415(W)     ADJUSTED  
 MP0598* NAVD 88     -      2027.53   (+/-2cm)    6652.0    (feet)  VERTCON   
 MP0598  ___________________________________________________________________
 MP0598  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 MP0598  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 MP0598
 MP0598  HORZ ORDER  -  SECOND
 MP0598  VERT ORDER  -  THIRD ? (See Below)
 MP0598
 MP0598.The horizontal coordinates were established by classical geodetic methods
 MP0598.and adjusted by the National Geodetic Survey in January 1997..
 MP0598
 MP0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0598.The vertical order pertains to the NGVD 29 superseded value.
 MP0598
 MP0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0598
 MP0598.The geoid height was determined by GEOID03.
 MP0598
 MP0598;                    North         East     Units Scale Factor Converg.
 MP0598;SPC WYEC     -   240,650.717   430,368.046   MT  0.99994884   +0 14 35.8
 MP0598;UTM  13      - 4,625,665.440   336,406.552   MT  0.99992934   -1 18 40.4
 MP0598
 MP0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0598!SPC WYEC     -   0.99968421  x   0.99994884  =   0.99963307
 MP0598!UTM  13      -   0.99968421  x   0.99992934  =   0.99961358
 MP0598
 MP0598|---------------------------------------------------------------------|
 MP0598| PID    Reference Object                     Distance      Geod. Az  |
 MP0598|                                                           dddmmss.s |
 MP0598| CP5787 SINCLAIR EAST BASE RM 1              12.550 METERS 09505     |
 MP0598| CP5788 SINCLAIR EAST BASE RM 2              17.140 METERS 18351     |
 MP0598| CP5786 SINCLAIR EAST BASE AZ MK                           2113521.9 |
 MP0598| MP0605 SINCLAIR WATER TANK                 APPROX.11.9 KM 2764339.0 |
 MP0598| MP0606 SINCLAIR REFINERY C OF 3 STKS       APPROX.11.9 KM 2771920.1 |
 MP0598| MP0608 SALT LAKE CITY OMAHA AWY BN 27      APPROX. 8.7 KM 2974131.9 |
 MP0598|---------------------------------------------------------------------|
 MP0598
 MP0598                          SUPERSEDED SURVEY CONTROL
 MP0598
 MP0598  NAD 83(1986)-  41 45 57.50780(N)    106 58 05.17612(W) AD(       ) 2
 MP0598  NAD 27      -  41 45 57.65100(N)    106 58 03.02400(W) AD(       ) 2
 MP0598  NGVD 29 (07/19/86) 2026.40   (m)         6648.3    (f) LEVELING    3  
 MP0598
 MP0598.Superseded values are not recommended for survey control.
 MP0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0598.See file dsdata.txt to determine how the superseded data were derived.
 MP0598
 MP0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3640725665(NAD 83)
 MP0598_MARKER: DS = TRIANGULATION STATION DISK
 MP0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0598_STAMPING: SINCLAIR EAST BASE 1948
 MP0598_MARK LOGO: CGS   
 MP0598_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0598+STABILITY: SURFACE MOTION
 MP0598
 MP0598  HISTORY     - Date     Condition        Report By
 MP0598  HISTORY     - 1948     MONUMENTED       CGS
 MP0598  HISTORY     - 1949     GOOD             CGS
 MP0598  HISTORY     - 1953     GOOD             USGS
 MP0598  HISTORY     - 19790309 GOOD             NGS
 MP0598
 MP0598                          STATION DESCRIPTION
 MP0598
 MP0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0598'THE STATION IS LOCATED ON THE WEST EDGE OF A SMALL, BARE,
 MP0598'NORTH-SOUTH RIDGE, ABOUT 7.5 MILES AIR LINE EAST OF SINCLAIR,
 MP0598'ABOUT 1.75 MILE AIR LINE SOUTH OF FORT STEELE AND ABOUT 1.5
 MP0598'MILE AIR LINE NORTHWEST OF WHERE U.S. HIGHWAY 30 CROSSES
 MP0598'THE PLATTE RIVER.  THE STATION MARK IS 120 FEET WEST OF THE
 MP0598'CENTER LINE OF ROAD, 15 FEET EAST OF WHERE THE RIDGE DROPS
 MP0598'SHARPLY TO THE WEST, 8 FEET SOUTHEAST OF A WHITE WITNESS
 MP0598'POST, PROJECTS 4 INCHES AND STAMPED, SINCLAIR EAST BASE 1948.
 MP0598'
 MP0598'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN
 MP0598'THE STATION MARK, PROJECTS 2 INCHES AND STAMPED, SINCLAIR EAST
 MP0598'BASE NO 1 1948.
 MP0598'
 MP0598'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 MP0598'STATION MARK, PROJECTS 3 INCHES AND STAMPED, SINCLAIR EAST
 MP0598'BASE NO 2 1948.
 MP0598'
 MP0598'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO THE STATION,
 MP0598'100 FEET NORTH OF A FORK IN THE ROAD, 50 FEET WEST OF THE
 MP0598'CENTER LINE OF ROAD, 4 FEET EAST OF A WHITE WITNESS POST,
 MP0598'PROJECTS 2 INCHES AND STAMPED, SINCLAIR EAST BASE 1948.
 MP0598'
 MP0598'TO REACH THE STATION FROM THE SINCLAIR HOTEL IN SINCLAIR,
 MP0598'GO EAST ON U.S. HIGHWAY 30 FOR 7.7 MILES TO A TRACK ROAD LEFT,
 MP0598'NORTH, AT THE TOP OF A SMALL RIDGE.  TURN LEFT ON TRACK ROAD
 MP0598'FOR 0.2 MILE TO A REVERSE Y FORK AND THE AZIMUTH ON THE
 MP0598'LEFT, WEST.  CONTINUE NORTH ON THE TRACK ROAD FOR 0.6 MILE
 MP0598'TO THE STATION ON THE LEFT, WEST, AS DESCRIBED.  A DRIVE
 MP0598'STATION.
 MP0598
 MP0598                          STATION RECOVERY (1949)
 MP0598
 MP0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 MP0598'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 MP0598'CONDITION.  DESCRIPTION TO STATION WAS ADEQUATE FOR RECOVERY.
 MP0598
 MP0598                          STATION RECOVERY (1953)
 MP0598
 MP0598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JCD)
 MP0598'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 MP0598'
 MP0598'STATION MARK - STANDARD USC AND GS DISK STAMPED ---SINCLAIR EAST BASE
 MP0598'1948---.
 MP0598
 MP0598                          STATION RECOVERY (1979)
 MP0598
 MP0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MP0598'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 MP0598'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.
 MP0598'STATION IS REACHED FROM THE FORT STEEL, INTERSTATE HIGHWAY INTERCHANGE
 MP0598'WHICH IS ABOUT 8 MI (12.9 KM) EAST OF SINCLAIR.  GO NORTH ON A
 MP0598'SURFACED ROAD FOR 0.1 MI (0.2 KM) TO A CATTLE GUARD AT POINT WHERE
 MP0598'SURFACED ROAD TURNS RIGHT, CROSS CATTLE GUARD, TURN LEFT AND GO
 MP0598'WESTERLY ON TRACK ROAD, ALONG A POWER LINE FOR 0.7 MI (1.1 KM), TOP
 MP0598'HILL AND TRACK ROAD RIGHT.  TURN RIGHT AND CONTINUE ON TRACK ROAD FOR
 MP0598'0.15 MI (0.24 KM) TO THE AZIMUTH MARK ON LEFT, CONTINUE ON TRACK ROAD
 MP0598'IN A NORTHERLY DIRECTION FOR 0.6 MI (1.0 KM) TO TOP OF A SMALL KNOLL
 MP0598'AND STATION, AS DESCRIBED.
 MP0598' 
 MP0598'STATION IS A STANDARD DISK STAMPED--SINCLAIR EAST BASE 1948--, SET IN
 MP0598'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH, 9 FT (2.7 M) EAST
 MP0598'SOUTHEAST OF A WITNESS POST.
 MP0598' 
 MP0598'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED--SINCLAIR EAST BASE NO
 MP0598'1 1948--, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH.
 MP0598'MARK IS ABOUT 2 FT (0.6 M) LOWER IN ELEVATION THAN STATION MARK.
 MP0598' 
 MP0598'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED--SINCLAIR EAST BASE NO
 MP0598'2 1948--, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2
 MP0598'INCHES.  MARK IS ABOUT 1 FT (0.3 M) LOWER IN ELEVATION THAN STATION
 MP0598'MARK.
 MP0598' 
 MP0598'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED--SINCLAIR EAST
 MP0598'BASE 1948--, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1
 MP0598'INCH, 47 FT (14.3 M) WEST NORTHWEST OF CENTER OF THE TRACK ROAD, 3.6
 MP0598'FT (1.1 M) SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0606 ***********************************************************************
 MP0606  DESIGNATION -  SINCLAIR REFINERY C OF 3 STKS
 MP0606  PID         -  MP0606
 MP0606  STATE/COUNTY-  WY/CARBON
 MP0606  USGS QUAD   -  SINCLAIR (1981)
 MP0606
 MP0606                         *CURRENT SURVEY CONTROL
 MP0606  ___________________________________________________________________
 MP0606* NAD 83(1993)-  41 46 46.17052(N)    107 06 34.26228(W)     ADJUSTED  
 MP0606* NAVD 88     -                                                        
 MP0606  ___________________________________________________________________
 MP0606  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 MP0606  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MP0606
 MP0606  HORZ ORDER  -  THIRD
 MP0606
 MP0606.The horizontal coordinates were established by classical geodetic methods
 MP0606.and adjusted by the National Geodetic Survey in January 1997..
 MP0606
 MP0606
 MP0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0606
 MP0606.The geoid height was determined by GEOID03.
 MP0606
 MP0606;                    North         East     Units Scale Factor Converg.
 MP0606;SPC WYEC     -   242,111.363   418,606.053   MT  0.99994176   +0 08 56.8
 MP0606;UTM  13      - 4,627,444.689   324,688.420   MT  0.99997821   -1 24 21.1
 MP0606
 MP0606                          SUPERSEDED SURVEY CONTROL
 MP0606
 MP0606  NAD 83(1986)-  41 46 46.16001(N)    107 06 34.25400(W) AD(       ) 4
 MP0606  NAD 27      -  41 46 46.30900(N)    107 06 32.08700(W) AD(       ) 3
 MP0606
 MP0606.Superseded values are not recommended for survey control.
 MP0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0606.See file dsdata.txt to determine how the superseded data were derived.
 MP0606
 MP0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2468827445(NAD 83)
 MP0606_MARKER: 63 = STACK
 MP0606
 MP0606  HISTORY     - Date     Condition        Report By
 MP0606  HISTORY     - 1948     FIRST OBSERVED   CGS
 MP0606
 MP0606                          STATION DESCRIPTION
 MP0606
 MP0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0606'STATION IS THE LARGE CONCRETE STACK WHICH IS THE CENTER ONE
 MP0606'OF THREE AT THE REFINERY IN SINCLAIR.  THE STACK IS ABOUT 125
 MP0606'FEET HIGH AND IS ABOUT 100 FEET NORTH OF ROUTE 30.  THE
 MP0606'CENTER OF THE TOP OF THE STACK WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0605 ***********************************************************************
 MP0605  DESIGNATION -  SINCLAIR WATER TANK
 MP0605  PID         -  MP0605
 MP0605  STATE/COUNTY-  WY/CARBON
 MP0605  USGS QUAD   -  SINCLAIR (1981)
 MP0605
 MP0605                         *CURRENT SURVEY CONTROL
 MP0605  ___________________________________________________________________
 MP0605* NAD 83(1993)-  41 46 42.48438(N)    107 06 38.03843(W)     ADJUSTED  
 MP0605* NAVD 88     -                                                        
 MP0605  ___________________________________________________________________
 MP0605  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 MP0605  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MP0605
 MP0605  HORZ ORDER  -  THIRD
 MP0605
 MP0605.The horizontal coordinates were established by classical geodetic methods
 MP0605.and adjusted by the National Geodetic Survey in January 1997..
 MP0605
 MP0605
 MP0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0605
 MP0605.The geoid height was determined by GEOID03.
 MP0605
 MP0605;                    North         East     Units Scale Factor Converg.
 MP0605;SPC WYEC     -   241,997.417   418,519.149   MT  0.99994172   +0 08 54.3
 MP0605;UTM  13      - 4,627,333.139   324,598.452   MT  0.99997860   -1 24 23.5
 MP0605
 MP0605                          SUPERSEDED SURVEY CONTROL
 MP0605
 MP0605  NAD 83(1986)-  41 46 42.47387(N)    107 06 38.03006(W) AD(       ) 4
 MP0605  NAD 27      -  41 46 42.62200(N)    107 06 35.86100(W) AD(       ) 3
 MP0605
 MP0605.Superseded values are not recommended for survey control.
 MP0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0605.See file dsdata.txt to determine how the superseded data were derived.
 MP0605
 MP0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2459827333(NAD 83)
 MP0605_MARKER: 53 = ELEVATED TANK
 MP0605
 MP0605  HISTORY     - Date     Condition        Report By
 MP0605  HISTORY     - 1948     FIRST OBSERVED   CGS
 MP0605  HISTORY     - 1958     GOOD             CGS
 MP0605
 MP0605                          STATION DESCRIPTION
 MP0605
 MP0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0605'STATION IS THE METAL TANK SET ON STRUCTURAL STEEL LEGS AND
 MP0605'PAINTED ALUMINUM.  IT IS ABOUT 60 FEET HIGH AND IS ABOUT 30 PACES
 MP0605'SOUTH OF ROUTE 30 AND THE REFINERY IN SINCLAIR.  THE TOP OF THE
 MP0605'CENTER WAS THE POINT OBSERVED ON.
 MP0605
 MP0605                          STATION RECOVERY (1958)
 MP0605
 MP0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 MP0605'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 MP0605'DESCRIPTION SUBMITTED BY D.H. KONICHEK IN 1948 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0474 ***********************************************************************
 MP0474  DESIGNATION -  SINCLAIR WEST BASE
 MP0474  PID         -  MP0474
 MP0474  STATE/COUNTY-  WY/CARBON
 MP0474  USGS QUAD   -  SINCLAIR (1981)
 MP0474
 MP0474                         *CURRENT SURVEY CONTROL
 MP0474  ___________________________________________________________________
 MP0474* NAD 83(1993)-  41 46 42.84591(N)    107 03 51.92744(W)     ADJUSTED  
 MP0474* NAVD 88     -      2001.309  (meters)    6565.96   (feet)  ADJUSTED  
 MP0474  ___________________________________________________________________
 MP0474  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MP0474  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 MP0474  DYNAMIC HT  -        1999.647 (meters)    6560.51  (feet)  COMP
 MP0474  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 MP0474
 MP0474  HORZ ORDER  -  SECOND
 MP0474  VERT ORDER  -  FIRST     CLASS II
 MP0474
 MP0474.The horizontal coordinates were established by classical geodetic methods
 MP0474.and adjusted by the National Geodetic Survey in January 1997..
 MP0474
 MP0474.The orthometric height was determined by differential leveling
 MP0474.and adjusted by the National Geodetic Survey in June 1991..
 MP0474
 MP0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0474
 MP0474.The geoid height was determined by GEOID03.
 MP0474
 MP0474.The dynamic height is computed by dividing the NAVD 88
 MP0474.geopotential number by the normal gravity value computed on the
 MP0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0474.degrees latitude (g = 980.6199 gals.).
 MP0474
 MP0474.The modeled gravity was interpolated from observed gravity values.
 MP0474
 MP0474;                    North         East     Units Scale Factor Converg.
 MP0474;SPC WYEC     -   242,019.536   422,355.004   MT  0.99994365   +0 10 45.0
 MP0474;UTM  13      - 4,627,251.160   328,433.602   MT  0.99996222   -1 22 32.8
 MP0474
 MP0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0474!SPC WYEC     -   0.99968832  x   0.99994365  =   0.99963199
 MP0474!UTM  13      -   0.99968832  x   0.99996222  =   0.99965056
 MP0474
 MP0474:                Primary Azimuth Mark                     Grid Az
 MP0474:SPC WYEC     -  SALT LAKE CITY OMAHA AWY BN 27           006 45 01.3
 MP0474:UTM  13      -  SALT LAKE CITY OMAHA AWY BN 27           008 18 19.1
 MP0474
 MP0474|---------------------------------------------------------------------|
 MP0474| PID    Reference Object                     Distance      Geod. Az  |
 MP0474|                                                           dddmmss.s |
 MP0474| MP0608 SALT LAKE CITY OMAHA AWY BN 27      APPROX. 2.7 KM 0065546.3 |
 MP0474| CP5790 SINCLAIR WEST BASE RM 1              15.935 METERS 01144     |
 MP0474| CP5789 SINCLAIR WEST BASE AZ MK                           2623843.3 |
 MP0474| CP5791 SINCLAIR WEST BASE RM 2              14.930 METERS 26626     |
 MP0474| MP0229 E 319                                              2694020.3 |
 MP0474| MP0605 SINCLAIR WATER TANK                 APPROX. 3.8 KM 2695055.6 |
 MP0474| MP0606 SINCLAIR REFINERY C OF 3 STKS       APPROX. 3.8 KM 2713456.2 |
 MP0474|---------------------------------------------------------------------|
 MP0474
 MP0474                          SUPERSEDED SURVEY CONTROL
 MP0474
 MP0474  NAD 83(1986)-  41 46 42.83348(N)    107 03 51.91940(W) AD(       ) 2
 MP0474  NAD 27      -  41 46 42.98100(N)    107 03 49.75600(W) AD(       ) 2
 MP0474  NGVD 29 (06/08/92) 2000.189  (m)         6562.29   (f) ADJUSTED    1 2
 MP0474
 MP0474.Superseded values are not recommended for survey control.
 MP0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0474.See file dsdata.txt to determine how the superseded data were derived.
 MP0474
 MP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2843427251(NAD 83)
 MP0474_MARKER: DS = TRIANGULATION STATION DISK
 MP0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0474_SP_SET: CONCRETE POST
 MP0474_STAMPING: SINCLAIR WEST BASE 1948
 MP0474_MARK LOGO: CGS   
 MP0474_PROJECTION: PROJECTING 15 CENTIMETERS
 MP0474_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0474+STABILITY: SURFACE MOTION
 MP0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0474+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1992
 MP0474
 MP0474  HISTORY     - Date     Condition        Report By
 MP0474  HISTORY     - 1948     MONUMENTED       CGS
 MP0474  HISTORY     - 1953     GOOD             USGS
 MP0474  HISTORY     - 1972     GOOD             LOCENG
 MP0474  HISTORY     - 19790309 GOOD             NGS
 MP0474  HISTORY     - 1983     GOOD             NGS
 MP0474  HISTORY     - 19920818 GOOD             NGS
 MP0474
 MP0474                          STATION DESCRIPTION
 MP0474
 MP0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0474'THE STATION IS LOCATED IN OPEN COUNTRY, ABOUT 4.5 MILES AIR
 MP0474'LINE WEST OF FORT STEELE, ABOUT 3 MILES AIR LINE EAST OF
 MP0474'SINCLAIR AND ABOUT 0.35 MILE AIR LINE WEST OF RAILROAD MILE
 MP0474'POST NO. 674.  THE STATION MARK IS 45 PACES SOUTH OF THE SOUTH
 MP0474'RAIL OF THE UNION PACIFIC RAILROAD, 16 PACES SOUTH OF A TELEPHONE
 MP0474'POLE, 9 PACES SOUTH OF THE CENTER LINE OF TRACK ROAD, 8 FEET
 MP0474'NORTHEAST OF A WHITE WITNESS POST, PROJECTS 5 INCHES AND
 MP0474'STAMPED, SINCLAIR WEST BASE 1948.
 MP0474'
 MP0474'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE CENTER LINE OF
 MP0474'TRACK ROAD, 12 FEET EAST OF A TELEPHONE POLE, APPROXIMATELY
 MP0474'THE SAME ELEVATION AS THE STATION MARK, PROJECTS 2 INCHES
 MP0474'AND STAMPED, SINCLAIR WEST BASE NO 1 1948.
 MP0474'
 MP0474'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE CENTER LINE
 MP0474'OF TRACK ROAD, APPROXIMATELY THE SAME ELEVATION AS THE STATION
 MP0474'MARK, PROJECTS 2 INCHES AND STAMPED, SINCLAIR WEST BASE NO
 MP0474'2 1948.
 MP0474'
 MP0474'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO THE STATION,
 MP0474'200 FEET SOUTHWEST OF A POWER LINE POLE, 6 PACES SOUTHEAST
 MP0474'ON THE CENTER LINE OF TRACK ROAD, 4 FEET NORTH OF A WHITE
 MP0474'WITNESS POST, PROJECTS 12 INCHES AND STAMPED, SINCLAIR WEST
 MP0474'BASE NO 1 1948.
 MP0474'
 MP0474'TO REACH THE STATION FROM THE SINCLAIR HOTEL IN SINCLAIR,
 MP0474'GO EAST ON U.S. HIGHWAY 30 FOR 1.85 MILE TO A TRACK ROAD
 MP0474'ON THE LEFT, NORTH.  TURN LEFT AND GO NORTHEAST ON TRACK ROAD
 MP0474'FOR 0.25 MILE TO THE AZIMUTH ON THE RIGHT, SOUTHEAST.  CONTINUE
 MP0474'ON TRACK ROAD 0.4 MILE TO RAILROAD MILAGE POST NO. 674 AND
 MP0474'U.S.C. AND G.S. B.M. E 319 1947 ON THE LEFT, NORTH.  CONTINUE
 MP0474'ON TRACK ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT, SOUTH.
 MP0474'A DRIVE STATION.
 MP0474
 MP0474                          STATION RECOVERY (1953)
 MP0474
 MP0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JCD)
 MP0474'STATION MARK - STANDARD USC AND GS DISK, STAMPED ---SINCLAIR WEST
 MP0474'BASE 1948---.
 MP0474
 MP0474                          STATION RECOVERY (1972)
 MP0474
 MP0474'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (MP)
 MP0474'RECOVERED BY ROBERT JACK SMITH AND ASSOC.
 MP0474'
 MP0474'SINCLAIR WEST BASE 1948-EXCELLENT - TRIANGULATION STA.  REF
 MP0474'POST STILL UP
 MP0474'
 MP0474'SINCLAIR WEST BASE 1 1948-REF. MARK - EXCELLENT
 MP0474'
 MP0474'SINCLAIR WEST BASE 2 1948-REF MARK - EXCELLENT
 MP0474'
 MP0474'SINCLAIR WEST BASE 1 1948-AZ. MARK - EXCELLENT REF. POST
 MP0474'STILL UP
 MP0474'
 MP0474'DESCRIPTION OF STATION WAS EXCELLENT FOR RECOVERY
 MP0474
 MP0474                          STATION RECOVERY (1979)
 MP0474
 MP0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 MP0474'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 MP0474'DIRECTION TO REFERENCE MARKS COMPARED PREVIOUS DATA ADEQUATELY.
 MP0474'STATION IS ESTABLISHED ON LAND BY MR S BURTON OF SARATOGA, WYOMING.
 MP0474'STATION IS REACHED FROM THE SINCLAIR HOTEL IN SINCLAIR.  GO EAST AND
 MP0474'SOUTHEAST ON SURFACED ROAD FOR 1.8 MI (2.9 KM) TO A WIRE GATE ON LEFT,
 MP0474'ABOUT 0.15 MI (0.24 KM) NORTH OF INTERSTATE 80 HIGHWAY AND EAST
 MP0474'SINCLAIR ENTRANCE JUNCTION.  TURN LEFT, PASS THROUGH GATE AND EAST ON
 MP0474'GRAVELED ROAD FOR 0.2 MI (0.3 KM) TO FORK, KEEP LEFT AND CONTINUE ON
 MP0474'GRAVELED ROAD, NORTHEAST FOR 0.25 MI (0.40 KM) TO THE AZIMUTH MARK ON
 MP0474'RIGHT, CONTINUE AHEAD ON ROAD FOR 0.1 MI (0.2 KM) THENCE RIGHT AND GO
 MP0474'EAST ON TRACK ROAD ALONG SOUTH SIDE OF A RAILROAD TRACK RIGHT-OF-WAY
 MP0474'FENCE LINE FOR 0.6 MI (1.0 KM) TO STATION ON RIGHT, SOUTH SIDE OF
 MP0474'TRACK ROAD.
 MP0474' 
 MP0474'STATION IS A STANDARD DISK STAMPED--SINCLAIR WEST BASE 1948--, SET IN
 MP0474'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES, 135 FT (41.1 M)
 MP0474'SOUTH OF SOUTH RAIL OF RAILROAD TRACK, 49 FT (14.9 M) SOUTH OF A POWER
 MP0474'LINE POLE, 101 FT (30.8 M) SOUTH OF RAILROAD RIGHT-OF-WAY FENCE, 27 FT
 MP0474'(8.2 M) SOUTH OF CENTER OF A TRACK ROAD, 1.7 FT (0.5 M) NORTHWEST OF A
 MP0474'METAL WITNESS POST.
 MP0474' 
 MP0474'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--SINCLAIR WEST BASE NO 1
 MP0474'1948--, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES,
 MP0474'84 FT (25.6 M) SOUTH OF THE RAILROAD TRACK, 50.4 FT (15.4 M) SOUTH OF
 MP0474'THE FENCE LINE, 24 FT (7.3 M) NORTH OF THE TRACK ROAD, 11.5 FT (3.5 M)
 MP0474'EAST OF A POWER POLE.
 MP0474' 
 MP0474'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--SINCLAIR WEST BASE NO 2
 MP0474'1948--, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES,
 MP0474'28 FT (8.5 M) SOUTH OF THE TRACK ROAD.
 MP0474' 
 MP0474'AZIMUTH MARK IS A STANDARD DISK STAMPED--SINCLAIR WEST BASE 1948--,
 MP0474'SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 10 INCHES, 12 FT
 MP0474'(3.7 M) SOUTHEAST OF CENTER OF A GRAVELED ROAD, 2.3 FT (0.7 M) NORTH
 MP0474'OF A METAL WITNESS POST.
 MP0474
 MP0474                          STATION RECOVERY (1983)
 MP0474
 MP0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0474'4.0 KM (2.5 MI) EAST FROM SINCLAIR.
 MP0474'THE MARK IS 0.3 M ABOVE THE TRACK ROAD.
 MP0474'4.0 KM (2.5 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE THE
 MP0474'STATION IN SINCLAIR, 0.5 KM (0.3 MI) EAST OF MILEPOST 674, 41.2 METERS
 MP0474'(135.2 FT) SOUTH OF THE NEAR RAIL, 14.6 METERS (47.9 FT) SOUTH OF A
 MP0474'UTILITY POLE, AND 8.3 METERS (27.2 FT) SOUTH OF THE CENTER OF A TRACK
 MP0474'ROAD.
 MP0474'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MP0474
 MP0474                          STATION RECOVERY (1992)
 MP0474
 MP0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MP0474'STATION IS LOCATED ABOUT 4 KM (2.5 MI) EAST OF SINCLAIR, 1 KM
 MP0474'(0.6 MI) NORTH OF INTERSTATE HIGHWAY 80, ALONG A TRACK ROAD THAT
 MP0474'PARALLELS A RAILROAD TRACK.  OWNERSHIP--U.S. BUREAU OF LAND
 MP0474'MANAGEMENT.  PRIVATE LAND IS CROSSED BUT ACCESS IS ALLOWED.
 MP0474'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 80
 MP0474'AND A PAVED ROAD LEADING TO EAST SINCLAIR (EXIT 221), GO NORTHWEST ON
 MP0474'PAVED ROAD FOR 0.30 KM (0.19 MI) TO A GRADED ROAD RIGHT AND WIRE
 MP0474'GATE.  TURN RIGHT, EASTERLY, PASSING THROUGH GATE, FOR 0.26 KM
 MP0474'(0.16 MI) TO A FORK.  KEEP LEFT ON MAIN ROAD FOR 0.03 KM (0.02 MI) TO
 MP0474'A SLIM FORK.  KEEP LEFT, NORTH, ON TRACK ROAD FOR 0.67 KM (0.42 MI)
 MP0474'TO ROW OF UTILITY POLES ALONG RAILROAD TRACK.  CONTINUE EAST ON ROAD
 MP0474'FOR 0.38 KM (0.24 MI) TO UTILITY POLE WITH RAILROAD MILEPOST 674
 MP0474'ATTACHED, AND BENCH MARK E 319 ON THE LEFT.  CONTINUE AHEAD FOR 0.48
 MP0474'KM (0.30 MI) TO THE STATION ON THE RIGHT.
 MP0474'STATION MARK IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST
 MP0474'PROJECTING 10 CM ABOVE GROUND.  IT IS 8.1 M (26.6 FT) SOUTH OF THE
 MP0474'ROAD CENTER, 15.1 M (49.5 FT) SOUTH OF A UTILITY POLE, AND 0.7 M
 MP0474'(2.3 FT) NORTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0486 ***********************************************************************
 NR0486  DESIGNATION -  SIS
 NR0486  PID         -  NR0486
 NR0486  STATE/COUNTY-  WY/FREMONT
 NR0486  USGS QUAD   -  COYOTE SPRINGS (1984)
 NR0486
 NR0486                         *CURRENT SURVEY CONTROL
 NR0486  ___________________________________________________________________
 NR0486* NAD 83(1993)-  42 41 19.73861(N)    107 41 18.75637(W)     ADJUSTED  
 NR0486* NAVD 88     -      2117.1    (meters)    6946.     (feet)  VERTCON   
 NR0486  ___________________________________________________________________
 NR0486  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 NR0486  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 NR0486
 NR0486  HORZ ORDER  -  THIRD
 NR0486
 NR0486.The horizontal coordinates were established by classical geodetic methods
 NR0486.and adjusted by the National Geodetic Survey in January 1997..
 NR0486
 NR0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0486
 NR0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0486
 NR0486.The geoid height was determined by GEOID03.
 NR0486
 NR0486;                    North         East     Units Scale Factor Converg.
 NR0486;SPC WYWC     -   243,632.953   686,982.666   MT  1.00003055   +0 43 11.0
 NR0486;UTM  13      - 4,729,764.279   279,751.989   MT  1.00019684   -1 49 25.0
 NR0486
 NR0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0486!SPC WYWC     -   0.99967001  x   1.00003055  =   0.99970055
 NR0486!UTM  13      -   0.99967001  x   1.00019684  =   0.99986679
 NR0486
 NR0486:                Primary Azimuth Mark                     Grid Az
 NR0486:SPC WYWC     -  RIM                                      042 18 00.3
 NR0486:UTM  13      -  RIM                                      044 50 36.3
 NR0486
 NR0486|---------------------------------------------------------------------|
 NR0486| PID    Reference Object                     Distance      Geod. Az  |
 NR0486|                                                           dddmmss.s |
 NR0486| NR0468 RIM                                 APPROX. 9.8 KM 0430111.3 |
 NR0486|---------------------------------------------------------------------|
 NR0486
 NR0486                          SUPERSEDED SURVEY CONTROL
 NR0486
 NR0486  NAD 83(1986)-  42 41 19.72720(N)    107 41 18.75595(W) AD(       ) 3
 NR0486  NAD 27      -  42 41 19.88284(N)    107 41 16.48626(W) AD(       ) 3
 NR0486  NGVD 29 (07/19/86) 2116.1    (m)         6943.     (f) VERT ANG       
 NR0486
 NR0486.Superseded values are not recommended for survey control.
 NR0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0486.See file dsdata.txt to determine how the superseded data were derived.
 NR0486
 NR0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7975229764(NAD 83)
 NR0486_MARKER: DD = SURVEY DISK
 NR0486_SETTING: 0 = UNSPECIFIED SETTING
 NR0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0486
 NR0486  HISTORY     - Date     Condition        Report By
 NR0486  HISTORY     - 1948     MONUMENTED       USGS
 NR0486
 NR0486                          STATION DESCRIPTION
 NR0486
 NR0486'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0486'STATION IS LOCATED ABOUT 15 MI. NW. OF SPLITROCK POST OFFICE, WYOMING.
 NR0486'
 NR0486'TO REACH STATION FROM THREE FORKS, WYOMING, FOLLOW U.S. HIGHWAY 287
 NR0486'NW. ABOUT 22.1 MI. TO RANCH RD. N.  TURN RIGHT, N. ON RANCH RD. AND
 NR0486'GO 0.6 MI. TO GATE, CONTINUE 1.5 MI. TO SWINGING GATE, CONTINUE 0.6
 NR0486'MI. TO WOODEN BRIDGE, OVER SWEETWATER RIVER, CONTINUE 0.1 MI. TO FORK,
 NR0486'FOLLOW FAINT RD. N. ALONG A FENCE ROW 0.1 MI. TO WOODEN SWINGING GATE,
 NR0486'KEEP TO WELL TRAVELED RD. FOR 2.2 MI. TO GATE, CONTINUE 0.6 MI. TO
 NR0486'CREEK BED, CROSS CREEK BED AND CONTINUE 0.1 MI. TO FORK, TAKE RIGHT
 NR0486'FORK 4.7 MI. TO JOINING RD., CONTINUE N. 2.7 MI. TO CROSSROAD,
 NR0486'CONTINUE STRAIGHT 1.8 MI. TO CROSSROAD, CONTINUE STRAIGHT 1.6 MI.
 NR0486'TO FORK, TAKE RIGHT FORK NE. 0.3 MI.  CONTINUE STRAIGHT ACROSS
 NR0486'COUNTRY E. 0.1 MI. TO TOP OF RIDGE.  STATION IS 621.8 FT. FROM CENTER
 NR0486'OF RD.
 NR0486'
 NR0486'STATION MARK--STANDARD TABLET STAMPED ---SIS 1948 VABM 6943---, SET
 NR0486'IN TOP OF CONCRETE POST BURIED IN GROUND PROJECTING 0.5 FT.
 NR0486'
 NR0486'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN TOP OF CONCRETE
 NR0486'POST BURIED IN GROUND, PROJECTING 0.5 FT., STAMPED ---SIS NO. 1
 NR0486'1948---, 51.50 FT. S. OF STATION, N 44 DEG 32 MIN E.
 NR0486'
 NR0486'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN TOP OF CONCRETE
 NR0486'POST BURIED IN GROUND, PROJECTING 0.5 FT., STAMPED ---SIS NO. 2
 NR0486'1948---, 61.70 FT. W. OF STATION, S 50 DEG 16 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0628 ***********************************************************************
 NQ0628  DESIGNATION -  SIX MILE
 NQ0628  PID         -  NQ0628
 NQ0628  STATE/COUNTY-  WY/ALBANY
 NQ0628  USGS QUAD   -  PINTO CREEK (1968)
 NQ0628
 NQ0628                         *CURRENT SURVEY CONTROL
 NQ0628  ___________________________________________________________________
 NQ0628* NAD 83(1993)-  42 01 03.15847(N)    105 44 04.44199(W)     ADJUSTED  
 NQ0628* NAVD 88     -      2315.6    (meters)    7597.     (feet)  VERTCON   
 NQ0628  ___________________________________________________________________
 NQ0628  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 NQ0628  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 NQ0628
 NQ0628  HORZ ORDER  -  THIRD
 NQ0628
 NQ0628.The horizontal coordinates were established by classical geodetic methods
 NQ0628.and adjusted by the National Geodetic Survey in January 1997..
 NQ0628
 NQ0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0628
 NQ0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0628
 NQ0628.The geoid height was determined by GEOID03.
 NQ0628
 NQ0628;                    North         East     Units Scale Factor Converg.
 NQ0628;SPC WY E     -   168,682.300   152,964.791   MT  0.99996471   -0 22 48.5
 NQ0628;UTM  13      - 4,651,985.087   439,181.427   MT  0.99964551   -0 29 30.1
 NQ0628
 NQ0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0628!SPC WY E     -   0.99963877  x   0.99996471  =   0.99960349
 NQ0628!UTM  13      -   0.99963877  x   0.99964551  =   0.99928441
 NQ0628
 NQ0628:                Primary Azimuth Mark                     Grid Az
 NQ0628:SPC WY E     -  BOX CANYON                               188 35 48.4
 NQ0628:UTM  13      -  BOX CANYON                               188 42 30.0
 NQ0628
 NQ0628|---------------------------------------------------------------------|
 NQ0628| PID    Reference Object                     Distance      Geod. Az  |
 NQ0628|                                                           dddmmss.s |
 NQ0628| MO1296 BOX CANYON                          APPROX. 7.2 KM 1881259.9 |
 NQ0628|---------------------------------------------------------------------|
 NQ0628
 NQ0628                          SUPERSEDED SURVEY CONTROL
 NQ0628
 NQ0628  NAD 83(1986)-  42 01 03.14342(N)    105 44 04.43452(W) AD(       ) 3
 NQ0628  NAD 27      -  42 01 03.25635(N)    105 44 02.43305(W) AD(       ) 3
 NQ0628  NGVD 29 (07/19/86) 2314.6    (m)         7594.     (f) VERT ANG       
 NQ0628
 NQ0628.Superseded values are not recommended for survey control.
 NQ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0628.See file dsdata.txt to determine how the superseded data were derived.
 NQ0628
 NQ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG3918151985(NAD 83)
 NQ0628_MARKER: DD = SURVEY DISK
 NQ0628_SETTING: 0 = UNSPECIFIED SETTING
 NQ0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0628
 NQ0628  HISTORY     - Date     Condition        Report By
 NQ0628  HISTORY     - 1953     MONUMENTED       USGS
 NQ0628
 NQ0628                          STATION DESCRIPTION
 NQ0628
 NQ0628'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 NQ0628'STATION IS LOCATED ABOUT 23 MI. NE. OF ROCK RIVER, IN SEC. 29,
 NQ0628'T 24 N, R 74 W, ON THE HIGHEST POINT OF BROAD TOP OVERLOOKING SIX
 NQ0628'MILE DRAW TO THE S.
 NQ0628'
 NQ0628'TO REACH STATION FROM THE ROCK RIVER SCHOOLHOUSE, GO N. ON U.S.
 NQ0628'HIGHWAY 30 1.3 MI. TO A POINT WHERE THE OLD HIGHWAY FORKS OFF TO THE
 NQ0628'RIGHT, TAKE THE OLD RD. AND GO 1.3 MI. TO CROSSROADS, TURN RIGHT AND
 NQ0628'FOLLOW SIGNS MARKED ---GARRETT RTE--- 15.1 MI. TO RD. FORK, TAKE LEFT
 NQ0628'FORK AND FOLLOW FETTERMAN ROAD 10.6 MI. TO TRACK RD. TURNOFF ON THE
 NQ0628'RIGHT, TURN RIGHT ONTO THIS RD. AND GO 1.1 MI. TO RD. FORK, TAKE
 NQ0628'RIGHT FORK AND FOLLOW THIS RD. UP DRAW 2.2 MI. TO FENCE LINE, TURN
 NQ0628'RIGHT ALONG FENCE LINE AND GO 0.1 MI. TO TOP OF THE RIDGE, AT THIS
 NQ0628'POINT TURN RIGHT AND GO CROSS COUNTRY HEADING GENERALLY SW. UP
 NQ0628'RIDGE FOR 0.9 MI. TO TOP AND STATION SITE.
 NQ0628'
 NQ0628'STATION MARK--STANDARD USGS TABLET, SET IN LIMESTONE ROCK, STAMPED
 NQ0628'---SIX MILE 1953---.
 NQ0628'
 NQ0628'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0284 ***********************************************************************
 NS0284  DESIGNATION -  SKULL
 NS0284  PID         -  NS0284
 NS0284  STATE/COUNTY-  WY/FREMONT
 NS0284  USGS QUAD   -  HALLS MEADOW SPRING (1986)
 NS0284
 NS0284                         *CURRENT SURVEY CONTROL
 NS0284  ___________________________________________________________________
 NS0284* NAD 83(1993)-  42 25 13.32636(N)    109 01 39.66349(W)     ADJUSTED  
 NS0284* NAVD 88     -      2376.0    (meters)    7795.     (feet)  VERTCON   
 NS0284  ___________________________________________________________________
 NS0284  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 NS0284  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 NS0284
 NS0284  HORZ ORDER  -  THIRD
 NS0284
 NS0284.The horizontal coordinates were established by classical geodetic methods
 NS0284.and adjusted by the National Geodetic Survey in January 1997..
 NS0284
 NS0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0284
 NS0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0284
 NS0284.The geoid height was determined by GEOID03.
 NS0284
 NS0284;                    North         East     Units Scale Factor Converg.
 NS0284;SPC WYWC     -   213,305.573   577,147.104   MT  0.99994392   -0 11 14.3
 NS0284;UTM  12      - 4,698,335.332   662,265.970   MT  0.99992397   +1 19 50.7
 NS0284
 NS0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0284!SPC WYWC     -   0.99962937  x   0.99994392  =   0.99957331
 NS0284!UTM  12      -   0.99962937  x   0.99992397  =   0.99955337
 NS0284
 NS0284:                Primary Azimuth Mark                     Grid Az
 NS0284:SPC WYWC     -  ACORN                                    097 37 04.1
 NS0284:UTM  12      -  ACORN                                    096 05 59.1
 NS0284
 NS0284|---------------------------------------------------------------------|
 NS0284| PID    Reference Object                     Distance      Geod. Az  |
 NS0284|                                                           dddmmss.s |
 NS0284| NS0234 ACORN                               APPROX. 4.0 KM 0972549.8 |
 NS0284|---------------------------------------------------------------------|
 NS0284
 NS0284                          SUPERSEDED SURVEY CONTROL
 NS0284
 NS0284  NAD 83(1986)-  42 25 13.30901(N)    109 01 39.66203(W) AD(       ) 3
 NS0284  NAD 27      -  42 25 13.47354(N)    109 01 37.23382(W) AD(       ) 3
 NS0284  NGVD 29 (07/19/86) 2374.7    (m)         7791.     (f) VERT ANG       
 NS0284
 NS0284.Superseded values are not recommended for survey control.
 NS0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0284.See file dsdata.txt to determine how the superseded data were derived.
 NS0284
 NS0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM6226698335(NAD 83)
 NS0284_MARKER: DD = SURVEY DISK
 NS0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0284
 NS0284  HISTORY     - Date     Condition        Report By
 NS0284  HISTORY     - 1951     MONUMENTED       USGS
 NS0284
 NS0284                          STATION DESCRIPTION
 NS0284
 NS0284'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0284'LOCATED ABOUT 1.5 MI. S. OF SWEETWATER RANGER STATION RD. ON A SMALL
 NS0284'TOP IN VALLEY ABOUT 0.3 MI. E. OF A PROMINIENT SMALL TOP.
 NS0284'
 NS0284'TO REACH FROM NEW SOUTH PASS, WYOMING GO S. ON U.S. HIGHWAY 28 FOR
 NS0284'6.8 MI. TO SWEETWATER RIVER.  CROSS RIVER AND PROCEED ON HIGHWAY FOR
 NS0284'0.8 MI. TO A RD. W. FROM HIGHWAY - SWEETWATER RANGER STATION RD.-
 NS0284'PROCEED W. ON RANGER STATION RD. FOR 4.5 MI. TO A RD. S. PROCEED W.
 NS0284'ON RANGER STATION RD. FOR 0.7 MI. TO TOP OF SMALL HILL AND DIM
 NS0284'CROSSROADS.  TURN LEFT S. ON DIM RD. AND GO 1.0 MI.TO A DIM CROSSROAD.
 NS0284'STATION IS ABOUT 400 FT. NW. OF DIM CROSSROAD.
 NS0284'
 NS0284'STATION MARK - STANDARD BRONZE TABLET WELDED IN AN IRON PIPE
 NS0284'PROTRUDING 8-IN.  ABOVE SURFACE OF GROUND STAMPED
 NS0284'---WR-SKULL 1951 7793---.
 NS0284'
 NS0284'REFERENCE  MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0665 ***********************************************************************
 MP0665  DESIGNATION -  SLAB
 MP0665  PID         -  MP0665
 MP0665  STATE/COUNTY-  WY/CARBON
 MP0665  USGS QUAD   -  DOTY MOUNTAIN (1982)
 MP0665
 MP0665                         *CURRENT SURVEY CONTROL
 MP0665  ___________________________________________________________________
 MP0665* NAD 83(1993)-  41 29 38.41890(N)    107 42 56.44006(W)     ADJUSTED  
 MP0665* NAVD 88     -      2131.     (meters)    6991.     (feet)  VERTCON   
 MP0665  ___________________________________________________________________
 MP0665  LAPLACE CORR-           7.30  (seconds)                    DEFLEC99
 MP0665  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MP0665
 MP0665  HORZ ORDER  -  SECOND
 MP0665
 MP0665.The horizontal coordinates were established by classical geodetic methods
 MP0665.and adjusted by the National Geodetic Survey in January 1997..
 MP0665
 MP0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0665
 MP0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0665
 MP0665.The geoid height was determined by GEOID03.
 MP0665
 MP0665;                    North         East     Units Scale Factor Converg.
 MP0665;SPC WYEC     -   210,451.790   368,074.725   MT  0.99995004   -0 15 12.0
 MP0665;UTM  13      - 4,597,159.460   273,310.592   MT  1.00023245   -1 48 00.1
 MP0665
 MP0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0665!SPC WYEC     -   0.99966807  x   0.99995004  =   0.99961813
 MP0665!UTM  13      -   0.99966807  x   1.00023245  =   0.99990044
 MP0665
 MP0665|---------------------------------------------------------------------|
 MP0665| PID    Reference Object                     Distance      Geod. Az  |
 MP0665|                                                           dddmmss.s |
 MP0665| CP5796 SLAB RM 1                             6.641 METERS 03342     |
 MP0665| CP5797 SLAB RM 2                            16.366 METERS 13452     |
 MP0665| CP5795 SLAB AZ MK                                         1800337.7 |
 MP0665| MP0671 WASHAKIE                            APPROX. 6.9 KM 2563036.4 |
 MP0665|---------------------------------------------------------------------|
 MP0665
 MP0665                          SUPERSEDED SURVEY CONTROL
 MP0665
 MP0665  NAD 83(1986)-  41 29 38.40690(N)    107 42 56.43006(W) AD(       ) 2
 MP0665  NAD 27      -  41 29 38.55400(N)    107 42 54.17400(W) AD(       ) 2
 MP0665  NGVD 29 (07/19/86) 2130.     (m)         6988.     (f) VERT ANG       
 MP0665
 MP0665.Superseded values are not recommended for survey control.
 MP0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0665.See file dsdata.txt to determine how the superseded data were derived.
 MP0665
 MP0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF7331197159(NAD 83)
 MP0665_MARKER: DS = TRIANGULATION STATION DISK
 MP0665_SETTING: 66 = SET IN ROCK OUTCROP
 MP0665
 MP0665  HISTORY     - Date     Condition        Report By
 MP0665  HISTORY     - 1937     MONUMENTED       CGS
 MP0665  HISTORY     - 1966     GOOD             USGS
 MP0665
 MP0665                          STATION DESCRIPTION
 MP0665
 MP0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0665'STATION IS LOCATED ABOUT 11 MILES N AND 2 MILES E OF DAD,
 MP0665'POST OFFICE, WYOMING.  IT IS ON TOP OF A LOW SAGE COVERED
 MP0665'RIDGE THAT RUNS N AND S ON THE N SIDE OF MUDDY CREEK.  STATION IS
 MP0665'20 FEET W OF E RIM.
 MP0665'
 MP0665'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 MP0665'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MP0665'
 MP0665'AZIMUTH MARK IS ABOUT 0.25 MILE S OF THE STATION ON SAME
 MP0665'RIDGE.  IT IS ABOUT 25 YARDS W OF E RIM AND AT ABOUT THE
 MP0665'SAME ELEVATION AS THE STATION.
 MP0665'
 MP0665'STATION IS REACHED FROM BAGGS, WYOMING, BY GOING N ON STATE
 MP0665'HIGHWAY 87 (PAVED) FOR 22 MILES TO A CROSSROADS AND A SIGN
 MP0665'POINTING TO DAD.  THENCE CONTINUE N ON HIGHWAY 87, FOR 7.75
 MP0665'MILES TO A BRIDGE OVER MUDDY CREEK.  THENCE CONTINUE N ON
 MP0665'HIGHWAY FOR 0.3 MILE TO A SIDE ROAD RIGHT AND A MAIL BOX
 MP0665'ON THE RIGHT.  THENCE LEAVE HIGHWAY 87 AND TURN RIGHT AND
 MP0665'FOLLOW A TRAIL ROAD UP MUDDY CREEK FOR 0.4 MILE TO A DIM
 MP0665'FORK.  THENCE RIGHT FORK ON MAIN-TRAVELED ROAD FOR 1.2 MILES
 MP0665'TO A RANCH.  THENCE KEEP TO THE LEFT OF THE BUILDINGS AND
 MP0665'CONTINUE NE FOR 0.1 MILE TO A GATE.  PASS THRU GATE AND
 MP0665'CONTINUE ON MAIN-TRAVELED ROAD FOR 0.45 MILE TO A FORK.
 MP0665'THENCE RIGHT FORK AND ACROSS WASH AND UP MUDDY CREEK
 MP0665'NORTHEASTERLY FOR 2.3 MILES TO WHERE A ROAD COMES IN ON THE LEFT.
 MP0665'THENCE MAKE A U TURN TO THE LEFT AND FOLLOW THIS ROAD UP
 MP0665'OVER RIDGES AND UP VALLEY FOR 0.55 MILE TO A FORK.  THENCE
 MP0665'LEFT FORK UP VALLEY FOR 0.45 MILE TO A WASH.  CROSS WASH
 MP0665'BY GOING TO THE RIGHT OF THE OLD CROSSING FOR ABOUT 100
 MP0665'YARDS THEN BACK TO ROAD AND CONTINUE UP VALLEY NW AND UP
 MP0665'RIDGE TO THE W FOR 0.85 MILE TO THE TOP OF RIDGE.
 MP0665'THENCE LEAVE ROAD, TURN LEFT ALONG THE TOP OF THE
 MP0665'RIDGE, S FOR 0.15 MILE TO STATION.
 MP0665
 MP0665                          STATION RECOVERY (1966)
 MP0665
 MP0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MP0665'RECOVERED AND REVISED DESCRIPTION OF THE STATION
 MP0665'FOLLOWS
 MP0665'
 MP0665'STATION IS LOCATED ABOUT 31 MI. (AIRLINE) N. OF BAGGS, WYOMING,
 MP0665'ABOUT 2.5 MI. E. OF STATE HIGHWAY 789, IN THE NW. 1/4 SEC. 36,
 MP0665'T 18 N, R 92 W, ON A RELATIVELY LOW N-S. RIDGE.
 MP0665'
 MP0665'TO REACH THE STATION FROM THE POST OFFICE IN BAGGS, PROCEED N. ALONG
 MP0665'STATE HIGHWAY 789 32.3 MI. TO TRACK RD. E. (ABOUT 3.3 MI. N. OF THE
 MP0665'SECOND BRIDGE OVER MUDDY CREEK), TURN RIGHT (E.) 2.0 MI. TO RD. AT
 MP0665'SUMMIT, TURN LEFT (N.) ACROSS COUNTRY 1.0 MI. TO RIDGE TOP AND THE
 MP0665'STATION.
 MP0665'
 MP0665'TO REACH FROM CRESTON, WYOMING, GO S. ON STATE HIGHWAY 789 FOR 15.6
 MP0665'MI. TO CROSSROAD AT CREST, TURN LEFT (E.) THROUGH GATE AND FOLLOW
 MP0665'MAIN TRAVELED RD. FOR 2.3 MI. TO Y-RD., TAKE RIGHT FORK 1.6 MI. TO
 MP0665'THE STATION ON A LOW RIDGE.
 MP0665'
 MP0665'STATION MARK--STANDARD USC AND GS DISK, CEMENTED IN OUTCROP,
 MP0665'STATION IS ABOUT 0.1 FT. BELOW THE GROUND SURFACE, AND STAMPED
 MP0665'---SLAB 1937---.
 MP0665'
 MP0665'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0770 ***********************************************************************
 MR0770  DESIGNATION -  SLATE
 MR0770  PID         -  MR0770
 MR0770  STATE/COUNTY-  WY/LINCOLN
 MR0770  USGS QUAD   -  ROUND MOUNTAIN (1978)
 MR0770
 MR0770                         *CURRENT SURVEY CONTROL
 MR0770  ___________________________________________________________________
 MR0770* NAD 83(1993)-  41 55 15.58069(N)    110 28 01.82926(W)     ADJUSTED  
 MR0770* NAVD 88     -      2444.2    (meters)    8019.     (feet)  VERTCON   
 MR0770  ___________________________________________________________________
 MR0770  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 MR0770  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 MR0770
 MR0770  HORZ ORDER  -  THIRD
 MR0770
 MR0770.The horizontal coordinates were established by classical geodetic methods
 MR0770.and adjusted by the National Geodetic Survey in January 1997..
 MR0770
 MR0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0770
 MR0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0770
 MR0770.The geoid height was determined by GEOID03.
 MR0770
 MR0770;                    North         East     Units Scale Factor Converg.
 MR0770;SPC WY W     -   257,874.194   768,161.100   MT  0.99994997   -0 15 23.2
 MR0770;UTM  12      - 4,641,141.665   544,181.928   MT  0.99962402   +0 21 21.6
 MR0770
 MR0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0770!SPC WY W     -   0.99961895  x   0.99994997  =   0.99956894
 MR0770!UTM  12      -   0.99961895  x   0.99962402  =   0.99924312
 MR0770
 MR0770:                Primary Azimuth Mark                     Grid Az
 MR0770:SPC WY W     -  WILLOW                                   315 52 19.2
 MR0770:UTM  12      -  WILLOW                                   315 15 34.4
 MR0770
 MR0770|---------------------------------------------------------------------|
 MR0770| PID    Reference Object                     Distance      Geod. Az  |
 MR0770|                                                           dddmmss.s |
 MR0770| MR0826 WILLOW                              APPROX. 6.1 KM 3153656.0 |
 MR0770|---------------------------------------------------------------------|
 MR0770
 MR0770                          SUPERSEDED SURVEY CONTROL
 MR0770
 MR0770  NAD 83(1986)-  41 55 15.57088(N)    110 28 01.82714(W) AD(       ) 3
 MR0770  NAD 27      -  41 55 15.77178(N)    110 27 59.21543(W) AD(       ) 3
 MR0770  NGVD 29 (07/19/86) 2442.8    (m)         8014.     (f) VERT ANG       
 MR0770
 MR0770.Superseded values are not recommended for survey control.
 MR0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0770.See file dsdata.txt to determine how the superseded data were derived.
 MR0770
 MR0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4418241142(NAD 83)
 MR0770
 MR0770  HISTORY     - Date     Condition        Report By
 MR0770  HISTORY     - 1944     MONUMENTED       USGS
 MR0770  HISTORY     - 1969     GOOD             USGS
 MR0770
 MR0770                          STATION DESCRIPTION
 MR0770
 MR0770'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 MR0770'LOCATED ON LARGE BALD HILL ABOUT 9 MI. N.AND 4 MI. E. OF KEMMERER,
 MR0770'ABOUT 4 MI. NW. OF ROUND MOUNTAIN, AND OVERLOOKING THE UPPER DRAINAGE
 MR0770'BASIN OF SLATE CREEK.  TO REACH STATION FROM KEMMERER, DRIVE N. ON
 MR0770'U.S. HIGHWAY 189 FOR 9.4 MI. TO SUMMIT, TURN N. ON DIM RD. AND FOLLOW
 MR0770'RD. AND RIDGE FOR 4.0 MI. TO STATION, WHICH IS ON HIGHEST POINT AND IN
 MR0770'MIDDLE OF A BROAD TOP.
 MR0770'
 MR0770'RECOVERED.
 MR0770'
 MR0770'STATION MARK - STANDARD TABLET STAMPED ---SLATE 1944--- CEMENTED IN
 MR0770'QUARTZITE LEDGE.
 MR0770'
 MR0770'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET, STAMPED
 MR0770'---NO.1--- CEMENTED IN QUARTZITE SLAB, 18.90 FT. FROM STATION MARK,
 MR0770'N 20 DEG 24 MIN E.
 MR0770'
 MR0770'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER CEMENTED IN QUARTZITE
 MR0770'LEDGE 23.40 FT. FROM STATION MARK, S 64 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1166 ***********************************************************************
 MO1166  DESIGNATION -  SLATER
 MO1166  PID         -  MO1166
 MO1166  STATE/COUNTY-  WY/PLATTE
 MO1166  USGS QUAD   -  CHUGWATER (1990)
 MO1166
 MO1166                         *CURRENT SURVEY CONTROL
 MO1166  ___________________________________________________________________
 MO1166* NAD 83(1993)-  41 51 25.33390(N)    104 48 34.27852(W)     ADJUSTED  
 MO1166* NAVD 88     -      1625.     (meters)    5331.     (feet)  SCALED    
 MO1166  ___________________________________________________________________
 MO1166  LAPLACE CORR-         -11.11  (seconds)                    DEFLEC99
 MO1166  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 MO1166
 MO1166  HORZ ORDER  -  SECOND
 MO1166
 MO1166.The horizontal coordinates were established by classical geodetic methods
 MO1166.and adjusted by the National Geodetic Survey in January 1997..
 MO1166
 MO1166.The orthometric height was scaled from a topographic map.
 MO1166
 MO1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1166
 MO1166.The geoid height was determined by GEOID03.
 MO1166
 MO1166;                    North         East     Units Scale Factor Converg.
 MO1166;SPC WY E     -   150,761.230   229,654.030   MT  0.99994832   +0 14 17.9
 MO1166;UTM  13      - 4,633,920.963   515,810.214   MT  0.99960308   +0 07 37.6
 MO1166
 MO1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1166!SPC WY E     -   0.99974758  x   0.99994832  =   0.99969591
 MO1166!UTM  13      -   0.99974758  x   0.99960308  =   0.99935076
 MO1166
 MO1166:                Primary Azimuth Mark                     Grid Az
 MO1166:SPC WY E     -  SLATER AZ MK                             079 36 49.0
 MO1166:UTM  13      -  SLATER AZ MK                             079 43 29.3
 MO1166
 MO1166|---------------------------------------------------------------------|
 MO1166| PID    Reference Object                     Distance      Geod. Az  |
 MO1166|                                                           dddmmss.s |
 MO1166| CQ4919 SLATER AZ MK                                       0795106.9 |
 MO1166| CQ4921 SLATER RM 2                          11.524 METERS 08838     |
 MO1166| CQ4920 SLATER RM 1                           9.538 METERS 35536     |
 MO1166|---------------------------------------------------------------------|
 MO1166
 MO1166                          SUPERSEDED SURVEY CONTROL
 MO1166
 MO1166  NAD 83(1986)-  41 51 25.31662(N)    104 48 34.27640(W) AD(       ) 2
 MO1166  NAD 27      -  41 51 25.42550(N)    104 48 32.38720(W) AD(       ) 2
 MO1166
 MO1166.Superseded values are not recommended for survey control.
 MO1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1166.See file dsdata.txt to determine how the superseded data were derived.
 MO1166
 MO1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG1581033921(NAD 83)
 MO1166_MARKER: DB = BENCH MARK DISK
 MO1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1166
 MO1166  HISTORY     - Date     Condition        Report By
 MO1166  HISTORY     - 1963     MONUMENTED       USGS
 MO1166
 MO1166                          STATION DESCRIPTION
 MO1166
 MO1166'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (BMK)
 MO1166'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH PROMINENT
 MO1166'MESA ABOUT 7 MILES NORTH OF CHUGWATER AND 1-1/2 MILES SOUTH OF
 MO1166'SLATER ON PROPERTY OWNED BY MR. JAMES E. FINNERTY, IN THE
 MO1166'SOUTHEAST 1/4 OF SECTION 19 T22N R65W.
 MO1166'
 MO1166'TO REACH THE STATION FROM THE POST OFFICE IN SLATER GO EAST
 MO1166'ON MACADAM ROAD FOR 2.75 MILES TO CROSSROADS AND LARGE BRICK
 MO1166'HOME IN SOUTHWEST ANGLE OF INTERSECTION, TURN RIGHT, SOUTH, ON
 MO1166'GRAVELED ROAD FOR 1 MILE TO A FIELD ROAD RIGHT, TURN RIGHT,
 MO1166'WEST, ON GRAVEL ROAD FOR 1.0 MILE TO A GATE AT AN OLD BARN,
 MO1166'PASS THROUGH GATE AND GO WEST ON TRACK ROAD FOR 0.55 MILE TO
 MO1166'WHERE TRACK ROAD TURNS LEFT, (AT THIS POINT TO REACH THE AZIMUTH
 MO1166'MARK LEAVE TRACK ROAD AND BEAR NORTHWEST TO EXTREME WEST EDGE
 MO1166'OF BLUFF AND THE MARK, CONTINUE ON TRACK ROAD, SOUTH AND
 MO1166'WEST, FOR 0.7 MILE TO THE HIGHEST POINT OF MESA AND STATION.
 MO1166'
 MO1166'THE STATION MARK IS A USGS BENCH MARK STAMPED SLATER 5328 1947
 MO1166'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MO1166'1 INCH.  IT IS 5.7 FEET WEST-SOUTHWEST OF A WITNESS POST.
 MO1166'
 MO1166'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SLATER USGS NO 1 1963
 MO1166'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 MO1166'PROJECTS 1 INCH.  IT IS 31.3 FEET NORTH OF A WITNESS POST.
 MO1166'
 MO1166'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SLATER USGS NO 2 1963
 MO1166'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 MO1166'1 INCH.  IT IS 32.1 FEET EAST OF THE WITNESS POST.
 MO1166'
 MO1166'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SLATER USGS 1963
 MO1166'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE
 MO1166'GROUND.  IT IS 71. FEET WEST-NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0375 ***********************************************************************
 PX0375  DESIGNATION -  SLEEPER
 PX0375  PID         -  PX0375
 PX0375  STATE/COUNTY-  WY/PARK
 PX0375  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0375
 PX0375                         *CURRENT SURVEY CONTROL
 PX0375  ___________________________________________________________________
 PX0375* NAD 83(1993)-  44 13 39.62148(N)    108 47 08.50623(W)     ADJUSTED  
 PX0375* NAVD 88     -      1854.1    (meters)    6083.     (feet)  VERTCON   
 PX0375  ___________________________________________________________________
 PX0375  LAPLACE CORR-         -12.82  (seconds)                    DEFLEC99
 PX0375  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 PX0375
 PX0375  HORZ ORDER  -  THIRD
 PX0375
 PX0375.The horizontal coordinates were established by classical geodetic methods
 PX0375.and adjusted by the National Geodetic Survey in January 1997..
 PX0375
 PX0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0375
 PX0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0375
 PX0375.The geoid height was determined by GEOID03.
 PX0375
 PX0375;                    North         East     Units Scale Factor Converg.
 PX0375;SPC WYWC     -   414,046.081   597,148.095   MT  0.99993760   -0 01 29.6
 PX0375;UTM  12      - 4,899,544.702   676,850.819   MT  0.99998466   +1 32 41.6
 PX0375
 PX0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0375!SPC WYWC     -   0.99971127  x   0.99993760  =   0.99964889
 PX0375!UTM  12      -   0.99971127  x   0.99998466  =   0.99969594
 PX0375
 PX0375:                Primary Azimuth Mark                     Grid Az
 PX0375:SPC WYWC     -  RIM                                      006 03 04.9
 PX0375:UTM  12      -  RIM                                      004 28 53.7
 PX0375
 PX0375|---------------------------------------------------------------------|
 PX0375| PID    Reference Object                     Distance      Geod. Az  |
 PX0375|                                                           dddmmss.s |
 PX0375| PX0381 RIM                                 APPROX.10.1 KM 0060135.3 |
 PX0375|---------------------------------------------------------------------|
 PX0375
 PX0375                          SUPERSEDED SURVEY CONTROL
 PX0375
 PX0375  NAD 83(1986)-  44 13 39.61170(N)    108 47 08.49895(W) AD(       ) 3
 PX0375  NAD 27      -  44 13 39.77536(N)    108 47 06.04053(W) AD(       ) 3
 PX0375  NGVD 29 (07/19/86) 1853.0    (m)         6079.     (f) VERT ANG       
 PX0375
 PX0375.Superseded values are not recommended for survey control.
 PX0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0375.See file dsdata.txt to determine how the superseded data were derived.
 PX0375
 PX0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7685199545(NAD 83)
 PX0375_MARKER: DD = SURVEY DISK
 PX0375_SETTING: 0 = UNSPECIFIED SETTING
 PX0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0375
 PX0375  HISTORY     - Date     Condition        Report By
 PX0375  HISTORY     - 1948     MONUMENTED       USGS
 PX0375
 PX0375                          STATION DESCRIPTION
 PX0375
 PX0375'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0375'STATION LOCATED ON SMALL ROUND TOP OF A LARGE MESA WHICH IS ON THE S.
 PX0375'BANK OF THE GREY BULL RIVER.  STATION IS NEAR THE N. SIDE OF SAID MESA
 PX0375'IN SEC. 8 T.49 N., R.99 W.
 PX0375'
 PX0375'TO REACH FROM MEETEETSE POST OFFICE, GO N. ON WYOMING STATE 120
 PX0375'-MEETEETSE TO CODY RD.- 5.7 MI. AND GO RIGHT ACROSS THE GREYBULL RIVER
 PX0375'0.15 MI.TO RD.FORKS,TURN RIGHT IN SOUTHWESTERLY DIRECTION 0.1 MI.TO
 PX0375'SECOND RD. FORKS, GO RIGHT IN SAME DIRECTION 0.1 MI. TO CATTLE GUARD,
 PX0375'GO LEFT IN NE. DIRECTION 0.6 MI. TO RD. FORKS, GO RIGHT IN A SOUTHERLY
 PX0375'DIRECTION ON MAIN RD. 2.6 MI. TO RD. FORKS, TURN LEFT EASTERLY 0.65
 PX0375'MI. THEN LEFT NORTHERLY, ON TRAIL 4.1 MI. TO STATION.
 PX0375'
 PX0375'STATION MARK - STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 PX0375'---SLEEPER 1948 6076---.
 PX0375'
 PX0375'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0823 ***********************************************************************
 OX0823  DESIGNATION -  SLIDE
 OX0823  PID         -  OX0823
 OX0823  STATE/COUNTY-  WY/TETON
 OX0823  USGS QUAD   -  SHADOW MOUNTAIN (1996)
 OX0823
 OX0823                         *CURRENT SURVEY CONTROL
 OX0823  ___________________________________________________________________
 OX0823* NAD 83(1993)-  43 38 29.00793(N)    110 33 10.92965(W)     ADJUSTED  
 OX0823* NAVD 88     -      2421.6    (meters)    7945.     (feet)  VERTCON   
 OX0823  ___________________________________________________________________
 OX0823  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 OX0823  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 OX0823
 OX0823  HORZ ORDER  -  SECOND
 OX0823
 OX0823.The horizontal coordinates were established by classical geodetic methods
 OX0823.and adjusted by the National Geodetic Survey in January 1997..
 OX0823
 OX0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0823
 OX0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0823
 OX0823.The geoid height was determined by GEOID03.
 OX0823
 OX0823;                    North         East     Units Scale Factor Converg.
 OX0823;SPC WY W     -   449,014.431   762,103.117   MT  0.99995516   -0 19 27.0
 OX0823;UTM  12      - 4,832,141.238   536,050.090   MT  0.99961599   +0 18 30.5
 OX0823
 OX0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0823!SPC WY W     -   0.99962180  x   0.99995516  =   0.99957698
 OX0823!UTM  12      -   0.99962180  x   0.99961599  =   0.99923794
 OX0823
 OX0823|---------------------------------------------------------------------|
 OX0823| PID    Reference Object                     Distance      Geod. Az  |
 OX0823|                                                           dddmmss.s |
 OX0823| CP5798 SLIDE RM 1                            5.132 METERS 07016     |
 OX0823| OX0825 SLIDE AZ MK                         APPROX. 1.2 KM 2212944.4 |
 OX0823| CP5799 SLIDE RM 2                           41.587 METERS 32350     |
 OX0823|---------------------------------------------------------------------|
 OX0823
 OX0823                          SUPERSEDED SURVEY CONTROL
 OX0823
 OX0823  NAD 83(1993)-  43 38 29.00158(N)    110 33 10.92419(W) AD(       ) 2
 OX0823  NAD 83(1986)-  43 38 28.99782(N)    110 33 10.91580(W) AD(       ) 2
 OX0823  NAD 27      -  43 38 29.22600(N)    110 33 08.18100(W) AD(       ) 2
 OX0823  NGVD 29 (07/19/86) 2420.3    (m)         7941.     (f) VERT ANG       
 OX0823
 OX0823.Superseded values are not recommended for survey control.
 OX0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0823.See file dsdata.txt to determine how the superseded data were derived.
 OX0823
 OX0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3605032141(NAD 83)
 OX0823_MARKER: DS = TRIANGULATION STATION DISK
 OX0823_SETTING: 66 = SET IN ROCK OUTCROP
 OX0823
 OX0823  HISTORY     - Date     Condition        Report By
 OX0823  HISTORY     - 1946     MONUMENTED       CGS
 OX0823
 OX0823                          STATION DESCRIPTION
 OX0823
 OX0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0823'THE STATION IS LOCATED ABOUT 3 MILES EAST BY NORTH OF KELLY,
 OX0823'ON THE FIRST HIGH BLUFF POINT OVERLOOKING THE GROS VENTRE RIVER
 OX0823'AT A POINT DIRECTLY NORTH OF THE WEST END OF LOWER SLIDE LAKE.
 OX0823'THE DISK IS SET FLUSH IN ROCK OUTCROP ABOUT 6 BY 18 INCHES
 OX0823'AND PROJECTING ABOUT 3 INCHES, ABOUT 30 YARDS EAST BY SOUTH OF
 OX0823'THE HIGHEST POINT OF THE HILL, ABOUT 20 FEET NORTHWEST OF
 OX0823'THE SOUTHEAST RIM OF THE HILL AND IS STAMPED SLIDE 1946.
 OX0823'
 OX0823'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN ROCK OUTCROP FLUSH
 OX0823'WITH THE GROUND, EAST NORTHEAST OF THE STATION AND IS STAMPED
 OX0823'SLIDE NO 1 1946.
 OX0823'
 OX0823'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN ROCK OUTCROP FLUSH
 OX0823'WITH THE GROUND, NORTHWEST OF THE STATION AND IS STAMPED SLIDE
 OX0823'NO 2 1946.
 OX0823'
 OX0823'THE AZIMUTH MARK IS TRIANGULATION STATION SLIDE AZIMUTH.  IT
 OX0823'IS APPROXIMATELY 1.0 MILE SOUTH OF THE STATION, ON THE FIRST
 OX0823'PEAK OF THE RIDGE FOLLOWED TO REACH THE STATION, 0.1 MILE
 OX0823'FROM THE GROS VENTRE CANYON ROAD AND 1.6 MILES BY TRUCK ALONG
 OX0823'THE RIDGE FROM THE STATION.
 OX0823'
 OX0823'TO REACH THE STATION FROM THE POST OFFICE IN KELLY GO NORTH
 OX0823'FOR 1.0 MILE THEN TURN RIGHT ON THE GROS VENTRE CANYON ROAD
 OX0823'AND GO EASTERLY FOR 3.25 MILES TO TURPIN CREEK CROSSING, CONTINUE
 OX0823'AHEAD ON MAIN ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT UP HILL.  TURN
 OX0823'LEFT AND GO NORTH 0.1 MILE THEN TURN LEFT UP A RIDGE (NO ROAD),
 OX0823'THE AZIMUTH MARK IS AT THE FIRST SUMMIT, AND GO WEST AND NORTH
 OX0823'ALONG SPINE OF RIDGE FOR 1.6 MILES TO TOP OF HIGH POINT
 OX0823'OVERLOOKING THE RIVER AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0575 ***********************************************************************
 PV0575  DESIGNATION -  SLIDE
 PV0575  PID         -  PV0575
 PV0575  STATE/COUNTY-  WY/CAMPBELL
 PV0575  USGS QUAD   -  RECLUSE (1971)
 PV0575
 PV0575                         *CURRENT SURVEY CONTROL
 PV0575  ___________________________________________________________________
 PV0575* NAD 83(1993)-  44 38 38.31059(N)    105 43 40.25171(W)     ADJUSTED  
 PV0575* NAVD 88     -      1413.9    (meters)    4639.     (feet)  VERTCON   
 PV0575  ___________________________________________________________________
 PV0575  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 PV0575  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 PV0575  OBS GRAVITY -     980,181.9   (mgal)                       GRAV_OBS
 PV0575
 PV0575  HORZ ORDER  -  SECOND
 PV0575
 PV0575.The horizontal coordinates were established by classical geodetic methods
 PV0575.and adjusted by the National Geodetic Survey in January 1997..
 PV0575
 PV0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0575
 PV0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0575
 PV0575.The geoid height was determined by GEOID03.
 PV0575.The observed gravity was obtained from relative gravimeter ties
 PV0575.to the IGSN71 gravity network.
 PV0575
 PV0575;                    North         East     Units Scale Factor Converg.
 PV0575;SPC WY E     -   460,455.622   155,482.265   MT  0.99996186   -0 23 39.7
 PV0575;UTM  13      - 4,943,659.420   442,280.302   MT  0.99964097   -0 30 41.3
 PV0575
 PV0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0575!SPC WY E     -   0.99978063  x   0.99996186  =   0.99974249
 PV0575!UTM  13      -   0.99978063  x   0.99964097  =   0.99942167
 PV0575
 PV0575|---------------------------------------------------------------------|
 PV0575| PID    Reference Object                     Distance      Geod. Az  |
 PV0575|                                                           dddmmss.s |
 PV0575| CQ4926 SLIDE RM 1                            9.425 METERS 05358     |
 PV0575| CQ4925 SLIDE AZ MK                                        0910416.2 |
 PV0575| CQ4927 SLIDE RM 2                           11.219 METERS 15226     |
 PV0575|---------------------------------------------------------------------|
 PV0575
 PV0575                          SUPERSEDED SURVEY CONTROL
 PV0575
 PV0575  NAD 83(1986)-  44 38 38.29099(N)    105 43 40.22570(W) AD(       ) 2
 PV0575  NAD 27      -  44 38 38.35500(N)    105 43 38.19100(W) AD(       ) 2
 PV0575  NGVD 29 (07/19/86) 1413.2    (m)         4636.     (f) VERT ANG       
 PV0575
 PV0575.Superseded values are not recommended for survey control.
 PV0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0575.See file dsdata.txt to determine how the superseded data were derived.
 PV0575
 PV0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK4228043659(NAD 83)
 PV0575_MARKER: DS = TRIANGULATION STATION DISK
 PV0575_SETTING: 0 = UNSPECIFIED SETTING
 PV0575
 PV0575  HISTORY     - Date     Condition        Report By
 PV0575  HISTORY     - 1949     MONUMENTED       CGS
 PV0575
 PV0575                          STATION DESCRIPTION
 PV0575
 PV0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0575'STATION IS LOCATED ABOUT 30 MILES NORTHWEST OF GILLETTE,
 PV0575'ABOUT 3.5 MILES NORTHWEST OF WILD CAT STORE AND FILLING STATION,
 PV0575'ABOUT 0.5 MILE WEST OF U.S. HIGHWAY 14 AND 16, ON A HIGH,
 PV0575'NARROW, FLAT-TOPPED BUTTE, ON PROPERTY OF H. SANBURN.
 PV0575'
 PV0575'TO REACH FROM THE MAIN INTERSECTION IN GILLETTE, FOLLOW U.S.
 PV0575'HIGHWAY 14 AND 16 WEST AND NORTHWEST FOR 24.1 MILES TO THE WILD
 PV0575'CAT STORE AND FILLING STATION ON RIGHT.  CONTINUE FOR 3.25
 PV0575'MILES TO A WIRE GATE ON LEFT.  PASS THROUGH GATE, TURN RIGHT,
 PV0575'AND GO ABOUT 50 YARDS ALONG THE WEST SIDE OF FENCE.  TURN LEFT
 PV0575'AND GO WEST FOR 0.4 MILE TO BASE OF BUTTE AND ETT.  PACK WEST
 PV0575'TO TOP OF STEEP HILL AND STATION.  (A 20-MINUTE PACK.)
 PV0575'
 PV0575'TO REACH AZIMUTH MARK FROM STATION, RETURN TO HIGHWAY.  TURN
 PV0575'LEFT AND GO 0.05 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO
 PV0575'0.4 MILE TO AZIMUTH MARK ON RIGHT.
 PV0575'
 PV0575'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 4-INCH
 PV0575'SOIL PIPE PROJECTING 4 INCHES, AND IS STAMPED SLIDE 1949.
 PV0575'
 PV0575'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0575'4-INCH SOIL PIPE PROJECTING 6 INCHES, AND IS STAMPED SLIDE
 PV0575'NO 1 1949.
 PV0575'
 PV0575'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 4-INCH
 PV0575'SOIL PIPE PROJECTING 5 INCHES, AND IS STAMPED SLIDE NO 2 1949.
 PV0575'
 PV0575'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0575'CONCRETE POST PROJECTING 6 INCHES.  IT IS 55 FEET SOUTH OF A
 PV0575'DIRT ROAD, 5 FEET WEST OF A WITNESS POST, 2 FEET NORTH OF A WIRE
 PV0575'FENCE, AND IS STAMPED SLIDE 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0825 ***********************************************************************
 OX0825  DESIGNATION -  SLIDE AZ MK
 OX0825  PID         -  OX0825
 OX0825  STATE/COUNTY-  WY/TETON
 OX0825  USGS QUAD   -  SHADOW MOUNTAIN (1996)
 OX0825
 OX0825                         *CURRENT SURVEY CONTROL
 OX0825  ___________________________________________________________________
 OX0825* NAD 83(1993)-  43 37 59.63703(N)    110 33 46.69848(W)     ADJUSTED  
 OX0825* NAVD 88     -      2184.5    (meters)    7167.     (feet)  VERTCON   
 OX0825  ___________________________________________________________________
 OX0825  LAPLACE CORR-           8.62  (seconds)                    DEFLEC99
 OX0825  GEOID HEIGHT-          -8.93  (meters)                     GEOID03
 OX0825
 OX0825  HORZ ORDER  -  SECOND
 OX0825
 OX0825.The horizontal coordinates were established by classical geodetic methods
 OX0825.and adjusted by the National Geodetic Survey in January 1997..
 OX0825
 OX0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0825
 OX0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0825
 OX0825.The geoid height was determined by GEOID03.
 OX0825
 OX0825;                    North         East     Units Scale Factor Converg.
 OX0825;SPC WY W     -   448,112.609   761,296.234   MT  0.99995592   -0 19 51.5
 OX0825;UTM  12      - 4,831,230.872   535,253.483   MT  0.99961529   +0 18 05.7
 OX0825
 OX0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0825!SPC WY W     -   0.99965896  x   0.99995592  =   0.99961489
 OX0825!UTM  12      -   0.99965896  x   0.99961529  =   0.99927438
 OX0825
 OX0825:                Primary Azimuth Mark                     Grid Az
 OX0825:SPC WY W     -  SLIDE                                    041 49 11.2
 OX0825:UTM  12      -  SLIDE                                    041 11 14.0
 OX0825
 OX0825|---------------------------------------------------------------------|
 OX0825| PID    Reference Object                     Distance      Geod. Az  |
 OX0825|                                                           dddmmss.s |
 OX0825| OX0823 SLIDE                               APPROX. 1.2 KM 0412919.7 |
 OX0825|---------------------------------------------------------------------|
 OX0825
 OX0825                          SUPERSEDED SURVEY CONTROL
 OX0825
 OX0825  NAD 83(1993)-  43 37 59.63069(N)    110 33 46.69299(W) AD(       ) 2
 OX0825  NAD 83(1986)-  43 37 59.62693(N)    110 33 46.68469(W) AD(       ) 2
 OX0825  NAD 27      -  43 37 59.85600(N)    110 33 43.95000(W) AD(       ) 2
 OX0825  NGVD 29 (07/19/86) 2183.2    (m)         7163.     (f) VERT ANG       
 OX0825
 OX0825.Superseded values are not recommended for survey control.
 OX0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0825.See file dsdata.txt to determine how the superseded data were derived.
 OX0825
 OX0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3525331231(NAD 83)
 OX0825_MARKER: Z = SEE DESCRIPTION
 OX0825_SETTING: 0 = UNSPECIFIED SETTING
 OX0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0825
 OX0825  HISTORY     - Date     Condition        Report By
 OX0825  HISTORY     - 1946     MONUMENTED       CGS
 OX0825  HISTORY     - 1988     GOOD             BLM
 OX0825
 OX0825                          STATION DESCRIPTION
 OX0825
 OX0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0825'LOCATED ON THE BARE RIDGE THAT PROJECTS SOUTHWARD FROM THE
 OX0825'NORTH WALL OF THE GROS VENTRE RIVER CANYON.  IMMEDIATELY ABOVE
 OX0825'THE WEST END OF LOWER SLIDE LAKE.  STATION IS LOCATED ON THE
 OX0825'APEX OF THIS SMALL RIDGE AND IS THE AZIMUTH MARK FOR STATION
 OX0825'SLIDE.  NO REFERENCE MARKS WERE SET AND STATION SLIDE WAS USED
 OX0825'AS ITS AZIMUTH MARK.
 OX0825'
 OX0825'REACHED FROM THE POST OFFICE IN KELLY, WYOMING BY GOING NORTH
 OX0825'ON GRAVEL ROAD FOR ONE MILE, TURN RIGHT AND GO 3.25 MILE UP
 OX0825'THE GROS VENTRE RIVER CANYON ROAD TO TURPIN CREEK.  KEEP STRAIGHT
 OX0825'AHEAD FOR 0.5 MILE THENCE LEFT ON OLD ROAD AND GO 0.1 MILE
 OX0825'TO TOP OF LOW RIDGE AND STATION.
 OX0825
 OX0825                          STATION RECOVERY (1988)
 OX0825
 OX0825'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1988 (DP)
 OX0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1014 ***********************************************************************
 MO1014  DESIGNATION -  SMITH
 MO1014  PID         -  MO1014
 MO1014  STATE/COUNTY-  WY/GOSHEN
 MO1014  USGS QUAD   -  NEEDLE ROCK (1990)
 MO1014
 MO1014                         *CURRENT SURVEY CONTROL
 MO1014  ___________________________________________________________________
 MO1014* NAD 83(1993)-  41 46 57.44441(N)    104 28 19.55415(W)     ADJUSTED  
 MO1014* NAVD 88     -      1595.     (meters)    5233.     (feet)  SCALED    
 MO1014  ___________________________________________________________________
 MO1014  LAPLACE CORR-         -10.41  (seconds)                    DEFLEC99
 MO1014  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 MO1014
 MO1014  HORZ ORDER  -  SECOND
 MO1014
 MO1014.The horizontal coordinates were established by classical geodetic methods
 MO1014.and adjusted by the National Geodetic Survey in January 1997..
 MO1014
 MO1014.The orthometric height was scaled from a topographic map.
 MO1014
 MO1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1014
 MO1014.The geoid height was determined by GEOID03.
 MO1014
 MO1014;                    North         East     Units Scale Factor Converg.
 MO1014;SPC WY E     -   142,668.144   257,737.499   MT  0.99997851   +0 27 46.1
 MO1014;UTM  13      - 4,625,776.271   543,868.107   MT  0.99962368   +0 21 06.3
 MO1014
 MO1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1014!SPC WY E     -   0.99975254  x   0.99997851  =   0.99973106
 MO1014!UTM  13      -   0.99975254  x   0.99962368  =   0.99937632
 MO1014
 MO1014:                Primary Azimuth Mark                     Grid Az
 MO1014:SPC WY E     -  YODER PLATTE PLINE CO RAD MST            054 12 30.2
 MO1014:UTM  13      -  YODER PLATTE PLINE CO RAD MST            054 19 10.0
 MO1014
 MO1014|---------------------------------------------------------------------|
 MO1014| PID    Reference Object                     Distance      Geod. Az  |
 MO1014|                                                           dddmmss.s |
 MO1014| MO1010 YODER PLATTE PLINE CO RAD MST       APPROX.21.1 KM 0544016.3 |
 MO1014| CQ4934 SMITH RM 1                           11.306 METERS 09429     |
 MO1014| MO1332 HARVEST                             APPROX. 0.6 KM 2844035.7 |
 MO1014| CQ4935 SMITH RM 2                           12.842 METERS 32113     |
 MO1014|---------------------------------------------------------------------|
 MO1014
 MO1014                          SUPERSEDED SURVEY CONTROL
 MO1014
 MO1014  NAD 83(1986)-  41 46 57.42917(N)    104 28 19.55526(W) AD(       ) 2
 MO1014  NAD 27      -  41 46 57.53010(N)    104 28 17.69420(W) AD(       ) 2
 MO1014
 MO1014.Superseded values are not recommended for survey control.
 MO1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1014.See file dsdata.txt to determine how the superseded data were derived.
 MO1014
 MO1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4386825776(NAD 83)
 MO1014_MARKER: DS = TRIANGULATION STATION DISK
 MO1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1014
 MO1014  HISTORY     - Date     Condition        Report By
 MO1014  HISTORY     - 1963     MONUMENTED       CGS
 MO1014
 MO1014                          STATION DESCRIPTION
 MO1014
 MO1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1014'THE STATION IS 10-3/4 MILES WEST OF HAWK SPRINGS, IN THE SOUTH
 MO1014'CENTRAL PART OF SECTION 18, T 21 N, R 63 W, NEAR THE NORTHEAST
 MO1014'EDGE OF THE RIM OF GOSHEN HOLE, ON PROPERTY OWNED BY MR. SMITH
 MO1014'WHO LIVES 3 MILES NORTH AND 1/2 MILE WEST OF HAWK SPRINGS.
 MO1014'
 MO1014'TO REACH THE STATION FROM THE RAILROAD CROSSING ON U.S. HIGHWAY
 MO1014'85, WEST OF THE DEPOT IN HAWK SPRINGS, GO SOUTH ON HIGHWAY 85
 MO1014'FOR 3.0 MILES TO A CROSSROAD AT A POWER LINE CROSSING.  TURN
 MO1014'RIGHT AND GO WEST ON A GRAVEL ROAD FOR 6.15 MILES TO A FORK.
 MO1014'BEAR LEFT AND GO SOUTH AND WEST ON THE MAIN ROAD FOR 2.3 MILES
 MO1014'TO A SIDE ROAD ON THE LEFT AT A SIGN POAGE RANCH.  CONTINUE
 MO1014'WESTERLY ON THE MAIN ROAD FOR 4.5 MILES TO A SIDE ROAD ON THE
 MO1014'RIGHT, 0.1 MILE AFTER PASSING FARM BUILDINGS ON THE LEFT.
 MO1014'TURN RIGHT AND GO NORTH ON A BLADED ROAD FOR 1.0 MILE TO A
 MO1014'POINT WHERE THE MAIN ROAD BEARS LEFT AND FARM BUILDING ON
 MO1014'THE RIGHT.  CONTINUE STRAIGHT AHEAD ON A TRACK ROAD FOR 0.1
 MO1014'MILE TO A WIRE GATE.  PASS THROUGH THE GATE, BEAR RIGHT AND
 MO1014'GO NORTHEAST ACROSS PASTURE ON A TRACK ROAD FOR 1.0 MILE
 MO1014'TO TWO WIRE GATES.  PASS THROUGH THE TWO GATES, TURN LEFT
 MO1014'AND GO NORTH ALONG THE EAST SIDE OF A FENCE FOR 0.5 MILE TO
 MO1014'A FENCE CORNER.  BEAR RIGHT AND GO EASTERLY ON A TRACK
 MO1014'ROAD FOR 0.6 MILE TO A WINDMILL.  BEAR LEFT AND GO
 MO1014'NORTHERLY ACROSS ROUGH RANGE-LAND FOR 0.4 MILE TO THE STATION
 MO1014'ON THE HIGHEST PART AND NEAR THE EAST END OF A LOW
 MO1014'EAST-WEST RIDGE.
 MO1014'
 MO1014'STATION MARKS ARE STANDARD DISKS STAMPED SMITH 1963.  THE SURFACE
 MO1014'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MO1014'IT IS 4.6 FEET NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 MO1014'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW
 MO1014'THE SURFACE OF THE GROUND.
 MO1014'
 MO1014'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SMITH NO 1 1963,
 MO1014'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 MO1014'IT IS 34 FEET EAST OF THE METAL WITNESS POST.
 MO1014'
 MO1014'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SMITH NO 2 1963,
 MO1014'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MO1014'IT IS NORTHWEST OF THE STATION AND ABOUT 1 FOOT LOWER THAN
 MO1014'THE STATION.
 MO1014'
 MO1014'HARVEST (USGS) (AZIMUTH MARK) IS A U.S. GEOLOGICAL SURVEY BENCH
 MO1014'MARK DISK STAMPED HARVEST 5238 1947, SET IN AN 8-INCH SQUARE
 MO1014'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 2.7 FEET NORTH
 MO1014'OF A METAL WITNESS POST.
 MO1014'
 MO1014'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG THE
 MO1014'SUMMIT OF THE RIDGE FOR 0.4 MILE TO THE MARK ON THE WEST END
 MO1014'OF THE RIDGE.
 MO1014'
 MO1014'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0538 ***********************************************************************
 PW0538  DESIGNATION -  SMITHS RANCH
 PW0538  PID         -  PW0538
 PW0538  STATE/COUNTY-  WY/BIG HORN
 PW0538  USGS QUAD   -  HYATTVILLE (1967)
 PW0538
 PW0538                         *CURRENT SURVEY CONTROL
 PW0538  ___________________________________________________________________
 PW0538* NAD 83(1993)-  44 11 46.25445(N)    107 30 44.48243(W)     ADJUSTED  
 PW0538* NAVD 88     -      1741.6    (meters)    5714.     (feet)  VERTCON   
 PW0538  ___________________________________________________________________
 PW0538  LAPLACE CORR-          17.83  (seconds)                    DEFLEC99
 PW0538  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 PW0538
 PW0538  HORZ ORDER  -  FIRST
 PW0538
 PW0538.The horizontal coordinates were established by classical geodetic methods
 PW0538.and adjusted by the National Geodetic Survey in January 1997..
 PW0538
 PW0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0538
 PW0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0538
 PW0538.The geoid height was determined by GEOID03.
 PW0538
 PW0538;                    North         East     Units Scale Factor Converg.
 PW0538;SPC WYEC     -   510,562.117   385,689.546   MT  0.99994002   -0 07 29.3
 PW0538;UTM  13      - 4,896,732.142   299,237.067   MT  1.00009573   -1 45 07.2
 PW0538
 PW0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0538!SPC WYEC     -   0.99972862  x   0.99994002  =   0.99966866
 PW0538!UTM  13      -   0.99972862  x   1.00009573  =   0.99982432
 PW0538
 PW0538|---------------------------------------------------------------------|
 PW0538| PID    Reference Object                     Distance      Geod. Az  |
 PW0538|                                                           dddmmss.s |
 PW0538| CQ7343 SMITHS RANCH RM 1                    14.601 METERS 08026     |
 PW0538| CQ7344 SMITHS RANCH RM 2                     9.964 METERS 18940     |
 PW0538| CQ7342 SMITHS RANCH AZ MK                                 3053330.1 |
 PW0538|---------------------------------------------------------------------|
 PW0538
 PW0538                          SUPERSEDED SURVEY CONTROL
 PW0538
 PW0538  NAD 83(1986)-  44 11 46.23695(N)    107 30 44.47361(W) AD(       ) 1
 PW0538  NAD 27      -  44 11 46.38060(N)    107 30 42.19280(W) AD(       ) 1
 PW0538  NGVD 29 (07/19/86) 1740.8    (m)         5711.     (f) VERT ANG       
 PW0538
 PW0538.Superseded values are not recommended for survey control.
 PW0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0538.See file dsdata.txt to determine how the superseded data were derived.
 PW0538
 PW0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ9923796732(NAD 83)
 PW0538_MARKER: B = BOLT
 PW0538_SETTING: 80 = SET IN A BOULDER
 PW0538_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PW0538
 PW0538  HISTORY     - Date     Condition        Report By
 PW0538  HISTORY     - 1957     MONUMENTED       USGS
 PW0538  HISTORY     - 1967     GOOD             USGS
 PW0538
 PW0538                          STATION DESCRIPTION
 PW0538
 PW0538'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (OSR)
 PW0538'STATION IS ON THE HIGHEST POINT OF A PROMINENT RIDGE, ABOUT
 PW0538'4-3/4 MILES EAST AND 3-1/4 MILES SOUTH OF HYATTVILLE, 2-1/4
 PW0538'MILES NORTH OF THE BIG HORN-WASHAKIE COUNTY LINE AND ABOUT
 PW0538'1 MILE NORTHWEST OF THE RENNER RANCH HOUSE.
 PW0538'
 PW0538'REACHED FROM HYATTVILLE BY GOING SOUTHERLY ON THE MAIN ROAD,
 PW0538'FOR 0.7 MILE TO A FORK, KEEP THE RIGHT FORK, MAIN ROAD AND
 PW0538'GO 3.9 MILES TO A TRACK ROAD LEFT, JUST AFTER CROSSING A
 PW0538'CATTLE GUARD, BEAR LEFT ON THE TRACK ROAD AND GO 0.45 MILE
 PW0538'TO A FORK, KEEP THE RIGHT FORK AND CONTINUE FOR 1.05 MILE TO
 PW0538'A TRACK ROAD LEFT, KEEP STRAIGHT AHEAD, ON THE MAIN ROAD
 PW0538'AND GO 0.2 MILE TO A WIRE GATE, PASS THROUGH THE GATE AND
 PW0538'CONTINUE SOUTHEASTERLY, ON THE MAIN ROAD FOR 0.7 MILE TO THE
 PW0538'AZIMUTH MARK ON THE RIGHT, KEEP STRAIGHT AHEAD, ON THE MAIN
 PW0538'ROAD FOR 0.35 MILE TO SOME LARGE LIMESTONE ROCK AND THE END
 PW0538'OF TRUCK TRAVEL.  PACK SOUTHERLY TO THE HIGHEST POINT OF
 PW0538'THE RIDGE AND STATION.  ABOUT A 10 MINUTE PACK.
 PW0538'
 PW0538'STATION MARK IS A COPPER BOLT, STAMPED USGS, CEMENTED IN A
 PW0538'DRILL HOLE, IN THE TOP OF A 1 X 2 FOOT BOULDER PROJECTING
 PW0538'5 INCHES.
 PW0538'
 PW0538'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SMITHS RANCH
 PW0538'USGS NO 1 1957, CEMENTED IN A DRILL HOLE, IN THE TOP OF
 PW0538'OUTCROPPING BEDROCK PROJECTING 6 INCHES.
 PW0538'
 PW0538'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SMITHS RANCH
 PW0538'USGS NO 2 1957, CEMENTED IN A DRILL HOLE, IN THE TOP OF
 PW0538'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND.
 PW0538'
 PW0538'AZIMUTH MARK IS A STANDARD DISK, STAMPED SMITHS RANCH USGS
 PW0538'1957, CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING
 PW0538'BEDROCK PROJECTING 6 INCHES.  IT IS 96 FEET SOUTHWEST OF THE
 PW0538'CENTER OF A TRACK ROAD AND 5 FEET NORTHEAST OF A 2 IN X 4
 PW0538'IN UNPAINTED POST.
 PW0538
 PW0538                          STATION RECOVERY (1967)
 PW0538
 PW0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 PW0538'STATION MARK--A COPPER BOLT, STAMPED ---USGS---, CEMENTED IN DRILL
 PW0538'HOLE IN A BOULDER.
 PW0538'
 PW0538'REFERENCE MARK NO. 1--STANDARD USC AND GS DISK, STAMPED ---SMITHS
 PW0538'RANCH USGS NO. 1 1957---.
 PW0538'
 PW0538'REFERENCE MARK NO. 2--STANDARD USC AND GS DISK, STAMPED ---SMITHS
 PW0538'RANCH USGS NO. 2 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1216 ***********************************************************************
 MO1216  DESIGNATION -  SMT 2
 MO1216  PID         -  MO1216
 MO1216  STATE/COUNTY-  WY/LARAMIE
 MO1216  USGS QUAD   -  GRANITE (1978)
 MO1216
 MO1216                         *CURRENT SURVEY CONTROL
 MO1216  ___________________________________________________________________
 MO1216* NAD 83(1993)-  41 00 28.68431(N)    105 12 58.68039(W)     ADJUSTED  
 MO1216* NAVD 88     -      2274.     (meters)    7461.     (feet)  SCALED    
 MO1216  ___________________________________________________________________
 MO1216  LAPLACE CORR-         -15.65  (seconds)                    DEFLEC99
 MO1216  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 MO1216
 MO1216  HORZ ORDER  -  THIRD
 MO1216
 MO1216.The horizontal coordinates were established by classical geodetic methods
 MO1216.and adjusted by the National Geodetic Survey in January 1997..
 MO1216
 MO1216.The orthometric height was scaled from a topographic map.
 MO1216
 MO1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1216
 MO1216.The geoid height was determined by GEOID03.
 MO1216
 MO1216;                    North         East     Units Scale Factor Converg.
 MO1216;SPC WY E     -    56,407.064   195,824.845   MT  0.99993771   -0 01 57.2
 MO1216;UTM  13      - 4,539,664.099   481,811.014   MT  0.99960407   -0 08 30.9
 MO1216
 MO1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1216!SPC WY E     -   0.99964555  x   0.99993771  =   0.99958329
 MO1216!UTM  13      -   0.99964555  x   0.99960407  =   0.99924977
 MO1216
 MO1216:                Primary Azimuth Mark                     Grid Az
 MO1216:SPC WY E     -  TWIN                                     315 53 10.1
 MO1216:UTM  13      -  TWIN                                     315 59 43.8
 MO1216
 MO1216|---------------------------------------------------------------------|
 MO1216| PID    Reference Object                     Distance      Geod. Az  |
 MO1216|                                                           dddmmss.s |
 MO1216| MO1224 TWIN                                APPROX. 6.2 KM 3155112.9 |
 MO1216|---------------------------------------------------------------------|
 MO1216
 MO1216                          SUPERSEDED SURVEY CONTROL
 MO1216
 MO1216  NAD 83(1993)-  41 00 28.67165(N)    105 12 58.68037(W) AD(       ) 3
 MO1216  NAD 83(1986)-  41 00 28.67090(N)    105 12 58.67952(W) AD(       ) 3
 MO1216  NAD 27      -  41 00 28.72695(N)    105 12 56.74611(W) AD(       ) 3
 MO1216
 MO1216.Superseded values are not recommended for survey control.
 MO1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1216.See file dsdata.txt to determine how the superseded data were derived.
 MO1216
 MO1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF8181139664(NAD 83)
 MO1216_MARKER: DD = SURVEY DISK
 MO1216_SETTING: 66 = SET IN ROCK OUTCROP
 MO1216_SP_SET: SET IN ROCK OUTCROP
 MO1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1216+STABILITY: POSITION/ELEVATION WELL
 MO1216
 MO1216  HISTORY     - Date     Condition        Report By
 MO1216  HISTORY     - 1947     MONUMENTED       USGS
 MO1216  HISTORY     - 1961     GOOD             USGS
 MO1216
 MO1216                          STATION DESCRIPTION
 MO1216
 MO1216'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1216'LOCATED ABOUT 9.0 MI. SE. OF BUFORD, ON TOP OF A ROCKY WOODED KNOLL.
 MO1216'
 MO1216'TO REACH FROM GRANITE, GO S. ON GRAVEL RD. 8.1 MI. TO SIDE RD., TURN
 MO1216'LEFT THROUGH GATE, GO 0.7 MI. TO FENCE AND THROUGH GATE, LEAVE RD.,
 MO1216'GO E. THROUGH CLEARING 0.5 MI. TO GATE AT NE. CORNER OF CLEARING,
 MO1216'CONTINUE E. ON DIM TRAIL 0.9 MI. TO STATION.
 MO1216
 MO1216                          STATION RECOVERY (1961)
 MO1216
 MO1216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JBF)
 MO1216'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP, STAMPED ---SMT-2
 MO1216'1947---.
 MO1216'
 MO1216'REFERENCE MARK NO. 1--A DRILL HOLE AND ARROW, IN ROCK OUTCROP, 7.70
 MO1216'FT., N 75 DEG 26 MIN W.
 MO1216'
 MO1216'REFERENCE MARK NO. 2--A DRILL HOLE AND ARROW, IN ROCK OUTCROP, 16.40
 MO1216'FT., N 29 DEG 29 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0327 ***********************************************************************
 NS0327  DESIGNATION -  SNAG
 NS0327  PID         -  NS0327
 NS0327  STATE/COUNTY-  WY/FREMONT
 NS0327  USGS QUAD   -  MOCCASIN LAKE (1981)
 NS0327
 NS0327                         *CURRENT SURVEY CONTROL
 NS0327  ___________________________________________________________________
 NS0327* NAD 83(1993)-  42 59 30.96048(N)    109 05 16.73110(W)     ADJUSTED  
 NS0327* NAVD 88     -      2573.0    (meters)    8442.     (feet)  VERTCON   
 NS0327  ___________________________________________________________________
 NS0327  LAPLACE CORR-         -25.24  (seconds)                    DEFLEC99
 NS0327  GEOID HEIGHT-          -9.60  (meters)                     GEOID03
 NS0327
 NS0327  HORZ ORDER  -  THIRD
 NS0327
 NS0327.The horizontal coordinates were established by classical geodetic methods
 NS0327.and adjusted by the National Geodetic Survey in January 1997..
 NS0327
 NS0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0327
 NS0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0327
 NS0327.The geoid height was determined by GEOID03.
 NS0327
 NS0327;                    North         East     Units Scale Factor Converg.
 NS0327;SPC WYWC     -   276,813.133   572,438.820   MT  0.99994684   -0 13 49.7
 NS0327;UTM  12      - 4,761,692.796   655,867.990   MT  0.99989888   +1 18 14.6
 NS0327
 NS0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0327!SPC WYWC     -   0.99959816  x   0.99994684  =   0.99954502
 NS0327!UTM  12      -   0.99959816  x   0.99989888  =   0.99949708
 NS0327
 NS0327:                Primary Azimuth Mark                     Grid Az
 NS0327:SPC WYWC     -  LAWRENCE                                 309 58 19.6
 NS0327:UTM  12      -  LAWRENCE                                 308 26 15.3
 NS0327
 NS0327|---------------------------------------------------------------------|
 NS0327| PID    Reference Object                     Distance      Geod. Az  |
 NS0327|                                                           dddmmss.s |
 NS0327| OW0331 LAWRENCE                            APPROX.13.8 KM 3094429.9 |
 NS0327|---------------------------------------------------------------------|
 NS0327
 NS0327                          SUPERSEDED SURVEY CONTROL
 NS0327
 NS0327  NAD 83(1986)-  42 59 30.96103(N)    109 05 16.73750(W) AD(       ) 3
 NS0327  NGVD 29 (11/06/89) 2571.8    (m)         8438.     (f) VERT ANG       
 NS0327
 NS0327.Superseded values are not recommended for survey control.
 NS0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0327.See file dsdata.txt to determine how the superseded data were derived.
 NS0327
 NS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN5586861693(NAD 83)
 NS0327_MARKER: DD = SURVEY DISK
 NS0327_SETTING: 0 = UNSPECIFIED SETTING
 NS0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0327
 NS0327  HISTORY     - Date     Condition        Report By
 NS0327  HISTORY     - 1950     MONUMENTED       USGS
 NS0327
 NS0327                          STATION DESCRIPTION
 NS0327
 NS0327'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0327'STATION LOCATED IN T 1 S, R 3 W, SEC. 11 (WIND RIVER BASE LINE AND
 NS0327'WIND RIVER MERIDIAN).  STATION LOCATED NEAR TOP OF RIDGE 40 FT. FROM
 NS0327'LARGE DEAD TREE.
 NS0327'
 NS0327'TO REACH BY JEEP FROM FT. WASHAKIE, FOLLOW RD. LEADING W. 0.7 MI.,
 NS0327'TAKE LEFT FORK ACROSS TWIN BRIDGES AND GO 4.4 MI. FURTHER TO DIRT RD.
 NS0327'LEADING LEFT.  TAKE DIRT RD. 1.2 MI. ACROSS STREAM AND 0.4 MI. FURTHER
 NS0327'ACROSS CATTLEGUARD.  CONTINUE 4.5 MI. TO FORK, TAKE RIGHT FORK AND
 NS0327'CONTINUE FOR 0.7 MI. TO WHERE STREAM CAN BE CROSSED ON LEFT.  CROSS
 NS0327'STREAM AT OLD TRAIL CROSSING AND FOLLOW OLD TRAIL ALONG FOOT OF RIDGE
 NS0327'FOR 0.5 MI. WHERE TRAIL CROSSES WASH.  CONTINUE ON OLD TRAIL OVER
 NS0327'CREST OF RIDGE 0.7 MI. AND LEAVE TRAIL TO CONTINUE UP TO TOP OF RIDGE
 NS0327'1.7 MI. FURTHER ON AND TO POINT THERE.
 NS0327'
 NS0327'STATION MARK--STANDARD USGS TABLET SET IN BOULDER, 1.5 FT. LONG AND 1
 NS0327'FT. WIDE, IN PLACE, STAMPED---WR-SNAG 1950---.
 NS0327'
 NS0327'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0393 ***********************************************************************
 OV0393  DESIGNATION -  SNAG ET
 OV0393  PID         -  OV0393
 OV0393  STATE/COUNTY-  WY/JOHNSON
 OV0393  USGS QUAD   -  GORDON CREEK (1976)
 OV0393
 OV0393                         *CURRENT SURVEY CONTROL
 OV0393  ___________________________________________________________________
 OV0393* NAD 83(1993)-  43 30 43.62056(N)    107 02 49.67580(W)     ADJUSTED  
 OV0393* NAVD 88     -      2413.1    (meters)    7917.     (feet)  VERTCON   
 OV0393  ___________________________________________________________________
 OV0393  LAPLACE CORR-         -10.07  (seconds)                    DEFLEC99
 OV0393  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 OV0393
 OV0393  HORZ ORDER  -  THIRD
 OV0393
 OV0393.The horizontal coordinates were established by classical geodetic methods
 OV0393.and adjusted by the National Geodetic Survey in January 1997..
 OV0393
 OV0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0393
 OV0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0393
 OV0393.The geoid height was determined by GEOID03.
 OV0393
 OV0393;                    North         East     Units Scale Factor Converg.
 OV0393;SPC WYEC     -   434,585.031   423,140.929   MT  0.99994408   +0 11 49.4
 OV0393;UTM  13      - 4,819,722.741   334,532.189   MT  0.99993679   -1 24 35.2
 OV0393
 OV0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0393!SPC WYEC     -   0.99962350  x   0.99994408  =   0.99956760
 OV0393!UTM  13      -   0.99962350  x   0.99993679  =   0.99956031
 OV0393
 OV0393:                Primary Azimuth Mark                     Grid Az
 OV0393:SPC WYEC     -  MIDDLEFORK                               326 07 27.3
 OV0393:UTM  13      -  MIDDLEFORK                               327 43 51.9
 OV0393
 OV0393|---------------------------------------------------------------------|
 OV0393| PID    Reference Object                     Distance      Geod. Az  |
 OV0393|                                                           dddmmss.s |
 OV0393| OV0392 MIDDLEFORK                          APPROX. 6.1 KM 3261916.7 |
 OV0393|---------------------------------------------------------------------|
 OV0393
 OV0393                          SUPERSEDED SURVEY CONTROL
 OV0393
 OV0393  NAD 83(1986)-  43 30 43.60243(N)    107 02 49.65863(W) AD(       ) 3
 OV0393  NAD 27      -  43 30 43.73772(N)    107 02 47.43102(W) AD(       ) 3
 OV0393  NGVD 29 (07/19/86) 2412.0    (m)         7913.     (f) VERT ANG       
 OV0393
 OV0393.Superseded values are not recommended for survey control.
 OV0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0393.See file dsdata.txt to determine how the superseded data were derived.
 OV0393
 OV0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ3453219723(NAD 83)
 OV0393_MARKER: DD = SURVEY DISK
 OV0393_SETTING: 66 = SET IN ROCK OUTCROP
 OV0393_SP_SET: SET IN BEDROCK
 OV0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0393+STABILITY: POSITION/ELEVATION WELL
 OV0393
 OV0393  HISTORY     - Date     Condition        Report By
 OV0393  HISTORY     - 1966     MONUMENTED       USGS
 OV0393
 OV0393                          STATION DESCRIPTION
 OV0393
 OV0393'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0393'STATION IS LOCATED ABOUT 10.4 MI. S. AND 7.1 MI. W. OF BARNUM,
 OV0393'WYOMING, IN JOHNSON COUNTY.
 OV0393'
 OV0393'STATION IS LOCATED NEAR THE N. END OF A NARROW, FLAT TOPPED, LIGHT
 OV0393'COLORED ROCKY RIDGE.  IT IS ABOUT 0.5 MI. W. OF A LARGE FLAT TOPPED
 OV0393'HILL.  STATION REACHED BY HELICOPTER.
 OV0393'
 OV0393'STATION MARK--STANDARD USGS TABLET, SET IN BEDROCK, STAMPED ---SNAG
 OV0393'ET 1966---.
 OV0393'
 OV0393'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0400 ***********************************************************************
 NR0400  DESIGNATION -  SNAKE
 NR0400  PID         -  NR0400
 NR0400  STATE/COUNTY-  WY/NATRONA
 NR0400  USGS QUAD   -  HORSE CREEK SPRINGS (1984)
 NR0400
 NR0400                         *CURRENT SURVEY CONTROL
 NR0400  ___________________________________________________________________
 NR0400* NAD 83(1993)-  42 42 36.46359(N)    107 00 48.82174(W)     ADJUSTED  
 NR0400* NAVD 88     -      2255.9    (meters)    7401.     (feet)  VERTCON   
 NR0400  ___________________________________________________________________
 NR0400  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 NR0400  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 NR0400
 NR0400  HORZ ORDER  -  THIRD
 NR0400
 NR0400.The horizontal coordinates were established by classical geodetic methods
 NR0400.and adjusted by the National Geodetic Survey in January 1997..
 NR0400
 NR0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0400
 NR0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0400
 NR0400.The geoid height was determined by GEOID03.
 NR0400
 NR0400;                    North         East     Units Scale Factor Converg.
 NR0400;SPC WYEC     -   345,503.604   426,195.107   MT  0.99994594   +0 13 00.8
 NR0400;UTM  13      - 4,730,591.650   335,105.747   MT  0.99993452   -1 21 57.9
 NR0400
 NR0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0400!SPC WYEC     -   0.99964829  x   0.99994594  =   0.99959425
 NR0400!UTM  13      -   0.99964829  x   0.99993452  =   0.99958283
 NR0400
 NR0400:                Primary Azimuth Mark                     Grid Az
 NR0400:SPC WYEC     -  GRIEVES                                  089 57 04.1
 NR0400:UTM  13      -  GRIEVES                                  091 32 02.8
 NR0400
 NR0400|---------------------------------------------------------------------|
 NR0400| PID    Reference Object                     Distance      Geod. Az  |
 NR0400|                                                           dddmmss.s |
 NR0400| NR0397 GRIEVES                             APPROX. 6.6 KM 0901004.9 |
 NR0400|---------------------------------------------------------------------|
 NR0400
 NR0400                          SUPERSEDED SURVEY CONTROL
 NR0400
 NR0400  NAD 83(1986)-  42 42 36.45736(N)    107 00 48.80700(W) AD(       ) 3
 NR0400  NAD 27      -  42 42 36.60651(N)    107 00 46.60618(W) AD(       ) 3
 NR0400  NGVD 29 (07/19/86) 2254.9    (m)         7398.     (f) VERT ANG       
 NR0400
 NR0400.Superseded values are not recommended for survey control.
 NR0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0400.See file dsdata.txt to determine how the superseded data were derived.
 NR0400
 NR0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH3510630592(NAD 83)
 NR0400_MARKER: DD = SURVEY DISK
 NR0400_SETTING: 0 = UNSPECIFIED SETTING
 NR0400
 NR0400  HISTORY     - Date     Condition        Report By
 NR0400  HISTORY     - 1948     MONUMENTED       USGS
 NR0400  HISTORY     - 1957     GOOD             USGS
 NR0400
 NR0400                          STATION DESCRIPTION
 NR0400
 NR0400'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (SSE)
 NR0400'STATION IS LOCATED ABOUT 20 MI. W. OF POISON SPIDER, 40 MI. W. OF
 NR0400'CASPER AND ABOUT 30 MI. SW. OF POWDER RIVER.
 NR0400'
 NR0400'TO REACH FROM JUNCTION OF U.S. HIGHWAY 20 AND 87 AT BRIDGE W. OF
 NR0400'CASPER, GO NW. ON HIGHWAY 20 1.4 MI. TO JUNCTION POISON SPIDER RD.
 NR0400'LEFT, TURN LEFT AND FOLLOW MAIN BLACKTOP RD. 21.0 MI. TO JUNCTION
 NR0400'DIRT RD. AT MAIL BOXES IN VICINITY OF POISON SPIDER, TAKE DIRT RD.
 NR0400'LEFT 7.1 MI. TO ENTRANCE TO DODD RANCH, TURN LEFT 0.35 MI. TO RANCH
 NR0400'BUILDINGS, CONTINUE BETWEEN BUILDINGS AND FOLLOW MAIN TRAIL WESTERLY
 NR0400'4.35 MI. TO RANCH HOUSE, FOLLOW TRAIL AROUND BUILDINGS AND CONTINUE
 NR0400'WESTERLY 2.1 MI. TO SADDLE; THENCE 0.2 MI. TO JUNCTION TRAILS, TAKE
 NR0400'LEFT W. 2.4 MI. TO GATE, CONTINUE 1.9 MI. TO JUNCTION CROSS TRAILS,
 NR0400'KEEP STRAIGHT 1.65 MI. TO JUNCTION TRAIL FROM E., TURN SHARP LEFT FOR
 NR0400'02 MI. TO DAM, CROSS DAM AND FOLLOW TRAIL UP AND AROUND HILL 0.5 MI.
 NR0400'TO JUNCTION TRAIL, TAKE LEFT TRAIL AND FOLLOW WINDING TRAIL TO TOP OF
 NR0400'RIDGE 1.0 MI.; THENCE SOUTHERLY 0.7 MI. TO DAM; THENCE SE 1.1 MI. TO
 NR0400'SLIGHT SADDLE THENCE CROSS COUNTRY TO RIGHT TO TOP OF KNOLL AND
 NR0400'STATION APPROXIMATELY 0.2 MI.
 NR0400'
 NR0400'STATION MARK IS A STANDARD CAP SET IN CONCRETE PROJECTION 4 IN.
 NR0400'STAMPED SNAKE 1948.
 NR0400'
 NR0400'REFERENCE MARK NO. 1 IS A STANDARD COPPER NAIL AND WASHER SET IN
 NR0400'CONCRETE, 29.01 FT. SW OF STATION IN TRUE AZMIUTH 12 DEG. 03 MIN.
 NR0400'
 NR0400'REFERENCE MARK NO. 2 IS A STANDARD CAP SET IN CONCRETE PROJECTING
 NR0400'2 IN., STAMPED SNAKE NO. 2, 41.45 FT. SE OF STATION IN TRUE AZIMUTH
 NR0400'278 DEG. 07 MIN.
 NR0400
 NR0400                          STATION RECOVERY (1957)
 NR0400
 NR0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1240 ***********************************************************************
 PY1240  DESIGNATION -  SNAKE
 PY1240  PID         -  PY1240
 PY1240  STATE/COUNTY-  WY/TETON
 PY1240  USGS QUAD   -  SNAKE HOT SPRINGS (1996)
 PY1240
 PY1240                         *CURRENT SURVEY CONTROL
 PY1240  ___________________________________________________________________
 PY1240* NAD 83(1993)-  44 08 29.18814(N)    110 34 45.42030(W)     ADJUSTED  
 PY1240* NAVD 88     -      2809.2    (meters)    9217.     (feet)  VERTCON   
 PY1240  ___________________________________________________________________
 PY1240  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 PY1240  GEOID HEIGHT-          -8.36  (meters)                     GEOID03
 PY1240
 PY1240  HORZ ORDER  -  THIRD
 PY1240
 PY1240.The horizontal coordinates were established by classical geodetic methods
 PY1240.and adjusted by the National Geodetic Survey in January 1997..
 PY1240
 PY1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1240
 PY1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1240
 PY1240.The geoid height was determined by GEOID03.
 PY1240
 PY1240;                    North         East     Units Scale Factor Converg.
 PY1240;SPC WY W     -   504,583.983   760,318.817   MT  0.99995686   -0 20 43.4
 PY1240;UTM  12      - 4,887,668.635   533,650.353   MT  0.99961393   +0 17 34.8
 PY1240
 PY1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1240!SPC WY W     -   0.99956101  x   0.99995686  =   0.99951789
 PY1240!UTM  12      -   0.99956101  x   0.99961393  =   0.99917511
 PY1240
 PY1240:                Primary Azimuth Mark                     Grid Az
 PY1240:SPC WY W     -  HANCOCK                                  083 31 47.2
 PY1240:UTM  12      -  HANCOCK                                  082 53 29.0
 PY1240
 PY1240|---------------------------------------------------------------------|
 PY1240| PID    Reference Object                     Distance      Geod. Az  |
 PY1240|                                                           dddmmss.s |
 PY1240| PY1231 HANCOCK                             APPROX.13.0 KM 0831103.8 |
 PY1240|---------------------------------------------------------------------|
 PY1240
 PY1240                          SUPERSEDED SURVEY CONTROL
 PY1240
 PY1240  NAD 83(1993)-  44 08 29.18121(N)    110 34 45.41901(W) AD(       ) 3
 PY1240  NAD 83(1986)-  44 08 29.17907(N)    110 34 45.40836(W) AD(       ) 3
 PY1240  NAD 27      -  44 08 29.38541(N)    110 34 42.67242(W) AD(       ) 3
 PY1240  NGVD 29 (07/19/86) 2807.9    (m)         9212.     (f) VERT ANG       
 PY1240
 PY1240.Superseded values are not recommended for survey control.
 PY1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1240.See file dsdata.txt to determine how the superseded data were derived.
 PY1240
 PY1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3365087669(NAD 83)
 PY1240_MARKER: DD = SURVEY DISK
 PY1240_SETTING: 0 = UNSPECIFIED SETTING
 PY1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1240
 PY1240  HISTORY     - Date     Condition        Report By
 PY1240  HISTORY     - 1955     MONUMENTED       USGS
 PY1240
 PY1240                          STATION DESCRIPTION
 PY1240
 PY1240'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1240'STATION LOCATED ABOUT 19.5 MI. (AIRLINE) S. OF WEST THUMB, YELLOWSTONE
 PY1240'PARK, WYOMING, AND ABOUT 4 MI. (AIRLINE) E. OF S. ENTRANCE, ON HIGHEST
 PY1240'POINT OF E. END OF LONE E-W. RIDGE.
 PY1240'
 PY1240'TO REACH STATION FROM S. ENTRANCE, TAKE SNAKE RIVER TRAIL ABOUT 1 MI.
 PY1240'TO JUNCTION WITH TRAIL TO SNAKE RIVER SECONDARY LOOKOUT AND TAKE
 PY1240'LOOKOUT TRAIL ABOUT 1 MI. TO TOP OF RIDGE AND PAST LOOKOUT INTO BASIN.
 PY1240'CROSS BASIN SOUTHEASTERLY AND CONTINUE E. ABOUT 2 MI. TO HIGHEST TOP
 PY1240'ON E. END OF RIDGE AND STATION.  A 3-1/2 HOUR PACK IS REQUIRED.
 PY1240'
 PY1240'STATION MARK--STANDARD TABLET, SET IN A PIPE, AND STAMPED ---SNAKE
 PY1240'1955---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1156 ***********************************************************************
 MO1156  DESIGNATION -  SNEEZE
 MO1156  PID         -  MO1156
 MO1156  STATE/COUNTY-  WY/PLATTE
 MO1156  USGS QUAD   -  BRISTOL RIDGE NE (1990)
 MO1156
 MO1156                         *CURRENT SURVEY CONTROL
 MO1156  ___________________________________________________________________
 MO1156* NAD 83(1993)-  41 44 27.28331(N)    104 45 02.42123(W)     ADJUSTED  
 MO1156* NAVD 88     -      1661.     (meters)    5449.     (feet)  SCALED    
 MO1156  ___________________________________________________________________
 MO1156  LAPLACE CORR-         -10.85  (seconds)                    DEFLEC99
 MO1156  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 MO1156
 MO1156  HORZ ORDER  -  THIRD
 MO1156
 MO1156.The horizontal coordinates were established by classical geodetic methods
 MO1156.and adjusted by the National Geodetic Survey in January 1997..
 MO1156
 MO1156.The orthometric height was scaled from a topographic map.
 MO1156
 MO1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1156
 MO1156.The geoid height was determined by GEOID03.
 MO1156
 MO1156;                    North         East     Units Scale Factor Converg.
 MO1156;SPC WY E     -   137,886.046   234,602.754   MT  0.99995223   +0 16 37.0
 MO1156;UTM  13      - 4,621,040.668   520,732.261   MT  0.99960529   +0 09 57.6
 MO1156
 MO1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1156!SPC WY E     -   0.99974199  x   0.99995223  =   0.99969424
 MO1156!UTM  13      -   0.99974199  x   0.99960529  =   0.99934739
 MO1156
 MO1156:                Primary Azimuth Mark                     Grid Az
 MO1156:SPC WY E     -  BEACON 3                                 228 38 53.3
 MO1156:UTM  13      -  BEACON 3                                 228 45 32.7
 MO1156
 MO1156|---------------------------------------------------------------------|
 MO1156| PID    Reference Object                     Distance      Geod. Az  |
 MO1156|                                                           dddmmss.s |
 MO1156| MO1161 BEACON 3                            APPROX.15.1 KM 2285530.3 |
 MO1156|---------------------------------------------------------------------|
 MO1156
 MO1156                          SUPERSEDED SURVEY CONTROL
 MO1156
 MO1156  NAD 83(1986)-  41 44 27.26668(N)    104 45 02.41991(W) AD(       ) 3
 MO1156  NAD 27      -  41 44 27.36389(N)    104 45 00.53878(W) AD(       ) 3
 MO1156
 MO1156.Superseded values are not recommended for survey control.
 MO1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1156.See file dsdata.txt to determine how the superseded data were derived.
 MO1156
 MO1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2073221041(NAD 83)
 MO1156
 MO1156  HISTORY     - Date     Condition        Report By
 MO1156  HISTORY     - UNK      MONUMENTED
 MO1156  HISTORY     - 1961     GOOD             USGS
 MO1156
 MO1156                          STATION DESCRIPTION
 MO1156
 MO1156'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JBF)
 MO1156'TO REACH FROM CHUGWATER, GO 1 BLOCK S. FROM POST OFFICE, TURN LEFT
 MO1156'(E.) CROSS RAILROAD TRACKS AND GO 0.1 MI. TO RD. FORK, TAKE RIGHT
 MO1156'FORK 0.3 MI. TO BRIDGE OVER CHUG CREEK, CONTINUE 0.9 MI. TO POINT
 MO1156'WHERE RD. TURN LEFT (E.), PROCEED ON GRAVEL RD. 1 MI. TO CROSSROADS,
 MO1156'CONTINUE STRAIGHT AHEAD 2 MI. TO NEXT CROSSROADS.  STATION LOCATED
 MO1156'75 FT. S. OF CENTER OF E-W. RD. (RD. TO HAWK SPRINGS), AND 44 FT. W.
 MO1156'OF CENTER OF N-S. RD.  STATION IS 25 FT. INSIDE E-W. FENCE LINE AND
 MO1156'12 FT. INSIDE N-S. FENCE LINE.
 MO1156'
 MO1156'RECOVERED.
 MO1156'
 MO1156'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED
 MO1156'---JSC-SNEEZE 1951---.
 MO1156'
 MO1156'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0248 ***********************************************************************
 NS0248  DESIGNATION -  SNOW
 NS0248  PID         -  NS0248
 NS0248  STATE/COUNTY-  WY/FREMONT
 NS0248  USGS QUAD   -  MINERS DELIGHT (1991)
 NS0248
 NS0248                         *CURRENT SURVEY CONTROL
 NS0248  ___________________________________________________________________
 NS0248* NAD 83(1993)-  42 33 57.92823(N)    108 38 28.06891(W)     ADJUSTED  
 NS0248* NAVD 88     -      2460.5    (meters)    8072.     (feet)  VERTCON   
 NS0248  ___________________________________________________________________
 NS0248  LAPLACE CORR-         -13.69  (seconds)                    DEFLEC99
 NS0248  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 NS0248
 NS0248  HORZ ORDER  -  THIRD
 NS0248
 NS0248.The horizontal coordinates were established by classical geodetic methods
 NS0248.and adjusted by the National Geodetic Survey in January 1997..
 NS0248
 NS0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0248
 NS0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0248
 NS0248.The geoid height was determined by GEOID03.
 NS0248
 NS0248;                    North         East     Units Scale Factor Converg.
 NS0248;SPC WYWC     -   229,460.250   608,938.997   MT  0.99993848   +0 04 25.1
 NS0248;UTM  12      - 4,715,328.656   693,619.692   MT  1.00006125   +1 35 46.1
 NS0248
 NS0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0248!SPC WYWC     -   0.99961606  x   0.99993848  =   0.99955456
 NS0248!UTM  12      -   0.99961606  x   1.00006125  =   0.99967728
 NS0248
 NS0248:                Primary Azimuth Mark                     Grid Az
 NS0248:SPC WYWC     -  LIMESTONE                                283 02 58.7
 NS0248:UTM  12      -  LIMESTONE                                281 31 37.7
 NS0248
 NS0248|---------------------------------------------------------------------|
 NS0248| PID    Reference Object                     Distance      Geod. Az  |
 NS0248|                                                           dddmmss.s |
 NS0248| NS0247 LIMESTONE                           APPROX. 6.1 KM 2830723.8 |
 NS0248|---------------------------------------------------------------------|
 NS0248
 NS0248                          SUPERSEDED SURVEY CONTROL
 NS0248
 NS0248  NAD 83(1986)-  42 33 57.91206(N)    108 38 28.07011(W) AD(       ) 3
 NS0248  NAD 27      -  42 33 58.07151(N)    108 38 25.66696(W) AD(       ) 3
 NS0248  NGVD 29 (07/19/86) 2459.4    (m)         8069.     (f) VERT ANG       
 NS0248
 NS0248.Superseded values are not recommended for survey control.
 NS0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0248.See file dsdata.txt to determine how the superseded data were derived.
 NS0248
 NS0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9362015329(NAD 83)
 NS0248_MARKER: DD = SURVEY DISK
 NS0248_SETTING: 80 = SET IN A BOULDER
 NS0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0248+STABILITY: SURFACE MOTION
 NS0248
 NS0248  HISTORY     - Date     Condition        Report By
 NS0248  HISTORY     - 1951     MONUMENTED       USGS
 NS0248
 NS0248                          STATION DESCRIPTION
 NS0248
 NS0248'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0248'STATION LOCATED ABOUT 22.5 MI. S. OF P.O. IN LANDER WYOMING. -AIR-
 NS0248'
 NS0248'TO REACH FROM P.O. IN LANDER WYOMING, GO ONE BLOCK S. ON 2ND STREET TO
 NS0248'JUNCTION OF U.S. HIGHWAY 287, THEN GO 7.2 MI. SE. ON U.S.HIGHWAY 287
 NS0248'TO JUNCTION OF WYOMING HIGHWAY 28.  PROCEED FOR 0.65 MI.TO CROSSROADS,
 NS0248'AND TURN LEFT ONTO DIRT RD. FOLLOWING DOWN N. SIDE OF DRAIN FOR 0.35
 NS0248'MI. TO DRAIN CROSSING. CROSS DRAIN AND CONTINUE ON DIRT RD, FOR 0.5
 NS0248'MI. TURN RIGHT OFF RD. AT TOP OF KNOLL AND HEAD S. FOR 0.4 MI.
 NS0248'TO DRAIN.  CROSS DRAIN AND PROCEED UP E. SIDE OF MAIN N-S. DRAIN AND
 NS0248'W. SIDE OF STONEY SLOPE FOR 1.0 MI. STATION IS ON HIGHEST OPEN TOP
 NS0248'JUST E. OF CEDAR WOODS.  APPROACHING SLOPE SPOTTED WITH CEDARS.
 NS0248'TOP VISIBLE FROM HIGHWAY 28 AT TURN OFF.
 NS0248'
 NS0248'STATION MARK - A STANDARD BRONZE TABLET SET IN LIMESTONE BOULDER.
 NS0248'STAMPED--- WR-SNOW 8069---.
 NS0248'
 NS0248'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0556 ***********************************************************************
 PW0556  DESIGNATION -  SNOWSHOE
 PW0556  PID         -  PW0556
 PW0556  STATE/COUNTY-  WY/BIG HORN
 PW0556  USGS QUAD   -  SHELL FALLS (1993)
 PW0556
 PW0556                         *CURRENT SURVEY CONTROL
 PW0556  ___________________________________________________________________
 PW0556* NAD 83(1993)-  44 32 30.28399(N)    107 31 56.75751(W)     ADJUSTED  
 PW0556* NAVD 88     -      2786.2    (meters)    9141.     (feet)  VERTCON   
 PW0556  ___________________________________________________________________
 PW0556  LAPLACE CORR-          13.65  (seconds)                    DEFLEC99
 PW0556  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 PW0556
 PW0556  HORZ ORDER  -  SECOND
 PW0556
 PW0556.The horizontal coordinates were established by classical geodetic methods
 PW0556.and adjusted by the National Geodetic Survey in January 1997..
 PW0556
 PW0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0556
 PW0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0556
 PW0556.The geoid height was determined by GEOID03.
 PW0556
 PW0556;                    North         East     Units Scale Factor Converg.
 PW0556;SPC WYEC     -   548,962.269   384,178.010   MT  0.99994058   -0 08 22.8
 PW0556;UTM  13      - 4,935,165.779   298,819.867   MT  1.00009775   -1 46 36.9
 PW0556
 PW0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0556!SPC WYEC     -   0.99956470  x   0.99994058  =   0.99950530
 PW0556!UTM  13      -   0.99956470  x   1.00009775  =   0.99966240
 PW0556
 PW0556:                Primary Azimuth Mark                     Grid Az
 PW0556:SPC WYEC     -  SNOWSHOE AZ MK                           167 34 40.3
 PW0556:UTM  13      -  SNOWSHOE AZ MK                           169 12 54.4
 PW0556
 PW0556|---------------------------------------------------------------------|
 PW0556| PID    Reference Object                     Distance      Geod. Az  |
 PW0556|                                                           dddmmss.s |
 PW0556| CQ7347 SNOWSHOE AZ MK                                     1672617.5 |
 PW0556| CQ7348 SNOWSHOE RM 1                        19.180 METERS 17004     |
 PW0556| CQ7349 SNOWSHOE RM 2                        11.707 METERS 32349     |
 PW0556|---------------------------------------------------------------------|
 PW0556
 PW0556                          SUPERSEDED SURVEY CONTROL
 PW0556
 PW0556  NAD 83(1986)-  44 32 30.26937(N)    107 31 56.74503(W) AD(       ) 2
 PW0556  NAD 27      -  44 32 30.39970(N)    107 31 54.44070(W) AD(       ) 2
 PW0556  NGVD 29 (07/19/86) 2785.2    (m)         9138.     (f) VERT ANG       
 PW0556
 PW0556.Superseded values are not recommended for survey control.
 PW0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0556.See file dsdata.txt to determine how the superseded data were derived.
 PW0556
 PW0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK9882035166(NAD 83)
 PW0556_MARKER: DS = TRIANGULATION STATION DISK
 PW0556_SETTING: 66 = SET IN ROCK OUTCROP
 PW0556
 PW0556  HISTORY     - Date     Condition        Report By
 PW0556  HISTORY     - 1957     MONUMENTED       CGS
 PW0556
 PW0556                          STATION DESCRIPTION
 PW0556
 PW0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0556'STATION IS ABOUT 16 MILES SOUTH OF BURGESS JUNCTION, 12 MILES
 PW0556'EAST OF SHELL, 1-1/2 MILES WEST-SOUTHWEST OF THE SHELL RANGER
 PW0556'STATION AND ABOUT 3/4 MILE NORTHWEST OF A SLIGHTLY HIGHER
 PW0556'POINT SHOWN ON THE FOREST SERVICE MAP AS SNOWSHOE MOUNTAIN, ON
 PW0556'THE HIGHEST POINT AND AT THE NORTH END OF A PROMINENT SOLID
 PW0556'ROCK CLIFF OVERLOOKING SHELL CREEK TO THE NORTH.
 PW0556'
 PW0556'STATION IS REACHED FROM BURGESS JUNCTION BY GOING SOUTH ON U.S.
 PW0556'HIGHWAY 14 FOR 15.85 MILE TO A SIDE ROAD ON THE LEFT AT A SIGN
 PW0556'SHELL RANGER STATION 3, TURN LEFT AND GO SOUTHEAST, UP SHELL
 PW0556'CREEK FOR 2.45 MILE TO THE RANGER STATION ON THE LEFT, CONTINUE
 PW0556'STRAIGHT AHEAD FOR 0.15 MILE TO A FORK, BEAR RIGHT AND CONTINUE
 PW0556'ON THE MAIN ROAD FOR 1.4 MILE TO A FORK AT A SIGN RANGER CREEK
 PW0556'RANCH 1/2, BEAR RIGHT AND CONTINUE ON THE MAIN ROAD FOR 1.1
 PW0556'MILE TO THE TOP OF A GRADE AND A SIDE ROAD ON THE RIGHT, TURN
 PW0556'RIGHT AND GO WESTERLY ON A TRACK ROAD FOR 0.35 MILE TO
 PW0556'LOG BUILDINGS ON THE LEFT, CONTINUE WEST AND NORTHWEST
 PW0556'FOR 1.7 MILE TO A DIM TRACK ROAD ON THE LEFT, (THE
 PW0556'AZIMUTH MARK IS 0.2 MILE SOUTH OF THIS POINT AT THE
 PW0556'BASE OF A LARGE, RED COLORED BUTTE) CONTINUE WESTERLY
 PW0556'FOR 0.6 MILE TO A FORK IN A LOW SADDLE, BEAR RIGHT AND GO
 PW0556'NORTHWESTERLY FOR 0.1 MILE TO A DIM TRACK ROAD ON THE
 PW0556'RIGHT, TURN RIGHT AND GO NORTHERLY FOR 0.1 MILE TO HIGHEST POINT
 PW0556'AND THE STATION.
 PW0556'
 PW0556'STATION MARK IS A STANDARD DISK, STAMPED SNOWSHOE 1957, CEMENTED
 PW0556'IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 15 FEET SOUTH OF THE
 PW0556'NORTH EDGE OF THE CLIFF.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 PW0556'SET 4 FEET NORTHEAST OF THE MARK.
 PW0556'
 PW0556'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SNOWSHOE NO 1 1957,
 PW0556'CEMENTED IN A DRILL HOLE IN A LARGE MASS OF ROCK OUTCROP FLUSH
 PW0556'WITH THE CLIFF SURFACE.  IT IS 92 FEET SOUTH OF THE NORTH EDGE
 PW0556'OF THE CLIFF AND ABOUT 3 FEET LOWER THAN THE STATION.
 PW0556'
 PW0556'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SNOWSHOE NO 2 1957,
 PW0556'CEMENTED IN A DRILL HOLE IN A LARGE MASS OF ROCK OUTCROP FLUSH
 PW0556'WITH THE CLIFF SURFACE.  IT IS 7 FEET SOUTH OF THE NORTH EDGE OF
 PW0556'THE CLIFF AND ABOUT 4 FEET LOWER THAN THE STATION.
 PW0556'
 PW0556'AZIMUTH MARK IS A STANDARD DISK, STAMPED SNOWSHOE 1957, CEMENTED
 PW0556'IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS ABOUT 4 FEET
 PW0556'TO THE EAST AND FLUSH TO THE WEST.  IT IS ABOUT 50 FEET NORTH
 PW0556'OF THE NORTH BASE OF THE BUTTE.  A 4 IN X 4 IN WHITE WITNESS
 PW0556'POST WAS SET 4 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0423 ***********************************************************************
 NR0423  DESIGNATION -  SOB
 NR0423  PID         -  NR0423
 NR0423  STATE/COUNTY-  WY/NATRONA
 NR0423  USGS QUAD   -  ERVAY BASIN SW (1984)
 NR0423
 NR0423                         *CURRENT SURVEY CONTROL
 NR0423  ___________________________________________________________________
 NR0423* NAD 83(1993)-  42 46 24.26886(N)    107 29 55.03879(W)     ADJUSTED  
 NR0423* NAVD 88     -      2234.4    (meters)    7331.     (feet)  VERTCON   
 NR0423  ___________________________________________________________________
 NR0423  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 NR0423  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 NR0423
 NR0423  HORZ ORDER  -  THIRD
 NR0423
 NR0423.The horizontal coordinates were established by classical geodetic methods
 NR0423.and adjusted by the National Geodetic Survey in January 1997..
 NR0423
 NR0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0423
 NR0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0423
 NR0423.The geoid height was determined by GEOID03.
 NR0423
 NR0423;                    North         East     Units Scale Factor Converg.
 NR0423;SPC WYEC     -   352,496.378   386,473.635   MT  0.99993975   -0 06 44.1
 NR0423;UTM  13      - 4,738,680.455   295,589.541   MT  1.00011408   -1 41 50.6
 NR0423
 NR0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0423!SPC WYEC     -   0.99965164  x   0.99993975  =   0.99959141
 NR0423!UTM  13      -   0.99965164  x   1.00011408  =   0.99976568
 NR0423
 NR0423:                Primary Azimuth Mark                     Grid Az
 NR0423:SPC WYEC     -  SAGE HEN                                 095 22 06.7
 NR0423:UTM  13      -  SAGE HEN                                 096 57 13.2
 NR0423
 NR0423|---------------------------------------------------------------------|
 NR0423| PID    Reference Object                     Distance      Geod. Az  |
 NR0423|                                                           dddmmss.s |
 NR0423| NR0420 SAGE HEN                            APPROX. 5.0 KM 0951522.6 |
 NR0423|---------------------------------------------------------------------|
 NR0423
 NR0423                          SUPERSEDED SURVEY CONTROL
 NR0423
 NR0423  NAD 83(1986)-  42 46 24.25966(N)    107 29 55.03774(W) AD(       ) 3
 NR0423  NAD 27      -  42 46 24.41575(N)    107 29 52.79209(W) AD(       ) 3
 NR0423  NGVD 29 (07/19/86) 2233.3    (m)         7327.     (f) VERT ANG       
 NR0423
 NR0423.Superseded values are not recommended for survey control.
 NR0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0423.See file dsdata.txt to determine how the superseded data were derived.
 NR0423
 NR0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9559038680(NAD 83)
 NR0423
 NR0423  HISTORY     - Date     Condition        Report By
 NR0423  HISTORY     - 1950     MONUMENTED       USGS
 NR0423  HISTORY     - 1957     GOOD             USGS
 NR0423
 NR0423                          STATION DESCRIPTION
 NR0423
 NR0423'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0423'RECOVERED IN GOOD CONDITION.
 NR0423'
 NR0423'STATION IS LOCATED ABOUT 26.8 MI. S. AND 10.7 MI. E. OF MONETA,
 NR0423'WYOMING.  IN SW. 1/4 SEC. 4, T 32 N, R 89 W.
 NR0423'
 NR0423'TO REACH FROM MONETA POST OFFICE, DRIVE E. ON HIGHWAY 20 AND 26 FOR
 NR0423'0.4 MI., TURN RIGHT (S.) ON GRADED COUNTY RD. TO RD. FORKS 1.2 MI.,
 NR0423'THENCE RIGHT 21.9 MI. ON MAIN GRADED RD. TO RD. FORKS, TURN RIGHT 1.1
 NR0423'MI. TO INTERSECTION WITH PIPELINE RD. AND PROCEED E. 13.5 MI. TO DEER
 NR0423'CREEK CROSSING, CONTINUE 1.0 MI. PAST CREEK TO RD. FORKS, TURN RIGHT
 NR0423'(S.) OFF OF PIPELINE RD. AND PROCEED 2.2 MI. TO RD. JUST S. OF SECOND
 NR0423'DEER CREEK CROSSING, THENCE LEFT 0.5 MI. TO RD. FORKS, THENCE RIGHT
 NR0423'(W.) 0.5 MI. TO RD. FORKS, THENCE LEFT 0.1 MI. TO RD. FORKS, TURN
 NR0423'LEFT 3.9 MI. TO RD. FORKS, TURN RIGHT 0.4 MI. TO RD. INTERSECTION,
 NR0423'THENCE RIGHT 0.4 MI. TO RD. FORKS, THENCE RIGHT 0.8 MI. TO EARTH
 NR0423'FILLED DAM, CROSS DAM AND GO 10.1 MI. TO RD. FORKS, TURN LEFT (S.)
 NR0423'AND PROCEED 2.8 MI.  STATION LIES TO RIGHT OF RD. ABOUT 300 FT. ON A
 NR0423'SMALL KNOLL.
 NR0423'
 NR0423'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST PROJECTING
 NR0423'ABOUT 4 IN. ABOVE GROUND SURFACE, AND STAMPED ---WR SOB 1950 VABM
 NR0423'7327---.
 NR0423'
 NR0423'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0762 ***********************************************************************
 OX0762  DESIGNATION -  SODA
 OX0762  PID         -  OX0762
 OX0762  STATE/COUNTY-  WY/TETON
 OX0762  USGS QUAD   -  BURNT MOUNTAIN (1996)
 OX0762
 OX0762                         *CURRENT SURVEY CONTROL
 OX0762  ___________________________________________________________________
 OX0762* NAD 83(1993)-  43 31 04.94826(N)    110 14 35.51276(W)     ADJUSTED  
 OX0762* NAVD 88     -      2520.2    (meters)    8268.     (feet)  VERTCON   
 OX0762  ___________________________________________________________________
 OX0762  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 OX0762  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 OX0762
 OX0762  HORZ ORDER  -  SECOND
 OX0762
 OX0762.The horizontal coordinates were established by classical geodetic methods
 OX0762.and adjusted by the National Geodetic Survey in January 1997..
 OX0762
 OX0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0762
 OX0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0762
 OX0762.The geoid height was determined by GEOID03.
 OX0762
 OX0762;                    North         East     Units Scale Factor Converg.
 OX0762;SPC WY W     -   435,215.825   787,075.335   MT  0.99993955   -0 06 36.3
 OX0762;UTM  12      - 4,818,623.167   561,165.025   MT  0.99964602   +0 31 16.1
 OX0762
 OX0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0762!SPC WY W     -   0.99960632  x   0.99993955  =   0.99954589
 OX0762!UTM  12      -   0.99960632  x   0.99964602  =   0.99925248
 OX0762
 OX0762:                Primary Azimuth Mark                     Grid Az
 OX0762:SPC WY W     -  DEER CREEK LOOKOUT                       021 26 18.1
 OX0762:UTM  12      -  DEER CREEK LOOKOUT                       020 48 25.7
 OX0762
 OX0762|---------------------------------------------------------------------|
 OX0762| PID    Reference Object                     Distance      Geod. Az  |
 OX0762|                                                           dddmmss.s |
 OX0762| OX0763 DEER CREEK LOOKOUT                  APPROX.11.6 KM 0211941.8 |
 OX0762| CP5805 SODA RM 1                            11.515 METERS 20153     |
 OX0762| CP5806 SODA RM 2                            41.955 METERS 34919     |
 OX0762| OX0765 COTTONWOOD                          APPROX. 3.0 KM 3511851.6 |
 OX0762|---------------------------------------------------------------------|
 OX0762
 OX0762                          SUPERSEDED SURVEY CONTROL
 OX0762
 OX0762  NAD 83(1993)-  43 31 04.93856(N)    110 14 35.50632(W) AD(       ) 2
 OX0762  NAD 83(1986)-  43 31 04.93820(N)    110 14 35.50048(W) AD(       ) 2
 OX0762  NAD 27      -  43 31 05.14400(N)    110 14 32.83300(W) AD(       ) 2
 OX0762  NGVD 29 (07/19/86) 2518.7    (m)         8263.     (f) VERT ANG       
 OX0762
 OX0762.Superseded values are not recommended for survey control.
 OX0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0762.See file dsdata.txt to determine how the superseded data were derived.
 OX0762
 OX0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP6116518623(NAD 83)
 OX0762_MARKER: DS = TRIANGULATION STATION DISK
 OX0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OX0762
 OX0762  HISTORY     - Date     Condition        Report By
 OX0762  HISTORY     - 1946     MONUMENTED       CGS
 OX0762  HISTORY     - 1965     GOOD             USGS
 OX0762
 OX0762                          STATION DESCRIPTION
 OX0762
 OX0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0762'THE STATION IS LOCATED ABOUT 26 MILES NORTHEAST OF KELLY,
 OX0762'ON A BALD SUMMIT OF A LONG RIDGE BETWEEN SODA CREEK AND THE
 OX0762'GROS VENTRE RIVER, 2 MILES AIRLINE SOUTHEAST OF THE CONFLUENCE
 OX0762'OF THESE TWO STREAMS, AND ABOUT 1/4 MILE EAST OF THE SOUTHERN
 OX0762'END OF SODA LAKE.
 OX0762'
 OX0762'THE MARK IS A STANDARD DISK STAMPED SODA 1946, SET IN THE
 OX0762'TOP OF A ROUND CONCRETE POST, PROJECTING ABOUT 4 INCHES.
 OX0762'IT IS 10 FEET NORTH OF THE EDGE OF THE HILL, 10 FEET WEST OF
 OX0762'THE EDGE OF THE HILL, AND ON THE HIGHEST PART OF THE HILL.
 OX0762'
 OX0762'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED SODA NO. 1
 OX0762'1946, SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  IT IS ON THE
 OX0762'SOUTH SLOPE OF THE HILL, 2 FEET WEST OF THE SHOULDER OF THE
 OX0762'HILL, AND ABOUT 5 FEET LOWER THAN THE STATION.
 OX0762'
 OX0762'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SODA NO. 2
 OX0762'1946, SET IN A BOULDER PROJECTING ABOUT 2-1/2 FEET ABOVE THE
 OX0762'GROUND.  IT IS ON THE NORTHWEST SLOPE OF THE HILL, 15 FEET
 OX0762'SOUTH OF THE SHOULDER, AND ABOUT 15 FEET LOWER THAN THE STATION.
 OX0762'
 OX0762'TRIANGULATION STATION COTTONWOOD WAS USED AS THE AZIMUTH
 OX0762'MARK.  TO REACH SEE DESCRIPTION CARD FOR SAME.
 OX0762'
 OX0762'TO REACH THE STATION FROM THE KELLY POST OFFICE GO NORTH
 OX0762'FOR 1 MILE TO A CROSS ROADS.  TURN RIGHT (EAST) AND FOLLOW
 OX0762'THE MAIN ROAD UP THE GROS VENTRE RIVER FOR 22 MILES TO A FORKS,
 OX0762'(RIGHT FORK GOES TO GOOSEWING GUARD STATION), KEEP LEFT AND
 OX0762'GO 2.15 MILES TO A FORKS, KEEP RIGHT AND GO 1 MILE TO A FORKS,
 OX0762'KEEP RIGHT AND GO 0.4 MILE TO A GATE, PASS THROUGH THE GATE
 OX0762'AND CONTINUE 1.6 MILES AND THE END OF TRUCK TRAVEL.  PACK
 OX0762'TO THE RIGHT (SOUTH) FOR ABOUT 3/4 MILE TO THE HIGHEST HILL
 OX0762'AND THE STATION AS DESCRIBED ABOVE.
 OX0762
 OX0762                          STATION RECOVERY (1965)
 OX0762
 OX0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0631 ***********************************************************************
 NQ0631  DESIGNATION -  SODA
 NQ0631  PID         -  NQ0631
 NQ0631  STATE/COUNTY-  WY/ALBANY
 NQ0631  USGS QUAD   -  GREASEWOOD KNOLL (1968)
 NQ0631
 NQ0631                         *CURRENT SURVEY CONTROL
 NQ0631  ___________________________________________________________________
 NQ0631* NAD 83(1993)-  42 02 43.01202(N)    105 57 25.47185(W)     ADJUSTED  
 NQ0631* NAVD 88     -      2130.7    (meters)    6990.     (feet)  VERTCON   
 NQ0631  ___________________________________________________________________
 NQ0631  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 NQ0631  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 NQ0631
 NQ0631  HORZ ORDER  -  THIRD
 NQ0631
 NQ0631.The horizontal coordinates were established by classical geodetic methods
 NQ0631.and adjusted by the National Geodetic Survey in January 1997..
 NQ0631
 NQ0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0631
 NQ0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0631
 NQ0631.The geoid height was determined by GEOID03.
 NQ0631
 NQ0631;                    North         East     Units Scale Factor Converg.
 NQ0631;SPC WY E     -   171,909.232   134,564.344   MT  0.99999017   -0 31 45.7
 NQ0631;SPC WYEC     -   272,523.478   513,937.163   MT  1.00009718   +0 55 18.5
 NQ0631;UTM  13      - 4,655,246.822   420,793.114   MT  0.99967720   -0 38 27.6
 NQ0631
 NQ0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0631!SPC WY E     -   0.99966785  x   0.99999017  =   0.99965803
 NQ0631!SPC WYEC     -   0.99966785  x   1.00009718  =   0.99976500
 NQ0631!UTM  13      -   0.99966785  x   0.99967720  =   0.99934516
 NQ0631
 NQ0631|---------------------------------------------------------------------|
 NQ0631| PID    Reference Object                     Distance      Geod. Az  |
 NQ0631|                                                           dddmmss.s |
 NQ0631| CQ4949 SODA RM 1                             6.149 METERS 09249     |
 NQ0631| CQ4948 SODA AZ MK                                         2211909.0 |
 NQ0631| CQ4950 SODA RM 2                             6.070 METERS 34010     |
 NQ0631|---------------------------------------------------------------------|
 NQ0631
 NQ0631                          SUPERSEDED SURVEY CONTROL
 NQ0631
 NQ0631  NAD 83(1986)-  42 02 42.99825(N)    105 57 25.46378(W) AD(       ) 3
 NQ0631  NAD 27      -  42 02 43.11600(N)    105 57 23.43300(W) AD(       ) 3
 NQ0631  NGVD 29 (07/19/86) 2129.6    (m)         6987.     (f) VERT ANG       
 NQ0631
 NQ0631.Superseded values are not recommended for survey control.
 NQ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0631.See file dsdata.txt to determine how the superseded data were derived.
 NQ0631
 NQ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG2079355247(NAD 83)
 NQ0631_MARKER: DS = TRIANGULATION STATION DISK
 NQ0631_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0631
 NQ0631  HISTORY     - Date     Condition        Report By
 NQ0631  HISTORY     - 1948     MONUMENTED       CGS
 NQ0631  HISTORY     - 1968     GOOD             USGS
 NQ0631
 NQ0631                          STATION DESCRIPTION
 NQ0631
 NQ0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0631'THE STATION IS LOCATED IN T.24 N.,R.76 W., ABOUT 3.5 MILES
 NQ0631'AIRLINE WEST OF THE SOUTHERN END OF COOPER LAKE, ABOUT 18
 NQ0631'MILES AIRLINE SOUTH-SOUTHWEST OF THE OLD ABANDONED MARSHALL
 NQ0631'POST OFFICE, ABOUT 16.5 MILES AIRLINE NORTHEAST OF MEDICINE
 NQ0631'BOW, ON A PROMINENT ROCKY BUTTE IN THE PLAINS AREA, ON THE
 NQ0631'WEST END OF BUTTE, 15 FEET SOUTH OF A 5 FOOT CAIRN, 7 FEET
 NQ0631'SOUTH OF A 4 X 4 WITNESS POST, SET FLUSH, STAMPED, SODA 1948.
 NQ0631'
 NQ0631'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NQ0631'THE STATION, 21 FEET EAST OF A 5 FOOT CAIRN, SET FLUSH, STAMPED,
 NQ0631'SODA NO 1 1948.
 NQ0631'
 NQ0631'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 NQ0631'AS THE STATION, 12 FEET WEST OF A 5 FOOT CAIRN, SET FLUSH,
 NQ0631'STAMPED, SODA NO 2 1948.
 NQ0631'
 NQ0631'THE AZIMUTH MARK IS LOCATED ALONG ROUTE TO STATION, 22 PACES
 NQ0631'SOUTHEAST OF THE SOUTHEAST CORNER OF ROCK HOUSE, 18 PACES
 NQ0631'SOUTHWEST OF THE REMAINS OF AN OLD ROCK BUILDING, 3 FEET NORTH
 NQ0631'OF A 4 X 4 WITNESS POST, PROJECTS 4 INCHES, STAMPED, SODA,
 NQ0631'1948.
 NQ0631'
 NQ0631'TO REACH FROM MEDICINE BOW.  GO SOUTH ON THE CASPER ROAD
 NQ0631'FOR 2.6 MILES TO A FORK.  TAKE THE RIGHT FORK (NORTHEAST)
 NQ0631'AND GO 9.3 MILES TO A GRADED NORTH-SOUTH ROAD.  TURN LEFT
 NQ0631'(NORTH) AND GO 1.8 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT
 NQ0631'(EAST) ON TRACK ROAD AND GO 0.55 MILE TO A FORK JUST AFTER
 NQ0631'CROSSING A DRAW.  KEEP THE RIGHT FORK AND GO 1.55 MILE TO
 NQ0631'A GATE IN NORTH-SOUTH FENCE LINE.  PASS THROUGH GATE AND
 NQ0631'CONTINUE EASTERLY FOR 1.1 MILE.  AT THIS POINT LEAVE ROAD
 NQ0631'AND GO NORTH ACROSS COUNTRY FOR 0.4 MILE TO AN OLD STONE
 NQ0631'HOUSE AND AZIMUTH MARK AS DESCRIBED ABOVE.  FROM THIS POINT
 NQ0631'CONTINUE EASTERLY THEN NORTHERLY A DISTANCE OF APPROXIMATELY
 NQ0631'1.3 MILE TO THE WEST END OF BUTTE AND STATION AS
 NQ0631'DESCRIBED ABOVE.  A DRIVE STATION.
 NQ0631
 NQ0631                          STATION RECOVERY (1968)
 NQ0631
 NQ0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JLP)
 NQ0631'TO REACH STATION FROM ROCK RIVER, GO NORTH ON U.S. HIGHWAYS
 NQ0631'287 AND 30, 6.0 MILES TO THE JCT WITH THE MARSHALL ROAD (ALBANY
 NQ0631'SO. ROAD 810) ON THE RIGHT, TURN RIGHT ON GRADED ROAD AND GO
 NQ0631'14.1 MI TO A ROAD. JCT... TURN RIGHT NORTH AND GO ABOUT 2.9
 NQ0631'MI EAST, TO A TRACK ROAD RIGHT, JUST AFTER CROSSING A CATTLEGUARD
 NQ0631'TURN RIGHT ON TRACK ROAD AND GO EAST ONE MILE, TO A T-RD
 NQ0631'NORTH TO A WINDMILL, CONTINUE STRAIGHT AHEAD 0.4 MILES TO A
 NQ0631'Y ROAD BEAR LEFT NE. 0.9 MI TO A Y-RD. AFTER PAS-THRU N-S
 NQ0631'FENCE BEAR LEFT NE 2.0 MI TO A Y-RD AT THE SOUTH SIDE OF
 NQ0631'AN E-W FENCE TURN SHARP RIGHT SOUTH ON ROAD FOR 1 MI TO A
 NQ0631'ROCKY RIDGE EAST OF ROAD TURN LEFT AND GO CROSS COUNTRY ABOUT
 NQ0631'0.2 MI TO NW END OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0383 ***********************************************************************
 OU0383  DESIGNATION -  SODA
 OU0383  PID         -  OU0383
 OU0383  STATE/COUNTY-  WY/WESTON
 OU0383  USGS QUAD   -  SHEEP CANYON CREEK WEST (1982)
 OU0383
 OU0383                         *CURRENT SURVEY CONTROL
 OU0383  ___________________________________________________________________
 OU0383* NAD 83(1993)-  43 59 30.52649(N)    104 44 38.60530(W)     ADJUSTED  
 OU0383* NAVD 88     -      1476.3    (meters)    4843.     (feet)  VERTCON   
 OU0383  ___________________________________________________________________
 OU0383  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 OU0383  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 OU0383
 OU0383  HORZ ORDER  -  THIRD
 OU0383
 OU0383.The horizontal coordinates were established by classical geodetic methods
 OU0383.and adjusted by the National Geodetic Survey in January 1997..
 OU0383
 OU0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0383
 OU0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0383
 OU0383.The geoid height was determined by GEOID03.
 OU0383
 OU0383;                    North         East     Units Scale Factor Converg.
 OU0383;SPC WY E     -   387,926.524   233,898.464   MT  0.99995163   +0 17 36.7
 OU0383;UTM  13      - 4,870,995.357   520,522.824   MT  0.99960518   +0 10 40.0
 OU0383
 OU0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0383!SPC WY E     -   0.99977083  x   0.99995163  =   0.99972247
 OU0383!UTM  13      -   0.99977083  x   0.99960518  =   0.99937610
 OU0383
 OU0383:                Primary Azimuth Mark                     Grid Az
 OU0383:SPC WY E     -  UE 4430 4                                083 31 10.8
 OU0383:UTM  13      -  UE 4430 4                                083 38 07.5
 OU0383
 OU0383|---------------------------------------------------------------------|
 OU0383| PID    Reference Object                     Distance      Geod. Az  |
 OU0383|                                                           dddmmss.s |
 OU0383| PV0511 UE 4430 4                           APPROX.10.0 KM 0834847.5 |
 OU0383|---------------------------------------------------------------------|
 OU0383
 OU0383                          SUPERSEDED SURVEY CONTROL
 OU0383
 OU0383  NAD 83(1986)-  43 59 30.53383(N)    104 44 38.59534(W) AD(       ) 3
 OU0383  NAD 27      -  43 59 30.60384(N)    104 44 36.71910(W) AD(       ) 3
 OU0383  NGVD 29 (07/19/86) 1475.6    (m)         4841.     (f) VERT ANG       
 OU0383
 OU0383.Superseded values are not recommended for survey control.
 OU0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0383.See file dsdata.txt to determine how the superseded data were derived.
 OU0383
 OU0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ2052370995(NAD 83)
 OU0383_MARKER: DD = SURVEY DISK
 OU0383_SETTING: 0 = UNSPECIFIED SETTING
 OU0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0383
 OU0383  HISTORY     - Date     Condition        Report By
 OU0383  HISTORY     - 1955     MONUMENTED       USGS
 OU0383
 OU0383                          STATION DESCRIPTION
 OU0383
 OU0383'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0383'STATION IS LOCATED ABOUT 9.0 MI. (AIRLINE) SW. OF UPTON, ABOUT 1.5 MI.
 OU0383'S. OF SODA BUTTE, ABOUT 0.5 MI. E. OF OILED RD., ON TOP OF LOW ROCKY,
 OU0383'GRASS COVERED RIDGE (E-W.) THAT IS PARTIALLY TIMBERED ON THE N. SLOPE.
 OU0383'IN WESTON COUNTY.
 OU0383'
 OU0383'TO REACH FROM UPTON, GO SW. ON OILED RD. FOR 10.3 MI., TURN LEFT, AND
 OU0383'CONTINUE ACROSS PASTURE FOR 0.6 MI. TO TOP OF RIDGE AND STATION.
 OU0383'
 OU0383'STATION MARK--A STANDARD TABLET SET IN A LIMESTONE OUTCROP, STAMPED
 OU0383'---SODA 1955---.
 OU0383'
 OU0383'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0541 ***********************************************************************
 PV0541  DESIGNATION -  SODA
 PV0541  PID         -  PV0541
 PV0541  STATE/COUNTY-  WY/CAMPBELL
 PV0541  USGS QUAD   -  WESTON (1972)
 PV0541
 PV0541                         *CURRENT SURVEY CONTROL
 PV0541  ___________________________________________________________________
 PV0541* NAD 83(1993)-  44 41 49.40868(N)    105 16 29.84972(W)     ADJUSTED  
 PV0541* NAVD 88     -      1284.7    (meters)    4215.     (feet)  VERTCON   
 PV0541  ___________________________________________________________________
 PV0541  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 PV0541  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 PV0541
 PV0541  HORZ ORDER  -  FIRST
 PV0541
 PV0541.The horizontal coordinates were established by classical geodetic methods
 PV0541.and adjusted by the National Geodetic Survey in January 1997..
 PV0541
 PV0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0541
 PV0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0541
 PV0541.The geoid height was determined by GEOID03.
 PV0541
 PV0541;                    North         East     Units Scale Factor Converg.
 PV0541;SPC WY E     -   466,206.602   191,417.214   MT  0.99993841   -0 04 34.2
 PV0541;UTM  13      - 4,949,335.042   478,215.191   MT  0.99960584   -0 11 36.2
 PV0541
 PV0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0541!SPC WY E     -   0.99980089  x   0.99993841  =   0.99973932
 PV0541!UTM  13      -   0.99980089  x   0.99960584  =   0.99940681
 PV0541
 PV0541:                Primary Azimuth Mark                     Grid Az
 PV0541:SPC WY E     -  SODA AZ MK                               120 20 07.3
 PV0541:UTM  13      -  SODA AZ MK                               120 27 09.3
 PV0541
 PV0541|---------------------------------------------------------------------|
 PV0541| PID    Reference Object                     Distance      Geod. Az  |
 PV0541|                                                           dddmmss.s |
 PV0541| CQ4951 SODA AZ MK                                         1201533.1 |
 PV0541| CQ4952 SODA RM 1                             8.462 METERS 13800     |
 PV0541| CQ4953 SODA RM 2                             6.440 METERS 31759     |
 PV0541|---------------------------------------------------------------------|
 PV0541
 PV0541                          SUPERSEDED SURVEY CONTROL
 PV0541
 PV0541  NAD 83(1986)-  44 41 49.38939(N)    105 16 29.82814(W) AD(       ) 1
 PV0541  NAD 27      -  44 41 49.45000(N)    105 16 27.86400(W) AD(       ) 1
 PV0541  NGVD 29 (07/19/86) 1284.0    (m)         4213.     (f) VERT ANG       
 PV0541
 PV0541.Superseded values are not recommended for survey control.
 PV0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0541.See file dsdata.txt to determine how the superseded data were derived.
 PV0541
 PV0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK7821549335(NAD 83)
 PV0541_MARKER: DS = TRIANGULATION STATION DISK
 PV0541_SETTING: 0 = UNSPECIFIED SETTING
 PV0541
 PV0541  HISTORY     - Date     Condition        Report By
 PV0541  HISTORY     - 1949     MONUMENTED       CGS
 PV0541  HISTORY     - 1963     GOOD             USFS
 PV0541  HISTORY     - 1983     GOOD             LOCENG
 PV0541
 PV0541                          STATION DESCRIPTION
 PV0541
 PV0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0541'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF THE WESTON
 PV0541'POST OFFICE, 3.5 MILES NORTHEAST OF THE LITTLE POWDER RIVER,
 PV0541'AND ON LAND OWNED BY MR. JOHN GLEASON.  THE STATION IS ON THE
 PV0541'SOUTHEAST END OF A CLAY RIDGE AND ABOUT 0.3 MILE NORTH IS A
 PV0541'SHARP CLAY POINT THAT IS HIGHER IN ELEVATION.
 PV0541'
 PV0541'TO REACH THE STATION FROM THE POST OFFICE IN WESTON, GO EAST
 PV0541'ON A GRAVELED ROAD VIA SODA WELL ROAD FOR 2.05 MILES TO A FORK.
 PV0541'BEAR RIGHT, EASTERLY, AND FOLLOW THE MAIN GRADED DIRT ROAD
 PV0541'FOR 2.75 MILES TO A DIRT TRACK ROAD ON THE LEFT.  BEAR LEFT
 PV0541'AND PARALLEL THE MAIN ROAD FOR 0.05 MILE TO A 3-WAY FENCE CORNER
 PV0541'AND WIRE GATE, PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR
 PV0541'ABOUT 30 YARDS.  BEAR RIGHT, NORTH, AND FOLLOW THE MAIN TRACK
 PV0541'ROAD OVER LOW RIDGE AND PASSING JUST EAST OF A LOW CONE
 PV0541'SHAPPED BUTTE FOR 0.9 MILE TO A DITCH CROSSING, CONTINUE
 PV0541'NORTHERLY ON THE TRACK ROAD FOR 0.1 MILE TO A DIM FORK.  BEAR
 PV0541'LEFT AND FOLLOW THE MAIN TRACK ROAD FOR 0.3 MILE TO A FORK
 PV0541'ON THE NORTHWEST SLOPE OF A SMALL HILL.  BEAR LEFT ON
 PV0541'TRACK ROAD DOWN HILL FOR 0.4 MILE TO THE APPARENT END OF ROAD
 PV0541'AT SITE OF ROCK AND DIRT DAM WITH WIRE FENCE ACROSS THE TOP.
 PV0541'BEAR LEFT UP DRAW ACROSS PASTURE LAND DUE WEST FOR 0.2 MILE
 PV0541'TO THE TOP OF A SMALL KNOLL AND THE AZIMUTH MARK AS
 PV0541'DESCRIBED BELOW, CONTINUE WESTERLY ACROSS HILLY ROUGH GROUND
 PV0541'FOR ABOUT 0.75 MILE TO THE BASE OF THE HIGHEST HILL, PACK
 PV0541'SOUTHWEST TO SUMMIT OF HILL AND STATION.  A 10-MINUTE PACK.
 PV0541'
 PV0541'THE STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A
 PV0541'4-INCH SOIL PIPE.  THE PIPE PROJECTS 4 INCHES, AND THE DISK
 PV0541'IS STAMPED SODA 1949.
 PV0541'
 PV0541'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN THE TOP
 PV0541'OF A 4-INCH SOIL PIPE.  THE PIPE PROJECTS 4 INCHES, AND THE
 PV0541'DISK IS STAMPED SODA NO 1 1949.
 PV0541'
 PV0541'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN THE TOP OF
 PV0541'A 4-INCH SOIL PIPE.  THE PIPE PROJECTS 4 INCHES, AND THE DISK
 PV0541'IS STAMPED SODA NO 2 1949.
 PV0541'
 PV0541'THE AZIMUTH MARK IS 5.4 FEET NORTH OF A WITNESS POST.  IT IS
 PV0541'A STANDARD DISK SET IN OUTCROPPING BEDROCK, FLUSH WITH THE
 PV0541'SURFACE, AND STAMPED SODA 1949.
 PV0541
 PV0541                          STATION RECOVERY (1963)
 PV0541
 PV0541'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PV0541'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 PV0541
 PV0541                          STATION RECOVERY (1983)
 PV0541
 PV0541'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (TJH)
 PV0541'SODA 1955 RECOVERED GOOD.
 PV0541'
 PV0541'DISTANCE AND DIRECTION FROM NEAREST TOWN--9.0 SW OF UPTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0584 ***********************************************************************
 PW0584  DESIGNATION -  SOLDIER CREEK
 PW0584  PID         -  PW0584
 PW0584  STATE/COUNTY-  WY/SHERIDAN
 PW0584  USGS QUAD   -  HULTZ DRAW (1977)
 PW0584
 PW0584                         *CURRENT SURVEY CONTROL
 PW0584  ___________________________________________________________________
 PW0584* NAD 83(1993)-  44 50 32.39271(N)    107 03 41.36171(W)     ADJUSTED  
 PW0584* NAVD 88     -      1338.     (meters)    4390.     (feet)  SCALED    
 PW0584  ___________________________________________________________________
 PW0584  LAPLACE CORR-         -12.24  (seconds)                    DEFLEC99
 PW0584  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 PW0584
 PW0584  HORZ ORDER  -  THIRD
 PW0584
 PW0584.The horizontal coordinates were established by classical geodetic methods
 PW0584.and adjusted by the National Geodetic Survey in January 1997..
 PW0584
 PW0584.The orthometric height was scaled from a topographic map.
 PW0584
 PW0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0584
 PW0584.The geoid height was determined by GEOID03.
 PW0584
 PW0584;                    North         East     Units Scale Factor Converg.
 PW0584;SPC WYEC     -   582,379.671   421,491.397   MT  0.99994318   +0 11 30.1
 PW0584;UTM  13      - 4,967,502.884   337,077.870   MT  0.99992641   -1 27 14.4
 PW0584
 PW0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0584!SPC WYEC     -   0.99979233  x   0.99994318  =   0.99973552
 PW0584!UTM  13      -   0.99979233  x   0.99992641  =   0.99971875
 PW0584
 PW0584                          SUPERSEDED SURVEY CONTROL
 PW0584
 PW0584  NAD 83(1986)-  44 50 32.37785(N)    107 03 41.33661(W) AD(       ) 3
 PW0584
 PW0584.Superseded values are not recommended for survey control.
 PW0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0584.See file dsdata.txt to determine how the superseded data were derived.
 PW0584
 PW0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3707867503(NAD 83)
 PW0584_MARKER: Z = SEE DESCRIPTION
 PW0584_SETTING: 0 = UNSPECIFIED SETTING
 PW0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0584
 PW0584  HISTORY     - Date     Condition        Report By
 PW0584  HISTORY     - 1896     MONUMENTED       USGS
 PW0584
 PW0584                          STATION DESCRIPTION
 PW0584
 PW0584'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PW0584'STATION LOCATED ON THE DIVIDE BETWEEN SOLDIER CREEK AND TONGUE RIVER,
 PW0584'ABOUT 8 MI. NW. OF SHERIDAN.
 PW0584'
 PW0584'FOLLOWING NOTE BY USGS IN 1964
 PW0584'
 PW0584'THIS STATION WAS SEARCHED FOR BUT NOT FOUND.  A VORTAC STATION HAS
 PW0584'BEEN BUILT ON TOP OF THE HILL THAT THIS STATION WAS ON AND THE TOP
 PW0584'OF THE HILL HAS BEEN LEVELED OFF.  I BELIEVE THAT THE STATION WAS
 PW0584'PROBABLY DESTROYED, IF NOT DESTROYED IT IS BURIED AND INACCESSIBLE.
 PW0584'
 PW0584'STATION MARK--IRON BENCH MARK POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0686 ***********************************************************************
 MP0686  DESIGNATION -  SOLON
 MP0686  PID         -  MP0686
 MP0686  STATE/COUNTY-  WY/CARBON
 MP0686  USGS QUAD   -  SEPARATION PEAK (1983)
 MP0686
 MP0686                         *CURRENT SURVEY CONTROL
 MP0686  ___________________________________________________________________
 MP0686* NAD 83(1993)-  41 44 10.73667(N)    107 25 05.57960(W)     ADJUSTED  
 MP0686* NAVD 88     -      1281.     (meters)    4203.     (feet)  SCALED    
 MP0686  ___________________________________________________________________
 MP0686  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 MP0686  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 MP0686
 MP0686  HORZ ORDER  -  THIRD
 MP0686
 MP0686.The horizontal coordinates were established by classical geodetic methods
 MP0686.and adjusted by the National Geodetic Survey in January 1997..
 MP0686
 MP0686.The orthometric height was scaled from a topographic map.
 MP0686
 MP0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0686
 MP0686.The geoid height was determined by GEOID03.
 MP0686
 MP0686;                    North         East     Units Scale Factor Converg.
 MP0686;SPC WYEC     -   237,295.427   392,938.843   MT  0.99993811   -0 03 23.4
 MP0686;UTM  13      - 4,623,326.377   298,897.489   MT  1.00009769   -1 36 37.3
 MP0686
 MP0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0686!SPC WYEC     -   0.99980126  x   0.99993811  =   0.99973938
 MP0686!UTM  13      -   0.99980126  x   1.00009769  =   0.99989893
 MP0686
 MP0686:                Primary Azimuth Mark                     Grid Az
 MP0686:SPC WYEC     -  SEPARATION                               170 20 58.2
 MP0686:UTM  13      -  SEPARATION                               171 54 12.1
 MP0686
 MP0686|---------------------------------------------------------------------|
 MP0686| PID    Reference Object                     Distance      Geod. Az  |
 MP0686|                                                           dddmmss.s |
 MP0686| MP0685 SEPARATION                          APPROX.11.1 KM 1701734.8 |
 MP0686|---------------------------------------------------------------------|
 MP0686
 MP0686                          SUPERSEDED SURVEY CONTROL
 MP0686
 MP0686  NAD 83(1986)-  41 44 10.72764(N)    107 25 05.57115(W) AD(       ) 3
 MP0686
 MP0686.Superseded values are not recommended for survey control.
 MP0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0686.See file dsdata.txt to determine how the superseded data were derived.
 MP0686
 MP0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG9889723326(NAD 83)
 MP0686_MARKER: DB = BENCH MARK DISK
 MP0686_SETTING: 66 = SET IN ROCK OUTCROP
 MP0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0686
 MP0686  HISTORY     - Date     Condition        Report By
 MP0686  HISTORY     - 1912     MONUMENTED       USGS
 MP0686
 MP0686                          STATION DESCRIPTION
 MP0686
 MP0686'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MP0686'RECOVERED AND REDESCRIBED BY USGS IN 1958.
 MP0686'
 MP0686'THE STATION LOCATED ON THE HIGHEST POINT OF A RIDGE ABOUT 40 MI. N-NE.
 MP0686'OF BAGGS, 8 MI. W. OF RAWLINS, AND 3.5 MI. S. OF U.S. HIGHWAY 30.
 MP0686'
 MP0686'THE STATION IS BEST REACHED FROM THE RAILROAD CROSSING ABOUT 0.15 MI.
 MP0686'E. OF HADSELL (ABOUT 7 MI. W. OF RAWLINS) BY GOING S. ON THE MAIN
 MP0686'TRAVELED ROAD 0.45 MI. TO A Y-FORK.  TAKE THE RIGHT FORK AND GO 0.25
 MP0686'MI. TO A Y-FORK.  TAKE THE LEFT FORK AND GO 1.1 MI. TO A PIPE LINE
 MP0686'CROSSING.  CONTINUE AHEAD AND GO 1.2 MI. TO A CROSSROAD.  TURN RIGHT
 MP0686'AND FOLLOW THE ROAD WESTERLY FOR 0.7 MI. TO THE TOP OF THE RIDGE.
 MP0686'TURN LEFT, PICKING WAY ALONG RIDGE, AND GO 0.2 MI. TO THE END OF TRUCK
 MP0686'TRAVEL.  PACK S. UP THE RIDGE FOR ABOUT 3-MINUTES TO THE HIGHEST POINT
 MP0686'AND STATION.
 MP0686'
 MP0686'STATION MARK--STANDARD GEOLOGICAL SURVEY STATION AND BENCH MARK DISK
 MP0686'THAT IS NOT STAMPED.  IT IS SET IN A DRILL HOLE IN SANDSTONE THAT IS
 MP0686'14 FT. S. OF THE N. EDGE OF THE CLIFF, 6 FT. N. OF THE S. EDGE OF THE
 MP0686'CLIFF, AND 5 FT. W. OF THE E. EDGE OF THE CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0532 ***********************************************************************
 MP0532  CBN         -  This is a Cooperative Base Network Control Station.
 MP0532  DESIGNATION -  SOMBER
 MP0532  PID         -  MP0532
 MP0532  STATE/COUNTY-  WY/ALBANY
 MP0532  USGS QUAD   -  FOXPARK (1992)
 MP0532
 MP0532                         *CURRENT SURVEY CONTROL
 MP0532  ___________________________________________________________________
 MP0532* NAD 83(1993)-  41 04 26.27365(N)    106 11 21.40885(W)     ADJUSTED  
 MP0532* NAVD 88     -      2875.2    (meters)    9433.     (feet)  GPS OBS   
 MP0532  ___________________________________________________________________
 MP0532  X           -  -1,343,134.360 (meters)                     COMP
 MP0532  Y           -  -4,626,329.376 (meters)                     COMP
 MP0532  Z           -   4,170,501.104 (meters)                     COMP
 MP0532  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 MP0532  ELLIP HEIGHT-        2864.53  (meters)          (09/07/01) GPS OBS
 MP0532  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 MP0532
 MP0532  HORZ ORDER  -  B
 MP0532  ELLP ORDER  -  FOURTH    CLASS I
 MP0532
 MP0532.The horizontal coordinates were established by GPS observations
 MP0532.and adjusted by the National Geodetic Survey in October 1994..
 MP0532
 MP0532.The orthometric height was determined by GPS observations and a
 MP0532.high-resolution geoid model.
 MP0532
 MP0532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0532
 MP0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0532
 MP0532.The ellipsoidal height was determined by GPS observations
 MP0532.and is referenced to NAD 83.
 MP0532
 MP0532.The geoid height was determined by GEOID03.
 MP0532
 MP0532;                    North         East     Units Scale Factor Converg.
 MP0532;SPC WY E     -    64,238.607   114,063.210   MT  1.00002836   -0 40 19.0
 MP0532;SPC WYEC     -   164,365.406   496,142.312   MT  1.00005122   +0 45 06.3
 MP0532;SPC CO N     -   498,302.114   856,471.089   MT  1.00006010   -0 26 43.3
 MP0532;SPC CO N     - 1,634,846.19  2,809,938.90   sFT  1.00006010   -0 26 43.3
 MP0532;UTM  13      - 4,547,649.252   400,090.612   MT  0.99972285   -0 46 53.3
 MP0532
 MP0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0532!SPC WY E     -   0.99955088  x   1.00002836  =   0.99957922
 MP0532!SPC WYEC     -   0.99955088  x   1.00005122  =   0.99960207
 MP0532!SPC CO N     -   0.99955088  x   1.00006010  =   0.99961095
 MP0532!UTM  13      -   0.99955088  x   0.99972285  =   0.99927385
 MP0532
 MP0532|---------------------------------------------------------------------|
 MP0532| PID    Reference Object                     Distance      Geod. Az  |
 MP0532|                                                           dddmmss.s |
 MP0532| CP5809 SOMBER RM 1                           6.328 METERS 13134     |
 MP0532| CP5810 SOMBER RM 2                           7.190 METERS 21443     |
 MP0532| LM0569 INDEPENDENCE                        APPROX.28.2 KM 2283808.1 |
 MP0532|---------------------------------------------------------------------|
 MP0532
 MP0532                          SUPERSEDED SURVEY CONTROL
 MP0532
 MP0532  ELLIP H (10/19/94) 2864.56   (m)                       GP(       ) 4 1
 MP0532  NAD 83(1993)-  41 04 26.27074(N)    106 11 21.41120(W) AD(       ) 3
 MP0532  NAD 83(1986)-  41 04 26.26868(N)    106 11 21.40728(W) AD(       ) 3
 MP0532  NAD 27      -  41 04 26.36000(N)    106 11 19.34900(W) AD(       ) 3
 MP0532  NGVD 29 (07/19/86) 2875.7    (m)         9435.     (f) VERT ANG       
 MP0532
 MP0532.Superseded values are not recommended for survey control.
 MP0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0532.See file dsdata.txt to determine how the superseded data were derived.
 MP0532
 MP0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0009147649(NAD 83)
 MP0532_MARKER: DS = TRIANGULATION STATION DISK
 MP0532_SETTING: 66 = SET IN ROCK OUTCROP
 MP0532_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 MP0532_STAMPING: SOMBER 1949
 MP0532_MARK LOGO: CGS   
 MP0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0532+STABILITY: POSITION/ELEVATION WELL
 MP0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0532+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1993
 MP0532
 MP0532  HISTORY     - Date     Condition        Report By
 MP0532  HISTORY     - 1949     MONUMENTED       CGS
 MP0532  HISTORY     - 1959     MARK NOT FOUND   USGS
 MP0532  HISTORY     - 19930812 GOOD             NGS
 MP0532
 MP0532                          STATION DESCRIPTION
 MP0532
 MP0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0532'THE STATION IS LOCATED ON THE HIGHEST POINT OF WHAT IS LOCALLY
 MP0532'KNOWN AS SOMBER HILL.  ABOUT 5.5 MILES AIR LINE NORTH OF THE
 MP0532'WYOMING-COLORADO STATE LINE.  ABOUT 7.0 MILES AIR LINE EAST OF
 MP0532'THE ALBANY-CARBON COUNTY LINE.  AND ABOUT 2.0 MILES AIR LINE
 MP0532'WEST-SOUTHWEST OF THE FOXPARK RANGER STATION.  THE STATION MARK
 MP0532'IS SET ABOUT 20 YARDS EAST-SOUTHEAST OF A CIRCULAR DRIVE, IN
 MP0532'A DEPRESSION 8 INCHES BELOW THE SURFACE OF THE GROUND LEVEL
 MP0532'AND IS STAMPED, SOMBER 1949.
 MP0532'
 MP0532'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 MP0532'STATION, PROJECTS 3 INCHES AND IS STAMPED, SOMBER NO 1 1949.
 MP0532'
 MP0532'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION,
 MP0532'PROJECTS 3-1/2 FEET AND IS STAMPED, SOMBER NO 2 1949.
 MP0532'
 MP0532'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 230
 MP0532'AND 130, 2.0 MILES WEST OF LARAMIE.  TAKE THE LEFT FORK STATE
 MP0532'HIGHWAY 230 FOR 33.7 MILES TO A CROSSROAD AND SIGN, FOXPARK
 MP0532'2.  TURN RIGHT AND FOLLOW GRADED ROAD FOR 1.15 MILES TO A
 MP0532'CROSSROAD (THIS POINT IS 0.25 MILE BEFORE REACHING FOXPARK
 MP0532'RANGER STATION).  TURN LEFT ON WOODS ROAD AND FOLLOW THE MAIN
 MP0532'ROAD FOR 3.25 MILES TO THE CIRCULAR DRIVE AND THE STATION AS
 MP0532'DESCRIBED ABOVE.  A 20 YARD PACK.
 MP0532
 MP0532                          STATION RECOVERY (1959)
 MP0532
 MP0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0532'STATION SEARCHED FOR AND NOT FOUND.
 MP0532'
 MP0532'REFERENCE MARKS WERE RECOVERED AND ARE IN GOOD CONDITION.
 MP0532
 MP0532                          STATION RECOVERY (1993)
 MP0532
 MP0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MP0532'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MP0532'CONDITION.  NO AZIMUTH MARK FOR THIS STATION. STATION IS LOCATED ABOUT
 MP0532'55 KM (34.15 MI) SOUTHWEST OF LARAMIE, 9 KM (5.60 MI) NORTH OF THE
 MP0532'WYOMING-COLORADO STATE LINE, 3 KM (1.85 MI) WEST-SOUTHWEST OF FOXPARK,
 MP0532'IN THE MEDICINE BOW NATIONAL FOREST, ON SOMBER HILL, ON A SMALL ROCKY
 MP0532'NORTHWEST-SOUTHEAST HUMP, IN THE NORTHEAST CORNER OF SECTION 30, T 13
 MP0532'N, R 78 W.  OWNERSHIP--US DEPARTMENT OF AGRICULTURE. TO REACH FROM THE
 MP0532'JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAYS 130, 230 (EXIT
 MP0532'311) ON THE WEST SIDE OF LARAMIE, GO WEST ON HIGHWAYS 130 AND 230 FOR
 MP0532'1.23 KM (0.75 MI) TO THE JUNCTION OF 130 ON THE RIGHT.  CONTINUE AHEAD
 MP0532'ON HIGHWAY 230 FOR 42.30 KM (26.30 MI) TO A CATTLE GUARD AT THE
 MP0532'MEDICINE BOW NATIONAL FOREST BOUNDARY.  CONTINUE AHEAD FOR 10.50 KM
 MP0532'(6.50 MI) TO A RAILROAD CROSSING.  CONTINUE AHEAD FOR 1.86 KM (1.15
 MP0532'MI) TO A CROSSROAD AT MILE 36.1. TURN RIGHT, NORTHWEST, ON GRADED
 MP0532'FOREST SERVICE ROAD 512 FOR 1.79 KM (1.10 MI) TO A GRADED ROAD LEFT.
 MP0532'TURN LEFT, WEST, ON ROAD 530 FOR 1.40 KM (0.85 MI) TO A FORK (ROAD
 MP0532'530C ON THE RIGHT).  KEEP LEFT, SOUTHWEST, ON ROAD 530 FOR 1.29 KM
 MP0532'(0.80 MI) TO ROAD 544B ON THE LEFT.  CONTINUE AHEAD, WEST ON ROAD 530
 MP0532'FOR 0.58 KM (0.35 MI) TO A FORK.  BEAR RIGHT, NORTHWEST, ON GRADED
 MP0532'ROAD 530A FOR 1.04 KM (0.65 MI) TO A FORK.  BEAR RIGHT, NORTHWEST,
 MP0532'UPGRADE, ON OLD LOGGING ROAD FOR 1.01 KM (0.60 MI) TO A FORK AT A
 MP0532'CIRCULAR DRIVE.  BEAR LEFT FOR 20 M (65.6 FT) TO END OF TRACK TRAVEL.
 MP0532'PACK NORTHEAST UP ROCKY SLOPE FOR 30 M (98.4 FT) TO STATION ON
 MP0532'NORTHWEST END OF THE SHORT RIDGE. STATION MARK IS SET IN A DRILL HOLE
 MP0532'IN BEDROCK IN AN OPEN DEPRESSION. IT IS 2.1 M (6.9 FT) NORTHEAST OF
 MP0532'THE NORTHEAST LEG OF A HOMEMADE CHAIR AND CAIRN, AND ABOUT 10 M (32.8
 MP0532'FT) ABOVE THE ROAD. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0626 ***********************************************************************
 MP0626  DESIGNATION -  SORRY
 MP0626  PID         -  MP0626
 MP0626  STATE/COUNTY-  WY/CARBON
 MP0626  USGS QUAD   -  BRIDGER PASS (1983)
 MP0626
 MP0626                         *CURRENT SURVEY CONTROL
 MP0626  ___________________________________________________________________
 MP0626* NAD 83(1993)-  41 30 22.02251(N)    107 29 38.07657(W)     ADJUSTED  
 MP0626* NAVD 88     -      2495.     (meters)    8186.     (feet)  VERTCON   
 MP0626  ___________________________________________________________________
 MP0626  LAPLACE CORR-           9.46  (seconds)                    DEFLEC99
 MP0626  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 MP0626
 MP0626  HORZ ORDER  -  SECOND
 MP0626
 MP0626.The horizontal coordinates were established by classical geodetic methods
 MP0626.and adjusted by the National Geodetic Survey in January 1997..
 MP0626
 MP0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0626
 MP0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0626
 MP0626.The geoid height was determined by GEOID03.
 MP0626
 MP0626;                    North         East     Units Scale Factor Converg.
 MP0626;SPC WYEC     -   211,738.794   386,594.548   MT  0.99993971   -0 06 23.1
 MP0626;UTM  13      - 4,597,946.270   291,862.821   MT  1.00013315   -1 39 11.9
 MP0626
 MP0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0626!SPC WYEC     -   0.99961088  x   0.99993971  =   0.99955061
 MP0626!UTM  13      -   0.99961088  x   1.00013315  =   0.99974398
 MP0626
 MP0626:                Primary Azimuth Mark                     Grid Az
 MP0626:SPC WYEC     -  SORRY AZ MK                              165 02 44.5
 MP0626:UTM  13      -  SORRY AZ MK                              166 35 33.3
 MP0626
 MP0626|---------------------------------------------------------------------|
 MP0626| PID    Reference Object                     Distance      Geod. Az  |
 MP0626|                                                           dddmmss.s |
 MP0626| CP5814 SORRY AZ MK                                        1645621.4 |
 MP0626| CP5815 SORRY RM 1                           10.680 METERS 22808     |
 MP0626| MP0666 DOTY                                APPROX.13.9 KM 2433427.0 |
 MP0626| CP5816 SORRY RM 2                            4.541 METERS 32004     |
 MP0626|---------------------------------------------------------------------|
 MP0626
 MP0626                          SUPERSEDED SURVEY CONTROL
 MP0626
 MP0626  NAD 83(1986)-  41 30 22.01144(N)    107 29 38.06688(W) AD(       ) 2
 MP0626  NAD 27      -  41 30 22.15000(N)    107 29 35.83500(W) AD(       ) 2
 MP0626  NGVD 29 (07/19/86) 2494.     (m)         8182.     (f) VERT ANG       
 MP0626
 MP0626.Superseded values are not recommended for survey control.
 MP0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0626.See file dsdata.txt to determine how the superseded data were derived.
 MP0626
 MP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF9186397946(NAD 83)
 MP0626_MARKER: DS = TRIANGULATION STATION DISK
 MP0626_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MP0626_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 MP0626
 MP0626  HISTORY     - Date     Condition        Report By
 MP0626  HISTORY     - 1937     MONUMENTED       CGS
 MP0626  HISTORY     - 1955     GOOD             USGS
 MP0626  HISTORY     - 1956     GOOD             USGS
 MP0626  HISTORY     - 1974     GOOD             LOCENG
 MP0626
 MP0626                          STATION DESCRIPTION
 MP0626
 MP0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0626'STATION IS LOCATED ABOUT 32 MILES NORTH AND 9 MILES EAST OF
 MP0626'DIXON AND ABOUT 25 MILES SOUTHWEST OF RAWLINS, WYOMING, ABOUT
 MP0626'1 MILE FROM THE SOUTHERN END OF A LONG FLAT TOPPED RIDGE THAT
 MP0626'RUNS NORTH AND SOUTH.  RIDGE LIES NORTH OF MUDDY CREEK.
 MP0626'
 MP0626'REACHED FROM BAGGS BY GOING NORTH ON STATE ROUTE NO. 87
 MP0626'(PAVED) FOR 13.7 MILES TO A BRIDGE OVER ROBBERS GULCH.  THENCE
 MP0626'CONTINUE ON NO. 87 FOR 0.8 MILE TO AN OLD GRADED ROAD THAT
 MP0626'FORKS TO THE RIGHT.  THENCE TURN RIGHT AND FOLLOW OLD GRADED
 MP0626'ROAD NORTHERLY FOR 5.0 MILES TO A SIDE ROAD RIGHT.  THENCE
 MP0626'CONTINUE STRAIGHT AHEAD ON OLD GRADED ROAD 2.1 MILES TO A
 MP0626'FORK.  THENCE KEEP RIGHT FORK FOR 2.85 MILES TO WHERE A WELL
 MP0626'TRAVELED FORK GOES TO THE RIGHT.  THENCE CONTINUE STRAIGHT
 MP0626'AHEAD NORTHEASTERLY FOR 5.15 MILES TO A FORK.  THENCE
 MP0626'STRAIGHT AHEAD ON OLD GRADED ROAD FOR 5.6 MILES TO SULPHER
 MP0626'SPRING RANCH.  THENCE CONTINUE 0.1 MILE TO BRIDGE OVER
 MP0626'MUDDY CREEK.  THENCE CONTINUE AHEAD ON GRADED ROAD FOR 1.65
 MP0626'MILES TO TWO RED BOARD GATES, ONE ON EACH SIDE OF ROAD.
 MP0626'THENCE TURN RIGHT THRU BOARD GATE AND GO EAST 0.4 MILE TO A
 MP0626'FORK JUST BEFORE ARRIVING AT A RANCH HOUSE.  THENCE KEEP
 MP0626'LEFT FORK AND PASS HOUSE THEN TURN RIGHT AND FOLLOW A
 MP0626'TRAIL ROAD UP A VALLEY FOR 0.2 MILE TO A GATE.  PASS
 MP0626'THRU GATE AND CONTINUE ON TRAIL ROAD UP A VALLEY 0.2
 MP0626'MILE TO A GATE JUST AFTER PASSING A RESERVOIR ON THE RIGHT.
 MP0626'PASS THRU GATE AND CONTINUE ON TRAIL ROAD UP VALLEY 0.2
 MP0626'MILE TO A GATE JUST AFTER PASSING A RESERVOIR ON THE
 MP0626'RIGHT.  PASS THRU GATE AND CONTINUE ON UP VALLEY FOR 1.75 MILES TO
 MP0626'THE END OF THE ROAD AT A LARGE BUNCH OF BRUSH ON THE RIGHT.  AT
 MP0626'THIS POINT THERE ARE TWO GULLIES MERGING, ONE TO THE RIGHT
 MP0626'AND ONE STRAIGHT AHEAD.  PACK UP GULLEY STRAIGHT AHEAD AND
 MP0626'AT TOP OF RIDGE TURN LEFT AND FOLLOW RIM ABOUT 100 YARDS TO
 MP0626'STATION.
 MP0626'
 MP0626'AZIMUTH MARK IS LOCATED ABOUT 0.15 MILES FROM STATION AT
 MP0626'THE EDGE OF THE RIM JUST SOUTH OF THE GULLEY APPROACHING STATION
 MP0626'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MP0626
 MP0626                          STATION RECOVERY (1955)
 MP0626
 MP0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MP0626'STATION RECOVERED IN GOOD CONDITION.
 MP0626
 MP0626                          STATION RECOVERY (1956)
 MP0626
 MP0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MP0626'RECOVERED AND REDESCRIBED AS FOLLOWS
 MP0626'
 MP0626'TO REACH STATION FROM POST OFFICE IN RAWLINS, WYOMING, PROCEED N. FOR
 MP0626'3 BLOCKS TO U.S. HIGHWAY 30, TURN LEFT ON THIS HIGHWAY AND GO 2.0 MI.
 MP0626'TO SIDE RDS. TO THE LEFT, TURN LEFT, TAKE STRAIGHT RD. PERPENDICULAR
 MP0626'TO HIGHWAY AND GO 0.4 MI. TO RAILROAD CROSSING, PASS OVER RAILROAD
 MP0626'TRACKS, TURN RIGHT ON GRADED RD. AND GO 14.3 MI. TO Y-FORK NEAR STOCK
 MP0626'DAM, TAKE RIGHT FORK AND FOLLOW MAIN TRAVELED RD. FOR 6.1 MI. TO
 MP0626'ANOTHER Y-FORK JUST BEYOND WOODEN BRIDGE, TAKE LEFT FORK AND GO 4.7
 MP0626'MI. TO A SIDE RD. ON LEFT AND S. OF WOODEN GATES ON EITHER SIDE OF
 MP0626'RD., TURN LEFT AND GO E. 0.4 MI. TO AN ABANDONED RANCH HOUSE, FOLLOW
 MP0626'TRACK RD. TO THE LEFT OF HOUSE AND THEN UP VALLEY 2.1 MI. TO POINT
 MP0626'WHERE TWO GULLIES MERGE, FOLLOW DIM TRACKS GOING UP DRAINAGE TO
 MP0626'THE NE. FOR ABOUT 0.5 MI., FROM THIS POINT IT IS POSSIBLE TO DRIVE A
 MP0626'FOUR WHEEL DRIVE VEHICLE W. TO TOP OF RIDGE, THEN NE. TO BASE OF A
 MP0626'SHORT PROJECTING RIDGE WITH A ROCK CAIRN ON SW. POINT, STATION IS
 MP0626'LOCATED ABOUT 100 YDS. FROM THIS POINT ON W. EDGE OF BROAD PLATEAU.
 MP0626'
 MP0626'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE AND TILE, AND
 MP0626'STAMPED ---SORRY 1937---.
 MP0626
 MP0626                          STATION RECOVERY (1974)
 MP0626
 MP0626'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (MP)
 MP0626'RECOVERED BY ROBERT JACK SMITH AND ASSOC INC.
 MP0626'
 MP0626'SORRY 1937-EXCELLENT
 MP0626'
 MP0626'SORRY NO. 1 1937-EXCELLENT
 MP0626'
 MP0626'COULD NOT FIND REF. MON. NO. 2 OR THE AZ MARK, APPROX 5 IN
 MP0626'SNOW ON GROUND AT TIME OF SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1280 ***********************************************************************
 PY1280  CBN         -  This is a Cooperative Base Network Control Station.
 PY1280  DESIGNATION -  SOUTH ARM
 PY1280  PID         -  PY1280
 PY1280  STATE/COUNTY-  WY/TETON
 PY1280  USGS QUAD   -  ALDER LAKE (1986)
 PY1280
 PY1280                         *CURRENT SURVEY CONTROL
 PY1280  ___________________________________________________________________
 PY1280* NAD 83(1993)-  44 19 47.97761(N)    110 21 16.53787(W)     ADJUSTED  
 PY1280* NAVD 88     -      2368.     (meters)    7769.     (feet)  GPS OBS   
 PY1280  ___________________________________________________________________
 PY1280  X           -  -1,590,141.946 (meters)                     COMP
 PY1280  Y           -  -4,286,156.520 (meters)                     COMP
 PY1280  Z           -   4,436,043.972 (meters)                     COMP
 PY1280  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 PY1280  ELLIP HEIGHT-        2360.55  (meters)          (09/07/01) GPS OBS
 PY1280  GEOID HEIGHT-          -8.02  (meters)                     GEOID03
 PY1280
 PY1280  HORZ ORDER  -  B
 PY1280  ELLP ORDER  -  FOURTH    CLASS I
 PY1280
 PY1280.The horizontal coordinates were established by GPS observations
 PY1280.and adjusted by the National Geodetic Survey in May 1992..
 PY1280.No horizontal observational check was made to the station.
 PY1280
 PY1280.The orthometric height was determined by GPS observations and a
 PY1280.high-resolution geoid model.
 PY1280.No vertical observational check was made to the station.
 PY1280
 PY1280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1280
 PY1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1280
 PY1280.The ellipsoidal height was determined by GPS observations
 PY1280.and is referenced to NAD 83.
 PY1280
 PY1280.The geoid height was determined by GEOID03.
 PY1280
 PY1280;                    North         East     Units Scale Factor Converg.
 PY1280;SPC WY W     -   525,450.228   778,365.527   MT  0.99994325   -0 11 22.4
 PY1280;UTM  12      - 4,908,728.113   551,457.231   MT  0.99963256   +0 27 03.6
 PY1280
 PY1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1280!SPC WY W     -   0.99963001  x   0.99994325  =   0.99957328
 PY1280!UTM  12      -   0.99963001  x   0.99963256  =   0.99926270
 PY1280
 PY1280                          SUPERSEDED SURVEY CONTROL
 PY1280
 PY1280  ELLIP H (05/15/92) 2360.64   (m)                       GP(       ) 4 2
 PY1280  NAD 83(1993)-  44 19 47.96846(N)    110 21 16.52170(W) AD(       ) 1
 PY1280  NGVD 29 (04/22/91) 2367.1    (m)         7766.     (f) GPS OBS        
 PY1280
 PY1280.Superseded values are not recommended for survey control.
 PY1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1280.See file dsdata.txt to determine how the superseded data were derived.
 PY1280
 PY1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5145708728(NAD 83)
 PY1280_MARKER: DH = HORIZONTAL CONTROL DISK
 PY1280_SETTING: 80 = SET IN A BOULDER
 PY1280_SP_SET: SET IN DRILL HOLE IN A BOULDER
 PY1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1280+STABILITY: SURFACE MOTION
 PY1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1280+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1280
 PY1280  HISTORY     - Date     Condition        Report By
 PY1280  HISTORY     - 1987     MONUMENTED       NGS
 PY1280
 PY1280                          STATION DESCRIPTION
 PY1280
 PY1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1280'THE STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF YELLOWSTONE
 PY1280'NATIONAL PARK, 6.4 KM (4 MI) SOUTHWEST OF FLAT MOUNTAIN, 6.4 KM (4
 PY1280'MI) SOUTH OF PLOVER POINT AND 3.2 KM (2 MI) SOUTHEAST OF ALDER LAKE.
 PY1280'OWNERSHIP--NATIONAL PARK SERVICE.
 PY1280'
 PY1280'THE STATION WAS REACHED BY BOAT FROM THE FISHING BRIDGE MARINA BY
 PY1280'TRAVELING TO THE SOUTH ARM OF YELLOWSTONE LAKE AND AN AREA LOCALLY
 PY1280'KNOWN AS HAPPY BAY AND THE STATION, ON THE TOP OF A SMALL HILL IN A
 PY1280'SMALL MEADOW, BETWEEN CAMPSITES 7M8 AND 7M9, JUST NORTH OF A LARGER
 PY1280'MEADOW.
 PY1280'
 PY1280'THE STATION IS A STANDARD NGS DISK
 PY1280'STAMPED---SOUTH ARM 1987---,
 PY1280'SET INTO A DRILL HOLE IN THE TOP OF A PARTIALLY EXPOSED BOULDER OF
 PY1280'1.6 METERS LARGEST DIMENSION PROJECTING 60 CM ABOVE GROUND.  LOCATED
 PY1280'111.4 METERS (365.5 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE BURNED
 PY1280'TREE LINE THAT SEPARATES TWO MEADOWS,
 PY1280'106.0 METERS (347.8 FT) WEST-SOUTHWEST FROM THE APPROXIMATE HIGH
 PY1280'WATER LINE OF THE LAKE AND
 PY1280'87.8 METERS (287.9 FT) NORTH-NORTHWEST FROM THE APPROXIMATE BURNED
 PY1280'TREE LINE.
 PY1280'
 PY1280'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY1280'
 PY1280'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1280'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1280'
 PY1280'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1280'
 PY1280'DESCRIBED BY D.L. SPRANGERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0445 ***********************************************************************
 OU0445  DESIGNATION -  SOUTH BUTTE
 OU0445  PID         -  OU0445
 OU0445  STATE/COUNTY-  WY/CAMPBELL
 OU0445  USGS QUAD   -  SOUTH BUTTE (1953)
 OU0445
 OU0445                         *CURRENT SURVEY CONTROL
 OU0445  ___________________________________________________________________
 OU0445* NAD 83(1993)-  43 41 41.38821(N)    105 51 55.09727(W)     ADJUSTED  
 OU0445* NAVD 88     -      1827.3    (meters)    5995.     (feet)  VERTCON   
 OU0445  ___________________________________________________________________
 OU0445  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 OU0445  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 OU0445
 OU0445  HORZ ORDER  -  THIRD
 OU0445
 OU0445.The horizontal coordinates were established by classical geodetic methods
 OU0445.and adjusted by the National Geodetic Survey in January 1997..
 OU0445
 OU0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0445
 OU0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0445
 OU0445.The geoid height was determined by GEOID03.
 OU0445
 OU0445;                    North         East     Units Scale Factor Converg.
 OU0445;SPC WY E     -   355,081.436   143,681.937   MT  0.99997650   -0 28 57.5
 OU0445;UTM  13      - 4,838,342.956   430,270.235   MT  0.99965980   -0 35 52.0
 OU0445
 OU0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0445!SPC WY E     -   0.99971582  x   0.99997650  =   0.99969233
 OU0445!UTM  13      -   0.99971582  x   0.99965980  =   0.99937572
 OU0445
 OU0445:                Primary Azimuth Mark                     Grid Az
 OU0445:SPC WY E     -  CAMBLIN                                  359 25 41.1
 OU0445:UTM  13      -  CAMBLIN                                  359 32 35.6
 OU0445
 OU0445|---------------------------------------------------------------------|
 OU0445| PID    Reference Object                     Distance      Geod. Az  |
 OU0445|                                                           dddmmss.s |
 OU0445| OU0446 CAMBLIN                             APPROX. 3.8 KM 3585643.6 |
 OU0445|---------------------------------------------------------------------|
 OU0445
 OU0445                          SUPERSEDED SURVEY CONTROL
 OU0445
 OU0445  NAD 83(1986)-  43 41 41.36905(N)    105 51 55.07235(W) AD(       ) 3
 OU0445  NAD 27      -  43 41 41.46700(N)    105 51 53.04972(W) AD(       ) 3
 OU0445  NGVD 29 (07/19/86) 1826.5    (m)         5992.     (f) VERT ANG       
 OU0445
 OU0445.Superseded values are not recommended for survey control.
 OU0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0445.See file dsdata.txt to determine how the superseded data were derived.
 OU0445
 OU0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ3027038343(NAD 83)
 OU0445_MARKER: DD = SURVEY DISK
 OU0445_SETTING: 66 = SET IN ROCK OUTCROP
 OU0445_SP_SET: SET IN ROCK OUTCROP
 OU0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0445+STABILITY: POSITION/ELEVATION WELL
 OU0445
 OU0445  HISTORY     - Date     Condition        Report By
 OU0445  HISTORY     - 1952     MONUMENTED       USGS
 OU0445
 OU0445                          STATION DESCRIPTION
 OU0445
 OU0445'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0445'STATION IS LOCATED APPROXIMATELY 5.5 MI. N. AND 3.5 MI. W. OF PINE
 OU0445'TREE, WYOMING, ON THE W. SIDE OF THE MOST SOUTHERN OF THREE
 OU0445'PROMINENT BUTTES CALLED ---PUMPKIN BUTTES---.
 OU0445'
 OU0445'TO REACH FROM PINE TREE, WYOMING, AT THE JUNCTION OF STATE HIGHWAY
 OU0445'387 AND STATE SECONDARY ROAD 107, PROCEED N. ON STATE SECTION ROAD
 OU0445'107 FOR 5.7 MI.  TURN LEFT (W.) ON TRAIL RD. FOR 0.2 MI.  TURN LEFT
 OU0445'AT Y-FORK IN TRAIL RD. FOR 1.2 MI.  TURN RIGHT AT Y-FORK FOR 0.9
 OU0445'MI.  TURN LEFT OFF TRAIL RD., CROSS COUNTRY, FOLLOWING TOP OF RIDGE
 OU0445'TOWARD MOST SOUTHERN BUTTE, FOR 1.9 MI. TO BASE OF BUTTE AND END OF
 OU0445'TRUCK TRAVEL.  CLIMB TO TOP OF BUTTE AND PROCEED APPROXIMATELY 0.5
 OU0445'MI. ACROSS MESA TO HIGHEST POINT ON WESTERN RIM AND STATION.
 OU0445'
 OU0445'STATION MARK--STANDARD BRONZE TABLET, SET IN CONCRETE, IN SOLID ROCK,
 OU0445'STAMPED ---VABM 5993 S BUTTE 1952---.
 OU0445'
 OU0445'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK, SET IN CONCRETE, IN
 OU0445'SOLID ROCK, 12.43 FT. FROM STATION, S 31 DEG 05 MIN W,
 OU0445'STAMPED ---S. BUTTE NO. 1---.
 OU0445'
 OU0445'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK, SET IN CONCRETE, IN
 OU0445'SOLID ROCK, 25.80 FT. FROM STATION, N 35 DEG 54 MIN W,
 OU0445'STAMPED ---S. BUTTE NO. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0288 ***********************************************************************
 OW0288  DESIGNATION -  SOUTH FORK
 OW0288  PID         -  OW0288
 OW0288  STATE/COUNTY-  WY/FREMONT
 OW0288  USGS QUAD   -  FORT WASHAKIE (1978)
 OW0288
 OW0288                         *CURRENT SURVEY CONTROL
 OW0288  ___________________________________________________________________
 OW0288* NAD 83(1993)-  43 07 14.42562(N)    108 59 48.99422(W)     ADJUSTED  
 OW0288* NAVD 88     -      1905.32   (+/-2cm)    6251.0    (feet)  VERTCON   
 OW0288  ___________________________________________________________________
 OW0288  LAPLACE CORR-         -18.72  (seconds)                    DEFLEC99
 OW0288  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 OW0288
 OW0288  HORZ ORDER  -  THIRD
 OW0288  VERT ORDER  -  THIRD ? (See Below)
 OW0288
 OW0288.The horizontal coordinates were established by classical geodetic methods
 OW0288.and adjusted by the National Geodetic Survey in January 1997..
 OW0288
 OW0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0288.The vertical order pertains to the NGVD 29 superseded value.
 OW0288
 OW0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0288
 OW0288.The geoid height was determined by GEOID03.
 OW0288
 OW0288;                    North         East     Units Scale Factor Converg.
 OW0288;SPC WYWC     -   291,088.664   579,904.744   MT  0.99994247   -0 10 07.7
 OW0288;UTM  12      - 4,776,162.909   662,948.251   MT  0.99992664   +1 22 10.1
 OW0288
 OW0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0288!SPC WYWC     -   0.99970300  x   0.99994247  =   0.99964548
 OW0288!UTM  12      -   0.99970300  x   0.99992664  =   0.99962966
 OW0288
 OW0288:                Primary Azimuth Mark                     Grid Az
 OW0288:SPC WYWC     -  SOUTH FORK AZ MK                         070 24 34.5
 OW0288:UTM  12      -  SOUTH FORK AZ MK                         068 52 16.7
 OW0288
 OW0288|---------------------------------------------------------------------|
 OW0288| PID    Reference Object                     Distance      Geod. Az  |
 OW0288|                                                           dddmmss.s |
 OW0288| CP5817 SOUTH FORK AZ MK                                   0701426.8 |
 OW0288| CP5818 SOUTH FORK AZ MK 2                                 0712503.2 |
 OW0288| CP5819 SOUTH FORK RM 1                      11.702 METERS 11859     |
 OW0288| CP5820 SOUTH FORK RM 2                       9.450 METERS 19837     |
 OW0288|---------------------------------------------------------------------|
 OW0288
 OW0288                          SUPERSEDED SURVEY CONTROL
 OW0288
 OW0288  NAD 83(1986)-  43 07 14.41048(N)    108 59 49.00572(W) AD(       ) 3
 OW0288  NAD 27      -  43 07 14.56600(N)    108 59 46.53700(W) AD(       ) 3
 OW0288  NGVD 29 (07/19/86) 1904.25   (m)         6247.5    (f) LEVELING    3  
 OW0288
 OW0288.Superseded values are not recommended for survey control.
 OW0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0288.See file dsdata.txt to determine how the superseded data were derived.
 OW0288
 OW0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6294876163(NAD 83)
 OW0288_MARKER: DS = TRIANGULATION STATION DISK
 OW0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0288
 OW0288  HISTORY     - Date     Condition        Report By
 OW0288  HISTORY     - 1936     MONUMENTED       CGS
 OW0288  HISTORY     - 1949     GOOD             USGS
 OW0288  HISTORY     - 1975     GOOD             NGS
 OW0288
 OW0288                          STATION DESCRIPTION
 OW0288
 OW0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0288'ABOUT 8 MILES NORTH AND 6.5 MILES WEST OF FORT WASHAKIE POST
 OW0288'OFFICE, 1/2 MILE SOUTH OF SOUTH FORK OF SAGE CREEK (ON NORTH
 OW0288'CORNER OF SMALL BARREN MESA WHICH MAY BE HILL KNOWN AS NORKOK
 OW0288'BUTTE), 300 YARDS SOUTH OF FORT WASHAKIE-ST. LAWRENCE RANGER
 OW0288'STATION GRADED ROAD WHERE ROAD GOES THROUGH LOW PASS IN HILLS,
 OW0288'AFTER WHICH IT DROPS DOWN GRADE INTO CREEK VALLEY.  STATION
 OW0288'IS ABOUT 300 FEET HIGHER THAN ROAD AT PASS.  SAGE CREEK
 OW0288'WHITE SCHOOLHOUSE IS ABOUT 1 MILE FROM STATION
 OW0288'S 89 DEG W.  TO REACH FROM CONOCO SERVICE STATION IN
 OW0288'FORT WASHAKIE, FOLLOW STATE HIGHWAY 287 (OILED ROAD)
 OW0288'NORTHERLY 7.0 MILES.  AT POINT 300 YARDS SOUTH OF HIGHWAY
 OW0288'BRIDGE OVER SAGE CREEK LEAVE HIGHWAY, TURN HALF LEFT ONTO
 OW0288'GRADED ROAD TOWARDS ST.  LAWRENCE RANGER STATION, AND FOLLOW
 OW0288'MAIN GRADED ROAD NORTHWESTERLY 4.8 MILES TO ROAD SUMMIT AT
 OW0288'NORTHEAST FOOT OF BUTTE OR MESA, WHERE GREEN FIELDS ARE
 OW0288'FIRST VISIBLE IN VALLEY AHEAD.  LEAVE ROAD AT SUMMIT, TURN
 OW0288'LEFT AND DRIVE UP SOUTHEAST ACROSS COUNTRY 0.2 MILE TO
 OW0288'EAST SHOULDER AND END OF TRUCK TRAVEL, 200 YARDS EAST OF
 OW0288'STATION.  CLIMB WEST TO TOP AND ON OVER TO NORTH CORNER OF
 OW0288'MESA, 5-MINUTE WALK.  STATION MARK IS STANDARD DISK IN
 OW0288'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OW0288'DISKS IN CONCRETE.  NO. 1 IS 11.702 METERS (38.39
 OW0288'FEET) EAST OF STATION S 61 01 MIN E.  NO. 2 IS
 OW0288'9.450 METERS (31.00 FEET) SOUTH S 18 DEG 37 MIN W.
 OW0288'AZIMUTH MARK IS 30 FEET SOUTH OF CENTER LINE OF GRADED ROAD,
 OW0288'AND 0.25 MILE EAST OF STATION S 70 DEG 14 MIN E.
 OW0288
 OW0288                          STATION RECOVERY (1949)
 OW0288
 OW0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 OW0288'OCCUPIED BY USGS TO ESTABLISH RECIPROCAL LINES TO WR-SNAG AND
 OW0288'WR-ROCKY, AND FOR VERTICAL ANGLES.
 OW0288'
 OW0288'STATION MARK--STANDARD DISK IN CONCRETE.
 OW0288
 OW0288                          STATION RECOVERY (1975)
 OW0288
 OW0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OW0288'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 OW0288'MOVED AT THIS TIME BY REQUEST OF THE DEPARTMENT OF INTERIOR AS IT
 OW0288'WOULD HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION ON THE WIND
 OW0288'RIVER RESERVATION.
 OW0288'
 OW0288'STATION IS REACHED FROM THE POST OFFICE IN FORT WASHAKLE.  GO EAST
 OW0288'ON NORTH FORK ROAD FOR 0.1 MILE TO U.S. HIGHWAY 287.  TURN LEFT AND
 OW0288'GO NORTH ON HIGHWAY 287 FOR 7.3 MILES TO A GRADED ROAD ON LEFT.
 OW0288'TURN LEFT AND GO WESTERLY ON THE GRADED ROAD FOR 0.65 MILE TO A
 OW0288'ROAD FORK, KEEP LEFT AND CONTINUE ON THE MAIN GRADED ROAD, WEST FOR
 OW0288'3.55 MILES TO THE AZIMUTH MARK ON THE LEFT.  STATION IS ABOUT 0.25
 OW0288'MILE SOUTHWEST OF THIS POINT ON A PROMINENT BUTTE.  FROM THIS
 OW0288'POINT A 4-WHEEL DRIVE VEHICLE CAN BE DRIVEN TO THE STATION BY
 OW0288'GOING SOUTH-SOUTHWEST ACROSS COUNTRY, KEEPING SOUTH OF THE
 OW0288'BUTTE FOR ABOUT 0.3 MILE.  TURN RIGHT AND GO WEST UP A DRAW
 OW0288'FOR ABOUT 0.3 MILE TO TOP OF A RIM, THENCE RIGHT AND CONTINUE
 OW0288'IN AN EASTERLY DIRECTION ALONG RIDGE FOR ABOUT 0.3 MILE TO
 OW0288'THE END OF BUTTE AND STATION.
 OW0288'
 OW0288'STATION MARK DISK IS STAMPED SOUTH FORK 1936, SET IN THE TOP OF A
 OW0288'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES.  MARK IS 3.0
 OW0288'FEET SOUTH OF A METAL WITNESS POST WITH A METAL WITNESS SIGN
 OW0288'ATTACHED.
 OW0288'
 OW0288'REFERENCE MARK NUMBER 1 DISK IS STAMPED SOUTH FORK NO 1 1936, SET IN
 OW0288'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES.
 OW0288'MARK IS 39.8 FEET EAST OF THE METAL WITNESS POST.
 OW0288'
 OW0288'REFERENCE MARK NUMBER 2 DISK IS STAMPED SOUTH FORK NO 2 1936, SET
 OW0288'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4
 OW0288'INCHES.  MARK IS 33 FEET SOUTH OF THE METAL WITNESS POST.
 OW0288'
 OW0288'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED SOUTH FORK 1936 AZ
 OW0288'2 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 OW0288'2 INCHES.  MARK IS 67 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 OW0288'GRADED ROAD AND 2.5 FEET WEST OF A METAL WITNESS POST WITH A METAL
 OW0288'WITNESS SIGN ATTACHED.
 OW0288'
 OW0288'THE 1936 AZIMUTH MARK WAS DESTROYED AND THE DISK RETRIEVED.
 OW0288'
 OW0288'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES WEST
 OW0288'OF FORT WASHAKIE.
 OW0288'
 OW0288'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0530 ***********************************************************************
 PW0530  DESIGNATION -  SPEAR
 PW0530  PID         -  PW0530
 PW0530  STATE/COUNTY-  WY/BIG HORN
 PW0530  USGS QUAD   -  SHELL LAKE (1993)
 PW0530
 PW0530                         *CURRENT SURVEY CONTROL
 PW0530  ___________________________________________________________________
 PW0530* NAD 83(1993)-  44 27 06.69125(N)    107 16 45.05258(W)     ADJUSTED  
 PW0530* NAVD 88     -      3518.6    (meters)   11544.     (feet)  VERTCON   
 PW0530  ___________________________________________________________________
 PW0530  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 PW0530  GEOID HEIGHT-          -8.12  (meters)                     GEOID03
 PW0530
 PW0530  HORZ ORDER  -  FIRST
 PW0530
 PW0530.The horizontal coordinates were established by classical geodetic methods
 PW0530.and adjusted by the National Geodetic Survey in January 1997..
 PW0530
 PW0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0530
 PW0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0530
 PW0530.The geoid height was determined by GEOID03.
 PW0530
 PW0530;                    North         East     Units Scale Factor Converg.
 PW0530;SPC WYEC     -   538,956.633   404,309.963   MT  0.99993773   +0 02 16.5
 PW0530;UTM  13      - 4,924,588.320   318,660.199   MT  1.00000442   -1 35 47.6
 PW0530
 PW0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0530!SPC WYEC     -   0.99944987  x   0.99993773  =   0.99938764
 PW0530!UTM  13      -   0.99944987  x   1.00000442  =   0.99945429
 PW0530
 PW0530|---------------------------------------------------------------------|
 PW0530| PID    Reference Object                     Distance      Geod. Az  |
 PW0530|                                                           dddmmss.s |
 PW0530| CQ7360 SPEAR RM 1                           11.413 METERS 10901     |
 PW0530| CQ7359 SPEAR AZ MK                                        1305753.3 |
 PW0530| PW0533 BLACK                               APPROX.15.7 KM 2435703.3 |
 PW0530| CQ7361 SPEAR RM 2                            4.080 METERS 29836     |
 PW0530|---------------------------------------------------------------------|
 PW0530
 PW0530                          SUPERSEDED SURVEY CONTROL
 PW0530
 PW0530  NAD 83(1986)-  44 27 06.67449(N)    107 16 45.03738(W) AD(       ) 1
 PW0530  NAD 27      -  44 27 06.79600(N)    107 16 42.78350(W) AD(       ) 1
 PW0530  NGVD 29 (07/19/86) 3517.4    (m)        11540.     (f) VERT ANG       
 PW0530
 PW0530.Superseded values are not recommended for survey control.
 PW0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0530.See file dsdata.txt to determine how the superseded data were derived.
 PW0530
 PW0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK1866024588(NAD 83)
 PW0530_MARKER: DS = TRIANGULATION STATION DISK
 PW0530_SETTING: 80 = SET IN A BOULDER
 PW0530_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PW0530
 PW0530  HISTORY     - Date     Condition        Report By
 PW0530  HISTORY     - 1957     MONUMENTED       CGS
 PW0530
 PW0530                          STATION DESCRIPTION
 PW0530
 PW0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0530'STATION IS ABOUT 14-1/2 MILES SOUTH AND 13-3/4 MILES WEST OF
 PW0530'THE TOWN OF BIG HORN, IN BIG HORN NATIONAL FOREST, ON A HIGH
 PW0530'POINT OF MAIN DIVIDE OF THE BIG HORN RANGE, 2 MILES SOUTHWEST OF
 PW0530'LAKE GENEVA AND APPROXIMATELY 1-1/2 MILES NORTH-NORTHWEST OF
 PW0530'GENEVA PASS.
 PW0530'
 PW0530'STATION IS REACHED FROM BIG HORN, FROM THE CONOCO SERVICE
 PW0530'STATION AT THE END OF THE SURFACED ROAD THAT LEADS FROM SHERIDAN
 PW0530'TO BIG HORN BY GOING WEST ON A GRAVEL ROAD 0.05 MILE TO WHERE THE
 PW0530'ROAD TURNS LEFT TO THE BIG HORN STORE AND POST OFFICE, CONTINUE
 PW0530'STRAIGHT AHEAD, WEST 1.1 MILES TO A SIDE ROAD LEFT AND SIGN
 PW0530'BIG GOOSE RANGER STATION 17.  TURN LEFT AND GO 2.3 MILES TO
 PW0530'A SIDE ROAD LEFT, CONTINUE 0.45 MILE TO A FORK AND SIGN BIG
 PW0530'GOOSE RANGER STATION 15, TAKE RIGHT FORK 1.8 MILES, TURN RIGHT
 PW0530'ON MAIN TRAVELED ROAD 1.45 MILES TO A CATTLE GUARD, CROSS
 PW0530'CATTLE GUARD AND CONTINUE UPHILL 2.45 MILES TO STATION
 PW0530'TEEPEE ON RIGHT, CONTINUE ON THE MAIN TRAVELED ROAD 7.5
 PW0530'MILES TO A GRADED ROAD LEFT AT SIGN SPEAR-O-WIGWAM 4, PARK
 PW0530'RESERVOIR 3.  TURN LEFT ON GRADED ROAD 2.6 MILES TO A
 PW0530'CATTLE GUARD AND LOG CABINS IMMEDIATELY BEYOND, CROSS CATTLE
 PW0530'GUARD AND CONTINUE ON THE MAIN ROAD 0.9 MILE TO FORK, KEEP
 PW0530'LEFT FORK 0.6 MILE TO END OF TRUCK TRAVEL AT THE
 PW0530'SPEAR-O-WIGWAM LODGE.  MR OSCAR E. CARLSON, OPERATOR OF
 PW0530'THE LODGE, CAN FURNISH THE NECESSARY HORSES AND PACKER.
 PW0530'MR. CARLSON CAN BE CONTACTED BY TELEPHONE AND ASKED THAT HE BE
 PW0530'NOTIFIED A FEW DAYS IN ADVANCE OF THE TIME THE STATION IS TO
 PW0530'BE VISITED.  FROM THE LODGE FOLLOW ROUGH ROAD AND HORSE
 PW0530'TRAIL SOUTHERLY TO LAKE GENEVA AND ON TO GENEVA PASS, A TOTAL
 PW0530'DISTANCE OF ABOUT 12 MILES.  AFTER GOING THROUGH THE PASS AT THE
 PW0530'TOP OF DIVIDE, BEAR RIGHT, LOOSING SOME ELEVATION AND PICK WAY
 PW0530'WESTERLY INTO FIRST DRAINAGE.  FROM HERE CONTINUE WESTERLY UP
 PW0530'DRAINAGE ABOUT 1 MILE TO END OF HORSE TRAVEL NEAR THE HEAD OF THE
 PW0530'DRAINAGE.  FROM HERE CONTINUE WESTERLY ON FOOT TO TOP OF FIRST
 PW0530'DIVIDE, STATION PEAK IS NOT VISIBLE FROM THIS POINT BUT IS
 PW0530'DIRECTLY BEHIND OTHER PROMINENT ROCKY POINTS ABOUT 3/4 MILE
 PW0530'TO NORTHWEST.  BEAR RIGHT AND GO NORTHWESTERLY AROUND HEAD OF
 PW0530'NEXT DRAINAGE TO HIGHEST POINT AND STATION AT A SMALL CAIRN.  THE
 PW0530'AZIMUTH MARK IS LOCATED ON THE NORTHWEST SIDE OF THE HEAD
 PW0530'OF THE LAST DRAINAGE MENTIONED, ON THE EAST SIDE OF A LARGE CUT
 PW0530'IN THE RIDGE AND APPROXIMATELY 30 FEET LOWER.
 PW0530'
 PW0530'STATION MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE
 PW0530'IN A LARGE BOULDER.  IT IS STAMPED SPEAR 1957 AND IS 6 FEET
 PW0530'SOUTH OF THE CAIRN.
 PW0530'
 PW0530'REFERENCE MARK 1 IS A STANDARD DISK SET IN CEMENT IN A DRILL
 PW0530'HOLE IN A 2 FOOT BY 4 FOOT BOULDER PROJECTING 2 FEET AND IS
 PW0530'STAMPED SPEAR NO 1 1957.
 PW0530'
 PW0530'REFERENCE MARK 2 IS A STANDARD U.S.G.S. BENCH MARK DISK BRAZED
 PW0530'TO THE TOP OF A 1 INCH COPPER BOLT WHICH IS SET IN CEMENT IN A
 PW0530'DRILL HOLE IN A LARGE BOULDER.  IT PROJECTS 2 INCHES AND IS
 PW0530'STAMPED VA 11568.  IT IS 7 FEET NORTHWEST OF THE CAIRN.
 PW0530'
 PW0530'AZIMUTH MARK IS A STANDARD DISK SET IN CEMENT IN A DRILL HOLE IN
 PW0530'A 4 FOOT BY 4 FOOT BOULDER PROJECTING 3 FEET AND IS STAMPED
 PW0530'SPEAR 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0316 ***********************************************************************
 PX0316  DESIGNATION -  SPENCE
 PX0316  PID         -  PX0316
 PX0316  STATE/COUNTY-  WY/BIG HORN
 PX0316  USGS QUAD   -  SPENCE (1966)
 PX0316
 PX0316                         *CURRENT SURVEY CONTROL
 PX0316  ___________________________________________________________________
 PX0316* NAD 83(1993)-  44 37 43.08781(N)    108 09 49.39458(W)     ADJUSTED  
 PX0316* NAVD 88     -      1551.3    (meters)    5090.     (feet)  VERTCON   
 PX0316  ___________________________________________________________________
 PX0316  LAPLACE CORR-           9.10  (seconds)                    DEFLEC99
 PX0316  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 PX0316
 PX0316  HORZ ORDER  -  FIRST
 PX0316
 PX0316.The horizontal coordinates were established by classical geodetic methods
 PX0316.and adjusted by the National Geodetic Survey in January 1997..
 PX0316
 PX0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0316
 PX0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0316
 PX0316.The geoid height was determined by GEOID03.
 PX0316
 PX0316;                    North         East     Units Scale Factor Converg.
 PX0316;SPC WYEC     -   558,933.358   334,109.112   MT  0.99999087   -0 35 00.2
 PX0316;UTM  12      - 4,945,611.465   724,982.802   MT  1.00022250   +1 59 36.0
 PX0316
 PX0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0316!SPC WYEC     -   0.99975880  x   0.99999087  =   0.99974967
 PX0316!UTM  12      -   0.99975880  x   1.00022250  =   0.99998125
 PX0316
 PX0316:                Primary Azimuth Mark                     Grid Az
 PX0316:SPC WYEC     -  GREYBULL LOW TANK                        150 35 06.4
 PX0316:UTM  12      -  GREYBULL LOW TANK                        148 00 30.2
 PX0316
 PX0316|---------------------------------------------------------------------|
 PX0316| PID    Reference Object                     Distance      Geod. Az  |
 PX0316|                                                           dddmmss.s |
 PX0316| CQ6660 GREYBULL LOW TANK                                  1500006.2 |
 PX0316| CQ6661 GREYBULL TALLEST TANK                              1501904.6 |
 PX0316| CQ7362 SPENCE AZ MK                                       1785001.0 |
 PX0316| CQ7364 SPENCE RM 2                          10.203 METERS 17936     |
 PX0316| CQ7363 SPENCE RM 1                          11.079 METERS 29410     |
 PX0316|---------------------------------------------------------------------|
 PX0316
 PX0316                          SUPERSEDED SURVEY CONTROL
 PX0316
 PX0316  NAD 83(1986)-  44 37 43.07818(N)    108 09 49.38628(W) AD(       ) 1
 PX0316  NAD 27      -  44 37 43.23700(N)    108 09 47.00000(W) AD(       ) 1
 PX0316  NGVD 29 (07/19/86) 1550.5    (m)         5087.     (f) VERT ANG       
 PX0316
 PX0316.Superseded values are not recommended for survey control.
 PX0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0316.See file dsdata.txt to determine how the superseded data were derived.
 PX0316
 PX0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ2498345611(NAD 83)
 PX0316_MARKER: DS = TRIANGULATION STATION DISK
 PX0316_SETTING: 66 = SET IN ROCK OUTCROP
 PX0316
 PX0316  HISTORY     - Date     Condition        Report By
 PX0316  HISTORY     - 1931     MONUMENTED       CGS
 PX0316  HISTORY     - 1957     GOOD             CGS
 PX0316
 PX0316                          STATION DESCRIPTION
 PX0316
 PX0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 PX0316'ABOUT 2 MILES (AIR LINE) SOUTH OF WEST OF SPENCE SIDING ON
 PX0316'CHICAGO, BURLINGTON AND QUINCY RAILROAD, ABOUT 10 MILES (AIR LINE)
 PX0316'NORTH-NORTHWEST OF GREYBULL, IN SOUTHERN PART OF T. 54 N., R.
 PX0316'94 W., ON WESTERN PART OF LONG, HIGH, SHARP HOGBACK EXTENDING
 PX0316'NORTHWEST AND SOUTHEAST ACROSS BIG HORN RIVER AND LOCALLY KNOWN
 PX0316'AS SHEEPS MOUNTAIN, AND ABOUT 6 FEET SOUTH OF ROCK CAIRN ON HIGH
 PX0316'POINT.  TO REACH FROM FIRST NATIONAL BANK AT GREYBULL GO 1.7
 PX0316'MILES ON HIGHWAY TOWARD LOVELL TO WHERE ROAD JUST BEYOND
 PX0316'VIADUCT TURNS TO RIGHT, TURN RIGHT, FOLLOW RIVER AND RAILROAD
 PX0316'2.3 MILES TO FORK, TAKE RIGHT FORK, GO 4.4 MILES TO CROSSROAD
 PX0316'(KEEPING MAIN ROAD TO RIGHT ALL THE WAY), KEEP STRAIGHT
 PX0316'AHEAD AT CROSSROAD PAST STUCCO SIDING, OVER RAILROAD, THROUGH AN
 PX0316'UNDERPASS AND ACROSS GULCH TO FORK (1.7 MILES FROM
 PX0316'CROSSROAD AND 0.8 MILE FROM UNDERPASS).  AT FORK HIGH POINT OF
 PX0316'MOUNTAIN CAN BE SEEN UP HOGBACK, FOLLOW UP LEFT FORK UNTIL ABREAST
 PX0316'OF HOGBACK, THEN GO UP HOGBACK TO STATION ON HIGH POINT
 PX0316'(ABOUT AN HOURS CLIMB FROM FOOT).  MARKED BY STANDARD STATION DISK
 PX0316'IN DRILL HOLE IN BEDROCK.  REFERENCE MARKS ARE STANDARD
 PX0316'REFERENCE DISKS IN DRILL HOLES IN BEDROCK.  NO. 1
 PX0316'IS 36.35 FEET FROM STATION.  NO. 2 IS
 PX0316'33.8 FEET FROM STATION.  FOLLOWING
 PX0316'AZIMUTHS ARE FROM STATION--GREYBULL, TALL TANK, S 29 DEG 41 MIN E.
 PX0316'GREYBULL, LOW TANK, S 30 DEG 59 MIN E.
 PX0316
 PX0316                          STATION RECOVERY (1957)
 PX0316
 PX0316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0316'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 PX0316'CONDITION.  A DIFFERENCE IN DIRECTION WAS NOTED TO THE REFERENCE
 PX0316'MARKS.  A DIFFERENCE IN DISTANCE WAS NOTED TO REFERENCE MARK 2.
 PX0316'AN AZIMUTH MARK WAS ESTABLISHED.
 PX0316'
 PX0316'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--THE STATION IS ABOUT
 PX0316'10 MILES NORTH-NORTHWEST OF GREYBULL, ON THE HIGHEST POINT AND
 PX0316'AT THE WEST END OF A LONG, HIGH RIDGE, LOCALLY KNOWN AS SHEEP
 PX0316'MOUNTAIN, THAT EXTENDS NORTHWEST AND SOUTHEAST ACROSS THE BIG
 PX0316'HORN RIVER AND NEAR THE SOUTH PART OF T 54 N, R 94 W.
 PX0316'
 PX0316'REACHED FROM THE FIRST NATIONAL BANK IN GREYBULL BY GOING
 PX0316'NORTHERLY ON U.S. HIGHWAY 14 FOR 1.75 MILE TO A SIDE ROAD ON THE
 PX0316'RIGHT AT A SIGN BUCKS AUTO WRECKING 4-1/2 MILES, TURN RIGHT AND
 PX0316'CONTINUE NORTHERLY ALONG THE WEST SIDE OF A RAILROAD TRACK FOR
 PX0316'2.15 MILE TO A FORK, BEAR LEFT AND CONTINUE NORTHERLY FOR 4.3
 PX0316'MILES TO A GRAVELED ROAD SHARP LEFT, ABOUT 100 YARDS SOUTH OF A
 PX0316'METAL BUILDING, TURN SHARP LEFT AND FOLLOW THE GRAVELED ROAD
 PX0316'FOR 2.25 MILE TO A SMALL DAM, CONTINUE STRAIGHT AHEAD FOR 0.7 MILE
 PX0316'TO A TRACK ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE TRACK ROAD
 PX0316'EASTERLY FOR 0.3 MILE TO A CROSSROADS AT THE BOTTOM OF A SMALL
 PX0316'CANYON, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A FORK,
 PX0316'BEAR RIGHT FOR 150 YARDS TO ANOTHER FORK, BEAR LEFT AND
 PX0316'CONTINUE ON THE MAIN ROAD FOR 1.1 MILE TO A TRACK ROAD ON
 PX0316'THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO ANOTHER TRACK
 PX0316'ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR
 PX0316'0.65 MILE TO A TRACK ROAD ON THE RIGHT ACROSS A GULLY, CRUSS
 PX0316'THE GULLY, BEAR LEFT AND FOLLOW A TRACK ROAD NORTH UP THE
 PX0316'RIDGE FOR 0.8 TO THE END OF TRUCK TRAVEL AT THE AZIMUTH
 PX0316'MARK.  FROM THIS POINT PACK NORTHERLY UP THE RIDGE FOR ABOUT 1
 PX0316'HOUR TO THE HIGHEST POINT AND THE STATION.
 PX0316'
 PX0316'STATION MARK IS A STANDARD DISK, STAMPED SPENCE 1931, CEMENTED IN
 PX0316'A DRILL HOLE IN ROCK OUTCROP.  IT IS 10 FEET SOUTH OF THE NORTH
 PX0316'EDGE OF THE RIDGE.
 PX0316'
 PX0316'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPENCE NO 1 1931,
 PX0316'CEMENTED IN A DRILL HOLE IN 12 FT X 4 FT ROCK OUTCROP PROJECTING
 PX0316'4 FEET.
 PX0316'
 PX0316'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPENCE NO 2 1957,
 PX0316'CEMENTED IN A DRILL HOLE IN A 10 FT X 15 FT ROCK OUTCROP
 PX0316'PROJECTING 2 FEET.  IT IS ABOUT 5 FEET LOWER THAN THE STATION.
 PX0316'
 PX0316'AZIMUTH MARK IS A STANDARD DISK, STAMPED SPENCE 1931, CEMENTED IN
 PX0316'A DRILL HOLE IN A ROCK LEDGE THAT PROJECTS 4 FEET TO THE NORTH AND
 PX0316'IS FLUSH WITH THE RIDGE TO THE SOUTH.  IT IS 5 FEET WEST OF A 4 IN
 PX0316'X 4 IN WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0685 ***********************************************************************
 NQ0685  DESIGNATION -  SPENCE
 NQ0685  PID         -  NQ0685
 NQ0685  STATE/COUNTY-  WY/CONVERSE
 NQ0685  USGS QUAD   -  GLENROCK NW (1973)
 NQ0685
 NQ0685                         *CURRENT SURVEY CONTROL
 NQ0685  ___________________________________________________________________
 NQ0685* NAD 83(1993)-  42 57 10.53812(N)    105 59 03.72606(W)     ADJUSTED  
 NQ0685* NAVD 88     -      1659.4    (meters)    5444.     (feet)  VERTCON   
 NQ0685  ___________________________________________________________________
 NQ0685  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 NQ0685  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 NQ0685
 NQ0685  HORZ ORDER  -  THIRD
 NQ0685  VERT ORDER  -  THIRD ? (See Below)
 NQ0685
 NQ0685.The horizontal coordinates were established by classical geodetic methods
 NQ0685.and adjusted by the National Geodetic Survey in January 1997..
 NQ0685
 NQ0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0685.The vertical order pertains to the NGVD 29 superseded value.
 NQ0685
 NQ0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0685
 NQ0685.The geoid height was determined by GEOID03.
 NQ0685
 NQ0685;                    North         East     Units Scale Factor Converg.
 NQ0685;SPC WY E     -   272,749.126   133,276.941   MT  0.99999225   -0 33 25.9
 NQ0685;UTM  13      - 4,756,057.494   419,704.247   MT  0.99967932   -0 40 14.8
 NQ0685
 NQ0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0685!SPC WY E     -   0.99974201  x   0.99999225  =   0.99973426
 NQ0685!UTM  13      -   0.99974201  x   0.99967932  =   0.99942141
 NQ0685
 NQ0685:                Primary Azimuth Mark                     Grid Az
 NQ0685:SPC WY E     -  BROWN                                    081 08 58.4
 NQ0685:UTM  13      -  BROWN                                    081 15 47.3
 NQ0685
 NQ0685|---------------------------------------------------------------------|
 NQ0685| PID    Reference Object                     Distance      Geod. Az  |
 NQ0685|                                                           dddmmss.s |
 NQ0685| NQ0683 BROWN                               APPROX. 6.8 KM 0803532.5 |
 NQ0685|---------------------------------------------------------------------|
 NQ0685
 NQ0685                          SUPERSEDED SURVEY CONTROL
 NQ0685
 NQ0685  NAD 83(1986)-  42 57 10.52102(N)    105 59 03.70675(W) AD(       ) 3
 NQ0685  NAD 27      -  42 57 10.63928(N)    105 59 01.67445(W) AD(       ) 3
 NQ0685  NGVD 29 (07/19/86) 1658.5    (m)         5441.     (f) LEVELING    3  
 NQ0685
 NQ0685.Superseded values are not recommended for survey control.
 NQ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0685.See file dsdata.txt to determine how the superseded data were derived.
 NQ0685
 NQ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH1970456057(NAD 83)
 NQ0685_MARKER: DD = SURVEY DISK
 NQ0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0685_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NQ0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0685+STABILITY: SURFACE MOTION
 NQ0685
 NQ0685  HISTORY     - Date     Condition        Report By
 NQ0685  HISTORY     - 1947     MONUMENTED       USGS
 NQ0685
 NQ0685                          STATION DESCRIPTION
 NQ0685
 NQ0685'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0685'LOCATED ON HIGHEST POINT IN VALLEY ABOUT 7.50 MI. N. OF BIG MUDDY OIL
 NQ0685'FIELD (PARKERTON, WYOMING) AND ABOUT 6.00 MI. SE. OF COAL CREEK OIL
 NQ0685'FIELD, ABOUT 300 FT. E. OF END OF RD. N. AND W.  NEAR S. EDGE OF THE
 NQ0685'SW. 1/16 OF THE SW. 1/4 SEC. 33, T 35 N, R 76 W.
 NQ0685'
 NQ0685'TO REACH FROM GLENROCK, FROM POST OFFICE AT GLENROCK, GO W. ON U.S.
 NQ0685'HIGHWAY 20, 5.80 MI. TO T-RD. N. AT BIG MUDDY OIL FIELD, CROSS
 NQ0685'CATTLEGUARD AND GO 0.15 MI. TO OLD HIGHWAY, AND PARKERTON POST OFFICE,
 NQ0685'TURN W. ON OLD HIGHWAY FOR 0.20 MI., THENCE N. 0.30 MI. TO BRIDGE OVER
 NQ0685'NORTH PLATTE RIVER, CONTINUE N. FOR 3.30 MI., THENCE IN A NW.
 NQ0685'DIRECTION FOR 1.20 MI., THENCE N. FOR 3.50 MI. TO END OF RD. N. AT
 NQ0685'RD. W.  GO N. THROUGH GATE IN E-W. FENCE AND TURN RIGHT (E.) AND GO
 NQ0685'0.10 MI. TO HIGH POINT AND STATION.  STATION IS ABOUT 30 FT. N. OF
 NQ0685'FENCE LINE.  REFERENCE MARKS AT FENCE LINE.
 NQ0685'
 NQ0685'STATION MARK--STANDARD TABLET STAMPED ---SPENCE 5441 1947--- SET
 NQ0685'IN 8 IN. BY 8 IN. BY 4 FT. CONCRETE POST.
 NQ0685'
 NQ0685'REFERENCE MARKS--(1) STANDARD REFERENCE TABLET STAMPED ---SPENCE 5439
 NQ0685'1947--- SET IN 8 IN. BY 8 IN. BY 4 FT. CONCRETE POST, LOCATED 73.57
 NQ0685'FT., N 49 DEG 16 MIN E, FROM STATION
 NQ0685'MARK.  (2) STANDARD REFERENCE TABLET STAMPED ---SPENCE NO. 2 5436
 NQ0685'1947--- SET IN 8 IN. BY 8 IN. BY 4 FT. CONCRETE POST, LOCATED 65.80
 NQ0685'FT., N 43 DEG 42 MIN W, FROM STATION
 NQ0685'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0500 ***********************************************************************
 MQ0500  DESIGNATION -  SPIDER
 MQ0500  PID         -  MQ0500
 MQ0500  STATE/COUNTY-  WY/SWEETWATER
 MQ0500  USGS QUAD   -  MASSACRE HILL (1996)
 MQ0500
 MQ0500                         *CURRENT SURVEY CONTROL
 MQ0500  ___________________________________________________________________
 MQ0500* NAD 83(1993)-  41 26 23.31275(N)    109 40 16.26013(W)     ADJUSTED  
 MQ0500* NAVD 88     -      1996.9    (meters)    6551.     (feet)  VERTCON   
 MQ0500  ___________________________________________________________________
 MQ0500  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 MQ0500  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 MQ0500
 MQ0500  HORZ ORDER  -  FIRST
 MQ0500
 MQ0500.The horizontal coordinates were established by classical geodetic methods
 MQ0500.and adjusted by the National Geodetic Survey in January 1997..
 MQ0500
 MQ0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0500
 MQ0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0500
 MQ0500.The geoid height was determined by GEOID03.
 MQ0500
 MQ0500;                    North         East     Units Scale Factor Converg.
 MQ0500;SPC WYWC     -   104,771.999   523,017.936   MT  1.00001041   -0 36 34.9
 MQ0500;UTM  12      - 4,588,433.967   611,010.601   MT  0.99975166   +0 52 46.4
 MQ0500
 MQ0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0500!SPC WYWC     -   0.99968924  x   1.00001041  =   0.99969965
 MQ0500!UTM  12      -   0.99968924  x   0.99975166  =   0.99944098
 MQ0500
 MQ0500|---------------------------------------------------------------------|
 MQ0500| PID    Reference Object                     Distance      Geod. Az  |
 MQ0500|                                                           dddmmss.s |
 MQ0500| CP5825 SPIDER RM 1                           9.796 METERS 03459     |
 MQ0500| MQ0471 AIRWAY BCN 15 4 MI ENE GREEN R      APPROX.26.6 KM 0620447.5 |
 MQ0500| MQ0497 MICROWAVE STA 4 MI S GREEN R        APPROX.16.4 KM 0753732.9 |
 MQ0500| CP5826 SPIDER RM 2                          12.724 METERS 13623     |
 MQ0500| CP5824 SPIDER AZ MK                                       3550648.2 |
 MQ0500|---------------------------------------------------------------------|
 MQ0500
 MQ0500                          SUPERSEDED SURVEY CONTROL
 MQ0500
 MQ0500  NAD 83(1986)-  41 26 23.30513(N)    109 40 16.25131(W) AD(       ) 1
 MQ0500  NAD 27      -  41 26 23.43620(N)    109 40 13.75200(W) AD(       ) 1
 MQ0500  NGVD 29 (07/19/86) 1995.6    (m)         6547.     (f) VERT ANG       
 MQ0500
 MQ0500.Superseded values are not recommended for survey control.
 MQ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0500.See file dsdata.txt to determine how the superseded data were derived.
 MQ0500
 MQ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1101188434(NAD 83)
 MQ0500_MARKER: DS = TRIANGULATION STATION DISK
 MQ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0500
 MQ0500  HISTORY     - Date     Condition        Report By
 MQ0500  HISTORY     - 1962     MONUMENTED       CGS
 MQ0500
 MQ0500                          STATION DESCRIPTION
 MQ0500
 MQ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0500'THE STATION IS LOCATED ON A PARTLY BRUSHY AND GRASS COVERED
 MQ0500'RIDGE EXTENDING EAST AND WEST.  IT IS 1-1/2 MILES WEST OF THE
 MQ0500'BLACKS FORK RIVER, 7 MILES SOUTH OF U.S. HIGHWAY 30 AND 12
 MQ0500'MILES SOUTHWEST OF GREEN RIVER.
 MQ0500'
 MQ0500'TO REACH THE STATION FROM LITTLE AMERICA GO WEST ON U.S.
 MQ0500'HIGHWAY 30 FOR 8.45 MILES TO A CROSS ROAD, THIS IS ABOUT
 MQ0500'0.1 MILE BEFORE REACHING THE BRIDGE OVER THE BLACKS FORK
 MQ0500'RIVER.  TURN RIGHT AND GO SOUTHERLY ON A DIRT ROAD FOR 0.75
 MQ0500'MILE TO A TELEPHONE LINE AND A UNDER GROUND PIPE LINE.  CONTINUE
 MQ0500'SOUTHERLY ON THE MAIN ROAD FOR 1.6 MILES TO A DRY CREEK BED.
 MQ0500'CONTINUE SOUTHERLY FOR 0.55 MILE TO A FORK.  TAKE THE RIGHT
 MQ0500'FORK SOUTHWEST AND SOUTHEAST FOR 0.4 MILE TO A T-ROAD, TURN
 MQ0500'RIGHT, SOUTH, ON THE MAIN ROAD FOR 0.2 MILE TO A SMALL
 MQ0500'BRIDGE.  CONTINUE SOUTH FOR 0.45 MILE TO A DRY WASH.  CONTINUE
 MQ0500'SOUTHWEST FOR 0.6 MILE TO A CROSS ROAD.  TURN LEFT, SOUTHEAST,
 MQ0500'AND FOLLOW A TRACK ROAD FOR 1.0 MILE TO ANOTHER DRY
 MQ0500'WASH.  CONTINUE SOUTHERLY FOR 1.2 MILES TO ANOTHER DRY CREEK
 MQ0500'BED.  CONTINUE SOUTHERLY FOR 0.7 MILE TO THE AZIMUTH MARK
 MQ0500'ON THE RIGHT, WEST SIDE OF THE ROAD.  CONTINUE SOUTHERLY ON
 MQ0500'A TRACK ROAD FOR 1.2 MILES TO WHERE THE ROAD CROSSES A
 MQ0500'FIRE BREAK.  HERE CONTINUE SOUTHERLY UP THE STEEP RIDGE TO THE
 MQ0500'TOP OF THE BLUFF, THEN TURN RIGHT ALONG THE RIDGE FOR 0.1
 MQ0500'MILE TO THE STATION.
 MQ0500'
 MQ0500'THE STATION MARK IS A STANDARD DISK, STAMPED SPIDER 1962,
 MQ0500'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0500'4 INCHES.  IT IS 4 FEET SOUTHEAST OF A WITNESS POST AND 95
 MQ0500'FEET SOUTH OF WHERE THE MESA DROPS OFF TO THE NORTH.  THE
 MQ0500'MARK IS ON THE HIGHEST POINT OF A FLAT TOP MESA AND ON THE
 MQ0500'NORTHWEST SIDE.
 MQ0500'
 MQ0500'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SPIDER NO 1 1962,
 MQ0500'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0500'4 INCHES.  IT IS 1.5 FEET LOWER THAN THE STATION MARK.
 MQ0500'
 MQ0500'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SPIDER NO 2
 MQ0500'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0500'4 INCHES.  IT IS 1.5 FEET LOWER THAN THE STATION MARK.
 MQ0500'
 MQ0500'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SPIDER 1962,
 MQ0500'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0500'3 INCHES.  IT IS 3 FEET SOUTH OF A WITNESS POST AND 19 FEET
 MQ0500'WEST OF THE CENTER OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0541 ***********************************************************************
 NR0541  DESIGNATION -  SPIDER
 NR0541  PID         -  NR0541
 NR0541  STATE/COUNTY-  WY/NATRONA
 NR0541  USGS QUAD   -  POISON SPIDER (1984)
 NR0541
 NR0541                         *CURRENT SURVEY CONTROL
 NR0541  ___________________________________________________________________
 NR0541* NAD 83(1993)-  42 51 11.94884(N)    106 51 03.66207(W)     ADJUSTED  
 NR0541* NAVD 88     -      1882.0    (meters)    6175.     (feet)  VERTCON   
 NR0541  ___________________________________________________________________
 NR0541  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 NR0541  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0541
 NR0541  HORZ ORDER  -  THIRD
 NR0541
 NR0541.The horizontal coordinates were established by classical geodetic methods
 NR0541.and adjusted by the National Geodetic Survey in January 1997..
 NR0541
 NR0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0541
 NR0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0541
 NR0541.The geoid height was determined by GEOID03.
 NR0541
 NR0541;                    North         East     Units Scale Factor Converg.
 NR0541;SPC WYEC     -   361,472.672   439,419.515   MT  0.99995661   +0 19 40.9
 NR0541;UTM  13      - 4,746,188.123   348,766.231   MT  0.99988138   -1 15 33.0
 NR0541
 NR0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0541!SPC WYEC     -   0.99970700  x   0.99995661  =   0.99966362
 NR0541!UTM  13      -   0.99970700  x   0.99988138  =   0.99958841
 NR0541
 NR0541                          SUPERSEDED SURVEY CONTROL
 NR0541
 NR0541  NAD 83(1986)-  42 51 11.93677(N)    106 51 03.63442(W) AD(       ) 3
 NR0541  NGVD 29 (09/08/93) 1881.0    (m)         6171.     (f) VERT ANG       
 NR0541
 NR0541.Superseded values are not recommended for survey control.
 NR0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0541.See file dsdata.txt to determine how the superseded data were derived.
 NR0541
 NR0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH4876646188(NAD 83)
 NR0541_MARKER: DS = TRIANGULATION STATION DISK
 NR0541_SETTING: 0 = UNSPECIFIED SETTING
 NR0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0541
 NR0541  HISTORY     - Date     Condition        Report By
 NR0541  HISTORY     - 1948     MONUMENTED       USGS
 NR0541
 NR0541                          STATION DESCRIPTION
 NR0541
 NR0541'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0541'LOCATED 5 MI. W. OF THE POISON SPIDER OIL FIELDS.
 NR0541'
 NR0541'TO REACH FROM CASPER POST OFFICE, GO W. ON U.S. HIGHWAY 20 FOR 3.5 MI.
 NR0541'TO JUNCTION OF POISON SPIDER RD., TURN LEFT AND FOLLOW THE POISON
 NR0541'SPIDER RD. SW. AND W. FOR 18.2 MI. TO A WOODEN BRIDGE OVER CREEK,
 NR0541'CONTINUE ON FOR 2.9 MI. TO A CROSSROADS AT SEVERAL MAIL BOXES, TURN
 NR0541'LEFT ONTO DIRT RD. AND GO W. 1.9 MI. TO RD. FORK, TAKE RIGHT FORK AND
 NR0541'GO W. FOR 2.3 MI. TO CATTLEGUARD, CONTINUE ALONG MAIN RD. FOR 1.4 MI.
 NR0541'TO ANOTHER CATTLEGUARD, CONTINUE 1.5 MI. TO T-INTERSECTION AT A
 NR0541'CATTLEGUARD AND TWO MAIL BOXES, ONE WITH THE NAME ---DODD--- ON IT,
 NR0541'CONTINUE W. 0.2 MI. TO DIM RD. TAKING OFF TO THE RIGHT, TURN RIGHT
 NR0541'AND GO NW. AND N. AND NE. FOR 2.4 MI., THEN GO E. AND SE. ACROSS
 NR0541'COUNTRY 0.4 MI. TO TOP OF HIGHEST HILL AND STATION.
 NR0541'
 NR0541'STATION MARK--STANDARD TABLET STAMPED---SPIDER 1947---, AND SET IN
 NR0541'TOP OF A CONCRETE MONUMENT.
 NR0541'
 NR0541'REFERENCE MARKS--1-1/2 IN. IRON PIPE IN A PILE OF STONES AND 4 IN.
 NR0541'ABOVE GROUND, NO. 1 BEING 41.43 FT. E. NE. OF THE STATION MARK AND
 NR0541'NO. 2 BEING 40.11 FT. S. SW. OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0919 ***********************************************************************
 PY0919  DESIGNATION -  SPIKE 1
 PY0919  PID         -  PY0919
 PY0919  STATE/COUNTY-  WY/PARK
 PY0919  USGS QUAD   -  BEACH LAKE (1986)
 PY0919
 PY0919                         *CURRENT SURVEY CONTROL
 PY0919  ___________________________________________________________________
 PY0919* NAD 83(1986)-  44 36 40.     (N)    110 31 43.     (W)     SCALED    
 PY0919* NAVD 88     -      2429.178  (meters)    7969.73   (feet)  ADJUSTED  
 PY0919  ___________________________________________________________________
 PY0919  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 PY0919  DYNAMIC HT  -        2427.566 (meters)    7964.44  (feet)  COMP
 PY0919  MODELED GRAV-     979,866.0   (mgal)                       NAVD 88
 PY0919
 PY0919  VERT ORDER  -  FIRST     CLASS II
 PY0919
 PY0919.The horizontal coordinates were scaled from a topographic map and have
 PY0919.an estimated accuracy of +/- 6 seconds.
 PY0919
 PY0919.The orthometric height was determined by differential leveling
 PY0919.and adjusted by the National Geodetic Survey in June 1991..
 PY0919
 PY0919.The geoid height was determined by GEOID03.
 PY0919
 PY0919.The dynamic height is computed by dividing the NAVD 88
 PY0919.geopotential number by the normal gravity value computed on the
 PY0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0919.degrees latitude (g = 980.6199 gals.).
 PY0919
 PY0919.The modeled gravity was interpolated from observed gravity values.
 PY0919
 PY0919;                    North         East    Units  Estimated Accuracy
 PY0919;SPC WYWC     -   458,190.      458,830.      MT  (+/- 180 meters Scaled)
 PY0919
 PY0919                          SUPERSEDED SURVEY CONTROL
 PY0919
 PY0919  NGVD 29 (08/20/92) 2427.786  (m)         7965.16   (f) ADJUSTED    1 2
 PY0919
 PY0919.Superseded values are not recommended for survey control.
 PY0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0919.See file dsdata.txt to determine how the superseded data were derived.
 PY0919
 PY0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ374398(NAD 83)
 PY0919_MARKER: S = SPIKE
 PY0919_SETTING: 0 = UNSPECIFIED SETTING
 PY0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0919
 PY0919  HISTORY     - Date     Condition        Report By
 PY0919  HISTORY     - 1987     MONUMENTED       NGS
 PY0919
 PY0919                          STATION DESCRIPTION
 PY0919
 PY0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0919'17.9 KM (11.10 MI) SW FROM CANYON JUNCTION.
 PY0919'A SPIKE IN THE BASE OF A TREE AT THE SADDLE OF A LOW RIDGE AND ALONG
 PY0919'THE SOUTH EDGE OF THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0920 ***********************************************************************
 PY0920  DESIGNATION -  SPIKE 2
 PY0920  PID         -  PY0920
 PY0920  STATE/COUNTY-  WY/PARK
 PY0920  USGS QUAD   -  BEACH LAKE (1986)
 PY0920
 PY0920                         *CURRENT SURVEY CONTROL
 PY0920  ___________________________________________________________________
 PY0920* NAD 83(1986)-  44 36 24.     (N)    110 34 11.     (W)     SCALED    
 PY0920* NAVD 88     -      2442.284  (meters)    8012.73   (feet)  ADJUSTED  
 PY0920  ___________________________________________________________________
 PY0920  GEOID HEIGHT-          -8.67  (meters)                     GEOID03
 PY0920  DYNAMIC HT  -        2440.659 (meters)    8007.40  (feet)  COMP
 PY0920  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 PY0920
 PY0920  VERT ORDER  -  FIRST     CLASS II
 PY0920
 PY0920.The horizontal coordinates were scaled from a topographic map and have
 PY0920.an estimated accuracy of +/- 6 seconds.
 PY0920
 PY0920.The orthometric height was determined by differential leveling
 PY0920.and adjusted by the National Geodetic Survey in June 1991..
 PY0920
 PY0920.The geoid height was determined by GEOID03.
 PY0920
 PY0920.The dynamic height is computed by dividing the NAVD 88
 PY0920.geopotential number by the normal gravity value computed on the
 PY0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0920.degrees latitude (g = 980.6199 gals.).
 PY0920
 PY0920.The modeled gravity was interpolated from observed gravity values.
 PY0920
 PY0920;                    North         East    Units  Estimated Accuracy
 PY0920;SPC WYWC     -   457,770.      455,550.      MT  (+/- 180 meters Scaled)
 PY0920
 PY0920                          SUPERSEDED SURVEY CONTROL
 PY0920
 PY0920  NGVD 29 (08/20/92) 2440.889  (m)         8008.15   (f) ADJUSTED    1 2
 PY0920
 PY0920.Superseded values are not recommended for survey control.
 PY0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0920.See file dsdata.txt to determine how the superseded data were derived.
 PY0920
 PY0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ341393(NAD 83)
 PY0920_MARKER: S = SPIKE
 PY0920_SETTING: 0 = UNSPECIFIED SETTING
 PY0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0920
 PY0920  HISTORY     - Date     Condition        Report By
 PY0920  HISTORY     - 1987     MONUMENTED       NGS
 PY0920
 PY0920                          STATION DESCRIPTION
 PY0920
 PY0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0920'21.7 KM (13.50 MI) SW FROM CANYON JUNCTION.
 PY0920'A SPIKE IN THE BASE OF A LARGE DEAD TREE, APPROXIMATELY 40.0 M (131.2
 PY0920'FT) NORTH OF THE TRAIL.
 PY0920'THE MARK IS 3.0 M ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0924 ***********************************************************************
 PY0924  DESIGNATION -  SPIKE 3
 PY0924  PID         -  PY0924
 PY0924  STATE/COUNTY-  WY/TETON
 PY0924  USGS QUAD   -  MARY LAKE (1986)
 PY0924
 PY0924                         *CURRENT SURVEY CONTROL
 PY0924  ___________________________________________________________________
 PY0924* NAD 83(1986)-  44 35 57.     (N)    110 41 34.     (W)     SCALED    
 PY0924* NAVD 88     -      2234.519  (meters)    7331.08   (feet)  ADJUSTED  
 PY0924  ___________________________________________________________________
 PY0924  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 PY0924  DYNAMIC HT  -        2233.110 (meters)    7326.46  (feet)  COMP
 PY0924  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 PY0924
 PY0924  VERT ORDER  -  FIRST     CLASS II
 PY0924
 PY0924.The horizontal coordinates were scaled from a topographic map and have
 PY0924.an estimated accuracy of +/- 6 seconds.
 PY0924
 PY0924.The orthometric height was determined by differential leveling
 PY0924.and adjusted by the National Geodetic Survey in June 1991..
 PY0924
 PY0924.The geoid height was determined by GEOID03.
 PY0924
 PY0924.The dynamic height is computed by dividing the NAVD 88
 PY0924.geopotential number by the normal gravity value computed on the
 PY0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0924.degrees latitude (g = 980.6199 gals.).
 PY0924
 PY0924.The modeled gravity was interpolated from observed gravity values.
 PY0924
 PY0924;                    North         East    Units  Estimated Accuracy
 PY0924;SPC WY W     -   555,500.      751,620.      MT  (+/- 180 meters Scaled)
 PY0924
 PY0924                          SUPERSEDED SURVEY CONTROL
 PY0924
 PY0924  NGVD 29 (08/20/92) 2233.177  (m)         7326.68   (f) ADJUSTED    1 2
 PY0924
 PY0924.Superseded values are not recommended for survey control.
 PY0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0924.See file dsdata.txt to determine how the superseded data were derived.
 PY0924
 PY0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ243384(NAD 83)
 PY0924_MARKER: S = SPIKE
 PY0924_SETTING: 0 = UNSPECIFIED SETTING
 PY0924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0924
 PY0924  HISTORY     - Date     Condition        Report By
 PY0924  HISTORY     - 1987     MONUMENTED       NGS
 PY0924
 PY0924                          STATION DESCRIPTION
 PY0924
 PY0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0924'21.6 KM (13.40 MI) SE FROM MADISON JUNCTION.
 PY0924'A SPIKE IN THE BASE OF A LARGE TREE ABOUT 0.1 KM (0.05 MI) EAST OF
 PY0924'COWAN CREEK, AT THE NORTH EDGE OF A LARGE MARSHY OPEN PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0929 ***********************************************************************
 PY0929  DESIGNATION -  SPIKE 4
 PY0929  PID         -  PY0929
 PY0929  STATE/COUNTY-  WY/PARK
 PY0929  USGS QUAD   -  MARY LAKE (1986)
 PY0929
 PY0929                         *CURRENT SURVEY CONTROL
 PY0929  ___________________________________________________________________
 PY0929* NAD 83(1986)-  44 35 55.     (N)    110 39 02.     (W)     SCALED    
 PY0929* NAVD 88     -      2388.787  (meters)    7837.21   (feet)  ADJUSTED  
 PY0929  ___________________________________________________________________
 PY0929  GEOID HEIGHT-          -8.73  (meters)                     GEOID03
 PY0929  DYNAMIC HT  -        2387.190 (meters)    7831.97  (feet)  COMP
 PY0929  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 PY0929
 PY0929  VERT ORDER  -  FIRST     CLASS II
 PY0929
 PY0929.The horizontal coordinates were scaled from a topographic map and have
 PY0929.an estimated accuracy of +/- 6 seconds.
 PY0929
 PY0929.The orthometric height was determined by differential leveling
 PY0929.and adjusted by the National Geodetic Survey in June 1991..
 PY0929
 PY0929.The geoid height was determined by GEOID03.
 PY0929
 PY0929.The dynamic height is computed by dividing the NAVD 88
 PY0929.geopotential number by the normal gravity value computed on the
 PY0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0929.degrees latitude (g = 980.6199 gals.).
 PY0929
 PY0929.The modeled gravity was interpolated from observed gravity values.
 PY0929
 PY0929;                    North         East    Units  Estimated Accuracy
 PY0929;SPC WYWC     -   457,020.      449,110.      MT  (+/- 180 meters Scaled)
 PY0929
 PY0929                          SUPERSEDED SURVEY CONTROL
 PY0929
 PY0929  NGVD 29 (08/20/92) 2387.377  (m)         7832.59   (f) ADJUSTED    1 2
 PY0929
 PY0929.Superseded values are not recommended for survey control.
 PY0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0929.See file dsdata.txt to determine how the superseded data were derived.
 PY0929
 PY0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ277384(NAD 83)
 PY0929_MARKER: S = SPIKE
 PY0929_SETTING: 0 = UNSPECIFIED SETTING
 PY0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0929
 PY0929  HISTORY     - Date     Condition        Report By
 PY0929  HISTORY     - 1987     MONUMENTED       NGS
 PY0929
 PY0929                          STATION DESCRIPTION
 PY0929
 PY0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0929'24.9 KM (15.45 MI) SE FROM MADISON JUNCTION.
 PY0929'A SPIKE IN THE BASE OF A TREE, 7.0 M (23.0 FT) SOUTHEAST OF THE
 PY0929'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0930 ***********************************************************************
 PY0930  DESIGNATION -  SPIKE 5
 PY0930  PID         -  PY0930
 PY0930  STATE/COUNTY-  WY/PARK
 PY0930  USGS QUAD   -  MARY LAKE (1986)
 PY0930
 PY0930                         *CURRENT SURVEY CONTROL
 PY0930  ___________________________________________________________________
 PY0930* NAD 83(1986)-  44 35 54.     (N)    110 39 35.     (W)     SCALED    
 PY0930* NAVD 88     -      2327.189  (meters)    7635.12   (feet)  ADJUSTED  
 PY0930  ___________________________________________________________________
 PY0930  GEOID HEIGHT-          -8.73  (meters)                     GEOID03
 PY0930  DYNAMIC HT  -        2325.652 (meters)    7630.08  (feet)  COMP
 PY0930  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 PY0930
 PY0930  VERT ORDER  -  FIRST     CLASS II
 PY0930
 PY0930.The horizontal coordinates were scaled from a topographic map and have
 PY0930.an estimated accuracy of +/- 6 seconds.
 PY0930
 PY0930.The orthometric height was determined by differential leveling
 PY0930.and adjusted by the National Geodetic Survey in June 1991..
 PY0930
 PY0930.The geoid height was determined by GEOID03.
 PY0930
 PY0930.The dynamic height is computed by dividing the NAVD 88
 PY0930.geopotential number by the normal gravity value computed on the
 PY0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0930.degrees latitude (g = 980.6199 gals.).
 PY0930
 PY0930.The modeled gravity was interpolated from observed gravity values.
 PY0930
 PY0930;                    North         East    Units  Estimated Accuracy
 PY0930;SPC WYWC     -   457,010.      448,390.      MT  (+/- 180 meters Scaled)
 PY0930
 PY0930                          SUPERSEDED SURVEY CONTROL
 PY0930
 PY0930  NGVD 29 (08/20/92) 2325.791  (m)         7630.53   (f) ADJUSTED    1 2
 PY0930
 PY0930.Superseded values are not recommended for survey control.
 PY0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0930.See file dsdata.txt to determine how the superseded data were derived.
 PY0930
 PY0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ270383(NAD 83)
 PY0930_MARKER: S = SPIKE
 PY0930_SETTING: 0 = UNSPECIFIED SETTING
 PY0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY0930
 PY0930  HISTORY     - Date     Condition        Report By
 PY0930  HISTORY     - 1955     MONUMENTED       USGS
 PY0930  HISTORY     - 1987     GOOD             NGS
 PY0930
 PY0930                          STATION DESCRIPTION
 PY0930
 PY0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0930'24.6 KM (15.30 MI) SE FROM MADISON JUNCTION.
 PY0930'A RAILROAD SPIKE IN THE BASE OF A LARGE DEAD TREE, 3.0 M (9.8 FT)
 PY0930'NORTH OF THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0614 ***********************************************************************
 NQ0614  DESIGNATION -  SPLIT ROCK
 NQ0614  PID         -  NQ0614
 NQ0614  STATE/COUNTY-  WY/ALBANY
 NQ0614  USGS QUAD   -  DAVIDSON FLATS (1992)
 NQ0614
 NQ0614                         *CURRENT SURVEY CONTROL
 NQ0614  ___________________________________________________________________
 NQ0614* NAD 83(1993)-  42 00 59.32730(N)    105 23 45.18406(W)     ADJUSTED  
 NQ0614* NAVD 88     -      2532.3    (meters)    8308.     (feet)  VERTCON   
 NQ0614  ___________________________________________________________________
 NQ0614  LAPLACE CORR-          -8.89  (seconds)                    DEFLEC99
 NQ0614  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 NQ0614
 NQ0614  HORZ ORDER  -  FIRST
 NQ0614
 NQ0614.The horizontal coordinates were established by classical geodetic methods
 NQ0614.and adjusted by the National Geodetic Survey in January 1997..
 NQ0614
 NQ0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0614
 NQ0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0614
 NQ0614.The geoid height was determined by GEOID03.
 NQ0614
 NQ0614;                    North         East     Units Scale Factor Converg.
 NQ0614;SPC WY E     -   168,433.489   181,015.213   MT  0.99994193   -0 09 12.3
 NQ0614;UTM  13      - 4,651,681.758   467,222.224   MT  0.99961322   -0 15 53.9
 NQ0614
 NQ0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0614!SPC WY E     -   0.99960484  x   0.99994193  =   0.99954679
 NQ0614!UTM  13      -   0.99960484  x   0.99961322  =   0.99921821
 NQ0614
 NQ0614|---------------------------------------------------------------------|
 NQ0614| PID    Reference Object                     Distance      Geod. Az  |
 NQ0614|                                                           dddmmss.s |
 NQ0614| CQ4105 SPLIT ROCK RM 2                       9.708 METERS 00057     |
 NQ0614| CQ4103 SPLIT ROCK AZ MK                                   0142603.2 |
 NQ0614| CQ4104 SPLIT ROCK RM 1                      16.685 METERS 12135     |
 NQ0614| MO1307 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.55.1 KM 2313118.6 |
 NQ0614|---------------------------------------------------------------------|
 NQ0614
 NQ0614                          SUPERSEDED SURVEY CONTROL
 NQ0614
 NQ0614  NAD 83(1986)-  42 00 59.31047(N)    105 23 45.17760(W) AD(       ) 1
 NQ0614  NAD 27      -  42 00 59.42200(N)    105 23 43.22300(W) AD(       ) 1
 NQ0614  NGVD 29 (07/19/86) 2531.4    (m)         8305.     (f) VERT ANG       
 NQ0614
 NQ0614.Superseded values are not recommended for survey control.
 NQ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0614.See file dsdata.txt to determine how the superseded data were derived.
 NQ0614
 NQ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG6722251682(NAD 83)
 NQ0614_MARKER: DS = TRIANGULATION STATION DISK
 NQ0614_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0614
 NQ0614  HISTORY     - Date     Condition        Report By
 NQ0614  HISTORY     - 1933     MONUMENTED       CGS
 NQ0614  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NQ0614  HISTORY     - 1953     GOOD             USGS
 NQ0614
 NQ0614                          STATION DESCRIPTION
 NQ0614
 NQ0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 NQ0614'ABOUT 22 MILES WEST OF WHEATLAND, ON HIGHEST POINT OF PROMINENT
 NQ0614'MOUNTAIN KNOWN LOCALLY AS PINE MOUNTAIN, IN T. 24 N., R. 72 W.,
 NQ0614'ON HIGHEST POINT OF ROCK (TOWERING ABOUT 50 FEET ABOVE GROUND
 NQ0614'AT BASE).  TOP OF MOUNTAIN IS RATHER POINTED AND HAS NOTCH AT
 NQ0614'ITS CENTER, PART TO NORTH OF NOTCH BEING HIGHER POINT.  TO
 NQ0614'REACH FROM COURTHOUSE IN WHEATLAND, GO NORTH 4-1/2 BLOCKS ON
 NQ0614'HIGHWAY TO OAK STREET, TURN LEFT ONTO OAK STREET AND GO 4.6
 NQ0614'MILES, TURN RIGHT AND GO 2.0 MILES TO T-INTERSECTION, TURN
 NQ0614'LEFT AND GO 4.4 MILES, TURN LEFT ONTO PALMER CANYON ROAD
 NQ0614'(MAIN-TRAVELED ROAD) AND GO 17.3 MILES, TURN LEFT AND GO 0.2
 NQ0614'MILE TO HALLS RANCH, FOLLOW LEFT FORK (MAIN-TRAVELED ROAD)
 NQ0614'DOWN CANYON 2.8 MILES TO HOUSE AND END OF ROAD, AND PACK
 NQ0614'UP MOUNTAIN TO THE NORTH TO STATION.  MARKED BY STANDARD
 NQ0614'STATION DISK IN BEDROCK.  REFERENCE MARKS ARE
 NQ0614'STANDARD REFERENCE DISKS IN CONCRETE.  NO.
 NQ0614'1 IS AT EDGE OF CLIFF, AND 16.74 METERS (54.9 FEET) FROM
 NQ0614'STATION.  NO. 2 IS AT EDGE OF
 NQ0614'CLIFF, AND 9.71 METERS (31.9 FEET) FROM STATION.
 NQ0614
 NQ0614                          STATION RECOVERY (1948)
 NQ0614
 NQ0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0614'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND AS
 NQ0614'PREVIOUSLY DESCRIBED.
 NQ0614'
 NQ0614'THE STATION IS LOCATED ABOUT 22 MILES WEST OF WHEATLAND ON
 NQ0614'THE HIGHEST POINT OF A PROMINENT MOUNTAIN LOCALLY KNOWN AS
 NQ0614'PINE MOUNTAIN.  THE TOP IS RATHER POINTED AND HAS A NOTCH
 NQ0614'IN THE CENTER.  THE POINT TO THE NORTH OF NOTCH IS THE HIGHEST
 NQ0614'POINT.  THIS PEAK SHOULD NOT BE CONFUSED WITH THE ONE TO THE
 NQ0614'EAST WHICH IS SIMILAR IN APPEARANCE BUT LOWER.  THE STATION
 NQ0614'MARK PROJECTS 2 FEET, IS SET 50 FEET
 NQ0614'NORTH OF SOUTH EDGE OF CLIFF, 20 FEET WEST OF EAST OF CLIFF
 NQ0614'AND IS STAMPED, SPLIT ROCK 1933.
 NQ0614'
 NQ0614'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE IN A BOULDER, FLUSH AND
 NQ0614'IS 4 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED, SPLIT ROCK
 NQ0614'NO. 1 1933.
 NQ0614'
 NQ0614'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN A BOULDER, FLUSH AND
 NQ0614'IS APPROXIMATELY THE SAME ELEVATION AS STATION MARK.  IT IS STAMPED,
 NQ0614'SPLIT ROCK NO. 2 1933.
 NQ0614'
 NQ0614'THE AZIMUTH MARK IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 NQ0614'PROJECTS 8 INCHES, IS 150 YARDS EAST OF HALL RANCH, 20 PACES NORTHEAST
 NQ0614'OF WINDCHARGER, 20 PACES EAST OF PINE TREE AND 5 FEET WEST OF
 NQ0614'WHITE WITNESS POST.  IT IS STAMPED, SPLIT ROCK 1948.
 NQ0614'
 NQ0614'TO REACH THE STATION FROM WHEATLAND.  GO NORTH ON U.S. HIGHWAY
 NQ0614'87 4-1/2 BLOCKS FROM THE COURTHOUSE TO OAK STREET.  TURN LEFT
 NQ0614'ON OAK STREET AND GO 4.6 MILES TO T INTERSECTION.  TURN LEFT
 NQ0614'AND GO SOUTH FOR 1 MILE TO INTERSECTION.  TURN RIGHT, WEST, AND
 NQ0614'GO 2.6 MILES TO FORK JUST AFTER CROSSING CATTLE GUARD.  TAKE
 NQ0614'RIGHT FOR FOR 18.2 MILES TO FORK AND SIGN HALL RANCH.  TURN
 NQ0614'LEFT AND GO 0.2 MILE TO HALL RANCH AND AZIMUTH MARK ON LEFT.
 NQ0614'CONTINUE STRAIGHT AHEAD 0.2 MILE TO FORK AND IRON GATE ON
 NQ0614'RIGHT.  TURN RIGHT, PASSING THROUGH IRON GATE AND GO 2.7
 NQ0614'MILES TO OLD FRAME HOUSE AND END OF TRUCK TRAVEL.  HERE PACK
 NQ0614'WEST ACROSS CREEK TO TOP OF RIDGE.  THENCE INTO CANYON ON
 NQ0614'LEFT.  FOLLOW CANYON TO TOP OF MOUNTAIN.  HERE GO LEFT,
 NQ0614'SOUTH, ALONG TOP OF MOUNTAIN TO HIGHEST POINT AND STATION.
 NQ0614'A 2-1/2 HOUR PACK.
 NQ0614
 NQ0614                          STATION RECOVERY (1953)
 NQ0614
 NQ0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NQ0614'RECOVERED.
 NQ0614'
 NQ0614'STATION MARK--STANDARD USC AND GS DISK, SET IN BEDROCK, STAMPED
 NQ0614'---SPLIT ROCK 1933---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0458 ***********************************************************************
 NR0458  DESIGNATION -  SPLITROCK
 NR0458  PID         -  NR0458
 NR0458  STATE/COUNTY-  WY/FREMONT
 NR0458  USGS QUAD   -  SPLIT ROCK NW (1984)
 NR0458
 NR0458                         *CURRENT SURVEY CONTROL
 NR0458  ___________________________________________________________________
 NR0458* NAD 83(1993)-  42 26 18.50666(N)    107 38 32.29579(W)     ADJUSTED  
 NR0458* NAVD 88     -      2020.8    (meters)    6630.     (feet)  VERTCON   
 NR0458  ___________________________________________________________________
 NR0458  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 NR0458  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 NR0458
 NR0458  HORZ ORDER  -  THIRD
 NR0458
 NR0458.The horizontal coordinates were established by classical geodetic methods
 NR0458.and adjusted by the National Geodetic Survey in January 1997..
 NR0458
 NR0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0458
 NR0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0458
 NR0458.The geoid height was determined by GEOID03.
 NR0458
 NR0458;                    North         East     Units Scale Factor Converg.
 NR0458;SPC WYWC     -   215,873.803   691,135.520   MT  1.00003965   +0 44 51.1
 NR0458;UTM  13      - 4,701,844.202   282,672.334   MT  1.00018115   -1 47 01.4
 NR0458
 NR0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0458!SPC WYWC     -   0.99968519  x   1.00003965  =   0.99972482
 NR0458!UTM  13      -   0.99968519  x   1.00018115  =   0.99986628
 NR0458
 NR0458:                Primary Azimuth Mark                     Grid Az
 NR0458:SPC WYWC     -  ORION                                    189 37 23.5
 NR0458:UTM  13      -  ORION                                    192 09 16.0
 NR0458
 NR0458|---------------------------------------------------------------------|
 NR0458| PID    Reference Object                     Distance      Geod. Az  |
 NR0458|                                                           dddmmss.s |
 NR0458| NR0456 ORION                               APPROX. 9.4 KM 1902214.6 |
 NR0458|---------------------------------------------------------------------|
 NR0458
 NR0458                          SUPERSEDED SURVEY CONTROL
 NR0458
 NR0458  NAD 83(1986)-  42 26 18.49378(N)    107 38 32.29252(W) AD(       ) 3
 NR0458  NAD 27      -  42 26 18.64766(N)    107 38 30.02839(W) AD(       ) 3
 NR0458  NGVD 29 (07/19/86) 2019.7    (m)         6626.     (f) VERT ANG       
 NR0458
 NR0458.Superseded values are not recommended for survey control.
 NR0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0458.See file dsdata.txt to determine how the superseded data were derived.
 NR0458
 NR0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH8267201844(NAD 83)
 NR0458
 NR0458  HISTORY     - Date     Condition        Report By
 NR0458  HISTORY     - 1948     MONUMENTED       USGS
 NR0458  HISTORY     - 1961     GOOD             USGS
 NR0458
 NR0458                          STATION DESCRIPTION
 NR0458
 NR0458'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 NR0458'STATION IS LOCATED ABOUT 2.0 MI. S. OF U.S. HIGHWAY 287.
 NR0458'
 NR0458'FROM ALCOVA POST OFFICE, TAKE STATE HIGHWAY 220 SW. 44.8 MI. TO THREE
 NR0458'FORKS INTERSECTION, TURN RIGHT 0.1 MI. TO U.S. HIGHWAY 287, CONTINUE
 NR0458'NW. 10.3 MI., TAKE RD. SW. (LABELED LECKENBY 46 RANCH), CONTINUE 0.4
 NR0458'MI. TO RD. FORK, CONTINUE SW. 1.4 MI. TO RD. FORK, CONTINUE RIGHT SW.
 NR0458'1.2 MI. TO CATTLEGUARD, CONTINUE THRU 0.5 MI. TO TOP OF RIDGE,
 NR0458'CONTINUE CROSS COUNTRY OVER FAINT RD. S. 0.9 MI. TO DRAIN, FOLLOW
 NR0458'DRAIN NE. TO TOP OF MESA.  WALK 100 YDS. S. TO STATION.
 NR0458'
 NR0458'RECOVERED.
 NR0458'
 NR0458'STATION MARK--STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 NR0458'6 IN. ABOVE GROUND, STAMPED ---SPLITROCK 1948---.
 NR0458'
 NR0458'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN TOP OF CONCRETE
 NR0458'POST PROJECTING 6 IN. ABOVE GROUND, 51.36 FT. FROM STATION,
 NR0458'S 44 DEG 33 MIN W, STAMPED ---SPLITROCK NO.1 1948---.
 NR0458'
 NR0458'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN TOP OF CONCRETE
 NR0458'POST PROJECTING 6 IN. ABOVE GROUND, 51.00 FT. FROM STATION,
 NR0458'N 57 DEG 51 MIN W, STAMPED ---SPLITROCK NO. 2 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0693 ***********************************************************************
 NQ0693  DESIGNATION -  SPOON
 NQ0693  PID         -  NQ0693
 NQ0693  STATE/COUNTY-  WY/GOSHEN
 NQ0693  USGS QUAD   -  SPOON BUTTE (1990)
 NQ0693
 NQ0693                         *CURRENT SURVEY CONTROL
 NQ0693  ___________________________________________________________________
 NQ0693* NAD 83(1993)-  42 20 38.76645(N)    104 05 35.40095(W)     ADJUSTED  
 NQ0693* NAVD 88     -      1525.1    (meters)    5004.     (feet)  VERTCON   
 NQ0693  ___________________________________________________________________
 NQ0693  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 NQ0693  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 NQ0693
 NQ0693  HORZ ORDER  -  THIRD
 NQ0693
 NQ0693.The horizontal coordinates were established by classical geodetic methods
 NQ0693.and adjusted by the National Geodetic Survey in January 1997..
 NQ0693
 NQ0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0693
 NQ0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0693
 NQ0693.The geoid height was determined by GEOID03.
 NQ0693
 NQ0693;                    North         East     Units Scale Factor Converg.
 NQ0693;SPC WY E     -   205,355.189   288,454.455   MT  1.00003373   +0 43 23.3
 NQ0693;UTM  13      - 4,688,380.784   574,696.082   MT  0.99966865   +0 36 39.1
 NQ0693
 NQ0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0693!SPC WY E     -   0.99976351  x   1.00003373  =   0.99979723
 NQ0693!UTM  13      -   0.99976351  x   0.99966865  =   0.99943223
 NQ0693
 NQ0693:                Primary Azimuth Mark                     Grid Az
 NQ0693:SPC WY E     -  LONE                                     003 44 00.6
 NQ0693:UTM  13      -  LONE                                     003 50 44.8
 NQ0693
 NQ0693|---------------------------------------------------------------------|
 NQ0693| PID    Reference Object                     Distance      Geod. Az  |
 NQ0693|                                                           dddmmss.s |
 NQ0693| NQ0691 LONE                                APPROX.11.4 KM 0042723.9 |
 NQ0693|---------------------------------------------------------------------|
 NQ0693
 NQ0693                          SUPERSEDED SURVEY CONTROL
 NQ0693
 NQ0693  NAD 83(1986)-  42 20 38.74194(N)    104 05 35.40698(W) AD(       ) 3
 NQ0693  NGVD 29 (09/11/89) 1524.3    (m)         5001.     (f) VERT ANG       
 NQ0693
 NQ0693.Superseded values are not recommended for survey control.
 NQ0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0693.See file dsdata.txt to determine how the superseded data were derived.
 NQ0693
 NQ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7469688381(NAD 83)
 NQ0693_MARKER: DS = TRIANGULATION STATION DISK
 NQ0693_SETTING: 0 = UNSPECIFIED SETTING
 NQ0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0693
 NQ0693  HISTORY     - Date     Condition        Report By
 NQ0693  HISTORY     - 1974     MONUMENTED       USGS
 NQ0693
 NQ0693                          STATION DESCRIPTION
 NQ0693
 NQ0693'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0693'THE STATION IS LOCATED ON A LOW TOP ON THE NW. PART OF SPOON BUTTE,
 NQ0693'ABOUT 17 MI. (AIRLINE) SE. OF JAY EM, WYOMING, ABOUT 20 MI. (AIRLINE)
 NQ0693'NE. OF LINGLE, WYOMING, 11 FT. S. AND 41 FT. E. OF CAIRN, ON PROPERTY
 NQ0693'OF RANDALL LAY WHO LIVES ABOUT 1.5 MI. S. OF STATION.
 NQ0693'
 NQ0693'TO REACH STATION FROM HIGHWAY AT E. EDGE OF JAY EM, WYOMING, GO S. ON
 NQ0693'U.S. HIGHWAY 85 FOR 0.6 MI.  TURN LEFT OFF HIGHWAY AND FOLLOW GRADED
 NQ0693'RD. E. FOR 3.2 MI. TO RD. FORK.  TAKE RIGHT FORK S. FOR 1.0 MI. TO
 NQ0693'SHARP CURVE.  CONTINUE ON E. ALONG MAIN RD. FOR 7.0 MI. TO RD. FORK.
 NQ0693'TAKE RIGHT FORK AND FOLLOW MAIN RD. S. FOR 5.1 MI.  TURN LEFT ON
 NQ0693'GRADED RD. AND FOLLOW MAIN TRACK RD. E. FOR 3.2 MI. TO RD. FORK AT N.
 NQ0693'EDGE OF HAY FIELDS.  TAKE LEFT FORK E. ACROSS DRAIN FOR 0.05 MI. TO
 NQ0693'RD. FORK.  TAKE LEFT FORK FOR 0.05 MI. TO GATE.  PASS THROUGH GATE
 NQ0693'AND FOLLOW MAIN TRACK RD. E. AND S. FOR 1.5 MI. TO GATE JUST W. OF
 NQ0693'FENCE CORNER.  PASS THROUGH GATE AND FOLLOW TRACK RD. E. FOR 1.3 MI.
 NQ0693'TO GATE.  PASS THROUGH GATE AND GO SE. FOR 0.9 MI. TO WINDMILL.  TAKE
 NQ0693'COW PATH SSW. FOR 0.35 MI. TO MOUTH OF SMALL CANYON.  WITH FOUR WHEEL
 NQ0693'DRIVE VEHICLE FOLLOW ROUGH TRAIL UP CANYON FOR 0.15 MI. TO TOP OF
 NQ0693'MESA.  DRIVE ON SW. FOR 0.2 MI. TO TWO GATES AT SW. EDGE OF MESA.
 NQ0693'PASS THROUGH GATES AND DRIVE NW. ACROSS COUNTY FOR 1.9 MI. TO TOP ON
 NQ0693'NW. PART OF MESA AND STATION SITE.
 NQ0693'
 NQ0693'STATION MARK--STANDARD ALUMINUM TABLET SET IN A ROCK OUTCROP FLUSH
 NQ0693'WITH THE GROUND, STAMPED---SPOON-ET 1974---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0214 ***********************************************************************
 NS0214  DESIGNATION -  SPOT
 NS0214  PID         -  NS0214
 NS0214  STATE/COUNTY-  WY/SWEETWATER
 NS0214  USGS QUAD   -  THE PINNACLES (1986)
 NS0214
 NS0214                         *CURRENT SURVEY CONTROL
 NS0214  ___________________________________________________________________
 NS0214* NAD 83(1993)-  42 01 12.93361(N)    108 44 35.04493(W)     ADJUSTED  
 NS0214* NAVD 88     -      2207.0    (meters)    7241.     (feet)  VERTCON   
 NS0214  ___________________________________________________________________
 NS0214  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 NS0214  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 NS0214
 NS0214  HORZ ORDER  -  THIRD
 NS0214
 NS0214.The horizontal coordinates were established by classical geodetic methods
 NS0214.and adjusted by the National Geodetic Survey in January 1997..
 NS0214
 NS0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0214
 NS0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0214
 NS0214.The geoid height was determined by GEOID03.
 NS0214
 NS0214;                    North         East     Units Scale Factor Converg.
 NS0214;SPC WYWC     -   168,827.874   600,574.100   MT  0.99993750   +0 00 16.7
 NS0214;UTM  12      - 4,654,489.831   686,859.543   MT  1.00002966   +1 30 40.4
 NS0214
 NS0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0214!SPC WYWC     -   0.99965615  x   0.99993750  =   0.99959367
 NS0214!UTM  12      -   0.99965615  x   1.00002966  =   0.99968580
 NS0214
 NS0214:                Primary Azimuth Mark                     Grid Az
 NS0214:SPC WYWC     -  27SC                                     036 53 04.0
 NS0214:UTM  12      -  27SC                                     035 22 40.3
 NS0214
 NS0214|---------------------------------------------------------------------|
 NS0214| PID    Reference Object                     Distance      Geod. Az  |
 NS0214|                                                           dddmmss.s |
 NS0214| NS0213 27SC                                APPROX.10.1 KM 0365320.7 |
 NS0214|---------------------------------------------------------------------|
 NS0214
 NS0214                          SUPERSEDED SURVEY CONTROL
 NS0214
 NS0214  NAD 83(1986)-  42 01 12.91988(N)    108 44 35.04201(W) AD(       ) 3
 NS0214  NAD 27      -  42 01 13.06442(N)    108 44 32.63771(W) AD(       ) 3
 NS0214  NGVD 29 (07/19/86) 2205.7    (m)         7237.     (f) VERT ANG       
 NS0214
 NS0214.Superseded values are not recommended for survey control.
 NS0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0214.See file dsdata.txt to determine how the superseded data were derived.
 NS0214
 NS0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM8686054490(NAD 83)
 NS0214_MARKER: DD = SURVEY DISK
 NS0214_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NS0214_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NS0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0214
 NS0214  HISTORY     - Date     Condition        Report By
 NS0214  HISTORY     - 1957     MONUMENTED       USGS
 NS0214
 NS0214                          STATION DESCRIPTION
 NS0214
 NS0214'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NS0214'STATION IS LOCATED ABOUT 20.8 MI. AIRLINE NE. OF SUPEROIR, WYOMING
 NS0214'10.4 MI. AIRLINE N. OF BLACK ROCK BUTTE AND N. OF SAND DUNES IN SEC.
 NS0214'28,T.24 N.,R.100 W., ON THE HIGHEST PART OF E-W RIDGE.
 NS0214'
 NS0214'STATION IS REACHED VIA HELICOPTER.
 NS0214'
 NS0214'STATION MARK - STANDARD TABLET SET IN TOP OF 3/4 IN. IRON PIPE AND
 NS0214'PROJECTING 0.1 FT. ABOVE GROUND.  STAMPED ---SPOT 1957 7235---.
 NS0214'
 NS0214'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0445 ***********************************************************************
 PW0445  DESIGNATION -  SPOTTED
 PW0445  PID         -  PW0445
 PW0445  STATE/COUNTY-  WY/CAMPBELL
 PW0445  USGS QUAD   -  CABIN CREEK SE (1971)
 PW0445
 PW0445                         *CURRENT SURVEY CONTROL
 PW0445  ___________________________________________________________________
 PW0445* NAD 83(1993)-  44 51 34.89587(N)    106 00 44.49917(W)     ADJUSTED  
 PW0445* NAVD 88     -      1280.6    (meters)    4201.     (feet)  VERTCON   
 PW0445  ___________________________________________________________________
 PW0445  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 PW0445  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 PW0445
 PW0445  HORZ ORDER  -  FIRST
 PW0445
 PW0445.The horizontal coordinates were established by classical geodetic methods
 PW0445.and adjusted by the National Geodetic Survey in January 1997..
 PW0445
 PW0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0445
 PW0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0445
 PW0445.The geoid height was determined by GEOID03.
 PW0445
 PW0445;                    North         East     Units Scale Factor Converg.
 PW0445;SPC WY E     -   484,620.972   133,161.312   MT  0.99999241   -0 35 47.6
 PW0445;SPC WYEC     -   585,122.016   504,401.916   MT  1.00007148   +0 55 54.7
 PW0445;SPC MT       -    73,908.069   875,592.531   MT  1.00008709   +2 33 04.4
 PW0445;SPC MT       -   242,480.54  2,872,678.91   iFT  1.00008709   +2 33 04.4
 PW0445;UTM  13      - 4,967,862.753   420,015.957   MT  0.99967867   -0 42 50.9
 PW0445
 PW0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0445!SPC WY E     -   0.99980158  x   0.99999241  =   0.99979400
 PW0445!SPC WYEC     -   0.99980158  x   1.00007148  =   0.99987305
 PW0445!SPC MT       -   0.99980158  x   1.00008709  =   0.99988866
 PW0445!UTM  13      -   0.99980158  x   0.99967867  =   0.99948032
 PW0445
 PW0445|---------------------------------------------------------------------|
 PW0445| PID    Reference Object                     Distance      Geod. Az  |
 PW0445|                                                           dddmmss.s |
 PW0445| CQ7371 SPOTTED RM 3                         19.105 METERS 10409     |
 PW0445| CQ7369 SPOTTED RM 1                         19.785 METERS 10429     |
 PW0445| CQ7368 SPOTTED AZ MK                                      1250437.6 |
 PW0445| CQ7372 SPOTTED RM 4                         15.748 METERS 18312     |
 PW0445| CQ7370 SPOTTED RM 2                         16.386 METERS 18338     |
 PW0445|---------------------------------------------------------------------|
 PW0445
 PW0445                          SUPERSEDED SURVEY CONTROL
 PW0445
 PW0445  NAD 83(1993)-  44 51 34.87824(N)    106 00 44.48487(W) AD(       ) 1
 PW0445  NAD 83(1986)-  44 51 34.87429(N)    106 00 44.46949(W) AD(       ) 1
 PW0445  NAD 27      -  44 51 34.92700(N)    106 00 42.39400(W) AD(       ) 1
 PW0445  NGVD 29 (07/19/86) 1279.9    (m)         4199.     (f) VERT ANG       
 PW0445
 PW0445.Superseded values are not recommended for survey control.
 PW0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0445.See file dsdata.txt to determine how the superseded data were derived.
 PW0445
 PW0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK2001667863(NAD 83)
 PW0445_MARKER: DS = TRIANGULATION STATION DISK
 PW0445_SETTING: 80 = SET IN A BOULDER
 PW0445_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 PW0445
 PW0445  HISTORY     - Date     Condition        Report By
 PW0445  HISTORY     - 1934     MONUMENTED       CGS
 PW0445  HISTORY     - 1949     GOOD             CGS
 PW0445  HISTORY     - 1971     GOOD             USGS
 PW0445  HISTORY     - 1989     GOOD             BLM
 PW0445
 PW0445                          STATION DESCRIPTION
 PW0445
 PW0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PW0445'STATION IS ABOUT 13 MILES NORTHWEST OF THE SPOTTED HORSE STORE
 PW0445'ON A FLAT, GRASSY MESA WITH PINE TREES AROUND THE EDGE.  IT
 PW0445'IS IN T. 56 N., R. 76 W., ABOUT 3/4 MILE EAST OF THE WEST
 PW0445'BOUNDARY OF CAMPBELL COUNTY.
 PW0445'
 PW0445'THE STATION IS REACHED FROM ARVADA BY GOING NORTH ON THE
 PW0445'GRAVELED ROAD 3.2 MILES TO U.S. HIGHWAY 16.  TURN EAST ON
 PW0445'HIGHWAY 16 AND GO 11.9 MILES TO A ROAD LEADING TO THE NORTH.
 PW0445'TAKE THIS ROAD 0.65 MILE TO A FORK.  TAKE THE FORK STRAIGHT
 PW0445'AHEAD 3.25 MILES TO A FORK.  TAKE THE LEFT FORK 1.7 MILES TO A
 PW0445'FORK.  TAKE THE LEFT FORK AT A SCHOOLHOUSE AND GO 0.6 MILE TO A
 PW0445'GATE.  CONTINUE 0.1 MILE TO A FORK.  TAKE THE LEFT FORK 0.4
 PW0445'MILE TO A GATE.  CONTINUE 0.1 MILE TO A FORK.  TAKE THE RIGHT
 PW0445'FORK 2.1 MILES TO A GATE, PASS THROUGH THE GATE, TURN RIGHT,
 PW0445'AND GO NORTH 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK 0.25
 PW0445'MILE TO A LOG HOUSE ON THE WEST SIDE OF THE ROAD.  CONTINUE
 PW0445'STRAIGHT AHEAD 0.6 MILE TO A FORK.  TAKE THE LEFT FORK
 PW0445'0.25 MILE TO A FORK.  TAKE THE LEFT FORK 0.45 MILE TO A
 PW0445'FORK.  TAKE THE LEFT FORK UP A STEEP HILL 0.9 MILE TO A
 PW0445'FORK.  TAKE THE LEFT FORK 0.25 MILE TO A GATE.  KEEP THE
 PW0445'LEFT FORK AND CONTINUE 0.3 MILE TO THREE SMALL FARM
 PW0445'BUILDINGS.  KEEP TO THE NORTH OF THE BUILDINGS AND
 PW0445'CONTINUE NORTHWEST ACROSS FIELD 0.55 MILE TO A GATE AT A
 PW0445'FENCE CORNER.  CONTINUE STRAIGHT AHEAD 0.15 MILE TO
 PW0445'ANOTHER GATE.  PASS THROUGH THE GATE AND CONTINUE 0.1 MILE
 PW0445'TO THE END OF TRUCK TRAVEL.  FROM THIS POINT FOLLOW THE TRAIL
 PW0445'ALONG THE TOP OF THE RIDGE WEST ABOUT 1-3/4 MILES TO THE
 PW0445'HIGHEST POINT OF THE RIDGE AND THE STATION.  IT IS ABOUT
 PW0445'A 40-MINUTE PACK.
 PW0445'
 PW0445'A 4-FOOT STAND WAS ERECTED.
 PW0445'
 PW0445'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION.  REFERENCE
 PW0445'MARK NO. 2 IS SOUTH OF THE STATION.
 PW0445'
 PW0445'THE AZIMUTH MARK IS ABOUT 1/2 MILE EAST OF THE STATION AND
 PW0445'IS ACROSS THE FIRST CANYON FROM THE STATION ON A RIDGE EXTENDING
 PW0445'NORTH FROM THE MAIN RIDGE.
 PW0445
 PW0445                          STATION RECOVERY (1949)
 PW0445
 PW0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PW0445'THE SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 PW0445'AND FOUND IN GOOD CONDITION.
 PW0445'THE UNDERGROUND STATION MARK WAS NOT RECOVERED.  THE BOWLDERS
 PW0445'IN WHICH REFERENCE MARKS NOS. 1 AND 2 WERE SET WERE LOOSE IN
 PW0445'THE GROUND.  THEREFORE, REFERENCE MARKS NOS. 3 AND 4 WERE
 PW0445'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 PW0445'
 PW0445'STATION IS LOCATED ON A HIGH, GRASSY RIDGE, ABOUT 13 MILES
 PW0445'NORTHWEST OF SPOTTED HORSE POST OFFICE, AND ON LAND OWNED
 PW0445'BY THE GOVERNMENT.
 PW0445'
 PW0445'TO REACH FROM THE SPOTTED HORSE POST OFFICE, GO WEST ON U.S.
 PW0445'HIGHWAY 14 AND 16 FOR 3.5 MILES TO A SIDE ROAD RIGHT.  TURN
 PW0445'RIGHT AND FOLLOW MAIN ROAD FOR 3.9 MILES TO A FORK.  BEAR
 PW0445'LEFT AND GO 1.6 MILES TO A CATTLE GUARD.  CONTINUE FOR 0.25
 PW0445'MILE TO A WIRE GATE ON LEFT.  TURN LEFT THROUGH GATE AND FOLLOW
 PW0445'TRACK ROAD FOR 0.45 MILE TO A GATE.  PASS THROUGH GATE AND GO
 PW0445'2.5 MILES TO A WINDMILL ON LEFT.  CONTINUE FOR 0.1 MILE TO A
 PW0445'FORK.  BEAR RIGHT ON DIM TRACK ROAD FOR 0.75 MILE TO A FENCE
 PW0445'CORNER.  CONTINUE ON TRACK ROAD FOR 1.15 MILES TO A FORK.
 PW0445'BEAR LEFT UP STEEP HILL AND FOLLOW TRACK ROAD FOR 0.75 MILE
 PW0445'TO A GATE.  PASS THROUGH GATE AND GO 200 FEET TO A FORK.  BEAR
 PW0445'LEFT ON DIM TRACK ROAD AND GO 0.6 MILE TO TWO SMALL
 PW0445'BUILDINGS ON LEFT.  TURN RIGHT AND GO 0.6 MILE ACROSS
 PW0445'COUNTRY TO A WIRE GATE.  PASS THROUGH GATE AND FOLLOW RIDGE
 PW0445'FOR 0.2 MILE TO END OF TRUCK TRAVEL.  PACK NORTHWEST ALONG TOP
 PW0445'OF RIDGE FOR ABOUT 1.75 MILES TO HIGHEST POINT AND
 PW0445'STATION.  (A 1-HOUR AND 20-MINUTE PACK.)
 PW0445'
 PW0445'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A BOWLDER.
 PW0445'IT PROJECTS 1 INCH, AND THE DISK IS STAMPED SPOTTED
 PW0445'1934.
 PW0445'
 PW0445'REFERENCE MARK NO. 3 IS A STANDARD DISK WELDED ON THE TOP OF A
 PW0445'2-INCH IRON PIPE PROJECTING 6 INCHES.  THE DISK IS STAMPED
 PW0445'SPOTTED NO 3 1949.
 PW0445'
 PW0445'REFERENCE MARK NO. 4 IS A STANDARD DISK WELDED ON THE TOP OF
 PW0445'A 2-INCH IRON PIPE PROJECTING 6 INCHES.  THE DISK IS STAMPED
 PW0445'SPOTTED NO 4 1949.
 PW0445'
 PW0445'AZIMUTH MARK IS A STANDARD DISK SET IN OUTCROPPING BEDROCK.
 PW0445'IT IS 60 YARDS NORTH OF A FENCE CORNER AND 8 FEET
 PW0445'EAST OF THE EDGE OF A BANK.  THE MARK IS FLUSH WITH THE GROUND,
 PW0445'AND THE DISK IS STAMPED SPOTTED 1934.
 PW0445
 PW0445                          STATION RECOVERY (1971)
 PW0445
 PW0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WCN)
 PW0445'TO REACH FROM THE SPOTTED HORSE POST OFFICE, GO WEST ON
 PW0445'U.S. HWY 14 AND 16 FOR 3.2 MILES TO GRAVEL ROAD ON THE RIGHT,
 PW0445'TURN RIGHT FOLLOWING ROAD 3.45 MILES TO SIDE ROAD ON THE
 PW0445'RIGHT, CONTINUE STRAIGHT AHEAD 0.45 MILE TO SIDE ROAD ON
 PW0445'THE RIGHT, CONTINUE STRAIGHT AHEAD 1.1 MILES TO SIDE ROAD
 PW0445'ON THE RIGHT, CONTINUE STRAIGHT AHEAD 0.7 MILES TO SIDE ROAD
 PW0445'ON THE LEFT, TURN LEFT AND FOLLOW ROAD 0.55 MILE TO
 PW0445'CATTLEGUARD, CONTINUE ON ROAD 1.65 MILES TO CATTLEGUARD,
 PW0445'CONTINUE ON ROAD 1.05 MILES TO ROAD FORK, TAKE RIGHT FORK
 PW0445'0.45 MILE TO GATE IN E-W FENCE (SHIPPING CORRALS OFF TO THE
 PW0445'RIGHT), PASS THROUGH GATE AND CONTINUE FOR 0.20 MI TO GATE
 PW0445'IN E-W FENCE, PASS THROUGH GATE AND CONTINUE FOR 1.05
 PW0445'MI TO ROAD FORK, TAKE LEFT FORK (MAIN TRAVELED ROAD) FOR 0.7
 PW0445'MILE TO ROAD FORK, TAKE RIGHT FORK (MAIN TRAVELED ROAD)
 PW0445'FOR 0.1 MILE TO GATE IN E-W FENCE, PASS THROUGH GATE AND
 PW0445'CONTINUE FOR 0.05 MILE TO TRACK ROAD ON THE LEFT, TURN LEFT
 PW0445'ON TRACK ROAD FOR 0.6 MILE TO FALLEN DOWN BUILDING ON THE LEFT,
 PW0445'CONTINUE ON TRACK ROAD FOR 0.3 MILE TO ROAD FORK, TAKE
 PW0445'RIGHT FORK 0.3 MILE TO GATE IN FENCE, PASS THROUGH GATE AND
 PW0445'FOLLOW DIM TRACK ROAD ALONG TOP OF RIDGE 1.4 MILES TO
 PW0445'GATE IN FENCE AND END OF TRUCK TRAVEL.  FROM THIS POINT
 PW0445'PACK NW ACROSS NARROW SADDLE TO HIGHEST POINT AND
 PW0445'STATION.  ABOUT A 10 MINUTE PACK.  (0.2 MILE)
 PW0445
 PW0445                          STATION RECOVERY (1989)
 PW0445
 PW0445'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1989 (DP)
 PW0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0231 ***********************************************************************
 NS0231  DESIGNATION -  SPRING
 NS0231  PID         -  NS0231
 NS0231  STATE/COUNTY-  WY/FREMONT
 NS0231  USGS QUAD   -  PACIFIC SPRINGS (1980)
 NS0231
 NS0231                         *CURRENT SURVEY CONTROL
 NS0231  ___________________________________________________________________
 NS0231* NAD 83(1993)-  42 19 37.36797(N)    108 55 44.55714(W)     ADJUSTED  
 NS0231* NAVD 88     -      2412.7    (meters)    7916.     (feet)  VERTCON   
 NS0231  ___________________________________________________________________
 NS0231  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 NS0231  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NS0231
 NS0231  HORZ ORDER  -  THIRD
 NS0231
 NS0231.The horizontal coordinates were established by classical geodetic methods
 NS0231.and adjusted by the National Geodetic Survey in January 1997..
 NS0231
 NS0231.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0231
 NS0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0231
 NS0231.The geoid height was determined by GEOID03.
 NS0231
 NS0231;                    North         East     Units Scale Factor Converg.
 NS0231;SPC WYWC     -   202,918.157   585,243.217   MT  0.99994018   -0 07 14.0
 NS0231;UTM  12      - 4,688,165.859   670,634.181   MT  0.99995825   +1 23 41.4
 NS0231
 NS0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0231!SPC WYWC     -   0.99962372  x   0.99994018  =   0.99956392
 NS0231!UTM  12      -   0.99962372  x   0.99995825  =   0.99958198
 NS0231
 NS0231:                Primary Azimuth Mark                     Grid Az
 NS0231:SPC WYWC     -  OREGON                                   145 13 23.4
 NS0231:UTM  12      -  OREGON                                   143 42 28.0
 NS0231
 NS0231|---------------------------------------------------------------------|
 NS0231| PID    Reference Object                     Distance      Geod. Az  |
 NS0231|                                                           dddmmss.s |
 NS0231| NS0215 OREGON                              APPROX.11.7 KM 1450609.4 |
 NS0231|---------------------------------------------------------------------|
 NS0231
 NS0231                          SUPERSEDED SURVEY CONTROL
 NS0231
 NS0231  NAD 83(1986)-  42 19 37.35155(N)    108 55 44.55524(W) AD(       ) 3
 NS0231  NAD 27      -  42 19 37.50942(N)    108 55 42.13562(W) AD(       ) 3
 NS0231  NGVD 29 (07/19/86) 2411.4    (m)         7911.     (f) VERT ANG       
 NS0231
 NS0231.Superseded values are not recommended for survey control.
 NS0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0231.See file dsdata.txt to determine how the superseded data were derived.
 NS0231
 NS0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM7063488166(NAD 83)
 NS0231
 NS0231  HISTORY     - Date     Condition        Report By
 NS0231  HISTORY     - 1951     MONUMENTED       USGS
 NS0231  HISTORY     - 1951     GOOD             USGS
 NS0231  HISTORY     - 1957     GOOD             USGS
 NS0231
 NS0231                          STATION DESCRIPTION
 NS0231
 NS0231'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0231'LOCATED ABOUT 4.5 MI. -AIR- S. OF SWEETWATER RIVER AND U.S. HIGHWAY
 NS0231'NO.28, AND ABOUT 20 MI. -AIR- SE. OF U.S. HIGHWAY 28 SW. OF THE
 NS0231'SWEETWATER RIVER AND HIGHWAY INTERSECTION, ON THE EXTREME W. END OF A
 NS0231'HIGH RIDGE N.W. OF SOME HIGH BUTTES.
 NS0231'
 NS0231'TO REACH FROM INTERSECTION OF U.S.HIGHWAY 28 AND SWEETWATER RIVER,S.
 NS0231'OF NEW SOUTH PASS, WYOMING. PROCEED S.ON HIGHWAY 28 FOR 0.3 MI.TO A RD
 NS0231'E. FROM HIGHWAY TURN LEFT E.ON DIRT RD.AND PROCEED 0.6 MI.TO A
 NS0231'CROSSROAD.  TURN RIGHT -SW.- AND GO 1000 FT. TO A RD. LEFT.
 NS0231'---SIGN, OREGON TRAIL UNIT NO.1--- TURN LEFT SE. GO 2.1 MI. ON MAIN
 NS0231'TRAVELED RD. TO A CROSSROAD.  PROCEED S. ON MAIN TRAVELED RD. FOR 1.7
 NS0231'MI. TO A ROAD RIGHT OR W. FROM MAIN TRAVELED RD.  TURN RIGHT -W.-, GO
 NS0231'0.2 MI. TO A Y-RD. TURN RIGHT AND PROCEED W. 0.1 MI. TO A CROSSROAD.
 NS0231'CONTINUE W. FOR 0.7 MI. TO A Y-RD.  TURN RIGHT ON DIM RD., GO 0.8 MI.
 NS0231'N-W TO END OF TRUCK TRAVEL.  A 4-WHEEL DRIVE VEHICLE MAY BE TAKEN
 NS0231'CROSS COUNTRY 2.2 MI. W. TO END OF TRUCK TRAVEL AND STATION SITE.
 NS0231'
 NS0231'STATION MAY ALSO BE REACHED FROM RANCH S.OF HIGHWAY 28.THERE WILL BE A
 NS0231'45 MIN.PACK FROM RANCH TO STATION PACKING S. UP SLOPE OF RIDGE.
 NS0231'
 NS0231'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NS0231'DESCRIBED.  THE ---TO REACH--- PART OF THE
 NS0231'DESCRIPTION WAS NOT CHECKED.  STATION WAS REACHED BY HELICOPTER.
 NS0231'
 NS0231'STATION MARK - STANDARD BRONZE TABLET, CEMENTED IN A GRANITE BOULDER
 NS0231'PROTRUDING 4-IN ABOVE GROUND, STAMPED,---SPRING 1951 7912---.
 NS0231'
 NS0231'REFERENCE MARK NO.1 - A STANDARD REFERENCE MARK TABLET, CEMENTED IN A
 NS0231'LARGE GRANITE BOULDER, 3 FT. ABOVE SURFACE OF GROUND, STAMPED
 NS0231'---SPRING NO.1 1951,--- 38.23 FT. FROM STATION, S 43 DEG 21 MIN W.
 NS0231'
 NS0231'REFERENCE MARK NO.2 - A STANDARD REFERENCE MARK TABLET CEMENTED IN A
 NS0231'LARGE GRANITE BOULDER, 2 FT. ABOVE SURFACE OF GROUND, STAMPED,
 NS0231'---SPRING NO. 2, 1951, --- 14.14 FT. FROM STATION, N 23 DEG 57 MIN W.
 NS0231
 NS0231                          STATION RECOVERY (1957)
 NS0231
 NS0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (AG)
 NS0231'LOCATED ABOUT 4.5 MI. AIRLINE S. OF SWEETWATER RIVER AND U.S. HWY.28
 NS0231'AND ABOUT 20 MI. AIRLINE SE. OF U.S.HIGHWAY 28 SW. OF THE SWEETWATER
 NS0231'RIVER AND HIGHWAY INTERSECTION, ON THE EXTREME W. END OF A HIGH RIDGE
 NS0231'N.W. OF SOME HIGH BUTTES.
 NS0231'
 NS0231'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 28 AND SWEETWATER RIVER,
 NS0231'S. OF NEW PASS, WYOMING, PROCEED S. ON HIGHWAY 28 FOR 0.3 MI. TO A RD.
 NS0231'E. FROM HWY.  TURN LEFT E. ON DIRT RD. AND PROCEED 0.6 MI. TO A
 NS0231'CROSSROAD.  TURN RIGHT SW. AND GO 1000 FT. TO A RD. LEFT, -SIGN,OREGON
 NS0231'TRAIL UNIT NO.1- TURN LEFT SE. GO 2.1 MI. ON MAIN TRAVELED RD. TO A
 NS0231'CROSSROAD.  PROCEED S. ON MAIN TRAVELED RD. FOR 1.7 MI. TO A RD. RIGHT
 NS0231'OR W. FROM MAIN TRAVELED RD.  TURN RIGHT W., GO 0.2 MI. TO A Y-RD.
 NS0231'TURN RIGHT AND PROCEED W. 0.1 MI. TO A CROSSROAD.  CONTINUE W. FOR 0.7
 NS0231'MI. TO A Y-RD.  TURN RIGHT ON DIM RD. GO 0.8 MI. N-W TO END OF TRUCK
 NS0231'TRAVEL.  A 4-WHEEL DRIVE VEHICLE MAY BE TAKEN CROSS COUNTRY 2.2 MI. W.
 NS0231'TO END OF TRAVEL AND STATION SITE.
 NS0231'STATION MAY ALSO BE REACHED FROM RANCH S. OF HWY.28. THERE WILL BE A
 NS0231'45 MIN. PACK FROM RANCH TO STATION PACKING S. UP SLOPE OF RIDGE.
 NS0231'STATION RECOVERED BY A. GERVAIS JR. IN 1957, IN GOOD CONDITION AS
 NS0231'DESCRIBED BY A.T. WILLIAMS, 1951.  THE -TO REACH- PART OF DESCRIPTION
 NS0231'WAS NOT CHECKED.  STATION WAS REACHED BY HELICOPTER.
 NS0231'
 NS0231'STATION MARK - STANDARD BRONZE TABLET, CEMENTED IN A GRANITE BOULDER
 NS0231'PROTRUDING 4 IN. ABOVE GROUND, STAMPED,
 NS0231'---SPRING 1951 7912---.
 NS0231'
 NS0231'REFERENCE MARK NO.1 - A STANDARD REFERENCE MARK TABLET, CEMENTED IN A
 NS0231'LARGE GRANITE BOULDER, 3 FT. ABOVE SURFACE OF GROUND, STAMPED
 NS0231'---SPRING NO.1 1951---, 38.23 FT. FROM STATION, N 43 DEG 21 MIN E.
 NS0231'
 NS0231'REFERENCE MARK NO.2 - A STANDARD REFERENCE MARK TABLET CEMENTED IN A
 NS0231'LARGE GRANITE BOULDER, 2 FT. ABOVE SURFACE OF GROUND STAMPED,
 NS0231'---SPRING NO.2 1951,--- 14.14 FT. FROM STATION, N 23 DEG 57 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0418 ***********************************************************************
 PX0418  DESIGNATION -  SPRING
 PX0418  PID         -  PX0418
 PX0418  STATE/COUNTY-  WY/PARK
 PX0418  USGS QUAD   -  HORNER CREEK (1987)
 PX0418
 PX0418                         *CURRENT SURVEY CONTROL
 PX0418  ___________________________________________________________________
 PX0418* NAD 83(1993)-  44 19 18.16330(N)    109 00 10.76786(W)     ADJUSTED  
 PX0418* NAVD 88     -      2100.1    (meters)    6890.     (feet)  VERTCON   
 PX0418  ___________________________________________________________________
 PX0418  LAPLACE CORR-         -16.84  (seconds)                    DEFLEC99
 PX0418  GEOID HEIGHT-         -11.22  (meters)                     GEOID03
 PX0418
 PX0418  HORZ ORDER  -  THIRD
 PX0418
 PX0418.The horizontal coordinates were established by classical geodetic methods
 PX0418.and adjusted by the National Geodetic Survey in January 1997..
 PX0418
 PX0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0418
 PX0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0418
 PX0418.The geoid height was determined by GEOID03.
 PX0418
 PX0418;                    North         East     Units Scale Factor Converg.
 PX0418;SPC WYWC     -   424,525.370   579,819.774   MT  0.99994251   -0 10 36.3
 PX0418;UTM  12      - 4,909,545.045   659,241.559   MT  0.99991186   +1 23 44.1
 PX0418
 PX0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0418!SPC WYWC     -   0.99967256  x   0.99994251  =   0.99961509
 PX0418!UTM  12      -   0.99967256  x   0.99991186  =   0.99958445
 PX0418
 PX0418                          SUPERSEDED SURVEY CONTROL
 PX0418
 PX0418  NAD 83(1986)-  44 19 18.15310(N)    109 00 10.76005(W) AD(       ) 3
 PX0418  NAD 27      -  44 19 18.31818(N)    109 00 08.26007(W) AD(       ) 3
 PX0418  NGVD 29 (07/19/86) 2099.0    (m)         6886.     (f) VERT ANG       
 PX0418
 PX0418.Superseded values are not recommended for survey control.
 PX0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0418.See file dsdata.txt to determine how the superseded data were derived.
 PX0418
 PX0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5924209545(NAD 83)
 PX0418_MARKER: DD = SURVEY DISK
 PX0418_SETTING: 66 = SET IN ROCK OUTCROP
 PX0418_SP_SET: SET IN ROCK OUTCROP
 PX0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0418+STABILITY: POSITION/ELEVATION WELL
 PX0418
 PX0418  HISTORY     - Date     Condition        Report By
 PX0418  HISTORY     - 1948     MONUMENTED       USGS
 PX0418
 PX0418                          STATION DESCRIPTION
 PX0418
 PX0418'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0418'STATION IS LOCATED 15.0 MI. S. OF CODY, WYOMING, ON W. END OF SMALL
 PX0418'MESA SLOPPING SLIGHTLY E. IN SEC.9 T.50 N., R.101 W.
 PX0418'
 PX0418'TO REACH STATION FROM POST OFFICE IN CODY, WYOMING, FOLLOW WYOMING
 PX0418'STATE HIGHWAY 120 SOUTHERLY ABOUT 16.6 MI. TO TRAIL RD. W. AT S. END
 PX0418'OF BRIDGE, GO RIGHT ALONG TRAIL RD. 1.4 MI. TO FORKS AT POWER LINE, GO
 PX0418'RIGHT WESTERLY, ALONG TRAIL RD. 3.9 MI. TO SADDLE.  STATION LIES ABOUT
 PX0418'1000 FT. SOUTHERLY ON HIGHEST POINT IN VICINITY.
 PX0418'
 PX0418'STATION MARK - STANDARD STATION TABLET SET IN ROCK OUTCROP UNDER CAIRN
 PX0418'AND STAMPED --- SPRING 1948 ---.
 PX0418'
 PX0418'REFERENCE MARK NO.1 - AN ARROW CHISLED IN BOULDER FLUSH WITH GROUND,
 PX0418'36.4 FT. SW. FROM STATION.
 PX0418'
 PX0418'REFERENCE MARK NO.2 - A 1 IN. PIPE PROJECTING 4 IN. ABOVE GROUND WITH
 PX0418'TAG STAMPED ---HERD G-3--- DISTANT 66.8 FT. SE. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1275 ***********************************************************************
 MO1275  DESIGNATION -  SPRING
 MO1275  PID         -  MO1275
 MO1275  STATE/COUNTY-  WY/ALBANY
 MO1275  USGS QUAD   -  DOWNEY LAKES (1978)
 MO1275
 MO1275                         *CURRENT SURVEY CONTROL
 MO1275  ___________________________________________________________________
 MO1275* NAD 83(1993)-  41 04 24.60472(N)    105 49 57.75470(W)     ADJUSTED  
 MO1275* NAVD 88     -      2329.1    (meters)    7641.     (feet)  VERTCON   
 MO1275  ___________________________________________________________________
 MO1275  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 MO1275  GEOID HEIGHT-         -11.17  (meters)                     GEOID03
 MO1275
 MO1275  HORZ ORDER  -  SECOND
 MO1275
 MO1275.The horizontal coordinates were established by classical geodetic methods
 MO1275.and adjusted by the National Geodetic Survey in January 1997..
 MO1275
 MO1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1275
 MO1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1275
 MO1275.The geoid height was determined by GEOID03.
 MO1275
 MO1275;                    North         East     Units Scale Factor Converg.
 MO1275;SPC WY E     -    63,896.973   144,027.973   MT  0.99997604   -0 26 15.4
 MO1275;SPC CO N     -   498,077.933   886,438.750   MT  1.00005998   -0 12 53.9
 MO1275;SPC CO N     - 1,634,110.69  2,908,257.80   sFT  1.00005998   -0 12 53.9
 MO1275;UTM  13      - 4,547,250.465   430,045.359   MT  0.99966023   -0 32 49.7
 MO1275
 MO1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1275!SPC WY E     -   0.99963654  x   0.99997604  =   0.99961259
 MO1275!SPC CO N     -   0.99963654  x   1.00005998  =   0.99969650
 MO1275!UTM  13      -   0.99963654  x   0.99966023  =   0.99929689
 MO1275
 MO1275|---------------------------------------------------------------------|
 MO1275| PID    Reference Object                     Distance      Geod. Az  |
 MO1275|                                                           dddmmss.s |
 MO1275| CQ4110 SPRING RM 1                           8.193 METERS 03128     |
 MO1275| CQ4111 SPRING RM 2                           8.623 METERS 11726     |
 MO1275| CQ4109 SPRING AZ MK                                       2825041.3 |
 MO1275|---------------------------------------------------------------------|
 MO1275
 MO1275                          SUPERSEDED SURVEY CONTROL
 MO1275
 MO1275  NAD 83(1993)-  41 04 24.59580(N)    105 49 57.75592(W) AD(       ) 2
 MO1275  NAD 83(1986)-  41 04 24.59567(N)    105 49 57.75506(W) AD(       ) 2
 MO1275  NAD 27      -  41 04 24.67800(N)    105 49 55.75600(W) AD(       ) 2
 MO1275  NGVD 29 (07/19/86) 2328.0    (m)         7638.     (f) VERT ANG       
 MO1275
 MO1275.Superseded values are not recommended for survey control.
 MO1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1275.See file dsdata.txt to determine how the superseded data were derived.
 MO1275
 MO1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF3004547250(NAD 83)
 MO1275_MARKER: DS = TRIANGULATION STATION DISK
 MO1275_SETTING: 66 = SET IN ROCK OUTCROP
 MO1275
 MO1275  HISTORY     - Date     Condition        Report By
 MO1275  HISTORY     - 1949     MONUMENTED       CGS
 MO1275
 MO1275                          STATION DESCRIPTION
 MO1275
 MO1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MO1275'THE STATION IS LOCATED ABOUT 20 MILES AIR LINE SOUTH-SOUTHWEST
 MO1275'OF LARAMIE, ON THE HIGHEST POINT OF A GRASSY BENCH, THAT IS
 MO1275'COVERED WITH THICK BRUSH ON THE SOUTH SIDE AND HAS A LARGE,
 MO1275'ROCK OUTCROP ON TOP.  THE STATION MARK IS SET FLUSH 30 FEET
 MO1275'NORTHWEST OF A WHITE WITNESS POST.  IT IS STAMPED, SPRING 1949.
 MO1275'
 MO1275'REFERENCE MARK NO. 1 PROJECTS 1 FOOT, IS 1 FOOT HIGHER THAN THE
 MO1275'STATION MARK AND IS STAMPED, SPRING NO 1 1949.
 MO1275'
 MO1275'REFERENCE MARK NO. 2 IS SET FLUSH 1 FOOT LOWER THAN THE STATION
 MO1275'MARK.  IT IS 6 FEET NORTHEAST OF A WHITE WITNESS POST AND IS
 MO1275'STAMPED, SPRING NO 2 1949.
 MO1275'
 MO1275'THE AZIMUTH MARK IS SET ABOUT 200 YARDS NORTHWEST OF A LOW
 MO1275'SADDLE AND 8 FEET NORTHWEST OF A WHITE WITNESS POST.  IT IS
 MO1275'STAMPED, SPRING 1949.
 MO1275'
 MO1275'TO REACH THE STATION FROM LARAMIE, GO SOUTH ON U.S. HIGHWAY
 MO1275'287 FOR 3.0 MILES TO THE MONOLITH CEMENT PLANT ON RIGHT.  TURN
 MO1275'RIGHT.  CROSS RAILROAD TRACKS, THEN TURN LEFT AND FOLLOW MAIN
 MO1275'ROAD 8.9 MILES TO A FORK AT SIGN, WOODEN SHOE RANCH.  TURN
 MO1275'LEFT, GO 4.2 MILES TO A T-INTERSECTION.  TURN RIGHT, GO 0.5 MILE
 MO1275'TO A FORK.  TURN RIGHT, FOLLOW MAIN ROAD 4.6 MILES TO A CATTLE
 MO1275'GUARD.  CONTINUE ON ROAD 0.1 MILE, THEN TURN RIGHT AND GO
 MO1275'ACROSS COUNTRY FOR ABOUT 0.7 MILE TO A SADDLE.  TURN RIGHT
 MO1275'AND GO 0.2 MILE TO THE HIGHEST PART OF BENCH AND STATION.
 MO1275'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0622 ***********************************************************************
 NQ0622  DESIGNATION -  SPRING
 NQ0622  PID         -  NQ0622
 NQ0622  STATE/COUNTY-  WY/CONVERSE
 NQ0622  USGS QUAD   -  BRAAE (1992)
 NQ0622
 NQ0622                         *CURRENT SURVEY CONTROL
 NQ0622  ___________________________________________________________________
 NQ0622* NAD 83(1993)-  42 22 49.55893(N)    105 27 22.45995(W)     ADJUSTED  
 NQ0622* NAVD 88     -      1982.     (meters)    6503.     (feet)  SCALED    
 NQ0622  ___________________________________________________________________
 NQ0622  LAPLACE CORR-         -10.62  (seconds)                    DEFLEC99
 NQ0622  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 NQ0622
 NQ0622  HORZ ORDER  -  THIRD
 NQ0622
 NQ0622.The horizontal coordinates were established by classical geodetic methods
 NQ0622.and adjusted by the National Geodetic Survey in January 1997..
 NQ0622
 NQ0622.The orthometric height was scaled from a topographic map.
 NQ0622
 NQ0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0622
 NQ0622.The geoid height was determined by GEOID03.
 NQ0622
 NQ0622;                    North         East     Units Scale Factor Converg.
 NQ0622;SPC WY E     -   208,873.046   176,153.634   MT  0.99994449   -0 11 42.7
 NQ0622;UTM  13      - 4,692,117.471   462,441.238   MT  0.99961736   -0 18 27.1
 NQ0622
 NQ0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0622!SPC WY E     -   0.99969117  x   0.99994449  =   0.99963568
 NQ0622!UTM  13      -   0.99969117  x   0.99961736  =   0.99930865
 NQ0622
 NQ0622:                Primary Azimuth Mark                     Grid Az
 NQ0622:SPC WY E     -  ESTERBROOK LOOKOUT TOWER TOP             064 40 57.2
 NQ0622:UTM  13      -  ESTERBROOK LOOKOUT TOWER TOP             064 47 41.6
 NQ0622
 NQ0622|---------------------------------------------------------------------|
 NQ0622| PID    Reference Object                     Distance      Geod. Az  |
 NQ0622|                                                           dddmmss.s |
 NQ0622| NQ0615 ESTERBROOK LOOKOUT TOWER TOP        APPROX.10.1 KM 0642914.5 |
 NQ0622|---------------------------------------------------------------------|
 NQ0622
 NQ0622                          SUPERSEDED SURVEY CONTROL
 NQ0622
 NQ0622  NAD 83(1986)-  42 22 49.53996(N)    105 27 22.45058(W) AD(       ) 3
 NQ0622  NAD 27      -  42 22 49.65120(N)    105 27 20.50184(W) AD(       ) 3
 NQ0622
 NQ0622.Superseded values are not recommended for survey control.
 NQ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0622.See file dsdata.txt to determine how the superseded data were derived.
 NQ0622
 NQ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG6244192117(NAD 83)
 NQ0622
 NQ0622  HISTORY     - Date     Condition        Report By
 NQ0622  HISTORY     - 1936     MONUMENTED       USFS
 NQ0622  HISTORY     - 1941     GOOD             USGS
 NQ0622
 NQ0622                          STATION DESCRIPTION
 NQ0622
 NQ0622'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 NQ0622'LOCATED 2.4 MI. S., THENCE 4.3 MI. W. OF ESTERBROOK RANGER STATION,
 NQ0622'ABOUT 0.75 MI. AIRLINE SW. OF RANCH HOUSE OF GUY NEWELL, ON DIVIDE
 NQ0622'BETWEEN REED CREEK AND HORSESHOE CREEK, ON MOST WESTERLY AND HIGHEST
 NQ0622'OF TWO PARALLEL ROCK OUTCROPS ABOUT 0.35 MI. LONG WHICH FORM THE TOP,
 NQ0622'A FEW FEET LOWER THAN, AND 460 FT. NE. OF THE HIGHEST POINT.  THE
 NQ0622'OUTCROP BECOMES NARROWER FOR SOME DISTANCE S. OF THIS POINT.
 NQ0622'
 NQ0622'TO REACH STATION FROM ESTERBROOK RANGER STATION, DRIVE W. ON RD.
 NQ0622'TOWARD GARRET 3.1 MI. AND CONTINUE STRAIGHT AHEAD ON LEFT FORK TURNING
 NQ0622'S., DRIVE 0.9 MI. AND CONTINUE S. ON MAIN RD. AT T-RD. E. TO BOYDEN
 NQ0622'RANCH, DRIVE 0.7 MI. AND TAKE RIGHT FORK, DRIVE 0.5 MI. TO RANCH HOUSE
 NQ0622'OF GUY NEWELL, TURN RIGHT IN FRONT OF HOUSE AND DRIVE THROUGH GATE 0.1
 NQ0622'MI. TO SPRING IN LOG BUILDING AT ABANDONED RANCH.  TURN LEFT (S.) JUST
 NQ0622'PAST SPRING AND DRIVE 0.15 MI. ON DIM TRACK AND LEAVE TRUCK AT TRAIL
 NQ0622'FORK, TAKE RIGHT FORK OF TRAIL INCLINING UP HILL IN SOUTHWESTERLY
 NQ0622'DIRECTION 0.5 MI. TO A TWO-NOTCHED BLAZED TREE.  LEAVE TRAIL HERE AND
 NQ0622'FOLLOW A SHALLOW RAVINE TO RIGHT OVER LOW ROCK ESCARPMENT.  FOLLOW
 NQ0622'RAVINE TO TOP OF RIDGE, SKIRTING LEFT END OF BIG ROCK LEDGE, CROSS
 NQ0622'FENCE AND WALK 120 FT., TURN SHARPLY TO RIGHT HERE AND GO ABOUT 300
 NQ0622'FT. ALONG FOOT OF CLIFF, TURN RIGHT HERE AND ENTER A SMALL RAVINE,
 NQ0622'CONTINUE IN RAVINE, IN A SHORT DISTANCE IT BROADENS AND HAS A STAND
 NQ0622'OF PINE, CONTINUE UP RAVINE TO TOP OF SADDLE, TURN LEFT UP SHELVING
 NQ0622'ROCK TO TOP, TURN RIGHT (NE.) AND GO 50 YDS. TO STATION.
 NQ0622'
 NQ0622'STATION MARK--STANDARD USFS BRONZE TABLET STAMPED ---19 1936---
 NQ0622'CEMENTED IN SOLID GRANITE 12 FT. W. OF CLIFF (E. BREAK), 20 FT. S.
 NQ0622'OF TRIMMED DEAD PINE, 20 FT. E. OF W. BREAK OF TOP.  BIG GREEN TREE
 NQ0622'ON SHELF 30 FT. E.  PINE STAND IN RAVINE E.
 NQ0622'
 NQ0622'REFERENCE MARKS--STANDARD REFERENCE TABLETS, CEMENTED IN SOLID ROCK,
 NQ0622'(1) 30.35 FT. FROM STATION MARK, N 66 DEG 08 MIN E,
 NQ0622'STAMPED ---NO 1 SPRING 1941---, (2) 22.35 FT. FROM STATION
 NQ0622'MARK, S 06 DEG 49 MIN E, STAMPED ---NO 2 SPRING
 NQ0622'1941---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0472 ***********************************************************************
 PV0472  DESIGNATION -  SPRING
 PV0472  PID         -  PV0472
 PV0472  STATE/COUNTY-  WY/CROOK
 PV0472  USGS QUAD   -  ANTELOPE GULCH (1984)
 PV0472
 PV0472                         *CURRENT SURVEY CONTROL
 PV0472  ___________________________________________________________________
 PV0472* NAD 83(1993)-  44 56 57.82655(N)    104 26 39.31766(W)     ADJUSTED  
 PV0472* NAVD 88     -      1152.34   (+/-2cm)    3780.6    (feet)  VERTCON   
 PV0472  ___________________________________________________________________
 PV0472  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 PV0472  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 PV0472
 PV0472  HORZ ORDER  -  FIRST
 PV0472  VERT ORDER  -  THIRD ? (See Below)
 PV0472
 PV0472.The horizontal coordinates were established by classical geodetic methods
 PV0472.and adjusted by the National Geodetic Survey in January 1998..
 PV0472
 PV0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0472.The vertical order pertains to the NGVD 29 superseded value.
 PV0472
 PV0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0472
 PV0472.The geoid height was determined by GEOID03.
 PV0472
 PV0472;                    North         East     Units Scale Factor Converg.
 PV0472;SPC WY E     -   494,494.980   257,006.439   MT  0.99997745   +0 30 37.4
 PV0472;SPC MT       -    90,613.149   998,715.497   MT  1.00003075   +3 41 53.9
 PV0472;SPC MT       -   297,287.23  3,276,625.65   iFT  1.00003075   +3 41 53.9
 PV0472;UTM  13      - 4,977,479.202   543,839.755   MT  0.99962363   +0 23 33.5
 PV0472
 PV0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0472!SPC WY E     -   0.99982165  x   0.99997745  =   0.99979911
 PV0472!SPC MT       -   0.99982165  x   1.00003075  =   0.99985240
 PV0472!UTM  13      -   0.99982165  x   0.99962363  =   0.99944535
 PV0472
 PV0472:                Primary Azimuth Mark                     Grid Az
 PV0472:SPC WY E     -  SPRING AZ MK                             037 29 58.4
 PV0472:SPC MT       -  SPRING AZ MK                             034 18 41.9
 PV0472:UTM  13      -  SPRING AZ MK                             037 37 02.3
 PV0472
 PV0472|---------------------------------------------------------------------|
 PV0472| PID    Reference Object                     Distance      Geod. Az  |
 PV0472|                                                           dddmmss.s |
 PV0472| CQ4109 SPRING AZ MK                                       0380035.8 |
 PV0472| CQ4110 SPRING RM 1                          22.934 METERS 04322     |
 PV0472| CQ4111 SPRING RM 2                          20.004 METERS 13236     |
 PV0472| QU0298 WILLOW                              APPROX.15.8 KM 3311110.6 |
 PV0472|---------------------------------------------------------------------|
 PV0472
 PV0472                          SUPERSEDED SURVEY CONTROL
 PV0472
 PV0472  NAD 83(1993)-  44 56 57.82485(N)    104 26 39.31688(W) AD(       ) 1
 PV0472  NAD 83(1986)-  44 56 57.81450(N)    104 26 39.30724(W) AD(       ) 1
 PV0472  NAD 27      -  44 56 57.86400(N)    104 26 37.47300(W) AD(       ) 1
 PV0472  NGVD 29 (07/19/86) 1151.77   (m)         3778.8    (f) LEVELING    3  
 PV0472
 PV0472.Superseded values are not recommended for survey control.
 PV0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0472.See file dsdata.txt to determine how the superseded data were derived.
 PV0472
 PV0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK4384077479(NAD 83)
 PV0472_MARKER: DS = TRIANGULATION STATION DISK
 PV0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PV0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0472+STABILITY: SURFACE MOTION
 PV0472
 PV0472  HISTORY     - Date     Condition        Report By
 PV0472  HISTORY     - 1949     MONUMENTED       CGS
 PV0472
 PV0472                          STATION DESCRIPTION
 PV0472
 PV0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0472'THE STATION IS IN A SMALL OPENING ON THE CREST OF AN EAST-WEST
 PV0472'RIDGE THAT IS COVERED WITH A GROWTH OF SCATTERED PINES.  IT IS
 PV0472'ABOUT 5 MILES SOUTH OF THE VILLAGE OF ALZADA, 20 MILES NORTH
 PV0472'NORTHEAST OF THE VILLAGE OF HULETT, AND ABOUT 37 MILES NORTHWEST
 PV0472'OF THE TOWN OF BELLE FOURCHE.
 PV0472'
 PV0472'THE STATION CAN BE REACHED FROM THE MAIN PART OF THE VILLAGE OF
 PV0472'ALZADA BY GOING SOUTHEAST ON U.S. HIGHWAY 212 FOR ABOUT 0.3
 PV0472'MILE TO A GRADED ROAD TO THE RIGHT.  TURN RIGHT, SOUTHERLY, ON
 PV0472'THE MAIN GRADED ROAD FOR 5.1 MILES TO THE AZIMUTH MARK ON THE
 PV0472'RIGHT.  CONTINUE ON THE MAIN ROAD, SOUTH, FOR 0.3 MILE TO THE
 PV0472'STATION ON THE RIGHT.
 PV0472'
 PV0472'THE STATION MARK, STAMPED SPRING 1949, IS A STANDARD STATION
 PV0472'MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH CONCRETE
 PV0472'POST THAT PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE
 PV0472'GROUND.  IT IS 6 FEET NORTH OF A WHITE WITNESS POST, 90 FEET
 PV0472'NORTHWEST OF A WIRE FENCE, AND 117 FEET NORTHWEST OF THE CENTER
 PV0472'OF THE ROAD.
 PV0472'
 PV0472'REFERENCE MARK NUMBER 1, STAMPED SPRING NO 1 1949, IS A STANDARD
 PV0472'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH
 PV0472'CONCRETE POST THAT PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE OF
 PV0472'THE GROUND.  IT IS 69 FEET NORTHWEST OF THE WIRE FENCE AND 96
 PV0472'FEET NORTHWEST OF THE CENTER OF THE ROAD.
 PV0472'
 PV0472'REFERENCE MARK NUMBER 2, STAMPED SPRING NO 2 1949, IS A STANDARD
 PV0472'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH
 PV0472'CONCRETE POST THAT PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF
 PV0472'THE GROUND.  IT IS 24 FEET NORTHWEST OF THE FENCE AND 51 FEET
 PV0472'NORTHWEST OF THE ROAD.
 PV0472'
 PV0472'THE AZIMUTH MARK, STAMPED SPRING 1949, IS A STANDARD AZIMUTH
 PV0472'MARK DISK THAT IS SET IN THE TOP OF A 10 X 10 INCH CONCRETE
 PV0472'POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE
 PV0472'GROUND.  IT IS 3.7 FEET WEST OF A WHITE WITNESS POST, 24 FEET
 PV0472'NORTHWEST OF THE FENCE, 34 FEET NORTH OF A LARGE PINE TREE IN
 PV0472'THE FENCE LINE, AND 54 FEET NORTHWEST OF THE CENTER OF THE
 PV0472'ROAD.
 PV0472'
 PV0472'HEIGHT OF LIGHT ABOVE STATION MARK 15.11 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0417 ***********************************************************************
 OV0417  DESIGNATION -  SPRING ET
 OV0417  PID         -  OV0417
 OV0417  STATE/COUNTY-  WY/WASHAKIE
 OV0417  USGS QUAD   -  SAND POINT (1966)
 OV0417
 OV0417                         *CURRENT SURVEY CONTROL
 OV0417  ___________________________________________________________________
 OV0417* NAD 83(1993)-  43 43 56.45035(N)    107 31 43.08991(W)     ADJUSTED  
 OV0417* NAVD 88     -      1601.0    (meters)    5253.     (feet)  VERTCON   
 OV0417  ___________________________________________________________________
 OV0417  LAPLACE CORR-           7.95  (seconds)                    DEFLEC99
 OV0417  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 OV0417
 OV0417  HORZ ORDER  -  THIRD
 OV0417
 OV0417.The horizontal coordinates were established by classical geodetic methods
 OV0417.and adjusted by the National Geodetic Survey in January 1997..
 OV0417
 OV0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0417
 OV0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0417
 OV0417.The geoid height was determined by GEOID03.
 OV0417
 OV0417;                    North         East     Units Scale Factor Converg.
 OV0417;SPC WYEC     -   459,030.926   384,266.245   MT  0.99994054   -0 08 06.0
 OV0417;UTM  13      - 4,845,253.434   296,356.683   MT  1.00011011   -1 44 55.0
 OV0417
 OV0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0417!SPC WYEC     -   0.99975088  x   0.99994054  =   0.99969143
 OV0417!UTM  13      -   0.99975088  x   1.00011011  =   0.99986096
 OV0417
 OV0417:                Primary Azimuth Mark                     Grid Az
 OV0417:SPC WYEC     -  HONEYCOMB                                301 34 42.0
 OV0417:UTM  13      -  HONEYCOMB                                303 11 31.0
 OV0417
 OV0417|---------------------------------------------------------------------|
 OV0417| PID    Reference Object                     Distance      Geod. Az  |
 OV0417|                                                           dddmmss.s |
 OV0417| OV0415 HONEYCOMB                           APPROX. 9.9 KM 3012636.0 |
 OV0417|---------------------------------------------------------------------|
 OV0417
 OV0417                          SUPERSEDED SURVEY CONTROL
 OV0417
 OV0417  NAD 83(1986)-  43 43 56.43436(N)    107 31 43.08428(W) AD(       ) 3
 OV0417  NAD 27      -  43 43 56.58659(N)    107 31 40.80180(W) AD(       ) 3
 OV0417  NGVD 29 (07/19/86) 1600.2    (m)         5250.     (f) VERT ANG       
 OV0417
 OV0417.Superseded values are not recommended for survey control.
 OV0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0417.See file dsdata.txt to determine how the superseded data were derived.
 OV0417
 OV0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ9635745253(NAD 83)
 OV0417_MARKER: DD = SURVEY DISK
 OV0417_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0417_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OV0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0417
 OV0417  HISTORY     - Date     Condition        Report By
 OV0417  HISTORY     - 1966     MONUMENTED       USGS
 OV0417
 OV0417                          STATION DESCRIPTION
 OV0417
 OV0417'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0417'STATION IS LOCATED ABOUT 21 MI. S. AND 3.5 MI. W. OF TEN SLEEP,
 OV0417'WASHAKIE COUNTY, WYOMING.
 OV0417'
 OV0417'TO REACH STATION FROM THE JUNCTION AT THE NOWOOD RANCH, ABOUT 38 MI.
 OV0417'S. ALONG THE ---UPPER NOWOOD ROUTE---, FROM TEN SLEEP, GO SE. ALONG
 OV0417'GRAVELED RD. FOR 2.0 MI. AND FORK RIGHT, TURN RIGHT ALONG BLADED RD.
 OV0417'FOR 1.7 MI. TO RD. FORK AT BM ---27 JR 1950 5879---.  TAKE
 OV0417'RIGHT FORK FOR 12.4 MI. ALONG THIS MAIN TRAVELED RD. TO TOP OF HILL
 OV0417'AND TRACK RD. N. AND BM ---37 JR 1950--- ON THE LEFT.  TURN
 OV0417'RIGHT FOR 0.8 MI. TO SUMMIT AND STATION ON THE HIGHEST POINT ABOUT
 OV0417'150 FT. NE. OF RD.
 OV0417'
 OV0417'STATION MARK--STANDARD USGS TABLET, SET IN TOP OF 2-1/2 IN. IRON
 OV0417'PIPE FILLED WITH CONCRETE, PROJECTING ABOUT 0.2 FT., STAMPED
 OV0417'---SPRING ET 1966---.
 OV0417'
 OV0417'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0535 ***********************************************************************
 MP0535  DESIGNATION -  SPRUCE
 MP0535  PID         -  MP0535
 MP0535  STATE/COUNTY-  WY/ALBANY
 MP0535  USGS QUAD   -  ALBANY (1992)
 MP0535
 MP0535                         *CURRENT SURVEY CONTROL
 MP0535  ___________________________________________________________________
 MP0535* NAD 83(1993)-  41 12 11.49610(N)    106 13 00.39510(W)     ADJUSTED  
 MP0535* NAVD 88     -      3050.3    (meters)   10008.     (feet)  VERTCON   
 MP0535  ___________________________________________________________________
 MP0535  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 MP0535  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 MP0535
 MP0535  HORZ ORDER  -  SECOND
 MP0535
 MP0535.The horizontal coordinates were established by classical geodetic methods
 MP0535.and adjusted by the National Geodetic Survey in January 1997..
 MP0535
 MP0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0535
 MP0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0535
 MP0535.The geoid height was determined by GEOID03.
 MP0535
 MP0535;                    North         East     Units Scale Factor Converg.
 MP0535;SPC WY E     -    78,617.175   111,925.553   MT  1.00003293   -0 41 30.4
 MP0535;SPC WYEC     -   178,686.597   493,647.573   MT  1.00004539   +0 44 08.0
 MP0535;UTM  13      - 4,562,027.496   397,981.125   MT  0.99972809   -0 48 05.8
 MP0535
 MP0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0535!SPC WY E     -   0.99952340  x   1.00003293  =   0.99955632
 MP0535!SPC WYEC     -   0.99952340  x   1.00004539  =   0.99956877
 MP0535!UTM  13      -   0.99952340  x   0.99972809  =   0.99925162
 MP0535
 MP0535|---------------------------------------------------------------------|
 MP0535| PID    Reference Object                     Distance      Geod. Az  |
 MP0535|                                                           dddmmss.s |
 MP0535| CP5831 SPRUCE RM 1                          15.060 METERS 02332     |
 MP0535| CP5830 SPRUCE AZ MK                                       1513205.8 |
 MP0535| MP0534 SPRUCE LOOKOUT TOWER                  1.710 METERS 15612     |
 MP0535| CP5832 SPRUCE RM 2                          24.064 METERS 25323     |
 MP0535| MP0546 MEDICINE BOW                        APPROX.19.4 KM 3341159.3 |
 MP0535|---------------------------------------------------------------------|
 MP0535
 MP0535                          SUPERSEDED SURVEY CONTROL
 MP0535
 MP0535  NAD 83(1986)-  41 12 11.48856(N)    106 13 00.39513(W) AD(       ) 2
 MP0535  NAD 27      -  41 12 11.58300(N)    106 12 58.34600(W) AD(       ) 2
 MP0535  NGVD 29 (07/19/86) 3049.0    (m)        10003.     (f) VERT ANG       
 MP0535
 MP0535.Superseded values are not recommended for survey control.
 MP0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0535.See file dsdata.txt to determine how the superseded data were derived.
 MP0535
 MP0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF9798162027(NAD 83)
 MP0535_MARKER: DS = TRIANGULATION STATION DISK
 MP0535_SETTING: 80 = SET IN A BOULDER
 MP0535_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0535
 MP0535  HISTORY     - Date     Condition        Report By
 MP0535  HISTORY     - 1949     MONUMENTED       CGS
 MP0535  HISTORY     - 1963     GOOD             CGS
 MP0535  HISTORY     - 1984     GOOD             LOCENG
 MP0535
 MP0535                          STATION DESCRIPTION
 MP0535
 MP0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0535'THE STATION IS LOCATED ABOUT 4.5 MILES AIRLINE WEST-NORTHWEST
 MP0535'OF ALBANY AT THE SPRUCE MOUNTAIN LOOKOUT TOWER.  THE STATION
 MP0535'MARK PROJECTS 3 INCHES, IS SET 6 FEET NORTHWEST OF THE CENTER
 MP0535'OF THE LOOKOUT TOWER AND IS STAMPED, SPRUCE 1949.
 MP0535'
 MP0535'REFERENCE MARK NO. 1 PROJECTS 1 FOOT, IS 1.5 METERS LOWER
 MP0535'THAN THE STATION MARK AND IS STAMPED, SPRUCE NO 1 1949.
 MP0535'
 MP0535'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, IS 2.5 METERS LOWER
 MP0535'THAN THE STATION MARK AND IS STAMPED, SPRUCE NO 2 1949.
 MP0535'
 MP0535'THE AZIMUTH MARK PROJECTS 6 INCHES, IS SET 15 FEET EAST OF
 MP0535'THE ROAD AT THE LAST CURVE IN ROAD BEFORE REACHING STATION.
 MP0535'IT IS STAMPED, SPRUCE 1949.
 MP0535'
 MP0535'TO REACH THE STATION FROM LARAMIE.  GO WEST ON STATE HIGHWAY
 MP0535'130, 23.85 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT, GO 8.55 MILES
 MP0535'TO A ROAD RIGHT.  TURN RIGHT, PASSING THROUGH ALBANY 5.15
 MP0535'MILES TO A FORK.  TURN LEFT, GO 3.15 MILES TO A ROAD SHARP
 MP0535'RIGHT.  TURN RIGHT, FOLLOW MAIN ROAD AS PER SIGNS, SPRUCE
 MP0535'MT. L.O., 2.95 MILES TO LOOKOUT TOWER AND STATION.  A DRIVE
 MP0535'STATION.
 MP0535
 MP0535                          STATION RECOVERY (1963)
 MP0535
 MP0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 MP0535'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 MP0535'STATION MARK IS UNDER THE SPRUCE MOUNTAIN FIRE CONTROL TOWER, NEAR
 MP0535'THE S CENTER OF SEC. 1, T 14 N, R 79 W, IN THE MEDICIBE BOW
 MP0535'MOUNTAINS, ABOUT 1-1/2 MILES N AND ABOUT 4-1/2 MILES W OF ALBANY.
 MP0535'THE LINE TO THE TOP OF THE TOWER AT STATION JAYS ROOST 1949 IS
 MP0535'VISIBLE FROM THE FIRE CONTROL TOWER AT THIS STATION.  A LINE HAD
 MP0535'BEEN CLEARED FROM THE STATION MARK AT THIS STATION TO SEE THE
 MP0535'TOP OF THE FIRE TOWER AT STATION JAYS ROOST 1949.
 MP0535'
 MP0535'TO REACH FROM THE INTERSECTION OF 3RD ST. AND UNIVERSITY AV. AND
 MP0535'JUNCTION OF US HIGHWAYS 30, 287 AND STATE HIGHWAYS 130 AND 230 IN
 MP0535'LARAMIE, GO W ON STATE HIGHWAYS 130 AND 230 FOR 2.05 MILES TO
 MP0535'Y-FORK AND JUNCTION, KEEP RIGHT FORK AND FOLLOW STATE HIGHWAY 130
 MP0535'W FOR 21.3 MILES TO Y-FORK, KEEP LEFT FORK AND GO SW WYO,
 MP0535'SECONDARY ROUTE 0102, A SURFACED ROAD FOR 10.8 MILES TO THE
 MP0535'VILLAGE OF ALBANY, KEEP TO RIGHT OF VILLAGE AND GO SW FOR
 MP0535'0.1 MILE CROSSING RAILROAD TRACK JUST S OF DEPOT, CONTINUE
 MP0535'WESTERLY ON MAIN TRAVELED ROAD FOR 2.35 MILES TO A Y-FORK KEEP
 MP0535'LEFT FORK, AHEAD, W FOR 0.3 MILE TO A SIDE ROAD RIGHT JUST
 MP0535'AFTER CROSSING A CREEK, TURN RIGHT AND FOLLOW FOREST SERVICE
 MP0535'ROAD 1121, W FOR 1.85 MILES TO A FORK, KEEP RIGHT FORK AND GO N
 MP0535'FOR 0.7 MILE TO THE FIRE CONTROL TOWER AND THE STATION.
 MP0535
 MP0535                          STATION RECOVERY (1984)
 MP0535
 MP0535'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (RLH)
 MP0535'SPRUCE 1949 DISK, SET IN ROCK OUTCROP, IN GOOD CONDITION.
 MP0535'(STATION DATA NOT AVAILABLE AT TIME OF RECOVERY - AZIMUTH MARK AND
 MP0535'RMS NOT SEARCHED FOR.)
 MP0535'
 MP0535'1) THE OLD SPRUCE MTN. LOOKOUT, ORIGINALLY OVER THE MARK, HAS
 MP0535'BEEN DISMANTLED.  THE PRESENT SPRUCE MTN. LOOKOUT, A WOODEN
 MP0535'STRUCTURE, IS APPROXIMATELY 200 FEET TO THE SOUTHWEST OF THE
 MP0535'STATION.  TREES NOW OBSCURE THE LINE OF SIGHT TO STATION JAYS
 MP0535'ROOST AT NORMAL TRIPOD HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0534 ***********************************************************************
 MP0534  DESIGNATION -  SPRUCE LOOKOUT TOWER
 MP0534  PID         -  MP0534
 MP0534  STATE/COUNTY-  WY/ALBANY
 MP0534  USGS QUAD   -  ALBANY (1992)
 MP0534
 MP0534                         *CURRENT SURVEY CONTROL
 MP0534  ___________________________________________________________________
 MP0534* NAD 83(1993)-  41 12 11.44538(N)    106 13 00.36548(W)     ADJUSTED  
 MP0534* NAVD 88     -      3050.     (meters)   10007.     (feet)  SCALED    
 MP0534  ___________________________________________________________________
 MP0534  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 MP0534  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 MP0534
 MP0534  HORZ ORDER  -  THIRD
 MP0534
 MP0534.The horizontal coordinates were established by classical geodetic methods
 MP0534.and adjusted by the National Geodetic Survey in January 1997..
 MP0534
 MP0534.The orthometric height was scaled from a topographic map.
 MP0534
 MP0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0534
 MP0534.The geoid height was determined by GEOID03.
 MP0534
 MP0534;                    North         East     Units Scale Factor Converg.
 MP0534;SPC WY E     -    78,615.602   111,926.224   MT  1.00003293   -0 41 30.4
 MP0534;SPC WYEC     -   178,685.042   493,648.283   MT  1.00004540   +0 44 08.1
 MP0534;UTM  13      - 4,562,025.922   397,981.793   MT  0.99972809   -0 48 05.7
 MP0534
 MP0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0534!SPC WY E     -   0.99952340  x   1.00003293  =   0.99955632
 MP0534!SPC WYEC     -   0.99952340  x   1.00004540  =   0.99956878
 MP0534!UTM  13      -   0.99952340  x   0.99972809  =   0.99925162
 MP0534
 MP0534                          SUPERSEDED SURVEY CONTROL
 MP0534
 MP0534  NAD 83(1986)-  41 12 11.43775(N)    106 13 00.36574(W) AD(       ) 3
 MP0534  NAD 27      -  41 12 11.53200(N)    106 12 58.31600(W) AD(       ) 3
 MP0534
 MP0534.Superseded values are not recommended for survey control.
 MP0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0534.See file dsdata.txt to determine how the superseded data were derived.
 MP0534
 MP0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF9798262026(NAD 83)
 MP0534_MARKER: 57 = LOOKOUT TOWER
 MP0534
 MP0534  HISTORY     - Date     Condition        Report By
 MP0534  HISTORY     - 1949     FIRST OBSERVED   CGS
 MP0534  HISTORY     - 1959     GOOD             USGS
 MP0534
 MP0534                          STATION DESCRIPTION
 MP0534
 MP0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0534'STATION IS THE CENTER OF THE BASE OF THE SPRUCE LOOKOUT TOWER
 MP0534'LOCATED ABOUT 4.5 MILES AIR LINE WEST-NORTHWEST OF ALBANY.
 MP0534'IT IS ON THE TOP OF SPRUCE MOUNTAIN.  THE LOOKOUT CONSISTS
 MP0534'OF A WOODEN CAB ON THE TOP OF A POLE TOWER.  THE STRUCTURE IS
 MP0534'ABOUT 45 FEET HIGH.
 MP0534
 MP0534                          STATION RECOVERY (1959)
 MP0534
 MP0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0304 ***********************************************************************
 NS0304  DESIGNATION -  SQUARE TOP ET
 NS0304  PID         -  NS0304
 NS0304  STATE/COUNTY-  WY/SUBLETTE
 NS0304  USGS QUAD   -  SQUARE TOP (1964)
 NS0304
 NS0304                         *CURRENT SURVEY CONTROL
 NS0304  ___________________________________________________________________
 NS0304* NAD 83(1993)-  42 33 37.28310(N)    109 32 36.14396(W)     ADJUSTED  
 NS0304* NAVD 88     -      2263.9    (meters)    7427.     (feet)  VERTCON   
 NS0304  ___________________________________________________________________
 NS0304  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 NS0304  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 NS0304
 NS0304  HORZ ORDER  -  THIRD
 NS0304
 NS0304.The horizontal coordinates were established by classical geodetic methods
 NS0304.and adjusted by the National Geodetic Survey in January 1997..
 NS0304
 NS0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0304
 NS0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0304
 NS0304.The geoid height was determined by GEOID03.
 NS0304
 NS0304;                    North         East     Units Scale Factor Converg.
 NS0304;SPC WY W     -   328,958.817   844,338.754   MT  0.99996168   +0 21 54.8
 NS0304;UTM  12      - 4,713,023.149   619,571.325   MT  0.99977590   +0 59 07.2
 NS0304
 NS0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0304!SPC WY W     -   0.99964703  x   0.99996168  =   0.99960873
 NS0304!UTM  12      -   0.99964703  x   0.99977590  =   0.99942301
 NS0304
 NS0304:                Primary Azimuth Mark                     Grid Az
 NS0304:SPC WY W     -  BECKY ET                                 270 13 37.5
 NS0304:UTM  12      -  BECKY ET                                 269 36 25.1
 NS0304
 NS0304|---------------------------------------------------------------------|
 NS0304| PID    Reference Object                     Distance      Geod. Az  |
 NS0304|                                                           dddmmss.s |
 NS0304| NS0305 BECKY ET                            APPROX.11.9 KM 2703532.3 |
 NS0304|---------------------------------------------------------------------|
 NS0304
 NS0304                          SUPERSEDED SURVEY CONTROL
 NS0304
 NS0304  NAD 83(1986)-  42 33 37.25942(N)    109 32 36.13865(W) AD(       ) 3
 NS0304  NAD 27      -  42 33 37.44326(N)    109 32 33.64360(W) AD(       ) 3
 NS0304  NGVD 29 (07/19/86) 2262.5    (m)         7423.     (f) VERT ANG       
 NS0304
 NS0304.Superseded values are not recommended for survey control.
 NS0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0304.See file dsdata.txt to determine how the superseded data were derived.
 NS0304
 NS0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN1957113023(NAD 83)
 NS0304_MARKER: DD = SURVEY DISK
 NS0304_SETTING: 0 = UNSPECIFIED SETTING
 NS0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0304
 NS0304  HISTORY     - Date     Condition        Report By
 NS0304  HISTORY     - 1964     MONUMENTED       USGS
 NS0304
 NS0304                          STATION DESCRIPTION
 NS0304
 NS0304'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NS0304'STATION LOCATED 26 MI. SE. OF PINEDALE AND 28 MI. E. OF BIG PINEY,
 NS0304'3.5 MI. E. OF U.S. HIGHWAY 187, ON A LOW BUTTE OF DISTINCTIVE SQUARE
 NS0304'TOP PROFILE, AT THE CENTER OF SMALL TOP.
 NS0304'
 NS0304'TO REACH FROM PINEDALE GO SE. ALONG U.S. HIGHWAY 187 23 MI. TO
 NS0304'JUNCTION WITH STATE HIGHWAY 1801, CONTINUE SE. ON HIGHWAY 187 TO RD.
 NS0304'ON LEFT AT 4.2 MI. GO EASTERLY ON TRACK RD. CROSSING DRAIN ABOVE
 NS0304'STOCK POND AT 0.9 MI. CONTINUE E. TO RD. FORK AT 2.7 MI. TAKE RIGHT
 NS0304'FORK CONTINUE E. TO DIM RD. FORK ON TOP OF HILL AT 3.3 MI. TAKE LEFT
 NS0304'FORK AT 4.1 MI. LEAVE TRACK RD. AND GO NW. THROUGH SAGE 0.2 MI. TO SE.
 NS0304'SLOPE OF BUTTE AND STATION AS DESCRIBED.
 NS0304'
 NS0304'STATION MARK - STANDARD ALUMINUM TABLET STAMPED ---SQUARE TOP ET
 NS0304'1964--- SET IN CONCRETE POST PROJECTING 0.4 FT.
 NS0304'
 NS0304'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0542 ***********************************************************************
 NR0542  DESIGNATION -  SQUARETOP
 NR0542  PID         -  NR0542
 NR0542  STATE/COUNTY-  WY/NATRONA
 NR0542  USGS QUAD   -  SQUARE TOP BUTTE (1951)
 NR0542
 NR0542                         *CURRENT SURVEY CONTROL
 NR0542  ___________________________________________________________________
 NR0542* NAD 83(1993)-  42 55 43.35040(N)    106 59 47.01000(W)     ADJUSTED  
 NR0542* NAVD 88     -      1888.0    (meters)    6194.     (feet)  VERTCON   
 NR0542  ___________________________________________________________________
 NR0542  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 NR0542  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 NR0542
 NR0542  HORZ ORDER  -  THIRD
 NR0542
 NR0542.The horizontal coordinates were established by classical geodetic methods
 NR0542.and adjusted by the National Geodetic Survey in January 1997..
 NR0542
 NR0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0542
 NR0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0542
 NR0542.The geoid height was determined by GEOID03.
 NR0542
 NR0542;                    North         East     Units Scale Factor Converg.
 NR0542;SPC WYEC     -   369,789.431   427,504.585   MT  0.99994680   +0 13 46.2
 NR0542;UTM  13      - 4,754,831.538   337,086.965   MT  0.99992652   -1 21 36.1
 NR0542
 NR0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0542!SPC WYEC     -   0.99970608  x   0.99994680  =   0.99965290
 NR0542!UTM  13      -   0.99970608  x   0.99992652  =   0.99963262
 NR0542
 NR0542                          SUPERSEDED SURVEY CONTROL
 NR0542
 NR0542  NAD 83(1986)-  42 55 43.33991(N)    106 59 46.97789(W) AD(       ) 3
 NR0542  NGVD 29 (09/08/93) 1887.0    (m)         6191.     (f) VERT ANG       
 NR0542
 NR0542.Superseded values are not recommended for survey control.
 NR0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0542.See file dsdata.txt to determine how the superseded data were derived.
 NR0542
 NR0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH3708754832(NAD 83)
 NR0542_MARKER: DS = TRIANGULATION STATION DISK
 NR0542_SETTING: 0 = UNSPECIFIED SETTING
 NR0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0542
 NR0542  HISTORY     - Date     Condition        Report By
 NR0542  HISTORY     - 1948     MONUMENTED       USGS
 NR0542
 NR0542                          STATION DESCRIPTION
 NR0542
 NR0542'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0542'LOCATED 8 MI. S. OF POWDER RIVER, ON TOP OF A LARGE FLAT TOP BUTTE
 NR0542'LOCALLY KNOWN AS SQUARE TOP BUTTE.
 NR0542'
 NR0542'TO REACH FROM POWDER RIVER POST OFFICE, GO E. ON U.S. HIGHWAY 20 FOR
 NR0542'1.1 MI. TO CROSSROADS, TURN RIGHT ONTO GRADED DIRT RD. AND GO S. 3.4
 NR0542'MI. TO RD. FORK, PASSING THROUGH A CATTLEGUARD AND OVER A BRIDGE,
 NR0542'TAKE RIGHT FORK (MAIN RD.) AND GO 4.0 MI. TO RD. FORK, TAKE RIGHT
 NR0542'FORK AND GO UPHILL FOR 4.4 MI. TO RD. FORK, TAKE RIGHT 0.1 MI. TO
 NR0542'CROSSROADS, CONTINUE STRAIGHT AHEAD 0.6 MI., THEN LEAVE RD. AND GO
 NR0542'ACROSS COUNTRY W. 200 YDS. TO TOP OF PROMINENT BUTTE AND STATION.
 NR0542'
 NR0542'STATION MARK--STANDARD TABLET STAMPED---SQUARETOP 1947---, AND SET
 NR0542'IN ROCK.  STAMPED---VABM 6190---.
 NR0542'
 NR0542'REFERENCE MARKS--CHISELED CROSSES WITH ARROWS IN ROCK, NO. 1 BEING
 NR0542'46.66 FT. NW. OF THE STATION MARK AND NO. 2 BEING 36.53 FT. NE. OF
 NR0542'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0264 ***********************************************************************
 NS0264  DESIGNATION -  SQUAW
 NS0264  PID         -  NS0264
 NS0264  STATE/COUNTY-  WY/FREMONT
 NS0264  USGS QUAD   -  MOUNT ARTER (1991)
 NS0264
 NS0264                         *CURRENT SURVEY CONTROL
 NS0264  ___________________________________________________________________
 NS0264* NAD 83(1993)-  42 45 27.74657(N)    108 56 29.40224(W)     ADJUSTED  
 NS0264* NAVD 88     -      3032.1    (meters)    9948.     (feet)  VERTCON   
 NS0264  ___________________________________________________________________
 NS0264  LAPLACE CORR-         -20.69  (seconds)                    DEFLEC99
 NS0264  GEOID HEIGHT-          -9.95  (meters)                     GEOID03
 NS0264
 NS0264  HORZ ORDER  -  THIRD
 NS0264
 NS0264.The horizontal coordinates were established by classical geodetic methods
 NS0264.and adjusted by the National Geodetic Survey in January 1997..
 NS0264
 NS0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0264
 NS0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0264
 NS0264.The geoid height was determined by GEOID03.
 NS0264
 NS0264;                    North         East     Units Scale Factor Converg.
 NS0264;SPC WYWC     -   250,756.867   584,324.616   MT  0.99994052   -0 07 48.0
 NS0264;UTM  12      - 4,735,963.943   668,445.548   MT  0.99994909   +1 23 52.2
 NS0264
 NS0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0264!SPC WYWC     -   0.99952626  x   0.99994052  =   0.99946681
 NS0264!UTM  12      -   0.99952626  x   0.99994909  =   0.99947538
 NS0264
 NS0264:                Primary Azimuth Mark                     Grid Az
 NS0264:SPC WYWC     -  MT ARTER                                 286 05 03.6
 NS0264:UTM  12      -  MT ARTER                                 284 33 23.4
 NS0264
 NS0264|---------------------------------------------------------------------|
 NS0264| PID    Reference Object                     Distance      Geod. Az  |
 NS0264|                                                           dddmmss.s |
 NS0264| NS0263 MT ARTER                            APPROX. 3.8 KM 2855715.6 |
 NS0264|---------------------------------------------------------------------|
 NS0264
 NS0264                          SUPERSEDED SURVEY CONTROL
 NS0264
 NS0264  NAD 83(1986)-  42 45 27.72930(N)    108 56 29.40317(W) AD(       ) 3
 NS0264  NAD 27      -  42 45 27.89063(N)    108 56 26.99086(W) AD(       ) 3
 NS0264  NGVD 29 (07/19/86) 3030.8    (m)         9944.     (f) VERT ANG       
 NS0264
 NS0264.Superseded values are not recommended for survey control.
 NS0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0264.See file dsdata.txt to determine how the superseded data were derived.
 NS0264
 NS0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6844635964(NAD 83)
 NS0264_MARKER: DD = SURVEY DISK
 NS0264_SETTING: 66 = SET IN ROCK OUTCROP
 NS0264_SP_SET: SET IN ROCK OUTCROP
 NS0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0264+STABILITY: POSITION/ELEVATION WELL
 NS0264
 NS0264  HISTORY     - Date     Condition        Report By
 NS0264  HISTORY     - 1951     MONUMENTED       USGS
 NS0264
 NS0264                          STATION DESCRIPTION
 NS0264
 NS0264'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0264'STATION SQUAW LIES APPROXIMATELY 12 AIRLINE MI. SW. FROM THE CITY OF
 NS0264'LANDER AND ABOUT 14.6 MI. W. OF THE JUNCTION OF HIGHWAY 287 AND
 NS0264'HIGHWAY 28 ON A HIGH WOODED TOP WITH A ROCK OUTCROP TO THE NW.
 NS0264'
 NS0264'FROM THE CORNER OF FOURTH AND MAIN IN LANDER GO S. FOR 0.7 MI. AND
 NS0264'TURN RIGHT AT THE SWIMMING POOL.  CONTINUE FOR 0.5 MI.AND GO STRAIGHT.
 NS0264'AFTER 1.0 MI. GO STRAIGHT -RIGHT FORK-. CONTINUE FOR 2.6 MI. AND TURN
 NS0264'RIGHT ACROSS BRIDGE AND TAKE FIRST RD. LEFT 40 YARDS.BEFORE A CATTLE
 NS0264'GUARD -SIGN-STUBBS MT. RANCH-  AFTER 4.1 MI. TURN LEFT ON MAIN RD.
 NS0264'AFTER 0.6 MI. TURN LEFT.  -CORRAL IN MEADOW TO RIGHT AND BELOW-
 NS0264'AFTER 2.8 MI. TURN LEFT -SIGN MT.ARTER-. FROM HERE DRIVE APPROXIMATELY
 NS0264'0.1 MI.  WALK ALONG TRAIL TO A LARGE SADDLE AND TURN RIGHT TO TOP OF
 NS0264'HILL.  STATION IS ON A ROCK OUTCROP ON NW. PART OF HILL.  ABOUT 2 MI.
 NS0264'WALK.
 NS0264'
 NS0264'STATION MARK - A STANDARD REFERENCE MARK CEMENTED INTO SOLID ROCK.
 NS0264'STAMPED ---WR SQUAW 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0368 ***********************************************************************
 PX0368  DESIGNATION -  SQUAW
 PX0368  PID         -  PX0368
 PX0368  STATE/COUNTY-  WY/PARK
 PX0368  USGS QUAD   -  GILLIES DRAW (1976)
 PX0368
 PX0368                         *CURRENT SURVEY CONTROL
 PX0368  ___________________________________________________________________
 PX0368* NAD 83(1993)-  44 06 33.70477(N)    108 34 35.53309(W)     ADJUSTED  
 PX0368* NAVD 88     -      1884.     (meters)    6181.     (feet)  SCALED    
 PX0368  ___________________________________________________________________
 PX0368  LAPLACE CORR-          -9.72  (seconds)                    DEFLEC99
 PX0368  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PX0368
 PX0368  HORZ ORDER  -  SECOND
 PX0368
 PX0368.The horizontal coordinates were established by classical geodetic methods
 PX0368.and adjusted by the National Geodetic Survey in January 1997..
 PX0368
 PX0368.The orthometric height was scaled from a topographic map.
 PX0368
 PX0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0368
 PX0368.The geoid height was determined by GEOID03.
 PX0368
 PX0368;                    North         East     Units Scale Factor Converg.
 PX0368;SPC WYWC     -   400,914.814   613,886.361   MT  0.99993987   +0 07 14.6
 PX0368;SPC WYEC     -   501,651.767   300,476.672   MT  1.00005928   -0 51 55.4
 PX0368;UTM  12      - 4,886,875.349   693,943.627   MT  1.00006263   +1 41 14.4
 PX0368
 PX0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0368!SPC WYWC     -   0.99970668  x   0.99993987  =   0.99964656
 PX0368!SPC WYEC     -   0.99970668  x   1.00005928  =   0.99976594
 PX0368!UTM  12      -   0.99970668  x   1.00006263  =   0.99976929
 PX0368
 PX0368                          SUPERSEDED SURVEY CONTROL
 PX0368
 PX0368  NAD 83(1986)-  44 06 33.69578(N)    108 34 35.52711(W) AD(       ) 2
 PX0368  NAD 27      -  44 06 33.86400(N)    108 34 33.11000(W) AD(       ) 2
 PX0368
 PX0368.Superseded values are not recommended for survey control.
 PX0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0368.See file dsdata.txt to determine how the superseded data were derived.
 PX0368
 PX0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9394486875(NAD 83)
 PX0368_MARKER: B = BOLT
 PX0368_SETTING: 0 = UNSPECIFIED SETTING
 PX0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0368
 PX0368  HISTORY     - Date     Condition        Report By
 PX0368  HISTORY     - 1931     MONUMENTED       USGS
 PX0368
 PX0368                          STATION DESCRIPTION
 PX0368
 PX0368'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 PX0368'TO REACH STATION SQUAW FROM WORLAND AND GO SOUTH FROM BRIDGE
 PX0368'ACROSS BIG HORN RIVER 8.4 MILES ON U.S. HIGHWAY 20 TO POINT WHERE
 PX0368'ROAD TURNS RIGHT ON NORTH SIDE OF GOOSEBERRY CREEK, TURN
 PX0368'RIGHT, FOLLOW MAIN ROAD WEST 26-1/4 MILES UP NORTH SIDE
 PX0368'OF CREEK TO POINT WHERE MAIN ROAD BEARS SLIGHTLY TO LEFT (JUST
 PX0368'BEFORE CROSSING SMALL IRRIGATION DITCH) AND DIMMER ROAD
 PX0368'LEADS RIGHT ALONG TELEPHONE AND PIPE LINES, TAKE ROAD
 PX0368'LEADING RIGHT, GO 1.0 MILE TO GATE, PASS THROUGH GATE, GO 0.7
 PX0368'MILE TO ANOTHER FORK (LEFT FORK LEADS TO GILLIS RANCH, SMALL
 PX0368'HEWN LOG HOUSE AND SMALL RED TIN BARN), TAKE RIGHT FORK HERE,
 PX0368'PASS THROUGH ANOTHER GATE, GO NORTH 2.9 MILES UP OVER RIDGE
 PX0368'TO FORK, TAKE LEFT FORK, GO 1.3 MILES TO ANOTHER FORK, TAKE
 PX0368'RIGHT FORK, GO 2.0 MILES TO ANOTHER FORK, TAKE LEFT FORK, GO
 PX0368'0.7 MILE TO FOOT OF BUTTE.  TRUCK CAN BE DRIVEN ONLY THIS
 PX0368'FAR, AND TO STATION IS 15-MINUTE HARD BACK-PACK.  AFTER
 PX0368'PASSING THROUGH LAST GATE, ROAD CONSISTS OF TWO WELL-WORN
 PX0368'WHEEL TRACKS, AT EACH FORK.  FOLLOW MOST WELL-WORN TRAIL.  LAST
 PX0368'FORK IS ABOUT 1 MILE FROM STATION SQUAW WITH FLAT GROUND BETWEEN.
 PX0368'
 PX0368'SQUAW (U.S.G.S.) MARKED BY
 PX0368'COPPER BOLT IS DISTANT 0.085 METER (0.28 FOOT) N 61 DEG 37 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0369 ***********************************************************************
 PX0369  DESIGNATION -  SQUAW
 PX0369  PID         -  PX0369
 PX0369  STATE/COUNTY-  WY/PARK
 PX0369  USGS QUAD   -  GILLIES DRAW (1976)
 PX0369
 PX0369                         *CURRENT SURVEY CONTROL
 PX0369  ___________________________________________________________________
 PX0369* NAD 83(1993)-  44 06 33.70355(N)    108 34 35.52967(W)     ADJUSTED  
 PX0369* NAVD 88     -      1882.8    (meters)    6177.     (feet)  VERTCON   
 PX0369  ___________________________________________________________________
 PX0369  LAPLACE CORR-          -9.72  (seconds)                    DEFLEC99
 PX0369  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PX0369
 PX0369  HORZ ORDER  -  FIRST
 PX0369
 PX0369.The horizontal coordinates were established by classical geodetic methods
 PX0369.and adjusted by the National Geodetic Survey in January 1997..
 PX0369
 PX0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0369
 PX0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0369
 PX0369.The geoid height was determined by GEOID03.
 PX0369
 PX0369;                    North         East     Units Scale Factor Converg.
 PX0369;SPC WYWC     -   400,914.776   613,886.437   MT  0.99993987   +0 07 14.7
 PX0369;SPC WYEC     -   501,651.728   300,476.748   MT  1.00005928   -0 51 55.4
 PX0369;UTM  12      - 4,886,875.313   693,943.704   MT  1.00006263   +1 41 14.4
 PX0369
 PX0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0369!SPC WYWC     -   0.99970686  x   0.99993987  =   0.99964675
 PX0369!SPC WYEC     -   0.99970686  x   1.00005928  =   0.99976613
 PX0369!UTM  12      -   0.99970686  x   1.00006263  =   0.99976948
 PX0369
 PX0369|---------------------------------------------------------------------|
 PX0369| PID    Reference Object                     Distance      Geod. Az  |
 PX0369|                                                           dddmmss.s |
 PX0369| CQ7380 SQUAW RM 1                           26.000 METERS 00332     |
 PX0369| CQ7381 SQUAW RM 2                            3.948 METERS 20147     |
 PX0369| CQ7379 SQUAW AZ MK                                        2851024.0 |
 PX0369| PX0368 SQUAW                                 0.085 METERS 29620     |
 PX0369| CQ7382 SQUAW RM 3                           19.996 METERS 35831     |
 PX0369|---------------------------------------------------------------------|
 PX0369
 PX0369                          SUPERSEDED SURVEY CONTROL
 PX0369
 PX0369  NAD 83(1986)-  44 06 33.69451(N)    108 34 35.52372(W) AD(       ) 1
 PX0369  NAD 27      -  44 06 33.86300(N)    108 34 33.10700(W) AD(       ) 1
 PX0369  NGVD 29 (07/19/86) 1881.8    (m)         6174.     (f) VERT ANG       
 PX0369
 PX0369.Superseded values are not recommended for survey control.
 PX0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0369.See file dsdata.txt to determine how the superseded data were derived.
 PX0369
 PX0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9394486875(NAD 83)
 PX0369_MARKER: DS = TRIANGULATION STATION DISK
 PX0369_SETTING: 80 = SET IN A BOULDER
 PX0369_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PX0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0369
 PX0369  HISTORY     - Date     Condition        Report By
 PX0369  HISTORY     - 1931     MONUMENTED       CGS
 PX0369  HISTORY     - 1948     GOOD             USGS
 PX0369  HISTORY     - 1950     GOOD             CGS
 PX0369  HISTORY     - 1972     GOOD             NGS
 PX0369
 PX0369                          STATION DESCRIPTION
 PX0369
 PX0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 PX0369'ABOUT 15 MILES (AIR LINE) EAST BY SOUTH OF MEETEETSE, 31 MILES
 PX0369'(AIR LINE) WEST BY NORTH OF WORLAND, ABOUT 6 MILES (AIR LINE)
 PX0369'NORTH OF GOOSEBERRY CREEK, IN BADLANDS NEAR HEAD OF FIFTEEN MILE
 PX0369'CREEK, AND ON LARGER AND WESTERNMOST OF TWO BUTTES KNOWN LOCALLY
 PX0369'AS SQUAW TEATS.  TO REACH FROM WORLAND GO SOUTH FROM BRIDGE
 PX0369'ACROSS BIG HORN RIVER 8.4 MILES ON U.S. HIGHWAY 20 TO POINT WHERE
 PX0369'ROAD TURNS RIGHT ON NORTH SIDE OF GOOSEBERRY CREEK, TURN
 PX0369'RIGHT, FOLLOW MAIN ROAD WEST 26-1/4 MILES UP NORTH SIDE
 PX0369'OF CREEK TO POINT WHERE MAIN ROAD BEARS SLIGHTLY TO LEFT (JUST
 PX0369'BEFORE CROSSING SMALL IRRIGATION DITCH) AND DIMMER ROAD
 PX0369'LEADS RIGHT ALONG TELEPHONE AND PIPE LINES, TAKE ROAD
 PX0369'LEADING RIGHT, GO 1.0 MILE TO GATE, PASS THROUGH GATE, GO 0.7
 PX0369'MILE TO ANOTHER FORK (LEFT FORK LEADS TO GILLIS RANCH, SMALL
 PX0369'HEWN LOG HOUSE AND SMALL RED TIN BARN), TAKE RIGHT FORK HERE,
 PX0369'PASS THROUGH ANOTHER GATE, GO NORTH 2.9 MILES UP OVER RIDGE
 PX0369'TO FORK, TAKE LEFT FORK, GO 1.3 MILES TO ANOTHER FORK, TAKE
 PX0369'RIGHT FORK, GO 2.0 MILES TO ANOTHER FORK, TAKE LEFT FORK, GO
 PX0369'0.7 MILE TO FOOT OF BUTTE.  TRUCK CAN BE DRIVEN ONLY THIS
 PX0369'FAR, AND TO STATION IS 15-MINUTE HARD BACK-PACK.  AFTER
 PX0369'PASSING THROUGH LAST GATE, ROAD CONSISTS OF TWO WELL-WORN
 PX0369'WHEEL TRACKS, AT EACH FORK.  FOLLOW MOST WELL-WORN TRAIL.  LAST
 PX0369'FORK IS ABOUT 1 MILE FROM STATION WITH FLAT GROUND BETWEEN.
 PX0369'MARKED BY STANDARD STATION DISK IN DRILL HOLE IN A BOULDER, WITH
 PX0369'5-FOOT ROCK CAIRN AROUND OBSERVING STAND.  REFERENCE MARKS ARE
 PX0369'STANDARD REFERENCE DISKS IN ROCK OUTCROP.  NO. 1 IS
 PX0369'26.00 METERS (85.3 FEET) (SLOPE DISTANCE) FROM STATION
 PX0369'N 03 DEG 32 MIN E.  NO. 2 IS 3.95 METERS (13.0 FEET) FROM
 PX0369'STATION.  SQUAW (U.S.G.S.) MARKED BY
 PX0369'COPPER BOLT IS DISTANT 0.085 METER (0.28 FOOT).
 PX0369
 PX0369                          STATION RECOVERY (1948)
 PX0369
 PX0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 PX0369'RECOVERED.
 PX0369
 PX0369                          STATION RECOVERY (1950)
 PX0369
 PX0369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0369'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 PX0369'GOOD CONDITION EXCEPT FOR REFERENCE MARK NO. 1 WHICH WAS LOOSE
 PX0369'AND COULD NOT BE USED.  REFERENCE MARK NO. 3 WAS SET.  THERE
 PX0369'WAS A DISCREPANCY IN THE DIRECTION TO REFERENCE MARK NO. 2.
 PX0369'THE CORRECT DATA IS SHOWN BELOW.  A NEW DESCRIPTION FOLLOWS--
 PX0369'
 PX0369'THE STATION IS LOCATED ABOUT 30 MILES SOUTHEAST OF CODY, 12
 PX0369'MILES EAST-SOUTHEAST OF MEETEETSE, AND ON A HIGH, ROCKY BUTTE.
 PX0369'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED SQUAW
 PX0369'1931.
 PX0369'
 PX0369'REFERENCE MARK NO. 2 IS ON THE WESTERN EDGE OF THE BUTTE, AND THE
 PX0369'DISK IS STAMPED SQUAW NO 2 1931.  THE MARK IS FLUSH WITH THE
 PX0369'GROUND.
 PX0369'
 PX0369'REFERENCE MARK NO. 3 IS ON THE NORTHWESTERN EDGE OF THE BUTTE, AND
 PX0369'THE DISK IS STAMPED SQUAW NO 3 1950.  THE MARK IS FLUSH WITH THE
 PX0369'GROUND.
 PX0369'
 PX0369'THE AZIMUTH MARK IS 18 FEET NORTHEAST OF A TRACK ROAD, AND 15
 PX0369'FEET SOUTH OF THE EDGE OF A MESA.  THE MARK IS FLUSH WITH THE
 PX0369'GROUND, AND THE DISK IS STAMPED SQUAW 1950.
 PX0369'
 PX0369'THE U.S. GEOLOGICAL SRUVEY MARK IS 1-INCH PIPE SET IN A DRILL
 PX0369'HOLE IN A BOULDER.  THE MARK PROJECTS 4 INCHES AND THE TOP IS
 PX0369'STAMPED U.S.G.S.
 PX0369'
 PX0369'TO REACH THE STATION FROM THE POST OFFICE IN MEETEETSE, GO
 PX0369'SOUTHEAST ON STATE HIGHWAY 120 FOR 8.7 MILES TO A CROSSROAD AND
 PX0369'A LARGE METAL MAIL BOX ON THE LEFT.  TURN LEFT AND GO EAST ON
 PX0369'DIRT ROAD FOR 2.0 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 PX0369'0.7 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 2.4 MILES TO A
 PX0369'FORK.  TAKE THE LEFT FORK AND GO 1.0 MILE TO A SMALL RESERVOIR
 PX0369'ON THE LEFT.  CONTINUE ON THE TRACK ROAD FOR 0.6 MILE TO A FORK.
 PX0369'TAKE THE RIGHT FORK AND GO 1.3 MILES TO A FORK.  TAKE THE
 PX0369'RIGHT FORK AND GO 0.7 MILE TO A FORK JUST AFTER PASSING A
 PX0369'SMALL FENCED-IN AREA ON THE LEFT.  TAKE THE LEFT FORK
 PX0369'AND GO 2.3 MILES TO A CROSS TRAIL.  CONTINUE STRAIGHT
 PX0369'AHEAD FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW
 PX0369'THE TRACK ROAD OVER THE TOP OF A MESA FOR 1.25 MILES TO THE
 PX0369'AZIMUTH MARK ON THE LEFT.  CONTINUE ON TRACK ROAD FOR 1.5
 PX0369'MILES TO A POINT SOUTH OF A HIGH BUTTE, THEN TURN LEFT AND GO
 PX0369'NORTHEAST FOR 0.2 MILE TO THE BASE OF THE BUTTE.  FROM THIS
 PX0369'POINT IT IS A 15-MINUTE PACK TO THE TOP OF THE BUTTE AND
 PX0369'STATION.  THIS ROUTE IS OVER BULLDOZED ROAD AND CROSSES A
 PX0369'NUMBER OF DITCHES THAT MAY HAVE TO BE FILLED IN BEFORE STATION
 PX0369'CAN BE REACHED.  A FOUR-WHEEL DRIVE VEHICLE WILL BE NEEDED
 PX0369'TO REACH THE STATION.
 PX0369
 PX0369                          STATION RECOVERY (1972)
 PX0369
 PX0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 PX0369'THE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE
 PX0369'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO ALL
 PX0369'THE MARKS COMPARED FAVORABLY WITH THE 1950 OBSERVATIONS.  A
 PX0369'COMPLETE AND NEW DESCRIPTION FOLLOWS.
 PX0369'
 PX0369'THE STATION IS LOCATED ABOUT 32 MILES SOUTH-SOUTHEAST OF CODY, 31
 PX0369'MILES NORTHWEST OF WORLAND, 16 MILES SOUTHEAST OF MEETEETSE AND
 PX0369'ON THE HIGHEST POINT OF THE WEST ONE OF TWO BUTTES.  THE PROPERTY
 PX0369'IS OWNED BY THE U.S. GOVERNMENT AND CONTROLLED BY THE BUREAU OF
 PX0369'LAND MANAGEMENT, WORLAND DISTRICT.
 PX0369'
 PX0369'TO REACH THE STATION FROM THE POST OFFICE IN THERMOPOLIS, GO
 PX0369'WEST ON ARAPHOE STREET FOR ONE BLOCK TO THE JUNCTION OF U.S.
 PX0369'HIGHWAY 20 AND STATE HIGHWAY 789.  TURN RIGHT AND GO NORTH ON
 PX0369'HIGHWAYS 20 AND 789 FOR 7.1 MILES TO THE JUNCTION OF STATE HIGHWAY
 PX0369'172 ON THE RIGHT.  CONTINUE NORTH ON THE MAIN HIGHWAYS FOR 4.7
 PX0369'MILES TO THE JUNCTION OF STATE HIGHWAY 175 ON THE RIGHT.
 PX0369'CONTINUE NORTH ON HIGHWAYS 20 AND 789 FOR 11.8 MILES TO THE
 PX0369'JUNCTION OF STATE HIGHWAY 431 (GOOSEBERRY CREEK ROAD).  TURN
 PX0369'LEFT AND GO WEST ON STATE HIGHWAY 431 FOR 23.5 MILES TO A CATTLE
 PX0369'GUARD AT THE HOT SPRINGS WASHAKIE COUNTY LINE.  CONTINUE WEST ON
 PX0369'THE MAIN ROAD FOR 1.1 MILES TO A FORK.  TAKE THE RIGHT FORK
 PX0369'AND GO WEST ON THE GRAVEL ROAD FOR 0.15 MILE TO A FORK.  TAKE
 PX0369'THE RIGHT FORK AND GO NORTHWEST FOR 0.8 MILE TO A FORK.  TAKE
 PX0369'THE RIGHT FORK AND GO NORTHWEST FOR 3.75 MILES TO A REVERSE
 PX0369'FORK.  TAKE THE LEFT FORK AND GO NORTH ON THE DIRT ROAD FOR 1.4
 PX0369'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH FOR
 PX0369'1.95 MILES TO A FORK.  TAKE THE LEFT FORK AND GO UPHILL FOR 0.7
 PX0369'MILE TO A POINT SOUTHWEST OF THE TWO BUTTES.  (TO REACH THE
 PX0369'AZIMUTH MARK FROM HERE, CONTINUE AHEAD ON THE DIRT ROAD FOR 1.6
 PX0369'MILES TO THE TOP OF A MESA.  TURN RIGHT AND GO NORTHEAST FOR
 PX0369'ABOUT 200 FEET TO THE EDGE OF THE MESA AND THE MARK).  TURN
 PX0369'RIGHT AND GO ACROSS COUNTRY FOR 0.2 MILE TO THE BASE OF THE
 PX0369'WESTERLY BUTTE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 PX0369'NORTH AND WEST TO THE HIGHEST POINT OF THE BUTTE AND THE STATION.
 PX0369'ABOUT A TWENTY MINUTE PACK.
 PX0369'
 PX0369'THE STATION MARK IS A STANDARD DISK STAMPED SQUAW 1931, CEMENTED
 PX0369'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3 INCHES ABOVE
 PX0369'THE GROUND SURFACE.  IT IS ON THE HIGHEST POINT OF THE BUTTE.
 PX0369'
 PX0369'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SQUAW NO 2 1931,
 PX0369'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND
 PX0369'SURFACE.  IT IS 1.5 FEET LOWER THAN THE STATION AND THE WEST
 PX0369'EDGE OF THE BUTTE.
 PX0369'
 PX0369'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SQUAW NO 3 1950,
 PX0369'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AT THE WEST EDGE
 PX0369'OF THE BUTTE.
 PX0369'
 PX0369'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SQUAW 1950, CEMENTED
 PX0369'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.
 PX0369'IT IS 18 FEET NORTHEAST OF THE TRACK ROAD, 15 FEET SOUTH OF THE
 PX0369'EDGE OF THE MESA AND 6.5 FEET SOUTHEAST OF A METAL WITNESS POST
 PX0369'WITH SIGN.
 PX0369'
 PX0369'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 PX0369'SOUTHEAST OF MEETEETSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0420 ***********************************************************************
 PX0420  DESIGNATION -  SQUAW
 PX0420  PID         -  PX0420
 PX0420  STATE/COUNTY-  WY/PARK
 PX0420  USGS QUAD   -  IRMA FLATS (1987)
 PX0420
 PX0420                         *CURRENT SURVEY CONTROL
 PX0420  ___________________________________________________________________
 PX0420* NAD 83(1993)-  44 23 18.12308(N)    109 10 02.08302(W)     ADJUSTED  
 PX0420* NAVD 88     -      1898.90   (+/-2cm)    6230.0    (feet)  VERTCON   
 PX0420  ___________________________________________________________________
 PX0420  LAPLACE CORR-         -15.90  (seconds)                    DEFLEC99
 PX0420  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 PX0420
 PX0420  HORZ ORDER  -  THIRD
 PX0420  VERT ORDER  -  THIRD ? (See Below)
 PX0420
 PX0420.The horizontal coordinates were established by classical geodetic methods
 PX0420.and adjusted by the National Geodetic Survey in January 1997..
 PX0420
 PX0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0420.The vertical order pertains to the NGVD 29 superseded value.
 PX0420
 PX0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0420
 PX0420.The geoid height was determined by GEOID03.
 PX0420
 PX0420;                    North         East     Units Scale Factor Converg.
 PX0420;SPC WYWC     -   431,985.158   566,755.483   MT  0.99995109   -0 17 30.7
 PX0420;UTM  12      - 4,916,642.919   645,978.179   MT  0.99986207   +1 16 56.2
 PX0420
 PX0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0420!SPC WYWC     -   0.99970398  x   0.99995109  =   0.99965509
 PX0420!UTM  12      -   0.99970398  x   0.99986207  =   0.99956609
 PX0420
 PX0420:                Primary Azimuth Mark                     Grid Az
 PX0420:SPC WYWC     -  WYLIE                                    358 47 03.3
 PX0420:UTM  12      -  WYLIE                                    357 12 36.4
 PX0420
 PX0420|---------------------------------------------------------------------|
 PX0420| PID    Reference Object                     Distance      Geod. Az  |
 PX0420|                                                           dddmmss.s |
 PX0420| PX0421 WYLIE                               APPROX. 4.6 KM 3582932.6 |
 PX0420|---------------------------------------------------------------------|
 PX0420
 PX0420                          SUPERSEDED SURVEY CONTROL
 PX0420
 PX0420  NAD 83(1986)-  44 23 18.11182(N)    109 10 02.07568(W) AD(       ) 3
 PX0420  NAD 27      -  44 23 18.26620(N)    109 09 59.53842(W) AD(       ) 3
 PX0420  NGVD 29 (07/19/86) 1897.78   (m)         6226.3    (f) LEVELING    3  
 PX0420
 PX0420.Superseded values are not recommended for survey control.
 PX0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0420.See file dsdata.txt to determine how the superseded data were derived.
 PX0420
 PX0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4597816643(NAD 83)
 PX0420_MARKER: DD = SURVEY DISK
 PX0420_SETTING: 80 = SET IN A BOULDER
 PX0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0420+STABILITY: SURFACE MOTION
 PX0420
 PX0420  HISTORY     - Date     Condition        Report By
 PX0420  HISTORY     - 1947     MONUMENTED       USGS
 PX0420
 PX0420                          STATION DESCRIPTION
 PX0420
 PX0420'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0420'STATION IS LOCATED ABOUT 12 MI. SW. OF CODY, WYOMING ON A SPUR MESA
 PX0420'OFF OF CARTER MOUNTAINS AND AT THE HEAD OF DIAMOND CREEK ON THE DIVIDE
 PX0420'BETWEEN SQUAW AND HOODOO CREEKS TO THE E. AND CARTER CREEK TO THE W.
 PX0420'
 PX0420'STATION IS LOCATED ABOUT 22 FT. W. OF A N-S. FENCE, ABOUT 700 FT. W.
 PX0420'OF A TELEPHONE LINE AND ABOUT 750 FT.W.OF AN OLD RD.ABOUT 0.4 MI.S.
 PX0420'OF WHERE RD. BREAKS OVER MESA TO THE NORTH TO REACH STATION FROM THE
 PX0420'POST OFFICE IN CODY, WYOMING FOLLOW THE SOUTH FORK HIGHWAY 10.8 MI.
 PX0420'TO THE GRADED RD.S.TURN S.AND FOLLOW S.FOR 2.0 MI. TO A GATE, GO THRU
 PX0420'GATE AND FOLLOW OLD ABANDONED RD.SW.ACROSS SMALL IRRIGATION DITCH FOR
 PX0420'ABOUT 0.6 MI. TO A RD. FORK SE. TURN SE. AND FOLLOW OLD ABANDONED RD.
 PX0420'ACROSS OLD WILEY CANAL -ABANDONED- FOR ABOUT 3.3 MI. TO WHERE OLD RD
 PX0420'CLIMBS UP ESCARPMENT, AFTER REACHING TOP OF ESCARPMENT DRIVE W. TO
 PX0420'FENCE  AND FOLLOW FENCE S. FOR ABOUT 0.4 MI. TO STATION LOCATION.
 PX0420'
 PX0420'STATION MARK - STANDARD STATION TABLET STAMPED ---SQUAW 1947--- AND
 PX0420'CEMENTED IN BLACK EMBEDDED BOULDER.
 PX0420'
 PX0420'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED ---NO.1---
 PX0420'AND CEMENTED IN A FLAT EMBEDDED BOULDER 10.98 FT. FROM STATION,
 PX0420'N 80 DEG 20 MIN W.
 PX0420'
 PX0420'REFERENCE MARKS NO.2 - STANDARD REFERENCE TABLET STAMPED NO.2 AND
 PX0420'CEMENTED IN A FLAT LIMESTONE BOULDER 41.02 FT. FROM STATION,
 PX0420'S 06 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0635 ***********************************************************************
 NQ0635  DESIGNATION -  SQUAW MTN
 NQ0635  PID         -  NQ0635
 NQ0635  STATE/COUNTY-  WY/CONVERSE
 NQ0635  USGS QUAD   -  WARBONNET PEAK (1992)
 NQ0635
 NQ0635                         *CURRENT SURVEY CONTROL
 NQ0635  ___________________________________________________________________
 NQ0635* NAD 83(1993)-  42 29 36.08067(N)    105 50 39.21917(W)     ADJUSTED  
 NQ0635* NAVD 88     -      2839.8    (meters)    9317.     (feet)  VERTCON   
 NQ0635  ___________________________________________________________________
 NQ0635  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 NQ0635  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 NQ0635
 NQ0635  HORZ ORDER  -  SECOND
 NQ0635
 NQ0635.The horizontal coordinates were established by classical geodetic methods
 NQ0635.and adjusted by the National Geodetic Survey in January 1997..
 NQ0635
 NQ0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0635
 NQ0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0635
 NQ0635.The geoid height was determined by GEOID03.
 NQ0635
 NQ0635;                    North         East     Units Scale Factor Converg.
 NQ0635;SPC WY E     -   221,597.767   144,302.634   MT  0.99997565   -0 27 27.7
 NQ0635;UTM  13      - 4,704,900.575   430,625.520   MT  0.99965921   -0 34 13.1
 NQ0635
 NQ0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0635!SPC WY E     -   0.99955660  x   0.99997565  =   0.99953226
 NQ0635!UTM  13      -   0.99955660  x   0.99965921  =   0.99921596
 NQ0635
 NQ0635|---------------------------------------------------------------------|
 NQ0635| PID    Reference Object                     Distance      Geod. Az  |
 NQ0635|                                                           dddmmss.s |
 NQ0635| CQ4119 SQUAW MTN RM 1                        6.999 METERS 03754     |
 NQ0635| CQ4118 SQUAW MTN AZ MK                                    0385909.2 |
 NQ0635| CQ4120 SQUAW MTN RM 2                        8.057 METERS 25744     |
 NQ0635|---------------------------------------------------------------------|
 NQ0635
 NQ0635                          SUPERSEDED SURVEY CONTROL
 NQ0635
 NQ0635  NAD 83(1986)-  42 29 36.06497(N)    105 50 39.20675(W) AD(       ) 2
 NQ0635  NAD 27      -  42 29 36.18500(N)    105 50 37.18800(W) AD(       ) 2
 NQ0635  NGVD 29 (07/19/86) 2838.7    (m)         9313.     (f) VERT ANG       
 NQ0635
 NQ0635.Superseded values are not recommended for survey control.
 NQ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0635.See file dsdata.txt to determine how the superseded data were derived.
 NQ0635
 NQ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3062604901(NAD 83)
 NQ0635_MARKER: DS = TRIANGULATION STATION DISK
 NQ0635_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0635
 NQ0635  HISTORY     - Date     Condition        Report By
 NQ0635  HISTORY     - 1948     MONUMENTED       CGS
 NQ0635
 NQ0635                          STATION DESCRIPTION
 NQ0635
 NQ0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0635'THE STATION IS LOCATED IN T. 29 N., R. 75 W.  ON THE EASTERN
 NQ0635'ONE OF TWO PEAKS WHICH IS VERY ROCKY WITH PINE TREES NEAR
 NQ0635'THE TOP AND IS LOCALLY KNOWN AS SQUAW MOUNTAIN.  ABOUT 30
 NQ0635'MILES AIR LINE SOUTHWEST OF DOUGLAS.  ABOUT 23 MILES AIR
 NQ0635'LINE SOUTH OF GLENROCK, 12 FEET SOUTH OF NORTH EDGE OF PEAK.
 NQ0635'8 FEET NORTH OF THE HIGHEST ROCK AND 8 FEET SOUTHEAST OF A
 NQ0635'STUMP.  IT IS FLUSH WITH THE GROUND AND IS STAMPED, SQUAW
 NQ0635'MTN 1948.
 NQ0635'
 NQ0635'REFERENCE MARK NO. 1 IS ON THE NORTH EDGE OF PEAK AND APPROXIMATELY
 NQ0635'3 FEET LOWER THAN THE STATION.  IT PROJECTS 1 FOOT AND IS
 NQ0635'STAMPED, SQUAW MTN NO 1 1948.
 NQ0635'
 NQ0635'REFERENCE MARK NO. 2 IS ON THE NORTH EDGE OF CLIFF AND APPROXIMATELY
 NQ0635'3 FEET LOWER THAN THE STATION.  IT IS FLUSH WITH THE GROUND
 NQ0635'AND IS STAMPED, SQUAW MTN NO 2 1948.
 NQ0635'
 NQ0635'THE AZIMUTH MARK IS ON THE EAST SIDE OF RIDGE TO THE STATION,
 NQ0635'20 PACES EAST OF A SMALL PINE TREE WITH TRIANGLE BLAZE AND
 NQ0635'4 FEET EAST OF A 3-FOOT HIGH CAIRN.  IT PROJECTS 3 INCHES
 NQ0635'AND IS STAMPED, SQUAW MTN 1948.
 NQ0635'
 NQ0635'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DOUGLAS GO
 NQ0635'WEST ON HIGHWAY 20 FOR 1.05 MILE TO SIDE ROAD LEFT.  TURN
 NQ0635'LEFT ON GRADED ROAD AND GO 1.35 MILE TO RANCH BUILDINGS ON
 NQ0635'RIGHT.  TURN RIGHT ON MAIN ROAD AND GO 4.0 MILES TO A REVERSE
 NQ0635'Y FORK.  KEEP LEFT MAIN ROAD AND GO 10.75 MILES TO SIDE ROAD
 NQ0635'LEFT AND SIGN (LA PRELE RANGER STATION 23).  TURN LEFT AND
 NQ0635'GO 2.6 MILES TO FORK.  TAKE LEFT FORK AND GO 8.6 MILES TO
 NQ0635'FORK AND SIGN (DOUGLAS 29 LA BONTE CANYON 12).  TURN RIGHT AND
 NQ0635'GO 6.3 MILES TO FORK JUST AFTER CROSSING CATTLE GUARD.  TAKE
 NQ0635'RIGHT FORK AND FOLLOW TRACK ROAD 2.2 MILES TO TRIANGLE BLAZE
 NQ0635'ON A 20 INCH PINE TREE ON RIGHT.  FROM HERE CONTINUE ON
 NQ0635'TRACK ROAD 0.1 MILE TO JUST BEFORE THE ROAD ENTERS INTO
 NQ0635'HEAVY TIMBER.  THIS IS THE END OF TRUCK TRAVEL WITH A 2 WHEEL
 NQ0635'DRIVE.  FROM HERE PACK UP RIDGE TO LEFT FOR 0.6 MILE AND
 NQ0635'AZIMUTH MARK ON LEFT SIDE OF RIDGE.  HERE PACK TO THE
 NQ0635'SOUTHWEST TO THE HIGHEST POINT AND STATION.  A FOUR
 NQ0635'WHEEL DRIVE CAN BE DRIVEN TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1178 ***********************************************************************
 MO1178  DESIGNATION -  SQUAW ROCK
 MO1178  PID         -  MO1178
 MO1178  STATE/COUNTY-  WY/PLATTE
 MO1178  USGS QUAD   -  SQUAW ROCK (1981)
 MO1178
 MO1178                         *CURRENT SURVEY CONTROL
 MO1178  ___________________________________________________________________
 MO1178* NAD 83(1993)-  41 55 31.50916(N)    105 13 46.00133(W)     ADJUSTED  
 MO1178* NAVD 88     -      2139.1    (meters)    7018.     (feet)  VERTCON   
 MO1178  ___________________________________________________________________
 MO1178  LAPLACE CORR-         -16.18  (seconds)                    DEFLEC99
 MO1178  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 MO1178
 MO1178  HORZ ORDER  -  THIRD
 MO1178
 MO1178.The horizontal coordinates were established by classical geodetic methods
 MO1178.and adjusted by the National Geodetic Survey in January 1997..
 MO1178
 MO1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1178
 MO1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1178
 MO1178.The geoid height was determined by GEOID03.
 MO1178
 MO1178;                    North         East     Units Scale Factor Converg.
 MO1178;SPC WY E     -   158,296.261   194,793.039   MT  0.99993783   -0 02 31.0
 MO1178;UTM  13      - 4,641,521.111   480,975.748   MT  0.99960445   -0 09 11.9
 MO1178
 MO1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1178!SPC WY E     -   0.99966659  x   0.99993783  =   0.99960444
 MO1178!UTM  13      -   0.99966659  x   0.99960445  =   0.99927117
 MO1178
 MO1178                          SUPERSEDED SURVEY CONTROL
 MO1178
 MO1178  NAD 83(1986)-  41 55 31.49222(N)    105 13 45.99603(W) AD(       ) 3
 MO1178  NAD 27      -  41 55 31.59388(N)    105 13 44.05972(W) AD(       ) 3
 MO1178  NGVD 29 (07/19/86) 2138.3    (m)         7015.     (f) VERT ANG       
 MO1178
 MO1178.Superseded values are not recommended for survey control.
 MO1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1178.See file dsdata.txt to determine how the superseded data were derived.
 MO1178
 MO1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG8097641521(NAD 83)
 MO1178_MARKER: DD = SURVEY DISK
 MO1178_SETTING: 66 = SET IN ROCK OUTCROP
 MO1178_SP_SET: SET IN ROCK OUTCROP
 MO1178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1178+STABILITY: POSITION/ELEVATION WELL
 MO1178
 MO1178  HISTORY     - Date     Condition        Report By
 MO1178  HISTORY     - 1951     MONUMENTED       USGS
 MO1178
 MO1178                          STATION DESCRIPTION
 MO1178
 MO1178'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MO1178'STATION LOCATED ON VERY PROMINENT PINNACLE, REFERRED TO AS SQUAW
 MO1178'ROCK.  ABOUT 14 MI. W. AND 9 MI. S. OF WHEATLAND, ON HIGHEST POINT
 MO1178'OF PINNACLE.
 MO1178'
 MO1178'STATION MARK--STANDARD TABLET, SET IN SOLID ROCK, STAMPED ---SQUAW
 MO1178'ROCK 1951---.
 MO1178'
 MO1178'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0364 ***********************************************************************
 PX0364  DESIGNATION -  SRFS 1
 PX0364  PID         -  PX0364
 PX0364  STATE/COUNTY-  WY/PARK
 PX0364  USGS QUAD   -  SHEETS FLAT (1951)
 PX0364
 PX0364                         *CURRENT SURVEY CONTROL
 PX0364  ___________________________________________________________________
 PX0364* NAD 83(1993)-  44 16 27.39936(N)    108 38 00.97229(W)     ADJUSTED  
 PX0364* NAVD 88     -      1723.4    (meters)    5654.     (feet)  VERTCON   
 PX0364  ___________________________________________________________________
 PX0364  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 PX0364  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 PX0364
 PX0364  HORZ ORDER  -  THIRD
 PX0364
 PX0364.The horizontal coordinates were established by classical geodetic methods
 PX0364.and adjusted by the National Geodetic Survey in January 1997..
 PX0364
 PX0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0364
 PX0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0364
 PX0364.The geoid height was determined by GEOID03.
 PX0364
 PX0364;                    North         East     Units Scale Factor Converg.
 PX0364;SPC WYWC     -   419,230.338   609,292.032   MT  0.99993856   +0 04 52.5
 PX0364;UTM  12      - 4,905,060.245   688,848.992   MT  1.00003863   +1 39 08.8
 PX0364
 PX0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0364!SPC WYWC     -   0.99973186  x   0.99993856  =   0.99967044
 PX0364!UTM  12      -   0.99973186  x   1.00003863  =   0.99977048
 PX0364
 PX0364:                Primary Azimuth Mark                     Grid Az
 PX0364:SPC WYWC     -  FENTON                                   110 02 06.0
 PX0364:UTM  12      -  FENTON                                   108 27 49.7
 PX0364
 PX0364|---------------------------------------------------------------------|
 PX0364| PID    Reference Object                     Distance      Geod. Az  |
 PX0364|                                                           dddmmss.s |
 PX0364| PX0363 FENTON                              APPROX. 2.5 KM 1100658.5 |
 PX0364|---------------------------------------------------------------------|
 PX0364
 PX0364                          SUPERSEDED SURVEY CONTROL
 PX0364
 PX0364  NAD 83(1986)-  44 16 27.39002(N)    108 38 00.96587(W) AD(       ) 3
 PX0364  NAD 27      -  44 16 27.55210(N)    108 37 58.52349(W) AD(       ) 3
 PX0364  NGVD 29 (07/19/86) 1722.4    (m)         5651.     (f) VERT ANG       
 PX0364
 PX0364.Superseded values are not recommended for survey control.
 PX0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0364.See file dsdata.txt to determine how the superseded data were derived.
 PX0364
 PX0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8884905060(NAD 83)
 PX0364_MARKER: DD = SURVEY DISK
 PX0364_SETTING: 66 = SET IN ROCK OUTCROP
 PX0364_SP_SET: SET IN ROCK OUTCROP
 PX0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0364+STABILITY: POSITION/ELEVATION WELL
 PX0364
 PX0364  HISTORY     - Date     Condition        Report By
 PX0364  HISTORY     - 1948     MONUMENTED       USGS
 PX0364
 PX0364                          STATION DESCRIPTION
 PX0364
 PX0364'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0364'STATION LOCATED IN SW. 1/4 SEC.27, T.50 N. R.98 W., ABOUT 2,400 FT. E
 PX0364'OF TRAIL BETWEEN MCKEE RANCH AND 15 MILE CREEK, ABOUT 4 MI. SE. OF
 PX0364'GREYBULL RIVER ON TOP OF RIDGE WHICH DIVIDES GREYBULL RIVER AND 15
 PX0364'MILE CREEK, ON A SMALL GRASSY FLATTOP.
 PX0364'
 PX0364'TO REACH FROM CODY POST OFFICE, FOLLOW U.S. HIGHWAY 20 E. TOWARDS
 PX0364'GREYBULL, ABOUT 9.5 MI. TO RD. JUNCTION TO OREGON BASIN, TURN S.ON
 PX0364'OREGON BASIN RD. AND GO ABOUT 0.7 MI. TO GRADED RD. LEFT AND FOLLOW
 PX0364'GRADED RD. SE. PAST DRY CREEK TRIANGULATION STATION AND ACROSS
 PX0364'GREYBULL RIVER AND THROUGH MCKEES RANCH TO TOP OF DIVIDE AND STATION.
 PX0364'
 PX0364'STATION MARK - STANDARD TABLET STAMPED, ---SRFS 1 1948 5651---
 PX0364'CEMENTED IN SANDSTONE OUTCROP.
 PX0364'
 PX0364'REFERENCE MARK NO.1 - DRILLED HOLE IN ROCK 59.2 FT. -SLOPE- FROM
 PX0364'STATION ON E. POINT OF TOP, S 43 DEG 05 MIN W,
 PX0364'CHISLED ---RM 1 ---.
 PX0364'
 PX0364'REFERENCE MARK NO.2 - DRILLED HOLE IN ROCK 54.1 FT. -SLOPE- FROM
 PX0364'STATION ON SE. POINT OF TOP, N 66 DEG 55 MIN W,
 PX0364'CHISLED ---RM. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0445 ***********************************************************************
 OW0445  DESIGNATION -  SRKC 1
 OW0445  PID         -  OW0445
 OW0445  STATE/COUNTY-  WY/HOT SPRINGS
 OW0445  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0445
 OW0445                         *CURRENT SURVEY CONTROL
 OW0445  ___________________________________________________________________
 OW0445* NAD 83(1993)-  43 31 11.36121(N)    108 14 02.06223(W)     ADJUSTED  
 OW0445* NAVD 88     -      1910.9    (meters)    6269.     (feet)  VERTCON   
 OW0445  ___________________________________________________________________
 OW0445  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 OW0445  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 OW0445
 OW0445  HORZ ORDER  -  THIRD
 OW0445
 OW0445.The horizontal coordinates were established by classical geodetic methods
 OW0445.and adjusted by the National Geodetic Survey in January 1997..
 OW0445
 OW0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0445
 OW0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0445
 OW0445.The geoid height was determined by GEOID03.
 OW0445
 OW0445;                    North         East     Units Scale Factor Converg.
 OW0445;SPC WYWC     -   335,530.713   641,723.719   MT  0.99995891   +0 21 19.4
 OW0445;UTM  12      - 4,822,260.265   723,554.440   MT  1.00021478   +1 54 19.9
 OW0445
 OW0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0445!SPC WYWC     -   0.99970245  x   0.99995891  =   0.99966138
 OW0445!UTM  12      -   0.99970245  x   1.00021478  =   0.99991717
 OW0445
 OW0445:                Primary Azimuth Mark                     Grid Az
 OW0445:SPC WYWC     -  RED                                      295 52 32.7
 OW0445:UTM  12      -  RED                                      294 19 32.2
 OW0445
 OW0445|---------------------------------------------------------------------|
 OW0445| PID    Reference Object                     Distance      Geod. Az  |
 OW0445|                                                           dddmmss.s |
 OW0445| OW0246 RED                                 APPROX. 4.7 KM 2961352.1 |
 OW0445|---------------------------------------------------------------------|
 OW0445
 OW0445                          SUPERSEDED SURVEY CONTROL
 OW0445
 OW0445  NAD 83(1986)-  43 31 11.34238(N)    108 14 02.06731(W) AD(       ) 3
 OW0445  NGVD 29 (11/06/89) 1910.0    (m)         6266.     (f) VERT ANG       
 OW0445
 OW0445.Superseded values are not recommended for survey control.
 OW0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0445.See file dsdata.txt to determine how the superseded data were derived.
 OW0445
 OW0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2355422260(NAD 83)
 OW0445_MARKER: DS = TRIANGULATION STATION DISK
 OW0445_SETTING: 0 = UNSPECIFIED SETTING
 OW0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0445
 OW0445  HISTORY     - Date     Condition        Report By
 OW0445  HISTORY     - 1949     MONUMENTED       USGS
 OW0445
 OW0445                          STATION DESCRIPTION
 OW0445
 OW0445'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 OW0445'STATION IS LOCATED ABOUT 17 MI. SW. OF THERMOPOLIS, 20 MI. NW. OF
 OW0445'SHOSHONI, AND 3 MI. W. OF THE BIG HORN RIVER.
 OW0445'
 OW0445'TO REACH FROM THE POST OFFICE IN THERMOPOLIS, GO W. 1 BLOCK TO U.S.
 OW0445'HIGHWAY 20, TURN LEFT AND GO S. ON U.S. HIGHWAY 20 FOR 2.5 MI. TO RD.
 OW0445'ON RIGHT, TURN RIGHT AND GO S. 0.5 MI. TO GATE AND RD. FORK, PASS
 OW0445'THROUGH GATE, TAKE LEFT FORK AND CONTINUE S. 0.7 MI. TO RD. FORK,
 OW0445'TAKE LEFT FORK AND GO S. AND SE. 1.4 MI. TO A GATE, JUST S. OF CATTLE
 OW0445'LOADING PENS, PASS THROUGH GATE AND GO SW. UP STEEP SLOPE FOR 6.0 MI.
 OW0445'TO RD. FORK, TAKE LEFT FORK AND GO SE. 0.1 MI. TO RD. FORK, TAKE LEFT
 OW0445'FORK AND CONTINUE SE. 0.9 MI. TO RD. FORK, TAKE LEFT FORK AND GO NE.
 OW0445'1.0 MI. TO GATE AND STATION.  STATION IS 38.05 FT. SW. OF GATE AND 2
 OW0445'FT. SE. OF FENCE.
 OW0445'
 OW0445'RECOVERED IN GOOD CONDITION BY USGS IN 1957 AS DESCRIBED.
 OW0445'
 OW0445'STATION MARK--STANDARD TABLET STAMPED---SRKC-1 1949---, SET IN TOP
 OW0445'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0533 ***********************************************************************
 NQ0533  DESIGNATION -  SSSC 1
 NQ0533  PID         -  NQ0533
 NQ0533  STATE/COUNTY-  WY/CONVERSE
 NQ0533  USGS QUAD   -  SIMPSON DRAW (1970)
 NQ0533
 NQ0533                         *CURRENT SURVEY CONTROL
 NQ0533  ___________________________________________________________________
 NQ0533* NAD 83(1993)-  42 45 35.10916(N)    105 08 05.22653(W)     ADJUSTED  
 NQ0533* NAVD 88     -      1535.1    (meters)    5036.     (feet)  VERTCON   
 NQ0533  ___________________________________________________________________
 NQ0533  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 NQ0533  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 NQ0533
 NQ0533  HORZ ORDER  -  THIRD
 NQ0533  VERT ORDER  -  THIRD ? (See Below)
 NQ0533
 NQ0533.The horizontal coordinates were established by classical geodetic methods
 NQ0533.and adjusted by the National Geodetic Survey in January 1997..
 NQ0533
 NQ0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0533.The vertical order pertains to the NGVD 29 superseded value.
 NQ0533
 NQ0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0533
 NQ0533.The geoid height was determined by GEOID03.
 NQ0533
 NQ0533;                    North         East     Units Scale Factor Converg.
 NQ0533;SPC WY E     -   250,966.754   202,609.592   MT  0.99993758   +0 01 17.9
 NQ0533;UTM  13      - 4,734,145.094   488,971.178   MT  0.99960150   -0 05 29.4
 NQ0533
 NQ0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0533!SPC WY E     -   0.99976158  x   0.99993758  =   0.99969917
 NQ0533!UTM  13      -   0.99976158  x   0.99960150  =   0.99936317
 NQ0533
 NQ0533:                Primary Azimuth Mark                     Grid Az
 NQ0533:SPC WY E     -  SAGEHEN                                  207 47 19.8
 NQ0533:UTM  13      -  SAGEHEN                                  207 54 07.1
 NQ0533
 NQ0533|---------------------------------------------------------------------|
 NQ0533| PID    Reference Object                     Distance      Geod. Az  |
 NQ0533|                                                           dddmmss.s |
 NQ0533| NQ0555 SAGEHEN                             APPROX. 3.6 KM 2074837.7 |
 NQ0533|---------------------------------------------------------------------|
 NQ0533
 NQ0533                          SUPERSEDED SURVEY CONTROL
 NQ0533
 NQ0533  NAD 83(1986)-  42 45 35.08774(N)    105 08 05.21439(W) AD(       ) 3
 NQ0533  NAD 27      -  42 45 35.20185(N)    105 08 03.30173(W) AD(       ) 3
 NQ0533  NGVD 29 (07/19/86) 1534.2    (m)         5033.     (f) LEVELING    3  
 NQ0533
 NQ0533.Superseded values are not recommended for survey control.
 NQ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0533.See file dsdata.txt to determine how the superseded data were derived.
 NQ0533
 NQ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8897134145(NAD 83)
 NQ0533_MARKER: DD = SURVEY DISK
 NQ0533_SETTING: 0 = UNSPECIFIED SETTING
 NQ0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0533
 NQ0533  HISTORY     - Date     Condition        Report By
 NQ0533  HISTORY     - 1948     MONUMENTED       USGS
 NQ0533
 NQ0533                          STATION DESCRIPTION
 NQ0533
 NQ0533'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0533'LOCATED ON SMALL KNOLL ABOUT 225 FT. N. OF CENTER OF E-W. RD. AND
 NQ0533'ABOUT 100 FT. E. OF CENTER OF RD. N. AT CROSSROADS.  LOCATED NEAR
 NQ0533'CENTER OF E. EDGE OF SEC. 9, T 32 N, AND R 69.
 NQ0533'
 NQ0533'TO REACH FROM DOUGLAS, FROM POST OFFICE AT N. THIRD AND POPLAR STS.,
 NQ0533'GO E. ON POPLAR ST., TO RD. FORK N. AND E. 1/2 BLOCK E. OF N. EIGHTH
 NQ0533'ST.  TAKE LEFT FORK N. 0.10 MI. TO CATTLEGUARD IN SADDLE.  CONTINUE
 NQ0533'ON MAIN RD. SLIGHTLY N., THENCE E. FOR 13.30 MI. TO DIM CROSSROADS,
 NQ0533'ABOUT 300 FT. E. OF Y-RD. NE.  STATION IS LOCATED ON KNOLL 238.8 FT.
 NQ0533'SLIGHTLY E. OF N. FROM CROSSROADS.
 NQ0533'
 NQ0533'STATION MARK--STANDARD TABLET STAMPED ---SSSC-1 1948--- SET IN
 NQ0533'CONCRETE POST.
 NQ0533'
 NQ0533'REFERENCE MARK NO. 1--ONE IN. IRON PIPE EXTENDING 6 IN. ABOVE GROUND,
 NQ0533'BEING, S 00 DEG 48 MIN W, 47.05 FT.
 NQ0533'FROM STATION MARK.
 NQ0533'
 NQ0533'REFERENCE MARK NO. 2--ONE IN. IRON PIPE EXTENDING 6 IN. ABOVE GROUND,
 NQ0533'BEING, N 86 DEG 42 MIN W, 41.00 FT.
 NQ0533'FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0380 ***********************************************************************
 NR0380  DESIGNATION -  ST 29
 NR0380  PID         -  NR0380
 NR0380  STATE/COUNTY-  WY/CARBON
 NR0380  USGS QUAD   -  SCHNEIDER RIDGE (1982)
 NR0380
 NR0380                         *CURRENT SURVEY CONTROL
 NR0380  ___________________________________________________________________
 NR0380* NAD 83(1993)-  42 00 32.76400(N)    106 43 45.95200(W)     ADJUSTED  
 NR0380* NAVD 88     -      1983.9    (meters)    6509.     (feet)  VERTCON   
 NR0380  ___________________________________________________________________
 NR0380  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 NR0380  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 NR0380
 NR0380  HORZ ORDER  -  THIRD
 NR0380
 NR0380.The horizontal coordinates were established by classical geodetic methods
 NR0380.and adjusted by the National Geodetic Survey in January 1997..
 NR0380
 NR0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0380
 NR0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0380
 NR0380.The geoid height was determined by GEOID03.
 NR0380
 NR0380;                    North         East     Units Scale Factor Converg.
 NR0380;SPC WYEC     -   267,764.979   450,023.601   MT  0.99996828   +0 24 15.0
 NR0380;UTM  13      - 4,652,233.414   356,790.732   MT  0.99985236   -1 09 27.4
 NR0380
 NR0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0380!SPC WYEC     -   0.99969113  x   0.99996828  =   0.99965942
 NR0380!UTM  13      -   0.99969113  x   0.99985236  =   0.99954354
 NR0380
 NR0380:                Primary Azimuth Mark                     Grid Az
 NR0380:SPC WYEC     -  CAMPBELL                                 137 55 16.0
 NR0380:UTM  13      -  CAMPBELL                                 139 28 58.4
 NR0380
 NR0380|---------------------------------------------------------------------|
 NR0380| PID    Reference Object                     Distance      Geod. Az  |
 NR0380|                                                           dddmmss.s |
 NR0380| MP0583 CAMPBELL                            APPROX. 4.9 KM 1381931.0 |
 NR0380|---------------------------------------------------------------------|
 NR0380
 NR0380                          SUPERSEDED SURVEY CONTROL
 NR0380
 NR0380  NAD 83(1986)-  42 00 32.75089(N)    106 43 45.94354(W) AD(       ) 3
 NR0380  NAD 27      -  42 00 32.89108(N)    106 43 43.81912(W) AD(       ) 3
 NR0380  NGVD 29 (07/19/86) 1982.7    (m)         6505.     (f) VERT ANG       
 NR0380
 NR0380.Superseded values are not recommended for survey control.
 NR0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0380.See file dsdata.txt to determine how the superseded data were derived.
 NR0380
 NR0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5679152233(NAD 83)
 NR0380
 NR0380  HISTORY     - Date     Condition        Report By
 NR0380  HISTORY     - UNK      MONUMENTED       BOR
 NR0380  HISTORY     - 1951     GOOD             USGS
 NR0380
 NR0380                          STATION DESCRIPTION
 NR0380
 NR0380'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0380'STATION IS LOCATED ABOUT 10 MI. N. AND 9 MI. W. OF HANNA, WYOMING ON A
 NR0380'FLAT SANDSTONE RIDGE ABOUT 0.5 MI. S. OF MEDICINE BOW RIVER BACKWATER.
 NR0380'
 NR0380'TO REACH FROM THE UNION PACIFIC COMPANY STORE IN HANNA PROCEED
 NR0380'EASTERLY ALONG U.S. HWY.30 0.15 MI., TURN LEFT AND FOLLOW THE
 NR0380'HANNA-LEO RD. NORTHERLY 6.0 MI. TO TRACK RD. W., THENCE LEFT PASSING
 NR0380'S. OF OLD CORRAL, CONTINUING W. FOR 1.8 MI. TO OLD BLADED RD.
 NR0380'INTERSECTION.  THENCE RIGHT FOLLOWING BLADED RD. W. ALONG RIM OF
 NR0380'MEDICINE BOW CANON  FOR 9.0 MI. TO DIM CAR TRAIL ON THE RIGHT JUST
 NR0380'BEYOND SOME LARGE SANDSTONE BOULDERS ON THE RIGHT.  FOLLOW THE TRACK
 NR0380'RD. RIGHT, NW., DOWN TOWARDS THE RIVER FOR 2.0 MI. STATION LIES 225
 NR0380'FT. W. OF TRACK RD. ON 15 FT. WIDE FLAT SANDSTONE LEDGE ROCK RIDGE.
 NR0380'
 NR0380'STATION MARK - A U.S. BUREAU OF RECLAMATION BRASS CAP SET IN SANDSTONE
 NR0380'LEDGE AND STAMPED--- ST-29 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0386 ***********************************************************************
 NR0386  DESIGNATION -  ST 6
 NR0386  PID         -  NR0386
 NR0386  STATE/COUNTY-  WY/CARBON
 NR0386  USGS QUAD   -  SEMINOE DAM SE (1982)
 NR0386
 NR0386                         *CURRENT SURVEY CONTROL
 NR0386  ___________________________________________________________________
 NR0386* NAD 83(1993)-  42 00 13.51340(N)    106 52 16.50315(W)     ADJUSTED  
 NR0386* NAVD 88     -      1985.3    (meters)    6513.     (feet)  VERTCON   
 NR0386  ___________________________________________________________________
 NR0386  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 NR0386  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 NR0386
 NR0386  HORZ ORDER  -  THIRD
 NR0386
 NR0386.The horizontal coordinates were established by classical geodetic methods
 NR0386.and adjusted by the National Geodetic Survey in January 1997..
 NR0386
 NR0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0386
 NR0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0386
 NR0386.The geoid height was determined by GEOID03.
 NR0386
 NR0386;                    North         East     Units Scale Factor Converg.
 NR0386;SPC WYEC     -   267,097.924   438,279.285   MT  0.99995552   +0 18 33.2
 NR0386;UTM  13      - 4,651,886.714   345,033.633   MT  0.99989550   -1 15 08.8
 NR0386
 NR0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0386!SPC WYEC     -   0.99969089  x   0.99995552  =   0.99964643
 NR0386!UTM  13      -   0.99969089  x   0.99989550  =   0.99958643
 NR0386
 NR0386:                Primary Azimuth Mark                     Grid Az
 NR0386:SPC WYEC     -  SANDSTONE                                247 54 36.0
 NR0386:UTM  13      -  SANDSTONE                                249 28 18.0
 NR0386
 NR0386|---------------------------------------------------------------------|
 NR0386| PID    Reference Object                     Distance      Geod. Az  |
 NR0386|                                                           dddmmss.s |
 NR0386| MP0600 SANDSTONE                           APPROX. 8.5 KM 2481309.2 |
 NR0386|---------------------------------------------------------------------|
 NR0386
 NR0386                          SUPERSEDED SURVEY CONTROL
 NR0386
 NR0386  NAD 83(1986)-  42 00 13.50071(N)    106 52 16.49460(W) AD(       ) 3
 NR0386  NAD 27      -  42 00 13.64421(N)    106 52 14.34966(W) AD(       ) 3
 NR0386  NGVD 29 (07/19/86) 1984.2    (m)         6510.     (f) VERT ANG       
 NR0386
 NR0386.Superseded values are not recommended for survey control.
 NR0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0386.See file dsdata.txt to determine how the superseded data were derived.
 NR0386
 NR0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4503451887(NAD 83)
 NR0386
 NR0386  HISTORY     - Date     Condition        Report By
 NR0386  HISTORY     - UNK      MONUMENTED       BOR
 NR0386  HISTORY     - 1951     GOOD             USGS
 NR0386
 NR0386                          STATION DESCRIPTION
 NR0386
 NR0386'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0386'STATION LOCATED ABOUT 12 MI. E. AND 15 MI. N. OF SINCLAIR, WROMING,
 NR0386'ON LOW TOP 3/4 MI. W. OF SEMINOE RESERVOIR AND 1667 FT. NW. OF SEC.
 NR0386'COR. 33,34, T.24 N.,R.84 W.4,3,T.23 N.,R.84 W.
 NR0386'
 NR0386'TO REACH FROM SINCLAIR HOTEL PROCEED W. ALONG U.S. HWY.30 FOR THREE
 NR0386'BLKS, THENCE N. ALONG RD. TO SEMINOE DAM 17.9 MI. TO TRACK RD. RIGHT,
 NR0386'THENCE SE. ALONG TRACK RD. 0.6 MI. TO FORKS, THENCE ALONG LEFT FORK
 NR0386'6.0 MI. TO DIM FORKS, THENCE LEFT ACROSS DIRT DAM ALONG DIM RD. NE.
 NR0386'PAST A FENCE CORNER 1.1 MI., THENCE TURN LEFT ACROSS COUNTRY 0.6 MI.
 NR0386'TO HIGHEST POINT AND STATION.
 NR0386'
 NR0386'STATION MARK - U.S. BUREAU OF RECLAMATION BRASS CAP SET IN THE TOP OF
 NR0386'A CONCRETE POST PROJECTING 6 IN. ABOVE THE GROUND AND STAMPED
 NR0386'--- ST-6 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0177 ***********************************************************************
 NS0177  DESIGNATION -  ST 9D
 NS0177  PID         -  NS0177
 NS0177  STATE/COUNTY-  WY/FREMONT
 NS0177  USGS QUAD   -  DEL MONTE RIDGE (1978)
 NS0177
 NS0177                         *CURRENT SURVEY CONTROL
 NS0177  ___________________________________________________________________
 NS0177* NAD 83(1993)-  42 41 41.69074(N)    108 29 54.92981(W)     ADJUSTED  
 NS0177* NAVD 88     -      1832.8    (meters)    6013.     (feet)  VERTCON   
 NS0177  ___________________________________________________________________
 NS0177  LAPLACE CORR-          -7.26  (seconds)                    DEFLEC99
 NS0177  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 NS0177
 NS0177  HORZ ORDER  -  THIRD
 NS0177
 NS0177.The horizontal coordinates were established by classical geodetic methods
 NS0177.and adjusted by the National Geodetic Survey in January 1997..
 NS0177
 NS0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0177
 NS0177.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0177
 NS0177.The geoid height was determined by GEOID03.
 NS0177
 NS0177;                    North         East     Units Scale Factor Converg.
 NS0177;SPC WYWC     -   243,794.622   620,599.934   MT  0.99994272   +0 10 13.7
 NS0177;UTM  12      - 4,729,970.336   704,896.844   MT  1.00011654   +1 41 48.4
 NS0177
 NS0177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0177!SPC WYWC     -   0.99971460  x   0.99994272  =   0.99965733
 NS0177!UTM  12      -   0.99971460  x   1.00011654  =   0.99983110
 NS0177
 NS0177:                Primary Azimuth Mark                     Grid Az
 NS0177:SPC WYWC     -  SANDRAW OIL STACK                        073 51 07.3
 NS0177:UTM  12      -  SANDRAW OIL STACK                        072 19 32.6
 NS0177
 NS0177|---------------------------------------------------------------------|
 NS0177| PID    Reference Object                     Distance      Geod. Az  |
 NS0177|                                                           dddmmss.s |
 NS0177| NS0153 SANDRAW OIL STACK                   APPROX.27.0 KM 0740121.0 |
 NS0177| NS0174 TWIN                                APPROX.10.6 KM 1633616.5 |
 NS0177|---------------------------------------------------------------------|
 NS0177
 NS0177                          SUPERSEDED SURVEY CONTROL
 NS0177
 NS0177  NAD 83(1986)-  42 41 41.67505(N)    108 29 54.93183(W) AD(       ) 3
 NS0177  NAD 27      -  42 41 41.81965(N)    108 29 52.53702(W) AD(       ) 3
 NS0177  NGVD 29 (07/19/86) 1831.8    (m)         6010.     (f) VERT ANG       
 NS0177
 NS0177.Superseded values are not recommended for survey control.
 NS0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0177.See file dsdata.txt to determine how the superseded data were derived.
 NS0177
 NS0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0489729970(NAD 83)
 NS0177_MARKER: DD = SURVEY DISK
 NS0177_SETTING: 0 = UNSPECIFIED SETTING
 NS0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0177
 NS0177  HISTORY     - Date     Condition        Report By
 NS0177  HISTORY     - 1951     MONUMENTED       USGS
 NS0177
 NS0177                          STATION DESCRIPTION
 NS0177
 NS0177'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0177'TO REACH FROM LANDER, WYOMING TRAVEL SE. ALONG U.S.HIGHWAY 287 FOR 7
 NS0177'MI. TO JUNCTION OF HIGHWAY 287 AND 28, TURN LEFT ON U.S.HIGHWAY 287
 NS0177'FOR 9.5 MI.TO JUNCTION OF U.S. HIGHWAY 287 AND TWIN CREEK RD.,TURN
 NS0177'RIGHT ON TWIN CREEK RD.FOR APPROXIMATELY 500 FT. TO DIM RD. ON RIGHT,
 NS0177'ON SIDE RD. AND DRIVE 0.2 MI. OVER ROCKY SLOPE TO TOP OF SLOPE AND
 NS0177'ROCK RIM AND STATION.
 NS0177'
 NS0177'STATION MARK - STANDARD TABLET SET IN ROCK, 12 FT. AND 15 FT. W. FROM
 NS0177'EDGE OF RIM AND STAMPED --- ST-9D-1951---.
 NS0177'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0597 ***********************************************************************
 MP0597  DESIGNATION -  ST MARY RESET
 MP0597  PID         -  MP0597
 MP0597  STATE/COUNTY-  WY/CARBON
 MP0597  USGS QUAD   -  WALCOTT (1982)
 MP0597
 MP0597                         *CURRENT SURVEY CONTROL
 MP0597  ___________________________________________________________________
 MP0597* NAD 83(1993)-  41 47 42.34691(N)    106 50 28.77107(W)     ADJUSTED  
 MP0597* NAVD 88     -      2286.1    (meters)    7500.     (feet)  VERTCON   
 MP0597  ___________________________________________________________________
 MP0597  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 MP0597  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 MP0597
 MP0597  HORZ ORDER  -  SECOND
 MP0597
 MP0597.The horizontal coordinates were established by classical geodetic methods
 MP0597.and adjusted by the National Geodetic Survey in January 1997..
 MP0597
 MP0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0597
 MP0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0597
 MP0597.The geoid height was determined by GEOID03.
 MP0597
 MP0597;                    North         East     Units Scale Factor Converg.
 MP0597;SPC WYEC     -   243,937.240   440,891.253   MT  0.99995807   +0 19 40.5
 MP0597;UTM  13      - 4,628,665.070   347,014.589   MT  0.99988801   -1 13 38.7
 MP0597
 MP0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0597!SPC WYEC     -   0.99964372  x   0.99995807  =   0.99960180
 MP0597!UTM  13      -   0.99964372  x   0.99988801  =   0.99953177
 MP0597
 MP0597|---------------------------------------------------------------------|
 MP0597| PID    Reference Object                     Distance      Geod. Az  |
 MP0597|                                                           dddmmss.s |
 MP0597| CP5839 ST MARY RM 1                          5.901 METERS 04407     |
 MP0597| CP5838 ST MARY AZ MK                                      0994945.4 |
 MP0597| CP5840 ST MARY RM 2                          5.716 METERS 18347     |
 MP0597|---------------------------------------------------------------------|
 MP0597
 MP0597                          SUPERSEDED SURVEY CONTROL
 MP0597
 MP0597  NAD 83(1986)-  41 47 42.33552(N)    106 50 28.76334(W) AD(       ) 2
 MP0597  NAD 27      -  41 47 42.47400(N)    106 50 26.63500(W) AD(       ) 2
 MP0597  NGVD 29 (07/19/86) 2284.9    (m)         7496.     (f) VERT ANG       
 MP0597
 MP0597.Superseded values are not recommended for survey control.
 MP0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0597.See file dsdata.txt to determine how the superseded data were derived.
 MP0597
 MP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4701528665(NAD 83)
 MP0597_MARKER: DS = TRIANGULATION STATION DISK
 MP0597_SETTING: 80 = SET IN A BOULDER
 MP0597_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0597
 MP0597  HISTORY     - Date     Condition        Report By
 MP0597  HISTORY     - 1948     MONUMENTED       CGS
 MP0597  HISTORY     - 1951     GOOD             USGS
 MP0597  HISTORY     - 1953     GOOD             USGS
 MP0597
 MP0597                          STATION DESCRIPTION
 MP0597
 MP0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0597'STATION MARK FOUND AS DESCRIBED, BUT APPEARED TO BE LOOSE, SO
 MP0597'WAS RESET IN THE ORIGINAL POSITION.  TWO REFERENCE MARKS AND
 MP0597'AN AZIMUTH MARK WERE ESTABLISHED AS DESCRIBED BELOW.
 MP0597'
 MP0597'STATION MARK IS LOCATED ON HIGHEST POINT OF PROMINENT, POINTED
 MP0597'HILL LOCALLY KNOWN AS ST. MARY HILL, IN T. 21 N., R. 84 W.,
 MP0597'ABOUT 20 MILES AIR LINE EAST OF RAWLINS, 2-1/2 MILES AIR LINE
 MP0597'NORTH OF WALCOTT, 6 FEET SOUTHEAST OF A WHITE WITNESS POST.
 MP0597'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A DRILL
 MP0597'HOLE IN A BOULDER, PROJECTS 8 INCHES, AND IS UNSTAMPED.
 MP0597'
 MP0597'REFERENCE MARK NO. 1 IS ABOUT 18 INCHES LOWER THAN STATION,
 MP0597'SET FLUSH WITH GROUND, AND STAMPED,
 MP0597'ST MARY NO 1 1948.
 MP0597'
 MP0597'REFERENCE MARK NO. 2 IS ABOUT 18 INCHES LOWER THAN STATION,
 MP0597'SET FLUSH WITH GROUND, AND STAMPED,
 MP0597'ST MARY NO 2 1948.
 MP0597'
 MP0597'AZIMUTH MARK IS LOCATED 95 PACES NORTH OF ROAD LEADING TO
 MP0597'STATION, ON SOUTH END OF A PROMINENT OUTCROP OF SHELF BEDROCK,
 MP0597'6 FEET NORTHWEST OF A WHITE WITNESS POST, PROJECTS 30 INCHES,
 MP0597'AND STAMPED, ST MARY 1948.
 MP0597'
 MP0597'TO REACH FROM WALCOTT POST OFFICE AND SERVICE STATION AT
 MP0597'JUNCTION OF STATE HIGHWAY 130 AND U.S. HIGHWAY 30, TURN LEFT,
 MP0597'NORTH, ONTO DIRT ROAD AND GO 1.0 MILE TO RAILROAD STATION
 MP0597'AT WALCOTT.  GO EAST ALONG NORTH SIDE OF TRACKS TO BARN AND
 MP0597'CORRAL, TURN LEFT AND FOLLOW MAIN TRAVELED ROAD NORTHERLY
 MP0597'FOR 2.6 MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE AND
 MP0597'END OF TRUCK TRAVEL.  PACK WESTERLY UP RIDGE TO SOUTH OF DRAW
 MP0597'TO HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A 45 MINUTE
 MP0597'PACK.
 MP0597'
 MP0597'NOTE--IT IS POSSIBLE TO DRIVE TO STATION WITH A FOUR WHEEL
 MP0597'DRIVE VEHICLE, BY PICKING WAY IN ABOUT THE SAME DIRECTION
 MP0597'AS IS GIVEN ABOVE TO PACK.
 MP0597'
 MP0597'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 MP0597
 MP0597                          STATION RECOVERY (1951)
 MP0597
 MP0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 MP0597'RECOVERED.
 MP0597'
 MP0597'STATION MARK--USGS TABLET, SET IN DRILL HOLE IN BOULDER, STAMPED
 MP0597'---ST. MARY 1951---.  TABLET STAMPED IN 1951.
 MP0597
 MP0597                          STATION RECOVERY (1953)
 MP0597
 MP0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JCD)
 MP0597'FOLLOWING ROUTE DESCRIPTION BY J.C. DYER -USGS- 1953,
 MP0597'A FOUR WHEEL DRIVE VEHICLE CAN BE TAKEN TO THE STATION BY DRIVING UP
 MP0597'THE SE.EDGE OF A DRAIN ON THE N.SIDE OF THE HILL. DRIVE UP SE. EDGE OF
 MP0597'DRAIN TO SADDLE, THENCE DRIVE W. TO TOP OF RIDGE, DRIVE UP RIDGE TO SW
 MP0597'TO THE HIGHEST POINT AND STATION.
 MP0597'THE HIGHEST POINT AND STATION.
 MP0597'
 MP0597'THE YEAR 1951 WAS STAMPED ON THE TABLET.
 MP0597'
 MP0597'STATION MARK - USGS TABLET SET IN A DRILL HOLE IN BOULDER, STAMPED
 MP0597'---ST. MARY 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0446 ***********************************************************************
 OW0446  DESIGNATION -  ST MICHAEL
 OW0446  PID         -  OW0446
 OW0446  STATE/COUNTY-  WY/FREMONT
 OW0446  USGS QUAD   -  MULE BUTTE (1978)
 OW0446
 OW0446                         *CURRENT SURVEY CONTROL
 OW0446  ___________________________________________________________________
 OW0446* NAD 83(1993)-  43 00 29.97414(N)    108 44 48.95374(W)     ADJUSTED  
 OW0446* NAVD 88     -      1674.7    (meters)    5494.     (feet)  VERTCON   
 OW0446  ___________________________________________________________________
 OW0446  LAPLACE CORR-         -15.09  (seconds)                    DEFLEC99
 OW0446  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 OW0446
 OW0446  HORZ ORDER  -  THIRD
 OW0446
 OW0446.The horizontal coordinates were established by classical geodetic methods
 OW0446.and adjusted by the National Geodetic Survey in January 1997..
 OW0446
 OW0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0446
 OW0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0446
 OW0446.The geoid height was determined by GEOID03.
 OW0446
 OW0446;                    North         East     Units Scale Factor Converg.
 OW0446;SPC WYWC     -   278,578.700   600,250.151   MT  0.99993750   +0 00 07.5
 OW0446;UTM  12      - 4,764,202.689   683,622.461   MT  1.00001480   +1 32 14.1
 OW0446
 OW0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0446!SPC WYWC     -   0.99973938  x   0.99993750  =   0.99967689
 OW0446!UTM  12      -   0.99973938  x   1.00001480  =   0.99975417
 OW0446
 OW0446:                Primary Azimuth Mark                     Grid Az
 OW0446:SPC WYWC     -  WAMPUM                                   231 54 46.8
 OW0446:UTM  12      -  WAMPUM                                   230 22 40.2
 OW0446
 OW0446|---------------------------------------------------------------------|
 OW0446| PID    Reference Object                     Distance      Geod. Az  |
 OW0446|                                                           dddmmss.s |
 OW0446| NS0329 WAMPUM                              APPROX. 3.9 KM 2315454.3 |
 OW0446|---------------------------------------------------------------------|
 OW0446
 OW0446                          SUPERSEDED SURVEY CONTROL
 OW0446
 OW0446  NAD 83(1986)-  43 00 29.95663(N)    108 44 48.95585(W) AD(       ) 3
 OW0446  NGVD 29 (11/06/89) 1673.7    (m)         5491.     (f) VERT ANG       
 OW0446
 OW0446.Superseded values are not recommended for survey control.
 OW0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0446.See file dsdata.txt to determine how the superseded data were derived.
 OW0446
 OW0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8362264203(NAD 83)
 OW0446_MARKER: DD = SURVEY DISK
 OW0446_SETTING: 0 = UNSPECIFIED SETTING
 OW0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0446
 OW0446  HISTORY     - Date     Condition        Report By
 OW0446  HISTORY     - 1948     MONUMENTED       USGS
 OW0446
 OW0446                          STATION DESCRIPTION
 OW0446
 OW0446'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0446'STATION LOCATED ABOUT 7.0 MI. E. OF FORT WASHAKIE, AND ABOUT 1.8 MI.
 OW0446'SE. OF ST. MICHAELS MISSION IN ETHETE, ON THE N. EDGE (NEAR W. END) OF
 OW0446'A LOW TABLE-TOPPED RIDGE ABOUT 1.8 MI. S. OF LITTLE WIND RIVER.
 OW0446'LOCATED IN SEC. 3, T 1 S, R 1 E.
 OW0446'
 OW0446'TO REACH FROM NW. CORNER OF ST. MICHAELS MISSION GROUNDS AND GRADED
 OW0446'CROSSROADS IN ETHETE, GO S. 1.5 MI. TO --L-- BEND LEFT, CONTINUE ON
 OW0446'GRADED GOOD RD. E. 0.5 MI. TO --L-- TURN RIGHT, CONTINUE S. 0.5 MI.
 OW0446'TO T-INTERSECTION, TURN LEFT AND GO E. 0.4 MI. TO CANAL BRIDGE, CROSS
 OW0446'BRIDGE, THEN TURN LEFT ON IMPROVED DIRT RD., FOLLOWING THIS RD. N. 0.1
 OW0446'MI. TO CANAL BRIDGE AND Y-FORKS IMMEDIATELY N., TURN RIGHT AND FOLLOW
 OW0446'TRACK RIGHT FORK 0.4 MI. NE. TO W. END AND TOP OF LOW RIDGE.  THERE
 OW0446'ARE TRACK Y-FORKS AT THIS POINT.  TAKE LEFT FORK N. 0.1 MI. TO
 OW0446'Y-FORKS, TAKE RIGHT FORK AND GO 0.1 MI. NE. AND E. TO N. EDGE OF TOP
 OW0446'AND STATION.
 OW0446'
 OW0446'STATION MARK--STANDARD USGS TABLET STAMPED---ST. MICHAEL 1948
 OW0446'TJW--- AND SET IN CONCRETE FLUSH WITH GROUND.
 OW0446'
 OW0446'REFERENCE MARKS--STANDARD USGS REFERENCE TABLETS SET IN CONCRETE
 OW0446'FLUSH WITH GROUND.
 OW0446'
 OW0446'REFERENCE MARK NO. 1--17.61 FT. N. OF STATION, N 19 DEGREES
 OW0446'39 MINUTES, SW, STAMPED---ST. MICHAEL NO. 1 1948---.
 OW0446'
 OW0446'REFERENCE MARK NO. 2--22.77 FT. E. OF STATION, N 84 DEGREES
 OW0446'DEGREES 30 MINUTES, SW, STAMPED---ST. MICHAEL NO. 2 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0303 ***********************************************************************
 NQ0303  DESIGNATION -  STA B
 NQ0303  PID         -  NQ0303
 NQ0303  STATE/COUNTY-  WY/CONVERSE
 NQ0303  USGS QUAD   -  IRVINE (1949)
 NQ0303
 NQ0303                         *CURRENT SURVEY CONTROL
 NQ0303  ___________________________________________________________________
 NQ0303* NAD 83(1993)-  42 44 48.70083(N)    105 22 29.77631(W)     ADJUSTED  
 NQ0303* NAVD 88     -      1478.831  (meters)    4851.80   (feet)  ADJUSTED  
 NQ0303  ___________________________________________________________________
 NQ0303  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 NQ0303  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0303  DYNAMIC HT  -        1477.897 (meters)    4848.73  (feet)  COMP
 NQ0303  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 NQ0303
 NQ0303  HORZ ORDER  -  THIRD
 NQ0303  VERT ORDER  -  SECOND    CLASS 0
 NQ0303
 NQ0303.This mark is at Converse County Airport (DGW)
 NQ0303
 NQ0303.The horizontal coordinates were established by classical geodetic methods
 NQ0303.and adjusted by the National Geodetic Survey in January 1997..
 NQ0303
 NQ0303.The orthometric height was determined by differential leveling
 NQ0303.and adjusted by the National Geodetic Survey in June 1991..
 NQ0303
 NQ0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0303
 NQ0303.The geoid height was determined by GEOID03.
 NQ0303
 NQ0303.The dynamic height is computed by dividing the NAVD 88
 NQ0303.geopotential number by the normal gravity value computed on the
 NQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0303.degrees latitude (g = 980.6199 gals.).
 NQ0303
 NQ0303.The modeled gravity was interpolated from observed gravity values.
 NQ0303
 NQ0303;                    North         East     Units Scale Factor Converg.
 NQ0303;SPC WY E     -   249,555.329   182,948.878   MT  0.99994108   -0 08 28.9
 NQ0303;UTM  13      - 4,732,772.952   469,314.260   MT  0.99961158   -0 15 16.2
 NQ0303
 NQ0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0303!SPC WY E     -   0.99977037  x   0.99994108  =   0.99971146
 NQ0303!UTM  13      -   0.99977037  x   0.99961158  =   0.99938204
 NQ0303
 NQ0303:                Primary Azimuth Mark                     Grid Az
 NQ0303:SPC WY E     -  AIRPORT BEACON CONVERSE CO APT           076 07 50.4
 NQ0303:UTM  13      -  AIRPORT BEACON CONVERSE CO APT           076 14 37.7
 NQ0303
 NQ0303|---------------------------------------------------------------------|
 NQ0303| PID    Reference Object                     Distance      Geod. Az  |
 NQ0303|                                                           dddmmss.s |
 NQ0303| NQ0561 AIRPORT BEACON CONVERSE CO APT      APPROX. 0.5 KM 0755921.5 |
 NQ0303|---------------------------------------------------------------------|
 NQ0303
 NQ0303                          SUPERSEDED SURVEY CONTROL
 NQ0303
 NQ0303  NAD 83(1986)-  42 44 48.66452(N)    105 22 29.75318(W) AD(       ) 3
 NQ0303  NAD 27      -  42 44 48.78000(N)    105 22 27.81000(W) AD(       ) 3
 NQ0303  NGVD 29 (??/??/92) 1477.964  (m)         4848.95   (f) ADJ UNCH    2 0
 NQ0303
 NQ0303.Superseded values are not recommended for survey control.
 NQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0303.See file dsdata.txt to determine how the superseded data were derived.
 NQ0303
 NQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6931432773(NAD 83)
 NQ0303_MARKER: DT = TOPOGRAPHIC STATION DISK
 NQ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0303_STAMPING: AP 1960 STA B
 NQ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0303+STABILITY: SURFACE MOTION
 NQ0303
 NQ0303  HISTORY     - Date     Condition        Report By
 NQ0303  HISTORY     - 1960     MONUMENTED       CGS
 NQ0303  HISTORY     - 1960     GOOD             CGS
 NQ0303
 NQ0303                          STATION DESCRIPTION
 NQ0303
 NQ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 NQ0303'AT THE EXACT SW CORNER OF THE NW END OF THE NW/SE RUNWAY.  A
 NQ0303'STANDARD TOPO DISK IN CONCRETE MONUMENT SET FLUSH WITH THE
 NQ0303'SURFACE OF THE RUNWAY.
 NQ0303
 NQ0303                          STATION RECOVERY (1960)
 NQ0303
 NQ0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 NQ0303'1 MI E FROM DOUGLAS.
 NQ0303'AT CONVERSE COUNTY AIRPORT WHICH IS ABOUT 1.0 MILE EAST OF DOUGLAS,
 NQ0303'WYOMING ALONG U.S. HWY. 87.  AT THE EXACT SW CORNER OF THE NW
 NQ0303'END OF THE NW-SE RUNWAY.  A STANDARD TOPOGRAPHIC STATION DISK
 NQ0303'STAMPED AP 1960 STA. B, SET IN THE TOP OF A CONCRETE MONUMENT
 NQ0303'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0490 ***********************************************************************
 NQ0490  DESIGNATION -  STAGE
 NQ0490  PID         -  NQ0490
 NQ0490  STATE/COUNTY-  WY/PLATTE
 NQ0490  USGS QUAD   -  EAGLES NEST (1990)
 NQ0490
 NQ0490                         *CURRENT SURVEY CONTROL
 NQ0490  ___________________________________________________________________
 NQ0490* NAD 83(1993)-  42 03 29.47178(N)    104 44 31.20967(W)     ADJUSTED  
 NQ0490* NAVD 88     -      1571.     (meters)    5154.     (feet)  SCALED    
 NQ0490  ___________________________________________________________________
 NQ0490  LAPLACE CORR-          -9.03  (seconds)                    DEFLEC99
 NQ0490  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 NQ0490
 NQ0490  HORZ ORDER  -  THIRD
 NQ0490
 NQ0490.The horizontal coordinates were established by classical geodetic methods
 NQ0490.and adjusted by the National Geodetic Survey in January 1997..
 NQ0490
 NQ0490.The orthometric height was scaled from a topographic map.
 NQ0490
 NQ0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0490
 NQ0490.The geoid height was determined by GEOID03.
 NQ0490
 NQ0490;                    North         East     Units Scale Factor Converg.
 NQ0490;SPC WY E     -   173,127.583   235,149.500   MT  0.99995270   +0 17 04.1
 NQ0490;UTM  13      - 4,656,268.846   521,347.255   MT  0.99960561   +0 10 22.2
 NQ0490
 NQ0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0490!SPC WY E     -   0.99975607  x   0.99995270  =   0.99970878
 NQ0490!UTM  13      -   0.99975607  x   0.99960561  =   0.99936178
 NQ0490
 NQ0490|---------------------------------------------------------------------|
 NQ0490| PID    Reference Object                     Distance      Geod. Az  |
 NQ0490|                                                           dddmmss.s |
 NQ0490| CQ4127 STAGE RM 1                           22.174 METERS 07109     |
 NQ0490| CQ4126 STAGE AZ MK                                        1250216.1 |
 NQ0490| CQ4128 STAGE RM 2                           24.274 METERS 30720     |
 NQ0490|---------------------------------------------------------------------|
 NQ0490
 NQ0490                          SUPERSEDED SURVEY CONTROL
 NQ0490
 NQ0490  NAD 83(1986)-  42 03 29.45224(N)    104 44 31.20666(W) AD(       ) 3
 NQ0490  NAD 27      -  42 03 29.56570(N)    104 44 29.32950(W) AD(       ) 3
 NQ0490
 NQ0490.Superseded values are not recommended for survey control.
 NQ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0490.See file dsdata.txt to determine how the superseded data were derived.
 NQ0490
 NQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2134756269(NAD 83)
 NQ0490_MARKER: DS = TRIANGULATION STATION DISK
 NQ0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0490
 NQ0490  HISTORY     - Date     Condition        Report By
 NQ0490  HISTORY     - 1963     MONUMENTED       CGS
 NQ0490
 NQ0490                          STATION DESCRIPTION
 NQ0490
 NQ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0490'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW BUT
 NQ0490'PROMINENT BUTTE ABOUT 11 MILES EAST OF WHEATLAND, IN THE NW
 NQ0490'1/4 OF SECTION 14 T24N R66W.
 NQ0490'
 NQ0490'TO REACH THE STATION FROM THE BURLINGTON RAIL ROAD DEPOT IN
 NQ0490'WHEATLAND GO EASTERLY ON ANTELOPE GAP ROAD FOR 7.5 MILES TO FORKS,
 NQ0490'KEEP LEFT AND CONTINUE EASTERLY ON MACADAM ROAD FOR 4.0 MILES TO
 NQ0490'CROSSROADS AND END OF MACADAM, TURN LEFT, NORTH, AND FOLLOW
 NQ0490'GRAVELED ROAD FOR 1.9 MILES TO TOP OF RIDGE, GATE ON LEFT
 NQ0490'AND AZIMUTH MARK ON THE RIGHT, TURN LEFT THROUGH GATE, AND
 NQ0490'FOLLOW TRACK ROAD WESTERLY FOR 0.6 MILE TO A NORTH-SOUTH
 NQ0490'FENCE, TURN RIGHT, NORTH, AND FOLLOW FENCE FOR 0.5 MILE TO
 NQ0490'FENCE CORNER AND GATE, TURN LEFT THROUGH GATE AND BEAR
 NQ0490'SOUTHWESTERLY ACROSS PASTURE FOR 0.15 TO TOP OF BUTTE AND
 NQ0490'STATION.
 NQ0490'
 NQ0490'THE STATION MARK IS A STANDARD DISK STAMPED STAGE 1963 SET
 NQ0490'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NQ0490'3 INCHES.  IT IS 9.3 FEET WEST OF A WITNESS POST.
 NQ0490'
 NQ0490'REFERENCE MARK 1 IS A STANDARD DISK STAMPED STAGE NO 1 1963
 NQ0490'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NQ0490'PROJECTS 6 INCHES.  IT IS 64.5 FEET EAST-NORTHEAST OF THE
 NQ0490'WITNESS POST.
 NQ0490'
 NQ0490'REFERENCE MARK 2 IS A STANDARD DISK STAMPED STAGE NO 2 1963
 NQ0490'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 NQ0490'SURFACE OF THE GROUND.  IT IS 87.7 FEET NORTHWEST OF THE
 NQ0490'WITNESS POST.
 NQ0490'
 NQ0490'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STAGE 1963 SET
 NQ0490'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 NQ0490'6 INCHES.  IT IS 35 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 NQ0490'5 FEET NORTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0571 ***********************************************************************
 MP0571  DESIGNATION -  STANDARD
 MP0571  PID         -  MP0571
 MP0571  STATE/COUNTY-  WY/CARBON
 MP0571  USGS QUAD   -  COW CREEK RANCH (1961)
 MP0571
 MP0571                         *CURRENT SURVEY CONTROL
 MP0571  ___________________________________________________________________
 MP0571* NAD 83(1993)-  41 21 33.64865(N)    106 49 07.20506(W)     ADJUSTED  
 MP0571* NAVD 88     -      2243.5    (meters)    7361.     (feet)  VERTCON   
 MP0571  ___________________________________________________________________
 MP0571  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 MP0571  GEOID HEIGHT-         -11.86  (meters)                     GEOID03
 MP0571
 MP0571  HORZ ORDER  -  SECOND
 MP0571
 MP0571.The horizontal coordinates were established by classical geodetic methods
 MP0571.and adjusted by the National Geodetic Survey in January 1997..
 MP0571
 MP0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0571
 MP0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0571
 MP0571.The geoid height was determined by GEOID03.
 MP0571
 MP0571;                    North         East     Units Scale Factor Converg.
 MP0571;SPC WYEC     -   195,554.498   443,062.810   MT  0.99996031   +0 20 24.3
 MP0571;UTM  13      - 4,580,244.835   347,877.666   MT  0.99988480   -1 12 07.1
 MP0571
 MP0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0571!SPC WYEC     -   0.99965009  x   0.99996031  =   0.99961041
 MP0571!UTM  13      -   0.99965009  x   0.99988480  =   0.99953493
 MP0571
 MP0571:                Primary Azimuth Mark                     Grid Az
 MP0571:SPC WYEC     -  STANDARD AZ MK                           052 35 44.2
 MP0571:UTM  13      -  STANDARD AZ MK                           054 08 15.6
 MP0571
 MP0571|---------------------------------------------------------------------|
 MP0571| PID    Reference Object                     Distance      Geod. Az  |
 MP0571|                                                           dddmmss.s |
 MP0571| CP5843 STANDARD AZ MK                                     0525608.5 |
 MP0571| CP5844 STANDARD RM 1                         8.405 METERS 08509     |
 MP0571| CP5845 STANDARD RM 2                         7.202 METERS 17652     |
 MP0571|---------------------------------------------------------------------|
 MP0571
 MP0571                          SUPERSEDED SURVEY CONTROL
 MP0571
 MP0571  NAD 83(1986)-  41 21 33.64091(N)    106 49 07.19963(W) AD(       ) 2
 MP0571  NAD 27      -  41 21 33.76900(N)    106 49 05.05700(W) AD(       ) 2
 MP0571  NGVD 29 (07/19/86) 2242.3    (m)         7357.     (f) VERT ANG       
 MP0571
 MP0571.Superseded values are not recommended for survey control.
 MP0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0571.See file dsdata.txt to determine how the superseded data were derived.
 MP0571
 MP0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF4787880245(NAD 83)
 MP0571_MARKER: DS = TRIANGULATION STATION DISK
 MP0571_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MP0571
 MP0571  HISTORY     - Date     Condition        Report By
 MP0571  HISTORY     - 1948     MONUMENTED       CGS
 MP0571
 MP0571                          STATION DESCRIPTION
 MP0571
 MP0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0571'THE STATION IS LOCATED NEAR THE WESTERN RIM OF A LARGE, FLAT
 MP0571'MESA, ABOUT 6.5 MILES AIRLINE SOUTH OF SARATOGA, ABOUT 1/2
 MP0571'MILE SOUTH OF AN EAST - WEST FENCE LINE ON TOP OF MESA, 4
 MP0571'FEET SOUTH SOUTHWEST OF A WHITE WITNESS POST, SET FLUSH WITH
 MP0571'GROUND, AND STAMPED, STANDARD 1948.
 MP0571'
 MP0571'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 MP0571'SET FLUSH WITH GROUND, AND STAMPED, STANDARD NO 1 1948.
 MP0571'
 MP0571'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION,
 MP0571'SET FLUSH WITH GROUND, AND STAMPED, STANDARD NO 2 1948.
 MP0571'
 MP0571'AZIMUTH MARK IS LOCATED 3 PACES EAST OF TRACK ROAD, 1 PACE
 MP0571'EAST OF WHITE WITNESS POST, SET FLUSH WITH GROUND, AND STAMPED,
 MP0571'STANDARD 1948.
 MP0571'
 MP0571'TO REACH FROM POST OFFICE IN SARATOGA GO WEST AND SOUTH ON
 MP0571'STATE ROUTE 130 FOR 2.4 MILES TO A DIRT ROAD ON RIGHT AND SIGN,
 MP0571'COZY CANYON RANCH.  TURN RIGHT ONTO DIRT ROAD AND GO 0.1
 MP0571'MILE TO FORK.  TAKE LEFT FORK AND FOLLOW TRACK ROAD FOR 0.7
 MP0571'MILE TO TOP OF RIM AND FORK.  TAKE LEFT FORK AND GO 2.8 MILES
 MP0571'TO FORK, JUST AFTER CROSSING LARGE DRAW.  TAKE RIGHT FORK
 MP0571'AND GO 0.75 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.
 MP0571'CONTINUE ON ROAD FOR 0.25 MILE.  LEAVE ROAD, TURNING RIGHT
 MP0571'AND GO WEST FOR 0.35 MILE TO STATION AS DESCRIBED ABOVE.  A
 MP0571'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0806 ***********************************************************************
 OX0806  DESIGNATION -  STAR PEAK
 OX0806  PID         -  OX0806
 OX0806  STATE/COUNTY-  WY/LINCOLN
 OX0806  USGS QUAD   -  STEWART PEAK (1965)
 OX0806
 OX0806                         *CURRENT SURVEY CONTROL
 OX0806  ___________________________________________________________________
 OX0806* NAD 83(1993)-  43 00 28.47934(N)    110 54 53.05819(W)     ADJUSTED  
 OX0806* NAVD 88     -      3072.6    (meters)   10081.     (feet)  VERTCON   
 OX0806  ___________________________________________________________________
 OX0806  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 OX0806  GEOID HEIGHT-         -10.56  (meters)                     GEOID03
 OX0806
 OX0806  HORZ ORDER  -  THIRD
 OX0806
 OX0806.The horizontal coordinates were established by classical geodetic methods
 OX0806.and adjusted by the National Geodetic Survey in January 1997..
 OX0806
 OX0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0806
 OX0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0806
 OX0806.The geoid height was determined by GEOID03.
 OX0806
 OX0806;                    North         East     Units Scale Factor Converg.
 OX0806;SPC WY W     -   378,868.022   732,219.192   MT  0.99999400   -0 34 01.6
 OX0806;SPC ID E     -   149,738.018   302,065.553   MT  1.00007548   +0 51 14.4
 OX0806;UTM  12      - 4,761,696.818   506,948.642   MT  0.99960059   +0 03 29.4
 OX0806
 OX0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0806!SPC WY W     -   0.99952003  x   0.99999400  =   0.99951403
 OX0806!SPC ID E     -   0.99952003  x   1.00007548  =   0.99959547
 OX0806!UTM  12      -   0.99952003  x   0.99960059  =   0.99912081
 OX0806
 OX0806:                Primary Azimuth Mark                     Grid Az
 OX0806:SPC WY W     -  GREYS                                    041 27 44.0
 OX0806:SPC ID E     -  GREYS                                    040 02 28.0
 OX0806:UTM  12      -  GREYS                                    040 50 13.0
 OX0806
 OX0806|---------------------------------------------------------------------|
 OX0806| PID    Reference Object                     Distance      Geod. Az  |
 OX0806|                                                           dddmmss.s |
 OX0806| OX0805 GREYS                               APPROX.13.6 KM 0405342.4 |
 OX0806|---------------------------------------------------------------------|
 OX0806
 OX0806                          SUPERSEDED SURVEY CONTROL
 OX0806
 OX0806  NAD 83(1993)-  43 00 28.47928(N)    110 54 53.05511(W) AD(       ) 3
 OX0806  NAD 83(1986)-  43 00 28.46614(N)    110 54 53.04781(W) AD(       ) 3
 OX0806  NAD 27      -  43 00 28.75300(N)    110 54 50.27100(W) AD(       ) 3
 OX0806  NGVD 29 (07/19/86) 3071.2    (m)        10076.     (f) VERT ANG       
 OX0806
 OX0806.Superseded values are not recommended for survey control.
 OX0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0806.See file dsdata.txt to determine how the superseded data were derived.
 OX0806
 OX0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN0694961697(NAD 83)
 OX0806_MARKER: 03 = MOUNTAIN PEAK
 OX0806_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OX0806_SP_SET: OBJECT IMBEDDED IN GROUND
 OX0806
 OX0806  HISTORY     - Date     Condition        Report By
 OX0806  HISTORY     - 1922     FIRST OBSERVED   USGS
 OX0806  HISTORY     - 1965     GOOD             USGS
 OX0806
 OX0806                          STATION DESCRIPTION
 OX0806
 OX0806'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0806'RECOVERED.
 OX0806'
 OX0806'STATION MARK--ALUMINUM TABLET, IN LOOSE ROCK, 1 FT. BELOW SURFACE,
 OX0806'STONE WITH ---U.S.--- AND A DRILL HOLE MARKING CENTER, PLACED LEVEL
 OX0806'WITH SURFACE OVER TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0669 ***********************************************************************
 OX0669  DESIGNATION -  STARVATION PEAK ET
 OX0669  PID         -  OX0669
 OX0669  STATE/COUNTY-  WY/TETON
 OX0669  USGS QUAD   -  PALISADES PEAK (1996)
 OX0669
 OX0669                         *CURRENT SURVEY CONTROL
 OX0669  ___________________________________________________________________
 OX0669* NAD 83(1993)-  43 25 59.33898(N)    111 01 37.79066(W)     ADJUSTED  
 OX0669* NAVD 88     -      2950.7    (meters)    9681.     (feet)  VERTCON   
 OX0669  ___________________________________________________________________
 OX0669  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 OX0669  GEOID HEIGHT-          -9.83  (meters)                     GEOID03
 OX0669
 OX0669  HORZ ORDER  -  THIRD
 OX0669
 OX0669.The horizontal coordinates were established by classical geodetic methods
 OX0669.and adjusted by the National Geodetic Survey in July 1992..
 OX0669
 OX0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0669
 OX0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0669
 OX0669.The geoid height was determined by GEOID03.
 OX0669
 OX0669;                    North         East     Units Scale Factor Converg.
 OX0669;SPC WY W     -   426,205.109   723,586.519   MT  1.00000930   -0 38 56.1
 OX0669;UTM  12      - 4,808,917.521   497,801.517   MT  0.99960006   -0 01 07.2
 OX0669
 OX0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0669!SPC WY W     -   0.99953903  x   1.00000930  =   0.99954833
 OX0669!UTM  12      -   0.99953903  x   0.99960006  =   0.99913928
 OX0669
 OX0669:                Primary Azimuth Mark                     Grid Az
 OX0669:SPC WY W     -  BAIRD                                    215 45 15.3
 OX0669:UTM  12      -  BAIRD                                    215 07 26.4
 OX0669
 OX0669|---------------------------------------------------------------------|
 OX0669| PID    Reference Object                     Distance      Geod. Az  |
 OX0669|                                                           dddmmss.s |
 OX0669| OX0672 BAIRD                               APPROX. 9.5 KM 2150619.2 |
 OX0669|---------------------------------------------------------------------|
 OX0669
 OX0669                          SUPERSEDED SURVEY CONTROL
 OX0669
 OX0669  NAD 83(1986)-  43 25 59.33082(N)    111 01 37.78131(W) AD(       ) 3
 OX0669  NAD 27      -  43 25 59.60343(N)    111 01 35.01378(W) AD(       ) 3
 OX0669  NGVD 29 (07/19/86) 2949.3    (m)         9676.     (f) VERT ANG       
 OX0669
 OX0669.Superseded values are not recommended for survey control.
 OX0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0669.See file dsdata.txt to determine how the superseded data were derived.
 OX0669
 OX0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP9780208918(NAD 83)
 OX0669_MARKER: DD = SURVEY DISK
 OX0669_SETTING: 66 = SET IN ROCK OUTCROP
 OX0669_SP_SET: SET IN ROCK OUTCROP
 OX0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0669+STABILITY: POSITION/ELEVATION WELL
 OX0669
 OX0669  HISTORY     - Date     Condition        Report By
 OX0669  HISTORY     - 1963     MONUMENTED       USGS
 OX0669
 OX0669                          STATION DESCRIPTION
 OX0669
 OX0669'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 OX0669'STATION LOCATED ON STARVATION PEAK, ABOUT 24 MI. (AIRLINE) WSW. OF
 OX0669'JACKSON, ABOUT 6 MI. (AIRLINE) SW. OF TETON PASS AND 8 FT. W. AND
 OX0669'0.8 FT. LOWER THAN THE HIGHEST POINT OF THE PEAK.
 OX0669'
 OX0669'STATION WAS REACHED BY HELICOPTER.
 OX0669'
 OX0669'STATION MARK--USGS ALUMINUM TABLET, STAMPED ---STARVATION PEAK-ET
 OX0669'1963---, SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0407 ***********************************************************************
 PX0407  DESIGNATION -  STATE
 PX0407  PID         -  PX0407
 PX0407  STATE/COUNTY-  WY/PARK
 PX0407  USGS QUAD   -  SHOSHONE CANYON (1987)
 PX0407
 PX0407                         *CURRENT SURVEY CONTROL
 PX0407  ___________________________________________________________________
 PX0407* NAD 83(1993)-  44 36 28.48197(N)    109 09 14.05994(W)     ADJUSTED  
 PX0407* NAVD 88     -      1944.55   (+/-2cm)    6379.7    (feet)  VERTCON   
 PX0407  ___________________________________________________________________
 PX0407  LAPLACE CORR-         -21.36  (seconds)                    DEFLEC99
 PX0407  GEOID HEIGHT-         -11.28  (meters)                     GEOID03
 PX0407
 PX0407  HORZ ORDER  -  THIRD
 PX0407  VERT ORDER  -  THIRD ? (See Below)
 PX0407
 PX0407.The horizontal coordinates were established by classical geodetic methods
 PX0407.and adjusted by the National Geodetic Survey in January 1997..
 PX0407
 PX0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0407.The vertical order pertains to the NGVD 29 superseded value.
 PX0407
 PX0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0407
 PX0407.The geoid height was determined by GEOID03.
 PX0407
 PX0407;                    North         East     Units Scale Factor Converg.
 PX0407;SPC WYWC     -   456,374.494   567,938.876   MT  0.99995014   -0 17 01.1
 PX0407;UTM  12      - 4,941,053.447   646,489.781   MT  0.99986390   +1 17 47.9
 PX0407
 PX0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0407!SPC WYWC     -   0.99969697  x   0.99995014  =   0.99964712
 PX0407!UTM  12      -   0.99969697  x   0.99986390  =   0.99956091
 PX0407
 PX0407:                Primary Azimuth Mark                     Grid Az
 PX0407:SPC WYWC     -  IRON                                     081 58 07.8
 PX0407:UTM  12      -  IRON                                     080 23 18.8
 PX0407
 PX0407|---------------------------------------------------------------------|
 PX0407| PID    Reference Object                     Distance      Geod. Az  |
 PX0407|                                                           dddmmss.s |
 PX0407| PX0405 IRON                                APPROX. 8.7 KM 0814106.7 |
 PX0407|---------------------------------------------------------------------|
 PX0407
 PX0407                          SUPERSEDED SURVEY CONTROL
 PX0407
 PX0407  NAD 83(1986)-  44 36 28.47183(N)    109 09 14.05701(W) AD(       ) 3
 PX0407  NAD 27      -  44 36 28.62146(N)    109 09 11.54185(W) AD(       ) 3
 PX0407  NGVD 29 (07/19/86) 1943.42   (m)         6376.0    (f) LEVELING    3  
 PX0407
 PX0407.Superseded values are not recommended for survey control.
 PX0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0407.See file dsdata.txt to determine how the superseded data were derived.
 PX0407
 PX0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4649041053(NAD 83)
 PX0407_MARKER: DD = SURVEY DISK
 PX0407_SETTING: 0 = UNSPECIFIED SETTING
 PX0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0407
 PX0407  HISTORY     - Date     Condition        Report By
 PX0407  HISTORY     - 1947     MONUMENTED       USGS
 PX0407
 PX0407                          STATION DESCRIPTION
 PX0407
 PX0407'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0407'STATION IS LOCATED NEAR THE N. LINE OF SEC.4 T.53 N., R.101 W., ON THE
 PX0407'NE. POINT OF A SPUR RIDGE OFF MONUMENT HILL, ON THE DIVIDE BETWEEN DRY
 PX0407'CREEK AND COTTONWOOD CREEK.  ABOUT 9 MI. AIR NW. OF CODY WYOMING.
 PX0407'ABOUT 1 MI. SW. OF THE STATE FISH HATCHERY.
 PX0407'
 PX0407'TO REACH STATION FROM THE POST OFFICE AT CODY, WYOMING, FOLLOW THE
 PX0407'BLACK AND WHITE TRAIL TOWARD CLARK, WYOMING FOR 9.0 MI. TO THE
 PX0407'INTERSECTION OF THE MONUMENT HILL RD.  TURN LEFT AND FOLLOW THE
 PX0407'MONUMENT HILL RD. FOR 2.3 MI., MAKE A RIGHT ANGLE TURN AND DRIVE
 PX0407'ACROSS COUNTRY ALONG S. EDGE OF RIDGE E.FOR 1 MI. TO ESCARPMENT EDGE
 PX0407'AND STATION LOCATION.
 PX0407'
 PX0407'STATION MARK - STANDARD STATION TABLET STAMPED ---STATE 1947-6376---
 PX0407'CEMENTED IN A LARGE EMBEDDED  LIMESTONE ROCK.
 PX0407'
 PX0407'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED ---NO.1---
 PX0407'CEMENTED IN A SANDSTONE OUTCROP 14.74 FT. FROM STATION,
 PX0407'N 25 DEG E.
 PX0407'
 PX0407'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---NO.2---
 PX0407'CEMENTED IN A LARGE EMBEDDED SANDSTONE BOULDER 23.30 FT. FROM STATION,
 PX0407'S 17 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0834 ***********************************************************************
 OX0834  DESIGNATION -  STATIC
 OX0834  PID         -  OX0834
 OX0834  STATE/COUNTY-  WY/TETON
 OX0834  USGS QUAD   -  GRAND TETON (1968)
 OX0834
 OX0834                         *CURRENT SURVEY CONTROL
 OX0834  ___________________________________________________________________
 OX0834* NAD 83(1993)-  43 40 57.77100(N)    110 48 58.15752(W)     ADJUSTED  
 OX0834* NAVD 88     -      3446.8    (meters)   11308.     (feet)  VERTCON   
 OX0834  ___________________________________________________________________
 OX0834  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 OX0834  GEOID HEIGHT-          -9.00  (meters)                     GEOID03
 OX0834
 OX0834  HORZ ORDER  -  FIRST
 OX0834
 OX0834.The horizontal coordinates were established by classical geodetic methods
 OX0834.and adjusted by the National Geodetic Survey in January 1997..
 OX0834
 OX0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0834
 OX0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0834
 OX0834.The geoid height was determined by GEOID03.
 OX0834
 OX0834;                    North         East     Units Scale Factor Converg.
 OX0834;SPC WY W     -   453,759.145   740,914.472   MT  0.99998043   -0 30 22.1
 OX0834;UTM  12      - 4,836,650.004   514,817.942   MT  0.99960270   +0 07 37.1
 OX0834
 OX0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0834!SPC WY W     -   0.99946121  x   0.99998043  =   0.99944165
 OX0834!UTM  12      -   0.99946121  x   0.99960270  =   0.99906412
 OX0834
 OX0834:                Primary Azimuth Mark                     Grid Az
 OX0834:SPC WY W     -  GRAND TETON                              010 03 25.3
 OX0834:UTM  12      -  GRAND TETON                              009 25 26.1
 OX0834
 OX0834|---------------------------------------------------------------------|
 OX0834| PID    Reference Object                     Distance      Geod. Az  |
 OX0834|                                                           dddmmss.s |
 OX0834| OX0835 GRAND TETON                         APPROX. 6.6 KM 0093303.2 |
 OX0834| CP5850 STATIC AZ MK                                       1835047.3 |
 OX0834| CP5851 STATIC RM 1                           6.440 METERS 25437     |
 OX0834| CP5852 STATIC RM 2                          12.540 METERS 30855     |
 OX0834|---------------------------------------------------------------------|
 OX0834
 OX0834                          SUPERSEDED SURVEY CONTROL
 OX0834
 OX0834  NAD 83(1993)-  43 40 57.76550(N)    110 48 58.14959(W) AD(       ) 1
 OX0834  NAD 83(1986)-  43 40 57.76086(N)    110 48 58.14284(W) AD(       ) 1
 OX0834  NAD 27      -  43 40 58.01000(N)    110 48 55.36800(W) AD(       ) 1
 OX0834  NGVD 29 (07/19/86) 3445.3    (m)        11303.     (f) VERT ANG       
 OX0834
 OX0834.Superseded values are not recommended for survey control.
 OX0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0834.See file dsdata.txt to determine how the superseded data were derived.
 OX0834
 OX0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1481836650(NAD 83)
 OX0834_MARKER: DS = TRIANGULATION STATION DISK
 OX0834_SETTING: 66 = SET IN ROCK OUTCROP
 OX0834
 OX0834  HISTORY     - Date     Condition        Report By
 OX0834  HISTORY     - 1946     MONUMENTED       CGS
 OX0834
 OX0834                          STATION DESCRIPTION
 OX0834
 OX0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0834'THE STATION IS LOCATED ON THE SUMMIT OF STATIC PEAK, ONE OF
 OX0834'THE MINOR PEAKS OF THE GRAND TETONS, ELEVATION 11,294 FEET. IT
 OX0834'IS ABOUT 2 MILES SOUTHEAST OF BUCK MOUNTAIN WHICH IS VERY
 OX0834'PROMINENT AND ABOUT 600 FEET HIGHER AND APPROXIMATELY 4 MILES
 OX0834'AIRLINE WEST OF THE TETON PARK HEADQUARTERS.  THE DISK IS
 OX0834'SET FLUSH IN ROCK OUTCROP PROJECTING ABOUT 2 INCHES, ON THE
 OX0834'SOUTH SLOPE OF THE PEAK, 8-1/2 FEET SOUTH OF THE RIM AND SHEER
 OX0834'CLIFF OF THE PEAK TO THE NORTH AND IS STAMPED STATIC 1946.
 OX0834'
 OX0834'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN A BOULDER PROJECTING
 OX0834'ABOUT 1 FOOT AND SLOPING TO THE NORTH AND WEST AND IS STAMPED
 OX0834'STATIC NO 1 1946.  IT IS ON THE SOUTH SLOPE OF THE PEAK, SOUTHWEST
 OX0834'OF THE STATION AND ABOUT 22 FEET SOUTH OF THE RIM OF THE PEAK.
 OX0834'
 OX0834'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN ROCK OUTCROP FLUSH
 OX0834'WITH THE GROUND ON THE HIGHEST POINT OF THE PEAK AND AT THE RIMS
 OX0834'EDGE.  IT IS NORTHWEST OF THE STATION AND IS STAMPED STATIC NO
 OX0834'2 1946.
 OX0834'
 OX0834'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTH OF THE STATION,
 OX0834'ALONG THE TRAIL LEADING TO THE STATION, ABOUT A 10 MINUTE RIDE
 OX0834'FROM THE SADDLE FROM WHICH THE STATION PEAK IS FIRST VISABLE
 OX0834'AND JUST BEFORE REACHING A POINT WHERE THE TRAIL GOES UNDER
 OX0834'OVERHANGING ROCK, THE ONLY POINT OF THAT KIND ALONG THE TRAIL.
 OX0834'THE DISK IS SET FLUSH IN THE TOP OF A BOULDER ABOUT 2 FEET
 OX0834'SQUARE, PROJECTING ABOUT 18 INCHES, ON THE EAST SIDE OF AND
 OX0834'ABOUT 2 FEET LOWER THAN THE TRAIL AND IS STAMPED STATIC 1946.
 OX0834'
 OX0834'TO REACH THE STATION FROM THE SNAKE RIVER BRIDGE AT THE MOOSE
 OX0834'POST OFFICE ON U.S. HIGHWAYS NO. 187 AND 89 ABOUT 15 MILES
 OX0834'NORTH OF JACKSON GO WEST ON THE HIGHWAY FOR 0.15 MILE TO A
 OX0834'GRAVEL SIDE ROAD LEFT, TURN LEFT AND FOLLOW GRAVEL ROAD 1.35
 OX0834'MILES TO A FORK.  HERE TAKE THE RIGHT FORK AROUND THE POINT OF
 OX0834'A HILL AND GO 1.85 MILES TO A FORK, TAKE THE RIGHT FORK AND GO
 OX0834'0.65 MILE TO A SIDE ROAD LEFT, ABOUT 150 FEET BEFORE REACHING
 OX0834'A GATE.  TURN LEFT ON THE SIDE ROAD AND GO 0.65 MILE TO A
 OX0834'FORK, TAKE THE LEFT FORK AND GO 0.4 MILE TO A LARGE CABIN,
 OX0834'CORRALS AND THE END OF TRUCK TRAVEL.  FROM HERE FOLLOW THE
 OX0834'WELL DEFINED AND MARKED PHELPS LAKE-DEATH CANYON TRAIL WEST
 OX0834'FOR 1 HOUR HORSE PACK TO SNOW CABIN, HERE TAKE THE RIGHT FORK,
 OX0834'SKYLINE TRAIL, FOR ABOUT 2 HOURS TO THE SUMMIT OF A RIDGE
 OX0834'JUST UNDER AND SOUTHWEST OF STATIC PEAK.  HERE LEAVE THE
 OX0834'TRAIL AND GO NORTHEAST UP THE SLOPE TO THE SUMMIT OF THE PEAK,
 OX0834'ABOUT A 40 MINUTE RIDE, TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0451 ***********************************************************************
 MQ0451  DESIGNATION -  STEAMBOAT
 MQ0451  PID         -  MQ0451
 MQ0451  STATE/COUNTY-  WY/SWEETWATER
 MQ0451  USGS QUAD   -  STEAMBOAT MOUNTAIN (1986)
 MQ0451
 MQ0451                         *CURRENT SURVEY CONTROL
 MQ0451  ___________________________________________________________________
 MQ0451* NAD 83(1993)-  41 58 00.60008(N)    108 57 59.90801(W)     ADJUSTED  
 MQ0451* NAVD 88     -      2653.3    (meters)    8705.     (feet)  VERTCON   
 MQ0451  ___________________________________________________________________
 MQ0451  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 MQ0451  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 MQ0451
 MQ0451  HORZ ORDER  -  FIRST
 MQ0451
 MQ0451.The horizontal coordinates were established by classical geodetic methods
 MQ0451.and adjusted by the National Geodetic Survey in January 1997..
 MQ0451
 MQ0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0451
 MQ0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0451
 MQ0451.The geoid height was determined by GEOID03.
 MQ0451
 MQ0451;                    North         East     Units Scale Factor Converg.
 MQ0451;SPC WYWC     -   162,916.731   582,042.919   MT  0.99994147   -0 08 41.5
 MQ0451;UTM  12      - 4,648,093.466   668,489.168   MT  0.99994933   +1 21 36.1
 MQ0451
 MQ0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0451!SPC WYWC     -   0.99958620  x   0.99994147  =   0.99952770
 MQ0451!UTM  12      -   0.99958620  x   0.99994933  =   0.99953555
 MQ0451
 MQ0451|---------------------------------------------------------------------|
 MQ0451| PID    Reference Object                     Distance      Geod. Az  |
 MQ0451|                                                           dddmmss.s |
 MQ0451| MQ0452 POLE IN 7 FT CAIRN                    4.390 METERS 00727     |
 MQ0451| MP0677 SALT LAKE OMAHA SITE 23 BCN         APPROX.96.1 KM 1072815.3 |
 MQ0451| MQ0437 SALT LAKE OMAHA SITE 21 BCN         APPROX.64.2 KM 1215643.4 |
 MQ0451| CP5855 STEAMBOAT RM 3                       19.710 METERS 13443     |
 MQ0451| MQ0447 SALT LAKE OMAHA SITE 20 BCN         APPROX.48.0 KM 1353401.4 |
 MQ0451| MQ0450 SUGARLOAF                           APPROX.14.7 KM 1501446.1 |
 MQ0451| MQ0462 SALT LAKE OMAHA SITE 16 BCN         APPROX.40.0 KM 2042825.1 |
 MQ0451| MQ0469 SALT LAKE OMAHA SITE 15 BCN         APPROX.52.2 KM 2142731.3 |
 MQ0451| CP5853 STEAMBOAT RM 1 AZIMUTH                             2465331.8 |
 MQ0451| MQ0455 BOARS TUSK                          APPROX.19.2 KM 2684235.8 |
 MQ0451| CP5854 STEAMBOAT RM 2                       12.205 METERS 33219     |
 MQ0451|---------------------------------------------------------------------|
 MQ0451
 MQ0451                          SUPERSEDED SURVEY CONTROL
 MQ0451
 MQ0451  NAD 83(1986)-  41 58 00.58597(N)    108 57 59.90300(W) AD(       ) 1
 MQ0451  NAD 27      -  41 58 00.72700(N)    108 57 57.47500(W) AD(       ) 1
 MQ0451  NGVD 29 (07/19/86) 2651.9    (m)         8700.     (f) VERT ANG       
 MQ0451
 MQ0451.Superseded values are not recommended for survey control.
 MQ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0451.See file dsdata.txt to determine how the superseded data were derived.
 MQ0451
 MQ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM6848948093(NAD 83)
 MQ0451_MARKER: DS = TRIANGULATION STATION DISK
 MQ0451_SETTING: 80 = SET IN A BOULDER
 MQ0451_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 MQ0451
 MQ0451  HISTORY     - Date     Condition        Report By
 MQ0451  HISTORY     - 1931     MONUMENTED       CGS
 MQ0451  HISTORY     - 1933     GOOD             CGS
 MQ0451  HISTORY     - 1957     GOOD             USGS
 MQ0451
 MQ0451                          STATION DESCRIPTION
 MQ0451
 MQ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0451'FROM FARSON, BRICK HOTEL BUILDING WITH GENERAL STORE AND FILLING
 MQ0451'STATION, ON U.S. HIGHWAY 187 FOLLOW MAIN SOUTH PASS AND LANDER
 MQ0451'ROAD 17 MILES TO ROAD LEADING EASTWARD.  AN UNUSED PORTION OF
 MQ0451'THIS ROAD LEADS TO WEST AT ALMOST RIGHT ANGLES WITH MAIN ROAD.
 MQ0451'TURN TO RIGHT ON THIS ROAD AND GO 2.8 MILES TO HAYS MIDDLE
 MQ0451'RANCH, TURN SHARP TO RIGHT ON ROAD LEADING SOUTH JUST BEFORE
 MQ0451'REACHING GATE AND GO 1.7 MILES TO FORK, GO 3.0 MILES ON RIGHT
 MQ0451'FORK TO WOODEN BRIDGE ACROSS MORROW CREEK, CROSS CREEK AND GO
 MQ0451'TO LEFT UP CREEK ON MAIN-TRAVELED ROAD (PASSING FORK TO RIGHT
 MQ0451'AT 2.1 MILES AND ANOTHER FORK TO LEFT AT 4.7 MILES) 9.4
 MQ0451'MILES TO FOURTEEN HUNDRED DOLLAR SPRING ON LEFT EDGE OF
 MQ0451'ROAD, CONTINUE 0.4 MILE TO FORK, TAKE RIGHT FORK AND GO 0.5
 MQ0451'MILE, THEN 0.6 MILE ON ANOTHER RIGHT FORK TO WASH IN ROAD.
 MQ0451'SWING TO RIGHT TO CROSS WASH AND TAKE RIGHT FORK JUST
 MQ0451'AFTER CROSSING.  GO 1.1 MILES TO POINT WHERE MORE-USED ROAD
 MQ0451'COMES IN FROM LEFT, AND CONTINUE 2.5 MILES TO FORK.
 MQ0451'FOLLOW LEFT FORK DOWN INTO DRAW AND GO 4.2 MILES TO ANOTHER
 MQ0451'FORK.  MOUNTAIN IS IN PLAIN VIEW MOST OF THE WAY.  FROM
 MQ0451'THIS POINT MOUNTAIN APPEARS TO BE HIGH, FLAT TABLE-LAND WITH
 MQ0451'ONE HIGH POINT FLANKED TO LEFT BY SOME SCATTERED TREES.
 MQ0451'TURN LEFT ALONG SIDE OF FENCE AND CONTINUE ON ROAD UP OVER
 MQ0451'HILL 1.4 MILES TO OPEN GLADE IN SAGE BRUSH, TURN LEFT INTO
 MQ0451'THIS GLADE AND WORK WAY UP OVER SHELF TOWARD WEST END OF
 MQ0451'MOUNTAIN.  AFTER REACHING TOP OF SHELF THE BEST ROUTE LIES
 MQ0451'ALONG EDGE OF RIM SOUTHWEST, SOUTHEAST, AND SOUTH TO SMALL
 MQ0451'NARROW SHELF AT WEST END OF MOUNTAIN.  AFTER REACHING THIS
 MQ0451'NARROW SHELF TURN NORTHEAST ALONG SIDE SLOPE INTO CLUMP OF
 MQ0451'ASPEN TREES IN DRAW.  PASS THROUGH TREES AND CONTINUE UP
 MQ0451'DRAW ON NORTH SIDE TO TOP OF MOUNTAIN.  FROM THIS POINT STATION
 MQ0451'CAN BE SEEN ON RISE ABOUT 1/2 MILE TO EASTWARD.  STATION MARK
 MQ0451'IS STANDARD DISK STATION MARK IN BEDROCK.  REFERENCE
 MQ0451'MARKS NO. 1 AND NO. 2 ARE STANDARD REFERENCE DISKS IN BEDROCK.
 MQ0451'NO. 1 IS ON TIP OF KNOLL APPROXIMATELY 1/4 MILE
 MQ0451'FROM STATION S 66 DEG 54 MIN W.  NO. 2 IS ON
 MQ0451'SAME KNOLL AS STATION, AND 12.205 METERS (40.04 FEET) FROM
 MQ0451'STATION N 27 DEG 43 MIN W.  REFERENCE MARK NO. 3
 MQ0451'(1933) IS STANDARD REFERENCE DISK IN BEDROCK, AND
 MQ0451'19.71 METERS (64.7 FEET) (SLOPE DISTANCE) FROM STATION
 MQ0451'S 45 DEG 17 MIN E.
 MQ0451
 MQ0451                          STATION RECOVERY (1957)
 MQ0451
 MQ0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 MQ0451'STATION LOCATED APROX. 15 MI. AIRLINE N. OF SUPERIOR ON THE SE. AND
 MQ0451'HIGHEST TOP OF THREE SUMMITS ON THE W. END OF STEAMBOAT MOUNTAIN, IN
 MQ0451'SEC.16 T.23N., R.102 W.
 MQ0451'
 MQ0451'STATION REACHED BY HELICOPTER.
 MQ0451'
 MQ0451'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 MQ0451'
 MQ0451'STATION MARK - USC AND GS DISK SET FLUSH IN BEDROCK, STAMPED
 MQ0451'--- STEAMBOAT 1931---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0599 ***********************************************************************
 MP0599  DESIGNATION -  STEELE 2
 MP0599  PID         -  MP0599
 MP0599  STATE/COUNTY-  WY/CARBON
 MP0599  USGS QUAD   -  FORT STEELE (1971)
 MP0599
 MP0599                         *CURRENT SURVEY CONTROL
 MP0599  ___________________________________________________________________
 MP0599* NAD 83(1993)-  41 50 15.96416(N)    106 59 51.67590(W)     ADJUSTED  
 MP0599* NAVD 88     -      2303.1    (meters)    7556.     (feet)  VERTCON   
 MP0599  ___________________________________________________________________
 MP0599  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 MP0599  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 MP0599
 MP0599  HORZ ORDER  -  THIRD
 MP0599
 MP0599.The horizontal coordinates were established by classical geodetic methods
 MP0599.and adjusted by the National Geodetic Survey in January 1997..
 MP0599
 MP0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0599
 MP0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0599
 MP0599.The geoid height was determined by GEOID03.
 MP0599
 MP0599;                    North         East     Units Scale Factor Converg.
 MP0599;SPC WYEC     -   248,613.903   427,877.290   MT  0.99994706   +0 13 26.0
 MP0599;UTM  13      - 4,633,693.195   334,132.922   MT  0.99993855   -1 19 58.1
 MP0599
 MP0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0599!SPC WYEC     -   0.99964106  x   0.99994706  =   0.99958814
 MP0599!UTM  13      -   0.99964106  x   0.99993855  =   0.99957964
 MP0599
 MP0599:                Primary Azimuth Mark                     Grid Az
 MP0599:SPC WYEC     -  EAST BASE                                181 05 09.4
 MP0599:UTM  13      -  EAST BASE                                182 38 33.5
 MP0599
 MP0599|---------------------------------------------------------------------|
 MP0599| PID    Reference Object                     Distance      Geod. Az  |
 MP0599|                                                           dddmmss.s |
 MP0599| MP0213 EAST BASE                           APPROX. 6.5 KM 1811835.4 |
 MP0599|---------------------------------------------------------------------|
 MP0599
 MP0599                          SUPERSEDED SURVEY CONTROL
 MP0599
 MP0599  NAD 83(1986)-  41 50 15.95209(N)    106 59 51.66787(W) AD(       ) 3
 MP0599  NAD 27      -  41 50 16.09724(N)    106 59 49.51041(W) AD(       ) 3
 MP0599  NGVD 29 (07/19/86) 2301.9    (m)         7552.     (f) VERT ANG       
 MP0599
 MP0599.Superseded values are not recommended for survey control.
 MP0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0599.See file dsdata.txt to determine how the superseded data were derived.
 MP0599
 MP0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3413333693(NAD 83)
 MP0599_MARKER: DD = SURVEY DISK
 MP0599_SETTING: 66 = SET IN ROCK OUTCROP
 MP0599_SP_SET: SET IN A ROCK LEDGE
 MP0599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0599+STABILITY: POSITION/ELEVATION WELL
 MP0599
 MP0599  HISTORY     - Date     Condition        Report By
 MP0599  HISTORY     - 1951     MONUMENTED       USGS
 MP0599
 MP0599                          STATION DESCRIPTION
 MP0599
 MP0599'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0599'STATION LOCATED ABOUT 5.5 MI. E. AND 4 MI. N. OF SINCLAIR, WYOMING, ON
 MP0599'A HIGH SHARP POINT CALLED MT. STEELE ON A RIDGE NE. OF PLATTE RIVER.
 MP0599'
 MP0599'TO REACH FROM SINCLAIR HOTEL PROCEED E. ALONG U.S. HWY. 30, 9.1 MI. TO
 MP0599'RD. N., .5 MI. E. OF PLATTE RIVER BRIDGE, THENCE LEFT ALONG DIRT RD.
 MP0599'2.0 MI.TO R.R. CROSSING, CONTINUE ACROSS R.R. NW. ALONG MAIN TRACK RD.
 MP0599'NOT TURNING TOWARD THE RIVER ON NUMEROUS FORKS, FOR 6.7 MI. TO FORKS,
 MP0599'THENCE ALONG RIGHT FORK NW. 0.9 MI. TO DRAIN, THENCE RIGHT NE. ALONG
 MP0599'DIM TRAIL UP DRAIN AND ACROSS SADDLE 1.8 MI. TO DOZED RD. AT RIGHT
 MP0599'ANGLES ON RIGHT, THENCE RIGHT S. AND SE. ALONG DOZED RD. 0.8 MI. TO
 MP0599'END OF TRUCK TRAVEL.
 MP0599'
 MP0599'STATION LIES S. ON HIGHEST POINT OF SHARP RIDGE, 17 FT. W. OF LARGE
 MP0599'ROCK CAIRN.  A 40 MINUTE HIKE.
 MP0599'
 MP0599'NOTE - THE ORIGINAL STEELE AND MT.STEELE WERE NOT RECOVERED, HOWEVER
 MP0599'THE ROCK CAIRN INCLUDED IN SUPPLEMENTAL DIRECTIONS IS PROBABLY
 MP0599'OLD MT.STEELE.
 MP0599'
 MP0599'STATION MARK - STANDARD USGS TABLET SET IN LEDGE ROCK 4 FT. LOWER THAN
 MP0599'HIGHEST POINT AND STAMPED ---STEELE NO.2 1951---.
 MP0599'
 MP0599'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET SET IN LEDGE ROCK
 MP0599'STAMPED ---STEELE NO.1 1951--- 3930 FT. FROM STATION,
 MP0599'S 43 DEG 10 MIN E. -DOUBTFUL-
 MP0599'
 MP0599'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET SET IN LEDGE ROCK
 MP0599'STAMPED ---STEELE NO.2 1951--- 21.90 FT. FROM STATION,
 MP0599'S 78 DEG 09 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1059 ***********************************************************************
 MO1059  DESIGNATION -  STEFF
 MO1059  PID         -  MO1059
 MO1059  STATE/COUNTY-  WY/LARAMIE
 MO1059  USGS QUAD   -  J H D RANCH (1991)
 MO1059
 MO1059                         *CURRENT SURVEY CONTROL
 MO1059  ___________________________________________________________________
 MO1059* NAD 83(1993)-  41 29 33.36432(N)    104 39 05.21703(W)     ADJUSTED  
 MO1059* NAVD 88     -      1730.     (meters)    5676.     (feet)  SCALED    
 MO1059  ___________________________________________________________________
 MO1059  LAPLACE CORR-          -8.65  (seconds)                    DEFLEC99
 MO1059  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 MO1059
 MO1059  HORZ ORDER  -  SECOND
 MO1059
 MO1059.The horizontal coordinates were established by classical geodetic methods
 MO1059.and adjusted by the National Geodetic Survey in January 1997..
 MO1059
 MO1059.The orthometric height was scaled from a topographic map.
 MO1059
 MO1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1059
 MO1059.The geoid height was determined by GEOID03.
 MO1059
 MO1059;                    North         East     Units Scale Factor Converg.
 MO1059;SPC WY E     -   110,353.438   243,020.966   MT  0.99996027   +0 20 28.9
 MO1059;UTM  13      - 4,593,501.445   529,094.351   MT  0.99961042   +0 13 51.3
 MO1059
 MO1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1059!SPC WY E     -   0.99973128  x   0.99996027  =   0.99969156
 MO1059!UTM  13      -   0.99973128  x   0.99961042  =   0.99934181
 MO1059
 MO1059|---------------------------------------------------------------------|
 MO1059| PID    Reference Object                     Distance      Geod. Az  |
 MO1059|                                                           dddmmss.s |
 MO1059| CQ4137 STEFF RM 1                           13.817 METERS 13448     |
 MO1059| CQ4136 STEFF AZ MK                                        2684022.4 |
 MO1059| CQ4138 STEFF RM 2                           14.709 METERS 35940     |
 MO1059|---------------------------------------------------------------------|
 MO1059
 MO1059                          SUPERSEDED SURVEY CONTROL
 MO1059
 MO1059  NAD 83(1986)-  41 29 33.34874(N)    104 39 05.21625(W) AD(       ) 2
 MO1059  NAD 27      -  41 29 33.42970(N)    104 39 03.34520(W) AD(       ) 2
 MO1059
 MO1059.Superseded values are not recommended for survey control.
 MO1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1059.See file dsdata.txt to determine how the superseded data were derived.
 MO1059
 MO1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2909493501(NAD 83)
 MO1059_MARKER: DS = TRIANGULATION STATION DISK
 MO1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1059
 MO1059  HISTORY     - Date     Condition        Report By
 MO1059  HISTORY     - 1959     MONUMENTED       CGS
 MO1059  HISTORY     - 1963     GOOD             CGS
 MO1059
 MO1059                          STATION DESCRIPTION
 MO1059
 MO1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1059'THE STATION IS LOCATED, AIRLINE, ABOUT 26 MILES NORTH-NORTHEAST
 MO1059'OF CHEYENNE AND ABOUT 9 MILES NORTHWEST OF U.S. HIGHWAY 85,
 MO1059'ON THE HIGHEST PART OF A GRASSY RIDGE.
 MO1059'
 MO1059'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN CHEYENNE,
 MO1059'GO NORTHWEST ON CENTRAL AVENUE FOR 0.4 MILE.  TURN LEFT ONTO
 MO1059'PERSHING BLVD. AND GO WEST FOR 0.8 MILE.  TURN RIGHT ONTO
 MO1059'INTERSTATE HIGHWAY 25 AND GO NORTH FOR 5.7 MILES.  TURN RIGHT
 MO1059'ONTO U.S. HIGHWAY 85 AND GO NORTHEAST FOR 10.0 MILES.  TURN
 MO1059'LEFT OFF THE HIGHWAY, AS PER SIGN J-D RANCH AND GO NORTH ON THE
 MO1059'GRAVELED ROAD FOR 2.4 MILES.  TURN RIGHT, CROSS THE CATTLE
 MO1059'GUARD AND GO EAST AND NORTH, FOLLOWING ALL SIGNS, J-D RANCH
 MO1059'FOR 10.5 MILES.  TAKE THE LEFT FORK AND GO NORTH FOR 0.7
 MO1059'MILES TO THE J-D RANCH BUILDINGS.  PASS TO THE RIGHT OF THE
 MO1059'HOUSE, THROUGH A GATE AND GO NORTHWEST FOR 1.0 MILE.  PASS
 MO1059'THROUGH A GATE, TURN LEFT AND GO WESTERLY, CROSS COUNTRY, ALONG
 MO1059'THE NORTH SIDE OF A LOW RIDGE FOR 0.3 MILE.  TURN LEFT, CROSS A
 MO1059'LOW SADDLE, THEN GO SOUTHWEST FOR 0.5 MILE TO THE HIGHEST PART
 MO1059'OF THE RIDGE AND THE STATION.
 MO1059'
 MO1059'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST-SOUTH-WESTERLY
 MO1059'FOR 0.55 MILE TO A FENCE CORNER AND THE AZIMUTH MARK.
 MO1059'
 MO1059'THE STATION IS A STANDARD DISK STAMPED STEFF 1959 SET IN TOP OF
 MO1059'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 MO1059'ABOVE THE GROUND.
 MO1059'
 MO1059'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED STEFF
 MO1059'NO 1 1959 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MO1059'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS THE SAME
 MO1059'ELEVATION AS THE STATION.
 MO1059'
 MO1059'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED STEFF
 MO1059'NO 2 1959 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MO1059'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS THE SAME
 MO1059'ELEVATION AS THE STATION.
 MO1059'
 MO1059'THE AZIMUTH MARK IS A STANDARD DISK STAMPED STEFF 1959 SET
 MO1059'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MO1059'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS SET IN A T-FENCE CORNER.
 MO1059'
 MO1059'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 MO1059
 MO1059                          STATION RECOVERY (1963)
 MO1059
 MO1059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1059'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 MO1059'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 MO1059'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE MARKS
 MO1059'WERE VERIFIED.  THE 1959 TO REACH IS ENTIRELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0347 ***********************************************************************
 MQ0347  DESIGNATION -  STEP
 MQ0347  PID         -  MQ0347
 MQ0347  STATE/COUNTY-  WY/SWEETWATER
 MQ0347  USGS QUAD   -  BRYAN (1980)
 MQ0347
 MQ0347                         *CURRENT SURVEY CONTROL
 MQ0347  ___________________________________________________________________
 MQ0347* NAD 83(1993)-  41 32 42.59532(N)    109 44 33.40486(W)     ADJUSTED  
 MQ0347* NAVD 88     -      1927.264  (meters)    6323.03   (feet)  ADJUSTED  
 MQ0347  ___________________________________________________________________
 MQ0347  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 MQ0347  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 MQ0347  DYNAMIC HT  -        1925.602 (meters)    6317.58  (feet)  COMP
 MQ0347  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 MQ0347
 MQ0347  HORZ ORDER  -  SECOND
 MQ0347  VERT ORDER  -  FIRST     CLASS II
 MQ0347
 MQ0347.The horizontal coordinates were established by classical geodetic methods
 MQ0347.and adjusted by the National Geodetic Survey in January 1997..
 MQ0347
 MQ0347.The orthometric height was determined by differential leveling
 MQ0347.and adjusted by the National Geodetic Survey in June 1991..
 MQ0347
 MQ0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0347
 MQ0347.The geoid height was determined by GEOID03.
 MQ0347
 MQ0347.The dynamic height is computed by dividing the NAVD 88
 MQ0347.geopotential number by the normal gravity value computed on the
 MQ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0347.degrees latitude (g = 980.6199 gals.).
 MQ0347
 MQ0347.The modeled gravity was interpolated from observed gravity values.
 MQ0347
 MQ0347;                    North         East     Units Scale Factor Converg.
 MQ0347;SPC WYWC     -   116,538.702   517,182.941   MT  1.00002187   -0 39 30.1
 MQ0347;UTM  12      - 4,600,041.717   604,873.130   MT  0.99973535   +0 50 02.4
 MQ0347
 MQ0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0347!SPC WYWC     -   0.99970016  x   1.00002187  =   0.99972203
 MQ0347!UTM  12      -   0.99970016  x   0.99973535  =   0.99943559
 MQ0347
 MQ0347|---------------------------------------------------------------------|
 MQ0347| PID    Reference Object                     Distance      Geod. Az  |
 MQ0347|                                                           dddmmss.s |
 MQ0347| CP5862 STEP RM 1                            15.640 METERS 02453     |
 MQ0347| MQ0471 AIRWAY BCN 15 4 MI ENE GREEN R      APPROX.29.5 KM 0882845.8 |
 MQ0347| MQ0497 MICROWAVE STA 4 MI S GREEN R        APPROX.23.1 KM 1091533.2 |
 MQ0347| CP5234 5 BE                                               2575452.4 |
 MQ0347| CP5863 STEP RM 2                            18.185 METERS 29914     |
 MQ0347|---------------------------------------------------------------------|
 MQ0347
 MQ0347                          SUPERSEDED SURVEY CONTROL
 MQ0347
 MQ0347  NAD 83(1986)-  41 32 42.58708(N)    109 44 33.39620(W) AD(       ) 2
 MQ0347  NAD 27      -  41 32 42.72900(N)    109 44 30.88120(W) AD(       ) 2
 MQ0347  NGVD 29 (06/08/92) 1925.956  (m)         6318.74   (f) ADJUSTED    1 2
 MQ0347
 MQ0347.Superseded values are not recommended for survey control.
 MQ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0347.See file dsdata.txt to determine how the superseded data were derived.
 MQ0347
 MQ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM0487300042(NAD 83)
 MQ0347_MARKER: DS = TRIANGULATION STATION DISK
 MQ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0347_SP_SET: CONCRETE POST
 MQ0347_STAMPING: STEP 1962
 MQ0347_MARK LOGO: CGS   
 MQ0347_PROJECTION: PROJECTING 10 CENTIMETERS
 MQ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0347+STABILITY: SURFACE MOTION
 MQ0347
 MQ0347  HISTORY     - Date     Condition        Report By
 MQ0347  HISTORY     - 1962     MONUMENTED       CGS
 MQ0347  HISTORY     - 1976     GOOD             NGS
 MQ0347  HISTORY     - 1983     GOOD             NGS
 MQ0347
 MQ0347                          STATION DESCRIPTION
 MQ0347
 MQ0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0347'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY
 MQ0347'30, ABOUT 15 MILES WEST OF GREEN RIVER AND ABOUT 6 MILES
 MQ0347'EAST OF LITTLE AMERICA AND JUST SOUTH OF THE SOUTH EDGE OF
 MQ0347'A HIGH BLUFF.
 MQ0347'
 MQ0347'TO REACH THE STATION FROM LITTLE AMERICA, GO EAST ON U.S.
 MQ0347'HIGHWAY 30 FOR 5.5 MILES TO 5 BE (USGS) ON THE LEFT.  CONTINUE
 MQ0347'EASTERLY ON THE HIGHWAY FOR 0.55 MILE TO A TRACK ROAD ON THE
 MQ0347'LEFT.  TURN LEFT ON THE TRACK ROAD AND GO NORTH FOR 0.1 MILE
 MQ0347'TO THE TOP OF THE FIRST LOW RIDGE.  TURN LEFT AND GO WESTERLY
 MQ0347'ON DIM TRACK ROAD FOR 0.2 MILE TO THE STATION.
 MQ0347'
 MQ0347'THE STATION IS A STANDARD DISK, STAMPED STEP 1962, SET IN
 MQ0347'THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 MQ0347'INCHES.  IT IS ABOUT 0.15 MILE NORTH OF U.S. HIGHWAY 30, 0.1
 MQ0347'MILE SOUTH OF THE BASE OF A HIGH BLUFF AND 4.2 FEET NORTH
 MQ0347'OF A METAL WITNESS POST.
 MQ0347'
 MQ0347'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STEP NO 1 1962,
 MQ0347'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 MQ0347'3 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0347'
 MQ0347'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED STEP NO 2 1962,
 MQ0347'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 MQ0347'3 INCHES.  IT IS ABOUT 2 FEET ABOVE THE STATION ELEVATION.
 MQ0347'
 MQ0347'5 BE (USGS) IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED 5 BE
 MQ0347'1958, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST WHICH
 MQ0347'PROJECTS 3 INCHES.  IT IS 149.5 FEET NORTH OF THE CENTERLINE
 MQ0347'OF U.S. HIGHWAY 30 AND 1.3 FEET WEST-SOUTHWEST OF A CONCRETE
 MQ0347'WITNESS POST.
 MQ0347
 MQ0347                          STATION RECOVERY (1976)
 MQ0347
 MQ0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MQ0347'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 MQ0347'
 MQ0347'STATION IS REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY SERVICE
 MQ0347'ROAD AND OLD U.S. HIGHWAY 30 AT LITTLE AMERICA.  GO EAST ON OLD
 MQ0347'U.S. 30 HIGHWAY FOR 5.5 MILES TO BENCH MARK 5 BE (USGS) (AZIMUTH
 MQ0347'MARK) ON THE LEFT ABOUT 150 FEET NORTH OF THE HIGHWAY AND 1.3 FEET
 MQ0347'WEST-SOUTHWEST OF A CONCRETE WITNESS POST WITH LETTERS USBM ON
 MQ0347'POST, CONTINUE EAST ON THE HIGHWAY FOR 0.6 MILE TO A DIM TRACK
 MQ0347'ROAD ON LEFT WHICH IS ABOUT 150 FEET EAST OF A LARGE SIGN LITTLE
 MQ0347'AMERICA.  TURN LEFT AND FOLLOW THE TRACK ROAD NORTHERLY FOR
 MQ0347'0.15 MILE, TURN LEFT AND GO WEST FOR ABOUT 0.2 MILE TO TOP OF
 MQ0347'BENCH AND STATION.
 MQ0347
 MQ0347                          STATION RECOVERY (1983)
 MQ0347
 MQ0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0347'23.1 KM (15.35 MI) WEST FROM GREEN RIVER.
 MQ0347'23.1 KM (15.35 MI) WESTERLY ALONG STATE HIGHWAY 374 FROM THE POST
 MQ0347'OFFICE IN GEEN RIVER, 10 KM (0.6 MI) EAST OF A GRAVELED ROAD LEADING
 MQ0347'NORTH, AT THE SOUTH BASE OF A SMALL BLUFF, 205.7 METERS (674.9 FT)
 MQ0347'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 140.2 METERS (460.0 FT)
 MQ0347'NORTHEAST OF A UTILITY POLE.
 MQ0347'THE MARK IS 1.3 METERS  N FROM A WITNESS POST.
 MQ0347'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0352 ***********************************************************************
 NR0352  DESIGNATION -  STINKING
 NR0352  PID         -  NR0352
 NR0352  STATE/COUNTY-  WY/NATRONA
 NR0352  USGS QUAD   -  TWIN BUTTES (1960)
 NR0352
 NR0352                         *CURRENT SURVEY CONTROL
 NR0352  ___________________________________________________________________
 NR0352* NAD 83(1993)-  42 31 54.51884(N)    106 25 14.52632(W)     ADJUSTED  
 NR0352* NAVD 88     -      2060.1    (meters)    6759.     (feet)  VERTCON   
 NR0352  ___________________________________________________________________
 NR0352  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 NR0352  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 NR0352
 NR0352  HORZ ORDER  -  FIRST
 NR0352
 NR0352.The horizontal coordinates were established by classical geodetic methods
 NR0352.and adjusted by the National Geodetic Survey in January 1997..
 NR0352
 NR0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0352
 NR0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0352
 NR0352.The geoid height was determined by GEOID03.
 NR0352
 NR0352;                    North         East     Units Scale Factor Converg.
 NR0352;SPC WYEC     -   326,050.411   474,974.969   MT  1.00000664   +0 37 01.1
 NR0352;UTM  13      - 4,709,803.278   383,324.570   MT  0.99976749   -0 57 37.8
 NR0352
 NR0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0352!SPC WYEC     -   0.99967895  x   1.00000664  =   0.99968559
 NR0352!UTM  13      -   0.99967895  x   0.99976749  =   0.99944652
 NR0352
 NR0352|---------------------------------------------------------------------|
 NR0352| PID    Reference Object                     Distance      Geod. Az  |
 NR0352|                                                           dddmmss.s |
 NR0352| CP5868 STINKING RM 2                        13.605 METERS 02902     |
 NR0352| CP5867 STINKING RM 1                        11.922 METERS 11813     |
 NR0352| CP5866 STINKING AZ MK                                     3073805.8 |
 NR0352|---------------------------------------------------------------------|
 NR0352
 NR0352                          SUPERSEDED SURVEY CONTROL
 NR0352
 NR0352  NAD 83(1986)-  42 31 54.50658(N)    106 25 14.50855(W) AD(       ) 1
 NR0352  NAD 27      -  42 31 54.63800(N)    106 25 12.41000(W) AD(       ) 1
 NR0352  NGVD 29 (09/08/93) 2059.1    (m)         6756.     (f) VERT ANG       
 NR0352
 NR0352.Superseded values are not recommended for survey control.
 NR0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0352.See file dsdata.txt to determine how the superseded data were derived.
 NR0352
 NR0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH8332509803(NAD 83)
 NR0352_MARKER: DS = TRIANGULATION STATION DISK
 NR0352_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NR0352_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 NR0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0352
 NR0352  HISTORY     - Date     Condition        Report By
 NR0352  HISTORY     - 1934     MONUMENTED       CGS
 NR0352  HISTORY     - 1948     GOOD             CGS
 NR0352  HISTORY     - 1950     GOOD             USGS
 NR0352
 NR0352                          STATION DESCRIPTION
 NR0352
 NR0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 NR0352'ABOUT 23 MILES S. 10 DEG W. OF CASPER, 15-1/2 MILES EAST OF
 NR0352'ALCOVA, ON TOP OF CONE-SHAPED SOFT CHALK ROCK KNOB, IN T. 30
 NR0352'N., R. 80 W., ON DIVIDE BETWEEN STINKING AND BATES CREEKS.
 NR0352'RIDGE WITH TWO KNOBS AT ABOUT SAME ELEVATION IS ABOUT 1/4 MILE
 NR0352'SOUTHEAST, AND TO NORTH-NORTHEAST IS LONG NARROW MESA EXTENDING
 NR0352'NORTHWEST AND SOUTHEAST.  TO REACH FROM CASPER, FOLLOW U.S.
 NR0352'HIGHWAY 87E SOUTHWEST 11.2 MILES TO GOOSE EGG INN, CONTINUE
 NR0352'SOUTH 7.8 MILES ON HIGHWAY TO SIGNBOARD READING MEDICINE
 NR0352'BOW (SECOND MEDICINE BOW ROAD THIS SIDE OF GOOSE EGG INN),
 NR0352'TURN LEFT (EAST) THROUGH CATTLE GUARD AND FOLLOW GRADED DIRT
 NR0352'ROAD 8.85 MILES THROUGH 9 MORE CATTLE GUARDS, CONTINUE 0.45 MILE
 NR0352'BEYOND NINTH CATTLE GUARD, TURN RIGHT (SOUTH) ONTO GRADED
 NR0352'ROAD AND GO 0.35 MILE TO BRIDGE OVER CREEK, CONTINUE 3.3
 NR0352'MILES (PASSING THROUGH A POLE GATE AT 1.4 MILES AND A WIRE
 NR0352'GATE AT 2.8 MILES FROM THE BRIDGE) TO SWINGING POLE GATE,
 NR0352'CONTINUE 0.5 MILE TO POINT 0.4 MILE FROM FREELANDS RANCH, TURN
 NR0352'RIGHT THROUGH GATE AND GO 0.15 MILE TO BRIDGE OVER CREEK,
 NR0352'CONTINUE 0.05 MILE, FOLLOW LEFT FORK 0.1 MILE, FOLLOW RIGHT
 NR0352'FORK 0.35 MILE (PASSING THROUGH GATE) TO ANOTHER FORK,
 NR0352'FOLLOW LEFT FORK 0.55 MILE TO SECOND GATE, FOLLOW LEFT
 NR0352'FORK THROUGH GATE, TAKE LEFT FORK AND GO SOUTHWEST AND SOUTH
 NR0352'ON MAIN ROAD 2.8 MILES TO SMALL CABIN, TURN RIGHT AND GO
 NR0352'WEST 0.4 MILE THROUGH GATE TO FORKS, FOLLOW LEFT FORK SOUTH
 NR0352'1.4 MILES TO POINT WHERE ROAD JOINS FROM RIGHT, CONTINUE 0.5 MILE
 NR0352'TO POINT WHERE MAIN ROAD CROSSES DRAW, TURN LEFT AND GO
 NR0352'NORTH AND EAST 1-1/4 MILES ALONG FOOT OF HILL TO FOOT OF CONE-SHAPED
 NR0352'PEAK AND END OF TRUCK TRAVEL.  STATION SITE IS ON TOP OF
 NR0352'CONE-SHAPED PEAK, ABOUT 45-MINUTE PACK.  SURFACE MARK IS STANDARD
 NR0352'STATION DISK IN TILE.  UNDERGROUND MARK IS STANDARD
 NR0352'STATION DISK IN CONCRETE.  REFERENCE MARKS ARE
 NR0352'STANDARD REFERENCE DISKS IN TILE.  NO. 1 IS 11.95
 NR0352'METERS (39.2 FEET) (SLOPE) FROM STATION.
 NR0352'NO. 2 IS 14.16 METERS (46.5 FEET) (SLOPE) FROM
 NR0352'STATION.  DISTANCE BETWEEN REFERENCE
 NR0352'MARKS IS 59.73 FEET.  AZIMUTH MARK IS STANDARD REFERENCE DISK IN
 NR0352'BEDROCK ON NORTHEAST FACE OF LOW, JAGGED,
 NR0352'ROCK-COVERED CHALK HILL, ABOUT 400 FEET LOWER THAN PEAK ON
 NR0352'WHICH STATION IS LOCATED, AND APPROXIMATELY 1/2 MILE
 NR0352'DISTANT.  BEARING FROM
 NR0352'STATION TO HUMP-BACKED PEAK S 89 DEG 30 MIN W.
 NR0352
 NR0352                          STATION RECOVERY (1948)
 NR0352
 NR0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0352'STATION AND ALL MARKS FOUND IN GOOD CONDITION, BUT NOT AS
 NR0352'DESCRIBED.
 NR0352'CORRECT DESCRIPTION IS GIVEN BELOW.  REFERENCE
 NR0352'MARKS WERE MEASURED HORIZONTALLY INSTEAD OF SLOPING, THEREFORE
 NR0352'NO COMPARISON OF MEASUREMENTS COULD BE MADE.
 NR0352'
 NR0352'STATION LOCATED IN T. 30 N., R. 80 W., ON TOP OF A CONE-SHAPED,
 NR0352'CHALK ROCK KNOB ON DIVIDE BETWEEN STINKING AND BATES CREEKS,
 NR0352'ABOUT 23 MILES AIRLINE SOUTH OF CASPER, 15-1/2 MILES AIRLINE
 NR0352'EAST OF ALCOVA, ABOUT 1/4 MILE NORTHWEST OF A RIDGE WHICH HAS
 NR0352'TWO KNOBS ON TOP, AND IS ABOUT THE SAME ELEVATION AS STATION.
 NR0352'STATION MARK IS A BRONZE DISK SET IN CONCRETE 1 INCH BELOW
 NR0352'TOP OF A 5 INCH STEEL PIPE, PROJECTS 12 INCHES, AND STAMPED,
 NR0352'STINKING 1934.
 NR0352'
 NR0352'REFERENCE MARK NO. 1 IS ABOUT 6 FEET LOWER THAN STATION,
 NR0352'AND IS A BRONZE DISK SET IN CONCRETE 1 INCH BELOW TOP OF A 5
 NR0352'INCH STEEL PIPE, PROJECTS 14 INCHES, AND STAMPED, STINKING
 NR0352'NO 1 1934.
 NR0352'
 NR0352'REFERENCE MARK NO. 2 IS ABOUT 10 FEET LOWER THAN STATION, AND
 NR0352'IS A BRONZE DISK SET IN CONCRETE 1 INCH BELOW TOP OF A 5 INCH
 NR0352'STEEL PIPE, PROJECTS 8 INCHES, AND STAMPED, STINKING NO 2 1934.
 NR0352'
 NR0352'AZIMUTH MARK IS A REFERENCE MARK LOCATED ON THE NORTHEAST
 NR0352'FACE OF A LOW, JAGGED, ROCKY, CHALK HILL WHICH IS ABOUT
 NR0352'400 FEET LOWER THAN STATION, 3 FEET SOUTHEAST OF A WHITE
 NR0352'WITNESS POST, AS DESCRIBED IN NOTE 12A, PROJECTS 18 INCHES,
 NR0352'AND STAMPED, STINKING 1934 AZIMUTH.
 NR0352'
 NR0352'TO REACH FROM THE JUNCTION OF STATE ROUTE 220 AND U.S. HIGHWAY
 NR0352'20 AND 87 IN THE WESTERN PART OF CASPER, FOLLOW STATE ROUTE
 NR0352'220 FOR 10.5 MILES TO GOOSE EGG INN ON RIGHT, JUST AFTER PASSING
 NR0352'A TEXICO SERVICE STATION.  CONTINUE ON STATE ROUTE 220 FOR
 NR0352'8.3 MILES TO A SIDE ROAD LEFT AND SIGN, STATE GAME PRESERVE,
 NR0352'NO HUNTING.  TURN LEFT ONTO SIDE ROAD AND GO 3.9 MILES TO A
 NR0352'BIG RED BARN AND RANCH BUILDINGS ON RIGHT.  CONTINUE ON GRADED
 NR0352'ROAD FOR 2.8 MILES TO FORK.  TAKE LEFT FORK AND GO 2.0 MILES
 NR0352'TO SIDE ROAD ON LEFT AND SIGN, CASPER 30.  CONTINUE STRAIGHT
 NR0352'AHEAD AND GO 1.1 MILE TO CROSSROAD.  TURN RIGHT, CROSS
 NR0352'CATTLE GUARD, AND GO 0.2 MILE TO FORK.  TAKE LEFT FORK AND
 NR0352'GO 0.15 MILE TO BRIDGE OVER CREEK.  CONTINE ON MAIN ROAD
 NR0352'FOR 0.6 MILE TO FORK.  TAKE LEFT FORK AND GO 2.15 MILES TO
 NR0352'BOARD GATE.  PASS THROUGH, AND CONTINUE ON MAIN ROAD FOR 1.2 MILE TO
 NR0352'A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.15 MILE TO BRIDGE OVER
 NR0352'CREEK.  CONTINUE FOR 0.05 MILE TO FORK.  TAKE LEFT FORK AND GO 0.1
 NR0352'MILE TO FORK.  TAKE RIGHT FORK AND GO 3.8 MILES TO A SMALL LOG
 NR0352'SHED AND POLE CORRAL ON RIGHT AND A DIM TRACK ROAD ON LEFT.
 NR0352'TURN LEFT ON DIM TRACK ROAD AND GO 0.75 MILE TO POND AND
 NR0352'BIG DITCH.  TURN LEFT, ALONG DITCH, ON DIM TRACK ROAD FOR 0.65
 NR0352'MILE TO GATE IN FENCE CORNER.  PASS THROUGH AND GO
 NR0352'SOUTHEAST ACROSS COUNTRY FOR ABOUT 1.0 MILE TO A LONG,
 NR0352'SLOPING RIDGE AND END OF TRUCK TRAVEL.  PACK UP SLOPING
 NR0352'RIDGE IN SOUTHERNLY DIRECTION TO TOP AND AZIMUTH MARK AS
 NR0352'DESCRIBED ABOVE.  THENCE PACK EAST AND SOUTHEAST TO
 NR0352'HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A 45 MINUTE PACK.
 NR0352'
 NR0352'OBSERVATIONS MADE FROM A 1.1 METER TRIPOD.
 NR0352
 NR0352                          STATION RECOVERY (1950)
 NR0352
 NR0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NR0352'RECOVERED BY USGS IN 1950.
 NR0352'
 NR0352'STATION MARK--STANDARD STATION DISK IN TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0413 ***********************************************************************
 PX0413  DESIGNATION -  STOCKAID
 PX0413  PID         -  PX0413
 PX0413  STATE/COUNTY-  WY/PARK
 PX0413  USGS QUAD   -  DEEP LAKE (1991)
 PX0413
 PX0413                         *CURRENT SURVEY CONTROL
 PX0413  ___________________________________________________________________
 PX0413* NAD 83(1993)-  44 58 05.17938(N)    109 27 54.16990(W)     ADJUSTED  
 PX0413* NAVD 88     -      3363.16   (+/-2cm)   11034.0    (feet)  VERTCON   
 PX0413  ___________________________________________________________________
 PX0413  LAPLACE CORR-         -17.42  (seconds)                    DEFLEC99
 PX0413  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 PX0413
 PX0413  HORZ ORDER  -  THIRD
 PX0413  VERT ORDER  -  THIRD ? (See Below)
 PX0413
 PX0413.The horizontal coordinates were established by classical geodetic methods
 PX0413.and adjusted by the National Geodetic Survey in January 1997..
 PX0413
 PX0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0413.The vertical order pertains to the NGVD 29 superseded value.
 PX0413
 PX0413.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0413
 PX0413.The geoid height was determined by GEOID03.
 PX0413
 PX0413;                    North         East     Units Scale Factor Converg.
 PX0413;SPC WYWC     -   496,568.863   543,593.043   MT  0.99997661   -0 30 19.2
 PX0413;SPC MT       -    79,820.467   602,757.500   MT  1.00001929   +0 01 32.0
 PX0413;SPC MT       -   261,878.17  1,977,550.85   iFT  1.00001929   +0 01 32.0
 PX0413;UTM  12      - 4,980,553.322   621,044.898   MT  0.99978016   +1 05 05.6
 PX0413
 PX0413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0413!SPC WYWC     -   0.99947434  x   0.99997661  =   0.99945096
 PX0413!SPC MT       -   0.99947434  x   1.00001929  =   0.99949362
 PX0413!UTM  12      -   0.99947434  x   0.99978016  =   0.99925461
 PX0413
 PX0413:                Primary Azimuth Mark                     Grid Az
 PX0413:SPC WYWC     -  TWIN                                     035 22 38.9
 PX0413:SPC MT       -  TWIN                                     034 50 47.7
 PX0413:UTM  12      -  TWIN                                     033 47 14.1
 PX0413
 PX0413|---------------------------------------------------------------------|
 PX0413| PID    Reference Object                     Distance      Geod. Az  |
 PX0413|                                                           dddmmss.s |
 PX0413| QW0602 TWIN                                APPROX. 6.0 KM 0345219.7 |
 PX0413|---------------------------------------------------------------------|
 PX0413
 PX0413                          SUPERSEDED SURVEY CONTROL
 PX0413
 PX0413  NAD 83(1993)-  44 58 05.17468(N)    109 27 54.15121(W) AD(       ) 3
 PX0413  NAD 83(1986)-  44 58 05.17103(N)    109 27 54.13760(W) AD(       ) 3
 PX0413  NAD 27      -  44 58 05.37496(N)    109 27 51.55848(W) AD(       ) 3
 PX0413  NGVD 29 (07/19/86) 3361.73   (m)        11029.3    (f) LEVELING    3  
 PX0413
 PX0413.Superseded values are not recommended for survey control.
 PX0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0413.See file dsdata.txt to determine how the superseded data were derived.
 PX0413
 PX0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2104580553(NAD 83)
 PX0413_MARKER: DB = BENCH MARK DISK
 PX0413_SETTING: 0 = UNSPECIFIED SETTING
 PX0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0413
 PX0413  HISTORY     - Date     Condition        Report By
 PX0413  HISTORY     - 1947     MONUMENTED       USGS
 PX0413
 PX0413                          STATION DESCRIPTION
 PX0413
 PX0413'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0413'STATION IS LOCATED NEAR THE W. LINE OF SEC. 32, T 58 N, R 104 W,
 PX0413'ABOUT 550 FT. E. OF THE SUMMIT OF THE BEARTOOTH MOUNTAINS WHERE THE
 PX0413'COOKE CITY HIGHWAY CROSSES THE SUMMIT, ABOUT 0.5 MI. W. OF GARDNER
 PX0413'LAKE, ABOUT 1.5 MI. N. OF UPPER STOCKADE LAKE, ABOUT THE CENTER AND
 PX0413'ON THE HIGHEST POINT OF A BLACK ROCK DYKE ON THE EASTERN EXTREMITY
 PX0413'OF THE MOUNTAIN OVERLOOKING GARDNER LAKE.  A CHISELED USBM WITH THE
 PX0413'ELEVATION IS ON A SLANTING ROCK, ABOUT 8 FT. N. OF THE STATION.  NO
 PX0413'DEFINITE MARKER WAS LOCATED.  THE LETTERS USBM WITH ELEVATION OF
 PX0413'11,380 WAS CHISELED ON THE FACE OF THE ROCK.
 PX0413'
 PX0413'TO REACH STATION FROM RED LODGE, MONTANA, FOLLOW THE COOKE CITY
 PX0413'HIGHWAY TOWARD COOKE CITY FOR ABOUT 31 MI. TO THE SIGN WHICH READS
 PX0413'---SUMMIT BEARTOOTH MOUNTAINS ELEVATION 10,970---.  LEAVE TRUCK AT
 PX0413'THIS POINT AND CLIMB TO HIGHEST POINT TO NE. AND STATION LOCATION.
 PX0413'
 PX0413'STATION MARK--STANDARD STATION TABLET, STAMPED ---STOCKAID 1947 - BM
 PX0413'11029---, CEMENTED IN TOP OF ROCK DYKE.
 PX0413'
 PX0413'REFERENCE MARK NO. 1--STANDARD STATION TABLET, STAMPED ---REF 1---,
 PX0413'CEMENTED IN SLANTING SLAB ROCK, 29.15 FT. FROM STATION,
 PX0413'S 15 DEG 50 MIN E.
 PX0413'
 PX0413'REFERENCE MARK NO. 2--STANDARD STATION TABLET, STAMPED ---REF 2---,
 PX0413'CEMENTED IN ROCK, 16.18 FT. FROM STATION, S 79 DEG 03 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0441 ***********************************************************************
 NR0441  DESIGNATION -  STONE
 NR0441  PID         -  NR0441
 NR0441  STATE/COUNTY-  WY/CARBON
 NR0441  USGS QUAD   -  RIDDLE CUT (1982)
 NR0441
 NR0441                         *CURRENT SURVEY CONTROL
 NR0441  ___________________________________________________________________
 NR0441* NAD 83(1993)-  42 06 51.22386(N)    107 11 28.36853(W)     ADJUSTED  
 NR0441* NAVD 88     -      2287.7    (meters)    7506.     (feet)  VERTCON   
 NR0441  ___________________________________________________________________
 NR0441  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 NR0441  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 NR0441
 NR0441  HORZ ORDER  -  THIRD
 NR0441
 NR0441.The horizontal coordinates were established by classical geodetic methods
 NR0441.and adjusted by the National Geodetic Survey in January 1997..
 NR0441
 NR0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0441
 NR0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0441
 NR0441.The geoid height was determined by GEOID03.
 NR0441
 NR0441;                    North         East     Units Scale Factor Converg.
 NR0441;SPC WYEC     -   279,274.599   411,752.923   MT  0.99993920   +0 05 43.1
 NR0441;UTM  13      - 4,664,782.614   318,849.305   MT  1.00000380   -1 28 11.5
 NR0441
 NR0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0441!SPC WYEC     -   0.99964344  x   0.99993920  =   0.99958266
 NR0441!UTM  13      -   0.99964344  x   1.00000380  =   0.99964724
 NR0441
 NR0441:                Primary Azimuth Mark                     Grid Az
 NR0441:SPC WYEC     -  SEMINOE                                  061 46 50.4
 NR0441:UTM  13      -  SEMINOE                                  063 20 45.0
 NR0441
 NR0441|---------------------------------------------------------------------|
 NR0441| PID    Reference Object                     Distance      Geod. Az  |
 NR0441|                                                           dddmmss.s |
 NR0441| NR0434 SEMINOE                             APPROX.12.5 KM 0615233.5 |
 NR0441|---------------------------------------------------------------------|
 NR0441
 NR0441                          SUPERSEDED SURVEY CONTROL
 NR0441
 NR0441  NAD 83(1986)-  42 06 51.21174(N)    107 11 28.36041(W) AD(       ) 3
 NR0441  NAD 27      -  42 06 51.36296(N)    107 11 26.16673(W) AD(       ) 3
 NR0441  NGVD 29 (07/19/86) 2286.5    (m)         7502.     (f) VERT ANG       
 NR0441
 NR0441.Superseded values are not recommended for survey control.
 NR0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0441.See file dsdata.txt to determine how the superseded data were derived.
 NR0441
 NR0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG1884964783(NAD 83)
 NR0441
 NR0441  HISTORY     - Date     Condition        Report By
 NR0441  HISTORY     - 1951     MONUMENTED       USGS
 NR0441  HISTORY     - 1958     GOOD             USGS
 NR0441
 NR0441                          STATION DESCRIPTION
 NR0441
 NR0441'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (IJB)
 NR0441'STATION IS LOCATED ABOUT 22.5 MI. N. AND 1.5 MI. E. OF RAWLINS,
 NR0441'WYOMING ON TOP OF LONE MOUNTAIN.
 NR0441'
 NR0441'TO REACH FROM POST OFFICE IN RAWLINS, WYOMING, PROCEED E. ON CEDAR ST.
 NR0441'3 BLKS TO U.S. HWY.287, THENCE N. 15.9 MI. TO DIRT RD. ON RIGHT,THENCE
 NR0441'RIGHT 8.4 MI. TO CROSSROADS, THENCE RIGHT 0.6 MI. TO CROSSROADS,THENCE
 NR0441'STRAIGHT AHEAD 6.0 MI. TO FORK, THENCE RIGHT 1.9 MI. TO CROSSROAD,
 NR0441'THENCE RIGHT 0.1 MI. TO DAM AND FORK, THENCE RIGHT 0.2 MI. TO OLD
 NR0441'CORRAL, THENCE AHEAD 1.2 MI. UP DRAIN TO CREST OF DIVIDE, THENCE LEAVE
 NR0441'RD. AND PICK WAY LEFT, W. ALONG CREST OF RIDGE ABOUT 2.0 MI. TO
 NR0441'HIGHEST POINT ON WESTERN END OF MOUNTAIN AND STATION.
 NR0441'
 NR0441'STATION MARK - STANDARD TABLET SET IN CONCRETE POST AND STAMPED
 NR0441'---STONE 1951---.
 NR0441'
 NR0441'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET SET IN CONCRETE POST
 NR0441'AND STAMPED ---STONE 1951 NO.1--- DISTANCE 48.25 FT.,
 NR0441'N 57 DEG 49 MIN E, FROM STATION.
 NR0441'
 NR0441'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET SET IN CONCRETE POST
 NR0441'AND STAMPED ---STONE 1951 NO.2--- DISTANCE 77.50 FT.,
 NR0441'S 35 DEG 13 MIN E, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1251 ***********************************************************************
 PY1251  DESIGNATION -  STONE
 PY1251  PID         -  PY1251
 PY1251  STATE/COUNTY-  WY/TETON
 PY1251  USGS QUAD   -  SHOSHONE GEYSER BASIN (1986)
 PY1251
 PY1251                         *CURRENT SURVEY CONTROL
 PY1251  ___________________________________________________________________
 PY1251* NAD 83(1993)-  44 16 24.74238(N)    110 47 55.40811(W)     ADJUSTED  
 PY1251* NAVD 88     -      2737.6    (meters)    8982.     (feet)  VERTCON   
 PY1251  ___________________________________________________________________
 PY1251  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 PY1251  GEOID HEIGHT-          -8.80  (meters)                     GEOID03
 PY1251
 PY1251  HORZ ORDER  -  THIRD
 PY1251
 PY1251.The horizontal coordinates were established by classical geodetic methods
 PY1251.and adjusted by the National Geodetic Survey in January 1997..
 PY1251
 PY1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1251
 PY1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1251
 PY1251.The geoid height was determined by GEOID03.
 PY1251
 PY1251;                    North         East     Units Scale Factor Converg.
 PY1251;SPC WY W     -   519,390.647   742,889.004   MT  0.99997760   -0 29 57.9
 PY1251;UTM  12      - 4,902,274.702   516,062.763   MT  0.99960317   +0 08 25.8
 PY1251
 PY1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1251!SPC WY W     -   0.99957230  x   0.99997760  =   0.99954991
 PY1251!UTM  12      -   0.99957230  x   0.99960317  =   0.99917564
 PY1251
 PY1251:                Primary Azimuth Mark                     Grid Az
 PY1251:SPC WY W     -  MADISON                                  320 15 27.4
 PY1251:UTM  12      -  MADISON                                  319 37 03.7
 PY1251
 PY1251|---------------------------------------------------------------------|
 PY1251| PID    Reference Object                     Distance      Geod. Az  |
 PY1251|                                                           dddmmss.s |
 PY1251| PY1252 MADISON                             APPROX. 9.6 KM 3194529.5 |
 PY1251|---------------------------------------------------------------------|
 PY1251
 PY1251                          SUPERSEDED SURVEY CONTROL
 PY1251
 PY1251  NAD 83(1993)-  44 16 24.73676(N)    110 47 55.40489(W) AD(       ) 3
 PY1251  NAD 83(1986)-  44 16 24.73440(N)    110 47 55.38971(W) AD(       ) 3
 PY1251  NAD 27      -  44 16 24.95520(N)    110 47 52.57953(W) AD(       ) 3
 PY1251  NGVD 29 (07/19/86) 2736.2    (m)         8977.     (f) VERT ANG       
 PY1251
 PY1251.Superseded values are not recommended for survey control.
 PY1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1251.See file dsdata.txt to determine how the superseded data were derived.
 PY1251
 PY1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1606302275(NAD 83)
 PY1251_MARKER: DD = SURVEY DISK
 PY1251_SETTING: 66 = SET IN ROCK OUTCROP
 PY1251_SP_SET: SET IN BEDROCK
 PY1251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1251+STABILITY: POSITION/ELEVATION WELL
 PY1251
 PY1251  HISTORY     - Date     Condition        Report By
 PY1251  HISTORY     - 1955     MONUMENTED       USGS
 PY1251
 PY1251                          STATION DESCRIPTION
 PY1251
 PY1251'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1251'STATION IS LOCATED APPROXIMATELY ON THE HIGHEST POINT OF THE
 PY1251'PITCHSTONE PLATEAU, ABOUT 12 MI. (AIRLINE) NW. OF THE S. GATE OF
 PY1251'YELLOWSTONE PARK, WYOMING, ON A TIMBERED HILL.  LINES WERE CLEARED
 PY1251'TO MOST STATIONS.
 PY1251'
 PY1251'TO REACH FROM THE S. GATE OF YELLOWSTONE PARK, PROCEED N. ALONG
 PY1251'HIGHWAY ABOUT 8 MI. TO RD. CAMP ON LEFT AND END OF TRUCK TRAVEL.
 PY1251'HIKE W. ALONG TRAIL ABOUT 6 MI., THEN TURN RIGHT FOLLOWING THE
 PY1251'DIVIDE OF THE PITCHSTONE PLATEAU ABOUT 5 MI. IN A NNW. DIRECTION
 PY1251'TO TOP OF PLATEAU AND STATION MARK.  STATION IS ON HIGHEST POINT OF
 PY1251'PLATEAU AND ON THE E. POINT AND ABOUT 1 FT. LOWER THAN TOP.  ABOUT
 PY1251'A 4 HOUR HIKE.
 PY1251'
 PY1251'STATION MARK--STANDARD TABLET, CEMENTED IN BEDROCK, STAMPED ---STONE
 PY1251'1955---.
 PY1251'
 PY1251'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0470 ***********************************************************************
 PV0470  DESIGNATION -  STONEY
 PV0470  PID         -  PV0470
 PV0470  STATE/COUNTY-  WY/CROOK
 PV0470  USGS QUAD   -  STONEY POINT (1984)
 PV0470
 PV0470                         *CURRENT SURVEY CONTROL
 PV0470  ___________________________________________________________________
 PV0470* NAD 83(1993)-  44 46 23.31080(N)    104 20 32.43835(W)     ADJUSTED  
 PV0470* NAVD 88     -      1372.1    (meters)    4502.     (feet)  VERTCON   
 PV0470  ___________________________________________________________________
 PV0470  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 PV0470  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 PV0470
 PV0470  HORZ ORDER  -  SECOND
 PV0470
 PV0470.The horizontal coordinates were established by classical geodetic methods
 PV0470.and adjusted by the National Geodetic Survey in January 1998..
 PV0470
 PV0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0470
 PV0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0470
 PV0470.The geoid height was determined by GEOID03.
 PV0470
 PV0470;                    North         East     Units Scale Factor Converg.
 PV0470;SPC WY E     -   474,985.899   265,247.144   MT  0.99998983   +0 34 50.1
 PV0470;UTM  13      - 4,957,960.186   552,037.496   MT  0.99963330   +0 27 47.5
 PV0470
 PV0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0470!SPC WY E     -   0.99978717  x   0.99998983  =   0.99977701
 PV0470!UTM  13      -   0.99978717  x   0.99963330  =   0.99942055
 PV0470
 PV0470:                Primary Azimuth Mark                     Grid Az
 PV0470:SPC WY E     -  FOURCHE                                  017 24 00.9
 PV0470:UTM  13      -  FOURCHE                                  017 31 03.5
 PV0470
 PV0470|---------------------------------------------------------------------|
 PV0470| PID    Reference Object                     Distance      Geod. Az  |
 PV0470|                                                           dddmmss.s |
 PV0470| PV0469 FOURCHE                             APPROX. 8.3 KM 0175851.0 |
 PV0470| CQ4142 STONEY RM 1                           6.702 METERS 13924     |
 PV0470| CQ4143 STONEY RM 2                           3.678 METERS 25805     |
 PV0470| CQ4298 PETRIFIED RM COPPER PLUG                           3403108.4 |
 PV0470|---------------------------------------------------------------------|
 PV0470
 PV0470                          SUPERSEDED SURVEY CONTROL
 PV0470
 PV0470  NAD 83(1993)-  44 46 23.30879(N)    104 20 32.43902(W) AD(       ) 2
 PV0470  NAD 83(1986)-  44 46 23.29954(N)    104 20 32.43025(W) AD(       ) 2
 PV0470  NAD 27      -  44 46 23.35200(N)    104 20 30.61600(W) AD(       ) 2
 PV0470  NGVD 29 (07/19/86) 1371.5    (m)         4500.     (f) VERT ANG       
 PV0470
 PV0470.Superseded values are not recommended for survey control.
 PV0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0470.See file dsdata.txt to determine how the superseded data were derived.
 PV0470
 PV0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK5203757960(NAD 83)
 PV0470_MARKER: DS = TRIANGULATION STATION DISK
 PV0470_SETTING: 80 = SET IN A BOULDER
 PV0470_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PV0470
 PV0470  HISTORY     - Date     Condition        Report By
 PV0470  HISTORY     - 1949     MONUMENTED       CGS
 PV0470  HISTORY     - 1954     GOOD             USGS
 PV0470
 PV0470                          STATION DESCRIPTION
 PV0470
 PV0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0470'THE STATION IS LOCATED ABOUT 26 MILES WEST-NORTHWEST OF BELLE
 PV0470'FOURCHE, SOUTH DAKOTA, 19 MILES SOUTH-SOUTHEAST OF ALZADA,
 PV0470'MONTANA, ON THE HIGHEST POINT OF A LARGE ROCK COVERED HILL,
 PV0470'WHICH IS PART OF THE BEAR LODGE MOUNTAIN RANGE, KNOWN LOCALLY AS
 PV0470'STONEY POINT, AND IS IN THE BLACK HILLS NATIONAL FOREST AND ON
 PV0470'LAND OWNED BY THE U.S. GOVERNMENT.
 PV0470'
 PV0470'TO REACH THE STATION FROM THE MAIN INTERSECTION IN ALZADA,
 PV0470'GO SOUTHEAST ON U.S. HIGHWAY 212 FOR 3 MILES TO THE MONTANA-WYOMING
 PV0470'STATE LINE, CONTINUE SOUTHEAST ON THE HIGHWAY FOR 9.9 MILES
 PV0470'TO A SIDE ROAD ON THE RIGHT AND SIGN NO TRESPASSING WITHOUT
 PV0470'PERMISSION FROM OWNER NEWLAND AND SON, TURN RIGHT, SOUTH, AND
 PV0470'FOLLOW THE MAIN GRADED DIRT ROAD FOR 2 MILES TO A FORK.  BEAR
 PV0470'LEFT, SOUTH, ON THE MAIN DIRT ROAD FOR 0.25 MILE FORDIND THE
 PV0470'BELLE FOURCHE RIVER, CONTINUE SOUTH ON GRADED ROAD FOR 1.25 MILES
 PV0470'TO A FORK.  BEAR LEFT, DOWN HILL, SOUTHERLY, FOR 1.4 MILES TO
 PV0470'ANOTHER FORK.  BEAR RIGHT ON MAIN ROAD FOR 0.25 MILE TO A FORK
 PV0470'AND SIGN MASSIE, BEAR LEFT ON THE MAIN ROAD FOR 0.85 MILE TO A
 PV0470'FORK.  BEAR RIGHT FOR 0.2 MILE TO ANOTHER FORK.  BEAR LEFT
 PV0470'ON MAIN ROAD FOR 2 MILES TO A FORK JUST AFTER CROSSING A
 PV0470'CATTLE GUARD AT SUMMIT OF RIDGE.  BEAR RIGHT
 PV0470'SOUTHWESTERLY FOR 0.45 MILE TO A DRY WASH CROSSING JUST
 PV0470'ABOVE OLD BRIDGE, CONTINUE SOUTHWESTERLY ON MAIN ROAD FOR
 PV0470'0.05 MILE TO A GATE, GO THROUGH GATE AND PROCEED ON THE MAIN
 PV0470'DIRT ROAD SOUTHERLY AND SOUTHEASTERLY FOR 3.3 MILES TO A
 PV0470'T-INTERSECTION WITH A EAST-WEST GRADED DIRT ROAD, TURN LEFT
 PV0470'FOR 0.1 MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT,
 PV0470'SOUTH AND FOLLOW THE MAIN TRACK ROAD FOR 1.5 MILES TO THE
 PV0470'THIRD WIRE GATE, CONTINUE ON THE MAIN TRACK ROAD WESTERLY AND
 PV0470'SOUTH FOR 0.6 MILE TO A FENCE LINE AND SIGN ENTERING BLACK
 PV0470'HILLS NATIONAL FOREST, CONTINUE SOUTH ON THE MAIN TRACK ROAD
 PV0470'FOR 0.3 MILE TO THE USGS MARK ON THE RIGHT (AZIMUTH) AS DESCRIBED
 PV0470'BELOW, CONTINUE SOUTH AND WEST ON THE MAIN TRACK ROAD FOR 2.65
 PV0470'MILES TO A REVERSE Y JUNCTION AND SIGN BEAR CREEK 6, ALVA 12,
 PV0470'CONTINUE SOUTH ON THE MAIN TRACK ROAD FOR 0.75 MILE TO A RANCH
 PV0470'HOUSE, PASS TO THE SOUTH OF THE HOUSE, THENCE SOUTH ON A DIM
 PV0470'TRACK ROAD FOR 0.25 MILE TO A FORK AND SIGN, STONEY PT. TRAIL,
 PV0470'BEAR LEFT AND FOLLOW DIM TRACK ROAD AND TRAIL ALONG A RIDGE
 PV0470'EAST-SOUTHEAST AND EAST FOR 2.25 MILES TO DRAW BETWEEN HILLS,
 PV0470'THENCE CONTINUE EASTERLY PICKING WAY THROUGH ROCKS UP HILL
 PV0470'0.2 MILE TO SUMMIT AND STATION.
 PV0470'
 PV0470'THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 PV0470'THE TOP OF A 4-FOOT SQUARE BOULDER, WHICH PROTUDES ABOUT
 PV0470'1 FOOT.  IT IS FLUSH WITH THE ROCK AND THE DISK IS STAMPED STONEY
 PV0470'1949.
 PV0470'
 PV0470'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 PV0470'IN OUTCROPPING BEDROCK.  THE DISK IS FLUSH WITH THE ROCK AND IS
 PV0470'STAMPED STONEY 1949 NO 1.
 PV0470'
 PV0470'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 PV0470'OUTCROPPING BEDROCK.  THE DISK IS FLUSH WITH THE ROCK AND IS
 PV0470'STAMPED STONEY 1949 NO 2.
 PV0470'
 PV0470'A USGS MARK WAS USED AS THE AZIMUTH MARK.  IT IS 26 FEET WEST OF
 PV0470'THE APPROXIMATE CENTERLINE OF A TRACK ROAD, AND 2.5 FEET SOUTH
 PV0470'OF A WITNESS POST.  THE MARK IS A STANDARD USGS BRONZE CAP WELDED
 PV0470'TO THE TOP OF A 3-INCH IRON PIPE, PROJECTING 12-INCHES, AND IS
 PV0470'STAMPED 4203 FEET DATUM D W.
 PV0470
 PV0470                          STATION RECOVERY (1954)
 PV0470
 PV0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (IBJ)
 PV0470'STATION MARK--A STANDARD DISK STAMPED ---STONEY 1949---, SET IN A
 PV0470'DRILL HOLE IN THE TOP OF A 4 FT. SQUARE BOULDER, WHICH PROTUDED ABOUT
 PV0470'1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0198 ***********************************************************************
 NS0198  DESIGNATION -  STORM
 NS0198  PID         -  NS0198
 NS0198  STATE/COUNTY-  WY/FREMONT
 NS0198  USGS QUAD   -  BARRAS SPRINGS (1953)
 NS0198
 NS0198                         *CURRENT SURVEY CONTROL
 NS0198  ___________________________________________________________________
 NS0198* NAD 83(1993)-  42 28 56.20960(N)    108 21 43.43280(W)     ADJUSTED  
 NS0198* NAVD 88     -      2110.5    (meters)    6924.     (feet)  VERTCON   
 NS0198  ___________________________________________________________________
 NS0198  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 NS0198  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 NS0198
 NS0198  HORZ ORDER  -  THIRD
 NS0198
 NS0198.The horizontal coordinates were established by classical geodetic methods
 NS0198.and adjusted by the National Geodetic Survey in January 1997..
 NS0198
 NS0198.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0198
 NS0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0198
 NS0198.The geoid height was determined by GEOID03.
 NS0198
 NS0198;                    North         East     Units Scale Factor Converg.
 NS0198;SPC WYWC     -   220,218.024   631,894.932   MT  0.99995001   +0 15 43.2
 NS0198;UTM  12      - 4,706,697.647   716,816.986   MT  1.00017842   +1 46 56.1
 NS0198
 NS0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0198!SPC WYWC     -   0.99967107  x   0.99995001  =   0.99962110
 NS0198!UTM  12      -   0.99967107  x   1.00017842  =   0.99984943
 NS0198
 NS0198:                Primary Azimuth Mark                     Grid Az
 NS0198:SPC WYWC     -  BUTTE                                    022 57 46.5
 NS0198:UTM  12      -  BUTTE                                    021 26 33.6
 NS0198
 NS0198|---------------------------------------------------------------------|
 NS0198| PID    Reference Object                     Distance      Geod. Az  |
 NS0198|                                                           dddmmss.s |
 NS0198| NS0171 BUTTE                               APPROX. 5.0 KM 0231329.7 |
 NS0198|---------------------------------------------------------------------|
 NS0198
 NS0198                          SUPERSEDED SURVEY CONTROL
 NS0198
 NS0198  NAD 83(1986)-  42 28 56.19457(N)    108 21 43.43343(W) AD(       ) 3
 NS0198  NAD 27      -  42 28 56.34742(N)    108 21 41.06296(W) AD(       ) 3
 NS0198  NGVD 29 (07/19/86) 2109.4    (m)         6921.     (f) VERT ANG       
 NS0198
 NS0198.Superseded values are not recommended for survey control.
 NS0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0198.See file dsdata.txt to determine how the superseded data were derived.
 NS0198
 NS0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1681706698(NAD 83)
 NS0198_MARKER: DD = SURVEY DISK
 NS0198_SETTING: 0 = UNSPECIFIED SETTING
 NS0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0198
 NS0198  HISTORY     - Date     Condition        Report By
 NS0198  HISTORY     - 1951     MONUMENTED       USGS
 NS0198
 NS0198                          STATION DESCRIPTION
 NS0198
 NS0198'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0198'TO REACH FROM BRIDGE OVER THE SWEETWATER RIVER ON U.S. HIGHWAY 287,
 NS0198'GO 5.2 MI. NW. ON HIGHWAY 287 TO RD. LEFT TO ELLIS RANCH.  TURN LEFT
 NS0198'AND GO 8.4 MI. TO BRIDGE OVER SWEETWATER RIVER AT ELLIS RANCH.  DO NOT
 NS0198'CROSS BRIDGE, BUT TURN RIGHT ONTO RD. WHICH FOLLOWS THE N. BANK OF THE
 NS0198'SWEETWATER RIVER.  CONTINUE ON THIS RD. 1.15 MI. TO Y-RDS.  TAKE RIGHT
 NS0198'FORK AND CONTINUE 0.1 MI. TO DIM RD. COMING IN FROM RIGHT.  TURN ONTO
 NS0198'DIM RD. AND GO 0.5 MI. TO RD. FORKS.  TURN RIGHT OFF RD. AND GO 0.6
 NS0198'MI. S. ALONG HOGBACK RIDGE TO JUNCTION OF E-W. AND N-S. FENCE.
 NS0198'STATION IS APPROXIMATELY 175 FT. S. OF E.-W. FENCE AND 42 FT. E. OF
 NS0198'N-S. FENCE.  STATION IS ON THE N. END OF THE LARGE TOP AND ON ABOUT
 NS0198'THE HIGHEST POINT.
 NS0198'
 NS0198'STATION MARK - STANDARD BRONZE TABLET SET IN 3 IN. IRON PIPE.,
 NS0198'STAMPED ---6920---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0529 ***********************************************************************
 MP0529  DESIGNATION -  STRAIN ET
 MP0529  PID         -  MP0529
 MP0529  STATE/COUNTY-  WY/CARBON
 MP0529  USGS QUAD   -  LAKE OWEN (1992)
 MP0529
 MP0529                         *CURRENT SURVEY CONTROL
 MP0529  ___________________________________________________________________
 MP0529* NAD 83(1993)-  41 10 47.95633(N)    106 05 36.28766(W)     ADJUSTED  
 MP0529* NAVD 88     -      2604.0    (meters)    8543.     (feet)  VERTCON   
 MP0529  ___________________________________________________________________
 MP0529  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 MP0529  GEOID HEIGHT-         -10.77  (meters)                     GEOID03
 MP0529
 MP0529  HORZ ORDER  -  THIRD
 MP0529
 MP0529.The horizontal coordinates were established by classical geodetic methods
 MP0529.and adjusted by the National Geodetic Survey in January 1997..
 MP0529
 MP0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0529
 MP0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0529
 MP0529.The geoid height was determined by GEOID03.
 MP0529
 MP0529;                    North         East     Units Scale Factor Converg.
 MP0529;SPC WYEC     -   176,249.712   504,031.198   MT  1.00007065   +0 48 59.3
 MP0529;UTM  13      - 4,559,313.937   408,292.131   MT  0.99970351   -0 43 11.9
 MP0529
 MP0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0529!SPC WYEC     -   0.99959341  x   1.00007065  =   0.99966403
 MP0529!UTM  13      -   0.99959341  x   0.99970351  =   0.99929704
 MP0529
 MP0529:                Primary Azimuth Mark                     Grid Az
 MP0529:SPC WYEC     -  SECTION ET                               358 29 04.8
 MP0529:UTM  13      -  SECTION ET                               000 01 16.0
 MP0529
 MP0529|---------------------------------------------------------------------|
 MP0529| PID    Reference Object                     Distance      Geod. Az  |
 MP0529|                                                           dddmmss.s |
 MP0529| MP0530 SECTION ET                          APPROX. 4.2 KM 3591804.1 |
 MP0529|---------------------------------------------------------------------|
 MP0529
 MP0529                          SUPERSEDED SURVEY CONTROL
 MP0529
 MP0529  NAD 83(1986)-  41 10 47.94489(N)    106 05 36.28809(W) AD(       ) 3
 MP0529  NAD 27      -  41 10 48.03318(N)    106 05 34.25107(W) AD(       ) 3
 MP0529  NGVD 29 (07/19/86) 2602.7    (m)         8539.     (f) VERT ANG       
 MP0529
 MP0529.Superseded values are not recommended for survey control.
 MP0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0529.See file dsdata.txt to determine how the superseded data were derived.
 MP0529
 MP0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0829259314(NAD 83)
 MP0529_MARKER: DD = SURVEY DISK
 MP0529_SETTING: 0 = UNSPECIFIED SETTING
 MP0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0529
 MP0529  HISTORY     - Date     Condition        Report By
 MP0529  HISTORY     - 1959     MONUMENTED       USGS
 MP0529
 MP0529                          STATION DESCRIPTION
 MP0529
 MP0529'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0529'STATION IS LOCATED ABOUT 8.2 MI. (AIRLINE) SE. OF CENTENNIAL, ABOUT
 MP0529'6.5 MI. NW. OF WOODS LANDING, AND ABOUT 2 MI. N. OF LAKE OWENS, ON A
 MP0529'BARREN E-W. RIDGE.
 MP0529'
 MP0529'TO REACH FROM RAILROAD DEPOT AT CENTENNIAL, GO E. ON STATE HIGHWAY
 MP0529'130 0.9 MI. TO JUNCTION WITH COUNTY ROAD 416, TURN RIGHT (S.) ON
 MP0529'COUNTY ROAD 416, GO 3.6 MI. TO JUNCTION OF COUNTY ROADS 416 AND 47,
 MP0529'TURN RIGHT (S.) ON COUNTY ROAD 47, GO 5.8 MI. TO A T-RD. W.,
 MP0529'CONTINUE S. 0.8 MI. TO Y-RD., TAKE RIGHT FORK 0.4 MI. TO STRAIN
 MP0529'RANCH HOUSE, CONTINUE 0.1 MI. ON DIM TRAIL.  END OF TRUCK TRAVEL,
 MP0529'PACK UP RIDGE NW. TO STATION SITE, 10 MINUTE PACK.
 MP0529'
 MP0529'STATION MARK--STANDARD TRIANGULATION TABLET, WELDED ON A 2 IN. IRON
 MP0529'PIPE PROJECTING 0.9 FT. ABOVE GROUND, STAMPED ---STRAIN ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0543 ***********************************************************************
 NR0543  DESIGNATION -  STRATTON
 NR0543  PID         -  NR0543
 NR0543  STATE/COUNTY-  WY/NATRONA
 NR0543  USGS QUAD   -  BEAR SPRING (1982)
 NR0543
 NR0543                         *CURRENT SURVEY CONTROL
 NR0543  ___________________________________________________________________
 NR0543* NAD 83(1993)-  42 27 24.56685(N)    106 38 30.26392(W)     ADJUSTED  
 NR0543* NAVD 88     -      2196.6    (meters)    7207.     (feet)  VERTCON   
 NR0543  ___________________________________________________________________
 NR0543  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 NR0543  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 NR0543
 NR0543  HORZ ORDER  -  THIRD
 NR0543
 NR0543.The horizontal coordinates were established by classical geodetic methods
 NR0543.and adjusted by the National Geodetic Survey in January 1997..
 NR0543
 NR0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0543
 NR0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0543
 NR0543.The geoid height was determined by GEOID03.
 NR0543
 NR0543;                    North         East     Units Scale Factor Converg.
 NR0543;SPC WYEC     -   317,549.281   456,883.955   MT  0.99997730   +0 28 00.7
 NR0543;UTM  13      - 4,701,804.604   365,010.135   MT  0.99982420   -1 06 30.2
 NR0543
 NR0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0543!SPC WYEC     -   0.99965757  x   0.99997730  =   0.99963487
 NR0543!UTM  13      -   0.99965757  x   0.99982420  =   0.99948183
 NR0543
 NR0543:                Primary Azimuth Mark                     Grid Az
 NR0543:SPC WYEC     -  HAROLD                                   333 54 37.0
 NR0543:UTM  13      -  HAROLD                                   335 29 07.9
 NR0543
 NR0543|---------------------------------------------------------------------|
 NR0543| PID    Reference Object                     Distance      Geod. Az  |
 NR0543|                                                           dddmmss.s |
 NR0543| NR0529 HAROLD                              APPROX. 7.5 KM 3342237.7 |
 NR0543|---------------------------------------------------------------------|
 NR0543
 NR0543                          SUPERSEDED SURVEY CONTROL
 NR0543
 NR0543  NAD 83(1986)-  42 27 24.55353(N)    106 38 30.25008(W) AD(       ) 3
 NR0543  NGVD 29 (09/08/93) 2195.6    (m)         7203.     (f) VERT ANG       
 NR0543
 NR0543.Superseded values are not recommended for survey control.
 NR0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0543.See file dsdata.txt to determine how the superseded data were derived.
 NR0543
 NR0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6501001805(NAD 83)
 NR0543_MARKER: DS = TRIANGULATION STATION DISK
 NR0543_SETTING: 0 = UNSPECIFIED SETTING
 NR0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0543
 NR0543  HISTORY     - Date     Condition        Report By
 NR0543  HISTORY     - 1948     MONUMENTED       USGS
 NR0543
 NR0543                          STATION DESCRIPTION
 NR0543
 NR0543'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0543'LOCATED ABOUT 10.0 MI. E. OF PATHFINDER DAM, SEC. 27, T 29 N,
 NR0543'R 82 W, ABOUT 1.0 MI. S. OF BEAR SPRING.
 NR0543'
 NR0543'FOLLOW HIGHWAY 11.5 MI. S. FROM ALCOVA POST OFFICE, OVER THE NORTH
 NR0543'PLATTE RIVER BRIDGE, TO PEDRO CROSSROAD, TURN LEFT (NE.) AND FOLLOW
 NR0543'GRADED RD. 5.6 MI. TO FORK IN RD., CONTINUE N. 0.6 MI. TO TOP OF
 NR0543'RIDGE, GO NE. OVER FAINT SHEEP TRAIL 0.2 MI. TO STATION.  THE
 NR0543'STATION IS AT THE EXTREME NE. END OF THE RIDGE.
 NR0543'
 NR0543'STATION MARK--A STANDARD TABLET CEMENTED IN A DRILLED HOLE IN ROCK,
 NR0543'STAMPED---STRATTON 1948 7186---.
 NR0543'
 NR0543'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN TOP OF CONCRETE
 NR0543'POST PROJECTING 12 IN. ABOVE GROUND, 49.3 FT. W. OF MAIN TABLET, N
 NR0543'77 DEGREES 57 MINUTES, NE.   STAMPED---STRATTON
 NR0543'NO. 1 1948---.
 NR0543'
 NR0543'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN TOP OF CONCRETE
 NR0543'POST PROJECTING 12 IN. ABOVE GROUND, 37.4 FT. S. OF MAIN TABLET, N
 NR0543'04 DEGREES 42 MINUTES, NE.  STAMPED---STRATTON
 NR0543'NO. 2 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0205 ***********************************************************************
 NS0205  DESIGNATION -  STRAWBERRY
 NS0205  PID         -  NS0205
 NS0205  STATE/COUNTY-  WY/FREMONT
 NS0205  USGS QUAD   -  LEWISTON LAKES (1978)
 NS0205
 NS0205                         *CURRENT SURVEY CONTROL
 NS0205  ___________________________________________________________________
 NS0205* NAD 83(1993)-  42 22 44.31759(N)    108 24 52.34194(W)     ADJUSTED  
 NS0205* NAVD 88     -      2332.55   (+/-2cm)    7652.7    (feet)  VERTCON   
 NS0205  ___________________________________________________________________
 NS0205  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 NS0205  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 NS0205
 NS0205  HORZ ORDER  -  THIRD
 NS0205  VERT ORDER  -  THIRD ? (See Below)
 NS0205
 NS0205.The horizontal coordinates were established by classical geodetic methods
 NS0205.and adjusted by the National Geodetic Survey in January 1997..
 NS0205
 NS0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0205.The vertical order pertains to the NGVD 29 superseded value.
 NS0205
 NS0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0205
 NS0205.The geoid height was determined by GEOID03.
 NS0205
 NS0205;                    North         East     Units Scale Factor Converg.
 NS0205;SPC WYWC     -   208,725.224   627,625.930   MT  0.99994689   +0 13 34.0
 NS0205;UTM  12      - 4,695,093.192   712,853.218   MT  1.00015748   +1 44 36.0
 NS0205
 NS0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0205!SPC WYWC     -   0.99963630  x   0.99994689  =   0.99958321
 NS0205!UTM  12      -   0.99963630  x   1.00015748  =   0.99979373
 NS0205
 NS0205:                Primary Azimuth Mark                     Grid Az
 NS0205:SPC WYWC     -  JAM                                      094 43 02.7
 NS0205:UTM  12      -  JAM                                      093 12 00.7
 NS0205
 NS0205|---------------------------------------------------------------------|
 NS0205| PID    Reference Object                     Distance      Geod. Az  |
 NS0205|                                                           dddmmss.s |
 NS0205| NS0203 JAM                                 APPROX. 1.9 KM 0945636.7 |
 NS0205|---------------------------------------------------------------------|
 NS0205
 NS0205                          SUPERSEDED SURVEY CONTROL
 NS0205
 NS0205  NAD 83(1986)-  42 22 44.30227(N)    108 24 52.34206(W) AD(       ) 3
 NS0205  NAD 27      -  42 22 44.45521(N)    108 24 49.96568(W) AD(       ) 3
 NS0205  NGVD 29 (07/19/86) 2331.32   (m)         7648.7    (f) LEVELING    3  
 NS0205
 NS0205.Superseded values are not recommended for survey control.
 NS0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0205.See file dsdata.txt to determine how the superseded data were derived.
 NS0205
 NS0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM1285395093(NAD 83)
 NS0205
 NS0205  HISTORY     - Date     Condition        Report By
 NS0205  HISTORY     - 1951     MONUMENTED       USGS
 NS0205  HISTORY     - 1961     GOOD             USGS
 NS0205
 NS0205                          STATION DESCRIPTION
 NS0205
 NS0205'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (PGL)
 NS0205'STATION IS APPROXIMATELY 16.5 -AIR- MI.SW.OF SWEETWATER STATION ON A
 NS0205'HIGH ROCKY TOP, IN SEC.28, T.28N.,R.97W.
 NS0205'
 NS0205'FROM LANDER,DRIVE SE.ON U.S.HIGHWAY 287 34.0 MI.TO CARTER OIL SIGN.
 NS0205'TURN S.PROCEED 4.9 MI.ON MAIN RD.TO JUNCTION,TURN LEFT AT JUNCTION,AND
 NS0205'PROCEED 3.8 MI. ACROSS THE SWEETWATER RIVER TO THE GATE THRU ELLIS
 NS0205'RANCH GO THRU GATE TURN W. PROCEED 1.7 MI. TAKE LEFT FORK -MAIN RD.-
 NS0205'DRIVE 3.5 MI. AND TURN LEFT.DRIVE 1.2 MI.TO RD.,JUNCTION GO STRAIGHT
 NS0205'1.5 MI. TURN RIGHT AND PROCEED 0.6 MI. TO Y-RD. TURN LEFT, DRIVE 0.6
 NS0205'MI. TURN RIGHT, PROCEED 1.6 MI. THEN LEFT, ACROSS COUNTRY TO A HIGH
 NS0205'ROCKY HILL.
 NS0205'
 NS0205'STATION MARK - STANDARD BRONZE TABLET CEMENTED INTO OUTCROPPING
 NS0205'BEDROCK, STAMPED ---STRAWBERRY 1951---.
 NS0205'
 NS0205'REFERENCE MARK NO.1 - STANDARD BRONZE REFERENCE TABLET CEMENTED INTO
 NS0205'OUTCROPPING BEDROCK, STAMPED ---STRAWBERRY RM NO.1 1951---, 20.00 FT.
 NS0205'FROM STATION, N 36 DEG 33 MIN E.
 NS0205'
 NS0205'REFERENCE MARK NO.2 - STANDARD USGS BRONZE REFERENCE TABLET CEMENTED
 NS0205'INTO OUTCROPPING BEDROCK, STAMPED ---STRAWBERRY RM NO.2 1951---.,27.40
 NS0205'FT. FROM STATION, S 49 DEG 47 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0519 ***********************************************************************
 PV0519  DESIGNATION -  STRAWBERRY
 PV0519  PID         -  PV0519
 PV0519  STATE/COUNTY-  WY/CROOK
 PV0519  USGS QUAD   -  STRAWBERRY HILL (1984)
 PV0519
 PV0519                         *CURRENT SURVEY CONTROL
 PV0519  ___________________________________________________________________
 PV0519* NAD 83(1993)-  44 47 00.85281(N)    104 40 24.10550(W)     ADJUSTED  
 PV0519* NAVD 88     -      1358.6    (meters)    4457.     (feet)  VERTCON   
 PV0519  ___________________________________________________________________
 PV0519  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 PV0519  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 PV0519
 PV0519  HORZ ORDER  -  THIRD
 PV0519
 PV0519.The horizontal coordinates were established by classical geodetic methods
 PV0519.and adjusted by the National Geodetic Survey in January 1998..
 PV0519
 PV0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0519
 PV0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0519
 PV0519.The geoid height was determined by GEOID03.
 PV0519
 PV0519;                    North         East     Units Scale Factor Converg.
 PV0519;SPC WY E     -   475,932.506   239,039.177   MT  0.99995623   +0 20 51.0
 PV0519;UTM  13      - 4,958,960.140   525,840.756   MT  0.99960821   +0 13 48.3
 PV0519
 PV0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0519!SPC WY E     -   0.99978924  x   0.99995623  =   0.99974548
 PV0519!UTM  13      -   0.99978924  x   0.99960821  =   0.99939754
 PV0519
 PV0519:                Primary Azimuth Mark                     Grid Az
 PV0519:SPC WY E     -  STRAWBERRY AZ MK                         060 15 11.4
 PV0519:UTM  13      -  STRAWBERRY AZ MK                         060 22 14.1
 PV0519
 PV0519|---------------------------------------------------------------------|
 PV0519| PID    Reference Object                     Distance      Geod. Az  |
 PV0519|                                                           dddmmss.s |
 PV0519| CQ4150 STRAWBERRY AZ MK                                   0603602.4 |
 PV0519| CQ4151 STRAWBERRY RM 1                       9.683 METERS 16326     |
 PV0519| CQ4152 STRAWBERRY RM 2                      12.293 METERS 26925     |
 PV0519|---------------------------------------------------------------------|
 PV0519
 PV0519                          SUPERSEDED SURVEY CONTROL
 PV0519
 PV0519  NAD 83(1993)-  44 47 00.85202(N)    104 40 24.10433(W) AD(       ) 3
 PV0519  NAD 83(1986)-  44 47 00.84046(N)    104 40 24.09557(W) AD(       ) 3
 PV0519  NAD 27      -  44 47 00.89300(N)    104 40 22.22700(W) AD(       ) 3
 PV0519  NGVD 29 (07/19/86) 1358.0    (m)         4455.     (f) VERT ANG       
 PV0519
 PV0519.Superseded values are not recommended for survey control.
 PV0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0519.See file dsdata.txt to determine how the superseded data were derived.
 PV0519
 PV0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK2584158960(NAD 83)
 PV0519_MARKER: DS = TRIANGULATION STATION DISK
 PV0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0519
 PV0519  HISTORY     - Date     Condition        Report By
 PV0519  HISTORY     - 1949     MONUMENTED       CGS
 PV0519  HISTORY     - 1988     POOR             USAF
 PV0519
 PV0519                          STATION DESCRIPTION
 PV0519
 PV0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0519'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF HULETT,
 PV0519'8 MILES SOUTH-SOUTHWEST OF ALZADA, 23 FEET SOUTHWEST OF A
 PV0519'WITNESS POST, AND 11 FEET SOUTH OF A 1-FOOT TRIANGULAR BLAZED
 PV0519'PINE TREE.  IT IS LOCATED ON A HIGH TIMBERED HILL WHICH IS
 PV0519'LOCALLY KNOWN AS THE STRAWBERRY HILL, AND IS ON LAND OWNED BY
 PV0519'MR. CARL JOHNSON WHO LIVES AT THE BASE OF THE HILL TO THE SOUTH.
 PV0519'
 PV0519'TO REACH THE STATION FROM THE STEEL BRIDGE OVER THE BELLE FOURCHE
 PV0519'RIVER IN THE SMALL SETTLEMENT OF HULETT, GO WESTERLY FOR 0.05
 PV0519'MILE TO A FORK.  BEAR RIGHT, WEST AND WESTERLY FOR 0.9 MILE TO
 PV0519'ANOTHER FORK.  CONTINUE STRAIGHT AHEAD ON THE LEFT ROAD FOR
 PV0519'4.1 MILES TO A FORK.  CONTINUE ON THE LEFT ROAD WESTERLY FOR
 PV0519'0.9 MILE TO A ANOTHER FORK.  CONTINUE NORTHERLY STRAIGHT AHEAD
 PV0519'ON THE RIGHT ROAD FOR 2.9 MILES TO A SIDE ROAD ON THE RIGHT AND
 PV0519'A SCHOOL HOUSE IN THE NORTHEAST CORNER OF THIS INTERSECTION,
 PV0519'TURN RIGHT, EAST, AND FOLLOW THE MAIN TRACK AND DIRT ROAD OF
 PV0519'FOR 0.5 MILE THENCE RIGHT, NORTH, ON THE TRACK ROAD FOR 0.3
 PV0519'MILE TO A GATE IN A FENCE CORNER, GO THROUGH GATE AND FOLLOW
 PV0519'THE MAIN TRACK ROAD EAST AND NORTH FOR 1.2 MILES TO THE CARL
 PV0519'JOHNSON RANCH HOUSE ON THE LEFT*, PROCEED THROUGH THE BARN
 PV0519'LOT, AND DRIVE ACROSS PASTURE LAND, NORTHERLY FOR 0.5 MILE
 PV0519'TO THE BASE OF HILL AND END OF TRUCK TRAVEL, PACK UP STEEP
 PV0519'SLOPE FOR ABOUT 150 YARDS TO THE TOP AND STATION.  A
 PV0519'10-MINUTE PACK.
 PV0519'
 PV0519'* AT THIS POINT THE AZIMUTH MARK IS REACH BY GOING EAST FOR 0.05
 PV0519'MILE TO A GATE, PASS THROUGH GATE AND PROCEED EASTERLY ON TRACK
 PV0519'ROAD FOR 0.4 MILE TO A CATTLE GUARD ON THE LEFT IN EAST-WEST
 PV0519'FENCE LINE, TURN LEFT, NORTH, THROUGH CATTLE GUARD AND FOLLOW
 PV0519'THE TRACK ROAD NORTH AND EAST FOR 0.45 MILE, BEAR LEFT, IN
 PV0519'A NORTH AND NORTHEASTERLY DIRECTION ACROSS PASTURE LAND FOR
 PV0519'0.35 MILE TO THE BASE OF HIGH RIDGE AND THE AZIMUTH MARK AS
 PV0519'DESCRIBED BELOW.
 PV0519'
 PV0519'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0519'CONCRETE POST.  THE MARK PROJECTS 6 INCHES, AND THE DISK IS
 PV0519'STAMPED STRAWBERRY 1949.
 PV0519'
 PV0519'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0519'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 5 INCHES,
 PV0519'AND THE DISK IS STAMPED STRAWBERRY NO 1 1949.
 PV0519'
 PV0519'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PV0519'10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 5 INCHES, AND
 PV0519'THE DISK IS STAMPED STRAWBERRY NO 2 1949.
 PV0519'
 PV0519'THE AZIMUTH MARK IS LOCATED AT THE BASE OF A HIGH BARE GRASSY
 PV0519'RIDGE, AND ON THE NORTHERN EDGE OF A FLAT OPEN PASTURE, AND 2.5
 PV0519'FEET SOUTHWEST OF A WITNESS POST.  THE MARK IS A STANDARD DISK
 PV0519'SET IN THE TOP OF A 10 X 10-INCH CONCRETE POST, PROJECTING
 PV0519'4 INCHES, AND IS STAMPED STRAWBERRY 1949.
 PV0519
 PV0519                          STATION RECOVERY (1988)
 PV0519
 PV0519'RECOVERY NOTE BY US AIR FORCE 1988 (JC)
 PV0519'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0488 ***********************************************************************
 NR0488  DESIGNATION -  STREAK
 NR0488  PID         -  NR0488
 NR0488  STATE/COUNTY-  WY/FREMONT
 NR0488  USGS QUAD   -  COYOTE SPRINGS (1984)
 NR0488
 NR0488                         *CURRENT SURVEY CONTROL
 NR0488  ___________________________________________________________________
 NR0488* NAD 83(1993)-  42 41 51.26472(N)    107 44 46.53862(W)     ADJUSTED  
 NR0488* NAVD 88     -      2011.7    (meters)    6600.     (feet)  VERTCON   
 NR0488  ___________________________________________________________________
 NR0488  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 NR0488  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 NR0488
 NR0488  HORZ ORDER  -  THIRD
 NR0488
 NR0488.The horizontal coordinates were established by classical geodetic methods
 NR0488.and adjusted by the National Geodetic Survey in January 1997..
 NR0488
 NR0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0488
 NR0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0488
 NR0488.The geoid height was determined by GEOID03.
 NR0488
 NR0488;                    North         East     Units Scale Factor Converg.
 NR0488;SPC WYWC     -   244,547.918   682,241.338   MT  1.00002068   +0 40 50.5
 NR0488;UTM  13      - 4,730,888.965   275,055.073   MT  1.00022257   -1 51 47.1
 NR0488
 NR0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0488!SPC WYWC     -   0.99968655  x   1.00002068  =   0.99970722
 NR0488!UTM  13      -   0.99968655  x   1.00022257  =   0.99990905
 NR0488
 NR0488:                Primary Azimuth Mark                     Grid Az
 NR0488:SPC WYWC     -  BETWEEN                                  342 44 42.3
 NR0488:UTM  13      -  BETWEEN                                  345 17 19.9
 NR0488
 NR0488|---------------------------------------------------------------------|
 NR0488| PID    Reference Object                     Distance      Geod. Az  |
 NR0488|                                                           dddmmss.s |
 NR0488| NR0489 BETWEEN                             APPROX. 4.5 KM 3432532.8 |
 NR0488|---------------------------------------------------------------------|
 NR0488
 NR0488                          SUPERSEDED SURVEY CONTROL
 NR0488
 NR0488  NAD 83(1986)-  42 41 51.25272(N)    107 44 46.53878(W) AD(       ) 3
 NR0488  NAD 27      -  42 41 51.40692(N)    107 44 44.26237(W) AD(       ) 3
 NR0488  NGVD 29 (07/19/86) 2010.7    (m)         6597.     (f) VERT ANG       
 NR0488
 NR0488.Superseded values are not recommended for survey control.
 NR0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0488.See file dsdata.txt to determine how the superseded data were derived.
 NR0488
 NR0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7505530889(NAD 83)
 NR0488_MARKER: DD = SURVEY DISK
 NR0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0488_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NR0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0488+STABILITY: SURFACE MOTION
 NR0488
 NR0488  HISTORY     - Date     Condition        Report By
 NR0488  HISTORY     - 1950     MONUMENTED       USGS
 NR0488
 NR0488                          STATION DESCRIPTION
 NR0488
 NR0488'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0488'STATION IS LOCATED ON SLIGHT RISE BETWEEN TWO DRAINS (N.) 225 FT. E.
 NR0488'C-L N-S. TRACK RD. ON S. PORTION SEC. 32, T 32 N, R 91 W.
 NR0488'
 NR0488'TO REACH FROM HOME ON THE RANGE STORE 60 MI. SE. OF LANDER, WYOMING,
 NR0488'ON HIGHWAY 287, GO E. ON HIGHWAY 287 FOR 0.2 MI. TO RANCH RD. N., TURN
 NR0488'LEFT THRU CATTLEGUARD AND FOLLOW MAIN RD. 1.8 MI. TO IRON GATE,
 NR0488'CONTINUE 0.6 MI. TO BRIDGE OVER SWEETWATER RIVER, THENCE NORTHERLY 0.2
 NR0488'MI. TO WOODEN GATE W. OF GRIEVES RANCH HOUSE, CONTINUE N. 0.25 MI. TO
 NR0488'Y-RD., TAKE RIGHT (N.) 0.15 MI. TO GATE AT Y, TAKE LEFT (N.) 1.05 MI.
 NR0488'TO Y-RDS., TAKE RIGHT, NORTHERLY FOR 1.0 MI. TO GATE AT T-FENCE,
 NR0488'THENCE 0.65 MI. TO Y-RD., TAKE RIGHT NORTHERLY ON MAIN TRAVELED RD.
 NR0488'4.2 MI. TO Y, TAKE RIGHT (E.) 0.25 MI. TO STREAM CROSSING AT BASE OF
 NR0488'HILLS, CROSS STREAM AND FOLLOW RD. 2.7 MI. NORTHWESTERLY TO Y-RD. AT
 NR0488'DRAIN, TAKE LEFT NORTHWESTERLY 2.2 MI. TO CROSSROADS, AT N. EDGE OF
 NR0488'MESA, CONTINUE STRAIGHT 1.05 MI., THENCE E. ACROSS COUNTRY 225 FT. TO
 NR0488'SMALL RISE BETWEEN DRAINS.  CENTER LINE OF STATION SITE IN WHITE SPOT
 NR0488'MADE BY GOPHERS, 258 FT. NW. AT S. END OF WHITE STREAK.
 NR0488'
 NR0488'STATION MARK--STANDARD BRONZE TABLET SET IN 6 IN. X 6 IN. CONCRETE
 NR0488'POST PROJECTING 5 IN., AND STAMPED ---WR STREAK 1950 VABM 6597---.
 NR0488'
 NR0488'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0409 ***********************************************************************
 NR0409  DESIGNATION -  STREAM
 NR0409  PID         -  NR0409
 NR0409  STATE/COUNTY-  WY/NATRONA
 NR0409  USGS QUAD   -  BLACKJACK RANCH (1959)
 NR0409
 NR0409                         *CURRENT SURVEY CONTROL
 NR0409  ___________________________________________________________________
 NR0409* NAD 83(1993)-  42 43 49.07262(N)    107 28 34.54731(W)     ADJUSTED  
 NR0409* NAVD 88     -      2202.4    (meters)    7226.     (feet)  VERTCON   
 NR0409  ___________________________________________________________________
 NR0409  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 NR0409  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 NR0409
 NR0409  HORZ ORDER  -  THIRD
 NR0409
 NR0409.The horizontal coordinates were established by classical geodetic methods
 NR0409.and adjusted by the National Geodetic Survey in January 1997..
 NR0409
 NR0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0409
 NR0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0409
 NR0409.The geoid height was determined by GEOID03.
 NR0409
 NR0409;                    North         East     Units Scale Factor Converg.
 NR0409;SPC WYEC     -   347,704.327   388,295.251   MT  0.99993918   -0 05 49.1
 NR0409;UTM  13      - 4,733,839.042   297,278.242   MT  1.00010562   -1 40 51.0
 NR0409
 NR0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0409!SPC WYEC     -   0.99965663  x   0.99993918  =   0.99959583
 NR0409!UTM  13      -   0.99965663  x   1.00010562  =   0.99976221
 NR0409
 NR0409:                Primary Azimuth Mark                     Grid Az
 NR0409:SPC WYEC     -  SAGE HEN                                 035 43 37.1
 NR0409:UTM  13      -  SAGE HEN                                 037 18 39.0
 NR0409
 NR0409|---------------------------------------------------------------------|
 NR0409| PID    Reference Object                     Distance      Geod. Az  |
 NR0409|                                                           dddmmss.s |
 NR0409| NR0420 SAGE HEN                            APPROX. 5.3 KM 0353748.0 |
 NR0409|---------------------------------------------------------------------|
 NR0409
 NR0409                          SUPERSEDED SURVEY CONTROL
 NR0409
 NR0409  NAD 83(1986)-  42 43 49.06303(N)    107 28 34.54516(W) AD(       ) 3
 NR0409  NAD 27      -  42 43 49.21753(N)    107 28 32.30060(W) AD(       ) 3
 NR0409  NGVD 29 (07/19/86) 2201.3    (m)         7222.     (f) VERT ANG       
 NR0409
 NR0409.Superseded values are not recommended for survey control.
 NR0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0409.See file dsdata.txt to determine how the superseded data were derived.
 NR0409
 NR0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9727833839(NAD 83)
 NR0409
 NR0409  HISTORY     - Date     Condition        Report By
 NR0409  HISTORY     - 1950     MONUMENTED       USGS
 NR0409  HISTORY     - 1957     GOOD             USGS
 NR0409
 NR0409                          STATION DESCRIPTION
 NR0409
 NR0409'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0409'RECOVERED IN GOOD CONDITION.
 NR0409'
 NR0409'STATION IS LOCATED ABOUT 29.2 MI. S. AND 11.9 MI. E. OF MONETA,
 NR0409'WYOMING.
 NR0409'
 NR0409'TO REACH FROM MONETA POST OFFICE, PROCEED 0.4 MI. E. ON U.S. HIGHWAY
 NR0409'20 AND 26, TURN RIGHT (S.) ON GRADED COUNTY RD. FOR 1.2 MI. TO RD.
 NR0409'FORKS, THENCE RIGHT (W.) AND CONTINUE ON MAIN GRADED COUNTY RD. FOR
 NR0409'21.9 MI. TO RD. FORKS, TURN LEFT (E.) AND CONTINUE STRAIGHT AHEAD FOR
 NR0409'1.4 MI. TO INTERSECTION WITH PIPELINE RD., CONTINUE STRAIGHT AHEAD
 NR0409'(S.) FOR 0.9 MI. TO RD. FORKS, THENCE LEFT (SE.) FOR 2.9 MI. TO
 NR0409'CROSSROADS, THENCE STRAIGHT AHEAD 0.1 MI. TO RD. FORKS, TURN LEFT
 NR0409'AND PROCEED 0.5 MI. TO CROSSROADS, THENCE STRAIGHT AHEAD 0.5 MI. TO
 NR0409'RD. FORKS, TURN RIGHT 0.6 MI. TO CROSSROADS, THENCE STRAIGHT AHEAD
 NR0409'FOR 0.2 MI. TO RD. FORKS, TURN RIGHT (SE.) AND PROCEED AHEAD 0.2 MI.
 NR0409'TO CROSSROADS, THENCE STRAIGHT AHEAD 1.1 MI. TO EARTH FILLED DAM,
 NR0409'CROSS DAM AND CONTINUE 0.2 MI. TO CROSSROADS, THENCE STRAIGHT AHEAD
 NR0409'(SE.) FOR 1.1 MI. TO CROSSROADS, KEEP STRAIGHT AHEAD FOR 1.1 MI. TO
 NR0409'TOP OF BEAVER RIM AND PROCEED 2.1 MI. TO RD. FORKS, THENCE RIGHT 0.4
 NR0409'MI. TO CROSSROADS, THENCE LEFT 0.05 MI. TO RD. FORKS, TURN RIGHT (NE.)
 NR0409'FOR 5.2 MI. TO RD. FORKS, TURN RIGHT 1.4 MI. TO RD. FORKS, TURN RIGHT
 NR0409'0.6 MI. TO RD. FORKS, THENCE RIGHT 0.7 MI. TO RD. FORKS, TURN LEFT
 NR0409'0.2 MI. TO RD. FORKS, THENCE RIGHT 0.7 MI. TO CROSSROADS, THENCE
 NR0409'LEFT ALONG SAGEHEN CREEK FOR 1.2 MI., STATION LIES TO RIGHT 1800 FT.
 NR0409'OFF RD., ON LARGE RIDGE OVERLOOKING SAGEHEN CREEK TO THE W.
 NR0409'
 NR0409'STATION MARK--STANDARD TABLET IN STEEL PIPE, STAMPED ---WR STREAM
 NR0409'1950 VABM 7222---.
 NR0409'
 NR0409'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0235 ***********************************************************************
 NS0235  DESIGNATION -  STRIP
 NS0235  PID         -  NS0235
 NS0235  STATE/COUNTY-  WY/FREMONT
 NS0235  USGS QUAD   -  ANDERSON RIDGE (1991)
 NS0235
 NS0235                         *CURRENT SURVEY CONTROL
 NS0235  ___________________________________________________________________
 NS0235* NAD 83(1993)-  42 28 30.74162(N)    108 59 16.02189(W)     ADJUSTED  
 NS0235* NAVD 88     -      2493.4    (meters)    8180.     (feet)  VERTCON   
 NS0235  ___________________________________________________________________
 NS0235  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 NS0235  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 NS0235
 NS0235  HORZ ORDER  -  THIRD
 NS0235
 NS0235.The horizontal coordinates were established by classical geodetic methods
 NS0235.and adjusted by the National Geodetic Survey in January 1997..
 NS0235
 NS0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0235
 NS0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0235
 NS0235.The geoid height was determined by GEOID03.
 NS0235
 NS0235;                    North         East     Units Scale Factor Converg.
 NS0235;SPC WYWC     -   219,386.700   580,447.899   MT  0.99994220   -0 09 38.0
 NS0235;UTM  12      - 4,704,501.734   665,404.378   MT  0.99993662   +1 21 32.8
 NS0235
 NS0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0235!SPC WYWC     -   0.99961087  x   0.99994220  =   0.99955309
 NS0235!UTM  12      -   0.99961087  x   0.99993662  =   0.99954752
 NS0235
 NS0235:                Primary Azimuth Mark                     Grid Az
 NS0235:SPC WYWC     -  CREEKS                                   252 24 55.4
 NS0235:UTM  12      -  CREEKS                                   250 53 44.6
 NS0235
 NS0235|---------------------------------------------------------------------|
 NS0235| PID    Reference Object                     Distance      Geod. Az  |
 NS0235|                                                           dddmmss.s |
 NS0235| NS0283 CREEKS                              APPROX. 2.7 KM 2521517.4 |
 NS0235|---------------------------------------------------------------------|
 NS0235
 NS0235                          SUPERSEDED SURVEY CONTROL
 NS0235
 NS0235  NAD 83(1986)-  42 28 30.72429(N)    108 59 16.02098(W) AD(       ) 3
 NS0235  NAD 27      -  42 28 30.89278(N)    108 59 13.59632(W) AD(       ) 3
 NS0235  NGVD 29 (07/19/86) 2492.1    (m)         8176.     (f) VERT ANG       
 NS0235
 NS0235.Superseded values are not recommended for survey control.
 NS0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0235.See file dsdata.txt to determine how the superseded data were derived.
 NS0235
 NS0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6540404502(NAD 83)
 NS0235_MARKER: DD = SURVEY DISK
 NS0235_SETTING: 66 = SET IN ROCK OUTCROP
 NS0235_SP_SET: SET IN ROCK OUTCROP
 NS0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0235+STABILITY: POSITION/ELEVATION WELL
 NS0235
 NS0235  HISTORY     - Date     Condition        Report By
 NS0235  HISTORY     - 1951     MONUMENTED       USGS
 NS0235
 NS0235                          STATION DESCRIPTION
 NS0235
 NS0235'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0235'LOCATED ABOUT 7.0 MI. -AIR- W. OF U.S. HIGHWAY 28 AND ABOUT 2.0 MI.
 NS0235'-AIR- E. OF SWEETWATER RIVER.  ON A RIDGE SPARSLY COVERED WITH TIMBER,
 NS0235'IN SEC.23, T.29 N.,R.102 W.
 NS0235'
 NS0235'TO REACH FROM NEW SOUTH PASS, WYOMING GO S. ON U.S. HIGHWAY 28, 2.5
 NS0235'MI. TO A CROSSROAD.  TAKE RIGHT FORK AND GO ABOUT 6.0 MI. ON MAIN
 NS0235'TRAVELED RD., TURN LEFT S. AND CROSS COUNTRY SW. TO TOP OF RIDGE AND
 NS0235'STATION SITE.
 NS0235'
 NS0235'STATION MARK - A STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK
 NS0235'OUTCROP STAMPED ---WR-STRIP 1951---.
 NS0235'
 NS0235'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0544 ***********************************************************************
 NR0544  DESIGNATION -  STROH
 NR0544  PID         -  NR0544
 NR0544  STATE/COUNTY-  WY/NATRONA
 NR0544  USGS QUAD   -  PINE MOUNTAIN SW (1984)
 NR0544
 NR0544                         *CURRENT SURVEY CONTROL
 NR0544  ___________________________________________________________________
 NR0544* NAD 83(1993)-  42 50 30.65478(N)    106 59 41.72500(W)     ADJUSTED  
 NR0544* NAVD 88     -      1878.3    (meters)    6162.     (feet)  VERTCON   
 NR0544  ___________________________________________________________________
 NR0544  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 NR0544  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 NR0544
 NR0544  HORZ ORDER  -  THIRD
 NR0544
 NR0544.The horizontal coordinates were established by classical geodetic methods
 NR0544.and adjusted by the National Geodetic Survey in January 1997..
 NR0544
 NR0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0544
 NR0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0544
 NR0544.The geoid height was determined by GEOID03.
 NR0544
 NR0544;                    North         East     Units Scale Factor Converg.
 NR0544;SPC WYEC     -   360,141.193   427,663.206   MT  0.99994691   +0 13 48.4
 NR0544;UTM  13      - 4,745,182.804   336,978.117   MT  0.99992696   -1 21 24.5
 NR0544
 NR0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0544!SPC WYEC     -   0.99970757  x   0.99994691  =   0.99965449
 NR0544!UTM  13      -   0.99970757  x   0.99992696  =   0.99963455
 NR0544
 NR0544:                Primary Azimuth Mark                     Grid Az
 NR0544:SPC WYEC     -  DODD                                     125 25 33.3
 NR0544:UTM  13      -  DODD                                     127 00 46.2
 NR0544
 NR0544|---------------------------------------------------------------------|
 NR0544| PID    Reference Object                     Distance      Geod. Az  |
 NR0544|                                                           dddmmss.s |
 NR0544| NR0525 DODD                                APPROX. 6.0 KM 1253921.7 |
 NR0544|---------------------------------------------------------------------|
 NR0544
 NR0544                          SUPERSEDED SURVEY CONTROL
 NR0544
 NR0544  NAD 83(1986)-  42 50 30.64559(N)    106 59 41.69641(W) AD(       ) 3
 NR0544  NGVD 29 (09/08/93) 1877.3    (m)         6159.     (f) VERT ANG       
 NR0544
 NR0544.Superseded values are not recommended for survey control.
 NR0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0544.See file dsdata.txt to determine how the superseded data were derived.
 NR0544
 NR0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH3697845183(NAD 83)
 NR0544_MARKER: DS = TRIANGULATION STATION DISK
 NR0544_SETTING: 0 = UNSPECIFIED SETTING
 NR0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0544
 NR0544  HISTORY     - Date     Condition        Report By
 NR0544  HISTORY     - 1948     MONUMENTED       USGS
 NR0544
 NR0544                          STATION DESCRIPTION
 NR0544
 NR0544'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0544'RECOVERED IN GOOD CONDITION BY P. H. JOHNSON, 1957.
 NR0544'
 NR0544'LOCATED 13.0 MI. S. OF POWDER RIVER AND 2.5 MI. SE. OF THE MORTON
 NR0544'RANCH.
 NR0544'
 NR0544'TO REACH STATION FROM POWDER RIVER POST OFFICE, GO E. ON U.S. HIGHWAY
 NR0544'20 FOR 1.1 MI. TO A CROSSROADS, TURN RIGHT AND GO S. ON GRADED DIRT
 NR0544'RD. FOR 3.4 MI. TO RD. FORK, TAKE RIGHT (MAIN RD.) FOR 4.0 MI. TO RD.
 NR0544'FORK, TAKE RIGHT (UPHILL) FOR 4.4 MI. TO RD. FORK, TAKE LEFT FORK FOR
 NR0544'4.4 MI. (PASSING RESERVOIR AND THROUGH TWO GATES) TO THE BOB MARTIN
 NR0544'RANCH, CONTINUE THROUGH RANCH BUILDINGS, GOING S. ON MAIN RD. FOR 4.3
 NR0544'MI. TO T-INTERSECTION WITH THE POISON SPIDER ROAD, TAKE LEFT AND GO E.
 NR0544'0.65 MI. TO VERY FAINT TRUCK TRACKS TAKING OFF DIAGONALLY TO THE LEFT
 NR0544'(NE.), FOLLOW THESE TRACKS 1.2 MI., THEN TURN RIGHT AND GO ACROSS
 NR0544'COUNTRY E. AND SE. FOR 0.3 MI. TO TOP OF HILL AND STATION.
 NR0544'
 NR0544'STATION MARK--STANDARD TABLET STAMPED---STROH 1947---, AND SET IN TOP
 NR0544'OF A CONCRETE MONUMENT 4 IN. ABOVE GROUND.
 NR0544'
 NR0544'REFERENCE MARKS--ONE IN. IRON PIPES 6 IN. ABOVE THE GROUND, NO. 1
 NR0544'BEING 51.12 FT. N. NW. OF THE STATION MARK AND NO. 2 BEING 43.82
 NR0544'FT. E. NE. OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0521 ***********************************************************************
 MP0521  DESIGNATION -  STROUSS
 MP0521  PID         -  MP0521
 MP0521  STATE/COUNTY-  WY/ALBANY
 MP0521  USGS QUAD   -  STROUSS HILL (1992)
 MP0521
 MP0521                         *CURRENT SURVEY CONTROL
 MP0521  ___________________________________________________________________
 MP0521* NAD 83(1993)-  41 28 59.75373(N)    106 03 10.11501(W)     ADJUSTED  
 MP0521* NAVD 88     -      2488.4    (meters)    8164.     (feet)  VERTCON   
 MP0521  ___________________________________________________________________
 MP0521  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 MP0521  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 MP0521
 MP0521  HORZ ORDER  -  THIRD
 MP0521
 MP0521.The horizontal coordinates were established by classical geodetic methods
 MP0521.and adjusted by the National Geodetic Survey in January 1997..
 MP0521
 MP0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0521
 MP0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0521
 MP0521.The geoid height was determined by GEOID03.
 MP0521
 MP0521;                    North         East     Units Scale Factor Converg.
 MP0521;SPC WY E     -   109,567.528   125,995.663   MT  1.00000487   -0 35 13.2
 MP0521;SPC WYEC     -   209,980.091   506,940.760   MT  1.00007819   +0 50 53.9
 MP0521;UTM  13      - 4,592,941.247   412,106.350   MT  0.99969507   -0 41 50.7
 MP0521
 MP0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0521!SPC WY E     -   0.99961163  x   1.00000487  =   0.99961650
 MP0521!SPC WYEC     -   0.99961163  x   1.00007819  =   0.99968979
 MP0521!UTM  13      -   0.99961163  x   0.99969507  =   0.99930682
 MP0521
 MP0521:                Primary Azimuth Mark                     Grid Az
 MP0521:SPC WY E     -  STROUSS AZ MK                            025 04 28.6
 MP0521:SPC WYEC     -  STROUSS AZ MK                            023 38 21.5
 MP0521:UTM  13      -  STROUSS AZ MK                            025 11 06.1
 MP0521
 MP0521|---------------------------------------------------------------------|
 MP0521| PID    Reference Object                     Distance      Geod. Az  |
 MP0521|                                                           dddmmss.s |
 MP0521| CP5874 STROUSS AZ MK                                      0242915.4 |
 MP0521| MO1307 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.27.4 KM 0245701.8 |
 MP0521| CP5876 STROUSS RM 3                         13.155 METERS 09301     |
 MP0521| MP0522 8170                                 58.783 METERS 17501     |
 MP0521| CP5875 STROUSS RM 2                         12.643 METERS 35356     |
 MP0521|---------------------------------------------------------------------|
 MP0521
 MP0521                          SUPERSEDED SURVEY CONTROL
 MP0521
 MP0521  NAD 83(1986)-  41 28 59.74132(N)    106 03 10.11216(W) AD(       ) 3
 MP0521  NAD 27      -  41 28 59.84900(N)    106 03 08.08700(W) AD(       ) 3
 MP0521  NGVD 29 (07/19/86) 2487.2    (m)         8160.     (f) VERT ANG       
 MP0521
 MP0521.Superseded values are not recommended for survey control.
 MP0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0521.See file dsdata.txt to determine how the superseded data were derived.
 MP0521
 MP0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF1210692941(NAD 83)
 MP0521_MARKER: DS = TRIANGULATION STATION DISK
 MP0521_SETTING: 80 = SET IN A BOULDER
 MP0521_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0521
 MP0521  HISTORY     - Date     Condition        Report By
 MP0521  HISTORY     - 1948     MONUMENTED       CGS
 MP0521  HISTORY     - 1959     GOOD             USGS
 MP0521  HISTORY     - 1969     GOOD             USGS
 MP0521  HISTORY     - 1974     GOOD             DMA
 MP0521
 MP0521                          STATION DESCRIPTION
 MP0521
 MP0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0521'THE STATION IS LOCATED ABOUT 27 MILES AIR LINE WEST OF LARAMIE
 MP0521'AND ABOUT 19 MILES AIR LINE SOUTH OF ROCK SPRINGS, ON A
 MP0521'BRUSH-COVERED RIDGE THAT IS KNOWN LOCALLY AS STROUSS HILL.
 MP0521'THE STATION MARK PROJECTS 4 INCHES, IS SET ON TOP OF THE RIDGE
 MP0521'ABOUT 300 FEET NORTH OF A FENCE LINE AND 250 FEET NORTH OF
 MP0521'THE HIGHEST POINT OF THE RIDGE.  IT IS STAMPED, STROUSS 1948.
 MP0521'
 MP0521'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MP0521'SET IN A BOULDER THAT PROJECTS 4 INCHES AND IS SET ON TOP
 MP0521'OF THE RIDGE ABOUT 8.5 FEET HIGHER THAN THE STATION MARK.
 MP0521'IT IS STAMPED, 8170 7-11 05.
 MP0521'
 MP0521'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS SET ON TOP OF THE
 MP0521'RIDGE 2 FEET LOWER THAN THE STATION MARK.  IT IS STAMPED,
 MP0521'STROUSS NO 2 1948.
 MP0521'
 MP0521'REFERENCE MARK NO. 3 PROJECTS 3 INCHES, IS SET ON THE EAST
 MP0521'SLOPE OF THE RIDGE ABOUT 11 FEET LOWER THAN THE STATION MARK.
 MP0521'IT IS STAMPED, STROUSS NO 3 1948.
 MP0521'
 MP0521'THE AZIMUTH MARK PROJECTS 12 INCHES, IS SET ON THE NORTHEAST
 MP0521'SLOPE OF THE RIDGE.  100 FEET FROM THE TOP OF RIDGE.  IT IS
 MP0521'15 FEET NORTH OF A WHITE WITNESS POST AND IS STAMPED, STROUSS
 MP0521'1948.
 MP0521'
 MP0521'TO REACH THE STATION FROM LARAMIE, GO WEST ON STATE HIGHWAY
 MP0521'130, 4.5 MILES TO THE AIRPORT.  CONTINUE 2.2 MILES TO A ROAD
 MP0521'RIGHT.  TURN RIGHT FOLLOW MAIN ROAD NORTH AND WEST 11.1 MILES
 MP0521'TO A FORK.  KEEP TO THE RIGHT UP HILL, GO 8.35 MILES ON MAIN
 MP0521'ROAD TO AN OIL FIELD ON RIGHT.  CONTINUE STRAIGHT AHEAD ON
 MP0521'MAIN ROAD 4.45 MILES TO A CATTLE GUARD.  CONTINUE ON MAIN ROAD
 MP0521'1.65 MILE TO TRACKS LEFT JUST BEFORE REACHING ANOTHER CATTLE
 MP0521'GUARD.  TURN LEFT, KEEP ON LEFT SIDE OF RIDGE FOR 0.7 MILE TO THE
 MP0521'AZIMUTH MARK ON RIGHT.  CONTINUE 0.4 MILE TO TOP OF RIDGE
 MP0521'AND STATION.  A DRIVE STATION.
 MP0521'
 MP0521'A LEVEL CONNECTION WAS MADE TO THE U.S. GEOLOGICAL SURVEY
 MP0521'BENCH MARK.  (R.M. 1)
 MP0521
 MP0521                          STATION RECOVERY (1959)
 MP0521
 MP0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0521'RECOVERED.
 MP0521'
 MP0521'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---STROUSS 1948---.
 MP0521
 MP0521                          STATION RECOVERY (1969)
 MP0521
 MP0521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MP0521'RECOVERED.
 MP0521'
 MP0521'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---STROUSS 1948---.
 MP0521
 MP0521                          STATION RECOVERY (1974)
 MP0521
 MP0521'RECOVERY NOTE BY DEFENSE MAP AGENCY 1974
 MP0521'STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE
 MP0521'AZIMUTH MARK WAS ALSO RECOVERED AT THIS TIME IN GOOD CONDITION AND
 MP0521'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0827 ***********************************************************************
 MR0827  DESIGNATION -  SUB
 MR0827  PID         -  MR0827
 MR0827  STATE/COUNTY-  WY/LINCOLN
 MR0827  USGS QUAD   -  SUBLET (1985)
 MR0827
 MR0827                         *CURRENT SURVEY CONTROL
 MR0827  ___________________________________________________________________
 MR0827* NAD 83(1993)-  41 55 38.18318(N)    110 31 13.56126(W)     ADJUSTED  
 MR0827* NAVD 88     -      2384.8    (meters)    7824.     (feet)  VERTCON   
 MR0827  ___________________________________________________________________
 MR0827  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MR0827  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 MR0827
 MR0827  HORZ ORDER  -  THIRD
 MR0827
 MR0827.The horizontal coordinates were established by classical geodetic methods
 MR0827.and adjusted by the National Geodetic Survey in January 1997..
 MR0827
 MR0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0827
 MR0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0827
 MR0827.The geoid height was determined by GEOID03.
 MR0827
 MR0827;                    North         East     Units Scale Factor Converg.
 MR0827;SPC WY W     -   258,592.659   763,746.924   MT  0.99995367   -0 17 31.4
 MR0827;UTM  12      - 4,641,812.682   539,761.784   MT  0.99961945   +0 19 13.6
 MR0827
 MR0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0827!SPC WY W     -   0.99962825  x   0.99995367  =   0.99958194
 MR0827!UTM  12      -   0.99962825  x   0.99961945  =   0.99924784
 MR0827
 MR0827:                Primary Azimuth Mark                     Grid Az
 MR0827:SPC WY W     -  WILLOW                                   002 45 09.5
 MR0827:UTM  12      -  WILLOW                                   002 08 24.5
 MR0827
 MR0827|---------------------------------------------------------------------|
 MR0827| PID    Reference Object                     Distance      Geod. Az  |
 MR0827|                                                           dddmmss.s |
 MR0827| MR0826 WILLOW                              APPROX. 3.7 KM 0022738.1 |
 MR0827|---------------------------------------------------------------------|
 MR0827
 MR0827                          SUPERSEDED SURVEY CONTROL
 MR0827
 MR0827  NAD 83(1986)-  41 55 38.17362(N)    110 31 13.55927(W) AD(       ) 3
 MR0827  NAD 27      -  41 55 38.37137(N)    110 31 10.94368(W) AD(       ) 3
 MR0827  NGVD 29 (07/19/86) 2383.4    (m)         7820.     (f) VERT ANG       
 MR0827
 MR0827.Superseded values are not recommended for survey control.
 MR0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0827.See file dsdata.txt to determine how the superseded data were derived.
 MR0827
 MR0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3976241813(NAD 83)
 MR0827
 MR0827  HISTORY     - Date     Condition        Report By
 MR0827  HISTORY     - 1942     MONUMENTED       USGS
 MR0827  HISTORY     - 1952     GOOD             USGS
 MR0827
 MR0827                          STATION DESCRIPTION
 MR0827
 MR0827'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 MR0827'LOCATED ABOUT 8.0 MI. N. AND 1.0 MI. E. OF KEMMERER, 1.25 MI. N. OF
 MR0827'SUBLET RUINS.  ON TOP OF OYSTER RIDGE WHICH IS IN THE DIVIDE LYING
 MR0827'ALONG E. SIDE OF WILLOW CREEK VALLEY, ON PROMINIENT KNOLL, 25 FT. W.
 MR0827'OF BUSHES ON E. SLOPE THAT BORDER THE TOP, 30 FT. N. OF BIG ROCK
 MR0827'OUTCROP WHICH EXTENDS DOWN SLOPE TO SW.
 MR0827'
 MR0827'TO REACH STATION FROM SUSIE MINE TIPPLE ON U.S. HIGHWAY 189, DRIVE N.
 MR0827'1.4 MI. ON U.S. HIGHWAY 189 AND PASS UNDER RAILROAD BRIDGE, CONTINUE
 MR0827'ON HIGHWAY 189 0.5 MI. AND TAKE LEFT FORK (DIRT RD.) AT STATE GAME
 MR0827'REFUGE SIGN, DRIVE 3.0 MI. AND TAKE LEFT FORK OPPOSITE RANCH BUILDINGS
 MR0827'DRIVE 0.7 MI. AND TURN RIGHT N. IN RUINS OF SUBLET, DRIVE 1.0 MI. TO
 MR0827'POINT OPPOSITE STATION, WALK LEFT ALONG S. SIDE OF ASPEN GROVE TO
 MR0827'STATION ON TOP OF KNOLL.
 MR0827'
 MR0827'RECOVERED.
 MR0827'
 MR0827'STATION MARK - STANDARD TABLET STAMPED ---SUB 1942 VABM 7819---
 MR0827'CEMENTED IN SOLID ROCK ON HIGHEST PART OF TOP.
 MR0827'
 MR0827'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET CEMENTED IN SOLID
 MR0827'ROCK, STAMPED ---NO.1--- 36.96 FT. FROM STATION, S 57 DEG 46 MIN E.
 MR0827'
 MR0827'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET CEMENTED IN SOLID ROCK
 MR0827'STAMPED ---NO.2--- 21.63 FT. FROM STATION, S 49 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0533 ***********************************************************************
 NT0533  DESIGNATION -  SUBLETTE
 NT0533  PID         -  NT0533
 NT0533  STATE/COUNTY-  WY/LINCOLN
 NT0533  USGS QUAD   -  GENEVA (1970)
 NT0533
 NT0533                         *CURRENT SURVEY CONTROL
 NT0533  ___________________________________________________________________
 NT0533* NAD 83(1993)-  42 15 16.69759(N)    111 00 12.59514(W)     ADJUSTED  
 NT0533* NAVD 88     -      2848.9    (meters)    9347.     (feet)  VERTCON   
 NT0533  ___________________________________________________________________
 NT0533  LAPLACE CORR-           9.43  (seconds)                    DEFLEC99
 NT0533  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NT0533
 NT0533  HORZ ORDER  -  FIRST
 NT0533
 NT0533.The horizontal coordinates were established by classical geodetic methods
 NT0533.and adjusted by the National Geodetic Survey in January 1997..
 NT0533
 NT0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0533
 NT0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0533
 NT0533.The geoid height was determined by GEOID03.
 NT0533
 NT0533;                    North         East     Units Scale Factor Converg.
 NT0533;SPC WY W     -   295,270.074   724,072.725   MT  1.00000841   -0 37 07.6
 NT0533;SPC ID E     -    65,959.203   295,979.787   MT  1.00006068   +0 46 55.9
 NT0533;UTM  12      - 4,678,049.050   499,711.408   MT  0.99960000   -0 00 08.5
 NT0533
 NT0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0533!SPC WY W     -   0.99955539  x   1.00000841  =   0.99956379
 NT0533!SPC ID E     -   0.99955539  x   1.00006068  =   0.99961604
 NT0533!UTM  12      -   0.99955539  x   0.99960000  =   0.99915557
 NT0533
 NT0533:                Primary Azimuth Mark                     Grid Az
 NT0533:SPC WY W     -  RAY TEMP PT                              007 22 26.6
 NT0533:SPC ID E     -  RAY TEMP PT                              005 58 23.1
 NT0533:UTM  12      -  RAY TEMP PT                              006 45 27.5
 NT0533
 NT0533|---------------------------------------------------------------------|
 NT0533| PID    Reference Object                     Distance      Geod. Az  |
 NT0533|                                                           dddmmss.s |
 NT0533| NT0648 RAY TEMP PT                         APPROX. 6.3 KM 0064519.0 |
 NT0533| CM6556 SUBLETTE RM 1                        31.273 METERS 14803     |
 NT0533| CM6557 SUBLETTE RM 2                        45.263 METERS 33045     |
 NT0533|---------------------------------------------------------------------|
 NT0533
 NT0533                          SUPERSEDED SURVEY CONTROL
 NT0533
 NT0533  NAD 83(1993)-  42 15 16.69517(N)    111 00 12.59784(W) AD(       ) 1
 NT0533  NAD 83(1986)-  42 15 16.68710(N)    111 00 12.58397(W) AD(       ) 1
 NT0533  NAD 27      -  42 15 16.93200(N)    111 00 09.90600(W) AD(       ) 1
 NT0533  NGVD 29 (07/19/86) 2847.5    (m)         9342.     (f) VERT ANG       
 NT0533
 NT0533.Superseded values are not recommended for survey control.
 NT0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0533.See file dsdata.txt to determine how the superseded data were derived.
 NT0533
 NT0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM9971178049(NAD 83)
 NT0533_MARKER: DS = TRIANGULATION STATION DISK
 NT0533_SETTING: 80 = SET IN A BOULDER
 NT0533_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 NT0533
 NT0533  HISTORY     - Date     Condition        Report By
 NT0533  HISTORY     - 1933     MONUMENTED       CGS
 NT0533  HISTORY     - 1934     GOOD             USGS
 NT0533  HISTORY     - 1963     GOOD             USGS
 NT0533
 NT0533                          STATION DESCRIPTION
 NT0533
 NT0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NT0533'ON HIGH PROMINENT MOUNTAIN ABOUT 2-1/4 MILES EAST OF IDAHO-WYOMING
 NT0533'BOUNDARY, 3-1/2 MILES NORTHEAST OF BORDER, AND ABOUT 12 MILES
 NT0533'NORTH OF COKEVILLE, IN SEC. 8, T. 26 N., R. 119 W.  TO REACH
 NT0533'FROM BORDER INN (YELLOW BUILDING, AT JUNCTION OF U.S. HIGHWAY
 NT0533'30N AND STATE HIGHWAY 89), GO NORTH 2.4 MILES ON STATE HIGHWAY
 NT0533'89, LEAVE HIGHWAY AND GO TO RIGHT 0.9 MILE TO RANCH AT FOOT
 NT0533'OF MOUNTAIN, OWNED BY J. LAYLAND.  FROM HERE PACK UP CANYON
 NT0533'ON TRAIL ABOUT 1/2 MILE, THEN TURN LEFT UP ONTO RIDGE, THEN
 NT0533'UP RIDGE TO HIGHEST POINT AND STATION.  STATION MARK IS
 NT0533'STANDARD DISK STATION MARK IN BOULDER.  REFERENCE MARKS
 NT0533'ARE STANDARD REFERENCE DISKS IN BOULDERS.  NO.
 NT0533'1 IS 102.6 FEET FROM STATION S 31 DEG 57 MIN E.  NO. 2 IS
 NT0533'148.5 FEET FROM STATION N 29 DEG 15 MIN W.
 NT0533
 NT0533                          STATION RECOVERY (1934)
 NT0533
 NT0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 NT0533'$
 NT0533'STATION MARK--STANDARD USC AND GS DISK, CEMENTED IN ROUND BOULDER,
 NT0533'STAMPED ---SUBLETTE 1933---.
 NT0533
 NT0533                          STATION RECOVERY (1963)
 NT0533
 NT0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NT0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0450 ***********************************************************************
 MQ0450  DESIGNATION -  SUGARLOAF
 MQ0450  PID         -  MQ0450
 MQ0450  STATE/COUNTY-  WY/SWEETWATER
 MQ0450  USGS QUAD   -  SOUTH SUPERIOR (1986)
 MQ0450
 MQ0450                         *CURRENT SURVEY CONTROL
 MQ0450  ___________________________________________________________________
 MQ0450* NAD 83(1993)-  41 51 07.15074(N)    108 52 43.88612(W)     ADJUSTED  
 MQ0450* NAVD 88     -      2314.9    (meters)    7595.     (feet)  VERTCON   
 MQ0450  ___________________________________________________________________
 MQ0450  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 MQ0450  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 MQ0450
 MQ0450  HORZ ORDER  -  THIRD
 MQ0450
 MQ0450.The horizontal coordinates were established by classical geodetic methods
 MQ0450.and adjusted by the National Geodetic Survey in January 1997..
 MQ0450
 MQ0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0450
 MQ0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0450
 MQ0450.The geoid height was determined by GEOID03.
 MQ0450
 MQ0450;                    North         East     Units Scale Factor Converg.
 MQ0450;SPC WYWC     -   150,146.619   589,300.041   MT  0.99993891   -0 05 09.5
 MQ0450;UTM  12      - 4,635,517.811   676,078.988   MT  0.99998152   +1 24 56.2
 MQ0450
 MQ0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0450!SPC WYWC     -   0.99963924  x   0.99993891  =   0.99957818
 MQ0450!UTM  12      -   0.99963924  x   0.99998152  =   0.99962077
 MQ0450
 MQ0450:                Primary Azimuth Mark                     Grid Az
 MQ0450:SPC WYWC     -  CROSS                                    261 30 06.6
 MQ0450:UTM  12      -  CROSS                                    260 00 00.9
 MQ0450
 MQ0450|---------------------------------------------------------------------|
 MQ0450| PID    Reference Object                     Distance      Geod. Az  |
 MQ0450|                                                           dddmmss.s |
 MQ0450| MQ0453 CROSS                               APPROX.13.7 KM 2612457.1 |
 MQ0450|---------------------------------------------------------------------|
 MQ0450
 MQ0450                          SUPERSEDED SURVEY CONTROL
 MQ0450
 MQ0450  NAD 83(1986)-  41 51 07.13787(N)    108 52 43.88101(W) AD(       ) 3
 MQ0450  NAD 27      -  41 51 07.27486(N)    108 52 41.46097(W) AD(       ) 3
 MQ0450  NGVD 29 (07/19/86) 2313.6    (m)         7591.     (f) VERT ANG       
 MQ0450
 MQ0450.Superseded values are not recommended for survey control.
 MQ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0450.See file dsdata.txt to determine how the superseded data were derived.
 MQ0450
 MQ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM7607935518(NAD 83)
 MQ0450_MARKER: DD = SURVEY DISK
 MQ0450_SETTING: 80 = SET IN A BOULDER
 MQ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0450+STABILITY: SURFACE MOTION
 MQ0450
 MQ0450  HISTORY     - Date     Condition        Report By
 MQ0450  HISTORY     - 1957     MONUMENTED       USGS
 MQ0450
 MQ0450                          STATION DESCRIPTION
 MQ0450
 MQ0450'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MQ0450'STATION LOCATED APPROX. 8 MI. AIRLINE NE. OF SUPERIOR ON THE SW. AND
 MQ0450'HIGHEST POINT OF A HIGH BUTTE KNOWN LOCALLY AS ---SUGARLOAF BUTTE---
 MQ0450'ALSO KNOWN AS ---SPRING BUTTE---. WHICH LIES BETWEEN TABLE MOUNTAIN
 MQ0450'AND BLACK ROCK BUTTE TO THE N. AND S. RESPECTIVELY IN SEC. 30 T.22
 MQ0450'N.,R.101 W.
 MQ0450'
 MQ0450'STATION REACHED BY HELICOPTER.
 MQ0450'
 MQ0450'STATION MARK - STANDARD ALUMINUM TABLET SET IN BOULDER, STAMPED
 MQ0450'---SUGARLOAF 1957--- AND PROJECTING 0.5 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0367 ***********************************************************************
 NR0367  DESIGNATION -  SULLIVAN
 NR0367  PID         -  NR0367
 NR0367  STATE/COUNTY-  WY/CARBON
 NR0367  USGS QUAD   -  PINE HILL (1984)
 NR0367
 NR0367                         *CURRENT SURVEY CONTROL
 NR0367  ___________________________________________________________________
 NR0367* NAD 83(1993)-  42 08 57.24493(N)    106 23 05.68123(W)     ADJUSTED  
 NR0367* NAVD 88     -      2528.2    (meters)    8295.     (feet)  VERTCON   
 NR0367  ___________________________________________________________________
 NR0367  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 NR0367  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 NR0367
 NR0367  HORZ ORDER  -  THIRD
 NR0367
 NR0367.The horizontal coordinates were established by classical geodetic methods
 NR0367.and adjusted by the National Geodetic Survey in January 1997..
 NR0367
 NR0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0367
 NR0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0367
 NR0367.The geoid height was determined by GEOID03.
 NR0367
 NR0367;                    North         East     Units Scale Factor Converg.
 NR0367;SPC WYEC     -   283,588.286   478,389.072   MT  1.00001308   +0 38 11.3
 NR0367;UTM  13      - 4,667,273.931   385,572.178   MT  0.99976111   -0 55 46.1
 NR0367
 NR0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0367!SPC WYEC     -   0.99960566  x   1.00001308  =   0.99961874
 NR0367!UTM  13      -   0.99960566  x   0.99976111  =   0.99936687
 NR0367
 NR0367:                Primary Azimuth Mark                     Grid Az
 NR0367:SPC WYEC     -  HIGH                                     258 52 05.1
 NR0367:UTM  13      -  HIGH                                     260 26 02.5
 NR0367
 NR0367|---------------------------------------------------------------------|
 NR0367| PID    Reference Object                     Distance      Geod. Az  |
 NR0367|                                                           dddmmss.s |
 NR0367| NR0376 HIGH                                APPROX.10.4 KM 2593016.4 |
 NR0367|---------------------------------------------------------------------|
 NR0367
 NR0367                          SUPERSEDED SURVEY CONTROL
 NR0367
 NR0367  NAD 83(1986)-  42 08 57.23014(N)    106 23 05.67062(W) AD(       ) 3
 NR0367  NAD 27      -  42 08 57.36136(N)    106 23 03.58715(W) AD(       ) 3
 NR0367  NGVD 29 (07/19/86) 2527.0    (m)         8291.     (f) VERT ANG       
 NR0367
 NR0367.Superseded values are not recommended for survey control.
 NR0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0367.See file dsdata.txt to determine how the superseded data were derived.
 NR0367
 NR0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG8557267274(NAD 83)
 NR0367
 NR0367  HISTORY     - Date     Condition        Report By
 NR0367  HISTORY     - UNK      MONUMENTED
 NR0367  HISTORY     - 1961     GOOD             USGS
 NR0367
 NR0367                          STATION DESCRIPTION
 NR0367
 NR0367'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (CWL)
 NR0367'STATION IS LOCATED APPROX. 20.0 MI. E. AND 8.0 MI.S. OF LEO, WYOMING
 NR0367'ON A TIMBERED HILL SLOPING N. AND DROPPING OFF SHARPLY TO THE S.
 NR0367'
 NR0367'TO REACH FROM LEO, WYOMING P.O. PROCEED S. ON LEO-HANNA RD. 1.1 MI. TO
 NR0367'COUNTY RD. LEFT AND E.  TURN LEFT ON COUNTY RD. 19.1 MI. TO COUNTY RD.
 NR0367'S. AND RIGHT.  TURN RIGHT ON COUNTY RD. 6.0 MI. TO CREEK CROSSING.
 NR0367'TURN LEFT DOWN CREEK ON DIM TRAIL RD. 5.3 MI. FOLLOW EDGE OF TIMBER TO
 NR0367'SE. END OF RIDGE AND STATION.  STATION IS ON HIGHEST POINT RIDGE.
 NR0367'
 NR0367'RECOVERED BY C.W. LINKEMAN 1961, REDESCRIBED AS FOLLOWS ---TO REACH
 NR0367'STATION FROM MEDICINE BOW, WYOMING, GO N. 31.4 MI. ON STATE HWY. 487
 NR0367'TO JUNCTION OF LEO RD., TURN LEFT ON LEO RD., GO 1.9 MI. TO Y-RD. JCT.
 NR0367'TAKE LEFT FORK AND GO 4.0 MI. TO Y-RD. JCT. TAKE LEFT FORK, GO 5.5 MI.
 NR0367'TO END OF RD. AND STATION.  THE STATION IS AT THE W. EDGE OF A MICRO
 NR0367'WAVE STATION LOCATED ON PINE HILL.---
 NR0367'
 NR0367'STATION MARK - STANDARD TABLET SET IN CONCRETE POST BURIED IN GROUND
 NR0367'AND EXTENDING ABOUT 6 IN. ABOVE GROUND, STAMPED ---SULIVAN 1951---.
 NR0367'REFERENCE MARK NO.1 - A BRONZE REFERENCE TABLET SET IN CONCRETE IN
 NR0367'SOLID ROCK, STAMPED ---SULIVAN 1951 NO.1---. 36.76 FT.,
 NR0367'S 53 DEG 19 MIN W, FROM STATION.
 NR0367'
 NR0367'REFERENCE MARK NO.2 - A BRONZE REFERENCE TABLET SET IN CONCRETE IN
 NR0367'SOLID ROCK, STAMPED ---SULLIVAN 1951 NO.2--- 52.55 FT.,
 NR0367'N 11 DEG 09 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0196 ***********************************************************************
 NS0196  DESIGNATION -  SULPHER
 NS0196  PID         -  NS0196
 NS0196  STATE/COUNTY-  WY/FREMONT
 NS0196  USGS QUAD   -  BARRAS SPRINGS (1953)
 NS0196
 NS0196                         *CURRENT SURVEY CONTROL
 NS0196  ___________________________________________________________________
 NS0196* NAD 83(1993)-  42 28 55.62539(N)    108 15 22.58841(W)     ADJUSTED  
 NS0196* NAVD 88     -      2065.9    (meters)    6778.     (feet)  VERTCON   
 NS0196  ___________________________________________________________________
 NS0196  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 NS0196  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 NS0196
 NS0196  HORZ ORDER  -  THIRD
 NS0196
 NS0196.The horizontal coordinates were established by classical geodetic methods
 NS0196.and adjusted by the National Geodetic Survey in January 1997..
 NS0196
 NS0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0196
 NS0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0196
 NS0196.The geoid height was determined by GEOID03.
 NS0196
 NS0196;                    North         East     Units Scale Factor Converg.
 NS0196;SPC WYWC     -   220,245.195   640,592.813   MT  0.99995777   +0 20 00.4
 NS0196;UTM  12      - 4,706,955.636   725,513.243   MT  1.00022575   +1 51 13.6
 NS0196
 NS0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0196!SPC WYWC     -   0.99967810  x   0.99995777  =   0.99963588
 NS0196!UTM  12      -   0.99967810  x   1.00022575  =   0.99990377
 NS0196
 NS0196:                Primary Azimuth Mark                     Grid Az
 NS0196:SPC WYWC     -  SHEEP                                    336 04 45.5
 NS0196:UTM  12      -  SHEEP                                    334 33 32.3
 NS0196
 NS0196|---------------------------------------------------------------------|
 NS0196| PID    Reference Object                     Distance      Geod. Az  |
 NS0196|                                                           dddmmss.s |
 NS0196| NS0169 SHEEP                               APPROX. 3.5 KM 3362445.9 |
 NS0196|---------------------------------------------------------------------|
 NS0196
 NS0196                          SUPERSEDED SURVEY CONTROL
 NS0196
 NS0196  NAD 83(1986)-  42 28 55.61069(N)    108 15 22.58893(W) AD(       ) 3
 NS0196  NAD 27      -  42 28 55.76670(N)    108 15 20.23862(W) AD(       ) 3
 NS0196  NGVD 29 (07/19/86) 2064.8    (m)         6774.     (f) VERT ANG       
 NS0196
 NS0196.Superseded values are not recommended for survey control.
 NS0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0196.See file dsdata.txt to determine how the superseded data were derived.
 NS0196
 NS0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2551306956(NAD 83)
 NS0196_MARKER: DD = SURVEY DISK
 NS0196_SETTING: 80 = SET IN A BOULDER
 NS0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0196+STABILITY: SURFACE MOTION
 NS0196
 NS0196  HISTORY     - Date     Condition        Report By
 NS0196  HISTORY     - 1951     MONUMENTED       USGS
 NS0196
 NS0196                          STATION DESCRIPTION
 NS0196
 NS0196'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0196'TO REACH STATION FROM THE BRIDGE OVER THE SWEETWATER RIVER ON U.S.
 NS0196'HIGHWAY 287, GO 5.2 MI. NW. ON HIGHWAY 287 TO WHERE THE ELLIS RANCH
 NS0196'RD. -CARTER OIL CO. SWEETWATER WELL NO.2- GOES OFF TO THE LEFT -S-.
 NS0196'TURN LEFT ONTO ELLIS RANCH RD. AND GO 8.4 MI. TO BRIDGE OVER THE
 NS0196'SWEETWATER RIVER AT THE ELLIS RANCH.  CROSS BRIDGE AND CONTINUE ON RD.
 NS0196'0.35 MI. TO GATE AND END OF RD.  GO THRU GATE AND TURN LEFT ONTO RD.
 NS0196'WHICH FOLLOWS ALONG THE S. SIDE OF THE SWEETWATER RIVER.  CONTINUE
 NS0196'ON THIS RD. 2.7 MI. TO RD. FORK.  TAKE RIGHT FORK WHICH FOLLOWS UP W.
 NS0196'SIDE OF ALKALI CREEK GO 0.8 MI., THEN TURN LEFT OFF RD. AND FORK
 NS0196'ALKALI CREEK OVER GRAVEL DELTA AT BEND.  STATION IS ABOUT 0.5 MI. E.
 NS0196'OF ALKALI CREEK ON THE MOST EASTERLY OF SMALL TWIN -CAMEL BACK- HILLS.
 NS0196'
 NS0196'STATION MARK - STANDARD BRONZE TABLET SET IN BOULDER APPROXIMATELY
 NS0196'LEVEL WITH GROUND, STAMPED ---WR-SULPHER 1951 6774---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0416 ***********************************************************************
 PX0416  DESIGNATION -  SULPHER
 PX0416  PID         -  PX0416
 PX0416  STATE/COUNTY-  WY/PARK
 PX0416  USGS QUAD   -  INDIAN PASS (1987)
 PX0416
 PX0416                         *CURRENT SURVEY CONTROL
 PX0416  ___________________________________________________________________
 PX0416* NAD 83(1993)-  44 27 54.64698(N)    109 07 08.40156(W)     ADJUSTED  
 PX0416* NAVD 88     -      1741.6    (meters)    5714.     (feet)  VERTCON   
 PX0416  ___________________________________________________________________
 PX0416  LAPLACE CORR-         -17.63  (seconds)                    DEFLEC99
 PX0416  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 PX0416
 PX0416  HORZ ORDER  -  THIRD
 PX0416
 PX0416.The horizontal coordinates were established by classical geodetic methods
 PX0416.and adjusted by the National Geodetic Survey in January 1997..
 PX0416
 PX0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0416
 PX0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0416
 PX0416.The geoid height was determined by GEOID03.
 PX0416
 PX0416;                    North         East     Units Scale Factor Converg.
 PX0416;SPC WYWC     -   440,501.594   570,637.928   MT  0.99994810   -0 15 30.5
 PX0416;UTM  12      - 4,925,262.165   649,624.749   MT  0.99987532   +1 19 04.2
 PX0416
 PX0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0416!SPC WYWC     -   0.99972874  x   0.99994810  =   0.99967686
 PX0416!UTM  12      -   0.99972874  x   0.99987532  =   0.99960410
 PX0416
 PX0416:                Primary Azimuth Mark                     Grid Az
 PX0416:SPC WYWC     -  CAVERN                                   293 21 37.1
 PX0416:UTM  12      -  CAVERN                                   291 47 02.4
 PX0416
 PX0416|---------------------------------------------------------------------|
 PX0416| PID    Reference Object                     Distance      Geod. Az  |
 PX0416|                                                           dddmmss.s |
 PX0416| PX0423 CAVERN                              APPROX. 4.5 KM 2930606.6 |
 PX0416|---------------------------------------------------------------------|
 PX0416
 PX0416                          SUPERSEDED SURVEY CONTROL
 PX0416
 PX0416  NAD 83(1986)-  44 27 54.63589(N)    109 07 08.39539(W) AD(       ) 3
 PX0416  NAD 27      -  44 27 54.78567(N)    109 07 05.86770(W) AD(       ) 3
 PX0416  NGVD 29 (07/19/86) 1740.5    (m)         5710.     (f) VERT ANG       
 PX0416
 PX0416.Superseded values are not recommended for survey control.
 PX0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0416.See file dsdata.txt to determine how the superseded data were derived.
 PX0416
 PX0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4962525262(NAD 83)
 PX0416_MARKER: DD = SURVEY DISK
 PX0416_SETTING: 0 = UNSPECIFIED SETTING
 PX0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0416
 PX0416  HISTORY     - Date     Condition        Report By
 PX0416  HISTORY     - 1947     MONUMENTED       USGS
 PX0416
 PX0416                          STATION DESCRIPTION
 PX0416
 PX0416'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0416'STATION IS LOCATED 5.5 MI. AIR SW. OF CODY, WYOMING, NEAR THE S. LINE
 PX0416'OF SEC. 21, T.52 N., R.102 W., ON A HIGH RIDGE SLOPING S. AND FORMING
 PX0416'A CLIFF TO THE N. AND ON THE HIGHEST POINT ALONG OUTCROP, BETWEEN
 PX0416'DIAMOND AND SULPHER CREEKS.
 PX0416'
 PX0416'TO REACH STATION FROM THE POST OFFICE IN CODY, WYOMING, FOLLOW THE S.
 PX0416'FORK HIGHWAY FOR ABOUT 0.5 MI. LEAVE RD. AND DRIVE ACROSS COUNTRY NE.
 PX0416'FOR ABOUT 0.4 MI. LEAVE TRUCK AND CLIMB TO TOP OF RIDGE AND STATION
 PX0416'LOCATION.
 PX0416'
 PX0416'STATION MARK - STANDARD STATION TABLET STAMPED ---SULPHER 1947--- AND
 PX0416'CEMENTED IN TILTED OUTCROP OF SANDSTONE.
 PX0416'
 PX0416'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET STAMPED ---NO.1--- AND
 PX0416'CEMENTED IN UPTURNED SANDSTONE OUTCROP 60.80 FT. FROM STATION,
 PX0416'S 84 DEG 31 MIN E.
 PX0416'
 PX0416'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---NO.2--- AND
 PX0416'CEMENTED IN A SANDSTONE REEF 96.11 FT. FROM STATION,
 PX0416'N 68 DEG 32 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1212 ***********************************************************************
 PY1212  DESIGNATION -  SULPHUR
 PY1212  PID         -  PY1212
 PY1212  STATE/COUNTY-  WY/PARK
 PY1212  USGS QUAD   -  CANYON VILLAGE (1986)
 PY1212
 PY1212                         *CURRENT SURVEY CONTROL
 PY1212  ___________________________________________________________________
 PY1212* NAD 83(1993)-  44 38 57.16699(N)    110 28 22.88351(W)     ADJUSTED  
 PY1212* NAVD 88     -      2420.54   (+/-2cm)    7941.4    (feet)  VERTCON   
 PY1212  ___________________________________________________________________
 PY1212  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 PY1212  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 PY1212
 PY1212  HORZ ORDER  -  THIRD
 PY1212  VERT ORDER  -  THIRD ? (See Below)
 PY1212
 PY1212.The horizontal coordinates were established by classical geodetic methods
 PY1212.and adjusted by the National Geodetic Survey in January 1997..
 PY1212
 PY1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1212.The vertical order pertains to the NGVD 29 superseded value.
 PY1212
 PY1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1212
 PY1212.The geoid height was determined by GEOID03.
 PY1212
 PY1212;                    North         East     Units Scale Factor Converg.
 PY1212;SPC WYWC     -   462,328.878   463,326.937   MT  1.00016713   -1 12 39.8
 PY1212;UTM  12      - 4,944,118.667   541,786.488   MT  0.99962147   +0 22 13.2
 PY1212
 PY1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1212!SPC WYWC     -   0.99962197  x   1.00016713  =   0.99978904
 PY1212!UTM  12      -   0.99962197  x   0.99962147  =   0.99924358
 PY1212
 PY1212:                Primary Azimuth Mark                     Grid Az
 PY1212:SPC WYWC     -  TROUT                                    215 40 09.0
 PY1212:UTM  12      -  TROUT                                    214 05 16.0
 PY1212
 PY1212|---------------------------------------------------------------------|
 PY1212| PID    Reference Object                     Distance      Geod. Az  |
 PY1212|                                                           dddmmss.s |
 PY1212| PY0904 TROUT                               APPROX. 4.5 KM 2142729.2 |
 PY1212|---------------------------------------------------------------------|
 PY1212
 PY1212                          SUPERSEDED SURVEY CONTROL
 PY1212
 PY1212  NAD 83(1993)-  44 38 57.16695(N)    110 28 22.88354(W) AD(       ) 3
 PY1212  NAD 83(1986)-  44 38 57.16372(N)    110 28 22.86000(W) AD(       ) 3
 PY1212  NAD 27      -  44 38 57.38932(N)    110 28 20.14299(W) AD(       ) 3
 PY1212  NGVD 29 (07/19/86) 2419.16   (m)         7936.9    (f) LEVELING    3  
 PY1212
 PY1212.Superseded values are not recommended for survey control.
 PY1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1212.See file dsdata.txt to determine how the superseded data were derived.
 PY1212
 PY1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4178644119(NAD 83)
 PY1212_MARKER: DD = SURVEY DISK
 PY1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1212_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PY1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1212+STABILITY: SURFACE MOTION
 PY1212
 PY1212  HISTORY     - Date     Condition        Report By
 PY1212  HISTORY     - 1955     MONUMENTED       USGS
 PY1212
 PY1212                          STATION DESCRIPTION
 PY1212
 PY1212'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1212'STATION IS LOCATED ON A BARE TOP, ABOUT 1/2 MI. S. OF SULPHUR MTN.
 PY1212'LOCATED ABOUT 5 MI. (AIRLINE) S. OF CANYON IN YELLOWSTONE PARK.
 PY1212'
 PY1212'TO REACH FROM CANYON JUNCTION, GO S. ON THE CANYON TO LAKE ROAD FOR
 PY1212'5.1 MI.  PACK 1/2 MI. W. TO THE HIGHEST TOP AND STATION SITE.
 PY1212'
 PY1212'STATION MARK--STANDARD TABLET, STAMPED ---SULPHUR 1955 7937---, SET
 PY1212'IN A 7 X 7 IN. CONCRETE POST PROJECTING 1 IN. ABOVE GROUND.
 PY1212'
 PY1212'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0336 ***********************************************************************
 PX0336  DESIGNATION -  SUM
 PX0336  PID         -  PX0336
 PX0336  STATE/COUNTY-  WY/BIG HORN
 PX0336  USGS QUAD   -  COWLEY (1978)
 PX0336
 PX0336                         *CURRENT SURVEY CONTROL
 PX0336  ___________________________________________________________________
 PX0336* NAD 83(1993)-  44 58 33.76719(N)    108 23 10.39863(W)     ADJUSTED  
 PX0336* NAVD 88     -      1396.9    (meters)    4583.     (feet)  VERTCON   
 PX0336  ___________________________________________________________________
 PX0336  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 PX0336  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 PX0336
 PX0336  HORZ ORDER  -  THIRD
 PX0336
 PX0336.The horizontal coordinates were established by classical geodetic methods
 PX0336.and adjusted by the National Geodetic Survey in January 1997..
 PX0336
 PX0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0336
 PX0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0336
 PX0336.The geoid height was determined by GEOID03.
 PX0336
 PX0336;                    North         East     Units Scale Factor Converg.
 PX0336;SPC WYEC     -   597,741.913   316,953.670   MT  1.00002227   -0 44 39.2
 PX0336;SPC MT       -    81,327.000   687,852.775   MT  1.00001446   +0 48 53.0
 PX0336;SPC MT       -   266,820.87  2,256,734.83   iFT  1.00001446   +0 48 53.0
 PX0336;UTM  12      - 4,983,613.243   706,091.675   MT  1.00012230   +1 50 53.1
 PX0336
 PX0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0336!SPC WYEC     -   0.99978296  x   1.00002227  =   0.99980523
 PX0336!SPC MT       -   0.99978296  x   1.00001446  =   0.99979742
 PX0336!UTM  12      -   0.99978296  x   1.00012230  =   0.99990523
 PX0336
 PX0336                          SUPERSEDED SURVEY CONTROL
 PX0336
 PX0336  NAD 83(1986)-  44 58 33.75883(N)    108 23 10.38267(W) AD(       ) 3
 PX0336  NAD 27      -  44 58 33.92400(N)    108 23 07.95700(W) AD(       ) 3
 PX0336  NGVD 29 (07/19/86) 1396.0    (m)         4580.     (f) VERT ANG       
 PX0336
 PX0336.Superseded values are not recommended for survey control.
 PX0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0336.See file dsdata.txt to determine how the superseded data were derived.
 PX0336
 PX0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0609283613(NAD 83)
 PX0336_MARKER: P = PIPE CAP
 PX0336_SETTING: 0 = UNSPECIFIED SETTING
 PX0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0336
 PX0336  HISTORY     - Date     Condition        Report By
 PX0336  HISTORY     - 1957     MONUMENTED       USFS
 PX0336
 PX0336                          STATION DESCRIPTION
 PX0336
 PX0336'DESCRIBED BY US FOREST SERVICE 1957 (OSR)
 PX0336'THE STATION SITE WAS NOT VISITED BY MEMBERS OF THIS PARTY.
 PX0336'OBSERVATIONS WERE MADE ON A TARGET ERECTED BY AND AT THE
 PX0336'REQUEST OF THE U.S. FOREST SERVICE.  THE FOLLOWING IS A COPY
 PX0336'OF THE DESCRIPTION AS WRITTEN BY THE FOREST SERVICE--
 PX0336'
 PX0336'ABOUT 7 MILES NORTH AND 3-1/2 MILES EAST OF COWLEY, WYOMING.
 PX0336'ABOUT 1-1/2 MILES SOUTH OF WYOMING-MONTANA STATE LINE.
 PX0336'
 PX0336'TO REACH FROM POST OFFICE IN COWLEY, WYOMING, GO WEST ON
 PX0336'U.S. HIGHWAY 310 FOR ABOUT 1/2 BLOCK TO INTERSECTION AT
 PX0336'SIGN LOVELL-COWLEY AIRPORT.  TURN RIGHT AND FOLLOW GRAVEL
 PX0336'ROAD NORTH 1.65 MILE, KEEP RIGHT FORK AND FOLLOW DIRT ROAD
 PX0336'NORTHEAST AND NORTH FOR 6.6 MILES TO A GRADED T-ROAD AT
 PX0336'SIGN LISBON URANIUM CORPORATION.  KEEP RIGHT ON MAIN ROAD
 PX0336'WHICH SWINGS SOUTHEASTERLY 3.7 MILES, TURN RIGHT (WESTERLY)
 PX0336'AND GO TO TOP OF SADDLE 0.6 MILE, TURN RIGHT AND FOLLOW
 PX0336'RIDGETOP TO STATION 1 MILE.
 PX0336'
 PX0336'STATION MARK IS IRON PIPE WITH BRASS CAP STAMPED SUM USFS. 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0506 ***********************************************************************
 MQ0506  DESIGNATION -  SUMMERS ET
 MQ0506  PID         -  MQ0506
 MQ0506  STATE/COUNTY-  WY/SWEETWATER
 MQ0506  USGS QUAD   -  ANTELOPE KNOLL (1964)
 MQ0506
 MQ0506                         *CURRENT SURVEY CONTROL
 MQ0506  ___________________________________________________________________
 MQ0506* NAD 83(1993)-  41 22 30.49359(N)    109 57 25.75276(W)     ADJUSTED  
 MQ0506* NAVD 88     -      2158.4    (meters)    7081.     (feet)  VERTCON   
 MQ0506  ___________________________________________________________________
 MQ0506  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 MQ0506  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 MQ0506
 MQ0506  HORZ ORDER  -  THIRD
 MQ0506
 MQ0506.The horizontal coordinates were established by classical geodetic methods
 MQ0506.and adjusted by the National Geodetic Survey in January 1997..
 MQ0506
 MQ0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0506
 MQ0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0506
 MQ0506.The geoid height was determined by GEOID03.
 MQ0506
 MQ0506;                    North         East     Units Scale Factor Converg.
 MQ0506;SPC WYWC     -    97,883.463   499,019.296   MT  1.00006295   -0 47 52.7
 MQ0506;UTM  12      - 4,580,926.807   587,206.447   MT  0.99969359   +0 41 21.7
 MQ0506
 MQ0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0506!SPC WYWC     -   0.99966388  x   1.00006295  =   0.99972681
 MQ0506!UTM  12      -   0.99966388  x   0.99969359  =   0.99935758
 MQ0506
 MQ0506:                Primary Azimuth Mark                     Grid Az
 MQ0506:SPC WYWC     -  JAGGED                                   330 47 56.4
 MQ0506:UTM  12      -  JAGGED                                   329 18 42.0
 MQ0506
 MQ0506|---------------------------------------------------------------------|
 MQ0506| PID    Reference Object                     Distance      Geod. Az  |
 MQ0506|                                                           dddmmss.s |
 MQ0506| MR0771 JAGGED                              APPROX.12.1 KM 3300003.7 |
 MQ0506|---------------------------------------------------------------------|
 MQ0506
 MQ0506                          SUPERSEDED SURVEY CONTROL
 MQ0506
 MQ0506  NAD 83(1986)-  41 22 30.48304(N)    109 57 25.74262(W) AD(       ) 3
 MQ0506  NAD 27      -  41 22 30.65251(N)    109 57 23.20475(W) AD(       ) 3
 MQ0506  NGVD 29 (07/19/86) 2157.1    (m)         7077.     (f) VERT ANG       
 MQ0506
 MQ0506.Superseded values are not recommended for survey control.
 MQ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0506.See file dsdata.txt to determine how the superseded data were derived.
 MQ0506
 MQ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL8720680927(NAD 83)
 MQ0506_MARKER: DD = SURVEY DISK
 MQ0506_SETTING: 0 = UNSPECIFIED SETTING
 MQ0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0506
 MQ0506  HISTORY     - Date     Condition        Report By
 MQ0506  HISTORY     - 1964     MONUMENTED       USGS
 MQ0506
 MQ0506                          STATION DESCRIPTION
 MQ0506
 MQ0506'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MQ0506'LOCATED ABOUT 27.6 MI. (AIRLINE) SW. OF GREEN RIVER, WYOMING, AND
 MQ0506'12.1 MI. SSW. OF LITTLE AMERICA, WYOMING, ON THE HIGH POINT OF A
 MQ0506'BARE TOP WHICH IS THE HIGHEST POINT IN THE VICINITY.
 MQ0506'
 MQ0506'TO REACH FROM THE POST OFFICE IN LYMAN, WYOMING, GO E. ON U.S.
 MQ0506'HIGHWAY 30S 12.2 MI. TO CHURCH BUTTE ROAD, GO S. ON GRAVEL RD. 2.2 MI.
 MQ0506'TO RD. FORK, TAKE RIGHT FORK 3.7 MI. TO RD. FORK, TAKE LEFT FORK ENE.
 MQ0506'0.5 MI. TO POWERLINE, CONTINUE STRAIGHT AHEAD 1.0 MI. TO CURVE AT
 MQ0506'TOP OF RIDGE, TAKE TRACK RD. RIGHT (E.) 1.5 MI. ALONG TOP OF RIM TO
 MQ0506'FORK, TAKE LEFT FORK E. 1.2 MI. TO FORK, TAKE RIGHT FORK E. 0.9 MI.
 MQ0506'TO FORK, TAKE RIGHT FORK E. 1.9 MI. TO BASE OF HILL AND END OF TRUCK
 MQ0506'TRAVEL, PACK N. FOR 0.1 MI. TO TOP AND STATION.
 MQ0506'
 MQ0506'STATION MARK--STANDARD TABLET, IN CONCRETE POST PROJECTING 0.5 FT.,
 MQ0506'STAMPED ---SUMMERS ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0500 ***********************************************************************
 PX0500  DESIGNATION -  SUMMIT
 PX0500  PID         -  PX0500
 PX0500  STATE/COUNTY-  WY/PARK
 PX0500  USGS QUAD   -  DEEP LAKE (1991)
 PX0500
 PX0500                         *CURRENT SURVEY CONTROL
 PX0500  ___________________________________________________________________
 PX0500* NAD 83(1993)-  44 58 23.87712(N)    109 25 57.37406(W)     ADJUSTED  
 PX0500* NAVD 88     -      3334.66   (+/-2cm)   10940.5    (feet)  VERTCON   
 PX0500  ___________________________________________________________________
 PX0500  LAPLACE CORR-         -19.43  (seconds)                    DEFLEC99
 PX0500  GEOID HEIGHT-          -8.92  (meters)                     GEOID03
 PX0500
 PX0500  HORZ ORDER  -  THIRD
 PX0500  VERT ORDER  -  THIRD ? (See Below)
 PX0500
 PX0500.The horizontal coordinates were established by classical geodetic methods
 PX0500.and adjusted by the National Geodetic Survey in January 1997..
 PX0500
 PX0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0500.The vertical order pertains to the NGVD 29 superseded value.
 PX0500
 PX0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0500
 PX0500.The geoid height was determined by GEOID03.
 PX0500
 PX0500;                    North         East     Units Scale Factor Converg.
 PX0500;SPC WYWC     -   497,123.960   546,157.213   MT  0.99997313   -0 28 56.9
 PX0500;SPC MT       -    80,399.344   605,316.521   MT  1.00001613   +0 02 57.5
 PX0500;SPC MT       -   263,777.38  1,985,946.59   iFT  1.00001613   +0 02 57.5
 PX0500;UTM  12      - 4,981,179.249   623,592.189   MT  0.99978783   +1 06 28.6
 PX0500
 PX0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0500!SPC WYWC     -   0.99947884  x   0.99997313  =   0.99945198
 PX0500!SPC MT       -   0.99947884  x   1.00001613  =   0.99949496
 PX0500!UTM  12      -   0.99947884  x   0.99978783  =   0.99926678
 PX0500
 PX0500:                Primary Azimuth Mark                     Grid Az
 PX0500:SPC WYWC     -  STOCKAID                                 257 47 06.0
 PX0500:SPC MT       -  STOCKAID                                 257 15 11.6
 PX0500:UTM  12      -  STOCKAID                                 256 11 40.5
 PX0500
 PX0500|---------------------------------------------------------------------|
 PX0500| PID    Reference Object                     Distance      Geod. Az  |
 PX0500|                                                           dddmmss.s |
 PX0500| PX0413 STOCKAID                            APPROX. 2.6 KM 2571809.1 |
 PX0500|---------------------------------------------------------------------|
 PX0500
 PX0500                          SUPERSEDED SURVEY CONTROL
 PX0500
 PX0500  NAD 83(1993)-  44 58 23.87237(N)    109 25 57.35266(W) AD(       ) 3
 PX0500  NAD 83(1986)-  44 58 23.86750(N)    109 25 57.34418(W) AD(       ) 3
 PX0500  NGVD 29 (09/11/89) 3333.21   (m)        10935.7    (f) LEVELING    3  
 PX0500
 PX0500.Superseded values are not recommended for survey control.
 PX0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0500.See file dsdata.txt to determine how the superseded data were derived.
 PX0500
 PX0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2359281179(NAD 83)
 PX0500_MARKER: DS = TRIANGULATION STATION DISK
 PX0500_SETTING: 0 = UNSPECIFIED SETTING
 PX0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0500
 PX0500  HISTORY     - Date     Condition        Report By
 PX0500  HISTORY     - 1947     MONUMENTED       USGS
 PX0500
 PX0500                          STATION DESCRIPTION
 PX0500
 PX0500'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0500'LOCATED NEAR THE SE. COR. OF SEC. 28, T.58 N., R.104 W., ABOUT 0.4 MI.
 PX0500'N. OF CHRISTMAS LAKE ABOUT 540 FT. E. OF THE COOKE CITY HIGHWAY,
 PX0500'WHERE THE HIGHWAY CROSSES OVER A DIVIDE AND ON A SMALL ROCKY KNOB.
 PX0500'THIS STATION IS ABOUT 250 FT. S. OF THE HIGHEST POINT AND ABOUT 45 FT.
 PX0500'LOWER.
 PX0500'
 PX0500'TO REACH STATION FROM RED LODGE, MONTANA FOLLOW THE COOKE CITY HIGHWAY
 PX0500'TOWARD COOKE CITY FOR ABOUT 29 MI. TO TOP OF A DIVIDE.  LEAVE TRUCK IN
 PX0500'SADDLE AND CLIMB SE. TO SMALL ROCKY SPUR KNOB AND STATION SITE.
 PX0500'
 PX0500'STATION MARK - STANDARD STATION TABLET STAMPED---SUMMIT 1947 BM
 PX0500'10936--- CEMENTED IN EMBEDDED GRANITE ROCK.
 PX0500'
 PX0500'REFERENCE MARK NO.1 - CHISELED SQUARE WITH CROSS IN CENTER AND THE
 PX0500'FIGURE 1 CHISELED ON ROCK 20.09 FT. FROM STATION N 10 DEGREES
 PX0500'58 MINUTES NW.
 PX0500'
 PX0500'REFERENCE MARK NO.2 - CHISELED SQUARE WITH CROSS IN CENTER AND THE
 PX0500'FIGURE 2 CHISELED ON ROCK 11.22 FT. FROM STATION IN TRUE AZIMUTH,
 PX0500'255 DEGREES 28 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2135 ***********************************************************************
 AA2135  CBN         -  This is a Cooperative Base Network Control Station.
 AA2135  DESIGNATION -  SUMPTER
 AA2135  PID         -  AA2135
 AA2135  STATE/COUNTY-  WY/CARBON
 AA2135  USGS QUAD   -  BLACKHALL MOUNTAIN (1983)
 AA2135
 AA2135                         *CURRENT SURVEY CONTROL
 AA2135  ___________________________________________________________________
 AA2135* NAD 83(1993)-  41 01 57.68784(N)    106 41 04.25367(W)     ADJUSTED  
 AA2135* NAVD 88     -      3343.6    (meters)   10970.     (feet)  GPS OBS   
 AA2135  ___________________________________________________________________
 AA2135  X           -  -1,384,037.336 (meters)                     COMP
 AA2135  Y           -  -4,617,770.638 (meters)                     COMP
 AA2135  Z           -   4,167,350.415 (meters)                     COMP
 AA2135  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AA2135  ELLIP HEIGHT-        3332.78  (meters)          (09/07/01) GPS OBS
 AA2135  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 AA2135
 AA2135  HORZ ORDER  -  B
 AA2135  ELLP ORDER  -  FOURTH    CLASS I
 AA2135
 AA2135.The horizontal coordinates were established by GPS observations
 AA2135.and adjusted by the National Geodetic Survey in October 1994..
 AA2135
 AA2135.The orthometric height was determined by GPS observations and a
 AA2135.high-resolution geoid model.
 AA2135
 AA2135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2135
 AA2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2135
 AA2135.The ellipsoidal height was determined by GPS observations
 AA2135.and is referenced to NAD 83.
 AA2135
 AA2135.The geoid height was determined by GEOID03.
 AA2135
 AA2135;                    North         East     Units Scale Factor Converg.
 AA2135;SPC WYEC     -   159,354.124   454,558.231   MT  0.99997412   +0 25 33.4
 AA2135;UTM  13      - 4,543,752.844   358,396.880   MT  0.99984679   -1 06 21.8
 AA2135
 AA2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2135!SPC WYEC     -   0.99947750  x   0.99997412  =   0.99945163
 AA2135!UTM  13      -   0.99947750  x   0.99984679  =   0.99932437
 AA2135
 AA2135                          SUPERSEDED SURVEY CONTROL
 AA2135
 AA2135  ELLIP H (10/19/94) 3332.80   (m)                       GP(       ) 4 1
 AA2135
 AA2135.Superseded values are not recommended for survey control.
 AA2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2135.See file dsdata.txt to determine how the superseded data were derived.
 AA2135
 AA2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5839743753(NAD 83)
 AA2135_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2135_SETTING: 80 = SET IN A BOULDER
 AA2135_STAMPING: SUMPTER 1993
 AA2135_MARK LOGO: NGS   
 AA2135_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2135+STABILITY: SURFACE MOTION
 AA2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2135+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2135
 AA2135  HISTORY     - Date     Condition        Report By
 AA2135  HISTORY     - 1993     MONUMENTED       USFS
 AA2135
 AA2135                          STATION DESCRIPTION
 AA2135
 AA2135'DESCRIBED BY US FOREST SERVICE 1993 (GWA)
 AA2135'NOTE - A FOUR WHEEL DRIVE VEHICLE IS REQUIRED FOR THE LAST 0.3 KM
 AA2135'(0.20 MI) OF THE ROAD TO THE STATION IN GOOD CONDITIONS, IN BAD
 AA2135'CONDITIONS, A FOUR WHEEL DRIVE VEHICLE IS A MUST AND STILL MIGHT NOT
 AA2135'GET YOU THERE.  THE 31.6 KM (19.65 MI) DISTANCE OF THE TO REACH TAKES
 AA2135'ABOUT 1 HOUR TO COVER. STATION IS LOCATED ABOUT 41 KM (25.45 MI) WEST
 AA2135'OF MOUNTAIN HOME, 22 KM (13.65 MI) SOUTHEAST OF ENCAMPMENT, 3.75 KM
 AA2135'(2.35 MI) NORTH OF THE WYOMING-COLORADO STATE LINE, ON BLACKHALL
 AA2135'MOUNTAIN, IN THE MEDICINE BOW NATIONAL FOREST. OWNERSHIP--U.S. FOREST
 AA2135'SERVICE. TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 230 (ON
 AA2135'THE NORTH SIDE OF ENCAMPMENT), GO EAST ON HIGHWAY 230 FOR 1.45 KM
 AA2135'(0.90 MI) TO A SIDE DIRT ROAD RIGHT.  TURN RIGHT, SOUTH, ON BLACKHALL
 AA2135'MOUNTAIN ROAD (COUNTY ROAD 211) FOR 4.3 KM (2.65 MI) TO A CATTLEGUARD.
 AA2135'CONTINUE AHEAD, SOUTHERLY, FOR 6.1 KM (3.80 MI) TO A CATTLEGUARD AT
 AA2135'THE ENTRANCE TO THE MEDICINE BOW NATIONAL FOREST (END OF COUNTY ROAD
 AA2135'211 AND BEGINNING OF FOREST DEVELOPMENT ROAD 409). CONTINUE AHEAD ON
 AA2135'FOREST ROAD 409 FOR 1.65 KM (1.00 MI) TO ROAD 409-3A ON THE LEFT.
 AA2135'CONTINUE AHEAD FOR 3.85 KM (2.40 MI) TO ROAD 409-1A ON THE LEFT.
 AA2135'CONTINUE AHEAD FOR 3.7 KM (2.30 MI) TO ROAD 409-2B ON THE RIGHT.
 AA2135'CONTINUE AHEAD FOR 0.05 KM (0.05 MI) TO ROAD 496 ON THE RIGHT.
 AA2135'CONTINUE AHEAD FOR 2.6 KM (1.60 MI) TO A FORK (ROAD 404 TO THE LEFT
 AA2135'AND 409 TO THE RIGHT). BEAR RIGHT, WESTERLY, ON ROAD 409 FOR 2.75 KM
 AA2135'(1.70 MI) TO A FOURWAY INTERSECTION.  TURN LEFT AND THEN BEAR RIGHT ON
 AA2135'409 AND GO SOUTHERLY FOR 5.15 KM (3.20 MI) TO THE END OF TRUCK TRAVEL
 AA2135'NEAR THE BLACKHALL MTN LOOKOUT TOWER.  CLIMB UP ABOUT 25 M (82.0 FT)
 AA2135'TO THE STATION NEAR THE SOUTHWEST END OF A ROCKY SPINE. STATION MARK
 AA2135'IS A NGS STANDARD HORIZONTAL CONTROL DISK SET IN A DRILL HOLE IN TOP
 AA2135'OF A 2 M (6.6 FT) BY 3 M (9.8 FT) EXPOSURE OF A BOULDER. IT IS 42.8 M
 AA2135'(140.4 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF BLACKHALL MOUNTAIN
 AA2135'LOOKOUT TOWER, AND 2.2 M (7.2 FT) NORTH-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1152 ***********************************************************************
 MO1152  DESIGNATION -  SUN
 MO1152  PID         -  MO1152
 MO1152  STATE/COUNTY-  WY/LARAMIE
 MO1152  USGS QUAD   -  INDIAN HILL (1990)
 MO1152
 MO1152                         *CURRENT SURVEY CONTROL
 MO1152  ___________________________________________________________________
 MO1152* NAD 83(1993)-  41 32 10.40791(N)    104 38 29.78921(W)     ADJUSTED  
 MO1152* NAVD 88     -      1758.     (meters)    5768.     (feet)  SCALED    
 MO1152  ___________________________________________________________________
 MO1152  LAPLACE CORR-          -8.61  (seconds)                    DEFLEC99
 MO1152  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 MO1152
 MO1152  HORZ ORDER  -  SECOND
 MO1152
 MO1152.The horizontal coordinates were established by classical geodetic methods
 MO1152.and adjusted by the National Geodetic Survey in January 1997..
 MO1152
 MO1152.The orthometric height was scaled from a topographic map.
 MO1152
 MO1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1152
 MO1152.The geoid height was determined by GEOID03.
 MO1152
 MO1152;                    North         East     Units Scale Factor Converg.
 MO1152;SPC WY E     -   115,203.066   243,813.275   MT  0.99996111   +0 20 53.4
 MO1152;UTM  13      - 4,598,347.840   529,895.729   MT  0.99961100   +0 14 15.5
 MO1152
 MO1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1152!SPC WY E     -   0.99972689  x   0.99996111  =   0.99968801
 MO1152!UTM  13      -   0.99972689  x   0.99961100  =   0.99933800
 MO1152
 MO1152|---------------------------------------------------------------------|
 MO1152| PID    Reference Object                     Distance      Geod. Az  |
 MO1152|                                                           dddmmss.s |
 MO1152| CQ4162 SUN RM 1                             15.215 METERS 11214     |
 MO1152| CQ4163 SUN RM 2                             12.092 METERS 33007     |
 MO1152| CQ4161 SUN AZ MK                                          3361015.1 |
 MO1152|---------------------------------------------------------------------|
 MO1152
 MO1152                          SUPERSEDED SURVEY CONTROL
 MO1152
 MO1152  NAD 83(1986)-  41 32 10.39254(N)    104 38 29.78833(W) AD(       ) 2
 MO1152  NAD 27      -  41 32 10.47610(N)    104 38 27.91540(W) AD(       ) 2
 MO1152
 MO1152.Superseded values are not recommended for survey control.
 MO1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1152.See file dsdata.txt to determine how the superseded data were derived.
 MO1152
 MO1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2989698348(NAD 83)
 MO1152_MARKER: DS = TRIANGULATION STATION DISK
 MO1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1152
 MO1152  HISTORY     - Date     Condition        Report By
 MO1152  HISTORY     - 1963     MONUMENTED       CGS
 MO1152
 MO1152                          STATION DESCRIPTION
 MO1152
 MO1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1152'THE STATION IS 17-3/4 MILES SOUTHEAST OF CHUGWATER, 13 MILES EAST
 MO1152'OF U.S. HIGHWAY 87, 13 MILES NORTH OF U.S. HIGHWAY 85, IN THE
 MO1152'SOUTHEAST QUARTER OF SECTION 10, T 18 N, R 65 W, ABOUT 1/2
 MO1152'MILE EAST OF THE WEST END OF A HIGH RIDGE, AND ON PROPERTY OWNED
 MO1152'BY D.A. PETERSON.
 MO1152'
 MO1152'TO REACH THE STATION FROM THE CROSS-STREET AT THE NORTHEAST CORNER
 MO1152'OF THE CAPITAL BUILDING IN CHEYENNE, GO NORTH ON HIGHWAYS 85 AND
 MO1152'87 FOR 6.5 MILES TO WHERE THE HIGHWAYS SEPARATE.  CONTINUE NORTH
 MO1152'ON HIGHWAY 87 FOR 17.5 MILES TO THE BRIDGE OVER LITTLE BEAR CREEK.
 MO1152'CONTINUE NORTH ON HIGHWAY 87 FOR 6.3 MILES TO A SIDE ROAD ON
 MO1152'THE RIGHT, APPROXIMATELY 0.15 MILE NORTH OF A CONCOCO SERVICE
 MO1152'STATION ON THE LEFT.  TURN RIGHT, CROSS A CATTLE GUARD, AND GO
 MO1152'EAST ON A BLACKTOP ROAD FOR 0.8 MILE TO A SIDE ROAD ON THE
 MO1152'RIGHT AND A SIGN IDA P TROTTER.  TURN RIGHT AND GO
 MO1152'SOUTHEASTERLY ON A GRAVEL ROAD FOR 5.15 MILES TO A CATTLE
 MO1152'GUARD AND WIRE GATE.  CROSS THE CATTLE GUARD AND CONTINUE
 MO1152'SOUTHEASTERLY ON THE GRAVEL ROAD FOR 4.5 MILES TO A SIDE ROAD
 MO1152'ON THE RIGHT, WHERE THE POWER LINE CROSSES THE ROAD.  TURN
 MO1152'RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.5 MILE TO A CATTLE
 MO1152'GUARD ACROSS THE ROAD, AT THE NORTHEAST SIDE OF A SMALL GROUP
 MO1152'OF FARM BUILDINGS.  CROSS THE CATTLE GUARD, TURN LEFT, AND GO
 MO1152'EASTERLY ON A TRACK ROAD FOR 0.3 MILE TO A CATTLE GUARD AND
 MO1152'WIRE GATE IN AN EAST-WEST FENCE.  CROSS THE CATTLE GUARD
 MO1152'AND GO NORTHEASTERLY ON A FARM ROAD FOR 1.55 MILES TO THE
 MO1152'SOUTH SIDE OF A FARM HOUSE.  BEAR RIGHT AND GO SOUTHEAST, DOWN
 MO1152'HILL, ON A TRACK ROAD FOR 0.2 MILE TO A CATTLE GUARD.  CROSS THE
 MO1152'CATTLE GUARD AND GO EAST FOR 0.05 MILE AND THEN BEAR RIGHT AT
 MO1152'A FORK AND FOLLOW A TRACK ROAD EAST AND SOUTHERLY FOR 0.7
 MO1152'MILE TO A GATE AT THE NORTH SIDE OF A CORRAL.  PASS THROUGH THE
 MO1152'GATE, TURN LEFT, AND GO EAST FOR ABOUT 150 FEET TO ANOTHER GATE
 MO1152'AT THE NORTHEAST CORNER OF THE CORRAL, AND THE AZIMUTH MARK ON
 MO1152'THE RIGHT.  PASS THROUGH THE GATE AND GO SOUTHEASTERLY AND
 MO1152'SOUTHERLY ON A TRACK ROAD FOR 0.95 MILE TO A TRACK ROAD WHICH
 MO1152'RUNS EAST AND WEST ACROSS THE TOP OF A RIDGE.  TURN RIGHT AND
 MO1152'GO NORTHWEST ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION ON
 MO1152'THE LEFT, 56.5 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 MO1152'
 MO1152'STATION MARKS ARE STANDARD DISKS STAMPED SUN 1963.  THE SURFACE
 MO1152'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 MO1152'OF THE GROUND.  IT IS ABOUT 35 FEET NORTH OF THE SOUTH EDGE
 MO1152'OF THE RIDGE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MO1152'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 MO1152'
 MO1152'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SUN NO 1 1963,
 MO1152'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 MO1152'57.5 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, AND 45 FEET
 MO1152'NORTH OF THE SOUTH EDGE OF THE RIDGE.
 MO1152'
 MO1152'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SUN NO 2 1963,
 MO1152'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 MO1152'IS 39 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE, AND 30 FEET
 MO1152'SOUTH OF THE CENTER OF THE TRACK ROAD.
 MO1152'
 MO1152'AZIMUTH MARK, A STANDARD DISK STAMPED SUN 1963, IS SET IN A
 MO1152'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 3.5 FEET
 MO1152'SOUTH OF THE SOUTH GATE POST OF THE WIRE GATE, 2 FEET NORTH OF
 MO1152'A METAL WITNESS POST, AND 1 FOOT EAST OF THE FENCE.
 MO1152'
 MO1152'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0500 ***********************************************************************
 PV0500  DESIGNATION -  SUN
 PV0500  PID         -  PV0500
 PV0500  STATE/COUNTY-  WY/CROOK
 PV0500  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0500
 PV0500                         *CURRENT SURVEY CONTROL
 PV0500  ___________________________________________________________________
 PV0500* NAD 83(1993)-  44 23 18.47161(N)    104 22 34.66337(W)     ADJUSTED  
 PV0500* NAVD 88     -      1778.2    (meters)    5834.     (feet)  VERTCON   
 PV0500  ___________________________________________________________________
 PV0500  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 PV0500  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 PV0500
 PV0500  HORZ ORDER  -  THIRD
 PV0500
 PV0500.The horizontal coordinates were established by classical geodetic methods
 PV0500.and adjusted by the National Geodetic Survey in January 1998..
 PV0500
 PV0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0500
 PV0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0500
 PV0500.The geoid height was determined by GEOID03.
 PV0500
 PV0500;                    North         East     Units Scale Factor Converg.
 PV0500;SPC WY E     -   432,215.084   262,973.707   MT  0.99998625   +0 33 10.4
 PV0500;UTM  13      - 4,915,209.337   549,677.569   MT  0.99963035   +0 26 10.7
 PV0500
 PV0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0500!SPC WY E     -   0.99972338  x   0.99998625  =   0.99970964
 PV0500!UTM  13      -   0.99972338  x   0.99963035  =   0.99935383
 PV0500
 PV0500:                Primary Azimuth Mark                     Grid Az
 PV0500:SPC WY E     -  HEWES                                    237 14 00.8
 PV0500:UTM  13      -  HEWES                                    237 21 00.5
 PV0500
 PV0500|---------------------------------------------------------------------|
 PV0500| PID    Reference Object                     Distance      Geod. Az  |
 PV0500|                                                           dddmmss.s |
 PV0500| PV0495 HEWES                               APPROX. 7.3 KM 2374711.2 |
 PV0500|---------------------------------------------------------------------|
 PV0500
 PV0500                          SUPERSEDED SURVEY CONTROL
 PV0500
 PV0500  NAD 83(1993)-  44 23 18.47087(N)    104 22 34.66338(W) AD(       ) 3
 PV0500  NAD 83(1986)-  44 23 18.46450(N)    104 22 34.65161(W) AD(       ) 3
 PV0500  NAD 27      -  44 23 18.52758(N)    104 22 32.83189(W) AD(       ) 3
 PV0500  NGVD 29 (07/19/86) 1777.6    (m)         5832.     (f) VERT ANG       
 PV0500
 PV0500.Superseded values are not recommended for survey control.
 PV0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0500.See file dsdata.txt to determine how the superseded data were derived.
 PV0500
 PV0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK4967815209(NAD 83)
 PV0500_MARKER: DD = SURVEY DISK
 PV0500_SETTING: 0 = UNSPECIFIED SETTING
 PV0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0500
 PV0500  HISTORY     - Date     Condition        Report By
 PV0500  HISTORY     - 1957     MONUMENTED       USGS
 PV0500
 PV0500                          STATION DESCRIPTION
 PV0500
 PV0500'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0500'STATION IS LOCATED ON THE HIGHEST POINT OF SUNDANCE MOUNTAIN, 1.6 MI.
 PV0500'S. OF SUNDANCE, WYOMING, CROOK COUNTY.
 PV0500'
 PV0500'TO REACH FROM THE CROOK COUNTY COURT HOUSE IN SUNDANCE, PROCEED W.
 PV0500'ALONG U.S. HIGHWAY 14 FOR 1.3 MI. TO WYOMING STATE HIGHWAY 116.  TURN
 PV0500'LEFT AND GO S. ALONG STATE HIGHWAY 116 FOR 0.8 MI. TO A GATE ON LEFT
 PV0500'AND SHEEP SHEDS.  TURN LEFT AND GO THROUGH THE GATE AND CONTINUE ON
 PV0500'THE MAIN TRACK RD. FOR 2.0 MI. TO THE TOP OF THE MOUNTAIN AND STATION
 PV0500'SITE.
 PV0500'
 PV0500'STATION MARK--A STANDARD USGS TABLET SET IN THE TOP OF A CONCRETE
 PV0500'POST, PROJECTING 0.7 FT. ABOVE THE GROUND, STAMPED ---SUN 1957---.
 PV0500'
 PV0500'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0498 ***********************************************************************
 PV0498  DESIGNATION -  SUNDANCE
 PV0498  PID         -  PV0498
 PV0498  STATE/COUNTY-  WY/CROOK
 PV0498  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0498
 PV0498                         *CURRENT SURVEY CONTROL
 PV0498  ___________________________________________________________________
 PV0498* NAD 83(1993)-  44 28 44.15461(N)    104 27 04.94992(W)     ADJUSTED  
 PV0498* NAVD 88     -      2029.6    (meters)    6659.     (feet)  VERTCON   
 PV0498  ___________________________________________________________________
 PV0498  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 PV0498  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 PV0498
 PV0498  HORZ ORDER  -  FIRST
 PV0498
 PV0498.The horizontal coordinates were established by classical geodetic methods
 PV0498.and adjusted by the National Geodetic Survey in January 1998..
 PV0498
 PV0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0498
 PV0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0498
 PV0498.The geoid height was determined by GEOID03.
 PV0498
 PV0498;                    North         East     Units Scale Factor Converg.
 PV0498;SPC WY E     -   442,212.299   256,903.789   MT  0.99997731   +0 30 04.2
 PV0498;UTM  13      - 4,925,215.341   543,630.171   MT  0.99962341   +0 23 03.8
 PV0498
 PV0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0498!SPC WY E     -   0.99968398  x   0.99997731  =   0.99966130
 PV0498!UTM  13      -   0.99968398  x   0.99962341  =   0.99930751
 PV0498
 PV0498:                Primary Azimuth Mark                     Grid Az
 PV0498:SPC WY E     -  BEAR LODGE MTN HIGHEST PEAK              117 46 03.7
 PV0498:UTM  13      -  BEAR LODGE MTN HIGHEST PEAK              117 53 04.1
 PV0498
 PV0498|---------------------------------------------------------------------|
 PV0498| PID    Reference Object                     Distance      Geod. Az  |
 PV0498|                                                           dddmmss.s |
 PV0498| PV0499 BEAR LODGE MTN HIGHEST PEAK         APPROX. 0.7 KM 1181607.9 |
 PV0498| CQ4165 SUNDANCE RM                          23.010 METERS 32938     |
 PV0498|---------------------------------------------------------------------|
 PV0498
 PV0498                          SUPERSEDED SURVEY CONTROL
 PV0498
 PV0498  NAD 83(1993)-  44 28 44.15432(N)    104 27 04.95008(W) AD(       ) 1
 PV0498  NAD 83(1986)-  44 28 44.14550(N)    104 27 04.93758(W) AD(       ) 1
 PV0498  NAD 27      -  44 28 44.20200(N)    104 27 03.09900(W) AD(       ) 1
 PV0498  NGVD 29 (07/19/86) 2028.9    (m)         6656.     (f) VERT ANG       
 PV0498
 PV0498.Superseded values are not recommended for survey control.
 PV0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0498.See file dsdata.txt to determine how the superseded data were derived.
 PV0498
 PV0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK4363025215(NAD 83)
 PV0498_MARKER: DS = TRIANGULATION STATION DISK
 PV0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PV0498
 PV0498  HISTORY     - Date     Condition        Report By
 PV0498  HISTORY     - 1912     MONUMENTED       CGS
 PV0498  HISTORY     - 1928     GOOD             CGS
 PV0498  HISTORY     - 1949     GOOD             CGS
 PV0498  HISTORY     - 1957     MARK NOT FOUND   USGS
 PV0498  HISTORY     - 1962     SEE DESCRIPTION  USE
 PV0498
 PV0498                          STATION DESCRIPTION
 PV0498
 PV0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 PV0498'ABOUT 6 MILES NW OF TOWN OF SUNDANCE ON MOST WESTERLY OF
 PV0498'WARREN PEAKS, THE HIGHEST PEAKS OF BEAR LODGE MOUNTAINS.
 PV0498'PEAK IS SHARP, AND STATION IS ABOUT 3 METERS (10 FT.) FROM
 PV0498'HIGHEST POINT, ON WHICH THERE IS A CAIRN 8 FEET HIGH.  SURFACE
 PV0498'MARK IS A STANDARD STATION DISK IN CONCRETE-FILLED,
 PV0498'GALVANIZED-IRON CYLINDER PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 PV0498'UNDERGROUND MARK IS BRASS BOLT IN CONCRETE BLOCK.
 PV0498'
 PV0498'TO REACH FROM TOWN OF SUNDANCE TAKE ROAD LEADING N UP STEEP
 PV0498'CANYON TO SADDLE BETWEEN TWO HIGHEST WARREN PEAKS.  ROAD IS
 PV0498'BADLY WASHED IN PLACES, BUT TRUCK CAN BE DRIVEN TO WITHIN
 PV0498'ABOUT 110 YARDS OF STATION SITE.
 PV0498'
 PV0498'REFERENCE MARK IS A STANDARD REFERENCE DISK IN SOLID ROCK,
 PV0498'ON NORTH SLOPE OF HILL ABOUT 11 FEET BELOW STATION AND 23.01
 PV0498'METERS (75.5 FEET) (SLOPE) FROM STATION N 30 DEG 22 MIN W.
 PV0498'CAIRN ON PEAK IS 3 METERS (10 FEET) FROM STATION N 61 DEG W.
 PV0498
 PV0498                          STATION RECOVERY (1949)
 PV0498
 PV0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0498'STATION WAS RECOVERED AS DESCRIBED.  A COMPLETE DESCRIPTION FOLLOWS--
 PV0498'
 PV0498'IT IS LOCATED ON LAND OWNED BY THE GOVERNMENT, ABOUT 6 MILES
 PV0498'NORTHWEST OF SUNDANCE, WYOMING, ON THE HIGHEST PEAK OF WARREN
 PV0498'PEAKS IN THE BEAR LODGE MOUNTAINS, AND 3 FEET SOUTH OF THE
 PV0498'SOUTHEAST CORNER OF THE LOOKOUT STATION.
 PV0498'
 PV0498'TO REACH FROM THE SUNDANCE POST OFFICE, GO WEST FOR 1 BLOCK.
 PV0498'TURN RIGHT AND FOLLOW MAIN GRAVELED ROAD FOR 7.1 MILES TO A
 PV0498'FORK.  BEAR LEFT AND GO 0.4 MILE TO A FORK.  BEAR LEFT AND GO
 PV0498'0.4 MILE TO STATION.
 PV0498'
 PV0498'THE SURFACE MARK WAS DUG UP BY THE RECONNAISSANCE PARTY,
 PV0498'AND THE SUB-SURFACE MARK WAS FOUND IN GOOD CONDITION.  THE SURFACE
 PV0498'MARK WAS RESET IN AN 8-INCH, CONCRETE-FILLED, GALVANIZED
 PV0498'IRON CYLINDER BY THE SAME PARTY.  THE MARK IS FLUSH WITH THE
 PV0498'GROUND, AND THE DISK IS STAMPED SUNDANCE 1912.  THE DISK WAS
 PV0498'STAMPED BY THIS PARTY.
 PV0498'
 PV0498'REFERENCE MARKS NOS. 2 AND 3 WERE ESTABLISHED BY THIS PARTY.
 PV0498'REFERENCE MARK NO. 2 WAS OCCUPIED, SINCE THE LOOKOUT HOUSE WAS
 PV0498'BUILT TOO CLOSE TO THE STATION MARK FOR A STAND TO BE BUILT
 PV0498'OVER IT.
 PV0498'
 PV0498'A TRAVERSE CONNECTION WAS MADE FROM SUNDANCE 1912 TO SUNDANCE,
 PV0498'R.M. NO. 2, AND THE DISTANCE WAS FOUND TO BE 50.80 FEET AND 15.483
 PV0498'METERS.  THE HORIZONTAL DISTANCE FROM SUNDANCE 1912 TO REFERENCE
 PV0498'MARK NO. 3 IS 23.00 FEET AND 7.010 METERS.
 PV0498
 PV0498                          STATION RECOVERY (1957)
 PV0498
 PV0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 PV0498'STATION COULD NOT BE FOUND.
 PV0498
 PV0498                          STATION RECOVERY (1962)
 PV0498
 PV0498'RECOVERY NOTE BY US ENGINEERS 1962
 PV0498'ASTRONOMIC SURVEY TEAM SURVEYED SITE TO FIND THAT CONTRACTORS
 PV0498'HAD REMOVED THE POSITION TO CONSTRUCT A RESEARCH AND DEVELOPMENT
 PV0498'STATION.  THE ELEVATION AT THE POINT WAS LOWERED BY THE CONTRACTOR
 PV0498'SOME 20.0 FEET DURING CONSTRUCTION OF THE R AND D STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0497 ***********************************************************************
 PV0497  DESIGNATION -  SUNDANCE RM 2
 PV0497  PID         -  PV0497
 PV0497  STATE/COUNTY-  WY/CROOK
 PV0497  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0497
 PV0497                         *CURRENT SURVEY CONTROL
 PV0497  ___________________________________________________________________
 PV0497* NAD 83(1993)-  44 28 44.16558(N)    104 27 05.65025(W)     ADJUSTED  
 PV0497* NAVD 88     -      2030.5    (meters)    6662.     (feet)  VERTCON   
 PV0497  ___________________________________________________________________
 PV0497  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 PV0497  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 PV0497
 PV0497  HORZ ORDER  -  FIRST
 PV0497
 PV0497.The horizontal coordinates were established by classical geodetic methods
 PV0497.and adjusted by the National Geodetic Survey in January 1998..
 PV0497
 PV0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0497
 PV0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0497
 PV0497.The geoid height was determined by GEOID03.
 PV0497
 PV0497;                    North         East     Units Scale Factor Converg.
 PV0497;SPC WY E     -   442,212.503   256,888.310   MT  0.99997728   +0 30 03.8
 PV0497;UTM  13      - 4,925,215.576   543,614.698   MT  0.99962339   +0 23 03.3
 PV0497
 PV0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0497!SPC WY E     -   0.99968384  x   0.99997728  =   0.99966113
 PV0497!UTM  13      -   0.99968384  x   0.99962339  =   0.99930735
 PV0497
 PV0497|---------------------------------------------------------------------|
 PV0497| PID    Reference Object                     Distance      Geod. Az  |
 PV0497|                                                           dddmmss.s |
 PV0497| CQ4165 SUNDANCE RM                          19.610 METERS 01151     |
 PV0497| PV0498 SUNDANCE                             15.481 METERS 09115     |
 PV0497| CQ4166 SUNDANCE RM 3                        18.120 METERS 11341     |
 PV0497| CQ4164 SUNDANCE AZ MK                                     1180545.9 |
 PV0497|---------------------------------------------------------------------|
 PV0497
 PV0497                          SUPERSEDED SURVEY CONTROL
 PV0497
 PV0497  NAD 83(1993)-  44 28 44.16528(N)    104 27 05.65045(W) AD(       ) 1
 PV0497  NAD 83(1986)-  44 28 44.15647(N)    104 27 05.63786(W) AD(       ) 1
 PV0497  NAD 27      -  44 28 44.21300(N)    104 27 03.79900(W) AD(       ) 1
 PV0497  NGVD 29 (07/19/86) 2029.8    (m)         6659.     (f) VERT ANG       
 PV0497
 PV0497.Superseded values are not recommended for survey control.
 PV0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0497.See file dsdata.txt to determine how the superseded data were derived.
 PV0497
 PV0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK4361525216(NAD 83)
 PV0497_MARKER: DR = REFERENCE MARK DISK
 PV0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0497
 PV0497  HISTORY     - Date     Condition        Report By
 PV0497  HISTORY     - 1949     MONUMENTED       CGS
 PV0497  HISTORY     - 1954     GOOD             USGS
 PV0497
 PV0497                          STATION DESCRIPTION
 PV0497
 PV0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0497'STATION IS LOCATED ON LAND OWNED BY THE GOVERNMENT, ABOUT 6
 PV0497'MILES NORTHWEST OF SUNDANCE, WYOMING, ON THE HIGHEST PEAK OF
 PV0497'WARREN PEAKS IN THE BEAR LODGE MOUNTAINS, AND 40 FEET WEST OF
 PV0497'WARREN PEAK LOOKOUT STATION.
 PV0497'
 PV0497'TO REACH FROM THE SUNDANCE POST OFFICE, GO WEST FOR 1 BLOCK.
 PV0497'TURN RIGHT AND FOLLOW MAIN GRAVELED ROAD FOR 7.1 MILES TO A FORK.
 PV0497'BEAR LEFT AND GO 0.4 MILE TO A FORK.  BEAR LEFT AND GO 0.4
 PV0497'MILE TO STATION.
 PV0497'
 PV0497'TO REACH AZIMUTH MARK FROM STATION, GO EAST-SOUTHEAST FOR 0.4
 PV0497'MILE TO A REVERSE Y.  LEAVE ROAD AND GO EAST-SOUTHEAST FOR 0.2
 PV0497'MILE TO TOP OF HILL AND MARK.
 PV0497'
 PV0497'STATION MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 PV0497'OF A 10 X 10-INCH CONCRETE POST.  THE MARK PROJECTS 2 INCHES, AND
 PV0497'THE DISK IS STAMPED SUNDANCE NO 2 1949.
 PV0497'
 PV0497'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN OUTCROPPING
 PV0497'BEDROCK.  IT IS 50 FEET NORTHWEST OF A LOOKOUT STATION.  THE MARK
 PV0497'IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED SUNDANCE
 PV0497'NO 1 1912.  IT WAS STAMPED BY THIS PARTY.
 PV0497'
 PV0497'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 PV0497'10 X 10-INCH CONCRETE POST.  IT IS 24 FEET SOUTH OF A LOOKOUT
 PV0497'STATION.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PV0497'SUNDANCE NO 3 1949.
 PV0497'
 PV0497'AZIMUTH MARK IS A STANDARD DISK SET IN OUTCROPPING BEDROCK.
 PV0497'IT IS 0.2 MILE EAST-SOUTHEAST OF ROAD FORK AND 5 FEET NORTHEAST
 PV0497'OF A WITNESS POST.  THE MARK PROJECTS 1 INCH, AND THE DISK IS
 PV0497'STAMPED SUNDANCE 1949.
 PV0497'
 PV0497'SUNDANCE 1912 IS A STANDARD DISK SET IN THE TOP OF AN 8-INCH,
 PV0497'CONCRETE-FILLED, GALVANIZED IRON CYLINDER.  IT IS 3 FEET SOUTH
 PV0497'OF THE SOUTHEAST CORNER OF THE LOOKOUT STATION.  IT IS FLUSH
 PV0497'WITH THE GROUND, AND THE DISK IS STAMPED SUNDANCE 1912.  IT
 PV0497'WAS STAMPED BY THIS PARTY.  A TRAVERSE CONNECTION WAS MADE FROM
 PV0497'SUNDANCE 1912 TO SUNDANCE, R.M. NO. 2.
 PV0497
 PV0497                          STATION RECOVERY (1954)
 PV0497
 PV0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (IBJ)
 PV0497'STATION MARK--A STANDARD USC AND GS REFERENCE MARK DISK STAMPED
 PV0497'---SUNDANCE NO. 2 1949---, SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0462 ***********************************************************************
 PX0462  DESIGNATION -  SUNLIGHT
 PX0462  PID         -  PX0462
 PX0462  STATE/COUNTY-  WY/PARK
 PX0462  USGS QUAD   -  SUNLIGHT PEAK (1991)
 PX0462
 PX0462                         *CURRENT SURVEY CONTROL
 PX0462  ___________________________________________________________________
 PX0462* NAD 83(1993)-  44 36 32.40372(N)    109 46 36.03899(W)     ADJUSTED  
 PX0462* NAVD 88     -      3636.2    (meters)   11930.     (feet)  VERTCON   
 PX0462  ___________________________________________________________________
 PX0462  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 PX0462  GEOID HEIGHT-          -7.58  (meters)                     GEOID03
 PX0462
 PX0462  HORZ ORDER  -  THIRD
 PX0462
 PX0462.The horizontal coordinates were established by classical geodetic methods
 PX0462.and adjusted by the National Geodetic Survey in January 1997..
 PX0462
 PX0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0462
 PX0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0462
 PX0462.The geoid height was determined by GEOID03.
 PX0462
 PX0462;                    North         East     Units Scale Factor Converg.
 PX0462;SPC WYWC     -   456,928.962   518,506.090   MT  1.00001914   -0 43 15.7
 PX0462;UTM  12      - 4,940,244.658   597,070.131   MT  0.99971587   +0 51 33.0
 PX0462
 PX0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0462!SPC WYWC     -   0.99943138  x   1.00001914  =   0.99945051
 PX0462!UTM  12      -   0.99943138  x   0.99971587  =   0.99914742
 PX0462
 PX0462:                Primary Azimuth Mark                     Grid Az
 PX0462:SPC WYWC     -  MONUMENT                                 176 52 18.8
 PX0462:UTM  12      -  MONUMENT                                 175 17 30.1
 PX0462
 PX0462|---------------------------------------------------------------------|
 PX0462| PID    Reference Object                     Distance      Geod. Az  |
 PX0462|                                                           dddmmss.s |
 PX0462| PX0461 MONUMENT                            APPROX. 9.5 KM 1760903.1 |
 PX0462|---------------------------------------------------------------------|
 PX0462
 PX0462                          SUPERSEDED SURVEY CONTROL
 PX0462
 PX0462  NAD 83(1986)-  44 36 32.39314(N)    109 46 36.02613(W) AD(       ) 3
 PX0462  NAD 27      -  44 36 32.58167(N)    109 46 33.38272(W) AD(       ) 3
 PX0462  NGVD 29 (07/19/86) 3634.7    (m)        11925.     (f) VERT ANG       
 PX0462
 PX0462.Superseded values are not recommended for survey control.
 PX0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0462.See file dsdata.txt to determine how the superseded data were derived.
 PX0462
 PX0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ9707040245(NAD 83)
 PX0462_MARKER: DB = BENCH MARK DISK
 PX0462_SETTING: 66 = SET IN ROCK OUTCROP
 PX0462_SP_SET: SET IN ROCK OUTCROP
 PX0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0462+STABILITY: POSITION/ELEVATION WELL
 PX0462
 PX0462  HISTORY     - Date     Condition        Report By
 PX0462  HISTORY     - 1953     MONUMENTED       USGS
 PX0462
 PX0462                          STATION DESCRIPTION
 PX0462
 PX0462'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PX0462'THE STATION IS LOCATED 10.5 MI. (AIRLINE) NE. OF PAHASKA TEPEE,
 PX0462'WYOMING.
 PX0462'
 PX0462'TO REACH FROM THE SUNLIGHT RANGER STATION, DRIVE WESTERLY ALONG DIRT
 PX0462'RD. 12 MI. TO HARDEES MINING CAMP, THENCE, VIA HORSEBACK, RIDE THE
 PX0462'MINING RD. AND HORSETRAIL TO A SADDLE AT THE DRAINAGE OF THE NORTH
 PX0462'FORK OF THE SHOSHONE RIVER (2 HOURS), THENCE FOLLOW TRAIL 3 MI. TO
 PX0462'JUNCTION WITH TRAIL FROM E. (1 HOUR), THENCE FOLLOW TRAIL EASTERLY
 PX0462'ALONG A CREEK UNTIL YOU BREAK INTO A LARGE MEADOW (1 HOUR), THENCE
 PX0462'TAKE HORSES SOUTHERLY UP SLOPE UNTIL THE LAST SCRUB IS REACHED (1/2
 PX0462'HOUR), THENCE CLIMB BY FOOT DIRECTLY UP THE FACE OF THE SLOPE TO
 PX0462'THE HIGHEST POINT.
 PX0462'
 PX0462'STATION MARK--STANDARD BENCH MARK TABLET, SET IN ROCK, STAMPED
 PX0462'---SUNLIGHT 1953---.
 PX0462'
 PX0462'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0426 ***********************************************************************
 PX0426  DESIGNATION -  SUNSHINE
 PX0426  PID         -  PX0426
 PX0426  STATE/COUNTY-  WY/PARK
 PX0426  USGS QUAD   -  SUNSHINE RESERVOIR (1991)
 PX0426
 PX0426                         *CURRENT SURVEY CONTROL
 PX0426  ___________________________________________________________________
 PX0426* NAD 83(1993)-  44 00 52.10637(N)    109 05 53.53867(W)     ADJUSTED  
 PX0426* NAVD 88     -      2424.4    (meters)    7954.     (feet)  VERTCON   
 PX0426  ___________________________________________________________________
 PX0426  LAPLACE CORR-         -21.03  (seconds)                    DEFLEC99
 PX0426  GEOID HEIGHT-          -9.52  (meters)                     GEOID03
 PX0426
 PX0426  HORZ ORDER  -  THIRD
 PX0426
 PX0426.The horizontal coordinates were established by classical geodetic methods
 PX0426.and adjusted by the National Geodetic Survey in January 1997..
 PX0426
 PX0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0426
 PX0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0426
 PX0426.The geoid height was determined by GEOID03.
 PX0426
 PX0426;                    North         East     Units Scale Factor Converg.
 PX0426;SPC WYWC     -   390,416.409   572,080.317   MT  0.99994708   -0 14 31.0
 PX0426;UTM  12      - 4,875,238.655   652,438.644   MT  0.99988581   +1 19 18.1
 PX0426
 PX0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0426!SPC WYWC     -   0.99962148  x   0.99994708  =   0.99956858
 PX0426!UTM  12      -   0.99962148  x   0.99988581  =   0.99950733
 PX0426
 PX0426:                Primary Azimuth Mark                     Grid Az
 PX0426:SPC WYWC     -  RED                                      322 14 00.1
 PX0426:UTM  12      -  RED                                      320 40 11.0
 PX0426
 PX0426|---------------------------------------------------------------------|
 PX0426| PID    Reference Object                     Distance      Geod. Az  |
 PX0426|                                                           dddmmss.s |
 PX0426| PX0427 RED                                 APPROX. 8.5 KM 3215929.1 |
 PX0426|---------------------------------------------------------------------|
 PX0426
 PX0426                          SUPERSEDED SURVEY CONTROL
 PX0426
 PX0426  NAD 83(1986)-  44 00 52.09653(N)    109 05 53.53006(W) AD(       ) 3
 PX0426  NAD 27      -  44 00 52.26798(N)    109 05 51.02241(W) AD(       ) 3
 PX0426  NGVD 29 (07/19/86) 2423.2    (m)         7950.     (f) VERT ANG       
 PX0426
 PX0426.Superseded values are not recommended for survey control.
 PX0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0426.See file dsdata.txt to determine how the superseded data were derived.
 PX0426
 PX0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP5243975239(NAD 83)
 PX0426_MARKER: DD = SURVEY DISK
 PX0426_SETTING: 66 = SET IN ROCK OUTCROP
 PX0426_SP_SET: SET IN ROCK OUTCROP
 PX0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0426+STABILITY: POSITION/ELEVATION WELL
 PX0426
 PX0426  HISTORY     - Date     Condition        Report By
 PX0426  HISTORY     - 1954     MONUMENTED       USGS
 PX0426
 PX0426                          STATION DESCRIPTION
 PX0426
 PX0426'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0426'LOCATED ABOUT 9 MI. S. AND 11 MI. W. OF MEETEETSE, WYOMING.  ABOUT 2
 PX0426'MI. SW. OF SUNSHINE RESERVOIR, ON TOP OF A HIGH POINT OF A RIDGE
 PX0426'SLOPING UP GENERALLY SW.  TO REACH FROM MEETEETSE PROCEED SW. OUT
 PX0426'STATE SEC.RD. 206 FOR 6.9 MI. AND GO SW. ALONG WOOD RIVER RD. 7.2 MI.
 PX0426'TO FORK.  GO RIGHT ACROSS BRIDGE 3.2 MI. AND TURN RIGHT OFF MAIN
 PX0426'TRAVELED RD. AND GO THRU GATE.  1.2 MI. TO Y-FORK BY IRRIGATION DITCH,
 PX0426'TAKE LEFT FORK 0.1 MI. TO Y-FORK.  TAKE DIM FORK LEFT, CROSS
 PX0426'IRRIGATION DITCH AND GO TO TOP OF STEEP RIDGE TO W.  FOLLOW RIDGE TO
 PX0426'NW. TO TOP AND STATION, ABOUT 2.6 MI. FROM THE LAST Y-FORK.
 PX0426'A FOUR-WHEEL DRIVE VEHICLE IS NECESSARY.
 PX0426'
 PX0426'STATION MARK - STANDARD TABLET CEMENTED IN A ROCK OUTCROP STAMPED
 PX0426'---SUNSHINE 1954---.
 PX0426'
 PX0426'REFERENCE MARK NO.1 - COPPER NAIL AND WASHER CEMENTED IN A ROCK
 PX0426'OUTCROP 51.96 FT. FROM STATION MARK, N 71 DEG 21 MIN W.
 PX0426'
 PX0426'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN A TREE 92.86 FT. FROM
 PX0426'STATION, S 37 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1248 ***********************************************************************
 PY1248  DESIGNATION -  SURVEY
 PY1248  PID         -  PY1248
 PY1248  STATE/COUNTY-  WY/TETON
 PY1248  USGS QUAD   -  SURVEY PEAK (1989)
 PY1248
 PY1248                         *CURRENT SURVEY CONTROL
 PY1248  ___________________________________________________________________
 PY1248* NAD 83(1993)-  44 02 24.22954(N)    110 51 00.68615(W)     ADJUSTED  
 PY1248* NAVD 88     -      2829.0    (meters)    9281.     (feet)  VERTCON   
 PY1248  ___________________________________________________________________
 PY1248  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 PY1248  GEOID HEIGHT-          -8.76  (meters)                     GEOID03
 PY1248
 PY1248  HORZ ORDER  -  THIRD
 PY1248
 PY1248.The horizontal coordinates were established by classical geodetic methods
 PY1248.and adjusted by the National Geodetic Survey in January 1997..
 PY1248
 PY1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1248
 PY1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1248
 PY1248.The geoid height was determined by GEOID03.
 PY1248
 PY1248;                    North         East     Units Scale Factor Converg.
 PY1248;SPC WY W     -   493,486.565   738,538.478   MT  0.99998394   -0 31 59.2
 PY1248;UTM  12      - 4,876,333.558   512,002.751   MT  0.99960177   +0 06 14.9
 PY1248
 PY1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1248!SPC WY W     -   0.99955797  x   0.99998394  =   0.99954192
 PY1248!UTM  12      -   0.99955797  x   0.99960177  =   0.99915992
 PY1248
 PY1248:                Primary Azimuth Mark                     Grid Az
 PY1248:SPC WY W     -  HOMINY LO                                267 37 27.5
 PY1248:UTM  12      -  HOMINY LO                                266 59 13.4
 PY1248
 PY1248|---------------------------------------------------------------------|
 PY1248| PID    Reference Object                     Distance      Geod. Az  |
 PY1248|                                                           dddmmss.s |
 PY1248| PY1249 HOMINY LO                           APPROX. 4.4 KM 2670528.3 |
 PY1248|---------------------------------------------------------------------|
 PY1248
 PY1248                          SUPERSEDED SURVEY CONTROL
 PY1248
 PY1248  NAD 83(1993)-  44 02 24.22708(N)    110 51 00.68258(W) AD(       ) 3
 PY1248  NAD 83(1986)-  44 02 24.22634(N)    110 51 00.66868(W) AD(       ) 3
 PY1248  NAD 27      -  44 02 24.49130(N)    110 50 57.86352(W) AD(       ) 3
 PY1248  NGVD 29 (07/19/86) 2827.6    (m)         9277.     (f) VERT ANG       
 PY1248
 PY1248.Superseded values are not recommended for survey control.
 PY1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1248.See file dsdata.txt to determine how the superseded data were derived.
 PY1248
 PY1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1200376334(NAD 83)
 PY1248
 PY1248  HISTORY     - Date     Condition        Report By
 PY1248  HISTORY     - UNK      MONUMENTED
 PY1248  HISTORY     - 1968     GOOD             USGS
 PY1248
 PY1248                          STATION DESCRIPTION
 PY1248
 PY1248'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PY1248'RECOVERED AND REDESCRIBED AS FOLLOWS
 PY1248'
 PY1248'STATION LOCATED ABOUT 6.5 MI. (AIRLINE) S. OF S. BOUNDARY LINE OF
 PY1248'YELLOWSTONE PARK, ABOUT 10.5 MI. SW. OF FLAGG RANCH, WYOMING, ABOUT
 PY1248'6.5 MI. (AIRLINE) W. OF N. END OF JACKSON LAKE, WYOMING, ABOUT 19.0
 PY1248'MI. (AIRLINE) ENE. OF LAMONT, IDAHO.  ON SUMMIT OF SURVEY PEAK, WHICH
 PY1248'IS THE LAST PROMINENT PEAK AT N. END OF GRAND TETON MOUNTAINS.  THIS
 PY1248'PEAK HAS SPARSE TIMBER AT SUMMIT AND IS ON THE N-S. DIVIDE.
 PY1248'
 PY1248'TO REACH FROM ASHTON, IDAHO, POST OFFICE, GO E. 4.9 MI. ALONG U.S.
 PY1248'HIGHWAY 191 AND 20 TO RD. JUNCTION AT HIGHWAY CURVE, LEAVE HIGHWAY
 PY1248'AND CONTINUE E. ALONG GRAVEL RD. 0.1 MI. TO CROSSROADS, TURN RIGHT
 PY1248'AND GO S. AND SE. 0.95 MI. TO STEEL BRIDGE CROSSING FALL RIVER,
 PY1248'CONTINUE ALONG A MAIN RD. S-SW., SE., AND E. 3.05 MI. TO T-RD.
 PY1248'JUNCTION AT SQUIRREL CEMETERY, CONTINUE E. ALONG RECLAMATION ROAD
 PY1248'5.35 MI. TO USFS SIGN ---ENTERING TARGHEE NATIONAL FOREST---,
 PY1248'CONTINUE EASTERLY 8.1 MI. ALONG RECLAMATION ROAD TO WYOMING-IDAHO
 PY1248'STATE BOUNDARY LINE (SIGN), CONTINUE EASTERLY 1.4 MI. TO SIDE RD.
 PY1248'T-JUNCTION OPPOSITE USFS SQUIRREL MEADOWS GUARD STATION, CONTINUE
 PY1248'EASTERLY 2.6 MI. TO Y-RD. FORK (WHICH IS 0.1 MI. E. OF SOUTH BOONE
 PY1248'CREEK CROSSING) AND AT USFS SIGN ---HOMINY L.O. - 8 MI.---, LEAVE
 PY1248'RECLAMATION ROAD AND TURN SE. ON RIGHT FORK, GO 2.0 MI. SE. TO SITE
 PY1248'AT FORMER BARNEY SAWMILL, NEAR SOUTH BOONE CREEK CROSSING, CONTINUE
 PY1248'SE. 1.4 MI. ALONG TRACK RD. TO Y-RD. FORK, TAKE RIGHT FORK AND
 PY1248'CONTINUE SE. AND S. 0.95 MI. TO Y-RD. FORK AT USFS SIGN ---HOMINY
 PY1248'L.O. 4 MI.---, TAKE LEFT FORK AND CONTINUE ON TRACK RD. SE., E., AND
 PY1248'NE. 4.6 MI. TO Y-RD. FORK NEAR S. SUMMIT OF HOMINY PEAK, TAKE RIGHT
 PY1248'FORK AND CONTINUE SE. AND E. 2.2 MI. ALONG A VERY POOR TRACK RD.,
 PY1248'WHICH RUNS APPROXIMATELY ALONG AN E-W. DIVIDE TO SIGN ---NATIONAL
 PY1248'PARK BOUNDARY LINE---.  END OF TRUCK TRAVEL.  BACK PACK NE. TO
 PY1248'ROCKY RIM OF BOONE CREEK CANYON, FOLLOW EDGE OF CANYON E. AND NE.
 PY1248'TO LOWER SPARSELY TIMBERED W. SLOPE OF SURVEY PEAK, PACK E. UP
 PY1248'SLOPE TO SUMMIT AND STATION SITE.  A 50 MINUTE PACK.
 PY1248'
 PY1248'RECOVERED BY HELICOPTER.
 PY1248'
 PY1248'STATION MARK--STANDARD TABLET, STAMPED ---SURVEY 1931 VABM 9283---,
 PY1248'CEMENTED IN ROCK OUTCROP.
 PY1248'
 PY1248'REFERENCE MARK--STANDARD USGS TABLET, STAMPED ---SURVEY R.M. 1931---,
 PY1248'CEMENTED IN ROCK SET IN PLACE.  NOTE--THIS MARK WAS NOT DISTURBED,
 PY1248'BUT IT APPEARED TO BE LOOSE.  REFERENCE MARK IS 9.09 FT. FROM STATION
 PY1248'MARK, S 33 DEG 20 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0362 ***********************************************************************
 OV0362  DESIGNATION -  SUSSEX
 OV0362  PID         -  OV0362
 OV0362  STATE/COUNTY-  WY/JOHNSON
 OV0362  USGS QUAD   -  DRY CREEK RESERVOIR (1981)
 OV0362
 OV0362                         *CURRENT SURVEY CONTROL
 OV0362  ___________________________________________________________________
 OV0362* NAD 83(1993)-  43 47 06.57736(N)    106 33 40.45232(W)     ADJUSTED  
 OV0362* NAVD 88     -      1599.8    (meters)    5249.     (feet)  VERTCON   
 OV0362  ___________________________________________________________________
 OV0362  LAPLACE CORR-         -10.85  (seconds)                    DEFLEC99
 OV0362  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 OV0362  OBS GRAVITY -     980,015.1   (mgal)                       GRAV_OBS
 OV0362
 OV0362  HORZ ORDER  -  FIRST
 OV0362
 OV0362.The horizontal coordinates were established by classical geodetic methods
 OV0362.and adjusted by the National Geodetic Survey in January 1997..
 OV0362
 OV0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0362
 OV0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0362
 OV0362.The geoid height was determined by GEOID03.
 OV0362.The observed gravity was obtained from relative gravimeter ties
 OV0362.to the IGSN71 gravity network.
 OV0362
 OV0362;                    North         East     Units Scale Factor Converg.
 OV0362;SPC WYEC     -   465,169.702   462,146.146   MT  0.99998499   +0 32 03.4
 OV0362;UTM  13      - 4,849,195.977   374,377.764   MT  0.99979410   -1 04 49.6
 OV0362
 OV0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0362!SPC WYEC     -   0.99975128  x   0.99998499  =   0.99973627
 OV0362!UTM  13      -   0.99975128  x   0.99979410  =   0.99954543
 OV0362
 OV0362:                Primary Azimuth Mark                     Grid Az
 OV0362:SPC WYEC     -  SUSSEX AZ MK                             007 13 33.3
 OV0362:UTM  13      -  SUSSEX AZ MK                             008 50 26.3
 OV0362
 OV0362|---------------------------------------------------------------------|
 OV0362| PID    Reference Object                     Distance      Geod. Az  |
 OV0362|                                                           dddmmss.s |
 OV0362| CP5880 SUSSEX AZ MK                                       0074536.7 |
 OV0362| CP5881 SUSSEX RM 1                           5.310 METERS 03132     |
 OV0362| CP5882 SUSSEX RM 2                          25.917 METERS 14748     |
 OV0362|---------------------------------------------------------------------|
 OV0362
 OV0362                          SUPERSEDED SURVEY CONTROL
 OV0362
 OV0362  NAD 83(1986)-  43 47 06.56000(N)    106 33 40.42399(W) AD(       ) 1
 OV0362  NAD 27      -  43 47 06.65000(N)    106 33 38.27500(W) AD(       ) 1
 OV0362  NGVD 29 (09/08/93) 1599.0    (m)         5246.     (f) VERT ANG       
 OV0362
 OV0362.Superseded values are not recommended for survey control.
 OV0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0362.See file dsdata.txt to determine how the superseded data were derived.
 OV0362
 OV0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ7437849196(NAD 83)
 OV0362_MARKER: DB = BENCH MARK DISK
 OV0362_SETTING: 66 = SET IN ROCK OUTCROP
 OV0362_SP_SET: SET IN BEDROCK
 OV0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0362+STABILITY: POSITION/ELEVATION WELL
 OV0362
 OV0362  HISTORY     - Date     Condition        Report By
 OV0362  HISTORY     - 1903     MONUMENTED       USGS
 OV0362  HISTORY     - 1934     GOOD             USGS
 OV0362  HISTORY     - 1958     GOOD             USGS
 OV0362  HISTORY     - 1958     GOOD             CGS
 OV0362  HISTORY     - 1963     GOOD             CGS
 OV0362
 OV0362                          STATION DESCRIPTION
 OV0362
 OV0362'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 OV0362'ABOUT 6-1/2 MILES NORTHWEST OF KAYEEE, 2 MILES NORTHEAST OF
 OV0362'NORTH FORK OF POWDER RIVER, IN T. 44 N., R. 81 W., ON NORTHEAST
 OV0362'END AND HIGHEST POINT OF HIGHEST NORTH-AND-SOUTH RIDGE IN
 OV0362'VICINITY, 18 YARDS NORTHEAST OF 4-INCH SCRUB PINE TREE MARKED
 OV0362'WITH SMALL TRIANGULAR BLAZE.  TO REACH FROM KAYEEE, FOLLOW U.S.
 OV0362'HIGHWAY 87E NORTH 4.4 MILES TO BRIDGE OVER NORTH FORK OF
 OV0362'POWDER RIVER, CONTINUE NORTH 2.7 MILES TO 2 MAIL BOXES ON RIGHT
 OV0362'SIDE OF ROAD (ONE IS METAL WITH NAME WM. LEIBEE, OTHER IS
 OV0362'WOODEN WITH NAME WILLIAMS), TURN RIGHT (EAST) ONTO UNIMPROVED
 OV0362'DIRT ROAD AND GO 0.15 MILE TO CREEK, CROSS CREEK AND
 OV0362'CONTINUE 0.3 MILE, FOLLOW LEFT FORK 0.15 MILE, FOLLOW LEFT
 OV0362'FORK 0.15 MILE (ROAD PARALLELS FENCE) TO T-INTERSECTION, TURN
 OV0362'RIGHT (EAST) AND GO 0.8 MILE, FOLLOW LEFT FORK (JUST AFTER
 OV0362'CROSSING WASH) 0.15 MILE TO GATE, PASS THROUGH GATE AND GO
 OV0362'11 MILES TO ANOTHER GATE, PASS THROUGH GATE AND GO 0.25 MILE
 OV0362'TO TOP OF GRADE, TURN RIGHT ONTO DIM ROAD AND GO SOUTH
 OV0362'ALONG TOP OF RIDGE 1.05 MILES TO GATE, PASS THROUGH
 OV0362'GATE AND CONTINUE ALONG RIDGE 1.2 MILES TO ANOTHER GATE, PASS
 OV0362'THROUGH GATE AND GO 0.7 MILE (AZIMUTH MARK ON RIGHT SIDE OF
 OV0362'ROAD) CONTINUE ALONG RIDGE 0.15 MILE TO POINT WHERE ROAD
 OV0362'TURNS RIGHT AND STARTS DOWN STEEP GRADE, CONTINUE ALONG
 OV0362'RIDGE 0.25 MILE TO HIGHEST POINT AND STATION SITE.  MARKED
 OV0362'BY STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK DISK IN
 OV0362'OUTCROPPING BEDROCK.  REFERENCE MARKS ARE STANDARD
 OV0362'REFERENCE DISKS IN BEDROCK.  NO. 1 IS AT EDGE OF
 OV0362'HILL, AND 17.42 FEET FROM STATION.
 OV0362'NO. 2 IS ON SLOPE OF HILL, AND 85.03 FEET FROM STATION.
 OV0362'DISTANCE BETWEEN REFERENCE MARKS
 OV0362'IS 94.2 FEET.  AZIMUTH MARK IS STANDARD REFERENCE DISK IN
 OV0362'CONCRETE ON NORTH-AND-SOUTH RIDGE WHICH IS CONTINUATION
 OV0362'OF STATION RIDGE, AND APPROXIMATELY 0.3 MILE (0.4 MILE BY ROAD)
 OV0362'FROM STATION.  BEARING FROM
 OV0362'STATION TO HIGHEST PEAK IN BIG HORN MOUNTAINS N 38 DEG 40 MIN W,
 OV0362'AND TO SHARP PEAK IN BIG HORN MOUNTAINS N 47 DEG 56 MIN W.
 OV0362
 OV0362                          STATION RECOVERY (1958)
 OV0362
 OV0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OV0362'RECOVERED.
 OV0362'
 OV0362'STATION MARK - STANDARD USGS BENCH MARK IN OUTCROPPING BEDROCK.
 OV0362'
 OV0362'REFERENCE MARK - NONE.
 OV0362
 OV0362                          STATION RECOVERY (1958)
 OV0362
 OV0362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 OV0362'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 OV0362'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 OV0362'DIRECTIONS TO THE REFERENCE MARKS WAS VERIFIED BUT A DIFFERENCE
 OV0362'IN DISTANCE TO THE REFERENCE MARKS WAS FOUND.  A NEW DESCRIPTION
 OV0362'FOLLOWS.
 OV0362'
 OV0362'THE STATION IS LOCATED ON THE HIGHEST POINT ON A NORTH-SOUTH
 OV0362'RIDGE ABOUT 5.5 MILES NORTH OF KAYCEE, 1.5 MILES NORTHEAST
 OV0362'OF THE NORTH FORK OF POWDER RIVER, AND 1.5 MILES EAST OF
 OV0362'U.S. HIGHWAY 87.
 OV0362'
 OV0362'TO REACH THE STATION FROM THE POST OFFICE IN KAYCEE GO NORTH
 OV0362'ON U.S. HIGHWAY 87 FOR 4.4 MILES TO THE BRIDGE OVER THE NORTH
 OV0362'FORK OF POWDER RIVER.  CONTINUE AHEAD FOR 2.8 MILES TO A SIDE
 OV0362'ROAD RIGHT.  TURN RIGHT, EAST, AND GO 0.5 MILE TO A GATE.
 OV0362'PASS THROUGH THE GATE AND GO 0.1 MILE TO A FORK AND GATE.
 OV0362'TURN RIGHT AND GO EASTERLY, CROSSING A DEEP DITCH, AND GO
 OV0362'0.5 MILE TO A CORRAL AND A GATE.  PASS THROUGH THE GATE AND
 OV0362'GO 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK, CROSSING A DAM
 OV0362'AND GO EASTERLY FOR 0.4 MILE TO A FORK.  TAKE THE RIGHT FORK
 OV0362'AND GO 0.05 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.55 MILE
 OV0362'TO A GATE.  PASS THROUGH THE GATE AND GO EASTERLY FOR 0.8 MILE TO A
 OV0362'FORK.  TAKE THE RIGHT FORK AND GO SOUTHERLY ALONG THE TOP OF
 OV0362'THE RIDGE FOR 0.4 MILE TO A FORK.  TAKE THE RIGHT FORK
 OV0362'AND CONTINUE SOUTHERLY FOR 0.8 MILE TO A GATE.  PASS THROUGH
 OV0362'THE GATE AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OV0362'CONTINUE AHEAD FOR 0.15 MILE TO A GATE.  PASS THROUGH THE
 OV0362'GATE AND GO 0.25 MILE TO THE HIGHEST POINT OF RIDGE AND
 OV0362'THE STATION.
 OV0362'
 OV0362'THE STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY DISK
 OV0362'STAMPED SUSSEX 1903, IS SET IN A DRILL HOLE IN BEDROCK AND
 OV0362'IS ON THE NORTH EDGE OF THE RIDGE.
 OV0362'
 OV0362'REFERENCE MARK 1, A STANDARD DISK STAMPED SUSSEX NO 1 1934,
 OV0362'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS NORTHEAST
 OV0362'OF THE STATION.  IT IS ABOUT 2.5 FEET LOWER THAN THE STATION
 OV0362'MARK.
 OV0362'
 OV0362'REFERENCE MARK 2, A STANDARD DISK STAMPED SUSSEX NO 2 1934,
 OV0362'IS SET IN A DRILL HOLE IN BEDROCK AND IS SOUTHEAST OF THE
 OV0362'STATION.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 OV0362'
 OV0362'THE AZIMUTH MARK, A STANDARD DISK STAMPED SUSSEX 1934, AZIMUTH
 OV0362'IN A SQUARE CONCRETE BLOCK THAT PROJECTS ABOUT 4 INCHES ABOVE
 OV0362'THE GROUND.  IT IS ABOUT 15 FEET WEST OF A TRACK ROAD AND
 OV0362'IS ON A SMALL KNOLL ABOUT 0.3 MILE NORTH OF THE STATION.
 OV0362'
 OV0362'OBSERVATIONS WERE TAKEN FROM A PORTABLE TRIPOD.
 OV0362
 OV0362                          STATION RECOVERY (1963)
 OV0362
 OV0362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 OV0362'STATION, REFERENCE AND AZIMUTH MARKS RECOVERED AND WERE FOUND TO BE
 OV0362'IN GOOD CONDITION.  THE STATION IS 5 MILES NORTH AND 3/4 MILES EAST
 OV0362'OF KAYCEE, IN THE NE 1/4 OF SEC. 15, T. 44 N., R. 81 W.
 OV0362'
 OV0362'TO REACH FROM THE POST OFFICE IN KAYCEE, FOLLOW US HIGHWAY 87 NORTH
 OV0362'FOR 4.25 MILES TO BRIDGE ACROSS NORTH FORK OF POWDER RIVER, CONTINUE
 OV0362'NORTH ON HIGHWAY FOR 2.6 MILES TO A DIRT SIDE ROAD RIGHT ACROSS
 OV0362'CATTLE GUARD AT CLYDE WILLIAMS MAIL BOX ON THE LEFT.  TURN RIGHT
 OV0362'ACROSS CATTLE GUARD AND GO 0.5 MILE TO A WIRE GATE, PASS
 OV0362'THROUGH GATE AND CONTINUE FOR 0.15 MILE TO A SIDE ROAD RIGHT
 OV0362'ACROSS WASH AT WIRE SOUTH OF LOG BUILDINGS AND A TRAILER HOUSE, TURN
 OV0362'RIGHT ACROSS WASH AND FOLLOW PLAIN TRACK ROAD SOUTHEASTERLY FOR
 OV0362'0.45 MILE TO A CORRAL, WELL AND WATER TANKS, PASS THROUGH TWO GATES
 OV0362'ITHER NORTH OF SOUTH OF THE WELL AND WATER TANKS AND CONTINUE UP
 OV0362'VALLEY ON PLAIN TRACK ROAD CROSSING OVER EARTH DAM FOR 0.6
 OV0362'MILE TO A FORK (LEFT FORK LEADS TO A WIRE GATE), TAKE RIGHT FORK
 OV0362'AND GO 0.05 MILE TO FORK, TAKE THE LEFT FORK WHICH LEADS TO THE
 OV0362'LEFT OF A HILL AND GO 0.5 MILE TO A WIRE GATE AT T-FENCE CORNER,
 OV0362'PASS THROUGH GATE IN THE NORTH-SOUTH FENCE LINE AND CONTINUE EASTERLY
 OV0362'ON TRACK ROAD FOR 0.45 MILE TO A REVERSE FORK ON THE RIGHT,
 OV0362'CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A FORK JUST BEFORE REACHING
 OV0362'CREST OF RIDGE, TAKE RIGHT FORK AND FOLLOW PLAIN TRACK ROAD ALONG
 OV0362'CREST OF RIDGE FOR 0.4 MILE TO A FORK, TAKE RIGHT FORK AND
 OV0362'CONTINUE FOR 0.8 MILE TO A WIRE GATE IN EAST-WEST FENCE LINE, PASS
 OV0362'THROUGH GATE AND GO 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 OV0362'CONTINUE TRACK ROAD FOR 0.3 MILE TO ANOTHER GATE, PASS THROUGH GATE
 OV0362'AND CONTINUE FOR 0.2 MILE TO TOP OF HILL AND STATION.  THE LAST
 OV0362'0.15 MILE IS ROCKY AND THE ROUTE WILL HAVE TO BE SELECTED TO AVOID
 OV0362'HITTING LARGE BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2137 ***********************************************************************
 AA2137  CBN         -  This is a Cooperative Base Network Control Station.
 AA2137  DESIGNATION -  SW 1 6117
 AA2137  PID         -  AA2137
 AA2137  STATE/COUNTY-  WY/LARAMIE
 AA2137  USGS QUAD   -  BORIE (1994)
 AA2137
 AA2137                         *CURRENT SURVEY CONTROL
 AA2137  ___________________________________________________________________
 AA2137* NAD 83(1993)-  41 00 15.12149(N)    104 54 23.97568(W)     ADJUSTED  
 AA2137* NAVD 88     -      1865.5    (meters)    6120.     (feet)  GPS OBS   
 AA2137  ___________________________________________________________________
 AA2137  X           -  -1,240,353.858 (meters)                     COMP
 AA2137  Y           -  -4,659,412.842 (meters)                     COMP
 AA2137  Z           -   4,163,988.796 (meters)                     COMP
 AA2137  LAPLACE CORR-         -11.45  (seconds)                    DEFLEC99
 AA2137  ELLIP HEIGHT-        1849.61  (meters)          (09/07/01) GPS OBS
 AA2137  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 AA2137
 AA2137  HORZ ORDER  -  B
 AA2137  ELLP ORDER  -  FOURTH    CLASS I
 AA2137
 AA2137.The horizontal coordinates were established by GPS observations
 AA2137.and adjusted by the National Geodetic Survey in October 1994..
 AA2137
 AA2137.The orthometric height was determined by GPS observations and a
 AA2137.high-resolution geoid model.
 AA2137
 AA2137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2137
 AA2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2137
 AA2137.The ellipsoidal height was determined by GPS observations
 AA2137.and is referenced to NAD 83.
 AA2137
 AA2137.The geoid height was determined by GEOID03.
 AA2137
 AA2137;                    North         East     Units Scale Factor Converg.
 AA2137;SPC WY E     -    56,020.076   221,872.971   MT  0.99994339   +0 10 14.1
 AA2137;UTM  13      - 4,539,227.543   507,849.546   MT  0.99960076   +0 03 40.5
 AA2137
 AA2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2137!SPC WY E     -   0.99970995  x   0.99994339  =   0.99965336
 AA2137!UTM  13      -   0.99970995  x   0.99960076  =   0.99931083
 AA2137
 AA2137                          SUPERSEDED SURVEY CONTROL
 AA2137
 AA2137  ELLIP H (10/19/94) 1849.62   (m)                       GP(       ) 4 1
 AA2137
 AA2137.Superseded values are not recommended for survey control.
 AA2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2137.See file dsdata.txt to determine how the superseded data were derived.
 AA2137
 AA2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0785039228(NAD 83)
 AA2137_MARKER: DB = BENCH MARK DISK
 AA2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2137_STAMPING: SW 1 6117 1947
 AA2137_MARK LOGO: USGS  
 AA2137_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2137+STABILITY: SURFACE MOTION
 AA2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2137+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1997
 AA2137
 AA2137  HISTORY     - Date     Condition        Report By
 AA2137  HISTORY     - 1947     MONUMENTED       USGS
 AA2137  HISTORY     - 19970221 GOOD             CODOT
 AA2137
 AA2137                          STATION DESCRIPTION
 AA2137
 AA2137'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 AA2137'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTH-SOUTHWEST OF
 AA2137'CHEYENNE, WYOMING, 0.5 KM (0.30 MI) NORTH OF THE COLORADO-WYOMING
 AA2137'STATE LINE, AT INTERSTATE 25 MILEPOST 0.39, IN THE SOUTHEAST 1/4 OF
 AA2137'SECTION 20, T 12 N, R 67 W.  OWNERSHIP--COLORADO AND SOUTHERN RAILROAD
 AA2137'RIGHT-OF-WAY. TO REACH THE STATION FROM TERRY RANCH ROAD EXIT,
 AA2137'NORTHBOUND EXIT,  ON INTERSTATE 25, THE FIRST EXIT NORTH OF THE
 AA2137'COLORADO STATE LINE IN WYOMING, TURN RIGHT, EAST, FOR 0.3 KM (0.20 MI)
 AA2137'TO A T-INTERSECTION AND A STOP SIGN.  TURN RIGHT, SOUTH, FOR 3.5 KM
 AA2137'(2.15 MI) TO THE TERRY RANCH AND AN UNDERPASS TO THE WEST.  TURN
 AA2137'RIGHT, WEST, PASSING UNDER INTERSTATE 25 FOR 0.08 KM (0.05 MI) TO THE
 AA2137'MARK ON THE RIGHT, JUST EAST OF THE RAILROAD TRACKS. THE STATION MARK
 AA2137'IS A STANDARD GEOLOGICAL SURVEY DISK SET IN THE TOP OF A 30 CM SQUARE
 AA2137'CONCRETE POST PROJECTING 15.2 CM.  IT IS 60.3 M (197.8 FT) WEST OF THE
 AA2137'CENTERLINE OF THE SOUTHBOUND LANES, 19.6 M (64.3 FT) EAST OF THE
 AA2137'CENTER OF THE RAILROAD TRACKS, 21.6 M (70.9 FT) WEST OF THE CENTER OF
 AA2137'THE OLD HIGHWAY, 15.8 M (51.8 FT) NORTH OF THE CENTER OF AN EAST-WEST
 AA2137'DIRT ROAD OVER THE TRAIN TRACKS AND 0.6 M (2.0 FT) EAST OF A WITNESS
 AA2137'POST AND ABOUT 3.5 M (11.5 FT) BELOW THE INTERSTATE.
 AA2137
 AA2137                          STATION RECOVERY (1997)
 AA2137
 AA2137'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 AA2137'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0473 ***********************************************************************
 MO0473  DESIGNATION -  SW 13
 MO0473  PID         -  MO0473
 MO0473  STATE/COUNTY-  WY/ALBANY
 MO0473  USGS QUAD   -  DALE CREEK (1987)
 MO0473
 MO0473                         *CURRENT SURVEY CONTROL
 MO0473  ___________________________________________________________________
 MO0473* NAD 83(1986)-  41 07 08.     (N)    105 23 24.     (W)     SCALED    
 MO0473* NAVD 88     -      2508.697  (meters)    8230.62   (feet)  ADJUSTED  
 MO0473  ___________________________________________________________________
 MO0473  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 MO0473  DYNAMIC HT  -        2506.372 (meters)    8222.99  (feet)  COMP
 MO0473  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 MO0473
 MO0473  VERT ORDER  -  FIRST     CLASS II
 MO0473
 MO0473.The horizontal coordinates were scaled from a topographic map and have
 MO0473.an estimated accuracy of +/- 6 seconds.
 MO0473
 MO0473.The orthometric height was determined by differential leveling
 MO0473.and adjusted by the National Geodetic Survey in June 1991..
 MO0473
 MO0473.The geoid height was determined by GEOID03.
 MO0473
 MO0473.The dynamic height is computed by dividing the NAVD 88
 MO0473.geopotential number by the normal gravity value computed on the
 MO0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0473.degrees latitude (g = 980.6199 gals.).
 MO0473
 MO0473.The modeled gravity was interpolated from observed gravity values.
 MO0473
 MO0473;                    North         East    Units  Estimated Accuracy
 MO0473;SPC WY E     -    68,750.      181,250.      MT  (+/- 180 meters Scaled)
 MO0473
 MO0473                          SUPERSEDED SURVEY CONTROL
 MO0473
 MO0473  NGVD 29 (??/??/92) 2507.525  (m)         8226.77   (f) ADJ UNCH    1 2
 MO0473
 MO0473.Superseded values are not recommended for survey control.
 MO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0473.See file dsdata.txt to determine how the superseded data were derived.
 MO0473
 MO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF672520(NAD 83)
 MO0473_MARKER: DD = SURVEY DISK
 MO0473_SETTING: 66 = SET IN ROCK OUTCROP
 MO0473_SP_SET: GRANITE OUTCROP
 MO0473_STAMPING: S W 13 1947 8227
 MO0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0473+STABILITY: POSITION/ELEVATION WELL
 MO0473
 MO0473  HISTORY     - Date     Condition        Report By
 MO0473  HISTORY     - 1947     MONUMENTED       USGS
 MO0473  HISTORY     - 1956     GOOD             NGS
 MO0473  HISTORY     - 1985     MARK NOT FOUND   DMA
 MO0473  HISTORY     - 1985     MARK NOT FOUND   DMA
 MO0473
 MO0473                          STATION DESCRIPTION
 MO0473
 MO0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0473'2.7 MI NW FROM SHERMAN.
 MO0473'2.7 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0473'RAILROAD STATION SIGN AT SHERMAN, 1.0 MILE SOUTHEAST OF THE AMES
 MO0473'MONUMENT, 98.1 FEET WEST OF THE SOUTHWEST CORNER OF A STEEL
 MO0473'CATTLE GUARD, 37.6 FEET SOUTHWEST OF A FENCE CORNER, 39 FEET
 MO0473'WEST OF A NORTH AND SOUTH FENCE, 24 FEET SOUTH OF AN EAST AND
 MO0473'WEST FENCE, 8.1 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 MO0473'A GRANITE OUTCROP, IN THE NORTHEAST 1/4 OF SECTION 7, TOWNSHIP
 MO0473'13 NORTH, RANGE 71 WEST.
 MO0473
 MO0473                          STATION RECOVERY (1985)
 MO0473
 MO0473'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0473'MARK NOT FOUND.
 MO0473
 MO0473                          STATION RECOVERY (1985)
 MO0473
 MO0473'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0497 ***********************************************************************
 NR0497  DESIGNATION -  SW 18
 NR0497  PID         -  NR0497
 NR0497  STATE/COUNTY-  WY/FREMONT
 NR0497  USGS QUAD   -  GRAHAM RANCH (1984)
 NR0497
 NR0497                         *CURRENT SURVEY CONTROL
 NR0497  ___________________________________________________________________
 NR0497* NAD 83(1993)-  42 30 50.45643(N)    107 57 26.58583(W)     ADJUSTED  
 NR0497* NAVD 88     -      1961.5    (meters)    6435.     (feet)  VERTCON   
 NR0497  ___________________________________________________________________
 NR0497  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 NR0497  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 NR0497
 NR0497  HORZ ORDER  -  THIRD
 NR0497  VERT ORDER  -  THIRD ? (See Below)
 NR0497
 NR0497.The horizontal coordinates were established by classical geodetic methods
 NR0497.and adjusted by the National Geodetic Survey in January 1997..
 NR0497
 NR0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0497.The vertical order pertains to the NGVD 29 superseded value.
 NR0497
 NR0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0497
 NR0497.The geoid height was determined by GEOID03.
 NR0497
 NR0497;                    North         East     Units Scale Factor Converg.
 NR0497;SPC WYWC     -   223,974.583   665,133.734   MT  0.99998968   +0 32 08.3
 NR0497;UTM  13      - 4,711,088.502   257,047.870   MT  1.00032628   -1 59 58.2
 NR0497;UTM  12      - 4,711,336.495   749,954.437   MT  1.00036876   +2 03 25.8
 NR0497
 NR0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0497!SPC WYWC     -   0.99969447  x   0.99998968  =   0.99968415
 NR0497!UTM  13      -   0.99969447  x   1.00032628  =   1.00002065
 NR0497!UTM  12      -   0.99969447  x   1.00036876  =   1.00006312
 NR0497
 NR0497:                Primary Azimuth Mark                     Grid Az
 NR0497:SPC WYWC     -  MCINTOSH                                 064 19 35.2
 NR0497:UTM  13      -  MCINTOSH                                 066 51 41.7
 NR0497:UTM  12      -  MCINTOSH                                 062 48 17.7
 NR0497
 NR0497|---------------------------------------------------------------------|
 NR0497| PID    Reference Object                     Distance      Geod. Az  |
 NR0497|                                                           dddmmss.s |
 NR0497| NR0495 MCINTOSH                            APPROX. 8.3 KM 0645143.5 |
 NR0497|---------------------------------------------------------------------|
 NR0497
 NR0497                          SUPERSEDED SURVEY CONTROL
 NR0497
 NR0497  NAD 83(1986)-  42 30 50.44241(N)    107 57 26.58546(W) AD(       ) 3
 NR0497  NAD 27      -  42 30 50.60638(N)    107 57 24.28303(W) AD(       ) 3
 NR0497  NGVD 29 (07/19/86) 1960.4    (m)         6432.     (f) LEVELING    3  
 NR0497
 NR0497.Superseded values are not recommended for survey control.
 NR0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0497.See file dsdata.txt to determine how the superseded data were derived.
 NR0497
 NR0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH5704811089(NAD 83)
 NR0497_MARKER: DD = SURVEY DISK
 NR0497_SETTING: 0 = UNSPECIFIED SETTING
 NR0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0497
 NR0497  HISTORY     - Date     Condition        Report By
 NR0497  HISTORY     - 1948     MONUMENTED       USGS
 NR0497
 NR0497                          STATION DESCRIPTION
 NR0497
 NR0497'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0497'STATION IS LOCATED ABOUT 11.7 MI. E. OF SWEETWATER CROSSING, WYOMING,
 NR0497'IN THE SE. 1/4 OF SEC. 4, T 29 N, R 93 W.
 NR0497'
 NR0497'TO REACH STATION FROM SWEETWATER CROSSING, WYOMING, GO ABOUT 11.7 MI.
 NR0497'E. ALONG U.S. HIGHWAY 287 TO A RANGE RD. GOING S.  STATION MARK IS
 NR0497'197 FT. S. AND 35 FT. E. OF JUNCTION AND 40 FT. E. OF EASTERN GATE
 NR0497'POST.
 NR0497'
 NR0497'STATION MARK--STANDARD TABLET STAMPED ---SW 18 6432 1948---, SET IN
 NR0497'TOP OF A CONCRETE POST BURIED IN THE GROUND AND PROJECTING 0.5 FT.
 NR0497'
 NR0497'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0570 ***********************************************************************
 NQ0570  DESIGNATION -  SW 23
 NQ0570  PID         -  NQ0570
 NQ0570  STATE/COUNTY-  WY/CONVERSE
 NQ0570  USGS QUAD   -  POISON LAKE (1949)
 NQ0570
 NQ0570                         *CURRENT SURVEY CONTROL
 NQ0570  ___________________________________________________________________
 NQ0570* NAD 83(1993)-  42 37 19.32868(N)    105 23 50.42274(W)     ADJUSTED  
 NQ0570* NAVD 88     -      1551.1    (meters)    5089.     (feet)  VERTCON   
 NQ0570  ___________________________________________________________________
 NQ0570  LAPLACE CORR-          -7.11  (seconds)                    DEFLEC99
 NQ0570  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 NQ0570
 NQ0570  HORZ ORDER  -  THIRD
 NQ0570  VERT ORDER  -  THIRD ? (See Below)
 NQ0570
 NQ0570.The horizontal coordinates were established by classical geodetic methods
 NQ0570.and adjusted by the National Geodetic Survey in January 1997..
 NQ0570
 NQ0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0570.The vertical order pertains to the NGVD 29 superseded value.
 NQ0570
 NQ0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0570
 NQ0570.The geoid height was determined by GEOID03.
 NQ0570
 NQ0570;                    North         East     Units Scale Factor Converg.
 NQ0570;SPC WY E     -   235,694.505   181,077.002   MT  0.99994190   -0 09 22.3
 NQ0570;UTM  13      - 4,718,920.408   467,415.677   MT  0.99961306   -0 16 08.6
 NQ0570
 NQ0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0570!SPC WY E     -   0.99975894  x   0.99994190  =   0.99970086
 NQ0570!UTM  13      -   0.99975894  x   0.99961306  =   0.99937209
 NQ0570
 NQ0570:                Primary Azimuth Mark                     Grid Az
 NQ0570:SPC WY E     -  CHALK                                    022 56 49.7
 NQ0570:UTM  13      -  CHALK                                    023 03 36.0
 NQ0570
 NQ0570|---------------------------------------------------------------------|
 NQ0570| PID    Reference Object                     Distance      Geod. Az  |
 NQ0570|                                                           dddmmss.s |
 NQ0570| NQ0564 CHALK                               APPROX. 5.4 KM 0224727.4 |
 NQ0570|---------------------------------------------------------------------|
 NQ0570
 NQ0570                          SUPERSEDED SURVEY CONTROL
 NQ0570
 NQ0570  NAD 83(1986)-  42 37 19.30894(N)    105 23 50.41095(W) AD(       ) 3
 NQ0570  NAD 27      -  42 37 19.42506(N)    105 23 48.46406(W) AD(       ) 3
 NQ0570  NGVD 29 (07/19/86) 1550.3    (m)         5086.     (f) LEVELING    3  
 NQ0570
 NQ0570.Superseded values are not recommended for survey control.
 NQ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0570.See file dsdata.txt to determine how the superseded data were derived.
 NQ0570
 NQ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6741618920(NAD 83)
 NQ0570_MARKER: DD = SURVEY DISK
 NQ0570_SETTING: 0 = UNSPECIFIED SETTING
 NQ0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0570
 NQ0570  HISTORY     - Date     Condition        Report By
 NQ0570  HISTORY     - 1948     MONUMENTED       USGS
 NQ0570
 NQ0570                          STATION DESCRIPTION
 NQ0570
 NQ0570'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0570'LOCATED ABOUT 10 MI. S. OF DOUGLAS, WYOMING, ALONG THE
 NQ0570'DOUGLAS-ESTERBROOK RD.
 NQ0570'
 NQ0570'TO REACH FROM JUNCTION OF BURLINGTON RAILROAD CROSSING AND U.S.
 NQ0570'HIGHWAY 87 IN DOUGLAS, WYOMING, GO E. THREE BLOCKS ON U.S. 87, THENCE
 NQ0570'RIGHT 0.85 MI. TO JUNCTION U.S. 87 AND ESTERBROOK RD., CONTINUE
 NQ0570'STRAIGHT (S.) ON DIRT RD. 0.6 MI. TO Y-RD., TURN RIGHT (W.) OVER 2
 NQ0570'RAILROAD CROSSINGS 0.1 MI., THENCE LEFT (S.) 1.0 MI. TO Y-RD., TURN
 NQ0570'RIGHT (W.) 1.0 MI., THENCE LEFT (S.) AND GO 7.45 MI. IN A
 NQ0570'SOUTHWESTERLY DIRECTION TO INTERSECTION OF ESTERBROOK RD. AND RANCH
 NQ0570'RD. OF CAROTHERS AND GEORGE (POISON LAKE RD.), THENCE 607 FT. S. ALONG
 NQ0570'W. FENCE LINE TO STATION 1 FT. NW. FENCE POST (WHITE) AND 37 FT. W.
 NQ0570'CENTER OF RD.
 NQ0570'
 NQ0570'STATION MARK--A STANDARD TABLET STAMPED ---SW. 23 1948 5086--- AND
 NQ0570'SET IN CONCRETE POST EXTENDING 2 IN. ABOVE GROUND.
 NQ0570'
 NQ0570'REFERENCE MARK NO. 1--A 1/2 IN. PIPE EXTENDING ABOVE GROUND 3 IN. AND
 NQ0570'IS IN FENCE LINE N. OF STATION 470.75 FT., S 05 DEG 54 MIN W.
 NQ0570'
 NQ0570'REFERENCE MARK NO. 2--A STANDARD COPPER NAIL AND WASHER IN CONCRETE
 NQ0570'POST EXTENDING 3 IN. ABOVE GROUND IN E. FENCE LINE, 73.5 FT. E. OF
 NQ0570'STATION, N 83 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1148 ***********************************************************************
 MO1148  DESIGNATION -  SWAN
 MO1148  PID         -  MO1148
 MO1148  STATE/COUNTY-  WY/PLATTE
 MO1148  USGS QUAD   -  DICKINSON HILL (1990)
 MO1148
 MO1148                         *CURRENT SURVEY CONTROL
 MO1148  ___________________________________________________________________
 MO1148* NAD 83(1993)-  41 53 10.24255(N)    104 41 03.50197(W)     ADJUSTED  
 MO1148* NAVD 88     -      1598.     (meters)    5243.     (feet)  SCALED    
 MO1148  ___________________________________________________________________
 MO1148  LAPLACE CORR-         -11.60  (seconds)                    DEFLEC99
 MO1148  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 MO1148
 MO1148  HORZ ORDER  -  THIRD
 MO1148
 MO1148.The horizontal coordinates were established by classical geodetic methods
 MO1148.and adjusted by the National Geodetic Survey in January 1997..
 MO1148
 MO1148.The orthometric height was scaled from a topographic map.
 MO1148
 MO1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1148
 MO1148.The geoid height was determined by GEOID03.
 MO1148
 MO1148;                    North         East     Units Scale Factor Converg.
 MO1148;SPC WY E     -   154,048.613   240,032.630   MT  0.99995721   +0 19 19.4
 MO1148;UTM  13      - 4,637,187.054   526,191.573   MT  0.99960844   +0 12 38.8
 MO1148
 MO1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1148!SPC WY E     -   0.99975191  x   0.99995721  =   0.99970913
 MO1148!UTM  13      -   0.99975191  x   0.99960844  =   0.99936045
 MO1148
 MO1148:                Primary Azimuth Mark                     Grid Az
 MO1148:SPC WY E     -  TRACTOR                                  067 49 48.8
 MO1148:UTM  13      -  TRACTOR                                  067 56 29.4
 MO1148
 MO1148|---------------------------------------------------------------------|
 MO1148| PID    Reference Object                     Distance      Geod. Az  |
 MO1148|                                                           dddmmss.s |
 MO1148| CQ4256 TRACTOR                                            0680908.2 |
 MO1148| CQ4176 SWAN RM 1                            14.765 METERS 08904     |
 MO1148| CQ4177 SWAN RM 2                            14.244 METERS 26932     |
 MO1148|---------------------------------------------------------------------|
 MO1148
 MO1148                          SUPERSEDED SURVEY CONTROL
 MO1148
 MO1148  NAD 83(1986)-  41 53 10.22475(N)    104 41 03.50082(W) AD(       ) 3
 MO1148  NAD 27      -  41 53 10.33460(N)    104 41 01.62850(W) AD(       ) 3
 MO1148
 MO1148.Superseded values are not recommended for survey control.
 MO1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1148.See file dsdata.txt to determine how the superseded data were derived.
 MO1148
 MO1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2619237187(NAD 83)
 MO1148_MARKER: DS = TRIANGULATION STATION DISK
 MO1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1148
 MO1148  HISTORY     - Date     Condition        Report By
 MO1148  HISTORY     - 1963     MONUMENTED       CGS
 MO1148
 MO1148                          STATION DESCRIPTION
 MO1148
 MO1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MO1148'THE STATION IS LOCATED ON A SMALL RISE ON THE SOUTH SIDE OF
 MO1148'A EAST-WEST SECTION LINE ROAD, ABOUT 7-1/4 MILES EAST AND
 MO1148'1 MILE NORTH OF SLATER ON PROPERTY OWNED BY MR. WALT SWAN.
 MO1148'IN THE SOUTH CENTER OF SECTION 8, T22N R66W.
 MO1148'
 MO1148'TO REACH FROM THE POST OFFICE IN SLATER, GO EAST ON A PAVED
 MO1148'ROAD FOR 5.75 MILES TO THE END OF THE PAVED ROAD, CONTINUE
 MO1148'EAST ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD, TURN
 MO1148'LEFT AND GO NORTH ON A SECTION LINE ROAD FOR 1.0 MILE TO A
 MO1148'EAST WEST SECTION LINE ROAD, TURN RIGHT AND GO EAST ON THE
 MO1148'SECTION LINE ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 MO1148'
 MO1148'THE STATION MARK IS A STANDARD DISK STAMPED SWAN 1963, SET
 MO1148'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 MO1148'6-INCHES.  IT IS 27 FEET SOUTH OF THE CENTER OF A SECTION LINE
 MO1148'ROAD AND 4.8 FEET SOUTHEAST OF A WITNESS POST.
 MO1148'
 MO1148'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SWAN NO 1 1963,
 MO1148'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 MO1148'6-INCHES.  IT IS 44.1 FEET EAST OF THE WITNESS POST AND 27 FEET
 MO1148'SOUTH OF THE CENTER OF THE TRACK ROAD.
 MO1148'
 MO1148'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SWAN NO 2 1963,
 MO1148'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 MO1148'6-INCHES.  IT IS 51.2 FEET WEST OF THE WITNESS POST AND 27
 MO1148'FEET SOUTH OF THE CENTER TRACK ROAD.
 MO1148'
 MO1148'THE AZIMUTH MARK IS A USGS BM STAMPED TRACTOR 1947, SET IN THE
 MO1148'TOP OF A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 2-INCHES.
 MO1148'IT IS 12 FEET SOUTH OF A FENCE AND 1.9 FEET NORTHWEST OF
 MO1148'A WITNESS POST.
 MO1148'
 MO1148'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 MO1148'SECTION LINE ROAD FOR 0.5 MILE TO A NORTH-SOUTH SECTION LINE
 MO1148'ROAD, TURN LEFT AND GO NORTH ON A SECTION LINE ROAD FOR 0.2
 MO1148'MILE TO A FENCE CORNER, TURN RIGHT AND GO EAST ALONG THE SOUTH
 MO1148'SIDE OF A FENCE LINE FOR 0.1 MILE TO THE TOP OF A SMALL HILL
 MO1148'AND THE AZIMUTH MARK ON THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1294 ***********************************************************************
 MO1294  DESIGNATION -  SWAN
 MO1294  PID         -  MO1294
 MO1294  STATE/COUNTY-  WY/ALBANY
 MO1294  USGS QUAD   -  MC GILL LAKES (1981)
 MO1294
 MO1294                         *CURRENT SURVEY CONTROL
 MO1294  ___________________________________________________________________
 MO1294* NAD 83(1993)-  41 45 12.33988(N)    105 37 48.88522(W)     ADJUSTED  
 MO1294* NAVD 88     -      2246.60   (+/-2cm)    7370.7    (feet)  VERTCON   
 MO1294  ___________________________________________________________________
 MO1294  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 MO1294  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 MO1294
 MO1294  HORZ ORDER  -  SECOND
 MO1294  VERT ORDER  -  THIRD ? (See Below)
 MO1294
 MO1294.The horizontal coordinates were established by classical geodetic methods
 MO1294.and adjusted by the National Geodetic Survey in January 1997..
 MO1294
 MO1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1294.The vertical order pertains to the NGVD 29 superseded value.
 MO1294
 MO1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1294
 MO1294.The geoid height was determined by GEOID03.
 MO1294
 MO1294;                    North         East     Units Scale Factor Converg.
 MO1294;SPC WY E     -   139,296.292   161,446.553   MT  0.99995578   -0 18 31.4
 MO1294;UTM  13      - 4,622,592.089   447,603.397   MT  0.99963378   -0 25 10.9
 MO1294
 MO1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1294!SPC WY E     -   0.99964958  x   0.99995578  =   0.99960538
 MO1294!UTM  13      -   0.99964958  x   0.99963378  =   0.99928349
 MO1294
 MO1294|---------------------------------------------------------------------|
 MO1294| PID    Reference Object                     Distance      Geod. Az  |
 MO1294|                                                           dddmmss.s |
 MO1294| CQ4174 SWAN RM 1                             9.625 METERS 02117     |
 MO1294| CQ4175 SWAN RM 2                            10.276 METERS 11108     |
 MO1294| CQ4173 SWAN AZ MK                                         2304937.3 |
 MO1294|---------------------------------------------------------------------|
 MO1294
 MO1294                          SUPERSEDED SURVEY CONTROL
 MO1294
 MO1294  NAD 83(1986)-  41 45 12.32488(N)    105 37 48.88052(W) AD(       ) 2
 MO1294  NAD 27      -  41 45 12.42600(N)    105 37 46.90300(W) AD(       ) 2
 MO1294  NGVD 29 (07/19/86) 2245.58   (m)         7367.4    (f) LEVELING    3  
 MO1294
 MO1294.Superseded values are not recommended for survey control.
 MO1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1294.See file dsdata.txt to determine how the superseded data were derived.
 MO1294
 MO1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG4760322592(NAD 83)
 MO1294_MARKER: DS = TRIANGULATION STATION DISK
 MO1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1294
 MO1294  HISTORY     - Date     Condition        Report By
 MO1294  HISTORY     - 1948     MONUMENTED       CGS
 MO1294  HISTORY     - 1953     GOOD             USGS
 MO1294
 MO1294                          STATION DESCRIPTION
 MO1294
 MO1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1294'STATION LOCATED ABOUT 13 MILES AIRLINE NORTH OF BOSLER,
 MO1294'6 MILES AIRLINE SOUTH OF THE HEADGATE OF THE WHEATLAND RESERVOIR
 MO1294'AND DAM, ON WEST END OF FARTHEST WEST SPUR OF MAIN, PROMINENT
 MO1294'BENCH WHICH IS ROCKY AND BARE, 6 FEET EAST OF A WHITE WITNESS
 MO1294'POST, PROJECTS 4 INCHES, AND STAMPED, SWAN 1948.
 MO1294'
 MO1294'REFERENCE MARK NO. 1 IS ABOUT 6 INCHES LOWER THAN STATION,
 MO1294'PROJECTS 4 INCHES, AND STAMPED, SWAN NO 1 1948.
 MO1294'
 MO1294'REFERENCE MARK NO. 2 IS ABOUT 6 INCHES LOWER THAN STATION,
 MO1294'PROJECTS 4 INCHES, AND STAMPED, SWAN NO 2 1948.
 MO1294'
 MO1294'AZIMUTH MARK IS LOCATED 3 PACES NORTH OF ROAD LEADING TO
 MO1294'STATION, 4 FEET SOUTH OF WHITE WITNESS POST, PROJECTS 4 INCHES,
 MO1294'AND STAMPED, SWAN 1948.
 MO1294'
 MO1294'TO REACH FROM POST OFFICE IN BOSLER, GO NORTHWEST ON U.S.
 MO1294'HIGHWAY 30 FOR 8.5 MILES TO A SHED ON LEFT AND A ROAD RIGHT.
 MO1294'TURN RIGHT AND FOLLOW MAIN ROAD NORTHERLY FOR 4.4 MILES TO A
 MO1294'FORK.  KEEP LEFT FORK, MAIN ROAD, AND GO 2.1 MILES TO A CATTLE
 MO1294'GUARD CROSSING.  CONTINUE NORTHEASTERLY ON MAIN ROAD FOR
 MO1294'2.25 MILES TO FORK.  KEEP LEFT FORK AND GO 0.3 MILE TO FORK.
 MO1294'TAKE RIGHT FORK AND GO 0.7 MILE TO A STEEL BRIDGE OVER RIVER.
 MO1294'CROSS BRIDGE AND TAKE MIDDLE FORK OF THREE AND GO SOUTHEAST
 MO1294'UP RIDGE FOR 0.75 MILE TO FORK.  KEEP LEFT FORK AND FOLLOW
 MO1294'MAIN ROAD FOR 2.0 MILES TO GATE.  PASS THROUGH AND GO 0.5
 MO1294'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED ABOVE.  CONTINUE
 MO1294'ON ROAD FOR 0.25 MILE TO TOP OF SPUR.  TURN LEFT, LEAVING
 MO1294'ROAD, AND GO ABOUT 100 FEET TO STATION AS DESCRIBED ABOVE.
 MO1294'A DRIVE STATION.
 MO1294
 MO1294                          STATION RECOVERY (1953)
 MO1294
 MO1294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MO1294'RECOVERED.
 MO1294'
 MO1294'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---SWAN 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0497 ***********************************************************************
 NQ0497  DESIGNATION -  SWAY
 NQ0497  PID         -  NQ0497
 NQ0497  STATE/COUNTY-  WY/PLATTE
 NQ0497  USGS QUAD   -  WHEATLAND NE (1990)
 NQ0497
 NQ0497                         *CURRENT SURVEY CONTROL
 NQ0497  ___________________________________________________________________
 NQ0497* NAD 83(1993)-  42 14 54.86948(N)    104 50 39.80304(W)     ADJUSTED  
 NQ0497* NAVD 88     -      1476.     (meters)    4843.     (feet)  SCALED    
 NQ0497  ___________________________________________________________________
 NQ0497  LAPLACE CORR-          -8.16  (seconds)                    DEFLEC99
 NQ0497  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NQ0497
 NQ0497  HORZ ORDER  -  THIRD
 NQ0497
 NQ0497.The horizontal coordinates were established by classical geodetic methods
 NQ0497.and adjusted by the National Geodetic Survey in January 1997..
 NQ0497
 NQ0497.The orthometric height was scaled from a topographic map.
 NQ0497
 NQ0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0497
 NQ0497.The geoid height was determined by GEOID03.
 NQ0497
 NQ0497;                    North         East     Units Scale Factor Converg.
 NQ0497;SPC WY E     -   194,236.906   226,595.072   MT  0.99994620   +0 13 00.1
 NQ0497;UTM  13      - 4,677,387.526   512,836.996   MT  0.99960203   +0 06 16.6
 NQ0497
 NQ0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0497!SPC WY E     -   0.99977087  x   0.99994620  =   0.99971708
 NQ0497!UTM  13      -   0.99977087  x   0.99960203  =   0.99937299
 NQ0497
 NQ0497:                Primary Azimuth Mark                     Grid Az
 NQ0497:SPC WY E     -  SWAY AZ MK                               051 40 12.1
 NQ0497:UTM  13      -  SWAY AZ MK                               051 46 55.6
 NQ0497
 NQ0497|---------------------------------------------------------------------|
 NQ0497| PID    Reference Object                     Distance      Geod. Az  |
 NQ0497|                                                           dddmmss.s |
 NQ0497| CQ4178 SWAY AZ MK                                         0515312.2 |
 NQ0497| CQ4179 SWAY RM 1                            10.936 METERS 26547     |
 NQ0497| CQ4180 SWAY RM 2                             9.041 METERS 33038     |
 NQ0497|---------------------------------------------------------------------|
 NQ0497
 NQ0497                          SUPERSEDED SURVEY CONTROL
 NQ0497
 NQ0497  NAD 83(1986)-  42 14 54.84799(N)    104 50 39.79735(W) AD(       ) 3
 NQ0497  NAD 27      -  42 14 54.95750(N)    104 50 37.91530(W) AD(       ) 3
 NQ0497
 NQ0497.Superseded values are not recommended for survey control.
 NQ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0497.See file dsdata.txt to determine how the superseded data were derived.
 NQ0497
 NQ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG1283777388(NAD 83)
 NQ0497_MARKER: DS = TRIANGULATION STATION DISK
 NQ0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0497
 NQ0497  HISTORY     - Date     Condition        Report By
 NQ0497  HISTORY     - 1963     MONUMENTED       CGS
 NQ0497
 NQ0497                          STATION DESCRIPTION
 NQ0497
 NQ0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0497'THE STATION IS LOCATED ABOUT 5 MILES WEST AND 2 MILES SOUTH OF
 NQ0497'GUERNSEY, IN THE NW 1/4 OF SEC. 12 T26N R67W, ON A LOW KNOLL
 NQ0497'IN PASTURE LAND.
 NQ0497'
 NQ0497'TO REACH THE STATION FROM THE POST OFFICE IN GUERNSEY, GO NORTH
 NQ0497'1 BLOCK TO U.S. HIGHWAY 26.  TURN LEFT AND GO WEST AND SOUTHWEST
 NQ0497'ON U.S. HIGHWAY 26 FOR 4.7 MILES TO THE AZIMUTH MARK ON THE
 NQ0497'RIGHT, NORTHWEST, SIDE OF THE HIGHWAY ON TOP OF A HIGH CUT
 NQ0497'BANK.  CONTINUE AHEAD, SOUTHWEST, FOR 1.2 MILES TO A WIRE
 NQ0497'GATE ON THE LEFT, SOUTHEAST, SIDE OF THE HIGHWAY.  TURN LEFT,
 NQ0497'PASS THROUGH THE GATE AND GO EAST-SOUTHEAST, ACROSS COUNTRY,
 NQ0497'FOR 0.1 MILE TO THE HIGHEST POINT IN THE GENERAL VICINITY AND
 NQ0497'THE STATION.
 NQ0497'
 NQ0497'THE STATION MARK IS A STANDARD DISK, STAMPED SWAY 1963, SET
 NQ0497'IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS
 NQ0497'2 INCHES.  IT IS 185 FEET SOUTH OF A FENCE LINE AND 4.4 FEET
 NQ0497'SOUTHWEST OF A WITNESS POST.
 NQ0497'
 NQ0497'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED SWAY NO 1
 NQ0497'1963, SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 NQ0497'THAT PROJECTS 1 INCH.  IT IS 39.9 FEET WEST OF A WITNESS POST.
 NQ0497'
 NQ0497'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED SWAY NO 2
 NQ0497'1963, SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 NQ0497'THAT PROJECTS 1 INCH.  IT IS 29.6 FEET NORTHWEST OF A WITNESS
 NQ0497'POST.
 NQ0497'
 NQ0497'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED SWAY 1963, SET
 NQ0497'IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS
 NQ0497'1 INCH.  IT IS 1.8 FEET WEST OF A WITNESS POST AND 1.0 FEET
 NQ0497'NORTHWEST OF A FENCE LINE.
 NQ0497'
 NQ0497'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 35.55 FEET OR
 NQ0497'10.836 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0204 ***********************************************************************
 NS0204  DESIGNATION -  SWEET
 NS0204  PID         -  NS0204
 NS0204  STATE/COUNTY-  WY/FREMONT
 NS0204  USGS QUAD   -  LEWISTON LAKES (1978)
 NS0204
 NS0204                         *CURRENT SURVEY CONTROL
 NS0204  ___________________________________________________________________
 NS0204* NAD 83(1993)-  42 25 38.33216(N)    108 24 08.55806(W)     ADJUSTED  
 NS0204* NAVD 88     -      2321.5    (meters)    7616.     (feet)  VERTCON   
 NS0204  ___________________________________________________________________
 NS0204  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 NS0204  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 NS0204
 NS0204  HORZ ORDER  -  THIRD
 NS0204
 NS0204.The horizontal coordinates were established by classical geodetic methods
 NS0204.and adjusted by the National Geodetic Survey in January 1997..
 NS0204
 NS0204.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0204
 NS0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0204
 NS0204.The geoid height was determined by GEOID03.
 NS0204
 NS0204;                    North         East     Units Scale Factor Converg.
 NS0204;SPC WYWC     -   214,098.292   628,605.548   MT  0.99994756   +0 14 04.3
 NS0204;UTM  12      - 4,700,491.471   713,690.338   MT  1.00016186   +1 45 11.4
 NS0204
 NS0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0204!SPC WYWC     -   0.99963801  x   0.99994756  =   0.99958559
 NS0204!UTM  12      -   0.99963801  x   1.00016186  =   0.99979981
 NS0204
 NS0204:                Primary Azimuth Mark                     Grid Az
 NS0204:SPC WYWC     -  CAMP                                     132 38 45.8
 NS0204:UTM  12      -  CAMP                                     131 07 38.7
 NS0204
 NS0204|---------------------------------------------------------------------|
 NS0204| PID    Reference Object                     Distance      Geod. Az  |
 NS0204|                                                           dddmmss.s |
 NS0204| NS0202 CAMP                                APPROX. 2.6 KM 1325250.1 |
 NS0204|---------------------------------------------------------------------|
 NS0204
 NS0204                          SUPERSEDED SURVEY CONTROL
 NS0204
 NS0204  NAD 83(1986)-  42 25 38.31694(N)    108 24 08.55842(W) AD(       ) 3
 NS0204  NAD 27      -  42 25 38.46970(N)    108 24 06.18370(W) AD(       ) 3
 NS0204  NGVD 29 (07/19/86) 2320.3    (m)         7613.     (f) VERT ANG       
 NS0204
 NS0204.Superseded values are not recommended for survey control.
 NS0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0204.See file dsdata.txt to determine how the superseded data were derived.
 NS0204
 NS0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN1369000491(NAD 83)
 NS0204
 NS0204  HISTORY     - Date     Condition        Report By
 NS0204  HISTORY     - 1951     MONUMENTED       USGS
 NS0204  HISTORY     - 1953     GOOD             USGS
 NS0204
 NS0204                          STATION DESCRIPTION
 NS0204
 NS0204'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (HLP)
 NS0204'LOCATED IN SW. 1/4 SEC.3, T.28 N., R. 97 W.
 NS0204'
 NS0204'TO REACH FROM INTERSECTION OF STATE HIGHWAY 28 AND U.S.HIGHWAY 287,7.0
 NS0204'MI.E. OF LANDER,WYOMING,PROCEED E.ON HIGHWAY 287 26.7 MI.TO A DIRT RD.
 NS0204'S.FROM HIGHWAY. TURN RIGHT -S- AND PROCEED ON MAIN TRAVELLED RD.1.0
 NS0204'MI.TO A Y-RD. TURN RIGHT GO 3.9 MI.TO A Y-RD. TURN LEFT AND GO 3.7 MI.
 NS0204'CROSSING SWEETWATER RIVER AND TO ELLIS RANCH.  PASS THRU GATE,
 NS0204'PROCEED 1.7 MI. TO A DIM Y-RD.  TURN LEFT GO 1.1 MI. TO Y-RD. TURN
 NS0204'RIGHT, GO 2.5 MI. TO A Y-RD. AND A SMALL MEADOW.  PROCEED RIGHT OR DUE
 NS0204'W. 1.5 MI. TO X-RD.  TURN RIGHT -N- GO 0.8 MI. THENCE CROSS COUNTRY
 NS0204'W. UP E. SLOPE OF HILL 0.4 MI. TO TOP OF HILL AND STATION SITE.
 NS0204'
 NS0204'RECOVERED BY H.L.PLANSOEN, 1953.
 NS0204'
 NS0204'STATION MARK - STANDARD BRONZE TABLET, CEMENTED IN A CONCRETE MONUMENT
 NS0204'SET FLUSH WITH SURFACE OF GROUND, STAMPED ---SWEET 1951,
 NS0204'
 NS0204'REFERENCE MARK NO.1 STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 NS0204'SOLID ROCK OUTCROP, STAMPED ---SWEET NO.1 1951---, 67.51 FT. FROM
 NS0204'STATION, N 67 DEG 26 MIN E.
 NS0204'
 NS0204'REFEFENCE MARK NO.2 - STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 NS0204'SOLID ROCK OUTCROP, STAMPED ---SWEET NO.2 1951---, 90.21 FT. FROM
 NS0204'STATION, N 46 DEG 28 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0468 ***********************************************************************
 MQ0468  DESIGNATION -  SWEETWATER COUNTY TV CORP MAST
 MQ0468  PID         -  MQ0468
 MQ0468  STATE/COUNTY-  WY/SWEETWATER
 MQ0468  USGS QUAD   -  KANDA (1978)
 MQ0468
 MQ0468                         *CURRENT SURVEY CONTROL
 MQ0468  ___________________________________________________________________
 MQ0468* NAD 83(1993)-  41 34 41.77817(N)    109 19 15.08722(W)     ADJUSTED  
 MQ0468* NAVD 88     -                                                        
 MQ0468  ___________________________________________________________________
 MQ0468  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 MQ0468  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 MQ0468
 MQ0468  HORZ ORDER  -  THIRD
 MQ0468
 MQ0468.The horizontal coordinates were established by classical geodetic methods
 MQ0468.and adjusted by the National Geodetic Survey in January 1997..
 MQ0468
 MQ0468
 MQ0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0468
 MQ0468.The geoid height was determined by GEOID03.
 MQ0468
 MQ0468;                    North         East     Units Scale Factor Converg.
 MQ0468;SPC WYWC     -   119,897.009   552,395.897   MT  0.99996538   -0 22 43.9
 MQ0468;UTM  12      - 4,604,315.385   639,979.430   MT  0.99984113   +1 06 52.3
 MQ0468
 MQ0468                          SUPERSEDED SURVEY CONTROL
 MQ0468
 MQ0468  NAD 83(1986)-  41 34 41.77099(N)    109 19 15.08240(W) AD(       ) 4
 MQ0468  NAD 27      -  41 34 41.89800(N)    109 19 12.60800(W) AD(       ) 3
 MQ0468
 MQ0468.Superseded values are not recommended for survey control.
 MQ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0468.See file dsdata.txt to determine how the superseded data were derived.
 MQ0468
 MQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM3997904315(NAD 83)
 MQ0468_MARKER: 42 = RADIO/TV MAST
 MQ0468
 MQ0468  HISTORY     - Date     Condition        Report By
 MQ0468  HISTORY     - 1962     FIRST OBSERVED   CGS
 MQ0468  HISTORY     - 1974     GOOD             NGS
 MQ0468  HISTORY     - 1981     GOOD             NGS
 MQ0468
 MQ0468                          STATION DESCRIPTION
 MQ0468
 MQ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0468'STATION IS ON A HIGH MESA, ABOUT 7-1/2 MILES EAST AND 3-1/2
 MQ0468'MILES NORTH OF GREEN RIVER AND 5-1/2 MILES WEST OF ROCK SPRINGS.
 MQ0468'
 MQ0468'IT IS CONSTRUCTED OF STRUCTURAL STEEL AND ALTERNATE SECTIONS
 MQ0468'ARE PAINTED RED AND WHITE.  IT IS 366 FEET HIGH.  THE POINT
 MQ0468'INTERSECTED WAS THE APEX OF THE MAST.
 MQ0468
 MQ0468                          STATION RECOVERY (1974)
 MQ0468
 MQ0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MQ0468'THE OLD NAME OF THIS STATION WAS SWEETWATER COUNTY TELEVISION
 MQ0468'CORP MAST, IT WAS CHANGED AT THIS TIME TO CONFORM WITH THE
 MQ0468'RULING OF SHORTER NAMES FOR INTERSECTION STATIONS.
 MQ0468'
 MQ0468'THE 1962 DESCRIPTION IS ADEQUATE.
 MQ0468'
 MQ0468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES
 MQ0468'WEST OF ROCK SPRINGS.
 MQ0468
 MQ0468                          STATION RECOVERY (1981)
 MQ0468
 MQ0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GFS)
 MQ0468'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 MQ0468'
 MQ0468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES WEST
 MQ0468'OF ROCK SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2128 ***********************************************************************
 AA2128  CBN         -  This is a Cooperative Base Network Control Station.
 AA2128  DESIGNATION -  SWSA 9 RESET
 AA2128  PID         -  AA2128
 AA2128  STATE/COUNTY-  WY/SWEETWATER
 AA2128  USGS QUAD   -  LINWOOD CANYON (1996)
 AA2128
 AA2128                         *CURRENT SURVEY CONTROL
 AA2128  ___________________________________________________________________
 AA2128* NAD 83(1993)-  41 00 25.96055(N)    109 39 45.84771(W)     ADJUSTED  
 AA2128* NAVD 88     -      1858.0    (meters)    6096.     (feet)  GPS OBS   
 AA2128  ___________________________________________________________________
 AA2128  X           -  -1,622,337.631 (meters)                     COMP
 AA2128  Y           -  -4,540,315.758 (meters)                     COMP
 AA2128  Z           -   4,164,237.326 (meters)                     COMP
 AA2128  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AA2128  ELLIP HEIGHT-        1843.71  (meters)          (09/07/01) GPS OBS
 AA2128  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 AA2128
 AA2128  HORZ ORDER  -  B
 AA2128  ELLP ORDER  -  FOURTH    CLASS I
 AA2128
 AA2128.The horizontal coordinates were established by GPS observations
 AA2128.and adjusted by the National Geodetic Survey in October 1994..
 AA2128
 AA2128.The orthometric height was determined by GPS observations and a
 AA2128.high-resolution geoid model.
 AA2128
 AA2128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2128
 AA2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2128
 AA2128.The ellipsoidal height was determined by GPS observations
 AA2128.and is referenced to NAD 83.
 AA2128
 AA2128.The geoid height was determined by GEOID03.
 AA2128
 AA2128;                    North         East     Units Scale Factor Converg.
 AA2128;SPC WYWC     -    56,723.159   523,219.543   MT  1.00001003   -0 35 56.1
 AA2128;UTM  12      - 4,540,418.758   612,455.175   MT  0.99975565   +0 52 39.2
 AA2128
 AA2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2128!SPC WYWC     -   0.99971088  x   1.00001003  =   0.99972091
 AA2128!UTM  12      -   0.99971088  x   0.99975565  =   0.99946660
 AA2128
 AA2128                          SUPERSEDED SURVEY CONTROL
 AA2128
 AA2128.No superseded survey control is available for this station.
 AA2128
 AA2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL1245540419(NAD 83)
 AA2128_MARKER: DD = SURVEY DISK
 AA2128_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA2128_STAMPING: SWSA 9
 AA2128_MARK LOGO: WYDT  
 AA2128_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2128+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2128
 AA2128  HISTORY     - Date     Condition        Report By
 AA2128  HISTORY     - 1993     MONUMENTED       WYDT
 AA2128
 AA2128                          STATION DESCRIPTION
 AA2128
 AA2128'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1993 (RR)
 AA2128'NOTE--MILAGES FROM GREEN RIVER WILL CHANGE DUE TO HIGHWAY REALIGNMENT
 AA2128'NOW IN PROGRESS. STATION IS LOCATED ABOUT 63 KM (39.15 MI)
 AA2128'SOUTH-SOUTHWEST OF GREEN RIVER, 1.5 KM (0.95 MI) NORTH OF THE
 AA2128'WYOMING-UTAH STATE LINE, 7 KM (4.35 MI) WEST OF FLAMING GORGE, ALONG
 AA2128'STATE HIGHWAY 530, ON THE RIGHT-OF-WAY, 0.55 KM (0.35 MI) NORTHEAST
 AA2128'ALONG THE HIGHWAY FROM THE BRIDGE OVER HENRYS FORK, ON A SLOPE LEADING
 AA2128'SOUTH FROM RIMROCK, ON THE OUTSIDE OF A CURVE, IN CENTRAL SECTION 23,
 AA2128'T 12 N, R 109 W. OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION. TO
 AA2128'REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAYS 80, 80
 AA2128'BUSINESS, US HIGHWAYS 30, 30 BUSINESS, AND STATE HIGHWAY 530 (EXIT 91)
 AA2128'ON THE EAST SIDE OF GREEN RIVER, GO WEST ON HIGHWAYS 30, 80 BUSINESS
 AA2128'AND 530 FOR 1.58 KM (1.00 MI) TO A CROSS STREET IN GREEN RIVER.  TURN
 AA2128'RIGHT, NORTH, EAST, THEN SOUTH, ON HIGHWAY 530 (PASSING OVER RAILROAD
 AA2128'YARDS) FOR 31.05 KM (19.30 MI) TO COUNTY ROAD 1 (MCKINNON JUNCTION) ON
 AA2128'THE RIGHT.  KEEP LEFT ON HIGHWAY 530 FOR 38.6 KM (24.00 MI) TO LUCERNE
 AA2128'VALLEY ROAD (PAVED) ON THE LEFT.  CONTINUE AHEAD FOR 0.55 KM (0.35 MI)
 AA2128'TO THE STATION ON THE RIGHT. STATION MARK IS A DISK ON AN ALUMINUM ROD
 AA2128'ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH
 AA2128'THE GROUND.  IT IS 23.3 M (76.4 FT) NORTH OF, AND LEVEL WITH THE
 AA2128'HIGHWAY CENTER, 0.5 M (1.6 FT) EAST OF A SHORT METAL WITNESS POST, 4.7
 AA2128'M (15.4 FT) SOUTH OF THE RIGHT-OF-WAY FENCE, AND 4.7 M (15.4 FT)
 AA2128'SOUTH-SOUTHWEST OF THE CENTER ONE OF THREE RAILROAD TIE FENCE POSTS AT
 AA2128'BEND IN FENCE LINE. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2127 ***********************************************************************
 AA2127  FBN         -  This is a Federal Base Network Control Station.
 AA2127  DESIGNATION -  SWWYGPS 48
 AA2127  PID         -  AA2127
 AA2127  STATE/COUNTY-  WY/SWEETWATER
 AA2127  USGS QUAD   -  RED DESERT (1970)
 AA2127
 AA2127                         *CURRENT SURVEY CONTROL
 AA2127  ___________________________________________________________________
 AA2127* NAD 83(1993)-  41 39 12.67718(N)    108 06 57.58249(W)     ADJUSTED  
 AA2127* NAVD 88     -      2051.9    (meters)    6732.     (feet)  GPS OBS   
 AA2127  ___________________________________________________________________
 AA2127  X           -  -1,484,493.465 (meters)                     COMP
 AA2127  Y           -  -4,537,523.479 (meters)                     COMP
 AA2127  Z           -   4,218,281.326 (meters)                     COMP
 AA2127  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AA2127  ELLIP HEIGHT-        2037.05  (meters)          (02/28/01) GPS OBS
 AA2127  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 AA2127
 AA2127  HORZ ORDER  -  B
 AA2127  ELLP ORDER  -  SECOND    CLASS I
 AA2127
 AA2127.The horizontal coordinates were established by GPS observations
 AA2127.and adjusted by the National Geodetic Survey in October 1994..
 AA2127
 AA2127.The orthometric height was determined by GPS observations and a
 AA2127.high-resolution geoid model.
 AA2127
 AA2127.Photographs are available for this station.
 AA2127
 AA2127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2127
 AA2127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2127
 AA2127.The ellipsoidal height was determined by GPS observations
 AA2127.and is referenced to NAD 83.
 AA2127
 AA2127.The geoid height was determined by GEOID03.
 AA2127
 AA2127;                    North         East     Units Scale Factor Converg.
 AA2127;SPC WYWC     -   128,290.967   652,808.595   MT  0.99997181   +0 25 17.0
 AA2127;UTM  12      - 4,615,327.079   740,149.697   MT  1.00030976   +1 55 03.7
 AA2127
 AA2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2127!SPC WYWC     -   0.99968059  x   0.99997181  =   0.99965241
 AA2127!UTM  12      -   0.99968059  x   1.00030976  =   0.99999026
 AA2127
 AA2127                          SUPERSEDED SURVEY CONTROL
 AA2127
 AA2127  ELLIP H (10/19/94) 2037.02   (m)                       GP(       ) 4 1
 AA2127
 AA2127.Superseded values are not recommended for survey control.
 AA2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2127.See file dsdata.txt to determine how the superseded data were derived.
 AA2127
 AA2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM4015015327(NAD 83)
 AA2127_MARKER: DB = BENCH MARK DISK
 AA2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2127_STAMPING: SWWYGPS 48 1993
 AA2127_MARK LOGO: CGS   
 AA2127_PROJECTION: FLUSH
 AA2127_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2127+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1999
 AA2127_ROD/PIPE-DEPTH: 3.2  meters
 AA2127
 AA2127  HISTORY     - Date     Condition        Report By
 AA2127  HISTORY     - 1993     MONUMENTED       WYDT
 AA2127  HISTORY     - 19990714 GOOD             NGS
 AA2127
 AA2127                          STATION DESCRIPTION
 AA2127
 AA2127'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1993 (RR)
 AA2127'STATION IS LOCATED ABOUT 11 KM (6.85 MI) WEST OF WAMSUTTER, AT RED
 AA2127'DESERT, AT THE EXTREME EAST END OF THE INTERSTATE HIGHWAY 80 EASTBOUND
 AA2127'SERVICE ROAD/ENTRANCE RAMP, BETWEEN THE RAMP AND THE RIGHT-OF-WAY
 AA2127'FENCE, IN THE NORTHEAST 1/4 OF SECTION 4, T 19 N, R 95 W.
 AA2127'OWNERSHIP--WYOMING DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE
 AA2127'UNDERPASS AT EXIT 165 OF INTERSTATE HIGHWAY 80 AT RED DESERT, GO SOUTH
 AA2127'ON PAVED ROAD FOR 0.07 KM (0.05 MI) TO ITS JUNCTION WITH THE SERVICE
 AA2127'ROAD.  TURN LEFT, EAST, ON ROAD FOR 0.85 KM (0.50 MI) TO THE HIGHWAY
 AA2127'OFFRAMP ON THE LEFT.  CONTINUE AHEAD FOR 0.10 KM (0.05 MI) TO SERVICE
 AA2127'STATION PUMPS ON THE RIGHT.  CONTINUE AHEAD FOR 0.11 KM (0.05 MI) TO
 AA2127'THE STATION ON THE RIGHT, ABOUT 30 M (98.4 FT) PAST CURVE IN THE
 AA2127'EASTBOUND RAMP. STATION MARK IS A DISK ON A FINNED ALUMINUM ROD
 AA2127'ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH
 AA2127'THE GROUND.  IT IS 27.9 M (91.5 FT) SOUTH OF THE RAMP CENTER, 2.6 M
 AA2127'(8.5 FT) NORTH-NORTHEAST OF A FENCE CORNER, 0.6 M (2.0 FT) NORTH OF A
 AA2127'FIBERGLASS WITNESS POST, AND 69.0 M (226.4 FT) SOUTHWEST OF A LIGHT
 AA2127'POLE. DESCRIBED BY WHD, TYPED BY GRH
 AA2127
 AA2127                          STATION RECOVERY (1999)
 AA2127
 AA2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA2127'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 AA2127'CONDITION AND AS PREVIOUSLY DESCRIBED.  THE STATION IS A CGS BENCH
 AA2127'MARK DISK SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING
 AA2127'ABOUT 20 CM ABOVE THE GROUND AND ABOUT 0.6 M (2.0 FT) ABOVE THE ROAD.
 AA2127'LOCATED 16.6 M (54.5 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 9.14 M
 AA2127'(29.99 FT) SOUTHEAST OF A SHORT FIBERGLASS WITNESS POST NEAR THE EDGE
 AA2127'OF THE ROAD AND 0.3 M (1.0 FT) NORTHWEST OF A SHORT FIBERGLASS WITNESS
 AA2127'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1184 ***********************************************************************
 MO1184  DESIGNATION -  SYBILLE
 MO1184  PID         -  MO1184
 MO1184  STATE/COUNTY-  WY/ALBANY
 MO1184  USGS QUAD   -  INDIAN GUIDE (1981)
 MO1184
 MO1184                         *CURRENT SURVEY CONTROL
 MO1184  ___________________________________________________________________
 MO1184* NAD 83(1993)-  41 42 56.92650(N)    105 20 50.14161(W)     ADJUSTED  
 MO1184* NAVD 88     -      2184.9    (meters)    7168.     (feet)  VERTCON   
 MO1184  ___________________________________________________________________
 MO1184  LAPLACE CORR-         -10.74  (seconds)                    DEFLEC99
 MO1184  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 MO1184
 MO1184  HORZ ORDER  -  THIRD
 MO1184
 MO1184.The horizontal coordinates were established by classical geodetic methods
 MO1184.and adjusted by the National Geodetic Survey in January 1997..
 MO1184
 MO1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1184
 MO1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1184
 MO1184.The geoid height was determined by GEOID03.
 MO1184
 MO1184;                    North         East     Units Scale Factor Converg.
 MO1184;SPC WY E     -   135,030.641   184,972.123   MT  0.99994028   -0 07 12.6
 MO1184;UTM  13      - 4,618,282.295   471,112.996   MT  0.99961027   -0 13 51.9
 MO1184
 MO1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1184!SPC WY E     -   0.99965932  x   0.99994028  =   0.99959962
 MO1184!UTM  13      -   0.99965932  x   0.99961027  =   0.99926972
 MO1184
 MO1184:                Primary Azimuth Mark                     Grid Az
 MO1184:SPC WY E     -  8 JPU                                    202 18 18.6
 MO1184:UTM  13      -  8 JPU                                    202 24 57.9
 MO1184
 MO1184|---------------------------------------------------------------------|
 MO1184| PID    Reference Object                     Distance      Geod. Az  |
 MO1184|                                                           dddmmss.s |
 MO1184| MO1185 8 JPU                               APPROX. 3.7 KM 2021106.0 |
 MO1184|---------------------------------------------------------------------|
 MO1184
 MO1184                          SUPERSEDED SURVEY CONTROL
 MO1184
 MO1184  NAD 83(1986)-  41 42 56.91083(N)    105 20 50.13713(W) AD(       ) 3
 MO1184  NAD 27      -  41 42 57.00941(N)    105 20 48.19434(W) AD(       ) 3
 MO1184  NGVD 29 (07/19/86) 2184.0    (m)         7165.     (f) VERT ANG       
 MO1184
 MO1184.Superseded values are not recommended for survey control.
 MO1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1184.See file dsdata.txt to determine how the superseded data were derived.
 MO1184
 MO1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG7111318282(NAD 83)
 MO1184_MARKER: DD = SURVEY DISK
 MO1184_SETTING: 66 = SET IN ROCK OUTCROP
 MO1184_SP_SET: SET IN BEDROCK
 MO1184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1184+STABILITY: POSITION/ELEVATION WELL
 MO1184
 MO1184  HISTORY     - Date     Condition        Report By
 MO1184  HISTORY     - 1953     MONUMENTED       USGS
 MO1184
 MO1184                          STATION DESCRIPTION
 MO1184
 MO1184'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MO1184'STATION IS LOCATED ABOUT 21 MI. (AIRLINE) NE. OF BOSLER AND ABOUT 3.6
 MO1184'MI. S. OF WYOMING HIGHWAY 34, IN SEC. 10, T 20 N, R 71 W, ON A SHARP
 MO1184'ROCKY TOP THAT IS THE HIGH POINT OF A LOW MOUNTAIN OVERLOOKING THE
 MO1184'SOUTH SYBILLE CREEK DRAINAGE BASIN TO THE E. AND LYING DUE N. OF A
 MO1184'N-S. RIDGE ON THE SAME MOUNTAIN.
 MO1184'
 MO1184'TO REACH FROM LARAMIE POST OFFICE, GO N. ON U.S. HIGHWAY 30 17.7 MI.
 MO1184'17.7 MI. TO BOSLER JUNCTION, THENCE NE. ON WYOMING HIGHWAY 34 10.4
 MO1184'MI., TURN RIGHT ONTO GRAVEL RD., LOCALLY KNOWN AS THE OLD WHEATLAND
 MO1184'HIGHWAY, GO E. ON MAIN TRAVELED RD. 7.3 MI. TO RD. FORK, TAKE LEFT
 MO1184'FORK AND CONTINUE ON MAIN TRAVELED RD. 4.1 MI. TO RD. FORK AND LARGE
 MO1184'MAIL BOX ON LEFT PAINTED ---BERNER---, TAKE RIGHT FORK AND CONTINUE
 MO1184'ON MAIN TRAVELED RD. 1.6 MI. TO GATE AND FENCE CORNER, LEAVE GRAVEL
 MO1184'RD. AND PASS THRU GATE ON LEFT INTO LARGE PASTURE, FOLLOW DIM TRAIL
 MO1184'NW. AND CROSS DRAIN AT 0.5 MI., PASS THRU GATE AT 0.3 MI. AND FOLLOW
 MO1184'DIM TRAIL NW. 0.5 MI., THEN TURN RIGHT AND GO 0.7 MI. NE. CROSS
 MO1184'COUNTRY TO GATE AT FENCE CORNER, PASS THRU AND GO 0.8 MI. CROSS
 MO1184'COUNTRY IN A NORTHEASTERLY DIRECTION TO FENCE LINE 500 FT. S. OF
 MO1184'STATION.  ABOUT A 5 MINUTE PACK.
 MO1184'
 MO1184'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN BEDROCK, STAMPED
 MO1184'---SYBILLE 1953---.
 MO1184'
 MO1184'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0535 ***********************************************************************
 NQ0535  DESIGNATION -  SYBRANT
 NQ0535  PID         -  NQ0535
 NQ0535  STATE/COUNTY-  WY/CONVERSE
 NQ0535  USGS QUAD   -  SIMPSON DRAW (1970)
 NQ0535
 NQ0535                         *CURRENT SURVEY CONTROL
 NQ0535  ___________________________________________________________________
 NQ0535* NAD 83(1993)-  42 51 11.69701(N)    105 14 34.73533(W)     ADJUSTED  
 NQ0535* NAVD 88     -      1640.1    (meters)    5381.     (feet)  VERTCON   
 NQ0535  ___________________________________________________________________
 NQ0535  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NQ0535  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 NQ0535
 NQ0535  HORZ ORDER  -  THIRD
 NQ0535
 NQ0535.The horizontal coordinates were established by classical geodetic methods
 NQ0535.and adjusted by the National Geodetic Survey in January 1997..
 NQ0535
 NQ0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0535
 NQ0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0535
 NQ0535.The geoid height was determined by GEOID03.
 NQ0535
 NQ0535;                    North         East     Units Scale Factor Converg.
 NQ0535;SPC WY E     -   261,354.881   193,762.772   MT  0.99993798   -0 03 06.9
 NQ0535;UTM  13      - 4,744,547.205   480,147.862   MT  0.99960485   -0 09 54.9
 NQ0535
 NQ0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0535!SPC WY E     -   0.99974515  x   0.99993798  =   0.99968315
 NQ0535!UTM  13      -   0.99974515  x   0.99960485  =   0.99935010
 NQ0535
 NQ0535:                Primary Azimuth Mark                     Grid Az
 NQ0535:SPC WY E     -  COMBS                                    266 40 55.4
 NQ0535:UTM  13      -  COMBS                                    266 47 43.4
 NQ0535
 NQ0535|---------------------------------------------------------------------|
 NQ0535| PID    Reference Object                     Distance      Geod. Az  |
 NQ0535|                                                           dddmmss.s |
 NQ0535| NQ0581 COMBS                               APPROX. 7.2 KM 2663748.5 |
 NQ0535|---------------------------------------------------------------------|
 NQ0535
 NQ0535                          SUPERSEDED SURVEY CONTROL
 NQ0535
 NQ0535  NAD 83(1986)-  42 51 11.67575(N)    105 14 34.72201(W) AD(       ) 3
 NQ0535  NAD 27      -  42 51 11.79138(N)    105 14 32.79687(W) AD(       ) 3
 NQ0535  NGVD 29 (07/19/86) 1639.2    (m)         5378.     (f) VERT ANG       
 NQ0535
 NQ0535.Superseded values are not recommended for survey control.
 NQ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0535.See file dsdata.txt to determine how the superseded data were derived.
 NQ0535
 NQ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8014844547(NAD 83)
 NQ0535_MARKER: DD = SURVEY DISK
 NQ0535_SETTING: 0 = UNSPECIFIED SETTING
 NQ0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0535
 NQ0535  HISTORY     - Date     Condition        Report By
 NQ0535  HISTORY     - 1947     MONUMENTED       USGS
 NQ0535
 NQ0535                          STATION DESCRIPTION
 NQ0535
 NQ0535'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0535'LOCATED ON HIGHEST POINT IN SEC. ON LARGE ROUNDED KNOLL, NEAR CENTER
 NQ0535'OF NW. 1/4 OF NE. 1/4 SEC. 10, T 33 N, R 70 W.
 NQ0535'
 NQ0535'TO REACH STATION FROM DOUGLAS, AT FOURTH AND CENTER STREETS, GO N. ON
 NQ0535'STATE HIGHWAY 87 FOR 9.20 MI. TO T-RD. E., TURN E. ON COUNTY RD. AND
 NQ0535'CONTINUE FOR 1.90 MI. TO HIGHEST POINT ON RD.  STATION IS ABOUT 300
 NQ0535'FT. S. OF RD. ON HIGH POINT.
 NQ0535'
 NQ0535'STATION MARK--STANDARD TABLET SET IN 8 X 8 IN. X 4 FT. CONCRETE POST,
 NQ0535'STAMPED ---SYBRANT 1947---.
 NQ0535'
 NQ0535'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN 8 X 8 IN. X 4
 NQ0535'FT. CONCRETE POST, 34.3 FT., N 87 DEG 55 MIN E.
 NQ0535'
 NQ0535'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN 8 X 8 IN. X 4
 NQ0535'FT. CONCRETE POST, 38.6 FT., N 30 DEG 22 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0260 ***********************************************************************
 NQ0260  DESIGNATION -  T 1
 NQ0260  PID         -  NQ0260
 NQ0260  STATE/COUNTY-  WY/CONVERSE
 NQ0260  USGS QUAD   -  ORIN (1949)
 NQ0260
 NQ0260                         *CURRENT SURVEY CONTROL
 NQ0260  ___________________________________________________________________
 NQ0260* NAD 83(1986)-  42 39 23.     (N)    105 11 04.     (W)     SCALED    
 NQ0260* NAVD 88     -      1430.614  (meters)    4693.61   (feet)  ADJUSTED  
 NQ0260  ___________________________________________________________________
 NQ0260  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NQ0260  DYNAMIC HT  -        1429.741 (meters)    4690.74  (feet)  COMP
 NQ0260  MODELED GRAV-     979,961.3   (mgal)                       NAVD 88
 NQ0260
 NQ0260  VERT ORDER  -  FIRST     CLASS II
 NQ0260
 NQ0260.The horizontal coordinates were scaled from a topographic map and have
 NQ0260.an estimated accuracy of +/- 6 seconds.
 NQ0260
 NQ0260.The orthometric height was determined by differential leveling
 NQ0260.and adjusted by the National Geodetic Survey in June 1991..
 NQ0260
 NQ0260.The geoid height was determined by GEOID03.
 NQ0260
 NQ0260.The dynamic height is computed by dividing the NAVD 88
 NQ0260.geopotential number by the normal gravity value computed on the
 NQ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0260.degrees latitude (g = 980.6199 gals.).
 NQ0260
 NQ0260.The modeled gravity was interpolated from observed gravity values.
 NQ0260
 NQ0260;                    North         East    Units  Estimated Accuracy
 NQ0260;SPC WY E     -   239,490.      198,540.      MT  (+/- 180 meters Scaled)
 NQ0260
 NQ0260                          SUPERSEDED SURVEY CONTROL
 NQ0260
 NQ0260  NGVD 29 (??/??/92) 1429.798  (m)         4690.93   (f) ADJ UNCH    1 2
 NQ0260
 NQ0260.Superseded values are not recommended for survey control.
 NQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0260.See file dsdata.txt to determine how the superseded data were derived.
 NQ0260
 NQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH848226(NAD 83)
 NQ0260_MARKER: Z = SEE DESCRIPTION
 NQ0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0260_SP_SET: CULVERT
 NQ0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0260
 NQ0260  HISTORY     - Date     Condition        Report By
 NQ0260  HISTORY     - UNK      MONUMENTED       CGS
 NQ0260  HISTORY     - 1956     GOOD             NGS
 NQ0260
 NQ0260                          STATION DESCRIPTION
 NQ0260
 NQ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0260'0.5 MI NE FROM ORIN.
 NQ0260'0.5 MILE NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0260'FROM THE STATION AT ORIN, 11 FEET SOUTHEAST OF THE SOUTHEAST
 NQ0260'RAIL, 3 FEET BELOW THE TOP OF THE RAILS, SURROUNDED BY THE
 NQ0260'LETTERS USBM, IN THE TOP OF THE SOUTHWEST ABUTMENT OF A STONE
 NQ0260'ARCH CULVERT, IN THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 31
 NQ0260'NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0044 ***********************************************************************
 PY0044  DESIGNATION -  T 10
 PY0044  PID         -  PY0044
 PY0044  STATE/COUNTY-  WY/TETON
 PY0044  USGS QUAD   -  WEST THUMB (1986)
 PY0044
 PY0044                         *CURRENT SURVEY CONTROL
 PY0044  ___________________________________________________________________
 PY0044* NAD 83(1986)-  44 29 00.     (N)    110 32 23.     (W)     SCALED    
 PY0044* NAVD 88     -      2398.234  (meters)    7868.21   (feet)  ADJUSTED  
 PY0044  ___________________________________________________________________
 PY0044  GEOID HEIGHT-          -8.63  (meters)                     GEOID03
 PY0044  DYNAMIC HT  -        2396.624 (meters)    7862.92  (feet)  COMP
 PY0044  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 PY0044
 PY0044  VERT ORDER  -  FIRST     CLASS II
 PY0044
 PY0044.The horizontal coordinates were scaled from a topographic map and have
 PY0044.an estimated accuracy of +/- 6 seconds.
 PY0044
 PY0044.The orthometric height was determined by differential leveling
 PY0044.and adjusted by the National Geodetic Survey in June 1991..
 PY0044
 PY0044.The geoid height was determined by GEOID03.
 PY0044
 PY0044.The dynamic height is computed by dividing the NAVD 88
 PY0044.geopotential number by the normal gravity value computed on the
 PY0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0044.degrees latitude (g = 980.6199 gals.).
 PY0044
 PY0044.The modeled gravity was interpolated from observed gravity values.
 PY0044
 PY0044;                    North         East    Units  Estimated Accuracy
 PY0044;SPC WY W     -   542,550.      763,700.      MT  (+/- 180 meters Scaled)
 PY0044
 PY0044                          SUPERSEDED SURVEY CONTROL
 PY0044
 PY0044  NGVD 29 (08/20/92) 2396.841  (m)         7863.64   (f) ADJUSTED    1 2
 PY0044
 PY0044.Superseded values are not recommended for survey control.
 PY0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0044.See file dsdata.txt to determine how the superseded data were derived.
 PY0044
 PY0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ366256(NAD 83)
 PY0044_MARKER: DB = BENCH MARK DISK
 PY0044_SETTING: 80 = SET IN A BOULDER
 PY0044_SP_SET: BOULDER
 PY0044_STAMPING: T 10 1923
 PY0044_MARK LOGO: CGS   
 PY0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0044+STABILITY: SURFACE MOTION
 PY0044
 PY0044  HISTORY     - Date     Condition        Report By
 PY0044  HISTORY     - UNK      MONUMENTED       CGS
 PY0044  HISTORY     - 1958     GOOD             USGS
 PY0044  HISTORY     - 1987     GOOD             NGS
 PY0044
 PY0044                          STATION DESCRIPTION
 PY0044
 PY0044'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0044'5.9 MI N FROM THUMB RANGER STA..
 PY0044'5.5 MILES NORTHEAST ALONG GRAND LOOP ROAD, THENCE 0.6 MI. NORTHEAST
 PY0044'ALONG SERVICE ROAD, 0.4 MI. NORTHEAST OF ARNICA CREEK CROSSING, 16
 PY0044'FEET WEST OF ROAD, IN A BOULDER, A STANDARD DISK NOT STAMPED.
 PY0044
 PY0044                          STATION RECOVERY (1987)
 PY0044
 PY0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0044'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.7 KM
 PY0044'(6.05 MI) NORTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE JUNCTION OF
 PY0044'WEST THUMB GEYSER BASIN ENTRANCE ROAD IN WEST THUMD, THENCE 0.8 KM
 PY0044'(0.50 MI) NORTHEASTERLY ALONG A SERVICE ROAD (OLD HIGHWAY), IN A 2 BY
 PY0044'3 FOOT BOULDER THAT PROJECTS 6-INCHES ABOVE THE GROUND SURFACE, 46.3
 PY0044'M (151.9 FT) SOUTH OF A POINT THERE A UTILITY LINE CROSSES THE ROAD,
 PY0044'32.3 M (106.0 FT) SOUTH OF A UTILITY POLE, 24.1 M (79.1 FT) NORTH OF
 PY0044'A POINT WHERE A UTILITY LINE CROSSES THE ROAD, AND 6.1 M (20.0 FT)
 PY0044'WEST OF THE CENTER OF THE ROAD.  NOTE--THE DISK IS STAMPED AS ABOVE.
 PY0044'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0143 ***********************************************************************
 OU0143  DESIGNATION -  T 100
 OU0143  PID         -  OU0143
 OU0143  STATE/COUNTY-  WY/NIOBRARA
 OU0143  USGS QUAD   -  FUNNY ROCK (1981)
 OU0143
 OU0143                         *CURRENT SURVEY CONTROL
 OU0143  ___________________________________________________________________
 OU0143* NAD 83(1986)-  43 11 06.     (N)    104 32 33.     (W)     SCALED    
 OU0143* NAVD 88     -      1331.917  (meters)    4369.80   (feet)  ADJUSTED  
 OU0143  ___________________________________________________________________
 OU0143  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 OU0143  DYNAMIC HT  -        1331.243 (meters)    4367.59  (feet)  COMP
 OU0143  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 OU0143
 OU0143  VERT ORDER  -  SECOND    CLASS 0
 OU0143
 OU0143.The horizontal coordinates were scaled from a topographic map and have
 OU0143.an estimated accuracy of +/- 6 seconds.
 OU0143
 OU0143.The orthometric height was determined by differential leveling
 OU0143.and adjusted by the National Geodetic Survey in June 1991..
 OU0143
 OU0143.The geoid height was determined by GEOID03.
 OU0143
 OU0143.The dynamic height is computed by dividing the NAVD 88
 OU0143.geopotential number by the normal gravity value computed on the
 OU0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0143.degrees latitude (g = 980.6199 gals.).
 OU0143
 OU0143.The modeled gravity was interpolated from observed gravity values.
 OU0143
 OU0143;                    North         East    Units  Estimated Accuracy
 OU0143;SPC WY E     -   298,390.      250,740.      MT  (+/- 180 meters Scaled)
 OU0143
 OU0143                          SUPERSEDED SURVEY CONTROL
 OU0143
 OU0143  NGVD 29 (??/??/92) 1331.222  (m)         4367.52   (f) ADJ UNCH    2 0
 OU0143
 OU0143.Superseded values are not recommended for survey control.
 OU0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0143.See file dsdata.txt to determine how the superseded data were derived.
 OU0143
 OU0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH371814(NAD 83)
 OU0143_MARKER: DB = BENCH MARK DISK
 OU0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0143_STAMPING: T 100 1956
 OU0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0143+STABILITY: SURFACE MOTION
 OU0143
 OU0143  HISTORY     - Date     Condition        Report By
 OU0143  HISTORY     - 1956     MONUMENTED       CGS
 OU0143  HISTORY     - 1957     GOOD             NGS
 OU0143  HISTORY     - 1976     GOOD             USGS
 OU0143
 OU0143                          STATION DESCRIPTION
 OU0143
 OU0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0143'17.2 MI N FROM LANCE CREEK.
 OU0143'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0143'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0143'THENCE 8.85 MILES NORTHWEST ALONG A WINDING TRACK ROAD, ON TOP OF
 OU0143'A HILL, 38 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 1.5 FEET
 OU0143'NORTH OF A WITNESS POST, 0.4 MILE SOUTH OF AN EAST AND WEST
 OU0143'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 OU0143'ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 16, TOWNSHIP
 OU0143'37 NORTH, RANGE 64 WEST.
 OU0143
 OU0143                          STATION RECOVERY (1976)
 OU0143
 OU0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0143'LANCE CREEK POST OFFICE, 7.0 MILES EAST FROM ALONG STATE HWY. 270,
 OU0143'THENCE, 10.25 MILES NORTH ALONG A GRADED ROAD, IN THE NE 1/4 OF SEC.
 OU0143'16, T 37 N., R 64 W., ON THE TOP HILL, 420 FEET SOUTH ALONG GRADED
 OU0143'ROAD, 40 FEET WEST OF CENTER OF GRADED ROAD FROM ROCK OUTCROP, SET IN
 OU0143'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 OU0143'A STANDARD DISK STAMPED "T 100 1956."
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0068 ***********************************************************************
 MP0068  DESIGNATION -  T 101
 MP0068  PID         -  MP0068
 MP0068  STATE/COUNTY-  WY/ALBANY
 MP0068  USGS QUAD   -  ALBANY (1992)
 MP0068
 MP0068                         *CURRENT SURVEY CONTROL
 MP0068  ___________________________________________________________________
 MP0068* NAD 83(1986)-  41 13 24.     (N)    106 07 56.     (W)     SCALED    
 MP0068* NAVD 88     -      2411.752  (meters)    7912.56   (feet)  ADJUSTED  
 MP0068  ___________________________________________________________________
 MP0068  GEOID HEIGHT-         -10.69  (meters)                     GEOID03
 MP0068  DYNAMIC HT  -        2409.431 (meters)    7904.94  (feet)  COMP
 MP0068  MODELED GRAV-     979,573.8   (mgal)                       NAVD 88
 MP0068
 MP0068  VERT ORDER  -  FIRST     CLASS II
 MP0068
 MP0068.The horizontal coordinates were scaled from a topographic map and have
 MP0068.an estimated accuracy of +/- 6 seconds.
 MP0068
 MP0068.The orthometric height was determined by differential leveling
 MP0068.and adjusted by the National Geodetic Survey in June 1991..
 MP0068
 MP0068.The geoid height was determined by GEOID03.
 MP0068
 MP0068.The dynamic height is computed by dividing the NAVD 88
 MP0068.geopotential number by the normal gravity value computed on the
 MP0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0068.degrees latitude (g = 980.6199 gals.).
 MP0068
 MP0068.The modeled gravity was interpolated from observed gravity values.
 MP0068
 MP0068;                    North         East    Units  Estimated Accuracy
 MP0068;SPC WY E     -    80,770.      119,040.      MT  (+/- 180 meters Scaled)
 MP0068
 MP0068                          SUPERSEDED SURVEY CONTROL
 MP0068
 MP0068  NGVD 29 (??/??/92) 2410.484  (m)         7908.40   (f) ADJ UNCH    1 2
 MP0068
 MP0068.Superseded values are not recommended for survey control.
 MP0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0068.See file dsdata.txt to determine how the superseded data were derived.
 MP0068
 MP0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF051641(NAD 83)
 MP0068_MARKER: DB = BENCH MARK DISK
 MP0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0068_STAMPING: T 101 1956
 MP0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0068+STABILITY: SURFACE MOTION
 MP0068
 MP0068  HISTORY     - Date     Condition        Report By
 MP0068  HISTORY     - 1956     MONUMENTED       CGS
 MP0068
 MP0068                          STATION DESCRIPTION
 MP0068
 MP0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0068'5.3 MI S FROM CENTENNIAL.
 MP0068'5.3 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0068'RAILROAD FROM THE STATION AT CENTENNIAL, 46 FEET NORTH OF MILEPOST 35,
 MP0068'23.5 FEET WEST OF THE WEST RAIL, 2.6 FEET NORTH OF A WITNESS POST, 34
 MP0068'FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD, 4 FEET BELOW THE TOP
 MP0068'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MP0068'FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 34, TOWNSHIP 15
 MP0068'NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0138 ***********************************************************************
 MQ0138  DESIGNATION -  T 102
 MQ0138  PID         -  MQ0138
 MQ0138  STATE/COUNTY-  WY/SWEETWATER
 MQ0138  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0138
 MQ0138                         *CURRENT SURVEY CONTROL
 MQ0138  ___________________________________________________________________
 MQ0138* NAD 83(1986)-  41 35 18.     (N)    109 13 01.     (W)     SCALED    
 MQ0138* NAVD 88     -      1911.290  (meters)    6270.62   (feet)  ADJUSTED  
 MQ0138  ___________________________________________________________________
 MQ0138  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 MQ0138  DYNAMIC HT  -        1909.706 (meters)    6265.43  (feet)  COMP
 MQ0138  MODELED GRAV-     979,726.4   (mgal)                       NAVD 88
 MQ0138
 MQ0138  VERT ORDER  -  FIRST     CLASS II
 MQ0138
 MQ0138.The horizontal coordinates were scaled from a topographic map and have
 MQ0138.an estimated accuracy of +/- 6 seconds.
 MQ0138
 MQ0138.The orthometric height was determined by differential leveling
 MQ0138.and adjusted by the National Geodetic Survey in June 1991..
 MQ0138
 MQ0138.The geoid height was determined by GEOID03.
 MQ0138
 MQ0138.The dynamic height is computed by dividing the NAVD 88
 MQ0138.geopotential number by the normal gravity value computed on the
 MQ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0138.degrees latitude (g = 980.6199 gals.).
 MQ0138
 MQ0138.The modeled gravity was interpolated from observed gravity values.
 MQ0138
 MQ0138;                    North         East    Units  Estimated Accuracy
 MQ0138;SPC WYWC     -   120,960.      561,070.      MT  (+/- 180 meters Scaled)
 MQ0138
 MQ0138                          SUPERSEDED SURVEY CONTROL
 MQ0138
 MQ0138  NGVD 29 (06/08/92) 1910.031  (m)         6266.49   (f) ADJUSTED    1 2
 MQ0138
 MQ0138.Superseded values are not recommended for survey control.
 MQ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0138.See file dsdata.txt to determine how the superseded data were derived.
 MQ0138
 MQ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM486056(NAD 83)
 MQ0138_MARKER: DB = BENCH MARK DISK
 MQ0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0138_SP_SET: UNDERPASS
 MQ0138_STAMPING: T 102 1956
 MQ0138_MARK LOGO: CGS   
 MQ0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0138
 MQ0138  HISTORY     - Date     Condition        Report By
 MQ0138  HISTORY     - 1956     MONUMENTED       CGS
 MQ0138  HISTORY     - 1983     GOOD             NGS
 MQ0138
 MQ0138                          STATION DESCRIPTION
 MQ0138
 MQ0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0138'0.2 MI E FROM ROCK SPRINGS.
 MQ0138'0.2 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0138'ROCK SPRINGS, 45.8 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN LINE
 MQ0138'TRACK, 6.7 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, FLUSH WITH
 MQ0138'THE GROUND, SET IN THE TOP OF THE WEST END OF THE SOUTHWEST CONCRETE
 MQ0138'BANISTER OF AN UNDERPASS, IN THE SOUTHEAST 1/4 OF SECTION 26, TOWNSHIP
 MQ0138'19 NORTH, RANGE 105 WEST.
 MQ0138
 MQ0138                          STATION RECOVERY (1983)
 MQ0138
 MQ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0029 ***********************************************************************
 NQ0029  DESIGNATION -  T 104
 NQ0029  PID         -  NQ0029
 NQ0029  STATE/COUNTY-  WY/NIOBRARA
 NQ0029  USGS QUAD   -  LUSK (1981)
 NQ0029
 NQ0029                         *CURRENT SURVEY CONTROL
 NQ0029  ___________________________________________________________________
 NQ0029* NAD 83(1986)-  42 45 20.     (N)    104 24 25.     (W)     SCALED    
 NQ0029* NAVD 88     -      1510.685  (meters)    4956.31   (feet)  ADJUSTED  
 NQ0029  ___________________________________________________________________
 NQ0029  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 NQ0029  DYNAMIC HT  -        1509.847 (meters)    4953.56  (feet)  COMP
 NQ0029  MODELED GRAV-     980,012.2   (mgal)                       NAVD 88
 NQ0029
 NQ0029  VERT ORDER  -  FIRST     CLASS II
 NQ0029
 NQ0029.The horizontal coordinates were scaled from a topographic map and have
 NQ0029.an estimated accuracy of +/- 6 seconds.
 NQ0029
 NQ0029.The orthometric height was determined by differential leveling
 NQ0029.and adjusted by the National Geodetic Survey in June 1991..
 NQ0029
 NQ0029.The geoid height was determined by GEOID03.
 NQ0029
 NQ0029.The dynamic height is computed by dividing the NAVD 88
 NQ0029.geopotential number by the normal gravity value computed on the
 NQ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0029.degrees latitude (g = 980.6199 gals.).
 NQ0029
 NQ0029.The modeled gravity was interpolated from observed gravity values.
 NQ0029
 NQ0029;                    North         East    Units  Estimated Accuracy
 NQ0029;SPC WY E     -   250,780.      262,190.      MT  (+/- 180 meters Scaled)
 NQ0029
 NQ0029                          SUPERSEDED SURVEY CONTROL
 NQ0029
 NQ0029  NGVD 29 (??/??/92) 1510.004  (m)         4954.07   (f) ADJ UNCH    1 2
 NQ0029
 NQ0029.Superseded values are not recommended for survey control.
 NQ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0029.See file dsdata.txt to determine how the superseded data were derived.
 NQ0029
 NQ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH485338(NAD 83)
 NQ0029_MARKER: DB = BENCH MARK DISK
 NQ0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0029_SP_SET: CONCRETE BASE
 NQ0029_STAMPING: T 104 1954
 NQ0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0029
 NQ0029  HISTORY     - Date     Condition        Report By
 NQ0029  HISTORY     - 1954     MONUMENTED       CGS
 NQ0029  HISTORY     - 1978     GOOD             USGS
 NQ0029
 NQ0029                          STATION DESCRIPTION
 NQ0029
 NQ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0029'2.4 MI E FROM LUSK.
 NQ0029'2.4 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0029'FROM THE STATION AT LUSK, 0.1 MILE NORTH OF THE HANGAR AT THE
 NQ0029'LUSK AIRPORT, 0.2 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 NQ0029'EAST END OF THE CONCRETE BASE OF THE WIND SOCK, IN THE NORTHEAST
 NQ0029'1/4 OF SECTION 15, TOWNSHIP 32 NORTH, RANGE 63 WEST.
 NQ0029
 NQ0029                          STATION RECOVERY (1978)
 NQ0029
 NQ0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NQ0029'BENCHMARK IS LOCATED ON THE LUSK AIRPORT, 690 FEET NORTH OF THE
 NQ0029'OFFICE BUILDING, SET IN THE EAST END OF THE CONCRETE BASE OF THE WIND
 NQ0029'SOCK AND ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0520 ***********************************************************************
 MO0520  DESIGNATION -  T 108
 MO0520  PID         -  MO0520
 MO0520  STATE/COUNTY-  WY/LARAMIE
 MO0520  USGS QUAD   -  FEDERAL (1978)
 MO0520
 MO0520                         *CURRENT SURVEY CONTROL
 MO0520  ___________________________________________________________________
 MO0520* NAD 83(1986)-  41 18 47.     (N)    105 07 04.     (W)     SCALED    
 MO0520* NAVD 88     -      2048.883  (meters)    6722.04   (feet)  ADJUSTED  
 MO0520  ___________________________________________________________________
 MO0520  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MO0520  DYNAMIC HT  -        2047.083 (meters)    6716.14  (feet)  COMP
 MO0520  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 MO0520
 MO0520  VERT ORDER  -  FIRST     CLASS II
 MO0520
 MO0520.The horizontal coordinates were scaled from a topographic map and have
 MO0520.an estimated accuracy of +/- 6 seconds.
 MO0520
 MO0520.The orthometric height was determined by differential leveling
 MO0520.and adjusted by the National Geodetic Survey in June 1991..
 MO0520
 MO0520.The geoid height was determined by GEOID03.
 MO0520
 MO0520.The dynamic height is computed by dividing the NAVD 88
 MO0520.geopotential number by the normal gravity value computed on the
 MO0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0520.degrees latitude (g = 980.6199 gals.).
 MO0520
 MO0520.The modeled gravity was interpolated from observed gravity values.
 MO0520
 MO0520;                    North         East    Units  Estimated Accuracy
 MO0520;SPC WY E     -    90,290.      204,090.      MT  (+/- 180 meters Scaled)
 MO0520
 MO0520                          SUPERSEDED SURVEY CONTROL
 MO0520
 MO0520  NGVD 29 (??/??/92) 2047.817  (m)         6718.55   (f) ADJ UNCH    1 2
 MO0520
 MO0520.Superseded values are not recommended for survey control.
 MO0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0520.See file dsdata.txt to determine how the superseded data were derived.
 MO0520
 MO0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF901735(NAD 83)
 MO0520_MARKER: DB = BENCH MARK DISK
 MO0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0520_STAMPING: T 108 1954
 MO0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0520+STABILITY: SURFACE MOTION
 MO0520
 MO0520  HISTORY     - Date     Condition        Report By
 MO0520  HISTORY     - 1954     MONUMENTED       CGS
 MO0520
 MO0520                          STATION DESCRIPTION
 MO0520
 MO0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0520'3.5 MI N FROM FEDERAL.
 MO0520'3.5 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0520'THE SECTION FOREMANS HOUSE AT FEDERAL, ON TOP OF A HILL, 2 1/2
 MO0520'POLES NORTHWEST OF TRESTLE 142.55, 99 FEET NORTHEAST OF THE
 MO0520'NORTHEAST RAIL, 1.9 FEET NORTHEAST OF A FENCE, 2.3 FEET SOUTHEAST
 MO0520'OF A WITNESS POST, 1 1/2 POLES SOUTHEAST OF BENCH MARK 6718.11,
 MO0520'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 MO0520'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0354 ***********************************************************************
 MO0354  DESIGNATION -  T 109
 MO0354  PID         -  MO0354
 MO0354  STATE/COUNTY-  WY/LARAMIE
 MO0354  USGS QUAD   -  FARTHING (1978)
 MO0354
 MO0354                         *CURRENT SURVEY CONTROL
 MO0354  ___________________________________________________________________
 MO0354* NAD 83(1986)-  41 35 30.     (N)    105 09 40.     (W)     SCALED    
 MO0354* NAVD 88     -      1863.279  (meters)    6113.11   (feet)  ADJUSTED  
 MO0354  ___________________________________________________________________
 MO0354  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 MO0354  DYNAMIC HT  -        1861.792 (meters)    6108.23  (feet)  COMP
 MO0354  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 MO0354
 MO0354  VERT ORDER  -  FIRST     CLASS II
 MO0354
 MO0354.The horizontal coordinates were scaled from a topographic map and have
 MO0354.an estimated accuracy of +/- 6 seconds.
 MO0354
 MO0354.The orthometric height was determined by differential leveling
 MO0354.and adjusted by the National Geodetic Survey in June 1991..
 MO0354
 MO0354.The geoid height was determined by GEOID03.
 MO0354
 MO0354.The dynamic height is computed by dividing the NAVD 88
 MO0354.geopotential number by the normal gravity value computed on the
 MO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0354.degrees latitude (g = 980.6199 gals.).
 MO0354
 MO0354.The modeled gravity was interpolated from observed gravity values.
 MO0354
 MO0354;                    North         East    Units  Estimated Accuracy
 MO0354;SPC WY E     -   121,230.      200,460.      MT  (+/- 180 meters Scaled)
 MO0354
 MO0354                          SUPERSEDED SURVEY CONTROL
 MO0354
 MO0354  NGVD 29 (??/??/92) 1862.311  (m)         6109.93   (f) ADJ UNCH    1 2
 MO0354
 MO0354.Superseded values are not recommended for survey control.
 MO0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0354.See file dsdata.txt to determine how the superseded data were derived.
 MO0354
 MO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG865044(NAD 83)
 MO0354_MARKER: DB = BENCH MARK DISK
 MO0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0354_SP_SET: CULVERT
 MO0354_STAMPING: T 109 1954
 MO0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0354
 MO0354  HISTORY     - Date     Condition        Report By
 MO0354  HISTORY     - 1954     MONUMENTED       CGS
 MO0354
 MO0354                          STATION DESCRIPTION
 MO0354
 MO0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0354'4.6 MI NE FROM FARTHING.
 MO0354'4.6 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0354'THE STATION AT FARTHING, 0.15 MILE NORTHEAST OF MILEPOST 167,
 MO0354'22 FEET NORTHWEST OF THE NORTHWEST RAIL, 7 FEET BELOW THE TOP OF
 MO0354'THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 MO0354'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0029 ***********************************************************************
 PY0029  DESIGNATION -  T 11
 PY0029  PID         -  PY0029
 PY0029  STATE/COUNTY-  WY/PARK
 PY0029  USGS QUAD   -  TOWER JUNCTION (1986)
 PY0029
 PY0029                         *CURRENT SURVEY CONTROL
 PY0029  ___________________________________________________________________
 PY0029* NAD 83(1986)-  44 55 00.     (N)    110 25 00.     (W)     SCALED    
 PY0029* NAVD 88     -      1910.784  (meters)    6268.96   (feet)  POSTED    
 PY0029  ___________________________________________________________________
 PY0029  GEOID HEIGHT-          -8.42  (meters)                     GEOID03
 PY0029  DYNAMIC HT  -        1909.760 (meters)    6265.60  (feet)  COMP
 PY0029  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 PY0029
 PY0029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0029
 PY0029.The horizontal coordinates were scaled from a topographic map and have
 PY0029.an estimated accuracy of +/- 6 seconds.
 PY0029
 PY0029.The orthometric height was determined by differential leveling
 PY0029.and adjusted by the National Geodetic Survey in 1992..
 PY0029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0029.rate of 0.0 thru 1.0 mm/km.
 PY0029
 PY0029.The geoid height was determined by GEOID03.
 PY0029
 PY0029.The dynamic height is computed by dividing the NAVD 88
 PY0029.geopotential number by the normal gravity value computed on the
 PY0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0029.degrees latitude (g = 980.6199 gals.).
 PY0029
 PY0029.The modeled gravity was interpolated from observed gravity values.
 PY0029
 PY0029;                    North         East    Units  Estimated Accuracy
 PY0029;SPC WYWC     -   491,960.      468,410.      MT  (+/- 180 meters Scaled)
 PY0029
 PY0029                          SUPERSEDED SURVEY CONTROL
 PY0029
 PY0029  NGVD 29 (??/??/92) 1909.295  (m)         6264.08   (f) ADJ UNCH    2 0
 PY0029
 PY0029.Superseded values are not recommended for survey control.
 PY0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0029.See file dsdata.txt to determine how the superseded data were derived.
 PY0029
 PY0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ460738(NAD 83)
 PY0029_MARKER: DB = BENCH MARK DISK
 PY0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0029_STAMPING: T 11 1923
 PY0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0029+STABILITY: SURFACE MOTION
 PY0029
 PY0029  HISTORY     - Date     Condition        Report By
 PY0029  HISTORY     - 1923     MONUMENTED       CGS
 PY0029  HISTORY     - 1959     MARK NOT FOUND   USGS
 PY0029
 PY0029                          STATION DESCRIPTION
 PY0029
 PY0029'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PY0029'IN TOWER JUNCTION.
 PY0029'AT TOWER JUNCTION, YELLOWSTONE NATIONAL PARK, 20 FEET EAST OF THE
 PY0029'CENTER OF THE INTERSECTION OF THE ROADS LEADING TO COOKE CITY AND TO
 PY0029'MAMMOTH HOT SPRINGS.  A STANDARD DISK, STAMPED T 11 1923 AND SET IN
 PY0029'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0342 ***********************************************************************
 MO0342  DESIGNATION -  T 110
 MO0342  PID         -  MO0342
 MO0342  STATE/COUNTY-  WY/PLATTE
 MO0342  USGS QUAD   -  MC DONALD RANCH (1976)
 MO0342
 MO0342                         *CURRENT SURVEY CONTROL
 MO0342  ___________________________________________________________________
 MO0342* NAD 83(1986)-  41 39 29.     (N)    105 01 26.     (W)     SCALED    
 MO0342* NAVD 88     -      1748.947  (meters)    5738.00   (feet)  ADJUSTED  
 MO0342  ___________________________________________________________________
 MO0342  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 MO0342  DYNAMIC HT  -        1747.581 (meters)    5733.52  (feet)  COMP
 MO0342  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 MO0342
 MO0342  VERT ORDER  -  FIRST     CLASS II
 MO0342
 MO0342.The horizontal coordinates were scaled from a topographic map and have
 MO0342.an estimated accuracy of +/- 6 seconds.
 MO0342
 MO0342.The orthometric height was determined by differential leveling
 MO0342.and adjusted by the National Geodetic Survey in June 1991..
 MO0342
 MO0342.The geoid height was determined by GEOID03.
 MO0342
 MO0342.The dynamic height is computed by dividing the NAVD 88
 MO0342.geopotential number by the normal gravity value computed on the
 MO0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0342.degrees latitude (g = 980.6199 gals.).
 MO0342
 MO0342.The modeled gravity was interpolated from observed gravity values.
 MO0342
 MO0342;                    North         East    Units  Estimated Accuracy
 MO0342;SPC WY E     -   128,610.      211,890.      MT  (+/- 180 meters Scaled)
 MO0342
 MO0342                          SUPERSEDED SURVEY CONTROL
 MO0342
 MO0342  NGVD 29 (??/??/92) 1747.993  (m)         5734.87   (f) ADJ UNCH    1 2
 MO0342
 MO0342.Superseded values are not recommended for survey control.
 MO0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0342.See file dsdata.txt to determine how the superseded data were derived.
 MO0342
 MO0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG980118(NAD 83)
 MO0342_MARKER: DB = BENCH MARK DISK
 MO0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0342_STAMPING: T 110 1954
 MO0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0342+STABILITY: SURFACE MOTION
 MO0342
 MO0342  HISTORY     - Date     Condition        Report By
 MO0342  HISTORY     - 1954     MONUMENTED       CGS
 MO0342
 MO0342                          STATION DESCRIPTION
 MO0342
 MO0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0342'12.8 MI SW FROM CHUGWATER.
 MO0342'12.8 MILES SOUTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0342'FROM THE STATION AT CHUGWATER, 61 FEET NORTHWEST OF MILEPOST
 MO0342'176, 45.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 19 FEET SOUTHWEST
 MO0342'OF THE CENTER LINE OF A PRIVATE ROAD, 2.8 FEET SOUTHEAST OF A
 MO0342'FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST, 0.7 MILE NORTHEAST
 MO0342'OF BENCH MARK D 110, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0342'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0168 ***********************************************************************
 OU0168  DESIGNATION -  T 112
 OU0168  PID         -  OU0168
 OU0168  STATE/COUNTY-  WY/NIOBRARA
 OU0168  USGS QUAD   -  DIXON RANCH (1981)
 OU0168
 OU0168                         *CURRENT SURVEY CONTROL
 OU0168  ___________________________________________________________________
 OU0168* NAD 83(1986)-  43 22 18.     (N)    104 43 46.     (W)     SCALED    
 OU0168* NAVD 88     -      1371.426  (meters)    4499.42   (feet)  ADJUSTED  
 OU0168  ___________________________________________________________________
 OU0168  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 OU0168  DYNAMIC HT  -        1370.710 (meters)    4497.07  (feet)  COMP
 OU0168  MODELED GRAV-     980,049.6   (mgal)                       NAVD 88
 OU0168
 OU0168  VERT ORDER  -  SECOND    CLASS 0
 OU0168
 OU0168.The horizontal coordinates were scaled from a topographic map and have
 OU0168.an estimated accuracy of +/- 6 seconds.
 OU0168
 OU0168.The orthometric height was determined by differential leveling
 OU0168.and adjusted by the National Geodetic Survey in June 1991..
 OU0168
 OU0168.The geoid height was determined by GEOID03.
 OU0168
 OU0168.The dynamic height is computed by dividing the NAVD 88
 OU0168.geopotential number by the normal gravity value computed on the
 OU0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0168.degrees latitude (g = 980.6199 gals.).
 OU0168
 OU0168.The modeled gravity was interpolated from observed gravity values.
 OU0168
 OU0168;                    North         East    Units  Estimated Accuracy
 OU0168;SPC WY E     -   319,040.      235,430.      MT  (+/- 180 meters Scaled)
 OU0168
 OU0168                          SUPERSEDED SURVEY CONTROL
 OU0168
 OU0168  NGVD 29 (??/??/92) 1370.685  (m)         4496.99   (f) ADJ UNCH    2 0
 OU0168
 OU0168.Superseded values are not recommended for survey control.
 OU0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0168.See file dsdata.txt to determine how the superseded data were derived.
 OU0168
 OU0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ219021(NAD 83)
 OU0168_MARKER: DB = BENCH MARK DISK
 OU0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0168_STAMPING: T 112 1956
 OU0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0168+STABILITY: SURFACE MOTION
 OU0168
 OU0168  HISTORY     - Date     Condition        Report By
 OU0168  HISTORY     - 1956     MONUMENTED       CGS
 OU0168  HISTORY     - 1957     GOOD             NGS
 OU0168  HISTORY     - 1976     GOOD             USGS
 OU0168
 OU0168                          STATION DESCRIPTION
 OU0168
 OU0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0168'19 MI SE FROM DULL CENTER.
 OU0168'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0168'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0168'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0168'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE
 OU0168'8.5 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 290 FEET WEST
 OU0168'OF A SHARP CURVE IN THE ROAD, 115 FEET NORTHEAST OF THE CENTER
 OU0168'LINE OF A TRACK ROAD, 175 FEET NORTHWEST OF THE TOP OF A SMALL
 OU0168'HILL, 65 FEET SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD,
 OU0168'1.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 OU0168'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN
 OU0168'SECTION 12, TOWNSHIP 39 NORTH, RANGE 66 WEST.
 OU0168
 OU0168                          STATION RECOVERY (1976)
 OU0168
 OU0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0168'NACHTMAN SCHOOL (DULL CENTER), 13.8 MI EAST AND SE. FROM, ALONG
 OU0168'GRADED COUNTY RD. TO RD. FK., THENCE 1.8 MI EAST ALONG GRADED COUNTY
 OU0168'RD., NEAR THE CENTER OF SEC. 12, T 39 N, R 66 W, 290 FT NW. OF A
 OU0168'SHARP BEND IN THE RD., 175 FT NW. OF THE TOP OF A SMALL HILL, 66 FT
 OU0168'SW. OF A TRACK RD. FK., 65 FT SOUTH OF THE GRADED RD., SET IN THE TOP
 OU0168'OF A CONCRETE POST PROJECTING 0.7 FT. STANDARD DISK STAMPED T 112
 OU0168'1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0128 ***********************************************************************
 NQ0128  DESIGNATION -  T 113
 NQ0128  PID         -  NQ0128
 NQ0128  STATE/COUNTY-  WY/PLATTE
 NQ0128  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0128
 NQ0128                         *CURRENT SURVEY CONTROL
 NQ0128  ___________________________________________________________________
 NQ0128* NAD 83(1986)-  42 17 06.     (N)    104 53 44.     (W)     SCALED    
 NQ0128* NAVD 88     -      1388.118  (meters)    4554.18   (feet)  ADJUSTED  
 NQ0128  ___________________________________________________________________
 NQ0128  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0128  DYNAMIC HT  -        1387.254 (meters)    4551.35  (feet)  COMP
 NQ0128  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 NQ0128
 NQ0128  VERT ORDER  -  FIRST     CLASS II
 NQ0128
 NQ0128.The horizontal coordinates were scaled from a topographic map and have
 NQ0128.an estimated accuracy of +/- 6 seconds.
 NQ0128
 NQ0128.The orthometric height was determined by differential leveling
 NQ0128.and adjusted by the National Geodetic Survey in June 1991..
 NQ0128
 NQ0128.The geoid height was determined by GEOID03.
 NQ0128
 NQ0128.The dynamic height is computed by dividing the NAVD 88
 NQ0128.geopotential number by the normal gravity value computed on the
 NQ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0128.degrees latitude (g = 980.6199 gals.).
 NQ0128
 NQ0128.The modeled gravity was interpolated from observed gravity values.
 NQ0128
 NQ0128;                    North         East    Units  Estimated Accuracy
 NQ0128;SPC WY E     -   198,270.      222,360.      MT  (+/- 180 meters Scaled)
 NQ0128
 NQ0128                          SUPERSEDED SURVEY CONTROL
 NQ0128
 NQ0128  NGVD 29 (??/??/92) 1387.331  (m)         4551.60   (f) ADJ UNCH    1 2
 NQ0128
 NQ0128.Superseded values are not recommended for survey control.
 NQ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0128.See file dsdata.txt to determine how the superseded data were derived.
 NQ0128
 NQ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG086814(NAD 83)
 NQ0128_MARKER: DB = BENCH MARK DISK
 NQ0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0128_SP_SET: BRIDGE ABUTMENT
 NQ0128_STAMPING: T 113 1956
 NQ0128_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0128
 NQ0128  HISTORY     - Date     Condition        Report By
 NQ0128  HISTORY     - 1956     MONUMENTED       CGS
 NQ0128  HISTORY     - 20000607 GOOD             USGS
 NQ0128
 NQ0128                          STATION DESCRIPTION
 NQ0128
 NQ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0128'23.3 MI NW FROM WHEATLAND.
 NQ0128'23.3 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0128'FROM THE STATION AT WHEATLAND, 0.3 MILE NORTHWEST OF MILEPOST
 NQ0128'237, 5.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.4 FEET BELOW
 NQ0128'THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE
 NQ0128'NORTHWEST CONCRETE ABUTMENT OF TRESTLE 237.29, IN SECITON
 NQ0128'28, TOWNSHIP 27 NORTH, RANGE 67 WEST.
 NQ0128
 NQ0128                          STATION RECOVERY (2000)
 NQ0128
 NQ0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0128'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0078 ***********************************************************************
 MQ0078  DESIGNATION -  T 114
 MQ0078  PID         -  MQ0078
 MQ0078  STATE/COUNTY-  WY/SWEETWATER
 MQ0078  USGS QUAD   -  BITTER CREEK (1968)
 MQ0078
 MQ0078                         *CURRENT SURVEY CONTROL
 MQ0078  ___________________________________________________________________
 MQ0078* NAD 83(1986)-  41 32 21.     (N)    108 34 35.     (W)     SCALED    
 MQ0078* NAVD 88     -      2039.429  (meters)    6691.03   (feet)  ADJUSTED  
 MQ0078  ___________________________________________________________________
 MQ0078  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MQ0078  DYNAMIC HT  -        2037.630 (meters)    6685.12  (feet)  COMP
 MQ0078  MODELED GRAV-     979,668.7   (mgal)                       NAVD 88
 MQ0078
 MQ0078  VERT ORDER  -  FIRST     CLASS II
 MQ0078
 MQ0078.The horizontal coordinates were scaled from a topographic map and have
 MQ0078.an estimated accuracy of +/- 6 seconds.
 MQ0078
 MQ0078.The orthometric height was determined by differential leveling
 MQ0078.and adjusted by the National Geodetic Survey in June 1991..
 MQ0078
 MQ0078.The geoid height was determined by GEOID03.
 MQ0078
 MQ0078.The dynamic height is computed by dividing the NAVD 88
 MQ0078.geopotential number by the normal gravity value computed on the
 MQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0078.degrees latitude (g = 980.6199 gals.).
 MQ0078
 MQ0078.The modeled gravity was interpolated from observed gravity values.
 MQ0078
 MQ0078;                    North         East    Units  Estimated Accuracy
 MQ0078;SPC WYWC     -   115,410.      614,490.      MT  (+/- 180 meters Scaled)
 MQ0078
 MQ0078                          SUPERSEDED SURVEY CONTROL
 MQ0078
 MQ0078  NGVD 29 (06/08/92) 2038.140  (m)         6686.80   (f) ADJUSTED    1 2
 MQ0078
 MQ0078.Superseded values are not recommended for survey control.
 MQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0078.See file dsdata.txt to determine how the superseded data were derived.
 MQ0078
 MQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM021014(NAD 83)
 MQ0078_MARKER: DB = BENCH MARK DISK
 MQ0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0078_SP_SET: RETAINING WALL
 MQ0078_STAMPING: T 114 1956
 MQ0078_MARK LOGO: CGS   
 MQ0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0078
 MQ0078  HISTORY     - Date     Condition        Report By
 MQ0078  HISTORY     - 1956     MONUMENTED       CGS
 MQ0078  HISTORY     - 1983     GOOD             NGS
 MQ0078
 MQ0078                          STATION DESCRIPTION
 MQ0078
 MQ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0078'1.3 MI SW FROM BITTER CREEK.
 MQ0078'1.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0078'AT BITTER CREEK, 8.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MQ0078'SOUTHEAST TRACK, 2 POLES SOUTHWEST OF MILEPOST 758, 5.6 FEET SOUTH OF
 MQ0078'THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A BRIDGE OVER BITTER
 MQ0078'CREEK, 1.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MQ0078'SOUTH END OF A RETAINING WALL, IN THE NORTHWEST 1/4 OF SECTION 16,
 MQ0078'TOWNSHIP 18 NORTH, RANGE 99 WEST.
 MQ0078
 MQ0078                          STATION RECOVERY (1983)
 MQ0078
 MQ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0133 ***********************************************************************
 MQ0133  DESIGNATION -  T 115
 MQ0133  PID         -  MQ0133
 MQ0133  STATE/COUNTY-  WY/SWEETWATER
 MQ0133  USGS QUAD   -  BAXTER (1978)
 MQ0133
 MQ0133                         *CURRENT SURVEY CONTROL
 MQ0133  ___________________________________________________________________
 MQ0133* NAD 83(1986)-  41 35 45.     (N)    109 03 36.     (W)     SCALED    
 MQ0133* NAVD 88     -      2056.800  (meters)    6748.02   (feet)  ADJUSTED  
 MQ0133  ___________________________________________________________________
 MQ0133  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MQ0133  DYNAMIC HT  -        2055.063 (meters)    6742.32  (feet)  COMP
 MQ0133  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 MQ0133
 MQ0133  VERT ORDER  -  FIRST     CLASS II
 MQ0133
 MQ0133.This mark is at Rock Springs-Sweetwater Co Airport (RKS)
 MQ0133
 MQ0133.The horizontal coordinates were scaled from a topographic map and have
 MQ0133.an estimated accuracy of +/- 6 seconds.
 MQ0133
 MQ0133.The orthometric height was determined by differential leveling
 MQ0133.and adjusted by the National Geodetic Survey in June 1991..
 MQ0133
 MQ0133.The geoid height was determined by GEOID03.
 MQ0133
 MQ0133.The dynamic height is computed by dividing the NAVD 88
 MQ0133.geopotential number by the normal gravity value computed on the
 MQ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0133.degrees latitude (g = 980.6199 gals.).
 MQ0133
 MQ0133.The modeled gravity was interpolated from observed gravity values.
 MQ0133
 MQ0133;                    North         East    Units  Estimated Accuracy
 MQ0133;SPC WYWC     -   121,740.      574,160.      MT  (+/- 180 meters Scaled)
 MQ0133
 MQ0133                          SUPERSEDED SURVEY CONTROL
 MQ0133
 MQ0133  NGVD 29 (??/??/92) 2055.517  (m)         6743.81   (f) ADJ UNCH    1 2
 MQ0133
 MQ0133.Superseded values are not recommended for survey control.
 MQ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0133.See file dsdata.txt to determine how the superseded data were derived.
 MQ0133
 MQ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM616067(NAD 83)
 MQ0133_MARKER: DB = BENCH MARK DISK
 MQ0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0133_SP_SET: POLE BASE
 MQ0133_STAMPING: T 115 1956
 MQ0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0133
 MQ0133  HISTORY     - Date     Condition        Report By
 MQ0133  HISTORY     - 1956     MONUMENTED       CGS
 MQ0133  HISTORY     - 1973     GOOD             NGS
 MQ0133  HISTORY     - 1981     GOOD             USGS
 MQ0133
 MQ0133                          STATION DESCRIPTION
 MQ0133
 MQ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0133'9.4 MI E FROM ROCK SPRINGS.
 MQ0133'5.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0133'ROCK SPRINGS, THENCE 4.1 MILES EAST ALONG AN OILED ROAD, THENCE 0.3
 MQ0133'MILE SOUTHEAST ACROSS THE ROCK SPRINGS AIRPORT, 0.3 MILE SOUTHEAST OF
 MQ0133'THE ADMINISTRATION BUILDING, 0.1 MILE SOUTH OF THE SOUTH EDGE OF THE
 MQ0133'EAST AND WEST RUNWAY, 10 FEET EAST OF THE NORTH CORNER OF A
 MQ0133'TRANSFORMER BUILDING, 0.1 FOOT ABOVE THE GROUND, 1 FOOT WEST OF A RED
 MQ0133'AND WHITE POLE, SET IN THE TOP OF THE CONCRETE BASE OF THE POLE, IN
 MQ0133'SECTION 30, TOWNSHIP 19 NORTH, RANGE 103 WEST.
 MQ0133
 MQ0133                          STATION RECOVERY (1973)
 MQ0133
 MQ0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MQ0133'RECOVERED IN GOOD CONDITION.
 MQ0133
 MQ0133                          STATION RECOVERY (1981)
 MQ0133
 MQ0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MQ0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0364 ***********************************************************************
 MP0364  DESIGNATION -  T 116
 MP0364  PID         -  MP0364
 MP0364  STATE/COUNTY-  WY/SWEETWATER
 MP0364  USGS QUAD   -  CRESTON JUNCTION (1981)
 MP0364
 MP0364                         *CURRENT SURVEY CONTROL
 MP0364  ___________________________________________________________________
 MP0364* NAD 83(1986)-  41 43 10.     (N)    107 38 01.     (W)     SCALED    
 MP0364* NAVD 88     -      2082.142  (meters)    6831.16   (feet)  ADJUSTED  
 MP0364  ___________________________________________________________________
 MP0364  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 MP0364  DYNAMIC HT  -        2080.289 (meters)    6825.08  (feet)  COMP
 MP0364  MODELED GRAV-     979,659.1   (mgal)                       NAVD 88
 MP0364
 MP0364  VERT ORDER  -  FIRST     CLASS II
 MP0364
 MP0364.The horizontal coordinates were scaled from a topographic map and have
 MP0364.an estimated accuracy of +/- 6 seconds.
 MP0364
 MP0364.The orthometric height was determined by differential leveling
 MP0364.and adjusted by the National Geodetic Survey in June 1991..
 MP0364.WARNING-Repeat measurements at this control monument indicate possible
 MP0364.vertical movement.
 MP0364
 MP0364.The geoid height was determined by GEOID03.
 MP0364
 MP0364.The dynamic height is computed by dividing the NAVD 88
 MP0364.geopotential number by the normal gravity value computed on the
 MP0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0364.degrees latitude (g = 980.6199 gals.).
 MP0364
 MP0364.The modeled gravity was interpolated from observed gravity values.
 MP0364
 MP0364;                    North         East    Units  Estimated Accuracy
 MP0364;SPC WYWC     -   136,020.      692,890.      MT  (+/- 180 meters Scaled)
 MP0364
 MP0364                          SUPERSEDED SURVEY CONTROL
 MP0364
 MP0364  NGVD 29 (06/08/92) 2080.889  (m)         6827.05   (f) ADJUSTED    1 2
 MP0364
 MP0364.Superseded values are not recommended for survey control.
 MP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0364.See file dsdata.txt to determine how the superseded data were derived.
 MP0364
 MP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG809219(NAD 83)
 MP0364_MARKER: DB = BENCH MARK DISK
 MP0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0364_STAMPING: T 116 1956
 MP0364_MARK LOGO: CGS   
 MP0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0364+STABILITY: SURFACE MOTION
 MP0364
 MP0364  HISTORY     - Date     Condition        Report By
 MP0364  HISTORY     - 1956     MONUMENTED       CGS
 MP0364  HISTORY     - 1983     GOOD             NGS
 MP0364
 MP0364                          STATION DESCRIPTION
 MP0364
 MP0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0364'4.4 MI W FROM RINER.
 MP0364'4.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER TOWER
 MP0364'AT RINER, 130 FEET SOUTHWEST OF THE STATION SIGN AT CHEROKEE, 93 FEET
 MP0364'SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN LINE TRACK, 3 FEET NORTHEAST
 MP0364'OF A TELEPHONE POLE, 3.5 FEET EAST OF A WITNESS POST, SET IN THE TOP
 MP0364'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE
 MP0364'SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 20 NORTH, RANGE 91 WEST.
 MP0364
 MP0364                          STATION RECOVERY (1983)
 MP0364
 MP0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0391 ***********************************************************************
 MP0391  DESIGNATION -  T 117
 MP0391  PID         -  MP0391
 MP0391  STATE/COUNTY-  WY/SWEETWATER
 MP0391  USGS QUAD   -  EIGHTMILE LAKE (1981)
 MP0391
 MP0391                         *CURRENT SURVEY CONTROL
 MP0391  ___________________________________________________________________
 MP0391* NAD 83(1986)-  41 37 19.     (N)    107 57 33.     (W)     SCALED    
 MP0391* NAVD 88     -      2041.181  (meters)    6696.77   (feet)  ADJUSTED  
 MP0391  ___________________________________________________________________
 MP0391  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MP0391  DYNAMIC HT  -        2039.374 (meters)    6690.85  (feet)  COMP
 MP0391  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 MP0391
 MP0391  VERT ORDER  -  FIRST     CLASS II
 MP0391
 MP0391.The horizontal coordinates were scaled from a topographic map and have
 MP0391.an estimated accuracy of +/- 6 seconds.
 MP0391
 MP0391.The orthometric height was determined by differential leveling
 MP0391.and adjusted by the National Geodetic Survey in June 1991..
 MP0391
 MP0391.The geoid height was determined by GEOID03.
 MP0391
 MP0391.The dynamic height is computed by dividing the NAVD 88
 MP0391.geopotential number by the normal gravity value computed on the
 MP0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0391.degrees latitude (g = 980.6199 gals.).
 MP0391
 MP0391.The modeled gravity was interpolated from observed gravity values.
 MP0391
 MP0391;                    North         East    Units  Estimated Accuracy
 MP0391;SPC WYWC     -   124,890.      665,900.      MT  (+/- 180 meters Scaled)
 MP0391
 MP0391                          SUPERSEDED SURVEY CONTROL
 MP0391
 MP0391  NGVD 29 (??/??/92) 2039.865  (m)         6692.46   (f) ADJ UNCH    1 2
 MP0391
 MP0391.Superseded values are not recommended for survey control.
 MP0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0391.See file dsdata.txt to determine how the superseded data were derived.
 MP0391
 MP0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG534120(NAD 83)
 MP0391_MARKER: DB = BENCH MARK DISK
 MP0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0391_STAMPING: T 117 1956
 MP0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0391+STABILITY: SURFACE MOTION
 MP0391
 MP0391  HISTORY     - Date     Condition        Report By
 MP0391  HISTORY     - 1956     MONUMENTED       CGS
 MP0391
 MP0391                          STATION DESCRIPTION
 MP0391
 MP0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0391'3.5 MI S FROM WAMSUTTER.
 MP0391'3.5 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 MP0391'RAILROAD STATION AT WAMSUTTER, 57 FEET EAST OF THE CENTER LINE OF A
 MP0391'ROAD, 6.4 FEET SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 MP0391'TELEPHONE POLES, 2.7 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 MP0391'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 MP0391'SECTION 13, TOWNSHIP 19 NORTH, RANGE 94 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0160 ***********************************************************************
 NQ0160  DESIGNATION -  T 119
 NQ0160  PID         -  NQ0160
 NQ0160  STATE/COUNTY-  WY/PLATTE
 NQ0160  USGS QUAD   -  WHEATLAND (1990)
 NQ0160
 NQ0160                         *CURRENT SURVEY CONTROL
 NQ0160  ___________________________________________________________________
 NQ0160* NAD 83(1986)-  42 04 22.     (N)    104 57 08.     (W)     SCALED    
 NQ0160* NAVD 88     -      1428.091  (meters)    4685.33   (feet)  ADJUSTED  
 NQ0160  ___________________________________________________________________
 NQ0160  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0160  DYNAMIC HT  -        1427.166 (meters)    4682.29  (feet)  COMP
 NQ0160  MODELED GRAV-     979,924.7   (mgal)                       NAVD 88
 NQ0160
 NQ0160  VERT ORDER  -  FIRST     CLASS II
 NQ0160
 NQ0160.The horizontal coordinates were scaled from a topographic map and have
 NQ0160.an estimated accuracy of +/- 6 seconds.
 NQ0160
 NQ0160.The orthometric height was determined by differential leveling
 NQ0160.and adjusted by the National Geodetic Survey in June 1991..
 NQ0160
 NQ0160.The geoid height was determined by GEOID03.
 NQ0160
 NQ0160.The dynamic height is computed by dividing the NAVD 88
 NQ0160.geopotential number by the normal gravity value computed on the
 NQ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0160.degrees latitude (g = 980.6199 gals.).
 NQ0160
 NQ0160.The modeled gravity was interpolated from observed gravity values.
 NQ0160
 NQ0160;                    North         East    Units  Estimated Accuracy
 NQ0160;SPC WY E     -   174,680.      217,750.      MT  (+/- 180 meters Scaled)
 NQ0160
 NQ0160                          SUPERSEDED SURVEY CONTROL
 NQ0160
 NQ0160  NGVD 29 (??/??/92) 1427.287  (m)         4682.69   (f) ADJ UNCH    1 2
 NQ0160
 NQ0160.Superseded values are not recommended for survey control.
 NQ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0160.See file dsdata.txt to determine how the superseded data were derived.
 NQ0160
 NQ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG039578(NAD 83)
 NQ0160_MARKER: DB = BENCH MARK DISK
 NQ0160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0160_SP_SET: CULVERT
 NQ0160_STAMPING: T 119 1956
 NQ0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0160
 NQ0160  HISTORY     - Date     Condition        Report By
 NQ0160  HISTORY     - 1956     MONUMENTED       CGS
 NQ0160  HISTORY     - 1959     GOOD             NGS
 NQ0160  HISTORY     - 20030924 GOOD             USPSQD
 NQ0160
 NQ0160                          STATION DESCRIPTION
 NQ0160
 NQ0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NQ0160'1.2 MI NW FROM WHEATLAND.
 NQ0160'ABOUT 1.2 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0160'FROM THE STATION AT WHEATLAND, ABOUT 0.2 MILE NORTH OF MILEPOST
 NQ0160'215, IN THE SOUTHEAST 1/4 OF SECTION 1, T 24 N, R 68 W, 96 FEET
 NQ0160'WEST OF THE WEST RAIL, 26 FEET EAST OF THE CENTER LINE OF U.S.
 NQ0160'HIGHWAY 87, IN THE TOP AND CENTER OF THE EAST HEAD WALL OF A
 NQ0160'CONCRETE CULVERT UNDER THE HIGHWAY.
 NQ0160
 NQ0160                          STATION RECOVERY (2003)
 NQ0160
 NQ0160'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 NQ0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0210 ***********************************************************************
 PX0210  DESIGNATION -  T 12
 PX0210  PID         -  PX0210
 PX0210  STATE/COUNTY-  WY/PARK
 PX0210  USGS QUAD   -  CHIMNEY ROCK (1991)
 PX0210
 PX0210                         *CURRENT SURVEY CONTROL
 PX0210  ___________________________________________________________________
 PX0210* NAD 83(1986)-  44 28 01.     (N)    109 52 11.     (W)     SCALED    
 PX0210* NAVD 88     -      1961.638  (meters)    6435.81   (feet)  POSTED    
 PX0210  ___________________________________________________________________
 PX0210  GEOID HEIGHT-          -7.63  (meters)                     GEOID03
 PX0210  DYNAMIC HT  -        1960.500 (meters)    6432.07  (feet)  COMP
 PX0210  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 PX0210
 PX0210  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PX0210
 PX0210.The horizontal coordinates were scaled from a topographic map and have
 PX0210.an estimated accuracy of +/- 6 seconds.
 PX0210
 PX0210.The orthometric height was determined by differential leveling
 PX0210.and adjusted by the National Geodetic Survey in 1992..
 PX0210.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PX0210.rate of 0.0 thru 1.0 mm/km.
 PX0210
 PX0210.The geoid height was determined by GEOID03.
 PX0210
 PX0210.The dynamic height is computed by dividing the NAVD 88
 PX0210.geopotential number by the normal gravity value computed on the
 PX0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0210.degrees latitude (g = 980.6199 gals.).
 PX0210
 PX0210.The modeled gravity was interpolated from observed gravity values.
 PX0210
 PX0210;                    North         East    Units  Estimated Accuracy
 PX0210;SPC WYWC     -   441,240.      510,900.      MT  (+/- 180 meters Scaled)
 PX0210
 PX0210                          SUPERSEDED SURVEY CONTROL
 PX0210
 PX0210  NGVD 29 (??/??/92) 1960.428  (m)         6431.84   (f) ADJ UNCH    2 0
 PX0210
 PX0210.Superseded values are not recommended for survey control.
 PX0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0210.See file dsdata.txt to determine how the superseded data were derived.
 PX0210
 PX0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ899243(NAD 83)
 PX0210_MARKER: DB = BENCH MARK DISK
 PX0210_SETTING: 80 = SET IN A BOULDER
 PX0210_STAMPING: 6431.591 T 12 1923
 PX0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0210+STABILITY: SURFACE MOTION
 PX0210
 PX0210  HISTORY     - Date     Condition        Report By
 PX0210  HISTORY     - 1923     MONUMENTED       CGS
 PX0210  HISTORY     - 1970     GOOD             USGS
 PX0210
 PX0210                          STATION DESCRIPTION
 PX0210
 PX0210'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PX0210'8.0 MI E FROM EAST ENTRANCE.
 PX0210'8.0 MI E ALONG U.S. HWY FROM THE EAST ENTRANCE, YELLOWSTONE NATIONAL
 PX0210'PARK, 98 FT SW AND 10 FT LOWER THAN E EXIT OF WAYFARERS CHAPEL, 30 FT
 PX0210'NW OF W ONE OF A LARGE PINES AND 15 N OF RIVER.  A STD DISK STAMPED
 PX0210'6431.591 T 12 1923 1923 AND SET IN THE TOP OF A LARGE BOULDER
 PX0210'PROJECTING 1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0213 ***********************************************************************
 PV0213  DESIGNATION -  T 120
 PV0213  PID         -  PV0213
 PV0213  STATE/COUNTY-  WY/CROOK
 PV0213  USGS QUAD   -  ROZET SE (1971)
 PV0213
 PV0213                         *CURRENT SURVEY CONTROL
 PV0213  ___________________________________________________________________
 PV0213* NAD 83(1986)-  44 17 03.     (N)    105 04 54.     (W)     SCALED    
 PV0213* NAVD 88     -      1283.742  (meters)    4211.74   (feet)  ADJUSTED  
 PV0213  ___________________________________________________________________
 PV0213  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0213  DYNAMIC HT  -        1283.220 (meters)    4210.03  (feet)  COMP
 PV0213  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 PV0213  OBS GRAVITY -     980,168.6   (mgal)                       GRAV_OBS
 PV0213
 PV0213  VERT ORDER  -  FIRST     CLASS II
 PV0213
 PV0213.The horizontal coordinates were scaled from a topographic map and have
 PV0213.an estimated accuracy of +/- 6 seconds.
 PV0213
 PV0213.The orthometric height was determined by differential leveling
 PV0213.and adjusted by the National Geodetic Survey in June 1991..
 PV0213.WARNING-Repeat measurements at this control monument indicate possible
 PV0213.vertical movement.
 PV0213
 PV0213.The geoid height was determined by GEOID03.
 PV0213
 PV0213.The dynamic height is computed by dividing the NAVD 88
 PV0213.geopotential number by the normal gravity value computed on the
 PV0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0213.degrees latitude (g = 980.6199 gals.).
 PV0213
 PV0213.The modeled gravity was interpolated from observed gravity values.
 PV0213.The observed gravity was obtained from relative gravimeter ties
 PV0213.to the IGSN71 gravity network.
 PV0213
 PV0213;                    North         East    Units  Estimated Accuracy
 PV0213;SPC WY E     -   420,330.      206,780.      MT  (+/- 180 meters Scaled)
 PV0213
 PV0213                          SUPERSEDED SURVEY CONTROL
 PV0213
 PV0213  NGVD 29 (??/??/92) 1283.124  (m)         4209.72   (f) ADJ UNCH    1 2
 PV0213
 PV0213.Superseded values are not recommended for survey control.
 PV0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0213.See file dsdata.txt to determine how the superseded data were derived.
 PV0213
 PV0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK934034(NAD 83)
 PV0213_MARKER: DB = BENCH MARK DISK
 PV0213_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0213_SP_SET: BRIDGE ABUTMENT
 PV0213_STAMPING: T 120 1957
 PV0213_MARK LOGO: CGS   
 PV0213_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0213
 PV0213  HISTORY     - Date     Condition        Report By
 PV0213  HISTORY     - 1957     MONUMENTED       CGS
 PV0213  HISTORY     - 1985     GOOD             NGS
 PV0213  HISTORY     - 20000609 MARK NOT FOUND   USGS
 PV0213
 PV0213                          STATION DESCRIPTION
 PV0213
 PV0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0213'6.8 MI W FROM MOORCROFT.
 PV0213'6.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0213'FROM THE STATION AT MOORCROFT, 5 1/2 POLES EAST OF THE
 PV0213'CAMPBELL-CROOK COUNTY LINE, 6 1/2 RAILS EAST OF THE CENTER OF
 PV0213'A ROAD CROSSING, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT
 PV0213'OF BRIDGE 575.99, 6 1/2 FEET NORTH OF THE NORTH RAIL AND ABOUT 5
 PV0213'FEET BELOW THE TRACK.
 PV0213
 PV0213                          STATION RECOVERY (1985)
 PV0213
 PV0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0213'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--11.24 KM (6.99 MI) WEST
 PV0213'ALONG STATE HIGHWAY 51 AND US HIGHWAY 16 FROM THE JUNCTION OF US
 PV0213'HIGHWAY 14 AT MOORCROFT, 91.7 METERS (301 FT) SOUTH OF THE HIGHWAY
 PV0213'CENTERLINE.
 PV0213
 PV0213                          STATION RECOVERY (2000)
 PV0213
 PV0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0213'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0261 ***********************************************************************
 PV0261  DESIGNATION -  T 121
 PV0261  PID         -  PV0261
 PV0261  STATE/COUNTY-  WY/CAMPBELL
 PV0261  USGS QUAD   -  GILLETTE WEST (1971)
 PV0261
 PV0261                         *CURRENT SURVEY CONTROL
 PV0261  ___________________________________________________________________
 PV0261* NAD 83(1986)-  44 17 51.     (N)    105 31 46.     (W)     SCALED    
 PV0261* NAVD 88     -      1398.202  (meters)    4587.27   (feet)  ADJUSTED  
 PV0261  ___________________________________________________________________
 PV0261  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0261  DYNAMIC HT  -        1397.627 (meters)    4585.38  (feet)  COMP
 PV0261  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 PV0261
 PV0261  VERT ORDER  -  FIRST     CLASS II
 PV0261
 PV0261.The horizontal coordinates were scaled from a topographic map and have
 PV0261.an estimated accuracy of +/- 6 seconds.
 PV0261
 PV0261.The orthometric height was determined by differential leveling
 PV0261.and adjusted by the National Geodetic Survey in June 1991..
 PV0261
 PV0261.The geoid height was determined by GEOID03.
 PV0261
 PV0261.The dynamic height is computed by dividing the NAVD 88
 PV0261.geopotential number by the normal gravity value computed on the
 PV0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0261.degrees latitude (g = 980.6199 gals.).
 PV0261
 PV0261.The modeled gravity was interpolated from observed gravity values.
 PV0261
 PV0261;                    North         East    Units  Estimated Accuracy
 PV0261;SPC WY E     -   421,870.      171,050.      MT  (+/- 180 meters Scaled)
 PV0261
 PV0261                          SUPERSEDED SURVEY CONTROL
 PV0261
 PV0261  NGVD 29 (??/??/92) 1397.550  (m)         4585.13   (f) ADJ UNCH    1 2
 PV0261
 PV0261.Superseded values are not recommended for survey control.
 PV0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0261.See file dsdata.txt to determine how the superseded data were derived.
 PV0261
 PV0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK577050(NAD 83)
 PV0261_MARKER: DB = BENCH MARK DISK
 PV0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0261_SP_SET: BRIDGE ABUTMENT
 PV0261_STAMPING: T 121 1957
 PV0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0261
 PV0261  HISTORY     - Date     Condition        Report By
 PV0261  HISTORY     - 1957     MONUMENTED       CGS
 PV0261  HISTORY     - 1977     GOOD             NGS
 PV0261  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0261
 PV0261                          STATION DESCRIPTION
 PV0261
 PV0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0261'1.2 MI W FROM GILLETTE.
 PV0261'ABOUT 1.25 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0261'RAILROAD FROM THE STATION AT GILLETTE, AT THE WEST END OF THE
 PV0261'OVERPASS OVER U.S. HIGHWAY 16, IN THE TOP OF THE NORTH END
 PV0261'OF THE CONCRETE ABUTMENT, 7 FEET NORTH OF THE NORTH RAIL AND
 PV0261'ABOUT 4 FEET BELOW THE TRACK.
 PV0261
 PV0261                          STATION RECOVERY (1977)
 PV0261
 PV0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PV0261'RECOVERED IN GOOD CONDITION.
 PV0261
 PV0261                          STATION RECOVERY (1985)
 PV0261
 PV0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0261'NOT RECOVERED.  BRIDGE DESCRIBED HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0299 ***********************************************************************
 PV0299  DESIGNATION -  T 122
 PV0299  PID         -  PV0299
 PV0299  STATE/COUNTY-  WY/CAMPBELL
 PV0299  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0299
 PV0299                         *CURRENT SURVEY CONTROL
 PV0299  ___________________________________________________________________
 PV0299* NAD 83(1986)-  44 25 48.     (N)    105 50 28.     (W)     SCALED    
 PV0299* NAVD 88     -      1252.650  (meters)    4109.74   (feet)  ADJUSTED  
 PV0299  ___________________________________________________________________
 PV0299  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 PV0299  DYNAMIC HT  -        1252.143 (meters)    4108.07  (feet)  COMP
 PV0299  MODELED GRAV-     980,169.3   (mgal)                       NAVD 88
 PV0299
 PV0299  VERT ORDER  -  FIRST     CLASS II
 PV0299
 PV0299.The horizontal coordinates were scaled from a topographic map and have
 PV0299.an estimated accuracy of +/- 6 seconds.
 PV0299
 PV0299.The orthometric height was determined by differential leveling
 PV0299.and adjusted by the National Geodetic Survey in June 1991..
 PV0299
 PV0299.The geoid height was determined by GEOID03.
 PV0299
 PV0299.The dynamic height is computed by dividing the NAVD 88
 PV0299.geopotential number by the normal gravity value computed on the
 PV0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0299.degrees latitude (g = 980.6199 gals.).
 PV0299
 PV0299.The modeled gravity was interpolated from observed gravity values.
 PV0299
 PV0299;                    North         East    Units  Estimated Accuracy
 PV0299;SPC WY E     -   436,750.      146,300.      MT  (+/- 180 meters Scaled)
 PV0299
 PV0299                          SUPERSEDED SURVEY CONTROL
 PV0299
 PV0299  NGVD 29 (??/??/92) 1251.972  (m)         4107.51   (f) ADJ UNCH    1 2
 PV0299
 PV0299.Superseded values are not recommended for survey control.
 PV0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0299.See file dsdata.txt to determine how the superseded data were derived.
 PV0299
 PV0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK330199(NAD 83)
 PV0299_MARKER: DB = BENCH MARK DISK
 PV0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0299_SP_SET: BRIDGE ABTUMENT
 PV0299_STAMPING: T 122 1957
 PV0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0299
 PV0299  HISTORY     - Date     Condition        Report By
 PV0299  HISTORY     - 1957     MONUMENTED       CGS
 PV0299
 PV0299                          STATION DESCRIPTION
 PV0299
 PV0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0299'21.4 MI NW FROM GILLETTE.
 PV0299'ABOUT 21.4 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 PV0299'QUINCY RAILROAD FROM THE STATION AT GILLETTE, IN THE TOP OF THE
 PV0299'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE 618.62
 PV0299'OVER WILD HORSE CREEK, 7 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 PV0299'RAIL AND ABOUT 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0204 ***********************************************************************
 PW0204  DESIGNATION -  T 123
 PW0204  PID         -  PW0204
 PW0204  STATE/COUNTY-  WY/SHERIDAN
 PW0204  USGS QUAD   -  RANCHESTER (1978)
 PW0204
 PW0204                         *CURRENT SURVEY CONTROL
 PW0204  ___________________________________________________________________
 PW0204* NAD 83(1986)-  44 54 35.     (N)    107 08 13.     (W)     SCALED    
 PW0204* NAVD 88     -      1137.850  (meters)    3733.10   (feet)  ADJUSTED  
 PW0204  ___________________________________________________________________
 PW0204  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 PW0204  DYNAMIC HT  -        1137.444 (meters)    3731.76  (feet)  COMP
 PW0204  MODELED GRAV-     980,221.9   (mgal)                       NAVD 88
 PW0204
 PW0204  VERT ORDER  -  FIRST     CLASS II
 PW0204
 PW0204.The horizontal coordinates were scaled from a topographic map and have
 PW0204.an estimated accuracy of +/- 6 seconds.
 PW0204
 PW0204.The orthometric height was determined by differential leveling
 PW0204.and adjusted by the National Geodetic Survey in June 1991..
 PW0204
 PW0204.The geoid height was determined by GEOID03.
 PW0204
 PW0204.The dynamic height is computed by dividing the NAVD 88
 PW0204.geopotential number by the normal gravity value computed on the
 PW0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0204.degrees latitude (g = 980.6199 gals.).
 PW0204
 PW0204.The modeled gravity was interpolated from observed gravity values.
 PW0204
 PW0204;                    North         East    Units  Estimated Accuracy
 PW0204;SPC WYEC     -   589,850.      415,510.      MT  (+/- 180 meters Scaled)
 PW0204
 PW0204                          SUPERSEDED SURVEY CONTROL
 PW0204
 PW0204  NGVD 29 (??/??/92) 1137.094  (m)         3730.62   (f) ADJ UNCH    1 2
 PW0204
 PW0204.Superseded values are not recommended for survey control.
 PW0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0204.See file dsdata.txt to determine how the superseded data were derived.
 PW0204
 PW0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK313751(NAD 83)
 PW0204_MARKER: DB = BENCH MARK DISK
 PW0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0204_STAMPING: T 123 1957
 PW0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0204+STABILITY: SURFACE MOTION
 PW0204
 PW0204  HISTORY     - Date     Condition        Report By
 PW0204  HISTORY     - 1957     MONUMENTED       CGS
 PW0204
 PW0204                          STATION DESCRIPTION
 PW0204
 PW0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0204'1.3 MI E FROM RANCHESTER.
 PW0204'ABOUT 1.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0204'FROM THE STATION AT RANCHESTER, 26 1/2 FEET NORTHWEST OF THE 17TH POLE
 PW0204'EAST OF MILEPOST 714, AT A RANCH HOUSE OWNED BY LEROY PRILL, 103 FEET
 PW0204'SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 43 FEET NORTH OF THE NORTH
 PW0204'RAIL, 20 FEET NORTH OF A FENCE, 5 FEET EAST OF A 30-INCH COTTONWOOD, 1
 PW0204'FOOT WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 PW0204'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0021 ***********************************************************************
 OU0021  DESIGNATION -  T 124
 OU0021  PID         -  OU0021
 OU0021  STATE/COUNTY-  WY/WESTON
 OU0021  USGS QUAD   -  CLIFTON (1951)
 OU0021
 OU0021                         *CURRENT SURVEY CONTROL
 OU0021  ___________________________________________________________________
 OU0021* NAD 83(1986)-  43 37 40.     (N)    104 04 47.     (W)     SCALED    
 OU0021* NAVD 88     -      1193.846  (meters)    3916.81   (feet)  ADJUSTED  
 OU0021  ___________________________________________________________________
 OU0021  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 OU0021  DYNAMIC HT  -        1193.346 (meters)    3915.17  (feet)  COMP
 OU0021  MODELED GRAV-     980,158.4   (mgal)                       NAVD 88
 OU0021
 OU0021  VERT ORDER  -  FIRST     CLASS II
 OU0021
 OU0021.The horizontal coordinates were scaled from a topographic map and have
 OU0021.an estimated accuracy of +/- 6 seconds.
 OU0021
 OU0021.The orthometric height was determined by differential leveling
 OU0021.and adjusted by the National Geodetic Survey in June 1991..
 OU0021
 OU0021.The geoid height was determined by GEOID03.
 OU0021
 OU0021.The dynamic height is computed by dividing the NAVD 88
 OU0021.geopotential number by the normal gravity value computed on the
 OU0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0021.degrees latitude (g = 980.6199 gals.).
 OU0021
 OU0021.The modeled gravity was interpolated from observed gravity values.
 OU0021
 OU0021;                    North         East    Units  Estimated Accuracy
 OU0021;SPC WY E     -   347,970.      287,720.      MT  (+/- 180 meters Scaled)
 OU0021
 OU0021                          SUPERSEDED SURVEY CONTROL
 OU0021
 OU0021  NGVD 29 (??/??/92) 1193.258  (m)         3914.88   (f) ADJ UNCH    1 2
 OU0021
 OU0021.Superseded values are not recommended for survey control.
 OU0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0021.See file dsdata.txt to determine how the superseded data were derived.
 OU0021
 OU0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ742309(NAD 83)
 OU0021_MARKER: DB = BENCH MARK DISK
 OU0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OU0021_SP_SET: BRIDGE ABUTMENT
 OU0021_STAMPING: T 124 1957
 OU0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0021
 OU0021  HISTORY     - Date     Condition        Report By
 OU0021  HISTORY     - 1957     MONUMENTED       CGS
 OU0021
 OU0021                          STATION DESCRIPTION
 OU0021
 OU0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0021'17.7 MI SE FROM NEWCASTLE.
 OU0021'ABOUT 17.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0021'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 9,
 OU0021'T. 42 N., R. 60 W., IN THE TOP OF THE NORTHEAST END OF THE
 OU0021'NORTHWEST ABUTMENT OF BRIDGE 502.94, 5 1/2 FEET NORTHEAST OF THE
 OU0021'NORTHEAST RAIL AND ABOUT 2 FEET BELOW THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0065 ***********************************************************************
 OU0065  DESIGNATION -  T 125
 OU0065  PID         -  OU0065
 OU0065  STATE/COUNTY-  WY/WESTON
 OU0065  USGS QUAD   -  PEDRO (1972)
 OU0065
 OU0065                         *CURRENT SURVEY CONTROL
 OU0065  ___________________________________________________________________
 OU0065* NAD 83(1986)-  43 54 34.     (N)    104 20 56.     (W)     SCALED    
 OU0065* NAVD 88     -      1280.023  (meters)    4199.54   (feet)  ADJUSTED  
 OU0065  ___________________________________________________________________
 OU0065  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 OU0065  DYNAMIC HT  -        1279.474 (meters)    4197.74  (feet)  COMP
 OU0065  MODELED GRAV-     980,144.7   (mgal)                       NAVD 88
 OU0065
 OU0065  VERT ORDER  -  FIRST     CLASS II
 OU0065
 OU0065.The horizontal coordinates were scaled from a topographic map and have
 OU0065.an estimated accuracy of +/- 6 seconds.
 OU0065
 OU0065.The orthometric height was determined by differential leveling
 OU0065.and adjusted by the National Geodetic Survey in June 1991..
 OU0065
 OU0065.The geoid height was determined by GEOID03.
 OU0065
 OU0065.The dynamic height is computed by dividing the NAVD 88
 OU0065.geopotential number by the normal gravity value computed on the
 OU0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0065.degrees latitude (g = 980.6199 gals.).
 OU0065
 OU0065.The modeled gravity was interpolated from observed gravity values.
 OU0065
 OU0065;                    North         East    Units  Estimated Accuracy
 OU0065;SPC WY E     -   379,010.      265,690.      MT  (+/- 180 meters Scaled)
 OU0065
 OU0065                          SUPERSEDED SURVEY CONTROL
 OU0065
 OU0065  NGVD 29 (??/??/92) 1279.384  (m)         4197.45   (f) ADJ UNCH    1 2
 OU0065
 OU0065.Superseded values are not recommended for survey control.
 OU0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0065.See file dsdata.txt to determine how the superseded data were derived.
 OU0065
 OU0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ522620(NAD 83)
 OU0065_MARKER: DB = BENCH MARK DISK
 OU0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0065_SP_SET: CONCRETE POST
 OU0065_STAMPING: T 125 1957
 OU0065_MARK LOGO: CGS   
 OU0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0065+STABILITY: SURFACE MOTION
 OU0065
 OU0065  HISTORY     - Date     Condition        Report By
 OU0065  HISTORY     - 1957     MONUMENTED       CGS
 OU0065  HISTORY     - 1985     GOOD             NGS
 OU0065
 OU0065                          STATION DESCRIPTION
 OU0065
 OU0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0065'6.2 MI SE FROM OSAGE.
 OU0065'ABOUT 6.15 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0065'QUINCY RAILROAD FROM THE STATION AT OSAGE, 0.55 MILE NORTHWEST
 OU0065'OF THE STATION SIGN AT PEDRO SIDING, 10 POLES NORTHWEST OF
 OU0065'MILEPOST 529, ON THE OUTSIDE OF A CURVE AND 3 1/2 RAILS SOUTHEAST
 OU0065'OF THE SOUTHEAST END OF A THROUGH CUT, 87 FEET SOUTHWEST OF THE
 OU0065'SOUTHWEST RAIL, 66 FEET NORTHEAST OF THE CENTER LINE OF THE
 OU0065'OLD GRADE OF U.S. HIGHWAY 16, 18 FEET WEST-NORTHWEST OF A POWER
 OU0065'POLE, 5 1/2 FEET NORTHEAST OF THE FENCE LINE, 2 1/2 FEET NORTHWEST
 OU0065'OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET LOWER THAN THE
 OU0065'TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 OU0065
 OU0065                          STATION RECOVERY (1985)
 OU0065
 OU0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0065'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--14.2 KM (8.85 MI) NORTHWEST
 OU0065'ALONG US HIGHWAY 16 FROM THE COUNTY COURTHOUSE AT NEWCASTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0021 ***********************************************************************
 PW0021  DESIGNATION -  T 126
 PW0021  PID         -  PW0021
 PW0021  STATE/COUNTY-  WY/SHERIDAN
 PW0021  USGS QUAD   -  ARVADA (1971)
 PW0021
 PW0021                         *CURRENT SURVEY CONTROL
 PW0021  ___________________________________________________________________
 PW0021* NAD 83(1986)-  44 43 16.     (N)    106 12 46.     (W)     SCALED    
 PW0021* NAVD 88     -      1167.642  (meters)    3830.84   (feet)  ADJUSTED  
 PW0021  ___________________________________________________________________
 PW0021  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 PW0021  DYNAMIC HT  -        1167.206 (meters)    3829.41  (feet)  COMP
 PW0021  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 PW0021
 PW0021  VERT ORDER  -  FIRST     CLASS II
 PW0021
 PW0021.The horizontal coordinates were scaled from a topographic map and have
 PW0021.an estimated accuracy of +/- 6 seconds.
 PW0021
 PW0021.The orthometric height was determined by differential leveling
 PW0021.and adjusted by the National Geodetic Survey in June 1991..
 PW0021
 PW0021.The geoid height was determined by GEOID03.
 PW0021
 PW0021.The dynamic height is computed by dividing the NAVD 88
 PW0021.geopotential number by the normal gravity value computed on the
 PW0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0021.degrees latitude (g = 980.6199 gals.).
 PW0021
 PW0021.The modeled gravity was interpolated from observed gravity values.
 PW0021
 PW0021;                    North         East    Units  Estimated Accuracy
 PW0021;SPC WYEC     -   569,490.      488,770.      MT  (+/- 180 meters Scaled)
 PW0021
 PW0021                          SUPERSEDED SURVEY CONTROL
 PW0021
 PW0021  NGVD 29 (??/??/92) 1166.946  (m)         3828.56   (f) ADJ UNCH    1 2
 PW0021
 PW0021.Superseded values are not recommended for survey control.
 PW0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0021.See file dsdata.txt to determine how the superseded data were derived.
 PW0021
 PW0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK039526(NAD 83)
 PW0021_MARKER: DB = BENCH MARK DISK
 PW0021_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0021_SP_SET: 50 FEET
 PW0021_STAMPING: T 126 1957
 PW0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0021
 PW0021  HISTORY     - Date     Condition        Report By
 PW0021  HISTORY     - 1957     MONUMENTED       CGS
 PW0021
 PW0021                          STATION DESCRIPTION
 PW0021
 PW0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0021'8.1 MI NW FROM ARVADA.
 PW0021'8.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0021'FROM THE STATION AT ARVADA, 30 FEET EAST OF THE 4TH POLE WEST OF THE
 PW0021'MILEPOST 649, ABOUT 0.2 MILE NORTH OF A RANCH HOUSE, 58 FEET NORTH OF
 PW0021'THE NORTH RAIL, 121 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 91
 PW0021'FEET EAST OF THE EAST CONCRETE GATE POST IN A FENCE LINE, 2 1/2 FEET
 PW0021'SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 PW0021'FOOT BELOW THE LEVEL OF THE TRACK, A DISK CLAMPED ON THE TOP OF A
 PW0021'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 50 FEET AND IS
 PW0021'ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0022 ***********************************************************************
 PW0022  DESIGNATION -  T 127
 PW0022  PID         -  PW0022
 PW0022  STATE/COUNTY-  WY/SHERIDAN
 PW0022  USGS QUAD   -  ARVADA (1971)
 PW0022
 PW0022                         *CURRENT SURVEY CONTROL
 PW0022  ___________________________________________________________________
 PW0022* NAD 83(1986)-  44 43 38.     (N)    106 13 53.     (W)     SCALED    
 PW0022* NAVD 88     -      1160.239  (meters)    3806.55   (feet)  ADJUSTED  
 PW0022  ___________________________________________________________________
 PW0022  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 PW0022  DYNAMIC HT  -        1159.807 (meters)    3805.13  (feet)  COMP
 PW0022  MODELED GRAV-     980,205.6   (mgal)                       NAVD 88
 PW0022
 PW0022  VERT ORDER  -  FIRST     CLASS II
 PW0022
 PW0022.The horizontal coordinates were scaled from a topographic map and have
 PW0022.an estimated accuracy of +/- 6 seconds.
 PW0022
 PW0022.The orthometric height was determined by differential leveling
 PW0022.and adjusted by the National Geodetic Survey in June 1991..
 PW0022
 PW0022.The geoid height was determined by GEOID03.
 PW0022
 PW0022.The dynamic height is computed by dividing the NAVD 88
 PW0022.geopotential number by the normal gravity value computed on the
 PW0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0022.degrees latitude (g = 980.6199 gals.).
 PW0022
 PW0022.The modeled gravity was interpolated from observed gravity values.
 PW0022
 PW0022;                    North         East    Units  Estimated Accuracy
 PW0022;SPC WYEC     -   570,140.      487,290.      MT  (+/- 180 meters Scaled)
 PW0022
 PW0022                          SUPERSEDED SURVEY CONTROL
 PW0022
 PW0022  NGVD 29 (??/??/92) 1159.543  (m)         3804.27   (f) ADJ UNCH    1 2
 PW0022
 PW0022.Superseded values are not recommended for survey control.
 PW0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0022.See file dsdata.txt to determine how the superseded data were derived.
 PW0022
 PW0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK024533(NAD 83)
 PW0022_MARKER: DB = BENCH MARK DISK
 PW0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0022_STAMPING: T 127 1957
 PW0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0022
 PW0022  HISTORY     - Date     Condition        Report By
 PW0022  HISTORY     - 1957     MONUMENTED       CGS
 PW0022
 PW0022                          STATION DESCRIPTION
 PW0022
 PW0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0022'9.1 MI NW FROM ARVADA.
 PW0022'9.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0022'FROM THE STATION AT ARVADA, 62 FEET WEST OF THE 5TH POLE WEST OF
 PW0022'MILEPOST 650, AT THE EAST END OF A LARGE CUT, 28 FEET NORTH OF THE
 PW0022'NORTH RAIL, 15 1/2 FEET SOUTH OF A FENCE, 15 FEET NORTH OF THE NORTH
 PW0022'END OF A HAND CAR SET OFF, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 PW0022'ABOUT LEVEL WITH THE TRACK, A DISK ON THE TOP OF A 3-INCH IRON PIPE
 PW0022'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0206 ***********************************************************************
 PW0206  DESIGNATION -  T 129
 PW0206  PID         -  PW0206
 PW0206  STATE/COUNTY-  WY/SHERIDAN
 PW0206  USGS QUAD   -  MONARCH (1978)
 PW0206
 PW0206                         *CURRENT SURVEY CONTROL
 PW0206  ___________________________________________________________________
 PW0206* NAD 83(1986)-  44 54 44.     (N)    107 05 52.     (W)     SCALED    
 PW0206* NAVD 88     -      1130.580  (meters)    3709.24   (feet)  ADJUSTED  
 PW0206  ___________________________________________________________________
 PW0206  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 PW0206  DYNAMIC HT  -        1130.178 (meters)    3707.93  (feet)  COMP
 PW0206  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 PW0206
 PW0206  VERT ORDER  -  FIRST     CLASS II
 PW0206
 PW0206.The horizontal coordinates were scaled from a topographic map and have
 PW0206.an estimated accuracy of +/- 6 seconds.
 PW0206
 PW0206.The orthometric height was determined by differential leveling
 PW0206.and adjusted by the National Geodetic Survey in June 1991..
 PW0206
 PW0206.The geoid height was determined by GEOID03.
 PW0206
 PW0206.The dynamic height is computed by dividing the NAVD 88
 PW0206.geopotential number by the normal gravity value computed on the
 PW0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0206.degrees latitude (g = 980.6199 gals.).
 PW0206
 PW0206.The modeled gravity was interpolated from observed gravity values.
 PW0206
 PW0206;                    North         East    Units  Estimated Accuracy
 PW0206;SPC WYEC     -   590,140.      418,600.      MT  (+/- 180 meters Scaled)
 PW0206
 PW0206                          SUPERSEDED SURVEY CONTROL
 PW0206
 PW0206  NGVD 29 (??/??/92) 1129.829  (m)         3706.78   (f) ADJ UNCH    1 2
 PW0206
 PW0206.Superseded values are not recommended for survey control.
 PW0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0206.See file dsdata.txt to determine how the superseded data were derived.
 PW0206
 PW0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK344753(NAD 83)
 PW0206_MARKER: DB = BENCH MARK DISK
 PW0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0206_SP_SET: ABUTMENT
 PW0206_STAMPING: T 129 1957
 PW0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0206
 PW0206  HISTORY     - Date     Condition        Report By
 PW0206  HISTORY     - 1957     MONUMENTED       CGS
 PW0206  HISTORY     - 1983     GOOD             NGS
 PW0206
 PW0206                          STATION DESCRIPTION
 PW0206
 PW0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0206'3.6 MI W FROM KLEENBURN.
 PW0206'ABOUT 3.6 MILES WEST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 PW0206'RAILROAD FROM THE STATION AT KLEENBURN, 3.15 MILES EAST OF THE STATION
 PW0206'AT RANCHESTER, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 PW0206'ABUTMENT OF BRIDGE NUMBER 711.69 OVER EARLY CREEK, 5 1/2 FEET SOUTH OF
 PW0206'THE SOUTH RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 PW0206
 PW0206                          STATION RECOVERY (1983)
 PW0206
 PW0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0206'ADDITION: THE MARK IS NOW 0.9 M (3 FT) BELOW THELEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0072 ***********************************************************************
 PY0072  DESIGNATION -  T 13
 PY0072  PID         -  PY0072
 PY0072  STATE/COUNTY-  WY/TETON
 PY0072  USGS QUAD   -  FLAGG RANCH (1996)
 PY0072
 PY0072                         *CURRENT SURVEY CONTROL
 PY0072  ___________________________________________________________________
 PY0072* NAD 83(1986)-  44 06 54.     (N)    110 39 52.     (W)     SCALED    
 PY0072* NAVD 88     -      2090.348  (meters)    6858.08   (feet)  ADJUSTED  
 PY0072  ___________________________________________________________________
 PY0072  GEOID HEIGHT-          -8.51  (meters)                     GEOID03
 PY0072  DYNAMIC HT  -        2089.022 (meters)    6853.73  (feet)  COMP
 PY0072  MODELED GRAV-     979,909.4   (mgal)                       NAVD 88
 PY0072
 PY0072  VERT ORDER  -  FIRST     CLASS II
 PY0072
 PY0072.The horizontal coordinates were scaled from a topographic map and have
 PY0072.an estimated accuracy of +/- 6 seconds.
 PY0072
 PY0072.The orthometric height was determined by differential leveling
 PY0072.and adjusted by the National Geodetic Survey in June 1991..
 PY0072
 PY0072.The geoid height was determined by GEOID03.
 PY0072
 PY0072.The dynamic height is computed by dividing the NAVD 88
 PY0072.geopotential number by the normal gravity value computed on the
 PY0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0072.degrees latitude (g = 980.6199 gals.).
 PY0072
 PY0072.The modeled gravity was interpolated from observed gravity values.
 PY0072
 PY0072;                    North         East    Units  Estimated Accuracy
 PY0072;SPC WY W     -   501,690.      753,480.      MT  (+/- 180 meters Scaled)
 PY0072
 PY0072                          SUPERSEDED SURVEY CONTROL
 PY0072
 PY0072  NGVD 29 (08/20/92) 2089.070  (m)         6853.89   (f) ADJUSTED    1 2
 PY0072
 PY0072.Superseded values are not recommended for survey control.
 PY0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0072.See file dsdata.txt to determine how the superseded data were derived.
 PY0072
 PY0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP268847(NAD 83)
 PY0072_MARKER: DB = BENCH MARK DISK
 PY0072_SETTING: 80 = SET IN A BOULDER
 PY0072_SP_SET: BOULDER
 PY0072_STAMPING: T-13 1923
 PY0072_MARK LOGO: CGS   
 PY0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0072+STABILITY: SURFACE MOTION
 PY0072
 PY0072  HISTORY     - Date     Condition        Report By
 PY0072  HISTORY     - UNK      MONUMENTED       CGS
 PY0072  HISTORY     - 1956     GOOD             USGS
 PY0072  HISTORY     - 1976     GOOD             LOCENG
 PY0072  HISTORY     - 1987     GOOD             NGS
 PY0072
 PY0072                          STATION DESCRIPTION
 PY0072
 PY0072'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0072'1.6 MI S FROM SOUTH ENTRANCE.
 PY0072'IN TETON COUNTY, 1.6 MILES SOUTH ALONG US 89-287 FROM SOUTH ENTRANCE,
 PY0072'YELLOWSTONE NATIONAL PARK, 60 FEET EAST OF HIGHWAY CENTERLINE,
 PY0072'OPPOSITE ROAD TO BORROW PIT ON WEST, ABOUT 1-1/2 FEET HIGHER THAN THE
 PY0072'ROAD, AND IN THE TOP OF A LARGE BOULDER.  A STANDARD DISK WITH NO
 PY0072'STAMPING.
 PY0072
 PY0072                          STATION RECOVERY (1976)
 PY0072
 PY0072'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 PY0072'RECOVERED IN GOOD CONDITION.
 PY0072
 PY0072                          STATION RECOVERY (1987)
 PY0072
 PY0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0072'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 PY0072'ORIGINAL DESCRIPTION STATES THAT THE DISK IS UNSTAMPED, BUT IS
 PY0072'STAMPED AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0175 ***********************************************************************
 MO0175  DESIGNATION -  T 130
 MO0175  PID         -  MO0175
 MO0175  STATE/COUNTY-  WY/LARAMIE
 MO0175  USGS QUAD   -  POLE CREEK RANCH (1991)
 MO0175
 MO0175                         *CURRENT SURVEY CONTROL
 MO0175  ___________________________________________________________________
 MO0175* NAD 83(1986)-  41 21 28.     (N)    104 41 29.     (W)     SCALED    
 MO0175* NAVD 88     -      1845.517  (meters)    6054.83   (feet)  ADJUSTED  
 MO0175  ___________________________________________________________________
 MO0175  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 MO0175  DYNAMIC HT  -        1843.980 (meters)    6049.79  (feet)  COMP
 MO0175  MODELED GRAV-     979,724.8   (mgal)                       NAVD 88
 MO0175
 MO0175  VERT ORDER  -  SECOND    CLASS 0
 MO0175
 MO0175.The horizontal coordinates were scaled from a topographic map and have
 MO0175.an estimated accuracy of +/- 6 seconds.
 MO0175
 MO0175.The orthometric height was determined by differential leveling
 MO0175.and adjusted by the National Geodetic Survey in June 1991..
 MO0175
 MO0175.The geoid height was determined by GEOID03.
 MO0175
 MO0175.The dynamic height is computed by dividing the NAVD 88
 MO0175.geopotential number by the normal gravity value computed on the
 MO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0175.degrees latitude (g = 980.6199 gals.).
 MO0175
 MO0175.The modeled gravity was interpolated from observed gravity values.
 MO0175
 MO0175;                    North         East    Units  Estimated Accuracy
 MO0175;SPC WY E     -    95,360.      239,770.      MT  (+/- 180 meters Scaled)
 MO0175
 MO0175                          SUPERSEDED SURVEY CONTROL
 MO0175
 MO0175  NGVD 29 (??/??/92) 1844.554  (m)         6051.67   (f) ADJ UNCH    2 0
 MO0175
 MO0175.Superseded values are not recommended for survey control.
 MO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0175.See file dsdata.txt to determine how the superseded data were derived.
 MO0175
 MO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF258785(NAD 83)
 MO0175_MARKER: DB = BENCH MARK DISK
 MO0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0175_STAMPING: T 130 1959
 MO0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0175+STABILITY: SURFACE MOTION
 MO0175
 MO0175  HISTORY     - Date     Condition        Report By
 MO0175  HISTORY     - 1959     MONUMENTED       CGS
 MO0175
 MO0175                          STATION DESCRIPTION
 MO0175
 MO0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0175'19.4 MI NE FROM CHEYENNE.
 MO0175'0.4 MILES NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0175'CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE 5.7
 MO0175'MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 10.0 MILES NORTHEAST
 MO0175'ON U.S. HIGHWAY 85, THENE 2.5 MILES NORTH ON A GRAVELED ROAD,
 MO0175'0.1 MILE SOUTH OF A T ROAD EAST, 44 FEET EAST OF THE CENTER LINE
 MO0175'OF THE ROAD, 1 FOOT WEST OF THE RIGHT OF WAY FENCE AND ABOUT 2
 MO0175'FEET LOWER THAN THE LEVEL OF THE ROAD.  SET IN A CONCRETE POST
 MO0175'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0253 ***********************************************************************
 MQ0253  DESIGNATION -  T 131
 MQ0253  PID         -  MQ0253
 MQ0253  STATE/COUNTY-  WY/SWEETWATER
 MQ0253  USGS QUAD   -  BRYAN (1980)
 MQ0253
 MQ0253                         *CURRENT SURVEY CONTROL
 MQ0253  ___________________________________________________________________
 MQ0253* NAD 83(1986)-  41 32 50.     (N)    109 37 42.     (W)     SCALED    
 MQ0253* NAVD 88     -      1916.431  (meters)    6287.49   (feet)  ADJUSTED  
 MQ0253  ___________________________________________________________________
 MQ0253  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 MQ0253  DYNAMIC HT  -        1914.751 (meters)    6281.98  (feet)  COMP
 MQ0253  MODELED GRAV-     979,679.3   (mgal)                       NAVD 88
 MQ0253
 MQ0253  VERT ORDER  -  FIRST     CLASS II
 MQ0253
 MQ0253.The horizontal coordinates were scaled from a topographic map and have
 MQ0253.an estimated accuracy of +/- 6 seconds.
 MQ0253
 MQ0253.The orthometric height was determined by differential leveling
 MQ0253.and adjusted by the National Geodetic Survey in June 1991..
 MQ0253
 MQ0253.The geoid height was determined by GEOID03.
 MQ0253
 MQ0253.The dynamic height is computed by dividing the NAVD 88
 MQ0253.geopotential number by the normal gravity value computed on the
 MQ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0253.degrees latitude (g = 980.6199 gals.).
 MQ0253
 MQ0253.The modeled gravity was interpolated from observed gravity values.
 MQ0253
 MQ0253;                    North         East    Units  Estimated Accuracy
 MQ0253;SPC WYWC     -   116,660.      526,720.      MT  (+/- 180 meters Scaled)
 MQ0253
 MQ0253                          SUPERSEDED SURVEY CONTROL
 MQ0253
 MQ0253  NGVD 29 (06/08/92) 1915.093  (m)         6283.10   (f) ADJUSTED    1 2
 MQ0253
 MQ0253.Superseded values are not recommended for survey control.
 MQ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0253.See file dsdata.txt to determine how the superseded data were derived.
 MQ0253
 MQ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM144004(NAD 83)
 MQ0253_MARKER: DB = BENCH MARK DISK
 MQ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0253_STAMPING: T 131 1958
 MQ0253_MARK LOGO: CGS   
 MQ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0253+STABILITY: SURFACE MOTION
 MQ0253
 MQ0253  HISTORY     - Date     Condition        Report By
 MQ0253  HISTORY     - 1958     MONUMENTED       CGS
 MQ0253  HISTORY     - 1983     GOOD             NGS
 MQ0253
 MQ0253                          STATION DESCRIPTION
 MQ0253
 MQ0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0253'9.35 MI W FROM GREEN RIVER.
 MQ0253'ABOUT 9.35 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0253'GREEN RIVER, 113 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT THE
 MQ0253'WEST END OF A BANK CUT, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT
 MQ0253'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 MQ0253'INCHES.
 MQ0253
 MQ0253                          STATION RECOVERY (1983)
 MQ0253
 MQ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0253'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0253'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0008 ***********************************************************************
 MR0008  DESIGNATION -  T 132
 MR0008  PID         -  MR0008
 MR0008  STATE/COUNTY-  WY/UINTA
 MR0008  USGS QUAD   -  VERNE (1969)
 MR0008
 MR0008                         *CURRENT SURVEY CONTROL
 MR0008  ___________________________________________________________________
 MR0008* NAD 83(1986)-  41 34 13.     (N)    110 05 34.     (W)     SCALED    
 MR0008* NAVD 88     -      1934.021  (meters)    6345.20   (feet)  ADJUSTED  
 MR0008  ___________________________________________________________________
 MR0008  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 MR0008  DYNAMIC HT  -        1932.353 (meters)    6339.73  (feet)  COMP
 MR0008  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 MR0008
 MR0008  VERT ORDER  -  FIRST     CLASS II
 MR0008
 MR0008.The horizontal coordinates were scaled from a topographic map and have
 MR0008.an estimated accuracy of +/- 6 seconds.
 MR0008
 MR0008.The orthometric height was determined by differential leveling
 MR0008.and adjusted by the National Geodetic Survey in June 1991..
 MR0008.WARNING-Repeat measurements at this control monument indicate possible
 MR0008.vertical movement.
 MR0008
 MR0008.The geoid height was determined by GEOID03.
 MR0008
 MR0008.The dynamic height is computed by dividing the NAVD 88
 MR0008.geopotential number by the normal gravity value computed on the
 MR0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0008.degrees latitude (g = 980.6199 gals.).
 MR0008
 MR0008.The modeled gravity was interpolated from observed gravity values.
 MR0008
 MR0008;                    North         East    Units  Estimated Accuracy
 MR0008;SPC WY W     -   218,850.      799,210.      MT  (+/- 180 meters Scaled)
 MR0008
 MR0008                          SUPERSEDED SURVEY CONTROL
 MR0008
 MR0008  NGVD 29 (06/08/92) 1932.708  (m)         6340.89   (f) ADJUSTED    1 2
 MR0008
 MR0008.Superseded values are not recommended for survey control.
 MR0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0008.See file dsdata.txt to determine how the superseded data were derived.
 MR0008
 MR0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM756024(NAD 83)
 MR0008_MARKER: DB = BENCH MARK DISK
 MR0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0008_STAMPING: T 132 1958
 MR0008_MARK LOGO: CGS   
 MR0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0008+STABILITY: SURFACE MOTION
 MR0008
 MR0008  HISTORY     - Date     Condition        Report By
 MR0008  HISTORY     - 1958     MONUMENTED       CGS
 MR0008  HISTORY     - 1983     GOOD             NGS
 MR0008
 MR0008                          STATION DESCRIPTION
 MR0008
 MR0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0008'6.8 MI SW FROM GRANGER.
 MR0008'ABOUT 6.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0008'STATION AT GRANGER, 106 FEET SOUTH OF MILEPOST 854, ABOUT 0.4 MILE
 MR0008'SOUTHWEST OF THE RAILROAD SECTION FOREMANS HOUSE AT VERNE, 294 FEET
 MR0008'SOUTHWEST AND ACROSS THE TRACK FROM THE VERNE STATION SIGN, 169 FEET
 MR0008'SOUTH OF THE SOUTH RAIL, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 MR0008'POST, ABOUT 6 FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST
 MR0008'PROJECTING 7 INCHES.
 MR0008
 MR0008                          STATION RECOVERY (1983)
 MR0008
 MR0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0072 ***********************************************************************
 MR0072  DESIGNATION -  T 133
 MR0072  PID         -  MR0072
 MR0072  STATE/COUNTY-  WY/UINTA
 MR0072  USGS QUAD   -  CARTER (1964)
 MR0072
 MR0072                         *CURRENT SURVEY CONTROL
 MR0072  ___________________________________________________________________
 MR0072* NAD 83(1986)-  41 25 54.     (N)    110 27 22.     (W)     SCALED    
 MR0072* NAVD 88     -      1990.269  (meters)    6529.74   (feet)  ADJUSTED  
 MR0072  ___________________________________________________________________
 MR0072  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 MR0072  DYNAMIC HT  -        1988.549 (meters)    6524.10  (feet)  COMP
 MR0072  MODELED GRAV-     979,688.2   (mgal)                       NAVD 88
 MR0072
 MR0072  VERT ORDER  -  FIRST     CLASS II
 MR0072
 MR0072.The horizontal coordinates were scaled from a topographic map and have
 MR0072.an estimated accuracy of +/- 6 seconds.
 MR0072
 MR0072.The orthometric height was determined by differential leveling
 MR0072.and adjusted by the National Geodetic Survey in June 1991..
 MR0072
 MR0072.The geoid height was determined by GEOID03.
 MR0072
 MR0072.The dynamic height is computed by dividing the NAVD 88
 MR0072.geopotential number by the normal gravity value computed on the
 MR0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0072.degrees latitude (g = 980.6199 gals.).
 MR0072
 MR0072.The modeled gravity was interpolated from observed gravity values.
 MR0072
 MR0072;                    North         East    Units  Estimated Accuracy
 MR0072;SPC WY W     -   203,530.      768,840.      MT  (+/- 180 meters Scaled)
 MR0072
 MR0072                          SUPERSEDED SURVEY CONTROL
 MR0072
 MR0072  NGVD 29 (06/08/92) 1989.008  (m)         6525.60   (f) ADJUSTED    1 2
 MR0072
 MR0072.Superseded values are not recommended for survey control.
 MR0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0072.See file dsdata.txt to determine how the superseded data were derived.
 MR0072
 MR0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL454868(NAD 83)
 MR0072_MARKER: DB = BENCH MARK DISK
 MR0072_SETTING: 66 = SET IN ROCK OUTCROP
 MR0072_SP_SET: SANDSTONE OUTCROP
 MR0072_STAMPING: T 133 1958
 MR0072_MARK LOGO: CGS   
 MR0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0072+STABILITY: POSITION/ELEVATION WELL
 MR0072
 MR0072  HISTORY     - Date     Condition        Report By
 MR0072  HISTORY     - 1958     MONUMENTED       CGS
 MR0072  HISTORY     - 1983     GOOD             NGS
 MR0072
 MR0072                          STATION DESCRIPTION
 MR0072
 MR0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0072'1.5 MI W FROM CARTER.
 MR0072'ABOUT 1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0072'AT CARTER, 260 FEET NORTHEAST AND ACROSS THE TRACKS FROM MILEPOST 877,
 MR0072'IN THE TOP OF A LARGE SANDSTONE OUTCROP, ABOUT MIDWAY BETWEEN TWO
 MR0072'TELEPHONE POLES, 62 FEET NORTH OF THE NORTH RAIL, 79 FEET SOUTH OF THE
 MR0072'RIGHT OF WAY FENCE, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACKS.
 MR0072
 MR0072                          STATION RECOVERY (1983)
 MR0072
 MR0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0176 ***********************************************************************
 MR0176  DESIGNATION -  T 134
 MR0176  PID         -  MR0176
 MR0176  STATE/COUNTY-  WY/UINTA
 MR0176  USGS QUAD   -  EVANSTON (1978)
 MR0176
 MR0176                         *CURRENT SURVEY CONTROL
 MR0176  ___________________________________________________________________
 MR0176* NAD 83(1986)-  41 17 00.     (N)    110 57 48.     (W)     SCALED    
 MR0176* NAVD 88     -      2052.400  (meters)    6733.58   (feet)  ADJUSTED  
 MR0176  ___________________________________________________________________
 MR0176  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 MR0176  DYNAMIC HT  -        2050.501 (meters)    6727.35  (feet)  COMP
 MR0176  MODELED GRAV-     979,625.6   (mgal)                       NAVD 88
 MR0176
 MR0176  VERT ORDER  -  FIRST     CLASS II
 MR0176
 MR0176.The horizontal coordinates were scaled from a topographic map and have
 MR0176.an estimated accuracy of +/- 6 seconds.
 MR0176
 MR0176.The orthometric height was determined by differential leveling
 MR0176.and adjusted by the National Geodetic Survey in June 1991..
 MR0176
 MR0176.The geoid height was determined by GEOID03.
 MR0176
 MR0176.The dynamic height is computed by dividing the NAVD 88
 MR0176.geopotential number by the normal gravity value computed on the
 MR0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0176.degrees latitude (g = 980.6199 gals.).
 MR0176
 MR0176.The modeled gravity was interpolated from observed gravity values.
 MR0176
 MR0176;                    North         East    Units  Estimated Accuracy
 MR0176;SPC WY W     -   187,360.      726,280.      MT  (+/- 180 meters Scaled)
 MR0176
 MR0176                          SUPERSEDED SURVEY CONTROL
 MR0176
 MR0176  NGVD 29 (06/08/92) 2051.081  (m)         6729.25   (f) ADJUSTED    1 2
 MR0176
 MR0176.Superseded values are not recommended for survey control.
 MR0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0176.See file dsdata.txt to determine how the superseded data were derived.
 MR0176
 MR0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL030702(NAD 83)
 MR0176_MARKER: DB = BENCH MARK DISK
 MR0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0176_SP_SET: PIER
 MR0176_STAMPING: T 134 1958
 MR0176_MARK LOGO: CGS   
 MR0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0176+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 MR0176
 MR0176  HISTORY     - Date     Condition        Report By
 MR0176  HISTORY     - 1958     MONUMENTED       CGS
 MR0176  HISTORY     - 1983     GOOD             NGS
 MR0176  HISTORY     - 20050718 GOOD             GEOCAC
 MR0176
 MR0176                          STATION DESCRIPTION
 MR0176
 MR0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0176'1.15 MI NW FROM EVANSTON.
 MR0176'ABOUT 0.1 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0176'STATION AT EVANSTON, THENCE ABOUT 1.05 MILES NORTHWEST ALONG STATE
 MR0176'HIGHWAY 89, AT THE WYOMING STATE HIGHWAY DEPARTMENT BUILDING, SET
 MR0176'VERTICALLY IN THE NORTHEAST FACE OF THE SECOND BRICK PIER SOUTHEAST OF
 MR0176'THE NORTH CORNER, 21 1/2 FEET SOUTHEAST OF THE NORTH CORNER OF THE
 MR0176'BUILDING, AND ABOUT 1 1/2 FEET ABOVE THE SIDEWALK.
 MR0176
 MR0176                          STATION RECOVERY (1983)
 MR0176
 MR0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0176'RECOVERED IN GOOD CONDITION.
 MR0176
 MR0176                          STATION RECOVERY (2005)
 MR0176
 MR0176'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 MR0176'HANDHELD COORDINATES ARE N41-17-00.18 W110-57-48.06.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0116 ***********************************************************************
 MR0116  DESIGNATION -  T 135
 MR0116  PID         -  MR0116
 MR0116  STATE/COUNTY-  WY/UINTA
 MR0116  USGS QUAD   -  LEROY (1978)
 MR0116
 MR0116                         *CURRENT SURVEY CONTROL
 MR0116  ___________________________________________________________________
 MR0116* NAD 83(1986)-  41 20 42.     (N)    110 36 54.     (W)     SCALED    
 MR0116* NAVD 88     -      2037.127  (meters)    6683.47   (feet)  ADJUSTED  
 MR0116  ___________________________________________________________________
 MR0116  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 MR0116  DYNAMIC HT  -        2035.309 (meters)    6677.51  (feet)  COMP
 MR0116  MODELED GRAV-     979,658.3   (mgal)                       NAVD 88
 MR0116
 MR0116  VERT ORDER  -  FIRST     CLASS II
 MR0116
 MR0116.The horizontal coordinates were scaled from a topographic map and have
 MR0116.an estimated accuracy of +/- 6 seconds.
 MR0116
 MR0116.The orthometric height was determined by differential leveling
 MR0116.and adjusted by the National Geodetic Survey in June 1991..
 MR0116
 MR0116.The geoid height was determined by GEOID03.
 MR0116
 MR0116.The dynamic height is computed by dividing the NAVD 88
 MR0116.geopotential number by the normal gravity value computed on the
 MR0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0116.degrees latitude (g = 980.6199 gals.).
 MR0116
 MR0116.The modeled gravity was interpolated from observed gravity values.
 MR0116
 MR0116;                    North         East    Units  Estimated Accuracy
 MR0116;SPC WY W     -   193,970.      755,510.      MT  (+/- 180 meters Scaled)
 MR0116
 MR0116                          SUPERSEDED SURVEY CONTROL
 MR0116
 MR0116  NGVD 29 (06/08/92) 2035.840  (m)         6679.25   (f) ADJUSTED    1 2
 MR0116
 MR0116.Superseded values are not recommended for survey control.
 MR0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0116.See file dsdata.txt to determine how the superseded data were derived.
 MR0116
 MR0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL322771(NAD 83)
 MR0116_MARKER: DB = BENCH MARK DISK
 MR0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0116_SP_SET: ABUTMENT
 MR0116_STAMPING: T 135 1958
 MR0116_MARK LOGO: CGS   
 MR0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0116
 MR0116  HISTORY     - Date     Condition        Report By
 MR0116  HISTORY     - 1958     MONUMENTED       CGS
 MR0116  HISTORY     - 1983     GOOD             NGS
 MR0116
 MR0116                          STATION DESCRIPTION
 MR0116
 MR0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0116'13.4 MI SW FROM CARTER.
 MR0116'ABOUT 13.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0116'STATION AT CARTER, OR ABOUT 14.7 MILES NORTHEAST ALONG THE UNION
 MR0116'PACIFIC RAILROAD FROM THE STATION AT ALTAMONT, 3 POLES NORTH OF
 MR0116'MILEPOST 889, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 MR0116'ABUTMENT OF BRIDGE 888.91, 6 FEET WEST OF THE WEST RAIL, AND ABOUT 2
 MR0116'FEET BELOW THE LEVEL OF THE TRACKS.
 MR0116
 MR0116                          STATION RECOVERY (1983)
 MR0116
 MR0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0074 ***********************************************************************
 NR0074  DESIGNATION -  T 141
 NR0074  PID         -  NR0074
 NR0074  STATE/COUNTY-  WY/CARBON
 NR0074  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0074
 NR0074                         *CURRENT SURVEY CONTROL
 NR0074  ___________________________________________________________________
 NR0074* NAD 83(1986)-  42 07 56.     (N)    106 10 53.     (W)     SCALED    
 NR0074* NAVD 88     -      2071.119  (meters)    6795.00   (feet)  ADJUSTED  
 NR0074  ___________________________________________________________________
 NR0074  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 NR0074  DYNAMIC HT  -        2069.437 (meters)    6789.48  (feet)  COMP
 NR0074  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 NR0074
 NR0074  VERT ORDER  -  SECOND    CLASS 0
 NR0074
 NR0074.The horizontal coordinates were scaled from a topographic map and have
 NR0074.an estimated accuracy of +/- 6 seconds.
 NR0074
 NR0074.The orthometric height was determined by differential leveling
 NR0074.and adjusted by the National Geodetic Survey in June 1991..
 NR0074
 NR0074.The geoid height was determined by GEOID03.
 NR0074
 NR0074.The dynamic height is computed by dividing the NAVD 88
 NR0074.geopotential number by the normal gravity value computed on the
 NR0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0074.degrees latitude (g = 980.6199 gals.).
 NR0074
 NR0074.The modeled gravity was interpolated from observed gravity values.
 NR0074
 NR0074;                    North         East    Units  Estimated Accuracy
 NR0074;SPC WYEC     -   281,910.      495,240.      MT  (+/- 180 meters Scaled)
 NR0074
 NR0074                          SUPERSEDED SURVEY CONTROL
 NR0074
 NR0074  NGVD 29 (??/??/92) 2070.023  (m)         6791.40   (f) ADJ UNCH    2 0
 NR0074
 NR0074.Superseded values are not recommended for survey control.
 NR0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0074.See file dsdata.txt to determine how the superseded data were derived.
 NR0074
 NR0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG023651(NAD 83)
 NR0074_MARKER: DB = BENCH MARK DISK
 NR0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0074_STAMPING: T 141 1959
 NR0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0074+STABILITY: SURFACE MOTION
 NR0074
 NR0074  HISTORY     - Date     Condition        Report By
 NR0074  HISTORY     - 1959     MONUMENTED       CGS
 NR0074
 NR0074                          STATION DESCRIPTION
 NR0074
 NR0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0074'18.25 MI N FROM MEDICINE BOW.
 NR0074'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0074'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0074'A PAVED ROAD, THENCE ABOUT 3.7 MILES NORTH ALONG A DIRT ROAD, 57 FEET
 NR0074'NORTHEAST OF THE CENTER LINE OF THE ROAD, IN SECTION 16, R 78 W, T 25
 NR0074'N, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 NR0074'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0353 ***********************************************************************
 NQ0353  DESIGNATION -  T 143
 NQ0353  PID         -  NQ0353
 NQ0353  STATE/COUNTY-  WY/ALBANY
 NQ0353  USGS QUAD   -  FLETCHER PARK (1992)
 NQ0353
 NQ0353                         *CURRENT SURVEY CONTROL
 NQ0353  ___________________________________________________________________
 NQ0353* NAD 83(1986)-  42 08 16.     (N)    105 18 33.     (W)     SCALED    
 NQ0353* NAVD 88     -      2017.753  (meters)    6619.91   (feet)  ADJUSTED  
 NQ0353  ___________________________________________________________________
 NQ0353  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 NQ0353  DYNAMIC HT  -        2016.388 (meters)    6615.43  (feet)  COMP
 NQ0353  MODELED GRAV-     979,871.3   (mgal)                       NAVD 88
 NQ0353
 NQ0353  VERT ORDER  -  SECOND    CLASS 0
 NQ0353
 NQ0353.The horizontal coordinates were scaled from a topographic map and have
 NQ0353.an estimated accuracy of +/- 6 seconds.
 NQ0353
 NQ0353.The orthometric height was determined by differential leveling
 NQ0353.and adjusted by the National Geodetic Survey in June 1991..
 NQ0353
 NQ0353.The geoid height was determined by GEOID03.
 NQ0353
 NQ0353.The dynamic height is computed by dividing the NAVD 88
 NQ0353.geopotential number by the normal gravity value computed on the
 NQ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0353.degrees latitude (g = 980.6199 gals.).
 NQ0353
 NQ0353.The modeled gravity was interpolated from observed gravity values.
 NQ0353
 NQ0353;                    North         East    Units  Estimated Accuracy
 NQ0353;SPC WY E     -   181,890.      188,220.      MT  (+/- 180 meters Scaled)
 NQ0353
 NQ0353                          SUPERSEDED SURVEY CONTROL
 NQ0353
 NQ0353  NGVD 29 (??/??/92) 2016.947  (m)         6617.27   (f) ADJ UNCH    2 0
 NQ0353
 NQ0353.Superseded values are not recommended for survey control.
 NQ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0353.See file dsdata.txt to determine how the superseded data were derived.
 NQ0353
 NQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG744651(NAD 83)
 NQ0353_MARKER: DB = BENCH MARK DISK
 NQ0353_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0353_SP_SET: ROCK OUTCROP
 NQ0353_STAMPING: T 143 1959
 NQ0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0353+STABILITY: POSITION/ELEVATION WELL
 NQ0353
 NQ0353  HISTORY     - Date     Condition        Report By
 NQ0353  HISTORY     - 1959     MONUMENTED       CGS
 NQ0353
 NQ0353                          STATION DESCRIPTION
 NQ0353
 NQ0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0353'24.5 MI NW FROM WHEATLAND.
 NQ0353'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0353'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0353'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0353'A PAVED ROAD, THENCE ABOUT 8.55 MILES WEST ALONG A GRADED DIRT
 NQ0353'ROAD, IN THE SOUTHEAST 1/4 OF SECTION 14, T 25 N, R 71 W, 84
 NQ0353'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE
 NQ0353'NORTHWEST SIDE OF A LARGE GRANITE ROCK OUTCROP PROJECTING ABOUT
 NQ0353'3 FEET, AT THE SOUTH EDGE OF A CLEARING, ABOUT 0.4 MILE NORTHEAST
 NQ0353'OF THE MOST NORTHEASTERLY ONE OF TWO CATTLE GUARDS WHICH ARE ON
 NQ0353'THE TOP OF HAGGERTY HILL, ON THE CREST OF A SMALL ROCKY HILL,
 NQ0353'99 FEET SOUTHEAST OF A TELEPHONE POLE, AND ABOUT 7 FEET ABOVE
 NQ0353'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0378 ***********************************************************************
 NQ0378  DESIGNATION -  T 144
 NQ0378  PID         -  NQ0378
 NQ0378  STATE/COUNTY-  WY/ALBANY
 NQ0378  USGS QUAD   -  GARRETT (1968)
 NQ0378
 NQ0378                         *CURRENT SURVEY CONTROL
 NQ0378  ___________________________________________________________________
 NQ0378* NAD 83(1986)-  42 06 27.     (N)    105 37 08.     (W)     SCALED    
 NQ0378* NAVD 88     -      2082.158  (meters)    6831.21   (feet)  ADJUSTED  
 NQ0378  ___________________________________________________________________
 NQ0378  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 NQ0378  DYNAMIC HT  -        2080.552 (meters)    6825.94  (feet)  COMP
 NQ0378  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 NQ0378
 NQ0378  VERT ORDER  -  SECOND    CLASS 0
 NQ0378
 NQ0378.The horizontal coordinates were scaled from a topographic map and have
 NQ0378.an estimated accuracy of +/- 6 seconds.
 NQ0378
 NQ0378.The orthometric height was determined by differential leveling
 NQ0378.and adjusted by the National Geodetic Survey in June 1991..
 NQ0378
 NQ0378.The geoid height was determined by GEOID03.
 NQ0378
 NQ0378.The dynamic height is computed by dividing the NAVD 88
 NQ0378.geopotential number by the normal gravity value computed on the
 NQ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0378.degrees latitude (g = 980.6199 gals.).
 NQ0378
 NQ0378.The modeled gravity was interpolated from observed gravity values.
 NQ0378
 NQ0378;                    North         East    Units  Estimated Accuracy
 NQ0378;SPC WY E     -   178,620.      162,600.      MT  (+/- 180 meters Scaled)
 NQ0378
 NQ0378                          SUPERSEDED SURVEY CONTROL
 NQ0378
 NQ0378  NGVD 29 (??/??/92) 2081.160  (m)         6827.94   (f) ADJ UNCH    2 0
 NQ0378
 NQ0378.Superseded values are not recommended for survey control.
 NQ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0378.See file dsdata.txt to determine how the superseded data were derived.
 NQ0378
 NQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG488618(NAD 83)
 NQ0378_MARKER: DB = BENCH MARK DISK
 NQ0378_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0378_SP_SET: ROCK OUTCROP
 NQ0378_STAMPING: T 144 1959
 NQ0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0378+STABILITY: POSITION/ELEVATION WELL
 NQ0378
 NQ0378  HISTORY     - Date     Condition        Report By
 NQ0378  HISTORY     - 1959     MONUMENTED       CGS
 NQ0378
 NQ0378                          STATION DESCRIPTION
 NQ0378
 NQ0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0378'0.6 MI SE FROM GARRETT.
 NQ0378'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0378'POST OFFICE AT GARRETT, NEAR THE CENTER OF SECTION 29, T 25 N,
 NQ0378'R 73 W, ABOUT 0.15 MILE  WEST OF A WOODEN BRIDGE OVER THE LARAMIE
 NQ0378'RIVER, IN THE TOP OF A GRANITE OUTCROP PROJECTING 5 INCHES,
 NQ0378'234 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 112 FEET
 NQ0378'SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 98 FEET
 NQ0378'NORTH OF TWO LARGE BOULDERS PROJECTING ABOUT 8 FEET, 73 FEET
 NQ0378'SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD, AND ABOUT 5 FEET
 NQ0378'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0402 ***********************************************************************
 NQ0402  DESIGNATION -  T 145
 NQ0402  PID         -  NQ0402
 NQ0402  STATE/COUNTY-  WY/ALBANY
 NQ0402  USGS QUAD   -  MARSHALL (1992)
 NQ0402
 NQ0402                         *CURRENT SURVEY CONTROL
 NQ0402  ___________________________________________________________________
 NQ0402* NAD 83(1986)-  42 16 38.     (N)    105 51 18.     (W)     SCALED    
 NQ0402* NAVD 88     -      2226.656  (meters)    7305.29   (feet)  ADJUSTED  
 NQ0402  ___________________________________________________________________
 NQ0402  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 NQ0402  DYNAMIC HT  -        2224.921 (meters)    7299.60  (feet)  COMP
 NQ0402  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 NQ0402
 NQ0402  VERT ORDER  -  SECOND    CLASS 0
 NQ0402
 NQ0402.The horizontal coordinates were scaled from a topographic map and have
 NQ0402.an estimated accuracy of +/- 6 seconds.
 NQ0402
 NQ0402.The orthometric height was determined by differential leveling
 NQ0402.and adjusted by the National Geodetic Survey in June 1991..
 NQ0402
 NQ0402.The geoid height was determined by GEOID03.
 NQ0402
 NQ0402.The dynamic height is computed by dividing the NAVD 88
 NQ0402.geopotential number by the normal gravity value computed on the
 NQ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0402.degrees latitude (g = 980.6199 gals.).
 NQ0402
 NQ0402.The modeled gravity was interpolated from observed gravity values.
 NQ0402
 NQ0402;                    North         East    Units  Estimated Accuracy
 NQ0402;SPC WY E     -   197,600.      143,220.      MT  (+/- 180 meters Scaled)
 NQ0402
 NQ0402                          SUPERSEDED SURVEY CONTROL
 NQ0402
 NQ0402  NGVD 29 (??/??/92) 2225.610  (m)         7301.86   (f) ADJ UNCH    2 0
 NQ0402
 NQ0402.Superseded values are not recommended for survey control.
 NQ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0402.See file dsdata.txt to determine how the superseded data were derived.
 NQ0402
 NQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG294809(NAD 83)
 NQ0402_MARKER: DB = BENCH MARK DISK
 NQ0402_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0402_SP_SET: ROCK OUTCROP
 NQ0402_STAMPING: T 145 1959
 NQ0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0402+STABILITY: POSITION/ELEVATION WELL
 NQ0402
 NQ0402  HISTORY     - Date     Condition        Report By
 NQ0402  HISTORY     - 1959     MONUMENTED       CGS
 NQ0402
 NQ0402                          STATION DESCRIPTION
 NQ0402
 NQ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0402'23.8 MI NW FROM GARRETT.
 NQ0402'ABOUT 0.6 MILE SOUTHWEST OF A GRADED DIRT ROAD FROM THE OLD
 NQ0402'POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG A
 NQ0402'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6
 NQ0402'MILE SOUTH ALONG THE OLD FETTERMAN ROAD WHICH IS COUNTY ROAD
 NQ0402'61, THENCE 14.5 MILES NORTHWEST ALONG A GRADED DIRT ROAD WHICH
 NQ0402'IS COUNTY ROAD 64, ABOUT 1.0 MILE NORTHWEST OF THE O B RANCH,
 NQ0402'ABOUT 0.3 MILE NORTH OF A CATTLE GUARD, ON THE CREST OF A SMALL
 NQ0402'HILL, 77 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE
 NQ0402'SOUTHEAST CORNER OF SECTION 29, T 27 N, R 75 W, IN THE TOP OF A
 NQ0402'FLAT 2 X 4-FOOT GRANITE OUTCROP PROJECTING 3 INCHES, AND ABOUT
 NQ0402'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0132 ***********************************************************************
 NR0132  DESIGNATION -  T 146
 NR0132  PID         -  NR0132
 NR0132  STATE/COUNTY-  WY/ALBANY
 NR0132  USGS QUAD   -  CHALK HILLS (1984)
 NR0132
 NR0132                         *CURRENT SURVEY CONTROL
 NR0132  ___________________________________________________________________
 NR0132* NAD 83(1986)-  42 19 59.     (N)    106 04 07.     (W)     SCALED    
 NR0132* NAVD 88     -      2237.923  (meters)    7342.25   (feet)  ADJUSTED  
 NR0132  ___________________________________________________________________
 NR0132  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 NR0132  DYNAMIC HT  -        2236.191 (meters)    7336.57  (feet)  COMP
 NR0132  MODELED GRAV-     979,766.0   (mgal)                       NAVD 88
 NR0132
 NR0132  VERT ORDER  -  SECOND    CLASS 0
 NR0132
 NR0132.The horizontal coordinates were scaled from a topographic map and have
 NR0132.an estimated accuracy of +/- 6 seconds.
 NR0132
 NR0132.The orthometric height was determined by differential leveling
 NR0132.and adjusted by the National Geodetic Survey in June 1991..
 NR0132
 NR0132.The geoid height was determined by GEOID03.
 NR0132
 NR0132.The dynamic height is computed by dividing the NAVD 88
 NR0132.geopotential number by the normal gravity value computed on the
 NR0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0132.degrees latitude (g = 980.6199 gals.).
 NR0132
 NR0132.The modeled gravity was interpolated from observed gravity values.
 NR0132
 NR0132;                    North         East    Units  Estimated Accuracy
 NR0132;SPC WY E     -   203,960.      125,670.      MT  (+/- 180 meters Scaled)
 NR0132
 NR0132                          SUPERSEDED SURVEY CONTROL
 NR0132
 NR0132  NGVD 29 (??/??/92) 2236.869  (m)         7338.79   (f) ADJ UNCH    2 0
 NR0132
 NR0132.Superseded values are not recommended for survey control.
 NR0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0132.See file dsdata.txt to determine how the superseded data were derived.
 NR0132
 NR0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG119873(NAD 83)
 NR0132_MARKER: DB = BENCH MARK DISK
 NR0132_SETTING: 66 = SET IN ROCK OUTCROP
 NR0132_SP_SET: ROCK OUTCROP
 NR0132_STAMPING: T 146 1959
 NR0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0132+STABILITY: POSITION/ELEVATION WELL
 NR0132
 NR0132  HISTORY     - Date     Condition        Report By
 NR0132  HISTORY     - 1959     MONUMENTED       CGS
 NR0132
 NR0132                          STATION DESCRIPTION
 NR0132
 NR0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0132'7.85 MI SW FROM LITTLE MEDICINE.
 NR0132'ABOUT 1.0 MILE NORTHWEST ALONG A TRACK ROAD FROM THE RANCH BUILDINGS
 NR0132'AT LITTLE MEDICINE, THENCE ABOUT 0.85 MILE WEST ALONG A TRACK ROAD,
 NR0132'THENCE ABOUT 6.0 MILE SOUTHWEST ALONG A GRADED DIRT ROAD, ON THE CREST
 NR0132'OF A ROCKY KNOLL, 125 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 NR0132'IN THE NORTH SIDE OF SECTION 9, T 27 N, R 77 W, ABOUT 0.25 MILE
 NR0132'SOUTHWEST OF THE INTERSECTION OF A GRADED DIRT ROAD WHICH IS COUNTY
 NR0132'ROAD 619, IN THE TOP OF THE SOUTHEAST SIDE OF A SLOPING ROCK OUTCROP
 NR0132'PROJECTING 1 FOOT, AND ABOUT 0.3 MILE NORTHEAST OF THE CARBON-ALBANY
 NR0132'COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0300 ***********************************************************************
 NQ0300  DESIGNATION -  T 15
 NQ0300  PID         -  NQ0300
 NQ0300  STATE/COUNTY-  WY/CONVERSE
 NQ0300  USGS QUAD   -  DOUGLAS (1974)
 NQ0300
 NQ0300                         *CURRENT SURVEY CONTROL
 NQ0300  ___________________________________________________________________
 NQ0300* NAD 83(1986)-  42 45 12.     (N)    105 23 05.     (W)     SCALED    
 NQ0300* NAVD 88     -      1468.772  (meters)    4818.80   (feet)  ADJUSTED  
 NQ0300  ___________________________________________________________________
 NQ0300  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0300  DYNAMIC HT  -        1467.845 (meters)    4815.75  (feet)  COMP
 NQ0300  MODELED GRAV-     979,938.9   (mgal)                       NAVD 88
 NQ0300
 NQ0300  VERT ORDER  -  FIRST     CLASS II
 NQ0300
 NQ0300.The horizontal coordinates were scaled from a topographic map and have
 NQ0300.an estimated accuracy of +/- 6 seconds.
 NQ0300
 NQ0300.The orthometric height was determined by differential leveling
 NQ0300.and adjusted by the National Geodetic Survey in June 1991..
 NQ0300
 NQ0300.The geoid height was determined by GEOID03.
 NQ0300
 NQ0300.The dynamic height is computed by dividing the NAVD 88
 NQ0300.geopotential number by the normal gravity value computed on the
 NQ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0300.degrees latitude (g = 980.6199 gals.).
 NQ0300
 NQ0300.The modeled gravity was interpolated from observed gravity values.
 NQ0300
 NQ0300;                    North         East    Units  Estimated Accuracy
 NQ0300;SPC WY E     -   250,280.      182,150.      MT  (+/- 180 meters Scaled)
 NQ0300
 NQ0300                          SUPERSEDED SURVEY CONTROL
 NQ0300
 NQ0300  NGVD 29 (??/??/92) 1467.907  (m)         4815.96   (f) ADJ UNCH    1 2
 NQ0300
 NQ0300.Superseded values are not recommended for survey control.
 NQ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0300.See file dsdata.txt to determine how the superseded data were derived.
 NQ0300
 NQ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH685334(NAD 83)
 NQ0300_MARKER: DB = BENCH MARK DISK
 NQ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0300_STAMPING: T 15 1934
 NQ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0300+STABILITY: SURFACE MOTION
 NQ0300
 NQ0300  HISTORY     - Date     Condition        Report By
 NQ0300  HISTORY     - 1934     MONUMENTED       CGS
 NQ0300  HISTORY     - 1960     MARK NOT FOUND   NGS
 NQ0300
 NQ0300                          STATION DESCRIPTION
 NQ0300
 NQ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0300'0.4 MI S FROM DOUGLAS.
 NQ0300'ABOUT 0.4 MILE S ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0300'RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY, ABOUT 2,345
 NQ0300'FEET WEST OF MILEPOST 148, 43 FEET WEST OF THE CENTER LINE OF A
 NQ0300'SWITCH STAND, 47.8 FEET NORTH OF THE CENTER OF A WATER TANK, AND
 NQ0300'37.3 FEET NORTHEAST OF THE NORTH RAIL OF THE MAIN TRACK.  A
 NQ0300'STANDARD DISK, STAMPED T 15 1934 AND SET IN THE TOP OF A CONCRETE
 NQ0300'POST.  NOTE-- WATER TANK IS GONE.
 NQ0300
 NQ0300                          STATION RECOVERY (1960)
 NQ0300
 NQ0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NQ0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0201 ***********************************************************************
 MQ0201  DESIGNATION -  T 150
 MQ0201  PID         -  MQ0201
 MQ0201  STATE/COUNTY-  WY/SWEETWATER
 MQ0201  USGS QUAD   -  BAXTER (1978)
 MQ0201
 MQ0201                         *CURRENT SURVEY CONTROL
 MQ0201  ___________________________________________________________________
 MQ0201* NAD 83(1986)-  41 31 53.     (N)    109 05 38.     (W)     SCALED    
 MQ0201* NAVD 88     -      1997.711  (meters)    6554.16   (feet)  ADJUSTED  
 MQ0201  ___________________________________________________________________
 MQ0201  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 MQ0201  DYNAMIC HT  -        1996.034 (meters)    6548.65  (feet)  COMP
 MQ0201  MODELED GRAV-     979,712.0   (mgal)                       NAVD 88
 MQ0201
 MQ0201  VERT ORDER  -  SECOND    CLASS 0
 MQ0201
 MQ0201.The horizontal coordinates were scaled from a topographic map and have
 MQ0201.an estimated accuracy of +/- 6 seconds.
 MQ0201
 MQ0201.The orthometric height was determined by differential leveling
 MQ0201.and adjusted by the National Geodetic Survey in June 1991..
 MQ0201
 MQ0201.The geoid height was determined by GEOID03.
 MQ0201
 MQ0201.The dynamic height is computed by dividing the NAVD 88
 MQ0201.geopotential number by the normal gravity value computed on the
 MQ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0201.degrees latitude (g = 980.6199 gals.).
 MQ0201
 MQ0201.The modeled gravity was interpolated from observed gravity values.
 MQ0201
 MQ0201;                    North         East    Units  Estimated Accuracy
 MQ0201;SPC WYWC     -   114,590.      571,300.      MT  (+/- 180 meters Scaled)
 MQ0201
 MQ0201                          SUPERSEDED SURVEY CONTROL
 MQ0201
 MQ0201  NGVD 29 (??/??/92) 1996.439  (m)         6549.98   (f) ADJ UNCH    2 0
 MQ0201
 MQ0201.Superseded values are not recommended for survey control.
 MQ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0201.See file dsdata.txt to determine how the superseded data were derived.
 MQ0201
 MQ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL590995(NAD 83)
 MQ0201_MARKER: DB = BENCH MARK DISK
 MQ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0201_STAMPING: T 150 1962
 MQ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0201+STABILITY: SURFACE MOTION
 MQ0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0201+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0201
 MQ0201  HISTORY     - Date     Condition        Report By
 MQ0201  HISTORY     - 1962     MONUMENTED       CGS
 MQ0201  HISTORY     - 20011003 GOOD             WYHD
 MQ0201
 MQ0201                          STATION DESCRIPTION
 MQ0201
 MQ0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0201'8.1 MI SE FROM ROCK SPRINGS.
 MQ0201'8.1 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0201'ROCK SPRINGS, 90 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.3
 MQ0201'FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 MQ0201'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MQ0201
 MQ0201                          STATION RECOVERY (2001)
 MQ0201
 MQ0201'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0156 ***********************************************************************
 MR0156  DESIGNATION -  T 151
 MR0156  PID         -  MR0156
 MR0156  STATE/COUNTY-  WY/UINTA
 MR0156  USGS QUAD   -  PINE KNOLL (1978)
 MR0156
 MR0156                         *CURRENT SURVEY CONTROL
 MR0156  ___________________________________________________________________
 MR0156* NAD 83(1986)-  41 00 30.     (N)    110 52 18.     (W)     SCALED    
 MR0156* NAVD 88     -      2357.057  (meters)    7733.11   (feet)  ADJUSTED  
 MR0156  ___________________________________________________________________
 MR0156  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 MR0156  DYNAMIC HT  -        2354.736 (meters)    7725.50  (feet)  COMP
 MR0156  MODELED GRAV-     979,554.4   (mgal)                       NAVD 88
 MR0156
 MR0156  VERT ORDER  -  SECOND    CLASS 0
 MR0156
 MR0156.The horizontal coordinates were scaled from a topographic map and have
 MR0156.an estimated accuracy of +/- 6 seconds.
 MR0156
 MR0156.The orthometric height was determined by differential leveling
 MR0156.and adjusted by the National Geodetic Survey in June 1991..
 MR0156
 MR0156.The geoid height was determined by GEOID03.
 MR0156
 MR0156.The dynamic height is computed by dividing the NAVD 88
 MR0156.geopotential number by the normal gravity value computed on the
 MR0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0156.degrees latitude (g = 980.6199 gals.).
 MR0156
 MR0156.The modeled gravity was interpolated from observed gravity values.
 MR0156
 MR0156;                    North         East    Units  Estimated Accuracy
 MR0156;SPC WY W     -   156,750.      733,690.      MT  (+/- 180 meters Scaled)
 MR0156
 MR0156                          SUPERSEDED SURVEY CONTROL
 MR0156
 MR0156  NGVD 29 (??/??/92) 2355.590  (m)         7728.30   (f) ADJ UNCH    2 0
 MR0156
 MR0156.Superseded values are not recommended for survey control.
 MR0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0156.See file dsdata.txt to determine how the superseded data were derived.
 MR0156
 MR0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL107396(NAD 83)
 MR0156_MARKER: DB = BENCH MARK DISK
 MR0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0156_SP_SET: FOUNDATION
 MR0156_STAMPING: T 151 1962
 MR0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0156
 MR0156  HISTORY     - Date     Condition        Report By
 MR0156  HISTORY     - 1962     MONUMENTED       CGS
 MR0156
 MR0156                          STATION DESCRIPTION
 MR0156
 MR0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0156'22.8 MI SE FROM EVANSTON.
 MR0156'22.8 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0156'OF U.S. HIGHWAY 189 AT EVANSTON, IN THE TOP OF THE WEST SIDE OF A
 MR0156'CONCRETE FOUNDATION FOR FORMER HOUSE, 148 FEET NORTHEAST OF THE CENTER
 MR0156'LINE OF THE HIGHWAY, 69 FEET NORTHEAST OF A FENCE, 8.9 FEET NORTH OF
 MR0156'THE SOUTH CORNER OF THE FOUNDATION, 3.0 FEET NORTH-NORTHEAST OF A
 MR0156'WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, AND 0.3 FOOT
 MR0156'ABOVE THE GROUND.  NOTE-- (THIS MARK IS 0.85 MILE NORTH OF THE
 MR0156'UTAH-WYOMING STATE LINE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0047 ***********************************************************************
 MQ0047  DESIGNATION -  T 152
 MQ0047  PID         -  MQ0047
 MQ0047  STATE/COUNTY-  WY/SWEETWATER
 MQ0047  USGS QUAD   -  BURLEY DRAW (1968)
 MQ0047
 MQ0047                         *CURRENT SURVEY CONTROL
 MQ0047  ___________________________________________________________________
 MQ0047* NAD 83(1986)-  41 17 02.     (N)    108 50 56.     (W)     SCALED    
 MQ0047* NAVD 88     -      2095.967  (meters)    6876.52   (feet)  ADJUSTED  
 MQ0047  ___________________________________________________________________
 MQ0047  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 MQ0047  DYNAMIC HT  -        2094.081 (meters)    6870.33  (feet)  COMP
 MQ0047  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 MQ0047
 MQ0047  VERT ORDER  -  SECOND    CLASS 0
 MQ0047
 MQ0047.The horizontal coordinates were scaled from a topographic map and have
 MQ0047.an estimated accuracy of +/- 6 seconds.
 MQ0047
 MQ0047.The orthometric height was determined by differential leveling
 MQ0047.and adjusted by the National Geodetic Survey in June 1991..
 MQ0047
 MQ0047.The geoid height was determined by GEOID03.
 MQ0047
 MQ0047.The dynamic height is computed by dividing the NAVD 88
 MQ0047.geopotential number by the normal gravity value computed on the
 MQ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0047.degrees latitude (g = 980.6199 gals.).
 MQ0047
 MQ0047.The modeled gravity was interpolated from observed gravity values.
 MQ0047
 MQ0047;                    North         East    Units  Estimated Accuracy
 MQ0047;SPC WYWC     -    87,050.      591,720.      MT  (+/- 180 meters Scaled)
 MQ0047
 MQ0047                          SUPERSEDED SURVEY CONTROL
 MQ0047
 MQ0047  NGVD 29 (??/??/92) 2094.62   (m)         6872.1    (f) COMPUTED    2 0
 MQ0047
 MQ0047.Superseded values are not recommended for survey control.
 MQ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0047.See file dsdata.txt to determine how the superseded data were derived.
 MQ0047
 MQ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL801725(NAD 83)
 MQ0047_MARKER: DB = BENCH MARK DISK
 MQ0047_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0047_SP_SET: OUTCROP
 MQ0047_STAMPING: T 152 1962
 MQ0047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0047+STABILITY: POSITION/ELEVATION WELL
 MQ0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0047+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0047
 MQ0047  HISTORY     - Date     Condition        Report By
 MQ0047  HISTORY     - 1962     MONUMENTED       CGS
 MQ0047  HISTORY     - 20011003 GOOD             WYHD
 MQ0047
 MQ0047                          STATION DESCRIPTION
 MQ0047
 MQ0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0047'33.65 MI SE FROM ROCK SPRINGS.
 MQ0047'33.65 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0047'ROCK SPRINGS, IN THE TOP OF THE CENTER OF A LARGE OUTCROP, 86 FEET
 MQ0047'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET SOUTH OF A
 MQ0047'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND 1/2 FOOT ABOVE THE
 MQ0047'GROUND.
 MQ0047
 MQ0047                          STATION RECOVERY (2001)
 MQ0047
 MQ0047'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0165 ***********************************************************************
 MR0165  DESIGNATION -  T 153
 MR0165  PID         -  MR0165
 MR0165  STATE/COUNTY-  WY/UINTA
 MR0165  USGS QUAD   -  PINE KNOLL (1978)
 MR0165
 MR0165                         *CURRENT SURVEY CONTROL
 MR0165  ___________________________________________________________________
 MR0165* NAD 83(1986)-  41 06 23.     (N)    110 50 35.     (W)     SCALED    
 MR0165* NAVD 88     -      2247.271  (meters)    7372.92   (feet)  ADJUSTED  
 MR0165  ___________________________________________________________________
 MR0165  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 MR0165  DYNAMIC HT  -        2245.130 (meters)    7365.90  (feet)  COMP
 MR0165  MODELED GRAV-     979,590.5   (mgal)                       NAVD 88
 MR0165
 MR0165  VERT ORDER  -  SECOND    CLASS 0
 MR0165
 MR0165.The horizontal coordinates were scaled from a topographic map and have
 MR0165.an estimated accuracy of +/- 6 seconds.
 MR0165
 MR0165.The orthometric height was determined by differential leveling
 MR0165.and adjusted by the National Geodetic Survey in June 1991..
 MR0165
 MR0165.The geoid height was determined by GEOID03.
 MR0165
 MR0165.The dynamic height is computed by dividing the NAVD 88
 MR0165.geopotential number by the normal gravity value computed on the
 MR0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0165.degrees latitude (g = 980.6199 gals.).
 MR0165
 MR0165.The modeled gravity was interpolated from observed gravity values.
 MR0165
 MR0165;                    North         East    Units  Estimated Accuracy
 MR0165;SPC WY W     -   167,610.      736,190.      MT  (+/- 180 meters Scaled)
 MR0165
 MR0165                          SUPERSEDED SURVEY CONTROL
 MR0165
 MR0165  NGVD 29 (??/??/92) 2245.838  (m)         7368.22   (f) ADJ UNCH    2 0
 MR0165
 MR0165.Superseded values are not recommended for survey control.
 MR0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0165.See file dsdata.txt to determine how the superseded data were derived.
 MR0165
 MR0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL131505(NAD 83)
 MR0165_MARKER: DB = BENCH MARK DISK
 MR0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0165_STAMPING: T 153 1962
 MR0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0165+STABILITY: SURFACE MOTION
 MR0165
 MR0165  HISTORY     - Date     Condition        Report By
 MR0165  HISTORY     - 1962     MONUMENTED       CGS
 MR0165
 MR0165                          STATION DESCRIPTION
 MR0165
 MR0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0165'13.9 MI SE FROM EVANSTON.
 MR0165'13.9 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0165'OF U.S. HIGHWAY 189 AT EVANSTON, 0.45 MILE SOUTH OF A FARMHOUSE, 0.3
 MR0165'MILE NORTH OF THE JUNCTION OF A DRIVEWAY EAST TO A FARMHOUSE, 47 FEET
 MR0165'EAST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET WEST OF A FENCE, 1.8
 MR0165'FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND
 MR0165'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MR0165'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0119 ***********************************************************************
 PY0119  DESIGNATION -  T 157
 PY0119  PID         -  PY0119
 PY0119  STATE/COUNTY-  WY/PARK
 PY0119  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0119
 PY0119                         *CURRENT SURVEY CONTROL
 PY0119  ___________________________________________________________________
 PY0119* NAD 83(1986)-  44 47 49.     (N)    110 44 35.     (W)     SCALED    
 PY0119* NAVD 88     -      2268.925  (meters)    7443.96   (feet)  ADJUSTED  
 PY0119  ___________________________________________________________________
 PY0119  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY0119  DYNAMIC HT  -        2267.558 (meters)    7439.48  (feet)  COMP
 PY0119  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 PY0119
 PY0119  VERT ORDER  -  FIRST     CLASS II
 PY0119
 PY0119.The horizontal coordinates were scaled from a topographic map and have
 PY0119.an estimated accuracy of +/- 6 seconds.
 PY0119
 PY0119.The orthometric height was determined by differential leveling
 PY0119.and adjusted by the National Geodetic Survey in June 1991..
 PY0119
 PY0119.The geoid height was determined by GEOID03.
 PY0119
 PY0119.The dynamic height is computed by dividing the NAVD 88
 PY0119.geopotential number by the normal gravity value computed on the
 PY0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0119.degrees latitude (g = 980.6199 gals.).
 PY0119
 PY0119.The modeled gravity was interpolated from observed gravity values.
 PY0119
 PY0119;                    North         East    Units  Estimated Accuracy
 PY0119;SPC WYWC     -   479,230.      442,310.      MT  (+/- 180 meters Scaled)
 PY0119
 PY0119                          SUPERSEDED SURVEY CONTROL
 PY0119
 PY0119  NGVD 29 (08/20/92) 2267.606  (m)         7439.64   (f) ADJUSTED    1 2
 PY0119
 PY0119.Superseded values are not recommended for survey control.
 PY0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0119.See file dsdata.txt to determine how the superseded data were derived.
 PY0119
 PY0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ203604(NAD 83)
 PY0119_MARKER: DB = BENCH MARK DISK
 PY0119_SETTING: 66 = SET IN ROCK OUTCROP
 PY0119_SP_SET: BEDROCK
 PY0119_STAMPING: T 157 1960
 PY0119_MARK LOGO: CGS   
 PY0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0119+STABILITY: POSITION/ELEVATION WELL
 PY0119
 PY0119  HISTORY     - Date     Condition        Report By
 PY0119  HISTORY     - 1960     MONUMENTED       CGS
 PY0119  HISTORY     - 1983     GOOD             NGS
 PY0119  HISTORY     - 1987     GOOD             NGS
 PY0119
 PY0119                          STATION DESCRIPTION
 PY0119
 PY0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0119'6.45 MI N FROM NORRIS.
 PY0119'ABOUT 6.45 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS
 PY0119'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 0.1 MILE NORTHWEST OF A
 PY0119'CURVE WITH TANGENTS LEADING NORTH AND WEST, ABOUT 400 FEET SOUTHEAST
 PY0119'OF A CURVE WITH TANGENTS LEADING SOUTH AND WEST, IN A CLEARING ON THE
 PY0119'SOUTHWEST SLOPE OF A HILL, SET IN THE TOP OF A ROCK OUTCROP WHICH
 PY0119'PROJECTS 14 INCHES ABOVE THE GROUND, 38 1/2 FEET NORTHEAST OF THE
 PY0119'CENTER LINE OF THE HIGHWAY, SOUTHEAST AND ACROSS THE ROAD FROM A
 PY0119'PARKING AREA, AND ABOUT 8 1/2 FEET ABOVE THE HIGHWAY.
 PY0119
 PY0119                          STATION RECOVERY (1983)
 PY0119
 PY0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0119'RECOVERED IN GOOD CONDITION.
 PY0119
 PY0119                          STATION RECOVERY (1987)
 PY0119
 PY0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0081 ***********************************************************************
 PY0081  DESIGNATION -  T 158
 PY0081  PID         -  PY0081
 PY0081  STATE/COUNTY-  WY/PARK
 PY0081  USGS QUAD   -  MOUNT JACKSON (1986)
 PY0081
 PY0081                         *CURRENT SURVEY CONTROL
 PY0081  ___________________________________________________________________
 PY0081* NAD 83(1986)-  44 39 00.     (N)    110 57 14.     (W)     SCALED    
 PY0081* NAVD 88     -      2058.538  (meters)    6753.72   (feet)  ADJUSTED  
 PY0081  ___________________________________________________________________
 PY0081  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 PY0081  DYNAMIC HT  -        2057.327 (meters)    6749.75  (feet)  COMP
 PY0081  MODELED GRAV-     979,955.9   (mgal)                       NAVD 88
 PY0081
 PY0081  VERT ORDER  -  FIRST     CLASS II
 PY0081
 PY0081.The horizontal coordinates were scaled from a topographic map and have
 PY0081.an estimated accuracy of +/- 6 seconds.
 PY0081
 PY0081.The orthometric height was determined by differential leveling
 PY0081.and adjusted by the National Geodetic Survey in June 1991..
 PY0081
 PY0081.The geoid height was determined by GEOID03.
 PY0081
 PY0081.The dynamic height is computed by dividing the NAVD 88
 PY0081.geopotential number by the normal gravity value computed on the
 PY0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0081.degrees latitude (g = 980.6199 gals.).
 PY0081
 PY0081.The modeled gravity was interpolated from observed gravity values.
 PY0081
 PY0081;                    North         East    Units  Estimated Accuracy
 PY0081;SPC WYWC     -   463,340.      425,190.      MT  (+/- 180 meters Scaled)
 PY0081
 PY0081                          SUPERSEDED SURVEY CONTROL
 PY0081
 PY0081  NGVD 29 (08/20/92) 2057.254  (m)         6749.51   (f) ADJUSTED    1 2
 PY0081
 PY0081.Superseded values are not recommended for survey control.
 PY0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0081.See file dsdata.txt to determine how the superseded data were derived.
 PY0081
 PY0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ036440(NAD 83)
 PY0081_MARKER: DB = BENCH MARK DISK
 PY0081_SETTING: 80 = SET IN A BOULDER
 PY0081_SP_SET: BOULDER
 PY0081_STAMPING: T 158 1960
 PY0081_MARK LOGO: CGS   
 PY0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0081+STABILITY: SURFACE MOTION
 PY0081
 PY0081  HISTORY     - Date     Condition        Report By
 PY0081  HISTORY     - 1960     MONUMENTED       CGS
 PY0081  HISTORY     - 1983     GOOD             NGS
 PY0081  HISTORY     - 1987     GOOD             NGS
 PY0081
 PY0081                          STATION DESCRIPTION
 PY0081
 PY0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0081'8.95 MI E FROM WEST YELLOWSTONE.
 PY0081'ABOUT 8.95 MILES EAST ALONG THE MADISON JUNCTION-WEST ENTRANCE HIGHWAY
 PY0081'FROM THE UNION PACIFIC RAILROAD STATION AT WEST YELLOWSTONE, AT THE
 PY0081'FOOT OF THE MT. JACKSON SLIDE AREA, IN THE TOP OF A BOULDER WHICH
 PY0081'PROJECTS 1 FOOT ABOVE THE GROUND, 130 FEET NORTHWEST AND ACROSS THE
 PY0081'HIGHWAY FROM THE MT. JACKSON EXHIBIT PANEL, 56 1/2 FEET NORTH OF THE
 PY0081'CENTER LINE OF THE HIGHWAY, 52 FEET NORTHWEST OF THE WEST END OF A
 PY0081'CONCRETE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 PY0081
 PY0081                          STATION RECOVERY (1983)
 PY0081
 PY0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0081'RECOVERED IN GOOD CONDITION.
 PY0081
 PY0081                          STATION RECOVERY (1987)
 PY0081
 PY0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0351 ***********************************************************************
 PW0351  DESIGNATION -  T 159
 PW0351  PID         -  PW0351
 PW0351  STATE/COUNTY-  WY/BIG HORN
 PW0351  USGS QUAD   -  DEVILS KITCHEN (1960)
 PW0351
 PW0351                         *CURRENT SURVEY CONTROL
 PW0351  ___________________________________________________________________
 PW0351* NAD 83(1986)-  44 31 14.     (N)    107 53 21.     (W)     SCALED    
 PW0351* NAVD 88     -      1246.711  (meters)    4090.25   (feet)  ADJUSTED  
 PW0351  ___________________________________________________________________
 PW0351  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 PW0351  DYNAMIC HT  -        1246.222 (meters)    4088.65  (feet)  COMP
 PW0351  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 PW0351
 PW0351  VERT ORDER  -  SECOND    CLASS 0
 PW0351
 PW0351.The horizontal coordinates were scaled from a topographic map and have
 PW0351.an estimated accuracy of +/- 6 seconds.
 PW0351
 PW0351.The orthometric height was determined by differential leveling
 PW0351.and adjusted by the National Geodetic Survey in June 1991..
 PW0351
 PW0351.The geoid height was determined by GEOID03.
 PW0351
 PW0351.The dynamic height is computed by dividing the NAVD 88
 PW0351.geopotential number by the normal gravity value computed on the
 PW0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0351.degrees latitude (g = 980.6199 gals.).
 PW0351
 PW0351.The modeled gravity was interpolated from observed gravity values.
 PW0351
 PW0351;                    North         East    Units  Estimated Accuracy
 PW0351;SPC WYEC     -   546,740.      355,810.      MT  (+/- 180 meters Scaled)
 PW0351
 PW0351                          SUPERSEDED SURVEY CONTROL
 PW0351
 PW0351  NGVD 29 (??/??/92) 1245.920  (m)         4087.66   (f) ADJ UNCH    2 0
 PW0351
 PW0351.Superseded values are not recommended for survey control.
 PW0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0351.See file dsdata.txt to determine how the superseded data were derived.
 PW0351
 PW0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK703337(NAD 83)
 PW0351_MARKER: DB = BENCH MARK DISK
 PW0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0351_SP_SET: CULVERT
 PW0351_STAMPING: T 159 1966
 PW0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0351
 PW0351  HISTORY     - Date     Condition        Report By
 PW0351  HISTORY     - 1966     MONUMENTED       CGS
 PW0351  HISTORY     - 1977     GOOD             NGS
 PW0351
 PW0351                          STATION DESCRIPTION
 PW0351
 PW0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0351'6.3 MI W FROM SHELL.
 PW0351'6.3 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT SHELL,
 PW0351'AT THE CROSSING OF WHALEY DITCH, ABOUT MIDWAY BETWEEN TWO GATES IN A
 PW0351'FENCE, IN THE TOP AND 0.7 FOOT EAST OF THE WEST END OF THE NORTH
 PW0351'CONCRETE HEAD WALL OF A CULVERT, 21 FEET NORTH OF THE CENTER LINE OF
 PW0351'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 PW0351
 PW0351                          STATION RECOVERY (1977)
 PW0351
 PW0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PW0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0001 ***********************************************************************
 NR0001  DESIGNATION -  T 16
 NR0001  PID         -  NR0001
 NR0001  STATE/COUNTY-  WY/CONVERSE
 NR0001  USGS QUAD   -  LOCKETT (1984)
 NR0001
 NR0001                         *CURRENT SURVEY CONTROL
 NR0001  ___________________________________________________________________
 NR0001* NAD 83(1986)-  42 52 19.     (N)    106 02 46.     (W)     SCALED    
 NR0001* NAVD 88     -      1540.315  (meters)    5053.52   (feet)  ADJUSTED  
 NR0001  ___________________________________________________________________
 NR0001  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 NR0001  DYNAMIC HT  -        1539.348 (meters)    5050.34  (feet)  COMP
 NR0001  MODELED GRAV-     979,938.4   (mgal)                       NAVD 88
 NR0001
 NR0001  VERT ORDER  -  FIRST     CLASS II
 NR0001
 NR0001.The horizontal coordinates were scaled from a topographic map and have
 NR0001.an estimated accuracy of +/- 6 seconds.
 NR0001
 NR0001.The orthometric height was determined by differential leveling
 NR0001.and adjusted by the National Geodetic Survey in June 1991..
 NR0001
 NR0001.The geoid height was determined by GEOID03.
 NR0001
 NR0001.The dynamic height is computed by dividing the NAVD 88
 NR0001.geopotential number by the normal gravity value computed on the
 NR0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0001.degrees latitude (g = 980.6199 gals.).
 NR0001
 NR0001.The modeled gravity was interpolated from observed gravity values.
 NR0001
 NR0001;                    North         East    Units  Estimated Accuracy
 NR0001;SPC WY E     -   263,800.      128,150.      MT  (+/- 180 meters Scaled)
 NR0001
 NR0001                          SUPERSEDED SURVEY CONTROL
 NR0001
 NR0001  NGVD 29 (??/??/92) 1539.431  (m)         5050.62   (f) ADJ UNCH    1 2
 NR0001
 NR0001.Superseded values are not recommended for survey control.
 NR0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0001.See file dsdata.txt to determine how the superseded data were derived.
 NR0001
 NR0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH145471(NAD 83)
 NR0001_MARKER: DB = BENCH MARK DISK
 NR0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0001_STAMPING: T 16 1934
 NR0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0001+STABILITY: SURFACE MOTION
 NR0001
 NR0001  HISTORY     - Date     Condition        Report By
 NR0001  HISTORY     - 1934     MONUMENTED       CGS
 NR0001
 NR0001                          STATION DESCRIPTION
 NR0001
 NR0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0001'2.1 MI W FROM LOCKETT.
 NR0001'ABOUT 2.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NR0001'FROM THE STATION AT LOCKETT, CONVERSE COUNTY, ABOUT 0.5 MILE EAST OF
 NR0001'MILEPOST 188, NEAR A ROAD CROSSING KNOWN AS COAL CREEK CROSSING, 45.5
 NR0001'FEET WEST OF THE CENTER LINE OF THE ROAD, 62.5 FEET NORTH OF THE NORTH
 NR0001'RAIL, 8.2 FEET SOUTH OF THE CORNER POST OF THE RIGHT-OF-WAY FENCE, AND
 NR0001'1.6 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED T 16 1934 AND
 NR0001'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0391 ***********************************************************************
 PW0391  DESIGNATION -  T 160
 PW0391  PID         -  PW0391
 PW0391  STATE/COUNTY-  WY/BIG HORN
 PW0391  USGS QUAD   -  SHELL FALLS (1993)
 PW0391
 PW0391                         *CURRENT SURVEY CONTROL
 PW0391  ___________________________________________________________________
 PW0391* NAD 83(1986)-  44 35 34.     (N)    107 32 03.     (W)     SCALED    
 PW0391* NAVD 88     -      2436.407  (meters)    7993.45   (feet)  ADJUSTED  
 PW0391  ___________________________________________________________________
 PW0391  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 PW0391  DYNAMIC HT  -        2435.048 (meters)    7988.99  (feet)  COMP
 PW0391  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 PW0391
 PW0391  VERT ORDER  -  SECOND    CLASS 0
 PW0391
 PW0391.The horizontal coordinates were scaled from a topographic map and have
 PW0391.an estimated accuracy of +/- 6 seconds.
 PW0391
 PW0391.The orthometric height was determined by differential leveling
 PW0391.and adjusted by the National Geodetic Survey in June 1991..
 PW0391
 PW0391.The geoid height was determined by GEOID03.
 PW0391
 PW0391.The dynamic height is computed by dividing the NAVD 88
 PW0391.geopotential number by the normal gravity value computed on the
 PW0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0391.degrees latitude (g = 980.6199 gals.).
 PW0391
 PW0391.The modeled gravity was interpolated from observed gravity values.
 PW0391
 PW0391;                    North         East    Units  Estimated Accuracy
 PW0391;SPC WYEC     -   554,630.      384,050.      MT  (+/- 180 meters Scaled)
 PW0391
 PW0391                          SUPERSEDED SURVEY CONTROL
 PW0391
 PW0391  NGVD 29 (??/??/92) 2435.386  (m)         7990.10   (f) ADJ UNCH    2 0
 PW0391
 PW0391.Superseded values are not recommended for survey control.
 PW0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0391.See file dsdata.txt to determine how the superseded data were derived.
 PW0391
 PW0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK988408(NAD 83)
 PW0391_MARKER: DB = BENCH MARK DISK
 PW0391_SETTING: 66 = SET IN ROCK OUTCROP
 PW0391_SP_SET: OUTCROP
 PW0391_STAMPING: T 160 1966
 PW0391_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0391+STABILITY: POSITION/ELEVATION WELL
 PW0391
 PW0391  HISTORY     - Date     Condition        Report By
 PW0391  HISTORY     - 1966     MONUMENTED       CGS
 PW0391
 PW0391                          STATION DESCRIPTION
 PW0391
 PW0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0391'18.3 MI NE FROM SHELL.
 PW0391'18.3 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0391'SHELL, IN THE TOP OF AN OUTCROP WHICH PROJECTS ABOUT 3 FEET, 44 FEET
 PW0391'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTH-SOUTHWEST
 PW0391'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 24-INCH
 PW0391'PIPE CULVERT, 3.0 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 2 1/2
 PW0391'FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0253 ***********************************************************************
 PW0253  DESIGNATION -  T 161
 PW0253  PID         -  PW0253
 PW0253  STATE/COUNTY-  WY/SHERIDAN
 PW0253  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0253
 PW0253                         *CURRENT SURVEY CONTROL
 PW0253  ___________________________________________________________________
 PW0253* NAD 83(1986)-  44 49 27.     (N)    107 19 32.     (W)     SCALED    
 PW0253* NAVD 88     -      1684.523  (meters)    5526.64   (feet)  ADJUSTED  
 PW0253  ___________________________________________________________________
 PW0253  GEOID HEIGHT-         -10.94  (meters)                     GEOID03
 PW0253  DYNAMIC HT  -        1683.816 (meters)    5524.32  (feet)  COMP
 PW0253  MODELED GRAV-     980,137.0   (mgal)                       NAVD 88
 PW0253
 PW0253  VERT ORDER  -  SECOND    CLASS 0
 PW0253
 PW0253.The horizontal coordinates were scaled from a topographic map and have
 PW0253.an estimated accuracy of +/- 6 seconds.
 PW0253
 PW0253.The orthometric height was determined by differential leveling
 PW0253.and adjusted by the National Geodetic Survey in June 1991..
 PW0253
 PW0253.The geoid height was determined by GEOID03.
 PW0253
 PW0253.The dynamic height is computed by dividing the NAVD 88
 PW0253.geopotential number by the normal gravity value computed on the
 PW0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0253.degrees latitude (g = 980.6199 gals.).
 PW0253
 PW0253.The modeled gravity was interpolated from observed gravity values.
 PW0253
 PW0253;                    North         East    Units  Estimated Accuracy
 PW0253;SPC WYEC     -   580,330.      400,620.      MT  (+/- 180 meters Scaled)
 PW0253
 PW0253                          SUPERSEDED SURVEY CONTROL
 PW0253
 PW0253  NGVD 29 (??/??/92) 1683.713  (m)         5523.98   (f) ADJ UNCH    2 0
 PW0253
 PW0253.Superseded values are not recommended for survey control.
 PW0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0253.See file dsdata.txt to determine how the superseded data were derived.
 PW0253
 PW0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK161660(NAD 83)
 PW0253_MARKER: DB = BENCH MARK DISK
 PW0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0253_SP_SET: CULVERT
 PW0253_STAMPING: T 161 1966
 PW0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0253
 PW0253  HISTORY     - Date     Condition        Report By
 PW0253  HISTORY     - 1966     MONUMENTED       CGS
 PW0253
 PW0253                          STATION DESCRIPTION
 PW0253
 PW0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0253'7.15 MI SW FROM DAYTON.
 PW0253'7.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0253'DAYTON, ACROSS THE HIGHWAY FROM THE APPROXIMATE CENTER OF A LONG METAL
 PW0253'GUARDRAIL, IN THE TOP AND 0.6 FOOT WEST OF THE EAST END OF THE SOUTH
 PW0253'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 25 FEET SOUTH OF THE
 PW0253'CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0400 ***********************************************************************
 PW0400  DESIGNATION -  T 162
 PW0400  PID         -  PW0400
 PW0400  STATE/COUNTY-  WY/SHERIDAN
 PW0400  USGS QUAD   -  GRANITE PASS (1993)
 PW0400
 PW0400                         *CURRENT SURVEY CONTROL
 PW0400  ___________________________________________________________________
 PW0400* NAD 83(1986)-  44 44 08.     (N)    107 30 21.     (W)     SCALED    
 PW0400* NAVD 88     -      2524.333  (meters)    8281.92   (feet)  ADJUSTED  
 PW0400  ___________________________________________________________________
 PW0400  GEOID HEIGHT-          -9.11  (meters)                     GEOID03
 PW0400  DYNAMIC HT  -        2522.949 (meters)    8277.38  (feet)  COMP
 PW0400  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 PW0400
 PW0400  VERT ORDER  -  SECOND    CLASS 0
 PW0400
 PW0400.The horizontal coordinates were scaled from a topographic map and have
 PW0400.an estimated accuracy of +/- 6 seconds.
 PW0400
 PW0400.The orthometric height was determined by differential leveling
 PW0400.and adjusted by the National Geodetic Survey in June 1991..
 PW0400
 PW0400.The geoid height was determined by GEOID03.
 PW0400
 PW0400.The dynamic height is computed by dividing the NAVD 88
 PW0400.geopotential number by the normal gravity value computed on the
 PW0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0400.degrees latitude (g = 980.6199 gals.).
 PW0400
 PW0400.The modeled gravity was interpolated from observed gravity values.
 PW0400
 PW0400;                    North         East    Units  Estimated Accuracy
 PW0400;SPC WYEC     -   570,490.      386,340.      MT  (+/- 180 meters Scaled)
 PW0400
 PW0400                          SUPERSEDED SURVEY CONTROL
 PW0400
 PW0400  NGVD 29 (??/??/92) 2523.319  (m)         8278.59   (f) ADJ UNCH    2 0
 PW0400
 PW0400.Superseded values are not recommended for survey control.
 PW0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0400.See file dsdata.txt to determine how the superseded data were derived.
 PW0400
 PW0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK015566(NAD 83)
 PW0400_MARKER: DB = BENCH MARK DISK
 PW0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0400_STAMPING: T 162 1966
 PW0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0400+STABILITY: SURFACE MOTION
 PW0400
 PW0400  HISTORY     - Date     Condition        Report By
 PW0400  HISTORY     - 1966     MONUMENTED       CGS
 PW0400
 PW0400                          STATION DESCRIPTION
 PW0400
 PW0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0400'29.75 MI NE FROM SHELL.
 PW0400'29.75 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0400'SHELL, 29.15 MILES SOUTHWEST OF DAYTON, 0.15 MILE SOUTH OF THE
 PW0400'CROSSING OF SHEELEY CREEK, 63 1/2 FEET EAST OF THE CENTER LINE OF THE
 PW0400'HIGHWAY, 94 1/2 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE NORTHEAST
 PW0400'END OF A 24-INCH PIPE CULVERT, 1.3 FEET NORTH OF A WITNESS POST, ABOUT
 PW0400'3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PW0400'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0083 ***********************************************************************
 OV0083  DESIGNATION -  T 163 RESET
 OV0083  PID         -  OV0083
 OV0083  STATE/COUNTY-  WY/WASHAKIE
 OV0083  USGS QUAD   -  JOE EMGE CREEK (1976)
 OV0083
 OV0083                         *CURRENT SURVEY CONTROL
 OV0083  ___________________________________________________________________
 OV0083* NAD 83(1986)-  43 53 26.     (N)    107 22 36.     (W)     SCALED    
 OV0083* NAVD 88     -      1421.84   (+/-2cm)    4664.8    (feet)  VERTCON   
 OV0083  ___________________________________________________________________
 OV0083  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 OV0083
 OV0083  VERT ORDER  -  THIRD (See Below)
 OV0083
 OV0083.The horizontal coordinates were scaled from a topographic map and have
 OV0083.an estimated accuracy of +/- 6 seconds.
 OV0083
 OV0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0083.The vertical order pertains to the NGVD 29 superseded value.
 OV0083
 OV0083.The geoid height was determined by GEOID03.
 OV0083
 OV0083;                    North         East    Units  Estimated Accuracy
 OV0083;SPC WYEC     -   476,590.      396,520.      MT  (+/- 180 meters Scaled)
 OV0083
 OV0083                          SUPERSEDED SURVEY CONTROL
 OV0083
 OV0083  NGVD 29 (03/28/06) 1421.06   (m)         4662.3    (f) RESET       3  
 OV0083
 OV0083.Superseded values are not recommended for survey control.
 OV0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0083.See file dsdata.txt to determine how the superseded data were derived.
 OV0083
 OV0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ091624(NAD 83)
 OV0083_MARKER: DB = BENCH MARK DISK
 OV0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0083_STAMPING: T 163 RESET 1967
 OV0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0083+STABILITY: SURFACE MOTION
 OV0083
 OV0083  HISTORY     - Date     Condition        Report By
 OV0083  HISTORY     - 1967     MONUMENTED       WYHD
 OV0083  HISTORY     - 1968     GOOD             WYHD
 OV0083
 OV0083                          STATION DESCRIPTION
 OV0083
 OV0083'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1968
 OV0083'11.5 MI S FROM TEN SLEEP.
 OV0083'11.5 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0083'16 AT TEN SLEEP, NEAR A DRIVEWAY WEST TO BREEDON BROTHERS RANCH, 73
 OV0083'FEET EAST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0110 ***********************************************************************
 OV0110  DESIGNATION -  T 164
 OV0110  PID         -  OV0110
 OV0110  STATE/COUNTY-  WY/WASHAKIE
 OV0110  USGS QUAD   -  MAHOGANY BUTTE (1976)
 OV0110
 OV0110                         *CURRENT SURVEY CONTROL
 OV0110  ___________________________________________________________________
 OV0110* NAD 83(1986)-  43 39 23.     (N)    107 19 52.     (W)     SCALED    
 OV0110* NAVD 88     -      1584.219  (meters)    5197.56   (feet)  ADJUSTED  
 OV0110  ___________________________________________________________________
 OV0110  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 OV0110  DYNAMIC HT  -        1583.401 (meters)    5194.87  (feet)  COMP
 OV0110  MODELED GRAV-     980,046.5   (mgal)                       NAVD 88
 OV0110
 OV0110  VERT ORDER  -  SECOND    CLASS 0
 OV0110
 OV0110.The horizontal coordinates were scaled from a topographic map and have
 OV0110.an estimated accuracy of +/- 6 seconds.
 OV0110
 OV0110.The orthometric height was determined by differential leveling
 OV0110.and adjusted by the National Geodetic Survey in June 1991..
 OV0110
 OV0110.The geoid height was determined by GEOID03.
 OV0110
 OV0110.The dynamic height is computed by dividing the NAVD 88
 OV0110.geopotential number by the normal gravity value computed on the
 OV0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0110.degrees latitude (g = 980.6199 gals.).
 OV0110
 OV0110.The modeled gravity was interpolated from observed gravity values.
 OV0110
 OV0110;                    North         East    Units  Estimated Accuracy
 OV0110;SPC WYEC     -   450,570.      400,180.      MT  (+/- 180 meters Scaled)
 OV0110
 OV0110                          SUPERSEDED SURVEY CONTROL
 OV0110
 OV0110  NGVD 29 (??/??/92) 1583.388  (m)         5194.83   (f) ADJ UNCH    2 0
 OV0110
 OV0110.Superseded values are not recommended for survey control.
 OV0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0110.See file dsdata.txt to determine how the superseded data were derived.
 OV0110
 OV0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ120363(NAD 83)
 OV0110_MARKER: DB = BENCH MARK DISK
 OV0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0110_STAMPING: T 164 1966
 OV0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0110+STABILITY: SURFACE MOTION
 OV0110
 OV0110  HISTORY     - Date     Condition        Report By
 OV0110  HISTORY     - 1966     MONUMENTED       CGS
 OV0110
 OV0110                          STATION DESCRIPTION
 OV0110
 OV0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0110'31.2 MI S FROM TEN SLEEP.
 OV0110'31.2 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0110'16 AT TEN SLEEP, AT THE CROSSING OF A CATTELGUARD, 47 FEET SOUTHEAST
 OV0110'OF THE CENTER LINE OF THE ROAD, 39.0 FEET SOUTHEAST OF THE SOUTH
 OV0110'CORNER OF THE CATTLEGUARD, 5 FEET NORTHWEST OF A FENCE CORNER POST,
 OV0110'1.3 FEET SOUTHWEST OF A FENCE, 2.5 FEET NORTHWEST OF A WITNESS POST,
 OV0110'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OV0110'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0121 ***********************************************************************
 OV0121  DESIGNATION -  T 165
 OV0121  PID         -  OV0121
 OV0121  STATE/COUNTY-  WY/WASHAKIE
 OV0121  USGS QUAD   -  CORNELL GULCH (1967)
 OV0121
 OV0121                         *CURRENT SURVEY CONTROL
 OV0121  ___________________________________________________________________
 OV0121* NAD 83(1986)-  43 34 19.     (N)    107 28 36.     (W)     SCALED    
 OV0121* NAVD 88     -      1763.689  (meters)    5786.37   (feet)  ADJUSTED  
 OV0121  ___________________________________________________________________
 OV0121  GEOID HEIGHT-         -11.71  (meters)                     GEOID03
 OV0121  DYNAMIC HT  -        1762.668 (meters)    5783.02  (feet)  COMP
 OV0121  MODELED GRAV-     979,977.4   (mgal)                       NAVD 88
 OV0121
 OV0121  VERT ORDER  -  SECOND    CLASS 0
 OV0121
 OV0121.The horizontal coordinates were scaled from a topographic map and have
 OV0121.an estimated accuracy of +/- 6 seconds.
 OV0121
 OV0121.The orthometric height was determined by differential leveling
 OV0121.and adjusted by the National Geodetic Survey in June 1991..
 OV0121
 OV0121.The geoid height was determined by GEOID03.
 OV0121
 OV0121.The dynamic height is computed by dividing the NAVD 88
 OV0121.geopotential number by the normal gravity value computed on the
 OV0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0121.degrees latitude (g = 980.6199 gals.).
 OV0121
 OV0121.The modeled gravity was interpolated from observed gravity values.
 OV0121
 OV0121;                    North         East    Units  Estimated Accuracy
 OV0121;SPC WYEC     -   441,200.      388,420.      MT  (+/- 180 meters Scaled)
 OV0121
 OV0121                          SUPERSEDED SURVEY CONTROL
 OV0121
 OV0121  NGVD 29 (??/??/92) 1762.769  (m)         5783.35   (f) ADJ UNCH    2 0
 OV0121
 OV0121.Superseded values are not recommended for survey control.
 OV0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0121.See file dsdata.txt to determine how the superseded data were derived.
 OV0121
 OV0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ000273(NAD 83)
 OV0121_MARKER: DB = BENCH MARK DISK
 OV0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0121_STAMPING: T 165 1966
 OV0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0121+STABILITY: SURFACE MOTION
 OV0121
 OV0121  HISTORY     - Date     Condition        Report By
 OV0121  HISTORY     - 1966     MONUMENTED       CGS
 OV0121
 OV0121                          STATION DESCRIPTION
 OV0121
 OV0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0121'27.7 MI NE FROM LYSITE.
 OV0121'27.7 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0121'AND QUINCY RAILROAD STATION AT LYSITE, 42.15 MILES SOUTH OF TEN SLEEP,
 OV0121'0.25 MILE NORTHEAST OF THE JUNCTION OF A DRIVEWAY TO A RANCH, ON A
 OV0121'SMALL KNOLL, 54 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 101.6
 OV0121'FEET NORTHWEST OF A FENCE, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT
 OV0121'2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OV0121'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0388 ***********************************************************************
 MO0388  DESIGNATION -  T 166
 MO0388  PID         -  MO0388
 MO0388  STATE/COUNTY-  WY/ALBANY
 MO0388  USGS QUAD   -  POE MOUNTAIN (1981)
 MO0388
 MO0388                         *CURRENT SURVEY CONTROL
 MO0388  ___________________________________________________________________
 MO0388* NAD 83(1986)-  41 47 22.     (N)    105 18 19.     (W)     SCALED    
 MO0388* NAVD 88     -      1823.181  (meters)    5981.55   (feet)  ADJUSTED  
 MO0388  ___________________________________________________________________
 MO0388  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 MO0388  DYNAMIC HT  -        1821.850 (meters)    5977.19  (feet)  COMP
 MO0388  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 MO0388
 MO0388  VERT ORDER  -  SECOND    CLASS 0
 MO0388
 MO0388.The horizontal coordinates were scaled from a topographic map and have
 MO0388.an estimated accuracy of +/- 6 seconds.
 MO0388
 MO0388.The orthometric height was determined by differential leveling
 MO0388.and adjusted by the National Geodetic Survey in June 1991..
 MO0388
 MO0388.The geoid height was determined by GEOID03.
 MO0388
 MO0388.The dynamic height is computed by dividing the NAVD 88
 MO0388.geopotential number by the normal gravity value computed on the
 MO0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0388.degrees latitude (g = 980.6199 gals.).
 MO0388
 MO0388.The modeled gravity was interpolated from observed gravity values.
 MO0388
 MO0388;                    North         East    Units  Estimated Accuracy
 MO0388;SPC WY E     -   143,200.      188,480.      MT  (+/- 180 meters Scaled)
 MO0388
 MO0388                          SUPERSEDED SURVEY CONTROL
 MO0388
 MO0388  NGVD 29 (??/??/92) 1822.310  (m)         5978.70   (f) ADJ UNCH    2 0
 MO0388
 MO0388.Superseded values are not recommended for survey control.
 MO0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0388.See file dsdata.txt to determine how the superseded data were derived.
 MO0388
 MO0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG746264(NAD 83)
 MO0388_MARKER: DB = BENCH MARK DISK
 MO0388_SETTING: 66 = SET IN ROCK OUTCROP
 MO0388_SP_SET: 4 BY 10 FT OUTCROP
 MO0388_STAMPING: T 166 1966
 MO0388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0388+STABILITY: POSITION/ELEVATION WELL
 MO0388
 MO0388  HISTORY     - Date     Condition        Report By
 MO0388  HISTORY     - 1966     MONUMENTED       CGS
 MO0388
 MO0388                          STATION DESCRIPTION
 MO0388
 MO0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0388'30.8 MI SW FROM WHEATLAND.
 MO0388'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0388'WHEATLAND, THENCE 24.05 MILES SOUTHWEST ALONG STATE HIGHWAY
 MO0388'34, 65 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT
 MO0388'ROAD SOUTH, IN THE TOP OF A 4- BY 10-FOOT OUTCROP, 39.5 FEET
 MO0388'NORTH OF THE CENTER LINE OF THE HIGHWAY, 11.0 FEET SOUTH OF A
 MO0388'FENCE, 3.5 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER
 MO0388'THAN THE HIGHWAY, AND 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0422 ***********************************************************************
 MO0422  DESIGNATION -  T 167
 MO0422  PID         -  MO0422
 MO0422  STATE/COUNTY-  WY/PLATTE
 MO0422  USGS QUAD   -  INDIAN GUIDE (1981)
 MO0422
 MO0422                         *CURRENT SURVEY CONTROL
 MO0422  ___________________________________________________________________
 MO0422* NAD 83(1986)-  41 42 33.     (N)    105 15 49.     (W)     SCALED    
 MO0422* NAVD 88     -      2193.457  (meters)    7196.37   (feet)  ADJUSTED  
 MO0422  ___________________________________________________________________
 MO0422  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 MO0422  DYNAMIC HT  -        2191.752 (meters)    7190.77  (feet)  COMP
 MO0422  MODELED GRAV-     979,764.6   (mgal)                       NAVD 88
 MO0422
 MO0422  VERT ORDER  -  SECOND    CLASS 0
 MO0422
 MO0422.The horizontal coordinates were scaled from a topographic map and have
 MO0422.an estimated accuracy of +/- 6 seconds.
 MO0422
 MO0422.The orthometric height was determined by differential leveling
 MO0422.and adjusted by the National Geodetic Survey in June 1991..
 MO0422
 MO0422.The geoid height was determined by GEOID03.
 MO0422
 MO0422.The dynamic height is computed by dividing the NAVD 88
 MO0422.geopotential number by the normal gravity value computed on the
 MO0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0422.degrees latitude (g = 980.6199 gals.).
 MO0422
 MO0422.The modeled gravity was interpolated from observed gravity values.
 MO0422
 MO0422;                    North         East    Units  Estimated Accuracy
 MO0422;SPC WY E     -   134,280.      191,930.      MT  (+/- 180 meters Scaled)
 MO0422
 MO0422                          SUPERSEDED SURVEY CONTROL
 MO0422
 MO0422  NGVD 29 (??/??/92) 2192.533  (m)         7193.34   (f) ADJ UNCH    2 0
 MO0422
 MO0422.Superseded values are not recommended for survey control.
 MO0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0422.See file dsdata.txt to determine how the superseded data were derived.
 MO0422
 MO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG780175(NAD 83)
 MO0422_MARKER: DB = BENCH MARK DISK
 MO0422_SETTING: 66 = SET IN ROCK OUTCROP
 MO0422_SP_SET: LARGE OUTCROP
 MO0422_STAMPING: T 167 1966
 MO0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0422+STABILITY: POSITION/ELEVATION WELL
 MO0422
 MO0422  HISTORY     - Date     Condition        Report By
 MO0422  HISTORY     - 1966     MONUMENTED       CGS
 MO0422
 MO0422                          STATION DESCRIPTION
 MO0422
 MO0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0422'12.9 MI NW FROM FARTHING.
 MO0422'7.85 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE COLORADO
 MO0422'AND SOUTHERN RAILROAD STATION AT FARTHING, THENCE 11.05 MILES
 MO0422'NORTHWEST ALONG A PRIVATE ROAD, ON THE EAST SIDE OF A LOW RIDGE,
 MO0422'IN THE TOP OF A LARGE OUTCROP PROJECTING ABOUT 1 FOOT, 104 FEET
 MO0422'WEST OF THE CENTER LINE OF THE ROAD, 269 FEET NORTHWEST AND
 MO0422'ACROSS THE ROAD FROM THE NORTH END OF A GATE, 179 FEET WEST AND
 MO0422'ACROSS THE ROAD FROM A NORTH-SOUTH FENCE LINE, 8.0 FEET NORTHEAST
 MO0422'OF A WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0207 ***********************************************************************
 MR0207  DESIGNATION -  T 168
 MR0207  PID         -  MR0207
 MR0207  STATE/COUNTY-  WY/LINCOLN
 MR0207  USGS QUAD   -  NUGGET (1985)
 MR0207
 MR0207                         *CURRENT SURVEY CONTROL
 MR0207  ___________________________________________________________________
 MR0207* NAD 83(1986)-  41 49 09.     (N)    110 45 16.     (W)     SCALED    
 MR0207* NAVD 88     -      2019.751  (meters)    6626.47   (feet)  ADJUSTED  
 MR0207  ___________________________________________________________________
 MR0207  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 MR0207  DYNAMIC HT  -        2018.028 (meters)    6620.81  (feet)  COMP
 MR0207  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 MR0207
 MR0207  VERT ORDER  -  SECOND    CLASS 0
 MR0207
 MR0207.The horizontal coordinates were scaled from a topographic map and have
 MR0207.an estimated accuracy of +/- 6 seconds.
 MR0207
 MR0207.The orthometric height was determined by differential leveling
 MR0207.and adjusted by the National Geodetic Survey in June 1991..
 MR0207
 MR0207.The geoid height was determined by GEOID03.
 MR0207
 MR0207.The dynamic height is computed by dividing the NAVD 88
 MR0207.geopotential number by the normal gravity value computed on the
 MR0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0207.degrees latitude (g = 980.6199 gals.).
 MR0207
 MR0207.The modeled gravity was interpolated from observed gravity values.
 MR0207
 MR0207;                    North         East    Units  Estimated Accuracy
 MR0207;SPC WY W     -   246,710.      744,240.      MT  (+/- 180 meters Scaled)
 MR0207
 MR0207                          SUPERSEDED SURVEY CONTROL
 MR0207
 MR0207  NGVD 29 (??/??/92) 2018.377  (m)         6621.96   (f) ADJ UNCH    2 0
 MR0207
 MR0207.Superseded values are not recommended for survey control.
 MR0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0207.See file dsdata.txt to determine how the superseded data were derived.
 MR0207
 MR0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM203297(NAD 83)
 MR0207_MARKER: DB = BENCH MARK DISK
 MR0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0207_STAMPING: T 168 1966
 MR0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0207+STABILITY: SURFACE MOTION
 MR0207
 MR0207  HISTORY     - Date     Condition        Report By
 MR0207  HISTORY     - 1966     MONUMENTED       CGS
 MR0207
 MR0207                          STATION DESCRIPTION
 MR0207
 MR0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0207'11.85 MI W FROM KEMMERER.
 MR0207'11.85 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0207'KEMMERER, 1.15 MILES EAST OF U.S. HIGHWAY 30N UNDERPASS, 11 POLES EAST
 MR0207'AND ACROSS THE TRACK FROM MILEPOLE 52 AND THE CROSSING OF A TELEPHONE
 MR0207'LINE, 105.6 FEET NORTH OF THE NORTH RAIL, 181 FEET NORTH AND ACROSS
 MR0207'THE TRACKS FROM MILEPOLE 51.75, 101 FEET WEST OF A BRACE POLE IN THE
 MR0207'FENCE, 16.0 FEET NORTH OF A FENCE, 2.5 FEET EAST OF A WITNESS POST,
 MR0207'ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 MR0207'POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0238 ***********************************************************************
 MQ0238  DESIGNATION -  T 17
 MQ0238  PID         -  MQ0238
 MQ0238  STATE/COUNTY-  WY/SWEETWATER
 MQ0238  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0238
 MQ0238                         *CURRENT SURVEY CONTROL
 MQ0238  ___________________________________________________________________
 MQ0238* NAD 83(1986)-  41 25 01.     (N)    109 32 55.     (W)     SCALED    
 MQ0238* NAVD 88     -      2044.762  (meters)    6708.52   (feet)  ADJUSTED  
 MQ0238  ___________________________________________________________________
 MQ0238  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 MQ0238  DYNAMIC HT  -        2042.939 (meters)    6702.54  (feet)  COMP
 MQ0238  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 MQ0238
 MQ0238  VERT ORDER  -  FIRST     CLASS II
 MQ0238
 MQ0238.The horizontal coordinates were scaled from a topographic map and have
 MQ0238.an estimated accuracy of +/- 6 seconds.
 MQ0238
 MQ0238.The orthometric height was determined by differential leveling
 MQ0238.and adjusted by the National Geodetic Survey in June 1991..
 MQ0238
 MQ0238.The geoid height was determined by GEOID03.
 MQ0238
 MQ0238.The dynamic height is computed by dividing the NAVD 88
 MQ0238.geopotential number by the normal gravity value computed on the
 MQ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0238.degrees latitude (g = 980.6199 gals.).
 MQ0238
 MQ0238.The modeled gravity was interpolated from observed gravity values.
 MQ0238
 MQ0238;                    North         East    Units  Estimated Accuracy
 MQ0238;SPC WYWC     -   102,130.      533,240.      MT  (+/- 180 meters Scaled)
 MQ0238
 MQ0238                          SUPERSEDED SURVEY CONTROL
 MQ0238
 MQ0238  NGVD 29 (??/??/92) 2043.430  (m)         6704.15   (f) ADJ UNCH    1 2
 MQ0238
 MQ0238.Superseded values are not recommended for survey control.
 MQ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0238.See file dsdata.txt to determine how the superseded data were derived.
 MQ0238
 MQ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL212860(NAD 83)
 MQ0238_MARKER: DB = BENCH MARK DISK
 MQ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0238_STAMPING: 6704.153 T 17 1933
 MQ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0238+STABILITY: SURFACE MOTION
 MQ0238
 MQ0238  HISTORY     - Date     Condition        Report By
 MQ0238  HISTORY     - 1933     MONUMENTED       CGS
 MQ0238  HISTORY     - 1962     MARK NOT FOUND   NGS
 MQ0238  HISTORY     - 1984     MARK NOT FOUND   NGS
 MQ0238
 MQ0238                          STATION DESCRIPTION
 MQ0238
 MQ0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0238'10.5 MI S FROM GREEN RIVER.
 MQ0238'ABOUT 10.5 MILES SOUTH ALONG THE LINWOOD-GREEN RIVER HIGHWAY FROM
 MQ0238'GREEN RIVER, SWEETWATER COUNTY, ABOUT 4.2 MILES NORTHEAST OF THE
 MQ0238'BLACKS FORK BRIDGE, AT A RAVINE, ABOUT 60 FEET WEST OF A 3-FOOT
 MQ0238'CORRUGATED-IRON PIPE CULVERT, AND 70 FEET WEST OF THE CENTERLINE OF
 MQ0238'THE HIGHWAY.  A STANDARD DISK, STAMPED 6704.153 T 17 1933 AND SET IN
 MQ0238'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 MQ0238
 MQ0238                          STATION RECOVERY (1962)
 MQ0238
 MQ0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MQ0238'MARK NOT FOUND.
 MQ0238
 MQ0238                          STATION RECOVERY (1984)
 MQ0238
 MQ0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0238'THE MONUMENT WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0048 ***********************************************************************
 OV0048  DESIGNATION -  T 18
 OV0048  PID         -  OV0048
 OV0048  STATE/COUNTY-  WY/NATRONA
 OV0048  USGS QUAD   -  BURLINGTON LAKE (1968)
 OV0048
 OV0048                         *CURRENT SURVEY CONTROL
 OV0048  ___________________________________________________________________
 OV0048* NAD 83(1986)-  43 01 54.     (N)    106 44 29.     (W)     SCALED    
 OV0048* NAVD 88     -      1690.296  (meters)    5545.58   (feet)  POSTED    
 OV0048  ___________________________________________________________________
 OV0048  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OV0048  DYNAMIC HT  -        1689.220 (meters)    5542.05  (feet)  COMP
 OV0048  MODELED GRAV-     979,923.9   (mgal)                       NAVD 88
 OV0048
 OV0048  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0048
 OV0048.The horizontal coordinates were scaled from a topographic map and have
 OV0048.an estimated accuracy of +/- 6 seconds.
 OV0048
 OV0048.The orthometric height was determined by differential leveling
 OV0048.and adjusted by the National Geodetic Survey in 1992..
 OV0048.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0048.rate of 0.0 thru 1.0 mm/km.
 OV0048
 OV0048.The geoid height was determined by GEOID03.
 OV0048
 OV0048.The dynamic height is computed by dividing the NAVD 88
 OV0048.geopotential number by the normal gravity value computed on the
 OV0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0048.degrees latitude (g = 980.6199 gals.).
 OV0048
 OV0048.The modeled gravity was interpolated from observed gravity values.
 OV0048
 OV0048;                    North         East    Units  Estimated Accuracy
 OV0048;SPC WYEC     -   381,340.      448,240.      MT  (+/- 180 meters Scaled)
 OV0048
 OV0048                          SUPERSEDED SURVEY CONTROL
 OV0048
 OV0048  NGVD 29 (??/??/92) 1689.279  (m)         5542.24   (f) ADJ UNCH    1 2
 OV0048
 OV0048.Superseded values are not recommended for survey control.
 OV0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0048.See file dsdata.txt to determine how the superseded data were derived.
 OV0048
 OV0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH581658(NAD 83)
 OV0048_MARKER: DB = BENCH MARK DISK
 OV0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0048_STAMPING: T 18 1934
 OV0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0048+STABILITY: SURFACE MOTION
 OV0048
 OV0048  HISTORY     - Date     Condition        Report By
 OV0048  HISTORY     - 1934     MONUMENTED       CGS
 OV0048  HISTORY     - 1979     POOR             LOCENG
 OV0048
 OV0048                          STATION DESCRIPTION
 OV0048
 OV0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0048'11.5 MI E FROM POWDER RIVER.
 OV0048'ABOUT 11.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OV0048'RAILROAD FROM THE STATION AT POWDER RIVER, NATRONA COUNTY, ABOUT 725
 OV0048'FEET EAST OF THE STATION SIGN AT PETRIE, 101 FEET SOUTH OF MILEPOST
 OV0048'230, 72.5 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 4.0 FEET
 OV0048'NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3.0 FEET LOWER THAN THE
 OV0048'TRACK.  A STANDARD DISK, STAMPED T 18 1934 AND SET IN THE TOP OF A
 OV0048'CONCRETE POST.
 OV0048
 OV0048                          STATION RECOVERY (1979)
 OV0048
 OV0048'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 OV0048'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0082 ***********************************************************************
 NS0082  DESIGNATION -  T 19
 NS0082  PID         -  NS0082
 NS0082  STATE/COUNTY-  WY/SWEETWATER
 NS0082  USGS QUAD   -  EDEN RESERVOIR WEST (1980)
 NS0082
 NS0082                         *CURRENT SURVEY CONTROL
 NS0082  ___________________________________________________________________
 NS0082* NAD 83(1993)-  42 08 52.02984(N)    109 24 36.52274(W)     ADJUSTED  
 NS0082* NAVD 88     -      2025.743  (meters)    6646.13   (feet)  ADJUSTED  
 NS0082  ___________________________________________________________________
 NS0082  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 NS0082  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NS0082  DYNAMIC HT  -        2024.048 (meters)    6640.56  (feet)  COMP
 NS0082  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 NS0082
 NS0082  HORZ ORDER  -  FIRST
 NS0082  VERT ORDER  -  FIRST     CLASS II
 NS0082
 NS0082.The horizontal coordinates were established by classical geodetic methods
 NS0082.and adjusted by the National Geodetic Survey in January 1997..
 NS0082
 NS0082.The orthometric height was determined by differential leveling
 NS0082.and adjusted by the National Geodetic Survey in June 1991..
 NS0082
 NS0082.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0082
 NS0082.The geoid height was determined by GEOID03.
 NS0082
 NS0082.The dynamic height is computed by dividing the NAVD 88
 NS0082.geopotential number by the normal gravity value computed on the
 NS0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0082.degrees latitude (g = 980.6199 gals.).
 NS0082
 NS0082.The modeled gravity was interpolated from observed gravity values.
 NS0082
 NS0082;                    North         East     Units Scale Factor Converg.
 NS0082;SPC WYWC     -   183,202.923   545,436.490   MT  0.99997412   -0 26 34.8
 NS0082;SPC WY W     -   283,211.340   855,641.562   MT  0.99997558   +0 27 06.3
 NS0082;UTM  12      - 4,667,408.144   631,364.601   MT  0.99981234   +1 04 01.3
 NS0082
 NS0082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0082!SPC WYWC     -   0.99968460  x   0.99997412  =   0.99965873
 NS0082!SPC WY W     -   0.99968460  x   0.99997558  =   0.99966019
 NS0082!UTM  12      -   0.99968460  x   0.99981234  =   0.99949700
 NS0082
 NS0082|---------------------------------------------------------------------|
 NS0082| PID    Reference Object                     Distance      Geod. Az  |
 NS0082|                                                           dddmmss.s |
 NS0082| CP4524 T 19 RM 1                            70.924 METERS 00056     |
 NS0082| CP4525 T 19 RM 2                            36.082 METERS 13150     |
 NS0082| NS0295 FARSON ET                           APPROX. 4.8 KM 1955659.2 |
 NS0082| CP4526 T 19 RM 3 AZIMUTH                                  20155     |
 NS0082|---------------------------------------------------------------------|
 NS0082
 NS0082                          SUPERSEDED SURVEY CONTROL
 NS0082
 NS0082  NAD 83(1986)-  42 08 52.01271(N)    109 24 36.51620(W) AD(       ) 1
 NS0082  NAD 27      -  42 08 52.17900(N)    109 24 34.05500(W) AD(       ) 1
 NS0082  NGVD 29 (??/??/92) 2024.472  (m)         6641.96   (f) ADJ UNCH    1 2
 NS0082
 NS0082.Superseded values are not recommended for survey control.
 NS0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0082.See file dsdata.txt to determine how the superseded data were derived.
 NS0082
 NS0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM3136567408(NAD 83)
 NS0082_MARKER: DB = BENCH MARK DISK
 NS0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0082_STAMPING: 6641.650 T 19 1933
 NS0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 NS0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0082+STABILITY: SURFACE MOTION
 NS0082
 NS0082  HISTORY     - Date     Condition        Report By
 NS0082  HISTORY     - 1933     MONUMENTED       CGS
 NS0082  HISTORY     - 1933     GOOD             CGS
 NS0082  HISTORY     - 1962     GOOD             USGS
 NS0082  HISTORY     - 1968     GOOD             NGS
 NS0082  HISTORY     - 19830525 SEE DESCRIPTION  NGS
 NS0082
 NS0082                          STATION DESCRIPTION
 NS0082
 NS0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NS0082'ABOUT 3 MILES NORTHEAST OF FARSON, IN SW 1/4 SEC. 1, T. 25 N.,
 NS0082'R. 106 W., NEAR SOUTHWEST CORNER OF SCHOOL LOT, 84.8 FEET
 NS0082'SOUTHWEST OF SOUTHWEST CORNER OF SCHOOLHOUSE, 3 FEET EAST
 NS0082'OF WEST FENCE, AND 55 FEET NORTH OF CENTER LINE OF SOUTH PASS
 NS0082'CITY ROAD.  TO REACH FROM FARSON, GO NORTH 1.7 MILES ON U.S.
 NS0082'HIGHWAY 187, TO SOUTH PASS ROAD, TURN EAST ON THIS ROAD AND
 NS0082'GO 1.5 MILES, THEN NORTH 1.0 MILE, THEN EAST AGAIN 0.15 MILE
 NS0082'TO SCHOOLHOUSE ON NORTH SIDE OF ROAD.  MARK IS STANDARD BENCH
 NS0082'MARK DISK OF U.S. COAST AND GEODETIC SURVEY, IN BLOCK OF
 NS0082'CONCRETE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 NS0082'CONCRETE.  NO. 1 IS IN NORTHWEST CORNER OF
 NS0082'SCHOOLYARD, JUST EAST OF WEST FENCE, SOUTH OF NORTH FENCE, AND
 NS0082'232.69 FEET FROM STATION N 00 DEG 56 MIN E.  NO.
 NS0082'2 IS 24 FEET SOUTH OF CENTER LINE OF SOUTH PASS ROAD,
 NS0082'DIRECTLY SOUTH OF ENTRANCE TO SCHOOL, AND 118.38 FEET FROM
 NS0082'STATION S 48 DEG 10 MIN E.  NO. 3 IS ON WEST SIDE OF
 NS0082'SOUTH PASS ROAD, ABOUT 150 YARDS SOUTH OF BRIDGE OVER
 NS0082'IRRIGATION DITCH, AND ABOUT 1/2 MILE FROM STATION
 NS0082'S 21 DEG 55 MIN W.  ELEVATION--2,024.38 METERS
 NS0082'(6,641.7 FEET).
 NS0082
 NS0082                          STATION RECOVERY (1933)
 NS0082
 NS0082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 NS0082'4.3 MI NE FROM FARSON.
 NS0082'4.3 MILES NORTHEAST ALONG THE ROAD TO SOUTH PASS CITY FROM FARSON,
 NS0082'SWEETWATER COUNTY, 51 FEET SOUTHWEST OF A SCHOOLHOUSE, 52 FEET
 NS0082'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 30 FEET NORTH OF A FENCE
 NS0082'CORNER.  A STANDARD DISK, STAMPED 6641.650 T 19 1933 AND SET IN THE
 NS0082'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NS0082
 NS0082                          STATION RECOVERY (1962)
 NS0082
 NS0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 NS0082'RECOVERED.
 NS0082'
 NS0082'STATION MARK--STANDARD USC AND GS BENCH MARK DISK, SET IN A CONCRETE
 NS0082'POST FLUSH WITH GROUND, STAMPED ---T 19 1933---.
 NS0082
 NS0082                          STATION RECOVERY (1968)
 NS0082
 NS0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NS0082'RECOVERED IN GOOD CONDITION.
 NS0082
 NS0082                          STATION RECOVERY (1983)
 NS0082
 NS0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NS0082'THE STATION MARK WAS RECOVERED IN GOOD CONDITION WITH THE MONUMENT
 NS0082'CHIPPED UP.  REFERENCE MARK 1 WAS FOUND OUT OF THE GROUND AND WAS
 NS0082'DESTROYED AND THE DISK WAS RECOVERED.  REFERENCE MARK 2 WAS LOOKED FOR
 NS0082'WITH A METAL DETECTOR AND NOT FOUND.  THE AZIMUTH MARK WAS NOT FOUND
 NS0082'AND HAS NOT BEEN FOUND FOR SOME TIME.  THE WYOMING HIGHWAY DEPARTMENT
 NS0082'RAN A THIRD ORDER TRAVERSE TO IT AND FOUND THEIR POSITION TO BE ABOUT
 NS0082'7.6 M (24.9 FT) SOUTH OF WHERE ITS POSITION SHOULD BE. ON CHECKING
 NS0082'THIS STATION THE LINE OF SIGHT WAS BLOCKED TO SEVERAL NEARBY STATIONS.
 NS0082'TALKING TO LOCAL PEOPLE, THE ROAD HAS NOT BEEN MOVED AND THE MARK NOW
 NS0082'7.6 M (24.9 FT) NORTH OF THE CENTER OF THE ROAD WHICH IS ABOUT 9.1 M
 NS0082'(29.9 FT) SOUTH OF THE 1933 DESCRIPTION. THE SCHOOL HOUSE IS GONE AND
 NS0082'ONLY A FIELD REMAINS AND THE NORTH-SOUTH FENCE IS GONE.  THERE IS A
 NS0082'GOOD POSSIBILITY THE MARK WAS MOVED AS THIS HAS HAPPENED TO A FEW
 NS0082'OTHER BENCH MARKS IN THE AREA.  DO NOT USE THIS MARK UNTIL THE PROBLEM
 NS0082'IS RESOLVED.
 NS0082' 
 NS0082'SEE T 19 NEW FOR CURRENT POSITION OF THIS POINT, DETERMINED BY GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AJ1671 ***********************************************************************
 AJ1671  DESIGNATION -  T 19 NEW
 AJ1671  PID         -  AJ1671
 AJ1671  STATE/COUNTY-  WY/SWEETWATER
 AJ1671  USGS QUAD   -  EDEN RESERVOIR WEST (1980)
 AJ1671
 AJ1671                         *CURRENT SURVEY CONTROL
 AJ1671  ___________________________________________________________________
 AJ1671* NAD 83(1993)-  42 08 51.73095(N)    109 24 36.54403(W)     ADJUSTED  
 AJ1671* NAVD 88     -      2025.6    (meters)    6646.     (feet)  GPS OBS   
 AJ1671  ___________________________________________________________________
 AJ1671  X           -  -1,574,403.960 (meters)                     COMP
 AJ1671  Y           -  -4,468,235.447 (meters)                     COMP
 AJ1671  Z           -   4,259,131.540 (meters)                     COMP
 AJ1671  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AJ1671  ELLIP HEIGHT-        2011.46  (meters)          (02/28/01) GPS OBS
 AJ1671  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 AJ1671
 AJ1671  HORZ ORDER  -  A
 AJ1671  ELLP ORDER  -  SECOND    CLASS I
 AJ1671
 AJ1671.The horizontal coordinates were established by GPS observations
 AJ1671.and adjusted by the National Geodetic Survey in February 2001..
 AJ1671
 AJ1671.The orthometric height was determined by GPS observations and a
 AJ1671.high-resolution geoid model.
 AJ1671
 AJ1671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1671
 AJ1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1671
 AJ1671.The ellipsoidal height was determined by GPS observations
 AJ1671.and is referenced to NAD 83.
 AJ1671
 AJ1671.The geoid height was determined by GEOID03.
 AJ1671
 AJ1671;                    North         East     Units Scale Factor Converg.
 AJ1671;SPC WYWC     -   183,193.705   545,435.930   MT  0.99997412   -0 26 34.8
 AJ1671;UTM  12      - 4,667,398.916   631,364.284   MT  0.99981233   +1 04 01.2
 AJ1671
 AJ1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1671!SPC WYWC     -   0.99968462  x   0.99997412  =   0.99965875
 AJ1671!UTM  12      -   0.99968462  x   0.99981233  =   0.99949701
 AJ1671
 AJ1671                          SUPERSEDED SURVEY CONTROL
 AJ1671
 AJ1671.No superseded survey control is available for this station.
 AJ1671
 AJ1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM3136467399(NAD 83)
 AJ1671_MARKER: DB = BENCH MARK DISK
 AJ1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1671_STAMPING: 6641.650 T19 1933
 AJ1671_MARK LOGO: CGS   
 AJ1671_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1671+STABILITY: SURFACE MOTION
 AJ1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1671+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AJ1671
 AJ1671  HISTORY     - Date     Condition        Report By
 AJ1671  HISTORY     - UNK      MONUMENTED
 AJ1671  HISTORY     - 1997     GOOD             WYDT
 AJ1671
 AJ1671                          STATION DESCRIPTION
 AJ1671
 AJ1671'DESCRIBED UNK
 AJ1671'THE STATION IS WAS FOUND TO BE NINE METERS DIFFERENT IN POSITION FROM
 AJ1671'THE 1933 POINT.  THE 1997 DESCRIPTION MAKES NO MENTION OF THE SCHOOL
 AJ1671'HOUSE, SO NOT SURE IF THIS IS THE SAME AS THE 1933 POINT.
 AJ1671
 AJ1671                          STATION RECOVERY (1997)
 AJ1671
 AJ1671'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1997
 AJ1671'THE STATION IS LOCATED IN THE NORTH FARSON, SWEETWATER COUNTY, WYOMING
 AJ1671'AREA APPROXIMATELY 3.4 MILES (5.5 KM) NORTHEAST OF THE INTERSECTION OF
 AJ1671'US HIGHWAY 191 NORTH AND WYOMING HIGHWAY 28.  THE MONUMENT LIES IN THE
 AJ1671'SW1/4 SECTION 12, T.  25 N., R.  106 W., 6TH P.M. OWNERSHIP--PRIVATE
 AJ1671'PROPERTY.  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY
 AJ1671'191 NORTH AND WYOMING HIGHWAY 28 IN FARSON, WYOMING, TRAVEL NORTHEAST
 AJ1671'ALONG WYOMING HIGHWAY 28 2.3 MILES (3.7 KM) TO SWEETWATER COUNTY ROAD
 AJ1671'106 (FARSON 2ND EAST RD) ON THE LEFT (NORTH) , TURN LEFT AND TRAVEL
 AJ1671'NORTH ALONG FARSON 2ND ROAD EAST 1.46 MILES (2.35 KM) TO THE
 AJ1671'INTERSECTION WITH FARSON 3RD NORTH ROAD ON RIGHT (EAST) , TURN RIGHT
 AJ1671'AND TRAVEL EAST ALONG FARSON 3RD NORTH ROAD 0.14 MILES (0.23 KM) TO
 AJ1671'THE STATION ON THE NORTH SIDE OF THE ROAD.  THE STATION LIES 22 FEET
 AJ1671'(6.7 M) NORTH OF THE FARSON 3RD NORTH ROAD CENTERLINE.  THE STATION IS
 AJ1671'A STANDARD DISK SET IN THE TOP OF A 12 INCH BY 12 INCH CONCRETE POST
 AJ1671'FLUSH TO THE GROUND.  THE STATION IS STAMPED 6641.650 T19 1933.  THE
 AJ1671'STATION LIES 1.5 FEET (0.5 M) NORTH OF A EAST - WEST BARBED WIRE
 AJ1671'FENCE.  A 5 FOOT (1.5 M) HIGH GREEN STEEL WITNESS POST LIES 3.3 FEET
 AJ1671'(1.0 M) SOUTH OF THE STATION. DESCRIBED BY K.  FELDERMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0043 ***********************************************************************
 NS0043  DESIGNATION -  T 20
 NS0043  PID         -  NS0043
 NS0043  STATE/COUNTY-  WY/FREMONT
 NS0043  USGS QUAD   -  MINERS DELIGHT (1991)
 NS0043
 NS0043                         *CURRENT SURVEY CONTROL
 NS0043  ___________________________________________________________________
 NS0043* NAD 83(1986)-  42 35 03.     (N)    108 39 10.     (W)     SCALED    
 NS0043* NAVD 88     -      2200.705  (meters)    7220.15   (feet)  ADJUSTED  
 NS0043  ___________________________________________________________________
 NS0043  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 NS0043  DYNAMIC HT  -        2199.055 (meters)    7214.73  (feet)  COMP
 NS0043  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 NS0043
 NS0043  VERT ORDER  -  FIRST     CLASS II
 NS0043
 NS0043.The horizontal coordinates were scaled from a topographic map and have
 NS0043.an estimated accuracy of +/- 6 seconds.
 NS0043
 NS0043.The orthometric height was determined by differential leveling
 NS0043.and adjusted by the National Geodetic Survey in June 1991..
 NS0043
 NS0043.The geoid height was determined by GEOID03.
 NS0043
 NS0043.The dynamic height is computed by dividing the NAVD 88
 NS0043.geopotential number by the normal gravity value computed on the
 NS0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0043.degrees latitude (g = 980.6199 gals.).
 NS0043
 NS0043.The modeled gravity was interpolated from observed gravity values.
 NS0043
 NS0043;                    North         East    Units  Estimated Accuracy
 NS0043;SPC WYWC     -   231,470.      607,980.      MT  (+/- 180 meters Scaled)
 NS0043
 NS0043                          SUPERSEDED SURVEY CONTROL
 NS0043
 NS0043  NGVD 29 (??/??/92) 2199.586  (m)         7216.48   (f) ADJ UNCH    1 2
 NS0043
 NS0043.Superseded values are not recommended for survey control.
 NS0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0043.See file dsdata.txt to determine how the superseded data were derived.
 NS0043
 NS0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN926173(NAD 83)
 NS0043_MARKER: DB = BENCH MARK DISK
 NS0043_SETTING: 66 = SET IN ROCK OUTCROP
 NS0043_SP_SET: BEDROCK
 NS0043_STAMPING: 7216.048 T 20 1933
 NS0043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0043+STABILITY: POSITION/ELEVATION WELL
 NS0043
 NS0043  HISTORY     - Date     Condition        Report By
 NS0043  HISTORY     - 1933     MONUMENTED       CGS
 NS0043
 NS0043                          STATION DESCRIPTION
 NS0043
 NS0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0043'8.8 MI NE FROM ATLANTIC CITY.
 NS0043'8.8 MILES NORTHEAST ALONG A ROAD FROM ATLANTIC CITY, FREMONT COUNTY,
 NS0043'72 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, IN BEDROCK, AND
 NS0043'MARKED BY A PYRAMID OF LOOSE STONES.  A STANDARD DISK, STAMPED
 NS0043'7216.048 T 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0054 ***********************************************************************
 OW0054  DESIGNATION -  T 21
 OW0054  PID         -  OW0054
 OW0054  STATE/COUNTY-  WY/FREMONT
 OW0054  USGS QUAD   -  RIVERTON EAST (1978)
 OW0054
 OW0054                         *CURRENT SURVEY CONTROL
 OW0054  ___________________________________________________________________
 OW0054* NAD 83(1986)-  43 04 11.     (N)    108 20 41.     (W)     SCALED    
 OW0054* NAVD 88     -      1485.915  (meters)    4875.04   (feet)  ADJUSTED  
 OW0054  ___________________________________________________________________
 OW0054  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 OW0054  DYNAMIC HT  -        1484.941 (meters)    4871.84  (feet)  COMP
 OW0054  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 OW0054
 OW0054  VERT ORDER  -  FIRST     CLASS II
 OW0054
 OW0054.The horizontal coordinates were scaled from a topographic map and have
 OW0054.an estimated accuracy of +/- 6 seconds.
 OW0054
 OW0054.The orthometric height was determined by differential leveling
 OW0054.and adjusted by the National Geodetic Survey in June 1991..
 OW0054
 OW0054.The geoid height was determined by GEOID03.
 OW0054
 OW0054.The dynamic height is computed by dividing the NAVD 88
 OW0054.geopotential number by the normal gravity value computed on the
 OW0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0054.degrees latitude (g = 980.6199 gals.).
 OW0054
 OW0054.The modeled gravity was interpolated from observed gravity values.
 OW0054
 OW0054;                    North         East    Units  Estimated Accuracy
 OW0054;SPC WYWC     -   285,480.      633,010.      MT  (+/- 180 meters Scaled)
 OW0054
 OW0054                          SUPERSEDED SURVEY CONTROL
 OW0054
 OW0054  NGVD 29 (??/??/92) 1484.930  (m)         4871.81   (f) ADJ UNCH    1 2
 OW0054
 OW0054.Superseded values are not recommended for survey control.
 OW0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0054.See file dsdata.txt to determine how the superseded data were derived.
 OW0054
 OW0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN161719(NAD 83)
 OW0054_MARKER: DB = BENCH MARK DISK
 OW0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0054_SP_SET: PLATFORM
 OW0054_STAMPING: 4871.280 T 21 1933
 OW0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0054
 OW0054  HISTORY     - Date     Condition        Report By
 OW0054  HISTORY     - 1933     MONUMENTED       CGS
 OW0054  HISTORY     - 1950     MARK NOT FOUND   NGS
 OW0054
 OW0054                          STATION DESCRIPTION
 OW0054
 OW0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0054'3.9 MI NE FROM RIVERTON.
 OW0054'3.9 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OW0054'RIVERTON, FREMONT COUNTY, AT DELFELDERS SIDING, 23 FEET SOUTHEAST OF
 OW0054'THE CENTER LINE OF THE TRACK, AT A BEET-LOADING PLATFORM, AND IN THE
 OW0054'FACE OF THE NORTHWEST CORNER.  A STANDARD DISK, STAMPED 4871.280 T 21
 OW0054'1933 AND SET VERTICALLY.  NOTE-- REPORTED AT THAT TIME THAT ONLY
 OW0054'STOCKYARDS EXIST AT DEFELDERS SIDING.  THE BEET-LOADING PLATFORM HAS
 OW0054'BEEN DESTROYED.  SOME CONCRETE STRUCTURES ARE STILL IN PLACE BUT THE
 OW0054'MARK COULD NOT BE FOUND ON ANY OF THEM.
 OW0054
 OW0054                          STATION RECOVERY (1950)
 OW0054
 OW0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 OW0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0001 ***********************************************************************
 OW0001  DESIGNATION -  T 22
 OW0001  PID         -  OW0001
 OW0001  STATE/COUNTY-  WY/HOT SPRINGS
 OW0001  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0001
 OW0001                         *CURRENT SURVEY CONTROL
 OW0001  ___________________________________________________________________
 OW0001* NAD 83(1986)-  43 34 33.     (N)    108 12 42.     (W)     SCALED    
 OW0001* NAVD 88     -      1341.153  (meters)    4400.10   (feet)  ADJUSTED  
 OW0001  ___________________________________________________________________
 OW0001  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 OW0001  DYNAMIC HT  -        1340.443 (meters)    4397.77  (feet)  COMP
 OW0001  MODELED GRAV-     980,043.5   (mgal)                       NAVD 88
 OW0001
 OW0001  VERT ORDER  -  FIRST     CLASS II
 OW0001
 OW0001.The horizontal coordinates were scaled from a topographic map and have
 OW0001.an estimated accuracy of +/- 6 seconds.
 OW0001
 OW0001.The orthometric height was determined by differential leveling
 OW0001.and adjusted by the National Geodetic Survey in June 1991..
 OW0001
 OW0001.The geoid height was determined by GEOID03.
 OW0001
 OW0001.The dynamic height is computed by dividing the NAVD 88
 OW0001.geopotential number by the normal gravity value computed on the
 OW0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0001.degrees latitude (g = 980.6199 gals.).
 OW0001
 OW0001.The modeled gravity was interpolated from observed gravity values.
 OW0001
 OW0001;                    North         East    Units  Estimated Accuracy
 OW0001;SPC WYWC     -   341,770.      643,480.      MT  (+/- 180 meters Scaled)
 OW0001
 OW0001                          SUPERSEDED SURVEY CONTROL
 OW0001
 OW0001  NGVD 29 (??/??/92) 1340.330  (m)         4397.40   (f) ADJ UNCH    1 2
 OW0001
 OW0001.Superseded values are not recommended for survey control.
 OW0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0001.See file dsdata.txt to determine how the superseded data were derived.
 OW0001
 OW0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP251285(NAD 83)
 OW0001_MARKER: DB = BENCH MARK DISK
 OW0001_SETTING: 66 = SET IN ROCK OUTCROP
 OW0001_SP_SET: ROCK OUTCROP
 OW0001_STAMPING: 4396.819 T 22 1933
 OW0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0001+STABILITY: POSITION/ELEVATION WELL
 OW0001
 OW0001  HISTORY     - Date     Condition        Report By
 OW0001  HISTORY     - 1933     MONUMENTED       CGS
 OW0001  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0001
 OW0001                          STATION DESCRIPTION
 OW0001
 OW0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0001'6.4 MI S FROM THERMOPOLIS.
 OW0001'6.4 MILES SOUTH ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE AT
 OW0001'THERMOPOLIS, HOT SPRINGS COUNTY, 0.4 MILE SOUTH OF A SMALL RESERVOIR,
 OW0001'28 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE FACE OF A
 OW0001'LIMESTONE ROCK MARKED BY THE PAINTED LETTERS USBM 6 FEET EAST OF A
 OW0001'CEDAR STUMP, ALONGSIDE A PILE OF STAONES, AND 4 FEET ABOVE THE
 OW0001'HIGHWAY.  A STANDARD DISK, STAMPED 4396.819 T 22 1933 AND SET
 OW0001'VERTICALLY.
 OW0001
 OW0001                          STATION RECOVERY (1982)
 OW0001
 OW0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0001'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0190 ***********************************************************************
 OV0190  DESIGNATION -  T 23
 OV0190  PID         -  OV0190
 OV0190  STATE/COUNTY-  WY/WASHAKIE
 OV0190  USGS QUAD   -  BANJO FLATS WEST (1978)
 OV0190
 OV0190                         *CURRENT SURVEY CONTROL
 OV0190  ___________________________________________________________________
 OV0190* NAD 83(1986)-  43 58 32.     (N)    107 59 40.     (W)     SCALED    
 OV0190* NAVD 88     -      1245.976  (meters)    4087.84   (feet)  ADJUSTED  
 OV0190  ___________________________________________________________________
 OV0190  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OV0190  DYNAMIC HT  -        1245.391 (meters)    4085.92  (feet)  COMP
 OV0190  MODELED GRAV-     980,106.4   (mgal)                       NAVD 88
 OV0190
 OV0190  VERT ORDER  -  FIRST     CLASS II
 OV0190
 OV0190.The horizontal coordinates were scaled from a topographic map and have
 OV0190.an estimated accuracy of +/- 6 seconds.
 OV0190
 OV0190.The orthometric height was determined by differential leveling
 OV0190.and adjusted by the National Geodetic Survey in June 1991..
 OV0190
 OV0190.The geoid height was determined by GEOID03.
 OV0190
 OV0190.The dynamic height is computed by dividing the NAVD 88
 OV0190.geopotential number by the normal gravity value computed on the
 OV0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0190.degrees latitude (g = 980.6199 gals.).
 OV0190
 OV0190.The modeled gravity was interpolated from observed gravity values.
 OV0190
 OV0190;                    North         East    Units  Estimated Accuracy
 OV0190;SPC WYEC     -   486,250.      346,960.      MT  (+/- 180 meters Scaled)
 OV0190
 OV0190                          SUPERSEDED SURVEY CONTROL
 OV0190
 OV0190  NGVD 29 (??/??/92) 1245.193  (m)         4085.27   (f) ADJ UNCH    1 2
 OV0190
 OV0190.Superseded values are not recommended for survey control.
 OV0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0190.See file dsdata.txt to determine how the superseded data were derived.
 OV0190
 OV0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ598735(NAD 83)
 OV0190_MARKER: DB = BENCH MARK DISK
 OV0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0190_SP_SET: ABUTMENT
 OV0190_STAMPING: 4084.693 T 23 1933
 OV0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0190
 OV0190  HISTORY     - Date     Condition        Report By
 OV0190  HISTORY     - 1933     MONUMENTED       CGS
 OV0190  HISTORY     - 1967     GOOD             NGS
 OV0190
 OV0190                          STATION DESCRIPTION
 OV0190
 OV0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OV0190'3.4 MI SW FROM WORLAND.
 OV0190'SOUTH APPROXIMATELY 4.0 MILES ON STATE SECONDARY HIGHWAY NO. 2201 TO
 OV0190'WHERE THE ROAD CROSSES NO WATER CREEK.  THE BENCH MARK IS LOCATED IN
 OV0190'TOP OF THE WEST SIDE OF THE SOUTH ABUTMENT OF RAILROAD BRIDGE NO.
 OV0190'365.18, APPROXIMATELY 1,000 FT. DOWNSTREAM FROM THE HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0009 ***********************************************************************
 PX0009  DESIGNATION -  T 24
 PX0009  PID         -  PX0009
 PX0009  STATE/COUNTY-  WY/BIG HORN
 PX0009  USGS QUAD   -  SHEEP CANYON (1966)
 PX0009
 PX0009                         *CURRENT SURVEY CONTROL
 PX0009  ___________________________________________________________________
 PX0009* NAD 83(1986)-  44 31 51.     (N)    108 09 22.     (W)     SCALED    
 PX0009* NAVD 88     -      1246.463  (meters)    4089.44   (feet)  ADJUSTED  
 PX0009  ___________________________________________________________________
 PX0009  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0009  DYNAMIC HT  -        1245.937 (meters)    4087.71  (feet)  COMP
 PX0009  MODELED GRAV-     980,153.1   (mgal)                       NAVD 88
 PX0009
 PX0009  VERT ORDER  -  FIRST     CLASS II
 PX0009
 PX0009.The horizontal coordinates were scaled from a topographic map and have
 PX0009.an estimated accuracy of +/- 6 seconds.
 PX0009
 PX0009.The orthometric height was determined by differential leveling
 PX0009.and adjusted by the National Geodetic Survey in June 1991..
 PX0009
 PX0009.The geoid height was determined by GEOID03.
 PX0009
 PX0009.The dynamic height is computed by dividing the NAVD 88
 PX0009.geopotential number by the normal gravity value computed on the
 PX0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0009.degrees latitude (g = 980.6199 gals.).
 PX0009
 PX0009.The modeled gravity was interpolated from observed gravity values.
 PX0009
 PX0009;                    North         East    Units  Estimated Accuracy
 PX0009;SPC WYEC     -   548,060.      334,600.      MT  (+/- 180 meters Scaled)
 PX0009
 PX0009                          SUPERSEDED SURVEY CONTROL
 PX0009
 PX0009  NGVD 29 (06/08/92) 1245.637  (m)         4086.73   (f) ADJUSTED    1 2
 PX0009
 PX0009.Superseded values are not recommended for survey control.
 PX0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0009.See file dsdata.txt to determine how the superseded data were derived.
 PX0009
 PX0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ259347(NAD 83)
 PX0009_MARKER: DB = BENCH MARK DISK
 PX0009_SETTING: 66 = SET IN ROCK OUTCROP
 PX0009_SP_SET: ROCK OUTCROP
 PX0009_STAMPING: 4086.235 T 24 1933
 PX0009_MARK LOGO: CGS   
 PX0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0009+STABILITY: POSITION/ELEVATION WELL
 PX0009
 PX0009  HISTORY     - Date     Condition        Report By
 PX0009  HISTORY     - 1933     MONUMENTED       CGS
 PX0009  HISTORY     - 1966     GOOD             USGS
 PX0009  HISTORY     - 1982     GOOD             NGS
 PX0009
 PX0009                          STATION DESCRIPTION
 PX0009
 PX0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0009'6.6 MI NW FROM GREYBULL.
 PX0009'6.6 MILES NORTHWEST OF GREYBULL, BIG HORN COUNTY, ON U.S. HIGHWAY 310,
 PX0009'2.1 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 20, 100 FEET NORTHWEST
 PX0009'OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP
 PX0009'MARKED BY A PYRAMID OF ROCKS.  A STANDARD DISK, STAMPED 4086.235 T 24
 PX0009'1933.
 PX0009
 PX0009                          STATION RECOVERY (1966)
 PX0009
 PX0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0009'RECOVERED IN GOOD CONDITION.
 PX0009
 PX0009                          STATION RECOVERY (1982)
 PX0009
 PX0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0009'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  40.8 KM
 PX0009'(25.35 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION
 PX0009'WITH NEVADA STREET IN LOVELL, IN THE CENTER OF A 3 BY 3 FT EXPOSED
 PX0009'AREA OF OUTCROPPING BEDROCK, 48.5 METERS (159.1 FT) NORTHWEST OF THE
 PX0009'CENTER OF A PAVED ROAD LEADING NORTH AND 17.7 METERS (58.1 FT)
 PX0009'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 PX0009'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 PX0009'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0124 ***********************************************************************
 PX0124  DESIGNATION -  T 25
 PX0124  PID         -  PX0124
 PX0124  STATE/COUNTY-  WY/PARK
 PX0124  USGS QUAD   -  DEAVER RESERVOIR (1966)
 PX0124
 PX0124                         *CURRENT SURVEY CONTROL
 PX0124  ___________________________________________________________________
 PX0124* NAD 83(1986)-  44 55 41.     (N)    108 38 54.     (W)     SCALED    
 PX0124* NAVD 88     -      1281.416  (meters)    4204.11   (feet)  ADJUSTED  
 PX0124  ___________________________________________________________________
 PX0124  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 PX0124  DYNAMIC HT  -        1280.907 (meters)    4202.44  (feet)  COMP
 PX0124  MODELED GRAV-     980,176.1   (mgal)                       NAVD 88
 PX0124
 PX0124  VERT ORDER  -  FIRST     CLASS II
 PX0124
 PX0124.The horizontal coordinates were scaled from a topographic map and have
 PX0124.an estimated accuracy of +/- 6 seconds.
 PX0124
 PX0124.The orthometric height was determined by differential leveling
 PX0124.and adjusted by the National Geodetic Survey in June 1991..
 PX0124
 PX0124.The geoid height was determined by GEOID03.
 PX0124
 PX0124.The dynamic height is computed by dividing the NAVD 88
 PX0124.geopotential number by the normal gravity value computed on the
 PX0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0124.degrees latitude (g = 980.6199 gals.).
 PX0124
 PX0124.The modeled gravity was interpolated from observed gravity values.
 PX0124
 PX0124;                    North         East    Units  Estimated Accuracy
 PX0124;SPC WYWC     -   491,880.      608,030.      MT  (+/- 180 meters Scaled)
 PX0124
 PX0124                          SUPERSEDED SURVEY CONTROL
 PX0124
 PX0124  NGVD 29 (06/08/92) 1280.519  (m)         4201.17   (f) ADJUSTED    1 2
 PX0124
 PX0124.Superseded values are not recommended for survey control.
 PX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0124.See file dsdata.txt to determine how the superseded data were derived.
 PX0124
 PX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ855776(NAD 83)
 PX0124_MARKER: DB = BENCH MARK DISK
 PX0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0124_SP_SET: SPILLWAY
 PX0124_STAMPING: 4200.740 T 25 1933
 PX0124_MARK LOGO: CGS   
 PX0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0124
 PX0124  HISTORY     - Date     Condition        Report By
 PX0124  HISTORY     - 1933     MONUMENTED       CGS
 PX0124  HISTORY     - 1982     GOOD             NGS
 PX0124
 PX0124                          STATION DESCRIPTION
 PX0124
 PX0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0124'3.7 MI S FROM FRANNIE.
 PX0124'ABOUT 3.7 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0124'RAILROAD FROM FRANNIE, PARK COUNTY, AT MILEAGE 3.39, ABOUT 120 FEET
 PX0124'EAST OF A BRIDGE, AT AN IRRIGATION STRUCTURE, AND IN THE TOP OF THE
 PX0124'WEST CORNER OF THE NORTH SPILLWAY HEADER.  A STANDARD DISK, STAMPED
 PX0124'4200.740 T 25 1933.
 PX0124
 PX0124                          STATION RECOVERY (1982)
 PX0124
 PX0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0124'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  25.0 KM (15.55
 PX0124'MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0124'NEVADA STREET IN LOVELL, THENCE 2.2 KM (1.35 MI) WEST ALONG A GRAVELED
 PX0124'ROAD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A GRAVELED ROAD, IN TOP OF
 PX0124'THE WEST END OF THE NORTH CONCRETE HEADWALL OF AN IRRIGATION DITCH
 PX0124'SPILLWAY AND 8.1 METERS (26.6 FT) EAST OF THE CENTER OF THE ROAD.
 PX0124'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0141 ***********************************************************************
 OV0141  DESIGNATION -  T 26
 OV0141  PID         -  OV0141
 OV0141  STATE/COUNTY-  WY/FREMONT
 OV0141  USGS QUAD   -  MADDEN (1952)
 OV0141
 OV0141                         *CURRENT SURVEY CONTROL
 OV0141  ___________________________________________________________________
 OV0141* NAD 83(1986)-  43 12 18.     (N)    107 31 13.     (W)     SCALED    
 OV0141* NAVD 88     -      1702.507  (meters)    5585.64   (feet)  POSTED    
 OV0141  ___________________________________________________________________
 OV0141  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 OV0141  DYNAMIC HT  -        1701.360 (meters)    5581.88  (feet)  COMP
 OV0141  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 OV0141
 OV0141  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0141
 OV0141.The horizontal coordinates were scaled from a topographic map and have
 OV0141.an estimated accuracy of +/- 6 seconds.
 OV0141
 OV0141.The orthometric height was determined by differential leveling
 OV0141.and adjusted by the National Geodetic Survey in 1992..
 OV0141.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0141.rate of 1.1 thru 2.0 mm/km.
 OV0141
 OV0141.The geoid height was determined by GEOID03.
 OV0141
 OV0141.The dynamic height is computed by dividing the NAVD 88
 OV0141.geopotential number by the normal gravity value computed on the
 OV0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0141.degrees latitude (g = 980.6199 gals.).
 OV0141
 OV0141.The modeled gravity was interpolated from observed gravity values.
 OV0141
 OV0141;                    North         East    Units  Estimated Accuracy
 OV0141;SPC WYWC     -   301,160.      699,930.      MT  (+/- 180 meters Scaled)
 OV0141
 OV0141                          SUPERSEDED SURVEY CONTROL
 OV0141
 OV0141  NGVD 29 (??/??/92) 1701.413  (m)         5582.05   (f) ADJ UNCH    1 2
 OV0141
 OV0141.Superseded values are not recommended for survey control.
 OV0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0141.See file dsdata.txt to determine how the superseded data were derived.
 OV0141
 OV0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH952866(NAD 83)
 OV0141_MARKER: DB = BENCH MARK DISK
 OV0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0141_STAMPING: T 26 1934
 OV0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0141+STABILITY: SURFACE MOTION
 OV0141
 OV0141  HISTORY     - Date     Condition        Report By
 OV0141  HISTORY     - 1934     MONUMENTED       CGS
 OV0141
 OV0141                          STATION DESCRIPTION
 OV0141
 OV0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0141'IN MADDEN.
 OV0141'AT MADDEN, FREMONT COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 OV0141'RAILROAD, DIRECTLY OPPOSITE MILEPOST 274, ABOUT 90.0 FEET SOUTH OF THE
 OV0141'SOUTH RAIL OF THE MAIN TRACK, 14.0 FEET WEST OF A POLE, AND 6.0 FEET
 OV0141'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 26 1934
 OV0141'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0192 ***********************************************************************
 NR0192  DESIGNATION -  T 27
 NR0192  PID         -  NR0192
 NR0192  STATE/COUNTY-  WY/CARBON
 NR0192  USGS QUAD   -  SPLIT ROCK (1984)
 NR0192
 NR0192                         *CURRENT SURVEY CONTROL
 NR0192  ___________________________________________________________________
 NR0192* NAD 83(1986)-  42 27 08.     (N)    107 33 37.     (W)     SCALED    
 NR0192* NAVD 88     -      1907.284  (meters)    6257.48   (feet)  ADJUSTED  
 NR0192  ___________________________________________________________________
 NR0192  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 NR0192  DYNAMIC HT  -        1905.898 (meters)    6252.93  (feet)  COMP
 NR0192  MODELED GRAV-     979,826.0   (mgal)                       NAVD 88
 NR0192
 NR0192  VERT ORDER  -  SECOND    CLASS 0
 NR0192
 NR0192.The horizontal coordinates were scaled from a topographic map and have
 NR0192.an estimated accuracy of +/- 6 seconds.
 NR0192
 NR0192.The orthometric height was determined by differential leveling
 NR0192.and adjusted by the National Geodetic Survey in June 1991..
 NR0192
 NR0192.The geoid height was determined by GEOID03.
 NR0192
 NR0192.The dynamic height is computed by dividing the NAVD 88
 NR0192.geopotential number by the normal gravity value computed on the
 NR0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0192.degrees latitude (g = 980.6199 gals.).
 NR0192
 NR0192.The modeled gravity was interpolated from observed gravity values.
 NR0192
 NR0192;                    North         East    Units  Estimated Accuracy
 NR0192;SPC WYEC     -   316,830.      381,330.      MT  (+/- 180 meters Scaled)
 NR0192
 NR0192                          SUPERSEDED SURVEY CONTROL
 NR0192
 NR0192  NGVD 29 (??/??/92) 1906.257  (m)         6254.11   (f) ADJ UNCH    2 0
 NR0192
 NR0192.Superseded values are not recommended for survey control.
 NR0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0192.See file dsdata.txt to determine how the superseded data were derived.
 NR0192
 NR0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH894031(NAD 83)
 NR0192_MARKER: DB = BENCH MARK DISK
 NR0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0192_STAMPING: T 27 1934
 NR0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0192+STABILITY: SURFACE MOTION
 NR0192
 NR0192  HISTORY     - Date     Condition        Report By
 NR0192  HISTORY     - 1934     MONUMENTED       CGS
 NR0192
 NR0192                          STATION DESCRIPTION
 NR0192
 NR0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0192'9.2 MI W FROM THREE FORKS.
 NR0192'IN FREMONT COUNTY, ABOUT 9.2 MILES WEST ALONG U.S. HIGHWAY 287 FROM
 NR0192'THREE FORKS, CARBON COUNTY, ABOUT 1.5 MILES SOUTHEAST OF SPLIT ROCK,
 NR0192'FREMONT COUNTY, AT THE SUMMIT OF A HILL, AND 44.0 FEET SOUTHWEST OF
 NR0192'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 27 1934
 NR0192'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0016 ***********************************************************************
 NS0016  DESIGNATION -  T 28
 NS0016  PID         -  NS0016
 NS0016  STATE/COUNTY-  WY/FREMONT
 NS0016  USGS QUAD   -  RED CANYON (1978)
 NS0016
 NS0016                         *CURRENT SURVEY CONTROL
 NS0016  ___________________________________________________________________
 NS0016* NAD 83(1993)-  42 34 08.15706(N)    108 16 29.31452(W)     ADJUSTED  
 NS0016* NAVD 88     -      2041.929  (meters)    6699.23   (feet)  ADJUSTED  
 NS0016  ___________________________________________________________________
 NS0016  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 NS0016  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 NS0016  DYNAMIC HT  -        2040.435 (meters)    6694.33  (feet)  COMP
 NS0016  MODELED GRAV-     979,816.0   (mgal)                       NAVD 88
 NS0016
 NS0016  HORZ ORDER  -  THIRD
 NS0016  VERT ORDER  -  SECOND    CLASS 0
 NS0016
 NS0016.The horizontal coordinates were established by classical geodetic methods
 NS0016.and adjusted by the National Geodetic Survey in January 1997..
 NS0016
 NS0016.The orthometric height was determined by differential leveling
 NS0016.and adjusted by the National Geodetic Survey in June 1991..
 NS0016
 NS0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0016
 NS0016.The geoid height was determined by GEOID03.
 NS0016
 NS0016.The dynamic height is computed by dividing the NAVD 88
 NS0016.geopotential number by the normal gravity value computed on the
 NS0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0016.degrees latitude (g = 980.6199 gals.).
 NS0016
 NS0016.The modeled gravity was interpolated from observed gravity values.
 NS0016
 NS0016;                    North         East     Units Scale Factor Converg.
 NS0016;SPC WYWC     -   229,879.561   639,014.850   MT  0.99995622   +0 19 17.3
 NS0016;UTM  12      - 4,716,547.233   723,679.526   MT  1.00021561   +1 50 39.4
 NS0016
 NS0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0016!SPC WYWC     -   0.99968184  x   0.99995622  =   0.99963807
 NS0016!UTM  12      -   0.99968184  x   1.00021561  =   0.99989738
 NS0016
 NS0016:                Primary Azimuth Mark                     Grid Az
 NS0016:SPC WYWC     -  PASS                                     347 59 16.8
 NS0016:UTM  12      -  PASS                                     346 27 54.7
 NS0016
 NS0016|---------------------------------------------------------------------|
 NS0016| PID    Reference Object                     Distance      Geod. Az  |
 NS0016|                                                           dddmmss.s |
 NS0016| NS0170 PASS                                APPROX. 3.7 KM 3481834.1 |
 NS0016|---------------------------------------------------------------------|
 NS0016
 NS0016                          SUPERSEDED SURVEY CONTROL
 NS0016
 NS0016  NAD 83(1986)-  42 34 08.14235(N)    108 16 29.31569(W) AD(       ) 3
 NS0016  NAD 27      -  42 34 08.29296(N)    108 16 26.95788(W) AD(       ) 3
 NS0016  NGVD 29 (??/??/92) 2040.844  (m)         6695.67   (f) ADJ UNCH    2 0
 NS0016
 NS0016.Superseded values are not recommended for survey control.
 NS0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0016.See file dsdata.txt to determine how the superseded data were derived.
 NS0016
 NS0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2368016547(NAD 83)
 NS0016_MARKER: DB = BENCH MARK DISK
 NS0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0016_STAMPING: T 28 1934
 NS0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0016+STABILITY: SURFACE MOTION
 NS0016
 NS0016  HISTORY     - Date     Condition        Report By
 NS0016  HISTORY     - 1934     MONUMENTED       CGS
 NS0016  HISTORY     - 1951     GOOD             USGS
 NS0016
 NS0016                          STATION DESCRIPTION
 NS0016
 NS0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0016'33.0 MI SE FROM LANDER.
 NS0016'33 MILES SOUTHEAST OF LANDER, FREMONT COUNTY, ALONG HIGHWAY 287,
 NS0016'THENCE APPROXIMATELY 1.5 MILES SOUTH AND EAST ALONG THE OLD HIGHWAY,
 NS0016'IN THE SOUTHWEST 1/2, SE 1/4 OF SECTION 14, T 30 N R 96 W,
 NS0016'APPROXIMATELY 1800 FEET SOUTHEAST OF ROAD FORK, 114 FEET SOUTHWEST OF
 NS0016'A WASHED-OUT CULVERT, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD
 NS0016'AT THE TOP OF A SMALL HILL.  A STANDARD DISK, STAMPED T 28 1934 AND
 NS0016'SET IN A CONCRETE POST.
 NS0016
 NS0016                          STATION RECOVERY (1951)
 NS0016
 NS0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0016'STATION IS LOCATED ABOUT 30.0 AIRLINE MI. SW. OF THE CITY OF LANDER,
 NS0016'WYOMING, AND ABOUT 3.0 MI. NW. OF THE SWEETWATER STATION ON FLAT
 NS0016'GROUND JUST TO THE E. OF A DEEP DRAIN.
 NS0016'
 NS0016'FROM THE JUNCTION OF HIGHWAY 287 AND HIGHWAY 28 CONTINUE ALONG HIGHWAY
 NS0016'287 FOR 25.5 MI.AND TURN RIGHT ON A DIM RD.DRIVE ON RD.-RD. TURNS E.-
 NS0016'UNTIL A DEEP DRAIN IS CROSSED. STATION LIES JUST PAST THE DEEP DRAIN
 NS0016'TO THE S. OF THE HIGHWAY.
 NS0016'
 NS0016'STATION MARK - STANDARD USC AND GS BRONZE TABLET CEMENTED INTO A
 NS0016'CONCRETE MONUMENT.
 NS0016'
 NS0016'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0137 ***********************************************************************
 NR0137  DESIGNATION -  T 31
 NR0137  PID         -  NR0137
 NR0137  STATE/COUNTY-  WY/NATRONA
 NR0137  USGS QUAD   -  BENTON BASIN (1984)
 NR0137
 NR0137                         *CURRENT SURVEY CONTROL
 NR0137  ___________________________________________________________________
 NR0137* NAD 83(1986)-  42 33 30.     (N)    106 49 50.     (W)     SCALED    
 NR0137* NAVD 88     -      1930.335  (meters)    6333.11   (feet)  ADJUSTED  
 NR0137  ___________________________________________________________________
 NR0137  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 NR0137  DYNAMIC HT  -        1928.990 (meters)    6328.69  (feet)  COMP
 NR0137  MODELED GRAV-     979,854.5   (mgal)                       NAVD 88
 NR0137
 NR0137  VERT ORDER  -  FIRST     CLASS II
 NR0137
 NR0137.The horizontal coordinates were scaled from a topographic map and have
 NR0137.an estimated accuracy of +/- 6 seconds.
 NR0137
 NR0137.The orthometric height was determined by differential leveling
 NR0137.and adjusted by the National Geodetic Survey in June 1991..
 NR0137
 NR0137.The geoid height was determined by GEOID03.
 NR0137
 NR0137.The dynamic height is computed by dividing the NAVD 88
 NR0137.geopotential number by the normal gravity value computed on the
 NR0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0137.degrees latitude (g = 980.6199 gals.).
 NR0137
 NR0137.The modeled gravity was interpolated from observed gravity values.
 NR0137
 NR0137;                    North         East    Units  Estimated Accuracy
 NR0137;SPC WYEC     -   328,720.      441,290.      MT  (+/- 180 meters Scaled)
 NR0137
 NR0137                          SUPERSEDED SURVEY CONTROL
 NR0137
 NR0137  NGVD 29 (??/??/92) 1929.372  (m)         6329.95   (f) ADJ UNCH    1 2
 NR0137
 NR0137.Superseded values are not recommended for survey control.
 NR0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0137.See file dsdata.txt to determine how the superseded data were derived.
 NR0137
 NR0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH497133(NAD 83)
 NR0137_MARKER: DB = BENCH MARK DISK
 NR0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0137_STAMPING: T 31 1933
 NR0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0137+STABILITY: SURFACE MOTION
 NR0137
 NR0137  HISTORY     - Date     Condition        Report By
 NR0137  HISTORY     - 1933     MONUMENTED       CGS
 NR0137  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0137
 NR0137                          STATION DESCRIPTION
 NR0137
 NR0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0137'35.5 MI SW FROM CASPER.
 NR0137'35.5 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0137'CASPER, NATRONA COUNTY, DIRECTLY OPPOSITE THE JUNCTION OF THE ROAD
 NR0137'LEADING TO PATHFINDER DAM, 70.5 FEET NORTHWEST OF THE CENTER LINE OF
 NR0137'THE HIGHWAY, AND 69.5 FEET SOUTHWEST OF A FARM ROAD LEADING NORTH.  A
 NR0137'STANDARD DISK, STAMPED T 31 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0137'PROJECTING 6 INCHES ABOVE GROUND.
 NR0137
 NR0137                          STATION RECOVERY (1982)
 NR0137
 NR0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0219 ***********************************************************************
 MO0219  DESIGNATION -  T 311
 MO0219  PID         -  MO0219
 MO0219  STATE/COUNTY-  WY/LARAMIE
 MO0219  USGS QUAD   -  BORIE (1994)
 MO0219
 MO0219                         *CURRENT SURVEY CONTROL
 MO0219  ___________________________________________________________________
 MO0219* NAD 83(1993)-  41 00 40.09630(N)    104 52 33.85032(W)     ADJUSTED  
 MO0219* NAVD 88     -      1884.138  (meters)    6181.54   (feet)  ADJUSTED  
 MO0219  ___________________________________________________________________
 MO0219  LAPLACE CORR-         -10.67  (seconds)                    DEFLEC99
 MO0219  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 MO0219  DYNAMIC HT  -        1882.479 (meters)    6176.10  (feet)  COMP
 MO0219  MODELED GRAV-     979,676.7   (mgal)                       NAVD 88
 MO0219
 MO0219  HORZ ORDER  -  SECOND
 MO0219  VERT ORDER  -  FIRST     CLASS II
 MO0219
 MO0219.The horizontal coordinates were established by classical geodetic methods
 MO0219.and adjusted by the National Geodetic Survey in January 1997..
 MO0219
 MO0219.The orthometric height was determined by differential leveling
 MO0219.and adjusted by the National Geodetic Survey in June 1991..
 MO0219
 MO0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0219
 MO0219.The geoid height was determined by GEOID03.
 MO0219
 MO0219.The dynamic height is computed by dividing the NAVD 88
 MO0219.geopotential number by the normal gravity value computed on the
 MO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0219.degrees latitude (g = 980.6199 gals.).
 MO0219
 MO0219.The modeled gravity was interpolated from observed gravity values.
 MO0219
 MO0219;                    North         East     Units Scale Factor Converg.
 MO0219;SPC WY E     -    56,798.574   224,443.814   MT  0.99994485   +0 11 26.5
 MO0219;UTM  13      - 4,540,000.867   510,420.988   MT  0.99960134   +0 04 52.8
 MO0219
 MO0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0219!SPC WY E     -   0.99970706  x   0.99994485  =   0.99965193
 MO0219!UTM  13      -   0.99970706  x   0.99960134  =   0.99930852
 MO0219
 MO0219                          SUPERSEDED SURVEY CONTROL
 MO0219
 MO0219  NAD 83(1993)-  41 00 40.08114(N)    104 52 33.84826(W) AD(       ) 2
 MO0219  NAD 83(1986)-  41 00 40.08105(N)    104 52 33.84798(W) AD(       ) 2
 MO0219  NAD 27      -  41 00 40.13623(N)    104 52 31.96470(W) AD(       ) 2
 MO0219  NGVD 29 (??/??/92) 1883.101  (m)         6178.14   (f) ADJ UNCH    1 2
 MO0219
 MO0219.Superseded values are not recommended for survey control.
 MO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0219.See file dsdata.txt to determine how the superseded data were derived.
 MO0219
 MO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1042140001(NAD 83)
 MO0219_MARKER: DB = BENCH MARK DISK
 MO0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0219_STAMPING: T 311 1939
 MO0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0219+STABILITY: SURFACE MOTION
 MO0219
 MO0219  HISTORY     - Date     Condition        Report By
 MO0219  HISTORY     - 1939     MONUMENTED       CGS
 MO0219  HISTORY     - 1973     GOOD             NGS
 MO0219
 MO0219                          STATION DESCRIPTION
 MO0219
 MO0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MO0219'8 MI S FROM CHEYENNE.
 MO0219'4.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0219'STATION AT CHEYENNE, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 MO0219'ROAD, THENCE 7.25 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD,
 MO0219'53 FEET SOUTH OF A POWER POLE, 57 FEET SOUTH OF A FENCE, 40 FEET
 MO0219'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 1 FOOT NORTHWEST
 MO0219'OF A METAL WITNESS POST WITH SIGN ATTACHED, SET IN THE TOP OF
 MO0219'A 5-INCH SQUARE CONCRETE POST WHICH PROJECTS 3-INCHES ABOVE
 MO0219'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0027 ***********************************************************************
 OX0027  DESIGNATION -  T 312
 OX0027  PID         -  OX0027
 OX0027  STATE/COUNTY-  WY/TETON
 OX0027  USGS QUAD   -  UPPER SLIDE LAKE (1996)
 OX0027
 OX0027                         *CURRENT SURVEY CONTROL
 OX0027  ___________________________________________________________________
 OX0027* NAD 83(1986)-  43 35 39.     (N)    110 22 21.     (W)     SCALED    
 OX0027* NAVD 88     -      2219.972  (meters)    7283.36   (feet)  ADJUSTED  
 OX0027  ___________________________________________________________________
 OX0027  GEOID HEIGHT-          -8.67  (meters)                     GEOID03
 OX0027  DYNAMIC HT  -        2218.389 (meters)    7278.16  (feet)  COMP
 OX0027  MODELED GRAV-     979,826.7   (mgal)                       NAVD 88
 OX0027
 OX0027  VERT ORDER  -  SECOND    CLASS 0
 OX0027
 OX0027.The horizontal coordinates were scaled from a topographic map and have
 OX0027.an estimated accuracy of +/- 6 seconds.
 OX0027
 OX0027.The orthometric height was determined by differential leveling
 OX0027.and adjusted by the National Geodetic Survey in June 1991..
 OX0027
 OX0027.The geoid height was determined by GEOID03.
 OX0027
 OX0027.The dynamic height is computed by dividing the NAVD 88
 OX0027.geopotential number by the normal gravity value computed on the
 OX0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0027.degrees latitude (g = 980.6199 gals.).
 OX0027
 OX0027.The modeled gravity was interpolated from observed gravity values.
 OX0027
 OX0027;                    North         East    Units  Estimated Accuracy
 OX0027;SPC WY W     -   443,700.      776,650.      MT  (+/- 180 meters Scaled)
 OX0027
 OX0027                          SUPERSEDED SURVEY CONTROL
 OX0027
 OX0027  NGVD 29 (??/??/92) 2218.580  (m)         7278.79   (f) ADJ UNCH    2 0
 OX0027
 OX0027.Superseded values are not recommended for survey control.
 OX0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0027.See file dsdata.txt to determine how the superseded data were derived.
 OX0027
 OX0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP506269(NAD 83)
 OX0027_MARKER: DB = BENCH MARK DISK
 OX0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0027_STAMPING: T 312 1946
 OX0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0027+STABILITY: SURFACE MOTION
 OX0027
 OX0027  HISTORY     - Date     Condition        Report By
 OX0027  HISTORY     - 1946     MONUMENTED       CGS
 OX0027  HISTORY     - 1965     GOOD             USGS
 OX0027  HISTORY     - 1978     GOOD             LOCSUR
 OX0027
 OX0027                          STATION DESCRIPTION
 OX0027
 OX0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0027'16.95 MI E FROM KELLY.
 OX0027'ALONG GROS VENTRE RIVER ROAD, ABOUT 16.95 MILES EAST OF KELLY POST
 OX0027'OFFICE (BY ROAD), IN CENTER OF LARGE SAGEBRUSH COVERED FLAT, 0.65
 OX0027'MILES EAST OF BRIDGE OVER ALKALI CREEK, SET IN CONCRETE POST 25 FEET
 OX0027'SOUTH OF CENTER LINE OF ROAD, 2 FEET EAST OF WITNESS POST.  A STANDARD
 OX0027'DISK, STAMPED T 312 1946 AND SET IN TOP OF A CONCRETE POST.
 OX0027
 OX0027                          STATION RECOVERY (1965)
 OX0027
 OX0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0027'RECOVERED IN GOOD CONDITION.
 OX0027
 OX0027                          STATION RECOVERY (1978)
 OX0027
 OX0027'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OX0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0155 ***********************************************************************
 OX0155  DESIGNATION -  T 313
 OX0155  PID         -  OX0155
 OX0155  STATE/COUNTY-  WY/LINCOLN
 OX0155  USGS QUAD   -  DEER CREEK (1979)
 OX0155
 OX0155                         *CURRENT SURVEY CONTROL
 OX0155  ___________________________________________________________________
 OX0155* NAD 83(1986)-  43 03 23.     (N)    110 49 28.     (W)     SCALED    
 OX0155* NAVD 88     -      1895.246  (meters)    6217.99   (feet)  ADJUSTED  
 OX0155  ___________________________________________________________________
 OX0155  GEOID HEIGHT-         -10.40  (meters)                     GEOID03
 OX0155  DYNAMIC HT  -        1893.908 (meters)    6213.60  (feet)  COMP
 OX0155  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 OX0155
 OX0155  VERT ORDER  -  SECOND    CLASS 0
 OX0155
 OX0155.The horizontal coordinates were scaled from a topographic map and have
 OX0155.an estimated accuracy of +/- 6 seconds.
 OX0155
 OX0155.The orthometric height was determined by differential leveling
 OX0155.and adjusted by the National Geodetic Survey in June 1991..
 OX0155
 OX0155.The geoid height was determined by GEOID03.
 OX0155
 OX0155.The dynamic height is computed by dividing the NAVD 88
 OX0155.geopotential number by the normal gravity value computed on the
 OX0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0155.degrees latitude (g = 980.6199 gals.).
 OX0155
 OX0155.The modeled gravity was interpolated from observed gravity values.
 OX0155
 OX0155;                    North         East    Units  Estimated Accuracy
 OX0155;SPC WY W     -   384,180.      739,630.      MT  (+/- 180 meters Scaled)
 OX0155
 OX0155                          SUPERSEDED SURVEY CONTROL
 OX0155
 OX0155  NGVD 29 (??/??/92) 1893.951  (m)         6213.74   (f) ADJ UNCH    2 0
 OX0155
 OX0155.Superseded values are not recommended for survey control.
 OX0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0155.See file dsdata.txt to determine how the superseded data were derived.
 OX0155
 OX0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN142670(NAD 83)
 OX0155_MARKER: DB = BENCH MARK DISK
 OX0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0155_STAMPING: T 313 1946
 OX0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0155+STABILITY: SURFACE MOTION
 OX0155
 OX0155  HISTORY     - Date     Condition        Report By
 OX0155  HISTORY     - 1946     MONUMENTED       CGS
 OX0155
 OX0155                          STATION DESCRIPTION
 OX0155
 OX0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0155'18.1 MI SE FROM ALPINE.
 OX0155'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0155'THENCE ABOUT 16.5 MILES SOUTHEAST ALONG GREYS RIVER ROAD, IN THE NORTH
 OX0155'HALF OF MILE FLAT, ABOUT 120 FEET EAST OF A CORRUGATED METAL PIPE
 OX0155'CULVERT, ABOUT 90 FEET SOUTH OF A SMALL CREEK, 45 FEET NORTHEAST OF
 OX0155'THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A WITNESS POST, ABOUT 1
 OX0155'FOOT ABOVE THE ROAD LEVEL, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0096 ***********************************************************************
 NT0096  DESIGNATION -  T 314
 NT0096  PID         -  NT0096
 NT0096  STATE/COUNTY-  WY/LINCOLN
 NT0096  USGS QUAD   -  BOX CANYON CREEK (1980)
 NT0096
 NT0096                         *CURRENT SURVEY CONTROL
 NT0096  ___________________________________________________________________
 NT0096* NAD 83(1986)-  42 44 01.     (N)    110 40 57.     (W)     SCALED    
 NT0096* NAVD 88     -      2219.995  (meters)    7283.43   (feet)  ADJUSTED  
 NT0096  ___________________________________________________________________
 NT0096  GEOID HEIGHT-         -10.41  (meters)                     GEOID03
 NT0096  DYNAMIC HT  -        2218.269 (meters)    7277.77  (feet)  COMP
 NT0096  MODELED GRAV-     979,763.3   (mgal)                       NAVD 88
 NT0096
 NT0096  VERT ORDER  -  SECOND    CLASS 0
 NT0096
 NT0096.The horizontal coordinates were scaled from a topographic map and have
 NT0096.an estimated accuracy of +/- 6 seconds.
 NT0096
 NT0096.The orthometric height was determined by differential leveling
 NT0096.and adjusted by the National Geodetic Survey in June 1991..
 NT0096
 NT0096.The geoid height was determined by GEOID03.
 NT0096
 NT0096.The dynamic height is computed by dividing the NAVD 88
 NT0096.geopotential number by the normal gravity value computed on the
 NT0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0096.degrees latitude (g = 980.6199 gals.).
 NT0096
 NT0096.The modeled gravity was interpolated from observed gravity values.
 NT0096
 NT0096;                    North         East    Units  Estimated Accuracy
 NT0096;SPC WY W     -   348,240.      750,940.      MT  (+/- 180 meters Scaled)
 NT0096
 NT0096                          SUPERSEDED SURVEY CONTROL
 NT0096
 NT0096  NGVD 29 (??/??/92) 2218.614  (m)         7278.90   (f) ADJ UNCH    2 0
 NT0096
 NT0096.Superseded values are not recommended for survey control.
 NT0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0096.See file dsdata.txt to determine how the superseded data were derived.
 NT0096
 NT0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN259312(NAD 83)
 NT0096_MARKER: DB = BENCH MARK DISK
 NT0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0096_STAMPING: T 314 1946
 NT0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0096+STABILITY: SURFACE MOTION
 NT0096
 NT0096  HISTORY     - Date     Condition        Report By
 NT0096  HISTORY     - 1946     MONUMENTED       CGS
 NT0096  HISTORY     - 1972     GOOD             NGS
 NT0096
 NT0096                          STATION DESCRIPTION
 NT0096
 NT0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0096'44.4 MI SE FROM ALPINE.
 NT0096'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0096'THENCE ABOUT 42.8 MILES SOUTHEAST ALONG GREYS RIVER ROAD, SET ON A
 NT0096'SMALL KNOLL FORMED BY HIGH WATER FROM GREYS RIVER, ABOUT 309 FEET
 NT0096'SOUTH OF A LONG BAR ON THE WEST BANK OF THE RIVER, 21 FEET SOUTHWEST
 NT0096'OF THE CENTER LINE OF THE ROAD, 8 FEET NORTH OF A DRY WASH, 3 FEET
 NT0096'WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
 NT0096
 NT0096                          STATION RECOVERY (1972)
 NT0096
 NT0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0121 ***********************************************************************
 NT0121  DESIGNATION -  T 315
 NT0121  PID         -  NT0121
 NT0121  STATE/COUNTY-  WY/LINCOLN
 NT0121  USGS QUAD   -  POISON MEADOWS (1980)
 NT0121
 NT0121                         *CURRENT SURVEY CONTROL
 NT0121  ___________________________________________________________________
 NT0121* NAD 83(1986)-  42 32 47.     (N)    110 44 18.     (W)     SCALED    
 NT0121* NAVD 88     -      2554.029  (meters)    8379.34   (feet)  ADJUSTED  
 NT0121  ___________________________________________________________________
 NT0121  GEOID HEIGHT-         -10.90  (meters)                     GEOID03
 NT0121  DYNAMIC HT  -        2551.831 (meters)    8372.13  (feet)  COMP
 NT0121  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 NT0121
 NT0121  VERT ORDER  -  SECOND    CLASS 0
 NT0121
 NT0121.The horizontal coordinates were scaled from a topographic map and have
 NT0121.an estimated accuracy of +/- 6 seconds.
 NT0121
 NT0121.The orthometric height was determined by differential leveling
 NT0121.and adjusted by the National Geodetic Survey in June 1991..
 NT0121
 NT0121.The geoid height was determined by GEOID03.
 NT0121
 NT0121.The dynamic height is computed by dividing the NAVD 88
 NT0121.geopotential number by the normal gravity value computed on the
 NT0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0121.degrees latitude (g = 980.6199 gals.).
 NT0121
 NT0121.The modeled gravity was interpolated from observed gravity values.
 NT0121
 NT0121;                    North         East    Units  Estimated Accuracy
 NT0121;SPC WY W     -   327,470.      746,200.      MT  (+/- 180 meters Scaled)
 NT0121
 NT0121                          SUPERSEDED SURVEY CONTROL
 NT0121
 NT0121  NGVD 29 (??/??/92) 2552.506  (m)         8374.35   (f) ADJ UNCH    2 0
 NT0121
 NT0121.Superseded values are not recommended for survey control.
 NT0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0121.See file dsdata.txt to determine how the superseded data were derived.
 NT0121
 NT0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN214104(NAD 83)
 NT0121_MARKER: DB = BENCH MARK DISK
 NT0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0121_STAMPING: T 315 1946
 NT0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0121+STABILITY: SURFACE MOTION
 NT0121
 NT0121  HISTORY     - Date     Condition        Report By
 NT0121  HISTORY     - 1946     MONUMENTED       CGS
 NT0121
 NT0121                          STATION DESCRIPTION
 NT0121
 NT0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0121'21.6 MI SE FROM SMOOT.
 NT0121'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0121'THENCE ABOUT 14.6 MILES EASTERLY ALONG GREYS RIVER ROAD, IN A SLOPING
 NT0121'100-FOOT-SQUARE FIELD, ON THE EAST BANK OF THE ROAD, 49 FEET NORTHEAST
 NT0121'OF A CORRUGATED METAL PIPE CULVERT, 45 FEET NORTH OF A SMALL CREEK, 39
 NT0121'FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 8 FEET ABOVE THE ROAD
 NT0121'LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 NT0121'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0479 ***********************************************************************
 MO0479  DESIGNATION -  T 316
 MO0479  PID         -  MO0479
 MO0479  STATE/COUNTY-  WY/ALBANY
 MO0479  USGS QUAD   -  SHERMAN MOUNTAINS WEST (1992)
 MO0479
 MO0479                         *CURRENT SURVEY CONTROL
 MO0479  ___________________________________________________________________
 MO0479* NAD 83(1986)-  41 07 55.     (N)    105 24 30.     (W)     SCALED    
 MO0479* NAVD 88     -      2507.568  (meters)    8226.91   (feet)  ADJUSTED  
 MO0479  ___________________________________________________________________
 MO0479  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 MO0479  DYNAMIC HT  -        2505.227 (meters)    8219.23  (feet)  COMP
 MO0479  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 MO0479
 MO0479  VERT ORDER  -  FIRST     CLASS II
 MO0479
 MO0479.The horizontal coordinates were scaled from a topographic map and have
 MO0479.an estimated accuracy of +/- 6 seconds.
 MO0479
 MO0479.The orthometric height was determined by differential leveling
 MO0479.and adjusted by the National Geodetic Survey in June 1991..
 MO0479
 MO0479.The geoid height was determined by GEOID03.
 MO0479
 MO0479.The dynamic height is computed by dividing the NAVD 88
 MO0479.geopotential number by the normal gravity value computed on the
 MO0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0479.degrees latitude (g = 980.6199 gals.).
 MO0479
 MO0479.The modeled gravity was interpolated from observed gravity values.
 MO0479
 MO0479;                    North         East    Units  Estimated Accuracy
 MO0479;SPC WY E     -    70,200.      179,710.      MT  (+/- 180 meters Scaled)
 MO0479
 MO0479                          SUPERSEDED SURVEY CONTROL
 MO0479
 MO0479  NGVD 29 (??/??/92) 2506.372  (m)         8222.99   (f) ADJ UNCH    1 2
 MO0479
 MO0479.Superseded values are not recommended for survey control.
 MO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0479.See file dsdata.txt to determine how the superseded data were derived.
 MO0479
 MO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF657534(NAD 83)
 MO0479_MARKER: DB = BENCH MARK DISK
 MO0479_SETTING: 66 = SET IN ROCK OUTCROP
 MO0479_SP_SET: GRANITE OUTCROP
 MO0479_STAMPING: T 316 1947
 MO0479_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0479+STABILITY: POSITION/ELEVATION WELL
 MO0479
 MO0479  HISTORY     - Date     Condition        Report By
 MO0479  HISTORY     - 1947     MONUMENTED       CGS
 MO0479  HISTORY     - 1956     GOOD             NGS
 MO0479  HISTORY     - 19990922 GOOD             CGS
 MO0479
 MO0479                          STATION DESCRIPTION
 MO0479
 MO0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0479'4.5 MI NW FROM SHERMAN.
 MO0479'3.8 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0479'RAILROAD STATION SIGN AT SHERMAN, THENCE 0.7 MILE WEST ALONG THE
 MO0479'FORMER RIGHT OF WAY OF THE UNION PACIFIC RAILROAD, 266 FEET
 MO0479'SOUTH OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 7.7 FEET
 MO0479'SOUTH OF THE NORTH EDGE OF A GRANITE LEDGE, SET IN THE TOP OF
 MO0479'THE BASE OF A LARGE GRANITE OUTCROP, IN SECTION 1, TOWNSHIP 13
 MO0479'NORTH, RANGE 72 WEST.
 MO0479
 MO0479                          STATION RECOVERY (1999)
 MO0479
 MO0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1999 (KFB)
 MO0479'NEW DESCRIPTION.  TO REACH THE STTAION FROM THE INTERCHANGE OF I-80
 MO0479'AND THE VEASAUWOO ROAD EXIT 392, GO S ON SERVICE RD FOR 0.08 MI (0.13
 MO0479'KM) FROM THE CENTER OF TEH TWO INTERSTATE BRIDGES TO A T INTERSECTION,
 MO0479'AND AMES MONUMENT ROAD 234 LEFT, TURN LEFT AND GO ESE ON GRAVEL ROAD
 MO0479'FOR 1.5 MI (2.4 KM) TO HERMOSA ROAD 222 RIGHT, TURN RIGHT AND GO SW ON
 MO0479'GRAVEL ROAD FOR 0.4 MI (0.6 KM) TN CATTLE GUARD CONTUINUE AHEAD FOR
 MO0479'.01 MI (0.02 KM) TO RANCH ROAD AND GATE LEFT, TURN LEFT AND PASS
 MO0479'THROUGH GATE AND GO S FOR 0.20 MI (0.32 KM) TO STATION ON THE RIGHT.
 MO0479'STATION IS 92 FT (28.0 M) W OF THE CENTER OF THE RANCH RD, 5.7 FT (1.7
 MO0479'M) N OF LARGE GRANITE OUTCROP, SET IN TOP OF GRANITE LEDDGE, IN
 MO0479'SECTION 1, TOWNSHIP 13 N, RANGE 72 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0698 ***********************************************************************
 MO0698  DESIGNATION -  T 317
 MO0698  PID         -  MO0698
 MO0698  STATE/COUNTY-  WY/ALBANY
 MO0698  USGS QUAD   -  COOPER LAKE SOUTH (1981)
 MO0698
 MO0698                         *CURRENT SURVEY CONTROL
 MO0698  ___________________________________________________________________
 MO0698* NAD 83(1986)-  41 37 24.     (N)    105 45 24.     (W)     SCALED    
 MO0698* NAVD 88     -      2144.459  (meters)    7035.61   (feet)  ADJUSTED  
 MO0698  ___________________________________________________________________
 MO0698  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 MO0698  DYNAMIC HT  -        2142.638 (meters)    7029.64  (feet)  COMP
 MO0698  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 MO0698
 MO0698  VERT ORDER  -  FIRST     CLASS II
 MO0698
 MO0698.The horizontal coordinates were scaled from a topographic map and have
 MO0698.an estimated accuracy of +/- 6 seconds.
 MO0698
 MO0698.The orthometric height was determined by differential leveling
 MO0698.and adjusted by the National Geodetic Survey in June 1991..
 MO0698
 MO0698.The geoid height was determined by GEOID03.
 MO0698
 MO0698.The dynamic height is computed by dividing the NAVD 88
 MO0698.geopotential number by the normal gravity value computed on the
 MO0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0698.degrees latitude (g = 980.6199 gals.).
 MO0698
 MO0698.The modeled gravity was interpolated from observed gravity values.
 MO0698
 MO0698;                    North         East    Units  Estimated Accuracy
 MO0698;SPC WY E     -   124,910.      150,830.      MT  (+/- 180 meters Scaled)
 MO0698
 MO0698                          SUPERSEDED SURVEY CONTROL
 MO0698
 MO0698  NGVD 29 (06/08/92) 2143.386  (m)         7032.09   (f) ADJUSTED    1 2
 MO0698
 MO0698.Superseded values are not recommended for survey control.
 MO0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0698.See file dsdata.txt to determine how the superseded data were derived.
 MO0698
 MO0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG369082(NAD 83)
 MO0698_MARKER: DB = BENCH MARK DISK
 MO0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0698_STAMPING: T 317 1947
 MO0698_MARK LOGO: CGS   
 MO0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0698+STABILITY: SURFACE MOTION
 MO0698
 MO0698  HISTORY     - Date     Condition        Report By
 MO0698  HISTORY     - 1947     MONUMENTED       CGS
 MO0698  HISTORY     - 1950     GOOD             NGS
 MO0698  HISTORY     - 1983     GOOD             NGS
 MO0698  HISTORY     - 19990824 GOOD             WYDT
 MO0698
 MO0698                          STATION DESCRIPTION
 MO0698
 MO0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0698'4.7 MI NW FROM BOSLER.
 MO0698'4.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0698'STATION AT BOSLER, 284.7 FEET NORTHEAST OF MILEPOST 590, 393.0
 MO0698'FEET NORTH OF RAILWAY SIGNAL 5899, 196.0 FEET NORTHEAST OF THE
 MO0698'NORTHEAST RAIL OF THE NORTHEAST TRACK, 3.0 FEET SOUTHEAST OF
 MO0698'A REFERENCE POST, 1.0 FOOT SOUTHWEST OF A FENCE, SET IN THE
 MO0698'TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MO0698
 MO0698                          STATION RECOVERY (1950)
 MO0698
 MO0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 MO0698'RECOVERED IN GOOD CONDITION.
 MO0698
 MO0698                          STATION RECOVERY (1983)
 MO0698
 MO0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0698'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  24.2 KM
 MO0698'(15.05 MI) SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0698'IN ROCK RIVER.
 MO0698
 MO0698                          STATION RECOVERY (1999)
 MO0698
 MO0698'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0698'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0698'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0714 ***********************************************************************
 MO0714  DESIGNATION -  T 318
 MO0714  PID         -  MO0714
 MO0714  STATE/COUNTY-  WY/ALBANY
 MO0714  USGS QUAD   -  ROCK RIVER (1981)
 MO0714
 MO0714                         *CURRENT SURVEY CONTROL
 MO0714  ___________________________________________________________________
 MO0714* NAD 83(1986)-  41 43 30.     (N)    105 58 06.     (W)     SCALED    
 MO0714* NAVD 88     -      2102.244  (meters)    6897.11   (feet)  ADJUSTED  
 MO0714  ___________________________________________________________________
 MO0714  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 MO0714  DYNAMIC HT  -        2100.445 (meters)    6891.21  (feet)  COMP
 MO0714  MODELED GRAV-     979,691.8   (mgal)                       NAVD 88
 MO0714
 MO0714  VERT ORDER  -  FIRST     CLASS II
 MO0714
 MO0714.The horizontal coordinates were scaled from a topographic map and have
 MO0714.an estimated accuracy of +/- 6 seconds.
 MO0714
 MO0714.The orthometric height was determined by differential leveling
 MO0714.and adjusted by the National Geodetic Survey in June 1991..
 MO0714
 MO0714.The geoid height was determined by GEOID03.
 MO0714
 MO0714.The dynamic height is computed by dividing the NAVD 88
 MO0714.geopotential number by the normal gravity value computed on the
 MO0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0714.degrees latitude (g = 980.6199 gals.).
 MO0714
 MO0714.The modeled gravity was interpolated from observed gravity values.
 MO0714
 MO0714;                    North         East    Units  Estimated Accuracy
 MO0714;SPC WY E     -   136,350.      133,300.      MT  (+/- 180 meters Scaled)
 MO0714
 MO0714                          SUPERSEDED SURVEY CONTROL
 MO0714
 MO0714  NGVD 29 (??/??/92) 2101.134  (m)         6893.47   (f) ADJ UNCH    1 2
 MO0714
 MO0714.Superseded values are not recommended for survey control.
 MO0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0714.See file dsdata.txt to determine how the superseded data were derived.
 MO0714
 MO0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG194196(NAD 83)
 MO0714_MARKER: DB = BENCH MARK DISK
 MO0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0714_STAMPING: T 318 1947
 MO0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0714+STABILITY: SURFACE MOTION
 MO0714
 MO0714  HISTORY     - Date     Condition        Report By
 MO0714  HISTORY     - 1947     MONUMENTED       CGS
 MO0714
 MO0714                          STATION DESCRIPTION
 MO0714
 MO0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0714'1.5 MI SE FROM ROCK RIVER.
 MO0714'1.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0714'STATION AT ROCK RIVER, 10 1/2 POLES SOUTHEAST OF MILEPOST 604,
 MO0714'APPROXIMATELY 158 YARDS EAST OF A PRIVATE ROAD CROSSING, 153.0
 MO0714'FEET SOUTH OF THE CENTER LINE OF A PRVIATE ROAD, 75.0 FEET
 MO0714'NORTHEAST OF RAILWAY SIGNAL 6037, 46.7 FEET NORTH OF THE NORTH
 MO0714'RAIL OF THE NORTH TRACK AND 6 FEET LOWER, 4.2 FEET EAST OF A
 MO0714'T FENCE CORNER, 4.2 FEET WEST OF A REFERENCE POST, 1.4 FEET
 MO0714'SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 MO0714'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0971 ***********************************************************************
 MO0971  DESIGNATION -  T 318 RESET
 MO0971  PID         -  MO0971
 MO0971  STATE/COUNTY-  WY/ALBANY
 MO0971  USGS QUAD   -  ROCK RIVER (1981)
 MO0971
 MO0971                         *CURRENT SURVEY CONTROL
 MO0971  ___________________________________________________________________
 MO0971* NAD 83(1986)-  41 43 31.     (N)    105 58 07.     (W)     SCALED    
 MO0971* NAVD 88     -      2101.202  (meters)    6893.69   (feet)  ADJUSTED  
 MO0971  ___________________________________________________________________
 MO0971  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 MO0971  DYNAMIC HT  -        2099.405 (meters)    6887.80  (feet)  COMP
 MO0971  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 MO0971
 MO0971  VERT ORDER  -  FIRST     CLASS II
 MO0971
 MO0971.The horizontal coordinates were scaled from a topographic map and have
 MO0971.an estimated accuracy of +/- 6 seconds.
 MO0971
 MO0971.The orthometric height was determined by differential leveling
 MO0971.and adjusted by the National Geodetic Survey in June 1991..
 MO0971
 MO0971.The geoid height was determined by GEOID03.
 MO0971
 MO0971.The dynamic height is computed by dividing the NAVD 88
 MO0971.geopotential number by the normal gravity value computed on the
 MO0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0971.degrees latitude (g = 980.6199 gals.).
 MO0971
 MO0971.The modeled gravity was interpolated from observed gravity values.
 MO0971
 MO0971;                    North         East    Units  Estimated Accuracy
 MO0971;SPC WY E     -   136,380.      133,280.      MT  (+/- 180 meters Scaled)
 MO0971
 MO0971                          SUPERSEDED SURVEY CONTROL
 MO0971
 MO0971  NGVD 29 (06/08/92) 2100.068  (m)         6889.97   (f) ADJUSTED    1 2
 MO0971
 MO0971.Superseded values are not recommended for survey control.
 MO0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0971.See file dsdata.txt to determine how the superseded data were derived.
 MO0971
 MO0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG194197(NAD 83)
 MO0971_MARKER: DB = BENCH MARK DISK
 MO0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0971_SP_SET: CONCRETE POST
 MO0971_STAMPING: T 318 RESET 1980
 MO0971_MARK LOGO: NGS   
 MO0971_PROJECTION: PROJECTING 8 CENTIMETERS
 MO0971_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0971+STABILITY: SURFACE MOTION
 MO0971
 MO0971  HISTORY     - Date     Condition        Report By
 MO0971  HISTORY     - 1980     MONUMENTED       NGS
 MO0971  HISTORY     - 1983     GOOD             NGS
 MO0971  HISTORY     - 19990823 GOOD             WYDT
 MO0971
 MO0971                          STATION DESCRIPTION
 MO0971
 MO0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0971'2.2 KM (1.35 MI) SE FROM ROCK RIVER.
 MO0971'2.2 KM (1.35 MI) SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0971'STATION IN ROCK RIVER, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST 604, 60.4
 MO0971'METERS (198.2 FT) SOUTH OF THE NEAR RAIL, AND 4.6 METERS (15.1 FT)
 MO0971'SOUTH OF A UTILITY POLE WITH 3 GUY WIRES.
 MO0971'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 MO0971
 MO0971                          STATION RECOVERY (1999)
 MO0971
 MO0971'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0971'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER,
 MO0971'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0200 ***********************************************************************
 MP0200  DESIGNATION -  T 319
 MP0200  PID         -  MP0200
 MP0200  STATE/COUNTY-  WY/CARBON
 MP0200  USGS QUAD   -  WALCOTT (1982)
 MP0200
 MP0200                         *CURRENT SURVEY CONTROL
 MP0200  ___________________________________________________________________
 MP0200* NAD 83(1986)-  41 45 33.     (N)    106 52 21.     (W)     SCALED    
 MP0200* NAVD 88     -      2012.350  (meters)    6602.19   (feet)  ADJUSTED  
 MP0200  ___________________________________________________________________
 MP0200  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 MP0200  DYNAMIC HT  -        2010.619 (meters)    6596.51  (feet)  COMP
 MP0200  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 MP0200
 MP0200  VERT ORDER  -  FIRST     CLASS II
 MP0200
 MP0200.The horizontal coordinates were scaled from a topographic map and have
 MP0200.an estimated accuracy of +/- 6 seconds.
 MP0200
 MP0200.The orthometric height was determined by differential leveling
 MP0200.and adjusted by the National Geodetic Survey in June 1991..
 MP0200
 MP0200.The geoid height was determined by GEOID03.
 MP0200
 MP0200.The dynamic height is computed by dividing the NAVD 88
 MP0200.geopotential number by the normal gravity value computed on the
 MP0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0200.degrees latitude (g = 980.6199 gals.).
 MP0200
 MP0200.The modeled gravity was interpolated from observed gravity values.
 MP0200
 MP0200;                    North         East    Units  Estimated Accuracy
 MP0200;SPC WYEC     -   239,930.      438,320.      MT  (+/- 180 meters Scaled)
 MP0200
 MP0200                          SUPERSEDED SURVEY CONTROL
 MP0200
 MP0200  NGVD 29 (06/08/92) 2011.173  (m)         6598.32   (f) ADJUSTED    1 2
 MP0200
 MP0200.Superseded values are not recommended for survey control.
 MP0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0200.See file dsdata.txt to determine how the superseded data were derived.
 MP0200
 MP0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG443247(NAD 83)
 MP0200_MARKER: DB = BENCH MARK DISK
 MP0200_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0200_STAMPING: T 319 1947
 MP0200_MARK LOGO: CGS   
 MP0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0200+STABILITY: SURFACE MOTION
 MP0200
 MP0200  HISTORY     - Date     Condition        Report By
 MP0200  HISTORY     - 1947     MONUMENTED       CGS
 MP0200  HISTORY     - 1983     GOOD             NGS
 MP0200
 MP0200                          STATION DESCRIPTION
 MP0200
 MP0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0200'1.4 MI W FROM WALCOTT.
 MP0200'1.4 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0200'WALCOTT, 13 POLES WEST OF MILEPOST 663, 8.4 FEET NORTH OF THE NORTH
 MP0200'RAIL OF THE NORTH TRACK AND 1.5 FEET LOWER, SET IN A DRILL HOLE IN THE
 MP0200'TOP OF THE NORTHWEST END OF THE NORTH WINGWALL OF THE WEST CONCRETE
 MP0200'ABUTMENT OF A STEEL RAILWAY BRIDGE.
 MP0200
 MP0200                          STATION RECOVERY (1983)
 MP0200
 MP0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0200'RECOVERED IN GOOD CONDITION EXCEPT ADD IN BRIDGE NUMBER 663.32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0012 ***********************************************************************
 OV0012  DESIGNATION -  T 32
 OV0012  PID         -  OV0012
 OV0012  STATE/COUNTY-  WY/NATRONA
 OV0012  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0012
 OV0012                         *CURRENT SURVEY CONTROL
 OV0012  ___________________________________________________________________
 OV0012* NAD 83(1986)-  43 00 32.     (N)    106 19 57.     (W)     SCALED    
 OV0012* NAVD 88     -      1631.628  (meters)    5353.10   (feet)  ADJUSTED  
 OV0012  ___________________________________________________________________
 OV0012  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 OV0012  DYNAMIC HT  -        1630.615 (meters)    5349.78  (feet)  COMP
 OV0012  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 OV0012
 OV0012  VERT ORDER  -  FIRST     CLASS II
 OV0012
 OV0012.The horizontal coordinates were scaled from a topographic map and have
 OV0012.an estimated accuracy of +/- 6 seconds.
 OV0012
 OV0012.The orthometric height was determined by differential leveling
 OV0012.and adjusted by the National Geodetic Survey in June 1991..
 OV0012
 OV0012.The geoid height was determined by GEOID03.
 OV0012
 OV0012.The dynamic height is computed by dividing the NAVD 88
 OV0012.geopotential number by the normal gravity value computed on the
 OV0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0012.degrees latitude (g = 980.6199 gals.).
 OV0012
 OV0012.The modeled gravity was interpolated from observed gravity values.
 OV0012
 OV0012;                    North         East    Units  Estimated Accuracy
 OV0012;SPC WYEC     -   379,130.      481,590.      MT  (+/- 180 meters Scaled)
 OV0012
 OV0012                          SUPERSEDED SURVEY CONTROL
 OV0012
 OV0012  NGVD 29 (??/??/92) 1630.74   (m)         5350.2    (f) COMPUTED    1 2
 OV0012
 OV0012.Superseded values are not recommended for survey control.
 OV0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0012.See file dsdata.txt to determine how the superseded data were derived.
 OV0012
 OV0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH914626(NAD 83)
 OV0012_MARKER: DB = BENCH MARK DISK
 OV0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0012_STAMPING: T-32 --- 1935
 OV0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0012+STABILITY: SURFACE MOTION
 OV0012
 OV0012  HISTORY     - Date     Condition        Report By
 OV0012  HISTORY     - 1933     MONUMENTED       CGS
 OV0012  HISTORY     - 1968     POOR             USGS
 OV0012
 OV0012                          STATION DESCRIPTION
 OV0012
 OV0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0012'13.55 MI N FROM CASPER.
 OV0012'LOCATED 13.55 MILES NORTH OF POST OFFICE IN CASPER.  59 FT. NORTH OF
 OV0012'CENTER OF ROAD THAT TURNS EAST OFF OF HIGHWAY TO C.J. MOORES RANCH. 49
 OV0012'FT. EAST OF CENTER OF HIGHWAY.  STANDARD TABLET SET IN TOP OF CONCRETE
 OV0012'POST 6 IN. HIGH.  NOTE-- CONCRETE POST FOUND BROKEN OFF AT GROUND
 OV0012'LEVEL BUT REPLACED ON BROKEN POST.
 OV0012
 OV0012                          STATION RECOVERY (1968)
 OV0012
 OV0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0012'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0129 ***********************************************************************
 MO0129  DESIGNATION -  T 320
 MO0129  PID         -  MO0129
 MO0129  STATE/COUNTY-  WY/LARAMIE
 MO0129  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0129
 MO0129                         *CURRENT SURVEY CONTROL
 MO0129  ___________________________________________________________________
 MO0129* NAD 83(1986)-  41 09 07.     (N)    104 49 07.     (W)     SCALED    
 MO0129* NAVD 88     -      1870.771  (meters)    6137.69   (feet)  ADJUSTED  
 MO0129  ___________________________________________________________________
 MO0129  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 MO0129  DYNAMIC HT  -        1869.145 (meters)    6132.35  (feet)  COMP
 MO0129  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 MO0129
 MO0129  VERT ORDER  -  FIRST     CLASS II
 MO0129
 MO0129.This mark is at Cheyenne Airport (CYS)
 MO0129
 MO0129.The horizontal coordinates were scaled from a topographic map and have
 MO0129.an estimated accuracy of +/- 6 seconds.
 MO0129
 MO0129.The orthometric height was determined by differential leveling
 MO0129.and adjusted by the National Geodetic Survey in June 1991..
 MO0129
 MO0129.The geoid height was determined by GEOID03.
 MO0129
 MO0129.The dynamic height is computed by dividing the NAVD 88
 MO0129.geopotential number by the normal gravity value computed on the
 MO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0129.degrees latitude (g = 980.6199 gals.).
 MO0129
 MO0129.The modeled gravity was interpolated from observed gravity values.
 MO0129
 MO0129;                    North         East    Units  Estimated Accuracy
 MO0129;SPC WY E     -    72,450.      229,220.      MT  (+/- 180 meters Scaled)
 MO0129
 MO0129                          SUPERSEDED SURVEY CONTROL
 MO0129
 MO0129  NGVD 29 (??/??/92) 1869.757  (m)         6134.36   (f) ADJ UNCH    1 2
 MO0129
 MO0129.Superseded values are not recommended for survey control.
 MO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0129.See file dsdata.txt to determine how the superseded data were derived.
 MO0129
 MO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF152556(NAD 83)
 MO0129_MARKER: DB = BENCH MARK DISK
 MO0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0129_SP_SET: DISK SET VERTICALLY
 MO0129_STAMPING: T 320 1947
 MO0129_MARK LOGO: CGS   
 MO0129_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MO0129+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2004
 MO0129
 MO0129  HISTORY     - Date     Condition        Report By
 MO0129  HISTORY     - 1947     MONUMENTED       CGS
 MO0129  HISTORY     - 1956     GOOD             NGS
 MO0129  HISTORY     - 1969     GOOD             NGS
 MO0129  HISTORY     - 1983     GOOD             NGS
 MO0129  HISTORY     - 20041228 GOOD             WASHGP
 MO0129
 MO0129                          STATION DESCRIPTION
 MO0129
 MO0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0129'AT CHEYENNE.
 MO0129'AT CHEYENNE, AT THE CHEYENNE AIRPORT, 94 FEET SOUTH OF THE SOUTH
 MO0129'CORNER OF THE CONTROL TOWER, 17.3 FEET SOUTH OF THE NORTHEAST
 MO0129'CORNER OF A BRICK HANGAR, 6.3 FEET NORTH OF THE NORTH END OF THE
 MO0129'HANGAR DOOR, 3.3 FEET ABOVE THE FOUNDATION OF THE HANGAR, SET
 MO0129'VERTICALLY IN THE EAST BRICK WALL OF THE HANGAR, IN SECTION 25,
 MO0129'TOWNSHIP 14 NORTH, RANGE 66 WEST.
 MO0129
 MO0129                          STATION RECOVERY (1969)
 MO0129
 MO0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MO0129'RECOVERED IN GOOD CONDITION.
 MO0129
 MO0129                          STATION RECOVERY (1983)
 MO0129
 MO0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0129'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 MO0129
 MO0129                          STATION RECOVERY (2004)
 MO0129
 MO0129'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL INC 2004 (PAR)
 MO0129'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL, INC. (PAR)
 MO0129'TRANSPORTATION ACCESS BY CAR MARK IS IN THE SE 1/4 OF SECTION 30,
 MO0129'TOWNSHIP 14 NORTH, RANGE 66 WEST,  6TH P.M., 3.9 KM (2.4 MI) NORTHERLY
 MO0129'FROM THE JUNCTION OF U.S HIGHWAY 85 AND  INTERSTATE HIGHWAY 80, 1.4 KM
 MO0129'(0.9 MI) NORTHERLY OF THE WYOMING STATE CAPITOL  BUILDING DOME, AT THE
 MO0129'CHEYENNE REGIONAL AIRPORT (''SKY HARBOR'' AIRPORT  HANGAR, AT 4011
 MO0129'EVANS AVENUE), IN CHEYENNE, WYOMING. MARK IS 28.6 METERS  (94 FT)
 MO0129'SOUTH OF THE SOUTH CORNER OF THE AIRPORT CONTROL TOWER (AT 4101 EVANS
 MO0129'AVENUE). FOR PERMISSION TO ENTER AIRPORT PROPERTY, CONTACT MR. SCOTT
 MO0129'HINDERMAN, A.A.E. MR. HINDERMAN IS THE AIRPORT MANAGER AND HE CAN BE
 MO0129'CONTACTED AT PHONE  NO. 307-634-7071, POSTAL ADDRESS P.O. BOX 2210,
 MO0129'200 EAST 8TH AVENUE, CHEYENNE, WYOMING, 82003.  THIS AIRPORT IS
 MO0129'CONTROLLED ACCESS.
 MO0129' 
 MO0129'TO REACH FROM THE JUNCTION OF INTERSTATE 80 WITH U.S. HIGHWAY 85 IN
 MO0129'CHEYENNE,  WYOMING, GO NORTHERLY ALONG U.S. HIGHWAY 85 (BEING ALSO
 MO0129'NAMED CENTRAL AVENUE  AND THEN NAMED WARREN AVENUE) 4.1 KM (2.6 MI) TO
 MO0129'THE JUNCTION WITH EAST 8TH  AVENUE, TURN RIGHT AND GO EASTERLY AND
 MO0129'SOUTHEASTERLY ALONG EAST 8TH AVENUE  0.2 KM (0.1 MI)  TO THE CHEYENNE
 MO0129'AIRPORT ''SKY HARBOR'' HANGAR AT  4011 EVANS AVENUE, AND TO THE MARK.
 MO0129'MARK IS A BENCH MARK DISK, STAMPED--T320 1947--, SET VERTICALLY IN THE
 MO0129'EAST  BRICK WALL OF A BRICK HANGAR, 5.3 METERS (17.3 FT) SOUTH OF THE
 MO0129'NORTHEAST  CORNER OF SAID HANGAR, 1.9 METERS (6.3 FT) NORTH OF THE
 MO0129'NORTH END OF THE  HANGAR DOOR, 1.0 METER (3.3 FT) ABOVE THE TOP OF THE
 MO0129'CONCRETE FOUNDATION OF  SAID HANGAR. THE HH2 GPS = N41-09-09.7,
 MO0129'W104-49-05.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0727 ***********************************************************************
 MO0727  DESIGNATION -  T 321
 MO0727  PID         -  MO0727
 MO0727  STATE/COUNTY-  WY/ALBANY
 MO0727  USGS QUAD   -  CANNONBALL CUT (1981)
 MO0727
 MO0727                         *CURRENT SURVEY CONTROL
 MO0727  ___________________________________________________________________
 MO0727* NAD 83(1986)-  41 49 41.     (N)    105 52 30.     (W)     SCALED    
 MO0727* NAVD 88     -      2053.749  (meters)    6738.01   (feet)  ADJUSTED  
 MO0727  ___________________________________________________________________
 MO0727  GEOID HEIGHT-         -12.14  (meters)                     GEOID03
 MO0727  DYNAMIC HT  -        2052.057 (meters)    6732.46  (feet)  COMP
 MO0727  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 MO0727
 MO0727  VERT ORDER  -  FIRST     CLASS II
 MO0727
 MO0727.The horizontal coordinates were scaled from a topographic map and have
 MO0727.an estimated accuracy of +/- 6 seconds.
 MO0727
 MO0727.The orthometric height was determined by differential leveling
 MO0727.and adjusted by the National Geodetic Survey in June 1991..
 MO0727
 MO0727.The geoid height was determined by GEOID03.
 MO0727
 MO0727.The dynamic height is computed by dividing the NAVD 88
 MO0727.geopotential number by the normal gravity value computed on the
 MO0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0727.degrees latitude (g = 980.6199 gals.).
 MO0727
 MO0727.The modeled gravity was interpolated from observed gravity values.
 MO0727
 MO0727;                    North         East    Units  Estimated Accuracy
 MO0727;SPC WY E     -   147,720.      141,160.      MT  (+/- 180 meters Scaled)
 MO0727
 MO0727                          SUPERSEDED SURVEY CONTROL
 MO0727
 MO0727  NGVD 29 (??/??/92) 2052.683  (m)         6734.51   (f) ADJ UNCH    1 2
 MO0727
 MO0727.Superseded values are not recommended for survey control.
 MO0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0727.See file dsdata.txt to determine how the superseded data were derived.
 MO0727
 MO0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG273310(NAD 83)
 MO0727_MARKER: DB = BENCH MARK DISK
 MO0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0727_STAMPING: T 321 1947
 MO0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0727+STABILITY: SURFACE MOTION
 MO0727
 MO0727  HISTORY     - Date     Condition        Report By
 MO0727  HISTORY     - 1947     MONUMENTED       CGS
 MO0727  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0727
 MO0727                          STATION DESCRIPTION
 MO0727
 MO0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0727'10.2 MI NE FROM ROCK RIVER.
 MO0727'2.9 MILES NORTH ALONG U.S. HIGHWAY NO. 30 FROM THE HIGH SCHOOL
 MO0727'AT ROCK RIVER, THENCE 6.5 MILES EAST AND NORTHEAST ALONG A
 MO0727'GRAVEL ROAD AND 0.8 MILE NORTH ALONG A DIRT ROAD, AT THE TOP
 MO0727'OF A HILL, 215.0 FEET EAST OF THE CENTER OF A PROMINENT CUT
 MO0727'AND THE CENTER OF THE ROAD BED OF THE OLD ORIGINAL ROUTE OF THE
 MO0727'UNION PACIFIC RAILROAD, 75.0 FEET NORTHWEST OF THE CENTER OF AN
 MO0727'IRON CATTLE GUARD WHICH IS ACROSS THE ROD, 57.4 FEET NORTH OF A
 MO0727'FENCE CORNER POST WHICH IS AT THE JUNCTION OF AN EAST-WEST AND
 MO0727'A NORTH-SOUTH FENCE, 2.3 FEET NORTH OF A REFERENCE POST, 1.4
 MO0727'FOOT EAST OF A NORTH-SOUTH FENCE, SET IN A CONCRETE POST
 MO0727'ABOUT THE SAME ELEVATION AS THE ROAD AND PROJECTING 0.6 FOOT.
 MO0727'THIS BENCH MARK IS 1.15 MILE SOUTHWEST ALONG A DIRT ROAD FROM
 MO0727'THE HALL RANCH HOUSE WHICH IS AT THE SITE OF THE OLD ROCK
 MO0727'CREEK STATION.
 MO0727
 MO0727                          STATION RECOVERY (1983)
 MO0727
 MO0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0022 ***********************************************************************
 MP0022  DESIGNATION -  T 322
 MP0022  PID         -  MP0022
 MP0022  STATE/COUNTY-  WY/CARBON
 MP0022  USGS QUAD   -  COMO EAST (1971)
 MP0022
 MP0022                         *CURRENT SURVEY CONTROL
 MP0022  ___________________________________________________________________
 MP0022* NAD 83(1986)-  41 53 13.     (N)    106 16 55.     (W)     SCALED    
 MP0022* NAVD 88     -      2018.361  (meters)    6621.91   (feet)  ADJUSTED  
 MP0022  ___________________________________________________________________
 MP0022  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 MP0022  DYNAMIC HT  -        2016.631 (meters)    6616.23  (feet)  COMP
 MP0022  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 MP0022
 MP0022  VERT ORDER  -  FIRST     CLASS II
 MP0022
 MP0022.The horizontal coordinates were scaled from a topographic map and have
 MP0022.an estimated accuracy of +/- 6 seconds.
 MP0022
 MP0022.The orthometric height was determined by differential leveling
 MP0022.and adjusted by the National Geodetic Survey in June 1991..
 MP0022
 MP0022.The geoid height was determined by GEOID03.
 MP0022
 MP0022.The dynamic height is computed by dividing the NAVD 88
 MP0022.geopotential number by the normal gravity value computed on the
 MP0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0022.degrees latitude (g = 980.6199 gals.).
 MP0022
 MP0022.The modeled gravity was interpolated from observed gravity values.
 MP0022
 MP0022;                    North         East    Units  Estimated Accuracy
 MP0022;SPC WYEC     -   254,560.      487,260.      MT  (+/- 180 meters Scaled)
 MP0022
 MP0022                          SUPERSEDED SURVEY CONTROL
 MP0022
 MP0022  NGVD 29 (??/??/92) 2017.200  (m)         6618.10   (f) ADJ UNCH    1 2
 MP0022
 MP0022.Superseded values are not recommended for survey control.
 MP0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0022.See file dsdata.txt to determine how the superseded data were derived.
 MP0022
 MP0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG936380(NAD 83)
 MP0022_MARKER: DB = BENCH MARK DISK
 MP0022_SETTING: 66 = SET IN ROCK OUTCROP
 MP0022_SP_SET: SANDSTONE OUTCROP
 MP0022_STAMPING: T 322 1947
 MP0022_MARK LOGO: CGS   
 MP0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0022+STABILITY: POSITION/ELEVATION WELL
 MP0022
 MP0022  HISTORY     - Date     Condition        Report By
 MP0022  HISTORY     - 1947     MONUMENTED       CGS
 MP0022  HISTORY     - 1971     GOOD             USGS
 MP0022  HISTORY     - 1983     GOOD             NGS
 MP0022
 MP0022                          STATION DESCRIPTION
 MP0022
 MP0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0022'4.3 MI W FROM MEDICINE BOW.
 MP0022'4.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0022'MEDICINE BOW, AT THE EAST END OF A HIGH ROCKY BANK WHICH IS ON THE
 MP0022'NORTH SIDE OF THE TRACKS, ACROSS THE TRACKS FROM THE EIGHT TELEPHONE
 MP0022'POLE WEST OF MILE POST NO.627, ACROSS THE TRACKS FROM THE SEVENTH
 MP0022'TELEPHONE POLE WEST OF THE SIGN BOARD AND TELEPHONE BOOTH AT CALVIN
 MP0022'(FORMERLY KNOWN AS ALLEN), 58.5 FEET WEST NORTHWEST OF THE NORTHWEST
 MP0022'CORNER OF BLOCK SIGNAL NO.6271, 30.3 FEET NORTH OF THE NORTH RAIL OF
 MP0022'THE WEST BOUND TRACK OF THE MAIN LINE TRACKS, SET IN THE EXTREME SOUTH
 MP0022'END OF A LARGE SANDSTONE OUTCROP, ABOUT THE SAME ELEVATION AS THE
 MP0022'TRACKS.  NOTE-- THIS SECTION ON THE UNION PACIFIC RAILROAD HAS BEEN
 MP0022'REROUTED AND THE TRACK DISMANTLED.  MARK HAS A TENDENCY TO BE COVERED
 MP0022'WITH SOIL THAT IS ERRODED OFF OF THE HILLSIDE.  MILEAGE IS GOOD ALONG
 MP0022'ABANDONED RR GRADE.
 MP0022
 MP0022                          STATION RECOVERY (1971)
 MP0022
 MP0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0022'RECOVERED IN GOOD CONDITION.
 MP0022
 MP0022                          STATION RECOVERY (1983)
 MP0022
 MP0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0022'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.  A
 MP0022'NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI) WEST ALONG THE UNION PACIFIC
 MP0022'RAILROAD FROM THE STATION IN MEDICINE BOW, THENCE 3.7 KM (2.3 MI)
 MP0022'SOUTHWESTERLY ALONG THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0183 ***********************************************************************
 MP0183  DESIGNATION -  T 323
 MP0183  PID         -  MP0183
 MP0183  STATE/COUNTY-  WY/CARBON
 MP0183  USGS QUAD   -  DANA (1982)
 MP0183
 MP0183                         *CURRENT SURVEY CONTROL
 MP0183  ___________________________________________________________________
 MP0183* NAD 83(1986)-  41 49 49.     (N)    106 39 59.     (W)     SCALED    
 MP0183* NAVD 88     -      2099.287  (meters)    6887.41   (feet)  ADJUSTED  
 MP0183  ___________________________________________________________________
 MP0183  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 MP0183  DYNAMIC HT  -        2097.384 (meters)    6881.17  (feet)  COMP
 MP0183  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 MP0183
 MP0183  VERT ORDER  -  FIRST     CLASS II
 MP0183
 MP0183.The horizontal coordinates were scaled from a topographic map and have
 MP0183.an estimated accuracy of +/- 6 seconds.
 MP0183
 MP0183.The orthometric height was determined by differential leveling
 MP0183.and adjusted by the National Geodetic Survey in June 1991..
 MP0183.WARNING-Repeat measurements at this control monument indicate possible
 MP0183.vertical movement.
 MP0183
 MP0183.The geoid height was determined by GEOID03.
 MP0183
 MP0183.The dynamic height is computed by dividing the NAVD 88
 MP0183.geopotential number by the normal gravity value computed on the
 MP0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0183.degrees latitude (g = 980.6199 gals.).
 MP0183
 MP0183.The modeled gravity was interpolated from observed gravity values.
 MP0183
 MP0183;                    North         East    Units  Estimated Accuracy
 MP0183;SPC WYEC     -   247,940.      455,400.      MT  (+/- 180 meters Scaled)
 MP0183
 MP0183                          SUPERSEDED SURVEY CONTROL
 MP0183
 MP0183  NGVD 29 (06/08/92) 2098.017  (m)         6883.24   (f) ADJUSTED    1 2
 MP0183
 MP0183.Superseded values are not recommended for survey control.
 MP0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0183.See file dsdata.txt to determine how the superseded data were derived.
 MP0183
 MP0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG616322(NAD 83)
 MP0183_MARKER: DB = BENCH MARK DISK
 MP0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0183_STAMPING: T 323 1947
 MP0183_MARK LOGO: CGS   
 MP0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0183+STABILITY: SURFACE MOTION
 MP0183
 MP0183  HISTORY     - Date     Condition        Report By
 MP0183  HISTORY     - 1947     MONUMENTED       CGS
 MP0183  HISTORY     - 1983     GOOD             NGS
 MP0183
 MP0183                          STATION DESCRIPTION
 MP0183
 MP0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0183'6.2 MI W FROM HANNA.
 MP0183'6.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0183'HANNA, AT THE TOP OF A SMALL HILL, 84.3 FEET SOUTHEAST OF AN IRON
 MP0183'RELAY SWITCH BOX, 83.2 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND
 MP0183'TRACK OF THE MAIN LINE TRACKS, 19.0 FEET SOUTHWEST OF THE FOURTEENTH
 MP0183'TELEPHONE POLE WEST OF MILE POST NO.649, 3.3 FEET EAST OF A REFERENCE
 MP0183'POST, 1.8 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, SET IN A
 MP0183'CONCRETE POST ABOUT 6 FEET BELOW THE TRACKS AND PROJECTING 0.8 FOOT.
 MP0183
 MP0183                          STATION RECOVERY (1983)
 MP0183
 MP0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0183'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.0 KM
 MP0183'(6.2 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MP0183'HANNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0181 ***********************************************************************
 OW0181  DESIGNATION -  T 326
 OW0181  PID         -  OW0181
 OW0181  STATE/COUNTY-  WY/WASHAKIE
 OW0181  USGS QUAD   -  CHIMNEY GULCH (1985)
 OW0181
 OW0181                         *CURRENT SURVEY CONTROL
 OW0181  ___________________________________________________________________
 OW0181* NAD 83(1986)-  43 52 32.     (N)    108 08 28.     (W)     SCALED    
 OW0181* NAVD 88     -      1296.141  (meters)    4252.42   (feet)  ADJUSTED  
 OW0181  ___________________________________________________________________
 OW0181  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 OW0181  DYNAMIC HT  -        1295.484 (meters)    4250.27  (feet)  COMP
 OW0181  MODELED GRAV-     980,068.0   (mgal)                       NAVD 88
 OW0181
 OW0181  VERT ORDER  -  FIRST     CLASS II
 OW0181
 OW0181.The horizontal coordinates were scaled from a topographic map and have
 OW0181.an estimated accuracy of +/- 6 seconds.
 OW0181
 OW0181.The orthometric height was determined by differential leveling
 OW0181.and adjusted by the National Geodetic Survey in June 1991..
 OW0181
 OW0181.The geoid height was determined by GEOID03.
 OW0181
 OW0181.The dynamic height is computed by dividing the NAVD 88
 OW0181.geopotential number by the normal gravity value computed on the
 OW0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0181.degrees latitude (g = 980.6199 gals.).
 OW0181
 OW0181.The modeled gravity was interpolated from observed gravity values.
 OW0181
 OW0181;                    North         East    Units  Estimated Accuracy
 OW0181;SPC WYEC     -   475,240.      335,080.      MT  (+/- 180 meters Scaled)
 OW0181
 OW0181                          SUPERSEDED SURVEY CONTROL
 OW0181
 OW0181  NGVD 29 (06/08/92) 1295.313  (m)         4249.71   (f) ADJUSTED    1 2
 OW0181
 OW0181.Superseded values are not recommended for survey control.
 OW0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0181.See file dsdata.txt to determine how the superseded data were derived.
 OW0181
 OW0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP296620(NAD 83)
 OW0181_MARKER: I = METAL ROD
 OW0181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0181_SP_SET: STAINLESS STEEL ROD
 OW0181_STAMPING: T 326 1982
 OW0181_MARK LOGO: NGS   
 OW0181_PROJECTION: FLUSH
 OW0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0181_ROD/PIPE-DEPTH: 5.8  meters
 OW0181
 OW0181  HISTORY     - Date     Condition        Report By
 OW0181  HISTORY     - 1982     MONUMENTED       NGS
 OW0181
 OW0181                          STATION DESCRIPTION
 OW0181
 OW0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0181'22.7 KM (14.1 MI) SW FROM WORLAND.
 OW0181'22.7 KM (14.1 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 OW0181'JUNCTION WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 30.0
 OW0181'METERS (98.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 8.0
 OW0181'METERS (26.2 FT) SOUTHWEST OF THE CENTER OF CHUKAR DRIVE (COUNTY ROAD
 OW0181'2340).  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0181'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 OW0181'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0214 ***********************************************************************
 OW0214  DESIGNATION -  T 327
 OW0214  PID         -  OW0214
 OW0214  STATE/COUNTY-  WY/HOT SPRINGS
 OW0214  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0214
 OW0214                         *CURRENT SURVEY CONTROL
 OW0214  ___________________________________________________________________
 OW0214* NAD 83(1986)-  43 30 40.     (N)    108 10 50.     (W)     SCALED    
 OW0214* NAVD 88     -      1382.534  (meters)    4535.86   (feet)  ADJUSTED  
 OW0214  ___________________________________________________________________
 OW0214  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 OW0214  DYNAMIC HT  -        1381.761 (meters)    4533.33  (feet)  COMP
 OW0214  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 OW0214
 OW0214  VERT ORDER  -  FIRST     CLASS II
 OW0214
 OW0214.The horizontal coordinates were scaled from a topographic map and have
 OW0214.an estimated accuracy of +/- 6 seconds.
 OW0214
 OW0214.The orthometric height was determined by differential leveling
 OW0214.and adjusted by the National Geodetic Survey in June 1991..
 OW0214
 OW0214.The geoid height was determined by GEOID03.
 OW0214
 OW0214.The dynamic height is computed by dividing the NAVD 88
 OW0214.geopotential number by the normal gravity value computed on the
 OW0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0214.degrees latitude (g = 980.6199 gals.).
 OW0214
 OW0214.The modeled gravity was interpolated from observed gravity values.
 OW0214
 OW0214;                    North         East    Units  Estimated Accuracy
 OW0214;SPC WYWC     -   334,590.      646,040.      MT  (+/- 180 meters Scaled)
 OW0214
 OW0214                          SUPERSEDED SURVEY CONTROL
 OW0214
 OW0214  NGVD 29 (06/08/92) 1381.648  (m)         4532.96   (f) ADJUSTED    1 2
 OW0214
 OW0214.Superseded values are not recommended for survey control.
 OW0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0214.See file dsdata.txt to determine how the superseded data were derived.
 OW0214
 OW0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP278214(NAD 83)
 OW0214_MARKER: DB = BENCH MARK DISK
 OW0214_SETTING: 66 = SET IN ROCK OUTCROP
 OW0214_SP_SET: ROCK OUTCROP
 OW0214_STAMPING: T 327 1982
 OW0214_MARK LOGO: NGS   
 OW0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0214+STABILITY: POSITION/ELEVATION WELL
 OW0214
 OW0214  HISTORY     - Date     Condition        Report By
 OW0214  HISTORY     - 1982     MONUMENTED       NGS
 OW0214
 OW0214                          STATION DESCRIPTION
 OW0214
 OW0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0214'17.6 KM (10.95 MI) SOUT FROM THERMOPOLIS.
 OW0214'17.6 KM (10.95 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0214'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 0.6 KM (0.35 MI) SOUTH OF
 OW0214'MILEPOST 122 AND 20.0 METERS (65.6 FT) NORTHEAST OF THE CENTERLINE OF
 OW0214'THE HIGHWAY.
 OW0214'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 OW0214'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0258 ***********************************************************************
 PX0258  DESIGNATION -  T 328
 PX0258  PID         -  PX0258
 PX0258  STATE/COUNTY-  WY/BIG HORN
 PX0258  USGS QUAD   -  LOVELL (1978)
 PX0258
 PX0258                         *CURRENT SURVEY CONTROL
 PX0258  ___________________________________________________________________
 PX0258* NAD 83(1986)-  44 50 50.     (N)    108 26 41.     (W)     SCALED    
 PX0258* NAVD 88     -      1191.398  (meters)    3908.78   (feet)  ADJUSTED  
 PX0258  ___________________________________________________________________
 PX0258  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 PX0258  DYNAMIC HT  -        1190.945 (meters)    3907.29  (feet)  COMP
 PX0258  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 PX0258
 PX0258  VERT ORDER  -  FIRST     CLASS II
 PX0258
 PX0258.The horizontal coordinates were scaled from a topographic map and have
 PX0258.an estimated accuracy of +/- 6 seconds.
 PX0258
 PX0258.The orthometric height was determined by differential leveling
 PX0258.and adjusted by the National Geodetic Survey in June 1991..
 PX0258
 PX0258.The geoid height was determined by GEOID03.
 PX0258
 PX0258.The dynamic height is computed by dividing the NAVD 88
 PX0258.geopotential number by the normal gravity value computed on the
 PX0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0258.degrees latitude (g = 980.6199 gals.).
 PX0258
 PX0258.The modeled gravity was interpolated from observed gravity values.
 PX0258
 PX0258;                    North         East    Units  Estimated Accuracy
 PX0258;SPC WYEC     -   583,490.      312,140.      MT  (+/- 180 meters Scaled)
 PX0258
 PX0258                          SUPERSEDED SURVEY CONTROL
 PX0258
 PX0258  NGVD 29 (06/08/92) 1190.541  (m)         3905.97   (f) ADJUSTED    1 2
 PX0258
 PX0258.Superseded values are not recommended for survey control.
 PX0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0258.See file dsdata.txt to determine how the superseded data were derived.
 PX0258
 PX0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ019691(NAD 83)
 PX0258_MARKER: DB = BENCH MARK DISK
 PX0258_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PX0258_SP_SET: ABUTMENT
 PX0258_STAMPING: T 328 1982
 PX0258_MARK LOGO: NGS   
 PX0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0258
 PX0258  HISTORY     - Date     Condition        Report By
 PX0258  HISTORY     - 1982     MONUMENTED       NGS
 PX0258
 PX0258                          STATION DESCRIPTION
 PX0258
 PX0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0258'4.9 KM (3.05 MI) NW FROM LOVELL.
 PX0258'4.9 KM (3.05 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0258'JUNCTION WITH NEVADA STREET IN LOVELL, IN TOP OF AND 0.1 METER (0.3
 PX0258'FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY
 PX0258'BRIDGE OVERPASSING SAGE CREEK AND 5.0 METERS (16.4 FT) WEST OF THE
 PX0258'CENTERLINE OF THE HIGHWAY.
 PX0258'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0289 ***********************************************************************
 PX0289  DESIGNATION -  T 329
 PX0289  PID         -  PX0289
 PX0289  STATE/COUNTY-  WY/BIG HORN
 PX0289  USGS QUAD   -  SHEEP CANYON (1966)
 PX0289
 PX0289                         *CURRENT SURVEY CONTROL
 PX0289  ___________________________________________________________________
 PX0289* NAD 83(1986)-  44 30 31.     (N)    108 09 02.     (W)     SCALED    
 PX0289* NAVD 88     -      1226.245  (meters)    4023.11   (feet)  ADJUSTED  
 PX0289  ___________________________________________________________________
 PX0289  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 PX0289  DYNAMIC HT  -        1225.723 (meters)    4021.39  (feet)  COMP
 PX0289  MODELED GRAV-     980,149.8   (mgal)                       NAVD 88
 PX0289
 PX0289  VERT ORDER  -  FIRST     CLASS II
 PX0289
 PX0289.The horizontal coordinates were scaled from a topographic map and have
 PX0289.an estimated accuracy of +/- 6 seconds.
 PX0289
 PX0289.The orthometric height was determined by differential leveling
 PX0289.and adjusted by the National Geodetic Survey in June 1991..
 PX0289
 PX0289.The geoid height was determined by GEOID03.
 PX0289
 PX0289.The dynamic height is computed by dividing the NAVD 88
 PX0289.geopotential number by the normal gravity value computed on the
 PX0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0289.degrees latitude (g = 980.6199 gals.).
 PX0289
 PX0289.The modeled gravity was interpolated from observed gravity values.
 PX0289
 PX0289;                    North         East    Units  Estimated Accuracy
 PX0289;SPC WYEC     -   545,590.      335,020.      MT  (+/- 180 meters Scaled)
 PX0289
 PX0289                          SUPERSEDED SURVEY CONTROL
 PX0289
 PX0289  NGVD 29 (06/08/92) 1225.417  (m)         4020.39   (f) ADJUSTED    1 2
 PX0289
 PX0289.Superseded values are not recommended for survey control.
 PX0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0289.See file dsdata.txt to determine how the superseded data were derived.
 PX0289
 PX0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ264323(NAD 83)
 PX0289_MARKER: I = METAL ROD
 PX0289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0289_SP_SET: STAINLESS STEEL ROD
 PX0289_STAMPING: T 329 1982
 PX0289_MARK LOGO: NGS   
 PX0289_PROJECTION: FLUSH
 PX0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0289_ROD/PIPE-DEPTH: 6.1  meters
 PX0289
 PX0289  HISTORY     - Date     Condition        Report By
 PX0289  HISTORY     - 1982     MONUMENTED       NGS
 PX0289
 PX0289                          STATION DESCRIPTION
 PX0289
 PX0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0289'45.2 KM (28.1 MI) SE FROM LOVELL.
 PX0289'43.8 KM (27.2 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0289'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 1.4 KM (0.85 MI) WEST
 PX0289'ALONG U. S. HIGHWAY 20, 0.3 KM (0.2 MI) WEST OF MILEPOST 100 AND 22.2
 PX0289'METERS (72.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS
 PX0289'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0289'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 PX0289'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0004 ***********************************************************************
 OV0004  DESIGNATION -  T 33
 OV0004  PID         -  OV0004
 OV0004  STATE/COUNTY-  WY/JOHNSON
 OV0004  USGS QUAD   -  LINCH (1973)
 OV0004
 OV0004                         *CURRENT SURVEY CONTROL
 OV0004  ___________________________________________________________________
 OV0004* NAD 83(1986)-  43 34 02.     (N)    106 08 54.     (W)     SCALED    
 OV0004* NAVD 88     -      1555.524  (meters)    5103.41   (feet)  ADJUSTED  
 OV0004  ___________________________________________________________________
 OV0004  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 OV0004  DYNAMIC HT  -        1554.657 (meters)    5100.57  (feet)  COMP
 OV0004  MODELED GRAV-     980,007.6   (mgal)                       NAVD 88
 OV0004  OBS GRAVITY -     980,007.6   (mgal)                       GRAV_OBS
 OV0004
 OV0004  VERT ORDER  -  FIRST     CLASS II
 OV0004
 OV0004.The horizontal coordinates were scaled from a topographic map and have
 OV0004.an estimated accuracy of +/- 6 seconds.
 OV0004
 OV0004.The orthometric height was determined by differential leveling
 OV0004.and adjusted by the National Geodetic Survey in June 1991..
 OV0004
 OV0004.The geoid height was determined by GEOID03.
 OV0004
 OV0004.The dynamic height is computed by dividing the NAVD 88
 OV0004.geopotential number by the normal gravity value computed on the
 OV0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0004.degrees latitude (g = 980.6199 gals.).
 OV0004
 OV0004.The modeled gravity was interpolated from observed gravity values.
 OV0004.The observed gravity was obtained from relative gravimeter ties
 OV0004.to the IGSN71 gravity network.
 OV0004
 OV0004;                    North         East    Units  Estimated Accuracy
 OV0004;SPC WYEC     -   441,350.      495,730.      MT  (+/- 180 meters Scaled)
 OV0004
 OV0004                          SUPERSEDED SURVEY CONTROL
 OV0004
 OV0004  NGVD 29 (??/??/92) 1554.703  (m)         5100.72   (f) ADJ UNCH    1 2
 OV0004
 OV0004.Superseded values are not recommended for survey control.
 OV0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0004.See file dsdata.txt to determine how the superseded data were derived.
 OV0004
 OV0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ072244(NAD 83)
 OV0004_MARKER: DB = BENCH MARK DISK
 OV0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0004_SP_SET: CONCRETE POST
 OV0004_STAMPING: T 33 1933
 OV0004_MARK LOGO: CGS   
 OV0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0004+STABILITY: SURFACE MOTION
 OV0004
 OV0004  HISTORY     - Date     Condition        Report By
 OV0004  HISTORY     - 1933     MONUMENTED       CGS
 OV0004  HISTORY     - 1985     GOOD             NGS
 OV0004
 OV0004                          STATION DESCRIPTION
 OV0004
 OV0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0004'17.0 MI NE FROM MIDWEST.
 OV0004'IN JOHNSON COUNTY, 17.0 MILES NORTHEAST ALONG THE PINE TREE ROAD (OLD
 OV0004'STATE HIGHWAY 316) FROM THE AMERICAN LEGION SQUARE AT MIDWEST, NATRONA
 OV0004'COUNTY, 106 FEET SOUTHWEST OF MEADOW CREEK SCHOOL, AND 43 FEET EAST OF
 OV0004'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED T 33 1933 AND
 OV0004'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OV0004
 OV0004                          STATION RECOVERY (1985)
 OV0004
 OV0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0004'RECOVERED IN GOOD CONDITION.  EXCEPT HIGHWAY DESCRIBED IS NOW
 OV0004'ABANDONED AND SERVES AS A RANCH ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0237 ***********************************************************************
 OW0237  DESIGNATION -  T 330
 OW0237  PID         -  OW0237
 OW0237  STATE/COUNTY-  WY/FREMONT
 OW0237  USGS QUAD   -  SHOSHONI (1951)
 OW0237
 OW0237                         *CURRENT SURVEY CONTROL
 OW0237  ___________________________________________________________________
 OW0237* NAD 83(1986)-  43 13 24.     (N)    108 01 00.     (W)     SCALED    
 OW0237* NAVD 88     -      1508.889  (meters)    4950.41   (feet)  ADJUSTED  
 OW0237  ___________________________________________________________________
 OW0237  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 OW0237  DYNAMIC HT  -        1507.935 (meters)    4947.28  (feet)  COMP
 OW0237  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 OW0237
 OW0237  VERT ORDER  -  FIRST     CLASS II
 OW0237
 OW0237.The horizontal coordinates were scaled from a topographic map and have
 OW0237.an estimated accuracy of +/- 6 seconds.
 OW0237
 OW0237.The orthometric height was determined by differential leveling
 OW0237.and adjusted by the National Geodetic Survey in June 1991..
 OW0237
 OW0237.The geoid height was determined by GEOID03.
 OW0237
 OW0237.The dynamic height is computed by dividing the NAVD 88
 OW0237.geopotential number by the normal gravity value computed on the
 OW0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0237.degrees latitude (g = 980.6199 gals.).
 OW0237
 OW0237.The modeled gravity was interpolated from observed gravity values.
 OW0237
 OW0237;                    North         East    Units  Estimated Accuracy
 OW0237;SPC WYWC     -   302,730.      659,580.      MT  (+/- 180 meters Scaled)
 OW0237
 OW0237                          SUPERSEDED SURVEY CONTROL
 OW0237
 OW0237  NGVD 29 (06/08/92) 1507.917  (m)         4947.22   (f) ADJUSTED    1 2
 OW0237
 OW0237.Superseded values are not recommended for survey control.
 OW0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0237.See file dsdata.txt to determine how the superseded data were derived.
 OW0237
 OW0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN422899(NAD 83)
 OW0237_MARKER: I = METAL ROD
 OW0237_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0237_SP_SET: STAINLESS STEEL ROD
 OW0237_STAMPING: T 330 1982
 OW0237_MARK LOGO: NGS   
 OW0237_PROJECTION: FLUSH
 OW0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0237_ROD/PIPE-DEPTH: 7.9  meters
 OW0237
 OW0237  HISTORY     - Date     Condition        Report By
 OW0237  HISTORY     - 1982     MONUMENTED       NGS
 OW0237
 OW0237                          STATION DESCRIPTION
 OW0237
 OW0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0237'7.9 KM (4.9 MI) EAST FROM SHOSHONI.
 OW0237'7.9 KM (4.9 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH
 OW0237'U. S. HIGHWAY 26 IN SHOSHONI, 0.2 KM (0.1 MI) WEST OF MILEPOST 96,
 OW0237'45.4 METERS (148.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 35.1
 OW0237'METERS (115.2 FT) SOUTHEAST OF THE CENTER OF THE SOUTH END OF A
 OW0237'CONCRETE PIPE CULVERT.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 OW0237'5-INCH LOGO CAP.
 OW0237'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OW0237'THE MARK IS 1.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0231 ***********************************************************************
 OV0231  DESIGNATION -  T 331
 OV0231  PID         -  OV0231
 OV0231  STATE/COUNTY-  WY/FREMONT
 OV0231  USGS QUAD   -  MADDEN (1952)
 OV0231
 OV0231                         *CURRENT SURVEY CONTROL
 OV0231  ___________________________________________________________________
 OV0231* NAD 83(1986)-  43 08 32.     (N)    107 31 20.     (W)     SCALED    
 OV0231* NAVD 88     -      1751.375  (meters)    5745.97   (feet)  ADJUSTED  
 OV0231  ___________________________________________________________________
 OV0231  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 OV0231  DYNAMIC HT  -        1750.180 (meters)    5742.05  (feet)  COMP
 OV0231  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 OV0231
 OV0231  VERT ORDER  -  FIRST     CLASS II
 OV0231
 OV0231.The horizontal coordinates were scaled from a topographic map and have
 OV0231.an estimated accuracy of +/- 6 seconds.
 OV0231
 OV0231.The orthometric height was determined by differential leveling
 OV0231.and adjusted by the National Geodetic Survey in June 1991..
 OV0231
 OV0231.The geoid height was determined by GEOID03.
 OV0231
 OV0231.The dynamic height is computed by dividing the NAVD 88
 OV0231.geopotential number by the normal gravity value computed on the
 OV0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0231.degrees latitude (g = 980.6199 gals.).
 OV0231
 OV0231.The modeled gravity was interpolated from observed gravity values.
 OV0231
 OV0231;                    North         East    Units  Estimated Accuracy
 OV0231;SPC WYWC     -   294,190.      699,880.      MT  (+/- 180 meters Scaled)
 OV0231
 OV0231                          SUPERSEDED SURVEY CONTROL
 OV0231
 OV0231  NGVD 29 (06/08/92) 1750.342  (m)         5742.58   (f) ADJUSTED    1 2
 OV0231
 OV0231.Superseded values are not recommended for survey control.
 OV0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0231.See file dsdata.txt to determine how the superseded data were derived.
 OV0231
 OV0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH948796(NAD 83)
 OV0231_MARKER: I = METAL ROD
 OV0231_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0231+WITH SETTING: INFORMATION.
 OV0231_SP_SET: SHALLOW SET METAL ROD
 OV0231_STAMPING: T 331 1982
 OV0231_MARK LOGO: NGS   
 OV0231_PROJECTION: FLUSH
 OV0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0231_ROD/PIPE-DEPTH: 2.1  meters
 OV0231
 OV0231  HISTORY     - Date     Condition        Report By
 OV0231  HISTORY     - 1982     MONUMENTED       NGS
 OV0231
 OV0231                          STATION DESCRIPTION
 OV0231
 OV0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0231'28.8 KM (17.9 MI) WEST FROM WALTMAN.
 OV0231'28.8 KM (17.9 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0231'WITH COUNTY ROAD 104 AND 212 IN WALTMAN, 0.9 KM (0.55 MI) WEST OF
 OV0231'MILEPOST 68 AND 92.0 METERS (301.8 FT) NORTH OF THE CENTERLINE OF THE
 OV0231'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM
 OV0231'POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0231'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OV0231'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0283 ***********************************************************************
 NR0283  DESIGNATION -  T 332
 NR0283  PID         -  NR0283
 NR0283  STATE/COUNTY-  WY/NATRONA
 NR0283  USGS QUAD   -  INDEPENDENCE ROCK (1981)
 NR0283
 NR0283                         *CURRENT SURVEY CONTROL
 NR0283  ___________________________________________________________________
 NR0283* NAD 83(1986)-  42 28 27.     (N)    107 09 08.     (W)     SCALED    
 NR0283* NAVD 88     -      1818.853  (meters)    5967.35   (feet)  ADJUSTED  
 NR0283  ___________________________________________________________________
 NR0283  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 NR0283  DYNAMIC HT  -        1817.616 (meters)    5963.30  (feet)  COMP
 NR0283  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 NR0283
 NR0283  VERT ORDER  -  FIRST     CLASS II
 NR0283
 NR0283.The horizontal coordinates were scaled from a topographic map and have
 NR0283.an estimated accuracy of +/- 6 seconds.
 NR0283
 NR0283.The orthometric height was determined by differential leveling
 NR0283.and adjusted by the National Geodetic Survey in June 1991..
 NR0283
 NR0283.The geoid height was determined by GEOID03.
 NR0283
 NR0283.The dynamic height is computed by dividing the NAVD 88
 NR0283.geopotential number by the normal gravity value computed on the
 NR0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0283.degrees latitude (g = 980.6199 gals.).
 NR0283
 NR0283.The modeled gravity was interpolated from observed gravity values.
 NR0283
 NR0283;                    North         East    Units  Estimated Accuracy
 NR0283;SPC WYEC     -   319,260.      414,890.      MT  (+/- 180 meters Scaled)
 NR0283
 NR0283                          SUPERSEDED SURVEY CONTROL
 NR0283
 NR0283  NGVD 29 (06/08/92) 1817.925  (m)         5964.31   (f) ADJUSTED    1 2
 NR0283
 NR0283.Superseded values are not recommended for survey control.
 NR0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0283.See file dsdata.txt to determine how the superseded data were derived.
 NR0283
 NR0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH230046(NAD 83)
 NR0283_MARKER: I = METAL ROD
 NR0283_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0283_SP_SET: STAINLESS STEEL ROD
 NR0283_STAMPING: T 332 1982
 NR0283_MARK LOGO: NGS   
 NR0283_PROJECTION: FLUSH
 NR0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0283_ROD/PIPE-DEPTH: 7.6  meters
 NR0283
 NR0283  HISTORY     - Date     Condition        Report By
 NR0283  HISTORY     - 1982     MONUMENTED       NGS
 NR0283
 NR0283                          STATION DESCRIPTION
 NR0283
 NR0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0283'27.7 KM (17.2 MI) NE FROM MUDDY GAP.
 NR0283'27.7 KM (17.2 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0283'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0283'0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 61, 44.8 METERS (147.0 FT)
 NR0283'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 5.8 METERS (19.0 FT)
 NR0283'NORTHEAST OF THE CENTER OF A GRAVELED FIELD ENTRANCE.  NOTE, ACCESS TO
 NR0283'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0283'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0283'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0426 ***********************************************************************
 PW0426  DESIGNATION -  T 333
 PW0426  PID         -  PW0426
 PW0426  STATE/COUNTY-  WY/BIG HORN
 PW0426  USGS QUAD   -  RAIRDEN (1978)
 PW0426
 PW0426                         *CURRENT SURVEY CONTROL
 PW0426  ___________________________________________________________________
 PW0426* NAD 83(1986)-  44 12 31.     (N)    107 54 16.     (W)     SCALED    
 PW0426* NAVD 88     -      1205.782  (meters)    3955.97   (feet)  ADJUSTED  
 PW0426  ___________________________________________________________________
 PW0426  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 PW0426  DYNAMIC HT  -        1205.256 (meters)    3954.24  (feet)  COMP
 PW0426  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 PW0426  OBS GRAVITY -     980,140.6   (mgal)                       GRAV_OBS
 PW0426
 PW0426  VERT ORDER  -  FIRST     CLASS II
 PW0426
 PW0426.The horizontal coordinates were scaled from a topographic map and have
 PW0426.an estimated accuracy of +/- 6 seconds.
 PW0426
 PW0426.The orthometric height was determined by differential leveling
 PW0426.and adjusted by the National Geodetic Survey in June 1991..
 PW0426
 PW0426.The geoid height was determined by GEOID03.
 PW0426
 PW0426.The dynamic height is computed by dividing the NAVD 88
 PW0426.geopotential number by the normal gravity value computed on the
 PW0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0426.degrees latitude (g = 980.6199 gals.).
 PW0426
 PW0426.The modeled gravity was interpolated from observed gravity values.
 PW0426.The observed gravity was obtained from relative gravimeter ties
 PW0426.to the IGSN71 gravity network.
 PW0426
 PW0426;                    North         East    Units  Estimated Accuracy
 PW0426;SPC WYEC     -   512,090.      354,360.      MT  (+/- 180 meters Scaled)
 PW0426
 PW0426                          SUPERSEDED SURVEY CONTROL
 PW0426
 PW0426  NGVD 29 (06/08/92) 1204.993  (m)         3953.38   (f) ADJUSTED    1 2
 PW0426
 PW0426.Superseded values are not recommended for survey control.
 PW0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0426.See file dsdata.txt to determine how the superseded data were derived.
 PW0426
 PW0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ679991(NAD 83)
 PW0426_MARKER: I = METAL ROD
 PW0426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0426_SP_SET: STAINLESS STEEL ROD
 PW0426_STAMPING: T 333 1982
 PW0426_MARK LOGO: NGS   
 PW0426_PROJECTION: FLUSH
 PW0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0426_ROD/PIPE-DEPTH: 8.5  meters
 PW0426
 PW0426  HISTORY     - Date     Condition        Report By
 PW0426  HISTORY     - 1982     MONUMENTED       NGS
 PW0426
 PW0426                          STATION DESCRIPTION
 PW0426
 PW0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0426'22.4 KM (13.9 MI) NORTH FROM WORLAND.
 PW0426'22.4 KM (13.9 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0426'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.8 KM (0.5
 PW0426'MI) NORTH OF MILEPOST 179, 0.1 KM (0.05 MI) SOUTH OF THE JUNCTION OF
 PW0426'COUNTY ROAD 34, 37.8 METERS (124.0 FT) WEST OF THE CENTERLINE OF THE
 PW0426'HIGHWAY AND 8.3 METERS (27.2 FT) NORTH OF A FENCE CORNER.  NOTE=ACCESS
 PW0426'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PW0426'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 PW0426'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0220 ***********************************************************************
 NR0220  DESIGNATION -  T 334
 NR0220  PID         -  NR0220
 NR0220  STATE/COUNTY-  WY/NATRONA
 NR0220  USGS QUAD   -  EMIGRANT GAP NE (1984)
 NR0220
 NR0220                         *CURRENT SURVEY CONTROL
 NR0220  ___________________________________________________________________
 NR0220* NAD 83(1986)-  42 55 06.     (N)    106 32 40.     (W)     SCALED    
 NR0220* NAVD 88     -      1648.310  (meters)    5407.83   (feet)  ADJUSTED  
 NR0220  ___________________________________________________________________
 NR0220  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0220  DYNAMIC HT  -        1647.282 (meters)    5404.46  (feet)  COMP
 NR0220  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 NR0220
 NR0220  VERT ORDER  -  FIRST     CLASS II
 NR0220
 NR0220.The horizontal coordinates were scaled from a topographic map and have
 NR0220.an estimated accuracy of +/- 6 seconds.
 NR0220
 NR0220.The orthometric height was determined by differential leveling
 NR0220.and adjusted by the National Geodetic Survey in June 1991..
 NR0220
 NR0220.The geoid height was determined by GEOID03.
 NR0220
 NR0220.The dynamic height is computed by dividing the NAVD 88
 NR0220.geopotential number by the normal gravity value computed on the
 NR0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0220.degrees latitude (g = 980.6199 gals.).
 NR0220
 NR0220.The modeled gravity was interpolated from observed gravity values.
 NR0220
 NR0220;                    North         East    Units  Estimated Accuracy
 NR0220;SPC WYEC     -   368,880.      464,410.      MT  (+/- 180 meters Scaled)
 NR0220
 NR0220                          SUPERSEDED SURVEY CONTROL
 NR0220
 NR0220  NGVD 29 (06/08/92) 1647.426  (m)         5404.93   (f) ADJUSTED    1 2
 NR0220
 NR0220.Superseded values are not recommended for survey control.
 NR0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0220.See file dsdata.txt to determine how the superseded data were derived.
 NR0220
 NR0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH739529(NAD 83)
 NR0220_MARKER: I = METAL ROD
 NR0220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0220_SP_SET: STAINLESS STEEL ROD
 NR0220_STAMPING: T 334 1982
 NR0220_MARK LOGO: NGS   
 NR0220_PROJECTION: FLUSH
 NR0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0220_ROD/PIPE-DEPTH: 7.6  meters
 NR0220
 NR0220  HISTORY     - Date     Condition        Report By
 NR0220  HISTORY     - 1982     MONUMENTED       NGS
 NR0220
 NR0220                          STATION DESCRIPTION
 NR0220
 NR0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0220'18.1 KM (11.25 MI) NW FROM CASPER.
 NR0220'18.1 KM (11.25 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0220'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 0.7 KM (0.45 MI)
 NR0220'NORTHWEST OF MILEPOST 14, 22.7 METERS (74.5 FT) SOUTHWEST OF THE
 NR0220'CENTERLINE OF THE HIGHWAY AND 7.2 METERS (23.6 FT) SOUTHEAST OF THE
 NR0220'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 NR0220'A 5-INCH LOGO CAP.
 NR0220'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 NR0220'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0243 ***********************************************************************
 NR0243  DESIGNATION -  T 335
 NR0243  PID         -  NR0243
 NR0243  STATE/COUNTY-  WY/NATRONA
 NR0243  USGS QUAD   -  GOOSE EGG (1984)
 NR0243
 NR0243                         *CURRENT SURVEY CONTROL
 NR0243  ___________________________________________________________________
 NR0243* NAD 83(1986)-  42 46 19.     (N)    106 27 48.     (W)     SCALED    
 NR0243* NAVD 88     -      1669.833  (meters)    5478.44   (feet)  ADJUSTED  
 NR0243  ___________________________________________________________________
 NR0243  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NR0243  DYNAMIC HT  -        1668.767 (meters)    5474.95  (feet)  COMP
 NR0243  MODELED GRAV-     979,922.9   (mgal)                       NAVD 88
 NR0243
 NR0243  VERT ORDER  -  FIRST     CLASS II
 NR0243
 NR0243.The horizontal coordinates were scaled from a topographic map and have
 NR0243.an estimated accuracy of +/- 6 seconds.
 NR0243
 NR0243.The orthometric height was determined by differential leveling
 NR0243.and adjusted by the National Geodetic Survey in June 1991..
 NR0243
 NR0243.The geoid height was determined by GEOID03.
 NR0243
 NR0243.The dynamic height is computed by dividing the NAVD 88
 NR0243.geopotential number by the normal gravity value computed on the
 NR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0243.degrees latitude (g = 980.6199 gals.).
 NR0243
 NR0243.The modeled gravity was interpolated from observed gravity values.
 NR0243
 NR0243;                    North         East    Units  Estimated Accuracy
 NR0243;SPC WYEC     -   352,690.      471,200.      MT  (+/- 180 meters Scaled)
 NR0243
 NR0243                          SUPERSEDED SURVEY CONTROL
 NR0243
 NR0243  NGVD 29 (06/08/92) 1668.945  (m)         5475.53   (f) ADJUSTED    1 2
 NR0243
 NR0243.Superseded values are not recommended for survey control.
 NR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0243.See file dsdata.txt to determine how the superseded data were derived.
 NR0243
 NR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH802365(NAD 83)
 NR0243_MARKER: DB = BENCH MARK DISK
 NR0243_SETTING: 66 = SET IN ROCK OUTCROP
 NR0243_SP_SET: ROCK OUTCROP
 NR0243_STAMPING: T 335 1982
 NR0243_MARK LOGO: NGS   
 NR0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0243+STABILITY: POSITION/ELEVATION WELL
 NR0243
 NR0243  HISTORY     - Date     Condition        Report By
 NR0243  HISTORY     - 1982     MONUMENTED       NGS
 NR0243
 NR0243                          STATION DESCRIPTION
 NR0243
 NR0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0243'9.9 KM (6.15 MI) SW FROM CASPER.
 NR0243'9.9 KM (6.15 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0243'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN THE CENTER OF A 30 BY 60
 NR0243'FT. EXPOSED AREA OF OUTCROPPING BEDROCK, 32.6 METERS (107.0 FT)
 NR0243'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 22.9 METERS (75.1 FT)
 NR0243'NORTHEAST OF THE CENTER OF A PAVED ROAD, 3.0 METERS (9.8 FT) EAST OF
 NR0243'THE WEST EDGE OF THE OUTCORP.
 NR0243'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 NR0243'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0308 ***********************************************************************
 NR0308  DESIGNATION -  T 336
 NR0308  PID         -  NR0308
 NR0308  STATE/COUNTY-  WY/CARBON
 NR0308  USGS QUAD   -  LAMONT (1981)
 NR0308
 NR0308                         *CURRENT SURVEY CONTROL
 NR0308  ___________________________________________________________________
 NR0308* NAD 83(1986)-  42 12 14.     (N)    107 27 47.     (W)     SCALED    
 NR0308* NAVD 88     -      2008.243  (meters)    6588.71   (feet)  ADJUSTED  
 NR0308  ___________________________________________________________________
 NR0308  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NR0308  DYNAMIC HT  -        2006.629 (meters)    6583.42  (feet)  COMP
 NR0308  MODELED GRAV-     979,746.7   (mgal)                       NAVD 88
 NR0308
 NR0308  VERT ORDER  -  FIRST     CLASS II
 NR0308
 NR0308.The horizontal coordinates were scaled from a topographic map and have
 NR0308.an estimated accuracy of +/- 6 seconds.
 NR0308
 NR0308.The orthometric height was determined by differential leveling
 NR0308.and adjusted by the National Geodetic Survey in June 1991..
 NR0308
 NR0308.The geoid height was determined by GEOID03.
 NR0308
 NR0308.The dynamic height is computed by dividing the NAVD 88
 NR0308.geopotential number by the normal gravity value computed on the
 NR0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0308.degrees latitude (g = 980.6199 gals.).
 NR0308
 NR0308.The modeled gravity was interpolated from observed gravity values.
 NR0308
 NR0308;                    North         East    Units  Estimated Accuracy
 NR0308;SPC WYEC     -   289,230.      389,290.      MT  (+/- 180 meters Scaled)
 NR0308
 NR0308                          SUPERSEDED SURVEY CONTROL
 NR0308
 NR0308  NGVD 29 (06/08/92) 2007.121  (m)         6585.03   (f) ADJUSTED    1 2
 NR0308
 NR0308.Superseded values are not recommended for survey control.
 NR0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0308.See file dsdata.txt to determine how the superseded data were derived.
 NR0308
 NR0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG966753(NAD 83)
 NR0308_MARKER: I = METAL ROD
 NR0308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0308_SP_SET: STAINLESS STEEL ROD
 NR0308_STAMPING: T 336 1982
 NR0308_MARK LOGO: NGS   
 NR0308_PROJECTION: FLUSH
 NR0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0308_ROD/PIPE-DEPTH: 11.3 meters
 NR0308
 NR0308  HISTORY     - Date     Condition        Report By
 NR0308  HISTORY     - 1982     MONUMENTED       NGS
 NR0308
 NR0308                          STATION DESCRIPTION
 NR0308
 NR0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0308'19.5 KM (12.1 MI) SOUTH FROM MUDDY GAP.
 NR0308'19.5 KM (12.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0308'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.2 KM (0.1 MI) NORTHWEST OF
 NR0308'MILEPOST 32 AND 37.8 METERS (124.0 FT) NORTHEAST OF THE CENTERLINE OF
 NR0308'THE HIGHWAY.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NR0308'CAP.
 NR0308'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 NR0308'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0468 ***********************************************************************
 MP0468  DESIGNATION -  T 337
 MP0468  PID         -  MP0468
 MP0468  STATE/COUNTY-  WY/CARBON
 MP0468  USGS QUAD   -  RAWLINS (1981)
 MP0468
 MP0468                         *CURRENT SURVEY CONTROL
 MP0468  ___________________________________________________________________
 MP0468* NAD 83(1986)-  41 48 58.     (N)    107 13 36.     (W)     SCALED    
 MP0468* NAVD 88     -      2093.204  (meters)    6867.45   (feet)  ADJUSTED  
 MP0468  ___________________________________________________________________
 MP0468  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 MP0468  DYNAMIC HT  -        2091.431 (meters)    6861.64  (feet)  COMP
 MP0468  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 MP0468
 MP0468  VERT ORDER  -  FIRST     CLASS II
 MP0468
 MP0468.The horizontal coordinates were scaled from a topographic map and have
 MP0468.an estimated accuracy of +/- 6 seconds.
 MP0468
 MP0468.The orthometric height was determined by differential leveling
 MP0468.and adjusted by the National Geodetic Survey in June 1991..
 MP0468
 MP0468.The geoid height was determined by GEOID03.
 MP0468
 MP0468.The dynamic height is computed by dividing the NAVD 88
 MP0468.geopotential number by the normal gravity value computed on the
 MP0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0468.degrees latitude (g = 980.6199 gals.).
 MP0468
 MP0468.The modeled gravity was interpolated from observed gravity values.
 MP0468
 MP0468;                    North         East    Units  Estimated Accuracy
 MP0468;SPC WYEC     -   246,160.      408,860.      MT  (+/- 180 meters Scaled)
 MP0468
 MP0468                          SUPERSEDED SURVEY CONTROL
 MP0468
 MP0468  NGVD 29 (06/08/92) 2092.055  (m)         6863.68   (f) ADJUSTED    1 2
 MP0468
 MP0468.Superseded values are not recommended for survey control.
 MP0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0468.See file dsdata.txt to determine how the superseded data were derived.
 MP0468
 MP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG150317(NAD 83)
 MP0468_MARKER: DB = BENCH MARK DISK
 MP0468_SETTING: 66 = SET IN ROCK OUTCROP
 MP0468_SP_SET: BEDROCK
 MP0468_STAMPING: T 337 1982
 MP0468_MARK LOGO: NGS   
 MP0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0468+STABILITY: POSITION/ELEVATION WELL
 MP0468
 MP0468  HISTORY     - Date     Condition        Report By
 MP0468  HISTORY     - 1982     MONUMENTED       NGS
 MP0468  HISTORY     - 1987     GOOD             NGS
 MP0468
 MP0468                          STATION DESCRIPTION
 MP0468
 MP0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MP0468'3.6 KM (2.25 MI) NORTH FROM RAWLINS.
 MP0468'3.6 KM (2.25 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 MP0468'WITH U.S HIGHWAY 30 IN RAWLINS, 0.9 KM (0.55 MI) SOUTH OF MILEPOST 3,
 MP0468'0.5 KM (0.3 MI) NORTH OF THE JUNCTION OF U.S. HIGHWAY 287 BY-PASS, IN
 MP0468'THE CENTER OF A 2 BY 3 FT. EXPOSED AREA OF OUTCROPPING BEDROCK AND
 MP0468'16.0 METERS (52.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 MP0468'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MP0468'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 MP0468
 MP0468                          STATION RECOVERY (1987)
 MP0468
 MP0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 MP0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0253 ***********************************************************************
 NR0253  DESIGNATION -  T 338
 NR0253  PID         -  NR0253
 NR0253  STATE/COUNTY-  WY/NATRONA
 NR0253  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0253
 NR0253                         *CURRENT SURVEY CONTROL
 NR0253  ___________________________________________________________________
 NR0253* NAD 83(1986)-  42 41 06.     (N)    106 34 52.     (W)     SCALED    
 NR0253* NAVD 88     -      1622.276  (meters)    5322.42   (feet)  ADJUSTED  
 NR0253  ___________________________________________________________________
 NR0253  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NR0253  DYNAMIC HT  -        1621.225 (meters)    5318.97  (feet)  COMP
 NR0253  MODELED GRAV-     979,915.8   (mgal)                       NAVD 88
 NR0253
 NR0253  VERT ORDER  -  FIRST     CLASS II
 NR0253
 NR0253.The horizontal coordinates were scaled from a topographic map and have
 NR0253.an estimated accuracy of +/- 6 seconds.
 NR0253
 NR0253.The orthometric height was determined by differential leveling
 NR0253.and adjusted by the National Geodetic Survey in June 1991..
 NR0253
 NR0253.The geoid height was determined by GEOID03.
 NR0253
 NR0253.The dynamic height is computed by dividing the NAVD 88
 NR0253.geopotential number by the normal gravity value computed on the
 NR0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0253.degrees latitude (g = 980.6199 gals.).
 NR0253
 NR0253.The modeled gravity was interpolated from observed gravity values.
 NR0253
 NR0253;                    North         East    Units  Estimated Accuracy
 NR0253;SPC WYEC     -   342,940.      461,650.      MT  (+/- 180 meters Scaled)
 NR0253
 NR0253                          SUPERSEDED SURVEY CONTROL
 NR0253
 NR0253  NGVD 29 (06/08/92) 1621.377  (m)         5319.47   (f) ADJUSTED    1 2
 NR0253
 NR0253.Superseded values are not recommended for survey control.
 NR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0253.See file dsdata.txt to determine how the superseded data were derived.
 NR0253
 NR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH704270(NAD 83)
 NR0253_MARKER: I = METAL ROD
 NR0253_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0253_SP_SET: STAINLESS STEEL ROD
 NR0253_STAMPING: T 338 1982
 NR0253_MARK LOGO: NGS   
 NR0253_PROJECTION: FLUSH
 NR0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0253_ROD/PIPE-DEPTH: 7.0  meters
 NR0253
 NR0253  HISTORY     - Date     Condition        Report By
 NR0253  HISTORY     - 1982     MONUMENTED       NGS
 NR0253
 NR0253                          STATION DESCRIPTION
 NR0253
 NR0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0253'24.6 KM (15.3 MI) SW FROM CASPER.
 NR0253'24.6 KM (15.3 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0253'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.1 KM (0.05 MI) NORTHEAST
 NR0253'OF MILEPOST 98, 44.8 METERS (147.0 FT) SOUTHEAST OF THE CENTERLINE OF
 NR0253'THE HIGHWAY AND 5.9 METERS (19.4 FT) NORTHEAST OF A TRACK ROAD LEADING
 NR0253'EAST.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0253'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NR0253'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0589 ***********************************************************************
 MR0589  DESIGNATION -  T 339
 MR0589  PID         -  MR0589
 MR0589  STATE/COUNTY-  WY/UINTA
 MR0589  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0589
 MR0589                         *CURRENT SURVEY CONTROL
 MR0589  ___________________________________________________________________
 MR0589* NAD 83(1986)-  41 11 40.     (N)    110 51 18.     (W)     SCALED    
 MR0589* NAVD 88     -      2152.757  (meters)    7062.84   (feet)  ADJUSTED  
 MR0589  ___________________________________________________________________
 MR0589  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MR0589  DYNAMIC HT  -        2150.734 (meters)    7056.20  (feet)  COMP
 MR0589  MODELED GRAV-     979,607.0   (mgal)                       NAVD 88
 MR0589
 MR0589  VERT ORDER  -  FIRST     CLASS II
 MR0589
 MR0589.The horizontal coordinates were scaled from a topographic map and have
 MR0589.an estimated accuracy of +/- 6 seconds.
 MR0589
 MR0589.The orthometric height was determined by differential leveling
 MR0589.and adjusted by the National Geodetic Survey in June 1991..
 MR0589
 MR0589.The geoid height was determined by GEOID03.
 MR0589
 MR0589.The dynamic height is computed by dividing the NAVD 88
 MR0589.geopotential number by the normal gravity value computed on the
 MR0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0589.degrees latitude (g = 980.6199 gals.).
 MR0589
 MR0589.The modeled gravity was interpolated from observed gravity values.
 MR0589
 MR0589;                    North         East    Units  Estimated Accuracy
 MR0589;SPC WY W     -   177,400.      735,270.      MT  (+/- 180 meters Scaled)
 MR0589
 MR0589                          SUPERSEDED SURVEY CONTROL
 MR0589
 MR0589  NGVD 29 (06/08/92) 2151.424  (m)         7058.46   (f) ADJUSTED    1 2
 MR0589
 MR0589.Superseded values are not recommended for survey control.
 MR0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0589.See file dsdata.txt to determine how the superseded data were derived.
 MR0589
 MR0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL121603(NAD 83)
 MR0589_MARKER: I = METAL ROD
 MR0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MR0589_SP_SET: STAINLESS STEEL ROD
 MR0589_STAMPING: T 339 1983
 MR0589_MARK LOGO: NGS   
 MR0589_PROJECTION: FLUSH
 MR0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0589_ROD/PIPE-DEPTH: 3.3  meters
 MR0589
 MR0589  HISTORY     - Date     Condition        Report By
 MR0589  HISTORY     - 1983     MONUMENTED       NGS
 MR0589
 MR0589                          STATION DESCRIPTION
 MR0589
 MR0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MR0589'8.2 KM (5.1 MI) NW FROM ALTAMONT.
 MR0589'8.2 KM (5.1 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MR0589'THE STATION IN ALTAMONT, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 909, 44.8
 MR0589'METERS (147.0 FT) NORTHWEST OF RAILROAD SIGNAL NUMBER 9086, 30.5
 MR0589'METERS (101.0 FT) WEST OF THE NEAR RAIL, AND 1.6 METERS (5.2 FT) NORTH
 MR0589'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MR0589'LOGO CAP.
 MR0589'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MR0589'THE MARK IS 1.9 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0348 ***********************************************************************
 MQ0348  DESIGNATION -  T 340
 MQ0348  PID         -  MQ0348
 MQ0348  STATE/COUNTY-  WY/SWEETWATER
 MQ0348  USGS QUAD   -  BRYAN (1980)
 MQ0348
 MQ0348                         *CURRENT SURVEY CONTROL
 MQ0348  ___________________________________________________________________
 MQ0348* NAD 83(1986)-  41 32 45.     (N)    109 41 46.     (W)     SCALED    
 MQ0348* NAVD 88     -      1874.874  (meters)    6151.15   (feet)  ADJUSTED  
 MQ0348  ___________________________________________________________________
 MQ0348  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 MQ0348  DYNAMIC HT  -        1873.253 (meters)    6145.83  (feet)  COMP
 MQ0348  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 MQ0348
 MQ0348  VERT ORDER  -  FIRST     CLASS II
 MQ0348
 MQ0348.The horizontal coordinates were scaled from a topographic map and have
 MQ0348.an estimated accuracy of +/- 6 seconds.
 MQ0348
 MQ0348.The orthometric height was determined by differential leveling
 MQ0348.and adjusted by the National Geodetic Survey in June 1991..
 MQ0348
 MQ0348.The geoid height was determined by GEOID03.
 MQ0348
 MQ0348.The dynamic height is computed by dividing the NAVD 88
 MQ0348.geopotential number by the normal gravity value computed on the
 MQ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0348.degrees latitude (g = 980.6199 gals.).
 MQ0348
 MQ0348.The modeled gravity was interpolated from observed gravity values.
 MQ0348
 MQ0348;                    North         East    Units  Estimated Accuracy
 MQ0348;SPC WYWC     -   116,570.      521,060.      MT  (+/- 180 meters Scaled)
 MQ0348
 MQ0348                          SUPERSEDED SURVEY CONTROL
 MQ0348
 MQ0348  NGVD 29 (06/08/92) 1873.557  (m)         6146.83   (f) ADJUSTED    1 2
 MQ0348
 MQ0348.Superseded values are not recommended for survey control.
 MQ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0348.See file dsdata.txt to determine how the superseded data were derived.
 MQ0348
 MQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM087001(NAD 83)
 MQ0348_MARKER: I = METAL ROD
 MQ0348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0348_SP_SET: STAINLESS STEEL ROD
 MQ0348_STAMPING: T 340 1983
 MQ0348_MARK LOGO: NGS   
 MQ0348_PROJECTION: FLUSH
 MQ0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0348_ROD/PIPE-DEPTH: 3.1  meters
 MQ0348
 MQ0348  HISTORY     - Date     Condition        Report By
 MQ0348  HISTORY     - 1983     MONUMENTED       NGS
 MQ0348
 MQ0348                          STATION DESCRIPTION
 MQ0348
 MQ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0348'20.7 KM (12.85 MI) WEST FROM GREEN RIVER.
 MQ0348'20.7 KM (12.85 MI) WESTERLY ALONG STATE HIGHWAY 374 FROM THE POST
 MQ0348'OFFICE IN GREEN RIVER, 0.2 KM (0.1 MI) WEST OF THE CENTER OF BLACKS
 MQ0348'FORK RIVER, 61.0 METERS (200.1 FT) NORTHWEST OF MILEPOST 78, 43.9
 MQ0348'METERS (144.0 FT) WEST OF THE CENTER OF A PAVED ROAD LEADING NORTH,
 MQ0348'33.9 METERS (111.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 MQ0348'25.9 METERS (85.0 FT) EAST OF A PIPE LINE MARKER.  NOTE=ACCESS TO THE
 MQ0348'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0348'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MQ0348'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0473 ***********************************************************************
 MP0473  DESIGNATION -  T 341
 MP0473  PID         -  MP0473
 MP0473  STATE/COUNTY-  WY/CARBON
 MP0473  USGS QUAD   -  SINCLAIR (1981)
 MP0473
 MP0473                         *CURRENT SURVEY CONTROL
 MP0473  ___________________________________________________________________
 MP0473* NAD 83(1986)-  41 46 39.     (N)    107 07 20.     (W)     SCALED    
 MP0473* NAVD 88     -      2012.115  (meters)    6601.41   (feet)  ADJUSTED  
 MP0473  ___________________________________________________________________
 MP0473  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MP0473  DYNAMIC HT  -        2010.430 (meters)    6595.89  (feet)  COMP
 MP0473  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 MP0473
 MP0473  VERT ORDER  -  FIRST     CLASS II
 MP0473
 MP0473.The horizontal coordinates were scaled from a topographic map and have
 MP0473.an estimated accuracy of +/- 6 seconds.
 MP0473
 MP0473.The orthometric height was determined by differential leveling
 MP0473.and adjusted by the National Geodetic Survey in June 1991..
 MP0473
 MP0473.The geoid height was determined by GEOID03.
 MP0473
 MP0473.The dynamic height is computed by dividing the NAVD 88
 MP0473.geopotential number by the normal gravity value computed on the
 MP0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0473.degrees latitude (g = 980.6199 gals.).
 MP0473
 MP0473.The modeled gravity was interpolated from observed gravity values.
 MP0473
 MP0473;                    North         East    Units  Estimated Accuracy
 MP0473;SPC WYEC     -   241,890.      417,550.      MT  (+/- 180 meters Scaled)
 MP0473
 MP0473                          SUPERSEDED SURVEY CONTROL
 MP0473
 MP0473  NGVD 29 (06/08/92) 2010.978  (m)         6597.68   (f) ADJUSTED    1 2
 MP0473
 MP0473.Superseded values are not recommended for survey control.
 MP0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0473.See file dsdata.txt to determine how the superseded data were derived.
 MP0473
 MP0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG236272(NAD 83)
 MP0473_MARKER: DB = BENCH MARK DISK
 MP0473_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MP0473_SP_SET: PIER
 MP0473_STAMPING: T 341 1983
 MP0473_MARK LOGO: NGS   
 MP0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0473+STABILITY: POSITION/ELEVATION WELL
 MP0473
 MP0473  HISTORY     - Date     Condition        Report By
 MP0473  HISTORY     - 1983     MONUMENTED       NGS
 MP0473
 MP0473                          STATION DESCRIPTION
 MP0473
 MP0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0473'0.6 KM (0.35 MI) WEST FROM SINCLAIR.
 MP0473'0.6 KM (0.35 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0473'STATION IN SINCLAIR, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 MP0473'WESTERLY 1 OF 3 PIERS OF THE WEST BOUND INTERSTATE HIGHWAY 80
 MP0473'OVERPASS, 10.0 METERS (32.8 FT) NORTH OF THE NEAR RAIL, AND 5.2 METERS
 MP0473'(17.1 FT) WEST OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY.
 MP0473'THE MARK IS 1.1 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0387 ***********************************************************************
 MQ0387  DESIGNATION -  T 342
 MQ0387  PID         -  MQ0387
 MQ0387  STATE/COUNTY-  WY/SWEETWATER
 MQ0387  USGS QUAD   -  RED DESERT NW (1970)
 MQ0387
 MQ0387                         *CURRENT SURVEY CONTROL
 MQ0387  ___________________________________________________________________
 MQ0387* NAD 83(1986)-  41 38 35.     (N)    108 09 42.     (W)     SCALED    
 MQ0387* NAVD 88     -      2057.841  (meters)    6751.43   (feet)  ADJUSTED  
 MQ0387  ___________________________________________________________________
 MQ0387  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0387  DYNAMIC HT  -        2056.032 (meters)    6745.50  (feet)  COMP
 MQ0387  MODELED GRAV-     979,670.4   (mgal)                       NAVD 88
 MQ0387
 MQ0387  VERT ORDER  -  FIRST     CLASS II
 MQ0387
 MQ0387.The horizontal coordinates were scaled from a topographic map and have
 MQ0387.an estimated accuracy of +/- 6 seconds.
 MQ0387
 MQ0387.The orthometric height was determined by differential leveling
 MQ0387.and adjusted by the National Geodetic Survey in June 1991..
 MQ0387
 MQ0387.The geoid height was determined by GEOID03.
 MQ0387
 MQ0387.The dynamic height is computed by dividing the NAVD 88
 MQ0387.geopotential number by the normal gravity value computed on the
 MQ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0387.degrees latitude (g = 980.6199 gals.).
 MQ0387
 MQ0387.The modeled gravity was interpolated from observed gravity values.
 MQ0387
 MQ0387;                    North         East    Units  Estimated Accuracy
 MQ0387;SPC WYWC     -   127,100.      649,010.      MT  (+/- 180 meters Scaled)
 MQ0387
 MQ0387                          SUPERSEDED SURVEY CONTROL
 MQ0387
 MQ0387  NGVD 29 (06/08/92) 2056.603  (m)         6747.37   (f) ADJUSTED    1 2
 MQ0387
 MQ0387.Superseded values are not recommended for survey control.
 MQ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0387.See file dsdata.txt to determine how the superseded data were derived.
 MQ0387
 MQ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM363140(NAD 83)
 MQ0387_MARKER: I = METAL ROD
 MQ0387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0387_SP_SET: STAINLESS STEEL ROD
 MQ0387_STAMPING: T 342 1983
 MQ0387_MARK LOGO: NGS   
 MQ0387_PROJECTION: FLUSH
 MQ0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0387_ROD/PIPE-DEPTH: 7.3  meters
 MQ0387
 MQ0387  HISTORY     - Date     Condition        Report By
 MQ0387  HISTORY     - 1983     MONUMENTED       NGS
 MQ0387
 MQ0387                          STATION DESCRIPTION
 MQ0387
 MQ0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0387'16.7 KM (10.35 MI) WEST FROM WAMSUTTER.
 MQ0387'16.7 KM (10.35 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0387'STATION IN WAMSUTTER, 0.7 KM (0.45 MI) WEST OF MILEPOST 734, 49.7
 MQ0387'METERS (163.1 FT) WEST OF A RAILROAD SIGNAL NUMBER 7343, 25.3 METERS
 MQ0387'(83.0 FT) NORTH OF THE NEAR RAIL, 13.1 METERS (43.0 FT) SOUTH OF THE
 MQ0387'CENTER OF A TRACK ROAD, AND 1.3 METERS (4.3 FT) EAST OF A UTILITY
 MQ0387'POLE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0387'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MQ0387'THE MARK IS 6.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0984 ***********************************************************************
 MO0984  DESIGNATION -  T 343
 MO0984  PID         -  MO0984
 MO0984  STATE/COUNTY-  WY/ALBANY
 MO0984  USGS QUAD   -  LARAMIE (1978)
 MO0984
 MO0984                         *CURRENT SURVEY CONTROL
 MO0984  ___________________________________________________________________
 MO0984* NAD 83(1986)-  41 18 44.     (N)    105 33 20.     (W)     SCALED    
 MO0984* NAVD 88     -      2222.885  (meters)    7292.92   (feet)  ADJUSTED  
 MO0984  ___________________________________________________________________
 MO0984  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 MO0984  DYNAMIC HT  -        2220.969 (meters)    7286.63  (feet)  COMP
 MO0984  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 MO0984
 MO0984  VERT ORDER  -  FIRST     CLASS II
 MO0984
 MO0984.The horizontal coordinates were scaled from a topographic map and have
 MO0984.an estimated accuracy of +/- 6 seconds.
 MO0984
 MO0984.The orthometric height was determined by differential leveling
 MO0984.and adjusted by the National Geodetic Survey in June 1991..
 MO0984
 MO0984.The geoid height was determined by GEOID03.
 MO0984
 MO0984.The dynamic height is computed by dividing the NAVD 88
 MO0984.geopotential number by the normal gravity value computed on the
 MO0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0984.degrees latitude (g = 980.6199 gals.).
 MO0984
 MO0984.The modeled gravity was interpolated from observed gravity values.
 MO0984
 MO0984;                    North         East    Units  Estimated Accuracy
 MO0984;SPC WY E     -    90,270.      167,440.      MT  (+/- 180 meters Scaled)
 MO0984
 MO0984                          SUPERSEDED SURVEY CONTROL
 MO0984
 MO0984  NGVD 29 (06/08/92) 2221.843  (m)         7289.50   (f) ADJUSTED    1 2
 MO0984
 MO0984.Superseded values are not recommended for survey control.
 MO0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0984.See file dsdata.txt to determine how the superseded data were derived.
 MO0984
 MO0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF534735(NAD 83)
 MO0984_MARKER: DB = BENCH MARK DISK
 MO0984_SETTING: 66 = SET IN ROCK OUTCROP
 MO0984_SP_SET: ROCK OUTCROP
 MO0984_STAMPING: T 343 1983
 MO0984_MARK LOGO: NGS   
 MO0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0984
 MO0984  HISTORY     - Date     Condition        Report By
 MO0984  HISTORY     - 1983     MONUMENTED       NGS
 MO0984
 MO0984                          STATION DESCRIPTION
 MO0984
 MO0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0984'4.0 KM (2.5 MI) NE FROM LARAMIE.
 MO0984'0.3 KM (0.2 MI) NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0984'STATION IN LARAMIE, THENCE 3.2 KM (2.0 MI) EASTERLY ALONG GRAND
 MO0984'AVENUE, THENCE 0.5 KM (0.3 MI) NORTH ALONG 30TH STREET, THENCE 0.2 KM
 MO0984'(0.1 MI) EAST ALONG WILLET DRIVE, 130.0 METERS (426.5 FT) SOUTH OF THE
 MO0984'CENTERLINE OF THE DRIVE, 61.3 METERS (201.1 FT) NORTHEAST OF THE
 MO0984'SOUTHEAST CORNER OF IVINSON MEMORIAL HOSPITAL, AND 18.2 METERS
 MO0984'(59.7 FT) SOUTH-SOUTHWEST OF A WIND SOCK.
 MO0984'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MO0984'THE MARK IS 6.1 M ABOVE A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0961 ***********************************************************************
 MO0961  DESIGNATION -  T 344
 MO0961  PID         -  MO0961
 MO0961  STATE/COUNTY-  WY/ALBANY
 MO0961  USGS QUAD   -  RED BUTTES (1978)
 MO0961
 MO0961                         *CURRENT SURVEY CONTROL
 MO0961  ___________________________________________________________________
 MO0961* NAD 83(1986)-  41 14 06.     (N)    105 36 07.     (W)     SCALED    
 MO0961* NAVD 88     -      2201.582  (meters)    7223.02   (feet)  ADJUSTED  
 MO0961  ___________________________________________________________________
 MO0961  GEOID HEIGHT-         -11.52  (meters)                     GEOID03
 MO0961  DYNAMIC HT  -        2199.604 (meters)    7216.53  (feet)  COMP
 MO0961  MODELED GRAV-     979,645.5   (mgal)                       NAVD 88
 MO0961
 MO0961  VERT ORDER  -  FIRST     CLASS II
 MO0961
 MO0961.The horizontal coordinates were scaled from a topographic map and have
 MO0961.an estimated accuracy of +/- 6 seconds.
 MO0961
 MO0961.The orthometric height was determined by differential leveling
 MO0961.and adjusted by the National Geodetic Survey in June 1991..
 MO0961
 MO0961.The geoid height was determined by GEOID03.
 MO0961
 MO0961.The dynamic height is computed by dividing the NAVD 88
 MO0961.geopotential number by the normal gravity value computed on the
 MO0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0961.degrees latitude (g = 980.6199 gals.).
 MO0961
 MO0961.The modeled gravity was interpolated from observed gravity values.
 MO0961
 MO0961;                    North         East    Units  Estimated Accuracy
 MO0961;SPC WY E     -    81,710.      163,510.      MT  (+/- 180 meters Scaled)
 MO0961
 MO0961                          SUPERSEDED SURVEY CONTROL
 MO0961
 MO0961  NGVD 29 (06/08/92) 2200.466  (m)         7219.36   (f) ADJUSTED    1 2
 MO0961
 MO0961.Superseded values are not recommended for survey control.
 MO0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0961.See file dsdata.txt to determine how the superseded data were derived.
 MO0961
 MO0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF495650(NAD 83)
 MO0961_MARKER: I = METAL ROD
 MO0961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0961_SP_SET: STAINLESS STEEL ROD
 MO0961_STAMPING: T 344 1983
 MO0961_MARK LOGO: NGS   
 MO0961_PROJECTION: FLUSH
 MO0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0961_ROD/PIPE-DEPTH: 3.4  meters
 MO0961
 MO0961  HISTORY     - Date     Condition        Report By
 MO0961  HISTORY     - 1983     MONUMENTED       NGS
 MO0961  HISTORY     - 19920831 GOOD             USPSQD
 MO0961
 MO0961                          STATION DESCRIPTION
 MO0961
 MO0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0961'8.2 KM (5.1 MI) SE FROM LARAMIE.
 MO0961'8.2 KM (5.1 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0961'THE STATION IN LARAMIE, 0.4 KM (0.25 MI) NORTH OF MILEPOST B561, 22.0
 MO0961'METERS (72.2 FT) EAST OF THE NEAR RAIL, 2.6 METERS (8.5 FT) WEST OF A
 MO0961'UTILITY POLE, AND 0.5 METER (1.6 FT) NORTH OF A T-FENCE.  NOTE--ACCESS
 MO0961'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MO0961'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 MO0961'THE MARK IS 1.8 M BELOW THE TRACKS.
 MO0961
 MO0961                          STATION RECOVERY (1992)
 MO0961
 MO0961'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0430 ***********************************************************************
 MQ0430  DESIGNATION -  T 345
 MQ0430  PID         -  MQ0430
 MQ0430  STATE/COUNTY-  WY/SWEETWATER
 MQ0430  USGS QUAD   -  LINWOOD CANYON (1996)
 MQ0430
 MQ0430                         *CURRENT SURVEY CONTROL
 MQ0430  ___________________________________________________________________
 MQ0430* NAD 83(1986)-  41 01 28.     (N)    109 39 03.     (W)     SCALED    
 MQ0430* NAVD 88     -      1944.249  (meters)    6378.76   (feet)  ADJUSTED  
 MQ0430  ___________________________________________________________________
 MQ0430  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MQ0430  DYNAMIC HT  -        1942.484 (meters)    6372.97  (feet)  COMP
 MQ0430  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 MQ0430
 MQ0430  VERT ORDER  -  FIRST     CLASS II
 MQ0430
 MQ0430.The horizontal coordinates were scaled from a topographic map and have
 MQ0430.an estimated accuracy of +/- 6 seconds.
 MQ0430
 MQ0430.The orthometric height was determined by differential leveling
 MQ0430.and adjusted by the National Geodetic Survey in June 1991..
 MQ0430
 MQ0430.The geoid height was determined by GEOID03.
 MQ0430
 MQ0430.The dynamic height is computed by dividing the NAVD 88
 MQ0430.geopotential number by the normal gravity value computed on the
 MQ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0430.degrees latitude (g = 980.6199 gals.).
 MQ0430
 MQ0430.The modeled gravity was interpolated from observed gravity values.
 MQ0430
 MQ0430;                    North         East    Units  Estimated Accuracy
 MQ0430;SPC WYWC     -    58,630.      524,240.      MT  (+/- 180 meters Scaled)
 MQ0430
 MQ0430                          SUPERSEDED SURVEY CONTROL
 MQ0430
 MQ0430.No superseded survey control is available for this station.
 MQ0430
 MQ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL134423(NAD 83)
 MQ0430_MARKER: I = METAL ROD
 MQ0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0430_SP_SET: STAINLESS STEEL ROD
 MQ0430_STAMPING: T 345 1984
 MQ0430_MARK LOGO: NGS   
 MQ0430_PROJECTION: FLUSH
 MQ0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0430_ROD/PIPE-DEPTH: 4.0  meters
 MQ0430
 MQ0430  HISTORY     - Date     Condition        Report By
 MQ0430  HISTORY     - 1984     MONUMENTED       NGS
 MQ0430
 MQ0430                          STATION DESCRIPTION
 MQ0430
 MQ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0430'8.5 KM (5.3 MI) NE FROM MANILA UT.
 MQ0430'8.5 KM (5.3 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0430'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 67.0 M (219.8 FT)
 MQ0430'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 21.5 M (70.5 FT) WEST
 MQ0430'OF THE CENTER OF A DIRT ROAD LEADING TO TWIN BUTTES.  NOTE=ACCESS TO
 MQ0430'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0430'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 MQ0430'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9035 ***********************************************************************
 AD9035  DESIGNATION -  T 346
 AD9035  PID         -  AD9035
 AD9035  STATE/COUNTY-  WY/CROOK
 AD9035  USGS QUAD   -  SHEPARD RESERVOIR (1984)
 AD9035
 AD9035                         *CURRENT SURVEY CONTROL
 AD9035  ___________________________________________________________________
 AD9035* NAD 83(1986)-  44 54 28.     (N)    104 13 51.     (W)     SCALED    
 AD9035* NAVD 88     -      1056.534  (meters)    3466.31   (feet)  ADJUSTED  
 AD9035  ___________________________________________________________________
 AD9035  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 AD9035  DYNAMIC HT  -        1056.254 (meters)    3465.39  (feet)  COMP
 AD9035  MODELED GRAV-     980,315.4   (mgal)                       NAVD 88
 AD9035
 AD9035  VERT ORDER  -  FIRST     CLASS II
 AD9035
 AD9035.The horizontal coordinates were scaled from a topographic map and have
 AD9035.an estimated accuracy of +/- 6 seconds.
 AD9035
 AD9035.The orthometric height was determined by differential leveling
 AD9035.and adjusted by the National Geodetic Survey in July 1998..
 AD9035
 AD9035.The geoid height was determined by GEOID03.
 AD9035
 AD9035.The dynamic height is computed by dividing the NAVD 88
 AD9035.geopotential number by the normal gravity value computed on the
 AD9035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9035.degrees latitude (g = 980.6199 gals.).
 AD9035
 AD9035.The modeled gravity was interpolated from observed gravity values.
 AD9035
 AD9035;                    North         East    Units  Estimated Accuracy
 AD9035;SPC WY E     -   490,040.      273,900.      MT  (+/- 180 meters Scaled)
 AD9035
 AD9035                          SUPERSEDED SURVEY CONTROL
 AD9035
 AD9035.No superseded survey control is available for this station.
 AD9035
 AD9035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK607729(NAD 83)
 AD9035_MARKER: I = METAL ROD
 AD9035_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9035_STAMPING: T 346 1995
 AD9035_MARK LOGO: NGS   
 AD9035_PROJECTION: FLUSH
 AD9035_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9035+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9035_ROD/PIPE-DEPTH: 6.7  meters
 AD9035_SLEEVE-DEPTH  : 0.9 meters
 AD9035
 AD9035  HISTORY     - Date     Condition        Report By
 AD9035  HISTORY     - 1995     MONUMENTED       NGS
 AD9035
 AD9035                          STATION DESCRIPTION
 AD9035
 AD9035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9035'19.9 KM (12.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9035'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 22.0 M (72.2 FT)
 AD9035'SOUTHWEST OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) NORTHEAST OF A
 AD9035'WITNESS POST AND THE SOUTHEAST END OF TWO BRACED FENCE POSTS, AND 0.5
 AD9035'M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 AD9035'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AD9035'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0166 ***********************************************************************
 PV0166  DESIGNATION -  T 35
 PV0166  PID         -  PV0166
 PV0166  STATE/COUNTY-  WY/CAMPBELL
 PV0166  USGS QUAD   -  LONE TREE CREEK (1972)
 PV0166
 PV0166                         *CURRENT SURVEY CONTROL
 PV0166  ___________________________________________________________________
 PV0166* NAD 83(1986)-  44 33 58.     (N)    105 21 18.     (W)     SCALED    
 PV0166* NAVD 88     -      1176.900  (meters)    3861.21   (feet)  ADJUSTED  
 PV0166  ___________________________________________________________________
 PV0166  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 PV0166  DYNAMIC HT  -        1176.501 (meters)    3859.90  (feet)  COMP
 PV0166  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 PV0166  OBS GRAVITY -     980,237.3   (mgal)                       GRAV_OBS
 PV0166
 PV0166  VERT ORDER  -  FIRST     CLASS II
 PV0166
 PV0166.The horizontal coordinates were scaled from a topographic map and have
 PV0166.an estimated accuracy of +/- 6 seconds.
 PV0166
 PV0166.The orthometric height was determined by differential leveling
 PV0166.and adjusted by the National Geodetic Survey in June 1991..
 PV0166
 PV0166.The geoid height was determined by GEOID03.
 PV0166
 PV0166.The dynamic height is computed by dividing the NAVD 88
 PV0166.geopotential number by the normal gravity value computed on the
 PV0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0166.degrees latitude (g = 980.6199 gals.).
 PV0166
 PV0166.The modeled gravity was interpolated from observed gravity values.
 PV0166.The observed gravity was obtained from relative gravimeter ties
 PV0166.to the IGSN71 gravity network.
 PV0166
 PV0166;                    North         East    Units  Estimated Accuracy
 PV0166;SPC WY E     -   451,670.      185,040.      MT  (+/- 180 meters Scaled)
 PV0166
 PV0166                          SUPERSEDED SURVEY CONTROL
 PV0166
 PV0166  NGVD 29 (??/??/92) 1176.253  (m)         3859.09   (f) ADJ UNCH    1 2
 PV0166
 PV0166.Superseded values are not recommended for survey control.
 PV0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0166.See file dsdata.txt to determine how the superseded data were derived.
 PV0166
 PV0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK718348(NAD 83)
 PV0166_MARKER: DB = BENCH MARK DISK
 PV0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0166_SP_SET: CONCRETE POST
 PV0166_STAMPING: T 35 1933
 PV0166_MARK LOGO: CGS   
 PV0166_PROJECTION: PROJECTING 12 CENTIMETERS
 PV0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0166+STABILITY: SURFACE MOTION
 PV0166
 PV0166  HISTORY     - Date     Condition        Report By
 PV0166  HISTORY     - 1933     MONUMENTED       CGS
 PV0166  HISTORY     - 1972     GOOD             USGS
 PV0166  HISTORY     - 1972     GOOD             NGS
 PV0166  HISTORY     - 1985     GOOD             NGS
 PV0166
 PV0166                          STATION DESCRIPTION
 PV0166
 PV0166'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 PV0166'24.6 MI N FROM GILLETTE.
 PV0166'GILLETTE, WYO., CB AND Q RR STA., THENCE NORTH ON STATE HWY. 59
 PV0166'24.6 MILES.  WESTON STORE AND POST OFFICE, 5.4 MILES SOUTH OF TO
 PV0166'HWY AT DRAIN CROSSING.  231 FEET NORTH OF DRAIN CROSSING, 39 FT
 PV0166'SOUTH OF CENTERLINE OF HWY., AND 3 FEET NORTH OF R.O.W. FENCE.
 PV0166'A STANDARD DISK, STAMPED T 35 1933 AND SET IN THE TOP OF A
 PV0166'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PV0166
 PV0166                          STATION RECOVERY (1972)
 PV0166
 PV0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PV0166'RECOVERED IN GOOD CONDITION.
 PV0166
 PV0166                          STATION RECOVERY (1985)
 PV0166
 PV0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0166'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  41.41 KM
 PV0166'(25.74 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF GILLETTE
 PV0166'AVENUE AT GILLETTE, ON THE TOP OF THE SOUTHWEST END OF A LOW CUT AND
 PV0166'ON THE OUTSIDE OF A LONG CURVE, 0.68 KM (0.42 MI) SOUTHWEST OF
 PV0166'MILEPOST 139, 29.1 METERS (95.5 FT) SOUTHEAST OF THE HIGHWAY
 PV0166'CENTERLINE, 106.7 METERS (350 FT) NORTHEAST OF THE EAST CORNER OF A 6
 PV0166'BY 6 FOOT CONCRETE BOX CULVERT AT THE BOTTOM OF A DEEP RAVINE AND 1.4
 PV0166'METERS (4.5 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 PV0166'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 PV0166'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0424 ***********************************************************************
 PV0424  DESIGNATION -  T 353
 PV0424  PID         -  PV0424
 PV0424  STATE/COUNTY-  WY/CROOK
 PV0424  USGS QUAD   -  FREDA CREEK (1982)
 PV0424
 PV0424                         *CURRENT SURVEY CONTROL
 PV0424  ___________________________________________________________________
 PV0424* NAD 83(1986)-  44 13 33.     (N)    104 52 22.     (W)     SCALED    
 PV0424* NAVD 88     -      1341.782  (meters)    4402.16   (feet)  ADJUSTED  
 PV0424  ___________________________________________________________________
 PV0424  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 PV0424  DYNAMIC HT  -        1341.236 (meters)    4400.37  (feet)  COMP
 PV0424  MODELED GRAV-     980,164.0   (mgal)                       NAVD 88
 PV0424
 PV0424  VERT ORDER  -  FIRST     CLASS II
 PV0424
 PV0424.The horizontal coordinates were scaled from a topographic map and have
 PV0424.an estimated accuracy of +/- 6 seconds.
 PV0424
 PV0424.The orthometric height was determined by differential leveling
 PV0424.and adjusted by the National Geodetic Survey in June 1991..
 PV0424
 PV0424.The geoid height was determined by GEOID03.
 PV0424
 PV0424.The dynamic height is computed by dividing the NAVD 88
 PV0424.geopotential number by the normal gravity value computed on the
 PV0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0424.degrees latitude (g = 980.6199 gals.).
 PV0424
 PV0424.The modeled gravity was interpolated from observed gravity values.
 PV0424
 PV0424;                    North         East    Units  Estimated Accuracy
 PV0424;SPC WY E     -   413,880.      223,480.      MT  (+/- 180 meters Scaled)
 PV0424
 PV0424                          SUPERSEDED SURVEY CONTROL
 PV0424
 PV0424.No superseded survey control is available for this station.
 PV0424
 PV0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ101969(NAD 83)
 PV0424_MARKER: I = METAL ROD
 PV0424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0424_SP_SET: STAINLESS STEEL ROD
 PV0424_STAMPING: T 353 1985
 PV0424_MARK LOGO: NGS   
 PV0424_PROJECTION: FLUSH
 PV0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0424_ROD/PIPE-DEPTH: 4.5  meters
 PV0424
 PV0424  HISTORY     - Date     Condition        Report By
 PV0424  HISTORY     - 1985     MONUMENTED       NGS
 PV0424
 PV0424                          STATION DESCRIPTION
 PV0424
 PV0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0424'7.9 KM (4.9 MI) SE FROM MOORCROFT.
 PV0424'7.9 KM (4.95 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE JUNCTION OF US
 PV0424'HIGHWAY 14 AT MOORCROFT, IN THE SOUTH CORNER OF THE T JUNCTION OF
 PV0424'BUFFALO CREEK ROAD, 0.25 KM (0.15 MI) NORTHWEST OF MILEPOST 5,
 PV0424'29.9 METERS (98 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 16.2 METERS
 PV0424'(53 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 6.7 METERS (22 FT)
 PV0424'NORTHWEST OF THE NORTHWEST END OF A WOODEN RIGHT OF WAY FENCE BRACE
 PV0424'AND 0.6 METER (2 FT) NORTHEAST OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS
 PV0424'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0424'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 PV0424'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0362 ***********************************************************************
 PV0362  DESIGNATION -  T 354
 PV0362  PID         -  PV0362
 PV0362  STATE/COUNTY-  WY/CAMPBELL
 PV0362  USGS QUAD   -  PLEASANTDALE (1971)
 PV0362
 PV0362                         *CURRENT SURVEY CONTROL
 PV0362  ___________________________________________________________________
 PV0362* NAD 83(1986)-  44 03 48.     (N)    105 43 16.     (W)     SCALED    
 PV0362* NAVD 88     -      1517.367  (meters)    4978.23   (feet)  ADJUSTED  
 PV0362  ___________________________________________________________________
 PV0362  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 PV0362  DYNAMIC HT  -        1516.639 (meters)    4975.84  (feet)  COMP
 PV0362  MODELED GRAV-     980,084.6   (mgal)                       NAVD 88
 PV0362
 PV0362  VERT ORDER  -  FIRST     CLASS II
 PV0362
 PV0362.The horizontal coordinates were scaled from a topographic map and have
 PV0362.an estimated accuracy of +/- 6 seconds.
 PV0362
 PV0362.The orthometric height was determined by differential leveling
 PV0362.and adjusted by the National Geodetic Survey in June 1991..
 PV0362
 PV0362.The geoid height was determined by GEOID03.
 PV0362
 PV0362.The dynamic height is computed by dividing the NAVD 88
 PV0362.geopotential number by the normal gravity value computed on the
 PV0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0362.degrees latitude (g = 980.6199 gals.).
 PV0362
 PV0362.The modeled gravity was interpolated from observed gravity values.
 PV0362
 PV0362;                    North         East    Units  Estimated Accuracy
 PV0362;SPC WY E     -   395,940.      155,580.      MT  (+/- 180 meters Scaled)
 PV0362
 PV0362                          SUPERSEDED SURVEY CONTROL
 PV0362
 PV0362  NGVD 29 (06/08/92) 1516.603  (m)         4975.72   (f) ADJUSTED    1 2
 PV0362
 PV0362.Superseded values are not recommended for survey control.
 PV0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0362.See file dsdata.txt to determine how the superseded data were derived.
 PV0362
 PV0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ422791(NAD 83)
 PV0362_MARKER: I = METAL ROD
 PV0362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0362_SP_SET: STAINLESS STEEL ROD
 PV0362_STAMPING: T 354 1985
 PV0362_MARK LOGO: NGS   
 PV0362_PROJECTION: FLUSH
 PV0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0362_ROD/PIPE-DEPTH: 4.9  meters
 PV0362
 PV0362  HISTORY     - Date     Condition        Report By
 PV0362  HISTORY     - 1985     MONUMENTED       NGS
 PV0362
 PV0362                          STATION DESCRIPTION
 PV0362
 PV0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0362'23.0 KM (14.3 MI) NORTH FROM SAVAGETON.
 PV0362'23.0 KM (14.3 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 PV0362'SAVAGETON ROAD AT SAVAGETON, ALSO 1.11 KM (0.69 MI) SOUTH OF THE
 PV0362'PLEASANTDALE COMMUNITY BUILDING, 29.9 METERS (98 FT) EAST OF THE
 PV0362'HIGHWAY CENTERLINE, 100.9 METERS (331 FT) SOUTHEAST OF MILEPOST 21,
 PV0362'74.7 METERS (245 FT) NORTH OF THE NORTH END OF A WIRE GATE IN THE
 PV0362'RIGHT OF WAY FENCE, 0.5 METER (1.5 FT) WEST OF THE RIGHT OF WAY FENCE.
 PV0362'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0362'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0362'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0317 ***********************************************************************
 OU0317  DESIGNATION -  T 355
 OU0317  PID         -  OU0317
 OU0317  STATE/COUNTY-  WY/CAMPBELL
 OU0317  USGS QUAD   -  PINE TREE (1977)
 OU0317
 OU0317                         *CURRENT SURVEY CONTROL
 OU0317  ___________________________________________________________________
 OU0317* NAD 83(1986)-  43 37 02.     (N)    105 47 07.     (W)     SCALED    
 OU0317* NAVD 88     -      1631.688  (meters)    5353.30   (feet)  ADJUSTED  
 OU0317  ___________________________________________________________________
 OU0317  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 OU0317  DYNAMIC HT  -        1630.764 (meters)    5350.26  (feet)  COMP
 OU0317  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 OU0317
 OU0317  VERT ORDER  -  FIRST     CLASS II
 OU0317
 OU0317.The horizontal coordinates were scaled from a topographic map and have
 OU0317.an estimated accuracy of +/- 6 seconds.
 OU0317
 OU0317.The orthometric height was determined by differential leveling
 OU0317.and adjusted by the National Geodetic Survey in June 1991..
 OU0317
 OU0317.The geoid height was determined by GEOID03.
 OU0317
 OU0317.The dynamic height is computed by dividing the NAVD 88
 OU0317.geopotential number by the normal gravity value computed on the
 OU0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0317.degrees latitude (g = 980.6199 gals.).
 OU0317
 OU0317.The modeled gravity was interpolated from observed gravity values.
 OU0317
 OU0317;                    North         East    Units  Estimated Accuracy
 OU0317;SPC WY E     -   346,410.      150,070.      MT  (+/- 180 meters Scaled)
 OU0317
 OU0317                          SUPERSEDED SURVEY CONTROL
 OU0317
 OU0317  NGVD 29 (06/08/92) 1630.852  (m)         5350.55   (f) ADJUSTED    1 2
 OU0317
 OU0317.Superseded values are not recommended for survey control.
 OU0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0317.See file dsdata.txt to determine how the superseded data were derived.
 OU0317
 OU0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ366296(NAD 83)
 OU0317_MARKER: I = METAL ROD
 OU0317_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OU0317_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OU0317_STAMPING: T 355 1985
 OU0317_MARK LOGO: NGS   
 OU0317_PROJECTION: FLUSH
 OU0317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0317+STABILITY: POSITION/ELEVATION WELL
 OU0317_ROD/PIPE-DEPTH: 8.2  meters
 OU0317_SLEEVE-DEPTH  : 6.7 meters
 OU0317
 OU0317  HISTORY     - Date     Condition        Report By
 OU0317  HISTORY     - 1985     MONUMENTED       NGS
 OU0317  HISTORY     - 20010827 MARK NOT FOUND   WYHD
 OU0317
 OU0317                          STATION DESCRIPTION
 OU0317
 OU0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0317'IN PINE TREE JUNCTION.
 OU0317'IN THE EAST CORNER OF THE JUNCTION OF STATE HIGHWAYS 387 AND 50, AT
 OU0317'PINE TREE JUNCTION, 36.6 METERS (120 FT) SOUTHEAST OF THE CENTER OF
 OU0317'STATE HIGHWAY 387, 73.2 METERS (240 FT) NORTHEAST OF THE CENTER OF
 OU0317'STATE HIGHWAY 50, 63.4 METERS (208 FT) EAST OF MILEPOST 131.79, 42.7
 OU0317'METERS (140 FT) NORTHEAST OF THE SOUTHEAST END OF A 96-INCH PIPE
 OU0317'CULVERT, 8.5 METERS (28 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD
 OU0317'LEADING SOUTHEAST INTO A FIELD, 5.5 METERS (18 FT) SOUTHWEST OF THE
 OU0317'SOUTHWEST END OF A WIRE GATE IN THE RIGHT OF WAY FENCE AND 1.1 METERS
 OU0317'(3.7 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM
 OU0317'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0317'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 OU0317'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 OU0317
 OU0317                          STATION RECOVERY (2001)
 OU0317
 OU0317'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JE)
 OU0317'FOUND WITNESS POST ON GROUND NEAR FENCE LINE, NO OTHER SIGN OF MARKER
 OU0317'WAS FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0278 ***********************************************************************
 OV0278  DESIGNATION -  T 356
 OV0278  PID         -  OV0278
 OV0278  STATE/COUNTY-  WY/JOHNSON
 OV0278  USGS QUAD   -  LINCH (1973)
 OV0278
 OV0278                         *CURRENT SURVEY CONTROL
 OV0278  ___________________________________________________________________
 OV0278* NAD 83(1986)-  43 30 39.     (N)    106 09 51.     (W)     SCALED    
 OV0278* NAVD 88     -      1659.374  (meters)    5444.13   (feet)  ADJUSTED  
 OV0278  ___________________________________________________________________
 OV0278  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 OV0278  DYNAMIC HT  -        1658.411 (meters)    5440.97  (feet)  COMP
 OV0278  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 OV0278
 OV0278  VERT ORDER  -  FIRST     CLASS II
 OV0278
 OV0278.The horizontal coordinates were scaled from a topographic map and have
 OV0278.an estimated accuracy of +/- 6 seconds.
 OV0278
 OV0278.The orthometric height was determined by differential leveling
 OV0278.and adjusted by the National Geodetic Survey in June 1991..
 OV0278
 OV0278.The geoid height was determined by GEOID03.
 OV0278
 OV0278.The dynamic height is computed by dividing the NAVD 88
 OV0278.geopotential number by the normal gravity value computed on the
 OV0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0278.degrees latitude (g = 980.6199 gals.).
 OV0278
 OV0278.The modeled gravity was interpolated from observed gravity values.
 OV0278
 OV0278;                    North         East    Units  Estimated Accuracy
 OV0278;SPC WYEC     -   435,070.      494,540.      MT  (+/- 180 meters Scaled)
 OV0278
 OV0278                          SUPERSEDED SURVEY CONTROL
 OV0278
 OV0278  NGVD 29 (06/08/92) 1658.528  (m)         5441.35   (f) ADJUSTED    1 2
 OV0278
 OV0278.Superseded values are not recommended for survey control.
 OV0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0278.See file dsdata.txt to determine how the superseded data were derived.
 OV0278
 OV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ059182(NAD 83)
 OV0278_MARKER: I = METAL ROD
 OV0278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0278_SP_SET: STAINLESS STEEL ROD
 OV0278_STAMPING: T 356 1985
 OV0278_MARK LOGO: NGS   
 OV0278_PROJECTION: FLUSH
 OV0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0278_ROD/PIPE-DEPTH: 3.7  meters
 OV0278
 OV0278  HISTORY     - Date     Condition        Report By
 OV0278  HISTORY     - 1985     MONUMENTED       NGS
 OV0278
 OV0278                          STATION DESCRIPTION
 OV0278
 OV0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0278'15.7 KM (9.75 MI) NE FROM MIDWEST.
 OV0278'15.66 KM (9.73 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE JUNCTION
 OV0278'OF STATE HIGHWAY 259 AT MIDWEST, IN THE SOUTH CORNER OF THE T JUNCTION
 OV0278'OF A GRAVEL ROAD LEADING SOUTHEAST, AT THE TOP OF A SUMMIT, 0.39 KM
 OV0278'(0.24 MI) SOUTHWEST OF MILEPOST 110, 43.9 METERS (144 FT) SOUTHEAST OF
 OV0278'THE HIGHWAY CENTERLINE, 9.8 METERS (32 FT) SOUTHWEST OF THE CENTER OF
 OV0278'THE ROAD, 50.6 METERS (166 FT) NORTHEAST OF THE NORTHWEST OUTSIDE
 OV0278'CORNER OF A DOUBLE ANGLED OFFSET IN THE RIGHT OF WAY FENCE, 7.2 METERS
 OV0278'(23.5 FT) SOUTHWEST OF THE WEST CORNER OF A CONCRETE HEADWALL AROUND A
 OV0278'CATTLE GUARD IN THE GRAVEL ROAD AND 0.3 METER (1 FT) NORTHWEST OF THE
 OV0278'RIGHT OF WAY FENCE.
 OV0278'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OV0278'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0384 ***********************************************************************
 PV0384  DESIGNATION -  T 357
 PV0384  PID         -  PV0384
 PV0384  STATE/COUNTY-  WY/CAMPBELL
 PV0384  USGS QUAD   -  LONE TREE CREEK (1972)
 PV0384
 PV0384                         *CURRENT SURVEY CONTROL
 PV0384  ___________________________________________________________________
 PV0384* NAD 83(1986)-  44 37 12.     (N)    105 19 05.     (W)     SCALED    
 PV0384* NAVD 88     -      1166.773  (meters)    3827.99   (feet)  ADJUSTED  
 PV0384  ___________________________________________________________________
 PV0384  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 PV0384  DYNAMIC HT  -        1166.376 (meters)    3826.69  (feet)  COMP
 PV0384  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 PV0384
 PV0384  VERT ORDER  -  FIRST     CLASS II
 PV0384
 PV0384.The horizontal coordinates were scaled from a topographic map and have
 PV0384.an estimated accuracy of +/- 6 seconds.
 PV0384
 PV0384.The orthometric height was determined by differential leveling
 PV0384.and adjusted by the National Geodetic Survey in June 1991..
 PV0384
 PV0384.The geoid height was determined by GEOID03.
 PV0384
 PV0384.The dynamic height is computed by dividing the NAVD 88
 PV0384.geopotential number by the normal gravity value computed on the
 PV0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0384.degrees latitude (g = 980.6199 gals.).
 PV0384
 PV0384.The modeled gravity was interpolated from observed gravity values.
 PV0384
 PV0384;                    North         East    Units  Estimated Accuracy
 PV0384;SPC WY E     -   457,650.      187,990.      MT  (+/- 180 meters Scaled)
 PV0384
 PV0384                          SUPERSEDED SURVEY CONTROL
 PV0384
 PV0384.No superseded survey control is available for this station.
 PV0384
 PV0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK747407(NAD 83)
 PV0384_MARKER: I = METAL ROD
 PV0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0384_SP_SET: STAINLESS STEEL ROD
 PV0384_STAMPING: T 357 1985
 PV0384_MARK LOGO: NGS   
 PV0384_PROJECTION: FLUSH
 PV0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0384_ROD/PIPE-DEPTH: 4.6  meters
 PV0384
 PV0384  HISTORY     - Date     Condition        Report By
 PV0384  HISTORY     - 1985     MONUMENTED       NGS
 PV0384
 PV0384                          STATION DESCRIPTION
 PV0384
 PV0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0384'48.1 KM (29.9 MI) NORTH FROM GILLETTE.
 PV0384'48.13 KM (29.91 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0384'GILLETTE AVENUE AT GILLETTE, IN THE SOUTHWEST CORNER OF THE T JUNCTION
 PV0384'OF A TRACK ROAD LEADING SOUTHWEST, 2.00 KM (1.24 MI) SOUTHEAST OF THE
 PV0384'JUNCTION OF ROCKY POINT ROAD, 0.35 KM (0.22 MI) SOUTH OF MILEPOST 143,
 PV0384'29.6 METERS (97 FT) WEST OF THE HIGHWAY CENTERLINE, 5.5 METERS (18 FT)
 PV0384'SOUTH OF THE CENTER OF THE ROAD AND 0.3 METER (1 FT) EAST OF THE RIGHT
 PV0384'OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PV0384'LOGO CAP.
 PV0384'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PV0384'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0285 ***********************************************************************
 OV0285  DESIGNATION -  T 358
 OV0285  PID         -  OV0285
 OV0285  STATE/COUNTY-  WY/NATRONA
 OV0285  USGS QUAD   -  EDGERTON (1984)
 OV0285
 OV0285                         *CURRENT SURVEY CONTROL
 OV0285  ___________________________________________________________________
 OV0285* NAD 83(1986)-  43 27 01.     (N)    106 13 40.     (W)     SCALED    
 OV0285* NAVD 88     -      1515.559  (meters)    4972.30   (feet)  ADJUSTED  
 OV0285  ___________________________________________________________________
 OV0285  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 OV0285  DYNAMIC HT  -        1514.706 (meters)    4969.50  (feet)  COMP
 OV0285  MODELED GRAV-     980,003.9   (mgal)                       NAVD 88
 OV0285
 OV0285  VERT ORDER  -  FIRST     CLASS II
 OV0285
 OV0285.The horizontal coordinates were scaled from a topographic map and have
 OV0285.an estimated accuracy of +/- 6 seconds.
 OV0285
 OV0285.The orthometric height was determined by differential leveling
 OV0285.and adjusted by the National Geodetic Survey in June 1991..
 OV0285
 OV0285.The geoid height was determined by GEOID03.
 OV0285
 OV0285.The dynamic height is computed by dividing the NAVD 88
 OV0285.geopotential number by the normal gravity value computed on the
 OV0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0285.degrees latitude (g = 980.6199 gals.).
 OV0285
 OV0285.The modeled gravity was interpolated from observed gravity values.
 OV0285
 OV0285;                    North         East    Units  Estimated Accuracy
 OV0285;SPC WYEC     -   428,270.      489,480.      MT  (+/- 180 meters Scaled)
 OV0285
 OV0285                          SUPERSEDED SURVEY CONTROL
 OV0285
 OV0285  NGVD 29 (06/08/92) 1514.737  (m)         4969.60   (f) ADJUSTED    1 2
 OV0285
 OV0285.Superseded values are not recommended for survey control.
 OV0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0285.See file dsdata.txt to determine how the superseded data were derived.
 OV0285
 OV0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ006115(NAD 83)
 OV0285_MARKER: I = METAL ROD
 OV0285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0285_SP_SET: STAINLESS STEEL ROD
 OV0285_STAMPING: T 358 1985
 OV0285_MARK LOGO: NGS   
 OV0285_PROJECTION: FLUSH
 OV0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0285+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2001
 OV0285_ROD/PIPE-DEPTH: 9.8  meters
 OV0285
 OV0285  HISTORY     - Date     Condition        Report By
 OV0285  HISTORY     - 1985     MONUMENTED       NGS
 OV0285  HISTORY     - 20010827 GOOD             WYHD
 OV0285
 OV0285                          STATION DESCRIPTION
 OV0285
 OV0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0285'6.5 KM (4.05 MI) NE FROM MIDWEST.
 OV0285'6.45 KM (4.01 MI) NORTHEAST ALONG STATE HIGHWAY 387  FROM THE JUNCTION
 OV0285'OF STATE HIGHWAY 259 AT MIDWEST, IN THE APPROXIMATE CENTER OF A SADDLE
 OV0285'BETWEEN TWO ROUNDED KNOLLS, 0.33 KM (0.21 MI) NORTHEAST OF THE
 OV0285'NORTHEAST END OF A BRIDGE OVER COAL DRAW, 0.16 KM (0.10 MI) SOUTH OF
 OV0285'MILEPOST 104, 45.3 METERS (148.5 FT) NORTHWEST OF THE HIGHWAY
 OV0285'CENTERLINE, 11.9 METERS (39 FT) NORTHEAST OF THE NORTHEAST END OF WIRE
 OV0285'GATE IN THE RIGHT OF WAY FENCE AND 0.3 METER (1 FT) SOUTHEAST THE
 OV0285'RIGHT OF WAY FENCE.
 OV0285'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OV0285'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 OV0285
 OV0285                          STATION RECOVERY (2001)
 OV0285
 OV0285'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JE)
 OV0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0323 ***********************************************************************
 PW0323  DESIGNATION -  T 36
 PW0323  PID         -  PW0323
 PW0323  STATE/COUNTY-  WY/WASHAKIE
 PW0323  USGS QUAD   -  BROOM DRAW (1976)
 PW0323
 PW0323                         *CURRENT SURVEY CONTROL
 PW0323  ___________________________________________________________________
 PW0323* NAD 83(1986)-  44 00 23.     (N)    107 38 31.     (W)     SCALED    
 PW0323* NAVD 88     -      1402.453  (meters)    4601.21   (feet)  ADJUSTED  
 PW0323  ___________________________________________________________________
 PW0323  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 PW0323  DYNAMIC HT  -        1401.776 (meters)    4598.99  (feet)  COMP
 PW0323  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 PW0323
 PW0323  VERT ORDER  -  FIRST     CLASS II
 PW0323
 PW0323.The horizontal coordinates were scaled from a topographic map and have
 PW0323.an estimated accuracy of +/- 6 seconds.
 PW0323
 PW0323.The orthometric height was determined by differential leveling
 PW0323.and adjusted by the National Geodetic Survey in June 1991..
 PW0323
 PW0323.The geoid height was determined by GEOID03.
 PW0323
 PW0323.The dynamic height is computed by dividing the NAVD 88
 PW0323.geopotential number by the normal gravity value computed on the
 PW0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0323.degrees latitude (g = 980.6199 gals.).
 PW0323
 PW0323.The modeled gravity was interpolated from observed gravity values.
 PW0323
 PW0323;                    North         East    Units  Estimated Accuracy
 PW0323;SPC WYEC     -   489,510.      375,250.      MT  (+/- 180 meters Scaled)
 PW0323
 PW0323                          SUPERSEDED SURVEY CONTROL
 PW0323
 PW0323  NGVD 29 (??/??/92) 1401.649  (m)         4598.58   (f) ADJ UNCH    1 2
 PW0323
 PW0323.Superseded values are not recommended for survey control.
 PW0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0323.See file dsdata.txt to determine how the superseded data were derived.
 PW0323
 PW0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ882759(NAD 83)
 PW0323_MARKER: DB = BENCH MARK DISK
 PW0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0323_STAMPING: T 36 1934
 PW0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0323+STABILITY: SURFACE MOTION
 PW0323
 PW0323  HISTORY     - Date     Condition        Report By
 PW0323  HISTORY     - 1934     MONUMENTED       CGS
 PW0323  HISTORY     - 1944     GOOD             NGS
 PW0323  HISTORY     - 1966     GOOD             USGS
 PW0323
 PW0323                          STATION DESCRIPTION
 PW0323
 PW0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PW0323'11.5 MI SW FROM TEN SLEEP.
 PW0323'11.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0323'COUNTY, 2.3 MILES EAST OF CORNER T. 47 N., R 90 W., 0.9 MILE SOUTHWEST
 PW0323'OF BIG COTTONWOOD CREEK, BETWEEN TWO SMALL HILLS NORTHWEST OF THE
 PW0323'HIGHWAY, AND 58.7 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY. A
 PW0323'STANDARD DISK, STAMPED T 36 1934 AND SET IN THE TOP OF A CONCRETE
 PW0323'POST.  NOTE-- USE WITH CAUTION.
 PW0323
 PW0323                          STATION RECOVERY (1966)
 PW0323
 PW0323'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0312 ***********************************************************************
 OV0312  DESIGNATION -  T 360
 OV0312  PID         -  OV0312
 OV0312  STATE/COUNTY-  WY/NATRONA
 OV0312  USGS QUAD   -  TEAPOT ROCK (1978)
 OV0312
 OV0312                         *CURRENT SURVEY CONTROL
 OV0312  ___________________________________________________________________
 OV0312* NAD 83(1986)-  43 08 01.     (N)    106 20 04.     (W)     SCALED    
 OV0312* NAVD 88     -      1691.189  (meters)    5548.51   (feet)  ADJUSTED  
 OV0312  ___________________________________________________________________
 OV0312  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 OV0312  DYNAMIC HT  -        1690.141 (meters)    5545.07  (feet)  COMP
 OV0312  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 OV0312
 OV0312  VERT ORDER  -  FIRST     CLASS II
 OV0312
 OV0312.The horizontal coordinates were scaled from a topographic map and have
 OV0312.an estimated accuracy of +/- 6 seconds.
 OV0312
 OV0312.The orthometric height was determined by differential leveling
 OV0312.and adjusted by the National Geodetic Survey in June 1991..
 OV0312
 OV0312.The geoid height was determined by GEOID03.
 OV0312
 OV0312.The dynamic height is computed by dividing the NAVD 88
 OV0312.geopotential number by the normal gravity value computed on the
 OV0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0312.degrees latitude (g = 980.6199 gals.).
 OV0312
 OV0312.The modeled gravity was interpolated from observed gravity values.
 OV0312
 OV0312;                    North         East    Units  Estimated Accuracy
 OV0312;SPC WYEC     -   392,980.      481,270.      MT  (+/- 180 meters Scaled)
 OV0312
 OV0312                          SUPERSEDED SURVEY CONTROL
 OV0312
 OV0312  NGVD 29 (06/08/92) 1690.297  (m)         5545.58   (f) ADJUSTED    1 2
 OV0312
 OV0312.Superseded values are not recommended for survey control.
 OV0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0312.See file dsdata.txt to determine how the superseded data were derived.
 OV0312
 OV0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH914765(NAD 83)
 OV0312_MARKER: I = METAL ROD
 OV0312_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0312_SP_SET: STAINLESS STEEL ROD
 OV0312_STAMPING: T 360 1985
 OV0312_MARK LOGO: NGS   
 OV0312_PROJECTION: FLUSH
 OV0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0312_ROD/PIPE-DEPTH: 3.7  meters
 OV0312
 OV0312  HISTORY     - Date     Condition        Report By
 OV0312  HISTORY     - 1985     MONUMENTED       NGS
 OV0312  HISTORY     - 19920825 GOOD             USPSQD
 OV0312
 OV0312                          STATION DESCRIPTION
 OV0312
 OV0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0312'32.2 KM (20.0 MI) NORTH FROM CASPER.
 OV0312'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 OV0312'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 OV0312'26.28 KM (16.33 MI) NORTH ALONG THE I 25 SERVICE ROAD, IN THE CENTER
 OV0312'OF A DOUBLE WOODEN POST BRACE IN THE RIGHT OF WAY FENCE, 0.18 KM (0.11
 OV0312'MI) SOUTH OF A RAVINE CROSSING, 44.7 METERS (146.5 FT) EAST OF THE
 OV0312'CENTER OF THE ROAD AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY
 OV0312'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OV0312'THE MARK IS 1.0 METERS  N FROM  A WITNESS POST
 OV0312'THE MARK IS 1.0 M ABOVE THE ROAD.
 OV0312
 OV0312                          STATION RECOVERY (1992)
 OV0312
 OV0312'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 OV0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0333 ***********************************************************************
 OU0333  DESIGNATION -  T 361
 OU0333  PID         -  OU0333
 OU0333  STATE/COUNTY-  WY/WESTON
 OU0333  USGS QUAD   -  OSAGE SE (1979)
 OU0333
 OU0333                         *CURRENT SURVEY CONTROL
 OU0333  ___________________________________________________________________
 OU0333* NAD 83(1986)-  43 51 38.     (N)    104 16 03.     (W)     SCALED    
 OU0333* NAVD 88     -      1287.177  (meters)    4223.01   (feet)  ADJUSTED  
 OU0333  ___________________________________________________________________
 OU0333  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 OU0333  DYNAMIC HT  -        1286.612 (meters)    4221.16  (feet)  COMP
 OU0333  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 OU0333
 OU0333  VERT ORDER  -  FIRST     CLASS II
 OU0333
 OU0333.The horizontal coordinates were scaled from a topographic map and have
 OU0333.an estimated accuracy of +/- 6 seconds.
 OU0333
 OU0333.The orthometric height was determined by differential leveling
 OU0333.and adjusted by the National Geodetic Survey in June 1991..
 OU0333
 OU0333.The geoid height was determined by GEOID03.
 OU0333
 OU0333.The dynamic height is computed by dividing the NAVD 88
 OU0333.geopotential number by the normal gravity value computed on the
 OU0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0333.degrees latitude (g = 980.6199 gals.).
 OU0333
 OU0333.The modeled gravity was interpolated from observed gravity values.
 OU0333
 OU0333;                    North         East    Units  Estimated Accuracy
 OU0333;SPC WY E     -   373,650.      272,280.      MT  (+/- 180 meters Scaled)
 OU0333
 OU0333                          SUPERSEDED SURVEY CONTROL
 OU0333
 OU0333.No superseded survey control is available for this station.
 OU0333
 OU0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ588566(NAD 83)
 OU0333_MARKER: DB = BENCH MARK DISK
 OU0333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OU0333_SP_SET: BRIDGE ABUTMENT
 OU0333_STAMPING: T 361 1985
 OU0333_MARK LOGO: NGS   
 OU0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0333
 OU0333  HISTORY     - Date     Condition        Report By
 OU0333  HISTORY     - 1985     MONUMENTED       NGS
 OU0333
 OU0333                          STATION DESCRIPTION
 OU0333
 OU0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0333'5.7 KM (3.55 MI) NW FROM NEWCASTLE.
 OU0333'5.7 KM (3.55 MI) NORTHWEST ALONG US HIGHWAY 16 FROM THE COUNTY
 OU0333'COURTHOUSE AT NEWCASTLE, IN TOP OF AND 0.3 METER (1 FT) SOUTHWEST OF
 OU0333'THE NORTHEAST END OF THE NORTHWEST ABUTMENT FOR THE BRIDGE OVER ALUM
 OU0333'CREEK, 0.6 KM (0.4 MI) NORTHWEST OF MILEPOST 246, 5.5 METERS (18 FT)
 OU0333'NORTHEAST OF THE HIGHWAY CENTERLINE.
 OU0333'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0360 ***********************************************************************
 OU0360  DESIGNATION -  T 362
 OU0360  PID         -  OU0360
 OU0360  STATE/COUNTY-  WY/WESTON
 OU0360  USGS QUAD   -  DEWEY (1951)
 OU0360
 OU0360                         *CURRENT SURVEY CONTROL
 OU0360  ___________________________________________________________________
 OU0360* NAD 83(1986)-  43 34 32.     (N)    104 06 25.     (W)     SCALED    
 OU0360* NAVD 88     -      1151.237  (meters)    3777.02   (feet)  ADJUSTED  
 OU0360  ___________________________________________________________________
 OU0360  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 OU0360  DYNAMIC HT  -        1150.759 (meters)    3775.45  (feet)  COMP
 OU0360  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 OU0360
 OU0360  VERT ORDER  -  FIRST     CLASS II
 OU0360
 OU0360.The horizontal coordinates were scaled from a topographic map and have
 OU0360.an estimated accuracy of +/- 6 seconds.
 OU0360
 OU0360.The orthometric height was determined by differential leveling
 OU0360.and adjusted by the National Geodetic Survey in June 1991..
 OU0360
 OU0360.The geoid height was determined by GEOID03.
 OU0360
 OU0360.The dynamic height is computed by dividing the NAVD 88
 OU0360.geopotential number by the normal gravity value computed on the
 OU0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0360.degrees latitude (g = 980.6199 gals.).
 OU0360
 OU0360.The modeled gravity was interpolated from observed gravity values.
 OU0360
 OU0360;                    North         East    Units  Estimated Accuracy
 OU0360;SPC WY E     -   342,140.      285,600.      MT  (+/- 180 meters Scaled)
 OU0360
 OU0360                          SUPERSEDED SURVEY CONTROL
 OU0360
 OU0360.No superseded survey control is available for this station.
 OU0360
 OU0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ721251(NAD 83)
 OU0360_MARKER: I = METAL ROD
 OU0360_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0360+WITH SETTING: INFORMATION.
 OU0360_SP_SET: SHALLOW-SET METAL ROD
 OU0360_STAMPING: T 362 1985
 OU0360_MARK LOGO: NGS   
 OU0360_PROJECTION: FLUSH
 OU0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0360_ROD/PIPE-DEPTH: 2.7  meters
 OU0360
 OU0360  HISTORY     - Date     Condition        Report By
 OU0360  HISTORY     - 1985     MONUMENTED       NGS
 OU0360
 OU0360                          STATION DESCRIPTION
 OU0360
 OU0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0360'32.6 KM (20.25 MI) SOUTH FROM NEWCASTLE.
 OU0360'32.65 KM (20.3 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0360'HIGHWAY 85 OVERPASS OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0360'NEWCASTLE, 3.15 KM (2.0 MI) NORTH OF THE T JUNCTION OF DEWEY ROAD,
 OU0360'17.2 METERS (56.5 FT) EAST OF THE HIGHWAY CENTERLINE AND 0.3 METER
 OU0360'(1 FT) WEST OF A RIGHT-OF-WAY FENCE.  ROD SET TO 9-FOOT ANCHORED
 OU0360'REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OU0360'CAP.
 OU0360'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OU0360'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1023 ***********************************************************************
 PY1023  DESIGNATION -  T 365
 PY1023  PID         -  PY1023
 PY1023  STATE/COUNTY-  WY/PARK
 PY1023  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY1023
 PY1023                         *CURRENT SURVEY CONTROL
 PY1023  ___________________________________________________________________
 PY1023* NAD 83(1986)-  44 57 19.     (N)    110 31 45.     (W)     SCALED    
 PY1023* NAVD 88     -      2069.977  (meters)    6791.25   (feet)  ADJUSTED  
 PY1023  ___________________________________________________________________
 PY1023  GEOID HEIGHT-          -8.49  (meters)                     GEOID03
 PY1023  DYNAMIC HT  -        2068.839 (meters)    6787.52  (feet)  COMP
 PY1023  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 PY1023
 PY1023  VERT ORDER  -  FIRST     CLASS II
 PY1023
 PY1023.The horizontal coordinates were scaled from a topographic map and have
 PY1023.an estimated accuracy of +/- 6 seconds.
 PY1023
 PY1023.The orthometric height was determined by differential leveling
 PY1023.and adjusted by the National Geodetic Survey in June 1991..
 PY1023
 PY1023.The geoid height was determined by GEOID03.
 PY1023
 PY1023.The dynamic height is computed by dividing the NAVD 88
 PY1023.geopotential number by the normal gravity value computed on the
 PY1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1023.degrees latitude (g = 980.6199 gals.).
 PY1023
 PY1023.The modeled gravity was interpolated from observed gravity values.
 PY1023
 PY1023;                    North         East    Units  Estimated Accuracy
 PY1023;SPC WYWC     -   496,440.      459,620.      MT  (+/- 180 meters Scaled)
 PY1023
 PY1023                          SUPERSEDED SURVEY CONTROL
 PY1023
 PY1023  NGVD 29 (08/20/92) 2068.715  (m)         6787.11   (f) ADJUSTED    1 2
 PY1023
 PY1023.Superseded values are not recommended for survey control.
 PY1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1023.See file dsdata.txt to determine how the superseded data were derived.
 PY1023
 PY1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ371780(NAD 83)
 PY1023_MARKER: I = METAL ROD
 PY1023_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1023_SP_SET: STAINLESS STEEL ROD
 PY1023_STAMPING: T 365 1987
 PY1023_MARK LOGO: NGS   
 PY1023_PROJECTION: FLUSH
 PY1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1023_ROD/PIPE-DEPTH: 4.1  meters
 PY1023
 PY1023  HISTORY     - Date     Condition        Report By
 PY1023  HISTORY     - 1987     MONUMENTED       NGS
 PY1023
 PY1023                          STATION DESCRIPTION
 PY1023
 PY1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1023'13.8 KM (8.60 MI) WEST FROM TOWER JUNCTION.
 PY1023'13.8 KM (8.60 MI) WESTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1023'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, AT A PAVED HIGHWAY
 PY1023'PULLOUT ON THE SOUTH SIDE OF THE HIGHWAY, 30.3 M (99.4 FT) SOUTH OF A
 PY1023'SIGN (PHANTOM LAKE), 21.5 M (70.5 FT) SOUTH OF THE CENTERLINE OF THE
 PY1023'HIGHWAY, 17.7 M (58.1 FT) SOUTHEAST OF THE SOUTH HEADWALL OF A STONE
 PY1023'CULVERT, AND 10.0 M (32.8 FT) SOUTHWEST OF A GARBAGE CAN PEDESTAL.
 PY1023'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY1023'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1006 ***********************************************************************
 PY1006  DESIGNATION -  T 366
 PY1006  PID         -  PY1006
 PY1006  STATE/COUNTY-  WY/PARK
 PY1006  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY1006
 PY1006                         *CURRENT SURVEY CONTROL
 PY1006  ___________________________________________________________________
 PY1006* NAD 83(1986)-  44 45 44.     (N)    110 28 16.     (W)     SCALED    
 PY1006* NAVD 88     -      2542.952  (meters)    8343.00   (feet)  ADJUSTED  
 PY1006  ___________________________________________________________________
 PY1006  GEOID HEIGHT-          -8.49  (meters)                     GEOID03
 PY1006  DYNAMIC HT  -        2541.288 (meters)    8337.54  (feet)  COMP
 PY1006  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 PY1006
 PY1006  VERT ORDER  -  FIRST     CLASS II
 PY1006
 PY1006.The horizontal coordinates were scaled from a topographic map and have
 PY1006.an estimated accuracy of +/- 6 seconds.
 PY1006
 PY1006.The orthometric height was determined by differential leveling
 PY1006.and adjusted by the National Geodetic Survey in June 1991..
 PY1006
 PY1006.The geoid height was determined by GEOID03.
 PY1006
 PY1006.The dynamic height is computed by dividing the NAVD 88
 PY1006.geopotential number by the normal gravity value computed on the
 PY1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1006.degrees latitude (g = 980.6199 gals.).
 PY1006
 PY1006.The modeled gravity was interpolated from observed gravity values.
 PY1006
 PY1006;                    North         East    Units  Estimated Accuracy
 PY1006;SPC WYWC     -   474,880.      463,740.      MT  (+/- 180 meters Scaled)
 PY1006
 PY1006                          SUPERSEDED SURVEY CONTROL
 PY1006
 PY1006  NGVD 29 (08/20/92) 2541.554  (m)         8338.42   (f) ADJUSTED    1 2
 PY1006
 PY1006.Superseded values are not recommended for survey control.
 PY1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1006.See file dsdata.txt to determine how the superseded data were derived.
 PY1006
 PY1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ418566(NAD 83)
 PY1006_MARKER: I = METAL ROD
 PY1006_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1006_SP_SET: STAINLESS STEEL ROD
 PY1006_STAMPING: T 366 1987
 PY1006_MARK LOGO: NGS   
 PY1006_PROJECTION: FLUSH
 PY1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1006_ROD/PIPE-DEPTH: 3.7  meters
 PY1006
 PY1006  HISTORY     - Date     Condition        Report By
 PY1006  HISTORY     - 1987     MONUMENTED       NGS
 PY1006
 PY1006                          STATION DESCRIPTION
 PY1006
 PY1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1006'4.0 KM (2.50 MI) NORTH FROM CANYON VILLAGE.
 PY1006'4.0 KM (2.50 MI) NORTHERLY ALONG CANYON JUNCTION-TOWER JUNCTION
 PY1006'HIGHWAY FROM THE JUNCTION OF NORTH RIM ROAD IN CANYON VILLAGE, 16.8 M
 PY1006'(55.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 8.3 M (27.2
 PY1006'FT) NORTHEAST OF THE CENTER OF AN ENTRANCE INTO A PICNIC AREA.
 PY1006'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY1006'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0800 ***********************************************************************
 PY0800  DESIGNATION -  T 367
 PY0800  PID         -  PY0800
 PY0800  STATE/COUNTY-  WY/TETON
 PY0800  USGS QUAD   -  WEST THUMB (1986)
 PY0800
 PY0800                         *CURRENT SURVEY CONTROL
 PY0800  ___________________________________________________________________
 PY0800* NAD 83(1986)-  44 25 17.     (N)    110 35 02.     (W)     SCALED    
 PY0800* NAVD 88     -      2408.869  (meters)    7903.10   (feet)  ADJUSTED  
 PY0800  ___________________________________________________________________
 PY0800  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 PY0800  DYNAMIC HT  -        2407.244 (meters)    7897.77  (feet)  COMP
 PY0800  MODELED GRAV-     979,856.1   (mgal)                       NAVD 88
 PY0800
 PY0800  VERT ORDER  -  FIRST     CLASS II
 PY0800
 PY0800.The horizontal coordinates were scaled from a topographic map and have
 PY0800.an estimated accuracy of +/- 6 seconds.
 PY0800
 PY0800.The orthometric height was determined by differential leveling
 PY0800.and adjusted by the National Geodetic Survey in June 1991..
 PY0800
 PY0800.The geoid height was determined by GEOID03.
 PY0800
 PY0800.The dynamic height is computed by dividing the NAVD 88
 PY0800.geopotential number by the normal gravity value computed on the
 PY0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0800.degrees latitude (g = 980.6199 gals.).
 PY0800
 PY0800.The modeled gravity was interpolated from observed gravity values.
 PY0800
 PY0800;                    North         East    Units  Estimated Accuracy
 PY0800;SPC WY W     -   535,690.      760,140.      MT  (+/- 180 meters Scaled)
 PY0800
 PY0800                          SUPERSEDED SURVEY CONTROL
 PY0800
 PY0800  NGVD 29 (08/20/92) 2407.473  (m)         7898.52   (f) ADJUSTED    1 2
 PY0800
 PY0800.Superseded values are not recommended for survey control.
 PY0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0800.See file dsdata.txt to determine how the superseded data were derived.
 PY0800
 PY0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ331187(NAD 83)
 PY0800_MARKER: I = METAL ROD
 PY0800_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0800_SP_SET: STAINLESS STEEL ROD
 PY0800_STAMPING: T 367 1987
 PY0800_MARK LOGO: NGS   
 PY0800_PROJECTION: FLUSH
 PY0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0800_ROD/PIPE-DEPTH: 3.7  meters
 PY0800
 PY0800  HISTORY     - Date     Condition        Report By
 PY0800  HISTORY     - 1987     MONUMENTED       NGS
 PY0800
 PY0800                          STATION DESCRIPTION
 PY0800
 PY0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0800'0.7 KM (0.45 MI) NW FROM WEST THUMB.
 PY0800'0.7 KM (0.45 MI) WESTERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0800'FROM THE SOUTH JUNCTION OF WEST THUMB-LAKE JUNCTION HIGHWAY IN WEST
 PY0800'THUMB, 20.6 M (67.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PY0800'16.1 M (52.8 FT) NORTHEAST OF A PIPE GATE STOP, 15.0 M (49.2 FT)
 PY0800'NORTH-NORTHEAST OF THE NORTHEAST END OF A HIGHWAY PULLOUT, AND 7.8 M
 PY0800'(25.6 FT) SOUTHEAST OF THE SOUTH CORNER OF A 9 BY 10 FOOT CONCRETE
 PY0800'PAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0800'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0922 ***********************************************************************
 PY0922  DESIGNATION -  T 368
 PY0922  PID         -  PY0922
 PY0922  STATE/COUNTY-  WY/PARK
 PY0922  USGS QUAD   -  MARY LAKE (1986)
 PY0922
 PY0922                         *CURRENT SURVEY CONTROL
 PY0922  ___________________________________________________________________
 PY0922* NAD 83(1986)-  44 36 00.     (N)    110 38 36.     (W)     SCALED    
 PY0922* NAVD 88     -      2514.447  (meters)    8249.48   (feet)  ADJUSTED  
 PY0922  ___________________________________________________________________
 PY0922  GEOID HEIGHT-          -8.73  (meters)                     GEOID03
 PY0922  DYNAMIC HT  -        2512.758 (meters)    8243.94  (feet)  COMP
 PY0922  MODELED GRAV-     979,854.5   (mgal)                       NAVD 88
 PY0922
 PY0922  VERT ORDER  -  FIRST     CLASS II
 PY0922
 PY0922.The horizontal coordinates were scaled from a topographic map and have
 PY0922.an estimated accuracy of +/- 6 seconds.
 PY0922
 PY0922.The orthometric height was determined by differential leveling
 PY0922.and adjusted by the National Geodetic Survey in June 1991..
 PY0922
 PY0922.The geoid height was determined by GEOID03.
 PY0922
 PY0922.The dynamic height is computed by dividing the NAVD 88
 PY0922.geopotential number by the normal gravity value computed on the
 PY0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0922.degrees latitude (g = 980.6199 gals.).
 PY0922
 PY0922.The modeled gravity was interpolated from observed gravity values.
 PY0922
 PY0922;                    North         East    Units  Estimated Accuracy
 PY0922;SPC WYWC     -   457,160.      449,690.      MT  (+/- 180 meters Scaled)
 PY0922
 PY0922                          SUPERSEDED SURVEY CONTROL
 PY0922
 PY0922  NGVD 29 (08/20/92) 2513.043  (m)         8244.88   (f) ADJUSTED    1 2
 PY0922
 PY0922.Superseded values are not recommended for survey control.
 PY0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0922.See file dsdata.txt to determine how the superseded data were derived.
 PY0922
 PY0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ283385(NAD 83)
 PY0922_MARKER: DB = BENCH MARK DISK
 PY0922_SETTING: 66 = SET IN ROCK OUTCROP
 PY0922_SP_SET: BEDROCK
 PY0922_STAMPING: T 368 1987
 PY0922_MARK LOGO: NGS   
 PY0922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0922+STABILITY: POSITION/ELEVATION WELL
 PY0922
 PY0922  HISTORY     - Date     Condition        Report By
 PY0922  HISTORY     - 1987     MONUMENTED       NGS
 PY0922
 PY0922                          STATION DESCRIPTION
 PY0922
 PY0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0922'26.3 KM (16.35 MI) SE FROM MADISON JUNCTION.
 PY0922'10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD FROM MADISON
 PY0922'JUNCTION, THENCE 3.5 KM (2.15 MI) EASTERLY ALONG A SERVICE ROAD AND
 PY0922'MARY MOUNTAIN TRAIL TO A FOOT BRIDGE ACROSS NEZ PERCE CREEK, THENCE
 PY0922'12.7 KM (7.90 MI) EASTERLY ALONG MARY MOUNTAIN TRAIL, CEMENTED IN A
 PY0922'DRILL HOLE IN TOP OF A LARGE EXPOSED AREA OF A ROCK LEDGE ABOUT 8 X
 PY0922'15 FEET ALONG ITS EAST EDGE, ON A PROMINENT POINT BETWEEN TWO SMALL
 PY0922'DRAWS, AND 25.0 M (82.0 FT) WEST OF THE TRAIL.
 PY0922'THE MARK IS 20.0 M ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0062 ***********************************************************************
 PW0062  DESIGNATION -  T 37
 PW0062  PID         -  PW0062
 PW0062  STATE/COUNTY-  WY/JOHNSON
 PW0062  USGS QUAD   -  POWDER RIVER PASS (1993)
 PW0062
 PW0062                         *CURRENT SURVEY CONTROL
 PW0062  ___________________________________________________________________
 PW0062* NAD 83(1986)-  44 09 02.     (N)    107 01 15.     (W)     SCALED    
 PW0062* NAVD 88     -      2658.843  (meters)    8723.22   (feet)  ADJUSTED  
 PW0062  ___________________________________________________________________
 PW0062  GEOID HEIGHT-          -9.09  (meters)                     GEOID03
 PW0062  DYNAMIC HT  -        2657.180 (meters)    8717.76  (feet)  COMP
 PW0062  MODELED GRAV-     979,893.9   (mgal)                       NAVD 88
 PW0062
 PW0062  VERT ORDER  -  FIRST     CLASS II
 PW0062
 PW0062.The horizontal coordinates were scaled from a topographic map and have
 PW0062.an estimated accuracy of +/- 6 seconds.
 PW0062
 PW0062.The orthometric height was determined by differential leveling
 PW0062.and adjusted by the National Geodetic Survey in June 1991..
 PW0062
 PW0062.The geoid height was determined by GEOID03.
 PW0062
 PW0062.The dynamic height is computed by dividing the NAVD 88
 PW0062.geopotential number by the normal gravity value computed on the
 PW0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0062.degrees latitude (g = 980.6199 gals.).
 PW0062
 PW0062.The modeled gravity was interpolated from observed gravity values.
 PW0062
 PW0062;                    North         East    Units  Estimated Accuracy
 PW0062;SPC WYEC     -   505,530.      425,000.      MT  (+/- 180 meters Scaled)
 PW0062
 PW0062                          SUPERSEDED SURVEY CONTROL
 PW0062
 PW0062  NGVD 29 (??/??/92) 2657.82   (m)         8719.9    (f) COMPUTED    1 2
 PW0062
 PW0062.Superseded values are not recommended for survey control.
 PW0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0062.See file dsdata.txt to determine how the superseded data were derived.
 PW0062
 PW0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ383905(NAD 83)
 PW0062_MARKER: DB = BENCH MARK DISK
 PW0062_SETTING: 80 = SET IN A BOULDER
 PW0062_STAMPING: T 37 1934
 PW0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0062+STABILITY: SURFACE MOTION
 PW0062
 PW0062  HISTORY     - Date     Condition        Report By
 PW0062  HISTORY     - 1934     MONUMENTED       CGS
 PW0062  HISTORY     - 1969     MARK NOT FOUND   USGS
 PW0062
 PW0062                          STATION DESCRIPTION
 PW0062
 PW0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0062'32.3 MI NE FROM TEN SLEEP.
 PW0062'IN JOHNSON COUNTY, 32.3 MILES NORTHEAST ALONG U.S. HIGHWAY 16 FROM TEN
 PW0062'SLEEP, WASHAKIE COUNTY, 5.9 MILES NORTHEAST OF THE WASHAKIE-JOHNSON
 PW0062'COUNTY LINE, 2.0 MILES NORTHEAST OF MUDDY PASS, 38.6 FEET SOUTH OF THE
 PW0062'CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A LARGE GRANITE
 PW0062'BOULDER.  A STANDARD DISK, STAMPED T 37 1934.
 PW0062
 PW0062                          STATION RECOVERY (1969)
 PW0062
 PW0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 PW0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0660 ***********************************************************************
 PV0660  DESIGNATION -  T 370
 PV0660  PID         -  PV0660
 PV0660  STATE/COUNTY-  WY/CROOK
 PV0660  USGS QUAD   -  LINDEN (1984)
 PV0660
 PV0660                         *CURRENT SURVEY CONTROL
 PV0660  ___________________________________________________________________
 PV0660* NAD 83(1986)-  44 19 30.     (N)    104 31 47.     (W)     SCALED    
 PV0660* NAVD 88     -      1456.033  (meters)    4777.00   (feet)  ADJUSTED  
 PV0660  ___________________________________________________________________
 PV0660  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 PV0660  DYNAMIC HT  -        1455.448 (meters)    4775.08  (feet)  COMP
 PV0660  MODELED GRAV-     980,163.8   (mgal)                       NAVD 88
 PV0660
 PV0660  VERT ORDER  -  FIRST     CLASS II
 PV0660
 PV0660.The horizontal coordinates were scaled from a topographic map and have
 PV0660.an estimated accuracy of +/- 6 seconds.
 PV0660
 PV0660.The orthometric height was determined by differential leveling
 PV0660.and adjusted by the National Geodetic Survey in September 1993..
 PV0660
 PV0660.The geoid height was determined by GEOID03.
 PV0660
 PV0660.The dynamic height is computed by dividing the NAVD 88
 PV0660.geopotential number by the normal gravity value computed on the
 PV0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0660.degrees latitude (g = 980.6199 gals.).
 PV0660
 PV0660.The modeled gravity was interpolated from observed gravity values.
 PV0660
 PV0660;                    North         East    Units  Estimated Accuracy
 PV0660;SPC WY E     -   425,060.      250,800.      MT  (+/- 180 meters Scaled)
 PV0660
 PV0660                          SUPERSEDED SURVEY CONTROL
 PV0660
 PV0660.No superseded survey control is available for this station.
 PV0660
 PV0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK374080(NAD 83)
 PV0660_MARKER: DV = VERTICAL CONTROL DISK
 PV0660_SETTING: 66 = SET IN ROCK OUTCROP
 PV0660_SP_SET: IN A DRILL HOLE IN BEDROCK
 PV0660_STAMPING: T 370 1991
 PV0660_MARK LOGO: NGS   
 PV0660_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0660+STABILITY: POSITION/ELEVATION WELL
 PV0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0660+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0660
 PV0660  HISTORY     - Date     Condition        Report By
 PV0660  HISTORY     - 1991     MONUMENTED       NGS
 PV0660
 PV0660                          STATION DESCRIPTION
 PV0660
 PV0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0660'17.4 KM (10.80 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0660'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, IN A 2 BY 2
 PV0660'FOOT AREA OF EXPOSED BEDROCK NEAR THE CREST OF A HIGHWAY CUT AT THE
 PV0660'EAST END OF A WESTBOUND PARKING AREA, 53.7 M (176.2 FT) NORTHEAST OF
 PV0660'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 18.4 M (60.4
 PV0660'FT) SOUTHWEST OF A FENCE CORNER, 13.0 M (42.7 FT) NORTH OF THE
 PV0660'SOUTHWEST CORNER OF A ROCK LEDGE, 5.1 M (16.7 FT) ABOVE THE LEVEL OF
 PV0660'THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0092 ***********************************************************************
 PW0092  DESIGNATION -  T 38
 PW0092  PID         -  PW0092
 PW0092  STATE/COUNTY-  WY/JOHNSON
 PW0092  USGS QUAD   -  BUFFALO NE (1970)
 PW0092
 PW0092                         *CURRENT SURVEY CONTROL
 PW0092  ___________________________________________________________________
 PW0092* NAD 83(1986)-  44 27 25.     (N)    106 34 05.     (W)     SCALED    
 PW0092* NAVD 88     -      1302.677  (meters)    4273.87   (feet)  ADJUSTED  
 PW0092  ___________________________________________________________________
 PW0092  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 PW0092  DYNAMIC HT  -        1302.112 (meters)    4272.01  (feet)  COMP
 PW0092  MODELED GRAV-     980,139.3   (mgal)                       NAVD 88
 PW0092
 PW0092  VERT ORDER  -  FIRST     CLASS II
 PW0092
 PW0092.The horizontal coordinates were scaled from a topographic map and have
 PW0092.an estimated accuracy of +/- 6 seconds.
 PW0092
 PW0092.The orthometric height was determined by differential leveling
 PW0092.and adjusted by the National Geodetic Survey in June 1991..
 PW0092
 PW0092.The geoid height was determined by GEOID03.
 PW0092
 PW0092.The dynamic height is computed by dividing the NAVD 88
 PW0092.geopotential number by the normal gravity value computed on the
 PW0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0092.degrees latitude (g = 980.6199 gals.).
 PW0092
 PW0092.The modeled gravity was interpolated from observed gravity values.
 PW0092
 PW0092;                    North         East    Units  Estimated Accuracy
 PW0092;SPC WYEC     -   539,810.      460,900.      MT  (+/- 180 meters Scaled)
 PW0092
 PW0092                          SUPERSEDED SURVEY CONTROL
 PW0092
 PW0092  NGVD 29 (??/??/92) 1301.914  (m)         4271.36   (f) ADJ UNCH    1 2
 PW0092
 PW0092.Superseded values are not recommended for survey control.
 PW0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0092.See file dsdata.txt to determine how the superseded data were derived.
 PW0092
 PW0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK752238(NAD 83)
 PW0092_MARKER: DB = BENCH MARK DISK
 PW0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0092_STAMPING: T 38 1934
 PW0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0092+STABILITY: SURFACE MOTION
 PW0092
 PW0092  HISTORY     - Date     Condition        Report By
 PW0092  HISTORY     - 1934     MONUMENTED       CGS
 PW0092  HISTORY     - 1970     MARK NOT FOUND   USGS
 PW0092
 PW0092                          STATION DESCRIPTION
 PW0092
 PW0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0092'10.8 MI NE FROM BUFFALO.
 PW0092'10.8 MILES NORTHEAST ALONG THE WYOMING RAILWAY FROM BUFFALO, JOHNSON
 PW0092'COUNTY, 7.6 FEET NORTH OF MILEPOST 18, 0.3 MILE SOUTH OF THE ENTRANCE
 PW0092'TO THE FIELD GROVE RANCH, 125 FEET WEST OF THE CENTERLINE OF U.S.
 PW0092'HIGHWAY 16, 32.5 FEET WEST OF THE WEST RAIL, 23 FEET WEST OF THE
 PW0092'CENTERLINE OF AN OLD ROAD, AND IN LINE WITH A ROW OF POLES.  A
 PW0092'STANDARD DISK, STAMPED T 38 1934 AND SET IN THE TOP OF A CONCRETE
 PW0092'POST.
 PW0092
 PW0092                          STATION RECOVERY (1970)
 PW0092
 PW0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PW0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0057 ***********************************************************************
 OV0057  DESIGNATION -  T 39
 OV0057  PID         -  OV0057
 OV0057  STATE/COUNTY-  WY/JOHNSON
 OV0057  USGS QUAD   -  SCHLICHT DRAW (1981)
 OV0057
 OV0057                         *CURRENT SURVEY CONTROL
 OV0057  ___________________________________________________________________
 OV0057* NAD 83(1986)-  43 57 12.     (N)    106 40 35.     (W)     SCALED    
 OV0057* NAVD 88     -      1499.636  (meters)    4920.06   (feet)  ADJUSTED  
 OV0057  ___________________________________________________________________
 OV0057  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 OV0057  DYNAMIC HT  -        1498.869 (meters)    4917.54  (feet)  COMP
 OV0057  MODELED GRAV-     980,054.9   (mgal)                       NAVD 88
 OV0057
 OV0057  VERT ORDER  -  SECOND    CLASS 0
 OV0057
 OV0057.The horizontal coordinates were scaled from a topographic map and have
 OV0057.an estimated accuracy of +/- 6 seconds.
 OV0057
 OV0057.The orthometric height was determined by differential leveling
 OV0057.and adjusted by the National Geodetic Survey in June 1991..
 OV0057
 OV0057.The geoid height was determined by GEOID03.
 OV0057
 OV0057.The dynamic height is computed by dividing the NAVD 88
 OV0057.geopotential number by the normal gravity value computed on the
 OV0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0057.degrees latitude (g = 980.6199 gals.).
 OV0057
 OV0057.The modeled gravity was interpolated from observed gravity values.
 OV0057
 OV0057;                    North         East    Units  Estimated Accuracy
 OV0057;SPC WYEC     -   483,770.      452,730.      MT  (+/- 180 meters Scaled)
 OV0057
 OV0057                          SUPERSEDED SURVEY CONTROL
 OV0057
 OV0057  NGVD 29 (??/??/92) 1498.799  (m)         4917.31   (f) ADJ UNCH    2 0
 OV0057
 OV0057.Superseded values are not recommended for survey control.
 OV0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0057.See file dsdata.txt to determine how the superseded data were derived.
 OV0057
 OV0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ654680(NAD 83)
 OV0057_MARKER: DB = BENCH MARK DISK
 OV0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0057_STAMPING: T 39 1934
 OV0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0057+STABILITY: SURFACE MOTION
 OV0057
 OV0057  HISTORY     - Date     Condition        Report By
 OV0057  HISTORY     - 1934     MONUMENTED       CGS
 OV0057  HISTORY     - 1954     GOOD             NGS
 OV0057
 OV0057                          STATION DESCRIPTION
 OV0057
 OV0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 OV0057'17.9 MI N FROM KAYCEE.
 OV0057'17.9 MILES NORTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY, 3
 OV0057'MILES NORTHEAST OF A RANCH HOUSE IN THE FOOTHILLS, 0.9 MILE SOUTH OF
 OV0057'SOUTH FORK CRAZY WOMAN CREEK, 0.5 MILE SOUTH OF A SCHOOLHOUSE, 48.4
 OV0057'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1.4 FEET WEST OF A FENCE,
 OV0057'AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED T 39
 OV0057'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0038 ***********************************************************************
 OV0038  DESIGNATION -  T 40
 OV0038  PID         -  OV0038
 OV0038  STATE/COUNTY-  WY/NATRONA
 OV0038  USGS QUAD   -  MIDWEST (1978)
 OV0038
 OV0038                         *CURRENT SURVEY CONTROL
 OV0038  ___________________________________________________________________
 OV0038* NAD 83(1986)-  43 25 24.     (N)    106 20 00.     (W)     SCALED    
 OV0038* NAVD 88     -      1497.812  (meters)    4914.07   (feet)  ADJUSTED  
 OV0038  ___________________________________________________________________
 OV0038  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 OV0038  DYNAMIC HT  -        1496.993 (meters)    4911.38  (feet)  COMP
 OV0038  MODELED GRAV-     980,020.8   (mgal)                       NAVD 88
 OV0038
 OV0038  VERT ORDER  -  SECOND    CLASS 0
 OV0038
 OV0038.The horizontal coordinates were scaled from a topographic map and have
 OV0038.an estimated accuracy of +/- 6 seconds.
 OV0038
 OV0038.The orthometric height was determined by differential leveling
 OV0038.and adjusted by the National Geodetic Survey in June 1991..
 OV0038
 OV0038.The geoid height was determined by GEOID03.
 OV0038
 OV0038.The dynamic height is computed by dividing the NAVD 88
 OV0038.geopotential number by the normal gravity value computed on the
 OV0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0038.degrees latitude (g = 980.6199 gals.).
 OV0038
 OV0038.The modeled gravity was interpolated from observed gravity values.
 OV0038
 OV0038;                    North         East    Units  Estimated Accuracy
 OV0038;SPC WYEC     -   425,170.      480,970.      MT  (+/- 180 meters Scaled)
 OV0038
 OV0038                          SUPERSEDED SURVEY CONTROL
 OV0038
 OV0038  NGVD 29 (??/??/92) 1497.008  (m)         4911.43   (f) ADJ UNCH    2 0
 OV0038
 OV0038.Superseded values are not recommended for survey control.
 OV0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0038.See file dsdata.txt to determine how the superseded data were derived.
 OV0038
 OV0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ920086(NAD 83)
 OV0038_MARKER: DB = BENCH MARK DISK
 OV0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0038_STAMPING: T 40 1934
 OV0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0038+STABILITY: SURFACE MOTION
 OV0038
 OV0038  HISTORY     - Date     Condition        Report By
 OV0038  HISTORY     - 1934     MONUMENTED       CGS
 OV0038  HISTORY     - 1958     MARK NOT FOUND   USGS
 OV0038  HISTORY     - 1968     MARK NOT FOUND   USGS
 OV0038  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0038
 OV0038                          STATION DESCRIPTION
 OV0038
 OV0038'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0038'3.8 MI NW FROM MIDWEST.
 OV0038'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY 87 FROM MIDWEST, NATRONA
 OV0038'COUNTY, 0.2 MILE WEST OF A CREEK ALONG THE HIGHWAY, 51.6 FEET
 OV0038'SOUTHEAST OF THE CENTER OF THE INTERSECTION WITH A ROAD LEADING NORTH,
 OV0038'AND 49.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 OV0038'DISK, STAMPED T 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OV0038
 OV0038                          STATION RECOVERY (1968)
 OV0038
 OV0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0038'MARK NOT FOUND.
 OV0038
 OV0038                          STATION RECOVERY (1985)
 OV0038
 OV0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0038'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0206 ***********************************************************************
 OX0206  DESIGNATION -  T 41
 OX0206  PID         -  OX0206
 OX0206  STATE/COUNTY-  WY/TETON
 OX0206  USGS QUAD   -  COLTER BAY (1968)
 OX0206
 OX0206                         *CURRENT SURVEY CONTROL
 OX0206  ___________________________________________________________________
 OX0206* NAD 83(1986)-  43 57 41.     (N)    110 38 40.     (W)     SCALED    
 OX0206* NAVD 88     -      2074.361  (meters)    6805.63   (feet)  ADJUSTED  
 OX0206  ___________________________________________________________________
 OX0206  GEOID HEIGHT-          -8.68  (meters)                     GEOID03
 OX0206  DYNAMIC HT  -        2073.006 (meters)    6801.19  (feet)  COMP
 OX0206  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 OX0206
 OX0206  VERT ORDER  -  FIRST     CLASS II
 OX0206
 OX0206.The horizontal coordinates were scaled from a topographic map and have
 OX0206.an estimated accuracy of +/- 6 seconds.
 OX0206
 OX0206.The orthometric height was determined by differential leveling
 OX0206.and adjusted by the National Geodetic Survey in June 1991..
 OX0206
 OX0206.The geoid height was determined by GEOID03.
 OX0206
 OX0206.The dynamic height is computed by dividing the NAVD 88
 OX0206.geopotential number by the normal gravity value computed on the
 OX0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0206.degrees latitude (g = 980.6199 gals.).
 OX0206
 OX0206.The modeled gravity was interpolated from observed gravity values.
 OX0206
 OX0206;                    North         East    Units  Estimated Accuracy
 OX0206;SPC WY W     -   484,610.      754,970.      MT  (+/- 180 meters Scaled)
 OX0206
 OX0206                          SUPERSEDED SURVEY CONTROL
 OX0206
 OX0206  NGVD 29 (??/??/92) 2073.079  (m)         6801.43   (f) ADJ UNCH    1 2
 OX0206
 OX0206.Superseded values are not recommended for survey control.
 OX0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0206.See file dsdata.txt to determine how the superseded data were derived.
 OX0206
 OX0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP285676(NAD 83)
 OX0206_MARKER: DB = BENCH MARK DISK
 OX0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0206_SP_SET: CONCRETE POST
 OX0206_STAMPING: T 41 1934
 OX0206_MARK LOGO: CGS   
 OX0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0206+STABILITY: SURFACE MOTION
 OX0206
 OX0206  HISTORY     - Date     Condition        Report By
 OX0206  HISTORY     - 1934     MONUMENTED       CGS
 OX0206  HISTORY     - 1968     GOOD             USGS
 OX0206  HISTORY     - 1977     GOOD             USGS
 OX0206
 OX0206                          STATION DESCRIPTION
 OX0206
 OX0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0206'9.1 MI N FROM MORAN.
 OX0206'9.1 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN, TETON
 OX0206'COUNTY, 7.8 MILES NORTH OF THE JUNCTION WITH U.S. HIGHWAY 187, 1.8
 OX0206'MILES SOUTH OF THE ARIZONA RANGER STATION, 350 FEET EAST OF HIGH WATER
 OX0206'LINE, AT A DIM CROSSING 15.0 FEET NORTH OF THE ROAD 1 ADING SOUTH TO
 OX0206'JACKSON LAKE, 30.0 FEET SOUTH OF A ROAD LEADING WEST, AND 30.0 FEET
 OX0206'WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 41
 OX0206'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0206
 OX0206                          STATION RECOVERY (1968)
 OX0206
 OX0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0206'RECOVERED IN GOOD CONDITION.
 OX0206
 OX0206                          STATION RECOVERY (1977)
 OX0206
 OX0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OX0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0142 ***********************************************************************
 OW0142  DESIGNATION -  T 42
 OW0142  PID         -  OW0142
 OW0142  STATE/COUNTY-  WY/FREMONT
 OW0142  USGS QUAD   -  KISINGER LAKES (1991)
 OW0142
 OW0142                         *CURRENT SURVEY CONTROL
 OW0142  ___________________________________________________________________
 OW0142* NAD 83(1986)-  43 39 51.     (N)    109 56 40.     (W)     SCALED    
 OW0142* NAVD 88     -      2382.383  (meters)    7816.20   (feet)  ADJUSTED  
 OW0142  ___________________________________________________________________
 OW0142  GEOID HEIGHT-          -7.84  (meters)                     GEOID03
 OW0142  DYNAMIC HT  -        2380.636 (meters)    7810.47  (feet)  COMP
 OW0142  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 OW0142
 OW0142  VERT ORDER  -  SECOND    CLASS 0
 OW0142
 OW0142.The horizontal coordinates were scaled from a topographic map and have
 OW0142.an estimated accuracy of +/- 6 seconds.
 OW0142
 OW0142.The orthometric height was determined by differential leveling
 OW0142.and adjusted by the National Geodetic Survey in June 1991..
 OW0142
 OW0142.The geoid height was determined by GEOID03.
 OW0142
 OW0142.The dynamic height is computed by dividing the NAVD 88
 OW0142.geopotential number by the normal gravity value computed on the
 OW0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0142.degrees latitude (g = 980.6199 gals.).
 OW0142
 OW0142.The modeled gravity was interpolated from observed gravity values.
 OW0142
 OW0142;                    North         East    Units  Estimated Accuracy
 OW0142;SPC WYWC     -   352,130.      503,670.      MT  (+/- 180 meters Scaled)
 OW0142
 OW0142                          SUPERSEDED SURVEY CONTROL
 OW0142
 OW0142  NGVD 29 (??/??/92) 2381.066  (m)         7811.88   (f) ADJ UNCH    2 0
 OW0142
 OW0142.Superseded values are not recommended for survey control.
 OW0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0142.See file dsdata.txt to determine how the superseded data were derived.
 OW0142
 OW0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP851351(NAD 83)
 OW0142_MARKER: DB = BENCH MARK DISK
 OW0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0142_SP_SET: CULVERT
 OW0142_STAMPING: T 42 1934
 OW0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0142
 OW0142  HISTORY     - Date     Condition        Report By
 OW0142  HISTORY     - 1934     MONUMENTED       CGS
 OW0142
 OW0142                          STATION DESCRIPTION
 OW0142
 OW0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0142'20.1 MI W FROM DUBOIS.
 OW0142'ABOUT 20.1 MILES WEST ALONG U.S. HIGHWAY 287 FROM DUBOIS, FREMONT
 OW0142'COUNTY, ABOUT 13.2 MILES EAST OF TWO-GWO-TEE PASS, ABOUT 3.8 MILES
 OW0142'EAST OF THE PINNACLE CAMP GROUND, ABOUT 2.1 MILES WEST OF THE EAST
 OW0142'ENTRANCE TO THE SHERIDAN RANGER STATION, ABOUT 1.2 MILES WEST OF THE
 OW0142'ENTRANCE TO THE ROCKY MOUNTAIN RANCH, ABOUT 0.2 MILE WEST OF A ROAD
 OW0142'LEADING SOUTHWEST TO A RANCH HOUSE, IN A CUT, AT A CONCRETE CULVERT,
 OW0142'IN THE TOP OF THE NORTH HEAD WALL, AND 14.5 FEET NORTH OF THE CENTER
 OW0142'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED T 42 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0113 ***********************************************************************
 NS0113  DESIGNATION -  T 43
 NS0113  PID         -  NS0113
 NS0113  STATE/COUNTY-  WY/SUBLETTE
 NS0113  USGS QUAD   -  SQUARE TOP (1964)
 NS0113
 NS0113                         *CURRENT SURVEY CONTROL
 NS0113  ___________________________________________________________________
 NS0113* NAD 83(1986)-  42 30 43.     (N)    109 35 50.     (W)     SCALED    
 NS0113* NAVD 88     -      2201.871  (meters)    7223.97   (feet)  ADJUSTED  
 NS0113  ___________________________________________________________________
 NS0113  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 NS0113  DYNAMIC HT  -        2200.001 (meters)    7217.84  (feet)  COMP
 NS0113  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 NS0113
 NS0113  VERT ORDER  -  FIRST     CLASS II
 NS0113
 NS0113.The horizontal coordinates were scaled from a topographic map and have
 NS0113.an estimated accuracy of +/- 6 seconds.
 NS0113
 NS0113.The orthometric height was determined by differential leveling
 NS0113.and adjusted by the National Geodetic Survey in June 1991..
 NS0113
 NS0113.The geoid height was determined by GEOID03.
 NS0113
 NS0113.The dynamic height is computed by dividing the NAVD 88
 NS0113.geopotential number by the normal gravity value computed on the
 NS0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0113.degrees latitude (g = 980.6199 gals.).
 NS0113
 NS0113.The modeled gravity was interpolated from observed gravity values.
 NS0113
 NS0113;                    North         East    Units  Estimated Accuracy
 NS0113;SPC WY W     -   323,560.      839,950.      MT  (+/- 180 meters Scaled)
 NS0113
 NS0113                          SUPERSEDED SURVEY CONTROL
 NS0113
 NS0113  NGVD 29 (??/??/92) 2200.459  (m)         7219.34   (f) ADJ UNCH    1 2
 NS0113
 NS0113.Superseded values are not recommended for survey control.
 NS0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0113.See file dsdata.txt to determine how the superseded data were derived.
 NS0113
 NS0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN152075(NAD 83)
 NS0113_MARKER: DB = BENCH MARK DISK
 NS0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0113_STAMPING: T 43 1934
 NS0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0113+STABILITY: SURFACE MOTION
 NS0113
 NS0113  HISTORY     - Date     Condition        Report By
 NS0113  HISTORY     - 1934     MONUMENTED       CGS
 NS0113
 NS0113                          STATION DESCRIPTION
 NS0113
 NS0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0113'28.9 MI NW FROM FARSON.
 NS0113'IN SUBLETTE COUNTY, ABOUT 28.9 MILES NORTHWEST ALONG U.S. HIGHWAY 187
 NS0113'FROM THE HOTEL AT FARSON, SWEETWATER COUNTY, ABOUT 17.3 MILES
 NS0113'SOUTHEAST OF THE POST OFFICE AT BOULDER, SUBLETTE COUNTY, AT A ROAD
 NS0113'LEADING TO A RANCH FROM THE PRESENT HIGHWAY ACROSS THE PROPOSED
 NS0113'HIGHWAY, ABOUT 250 FEET EAST OF THE CENTER LINE OF THE PROPOSED
 NS0113'HIGHWAY, ABOUT 125 FEET EAST OF THE WIRE CORRAL BETWEEN THE PRESENT
 NS0113'AND PROPOSED HIGHWAYS, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE
 NS0113'TURNOUT ROAD, 36 FEET WEST OF THE CENTER LINE OF THE PRESENT HIGHWAY,
 NS0113'AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED T 43 1934
 NS0113'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0114 ***********************************************************************
 NS0114  DESIGNATION -  T 43 RESET
 NS0114  PID         -  NS0114
 NS0114  STATE/COUNTY-  WY/SUBLETTE
 NS0114  USGS QUAD   -  SQUARE TOP (1964)
 NS0114
 NS0114                         *CURRENT SURVEY CONTROL
 NS0114  ___________________________________________________________________
 NS0114* NAD 83(1986)-  42 30 43.     (N)    109 35 50.     (W)     SCALED    
 NS0114* NAVD 88     -      2201.87   (meters)    7224.0    (feet)  RESET     
 NS0114  ___________________________________________________________________
 NS0114  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 NS0114
 NS0114  VERT ORDER  -  THIRD
 NS0114
 NS0114.The horizontal coordinates were scaled from a topographic map and have
 NS0114.an estimated accuracy of +/- 6 seconds.
 NS0114
 NS0114.The orthometric height was computed from unverified reset data.
 NS0114.No vertical observational check was made to the station.
 NS0114
 NS0114.The geoid height was determined by GEOID03.
 NS0114
 NS0114;                    North         East    Units  Estimated Accuracy
 NS0114;SPC WY W     -   323,560.      839,950.      MT  (+/- 180 meters Scaled)
 NS0114
 NS0114                          SUPERSEDED SURVEY CONTROL
 NS0114
 NS0114  NGVD 29 (??/??/??) 2200.46   (m)         7219.3    (f) RESET       3  
 NS0114
 NS0114.Superseded values are not recommended for survey control.
 NS0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0114.See file dsdata.txt to determine how the superseded data were derived.
 NS0114
 NS0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN152075(NAD 83)
 NS0114_MARKER: DB = BENCH MARK DISK
 NS0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0114_STAMPING: T 43 1934 RESET
 NS0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0114+STABILITY: SURFACE MOTION
 NS0114
 NS0114  HISTORY     - Date     Condition        Report By
 NS0114  HISTORY     - UNK      MONUMENTED       WYHD
 NS0114  HISTORY     - 1956     GOOD             NGS
 NS0114  HISTORY     - 1965     GOOD             NGS
 NS0114
 NS0114                          STATION DESCRIPTION
 NS0114
 NS0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NS0114'IN BOULDEN.
 NS0114'AT BOULDEN, SUBLETTE COUNTY, 101 FEET WSW OF
 NS0114'HIGHWAY CENTERLINE, 2 FEET WSW OF THE ROW FENCE, AND 45 NNE ALONG
 NS0114'HIGHWAY CENTERLINE FROM A CROSSROAD INTERSECTION.  A STANDARD TABLET,
 NS0114'STAMPED T 43 1934 RESET.
 NS0114
 NS0114                          STATION RECOVERY (1965)
 NS0114
 NS0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NS0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0007 ***********************************************************************
 NT0007  DESIGNATION -  T 44
 NT0007  PID         -  NT0007
 NT0007  STATE/COUNTY-  WY/SUBLETTE
 NT0007  USGS QUAD   -  DANIEL JUNCTION (1970)
 NT0007
 NT0007                         *CURRENT SURVEY CONTROL
 NT0007  ___________________________________________________________________
 NT0007* NAD 83(1986)-  42 53 49.     (N)    110 04 36.     (W)     SCALED    
 NT0007* NAVD 88     -      2217.889  (meters)    7276.52   (feet)  ADJUSTED  
 NT0007  ___________________________________________________________________
 NT0007  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 NT0007  DYNAMIC HT  -        2216.103 (meters)    7270.66  (feet)  COMP
 NT0007  MODELED GRAV-     979,736.2   (mgal)                       NAVD 88
 NT0007
 NT0007  VERT ORDER  -  FIRST     CLASS II
 NT0007
 NT0007.The horizontal coordinates were scaled from a topographic map and have
 NT0007.an estimated accuracy of +/- 6 seconds.
 NT0007
 NT0007.The orthometric height was determined by differential leveling
 NT0007.and adjusted by the National Geodetic Survey in June 1991..
 NT0007
 NT0007.The geoid height was determined by GEOID03.
 NT0007
 NT0007.The dynamic height is computed by dividing the NAVD 88
 NT0007.geopotential number by the normal gravity value computed on the
 NT0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0007.degrees latitude (g = 980.6199 gals.).
 NT0007
 NT0007.The modeled gravity was interpolated from observed gravity values.
 NT0007
 NT0007;                    North         East    Units  Estimated Accuracy
 NT0007;SPC WY W     -   366,210.      800,540.      MT  (+/- 180 meters Scaled)
 NT0007
 NT0007                          SUPERSEDED SURVEY CONTROL
 NT0007
 NT0007  NGVD 29 (??/??/92) 2216.466  (m)         7271.86   (f) ADJ UNCH    1 2
 NT0007
 NT0007.Superseded values are not recommended for survey control.
 NT0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0007.See file dsdata.txt to determine how the superseded data were derived.
 NT0007
 NT0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN753497(NAD 83)
 NT0007_MARKER: DB = BENCH MARK DISK
 NT0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0007_STAMPING: T 44 1934
 NT0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0007+STABILITY: SURFACE MOTION
 NT0007
 NT0007  HISTORY     - Date     Condition        Report By
 NT0007  HISTORY     - 1934     MONUMENTED       CGS
 NT0007  HISTORY     - 1966     GOOD             NGS
 NT0007
 NT0007                          STATION DESCRIPTION
 NT0007
 NT0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0007'11.4 MI NW FROM PINEDALE.
 NT0007'ABOUT 11.4 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 NT0007'AT PINEDALE, SUBLETTE COUNTY, ABOUT 2.6 MILES NORTH OF DANIEL, ABOUT
 NT0007'0.6 MILE NORTHWEST OF THE JUNCTION WITH STATE HIGHWAY 287, ABOUT 340
 NT0007'FEET NORTH OF TWIN 24-INCH CAST IRON CULVERTS, 49.0 FEET EAST OF THE
 NT0007'CENTER LINE OF THE HIGHWAY, AND 1.0 FEET WEST OF THE RIGHT-OF-WAY
 NT0007'FENCE.  A STANDARD DISK, STAMPED T 44 1934 AND SET IN THE TOP OF A
 NT0007'CONCRETE POST.
 NT0007
 NT0007                          STATION RECOVERY (1966)
 NT0007
 NT0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NT0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0063 ***********************************************************************
 OX0063  DESIGNATION -  T 45
 OX0063  PID         -  OX0063
 OX0063  STATE/COUNTY-  WY/SUBLETTE
 OX0063  USGS QUAD   -  BULL CREEK (1996)
 OX0063
 OX0063                         *CURRENT SURVEY CONTROL
 OX0063  ___________________________________________________________________
 OX0063* NAD 83(1986)-  43 17 16.     (N)    110 34 05.     (W)     SCALED    
 OX0063* NAVD 88     -      1906.867  (meters)    6256.11   (feet)  ADJUSTED  
 OX0063  ___________________________________________________________________
 OX0063  GEOID HEIGHT-         -10.04  (meters)                     GEOID03
 OX0063  DYNAMIC HT  -        1905.507 (meters)    6251.65  (feet)  COMP
 OX0063  MODELED GRAV-     979,840.0   (mgal)                       NAVD 88
 OX0063
 OX0063  VERT ORDER  -  FIRST     CLASS II
 OX0063
 OX0063.The horizontal coordinates were scaled from a topographic map and have
 OX0063.an estimated accuracy of +/- 6 seconds.
 OX0063
 OX0063.The orthometric height was determined by differential leveling
 OX0063.and adjusted by the National Geodetic Survey in June 1991..
 OX0063
 OX0063.The geoid height was determined by GEOID03.
 OX0063
 OX0063.The dynamic height is computed by dividing the NAVD 88
 OX0063.geopotential number by the normal gravity value computed on the
 OX0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0063.degrees latitude (g = 980.6199 gals.).
 OX0063
 OX0063.The modeled gravity was interpolated from observed gravity values.
 OX0063
 OX0063;                    North         East    Units  Estimated Accuracy
 OX0063;SPC WY W     -   409,740.      760,660.      MT  (+/- 180 meters Scaled)
 OX0063
 OX0063                          SUPERSEDED SURVEY CONTROL
 OX0063
 OX0063  NGVD 29 (??/??/92) 1905.530  (m)         6251.73   (f) ADJ UNCH    1 2
 OX0063
 OX0063.Superseded values are not recommended for survey control.
 OX0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0063.See file dsdata.txt to determine how the superseded data were derived.
 OX0063
 OX0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN350928(NAD 83)
 OX0063_MARKER: DB = BENCH MARK DISK
 OX0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0063_SP_SET: CULVERT
 OX0063_STAMPING: T 45 1934
 OX0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0063
 OX0063  HISTORY     - Date     Condition        Report By
 OX0063  HISTORY     - 1934     MONUMENTED       CGS
 OX0063
 OX0063                          STATION DESCRIPTION
 OX0063
 OX0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0063'10.9 MI NW FROM TRIANGLE F RANCH.
 OX0063'10.9 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE POST OFFICE AT
 OX0063'TRIANGLE F RANCH, SUBLETTE COUNTY, ABOUT 4.7 MILES SOUTHEAST OF CAMP
 OX0063'DAVIS, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH HEAD WALL, AND
 OX0063'12 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 OX0063'STAMPED T 45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0102 ***********************************************************************
 OX0102  DESIGNATION -  T 46
 OX0102  PID         -  OX0102
 OX0102  STATE/COUNTY-  WY/TETON
 OX0102  USGS QUAD   -  TETON PASS (1996)
 OX0102
 OX0102                         *CURRENT SURVEY CONTROL
 OX0102  ___________________________________________________________________
 OX0102* NAD 83(1986)-  43 29 23.     (N)    110 54 47.     (W)     SCALED    
 OX0102* NAVD 88     -      2029.495  (meters)    6658.43   (feet)  ADJUSTED  
 OX0102  ___________________________________________________________________
 OX0102  GEOID HEIGHT-          -9.66  (meters)                     GEOID03
 OX0102  DYNAMIC HT  -        2028.114 (meters)    6653.90  (feet)  COMP
 OX0102  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 OX0102
 OX0102  VERT ORDER  -  FIRST     CLASS II
 OX0102
 OX0102.The horizontal coordinates were scaled from a topographic map and have
 OX0102.an estimated accuracy of +/- 6 seconds.
 OX0102
 OX0102.The orthometric height was determined by differential leveling
 OX0102.and adjusted by the National Geodetic Survey in June 1991..
 OX0102
 OX0102.The geoid height was determined by GEOID03.
 OX0102
 OX0102.The dynamic height is computed by dividing the NAVD 88
 OX0102.geopotential number by the normal gravity value computed on the
 OX0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0102.degrees latitude (g = 980.6199 gals.).
 OX0102
 OX0102.The modeled gravity was interpolated from observed gravity values.
 OX0102
 OX0102;                    North         East    Units  Estimated Accuracy
 OX0102;SPC WY W     -   432,390.      732,890.      MT  (+/- 180 meters Scaled)
 OX0102
 OX0102                          SUPERSEDED SURVEY CONTROL
 OX0102
 OX0102  NGVD 29 (??/??/92) 2028.182  (m)         6654.13   (f) ADJ UNCH    1 2
 OX0102
 OX0102.Superseded values are not recommended for survey control.
 OX0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0102.See file dsdata.txt to determine how the superseded data were derived.
 OX0102
 OX0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP070152(NAD 83)
 OX0102_MARKER: DB = BENCH MARK DISK
 OX0102_SETTING: 80 = SET IN A BOULDER
 OX0102_SP_SET: BOULDER
 OX0102_STAMPING: T 46 1934
 OX0102_MARK LOGO: CGS   
 OX0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 OX0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0102+STABILITY: SURFACE MOTION
 OX0102
 OX0102  HISTORY     - Date     Condition        Report By
 OX0102  HISTORY     - 1934     MONUMENTED       CGS
 OX0102  HISTORY     - 19991012 GOOD             WYDT
 OX0102
 OX0102                          STATION DESCRIPTION
 OX0102
 OX0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0102'9.4 MI W FROM JACKSON.
 OX0102'9.4 MILES WEST ALONG STATE HIGHWAY 22 FROM JACKSON, TETON COUNTY,
 OX0102'ABOUT 2.5 MILES WEST OF WILSON, ABOUT 4.0 MILES WEST OF THE BRIDGE
 OX0102'OVER SNAKE RIVER, ABOUT 3.3 MILES EAST OF TETON PASS, AT THE EDGE OF
 OX0102'AN EMBANKMENT, 31.3 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 OX0102'ABOUT 7.0 FEET LOWER THAN THE HIGHWAY, AND IN THE TOP OF A LARGE
 OX0102'GRANITE BOULDER.  A STANDARD DISK, STAMPED T 46 1934.
 OX0102
 OX0102                          STATION RECOVERY (1999)
 OX0102
 OX0102'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (RDR)
 OX0102'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 OX0102'307-777-4087.  ABOUT 7.8 MILES (12.6 KM) WEST OF JACKSON.  TO REACH
 OX0102'FROM THE JUNCTION OF US HIGHWAY 26, 89, 191 AND WYOMING STATE HIGHWAY
 OX0102'22.  GO WESTERLY ON WYOMING STATE HIGHWAY 22 FOR 4.05 MILES (6.52 KM)
 OX0102'TO ITS JUNCTION WITH WYOMING STATE HIGHWAY 390, CONTINUE FOR 1.33
 OX0102'MILES (2.14 KM) TO CENTER OF BRIDGE OVER FISH CREEK, CONTINUE FOR 1.25
 OX0102'MILES (2.01 KM) TO INTERSECTION OF TRAIL CREEK ROAD ON LEFT (SOUTH) .
 OX0102'FOLLOW TRAIL CREEK ROAD FOR 1.19 MILES (1.92 KM) TO US FOREST SERVICE
 OX0102'CLOSURE GATE, CONTINUE 0.21 MILES (0.34 KM) TO POINT ON LEFT (SOUTH) .
 OX0102'POINT IS IN A BOULDER ABOUT 30 FT (9.1 M) FROM CENTERLINE OF THE ROAD
 OX0102'AND ABOUT 7 FT (2.1 M) BELOW THE ROAD ON THE SOUTH ROADWAY EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0128 ***********************************************************************
 OW0128  DESIGNATION -  T 47
 OW0128  PID         -  OW0128
 OW0128  STATE/COUNTY-  WY/FREMONT
 OW0128  USGS QUAD   -  CROWHEART (1993)
 OW0128
 OW0128                         *CURRENT SURVEY CONTROL
 OW0128  ___________________________________________________________________
 OW0128* NAD 83(1986)-  43 17 54.     (N)    109 08 25.     (W)     SCALED    
 OW0128* NAVD 88     -      1781.014  (meters)    5843.21   (feet)  ADJUSTED  
 OW0128  ___________________________________________________________________
 OW0128  GEOID HEIGHT-         -10.13  (meters)                     GEOID03
 OW0128  DYNAMIC HT  -        1779.851 (meters)    5839.39  (feet)  COMP
 OW0128  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 OW0128
 OW0128  VERT ORDER  -  SECOND    CLASS 0
 OW0128
 OW0128.The horizontal coordinates were scaled from a topographic map and have
 OW0128.an estimated accuracy of +/- 6 seconds.
 OW0128
 OW0128.The orthometric height was determined by differential leveling
 OW0128.and adjusted by the National Geodetic Survey in June 1991..
 OW0128
 OW0128.The geoid height was determined by GEOID03.
 OW0128
 OW0128.The dynamic height is computed by dividing the NAVD 88
 OW0128.geopotential number by the normal gravity value computed on the
 OW0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0128.degrees latitude (g = 980.6199 gals.).
 OW0128
 OW0128.The modeled gravity was interpolated from observed gravity values.
 OW0128
 OW0128;                    North         East    Units  Estimated Accuracy
 OW0128;SPC WYWC     -   310,870.      568,330.      MT  (+/- 180 meters Scaled)
 OW0128
 OW0128                          SUPERSEDED SURVEY CONTROL
 OW0128
 OW0128  NGVD 29 (??/??/92) 1779.966  (m)         5839.77   (f) ADJ UNCH    2 0
 OW0128
 OW0128.Superseded values are not recommended for survey control.
 OW0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0128.See file dsdata.txt to determine how the superseded data were derived.
 OW0128
 OW0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN508956(NAD 83)
 OW0128_MARKER: DB = BENCH MARK DISK
 OW0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0128_STAMPING: T 47 1934
 OW0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0128+STABILITY: SURFACE MOTION
 OW0128
 OW0128  HISTORY     - Date     Condition        Report By
 OW0128  HISTORY     - 1934     MONUMENTED       CGS
 OW0128  HISTORY     - 1950     GOOD             NGS
 OW0128
 OW0128                          STATION DESCRIPTION
 OW0128
 OW0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0128'36.3 MI E FROM DUBOIS.
 OW0128'ABOUT 36.3 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0128'DUBOIS, FREMONT COUNTY, ABOUT 0.2 MILE SOUTH OF A RANCH HOUSE, ABOUT
 OW0128'252.0 FEET SOUTH OF THE BRIDGE OVER WILLOW CREEK, 99.4 FEET EAST OF
 OW0128'THE CENTER LINE OF THE HIGHWAY, 2.3 FEET WEST OF A FENCE, AND ABOUT
 OW0128'2.5 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED T 47 1934
 OW0128'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK IS ON THE
 OW0128'OLD HIGHWAY.
 OW0128
 OW0128                          STATION RECOVERY (1950)
 OW0128
 OW0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 OW0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0086 ***********************************************************************
 OW0086  DESIGNATION -  T 48
 OW0086  PID         -  OW0086
 OW0086  STATE/COUNTY-  WY/FREMONT
 OW0086  USGS QUAD   -  RIVERTON WEST (1978)
 OW0086
 OW0086                         *CURRENT SURVEY CONTROL
 OW0086  ___________________________________________________________________
 OW0086* NAD 83(1986)-  43 01 39.     (N)    108 25 27.     (W)     SCALED    
 OW0086* NAVD 88     -      1557.636  (meters)    5110.34   (feet)  ADJUSTED  
 OW0086  ___________________________________________________________________
 OW0086  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 OW0086  DYNAMIC HT  -        1556.604 (meters)    5106.96  (feet)  COMP
 OW0086  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 OW0086
 OW0086  VERT ORDER  -  SECOND    CLASS 0
 OW0086
 OW0086.The horizontal coordinates were scaled from a topographic map and have
 OW0086.an estimated accuracy of +/- 6 seconds.
 OW0086
 OW0086.The orthometric height was determined by differential leveling
 OW0086.and adjusted by the National Geodetic Survey in June 1991..
 OW0086
 OW0086.The geoid height was determined by GEOID03.
 OW0086
 OW0086.The dynamic height is computed by dividing the NAVD 88
 OW0086.geopotential number by the normal gravity value computed on the
 OW0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0086.degrees latitude (g = 980.6199 gals.).
 OW0086
 OW0086.The modeled gravity was interpolated from observed gravity values.
 OW0086
 OW0086;                    North         East    Units  Estimated Accuracy
 OW0086;SPC WYWC     -   280,760.      626,560.      MT  (+/- 180 meters Scaled)
 OW0086
 OW0086                          SUPERSEDED SURVEY CONTROL
 OW0086
 OW0086  NGVD 29 (??/??/92) 1556.645  (m)         5107.09   (f) ADJ UNCH    2 0
 OW0086
 OW0086.Superseded values are not recommended for survey control.
 OW0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0086.See file dsdata.txt to determine how the superseded data were derived.
 OW0086
 OW0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN098670(NAD 83)
 OW0086_MARKER: DB = BENCH MARK DISK
 OW0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0086_STAMPING: T 48 1934
 OW0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0086+STABILITY: SURFACE MOTION
 OW0086
 OW0086  HISTORY     - Date     Condition        Report By
 OW0086  HISTORY     - 1934     MONUMENTED       CGS
 OW0086
 OW0086                          STATION DESCRIPTION
 OW0086
 OW0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0086'81.0 MI E FROM DUBOIS.
 OW0086'ABOUT 81.0 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0086'DUBOIS, FREMONT COUNTY, ABOUT 2.0 MILES WEST OF RIVERTON, ABOUT 0.2
 OW0086'MILE SOUTHWEST OF A RANCH HOUSE, 16.2 FEET NORTHEAST OF THE NORTHEAST
 OW0086'CORNER OF A CULVERT OVER AN IRRIGATION DITCH, 37.8 FEET NORTH OF THE
 OW0086'CENTER LINE OF THE HIGHWAY, AND 2.2 FEET SOUTH OF A FENCE.  A STANDARD
 OW0086'DISK, STAMPED T 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0050 ***********************************************************************
 MR0050  DESIGNATION -  T 52
 MR0050  PID         -  MR0050
 MR0050  STATE/COUNTY-  WY/LINCOLN
 MR0050  USGS QUAD   -  MOXA (1969)
 MR0050
 MR0050                         *CURRENT SURVEY CONTROL
 MR0050  ___________________________________________________________________
 MR0050* NAD 83(1986)-  41 40 39.     (N)    110 04 44.     (W)     SCALED    
 MR0050* NAVD 88     -      1947.970  (meters)    6390.96   (feet)  ADJUSTED  
 MR0050  ___________________________________________________________________
 MR0050  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 MR0050  DYNAMIC HT  -        1946.291 (meters)    6385.46  (feet)  COMP
 MR0050  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 MR0050
 MR0050  VERT ORDER  -  SECOND    CLASS 0
 MR0050
 MR0050.The horizontal coordinates were scaled from a topographic map and have
 MR0050.an estimated accuracy of +/- 6 seconds.
 MR0050
 MR0050.The orthometric height was determined by differential leveling
 MR0050.and adjusted by the National Geodetic Survey in June 1991..
 MR0050
 MR0050.The geoid height was determined by GEOID03.
 MR0050
 MR0050.The dynamic height is computed by dividing the NAVD 88
 MR0050.geopotential number by the normal gravity value computed on the
 MR0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0050.degrees latitude (g = 980.6199 gals.).
 MR0050
 MR0050.The modeled gravity was interpolated from observed gravity values.
 MR0050
 MR0050;                    North         East    Units  Estimated Accuracy
 MR0050;SPC WY W     -   230,760.      800,370.      MT  (+/- 180 meters Scaled)
 MR0050
 MR0050                          SUPERSEDED SURVEY CONTROL
 MR0050
 MR0050  NGVD 29 (??/??/92) 1946.63   (m)         6386.6    (f) COMPUTED    2 0
 MR0050
 MR0050.Superseded values are not recommended for survey control.
 MR0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0050.See file dsdata.txt to determine how the superseded data were derived.
 MR0050
 MR0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM766143(NAD 83)
 MR0050_MARKER: DB = BENCH MARK DISK
 MR0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0050_STAMPING: T 52 1934
 MR0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0050+STABILITY: SURFACE MOTION
 MR0050
 MR0050  HISTORY     - Date     Condition        Report By
 MR0050  HISTORY     - 1934     MONUMENTED       CGS
 MR0050  HISTORY     - 1969     MARK NOT FOUND   USGS
 MR0050
 MR0050                          STATION DESCRIPTION
 MR0050
 MR0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0050'8.8 MI NW FROM GRANGER.
 MR0050'IN LINCOLN COUNTY, ABOUT 8.8 MILES NORTHWEST ALONG THE UNION PACIFIC
 MR0050'RAILROAD FROM THE STATION AT GRANGER, SWEETWATER COUNTY, ABOUT 0.9
 MR0050'MILE NORTHWEST OF THE STATION AT MOXA, LINCOLN COUNTY, ABOUT 950 FEET
 MR0050'SOUTHEAST OF MILEPOST 9, ON A SMALL RISE, 119 FEET NORTH OF BLOCK
 MR0050'SIGNAL 88, 93.5 FEET NORTHEAST OF THE NORTH RAIL, AND 4.0 FEET
 MR0050'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 52
 MR0050'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MR0050
 MR0050                          STATION RECOVERY (1969)
 MR0050
 MR0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MR0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0140 ***********************************************************************
 OU0140  DESIGNATION -  T 54
 OU0140  PID         -  OU0140
 OU0140  STATE/COUNTY-  WY/NIOBRARA
 OU0140  USGS QUAD   -  FUNNY ROCK (1981)
 OU0140
 OU0140                         *CURRENT SURVEY CONTROL
 OU0140  ___________________________________________________________________
 OU0140* NAD 83(1986)-  43 08 48.     (N)    104 32 20.     (W)     SCALED    
 OU0140* NAVD 88     -      1345.990  (meters)    4415.97   (feet)  ADJUSTED  
 OU0140  ___________________________________________________________________
 OU0140  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 OU0140  DYNAMIC HT  -        1345.303 (meters)    4413.71  (feet)  COMP
 OU0140  MODELED GRAV-     980,062.6   (mgal)                       NAVD 88
 OU0140
 OU0140  VERT ORDER  -  SECOND    CLASS 0
 OU0140
 OU0140.The horizontal coordinates were scaled from a topographic map and have
 OU0140.an estimated accuracy of +/- 6 seconds.
 OU0140
 OU0140.The orthometric height was determined by differential leveling
 OU0140.and adjusted by the National Geodetic Survey in June 1991..
 OU0140
 OU0140.The geoid height was determined by GEOID03.
 OU0140
 OU0140.The dynamic height is computed by dividing the NAVD 88
 OU0140.geopotential number by the normal gravity value computed on the
 OU0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0140.degrees latitude (g = 980.6199 gals.).
 OU0140
 OU0140.The modeled gravity was interpolated from observed gravity values.
 OU0140
 OU0140;                    North         East    Units  Estimated Accuracy
 OU0140;SPC WY E     -   294,140.      251,070.      MT  (+/- 180 meters Scaled)
 OU0140
 OU0140                          SUPERSEDED SURVEY CONTROL
 OU0140
 OU0140  NGVD 29 (??/??/92) 1345.299  (m)         4413.70   (f) ADJ UNCH    2 0
 OU0140
 OU0140.Superseded values are not recommended for survey control.
 OU0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0140.See file dsdata.txt to determine how the superseded data were derived.
 OU0140
 OU0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH374772(NAD 83)
 OU0140_MARKER: DB = BENCH MARK DISK
 OU0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0140_STAMPING: T 54 934
 OU0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0140+STABILITY: SURFACE MOTION
 OU0140
 OU0140  HISTORY     - Date     Condition        Report By
 OU0140  HISTORY     - 1934     MONUMENTED       CGS
 OU0140  HISTORY     - 1957     GOOD             NGS
 OU0140  HISTORY     - 1976     GOOD             USGS
 OU0140
 OU0140                          STATION DESCRIPTION
 OU0140
 OU0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0140'14.4 MI N FROM LANCE CREEK.
 OU0140'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0140'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0140'THENCE 5.95 MILES NORTHWEST ALONG A WINDING TRACK ROAD, 50 FEET
 OU0140'EAST OF THE CENTER LINE OF A TRACK ROAD, 34 FEET EAST OF A
 OU0140'FENCE CORNER, 4 FEET NORTH OF A FENCE, 1 FOOT NORTH OF A
 OU0140'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OU0140'1.2 FEET ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 27,
 OU0140'TOWNSHIP 37 NORTH, RANGE 64 WEST.
 OU0140
 OU0140                          STATION RECOVERY (1976)
 OU0140
 OU0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0140'LANCE CREEK POST OFFICE, 7.0 MILES EAST FROM ALONG STATE HWY. 270,
 OU0140'THENCE, 7.35 MILES NORTH ALONG GRADED DIRT ROAD, IN THE SW 1/4 OF
 OU0140'SEC. 27, T 37 N., R 64 W., 51 FEET EAST OF GRADED ROAD, 34 FEET EAST
 OU0140'OF A FENCE CORNER, 3 FEET NORTH OF FENCE, SET IN THE TOP OF A
 OU0140'CONCRETE POST WHICH PROJECTS 1.2 FEET ABOVE THE GROUND. A STANDARD
 OU0140'DISK STAMPED "T 54 1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0087 ***********************************************************************
 OU0087  DESIGNATION -  T 55
 OU0087  PID         -  OU0087
 OU0087  STATE/COUNTY-  WY/WESTON
 OU0087  USGS QUAD   -  LASSEN CREEK (1982)
 OU0087
 OU0087                         *CURRENT SURVEY CONTROL
 OU0087  ___________________________________________________________________
 OU0087* NAD 83(1986)-  43 46 10.     (N)    104 30 28.     (W)     SCALED    
 OU0087* NAVD 88     -      1281.668  (meters)    4204.94   (feet)  ADJUSTED  
 OU0087  ___________________________________________________________________
 OU0087  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 OU0087  DYNAMIC HT  -        1281.094 (meters)    4203.06  (feet)  COMP
 OU0087  MODELED GRAV-     980,126.7   (mgal)                       NAVD 88
 OU0087
 OU0087  VERT ORDER  -  SECOND    CLASS 0
 OU0087
 OU0087.The horizontal coordinates were scaled from a topographic map and have
 OU0087.an estimated accuracy of +/- 6 seconds.
 OU0087
 OU0087.The orthometric height was determined by differential leveling
 OU0087.and adjusted by the National Geodetic Survey in June 1991..
 OU0087
 OU0087.The geoid height was determined by GEOID03.
 OU0087
 OU0087.The dynamic height is computed by dividing the NAVD 88
 OU0087.geopotential number by the normal gravity value computed on the
 OU0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0087.degrees latitude (g = 980.6199 gals.).
 OU0087
 OU0087.The modeled gravity was interpolated from observed gravity values.
 OU0087
 OU0087;                    North         East    Units  Estimated Accuracy
 OU0087;SPC WY E     -   363,350.      253,050.      MT  (+/- 180 meters Scaled)
 OU0087
 OU0087                          SUPERSEDED SURVEY CONTROL
 OU0087
 OU0087  NGVD 29 (??/??/92) 1281.005  (m)         4202.76   (f) ADJ UNCH    2 0
 OU0087
 OU0087.Superseded values are not recommended for survey control.
 OU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0087.See file dsdata.txt to determine how the superseded data were derived.
 OU0087
 OU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ396463(NAD 83)
 OU0087_MARKER: DB = BENCH MARK DISK
 OU0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0087_STAMPING: T-55 1934
 OU0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0087+STABILITY: SURFACE MOTION
 OU0087
 OU0087  HISTORY     - Date     Condition        Report By
 OU0087  HISTORY     - 1934     MONUMENTED       CGS
 OU0087  HISTORY     - 1972     GOOD             USGS
 OU0087
 OU0087                          STATION DESCRIPTION
 OU0087
 OU0087'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 OU0087'16.4 MI SW FROM NEWCASTLE.
 OU0087'NEWCASTLE, ABOUT 16.4 MILES SW OF ALONG U.S. HWY. 16 AND STATE
 OU0087'HWY. 450, AND ABOUT 0.4 MILE SE FROM JUNCTION OF HWY AND TRACK
 OU0087'ROADS SE AND NW, ABOUT 2000 FEET EAST OF THE CENTER OF SECS
 OU0087'23-24-26-25, T.44 N., R.64 W., ABOUT 300 FEET SE OF AN OIL WELL,
 OU0087'ABOUT 100 FEET N. OF AN E-W FENCE, AND ABOUT 100 FEET SE OF A
 OU0087'CURVE IN THE ABANDONED COUNTY ROAD.  A STANDARD USC AND GS DISK
 OU0087'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT.  STAMPED T-55
 OU0087'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0130 ***********************************************************************
 OU0130  DESIGNATION -  T 56
 OU0130  PID         -  OU0130
 OU0130  STATE/COUNTY-  WY/CONVERSE
 OU0130  USGS QUAD   -  WAGONHOUND CREEK (1981)
 OU0130
 OU0130                         *CURRENT SURVEY CONTROL
 OU0130  ___________________________________________________________________
 OU0130* NAD 83(1986)-  43 25 23.     (N)    104 59 13.     (W)     SCALED    
 OU0130* NAVD 88     -      1327.914  (meters)    4356.66   (feet)  ADJUSTED  
 OU0130  ___________________________________________________________________
 OU0130  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 OU0130  DYNAMIC HT  -        1327.230 (meters)    4354.42  (feet)  COMP
 OU0130  MODELED GRAV-     980,058.3   (mgal)                       NAVD 88
 OU0130
 OU0130  VERT ORDER  -  SECOND    CLASS 0
 OU0130
 OU0130.The horizontal coordinates were scaled from a topographic map and have
 OU0130.an estimated accuracy of +/- 6 seconds.
 OU0130
 OU0130.The orthometric height was determined by differential leveling
 OU0130.and adjusted by the National Geodetic Survey in June 1991..
 OU0130
 OU0130.The geoid height was determined by GEOID03.
 OU0130
 OU0130.The dynamic height is computed by dividing the NAVD 88
 OU0130.geopotential number by the normal gravity value computed on the
 OU0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0130.degrees latitude (g = 980.6199 gals.).
 OU0130
 OU0130.The modeled gravity was interpolated from observed gravity values.
 OU0130
 OU0130;                    North         East    Units  Estimated Accuracy
 OU0130;SPC WY E     -   324,670.      214,550.      MT  (+/- 180 meters Scaled)
 OU0130
 OU0130                          SUPERSEDED SURVEY CONTROL
 OU0130
 OU0130  NGVD 29 (??/??/92) 1327.174  (m)         4354.24   (f) ADJ UNCH    2 0
 OU0130
 OU0130.Superseded values are not recommended for survey control.
 OU0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0130.See file dsdata.txt to determine how the superseded data were derived.
 OU0130
 OU0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ010077(NAD 83)
 OU0130_MARKER: DB = BENCH MARK DISK
 OU0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0130_STAMPING: T 56 1934
 OU0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0130+STABILITY: SURFACE MOTION
 OU0130
 OU0130  HISTORY     - Date     Condition        Report By
 OU0130  HISTORY     - 1934     MONUMENTED       CGS
 OU0130
 OU0130                          STATION DESCRIPTION
 OU0130
 OU0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0130'0.8 MI E FROM DULL CENTER.
 OU0130'0.8 MILE EAST ALONG THE ROAD LEADING TO HAMPSHIRE FROM DULL
 OU0130'CENTER, CONVERSE COUNTY, AT THE SOUTHEAST CORNER OF THE BETHANY
 OU0130'SCHOOLYARD, AT SEC. 23, T. 40 N., R. 68 W., 48 FEET NORTH OF THE
 OU0130'CENTER LINE OF THE ROAD, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 OU0130'FENCE.  A STANDARD DISK, STAMPED T 56 1934 AND SET IN THE TOP
 OU0130'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0230 ***********************************************************************
 OU0230  DESIGNATION -  T 57
 OU0230  PID         -  OU0230
 OU0230  STATE/COUNTY-  WY/CONVERSE
 OU0230  USGS QUAD   -  DUGOUT CREEK NORTH (1984)
 OU0230
 OU0230                         *CURRENT SURVEY CONTROL
 OU0230  ___________________________________________________________________
 OU0230* NAD 83(1986)-  43 27 48.     (N)    105 20 36.     (W)     SCALED    
 OU0230* NAVD 88     -      1437.560  (meters)    4716.39   (feet)  ADJUSTED  
 OU0230  ___________________________________________________________________
 OU0230  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 OU0230  DYNAMIC HT  -        1436.784 (meters)    4713.85  (feet)  COMP
 OU0230  MODELED GRAV-     980,029.7   (mgal)                       NAVD 88
 OU0230
 OU0230  VERT ORDER  -  SECOND    CLASS 0
 OU0230
 OU0230.The horizontal coordinates were scaled from a topographic map and have
 OU0230.an estimated accuracy of +/- 6 seconds.
 OU0230
 OU0230.The orthometric height was determined by differential leveling
 OU0230.and adjusted by the National Geodetic Survey in June 1991..
 OU0230
 OU0230.The geoid height was determined by GEOID03.
 OU0230
 OU0230.The dynamic height is computed by dividing the NAVD 88
 OU0230.geopotential number by the normal gravity value computed on the
 OU0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0230.degrees latitude (g = 980.6199 gals.).
 OU0230
 OU0230.The modeled gravity was interpolated from observed gravity values.
 OU0230
 OU0230;                    North         East    Units  Estimated Accuracy
 OU0230;SPC WY E     -   329,140.      185,700.      MT  (+/- 180 meters Scaled)
 OU0230
 OU0230                          SUPERSEDED SURVEY CONTROL
 OU0230
 OU0230  NGVD 29 (??/??/92) 1436.74   (m)         4713.7    (f) COMPUTED    2 0
 OU0230
 OU0230.Superseded values are not recommended for survey control.
 OU0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0230.See file dsdata.txt to determine how the superseded data were derived.
 OU0230
 OU0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ722123(NAD 83)
 OU0230_MARKER: DB = BENCH MARK DISK
 OU0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0230_STAMPING: T 57 1934
 OU0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0230+STABILITY: SURFACE MOTION
 OU0230
 OU0230  HISTORY     - Date     Condition        Report By
 OU0230  HISTORY     - 1934     MONUMENTED       CGS
 OU0230  HISTORY     - 1959     GOOD             USGS
 OU0230  HISTORY     - 1978     GOOD             USGS
 OU0230
 OU0230                          STATION DESCRIPTION
 OU0230
 OU0230'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OU0230'17.1 MI NW FROM BILL.
 OU0230'ABOUT 17.1 MI. NW ALONG STATE HW. 59 FROM BILL, CONVERSE COUNTY,
 OU0230'THENCE 4.9 MI. NE ALONG GRADED RD. TO THE ANTELOPE COAL MINE,
 OU0230'ABOUT 2.0 MI. S. FROM THE ANTELOPE COAL MINE, ABOUT 0.1 MI. W.
 OU0230'OF CURVE IN RD., 42 FT. W. OF CENTER OF RD.  A STD. DISK STAMPED
 OU0230'T 57 1934 AND SET IN THE TOP OF A CONC. POST.
 OU0230
 OU0230                          STATION RECOVERY (1978)
 OU0230
 OU0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OU0230'BILL, 15.8 MILES N. OF ALONG STATE HWY. 59. THENCE 5.1 MILES EAST AND
 OU0230'NORTH ALONG COUNTY GRADED ROAD. REMAINDER OF OLD DESCRIPTION
 OU0230'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0237 ***********************************************************************
 OU0237  DESIGNATION -  T 58
 OU0237  PID         -  OU0237
 OU0237  STATE/COUNTY-  WY/CONVERSE
 OU0237  USGS QUAD   -  BILL SE (1984)
 OU0237
 OU0237                         *CURRENT SURVEY CONTROL
 OU0237  ___________________________________________________________________
 OU0237* NAD 83(1986)-  43 06 29.     (N)    105 16 29.     (W)     SCALED    
 OU0237* NAVD 88     -      1450.781  (meters)    4759.77   (feet)  ADJUSTED  
 OU0237  ___________________________________________________________________
 OU0237  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 OU0237  DYNAMIC HT  -        1449.937 (meters)    4757.00  (feet)  COMP
 OU0237  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 OU0237
 OU0237  VERT ORDER  -  SECOND    CLASS 0
 OU0237
 OU0237.The horizontal coordinates were scaled from a topographic map and have
 OU0237.an estimated accuracy of +/- 6 seconds.
 OU0237
 OU0237.The orthometric height was determined by differential leveling
 OU0237.and adjusted by the National Geodetic Survey in June 1991..
 OU0237
 OU0237.The geoid height was determined by GEOID03.
 OU0237
 OU0237.The dynamic height is computed by dividing the NAVD 88
 OU0237.geopotential number by the normal gravity value computed on the
 OU0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0237.degrees latitude (g = 980.6199 gals.).
 OU0237
 OU0237.The modeled gravity was interpolated from observed gravity values.
 OU0237
 OU0237;                    North         East    Units  Estimated Accuracy
 OU0237;SPC WY E     -   289,660.      191,210.      MT  (+/- 180 meters Scaled)
 OU0237
 OU0237                          SUPERSEDED SURVEY CONTROL
 OU0237
 OU0237  NGVD 29 (??/??/92) 1449.958  (m)         4757.07   (f) ADJ UNCH    2 0
 OU0237
 OU0237.Superseded values are not recommended for survey control.
 OU0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0237.See file dsdata.txt to determine how the superseded data were derived.
 OU0237
 OU0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH776728(NAD 83)
 OU0237_MARKER: DB = BENCH MARK DISK
 OU0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0237_STAMPING: T 58 1934
 OU0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0237+STABILITY: SURFACE MOTION
 OU0237
 OU0237  HISTORY     - Date     Condition        Report By
 OU0237  HISTORY     - 1934     MONUMENTED       CGS
 OU0237  HISTORY     - 1959     GOOD             NGS
 OU0237  HISTORY     - 1959     GOOD             NGS
 OU0237
 OU0237                          STATION DESCRIPTION
 OU0237
 OU0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OU0237'26.5 MI N FROM DOUGLAS.
 OU0237'26.5 MI. N ALONG STATE HWY. 59 FROM THE POST OFFICE AT DOUGLAS,
 OU0237'CONVERSE COUNTY, THEN 0.8 MI. W. ALONG RANCH ROAD, THEN 0.15
 OU0237'MI. N. ALONG ABANDONED HWY., IN THE SW 1/4 SEC. 9, T. 36 N.,
 OU0237'R. 70 W., 0.8 MI, W. AND 0.15 MI. N. OF THE JAKE JOHNSON RANCH
 OU0237'BUILDINGS, 35 FT. E. OF CENTER OF ROAD.
 OU0237
 OU0237                          STATION RECOVERY (1959)
 OU0237
 OU0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OU0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0144 ***********************************************************************
 PV0144  DESIGNATION -  T 59
 PV0144  PID         -  PV0144
 PV0144  STATE/COUNTY-  WY/CROOK
 PV0144  USGS QUAD   -  CARLILE (1984)
 PV0144
 PV0144                         *CURRENT SURVEY CONTROL
 PV0144  ___________________________________________________________________
 PV0144* NAD 83(1986)-  44 25 04.     (N)    104 52 14.     (W)     SCALED    
 PV0144* NAVD 88     -      1287.296  (meters)    4223.40   (feet)  ADJUSTED  
 PV0144  ___________________________________________________________________
 PV0144  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 PV0144  DYNAMIC HT  -        1286.828 (meters)    4221.87  (feet)  COMP
 PV0144  MODELED GRAV-     980,208.9   (mgal)                       NAVD 88
 PV0144
 PV0144  VERT ORDER  -  SECOND    CLASS 0
 PV0144
 PV0144.The horizontal coordinates were scaled from a topographic map and have
 PV0144.an estimated accuracy of +/- 6 seconds.
 PV0144
 PV0144.The orthometric height was determined by differential leveling
 PV0144.and adjusted by the National Geodetic Survey in June 1991..
 PV0144
 PV0144.The geoid height was determined by GEOID03.
 PV0144
 PV0144.The dynamic height is computed by dividing the NAVD 88
 PV0144.geopotential number by the normal gravity value computed on the
 PV0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0144.degrees latitude (g = 980.6199 gals.).
 PV0144
 PV0144.The modeled gravity was interpolated from observed gravity values.
 PV0144
 PV0144;                    North         East    Units  Estimated Accuracy
 PV0144;SPC WY E     -   435,210.      223,580.      MT  (+/- 180 meters Scaled)
 PV0144
 PV0144                          SUPERSEDED SURVEY CONTROL
 PV0144
 PV0144  NGVD 29 (??/??/92) 1286.707  (m)         4221.47   (f) ADJ UNCH    2 0
 PV0144
 PV0144.Superseded values are not recommended for survey control.
 PV0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0144.See file dsdata.txt to determine how the superseded data were derived.
 PV0144
 PV0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK103182(NAD 83)
 PV0144_MARKER: DB = BENCH MARK DISK
 PV0144_SETTING: 66 = SET IN ROCK OUTCROP
 PV0144_SP_SET: BEDROCK
 PV0144_STAMPING: T 59 1934
 PV0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0144+STABILITY: POSITION/ELEVATION WELL
 PV0144
 PV0144  HISTORY     - Date     Condition        Report By
 PV0144  HISTORY     - 1934     MONUMENTED       CGS
 PV0144  HISTORY     - 1982     MARK NOT FOUND   USGS
 PV0144
 PV0144                          STATION DESCRIPTION
 PV0144
 PV0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0144'12.2 MI NE FROM MOORCROFT.
 PV0144'12.2 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM MOORCROFT, CROOK
 PV0144'COUNTY, 79 FEET NORTH OF THE CENTER LINE OF A DRIVE LEADING
 PV0144'TO A FARM EAST OF THE HIGHWAY, IN THE TOP OF SANDSTONE BEDROCK
 PV0144'NEAR THE BOTTOM OF PINE RIDGE, 76 FEET EAST OF THE CENTER LINE
 PV0144'OF THE HIGHWAY, AND 26 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 PV0144'A STANDARD DISK, STAMPED T 59 1934.
 PV0144
 PV0144                          STATION RECOVERY (1982)
 PV0144
 PV0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PV0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0027 ***********************************************************************
 OU0027  DESIGNATION -  T 6
 OU0027  PID         -  OU0027
 OU0027  STATE/COUNTY-  WY/WESTON
 OU0027  USGS QUAD   -  CLIFTON (1951)
 OU0027
 OU0027                         *CURRENT SURVEY CONTROL
 OU0027  ___________________________________________________________________
 OU0027* NAD 83(1986)-  43 39 44.     (N)    104 06 26.     (W)     SCALED    
 OU0027* NAVD 88     -      1215.510  (meters)    3987.89   (feet)  POSTED    
 OU0027  ___________________________________________________________________
 OU0027  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 OU0027  DYNAMIC HT  -        1215.000 (meters)    3986.21  (feet)  COMP
 OU0027  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 OU0027
 OU0027  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OU0027
 OU0027.The horizontal coordinates were scaled from a topographic map and have
 OU0027.an estimated accuracy of +/- 6 seconds.
 OU0027
 OU0027.The orthometric height was determined by differential leveling
 OU0027.and adjusted by the National Geodetic Survey in 1992..
 OU0027.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OU0027.rate of 0.0 thru 1.0 mm/km.
 OU0027
 OU0027.The geoid height was determined by GEOID03.
 OU0027
 OU0027.The dynamic height is computed by dividing the NAVD 88
 OU0027.geopotential number by the normal gravity value computed on the
 OU0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0027.degrees latitude (g = 980.6199 gals.).
 OU0027
 OU0027.The modeled gravity was interpolated from observed gravity values.
 OU0027
 OU0027;                    North         East    Units  Estimated Accuracy
 OU0027;SPC WY E     -   351,770.      285,450.      MT  (+/- 180 meters Scaled)
 OU0027
 OU0027                          SUPERSEDED SURVEY CONTROL
 OU0027
 OU0027.No superseded survey control is available for this station.
 OU0027
 OU0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ719347(NAD 83)
 OU0027_MARKER: B = BOLT
 OU0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OU0027_SP_SET: PIER
 OU0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0027
 OU0027  HISTORY     - Date     Condition        Report By
 OU0027  HISTORY     - UNK      MONUMENTED       CGS
 OU0027  HISTORY     - 1957     MARK NOT FOUND   NGS
 OU0027
 OU0027                          STATION DESCRIPTION
 OU0027
 OU0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0027'1.6 MI NW FROM CLIFTON.
 OU0027'1.6 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OU0027'RAILROAD FROM CLIFTON, WESTON COUNTY, MIDWAY BETWEEN MILEPOSTS
 OU0027'505 AND 506, AT A SMALL CONCRETE BRIDGE, ON THE EAST WALL
 OU0027'DIRECTLY OVER THE CENTRAL PIER, AND 8 FEET NORTHEAST OF THE
 OU0027'CENTERLINE OF THE MAIN TRACK.  A COPPER BOLT.  NOTE-- IT WAS
 OU0027'REPORTED AT THAT TIME THAT THE ONLY BRIDGE IN THIS LOCALITY
 OU0027'LOOKS LIKE A NEW BRIDGE.  HEAVY TIMBERS HAVE BEEN BOLTED TO THE
 OU0027'TOP OF THE EAST HEAD WALL OF THE BRIDGE AND IT IS BELIEVED THAT
 OU0027'THE MARK IS UNDER THESE TIMBERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0192 ***********************************************************************
 PV0192  DESIGNATION -  T 60
 PV0192  PID         -  PV0192
 PV0192  STATE/COUNTY-  WY/CAMPBELL
 PV0192  USGS QUAD   -  ROCKYPOINT (1972)
 PV0192
 PV0192                         *CURRENT SURVEY CONTROL
 PV0192  ___________________________________________________________________
 PV0192* NAD 83(1986)-  44 54 26.     (N)    105 05 44.     (W)     SCALED    
 PV0192* NAVD 88     -      1196.463  (meters)    3925.40   (feet)  ADJUSTED  
 PV0192  ___________________________________________________________________
 PV0192  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 PV0192  DYNAMIC HT  -        1196.104 (meters)    3924.22  (feet)  COMP
 PV0192  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 PV0192  OBS GRAVITY -     980,271.3   (mgal)                       GRAV_OBS
 PV0192
 PV0192  VERT ORDER  -  SECOND    CLASS 0
 PV0192
 PV0192.The horizontal coordinates were scaled from a topographic map and have
 PV0192.an estimated accuracy of +/- 6 seconds.
 PV0192
 PV0192.The orthometric height was determined by differential leveling
 PV0192.and adjusted by the National Geodetic Survey in June 1991..
 PV0192
 PV0192.The geoid height was determined by GEOID03.
 PV0192
 PV0192.The dynamic height is computed by dividing the NAVD 88
 PV0192.geopotential number by the normal gravity value computed on the
 PV0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0192.degrees latitude (g = 980.6199 gals.).
 PV0192
 PV0192.The modeled gravity was interpolated from observed gravity values.
 PV0192.The observed gravity was obtained from relative gravimeter ties
 PV0192.to the IGSN71 gravity network.
 PV0192
 PV0192;                    North         East    Units  Estimated Accuracy
 PV0192;SPC WY E     -   489,560.      205,620.      MT  (+/- 180 meters Scaled)
 PV0192
 PV0192                          SUPERSEDED SURVEY CONTROL
 PV0192
 PV0192  NGVD 29 (??/??/92) 1195.840  (m)         3923.35   (f) ADJ UNCH    2 0
 PV0192
 PV0192.Superseded values are not recommended for survey control.
 PV0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0192.See file dsdata.txt to determine how the superseded data were derived.
 PV0192
 PV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK924726(NAD 83)
 PV0192_MARKER: DB = BENCH MARK DISK
 PV0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0192_STAMPING: T 60 1934
 PV0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0192+STABILITY: SURFACE MOTION
 PV0192
 PV0192  HISTORY     - Date     Condition        Report By
 PV0192  HISTORY     - 1934     MONUMENTED       CGS
 PV0192  HISTORY     - 1953     GOOD             NGS
 PV0192
 PV0192                          STATION DESCRIPTION
 PV0192
 PV0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0192'AT ROCKYPOINT.
 PV0192'AT ROCKYPOINT, CAMPBELL COUNTY, NEAR A FENCE CORNER SOUTH OF THE
 PV0192'ROSENDAUGH STORE, 112 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 PV0192'STORE, 52.5 FEET NORTH OF THE NORTHWEST CORNER OF A LOG CABIN,
 PV0192'AND 4.0 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED T 60
 PV0192'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PV0192
 PV0192                          STATION RECOVERY (1953)
 PV0192
 PV0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PV0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA4597 ***********************************************************************
 AA4597  DESIGNATION -  T 61 RESET
 AA4597  PID         -  AA4597
 AA4597  STATE/COUNTY-  WY/CROOK
 AA4597  USGS QUAD   -  THE ROCKS (1984)
 AA4597
 AA4597                         *CURRENT SURVEY CONTROL
 AA4597  ___________________________________________________________________
 AA4597* NAD 83(1986)-  44 23 59.     (N)    104 32 42.     (W)     SCALED    
 AA4597* NAVD 88     -      1442.57   (+/-2cm)    4732.8    (feet)  VERTCON   
 AA4597  ___________________________________________________________________
 AA4597  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 AA4597
 AA4597  VERT ORDER  -  THIRD (See Below)
 AA4597
 AA4597.The horizontal coordinates were scaled from a topographic map and have
 AA4597.an estimated accuracy of +/- 6 seconds.
 AA4597
 AA4597.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4597.The vertical order pertains to the NGVD 29 superseded value.
 AA4597
 AA4597.The geoid height was determined by GEOID03.
 AA4597
 AA4597;                    North         East    Units  Estimated Accuracy
 AA4597;SPC WY E     -   433,350.      249,520.      MT  (+/- 180 meters Scaled)
 AA4597
 AA4597                          SUPERSEDED SURVEY CONTROL
 AA4597
 AA4597  NGVD 29 (03/28/06) 1441.92   (m)         4730.7    (f) RESET       3  
 AA4597
 AA4597.Superseded values are not recommended for survey control.
 AA4597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4597.See file dsdata.txt to determine how the superseded data were derived.
 AA4597
 AA4597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK362163(NAD 83)
 AA4597_MARKER: DV = VERTICAL CONTROL DISK
 AA4597_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA4597_SP_SET: HEADWALL
 AA4597_STAMPING: T 61 RESET 1976
 AA4597_MARK LOGO: NGS   
 AA4597_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4597+STABILITY: SURFACE MOTION
 AA4597
 AA4597  HISTORY     - Date     Condition        Report By
 AA4597  HISTORY     - 1976     MONUMENTED       WYDT
 AA4597
 AA4597                          STATION DESCRIPTION
 AA4597
 AA4597'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1976 (WPH)
 AA4597'9.7 MILES (15.6 KM) WEST ALONG U.S HIGHWAY 14 FROM THE COUNTY
 AA4597'COURTHOUSE IN SUNDANCE, AT THE SOUTHEAST CORNER OF A 104 FOOT (31.7 M)
 AA4597'120 INCH STRUCTURAL PLATE PIPE, 54 FEET (16.5 M) SOUTH OF THE
 AA4597'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0001 ***********************************************************************
 OU0001  DESIGNATION -  T 62
 OU0001  PID         -  OU0001
 OU0001  STATE/COUNTY-  WY/WESTON
 OU0001  USGS QUAD   -  CAMBRIA (1984)
 OU0001
 OU0001                         *CURRENT SURVEY CONTROL
 OU0001  ___________________________________________________________________
 OU0001* NAD 83(1986)-  43 57 21.     (N)    104 11 38.     (W)     SCALED    
 OU0001* NAVD 88     -      1503.242  (meters)    4931.89   (feet)  ADJUSTED  
 OU0001  ___________________________________________________________________
 OU0001  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 OU0001  DYNAMIC HT  -        1502.552 (meters)    4929.62  (feet)  COMP
 OU0001  MODELED GRAV-     980,106.3   (mgal)                       NAVD 88
 OU0001
 OU0001  VERT ORDER  -  SECOND    CLASS 0
 OU0001
 OU0001.The horizontal coordinates were scaled from a topographic map and have
 OU0001.an estimated accuracy of +/- 6 seconds.
 OU0001
 OU0001.The orthometric height was determined by differential leveling
 OU0001.and adjusted by the National Geodetic Survey in June 1991..
 OU0001
 OU0001.The geoid height was determined by GEOID03.
 OU0001
 OU0001.The dynamic height is computed by dividing the NAVD 88
 OU0001.geopotential number by the normal gravity value computed on the
 OU0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0001.degrees latitude (g = 980.6199 gals.).
 OU0001
 OU0001.The modeled gravity was interpolated from observed gravity values.
 OU0001
 OU0001;                    North         East    Units  Estimated Accuracy
 OU0001;SPC WY E     -   384,300.      278,080.      MT  (+/- 180 meters Scaled)
 OU0001
 OU0001                          SUPERSEDED SURVEY CONTROL
 OU0001
 OU0001  NGVD 29 (??/??/92) 1502.569  (m)         4929.68   (f) ADJ UNCH    2 0
 OU0001
 OU0001.Superseded values are not recommended for survey control.
 OU0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0001.See file dsdata.txt to determine how the superseded data were derived.
 OU0001
 OU0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ646672(NAD 83)
 OU0001_MARKER: DB = BENCH MARK DISK
 OU0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0001_STAMPING: T 62 1934
 OU0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0001+STABILITY: SURFACE MOTION
 OU0001
 OU0001  HISTORY     - Date     Condition        Report By
 OU0001  HISTORY     - 1934     MONUMENTED       CGS
 OU0001  HISTORY     - 1944     GOOD             NGS
 OU0001
 OU0001                          STATION DESCRIPTION
 OU0001
 OU0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0001'7.9 MI NE FROM NEWCASTLE.
 OU0001'7.9 MILES NORTHEAST ON HIGHWAY.  ALONG U.S. HIGHWAY NO. 85
 OU0001'BETWEEN LEAD, SOUTH DAKOTA AND NEWCASTLE, WYOMING, IN CENTER
 OU0001'OF NORTH TERRACE OF FLYING V RANCH, 60.3 FEET SOUTHEAST OF
 OU0001'CENTERLINE OF U.S. HIGHWAY NO. 85, 34.2 FEET NORTH OF NORTHWEST
 OU0001'CORNER OF CAMBRIA MUSEUM BUILDING, 7.9 MILES NORTH OF NEWCASTLE
 OU0001'POST OFFICE.  STANDARD DISK, STAMPED T 62 1934.
 OU0001
 OU0001                          STATION RECOVERY (1944)
 OU0001
 OU0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 OU0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0118 ***********************************************************************
 NQ0118  DESIGNATION -  T 63
 NQ0118  PID         -  NQ0118
 NQ0118  STATE/COUNTY-  WY/PLATTE
 NQ0118  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0118
 NQ0118                         *CURRENT SURVEY CONTROL
 NQ0118  ___________________________________________________________________
 NQ0118* NAD 83(1986)-  42 20 43.     (N)    104 53 33.     (W)     SCALED    
 NQ0118* NAVD 88     -      1354.496  (meters)    4443.88   (feet)  ADJUSTED  
 NQ0118  ___________________________________________________________________
 NQ0118  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 NQ0118  DYNAMIC HT  -        1353.668 (meters)    4441.16  (feet)  COMP
 NQ0118  MODELED GRAV-     979,963.2   (mgal)                       NAVD 88
 NQ0118
 NQ0118  VERT ORDER  -  SECOND    CLASS 0
 NQ0118
 NQ0118.The horizontal coordinates were scaled from a topographic map and have
 NQ0118.an estimated accuracy of +/- 6 seconds.
 NQ0118
 NQ0118.The orthometric height was determined by differential leveling
 NQ0118.and adjusted by the National Geodetic Survey in June 1991..
 NQ0118
 NQ0118.The geoid height was determined by GEOID03.
 NQ0118
 NQ0118.The dynamic height is computed by dividing the NAVD 88
 NQ0118.geopotential number by the normal gravity value computed on the
 NQ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0118.degrees latitude (g = 980.6199 gals.).
 NQ0118
 NQ0118.The modeled gravity was interpolated from observed gravity values.
 NQ0118
 NQ0118;                    North         East    Units  Estimated Accuracy
 NQ0118;SPC WY E     -   204,960.      222,590.      MT  (+/- 180 meters Scaled)
 NQ0118
 NQ0118                          SUPERSEDED SURVEY CONTROL
 NQ0118
 NQ0118  NGVD 29 (??/??/92) 1353.72   (m)         4441.3    (f) COMPUTED    2 0
 NQ0118
 NQ0118.Superseded values are not recommended for survey control.
 NQ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0118.See file dsdata.txt to determine how the superseded data were derived.
 NQ0118
 NQ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG088881(NAD 83)
 NQ0118_MARKER: DB = BENCH MARK DISK
 NQ0118_SETTING: 80 = SET IN A BOULDER
 NQ0118_SP_SET: BOULDER
 NQ0118_STAMPING: T 63 1934
 NQ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0118+STABILITY: SURFACE MOTION
 NQ0118
 NQ0118  HISTORY     - Date     Condition        Report By
 NQ0118  HISTORY     - 1934     MONUMENTED       CGS
 NQ0118  HISTORY     - 1956     MARK NOT FOUND   NGS
 NQ0118
 NQ0118                          STATION DESCRIPTION
 NQ0118
 NQ0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0118'1.7 MI NW FROM WENDOVER.
 NQ0118'ABOUT 1.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NQ0118'QUINCY RAILROAD FROM THE STATION AT WENDOVER, PLATTE COUNTY,
 NQ0118'ABOUT 11 RAILS NORTH OF MILEPOST 105, IN A LARGE LIMESTONE
 NQ0118'BOULDER AT THE EAST EDGE OF A FILL, 20.0 FEET EAST OF THE EAST
 NQ0118'RAIL, AND ABOUT 6.0 FEET LOWER THAN THE TRACK.  A STANDARD
 NQ0118'DISK, STAMPED T 63 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0072 ***********************************************************************
 NQ0072  DESIGNATION -  T 64
 NQ0072  PID         -  NQ0072
 NQ0072  STATE/COUNTY-  WY/GOSHEN
 NQ0072  USGS QUAD   -  TORRINGTON (1990)
 NQ0072
 NQ0072                         *CURRENT SURVEY CONTROL
 NQ0072  ___________________________________________________________________
 NQ0072* NAD 83(1986)-  42 04 31.     (N)    104 12 56.     (W)     SCALED    
 NQ0072* NAVD 88     -      1253.385  (meters)    4112.15   (feet)  ADJUSTED  
 NQ0072  ___________________________________________________________________
 NQ0072  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 NQ0072  DYNAMIC HT  -        1252.594 (meters)    4109.55  (feet)  COMP
 NQ0072  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 NQ0072
 NQ0072  VERT ORDER  -  SECOND    CLASS 0
 NQ0072
 NQ0072.The horizontal coordinates were scaled from a topographic map and have
 NQ0072.an estimated accuracy of +/- 6 seconds.
 NQ0072
 NQ0072.The orthometric height was determined by differential leveling
 NQ0072.and adjusted by the National Geodetic Survey in June 1991..
 NQ0072
 NQ0072.The geoid height was determined by GEOID03.
 NQ0072
 NQ0072.The dynamic height is computed by dividing the NAVD 88
 NQ0072.geopotential number by the normal gravity value computed on the
 NQ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0072.degrees latitude (g = 980.6199 gals.).
 NQ0072
 NQ0072.The modeled gravity was interpolated from observed gravity values.
 NQ0072
 NQ0072;                    North         East    Units  Estimated Accuracy
 NQ0072;SPC WY E     -   175,380.      278,700.      MT  (+/- 180 meters Scaled)
 NQ0072
 NQ0072                          SUPERSEDED SURVEY CONTROL
 NQ0072
 NQ0072  NGVD 29 (??/??/92) 1252.647  (m)         4109.73   (f) ADJ UNCH    2 0
 NQ0072
 NQ0072.Superseded values are not recommended for survey control.
 NQ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0072.See file dsdata.txt to determine how the superseded data were derived.
 NQ0072
 NQ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG648584(NAD 83)
 NQ0072_MARKER: DB = BENCH MARK DISK
 NQ0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0072_SP_SET: BRIDGE
 NQ0072_STAMPING: T 64 1934
 NQ0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0072
 NQ0072  HISTORY     - Date     Condition        Report By
 NQ0072  HISTORY     - 1934     MONUMENTED       CGS
 NQ0072
 NQ0072                          STATION DESCRIPTION
 NQ0072
 NQ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0072'1.8 MI W FROM TORRINGTON.
 NQ0072'1.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NQ0072'FROM THE STATION AT TORRINGTON, AT BRIDGE 63.85, IN THE
 NQ0072'NORTHEAST END OF THE NORTHWEST ABUTMENT, 0.6 FOOT WEST OF THE
 NQ0072'EAST FACE OF THE ABUTMENT, 5.7 FEET NORTHEAST OF THE NORTHEAST
 NQ0072'RAIL, AND 3.6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 NQ0072'T 64 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0060 ***********************************************************************
 MP0060  DESIGNATION -  T 65
 MP0060  PID         -  MP0060
 MP0060  STATE/COUNTY-  WY/ALBANY
 MP0060  USGS QUAD   -  CENTENNIAL (1992)
 MP0060
 MP0060                         *CURRENT SURVEY CONTROL
 MP0060  ___________________________________________________________________
 MP0060* NAD 83(1986)-  41 17 48.     (N)    106 08 18.     (W)     SCALED    
 MP0060* NAVD 88     -      2444.447  (meters)    8019.82   (feet)  ADJUSTED  
 MP0060  ___________________________________________________________________
 MP0060  GEOID HEIGHT-         -10.67  (meters)                     GEOID03
 MP0060  DYNAMIC HT  -        2442.132 (meters)    8012.23  (feet)  COMP
 MP0060  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 MP0060
 MP0060  VERT ORDER  -  FIRST     CLASS II
 MP0060
 MP0060.The horizontal coordinates were scaled from a topographic map and have
 MP0060.an estimated accuracy of +/- 6 seconds.
 MP0060
 MP0060.The orthometric height was determined by differential leveling
 MP0060.and adjusted by the National Geodetic Survey in June 1991..
 MP0060.WARNING-Repeat measurements at this control monument indicate possible
 MP0060.vertical movement.
 MP0060
 MP0060.The geoid height was determined by GEOID03.
 MP0060
 MP0060.The dynamic height is computed by dividing the NAVD 88
 MP0060.geopotential number by the normal gravity value computed on the
 MP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0060.degrees latitude (g = 980.6199 gals.).
 MP0060
 MP0060.The modeled gravity was interpolated from observed gravity values.
 MP0060
 MP0060;                    North         East    Units  Estimated Accuracy
 MP0060;SPC WY E     -    88,920.      118,620.      MT  (+/- 180 meters Scaled)
 MP0060
 MP0060                          SUPERSEDED SURVEY CONTROL
 MP0060
 MP0060  NGVD 29 (??/??/92) 2443.204  (m)         8015.75   (f) ADJ UNCH    1 2
 MP0060
 MP0060.Superseded values are not recommended for survey control.
 MP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0060.See file dsdata.txt to determine how the superseded data were derived.
 MP0060
 MP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF046723(NAD 83)
 MP0060_MARKER: DB = BENCH MARK DISK
 MP0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0060_STAMPING: T 65 1934
 MP0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0060+STABILITY: SURFACE MOTION
 MP0060
 MP0060  HISTORY     - Date     Condition        Report By
 MP0060  HISTORY     - 1934     MONUMENTED       CGS
 MP0060  HISTORY     - 1956     GOOD             NGS
 MP0060
 MP0060                          STATION DESCRIPTION
 MP0060
 MP0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0060'IN CENTENNIAL.
 MP0060'AT CENTENNIAL, 117.2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE UNION
 MP0060'PACIFIC RAILROAD STATION, 24.6 FEET WEST OF THE WEST RAIL OF THE MAIN
 MP0060'TRACK, 7.6 FEET NORTH OF A TELEPHONE POLE, 7.6 FEET NORTH OF A WITNESS
 MP0060'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 MP0060'GROUND, IN SECTION 3, TOWNSHIP 15 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0095 ***********************************************************************
 MP0095  DESIGNATION -  T 66
 MP0095  PID         -  MP0095
 MP0095  STATE/COUNTY-  WY/ALBANY
 MP0095  USGS QUAD   -  WOODS LANDING (1992)
 MP0095
 MP0095                         *CURRENT SURVEY CONTROL
 MP0095  ___________________________________________________________________
 MP0095* NAD 83(1986)-  41 02 46.     (N)    106 07 28.     (W)     SCALED    
 MP0095* NAVD 88     -      2728.966  (meters)    8953.28   (feet)  ADJUSTED  
 MP0095  ___________________________________________________________________
 MP0095  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 MP0095  DYNAMIC HT  -        2726.264 (meters)    8944.42  (feet)  COMP
 MP0095  MODELED GRAV-     979,533.3   (mgal)                       NAVD 88
 MP0095
 MP0095  VERT ORDER  -  FIRST     CLASS II
 MP0095
 MP0095.The horizontal coordinates were scaled from a topographic map and have
 MP0095.an estimated accuracy of +/- 6 seconds.
 MP0095
 MP0095.The orthometric height was determined by differential leveling
 MP0095.and adjusted by the National Geodetic Survey in June 1991..
 MP0095
 MP0095.The geoid height was determined by GEOID03.
 MP0095
 MP0095.The dynamic height is computed by dividing the NAVD 88
 MP0095.geopotential number by the normal gravity value computed on the
 MP0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0095.degrees latitude (g = 980.6199 gals.).
 MP0095
 MP0095.The modeled gravity was interpolated from observed gravity values.
 MP0095
 MP0095;                    North         East    Units  Estimated Accuracy
 MP0095;SPC WY E     -    61,080.      119,480.      MT  (+/- 180 meters Scaled)
 MP0095
 MP0095                          SUPERSEDED SURVEY CONTROL
 MP0095
 MP0095  NGVD 29 (??/??/92) 2727.677  (m)         8949.05   (f) ADJ UNCH    1 2
 MP0095
 MP0095.Superseded values are not recommended for survey control.
 MP0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0095.See file dsdata.txt to determine how the superseded data were derived.
 MP0095
 MP0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF054444(NAD 83)
 MP0095_MARKER: DB = BENCH MARK DISK
 MP0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0095_STAMPING: T 66 1934
 MP0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0095+STABILITY: SURFACE MOTION
 MP0095
 MP0095  HISTORY     - Date     Condition        Report By
 MP0095  HISTORY     - 1934     MONUMENTED       CGS
 MP0095  HISTORY     - 1956     GOOD             NGS
 MP0095
 MP0095                          STATION DESCRIPTION
 MP0095
 MP0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0095'4.4 MI SE FROM FOXPARK.
 MP0095'4.4 MILES SOUTHEAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0095'RAILROAD FROM THE STATION AT FOXPARK, 19.5 FEET SOUTH OF THE 1ST POLE
 MP0095'SOUTH OF MILEPOST 59, 28.8 FEET WEST OF THE WEST RAIL, AT A CURVE IN
 MP0095'THE RAILROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 MP0095'FOOT ABOVE THE GROUND, IN SECTION 35, TOWNSHIP 13 NORTH, RANGE 78
 MP0095'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0137 ***********************************************************************
 NT0137  DESIGNATION -  T 67
 NT0137  PID         -  NT0137
 NT0137  STATE/COUNTY-  WY/LINCOLN
 NT0137  USGS QUAD   -  GROVER (1980)
 NT0137
 NT0137                         *CURRENT SURVEY CONTROL
 NT0137  ___________________________________________________________________
 NT0137* NAD 83(1986)-  42 46 14.     (N)    110 56 01.     (W)     SCALED    
 NT0137* NAVD 88     -      1863.939  (meters)    6115.27   (feet)  ADJUSTED  
 NT0137  ___________________________________________________________________
 NT0137  GEOID HEIGHT-         -10.94  (meters)                     GEOID03
 NT0137  DYNAMIC HT  -        1862.591 (meters)    6110.85  (feet)  COMP
 NT0137  MODELED GRAV-     979,831.6   (mgal)                       NAVD 88
 NT0137
 NT0137  VERT ORDER  -  SECOND    CLASS 0
 NT0137
 NT0137.The horizontal coordinates were scaled from a topographic map and have
 NT0137.an estimated accuracy of +/- 6 seconds.
 NT0137
 NT0137.The orthometric height was determined by differential leveling
 NT0137.and adjusted by the National Geodetic Survey in June 1991..
 NT0137
 NT0137.The geoid height was determined by GEOID03.
 NT0137
 NT0137.The dynamic height is computed by dividing the NAVD 88
 NT0137.geopotential number by the normal gravity value computed on the
 NT0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0137.degrees latitude (g = 980.6199 gals.).
 NT0137
 NT0137.The modeled gravity was interpolated from observed gravity values.
 NT0137
 NT0137;                    North         East    Units  Estimated Accuracy
 NT0137;SPC WY W     -   352,520.      730,410.      MT  (+/- 180 meters Scaled)
 NT0137
 NT0137                          SUPERSEDED SURVEY CONTROL
 NT0137
 NT0137  NGVD 29 (??/??/92) 1862.652  (m)         6111.05   (f) ADJ UNCH    2 0
 NT0137
 NT0137.Superseded values are not recommended for survey control.
 NT0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0137.See file dsdata.txt to determine how the superseded data were derived.
 NT0137
 NT0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN054353(NAD 83)
 NT0137_MARKER: DB = BENCH MARK DISK
 NT0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0137_STAMPING: T 67 1934
 NT0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0137+STABILITY: SURFACE MOTION
 NT0137
 NT0137  HISTORY     - Date     Condition        Report By
 NT0137  HISTORY     - 1934     MONUMENTED       CGS
 NT0137  HISTORY     - 19860809 GOOD             LOCSUR
 NT0137
 NT0137                          STATION DESCRIPTION
 NT0137
 NT0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0137'1.5 MI S FROM GROVER.
 NT0137'1.5 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT
 NT0137'GROVER, LINCOLN COUNTY, 450 FEET NORTH OF THE D. ANDERSON FARMHOUSE,
 NT0137'45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTH OF A
 NT0137'POLE, AND 3 FEET SOUTHEAST OF THE INTERSECTION OF A SIDE FENCE AND THE
 NT0137'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED T 67 1934 AND SET IN THE
 NT0137'TOP OF A CONCRETE POST.
 NT0137
 NT0137                          STATION RECOVERY (1986)
 NT0137
 NT0137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (PNS)
 NT0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0279 ***********************************************************************
 NT0279  DESIGNATION -  T 68
 NT0279  PID         -  NT0279
 NT0279  STATE/COUNTY-  WY/LINCOLN
 NT0279  USGS QUAD   -  BORDER (1980)
 NT0279
 NT0279                         *CURRENT SURVEY CONTROL
 NT0279  ___________________________________________________________________
 NT0279* NAD 83(1986)-  42 10 28.     (N)    111 01 22.     (W)     SCALED    
 NT0279* NAVD 88     -      1856.939  (meters)    6092.31   (feet)  ADJUSTED  
 NT0279  ___________________________________________________________________
 NT0279  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 NT0279  DYNAMIC HT  -        1855.453 (meters)    6087.43  (feet)  COMP
 NT0279  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 NT0279
 NT0279  VERT ORDER  -  SECOND    CLASS 0
 NT0279
 NT0279.The horizontal coordinates were scaled from a topographic map and have
 NT0279.an estimated accuracy of +/- 6 seconds.
 NT0279
 NT0279.The orthometric height was determined by differential leveling
 NT0279.and adjusted by the National Geodetic Survey in June 1991..
 NT0279
 NT0279.The geoid height was determined by GEOID03.
 NT0279
 NT0279.The dynamic height is computed by dividing the NAVD 88
 NT0279.geopotential number by the normal gravity value computed on the
 NT0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0279.degrees latitude (g = 980.6199 gals.).
 NT0279
 NT0279.The modeled gravity was interpolated from observed gravity values.
 NT0279
 NT0279;                    North         East    Units  Estimated Accuracy
 NT0279;SPC WY W     -   286,380.      722,380.      MT  (+/- 180 meters Scaled)
 NT0279
 NT0279                          SUPERSEDED SURVEY CONTROL
 NT0279
 NT0279  NGVD 29 (??/??/92) 1855.630  (m)         6088.01   (f) ADJ UNCH    2 0
 NT0279
 NT0279.Superseded values are not recommended for survey control.
 NT0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0279.See file dsdata.txt to determine how the superseded data were derived.
 NT0279
 NT0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVM981691(NAD 83)
 NT0279_MARKER: DB = BENCH MARK DISK
 NT0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0279_SP_SET: RETAINING WALL
 NT0279_STAMPING: T 68 1934
 NT0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0279
 NT0279  HISTORY     - Date     Condition        Report By
 NT0279  HISTORY     - 1934     MONUMENTED       CGS
 NT0279
 NT0279                          STATION DESCRIPTION
 NT0279
 NT0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0279'1.4 MI SE FROM BORDER.
 NT0279'1.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 NT0279'OF THE WYOMING-IDAHO STATE LINE AT BORDER, LINCOLN COUNTY, 135 FEET
 NT0279'WEST OF MILEPOST 91, AT STEEL BRIDGE 91.03 OVER BEAR RIVER, IN THE TOP
 NT0279'OF THE EAST CONCRETE RETAINING WALL, AND 8 FEET SOUTH OF THE CENTER
 NT0279'LINE OF THE TRACK.  A STANDARD DISK, STAMPED T 68 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0211 ***********************************************************************
 PV0211  DESIGNATION -  T 7
 PV0211  PID         -  PV0211
 PV0211  STATE/COUNTY-  WY/CROOK
 PV0211  USGS QUAD   -  ROZET SE (1971)
 PV0211
 PV0211                         *CURRENT SURVEY CONTROL
 PV0211  ___________________________________________________________________
 PV0211* NAD 83(1986)-  44 16 53.     (N)    105 03 10.     (W)     SCALED    
 PV0211* NAVD 88     -      1283.452  (meters)    4210.79   (feet)  ADJUSTED  
 PV0211  ___________________________________________________________________
 PV0211  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0211  DYNAMIC HT  -        1282.930 (meters)    4209.08  (feet)  COMP
 PV0211  MODELED GRAV-     980,167.1   (mgal)                       NAVD 88
 PV0211
 PV0211  VERT ORDER  -  FIRST     CLASS II
 PV0211
 PV0211.The horizontal coordinates were scaled from a topographic map and have
 PV0211.an estimated accuracy of +/- 6 seconds.
 PV0211
 PV0211.The orthometric height was determined by differential leveling
 PV0211.and adjusted by the National Geodetic Survey in June 1991..
 PV0211.WARNING-Repeat measurements at this control monument indicate possible
 PV0211.vertical movement.
 PV0211
 PV0211.The geoid height was determined by GEOID03.
 PV0211
 PV0211.The dynamic height is computed by dividing the NAVD 88
 PV0211.geopotential number by the normal gravity value computed on the
 PV0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0211.degrees latitude (g = 980.6199 gals.).
 PV0211
 PV0211.The modeled gravity was interpolated from observed gravity values.
 PV0211
 PV0211;                    North         East    Units  Estimated Accuracy
 PV0211;SPC WY E     -   420,020.      209,090.      MT  (+/- 180 meters Scaled)
 PV0211
 PV0211                          SUPERSEDED SURVEY CONTROL
 PV0211
 PV0211  NGVD 29 (??/??/92) 1282.852  (m)         4208.82   (f) ADJ UNCH    1 2
 PV0211
 PV0211.Superseded values are not recommended for survey control.
 PV0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0211.See file dsdata.txt to determine how the superseded data were derived.
 PV0211
 PV0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK957031(NAD 83)
 PV0211_MARKER: B = BOLT
 PV0211_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PV0211_SP_SET: WINGWALL
 PV0211_MARK LOGO: NONE  
 PV0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0211+STABILITY: SURFACE MOTION
 PV0211
 PV0211  HISTORY     - Date     Condition        Report By
 PV0211  HISTORY     - 1908     MONUMENTED       CGS
 PV0211  HISTORY     - 1957     GOOD             NGS
 PV0211  HISTORY     - 1985     GOOD             NGS
 PV0211  HISTORY     - 20000609 MARK NOT FOUND   USGS
 PV0211
 PV0211                          STATION DESCRIPTION
 PV0211
 PV0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0211'5.3 MI W FROM MOORCROFT.
 PV0211'5.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0211'FROM THE STATION AT MOORCROFT, IN THE TOP OF THE NORTHEAST WINGWALL
 PV0211'OF A CONCRETE BOX CULVERT, 11.7 FEET NORTH OF THE NORTH RAIL AND
 PV0211'ABOUT 4 FEET LOWER THAN THE TRACK.
 PV0211
 PV0211                          STATION RECOVERY (1985)
 PV0211
 PV0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0211'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--8.82 KM (5.48 MI) WEST ALONG
 PV0211'STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF US HIGHWAY
 PV0211'14 AT MOORCROFT, 75.0 METERS (246 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 PV0211'26.2 METERS (86 FT) EAST-NORTHEAST OF RAILROAD SEMIPHORE 5745.
 PV0211'NOTE--MARK IS A COPPER BOLT AND HAS NO ORIGIN.
 PV0211
 PV0211                          STATION RECOVERY (2000)
 PV0211
 PV0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0211'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0887 ***********************************************************************
 MR0887  DESIGNATION -  T 70 RESET
 MR0887  PID         -  MR0887
 MR0887  STATE/COUNTY-  WY/UINTA
 MR0887  USGS QUAD   -  EVANSTON (1978)
 MR0887
 MR0887                         *CURRENT SURVEY CONTROL
 MR0887  ___________________________________________________________________
 MR0887* NAD 83(1986)-  41 18 57.     (N)    110 59 43.     (W)     SCALED    
 MR0887* NAVD 88     -      2029.51   (meters)    6658.5    (feet)  RESET     
 MR0887  ___________________________________________________________________
 MR0887  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 MR0887
 MR0887  VERT ORDER  -  THIRD
 MR0887
 MR0887.The horizontal coordinates were scaled from a topographic map and have
 MR0887.an estimated accuracy of +/- 6 seconds.
 MR0887
 MR0887.The orthometric height was computed from unverified reset data.
 MR0887
 MR0887.The geoid height was determined by GEOID03.
 MR0887
 MR0887;                    North         East    Units  Estimated Accuracy
 MR0887;SPC WY W     -   191,000.      723,650.      MT  (+/- 180 meters Scaled)
 MR0887
 MR0887                          SUPERSEDED SURVEY CONTROL
 MR0887
 MR0887  NGVD 29 (03/28/06) 2028.11   (m)         6653.9    (f) RESET       3  
 MR0887
 MR0887.Superseded values are not recommended for survey control.
 MR0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0887.See file dsdata.txt to determine how the superseded data were derived.
 MR0887
 MR0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL003738(NAD 83)
 MR0887_MARKER: DV = VERTICAL CONTROL DISK
 MR0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0887_SP_SET: CONCRETE POST
 MR0887_STAMPING: T 70 RESET 1981
 MR0887_MARK LOGO: NGS   
 MR0887_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0887+STABILITY: SURFACE MOTION
 MR0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MR0887+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 MR0887
 MR0887  HISTORY     - Date     Condition        Report By
 MR0887  HISTORY     - 1981     MONUMENTED       WYHD
 MR0887  HISTORY     - 20050718 GOOD             GEOCAC
 MR0887
 MR0887                          STATION DESCRIPTION
 MR0887
 MR0887'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1981
 MR0887'0.1 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0887'AT EVANSTON, THENCE ABOUT 3.95 MILES NORTHWEST ALONG STATE HIGHWAY
 MR0887'89, 71 FEET WEST OF CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF THE
 MR0887'HIGHWAY RIGHT-OF-WAY FENCE, 10 FEET EAST OF A GROUP OF LARGE
 MR0887'COTTONWOOD TREES AND 25 FEET NORTHEAST OF A CONCRETE HEADGATE LOCATED
 MR0887'IN AN IRRIGATION DITCH BY THE ABOVE COTTONWOOD TREES.
 MR0887
 MR0887                          STATION RECOVERY (2005)
 MR0887
 MR0887'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 MR0887'THE STATION IS ABOUT 30 FEET EAST OF A GROUP OF LARGE COTTONWOOD TREES
 MR0887'AND ABOUT 50 FEET NORTHEAST OF A CONCRETE HEADGATE IN AN IRRIGATION
 MR0887'DITCH.  HANDHELD COORDINATES ARE N41-18-57.78 W110-59-43.20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0299 ***********************************************************************
 MQ0299  DESIGNATION -  T 71
 MQ0299  PID         -  MQ0299
 MQ0299  STATE/COUNTY-  WY/SWEETWATER
 MQ0299  USGS QUAD   -  BIG ISLAND BRIDGE (1980)
 MQ0299
 MQ0299                         *CURRENT SURVEY CONTROL
 MQ0299  ___________________________________________________________________
 MQ0299* NAD 83(1986)-  41 51 59.     (N)    109 42 40.     (W)     SCALED    
 MQ0299* NAVD 88     -      1920.099  (meters)    6299.52   (feet)  ADJUSTED  
 MQ0299  ___________________________________________________________________
 MQ0299  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 MQ0299  DYNAMIC HT  -        1918.519 (meters)    6294.34  (feet)  COMP
 MQ0299  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 MQ0299
 MQ0299  VERT ORDER  -  SECOND    CLASS 0
 MQ0299
 MQ0299.The horizontal coordinates were scaled from a topographic map and have
 MQ0299.an estimated accuracy of +/- 6 seconds.
 MQ0299
 MQ0299.The orthometric height was determined by differential leveling
 MQ0299.and adjusted by the National Geodetic Survey in June 1991..
 MQ0299
 MQ0299.The geoid height was determined by GEOID03.
 MQ0299
 MQ0299.The dynamic height is computed by dividing the NAVD 88
 MQ0299.geopotential number by the normal gravity value computed on the
 MQ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0299.degrees latitude (g = 980.6199 gals.).
 MQ0299
 MQ0299.The modeled gravity was interpolated from observed gravity values.
 MQ0299
 MQ0299;                    North         East    Units  Estimated Accuracy
 MQ0299;SPC WYWC     -   152,190.      520,210.      MT  (+/- 180 meters Scaled)
 MQ0299
 MQ0299                          SUPERSEDED SURVEY CONTROL
 MQ0299
 MQ0299  NGVD 29 (??/??/92) 1918.850  (m)         6295.43   (f) ADJ UNCH    2 0
 MQ0299
 MQ0299.Superseded values are not recommended for survey control.
 MQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0299.See file dsdata.txt to determine how the superseded data were derived.
 MQ0299
 MQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM069357(NAD 83)
 MQ0299_MARKER: DB = BENCH MARK DISK
 MQ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0299_STAMPING: T 71 1934
 MQ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0299+STABILITY: SURFACE MOTION
 MQ0299
 MQ0299  HISTORY     - Date     Condition        Report By
 MQ0299  HISTORY     - 1934     MONUMENTED       CGS
 MQ0299  HISTORY     - 1963     MARK NOT FOUND   USGS
 MQ0299
 MQ0299                          STATION DESCRIPTION
 MQ0299
 MQ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0299'25.5 MI SW FROM FARSON.
 MQ0299'ABOUT 25.5 MILES SOUTHWEST ALONG THE ROAD LEADING TO GRANGER FROM THE
 MQ0299'POST OFFICE AT FARSON, SWEETWATER COUNTY, ABOUT 8 MILES NORTHEAST OF
 MQ0299'THE BRIDGE OVER GREEN RIVER, ABOUT 0.4 MILE NORTHEAST OF THE MOST
 MQ0299'NORTHERLY SANDSTONE BUTTE OF BAD LAND HILLS, ABOUT 0.3 MILE NORTHEAST
 MQ0299'OF A LONE SANDSTONE DOME ABOUT 30 FEET HIGH, AND 77 FEET SOUTHEAST OF
 MQ0299'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED T 71 1934 AND
 MQ0299'SET IN THE TOP OF A CONCRETE POST.
 MQ0299
 MQ0299                          STATION RECOVERY (1963)
 MQ0299
 MQ0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MQ0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0354 ***********************************************************************
 MP0354  DESIGNATION -  T 72
 MP0354  PID         -  MP0354
 MP0354  STATE/COUNTY-  WY/CARBON
 MP0354  USGS QUAD   -  SAVERY (1961)
 MP0354
 MP0354                         *CURRENT SURVEY CONTROL
 MP0354  ___________________________________________________________________
 MP0354* NAD 83(1993)-  41 01 45.81563(N)    107 29 47.53513(W)     ADJUSTED  
 MP0354* NAVD 88     -      1976.077  (meters)    6483.18   (feet)  ADJUSTED  
 MP0354  ___________________________________________________________________
 MP0354  LAPLACE CORR-          10.71  (seconds)                    DEFLEC99
 MP0354  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 MP0354  DYNAMIC HT  -        1974.285 (meters)    6477.30  (feet)  COMP
 MP0354  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 MP0354
 MP0354  HORZ ORDER  -  SECOND
 MP0354  VERT ORDER  -  SECOND    CLASS 0
 MP0354
 MP0354.The horizontal coordinates were established by classical geodetic methods
 MP0354.and adjusted by the National Geodetic Survey in January 1997..
 MP0354
 MP0354.The orthometric height was determined by differential leveling
 MP0354.and adjusted by the National Geodetic Survey in June 1991..
 MP0354
 MP0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0354
 MP0354.The geoid height was determined by GEOID03.
 MP0354
 MP0354.The dynamic height is computed by dividing the NAVD 88
 MP0354.geopotential number by the normal gravity value computed on the
 MP0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0354.degrees latitude (g = 980.6199 gals.).
 MP0354
 MP0354.The modeled gravity was interpolated from observed gravity values.
 MP0354
 MP0354;                    North         East     Units Scale Factor Converg.
 MP0354;SPC WYEC     -   158,797.938   386,275.741   MT  0.99993982   -0 06 25.7
 MP0354;SPC CO N     -   495,017.008   746,503.345   MT  1.00004920   -1 17 24.1
 MP0354;SPC CO N     - 1,624,068.30  2,449,153.06   sFT  1.00004920   -1 17 24.1
 MP0354;UTM  13      - 4,545,022.620   290,121.371   MT  1.00014217   -1 38 22.0
 MP0354
 MP0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0354!SPC WYEC     -   0.99969228  x   0.99993982  =   0.99963212
 MP0354!SPC CO N     -   0.99969228  x   1.00004920  =   0.99974146
 MP0354!UTM  13      -   0.99969228  x   1.00014217  =   0.99983441
 MP0354
 MP0354                          SUPERSEDED SURVEY CONTROL
 MP0354
 MP0354  NAD 83(1993)-  41 01 45.81348(N)    107 29 47.52893(W) AD(       ) 2
 MP0354  NAD 83(1986)-  41 01 45.81047(N)    107 29 47.52676(W) AD(       ) 2
 MP0354  NAD 27      -  41 01 45.93800(N)    107 29 45.29100(W) AD(       ) 2
 MP0354  NGVD 29 (??/??/92) 1974.880  (m)         6479.25   (f) ADJ UNCH    2 0
 MP0354
 MP0354.Superseded values are not recommended for survey control.
 MP0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0354.See file dsdata.txt to determine how the superseded data were derived.
 MP0354
 MP0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF9012145023(NAD 83)
 MP0354_MARKER: DB = BENCH MARK DISK
 MP0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0354_STAMPING: T 72 1934
 MP0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0354+STABILITY: SURFACE MOTION
 MP0354
 MP0354  HISTORY     - Date     Condition        Report By
 MP0354  HISTORY     - 1949     MONUMENTED       CGS
 MP0354  HISTORY     - 1956     GOOD             USGS
 MP0354
 MP0354                          STATION DESCRIPTION
 MP0354
 MP0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 MP0354'THE STATION IS LOCATED ABOUT 2.0 MILES AIR LINE EAST OF DIXON,
 MP0354'ABOUT 2.0 MILES AIR LINE NORTH OF THE COLORADO-WYOMING STATE
 MP0354'LINE AND ABOUT 0.25 MILE SOUTH OF THE OILED ROAD THAT EXTENDS
 MP0354'FROM BAGGS TO SAVERY, ON A FLAT, SAGEBRUSH-COVERED AREA.
 MP0354'
 MP0354'THE STATION MARK IS A U.S.C. AND G.S. BENCH MARK.  IT IS SET
 MP0354'IN A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES,
 MP0354'AND IS STAMPED, T 72 1934.
 MP0354
 MP0354                          STATION RECOVERY (1956)
 MP0354
 MP0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MP0354'1.5 MI E FROM DIXON.
 MP0354'1.5 MILES EAST OF A CROSS ROADS AT DIXON, TO A FORK IN THE ROAD
 MP0354'LEADING SOUTHEAST, 0.3 MILE SOUTHEAST ON A GRAVEL ROAD, ON THE OUTSIDE
 MP0354'OF A CURVE FROM EAST TO SOUTHEAST, 260 FEET NORTHWEST OF A DRAIN
 MP0354'CROSSING, AND 33 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD AT A
 MP0354'CURVE.  A STANDARD DISK, STAMPED T 72 1934 AND SET IN THE TOP OF A
 MP0354'CONCRETE POST, PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0093 ***********************************************************************
 MR0093  DESIGNATION -  T 73
 MR0093  PID         -  MR0093
 MR0093  STATE/COUNTY-  WY/UINTA
 MR0093  USGS QUAD   -  REED RESERVOIR (1980)
 MR0093
 MR0093                         *CURRENT SURVEY CONTROL
 MR0093  ___________________________________________________________________
 MR0093* NAD 83(1986)-  41 07 37.     (N)    110 10 22.     (W)     SCALED    
 MR0093* NAVD 88     -      2230.808  (meters)    7318.91   (feet)  ADJUSTED  
 MR0093  ___________________________________________________________________
 MR0093  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 MR0093  DYNAMIC HT  -        2228.689 (meters)    7311.96  (feet)  COMP
 MR0093  MODELED GRAV-     979,593.8   (mgal)                       NAVD 88
 MR0093
 MR0093  VERT ORDER  -  SECOND    CLASS 0
 MR0093
 MR0093.The horizontal coordinates were scaled from a topographic map and have
 MR0093.an estimated accuracy of +/- 6 seconds.
 MR0093
 MR0093.The orthometric height was determined by differential leveling
 MR0093.and adjusted by the National Geodetic Survey in June 1991..
 MR0093
 MR0093.The geoid height was determined by GEOID03.
 MR0093
 MR0093.The dynamic height is computed by dividing the NAVD 88
 MR0093.geopotential number by the normal gravity value computed on the
 MR0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0093.degrees latitude (g = 980.6199 gals.).
 MR0093
 MR0093.The modeled gravity was interpolated from observed gravity values.
 MR0093
 MR0093;                    North         East    Units  Estimated Accuracy
 MR0093;SPC WY W     -   169,620.      792,490.      MT  (+/- 180 meters Scaled)
 MR0093
 MR0093                          SUPERSEDED SURVEY CONTROL
 MR0093
 MR0093  NGVD 29 (??/??/92) 2229.399  (m)         7314.29   (f) ADJ UNCH    2 0
 MR0093
 MR0093.Superseded values are not recommended for survey control.
 MR0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0093.See file dsdata.txt to determine how the superseded data were derived.
 MR0093
 MR0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL694531(NAD 83)
 MR0093_MARKER: DB = BENCH MARK DISK
 MR0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0093_STAMPING: T 73 1934
 MR0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0093+STABILITY: SURFACE MOTION
 MR0093
 MR0093  HISTORY     - Date     Condition        Report By
 MR0093  HISTORY     - 1934     MONUMENTED       CGS
 MR0093  HISTORY     - 1964     MARK NOT FOUND   USGS
 MR0093
 MR0093                          STATION DESCRIPTION
 MR0093
 MR0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0093'5.9 MI N FROM LONETREE.
 MR0093'5.9 MILES NORTH ALONG THE ROAD LEADING TO LYMAN FROM THE NEW (1934)
 MR0093'SCHOOLHOUSE AT LONETREE.  UINTA COUNTY, 630 FEET SOUTHEAST OF A
 MR0093'CORRUGATED-IRON CULVERT, ON THE OUTSIDE OF A CURVE, 200 FEET SOUTH OF
 MR0093'A PROMINENT POINT ON THE NORTH BANK OF A WATERCOURSE, 120 FEET
 MR0093'SOUTHEAST OF A GRAVEL BREAK, AND 45 FEET SOUTH OF THE CENTER LINE OF
 MR0093'THE ROAD.  A STANDARD DISK, STAMPED T 73 1934 AND SET IN THE TOP OF A
 MR0093'CONCRETE POST.
 MR0093
 MR0093                          STATION RECOVERY (1964)
 MR0093
 MR0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MR0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0709 ***********************************************************************
 MP0709  DESIGNATION -  T 74 RESET
 MP0709  PID         -  MP0709
 MP0709  STATE/COUNTY-  WY/CARBON
 MP0709  USGS QUAD   -  ENCAMPMENT (1983)
 MP0709
 MP0709                         *CURRENT SURVEY CONTROL
 MP0709  ___________________________________________________________________
 MP0709* NAD 83(1986)-  41 12 33.     (N)    106 47 32.     (W)     SCALED    
 MP0709* NAVD 88     -      2225.87   (meters)    7302.7    (feet)  RESET     
 MP0709  ___________________________________________________________________
 MP0709  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 MP0709
 MP0709  VERT ORDER  -  THIRD
 MP0709
 MP0709.The horizontal coordinates were scaled from a topographic map and have
 MP0709.an estimated accuracy of +/- 6 seconds.
 MP0709
 MP0709.The orthometric height was computed from unverified reset data.
 MP0709
 MP0709.The geoid height was determined by GEOID03.
 MP0709
 MP0709;                    North         East    Units  Estimated Accuracy
 MP0709;SPC WYEC     -   178,890.      445,380.      MT  (+/- 180 meters Scaled)
 MP0709
 MP0709                          SUPERSEDED SURVEY CONTROL
 MP0709
 MP0709  NGVD 29 (03/28/06) 2224.64   (m)         7298.7    (f) RESET       3  
 MP0709
 MP0709.Superseded values are not recommended for survey control.
 MP0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0709.See file dsdata.txt to determine how the superseded data were derived.
 MP0709
 MP0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF497635(NAD 83)
 MP0709_MARKER: DV = VERTICAL CONTROL DISK
 MP0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0709_SP_SET: CONCRETE POST
 MP0709_STAMPING: T 74 RESET 1990
 MP0709_MARK LOGO: NGS   
 MP0709_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0709+STABILITY: SURFACE MOTION
 MP0709
 MP0709  HISTORY     - Date     Condition        Report By
 MP0709  HISTORY     - 1990     MONUMENTED       NGS
 MP0709
 MP0709                          STATION DESCRIPTION
 MP0709
 MP0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 MP0709'IN ENCAMPMENT, AT THE PUBLIC SCHOOL, IN THE LAWN, FLUSH WITH THE
 MP0709'GROUND, AT THE NORTHEAST CORNER OF THE SIDEWALK AROUND THE GYM, 8
 MP0709'FEET (2.4 M) NORTHEAST FROM THE NORTHEAST CORNER OF A BLUE METAL
 MP0709'SIDING GYM, 52.5 FEET (16.0 M) NORTH FROM THE DOUBLE DOORS FROM A
 MP0709'BRICK BUILDING, 31 FEET (9.4 M) EAST FROM THE METAL STAIRS GOING TO
 MP0709'THE SECOND FLOOR OF THE GYM, AND 55 FEET (16.8 M) SOUTHWEST FROM THE
 MP0709'SOUTHWEST CORNER OF THE VOCATIONAL AG BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0133 ***********************************************************************
 MP0133  DESIGNATION -  T 75
 MP0133  PID         -  MP0133
 MP0133  STATE/COUNTY-  WY/CARBON
 MP0133  USGS QUAD   -  SARATOGA (1961)
 MP0133
 MP0133                         *CURRENT SURVEY CONTROL
 MP0133  ___________________________________________________________________
 MP0133* NAD 83(1986)-  41 25 36.     (N)    106 47 22.     (W)     SCALED    
 MP0133* NAVD 88     -      2081.956  (meters)    6830.55   (feet)  ADJUSTED  
 MP0133  ___________________________________________________________________
 MP0133  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 MP0133  DYNAMIC HT  -        2080.125 (meters)    6824.54  (feet)  COMP
 MP0133  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 MP0133
 MP0133  VERT ORDER  -  SECOND    CLASS 0
 MP0133
 MP0133.The horizontal coordinates were scaled from a topographic map and have
 MP0133.an estimated accuracy of +/- 6 seconds.
 MP0133
 MP0133.The orthometric height was determined by differential leveling
 MP0133.and adjusted by the National Geodetic Survey in June 1991..
 MP0133
 MP0133.The geoid height was determined by GEOID03.
 MP0133
 MP0133.The dynamic height is computed by dividing the NAVD 88
 MP0133.geopotential number by the normal gravity value computed on the
 MP0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0133.degrees latitude (g = 980.6199 gals.).
 MP0133
 MP0133.The modeled gravity was interpolated from observed gravity values.
 MP0133
 MP0133;                    North         East    Units  Estimated Accuracy
 MP0133;SPC WYEC     -   203,050.      445,460.      MT  (+/- 180 meters Scaled)
 MP0133
 MP0133                          SUPERSEDED SURVEY CONTROL
 MP0133
 MP0133  NGVD 29 (??/??/92) 2080.789  (m)         6826.72   (f) ADJ UNCH    2 0
 MP0133
 MP0133.Superseded values are not recommended for survey control.
 MP0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0133.See file dsdata.txt to determine how the superseded data were derived.
 MP0133
 MP0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF504876(NAD 83)
 MP0133_MARKER: DB = BENCH MARK DISK
 MP0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0133_STAMPING: T 75 1934
 MP0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0133+STABILITY: SURFACE MOTION
 MP0133
 MP0133  HISTORY     - Date     Condition        Report By
 MP0133  HISTORY     - 1934     MONUMENTED       CGS
 MP0133
 MP0133                          STATION DESCRIPTION
 MP0133
 MP0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0133'2.4 MI S FROM SARATOGA.
 MP0133'2.4 MILES SOUTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD FROM
 MP0133'SARATOGA, 0.5 MILE SOUTHEAST OF THE RAILROAD WATER TANK AT SPRING
 MP0133'CREEK, 69 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 18 FEET
 MP0133'NORTHWEST OF A FENCE CORNER, AND 2 FEET SOUTHWEST OF A FENCE.  A
 MP0133'STANDARD DISK, STAMPED T 75 1934 AND SET IN THE TOP OF A CONCRETE
 MP0133'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0119 ***********************************************************************
 OX0119  DESIGNATION -  T 77
 OX0119  PID         -  OX0119
 OX0119  STATE/COUNTY-  WY/LINCOLN
 OX0119  USGS QUAD   -  PINE CREEK (1996)
 OX0119
 OX0119                         *CURRENT SURVEY CONTROL
 OX0119  ___________________________________________________________________
 OX0119* NAD 83(1986)-  43 12 23.     (N)    110 50 36.     (W)     SCALED    
 OX0119* NAVD 88     -      1771.572  (meters)    5812.23   (feet)  ADJUSTED  
 OX0119  ___________________________________________________________________
 OX0119  GEOID HEIGHT-         -10.31  (meters)                     GEOID03
 OX0119  DYNAMIC HT  -        1770.364 (meters)    5808.27  (feet)  COMP
 OX0119  MODELED GRAV-     979,876.0   (mgal)                       NAVD 88
 OX0119
 OX0119  VERT ORDER  -  SECOND    CLASS 0
 OX0119
 OX0119.The horizontal coordinates were scaled from a topographic map and have
 OX0119.an estimated accuracy of +/- 6 seconds.
 OX0119
 OX0119.The orthometric height was determined by differential leveling
 OX0119.and adjusted by the National Geodetic Survey in June 1991..
 OX0119
 OX0119.The geoid height was determined by GEOID03.
 OX0119
 OX0119.The dynamic height is computed by dividing the NAVD 88
 OX0119.geopotential number by the normal gravity value computed on the
 OX0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0119.degrees latitude (g = 980.6199 gals.).
 OX0119
 OX0119.The modeled gravity was interpolated from observed gravity values.
 OX0119
 OX0119;                    North         East    Units  Estimated Accuracy
 OX0119;SPC WY W     -   400,860.      738,240.      MT  (+/- 180 meters Scaled)
 OX0119
 OX0119                          SUPERSEDED SURVEY CONTROL
 OX0119
 OX0119  NGVD 29 (??/??/92) 1770.30   (m)         5808.1    (f) COMPUTED    2 0
 OX0119
 OX0119.Superseded values are not recommended for survey control.
 OX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0119.See file dsdata.txt to determine how the superseded data were derived.
 OX0119
 OX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN127837(NAD 83)
 OX0119_MARKER: DB = BENCH MARK DISK
 OX0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0119_STAMPING: T 77 1948
 OX0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0119+STABILITY: SURFACE MOTION
 OX0119
 OX0119  HISTORY     - Date     Condition        Report By
 OX0119  HISTORY     - 1948     MONUMENTED       CGS
 OX0119  HISTORY     - 1963     POOR             USGS
 OX0119
 OX0119                          STATION DESCRIPTION
 OX0119
 OX0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0119'10.3 MI NE FROM ALPINE.
 OX0119'ABOUT 10.3 MILES NORTHEAST ALONG THE GRAND CANYON ROAD FROM THE POST
 OX0119'OFFICE AT ALPINE, ON THE OUTSIDE OF A CURVE, IN A DRAW, 39.0 FEET
 OX0119'NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHEAST OF A
 OX0119'WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 OX0119'ABOVE THE GROUND.
 OX0119
 OX0119                          STATION RECOVERY (1963)
 OX0119
 OX0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0119'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0120 ***********************************************************************
 OX0120  DESIGNATION -  T 77 RESET
 OX0120  PID         -  OX0120
 OX0120  STATE/COUNTY-  WY/LINCOLN
 OX0120  USGS QUAD   -  PINE CREEK (1996)
 OX0120
 OX0120                         *CURRENT SURVEY CONTROL
 OX0120  ___________________________________________________________________
 OX0120* NAD 83(1986)-  43 12 23.     (N)    110 50 36.     (W)     SCALED    
 OX0120* NAVD 88     -      1773.88   (meters)    5819.8    (feet)  RESET     
 OX0120  ___________________________________________________________________
 OX0120  GEOID HEIGHT-         -10.31  (meters)                     GEOID03
 OX0120
 OX0120  VERT ORDER  -  THIRD
 OX0120
 OX0120.The horizontal coordinates were scaled from a topographic map and have
 OX0120.an estimated accuracy of +/- 6 seconds.
 OX0120
 OX0120.The orthometric height was computed from unverified reset data.
 OX0120.No vertical observational check was made to the station.
 OX0120
 OX0120.The geoid height was determined by GEOID03.
 OX0120
 OX0120;                    North         East    Units  Estimated Accuracy
 OX0120;SPC WY W     -   400,860.      738,240.      MT  (+/- 180 meters Scaled)
 OX0120
 OX0120                          SUPERSEDED SURVEY CONTROL
 OX0120
 OX0120  NGVD 29 (??/??/??) 1772.61   (m)         5815.6    (f) RESET       3  
 OX0120
 OX0120.Superseded values are not recommended for survey control.
 OX0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0120.See file dsdata.txt to determine how the superseded data were derived.
 OX0120
 OX0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN127837(NAD 83)
 OX0120_MARKER: DD = SURVEY DISK
 OX0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0120_STAMPING: T 77 RESET 1960
 OX0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0120+STABILITY: SURFACE MOTION
 OX0120
 OX0120  HISTORY     - Date     Condition        Report By
 OX0120  HISTORY     - 1960     MONUMENTED       BPR
 OX0120
 OX0120                          STATION DESCRIPTION
 OX0120
 OX0120'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1960
 OX0120'10.3 MI NE FROM ALPINE.
 OX0120'THIS MARK IS LOCATED ABOUT 10.3 MILES NORTHEAST ALONG THE GRAND CANYON
 OX0120'ROAD FROM THE POST OFFICE AT ALPINE, 55 FEET NORTH OF A CONCRETE
 OX0120'HEADWALL IN THE LEFT DITCH OF THE HIGHWAY, 75 FEET NORTH OF THE
 OX0120'CENTERLINE OF THE NEW HIGHWAY, 16.5 FEET SOUTH OF A 6-INCH ASPEN AND
 OX0120'GUARDED BY A 4 X 4 IN. WOODEN POST PAINTED WHITE.  A STANDARD DISK,
 OX0120'STAMPED T 77 RESET 1960 SET IN THE TOP OF A CONCRETE POST PROJECTING
 OX0120'ABOUT 5 INCHES ABOVE GROUND.  NOTE-- THE MARK IS APPROXIMATELY 77 FEET
 OX0120'NORTH OF THE OLD BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0658 ***********************************************************************
 MO0658  DESIGNATION -  T 78
 MO0658  PID         -  MO0658
 MO0658  STATE/COUNTY-  WY/ALBANY
 MO0658  USGS QUAD   -  JOHNSON RANCH (1978)
 MO0658
 MO0658                         *CURRENT SURVEY CONTROL
 MO0658  ___________________________________________________________________
 MO0658* NAD 83(1986)-  41 06 18.     (N)    105 39 31.     (W)     SCALED    
 MO0658* NAVD 88     -      2303.222  (meters)    7556.49   (feet)  ADJUSTED  
 MO0658  ___________________________________________________________________
 MO0658  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 MO0658  DYNAMIC HT  -        2301.150 (meters)    7549.69  (feet)  COMP
 MO0658  MODELED GRAV-     979,640.0   (mgal)                       NAVD 88
 MO0658
 MO0658  VERT ORDER  -  SECOND    CLASS 0
 MO0658
 MO0658.The horizontal coordinates were scaled from a topographic map and have
 MO0658.an estimated accuracy of +/- 6 seconds.
 MO0658
 MO0658.The orthometric height was determined by differential leveling
 MO0658.and adjusted by the National Geodetic Survey in June 1991..
 MO0658
 MO0658.The geoid height was determined by GEOID03.
 MO0658
 MO0658.The dynamic height is computed by dividing the NAVD 88
 MO0658.geopotential number by the normal gravity value computed on the
 MO0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0658.degrees latitude (g = 980.6199 gals.).
 MO0658
 MO0658.The modeled gravity was interpolated from observed gravity values.
 MO0658
 MO0658;                    North         East    Units  Estimated Accuracy
 MO0658;SPC WY E     -    67,300.      158,680.      MT  (+/- 180 meters Scaled)
 MO0658
 MO0658                          SUPERSEDED SURVEY CONTROL
 MO0658
 MO0658  NGVD 29 (??/??/92) 2302.109  (m)         7552.84   (f) ADJ UNCH    2 0
 MO0658
 MO0658.Superseded values are not recommended for survey control.
 MO0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0658.See file dsdata.txt to determine how the superseded data were derived.
 MO0658
 MO0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF446506(NAD 83)
 MO0658_MARKER: DB = BENCH MARK DISK
 MO0658_SETTING: 66 = SET IN ROCK OUTCROP
 MO0658_SP_SET: SANDSTONE ROCK
 MO0658_STAMPING: T 78 1951
 MO0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0658+STABILITY: POSITION/ELEVATION WELL
 MO0658
 MO0658  HISTORY     - Date     Condition        Report By
 MO0658  HISTORY     - 1951     MONUMENTED       CGS
 MO0658
 MO0658                          STATION DESCRIPTION
 MO0658
 MO0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0658'9 MI W FROM TIE SIDING.
 MO0658'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0658'TIE SIDING, THENCE 8.0 MILES WEST ALONG A WINDING GRAVELED ROAD,
 MO0658'217 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4.5 FEET WEST
 MO0658'OF A SMALL ROCK CAIRN, FLUSH WITH THE GROUND, ON TOP OF A SMALL
 MO0658'ROCK RIDGE, SET IN THE TOP OF A SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0108 ***********************************************************************
 MP0108  DESIGNATION -  T 79
 MP0108  PID         -  MP0108
 MP0108  STATE/COUNTY-  WY/ALBANY
 MP0108  USGS QUAD   -  WOODS LANDING (1992)
 MP0108
 MP0108                         *CURRENT SURVEY CONTROL
 MP0108  ___________________________________________________________________
 MP0108* NAD 83(1986)-  41 05 50.     (N)    106 00 27.     (W)     SCALED    
 MP0108* NAVD 88     -      2361.342  (meters)    7747.17   (feet)  ADJUSTED  
 MP0108  ___________________________________________________________________
 MP0108  GEOID HEIGHT-         -10.91  (meters)                     GEOID03
 MP0108  DYNAMIC HT  -        2359.092 (meters)    7739.79  (feet)  COMP
 MP0108  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 MP0108
 MP0108  VERT ORDER  -  SECOND    CLASS 0
 MP0108
 MP0108.The horizontal coordinates were scaled from a topographic map and have
 MP0108.an estimated accuracy of +/- 6 seconds.
 MP0108
 MP0108.The orthometric height was determined by differential leveling
 MP0108.and adjusted by the National Geodetic Survey in June 1991..
 MP0108
 MP0108.The geoid height was determined by GEOID03.
 MP0108
 MP0108.The dynamic height is computed by dividing the NAVD 88
 MP0108.geopotential number by the normal gravity value computed on the
 MP0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0108.degrees latitude (g = 980.6199 gals.).
 MP0108
 MP0108.The modeled gravity was interpolated from observed gravity values.
 MP0108
 MP0108;                    North         East    Units  Estimated Accuracy
 MP0108;SPC WY E     -    66,660.      129,360.      MT  (+/- 180 meters Scaled)
 MP0108
 MP0108                          SUPERSEDED SURVEY CONTROL
 MP0108
 MP0108  NGVD 29 (??/??/92) 2360.103  (m)         7743.10   (f) ADJ UNCH    2 0
 MP0108
 MP0108.Superseded values are not recommended for survey control.
 MP0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0108.See file dsdata.txt to determine how the superseded data were derived.
 MP0108
 MP0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF153500(NAD 83)
 MP0108_MARKER: DB = BENCH MARK DISK
 MP0108_SETTING: 80 = SET IN A BOULDER
 MP0108_SP_SET: GRANITE BOULDER
 MP0108_STAMPING: T 79 1951
 MP0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0108+STABILITY: SURFACE MOTION
 MP0108
 MP0108  HISTORY     - Date     Condition        Report By
 MP0108  HISTORY     - 1951     MONUMENTED       CGS
 MP0108
 MP0108                          STATION DESCRIPTION
 MP0108
 MP0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MP0108'1.1 MI S FROM WOODS LANDING.
 MP0108'1.1 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 MP0108'BRIDGE AT WOODS LANDING, 100 FEET NORTHEAST OF THE CENTER LINE OF THE
 MP0108'ROAD, 400 FEET NORTHWEST OF A 36 INCH PIPE CULVERT, 40 FEET NORTHWEST
 MP0108'OF A CONCRETE HIGHWAY RIGHT OF WAY MARKER, 5 FEET SOUTHWEST OF A
 MP0108'WITNESS POST, 0.2 FOOT ABOVE THE GROUND, SET IN THE TOP OF A GRANITE
 MP0108'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0543 ***********************************************************************
 MO0543  DESIGNATION -  T 80
 MO0543  PID         -  MO0543
 MO0543  STATE/COUNTY-  WY/LARAMIE
 MO0543  USGS QUAD   -  GRANITE (1978)
 MO0543
 MO0543                         *CURRENT SURVEY CONTROL
 MO0543  ___________________________________________________________________
 MO0543* NAD 83(1986)-  41 05 24.     (N)    105 10 41.     (W)     SCALED    
 MO0543* NAVD 88     -      2215.756  (meters)    7269.53   (feet)  ADJUSTED  
 MO0543  ___________________________________________________________________
 MO0543  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 MO0543  DYNAMIC HT  -        2213.750 (meters)    7262.94  (feet)  COMP
 MO0543  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 MO0543
 MO0543  VERT ORDER  -  FIRST     CLASS II
 MO0543
 MO0543.The horizontal coordinates were scaled from a topographic map and have
 MO0543.an estimated accuracy of +/- 6 seconds.
 MO0543
 MO0543.The orthometric height was determined by differential leveling
 MO0543.and adjusted by the National Geodetic Survey in June 1991..
 MO0543
 MO0543.The geoid height was determined by GEOID03.
 MO0543
 MO0543.The dynamic height is computed by dividing the NAVD 88
 MO0543.geopotential number by the normal gravity value computed on the
 MO0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0543.degrees latitude (g = 980.6199 gals.).
 MO0543
 MO0543.The modeled gravity was interpolated from observed gravity values.
 MO0543
 MO0543;                    North         East    Units  Estimated Accuracy
 MO0543;SPC WY E     -    65,520.      199,040.      MT  (+/- 180 meters Scaled)
 MO0543
 MO0543                          SUPERSEDED SURVEY CONTROL
 MO0543
 MO0543  NGVD 29 (??/??/92) 2214.653  (m)         7265.91   (f) ADJ UNCH    1 2
 MO0543
 MO0543.Superseded values are not recommended for survey control.
 MO0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0543.See file dsdata.txt to determine how the superseded data were derived.
 MO0543
 MO0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF850487(NAD 83)
 MO0543_MARKER: DB = BENCH MARK DISK
 MO0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0543_STAMPING: T 80 1952
 MO0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0543+STABILITY: SURFACE MOTION
 MO0543
 MO0543  HISTORY     - Date     Condition        Report By
 MO0543  HISTORY     - 1952     MONUMENTED       CGS
 MO0543  HISTORY     - 1956     GOOD             NGS
 MO0543  HISTORY     - 1959     GOOD             NGS
 MO0543
 MO0543                          STATION DESCRIPTION
 MO0543
 MO0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0543'1.4 MI SW FROM GRANITE CANON.
 MO0543'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0543'AT GRANITE CANON, THENCE 0.75 MILE SOUTH ALONG A WINDING OILED
 MO0543'ROAD, ON THE SOUTHEAST SLOPE OF A HILL, 0.15 MILE NORTH OF A SMALL
 MO0543'WOODEN BRIDGE, 60 FEET SOUTH OF THE SOUTH END OF A GATE, 61.5
 MO0543'FEET NORTHWEST OF A POWER POLE, 30 FEET WEST OF THE CENTER LINE
 MO0543'OF AN OILED ROAD, 3.5 FEET SOUTH OF A WITNESS POST, 2.5 FEET EAST
 MO0543'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0543'0.5 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 13,
 MO0543'TOWNSHIP 13 NORTH, RANGE 70 WEST.
 MO0543
 MO0543                          STATION RECOVERY (1959)
 MO0543
 MO0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MO0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0182 ***********************************************************************
 PX0182  DESIGNATION -  T 84
 PX0182  PID         -  PX0182
 PX0182  STATE/COUNTY-  WY/PARK
 PX0182  USGS QUAD   -  CLARK (1987)
 PX0182
 PX0182                         *CURRENT SURVEY CONTROL
 PX0182  ___________________________________________________________________
 PX0182* NAD 83(1993)-  44 54 18.36282(N)    109 10 43.81591(W)     ADJUSTED  
 PX0182* NAVD 88     -      1305.951  (meters)    4284.61   (feet)  ADJUSTED  
 PX0182  ___________________________________________________________________
 PX0182  LAPLACE CORR-         -21.65  (seconds)                    DEFLEC99
 PX0182  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 PX0182  DYNAMIC HT  -        1305.380 (meters)    4282.73  (feet)  COMP
 PX0182  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 PX0182
 PX0182  HORZ ORDER  -  THIRD
 PX0182  VERT ORDER  -  SECOND    CLASS 0
 PX0182
 PX0182.The horizontal coordinates were established by classical geodetic methods
 PX0182.and adjusted by the National Geodetic Survey in January 1997..
 PX0182
 PX0182.The orthometric height was determined by differential leveling
 PX0182.and adjusted by the National Geodetic Survey in June 1991..
 PX0182
 PX0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0182
 PX0182.The geoid height was determined by GEOID03.
 PX0182
 PX0182.The dynamic height is computed by dividing the NAVD 88
 PX0182.geopotential number by the normal gravity value computed on the
 PX0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0182.degrees latitude (g = 980.6199 gals.).
 PX0182
 PX0182.The modeled gravity was interpolated from observed gravity values.
 PX0182
 PX0182;                    North         East     Units Scale Factor Converg.
 PX0182;SPC WYWC     -   489,408.281   566,133.847   MT  0.99995160   -0 18 09.8
 PX0182;UTM  12      - 4,974,021.667   643,772.301   MT  0.99985418   +1 17 09.0
 PX0182
 PX0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0182!SPC WYWC     -   0.99979713  x   0.99995160  =   0.99974874
 PX0182!UTM  12      -   0.99979713  x   0.99985418  =   0.99965134
 PX0182
 PX0182:                Primary Azimuth Mark                     Grid Az
 PX0182:SPC WYWC     -  LINE                                     333 08 56.7
 PX0182:UTM  12      -  LINE                                     331 33 37.9
 PX0182
 PX0182|---------------------------------------------------------------------|
 PX0182| PID    Reference Object                     Distance      Geod. Az  |
 PX0182|                                                           dddmmss.s |
 PX0182| PX0488 LINE                                APPROX.10.9 KM 3325046.9 |
 PX0182|---------------------------------------------------------------------|
 PX0182
 PX0182                          SUPERSEDED SURVEY CONTROL
 PX0182
 PX0182  NAD 83(1986)-  44 54 18.35296(N)    109 10 43.79048(W) AD(       ) 3
 PX0182  NGVD 29 (??/??/92) 1304.908  (m)         4281.19   (f) ADJ UNCH    2 0
 PX0182
 PX0182.Superseded values are not recommended for survey control.
 PX0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0182.See file dsdata.txt to determine how the superseded data were derived.
 PX0182
 PX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4377274022(NAD 83)
 PX0182_MARKER: DB = BENCH MARK DISK
 PX0182_SETTING: 66 = SET IN ROCK OUTCROP
 PX0182_SP_SET: GRANITE ROCK
 PX0182_STAMPING: T 84 1934
 PX0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0182+STABILITY: POSITION/ELEVATION WELL
 PX0182
 PX0182  HISTORY     - Date     Condition        Report By
 PX0182  HISTORY     - 1934     MONUMENTED       CGS
 PX0182  HISTORY     - 1947     GOOD             USGS
 PX0182  HISTORY     - 1983     GOOD             USGS
 PX0182
 PX0182                          STATION DESCRIPTION
 PX0182
 PX0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0182'31.9 MI NW FROM CODY.
 PX0182'31.9 MILES NORTHWEST ALONG THE DIRT ROAD LEADING TO CLARK FROM THE
 PX0182'POST OFFICE AT CODY, PARK COUNTY, ABOUT 0.3 MILE SOUTH OF A SCHOOL
 PX0182'BUILDING, 65 FEET WEST OF THE CENTER LINE OF THE ROAD, 21 FEET WEST OF
 PX0182'A NORTH-AND-SOUTH FENCE, IN THE TOP OF A LARGE GRANITE ROCK, AND ABOUT
 PX0182'1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED T 84 1934.
 PX0182
 PX0182                          STATION RECOVERY (1947)
 PX0182
 PX0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 PX0182'LOCATED ABOUT 31.9 MI. NW. OF CODY, WYOMING ALONG THE DIRT RD.
 PX0182'LEADING TO CLARK, WYOMING ABOUT 0.3 MI. S. OF THE CLARK SCHOOL, ABOUT
 PX0182'0.8 MI. S. OF THE LINDQUIST BROTHERS STORE AT CLARK, WYOMING  65 FT.
 PX0182'W. OF THE CENTERLINE OF THE RD., 21 FT. W. OF A FENCE ALONG W. SIDE
 PX0182'OF THE RD.,  A STANDARD DISK CEMENTED IN THE TOP OF A LARGE GRANITE
 PX0182'BOULDER.
 PX0182'
 PX0182'STATION MARK - A STANDARD NGS BENCHMARK TABLET STAMPED---T-84
 PX0182'1934--- CEMENTED IN THE TOP OF A LARGE GRANITE BOULDER.
 PX0182'
 PX0182'REFERENCE MARKS - NONE.
 PX0182
 PX0182                          STATION RECOVERY (1983)
 PX0182
 PX0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0182'CODY, 29 MILES FROM JCT. US HWY. 14 A AND STATE HWY. 120, ALONG STATE
 PX0182'HWY. 120, THENCE 3.7 MILES WEST ALONG STATE HWY. 292; ALONG EAST EDGE
 PX0182'OF SECTION QUARTER SECTION 21, T 57 N, R 102 W: 0.2 MILE SOUTH OF
 PX0182'CLARK SCHOOL; 193 FT SOUTH OF HWY. ALONG GRAVEL ROAD, ALONG GRAVEL
 PX0182'ROAD, 66 FT. WEST OF ROAD, 21 FT. WEST OF FENCE: CEMENTED IN TOP OF
 PX0182'GRANITE BOULDER: ABOUT 1 FT. HIGHER THAN ROAD, STANDARD TABLET
 PX0182'STAMPED "T 841934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0029 ***********************************************************************
 PX0029  DESIGNATION -  T 85
 PX0029  PID         -  PX0029
 PX0029  STATE/COUNTY-  WY/BIG HORN
 PX0029  USGS QUAD   -  EMBLEM SE (1966)
 PX0029
 PX0029                         *CURRENT SURVEY CONTROL
 PX0029  ___________________________________________________________________
 PX0029* NAD 83(1986)-  44 30 21.     (N)    108 22 17.     (W)     SCALED    
 PX0029* NAVD 88     -      1345.358  (meters)    4413.90   (feet)  ADJUSTED  
 PX0029  ___________________________________________________________________
 PX0029  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 PX0029  DYNAMIC HT  -        1344.741 (meters)    4411.87  (feet)  COMP
 PX0029  MODELED GRAV-     980,113.2   (mgal)                       NAVD 88
 PX0029
 PX0029  VERT ORDER  -  SECOND    CLASS 0
 PX0029
 PX0029.The horizontal coordinates were scaled from a topographic map and have
 PX0029.an estimated accuracy of +/- 6 seconds.
 PX0029
 PX0029.The orthometric height was determined by differential leveling
 PX0029.and adjusted by the National Geodetic Survey in June 1991..
 PX0029
 PX0029.The geoid height was determined by GEOID03.
 PX0029
 PX0029.The dynamic height is computed by dividing the NAVD 88
 PX0029.geopotential number by the normal gravity value computed on the
 PX0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0029.degrees latitude (g = 980.6199 gals.).
 PX0029
 PX0029.The modeled gravity was interpolated from observed gravity values.
 PX0029
 PX0029;                    North         East    Units  Estimated Accuracy
 PX0029;SPC WYEC     -   545,480.      317,460.      MT  (+/- 180 meters Scaled)
 PX0029
 PX0029                          SUPERSEDED SURVEY CONTROL
 PX0029
 PX0029  NGVD 29 (??/??/92) 1344.435  (m)         4410.87   (f) ADJ UNCH    2 0
 PX0029
 PX0029.Superseded values are not recommended for survey control.
 PX0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0029.See file dsdata.txt to determine how the superseded data were derived.
 PX0029
 PX0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ089314(NAD 83)
 PX0029_MARKER: DB = BENCH MARK DISK
 PX0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0029_STAMPING: T 85 1934
 PX0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0029+STABILITY: SURFACE MOTION
 PX0029
 PX0029  HISTORY     - Date     Condition        Report By
 PX0029  HISTORY     - 1934     MONUMENTED       CGS
 PX0029
 PX0029                          STATION DESCRIPTION
 PX0029
 PX0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0029'36.4 MI E FROM CODY.
 PX0029'IN BIG HORN COUNTY, ABOUT 36.4 MILES EAST ALONG U.S. HIGHWAY 20 FROM
 PX0029'THE POST OFFICE AT CODY, PARK COUNTY, ABOUT 16.7 MILES WEST OF
 PX0029'GREYBULL, BIG HORN COUNTY, ABOUT 1.0 MILE EAST OF WYOMING STANDARD
 PX0029'SCHOOL, 48.9 FEET NORTHWEST OF THE CENTER OF A NORTH-AND-SOUTH ROAD
 PX0029'INTERSECTION, ABOUT 150.0 FEET EAST OF THE NORTHEAST CORNER OF A
 PX0029'CHURCH, 31.2 FEET WEST OF THE CENTER LINE OF THE ROAD, 36.0 FEET NORTH
 PX0029'OF THE CENTER LINE OF THE HIGHWAY, AND 3.0 FEET NORTHWEST OF A FENCE
 PX0029'CORNER.  A STANDARD DISK, STAMPED T 85 1934 AND SET IN THE TOP OF A
 PX0029'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0370 ***********************************************************************
 MO0370  DESIGNATION -  T 87
 MO0370  PID         -  MO0370
 MO0370  STATE/COUNTY-  WY/PLATTE
 MO0370  USGS QUAD   -  SQUAW ROCK (1981)
 MO0370
 MO0370                         *CURRENT SURVEY CONTROL
 MO0370  ___________________________________________________________________
 MO0370* NAD 83(1986)-  41 54 12.     (N)    105 08 42.     (W)     SCALED    
 MO0370* NAVD 88     -      1568.058  (meters)    5144.54   (feet)  ADJUSTED  
 MO0370  ___________________________________________________________________
 MO0370  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 MO0370  DYNAMIC HT  -        1566.996 (meters)    5141.05  (feet)  COMP
 MO0370  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 MO0370
 MO0370  VERT ORDER  -  SECOND    CLASS 0
 MO0370
 MO0370.The horizontal coordinates were scaled from a topographic map and have
 MO0370.an estimated accuracy of +/- 6 seconds.
 MO0370
 MO0370.The orthometric height was determined by differential leveling
 MO0370.and adjusted by the National Geodetic Survey in June 1991..
 MO0370
 MO0370.The geoid height was determined by GEOID03.
 MO0370
 MO0370.The dynamic height is computed by dividing the NAVD 88
 MO0370.geopotential number by the normal gravity value computed on the
 MO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0370.degrees latitude (g = 980.6199 gals.).
 MO0370
 MO0370.The modeled gravity was interpolated from observed gravity values.
 MO0370
 MO0370;                    North         East    Units  Estimated Accuracy
 MO0370;SPC WY E     -   155,840.      201,800.      MT  (+/- 180 meters Scaled)
 MO0370
 MO0370                          SUPERSEDED SURVEY CONTROL
 MO0370
 MO0370  NGVD 29 (??/??/92) 1567.248  (m)         5141.88   (f) ADJ UNCH    2 0
 MO0370
 MO0370.Superseded values are not recommended for survey control.
 MO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0370.See file dsdata.txt to determine how the superseded data were derived.
 MO0370
 MO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG879390(NAD 83)
 MO0370_MARKER: DB = BENCH MARK DISK
 MO0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0370_STAMPING: T 87 1934
 MO0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0370+STABILITY: SURFACE MOTION
 MO0370
 MO0370  HISTORY     - Date     Condition        Report By
 MO0370  HISTORY     - 1934     MONUMENTED       CGS
 MO0370  HISTORY     - 1966     GOOD             NGS
 MO0370
 MO0370                          STATION DESCRIPTION
 MO0370
 MO0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MO0370'18.2 MI SW FROM WHEATLAND.
 MO0370'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0370'WHEATLAND, THENCE 11.55 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0370'35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 52 FEET NORTHWEST
 MO0370'OF A T JUNCTION FENCE CORNER, 97 FEET WEST-NORTHWEST OF THE
 MO0370'FIRST TELEPHONE POLE EAST OF A POLE WITH A GUY WIRE, 40.5 FEET
 MO0370'NORTH OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT 5 FEET
 MO0370'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MO0370'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AH7391 ***********************************************************************
 AH7391  DESIGNATION -  T 87 RESET
 AH7391  PID         -  AH7391
 AH7391  STATE/COUNTY-  WY/PLATTE
 AH7391  USGS QUAD   -  SQUAW ROCK (1981)
 AH7391
 AH7391                         *CURRENT SURVEY CONTROL
 AH7391  ___________________________________________________________________
 AH7391* NAD 83(1986)-  41 54 12.     (N)    105 08 42.     (W)     SCALED    
 AH7391* NAVD 88     -      1567.18   (meters)    5141.7    (feet)  RESET     
 AH7391  ___________________________________________________________________
 AH7391  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 AH7391
 AH7391  VERT ORDER  -  THIRD
 AH7391
 AH7391.The horizontal coordinates were scaled from a topographic map and have
 AH7391.an estimated accuracy of +/- 6 seconds.
 AH7391
 AH7391.The orthometric height was computed from unverified reset data.
 AH7391
 AH7391.The geoid height was determined by GEOID03.
 AH7391
 AH7391;                    North         East    Units  Estimated Accuracy
 AH7391;SPC WY E     -   155,840.      201,800.      MT  (+/- 180 meters Scaled)
 AH7391
 AH7391                          SUPERSEDED SURVEY CONTROL
 AH7391
 AH7391.No superseded survey control is available for this station.
 AH7391
 AH7391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG879390(NAD 83)
 AH7391_MARKER: DV = VERTICAL CONTROL DISK
 AH7391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7391_STAMPING: T 87 RESET 1995
 AH7391_MARK LOGO: NGS   
 AH7391_PROJECTION: FLUSH
 AH7391_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7391+STABILITY: SURFACE MOTION
 AH7391
 AH7391  HISTORY     - Date     Condition        Report By
 AH7391  HISTORY     - 1995     MONUMENTED       WYDT
 AH7391
 AH7391                          STATION DESCRIPTION
 AH7391
 AH7391'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1995 (SS)
 AH7391'5.94 MILES (9.56 KM) SOUTH ALONG INTERSTATE 25 FROM THE SOUTH
 AH7391'WHEATLAND EXIT AT MILE POST 78.93, THENCE 11.70 MILES (18.83 KM)
 AH7391'SOUTHWEST ALONG STATE HIGHWAY 34, 74 FEET (22.6 M) SOUTHEAST FROM
 AH7391'CENTERLINE OF HIGHWAY 34, 46 FEET (14.0 M) SOUTHWEST OF A T-JUNCTION
 AH7391'FENCE CORNER, 1.8 FEET (0.5 M) SOUTHEAST OF A WITNESS POST, .5 FOOT
 AH7391'(15.2 CM) NORTHWEST OF A FENCE, ABOUT 7.5 FEET (2.3 M) BELOW HIGHWAY
 AH7391'34, SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FEET (6.1 CM) ABOVE
 AH7391'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0027 ***********************************************************************
 MO0027  DESIGNATION -  T 88
 MO0027  PID         -  MO0027
 MO0027  STATE/COUNTY-  WY/GOSHEN
 MO0027  USGS QUAD   -  LA GRANGE (1990)
 MO0027
 MO0027                         *CURRENT SURVEY CONTROL
 MO0027  ___________________________________________________________________
 MO0027* NAD 83(1986)-  41 38 13.     (N)    104 11 55.     (W)     SCALED    
 MO0027* NAVD 88     -      1389.929  (meters)    4560.13   (feet)  ADJUSTED  
 MO0027  ___________________________________________________________________
 MO0027  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 MO0027  DYNAMIC HT  -        1388.942 (meters)    4556.89  (feet)  COMP
 MO0027  MODELED GRAV-     979,864.5   (mgal)                       NAVD 88
 MO0027
 MO0027  VERT ORDER  -  SECOND    CLASS 0
 MO0027
 MO0027.The horizontal coordinates were scaled from a topographic map and have
 MO0027.an estimated accuracy of +/- 6 seconds.
 MO0027
 MO0027.The orthometric height was determined by differential leveling
 MO0027.and adjusted by the National Geodetic Survey in June 1991..
 MO0027
 MO0027.The geoid height was determined by GEOID03.
 MO0027
 MO0027.The dynamic height is computed by dividing the NAVD 88
 MO0027.geopotential number by the normal gravity value computed on the
 MO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0027.degrees latitude (g = 980.6199 gals.).
 MO0027
 MO0027.The modeled gravity was interpolated from observed gravity values.
 MO0027
 MO0027;                    North         East    Units  Estimated Accuracy
 MO0027;SPC WY E     -   126,710.      280,650.      MT  (+/- 180 meters Scaled)
 MO0027
 MO0027                          SUPERSEDED SURVEY CONTROL
 MO0027
 MO0027  NGVD 29 (??/??/92) 1389.126  (m)         4557.49   (f) ADJ UNCH    2 0
 MO0027
 MO0027.Superseded values are not recommended for survey control.
 MO0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0027.See file dsdata.txt to determine how the superseded data were derived.
 MO0027
 MO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG667097(NAD 83)
 MO0027_MARKER: DB = BENCH MARK DISK
 MO0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0027_STAMPING: T 88 1934
 MO0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0027+STABILITY: SURFACE MOTION
 MO0027
 MO0027  HISTORY     - Date     Condition        Report By
 MO0027  HISTORY     - 1934     MONUMENTED       CGS
 MO0027  HISTORY     - 1941     GOOD             NGS
 MO0027
 MO0027                          STATION DESCRIPTION
 MO0027
 MO0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0027'1.7 MI W FROM LAGRANGE.
 MO0027'1.7 MILES WEST ALONG THE OILED COUNTY ROAD LEADING TO U.S. HIGHWAY
 MO0027'85 FROM THE POST OFFICE AT LAGRANGE, 39.3 FEET WEST OF THE
 MO0027'CENTERLINE OF A SIDE ROAD LEADING TO A FIELD, 50.7 FEET NORTH
 MO0027'OF THE CENTERLINE OF THE MAIN ROAD, 1.6 FEET SOUTH OF THE
 MO0027'RIGHT-OF-WAY FENCE, AND 1.8 FEET LOWER THAN THE ROAD.  A STANDARD
 MO0027'DISK, STAMPED T 88 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0140 ***********************************************************************
 PY0140  DESIGNATION -  T 9
 PY0140  PID         -  PY0140
 PY0140  STATE/COUNTY-  WY/PARK
 PY0140  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0140
 PY0140                         *CURRENT SURVEY CONTROL
 PY0140  ___________________________________________________________________
 PY0140* NAD 83(1986)-  44 42 46.     (N)    110 38 48.     (W)     SCALED    
 PY0140* NAVD 88     -      2365.850  (meters)    7761.96   (feet)  ADJUSTED  
 PY0140  ___________________________________________________________________
 PY0140  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0140  DYNAMIC HT  -        2364.382 (meters)    7757.14  (feet)  COMP
 PY0140  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 PY0140
 PY0140  VERT ORDER  -  FIRST     CLASS II
 PY0140
 PY0140.The horizontal coordinates were scaled from a topographic map and have
 PY0140.an estimated accuracy of +/- 6 seconds.
 PY0140
 PY0140.The orthometric height was determined by differential leveling
 PY0140.and adjusted by the National Geodetic Survey in June 1991..
 PY0140
 PY0140.The geoid height was determined by GEOID03.
 PY0140
 PY0140.The dynamic height is computed by dividing the NAVD 88
 PY0140.geopotential number by the normal gravity value computed on the
 PY0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0140.degrees latitude (g = 980.6199 gals.).
 PY0140
 PY0140.The modeled gravity was interpolated from observed gravity values.
 PY0140
 PY0140;                    North         East    Units  Estimated Accuracy
 PY0140;SPC WYWC     -   469,700.      449,720.      MT  (+/- 180 meters Scaled)
 PY0140
 PY0140                          SUPERSEDED SURVEY CONTROL
 PY0140
 PY0140  NGVD 29 (08/20/92) 2364.517  (m)         7757.59   (f) ADJUSTED    1 2
 PY0140
 PY0140.Superseded values are not recommended for survey control.
 PY0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0140.See file dsdata.txt to determine how the superseded data were derived.
 PY0140
 PY0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ279511(NAD 83)
 PY0140_MARKER: DB = BENCH MARK DISK
 PY0140_SETTING: 66 = SET IN ROCK OUTCROP
 PY0140_SP_SET: BEDROCK
 PY0140_STAMPING: T 9 1923 7757.576
 PY0140_MARK LOGO: CGS   
 PY0140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0140+STABILITY: POSITION/ELEVATION WELL
 PY0140
 PY0140  HISTORY     - Date     Condition        Report By
 PY0140  HISTORY     - 1923     MONUMENTED       CGS
 PY0140  HISTORY     - 1934     GOOD             NGS
 PY0140  HISTORY     - 1987     GOOD             NGS
 PY0140
 PY0140                          STATION DESCRIPTION
 PY0140
 PY0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0140'2.9 MI E FROM NORRIS JUNCTION.
 PY0140'2.9 MILES EAST ALONG THE NORRIS JUNCTION-CANYON JUNCTION ROAD FROM
 PY0140'NORRIS JUNCTION, YELLOWSTONE NATIONAL PARK, 1/8 MILE WEST OF THE THIRD
 PY0140'MILEPOST FROM NORRIS JUNCTION, 153 FEET EAST OF VIRGINIA CASCADES,
 PY0140'NORTH OF THE ROAD, 2 FEET HIGHER THAN THE ROAD, AND IN A ROCK. A
 PY0140'STANDARD DISK, STAMPED 7757.576 T 9 1923.
 PY0140
 PY0140                          STATION RECOVERY (1987)
 PY0140
 PY0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0231 ***********************************************************************
 MO0231  DESIGNATION -  T 91
 MO0231  PID         -  MO0231
 MO0231  STATE/COUNTY-  WY/LARAMIE
 MO0231  USGS QUAD   -  P O RANCH (1978)
 MO0231
 MO0231                         *CURRENT SURVEY CONTROL
 MO0231  ___________________________________________________________________
 MO0231* NAD 83(1986)-  41 16 10.     (N)    104 49 41.     (W)     SCALED    
 MO0231* NAVD 88     -      1886.578  (meters)    6189.55   (feet)  ADJUSTED  
 MO0231  ___________________________________________________________________
 MO0231  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 MO0231  DYNAMIC HT  -        1884.950 (meters)    6184.21  (feet)  COMP
 MO0231  MODELED GRAV-     979,694.0   (mgal)                       NAVD 88
 MO0231
 MO0231  VERT ORDER  -  SECOND    CLASS 0
 MO0231
 MO0231.The horizontal coordinates were scaled from a topographic map and have
 MO0231.an estimated accuracy of +/- 6 seconds.
 MO0231
 MO0231.The orthometric height was determined by differential leveling
 MO0231.and adjusted by the National Geodetic Survey in June 1991..
 MO0231
 MO0231.The geoid height was determined by GEOID03.
 MO0231
 MO0231.The dynamic height is computed by dividing the NAVD 88
 MO0231.geopotential number by the normal gravity value computed on the
 MO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0231.degrees latitude (g = 980.6199 gals.).
 MO0231
 MO0231.The modeled gravity was interpolated from observed gravity values.
 MO0231
 MO0231;                    North         East    Units  Estimated Accuracy
 MO0231;SPC WY E     -    85,500.      228,370.      MT  (+/- 180 meters Scaled)
 MO0231
 MO0231                          SUPERSEDED SURVEY CONTROL
 MO0231
 MO0231  NGVD 29 (??/??/92) 1885.570  (m)         6186.24   (f) ADJ UNCH    2 0
 MO0231
 MO0231.Superseded values are not recommended for survey control.
 MO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0231.See file dsdata.txt to determine how the superseded data were derived.
 MO0231
 MO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF144686(NAD 83)
 MO0231_MARKER: DB = BENCH MARK DISK
 MO0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0231_STAMPING: T 91 1934
 MO0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0231+STABILITY: SURFACE MOTION
 MO0231
 MO0231  HISTORY     - Date     Condition        Report By
 MO0231  HISTORY     - 1934     MONUMENTED       CGS
 MO0231  HISTORY     - 1936     GOOD             NGS
 MO0231  HISTORY     - 1990     GOOD             USPSQD
 MO0231
 MO0231                          STATION DESCRIPTION
 MO0231
 MO0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MO0231'9.3 MI N FROM CHEYENNE.
 MO0231'9.3 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE
 MO0231'AT CHEYENNE, LARAMIE COUNTY, 2 MILES NORTH OF THE JUNCTION OF
 MO0231'U.S. HIGHWAY 85, 255 FEET NORTH OF THE NORTH END OF THE HEADWALL
 MO0231'AT THE WEST END OF AN 18-INCH CORRUGATED PIPE CULVERT, 44 FEET
 MO0231'WEST OF THE CENTERLINE OF THE MAIN HIGHWAY, 17 FEET EAST OF A
 MO0231'FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 MO0231'T 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0231
 MO0231                          STATION RECOVERY (1990)
 MO0231
 MO0231'RECOVERY NOTE BY US POWER SQUADRON 1990 (MI)
 MO0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0059 ***********************************************************************
 NQ0059  DESIGNATION -  T 95
 NQ0059  PID         -  NQ0059
 NQ0059  STATE/COUNTY-  WY/GOSHEN
 NQ0059  USGS QUAD   -  RAWHIDE BUTTES EAST (1974)
 NQ0059
 NQ0059                         *CURRENT SURVEY CONTROL
 NQ0059  ___________________________________________________________________
 NQ0059* NAD 83(1986)-  42 35 20.     (N)    104 24 04.     (W)     SCALED    
 NQ0059* NAVD 88     -      1505.438  (meters)    4939.09   (feet)  ADJUSTED  
 NQ0059  ___________________________________________________________________
 NQ0059  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 NQ0059  DYNAMIC HT  -        1504.559 (meters)    4936.21  (feet)  COMP
 NQ0059  MODELED GRAV-     979,983.5   (mgal)                       NAVD 88
 NQ0059
 NQ0059  VERT ORDER  -  SECOND    CLASS 0
 NQ0059
 NQ0059.The horizontal coordinates were scaled from a topographic map and have
 NQ0059.an estimated accuracy of +/- 6 seconds.
 NQ0059
 NQ0059.The orthometric height was determined by differential leveling
 NQ0059.and adjusted by the National Geodetic Survey in June 1991..
 NQ0059
 NQ0059.The geoid height was determined by GEOID03.
 NQ0059
 NQ0059.The dynamic height is computed by dividing the NAVD 88
 NQ0059.geopotential number by the normal gravity value computed on the
 NQ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0059.degrees latitude (g = 980.6199 gals.).
 NQ0059
 NQ0059.The modeled gravity was interpolated from observed gravity values.
 NQ0059
 NQ0059;                    North         East    Units  Estimated Accuracy
 NQ0059;SPC WY E     -   232,270.      262,840.      MT  (+/- 180 meters Scaled)
 NQ0059
 NQ0059                          SUPERSEDED SURVEY CONTROL
 NQ0059
 NQ0059  NGVD 29 (??/??/92) 1504.718  (m)         4936.73   (f) ADJ UNCH    2 0
 NQ0059
 NQ0059.Superseded values are not recommended for survey control.
 NQ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0059.See file dsdata.txt to determine how the superseded data were derived.
 NQ0059
 NQ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH491153(NAD 83)
 NQ0059_MARKER: DB = BENCH MARK DISK
 NQ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0059_STAMPING: T 95 1934
 NQ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0059+STABILITY: SURFACE MOTION
 NQ0059
 NQ0059  HISTORY     - Date     Condition        Report By
 NQ0059  HISTORY     - 1934     MONUMENTED       CGS
 NQ0059  HISTORY     - 1974     GOOD             USGS
 NQ0059
 NQ0059                          STATION DESCRIPTION
 NQ0059
 NQ0059'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0059'9.4 MI N FROM JAY EM.
 NQ0059'9.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM JAY EM, GOSHEN COUNTY,
 NQ0059'WYO.  APPROX. 12.6 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM LUSK,
 NQ0059'NIOBRARA, CO.  0.9 MILE NORTHWEST OF THE CREST OF A LONG HILL AND
 NQ0059'THE PASS BETWEEN TWO CHALK BUTTES ABOUT 1/2 MILE APART.  AT THE
 NQ0059'JUNCTION OF A ROAD TO THE NORTH.  33 FEET SE AND 37 1/2 FEET NW
 NQ0059'OF THE CENTERLINE OF THE JUNCTION.  1.5 FEET SW OF THE ROW FENCE
 NQ0059'AND 1.0 FOOT SW OF STEEL POST AND WITNESS SIGN.  A STANDARD DISK,
 NQ0059'STAMPED T 95 1935 AND SET IN THE TOP OF A CONCRETE POST, APPROX.
 NQ0059'0.2 FT. BELOW BLOW DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0001 ***********************************************************************
 MO0001  DESIGNATION -  T 96
 MO0001  PID         -  MO0001
 MO0001  STATE/COUNTY-  WY/LARAMIE
 MO0001  USGS QUAD   -  TREMAIN (1990)
 MO0001
 MO0001                         *CURRENT SURVEY CONTROL
 MO0001  ___________________________________________________________________
 MO0001* NAD 83(1986)-  41 30 06.     (N)    104 06 01.     (W)     SCALED    
 MO0001* NAVD 88     -      1552.282  (meters)    5092.78   (feet)  ADJUSTED  
 MO0001  ___________________________________________________________________
 MO0001  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 MO0001  DYNAMIC HT  -        1551.091 (meters)    5088.87  (feet)  COMP
 MO0001  MODELED GRAV-     979,801.5   (mgal)                       NAVD 88
 MO0001
 MO0001  VERT ORDER  -  SECOND    CLASS 0
 MO0001
 MO0001.The horizontal coordinates were scaled from a topographic map and have
 MO0001.an estimated accuracy of +/- 6 seconds.
 MO0001
 MO0001.The orthometric height was determined by differential leveling
 MO0001.and adjusted by the National Geodetic Survey in June 1991..
 MO0001
 MO0001.The geoid height was determined by GEOID03.
 MO0001
 MO0001.The dynamic height is computed by dividing the NAVD 88
 MO0001.geopotential number by the normal gravity value computed on the
 MO0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0001.degrees latitude (g = 980.6199 gals.).
 MO0001
 MO0001.The modeled gravity was interpolated from observed gravity values.
 MO0001
 MO0001;                    North         East    Units  Estimated Accuracy
 MO0001;SPC WY E     -   111,780.      289,030.      MT  (+/- 180 meters Scaled)
 MO0001
 MO0001                          SUPERSEDED SURVEY CONTROL
 MO0001
 MO0001  NGVD 29 (??/??/92) 1551.416  (m)         5089.94   (f) ADJ UNCH    2 0
 MO0001
 MO0001.Superseded values are not recommended for survey control.
 MO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0001.See file dsdata.txt to determine how the superseded data were derived.
 MO0001
 MO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF750948(NAD 83)
 MO0001_MARKER: DB = BENCH MARK DISK
 MO0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0001_STAMPING: T 96 1934
 MO0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0001+STABILITY: SURFACE MOTION
 MO0001
 MO0001  HISTORY     - Date     Condition        Report By
 MO0001  HISTORY     - 1934     MONUMENTED       CGS
 MO0001
 MO0001                          STATION DESCRIPTION
 MO0001
 MO0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0001'7.4 MI N FROM ALBIN.
 MO0001'7.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0001'AT ALBIN, 11.5 RAILS NORTH OF THE STATION SIGNBOARD AT IRWIN,
 MO0001'AT MILEAGE 29.20, IN A HOLLOW BETWEEN TWO SMALL HILLS, 66.7
 MO0001'FEET WEST OF THE WEST RAIL, 6 FEET EAST OF THE RIGHT-OF-WAY
 MO0001'FENCE, AND 2.0 FEET LOWER THAN THE RAIL.  A STANDARD DISK,
 MO0001'STAMPED T 96 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0274 ***********************************************************************
 NQ0274  DESIGNATION -  T 99
 NQ0274  PID         -  NQ0274
 NQ0274  STATE/COUNTY-  WY/PLATTE
 NQ0274  USGS QUAD   -  GLENDO (1978)
 NQ0274
 NQ0274                         *CURRENT SURVEY CONTROL
 NQ0274  ___________________________________________________________________
 NQ0274* NAD 83(1986)-  42 34 57.     (N)    105 04 18.     (W)     SCALED    
 NQ0274* NAVD 88     -      1428.055  (meters)    4685.21   (feet)  ADJUSTED  
 NQ0274  ___________________________________________________________________
 NQ0274  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 NQ0274  DYNAMIC HT  -        1427.200 (meters)    4682.41  (feet)  COMP
 NQ0274  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 NQ0274
 NQ0274  VERT ORDER  -  FIRST     CLASS II
 NQ0274
 NQ0274.The horizontal coordinates were scaled from a topographic map and have
 NQ0274.an estimated accuracy of +/- 6 seconds.
 NQ0274
 NQ0274.The orthometric height was determined by differential leveling
 NQ0274.and adjusted by the National Geodetic Survey in June 1991..
 NQ0274
 NQ0274.The geoid height was determined by GEOID03.
 NQ0274
 NQ0274.The dynamic height is computed by dividing the NAVD 88
 NQ0274.geopotential number by the normal gravity value computed on the
 NQ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0274.degrees latitude (g = 980.6199 gals.).
 NQ0274
 NQ0274.The modeled gravity was interpolated from observed gravity values.
 NQ0274
 NQ0274;                    North         East    Units  Estimated Accuracy
 NQ0274;SPC WY E     -   231,280.      207,800.      MT  (+/- 180 meters Scaled)
 NQ0274
 NQ0274                          SUPERSEDED SURVEY CONTROL
 NQ0274
 NQ0274  NGVD 29 (??/??/92) 1427.263  (m)         4682.61   (f) ADJ UNCH    1 2
 NQ0274
 NQ0274.Superseded values are not recommended for survey control.
 NQ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0274.See file dsdata.txt to determine how the superseded data were derived.
 NQ0274
 NQ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH941144(NAD 83)
 NQ0274_MARKER: DB = BENCH MARK DISK
 NQ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0274_STAMPING: T 99 1934
 NQ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0274+STABILITY: SURFACE MOTION
 NQ0274
 NQ0274  HISTORY     - Date     Condition        Report By
 NQ0274  HISTORY     - 1934     MONUMENTED       CGS
 NQ0274  HISTORY     - 1956     GOOD             NGS
 NQ0274  HISTORY     - 20000607 MARK NOT FOUND   USGS
 NQ0274
 NQ0274                          STATION DESCRIPTION
 NQ0274
 NQ0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0274'6.5 MI NW FROM GLENDO.
 NQ0274'6.5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0274'RAILROAD FROM THE STATION AT GLENDO, AT A PRIVATE ROAD CROSSING,
 NQ0274'9 1/2 RAILS NORTH OF MILEPOST 126, 100 FEET EAST OF THE EAST
 NQ0274'RAIL, 24 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 2.2
 NQ0274'FEET EAST OF A FENCE, 1 FOOT NORTH OF A WITNESS POST, 4 FEET
 NQ0274'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 NQ0274'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN SECTION 12, TOWNSHIP
 NQ0274'30 NORTH, RANGE 69 WEST.
 NQ0274
 NQ0274                          STATION RECOVERY (2000)
 NQ0274
 NQ0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0274'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0464 ***********************************************************************
 PW0464  DESIGNATION -  T P BLUFF
 PW0464  PID         -  PW0464
 PW0464  STATE/COUNTY-  WY/JOHNSON
 PW0464  USGS QUAD   -  STONE MOUNTAIN (1993)
 PW0464
 PW0464                         *CURRENT SURVEY CONTROL
 PW0464  ___________________________________________________________________
 PW0464* NAD 83(1993)-  44 24 52.10456(N)    106 54 44.08902(W)     ADJUSTED  
 PW0464* NAVD 88     -      2302.5    (meters)    7554.     (feet)  VERTCON   
 PW0464  ___________________________________________________________________
 PW0464  LAPLACE CORR-         -33.82  (seconds)                    DEFLEC99
 PW0464  GEOID HEIGHT-         -10.61  (meters)                     GEOID03
 PW0464
 PW0464  HORZ ORDER  -  THIRD
 PW0464
 PW0464.The horizontal coordinates were established by classical geodetic methods
 PW0464.and adjusted by the National Geodetic Survey in January 1997..
 PW0464
 PW0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0464
 PW0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0464
 PW0464.The geoid height was determined by GEOID03.
 PW0464
 PW0464;                    North         East     Units Scale Factor Converg.
 PW0464;SPC WYEC     -   534,887.442   433,535.645   MT  0.99995133   +0 17 40.9
 PW0464;UTM  13      - 4,919,687.491   347,757.984   MT  0.99988504   -1 20 18.7
 PW0464
 PW0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0464!SPC WYEC     -   0.99964077  x   0.99995133  =   0.99959212
 PW0464!UTM  13      -   0.99964077  x   0.99988504  =   0.99952585
 PW0464
 PW0464:                Primary Azimuth Mark                     Grid Az
 PW0464:SPC WYEC     -  SHELL                                    044 38 19.2
 PW0464:UTM  13      -  SHELL                                    046 16 18.8
 PW0464
 PW0464|---------------------------------------------------------------------|
 PW0464| PID    Reference Object                     Distance      Geod. Az  |
 PW0464|                                                           dddmmss.s |
 PW0464| PW0463 SHELL                               APPROX. 9.9 KM 0445600.1 |
 PW0464|---------------------------------------------------------------------|
 PW0464
 PW0464                          SUPERSEDED SURVEY CONTROL
 PW0464
 PW0464  NAD 83(1986)-  44 24 52.08672(N)    106 54 44.07014(W) AD(       ) 3
 PW0464  NAD 27      -  44 24 52.19618(N)    106 54 41.86952(W) AD(       ) 3
 PW0464  NGVD 29 (07/19/86) 2301.6    (m)         7551.     (f) VERT ANG       
 PW0464
 PW0464.Superseded values are not recommended for survey control.
 PW0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0464.See file dsdata.txt to determine how the superseded data were derived.
 PW0464
 PW0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK4775819687(NAD 83)
 PW0464_MARKER: W = UNMONUMENTED
 PW0464_SETTING: 0 = UNSPECIFIED SETTING
 PW0464
 PW0464  HISTORY     - Date     Condition        Report By
 PW0464  HISTORY     - 1966     MONUMENTED       USGS
 PW0464
 PW0464                          STATION DESCRIPTION
 PW0464
 PW0464'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 PW0464'STATION MARK NEVER ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0646 ***********************************************************************
 MP0646  DESIGNATION -  T12N R87W TR 50 52 AP 3 8
 MP0646  PID         -  MP0646
 MP0646  STATE/COUNTY-  WY/CARBON
 MP0646  USGS QUAD   -  COTTONWOOD RIM (1983)
 MP0646
 MP0646                         *CURRENT SURVEY CONTROL
 MP0646  ___________________________________________________________________
 MP0646* NAD 83(1993)-  41 00 10.62185(N)    107 09 17.92857(W)     ADJUSTED  
 MP0646* NAVD 88     -      2152.8    (meters)    7063.     (feet)  VERTCON   
 MP0646  ___________________________________________________________________
 MP0646  LAPLACE CORR-          10.48  (seconds)                    DEFLEC99
 MP0646  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 MP0646
 MP0646  HORZ ORDER  -  THIRD
 MP0646
 MP0646.The horizontal coordinates were established by classical geodetic methods
 MP0646.and adjusted by the National Geodetic Survey in January 1997..
 MP0646
 MP0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0646
 MP0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0646
 MP0646.The geoid height was determined by GEOID03.
 MP0646
 MP0646;                    North         East     Units Scale Factor Converg.
 MP0646;SPC WYEC     -   155,864.037   415,004.174   MT  0.99994027   +0 07 01.3
 MP0646;SPC CO N     -   491,489.408   775,168.069   MT  1.00004302   -1 04 09.6
 MP0646;SPC CO N     - 1,612,494.83  2,543,197.24   sFT  1.00004302   -1 04 09.6
 MP0646;UTM  13      - 4,541,321.318   318,764.924   MT  1.00000428   -1 24 51.3
 MP0646
 MP0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0646!SPC WYEC     -   0.99966432  x   0.99994027  =   0.99960461
 MP0646!SPC CO N     -   0.99966432  x   1.00004302  =   0.99970733
 MP0646!UTM  13      -   0.99966432  x   1.00000428  =   0.99966860
 MP0646
 MP0646|---------------------------------------------------------------------|
 MP0646| PID    Reference Object                     Distance      Geod. Az  |
 MP0646|                                                           dddmmss.s |
 MP0646| MP0645 BOUNDARY MON 41 NL CO WY             45.426 METERS 26911     |
 MP0646| MP0648 MULE                                APPROX. 0.7 KM 2691346.2 |
 MP0646|---------------------------------------------------------------------|
 MP0646
 MP0646                          SUPERSEDED SURVEY CONTROL
 MP0646
 MP0646  NAD 83(1993)-  41 00 10.62020(N)    107 09 17.92540(W) AD(       ) 3
 MP0646  NAD 83(1986)-  41 00 10.61831(N)    107 09 17.92256(W) AD(       ) 3
 MP0646  NAD 27      -  41 00 10.74000(N)    107 09 15.72200(W) AD(       ) 3
 MP0646  NGVD 29 (07/19/86) 2151.6    (m)         7059.     (f) VERT ANG       
 MP0646
 MP0646.Superseded values are not recommended for survey control.
 MP0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0646.See file dsdata.txt to determine how the superseded data were derived.
 MP0646
 MP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF1876541321(NAD 83)
 MP0646_MARKER: Z = SEE DESCRIPTION
 MP0646_SETTING: 0 = UNSPECIFIED SETTING
 MP0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0646
 MP0646  HISTORY     - Date     Condition        Report By
 MP0646  HISTORY     - 1949     MONUMENTED       CGS
 MP0646
 MP0646                          STATION DESCRIPTION
 MP0646
 MP0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0646'THE STATION, A GENERAL LAND OFFICE SECTION MARKER, IS LOCATED
 MP0646'ON OR IN THE IMMEDIATE VICINITY OF THE COLORADO-WYOMING
 MP0646'STATE LINE, ABOUT 2 MILES EAST OF SHEEP MOUNTAIN, ABOUT 0.5
 MP0646'MILE NORTH OF THE LITTLE SNAKE RIVER AND STATE HIGHWAY 129,
 MP0646'ABOUT 0.7 MILE EAST-NORTHEAST OF THE ST. LOUIS RANCH, ABOUT
 MP0646'125 FEET WEST OF A POST AND ANOTHER GENERAL LAND OFFICE
 MP0646'MARKER, 3 FEET EAST OF A 4 X 4 WITNESS MARKER, A BRONZE CAP
 MP0646'RIVETED TO TOP OF A 1 INCH PIPE WHICH IS REINFORCED WITH
 MP0646'CONCRETE, PROJECTS ABOUT 18 INCHES, AND IS STAMPED T 12 N,
 MP0646'R 87 W, TR 52, TR 50, AP 8, AP 3, COLO 1912.
 MP0646'
 MP0646'THE COLORADO-WYOMING STATE BOUNDARY MARKER, A 12 X 12 SANDSTONE
 MP0646'POST, IS LOCATED ABOUT 0.1 MILE EAST OF A FENCE CORNER, ABOUT
 MP0646'275 FEET WEST OF A POST AND ANOTHER GENERAL LAND OFFICE MARKER,
 MP0646'PROJECTS 18 INCHES, AND IS CARVED COLORADO WYOMING 41 NL 1873.
 MP0646'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0238 ***********************************************************************
 MO0238  DESIGNATION -  T16N R68W SECS 1 2 11 12 WC
 MO0238  PID         -  MO0238
 MO0238  STATE/COUNTY-  WY/LARAMIE
 MO0238  USGS QUAD   -  NIMMO RANCH (1991)
 MO0238
 MO0238                         *CURRENT SURVEY CONTROL
 MO0238  ___________________________________________________________________
 MO0238* NAD 83(1986)-  41 22 41.     (N)    104 57 48.     (W)     SCALED    
 MO0238* NAVD 88     -      1998.363  (meters)    6556.30   (feet)  ADJUSTED  
 MO0238  ___________________________________________________________________
 MO0238  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 MO0238  DYNAMIC HT  -        1996.642 (meters)    6550.65  (feet)  COMP
 MO0238  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 MO0238
 MO0238  VERT ORDER  -  SECOND    CLASS 0
 MO0238
 MO0238.The horizontal coordinates were scaled from a topographic map and have
 MO0238.an estimated accuracy of +/- 6 seconds.
 MO0238
 MO0238.The orthometric height was determined by differential leveling
 MO0238.and adjusted by the National Geodetic Survey in June 1991..
 MO0238
 MO0238.The geoid height was determined by GEOID03.
 MO0238
 MO0238.The dynamic height is computed by dividing the NAVD 88
 MO0238.geopotential number by the normal gravity value computed on the
 MO0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0238.degrees latitude (g = 980.6199 gals.).
 MO0238
 MO0238.The modeled gravity was interpolated from observed gravity values.
 MO0238
 MO0238;                    North         East    Units  Estimated Accuracy
 MO0238;SPC WY E     -    97,520.      217,010.      MT  (+/- 180 meters Scaled)
 MO0238
 MO0238                          SUPERSEDED SURVEY CONTROL
 MO0238
 MO0238  NGVD 29 (??/??/92) 1997.34   (m)         6552.9    (f) COMPUTED    2 0
 MO0238
 MO0238.Superseded values are not recommended for survey control.
 MO0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0238.See file dsdata.txt to determine how the superseded data were derived.
 MO0238
 MO0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF030807(NAD 83)
 MO0238_MARKER: DD = SURVEY DISK
 MO0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0238_STAMPING: WC 1-12-2-11 3 FT OFFSET
 MO0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0238+STABILITY: SURFACE MOTION
 MO0238
 MO0238  HISTORY     - Date     Condition        Report By
 MO0238  HISTORY     - UNK      MONUMENTED       USGLO
 MO0238  HISTORY     - 1959     GOOD             NGS
 MO0238
 MO0238                          STATION DESCRIPTION
 MO0238
 MO0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0238'20 MI NW FROM CHEYENNE.
 MO0238'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E. WARREN
 MO0238'AIR FORCE BASE, MISSILE SITE A, 0.5 MILE SOUTH OF THE NORTHEAST
 MO0238'CORNER OF THE MAXIMUM SECURITY FENCE, ABOUT 100 FEET NORTH OF ROAD
 MO0238'TO LAUNCHING PAD 6, 20 FEET EAST OF THE CENTERLINE OF A ROAD
 MO0238'AND 1.5 FEET WEST OF THE BOUNDARY FENCE.  SET IN A CONCRETE
 MO0238'POST THAT PROJECTS 11 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0237 ***********************************************************************
 MO0237  DESIGNATION -  T16N R68W SECS 1 2 1/4 COR
 MO0237  PID         -  MO0237
 MO0237  STATE/COUNTY-  WY/LARAMIE
 MO0237  USGS QUAD   -  NIMMO RANCH (1991)
 MO0237
 MO0237                         *CURRENT SURVEY CONTROL
 MO0237  ___________________________________________________________________
 MO0237* NAD 83(1986)-  41 23 03.     (N)    104 57 45.     (W)     SCALED    
 MO0237* NAVD 88     -      1995.142  (meters)    6545.73   (feet)  ADJUSTED  
 MO0237  ___________________________________________________________________
 MO0237  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 MO0237  DYNAMIC HT  -        1993.428 (meters)    6540.10  (feet)  COMP
 MO0237  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 MO0237
 MO0237  VERT ORDER  -  SECOND    CLASS 0
 MO0237
 MO0237.The horizontal coordinates were scaled from a topographic map and have
 MO0237.an estimated accuracy of +/- 6 seconds.
 MO0237
 MO0237.The orthometric height was determined by differential leveling
 MO0237.and adjusted by the National Geodetic Survey in June 1991..
 MO0237
 MO0237.The geoid height was determined by GEOID03.
 MO0237
 MO0237.The dynamic height is computed by dividing the NAVD 88
 MO0237.geopotential number by the normal gravity value computed on the
 MO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0237.degrees latitude (g = 980.6199 gals.).
 MO0237
 MO0237.The modeled gravity was interpolated from observed gravity values.
 MO0237
 MO0237;                    North         East    Units  Estimated Accuracy
 MO0237;SPC WY E     -    98,200.      217,080.      MT  (+/- 180 meters Scaled)
 MO0237
 MO0237                          SUPERSEDED SURVEY CONTROL
 MO0237
 MO0237  NGVD 29 (??/??/92) 1994.13   (m)         6542.4    (f) COMPUTED    2 0
 MO0237
 MO0237.Superseded values are not recommended for survey control.
 MO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0237.See file dsdata.txt to determine how the superseded data were derived.
 MO0237
 MO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF031814(NAD 83)
 MO0237_MARKER: DD = SURVEY DISK
 MO0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0237_STAMPING: WC 1/4 COR 3 FT OFFSET
 MO0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0237+STABILITY: SURFACE MOTION
 MO0237
 MO0237  HISTORY     - Date     Condition        Report By
 MO0237  HISTORY     - UNK      MONUMENTED       USGLO
 MO0237  HISTORY     - 1959     GOOD             NGS
 MO0237
 MO0237                          STATION DESCRIPTION
 MO0237
 MO0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 MO0237'20 MI NW FROM CHEYENNE.
 MO0237'ABOUT 20 MILES, AIRLINE, NORTHWEST OF CHEYENNE AT THE F.E.
 MO0237'WARREN AIR FORCE BASE MISSILE SITE A, AT THE NORTHEAST CORNER
 MO0237'OF THE BOUNDARY FENCE, 3 FEET SOUTHWEST OF THE CORNER POST.
 MO0237'SET IN A CONCRETE POST THAT PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0498 ***********************************************************************
 MQ0498  DESIGNATION -  T17N R107W SEC 31 1/4 COR SOUTH
 MQ0498  PID         -  MQ0498
 MQ0498  STATE/COUNTY-  WY/SWEETWATER
 MQ0498  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0498
 MQ0498                         *CURRENT SURVEY CONTROL
 MQ0498  ___________________________________________________________________
 MQ0498* NAD 83(1993)-  41 24 06.99331(N)    109 31 52.37694(W)     ADJUSTED  
 MQ0498* NAVD 88     -      2114.9    (meters)    6939.     (feet)  VERTCON   
 MQ0498  ___________________________________________________________________
 MQ0498  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 MQ0498  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 MQ0498
 MQ0498  HORZ ORDER  -  SECOND
 MQ0498
 MQ0498.The horizontal coordinates were established by classical geodetic methods
 MQ0498.and adjusted by the National Geodetic Survey in January 1997..
 MQ0498
 MQ0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0498
 MQ0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0498
 MQ0498.The geoid height was determined by GEOID03.
 MQ0498
 MQ0498;                    North         East     Units Scale Factor Converg.
 MQ0498;SPC WYWC     -   100,451.662   534,677.000   MT  0.99998999   -0 30 60.0
 MQ0498;UTM  12      - 4,584,418.918   622,775.246   MT  0.99978551   +0 58 17.3
 MQ0498
 MQ0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0498!SPC WYWC     -   0.99967070  x   0.99998999  =   0.99966070
 MQ0498!UTM  12      -   0.99967070  x   0.99978551  =   0.99945628
 MQ0498
 MQ0498|---------------------------------------------------------------------|
 MQ0498| PID    Reference Object                     Distance      Geod. Az  |
 MQ0498|                                                           dddmmss.s |
 MQ0498| CP5420 GLO 27 RM 1                          22.016 METERS 04331     |
 MQ0498| MQ0480 QUAKING ASP                         APPROX.34.8 KM 0834728.4 |
 MQ0498| CP5421 GLO 27 RM 2                          21.850 METERS 30632     |
 MQ0498|---------------------------------------------------------------------|
 MQ0498
 MQ0498                          SUPERSEDED SURVEY CONTROL
 MQ0498
 MQ0498  NAD 83(1986)-  41 24 06.98533(N)    109 31 52.37577(W) AD(       ) 2
 MQ0498  NAD 27      -  41 24 07.11000(N)    109 31 49.83500(W) AD(       ) 2
 MQ0498  NGVD 29 (07/19/86) 2113.6    (m)         6934.     (f) VERT ANG       
 MQ0498
 MQ0498.Superseded values are not recommended for survey control.
 MQ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0498.See file dsdata.txt to determine how the superseded data were derived.
 MQ0498
 MQ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2277584419(NAD 83)
 MQ0498_MARKER: DD = SURVEY DISK
 MQ0498_SETTING: 0 = UNSPECIFIED SETTING
 MQ0498
 MQ0498  HISTORY     - Date     Condition        Report By
 MQ0498  HISTORY     - 1931     MONUMENTED       USGLO
 MQ0498  HISTORY     - 1943     SEE DESCRIPTION  DI
 MQ0498  HISTORY     - 1946     SEE DESCRIPTION  LOCSUR
 MQ0498
 MQ0498                          STATION DESCRIPTION
 MQ0498
 MQ0498'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 MQ0498'STANDARD QUARTER-SECTION CORNER SEC. 32, T. 17 N., R. 107
 MQ0498'W., SIXTH PRINCIPAL MERIDIAN, FOURTH STANDARD PARALLEL NORTH.
 MQ0498'TO REACH FROM GREEN RIVER CROSS RAILROAD ON FIRST STREET WEST
 MQ0498'OF DEPOT, GO SOUTH 0.1 MILE, EAST 0.2 MILE, CROSS RIVER, TAKE
 MQ0498'LEFT FORK, GO 9.5 MILES SOUTHWARD ON MAIN-TRAVELED ROAD TO
 MQ0498'WHERE ROAD STARTS DOWN HILL, TURN LEFT HERE, FOLLOW OLD ROAD
 MQ0498'SOUTHEAST 1.5 MILES ALONG TOP OF HILL TO WHERE PILES OF WHITE
 MQ0498'LIMESTONE ARE ON EACH SIDE OF ROAD AND SMALL ROCK CAIRN IS
 MQ0498'ABOUT 100 FEET FARTHER SOUTH ON EAST SIDE OF ROAD, AND STATION
 MQ0498'IS ABOUT 250 YARDS EAST.  MARKED BY STANDARD GENERAL LAND
 MQ0498'OFFICE STATION DISK IN CONCRETE.  REFERENCE MARKS ARE
 MQ0498'STANDARD GENERAL LAND OFFICE REFERENCE DISKS IN CONCRETE.  NO.
 MQ0498'1 IS 22.016 METERS (72.23 FEET) FROM STATION N 43 DEG 31 MIN E.
 MQ0498'NO. 2 IS 21.850 METERS (71.69 FEET) FROM
 MQ0498'STATION N 53 DEG 28 MIN W.
 MQ0498
 MQ0498                          STATION RECOVERY (1943)
 MQ0498
 MQ0498'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 1943
 MQ0498'STATION RECORDED AS LOCATED AT THE STANDARD QUARTER-CORNER OF
 MQ0498'SECTION 32, T. 17 N., R. 107 W.  A RECENT INVESTIGATION BY
 MQ0498'A FIELD ENGINEER OF THE CADASTRAL ENGINEERING SERVICE OF THE
 MQ0498'GENERAL LAND OFFICE, MR. MARK D. KING, HAS CONCLUSIVELY
 MQ0498'ESTABLISHED THAT THE MONUMENT IS ACTUALLY LOCATED AT THE STANDARD
 MQ0498'QUARTER-SECTION CORNER OF SECTION 31, T. 17 N., R. 107 W., 6TH P.M.
 MQ0498'THE CORRECT SECTION NUMBER HAS BEEN STAMPED ON THE
 MQ0498'MONUMENT.
 MQ0498
 MQ0498                          STATION RECOVERY (1946)
 MQ0498
 MQ0498'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1946 (STP)
 MQ0498'STATION RECOVERED BY SS SCHOLSSER GEOPHYSICAL SURVEYS
 MQ0498'
 MQ0498'ALSO TRIANGULATION STATION G.L.O. 27 SWEETWATER COUNTY, C.I.
 MQ0498'ASLAKSON 1931.  STANDARD QUARTER-SECTION CORNER SEC. 32 T. 17 N.,
 MQ0498'R. 107 W.  SHOULD READ SEC. 31, T. 17 N., R. 107 W.  IT IS
 MQ0498'STAMPED SEC. 31 AND IS LOCATED AT THAT POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0334 ***********************************************************************
 MR0334  DESIGNATION -  T17N R121 120W SECS 31 36 SC
 MR0334  PID         -  MR0334
 MR0334  STATE/COUNTY-  WY/UINTA
 MR0334  USGS QUAD   -  NEPONSET RESERVOIR NE (1991)
 MR0334
 MR0334                         *CURRENT SURVEY CONTROL
 MR0334  ___________________________________________________________________
 MR0334* NAD 83(1986)-  41 24 22.     (N)    111 02 24.     (W)     SCALED    
 MR0334* NAVD 88     -      2009.783  (meters)    6593.76   (feet)  ADJUSTED  
 MR0334  ___________________________________________________________________
 MR0334  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 MR0334  DYNAMIC HT  -        2007.978 (meters)    6587.84  (feet)  COMP
 MR0334  MODELED GRAV-     979,654.0   (mgal)                       NAVD 88
 MR0334
 MR0334  VERT ORDER  -  SECOND    CLASS 0
 MR0334
 MR0334.The horizontal coordinates were scaled from a topographic map and have
 MR0334.an estimated accuracy of +/- 6 seconds.
 MR0334
 MR0334.The orthometric height was determined by differential leveling
 MR0334.and adjusted by the National Geodetic Survey in June 1991..
 MR0334
 MR0334.The geoid height was determined by GEOID03.
 MR0334
 MR0334.The dynamic height is computed by dividing the NAVD 88
 MR0334.geopotential number by the normal gravity value computed on the
 MR0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0334.degrees latitude (g = 980.6199 gals.).
 MR0334
 MR0334.The modeled gravity was interpolated from observed gravity values.
 MR0334
 MR0334;                    North         East    Units  Estimated Accuracy
 MR0334;SPC WY W     -   201,060.      720,010.      MT  (+/- 180 meters Scaled)
 MR0334
 MR0334                          SUPERSEDED SURVEY CONTROL
 MR0334
 MR0334  NGVD 29 (??/??/92) 2008.406  (m)         6589.25   (f) ADJ UNCH    2 0
 MR0334
 MR0334.Superseded values are not recommended for survey control.
 MR0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0334.See file dsdata.txt to determine how the superseded data were derived.
 MR0334
 MR0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL966838(NAD 83)
 MR0334_MARKER: P = PIPE CAP
 MR0334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0334_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0334_STAMPING: R 121 W R 120 W SC T 17 N S 36 S 31
 MR0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0334
 MR0334  HISTORY     - Date     Condition        Report By
 MR0334  HISTORY     - UNK      MONUMENTED       USGLO
 MR0334  HISTORY     - 1934     GOOD             NGS
 MR0334
 MR0334                          STATION DESCRIPTION
 MR0334
 MR0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MR0334'10.9 MI SE FROM WOODRUFF.
 MR0334'10.9 MILES SOUTHEAST ALONG STATE HIGHWAY 65 FROM THE SCHOOLHOUSE AT
 MR0334'WOODRUFF, ABOUT 500 FEET NORTH OF THE CREST OF A HILL, ABOUT 350 FEET
 MR0334'SOUTH OF A BRIDGE OVER A CREEK, 110 FEET EAST OF THE CENTER LINE OF
 MR0334'THE HIGHWAY, AND 15 FEET EAST OF A CORNER POST.  A UNITED STATES
 MR0334'GENERAL LAND OFFICE CAP, AND FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0397 ***********************************************************************
 MP0397  DESIGNATION -  T18N R94 93W SECS 1 6 7 12
 MP0397  PID         -  MP0397
 MP0397  STATE/COUNTY-  WY/CARBON
 MP0397  USGS QUAD   -  EIGHTMILE LAKE (1981)
 MP0397
 MP0397                         *CURRENT SURVEY CONTROL
 MP0397  ___________________________________________________________________
 MP0397* NAD 83(1986)-  41 33 29.     (N)    107 55 46.     (W)     SCALED    
 MP0397* NAVD 88     -      2044.819  (meters)    6708.71   (feet)  ADJUSTED  
 MP0397  ___________________________________________________________________
 MP0397  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 MP0397  DYNAMIC HT  -        2042.990 (meters)    6702.71  (feet)  COMP
 MP0397  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 MP0397
 MP0397  VERT ORDER  -  FIRST     CLASS II
 MP0397
 MP0397.The horizontal coordinates were scaled from a topographic map and have
 MP0397.an estimated accuracy of +/- 6 seconds.
 MP0397
 MP0397.The orthometric height was determined by differential leveling
 MP0397.and adjusted by the National Geodetic Survey in June 1991..
 MP0397
 MP0397.The geoid height was determined by GEOID03.
 MP0397
 MP0397.The dynamic height is computed by dividing the NAVD 88
 MP0397.geopotential number by the normal gravity value computed on the
 MP0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0397.degrees latitude (g = 980.6199 gals.).
 MP0397
 MP0397.The modeled gravity was interpolated from observed gravity values.
 MP0397
 MP0397;                    North         East    Units  Estimated Accuracy
 MP0397;SPC WYEC     -   217,670.      350,270.      MT  (+/- 180 meters Scaled)
 MP0397
 MP0397                          SUPERSEDED SURVEY CONTROL
 MP0397
 MP0397  NGVD 29 (??/??/92) 2043.50   (m)         6704.4    (f) COMPUTED    1 2
 MP0397
 MP0397.Superseded values are not recommended for survey control.
 MP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0397.See file dsdata.txt to determine how the superseded data were derived.
 MP0397
 MP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG557048(NAD 83)
 MP0397_MARKER: P = PIPE CAP
 MP0397_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0397_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0397_STAMPING: T 18N R 94W R 93W S 1 S 6 S 12 S 7 1937
 MP0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0397
 MP0397  HISTORY     - Date     Condition        Report By
 MP0397  HISTORY     - 1937     MONUMENTED       USGLO
 MP0397  HISTORY     - 1956     GOOD             NGS
 MP0397
 MP0397                          STATION DESCRIPTION
 MP0397
 MP0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0397'8.3 MI S FROM WAMSUTTER.
 MP0397'8.3 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 MP0397'RAILROAD STATION AT WAMSUTTER, ON THE CARBON AND SWEETWATER COUNTY
 MP0397'LINE, 80 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 11.4 FEET
 MP0397'SOUTHEAST OF A TELEPHONE POLE, 11.4 FEET SOUTHEAST OF A WITNESS POST,
 MP0397'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 MP0397'GROUND, AT THE CORNER OF SECTIONS 1,6,12 AND 7, TOWNSHIP 18 NORTH,
 MP0397'RANGE 93 WEST AND RANGE 94 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0143 ***********************************************************************
 MQ0143  DESIGNATION -  T19N R105W SECS 9 10 1/4 COR
 MQ0143  PID         -  MQ0143
 MQ0143  STATE/COUNTY-  WY/SWEETWATER
 MQ0143  USGS QUAD   -  PILOT BUTTE (1978)
 MQ0143
 MQ0143                         *CURRENT SURVEY CONTROL
 MQ0143  ___________________________________________________________________
 MQ0143* NAD 83(1986)-  41 38 25.     (N)    109 15 09.     (W)     SCALED    
 MQ0143* NAVD 88     -      1951.075  (meters)    6401.15   (feet)  ADJUSTED  
 MQ0143  ___________________________________________________________________
 MQ0143  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MQ0143  DYNAMIC HT  -        1949.426 (meters)    6395.74  (feet)  COMP
 MQ0143  MODELED GRAV-     979,708.5   (mgal)                       NAVD 88
 MQ0143
 MQ0143  VERT ORDER  -  FIRST     CLASS II
 MQ0143
 MQ0143.The horizontal coordinates were scaled from a topographic map and have
 MQ0143.an estimated accuracy of +/- 6 seconds.
 MQ0143
 MQ0143.The orthometric height was determined by differential leveling
 MQ0143.and adjusted by the National Geodetic Survey in June 1991..
 MQ0143
 MQ0143.The geoid height was determined by GEOID03.
 MQ0143
 MQ0143.The dynamic height is computed by dividing the NAVD 88
 MQ0143.geopotential number by the normal gravity value computed on the
 MQ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0143.degrees latitude (g = 980.6199 gals.).
 MQ0143
 MQ0143.The modeled gravity was interpolated from observed gravity values.
 MQ0143
 MQ0143;                    North         East    Units  Estimated Accuracy
 MQ0143;SPC WYWC     -   126,750.      558,140.      MT  (+/- 180 meters Scaled)
 MQ0143
 MQ0143                          SUPERSEDED SURVEY CONTROL
 MQ0143
 MQ0143  NGVD 29 (??/??/92) 1949.80   (m)         6397.0    (f) COMPUTED    1 2
 MQ0143
 MQ0143.Superseded values are not recommended for survey control.
 MQ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0143.See file dsdata.txt to determine how the superseded data were derived.
 MQ0143
 MQ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM455113(NAD 83)
 MQ0143_MARKER: P = PIPE CAP
 MQ0143_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0143_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0143_STAMPING: T 19 N 1/4 9 10 R 105 W
 MQ0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0143
 MQ0143  HISTORY     - Date     Condition        Report By
 MQ0143  HISTORY     - 1912     MONUMENTED       USGLO
 MQ0143  HISTORY     - 1956     GOOD             NGS
 MQ0143
 MQ0143                          STATION DESCRIPTION
 MQ0143
 MQ0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MQ0143'4.15 MI N FROM ROCK SPRINGS.
 MQ0143'0.25 MILE NORTH ALONG STATE HIGHWAY 430 FROM THE NORTH END OF ITS
 MQ0143'OVERPASS OVER THE UNION PACIFIC RAILROAD AT ROCK SPRINGS, THENCE 2.2
 MQ0143'MILES NORTH ALONG U.S. HIGHWAY 187, THENCE 1.7 MILES NORTHWEST ALONG
 MQ0143'OLD U.S. HIGHWAY 187, 130 YARDS SOUTHEAST OF A JUNCTION WITH A PRIVATE
 MQ0143'ROAD LEADING SOUTHWEST, 11 FEET SOUTHWEST OF THE CENTER LINE OF THE
 MQ0143'OLD HIGHWAY, 20 YARDS WEST OF A SMALL RAVINE, 1.5 FEET SOUTHEAST OF A
 MQ0143'WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 1.3
 MQ0143'FEET ABOVE  THE GROUND, IN SECTION 9, TOWNSHIP 19 NORTH, RANGE 105
 MQ0143'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0517 ***********************************************************************
 MQ0517  DESIGNATION -  T19N R10S SECS 14 15 22 23
 MQ0517  PID         -  MQ0517
 MQ0517  STATE/COUNTY-  WY/SWEETWATER
 MQ0517  USGS QUAD   -  BRYAN (1980)
 MQ0517
 MQ0517                         *CURRENT SURVEY CONTROL
 MQ0517  ___________________________________________________________________
 MQ0517* NAD 83(1993)-  41 37 12.91618(N)    109 41 31.84158(W)     ADJUSTED  
 MQ0517* NAVD 88     -      2030.     (meters)    6660.     (feet)  SCALED    
 MQ0517  ___________________________________________________________________
 MQ0517  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 MQ0517  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 MQ0517
 MQ0517  HORZ ORDER  -  SECOND
 MQ0517
 MQ0517.The horizontal coordinates were established by classical geodetic methods
 MQ0517.and adjusted by the National Geodetic Survey in January 1997..
 MQ0517
 MQ0517.The orthometric height was scaled from a topographic map.
 MQ0517
 MQ0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0517
 MQ0517.The geoid height was determined by GEOID03.
 MQ0517
 MQ0517;                    North         East     Units Scale Factor Converg.
 MQ0517;SPC WYWC     -   124,830.981   521,481.915   MT  1.00001334   -0 37 32.9
 MQ0517;UTM  12      - 4,608,440.895   608,953.395   MT  0.99974608   +0 52 07.4
 MQ0517
 MQ0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0517!SPC WYWC     -   0.99968400  x   1.00001334  =   0.99969734
 MQ0517!UTM  12      -   0.99968400  x   0.99974608  =   0.99943016
 MQ0517
 MQ0517:                Primary Azimuth Mark                     Grid Az
 MQ0517:SPC WYWC     -  WEST                                     234 07 42.3
 MQ0517:UTM  12      -  WEST                                     232 38 02.0
 MQ0517
 MQ0517|---------------------------------------------------------------------|
 MQ0517| PID    Reference Object                     Distance      Geod. Az  |
 MQ0517|                                                           dddmmss.s |
 MQ0517| MQ0520 WEST                                APPROX.10.3 KM 2333009.4 |
 MQ0517|---------------------------------------------------------------------|
 MQ0517
 MQ0517                          SUPERSEDED SURVEY CONTROL
 MQ0517
 MQ0517  NAD 83(1986)-  41 37 12.90766(N)    109 41 31.83331(W) AD(       ) 2
 MQ0517  NAD 27      -  41 37 13.05390(N)    109 41 29.31710(W) AD(       ) 2
 MQ0517
 MQ0517.Superseded values are not recommended for survey control.
 MQ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0517.See file dsdata.txt to determine how the superseded data were derived.
 MQ0517
 MQ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM0895308441(NAD 83)
 MQ0517_MARKER: DD = SURVEY DISK
 MQ0517_SETTING: 0 = UNSPECIFIED SETTING
 MQ0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0517
 MQ0517  HISTORY     - Date     Condition        Report By
 MQ0517  HISTORY     - 1912     MONUMENTED       USGLO
 MQ0517  HISTORY     - 1962     GOOD             CGS
 MQ0517
 MQ0517                          STATION DESCRIPTION
 MQ0517
 MQ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0517'STATION IS ON THE WESTERN EDGE OF A HIGH RIDGE, BETWEEN THE GREEN
 MQ0517'RIVER AND BLACKS FORK RIVER.  IT IS ABOUT 12 MILES WEST AND
 MQ0517'6-1/2 MILES NORTH OF GREEN RIVER, 10 MILES NORTHEAST OF LITTLE
 MQ0517'AMERICA AND 3-1/4 MILES NORTH OF BRYAN.
 MQ0517'
 MQ0517'STATION IS A U.S. GENERAL LAND OFFICE SURVEY DISK, STAMPED
 MQ0517'T 19 N R 10 S S 15 S 14 S 22 S 23 1912, BRADDED TO THE TOP OF A
 MQ0517'2 INCH IRON PIPE PROJECTING 18 INCHES.  IT IS 18 FEET NORTH OF THE
 MQ0517'SOUTH EDGE OF THE RIDGE.
 MQ0517'
 MQ0517'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BRYAN
 MQ0517'THE DISTANCE BEING 96.21 FEET OR 29.326 METERS SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0148 ***********************************************************************
 MQ0148  DESIGNATION -  T20N R106 105W SECS 1 6 1/4 COR
 MQ0148  PID         -  MQ0148
 MQ0148  STATE/COUNTY-  WY/SWEETWATER
 MQ0148  USGS QUAD   -  PILOT BUTTE (1978)
 MQ0148
 MQ0148                         *CURRENT SURVEY CONTROL
 MQ0148  ___________________________________________________________________
 MQ0148* NAD 83(1986)-  41 44 35.     (N)    109 18 36.     (W)     SCALED    
 MQ0148* NAVD 88     -      2048.182  (meters)    6719.74   (feet)  ADJUSTED  
 MQ0148  ___________________________________________________________________
 MQ0148  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 MQ0148  DYNAMIC HT  -        2046.456 (meters)    6714.08  (feet)  COMP
 MQ0148  MODELED GRAV-     979,706.7   (mgal)                       NAVD 88
 MQ0148
 MQ0148  VERT ORDER  -  FIRST     CLASS II
 MQ0148
 MQ0148.The horizontal coordinates were scaled from a topographic map and have
 MQ0148.an estimated accuracy of +/- 6 seconds.
 MQ0148
 MQ0148.The orthometric height was determined by differential leveling
 MQ0148.and adjusted by the National Geodetic Survey in June 1991..
 MQ0148
 MQ0148.The geoid height was determined by GEOID03.
 MQ0148
 MQ0148.The dynamic height is computed by dividing the NAVD 88
 MQ0148.geopotential number by the normal gravity value computed on the
 MQ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0148.degrees latitude (g = 980.6199 gals.).
 MQ0148
 MQ0148.The modeled gravity was interpolated from observed gravity values.
 MQ0148
 MQ0148;                    North         East    Units  Estimated Accuracy
 MQ0148;SPC WYWC     -   138,190.      553,420.      MT  (+/- 180 meters Scaled)
 MQ0148
 MQ0148                          SUPERSEDED SURVEY CONTROL
 MQ0148
 MQ0148  NGVD 29 (??/??/92) 2046.902  (m)         6715.54   (f) ADJ UNCH    1 2
 MQ0148
 MQ0148.Superseded values are not recommended for survey control.
 MQ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0148.See file dsdata.txt to determine how the superseded data were derived.
 MQ0148
 MQ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM405226(NAD 83)
 MQ0148_MARKER: P = PIPE CAP
 MQ0148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0148_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0148
 MQ0148  HISTORY     - Date     Condition        Report By
 MQ0148  HISTORY     - UNK      MONUMENTED       USGLO
 MQ0148  HISTORY     - 1933     GOOD             NGS
 MQ0148
 MQ0148                          STATION DESCRIPTION
 MQ0148
 MQ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MQ0148'12.4 MI N FROM ROCK SPRINGS.
 MQ0148'12.4 MILES NORTH ALONG U.S. HIGHWAY 187 FROM ROCK SPRINGS, SWEETWATER
 MQ0148'COUNTY, AT THE QUARTER CORNER OF SECTIONS 1 AND 6, T 20 N, RS. 105 AND
 MQ0148'106 W, 151 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 15 FEET
 MQ0148'EAST OF A LINE OF POLES.  A UNITED STATES GENERAL LAND OFFICE STANDARD
 MQ0148'CAP, FASTENED ON THE TOP OF AN IRON PIPE PROJECTING 15 INCHES ABOVE
 MQ0148'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0149 ***********************************************************************
 MQ0149  DESIGNATION -  T20N R106W SECS 1 2 1/4 COR
 MQ0149  PID         -  MQ0149
 MQ0149  STATE/COUNTY-  WY/SWEETWATER
 MQ0149  USGS QUAD   -  PILOT BUTTE (1978)
 MQ0149
 MQ0149                         *CURRENT SURVEY CONTROL
 MQ0149  ___________________________________________________________________
 MQ0149* NAD 83(1986)-  41 44 31.     (N)    109 19 46.     (W)     SCALED    
 MQ0149* NAVD 88     -      2125.729  (meters)    6974.16   (feet)  ADJUSTED  
 MQ0149  ___________________________________________________________________
 MQ0149  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 MQ0149  DYNAMIC HT  -        2123.935 (meters)    6968.28  (feet)  COMP
 MQ0149  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 MQ0149
 MQ0149  VERT ORDER  -  FIRST     CLASS II
 MQ0149
 MQ0149.The horizontal coordinates were scaled from a topographic map and have
 MQ0149.an estimated accuracy of +/- 6 seconds.
 MQ0149
 MQ0149.The orthometric height was determined by differential leveling
 MQ0149.and adjusted by the National Geodetic Survey in June 1991..
 MQ0149
 MQ0149.The geoid height was determined by GEOID03.
 MQ0149
 MQ0149.The dynamic height is computed by dividing the NAVD 88
 MQ0149.geopotential number by the normal gravity value computed on the
 MQ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0149.degrees latitude (g = 980.6199 gals.).
 MQ0149
 MQ0149.The modeled gravity was interpolated from observed gravity values.
 MQ0149
 MQ0149;                    North         East    Units  Estimated Accuracy
 MQ0149;SPC WYWC     -   138,080.      551,800.      MT  (+/- 180 meters Scaled)
 MQ0149
 MQ0149                          SUPERSEDED SURVEY CONTROL
 MQ0149
 MQ0149  NGVD 29 (??/??/92) 2124.453  (m)         6969.98   (f) ADJ UNCH    1 2
 MQ0149
 MQ0149.Superseded values are not recommended for survey control.
 MQ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0149.See file dsdata.txt to determine how the superseded data were derived.
 MQ0149
 MQ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM389224(NAD 83)
 MQ0149_MARKER: P = PIPE CAP
 MQ0149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0149_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0149
 MQ0149  HISTORY     - Date     Condition        Report By
 MQ0149  HISTORY     - UNK      MONUMENTED       USGLO
 MQ0149  HISTORY     - 1933     GOOD             NGS
 MQ0149
 MQ0149                          STATION DESCRIPTION
 MQ0149
 MQ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 MQ0149'13.4 MI N FROM ROCK SPRINGS.
 MQ0149'13.4 MILES NORTH ALONG U.S. HIGHWAY 187 FROM ROCK SPRINGS, SWEETWATER
 MQ0149'COUNTY, ON THE SLOPE OF A 14-MILE HILL, AT THE QUARTER CORNER OF
 MQ0149'SECTIONS 1 AND 2, T 20 N, R 106 W, 250 FEET SOUTHWEST OF A DRINKING
 MQ0149'WATER 0.3 MILE SIGN, 81 FEET SOUTHEAST OF A 3-FOOT IRON CULVERT, 100
 MQ0149'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ON A SMALL
 MQ0149'KNOLL.  A UNITED STATES GENERAL LAND OFFICE STANDARD CAP, FASTENED ON
 MQ0149'THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0286 ***********************************************************************
 MQ0286  DESIGNATION -  T20N R111W SECS 27 28 22 34
 MQ0286  PID         -  MQ0286
 MQ0286  STATE/COUNTY-  WY/SWEETWATER
 MQ0286  USGS QUAD   -  SEVENMILE GULCH (1980)
 MQ0286
 MQ0286                         *CURRENT SURVEY CONTROL
 MQ0286  ___________________________________________________________________
 MQ0286* NAD 83(1986)-  41 40 43.     (N)    109 56 36.     (W)     SCALED    
 MQ0286* NAVD 88     -      1925.019  (meters)    6315.67   (feet)  ADJUSTED  
 MQ0286  ___________________________________________________________________
 MQ0286  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 MQ0286  DYNAMIC HT  -        1923.374 (meters)    6310.27  (feet)  COMP
 MQ0286  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 MQ0286
 MQ0286  VERT ORDER  -  SECOND    CLASS 0
 MQ0286
 MQ0286.The horizontal coordinates were scaled from a topographic map and have
 MQ0286.an estimated accuracy of +/- 6 seconds.
 MQ0286
 MQ0286.The orthometric height was determined by differential leveling
 MQ0286.and adjusted by the National Geodetic Survey in June 1991..
 MQ0286
 MQ0286.The geoid height was determined by GEOID03.
 MQ0286
 MQ0286.The dynamic height is computed by dividing the NAVD 88
 MQ0286.geopotential number by the normal gravity value computed on the
 MQ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0286.degrees latitude (g = 980.6199 gals.).
 MQ0286
 MQ0286.The modeled gravity was interpolated from observed gravity values.
 MQ0286
 MQ0286;                    North         East    Units  Estimated Accuracy
 MQ0286;SPC WYWC     -   131,570.      500,640.      MT  (+/- 180 meters Scaled)
 MQ0286
 MQ0286                          SUPERSEDED SURVEY CONTROL
 MQ0286
 MQ0286  NGVD 29 (??/??/92) 1923.710  (m)         6311.37   (f) ADJ UNCH    2 0
 MQ0286
 MQ0286.Superseded values are not recommended for survey control.
 MQ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0286.See file dsdata.txt to determine how the superseded data were derived.
 MQ0286
 MQ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM879146(NAD 83)
 MQ0286_MARKER: P = PIPE CAP
 MQ0286_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0286_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0286_STAMPING: T 20 N R 111 W S 27 S 28 S 34 S 33
 MQ0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0286
 MQ0286  HISTORY     - Date     Condition        Report By
 MQ0286  HISTORY     - UNK      MONUMENTED       USGLO
 MQ0286  HISTORY     - 1934     GOOD             NGS
 MQ0286  HISTORY     - 1962     GOOD             NGS
 MQ0286
 MQ0286                          STATION DESCRIPTION
 MQ0286
 MQ0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MQ0286'7.2 MI NE FROM GRANGER.
 MQ0286'ABOUT 7.2 MILES NORTHEAST ALONG THE ROAD LEADING TO FARSON FROM THE
 MQ0286'UNION PACIFIC RAILROAD STATION AT GRANGER, SWEETWATER COUNTY, ABOUT
 MQ0286'0.08 MILE EAST OF BENCH MARK G 71, DESCRIBED ABOVE, ABOUT 525 FEET
 MQ0286'NORTH OF 7-MILE-WASH, AND ABOUT 355 FEET SOUTH OF THE HIGHWAY.  A
 MQ0286'UNITED STATES GENERAL LAND OFFICE STANDARD CAP, STAMPED T 20 N R 111 W
 MQ0286'S 27 S 28 S 34 S 33 AND FASTENED ON THE TOP OF A 1-1/4-INCH PIPE
 MQ0286'PROJECTING ABOUT 16 INCHES ABOVE GROUND.
 MQ0286
 MQ0286                          STATION RECOVERY (1962)
 MQ0286
 MQ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MQ0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0464 ***********************************************************************
 MQ0464  DESIGNATION -  T21N R104W SEC 34 1/4 COR SOUTH
 MQ0464  PID         -  MQ0464
 MQ0464  STATE/COUNTY-  WY/SWEETWATER
 MQ0464  USGS QUAD   -  RELIANCE (1978)
 MQ0464
 MQ0464                         *CURRENT SURVEY CONTROL
 MQ0464  ___________________________________________________________________
 MQ0464* NAD 83(1993)-  41 44 36.27399(N)    109 10 38.42810(W)     ADJUSTED  
 MQ0464* NAVD 88     -      2152.     (meters)    7060.     (feet)  SCALED    
 MQ0464  ___________________________________________________________________
 MQ0464  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 MQ0464  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 MQ0464
 MQ0464  HORZ ORDER  -  SECOND
 MQ0464
 MQ0464.The horizontal coordinates were established by classical geodetic methods
 MQ0464.and adjusted by the National Geodetic Survey in January 1997..
 MQ0464
 MQ0464.The orthometric height was scaled from a topographic map.
 MQ0464
 MQ0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0464
 MQ0464.The geoid height was determined by GEOID03.
 MQ0464
 MQ0464;                    North         East     Units Scale Factor Converg.
 MQ0464;SPC WYWC     -   138,168.038   564,454.765   MT  0.99995304   -0 17 04.3
 MQ0464;UTM  12      - 4,622,893.167   651,556.112   MT  0.99988266   +1 12 49.5
 MQ0464
 MQ0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0464!SPC WYWC     -   0.99966475  x   0.99995304  =   0.99961780
 MQ0464!UTM  12      -   0.99966475  x   0.99988266  =   0.99954744
 MQ0464
 MQ0464|---------------------------------------------------------------------|
 MQ0464| PID    Reference Object                     Distance      Geod. Az  |
 MQ0464|                                                           dddmmss.s |
 MQ0464| MQ0465 GLO 26 RM 1                          40.040 METERS 14948     |
 MQ0464| CP5406 GLO 26 RM 2                          30.766 METERS 32949     |
 MQ0464|---------------------------------------------------------------------|
 MQ0464
 MQ0464                          SUPERSEDED SURVEY CONTROL
 MQ0464
 MQ0464  NAD 83(1986)-  41 44 36.26701(N)    109 10 38.41953(W) AD(       ) 2
 MQ0464  NAD 27      -  41 44 36.39600(N)    109 10 35.97100(W) AD(       ) 2
 MQ0464
 MQ0464.Superseded values are not recommended for survey control.
 MQ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0464.See file dsdata.txt to determine how the superseded data were derived.
 MQ0464
 MQ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM5155622893(NAD 83)
 MQ0464_MARKER: DD = SURVEY DISK
 MQ0464_SETTING: 0 = UNSPECIFIED SETTING
 MQ0464
 MQ0464  HISTORY     - Date     Condition        Report By
 MQ0464  HISTORY     - 1931     MONUMENTED       USGLO
 MQ0464  HISTORY     - 1942     GOOD             CGS
 MQ0464
 MQ0464                          STATION DESCRIPTION
 MQ0464
 MQ0464'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 MQ0464'STANDARD QUARTER-SECTION CORNER SEC. 34, T. 21 N., R. 104 W.,
 MQ0464'SIXTH PRINCIPAL MERIDIAN, FIFTH STANDARD PARALLEL NORTH.  TO
 MQ0464'REACH FROM PARK HOTEL IN ROCK SPRINGS, FOLLOW U.S. HIGHWAY 187
 MQ0464'NORTH 2.4 MILES, AND JUST AFTER CROSSING RAILROAD TAKE RIGHT
 MQ0464'FORK.  AT 5.0 MILES TAKE LEFT FORK.  AT 10.6 MILES TAKE LEFT
 MQ0464'FORK.  AT 12.7 MILES TURN WEST IN MINING TOWN OF WINTON JUST
 MQ0464'NORTH OF HOUSE NUMBER 72.  CROSS RAILROAD.  TURN SOUTH IN FRONT
 MQ0464'OF HOUSE NUMBER 129.  GO SOUTH ABOUT 0.1 MILE.  TURN WEST
 MQ0464'BETWEEN HOUSES NUMBERS 119 AND 118.  FOLLOW ROAD SOUTHWEST
 MQ0464'ABOUT 0.1 MILE UP HILL TO POINT BETWEEN MINE ENTRANCE
 MQ0464'TRESTLE ON SOUTH AND GENERAL ISSUE HOUSE ON NORTH.  TAKE
 MQ0464'RIGHT FORK.  GO 0.3 MILE NORTHWEST UP HILL TO POINT ABOUT
 MQ0464'100 YARDS WEST OF NORTH END OF LINE OF WHITE POWER POLES
 MQ0464'AND ON TOP OF SPUR WHICH SLOPES TO SOUTH.  TURN LEFT HERE.
 MQ0464'GO ABOUT 0.1 MILE SOUTHWEST TOWARD 2 WHITE POWER-LINE
 MQ0464'POLES TO STATION.  STATION IS JUST SOUTH OF LOW SADDLE AND
 MQ0464'ABOUT 65 YARDS NORTH OF THE 2 WHITE POLES.  MARKED BY
 MQ0464'STANDARD GENERAL LAND OFFICE STATION DISK IN CONCRETE.
 MQ0464'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 MQ0464'CONCRETE.  REFERENCE MARK NO. 1 IDENTICAL WITH G.L.O.  STATION
 MQ0464'26 ECCENTRIC, IS 40.040 METERS (131.36 FEET) FROM
 MQ0464'STATION.  NO. 2 IS 30.766 METERS
 MQ0464'(100.94 FEET) FROM STATION.
 MQ0464
 MQ0464                          STATION RECOVERY (1942)
 MQ0464
 MQ0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (LVE)
 MQ0464'RECOVERED.  THE MONUMENT AND BOTH REFERENCE MARKS WERE RECOVERED
 MQ0464'IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE FOR
 MQ0464'RECOVERY OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0293 ***********************************************************************
 MQ0293  DESIGNATION -  T21N R109W SECS 32 33 1/4 COR
 MQ0293  PID         -  MQ0293
 MQ0293  STATE/COUNTY-  WY/SWEETWATER
 MQ0293  USGS QUAD   -  LOMBARD BUTTES (1980)
 MQ0293
 MQ0293                         *CURRENT SURVEY CONTROL
 MQ0293  ___________________________________________________________________
 MQ0293* NAD 83(1986)-  41 45 18.     (N)    109 47 10.     (W)     SCALED    
 MQ0293* NAVD 88     -      1944.96   (+/-2cm)    6381.1    (feet)  VERTCON   
 MQ0293  ___________________________________________________________________
 MQ0293  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 MQ0293
 MQ0293  VERT ORDER  -  ? (See Below)
 MQ0293
 MQ0293.The horizontal coordinates were scaled from a topographic map and have
 MQ0293.an estimated accuracy of +/- 6 seconds.
 MQ0293
 MQ0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0293.The vertical order pertains to the NGVD 29 superseded value.
 MQ0293
 MQ0293.The geoid height was determined by GEOID03.
 MQ0293
 MQ0293;                    North         East    Units  Estimated Accuracy
 MQ0293;SPC WYWC     -   139,890.      513,830.      MT  (+/- 180 meters Scaled)
 MQ0293
 MQ0293                          SUPERSEDED SURVEY CONTROL
 MQ0293
 MQ0293  NGVD 29 (??/??/92) 1943.673  (m)         6376.87   (f) ADJ UNCH    ?  
 MQ0293
 MQ0293.Superseded values are not recommended for survey control.
 MQ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0293.See file dsdata.txt to determine how the superseded data were derived.
 MQ0293
 MQ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM009232(NAD 83)
 MQ0293_MARKER: P = PIPE CAP
 MQ0293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0293_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0293_STAMPING: 1/4 S 32 S 33
 MQ0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0293
 MQ0293  HISTORY     - Date     Condition        Report By
 MQ0293  HISTORY     - UNK      MONUMENTED       USGLO
 MQ0293  HISTORY     - 1934     GOOD             NGS
 MQ0293
 MQ0293                          STATION DESCRIPTION
 MQ0293
 MQ0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MQ0293'17.0 MI NE FROM GRANGER.
 MQ0293'ABOUT 17 MILES NORTHEAST OF GRANGER, SWEETWATER COUNTY, ALONG THE
 MQ0293'YELLOWSTONE ROAD, ABOUT 0.6 MILE NORTHWEST OF THE INTERSECTION WITH
 MQ0293'THE FARSON-GRANGER ROAD, AND ABOUT 55 FEET SOUTHWEST OF THE CENTER
 MQ0293'LINE OF THE ROAD.  A UNITED STATES GENERAL LAND OFFICE STANDARD CAP,
 MQ0293'STAMPED 1/4 S 32 S 33 AND FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0301 ***********************************************************************
 MQ0301  DESIGNATION -  T22N R108W SECS 6 7 1/4 COR
 MQ0301  PID         -  MQ0301
 MQ0301  STATE/COUNTY-  WY/SWEETWATER
 MQ0301  USGS QUAD   -  GASSON BRIDGE (1980)
 MQ0301
 MQ0301                         *CURRENT SURVEY CONTROL
 MQ0301  ___________________________________________________________________
 MQ0301* NAD 83(1986)-  41 54 10.     (N)    109 41 58.     (W)     SCALED    
 MQ0301* NAVD 88     -      1940.873  (meters)    6367.68   (feet)  ADJUSTED  
 MQ0301  ___________________________________________________________________
 MQ0301  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 MQ0301  DYNAMIC HT  -        1939.281 (meters)    6362.46  (feet)  COMP
 MQ0301  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 MQ0301
 MQ0301  VERT ORDER  -  SECOND    CLASS 0
 MQ0301
 MQ0301.The horizontal coordinates were scaled from a topographic map and have
 MQ0301.an estimated accuracy of +/- 6 seconds.
 MQ0301
 MQ0301.The orthometric height was determined by differential leveling
 MQ0301.and adjusted by the National Geodetic Survey in June 1991..
 MQ0301
 MQ0301.The geoid height was determined by GEOID03.
 MQ0301
 MQ0301.The dynamic height is computed by dividing the NAVD 88
 MQ0301.geopotential number by the normal gravity value computed on the
 MQ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0301.degrees latitude (g = 980.6199 gals.).
 MQ0301
 MQ0301.The modeled gravity was interpolated from observed gravity values.
 MQ0301
 MQ0301;                    North         East    Units  Estimated Accuracy
 MQ0301;SPC WYWC     -   156,220.      521,220.      MT  (+/- 180 meters Scaled)
 MQ0301
 MQ0301                          SUPERSEDED SURVEY CONTROL
 MQ0301
 MQ0301  NGVD 29 (??/??/92) 1939.63   (m)         6363.6    (f) COMPUTED    2 0
 MQ0301
 MQ0301.Superseded values are not recommended for survey control.
 MQ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0301.See file dsdata.txt to determine how the superseded data were derived.
 MQ0301
 MQ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM078398(NAD 83)
 MQ0301_MARKER: P = PIPE CAP
 MQ0301_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0301_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0301_STAMPING: 1/4 S 6 S 7
 MQ0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0301
 MQ0301  HISTORY     - Date     Condition        Report By
 MQ0301  HISTORY     - UNK      MONUMENTED       USGLO
 MQ0301  HISTORY     - 1934     GOOD             NGS
 MQ0301  HISTORY     - 1958     GOOD             NGS
 MQ0301
 MQ0301                          STATION DESCRIPTION
 MQ0301
 MQ0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MQ0301'23.2 MI SW FROM FARSON.
 MQ0301'ABOUT 23.2 MILES SOUTHWEST ALONG THE ROAD LEADING TO GRANGER FROM THE
 MQ0301'POST OFFICE AT FARSON, SWEETWATER COUNTY, AT THE 1/4 CORNER OF SECS. 6
 MQ0301'AND 7, T. 22 N., R. 108 W., ON THE SECOND TERRACE ON THE SOUTH SIDE OF
 MQ0301'SANDY CREEK, AT THE FOOT OF A SMALL RISE, AND 30 FEET SOUTH OF THE
 MQ0301'CENTER LINE OF THE ROAD.  A UNITED STATES GENERAL LAND OFFICE STANDARD
 MQ0301'CAP, STAMPED 1/4 S 6 S 7 AND FASTENED ON THE TOP OF A 3-INCH IRON PIPE
 MQ0301'PROJECTING ABOUT 30 INCHES ABOVE GROUND.
 MQ0301
 MQ0301                          STATION RECOVERY (1958)
 MQ0301
 MQ0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MQ0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0987 ***********************************************************************
 MO0987  DESIGNATION -  T22N R58E SECS 9 16 CC
 MO0987  PID         -  MO0987
 MO0987  STATE/COUNTY-  WY/GOSHEN
 MO0987  USGS QUAD   -  LYMAN (1990)
 MO0987
 MO0987                         *CURRENT SURVEY CONTROL
 MO0987  ___________________________________________________________________
 MO0987* NAD 83(1993)-  41 53 08.92035(N)    104 03 10.06700(W)     ADJUSTED  
 MO0987* NAVD 88     -      1250.     (meters)    4101.     (feet)  SCALED    
 MO0987  ___________________________________________________________________
 MO0987  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 MO0987  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 MO0987
 MO0987  HORZ ORDER  -  SECOND
 MO0987
 MO0987.The horizontal coordinates were established by classical geodetic methods
 MO0987.and adjusted by the National Geodetic Survey in January 1997..
 MO0987
 MO0987.The orthometric height was scaled from a topographic map.
 MO0987
 MO0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0987
 MO0987.The geoid height was determined by GEOID03.
 MO0987
 MO0987;                    North         East     Units Scale Factor Converg.
 MO0987;SPC WY E     -   154,495.297   292,444.671   MT  1.00004262   +0 44 37.4
 MO0987;SPC NE       -   235,758.731   163,853.689   MT  0.99968053   -2 41 08.8
 MO0987;UTM  13      - 4,637,531.814   578,585.635   MT  0.99967599   +0 37 56.8
 MO0987
 MO0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0987!SPC WY E     -   0.99980686  x   1.00004262  =   0.99984947
 MO0987!SPC NE       -   0.99980686  x   0.99968053  =   0.99948745
 MO0987!UTM  13      -   0.99980686  x   0.99967599  =   0.99948291
 MO0987
 MO0987                          SUPERSEDED SURVEY CONTROL
 MO0987
 MO0987  NAD 83(1986)-  41 53 08.90758(N)    104 03 10.07342(W) AD(       ) 2
 MO0987  NAD 27      -  41 53 09.03000(N)    104 03 08.25000(W) AD(       ) 2
 MO0987
 MO0987.Superseded values are not recommended for survey control.
 MO0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0987.See file dsdata.txt to determine how the superseded data were derived.
 MO0987
 MO0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7858637532(NAD 83)
 MO0987_MARKER: I = METAL ROD
 MO0987_SETTING: 0 = UNSPECIFIED SETTING
 MO0987
 MO0987  HISTORY     - Date     Condition        Report By
 MO0987  HISTORY     - 1933     MONUMENTED       USGLO
 MO0987  HISTORY     - 1933     GOOD             CGS
 MO0987
 MO0987                          STATION DESCRIPTION
 MO0987
 MO0987'DESCRIBED BY US GENERAL LAND OFFICE 1933 (WM)
 MO0987'ABOUT 2-1/2 MILES SOUTHWEST OF LYMAN AND 1 MILE SOUTH OF
 MO0987'WYOMING-NEBRASKA BOUNDARY MONUMENT NO. 62.  TO REACH FROM
 MO0987'LYMAN, GO WEST 1/2 MILE, THENCE SOUTH 2.0 MILES AND WEST
 MO0987'0.5 MILE TO STATION, IN FRONT OF WHITE BUNGALOW, AT POINT
 MO0987'OF INTERSECTION OF ROAD CORNER.  MARKED BY IRON PIPE, BENT,
 MO0987'WITH CAP MISSING.
 MO0987
 MO0987                          STATION RECOVERY (1933)
 MO0987
 MO0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO0987'FROM RECONNAISSANCE DESCRIPTION, W.M., 1932 NEBR. DUP. NO. 2--
 MO0987'
 MO0987'AN IRON PIPE, BENT, AND CAP MISSING, 2-1/2 MILES SOUTHWEST
 MO0987'OF LYMAN AND 1 MILE SOUTH OF MONUMENT 62.  REACHED FROM
 MO0987'LYMAN BY ROAD WEST 1/2 MILE, THENCE SOUTH 2.0 MILES AND WEST
 MO0987'0.5 MILE TO STATION.  PIPE IS IN FRONT OF WHITE BUNGALOW
 MO0987'AT P.I. OF ROAD CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0355 ***********************************************************************
 NS0355  DESIGNATION -  T24N R110W SEC 1 18 MI WELL
 NS0355  PID         -  NS0355
 NS0355  STATE/COUNTY-  WY/SWEETWATER
 NS0355  USGS QUAD   -  TWELVEMILE SINK (1980)
 NS0355
 NS0355                         *CURRENT SURVEY CONTROL
 NS0355  ___________________________________________________________________
 NS0355* NAD 83(1986)-  42 04 58.     (N)    109 50 45.     (W)     SCALED    
 NS0355* NAVD 88     -      1975.423  (meters)    6481.03   (feet)  ADJUSTED  
 NS0355  ___________________________________________________________________
 NS0355  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NS0355  DYNAMIC HT  -        1973.802 (meters)    6475.72  (feet)  COMP
 NS0355  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 NS0355
 NS0355  VERT ORDER  -  THIRD
 NS0355
 NS0355.The horizontal coordinates were scaled from a topographic map and have
 NS0355.an estimated accuracy of +/- 6 seconds.
 NS0355
 NS0355.The orthometric height was determined by differential leveling
 NS0355.and adjusted by the National Geodetic Survey in December 1993..
 NS0355
 NS0355.The geoid height was determined by GEOID03.
 NS0355
 NS0355.The dynamic height is computed by dividing the NAVD 88
 NS0355.geopotential number by the normal gravity value computed on the
 NS0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0355.degrees latitude (g = 980.6199 gals.).
 NS0355
 NS0355.The modeled gravity was interpolated from observed gravity values.
 NS0355
 NS0355;                    North         East    Units  Estimated Accuracy
 NS0355;SPC WYWC     -   176,350.      509,330.      MT  (+/- 180 meters Scaled)
 NS0355
 NS0355                          SUPERSEDED SURVEY CONTROL
 NS0355
 NS0355.No superseded survey control is available for this station.
 NS0355
 NS0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM954596(NAD 83)
 NS0355_MARKER: A = ALUMINUM MARKER
 NS0355_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 NS0355_SP_SET: GALVANIZED STEEL PIPE
 NS0355_STAMPING: PROJ NO W 4-R-22 18 MI WELL SEC1/T24N/R110W 1961
 NS0355_MARK LOGO: USGS  
 NS0355_MAGNETIC: I = MARKER IS A STEEL ROD
 NS0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NS0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0355+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1968
 NS0355
 NS0355  HISTORY     - Date     Condition        Report By
 NS0355  HISTORY     - 1961     MONUMENTED       BLM
 NS0355  HISTORY     - 19680614 GOOD             USGS
 NS0355
 NS0355                          STATION DESCRIPTION
 NS0355
 NS0355'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0355'FROM FONTENELLE, WYOMING, PROCEED 3.7 MILES EAST AND NORTH OF A ROAD
 NS0355'JUNCTION, 0.3 MILES SOUTH ALONG COUNTY ROAD ACROSS GREEN RIVER,
 NS0355'THENCE 12.2 MILES GENERALLY NORTHEAST ALONG LINCOLN-SWEETWATER ROAD
 NS0355'AT 18 MILE WELL IN THE BOTTOM OF EIGHTEEN MILE DRAW (BLM ROAD NUMBER
 NS0355'4242) NORTH OF TWO TABLETS ATTACHED TO A 1-INCH GALVANIZED PIPE AND
 NS0355'PROJECTING 1.5 FT ABOVE THE GROUND, 20 FEET NORTH OF A NORTHWEST
 NS0355'CORNER OF A PUMP HOUSE AT THE SOUTH END OF A SHEEP WATERING TROUGH.
 NS0355'NOTE--PIPE DEPTH NOT SPECIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0216 ***********************************************************************
 NS0216  DESIGNATION -  T25N R101 100W SECS 31 36 SC
 NS0216  PID         -  NS0216
 NS0216  STATE/COUNTY-  WY/SWEETWATER
 NS0216  USGS QUAD   -  FREIGHTER GAP (1986)
 NS0216
 NS0216                         *CURRENT SURVEY CONTROL
 NS0216  ___________________________________________________________________
 NS0216* NAD 83(1993)-  42 05 23.81577(N)    108 48 37.39798(W)     ADJUSTED  
 NS0216* NAVD 88     -      2218.7    (meters)    7279.     (feet)  VERTCON   
 NS0216  ___________________________________________________________________
 NS0216  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 NS0216  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 NS0216
 NS0216  HORZ ORDER  -  SECOND
 NS0216
 NS0216.The horizontal coordinates were established by classical geodetic methods
 NS0216.and adjusted by the National Geodetic Survey in January 1997..
 NS0216
 NS0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0216
 NS0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0216
 NS0216.The geoid height was determined by GEOID03.
 NS0216
 NS0216;                    North         East     Units Scale Factor Converg.
 NS0216;SPC WYWC     -   176,569.847   595,004.145   MT  0.99993781   -0 02 25.7
 NS0216;UTM  12      - 4,662,083.183   681,087.377   MT  1.00000352   +1 28 05.1
 NS0216
 NS0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0216!SPC WYWC     -   0.99965428  x   0.99993781  =   0.99959211
 NS0216!UTM  12      -   0.99965428  x   1.00000352  =   0.99965780
 NS0216
 NS0216|---------------------------------------------------------------------|
 NS0216| PID    Reference Object                     Distance      Geod. Az  |
 NS0216|                                                           dddmmss.s |
 NS0216| CP5418 GLO 25 RM 1                          40.595 METERS 04027     |
 NS0216| NS0217 GLO 24 ECC                          APPROX. 3.1 KM 2833623.5 |
 NS0216| CP5419 GLO 25 RM 2                          39.640 METERS 31542     |
 NS0216|---------------------------------------------------------------------|
 NS0216
 NS0216                          SUPERSEDED SURVEY CONTROL
 NS0216
 NS0216  NAD 83(1986)-  42 05 23.80121(N)    108 48 37.39498(W) AD(       ) 2
 NS0216  NAD 27      -  42 05 23.94900(N)    108 48 34.97900(W) AD(       ) 2
 NS0216  NGVD 29 (07/19/86) 2217.4    (m)         7275.     (f) VERT ANG       
 NS0216
 NS0216.Superseded values are not recommended for survey control.
 NS0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0216.See file dsdata.txt to determine how the superseded data were derived.
 NS0216
 NS0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM8108762083(NAD 83)
 NS0216_MARKER: DD = SURVEY DISK
 NS0216_SETTING: 0 = UNSPECIFIED SETTING
 NS0216
 NS0216  HISTORY     - Date     Condition        Report By
 NS0216  HISTORY     - 1931     MONUMENTED       USGLO
 NS0216
 NS0216                          STATION DESCRIPTION
 NS0216
 NS0216'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 NS0216'STANDARD CORNER SECS. 31 AND 36, TPS. 25 N., RS. 100 AND 101 W.,
 NS0216'SIXTH PRINCIPAL MERIDIAN, ON TWELFTH AUXILIARY MERIDIAN AND
 NS0216'SIXTH STANDARD PARALLEL NORTH.  TO REACH FROM FARSON STORE AND
 NS0216'SERVICE STATION (ON U.S. HIGHWAY 187) FOLLOW MAIN ROAD 16 MILES
 NS0216'TOWARD SOUTH PASS TO POINT WHERE OLD UNUSED ROAD COMES IN FROM
 NS0216'WEST AND WELL-TRAVELED ROAD TURNS EAST, FOLLOW ROAD EAST 3.2
 NS0216'MILES TO HAYS MIDDLE RANCH, GO THROUGH GATE BETWEEN RED
 NS0216'BUILDINGS AND THROUGH ANOTHER JUST NORTH OF RANCH HOUSE, THEN
 NS0216'0.1 MILE NORTHEAST THROUGH ANOTHER GATE, FOLLOW RIGHT FORK
 NS0216'GO EASTWARD KEEPING ON MAIN-TRAVELED ROAD, AT 7.0 MILES FROM
 NS0216'RANCH TAKE RIGHT FORK, AT 10.4 MILES THERE IS SMALL ROCK
 NS0216'HOUSE AND CORRALS ON WEST SIDE OF ROAD, AT 19 MILES THERE IS
 NS0216'BUSH RANCH ON LEFT SIDE OF ROAD.  FROM THIS POINT GO
 NS0216'SOUTHEAST 1.0 MILE ON MAIN-TRAVELED ROAD TO WHERE ROAD
 NS0216'FORKS 3 WAYS, TAKE RIGHT FORK, GO SOUTHWARD 0.7 MILE,
 NS0216'TAKE LEFT FORK, GO EASTWARD 0.7 MILE, AND THEN GO 0.4 MILE
 NS0216'NORTH-NORTHEAST ACROSS COUNTRY TO STATION.  MARKED BY
 NS0216'STANDARD GENERAL LAND OFFICE STATION DISK IN CONCRETE.
 NS0216'REFERENCE MARKS ARE STANDARD GENERAL LAND OFFICE REFERENCE
 NS0216'DISKS IN CONCRETE.  NO. 1 IS 40.595 METERS (133.19 FEET)
 NS0216'FROM STATION N 40 DEG 27 MIN E.  NO. 2 IS 39.640
 NS0216'METERS (130.05 FEET) FROM STATION N 44 DEG 18 MIN E.
 NS0216'ELEVATION--2,217.4 METERS (7,275 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0218 ***********************************************************************
 NS0218  DESIGNATION -  T25N R101W SECS 34 35 1/4 COR
 NS0218  PID         -  NS0218
 NS0218  STATE/COUNTY-  WY/SWEETWATER
 NS0218  USGS QUAD   -  FREIGHTER GAP (1986)
 NS0218
 NS0218                         *CURRENT SURVEY CONTROL
 NS0218  ___________________________________________________________________
 NS0218* NAD 83(1993)-  42 05 50.00411(N)    108 50 57.41194(W)     ADJUSTED  
 NS0218* NAVD 88     -      2311.     (meters)    7582.     (feet)  SCALED    
 NS0218  ___________________________________________________________________
 NS0218  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 NS0218  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 NS0218
 NS0218  HORZ ORDER  -  SECOND
 NS0218
 NS0218.The horizontal coordinates were established by classical geodetic methods
 NS0218.and adjusted by the National Geodetic Survey in January 1997..
 NS0218
 NS0218.The orthometric height was scaled from a topographic map.
 NS0218
 NS0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0218
 NS0218.The geoid height was determined by GEOID03.
 NS0218
 NS0218;                    North         East     Units Scale Factor Converg.
 NS0218;SPC WYWC     -   177,380.822   591,787.531   MT  0.99993833   -0 03 59.6
 NS0218;UTM  12      - 4,662,809.232   677,850.337   MT  0.99998922   +1 26 31.9
 NS0218
 NS0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0218!SPC WYWC     -   0.99963976  x   0.99993833  =   0.99957811
 NS0218!UTM  12      -   0.99963976  x   0.99998922  =   0.99962898
 NS0218
 NS0218                          SUPERSEDED SURVEY CONTROL
 NS0218
 NS0218  NAD 83(1986)-  42 05 49.98938(N)    108 50 57.40871(W) AD(       ) 2
 NS0218  NAD 27      -  42 05 50.14000(N)    108 50 54.99000(W) AD(       ) 2
 NS0218
 NS0218.Superseded values are not recommended for survey control.
 NS0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0218.See file dsdata.txt to determine how the superseded data were derived.
 NS0218
 NS0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM7785062809(NAD 83)
 NS0218_MARKER: DD = SURVEY DISK
 NS0218_SETTING: 0 = UNSPECIFIED SETTING
 NS0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0218
 NS0218  HISTORY     - Date     Condition        Report By
 NS0218  HISTORY     - 1931     MONUMENTED       USGLO
 NS0218
 NS0218                          STATION DESCRIPTION
 NS0218
 NS0218'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 NS0218'ABOUT 40 MILES (AIR LINE) NORTH-NORTHEAST OF ROCK SPRINGS, ABOUT
 NS0218'25 MILES (AIR LINE) SOUTH OF SOUTH PASS CITY.  TO REACH FROM
 NS0218'SOUTH PASS CITY, GO ABOUT 30 MILES ON MAIN ROAD TOWARD ROCK
 NS0218'SPRINGS TO TOP OF SMALL RISE WHERE MAIN ROAD INTERSECTS ROAD
 NS0218'AT ALMOST RIGHT ANGLES.  (ROAD LEADING WESTWARD IS UNUSED,
 NS0218'ROAD TO EAST GOES TO HAYS MIDDLE RANCH.  JUST BEFORE REACHING
 NS0218'THIS ROAD SEVERAL PARTS OF OLD ROAD ABANDONED BY NEW LOCATION
 NS0218'CAN BE SEEN TO WEST ON MAIN ROAD AND AT POINT OF INTERSECTION
 NS0218'PORTION OF ABANDONED ROAD CAN BE SEEN LEADING UP OVER RISE TO
 NS0218'SOUTHWEST.) FOLLOW HAYS MIDDLE RANCH ROAD 2.8 MILES TO
 NS0218'RANCH, PASS THROUGH GATES BETWEEN RED BUILDINGS, THEN THROUGH
 NS0218'ANOTHER GATE.  AT 0.1 MILE PASS THROUGH ANOTHER RED GATE,
 NS0218'TURN RIGHT AND CONTINUE EASTWARD (KEEPING TO MAIN-TRAVELED
 NS0218'ROAD) 7.2 MILES TO FORK, TAKE RIGHT FORK AND GO 4.3 MILES TO
 NS0218'SMALL OAK SHACK AND CORRAL ON WEST SIDE OF ROAD, CONTINUE
 NS0218'ON MAIN ROAD (DIM AT THIS POINT) SOUTH ACROSS WASH, THEN
 NS0218'GO EAST AND NORTHEAST 8.0 MILES TO EDGE OF RIM OVERLOOKING
 NS0218'SOME TREES AND TUMBLE-DOWN SHACKS KNOWN AS BUSH RANCH (ABOUT
 NS0218'1/2 MILE FARTHER ON), TURN RIGHT AND FOLLOW ALONG RIM
 NS0218'SOUTHEAST THEN SOUTHWEST 1.8 MILES TO G.L.O. STATION 24
 NS0218'ECCENTRIC (SEE DESCRIPTION THEREOF), FROM HERE GO ABOUT 1/6
 NS0218'MILE EAST-SOUTHEAST TO STATION SITE.  MARKED BY STANDARD
 NS0218'GENERAL LAND OFFICE STATION DISK IN CONCRETE.  G.L.O.
 NS0218'STATION 24 ECCENTRIC, MARKED BY GENERAL LAND OFFICE
 NS0218'REFERENCE DISK IN CONCRETE, IS 179.482 METERS (588.85 FEET)
 NS0218'FROM STATION S 67 DEG 04 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0370 ***********************************************************************
 NR0370  DESIGNATION -  T27 28N R81 80W SECS 1 6 31 36
 NR0370  PID         -  NR0370
 NR0370  STATE/COUNTY-  WY/CARBON
 NR0370  USGS QUAD   -  WILD IRISH RESERVOIR (1984)
 NR0370
 NR0370                         *CURRENT SURVEY CONTROL
 NR0370  ___________________________________________________________________
 NR0370* NAD 83(1993)-  42 20 42.00184(N)    106 28 28.67880(W)     ADJUSTED  
 NR0370* NAVD 88     -      2432.     (meters)    7979.     (feet)  SCALED    
 NR0370  ___________________________________________________________________
 NR0370  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 NR0370  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NR0370
 NR0370  HORZ ORDER  -  SECOND
 NR0370
 NR0370.The horizontal coordinates were established by classical geodetic methods
 NR0370.and adjusted by the National Geodetic Survey in January 1997..
 NR0370
 NR0370.The orthometric height was scaled from a topographic map.
 NR0370
 NR0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0370
 NR0370.The geoid height was determined by GEOID03.
 NR0370
 NR0370;                    North         East     Units Scale Factor Converg.
 NR0370;SPC WYEC     -   305,253.972   470,754.220   MT  0.99999907   +0 34 42.4
 NR0370;UTM  13      - 4,689,135.397   378,535.029   MT  0.99978153   -0 59 36.3
 NR0370
 NR0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0370!SPC WYEC     -   0.99962065  x   0.99999907  =   0.99961972
 NR0370!UTM  13      -   0.99962065  x   0.99978153  =   0.99940227
 NR0370
 NR0370                          SUPERSEDED SURVEY CONTROL
 NR0370
 NR0370  NAD 83(1986)-  42 20 41.99059(N)    106 28 28.66381(W) AD(       ) 2
 NR0370  NAD 27      -  42 20 42.12600(N)    106 28 26.55800(W) AD(       ) 2
 NR0370
 NR0370.Superseded values are not recommended for survey control.
 NR0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0370.See file dsdata.txt to determine how the superseded data were derived.
 NR0370
 NR0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG7853589135(NAD 83)
 NR0370_MARKER: DD = SURVEY DISK
 NR0370_SETTING: 0 = UNSPECIFIED SETTING
 NR0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0370
 NR0370  HISTORY     - Date     Condition        Report By
 NR0370  HISTORY     - 1948     MONUMENTED       USGLO
 NR0370
 NR0370                          STATION DESCRIPTION
 NR0370
 NR0370'DESCRIBED BY US GENERAL LAND OFFICE 1948
 NR0370'STATION CHALK IS LOCATED ABOUT 21 MILES AIRLINE SOUTHEAST OF
 NR0370'ALCOVA AND ABOUT 19 MILES AIRLINE EAST OF THE PATHFINDER
 NR0370'RESERVOIR ON THE EASTERN END OF A PROMINENT MESA KNOWN LOCALLY
 NR0370'AS THE CHALK HILLS.
 NR0370'
 NR0370'THE U.S. GENERAL LAND OFFICE MARK IS A BRONZE DISK RIVETED
 NR0370'TO THE TOP OF AN IRON PIPE THAT PROJECTS 12 INCHES, IS 7 FEET
 NR0370'LOWER THAN STATION CHALK AND IS STAMPED, R81W, R80W, S36, S31,
 NR0370'S7, S6, T27N, 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0276 ***********************************************************************
 NS0276  DESIGNATION -  T28N R105W STATION 2
 NS0276  PID         -  NS0276
 NS0276  STATE/COUNTY-  WY/SUBLETTE
 NS0276  USGS QUAD   -  POCKET CREEK LAKE (1969)
 NS0276
 NS0276                         *CURRENT SURVEY CONTROL
 NS0276  ___________________________________________________________________
 NS0276* NAD 83(1993)-  42 44 56.61838(N)    109 23 42.47284(W)     ADJUSTED  
 NS0276* NAVD 88     -      3047.     (meters)    9997.     (feet)  SCALED    
 NS0276  ___________________________________________________________________
 NS0276  LAPLACE CORR-          13.23  (seconds)                    DEFLEC99
 NS0276  GEOID HEIGHT-          -9.70  (meters)                     GEOID03
 NS0276
 NS0276  HORZ ORDER  -  SECOND
 NS0276
 NS0276.The horizontal coordinates were established by classical geodetic methods
 NS0276.and adjusted by the National Geodetic Survey in January 1997..
 NS0276
 NS0276.The orthometric height was scaled from a topographic map.
 NS0276
 NS0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0276
 NS0276.The geoid height was determined by GEOID03.
 NS0276
 NS0276;                    North         East     Units Scale Factor Converg.
 NS0276;SPC WY W     -   350,008.282   856,341.067   MT  0.99997654   +0 28 01.8
 NS0276;SPC WYWC     -   249,980.431   547,185.012   MT  0.99997181   -0 26 16.5
 NS0276;UTM  12      - 4,734,197.804   631,342.645   MT  0.99981223   +1 05 22.3
 NS0276
 NS0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0276!SPC WY W     -   0.99952382  x   0.99997654  =   0.99950037
 NS0276!SPC WYWC     -   0.99952382  x   0.99997181  =   0.99949564
 NS0276!UTM  12      -   0.99952382  x   0.99981223  =   0.99933614
 NS0276
 NS0276                          SUPERSEDED SURVEY CONTROL
 NS0276
 NS0276  NAD 83(1986)-  42 44 56.59816(N)    109 23 42.46770(W) AD(       ) 2
 NS0276  NAD 27      -  42 44 56.78100(N)    109 23 39.98100(W) AD(       ) 2
 NS0276
 NS0276.Superseded values are not recommended for survey control.
 NS0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0276.See file dsdata.txt to determine how the superseded data were derived.
 NS0276
 NS0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN3134334198(NAD 83)
 NS0276_MARKER: DD = SURVEY DISK
 NS0276_SETTING: 80 = SET IN A BOULDER
 NS0276_STAMPING: 2, T-28-N, R-105-W
 NS0276_MARK LOGO: USFS  
 NS0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0276+STABILITY: SURFACE MOTION
 NS0276
 NS0276  HISTORY     - Date     Condition        Report By
 NS0276  HISTORY     - 1936     MONUMENTED       USFS
 NS0276
 NS0276                          STATION DESCRIPTION
 NS0276
 NS0276'DESCRIBED BY US FOREST SERVICE 1936 (JB)
 NS0276'U.S. FOREST SERVICE TRIANGULATION STATION MARK
 NS0276'STAMPED---2, T-28-N, R-105-W---, AND IS
 NS0276'IN TOP OF SAME HUGE BOULDER ON WHICH STATION JIM (SEE
 NS0276'GEOGRAPHIC POSITION AND DESCRIPTION THEREOF) IS LOCATED, AND
 NS0276'0.238 METER (0.78 FOOT) FROM THAT STATION N 56 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0221 ***********************************************************************
 NS0221  DESIGNATION -  T29N R101 100W SECS 19 24 1/4 COR
 NS0221  PID         -  NS0221
 NS0221  STATE/COUNTY-  WY/FREMONT
 NS0221  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0221
 NS0221                         *CURRENT SURVEY CONTROL
 NS0221  ___________________________________________________________________
 NS0221* NAD 83(1993)-  42 28 15.63839(N)    108 50 07.63877(W)     ADJUSTED  
 NS0221* NAVD 88     -      2557.0    (meters)    8389.     (feet)  VERTCON   
 NS0221  ___________________________________________________________________
 NS0221  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 NS0221  GEOID HEIGHT-         -11.28  (meters)                     GEOID03
 NS0221
 NS0221  HORZ ORDER  -  SECOND
 NS0221
 NS0221.The horizontal coordinates were established by classical geodetic methods
 NS0221.and adjusted by the National Geodetic Survey in January 1997..
 NS0221
 NS0221.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0221
 NS0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0221
 NS0221.The geoid height was determined by GEOID03.
 NS0221
 NS0221;                    North         East     Units Scale Factor Converg.
 NS0221;SPC WYWC     -   218,896.841   592,972.861   MT  0.99993811   -0 03 27.7
 NS0221;UTM  12      - 4,704,344.202   677,938.214   MT  0.99998957   +1 27 42.9
 NS0221
 NS0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0221!SPC WYWC     -   0.99960090  x   0.99993811  =   0.99953904
 NS0221!UTM  12      -   0.99960090  x   0.99998957  =   0.99959048
 NS0221
 NS0221|---------------------------------------------------------------------|
 NS0221| PID    Reference Object                     Distance      Geod. Az  |
 NS0221|                                                           dddmmss.s |
 NS0221| CP5417 GLO 23 RM 1                          11.242 METERS 02534     |
 NS0221| NS0247 LIMESTONE                           APPROX.15.6 KM 0400149.5 |
 NS0221| CP6555 S PASS SHERLOCK HOTEL S CHMY                       0963023.2 |
 NS0221| NS0226 GLO 23 RM 2                          57.497 METERS 23747     |
 NS0221|---------------------------------------------------------------------|
 NS0221
 NS0221                          SUPERSEDED SURVEY CONTROL
 NS0221
 NS0221  NAD 83(1986)-  42 28 15.62171(N)    108 50 07.63853(W) AD(       ) 2
 NS0221  NAD 27      -  42 28 15.79000(N)    108 50 05.20000(W) AD(       ) 2
 NS0221  NGVD 29 (07/19/86) 2555.8    (m)         8385.     (f) VERT ANG       
 NS0221
 NS0221.Superseded values are not recommended for survey control.
 NS0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0221.See file dsdata.txt to determine how the superseded data were derived.
 NS0221
 NS0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7793804344(NAD 83)
 NS0221_MARKER: DD = SURVEY DISK
 NS0221_SETTING: 80 = SET IN A BOULDER
 NS0221_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NS0221
 NS0221  HISTORY     - Date     Condition        Report By
 NS0221  HISTORY     - 1931     MONUMENTED       USGLO
 NS0221  HISTORY     - 1951     GOOD             USGS
 NS0221
 NS0221                          STATION DESCRIPTION
 NS0221
 NS0221'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 NS0221'THE QUARTER-SECTION CORNER SECS. 19 AND 24, TPS. 29 N., RS. 100
 NS0221'AND 101 W., SIXTH PRINCIPAL MERIDIAN.  TO REACH FROM TOWN OF
 NS0221'SOUTH PASS (37 MILES FROM LANDER) GO SOUTH 0.2 MILE ON MAIN
 NS0221'ROAD TO TOP OF HILL, JUST BEFORE REACHING CEMETERY TURN RIGHT,
 NS0221'FOLLOW MAIN-TRAVELED ROAD 2 MILES WEST AND NORTHWEST TO CORNER
 NS0221'OF FENCE (BEARING NORTH AND WEST), WHICH IS END OF TRUCK TRAVEL.
 NS0221'STATION IS ABOUT 3/8 MILE NORTHEAST, ON TOP OF RIDGE, AND ABOUT
 NS0221'70 YARDS EAST OF HIGHEST POINT.  MARKED BY STANDARD GENERAL
 NS0221'LAND OFFICE STATION DISK IN DRILL HOLE IN BOULDER.  REFERENCE
 NS0221'MARKS ARE STANDARD GENERAL LAND OFFICE REFERENCE DISKS IN
 NS0221'BEDROCK.  NO. 1 IS 11.242 METERS (36.88 FEET) FROM STATION
 NS0221'N 25 DEG 34 MIN E.  NO. 2 IS 57.497 METERS (188.64
 NS0221'FEET) FROM STATION S 57 DEG 47 MIN W.
 NS0221'ELEVATION--2,555.8 METERS (8,385 FEET).
 NS0221
 NS0221                          STATION RECOVERY (1951)
 NS0221
 NS0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0221'NEAR USC AND ---GLO STATION 23---.
 NS0221'GENERAL LAND OFFICE REFERENCE  MARK NO. 2 WAS SIGNALED AND OCCUPIED
 NS0221'FOR STATION G.L.O. 23.
 NS0221'POINT IS ON APPROX. THE HIGHEST POINT OF TOP.
 NS0221'
 NS0221'STATION MARK - STANDARD GENERAL LAND OFFICE BRONZE TABLET SET IN ROCK
 NS0221'OUTCROP, STAMPED,---REF. MARK NO.2 GENERAL LAND OFFICE SURVEY.---
 NS0221'
 NS0221'REFERENCE MARK NO.1 - A STANDARD GENERAL LAND OFFICE SURVEY BRONZE
 NS0221'TABLET SET IN ROCK OUTCROP APPROX. LEVEL WITH THE GROUND, STAMPED
 NS0221'---RM. NO.1---. 220.71 FT. FROM STATION MARK, S 52 DEG 40 MIN W.
 NS0221'
 NS0221'REFERENCE MARK NO.2 - A STANDARD USGS REFERENCE TABLET SET IN ROCK
 NS0221'OUTCROP APPROX. 2FT. ABOVE THE GROUND, STAMPED ---GLO 23 R.M. NO.2 ---
 NS0221'57.50 FT. FROM STATION MARK, S 22 DEG 20 MIN E.
 NS0221'
 NS0221'REFERENCE MARK NO.3 - 1/4 CORNER, T.29 N., ---C AND GS STATION MARK
 NS0221'GLO 23---.  STANDARD GENERAL LAND OFFICE SURVEY BRONZE TABLET SET IN
 NS0221'ROCK OUTCROP, APPROX. LEVEL WITH THE GROUND.  STAMPED ---1/4 CORNER,
 NS0221'T.29 N.,R.101 W/R, 100 W.,S24/S.19. 188.64 FT. FROM STATION MARK,
 NS0221'S 57 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0461 ***********************************************************************
 NQ0461  DESIGNATION -  T31N R57W SECS 6 7 NE WY
 NQ0461  PID         -  NQ0461
 NQ0461  STATE/COUNTY-  WY/NIOBRARA
 NQ0461  USGS QUAD   -  VAN TASSELL (1977)
 NQ0461
 NQ0461                         *CURRENT SURVEY CONTROL
 NQ0461  ___________________________________________________________________
 NQ0461* NAD 83(1993)-  42 40 58.94125(N)    104 03 10.95667(W)     ADJUSTED  
 NQ0461* NAVD 88     -      1479.     (meters)    4852.     (feet)  SCALED    
 NQ0461  ___________________________________________________________________
 NQ0461  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 NQ0461  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 NQ0461
 NQ0461  HORZ ORDER  -  SECOND
 NQ0461
 NQ0461.The horizontal coordinates were established by classical geodetic methods
 NQ0461.and adjusted by the National Geodetic Survey in January 1997..
 NQ0461
 NQ0461.The orthometric height was scaled from a topographic map.
 NQ0461
 NQ0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0461
 NQ0461.The geoid height was determined by GEOID03.
 NQ0461
 NQ0461;                    North         East     Units Scale Factor Converg.
 NQ0461;SPC WY E     -   243,046.253   291,266.036   MT  1.00003994   +0 45 18.1
 NQ0461;SPC NE       -   324,196.234   167,982.017   MT  0.99987013   -2 41 09.4
 NQ0461;UTM  13      - 4,726,052.475   577,580.706   MT  0.99967405   +0 38 31.2
 NQ0461
 NQ0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0461!SPC WY E     -   0.99977060  x   1.00003994  =   0.99981053
 NQ0461!SPC NE       -   0.99977060  x   0.99987013  =   0.99964076
 NQ0461!UTM  13      -   0.99977060  x   0.99967405  =   0.99944473
 NQ0461
 NQ0461                          SUPERSEDED SURVEY CONTROL
 NQ0461
 NQ0461  NAD 83(1986)-  42 40 58.91756(N)    104 03 10.93893(W) AD(       ) 2
 NQ0461  NAD 27      -  42 40 59.03300(N)    104 03 09.16800(W) AD(       ) 2
 NQ0461
 NQ0461.Superseded values are not recommended for survey control.
 NQ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0461.See file dsdata.txt to determine how the superseded data were derived.
 NQ0461
 NQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH7758126052(NAD 83)
 NQ0461_MARKER: P = PIPE CAP
 NQ0461_SETTING: 0 = UNSPECIFIED SETTING
 NQ0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0461
 NQ0461  HISTORY     - Date     Condition        Report By
 NQ0461  HISTORY     - 1941     MONUMENTED       USGLO
 NQ0461
 NQ0461                          STATION DESCRIPTION
 NQ0461
 NQ0461'DESCRIBED BY US GENERAL LAND OFFICE 1941 (FBQ)
 NQ0461'THIS TRAVERSE STATION IS LOCATED ABOUT 2 MILES N AND 3.5 MILES
 NQ0461'E OF VAN TASSELL, WYOMING, ON THE WYOMING-NEBRASKA BOUNDARY
 NQ0461'LINE, AT THE CORNER OF SECTIONS 6 AND 7, T. 31 N, R. 57 W,
 NQ0461'NEBRASKA ON LAND OWNED BY D. ELLICOTT.  IT IS A CAP ON A
 NQ0461'2-INCH PIPE, STAMPED WYO-NEB S6 S7, T. 31 N, R. 57 W, AND
 NQ0461'PROJECTS ABOUT 12 INCHES.
 NQ0461'
 NQ0461'IT WAS LOCATED BY TRAVERSE FROM STATION ELLICOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0151 ***********************************************************************
 NS0151  DESIGNATION -  T32N R95W SECS 4 5 CC
 NS0151  PID         -  NS0151
 NS0151  STATE/COUNTY-  WY/FREMONT
 NS0151  USGS QUAD   -  SAND DRAW (1978)
 NS0151
 NS0151                         *CURRENT SURVEY CONTROL
 NS0151  ___________________________________________________________________
 NS0151* NAD 83(1993)-  42 46 58.35631(N)    108 12 23.36465(W)     ADJUSTED  
 NS0151* NAVD 88     -      1763.     (meters)    5784.     (feet)  SCALED    
 NS0151  ___________________________________________________________________
 NS0151  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 NS0151  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 NS0151
 NS0151  HORZ ORDER  -  SECOND
 NS0151
 NS0151.The horizontal coordinates were established by classical geodetic methods
 NS0151.and adjusted by the National Geodetic Survey in January 1997..
 NS0151
 NS0151.The orthometric height was scaled from a topographic map.
 NS0151
 NS0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0151
 NS0151.The geoid height was determined by GEOID03.
 NS0151
 NS0151;                    North         East     Units Scale Factor Converg.
 NS0151;SPC WYWC     -   253,678.199   644,471.318   MT  0.99996182   +0 22 09.0
 NS0151;UTM  12      - 4,740,489.198   728,501.611   MT  1.00024240   +1 53 53.6
 NS0151
 NS0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0151!SPC WYWC     -   0.99972567  x   0.99996182  =   0.99968750
 NS0151!UTM  12      -   0.99972567  x   1.00024240  =   0.99996800
 NS0151
 NS0151                          SUPERSEDED SURVEY CONTROL
 NS0151
 NS0151  NAD 83(1986)-  42 46 58.34105(N)    108 12 23.36767(W) AD(       ) 2
 NS0151  NAD 27      -  42 46 58.49900(N)    108 12 21.05300(W) AD(       ) 2
 NS0151
 NS0151.Superseded values are not recommended for survey control.
 NS0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0151.See file dsdata.txt to determine how the superseded data were derived.
 NS0151
 NS0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2850240489(NAD 83)
 NS0151_MARKER: DD = SURVEY DISK
 NS0151_SETTING: 0 = UNSPECIFIED SETTING
 NS0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0151
 NS0151  HISTORY     - Date     Condition        Report By
 NS0151  HISTORY     - 1931     MONUMENTED       USGLO
 NS0151  HISTORY     - 1936     GOOD             CGS
 NS0151
 NS0151                          STATION DESCRIPTION
 NS0151
 NS0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NS0151'CLOSING CORNER OF SECS. 4 AND 5, T. 32 N., R. 95 W., MARKED
 NS0151'WITH G.L.O. MARK INSCRIBED WITH DESIGNATING DATA, 6.070 METERS
 NS0151'(19.91 FEET) S 89 DEG 49 MIN E FROM GLO STATION 22
 NS0151'(SEE GEOGRAPHIC POSITION AND DESCRIPTION THEREOF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0150 ***********************************************************************
 NS0150  DESIGNATION -  T33N R95W SECS 33 34 SC
 NS0150  PID         -  NS0150
 NS0150  STATE/COUNTY-  WY/FREMONT
 NS0150  USGS QUAD   -  SAND DRAW (1978)
 NS0150
 NS0150                         *CURRENT SURVEY CONTROL
 NS0150  ___________________________________________________________________
 NS0150* NAD 83(1993)-  42 46 58.35698(N)    108 12 23.63167(W)     ADJUSTED  
 NS0150* NAVD 88     -      1752.8    (meters)    5751.     (feet)  VERTCON   
 NS0150  ___________________________________________________________________
 NS0150  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 NS0150  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 NS0150
 NS0150  HORZ ORDER  -  SECOND
 NS0150  VERT ORDER  -  THIRD ? (See Below)
 NS0150
 NS0150.The horizontal coordinates were established by classical geodetic methods
 NS0150.and adjusted by the National Geodetic Survey in January 1997..
 NS0150
 NS0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0150.The vertical order pertains to the NGVD 29 superseded value.
 NS0150
 NS0150.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0150
 NS0150.The geoid height was determined by GEOID03.
 NS0150
 NS0150;                    North         East     Units Scale Factor Converg.
 NS0150;SPC WYWC     -   253,678.180   644,465.249   MT  0.99996182   +0 22 08.8
 NS0150;UTM  12      - 4,740,489.017   728,495.543   MT  1.00024237   +1 53 53.5
 NS0150
 NS0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0150!SPC WYWC     -   0.99972727  x   0.99996182  =   0.99968910
 NS0150!UTM  12      -   0.99972727  x   1.00024237  =   0.99996958
 NS0150
 NS0150|---------------------------------------------------------------------|
 NS0150| PID    Reference Object                     Distance      Geod. Az  |
 NS0150|                                                           dddmmss.s |
 NS0150| CP5415 GLO 22 RM 1                          33.236 METERS 05125     |
 NS0150| NS0151 T32N R95W SECS 4 5 CC                 6.069 METERS 09012     |
 NS0150| CP5416 GLO 22 RM 2                          32.730 METERS 30650     |
 NS0150| CP5414 GLO 22 AZ MK                                       3334041.5 |
 NS0150|---------------------------------------------------------------------|
 NS0150
 NS0150                          SUPERSEDED SURVEY CONTROL
 NS0150
 NS0150  NAD 83(1986)-  42 46 58.34171(N)    108 12 23.63476(W) AD(       ) 2
 NS0150  NAD 27      -  42 46 58.50000(N)    108 12 21.32000(W) AD(       ) 2
 NS0150  NGVD 29 (07/19/86) 1751.8    (m)         5747.     (f) LEVELING    3  
 NS0150
 NS0150.Superseded values are not recommended for survey control.
 NS0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0150.See file dsdata.txt to determine how the superseded data were derived.
 NS0150
 NS0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2849640489(NAD 83)
 NS0150_MARKER: DD = SURVEY DISK
 NS0150_SETTING: 0 = UNSPECIFIED SETTING
 NS0150
 NS0150  HISTORY     - Date     Condition        Report By
 NS0150  HISTORY     - 1931     MONUMENTED       USGLO
 NS0150  HISTORY     - 1931     GOOD             USGS
 NS0150  HISTORY     - 1936     GOOD             CGS
 NS0150
 NS0150                          STATION DESCRIPTION
 NS0150
 NS0150'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 NS0150'FOUND AS DESCRIBED IN GOOD CONDITION.
 NS0150
 NS0150                          STATION RECOVERY (1936)
 NS0150
 NS0150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 NS0150'STANDARD CORNER OF SECS. 33 AND 34, T. 33 N., R. 95 W., SIXTH
 NS0150'PRINCIPAL MERIDIAN.  TO REACH FROM RIVERTON, GO EAST TO END
 NS0150'OF MAIN STREET, THEN SOUTH ON U.S. HIGHWAY 287.  AT 0.9
 NS0150'MILE, JUST AFTER CROSSING RIVER, TAKE LEFT FORK, LEAVE HIGHWAY,
 NS0150'AND FOLLOW ROAD TOWARDS RAWLINS VIA SANDRAW.  AT 19.7 MILES
 NS0150'TURN EAST ACROSS COUNTRY AND GO ABOUT 150 YARDS TO STATION.
 NS0150'MARK IS GENERAL LAND OFFICE DISK IN CONCRETE.  DISK INSCRIBED
 NS0150'WITH IDENTIFICATION DATA AND DATE 1931.  REFERENCE MARK
 NS0150'NO. 1 IS STANDARD GENERAL LAND OFFICE REFERENCE DISK IN
 NS0150'CONCRETE, PROJECTING 2 INCHES ABOVE GROUND, AND 33.236
 NS0150'METERS (109.04 FEET) NORTHEAST OF STATION N 51 DEG 25 MIN E.
 NS0150'REFERENCE MARK NO. 2 IS STANDARD DISK IN CONCRETE,
 NS0150'32.730 METERS (107.88 FEET) NORTHWEST OF
 NS0150'STATION N 53 DEG 10 MIN W.  AZIMUTH MARK (1936) IS
 NS0150'STANDARD DISK IN CONCRETE, PROJECTING 6 INCHES,
 NS0150'ON SMALL RISE, 36 FEET WEST OF CENTER LINE OF
 NS0150'RIVERTON-SANDRAW ROAD, AND 1/4 MILE NORTHWEST OF STATION
 NS0150'N 26 DEG 19 MIN W.  T. 32 N., R. 95 W., SEC. 5,
 NS0150'NORTHEAST CORNER (SEE DESCRIPTION AND GEOGRAPHIC POSITION
 NS0150'THEREOF) IS 6.070 METERS (19.91 FEET EAST OF STATION
 NS0150'S 89 DEG 49 MIN E.  ELEVATION--1,761.8 METERS
 NS0150'(5,780 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0353 ***********************************************************************
 NR0353  DESIGNATION -  T34N R79W SEC 9 SW 1/16 COR
 NR0353  PID         -  NR0353
 NR0353  STATE/COUNTY-  WY/NATRONA
 NR0353  USGS QUAD   -  THE REEFS (1984)
 NR0353
 NR0353                         *CURRENT SURVEY CONTROL
 NR0353  ___________________________________________________________________
 NR0353* NAD 83(1993)-  42 55 33.64453(N)    106 19 57.26047(W)     ADJUSTED  
 NR0353* NAVD 88     -      1629.     (meters)    5344.     (feet)  SCALED    
 NR0353  ___________________________________________________________________
 NR0353  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 NR0353  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 NR0353
 NR0353  HORZ ORDER  -  SECOND
 NR0353
 NR0353.The horizontal coordinates were established by classical geodetic methods
 NR0353.and adjusted by the National Geodetic Survey in January 1997..
 NR0353
 NR0353.The orthometric height was scaled from a topographic map.
 NR0353
 NR0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0353
 NR0353.The geoid height was determined by GEOID03.
 NR0353
 NR0353;                    North         East     Units Scale Factor Converg.
 NR0353;SPC WYEC     -   369,920.797   481,696.064   MT  1.00001958   +0 40 53.8
 NR0353;UTM  13      - 4,753,459.992   391,253.265   MT  0.99974548   -0 54 27.5
 NR0353
 NR0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0353!SPC WYEC     -   0.99974670  x   1.00001958  =   0.99976628
 NR0353!UTM  13      -   0.99974670  x   0.99974548  =   0.99949225
 NR0353
 NR0353                          SUPERSEDED SURVEY CONTROL
 NR0353
 NR0353  NAD 83(1986)-  42 55 33.62988(N)    106 19 57.23159(W) AD(       ) 2
 NR0353  NAD 27      -  42 55 33.75500(N)    106 19 55.13600(W) AD(       ) 2
 NR0353
 NR0353.Superseded values are not recommended for survey control.
 NR0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0353.See file dsdata.txt to determine how the superseded data were derived.
 NR0353
 NR0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9125353460(NAD 83)
 NR0353_MARKER: Z = SEE DESCRIPTION
 NR0353_SETTING: 0 = UNSPECIFIED SETTING
 NR0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0353
 NR0353  HISTORY     - Date     Condition        Report By
 NR0353  HISTORY     - 1934     MONUMENTED       USGLO
 NR0353
 NR0353                          STATION DESCRIPTION
 NR0353
 NR0353'DESCRIBED BY US GENERAL LAND OFFICE 1934
 NR0353'ABOUT 5 MILES NORTH OF CASPER, IN T. 34 N., R. 79 W., 33.5 FEET
 NR0353'EAST OF CENTER LINE OF U.S. HIGHWAY 87E, IN FENCE ROW ON
 NR0353'EAST RIGHT-OF-WAY FENCE, AND IN FRONT OF SMALL YELLOW HOUSE.
 NR0353'TO REACH FROM CORNER OF YELLOWSTONE AND CENTER STREETS IN
 NR0353'CASPER, GO WEST 1.8 MILES ON U.S. HIGHWAYS 87E AND 20 TO
 NR0353'JUNCTION (JUST BEYOND BRIDGE ACROSS NORTH PLATTE RIVER), FOLLOW
 NR0353'RIGHT FORK (HIGHWAY 87E) 5.05 MILES TO CASPER AIRPORT HANGER
 NR0353'ON WEST SIDE OF ROAD, CONTINUE NORTH 0.6 MILE TO COLE CREEK
 NR0353'ROAD JOINING FROM EAST, CONTINUE STRAIGHT AHEAD (NORTH) 0.25
 NR0353'MILE TO YELLOW HOUSE WITH GARAGE AND 40-FOOT RADIO MAST IN
 NR0353'BACK (ON EAST SIDE OF HIGHWAY).
 NR0353'
 NR0353'G.L.O. MARK, SW 1/16. S
 NR0353'9, IS 19.69 METERS (64.6 FEET) FROM STATION S 79 DEG 30 MIN E.
 NR0353'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND
 NR0353'G.L.O. MARK IS 99 FEET.  BEARING FROM STATION TO OIL REFINERY
 NR0353'EAST OF CASPER, STACK, S 39 DEG 27 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0392 ***********************************************************************
 NR0392  DESIGNATION -  T34N R82 81W SECS 19 24 25 30
 NR0392  PID         -  NR0392
 NR0392  STATE/COUNTY-  WY/NATRONA
 NR0392  USGS QUAD   -  EMIGRANT GAP NE (1984)
 NR0392
 NR0392                         *CURRENT SURVEY CONTROL
 NR0392  ___________________________________________________________________
 NR0392* NAD 83(1993)-  42 53 33.35579(N)    106 36 46.37023(W)     ADJUSTED  
 NR0392* NAVD 88     -      1810.     (meters)    5938.     (feet)  SCALED    
 NR0392  ___________________________________________________________________
 NR0392  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 NR0392  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 NR0392
 NR0392  HORZ ORDER  -  SECOND
 NR0392
 NR0392.The horizontal coordinates were established by classical geodetic methods
 NR0392.and adjusted by the National Geodetic Survey in January 1997..
 NR0392
 NR0392.The orthometric height was scaled from a topographic map.
 NR0392
 NR0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0392
 NR0392.The geoid height was determined by GEOID03.
 NR0392
 NR0392;                    North         East     Units Scale Factor Converg.
 NR0392;SPC WYEC     -   365,974.963   458,845.067   MT  0.99998008   +0 29 25.3
 NR0392;UTM  13      - 4,750,149.966   368,306.709   MT  0.99981336   -1 05 52.5
 NR0392
 NR0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0392!SPC WYEC     -   0.99971829  x   0.99998008  =   0.99969838
 NR0392!UTM  13      -   0.99971829  x   0.99981336  =   0.99953171
 NR0392
 NR0392                          SUPERSEDED SURVEY CONTROL
 NR0392
 NR0392  NAD 83(1986)-  42 53 33.33873(N)    106 36 46.34541(W) AD(       ) 2
 NR0392  NAD 27      -  42 53 33.46600(N)    106 36 44.20400(W) AD(       ) 2
 NR0392
 NR0392.Superseded values are not recommended for survey control.
 NR0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0392.See file dsdata.txt to determine how the superseded data were derived.
 NR0392
 NR0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6830750150(NAD 83)
 NR0392_MARKER: I = METAL ROD
 NR0392_SETTING: 0 = UNSPECIFIED SETTING
 NR0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0392
 NR0392  HISTORY     - Date     Condition        Report By
 NR0392  HISTORY     - 1934     MONUMENTED       USGLO
 NR0392
 NR0392                          STATION DESCRIPTION
 NR0392
 NR0392'DESCRIBED BY US GENERAL LAND OFFICE 1934 (WRP)
 NR0392'ABOUT 15 MILES WEST-NORTHWEST OF CASPER, ABOUT 3.5 MILES SOUTH OF
 NR0392'U.S. HIGHWAY 20, AND ON RIDGE KNOWN LOCALLY AS THE REEFS.
 NR0392'PROBABLY MARKED BY GENERAL LAND OFFICE PIPE MARKER STAMPED WITH
 NR0392'SECTION, TOWNSHIP, AND RANGE NUMBERS.  STATION REEF (U.S.G.S.) IS
 NR0392'VISIBLE FROM GROUND AT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0445 ***********************************************************************
 OV0445  DESIGNATION -  T35N R81W SEC 7 NE 1/16 COR
 OV0445  PID         -  OV0445
 OV0445  STATE/COUNTY-  WY/NATRONA
 OV0445  USGS QUAD   -  SMITH FLATS (1978)
 OV0445
 OV0445                         *CURRENT SURVEY CONTROL
 OV0445  ___________________________________________________________________
 OV0445* NAD 83(1986)-  43 01 13.     (N)    106 35 52.     (W)     SCALED    
 OV0445* NAVD 88     -      1648.027  (meters)    5406.90   (feet)  POSTED    
 OV0445  ___________________________________________________________________
 OV0445  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 OV0445  DYNAMIC HT  -        1647.000 (meters)    5403.53  (feet)  COMP
 OV0445  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 OV0445
 OV0445  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0445
 OV0445.The horizontal coordinates were scaled from a topographic map and have
 OV0445.an estimated accuracy of +/- 6 seconds.
 OV0445
 OV0445.The orthometric height was determined by differential leveling
 OV0445.and adjusted by the National Geodetic Survey in 1992..
 OV0445.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0445.rate of 0.0 thru 1.0 mm/km.
 OV0445
 OV0445.The geoid height was determined by GEOID03.
 OV0445
 OV0445.The dynamic height is computed by dividing the NAVD 88
 OV0445.geopotential number by the normal gravity value computed on the
 OV0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0445.degrees latitude (g = 980.6199 gals.).
 OV0445
 OV0445.The modeled gravity was interpolated from observed gravity values.
 OV0445
 OV0445;                    North         East    Units  Estimated Accuracy
 OV0445;SPC WYEC     -   380,170.      459,960.      MT  (+/- 180 meters Scaled)
 OV0445
 OV0445                          SUPERSEDED SURVEY CONTROL
 OV0445
 OV0445  NGVD 29 (??/??/92) 1647.07   (m)         5403.8    (f) COMPUTED    3 0
 OV0445
 OV0445.Superseded values are not recommended for survey control.
 OV0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0445.See file dsdata.txt to determine how the superseded data were derived.
 OV0445
 OV0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH698643(NAD 83)
 OV0445_MARKER: I = METAL ROD
 OV0445_SETTING: 0 = UNSPECIFIED SETTING
 OV0445_MARK LOGO: NONE  
 OV0445_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0445+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1968
 OV0445
 OV0445  HISTORY     - Date     Condition        Report By
 OV0445  HISTORY     - 1968     MONUMENTED       USGLO
 OV0445  HISTORY     - 19680605 GOOD             USGS
 OV0445
 OV0445                          STATION DESCRIPTION
 OV0445
 OV0445'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0445'FROM CASPER, WYOMING POST OFFICE, PROCEED 17 MILES WEST ALONG U.S.
 OV0445'HIGHWAY 20-26 NORTH ROUTE, THENCE 6.0 MILES NORTH ALONG PAVED COUNTY
 OV0445'ROAD TO A RAILROAD CROSSING, THENCE 0.87 MILES EAST TO A GATE IN THE
 OV0445'NORTH-SOUTH FENCE, 10 FEET NORTH AND 1 FOOT LOWER THAN THE CENTERLINE
 OV0445'OF THE GATE, TOP OF A 1/16 SECTION CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0497 ***********************************************************************
 OV0497  DESIGNATION -  T37N R81W SECS 5 8 1/4 COR
 OV0497  PID         -  OV0497
 OV0497  STATE/COUNTY-  WY/NATRONA
 OV0497  USGS QUAD   -  MERINO (1968)
 OV0497
 OV0497                         *CURRENT SURVEY CONTROL
 OV0497  ___________________________________________________________________
 OV0497* NAD 83(1986)-  43 11 46.     (N)    106 35 37.     (W)     SCALED    
 OV0497* NAVD 88     -      1681.656  (meters)    5517.23   (feet)  POSTED    
 OV0497  ___________________________________________________________________
 OV0497  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 OV0497  DYNAMIC HT  -        1680.630 (meters)    5513.87  (feet)  COMP
 OV0497  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 OV0497
 OV0497  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0497
 OV0497.The horizontal coordinates were scaled from a topographic map and have
 OV0497.an estimated accuracy of +/- 6 seconds.
 OV0497
 OV0497.The orthometric height was determined by differential leveling
 OV0497.and adjusted by the National Geodetic Survey in 1992..
 OV0497.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0497.rate of 0.0 thru 1.0 mm/km.
 OV0497
 OV0497.The geoid height was determined by GEOID03.
 OV0497
 OV0497.The dynamic height is computed by dividing the NAVD 88
 OV0497.geopotential number by the normal gravity value computed on the
 OV0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0497.degrees latitude (g = 980.6199 gals.).
 OV0497
 OV0497.The modeled gravity was interpolated from observed gravity values.
 OV0497
 OV0497;                    North         East    Units  Estimated Accuracy
 OV0497;SPC WYEC     -   399,710.      460,120.      MT  (+/- 180 meters Scaled)
 OV0497
 OV0497                          SUPERSEDED SURVEY CONTROL
 OV0497
 OV0497.No superseded survey control is available for this station.
 OV0497
 OV0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH705838(NAD 83)
 OV0497_MARKER: I = METAL ROD
 OV0497_SETTING: 0 = UNSPECIFIED SETTING
 OV0497_STAMPING: 1/4 COR SEC 5-8
 OV0497_MARK LOGO: USGLO 
 OV0497_MAGNETIC: I = MARKER IS A STEEL ROD
 OV0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0497+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1968
 OV0497
 OV0497  HISTORY     - Date     Condition        Report By
 OV0497  HISTORY     - UNK      MONUMENTED       USGLO
 OV0497  HISTORY     - 19680612 GOOD             USGS
 OV0497
 OV0497                          STATION DESCRIPTION
 OV0497
 OV0497'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0497'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0497'13.7 MILES NORTH ALONG COUNTY ROAD, 205 FEET SOUTHWEST OF AND 6.1
 OV0497'FEET LOWER THAN THE ROAD, A 1/4 CORNER OF SECTION 5-8 BRASS CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0405 ***********************************************************************
 OV0405  DESIGNATION -  T37N R91W SECS 34 35 SC
 OV0405  PID         -  OV0405
 OV0405  STATE/COUNTY-  WY/FREMONT
 OV0405  USGS QUAD   -  SEVENTY-ONE RESERVOIR (1952)
 OV0405
 OV0405                         *CURRENT SURVEY CONTROL
 OV0405  ___________________________________________________________________
 OV0405* NAD 83(1993)-  43 07 28.61186(N)    107 44 09.39481(W)     ADJUSTED  
 OV0405* NAVD 88     -      1729.     (meters)    5673.     (feet)  SCALED    
 OV0405  ___________________________________________________________________
 OV0405  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 OV0405  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 OV0405
 OV0405  HORZ ORDER  -  SECOND
 OV0405
 OV0405.The horizontal coordinates were established by classical geodetic methods
 OV0405.and adjusted by the National Geodetic Survey in January 1997..
 OV0405
 OV0405.The orthometric height was scaled from a topographic map.
 OV0405
 OV0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0405
 OV0405.The geoid height was determined by GEOID03.
 OV0405
 OV0405;                    North         East     Units Scale Factor Converg.
 OV0405;SPC WYWC     -   291,996.003   682,515.025   MT  1.00002123   +0 41 35.6
 OV0405;UTM  13      - 4,778,286.962   277,443.319   MT  1.00020936   -1 52 15.7
 OV0405
 OV0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0405!SPC WYWC     -   0.99973114  x   1.00002123  =   0.99975237
 OV0405!UTM  13      -   0.99973114  x   1.00020936  =   0.99994044
 OV0405
 OV0405|---------------------------------------------------------------------|
 OV0405| PID    Reference Object                     Distance      Geod. Az  |
 OV0405|                                                           dddmmss.s |
 OV0405| CP5405 GLO 20 RM 2                          35.993 METERS 07000     |
 OV0405| OV0406 GLO 20 ECC                          106.382 METERS 29102     |
 OV0405|---------------------------------------------------------------------|
 OV0405
 OV0405                          SUPERSEDED SURVEY CONTROL
 OV0405
 OV0405  NAD 83(1986)-  43 07 28.59606(N)    107 44 09.40189(W) AD(       ) 2
 OV0405  NAD 27      -  43 07 28.74000(N)    107 44 07.12000(W) AD(       ) 2
 OV0405
 OV0405.Superseded values are not recommended for survey control.
 OV0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0405.See file dsdata.txt to determine how the superseded data were derived.
 OV0405
 OV0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7744378287(NAD 83)
 OV0405_MARKER: DD = SURVEY DISK
 OV0405_SETTING: 0 = UNSPECIFIED SETTING
 OV0405
 OV0405  HISTORY     - Date     Condition        Report By
 OV0405  HISTORY     - 1931     MONUMENTED       USGLO
 OV0405
 OV0405                          STATION DESCRIPTION
 OV0405
 OV0405'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 OV0405'STANDARD CORNER OF SECS. 34 AND 35, T. 37 N., R. 91 W., SIXTH
 OV0405'PRINCIPAL MERIDIAN, ABOUT 6 MILES SOUTH BY WEST OF MONETA,
 OV0405'IN LOW SAND HILLS.  TO REACH FROM MONETA GO EAST ON HIGHWAY,
 OV0405'AT 0.3 MILE TURN SOUTH ON GRADED ROAD, AT 0.9 MILE (AFTER
 OV0405'CROSSING BRIDGE OVER POISON CREEK) TAKE RIGHT FORK AND FOLLOW
 OV0405'PAST FENCE CORNER, AT 1.2 MILES TURN RIGHT AT CROSSROADS AND
 OV0405'FOLLOW OLD ROAD SOUTHWEST INTO LOW SAND HILLS, AT 3.2 MILES
 OV0405'LEAVE ROAD AND DRIVE ACROSS COUNTRY SOUTHEAST 0.4 MILE ALONG
 OV0405'TOP OF RIDGE TO STATION.  MARKED BY STANDARD GENERAL LAND
 OV0405'OFFICE STATION DISK IN CONCRETE.  REFERENCE MARKS ARE STANDARD
 OV0405'GENERAL LAND OFFICE REFERENCE DISKS IN CONCRETE.  NO.
 OV0405'1, IDENTICAL WITH G.L.O. STATION 20 ECCENTRIC (SEE
 OV0405'DESCRIPTION THEREOF) IS 106.382 METERS (349.02 FEET) FROM
 OV0405'STATION N 68 DEG 58 MIN W.  NO. 2 IS 35.993
 OV0405'METERS (118.09 FEET) FROM STATION N 70 DEG 00 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0795 ***********************************************************************
 OX0795  DESIGNATION -  T38 39N R115W SECS 4 5 32 33
 OX0795  PID         -  OX0795
 OX0795  STATE/COUNTY-  WY/TETON
 OX0795  USGS QUAD   -  CAMP DAVIS (1996)
 OX0795
 OX0795                         *CURRENT SURVEY CONTROL
 OX0795  ___________________________________________________________________
 OX0795* NAD 83(1993)-  43 17 35.57453(N)    110 39 21.41637(W)     ADJUSTED  
 OX0795* NAVD 88     -      1860.16   (+/-2cm)    6102.9    (feet)  VERTCON   
 OX0795  ___________________________________________________________________
 OX0795  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 OX0795  GEOID HEIGHT-         -10.11  (meters)                     GEOID03
 OX0795
 OX0795  HORZ ORDER  -  SECOND
 OX0795  VERT ORDER  -  THIRD ? (See Below)
 OX0795
 OX0795.The horizontal coordinates were established by classical geodetic methods
 OX0795.and adjusted by the National Geodetic Survey in January 1997..
 OX0795
 OX0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0795.The vertical order pertains to the NGVD 29 superseded value.
 OX0795
 OX0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0795
 OX0795.The geoid height was determined by GEOID03.
 OX0795
 OX0795;                    North         East     Units Scale Factor Converg.
 OX0795;SPC WY W     -   410,385.877   753,533.858   MT  0.99996405   -0 23 33.6
 OX0795;UTM  12      - 4,793,434.138   527,909.325   MT  0.99960958   +0 14 09.3
 OX0795
 OX0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0795!SPC WY W     -   0.99970996  x   0.99996405  =   0.99967402
 OX0795!UTM  12      -   0.99970996  x   0.99960958  =   0.99931966
 OX0795
 OX0795                          SUPERSEDED SURVEY CONTROL
 OX0795
 OX0795  NAD 83(1993)-  43 17 35.57079(N)    110 39 21.41157(W) AD(       ) 2
 OX0795  NAD 83(1986)-  43 17 35.56375(N)    110 39 21.40462(W) AD(       ) 2
 OX0795  NAD 27      -  43 17 35.81854(N)    110 39 18.70519(W) AD(       ) 2
 OX0795  NGVD 29 (07/19/86) 1858.86   (m)         6098.6    (f) LEVELING    3  
 OX0795
 OX0795.Superseded values are not recommended for survey control.
 OX0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0795.See file dsdata.txt to determine how the superseded data were derived.
 OX0795
 OX0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2790993434(NAD 83)
 OX0795_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OX0795_SETTING: 0 = UNSPECIFIED SETTING
 OX0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0795
 OX0795  HISTORY     - Date     Condition        Report By
 OX0795  HISTORY     - 1974     MONUMENTED       NGS
 OX0795
 OX0795                          STATION DESCRIPTION
 OX0795
 OX0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OX0795'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE SOUTH-SOUTHEAST OF
 OX0795'JACKSON, 0.7 MILE NORTH OF CAMP DAVIS (UNIVERSITY OF MICHIGAN
 OX0795'SUMMER SCHOOL CAMP), ON THE RIGHT-OF-WAY ALONG THE SOUTH SIDE OF
 OX0795'U.S. HIGHWAYS 187 AND 189, AT THE ENTRANCE GATE TO CAMP DAVIS.
 OX0795'
 OX0795'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE PARK IN THE
 OX0795'CENTRAL PART OF JACKSON, GO SOUTHWESTERLY ON U.S. HIGHWAYS 26,
 OX0795'89 AND 187 FOR 13.45 MILES TO HOBACK JUNCTION AND A ROAD FORKS,
 OX0795'BEAR LEFT AND FOLLOW U.S. HIGHWAYS 187 AND 189 SOUTHEASTERLY 4.65
 OX0795'MILES TO THE ENTRANCE GATE TO CAMP DAVIS AND THE STATION ON THE
 OX0795'RIGHT AS DESCRIBED.
 OX0795'
 OX0795'A U.S. DEPARTMENT OF INTERIOR, BUREAU OF LAND MANAGEMENT, CADASTRAL
 OX0795'SURVEY MONUMENT.  IT IS A BRONZE CAP RIVETED TO A 2-INCH IRON
 OX0795'PIPE SET IN THE GROUND AND PROJECTING 8-INCHES ABOVE THE SURFACE.
 OX0795'THE BRONZE CAP IS STAMPED--
 OX0795'T 39 N R 115 W
 OX0795'S 32 S 33
 OX0795'S 5 S 4
 OX0795'T 3 8 N
 OX0795'1962
 OX0795'IT IS 95 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 16 FEET
 OX0795'NORTHEAST OF THE EAST GATE POST OF THE CAMP DAVIS ENTRANCE, AND 13
 OX0795'FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 OX0795'
 OX0795'NEAREST TOWN--JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0463 ***********************************************************************
 OV0463  DESIGNATION -  T38N R82W SECS 2 3 10 11
 OV0463  PID         -  OV0463
 OV0463  STATE/COUNTY-  WY/NATRONA
 OV0463  USGS QUAD   -  FIFTYMILE FLAT (1976)
 OV0463
 OV0463                         *CURRENT SURVEY CONTROL
 OV0463  ___________________________________________________________________
 OV0463* NAD 83(1986)-  43 17 01.     (N)    106 39 57.     (W)     SCALED    
 OV0463* NAVD 88     -      1607.333  (meters)    5273.39   (feet)  POSTED    
 OV0463  ___________________________________________________________________
 OV0463  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 OV0463  DYNAMIC HT  -        1606.400 (meters)    5270.33  (feet)  COMP
 OV0463  MODELED GRAV-     979,979.8   (mgal)                       NAVD 88
 OV0463
 OV0463  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0463
 OV0463.The horizontal coordinates were scaled from a topographic map and have
 OV0463.an estimated accuracy of +/- 6 seconds.
 OV0463
 OV0463.The orthometric height was determined by differential leveling
 OV0463.and adjusted by the National Geodetic Survey in 1992..
 OV0463.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0463.rate of 0.0 thru 1.0 mm/km.
 OV0463
 OV0463.The geoid height was determined by GEOID03.
 OV0463
 OV0463.The dynamic height is computed by dividing the NAVD 88
 OV0463.geopotential number by the normal gravity value computed on the
 OV0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0463.degrees latitude (g = 980.6199 gals.).
 OV0463
 OV0463.The modeled gravity was interpolated from observed gravity values.
 OV0463
 OV0463;                    North         East    Units  Estimated Accuracy
 OV0463;SPC WYEC     -   409,380.      454,170.      MT  (+/- 180 meters Scaled)
 OV0463
 OV0463                          SUPERSEDED SURVEY CONTROL
 OV0463
 OV0463.No superseded survey control is available for this station.
 OV0463
 OV0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH648936(NAD 83)
 OV0463_MARKER: I = METAL ROD
 OV0463_SETTING: 0 = UNSPECIFIED SETTING
 OV0463_MARK LOGO: USGLO 
 OV0463_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0463+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1968
 OV0463
 OV0463  HISTORY     - Date     Condition        Report By
 OV0463  HISTORY     - UNK      MONUMENTED       USGLO
 OV0463  HISTORY     - 19680613 GOOD             USGS
 OV0463
 OV0463                          STATION DESCRIPTION
 OV0463
 OV0463'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0463'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EAST ALONG RAILROAD, THENCE
 OV0463'21.4 MILES GENERALLY NORTH ALONG COUNTY ROAD TO THE SUMMIT OF A
 OV0463'RIDGE, 154 FEET EAST OF AND 40 FEET LOWER THAN THE INTERSECTION, TOP
 OV0463'OF A BRASS CAP AT SECTION CORNERS 3-2-10-11/TOWNSHIP 38 NORTH/RANGE
 OV0463'82 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0477 ***********************************************************************
 OV0477  DESIGNATION -  T41N R82W SECS 33 34
 OV0477  PID         -  OV0477
 OV0477  STATE/COUNTY-  WY/NATRONA
 OV0477  USGS QUAD   -  BROKEN HORN CREEK (1968)
 OV0477
 OV0477                         *CURRENT SURVEY CONTROL
 OV0477  ___________________________________________________________________
 OV0477* NAD 83(1986)-  43 28 13.     (N)    106 41 38.     (W)     SCALED    
 OV0477* NAVD 88     -      1523.581  (meters)    4998.62   (feet)  POSTED    
 OV0477  ___________________________________________________________________
 OV0477  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 OV0477  DYNAMIC HT  -        1522.760 (meters)    4995.92  (feet)  COMP
 OV0477  MODELED GRAV-     980,026.1   (mgal)                       NAVD 88
 OV0477
 OV0477  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OV0477
 OV0477.The horizontal coordinates were scaled from a topographic map and have
 OV0477.an estimated accuracy of +/- 6 seconds.
 OV0477
 OV0477.The orthometric height was determined by differential leveling
 OV0477.and adjusted by the National Geodetic Survey in 1992..
 OV0477.No vertical observational check was made to the station.
 OV0477.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OV0477.was located on a no-check spur therefore a value was not computed.
 OV0477
 OV0477.The geoid height was determined by GEOID03.
 OV0477
 OV0477.The dynamic height is computed by dividing the NAVD 88
 OV0477.geopotential number by the normal gravity value computed on the
 OV0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0477.degrees latitude (g = 980.6199 gals.).
 OV0477
 OV0477.The modeled gravity was interpolated from observed gravity values.
 OV0477
 OV0477;                    North         East    Units  Estimated Accuracy
 OV0477;SPC WYEC     -   430,100.      451,740.      MT  (+/- 180 meters Scaled)
 OV0477
 OV0477                          SUPERSEDED SURVEY CONTROL
 OV0477
 OV0477.No superseded survey control is available for this station.
 OV0477
 OV0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ629144(NAD 83)
 OV0477_MARKER: I = METAL ROD
 OV0477_SETTING: 0 = UNSPECIFIED SETTING
 OV0477_MARK LOGO: USGLO 
 OV0477_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0477+STABILITY: SURFACE MOTION
 OV0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0477+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1968
 OV0477
 OV0477  HISTORY     - Date     Condition        Report By
 OV0477  HISTORY     - 1968     MONUMENTED       USGLO
 OV0477  HISTORY     - 19680619 GOOD             USGS
 OV0477
 OV0477                          STATION DESCRIPTION
 OV0477
 OV0477'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0477'FROM BUCKNUM, WYOMING, PROCEED 0.6 MILES EA, AT CORNER SECTIONS
 OV0477'33-34/TOWNSHIP 41 NORTH/RANGE 82 WEST, 4 FEET SOUTH OF A FENCE, 1040
 OV0477'FEET EAST OF A CATTLEGUARD, A SECTION CORNER CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0411 ***********************************************************************
 OV0411  DESIGNATION -  T41N R93W SECS 35 36 SC
 OV0411  PID         -  OV0411
 OV0411  STATE/COUNTY-  WY/HOT SPRINGS
 OV0411  USGS QUAD   -  GUFFY PEAK (1952)
 OV0411
 OV0411                         *CURRENT SURVEY CONTROL
 OV0411  ___________________________________________________________________
 OV0411* NAD 83(1993)-  43 28 14.99946(N)    107 58 34.31794(W)     ADJUSTED  
 OV0411* NAVD 88     -      2364.     (meters)    7756.     (feet)  SCALED    
 OV0411  ___________________________________________________________________
 OV0411  LAPLACE CORR-           4.98  (seconds)                    DEFLEC99
 OV0411  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 OV0411
 OV0411  HORZ ORDER  -  SECOND
 OV0411
 OV0411.The horizontal coordinates were established by classical geodetic methods
 OV0411.and adjusted by the National Geodetic Survey in January 1997..
 OV0411
 OV0411.The orthometric height was scaled from a topographic map.
 OV0411
 OV0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0411
 OV0411.The geoid height was determined by GEOID03.
 OV0411
 OV0411;                    North         East     Units Scale Factor Converg.
 OV0411;SPC WYWC     -   330,249.689   662,608.729   MT  0.99998570   +0 31 56.6
 OV0411;UTM  13      - 4,817,405.678   259,269.432   MT  1.00031290   -2 02 54.8
 OV0411;UTM  12      - 4,817,544.508   744,580.990   MT  1.00033589   +2 04 52.9
 OV0411
 OV0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0411!SPC WYWC     -   0.99963143  x   0.99998570  =   0.99961714
 OV0411!UTM  13      -   0.99963143  x   1.00031290  =   0.99994422
 OV0411!UTM  12      -   0.99963143  x   1.00033589  =   0.99996720
 OV0411
 OV0411|---------------------------------------------------------------------|
 OV0411| PID    Reference Object                     Distance      Geod. Az  |
 OV0411|                                                           dddmmss.s |
 OV0411| OV0412 GLO 19 ECC                          202.600 METERS 17119     |
 OV0411| CP5401 GLO 19 RM 2                           9.348 METERS 26452     |
 OV0411|---------------------------------------------------------------------|
 OV0411
 OV0411                          SUPERSEDED SURVEY CONTROL
 OV0411
 OV0411  NAD 83(1986)-  43 28 14.98362(N)    107 58 34.32187(W) AD(       ) 2
 OV0411  NAD 27      -  43 28 15.14000(N)    107 58 31.99000(W) AD(       ) 2
 OV0411
 OV0411.Superseded values are not recommended for survey control.
 OV0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0411.See file dsdata.txt to determine how the superseded data were derived.
 OV0411
 OV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ5926917406(NAD 83)
 OV0411_MARKER: DD = SURVEY DISK
 OV0411_SETTING: 80 = SET IN A BOULDER
 OV0411_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OV0411
 OV0411  HISTORY     - Date     Condition        Report By
 OV0411  HISTORY     - 1931     MONUMENTED       USGLO
 OV0411
 OV0411                          STATION DESCRIPTION
 OV0411
 OV0411'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 OV0411'STANDARD CORNER OF SECS. 35 AND 36, T. 41 N., R. 93 W., SIXTH
 OV0411'PRINCIPAL MERIDIAN.  TO REACH FROM THERMOPOLIS, FOLLOW HIGHWAY
 OV0411'SOUTH, AT 4 MILES TURN LEFT AND FOLLOW UP BUFFALO CREEK, AT
 OV0411'13.5 MILES CROSS CATTLE GUARD, TURN SOUTH, AND PASS SMALL
 OV0411'BLACK HOUSE, AT 17.9 MILES CROSS TOP OF RIDGE, AT 18.5 MILES
 OV0411'TAKE LEFT FORK PASSING JUST SOUTH OF OLD CABIN, AT 19 MILES
 OV0411'TAKE RIGHT FORK, AND GO SOUTH ALONG WEST SIDE OF FENCE, AT
 OV0411'20.4 MILES PASS THROUGH GATE, AT 20.8 MILES PASS THROUGH
 OV0411'ANOTHER GATE, AT 21.7 MILES CROSS ANTELOPE CREEK, AT 21.9 MILES
 OV0411'TAKE RIGHT FORK, AT 22.1 MILES TURN RIGHT AT CROSSROADS
 OV0411'JUST NORTH OF 2 SMALL SHACKS AND FOLLOW OLD TRACKS WEST, AT
 OV0411'22.5 MILES LEAVE TRACKS, TURN LEFT, AND GO SOUTH ABOUT 1
 OV0411'MILE UP SPUR ON WEST SIDE OF SMALL DRAW TO TOP OF RIDGE
 OV0411'AND TIMBER.  MARKED BY STANDARD GENERAL LAND OFFICE STATION
 OV0411'DISK IN DRILL HOLE IN BOULDER.  REFERENCE MARK NO. 1,
 OV0411'IDENTICAL WITH G.L.O.  STATION 19 ECCENTRIC (SEE
 OV0411'DESCRIPTION THEREOF) IS STANDARD GENERAL LAND OFFICE
 OV0411'REFERENCE DISK IN DRILL HOLE IN BOULDER, 202.597 METERS
 OV0411'(664.69 FEET) FROM STATION S 08 DEG 41 MIN E.
 OV0411'REFERENCE MARK NO. 2 IS STANDARD GENERAL LAND OFFICE
 OV0411'STATION DISK IN BEDROCK, 9.348 METERS (30.67 FEET) FROM
 OV0411'STATION S 84 DEG 52 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0400 ***********************************************************************
 OU0400  DESIGNATION -  T44N R70W SECS 16 17 20 21
 OU0400  PID         -  OU0400
 OU0400  STATE/COUNTY-  WY/CAMPBELL
 OU0400  USGS QUAD   -  HILIGHT (1971)
 OU0400
 OU0400                         *CURRENT SURVEY CONTROL
 OU0400  ___________________________________________________________________
 OU0400* NAD 83(1993)-  43 46 54.37309(N)    105 16 53.22039(W)     ADJUSTED  
 OU0400* NAVD 88     -      1509.     (meters)    4951.     (feet)  SCALED    
 OU0400  ___________________________________________________________________
 OU0400  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 OU0400  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 OU0400
 OU0400  HORZ ORDER  -  SECOND
 OU0400
 OU0400.The horizontal coordinates were established by classical geodetic methods
 OU0400.and adjusted by the National Geodetic Survey in January 1997..
 OU0400
 OU0400.The orthometric height was scaled from a topographic map.
 OU0400
 OU0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0400
 OU0400.The geoid height was determined by GEOID03.
 OU0400
 OU0400;                    North         East     Units Scale Factor Converg.
 OU0400;SPC WY E     -   364,509.713   190,760.557   MT  0.99993855   -0 04 45.9
 OU0400;UTM  13      - 4,847,673.501   477,352.440   MT  0.99960631   -0 11 41.1
 OU0400
 OU0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0400!SPC WY E     -   0.99976579  x   0.99993855  =   0.99970436
 OU0400!UTM  13      -   0.99976579  x   0.99960631  =   0.99937220
 OU0400
 OU0400                          SUPERSEDED SURVEY CONTROL
 OU0400
 OU0400  NAD 83(1986)-  43 46 54.35392(N)    105 16 53.19332(W) AD(       ) 2
 OU0400  NAD 27      -  43 46 54.45300(N)    105 16 51.25000(W) AD(       ) 2
 OU0400
 OU0400.Superseded values are not recommended for survey control.
 OU0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0400.See file dsdata.txt to determine how the superseded data were derived.
 OU0400
 OU0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ7735247674(NAD 83)
 OU0400_MARKER: DS = TRIANGULATION STATION DISK
 OU0400_SETTING: 0 = UNSPECIFIED SETTING
 OU0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0400
 OU0400  HISTORY     - Date     Condition        Report By
 OU0400  HISTORY     - 1955     MONUMENTED       CGS
 OU0400
 OU0400                          STATION DESCRIPTION
 OU0400
 OU0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0400'MARK IS LOCATED ABOUT 35 MILES SOUTHEAST OF GILLETTE, 4 MILES
 OU0400'EAST OF THE OLD DOUGLAS-GILLETTE HIGHWAY AND 234.55 FEET
 OU0400'SOUTHWEST OF TRIANGULATION STATION HIDIVIDE.
 OU0400'
 OU0400'MARK IS A BRONZE DISK STAMPED, T 44 N, R 70 W, S16, S17, S20,
 OU0400'S21, RIVETED TO THE TOP OF A 1 INCH PIPE WHICH PROJECTS 10
 OU0400'INCHES ABOVE THE GROUND, AND ABOUT 10 FEET LOWER THAN
 OU0400'STATION HIDIVIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0298 ***********************************************************************
 OW0298  DESIGNATION -  T45N R98W SECS 35 36 SC
 OW0298  PID         -  OW0298
 OW0298  STATE/COUNTY-  WY/HOT SPRINGS
 OW0298  USGS QUAD   -  HAMILTON DOME (1985)
 OW0298
 OW0298                         *CURRENT SURVEY CONTROL
 OW0298  ___________________________________________________________________
 OW0298* NAD 83(1993)-  43 48 58.14163(N)    108 34 13.50944(W)     ADJUSTED  
 OW0298* NAVD 88     -      1605.1    (meters)    5266.     (feet)  VERTCON   
 OW0298  ___________________________________________________________________
 OW0298  LAPLACE CORR-         -11.72  (seconds)                    DEFLEC99
 OW0298  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 OW0298
 OW0298  HORZ ORDER  -  SECOND
 OW0298
 OW0298.The horizontal coordinates were established by classical geodetic methods
 OW0298.and adjusted by the National Geodetic Survey in January 1997..
 OW0298
 OW0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0298
 OW0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0298
 OW0298.The geoid height was determined by GEOID03.
 OW0298
 OW0298;                    North         East     Units Scale Factor Converg.
 OW0298;SPC WYWC     -   368,338.666   614,446.985   MT  0.99994007   +0 07 27.6
 OW0298;SPC WYEC     -   469,066.908   300,478.058   MT  1.00005928   -0 51 23.6
 OW0298;UTM  12      - 4,854,322.494   695,392.466   MT  1.00006960   +1 40 57.5
 OW0298
 OW0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0298!SPC WYWC     -   0.99975029  x   0.99994007  =   0.99969038
 OW0298!SPC WYEC     -   0.99975029  x   1.00005928  =   0.99980956
 OW0298!UTM  12      -   0.99975029  x   1.00006960  =   0.99981987
 OW0298
 OW0298|---------------------------------------------------------------------|
 OW0298| PID    Reference Object                     Distance      Geod. Az  |
 OW0298|                                                           dddmmss.s |
 OW0298| CP5399 GLO 18 RM 1                          35.642 METERS 04958     |
 OW0298| CP6598 SCHOOL HOUSE CHIMNEY HALF MI                       0864924.6 |
 OW0298| CP5400 GLO 18 RM 2                          33.652 METERS 31230     |
 OW0298|---------------------------------------------------------------------|
 OW0298
 OW0298                          SUPERSEDED SURVEY CONTROL
 OW0298
 OW0298  NAD 83(1986)-  43 48 58.12813(N)    108 34 13.50815(W) AD(       ) 2
 OW0298  NAD 27      -  43 48 58.28600(N)    108 34 11.10200(W) AD(       ) 2
 OW0298  NGVD 29 (07/19/86) 1604.1    (m)         5263.     (f) VERT ANG       
 OW0298
 OW0298.Superseded values are not recommended for survey control.
 OW0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0298.See file dsdata.txt to determine how the superseded data were derived.
 OW0298
 OW0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP9539254322(NAD 83)
 OW0298_MARKER: DD = SURVEY DISK
 OW0298_SETTING: 0 = UNSPECIFIED SETTING
 OW0298
 OW0298  HISTORY     - Date     Condition        Report By
 OW0298  HISTORY     - 1931     MONUMENTED       USGLO
 OW0298  HISTORY     - 1943     GOOD             CGS
 OW0298
 OW0298                          STATION DESCRIPTION
 OW0298
 OW0298'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 OW0298'STANDARD CORNER SECS. 35 AND 36, T. 45 N., R. 98 W., SIXTH
 OW0298'PRINCIPAL MERIDIAN, ABOUT 21 MILES NORTHWEST OF THERMOPOLIS, ABOUT
 OW0298'0.3 MILE WEST OF SMALL SCHOOLHOUSE, UNDER EAST-AND-WEST FENCE
 OW0298'ON SOUTH SIDE OF DIRT ROAD GOING WEST FROM SCHOOL.  TO REACH
 OW0298'FROM THERMOPOLIS GO WEST ON MAIN ROAD, AT 5 MILES (WHERE THERE
 OW0298'IS BROWN SCHOOLHOUSE NORTH) TAKE RIGHT ROAD, AT 12 MILES TURN
 OW0298'NORTH, FOLLOW ROAD TO HAMILTON DOME, AT 17.6 MILES (WHERE THERE
 OW0298'IS INTERSECTION OF FIVE ROADS), GO STRAIGHT AHEAD ON ROAD UP
 OW0298'HILL, AT 22 MILES FOLLOW ROAD TO NORTHEAST, THROUGH OIL FIELD
 OW0298'AND DOWN INTO COTTONWOOD CREEK, AT 25.6 MILES (NORTH END OF
 OW0298'LANE), TURN WEST, AND GO 0.1 MILE TO STATION.  MARKED BY STANDARD
 OW0298'GENERAL LAND OFFICE STATION DISK IN CONCRETE.  REFERENCE
 OW0298'MARKS ARE STANDARD GENERAL LAND OFFICE REFERENCE DISKS IN
 OW0298'CONCRETE.  NO. 1 IS 35.642 METERS (116.94 FEET) FROM STATION
 OW0298'N 49 DEG 58 MIN E.  NO. 2 IS 33.652 METERS (110.41
 OW0298'FEET) FROM STATION N 47 DEG 30 MIN W.  BEARING FROM
 OW0298'STATION TO SCHOOLHOUSE CHIMNEY, DISTANT ABOUT 1/2 MILE, IS
 OW0298'N 86 DEG 49 MIN E.
 OW0298
 OW0298                          STATION RECOVERY (1943)
 OW0298
 OW0298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (COS)
 OW0298'DESCRIPTION OF STATION IS SATISFACTORY.
 OW0298'
 OW0298'A SIMPLE AND EFFECTIVE ROUTE WOULD BE TO FOLLOW STATE HIGHWAY
 OW0298'120 OUT OF THERMOPOLIS TO CROSSING OF COTTONWOOD CREEK.  GO W,
 OW0298'ON ROAD WHICH RUNS ON S SIDE OF CREEK, APPROXIMATELY 7 MILES
 OW0298'TO STATION.
 OW0298'
 OW0298'STATION AND REFERENCE MARKS IN GOOD CONDITION, ALSO AZIMUTH
 OW0298'MARK AT SCHOOLHOUSE IS INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0489 ***********************************************************************
 PV0489  DESIGNATION -  T48N R64 63W SECS 1 6 CC
 PV0489  PID         -  PV0489
 PV0489  STATE/COUNTY-  WY/CROOK
 PV0489  USGS QUAD   -  SHELDON CREEK (1984)
 PV0489
 PV0489                         *CURRENT SURVEY CONTROL
 PV0489  ___________________________________________________________________
 PV0489* NAD 83(1993)-  44 10 50.59987(N)    104 28 37.19420(W)     ADJUSTED  
 PV0489* NAVD 88     -      1447.6    (meters)    4749.     (feet)  VERTCON   
 PV0489  ___________________________________________________________________
 PV0489  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 PV0489  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 PV0489
 PV0489  HORZ ORDER  -  SECOND
 PV0489
 PV0489.The horizontal coordinates were established by classical geodetic methods
 PV0489.and adjusted by the National Geodetic Survey in January 1997..
 PV0489
 PV0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0489
 PV0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0489
 PV0489.The geoid height was determined by GEOID03.
 PV0489
 PV0489;                    North         East     Units Scale Factor Converg.
 PV0489;SPC WY E     -   409,060.135   255,144.080   MT  0.99997489   +0 28 50.4
 PV0489;UTM  13      - 4,892,078.545   541,803.720   MT  0.99962149   +0 21 52.2
 PV0489
 PV0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0489!SPC WY E     -   0.99977522  x   0.99997489  =   0.99975011
 PV0489!UTM  13      -   0.99977522  x   0.99962149  =   0.99939679
 PV0489
 PV0489                          SUPERSEDED SURVEY CONTROL
 PV0489
 PV0489  NAD 83(1986)-  44 10 50.59490(N)    104 28 37.18736(W) AD(       ) 2
 PV0489  NAD 27      -  44 10 50.65000(N)    104 28 35.37000(W) AD(       ) 2
 PV0489  NGVD 29 (07/19/86) 1447.0    (m)         4747.     (f) VERT ANG       
 PV0489
 PV0489.Superseded values are not recommended for survey control.
 PV0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0489.See file dsdata.txt to determine how the superseded data were derived.
 PV0489
 PV0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ4180492079(NAD 83)
 PV0489_MARKER: Z = SEE DESCRIPTION
 PV0489_SETTING: 0 = UNSPECIFIED SETTING
 PV0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0489
 PV0489  HISTORY     - Date     Condition        Report By
 PV0489  HISTORY     - 1925     MONUMENTED       CGS
 PV0489
 PV0489                          STATION DESCRIPTION
 PV0489
 PV0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PV0489'PUBLIC LAND SURVEY MONUMENT.  TYPE OF MARK NOT REPORTED.
 PV0489'G.L.O. STATION 3 IS 53.967 METERS
 PV0489'(177.06 FEET) FROM STATION N 89 DEG 40 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0547 ***********************************************************************
 PW0547  DESIGNATION -  T49 50N R93 92W SECS 1 6 31 36
 PW0547  PID         -  PW0547
 PW0547  STATE/COUNTY-  WY/BIG HORN
 PW0547  USGS QUAD   -  MANDERSON (1978)
 PW0547
 PW0547                         *CURRENT SURVEY CONTROL
 PW0547  ___________________________________________________________________
 PW0547* NAD 83(1993)-  44 15 18.32374(N)    107 58 11.62220(W)     ADJUSTED  
 PW0547* NAVD 88     -      1213.     (meters)    3980.     (feet)  SCALED    
 PW0547  ___________________________________________________________________
 PW0547  LAPLACE CORR-           8.73  (seconds)                    DEFLEC99
 PW0547  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 PW0547
 PW0547  HORZ ORDER  -  SECOND
 PW0547
 PW0547.The horizontal coordinates were established by classical geodetic methods
 PW0547.and adjusted by the National Geodetic Survey in January 1997..
 PW0547
 PW0547.The orthometric height was scaled from a topographic map.
 PW0547
 PW0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0547
 PW0547.The geoid height was determined by GEOID03.
 PW0547
 PW0547;                    North         East     Units Scale Factor Converg.
 PW0547;SPC WYEC     -   517,288.865   349,166.212   MT  0.99996927   -0 26 39.3
 PW0547;UTM  13      - 4,904,495.807   262,910.937   MT  1.00029136   -2 04 24.7
 PW0547;UTM  12      - 4,904,671.604   741,895.785   MT  1.00031968   +2 06 56.1
 PW0547
 PW0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0547!SPC WYEC     -   0.99981189  x   0.99996927  =   0.99978117
 PW0547!UTM  13      -   0.99981189  x   1.00029136  =   1.00010319
 PW0547!UTM  12      -   0.99981189  x   1.00031968  =   1.00013151
 PW0547
 PW0547|---------------------------------------------------------------------|
 PW0547| PID    Reference Object                     Distance      Geod. Az  |
 PW0547|                                                           dddmmss.s |
 PW0547| CQ6616 GLO 16 RM 1                          14.478 METERS 04433     |
 PW0547| PW0543 WORLAND                             APPROX.24.5 KM 1564332.0 |
 PW0547| CQ6617 GLO 16 RM 2                          14.493 METERS 22425     |
 PW0547|---------------------------------------------------------------------|
 PW0547
 PW0547                          SUPERSEDED SURVEY CONTROL
 PW0547
 PW0547  NAD 83(1986)-  44 15 18.31269(N)    107 58 11.61773(W) AD(       ) 2
 PW0547  NAD 27      -  44 15 18.46500(N)    107 58 09.26700(W) AD(       ) 2
 PW0547
 PW0547.Superseded values are not recommended for survey control.
 PW0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0547.See file dsdata.txt to determine how the superseded data were derived.
 PW0547
 PW0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK6291104496(NAD 83)
 PW0547_MARKER: DD = SURVEY DISK
 PW0547_SETTING: 0 = UNSPECIFIED SETTING
 PW0547
 PW0547  HISTORY     - Date     Condition        Report By
 PW0547  HISTORY     - 1931     MONUMENTED       USGLO
 PW0547
 PW0547                          STATION DESCRIPTION
 PW0547
 PW0547'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 PW0547'ABOUT 3/4 MILE SOUTHWEST OF MANDERSON, AT CORNER COMMON TO
 PW0547'SECS. 6, 1, 31, AND 36. TPS. 49 AND 50 N., RS. 92 AND 93 W.,
 PW0547'SIXTH PRINCIPAL MERIDIAN, AND AT INTERSECTION OF ROAD AND LANE.
 PW0547'TO REACH FROM MANDERSON DEPOT FOLLOW HIGHWAY 0.5 MILE, TURN
 PW0547'SHARP LEFT, GO UP HILL AND SOUTH 0.8 MILE TO STATION.  MARKED
 PW0547'BY STANDARD GENERAL LAND OFFICE STATION DISK IN CONCRETE, 8
 PW0547'INCHES BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD
 PW0547'GENERAL LAND OFFICE REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 PW0547'14.48 METERS (47.5 FEET) FROM STATION N 44 DEG 34 MIN E.
 PW0547'MIN.  NO. 2 IS 14.494 METERS (47.55 FEET) FROM STATION
 PW0547'S 44 DEG 25 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0373 ***********************************************************************
 PX0373  DESIGNATION -  T49N R100W SEC 36 1/4 COR SOUTH
 PX0373  PID         -  PX0373
 PX0373  STATE/COUNTY-  WY/PARK
 PX0373  USGS QUAD   -  MEETEETSE EAST (1985)
 PX0373
 PX0373                         *CURRENT SURVEY CONTROL
 PX0373  ___________________________________________________________________
 PX0373* NAD 83(1993)-  44 10 07.89502(N)    108 49 31.22800(W)     ADJUSTED  
 PX0373* NAVD 88     -      1986.9    (meters)    6519.     (feet)  VERTCON   
 PX0373  ___________________________________________________________________
 PX0373  LAPLACE CORR-         -12.98  (seconds)                    DEFLEC99
 PX0373  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 PX0373
 PX0373  HORZ ORDER  -  FIRST
 PX0373
 PX0373.The horizontal coordinates were established by classical geodetic methods
 PX0373.and adjusted by the National Geodetic Survey in January 1997..
 PX0373
 PX0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0373
 PX0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0373
 PX0373.The geoid height was determined by GEOID03.
 PX0373
 PX0373;                    North         East     Units Scale Factor Converg.
 PX0373;SPC WYWC     -   407,513.569   593,974.718   MT  0.99993795   -0 03 09.0
 PX0373;UTM  12      - 4,892,927.483   673,857.372   MT  0.99997176   +1 30 56.3
 PX0373
 PX0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0373!SPC WYWC     -   0.99969039  x   0.99993795  =   0.99962836
 PX0373!UTM  12      -   0.99969039  x   0.99997176  =   0.99966216
 PX0373
 PX0373:                Primary Azimuth Mark                     Grid Az
 PX0373:SPC WYWC     -  GLO 17 AZ MK                             042 10 35.9
 PX0373:UTM  12      -  GLO 17 AZ MK                             040 36 30.6
 PX0373
 PX0373|---------------------------------------------------------------------|
 PX0373| PID    Reference Object                     Distance      Geod. Az  |
 PX0373|                                                           dddmmss.s |
 PX0373| CQ6618 GLO 17 AZ MK                                       0420726.9 |
 PX0373| CQ6619 GLO 17 RM 1                          33.299 METERS 04916     |
 PX0373| CQ6620 GLO 17 RM 2                          34.848 METERS 31010     |
 PX0373|---------------------------------------------------------------------|
 PX0373
 PX0373                          SUPERSEDED SURVEY CONTROL
 PX0373
 PX0373  NAD 83(1986)-  44 10 07.88552(N)    108 49 31.22040(W) AD(       ) 1
 PX0373  NAD 27      -  44 10 08.05300(N)    108 49 28.75300(W) AD(       ) 1
 PX0373  NGVD 29 (07/19/86) 1985.8    (m)         6515.     (f) VERT ANG       
 PX0373
 PX0373.Superseded values are not recommended for survey control.
 PX0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0373.See file dsdata.txt to determine how the superseded data were derived.
 PX0373
 PX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP7385792927(NAD 83)
 PX0373_MARKER: DD = SURVEY DISK
 PX0373_SETTING: 0 = UNSPECIFIED SETTING
 PX0373
 PX0373  HISTORY     - Date     Condition        Report By
 PX0373  HISTORY     - 1931     MONUMENTED       USGLO
 PX0373  HISTORY     - 1950     GOOD             CGS
 PX0373  HISTORY     - 1954     GOOD             USGS
 PX0373
 PX0373                          STATION DESCRIPTION
 PX0373
 PX0373'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 PX0373'STANDARD QUARTER-SECTION CORNER SEC. 36, T. 49 N., R. 100 W.,
 PX0373'SIXTH PRINCIPAL MERIDIAN.  TO REACH FROM MEETEETSE GO NORTHEAST
 PX0373'ON ROAD 9 MILES DOWN GREY BULL RIVER VALLEY, TURN SOUTH, CROSS
 PX0373'RED BRIDGE OVER RIVER, TURN LEFT, FOLLOW ROAD SOUTHEAST ABOUT
 PX0373'1/4 MILE TO SLEEPER RANCH, GO SOUTH THROUGH 3 GATES AND CONTINUE
 PX0373'ON THIS LITTLE-USED ROAD.  AT 3 MILES FROM BRIDGE TAKE RIGHT
 PX0373'FORK, AT 4.7 MILES TAKE LEFT FORK, AT 5.1 MILES PASS THROUGH
 PX0373'GATE, AT 7.9 MILES PASS THROUGH ANOTHER GATE, AT 8.0 MILES
 PX0373'TAKE LEFT FORK, CROSS NORTH-AND-SOUTH ROAD, CONTINUE
 PX0373'SOUTHWEST ALONG DIM ROAD UP STEEP PITCH TO TOP OF RIDGE, TURN
 PX0373'LEFT AND FOLLOW DIM ROCKY ROAD SOUTHWEST ALONG TOP OF RIDGE
 PX0373'TO STATION, 10 MILES FROM BRIDGE AND 8 YARDS WEST OF HIGH
 PX0373'GATE POST IN EAST-AND-WEST FENCE.  MARKED BY STANDARD GENERAL
 PX0373'LAND OFFICE STATION DISK IN CONCRETE.  REFERENCE MARKS ARE
 PX0373'STANDARD GENERAL LAND OFFICE REFERENCE DISKS IN CONCRETE.
 PX0373'NO. 1 IS 33.297 METERS (109.24 FEET) FROM STATION.
 PX0373'NO. 2 IS 34.846 METERS (114.32 FEET) FROM STATION.
 PX0373
 PX0373                          STATION RECOVERY (1950)
 PX0373
 PX0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0373'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1931 AND THE
 PX0373'STATION MARK AND BOTH REFERENCE MARKS WERE FOUND IN GOOD
 PX0373'CONDITION.  AN AZIMUTH MARK WAS SET BY THIS PARTY.  DUE TO ROAD
 PX0373'CHANGES IN THE VICINITY, A COMPLETE DESCRIPTION FOLLOWS--
 PX0373'
 PX0373'THE STATION IS LOCATED ALONG THE NORTHWESTERN EDGE OF A PROMINENT
 PX0373'RIDGE, ABOUT 1 MILE NORTHEAST OF MEETEETSE.  THE MARK IS 19 FEET
 PX0373'WEST OF A DIM TRACK ROAD AND 2 FEET NORTH OF A FENCE.  IT IS A
 PX0373'STANDARD U.S. GENERAL LAND OFFICE SURVEY BRONZE DISK SET IN A
 PX0373'14-INCH CONCRETE POST, PROJECTS 1 INCH, AND IS STAMPED SC T 49
 PX0373'WR 100-1/4 S 36 1931.
 PX0373'
 PX0373'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MEETEETSE,
 PX0373'GO SOUTHEAST ON STATE HIGHWAY 120 FOR 2.7 MILES TO THE TOP OF THE
 PX0373'GRADE AND A GATE ON THE LEFT.  TURN LEFT, NORTHERLY, AND FOLLOW
 PX0373'A TRACK ROAD UP A STEEP CANYON FOR 0.7 MILE TO THE TOP OF THE
 PX0373'RIDGE AND A FORK.  TURN LEFT, NORTHWESTERLY, AND FOLLOW A DIM
 PX0373'TRACK ROAD AROUND THE EDGE OF THE RIDGE FOR 2.6 MILES TO THE
 PX0373'STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE
 PX0373'STATION.  CONTINUE NORTHERLY ON THE DIM TRACK ROAD FOR 0.4 MILE
 PX0373'TO THE AZIMUTH ON THE LEFT.
 PX0373'
 PX0373'REFERENCE MARK NO. 1 IS 74 FEET NORTH OF THE FENCE AND 42 FEET
 PX0373'EAST OF THE DIM TRACK ROAD.  THE MARK IS A STANDARD G.L.O.
 PX0373'DISK SET IN A 12-INCH SQUARE CONCRETE POST, PROJECTS 1 INCH, AND
 PX0373'IS STAMPED REFERENCE NO 1 1931.
 PX0373'
 PX0373'REFERENCE MARK NO. 2 IS 75 FEET NORTH OF THE FENCE.  THE MARK IS A
 PX0373'STANDARD BRONZE DISK SET IN A 12-INCH SQUARE CONCRETE POST,
 PX0373'PROJECTS 1 INCH, AND IS STAMPED REFERENCE NO 2 1931.
 PX0373'
 PX0373'THE AZIMUTH MARK IS 49 FEET WEST OF THE DIM TRACK ROAD AND 3 FEET
 PX0373'SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 1 INCH, IS
 PX0373'DESCRIBED BY NOTE 11B, AND THE DISK IS STAMPED G.L.O. STATION 17
 PX0373'1950.
 PX0373'
 PX0373'A FOUR WHEEL DRIVE TRUCK IS NEEDED TO REACH THE STATION.
 PX0373
 PX0373                          STATION RECOVERY (1954)
 PX0373
 PX0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 PX0373'RECOVERED.
 PX0373'
 PX0373'STATION MARK - A STANDARD GENERAL LAND OFFICE SURVEY BRONZE DISK SET
 PX0373'IN A 14 IN. CONCRETE POST, PROJECTING 1 IN. AND IS STAMPED
 PX0373'---SC. T.49 WR. 100 1/4 S. 36 1931.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0491 ***********************************************************************
 PV0491  DESIGNATION -  T49N R64 63W SECS 31 36=GLO 3
 PV0491  PID         -  PV0491
 PV0491  STATE/COUNTY-  WY/CROOK
 PV0491  USGS QUAD   -  SHELDON CREEK (1984)
 PV0491
 PV0491                         *CURRENT SURVEY CONTROL
 PV0491  ___________________________________________________________________
 PV0491* NAD 83(1993)-  44 10 50.61010(N)    104 28 34.76103(W)     ADJUSTED  
 PV0491* NAVD 88     -      1450.6    (meters)    4759.     (feet)  VERTCON   
 PV0491  ___________________________________________________________________
 PV0491  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 PV0491  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 PV0491
 PV0491  HORZ ORDER  -  SECOND
 PV0491
 PV0491.The horizontal coordinates were established by classical geodetic methods
 PV0491.and adjusted by the National Geodetic Survey in January 1997..
 PV0491
 PV0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0491
 PV0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0491
 PV0491.The geoid height was determined by GEOID03.
 PV0491
 PV0491;                    North         East     Units Scale Factor Converg.
 PV0491;SPC WY E     -   409,060.904   255,198.119   MT  0.99997496   +0 28 52.1
 PV0491;UTM  13      - 4,892,079.205   541,857.741   MT  0.99962155   +0 21 53.9
 PV0491
 PV0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0491!SPC WY E     -   0.99977475  x   0.99997496  =   0.99974971
 PV0491!UTM  13      -   0.99977475  x   0.99962155  =   0.99939638
 PV0491
 PV0491|---------------------------------------------------------------------|
 PV0491| PID    Reference Object                     Distance      Geod. Az  |
 PV0491|                                                           dddmmss.s |
 PV0491| PV0490 GLO 3 RM                            111.147 METERS 23016     |
 PV0491| PV0489 T48N R64 63W SECS 1 6 CC             54.046 METERS 26940     |
 PV0491|---------------------------------------------------------------------|
 PV0491
 PV0491                          SUPERSEDED SURVEY CONTROL
 PV0491
 PV0491  NAD 83(1986)-  44 10 50.60513(N)    104 28 34.75418(W) AD(       ) 2
 PV0491  NAD 27      -  44 10 50.66000(N)    104 28 32.94000(W) AD(       ) 2
 PV0491  NGVD 29 (07/19/86) 1450.0    (m)         4757.     (f) VERT ANG       
 PV0491
 PV0491.Superseded values are not recommended for survey control.
 PV0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0491.See file dsdata.txt to determine how the superseded data were derived.
 PV0491
 PV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ4185892079(NAD 83)
 PV0491_MARKER: DD = SURVEY DISK
 PV0491_SETTING: 80 = SET IN A BOULDER
 PV0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0491+STABILITY: SURFACE MOTION
 PV0491
 PV0491  HISTORY     - Date     Condition        Report By
 PV0491  HISTORY     - 1925     MONUMENTED       USGLO
 PV0491
 PV0491                          STATION DESCRIPTION
 PV0491
 PV0491'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PV0491'PUBLIC LAND SURVEY MONUMENT WHICH MARKS STANDARD CORNER OF SECS.
 PV0491'31 AND 36, TPS. 49 N., RS. 63 AND 64 W., SIXTH PRINCIPAL MERIDIAN.
 PV0491'MARKED BY BRASS DISK IN GRANITE BOULDER.  REFERENCE MARK (IDENTICAL
 PV0491'WITH G.L.O. STATION 3 ECCENTRIC) IS 110.913 METERS (363.89
 PV0491'FEET) FROM STATION S 50 DEG 16 MIN W.  TPS. 4S N.,
 PV0491'RS. 63 AND 64 W., SECS. 1 AND 6, CLOSING CORNER
 PV0491'53.967 METERS (177.06 FEET) DISTANT, IS S 89 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0562 ***********************************************************************
 PV0562  DESIGNATION -  T49N R74 73W SECS 31 36 SC
 PV0562  PID         -  PV0562
 PV0562  STATE/COUNTY-  WY/CAMPBELL
 PV0562  USGS QUAD   -  FOUR BAR J RANCH (1971)
 PV0562
 PV0562                         *CURRENT SURVEY CONTROL
 PV0562  ___________________________________________________________________
 PV0562* NAD 83(1993)-  44 10 18.57005(N)    105 41 33.40564(W)     ADJUSTED  
 PV0562* NAVD 88     -      1509.7    (meters)    4953.     (feet)  VERTCON   
 PV0562  ___________________________________________________________________
 PV0562  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 PV0562  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0562
 PV0562  HORZ ORDER  -  SECOND
 PV0562
 PV0562.The horizontal coordinates were established by classical geodetic methods
 PV0562.and adjusted by the National Geodetic Survey in January 1997..
 PV0562
 PV0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0562
 PV0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0562
 PV0562.The geoid height was determined by GEOID03.
 PV0562
 PV0562;                    North         East     Units Scale Factor Converg.
 PV0562;SPC WY E     -   407,974.794   157,940.415   MT  0.99995925   -0 21 59.4
 PV0562;UTM  13      - 4,891,190.557   444,630.860   MT  0.99963770   -0 28 57.5
 PV0562
 PV0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0562!SPC WY E     -   0.99976558  x   0.99995925  =   0.99972484
 PV0562!UTM  13      -   0.99976558  x   0.99963770  =   0.99940336
 PV0562
 PV0562|---------------------------------------------------------------------|
 PV0562| PID    Reference Object                     Distance      Geod. Az  |
 PV0562|                                                           dddmmss.s |
 PV0562| PV0563 GLO 7 RM 1                           48.107 METERS 01642     |
 PV0562| PV0561 GLO 7 RM 2                           16.074 METERS 31745     |
 PV0562|---------------------------------------------------------------------|
 PV0562
 PV0562                          SUPERSEDED SURVEY CONTROL
 PV0562
 PV0562  NAD 83(1986)-  44 10 18.55513(N)    105 41 33.37473(W) AD(       ) 2
 PV0562  NAD 27      -  44 10 18.59000(N)    105 41 31.36000(W) AD(       ) 2
 PV0562  NGVD 29 (07/19/86) 1509.0    (m)         4951.     (f) VERT ANG       
 PV0562
 PV0562.Superseded values are not recommended for survey control.
 PV0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0562.See file dsdata.txt to determine how the superseded data were derived.
 PV0562
 PV0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ4463191191(NAD 83)
 PV0562_MARKER: DD = SURVEY DISK
 PV0562_SETTING: 0 = UNSPECIFIED SETTING
 PV0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0562
 PV0562  HISTORY     - Date     Condition        Report By
 PV0562  HISTORY     - 1925     MONUMENTED       USGLO
 PV0562
 PV0562                          STATION DESCRIPTION
 PV0562
 PV0562'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PV0562'PUBLIC LAND SURVEY MONUMENT WHICH IS CORNER OF SECS. 31 AND 36,
 PV0562'TPS. 49 N., RS. 73 AND 74 W., SIXTH PRINCIPAL MERIDIAN.  MARKED
 PV0562'BY BRASS DISK IN CONCRETE.  REFERENCE MARK NO. 1 IS IDENTICAL
 PV0562'WITH G.L.O. STATION 7 ECCENTRIC
 PV0562'AND IS 47.979 METERS (157.41 FEET) FROM STATION N 16 DEG 42 MIN E.
 PV0562'REFERENCE MARK NO. 2 IS 16.074 METERS (52.74
 PV0562'FEET) FROM STATION N 42 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0456 ***********************************************************************
 PW0456  DESIGNATION -  T50 51N R76W SECS 6 31 CC
 PW0456  PID         -  PW0456
 PW0456  STATE/COUNTY-  WY/JOHNSON
 PW0456  USGS QUAD   -  SOMERVILLE FLATS EAST (1972)
 PW0456
 PW0456                         *CURRENT SURVEY CONTROL
 PW0456  ___________________________________________________________________
 PW0456* NAD 83(1993)-  44 20 36.02370(N)    106 03 28.84880(W)     ADJUSTED  
 PW0456* NAVD 88     -      1327.     (meters)    4354.     (feet)  SCALED    
 PW0456  ___________________________________________________________________
 PW0456  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 PW0456  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 PW0456
 PW0456  HORZ ORDER  -  SECOND
 PW0456
 PW0456.The horizontal coordinates were established by classical geodetic methods
 PW0456.and adjusted by the National Geodetic Survey in January 1997..
 PW0456
 PW0456.The orthometric height was scaled from a topographic map.
 PW0456
 PW0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0456
 PW0456.The geoid height was determined by GEOID03.
 PW0456
 PW0456;                    North         East     Units Scale Factor Converg.
 PW0456;SPC WYEC     -   527,688.460   501,690.684   MT  1.00006463   +0 53 29.3
 PW0456;SPC WY E     -   427,283.784   128,926.390   MT  0.99999960   -0 37 22.9
 PW0456;UTM  13      - 4,910,552.277   415,665.277   MT  0.99968747   -0 44 22.4
 PW0456
 PW0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0456!SPC WYEC     -   0.99979431  x   1.00006463  =   0.99985893
 PW0456!SPC WY E     -   0.99979431  x   0.99999960  =   0.99979391
 PW0456!UTM  13      -   0.99979431  x   0.99968747  =   0.99948185
 PW0456
 PW0456                          SUPERSEDED SURVEY CONTROL
 PW0456
 PW0456  NAD 83(1986)-  44 20 36.00616(N)    106 03 28.81531(W) AD(       ) 2
 PW0456  NAD 27      -  44 20 36.08000(N)    106 03 26.73000(W) AD(       ) 2
 PW0456
 PW0456.Superseded values are not recommended for survey control.
 PW0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0456.See file dsdata.txt to determine how the superseded data were derived.
 PW0456
 PW0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK1566510552(NAD 83)
 PW0456_MARKER: I = METAL ROD
 PW0456_SETTING: 0 = UNSPECIFIED SETTING
 PW0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0456
 PW0456  HISTORY     - Date     Condition        Report By
 PW0456  HISTORY     - 1925     MONUMENTED       USGLO
 PW0456
 PW0456                          STATION DESCRIPTION
 PW0456
 PW0456'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PW0456'PUBLIC LAND SURVEY MONUMENT WHICH IS CORNER OF SECS. 31 AND 6,
 PW0456'TPS. 50 AND 51 N., R. 76 W., SIXTH PRINCIPAL MERIDIAN.  MARKED
 PW0456'BY 3-INCH IRON POST IN CONCRETE.  BEARING FROM STATION TO
 PW0456'G.L.O. STATION 8 A (SEE DESCRIPTION THEREOF), 39.942 METERS
 PW0456'(131.04 FEET) DISTANT, S 00 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0455 ***********************************************************************
 PW0455  DESIGNATION -  T50 51N R77W SECS 1 36 CC
 PW0455  PID         -  PW0455
 PW0455  STATE/COUNTY-  WY/JOHNSON
 PW0455  USGS QUAD   -  SOMERVILLE FLATS EAST (1972)
 PW0455
 PW0455                         *CURRENT SURVEY CONTROL
 PW0455  ___________________________________________________________________
 PW0455* NAD 83(1993)-  44 20 37.31770(N)    106 03 28.86116(W)     ADJUSTED  
 PW0455* NAVD 88     -      1397.     (meters)    4583.     (feet)  SCALED    
 PW0455  ___________________________________________________________________
 PW0455  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 PW0455  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 PW0455
 PW0455  HORZ ORDER  -  SECOND
 PW0455
 PW0455.The horizontal coordinates were established by classical geodetic methods
 PW0455.and adjusted by the National Geodetic Survey in January 1997..
 PW0455
 PW0455.The orthometric height was scaled from a topographic map.
 PW0455
 PW0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0455
 PW0455.The geoid height was determined by GEOID03.
 PW0455
 PW0455;                    North         East     Units Scale Factor Converg.
 PW0455;SPC WYEC     -   527,728.394   501,689.788   MT  1.00006463   +0 53 29.3
 PW0455;SPC WY E     -   427,323.726   128,926.551   MT  0.99999960   -0 37 23.0
 PW0455;UTM  13      - 4,910,592.206   415,665.519   MT  0.99968747   -0 44 22.4
 PW0455
 PW0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0455!SPC WYEC     -   0.99978334  x   1.00006463  =   0.99984796
 PW0455!SPC WY E     -   0.99978334  x   0.99999960  =   0.99978294
 PW0455!UTM  13      -   0.99978334  x   0.99968747  =   0.99947088
 PW0455
 PW0455:                Primary Azimuth Mark                     Grid Az
 PW0455:SPC WYEC     -  GLO 8 A RM 1                             108 39 42.7
 PW0455:SPC WY E     -  GLO 8 A RM 1                             110 10 35.0
 PW0455:UTM  13      -  GLO 8 A RM 1                             110 17 34.4
 PW0455
 PW0455|---------------------------------------------------------------------|
 PW0455| PID    Reference Object                     Distance      Geod. Az  |
 PW0455|                                                           dddmmss.s |
 PW0455| PW0454 GLO 8 A RM 1                        APPROX. 0.7 KM 1093312.0 |
 PW0455| PW0453 GLO 8 A RM 2                        265.921 METERS 14741     |
 PW0455| PW0456 T50 51N R76W SECS 6 31 CC            39.942 METERS 17936     |
 PW0455|---------------------------------------------------------------------|
 PW0455
 PW0455                          SUPERSEDED SURVEY CONTROL
 PW0455
 PW0455  NAD 83(1986)-  44 20 37.30016(N)    106 03 28.82769(W) AD(       ) 2
 PW0455  NAD 27      -  44 20 37.37000(N)    106 03 26.74000(W) AD(       ) 2
 PW0455
 PW0455.Superseded values are not recommended for survey control.
 PW0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0455.See file dsdata.txt to determine how the superseded data were derived.
 PW0455
 PW0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK1566610592(NAD 83)
 PW0455_MARKER: I = METAL ROD
 PW0455_SETTING: 0 = UNSPECIFIED SETTING
 PW0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0455
 PW0455  HISTORY     - Date     Condition        Report By
 PW0455  HISTORY     - 1925     MONUMENTED       USGLO
 PW0455
 PW0455                          STATION DESCRIPTION
 PW0455
 PW0455'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PW0455'PUBLIC LAND SURVEY MONUMENT WHICH IS CLOSING CORNER OF SECS.
 PW0455'1 AND 36, TPS. 50 AND 51 N., R. 77 W., SIXTH PRINCIPAL MERIDIAN.
 PW0455'MARKED BY 3-INCH IRON POST IN CONCRETE.  REFERENCE MARK NO. 1
 PW0455'IS IDENTICAL WITH G.L.O. STATION 8 A ECCENTRIC (SEE DESCRIPTION
 PW0455'THEREOF) AND IS 655.8 METERS (2,152 FEET) FROM STATION
 PW0455'S 70 DEG 27 MIN E.  REFERENCE MARK NO. 2 IS 265.8
 PW0455'METERS (872 FEET) FROM STATION S 32 DEG 19 MIN E.
 PW0455'CORNER OF SECS. 31 AND 6. TPS. 50 AND 51 N., R. 76 W.,
 PW0455'IS IDENTICAL WITH G.L.O. STATION 8 B (SEE DESCRIPTION
 PW0455'THEREOF) AND IS 39.942 METERS (131.04 FEET) FROM STATION
 PW0455'S 00 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0550 ***********************************************************************
 PV0550  DESIGNATION -  T50N R69 68W SECS 7 12 13 18
 PV0550  PID         -  PV0550
 PV0550  STATE/COUNTY-  WY/CAMPBELL
 PV0550  USGS QUAD   -  ROZET SE (1971)
 PV0550
 PV0550                         *CURRENT SURVEY CONTROL
 PV0550  ___________________________________________________________________
 PV0550* NAD 83(1993)-  44 19 20.81438(N)    105 05 06.22877(W)     ADJUSTED  
 PV0550* NAVD 88     -      1324.6    (meters)    4346.     (feet)  VERTCON   
 PV0550  ___________________________________________________________________
 PV0550  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 PV0550  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 PV0550
 PV0550  HORZ ORDER  -  SECOND
 PV0550
 PV0550.The horizontal coordinates were established by classical geodetic methods
 PV0550.and adjusted by the National Geodetic Survey in January 1997..
 PV0550
 PV0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0550
 PV0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0550
 PV0550.The geoid height was determined by GEOID03.
 PV0550
 PV0550;                    North         East     Units Scale Factor Converg.
 PV0550;SPC WY E     -   424,579.304   206,509.118   MT  0.99993802   +0 03 25.3
 PV0550;UTM  13      - 4,907,691.011   493,217.149   MT  0.99960057   -0 03 34.0
 PV0550
 PV0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0550!SPC WY E     -   0.99979459  x   0.99993802  =   0.99973262
 PV0550!UTM  13      -   0.99979459  x   0.99960057  =   0.99939524
 PV0550
 PV0550|---------------------------------------------------------------------|
 PV0550| PID    Reference Object                     Distance      Geod. Az  |
 PV0550|                                                           dddmmss.s |
 PV0550| PV0549 GLO 5 RM 1                           22.260 METERS 23417     |
 PV0550| PV0548 GLO 5 RM 2                          187.380 METERS 32536     |
 PV0550|---------------------------------------------------------------------|
 PV0550
 PV0550                          SUPERSEDED SURVEY CONTROL
 PV0550
 PV0550  NAD 83(1986)-  44 19 20.80281(N)    105 05 06.20428(W) AD(       ) 2
 PV0550  NAD 27      -  44 19 20.87000(N)    105 05 04.27000(W) AD(       ) 2
 PV0550  NGVD 29 (07/19/86) 1324.0    (m)         4344.     (f) VERT ANG       
 PV0550
 PV0550.Superseded values are not recommended for survey control.
 PV0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0550.See file dsdata.txt to determine how the superseded data were derived.
 PV0550
 PV0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK9321707691(NAD 83)
 PV0550_MARKER: DD = SURVEY DISK
 PV0550_SETTING: 0 = UNSPECIFIED SETTING
 PV0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0550
 PV0550  HISTORY     - Date     Condition        Report By
 PV0550  HISTORY     - 1925     MONUMENTED       USGLO
 PV0550
 PV0550                          STATION DESCRIPTION
 PV0550
 PV0550'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PV0550'PUBLIC LAND SURVEY MONUMENT, WHICH IS CORNER OF SECS. 7, 12,
 PV0550'13, AND 18.  TPS. 50 N., RS. 68 AND 69 W., SIXTH PRINCIPAL MERIDIAN.
 PV0550'MARKED BY BRASS DISK IN CONCRETE.  REFERENCE MARK NO. 1 IS 22.26
 PV0550'METERS (73.0 FEET) FROM STATION S 54 DEG 17 MIN W.
 PV0550'REFERENCE MARK NO. 2 IS IDENTICAL WITH G.L.O. STATION 5 ECCENTRIC
 PV0550'WHICH IS 187.380 METERS (614.76 FEET)
 PV0550'FROM STATION N 34 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0502 ***********************************************************************
 PV0502  DESIGNATION -  T51N R65 64W SECS 7 12 1/4 COR=GLO 4
 PV0502  PID         -  PV0502
 PV0502  STATE/COUNTY-  WY/CROOK
 PV0502  USGS QUAD   -  THE ROCKS (1984)
 PV0502
 PV0502                         *CURRENT SURVEY CONTROL
 PV0502  ___________________________________________________________________
 PV0502* NAD 83(1993)-  44 25 12.91347(N)    104 35 56.13980(W)     ADJUSTED  
 PV0502* NAVD 88     -      1505.6    (meters)    4940.     (feet)  VERTCON   
 PV0502  ___________________________________________________________________
 PV0502  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 PV0502  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 PV0502
 PV0502  HORZ ORDER  -  SECOND
 PV0502
 PV0502.The horizontal coordinates were established by classical geodetic methods
 PV0502.and adjusted by the National Geodetic Survey in January 1997..
 PV0502
 PV0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0502
 PV0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0502
 PV0502.The geoid height was determined by GEOID03.
 PV0502
 PV0502;                    North         East     Units Scale Factor Converg.
 PV0502;SPC WY E     -   435,600.241   245,210.722   MT  0.99996263   +0 23 50.6
 PV0502;UTM  13      - 4,918,629.436   531,927.779   MT  0.99961254   +0 16 50.6
 PV0502
 PV0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0502!SPC WY E     -   0.99976612  x   0.99996263  =   0.99972876
 PV0502!UTM  13      -   0.99976612  x   0.99961254  =   0.99937875
 PV0502
 PV0502|---------------------------------------------------------------------|
 PV0502| PID    Reference Object                     Distance      Geod. Az  |
 PV0502|                                                           dddmmss.s |
 PV0502| PV0503 GLO 4 RM 1                          134.958 METERS 02104     |
 PV0502| PV0501 GLO 4 RM 2                           27.837 METERS 23833     |
 PV0502|---------------------------------------------------------------------|
 PV0502
 PV0502                          SUPERSEDED SURVEY CONTROL
 PV0502
 PV0502  NAD 83(1986)-  44 25 12.90402(N)    104 35 56.12653(W) AD(       ) 2
 PV0502  NAD 27      -  44 25 12.97000(N)    104 35 54.26000(W) AD(       ) 2
 PV0502  NGVD 29 (07/19/86) 1505.0    (m)         4938.     (f) VERT ANG       
 PV0502
 PV0502.Superseded values are not recommended for survey control.
 PV0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0502.See file dsdata.txt to determine how the superseded data were derived.
 PV0502
 PV0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK3192818629(NAD 83)
 PV0502_MARKER: DD = SURVEY DISK
 PV0502_SETTING: 80 = SET IN A BOULDER
 PV0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0502+STABILITY: SURFACE MOTION
 PV0502
 PV0502  HISTORY     - Date     Condition        Report By
 PV0502  HISTORY     - 1925     MONUMENTED       USGLO
 PV0502
 PV0502                          STATION DESCRIPTION
 PV0502
 PV0502'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PV0502'PUBLIC LAND SURVEY MONUMENT, WHICH IS QUARTER-SECTION CORNER
 PV0502'OF SECS. 7 AND 12, TPS. 51 N., RS. 64 AND 65 W., SIXTH PRINCIPAL
 PV0502'MERIDIAN.  MARKED BY BRASS DISK IN GRANITE BOULDER.  REFERENCE
 PV0502'MARK NO. 1 IS IDENTICAL WITH G.L.O. STATION 4 ECCENTRIC
 PV0502'AND IS 134.615 METERS (441.65 FEET)
 PV0502'FROM STATION N 21 DEG 04 MIN E.  REFERENCE MARK
 PV0502'NO. 2 IS 27.699 METERS (90.88 FEET) FROM STATION S 58 DEG 33 MIN W.
 PV0502'IN 1931 STATION WAS OBLITERATED BY
 PV0502'CONSTRUCTION WORK OF WYOMING HIGHWAY DEPARTMENT.  MARK WAS
 PV0502'LEFT IN PLACE BUT BURIED UNDER ROADBED, AND POSITION HAS
 PV0502'BEEN PERPETUATED BY FOUR CONCRETE POSTS SET TWO ON EACH
 PV0502'SIDE OF SUNDANCE-CHARLIE ROAD NEAR RIGHT-OF-WAY FENCES.  NO. 1
 PV0502'IS 62.5 FEET--NO. 2, 58.0 FEET--NO. 3, 77.5 FEET--AND NO.
 PV0502'4, 73.0 FEET FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0320 ***********************************************************************
 PX0320  DESIGNATION -  T52N R96W AP 1 TR 109 AP 4 TR 110
 PX0320  PID         -  PX0320
 PX0320  STATE/COUNTY-  WY/BIG HORN
 PX0320  USGS QUAD   -  EMBLEM (1967)
 PX0320
 PX0320                         *CURRENT SURVEY CONTROL
 PX0320  ___________________________________________________________________
 PX0320* NAD 83(1993)-  44 31 13.37810(N)    108 23 30.59424(W)     ADJUSTED  
 PX0320* NAVD 88     -      1358.5    (meters)    4457.     (feet)  VERTCON   
 PX0320  ___________________________________________________________________
 PX0320  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 PX0320  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 PX0320
 PX0320  HORZ ORDER  -  SECOND
 PX0320
 PX0320.The horizontal coordinates were established by classical geodetic methods
 PX0320.and adjusted by the National Geodetic Survey in January 1997..
 PX0320
 PX0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0320
 PX0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0320
 PX0320.The geoid height was determined by GEOID03.
 PX0320
 PX0320;                    North         East     Units Scale Factor Converg.
 PX0320;SPC WYEC     -   547,114.283   315,852.591   MT  1.00002455   -0 44 32.0
 PX0320;SPC WYWC     -   446,631.652   628,473.263   MT  0.99994747   +0 15 04.1
 PX0320;UTM  12      - 4,932,982.249   707,272.559   MT  1.00012836   +1 49 45.8
 PX0320
 PX0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0320!SPC WYEC     -   0.99978913  x   1.00002455  =   0.99981367
 PX0320!SPC WYWC     -   0.99978913  x   0.99994747  =   0.99973661
 PX0320!UTM  12      -   0.99978913  x   1.00012836  =   0.99991746
 PX0320
 PX0320:                Primary Azimuth Mark                     Grid Az
 PX0320:SPC WYEC     -  SPENCE                                   057 04 50.8
 PX0320:SPC WYWC     -  SPENCE                                   056 05 14.7
 PX0320:UTM  12      -  SPENCE                                   054 30 33.0
 PX0320
 PX0320|---------------------------------------------------------------------|
 PX0320| PID    Reference Object                     Distance      Geod. Az  |
 PX0320|                                                           dddmmss.s |
 PX0320| PX0316 SPENCE                              APPROX.21.7 KM 0562018.8 |
 PX0320| PX0322 1357.6                               50.422 METERS 17059     |
 PX0320| CQ6615 GLO 15 A RM                          45.812 METERS 23146     |
 PX0320| PX0321 T52N R96W SECS 3 4 CC                58.426 METERS 28703     |
 PX0320|---------------------------------------------------------------------|
 PX0320
 PX0320                          SUPERSEDED SURVEY CONTROL
 PX0320
 PX0320  NAD 83(1986)-  44 31 13.37015(N)    108 23 30.58515(W) AD(       ) 2
 PX0320  NAD 27      -  44 31 13.53600(N)    108 23 28.17300(W) AD(       ) 2
 PX0320  NGVD 29 (07/19/86) 1357.6    (m)         4454.     (f) VERT ANG       
 PX0320
 PX0320.Superseded values are not recommended for survey control.
 PX0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0320.See file dsdata.txt to determine how the superseded data were derived.
 PX0320
 PX0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0727332982(NAD 83)
 PX0320_MARKER: DD = SURVEY DISK
 PX0320_SETTING: 0 = UNSPECIFIED SETTING
 PX0320
 PX0320  HISTORY     - Date     Condition        Report By
 PX0320  HISTORY     - 1931     MONUMENTED       USGLO
 PX0320
 PX0320                          STATION DESCRIPTION
 PX0320
 PX0320'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 PX0320'ANGLE POINT 1, TRACT 109, ANGLE POINT 4, TRACT 110, T. 52 N.,
 PX0320'R. 96 W., SIXTH PRINCIPAL MERIDIAN.  TO REACH FROM GREYBULL,
 PX0320'GO 17 MILES WEST ON U.S. HIGHWAY 20 TO SCHOOLHOUSE ON NORTH
 PX0320'SIDE OF ROAD, THENCE NORTH 1 MILE TO STATION SITE.  MARKED
 PX0320'BY STANDARD GENERAL LAND OFFICE DISK IN CONCRETE.  REFERENCE
 PX0320'MARK IS STANDARD GENERAL LAND OFFICE REFERENCE DISK IN CONCRETE,
 PX0320'45.812 METERS (150.30 FEET) FROM STATION S 51 DEG 46 MIN W.
 PX0320'G.L.O. STATION 15 B IS
 PX0320'58.426 METERS (191.69 FEET) FROM STATION N 72 DEG 57 MIN W.
 PX0320'B.M. (U.S.G.S.)
 PX0320'IS 50.422 METERS (165.43 FEET) FROM STATION S 09 DEG 00 MIN E.
 PX0320'ELEVATION--1.357.6 METERS (4,454 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0321 ***********************************************************************
 PX0321  DESIGNATION -  T52N R96W SECS 3 4 CC
 PX0321  PID         -  PX0321
 PX0321  STATE/COUNTY-  WY/BIG HORN
 PX0321  USGS QUAD   -  EMBLEM (1967)
 PX0321
 PX0321                         *CURRENT SURVEY CONTROL
 PX0321  ___________________________________________________________________
 PX0321* NAD 83(1993)-  44 31 13.93285(N)    108 23 33.12371(W)     ADJUSTED  
 PX0321* NAVD 88     -      1359.     (meters)    4459.     (feet)  SCALED    
 PX0321  ___________________________________________________________________
 PX0321  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 PX0321  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 PX0321
 PX0321  HORZ ORDER  -  SECOND
 PX0321
 PX0321.The horizontal coordinates were established by classical geodetic methods
 PX0321.and adjusted by the National Geodetic Survey in January 1997..
 PX0321
 PX0321.The orthometric height was scaled from a topographic map.
 PX0321
 PX0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0321
 PX0321.The geoid height was determined by GEOID03.
 PX0321
 PX0321;                    North         East     Units Scale Factor Converg.
 PX0321;SPC WYEC     -   547,132.129   315,796.956   MT  1.00002466   -0 44 33.8
 PX0321;SPC WYWC     -   446,648.530   628,417.331   MT  0.99994743   +0 15 02.3
 PX0321;UTM  12      - 4,932,997.583   707,216.173   MT  1.00012807   +1 49 44.1
 PX0321
 PX0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0321!SPC WYEC     -   0.99978906  x   1.00002466  =   0.99981372
 PX0321!SPC WYWC     -   0.99978906  x   0.99994743  =   0.99973650
 PX0321!UTM  12      -   0.99978906  x   1.00012807  =   0.99991711
 PX0321
 PX0321                          SUPERSEDED SURVEY CONTROL
 PX0321
 PX0321  NAD 83(1986)-  44 31 13.92490(N)    108 23 33.11462(W) AD(       ) 2
 PX0321  NAD 27      -  44 31 14.09000(N)    108 23 30.70000(W) AD(       ) 2
 PX0321
 PX0321.Superseded values are not recommended for survey control.
 PX0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0321.See file dsdata.txt to determine how the superseded data were derived.
 PX0321
 PX0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0721632998(NAD 83)
 PX0321_MARKER: Z = SEE DESCRIPTION
 PX0321_SETTING: 0 = UNSPECIFIED SETTING
 PX0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0321
 PX0321  HISTORY     - Date     Condition        Report By
 PX0321  HISTORY     - 1931     MONUMENTED       USGLO
 PX0321  HISTORY     - 1947     MARK NOT FOUND   CGS
 PX0321
 PX0321                          STATION DESCRIPTION
 PX0321
 PX0321'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 PX0321'THE CLOSING CORNER OF SECTIONS 3 AND 4, T. 52 N., R. 96 W.,
 PX0321'ON THE THIRTEENTH STANDARD PARALLEL NORTH, SIXTH PRINCIPAL
 PX0321'MERIDIAN.  G.L.O. STATION 15 A
 PX0321'IS DISTANT 58.426 METERS (191.69 FEET) FROM STATION S 72 DEG 57
 PX0321'MIN E.
 PX0321
 PX0321                          STATION RECOVERY (1947)
 PX0321
 PX0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (LRW)
 PX0321'STATION MISSING.  ROAD CONSTRUCTED IN VICINITY, EITHER COVERING
 PX0321'OR DIGGING UP THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0572 ***********************************************************************
 PV0572  DESIGNATION -  T53N R72W SECS 28 29 32 33
 PV0572  PID         -  PV0572
 PV0572  STATE/COUNTY-  WY/CAMPBELL
 PV0572  USGS QUAD   -  CALF CREEK (1971)
 PV0572
 PV0572                         *CURRENT SURVEY CONTROL
 PV0572  ___________________________________________________________________
 PV0572* NAD 83(1993)-  44 32 20.67467(N)    105 32 08.58774(W)     ADJUSTED  
 PV0572* NAVD 88     -      1296.6    (meters)    4254.     (feet)  VERTCON   
 PV0572  ___________________________________________________________________
 PV0572  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 PV0572  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 PV0572
 PV0572  HORZ ORDER  -  SECOND
 PV0572
 PV0572.The horizontal coordinates were established by classical geodetic methods
 PV0572.and adjusted by the National Geodetic Survey in January 1997..
 PV0572
 PV0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0572
 PV0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0572
 PV0572.The geoid height was determined by GEOID03.
 PV0572
 PV0572;                    North         East     Units Scale Factor Converg.
 PV0572;SPC WY E     -   448,712.642   170,670.884   MT  0.99994807   -0 15 31.9
 PV0572;UTM  13      - 4,931,889.252   457,440.004   MT  0.99962227   -0 22 32.7
 PV0572
 PV0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0572!SPC WY E     -   0.99979898  x   0.99994807  =   0.99974706
 PV0572!UTM  13      -   0.99979898  x   0.99962227  =   0.99942133
 PV0572
 PV0572|---------------------------------------------------------------------|
 PV0572| PID    Reference Object                     Distance      Geod. Az  |
 PV0572|                                                           dddmmss.s |
 PV0572| PV0573 GLO 6 RM 1                          243.417 METERS 14404     |
 PV0572| PV0571 GLO 6 RM 2                           18.056 METERS 23117     |
 PV0572|---------------------------------------------------------------------|
 PV0572
 PV0572                          SUPERSEDED SURVEY CONTROL
 PV0572
 PV0572  NAD 83(1986)-  44 32 20.65739(N)    105 32 08.56196(W) AD(       ) 2
 PV0572  NAD 27      -  44 32 20.72000(N)    105 32 06.54000(W) AD(       ) 2
 PV0572  NGVD 29 (07/19/86) 1296.0    (m)         4252.     (f) VERT ANG       
 PV0572
 PV0572.Superseded values are not recommended for survey control.
 PV0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0572.See file dsdata.txt to determine how the superseded data were derived.
 PV0572
 PV0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK5744031889(NAD 83)
 PV0572_MARKER: DD = SURVEY DISK
 PV0572_SETTING: 0 = UNSPECIFIED SETTING
 PV0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0572
 PV0572  HISTORY     - Date     Condition        Report By
 PV0572  HISTORY     - 1925     MONUMENTED       USGLO
 PV0572
 PV0572                          STATION DESCRIPTION
 PV0572
 PV0572'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PV0572'PUBLIC LAND SURVEY MONUMENT, WHICH IS CORNER OF SECS. 28, 29,
 PV0572'32, AND 33, T. 53 N., R. 72 W., SIXTH PRINCIPAL MERIDIAN.
 PV0572'MARKED BY BRASS DISK IN CONCRETE.  REFERENCE MARK NO. 1 IS
 PV0572'IDENTICAL WITH G.L.O. STATION 6 ECCENTRIC
 PV0572'AND IS 243.416 METERS (798.61 FEET) FROM STATION S 35 DEG
 PV0572'56 MIN E.  REFERENCE MARK NO. 2 IS 17.962
 PV0572'METERS (58.93 FEET) FROM STATION S 51 DEG 17 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0471 ***********************************************************************
 PW0471  DESIGNATION -  T53N R81W SECS 17 18 19 20
 PW0471  PID         -  PW0471
 PW0471  STATE/COUNTY-  WY/SHERIDAN
 PW0471  USGS QUAD   -  HORSE HILL (1970)
 PW0471
 PW0471                         *CURRENT SURVEY CONTROL
 PW0471  ___________________________________________________________________
 PW0471* NAD 83(1993)-  44 33 25.12132(N)    106 39 00.12814(W)     ADJUSTED  
 PW0471* NAVD 88     -      1417.     (meters)    4649.     (feet)  SCALED    
 PW0471  ___________________________________________________________________
 PW0471  LAPLACE CORR-         -13.03  (seconds)                    DEFLEC99
 PW0471  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 PW0471
 PW0471  HORZ ORDER  -  SECOND
 PW0471
 PW0471.The horizontal coordinates were established by classical geodetic methods
 PW0471.and adjusted by the National Geodetic Survey in January 1997..
 PW0471
 PW0471.The orthometric height was scaled from a topographic map.
 PW0471
 PW0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0471
 PW0471.The geoid height was determined by GEOID03.
 PW0471
 PW0471;                    North         East     Units Scale Factor Converg.
 PW0471;SPC WYEC     -   550,862.692   454,286.047   MT  0.99997373   +0 28 45.9
 PW0471;UTM  13      - 4,935,062.327   368,953.391   MT  0.99981119   -1 09 28.3
 PW0471
 PW0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0471!SPC WYEC     -   0.99978005  x   0.99997373  =   0.99975378
 PW0471!UTM  13      -   0.99978005  x   0.99981119  =   0.99959128
 PW0471
 PW0471|---------------------------------------------------------------------|
 PW0471| PID    Reference Object                     Distance      Geod. Az  |
 PW0471|                                                           dddmmss.s |
 PW0471| PW0472 GLO 10 ECC                           62.175 METERS 10943     |
 PW0471| CQ6611 GLO 10 RM 2                                        34021     |
 PW0471|---------------------------------------------------------------------|
 PW0471
 PW0471                          SUPERSEDED SURVEY CONTROL
 PW0471
 PW0471  NAD 83(1986)-  44 33 25.10367(N)    106 39 00.10103(W) AD(       ) 2
 PW0471  NAD 27      -  44 33 25.19200(N)    106 38 57.92100(W) AD(       ) 2
 PW0471
 PW0471.Superseded values are not recommended for survey control.
 PW0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0471.See file dsdata.txt to determine how the superseded data were derived.
 PW0471
 PW0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK6895335062(NAD 83)
 PW0471_MARKER: DD = SURVEY DISK
 PW0471_SETTING: 80 = SET IN A BOULDER
 PW0471_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PW0471
 PW0471  HISTORY     - Date     Condition        Report By
 PW0471  HISTORY     - 1925     MONUMENTED       USGLO
 PW0471
 PW0471                          STATION DESCRIPTION
 PW0471
 PW0471'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PW0471'PUBLIC LAND SURVEY MONUMENT WHICH IS CORNER OF SECS. 17, 18, 19,
 PW0471'AND 20, T. 53 N., R. 81 W., SIXTH PRINCIPAL MERIDIAN.  MARKED
 PW0471'BY BRASS DISK IN BOULDER SURMOUNTED BY 2-INCH IRON POST IN MOUND
 PW0471'OF STONE.  REFERENCE MARK NO. 1 IS IDENTICAL WITH G.L.O. STATION
 PW0471'10 ECCENTRIC (SEE DESCRIPTION THEREOF) AND IS 62.175 METERS
 PW0471'(203.99 FEET) FROM STATION S 70 DEG 17 MIN E.  REFERENCE
 PW0471'MARK NO. 2 IS N 19 DEG 39 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0156 ***********************************************************************
 PV0156  DESIGNATION -  T53N R87W SECS 27 28 1/4 COR
 PV0156  PID         -  PV0156
 PV0156  STATE/COUNTY-  WY/CROOK
 PV0156  USGS QUAD   -  OSHOTO (1984)
 PV0156
 PV0156                         *CURRENT SURVEY CONTROL
 PV0156  ___________________________________________________________________
 PV0156* NAD 83(1986)-  44 33 00.     (N)    104 54 36.     (W)     SCALED    
 PV0156* NAVD 88     -      1273.707  (meters)    4178.82   (feet)  ADJUSTED  
 PV0156  ___________________________________________________________________
 PV0156  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 PV0156  DYNAMIC HT  -        1273.251 (meters)    4177.32  (feet)  COMP
 PV0156  MODELED GRAV-     980,214.9   (mgal)                       NAVD 88
 PV0156
 PV0156  VERT ORDER  -  SECOND    CLASS 0
 PV0156
 PV0156.The horizontal coordinates were scaled from a topographic map and have
 PV0156.an estimated accuracy of +/- 6 seconds.
 PV0156
 PV0156.The orthometric height was determined by differential leveling
 PV0156.and adjusted by the National Geodetic Survey in June 1991..
 PV0156
 PV0156.The geoid height was determined by GEOID03.
 PV0156
 PV0156.The dynamic height is computed by dividing the NAVD 88
 PV0156.geopotential number by the normal gravity value computed on the
 PV0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0156.degrees latitude (g = 980.6199 gals.).
 PV0156
 PV0156.The modeled gravity was interpolated from observed gravity values.
 PV0156
 PV0156;                    North         East    Units  Estimated Accuracy
 PV0156;SPC WY E     -   449,890.      220,390.      MT  (+/- 180 meters Scaled)
 PV0156
 PV0156                          SUPERSEDED SURVEY CONTROL
 PV0156
 PV0156  NGVD 29 (??/??/92) 1273.10   (m)         4176.8    (f) COMPUTED    2 0
 PV0156
 PV0156.Superseded values are not recommended for survey control.
 PV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0156.See file dsdata.txt to determine how the superseded data were derived.
 PV0156
 PV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK071329(NAD 83)
 PV0156_MARKER: P = PIPE CAP
 PV0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PV0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0156
 PV0156  HISTORY     - Date     Condition        Report By
 PV0156  HISTORY     - 1916     MONUMENTED       USGLO
 PV0156  HISTORY     - 1934     GOOD             NGS
 PV0156
 PV0156                          STATION DESCRIPTION
 PV0156
 PV0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PV0156'1.2 MI E FROM CARLILE.
 PV0156'1.2 MILES EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PV0156'CARLILE, CROOK COUNTY, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 PV0156'THE ROAD LEADING TO STRONER VIA OSHOTO, AND AT 1/4 CORNER
 PV0156'SECTIONS 27 AND 28.  A UNITED STATES GENERAL LAND OFFICE SURVEY
 PV0156'STANDARD CAP FASTENED ON THE TOP OF A 1-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0466 ***********************************************************************
 PW0466  DESIGNATION -  T57N R81 80W SECS 31 36 SC
 PW0466  PID         -  PW0466
 PW0466  STATE/COUNTY-  WY/SHERIDAN
 PW0466  USGS QUAD   -  S R SPRINGS (1970)
 PW0466
 PW0466                         *CURRENT SURVEY CONTROL
 PW0466  ___________________________________________________________________
 PW0466* NAD 83(1993)-  44 51 38.62417(N)    106 33 46.44731(W)     ADJUSTED  
 PW0466* NAVD 88     -      1280.8    (meters)    4202.     (feet)  VERTCON   
 PW0466  ___________________________________________________________________
 PW0466  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 PW0466  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 PW0466
 PW0466  HORZ ORDER  -  SECOND
 PW0466
 PW0466.The horizontal coordinates were established by classical geodetic methods
 PW0466.and adjusted by the National Geodetic Survey in January 1997..
 PW0466
 PW0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0466
 PW0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0466
 PW0466.The geoid height was determined by GEOID03.
 PW0466
 PW0466;                    North         East     Units Scale Factor Converg.
 PW0466;SPC WYEC     -   584,676.876   460,889.257   MT  0.99998307   +0 32 36.5
 PW0466;UTM  13      - 4,968,667.438   376,521.267   MT  0.99978749   -1 06 09.3
 PW0466
 PW0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0466!SPC WYEC     -   0.99980153  x   0.99998307  =   0.99978461
 PW0466!UTM  13      -   0.99980153  x   0.99978749  =   0.99958907
 PW0466
 PW0466|---------------------------------------------------------------------|
 PW0466| PID    Reference Object                     Distance      Geod. Az  |
 PW0466|                                                           dddmmss.s |
 PW0466| PW0467 GLO 9 RM 1                          234.793 METERS 14111     |
 PW0466| PW0469 GLO 9 RM 2                           15.517 METERS 25908     |
 PW0466|---------------------------------------------------------------------|
 PW0466
 PW0466                          SUPERSEDED SURVEY CONTROL
 PW0466
 PW0466  NAD 83(1986)-  44 51 38.61062(N)    106 33 46.42097(W) AD(       ) 2
 PW0466  NAD 27      -  44 51 38.70000(N)    106 33 44.23000(W) AD(       ) 2
 PW0466  NGVD 29 (07/19/86) 1280.0    (m)         4199.     (f) VERT ANG       
 PW0466
 PW0466.Superseded values are not recommended for survey control.
 PW0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0466.See file dsdata.txt to determine how the superseded data were derived.
 PW0466
 PW0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK7652168667(NAD 83)
 PW0466_MARKER: I = METAL ROD
 PW0466_SETTING: 0 = UNSPECIFIED SETTING
 PW0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0466
 PW0466  HISTORY     - Date     Condition        Report By
 PW0466  HISTORY     - 1925     MONUMENTED       USGLO
 PW0466
 PW0466                          STATION DESCRIPTION
 PW0466
 PW0466'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PW0466'PUBLIC LAND SURVEY MONUMENT WHICH IS STANDARD CORNER OF SECS.
 PW0466'31 AND 36. TPS. 57 N., RS. 80 AND 81 W., SIXTH PRINCIPAL
 PW0466'MERIDIAN.  MARKED BY 3-INCH IRON POST SET 26 INCHES IN
 PW0466'GROUND.  REFERENCE MARK NO. 1 IS IDENTICAL WITH G.L.O. STATION
 PW0466'9 ECCENTRIC (SEE DESCRIPTION THEREOF) AND IS 234.792 METERS
 PW0466'(770.31 FEET) FROM STATION S 38 DEG 49 MIN W.
 PW0466'REFERENCE MARK NO. 2 IS 15.517 METERS (50.91 FEET) FROM
 PW0466'STATION S 79 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0498 ***********************************************************************
 PW0498  DESIGNATION -  T57N R84W SECS 31 32 SC
 PW0498  PID         -  PW0498
 PW0498  STATE/COUNTY-  WY/SHERIDAN
 PW0498  USGS QUAD   -  HULTZ DRAW (1977)
 PW0498
 PW0498                         *CURRENT SURVEY CONTROL
 PW0498  ___________________________________________________________________
 PW0498* NAD 83(1993)-  44 51 50.78182(N)    107 01 57.65102(W)     ADJUSTED  
 PW0498* NAVD 88     -      1223.7    (meters)    4015.     (feet)  VERTCON   
 PW0498  ___________________________________________________________________
 PW0498  LAPLACE CORR-         -11.40  (seconds)                    DEFLEC99
 PW0498  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 PW0498
 PW0498  HORZ ORDER  -  SECOND
 PW0498
 PW0498.The horizontal coordinates were established by classical geodetic methods
 PW0498.and adjusted by the National Geodetic Survey in January 1997..
 PW0498
 PW0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0498
 PW0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0498
 PW0498.The geoid height was determined by GEOID03.
 PW0498
 PW0498;                    North         East     Units Scale Factor Converg.
 PW0498;SPC WYEC     -   584,807.348   423,759.982   MT  0.99994444   +0 12 43.5
 PW0498;UTM  13      - 4,969,864.344   339,415.200   MT  0.99991711   -1 26 03.2
 PW0498
 PW0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0498!SPC WYEC     -   0.99981024  x   0.99994444  =   0.99975469
 PW0498!UTM  13      -   0.99981024  x   0.99991711  =   0.99972736
 PW0498
 PW0498                          SUPERSEDED SURVEY CONTROL
 PW0498
 PW0498  NAD 83(1986)-  44 51 50.76922(N)    107 01 57.63286(W) AD(       ) 2
 PW0498  NAD 27      -  44 51 50.90000(N)    107 01 55.39000(W) AD(       ) 2
 PW0498  NGVD 29 (07/19/86) 1223.0    (m)         4012.     (f) VERT ANG       
 PW0498
 PW0498.Superseded values are not recommended for survey control.
 PW0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0498.See file dsdata.txt to determine how the superseded data were derived.
 PW0498
 PW0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3941569864(NAD 83)
 PW0498_MARKER: DD = SURVEY DISK
 PW0498_SETTING: 0 = UNSPECIFIED SETTING
 PW0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0498
 PW0498  HISTORY     - Date     Condition        Report By
 PW0498  HISTORY     - 1925     MONUMENTED       USGLO
 PW0498
 PW0498                          STATION DESCRIPTION
 PW0498
 PW0498'DESCRIBED BY US GENERAL LAND OFFICE 1925 (HO)
 PW0498'PUBLIC LAND SURVEY MONUMENT WHICH IS STANDARD CORNER OF SECS.
 PW0498'31 AND 32, T. 57 N., R. 84 W., SIXTH PRINCIPAL MERIDIAN.  MARKED
 PW0498'BY BRASS DISK IN CONCRETE.  REFERENCE MARK NO. 1 IS IDENTICAL WITH
 PW0498'G.L.O. STATION 11 ECCENTRIC (SEE DESCRIPTION THEREOF) AND IS
 PW0498'88.826 METERS (291.42 FEET) FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0531 ***********************************************************************
 PV0531  DESIGNATION -  T57N R87W SECS 10 11 14 15
 PV0531  PID         -  PV0531
 PV0531  STATE/COUNTY-  WY/CROOK
 PV0531  USGS QUAD   -  MOULTON CREEK (1984)
 PV0531
 PV0531                         *CURRENT SURVEY CONTROL
 PV0531  ___________________________________________________________________
 PV0531* NAD 83(1993)-  44 56 18.83029(N)    104 53 08.68381(W)     ADJUSTED  
 PV0531* NAVD 88     -      1215.3    (meters)    3987.     (feet)  VERTCON   
 PV0531  ___________________________________________________________________
 PV0531  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 PV0531  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 PV0531
 PV0531  HORZ ORDER  -  SECOND
 PV0531
 PV0531.The horizontal coordinates were established by classical geodetic methods
 PV0531.and adjusted by the National Geodetic Survey in January 1997..
 PV0531
 PV0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0531
 PV0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0531
 PV0531.The geoid height was determined by GEOID03.
 PV0531
 PV0531;                    North         East     Units Scale Factor Converg.
 PV0531;SPC WY E     -   493,075.745   222,172.017   MT  0.99994354   +0 11 54.3
 PV0531;SPC MT       -    87,262.006   964,010.948   MT  1.00003743   +3 22 31.2
 PV0531;SPC MT       -   286,292.67  3,162,765.58   iFT  1.00003743   +3 22 31.2
 PV0531;UTM  13      - 4,976,132.021   509,014.620   MT  0.99960100   +0 04 50.5
 PV0531
 PV0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0531!SPC WY E     -   0.99981173  x   0.99994354  =   0.99975528
 PV0531!SPC MT       -   0.99981173  x   1.00003743  =   0.99984915
 PV0531!UTM  13      -   0.99981173  x   0.99960100  =   0.99941280
 PV0531
 PV0531                          SUPERSEDED SURVEY CONTROL
 PV0531
 PV0531  NAD 83(1993)-  44 56 18.81630(N)    104 53 08.66826(W) AD(       ) 2
 PV0531  NAD 83(1986)-  44 56 18.81630(N)    104 53 08.66826(W) AD(       ) 2
 PV0531  NAD 27      -  44 56 18.87000(N)    104 53 06.76300(W) AD(       ) 2
 PV0531  NGVD 29 (07/19/86) 1214.7    (m)         3985.     (f) VERT ANG       
 PV0531
 PV0531.Superseded values are not recommended for survey control.
 PV0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0531.See file dsdata.txt to determine how the superseded data were derived.
 PV0531
 PV0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK0901576132(NAD 83)
 PV0531_MARKER: DD = SURVEY DISK
 PV0531_SETTING: 0 = UNSPECIFIED SETTING
 PV0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0531
 PV0531  HISTORY     - Date     Condition        Report By
 PV0531  HISTORY     - 1949     MONUMENTED       BLM
 PV0531
 PV0531                          STATION DESCRIPTION
 PV0531
 PV0531'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1949
 PV0531'STATION BLACKBANKS USGS IS LOCATED ON THE HIGHEST POINT OF A LOW BLUFF
 PV0531'RIDGE, LYING BETWEEN PRICKLEY PEAR AND BATTLE CREEKS, 10.5
 PV0531'MILES EAST-NORTHEAST OF ROCKYPOINT POST OFFICE, 10 MILES
 PV0531'SOUTHEAST OF RIDGE POST OFFICE, 5 MILES SOUTH OF THE
 PV0531'MONTANA-WYOMING STATE LINE, 6.6 FEET WEST OF A WITNESS POST, AND ON
 PV0531'LAND OWNED BY MRS. ROSA STORM.
 PV0531'
 PV0531'TO REACH THE STATION FROM THE ROCKYPOINT POST OFFICE, GO
 PV0531'NORTH ON THE MAIN GRADED DIRT ROAD FOR 10.2 MILES TO A LARGE
 PV0531'HOUSE AND BARN ON THE LEFT, JUST SOUTH OF STATE LINE, GO
 PV0531'EAST ON STATE LINE TRACK ROAD FOR 0.1 MILE TO A GATE, GO
 PV0531'THROUGH GATE AND PROCEED SOUTHERLY ON THE MAIN TRACK ROAD
 PV0531'FOR 1 MILE TO A FORK AND A FENCE CORNER ON THE RIGHT.
 PV0531'
 PV0531'B.L.M. MARKER IS A STANDARD DISK WELDED TO THE TOP OF A
 PV0531'2-INCH IRON PIPE, PROJECTING 6 INCHES AND IS 6 INCHES EAST
 PV0531'OF A FENCE CORNER.  THE DISK IS STAMPED T 57 N R 87 W S 10) 11) S
 PV0531'15) 14 1914.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0390 ***********************************************************************
 PX0390  DESIGNATION -  T57N R98 97W SECS 31 36 SC
 PX0390  PID         -  PX0390
 PX0390  STATE/COUNTY-  WY/PARK
 PX0390  USGS QUAD   -  BYRON (1967)
 PX0390
 PX0390                         *CURRENT SURVEY CONTROL
 PX0390  ___________________________________________________________________
 PX0390* NAD 83(1993)-  44 52 17.23135(N)    108 37 14.17353(W)     ADJUSTED  
 PX0390* NAVD 88     -      1307.     (meters)    4288.     (feet)  SCALED    
 PX0390  ___________________________________________________________________
 PX0390  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 PX0390  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 PX0390
 PX0390  HORZ ORDER  -  SECOND
 PX0390
 PX0390.The horizontal coordinates were established by classical geodetic methods
 PX0390.and adjusted by the National Geodetic Survey in January 1997..
 PX0390
 PX0390.The orthometric height was scaled from a topographic map.
 PX0390
 PX0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0390
 PX0390.The geoid height was determined by GEOID03.
 PX0390
 PX0390;                    North         East     Units Scale Factor Converg.
 PX0390;SPC WYWC     -   485,587.943   610,224.632   MT  0.99993879   +0 05 28.6
 PX0390;SPC WYEC     -   586,386.027   298,282.413   MT  1.00006468   -0 54 29.8
 PX0390;UTM  12      - 4,971,424.836   687,951.994   MT  1.00003441   +1 40 45.1
 PX0390
 PX0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0390!SPC WYWC     -   0.99979717  x   0.99993879  =   0.99973597
 PX0390!SPC WYEC     -   0.99979717  x   1.00006468  =   0.99986184
 PX0390!UTM  12      -   0.99979717  x   1.00003441  =   0.99983157
 PX0390
 PX0390|---------------------------------------------------------------------|
 PX0390| PID    Reference Object                     Distance      Geod. Az  |
 PX0390|                                                           dddmmss.s |
 PX0390| CQ6612 GLO 14 RM 2                                        04636     |
 PX0390| PX0389 GLO 14 RM 1                          51.865 METERS 30631     |
 PX0390|---------------------------------------------------------------------|
 PX0390
 PX0390                          SUPERSEDED SURVEY CONTROL
 PX0390
 PX0390  NAD 83(1986)-  44 52 17.22356(N)    108 37 14.15931(W) AD(       ) 2
 PX0390  NAD 27      -  44 52 17.40000(N)    108 37 11.71000(W) AD(       ) 2
 PX0390
 PX0390.Superseded values are not recommended for survey control.
 PX0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0390.See file dsdata.txt to determine how the superseded data were derived.
 PX0390
 PX0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8795271425(NAD 83)
 PX0390_MARKER: DD = SURVEY DISK
 PX0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0390_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PX0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0390+STABILITY: SURFACE MOTION
 PX0390
 PX0390  HISTORY     - Date     Condition        Report By
 PX0390  HISTORY     - 1931     MONUMENTED       CGS
 PX0390
 PX0390                          STATION DESCRIPTION
 PX0390
 PX0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 PX0390'STANDARD CORNER OF SECS. 31 AND 36, TPS. 57 N., RS. 97 AND 98
 PX0390'W., SIXTH PRINCIPAL MERIDIAN.  TO REACH FROM DEAVER PUBLIC
 PX0390'SCHOOL AT DEAVER, WYOMING, FOLLOW ROAD SOUTH 0.7 MILE, WEST
 PX0390'0.7 MILE, AND TURN LEFT AROUND SMALL WHITE HOUSE.  GO SOUTH
 PX0390'0.1 MILE, CROSS BRIDGE OVER CANAL, TURN SHARP TO RIGHT, GO
 PX0390'WEST-SOUTHWEST 0.1 MILE TO WEST END OF TRIANGULAR-SHAPED FIELD.
 PX0390'GO SOUTHWEST (CROSS-COUNTRY) 0.25 MILE TO STATION, WHICH IS
 PX0390'IN SMALL DRAW DRAINING TO NORTH, IN LINE WITH NORTH-AND-SOUTH
 PX0390'ROAD ABOUT 2 MILES TO NORTH.  MARKED BY STANDARD GENERAL LAND
 PX0390'OFFICE DISK STATION MARK IN CONCRETE.  REFERENCE
 PX0390'MARKS ARE STANDARD GENERAL LAND OFFICE REFERENCE DISKS IN
 PX0390'CONCRETE.  NO. 1 IDENTICAL WITH G.L.O. STATION
 PX0390'1-1/4 ECCENTRIC, IS 51.865
 PX0390'METERS (170.16 FEET) FROM STATION N 53 DEG 29 MIN W.
 PX0390'NO. 2 IS 102.16 METERS (335.2 FEET) FROM STATION N 46 DEG 36 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0296 ***********************************************************************
 OW0296  DESIGNATION -  T6N R2W SEC 15 S LINE POST
 OW0296  PID         -  OW0296
 OW0296  STATE/COUNTY-  WY/FREMONT
 OW0296  USGS QUAD   -  MAVERICK SPRING (1978)
 OW0296
 OW0296                         *CURRENT SURVEY CONTROL
 OW0296  ___________________________________________________________________
 OW0296* NAD 83(1993)-  43 29 22.11446(N)    108 58 46.63960(W)     ADJUSTED  
 OW0296* NAVD 88     -      2209.     (meters)    7247.     (feet)  SCALED    
 OW0296  ___________________________________________________________________
 OW0296  LAPLACE CORR-         -12.55  (seconds)                    DEFLEC99
 OW0296  GEOID HEIGHT-         -10.56  (meters)                     GEOID03
 OW0296
 OW0296  HORZ ORDER  -  SECOND
 OW0296
 OW0296.The horizontal coordinates were established by classical geodetic methods
 OW0296.and adjusted by the National Geodetic Survey in January 1997..
 OW0296
 OW0296.The orthometric height was scaled from a topographic map.
 OW0296
 OW0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0296
 OW0296.The geoid height was determined by GEOID03.
 OW0296
 OW0296;                    North         East     Units Scale Factor Converg.
 OW0296;SPC WYWC     -   332,055.583   581,426.859   MT  0.99994174   -0 09 28.9
 OW0296;UTM  12      - 4,817,155.364   663,366.300   MT  0.99992829   +1 23 26.8
 OW0296
 OW0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0296!SPC WYWC     -   0.99965535  x   0.99994174  =   0.99959711
 OW0296!UTM  12      -   0.99965535  x   0.99992829  =   0.99958366
 OW0296
 OW0296                          SUPERSEDED SURVEY CONTROL
 OW0296
 OW0296  NAD 83(1986)-  43 29 22.09867(N)    108 58 46.63508(W) AD(       ) 2
 OW0296  NAD 27      -  43 29 22.26100(N)    108 58 44.18100(W) AD(       ) 2
 OW0296
 OW0296.Superseded values are not recommended for survey control.
 OW0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0296.See file dsdata.txt to determine how the superseded data were derived.
 OW0296
 OW0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6336617155(NAD 83)
 OW0296_MARKER: Z = SEE DESCRIPTION
 OW0296_SETTING: 0 = UNSPECIFIED SETTING
 OW0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0296
 OW0296  HISTORY     - Date     Condition        Report By
 OW0296  HISTORY     - 1936     MONUMENTED       CGS
 OW0296
 OW0296                          STATION DESCRIPTION
 OW0296
 OW0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0296'POST 4 INCHES SQUARE, MARKED S LINE SE 1/4 SEC. 15, 1.37 METERS
 OW0296'(4.5 FEET) S 10 DEG 14 MIN W FROM STATION MAVERICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0439 ***********************************************************************
 MQ0439  DESIGNATION -  TABLE
 MQ0439  PID         -  MQ0439
 MQ0439  STATE/COUNTY-  WY/SWEETWATER
 MQ0439  USGS QUAD   -  TABLE ROCK (1970)
 MQ0439
 MQ0439                         *CURRENT SURVEY CONTROL
 MQ0439  ___________________________________________________________________
 MQ0439* NAD 83(1993)-  41 32 52.59036(N)    108 28 57.85895(W)     ADJUSTED  
 MQ0439* NAVD 88     -      2283.0    (meters)    7490.     (feet)  VERTCON   
 MQ0439  ___________________________________________________________________
 MQ0439  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 MQ0439  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 MQ0439
 MQ0439  HORZ ORDER  -  FIRST
 MQ0439
 MQ0439.The horizontal coordinates were established by classical geodetic methods
 MQ0439.and adjusted by the National Geodetic Survey in January 1997..
 MQ0439
 MQ0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0439
 MQ0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0439
 MQ0439.The geoid height was determined by GEOID03.
 MQ0439
 MQ0439;                    North         East     Units Scale Factor Converg.
 MQ0439;SPC WYWC     -   116,405.737   622,297.454   MT  0.99994362   +0 10 38.1
 MQ0439;UTM  12      - 4,602,646.671   709,950.833   MT  1.00014248   +1 40 12.6
 MQ0439
 MQ0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0439!SPC WYWC     -   0.99964434  x   0.99994362  =   0.99958798
 MQ0439!UTM  12      -   0.99964434  x   1.00014248  =   0.99978677
 MQ0439
 MQ0439:                Primary Azimuth Mark                     Grid Az
 MQ0439:SPC WYWC     -  SALT LAKE OMAHA SITE 21 BCN              048 44 00.3
 MQ0439:UTM  12      -  SALT LAKE OMAHA SITE 21 BCN              047 14 25.8
 MQ0439
 MQ0439|---------------------------------------------------------------------|
 MQ0439| PID    Reference Object                     Distance      Geod. Az  |
 MQ0439|                                                           dddmmss.s |
 MQ0439| MQ0437 SALT LAKE OMAHA SITE 21 BCN         APPROX.18.8 KM 0485438.4 |
 MQ0439| CP5890 TABLE AZ MK                                        0834905.5 |
 MQ0439| CP5891 TABLE RM 1                            2.630 METERS 23312     |
 MQ0439| CP5533 HIGH TIP N END BLACK BUTTE                         2724037.6 |
 MQ0439| CP4539 BITTER CREEK NORTH UP TANK                         2750320.0 |
 MQ0439| CP5893 TABLE RM 3                            4.430 METERS 31059     |
 MQ0439| CP5892 TABLE RM 2                            4.417 METERS 31104     |
 MQ0439| MQ0447 SALT LAKE OMAHA SITE 20 BCN         APPROX.13.9 KM 3311101.1 |
 MQ0439|---------------------------------------------------------------------|
 MQ0439
 MQ0439                          SUPERSEDED SURVEY CONTROL
 MQ0439
 MQ0439  NAD 83(1986)-  41 32 52.57972(N)    108 28 57.85047(W) AD(       ) 1
 MQ0439  NAD 27      -  41 32 52.71600(N)    108 28 55.47530(W) AD(       ) 1
 MQ0439  NGVD 29 (10/23/89) 2281.6    (m)         7486.     (f) VERT ANG       
 MQ0439
 MQ0439.Superseded values are not recommended for survey control.
 MQ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0439.See file dsdata.txt to determine how the superseded data were derived.
 MQ0439
 MQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM0995102647(NAD 83)
 MQ0439_MARKER: DS = TRIANGULATION STATION DISK
 MQ0439_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0439_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 MQ0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0439
 MQ0439  HISTORY     - Date     Condition        Report By
 MQ0439  HISTORY     - 1931     MONUMENTED       CGS
 MQ0439  HISTORY     - 1937     GOOD             CGS
 MQ0439  HISTORY     - 1962     GOOD             CGS
 MQ0439  HISTORY     - 1968     GOOD             USGS
 MQ0439  HISTORY     - 1974     GOOD             NGS
 MQ0439
 MQ0439                          STATION DESCRIPTION
 MQ0439
 MQ0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 MQ0439'ABOUT 3-1/2 MILES (AIR LINE) EAST OF BITTER CREEK (TOWN ON
 MQ0439'UNION PACIFIC RAILROAD), IN NORTHWEST PART OF T. 18 N., R. 98
 MQ0439'W., ON WEST END OF FLAT-TOPPED BUTTE KNOWN LOCALLY AS TABLE
 MQ0439'ROCK.  TO REACH FROM BITTER CREEK GO SOUTH 0.35 MILE ON ROAD
 MQ0439'ALONG DOUBLE ROW OF TELEPHONE POLES TO FORK JUST BEYOND FIRST
 MQ0439'BRIDGE SOUTH OF TOWN, TURN LEFT, GO 0.1 MILE, CROSS BITTER
 MQ0439'CREEK, GO 0.2 MILE TO FORK, TAKE LEFT FORK, GO 3.0 MILES,
 MQ0439'THEN TURN RIGHT AND FOLLOW VERY DIM ROAD 0.6 MILE UP DRAW.
 MQ0439'TRUCK CAN BE DRIVEN ONLY THIS FAR, AND STATION IS ABOUT A
 MQ0439'45-MINUTE CLIMB FROM THIS POINT (THE EAST SIDE OF BUTTE BEING
 MQ0439'EASIEST CLIMB).  MARKED BY STANDARD STATION DISK IN
 MQ0439'BEDROCK.  REFERENCE MARKS ARE STANDARD REFERENCE
 MQ0439'DISKS IN BEDROCK.  NO. 1 IS 2.625 METERS (8.61
 MQ0439'FEET) FROM STATION.  NO. 2 IS
 MQ0439'4.422 METERS (14.51 FEET) FROM STATION.
 MQ0439'FOLLOWING BEARINGS ARE FROM STATION--HIGH TIP AT
 MQ0439'NORTH END OF BLACK BUTTE N 87 DEG 19 MIN W.  BITTER
 MQ0439'CREEK, AIRPORT BEACON.  BITTER
 MQ0439'CREEK, UNION PACIFIC RAILROAD, NORTH WATER TANK,
 MQ0439'N 84 DEG 57 MIN W.
 MQ0439
 MQ0439                          STATION RECOVERY (1937)
 MQ0439
 MQ0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MQ0439'1931 DESCRIPTION WAS FOUND TO BE CORRECT, BUT IS REVISED TO
 MQ0439'READ AS FOLLOWS--
 MQ0439'
 MQ0439'STATION IS ABOUT 3-1/2 MILES EAST (AIRLINE) FROM BITTER CREEK,
 MQ0439'A TOWN ON THE UNION PACIFIC R.R.  ABOUT 9-1/2 MILES SSE
 MQ0439'(AIRLINE) FROM BITTER CREEK AIRWAY LANDING FIELD ON U.S.
 MQ0439'HIGHWAY 30.  ON THE WEST END OF A FLAT TOPPED BUTTE LOCALLY
 MQ0439'KNOWN AS TABLEROCK.  THE BUTTE IS THE MOST PROMINENT LANDMARK
 MQ0439'IN THE VICINITY, TOWERING ABOUT 500 FEET ABOVE THE SURROUNDING
 MQ0439'COUNTRY AND LYING ABOUT 1/4 MILE WEST OF A RIDGE OF THE SAME
 MQ0439'HEIGHT.  IT IS ABOUT 120 YARDS LONG (E-W) (PACED), ABOUT 80
 MQ0439'YARDS LONG NE-SW (PACED), AND ABOUT 80 YARDS LONG NW-SE
 MQ0439'(PACED).  IT IS TRIANGULAR IN SHAPE.
 MQ0439'
 MQ0439'TO REACH FROM BITTER CREEK, FROM THE SOUTH EDGE OF TOWN, GO
 MQ0439'S ALONG A DOUBLE LINE OF TELEPHONE POLES ON A BLADED ROAD
 MQ0439'0.35 MILES TO A TRAIL ROAD LEFT (JUST BEYOND A BRIDGE).  TURN
 MQ0439'LEFT ON TRAIL ROAD AND GO SE 0.1 MILE TO A BRIDGE OVER BITTER
 MQ0439'CREEK.  CROSS BRIDGE AND GO SE ALONG RIGHT FORK 0.2 MILES TO
 MQ0439'A DIM FORK.  TAKE LEFT FORK, MAIN TRAVELED TRAIL ROAD, AND
 MQ0439'GO 3.0 MILES OVER ROUGH TRAIL TO A DIM FORK RIGHT.  TURN
 MQ0439'RIGHT ON DIM FORK AND GO SE UP CANYON AND UP STEEP RIDGES 0.8
 MQ0439'MILE.  LEAVE ROAD, TURN LEFT, AND GO E ACROSS MEADOW AND SAGE
 MQ0439'BRUSH TO TOP OF FLAT RIDGE AT FOOT OF WEST END OF TABLEROCK,
 MQ0439'A DISTANCE OF ABOUT 1/4 MILE.  PACK AROUND SOUTH SIDE OF
 MQ0439'TABLEROCK AND UP THE SOUTHEAST SIDE TO AN OPENING IN THE
 MQ0439'RIM ROCK AT THE SOUTHEAST EDGE OF THE BUTTE.  IT IS ABOUT A
 MQ0439'20 MINUTE PACK.  STATION IS AT THE WEST END OF THE TOP.
 MQ0439'
 MQ0439'R.M. NO. 1 IS 8.61 FEET SOUTHWEST OF THE STATION AND ABOUT 1/2
 MQ0439'FOOT HIGHER.  IT IS A STANDARD DISK CEMENTED INTO A DRILL
 MQ0439'HOLE IN SOLID BEDROCK.  IT IS STAMPED TABLE NO 1 1931.
 MQ0439'
 MQ0439'R.M. NO. 2 (1931) IS 14.49 FEET NORTHWEST OF STATION AND ABOUT
 MQ0439'1 FOOT HIGHER.  IT IS A STANDARD DISK CEMENTED INTO A DRILL
 MQ0439'HOLE IN SOLID BEDROCK.  IT IS STAMPED TABLE 1931 NO 2.
 MQ0439'
 MQ0439'STATION IS A STANDARD DISK CEMENTED IN SOLID BEDROCK.
 MQ0439'
 MQ0439'AZIMUTH MARK (1937) IS ABOUT 0.4 MILE EAST OF STATION AND
 MQ0439'NEAR THE SAME ELEVATION.  IT IS ON THE WEST END OF THE RIDGE
 MQ0439'JUST EAST OF TABLEROCK, AND ABOUT 15 FEET BACK FROM THE
 MQ0439'RIM ROCK.  IT IS A STANDARD DISK CEMENTED IN BEDROCK AND
 MQ0439'STAMPED TABLE 1937.
 MQ0439
 MQ0439                          STATION RECOVERY (1962)
 MQ0439
 MQ0439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0439'STATION RECOVERED AS DESCRIBED.  WAS VISITED BY LIGHTKEEPER ONLY.
 MQ0439
 MQ0439                          STATION RECOVERY (1968)
 MQ0439
 MQ0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MQ0439'RECOVERED.
 MQ0439
 MQ0439                          STATION RECOVERY (1974)
 MQ0439
 MQ0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JRS)
 MQ0439'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 MQ0439'RECOVERED IN GOOD CONDITION, REFERENCE MARK 2 HAS BEEN DESTROYED
 MQ0439'AND AT THIS TIME A NEW REFERENCE MARK 3 WAS ESTABLISHED.  A
 MQ0439'LONGER MEASUREMENT OF 0.007 METER TO REFERENCE MARK 1 WAS
 MQ0439'NOTED AND VERIFIED, THERE WAS NO CHECK ON THE DIRECTIONS.
 MQ0439'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 MQ0439'
 MQ0439'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF INTERSTATE HIGHWAY
 MQ0439'80, 3.5 MILES EAST OF THE SMALL SETTLEMENT OF BITTER CREEK
 MQ0439'AND ON TOP OF A VERY DISTINGUISABLE BUTTE KNOWN AS TABLEROCK.
 MQ0439'
 MQ0439'TO REACH FROM THE BAR X RANCH EXIT OF INTERSTATE HIGHWAY
 MQ0439'80, GO SOUTH ON SURFACED ROAD FOR 0.1 MILE, THEN 0.1 WEST
 MQ0439'TO A CURVE, THENCE SOUTH ON GRAVEL ROAD FOR 1.3 MILES TO A
 MQ0439'FORK.  KEEP LEFT FORK AND GO SOUTH FOR 0.1 MILE TO RAILROAD
 MQ0439'TRACK.  CONTINUE SOUTH FOR 0.15 MILE TO A CATTLEGUARD AND
 MQ0439'FORK.  KEEP LEFT FORK AND GO EAST AND SOUTH FOR 1.1 MILES TO
 MQ0439'A FORK.  KEEP RIGHT FORK, GO SOUTHWEST ON MAIN ROAD FOR 1.3
 MQ0439'MILES TO TWO STORAGE TANKS ON THE LEFT.  CONTINUE
 MQ0439'WEST-SOUTHWEST ON MAIN ROAD FOR 0.9 MILE TO A CATTLEGUARD.
 MQ0439'CONTINUE FOR 0.05 MILE TO A SIDE ROAD LEFT.  CONTINUE
 MQ0439'AHEAD ON MAIN ROAD FOR 0.05 MILES TO A FORK.  KEEP RIGHT FORK
 MQ0439'GOING SOUTH-SOUTHWEST FOR 1.35 MILES TO A SIDEROAD RIGHT.
 MQ0439'CONTINUE SOUTHERLY ON MAIN ROAD FOR 0.2 MILE TO A
 MQ0439'T-ROAD.  TURN RIGHT AND GO WESTERLY FOR 0.5 MILE TO A
 MQ0439'FORK.  KEEP RIGHT FORK AND GO WESTERLY FOR 0.4 MILE TO
 MQ0439'A SIDE ROAD LEFT.  KEEP LEFT GOING WESTERLY FOR 1.9 MILES
 MQ0439'TO A FORK.  KEEP LEFT FORK SOUTHWESTERLY ON TRACK ROAD FOR 1.0
 MQ0439'MILE TO A SIDE ROAD LEFT, AT THE TOP OF A RIDGE.  TURN
 MQ0439'LEFT, GO SOUTHERLY THEN EASTERLY FOR 0.2 MILE TO THE BASE
 MQ0439'OF BUTTE AND END OF TRUCK TRAVEL.  FROM HERE PACK EAST
 MQ0439'THEN NORTHERLY TO THE TOP OF BUTTE, THEN PACK WEST ACROSS
 MQ0439'THE TOP OF BUTTE TO THE STATION AT WEST EDGE.
 MQ0439'
 MQ0439'STATION MARK IS A STANDARD DISK STAMPED TABLE 1931 CEMENTED
 MQ0439'IN A DRILL HOLE IN BEDROCK, FLUSH WITH SURFACE.  IT IS 23 FEET
 MQ0439'EAST OF THE WEST EDGE OF BUTTE, 19 FEET SOUTH OF THE NORTH
 MQ0439'EDGE OF BUTTE AND 11 FEET NORTH OF THE SOUTH EDGE OF BUTTE.
 MQ0439'
 MQ0439'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TABLE NO 1 1931,
 MQ0439'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH SURFACE.  IT
 MQ0439'IS 4.5 FEET NORTH OF THE SOUTH EDGE OF BUTTE, AND THE SAME
 MQ0439'ELEVATION AS STATION.
 MQ0439'
 MQ0439'REFERENCE MARK 3 IS A STANDARD DISK STAMPED TABLE NO 3 1931
 MQ0439'1974, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH SURFACE.
 MQ0439'IT IS 7.0 FEET SOUTH OF THE NORTH EDGE OF BUTTE, ABOUT THE
 MQ0439'SAME ELEVATION AS STATION.
 MQ0439'
 MQ0439'AZIMUTH MARK IS A STANDARD DISK STAMPED TABLE 1937, CEMENTED
 MQ0439'IN A DRILL HOLE FLUSH WITH SURFACE.  IT IS ABOUT 0.4 MILE
 MQ0439'EAST OF THE STATION ON THE WEST EDGE OF A BUTTE THAT IS ABOUT
 MQ0439'THE SAME ELEVATION AS THE BUTTE THAT STATION IS ON.
 MQ0439'
 MQ0439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 MQ0439'EAST OF BITTER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0256 ***********************************************************************
 NS0256  DESIGNATION -  TABLE
 NS0256  PID         -  NS0256
 NS0256  STATE/COUNTY-  WY/FREMONT
 NS0256  USGS QUAD   -  FOSSIL HILL (1991)
 NS0256
 NS0256                         *CURRENT SURVEY CONTROL
 NS0256  ___________________________________________________________________
 NS0256* NAD 83(1993)-  42 44 51.22823(N)    108 45 16.91624(W)     ADJUSTED  
 NS0256* NAVD 88     -      2241.9    (meters)    7355.     (feet)  VERTCON   
 NS0256  ___________________________________________________________________
 NS0256  LAPLACE CORR-         -18.69  (seconds)                    DEFLEC99
 NS0256  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 NS0256
 NS0256  HORZ ORDER  -  THIRD
 NS0256
 NS0256.The horizontal coordinates were established by classical geodetic methods
 NS0256.and adjusted by the National Geodetic Survey in January 1997..
 NS0256
 NS0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0256
 NS0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0256
 NS0256.The geoid height was determined by GEOID03.
 NS0256
 NS0256;                    North         East     Units Scale Factor Converg.
 NS0256;SPC WYWC     -   249,612.289   599,615.302   MT  0.99993750   -0 00 11.5
 NS0256;UTM  12      - 4,735,227.408   683,761.977   MT  1.00001546   +1 31 28.1
 NS0256
 NS0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0256!SPC WYWC     -   0.99965031  x   0.99993750  =   0.99958783
 NS0256!UTM  12      -   0.99965031  x   1.00001546  =   0.99966577
 NS0256
 NS0256:                Primary Azimuth Mark                     Grid Az
 NS0256:SPC WYWC     -  LANDER                                   051 01 02.2
 NS0256:UTM  12      -  LANDER                                   049 29 22.6
 NS0256
 NS0256|---------------------------------------------------------------------|
 NS0256| PID    Reference Object                     Distance      Geod. Az  |
 NS0256|                                                           dddmmss.s |
 NS0256| NS0238 LANDER                              APPROX. 1.9 KM 0510050.7 |
 NS0256|---------------------------------------------------------------------|
 NS0256
 NS0256                          SUPERSEDED SURVEY CONTROL
 NS0256
 NS0256  NAD 83(1986)-  42 44 51.21297(N)    108 45 16.91875(W) AD(       ) 3
 NS0256  NAD 27      -  42 44 51.36439(N)    108 45 14.49556(W) AD(       ) 3
 NS0256  NGVD 29 (07/19/86) 2240.8    (m)         7352.     (f) VERT ANG       
 NS0256
 NS0256.Superseded values are not recommended for survey control.
 NS0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0256.See file dsdata.txt to determine how the superseded data were derived.
 NS0256
 NS0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8376235227(NAD 83)
 NS0256_MARKER: DD = SURVEY DISK
 NS0256_SETTING: 80 = SET IN A BOULDER
 NS0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0256+STABILITY: SURFACE MOTION
 NS0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NS0256+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2003
 NS0256
 NS0256  HISTORY     - Date     Condition        Report By
 NS0256  HISTORY     - 1950     MONUMENTED       USGS
 NS0256  HISTORY     - 20030526 GOOD             GEOCAC
 NS0256
 NS0256                          STATION DESCRIPTION
 NS0256
 NS0256'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0256'STATION IS LOCATED ABOUT 1 MI. W. AND 5 MI. S. OF THE TOWN OF LANDER,
 NS0256'WYOMING, ON A LONG HOG-BACK RIDGE KNOWN LOCALLY AS TABLE MOUNTAIN.
 NS0256'
 NS0256'TO REACH FROM BRIDGE AT E. END OF TOWN OF LANDER, WYOMING FOLLOW U.S.
 NS0256'HIGHWAY 287 E. FOR 7.3 MI. TO FORK.  TAKE RIGHT FORK AND FOLLOW
 NS0256'WYOMING STATE HIGHWAY 28 FOR 0.2 MI.  TURN RIGHT ONTO DIRT RD. AND
 NS0256'PROCEED 4.3 MI. ALONG MAIN RD. TO FORK.  TAKE RIGHT FORK AND AT 0.7
 NS0256'MI. AT INTERSECTION OF RDS. ON N. SIDE STREAM, TAKE SHARP RIGHT TURN.
 NS0256'AT 1.3 MI. TURN RIGHT OFF RD. AND FOLLOW DIM RD. ALONG TOP OF LOW
 NS0256'RIDGE.  PROCEED 0.7 MI. ALONG RD. THROUGH GATE AT FOOT TO FOOT OF HILL
 NS0256'N. FROM THIS POINT CAN BE SEEN A LONE PINE TREE AT TOP OF HIGHEST
 NS0256'HILL,  CLIMB TO THIS TREE AND WALK ABOUT 1300 FT. DIRECTLY N. TO A
 NS0256'LARGE BOULDER ADJACENT TO A SMALLER BOULDER WHICH IS SPLIT IN TWO.
 NS0256'STATION IS LOCATED IN LOW POINT AT CENTER OF LARGE BOULDER.
 NS0256'
 NS0256'STATION MARK - STANDARD TABLET SET IN BOULDER AND STAMPED ---WR
 NS0256'TABLE 1950 ---.
 NS0256'
 NS0256'REFERENCE MARKS - NONE.
 NS0256
 NS0256                          STATION RECOVERY (2003)
 NS0256
 NS0256'RECOVERY NOTE BY GEOCACHING 2003 (RE)
 NS0256'SURVEY DISK FOUND IN GOOD CONDITION IN DESCRIBED LOCATION. CLEANED OFF
 NS0256'A HALF-INCH LAYER OF GRAVEL AND GRASS. COVERED WITH A SMALL FLAT ROCK.
 NS0256' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0352 ***********************************************************************
 PX0352  DESIGNATION -  TABLE
 PX0352  PID         -  PX0352
 PX0352  STATE/COUNTY-  WY/BIG HORN
 PX0352  USGS QUAD   -  OTTO (1951)
 PX0352
 PX0352                         *CURRENT SURVEY CONTROL
 PX0352  ___________________________________________________________________
 PX0352* NAD 83(1993)-  44 27 55.20510(N)    108 22 27.86684(W)     ADJUSTED  
 PX0352* NAVD 88     -      1447.0    (meters)    4747.     (feet)  VERTCON   
 PX0352  ___________________________________________________________________
 PX0352  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 PX0352  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 PX0352
 PX0352  HORZ ORDER  -  THIRD
 PX0352
 PX0352.The horizontal coordinates were established by classical geodetic methods
 PX0352.and adjusted by the National Geodetic Survey in January 1997..
 PX0352
 PX0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0352
 PX0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0352
 PX0352.The geoid height was determined by GEOID03.
 PX0352
 PX0352;                    North         East     Units Scale Factor Converg.
 PX0352;SPC WYEC     -   540,979.806   317,159.873   MT  1.00002186   -0 43 45.4
 PX0352;UTM  12      - 4,926,911.908   708,853.807   MT  1.00013646   +1 50 23.4
 PX0352
 PX0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0352!SPC WYEC     -   0.99977526  x   1.00002186  =   0.99979712
 PX0352!UTM  12      -   0.99977526  x   1.00013646  =   0.99991169
 PX0352
 PX0352:                Primary Azimuth Mark                     Grid Az
 PX0352:SPC WYEC     -  4629 RL                                  096 31 58.8
 PX0352:UTM  12      -  4629 RL                                  093 57 50.0
 PX0352
 PX0352|---------------------------------------------------------------------|
 PX0352| PID    Reference Object                     Distance      Geod. Az  |
 PX0352|                                                           dddmmss.s |
 PX0352| PX0350 4629 RL                             APPROX. 4.0 KM 0954813.4 |
 PX0352|---------------------------------------------------------------------|
 PX0352
 PX0352                          SUPERSEDED SURVEY CONTROL
 PX0352
 PX0352  NAD 83(1986)-  44 27 55.19472(N)    108 22 27.86084(W) AD(       ) 3
 PX0352  NAD 27      -  44 27 55.35327(N)    108 22 25.45843(W) AD(       ) 3
 PX0352  NGVD 29 (07/19/86) 1446.1    (m)         4744.     (f) VERT ANG       
 PX0352
 PX0352.Superseded values are not recommended for survey control.
 PX0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0352.See file dsdata.txt to determine how the superseded data were derived.
 PX0352
 PX0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0885426912(NAD 83)
 PX0352
 PX0352  HISTORY     - Date     Condition        Report By
 PX0352  HISTORY     - 1948     MONUMENTED       USGS
 PX0352  HISTORY     - 1948     GOOD             USGS
 PX0352
 PX0352                          STATION DESCRIPTION
 PX0352
 PX0352'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0352'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION. DESCRIBED AS
 PX0352'FOLLOWS,
 PX0352'
 PX0352'STATION LOCATED ABOUT 3 MI. E. OF BURLINGTON, ABOUT 3 MI. S. OF EMBLEM
 PX0352'ABOUT 7 MI. NW OF OTTO, 0.25 MI. E. OF W. END ON S. EDGE OF LARGE FLAT
 PX0352'MESA CALLED GERMANIA FLAT, AND ABOUT 125 FT. S. OF E-W TRAIL.
 PX0352'
 PX0352'TO REACH FROM SCHOOL HOUSE AT OTTO, GO N. ON DIRT RD. PAST E. SIDE OF
 PX0352'SCHOOL 2.0 MI. TO RD. FORK, TAKE LEFT FORK AND CONTINUE N. 1.0 MI. TO
 PX0352'RD. FORK AT TOP OF SMALL HILL, TURN SHARP RIGHT ONTO RIGHT FORK AND
 PX0352'FOLLOW RIDGE N. 1.8 MI. TO CROSS TRAIL ON TOP OF MESA, TURN LEFT
 PX0352'AND FOLLOW TRAIL W. ALONG S. EDGE OF MESA 3.0 MI. TO TRAIL FORK, TAKE
 PX0352'LEFT FORK AND GO 0.4 MI. TO STATION 125 FT. S. OF TRAIL.
 PX0352'
 PX0352'STATION MARK - A LONG IRON ROD DRIVEN INTO GROUND, OVER WHICH IS
 PX0352'PLACED A STONE WITH A COPPER BOLT SUNK INTO IT.
 PX0352'
 PX0352'REFERENCE MARK NO.1 - USGS CHISLED ON STONE BURIED FLUSH WITH THE
 PX0352'GROUND, 24.96 FT. FROM STATION, S 71 DEG 32 MIN E.
 PX0352'
 PX0352'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED ---TABLE NO.2
 PX0352'1948--- IN TOP OF CONCRETE MONUMENT BURIED IN THE GROUND AND
 PX0352'PROJECTING ABOUT 1 FT., 29.60 FT. FROM STATION, S 05 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0437 ***********************************************************************
 PX0437  DESIGNATION -  TABLE
 PX0437  PID         -  PX0437
 PX0437  STATE/COUNTY-  WY/PARK
 PX0437  USGS QUAD   -  WAPITI (1991)
 PX0437
 PX0437                         *CURRENT SURVEY CONTROL
 PX0437  ___________________________________________________________________
 PX0437* NAD 83(1993)-  44 23 24.57450(N)    109 26 12.58319(W)     ADJUSTED  
 PX0437* NAVD 88     -      2818.5    (meters)    9247.     (feet)  VERTCON   
 PX0437  ___________________________________________________________________
 PX0437  LAPLACE CORR-         -17.09  (seconds)                    DEFLEC99
 PX0437  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PX0437
 PX0437  HORZ ORDER  -  THIRD
 PX0437
 PX0437.The horizontal coordinates were established by classical geodetic methods
 PX0437.and adjusted by the National Geodetic Survey in January 1997..
 PX0437
 PX0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0437
 PX0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0437
 PX0437.The geoid height was determined by GEOID03.
 PX0437
 PX0437;                    North         East     Units Scale Factor Converg.
 PX0437;SPC WYWC     -   432,329.050   545,277.755   MT  0.99997431   -0 28 49.7
 PX0437;UTM  12      - 4,916,396.715   624,502.039   MT  0.99979063   +1 05 37.1
 PX0437
 PX0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0437!SPC WYWC     -   0.99955965  x   0.99997431  =   0.99953398
 PX0437!UTM  12      -   0.99955965  x   0.99979063  =   0.99935038
 PX0437
 PX0437:                Primary Azimuth Mark                     Grid Az
 PX0437:SPC WYWC     -  TIMBER                                   072 28 52.4
 PX0437:UTM  12      -  TIMBER                                   070 54 25.6
 PX0437
 PX0437|---------------------------------------------------------------------|
 PX0437| PID    Reference Object                     Distance      Geod. Az  |
 PX0437|                                                           dddmmss.s |
 PX0437| PX0435 TIMBER                              APPROX. 5.5 KM 0720002.7 |
 PX0437|---------------------------------------------------------------------|
 PX0437
 PX0437                          SUPERSEDED SURVEY CONTROL
 PX0437
 PX0437  NAD 83(1986)-  44 23 24.56288(N)    109 26 12.57370(W) AD(       ) 3
 PX0437  NAD 27      -  44 23 24.72529(N)    109 26 09.98794(W) AD(       ) 3
 PX0437  NGVD 29 (07/19/86) 2817.2    (m)         9243.     (f) VERT ANG       
 PX0437
 PX0437.Superseded values are not recommended for survey control.
 PX0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0437.See file dsdata.txt to determine how the superseded data were derived.
 PX0437
 PX0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2450216397(NAD 83)
 PX0437_MARKER: DD = SURVEY DISK
 PX0437_SETTING: 80 = SET IN A BOULDER
 PX0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0437+STABILITY: SURFACE MOTION
 PX0437
 PX0437  HISTORY     - Date     Condition        Report By
 PX0437  HISTORY     - 1954     MONUMENTED       USGS
 PX0437
 PX0437                          STATION DESCRIPTION
 PX0437
 PX0437'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0437'STATION IS LOCATED 8 MI. S. AND 21 MI. W. OF CODY, WYOMING ON HIGH
 PX0437'GRASS COVERED TOP, ABOUT 1000 FT. W. OF SHOSHONE NATIONAL FOREST FENCE
 PX0437'LINE ON TABLE MOUNTAIN, ON THE DIVIDE BETWEEN THE N. FORK AND SOUTH
 PX0437'FORK OF SHOSHONE RIVER.
 PX0437'
 PX0437'TO REACH FROM POST OFFICE IN CODY, WYOMING, PROCEED WESTERLY ALONG
 PX0437'U.S. HIGHWAY 20 2.2 MI. TURN LEFT SW. ALONG STATE SECONDARY 148, 19.6
 PX0437'MI., GO RIGHT ACROSS CATTLE GUARD 0.9 MI. CROSSING BRIDGE OVER N. FORK
 PX0437'OF SHOSHONE RIVER AND ANOTHER CATTLE GUARD, TURN LEFT ABOUT 500 FT.
 PX0437'BEYOND CATTLE GUARD FOLLOWING TRACK RD. 3.5 MI. GO RIGHT W. ALONG
 PX0437'TRACK RD. 1.9 MI. TO BARN, TAKE SHARP RIGHT ALONG FENCE 0.1 MI. TO
 PX0437'GATE, GO LEFT THRU GATE UP STEEP DRAIN AND ALONG RIDGE 1.5 MI. TO GATE
 PX0437'KEEP TO MAIN RIDGE WESTERLY 1.0 MI. TO GATE IN NATIONAL FOREST
 PX0437'BOUNDARY FENCE, STATION LIES 0.3 MI. NW. ON HIGHEST POINT.
 PX0437'
 PX0437'STATION MARK - A STANDARD TABLET CEMENTED IN EMBEDDED BOULDER AND
 PX0437'STAMPED ---TABLE 1954---.
 PX0437'
 PX0437'REFERENCE MARK NO.1 - A STANDARD TABLET SET IN BOULDER FLUSH WITH
 PX0437'GROUND, DISTANT 151.55 FT., S 05 DEG 47 MIN E, FROM
 PX0437'STATION.
 PX0437'
 PX0437'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET SET IN BOULDER FLUSH
 PX0437'WITH GROUND DISTANT 60.74 FT., S 57 DEG 54 MIN W,
 PX0437'FROM STATION AND STAMPED ---TABLE 1954 NO.2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0538 ***********************************************************************
 NQ0538  DESIGNATION -  TABLE
 NQ0538  PID         -  NQ0538
 NQ0538  STATE/COUNTY-  WY/CONVERSE
 NQ0538  USGS QUAD   -  SHAWNEE (1961)
 NQ0538
 NQ0538                         *CURRENT SURVEY CONTROL
 NQ0538  ___________________________________________________________________
 NQ0538* NAD 83(1993)-  42 39 58.74729(N)    105 00 55.16047(W)     ADJUSTED  
 NQ0538* NAVD 88     -      1535.     (meters)    5036.     (feet)  VERTCON   
 NQ0538  ___________________________________________________________________
 NQ0538  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 NQ0538  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 NQ0538
 NQ0538  HORZ ORDER  -  THIRD
 NQ0538
 NQ0538.The horizontal coordinates were established by classical geodetic methods
 NQ0538.and adjusted by the National Geodetic Survey in January 1997..
 NQ0538
 NQ0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0538
 NQ0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0538
 NQ0538.The geoid height was determined by GEOID03.
 NQ0538
 NQ0538;                    North         East     Units Scale Factor Converg.
 NQ0538;SPC WY E     -   240,598.715   212,406.556   MT  0.99993939   +0 06 09.3
 NQ0538;UTM  13      - 4,723,761.252   498,744.363   MT  0.99960002   -0 00 37.4
 NQ0538
 NQ0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0538!SPC WY E     -   0.99976159  x   0.99993939  =   0.99970099
 NQ0538!UTM  13      -   0.99976159  x   0.99960002  =   0.99936171
 NQ0538
 NQ0538                          SUPERSEDED SURVEY CONTROL
 NQ0538
 NQ0538  NAD 83(1986)-  42 39 58.72562(N)    105 00 55.14947(W) AD(       ) 3
 NQ0538  NAD 27      -  42 39 58.83937(N)    105 00 53.25061(W) AD(       ) 3
 NQ0538  NGVD 29 (07/19/86) 1534.     (m)         5033.     (f) VERT ANG       
 NQ0538
 NQ0538.Superseded values are not recommended for survey control.
 NQ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0538.See file dsdata.txt to determine how the superseded data were derived.
 NQ0538
 NQ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH9874423761(NAD 83)
 NQ0538_MARKER: DD = SURVEY DISK
 NQ0538_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0538_SP_SET: SET IN ROCK OUTCROP
 NQ0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0538+STABILITY: POSITION/ELEVATION WELL
 NQ0538
 NQ0538  HISTORY     - Date     Condition        Report By
 NQ0538  HISTORY     - 1947     MONUMENTED       USGS
 NQ0538
 NQ0538                          STATION DESCRIPTION
 NQ0538
 NQ0538'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0538'LOCATED ABOUT 6 MI. S. OF SHAWNEE, ON A FLAT TOP BUTTE W. OF TWO CONE
 NQ0538'SHAPED HILLS.
 NQ0538'
 NQ0538'TO REACH STATION, PROCEED S. ON THE RD. FROM SHAWNEE FOR 5.7 MI. TO
 NQ0538'A T-RD., TURN RIGHT THRU A GATE AND FOLLOW FENCE LINE W. FOR 0.25 MI.
 NQ0538'TO FENCE CORNER.  THE STATION IS LOCATED ON FLAT TOP BUTTE SW. OF
 NQ0538'FENCE CORNER.
 NQ0538'
 NQ0538'STATION MARK--STANDARD TABLET STAMPED ---TABLE 1947--- SET IN ROCK,
 NQ0538'APPROXIMATELY 12 FT. N. OF SHARP DROP OFF.
 NQ0538'
 NQ0538'REFERENCE MARK NO. 1--HOLE 4 IN. DEEP DRILLED IN ROCK 19.6 FT. SW. OF
 NQ0538'STATION NEAR LEDGE.
 NQ0538'
 NQ0538'REFERENCE MARK NO. 2--4 IN. HOLE DRILLED IN ROCK NEAR LEDGE 22.2 FT.
 NQ0538'SE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0501 ***********************************************************************
 PX0501  DESIGNATION -  TABLE
 PX0501  PID         -  PX0501
 PX0501  STATE/COUNTY-  WY/PARK
 PX0501  USGS QUAD   -  DILLWORTH BENCH (1991)
 PX0501
 PX0501                         *CURRENT SURVEY CONTROL
 PX0501  ___________________________________________________________________
 PX0501* NAD 83(1993)-  44 48 28.75955(N)    109 27 32.70128(W)     ADJUSTED  
 PX0501* NAVD 88     -      2438.4    (meters)    8000.     (feet)  VERTCON   
 PX0501  ___________________________________________________________________
 PX0501  LAPLACE CORR-         -22.58  (seconds)                    DEFLEC99
 PX0501  GEOID HEIGHT-          -9.15  (meters)                     GEOID03
 PX0501
 PX0501  HORZ ORDER  -  THIRD
 PX0501
 PX0501.The horizontal coordinates were established by classical geodetic methods
 PX0501.and adjusted by the National Geodetic Survey in January 1997..
 PX0501
 PX0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0501
 PX0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0501
 PX0501.The geoid height was determined by GEOID03.
 PX0501
 PX0501;                    North         East     Units Scale Factor Converg.
 PX0501;SPC WYWC     -   478,772.141   543,908.071   MT  0.99997618   -0 29 59.0
 PX0501;UTM  12      - 4,962,775.633   621,852.843   MT  0.99978258   +1 05 09.8
 PX0501
 PX0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0501!SPC WYWC     -   0.99961926  x   0.99997618  =   0.99959545
 PX0501!UTM  12      -   0.99961926  x   0.99978258  =   0.99940192
 PX0501
 PX0501                          SUPERSEDED SURVEY CONTROL
 PX0501
 PX0501  NAD 83(1993)-  44 48 28.74971(N)    109 27 32.68737(W) AD(       ) 3
 PX0501  NAD 83(1986)-  44 48 28.74101(N)    109 27 32.67375(W) AD(       ) 3
 PX0501  NGVD 29 (09/11/89) 2437.2    (m)         7996.     (f) VERT ANG       
 PX0501
 PX0501.Superseded values are not recommended for survey control.
 PX0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0501.See file dsdata.txt to determine how the superseded data were derived.
 PX0501
 PX0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2185362776(NAD 83)
 PX0501_MARKER: DS = TRIANGULATION STATION DISK
 PX0501_SETTING: 0 = UNSPECIFIED SETTING
 PX0501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0501
 PX0501  HISTORY     - Date     Condition        Report By
 PX0501  HISTORY     - 1947     MONUMENTED       USGS
 PX0501
 PX0501                          STATION DESCRIPTION
 PX0501
 PX0501'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0501'STATION IS LOCATED ABOUT 2.3 MI. N. AND 1 MI. W. OF THE PAINTER POST
 PX0501'OFFICE AND ON THE E. POINT OF A HIGH RIDGE WHICH DROPS OFF IN A CLIFF
 PX0501'TO THE N., STATION IS ON A ROCK KNOLL AND ON THE END OF THE RIDGE.
 PX0501'LOCATED 0.8 MI. W. AND 0.2 MI. S. OF SEC. COR. 24,25,19,30. T.56 N.,
 PX0501'R.104 AND 105 W.
 PX0501'
 PX0501'TO REACH STATION FROM THE POST OFFICE IN CODY, WYOMING FOLLOW THE MAIN
 PX0501'RD. INTO SUNLIGHT BASIN AND THE MAIN RD. TO COOKE CITY TO A RD.
 PX0501'FORK W. TO THE DODD RANCH.  FOLLOW THE RD. TOWARD DODDS RANCH FOR
 PX0501'ABOUT 1 MI. TO THE APPARENT SUMMIT OR END OF SWITCHBACKS.  LEAVE TRUCK
 PX0501'AND CLIMB TO TOP OF THE MOUNTAIN TO THE N. FOLLOW ALONG THE CREST TO
 PX0501'THE E. TO HIGHEST POINT AND STATION LOCATION.
 PX0501'
 PX0501'STATION MARK - STANDARD STATION TABLET STAMPED---TABLE 1947---
 PX0501'CEMENTED IN ROCK RIDGE.  STAMPED---VABM 8002---.
 PX0501'
 PX0501'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0447 ***********************************************************************
 OW0447  DESIGNATION -  TABLE
 OW0447  PID         -  OW0447
 OW0447  STATE/COUNTY-  WY/FREMONT
 OW0447  USGS QUAD   -  CIRCLE RIDGE (1977)
 OW0447
 OW0447                         *CURRENT SURVEY CONTROL
 OW0447  ___________________________________________________________________
 OW0447* NAD 83(1993)-  43 30 18.90803(N)    109 07 10.61216(W)     ADJUSTED  
 OW0447* NAVD 88     -      2090.0    (meters)    6857.     (feet)  VERTCON   
 OW0447  ___________________________________________________________________
 OW0447  LAPLACE CORR-         -12.85  (seconds)                    DEFLEC99
 OW0447  GEOID HEIGHT-          -9.76  (meters)                     GEOID03
 OW0447
 OW0447  HORZ ORDER  -  THIRD
 OW0447
 OW0447.The horizontal coordinates were established by classical geodetic methods
 OW0447.and adjusted by the National Geodetic Survey in January 1997..
 OW0447
 OW0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0447
 OW0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0447
 OW0447.The geoid height was determined by GEOID03.
 OW0447
 OW0447;                    North         East     Units Scale Factor Converg.
 OW0447;SPC WYWC     -   333,848.979   570,111.256   MT  0.99994848   -0 15 16.0
 OW0447;UTM  12      - 4,818,642.165   652,006.794   MT  0.99988422   +1 17 41.1
 OW0447
 OW0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0447!SPC WYWC     -   0.99967390  x   0.99994848  =   0.99962239
 OW0447!UTM  12      -   0.99967390  x   0.99988422  =   0.99955816
 OW0447
 OW0447:                Primary Azimuth Mark                     Grid Az
 OW0447:SPC WYWC     -  BLACK                                    293 15 44.9
 OW0447:UTM  12      -  BLACK                                    291 42 47.8
 OW0447
 OW0447|---------------------------------------------------------------------|
 OW0447| PID    Reference Object                     Distance      Geod. Az  |
 OW0447|                                                           dddmmss.s |
 OW0447| OW0391 BLACK                               APPROX. 8.6 KM 2930028.9 |
 OW0447|---------------------------------------------------------------------|
 OW0447
 OW0447                          SUPERSEDED SURVEY CONTROL
 OW0447
 OW0447  NAD 83(1986)-  43 30 18.89437(N)    109 07 10.60666(W) AD(       ) 3
 OW0447  NGVD 29 (11/06/89) 2088.8    (m)         6853.     (f) VERT ANG       
 OW0447
 OW0447.Superseded values are not recommended for survey control.
 OW0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0447.See file dsdata.txt to determine how the superseded data were derived.
 OW0447
 OW0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP5200718642(NAD 83)
 OW0447_MARKER: DS = TRIANGULATION STATION DISK
 OW0447_SETTING: 0 = UNSPECIFIED SETTING
 OW0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0447
 OW0447  HISTORY     - Date     Condition        Report By
 OW0447  HISTORY     - 1950     MONUMENTED       USGS
 OW0447
 OW0447                          STATION DESCRIPTION
 OW0447
 OW0447'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0447'LOCATED IN NW. PART OF WASHAKIE INDIAN RESERVATION, IN SEC. 9, T 6 N,
 OW0447'R 3 W, ON TOP OF A LOW TABLE TOP MESA.
 OW0447'
 OW0447'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 287 AND WYOMING STATE
 OW0447'HIGHWAY 287 NEAR DIVERSION DAM, TAKE U.S. HIGHWAY 287 IN NW. DIRECTION
 OW0447'15.9 MI. TO CROWHEART POST OFFICE, CONTINUE 1.1 MI. TO RD. LEADING OFF
 OW0447'TO RIGHT.  THE FENCE RAILINGS NEAR THE GATE ARE PAINTED RED, WHITE,
 OW0447'AND BLUE WITH SIGNS --TO WIND RIVER, CROW CREEK, AND BLACK MOUNTAIN
 OW0447'AREA--.  LEAVE THE HIGHEAY AND GO NE. ALONG GOOD DIRT RD. FOR 3.0 MI.
 OW0447'TO INTERSECTION, TURN RIGHT AND GO 0.6 MI. TO STEEL BRIDGE ACROSS THE
 OW0447'WIND RIVER, CROSS BRIDGE AND GO UP-GRADE 0.2 MI. TO INTERSECTION, TURN
 OW0447'LEFT AND GO NNW. 0.2 MI. UP VERY STEEP GRADE TO RD. FORK, TURN LEFT
 OW0447'AND TRAVEL ALMOST DUE N. 0.5 MI. TO RD. FORK, TURN RIGHT AT FORK AND
 OW0447'GO 0.4 MI. TO FORK, TAKE RIGHT FORK AND GO 1.3 MI. TO --Y--, KEEP
 OW0447'STRAIGHT AHEAD FOR 0.1 MI. PASSING A SAND DUNE TO LEFT, GO 1.0 MI. TO
 OW0447'FORK, TURN RIGHT AND GO 1.5 MI. TO A FORK, TURN LEFT AND GO 0.7 MI. TO
 OW0447'FORK, TAKE LEFT AND GO 0.5 MI. TO TRAIL RD. LEADING OFF TO THE RIGHT,
 OW0447'KEEP LEFT AND GO 3.1 MI. TO RD. LOOP CROSSING VALLEY FLOOR, TAKE
 OW0447'EITHER SIDE AND GO 0.9 MI. THRU A SMALL SADDLE, CONTINUE 0.1 MI. TO
 OW0447'RD. FORK, KEEP LEFT AND AT ABOUT 20 FT. FROM FORK PASS THRU SW-NE.
 OW0447'FENCE LINE WITH RED, WHITE, AND BLUE MARKER PAINTED ON RAIL ON LEFT
 OW0447'SIDE GATE, ABOUT 50 FT. FROM FENCE RD. FORKS AGAIN, KEEP LEFT AND GO
 OW0447'0.6 MI. TO CATTLEGUARD, IN E-W. FENCE, JUST BEYOND CATTLEGUARD THE RD.
 OW0447'BRANCHES OFF TO THE RIGHT WITH DIRECTIONAL SIGN --KOLLENBERG 0.5
 OW0447'MI.--, KEEP LEFT AND GO 0.5 MI. TO RD. FORK, TURN RIGHT AND GO IN A
 OW0447'NE. DIRECTION 0.4 MI. TO PASS OVER A SMALL RIDGE, THEN GO DOWN OVER
 OW0447'CUT-BACK 0.4 MI. TO WOODEN BRIDGE, CONTINUE 0.2 MI. TO CATTLEGUARD,
 OW0447'THEN KEEP RIGHT AT RD. FORK 30 FT. BEYOND, GO UP-GRADE IN THE
 OW0447'DIRECTION OF BLACK MOUNTAIN 0.4 MI. TO CATTLEGUARD, CONTINUE 0.8 MI.
 OW0447'TO CATTLEGUARD, CONTINUE 0.8 MI. TO ANOTHER CATTLEGUARD, CONTINUE E.
 OW0447'3.2 MI. PASS THRU TWO HIGH HILLS, CONTINUE 1.2 MI. OVER AND DOWN
 OW0447'WINDING RD. TO WOODEN BRIDGE, CONTINUE 1.4 MI. TO RD. FORK, TURN
 OW0447'RIGHT AND GO 0.6 MI. TO A FORK IN A DRAW, TAKE POOR RD. TO RIGHT AND
 OW0447'STAY ON THE RIGHT SIDE OF A DEEP DITCH, GO 0.1 MI. AND CUT OFF TO
 OW0447'RIGHT ACROSS COUNTRY TO TOP OF TABLE MESA, TURN LEFT AND GO S. 0.3
 OW0447'MI. TO STATION LOCATED AT THE N. EDGE OF THE TABLE MESA.
 OW0447'
 OW0447'RECOVERED BY USGS IN 1967.
 OW0447'
 OW0447'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN LARGE
 OW0447'BOULDER, FLUSH WITH GROUND, STAMPED---WR TABLE 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1219 ***********************************************************************
 PY1219  DESIGNATION -  TABLE ET
 PY1219  PID         -  PY1219
 PY1219  STATE/COUNTY-  WY/PARK
 PY1219  USGS QUAD   -  EAGLE PEAK (1991)
 PY1219
 PY1219                         *CURRENT SURVEY CONTROL
 PY1219  ___________________________________________________________________
 PY1219* NAD 83(1993)-  44 17 46.15474(N)    110 03 18.51497(W)     ADJUSTED  
 PY1219* NAVD 88     -      3373.8    (meters)   11069.     (feet)  VERTCON   
 PY1219  ___________________________________________________________________
 PY1219  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 PY1219  GEOID HEIGHT-          -7.38  (meters)                     GEOID03
 PY1219
 PY1219  HORZ ORDER  -  THIRD
 PY1219
 PY1219.The horizontal coordinates were established by classical geodetic methods
 PY1219.and adjusted by the National Geodetic Survey in January 1997..
 PY1219
 PY1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1219
 PY1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1219
 PY1219.The geoid height was determined by GEOID03.
 PY1219
 PY1219;                    North         East     Units Scale Factor Converg.
 PY1219;SPC WYWC     -   422,482.972   495,847.822   MT  1.00007086   -0 54 41.6
 PY1219;UTM  12      - 4,905,200.936   575,375.331   MT  0.99966987   +0 39 35.6
 PY1219
 PY1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1219!SPC WYWC     -   0.99947242  x   1.00007086  =   0.99954324
 PY1219!UTM  12      -   0.99947242  x   0.99966987  =   0.99914246
 PY1219
 PY1219:                Primary Azimuth Mark                     Grid Az
 PY1219:SPC WYWC     -  TRIDENT ET                               160 56 40.7
 PY1219:UTM  12      -  TRIDENT ET                               159 22 23.5
 PY1219
 PY1219|---------------------------------------------------------------------|
 PY1219| PID    Reference Object                     Distance      Geod. Az  |
 PY1219|                                                           dddmmss.s |
 PY1219| PY1222 TRIDENT ET                          APPROX.10.7 KM 1600159.1 |
 PY1219|---------------------------------------------------------------------|
 PY1219
 PY1219                          SUPERSEDED SURVEY CONTROL
 PY1219
 PY1219  NAD 83(1993)-  44 17 46.14921(N)    110 03 18.51012(W) AD(       ) 3
 PY1219  NAD 83(1986)-  44 17 46.14419(N)    110 03 18.50239(W) AD(       ) 3
 PY1219  NAD 27      -  44 17 46.34696(N)    110 03 15.81053(W) AD(       ) 3
 PY1219  NGVD 29 (07/19/86) 3372.4    (m)        11064.     (f) VERT ANG       
 PY1219
 PY1219.Superseded values are not recommended for survey control.
 PY1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1219.See file dsdata.txt to determine how the superseded data were derived.
 PY1219
 PY1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ7537505201(NAD 83)
 PY1219_MARKER: DD = SURVEY DISK
 PY1219_SETTING: 80 = SET IN A BOULDER
 PY1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1219+STABILITY: SURFACE MOTION
 PY1219
 PY1219  HISTORY     - Date     Condition        Report By
 PY1219  HISTORY     - 1968     MONUMENTED       USGS
 PY1219
 PY1219                          STATION DESCRIPTION
 PY1219
 PY1219'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 PY1219'STATION IS LOCATED ABOUT 14.0 MI. (AIRLINE) S. OF E. ENTRANCE, ABOUT
 PY1219'9.0 MI. (AIRLINE) E. OF TRAIL CREEK CAMP, ON THE N. END AND HIGHER
 PY1219'POINT OF TABLE MOUNTAIN.
 PY1219'
 PY1219'STATION REACHED VIA HELICOPTER.
 PY1219'
 PY1219'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK BOULDER FLUSH WITH
 PY1219'GROUND, STAMPED ---TABLE-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0837 ***********************************************************************
 OX0837  DESIGNATION -  TABLE MTN ET
 OX0837  PID         -  OX0837
 OX0837  STATE/COUNTY-  WY/TETON
 OX0837  USGS QUAD   -  GRAND TETON (1968)
 OX0837
 OX0837                         *CURRENT SURVEY CONTROL
 OX0837  ___________________________________________________________________
 OX0837* NAD 83(1993)-  43 44 48.28629(N)    110 51 06.58068(W)     ADJUSTED  
 OX0837* NAVD 88     -      3386.6    (meters)   11111.     (feet)  VERTCON   
 OX0837  ___________________________________________________________________
 OX0837  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 OX0837  GEOID HEIGHT-          -8.75  (meters)                     GEOID03
 OX0837
 OX0837  HORZ ORDER  -  THIRD
 OX0837
 OX0837.The horizontal coordinates were established by classical geodetic methods
 OX0837.and adjusted by the National Geodetic Survey in January 1997..
 OX0837
 OX0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0837
 OX0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0837
 OX0837.The geoid height was determined by GEOID03.
 OX0837
 OX0837;                    North         East     Units Scale Factor Converg.
 OX0837;SPC WY W     -   460,899.143   738,104.177   MT  0.99998461   -0 31 53.1
 OX0837;UTM  12      - 4,843,755.790   511,929.976   MT  0.99960175   +0 06 08.8
 OX0837
 OX0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0837!SPC WY W     -   0.99947060  x   0.99998461  =   0.99945521
 OX0837!UTM  12      -   0.99947060  x   0.99960175  =   0.99907256
 OX0837
 OX0837:                Primary Azimuth Mark                     Grid Az
 OX0837:SPC WY W     -  LEIGH ET                                 347 55 02.9
 OX0837:UTM  12      -  LEIGH ET                                 347 17 01.0
 OX0837
 OX0837|---------------------------------------------------------------------|
 OX0837| PID    Reference Object                     Distance      Geod. Az  |
 OX0837|                                                           dddmmss.s |
 OX0837| OX0855 LEIGH ET                            APPROX. 6.7 KM 3472309.8 |
 OX0837|---------------------------------------------------------------------|
 OX0837
 OX0837                          SUPERSEDED SURVEY CONTROL
 OX0837
 OX0837  NAD 83(1993)-  43 44 48.28310(N)    110 51 06.57158(W) AD(       ) 3
 OX0837  NAD 83(1986)-  43 44 48.27856(N)    110 51 06.56908(W) AD(       ) 3
 OX0837  NAD 27      -  43 44 48.54306(N)    110 51 03.77310(W) AD(       ) 3
 OX0837  NGVD 29 (07/19/86) 3385.1    (m)        11106.     (f) VERT ANG       
 OX0837
 OX0837.Superseded values are not recommended for survey control.
 OX0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0837.See file dsdata.txt to determine how the superseded data were derived.
 OX0837
 OX0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1193043756(NAD 83)
 OX0837_MARKER: DD = SURVEY DISK
 OX0837_SETTING: 0 = UNSPECIFIED SETTING
 OX0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0837
 OX0837  HISTORY     - Date     Condition        Report By
 OX0837  HISTORY     - 1968     MONUMENTED       USGS
 OX0837
 OX0837                          STATION DESCRIPTION
 OX0837
 OX0837'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OX0837'STATION IS LOCATED IN TETON COUNTY, WYOMING, ABOUT 18 MI. N. AND 4.0
 OX0837'MI. W. OF JACKSON, WYOMING, ABOUT 0.5 MI. N. AND 2.5 MI. W. OF THE
 OX0837'GRAND TETON.  ON A PROMINENT FLAT TOPPED MOUNTAIN ON THE W. BOUNDARY
 OX0837'OF GRAND TETON NATIONAL PARK.  STATION REACHED BY HELICOPTER.
 OX0837'
 OX0837'STATION MARK--STANDARD USGS TABLET, STAMPED ---VABM 11101---.
 OX0837'STAMPING ADDED ---TABLE MTN. ET. 1968---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1201 ***********************************************************************
 MO1201  DESIGNATION -  TALL NEW HOUSE WEST GABLE
 MO1201  PID         -  MO1201
 MO1201  STATE/COUNTY-  WY/LARAMIE
 MO1201  USGS QUAD   -  FEDERAL (1978)
 MO1201
 MO1201                         *CURRENT SURVEY CONTROL
 MO1201  ___________________________________________________________________
 MO1201* NAD 83(1993)-  41 15 45.74430(N)    105 02 36.91354(W)     ADJUSTED  
 MO1201* NAVD 88     -                                                        
 MO1201  ___________________________________________________________________
 MO1201  LAPLACE CORR-         -14.79  (seconds)                    DEFLEC99
 MO1201  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 MO1201
 MO1201  HORZ ORDER  -  THIRD
 MO1201
 MO1201.The horizontal coordinates were established by classical geodetic methods
 MO1201.and adjusted by the National Geodetic Survey in January 1997..
 MO1201
 MO1201
 MO1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1201
 MO1201.The geoid height was determined by GEOID03.
 MO1201
 MO1201;                    North         East     Units Scale Factor Converg.
 MO1201;SPC WY E     -    84,701.830   210,313.454   MT  0.99993881   +0 04 52.2
 MO1201;UTM  13      - 4,567,921.586   496,348.852   MT  0.99960016   -0 01 43.5
 MO1201
 MO1201                          SUPERSEDED SURVEY CONTROL
 MO1201
 MO1201  NAD 83(1986)-  41 15 45.72738(N)    105 02 36.90489(W) AD(       ) 4
 MO1201  NAD 27      -  41 15 45.80100(N)    105 02 34.99700(W) AD(       ) 3
 MO1201
 MO1201.Superseded values are not recommended for survey control.
 MO1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1201.See file dsdata.txt to determine how the superseded data were derived.
 MO1201
 MO1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9634967922(NAD 83)
 MO1201_MARKER: 81 = GABLE
 MO1201
 MO1201  HISTORY     - Date     Condition        Report By
 MO1201  HISTORY     - 1912     FIRST OBSERVED   CGS
 MO1201
 MO1201                          STATION DESCRIPTION
 MO1201
 MO1201'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0255 ***********************************************************************
 PV0255  DESIGNATION -  TANK
 PV0255  PID         -  PV0255
 PV0255  STATE/COUNTY-  WY/CAMPBELL
 PV0255  USGS QUAD   -  GILLETTE WEST (1971)
 PV0255
 PV0255                         *CURRENT SURVEY CONTROL
 PV0255  ___________________________________________________________________
 PV0255* NAD 83(1993)-  44 17 03.61061(N)    105 30 12.83091(W)     ADJUSTED  
 PV0255* NAVD 88     -      1437.099  (meters)    4714.88   (feet)  POSTED    
 PV0255  ___________________________________________________________________
 PV0255  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 PV0255  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0255  DYNAMIC HT  -        1436.510 (meters)    4712.95  (feet)  COMP
 PV0255  MODELED GRAV-     980,155.8   (mgal)                       NAVD 88
 PV0255
 PV0255  HORZ ORDER  -  SECOND
 PV0255  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PV0255
 PV0255.The horizontal coordinates were established by classical geodetic methods
 PV0255.and adjusted by the National Geodetic Survey in January 1997..
 PV0255
 PV0255.The orthometric height was determined by differential leveling
 PV0255.and adjusted by the National Geodetic Survey in 1992..
 PV0255.No vertical observational check was made to the station.
 PV0255.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PV0255.was located on a no-check spur therefore a value was not computed.
 PV0255
 PV0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0255
 PV0255.The geoid height was determined by GEOID03.
 PV0255
 PV0255.The dynamic height is computed by dividing the NAVD 88
 PV0255.geopotential number by the normal gravity value computed on the
 PV0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0255.degrees latitude (g = 980.6199 gals.).
 PV0255
 PV0255.The modeled gravity was interpolated from observed gravity values.
 PV0255
 PV0255;                    North         East     Units Scale Factor Converg.
 PV0255;SPC WY E     -   420,396.576   173,109.792   MT  0.99994639   -0 14 06.8
 PV0255;UTM  13      - 4,903,577.517   459,820.486   MT  0.99961985   -0 21 05.8
 PV0255
 PV0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0255!SPC WY E     -   0.99977694  x   0.99994639  =   0.99972335
 PV0255!UTM  13      -   0.99977694  x   0.99961985  =   0.99939688
 PV0255
 PV0255:                Primary Azimuth Mark                     Grid Az
 PV0255:SPC WY E     -  HIGHWAY 16 STA 39+44.7 FI 120.8          067 49 29.8
 PV0255:UTM  13      -  HIGHWAY 16 STA 39+44.7 FI 120.8          067 56 28.8
 PV0255
 PV0255|---------------------------------------------------------------------|
 PV0255| PID    Reference Object                     Distance      Geod. Az  |
 PV0255|                                                           dddmmss.s |
 PV0255| CQ4189 HIGHWAY 16 STA 39+44.7 FI 120.8                    0673523.0 |
 PV0255| PV0256 TANK RM 1                            10.400 METERS 06818     |
 PV0255| PV0558 GILLETTE MUNICIPAL TANK               6.169 METERS 20620     |
 PV0255| PV0254 TANK RM 2                             9.353 METERS 31321     |
 PV0255|---------------------------------------------------------------------|
 PV0255
 PV0255                          SUPERSEDED SURVEY CONTROL
 PV0255
 PV0255  NAD 83(1986)-  44 17 03.59673(N)    105 30 12.80436(W) AD(       ) 2
 PV0255  NAD 27      -  44 17 03.66800(N)    105 30 10.81400(W) AD(       ) 2
 PV0255  NGVD 29 (??/??/92) 1436.448  (m)         4712.75   (f) ADJ UNCH    1 2
 PV0255
 PV0255.Superseded values are not recommended for survey control.
 PV0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0255.See file dsdata.txt to determine how the superseded data were derived.
 PV0255
 PV0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK5982003578(NAD 83)
 PV0255_MARKER: DS = TRIANGULATION STATION DISK
 PV0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0255_SP_SET: CONCRETE POST
 PV0255_STAMPING: TANK 1955
 PV0255_MARK LOGO: CGS   
 PV0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0255+STABILITY: SURFACE MOTION
 PV0255
 PV0255  HISTORY     - Date     Condition        Report By
 PV0255  HISTORY     - 1955     MONUMENTED       CGS
 PV0255  HISTORY     - 1957     GOOD             NGS
 PV0255  HISTORY     - 1966     GOOD             CGS
 PV0255  HISTORY     - 1970     GOOD             USAF
 PV0255  HISTORY     - 1971     GOOD             USGS
 PV0255  HISTORY     - 1977     GOOD             NGS
 PV0255  HISTORY     - 1985     GOOD             NGS
 PV0255
 PV0255                          STATION DESCRIPTION
 PV0255
 PV0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 PV0255'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL IN THE
 PV0255'TOWN OF GILLETTE.  IT LIES ABOUT 100 YARDS EAST OF THE HIGHEST
 PV0255'POINT OF THE HILL AND 6.169 METERS NORTH OF THE CENTER OF
 PV0255'A STEEL WATER TANK.
 PV0255'
 PV0255'TO REACH FROM THE POSTOFFICE IN GILLETTE.  GO SOUTH ON GILLETTE
 PV0255'AVENUE FOR 0.25 MILE.  PASS TO THE WEST OF THE HIGH SCHOOL
 PV0255'AND CONTINUE SOUTH, ON THE GRADED ROAD, FOR 0.15 MILE TO THE
 PV0255'TANK AND THE STATION.
 PV0255'
 PV0255'THE STATION IS A STANDARD DISK, STAMPED TANK 1955, SET IN
 PV0255'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 PV0255'
 PV0255'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED TANK
 PV0255'1955, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH
 PV0255'IS LOCATED ABOUT 48 INCHES BELOW THE SURFACE OF THE GROUND.
 PV0255'
 PV0255'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED TANK
 PV0255'NO 1 1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 PV0255'PROJECTS 8 INCHES.  IT IS LOCATED ON THE NORTHEAST SLOPE OF
 PV0255'THE STATION HILL ABOUT 5 FEET LOWER THAN THE STATION.
 PV0255'
 PV0255'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED TANK
 PV0255'NO 2 1955, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 PV0255'PROJECTS 8 INCHES.  IT IS LOCATED ABOUT 100 FEET NORTHEAST
 PV0255'OF A TRACK ROAD INTERSECTION, 30.5 FEET NORTHWEST OF A STEEL
 PV0255'WATER TANK AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 PV0255'
 PV0255'THE AZIMUTH MARK IS A STATE HIGHWAY DEPARTMENT ROW DISK,
 PV0255'STAMPED FI 120.8 STA 39-44.7 EL 4514.7, SET IN THE TOP OF
 PV0255'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS LOCATED
 PV0255'ABOUT 1.5 MILES NORTHEAST OF THE STATION, 51 FEET SOUTH OF
 PV0255'A WIRE FENCE, 43 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 PV0255'NUMBER 16 AND AT A T-ROAD INTERSECTION.
 PV0255
 PV0255                          STATION RECOVERY (1957)
 PV0255
 PV0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PV0255'0.8 MI S FROM GILLETTE.
 PV0255'ABOUT 0.35 MILE SOUTH ALONG A DIRT STREET FROM THE FOOTBALL
 PV0255'FIELD AT GILLETTE, NEAR THE CREST OF A HILL AND THE CITY WATER
 PV0255'TANK, 300 FEET EAST OF THE CREST OF THE HILL, 9.3 FEET
 PV0255'NORTH-NORTHEAST OF THE NEAR EDGE OF THE STEEL WATER TANK, 72 FEET
 PV0255'NORTH-NORTHWEST OF A TRANSFORMER POLE, 14.4 FEET NORTH-NORTHWEST
 PV0255'OF THE NORTHWEST CORNER OF A CONCRETE BLOCK AROUND A DEEP WELL,
 PV0255'34 FEET SOUTHWEST OF REFERENCE MARK NO. 1, 30.6 FEET SOUTHEAST
 PV0255'OF REFERENCE MARK NO. 2, AND IN THE TOP OF A CONCRETE POST
 PV0255'PROJECTING 7 INCHES.
 PV0255
 PV0255                          STATION RECOVERY (1966)
 PV0255
 PV0255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 PV0255'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 PV0255'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 PV0255'GOOD CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 PV0255'
 PV0255'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO
 PV0255'SOUTH ON GILLETTE AVENUE FOR 0.25 MILE TO EAST SEVENTH STREET.
 PV0255'TURN LEFT AND GO EAST ON EAST SEVENTH STREET FOR 0.05 MILE
 PV0255'TO KENDRICK AVENUE.  TURN RIGHT AND GO SOUTH ON KENDRICK
 PV0255'AVENUE FOR 0.4 MILE TO TWO WATER TANKS AND THE STATION.
 PV0255'
 PV0255'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED
 PV0255'ON A SMALL KNOLL JUST SOUTH OF THE GILLETTE HIGH SCHOOL AND
 PV0255'20 FEET NORTH OF TWO SMALL WATER TANKS.
 PV0255
 PV0255                          STATION RECOVERY (1970)
 PV0255
 PV0255'RECOVERY NOTE BY US AIR FORCE 1970
 PV0255'STATION AND BOTH R.M.S WERE RECOVERED IN GOOD CONDITION.  A
 PV0255'THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK (STATE HIGHWAY
 PV0255'DEPARTMENT R.O.W. MARKER) BUT WAS NOT FOUND.  A NEW LARGE
 PV0255'GREEN WATER TANK HAS BEEN BUILT ON THE SUMMIT OF THE HILL.
 PV0255'THE TWO OLD TANKS BY THE STATION ARE INTACT, BUT ARE NOW
 PV0255'ABANDONED.
 PV0255'
 PV0255'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 PV0255'
 PV0255'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GILLETTE,
 PV0255'WYOMING, GO SOUTH ON GILLETTE AVENUE FOR 0.25 MILE TO THE
 PV0255'GILLETTE HIGH SCHOOL.  TURN LEFT (EAST) FOR 0.1 MILE TO KENDRICK
 PV0255'STREET.  TURN RIGHT (SOUTH) ON KENDRICK FOR 0.05 MILE TO A
 PV0255'FORK.  TAKE THE LEFT FORK, AND CONTINUE UP THE SIDE OF A
 PV0255'HILL FOR 0.4 MILE TO THE TWO OLD TANKS AND THE STATION ON
 PV0255'THE RIGHT.
 PV0255
 PV0255                          STATION RECOVERY (1971)
 PV0255
 PV0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GRS)
 PV0255'TO REACH STATION FROM THE POST OFFICE IN GILLETTE, WYO.
 PV0255'PROCEED EAST ONE BLOCK TO KENDRICKS AVE.  TURN RIGHT (SOUTH)
 PV0255'FOR 0.3 MILE TO ROAD EAST OF HIGH SCHOOL, CONTINUE 0.4 MILE
 PV0255'SOUTH AND AROUND EAST SIDE OF STADIUM TO THE CITY (NEW) WATER
 PV0255'TANK.  THE STATION IS 50 FEET SOUTH AND 200 FEET EAST OF THE
 PV0255'WATER TANK ON A SMALL KNOB.
 PV0255
 PV0255                          STATION RECOVERY (1977)
 PV0255
 PV0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 PV0255'STATION MARK AND REFERENCE MARKS ONE AND TWO WERE RECOVERED AS
 PV0255'DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 PV0255
 PV0255                          STATION RECOVERY (1985)
 PV0255
 PV0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0832 ***********************************************************************
 MR0832  DESIGNATION -  TANK
 MR0832  PID         -  MR0832
 MR0832  STATE/COUNTY-  WY/LINCOLN
 MR0832  USGS QUAD   -  KEMMERER (1985)
 MR0832
 MR0832                         *CURRENT SURVEY CONTROL
 MR0832  ___________________________________________________________________
 MR0832* NAD 83(1993)-  41 47 31.29717(N)    110 32 44.79836(W)     ADJUSTED  
 MR0832* NAVD 88     -      2160.5    (meters)    7088.     (feet)  VERTCON   
 MR0832  ___________________________________________________________________
 MR0832  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 MR0832  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MR0832
 MR0832  HORZ ORDER  -  THIRD
 MR0832
 MR0832.The horizontal coordinates were established by classical geodetic methods
 MR0832.and adjusted by the National Geodetic Survey in January 1997..
 MR0832
 MR0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0832
 MR0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0832
 MR0832.The geoid height was determined by GEOID03.
 MR0832
 MR0832;                    North         East     Units Scale Factor Converg.
 MR0832;SPC WY W     -   243,582.707   761,564.015   MT  0.99995567   -0 18 29.5
 MR0832;UTM  12      - 4,626,785.335   537,739.927   MT  0.99961753   +0 18 09.8
 MR0832
 MR0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0832!SPC WY W     -   0.99966347  x   0.99995567  =   0.99961916
 MR0832!UTM  12      -   0.99966347  x   0.99961753  =   0.99928113
 MR0832
 MR0832:                Primary Azimuth Mark                     Grid Az
 MR0832:SPC WY W     -  TANK AZ MK                               020 49 24.0
 MR0832:UTM  12      -  TANK AZ MK                               020 12 44.7
 MR0832
 MR0832|---------------------------------------------------------------------|
 MR0832| PID    Reference Object                     Distance      Geod. Az  |
 MR0832|                                                           dddmmss.s |
 MR0832| CP5895 TANK AZ MK                                         0203054.5 |
 MR0832| MR0839 KEMMERER MTN STS TEL MICROWAVE      APPROX. 6.2 KM 0350628.7 |
 MR0832| MR0831 KEMMERER MUNICIPAL TANK               2.628 METERS 04155     |
 MR0832| MR0843 KEMMERER GRADE SCHOOL STACK         420.219 METERS 0530800.6 |
 MR0832| CP5896 TANK RM 1                             7.081 METERS 06832     |
 MR0832| CP5897 TANK RM 2                             5.798 METERS 34302     |
 MR0832|---------------------------------------------------------------------|
 MR0832
 MR0832                          SUPERSEDED SURVEY CONTROL
 MR0832
 MR0832  NAD 83(1986)-  41 47 31.28826(N)    110 32 44.79629(W) AD(       ) 3
 MR0832  NAD 27      -  41 47 31.47520(N)    110 32 42.18630(W) AD(       ) 3
 MR0832  NGVD 29 (07/19/86) 2159.1    (m)         7084.     (f) VERT ANG       
 MR0832
 MR0832.Superseded values are not recommended for survey control.
 MR0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0832.See file dsdata.txt to determine how the superseded data were derived.
 MR0832
 MR0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3774026785(NAD 83)
 MR0832_MARKER: DS = TRIANGULATION STATION DISK
 MR0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0832
 MR0832  HISTORY     - Date     Condition        Report By
 MR0832  HISTORY     - 1962     MONUMENTED       CGS
 MR0832
 MR0832                          STATION DESCRIPTION
 MR0832
 MR0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0832'THE STATION IS LOCATED UNDER THE ELEVATED SILVER WATER TANK IN
 MR0832'THE SOUTHWEST PART OF KEMMERER.
 MR0832'
 MR0832'THE STATION MARK IS A STANDARD DISK, STAMPED TANK 1962, SET
 MR0832'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 MR0832'IT IS 8.62 FEET SOUTHWEST OF THE CENTER OF THE WATER TOWER, 22
 MR0832'FEET WEST OF THE CENTER OF A ROAD AND 49 FEET NORTHWEST OF THE
 MR0832'NORTHWEST EDGE OF A CONCRETE WATER TANK.
 MR0832'
 MR0832'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TANK NO 1 1962,
 MR0832'CEMENTED IN A DRILL HOLE IN THE NORTHEAST LEG FOUNDATION FOR
 MR0832'THE WATER TANK.  THE MARK PROJECTS 4 INCHES AND IS 3 INCHES
 MR0832'HIGHER THAN THE STATION MARK.
 MR0832'
 MR0832'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TANK NO 2 1962,
 MR0832'CEMENTED IN A DRILL HOLE IN THE NORTHWEST LEG FOUNDATION OF
 MR0832'THE WATER TANK.  THE MARK PROJECTS 9 INCHES AND IS 6 INCHES
 MR0832'HIGHER THAN THE STATION MARK.
 MR0832'
 MR0832'THE AZIMUTH IS A STANDARD DISK, STAMPED TANK 1962, SET IN THE
 MR0832'TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT
 MR0832'IS 1.5 FEET SOUTHWEST OF A LIGHT POLE, 2 FEET NORTHEAST OF A
 MR0832'WITNESS POST AND 31 FEET NORTHWEST OF THE CENTER OF THE
 MR0832'INTERSECTION OF ASH AVENUE AND PEARL STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0371 ***********************************************************************
 OV0371  DESIGNATION -  TANK
 OV0371  PID         -  OV0371
 OV0371  STATE/COUNTY-  WY/JOHNSON
 OV0371  USGS QUAD   -  KAYCEE (1981)
 OV0371
 OV0371                         *CURRENT SURVEY CONTROL
 OV0371  ___________________________________________________________________
 OV0371* NAD 83(1993)-  43 41 51.41701(N)    106 38 13.85894(W)     ADJUSTED  
 OV0371* NAVD 88     -      1483.3    (meters)    4866.     (feet)  VERTCON   
 OV0371  ___________________________________________________________________
 OV0371  LAPLACE CORR-         -12.09  (seconds)                    DEFLEC99
 OV0371  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 OV0371  OBS GRAVITY -     980,047.4   (mgal)                       GRAV_OBS
 OV0371
 OV0371  HORZ ORDER  -  THIRD
 OV0371
 OV0371.The horizontal coordinates were established by classical geodetic methods
 OV0371.and adjusted by the National Geodetic Survey in January 1997..
 OV0371
 OV0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0371
 OV0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0371
 OV0371.The geoid height was determined by GEOID03.
 OV0371.The observed gravity was obtained from relative gravimeter ties
 OV0371.to the IGSN71 gravity network.
 OV0371
 OV0371;                    North         East     Units Scale Factor Converg.
 OV0371;SPC WYEC     -   455,389.248   456,114.917   MT  0.99997622   +0 28 51.4
 OV0371;UTM  13      - 4,839,590.913   368,074.659   MT  0.99981407   -1 07 52.4
 OV0371
 OV0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0371!SPC WYEC     -   0.99976948  x   0.99997622  =   0.99974571
 OV0371!UTM  13      -   0.99976948  x   0.99981407  =   0.99958360
 OV0371
 OV0371:                Primary Azimuth Mark                     Grid Az
 OV0371:SPC WYEC     -  GOLD                                     301 26 24.8
 OV0371:UTM  13      -  GOLD                                     303 03 08.6
 OV0371
 OV0371|---------------------------------------------------------------------|
 OV0371| PID    Reference Object                     Distance      Geod. Az  |
 OV0371|                                                           dddmmss.s |
 OV0371| OV0373 GOLD                                APPROX. 5.5 KM 3015516.2 |
 OV0371|---------------------------------------------------------------------|
 OV0371
 OV0371                          SUPERSEDED SURVEY CONTROL
 OV0371
 OV0371  NAD 83(1986)-  43 41 51.39873(N)    106 38 13.83242(W) AD(       ) 3
 OV0371  NAD 27      -  43 41 51.49816(N)    106 38 11.66895(W) AD(       ) 3
 OV0371  NGVD 29 (07/19/86) 1482.5    (m)         4864.     (f) VERT ANG       
 OV0371
 OV0371.Superseded values are not recommended for survey control.
 OV0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0371.See file dsdata.txt to determine how the superseded data were derived.
 OV0371
 OV0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ6807539591(NAD 83)
 OV0371
 OV0371  HISTORY     - Date     Condition        Report By
 OV0371  HISTORY     - UNK      MONUMENTED       BOR
 OV0371  HISTORY     - 1958     GOOD             USGS
 OV0371
 OV0371                          STATION DESCRIPTION
 OV0371
 OV0371'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0371'BEGINNING AT U.S. POST OFFICE, KAYCEE, WYOMING TRAVEL S. ON U.S.
 OV0371'HIGHWAY 87 CROSSING POWDER RIVER BRIDGE, 0.5 MI. TO TURN OFF, THENCE
 OV0371'LEFT, THROUGH GATE, ACROSS BIG DRAIN 0.1 MI. LEAVE RD. THENCE RIGHT,
 OV0371'CLIMB TO STATION AT TOP OF SOUTHERN LARGE HILL.  STATION IS IN SE. 1/4
 OV0371'NE.1/4 SEC. 13 T. 43 N., R.82 W., JOHNSON COUNTY WYOMING.
 OV0371'
 OV0371'RECOVERED.
 OV0371'
 OV0371'STATION MARK - BOR  STANDARD TRIANGULATION TABLET RIVETED ON TOP OF A
 OV0371'2 IN. IRON PIPE, PROJECTING 0.6 FT. ABOVE GROUND STAMPED, --- TANK---
 OV0371'
 OV0371'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0394 ***********************************************************************
 PX0394  DESIGNATION -  TANK
 PX0394  PID         -  PX0394
 PX0394  STATE/COUNTY-  WY/PARK
 PX0394  USGS QUAD   -  GILMORE HILL (1978)
 PX0394
 PX0394                         *CURRENT SURVEY CONTROL
 PX0394  ___________________________________________________________________
 PX0394* NAD 83(1993)-  44 30 57.60022(N)    108 40 31.07096(W)     ADJUSTED  
 PX0394* NAVD 88     -      1618.3    (meters)    5309.     (feet)  VERTCON   
 PX0394  ___________________________________________________________________
 PX0394  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 PX0394  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 PX0394
 PX0394  HORZ ORDER  -  THIRD
 PX0394
 PX0394.The horizontal coordinates were established by classical geodetic methods
 PX0394.and adjusted by the National Geodetic Survey in January 1997..
 PX0394
 PX0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0394
 PX0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0394
 PX0394.The geoid height was determined by GEOID03.
 PX0394
 PX0394;                    North         East     Units Scale Factor Converg.
 PX0394;SPC WYWC     -   446,084.975   605,939.062   MT  0.99993793   +0 03 08.5
 PX0394;UTM  12      - 4,931,815.041   684,759.002   MT  1.00001981   +1 37 49.2
 PX0394
 PX0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0394!SPC WYWC     -   0.99974838  x   0.99993793  =   0.99968632
 PX0394!UTM  12      -   0.99974838  x   1.00001981  =   0.99976818
 PX0394
 PX0394:                Primary Azimuth Mark                     Grid Az
 PX0394:SPC WYWC     -  BEACH                                    168 42 14.9
 PX0394:UTM  12      -  BEACH                                    167 07 34.2
 PX0394
 PX0394|---------------------------------------------------------------------|
 PX0394| PID    Reference Object                     Distance      Geod. Az  |
 PX0394|                                                           dddmmss.s |
 PX0394| PX0365 BEACH                               APPROX. 8.5 KM 1684523.4 |
 PX0394|---------------------------------------------------------------------|
 PX0394
 PX0394                          SUPERSEDED SURVEY CONTROL
 PX0394
 PX0394  NAD 83(1986)-  44 30 57.59007(N)    108 40 31.06361(W) AD(       ) 3
 PX0394  NAD 27      -  44 30 57.74365(N)    108 40 28.60845(W) AD(       ) 3
 PX0394  NGVD 29 (07/19/86) 1617.3    (m)         5306.     (f) VERT ANG       
 PX0394
 PX0394.Superseded values are not recommended for survey control.
 PX0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0394.See file dsdata.txt to determine how the superseded data were derived.
 PX0394
 PX0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ8475931815(NAD 83)
 PX0394_MARKER: DD = SURVEY DISK
 PX0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0394_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PX0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0394+STABILITY: SURFACE MOTION
 PX0394
 PX0394  HISTORY     - Date     Condition        Report By
 PX0394  HISTORY     - 1948     MONUMENTED       USGS
 PX0394
 PX0394                          STATION DESCRIPTION
 PX0394
 PX0394'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0394'STATION IS LOCATED ABOUT 20 MI. E. OF CODY, WYOMING ALONG U.S. HIGHWAY
 PX0394'20 ON SE. END OF RIDGE EXTENDING EASTERLY FROM MCCULLOUGH PEAK.
 PX0394'
 PX0394'TO REACH STATION FROM POST OFFICE IN CODY, WYOMING, FOLLOW U.S.
 PX0394'HIGHWAY 20 EASTERLY 23.2 MI. TO TRAIL RD. INTERSECTION LEFT S. OF
 PX0394'BRIDGE, GO LEFT -NORTHERLY- 0.6 MI. ALONG TRAIL RD. TO FORKS, GO RIGHT
 PX0394'EASTERLY AND NORTHERLY 4.9 MI. TO FORKS, GO LEFT WESTERLY 1.5 MI. TO
 PX0394'TOP OF LOW RIDGE.  STATION LIES ABOUT 800 FT. NW. ON END OF RIDGE.
 PX0394'
 PX0394'STATION MARK - STANDARD TABLET SET IN 6 X 6 IN CONCRETE POST
 PX0394'PROJECTING 6 IN. ABOVE GROUND STAMPED ---TANK 1948---.
 PX0394'
 PX0394'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET SET IN 6 X 6 IN.
 PX0394'CONCRETE POST AND STAMPED ---TANK 1948 NO.1---, 30.0 FT. FROM STATION,
 PX0394'N 24 DEG 49 MIN E.
 PX0394'
 PX0394'REFERENCE MARK NO.2 - A 2 IN. IRON PIPE PROJECTING 6 IN. ABOVE GROUND
 PX0394'WITH TAG STAMPED ---FRISCO---, 5.6 FT. FROM STATION,
 PX0394'S 89 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0256 ***********************************************************************
 PV0256  DESIGNATION -  TANK RM 1
 PV0256  PID         -  PV0256
 PV0256  STATE/COUNTY-  WY/CAMPBELL
 PV0256  USGS QUAD   -  GILLETTE WEST (1971)
 PV0256
 PV0256                         *CURRENT SURVEY CONTROL
 PV0256  ___________________________________________________________________
 PV0256* NAD 83(1986)-  44 17 03.     (N)    105 30 12.     (W)     SCALED    
 PV0256* NAVD 88     -      1435.471  (meters)    4709.54   (feet)  POSTED    
 PV0256  ___________________________________________________________________
 PV0256  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0256  DYNAMIC HT  -        1434.880 (meters)    4707.60  (feet)  COMP
 PV0256  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 PV0256
 PV0256  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PV0256
 PV0256.The horizontal coordinates were scaled from a topographic map and have
 PV0256.an estimated accuracy of +/- 6 seconds.
 PV0256
 PV0256.The orthometric height was determined by differential leveling
 PV0256.and adjusted by the National Geodetic Survey in 1992..
 PV0256.No vertical observational check was made to the station.
 PV0256.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PV0256.was located on a no-check spur therefore a value was not computed.
 PV0256
 PV0256.The geoid height was determined by GEOID03.
 PV0256
 PV0256.The dynamic height is computed by dividing the NAVD 88
 PV0256.geopotential number by the normal gravity value computed on the
 PV0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0256.degrees latitude (g = 980.6199 gals.).
 PV0256
 PV0256.The modeled gravity was interpolated from observed gravity values.
 PV0256
 PV0256;                    North         East    Units  Estimated Accuracy
 PV0256;SPC WY E     -   420,380.      173,130.      MT  (+/- 180 meters Scaled)
 PV0256
 PV0256                          SUPERSEDED SURVEY CONTROL
 PV0256
 PV0256  NGVD 29 (??/??/92) 1434.820  (m)         4707.41   (f) ADJ UNCH    1 2
 PV0256
 PV0256.Superseded values are not recommended for survey control.
 PV0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0256.See file dsdata.txt to determine how the superseded data were derived.
 PV0256
 PV0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK598035(NAD 83)
 PV0256_MARKER: DR = REFERENCE MARK DISK
 PV0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0256_STAMPING: TANK NO 1 1955
 PV0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0256+STABILITY: SURFACE MOTION
 PV0256
 PV0256  HISTORY     - Date     Condition        Report By
 PV0256  HISTORY     - 1955     MONUMENTED       CGS
 PV0256  HISTORY     - 1957     GOOD             NGS
 PV0256  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0256
 PV0256                          STATION DESCRIPTION
 PV0256
 PV0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0256'0.8 MI S FROM GILLETTE.
 PV0256'ABOUT 0.35 MILE SOUTH ALONG A DIRT STREET FROM THE FOOTBALL
 PV0256'FIELD AT GILLETTE, ABOUT 300 FEET EAST OF THE CREST OF A HILL,
 PV0256'40.7 FEET NORTHEAST OF THE NEAR SIDE OF A STEEL WATER TANK,
 PV0256'86 FEET NORTH OF A TRANSFORMER POLE, 31.5 FEET NORTHEAST OF THE
 PV0256'NORTHEAST CORNER OF A CONCRETE BLOCK AROUND A DEEP WELL, 34 FEET
 PV0256'NORTHEAST OF THE STATION MARK, ABOUT 6 FEET LOWER THAN THE
 PV0256'STATION AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 PV0256
 PV0256                          STATION RECOVERY (1985)
 PV0256
 PV0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0256'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0254 ***********************************************************************
 PV0254  DESIGNATION -  TANK RM 2
 PV0254  PID         -  PV0254
 PV0254  STATE/COUNTY-  WY/CAMPBELL
 PV0254  USGS QUAD   -  GILLETTE WEST (1971)
 PV0254
 PV0254                         *CURRENT SURVEY CONTROL
 PV0254  ___________________________________________________________________
 PV0254* NAD 83(1986)-  44 17 03.     (N)    105 30 12.     (W)     SCALED    
 PV0254* NAVD 88     -      1437.066  (meters)    4714.77   (feet)  POSTED    
 PV0254  ___________________________________________________________________
 PV0254  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0254  DYNAMIC HT  -        1436.470 (meters)    4712.82  (feet)  COMP
 PV0254  MODELED GRAV-     980,155.9   (mgal)                       NAVD 88
 PV0254
 PV0254  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PV0254
 PV0254.The horizontal coordinates were scaled from a topographic map and have
 PV0254.an estimated accuracy of +/- 6 seconds.
 PV0254
 PV0254.The orthometric height was determined by differential leveling
 PV0254.and adjusted by the National Geodetic Survey in 1992..
 PV0254.No vertical observational check was made to the station.
 PV0254.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PV0254.was located on a no-check spur therefore a value was not computed.
 PV0254
 PV0254.The geoid height was determined by GEOID03.
 PV0254
 PV0254.The dynamic height is computed by dividing the NAVD 88
 PV0254.geopotential number by the normal gravity value computed on the
 PV0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0254.degrees latitude (g = 980.6199 gals.).
 PV0254
 PV0254.The modeled gravity was interpolated from observed gravity values.
 PV0254
 PV0254;                    North         East    Units  Estimated Accuracy
 PV0254;SPC WY E     -   420,380.      173,130.      MT  (+/- 180 meters Scaled)
 PV0254
 PV0254                          SUPERSEDED SURVEY CONTROL
 PV0254
 PV0254  NGVD 29 (??/??/92) 1436.415  (m)         4712.64   (f) ADJ UNCH    1 2
 PV0254
 PV0254.Superseded values are not recommended for survey control.
 PV0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0254.See file dsdata.txt to determine how the superseded data were derived.
 PV0254
 PV0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK598035(NAD 83)
 PV0254_MARKER: DR = REFERENCE MARK DISK
 PV0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0254_SP_SET: CONCRETE POST
 PV0254_STAMPING: TANK NO 2 1955
 PV0254_MARK LOGO: CGS   
 PV0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0254+STABILITY: SURFACE MOTION
 PV0254
 PV0254  HISTORY     - Date     Condition        Report By
 PV0254  HISTORY     - 1955     MONUMENTED       CGS
 PV0254  HISTORY     - 1957     GOOD             NGS
 PV0254  HISTORY     - 1985     GOOD             NGS
 PV0254
 PV0254                          STATION DESCRIPTION
 PV0254
 PV0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0254'0.8 MI S FROM GILLETTE.
 PV0254'ABOUT 0.35 MILE SOUTH ALONG A DIRT STREET FROM THE FOOTBALL
 PV0254'FIELD AT GILLETTE, ABOUT 300 FEET EAST OF THE CREST OF A HILL
 PV0254'AND NEAR THE WATER TANK, 84 FEET NORTHEAST OF THE CENTER LINE OF
 PV0254'THE DIRT STREET, 44.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 PV0254'A CONCRETE BLOCK AROUND A DEEP WELL, 30.6 FEET NORTHWEST OF
 PV0254'THE STATION MARK, 54.8 FEET WEST OF REFERENCE MARK NO. 1, AND
 PV0254'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 PV0254
 PV0254                          STATION RECOVERY (1985)
 PV0254
 PV0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0436 ***********************************************************************
 NR0436  DESIGNATION -  TAPRS
 NR0436  PID         -  NR0436
 NR0436  STATE/COUNTY-  WY/CARBON
 NR0436  USGS QUAD   -  WILD HORSE MOUNTAIN (1982)
 NR0436
 NR0436                         *CURRENT SURVEY CONTROL
 NR0436  ___________________________________________________________________
 NR0436* NAD 83(1993)-  42 03 44.38559(N)    107 00 19.42193(W)     ADJUSTED  
 NR0436* NAVD 88     -      2103.3    (meters)    6901.     (feet)  VERTCON   
 NR0436  ___________________________________________________________________
 NR0436  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 NR0436  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 NR0436
 NR0436  HORZ ORDER  -  THIRD
 NR0436
 NR0436.The horizontal coordinates were established by classical geodetic methods
 NR0436.and adjusted by the National Geodetic Survey in January 1997..
 NR0436
 NR0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0436
 NR0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0436
 NR0436.The geoid height was determined by GEOID03.
 NR0436
 NR0436;                    North         East     Units Scale Factor Converg.
 NR0436;SPC WYEC     -   273,552.482   427,141.731   MT  0.99994656   +0 13 10.9
 NR0436;UTM  13      - 4,658,642.352   334,076.601   MT  0.99993876   -1 20 37.7
 NR0436
 NR0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0436!SPC WYEC     -   0.99967235  x   0.99994656  =   0.99961893
 NR0436!UTM  13      -   0.99967235  x   0.99993876  =   0.99961113
 NR0436
 NR0436:                Primary Azimuth Mark                     Grid Az
 NR0436:SPC WYEC     -  CHEYENNE                                 073 38 32.5
 NR0436:UTM  13      -  CHEYENNE                                 075 12 21.1
 NR0436
 NR0436|---------------------------------------------------------------------|
 NR0436| PID    Reference Object                     Distance      Geod. Az  |
 NR0436|                                                           dddmmss.s |
 NR0436| NR0388 CHEYENNE                            APPROX. 5.0 KM 0735143.4 |
 NR0436|---------------------------------------------------------------------|
 NR0436
 NR0436                          SUPERSEDED SURVEY CONTROL
 NR0436
 NR0436  NAD 83(1986)-  42 03 44.37336(N)    107 00 19.41370(W) AD(       ) 3
 NR0436  NAD 27      -  42 03 44.52020(N)    107 00 17.24505(W) AD(       ) 3
 NR0436  NGVD 29 (07/19/86) 2102.2    (m)         6897.     (f) VERT ANG       
 NR0436
 NR0436.Superseded values are not recommended for survey control.
 NR0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0436.See file dsdata.txt to determine how the superseded data were derived.
 NR0436
 NR0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG3407758642(NAD 83)
 NR0436_MARKER: DD = SURVEY DISK
 NR0436_SETTING: 66 = SET IN ROCK OUTCROP
 NR0436_SP_SET: SET IN ROCK OUTCROP
 NR0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0436+STABILITY: POSITION/ELEVATION WELL
 NR0436
 NR0436  HISTORY     - Date     Condition        Report By
 NR0436  HISTORY     - 1951     MONUMENTED       USGS
 NR0436
 NR0436                          STATION DESCRIPTION
 NR0436
 NR0436'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0436'STATION IS LOCATED 19.3 MI. N. AND 5.1 MI. E OF SINCLAIR, WYOMING ON A
 NR0436'SHARP RIDGE JUST W. OF THE TAPRS RANCH HOUSE. TO REACH FROM SINCLAIR
 NR0436'HOTEL, PROCEED W. ON U.S. HWY.30 THREE BLKS. TO SEVENTH ST. THENCE N.
 NR0436'0.3 MI. TO CATTLEGUARD AND CROSS RD., THENCE NE. ON MAIN TRAVELED RD.
 NR0436'3.3 MI. TO RD. CROSSING, THENCE RIGHT 19.3 MI. TO T-RD. INTERSECTION,
 NR0436'THENCE LEFT 2.0 MI. TO FORK, THENCE LEFT 0.5 MI. TO FORK, THENCE LEFT
 NR0436'0.1 MI. TO FOOT OF RIDGE, THENCE LEFT ALONG FOOT OF RIDGE 0.2 MI.
 NR0436'THENCE LEFT TO TOP OF RIDGE AND STATION.
 NR0436'
 NR0436'STATION MARK - STANDARD TABLET SET IN ROCK AND STAMPED
 NR0436'---LFR-TAPRS 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0357 ***********************************************************************
 PX0357  DESIGNATION -  TATMAN RESET
 PX0357  PID         -  PX0357
 PX0357  STATE/COUNTY-  WY/BIG HORN
 PX0357  USGS QUAD   -  SHEEP MOUNTAIN (1951)
 PX0357
 PX0357                         *CURRENT SURVEY CONTROL
 PX0357  ___________________________________________________________________
 PX0357* NAD 83(1993)-  44 18 23.90801(N)    108 27 59.60931(W)     ADJUSTED  
 PX0357* NAVD 88     -      1821.3    (meters)    5975.     (feet)  VERTCON   
 PX0357  ___________________________________________________________________
 PX0357  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 PX0357  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 PX0357
 PX0357  HORZ ORDER  -  FIRST
 PX0357
 PX0357.The horizontal coordinates were established by classical geodetic methods
 PX0357.and adjusted by the National Geodetic Survey in January 1997..
 PX0357
 PX0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0357
 PX0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0357
 PX0357.The geoid height was determined by GEOID03.
 PX0357
 PX0357;                    North         East     Units Scale Factor Converg.
 PX0357;SPC WYEC     -   523,444.297   309,583.278   MT  1.00003801   -0 47 29.8
 PX0357;UTM  12      - 4,909,053.243   702,069.104   MT  1.00010219   +1 46 12.7
 PX0357
 PX0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0357!SPC WYEC     -   0.99971659  x   1.00003801  =   0.99975459
 PX0357!UTM  12      -   0.99971659  x   1.00010219  =   0.99981875
 PX0357
 PX0357|---------------------------------------------------------------------|
 PX0357| PID    Reference Object                     Distance      Geod. Az  |
 PX0357|                                                           dddmmss.s |
 PX0357| PX0358 TATMAN RM                             2.574 METERS 16951     |
 PX0357| CQ7453 TATMAN AZ MK                                       2540831.8 |
 PX0357| CQ7454 TATMAN RM 1                          16.990 METERS 28224     |
 PX0357| PX0398 POWELL MUN APT BCN                  APPROX.67.2 KM 3375541.0 |
 PX0357|---------------------------------------------------------------------|
 PX0357
 PX0357                          SUPERSEDED SURVEY CONTROL
 PX0357
 PX0357  NAD 83(1986)-  44 18 23.89868(N)    108 27 59.60188(W) AD(       ) 1
 PX0357  NAD 27      -  44 18 24.06100(N)    108 27 57.19100(W) AD(       ) 1
 PX0357  NGVD 29 (11/06/89) 1820.3    (m)         5972.     (f) VERT ANG       
 PX0357
 PX0357.Superseded values are not recommended for survey control.
 PX0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0357.See file dsdata.txt to determine how the superseded data were derived.
 PX0357
 PX0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0206909053(NAD 83)
 PX0357_MARKER: DS = TRIANGULATION STATION DISK
 PX0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0357
 PX0357  HISTORY     - Date     Condition        Report By
 PX0357  HISTORY     - 1931     MONUMENTED       USGS
 PX0357  HISTORY     - 1948     GOOD             USGS
 PX0357  HISTORY     - 1950     GOOD             CGS
 PX0357  HISTORY     - 1957     GOOD             CGS
 PX0357  HISTORY     - 1972     GOOD             NGS
 PX0357
 PX0357                          STATION DESCRIPTION
 PX0357
 PX0357'DESCRIBED BY US GEOLOGICAL SURVEY 1931 (CIA)
 PX0357'ABOUT 10 MILES SOUTHWEST OF BURLINGTON, 7 MILES SOUTH OF
 PX0357'GREYBULL RIVER, AND ON EASTERN PART OF TATMAN MOUNTAIN.  TO
 PX0357'REACH FROM BURLINGTON GO SOUTH, CROSS BURLINGTON BRIDGE
 PX0357'OVER GREYBULL RIVER, CONTINUE SOUTH ABOUT 1/4 MILE TO ROAD FORK
 PX0357'WHERE LEFT FORK GOES SOUTH OVER SMALL BRIDGE ACROSS WASH AND
 PX0357'RIGHT FORK GOES WEST ON NORTH SIDE OF WASH, TAKE RIGHT FORK,
 PX0357'GO 1.6 MILES TO RIGHT TURN, CONTINUE 1.2 MILES TO FORK, TAKE
 PX0357'RIGHT FORK, GO 0.1 MILE TO POINT WHERE MAIN ROAD GOES
 PX0357'STRAIGHT AHEAD AND DIMMER ROAD TURNS LEFT JUST AFTER CROSSING
 PX0357'BRIDGE OVER IRRIGATION DITCH, TAKE DIM ROAD, FOLLOW NORTH OF
 PX0357'DITCH 1/4 MILE TO FORKS, TAKE LEFT FORK, GO 0.3 MILE TO
 PX0357'LANE, TURN LEFT INTO LANE, GO 0.8 MILE TO TWO HOUSES (ONE A
 PX0357'LOG HOUSE).  FROM THIS POINT FOLLOW DIM WAGON ROAD (TOO
 PX0357'ROUGH FOR TRUCKS) UP AND OVER BURLINGTON GAP TO CREST,
 PX0357'CONTINUE OVER TO SHELF ON SOUTH SIDE OF MOUNTAIN, TURN
 PX0357'EASTWARD ALONG SHELF TOWARD EAST END OF MOUNTAIN, WORKING UP
 PX0357'TOWARD LAST SMALL DRAW NEAR EAST END OF MOUNTAIN.  WAGON
 PX0357'AND TEAM CAN BE DRIVEN ONLY TO WITHIN 1/4 MILE OF STATION.
 PX0357'STATION IS NEAR NORTHERN EDGE OF SMALL TABLELAND ON TOP OF
 PX0357'MOUNTAIN, ABOUT 500 YARDS NORTHEAST OF HEAD OF SMALL DRAW
 PX0357'MENTIONED ABOVE, AND NEAR EAST END OF MOUNTAIN.  SURFACE MARK
 PX0357'IS STANDARD STATION DISK IN SQUARE CONCRETE POST.
 PX0357'UNDERGROUND MARK IS IN DRILL HOLE IN CROSS OF U.S.G.S. MARK ON
 PX0357'BOULDER.  REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK
 PX0357'IN SQUARE CONCRETE POST, ABOUT ON RANGE WITH BURLINGTON
 PX0357'GAP, AND 16.99 METERS (55.7 FEET) FROM STATION.
 PX0357'REFERENCE MARK NO. 2 IS IDENTICAL WITH B.M.
 PX0357'(U.S.G.S.) NEAR STATION TATMAN, (U.S.G.S.) AND IS IRON
 PX0357'PIPE WITH BRASS CAP PROJECTING 2 FEET ABOVE GROUND, 2.580
 PX0357'METERS (8.46 FEET) FROM STATION.
 PX0357'BEARING FROM STATION TO SQUAW TEAT, WESTERN BUTTE, HIGHEST
 PX0357'POINT IS S 21 DEG 53 MIN W.
 PX0357
 PX0357                          STATION RECOVERY (1948)
 PX0357
 PX0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 PX0357'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL STATION
 PX0357'WAS CHISLED CROSS ON ROCK SET BY W.S. POST 1896.
 PX0357'
 PX0357'STATION LOCATED ABOUT 10 MI. S. OF BURLINGTON, ABOUT 12 MI. SW. OF
 PX0357'OTTO, NEAR E. END AND NEAR N. EDGE OF THE FLAT MESA THAT FORMS THE TOP
 PX0357'OF TATMAN MOUNTAIN.  IN SEC.13, T.50 N., R.97 W.
 PX0357'
 PX0357'TO REACH FROM POST OFFICE IN BURLINGTON, GO S. ON STATE SECONDARY RD.
 PX0357'FOR 1.8 MI., WHERE PAVED RD. CURVES TO LEFT, CONTINUE S. FOR 0.2 MI.
 PX0357'TO CROSSROAD, TURN RIGHT AND GO W. FOR 3.3 MI. TO RD. FORK AT
 PX0357'SCHOOLHOUSE,  TAKE LEFT FORK S. ACROSS GREYBULL RIVER AND GO 0.5 MI.
 PX0357'TO FORK, TAKE LEFT FORK AND GO SE. FOR 1.4 MI. TO RD. LEADING RIGHT AT
 PX0357'SIGN ---ALBERT R BURNS--- TURN RIGHT AND GO SW. FOR 1.4 MI. TO BURNS
 PX0357'FARM YARD, TURN RIGHT ON TRAIL PAST BARNS AND GO 0.4 MI. TO FORK, TAKE
 PX0357'RIGHT FORK AND GO SON TRAIL TOWARD TATMAN MOUNTAIN FOR 6.8 MI. TO TOP
 PX0357'OF PASS, CONTINUE DOWN S. SIDE OF MOUNTAIN ABOUT 300 FT. TURN LEFT
 PX0357'ALONG DIM TRAIL AND GO E. ALONG S. SIDE OF MOUNTAIN FOR 1.4 MI. TO END
 PX0357'OF TRAIL, CLIMB HILL TO N. AND AND GO ACROSS TOP OF MESA TO N. EDGE OF
 PX0357'STATION.
 PX0357'
 PX0357'RECOVERED.  NGS
 PX0357'SET THEIR MONUMENT AND TABLET DIRECTLY OVER THE ORIGINAL USGS STATION
 PX0357'NOW LISTED AS THE UNDERGROUND STATION MARK.
 PX0357'
 PX0357'STATION MARK - STANDARD NGS TRIANGULATION DISK STAMPED,---TATMAN
 PX0357'1931--- SET IN TOP OF A SQUARE CONCRETE MONUMENT BURIED IN GROUND.
 PX0357'
 PX0357'REFERENCE MARK NO.1 - STANDARD NGS REFERENCE DISK STAMPED, ---TATMAN
 PX0357'1931 NO.1 --- SET IN TOP OF CONCRETE MONUMENT BURIED ALMOST FLUSH WITH
 PX0357'GROUND, 55.8 FT. FROM STATION, S 77 DEG 37 MIN E.
 PX0357'
 PX0357'REFERENCE MARK NO.2 - USGS BENCH MARK CAP, NOT STAMPED, RIVETED ON TOP
 PX0357'OF 4 IN. IRON PIPE BURIED IN GROUND, PROJECTING ABOUT 2 - 1/2 FT. 8.3
 PX0357'FT. FROM STATION, N 09 DEG 57 MIN W.
 PX0357
 PX0357                          STATION RECOVERY (1950)
 PX0357
 PX0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0357'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 PX0357'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 PX0357'NO. 2 (USGS) WERE FOUND TO BE INCORRECT.  A NEW DESCRIPTION
 PX0357'FOLLOWS--
 PX0357'
 PX0357'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF BURLINGTON,
 PX0357'7 MILES SOUTH OF GREYBULL RIVER, AND ON THE EASTERN PART OF TATMAN
 PX0357'MOUNTAIN.  THE MARK PROJECTS 3 INCHES, AND IS STAMPED TATMAN USGS
 PX0357'1931.
 PX0357'
 PX0357'REFERENCE MARK NO. 1 PROJECTS 1 INCH, AND IS STAMPED TATMAN
 PX0357'USGS NO 1.
 PX0357'
 PX0357'REFERENCE MARK NO. 2 IS A STANDARD USGS CAP RIVITED TO A
 PX0357'SECTION OF 3-INCH PI-PE, PROJECTS 2 FEET, AND THE CAP IS NOT
 PX0357'STAMPED.
 PX0357'
 PX0357'TO REACH THE STATION FROM BURLINGTON, GO SOUTH ON A PAVED
 PX0357'ROAD FOR 1.7 MILES TO A FORK.  TAKE THE RIGHT FORK, SOUTHERLY,
 PX0357'AND GO 0.2 MILE ON A GRADED ROAD TO A CROSSROAD.  CONTINUE
 PX0357'SOUTHERLY FOR 1.3 MILES TO A BRIDGE OVER THE GREYBULL RIVER.
 PX0357'CONTINUE SOUTHERLY FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT
 PX0357'FORK, SOUTHWEST, AND GO 1.5 MILES TO A FORK.  TAKE THE RIGHT
 PX0357'FORK, NORTHERLY, AND GO 1.3 MILES TO THREE FORKS.  TAKE THE
 PX0357'EXTREME RIGHT FORK AND GO 0.1 MILE TO A FORK AND SIGN ALBERT
 PX0357'B. BURNS, TAKE THE LEFT FORK, WESTERLY, AND FOLLOW A BLADED
 PX0357'ROAD 1.3 MILES TO A RANCH HOUSE.  TURN RIGHT, SOUTHERLY, AND
 PX0357'GO 0.05 MILE TO A GATE.  PASS THROUGH THE GATE AND GO 0.4 MILE
 PX0357'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO A GATE
 PX0357'AT THE SUMMIT OF A BLUFF.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE
 PX0357'TO A FORK AT THE BOTTOM OF THE BLUFF.  TAKE THE LEFT FORK
 PX0357'AND FOLLOW A WINDING TRACK ROAD FOR 2.7 MILES TO A FORK.  TAKE
 PX0357'THE FORK AND FOLLOW A DIM TRACK ROAD TO THE TOP OF THE
 PX0357'RIDGE AT BURLINGTON GAP.  GO SOUTH DOWN THE SIDE,
 PX0357'THEN EASTERLY ALONG THE SIDE FOR 1.2 MILES TO THE END OF
 PX0357'TRUCK TRAVEL.  FROM HERE PACK NORTHERLY UP TO THE TOP
 PX0357'OF THE MESA AND CONTINUE NORTHERLY ACROSS THE MESA TO THE
 PX0357'STATION ON THE NORTHERN END.  A FOUR WHEEL DRIVE TRUCK IS
 PX0357'NEEDED.  TIME OF PACK--10-MINUTES.
 PX0357
 PX0357                          STATION RECOVERY (1957)
 PX0357
 PX0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0357'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 PX0357'CONDITION.
 PX0357'
 PX0357'FOLLOWING ARE ADDITIONAL NOTES--AN AZIMUTH MARK WAS SET AND
 PX0357'STAMPED TATMAN USGS 1931.  IT IS A STANDARD DISK SET IN THE
 PX0357'TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH PROJECTS 6 INCHES
 PX0357'AND IS 159 FEET NORTH OF THE SOUTH EDGE OF THE PLATEAU AND
 PX0357'72 FEET SOUTH OF THE TRACK ROAD.  A 4 IN X 4 IN WHITE WITNESS
 PX0357'POST WAS SET 1 FOOT WEST OF THE MARK.
 PX0357'
 PX0357'TO REACH FROM OTTO, GO WEST ON SURFACED ROAD FOR 9.2 MILES
 PX0357'TO A FORK AT SIGN, CODY.  KEEP STRAIGHT AHEAD ON LEFT FORK
 PX0357'AND CONTINUE WEST FOR 0.2 MILES TO A CROSSROAD.  TURN LEFT,
 PX0357'SOUTH, AND FOLLOW GRAVEL ROAD FOR 1.45 MILES TO A BRIDGE
 PX0357'OVER GREYBULL RIVER.  CONTINUE SOUTH FOR 0.25 MILE TO A SIDE
 PX0357'ROAD RIGHT.  TURN RIGHT, WEST, AND FOLLOW MAIN TRAVELED ROAD
 PX0357'FOR 1.75 MILES TO POINT WHERE ROAD MAKES A SHARP RIGHT TURN.
 PX0357'TURN RIGHT, NORTH, AND FOLLOW GRAVEL ROAD FOR 1.5 MILES TO A
 PX0357'SIDE ROAD LEFT AT ALBERT R. BURNS MAILBOX.  TURN LEFT AND FOLLOW
 PX0357'GRADED ROAD WESTERLY FOR 1.6 MILES TO A BLADED TRACK ROAD
 PX0357'RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD SOUTHERLY FOR
 PX0357'0.3 MILE TO A FENCE CORNER ON THE LEFT.  CONTINUE
 PX0357'SOUTHERLY FOR 0.7 MILE TO A FORK.  TAKE LEFT FORK AND CONTINUE
 PX0357'SOUTHERLY FOR 0.6 MILE TO A DEEP GULLEY.  CROSS GULLEY AND
 PX0357'CONTINUE SOUTHERLY FOR 1.0 MILE TO A FORK.  TAKE THE RIGHT
 PX0357'FORK AND CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FENCE
 PX0357'OPENING.  PASS THROUGH OPENING AND CONTINUE SOUTHERLY FOR
 PX0357'0.35 MILE TO A FORK.  TAKE LEFT FORK AND CONTINUE
 PX0357'SOUTHERLY FOR 3.25 MILES TO A WIRE GATE.  PASS THROUGH
 PX0357'GATE AND CONTINUE SOUTHERLY FOR 1.15 MILES TO THE TOP OF
 PX0357'A DIVIDE.  CONTINUE SOUTH FOR 0.05 MILE TO A
 PX0357'T-INTERSECTION.  TURN LEFT AND FOLLOW TRACK ROAD EASTERLY ALONG
 PX0357'BOTTOM OF RIDGE FOR 1.1 MILES TO A ROAD LEFT UP DRAINAGE.
 PX0357'TURN LEFT, NORTH, AND FOLLOW DRAINAGE FOR 0.2 MILE TO THE TOP
 PX0357'OF THE PLATEAU AND AZIMUTH MARK ON THE LEFT.  BEAR RIGHT AND
 PX0357'CONTINUE ON TRACK ROAD EASTERLY FOR 0.5 MILE TO STATION AT THE
 PX0357'EAST END OF THE PLATEAU.
 PX0357
 PX0357                          STATION RECOVERY (1972)
 PX0357
 PX0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 PX0357'THE STATION MARK, REFERENCE MARK 1, THE U.S. GEOLOGICAL SURVEY
 PX0357'BENCH MARK (REFERENCE MARK 2) AND THE AZIMUTH MARK WERE
 PX0357'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 PX0357'AND DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE
 PX0357'1950 OBSERVATIONS.  BEACUSE OF CHANGES IN THE ROADS IN THE AREA
 PX0357'A COMPLETE NEW DESCRIPTION FOLLOWS.
 PX0357'
 PX0357'THE STATION IS LOCATED 32 MILES NORTHWEST OF WORLAND, 22
 PX0357'MILES WEST-SOUTHWEST OF BASIN, 10 MILES SOUTH OF BURLINGTON
 PX0357'AND NEAR THE HIGHEST POINT OF TATMAN MOUNTAIN.
 PX0357'
 PX0357'TO REACH THE STATION FROM THE POST OFFICE IN BURLINGTON GO
 PX0357'SOUTH ON STATE HIGHWAY 30 FOR 1.8 MILES TO A CROSSROAD.  TURN
 PX0357'RIGHT AND GO WEST ON THE SURFACED ROAD FOR 3.2 MILES TO A
 PX0357'GRAVEL SIDE ROAD LEFT AND A BRIDGE.  TURN LEFT, CROSSING THE
 PX0357'BRIDGE AND GO SOUTH ON THE GRAVEL ROAD FOR 0.4 MILE TO A FORK.
 PX0357'TAKE THE LEFT FORK AND GO EAST AND SOUTH ON THE GRAVEL ROAD FOR
 PX0357'1.5 MILES TO A FORK AND A MAIL BOX IN THE CENTER OF THE
 PX0357'INTERSECTION.  TAKE THE RIGHT FORK AND GO WESTERLY ON THE
 PX0357'GRADED ROAD FOR 1.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 PX0357'GO SOUTHEASTERLY ON THE TRACK ROAD FOR 1.0 MILES TO A FORK.
 PX0357'TAKE THE LEFT FORK AND GO SOUTHERLY ON THE TRACK ROAD FOR 1.3
 PX0357'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHERLY
 PX0357'ON THE TRACK ROAD FOR 0.2 MILE TO A GATE.  PASS THROUGH THE
 PX0357'GATE AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.4 MILE
 PX0357'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHERLY UP
 PX0357'HILL FOR 0.9 MILE TO A GATE.  PASS THROUGH THE GATE AND
 PX0357'CONTINUE SOUTHERLY, UP HILL, FOR 0.8 MILE TO A FORK.  TAKE
 PX0357'THE RIGHT FORK AND CONTINUE SOUTHERLY UP THE RIDGE FOR 0.8
 PX0357'MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST, UP THE
 PX0357'RIDGE FOR 0.5 MILE TO A GATE.  PASS THROUGH THE GATE AND
 PX0357'CONTINUE UP THE RIDGE FOR 0.2 MILE TO A FORK.  TAKE THE
 PX0357'LEFT FORK AND GO SOUTHERLY FOR 0.8 MILE TO THE TOP OF THE
 PX0357'RIDGE.  CONTINUE SOUTH ON THE TRACK ROAD FOR 0.1 MILE TO A
 PX0357'FORK.  TAKE THE LEFT FORK AND GO EAST ALONG THE SOUTH SLOPE
 PX0357'OF THE RIDGE FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK
 PX0357'AND CONTINUE EAST ON THE TRACK ROAD FOR 0.9 MILE TO A DIM
 PX0357'TRACK ROAD LEFT AND A PILE OF OLD FENCE POSTS.  TURN LEFT
 PX0357'AND GO UP STEEP GRADE FOR 0.2 MILE TO THE TOP OF THE MESA AND THE
 PX0357'AZIMUTH MARK ON THE LEFT.  BEAR RIGHT AND GO EAST ALONG THE TOP OF
 PX0357'THE MASA FOR 0.4 MILE TO THE STATION.  A FOUR-WHEEL DRIVE
 PX0357'VEHICLE IS NEEDED FOR THE LAST 0.6 MILE IN DRY WEATHER.
 PX0357'
 PX0357'THE STATION MARK IS A STANDARD DISK STAMPED TATMAN 1931, SET
 PX0357'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 PX0357'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 6.5 FEET NORTH OF A
 PX0357'METAL WITNESS POST AND 3.5 FEET NORTH OF A 4 X 4 INCH WOODEN
 PX0357'WITNESS POST.
 PX0357'
 PX0357'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TATMAN NO 1 1931,
 PX0357'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 PX0357'FLUSH WITH THE GROUND SURFACE.  IT IS 57 FEET WEST-NORTHWEST
 PX0357'OF A METAL WITNESS POST WITH SIGN.
 PX0357'
 PX0357'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK CAP RIVETED TO
 PX0357'THE TOP OF A 2-1/2 INCH IRON PIPE THAT PROJECT 2 FEET ABOVE THE
 PX0357'GROUND SURFACE.  IT IS 3 FEET SOUTH OF A METAL WITNESS POST
 PX0357'WITH SIGN.
 PX0357'
 PX0357'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TATMAN USGS 1931,
 PX0357'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 PX0357'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET
 PX0357'SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND 1 FOOT
 PX0357'NORTHEAST OF A 4 X 4 INCH WOODEN WITNESS POST.
 PX0357'
 PX0357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 PX0357'SOUTH OF BURLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0358 ***********************************************************************
 PX0358  DESIGNATION -  TATMAN RM
 PX0358  PID         -  PX0358
 PX0358  STATE/COUNTY-  WY/BIG HORN
 PX0358  USGS QUAD   -  SHEEP MOUNTAIN (1951)
 PX0358
 PX0358                         *CURRENT SURVEY CONTROL
 PX0358  ___________________________________________________________________
 PX0358* NAD 83(1993)-  44 18 23.82593(N)    108 27 59.58884(W)     ADJUSTED  
 PX0358* NAVD 88     -      1821.     (meters)    5974.     (feet)  SCALED    
 PX0358  ___________________________________________________________________
 PX0358  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 PX0358  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 PX0358
 PX0358  HORZ ORDER  -  SECOND
 PX0358
 PX0358.The horizontal coordinates were established by classical geodetic methods
 PX0358.and adjusted by the National Geodetic Survey in January 1997..
 PX0358
 PX0358.The orthometric height was scaled from a topographic map.
 PX0358
 PX0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0358
 PX0358.The geoid height was determined by GEOID03.
 PX0358
 PX0358;                    North         East     Units Scale Factor Converg.
 PX0358;SPC WYEC     -   523,441.757   309,583.697   MT  1.00003800   -0 47 29.8
 PX0358;SPC WYWC     -   422,856.231   622,615.431   MT  0.99994379   +0 11 52.8
 PX0358;UTM  12      - 4,909,050.724   702,069.636   MT  1.00010219   +1 46 12.7
 PX0358
 PX0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0358!SPC WYEC     -   0.99971664  x   1.00003800  =   0.99975463
 PX0358!SPC WYWC     -   0.99971664  x   0.99994379  =   0.99966044
 PX0358!UTM  12      -   0.99971664  x   1.00010219  =   0.99981880
 PX0358
 PX0358                          SUPERSEDED SURVEY CONTROL
 PX0358
 PX0358  NAD 83(1986)-  44 18 23.81675(N)    108 27 59.58158(W) AD(       ) 2
 PX0358  NAD 27      -  44 18 23.97930(N)    108 27 57.17058(W) AD(       ) 2
 PX0358
 PX0358.Superseded values are not recommended for survey control.
 PX0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0358.See file dsdata.txt to determine how the superseded data were derived.
 PX0358
 PX0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0207009051(NAD 83)
 PX0358_MARKER: P = PIPE CAP
 PX0358_SETTING: 0 = UNSPECIFIED SETTING
 PX0358
 PX0358  HISTORY     - Date     Condition        Report By
 PX0358  HISTORY     - 1931     MONUMENTED       USGS
 PX0358  HISTORY     - 1957     GOOD             CGS
 PX0358
 PX0358                          STATION DESCRIPTION
 PX0358
 PX0358'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 PX0358'ABOUT 10 MILES SOUTHWEST OF BURLINGTON, 7 MILES SOUTH OF
 PX0358'GREYBULL RIVER, AND ON EASTERN PART OF TATMAN MOUNTAIN.  TO
 PX0358'REACH FROM BURLINGTON GO SOUTH, CROSS BURLINGTON BRIDGE
 PX0358'OVER GREYBULL RIVER, CONTINUE SOUTH ABOUT 1/4 MILE TO ROAD FORK
 PX0358'WHERE LEFT FORK GOES SOUTH OVER SMALL BRIDGE ACROSS WASH AND
 PX0358'RIGHT FORK GOES WEST ON NORTH SIDE OF WASH, TAKE RIGHT FORK,
 PX0358'GO 1.6 MILES TO RIGHT TURN, CONTINUE 1.2 MILES TO FORK, TAKE
 PX0358'RIGHT FORK, GO 0.1 MILE TO POINT WHERE MAIN ROAD GOES
 PX0358'STRAIGHT AHEAD AND DIMMER ROAD TURNS LEFT JUST AFTER CROSSING
 PX0358'BRIDGE OVER IRRIGATION DITCH, TAKE DIM ROAD, FOLLOW NORTH OF
 PX0358'DITCH 1/4 MILE TO FORKS, TAKE LEFT FORK, GO 0.3 MILE TO
 PX0358'LANE, TURN LEFT INTO LANE, GO 0.8 MILE TO TWO HOUSES (ONE A
 PX0358'LOG HOUSE).  FROM THIS POINT FOLLOW DIM WAGON ROAD (TOO
 PX0358'ROUGH FOR TRUCKS) UP AND OVER BURLINGTON GAP TO CREST,
 PX0358'CONTINUE OVER TO SHELF ON SOUTH SIDE OF MOUNTAIN, TURN
 PX0358'EASTWARD ALONG SHELF TOWARD EAST END OF MOUNTAIN, WORKING UP
 PX0358'TOWARD LAST SMALL DRAW NEAR EAST END OF MOUNTAIN.  WAGON
 PX0358'AND TEAM CAN BE DRIVEN ONLY TO WITHIN 1/4 MILE OF STATION.
 PX0358'STATION IS NEAR NORTHERN EDGE OF SMALL TABLELAND ON TOP OF
 PX0358'MOUNTAIN, ABOUT 500 YARDS NORTHEAST OF HEAD OF SMALL DRAW
 PX0358'MENTIONED ABOVE, AND NEAR EAST END OF MOUNTAIN.
 PX0358'REFERENCE MARK NO. 2 IS IDENTICAL WITH B.M.
 PX0358'(U.S.G.S.) NEAR STATION TATMAN, (U.S.G.S.) AND IS IRON
 PX0358'PIPE WITH BRASS CAP PROJECTING 2 FEET ABOVE GROUND, 2.580
 PX0358'METERS (8.46 FEET) FROM STATION.
 PX0358
 PX0358                          STATION RECOVERY (1957)
 PX0358
 PX0358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0358'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 PX0358'CONDITION.  THE 1957 DISTANCES CHECKED THOSE OF 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0261 ***********************************************************************
 NS0261  DESIGNATION -  TATRO
 NS0261  PID         -  NS0261
 NS0261  STATE/COUNTY-  WY/FREMONT
 NS0261  USGS QUAD   -  MOUNT ARTER SE (1991)
 NS0261
 NS0261                         *CURRENT SURVEY CONTROL
 NS0261  ___________________________________________________________________
 NS0261* NAD 83(1993)-  42 50 37.72417(N)    108 51 21.69844(W)     ADJUSTED  
 NS0261* NAVD 88     -      2188.6    (meters)    7180.     (feet)  VERTCON   
 NS0261  ___________________________________________________________________
 NS0261  LAPLACE CORR-         -22.78  (seconds)                    DEFLEC99
 NS0261  GEOID HEIGHT-         -11.00  (meters)                     GEOID03
 NS0261
 NS0261  HORZ ORDER  -  SECOND
 NS0261
 NS0261.The horizontal coordinates were established by classical geodetic methods
 NS0261.and adjusted by the National Geodetic Survey in January 1997..
 NS0261
 NS0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0261
 NS0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0261
 NS0261.The geoid height was determined by GEOID03.
 NS0261
 NS0261;                    North         East     Units Scale Factor Converg.
 NS0261;SPC WYWC     -   260,309.231   591,333.103   MT  0.99993842   -0 04 19.6
 NS0261;UTM  12      - 4,745,700.159   675,196.797   MT  0.99997762   +1 27 29.8
 NS0261
 NS0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0261!SPC WYWC     -   0.99965861  x   0.99993842  =   0.99959705
 NS0261!UTM  12      -   0.99965861  x   0.99997762  =   0.99963624
 NS0261
 NS0261:                Primary Azimuth Mark                     Grid Az
 NS0261:SPC WYWC     -  TATRO AZ MK                              095 44 42.3
 NS0261:UTM  12      -  TATRO AZ MK                              094 12 52.9
 NS0261
 NS0261|---------------------------------------------------------------------|
 NS0261| PID    Reference Object                     Distance      Geod. Az  |
 NS0261|                                                           dddmmss.s |
 NS0261| CP5898 TATRO AZ MK                                        0954022.7 |
 NS0261| NS0237 LANDER B AND R HOSP SW COR STK      APPROX.10.4 KM 1020915.3 |
 NS0261| CP5900 TATRO RM 2                            8.206 METERS 19135     |
 NS0261| CP5899 TATRO RM 1                            9.724 METERS 26105     |
 NS0261|---------------------------------------------------------------------|
 NS0261
 NS0261                          SUPERSEDED SURVEY CONTROL
 NS0261
 NS0261  NAD 83(1986)-  42 50 37.70753(N)    108 51 21.69978(W) AD(       ) 2
 NS0261  NAD 27      -  42 50 37.87200(N)    108 51 19.27400(W) AD(       ) 2
 NS0261  NGVD 29 (07/19/86) 2187.5    (m)         7177.     (f) VERT ANG       
 NS0261
 NS0261.Superseded values are not recommended for survey control.
 NS0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0261.See file dsdata.txt to determine how the superseded data were derived.
 NS0261
 NS0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN7519745700(NAD 83)
 NS0261_MARKER: DS = TRIANGULATION STATION DISK
 NS0261_SETTING: 80 = SET IN A BOULDER
 NS0261_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NS0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0261
 NS0261  HISTORY     - Date     Condition        Report By
 NS0261  HISTORY     - 1936     MONUMENTED       CGS
 NS0261  HISTORY     - 1951     GOOD             USGS
 NS0261
 NS0261                          STATION DESCRIPTION
 NS0261
 NS0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0261'ABOUT 6 MILES WEST OF LANDER, ON HIGHEST FOOTHILL IN VICINITY,
 NS0261'ON HIGHEST POINT OF GRASS-COVERED HILL WHICH HAS BUFF-COLORED
 NS0261'BLUFFS ON SOUTH SIDE, SLOPES GRADUALLY TO NORTH AND IS FAIRLY
 NS0261'STEEP ON EAST AND WEST SIDES, 9 YARDS WEST OF BREAK ON EAST
 NS0261'SIDE AND 18 YARDS NORTH OF BREAK ON SOUTH SIDE.  TO REACH FROM
 NS0261'FREMONT VOCATIONAL HIGH SCHOOL IN LANDER, FOLLOW STATE HIGHWAY
 NS0261'287 NORTH 0.15 MILE.  TURN LEFT (WEST) ONTO GRADED ROAD AND
 NS0261'AT 3.9 MILES PASS AZIMUTH MARK ON LEFT.  AT 4.4 MILES TURN
 NS0261'RIGHT INTO T-ROAD NORTH, CROSS CREEK, AND FOLLOW
 NS0261'MAIN-TRAVELED ROAD, AT 6.7 MILES TAKE LEFT FORK AND GO WEST
 NS0261'TO OLD LOG HOUSE.  AT 6.8 MILES PASS OLD LOG HOUSE, AND
 NS0261'PROCEED WESTERLY 0.1 MILE TO EAST SIDE OF DRAW, THENCE
 NS0261'SOUTHERLY UP RIDGE TO BOTTOM OF STEEP PITCH, DISTANCE 1.1
 NS0261'MILES.  FROM HERE STATION IS 10-MINUTE PACK UP RIDGE TO
 NS0261'SOUTH.  STATION MARK IS STANDARD DISK IN BOULDER.
 NS0261'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 NS0261'BOULDERS.  NO. 1 IS FLUSH WITH GROUND, AND
 NS0261'9.724 METERS (31.90 FEET) WEST OF STATION S 81 DEG
 NS0261'05 MIN W.  NO. 2 PROJECTS 6 INCHES ABOVE GROUND, AND IS
 NS0261'8.206 METERS (26.92 FEET) SOUTH OF STATION S 11 DEG
 NS0261'35 MIN W.  (DISTANCE BETWEEN REFERENCE MARKS IS 10.293
 NS0261'METERS (33.77 FEET).) AZIMUTH MARK IS AT MILEAGE 3.9 (SEE
 NS0261'ABOVE), AT POINT WHERE TELEPHONE LINE CROSSES ROAD, 0.2 MILE
 NS0261'SOUTHEAST OF HOUSE NORTHWEST OF ROAD, 75 YARDS SOUTHEAST OF
 NS0261'CENTER LINE OF ROAD, 20 YARDS SOUTHWEST OF POINT OF RIDGE,
 NS0261'ON WEST SLOPE, ON LARGE FLAT BOULDER, AND APPROXIMATELY 2
 NS0261'MILES EAST OF STATION S 84 DEG 20 MIN E.  AZIMUTH
 NS0261'FROM STATION TO LANDER, FREMONT VOCATIONAL HIGH SCHOOL, CHIMNEY
 NS0261'ON WEST SIDE, IS S 84 DEG 41 MIN E.
 NS0261
 NS0261                          STATION RECOVERY (1951)
 NS0261
 NS0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0261'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1190 ***********************************************************************
 MO1190  DESIGNATION -  TAURIS
 MO1190  PID         -  MO1190
 MO1190  STATE/COUNTY-  WY/ALBANY
 MO1190  USGS QUAD   -  BALDY MOUNTAIN (1981)
 MO1190
 MO1190                         *CURRENT SURVEY CONTROL
 MO1190  ___________________________________________________________________
 MO1190* NAD 83(1993)-  41 32 43.01025(N)    105 29 28.23570(W)     ADJUSTED  
 MO1190* NAVD 88     -      2624.3    (meters)    8610.     (feet)  VERTCON   
 MO1190  ___________________________________________________________________
 MO1190  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 MO1190  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 MO1190
 MO1190  HORZ ORDER  -  THIRD
 MO1190
 MO1190.The horizontal coordinates were established by classical geodetic methods
 MO1190.and adjusted by the National Geodetic Survey in January 1997..
 MO1190
 MO1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1190
 MO1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1190
 MO1190.The geoid height was determined by GEOID03.
 MO1190
 MO1190;                    North         East     Units Scale Factor Converg.
 MO1190;SPC WY E     -   116,126.556   172,925.222   MT  0.99994652   -0 12 54.8
 MO1190;UTM  13      - 4,599,407.717   459,033.549   MT  0.99962065   -0 19 32.7
 MO1190
 MO1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1190!SPC WY E     -   0.99959036  x   0.99994652  =   0.99953691
 MO1190!UTM  13      -   0.99959036  x   0.99962065  =   0.99921117
 MO1190
 MO1190:                Primary Azimuth Mark                     Grid Az
 MO1190:SPC WY E     -  PASCO                                    199 31 02.7
 MO1190:UTM  13      -  PASCO                                    199 37 40.6
 MO1190
 MO1190|---------------------------------------------------------------------|
 MO1190| PID    Reference Object                     Distance      Geod. Az  |
 MO1190|                                                           dddmmss.s |
 MO1190| MO1192 PASCO                               APPROX. 2.2 KM 1991807.9 |
 MO1190|---------------------------------------------------------------------|
 MO1190
 MO1190                          SUPERSEDED SURVEY CONTROL
 MO1190
 MO1190  NAD 83(1986)-  41 32 42.99575(N)    105 29 28.23296(W) AD(       ) 3
 MO1190  NAD 27      -  41 32 43.08485(N)    105 29 26.28576(W) AD(       ) 3
 MO1190  NGVD 29 (07/19/86) 2623.2    (m)         8606.     (f) VERT ANG       
 MO1190
 MO1190.Superseded values are not recommended for survey control.
 MO1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1190.See file dsdata.txt to determine how the superseded data were derived.
 MO1190
 MO1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5903499408(NAD 83)
 MO1190_MARKER: DD = SURVEY DISK
 MO1190_SETTING: 66 = SET IN ROCK OUTCROP
 MO1190_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 MO1190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1190+STABILITY: POSITION/ELEVATION WELL
 MO1190
 MO1190  HISTORY     - Date     Condition        Report By
 MO1190  HISTORY     - 1947     MONUMENTED       USGS
 MO1190  HISTORY     - 1953     GOOD             USGS
 MO1190
 MO1190                          STATION DESCRIPTION
 MO1190
 MO1190'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1190'LOCATED IN SEC. 8, T 18 N, R 72 W, ON HIGHEST POINT OF SEPARATED TOP,
 MO1190'KNOWN LOCALLY AS BALD MOUNTAIN.
 MO1190'
 MO1190'TO REACH FROM LARAMIE POST OFFICE, GO E. ON IVINSON AVE. TO 9TH
 MO1190'STREET, THENCE LEFT (N.) ON 9TH STREET AND GRADED DIRT RD. 7.3 MI.
 MO1190'TO A SIDE RD., THENCE LEFT 6.8 MI. OVER SUMMIT TO A RD. FORK, THENCE
 MO1190'RIGHT 1.7 MI. TO RD. FORK, THENCE LEFT 1.0 MI. TO RD. FORK, THENCE
 MO1190'LEFT 3.65 MI. TO T-RD. LEFT THRU GATE, GO LEFT W. 2.95 MI. ON RD.
 MO1190'THRU PASTURE TO A VERY DIM TRAIL RIGHT ACROSS DRAIN, GO RIGHT 0.6 MI.
 MO1190'ACROSS DRAIN TO A FIRE BREAK, GO LEFT 0.75 MI. ALONG FIRE TRAIL, LEAVE
 MO1190'RD. AND GO N. 0.2 MI. TO GATE IN N-S. FENCE, GO W. 0.2 MI. TO E-W.
 MO1190'N-S. FENCE CORNER, GO THROUGH BOTH FENCES TO NE. CORNER, CONTINUE NE.
 MO1190'TO BASE OF MOUNTAIN, THENCE ALONG S. SIDE OF MOUNTAIN TO SADDLE,
 MO1190'THENCE N. ALONG E. SIDE TO WITHIN 450 FT. OF STATION.
 MO1190
 MO1190                          STATION RECOVERY (1953)
 MO1190
 MO1190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (LEA)
 MO1190'STATION MARK--STANDARD TABLET, DRILLED IN LEDGE ROCK AND STAMPED
 MO1190'---TAURIS 1947---.
 MO1190'
 MO1190'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---TAURIS NO.
 MO1190'1---, DRILLED IN LEDGE ROCK, 28.47 FT. FROM STATION,
 MO1190'N 55 DEG 07 MIN E.
 MO1190'
 MO1190'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---TAURIS NO.
 MO1190'2---, DRILLED IN LEDGE ROCK, 28.61 FT. FROM STATION,
 MO1190'S 14 DEG 23 MIN E.
 MO1190'
 MO1190'REFERENCE MARKS NO. 1 AND 2 ARE 46.84 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0451 ***********************************************************************
 OU0451  DESIGNATION -  TAYLOR
 OU0451  PID         -  OU0451
 OU0451  STATE/COUNTY-  WY/CAMPBELL
 OU0451  USGS QUAD   -  ARTESIAN DRAW (1954)
 OU0451
 OU0451                         *CURRENT SURVEY CONTROL
 OU0451  ___________________________________________________________________
 OU0451* NAD 83(1993)-  43 34 54.67186(N)    105 57 12.84217(W)     ADJUSTED  
 OU0451* NAVD 88     -      1654.8    (meters)    5429.     (feet)  VERTCON   
 OU0451  ___________________________________________________________________
 OU0451  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 OU0451  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 OU0451  OBS GRAVITY -     979,983.1   (mgal)                       GRAV_OBS
 OU0451
 OU0451  HORZ ORDER  -  THIRD
 OU0451
 OU0451.The horizontal coordinates were established by classical geodetic methods
 OU0451.and adjusted by the National Geodetic Survey in January 1997..
 OU0451
 OU0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0451
 OU0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0451
 OU0451.The geoid height was determined by GEOID03.
 OU0451.The observed gravity was obtained from relative gravimeter ties
 OU0451.to the IGSN71 gravity network.
 OU0451
 OU0451;                    North         East     Units Scale Factor Converg.
 OU0451;SPC WY E     -   342,593.580   136,448.003   MT  0.99998716   -0 32 33.0
 OU0451;UTM  13      - 4,825,873.584   423,013.534   MT  0.99967290   -0 39 26.7
 OU0451
 OU0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0451!SPC WY E     -   0.99974284  x   0.99998716  =   0.99973001
 OU0451!UTM  13      -   0.99974284  x   0.99967290  =   0.99941583
 OU0451
 OU0451:                Primary Azimuth Mark                     Grid Az
 OU0451:SPC WY E     -  OGALLALA                                 160 04 25.4
 OU0451:UTM  13      -  OGALLALA                                 160 11 19.1
 OU0451
 OU0451|---------------------------------------------------------------------|
 OU0451| PID    Reference Object                     Distance      Geod. Az  |
 OU0451|                                                           dddmmss.s |
 OU0451| OU0450 OGALLALA                            APPROX. 6.6 KM 1593152.4 |
 OU0451|---------------------------------------------------------------------|
 OU0451
 OU0451                          SUPERSEDED SURVEY CONTROL
 OU0451
 OU0451  NAD 83(1986)-  43 34 54.65314(N)    105 57 12.81751(W) AD(       ) 3
 OU0451  NAD 27      -  43 34 54.75633(N)    105 57 10.77923(W) AD(       ) 3
 OU0451  NGVD 29 (07/19/86) 1654.0    (m)         5426.     (f) VERT ANG       
 OU0451
 OU0451.Superseded values are not recommended for survey control.
 OU0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0451.See file dsdata.txt to determine how the superseded data were derived.
 OU0451
 OU0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ2301425874(NAD 83)
 OU0451_MARKER: DD = SURVEY DISK
 OU0451_SETTING: 0 = UNSPECIFIED SETTING
 OU0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0451
 OU0451  HISTORY     - Date     Condition        Report By
 OU0451  HISTORY     - 1952     MONUMENTED       USGS
 OU0451
 OU0451                          STATION DESCRIPTION
 OU0451
 OU0451'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0451'THE STATION IS LOCATED ON THE HIGHEST PART OF A GRASS COVERED RIDGE,
 OU0451'ABOUT 13 MI. (AIRLINE) E. OF LINCH, 19 MI. (AIRLINE) SE. OF SUSSEX,
 OU0451'AND 215 FT. N. OF WHERE A TRACK RD. CROSSES THE RIDGE.
 OU0451'
 OU0451'TO REACH STATION FROM LINCH, GO E. ON OIL RD. FOR 7.0 MI. TO STATE
 OU0451'HIGHWAY 387.  TURN LEFT E. ON STATE HIGHWAY 387 FOR 9.8 MI.  TURN
 OU0451'LEFT N. OFF HIGHWAY, PASS THROUGH GATE AND FOLLOW TRACK RD. FOR 1.0
 OU0451'MI. TO FORK, THENCE LEFT (NW.) FOR 0.25 MI. TO FORK, THENCE LEFT (W.)
 OU0451'FOR 1.35 MI. TO WHERE TRACK RD. CROSSES OVER A RIDGE.  AT THIS POINT
 OU0451'LEAVE RD. AND DRIVE N. UP RIDGE FOR 215 FT. TO STATION SITE.
 OU0451'
 OU0451'STATION MARK--STANDARD TABLET, STAMPED ---TAYLOR 1952---, IN THE
 OU0451'TOP OF A CONCRETE POST.
 OU0451'
 OU0451'REFERENCE MARK NO. 1--THE TOP OF A REINFORCING ROD, PROJECTING FROM
 OU0451'THE TOP OF A CONCRETE POST, 39.04 FT. FROM STATION MARK,
 OU0451'S 53 DEG 05 MIN W.
 OU0451'
 OU0451'REFERENCE MARK NO. 2--THE TOP OF A REINFORCING ROD, PROJECTING 0.4
 OU0451'FT. ABOVE GROUND, 50.55 FT. FROM STATION MARK, N 30 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0390 ***********************************************************************
 OV0390  DESIGNATION -  TAYLOR ET
 OV0390  PID         -  OV0390
 OV0390  STATE/COUNTY-  WY/WASHAKIE
 OV0390  USGS QUAD   -  MONUMENT HILL (1966)
 OV0390
 OV0390                         *CURRENT SURVEY CONTROL
 OV0390  ___________________________________________________________________
 OV0390* NAD 83(1993)-  43 58 12.64293(N)    107 11 55.30475(W)     ADJUSTED  
 OV0390* NAVD 88     -      2231.7    (meters)    7322.     (feet)  VERTCON   
 OV0390  ___________________________________________________________________
 OV0390  LAPLACE CORR-          13.02  (seconds)                    DEFLEC99
 OV0390  GEOID HEIGHT-          -9.83  (meters)                     GEOID03
 OV0390
 OV0390  HORZ ORDER  -  THIRD
 OV0390
 OV0390.The horizontal coordinates were established by classical geodetic methods
 OV0390.and adjusted by the National Geodetic Survey in January 1997..
 OV0390
 OV0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0390
 OV0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0390
 OV0390.The geoid height was determined by GEOID03.
 OV0390
 OV0390;                    North         East     Units Scale Factor Converg.
 OV0390;SPC WYEC     -   485,444.825   410,803.499   MT  0.99993893   +0 05 36.5
 OV0390;UTM  13      - 4,870,910.714   323,631.628   MT  0.99998259   -1 31 36.9
 OV0390
 OV0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0390!SPC WYEC     -   0.99965172  x   0.99993893  =   0.99959067
 OV0390!UTM  13      -   0.99965172  x   0.99998259  =   0.99963431
 OV0390
 OV0390:                Primary Azimuth Mark                     Grid Az
 OV0390:SPC WYEC     -  ONION ET                                 062 22 44.5
 OV0390:UTM  13      -  ONION ET                                 063 59 57.9
 OV0390
 OV0390|---------------------------------------------------------------------|
 OV0390| PID    Reference Object                     Distance      Geod. Az  |
 OV0390|                                                           dddmmss.s |
 OV0390| PW0526 ONION ET                            APPROX. 9.5 KM 0622821.0 |
 OV0390|---------------------------------------------------------------------|
 OV0390
 OV0390                          SUPERSEDED SURVEY CONTROL
 OV0390
 OV0390  NAD 83(1986)-  43 58 12.62575(N)    107 11 55.29163(W) AD(       ) 3
 OV0390  NAD 27      -  43 58 12.76006(N)    107 11 53.03252(W) AD(       ) 3
 OV0390  NGVD 29 (07/19/86) 2230.8    (m)         7319.     (f) VERT ANG       
 OV0390
 OV0390.Superseded values are not recommended for survey control.
 OV0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0390.See file dsdata.txt to determine how the superseded data were derived.
 OV0390
 OV0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ2363270911(NAD 83)
 OV0390_MARKER: DD = SURVEY DISK
 OV0390_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0390_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OV0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0390
 OV0390  HISTORY     - Date     Condition        Report By
 OV0390  HISTORY     - 1966     MONUMENTED       USGS
 OV0390
 OV0390                          STATION DESCRIPTION
 OV0390
 OV0390'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0390'STATION IS LOCATED ABOUT 4.5 MI. S. AND 13.0 MI. E. OF TEN SLEEP,
 OV0390'WASHAKIE COUNTY, WYOMING.
 OV0390'
 OV0390'TO REACH THE STATION FROM THE POST OFFICE IN TEN SLEEP, GO E. ON U.S.
 OV0390'HIGHWAY 16 FOR 3.4 MI. TO GRAVELED RD. RIGHT, TURN RIGHT AND GO
 OV0390'GENERALLY E. 13.4 MI. ON BLADED RD. TO TOP OF BROAD RIDGE AND A DIM
 OV0390'TRAIL NE.  STATION IS ABOUT 250 FT. N. OF THIS JUNCTION AND IN THE
 OV0390'CENTER OF A BROAD TOP.
 OV0390'
 OV0390'STATION MARK--STANDARD USGS TABLET, SET IN TOP OF 2-1/2 IN. IRON
 OV0390'PIPE FILLED WITH CONCRETE, PROJECTING ABOUT 0.2 FT., STAMPED
 OV0390'---TAYLOR ET 1966---.
 OV0390'
 OV0390'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1227 ***********************************************************************
 MO1227  DESIGNATION -  TCFS 1
 MO1227  PID         -  MO1227
 MO1227  STATE/COUNTY-  WY/ALBANY
 MO1227  USGS QUAD   -  BUFORD (1987)
 MO1227
 MO1227                         *CURRENT SURVEY CONTROL
 MO1227  ___________________________________________________________________
 MO1227* NAD 83(1993)-  41 07 09.30043(N)    105 21 26.80473(W)     ADJUSTED  
 MO1227* NAVD 88     -      2459.     (meters)    8068.     (feet)  SCALED    
 MO1227  ___________________________________________________________________
 MO1227  LAPLACE CORR-         -12.60  (seconds)                    DEFLEC99
 MO1227  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 MO1227
 MO1227  HORZ ORDER  -  THIRD
 MO1227
 MO1227.The horizontal coordinates were established by classical geodetic methods
 MO1227.and adjusted by the National Geodetic Survey in January 1997..
 MO1227
 MO1227.The orthometric height was scaled from a topographic map.
 MO1227
 MO1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1227
 MO1227.The geoid height was determined by GEOID03.
 MO1227
 MO1227;                    North         East     Units Scale Factor Converg.
 MO1227;SPC WY E     -    68,781.112   183,978.728   MT  0.99994066   -0 07 31.7
 MO1227;UTM  13      - 4,552,056.650   469,992.484   MT  0.99961108   -0 14 06.2
 MO1227
 MO1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1227!SPC WY E     -   0.99961636  x   0.99994066  =   0.99955704
 MO1227!UTM  13      -   0.99961636  x   0.99961108  =   0.99922759
 MO1227
 MO1227:                Primary Azimuth Mark                     Grid Az
 MO1227:SPC WY E     -  FRAISE                                   264 23 19.3
 MO1227:UTM  13      -  FRAISE                                   264 29 53.8
 MO1227
 MO1227|---------------------------------------------------------------------|
 MO1227| PID    Reference Object                     Distance      Geod. Az  |
 MO1227|                                                           dddmmss.s |
 MO1227| MO0476 FRAISE                              APPROX. 3.9 KM 2641547.6 |
 MO1227|---------------------------------------------------------------------|
 MO1227
 MO1227                          SUPERSEDED SURVEY CONTROL
 MO1227
 MO1227  NAD 83(1993)-  41 07 09.28790(N)    105 21 26.80341(W) AD(       ) 3
 MO1227  NAD 83(1986)-  41 07 09.28753(N)    105 21 26.80319(W) AD(       ) 3
 MO1227  NAD 27      -  41 07 09.34997(N)    105 21 24.86372(W) AD(       ) 3
 MO1227
 MO1227.Superseded values are not recommended for survey control.
 MO1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1227.See file dsdata.txt to determine how the superseded data were derived.
 MO1227
 MO1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6999252057(NAD 83)
 MO1227_MARKER: DD = SURVEY DISK
 MO1227_SETTING: 66 = SET IN ROCK OUTCROP
 MO1227_SP_SET: SET IN ROCK OUTCROP
 MO1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1227+STABILITY: POSITION/ELEVATION WELL
 MO1227
 MO1227  HISTORY     - Date     Condition        Report By
 MO1227  HISTORY     - 1947     MONUMENTED       USGS
 MO1227
 MO1227                          STATION DESCRIPTION
 MO1227
 MO1227'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1227'STATION IS LOCATED IN SEC. 4, T 13 N, R 71 W, ON ROCK OUTCROP, 330 FT.
 MO1227'S. OF Y-RD. ESE. AND BETWEEN TWO PINE TREES.
 MO1227'
 MO1227'TO REACH FROM BUFORD, GO W. ON U.S. HIGHWAY 30 0.55 MI. FROM CROSSROAD
 MO1227'AT BUFORD TO T-RD. S., THENCE GO S. (LEFT) 0.25 MI. TO T-RD. W.,
 MO1227'THENCE GO W. (RIGHT) 1.35 MI. TO GRAVEL PIT, THENCE GO W. (RIGHT) AT
 MO1227'T-RD. W. JUST N. OF RAILROAD AND THROUGH GRAVEL PIT 0.85 MI. TO Y-RD.
 MO1227'ESE.  WALK 330 FT. S. TO ROCKY TOP AND STATION BETWEEN TWO PINE TREES.
 MO1227'
 MO1227'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP, STAMPED ---TCFS-1
 MO1227'1947---.
 MO1227'
 MO1227'REFERENCE MARK NO. 1--DRILL HOLE IN CHISELED ARROW, 13.05 FT. S. OF
 MO1227'STATION, N 17 DEG 24 MIN E.
 MO1227'
 MO1227'REFERENCE MARK NO. 2--DRILL HOLE IN CHISELED ARROW, 17.08 FT. N. OF
 MO1227'STATION, S 85 DEG 25 MIN W.
 MO1227'
 MO1227'REFERENCE MARKS NO. 1 AND 2 ARE 25.18 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0352 ***********************************************************************
 OV0352  DESIGNATION -  TEAPOT
 OV0352  PID         -  OV0352
 OV0352  STATE/COUNTY-  WY/NATRONA
 OV0352  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0352
 OV0352                         *CURRENT SURVEY CONTROL
 OV0352  ___________________________________________________________________
 OV0352* NAD 83(1993)-  43 06 17.58889(N)    106 19 13.77222(W)     ADJUSTED  
 OV0352* NAVD 88     -      1795.8    (meters)    5892.     (feet)  VERTCON   
 OV0352  ___________________________________________________________________
 OV0352  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 OV0352  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 OV0352
 OV0352  HORZ ORDER  -  FIRST
 OV0352
 OV0352.The horizontal coordinates were established by classical geodetic methods
 OV0352.and adjusted by the National Geodetic Survey in January 1997..
 OV0352
 OV0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0352
 OV0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0352
 OV0352.The geoid height was determined by GEOID03.
 OV0352
 OV0352;                    North         East     Units Scale Factor Converg.
 OV0352;SPC WYEC     -   389,803.172   482,442.562   MT  1.00002108   +0 41 31.7
 OV0352;UTM  13      - 4,773,308.464   392,551.459   MT  0.99974202   -0 54 08.7
 OV0352
 OV0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0352!SPC WYEC     -   0.99972057  x   1.00002108  =   0.99974165
 OV0352!UTM  13      -   0.99972057  x   0.99974202  =   0.99946267
 OV0352
 OV0352:                Primary Azimuth Mark                     Grid Az
 OV0352:SPC WYEC     -  MIDWEST WATER TANK                       010 30 30.8
 OV0352:UTM  13      -  MIDWEST WATER TANK                       012 06 11.2
 OV0352
 OV0352|---------------------------------------------------------------------|
 OV0352| PID    Reference Object                     Distance      Geod. Az  |
 OV0352|                                                           dddmmss.s |
 OV0352| OV0347 MIDWEST WATER TANK                  APPROX.29.5 KM 0111202.5 |
 OV0352| CP5904 TEAPOT AZ MK                                       0665830.6 |
 OV0352| CP5906 TEAPOT RM 2                          13.720 METERS 12354     |
 OV0352| CP5905 TEAPOT RM 1                          12.905 METERS 19823     |
 OV0352|---------------------------------------------------------------------|
 OV0352
 OV0352                          SUPERSEDED SURVEY CONTROL
 OV0352
 OV0352  NAD 83(1986)-  43 06 17.57156(N)    106 19 13.74939(W) AD(       ) 1
 OV0352  NAD 27      -  43 06 17.68900(N)    106 19 11.65500(W) AD(       ) 1
 OV0352  NGVD 29 (07/19/86) 1794.9    (m)         5889.     (f) VERT ANG       
 OV0352
 OV0352.Superseded values are not recommended for survey control.
 OV0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0352.See file dsdata.txt to determine how the superseded data were derived.
 OV0352
 OV0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9255173308(NAD 83)
 OV0352_MARKER: DS = TRIANGULATION STATION DISK
 OV0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0352
 OV0352  HISTORY     - Date     Condition        Report By
 OV0352  HISTORY     - 1934     MONUMENTED       CGS
 OV0352  HISTORY     - 1938     GOOD             CGS
 OV0352  HISTORY     - 1948     GOOD             CGS
 OV0352  HISTORY     - 1952     GOOD             CGS
 OV0352
 OV0352                          STATION DESCRIPTION
 OV0352
 OV0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OV0352'ABOUT 17 MILES NORTH OF CASPER, ABOUT 1-1/2 MILES EAST OF
 OV0352'U.S. HIGHWAY 87E, IN T. 36 N., R. 79 W., ON HILL THAT GRADUALLY
 OV0352'SLOPES TO EAST AND DROPS OFF SHARPLY TO WEST AND NORTH (4-FOOT
 OV0352'FENCE RUNS OVER TOP OF HILL).  THERE ARE SEVERAL HILLS OF ABOUT
 OV0352'SAME ELEVATION TO NORTHEAST.  TO REACH FROM CASPER, FOLLOW
 OV0352'U.S. HIGHWAYS 87E AND 20 WEST 1.8 MILES TO JUNCTION, FOLLOW
 OV0352'HIGHWAY 87E NORTH 18.5 MILES TO ROAD LEADING TO RIGHT (EAST),
 OV0352'FOLLOW THIS GRADED DIRT ROAD 1.9 MILES TO TOP OF HILL, TURN
 OV0352'RIGHT ONTO UNIMPROVED ROAD AND GO 0.5 MILE, FOLLOW RIGHT FORK
 OV0352'SOUTH ALONG PIPE LINE 0.45 MILE, FOLLOW RIGHT FORK (DIM
 OV0352'ROAD) SOUTHWEST 0.15 MILE TO ANOTHER ROAD, FOLLOW THIS ROAD
 OV0352'0.55 MILE, TURN RIGHT (WEST) AND GO UP HILL 0.15 MILE TO
 OV0352'FENCE LINE AND STATION SITE.  SURFACE AND UNDERGROUND
 OV0352'MARKS ARE STANDARD STATION DISKS IN CONCRETE.
 OV0352'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 OV0352'CONCRETE.  NO. 1 IS 12.930 METERS (42.42 FEET) FROM
 OV0352'STATION.  NO. 2 IS 13.772 METERS
 OV0352'(45.18 FEET) FROM STATION.
 OV0352'DISTANCE BETWEEN REFERENCE MARKS IS 16.126 METERS (52.91
 OV0352'FEET).  AZIMUTH MARK IS 10 FEET WEST OF FENCE CORNER, 3
 OV0352'FEET SOUTH OF FENCE, AND APPROXIMATELY 3/8 MILE FROM
 OV0352'STATION.  BEARING FROM
 OV0352'STATION TO WATER TANK NEAR STATION MIDWEST N 11 DEG 12 MIN E.
 OV0352
 OV0352                          STATION RECOVERY (1938)
 OV0352
 OV0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 OV0352'STATION IS LOCATED ABOUT 17 MILES NORTH OF CASPER AND ABOUT
 OV0352'1-1/2 MILES EAST OF U.S. 87 E ON A HILL THAT GRADUALLY SLOPES
 OV0352'TO THE EAST, AND DROPS OFF SHARPLY TO THE WEST AND THE NORTH,
 OV0352'THERE IS A FOUR FOOT WIRE FENCE RUNNING NORTH AND SOUTH OVER
 OV0352'TOP OF HILL, AND THERE ARE SEVERAL HILLS OF ABOUT THE SAME
 OV0352'ELEVATION TO THE NORTHEAST.
 OV0352'
 OV0352'STATION IS REACHED AS FOLLOWS.  FROM CASPER GO WEST ON U.S. 87E
 OV0352'AND U.S. 20, 1.8 MILES TO THE JUNCTION, THEN TAKE RIGHT FORK
 OV0352'AND GO NORTH ON U.S. 87, 14.7 MILES TO THE TARRANT WILEY GAS
 OV0352'STATION ON THE LEFT SIDE OF THE ROAD AND A LARGE GREY HOUSE
 OV0352'WITH NUMEROUS WINDOWS ON THE EAST SIDE OF THE ROAD, THEN
 OV0352'CONTINUE 3.9 MILES TO THE TOP OF A SMALL HILL A ROAD LEADING
 OV0352'TO THE RIGHT (EAST).  TAKE THIS GRADED ROAD AND GO 2.0 MILES
 OV0352'THEN LEAVE THIS ROAD AT THE TOP OF HILL AND TURN RIGHT ON AN
 OV0352'UMIMPROVED ROAD AND GO 0.5 MILES TO A FORK THEN TAKE RIGHT
 OV0352'FORK AND GO SOUTH ALONG PIPE LINE AND TELEPHONE LINE FOR
 OV0352'0.45 MILES THEN TAKE RIGHT FORK ON DIM ROAD AND GO SOUTHWEST
 OV0352'FOR 0.15 MILES TO ANOTHER ROAD, SEE KNOLL TO THE
 OV0352'SOUTHWEST, STATION IS AT TOP OF THIS KNOLL, FOLLOW THIS ROAD
 OV0352'0.55 MILES THEN LEAVE ROAD AND GO RIGHT WEST AND GO UP
 OV0352'HILL TO FENCE LINE AND STATION.
 OV0352'
 OV0352'NOTE
 OV0352'
 OV0352'DISTANCES TO REFERENCE MARKS CHECKED AND FOUND TO BE SLIGHTLY
 OV0352'LESS THAN ORIGINAL MEASUREMENT.
 OV0352
 OV0352                          STATION RECOVERY (1948)
 OV0352
 OV0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 OV0352'STATION RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT
 OV0352'FOR SLIGHT DIFFERENCES IN DISTANCES TO THE REFERENCE MARKS.
 OV0352'THE CORECT DISTANCES ARE SHOWN BELOW.
 OV0352'
 OV0352'THE STATION IS LOCATED IN T.36N., R.79W., ON THE NORTH END
 OV0352'OF A GRASSY HILL THAT SLOPES GRADUALLY TO THE EAST AND DROPS
 OV0352'OFF SHARPLY TO THE WEST AND NORTH.  THERE ARE SEVERAL HILLS
 OV0352'OF ABOUT THE SAME ELEVATION TO THE NORTHEAST.  THE STATION
 OV0352'MARK IS ABOUT 17 MILES AIRLINE NORTH OF CASPER, ABOUT 1 MILE
 OV0352'AIRLINE EAST OF U.S. HIGHWAY 87 E, 15 FEET WEST OF FENCE LINE,
 OV0352'10 FEET NORTHWEST OF A WHITE WITNESS POST, 8 FEET SOUTH OF
 OV0352'WHERE THE HILL DROPS SHARPLY TO THE NORTH,
 OV0352'PROJECTS 6 INCHES AND STAMPED, TEAPOT 1934.
 OV0352'
 OV0352'REFERENCE MARK NO. 1 IS ON THE WEST EDGE OF HILL, 2 FEET LOWER
 OV0352'THAN THE STATION MARK PROJECTS 4 INCHES
 OV0352'AND STAMPED, TEAPOT NO. 1 1934.
 OV0352'
 OV0352'REFERENCE MARK NO. 2 IS ON THE EAST EDGE OF HILL, 3 FEET
 OV0352'LOWER THAN THE STATION MARK PROJECTS
 OV0352'4 INCHES AND STAMPED, TEAPOT NO. 2 1934.
 OV0352'
 OV0352'THE AZIMUTH MARK IS 20 FEET NORTHWEST OF CENTERLINE OF ROAD,
 OV0352'10 FEET EAST OF FENCE CORNER, 3 FEET NORTH OF A WHITE WITNESS
 OV0352'POST, A BRONZE REFERENCE DISK SET IN 12X12 INCH CONCRETE POST,
 OV0352'PROJECTS 4 INCHES AND STAMPED, TEAPOT AZIMUTH 1934.
 OV0352'
 OV0352'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 20 AND
 OV0352'87 AND STATE HIGHWAY 220, GO WEST ON U.S. HIGHWAY 20 AND 87
 OV0352'FOR 1.4 MILE TO THE JUNCTION OF U.S. HIGHWAYS 20 AND 87 E.
 OV0352'TAKE U.S. HIGHWAY 87 E AND GO NORTH FOR 19.3 MILES TO A GRADED
 OV0352'ROAD ON THE RIGHT ON THE TOP OF A SMALL HILL.  TURN RIGHT,
 OV0352'EAST, AND FOLLOW GRADED ROAD 1.3 MILE TO FORK AND GATE.  TAKE
 OV0352'RIGHT FORK, PASSING THROUGH GATE AND GO 0.5 MILE TO FORK AT
 OV0352'TELEPHONE LINE.  TAKE RIGHT FORK, SOUTH, ALONG THE TELEPHONE
 OV0352'LINE FOR 0.45 MILE TO FORK.  TAKE RIGHT FORK, A DIM TRACK
 OV0352'ROAD, FOR 0.15 MILE TO FORK AT TOP OF KNOLL.  TAKE RIGHT
 OV0352'FORK AND GO 0.1 MILE TO FENCE CORNER AND AZIMUTH ON RIGHT.
 OV0352'CONTINUE ON TRACK ROAD FOR 0.55 MILE.  THENCE LEAVE ROAD AND
 OV0352'GO RIGHT, WEST, UP HILL TO FENCE LINE AND STATION AT THE
 OV0352'NORTH END OF HILL.  A DRIVE STATION.
 OV0352'
 OV0352'HEIGHT OF TRIPOD ABOVE THE STATION MARK--1.2 METERS
 OV0352
 OV0352                          STATION RECOVERY (1952)
 OV0352
 OV0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GBG)
 OV0352'DESCRIPTION ADEQUATE.  STATION AND REFERENCE RECOVERED IN
 OV0352'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0393 ***********************************************************************
 OU0393  DESIGNATION -  TECK
 OU0393  PID         -  OU0393
 OU0393  STATE/COUNTY-  WY/CAMPBELL
 OU0393  USGS QUAD   -  TECKLA SW (1971)
 OU0393
 OU0393                         *CURRENT SURVEY CONTROL
 OU0393  ___________________________________________________________________
 OU0393* NAD 83(1993)-  43 31 33.90300(N)    105 24 54.55389(W)     ADJUSTED  
 OU0393* NAVD 88     -      1513.2    (meters)    4965.     (feet)  VERTCON   
 OU0393  ___________________________________________________________________
 OU0393  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 OU0393  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 OU0393
 OU0393  HORZ ORDER  -  THIRD
 OU0393  VERT ORDER  -  THIRD ? (See Below)
 OU0393
 OU0393.The horizontal coordinates were established by classical geodetic methods
 OU0393.and adjusted by the National Geodetic Survey in January 1997..
 OU0393
 OU0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0393.The vertical order pertains to the NGVD 29 superseded value.
 OU0393
 OU0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0393
 OU0393.The geoid height was determined by GEOID03.
 OU0393
 OU0393;                    North         East     Units Scale Factor Converg.
 OU0393;SPC WY E     -   336,126.950   179,913.087   MT  0.99994246   -0 10 16.1
 OU0393;UTM  13      - 4,819,321.949   466,451.602   MT  0.99961384   -0 17 09.3
 OU0393
 OU0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0393!SPC WY E     -   0.99976515  x   0.99994246  =   0.99970762
 OU0393!UTM  13      -   0.99976515  x   0.99961384  =   0.99937908
 OU0393
 OU0393:                Primary Azimuth Mark                     Grid Az
 OU0393:SPC WY E     -  BIRD                                     000 13 00.7
 OU0393:UTM  13      -  BIRD                                     000 19 53.9
 OU0393
 OU0393|---------------------------------------------------------------------|
 OU0393| PID    Reference Object                     Distance      Geod. Az  |
 OU0393|                                                           dddmmss.s |
 OU0393| OU0394 BIRD                                APPROX.14.1 KM 0000244.6 |
 OU0393|---------------------------------------------------------------------|
 OU0393
 OU0393                          SUPERSEDED SURVEY CONTROL
 OU0393
 OU0393  NAD 83(1986)-  43 31 33.88267(N)    105 24 54.53096(W) AD(       ) 3
 OU0393  NAD 27      -  43 31 33.99147(N)    105 24 52.57719(W) AD(       ) 3
 OU0393  NGVD 29 (07/19/86) 1512.3    (m)         4962.     (f) LEVELING    3  
 OU0393
 OU0393.Superseded values are not recommended for survey control.
 OU0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0393.See file dsdata.txt to determine how the superseded data were derived.
 OU0393
 OU0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ6645219322(NAD 83)
 OU0393_MARKER: DD = SURVEY DISK
 OU0393_SETTING: 0 = UNSPECIFIED SETTING
 OU0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0393
 OU0393  HISTORY     - Date     Condition        Report By
 OU0393  HISTORY     - 1955     MONUMENTED       USGS
 OU0393
 OU0393                          STATION DESCRIPTION
 OU0393
 OU0393'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0393'STATION IS LOCATED ABOUT 22.5 MI. (AIRLINE) NNW. OF BILL, CONVERSE
 OU0393'COUNTY, AND ABOUT 16.0 MI. SSE. OF RENO JUNCTION (STATE HIGHWAYS 59
 OU0393'AND 387), CAMPBELL COUNTY.  IN THE SW. 1/4 SEC. 8, T 41 N, R 71 W.
 OU0393'
 OU0393'TO REACH THE STATION FROM BILL POST OFFICE, PROCEED NW. 23 MI. ALONG
 OU0393'WYOMING STATE HIGHWAY 59 TO T-RD. E., TURN RIGHT (E.) 1.7 MI. ALONG
 OU0393'DIRT RD. TO SUMMIT, TURN LEFT (N.), LEAVING RD., FOR 0.1 MI. TO TOP
 OU0393'OF HILL AND THE STATION.
 OU0393'
 OU0393'ALTERNATE DESCRIPTION FROM RENO JUNCTION
 OU0393'
 OU0393'TO REACH THE STATION FROM RENO JUNCTION, PROCEED SSE. ALONG WYOMING
 OU0393'STATE HIGHWAY 59 16.5 MI. TO T-RD. E., TURN LEFT (E.) 1.7 MI. ALONG
 OU0393'DIRT RD. TO SUMMIT, TURN LEFT (N.) FOR 0.1 MI. TO TOP OF HILL AND
 OU0393'THE STATION.
 OU0393'
 OU0393'STATION MARK--STANDARD USGS TABLET, SET IN THE TOP OF A CONCRETE
 OU0393'POST, PROJECTING ABOUT 0.2 FT. ABOVE GROUND, STAMPED ---TECK 1955---.
 OU0393'
 OU0393'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0391 ***********************************************************************
 OU0391  DESIGNATION -  TECKLA
 OU0391  PID         -  OU0391
 OU0391  STATE/COUNTY-  WY/CAMPBELL
 OU0391  USGS QUAD   -  TECKLA (1971)
 OU0391
 OU0391                         *CURRENT SURVEY CONTROL
 OU0391  ___________________________________________________________________
 OU0391* NAD 83(1993)-  43 32 06.58885(N)    105 20 08.39286(W)     ADJUSTED  
 OU0391* NAVD 88     -      1509.0    (meters)    4951.     (feet)  VERTCON   
 OU0391  ___________________________________________________________________
 OU0391  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 OU0391  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 OU0391
 OU0391  HORZ ORDER  -  SECOND
 OU0391
 OU0391.The horizontal coordinates were established by classical geodetic methods
 OU0391.and adjusted by the National Geodetic Survey in January 1997..
 OU0391
 OU0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0391
 OU0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0391
 OU0391.The geoid height was determined by GEOID03.
 OU0391
 OU0391;                    North         East     Units Scale Factor Converg.
 OU0391;SPC WY E     -   337,119.514   186,340.789   MT  0.99993979   -0 06 59.1
 OU0391;UTM  13      - 4,820,301.311   472,879.160   MT  0.99960905   -0 13 52.3
 OU0391
 OU0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0391!SPC WY E     -   0.99976580  x   0.99993979  =   0.99970561
 OU0391!UTM  13      -   0.99976580  x   0.99960905  =   0.99937495
 OU0391
 OU0391|---------------------------------------------------------------------|
 OU0391| PID    Reference Object                     Distance      Geod. Az  |
 OU0391|                                                           dddmmss.s |
 OU0391| CQ4195 TECKLA RM 1                          10.108 METERS 00654     |
 OU0391| CQ4196 TECKLA RM 2                          10.028 METERS 11855     |
 OU0391| OU0390 NIEMCKY B 6                           3.680 METERS 20811     |
 OU0391| CQ4194 TECKLA AZ MK                                       3261158.7 |
 OU0391|---------------------------------------------------------------------|
 OU0391
 OU0391                          SUPERSEDED SURVEY CONTROL
 OU0391
 OU0391  NAD 83(1986)-  43 32 06.56794(N)    105 20 08.36910(W) AD(       ) 2
 OU0391  NAD 27      -  43 32 06.67600(N)    105 20 06.42200(W) AD(       ) 2
 OU0391  NGVD 29 (07/19/86) 1508.2    (m)         4948.     (f) VERT ANG       
 OU0391
 OU0391.Superseded values are not recommended for survey control.
 OU0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0391.See file dsdata.txt to determine how the superseded data were derived.
 OU0391
 OU0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ7287920301(NAD 83)
 OU0391_MARKER: DS = TRIANGULATION STATION DISK
 OU0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0391
 OU0391  HISTORY     - Date     Condition        Report By
 OU0391  HISTORY     - 1955     MONUMENTED       CGS
 OU0391  HISTORY     - 1962     GOOD             USFS
 OU0391  HISTORY     - 1966     GOOD             CGS
 OU0391
 OU0391                          STATION DESCRIPTION
 OU0391
 OU0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0391'THE STATION IS ABOUT 12 MILES (AIRLINE) SOUTHEAST OF THE
 OU0391'WYOMING HIGHWAY DEPARTMENT MAINTENANCE YARD, AND ABOUT 4 MILES
 OU0391'EAST OF STATE HIGHWAY 59, IN THE SOUTHWEST QUARTER OF SECTION
 OU0391'12, T. 41 N., R. 71 W.  THE STATION IS ON A PROMINENT PRAIRIE
 OU0391'KNOLL WHICH IS THE HIGHEST GROUND IN THE VICINITY.
 OU0391'
 OU0391'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO EAST ON
 OU0391'EAST THIRD STREET 0.45 MILE TO STATE HIGHWAY 59.  TURN RIGHT, SOUTH,
 OU0391'ON HIGHWAY, GO 36.7 MILES TO THE JUNCTION OF STATE HIGHWAY
 OU0391'387.  CONTINUE ON STATE HIGHWAY 59 7.8 MILES TO A CROSS ROAD.
 OU0391'TURN LEFT, GO EAST AND SOUTH, ON MAIN ROAD, 2.7 MILES TO A SIDE
 OU0391'ROAD ON LEFT.  CONTINUE STRAIGHT AHEAD 0.4 MILE TO A ROAD FORK.
 OU0391'TAKE RIGHT FORK, GO 3.8 MILES TO A SIDE ROAD ON LEFT.  CONTINUE
 OU0391'STRAIGHT AHEAD, SOUTH, 2.5 MILES TO WHERE THE ROAD TURNS
 OU0391'SOUTHEAST, AZIMUTH MARK IS ON THE RIGHT IN FENCE LINE.
 OU0391'CONTINUE SOUTHEAST, 0.8 MILE TO THE WEST SIDE OF KNOLL.  TURN
 OU0391'LEFT, GO ABOUT 0.1 MILE TO HIGHEST PART OF KNOLL AND THE
 OU0391'STATION.
 OU0391'
 OU0391'STATION MARKS ARE STANDARD DISKS, STAMPED TECKLA 1955.  THE
 OU0391'SURFACE STATION MARK DISK IS SET IN A 10 IN BY 10 IN CONCRETE
 OU0391'POST, 9 FEET EAST OF A STANDARD WITNESS POST.  THE MARK PROJECTS
 OU0391'3 INCHES.  THE UNDER GROUND STATION MARK DISK IS SET IN AN
 OU0391'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE STATION MARK.
 OU0391'
 OU0391'REFERENCE MARK 1, A STANDARD DISK SET IN A 10 IN BY 10 IN CONCRETE
 OU0391'POST, AND STAMPED TECKLA NO 1 1955, IS NORTH OF STATION, ABOUT
 OU0391'THE SAME ELEVATION AS STATION.  MARK PROJECTS 3 INCHES ABOVE
 OU0391'GROUND.
 OU0391'
 OU0391'REFERENCE MARK 2, A STANDARD DISK SET IN A 10 IN BY 10 IN
 OU0391'CONCRETE POST, AND STAMPED TECKLA NO 2 1955, IS SOUTHEAST OF
 OU0391'STATION, ABOUT THE SAME ELEVATION AS STATION.  MARK PROJECTS
 OU0391'4 INCHES ABOVE GROUND.
 OU0391'
 OU0391'AZIMUTH MARK, A STANDARD DISK SET IN A 10 IN BY 10 IN CONCRETE
 OU0391'POST, AND STAMPED TECKLA 1955, IS ABOUT 0.6 MILE NORTH-NORTHWEST
 OU0391'OF STATION, 59 FEET WEST OF ROAD, AND 3 FEET WEST OF A STANDARD
 OU0391'WITNESS POST.  MARK PROJECTS 3 INCHES ABOVE GROUND.
 OU0391'
 OU0391'NOTE--A 4 FT. STAND WAS USED.
 OU0391
 OU0391                          STATION RECOVERY (1962)
 OU0391
 OU0391'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0391'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 OU0391
 OU0391                          STATION RECOVERY (1966)
 OU0391
 OU0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 OU0391'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 OU0391'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 OU0391'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 OU0391'
 OU0391'TO REACH THE STATION FROM THE POST OFFICE IN BILL, GO NORTH
 OU0391'ON STATE HIGHWAY 59 FOR 33.1 MILES TO A T-ROAD AND A SIGN BURT
 OU0391'RENO RANCH.  TURN RIGHT AND GO EAST ON THE MAIN ROAD FOR 2.15
 OU0391'MILES TO A CATTLE GUARD AND WHERE THE ROAD TURNS RIGHT, CONTINUE
 OU0391'ON THE MAIN ROAD FOR 0.55 MILE TO A T-ROAD.  TURN LEFT AND GO
 OU0391'EAST ON THE MAIN ROAD FOR 3.7 MILES TO A CATTLE GUARD AND A
 OU0391'T-ROAD LEFT, CONTINUE EAST ON THE MAIN ROAD FOR 0.45 MILE TO A
 OU0391'FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON A DIRT ROAD
 OU0391'FOR 3.65 MILES TO THE WILKINSON RANCH ON THE RIGHT, CONTINUE
 OU0391'SOUTH ON THE DIRT ROAD FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT
 OU0391'FORK AND GO SOUTHERLY, CROSSING OVER A BRIDGE, ON
 OU0391'A DIRT ROAD FOR 2.4 MILES TO THE AZIMUTH MARK ON THE
 OU0391'RIGHT.  CONTINUE SOUTHERLY ON THE DIRT ROAD FOR 0.7 MILE
 OU0391'TO A SMALL KNOLL ON THE LEFT AND THE STATION.
 OU0391'
 OU0391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25.0 MILES
 OU0391'NORTH-NORTHWEST OF BILL, 15.0 MILES SOUTH-SOUTHEAST OF THE JUNCTION
 OU0391'OF STATE HIGHWAY 387 AND STATE HIGHWAY 59 AND 5.0 MILES EAST
 OU0391'OF STATE HIGHWAY 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0421 ***********************************************************************
 NR0421  DESIGNATION -  TEE
 NR0421  PID         -  NR0421
 NR0421  STATE/COUNTY-  WY/NATRONA
 NR0421  USGS QUAD   -  ERVAY BASIN SW (1984)
 NR0421
 NR0421                         *CURRENT SURVEY CONTROL
 NR0421  ___________________________________________________________________
 NR0421* NAD 83(1993)-  42 48 10.51193(N)    107 28 34.88572(W)     ADJUSTED  
 NR0421* NAVD 88     -      2279.8    (meters)    7480.     (feet)  VERTCON   
 NR0421  ___________________________________________________________________
 NR0421  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 NR0421  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 NR0421
 NR0421  HORZ ORDER  -  THIRD
 NR0421
 NR0421.The horizontal coordinates were established by classical geodetic methods
 NR0421.and adjusted by the National Geodetic Survey in January 1997..
 NR0421
 NR0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0421
 NR0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0421
 NR0421.The geoid height was determined by GEOID03.
 NR0421
 NR0421;                    North         East     Units Scale Factor Converg.
 NR0421;SPC WYEC     -   355,771.288   388,301.226   MT  0.99993918   -0 05 49.9
 NR0421;UTM  13      - 4,741,904.089   297,507.375   MT  1.00010447   -1 40 59.5
 NR0421
 NR0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0421!SPC WYEC     -   0.99964454  x   0.99993918  =   0.99958374
 NR0421!UTM  13      -   0.99964454  x   1.00010447  =   0.99974897
 NR0421
 NR0421:                Primary Azimuth Mark                     Grid Az
 NR0421:SPC WYEC     -  CYCLONE                                  045 23 16.9
 NR0421:UTM  13      -  CYCLONE                                  046 58 26.5
 NR0421
 NR0421|---------------------------------------------------------------------|
 NR0421| PID    Reference Object                     Distance      Geod. Az  |
 NR0421|                                                           dddmmss.s |
 NR0421| NR0419 CYCLONE                             APPROX. 8.0 KM 0451727.0 |
 NR0421|---------------------------------------------------------------------|
 NR0421
 NR0421                          SUPERSEDED SURVEY CONTROL
 NR0421
 NR0421  NAD 83(1986)-  42 48 10.50302(N)    107 28 34.88505(W) AD(       ) 3
 NR0421  NAD 27      -  42 48 10.65918(N)    107 28 32.64303(W) AD(       ) 3
 NR0421  NGVD 29 (07/19/86) 2278.7    (m)         7476.     (f) VERT ANG       
 NR0421
 NR0421.Superseded values are not recommended for survey control.
 NR0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0421.See file dsdata.txt to determine how the superseded data were derived.
 NR0421
 NR0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9750741904(NAD 83)
 NR0421_MARKER: DD = SURVEY DISK
 NR0421_SETTING: 0 = UNSPECIFIED SETTING
 NR0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0421
 NR0421  HISTORY     - Date     Condition        Report By
 NR0421  HISTORY     - 1950     MONUMENTED       USGS
 NR0421
 NR0421                          STATION DESCRIPTION
 NR0421
 NR0421'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0421'THE STATION IS LOCATED ABOUT 24.7 MI. S. AND 11.7 MI. E. OF MONETA,
 NR0421'WYOMING, IN SW. 1/4 SEC. 26, T 33 N, R 89 W.
 NR0421'
 NR0421'TO REACH FROM THE MONETA, POST OFFICE, PROCEED E. ON U.S. HIGHWAY
 NR0421'(20-26) FOR 0.4 MI., TURN RIGHT (S.) 1.2 MI. TO RD. FORKS, TURN RIGHT
 NR0421'ON MAIN GRADED RD. TO RD. FORKS AT 21.9 MI., THENCE RIGHT TO
 NR0421'INTERSECTION WITH PIPELINE AT 1.1 MI., THENCE RIGHT ON PIPELINE RD.
 NR0421'TO RD. FORKS JUST PAST DEER CREEK CROSSING 14.5 MI., TURN RIGHT (S.)
 NR0421'OFF PIPELINE RD. AND PROCEED 2.2 MI. TO FORK JUST S. OF SECOND DEER
 NR0421'CREEK CROSSING, THENCE LEFT AND PROCEED 0.5 MI. TO RD. FORKS, TURN
 NR0421'RIGHT (W.) TO RD. FORK 0.1 MI., TURN LEFT 3.9 MI. TO RD. FORK, TURN
 NR0421'RIGHT (W.) FOR 0.4 MI. TO RD. INTERSECTIONS, TURN RIGHT FOR 0.8 MI.
 NR0421'TO EARTH-FILLED DAM, CROSS DAM AND PROCEED 0.4 MI.  STATION LIES TO
 NR0421'LEFT (W.) ABOUT 3,000 FT.
 NR0421'
 NR0421'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING ABOUT
 NR0421'4 IN. ABOVE GROUND, AND STAMPED ---WR TEE 1950 VABM 7476---.
 NR0421'
 NR0421'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0507 ***********************************************************************
 PW0507  DESIGNATION -  TEEPEE
 PW0507  PID         -  PW0507
 PW0507  STATE/COUNTY-  WY/SHERIDAN
 PW0507  USGS QUAD   -  LITTLE GOOSE PEAK (1993)
 PW0507
 PW0507                         *CURRENT SURVEY CONTROL
 PW0507  ___________________________________________________________________
 PW0507* NAD 83(1993)-  44 36 58.41099(N)    107 05 25.26972(W)     ADJUSTED  
 PW0507* NAVD 88     -      2134.71   (+/-2cm)    7003.6    (feet)  VERTCON   
 PW0507  ___________________________________________________________________
 PW0507  LAPLACE CORR-         -27.44  (seconds)                    DEFLEC99
 PW0507  GEOID HEIGHT-         -10.64  (meters)                     GEOID03
 PW0507
 PW0507  HORZ ORDER  -  FIRST
 PW0507  VERT ORDER  -  THIRD ? (See Below)
 PW0507
 PW0507.The horizontal coordinates were established by classical geodetic methods
 PW0507.and adjusted by the National Geodetic Survey in January 1997..
 PW0507
 PW0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0507.The vertical order pertains to the NGVD 29 superseded value.
 PW0507
 PW0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0507
 PW0507.The geoid height was determined by GEOID03.
 PW0507
 PW0507;                    North         East     Units Scale Factor Converg.
 PW0507;SPC WYEC     -   557,247.640   419,284.509   MT  0.99994207   +0 10 14.4
 PW0507;UTM  13      - 4,942,444.690   334,151.589   MT  0.99993826   -1 28 06.6
 PW0507
 PW0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0507!SPC WYEC     -   0.99966707  x   0.99994207  =   0.99960916
 PW0507!UTM  13      -   0.99966707  x   0.99993826  =   0.99960535
 PW0507
 PW0507:                Primary Azimuth Mark                     Grid Az
 PW0507:SPC WYEC     -  TEEPEE AZ MK                             061 57 24.5
 PW0507:UTM  13      -  TEEPEE AZ MK                             063 35 45.5
 PW0507
 PW0507|---------------------------------------------------------------------|
 PW0507| PID    Reference Object                     Distance      Geod. Az  |
 PW0507|                                                           dddmmss.s |
 PW0507| CQ7458 TEEPEE AZ MK                                       0620738.9 |
 PW0507| CQ7460 TEEPEE RM 2                          12.580 METERS 27239     |
 PW0507| CQ7459 TEEPEE RM 1                          19.396 METERS 35525     |
 PW0507|---------------------------------------------------------------------|
 PW0507
 PW0507                          SUPERSEDED SURVEY CONTROL
 PW0507
 PW0507  NAD 83(1986)-  44 36 58.39386(N)    107 05 25.24947(W) AD(       ) 1
 PW0507  NAD 27      -  44 36 58.49620(N)    107 05 23.00540(W) AD(       ) 1
 PW0507  NGVD 29 (07/19/86) 2133.84   (m)         7000.8    (f) LEVELING    3  
 PW0507
 PW0507.Superseded values are not recommended for survey control.
 PW0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0507.See file dsdata.txt to determine how the superseded data were derived.
 PW0507
 PW0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3415242445(NAD 83)
 PW0507_MARKER: DS = TRIANGULATION STATION DISK
 PW0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0507
 PW0507  HISTORY     - Date     Condition        Report By
 PW0507  HISTORY     - 1957     MONUMENTED       CGS
 PW0507  HISTORY     - 1964     GOOD             USGS
 PW0507
 PW0507                          STATION DESCRIPTION
 PW0507
 PW0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0507'STATION IS ABOUT 7 MILES SOUTHWEST OF BIG HORN, ON THE NORTH
 PW0507'EDGE OF A GRADED ROAD LEADING FROM BIG HORN TO THE BIG GOOSE
 PW0507'RANGER STATION, ON A BARE KNOLL AT THE TOP OF A DIVIDE AND
 PW0507'ABOUT 0.35 MILE BEFORE ENTERING BIG HORN NATIONAL FOREST.
 PW0507'
 PW0507'REACHED FROM THE END OF MACADAM ROAD IN BIG HORN, BY GOING
 PW0507'WESTERLY ON GRADED ROAD FOR 0.05 MILE TO SIDE ROAD LEFT,
 PW0507'CONTINUE WESTERLY ON GRADED ROAD FOR 1.1 MILES TO A SIDE
 PW0507'ROAD LEFT AND SIGN BIG GOOSE RANGER STATION 17, TURN LEFT
 PW0507'AND FOLLOW GRADED ROAD SOUTHERLY FOR 2.3 MILES TO A SIDE
 PW0507'ROAD LEFT, CONTINUE SOUTHERLY FOR 0.45 MILE TO A FORK, AND
 PW0507'SIGN BIG GOOSE RANGER STATION 15, TAKE RIGHT FORK, WESTERLY,
 PW0507'FOR 1.8 MILES TO A FORK, TAKE RIGHT FORK, WESTERLY, AND
 PW0507'FOLLOW GRADED ROAD FOR 3.9 MILES TO TOP OF GRADE AND STATION
 PW0507'ON THE RIGHT, JUST AFTER ROAD MAKES A SHARP TURN LEFT.
 PW0507'
 PW0507'STATION MARK IS A STANDARD DISK, STAMPED TEEPEE 1957, SET
 PW0507'IN THE TOP OF A 10-INCH, SQUARE CONCRETE POST PROJECTING 6
 PW0507'INCHES.  IT IS 60 FEET SOUTH OF A TRIANGLE BLAZE ON THE SOUTH
 PW0507'SIDE OF A 10-INCH SPRUCE TREE, AND 29 FEET NORTHWEST OF THE
 PW0507'CENTER OF A GRADED ROAD.  A WHITE POST WAS SET 4 FEET SOUTH
 PW0507'OF THE MARK.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR
 PW0507'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 PW0507'
 PW0507'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TEEPEE NO 1 1957,
 PW0507'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 PW0507'GROUND SURFACE.  IT IS 92 FEET NORTHWEST OF THE CENTER OF
 PW0507'THE ROAD AND 39 FEET EAST OF THE TRIANGLE BLAZE.
 PW0507'
 PW0507'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TEEPEE NO 2
 PW0507'1957, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 PW0507'THE GROUND SURFACE.  IT IS 55 FEET SOUTH-SOUTHWEST OF THE
 PW0507'TRIANGLE BLAZE AND 39 FEET NORTHWEST OF THE CENTER OF THE
 PW0507'ROAD.
 PW0507'
 PW0507'AZIMUTH MARK IS A STANDARD DISK, STAMPED TEEPEE 1957, SET
 PW0507'IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 2 INCHES.
 PW0507'IT IS SET ON THE SLOPE OF STEEP HILL, ABOUT 15 FEET BEFORE
 PW0507'REACHING THE CREST OF THE HILL, 92 FEET NORTHEAST OF A TRIANGLE
 PW0507'BLAZE ON THE NORTH SIDE OF AN 8-INCH, PINE TREE, 126 FEET
 PW0507'NORTH OF THE CENTER OF A GRADED ROAD, 77 FEET NORTH OF THE
 PW0507'SOUTH BANK OF AN IRRIGATION DITCH.  A WHITE POST WAS SET 4
 PW0507'FEET SOUTH-SOUTHEAST OF THE MARK.
 PW0507'
 PW0507'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ON
 PW0507'GRADED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 PW0507'DESCRIBED.
 PW0507
 PW0507                          STATION RECOVERY (1964)
 PW0507
 PW0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PW0507'RECOVERED BY USGS IN 1964.
 PW0507'
 PW0507'STATION MARK--STANDARD USC AND GS DISK STAMPED---TEEPEE 1957---, SET
 PW0507'IN CONCRETE POST PROJECTING 6 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0265 ***********************************************************************
 NS0265  DESIGNATION -  TEL
 NS0265  PID         -  NS0265
 NS0265  STATE/COUNTY-  WY/FREMONT
 NS0265  USGS QUAD   -  WIND RIVER (1975)
 NS0265
 NS0265                         *CURRENT SURVEY CONTROL
 NS0265  ___________________________________________________________________
 NS0265* NAD 83(1993)-  42 56 37.61528(N)    108 59 53.73501(W)     ADJUSTED  
 NS0265* NAVD 88     -      2288.7    (meters)    7509.     (feet)  VERTCON   
 NS0265  ___________________________________________________________________
 NS0265  LAPLACE CORR-         -26.68  (seconds)                    DEFLEC99
 NS0265  GEOID HEIGHT-         -10.18  (meters)                     GEOID03
 NS0265
 NS0265  HORZ ORDER  -  SECOND
 NS0265
 NS0265.The horizontal coordinates were established by classical geodetic methods
 NS0265.and adjusted by the National Geodetic Survey in January 1997..
 NS0265
 NS0265.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0265
 NS0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0265
 NS0265.The geoid height was determined by GEOID03.
 NS0265
 NS0265;                    North         East     Units Scale Factor Converg.
 NS0265;SPC WYWC     -   271,438.695   579,739.478   MT  0.99994255   -0 10 08.9
 NS0265;UTM  12      - 4,756,515.866   663,309.661   MT  0.99992811   +1 21 50.6
 NS0265
 NS0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0265!SPC WYWC     -   0.99964279  x   0.99994255  =   0.99958536
 NS0265!UTM  12      -   0.99964279  x   0.99992811  =   0.99957093
 NS0265
 NS0265:                Primary Azimuth Mark                     Grid Az
 NS0265:SPC WYWC     -  TEL AZ MK                                101 45 43.0
 NS0265:UTM  12      -  TEL AZ MK                                100 13 43.5
 NS0265
 NS0265|---------------------------------------------------------------------|
 NS0265| PID    Reference Object                     Distance      Geod. Az  |
 NS0265|                                                           dddmmss.s |
 NS0265| CP5907 TEL AZ MK                                          1013534.1 |
 NS0265| CP5908 TEL RM 1                              4.953 METERS 11128     |
 NS0265| CP5909 TEL RM 2                             10.160 METERS 35525     |
 NS0265|---------------------------------------------------------------------|
 NS0265
 NS0265                          SUPERSEDED SURVEY CONTROL
 NS0265
 NS0265  NAD 83(1986)-  42 56 37.59793(N)    108 59 53.73752(W) AD(       ) 2
 NS0265  NAD 27      -  42 56 37.76000(N)    108 59 51.28200(W) AD(       ) 2
 NS0265  NGVD 29 (11/06/89) 2287.6    (m)         7505.     (f) VERT ANG       
 NS0265
 NS0265.Superseded values are not recommended for survey control.
 NS0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0265.See file dsdata.txt to determine how the superseded data were derived.
 NS0265
 NS0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6331056516(NAD 83)
 NS0265_MARKER: DS = TRIANGULATION STATION DISK
 NS0265_SETTING: 66 = SET IN ROCK OUTCROP
 NS0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0265
 NS0265  HISTORY     - Date     Condition        Report By
 NS0265  HISTORY     - 1936     MONUMENTED       CGS
 NS0265  HISTORY     - 1950     GOOD             USGS
 NS0265
 NS0265                          STATION DESCRIPTION
 NS0265
 NS0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0265'ABOUT 15 MILES NORTHWEST OF LANDER, ABOUT 7 MILES SOUTHWEST
 NS0265'OF FORT WASHAKIE, ON EAST SIDE OF CONTINENTAL DIVIDE, IN
 NS0265'HIGH FOOTHILLS OF WIND RIVER MOUNTAINS, ON SUMMIT OF SHARP
 NS0265'KNOLL WHICH IS PARTLY ENCIRCLED BY CURVE IN ROAD FROM VILLAGE
 NS0265'OF WIND RIVER TO MOSQUITO PARK, ABOUT 75 YARDS SOUTH OF ROAD AT
 NS0265'CLOSEST POINT, AND IN VICINITY OF U.S. GEOLOGICAL SURVEY BENCH
 NS0265'MARK (EL. 7,467.4).  TO REACH FROM INDIAN AGENCY IN FORT
 NS0265'WASHAKIE, FOLLOW STATE HIGHWAY 287 SOUTH 1.15 MILES TO
 NS0265'INTERSECTION WITH ETHETE-WIND RIVER ROAD.  TURN RIGHT
 NS0265'(SOUTHWEST) ONTO THIS ROAD AND GO 0.6 MILE TO VILLAGE OF WIND
 NS0265'RIVER.  JOG RIGHT AND CONTINUE SOUTHWEST ON MAIN GRAVEL ROAD
 NS0265'2.7 MILES TO FORK, TAKE LEFT FORK, AND CONTINUE ON GRAVEL
 NS0265'ROAD 1.7 MILES TO FORKS AT END OF GRAVEL.  TAKE RIGHT FORK
 NS0265'AND GO 1.1 MILES TO CATTLE GUARD.  CONTINUE ON WINDING ROAD
 NS0265'UP HILL 3.7 MILES TO SMALL KNOLL ON LEFT AND STATION ON
 NS0265'TOP.  MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.
 NS0265'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN OUTCROPPING
 NS0265'BEDROCK.  NO. 1 IS 4.953 METERS (16.25 FEET)
 NS0265'EAST OF STATION S 68 DEG 32 MIN E, AND NO. 2 IS 10.160
 NS0265'METERS (33.33 FEET) NORTH N 04 DEG 35 MIN W.
 NS0265'AZIMUTH MARK IS IN ROCK OUTCROP ABOUT 50 YARDS NORTH OF
 NS0265'HIGHWAY, AND APPROXIMATELY 0.4 MILE EAST OF STATION
 NS0265'S 78 DEG 24 MIN E.
 NS0265
 NS0265                          STATION RECOVERY (1950)
 NS0265
 NS0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NS0265'STATION MARK--STANDARD DISK IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0428 ***********************************************************************
 OU0428  DESIGNATION -  TEMP
 OU0428  PID         -  OU0428
 OU0428  STATE/COUNTY-  WY/CONVERSE
 OU0428  USGS QUAD   -  COAL HILL (1984)
 OU0428
 OU0428                         *CURRENT SURVEY CONTROL
 OU0428  ___________________________________________________________________
 OU0428* NAD 83(1993)-  43 00 16.16042(N)    105 51 38.20274(W)     ADJUSTED  
 OU0428* NAVD 88     -      1727.     (meters)    5666.     (feet)  VERTCON   
 OU0428  ___________________________________________________________________
 OU0428  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 OU0428  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OU0428
 OU0428  HORZ ORDER  -  THIRD
 OU0428
 OU0428.The horizontal coordinates were established by classical geodetic methods
 OU0428.and adjusted by the National Geodetic Survey in January 1997..
 OU0428
 OU0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0428
 OU0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0428
 OU0428.The geoid height was determined by GEOID03.
 OU0428
 OU0428;                    North         East     Units Scale Factor Converg.
 OU0428;SPC WY E     -   278,386.137   143,422.593   MT  0.99997686   -0 28 24.0
 OU0428;UTM  13      - 4,761,672.604   429,857.863   MT  0.99966052   -0 35 13.2
 OU0428
 OU0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0428!SPC WY E     -   0.99973147  x   0.99997686  =   0.99970834
 OU0428!UTM  13      -   0.99973147  x   0.99966052  =   0.99939208
 OU0428
 OU0428                          SUPERSEDED SURVEY CONTROL
 OU0428
 OU0428  NAD 83(1986)-  43 00 16.14206(N)    105 51 38.18396(W) AD(       ) 3
 OU0428  NAD 27      -  43 00 16.26121(N)    105 51 36.17112(W) AD(       ) 3
 OU0428  NGVD 29 (07/19/86) 1726.     (m)         5663.     (f) VERT ANG       
 OU0428
 OU0428.Superseded values are not recommended for survey control.
 OU0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0428.See file dsdata.txt to determine how the superseded data were derived.
 OU0428
 OU0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2985861673(NAD 83)
 OU0428_MARKER: DD = SURVEY DISK
 OU0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0428_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OU0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0428+STABILITY: SURFACE MOTION
 OU0428
 OU0428  HISTORY     - Date     Condition        Report By
 OU0428  HISTORY     - 1947     MONUMENTED       USGS
 OU0428
 OU0428                          STATION DESCRIPTION
 OU0428
 OU0428'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 OU0428'LOCATED ON A HIGH SHALE KNOLL NEAR S. END OF A N-S. RIDGE BETWEEN NW.
 OU0428'AND NE. FORKS OF SAND CREEK, ABOUT ONE AND ONE HALF MI. N. OF RD.
 OU0428'CROSSING SAND CREEK, OVERLOOKING VALLEYS NW., NE. AND S.
 OU0428'
 OU0428'TO REACH FROM GLENROCK, FROM THIRD AND MAIN STREETS, GO N. ON THIRD
 OU0428'ST. FOR 0.95 MI. CROSSING NORTH PLATTE RIVER TO END OF RD. N. AT E-W.
 OU0428'RD., ABOUT 50 FT. N. OF UNDERPASS (CHICAGO, BURLINGTON AND QUINCY
 OU0428'RAILROAD).  TURN E. AND GO 2.50 MI. IN A NORTHEASTERLY DIRECTION UP
 OU0428'HILL PAST GLENROCK CITY DUMP TO Y-RD. N. TO BADGER COAL MINE, TAKE
 OU0428'LEFT FORK (N.) FOR 7.50 MI. TO RD. CROSSING SAND CREEK, CONTINUE ON
 OU0428'MAIN RD. FOR ANOTHER 0.90 MI. TO DIM RD. FORK NW., AT THIS POINT
 OU0428'LEAVE MAIN RD. AND FOLLOW DIM RD. 0.30 MI. TO TOP OF RIDGE, THENCE
 OU0428'ALONG TOP OF RIDGE W. AND NW. FOR 0.80 MI. TO BENCH ON W. SIDE OF
 OU0428'KNOLL.  STATION ABOUT 100 FT. E. AND 40 FT. IN ELEVATION FROM END OF
 OU0428'TRAVEL, HIGHEST POINT IN VICINITY.
 OU0428'
 OU0428'STATION MARK--STANDARD TABLET STAMPED ---TEMP 1947--- SET IN 8 IN.
 OU0428'BY 8 IN. BY 4 FT. CONCRETE POST.
 OU0428'
 OU0428'REFERENCE MARK NO. 1--A ONE AND ONE QUARTER INCH PIPE EXTENDING 8 IN.
 OU0428'ABOVE GROUND 11.30 FT. FROM STATION MARK (NE. OF STATION MARK).
 OU0428'
 OU0428'REFERENCE MARK NO. 2--A ONE AND ONE QUARTER INCH PIPE EXTENDING 8 IN.
 OU0428'ABOVE GROUND 17.80 FT. NE. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0517 ***********************************************************************
 PX0517  DESIGNATION -  TEN
 PX0517  PID         -  PX0517
 PX0517  STATE/COUNTY-  WY/WASHAKIE
 PX0517  USGS QUAD   -  SCHUSTER FLATS NE (1951)
 PX0517
 PX0517                         *CURRENT SURVEY CONTROL
 PX0517  ___________________________________________________________________
 PX0517* NAD 83(1993)-  44 08 00.32077(N)    108 02 08.81548(W)     ADJUSTED  
 PX0517* NAVD 88     -      1375.6    (meters)    4513.     (feet)  VERTCON   
 PX0517  ___________________________________________________________________
 PX0517  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 PX0517  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 PX0517
 PX0517  HORZ ORDER  -  THIRD
 PX0517
 PX0517.The horizontal coordinates were established by classical geodetic methods
 PX0517.and adjusted by the National Geodetic Survey in January 1997..
 PX0517
 PX0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0517
 PX0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0517
 PX0517.The geoid height was determined by GEOID03.
 PX0517
 PX0517;                    North         East     Units Scale Factor Converg.
 PX0517;SPC WYEC     -   503,813.377   343,789.139   MT  0.99997635   -0 29 20.9
 PX0517;UTM  12      - 4,890,965.084   737,123.665   MT  1.00029159   +2 03 54.1
 PX0517;UTM  13      - 4,891,174.007   257,151.370   MT  1.00032539   -2 06 53.8
 PX0517
 PX0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0517!SPC WYEC     -   0.99978642  x   0.99997635  =   0.99976277
 PX0517!UTM  12      -   0.99978642  x   1.00029159  =   1.00007795
 PX0517!UTM  13      -   0.99978642  x   1.00032539  =   1.00011174
 PX0517
 PX0517:                Primary Azimuth Mark                     Grid Az
 PX0517:SPC WYEC     -  MANNING                                  179 54 15.3
 PX0517:UTM  12      -  MANNING                                  177 21 00.3
 PX0517:UTM  13      -  MANNING                                  181 31 48.2
 PX0517
 PX0517|---------------------------------------------------------------------|
 PX0517| PID    Reference Object                     Distance      Geod. Az  |
 PX0517|                                                           dddmmss.s |
 PX0517| PX0511 MANNING                             APPROX. 6.3 KM 1792454.4 |
 PX0517|---------------------------------------------------------------------|
 PX0517
 PX0517                          SUPERSEDED SURVEY CONTROL
 PX0517
 PX0517  NAD 83(1986)-  44 08 00.31151(N)    108 02 08.81324(W) AD(       ) 3
 PX0517  NGVD 29 (11/06/89) 1374.8    (m)         4510.     (f) VERT ANG       
 PX0517
 PX0517.Superseded values are not recommended for survey control.
 PX0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0517.See file dsdata.txt to determine how the superseded data were derived.
 PX0517
 PX0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP3712490965(NAD 83)
 PX0517_MARKER: DS = TRIANGULATION STATION DISK
 PX0517_SETTING: 0 = UNSPECIFIED SETTING
 PX0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0517+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 PX0517
 PX0517  HISTORY     - Date     Condition        Report By
 PX0517  HISTORY     - 1948     MONUMENTED       USGS
 PX0517  HISTORY     - 20050914 GOOD             INDIV
 PX0517
 PX0517                          STATION DESCRIPTION
 PX0517
 PX0517'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0517'STATION LOCATED ABOUT 9.0 MI. NNW. OF WORLAND, ABOUT 2.0 MI. N. OF
 PX0517'TENMILE CREEK, ON W. EDGE OF RIDGE AND E. OF SMALL HILL OF SAME
 PX0517'HEIGHT.
 PX0517'
 PX0517'TO REACH FROM WORLAND POST OFFICE, GO S. ON U.S. HIGHWAY 20 1.0 MI. TO
 PX0517'SIDE RD. AT CURVE, TURN RIGHT AND GO N. ON MACADAM ROAD 6.3 MI. TO
 PX0517'SIDE RD., TURN LEFT AND GO W. 4.0 MI. TO RD. FORK, TAKE RIGHT FORK AND
 PX0517'GO 1.4 MI., THEN TURN LEFT OFF RD. AND GO W. 0.4 MI. TO TOP OF HILL
 PX0517'AND STATION.  (JEEP MILEAGE)
 PX0517'
 PX0517'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 PX0517'---TEN 1948 4511---.
 PX0517'
 PX0517'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN CONCRETE
 PX0517'MONUMENT, 38.70 FT. FROM STATION MARK N 31 DEGREESS 50
 PX0517'MINUTES, NE, STAMPED---TEN NO. 1 1948---.
 PX0517'
 PX0517'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN CONCRETE
 PX0517'MONUMENT, 45.10 FT. FROM STATION MARK N 62 DEGREES 25 MINUTES, SE
 PX0517'STAMPED---TEN NO. 2 1948---.
 PX0517
 PX0517                          STATION RECOVERY (2005)
 PX0517
 PX0517'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (PO)
 PX0517'RECOVERED AS DESCRIBED,DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0523 ***********************************************************************
 PW0523  DESIGNATION -  TEN SLEEP
 PW0523  PID         -  PW0523
 PW0523  STATE/COUNTY-  WY/JOHNSON
 PW0523  USGS QUAD   -  LAKE ANGELINE (1993)
 PW0523
 PW0523                         *CURRENT SURVEY CONTROL
 PW0523  ___________________________________________________________________
 PW0523* NAD 83(1993)-  44 15 15.61712(N)    107 06 25.82494(W)     ADJUSTED  
 PW0523* NAVD 88     -      3757.4    (meters)   12327.     (feet)  VERTCON   
 PW0523  ___________________________________________________________________
 PW0523  LAPLACE CORR-         -12.39  (seconds)                    DEFLEC99
 PW0523  GEOID HEIGHT-          -8.45  (meters)                     GEOID03
 PW0523
 PW0523  HORZ ORDER  -  THIRD
 PW0523
 PW0523.The horizontal coordinates were established by classical geodetic methods
 PW0523.and adjusted by the National Geodetic Survey in January 1997..
 PW0523
 PW0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0523
 PW0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0523
 PW0523.The geoid height was determined by GEOID03.
 PW0523
 PW0523;                    North         East     Units Scale Factor Converg.
 PW0523;SPC WYEC     -   517,033.135   418,060.616   MT  0.99994151   +0 09 28.2
 PW0523;UTM  13      - 4,902,281.379   331,781.544   MT  0.99994802   -1 28 15.0
 PW0523
 PW0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0523!SPC WYEC     -   0.99941251  x   0.99994151  =   0.99935406
 PW0523!UTM  13      -   0.99941251  x   0.99994802  =   0.99936056
 PW0523
 PW0523:                Primary Azimuth Mark                     Grid Az
 PW0523:SPC WYEC     -  BROKEN BACK                              244 20 56.4
 PW0523:UTM  13      -  BROKEN BACK                              245 58 39.6
 PW0523
 PW0523|---------------------------------------------------------------------|
 PW0523| PID    Reference Object                     Distance      Geod. Az  |
 PW0523|                                                           dddmmss.s |
 PW0523| PW0527 BROKEN BACK                         APPROX.13.8 KM 2443024.6 |
 PW0523|---------------------------------------------------------------------|
 PW0523
 PW0523                          SUPERSEDED SURVEY CONTROL
 PW0523
 PW0523  NAD 83(1986)-  44 15 15.60049(N)    107 06 25.81304(W) AD(       ) 3
 PW0523  NAD 27      -  44 15 15.72827(N)    107 06 23.58591(W) AD(       ) 3
 PW0523  NGVD 29 (07/19/86) 3756.2    (m)        12323.     (f) VERT ANG       
 PW0523
 PW0523.Superseded values are not recommended for survey control.
 PW0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0523.See file dsdata.txt to determine how the superseded data were derived.
 PW0523
 PW0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK3178202281(NAD 83)
 PW0523_MARKER: Z = SEE DESCRIPTION
 PW0523_SETTING: 0 = UNSPECIFIED SETTING
 PW0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0523
 PW0523  HISTORY     - Date     Condition        Report By
 PW0523  HISTORY     - 1897     MONUMENTED       USGS
 PW0523
 PW0523                          STATION DESCRIPTION
 PW0523
 PW0523'DESCRIBED BY US GEOLOGICAL SURVEY 1897
 PW0523'ON HIGHEST KNOB NEAR S. END OF ROCKY MOUNTAIN FORMED BY TWO FORKS OF
 PW0523'TEN SLEEP CREEK.  THE MOUNTAIN IS ABOUT 4 MI. N. AND S. WITH LOW
 PW0523'PASSES ON BOTH SIDES.  THE BUFFALO TOWN - TEN SLEEP LAKE TRAIL RUNS
 PW0523'THROUGH THE NORTH PASS.  TEN SLEEP LAKE IS ABOUT 10 MI. W.  EASIEST
 PW0523'APPROACH FROM S.
 PW0523'
 PW0523'STATION MARK--U/S G/S CHISELED IN A VERY LARGE BOULDER.  A 6 FT.
 PW0523'CAIRN IS CENTERED OVER MARK.
 PW0523'
 PW0523'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0560 ***********************************************************************
 NQ0560  DESIGNATION -  TEPEE
 NQ0560  PID         -  NQ0560
 NQ0560  STATE/COUNTY-  WY/CONVERSE
 NQ0560  USGS QUAD   -  IRVINE (1949)
 NQ0560
 NQ0560                         *CURRENT SURVEY CONTROL
 NQ0560  ___________________________________________________________________
 NQ0560* NAD 83(1993)-  42 43 09.23009(N)    105 17 29.20302(W)     ADJUSTED  
 NQ0560* NAVD 88     -      1619.8    (meters)    5314.     (feet)  VERTCON   
 NQ0560  ___________________________________________________________________
 NQ0560  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 NQ0560  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0560
 NQ0560  HORZ ORDER  -  SECOND
 NQ0560
 NQ0560.The horizontal coordinates were established by classical geodetic methods
 NQ0560.and adjusted by the National Geodetic Survey in January 1997..
 NQ0560
 NQ0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0560
 NQ0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0560
 NQ0560.The geoid height was determined by GEOID03.
 NQ0560
 NQ0560;                    North         East     Units Scale Factor Converg.
 NQ0560;SPC WY E     -   246,472.602   189,779.865   MT  0.99993878   -0 05 04.7
 NQ0560;UTM  13      - 4,729,677.771   476,136.891   MT  0.99960701   -0 11 51.8
 NQ0560
 NQ0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0560!SPC WY E     -   0.99974828  x   0.99993878  =   0.99968707
 NQ0560!UTM  13      -   0.99974828  x   0.99960701  =   0.99935538
 NQ0560
 NQ0560|---------------------------------------------------------------------|
 NQ0560| PID    Reference Object                     Distance      Geod. Az  |
 NQ0560|                                                           dddmmss.s |
 NQ0560| CQ4201 TEPEE RM 2                           13.268 METERS 04209     |
 NQ0560| CQ4199 TEPEE AZ MK                                        1203513.8 |
 NQ0560| CQ4202 TEPEE RM 3                            8.636 METERS 21809     |
 NQ0560| NQ0563 CHEYENNE GRT FALLS AWY BN 11A       APPROX. 1.9 KM 2661156.1 |
 NQ0560| CQ4200 TEPEE RM 1                           19.075 METERS 31012     |
 NQ0560|---------------------------------------------------------------------|
 NQ0560
 NQ0560                          SUPERSEDED SURVEY CONTROL
 NQ0560
 NQ0560  NAD 83(1986)-  42 43 09.20920(N)    105 17 29.19090(W) AD(       ) 2
 NQ0560  NAD 27      -  42 43 09.32500(N)    105 17 27.25800(W) AD(       ) 2
 NQ0560  NGVD 29 (07/19/86) 1618.9    (m)         5311.     (f) VERT ANG       
 NQ0560
 NQ0560.Superseded values are not recommended for survey control.
 NQ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0560.See file dsdata.txt to determine how the superseded data were derived.
 NQ0560
 NQ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7613729678(NAD 83)
 NQ0560_MARKER: DD = SURVEY DISK
 NQ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0560
 NQ0560  HISTORY     - Date     Condition        Report By
 NQ0560  HISTORY     - 1948     MONUMENTED       USGS
 NQ0560  HISTORY     - 1960     GOOD             CGS
 NQ0560  HISTORY     - 1969     GOOD             USAF
 NQ0560  HISTORY     - 1977     GOOD             NGS
 NQ0560
 NQ0560                          STATION DESCRIPTION
 NQ0560
 NQ0560'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0560'STATION IS LOCATED IN T 32 N., R 71 W., ON A HIGH, GRASSY MESA
 NQ0560'WITH A LONE TREE ON WESTERN SIDE NEAR THE TOP, ABOUT 6 MILES
 NQ0560'AIRLINE EAST OF DOUGLAS, ABOUT 200 YARDS NORTH OF U.S. HIGHWAYS
 NQ0560'87 AND 20, 6 FEET SOUTHWEST OF A WHITE WITNESS POST.  STATION MARK
 NQ0560'IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN AN 8 INCH SQUARE
 NQ0560'CONCRETE POST, PROJECTS 4 INCHES, AND STAMPED, TEPEE 1947.
 NQ0560'
 NQ0560'REFERENCE MARK NO. 1 IS A U.S.G.S. REFERENCE MARK SET IN AN
 NQ0560'8 INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES, APPROXIMATELY
 NQ0560'THE SAME ELEVATION AS STATION, AND STAMPED, TEPEE REF NO 1 1947.
 NQ0560'
 NQ0560'REFERENCE MARK NO. 2 IS A U.S.G.S. REFERENCE MARK SET IN A
 NQ0560'6 INCH SQUARE CONCRETE POST, PROJECTS 4 INCHES, APPROXIMATELY
 NQ0560'THE SAME ELEVATION AS STATION, AND STAMPED, TEPEE REF NO 2
 NQ0560'1947.
 NQ0560'
 NQ0560'REFERENCE MARK NO. 3 IS APPROXIMATELY 6 INCHES LOWER THAN STATION,
 NQ0560'PROJECTS 4 INCHES, AND STAMPED TEPEE NO 3 1948.
 NQ0560'
 NQ0560'AZIMUTH MARK IS LOCATED 22 PACES WEST OF A TRACK ROAD, 20 PACES
 NQ0560'NORTH OF U.S. HIGHWAY 87 AND 20, 8 PACES NORTH OF FENCE LINE,
 NQ0560'4 FEET WEST-NORTHWEST OF A WHITE WITNESS POST, PROJECTS 2
 NQ0560'INCHES, AND STAMPED, TEPEE 1948.
 NQ0560'
 NQ0560'TO REACH FROM POST OFFICE IN DOUGLAS, GO 1 BLOCK SOUTH TO U.S.
 NQ0560'HIGHWAY 87 AND 20.  TURN LEFT ON HIGHWAY AND FOLLOW HIGHWAY EAST
 NQ0560'AND SOUTH FOR 5.7 MILES TO A GATE ON LEFT.  (TO REACH AZIMUTH
 NQ0560'MARK FROM THIS POINT, CONTINUE ON HIGHWAY FOR 1.0 MILE TO ANOTHER
 NQ0560'GATE ON LEFT AND AZIMUTH MARK AS DESCRIBED ABOVE).  TO CONTINUE
 NQ0560'TO STATION FROM FIRST GATE, PASS THROUGH GATE AND FOLLOW TRACK
 NQ0560'ROAD FOR 0.5 MILE TO TOP OF RIDGE.  TURN RIGHT AND FOLLOW ALONG
 NQ0560'RIDGE FOR 0.2 MILE TO STATION AS DESCRIBED ABOVE.  A DRIVE
 NQ0560'STATION.
 NQ0560
 NQ0560                          STATION RECOVERY (1960)
 NQ0560
 NQ0560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 NQ0560'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 NQ0560'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 NQ0560
 NQ0560                          STATION RECOVERY (1969)
 NQ0560
 NQ0560'RECOVERY NOTE BY US AIR FORCE 1969
 NQ0560'STATION, ALL THREE REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 NQ0560'RECOVERED AS DESCRIBED.  THE ROUTE DESCRIPTION WAS ADEQUATE.
 NQ0560
 NQ0560                          STATION RECOVERY (1977)
 NQ0560
 NQ0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NQ0560'STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE
 NQ0560'RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 WAS
 NQ0560'NOT FOUND.  A MICROWAVE TOWER HAS BEEN ERECTED ON THE SAME HILL AS
 NQ0560'STATION AND THE MARK WAS PROBABLY DESTROYED DURING CONSTRUCTION OF
 NQ0560'THE TOWER AS IT WOULD HAVE BEEN IN WAY OF MACHINERY MOVING TO
 NQ0560'CONSTRUCTION SITE.
 NQ0560'
 NQ0560'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 87, 20 AND
 NQ0560'STATE HIGHWAY 59 (4TH-CENTER STREETS INTERSECTION) IN DOUGLAS.  GO
 NQ0560'EAST ON HIGHWAYS 87 AND 20 FOR 2.9 MILES TO A CATTLE GUARD ON LEFT.
 NQ0560'(THIS IS ABOUT 0.05 MILE EAST OF A LARGE SKELLY TRUCK STOP ON
 NQ0560'LEFT) TURN LEFT, CROSS GUARD AND CONTINUE EAST AND SOUTH ON OLD
 NQ0560'U.S.  HIGHWAYS 87 AND 20 FOR 2.85 MILES TO A GRADED ROAD ON
 NQ0560'LEFT.  TURN LEFT AND FOLLOW THE GRADED ROAD EAST AND SOUTHEAST
 NQ0560'FOR 0.3 MILE TO TOP OF HILL.  CONTINUE SOUTHEAST ALONG TOP OF
 NQ0560'HILL FOR 0.2 MILE TO A POINT WHERE ROAD TURNS LEFT AND STATION.
 NQ0560'
 NQ0560'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF THE HIGHWAY AND GRADED
 NQ0560'ROAD RIGHT MENTIONED ABOVE.  GO SOUTHERLY ON THE HIGHWAY FOR 1.05
 NQ0560'MILE TO A ROAD LEFT AND THE MARK ON LEFT, AS DESCRIBED IN THE
 NQ0560'1948 DESCRIPTION.
 NQ0560'
 NQ0560'THE FENCELINE AND GATES ARE NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1281 ***********************************************************************
 PY1281  CBN         -  This is a Cooperative Base Network Control Station.
 PY1281  DESIGNATION -  TERN LAKE
 PY1281  PID         -  PY1281
 PY1281  STATE/COUNTY-  WY/PARK
 PY1281  USGS QUAD   -  WHITE LAKE (1986)
 PY1281
 PY1281                         *CURRENT SURVEY CONTROL
 PY1281  ___________________________________________________________________
 PY1281* NAD 83(1993)-  44 40 05.13804(N)    110 15 35.30837(W)     ADJUSTED  
 PY1281* NAVD 88     -      2517.3    (meters)    8259.     (feet)  GPS OBS   
 PY1281  ___________________________________________________________________
 PY1281  X           -  -1,573,963.786 (meters)                     COMP
 PY1281  Y           -  -4,264,167.511 (meters)                     COMP
 PY1281  Z           -   4,462,955.869 (meters)                     COMP
 PY1281  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 PY1281  ELLIP HEIGHT-        2509.18  (meters)          (09/07/01) GPS OBS
 PY1281  GEOID HEIGHT-          -8.33  (meters)                     GEOID03
 PY1281
 PY1281  HORZ ORDER  -  B
 PY1281  ELLP ORDER  -  FOURTH    CLASS I
 PY1281
 PY1281.The horizontal coordinates were established by GPS observations
 PY1281.and adjusted by the National Geodetic Survey in May 1992..
 PY1281
 PY1281.The orthometric height was determined by GPS observations and a
 PY1281.high-resolution geoid model.
 PY1281
 PY1281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1281
 PY1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1281
 PY1281.The ellipsoidal height was determined by GPS observations
 PY1281.and is referenced to NAD 83.
 PY1281
 PY1281.The geoid height was determined by GEOID03.
 PY1281
 PY1281;                    North         East     Units Scale Factor Converg.
 PY1281;SPC WYWC     -   464,091.489   480,278.456   MT  1.00011370   -1 03 41.5
 PY1281;UTM  12      - 4,946,347.360   558,674.307   MT  0.99964233   +0 31 13.3
 PY1281
 PY1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1281!SPC WYWC     -   0.99960673  x   1.00011370  =   0.99972039
 PY1281!UTM  12      -   0.99960673  x   0.99964233  =   0.99924920
 PY1281
 PY1281                          SUPERSEDED SURVEY CONTROL
 PY1281
 PY1281  ELLIP H (05/15/92) 2509.27   (m)                       GP(       ) 4 2
 PY1281  NAD 83(1993)-  44 40 05.12905(N)    110 15 35.29141(W) AD(       ) 1
 PY1281  NGVD 29 (04/22/91) 2516.1    (m)         8255.     (f) GPS OBS        
 PY1281
 PY1281.Superseded values are not recommended for survey control.
 PY1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1281.See file dsdata.txt to determine how the superseded data were derived.
 PY1281
 PY1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ5867446347(NAD 83)
 PY1281_MARKER: DH = HORIZONTAL CONTROL DISK
 PY1281_SETTING: 66 = SET IN ROCK OUTCROP
 PY1281_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PY1281_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1281+STABILITY: POSITION/ELEVATION WELL
 PY1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1281+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1281
 PY1281  HISTORY     - Date     Condition        Report By
 PY1281  HISTORY     - 1987     MONUMENTED       NGS
 PY1281
 PY1281                          STATION DESCRIPTION
 PY1281
 PY1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1281'THE STATION IS LOCATED IN THE EAST CENTRAL SECTION OF YELLOWSTONE
 PY1281'NATIONAL PARK, 5.5 KM (3.4 MI) SOUTH OF WAPITI LAKE, 1.3 KM (0.8 MI)
 PY1281'SOUTHEAST OF AN OUTLET FROM TERN LAKE AND
 PY1281'100 METERS (328 FT) NORTHEAST OF LOWER TERN LAKE.
 PY1281'OWNERSHIP--NATIONAL PARK SERVICE.
 PY1281'
 PY1281'THE STATION WAS REACHED BY HELICOPTER FROM THE OTTER CREEK SERVICE
 PY1281'ROAD BY FLYING EAST-SOUTHEAST FOR ABOUT 19.3 KM (12 MI) TO THE
 PY1281'NORTHEAST OUTLET OF LOWER TERN LAKE, EAST OF BROAD CREEK, AND A CUT
 PY1281'IN A SMALL BLUFF LEADING EASTERLY TO THE STATION, IN ROCK OUTCROP,
 PY1281'JUST BEFORE A DOTTED TREE LINE.
 PY1281'
 PY1281'THE STATION IS A STANDARD NGS DISK
 PY1281'SCRATCHED---TERN 1987---,
 PY1281'SET INTO A DRILL HOLE IN THE TOP OF ROCK OUTCROP OF 10.8 METERS
 PY1281'LARGEST DIMENSION.  LOCATED
 PY1281'28.0 METERS (91.7 FT) NORTH FROM THE NORTH EDGE OF A ROCK OUTCROP,
 PY1281'16.4 METERS (53.8 FT) WEST-NORTHWEST FROM A 40-CM TREE STUMP THAT
 PY1281'IS 60 CM TALL,
 PY1281'9.2 METERS (30.2 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER OF
 PY1281'AN INTERMITTENT STREAM,
 PY1281'9.1 METERS (29.9 FT) NORTH FROM THE APPROXIMATE CENTER OF AN
 PY1281'INTERMITTENT STREAM AND
 PY1281'2.8 METERS (9.2 FT) NORTH FROM THE SOUTHERNMOST EDGE OF ROCK
 PY1281'OUTCROP.
 PY1281'
 PY1281'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY1281'
 PY1281'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1281'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1281'
 PY1281'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1281'
 PY1281'DESCRIBED BY D.L. SPRANGERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0760 ***********************************************************************
 OX0760  DESIGNATION -  TERRACE ET
 OX0760  PID         -  OX0760
 OX0760  STATE/COUNTY-  WY/TETON
 OX0760  USGS QUAD   -  ANGLE MOUNTAIN (1996)
 OX0760
 OX0760                         *CURRENT SURVEY CONTROL
 OX0760  ___________________________________________________________________
 OX0760* NAD 83(1993)-  43 52 29.34678(N)    110 08 40.87084(W)     ADJUSTED  
 OX0760* NAVD 88     -      3128.0    (meters)   10262.     (feet)  VERTCON   
 OX0760  ___________________________________________________________________
 OX0760  LAPLACE CORR-           6.79  (seconds)                    DEFLEC99
 OX0760  GEOID HEIGHT-          -7.92  (meters)                     GEOID03
 OX0760
 OX0760  HORZ ORDER  -  THIRD
 OX0760
 OX0760.The horizontal coordinates were established by classical geodetic methods
 OX0760.and adjusted by the National Geodetic Survey in January 1997..
 OX0760
 OX0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0760
 OX0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0760
 OX0760.The geoid height was determined by GEOID03.
 OX0760
 OX0760;                    North         East     Units Scale Factor Converg.
 OX0760;SPC WY W     -   474,842.981   795,069.082   MT  0.99993780   -0 02 33.1
 OX0760;UTM  12      - 4,858,324.872   568,718.131   MT  0.99965808   +0 35 34.2
 OX0760
 OX0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0760!SPC WY W     -   0.99951098  x   0.99993780  =   0.99944881
 OX0760!UTM  12      -   0.99951098  x   0.99965808  =   0.99916923
 OX0760
 OX0760:                Primary Azimuth Mark                     Grid Az
 OX0760:SPC WY W     -  JAY ET                                   043 03 30.0
 OX0760:UTM  12      -  JAY ET                                   042 25 22.7
 OX0760
 OX0760|---------------------------------------------------------------------|
 OX0760| PID    Reference Object                     Distance      Geod. Az  |
 OX0760|                                                           dddmmss.s |
 OX0760| OX0758 JAY ET                              APPROX.14.8 KM 0430056.9 |
 OX0760|---------------------------------------------------------------------|
 OX0760
 OX0760                          SUPERSEDED SURVEY CONTROL
 OX0760
 OX0760  NAD 83(1993)-  43 52 29.33923(N)    110 08 40.86356(W) AD(       ) 3
 OX0760  NAD 83(1986)-  43 52 29.33540(N)    110 08 40.85583(W) AD(       ) 3
 OX0760  NAD 27      -  43 52 29.53283(N)    110 08 38.15291(W) AD(       ) 3
 OX0760  NGVD 29 (07/19/86) 3126.6    (m)        10258.     (f) VERT ANG       
 OX0760
 OX0760.Superseded values are not recommended for survey control.
 OX0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0760.See file dsdata.txt to determine how the superseded data were derived.
 OX0760
 OX0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP6871858325(NAD 83)
 OX0760_MARKER: DD = SURVEY DISK
 OX0760_SETTING: 0 = UNSPECIFIED SETTING
 OX0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0760
 OX0760  HISTORY     - Date     Condition        Report By
 OX0760  HISTORY     - 1968     MONUMENTED       USGS
 OX0760
 OX0760                          STATION DESCRIPTION
 OX0760
 OX0760'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OX0760'LOCATED ON THE HIGHEST POINT ON TERRACE MOUNTAIN.  STATION IS 17 MI.
 OX0760'E. AND 3 MI. N. OF MORAN POST OFFICE.
 OX0760'
 OX0760'STATION REACHED VIA HELICOPTER.
 OX0760'
 OX0760'STATION MARK--STANDARD ALUMINUM TABLET, CEMENTED INTO A 3/4 IN.
 OX0760'GALVANIZED NIPPLE, SCREWED INTO A REDUCER, THAT IS SCREWED ONTO A
 OX0760'2 IN. GALVANIZED PIPE, SET IN CONCRETE 4.0 FT. ABOVE GROUND,
 OX0760'STAMPED ---VABM TERRACE ET 1968---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1099 ***********************************************************************
 MO1099  DESIGNATION -  TERRY
 MO1099  PID         -  MO1099
 MO1099  STATE/COUNTY-  WY/LARAMIE
 MO1099  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO1099
 MO1099                         *CURRENT SURVEY CONTROL
 MO1099  ___________________________________________________________________
 MO1099* NAD 83(1993)-  41 01 33.04584(N)    104 52 23.25366(W)     ADJUSTED  
 MO1099* NAVD 88     -      1971.7    (meters)    6469.     (feet)  VERTCON   
 MO1099  ___________________________________________________________________
 MO1099  LAPLACE CORR-         -10.86  (seconds)                    DEFLEC99
 MO1099  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 MO1099
 MO1099  HORZ ORDER  -  FIRST
 MO1099
 MO1099.The horizontal coordinates were established by classical geodetic methods
 MO1099.and adjusted by the National Geodetic Survey in January 1997..
 MO1099
 MO1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1099
 MO1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1099
 MO1099.The geoid height was determined by GEOID03.
 MO1099
 MO1099;                    North         East     Units Scale Factor Converg.
 MO1099;SPC WY E     -    58,432.712   224,685.919   MT  0.99994500   +0 11 33.7
 MO1099;UTM  13      - 4,541,633.979   510,666.128   MT  0.99960140   +0 04 59.8
 MO1099
 MO1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1099!SPC WY E     -   0.99969333  x   0.99994500  =   0.99963834
 MO1099!UTM  13      -   0.99969333  x   0.99960140  =   0.99929485
 MO1099
 MO1099|---------------------------------------------------------------------|
 MO1099| PID    Reference Object                     Distance      Geod. Az  |
 MO1099|                                                           dddmmss.s |
 MO1099| CQ4208 TERRY RM                             10.870 METERS 02255     |
 MO1099| MO1101 WARREN                              APPROX. 0.7 KM 1545644.2 |
 MO1099| MO1212 OTTO UNION PACIFIC RR CO TANK       APPROX.18.5 KM 2930446.2 |
 MO1099|---------------------------------------------------------------------|
 MO1099
 MO1099                          SUPERSEDED SURVEY CONTROL
 MO1099
 MO1099  NAD 83(1993)-  41 01 33.03085(N)    104 52 23.25170(W) AD(       ) 1
 MO1099  NAD 83(1986)-  41 01 33.03077(N)    104 52 23.25139(W) AD(       ) 1
 MO1099  NAD 27      -  41 01 33.09300(N)    104 52 21.36600(W) AD(       ) 1
 MO1099  NGVD 29 (07/19/86) 1970.7    (m)         6466.     (f) VERT ANG       
 MO1099
 MO1099.Superseded values are not recommended for survey control.
 MO1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1099.See file dsdata.txt to determine how the superseded data were derived.
 MO1099
 MO1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1066641634(NAD 83)
 MO1099_MARKER: I = METAL ROD
 MO1099_SETTING: 0 = UNSPECIFIED SETTING
 MO1099
 MO1099  HISTORY     - Date     Condition        Report By
 MO1099  HISTORY     - 1912     MONUMENTED       USGS
 MO1099  HISTORY     - 1942     GOOD             CGS
 MO1099  HISTORY     - 1947     GOOD             USGS
 MO1099  HISTORY     - 1960     GOOD             USGS
 MO1099
 MO1099                          STATION DESCRIPTION
 MO1099
 MO1099'DESCRIBED BY US GEOLOGICAL SURVEY 1912 (CVH)
 MO1099'THIS STATION IS IDENTICAL WITH THE UNITED STATES GEOLOGICAL
 MO1099'SURVEY STATION OF THE SAME NAME.  IT IS ABOUT 10 MILES SOUTH 17
 MO1099'DEG WEST FROM CHEYENNE AND ABOUT 2 MILES NORTHEAST OF THE
 MO1099'HOUSE ON THE OLD TERRY RANCH, NOW THE HEADQUARTERS OF THE
 MO1099'WARREN LIVE STOCK CO.  THE STATION IS ON A BARE CONICAL HILL
 MO1099'AND IS MARKED BY A UNITED STATES GEOLOGICAL SURVEY IRON
 MO1099'BENCH-MARK POST SET 3 FEET IN THE GROUND.  A REFERENCE MARK,
 MO1099'DESCRIBED, IS 0.94 METER BELOW THE STATION AND
 MO1099'10.87 METERS (35.66 FEET) DISTANT N 22 DEG 55 MIN E.
 MO1099
 MO1099                          STATION RECOVERY (1942)
 MO1099
 MO1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (NBA)
 MO1099'THE STATION WAS FOUND AS DESCRIBED IN VERY GOOD CONDITION.  THE
 MO1099'REFERENCE MARK WAS ALSO IN GOOD CONDITION.  IT IS ON THE HIGHEST
 MO1099'HILL SOUTHEAST (ABOUT 1.3 MILES) OF THE POINT WHERE U.S. HWY.
 MO1099'87 PASSES OVER THE UNION PACIFIC R.R.
 MO1099
 MO1099                          STATION RECOVERY (1947)
 MO1099
 MO1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (MAH)
 MO1099'RECOVERED AND REDESCRIBED AS FOLLOWS
 MO1099'
 MO1099'STATION IS IN NE. 1/4 OF SEC. 10, T 12 N, R 66 W.
 MO1099'
 MO1099'TO REACH FROM THE POST OFFICE IN CHEYENNE, GO S. ON U.S. HIGHWAYS 85
 MO1099'AND 87 5.4 MI. TO JUNCTION, TURN RIGHT ON HIGHWAY 87 AND GO 4.7 MI.
 MO1099'TO GATE ON LEFT, TURN LEFT THROUGH GATE AND CONTINUE S. ACROSS
 MO1099'COUNTRY 1.2 MI. TO TOP OF CONICAL HILL AND STATION.
 MO1099
 MO1099                          STATION RECOVERY (1960)
 MO1099
 MO1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1099'STATION MARK--AN IRON BENCH POST, SET 3 FT. IN GROUND, AROUND WHICH
 MO1099'IS A SMALL MOUND OF ROCK.
 MO1099'
 MO1099'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA2123 ***********************************************************************
 AA2123  CBN         -  This is a Cooperative Base Network Control Station.
 AA2123  DESIGNATION -  TESA 17
 AA2123  PID         -  AA2123
 AA2123  STATE/COUNTY-  WY/TETON
 AA2123  USGS QUAD   -  MORAN (1996)
 AA2123
 AA2123                         *CURRENT SURVEY CONTROL
 AA2123  ___________________________________________________________________
 AA2123* NAD 83(1993)-  43 50 25.17811(N)    110 30 38.64253(W)     ADJUSTED  
 AA2123* NAVD 88     -      2053.8    (meters)    6738.     (feet)  GPS OBS   
 AA2123  ___________________________________________________________________
 AA2123  X           -  -1,615,004.816 (meters)                     COMP
 AA2123  Y           -  -4,317,060.859 (meters)                     COMP
 AA2123  Z           -   4,396,728.676 (meters)                     COMP
 AA2123  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 AA2123  ELLIP HEIGHT-        2044.72  (meters)          (09/07/01) GPS OBS
 AA2123  GEOID HEIGHT-          -8.85  (meters)                     GEOID03
 AA2123
 AA2123  HORZ ORDER  -  B
 AA2123  ELLP ORDER  -  FOURTH    CLASS I
 AA2123
 AA2123.The horizontal coordinates were established by GPS observations
 AA2123.and adjusted by the National Geodetic Survey in October 1994..
 AA2123
 AA2123.The orthometric height was determined by GPS observations and a
 AA2123.high-resolution geoid model.
 AA2123
 AA2123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2123
 AA2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2123
 AA2123.The ellipsoidal height was determined by GPS observations
 AA2123.and is referenced to NAD 83.
 AA2123
 AA2123.The geoid height was determined by GEOID03.
 AA2123
 AA2123;                    North         East     Units Scale Factor Converg.
 AA2123;SPC WY W     -   471,097.874   765,630.151   MT  0.99995202   -0 17 45.8
 AA2123;UTM  12      - 4,854,254.909   539,331.530   MT  0.99961903   +0 20 20.0
 AA2123
 AA2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2123!SPC WY W     -   0.99967947  x   0.99995202  =   0.99963151
 AA2123!UTM  12      -   0.99967947  x   0.99961903  =   0.99929863
 AA2123
 AA2123                          SUPERSEDED SURVEY CONTROL
 AA2123
 AA2123  ELLIP H (10/19/94) 2044.74   (m)                       GP(       ) 4 1
 AA2123
 AA2123.Superseded values are not recommended for survey control.
 AA2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2123.See file dsdata.txt to determine how the superseded data were derived.
 AA2123
 AA2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3933254255(NAD 83)
 AA2123_MARKER: DD = SURVEY DISK
 AA2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2123_STAMPING: TESA 17
 AA2123_MARK LOGO: WYDT  
 AA2123_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2123+STABILITY: SURFACE MOTION
 AA2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2123+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2123
 AA2123  HISTORY     - Date     Condition        Report By
 AA2123  HISTORY     - 1993     MONUMENTED       WYDT
 AA2123
 AA2123                          STATION DESCRIPTION
 AA2123
 AA2123'DESCRIBED BY WYOMING DEPARTMENT OF TRANSPORTATION 1993
 AA2123'NOTE--THE X STAMPED ON THE DISK IS THE CENTER POINT, NOT PART OF THE
 AA2123'STATION NAME. STATION IS LOCATED IN GRAND TETON NATIONAL PARK, IN THE
 AA2123'WEST ANGLE OF THE JUNCTION OF US HIGHWAYS 26, 89, 191 AND 287 (MORAN
 AA2123'JUNCTION), IN A VERY LARGE CLEAR AREA, IN NORTH CENTRAL SECTION 26, T
 AA2123'45 N, R 114 W.  OWNERSHIP--US GOVERNMENT. STATION MARK IS SET IN THE
 AA2123'TOP OF A 20-CM SQUARE CONCRETE POST PROJECTING 20 CM ABOVE GROUND IN
 AA2123'KNEE-HIGH WEEDS.  IT IS 46.0 M (150.9 FT) SOUTHWEST OF THE CENTER OF
 AA2123'HIGHWAYS 89, 191 AND 287, 45.5 M (149.3 FT) NORTHWEST OF THE CENTER OF
 AA2123'HIGHWAY 26, 0.6 M (2.0 FT) NORTHEAST OF A SHORT FIBERGLASS WITNESS
 AA2123'POST, 1.0 M (3.3 FT) SOUTH-SOUTHWEST OF A METAL WITNESS POST SANS
 AA2123'SIGN, AND 24.1 M (79.1 FT) WEST OF CONCRETE HIGHWAY POST 1277 SEC B
 AA2123'THAT PROJECTS 1 M (3.3 FT) ABOVE GROUND. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0820 ***********************************************************************
 OX0820  DESIGNATION -  TETON NORTH BASE
 OX0820  PID         -  OX0820
 OX0820  STATE/COUNTY-  WY/TETON
 OX0820  USGS QUAD   -  JENNY LAKE (1968)
 OX0820
 OX0820                         *CURRENT SURVEY CONTROL
 OX0820  ___________________________________________________________________
 OX0820* NAD 83(1993)-  43 45 10.99737(N)    110 40 48.25556(W)     ADJUSTED  
 OX0820* NAVD 88     -      2084.63   (+/-2cm)    6839.3    (feet)  VERTCON   
 OX0820  ___________________________________________________________________
 OX0820  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 OX0820  GEOID HEIGHT-          -9.04  (meters)                     GEOID03
 OX0820
 OX0820  HORZ ORDER  -  FIRST
 OX0820  VERT ORDER  -  THIRD ? (See Below)
 OX0820
 OX0820.The horizontal coordinates were established by classical geodetic methods
 OX0820.and adjusted by the National Geodetic Survey in January 1997..
 OX0820
 OX0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0820.The vertical order pertains to the NGVD 29 superseded value.
 OX0820
 OX0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0820
 OX0820.The geoid height was determined by GEOID03.
 OX0820
 OX0820;                    North         East     Units Scale Factor Converg.
 OX0820;SPC WY W     -   461,486.068   751,942.841   MT  0.99996590   -0 24 45.7
 OX0820;UTM  12      - 4,844,495.508   525,756.178   MT  0.99960816   +0 13 16.5
 OX0820
 OX0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0820!SPC WY W     -   0.99967463  x   0.99996590  =   0.99964054
 OX0820!UTM  12      -   0.99967463  x   0.99960816  =   0.99928292
 OX0820
 OX0820|---------------------------------------------------------------------|
 OX0820| PID    Reference Object                     Distance      Geod. Az  |
 OX0820|                                                           dddmmss.s |
 OX0820| CP5911 TETON NORTH BASE RM 1                 4.110 METERS 02514     |
 OX0820| CP5914 TETON NORTH BASE RP NNE               9.141 METERS 02732     |
 OX0820| CP5913 TETON NORTH BASE RP ESE               9.117 METERS 11730     |
 OX0820| CP5910 TETON NORTH BASE AZ MK                             2071801.2 |
 OX0820| CP5916 TETON NORTH BASE RP SSW               9.220 METERS 20736     |
 OX0820| CP5912 TETON NORTH BASE RM 2                 5.572 METERS 28840     |
 OX0820| CP5915 TETON NORTH BASE RP NW                9.144 METERS 29729     |
 OX0820|---------------------------------------------------------------------|
 OX0820
 OX0820                          SUPERSEDED SURVEY CONTROL
 OX0820
 OX0820  NAD 83(1993)-  43 45 10.99117(N)    110 40 48.24888(W) AD(       ) 1
 OX0820  NAD 83(1986)-  43 45 10.98730(N)    110 40 48.24178(W) AD(       ) 1
 OX0820  NAD 27      -  43 45 11.23000(N)    110 40 45.47300(W) AD(       ) 1
 OX0820  NGVD 29 (07/19/86) 2083.35   (m)         6835.1    (f) LEVELING    3  
 OX0820
 OX0820.Superseded values are not recommended for survey control.
 OX0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0820.See file dsdata.txt to determine how the superseded data were derived.
 OX0820
 OX0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2575644496(NAD 83)
 OX0820_MARKER: DD = SURVEY DISK
 OX0820_SETTING: 80 = SET IN A BOULDER
 OX0820_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OX0820
 OX0820  HISTORY     - Date     Condition        Report By
 OX0820  HISTORY     - 1946     MONUMENTED       USGS
 OX0820  HISTORY     - 1968     GOOD             USGS
 OX0820
 OX0820                          STATION DESCRIPTION
 OX0820
 OX0820'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OX0820'THE STATION IS LOCATED ON A FLAT, SAGEBRUSH- COVERED BENCH LAND
 OX0820'15 MILES, AIRLINE, NORTH BY EAST OF JACKSON, 1 MILE NORTHWEST
 OX0820'OF THE SNAKE RIVER AT THE NEAREST POINT, 2-3/4 MILE EAST OF THE
 OX0820'SOUTH END OF JENNY LAKE, ABOUT 1-1/2 MILE EAST OF U.S. HIGHWAY
 OX0820'NO. 287, AND NORTH-NORTH EAST OF THE GRAND TETON PEAK.
 OX0820'
 OX0820'THE STATION MARK IS A STANDARD USGS BENCH MARK DISC LEADED IN A
 OX0820'DRILL HOLE IN A BURIED BOULDER WHICH IS FLUSH WITH THE SURFACE
 OX0820'OF THE GROUND.  ONLY ABOUT AN AREA OF AN 8 INCH DIAMETER IS
 OX0820'EXPOSED.  THE DISC IS STAMPED 6832 BM.
 OX0820'
 OX0820'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF AN 8
 OX0820'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND IS
 OX0820'APPROXIMATELY 1 FOOT HIGHER IN ELEVATION THAN THE STATION
 OX0820'MARK.  IT IS STAMPED TETON NORTH BASE USGS NO 1 1946.
 OX0820'
 OX0820'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE TOP OF AN 8
 OX0820'INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND IS
 OX0820'APPROXIMATELY 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK
 OX0820'IT IS STAMPED TETON NORTH BASE USGS NO 2 1946.
 OX0820'
 OX0820'THE AZIMUTH MARK IS A STANDARD DISC SET IN THE TOP OF AN 8 INCH
 OX0820'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 0.8 MILE
 OX0820'SOUTH- SOUTHWEST AND 10 FEET NORTH OF A TRACK ROAD.  IT IS STAMPED
 OX0820'TETON NORTH BASE USGS 1946.
 OX0820'
 OX0820'THERE ARE 4 USGS REFERENCE MARKS CONSISTING OF WATER WORN
 OX0820'BOULDERS WHICH ARE ABOUT 5 INCHES IN DIAMETER AND PROJECT
 OX0820'3 INCHES.  ALL HAVE CROSSES CHISELED IN THE TOP.
 OX0820'
 OX0820'TO REACH THE STATION FROM THE SQUARE IN JACKSON GO NORTH ON U.S.
 OX0820'NO. 187 FOR 16.1 MILES TO COTTON WOOD CREEK.  CONTINUE NORTHERLY
 OX0820'ON THE HIGHWAY FOR 0.9 MILE TO A TRACK ROAD LEADING RIGHT AND
 OX0820'SIGN ON THE LEFT X-X RANCH.  TURN RIGHT, EAST, AND GO 0.35
 OX0820'MILE, CROSSING AN IRREGATION CANAL.  TURN LEFT, NORTH, ON A TRACK
 OX0820'ROAD ALONG THE EAST SIDE OF A HEAVY STAND OF TIMBER AND GO 1.9
 OX0820'MILES TO FORKS.  TAKE THE RIGHT FORK AND GO 1.35 MILES TO A
 OX0820'POINT WHERE A TRAIL CROSSES THE ROAD.  THE AZIMUTH MARK IS JUST
 OX0820'NORTHEAST OF THE INTERSECTION.  TURN LEFT AND FOLLOW THE
 OX0820'TRAIL NORTHERLY 0.8 MILE TO THE STATION.  A DRIVE STATION.
 OX0820
 OX0820                          STATION RECOVERY (1968)
 OX0820
 OX0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0820'RECOVERED.
 OX0820'
 OX0820'STATION MARK--BRONZE TABLET, LEADED INTO A LARGE BOULDER BURIED FLUSH
 OX0820'WITH THE GROUND, STAMPED ---6832 BM---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0832 ***********************************************************************
 OX0832  DESIGNATION -  TETON SOUTH BASE
 OX0832  PID         -  OX0832
 OX0832  STATE/COUNTY-  WY/TETON
 OX0832  USGS QUAD   -  MOOSE (1968)
 OX0832
 OX0832                         *CURRENT SURVEY CONTROL
 OX0832  ___________________________________________________________________
 OX0832* NAD 83(1993)-  43 41 32.90944(N)    110 43 24.60929(W)     ADJUSTED  
 OX0832* NAVD 88     -      2021.8    (meters)    6633.     (feet)  VERTCON   
 OX0832  ___________________________________________________________________
 OX0832  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 OX0832  GEOID HEIGHT-          -9.10  (meters)                     GEOID03
 OX0832
 OX0832  HORZ ORDER  -  FIRST
 OX0832
 OX0832.The horizontal coordinates were established by classical geodetic methods
 OX0832.and adjusted by the National Geodetic Survey in January 1997..
 OX0832
 OX0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0832
 OX0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0832
 OX0832.The geoid height was determined by GEOID03.
 OX0832
 OX0832;                    North         East     Units Scale Factor Converg.
 OX0832;SPC WY W     -   454,781.730   748,393.174   MT  0.99997025   -0 26 32.0
 OX0832;UTM  12      - 4,837,754.762   522,282.118   MT  0.99960611   +0 11 27.6
 OX0832
 OX0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0832!SPC WY W     -   0.99968449  x   0.99997025  =   0.99965475
 OX0832!UTM  12      -   0.99968449  x   0.99960611  =   0.99929072
 OX0832
 OX0832|---------------------------------------------------------------------|
 OX0832| PID    Reference Object                     Distance      Geod. Az  |
 OX0832|                                                           dddmmss.s |
 OX0832| CP5920 TETON SOUTH BASE RP NORTH             9.275 METERS 02725     |
 OX0832| CP5919 TETON SOUTH BASE RP EAST              9.084 METERS 11731     |
 OX0832| CP5921 TETON SOUTH BASE RP SOUTH             9.072 METERS 20730     |
 OX0832| CP5917 TETON SOUTH BASE RM 1                 5.447 METERS 22419     |
 OX0832| CP5922 TETON SOUTH BASE RP WEST              9.188 METERS 29725     |
 OX0832| CP5918 TETON SOUTH BASE RM 2                 9.340 METERS 30200     |
 OX0832| OX0170 D 41                                               3542635.5 |
 OX0832|---------------------------------------------------------------------|
 OX0832
 OX0832                          SUPERSEDED SURVEY CONTROL
 OX0832
 OX0832  NAD 83(1993)-  43 41 32.90378(N)    110 43 24.60287(W) AD(       ) 1
 OX0832  NAD 83(1986)-  43 41 32.89952(N)    110 43 24.59553(W) AD(       ) 1
 OX0832  NAD 27      -  43 41 33.14100(N)    110 43 21.83500(W) AD(       ) 1
 OX0832  NGVD 29 (07/19/86) 2020.5    (m)         6629.     (f) VERT ANG       
 OX0832
 OX0832.Superseded values are not recommended for survey control.
 OX0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0832.See file dsdata.txt to determine how the superseded data were derived.
 OX0832
 OX0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP2228237755(NAD 83)
 OX0832_MARKER: DD = SURVEY DISK
 OX0832_SETTING: 80 = SET IN A BOULDER
 OX0832_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OX0832
 OX0832  HISTORY     - Date     Condition        Report By
 OX0832  HISTORY     - 1946     MONUMENTED       USGS
 OX0832  HISTORY     - 1968     GOOD             USGS
 OX0832
 OX0832                          STATION DESCRIPTION
 OX0832
 OX0832'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OX0832'NOTE.  BOULDERS ARE USGS REFERENCES.
 OX0832'
 OX0832'THE STATION IS LOCATED ON A LOW FLAT GRAVELLY BENCH 3 MILES
 OX0832'NORTH BY EAST OF MOOSE AND THE BRIDGE OVER THE SNAKE RIVER, 0.4
 OX0832'MILE EAST OF WHERE U.S. HIGHWAY NO. 187 CROSSES COTTONWOOD
 OX0832'CREEK AND 1-1/2 MILES SOUTHEAST OF THE SOUTH END OF THE ISLAND
 OX0832'OF TIMBER SITUATED SOUTHEAST OF JENNY LAKE.  IT IS A U.S.
 OX0832'GEOLOGICAL SURVEY BENCH MARK DISK LEADED INTO THE TOP OF A
 OX0832'LARGE BURIED BOULDER FLUSH WITH THE SURFACE OF THE GROUND, 27
 OX0832'FEET EAST OF THE CENTER OF A TRACK ROAD AND IS STAMPED 6627
 OX0832'(FT.).
 OX0832'
 OX0832'FOUR REFERENCE MARKS, (BOULDERS WITH CHISELED CROSSES, SET NORTH,
 OX0832'SOUTH, EAST AND WEST OF THE STATION, THE NORTH AND SOUTH BOULDERS
 OX0832'BEING ON THE BASE LINE AND PROLONGATION THEREOF), ESTABLISHED
 OX0832'BY THE U.S. GEOLOGICAL SURVEY WERE RECOVERED AND FOUND IN
 OX0832'GOOD CONDITION.  THE NORTH BOULDER IS FLUSH WITH THE GROUND, THE
 OX0832'EAST BOULDER IS ABOUT 6 INCHES IN DIAMETER AND AND PROJECTS
 OX0832'ABOUT 1 INCH, THE SOUTH BOULDER IS ABOUT 4 INCHES IN DIAMETER
 OX0832'AND PROJECTS ABOUT 1 INCH AND THE WEST BOULDER IS ABOUT 8 INCHES IN
 OX0832'DIAMETER AND PROJECTS ABOUT 4 INCHES.
 OX0832'
 OX0832'REFERENCE MARK NO. 1 IS A DISK SET IN A CONCRETE MONUMENT
 OX0832'PROJECTING ABOUT 3 INCHES, SOUTHWEST OF THE STATION, 13 FEET EAST
 OX0832'OF THE CENTER OF THE TRACK ROAD AND IS STAMPED TETON S BASE
 OX0832'USGS NO 1 1946.
 OX0832'
 OX0832'REFERENCE MARK NO. 2 IS A DISK SET IN A CONCRETE MONUMENT FLUSH
 OX0832'WITH THE GROUND, WEST NORTHWEST OF THE STATION, IN THE WEST
 OX0832'RACK OF THE ROAD AND IS STAMPED TETON S BASE USGS NO 2 1946.
 OX0832'
 OX0832'THE AZIMUTH MARK IS ABOUT 0.7 MILE NORTH BY WEST OF THE STATION.
 OX0832'IT IS A COAST AND GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN THE
 OX0832'HEAD OF A CONCRETE CULVERT 15 FEET WEST OF THE CENTER OF U.S.
 OX0832'HIGHWAY NO. 187, 3 FEET NORTH OF THE SOUTH END OF THE CULVERT
 OX0832'AND IS STAMPED D41 1934.  TO REACH FROM THE STATION GO WEST 0.4
 OX0832'MILE TO HIGHWAY NO. 187, TURN RIGHT ON THE HIGHWAY AND GO NORTH
 OX0832'FOR 0.7 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 OX0832'
 OX0832'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 OX0832'JACKSON GO NORTH ON U.S. HIGHWAY NO. 187 FOR 12.9 MILES TO THE
 OX0832'SNAKE RIVER BRIDGE AT THE MOOSE POST OFFICE, CONTINUE NORTH ON
 OX0832'THE HIGHWAY FOR 3.15 MILES TO BRIDGE ACROSS COTTONWOOD
 OX0832'CREEK, CONTINUE ON HIGHWAY 0.1 MILE TO A TRACK ROAD RIGHT.  TURN
 OX0832'RIGHT ON THE TRACK ROAD AND GO EAST FOR 0.4 MILE TO A CROSSROAD,
 OX0832'TURN RIGHT ON THIS TRACK ROAD AND GO SOUTH FOR 0.1 MILE TO
 OX0832'THE STATION ON THE LEFT AS DESCRIBED.
 OX0832
 OX0832                          STATION RECOVERY (1968)
 OX0832
 OX0832'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0832'RECOVERED.
 OX0832'
 OX0832'STATION MARK--STANDARD USGS BM TABLET, SET IN TOP OF BURIED BOULDER,
 OX0832'STAMPED ---6627---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0359 ***********************************************************************
 PX0359  DESIGNATION -  TETT 1
 PX0359  PID         -  PX0359
 PX0359  STATE/COUNTY-  WY/BIG HORN
 PX0359  USGS QUAD   -  SHEEP MOUNTAIN (1951)
 PX0359
 PX0359                         *CURRENT SURVEY CONTROL
 PX0359  ___________________________________________________________________
 PX0359* NAD 83(1993)-  44 22 11.38014(N)    108 29 54.42687(W)     ADJUSTED  
 PX0359* NAVD 88     -      1417.2    (meters)    4650.     (feet)  VERTCON   
 PX0359  ___________________________________________________________________
 PX0359  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 PX0359  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 PX0359
 PX0359  HORZ ORDER  -  THIRD
 PX0359
 PX0359.The horizontal coordinates were established by classical geodetic methods
 PX0359.and adjusted by the National Geodetic Survey in January 1997..
 PX0359
 PX0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0359
 PX0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0359
 PX0359.The geoid height was determined by GEOID03.
 PX0359
 PX0359;                    North         East     Units Scale Factor Converg.
 PX0359;SPC WYEC     -   530,500.783   307,138.353   MT  1.00004351   -0 48 53.3
 PX0359;UTM  12      - 4,915,993.705   699,310.893   MT  1.00008856   +1 44 59.5
 PX0359
 PX0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0359!SPC WYEC     -   0.99977993  x   1.00004351  =   0.99982343
 PX0359!UTM  12      -   0.99977993  x   1.00008856  =   0.99986847
 PX0359
 PX0359:                Primary Azimuth Mark                     Grid Az
 PX0359:SPC WYEC     -  TATMAN RESET                             160 53 25.1
 PX0359:UTM  12      -  TATMAN RESET                             158 19 32.3
 PX0359
 PX0359|---------------------------------------------------------------------|
 PX0359| PID    Reference Object                     Distance      Geod. Az  |
 PX0359|                                                           dddmmss.s |
 PX0359| PX0357 TATMAN RESET                        APPROX. 7.5 KM 1600431.8 |
 PX0359|---------------------------------------------------------------------|
 PX0359
 PX0359                          SUPERSEDED SURVEY CONTROL
 PX0359
 PX0359  NAD 83(1986)-  44 22 11.37021(N)    108 29 54.41949(W) AD(       ) 3
 PX0359  NAD 27      -  44 22 11.53067(N)    108 29 52.00163(W) AD(       ) 3
 PX0359  NGVD 29 (07/19/86) 1416.2    (m)         4646.     (f) VERT ANG       
 PX0359
 PX0359.Superseded values are not recommended for survey control.
 PX0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0359.See file dsdata.txt to determine how the superseded data were derived.
 PX0359
 PX0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ9931115994(NAD 83)
 PX0359_MARKER: DD = SURVEY DISK
 PX0359_SETTING: 0 = UNSPECIFIED SETTING
 PX0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0359
 PX0359  HISTORY     - Date     Condition        Report By
 PX0359  HISTORY     - 1948     MONUMENTED       USGS
 PX0359
 PX0359                          STATION DESCRIPTION
 PX0359
 PX0359'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0359'STATION LOCATED ABOUT 37 MI. SE. OF CODY, ABOUT 3 MI. S. OF GREYBULL
 PX0359'RIVER, ABOUT 7 MI. S. OF U.S. HIGHWAY 20, ABOUT 0.6 MI. W. OF TRAIL
 PX0359'OVER TATMAN RANGE, ABOUT 32 FT. E. OF W. END OF SHARP RIDGE, ON TOP OF
 PX0359'BEND IN RIDGE, NW. 1/4 SEC.27, T. 51 N., R.97 W.,
 PX0359'
 PX0359'TO REACH STATION FROM POST OFFICE AT CODY, FOLLOW U.S. HIGHWAY 20 E.
 PX0359'TOWARDS GREYBULL ABOUT 28.2 MI. TO GRADED RD. S. TURN S. ON GRADED RD.
 PX0359'AND FOLLOW ABOUT 5 MI. TO BRIDGE ACROSS GREYBULL RIVER, FOLLOW S. FROM
 PX0359'RIVER ABOUT 5.0 MI. ALONG TRAIL RD. WHICH GOES OVER TATMAN RANGE TO
 PX0359'SHARP DRAIN LEAVE TRAIL RD. AND FOLLOW DIM TRAIL W. ALONG N. SIDE OF
 PX0359'DRAIN ABOUT 0.7 MI., GO N. ABOUT 550 FT. TO TOP OF SHARP RIDGE AND
 PX0359'STATION.
 PX0359'
 PX0359'STATION MARK - STANDARD TABLET IN EMBEDDED ROCK STAMPED,---TETT 1
 PX0359'1948---.
 PX0359'
 PX0359'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0410 ***********************************************************************
 OU0410  DESIGNATION -  TFMM 1
 OU0410  PID         -  OU0410
 OU0410  STATE/COUNTY-  WY/CONVERSE
 OU0410  USGS QUAD   -  BILL SE (1984)
 OU0410
 OU0410                         *CURRENT SURVEY CONTROL
 OU0410  ___________________________________________________________________
 OU0410* NAD 83(1993)-  43 00 39.83366(N)    105 21 22.69968(W)     ADJUSTED  
 OU0410* NAVD 88     -      1546.5    (meters)    5074.     (feet)  VERTCON   
 OU0410  ___________________________________________________________________
 OU0410  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 OU0410  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 OU0410
 OU0410  HORZ ORDER  -  THIRD
 OU0410  VERT ORDER  -  THIRD ? (See Below)
 OU0410
 OU0410.The horizontal coordinates were established by classical geodetic methods
 OU0410.and adjusted by the National Geodetic Survey in January 1997..
 OU0410
 OU0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0410.The vertical order pertains to the NGVD 29 superseded value.
 OU0410
 OU0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0410
 OU0410.The geoid height was determined by GEOID03.
 OU0410
 OU0410;                    North         East     Units Scale Factor Converg.
 OU0410;SPC WY E     -   278,900.385   184,540.408   MT  0.99994044   -0 07 45.7
 OU0410;UTM  13      - 4,762,105.124   470,963.327   MT  0.99961037   -0 14 35.0
 OU0410
 OU0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0410!SPC WY E     -   0.99975987  x   0.99994044  =   0.99970032
 OU0410!UTM  13      -   0.99975987  x   0.99961037  =   0.99937033
 OU0410
 OU0410:                Primary Azimuth Mark                     Grid Az
 OU0410:SPC WY E     -  FIDDLE                                   007 40 10.5
 OU0410:UTM  13      -  FIDDLE                                   007 46 59.8
 OU0410
 OU0410|---------------------------------------------------------------------|
 OU0410| PID    Reference Object                     Distance      Geod. Az  |
 OU0410|                                                           dddmmss.s |
 OU0410| OU0409 FIDDLE                              APPROX. 4.0 KM 0073224.8 |
 OU0410|---------------------------------------------------------------------|
 OU0410
 OU0410                          SUPERSEDED SURVEY CONTROL
 OU0410
 OU0410  NAD 83(1986)-  43 00 39.81274(N)    105 21 22.68421(W) AD(       ) 3
 OU0410  NAD 27      -  43 00 39.93053(N)    105 21 20.74458(W) AD(       ) 3
 OU0410  NGVD 29 (07/19/86) 1545.6    (m)         5071.     (f) LEVELING    3  
 OU0410
 OU0410.Superseded values are not recommended for survey control.
 OU0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0410.See file dsdata.txt to determine how the superseded data were derived.
 OU0410
 OU0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7096362105(NAD 83)
 OU0410_MARKER: DD = SURVEY DISK
 OU0410_SETTING: 0 = UNSPECIFIED SETTING
 OU0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0410
 OU0410  HISTORY     - Date     Condition        Report By
 OU0410  HISTORY     - 1948     MONUMENTED       USGS
 OU0410
 OU0410                          STATION DESCRIPTION
 OU0410
 OU0410'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OU0410'LOCATED ON TOP OF SMALL HILL 0.4 MI. N. OF LIGHTNING CREEK, ABOUT 3.0
 OU0410'MI. W. OF STATE HIGHWAY 87, LOCATED AT THE W. EDGE OF THE NW. 1/4
 OU0410'SECTION 14, T 35 N, R 71 W.
 OU0410'
 OU0410'TO REACH FROM DOUGLAS, AT FOURTH AND CENTER STREETS, GO N. ON STATE
 OU0410'HIGHWAY 87 FOR 6.2 MI. TO Y-RD. N., TURN N. ON Y-RD. AND CONTINUE N.
 OU0410'FOR 8.1 MI. TO DIM CROSSROADS, THENCE W. AND NW. FOR 0.8 MI., THENCE
 OU0410'N. FOR 7.1 MI. TO WOODEN BRIDGE OVER LIGHTNING CREEK, CONTINUE N. 0.4
 OU0410'MI. TO TOP OF HILL AND STATION.  STATION IS ABOUT 40.0 FT. E. OF
 OU0410'CENTER OF N-S. RD.
 OU0410'
 OU0410'STATION MARK--STANDARD TABLET STAMPED ---TFMM-1 1948--- SET IN
 OU0410'CONCRETE POST.
 OU0410'
 OU0410'REFERENCE MARK NO. 1--1.0 IN. IRON PIPE EXTENDING 8.0 IN. ABOVE
 OU0410'GROUND, BEING, N 03 DEG 01 MIN E,
 OU0410'27.50 FT. FROM STATION MARK.
 OU0410'
 OU0410'REFERENCE MARK NO. 2--1.0 IN. IRON PIPE EXTENDING 8.0 IN. ABOVE
 OU0410'GROUND, BEING, S 80 DEG 24 MIN W,
 OU0410'30.25 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0362 ***********************************************************************
 PX0362  DESIGNATION -  THAYER
 PX0362  PID         -  PX0362
 PX0362  STATE/COUNTY-  WY/BIG HORN
 PX0362  USGS QUAD   -  Y U BENCH NE (1951)
 PX0362
 PX0362                         *CURRENT SURVEY CONTROL
 PX0362  ___________________________________________________________________
 PX0362* NAD 83(1993)-  44 26 20.92481(N)    108 33 21.08112(W)     ADJUSTED  
 PX0362* NAVD 88     -      1551.9    (meters)    5092.     (feet)  VERTCON   
 PX0362  ___________________________________________________________________
 PX0362  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 PX0362  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 PX0362
 PX0362  HORZ ORDER  -  THIRD
 PX0362
 PX0362.The horizontal coordinates were established by classical geodetic methods
 PX0362.and adjusted by the National Geodetic Survey in January 1997..
 PX0362
 PX0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0362
 PX0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0362
 PX0362.The geoid height was determined by GEOID03.
 PX0362
 PX0362;                    North         East     Units Scale Factor Converg.
 PX0362;SPC WYEC     -   538,269.635   302,678.168   MT  1.00005394   -0 51 21.7
 PX0362;UTM  12      - 4,923,555.276   694,507.199   MT  1.00006529   +1 42 42.5
 PX0362
 PX0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0362!SPC WYEC     -   0.99975881  x   1.00005394  =   0.99981274
 PX0362!UTM  12      -   0.99975881  x   1.00006529  =   0.99982409
 PX0362
 PX0362:                Primary Azimuth Mark                     Grid Az
 PX0362:SPC WYEC     -  EMBLEM                                   014 49 44.5
 PX0362:UTM  12      -  EMBLEM                                   012 15 40.3
 PX0362
 PX0362|---------------------------------------------------------------------|
 PX0362| PID    Reference Object                     Distance      Geod. Az  |
 PX0362|                                                           dddmmss.s |
 PX0362| PX0361 EMBLEM                              APPROX. 5.8 KM 0135822.8 |
 PX0362|---------------------------------------------------------------------|
 PX0362
 PX0362                          SUPERSEDED SURVEY CONTROL
 PX0362
 PX0362  NAD 83(1986)-  44 26 20.91464(N)    108 33 21.07393(W) AD(       ) 3
 PX0362  NAD 27      -  44 26 21.07461(N)    108 33 18.64583(W) AD(       ) 3
 PX0362  NGVD 29 (07/19/86) 1550.9    (m)         5088.     (f) VERT ANG       
 PX0362
 PX0362.Superseded values are not recommended for survey control.
 PX0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0362.See file dsdata.txt to determine how the superseded data were derived.
 PX0362
 PX0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ9450723555(NAD 83)
 PX0362_MARKER: DD = SURVEY DISK
 PX0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0362_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PX0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0362+STABILITY: SURFACE MOTION
 PX0362
 PX0362  HISTORY     - Date     Condition        Report By
 PX0362  HISTORY     - 1948     MONUMENTED       USGS
 PX0362
 PX0362                          STATION DESCRIPTION
 PX0362
 PX0362'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0362'STATION IS LOCATED IN NE. 1/4 SEC.31, T.52 N.,R.97 W., ABOUT 26 MI.
 PX0362'SE. OF CODY, WYOMING ON THE SE. END OF LARGE MESA BETWEEN GREYBULL
 PX0362'RIVER AND DRY CREEK.
 PX0362'
 PX0362'TO REACH FROM CODY  POST OFFICE FOLLOW U.S. HIGHWAY 20 EASTERLY TOWARD
 PX0362'GREYBULL 29.8 MI. TO RD. INTERSECTION RIGHT, GO RIGHT SOUTHERLY ALONG
 PX0362'GRADED RD. 1.1 MI. TO INTERSECTION RIGHT, GO RIGHT WESTERLY 1.2 MI.
 PX0362'ALONG TRACK RD. TO FORKS, GO LEFT -SOUTHWESTERLY 0.8 MI. ALONG TRACK
 PX0362'RD. TO CEDAR POST ON THE RIGHT.  STATION LIES 0.5 MI. NW. ON TOP OF
 PX0362'MESA AND ABOUT 200 FT. NW. OF TIP OF NOSE OVERLOOKING GREYBULL VALLEY.
 PX0362'
 PX0362'STATION MARK - STANDARD STATION TABLET SET IN 6 X 6 IN. CONCRETE POST
 PX0362'PROJECTING 6 IN. ABOVE GROUND STAMPED ---THAYER 1948 5086---.
 PX0362'
 PX0362'REFERENCE MARK NO.1- STANDARD REFERENCE TABLET SET IN 6 X 6 IN.
 PX0362'CONCRETE POST AND STAMPED, ---THAYER 1948 NO.1--- 52.05 FT.,
 PX0362'S 29 DEG 11 MIN W.
 PX0362'
 PX0362'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET SET IN 6 X 6 IN.
 PX0362'CONCRETE POST STAMPED, ---THAYER 1948 NO.2--- 187.7 FT.,
 PX0362'N 58 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1207 ***********************************************************************
 PY1207  DESIGNATION -  THE NEEDLES
 PY1207  PID         -  PY1207
 PY1207  STATE/COUNTY-  WY/PARK
 PY1207  USGS QUAD   -  WAHB SPRINGS (1989)
 PY1207
 PY1207                         *CURRENT SURVEY CONTROL
 PY1207  ___________________________________________________________________
 PY1207* NAD 83(1993)-  44 51 56.28407(N)    110 00 13.27588(W)     ADJUSTED  
 PY1207* NAVD 88     -      3021.9    (meters)    9914.     (feet)  VERTCON   
 PY1207  ___________________________________________________________________
 PY1207  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 PY1207  GEOID HEIGHT-          -7.65  (meters)                     GEOID03
 PY1207
 PY1207  HORZ ORDER  -  THIRD
 PY1207
 PY1207.The horizontal coordinates were established by classical geodetic methods
 PY1207.and adjusted by the National Geodetic Survey in January 1997..
 PY1207
 PY1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1207
 PY1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1207
 PY1207.The geoid height was determined by GEOID03.
 PY1207
 PY1207;                    North         East     Units Scale Factor Converg.
 PY1207;SPC WYWC     -   485,697.919   500,926.070   MT  1.00005816   -0 53 04.1
 PY1207;UTM  12      - 4,968,507.047   578,707.985   MT  0.99967618   +0 42 10.4
 PY1207
 PY1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1207!SPC WYWC     -   0.99952762  x   1.00005816  =   0.99958575
 PY1207!UTM  12      -   0.99952762  x   0.99967618  =   0.99920395
 PY1207
 PY1207:                Primary Azimuth Mark                     Grid Az
 PY1207:SPC WYWC     -  CLOSED                                   093 40 28.3
 PY1207:UTM  12      -  CLOSED                                   092 05 13.8
 PY1207
 PY1207|---------------------------------------------------------------------|
 PY1207| PID    Reference Object                     Distance      Geod. Az  |
 PY1207|                                                           dddmmss.s |
 PY1207| PX0469 CLOSED                              APPROX. 8.1 KM 0924724.2 |
 PY1207|---------------------------------------------------------------------|
 PY1207
 PY1207                          SUPERSEDED SURVEY CONTROL
 PY1207
 PY1207  NAD 83(1993)-  44 51 56.27934(N)    110 00 13.27202(W) AD(       ) 3
 PY1207  NAD 83(1986)-  44 51 56.27352(N)    110 00 13.26607(W) AD(       ) 3
 PY1207  NAD 27      -  44 51 56.48217(N)    110 00 10.60460(W) AD(       ) 3
 PY1207  NGVD 29 (07/19/86) 3020.6    (m)         9910.     (f) VERT ANG       
 PY1207
 PY1207.Superseded values are not recommended for survey control.
 PY1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1207.See file dsdata.txt to determine how the superseded data were derived.
 PY1207
 PY1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ7870868507(NAD 83)
 PY1207_MARKER: DD = SURVEY DISK
 PY1207_SETTING: 66 = SET IN ROCK OUTCROP
 PY1207_SP_SET: SET IN ROCK OUTCROP
 PY1207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1207+STABILITY: POSITION/ELEVATION WELL
 PY1207
 PY1207  HISTORY     - Date     Condition        Report By
 PY1207  HISTORY     - 1953     MONUMENTED       USGS
 PY1207
 PY1207                          STATION DESCRIPTION
 PY1207
 PY1207'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 PY1207'THE STATION IS LOCATED ABOUT 11 MI. (AIRLINE) SSW. OF COOKE CITY,
 PY1207'MONTANA, IN YELLOWSTONE NATIONAL PARK.
 PY1207'
 PY1207'TO REACH FROM THE POST OFFICE AT COOKE CITY, TRAVEL W. ABOUT 15 MI.
 PY1207'ALONG HIGHWAY THROUGH THE PARK TO THE OUTLET OF SODA BUTTE CREEK
 PY1207'INTO THE LAMAR RIVER.  FOLLOW HORSE TRAIL FROM HERE UP THE LAMAR
 PY1207'RIVER TO CACHE CREEK, THENCE ENE. ALONG THE CACHE CREEK TRAIL TO
 PY1207'THE DRAINAGE N. OF THE NEEDLES, THENCE UP THE N. SIDE OF THIS
 PY1207'DRAINAGE ABOUT 1 MI. TO AN INTERSECTING SIDE DRAIN FROM UNDER THE
 PY1207'NEEDLES.  CONTINUE UP THE LEFT HAND SIDE OF THIS SIDE DRAINAGE ALONG
 PY1207'AN OPEN RIDGE TO A POINT JUST UNDER AND TO THE NE. OF THE STATION.
 PY1207'WATER AND GRASS ARE AVAILABLE HERE FOR A CAMP.
 PY1207'
 PY1207'STATION MARK--STANDARD ALUMINUM TABLET, CEMENTED IN ROCK, STAMPED
 PY1207'---THE NEEDLES 1953---.
 PY1207'
 PY1207'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0771 ***********************************************************************
 PY0771  CBN         -  This is a Cooperative Base Network Control Station.
 PY0771  DESIGNATION -  THERMAL
 PY0771  PID         -  PY0771
 PY0771  STATE/COUNTY-  WY/TETON
 PY0771  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0771
 PY0771                         *CURRENT SURVEY CONTROL
 PY0771  ___________________________________________________________________
 PY0771* NAD 83(1993)-  44 30 57.92193(N)    110 49 57.44656(W)     ADJUSTED  
 PY0771* NAVD 88     -      2207.348  (meters)    7241.94   (feet)  ADJUSTED  
 PY0771  ___________________________________________________________________
 PY0771  X           -  -1,620,655.810 (meters)                     COMP
 PY0771  Y           -  -4,259,099.565 (meters)                     COMP
 PY0771  Z           -   4,450,704.589 (meters)                     COMP
 PY0771  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 PY0771  ELLIP HEIGHT-        2198.46  (meters)          (09/07/01) GPS OBS
 PY0771  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PY0771  DYNAMIC HT  -        2205.957 (meters)    7237.38  (feet)  COMP
 PY0771  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 PY0771
 PY0771  HORZ ORDER  -  B
 PY0771  VERT ORDER  -  FIRST     CLASS II
 PY0771  ELLP ORDER  -  FOURTH    CLASS I
 PY0771
 PY0771.The horizontal coordinates were established by GPS observations
 PY0771.and adjusted by the National Geodetic Survey in May 1992..
 PY0771
 PY0771.The orthometric height was determined by differential leveling
 PY0771.and adjusted by the National Geodetic Survey in June 1991..
 PY0771
 PY0771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0771
 PY0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0771
 PY0771.The ellipsoidal height was determined by GPS observations
 PY0771.and is referenced to NAD 83.
 PY0771
 PY0771.The geoid height was determined by GEOID03.
 PY0771
 PY0771.The dynamic height is computed by dividing the NAVD 88
 PY0771.geopotential number by the normal gravity value computed on the
 PY0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0771.degrees latitude (g = 980.6199 gals.).
 PY0771
 PY0771.The modeled gravity was interpolated from observed gravity values.
 PY0771
 PY0771;                    North         East     Units Scale Factor Converg.
 PY0771;SPC WY W     -   546,365.294   740,429.320   MT  0.99998112   -0 31 31.3
 PY0771;UTM  12      - 4,929,209.978   513,302.352   MT  0.99960218   +0 07 02.5
 PY0771
 PY0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0771!SPC WY W     -   0.99965541  x   0.99998112  =   0.99963654
 PY0771!UTM  12      -   0.99965541  x   0.99960218  =   0.99925773
 PY0771
 PY0771                          SUPERSEDED SURVEY CONTROL
 PY0771
 PY0771  ELLIP H (05/15/92) 2198.55   (m)                       GP(       ) 4 2
 PY0771  NAD 83(1993)-  44 30 57.91216(N)    110 49 57.43142(W) AD(       ) 1
 PY0771  NAVD 88 (05/28/92) 2207.35   (m)         7241.9    (f) LEVELING    3  
 PY0771  NGVD 29 (08/20/92) 2206.023  (m)         7237.59   (f) ADJUSTED    1 2
 PY0771
 PY0771.Superseded values are not recommended for survey control.
 PY0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0771.See file dsdata.txt to determine how the superseded data were derived.
 PY0771
 PY0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ1330229210(NAD 83)
 PY0771_MARKER: DS = TRIANGULATION STATION DISK
 PY0771_SETTING: 66 = SET IN ROCK OUTCROP
 PY0771_SP_SET: BEDROCK
 PY0771_STAMPING: THERMAL 1987
 PY0771_MARK LOGO: NGS   
 PY0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0771+STABILITY: POSITION/ELEVATION WELL
 PY0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0771+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0771
 PY0771  HISTORY     - Date     Condition        Report By
 PY0771  HISTORY     - 1987     MONUMENTED       NGS
 PY0771  HISTORY     - 1987     GOOD             NGS
 PY0771
 PY0771                          STATION DESCRIPTION
 PY0771
 PY0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0771'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF YELLOWSTONE
 PY0771'NATIONAL PARK, ABOUT 6.0 KM (3.7 MI) NORTH OF OLD FAITHFUL
 PY0771'JUNCTION, 14.0 KM (8.7 MI) SOUTH OF MADISON JUNCTION, ADJACENT TO A
 PY0771'STEEL GIRDER BRIDGE OVER THE FIREHOLE RIVER, ALONG THE OLD ROAD
 PY0771'(NOW A NATURE TRAIL), IN A SANDSTONE-TYPE FLAT BEDROCK AT THE EDGE
 PY0771'OF RIVER, 0.2 KM (0.15 MI) NORTHWEST OF THE NEW HIGHWAY.
 PY0771'OWNERSHIP--NATIONAL PARK SERVICE.
 PY0771'
 PY0771'TO REACH THE STATION FROM MADISON JUNCTION IN YELLOWSTONE NATIONAL
 PY0771'PARK, GO SOUTH FOR 14.8 KM (9.2 MI) ON THE MADISON-OLD FAITHFUL
 PY0771'ROAD TO FIREHOLE LAKE DRIVE ON THE LEFT.  CONTINUE AHEAD FOR 1.6 KM
 PY0771'(1.0 MI) TO THE NORTH ENTRANCE TO THE MIDWAY GEYSER PARKING AREA.
 PY0771'CONTINUE AHEAD FOR 2.2 KM (1.35 MI) TO A GRAVEL ROAD RIGHT AT TRAIL
 PY0771'HEAD SIGN.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15 MI) TO A
 PY0771'LOCKED POLE GATE AT BRIDGE AND THE STATION ON THE RIGHT.
 PY0771'
 PY0771'THE STATION IS A STANDARD NGS DISK
 PY0771'STAMPED---THERMAL 1987---,
 PY0771'SET INTO A DRILL HOLE IN THE BEDROCK FLUSH WITH GROUND.  LOCATED
 PY0771'13.1 METERS (43.0 FT) EAST-NORTHEAST FROM BENCH MARK C 10 WHICH
 PY0771'IS IN THE SOUTHWEST WINGWALL OF BRIDGE,
 PY0771'10.9 METERS (35.8 FT) NORTH FROM THE POLE GATEPOST,
 PY0771'9.1 METERS (29.9 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 PY0771'OLD ROAD, 0.5 METERS BELOW THE ROAD,
 PY0771'6.8 METERS (22.3 FT) EAST FROM THE SOUTH END OF BRIDGE GIRDER AT
 PY0771'ABUTMENT,
 PY0771'6.5 METERS (21.3 FT) SOUTHEAST FROM THE RIVERBANK AND 1 METER ABOVE
 PY0771'THE RIVERBANK.
 PY0771'
 PY0771'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY0771'
 PY0771'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0771'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0771'
 PY0771'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0771'
 PY0771'DESCRIBED BY G.R. HEID.
 PY0771
 PY0771                          STATION RECOVERY (1987)
 PY0771
 PY0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0771'18.2 KM (11.30 MI) SOUTH FROM MADISON JUNCTION.
 PY0771'18.0 KM (11.20 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB
 PY0771'HIGHWAY FROM THE JUNCTION OF MADISON JUNCTION-WEST YELLOWSTONE
 PY0771'HIGHWAY IN MADISON JUNCTION, THENCE 0.2 KM (0.10 MI) NORTHWEST ALONG
 PY0771'A DIRT ROAD, IN AN EXPOSED AREA OF BEDROCK ALONG THE EAST BANK OF THE
 PY0771'FIREHOLE RIVER, 13.1 M (43.0 FT) EAST-NORTHEAST OF BENCH MARK C 10,
 PY0771'10.9 KM (6.75 MI) NORTH OF THE NORTH END OF A PIPE BARRICADE, 9.1 M
 PY0771'(29.9 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 6.8 M (22.3
 PY0771'FT) SOUTHEAST OF THE SOUTHEAST END OF A BRIDGE.
 PY0771'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0004 ***********************************************************************
 OW0004  DESIGNATION -  THERMOPOLIS
 OW0004  PID         -  OW0004
 OW0004  STATE/COUNTY-  WY/HOT SPRINGS
 OW0004  USGS QUAD   -  THERMOPOLIS (1960)
 OW0004
 OW0004                         *CURRENT SURVEY CONTROL
 OW0004  ___________________________________________________________________
 OW0004* NAD 83(1986)-  43 38 51.     (N)    108 12 35.     (W)     SCALED    
 OW0004* NAVD 88     -      1319.288  (meters)    4328.36   (feet)  ADJUSTED  
 OW0004  ___________________________________________________________________
 OW0004  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 OW0004  DYNAMIC HT  -        1318.610 (meters)    4326.14  (feet)  COMP
 OW0004  MODELED GRAV-     980,059.8   (mgal)                       NAVD 88
 OW0004  OBS GRAVITY -     980,062.9   (mgal)                       GRAV_OBS
 OW0004
 OW0004  VERT ORDER  -  FIRST     CLASS II
 OW0004
 OW0004.The horizontal coordinates were scaled from a topographic map and have
 OW0004.an estimated accuracy of +/- 6 seconds.
 OW0004
 OW0004.The orthometric height was determined by differential leveling
 OW0004.and adjusted by the National Geodetic Survey in June 1991..
 OW0004
 OW0004.The geoid height was determined by GEOID03.
 OW0004
 OW0004.The dynamic height is computed by dividing the NAVD 88
 OW0004.geopotential number by the normal gravity value computed on the
 OW0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0004.degrees latitude (g = 980.6199 gals.).
 OW0004
 OW0004.The modeled gravity was interpolated from observed gravity values.
 OW0004.The observed gravity was obtained from relative gravimeter ties
 OW0004.to the IGSN71 gravity network.
 OW0004
 OW0004;                    North         East    Units  Estimated Accuracy
 OW0004;SPC WYWC     -   349,730.      643,590.      MT  (+/- 180 meters Scaled)
 OW0004
 OW0004                          SUPERSEDED SURVEY CONTROL
 OW0004
 OW0004  NGVD 29 (06/08/92) 1318.458  (m)         4325.64   (f) ADJUSTED    1 2
 OW0004
 OW0004.Superseded values are not recommended for survey control.
 OW0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0004.See file dsdata.txt to determine how the superseded data were derived.
 OW0004
 OW0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP250365(NAD 83)
 OW0004_MARKER: DB = BENCH MARK DISK
 OW0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0004_SP_SET: MANHOLE
 OW0004_STAMPING: 4325.126 THERMOPOLIS 1932
 OW0004_MARK LOGO: CGS   
 OW0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OW0004+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2001
 OW0004
 OW0004  HISTORY     - Date     Condition        Report By
 OW0004  HISTORY     - 1932     MONUMENTED       CGS
 OW0004  HISTORY     - 1957     GOOD             USGS
 OW0004  HISTORY     - 1982     GOOD             NGS
 OW0004  HISTORY     - 20010720 GOOD             NGS
 OW0004
 OW0004                          STATION DESCRIPTION
 OW0004
 OW0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 OW0004'IN THERMOPOLIS.
 OW0004'AT THERMOPOLIS, HOT SPRINGS COUNTY, AT THE REAR OF THE POST OFFICE,
 OW0004'AND IN THE TOP OF THE CONCRETE MANHOLE.  A STAMPED DISK, 4325.126
 OW0004'THERMOPOLIS 1932.
 OW0004
 OW0004                          STATION RECOVERY (1957)
 OW0004
 OW0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OW0004'RECOVERED IN GOOD CONDITION.
 OW0004
 OW0004                          STATION RECOVERY (1982)
 OW0004
 OW0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0004'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN THERMOPOLIS,
 OW0004'AT THE INTERSECTION OF FIFTH AND ARAPAHOE STREETS, IN TOP OF THE
 OW0004'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A MANHOLE AT THE
 OW0004'NORTHWEST CORNER OF THE POST OFFICE, 22.0 METERS (72.2 FT) EAST OF THE
 OW0004'CENTER OF ARAPAHOE STREET, 6.6 METERS (21.7 FT) SOUTHEAST OF BENCH
 OW0004'MARK THERMOPOLIS RESET 1963 USGS, 2.2 METERS (7.2 FT) EAST OF THE
 OW0004'NORTHWEST CORNER OF THE POST OFFICE AND 0.1 METER (0.3 FT) NORTH OF
 OW0004'THE NORTH FACE OF THE BUILDING.
 OW0004'THE MARK IS ABOVE LEVEL WITH A DRIVEWAY.
 OW0004
 OW0004                          STATION RECOVERY (2001)
 OW0004
 OW0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 OW0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0244 ***********************************************************************
 OW0244  DESIGNATION -  THERMOPOLIS
 OW0244  PID         -  OW0244
 OW0244  STATE/COUNTY-  WY/HOT SPRINGS
 OW0244  USGS QUAD   -  THERMOPOLIS (1960)
 OW0244
 OW0244                         *CURRENT SURVEY CONTROL
 OW0244  ___________________________________________________________________
 OW0244* NAD 83(1993)-  43 39 41.88823(N)    108 13 11.80351(W)     ADJUSTED  
 OW0244* NAVD 88     -      1525.6    (meters)    5005.     (feet)  VERTCON   
 OW0244  ___________________________________________________________________
 OW0244  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 OW0244  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 OW0244
 OW0244  HORZ ORDER  -  SECOND
 OW0244
 OW0244.The horizontal coordinates were established by classical geodetic methods
 OW0244.and adjusted by the National Geodetic Survey in January 1997..
 OW0244
 OW0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0244
 OW0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0244
 OW0244.The geoid height was determined by GEOID03.
 OW0244
 OW0244;                    North         East     Units Scale Factor Converg.
 OW0244;SPC WYWC     -   351,292.893   642,751.881   MT  0.99995997   +0 21 57.4
 OW0244;UTM  12      - 4,838,048.567   724,155.428   MT  1.00021807   +1 55 12.5
 OW0244
 OW0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0244!SPC WYWC     -   0.99976286  x   0.99995997  =   0.99972284
 OW0244!UTM  12      -   0.99976286  x   1.00021807  =   0.99998088
 OW0244
 OW0244:                Primary Azimuth Mark                     Grid Az
 OW0244:SPC WYWC     -  THERMOPOLIS AZ MK                        147 31 24.0
 OW0244:UTM  12      -  THERMOPOLIS AZ MK                        145 58 08.9
 OW0244
 OW0244|---------------------------------------------------------------------|
 OW0244| PID    Reference Object                     Distance      Geod. Az  |
 OW0244|                                                           dddmmss.s |
 OW0244| CP5923 THERMOPOLIS AZ MK                                  1475321.4 |
 OW0244| CP5924 THERMOPOLIS RM 1                     17.650 METERS 22410     |
 OW0244| CP5925 THERMOPOLIS RM 2                      5.322 METERS 33120     |
 OW0244|---------------------------------------------------------------------|
 OW0244
 OW0244                          SUPERSEDED SURVEY CONTROL
 OW0244
 OW0244  NAD 83(1986)-  43 39 41.87432(N)    108 13 11.80817(W) AD(       ) 2
 OW0244  NAD 27      -  43 39 42.03600(N)    108 13 09.45200(W) AD(       ) 2
 OW0244  NGVD 29 (11/06/89) 1524.8    (m)         5003.     (f) VERT ANG       
 OW0244
 OW0244.Superseded values are not recommended for survey control.
 OW0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0244.See file dsdata.txt to determine how the superseded data were derived.
 OW0244
 OW0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2415538049(NAD 83)
 OW0244_MARKER: DS = TRIANGULATION STATION DISK
 OW0244_SETTING: 66 = SET IN ROCK OUTCROP
 OW0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0244
 OW0244  HISTORY     - Date     Condition        Report By
 OW0244  HISTORY     - 1936     MONUMENTED       CGS
 OW0244  HISTORY     - 1955     GOOD             CGS
 OW0244  HISTORY     - 1965     GOOD             USGS
 OW0244
 OW0244                          STATION DESCRIPTION
 OW0244
 OW0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0244'ABOUT 1 MILE NORTH-NORTHWEST OF THERMOPOLIS POST OFFICE, ON
 OW0244'HIGHEST POINT OF HIGH RED BUTTE WITH CLIFFS AROUND TOP KNOWN
 OW0244'LOCALLY AS ROUND TOP, AND 56 FEET WEST-SOUTHWEST OF LARGE
 OW0244'ROCK CAIRN.  STATION OVERLOOKS SOUTHEAST PART OF THERMOPOLIS.
 OW0244'TO REACH FROM THERMOPOLIS POST OFFICE, GO NORTH ON FIRST
 OW0244'STREET EAST OF POST OFFICE, PAST WEST SIDE OF FAIR GROUNDS,
 OW0244'AND UP HILL TO CROSS ROAD AT SOUTH SIDE OF AIRPORT, 1.1
 OW0244'MILES.  TURN LEFT AND GO WEST ALONG NORTH SIDE OF CEMETERY
 OW0244'AND CONTINUE AROUND TO END OF ROAD AT BASE OF BUTTE ON ITS
 OW0244'SOUTHWEST SIDE, 0.6 MILE.  FROM HERE GRADED TRAIL LEADS TO
 OW0244'TOP OF BUTTE AND STATION.  TEN-MINUTE PACK.  STATION MARKED
 OW0244'BY STANDARD DISK IN ROCK OUTCROP WHICH PROJECTS SEVERAL
 OW0244'INCHES.  REFERENCE MARKS ARE STANDARD DISKS IN ROCK OUTCROPS
 OW0244'WHICH PROJECT SEVERAL INCHES.  NO. 1 IS 17.650 METERS
 OW0244'(57.91 FEET) SOUTHWEST FROM STATION S 44 DEG 10 MIN W.
 OW0244'AND NO. 2 IS 5.322 METERS (17.46 FEET) NORTHWEST
 OW0244'N 28 DEG 40 MIN W.  DISTANCE BETWEEN REFERENCE
 OW0244'MARKS IS 19.880 METERS (65.22 FEET).  AZIMUTH MARK IS
 OW0244'PROBABLY STANDARD DISK ON NORTHWEST CORNER OF CONCRETE
 OW0244'BASE OF STREET LIGHT SET IN CIRCULAR PARK IN MIDDLE OF MAIN
 OW0244'STREET OF THERMOPOLIS, ABOUT 120 FEET WEST OF C.B. AND
 OW0244'Q. RAILROAD TRACK AT GRADE CROSSING 1/2 BLOCK SOUTH OF
 OW0244'DEPOT, AND ABOUT 1-1/2 MILES SOUTHEAST OF STATION
 OW0244'S 32 DEG 07 MIN E.  BEARING FROM STATION TO
 OW0244'THERMOPOLIS, PUBLIC SCHOOL, CUPOLA
 OW0244'IS S 05 DEG 46 E.
 OW0244
 OW0244                          STATION RECOVERY (1955)
 OW0244
 OW0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OW0244'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 OW0244'AND FOUND TO BE IN GOOD CONDITION.
 OW0244'
 OW0244'THE STATION WAS NOT OCCUPIED.  LIGHTS WERE SHOWN FROM THE
 OW0244'STATION TO TRIANGULATION STATIONS LUCERNE 1936 AND LUCERNE
 OW0244'2 1955, ONLY.
 OW0244
 OW0244                          STATION RECOVERY (1965)
 OW0244
 OW0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OW0244'STATION MARK--STANDARD USC AND GS DISK SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0023 ***********************************************************************
 OW0023  DESIGNATION -  THERMOPOLIS AIRPORT
 OW0023  PID         -  OW0023
 OW0023  STATE/COUNTY-  WY/HOT SPRINGS
 OW0023  USGS QUAD   -  THERMOPOLIS (1960)
 OW0023
 OW0023                         *CURRENT SURVEY CONTROL
 OW0023  ___________________________________________________________________
 OW0023* NAD 83(1986)-  43 39 44.     (N)    108 12 32.     (W)     SCALED    
 OW0023* NAVD 88     -      1382.926  (meters)    4537.15   (feet)  ADJUSTED  
 OW0023  ___________________________________________________________________
 OW0023  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 OW0023  DYNAMIC HT  -        1382.223 (meters)    4534.84  (feet)  COMP
 OW0023  MODELED GRAV-     980,063.4   (mgal)                       NAVD 88
 OW0023
 OW0023  VERT ORDER  -  SECOND    CLASS 0
 OW0023
 OW0023.The horizontal coordinates were scaled from a topographic map and have
 OW0023.an estimated accuracy of +/- 6 seconds.
 OW0023
 OW0023.The orthometric height was determined by differential leveling
 OW0023.and adjusted by the National Geodetic Survey in June 1991..
 OW0023
 OW0023.The geoid height was determined by GEOID03.
 OW0023
 OW0023.The dynamic height is computed by dividing the NAVD 88
 OW0023.geopotential number by the normal gravity value computed on the
 OW0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0023.degrees latitude (g = 980.6199 gals.).
 OW0023
 OW0023.The modeled gravity was interpolated from observed gravity values.
 OW0023
 OW0023;                    North         East    Units  Estimated Accuracy
 OW0023;SPC WYWC     -   351,360.      643,640.      MT  (+/- 180 meters Scaled)
 OW0023
 OW0023                          SUPERSEDED SURVEY CONTROL
 OW0023
 OW0023  NGVD 29 (??/??/92) 1382.128  (m)         4534.53   (f) ADJ UNCH    2 0
 OW0023
 OW0023.Superseded values are not recommended for survey control.
 OW0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0023.See file dsdata.txt to determine how the superseded data were derived.
 OW0023
 OW0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP250381(NAD 83)
 OW0023_MARKER: P = PIPE CAP
 OW0023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OW0023_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OW0023_STAMPING: THERMOPOLIS AIRPORT 1937
 OW0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0023
 OW0023  HISTORY     - Date     Condition        Report By
 OW0023  HISTORY     - 1937     MONUMENTED       CGS
 OW0023
 OW0023                          STATION DESCRIPTION
 OW0023
 OW0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 OW0023'1.2 MI N FROM THERMOPOLIS.
 OW0023'ABOUT 1.2 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT
 OW0023'THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 1 MILE NORTHWEST OF THE COUNTY
 OW0023'HIGH SCHOOL, AT THE AIRPORT, ABOUT 0.4 MILE SOUTHWEST OF THE EAST
 OW0023'ENTRANCE, ABOUT 0.2 MILE NORTH OF A SOUTH BOUNDARY FENCE LINE, AND 25
 OW0023'FEET SOUTH OF THE SOUTHEAST CORNER OF A HANGAR.  A STANDARD DISK,
 OW0023'STAMPED THERMOPOLIS AIRPORT 1937 AND SET IN THE TOP OF AN 8-INCH IRON
 OW0023'PIPE FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0243 ***********************************************************************
 OW0243  DESIGNATION -  THERMOPOLIS PUB SCHOOL CUPOLA
 OW0243  PID         -  OW0243
 OW0243  STATE/COUNTY-  WY/HOT SPRINGS
 OW0243  USGS QUAD   -  THERMOPOLIS (1960)
 OW0243
 OW0243                         *CURRENT SURVEY CONTROL
 OW0243  ___________________________________________________________________
 OW0243* NAD 83(1993)-  43 38 44.26290(N)    108 13 03.79944(W)     ADJUSTED  
 OW0243* NAVD 88     -                                                        
 OW0243  ___________________________________________________________________
 OW0243  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 OW0243  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 OW0243
 OW0243  HORZ ORDER  -  THIRD
 OW0243
 OW0243.The horizontal coordinates were established by classical geodetic methods
 OW0243.and adjusted by the National Geodetic Survey in January 1997..
 OW0243
 OW0243
 OW0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0243
 OW0243.The geoid height was determined by GEOID03.
 OW0243
 OW0243;                    North         East     Units Scale Factor Converg.
 OW0243;SPC WYWC     -   349,515.678   642,942.612   MT  0.99996017   +0 22 02.6
 OW0243;UTM  12      - 4,836,276.721   724,394.346   MT  1.00021939   +1 55 16.0
 OW0243
 OW0243                          SUPERSEDED SURVEY CONTROL
 OW0243
 OW0243  NAD 83(1986)-  43 38 44.24908(N)    108 13 03.80380(W) AD(       ) 4
 OW0243  NAD 27      -  43 38 44.41000(N)    108 13 01.44800(W) AD(       ) 3
 OW0243
 OW0243.Superseded values are not recommended for survey control.
 OW0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0243.See file dsdata.txt to determine how the superseded data were derived.
 OW0243
 OW0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP2439436277(NAD 83)
 OW0243_MARKER: 86 = CUPOLA
 OW0243
 OW0243  HISTORY     - Date     Condition        Report By
 OW0243  HISTORY     - 1943     FIRST OBSERVED   CGS
 OW0243
 OW0243                          STATION DESCRIPTION
 OW0243
 OW0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (COS)
 OW0243'THE SCHOOL BUILDING HAS BEEN TORN DOWN.  LOCAL SCHOOL OFFICIALS
 OW0243'CAN SHOW, WITHIN A FEW FEET, FORMER POSITION OF CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0203 ***********************************************************************
 OW0203  DESIGNATION -  THERMOPOLIS RESET
 OW0203  PID         -  OW0203
 OW0203  STATE/COUNTY-  WY/HOT SPRINGS
 OW0203  USGS QUAD   -  THERMOPOLIS (1960)
 OW0203
 OW0203                         *CURRENT SURVEY CONTROL
 OW0203  ___________________________________________________________________
 OW0203* NAD 83(1986)-  43 38 51.     (N)    108 12 36.     (W)     SCALED    
 OW0203* NAVD 88     -      1319.053  (meters)    4327.59   (feet)  ADJUSTED  
 OW0203  ___________________________________________________________________
 OW0203  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 OW0203  DYNAMIC HT  -        1318.375 (meters)    4325.37  (feet)  COMP
 OW0203  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 OW0203  OBS GRAVITY -     980,063.4   (mgal)                       GRAV_OBS
 OW0203
 OW0203  VERT ORDER  -  FIRST     CLASS II
 OW0203
 OW0203.The horizontal coordinates were scaled from a topographic map and have
 OW0203.an estimated accuracy of +/- 6 seconds.
 OW0203
 OW0203.The orthometric height was determined by differential leveling
 OW0203.and adjusted by the National Geodetic Survey in June 1991..
 OW0203
 OW0203.The geoid height was determined by GEOID03.
 OW0203
 OW0203.The dynamic height is computed by dividing the NAVD 88
 OW0203.geopotential number by the normal gravity value computed on the
 OW0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0203.degrees latitude (g = 980.6199 gals.).
 OW0203
 OW0203.The modeled gravity was interpolated from observed gravity values.
 OW0203.The observed gravity was obtained from relative gravimeter ties
 OW0203.to the IGSN71 gravity network.
 OW0203
 OW0203;                    North         East    Units  Estimated Accuracy
 OW0203;SPC WYWC     -   349,730.      643,560.      MT  (+/- 180 meters Scaled)
 OW0203
 OW0203                          SUPERSEDED SURVEY CONTROL
 OW0203
 OW0203  NGVD 29 (06/08/92) 1318.224  (m)         4324.87   (f) ADJUSTED    1 2
 OW0203
 OW0203.Superseded values are not recommended for survey control.
 OW0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0203.See file dsdata.txt to determine how the superseded data were derived.
 OW0203
 OW0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP250365(NAD 83)
 OW0203_MARKER: DB = BENCH MARK DISK
 OW0203_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OW0203_SP_SET: CURB
 OW0203_STAMPING: THERMOPOLIS 1932 RESET 1963 U.S.G.S. B.M.
 OW0203_MARK LOGO: USGS  
 OW0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0203
 OW0203  HISTORY     - Date     Condition        Report By
 OW0203  HISTORY     - 1963     MONUMENTED       USGS
 OW0203  HISTORY     - 1982     GOOD             NGS
 OW0203  HISTORY     - 20010720 MARK NOT FOUND   NGS
 OW0203
 OW0203                          STATION DESCRIPTION
 OW0203
 OW0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0203'IN THERMOPOLIS.
 OW0203'IN THERMOPOLIS, AT THE INTERSECTION OF FIFTH AND ARAPAHOE STREETS, IN
 OW0203'TOP OF THE SOUTH CURB OF THE DRIVEWAY AT THE REAR OF THE POST OFFICE,
 OW0203'15.4 METERS (50.5 FT) EAST OF THE CENTER OF ARAPAHOE STREET, 7.0
 OW0203'METERS (23.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE POST OFFICE,
 OW0203'6.6 METERS (21.7 FT) SOUTHEAST OF BENCH MARK THERMOPOLIS, 0.3 METERS
 OW0203'(1.0 FT) SOUTH OF THE SOUTH CURB OF THE DRIVEWAY AND 0.3 METER (1.0
 OW0203'FT) EAST OF THE EAST CURB OF THE SIDEWALK.
 OW0203'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 OW0203
 OW0203                          STATION RECOVERY (2001)
 OW0203
 OW0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 OW0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0502 ***********************************************************************
 PX0502  DESIGNATION -  THIEF
 PX0502  PID         -  PX0502
 PX0502  STATE/COUNTY-  WY/PARK
 PX0502  USGS QUAD   -  DEEP LAKE (1991)
 PX0502
 PX0502                         *CURRENT SURVEY CONTROL
 PX0502  ___________________________________________________________________
 PX0502* NAD 83(1993)-  44 52 51.13544(N)    109 25 45.09981(W)     ADJUSTED  
 PX0502* NAVD 88     -      3215.2    (meters)   10549.     (feet)  VERTCON   
 PX0502  ___________________________________________________________________
 PX0502  LAPLACE CORR-         -19.57  (seconds)                    DEFLEC99
 PX0502  GEOID HEIGHT-          -9.20  (meters)                     GEOID03
 PX0502
 PX0502  HORZ ORDER  -  THIRD
 PX0502
 PX0502.The horizontal coordinates were established by classical geodetic methods
 PX0502.and adjusted by the National Geodetic Survey in January 1997..
 PX0502
 PX0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0502
 PX0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0502
 PX0502.The geoid height was determined by GEOID03.
 PX0502
 PX0502;                    North         East     Units Scale Factor Converg.
 PX0502;SPC WYWC     -   486,850.757   546,340.163   MT  0.99997289   -0 28 45.4
 PX0502;UTM  12      - 4,970,916.964   624,059.876   MT  0.99978926   +1 06 30.8
 PX0502
 PX0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0502!SPC WYWC     -   0.99949759  x   0.99997289  =   0.99947050
 PX0502!UTM  12      -   0.99949759  x   0.99978926  =   0.99928696
 PX0502
 PX0502:                Primary Azimuth Mark                     Grid Az
 PX0502:SPC WYWC     -  CYCLONE                                  104 29 48.6
 PX0502:UTM  12      -  CYCLONE                                  102 54 32.4
 PX0502
 PX0502|---------------------------------------------------------------------|
 PX0502| PID    Reference Object                     Distance      Geod. Az  |
 PX0502|                                                           dddmmss.s |
 PX0502| PX0482 CYCLONE                             APPROX. 6.4 KM 1040103.2 |
 PX0502|---------------------------------------------------------------------|
 PX0502
 PX0502                          SUPERSEDED SURVEY CONTROL
 PX0502
 PX0502  NAD 83(1993)-  44 52 51.12665(N)    109 25 45.08024(W) AD(       ) 3
 PX0502  NAD 83(1986)-  44 52 51.12219(N)    109 25 45.07349(W) AD(       ) 3
 PX0502  NGVD 29 (09/11/89) 3213.8    (m)        10544.     (f) VERT ANG       
 PX0502
 PX0502.Superseded values are not recommended for survey control.
 PX0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0502.See file dsdata.txt to determine how the superseded data were derived.
 PX0502
 PX0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2406070917(NAD 83)
 PX0502_MARKER: DS = TRIANGULATION STATION DISK
 PX0502_SETTING: 0 = UNSPECIFIED SETTING
 PX0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0502
 PX0502  HISTORY     - Date     Condition        Report By
 PX0502  HISTORY     - 1947     MONUMENTED       USGS
 PX0502
 PX0502                          STATION DESCRIPTION
 PX0502
 PX0502'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0502'LOCATED ABOUT 2.5 MI. S. OF CAMP SAWTOOTH ON THE HIGHEST POINT ON THE
 PX0502'DIVIDE BETWEEN THE DRAINAGE INTO THE DEEPLAKE AREA ON THE NE. AND
 PX0502'THE DRAINAGE INTO CLARKFORK OF THE YELLOWSTONE RIVER TO THE SW. ABOUT
 PX0502'1.3 MI. SW. OF DEEP LAKE.  STATION IS LOCATED ON THE S. END OF A SMALL
 PX0502'ROCKY LEDGE WHICH BEGINS AT THE N. END OF A SMOOTH BARE MOUNTAIN AND
 PX0502'EXTENDS DYKE-LIKE DOWN TOWARD SAWTOOTH MOUNTAIN.
 PX0502'
 PX0502'TO REACH FROM REDLODGE, MONTANA, FOLLOW THE COOKE CITY HIGHWAY FOR
 PX0502'ABOUT 45 MI. TO A PACK TRAIL SE. ALONG THE DIVIDE.  FOLLOW THIS PACK
 PX0502'TRAIL AROUND THE W. END OF SAWTOOTH MOUNTAIN TO CAMP SAWTOOTH.  HERE
 PX0502'A WELL DEFINED TRAIL LEADS SE. TOWARD THE STATION.  FOLLOW TRAIL TO A
 PX0502'POINT JUST W. OF THE HIGHEST MOUNTAIN ON WHICH THE STATION IS LOCATED
 PX0502'LEAVE TRAIL AND WORK WAY TO TOP OF RIDGE AND FOLLOW RIDGE TO EXTREME
 PX0502'N., END AND ROCK LEDGE.  STATION IS LOCATED ON HIGHEST POINT.  HORSES
 PX0502'CAN BE USED TO PACK TO THIS STATION. IT IS A TWO DAY PACK TRIP FROM
 PX0502'THE COOKE CITY HIGHWAY.  DUDE HORSES ARE SOMETIMES AVAILABLE AT CAMP
 PX0502'SAWTOOTH, OTHERWISE THEY MUST BE RIDDEN OR TRUCKED FROM REDLODGE OR
 PX0502'COOKE CITY.
 PX0502'
 PX0502'STATION MARK - STANDARD STATION TABLET STAMPED---THIEF 1947 VABM
 PX0502'10544--- CEMENTED IN EMBEDDED GRANITE ROCK.
 PX0502'
 PX0502'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1---
 PX0502'CEMENTED IN EMBEDDED GRANITE ROCK 34.88 FT. FROM STATION IN TRUE
 PX0502'AZIMUTH 249 DEGREES 05 MINUTES.
 PX0502'
 PX0502'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED---REF 2---
 PX0502'CEMENTED IN GRANITE LEDGE 18.59 FT. FROM STATION N 28 DEGREES
 PX0502'48 MINUTES NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0448 ***********************************************************************
 OW0448  DESIGNATION -  THIMBLE
 OW0448  PID         -  OW0448
 OW0448  STATE/COUNTY-  WY/FREMONT
 OW0448  USGS QUAD   -  MULE BUTTE (1978)
 OW0448
 OW0448                         *CURRENT SURVEY CONTROL
 OW0448  ___________________________________________________________________
 OW0448* NAD 83(1993)-  43 01 48.32350(N)    108 37 46.85379(W)     ADJUSTED  
 OW0448* NAVD 88     -      1678.6    (meters)    5507.     (feet)  VERTCON   
 OW0448  ___________________________________________________________________
 OW0448  LAPLACE CORR-         -11.64  (seconds)                    DEFLEC99
 OW0448  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 OW0448
 OW0448  HORZ ORDER  -  THIRD
 OW0448
 OW0448.The horizontal coordinates were established by classical geodetic methods
 OW0448.and adjusted by the National Geodetic Survey in January 1997..
 OW0448
 OW0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0448
 OW0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0448
 OW0448.The geoid height was determined by GEOID03.
 OW0448
 OW0448;                    North         East     Units Scale Factor Converg.
 OW0448;SPC WYWC     -   281,003.369   609,805.477   MT  0.99993868   +0 04 55.6
 OW0448;UTM  12      - 4,766,882.801   693,110.319   MT  1.00005878   +1 37 04.7
 OW0448
 OW0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0448!SPC WYWC     -   0.99973888  x   0.99993868  =   0.99967758
 OW0448!UTM  12      -   0.99973888  x   1.00005878  =   0.99979764
 OW0448
 OW0448:                Primary Azimuth Mark                     Grid Az
 OW0448:SPC WYWC     -  NOSE                                     181 45 28.0
 OW0448:UTM  12      -  NOSE                                     180 13 18.9
 OW0448
 OW0448|---------------------------------------------------------------------|
 OW0448| PID    Reference Object                     Distance      Geod. Az  |
 OW0448|                                                           dddmmss.s |
 OW0448| OW0431 NOSE                                APPROX. 2.3 KM 1815023.6 |
 OW0448|---------------------------------------------------------------------|
 OW0448
 OW0448                          SUPERSEDED SURVEY CONTROL
 OW0448
 OW0448  NAD 83(1986)-  43 01 48.30671(N)    108 37 46.86310(W) AD(       ) 3
 OW0448  NGVD 29 (11/06/89) 1677.6    (m)         5504.     (f) VERT ANG       
 OW0448
 OW0448.Superseded values are not recommended for survey control.
 OW0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0448.See file dsdata.txt to determine how the superseded data were derived.
 OW0448
 OW0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9311066883(NAD 83)
 OW0448_MARKER: DD = SURVEY DISK
 OW0448_SETTING: 0 = UNSPECIFIED SETTING
 OW0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0448
 OW0448  HISTORY     - Date     Condition        Report By
 OW0448  HISTORY     - 1948     MONUMENTED       USGS
 OW0448
 OW0448                          STATION DESCRIPTION
 OW0448
 OW0448'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0448'STATION LOCATED ABOUT 8.0 MI. SSE. OF KINNEAR POST OFFICE, ABOUT 7.0
 OW0448'MI. ENE. OF ST. MICHAEL MISSION IN ETHETE, ABOUT 3.0 MI. SW. OF WIND
 OW0448'RIVER, ABOUT 2.5 MI. NE. OF LITTLE WIND RIVER, AND ON A THIMBLE-SHAPED
 OW0448'SMALL TOP ON THE S. EDGE OF HIGH DIVIDING MESA BETWEEN TWO RIVERS.
 OW0448'LOCATED APPROXIMATELY IN SEC. 28, T 1 N, R 2 E.
 OW0448'
 OW0448'TO REACH FROM NW. CORNER OF ST. MICHAEL MISSION IN ETHETE, GO ESE.
 OW0448'12.0 MI. ON WELL-TRAVELED GRADED RD. TO LITTLE WIND RIVER BRIDGE,
 OW0448'CONTINUE STRAIGHT AHEAD 0.1 MI., CROSSING CANAL BRIDGE, TURN LEFT ON
 OW0448'CANAL RD. AND GO 2.9 MI. NW. TO TRACK Y-FORK ON RIGHT.  THIS POINT IS
 OW0448'ON N. SIDE OF ANGLE IN FENCE LINE AT TOE OF SLOPE OF HIGHER MESA.
 OW0448'TURN RIGHT AND TAKE TRACK FORK NE. 1.3 MI. TO TOP OF HIGH MESA AND
 OW0448'TO TRACK CROSSROADS, CONTINUE STRAIGHT AHEAD NE. 1.0 MI. TO TRACK
 OW0448'CROSSROADS, TURN LEFT AND GO NW. 2.7 MI. TO POINT BETWEEN TWO
 OW0448'THIMBLE-LIKE SMALL TOPS, TURN LEFT ACROSS COUNTRY AND DRIVE 0.5 MI. S.
 OW0448'TO TOP OF SMALL THIMBLE SHAPED TOP AND STATION.
 OW0448'
 OW0448'STATION MARK--STANDARD USGS TABLET STAMPED---THIMBLE 1948 TJW--- AND
 OW0448'SET IN CONCRETE MONUMENT PROJECTING 0.1 FT. ABOVE GROUND.
 OW0448'
 OW0448'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET STAMPED
 OW0448'---THIMBLE NO. 1 1948 TJW---, SET IN CONCRETE MONUMENT, PROJECTING
 OW0448'0.1 FT. ABOVE GROUND, 46.35 FT. ESE. OF STATION, N 49
 OW0448'DEGREES 36 MINUTES, NW.
 OW0448'
 OW0448'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET STAMPED
 OW0448'---THIMBLE NO. 2 1948 TJW---, SET IN CONCRETE MONUMENT, PROJECTING
 OW0448'0.1 FT. ABOVE GROUND, 24.10 FT. WSW. OF STATION, N 79 DEGREES
 OW0448'38 MINUTES, NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0448 ***********************************************************************
 PX0448  DESIGNATION -  THOROFARE ET
 PX0448  PID         -  PX0448
 PX0448  STATE/COUNTY-  WY/PARK
 PX0448  USGS QUAD   -  THOROFARE PLATEAU (1996)
 PX0448
 PX0448                         *CURRENT SURVEY CONTROL
 PX0448  ___________________________________________________________________
 PX0448* NAD 83(1993)-  44 04 22.74666(N)    109 58 39.03960(W)     ADJUSTED  
 PX0448* NAVD 88     -      3302.8    (meters)   10836.     (feet)  VERTCON   
 PX0448  ___________________________________________________________________
 PX0448  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 PX0448  GEOID HEIGHT-          -7.24  (meters)                     GEOID03
 PX0448
 PX0448  HORZ ORDER  -  THIRD
 PX0448
 PX0448.The horizontal coordinates were established by classical geodetic methods
 PX0448.and adjusted by the National Geodetic Survey in January 1997..
 PX0448
 PX0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0448
 PX0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0448
 PX0448.The geoid height was determined by GEOID03.
 PX0448
 PX0448;                    North         East     Units Scale Factor Converg.
 PX0448;SPC WYWC     -   397,591.109   501,672.675   MT  1.00005637   -0 51 14.0
 PX0448;UTM  12      - 4,880,487.395   581,876.736   MT  0.99968245   +0 42 40.5
 PX0448
 PX0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0448!SPC WYWC     -   0.99948351  x   1.00005637  =   0.99953986
 PX0448!UTM  12      -   0.99948351  x   0.99968245  =   0.99916613
 PX0448
 PX0448:                Primary Azimuth Mark                     Grid Az
 PX0448:SPC WYWC     -  JAY ET                                   197 19 19.0
 PX0448:UTM  12      -  JAY ET                                   195 45 24.5
 PX0448
 PX0448|---------------------------------------------------------------------|
 PX0448| PID    Reference Object                     Distance      Geod. Az  |
 PX0448|                                                           dddmmss.s |
 PX0448| OX0758 JAY ET                              APPROX.11.7 KM 1962805.0 |
 PX0448|---------------------------------------------------------------------|
 PX0448
 PX0448                          SUPERSEDED SURVEY CONTROL
 PX0448
 PX0448  NAD 83(1993)-  44 04 22.74028(N)    109 58 39.03300(W) AD(       ) 3
 PX0448  NAD 83(1986)-  44 04 22.73554(N)    109 58 39.02458(W) AD(       ) 3
 PX0448  NAD 27      -  44 04 22.93310(N)    109 58 36.33572(W) AD(       ) 3
 PX0448  NGVD 29 (07/19/86) 3301.3    (m)        10831.     (f) VERT ANG       
 PX0448
 PX0448.Superseded values are not recommended for survey control.
 PX0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0448.See file dsdata.txt to determine how the superseded data were derived.
 PX0448
 PX0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP8187780487(NAD 83)
 PX0448_MARKER: DD = SURVEY DISK
 PX0448_SETTING: 66 = SET IN ROCK OUTCROP
 PX0448_SP_SET: SET IN ROCK OUTCROP
 PX0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0448+STABILITY: POSITION/ELEVATION WELL
 PX0448
 PX0448  HISTORY     - Date     Condition        Report By
 PX0448  HISTORY     - 1958     MONUMENTED       USGS
 PX0448
 PX0448                          STATION DESCRIPTION
 PX0448
 PX0448'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PX0448'LOCATED ABOUT 34 MI. E. OF THE S. ENTRANCE OF THE PARK AND ABOUT 40
 PX0448'MI. S-SE. OF FISHING BRIDGE, ON A ROUNDED TOP ON A BALD E-W. RIDGE.
 PX0448'
 PX0448'STATION REACHED VIA HELICOPTER.
 PX0448'
 PX0448'STATION MARK--STANDARD TABLET, STAMPED ---THOROFARE-ET 1958---,
 PX0448'CEMENTED IN ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0318 ***********************************************************************
 PX0318  DESIGNATION -  THUMPER
 PX0318  PID         -  PX0318
 PX0318  STATE/COUNTY-  WY/BIG HORN
 PX0318  USGS QUAD   -  EMBLEM SE (1966)
 PX0318
 PX0318                         *CURRENT SURVEY CONTROL
 PX0318  ___________________________________________________________________
 PX0318* NAD 83(1993)-  44 32 51.26211(N)    108 18 34.61496(W)     ADJUSTED  
 PX0318* NAVD 88     -      1330.0    (meters)    4364.     (feet)  VERTCON   
 PX0318  ___________________________________________________________________
 PX0318  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 PX0318  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 PX0318
 PX0318  HORZ ORDER  -  SECOND
 PX0318
 PX0318.The horizontal coordinates were established by classical geodetic methods
 PX0318.and adjusted by the National Geodetic Survey in January 1997..
 PX0318
 PX0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0318
 PX0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0318
 PX0318.The geoid height was determined by GEOID03.
 PX0318
 PX0318;                    North         East     Units Scale Factor Converg.
 PX0318;SPC WYEC     -   550,054.144   322,424.671   MT  1.00001148   -0 41 05.6
 PX0318;UTM  12      - 4,936,214.510   713,706.894   MT  1.00016167   +1 53 16.9
 PX0318
 PX0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0318!SPC WYEC     -   0.99979358  x   1.00001148  =   0.99980506
 PX0318!UTM  12      -   0.99979358  x   1.00016167  =   0.99995522
 PX0318
 PX0318:                Primary Azimuth Mark                     Grid Az
 PX0318:SPC WYEC     -  THUMPER AZ MK                            142 49 05.0
 PX0318:UTM  12      -  THUMPER AZ MK                            140 14 42.5
 PX0318
 PX0318|---------------------------------------------------------------------|
 PX0318| PID    Reference Object                     Distance      Geod. Az  |
 PX0318|                                                           dddmmss.s |
 PX0318| CQ7470 THUMPER AZ MK                                      1420759.4 |
 PX0318| CQ7471 THUMPER RM 1                          9.295 METERS 15746     |
 PX0318| CQ7472 THUMPER RM 2                          6.915 METERS 25041     |
 PX0318|---------------------------------------------------------------------|
 PX0318
 PX0318                          SUPERSEDED SURVEY CONTROL
 PX0318
 PX0318  NAD 83(1986)-  44 32 51.25254(N)    108 18 34.60971(W) AD(       ) 2
 PX0318  NAD 27      -  44 32 51.41080(N)    108 18 32.21330(W) AD(       ) 2
 PX0318  NGVD 29 (07/19/86) 1329.1    (m)         4361.     (f) VERT ANG       
 PX0318
 PX0318.Superseded values are not recommended for survey control.
 PX0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0318.See file dsdata.txt to determine how the superseded data were derived.
 PX0318
 PX0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ1370736215(NAD 83)
 PX0318_MARKER: DS = TRIANGULATION STATION DISK
 PX0318_SETTING: 66 = SET IN ROCK OUTCROP
 PX0318
 PX0318  HISTORY     - Date     Condition        Report By
 PX0318  HISTORY     - 1957     MONUMENTED       CGS
 PX0318
 PX0318                          STATION DESCRIPTION
 PX0318
 PX0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0318'STATION IS ALONG A DIVIDE SEPARATING THE DRAINAGES OF DRY CREEK
 PX0318'AND LITTLE DRY CREEK, AT THE NORTHWEST TIP OF A LOW RIDGE, ABOUT
 PX0318'13 MILES WEST-NORTHWEST OF GREYBULL, ABOUT 5 MILES EAST-NORTHEAST
 PX0318'OF EMBLEM AND ABOUT 2-1/2 MILES NORTH OF U.S. HIGHWAYS 20 AND 14.
 PX0318'
 PX0318'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 20 AND 14 IN GREYBULL
 PX0318'BY GOING WESTERLY ON THE HIGHWAYS, TOWARD CODY AND LOVELL, FOR
 PX0318'10.2 MILES TO A TRACK ROAD RIGHT, JUST AFTER PASSING SIGNS
 PX0318'ARROWHEAD RESORT AND NASH-DAVIS, ON THE LEFT, BEAR RIGHT, LEAVING
 PX0318'THE MAIN ROAD AND FOLLOW THE TRACK ROAD FOR 0.5 MILE TO A
 PX0318'REVERSE FORK, ON THE LEFT, KEEP STRAIGHT AHEAD, NORTHERLY, FOR
 PX0318'1.2 MILE TO USGS STATION CINDER, ON THE LEFT, KEEP
 PX0318'STRAIGHT AHEAD, NORTHERLY, ON THE MAIN ROAD, FOR 2.8 MILES TO
 PX0318'THE TOP OF A SPUR RIDGE AND TRACKS LEADING RIGHT, (BEAR
 PX0318'RIGHT, LEAVING THE MAIN ROAD AND FOLLOW THE TRACKS, EASTERLY, FOR
 PX0318'0.1 MILE TO SOME LARGE BOULDERS AND AZIMUTH MARK) KEEP STRAIGHT
 PX0318'AHEAD, ON THE MAIN ROAD, FOR ABOUT 50 FEET TO A FORK, KEEP
 PX0318'THE RIGHT FORK, STRAIGHT AHEAD, FOR 0.7 MILE TO A DIRT RESERVOIR
 PX0318'ON THE LEFT, BEAR LEFT, LEAVING THE MAIN ROAD AND FOLLOW A
 PX0318'BLADED TRAIL, WEST AND NORTH-WEST, FOR 0.15 MILE TO SOME
 PX0318'OUTCROPPING ROCKS AND STATION.
 PX0318'
 PX0318'STATION MARK IS A STANDARD DISK, STAMPED THUMPER 1957, CEMENTED
 PX0318'IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK WHICH IS FLUSH
 PX0318'WITH THE GROUND.
 PX0318'
 PX0318'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED THUMPER NO 1 1957,
 PX0318'CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK WHICH
 PX0318'IS FLUSH WITH THE GROUND.
 PX0318'
 PX0318'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED THUMPER NO 2 1957,
 PX0318'CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK WHICH
 PX0318'IS FLUSH WITH THE GROUND.
 PX0318'
 PX0318'AZIMUTH MARK IS A STANDARD DISK, STAMPED THUMPER 1957, CEMENTED
 PX0318'IN A DRILL HOLE, IN THE TOP OF A 10 X 15 FOOT BOULDER WHICH
 PX0318'PROJECTS 3 FEET.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3
 PX0318'FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0589 ***********************************************************************
 NQ0589  DESIGNATION -  TICK
 NQ0589  PID         -  NQ0589
 NQ0589  STATE/COUNTY-  WY/CONVERSE
 NQ0589  USGS QUAD   -  SUNDQUIST RANCH (1974)
 NQ0589
 NQ0589                         *CURRENT SURVEY CONTROL
 NQ0589  ___________________________________________________________________
 NQ0589* NAD 83(1993)-  42 56 43.87428(N)    105 25 39.40421(W)     ADJUSTED  
 NQ0589* NAVD 88     -      1713.7    (meters)    5622.     (feet)  VERTCON   
 NQ0589  ___________________________________________________________________
 NQ0589  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 NQ0589  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 NQ0589
 NQ0589  HORZ ORDER  -  SECOND
 NQ0589
 NQ0589.The horizontal coordinates were established by classical geodetic methods
 NQ0589.and adjusted by the National Geodetic Survey in January 1997..
 NQ0589
 NQ0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0589
 NQ0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0589
 NQ0589.The geoid height was determined by GEOID03.
 NQ0589
 NQ0589;                    North         East     Units Scale Factor Converg.
 NQ0589;SPC WY E     -   271,634.962   178,704.779   MT  0.99994308   -0 10 40.0
 NQ0589;UTM  13      - 4,754,853.675   465,115.227   MT  0.99961497   -0 17 28.8
 NQ0589
 NQ0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0589!SPC WY E     -   0.99973362  x   0.99994308  =   0.99967672
 NQ0589!UTM  13      -   0.99973362  x   0.99961497  =   0.99934870
 NQ0589
 NQ0589|---------------------------------------------------------------------|
 NQ0589| PID    Reference Object                     Distance      Geod. Az  |
 NQ0589|                                                           dddmmss.s |
 NQ0589| CQ4218 TICK RM 3                            14.712 METERS 04309     |
 NQ0589| CQ4215 TICK AZ MK                                         1270524.8 |
 NQ0589| CQ4216 TICK RM 1                            14.286 METERS 26417     |
 NQ0589| CQ4217 TICK RM 2                            14.273 METERS 34804     |
 NQ0589|---------------------------------------------------------------------|
 NQ0589
 NQ0589                          SUPERSEDED SURVEY CONTROL
 NQ0589
 NQ0589  NAD 83(1986)-  42 56 43.85390(N)    105 25 39.38929(W) AD(       ) 2
 NQ0589  NAD 27      -  42 56 43.97000(N)    105 25 37.44100(W) AD(       ) 2
 NQ0589  NGVD 29 (07/19/86) 1712.8    (m)         5619.     (f) VERT ANG       
 NQ0589
 NQ0589.Superseded values are not recommended for survey control.
 NQ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0589.See file dsdata.txt to determine how the superseded data were derived.
 NQ0589
 NQ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6511554854(NAD 83)
 NQ0589_MARKER: DD = SURVEY DISK
 NQ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0589
 NQ0589  HISTORY     - Date     Condition        Report By
 NQ0589  HISTORY     - 1948     MONUMENTED       USGS
 NQ0589
 NQ0589                          STATION DESCRIPTION
 NQ0589
 NQ0589'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0589'THE STATION IS LOCATED IN T. 34 N., R. 71 W., IN THE SOUTHWEST
 NQ0589'1/4 OF SECTION 6, ABOUT 13 MILES AIR LINE NORTHWEST OF DOUGLAS
 NQ0589'AND ABOUT 7.5 MILES AIR LINE NORTHEAST OF ORPHA, ON THE EASTERN
 NQ0589'EDGE AND HIGHEST PART OF A LARGE MESA THAT EXTENDS NORTHWEST AND
 NQ0589'IS THE HIGHEST POINT IN THE VICINITY.  THE STATION IS A U.S.
 NQ0589'GEOLOGICAL SURVEY BENCH MARK SET IN AN 8 X 8 INCH CONCRETE POST
 NQ0589'100 YARDS NORTHEAST OF FORK IN ROAD, 30 PACES WEST OF EAST EDGE
 NQ0589'OF MESA AND 8 FEET NORTH OF A WHITE WITNESS POST.  IT IS FLUSH
 NQ0589'WITH THE GROUND AND IS STAMPED, TICK 1947.
 NQ0589'
 NQ0589'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 NQ0589'MARK SET IN AN 8 X 8 INCH CONCRETE POST, APPROXIMATELY THE SAME
 NQ0589'ELEVATION AS THE STATION MARK.  IT PROJECTS 2 INCHES AND IS
 NQ0589'STAMPED, NO 1 1947.
 NQ0589'
 NQ0589'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NQ0589'SET IN AN 8 X 8 INCH CONCRETE POST APPROXIMATELY 1 FOOT LOWER
 NQ0589'THAN STATION MARK.  IT PROJECTS 2 INCHES AND IS STAMPED, NO 2 1947.
 NQ0589'
 NQ0589'REFERENCE MARK NO. 3 IS APPROXIMATELY 18 INCHES LOWER THAN THE
 NQ0589'STATION MARK.  IT PROJECTS 4 INCHES AND IS STAMPED, TICK
 NQ0589'NO 3 1948.
 NQ0589'
 NQ0589'AZIMUTH MARK IS ON SMALL KNOLL 32 PACES EAST OF CENTER LINE OF
 NQ0589'ROAD, 15 FEET WEST OF ROCK CAIRN, 8 FEET SOUTHEAST OF WHITE
 NQ0589'WITNESS POST, PROJECTS 4 INCHES AND IS STAMPED, TICK 1948.
 NQ0589'
 NQ0589'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 20 AND
 NQ0589'87 AND STATE HIGHWAY 87 IN DOUGLAS.  GO NORTHEAST ON STATE
 NQ0589'HIGHWAY 87 FOR 6.0 MILES TO A GRADED ROAD ON LEFT.  TURN LEFT,
 NQ0589'ON GRADED ROAD AND GO 2.4 MILES TO FORK.  TAKE RIGHT FORK,
 NQ0589'STRAIGHT AHEAD AND GO NORTHERLY 5.7 MILES TO A TRACK ROAD ON LEFT.
 NQ0589'THERE IS A SMALL, RED GRANITE BOULDER IN THE NORTHWEST ANGLE
 NQ0589'OF THIS TURN OFF.  TURN LEFT, WEST, ON TRACK ROAD AND GO 1.8
 NQ0589'MILES TO FORK.  TAKE LEFT FORK AND CONTINUE WESTERLY 1.7 MILES TO
 NQ0589'WHERE A TRACK ROAD COMES IN ON LEFT.  CONTINUE
 NQ0589'WEST-NORTHWEST ON TRACK ROAD FOR 1.4 MILES TO AZIMUTH MARK ON
 NQ0589'RIGHT.  CONTINUE 0.5 MILE ON TRACK ROAD TO TOP AND
 NQ0589'EASTERLY EDGE OF MESA.  THE STATION IS ABOUT 50 YARDS ON
 NQ0589'RIGHT.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0529 ***********************************************************************
 PV0529  DESIGNATION -  TIE
 PV0529  PID         -  PV0529
 PV0529  STATE/COUNTY-  WY/CROOK
 PV0529  USGS QUAD   -  STORM DRAW (1984)
 PV0529
 PV0529                         *CURRENT SURVEY CONTROL
 PV0529  ___________________________________________________________________
 PV0529* NAD 83(1993)-  44 53 07.81796(N)    104 45 05.18226(W)     ADJUSTED  
 PV0529* NAVD 88     -      1155.56   (+/-2cm)    3791.2    (feet)  VERTCON   
 PV0529  ___________________________________________________________________
 PV0529  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 PV0529  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 PV0529  OBS GRAVITY -     980,284.6   (mgal)                       GRAV_OBS
 PV0529
 PV0529  HORZ ORDER  -  SECOND
 PV0529  VERT ORDER  -  THIRD ? (See Below)
 PV0529
 PV0529.The horizontal coordinates were established by classical geodetic methods
 PV0529.and adjusted by the National Geodetic Survey in January 1997..
 PV0529
 PV0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0529.The vertical order pertains to the NGVD 29 superseded value.
 PV0529
 PV0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0529
 PV0529.The geoid height was determined by GEOID03.
 PV0529.The observed gravity was obtained from relative gravimeter ties
 PV0529.to the IGSN71 gravity network.
 PV0529
 PV0529;                    North         East     Units Scale Factor Converg.
 PV0529;SPC WY E     -   487,225.152   232,802.436   MT  0.99995073   +0 17 34.9
 PV0529;SPC MT       -    82,009.318   974,950.602   MT  1.00007064   +3 28 24.9
 PV0529;SPC MT       -   269,059.44  3,198,656.83   iFT  1.00007064   +3 28 24.9
 PV0529;UTM  13      - 4,970,261.631   519,629.345   MT  0.99960474   +0 10 31.5
 PV0529
 PV0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0529!SPC WY E     -   0.99982109  x   0.99995073  =   0.99977183
 PV0529!SPC MT       -   0.99982109  x   1.00007064  =   0.99989172
 PV0529!UTM  13      -   0.99982109  x   0.99960474  =   0.99942590
 PV0529
 PV0529|---------------------------------------------------------------------|
 PV0529| PID    Reference Object                     Distance      Geod. Az  |
 PV0529|                                                           dddmmss.s |
 PV0529| CQ4220 TIE RM 1                             18.246 METERS 02941     |
 PV0529| CQ4219 TIE AZ MK                                          1791301.8 |
 PV0529| CQ4221 TIE RM 2                             18.468 METERS 29120     |
 PV0529|---------------------------------------------------------------------|
 PV0529
 PV0529                          SUPERSEDED SURVEY CONTROL
 PV0529
 PV0529  NAD 83(1986)-  44 53 07.80429(N)    104 45 05.16342(W) AD(       ) 2
 PV0529  NAD 27      -  44 53 07.85800(N)    104 45 03.28100(W) AD(       ) 2
 PV0529  NGVD 29 (07/19/86) 1154.97   (m)         3789.3    (f) LEVELING    3  
 PV0529
 PV0529.Superseded values are not recommended for survey control.
 PV0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0529.See file dsdata.txt to determine how the superseded data were derived.
 PV0529
 PV0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK1962970262(NAD 83)
 PV0529_MARKER: DS = TRIANGULATION STATION DISK
 PV0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0529
 PV0529  HISTORY     - Date     Condition        Report By
 PV0529  HISTORY     - 1949     MONUMENTED       CGS
 PV0529
 PV0529                          STATION DESCRIPTION
 PV0529
 PV0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0529'STATION IS LOCATED ON LAND OWNED BY F.A. BUSH, ON A SMALL,
 PV0529'GRASSY KNOLL, ABOUT 15 MILES NORTH-NORTHWEST OF HULETT, ABOUT
 PV0529'1 MILE NORTH OF THE LITTLE MISSOURI RIVER, 57 FEET SOUTHWEST OF
 PV0529'A WITNESS POST, AND 40 FEET WEST OF A PINE TREE IN A FENCE
 PV0529'CORNER.
 PV0529'
 PV0529'TO REACH FROM THE STEEL BRIDGE OVER THE BELLE FOURCHE RIVER
 PV0529'AT THE WEST SIDE OF HULETT, GO SOUTH FOR 50 FEET TO A FORK.
 PV0529'BEAR RIGHT AND GO 1.0 MILE ON GRAVELED ROAD TO A FORK.  BEAR
 PV0529'LEFT AND FOLLOW MAIN ROAD FOR 5.1 MILES TO A FORK.  BEAR RIGHT
 PV0529'AND GO 5.4 MILES TO A FORK.  BEAR RIGHT, CROSSING CATTLE GUARD,
 PV0529'AND GO 3.6 MILES TO A FORK.  BEAR LEFT AND GO 2.75 MILES TO A
 PV0529'TRACK ROAD RIGHT AT RANCH HOUSE.  TURN RIGHT AND GO NORTH
 PV0529'THROUGH BARN LOT FOR 0.3 MILE TO A DIM FORK.  BEAR LEFT AND GO
 PV0529'0.7 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE FOR 0.3 MILE
 PV0529'TO A WIRE GATE.  TURN RIGHT ON SOUTH SIDE OF FENCE AND GO
 PV0529'0.05 MILE TO TOP OF KNOLL AND STATION.
 PV0529'
 PV0529'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0529'CONCRETE POST.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS
 PV0529'STAMPED TIE 1949.
 PV0529'
 PV0529'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0529'10 X 10-INCH CONCRETE POST PROJECTING 6 INCHES.  IT IS 8 FEET
 PV0529'NORTH OF A WITNESS POST AND IS STAMPED TIE NO 1 1949.
 PV0529'
 PV0529'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PV0529'10 X 10-INCH CONCRETE POST PROJECTING 4 INCHES.  IT IS 2 FEET
 PV0529'SOUTH OF A WIRE FENCE AND IS STAMPED TIE NO 2 1949.
 PV0529'
 PV0529'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0529'CONCRETE POST PROJECTING 4 INCHES.  IT IS 30 FEET WEST OF A
 PV0529'TRACK ROAD, 2 FEET NORTH OF A WITNESS POST, AND IS STAMPED
 PV0529'TIE 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0414 ***********************************************************************
 OU0414  DESIGNATION -  TILLARD
 OU0414  PID         -  OU0414
 OU0414  STATE/COUNTY-  WY/CONVERSE
 OU0414  USGS QUAD   -  PATSY DRAW (1984)
 OU0414
 OU0414                         *CURRENT SURVEY CONTROL
 OU0414  ___________________________________________________________________
 OU0414* NAD 83(1993)-  43 13 06.71534(N)    105 25 12.36981(W)     ADJUSTED  
 OU0414* NAVD 88     -      1550.99   (+/-2cm)    5088.5    (feet)  VERTCON   
 OU0414  ___________________________________________________________________
 OU0414  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 OU0414  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 OU0414
 OU0414  HORZ ORDER  -  FIRST
 OU0414  VERT ORDER  -  THIRD ? (See Below)
 OU0414
 OU0414.The horizontal coordinates were established by classical geodetic methods
 OU0414.and adjusted by the National Geodetic Survey in January 1997..
 OU0414
 OU0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0414.The vertical order pertains to the NGVD 29 superseded value.
 OU0414
 OU0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0414
 OU0414.The geoid height was determined by GEOID03.
 OU0414
 OU0414;                    North         East     Units Scale Factor Converg.
 OU0414;SPC WY E     -   301,961.233   179,409.249   MT  0.99994271   -0 10 24.8
 OU0414;UTM  13      - 4,785,168.531   465,879.701   MT  0.99961432   -0 17 15.7
 OU0414
 OU0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0414!SPC WY E     -   0.99975921  x   0.99994271  =   0.99970193
 OU0414!UTM  13      -   0.99975921  x   0.99961432  =   0.99937362
 OU0414
 OU0414|---------------------------------------------------------------------|
 OU0414| PID    Reference Object                     Distance      Geod. Az  |
 OU0414|                                                           dddmmss.s |
 OU0414| CQ4226 TILLARD RM 1                          4.118 METERS 18413     |
 OU0414| CQ4225 TILLARD AZ MK                                      2205108.8 |
 OU0414| CQ4227 TILLARD RM 2                         28.752 METERS 23936     |
 OU0414|---------------------------------------------------------------------|
 OU0414
 OU0414                          SUPERSEDED SURVEY CONTROL
 OU0414
 OU0414  NAD 83(1986)-  43 13 06.69622(N)    105 25 12.35187(W) AD(       ) 1
 OU0414  NAD 27      -  43 13 06.81400(N)    105 25 10.40400(W) AD(       ) 1
 OU0414  NGVD 29 (07/19/86) 1550.15   (m)         5085.8    (f) LEVELING    3  
 OU0414
 OU0414.Superseded values are not recommended for survey control.
 OU0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0414.See file dsdata.txt to determine how the superseded data were derived.
 OU0414
 OU0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6588085169(NAD 83)
 OU0414_MARKER: DB = BENCH MARK DISK
 OU0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0414
 OU0414  HISTORY     - Date     Condition        Report By
 OU0414  HISTORY     - 1955     MONUMENTED       USGS
 OU0414
 OU0414                          STATION DESCRIPTION
 OU0414
 OU0414'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (RAG)
 OU0414'STATION IS LOCATED ON THE SUMMIT OF A GRASS COVERED KNOLL
 OU0414'ABOUT 1.0 MILE SOUTH AND 8.0 MILES WEST OF BILL POST OFFICE,
 OU0414'31 MILES (AIRLINE) NORTH OF DOUGLAS, IN THE APPROXIMATE
 OU0414'SOUTHEAST CORNER OF SEC. 31., T 38 N., R 71 W.
 OU0414'
 OU0414'TO REACH FROM GILLETTE, DRIVE SOUTH ON STATE HIGHWAY 59 FOR
 OU0414'80 MILES TO BILL POST OFFICE ON THE RIGHT.  CONTINUE SOUTH
 OU0414'ON STATE HIGHWAY 59 FOR 2.9 MILES TO A BLADED CROSS ROAD.
 OU0414'TURN RIGHT, CROSS WOODEN BRIDGE AND CATTLE GUARD AND DRIVE
 OU0414'WEST ON BLADED COUNTY ROAD FOR 6.7 MILES TO DRY RIVER BED
 OU0414'CROSSING.  CROSS RIVER BED AND CONTINUE WEST ON COUNTY ROAD
 OU0414'FOR 4.1 MILES TO CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE
 OU0414'COUNTY ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE LEFT
 OU0414'(WEST) SIDE OF ROAD.  CONTINUE NORTHERLY ON COUNTY ROAD FOR
 OU0414'0.3 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND DRIVE
 OU0414'NORTHEAST FOR 0.1 MILE TO Y-FORK.  KEEP RIGHT FORK, TRACK
 OU0414'ROAD, AND DRIVE 0.35 MILE TO SUMMIT OF HILL AND STATION.
 OU0414'
 OU0414'STATION MARK IS A STANDARD GEOLOGICAL SURVEY BENCH MARK DISK
 OU0414'SET IN THE TOP OF A CONCRETE POST WHICH IS 6 INCHES SQUARE
 OU0414'AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 OU0414'MARK, STAMPED TILLARD 1955, IS 10 FEET WEST NORTHWEST OF A
 OU0414'STANDARD WITNESS POST.
 OU0414'
 OU0414'REFERENCE MARK 1, STAMPED TILLARD USGS NO 1 1955, IS A STANDARD
 OU0414'USC AND GS REFERENCE MARK DISK.  IT IS CEMENTED IN A DRILL
 OU0414'HOLE IN A BOULDER WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 OU0414'SURFACE OF THE GROUND.  THE MARK IS 7.4 FEET SOUTHWEST OF THE
 OU0414'STANDARD WITNESS POST.
 OU0414'
 OU0414'REFERENCE MARK 2, STAMPED TILLARD USGS NO 2 1955, IS A STANDARD
 OU0414'USC AND GS REFERENCE MARK DISK.  IT IS CEMENTED IN A DRILL
 OU0414'HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 OU0414'SURFACE OF THE GROUND AND LIES ABOUT 3 FEET LOWER IN ELEVATION
 OU0414'THAN THE STATION MARK.
 OU0414'
 OU0414'AZIMUTH MARK, STAMPED TILLARD USGS 1955, IS A STANDARD USC AND
 OU0414'GS AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN THE EAST END
 OU0414'OF A LEDGE OF OUTCROPPING BEDROCK.  THE LEDGE OF BEDROCK IS
 OU0414'ABOUT 50 FEET IN LENGTH, EAST-WEST, PROJECTS 30 INCHES ABOVE
 OU0414'THE SURFACE OF THE GROUND AND LIES 184 FEET WEST OF THE
 OU0414'CENTER OF THE COUNTY ROAD.  THE MARK IS 3 FEET SOUTH OF A
 OU0414'STANDARD WHITE WITNESS POST.
 OU0414'
 OU0414'OBSERVATIONS WERE MADE FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0322 ***********************************************************************
 OV0322  DESIGNATION -  TILTON
 OV0322  PID         -  OV0322
 OV0322  STATE/COUNTY-  WY/JOHNSON
 OV0322  USGS QUAD   -  THE NIPPLE (1953)
 OV0322
 OV0322                         *CURRENT SURVEY CONTROL
 OV0322  ___________________________________________________________________
 OV0322* NAD 83(1993)-  43 54 37.52128(N)    106 05 53.92838(W)     ADJUSTED  
 OV0322* NAVD 88     -      1427.3    (meters)    4683.     (feet)  VERTCON   
 OV0322  ___________________________________________________________________
 OV0322  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 OV0322  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 OV0322  OBS GRAVITY -     980,078.5   (mgal)                       GRAV_OBS
 OV0322
 OV0322  HORZ ORDER  -  THIRD
 OV0322
 OV0322.The horizontal coordinates were established by classical geodetic methods
 OV0322.and adjusted by the National Geodetic Survey in January 1997..
 OV0322
 OV0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0322
 OV0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0322
 OV0322.The geoid height was determined by GEOID03.
 OV0322.The observed gravity was obtained from relative gravimeter ties
 OV0322.to the IGSN71 gravity network.
 OV0322
 OV0322;                    North         East     Units Scale Factor Converg.
 OV0322;SPC WYEC     -   479,538.407   499,199.261   MT  1.00005849   +0 51 23.7
 OV0322;SPC WY E     -   379,218.831   125,168.373   MT  1.00000635   -0 38 46.2
 OV0322;UTM  13      - 4,862,510.001   411,811.107   MT  0.99969565   -0 45 42.4
 OV0322
 OV0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0322!SPC WYEC     -   0.99977850  x   1.00005849  =   0.99983698
 OV0322!SPC WY E     -   0.99977850  x   1.00000635  =   0.99978485
 OV0322!UTM  13      -   0.99977850  x   0.99969565  =   0.99947422
 OV0322
 OV0322:                Primary Azimuth Mark                     Grid Az
 OV0322:SPC WYEC     -  LONE                                     209 12 56.9
 OV0322:SPC WY E     -  LONE                                     210 43 06.8
 OV0322:UTM  13      -  LONE                                     210 50 03.0
 OV0322
 OV0322|---------------------------------------------------------------------|
 OV0322| PID    Reference Object                     Distance      Geod. Az  |
 OV0322|                                                           dddmmss.s |
 OV0322| OV0325 LONE                                APPROX. 5.6 KM 2100420.6 |
 OV0322|---------------------------------------------------------------------|
 OV0322
 OV0322                          SUPERSEDED SURVEY CONTROL
 OV0322
 OV0322  NAD 83(1986)-  43 54 37.50192(N)    106 05 53.90128(W) AD(       ) 3
 OV0322  NAD 27      -  43 54 37.58699(N)    106 05 51.84204(W) AD(       ) 3
 OV0322  NGVD 29 (07/19/86) 1426.6    (m)         4680.     (f) VERT ANG       
 OV0322
 OV0322.Superseded values are not recommended for survey control.
 OV0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0322.See file dsdata.txt to determine how the superseded data were derived.
 OV0322
 OV0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ1181162510(NAD 83)
 OV0322_MARKER: DD = SURVEY DISK
 OV0322_SETTING: 0 = UNSPECIFIED SETTING
 OV0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0322
 OV0322  HISTORY     - Date     Condition        Report By
 OV0322  HISTORY     - 1952     MONUMENTED       USGS
 OV0322
 OV0322                          STATION DESCRIPTION
 OV0322
 OV0322'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OV0322'STATION IS ABOUT 17 MI. NE. OF SUSSEX, WYOMING, ON A GRASS COVERED
 OV0322'TOP.
 OV0322'
 OV0322'TO REACH FROM SUSSEX, PROCEED S. ON COUNTY RD. 4.8 MI. TO CATTELGUARD
 OV0322'AND RD. E., TURN LEFT AND KEEP LEFT ON MAIN TRAVELED RD. 8.9 MI. TO
 OV0322'FORK, KEEP RIGHT 4.1 MI. TO FORK ABOUT 3/4 MI. E. OF STREETER RANCH,
 OV0322'TAKE RIGHT FORK 0.1 MI., TURN LEFT 0.5 MI., TURN RIGHT, CROSS DAM,
 OV0322'GO RIGHT 2.0 MI. TO GATE, CONTINUE AHEAD 1.1 MI., TAKE LEFT FORK,
 OV0322'GO 1.2 MI., TAKE LEFT FORK DOWN RIDGE, GO 3.9 MI. TO CREEK CROSSING.
 OV0322'GO 0.5 MI. AND TAKE RIGHT FORK, GO 1.0 MI. TO TOP OF RIDGE, TURN
 OV0322'RIGHT AND FOLLOW RIDGE TO E. FOR 3.6 MI. TO GRASS COVERED TOP AND
 OV0322'STATION.
 OV0322'
 OV0322'STATION MARK--STANDARD TABLET, IN 6 X 6 IN. CONCRETE POST, BURIED
 OV0322'IN GROUND, EXTENDING 4 IN., STAMPED ---TILTON 1952---.
 OV0322'
 OV0322'REFERENCE MARK NO. 1--STEEL REINFORCING ROD, IN 4 X 4 IN. CONCRETE
 OV0322'POST, BURIED IN GROUND, EXTENDING 4 IN., S 59 DEG 56 MIN W,
 OV0322'38.57 FT. FROM STATION MARK.
 OV0322'
 OV0322'REFERENCE MARK NO. 2--STEEL FENCE POST, DRIVEN IN GROUND, EXTENDING
 OV0322'4 IN., N 20 DEG 27 MIN W, 36.2 FT. FROM STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0435 ***********************************************************************
 PX0435  DESIGNATION -  TIMBER
 PX0435  PID         -  PX0435
 PX0435  STATE/COUNTY-  WY/PARK
 PX0435  USGS QUAD   -  CASTLE ROCK CREEK (1987)
 PX0435
 PX0435                         *CURRENT SURVEY CONTROL
 PX0435  ___________________________________________________________________
 PX0435* NAD 83(1993)-  44 24 19.34378(N)    109 22 17.14501(W)     ADJUSTED  
 PX0435* NAVD 88     -      2391.9    (meters)    7847.     (feet)  VERTCON   
 PX0435  ___________________________________________________________________
 PX0435  LAPLACE CORR-         -18.48  (seconds)                    DEFLEC99
 PX0435  GEOID HEIGHT-          -9.28  (meters)                     GEOID03
 PX0435
 PX0435  HORZ ORDER  -  THIRD
 PX0435
 PX0435.The horizontal coordinates were established by classical geodetic methods
 PX0435.and adjusted by the National Geodetic Survey in January 1997..
 PX0435
 PX0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0435
 PX0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0435
 PX0435.The geoid height was determined by GEOID03.
 PX0435
 PX0435;                    North         East     Units Scale Factor Converg.
 PX0435;SPC WYWC     -   433,977.876   550,501.214   MT  0.99996762   -0 26 05.4
 PX0435;UTM  12      - 4,918,188.119   629,677.334   MT  0.99980681   +1 08 23.0
 PX0435
 PX0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0435!SPC WYWC     -   0.99962656  x   0.99996762  =   0.99959419
 PX0435!UTM  12      -   0.99962656  x   0.99980681  =   0.99943344
 PX0435
 PX0435:                Primary Azimuth Mark                     Grid Az
 PX0435:SPC WYWC     -  TABLE                                    252 28 52.8
 PX0435:UTM  12      -  TABLE                                    250 54 24.4
 PX0435
 PX0435|---------------------------------------------------------------------|
 PX0435| PID    Reference Object                     Distance      Geod. Az  |
 PX0435|                                                           dddmmss.s |
 PX0435| PX0437 TABLE                               APPROX. 5.5 KM 2520247.4 |
 PX0435|---------------------------------------------------------------------|
 PX0435
 PX0435                          SUPERSEDED SURVEY CONTROL
 PX0435
 PX0435  NAD 83(1986)-  44 24 19.33214(N)    109 22 17.13655(W) AD(       ) 3
 PX0435  NAD 27      -  44 24 19.49153(N)    109 22 14.56332(W) AD(       ) 3
 PX0435  NGVD 29 (07/19/86) 2390.7    (m)         7843.     (f) VERT ANG       
 PX0435
 PX0435.Superseded values are not recommended for survey control.
 PX0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0435.See file dsdata.txt to determine how the superseded data were derived.
 PX0435
 PX0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2967718188(NAD 83)
 PX0435_MARKER: DD = SURVEY DISK
 PX0435_SETTING: 66 = SET IN ROCK OUTCROP
 PX0435_SP_SET: SET IN BEDROCK
 PX0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0435+STABILITY: POSITION/ELEVATION WELL
 PX0435
 PX0435  HISTORY     - Date     Condition        Report By
 PX0435  HISTORY     - 1954     MONUMENTED       USGS
 PX0435
 PX0435                          STATION DESCRIPTION
 PX0435
 PX0435'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0435'THE STATION IS LOCATED ABOUT 14 MI.W. AND ABOUT 6 MI.S.OF CODY,WYOMING
 PX0435'ON TOP OF THE DIVIDE BETWEEN SOUTH FORK AND NORTH FORK OF THE SHOSHONE
 PX0435'RIVER.
 PX0435'
 PX0435'TO REACH FROM JUNCTION U.S. HIGHWAY 14 AND 20 AND STATE SECONDARY RD.
 PX0435'148, WHICH IS ABOUT 2 MI. W. OF CODY, PROCEED ALONG SECONDARY RD.148
 PX0435'FOR 21.4 MI. AND TURN RIGHT OF MAIN TRAVELED RD. AT CATTLEGUARD.
 PX0435'GO 0.7 MI. TO BRIDGE ACROSS SOUTH FORK.  CROSS BRIDGE AND GO 0.3 MI.
 PX0435'TO Y-RD. TAKE RIGHT FORK AND GO 0.9 MI. AND TURN LEFT THRU GATE AT
 PX0435'HARTUNG RANCH HOUSE.  CONTINUE ON TRAIL RD. PARALLELING  RIVER 1.1 MI.
 PX0435'AND TURN LEFT AT CABIN AND GO UP OUT OF RIVER VALLEY.  CONTINUE ON RD.
 PX0435'CROSSING TWO CANALS 1.0 MI. TO END OF RD. AT CORRAL.  FROM HERE BEAR
 PX0435'W. CROSSING OVER LARGE DRAIN.  THENCE NW. FOLLOWING RIDGE LINE FOR
 PX0435'ABOUT 2 MI. TO END OF JEEP TRAVEL AT STEEP GRADE JUST BEFORE TOPPING
 PX0435'OUT ON DIVIDE, THEN PACK UP TO DIVIDE AND STATION.  ABOUT A 10 MINUTE
 PX0435'PACK.
 PX0435'
 PX0435'STATION MARK - STANDARD TRIANGULATION TABLET CEMENTED IN BED ROCK
 PX0435'STAMPED --- TIMBER 1954---.
 PX0435'
 PX0435'REFERENCE MARK NO.1 - DRILL HOLE IN ROCK OUTCROP 10.0 FT. FROM
 PX0435'STATION, N 83 DEG 29 MIN W.
 PX0435'
 PX0435'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN ROCK OUTCROP 11.9 FT.
 PX0435'FROM STATION MARK, N 24 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0328 ***********************************************************************
 NS0328  DESIGNATION -  TIMNOCO
 NS0328  PID         -  NS0328
 NS0328  STATE/COUNTY-  WY/FREMONT
 NS0328  USGS QUAD   -  MOCCASIN LAKE (1981)
 NS0328
 NS0328                         *CURRENT SURVEY CONTROL
 NS0328  ___________________________________________________________________
 NS0328* NAD 83(1993)-  42 59 56.72459(N)    109 00 03.84295(W)     ADJUSTED  
 NS0328* NAVD 88     -      1949.7    (meters)    6397.     (feet)  VERTCON   
 NS0328  ___________________________________________________________________
 NS0328  LAPLACE CORR-         -23.31  (seconds)                    DEFLEC99
 NS0328  GEOID HEIGHT-         -10.42  (meters)                     GEOID03
 NS0328
 NS0328  HORZ ORDER  -  THIRD
 NS0328
 NS0328.The horizontal coordinates were established by classical geodetic methods
 NS0328.and adjusted by the National Geodetic Survey in January 1997..
 NS0328
 NS0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0328
 NS0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0328
 NS0328.The geoid height was determined by GEOID03.
 NS0328
 NS0328;                    North         East     Units Scale Factor Converg.
 NS0328;SPC WYWC     -   277,583.297   579,528.687   MT  0.99994265   -0 10 16.4
 NS0328;UTM  12      - 4,762,652.530   662,934.462   MT  0.99992660   +1 21 48.8
 NS0328
 NS0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0328!SPC WYWC     -   0.99969597  x   0.99994265  =   0.99963864
 NS0328!UTM  12      -   0.99969597  x   0.99992660  =   0.99962259
 NS0328
 NS0328:                Primary Azimuth Mark                     Grid Az
 NS0328:SPC WYWC     -  TEL                                      178 02 07.2
 NS0328:UTM  12      -  TEL                                      176 30 02.0
 NS0328
 NS0328|---------------------------------------------------------------------|
 NS0328| PID    Reference Object                     Distance      Geod. Az  |
 NS0328|                                                           dddmmss.s |
 NS0328| NS0265 TEL                                 APPROX. 6.1 KM 1775150.8 |
 NS0328|---------------------------------------------------------------------|
 NS0328
 NS0328                          SUPERSEDED SURVEY CONTROL
 NS0328
 NS0328  NAD 83(1986)-  42 59 56.71375(N)    109 00 03.84225(W) AD(       ) 3
 NS0328  NGVD 29 (11/06/89) 1948.6    (m)         6393.     (f) VERT ANG       
 NS0328
 NS0328.Superseded values are not recommended for survey control.
 NS0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0328.See file dsdata.txt to determine how the superseded data were derived.
 NS0328
 NS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6293462653(NAD 83)
 NS0328_MARKER: DD = SURVEY DISK
 NS0328_SETTING: 0 = UNSPECIFIED SETTING
 NS0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0328
 NS0328  HISTORY     - Date     Condition        Report By
 NS0328  HISTORY     - 1948     MONUMENTED       USGS
 NS0328
 NS0328                          STATION DESCRIPTION
 NS0328
 NS0328'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NS0328'STATION LOCATED ABOUT 6.0 MI. W. OF FORT WASHAKIE, ABOUT 1.3 MI. NNE.
 NS0328'OF WASHAKIE RESERVOIR DAM, ABOUT 1.0 MI. E. OF JUNCTION OF TIMNOCO
 NS0328'CREEK WITH SOUTH FORK OF LITTLE WIND RIVER, ABOUT 0.3 MI. S. OF SOUTH
 NS0328'FORK LITTLE WIND RIVER, ON TOP OF LOW, GRANITE-BOULDER COVERED RIDGE.
 NS0328'
 NS0328'TO REACH FROM FORT WASHAKIE, GO S. FROM CONOCO GASOLINE STATION (ON
 NS0328'U.S. HIGHWAY 287) 1.0 MI. TO CROSSROADS, WITH L.D.S. CHURCH ON RIGHT,
 NS0328'TURN RIGHT, GO SW. TO WIND RIVER, AN INDIAN VILLAGE, 0.7 MI. FROM
 NS0328'CROSSROADS, KEEP ON GRAVEL SURFACED RD. STRAIGHT AHEAD (W.) 2.6 MI.
 NS0328'TO WASHAKIE RESERVOIR Y-FORKS, LEAVE GRAVEL RD. AND CONTINUE W. ON
 NS0328'WASHAKIE RESERVOIR IMPROVED DIRT RD. 3.6 MI. TO NW. CORNER OF
 NS0328'--U-- BEND OF RD.  STATION IS VISIBLE 0.9 MI. NW.  LEAVE WASHAKIE
 NS0328'RESERVOIR RD. AT THIS POINT AND GO DEAD AHEAD (W.) 0.1 MI. ON TRACK
 NS0328'RD. FORK, TURN RIGHT (N.) AND FOLLOW TRACK RD. 0.5 MI. TO RD. FORKS
 NS0328'ON MAIN RIDGE BACKBONE, TAKE DIM LEFT FORK AND DRIVE JEEP 0.7 MI. W.
 NS0328'TO WATER HOLE AND END OF DIM RD., FROM E. EDGE OF WATER, TURN RIGHT
 NS0328'AND DRIVE 0.1 MI. N. UP GRASSY SLOPE TO GLO CAIRN AND STANDARD PIPE
 NS0328'CORNER MARKING E 1/16 SECTIONS 4 AND 9, T 1 S, R 2 W, TURN LEFT AND
 NS0328'DRIVE NW. 0.2 MI. TO TOP OF SPUR RIDGE AND END OF JEEP TRAVEL, PACK
 NS0328'UP MAIN RIDGE 0.1 MI. N. AND NW. TO HIGHEST POINT AND STATION.
 NS0328'
 NS0328'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE MONUMENT,
 NS0328'PROJECTING 0.2 FT. ABOVE GROUND.  TABLET IS STAMPED---TIMNOCO 1948
 NS0328'TJW 6393---.
 NS0328'
 NS0328'REFERENCE MARKS--STANDARD USGS COPPER NAIL AND WASHER SET IN TOP OF
 NS0328'LARGE GRANITE BOULDER OUTCROP.
 NS0328'
 NS0328'REFERENCE MARK NO. 1--STAMPED---USGS BM---, 22.68 FT. S. OF STATION
 NS0328'IN TRUE AZIMUTH 337 DEGREES 50 MINUTES 24 SECONDS.
 NS0328'
 NS0328'REFERENCE MARK NO. 2--STAMPED---USGS BM---, 2.87 FT. W. OF STATION
 NS0328'IN TRUE AZIMUTH 108 DEGREES 56 MINUTES 36 SECONDS.  (SET IN BOULDER
 NS0328'PROJECTING 3.5 FT. ABOVE GROUND.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0585 ***********************************************************************
 PW0585  DESIGNATION -  TINCOM
 PW0585  PID         -  PW0585
 PW0585  STATE/COUNTY-  WY/SHERIDAN
 PW0585  USGS QUAD   -  ARVADA NE (1971)
 PW0585
 PW0585                         *CURRENT SURVEY CONTROL
 PW0585  ___________________________________________________________________
 PW0585* NAD 83(1993)-  44 37 38.15222(N)    106 02 49.92856(W)     ADJUSTED  
 PW0585* NAVD 88     -      1252.     (meters)    4108.     (feet)  SCALED    
 PW0585  ___________________________________________________________________
 PW0585  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 PW0585  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 PW0585
 PW0585  HORZ ORDER  -  THIRD
 PW0585
 PW0585.The horizontal coordinates were established by classical geodetic methods
 PW0585.and adjusted by the National Geodetic Survey in January 1997..
 PW0585
 PW0585.The orthometric height was scaled from a topographic map.
 PW0585
 PW0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0585
 PW0585.The geoid height was determined by GEOID03.
 PW0585
 PW0585;                    North         East     Units Scale Factor Converg.
 PW0585;SPC WYEC     -   559,250.303   502,056.424   MT  1.00006554   +0 54 12.9
 PW0585;UTM  13      - 4,942,078.882   416,930.999   MT  0.99968486   -0 44 08.5
 PW0585
 PW0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0585!SPC WYEC     -   0.99980611  x   1.00006554  =   0.99987164
 PW0585!UTM  13      -   0.99980611  x   0.99968486  =   0.99949103
 PW0585
 PW0585:                Primary Azimuth Mark                     Grid Az
 PW0585:SPC WYEC     -  SAND                                     101 25 46.5
 PW0585:UTM  13      -  SAND                                     103 04 07.9
 PW0585
 PW0585|---------------------------------------------------------------------|
 PW0585| PID    Reference Object                     Distance      Geod. Az  |
 PW0585|                                                           dddmmss.s |
 PW0585| PW0583 SAND                                APPROX. 3.6 KM 1021959.4 |
 PW0585|---------------------------------------------------------------------|
 PW0585
 PW0585                          SUPERSEDED SURVEY CONTROL
 PW0585
 PW0585  NAD 83(1986)-  44 37 38.13296(N)    106 02 49.89732(W) AD(       ) 3
 PW0585
 PW0585.Superseded values are not recommended for survey control.
 PW0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0585.See file dsdata.txt to determine how the superseded data were derived.
 PW0585
 PW0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK1693142079(NAD 83)
 PW0585_MARKER: DS = TRIANGULATION STATION DISK
 PW0585_SETTING: 0 = UNSPECIFIED SETTING
 PW0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0585
 PW0585  HISTORY     - Date     Condition        Report By
 PW0585  HISTORY     - 1908     MONUMENTED       USGS
 PW0585
 PW0585                          STATION DESCRIPTION
 PW0585
 PW0585'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 PW0585'ABOUT 3 MI. S. 65 DEGREES E. FROM ARVADA, ON FLAT KNOB OVERLOOKING
 PW0585'THE CHICAGO, BURLINGTON, AND QUINCY RAILROAD WHERE THE RAILROAD CURVES
 PW0585'AROUND POINT OF HILL, ABOUT 0.5 MI. SW. OF RAILROAD.  TINCOM BUTTE
 PW0585'BEARS N. 76 DEGREES W. ABOUT 1 MI.  THIS STATION WAS ESTABLISHED FOR
 PW0585'SPECIAL WORK, AND VIEW FROM IT IS LIMITED, ESPECIALLY SOUTHWARD.
 PW0585'
 PW0585'STATION MARK--ALUMINUM TRIANGULATION TABLET CEMENTED IN STONE AND
 PW0585'PLACED IN GROUND, LEVEL WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0499 ***********************************************************************
 NR0499  DESIGNATION -  TIP
 NR0499  PID         -  NR0499
 NR0499  STATE/COUNTY-  WY/FREMONT
 NR0499  USGS QUAD   -  TIN CUP MTN (1952)
 NR0499
 NR0499                         *CURRENT SURVEY CONTROL
 NR0499  ___________________________________________________________________
 NR0499* NAD 83(1993)-  42 40 09.72014(N)    107 59 57.76097(W)     ADJUSTED  
 NR0499* NAVD 88     -      2301.7    (meters)    7551.     (feet)  VERTCON   
 NR0499  ___________________________________________________________________
 NR0499  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 NR0499  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 NR0499
 NR0499  HORZ ORDER  -  THIRD
 NR0499
 NR0499.The horizontal coordinates were established by classical geodetic methods
 NR0499.and adjusted by the National Geodetic Survey in January 1997..
 NR0499
 NR0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0499
 NR0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0499
 NR0499.The geoid height was determined by GEOID03.
 NR0499
 NR0499;                    North         East     Units Scale Factor Converg.
 NR0499;SPC WYWC     -   241,199.361   661,529.896   MT  0.99998406   +0 30 31.5
 NR0499;UTM  13      - 4,728,462.056   254,209.599   MT  1.00034332   -2 02 02.0
 NR0499;UTM  12      - 4,728,465.677   745,892.343   MT  1.00034394   +2 02 05.1
 NR0499
 NR0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0499!SPC WYWC     -   0.99964113  x   0.99998406  =   0.99962520
 NR0499!UTM  13      -   0.99964113  x   1.00034332  =   0.99998433
 NR0499!UTM  12      -   0.99964113  x   1.00034394  =   0.99998495
 NR0499
 NR0499:                Primary Azimuth Mark                     Grid Az
 NR0499:SPC WYWC     -  PROSPECTOR                               128 06 30.3
 NR0499:UTM  13      -  PROSPECTOR                               130 39 03.8
 NR0499:UTM  12      -  PROSPECTOR                               126 34 56.7
 NR0499
 NR0499|---------------------------------------------------------------------|
 NR0499| PID    Reference Object                     Distance      Geod. Az  |
 NR0499|                                                           dddmmss.s |
 NR0499| NR0496 PROSPECTOR                          APPROX. 8.8 KM 1283701.8 |
 NR0499|---------------------------------------------------------------------|
 NR0499
 NR0499                          SUPERSEDED SURVEY CONTROL
 NR0499
 NR0499  NAD 83(1986)-  42 40 09.70585(N)    107 59 57.76267(W) AD(       ) 3
 NR0499  NAD 27      -  42 40 09.85963(N)    107 59 55.45319(W) AD(       ) 3
 NR0499  NGVD 29 (07/19/86) 2300.6    (m)         7548.     (f) VERT ANG       
 NR0499
 NR0499.Superseded values are not recommended for survey control.
 NR0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0499.See file dsdata.txt to determine how the superseded data were derived.
 NR0499
 NR0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH5421028462(NAD 83)
 NR0499_MARKER: DD = SURVEY DISK
 NR0499_SETTING: 0 = UNSPECIFIED SETTING
 NR0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0499
 NR0499  HISTORY     - Date     Condition        Report By
 NR0499  HISTORY     - 1948     MONUMENTED       USGS
 NR0499
 NR0499                          STATION DESCRIPTION
 NR0499
 NR0499'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0499'LOCATED ABOUT 40 MI. SE. OF LANDER, WYOMING, 12 MI. SE. OF SANDRAW,
 NR0499'WYOMING, AND ON TOP OF LONGS MOUNTAIN.  IN SE. 1/4 SEC. 7, T 31 N,
 NR0499'R 93 W.
 NR0499'
 NR0499'TO REACH FROM THE POST OFFICE IN LANDER, WYOMING, GO S. 1 BLOCK TO
 NR0499'MAIN STREET.  TURN LEFT AND GO SE. ON U.S. HIGHWAY 287 FOR 7.4 MI. TO
 NR0499'SOUTH PASS RD.  TAKE LEFT FORK AND CONTINUE SE. ON U.S. HIGHWAY 287
 NR0499'FOR 32 MI. TO SANDRAW RD.  TURN LEFT AND GO N. ALONG SANDRAW RD. FOR
 NR0499'7.2 MI. TO RD. FORK.  TAKE RIGHT FORK (NE.) FOR 6.6 MI. TO RD. FORKS.
 NR0499'TAKE LEFT FORK (N.) 0.4 MI. TO CROSSROADS AT WINDMILL.  TURN RIGHT
 NR0499'(E.) FOR 4.4 MI. TO CREEK.  CROSS CREEK AND CONTINUE E. 0.5 MI. TO RD.
 NR0499'FORK.  TAKE RIGHT FORK (SW.) 2.0 MI. TO BASE OF MOUNTAIN AND END OF
 NR0499'TRUCK TRAVEL.  WALK S. UP DRAIN TO TOP OF MOUNTAIN AND STATION.
 NR0499'
 NR0499'STATION MARK--STANDARD TABLET STAMPED ---TIP 1948 VABM 7548---, SET
 NR0499'IN SOLID GRANITE.
 NR0499'
 NR0499'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED ---TIP NO. 1
 NR0499'1948---, SET IN SOLID GRANITE, 6.05 FT. S. OF STATION,
 NR0499'N 29 DEG 53 MIN E.
 NR0499'
 NR0499'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED ---TIP NO. 2
 NR0499'1948---, SET IN SOLID GRANITE, 6.52 FT. E. OF STATION,
 NR0499'N 80 DEG 37 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0542 ***********************************************************************
 PW0542  DESIGNATION -  TIP
 PW0542  PID         -  PW0542
 PW0542  STATE/COUNTY-  WY/WASHAKIE
 PW0542  USGS QUAD   -  MC DERMOTTS BUTTE (1967)
 PW0542
 PW0542                         *CURRENT SURVEY CONTROL
 PW0542  ___________________________________________________________________
 PW0542* NAD 83(1993)-  44 09 20.39287(N)    107 46 48.06384(W)     ADJUSTED  
 PW0542* NAVD 88     -      1404.9    (meters)    4609.     (feet)  VERTCON   
 PW0542  ___________________________________________________________________
 PW0542  LAPLACE CORR-          12.57  (seconds)                    DEFLEC99
 PW0542  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 PW0542
 PW0542  HORZ ORDER  -  SECOND
 PW0542
 PW0542.The horizontal coordinates were established by classical geodetic methods
 PW0542.and adjusted by the National Geodetic Survey in January 1997..
 PW0542
 PW0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0542
 PW0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0542
 PW0542.The geoid height was determined by GEOID03.
 PW0542
 PW0542;                    North         East     Units Scale Factor Converg.
 PW0542;SPC WYEC     -   506,141.753   364,269.170   MT  0.99995320   -0 18 40.2
 PW0542;UTM  13      - 4,892,920.847   277,695.422   MT  1.00020783   -1 56 14.6
 PW0542
 PW0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0542!SPC WYEC     -   0.99978168  x   0.99995320  =   0.99973489
 PW0542!UTM  13      -   0.99978168  x   1.00020783  =   0.99998946
 PW0542
 PW0542|---------------------------------------------------------------------|
 PW0542| PID    Reference Object                     Distance      Geod. Az  |
 PW0542|                                                           dddmmss.s |
 PW0542| CQ7485 TIP RM 1                             15.713 METERS 19542     |
 PW0542| CQ7486 TIP RM 2                             15.283 METERS 28643     |
 PW0542| CQ7484 TIP AZ MK                                          3273158.9 |
 PW0542|---------------------------------------------------------------------|
 PW0542
 PW0542                          SUPERSEDED SURVEY CONTROL
 PW0542
 PW0542  NAD 83(1986)-  44 09 20.37672(N)    107 46 48.05885(W) AD(       ) 2
 PW0542  NAD 27      -  44 09 20.51390(N)    107 46 45.74090(W) AD(       ) 2
 PW0542  NGVD 29 (07/19/86) 1404.1    (m)         4607.     (f) VERT ANG       
 PW0542
 PW0542.Superseded values are not recommended for survey control.
 PW0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0542.See file dsdata.txt to determine how the superseded data were derived.
 PW0542
 PW0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ7769592921(NAD 83)
 PW0542_MARKER: DS = TRIANGULATION STATION DISK
 PW0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0542
 PW0542  HISTORY     - Date     Condition        Report By
 PW0542  HISTORY     - 1957     MONUMENTED       CGS
 PW0542  HISTORY     - 1966     GOOD             USGS
 PW0542
 PW0542                          STATION DESCRIPTION
 PW0542
 PW0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0542'STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF THE BIG HORN AND
 PW0542'WASHAKIE COUNTY LINE, 9-3/4 MILES EAST AND 7-1/2 MILES SOUTH
 PW0542'OF MANDERSON, 10 MILES NORTH AND 9 MILES EAST OF WORLAND,
 PW0542'ON A LOW RIDGE, THE HIGHEST IN THE VICINITY AND AT THE WEST
 PW0542'EDGE OF A GRADED ROAD THAT LEADS TO THE HIDDEN DOME OIL
 PW0542'FIELD.
 PW0542'
 PW0542'STATION IS REACHED FROM MANDERSON, FROM THE CROSSROADS AT
 PW0542'THE GARAGE EAST OF THE DEPOT BY FOLLOWING SURFACED ROAD TOWARD
 PW0542'HYATTVILLE FOR 4.95 MILES TO A BRIDGE OVER NOWOOD CREEK,
 PW0542'CROSS BRIDGE AND CONTINUE ON SURFACED ROAD FOR 6.0 MILES TO
 PW0542'A SIDE ROAD RIGHT, TURN RIGHT AND GO 1.45 MILES TO CROSSROADS,
 PW0542'CONTINUE 2.25 MILES TO T-INTERSECTION, TURN LEFT AND GO 0.3
 PW0542'MILE TO FORK, KEEP LEFT FORK, MAIN TRAVELED ROAD FOR 0.05
 PW0542'MILE TO U.S.G.S. BM (AZIMUTH) ON RIGHT, CONTINUE ON MAIN
 PW0542'TRAVELED ROAD FOR 1.55 MILES TO TOP OF LOW HILL AND STATION
 PW0542'ON RIGHT.
 PW0542'
 PW0542'STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 PW0542'10 INCH SQUARE, CONCRETE POSTS.
 PW0542'
 PW0542'STATION MARKS ARE STAMPED TIP 1957 AND THE SURFACE MARK PROJECTS
 PW0542'6 INCHES.  IT IS 23 FEET WEST OF THE CENTER OF THE GRADED
 PW0542'ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET NORTHEAST
 PW0542'OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 PW0542'MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 PW0542'
 PW0542'REFERENCE MARK 1 IS STAMPED TIP NO 1 1957 AND PROJECTS 5
 PW0542'INCHES.  IT IS 55 FEET WEST OF THE CENTER OF THE GRADED
 PW0542'ROAD.
 PW0542'
 PW0542'REFERENCE MARK 2 IS STAMPED TIP NO 2 1957 AND PROJECTS 5
 PW0542'INCHES.  IT IS 59 FEET WEST OF THE CENTER OF THE GRADED
 PW0542'ROAD.
 PW0542'
 PW0542'THE AZIMUTH MARK IS A STANDARD U.S.G.S. BENCH MARK DISK
 PW0542'RIVETED TO THE TOP OF A 3 INCH IRON PIPE STAMPED 4436 DATUM
 PW0542'RDL, PROJECTING ABOUT 15 INCHES.  IT IS 53 FEET WEST OF THE
 PW0542'CENTER OF A NORTH-SOUTH GRADED ROAD, 39 FEET SOUTH OF THE
 PW0542'CENTER OF A EAST-WEST TRACK ROAD.  A 4 IN X 4 IN WHITE WITNESS
 PW0542'POST WAS SET 2 FEET EAST OF THE MARK.
 PW0542
 PW0542                          STATION RECOVERY (1966)
 PW0542
 PW0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0542'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF CONCRETE
 PW0542'POST, PROJECTING ABOUT 0.4 FT., STAMPED ---TIP 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0354 ***********************************************************************
 OW0354  DESIGNATION -  TIT
 OW0354  PID         -  OW0354
 OW0354  STATE/COUNTY-  WY/SUBLETTE
 OW0354  USGS QUAD   -  BRIDGER LAKES (1993)
 OW0354
 OW0354                         *CURRENT SURVEY CONTROL
 OW0354  ___________________________________________________________________
 OW0354* NAD 83(1993)-  43 06 46.36584(N)    109 42 13.15895(W)     ADJUSTED  
 OW0354* NAVD 88     -      3643.3    (meters)   11953.     (feet)  VERTCON   
 OW0354  ___________________________________________________________________
 OW0354  LAPLACE CORR-          14.54  (seconds)                    DEFLEC99
 OW0354  GEOID HEIGHT-          -8.15  (meters)                     GEOID03
 OW0354
 OW0354  HORZ ORDER  -  THIRD
 OW0354
 OW0354.The horizontal coordinates were established by classical geodetic methods
 OW0354.and adjusted by the National Geodetic Survey in January 1997..
 OW0354
 OW0354.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0354
 OW0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0354
 OW0354.The geoid height was determined by GEOID03.
 OW0354
 OW0354;                    North         East     Units Scale Factor Converg.
 OW0354;SPC WY W     -   390,263.173   830,900.668   MT  0.99994924   +0 15 34.2
 OW0354;UTM  12      - 4,774,165.504   605,469.902   MT  0.99973684   +0 53 09.8
 OW0354
 OW0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0354!SPC WY W     -   0.99943025  x   0.99994924  =   0.99937952
 OW0354!UTM  12      -   0.99943025  x   0.99973684  =   0.99916724
 OW0354
 OW0354:                Primary Azimuth Mark                     Grid Az
 OW0354:SPC WY W     -  DOME ET                                  291 54 54.2
 OW0354:UTM  12      -  DOME ET                                  291 17 18.6
 OW0354
 OW0354|---------------------------------------------------------------------|
 OW0354| PID    Reference Object                     Distance      Geod. Az  |
 OW0354|                                                           dddmmss.s |
 OW0354| OW0358 DOME ET                             APPROX.13.9 KM 2921028.4 |
 OW0354|---------------------------------------------------------------------|
 OW0354
 OW0354                          SUPERSEDED SURVEY CONTROL
 OW0354
 OW0354  NAD 83(1986)-  43 06 46.35111(N)    109 42 13.14756(W) AD(       ) 3
 OW0354  NAD 27      -  43 06 46.53344(N)    109 42 10.60453(W) AD(       ) 3
 OW0354  NGVD 29 (07/19/86) 3641.7    (m)        11948.     (f) VERT ANG       
 OW0354
 OW0354.Superseded values are not recommended for survey control.
 OW0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0354.See file dsdata.txt to determine how the superseded data were derived.
 OW0354
 OW0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN0547074166(NAD 83)
 OW0354_MARKER: DD = SURVEY DISK
 OW0354_SETTING: 80 = SET IN A BOULDER
 OW0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0354+STABILITY: SURFACE MOTION
 OW0354
 OW0354  HISTORY     - Date     Condition        Report By
 OW0354  HISTORY     - 1968     MONUMENTED       USGS
 OW0354
 OW0354                          STATION DESCRIPTION
 OW0354
 OW0354'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OW0354'STATION IS ON THE HIGHEST POINT OF THE MOUNTAIN WHICH FORMS A DIVIDE
 OW0354'BETWEEN THE NORTH HEAD WATERS OF FREMONT AND PINE CREEKS.  IT IS ABOUT
 OW0354'4 1/2 MI. SE. OF GREEN RIVER PASS AND 5.0 MI. W. OF TITCOMB LAKES
 OW0354'REACHED BY HELICOPTER.
 OW0354'
 OW0354'STATION MARK - STANDARD TABLET SET FLUSH IN FLAT BOULDER STAMPED
 OW0354'---TIT 1968 VA---
 OW0354'
 OW0354'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0579 ***********************************************************************
 NQ0579  DESIGNATION -  TMSS 1
 NQ0579  PID         -  NQ0579
 NQ0579  STATE/COUNTY-  WY/CONVERSE
 NQ0579  USGS QUAD   -  ANTELOPE CREEK (1973)
 NQ0579
 NQ0579                         *CURRENT SURVEY CONTROL
 NQ0579  ___________________________________________________________________
 NQ0579* NAD 83(1993)-  42 45 32.17102(N)    105 16 21.49477(W)     ADJUSTED  
 NQ0579* NAVD 88     -      1627.     (meters)    5338.     (feet)  VERTCON   
 NQ0579  ___________________________________________________________________
 NQ0579  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 NQ0579  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NQ0579
 NQ0579  HORZ ORDER  -  THIRD
 NQ0579
 NQ0579.The horizontal coordinates were established by classical geodetic methods
 NQ0579.and adjusted by the National Geodetic Survey in January 1997..
 NQ0579
 NQ0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0579
 NQ0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0579
 NQ0579.The geoid height was determined by GEOID03.
 NQ0579
 NQ0579;                    North         East     Units Scale Factor Converg.
 NQ0579;SPC WY E     -   250,881.048   191,325.879   MT  0.99993843   -0 04 19.0
 NQ0579;UTM  13      - 4,734,081.694   477,691.089   MT  0.99960612   -0 11 06.4
 NQ0579
 NQ0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0579!SPC WY E     -   0.99974718  x   0.99993843  =   0.99968563
 NQ0579!UTM  13      -   0.99974718  x   0.99960612  =   0.99935340
 NQ0579
 NQ0579:                Primary Azimuth Mark                     Grid Az
 NQ0579:SPC WY E     -  TEPEE                                    199 19 31.7
 NQ0579:UTM  13      -  TEPEE                                    199 26 19.1
 NQ0579
 NQ0579|---------------------------------------------------------------------|
 NQ0579| PID    Reference Object                     Distance      Geod. Az  |
 NQ0579|                                                           dddmmss.s |
 NQ0579| NQ0560 TEPEE                               APPROX. 4.7 KM 1991512.7 |
 NQ0579|---------------------------------------------------------------------|
 NQ0579
 NQ0579                          SUPERSEDED SURVEY CONTROL
 NQ0579
 NQ0579  NAD 83(1986)-  42 45 32.15013(N)    105 16 21.48223(W) AD(       ) 3
 NQ0579  NAD 27      -  42 45 32.26534(N)    105 16 19.55267(W) AD(       ) 3
 NQ0579  NGVD 29 (07/19/86) 1626.     (m)         5335.     (f) VERT ANG       
 NQ0579
 NQ0579.Superseded values are not recommended for survey control.
 NQ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0579.See file dsdata.txt to determine how the superseded data were derived.
 NQ0579
 NQ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH7769134082(NAD 83)
 NQ0579_MARKER: DD = SURVEY DISK
 NQ0579_SETTING: 0 = UNSPECIFIED SETTING
 NQ0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0579
 NQ0579  HISTORY     - Date     Condition        Report By
 NQ0579  HISTORY     - 1948     MONUMENTED       USGS
 NQ0579
 NQ0579                          STATION DESCRIPTION
 NQ0579
 NQ0579'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0579'LOCATED ON E. END OF VERY PROMINENT HILL IN SECTION 9, R 70 W,
 NQ0579'T 32 N.
 NQ0579'
 NQ0579'TO REACH FROM IN FRONT OF CONVERSE COUNTY COURTHOUSE IN DOUGLAS, GO
 NQ0579'N. 1-1/4 BLOCKS, TURN RIGHT (E.) FOR 0.3 MI., TURN LEFT (N. AND E.)
 NQ0579'ONTO GRAVELED COUNTY RD. FOR 6.1 MI., TURN RIGHT (S.) AND (W.) ONTO
 NQ0579'FIELD RD. FOR 0.6 MI., TURN RIGHT (W. BY S.) FOR 0.1 MI. TO TOP OF
 NQ0579'HILL AND STATION.
 NQ0579'
 NQ0579'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 NQ0579'---TMSS-1-1948---.
 NQ0579'
 NQ0579'REFERENCE MARK NO. 1--3/4 IN. PIPE, DISTANCE OF 34.1 FT.,
 NQ0579'S 67 DEG 22 MIN E, FROM STATION.
 NQ0579'
 NQ0579'REFERENCE MARK NO. 2--3/4 IN. PIPE, DISTANCE OF 26.9 FT.,
 NQ0579'S 26 DEG 36 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0624 ***********************************************************************
 NQ0624  DESIGNATION -  TOLTEC
 NQ0624  PID         -  NQ0624
 NQ0624  STATE/COUNTY-  WY/ALBANY
 NQ0624  USGS QUAD   -  TOLTEC (1992)
 NQ0624
 NQ0624                         *CURRENT SURVEY CONTROL
 NQ0624  ___________________________________________________________________
 NQ0624* NAD 83(1993)-  42 19 40.66630(N)    105 44 09.50578(W)     ADJUSTED  
 NQ0624* NAVD 88     -      2674.0    (meters)    8773.     (feet)  VERTCON   
 NQ0624  ___________________________________________________________________
 NQ0624  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 NQ0624  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 NQ0624
 NQ0624  HORZ ORDER  -  SECOND
 NQ0624
 NQ0624.The horizontal coordinates were established by classical geodetic methods
 NQ0624.and adjusted by the National Geodetic Survey in January 1997..
 NQ0624
 NQ0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0624
 NQ0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0624
 NQ0624.The geoid height was determined by GEOID03.
 NQ0624
 NQ0624;                    North         East     Units Scale Factor Converg.
 NQ0624;SPC WY E     -   203,161.372   153,078.300   MT  0.99996458   -0 23 00.1
 NQ0624;UTM  13      - 4,686,452.863   439,362.218   MT  0.99964524   -0 29 44.2
 NQ0624
 NQ0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0624!SPC WY E     -   0.99958256  x   0.99996458  =   0.99954716
 NQ0624!UTM  13      -   0.99958256  x   0.99964524  =   0.99922795
 NQ0624
 NQ0624:                Primary Azimuth Mark                     Grid Az
 NQ0624:SPC WY E     -  TOLTEC AZ MK                             049 54 11.6
 NQ0624:UTM  13      -  TOLTEC AZ MK                             050 00 55.7
 NQ0624
 NQ0624|---------------------------------------------------------------------|
 NQ0624| PID    Reference Object                     Distance      Geod. Az  |
 NQ0624|                                                           dddmmss.s |
 NQ0624| CQ4236 TOLTEC AZ MK                                       0493111.5 |
 NQ0624| CQ4237 TOLTEC RM 1                           4.660 METERS 07040     |
 NQ0624| CQ4238 TOLTEC RM 2                           4.118 METERS 22604     |
 NQ0624|---------------------------------------------------------------------|
 NQ0624
 NQ0624                          SUPERSEDED SURVEY CONTROL
 NQ0624
 NQ0624  NAD 83(1986)-  42 19 40.65064(N)    105 44 09.49578(W) AD(       ) 2
 NQ0624  NAD 27      -  42 19 40.77000(N)    105 44 07.49700(W) AD(       ) 2
 NQ0624  NGVD 29 (07/19/86) 2672.9    (m)         8769.     (f) VERT ANG       
 NQ0624
 NQ0624.Superseded values are not recommended for survey control.
 NQ0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0624.See file dsdata.txt to determine how the superseded data were derived.
 NQ0624
 NQ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG3936286453(NAD 83)
 NQ0624_MARKER: DS = TRIANGULATION STATION DISK
 NQ0624_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0624
 NQ0624  HISTORY     - Date     Condition        Report By
 NQ0624  HISTORY     - 1948     MONUMENTED       CGS
 NQ0624
 NQ0624                          STATION DESCRIPTION
 NQ0624
 NQ0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0624'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE SOUTHEAST OF
 NQ0624'COLD SPRINGS AND ABOUT 1 MILE WEST OF THE DOUGLAS-ROCK RIVER
 NQ0624'ROAD ON A PROMINENT, ROCKY PEAK THAT HAS A SHEER CLIFF TO
 NQ0624'THE WEST.  THE STATION MARK IS SET FLUSH ON THE HIGHEST POINT
 NQ0624'OF THE PEAK.  IT IS STAMPED, TOLTEC 1948.
 NQ0624'
 NQ0624'REFERENCE MARK NO. 1 PROJECTS 3 FEET, IS 30 INCHES LOWER THAN
 NQ0624'THE STATION MARK AND IS STAMPED, TOLTEC NO 1 1948
 NQ0624'
 NQ0624'REFERENCE MARK NO. 2 IS SET FLUSH AT SAME ELEVATION AS THE
 NQ0624'STATION MARK.  IT IS STAMPED, TOLTEC NO 2 1948.
 NQ0624'
 NQ0624'THE AZIMUTH MARK PROJECTS 4 INCHES, IS 35 FEET WEST OF A ROAD
 NQ0624'AND 7 FEET NORTH OF A WHITE WITNESS POST.  IT IS STAMPED,
 NQ0624'TOLTEC 1948.
 NQ0624'
 NQ0624'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DOUGLAS.
 NQ0624'GO WEST ON U.S. HIGHWAY 20, 4.0 MILES TO A GRAVEL ROAD LEFT.
 NQ0624'TURN LEFT, GO 3.0 MILES TO A ROAD SHARP LEFT.  CONTINUE STRAIGHT
 NQ0624'AHEAD 10.6 MILES TO A ROAD LEFT AT SIGN, LAPREIE RANGER
 NQ0624'STATION 23.  TURN LEFT GO 2.6 MILES TO A FORK AT SIGN, LAPREIE
 NQ0624'RANGER STATION 20 DOUGLAS 20.  TURN LEFT, GO 8.4 MILES TO
 NQ0624'A ROAD RIGHT AT SIGN, DOUGLAS 29 LA BONTE CANYON 12.  CONTINUE
 NQ0624'TO LEFT 12.9 MILES TO SIGN ON LEFT, LA BONTE CANYON.  CONTINUE
 NQ0624'STRAIGHT AHEAD 3.9 MILES TO A DIM ROAD RIGHT.  CONTINUE ON
 NQ0624'MAIN ROAD 0.25 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE 1.3
 NQ0624'MILE TO ABANDONED BUILDINGS ON RIGHT.  TURN RIGHT, PASS
 NQ0624'BUILDINGS, GO 0.2 MILE TO END OF TRUCK TRAVEL AT AN ASPEN
 NQ0624'GROVE.  FROM HERE WALK WESTERLY TO HIGHEST POINT AND
 NQ0624'STATION.  AN HOUR AND A HALF PACK, BY TAKING THE LAST DIM
 NQ0624'ROAD TO RIGHT MENTIONED ABOVE IT IS POSSIBLE TO GET CLOSER
 NQ0624'TO THE STATION WITH A TRUCK.  THE END OF TRUCK TRAVEL
 NQ0624'WOULD BE IN THE VICINITY OF SOME BEAVER DAMS.  IT IS BELIEVED
 NQ0624'THE PACK WOULD THEN BE ABOUT 45 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0485 ***********************************************************************
 PV0485  DESIGNATION -  TOM
 PV0485  PID         -  PV0485
 PV0485  STATE/COUNTY-  WY/WESTON
 PV0485  USGS QUAD   -  INYAN KARA MOUNTAIN (1984)
 PV0485
 PV0485                         *CURRENT SURVEY CONTROL
 PV0485  ___________________________________________________________________
 PV0485* NAD 83(1993)-  44 09 11.52029(N)    104 19 20.64271(W)     ADJUSTED  
 PV0485* NAVD 88     -      1789.1    (meters)    5870.     (feet)  VERTCON   
 PV0485  ___________________________________________________________________
 PV0485  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 PV0485  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 PV0485
 PV0485  HORZ ORDER  -  THIRD
 PV0485
 PV0485.The horizontal coordinates were established by classical geodetic methods
 PV0485.and adjusted by the National Geodetic Survey in January 1997..
 PV0485
 PV0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0485
 PV0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0485
 PV0485.The geoid height was determined by GEOID03.
 PV0485
 PV0485;                    North         East     Units Scale Factor Converg.
 PV0485;SPC WY E     -   406,117.509   267,536.726   MT  0.99999358   +0 35 17.2
 PV0485;UTM  13      - 4,889,111.862   554,185.974   MT  0.99963611   +0 28 19.2
 PV0485
 PV0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0485!SPC WY E     -   0.99972166  x   0.99999358  =   0.99971524
 PV0485!UTM  13      -   0.99972166  x   0.99963611  =   0.99935787
 PV0485
 PV0485:                Primary Azimuth Mark                     Grid Az
 PV0485:SPC WY E     -  OIL                                      148 52 13.4
 PV0485:UTM  13      -  OIL                                      148 59 11.4
 PV0485
 PV0485|---------------------------------------------------------------------|
 PV0485| PID    Reference Object                     Distance      Geod. Az  |
 PV0485|                                                           dddmmss.s |
 PV0485| PV0488 OIL                                 APPROX. 6.9 KM 1492730.6 |
 PV0485|---------------------------------------------------------------------|
 PV0485
 PV0485                          SUPERSEDED SURVEY CONTROL
 PV0485
 PV0485  NAD 83(1986)-  44 09 11.51767(N)    104 19 20.63262(W) AD(       ) 3
 PV0485  NAD 27      -  44 09 11.58511(N)    104 19 18.82919(W) AD(       ) 3
 PV0485  NGVD 29 (07/19/86) 1788.4    (m)         5867.     (f) VERT ANG       
 PV0485
 PV0485.Superseded values are not recommended for survey control.
 PV0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0485.See file dsdata.txt to determine how the superseded data were derived.
 PV0485
 PV0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ5418689112(NAD 83)
 PV0485_MARKER: DD = SURVEY DISK
 PV0485_SETTING: 0 = UNSPECIFIED SETTING
 PV0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0485
 PV0485  HISTORY     - Date     Condition        Report By
 PV0485  HISTORY     - 1957     MONUMENTED       USGS
 PV0485
 PV0485                          STATION DESCRIPTION
 PV0485
 PV0485'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 PV0485'THE STATION IS LOCATED ABOUT 9 MI. (AIRLINE) NW. OF FOUR CORNERS,
 PV0485'WYOMING, ABOUT 16 MI. (AIRLINE) E. OF UPTON, WYOMING, ON TOP OF A
 PV0485'PROMINENT HILL KNOWN LOCALLY AS MT. TOM.
 PV0485'
 PV0485'TO REACH THE STATION FROM SUNDANCE, WYOMING, FOLLOW STATE HIGHWAY 585
 PV0485'SE. FOR 24.5 MI. TO COUNTY RD. W.  TURN RIGHT (W.) AND FOLLOW COUNTY
 PV0485'RD. FOR 8.3 MI., TURN RIGHT (N.) GOING THRU SEWELL RANCH YARD AND
 PV0485'FOLLOW RANCH RD. UP A BRANCH OF SKULL CREEK 1.9 MI. TO Y-RD. FORK AND
 PV0485'STOCK TANK.  TAKE RIGHT FORK AND CONTINUE FOR 0.5 MI. TO A CORRAL.
 PV0485'PASS TO THE LEFT OF THE CORRAL AND FOLLOW RD. 0.1 MI. TO TOP OF HILL
 PV0485'AND GATE.  PASS THRU GATE AND CONTINUE N. FOR 0.1 MI. TO GATE.  TURN
 PV0485'E. THRU GATE AND GO UP HILL AND FOLLOW TOP OF RIDGE FOR 0.9 MI. TO
 PV0485'FOOT OF LARGE HILL.  GO UP HILL 0.1 MI. TO END OF TRUCK TRAVEL.  PACK
 PV0485'UP HILL TO TOP AND STATION.
 PV0485'
 PV0485'STATION MARK--A STANDARD TABLET STAMPED ---TOM 1957--- AND SET IN TOP
 PV0485'OF A 4 IN. IRON PIPE.
 PV0485'
 PV0485'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0655 ***********************************************************************
 NQ0655  DESIGNATION -  TOMAHAWK
 NQ0655  PID         -  NQ0655
 NQ0655  STATE/COUNTY-  WY/CONVERSE
 NQ0655  USGS QUAD   -  LA PRELE RESERVOIR (1964)
 NQ0655
 NQ0655                         *CURRENT SURVEY CONTROL
 NQ0655  ___________________________________________________________________
 NQ0655* NAD 83(1993)-  42 39 43.51205(N)    105 35 47.85415(W)     ADJUSTED  
 NQ0655* NAVD 88     -      1925.0    (meters)    6316.     (feet)  VERTCON   
 NQ0655  ___________________________________________________________________
 NQ0655  LAPLACE CORR-          -8.58  (seconds)                    DEFLEC99
 NQ0655  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 NQ0655
 NQ0655  HORZ ORDER  -  THIRD
 NQ0655
 NQ0655.The horizontal coordinates were established by classical geodetic methods
 NQ0655.and adjusted by the National Geodetic Survey in January 1997..
 NQ0655
 NQ0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0655
 NQ0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0655
 NQ0655.The geoid height was determined by GEOID03.
 NQ0655
 NQ0655;                    North         East     Units Scale Factor Converg.
 NQ0655;SPC WY E     -   240,207.149   164,751.354   MT  0.99995278   -0 17 29.0
 NQ0655;UTM  13      - 4,723,463.732   451,104.275   MT  0.99962941   -0 24 15.6
 NQ0655
 NQ0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0655!SPC WY E     -   0.99970026  x   0.99995278  =   0.99965306
 NQ0655!UTM  13      -   0.99970026  x   0.99962941  =   0.99932978
 NQ0655
 NQ0655:                Primary Azimuth Mark                     Grid Az
 NQ0655:SPC WY E     -  LA PRELE                                 014 41 53.9
 NQ0655:UTM  13      -  LA PRELE                                 014 48 40.5
 NQ0655
 NQ0655|---------------------------------------------------------------------|
 NQ0655| PID    Reference Object                     Distance      Geod. Az  |
 NQ0655|                                                           dddmmss.s |
 NQ0655| NQ0654 LA PRELE                            APPROX. 6.3 KM 0142424.9 |
 NQ0655|---------------------------------------------------------------------|
 NQ0655
 NQ0655                          SUPERSEDED SURVEY CONTROL
 NQ0655
 NQ0655  NAD 83(1986)-  42 39 43.49358(N)    105 35 47.84121(W) AD(       ) 3
 NQ0655  NAD 27      -  42 39 43.61271(N)    105 35 45.86664(W) AD(       ) 3
 NQ0655  NGVD 29 (07/19/86) 1924.1    (m)         6313.     (f) VERT ANG       
 NQ0655
 NQ0655.Superseded values are not recommended for survey control.
 NQ0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0655.See file dsdata.txt to determine how the superseded data were derived.
 NQ0655
 NQ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH5110423464(NAD 83)
 NQ0655_MARKER: DD = SURVEY DISK
 NQ0655_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0655_SP_SET: SET IN ROCK OUTCROP
 NQ0655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0655+STABILITY: POSITION/ELEVATION WELL
 NQ0655
 NQ0655  HISTORY     - Date     Condition        Report By
 NQ0655  HISTORY     - 1947     MONUMENTED       USGS
 NQ0655
 NQ0655                          STATION DESCRIPTION
 NQ0655
 NQ0655'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0655'LOCATED ABOUT 13 MI. SW. OF DOUGLAS, ABOUT 3.0 MI. E. OF CROSS RANCH
 NQ0655'AND 2.5 MI. E. OF COLD SPRINGS RD., ON TOP OF A PROMINENT BARE HILL.
 NQ0655'
 NQ0655'TO REACH FROM DOUGLAS POST OFFICE, GO W. ON U.S. HIGHWAYS 20 AND 85,
 NQ0655'4.0 MI. TO SIDE RD., TURN LEFT OFF HIGHWAY AND GO S. ON COLD SPRINGS
 NQ0655'RD. 13.7 MI. TO A GATE ON LEFT SIDE OF RD., APPROXIMATELY 150 YDS. E.
 NQ0655'OF CATTLE PENS, TURN LEFT THRU GATE AND GO 2.4 MI. ON RANCH RD. TO
 NQ0655'TOP OF HILL WHERE ANOTHER GATE WILL BE FOUND A FEW PACES OFF THE RD.
 NQ0655'TO THE LEFT.  PASS THRU GATE AND PROCEED N. ACROSS COUNTRY ABOUT 1.0
 NQ0655'MI. TO HIGHEST POINT AND STATION.
 NQ0655'
 NQ0655'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP, STAMPED
 NQ0655'---TOMAHAWK 1947---.
 NQ0655'
 NQ0655'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN ROCK OUTCROP
 NQ0655'14.10 FT. FROM STATION, N 21 DEG 21 MIN E.
 NQ0655'
 NQ0655'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN ROCK OUTCROP
 NQ0655'25.90 FT. FROM STATION, S 71 DEG 51 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1282 ***********************************************************************
 PY1282  CBN         -  This is a Cooperative Base Network Control Station.
 PY1282  DESIGNATION -  TONI
 PY1282  PID         -  PY1282
 PY1282  STATE/COUNTY-  WY/TETON
 PY1282  USGS QUAD   -  SUMMIT LAKE (1986)
 PY1282
 PY1282                         *CURRENT SURVEY CONTROL
 PY1282  ___________________________________________________________________
 PY1282* NAD 83(1993)-  44 24 47.59326(N)    110 57 21.12075(W)     ADJUSTED  
 PY1282* NAVD 88     -      2618.1    (meters)    8590.     (feet)  GPS OBS   
 PY1282  ___________________________________________________________________
 PY1282  X           -  -1,632,782.979 (meters)                     COMP
 PY1282  Y           -  -4,263,357.697 (meters)                     COMP
 PY1282  Z           -   4,442,831.173 (meters)                     COMP
 PY1282  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 PY1282  ELLIP HEIGHT-        2609.23  (meters)          (09/07/01) GPS OBS
 PY1282  GEOID HEIGHT-          -8.98  (meters)                     GEOID03
 PY1282
 PY1282  HORZ ORDER  -  B
 PY1282  ELLP ORDER  -  FOURTH    CLASS I
 PY1282
 PY1282.The horizontal coordinates were established by GPS observations
 PY1282.and adjusted by the National Geodetic Survey in May 1992..
 PY1282
 PY1282.The orthometric height was determined by GPS observations and a
 PY1282.high-resolution geoid model.
 PY1282
 PY1282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1282
 PY1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1282
 PY1282.The ellipsoidal height was determined by GPS observations
 PY1282.and is referenced to NAD 83.
 PY1282
 PY1282.The geoid height was determined by GEOID03.
 PY1282
 PY1282;                    North         East     Units Scale Factor Converg.
 PY1282;SPC WY W     -   535,032.267   730,509.224   MT  0.99999687   -0 36 38.3
 PY1282;UTM  12      - 4,917,770.928   503,513.684   MT  0.99960015   +0 01 51.2
 PY1282
 PY1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1282!SPC WY W     -   0.99959105  x   0.99999687  =   0.99958792
 PY1282!UTM  12      -   0.99959105  x   0.99960015  =   0.99919136
 PY1282
 PY1282                          SUPERSEDED SURVEY CONTROL
 PY1282
 PY1282  ELLIP H (05/15/92) 2609.32   (m)                       GP(       ) 4 2
 PY1282  NAD 83(1993)-  44 24 47.58454(N)    110 57 21.10250(W) AD(       ) 1
 PY1282  NGVD 29 (04/22/91) 2616.6    (m)         8585.     (f) GPS OBS        
 PY1282
 PY1282.Superseded values are not recommended for survey control.
 PY1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1282.See file dsdata.txt to determine how the superseded data were derived.
 PY1282
 PY1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ0351417771(NAD 83)
 PY1282_MARKER: DH = HORIZONTAL CONTROL DISK
 PY1282_SETTING: 66 = SET IN ROCK OUTCROP
 PY1282_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 PY1282_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1282+STABILITY: POSITION/ELEVATION WELL
 PY1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1282+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY1282
 PY1282  HISTORY     - Date     Condition        Report By
 PY1282  HISTORY     - 1987     MONUMENTED       NGS
 PY1282
 PY1282                          STATION DESCRIPTION
 PY1282
 PY1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1282'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF YELLOWSTONE
 PY1282'NATIONAL PARK, ABOUT 11.3 KM (7 MI) SOUTHWEST OF OLD
 PY1282'FAITHFUL GEYSER,
 PY1282'8.0 KM (5 MI) EAST OF THE IDAHO-WYOMING STATE LINE AND
 PY1282'1.2 KM (0.75 MI) WEST OF SUMMIT LAKE.
 PY1282'OWNERSHIP--NATIONAL PARK SERVICE.
 PY1282'
 PY1282'THE STATION WAS REACHED BY HELICOPTER FROM THE MADISON JUNCTION DRY
 PY1282'DUMP BY FLYING SOUTHWEST TO SUMMIT LAKE, THEN FLYING DUE WEST FOR
 PY1282'1.2 KM (0.75 MI) TO THE STATION, IN THE MIDDLE OF A DRY LAKE BED.
 PY1282'
 PY1282'THE STATION IS A STANDARD NGS DISK
 PY1282'STAMPED---TONI 1987---,
 PY1282'SET INTO A DRILL HOLE IN ROCK OUTCROP OF 2.8 METERS LARGEST
 PY1282'DIMENSION PROJECTING 48 CM ABOVE GROUND.  LOCATED
 PY1282'111.8 METERS (367 FT) NORTH FROM THE HIGH WATER LINE AT SOUTH EDGE
 PY1282'OF LAKE BED,
 PY1282'43.0 METERS (141 FT) EAST FROM THE HIGH WATER LINE AT WEST EDGE OF
 PY1282'LAKE BED AND
 PY1282'2.7 METERS (9.0 FT) SOUTH FROM A SPLIT ROCK WITH STEAM VENT.
 PY1282'
 PY1282'NO REFERENCE MARKS WERE SET AT THIS TIME.
 PY1282'
 PY1282'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1282'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1282'
 PY1282'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1282'
 PY1282'DESCRIBED BY R.W. MCALLISTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0387 ***********************************************************************
 OV0387  DESIGNATION -  TOOTH
 OV0387  PID         -  OV0387
 OV0387  STATE/COUNTY-  WY/JOHNSON
 OV0387  USGS QUAD   -  BEARTRAP MEADOWS (1976)
 OV0387
 OV0387                         *CURRENT SURVEY CONTROL
 OV0387  ___________________________________________________________________
 OV0387* NAD 83(1993)-  43 53 22.95322(N)    107 00 29.58987(W)     ADJUSTED  
 OV0387* NAVD 88     -      2569.3    (meters)    8429.     (feet)  VERTCON   
 OV0387  ___________________________________________________________________
 OV0387  LAPLACE CORR-          -8.75  (seconds)                    DEFLEC99
 OV0387  GEOID HEIGHT-         -10.19  (meters)                     GEOID03
 OV0387
 OV0387  HORZ ORDER  -  THIRD
 OV0387
 OV0387.The horizontal coordinates were established by classical geodetic methods
 OV0387.and adjusted by the National Geodetic Survey in January 1997..
 OV0387
 OV0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0387
 OV0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0387
 OV0387.The geoid height was determined by GEOID03.
 OV0387
 OV0387;                    North         East     Units Scale Factor Converg.
 OV0387;SPC WYEC     -   476,546.931   426,122.779   MT  0.99994589   +0 13 31.4
 OV0387;UTM  13      - 4,861,583.429   338,693.507   MT  0.99992004   -1 23 33.2
 OV0387
 OV0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0387!SPC WYEC     -   0.99959887  x   0.99994589  =   0.99954478
 OV0387!UTM  13      -   0.99959887  x   0.99992004  =   0.99951894
 OV0387
 OV0387:                Primary Azimuth Mark                     Grid Az
 OV0387:SPC WYEC     -  FLINT                                    168 44 39.7
 OV0387:UTM  13      -  FLINT                                    170 21 44.3
 OV0387
 OV0387|---------------------------------------------------------------------|
 OV0387| PID    Reference Object                     Distance      Geod. Az  |
 OV0387|                                                           dddmmss.s |
 OV0387| OV0384 FLINT                               APPROX. 6.3 KM 1685811.1 |
 OV0387|---------------------------------------------------------------------|
 OV0387
 OV0387                          SUPERSEDED SURVEY CONTROL
 OV0387
 OV0387  NAD 83(1986)-  43 53 22.93711(N)    107 00 29.57259(W) AD(       ) 3
 OV0387  NAD 27      -  43 53 23.06422(N)    107 00 27.33369(W) AD(       ) 3
 OV0387  NGVD 29 (07/19/86) 2568.3    (m)         8426.     (f) VERT ANG       
 OV0387
 OV0387.Superseded values are not recommended for survey control.
 OV0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0387.See file dsdata.txt to determine how the superseded data were derived.
 OV0387
 OV0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ3869461583(NAD 83)
 OV0387_MARKER: DD = SURVEY DISK
 OV0387_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0387_SP_SET: PREFABRICATED CONCRETE POST
 OV0387
 OV0387  HISTORY     - Date     Condition        Report By
 OV0387  HISTORY     - 1959     MONUMENTED       USGS
 OV0387  HISTORY     - 1966     GOOD             USGS
 OV0387
 OV0387                          STATION DESCRIPTION
 OV0387
 OV0387'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0387'STATION IS LOCATED ABOUT 11.7 MI. AIR NW. OF MAYOWORTH, NEAR THE SE.
 OV0387'1/4 SE. 1/4 SEC. 1 T. 45 N., R. 85 W.,
 OV0387'
 OV0387'TO REACH STATION FROM MAYOWORTH JUNCTION, DRIVE W. FOR 2.8 MI. ALONG A
 OV0387'GRAVEL COUNTY RD. TO Y-JUNCTION, THENCE LEFT, TRAVEL W. 8.7 MI. UP
 OV0387'ZIG ZAG GRADED RD. TO Y- JUNCTION TO ARNDT RANCH, THENCE RIGHT, TRAVEL
 OV0387'N.3.8 MI.ALONG GRADED COUNTY RD.TO CREST OF RIDGE AND DIM Y-JUNCTION
 OV0387'S.THENCE LEFT S.0.2 MI.ALONG TRACK RD. TO GATE AT E-W. FENCE THENCE S.
 OV0387'1.3 MI. TO Y-RD., THENCE LEFT TRAVEL S. 0.6 MI. TO RD. AT CREST.
 OV0387'0.2 MI. N. OF GATE.  THENCE RIGHT, TRAVEL 0.1 MI. W. TO OPEN TOP
 OV0387'WHICH IS RIMMED BY PINE TIMBER AND STATION SITE.
 OV0387'
 OV0387'SEC. COR. 1, 12, 6, 7, T.45 N.,R.84 W.,IS 290 FT. STADIA
 OV0387'S 49 DEG 23 MIN E.
 OV0387'
 OV0387'RECOVERED.
 OV0387'
 OV0387'STATION MARK - STANDARD TABLET STAMPED ---TOOTH 1959 ET 1966---.
 OV0387'SET IN A 2 IN. PIPE PROJECTING 0.1 FT. ABOVE GROUND.
 OV0387'
 OV0387'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0472 ***********************************************************************
 NR0472  DESIGNATION -  TOP
 NR0472  PID         -  NR0472
 NR0472  STATE/COUNTY-  WY/FREMONT
 NR0472  USGS QUAD   -  PUDDLE SPRINGS (1984)
 NR0472
 NR0472                         *CURRENT SURVEY CONTROL
 NR0472  ___________________________________________________________________
 NR0472* NAD 83(1993)-  42 47 49.28435(N)    107 44 38.58246(W)     ADJUSTED  
 NR0472* NAVD 88     -      1883.4    (meters)    6179.     (feet)  VERTCON   
 NR0472  ___________________________________________________________________
 NR0472  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 NR0472  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 NR0472
 NR0472  HORZ ORDER  -  THIRD
 NR0472
 NR0472.The horizontal coordinates were established by classical geodetic methods
 NR0472.and adjusted by the National Geodetic Survey in January 1997..
 NR0472
 NR0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0472
 NR0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0472
 NR0472.The geoid height was determined by GEOID03.
 NR0472
 NR0472;                    North         East     Units Scale Factor Converg.
 NR0472;SPC WYWC     -   255,597.190   682,290.755   MT  1.00002078   +0 41 00.5
 NR0472;UTM  13      - 4,741,927.344   275,595.411   MT  1.00021957   -1 51 54.3
 NR0472
 NR0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0472!SPC WYWC     -   0.99970673  x   1.00002078  =   0.99972751
 NR0472!UTM  13      -   0.99970673  x   1.00021957  =   0.99992624
 NR0472
 NR0472:                Primary Azimuth Mark                     Grid Az
 NR0472:SPC WYWC     -  LOW                                      355 19 33.9
 NR0472:UTM  13      -  LOW                                      357 52 28.7
 NR0472
 NR0472|---------------------------------------------------------------------|
 NR0472| PID    Reference Object                     Distance      Geod. Az  |
 NR0472|                                                           dddmmss.s |
 NR0472| NR0473 LOW                                 APPROX. 1.8 KM 3560034.4 |
 NR0472|---------------------------------------------------------------------|
 NR0472
 NR0472                          SUPERSEDED SURVEY CONTROL
 NR0472
 NR0472  NAD 83(1986)-  42 47 49.27316(N)    107 44 38.58429(W) AD(       ) 3
 NR0472  NAD 27      -  42 47 49.42862(N)    107 44 36.30964(W) AD(       ) 3
 NR0472  NGVD 29 (07/19/86) 1882.4    (m)         6176.     (f) VERT ANG       
 NR0472
 NR0472.Superseded values are not recommended for survey control.
 NR0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0472.See file dsdata.txt to determine how the superseded data were derived.
 NR0472
 NR0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH7559541927(NAD 83)
 NR0472_MARKER: DD = SURVEY DISK
 NR0472_SETTING: 0 = UNSPECIFIED SETTING
 NR0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0472
 NR0472  HISTORY     - Date     Condition        Report By
 NR0472  HISTORY     - 1950     MONUMENTED       USGS
 NR0472
 NR0472                          STATION DESCRIPTION
 NR0472
 NR0472'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NR0472'STATION IS LOCATED ABOUT 24.9 MI. S. AND 1.7 MI. W. OF MONETA,
 NR0472'WYOMING.
 NR0472'
 NR0472'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED EASTERLY ALONG U.S.
 NR0472'HIGHWAY (20-26) FOR 0.4 MI., TURN RIGHT (S.) ON GRADED COUNTY RD. AND
 NR0472'PROCEED 1.2 MI. TO RD. FORKS, TURN RIGHT WESTERLY AND CONTINUE ON MAIN
 NR0472'GRADED COUNTY RD. 21.9 MI. TO RD. FORKS, TURN RIGHT AND CONTINUE 1.1
 NR0472'MI. TO INTERSECTION WITH THE PIPELINE RD., CONTINUE STRAIGHT AHEAD 4.9
 NR0472'MI. TO RD. FORKS, TURN RIGHT, SW. AND PROCEED 0.8 MI. TO MUSKRAT
 NR0472'CREEK, CROSS MUSKRAT CREEK AND PROCEED 0.1 MI.  STATION LIES ON A
 NR0472'HIGH KNOLL ABOUT 2,000 FT. TO THE RIGHT, SW. OF THE RD.
 NR0472'
 NR0472'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST AND PROJECTING
 NR0472'ABOUT 2 IN. ABOVE GROUND SURFACE, AND STAMPED ---WR TOP 1950 VABM
 NR0472'6176---.
 NR0472'
 NR0472'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0545 ***********************************************************************
 NR0545  DESIGNATION -  TOPS
 NR0545  PID         -  NR0545
 NR0545  STATE/COUNTY-  WY/CARBON
 NR0545  USGS QUAD   -  LEO (1982)
 NR0545
 NR0545                         *CURRENT SURVEY CONTROL
 NR0545  ___________________________________________________________________
 NR0545* NAD 83(1993)-  42 21 43.23742(N)    106 47 30.95236(W)     ADJUSTED  
 NR0545* NAVD 88     -      2351.3    (meters)    7714.     (feet)  VERTCON   
 NR0545  ___________________________________________________________________
 NR0545  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 NR0545  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 NR0545
 NR0545  HORZ ORDER  -  THIRD
 NR0545
 NR0545.The horizontal coordinates were established by classical geodetic methods
 NR0545.and adjusted by the National Geodetic Survey in January 1997..
 NR0545
 NR0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0545
 NR0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0545
 NR0545.The geoid height was determined by GEOID03.
 NR0545
 NR0545;                    North         East     Units Scale Factor Converg.
 NR0545;SPC WYEC     -   306,928.139   444,597.718   MT  0.99996196   +0 21 53.3
 NR0545;UTM  13      - 4,691,526.188   352,438.371   MT  0.99986791   -1 12 27.5
 NR0545
 NR0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0545!SPC WYEC     -   0.99963332  x   0.99996196  =   0.99959529
 NR0545!UTM  13      -   0.99963332  x   0.99986791  =   0.99950128
 NR0545
 NR0545:                Primary Azimuth Mark                     Grid Az
 NR0545:SPC WYEC     -  GREEN                                    252 08 33.6
 NR0545:UTM  13      -  GREEN                                    253 42 54.4
 NR0545
 NR0545|---------------------------------------------------------------------|
 NR0545| PID    Reference Object                     Distance      Geod. Az  |
 NR0545|                                                           dddmmss.s |
 NR0545| NR0527 GREEN                               APPROX. 4.1 KM 2523026.9 |
 NR0545|---------------------------------------------------------------------|
 NR0545
 NR0545                          SUPERSEDED SURVEY CONTROL
 NR0545
 NR0545  NAD 83(1986)-  42 21 43.22372(N)    106 47 30.94018(W) AD(       ) 3
 NR0545  NGVD 29 (09/08/93) 2350.3    (m)         7711.     (f) VERT ANG       
 NR0545
 NR0545.Superseded values are not recommended for survey control.
 NR0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0545.See file dsdata.txt to determine how the superseded data were derived.
 NR0545
 NR0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5243891526(NAD 83)
 NR0545_MARKER: DS = TRIANGULATION STATION DISK
 NR0545_SETTING: 0 = UNSPECIFIED SETTING
 NR0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0545
 NR0545  HISTORY     - Date     Condition        Report By
 NR0545  HISTORY     - 1948     MONUMENTED       USGS
 NR0545
 NR0545                          STATION DESCRIPTION
 NR0545
 NR0545'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0545'LOCATED ABOUT 1.5 MI. NE. FROM PYRAMID PEAK, IN THE W. PART OF SEC.
 NR0545'30, T 28 N, R 83 W, IN THE CENTER PART OF A ROCKY CLIFF, ON THE W.
 NR0545'SIDE OF MOUNTAIN, ABOUT 2.0 MI. SE. OF PEDRO SCHOOL.
 NR0545'
 NR0545'TO REACH FROM ALCOVA VILLAGE, FOLLOW COUNTY RD. S. OF ALCOVA BRIDGE
 NR0545'OVER THE NORTH PLATTE RIVER 14.8 MI.  THEN TAKE SIDE RD. 0.1 MI. TO
 NR0545'FENCE GATE, GO W. 1.3 MI. TO CROSSROAD, FOLLOW THE RD. S. 1.4 MI. TO
 NR0545'RANCH HOUSE, FOLLOW RD. BY THE RANCH HOUSE 0.3 MI. S. TO FORK IN RD.,
 NR0545'GO RIGHT 0.8 MI. TO RESERVOIR, THEN GO W. 0.1 MI. TO BASE OF MOUNTAIN,
 NR0545'WALK UP THE SIDE OF THE MOUNTAIN IN WESTERLY DIRECTION ABOUT 0.5 MI.
 NR0545'TO STATION.  ABOUT A 30 MINUTE PACK.
 NR0545'
 NR0545'STATION MARK--A STANDARD TABLET CEMENTED IN DRILLED HOLE IN A ROCK,
 NR0545'AND STAMPED---TOPS 1948---, ALSO STAMPED---VABM 7718---.
 NR0545'
 NR0545'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN A DRILLED
 NR0545'HOLE IN A ROCK, 22.0 FT. E. OF THE STATION MARK N 65 DEGREES
 NR0545'16 MINUTES, SW.   STAMPED---TOPS 1948 NO. 1---.
 NR0545'
 NR0545'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN A DRILLED
 NR0545'HOLE IN A ROCK, 40.8 FT. S. OF THE STATION MARK N 27 DEGREES
 NR0545'25 MINUTES, NW.    STAMPED---TOPS 1948 NO. 2---.
 NR0545'
 NR0545'(OK AS DESCRIBED -53 JWG)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0496 ***********************************************************************
 NQ0496  DESIGNATION -  TOR
 NQ0496  PID         -  NQ0496
 NQ0496  STATE/COUNTY-  WY/PLATTE
 NQ0496  USGS QUAD   -  REGISTER CLIFF (1990)
 NQ0496
 NQ0496                         *CURRENT SURVEY CONTROL
 NQ0496  ___________________________________________________________________
 NQ0496* NAD 83(1993)-  42 08 25.04646(N)    104 39 42.42314(W)     ADJUSTED  
 NQ0496* NAVD 88     -      1464.     (meters)    4803.     (feet)  SCALED    
 NQ0496  ___________________________________________________________________
 NQ0496  LAPLACE CORR-          -9.56  (seconds)                    DEFLEC99
 NQ0496  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 NQ0496
 NQ0496  HORZ ORDER  -  SECOND
 NQ0496
 NQ0496.The horizontal coordinates were established by classical geodetic methods
 NQ0496.and adjusted by the National Geodetic Survey in January 1997..
 NQ0496
 NQ0496.The orthometric height was scaled from a topographic map.
 NQ0496
 NQ0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0496
 NQ0496.The geoid height was determined by GEOID03.
 NQ0496
 NQ0496;                    North         East     Units Scale Factor Converg.
 NQ0496;SPC WY E     -   182,282.858   241,735.338   MT  0.99995892   +0 20 19.5
 NQ0496;UTM  13      - 4,665,408.077   527,948.635   MT  0.99960961   +0 13 36.9
 NQ0496
 NQ0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0496!SPC WY E     -   0.99977289  x   0.99995892  =   0.99973182
 NQ0496!UTM  13      -   0.99977289  x   0.99960961  =   0.99938259
 NQ0496
 NQ0496|---------------------------------------------------------------------|
 NQ0496| PID    Reference Object                     Distance      Geod. Az  |
 NQ0496|                                                           dddmmss.s |
 NQ0496| CQ4246 TOR RM 1                             14.671 METERS 00110     |
 NQ0496| CQ4247 TOR RM 2                             24.915 METERS 28954     |
 NQ0496| CQ4296 RF 17 4655                                         2981055.9 |
 NQ0496|---------------------------------------------------------------------|
 NQ0496
 NQ0496                          SUPERSEDED SURVEY CONTROL
 NQ0496
 NQ0496  NAD 83(1986)-  42 08 25.02572(N)    104 39 42.41926(W) AD(       ) 2
 NQ0496  NAD 27      -  42 08 25.14240(N)    104 39 40.55580(W) AD(       ) 2
 NQ0496
 NQ0496.Superseded values are not recommended for survey control.
 NQ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0496.See file dsdata.txt to determine how the superseded data were derived.
 NQ0496
 NQ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG2794965408(NAD 83)
 NQ0496_MARKER: DB = BENCH MARK DISK
 NQ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0496
 NQ0496  HISTORY     - Date     Condition        Report By
 NQ0496  HISTORY     - 1963     MONUMENTED       USGS
 NQ0496
 NQ0496                          STATION DESCRIPTION
 NQ0496
 NQ0496'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (BMK)
 NQ0496'THE STATION IS LOCATED ON THE HIGHEST POINT OF AN EAST-WEST
 NQ0496'RIDGE, ABOUT 15-1/2 MILES EAST AND 5-1/2 MILES NORTH OF
 NQ0496'WHEATLAND AND 7-1/2 MILES WEST AND 5 MILES SOUTH OF FORT
 NQ0496'LARAMIE, IN THE CENTER OF SECTION 16 T25N R65W.  ON PROPERTY
 NQ0496'OWNED BY MR. J.R. BLENINS.
 NQ0496'
 NQ0496'TO REACH THE STATION FROM THE POST OFFICE IN FORT LARAMIE
 NQ0496'GO WEST ON THE OLD FORT LARAMIE ROAD FOR 3.5 MILES TO FORKS,
 NQ0496'TAKE RIGHT FORK AND CONTINUE WESTERLY ON GRAVELED ROAD FOR
 NQ0496'7.0 MILES TO A SIDE ROAD RIGHT CONTINUE STRAIGHT AHEAD ON
 NQ0496'GRAVELED ROAD, SOUTH, FOR 0.4 MILE TO A RANCH HOUSE ON THE
 NQ0496'RIGHT AND THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON
 NQ0496'GRAVELED ROAD FOR 0.7 MILE TO WHERE GRAVELED ROAD CURVES
 NQ0496'RIGHT AND GATE ON THE LEFT, TURN LEFT THROUGH GATE AND GO
 NQ0496'NORTHEASTERLY ON TRACK ROAD FOR 0.4 MILE TO THE HIGHEST POINT
 NQ0496'AND STATION.
 NQ0496'
 NQ0496'THE STATION MARK IS A USGS BENCH MARK DISK STAMPED TOR 4802
 NQ0496'1950 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT
 NQ0496'PROJECTS 4 INCHES.  IT IS 5.6 FEET SOUTHWEST OF A WITNESS
 NQ0496'POST.
 NQ0496'
 NQ0496'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TOR USGS NO 1
 NQ0496'1963 CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 NQ0496'THE SURFACE OF THE GROUND.  IT IS 50.5 FEET NORTHWEST OF THE
 NQ0496'WITNESS POST.
 NQ0496'
 NQ0496'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TOR USGS NO 2
 NQ0496'1963 CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 NQ0496'THE SURFACE OF THE GROUND.  IT IS 87.3 FEET SOUTHWEST OF
 NQ0496'THE WITNESS POST.
 NQ0496'
 NQ0496'THE AZIMUTH MARK IS A USGS BENCH MARK DISK STAMPED RF 17
 NQ0496'4655 1947 SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 NQ0496'THAT PROJECTS 3 INCHES.  IT IS 28 FEET SOUTH OF THE CENTER OF
 NQ0496'A FIELD ROAD, 26 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 NQ0496'2.3 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0550 ***********************************************************************
 PW0550  DESIGNATION -  TORCH
 PW0550  PID         -  PW0550
 PW0550  STATE/COUNTY-  WY/BIG HORN
 PW0550  USGS QUAD   -  WILD HORSE FLATS (1978)
 PW0550
 PW0550                         *CURRENT SURVEY CONTROL
 PW0550  ___________________________________________________________________
 PW0550* NAD 83(1993)-  44 24 50.24696(N)    107 59 54.51168(W)     ADJUSTED  
 PW0550* NAVD 88     -      1392.9    (meters)    4570.     (feet)  VERTCON   
 PW0550  ___________________________________________________________________
 PW0550  LAPLACE CORR-          13.59  (seconds)                    DEFLEC99
 PW0550  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 PW0550
 PW0550  HORZ ORDER  -  FIRST
 PW0550
 PW0550.The horizontal coordinates were established by classical geodetic methods
 PW0550.and adjusted by the National Geodetic Survey in January 1997..
 PW0550
 PW0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0550
 PW0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0550
 PW0550.The geoid height was determined by GEOID03.
 PW0550
 PW0550;                    North         East     Units Scale Factor Converg.
 PW0550;SPC WYEC     -   534,959.053   347,027.085   MT  0.99997200   -0 27 55.8
 PW0550;UTM  13      - 4,922,225.509   261,275.269   MT  1.00030091   -2 05 58.0
 PW0550;UTM  12      - 4,922,234.412   738,967.489   MT  1.00030234   +2 06 05.7
 PW0550
 PW0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0550!SPC WYEC     -   0.99978361  x   0.99997200  =   0.99975562
 PW0550!UTM  13      -   0.99978361  x   1.00030091  =   1.00008445
 PW0550!UTM  12      -   0.99978361  x   1.00030234  =   1.00008588
 PW0550
 PW0550|---------------------------------------------------------------------|
 PW0550| PID    Reference Object                     Distance      Geod. Az  |
 PW0550|                                                           dddmmss.s |
 PW0550| CQ7491 TORCH RM 1                            9.607 METERS 08602     |
 PW0550| CQ7490 TORCH AZ MK                                        1145118.7 |
 PW0550| CQ7492 TORCH RM 2                           14.927 METERS 15053     |
 PW0550|---------------------------------------------------------------------|
 PW0550
 PW0550                          SUPERSEDED SURVEY CONTROL
 PW0550
 PW0550  NAD 83(1986)-  44 24 50.23515(N)    107 59 54.50678(W) AD(       ) 1
 PW0550  NAD 27      -  44 24 50.38750(N)    107 59 52.14850(W) AD(       ) 1
 PW0550  NGVD 29 (07/19/86) 1392.1    (m)         4567.     (f) VERT ANG       
 PW0550
 PW0550.Superseded values are not recommended for survey control.
 PW0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0550.See file dsdata.txt to determine how the superseded data were derived.
 PW0550
 PW0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK6127522226(NAD 83)
 PW0550_MARKER: DS = TRIANGULATION STATION DISK
 PW0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0550
 PW0550  HISTORY     - Date     Condition        Report By
 PW0550  HISTORY     - 1957     MONUMENTED       CGS
 PW0550
 PW0550                          STATION DESCRIPTION
 PW0550
 PW0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0550'STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH PROMINENT
 PW0550'RIDGE, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY,
 PW0550'ABOUT 4-1/2 MILES NORTHEAST OF BASIN.
 PW0550'
 PW0550'REACHED FROM THE POST OFFICE IN BASIN, BY GOING NORTH FOR
 PW0550'0.1 MILE (2 BLOCKS), TO A SIDE ROAD RIGHT, TURN RIGHT FOR 0.15
 PW0550'MILE TO THE CENTER OF A BRIDGE ACROSS THE BIG HORN RIVER,
 PW0550'CONTINUE EASTERLY FOR 0.75 MILE TO A SIDE ROAD LEFT AND THE
 PW0550'BEGINNING OF MACADAM ROAD, CONTINUE EASTERLY ON MACADAM ROAD FOR
 PW0550'2 MILES TO THE TOP OF HILL AND A RADIO ANTENNA ON THE RIGHT,
 PW0550'CONTINUE EASTERLY FOR 1 MILE TO A SIDE ROAD LEFT AND SIGN POND
 PW0550'PET. CO., TURN LEFT FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK
 PW0550'FOR 1.65 MILES TO A SIDE ROAD LEFT, TURN LEFT, GOING UP SMALL
 PW0550'HILL, FOR 0.9 MILE TO THREE OIL TANKS ON THE RIGHT, (TO REACH THE
 PW0550'AZIMUTH MARK FROM THIS POINT TURN RIGHT OFF MAIN ROAD, FOLLOW
 PW0550'BLADED ROAD FOR 0.3 MILE TO A FORK AND THE AZIMUTH IN THE
 PW0550'TRIANGLE FORMED BY THE JUNCTION OF THREE ROADS.) CONTINUE
 PW0550'EASTERLY FOR 0.45 MILE TO A POINT WHERE MAIN ROAD
 PW0550'TURNS LEFT AND A TRACK ROAD LEADS OFF STRAIGHT AHEAD,
 PW0550'FOLLOW TRACK ROAD EASTERLY FOR 0.2 MILE TO THE HIGHEST
 PW0550'POINT OF HILL AND STATION.
 PW0550'
 PW0550'STATION MARKS ARE STANDARD DISKS, STAMPED TORCH 1957.  THE
 PW0550'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 PW0550'POST PROJECTING 3 INCHES.  IT IS 14 FEET WEST OF THE CENTER
 PW0550'OF THE TRACK ROAD.  A WHITE POST WAS SET 4 FEET NORTH OF THE
 PW0550'MARK.
 PW0550'
 PW0550'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TORCH NO 1 1957,
 PW0550'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 PW0550'4 INCHES.  IT IS 16 FEET WEST OF THE CENTER OF THE TRACK
 PW0550'ROAD.
 PW0550'
 PW0550'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TORCH NO 2 1957,
 PW0550'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 PW0550'4 INCHES.  IT IS 15 FEET WEST OF THE CENTER OF THE TRACK
 PW0550'ROAD.
 PW0550'
 PW0550'AZIMUTH MARK IS A STANDARD DISK, STAMPED TORCH 1957, SET
 PW0550'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST, PROJECTING
 PW0550'2 INCHES.  IT IS 173 FEET NORTH OF A POWERLINE POLE, 109 FEET
 PW0550'NORTH OF THE CENTER OF A NORTHEAST-SOUTHWEST ROAD, 48 FEET
 PW0550'SOUTH OF THE CENTER OF A NORTHWEST-SOUTHEAST ROAD AND 81 FEET
 PW0550'WEST OF A NORTH-SOUTH ROAD.  A WHITE POST WAS SET 2 FEET
 PW0550'NORTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0468 ***********************************************************************
 NQ0468  DESIGNATION -  TORRINGTON
 NQ0468  PID         -  NQ0468
 NQ0468  STATE/COUNTY-  WY/GOSHEN
 NQ0468  USGS QUAD   -  TORRINGTON (1990)
 NQ0468
 NQ0468                         *CURRENT SURVEY CONTROL
 NQ0468  ___________________________________________________________________
 NQ0468* NAD 83(1993)-  42 03 45.89406(N)    104 09 30.92259(W)     ADJUSTED  
 NQ0468* NAVD 88     -      1280.     (meters)    4199.     (feet)  SCALED    
 NQ0468  ___________________________________________________________________
 NQ0468  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 NQ0468  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 NQ0468
 NQ0468  HORZ ORDER  -  SECOND
 NQ0468
 NQ0468.This mark is at Torrington Municipal Airport (TOR)
 NQ0468
 NQ0468.The horizontal coordinates were established by classical geodetic methods
 NQ0468.and adjusted by the National Geodetic Survey in January 1997..
 NQ0468
 NQ0468.The orthometric height was scaled from a topographic map.
 NQ0468
 NQ0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0468
 NQ0468.The geoid height was determined by GEOID03.
 NQ0468
 NQ0468;                    North         East     Units Scale Factor Converg.
 NQ0468;SPC WY E     -   174,038.731   283,433.083   MT  1.00002312   +0 40 31.4
 NQ0468;SPC NE       -   255,799.546   156,030.323   MT  0.99970577   -2 45 21.2
 NQ0468;UTM  13      - 4,657,085.605   569,615.367   MT  0.99965963   +0 33 49.4
 NQ0468
 NQ0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0468!SPC WY E     -   0.99980208  x   1.00002312  =   0.99982519
 NQ0468!SPC NE       -   0.99980208  x   0.99970577  =   0.99950791
 NQ0468!UTM  13      -   0.99980208  x   0.99965963  =   0.99946177
 NQ0468
 NQ0468|---------------------------------------------------------------------|
 NQ0468| PID    Reference Object                     Distance      Geod. Az  |
 NQ0468|                                                           dddmmss.s |
 NQ0468| CQ4249 TORRINGTON RM 1                      19.836 METERS 03125     |
 NQ0468| CQ4250 TORRINGTON RM 2                      25.363 METERS 15043     |
 NQ0468| NQ0469 TORRINGTON HOLLY SUGAR CO STK       APPROX. 2.8 KM 2341520.8 |
 NQ0468| NQ0470 AIRPORT BCN TORRINGTON MUN APT       71.780 METERS 23601     |
 NQ0468| NQ0467 TORRINGTON SOUTH MUNICIPAL TK       APPROX. 2.5 KM 2752654.5 |
 NQ0468| NQ0471 TORRINGTON UN TEL MICROWAVE         APPROX. 2.2 KM 2754612.1 |
 NQ0468| NQ0466 TORRINGTON STA KGOS RADIO MAST      APPROX. 3.6 KM 2811029.0 |
 NQ0468| CQ4248 TORRINGTON AZ MK                                   2860251.9 |
 NQ0468|---------------------------------------------------------------------|
 NQ0468
 NQ0468                          SUPERSEDED SURVEY CONTROL
 NQ0468
 NQ0468  NAD 83(1986)-  42 03 45.87583(N)    104 09 30.93107(W) AD(       ) 2
 NQ0468  NAD 27      -  42 03 46.00700(N)    104 09 29.11470(W) AD(       ) 2
 NQ0468
 NQ0468.Superseded values are not recommended for survey control.
 NQ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0468.See file dsdata.txt to determine how the superseded data were derived.
 NQ0468
 NQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6961557086(NAD 83)
 NQ0468_MARKER: DS = TRIANGULATION STATION DISK
 NQ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0468_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NQ0468
 NQ0468  HISTORY     - Date     Condition        Report By
 NQ0468  HISTORY     - 1963     MONUMENTED       CGS
 NQ0468  HISTORY     - 1977     GOOD             NGS
 NQ0468
 NQ0468                          STATION DESCRIPTION
 NQ0468
 NQ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 NQ0468'THE STATION IS 1-1/2 MILES EAST OF TORRINGTON, AT THE TORRINGTON
 NQ0468'MUNICIPAL AIRPORT, OWNED BY THE CITY OF TORRINGTON, AND NEAR
 NQ0468'THE CENTER OF SECTION 13, T 24 N, R 61 W.
 NQ0468'
 NQ0468'TO REACH THE STATION FROM THE POST OFFICE IN TORRINGTON, GO
 NQ0468'NORTH ON MAIN STREET FOR 0.2 MILE TO 25TH AVE.  TURN RIGHT AND
 NQ0468'GO EAST ON 25TH AVE. FOR 0.45 MILE TO A T-ROAD.  TURN LEFT AND
 NQ0468'GO NORTH FOR 50 FEET TO A SIDE ROAD ON THE RIGHT AND A SIGN
 NQ0468'AIRPORT ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST AND EAST ON A
 NQ0468'GRAVEL ROAD FOR 0.75 MILE TO A WIRE GATE AND A CATTLE GUARD
 NQ0468'IN A NORTH-SOUTH FENCE AND THE AZIMUTH MARK ON THE RIGHT.
 NQ0468'CONTINUE EAST, PASS THROUGH THE GATE AND GO 0.2 MILE TO A
 NQ0468'METAL HANGER ON THE LEFT.  CONTINUE EAST ON THE GRAVEL ROAD
 NQ0468'FOR 0.1 MILE TO THE SOUTHWEST CORNER OF A METAL HANGER WITH
 NQ0468'ITS DOORS FACING TO THE NORTH AND THE STATION ON THE LEFT.
 NQ0468'
 NQ0468'STATION MARKS ARE STANDARD DISK STAMPED TORRINGTON 1963.
 NQ0468'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 NQ0468'SURFACE OF THE GROUND.  IT IS 32 FEET NORTH OF THE CENTER OF
 NQ0468'THE GRAVEL ROAD AND 10.5 FEET WEST OF THE SOUTHWEST CORNER OF
 NQ0468'THE METAL HANGER.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 NQ0468'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 NQ0468'
 NQ0468'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TORRINGTON NO 1
 NQ0468'1963, IS CEMENTED IN A DRILL HOLE IN A CONCRETE APPROACH TO
 NQ0468'THE METAL HANGER.  IT IS 8.3 FEET EAST OF THE WEST EDGE OF THE
 NQ0468'CONCRETE APPROACH, 4.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 NQ0468'OF THE METAL HANGER, AND 2.8 FEET NORTH OF THE SOUTH EDGE OF THE
 NQ0468'CONCRETE APPROACH.
 NQ0468'
 NQ0468'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TORRINGTON NO 2
 NQ0468'1963, IS CEMENTED IN A DRILL HOLE IN A CONCRETE APPROACH TO
 NQ0468'A CONCRETE TILE HANGER.  IT IS 10.5 FEET EAST OF THE NORTHEAST
 NQ0468'CORNER OF THE CONCRETE TILE HANGER AND 1.7 FEET SOUTH OF THE
 NQ0468'NORTH EDGE OF THE CONCRETE APPROACH TO THE CONCRETE TILE HANGER.
 NQ0468'
 NQ0468'AZIMUTH MARK, A STANDARD DISK STAMPED TORRINGTON 1963, SET IN
 NQ0468'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 45 FEET
 NQ0468'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 2.5 FEET SOUTHEAST OF A
 NQ0468'POWER POLE, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 NQ0468'
 NQ0468'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 NQ0468
 NQ0468                          STATION RECOVERY (1977)
 NQ0468
 NQ0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NQ0468'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 NQ0468'DIRECTION TO THE REFERENCE MARKS CHECKED FAIRLY WELL BUT THE
 NQ0468'DIRECTION TO THE AIRPORT BEACON DIFFERED BY 4 MINUTES.
 NQ0468'
 NQ0468'STATION IS REACHED FROM THE POST OFFICE (MAIN STREET-22ND AVENUE
 NQ0468'INTERSECTION) IN TORRINGTON.  GO NORTH ON MAIN STREET FOR 0.2 MILE.
 NQ0468'TURN RIGHT AND GO EAST ON 25TH AVENUE FOR 0.55 MILE TO PARK AVENUE.
 NQ0468'CONTINUE EAST, SOUTH AND EAST ON A SURFACED THEN GRADED ROAD FOR
 NQ0468'0.25 MILE TO TOP OF A RISE, A HOUSE, POWER POLE AND THE AZIMUTH
 NQ0468'MARK ON THE RIGHT.  CONTINUE EAST, STRAIGHT AHEAD ON GRADED ROAD
 NQ0468'FOR 0.3 MILE TO THE AIRPORT, A LARGE METAL HANGAR AND STATION MARK
 NQ0468'ON THE LEFT, AS DESCRIBED.
 NQ0468'
 NQ0468'STATION IS A STANDARD STATION MARK DISK, STAMPED TORRINGTON 1963,
 NQ0468'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 NQ0468'MARK IS 10.5 FEET WEST OF THE SOUTHWEST CORNER OF THE LARGE METAL
 NQ0468'HANGER AND 2 FEET SOUTH OF A CHAIN LINK FENCELINE WHICH RUNS FROM
 NQ0468'THE AIRPORT TERMINAL BUILDING TO THE LARGE METAL HANGER.
 NQ0468'
 NQ0468'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 NQ0468'TORRINGTON NO 1 1963, CEMENTED IN A DRILL HOLE, IN THE TOP OF THE
 NQ0468'NORTH CONCRETE APPROACH TO THE LARGE METAL HANGER.  MARK IS 4.6
 NQ0468'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HANGER.
 NQ0468'
 NQ0468'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 NQ0468'TORRINGTON NO 2 1963, CEMENTED IN THE TOP OF THE EAST CONCRETE
 NQ0468'APPROACH TO A CONCRETE BLOCK HANGER.  MARK IS 10.5 FEET EAST OF THE
 NQ0468'NORTHEAST CORNER OF THE HANGER.
 NQ0468'
 NQ0468'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED TORRINGTON
 NQ0468'1963, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 NQ0468'10 INCHES.  MARK IS 78 FEET WEST OF A NORTH-SOUTH FENCELINE AND
 NQ0468'ENTRANCE TO THE AIRPORT LAND, 40 FEET SOUTH OF THE
 NQ0468'APPROXIMATE CENTER OF A GRADED ROAD, 4 FEET SOUTH OF A
 NQ0468'WOODRAIL FENCELINE, 2.7 FEET SOUTHEAST OF A POWER POLE, AND MARK
 NQ0468'IS INSIDE A SMALL COW AND HORSE PASTURE.
 NQ0468'
 NQ0468'A METAL ROD WAS DRIVEN INTO THE GROUND BESIDE THE STATION MARK TO
 NQ0468'PROVIDE A BETTER FUTURE RECOVERY OF THE MARK.
 NQ0468'
 NQ0468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE EAST OF
 NQ0468'CENTER OF TORRINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0469 ***********************************************************************
 NQ0469  DESIGNATION -  TORRINGTON HOLLY SUGAR CO STK
 NQ0469  PID         -  NQ0469
 NQ0469  STATE/COUNTY-  WY/GOSHEN
 NQ0469  USGS QUAD   -  TORRINGTON (1990)
 NQ0469
 NQ0469                         *CURRENT SURVEY CONTROL
 NQ0469  ___________________________________________________________________
 NQ0469* NAD 83(1993)-  42 02 52.30854(N)    104 11 10.78785(W)     ADJUSTED  
 NQ0469* NAVD 88     -                                                        
 NQ0469  ___________________________________________________________________
 NQ0469  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 NQ0469  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 NQ0469
 NQ0469  HORZ ORDER  -  THIRD
 NQ0469
 NQ0469.The horizontal coordinates were established by classical geodetic methods
 NQ0469.and adjusted by the National Geodetic Survey in January 1997..
 NQ0469
 NQ0469
 NQ0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0469
 NQ0469.The geoid height was determined by GEOID03.
 NQ0469
 NQ0469;                    North         East     Units Scale Factor Converg.
 NQ0469;SPC WY E     -   172,358.789   281,156.091   MT  1.00001851   +0 39 23.8
 NQ0469;SPC NE       -   254,259.376   153,657.622   MT  0.99970328   -2 46 27.4
 NQ0469;UTM  13      - 4,655,410.712   567,335.933   MT  0.99965579   +0 32 41.9
 NQ0469
 NQ0469                          SUPERSEDED SURVEY CONTROL
 NQ0469
 NQ0469  NAD 83(1986)-  42 02 52.28982(N)    104 11 10.79350(W) AD(       ) 4
 NQ0469  NAD 27      -  42 02 52.41900(N)    104 11 08.97300(W) AD(       ) 3
 NQ0469
 NQ0469.Superseded values are not recommended for survey control.
 NQ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0469.See file dsdata.txt to determine how the superseded data were derived.
 NQ0469
 NQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6733655411(NAD 83)
 NQ0469_MARKER: 63 = STACK
 NQ0469
 NQ0469  HISTORY     - Date     Condition        Report By
 NQ0469  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0469
 NQ0469                          STATION DESCRIPTION
 NQ0469
 NQ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0469'THE STATION IS THE TOP-CENTER OF THE STACK.
 NQ0469'
 NQ0469'THE STATION IS LOCATED ON THE GROUNDS OF THE HOLLY SUGAR COMPANY,
 NQ0469'ABOUT 1 MILE SOUTH OF THE CENTER OF TOWN AND ON THE WEST SIDE
 NQ0469'OF U.S. HIGHWAY 85.  IT IS A WHITE BRICK STRUCTURE, 250 FEET
 NQ0469'HIGH, WITH THE LEGEND HOLLY SUGAR PAINTED ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0467 ***********************************************************************
 NQ0467  DESIGNATION -  TORRINGTON SOUTH MUNICIPAL TK
 NQ0467  PID         -  NQ0467
 NQ0467  STATE/COUNTY-  WY/GOSHEN
 NQ0467  USGS QUAD   -  TORRINGTON (1990)
 NQ0467
 NQ0467                         *CURRENT SURVEY CONTROL
 NQ0467  ___________________________________________________________________
 NQ0467* NAD 83(1993)-  42 03 53.54925(N)    104 11 18.82954(W)     ADJUSTED  
 NQ0467* NAVD 88     -                                                        
 NQ0467  ___________________________________________________________________
 NQ0467  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 NQ0467  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 NQ0467
 NQ0467  HORZ ORDER  -  THIRD
 NQ0467
 NQ0467.The horizontal coordinates were established by classical geodetic methods
 NQ0467.and adjusted by the National Geodetic Survey in January 1997..
 NQ0467
 NQ0467
 NQ0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0467
 NQ0467.The geoid height was determined by GEOID03.
 NQ0467
 NQ0467;                    North         East     Units Scale Factor Converg.
 NQ0467;SPC WY E     -   174,246.104   280,949.558   MT  1.00001810   +0 39 19.2
 NQ0467;SPC NE       -   256,155.073   153,564.437   MT  0.99970613   -2 46 32.7
 NQ0467;UTM  13      - 4,657,297.740   567,133.152   MT  0.99965545   +0 32 37.2
 NQ0467
 NQ0467                          SUPERSEDED SURVEY CONTROL
 NQ0467
 NQ0467  NAD 83(1986)-  42 03 53.52996(N)    104 11 18.83528(W) AD(       ) 4
 NQ0467  NAD 27      -  42 03 53.66000(N)    104 11 17.01600(W) AD(       ) 3
 NQ0467
 NQ0467.Superseded values are not recommended for survey control.
 NQ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0467.See file dsdata.txt to determine how the superseded data were derived.
 NQ0467
 NQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6713357298(NAD 83)
 NQ0467_MARKER: 53 = ELEVATED TANK
 NQ0467
 NQ0467  HISTORY     - Date     Condition        Report By
 NQ0467  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0467
 NQ0467                          STATION DESCRIPTION
 NQ0467
 NQ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0467'THE STATION IS THE FINIAL AT THE TOP OF THE TANK.
 NQ0467'
 NQ0467'THE STATION IS LOCATED NEAR THE CENTER OF TOWN AT THE INTERSECTION
 NQ0467'OF WEST C STREET AND 21ST AVENUE WEST.  IT IS A FOUR-LEGGED
 NQ0467'STEEL STRUCTURE PAINTED BLACK ON THE BOTTOM AND THE TANK PROPER
 NQ0467'IS PAINTED ALUMINUM.  IT IS 127 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0466 ***********************************************************************
 NQ0466  DESIGNATION -  TORRINGTON STA KGOS RADIO MAST
 NQ0466  PID         -  NQ0466
 NQ0466  STATE/COUNTY-  WY/GOSHEN
 NQ0466  USGS QUAD   -  TORRINGTON (1990)
 NQ0466
 NQ0466                         *CURRENT SURVEY CONTROL
 NQ0466  ___________________________________________________________________
 NQ0466* NAD 83(1993)-  42 04 08.76371(N)    104 12 06.49538(W)     ADJUSTED  
 NQ0466* NAVD 88     -                                                        
 NQ0466  ___________________________________________________________________
 NQ0466  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 NQ0466  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 NQ0466
 NQ0466  HORZ ORDER  -  THIRD
 NQ0466
 NQ0466.The horizontal coordinates were established by classical geodetic methods
 NQ0466.and adjusted by the National Geodetic Survey in January 1997..
 NQ0466
 NQ0466
 NQ0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0466
 NQ0466.The geoid height was determined by GEOID03.
 NQ0466
 NQ0466;                    North         East     Units Scale Factor Converg.
 NQ0466;SPC WY E     -   174,703.059   279,848.442   MT  1.00001592   +0 38 47.5
 NQ0466;SPC NE       -   256,676.947   152,492.975   MT  0.99970686   -2 47 04.3
 NQ0466;UTM  13      - 4,657,756.675   566,033.327   MT  0.99965365   +0 32 05.4
 NQ0466
 NQ0466                          SUPERSEDED SURVEY CONTROL
 NQ0466
 NQ0466  NAD 83(1986)-  42 04 08.74423(N)    104 12 06.50089(W) AD(       ) 4
 NQ0466  NAD 27      -  42 04 08.87400(N)    104 12 04.68100(W) AD(       ) 3
 NQ0466
 NQ0466.Superseded values are not recommended for survey control.
 NQ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0466.See file dsdata.txt to determine how the superseded data were derived.
 NQ0466
 NQ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6603357757(NAD 83)
 NQ0466_MARKER: 42 = RADIO/TV MAST
 NQ0466
 NQ0466  HISTORY     - Date     Condition        Report By
 NQ0466  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0466
 NQ0466                          STATION DESCRIPTION
 NQ0466
 NQ0466'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0471 ***********************************************************************
 NQ0471  DESIGNATION -  TORRINGTON UN TEL MICROWAVE
 NQ0471  PID         -  NQ0471
 NQ0471  STATE/COUNTY-  WY/GOSHEN
 NQ0471  USGS QUAD   -  TORRINGTON (1990)
 NQ0471
 NQ0471                         *CURRENT SURVEY CONTROL
 NQ0471  ___________________________________________________________________
 NQ0471* NAD 83(1993)-  42 03 53.14602(N)    104 11 07.38548(W)     ADJUSTED  
 NQ0471* NAVD 88     -                                                        
 NQ0471  ___________________________________________________________________
 NQ0471  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 NQ0471  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 NQ0471
 NQ0471  HORZ ORDER  -  THIRD
 NQ0471
 NQ0471.The horizontal coordinates were established by classical geodetic methods
 NQ0471.and adjusted by the National Geodetic Survey in January 1997..
 NQ0471
 NQ0471
 NQ0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0471
 NQ0471.The geoid height was determined by GEOID03.
 NQ0471
 NQ0471;                    North         East     Units Scale Factor Converg.
 NQ0471;SPC WY E     -   174,236.677   281,212.795   MT  1.00001863   +0 39 26.9
 NQ0471;SPC NE       -   256,129.917   153,826.556   MT  0.99970611   -2 46 25.1
 NQ0471;UTM  13      - 4,657,287.804   567,396.275   MT  0.99965589   +0 32 44.8
 NQ0471
 NQ0471                          SUPERSEDED SURVEY CONTROL
 NQ0471
 NQ0471  NAD 83(1986)-  42 03 53.12675(N)    104 11 07.39142(W) AD(       ) 4
 NQ0471  NAD 27      -  42 03 53.25600(N)    104 11 05.57200(W) AD(       ) 3
 NQ0471
 NQ0471.Superseded values are not recommended for survey control.
 NQ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0471.See file dsdata.txt to determine how the superseded data were derived.
 NQ0471
 NQ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6739657288(NAD 83)
 NQ0471_MARKER: 44 = MICROWAVE MAST
 NQ0471
 NQ0471  HISTORY     - Date     Condition        Report By
 NQ0471  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0471
 NQ0471                          STATION DESCRIPTION
 NQ0471
 NQ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0471'THE STATION IS THE FLASHING RED LIGHT AT THE TOP OF THE MAST.
 NQ0471'
 NQ0471'THE STATION IS LOCATED NEAR THE CENTER OF TOWN AT THE INTERSECTION
 NQ0471'OF 21ST STREET AND WEST A STREET.  IT IS A FOUR-LEGGED TUBULAR
 NQ0471'STEEL STRUCTURE, PAINTED ALTERNATELY RED AND WHITE, 200 FEET
 NQ0471'HIGH AND HAS A LARGE FAN SHAPED REFLECTOR AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0558 ***********************************************************************
 PW0558  DESIGNATION -  TORRY
 PW0558  PID         -  PW0558
 PW0558  STATE/COUNTY-  WY/SHERIDAN
 PW0558  USGS QUAD   -  HIDDEN TEPEE CREEK (1993)
 PW0558
 PW0558                         *CURRENT SURVEY CONTROL
 PW0558  ___________________________________________________________________
 PW0558* NAD 83(1993)-  44 41 46.59747(N)    107 40 52.65720(W)     ADJUSTED  
 PW0558* NAVD 88     -      2957.     (meters)    9701.     (feet)  SCALED    
 PW0558  ___________________________________________________________________
 PW0558  LAPLACE CORR-          10.06  (seconds)                    DEFLEC99
 PW0558  GEOID HEIGHT-          -9.21  (meters)                     GEOID03
 PW0558
 PW0558  HORZ ORDER  -  SECOND
 PW0558
 PW0558.The horizontal coordinates were established by classical geodetic methods
 PW0558.and adjusted by the National Geodetic Survey in January 1997..
 PW0558
 PW0558.The orthometric height was scaled from a topographic map.
 PW0558
 PW0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0558
 PW0558.The geoid height was determined by GEOID03.
 PW0558
 PW0558;                    North         East     Units Scale Factor Converg.
 PW0558;SPC WYEC     -   566,173.026   372,421.593   MT  0.99994685   -0 14 41.1
 PW0558;UTM  13      - 4,952,709.066   287,558.635   MT  1.00015502   -1 53 11.7
 PW0558
 PW0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0558!SPC WYEC     -   0.99953800  x   0.99994685  =   0.99948488
 PW0558!UTM  13      -   0.99953800  x   1.00015502  =   0.99969295
 PW0558
 PW0558|---------------------------------------------------------------------|
 PW0558| PID    Reference Object                     Distance      Geod. Az  |
 PW0558|                                                           dddmmss.s |
 PW0558| CQ7494 TORRY RM 1                           20.664 METERS 00824     |
 PW0558| CQ7495 TORRY RM 2                           19.416 METERS 07732     |
 PW0558| CQ7493 TORRY AZ MK                                        3565403.0 |
 PW0558|---------------------------------------------------------------------|
 PW0558
 PW0558                          SUPERSEDED SURVEY CONTROL
 PW0558
 PW0558  NAD 83(1986)-  44 41 46.58599(N)    107 40 52.64752(W) AD(       ) 2
 PW0558  NAD 27      -  44 41 46.72370(N)    107 40 50.32280(W) AD(       ) 2
 PW0558
 PW0558.Superseded values are not recommended for survey control.
 PW0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0558.See file dsdata.txt to determine how the superseded data were derived.
 PW0558
 PW0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK8755952709(NAD 83)
 PW0558_MARKER: DS = TRIANGULATION STATION DISK
 PW0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0558
 PW0558  HISTORY     - Date     Condition        Report By
 PW0558  HISTORY     - 1957     MONUMENTED       CGS
 PW0558
 PW0558                          STATION DESCRIPTION
 PW0558
 PW0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0558'STATION IS IN THE BIG HORN NATIONAL FOREST, ON A BARE KNOLL EXCEPT
 PW0558'THE WEST SLOPE WHICH IS COVERED WITH SPRUCE, ABOUT 11 MILES
 PW0558'NORTH, 4-1/4 MILE EAST OF SHELL AND ABOUT 9-1/2 MILES SOUTHWEST OF
 PW0558'THE BURGESS JUNCTION.
 PW0558'
 PW0558'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND STATE HIGHWAY
 PW0558'14 (BURGESS JUNCTION) BY GOING WESTERLY ON STATE HIGHWAY 14 FOR
 PW0558'13 MILES TO A SIDE ROAD LEFT AND SIGN HUNT MOUNTAIN ROAD, BEAR
 PW0558'LEFT ON THE SIDE ROAD AND FOLLOW THE MAIN BLADED AND TRACK
 PW0558'ROAD, FOR 3.95 MILES TO A SIGN ON THE RIGHT ELK PASS 2 MILES,
 PW0558'KEEP STRAIGHT AHEAD, SOUTHERLY FOR 3.15 MILES TO A SIGN ON THE
 PW0558'RIGHT HORSE CREEK, BEAR LEFT, ON THE MAIN TRACK ROAD AND
 PW0558'CONTINUE SOUTHERLY FOR 0.45 MILE TO A WIRE CORRAL ON THE LEFT,
 PW0558'BEAR RIGHT, ON THE MAIN TRACK ROAD AND CONTINUE SOUTHERLY
 PW0558'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, KEEP STRAIGHT
 PW0558'AHEAD FOR ABOUT 100 FEET TO THE JUNCTION OF THREE FORKS,
 PW0558'BEAR LEFT, LEAVING THE MAIN TRACK ROAD AND FOLLOW THE MIDDLE
 PW0558'TRACK ROAD UP A SLOPE, THROUGH SOME SPRUCE TREES, TO THE TOP OF
 PW0558'A KNOLL AND STATION.
 PW0558'
 PW0558'STATION MARKS ARE STANDARD DISKS, STAMPED TORRY 1957.  THE
 PW0558'SURFACE MARK IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST
 PW0558'PROJECTING 5 INCHES.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET
 PW0558'3 FEET NORTHEAST OF THE MARK.  THE UNDERGROUND MARK IS SET IN
 PW0558'THE TOP OF AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 PW0558'GROUND SURFACE.
 PW0558'
 PW0558'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TORRY NO 1 1957,
 PW0558'CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK
 PW0558'PROJECTING 1 INCH.
 PW0558'
 PW0558'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TORRY NO 2 1957,
 PW0558'CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK
 PW0558'PROJECTING 1 INCH.
 PW0558'
 PW0558'AZIMUTH MARK IS A STANDARD DISK, STAMPED TORRY 1957, SET IN
 PW0558'THE TOP OF A 12 INCH SQUARE, CONCRETE POST PROJECTING 8 INCHES.
 PW0558'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT EAST-SOUTHEAST
 PW0558'OF THE MARK.  THE MARK IS 96 FEET EAST OF THE CENTER OF A
 PW0558'TRACK ROAD AND 116 FEET NORTHEAST OF THE JUNCTION OF THREE
 PW0558'FORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0777 ***********************************************************************
 OX0777  DESIGNATION -  TOSI 2 ET
 OX0777  PID         -  OX0777
 OX0777  STATE/COUNTY-  WY/SUBLETTE
 OX0777  USGS QUAD   -  TOSI PEAK (1996)
 OX0777
 OX0777                         *CURRENT SURVEY CONTROL
 OX0777  ___________________________________________________________________
 OX0777* NAD 83(1993)-  43 16 54.14061(N)    110 13 47.15931(W)     ADJUSTED  
 OX0777* NAVD 88     -      3470.3    (meters)   11385.     (feet)  VERTCON   
 OX0777  ___________________________________________________________________
 OX0777  LAPLACE CORR-           9.09  (seconds)                    DEFLEC99
 OX0777  GEOID HEIGHT-          -9.61  (meters)                     GEOID03
 OX0777
 OX0777  HORZ ORDER  -  THIRD
 OX0777
 OX0777.The horizontal coordinates were established by classical geodetic methods
 OX0777.and adjusted by the National Geodetic Survey in January 1997..
 OX0777
 OX0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0777
 OX0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0777
 OX0777.The geoid height was determined by GEOID03.
 OX0777
 OX0777;                    North         East     Units Scale Factor Converg.
 OX0777;SPC WY W     -   408,958.468   788,115.135   MT  0.99993924   -0 06 01.4
 OX0777;UTM  12      - 4,792,386.500   562,493.011   MT  0.99964804   +0 31 41.1
 OX0777
 OX0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0777!SPC WY W     -   0.99945760  x   0.99993924  =   0.99939687
 OX0777!UTM  12      -   0.99945760  x   0.99964804  =   0.99910583
 OX0777
 OX0777:                Primary Azimuth Mark                     Grid Az
 OX0777:SPC WY W     -  PASS ET                                  157 42 58.7
 OX0777:UTM  12      -  PASS ET                                  157 05 16.2
 OX0777
 OX0777|---------------------------------------------------------------------|
 OX0777| PID    Reference Object                     Distance      Geod. Az  |
 OX0777|                                                           dddmmss.s |
 OX0777| OX0780 PASS ET                             APPROX. 7.7 KM 1573657.3 |
 OX0777|---------------------------------------------------------------------|
 OX0777
 OX0777                          SUPERSEDED SURVEY CONTROL
 OX0777
 OX0777  NAD 83(1993)-  43 16 54.13548(N)    110 13 47.15372(W) AD(       ) 3
 OX0777  NAD 83(1986)-  43 16 54.12383(N)    110 13 47.14438(W) AD(       ) 3
 OX0777  NAD 27      -  43 16 54.35485(N)    110 13 44.50899(W) AD(       ) 3
 OX0777  NGVD 29 (07/19/86) 3468.6    (m)        11380.     (f) VERT ANG       
 OX0777
 OX0777.Superseded values are not recommended for survey control.
 OX0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0777.See file dsdata.txt to determine how the superseded data were derived.
 OX0777
 OX0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN6249392387(NAD 83)
 OX0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OX0777+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 OX0777
 OX0777  HISTORY     - Date     Condition        Report By
 OX0777  HISTORY     - 1966     MONUMENTED       USGS
 OX0777  HISTORY     - 1967     GOOD             USGS
 OX0777  HISTORY     - 20040717 GOOD             INDIV
 OX0777
 OX0777                          STATION DESCRIPTION
 OX0777
 OX0777'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OX0777'LOCATED IN SUBLETTE COUNTY, WYOMING ABOUT 9.1 MI. E. AND 5.2 MI. N. OF
 OX0777'BONDURANT ON THE HIGHEST POINT OF TOSI PEAK.
 OX0777'
 OX0777'REACHED BY HELICOPTER.
 OX0777'
 OX0777'THE OLD TABLET FOR USGS TOSI-1905 WAS FOUND LOOSE UNDER A LARGE CAIRN
 OX0777'AND A NEW STATION WAS ESTABLISHED JUST N. OF THE OLD POSITION.
 OX0777'
 OX0777'RECOVERED.
 OX0777'
 OX0777'STATION MARK - STANDARD USGS BRONZE TABLET CEMENTED IN DRILL HOLE IN
 OX0777'OUTCROP, STAMPED ---TOSI 2 ET 1966---.
 OX0777'
 OX0777'REFERENCE MARKS - NONE.
 OX0777
 OX0777                          STATION RECOVERY (2004)
 OX0777
 OX0777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TR)
 OX0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0671 ***********************************************************************
 NQ0671  DESIGNATION -  TOUGH
 NQ0671  PID         -  NQ0671
 NQ0671  STATE/COUNTY-  WY/CONVERSE
 NQ0671  USGS QUAD   -  HYLTON RANCH (1974)
 NQ0671
 NQ0671                         *CURRENT SURVEY CONTROL
 NQ0671  ___________________________________________________________________
 NQ0671* NAD 83(1993)-  42 58 49.98570(N)    105 46 58.85273(W)     ADJUSTED  
 NQ0671* NAVD 88     -      1795.67   (+/-2cm)    5891.3    (feet)  VERTCON   
 NQ0671  ___________________________________________________________________
 NQ0671  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 NQ0671  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0671
 NQ0671  HORZ ORDER  -  SECOND
 NQ0671  VERT ORDER  -  THIRD ? (See Below)
 NQ0671
 NQ0671.The horizontal coordinates were established by classical geodetic methods
 NQ0671.and adjusted by the National Geodetic Survey in January 1997..
 NQ0671
 NQ0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0671.The vertical order pertains to the NGVD 29 superseded value.
 NQ0671
 NQ0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0671
 NQ0671.The geoid height was determined by GEOID03.
 NQ0671
 NQ0671;                    North         East     Units Scale Factor Converg.
 NQ0671;SPC WY E     -   275,677.679   149,729.613   MT  0.99996858   -0 25 12.7
 NQ0671;UTM  13      - 4,758,952.504   436,157.498   MT  0.99965014   -0 32 01.8
 NQ0671
 NQ0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0671!SPC WY E     -   0.99972072  x   0.99996858  =   0.99968931
 NQ0671!UTM  13      -   0.99972072  x   0.99965014  =   0.99937096
 NQ0671
 NQ0671|---------------------------------------------------------------------|
 NQ0671| PID    Reference Object                     Distance      Geod. Az  |
 NQ0671|                                                           dddmmss.s |
 NQ0671| CQ4253 TOUGH RM 2                           10.763 METERS 01454     |
 NQ0671| CQ4254 TOUGH RM 3                            9.013 METERS 07422     |
 NQ0671| CQ4251 TOUGH AZ MK                                        1580950.9 |
 NQ0671| CQ4252 TOUGH RM 1                           13.898 METERS 28146     |
 NQ0671|---------------------------------------------------------------------|
 NQ0671
 NQ0671                          SUPERSEDED SURVEY CONTROL
 NQ0671
 NQ0671  NAD 83(1986)-  42 58 49.96706(N)    105 46 58.83485(W) AD(       ) 2
 NQ0671  NAD 27      -  42 58 50.08600(N)    105 46 56.83200(W) AD(       ) 2
 NQ0671  NGVD 29 (07/19/86) 1794.71   (m)         5888.1    (f) LEVELING    3  
 NQ0671
 NQ0671.Superseded values are not recommended for survey control.
 NQ0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0671.See file dsdata.txt to determine how the superseded data were derived.
 NQ0671
 NQ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH3615758953(NAD 83)
 NQ0671_MARKER: DD = SURVEY DISK
 NQ0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0671
 NQ0671  HISTORY     - Date     Condition        Report By
 NQ0671  HISTORY     - 1948     MONUMENTED       USGS
 NQ0671
 NQ0671                          STATION DESCRIPTION
 NQ0671
 NQ0671'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0671'THE STATION IS LOCATED IN T. 35 N., R. 74 W., ON THE HIGHEST
 NQ0671'POINT IN THE VICINITY, AT THE SOUTHERN END OF A HIGH GRASSY
 NQ0671'BENCH IN PASTURE LAND ABOUT MIDWAY BETWEEN SAND CREEK AND SAGE
 NQ0671'CREEK.  IT IS ABOUT 29.5 MILES AIR LINE NORTHWEST OF DOUGLAS,
 NQ0671'ABOUT 9.5 MILES AIR LINE NORTHEAST OF GLENROCK, 100 YARDS
 NQ0671'SOUTHWEST OF POINT WHERE ROAD COMES TO THE TOP OF RIDGE, AND
 NQ0671'6 FEET NORTH OF A WHITE WITNESS POST.  STATION IS A U.S.
 NQ0671'GEOLOGICAL SURVEY BENCH MARK SET IN AN 8 X 8 INCH CONCRETE
 NQ0671'POST, PROJECTS 2 INCHES AND IS STAMPED, TOUGH 1947.
 NQ0671'
 NQ0671'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 NQ0671'STATION MARK.  IT IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NQ0671'SET IN AN 8 X 8 INCH CONCRETE POST, PROJECTS 4 INCHES AND IS
 NQ0671'STAMPED, TOUGH REF NO 1 1947.
 NQ0671'
 NQ0671'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 NQ0671'STATION MARK.  IT IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NQ0671'SET IN 8 X 8 CONCRETE POST, PROJECTS 4 INCHES AND IS STAMPED,
 NQ0671'TOUGH REF NO 2 1947.
 NQ0671'
 NQ0671'REFERENCE MARK NO. 3 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 NQ0671'STATION MARK.  IT PROJECTS 2 INCHES AND IS STAMPED, TOUGH NO
 NQ0671'3 1948.
 NQ0671'
 NQ0671'THE AZIMUTH MARK IS ON A SMALL KNOLL 29 PACES WEST OF ROAD, 10
 NQ0671'PACES NORTH OF HIGHEST POINT, AND 12 FEET NORTH OF A WHITE
 NQ0671'WITNESS POST.  IT PROJECTS 18 INCHES AND IS STAMPED, TOUGH
 NQ0671'1948.
 NQ0671'
 NQ0671'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GLENROCK
 NQ0671'GO EAST ON HIGHWAY 20 FOR 1 BLOCK TO CROSS-STREETS.  TURN LEFT,
 NQ0671'NORTH, AND FOLLOW OILED ROAD 1.0 MILE TO FORK JUST AFTER GOING
 NQ0671'UNDER RAILROAD OVERPASS.  KEEP RIGHT FORK GRADED ROAD FOR 2.4
 NQ0671'MILES TO FORK AND SIGN BADGER COAL MINE 14.  KEEP RIGHT FORK
 NQ0671'FOR 2.1 MILES TO BRIDGE OVER SAND CREEK.  CONTINUE ON MAIN
 NQ0671'ROAD FOR 0.9 MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT ON DIM
 NQ0671'TRACK ROAD AND GO 1.1 MILE TO FORK.  TAKE LEFT FORK 1.2 MILE
 NQ0671'TO FENCE.  CONTINUE NORTHEAST FOR 0.45 MILE TO A REVERSE Y
 NQ0671'FORK.  KEEP LEFT FORK FOR 1.3 MILE TO ANOTHER REVERSE Y
 NQ0671'FORK.  KEEP LEFT FORK, NORTH, FOR 0.2 MILE TO FENCE.
 NQ0671'CONTINUE ON TRACK ROAD FOR 0.3 MILE TO AZIMUTH ON LEFT, WEST.
 NQ0671'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A REVERSE Y FORK.
 NQ0671'KEEP LEFT FORK NORTH FOR 0.3 MILE TO THREE FORKS.  KEEP
 NQ0671'MIDDLE FORK FOR 0.3 MILE TO TOP OF RIDGE.  TURN LEFT ABOUT
 NQ0671'100 YARDS TO STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0449 ***********************************************************************
 OW0449  DESIGNATION -  TP DOME
 OW0449  PID         -  OW0449
 OW0449  STATE/COUNTY-  WY/WASHAKIE
 OW0449  USGS QUAD   -  NEIBER (1985)
 OW0449
 OW0449                         *CURRENT SURVEY CONTROL
 OW0449  ___________________________________________________________________
 OW0449* NAD 83(1993)-  43 55 22.72182(N)    108 00 10.08611(W)     ADJUSTED  
 OW0449* NAVD 88     -      1302.8    (meters)    4274.     (feet)  VERTCON   
 OW0449  ___________________________________________________________________
 OW0449  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 OW0449  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 OW0449
 OW0449  HORZ ORDER  -  THIRD
 OW0449
 OW0449.The horizontal coordinates were established by classical geodetic methods
 OW0449.and adjusted by the National Geodetic Survey in January 1997..
 OW0449
 OW0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0449
 OW0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0449
 OW0449.The geoid height was determined by GEOID03.
 OW0449
 OW0449;                    North         East     Units Scale Factor Converg.
 OW0449;SPC WYEC     -   480,409.741   346,238.389   MT  0.99997304   -0 27 51.9
 OW0449;UTM  12      - 4,867,685.941   740,612.629   MT  1.00031212   +2 04 48.4
 OW0449;UTM  13      - 4,867,702.295   258,937.519   MT  1.00031479   -2 05 02.5
 OW0449
 OW0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0449!SPC WYEC     -   0.99979783  x   0.99997304  =   0.99977087
 OW0449!UTM  12      -   0.99979783  x   1.00031212  =   1.00010988
 OW0449!UTM  13      -   0.99979783  x   1.00031479  =   1.00011255
 OW0449
 OW0449:                Primary Azimuth Mark                     Grid Az
 OW0449:SPC WYEC     -  INSTITUTE TANK                           338 03 30.2
 OW0449:UTM  12      -  INSTITUTE TANK                           335 30 49.9
 OW0449:UTM  13      -  INSTITUTE TANK                           339 40 40.8
 OW0449
 OW0449|---------------------------------------------------------------------|
 OW0449| PID    Reference Object                     Distance      Geod. Az  |
 OW0449|                                                           dddmmss.s |
 OW0449| OW0413 INSTITUTE TANK                      APPROX. 3.9 KM 3373538.3 |
 OW0449|---------------------------------------------------------------------|
 OW0449
 OW0449                          SUPERSEDED SURVEY CONTROL
 OW0449
 OW0449  NAD 83(1986)-  43 55 22.71185(N)    108 00 10.08136(W) AD(       ) 3
 OW0449  NGVD 29 (11/06/89) 1302.0    (m)         4272.     (f) VERT ANG       
 OW0449
 OW0449.Superseded values are not recommended for survey control.
 OW0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0449.See file dsdata.txt to determine how the superseded data were derived.
 OW0449
 OW0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP4061367686(NAD 83)
 OW0449_MARKER: W = UNMONUMENTED
 OW0449_SETTING: 0 = UNSPECIFIED SETTING
 OW0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0449
 OW0449  HISTORY     - Date     Condition        Report By
 OW0449  HISTORY     - 1948     MONUMENTED       USGS
 OW0449
 OW0449                          STATION DESCRIPTION
 OW0449
 OW0449'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0449'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0113 ***********************************************************************
 NT0113  DESIGNATION -  TR 20
 NT0113  PID         -  NT0113
 NT0113  STATE/COUNTY-  WY/LINCOLN
 NT0113  USGS QUAD   -  POISON MEADOWS (1980)
 NT0113
 NT0113                         *CURRENT SURVEY CONTROL
 NT0113  ___________________________________________________________________
 NT0113* NAD 83(1986)-  42 31 12.     (N)    110 42 01.     (W)     SCALED    
 NT0113* NAVD 88     -      2606.796  (meters)    8552.46   (feet)  ADJUSTED  
 NT0113  ___________________________________________________________________
 NT0113  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 NT0113  DYNAMIC HT  -        2604.533 (meters)    8545.04  (feet)  COMP
 NT0113  MODELED GRAV-     979,658.3   (mgal)                       NAVD 88
 NT0113
 NT0113  VERT ORDER  -  SECOND    CLASS 0
 NT0113
 NT0113.The horizontal coordinates were scaled from a topographic map and have
 NT0113.an estimated accuracy of +/- 6 seconds.
 NT0113
 NT0113.The orthometric height was determined by differential leveling
 NT0113.and adjusted by the National Geodetic Survey in June 1991..
 NT0113
 NT0113.The geoid height was determined by GEOID03.
 NT0113
 NT0113.The dynamic height is computed by dividing the NAVD 88
 NT0113.geopotential number by the normal gravity value computed on the
 NT0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0113.degrees latitude (g = 980.6199 gals.).
 NT0113
 NT0113.The modeled gravity was interpolated from observed gravity values.
 NT0113
 NT0113;                    North         East    Units  Estimated Accuracy
 NT0113;SPC WY W     -   324,520.      749,310.      MT  (+/- 180 meters Scaled)
 NT0113
 NT0113                          SUPERSEDED SURVEY CONTROL
 NT0113
 NT0113  NGVD 29 (??/??/92) 2605.267  (m)         8547.45   (f) ADJ UNCH    2 0
 NT0113
 NT0113.Superseded values are not recommended for survey control.
 NT0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0113.See file dsdata.txt to determine how the superseded data were derived.
 NT0113
 NT0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN246075(NAD 83)
 NT0113_MARKER: DD = SURVEY DISK
 NT0113_SETTING: 80 = SET IN A BOULDER
 NT0113_SP_SET: BOULDER
 NT0113_STAMPING: TR 20 1916 8546 1934
 NT0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0113+STABILITY: SURFACE MOTION
 NT0113
 NT0113  HISTORY     - Date     Condition        Report By
 NT0113  HISTORY     - 1934     MONUMENTED       USGS
 NT0113  HISTORY     - 1946     GOOD             NGS
 NT0113
 NT0113                          STATION DESCRIPTION
 NT0113
 NT0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 NT0113'29.5 MI E FROM SMOOT.
 NT0113'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0113'THENCE ABOUT 22.5 MILES EASTERLY ALONG GREYS RIVER ROAD, AT THE CENTER
 NT0113'OF A U TURN ON THE WEST SIDE OF LABARGE RANGER STATION, 107 FEET WEST
 NT0113'OF THE WEST CORNER OF THE RANGER STATION, 1.5 FEET EAST B. M. K 315,
 NT0113'AND SET IN THE TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0624 ***********************************************************************
 NT0624  DESIGNATION -  TR 54
 NT0624  PID         -  NT0624
 NT0624  STATE/COUNTY-  WY/LINCOLN
 NT0624  USGS QUAD   -  FONTENELLE RESERVOIR SW (1968)
 NT0624
 NT0624                         *CURRENT SURVEY CONTROL
 NT0624  ___________________________________________________________________
 NT0624* NAD 83(1993)-  42 04 17.19108(N)    110 12 13.21373(W)     ADJUSTED  
 NT0624* NAVD 88     -      2117.67   (+/-2cm)    6947.7    (feet)  VERTCON   
 NT0624  ___________________________________________________________________
 NT0624  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 NT0624  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 NT0624
 NT0624  HORZ ORDER  -  SECOND
 NT0624  VERT ORDER  -  THIRD ? (See Below)
 NT0624
 NT0624.The horizontal coordinates were established by classical geodetic methods
 NT0624.and adjusted by the National Geodetic Survey in January 1997..
 NT0624
 NT0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0624.The vertical order pertains to the NGVD 29 superseded value.
 NT0624
 NT0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0624
 NT0624.The geoid height was determined by GEOID03.
 NT0624
 NT0624;                    North         East     Units Scale Factor Converg.
 NT0624;SPC WY W     -   274,519.571   790,041.757   MT  0.99993872   -0 04 50.3
 NT0624;SPC WYWC     -   175,535.216   479,703.280   MT  1.00011550   -0 58 27.0
 NT0624;UTM  12      - 4,658,015.153   565,876.517   MT  0.99965340   +0 32 01.0
 NT0624
 NT0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0624!SPC WY W     -   0.99967015  x   0.99993872  =   0.99960889
 NT0624!SPC WYWC     -   0.99967015  x   1.00011550  =   0.99978561
 NT0624!UTM  12      -   0.99967015  x   0.99965340  =   0.99932366
 NT0624
 NT0624|---------------------------------------------------------------------|
 NT0624| PID    Reference Object                     Distance      Geod. Az  |
 NT0624|                                                           dddmmss.s |
 NT0624| CP5938 TR 54 RM 1                           10.120 METERS 00530     |
 NT0624| CP5939 TR 54 RM 2                            9.199 METERS 27944     |
 NT0624| CP5937 TR 54 AZ MK                                        2865339.6 |
 NT0624|---------------------------------------------------------------------|
 NT0624
 NT0624                          SUPERSEDED SURVEY CONTROL
 NT0624
 NT0624  NAD 83(1993)-  42 04 17.18730(N)    110 12 13.21184(W) AD(       ) 2
 NT0624  NAD 83(1986)-  42 04 17.18148(N)    110 12 13.21067(W) AD(       ) 2
 NT0624  NAD 27      -  42 04 17.38790(N)    110 12 10.64620(W) AD(       ) 2
 NT0624  NGVD 29 (07/19/86) 2116.30   (m)         6943.2    (f) LEVELING    3  
 NT0624
 NT0624.Superseded values are not recommended for survey control.
 NT0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0624.See file dsdata.txt to determine how the superseded data were derived.
 NT0624
 NT0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM6587758015(NAD 83)
 NT0624_MARKER: DD = SURVEY DISK
 NT0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0624
 NT0624  HISTORY     - Date     Condition        Report By
 NT0624  HISTORY     - 1962     MONUMENTED       USGS
 NT0624  HISTORY     - 19861122 MARK NOT FOUND   LOCSUR
 NT0624
 NT0624                          STATION DESCRIPTION
 NT0624
 NT0624'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 NT0624'THE STATION IS ALONG THE NORTH SIDE OF AN EAST-WEST PAVED ROAD,
 NT0624'ABOUT 2 MILES WEST OF U.S. HIGHWAY 189, 13 MILES SOUTH OF LA
 NT0624'BARGE AND 26-1/2 MILES NORTHEAST OF KEMMERER.
 NT0624'
 NT0624'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30N AND
 NT0624'189 IN THE NORTH PART OF KEMMERER GO NORTHERLY ON U.S. HIGHWAY
 NT0624'189 FOR 6.9 MILES TO THE WILLOW SPRINGS SERVICE STATION AND
 NT0624'TAVERN ON THE LEFT.  CONTINUE NORTHEASTERLY ON THE HIGHWAY FOR
 NT0624'12.95 MILES TO A GRADED ROAD LEADING SHARP RIGHT AT SIGN OPAL
 NT0624'13.  CONTINUE NORTHERLY ON THE HIGHWAY FOR 12.15 MILES TO A
 NT0624'PAVED SIDE ROAD LEFT JUST AFTER CROSSING A BRIDGE.  TURN LEFT
 NT0624'AND FOLLOW THE PAVED ROAD WESTERLY FOR 2.3 MILES TO THE
 NT0624'CREST OF THE RIDGE AND THE STATION ON THE RIGHT.  CONTINUE
 NT0624'WESTERLY ON THE PAVED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON
 NT0624'THE LEFT.
 NT0624'
 NT0624'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED TR
 NT0624'54 6943 1934, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST
 NT0624'PROJECTING 10 INCHES.  IT IS 57 FEET NORTH-NORTHEAST OF THE
 NT0624'CENTERLINE OF THE PAVED ROAD, 3.6 FEET NORTH-NORTHWEST OF A
 NT0624'WITNESS POST AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 NT0624'
 NT0624'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TR 54 USGS NO 1
 NT0624'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 NT0624'PROJECTING 6 INCHES.  IT IS 35 FEET NORTH OF THE WITNESS
 NT0624'POST, 90 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD AND
 NT0624'ABOUT 1 FOOT HIGHER THAN THE STATION.
 NT0624'
 NT0624'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TR 54 USGS NO 2
 NT0624'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 NT0624'PROJECTING 4 INCHES.  IT IS 34 FEET WEST OF THE WITNESS POST,
 NT0624'56 FEET NORTH OF THE CENTERLINE OF THE PAVED AND ABOUT THE
 NT0624'SAME ELEVATION AS THE STATION.
 NT0624'
 NT0624'AZIMUTH MARK IS A STANDARD DISK, STAMPED TR 54 USGS 1962, SET
 NT0624'IN THE TOP OF A 12 SQUARE CONCRETE POST PROJECTING 2 INCHES.
 NT0624'IT IS 2.4 FEET SOUTH OF A WITNESS POST, 73 FEET SOUTH OF THE
 NT0624'CENTERLINE OF THE PAVED ROAD AND ABOUT 2 FEET HIGHER.
 NT0624
 NT0624                          STATION RECOVERY (1986)
 NT0624
 NT0624'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (PNS)
 NT0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0596 ***********************************************************************
 MP0596  DESIGNATION -  TRAIL
 MP0596  PID         -  MP0596
 MP0596  STATE/COUNTY-  WY/CARBON
 MP0596  USGS QUAD   -  PATS BOTTOM (1982)
 MP0596
 MP0596                         *CURRENT SURVEY CONTROL
 MP0596  ___________________________________________________________________
 MP0596* NAD 83(1993)-  41 59 27.70415(N)    106 45 25.24855(W)     ADJUSTED  
 MP0596* NAVD 88     -      2029.6    (meters)    6659.     (feet)  VERTCON   
 MP0596  ___________________________________________________________________
 MP0596  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 MP0596  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 MP0596
 MP0596  HORZ ORDER  -  THIRD
 MP0596
 MP0596.The horizontal coordinates were established by classical geodetic methods
 MP0596.and adjusted by the National Geodetic Survey in January 1997..
 MP0596
 MP0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0596
 MP0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0596
 MP0596.The geoid height was determined by GEOID03.
 MP0596
 MP0596;                    North         East     Units Scale Factor Converg.
 MP0596;SPC WYEC     -   265,742.009   447,752.346   MT  0.99996555   +0 23 08.1
 MP0596;UTM  13      - 4,650,273.303   354,465.451   MT  0.99986063   -1 10 32.4
 MP0596
 MP0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0596!SPC WYEC     -   0.99968398  x   0.99996555  =   0.99964954
 MP0596!UTM  13      -   0.99968398  x   0.99986063  =   0.99954465
 MP0596
 MP0596:                Primary Azimuth Mark                     Grid Az
 MP0596:SPC WYEC     -  CAMPBELL                                 106 17 11.1
 MP0596:UTM  13      -  CAMPBELL                                 107 50 51.6
 MP0596
 MP0596|---------------------------------------------------------------------|
 MP0596| PID    Reference Object                     Distance      Geod. Az  |
 MP0596|                                                           dddmmss.s |
 MP0596| MP0583 CAMPBELL                            APPROX. 5.8 KM 1064019.2 |
 MP0596|---------------------------------------------------------------------|
 MP0596
 MP0596                          SUPERSEDED SURVEY CONTROL
 MP0596
 MP0596  NAD 83(1986)-  41 59 27.69118(N)    106 45 25.24015(W) AD(       ) 3
 MP0596  NAD 27      -  41 59 27.83162(N)    106 45 23.11246(W) AD(       ) 3
 MP0596  NGVD 29 (07/19/86) 2028.4    (m)         6655.     (f) VERT ANG       
 MP0596
 MP0596.Superseded values are not recommended for survey control.
 MP0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0596.See file dsdata.txt to determine how the superseded data were derived.
 MP0596
 MP0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG5446550273(NAD 83)
 MP0596_MARKER: DD = SURVEY DISK
 MP0596_SETTING: 80 = SET IN A BOULDER
 MP0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0596+STABILITY: SURFACE MOTION
 MP0596
 MP0596  HISTORY     - Date     Condition        Report By
 MP0596  HISTORY     - 1951     MONUMENTED       USGS
 MP0596
 MP0596                          STATION DESCRIPTION
 MP0596
 MP0596'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MP0596'STATION IS LOCATED ABOUT 15 MI. N. AND 4 MI. E. OF WALCOTT, WYOMING,
 MP0596'ON FLAT RIDGE ABOUT 2 MI. S. OF SEMINOE RESERVOIR BACKWATERS INTO
 MP0596'MEDICINE BOW RIVER.
 MP0596'
 MP0596'TO REACH FROM DEPOT IN WALCOTT PROCEED NORTHEASTERLY ALONG MAIN DIRT
 MP0596'RD. 5.4 MI. TO FORKS,-MAIN RD. IS MARKED BY A 30 FT. BLADED STRIP NOW
 MP0596'OVERGROWN WITH GRASS -THENCE ALONG RIGHT FORK ON MAIN TRACK RD. 8.2
 MP0596'MI. TO SMALL WOOD BRIDGE, THENCE CONTINUE NE.ALONG TRACK RD. 2.4 MI.TO
 MP0596'WOOD BRIDGE.  CONTINUE NE. 2.6 MI. TO FORKS THENCE ALONG LEFT FORK NW.
 MP0596'LEAVING MAIN RD. 0.5 MI. TO FORKS, STATION LIES 370 FT. W. OF FORKS
 MP0596'AND 47 FT. S. OF CENTER LINE OF RD.
 MP0596'
 MP0596'STATION MARK - STANDARD TABLET SET IN A 4 FT. BOULDER PROJECTING 12
 MP0596'IN. ABOVE THE GROUND AND STAMPED ---LFR TRAIL 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0544 ***********************************************************************
 PV0544  DESIGNATION -  TRAIL
 PV0544  PID         -  PV0544
 PV0544  STATE/COUNTY-  WY/CAMPBELL
 PV0544  USGS QUAD   -  NIPPLE BUTTE (1972)
 PV0544
 PV0544                         *CURRENT SURVEY CONTROL
 PV0544  ___________________________________________________________________
 PV0544* NAD 83(1993)-  44 59 37.94763(N)    105 16 34.12420(W)     ADJUSTED  
 PV0544* NAVD 88     -      1201.7    (meters)    3943.     (feet)  VERTCON   
 PV0544  ___________________________________________________________________
 PV0544  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 PV0544  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 PV0544
 PV0544  HORZ ORDER  -  FIRST
 PV0544
 PV0544.The horizontal coordinates were established by classical geodetic methods
 PV0544.and adjusted by the National Geodetic Survey in January 1997..
 PV0544
 PV0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0544
 PV0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0544
 PV0544.The geoid height was determined by GEOID03.
 PV0544
 PV0544;                    North         East     Units Scale Factor Converg.
 PV0544;SPC WY E     -   499,189.502   191,367.552   MT  0.99993842   -0 04 38.7
 PV0544;SPC MT       -    91,662.232   932,912.850   MT  1.00000368   +3 05 23.2
 PV0544;SPC MT       -   300,729.11  3,060,737.70   iFT  1.00000368   +3 05 23.2
 PV0544;UTM  13      - 4,982,307.004   478,233.183   MT  0.99960583   -0 11 42.9
 PV0544
 PV0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0544!SPC WY E     -   0.99981392  x   0.99993842  =   0.99975235
 PV0544!SPC MT       -   0.99981392  x   1.00000368  =   0.99981759
 PV0544!UTM  13      -   0.99981392  x   0.99960583  =   0.99941982
 PV0544
 PV0544|---------------------------------------------------------------------|
 PV0544| PID    Reference Object                     Distance      Geod. Az  |
 PV0544|                                                           dddmmss.s |
 PV0544| CQ4257 TRAIL RM 1                            3.142 METERS 02055     |
 PV0544| CQ4258 TRAIL RM 2                            3.645 METERS 13528     |
 PV0544| CQ4255 T58N R70W TR 45                                    1952518.0 |
 PV0544|---------------------------------------------------------------------|
 PV0544
 PV0544                          SUPERSEDED SURVEY CONTROL
 PV0544
 PV0544  NAD 83(1986)-  44 59 37.92971(N)    105 16 34.10912(W) AD(       ) 1
 PV0544  NAD 27      -  44 59 37.98400(N)    105 16 32.14300(W) AD(       ) 1
 PV0544  NGVD 29 (07/19/86) 1201.1    (m)         3941.     (f) VERT ANG       
 PV0544
 PV0544.Superseded values are not recommended for survey control.
 PV0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0544.See file dsdata.txt to determine how the superseded data were derived.
 PV0544
 PV0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK7823382307(NAD 83)
 PV0544_MARKER: P = PIPE CAP
 PV0544_SETTING: 0 = UNSPECIFIED SETTING
 PV0544
 PV0544  HISTORY     - Date     Condition        Report By
 PV0544  HISTORY     - 1949     MONUMENTED       CGS
 PV0544  HISTORY     - 1963     GOOD             USFS
 PV0544
 PV0544                          STATION DESCRIPTION
 PV0544
 PV0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0544'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF THE LITTLE
 PV0544'POWDER RIVER AND NEAR THE WYOMING-MONTANA STATE LINE.  IT IS
 PV0544'ON A SMALL ROUND TOPPED POINT OF A BARE CLAY RIDGE THAT RUNS
 PV0544'IN A NORTHWEST-SOUTHEAST DIRECTION, ON THE HIGHEST POINT OF
 PV0544'RIDGE LAYING BETWEEN TRAIL AND PRAIRIE CREEK, AND ON LAND OWNED
 PV0544'BY MR. PARKS GROUTHERS.
 PV0544'
 PV0544'TO REACH THE STATION FROM THE WESTON POST OFFICE, GO EASTERLY
 PV0544'VIA SODA WELL ROAD FOR 2.1 MILES TO A FORK.  BEAR LEFT AND CONTINUE
 PV0544'ON THE MAIN GRAVELED ROAD FOR 19.7 MILES TO A SIDE ROAD ON THE
 PV0544'RIGHT AND SIGN GEORGE PAULOVICH HERFORD RANCH, CONTINUE STRAIGHT
 PV0544'AHEAD FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT
 PV0544'AND FOLLOW THE MAIN GRADED DIRT ROAD FOR 7.95 MILES TO THE PARKS
 PV0544'BROTHERS RANCH ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON THE
 PV0544'MAIN GRADED DIRT ROAD FOR 1.5 MILES TO A SMALL AIRPORT ON THE
 PV0544'RIGHT AND A TRACK ROAD ON THE LEFT.  TURN LEFT,
 PV0544'SOUTHWESTERLY, AND FOLLOW THE TRACK ROAD FOR 0.2 MILE TO A GATE,
 PV0544'GO THROUGH GATE AND CONTINUE ON THE RIGHT TRACK ROAD FOR 0.5
 PV0544'MILE TO AN ANGLING CROSS ROAD, CONTINUE STRAIGHT AHEAD ON THE
 PV0544'MAIN TRACK ROAD FOR 0.05 MILE TO A DIM FORK.  BEAR RIGHT FOR
 PV0544'0.35 MILE TO A CREEK BED, CROSS CREEK AND CONTINUE ON THE
 PV0544'MAIN TRACK ROAD FOR 0.15 MILE TO A CROSS ROAD, CONTINUE
 PV0544'STRAIGHT AHEAD FOR 0.75 MILE TO A GATE, GO THROUGH GATE AND
 PV0544'CONTINUE ON THE TRACK ROAD FOR 0.05 MILE TO A FORK.  BEAR
 PV0544'RIGHT ON THE MAIN TRACK ROAD FOR 0.7 MILE TO AN ARTESIAN WELL,
 PV0544'BEAR RIGHT WITH THE TRACK ROAD FOR 0.1 MILE TO A CREEK,
 PV0544'CROSS CREEK, BEAR TO THE SOUTHWEST AND WEST ON THE TRACK ROAD
 PV0544'FOR 0.6 MILE TO A GATE, GO THROUGH GATE AND CONTINUE
 PV0544'WESTERLY ON TRACK ROAD FOR 0.95 MILE TO A FORK IN BOTTOM OF
 PV0544'CREEK.  BEAR RIGHT, WEST AND NORTH FOR 0.3 MILE TO THE AZIMUTH
 PV0544'MARK (B.L.M.) ON THE LEFT AS DESCRIBED BELOW.  CONTINUE NORTHERLY
 PV0544'ON THE DIM TRACK ROAD FOR 0.9 MILE TO THE BASE OF THE HIGHEST
 PV0544'HILL AND END OF TRUCK TRAVEL.  PACK UP STEEP SLOPE WESTERLY
 PV0544'TO THE TOP AND STATION.  A 30 MINUTE PACK.
 PV0544'
 PV0544'THE STATION MARK IS A STANDARD DISK WELDED TO THE TOP OF A
 PV0544'2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 3 INCHES, AND THE
 PV0544'DISK IS STAMPED TRAIL 1949.
 PV0544'
 PV0544'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED TO THE TOP OF
 PV0544'A 2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 3 INCHES, AND THE
 PV0544'DISK IS STAMPED TRAIL NO 1 1949.
 PV0544'
 PV0544'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED TO THE TOP OF A
 PV0544'2-INCH IRON SOIL PIPE.  THE PIPE PROJECTS 3 INCHES, AND THE DISK
 PV0544'IS STAMPED TRAIL NO 2 1949.
 PV0544'
 PV0544'B L M MARKER WAS USED AS THE AZIMUTH MARK.  IT IS 80 FEET WEST OF
 PV0544'THE APPROXIMATE CENTERLINE OF A TRACK ROAD AND 3.3 FEET SOUTHWEST
 PV0544'OF A WITNESS POST.  THE MARK IS A STANDARD B L M DISK WELDED
 PV0544'TO THE TOP OF A 1-INCH IRON PIPE.  THE PIPE PROJECTS 12-INCHES,
 PV0544'AND THE DISK IS STAMPED T R. 45, T 58, R 70 W, 1915.
 PV0544
 PV0544                          STATION RECOVERY (1963)
 PV0544
 PV0544'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PV0544'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0503 ***********************************************************************
 PX0503  DESIGNATION -  TRAIL
 PX0503  PID         -  PX0503
 PX0503  STATE/COUNTY-  WY/PARK
 PX0503  USGS QUAD   -  LOGAN MOUNTAIN (1991)
 PX0503
 PX0503                         *CURRENT SURVEY CONTROL
 PX0503  ___________________________________________________________________
 PX0503* NAD 83(1993)-  44 37 27.57646(N)    109 19 25.76941(W)     ADJUSTED  
 PX0503* NAVD 88     -      2553.62   (+/-2cm)    8378.0    (feet)  VERTCON   
 PX0503  ___________________________________________________________________
 PX0503  LAPLACE CORR-         -23.73  (seconds)                    DEFLEC99
 PX0503  GEOID HEIGHT-          -9.95  (meters)                     GEOID03
 PX0503
 PX0503  HORZ ORDER  -  THIRD
 PX0503  VERT ORDER  -  THIRD ? (See Below)
 PX0503
 PX0503.The horizontal coordinates were established by classical geodetic methods
 PX0503.and adjusted by the National Geodetic Survey in January 1997..
 PX0503
 PX0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0503.The vertical order pertains to the NGVD 29 superseded value.
 PX0503
 PX0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0503
 PX0503.The geoid height was determined by GEOID03.
 PX0503
 PX0503;                    North         East     Units Scale Factor Converg.
 PX0503;SPC WYWC     -   458,279.320   554,463.885   MT  0.99996299   -0 24 11.1
 PX0503;UTM  12      - 4,942,585.712   632,968.946   MT  0.99981743   +1 10 39.4
 PX0503
 PX0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0503!SPC WYWC     -   0.99960133  x   0.99996299  =   0.99956433
 PX0503!UTM  12      -   0.99960133  x   0.99981743  =   0.99941883
 PX0503
 PX0503:                Primary Azimuth Mark                     Grid Az
 PX0503:SPC WYWC     -  TROUGH                                   254 09 01.9
 PX0503:UTM  12      -  TROUGH                                   252 34 11.4
 PX0503
 PX0503|---------------------------------------------------------------------|
 PX0503| PID    Reference Object                     Distance      Geod. Az  |
 PX0503|                                                           dddmmss.s |
 PX0503| PX0504 TROUGH                              APPROX. 3.4 KM 2534450.8 |
 PX0503|---------------------------------------------------------------------|
 PX0503
 PX0503                          SUPERSEDED SURVEY CONTROL
 PX0503
 PX0503  NAD 83(1986)-  44 37 27.56738(N)    109 19 25.75717(W) AD(       ) 3
 PX0503  NGVD 29 (09/11/89) 2552.33   (m)         8373.8    (f) LEVELING    3  
 PX0503
 PX0503.Superseded values are not recommended for survey control.
 PX0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0503.See file dsdata.txt to determine how the superseded data were derived.
 PX0503
 PX0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ3296942586(NAD 83)
 PX0503_MARKER: DS = TRIANGULATION STATION DISK
 PX0503_SETTING: 0 = UNSPECIFIED SETTING
 PX0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0503
 PX0503  HISTORY     - Date     Condition        Report By
 PX0503  HISTORY     - 1948     MONUMENTED       USGS
 PX0503
 PX0503                          STATION DESCRIPTION
 PX0503
 PX0503'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0503'STATION IS LOCATED ABOUT 18 MI. AIR NW. OF CODY, PARK COUNTY, WYOMING,
 PX0503'IN THE SE. 1/4 SEC. 25 T.53 N., R.104 W., ABOUT 290 FT. S. OF OLD RD.,
 PX0503'ABOUT 1200 FT. E. OF FOREST BOUNDARY FENCE, ON THE HIGHEST PART AND
 PX0503'ABOUT THE CENTER OF A BARE ROCKY HILL ON THE DIVIDE BETWEEN PAT OHARA
 PX0503'CREEK TO THE N. AND TRAIL CREEK TO THE S.
 PX0503'
 PX0503'TO REACH STATION FROM THE POST OFFICE AT CODY, FOLLOW THE BLACK AND
 PX0503'WHITE TRAIL N. TOWARD CLARK FOR 9.0 MI. TO JUNCTION OF MONUMENT HILL
 PX0503'RD. TURN LEFT AND FOLLOW MAIN RD. FOR 12 MI. TO FOREST SERVICE FENCE.
 PX0503'LEAVE RD. AT FENCE AND GO SE. ABOUT 0.4 MI. TO TOP OF BARE HILL AND
 PX0503'STATION.
 PX0503'
 PX0503'STATION MARK - STANDARD STATION TABLET STAMPED---TRAIL 1947 8374---
 PX0503'CEMENTED IN A LARGE EMBEDDED LIMESTONE OUTCROP.
 PX0503'
 PX0503'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED---TRAIL
 PX0503'NO.1 1947--- CEMENTED IN A SLOPING FLAT LARGE EMBEDDED LIMESTONE ROCK
 PX0503'21.190 FT. FROM STATION N 80 DEGREES 54 MINUTES NE.
 PX0503'
 PX0503'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET STAMPED---TRAIL NO.2
 PX0503'1947--- CEMENTED IN A LARGE EMBEDDED LIMESTONE ROCK 17.945 FT. FROM
 PX0503'STATION N 14 DEGREES 01 MINUTES SW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0997 ***********************************************************************
 MO0997  DESIGNATION -  TREMAIN
 MO0997  PID         -  MO0997
 MO0997  STATE/COUNTY-  WY/LARAMIE
 MO0997  USGS QUAD   -  TREMAIN (1990)
 MO0997
 MO0997                         *CURRENT SURVEY CONTROL
 MO0997  ___________________________________________________________________
 MO0997* NAD 83(1993)-  41 33 22.59262(N)    104 05 00.01786(W)     ADJUSTED  
 MO0997* NAVD 88     -      1626.     (meters)    5335.     (feet)  SCALED    
 MO0997  ___________________________________________________________________
 MO0997  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 MO0997  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 MO0997
 MO0997  HORZ ORDER  -  SECOND
 MO0997
 MO0997.The horizontal coordinates were established by classical geodetic methods
 MO0997.and adjusted by the National Geodetic Survey in January 1997..
 MO0997
 MO0997.The orthometric height was scaled from a topographic map.
 MO0997
 MO0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0997
 MO0997.The geoid height was determined by GEOID03.
 MO0997
 MO0997;                    North         East     Units Scale Factor Converg.
 MO0997;SPC WY E     -   117,863.566   290,370.427   MT  1.00003797   +0 43 07.2
 MO0997;SPC NE       -   199,330.106   159,594.967   MT  0.99965898   -2 42 21.7
 MO0997;UTM  13      - 4,600,917.586   576,441.254   MT  0.99967191   +0 36 29.2
 MO0997
 MO0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0997!SPC WY E     -   0.99974788  x   1.00003797  =   0.99978584
 MO0997!SPC NE       -   0.99974788  x   0.99965898  =   0.99940695
 MO0997!UTM  13      -   0.99974788  x   0.99967191  =   0.99941987
 MO0997
 MO0997:                Primary Azimuth Mark                     Grid Az
 MO0997:SPC WY E     -  BLACK HILLS VIDEO CO MICROWAVE           093 54 31.2
 MO0997:SPC NE       -  BLACK HILLS VIDEO CO MICROWAVE           097 20 00.1
 MO0997:UTM  13      -  BLACK HILLS VIDEO CO MICROWAVE           094 01 09.2
 MO0997
 MO0997|---------------------------------------------------------------------|
 MO0997| PID    Reference Object                     Distance      Geod. Az  |
 MO0997|                                                           dddmmss.s |
 MO0997| MO0999 BLACK HILLS VIDEO CO MICROWAVE      APPROX. 3.2 KM 0943738.4 |
 MO0997| CQ4261 TREMAIN RM 1                         69.647 METERS 14855     |
 MO0997| CQ4260 TREMAIN AZ MK                                      1813533.3 |
 MO0997| CQ4262 TREMAIN RM 2                         79.248 METERS 21854     |
 MO0997|---------------------------------------------------------------------|
 MO0997
 MO0997                          SUPERSEDED SURVEY CONTROL
 MO0997
 MO0997  NAD 83(1986)-  41 33 22.58063(N)    104 05 00.02000(W) AD(       ) 2
 MO0997  NAD 27      -  41 33 22.66950(N)    104 04 58.19330(W) AD(       ) 2
 MO0997
 MO0997.Superseded values are not recommended for survey control.
 MO0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0997.See file dsdata.txt to determine how the superseded data were derived.
 MO0997
 MO0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG7644100918(NAD 83)
 MO0997_MARKER: DS = TRIANGULATION STATION DISK
 MO0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0997
 MO0997  HISTORY     - Date     Condition        Report By
 MO0997  HISTORY     - 1963     MONUMENTED       CGS
 MO0997
 MO0997                          STATION DESCRIPTION
 MO0997
 MO0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO0997'THE STATION IS 9-1/2 MILES NORTH OF ALBIN, 6-1/2 MILES SOUTHEAST
 MO0997'OF LA GRANGE, IN THE CENTER OF SECTION 4, T 18 N, R 60 W AND
 MO0997'ON THE PROPERTY OWNED BY MR. CURBY TREMAIN.
 MO0997'
 MO0997'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, GO EAST
 MO0997'ON STATE SECONDARY 1105 FOR 2.55 MILES TO THE WYOMING-NEBRASKA
 MO0997'STATE LINE.  TURN LEFT AND GO NORTH ON THE STATE LINE ROAD FOR
 MO0997'9.2 MILES TO A SECTION LINE ROAD LEFT.  TURN LEFT AND GO WEST
 MO0997'ON THE TRACK ROAD FOR 0.6 TO A WIRE GATE.  PASS THROUGH THE
 MO0997'GATE AND CONTINUE WEST ON THE TRACK ROAD FOR 0.6 MILE TO A
 MO0997'WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE WEST ON THE
 MO0997'TRACK ROAD FOR 0.4 MILE TO A FENCE CORNER.  TURN RIGHT AND
 MO0997'GO NORTH ALONG THE EAST SIDE OF THE FENCE FOR 0.15 MILE TO
 MO0997'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ALONG THE EAST
 MO0997'SIDE OF THE FENCE FOR 0.4 MILE TO A FENCE CORNER AND A WIRE
 MO0997'GATE.  PASS THROUGH THE WIRE GATE AND GO NORTHEAST FOR
 MO0997'0.05 MILE TO THE TOP OF A KNOLL AND THE STATION.
 MO0997'
 MO0997'STATION MARKS ARE STANDARD DISKS STAMPED TREMAIN 1963.  THE
 MO0997'SURFACE DISK IS SET IN A SQUARE CONCRETE BLOCK WHICH PROJECTS
 MO0997'4 INCHES.  IT IS 200 FEET NORTH OF AN EAST-WEST FENCE.  THE
 MO0997'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 37
 MO0997'INCHES BELOW THE SURFACE OF THE GROUND.
 MO0997'
 MO0997'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED TREMAIN NO 1
 MO0997'1963, IS SET IN A SQUARE CONCRETE POST 2 INCHES BELOW THE
 MO0997'SURFACE OF THE GROUND.  IT IS 1 FOOT NORTH OF THE EAST-WEST
 MO0997'FENCE.
 MO0997'
 MO0997'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED TREMAIN NO 2
 MO0997'1963, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MO0997'IT IS 14 FEET EAST OF THE FENCE CORNER, 10 FEET EAST OF THE
 MO0997'WIRE GATE AND 1 FOOT NORTH OF THE EAST-WEST FENCE.
 MO0997'
 MO0997'AZIMUTH MARK, A STANDARD DISK STAMPED TREMAIN 1963, IS SET
 MO0997'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 16
 MO0997'FEET WEST OF A TRACK ROAD, 1.5 FEET NORTH OF A METAL WITNESS
 MO0997'POST AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE.
 MO0997'
 MO0997'NOTE--REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE.
 MO0997'
 MO0997'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1020 ***********************************************************************
 MO1020  DESIGNATION -  TREMAIN W UNION MICROWAVE
 MO1020  PID         -  MO1020
 MO1020  STATE/COUNTY-  WY/LARAMIE
 MO1020  USGS QUAD   -  ALBIN (1991)
 MO1020
 MO1020                         *CURRENT SURVEY CONTROL
 MO1020  ___________________________________________________________________
 MO1020* NAD 83(1993)-  41 29 30.90523(N)    104 05 08.60830(W)     ADJUSTED  
 MO1020* NAVD 88     -                                                        
 MO1020  ___________________________________________________________________
 MO1020  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 MO1020  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 MO1020
 MO1020  HORZ ORDER  -  THIRD
 MO1020
 MO1020.The horizontal coordinates were established by classical geodetic methods
 MO1020.and adjusted by the National Geodetic Survey in January 1997..
 MO1020
 MO1020
 MO1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1020
 MO1020.The geoid height was determined by GEOID03.
 MO1020
 MO1020;                    North         East     Units Scale Factor Converg.
 MO1020;SPC WY E     -   110,713.546   290,260.771   MT  1.00003772   +0 42 58.3
 MO1020;SPC NE       -   192,202.104   159,058.649   MT  0.99965862   -2 42 27.3
 MO1020;UTM  13      - 4,593,770.407   576,317.852   MT  0.99967168   +0 36 20.7
 MO1020
 MO1020                          SUPERSEDED SURVEY CONTROL
 MO1020
 MO1020  NAD 83(1986)-  41 29 30.89357(N)    104 05 08.60764(W) AD(       ) 4
 MO1020  NAD 27      -  41 29 30.97800(N)    104 05 06.77900(W) AD(       ) 3
 MO1020
 MO1020.Superseded values are not recommended for survey control.
 MO1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1020.See file dsdata.txt to determine how the superseded data were derived.
 MO1020
 MO1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7631893770(NAD 83)
 MO1020_MARKER: 43 = RADIO/TV TOWER
 MO1020
 MO1020  HISTORY     - Date     Condition        Report By
 MO1020  HISTORY     - 1963     FIRST OBSERVED   CGS
 MO1020
 MO1020                          STATION DESCRIPTION
 MO1020
 MO1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1020'THE STATION IS THE RED LIGHT ATOP THE NORTHEAST LEG OF A
 MO1020'TOWER WHICH IS LOCATED 5 MILES NORTH OF ALBIN, 4 MILES SOUTH
 MO1020'AND 1-1/2 MILE EAST OF TREMAIN.
 MO1020'
 MO1020'THE TOWER IS TWIN-LEGGED, GUYED STEEL STRUCTURE WITH TWO
 MO1020'CROSS MEMBERS NEAR THE TOP WHICH SUPPORTS TWO LARGE OCTAGON
 MO1020'SHAPED REFLECTORS WHICH FACE TO THE SOUTH.  THE LEGS ARE
 MO1020'PAINTED ALTERNATELY RED AND WHITE AND HAVE AN OVERALL HEIGHT
 MO1020'OF 280 FEET.
 MO1020'
 MO1020'THE SINGLE RED LIGHT ATOP THE NORTHEAST LEG WAS THE POINT
 MO1020'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1222 ***********************************************************************
 PY1222  DESIGNATION -  TRIDENT ET
 PY1222  PID         -  PY1222
 PY1222  STATE/COUNTY-  WY/PARK
 PY1222  USGS QUAD   -  THE TRIDENT (1996)
 PY1222
 PY1222                         *CURRENT SURVEY CONTROL
 PY1222  ___________________________________________________________________
 PY1222* NAD 83(1993)-  44 12 18.87102(N)    110 00 33.22715(W)     ADJUSTED  
 PY1222* NAVD 88     -      3345.6    (meters)   10976.     (feet)  VERTCON   
 PY1222  ___________________________________________________________________
 PY1222  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 PY1222  GEOID HEIGHT-          -7.26  (meters)                     GEOID03
 PY1222
 PY1222  HORZ ORDER  -  THIRD
 PY1222
 PY1222.The horizontal coordinates were established by classical geodetic methods
 PY1222.and adjusted by the National Geodetic Survey in January 1997..
 PY1222
 PY1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1222
 PY1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1222
 PY1222.The geoid height was determined by GEOID03.
 PY1222
 PY1222;                    North         East     Units Scale Factor Converg.
 PY1222;SPC WYWC     -   412,324.367   499,356.840   MT  1.00006203   -0 52 41.0
 PY1222;UTM  12      - 4,895,146.249   579,159.900   MT  0.99967707   +0 41 27.0
 PY1222
 PY1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1222!SPC WYWC     -   0.99947682  x   1.00006203  =   0.99953882
 PY1222!UTM  12      -   0.99947682  x   0.99967707  =   0.99915406
 PY1222
 PY1222:                Primary Azimuth Mark                     Grid Az
 PY1222:SPC WYWC     -  TABLE ET                                 340 56 35.4
 PY1222:UTM  12      -  TABLE ET                                 339 22 27.4
 PY1222
 PY1222|---------------------------------------------------------------------|
 PY1222| PID    Reference Object                     Distance      Geod. Az  |
 PY1222|                                                           dddmmss.s |
 PY1222| PY1219 TABLE ET                            APPROX.10.7 KM 3400354.4 |
 PY1222|---------------------------------------------------------------------|
 PY1222
 PY1222                          SUPERSEDED SURVEY CONTROL
 PY1222
 PY1222  NAD 83(1993)-  44 12 18.86522(N)    110 00 33.22189(W) AD(       ) 3
 PY1222  NAD 83(1986)-  44 12 18.86023(N)    110 00 33.21322(W) AD(       ) 3
 PY1222  NAD 27      -  44 12 19.06172(N)    110 00 30.52440(W) AD(       ) 3
 PY1222  NGVD 29 (07/19/86) 3344.1    (m)        10971.     (f) VERT ANG       
 PY1222
 PY1222.Superseded values are not recommended for survey control.
 PY1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1222.See file dsdata.txt to determine how the superseded data were derived.
 PY1222
 PY1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP7916095146(NAD 83)
 PY1222_MARKER: DD = SURVEY DISK
 PY1222_SETTING: 80 = SET IN A BOULDER
 PY1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1222+STABILITY: SURFACE MOTION
 PY1222
 PY1222  HISTORY     - Date     Condition        Report By
 PY1222  HISTORY     - 1958     MONUMENTED       USGS
 PY1222
 PY1222                          STATION DESCRIPTION
 PY1222
 PY1222'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY1222'STATION IS LOCATED ABOUT 20.0 MI. (AIRLINE) S. OF THE E. ENTRANCE TO
 PY1222'YELLOWSTONE PARK, ABOUT 13.0 MI. (AIRLINE) SE. OF TRAIL CREEK CAMP,
 PY1222'ON THE HIGHEST POINT OF THE N. ARM OF THE TRIDENT PLATEAU, JUST
 PY1222'W. OF THE E. BOUNDARY TO THE PARK AND ABOUT 5.5 MI. E. OF YELLOWSTONE
 PY1222'RIVER.
 PY1222'
 PY1222'STATION REACHED VIA HELICOPTER.
 PY1222'
 PY1222'STATION MARK--STANDARD TABLET, SET IN TOP OF ROCK BOULDER PROJECTING
 PY1222'0.7 FT., STAMPED ---TRIDENT-ET 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0527 ***********************************************************************
 MQ0527  DESIGNATION -  TRIPP
 MQ0527  PID         -  MQ0527
 MQ0527  STATE/COUNTY-  WY/SWEETWATER
 MQ0527  USGS QUAD   -  GRANGER (1980)
 MQ0527
 MQ0527                         *CURRENT SURVEY CONTROL
 MQ0527  ___________________________________________________________________
 MQ0527* NAD 83(1993)-  41 36 53.39409(N)    109 59 47.62997(W)     ADJUSTED  
 MQ0527* NAVD 88     -      1975.7    (meters)    6482.     (feet)  VERTCON   
 MQ0527  ___________________________________________________________________
 MQ0527  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 MQ0527  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 MQ0527
 MQ0527  HORZ ORDER  -  SECOND
 MQ0527
 MQ0527.The horizontal coordinates were established by classical geodetic methods
 MQ0527.and adjusted by the National Geodetic Survey in January 1997..
 MQ0527
 MQ0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0527
 MQ0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0527
 MQ0527.The geoid height was determined by GEOID03.
 MQ0527
 MQ0527;                    North         East     Units Scale Factor Converg.
 MQ0527;SPC WYWC     -   124,550.565   496,106.274   MT  1.00007028   -0 49 40.6
 MQ0527;SPC WY W     -   223,803.558   807,231.653   MT  0.99993814   +0 03 27.5
 MQ0527;UTM  12      - 4,607,499.078   583,601.960   MT  0.99968601   +0 39 59.2
 MQ0527
 MQ0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0527!SPC WYWC     -   0.99969255  x   1.00007028  =   0.99976281
 MQ0527!SPC WY W     -   0.99969255  x   0.99993814  =   0.99963071
 MQ0527!UTM  12      -   0.99969255  x   0.99968601  =   0.99937866
 MQ0527
 MQ0527:                Primary Azimuth Mark                     Grid Az
 MQ0527:SPC WYWC     -  GRANGER RAILROAD WATER TANK              136 53 34.3
 MQ0527:SPC WY W     -  GRANGER RAILROAD WATER TANK              136 00 26.2
 MQ0527:UTM  12      -  GRANGER RAILROAD WATER TANK              135 23 54.5
 MQ0527
 MQ0527|---------------------------------------------------------------------|
 MQ0527| PID    Reference Object                     Distance      Geod. Az  |
 MQ0527|                                                           dddmmss.s |
 MQ0527| MQ0525 GRANGER RAILROAD WATER TANK         APPROX. 3.3 KM 1360353.7 |
 MQ0527| CP5940 TRIPP AZ MK                                        1392140.8 |
 MQ0527| CP5941 TRIPP RM 1                           16.938 METERS 16812     |
 MQ0527| CP5942 TRIPP RM 2                           12.192 METERS 26105     |
 MQ0527|---------------------------------------------------------------------|
 MQ0527
 MQ0527                          SUPERSEDED SURVEY CONTROL
 MQ0527
 MQ0527  NAD 83(1986)-  41 36 53.38842(N)    109 59 47.62114(W) AD(       ) 2
 MQ0527  NAD 27      -  41 36 53.55080(N)    109 59 45.08540(W) AD(       ) 2
 MQ0527  NGVD 29 (07/19/86) 1974.4    (m)         6478.     (f) VERT ANG       
 MQ0527
 MQ0527.Superseded values are not recommended for survey control.
 MQ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0527.See file dsdata.txt to determine how the superseded data were derived.
 MQ0527
 MQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM8360207499(NAD 83)
 MQ0527_MARKER: DS = TRIANGULATION STATION DISK
 MQ0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0527
 MQ0527  HISTORY     - Date     Condition        Report By
 MQ0527  HISTORY     - 1962     MONUMENTED       CGS
 MQ0527  HISTORY     - 1969     GOOD             USAF
 MQ0527
 MQ0527                          STATION DESCRIPTION
 MQ0527
 MQ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0527'THE STATION IS ABOUT 3 MILES NORTHWEST OF GRANGER, 10-1/2 MILES
 MQ0527'NORTHWEST OF LITTLE AMERICA AND ABOUT 1/2 MILE SOUTHWEST OF
 MQ0527'U.S. HIGHWAY 30 N, AT THE EXTREME NORTHEAST END OF A BARE
 MQ0527'RIDGE.
 MQ0527'
 MQ0527'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GRANGER, GO
 MQ0527'NORTHWEST ON THE MAIN ROAD FOR 0.25 MILE TO A FORK.  TAKE THE
 MQ0527'RIGHT FORK AND GO 0.25 MILE TO A PAVED ROAD.  TURN RIGHT AND
 MQ0527'FOLLOW THE PAVED ROAD FOR 0.25 MILE TO A TRACK ROAD ON THE
 MQ0527'LEFT.  TURN LEFT AND FOLLOW THE TRACK ROAD UP THE RIDGE FOR
 MQ0527'0.2 MILE TO A PIPE LINE.  CROSS THE PIPE LINE AND CONTINUE FOR
 MQ0527'0.4 MILE TO ANOTHER PIPE LINE.  CROSS THE PIPE LINE AND
 MQ0527'CONTINUE FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.1
 MQ0527'MILE TO A PIPE LINE.  CONTINUE STRAIGHT AHEAD FOR 0.45 MILE
 MQ0527'TO ANOTHER PIPE LINE.  CROSS THE PIPE LINE AND CONTINUE FOR
 MQ0527'0.35 MILE TO A PIPE LINE.  TURN RIGHT AND FOLLOW THE PIPE
 MQ0527'LINE FOR 0.1 MILE TO THE TOP OF THE FIRST RIDGE AND THE
 MQ0527'STATION.
 MQ0527'
 MQ0527'THE STATION MARK IS A STANDARD DISK, STAMPED TRIPP 1962, SET
 MQ0527'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 3 INCHES.
 MQ0527'IT IS 4.2 FEET NORTHEAST OF A WITNESS POST 28 FEET WEST OF THE
 MQ0527'EAST EDGE OF THE RIDGE AND ABOUT 55 FEET NORTHEAST AND ABOUT 2
 MQ0527'FEET LOWER THAN THE HIGHEST POINT AND 121 FEET EAST OF THE
 MQ0527'CENTERLINE OF A TRACK ROAD.
 MQ0527'
 MQ0527'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TRIPP NO 1 1962,
 MQ0527'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MQ0527'2 INCHES.  IT IS 113 FEET EAST OF THE CENTERLINE OF THE ROAD AND
 MQ0527'ABOUT 1 FOOT HIGHER THAN THE STATION.
 MQ0527'
 MQ0527'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TRIPP NO 2 1962,
 MQ0527'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 2
 MQ0527'INCHES.  IT IS 81 FEET EAST OF THE CENTERLINE OF THE TRACK
 MQ0527'ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0527'
 MQ0527'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRANG 1962, SET
 MQ0527'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 4 INCHES.
 MQ0527'IT IS 3 FEET EAST OF A WITNESS POST, 57 FEET EAST OF THE
 MQ0527'CENTERLINE OF A PAVED ROAD AND ABOUT 100 YARDS WEST AND 20 FEET
 MQ0527'HIGHER THAN U.S. HIGHWAY 30 N.  TO REACH THE MARK FROM THE
 MQ0527'SCHOOL IN GRANGER, GO WEST FOR 0.2 MILE TO A SIDE ROAD ON THE
 MQ0527'LEFT.  TURN LEFT AND GO 0.6 MILE TO THE MARK ON THE LEFT.
 MQ0527
 MQ0527                          STATION RECOVERY (1969)
 MQ0527
 MQ0527'RECOVERY NOTE BY US AIR FORCE 1969
 MQ0527'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 MQ0527'AS DESCRIBED.
 MQ0527'
 MQ0527'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 MQ0527'
 MQ0527'TO REACH FROM THE POST OFFICE IN GRANGER, WYO., GO NORTH ON
 MQ0527'FIRST STREET FOR 0.1 MILE TO PINE STREET AND TURN LEFT.  GO
 MQ0527'OVER EIGHT (8) SETS OF RAILROAD TRACKS TO CATTLE GUARD.  GO
 MQ0527'THROUGH CATTLE GUARD AND TURN LEFT.  FOLLOW DIRT ROAD FOR 0.5
 MQ0527'MILE TO CROSSROADS.  TURN RIGHT (WEST) AND GO 0.3 MILE TO A
 MQ0527'T INTERSECTION.  TURN LEFT AND TAKE THE RIGHT FORK UP THE
 MQ0527'HILL.  CONTINUE ON MAIN ROAD FOR 0.4 MILE TO POWER LINES.
 MQ0527'CONTINUE STRAIGHT FOR 1.2 MILES TO TOP OF PROMINENT RIDGE
 MQ0527'AND STATION APPROXIMATELY 100 FEET ON THE RIGHT, ON THE
 MQ0527'NORTH EDGE OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0557 ***********************************************************************
 PW0557  DESIGNATION -  TRONE
 PW0557  PID         -  PW0557
 PW0557  STATE/COUNTY-  WY/BIG HORN
 PW0557  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0557
 PW0557                         *CURRENT SURVEY CONTROL
 PW0557  ___________________________________________________________________
 PW0557* NAD 83(1993)-  44 31 39.20768(N)    107 39 44.85540(W)     ADJUSTED  
 PW0557* NAVD 88     -      2162.7    (meters)    7095.     (feet)  VERTCON   
 PW0557  ___________________________________________________________________
 PW0557  LAPLACE CORR-          26.44  (seconds)                    DEFLEC99
 PW0557  GEOID HEIGHT-          -9.77  (meters)                     GEOID03
 PW0557
 PW0557  HORZ ORDER  -  FIRST
 PW0557
 PW0557.The horizontal coordinates were established by classical geodetic methods
 PW0557.and adjusted by the National Geodetic Survey in January 1997..
 PW0557
 PW0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0557
 PW0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0557
 PW0557.The geoid height was determined by GEOID03.
 PW0557
 PW0557;                    North         East     Units Scale Factor Converg.
 PW0557;SPC WYEC     -   547,419.184   373,838.679   MT  0.99994591   -0 13 50.9
 PW0557;UTM  13      - 4,933,918.482   288,438.794   MT  1.00015045   -1 52 03.9
 PW0557
 PW0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0557!SPC WYEC     -   0.99966255  x   0.99994591  =   0.99960847
 PW0557!UTM  13      -   0.99966255  x   1.00015045  =   0.99981295
 PW0557
 PW0557|---------------------------------------------------------------------|
 PW0557| PID    Reference Object                     Distance      Geod. Az  |
 PW0557|                                                           dddmmss.s |
 PW0557| CQ7506 TRONE RM 1                           16.717 METERS 00518     |
 PW0557| CQ7507 TRONE RM 2                           13.237 METERS 09733     |
 PW0557| CQ7505 TRONE AZ MK                                        1553648.2 |
 PW0557|---------------------------------------------------------------------|
 PW0557
 PW0557                          SUPERSEDED SURVEY CONTROL
 PW0557
 PW0557  NAD 83(1986)-  44 31 39.19550(N)    107 39 44.84712(W) AD(       ) 1
 PW0557  NAD 27      -  44 31 39.33820(N)    107 39 42.53800(W) AD(       ) 1
 PW0557  NGVD 29 (07/19/86) 2161.8    (m)         7093.     (f) VERT ANG       
 PW0557
 PW0557.Superseded values are not recommended for survey control.
 PW0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0557.See file dsdata.txt to determine how the superseded data were derived.
 PW0557
 PW0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK8843933918(NAD 83)
 PW0557_MARKER: DS = TRIANGULATION STATION DISK
 PW0557_SETTING: 66 = SET IN ROCK OUTCROP
 PW0557
 PW0557  HISTORY     - Date     Condition        Report By
 PW0557  HISTORY     - 1957     MONUMENTED       CGS
 PW0557
 PW0557                          STATION DESCRIPTION
 PW0557
 PW0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0557'STATION IS LOCATED ON THE HIGHEST POINT OF BLACK MOUNTAIN, 6
 PW0557'MILES EAST AND 1/2 MILE SOUTH OF SHELL, ABOUT 2-1/4 MILES SOUTH OF
 PW0557'THE BIG HORN NATIONAL FOREST BOUNDARY AND ABOUT 1/4 MILE
 PW0557'NORTH OF THE OLD HIGHWAY LEADING FROM SHELL TO DAYTON.
 PW0557'
 PW0557'STATION IS REACHED FROM THE SHELL STORE IN SHELL BY GOING SOUTH
 PW0557'ON U.S. HIGHWAY 14 FOR 0.15 MILE TO A GRAVEL ROAD LEFT, TURN
 PW0557'LEFT AND FOLLOW THE GRAVEL ROAD SOUTHEAST 2.7 MILES TO A FORK AND
 PW0557'A SIGN TRAPPER CREEK RANCH, TURN LEFT AND GO EAST 0.15 MILE
 PW0557'CROSSING A CATTLE GUARD AND BRIDGE AT ENTRANCE TO TRAPPER
 PW0557'CREEK RANCH, CONTINUE AHEAD 0.1 MILE TO A FORK AT THE END OF
 PW0557'THIS LANE, TAKE RIGHT FORK 0.2 MILE TO A FORK, TAKE LEFT FORK
 PW0557'2.8 MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 PW0557'CONTINUE UPHILL 3.0 MILES TO THE AZIMUTH MARK ON THE LEFT,
 PW0557'CONTINUE 0.35 MILE TO FORK AT THE TOP OF THE DIVIDE, TAKE
 PW0557'LEFT FORK UNDER AN OLD TELEPHONE LINE 0.1 MILE TO A FORK,
 PW0557'TAKE LEFT FORK AND CONTINUE 0.1 MILE TO ANOTHER FORK, TAKE
 PW0557'RIGHT FORK 0.1 MILE TO TOP OF HILL AND STATION.
 PW0557'
 PW0557'ALL MARKS ARE STANDARD DISKS SET IN CEMENT IN DRILL HOLES IN
 PW0557'OUTCROPPING BEDROCK.
 PW0557'
 PW0557'STATION MARK IS FLUSH AND IS STAMPED TRONE 1957.  A 4 IN X 4 IN
 PW0557'WHITE WITNESS POST WAS SET 5 FEET SOUTHWEST OF THE MARK.
 PW0557'
 PW0557'REFERENCE MARK 1 PROJECTS 2 INCHES AND IS STAMPED TRONE NO
 PW0557'1 1957.
 PW0557'
 PW0557'REFERENCE MARK 2 PROJECTS 4 INCHES AND IS STAMPED TRONE NO
 PW0557'2 1957.
 PW0557'
 PW0557'AZIMUTH MARK IS SET IN A LEDGE OF OUTCROPPING BEDROCK PROJECTING
 PW0557'3 FEET AND IS STAMPED TRONE 1957.  IT IS 46 FEET NORTH OF THE
 PW0557'CENTER OF THE TRACK ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS
 PW0557'SET 3 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0504 ***********************************************************************
 PX0504  DESIGNATION -  TROUGH
 PX0504  PID         -  PX0504
 PX0504  STATE/COUNTY-  WY/PARK
 PX0504  USGS QUAD   -  LOGAN MOUNTAIN (1991)
 PX0504
 PX0504                         *CURRENT SURVEY CONTROL
 PX0504  ___________________________________________________________________
 PX0504* NAD 83(1993)-  44 36 56.43742(N)    109 21 55.18518(W)     ADJUSTED  
 PX0504* NAVD 88     -      2638.17   (+/-2cm)    8655.4    (feet)  VERTCON   
 PX0504  ___________________________________________________________________
 PX0504  LAPLACE CORR-         -19.30  (seconds)                    DEFLEC99
 PX0504  GEOID HEIGHT-          -9.60  (meters)                     GEOID03
 PX0504
 PX0504  HORZ ORDER  -  THIRD
 PX0504  VERT ORDER  -  THIRD ? (See Below)
 PX0504
 PX0504.The horizontal coordinates were established by classical geodetic methods
 PX0504.and adjusted by the National Geodetic Survey in January 1997..
 PX0504
 PX0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0504.The vertical order pertains to the NGVD 29 superseded value.
 PX0504
 PX0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0504
 PX0504.The geoid height was determined by GEOID03.
 PX0504
 PX0504;                    North         East     Units Scale Factor Converg.
 PX0504;SPC WYWC     -   457,342.194   551,163.035   MT  0.99996682   -0 25 55.9
 PX0504;UTM  12      - 4,941,558.052   629,695.701   MT  0.99980685   +1 08 53.8
 PX0504
 PX0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0504!SPC WYWC     -   0.99958803  x   0.99996682  =   0.99955486
 PX0504!UTM  12      -   0.99958803  x   0.99980685  =   0.99939496
 PX0504
 PX0504:                Primary Azimuth Mark                     Grid Az
 PX0504:SPC WYWC     -  TRAIL                                    074 09 01.7
 PX0504:UTM  12      -  TRAIL                                    072 34 12.0
 PX0504
 PX0504|---------------------------------------------------------------------|
 PX0504| PID    Reference Object                     Distance      Geod. Az  |
 PX0504|                                                           dddmmss.s |
 PX0504| PX0503 TRAIL                               APPROX. 3.4 KM 0734305.8 |
 PX0504|---------------------------------------------------------------------|
 PX0504
 PX0504                          SUPERSEDED SURVEY CONTROL
 PX0504
 PX0504  NAD 83(1986)-  44 36 56.42970(N)    109 21 55.16739(W) AD(       ) 3
 PX0504  NGVD 29 (09/11/89) 2636.89   (m)         8651.2    (f) LEVELING    3  
 PX0504
 PX0504.Superseded values are not recommended for survey control.
 PX0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0504.See file dsdata.txt to determine how the superseded data were derived.
 PX0504
 PX0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2969641558(NAD 83)
 PX0504_MARKER: DS = TRIANGULATION STATION DISK
 PX0504_SETTING: 0 = UNSPECIFIED SETTING
 PX0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0504
 PX0504  HISTORY     - Date     Condition        Report By
 PX0504  HISTORY     - 1947     MONUMENTED       USGS
 PX0504
 PX0504                          STATION DESCRIPTION
 PX0504
 PX0504'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0504'STATION IS LOCATED ABOUT 14.5 MI. W. AND 6.5 MI. N. OF CODY, WYOMING
 PX0504'ON THE DIVIDE BETWEEN TRAIL CREEK AND RATTLESNAKE CREEK.  ABOUT 1 MI.
 PX0504'W. OF TROUGH SPRING, ON A BARE ROCKY POINT OF RIDGE WHICH IS THE RIM
 PX0504'ABOVE RATTLESNAKE CREEK.
 PX0504'
 PX0504'TO REACH STATION FROM CODY, WYOMING FOLLOW THE MAIN RD. N. TOWARD
 PX0504'CLARK, WYOMING FOR ABOUT 9.2 MI. TO JUNCTION OF THE MONUMENT HILL RD.
 PX0504'TURN LEFT ON MONUMENT HILL RD. AND FOLLOW MAIN RD. FOR ABOUT 15 MI. TO
 PX0504'WHERE RD. SWINGS SHARPLY N. LEAVE RD. AND HIKE CROSS COUNTRY FOR ABOUT
 PX0504'1 MI. TO EDGE OF RIM OVERLOOKING RATTLESNAKE CREEK.  STATION IS
 PX0504'LOCATED ON THIS POINT.
 PX0504'
 PX0504'STATION MARK - A STANDARD TABLET STAMPED---TROUGH 1947--- CEMENTED IN
 PX0504'EXPOSED BEDROCK.
 PX0504'
 PX0504'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0485 ***********************************************************************
 MQ0485  DESIGNATION -  TROUT
 MQ0485  PID         -  MQ0485
 MQ0485  STATE/COUNTY-  WY/SWEETWATER
 MQ0485  USGS QUAD   -  BIG RIDGE (1987)
 MQ0485
 MQ0485                         *CURRENT SURVEY CONTROL
 MQ0485  ___________________________________________________________________
 MQ0485* NAD 83(1993)-  41 13 42.82371(N)    109 19 59.19860(W)     ADJUSTED  
 MQ0485* NAVD 88     -      2424.3    (meters)    7954.     (feet)  VERTCON   
 MQ0485  ___________________________________________________________________
 MQ0485  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 MQ0485  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 MQ0485
 MQ0485  HORZ ORDER  -  THIRD
 MQ0485
 MQ0485.The horizontal coordinates were established by classical geodetic methods
 MQ0485.and adjusted by the National Geodetic Survey in January 1997..
 MQ0485
 MQ0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0485
 MQ0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0485
 MQ0485.The geoid height was determined by GEOID03.
 MQ0485
 MQ0485;                    North         East     Units Scale Factor Converg.
 MQ0485;SPC WYWC     -    81,066.665   551,112.683   MT  0.99996690   -0 23 03.5
 MQ0485;UTM  12      - 4,565,469.687   639,705.174   MT  0.99984021   +1 05 55.6
 MQ0485
 MQ0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0485!SPC WYWC     -   0.99962211  x   0.99996690  =   0.99958902
 MQ0485!UTM  12      -   0.99962211  x   0.99984021  =   0.99946238
 MQ0485
 MQ0485:                Primary Azimuth Mark                     Grid Az
 MQ0485:SPC WYWC     -  BROWN                                    153 15 30.3
 MQ0485:UTM  12      -  BROWN                                    151 46 31.2
 MQ0485
 MQ0485|---------------------------------------------------------------------|
 MQ0485| PID    Reference Object                     Distance      Geod. Az  |
 MQ0485|                                                           dddmmss.s |
 MQ0485| MQ0483 BROWN                               APPROX.15.3 KM 1525226.8 |
 MQ0485|---------------------------------------------------------------------|
 MQ0485
 MQ0485                          SUPERSEDED SURVEY CONTROL
 MQ0485
 MQ0485  NAD 83(1986)-  41 13 42.81096(N)    109 19 59.19139(W) AD(       ) 3
 MQ0485  NAD 27      -  41 13 42.94868(N)    109 19 56.71082(W) AD(       ) 3
 MQ0485  NGVD 29 (07/19/86) 2422.9    (m)         7949.     (f) VERT ANG       
 MQ0485
 MQ0485.Superseded values are not recommended for survey control.
 MQ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0485.See file dsdata.txt to determine how the superseded data were derived.
 MQ0485
 MQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3970565470(NAD 83)
 MQ0485_MARKER: DD = SURVEY DISK
 MQ0485_SETTING: 0 = UNSPECIFIED SETTING
 MQ0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0485
 MQ0485  HISTORY     - Date     Condition        Report By
 MQ0485  HISTORY     - 1955     MONUMENTED       USGS
 MQ0485
 MQ0485                          STATION DESCRIPTION
 MQ0485
 MQ0485'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MQ0485'LOCATED ABOUT 12.0 MI. (AIRLINE) E. OF GREEN RIVER, ABOUT 9.0 MI. N.
 MQ0485'OF LITTLE MOUNTAIN, ABOUT 5.0 MI. W. OF TROUT CREEK, ON A PROMINENT
 MQ0485'LARGE RIDGE.
 MQ0485'
 MQ0485'TO REACH FROM POST OFFICE AT ROCK SPRINGS, WYOMING, GO S. ON STATE
 MQ0485'HIGHWAY 430 14.3 MI. TO A Y-RD., TAKE RIGHT FORK 6.5 MI. TO A Y-RD.,
 MQ0485'TAKE RIGHT FORK AND TRAVEL W. AND S. 18.8 MI. TO A Y-RD., TAKE RIGHT
 MQ0485'FORK W. AND S. 10.9 MI. TO TOP OF RIDGE AND A DIM RD. LEFT, TURN
 MQ0485'LEFT (S. AND E.) 7.8 MI. TO TOP OF RIDGE AND STATION.
 MQ0485'
 MQ0485'STATION MARK--STANDARD TABLET, STAMPED ---TROUT 1955---, IN A CONCRETE
 MQ0485'POST PROJECTING 0.6 FT. ABOVE GROUND.
 MQ0485'
 MQ0485'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0411 ***********************************************************************
 NR0411  DESIGNATION -  TROUT
 NR0411  PID         -  NR0411
 NR0411  STATE/COUNTY-  WY/NATRONA
 NR0411  USGS QUAD   -  BLACKJACK RANCH (1959)
 NR0411
 NR0411                         *CURRENT SURVEY CONTROL
 NR0411  ___________________________________________________________________
 NR0411* NAD 83(1993)-  42 41 49.07359(N)    107 29 57.44672(W)     ADJUSTED  
 NR0411* NAVD 88     -      2127.1    (meters)    6979.     (feet)  VERTCON   
 NR0411  ___________________________________________________________________
 NR0411  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 NR0411  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 NR0411
 NR0411  HORZ ORDER  -  THIRD
 NR0411
 NR0411.The horizontal coordinates were established by classical geodetic methods
 NR0411.and adjusted by the National Geodetic Survey in January 1997..
 NR0411
 NR0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0411
 NR0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0411
 NR0411.The geoid height was determined by GEOID03.
 NR0411
 NR0411;                    North         East     Units Scale Factor Converg.
 NR0411;SPC WYEC     -   344,005.131   386,402.208   MT  0.99993977   -0 06 45.1
 NR0411;UTM  13      - 4,730,192.942   295,283.366   MT  1.00011563   -1 41 43.5
 NR0411
 NR0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0411!SPC WYEC     -   0.99966841  x   0.99993977  =   0.99960820
 NR0411!UTM  13      -   0.99966841  x   1.00011563  =   0.99978400
 NR0411
 NR0411:                Primary Azimuth Mark                     Grid Az
 NR0411:SPC WYEC     -  KAY                                      194 19 24.7
 NR0411:UTM  13      -  KAY                                      195 54 23.1
 NR0411
 NR0411|---------------------------------------------------------------------|
 NR0411| PID    Reference Object                     Distance      Geod. Az  |
 NR0411|                                                           dddmmss.s |
 NR0411| NR0479 KAY                                 APPROX. 7.9 KM 1941239.6 |
 NR0411|---------------------------------------------------------------------|
 NR0411
 NR0411                          SUPERSEDED SURVEY CONTROL
 NR0411
 NR0411  NAD 83(1986)-  42 41 49.06342(N)    107 29 57.44439(W) AD(       ) 3
 NR0411  NAD 27      -  42 41 49.21643(N)    107 29 55.19738(W) AD(       ) 3
 NR0411  NGVD 29 (07/19/86) 2126.1    (m)         6975.     (f) VERT ANG       
 NR0411
 NR0411.Superseded values are not recommended for survey control.
 NR0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0411.See file dsdata.txt to determine how the superseded data were derived.
 NR0411
 NR0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH9528330193(NAD 83)
 NR0411
 NR0411  HISTORY     - Date     Condition        Report By
 NR0411  HISTORY     - 1950     MONUMENTED       USGS
 NR0411  HISTORY     - 1957     GOOD             USGS
 NR0411
 NR0411                          STATION DESCRIPTION
 NR0411
 NR0411'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0411'RECOVERED IN GOOD CONDITION.
 NR0411'
 NR0411'STATION IS LOCATED ABOUT 31.8 MI. S. AND 10.4 MI. E. OF MONETA,
 NR0411'WYOMING.
 NR0411'
 NR0411'TO REACH FROM THE POST OFFICE AT MONETA, PROCEED E. ON HIGHWAY 20-26
 NR0411'FOR 0.4 MI., TURN RIGHT (S.) ON GRADED COUNTY RD. FOR 1.2 MI. TO RD.
 NR0411'FORKS, THENCE RIGHT (W.) ON MAIN GRADED RD. FOR 21.9 MI. TO RD. FORKS,
 NR0411'TURN LEFT FOR 0.7 MI. TO CROSSROADS, THENCE STRAIGHT AHEAD 0.7 MI. TO
 NR0411'INTERSECTION WITH PIPELINE RD., GO STRAIGHT AHEAD (S.) FOR 0.9 MI. TO
 NR0411'RD. FORKS, THENCE LEFT (SE.) FOR 2.9 MI. TO CROSSROADS, GO STRAIGHT
 NR0411'AHEAD 0.1 MI. TO RD. FORKS, THENCE LEFT 0.5 MI. TO CROSSROADS,
 NR0411'CONTINUE STRAIGHT AHEAD 0.5 MI. TO RD. FORKS, TURN RIGHT FOR 0.6 MI.
 NR0411'TO CROSSROADS, GO STRAIGHT AHEAD 0.2 MI. TO RD. FORKS, TURN RIGHT
 NR0411'(SE.) FOR 0.2 MI. TO CROSSROADS, CONTINUE STRAIGHT AHEAD 1.1 MI. TO
 NR0411'AN EARTH FILLED DAM, CROSS DAM AND CONTINUE 0.2 MI. TO CROSSROADS,
 NR0411'THENCE STRAIGHT AHEAD (SE.) FOR 1.1 MI. TO CROSSROADS, GO STRAIGHT
 NR0411'AHEAD FOR 1.1 MI. TO TOP OF BEAVER RIM, TURN RIGHT (S.) FOR 2.1 MI.
 NR0411'TO RD. FORKS, THENCE RIGHT 0.4 MI. TO CROSSROADS, THENCE LEFT (NE.)
 NR0411'0.05 MI. TO RD. FORKS, THENCE RIGHT 5.2 MI. TO RD. FORKS, TURN
 NR0411'RIGHT FOR 1.4 MI. TO FORKS, TURN RIGHT 0.6 MI. TO RD. FORKS, TURN
 NR0411'RIGHT 0.7 MI. TO RD. FORKS, THENCE RIGHT (SE.) 0.5 MI. TO CROSSROADS,
 NR0411'THENCE STRAIGHT AHEAD 0.8 MI.  STATION LIES TO THE RIGHT (SW.) OF THE
 NR0411'RD. ABOUT 1500 FT.
 NR0411'
 NR0411'STATION MARK--STANDARD TABLET SET IN CONCRETE POST, AND STAMPED
 NR0411'---WR-TROUT 1950 VABM 6975---.
 NR0411'
 NR0411'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0457 ***********************************************************************
 PX0457  DESIGNATION -  TROUT
 PX0457  PID         -  PX0457
 PX0457  STATE/COUNTY-  WY/PARK
 PX0457  USGS QUAD   -  DEAD INDIAN PEAK (1991)
 PX0457
 PX0457                         *CURRENT SURVEY CONTROL
 PX0457  ___________________________________________________________________
 PX0457* NAD 83(1993)-  44 36 04.17902(N)    109 31 30.94469(W)     ADJUSTED  
 PX0457* NAVD 88     -      3733.7    (meters)   12250.     (feet)  VERTCON   
 PX0457  ___________________________________________________________________
 PX0457  LAPLACE CORR-         -15.27  (seconds)                    DEFLEC99
 PX0457  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PX0457
 PX0457  HORZ ORDER  -  FIRST
 PX0457
 PX0457.The horizontal coordinates were established by classical geodetic methods
 PX0457.and adjusted by the National Geodetic Survey in January 1997..
 PX0457
 PX0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0457
 PX0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0457
 PX0457.The geoid height was determined by GEOID03.
 PX0457
 PX0457;                    North         East     Units Scale Factor Converg.
 PX0457;SPC WYWC     -   455,837.383   538,454.245   MT  0.99998406   -0 32 39.8
 PX0457;UTM  12      - 4,939,703.695   617,035.619   MT  0.99976844   +1 02 08.3
 PX0457
 PX0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0457!SPC WYWC     -   0.99941626  x   0.99998406  =   0.99940033
 PX0457!UTM  12      -   0.99941626  x   0.99976844  =   0.99918484
 PX0457
 PX0457|---------------------------------------------------------------------|
 PX0457| PID    Reference Object                     Distance      Geod. Az  |
 PX0457|                                                           dddmmss.s |
 PX0457| CQ7509 TROUT RM 1                           11.397 METERS 12050     |
 PX0457| CQ7510 TROUT RM 2                           13.622 METERS 22756     |
 PX0457| CQ7508 TROUT AZ MK                                        3320907.2 |
 PX0457| PX0453 WINDY MOUNTAIN LOOKOUT TOWER        APPROX.21.8 KM 3454502.0 |
 PX0457|---------------------------------------------------------------------|
 PX0457
 PX0457                          SUPERSEDED SURVEY CONTROL
 PX0457
 PX0457  NAD 83(1986)-  44 36 04.16859(N)    109 31 30.93315(W) AD(       ) 1
 PX0457  NAD 27      -  44 36 04.35600(N)    109 31 28.32500(W) AD(       ) 1
 PX0457  NGVD 29 (07/19/86) 3732.1    (m)        12244.     (f) VERT ANG       
 PX0457
 PX0457.Superseded values are not recommended for survey control.
 PX0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0457.See file dsdata.txt to determine how the superseded data were derived.
 PX0457
 PX0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1703639704(NAD 83)
 PX0457_MARKER: DS = TRIANGULATION STATION DISK
 PX0457_SETTING: 80 = SET IN A BOULDER
 PX0457_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 PX0457
 PX0457  HISTORY     - Date     Condition        Report By
 PX0457  HISTORY     - 1950     MONUMENTED       CGS
 PX0457  HISTORY     - 1953     GOOD             USGS
 PX0457
 PX0457                          STATION DESCRIPTION
 PX0457
 PX0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0457'THE STATION IS LOCATED ABOUT 23 MILES NORTHWEST OF CODY,
 PX0457'ON THE HIGHEST AND MOST EASTERN PEAK IN THE ABSARAKA RANGE
 PX0457'OF MOUNTAINS, AND AT THE HEAD OF JIM CREEK WHICH FLOWS TO THE
 PX0457'SOUTHEAST.  THIS PEAK IS LOCALLY KNOWN AS TROUT PEAK.  THE
 PX0457'STATION IS ON THE SOUTHEAST EDGE OF THE PEAK.  THE MARK PROJECTS
 PX0457'8 INCHES AND THE DISK IS STAMPED TROUT 1950.
 PX0457'
 PX0457'REFERENCE MARK NO. 1 PROJECTS 18 INCHES, AND THE DISK IS
 PX0457'STAMPED TROUT NO 1 1950.
 PX0457'
 PX0457'REFERENCE MARK NO. 2 PROJECTS 12 INCHES, AND THE DISK IS
 PX0457'STAMPED TROUT NO 2 1950.
 PX0457'
 PX0457'THE AZIMUTH MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 PX0457'TROUT 1950.
 PX0457'
 PX0457'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14
 PX0457'AND CLARKS FORK SECONDARY, WHICH IS ON THE NORTHEASTERN EDGE
 PX0457'OF CODY.  GO NORTH ON CLARKS FORK SECONDARY FOR 7.7 MILES
 PX0457'TO A T-ROAD LEFT.  TURN LEFT AND GO WEST FOR 3.3 MILES TO A FORK.
 PX0457'TAKE THE LEFT FORK AND GO 1.6 MILES TO A GATE.  PASS THROUGH
 PX0457'THE GATE AND GO 1.4 MILES TO A FORK.  TAKE THE LEFT FORK
 PX0457'AND GO 1.6 MILES TO A GATE.  PASS THROUGH THE GATE AND GO
 PX0457'1.25 MILES TO A FORK.  TAKE RIGHT FORK AND GO 1.45 MILES TO
 PX0457'A GATE.  PASS THROUGH THE GATE AND GO 1.1 MILES TO A FORK.
 PX0457'TAKE RIGHT FORK AND GO 3.45 MILES TO A FORK.  TAKE RIGHT
 PX0457'FORK AND GO 0.35 MILE TO A GATE.  PASS THROUGH THE GATE AND GO
 PX0457'0.8 MILE TO A SMALL STREAM.  CROSS THE STREAM, THEN BEAR
 PX0457'RIGHT UP A HILL FOLLOWING TRACK ROAD 2.45 MILES TO AN OLD
 PX0457'RANGER CABIN IN A DRAW.  FROM THIS PONT, IT WILL BE
 PX0457'NECESSARY TO USE HORSES.  FOLLOW HOSE TRAIL WEST FOR
 PX0457'APPROXIMATELY 4 HOURS TO A POINT NORTH OF TROUT PEAK.  FROM
 PX0457'THIS POINT PACK UP THE NORTH SIDE OF THE PEAK FOR 1 HOUR TO
 PX0457'THE AZIMUTH MARK.  CONTINUE FOR ABOUT 1 HOUR TO THE TOP
 PX0457'OF THE PEAK AND THE STATION.
 PX0457
 PX0457                          STATION RECOVERY (1953)
 PX0457
 PX0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (TJO)
 PX0457'RECOVERED.
 PX0457'
 PX0457'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---TROUT 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0904 ***********************************************************************
 PY0904  CBN         -  This is a Cooperative Base Network Control Station.
 PY0904  DESIGNATION -  TROUT
 PY0904  PID         -  PY0904
 PY0904  STATE/COUNTY-  WY/PARK
 PY0904  USGS QUAD   -  BEACH LAKE (1986)
 PY0904
 PY0904                         *CURRENT SURVEY CONTROL
 PY0904  ___________________________________________________________________
 PY0904* NAD 83(1993)-  44 36 56.95374(N)    110 30 18.35927(W)     ADJUSTED  
 PY0904* NAVD 88     -      2433.246  (meters)    7983.07   (feet)  ADJUSTED  
 PY0904  ___________________________________________________________________
 PY0904  X           -  -1,593,614.140 (meters)                     COMP
 PY0904  Y           -  -4,261,158.360 (meters)                     COMP
 PY0904  Z           -   4,458,761.797 (meters)                     COMP
 PY0904  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 PY0904  ELLIP HEIGHT-        2424.66  (meters)          (09/07/01) GPS OBS
 PY0904  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 PY0904  DYNAMIC HT  -        2431.642 (meters)    7977.81  (feet)  COMP
 PY0904  MODELED GRAV-     979,870.4   (mgal)                       NAVD 88
 PY0904
 PY0904  HORZ ORDER  -  B
 PY0904  VERT ORDER  -  FIRST     CLASS II
 PY0904  ELLP ORDER  -  FOURTH    CLASS I
 PY0904
 PY0904.The horizontal coordinates were established by GPS observations
 PY0904.and adjusted by the National Geodetic Survey in May 1992..
 PY0904
 PY0904.The orthometric height was determined by differential leveling
 PY0904.and adjusted by the National Geodetic Survey in June 1991..
 PY0904
 PY0904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY0904
 PY0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY0904
 PY0904.The ellipsoidal height was determined by GPS observations
 PY0904.and is referenced to NAD 83.
 PY0904
 PY0904.The geoid height was determined by GEOID03.
 PY0904
 PY0904.The dynamic height is computed by dividing the NAVD 88
 PY0904.geopotential number by the normal gravity value computed on the
 PY0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0904.degrees latitude (g = 980.6199 gals.).
 PY0904
 PY0904.The modeled gravity was interpolated from observed gravity values.
 PY0904
 PY0904;                    North         East     Units Scale Factor Converg.
 PY0904;SPC WYWC     -   458,672.639   460,702.678   MT  1.00017604   -1 13 58.4
 PY0904;UTM  12      - 4,940,393.473   539,265.492   MT  0.99961896   +0 20 51.4
 PY0904
 PY0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY0904!SPC WYWC     -   0.99961997  x   1.00017604  =   0.99979595
 PY0904!UTM  12      -   0.99961997  x   0.99961896  =   0.99923908
 PY0904
 PY0904:                Primary Azimuth Mark                     Grid Az
 PY0904:SPC WYWC     -  SULPHUR                                  035 40 06.5
 PY0904:UTM  12      -  SULPHUR                                  034 05 16.7
 PY0904
 PY0904|---------------------------------------------------------------------|
 PY0904| PID    Reference Object                     Distance      Geod. Az  |
 PY0904|                                                           dddmmss.s |
 PY0904| PY1212 SULPHUR                             APPROX. 4.5 KM 0342608.1 |
 PY0904|---------------------------------------------------------------------|
 PY0904
 PY0904                          SUPERSEDED SURVEY CONTROL
 PY0904
 PY0904  ELLIP H (05/15/92) 2424.74   (m)                       GP(       ) 4 2
 PY0904  NAD 83(1986)-  44 36 56.95286(N)    110 30 18.33017(W) AD(       ) 3
 PY0904  NAD 27      -  44 36 57.17886(N)    110 30 15.61146(W) AD(       ) 3
 PY0904  NAVD 88 (05/28/92) 2433.25   (m)         7983.1    (f) LEVELING    3  
 PY0904  NGVD 29 (08/20/92) 2431.866  (m)         7978.55   (f) ADJUSTED    1 2
 PY0904
 PY0904.Superseded values are not recommended for survey control.
 PY0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0904.See file dsdata.txt to determine how the superseded data were derived.
 PY0904
 PY0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ3926540393(NAD 83)
 PY0904_MARKER: DS = TRIANGULATION STATION DISK
 PY0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0904_SP_SET: CONCRETE POST
 PY0904_STAMPING: TROUT 19
 PY0904_MARK LOGO: USGS  
 PY0904_PROJECTION: FLUSH
 PY0904_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0904+STABILITY: SURFACE MOTION
 PY0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0904+SATELLITE: SATELLITE OBSERVATIONS - 1987
 PY0904
 PY0904  HISTORY     - Date     Condition        Report By
 PY0904  HISTORY     - 1955     MONUMENTED       USGS
 PY0904  HISTORY     - 1987     GOOD             NGS
 PY0904  HISTORY     - 1987     GOOD             NGS
 PY0904
 PY0904                          STATION DESCRIPTION
 PY0904
 PY0904'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY0904'STATION IS LOCATED ABOUT 8 MI. (AIRLINE) NW. OF LAKE JUNCTION AND
 PY0904'ABOUT 6 MI. (AIRLINE) S. OF CANYON JUNCTION, ON A CLEAR TOP ON THE
 PY0904'S. SIDE OF HAYDEN VALLEY.
 PY0904'
 PY0904'TO REACH THE STATION FROM CANYON JUNCTION, WYOMING, GO S. ALONG
 PY0904'CANYON JUNCTION - LAKE ROAD 6.5 MI. TO SERVICE RD. ON W., FOLLOW
 PY0904'SERVICE RD. FOR 2.4 MI. TO GRAVEL PILE, CONTINUE W. ALONG TRACK RD.
 PY0904'0.9 MI. TO BASE OF HILL, GO S. UP HILL TO TOP AND STATION MARK.
 PY0904'
 PY0904'STATION MARK--STANDARD TABLET, IN CONCRETE POST, STAMPED ---TROUT
 PY0904'1955---.
 PY0904'
 PY0904'REFERENCE MARKS--NONE.
 PY0904
 PY0904                          STATION RECOVERY (1987)
 PY0904
 PY0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY0904'THE STATION WAS RECOVERED AT THIS DATE.
 PY0904'THE STATION WAS RECOVERED AS DESCRIBED IN 1955.
 PY0904'
 PY0904'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY0904'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY0904'
 PY0904'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY0904'
 PY0904'DESCRIBED BY M.R. MATHWIG.
 PY0904
 PY0904                          STATION RECOVERY (1987)
 PY0904
 PY0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0904'16.2 KM (10.05 MI) SW FROM CANYON JUNCTION.
 PY0904'10.9 KM (6.75 MI) SOUTH ALONG THE MAIN ROAD FROM CANYON JUNCTION,
 PY0904'THENCE 5.0 KM (3.10 MI) WESTERLY ALONG TROUT CREEK TRAIL (OLD FIRE
 PY0904'ROAD TO MARY LAKE), THENCE APPROXIMATELY 0.3 KM (0.20 MI) SOUTHERLY
 PY0904'UP A SMALL DRAW AND SOUTHEASTERLY UP A LOW RIDGE TO THE TOP OF THE
 PY0904'SECOND KNOLL SOUTH FROM THE NORTH END OF A RIDGE, SET IN TOP OF A
 PY0904'5-INCH CONCRETE MONUMENT, APPROXIMATELY 50 YARDS SOUTH OF TWO LONE
 PY0904'PINE TREES ALONG EAST SLOPE OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0412 ***********************************************************************
 OU0412  DESIGNATION -  TSFM 1
 OU0412  PID         -  OU0412
 OU0412  STATE/COUNTY-  WY/CONVERSE
 OU0412  USGS QUAD   -  BOBBY DRAW (1984)
 OU0412
 OU0412                         *CURRENT SURVEY CONTROL
 OU0412  ___________________________________________________________________
 OU0412* NAD 83(1993)-  43 00 59.29317(N)    105 23 28.05720(W)     ADJUSTED  
 OU0412* NAVD 88     -      1609.     (meters)    5279.     (feet)  VERTCON   
 OU0412  ___________________________________________________________________
 OU0412  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 OU0412  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 OU0412
 OU0412  HORZ ORDER  -  THIRD
 OU0412
 OU0412.The horizontal coordinates were established by classical geodetic methods
 OU0412.and adjusted by the National Geodetic Survey in January 1997..
 OU0412
 OU0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0412
 OU0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0412
 OU0412.The geoid height was determined by GEOID03.
 OU0412
 OU0412;                    North         East     Units Scale Factor Converg.
 OU0412;SPC WY E     -   279,507.850   181,703.317   MT  0.99994162   -0 09 11.3
 OU0412;UTM  13      - 4,762,718.015   468,128.382   MT  0.99961250   -0 16 00.6
 OU0412
 OU0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0412!SPC WY E     -   0.99975008  x   0.99994162  =   0.99969172
 OU0412!UTM  13      -   0.99975008  x   0.99961250  =   0.99936268
 OU0412
 OU0412:                Primary Azimuth Mark                     Grid Az
 OU0412:SPC WY E     -  FIDDLE                                   045 10 55.5
 OU0412:UTM  13      -  FIDDLE                                   045 17 44.8
 OU0412
 OU0412|---------------------------------------------------------------------|
 OU0412| PID    Reference Object                     Distance      Geod. Az  |
 OU0412|                                                           dddmmss.s |
 OU0412| OU0409 FIDDLE                              APPROX. 4.8 KM 0450144.2 |
 OU0412|---------------------------------------------------------------------|
 OU0412
 OU0412                          SUPERSEDED SURVEY CONTROL
 OU0412
 OU0412  NAD 83(1986)-  43 00 59.27234(N)    105 23 28.04167(W) AD(       ) 3
 OU0412  NAD 27      -  43 00 59.39134(N)    105 23 26.09747(W) AD(       ) 3
 OU0412  NGVD 29 (07/19/86) 1608.     (m)         5276.     (f) VERT ANG       
 OU0412
 OU0412.Superseded values are not recommended for survey control.
 OU0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0412.See file dsdata.txt to determine how the superseded data were derived.
 OU0412
 OU0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH6812862718(NAD 83)
 OU0412_MARKER: DD = SURVEY DISK
 OU0412_SETTING: 0 = UNSPECIFIED SETTING
 OU0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0412
 OU0412  HISTORY     - Date     Condition        Report By
 OU0412  HISTORY     - 1948     MONUMENTED       USGS
 OU0412
 OU0412                          STATION DESCRIPTION
 OU0412
 OU0412'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OU0412'LOCATED ON HIGHEST KNOLL IN VICINITY ABOUT 5.00 MI. W. OF STATE
 OU0412'HIGHWAY 87, AND ABOUT 2.00 MI. N. OF LIGHTNING CREEK, LOCATED IN
 OU0412'THE SW. 1/4, SEC. 9, T 35 N, R 71 W.
 OU0412'
 OU0412'TO REACH FROM DOUGLAS, AT FOURTH AND CENTER STREETS, GO N. ON STATE
 OU0412'HIGHWAY 87 FOR 6.20 MI. TO Y-RD. N., TURN LEFT (N.) ON Y-RD. AND
 OU0412'CONTINUE N. FOR 8.10 MI. TO DIM CROSSROADS, THENCE W. AND NW. FOR
 OU0412'0.80 MI., THENCE N. FOR 7.10 MI. TO WOODEN BRIDGE OVER LIGHTNING
 OU0412'CREEK, THENCE N. ABOUT 200 FT. TO Y-RD. NW., TAKE LEFT FORK AND GO
 OU0412'NW. 2.00 MI. TO SADDLE IN RIDGE, LEAVE RD., AND GO W. 0.10 MI. TO TOP
 OU0412'OF KNOLL AND STATION.
 OU0412'
 OU0412'STATION MARK--STANDARD TABLET STAMPED ---TSFM-1 1948--- SET IN
 OU0412'CONCRETE POST.
 OU0412'
 OU0412'REFERENCE MARK NO. 1--3/4 IN. IRON PIPE EXTENDING 8.0 IN. ABOVE
 OU0412'GROUND, BEING, N 83 DEG 57 MIN W,
 OU0412'28.50 FT. FROM STATION MARK.
 OU0412'
 OU0412'REFERENCE MARK NO. 2--3/4 IN. IRON PIPE EXTENDING 8.0 IN. ABOVE
 OU0412'GROUND, BEING, N 85 DEG 34 MIN W,
 OU0412'28.25 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0558 ***********************************************************************
 NQ0558  DESIGNATION -  TSSC 1
 NQ0558  PID         -  NQ0558
 NQ0558  STATE/COUNTY-  WY/CONVERSE
 NQ0558  USGS QUAD   -  ORIN (1949)
 NQ0558
 NQ0558                         *CURRENT SURVEY CONTROL
 NQ0558  ___________________________________________________________________
 NQ0558* NAD 83(1993)-  42 44 47.19806(N)    105 13 36.98116(W)     ADJUSTED  
 NQ0558* NAVD 88     -      1594.     (meters)    5230.     (feet)  VERTCON   
 NQ0558  ___________________________________________________________________
 NQ0558  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 NQ0558  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0558
 NQ0558  HORZ ORDER  -  THIRD
 NQ0558
 NQ0558.The horizontal coordinates were established by classical geodetic methods
 NQ0558.and adjusted by the National Geodetic Survey in January 1997..
 NQ0558
 NQ0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0558
 NQ0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0558
 NQ0558.The geoid height was determined by GEOID03.
 NQ0558
 NQ0558;                    North         East     Units Scale Factor Converg.
 NQ0558;SPC WY E     -   249,489.686   195,065.466   MT  0.99993780   -0 02 27.3
 NQ0558;UTM  13      - 4,732,683.416   481,426.678   MT  0.99960424   -0 09 14.5
 NQ0558
 NQ0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0558!SPC WY E     -   0.99975235  x   0.99993780  =   0.99969017
 NQ0558!UTM  13      -   0.99975235  x   0.99960424  =   0.99935669
 NQ0558
 NQ0558:                Primary Azimuth Mark                     Grid Az
 NQ0558:SPC WY E     -  TEPEE                                    240 16 54.4
 NQ0558:UTM  13      -  TEPEE                                    240 23 41.6
 NQ0558
 NQ0558|---------------------------------------------------------------------|
 NQ0558| PID    Reference Object                     Distance      Geod. Az  |
 NQ0558|                                                           dddmmss.s |
 NQ0558| NQ0560 TEPEE                               APPROX. 6.1 KM 2401427.1 |
 NQ0558|---------------------------------------------------------------------|
 NQ0558
 NQ0558                          SUPERSEDED SURVEY CONTROL
 NQ0558
 NQ0558  NAD 83(1986)-  42 44 47.17685(N)    105 13 36.96915(W) AD(       ) 3
 NQ0558  NAD 27      -  42 44 47.29286(N)    105 13 35.04330(W) AD(       ) 3
 NQ0558  NGVD 29 (07/19/86) 1593.     (m)         5226.     (f) VERT ANG       
 NQ0558
 NQ0558.Superseded values are not recommended for survey control.
 NQ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0558.See file dsdata.txt to determine how the superseded data were derived.
 NQ0558
 NQ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH8142732683(NAD 83)
 NQ0558_MARKER: DD = SURVEY DISK
 NQ0558_SETTING: 0 = UNSPECIFIED SETTING
 NQ0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0558
 NQ0558  HISTORY     - Date     Condition        Report By
 NQ0558  HISTORY     - 1948     MONUMENTED       USGS
 NQ0558
 NQ0558                          STATION DESCRIPTION
 NQ0558
 NQ0558'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NQ0558'LOCATED ON W. END OF LONG ROCKY E-W. RIDGE 96 FT. (APPROXIMATELY) N.
 NQ0558'OF E-W. FENCE LINE IN SEC. 14, T 32 N, R 70 W.
 NQ0558'
 NQ0558'TO REACH FROM IN FRONT OF CONVERSE COUNTY COURTHOUSE IN DOUGLAS, GO
 NQ0558'N. 1-1/4 BLOCKS, TURN RIGHT (N.) FOR 0.3 MI., TURN LEFT (N. AND E.)
 NQ0558'ONTO GRAVELED COUNTY RD. FOR 8.35 MI., TURN RIGHT (S.) ONTO FIELD
 NQ0558'RD. FOR 1.65 MI., TURN RIGHT (W.) FOR 0.25 MI. TO W. END OF ROCKY
 NQ0558'RIDGE AND STATION.
 NQ0558'
 NQ0558'STATION MARK--STANDARD TABLET SET IN ROCK, STAMPED ---TSSC-1-1948---.
 NQ0558'
 NQ0558'REFERENCE MARK NO. 1--1-1/4 IN. PIPE, DISTANCE OF 69.0 FT.,
 NQ0558'S 70 DEG 02 MIN W, FROM STATION.
 NQ0558'
 NQ0558'REFERENCE MARK NO. 2--1-1/4 IN. PIPE, DISTANCE OF 55.3 FT.,
 NQ0558'N 26 DEG 32 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG8532 ***********************************************************************
 DG8532  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG8532  DESIGNATION -  TSWY_EBRY_WY2001
 DG8532  CORS_ID     -  TSWY
 DG8532  PID         -  DG8532
 DG8532  STATE/COUNTY-  WY/TETON
 DG8532  USGS QUAD   -  SHADOW MOUNTAIN (1996)
 DG8532
 DG8532                         *CURRENT SURVEY CONTROL
 DG8532  ___________________________________________________________________
 DG8532* NAD 83(CORS)-  43 40 26.70319(N)    110 35 50.86438(W)     ADJUSTED  
 DG8532* NAVD 88     -                                                        
 DG8532  ___________________________________________________________________
 DG8532  EPOCH DATE  -        2002.00
 DG8532  X           -  -1,626,070.510 (meters)                     COMP
 DG8532  Y           -  -4,326,672.331 (meters)                     COMP
 DG8532  Z           -   4,383,484.611 (meters)                     COMP
 DG8532  ELLIP HEIGHT-        2191.39  (meters)          (12/??/04) GPS OBS
 DG8532  GEOID HEIGHT-          -9.03  (meters)                     GEOID03
 DG8532
 DG8532  HORZ ORDER  -  SPECIAL (CORS)
 DG8532  ELLP ORDER  -  SPECIAL (CORS)
 DG8532
 DG8532.ITRF positions are available for this station.
 DG8532.The coordinates were established by GPS observations
 DG8532.and adjusted by the National Geodetic Survey in December 2004..
 DG8532.The coordinates are valid at the epoch date displayed above.
 DG8532.The epoch date for horizontal control is a decimal equivalence
 DG8532.of Year/Month/Day.
 DG8532
 DG8532
 DG8532.The PID for the CORS L1 Phase Center is DG8533.
 DG8532
 DG8532.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG8532
 DG8532.The ellipsoidal height was determined by GPS observations
 DG8532.and is referenced to NAD 83.
 DG8532
 DG8532.The geoid height was determined by GEOID03.
 DG8532
 DG8532;                    North         East     Units Scale Factor Converg.
 DG8532;SPC WY W     -   452,667.839   758,541.178   MT  0.99995863   -0 21 18.1
 DG8532
 DG8532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8532!SPC WY W     -   0.99965648  x   0.99995863  =   0.99961513
 DG8532
 DG8532                          SUPERSEDED SURVEY CONTROL
 DG8532
 DG8532.No superseded survey control is available for this station.
 DG8532
 DG8532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3244935754(NAD 83)
 DG8532_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG8532
 DG8532                          STATION DESCRIPTION
 DG8532
 DG8532'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG8532'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG8532'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG8532'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG8532'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG8532'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG8533 ***********************************************************************
 DG8533  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG8533  DESIGNATION -  TSWY_EBRY_WY2001 L1 PC C
 DG8533  CORS_ID     -  TSWY
 DG8533  PID         -  DG8533
 DG8533  STATE/COUNTY-  WY/TETON
 DG8533  USGS QUAD   -  SHADOW MOUNTAIN (1996)
 DG8533
 DG8533                         *CURRENT SURVEY CONTROL
 DG8533  ___________________________________________________________________
 DG8533* NAD 83(CORS)-  43 40 26.70323(N)    110 35 50.86436(W)     ADJUSTED  
 DG8533* NAVD 88     -                                                        
 DG8533  ___________________________________________________________________
 DG8533  EPOCH DATE  -        2002.00
 DG8533  X           -  -1,626,070.538 (meters)                     COMP
 DG8533  Y           -  -4,326,672.405 (meters)                     COMP
 DG8533  Z           -   4,383,484.688 (meters)                     COMP
 DG8533  ELLIP HEIGHT-        2191.50  (meters)          (12/??/04) GPS OBS
 DG8533  GEOID HEIGHT-          -9.03  (meters)                     GEOID03
 DG8533
 DG8533  HORZ ORDER  -  SPECIAL (CORS)
 DG8533  ELLP ORDER  -  SPECIAL (CORS)
 DG8533
 DG8533.ITRF positions are available for this station.
 DG8533.The coordinates were established by GPS observations
 DG8533.and adjusted by the National Geodetic Survey in December 2004..
 DG8533.The coordinates are valid at the epoch date displayed above.
 DG8533.The epoch date for horizontal control is a decimal equivalence
 DG8533.of Year/Month/Day.
 DG8533
 DG8533
 DG8533.The PID for the CORS ARP is DG8532.
 DG8533
 DG8533.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG8533
 DG8533.The ellipsoidal height was determined by GPS observations
 DG8533.and is referenced to NAD 83.
 DG8533
 DG8533.The geoid height was determined by GEOID03.
 DG8533
 DG8533;                    North         East     Units Scale Factor Converg.
 DG8533;SPC WY W     -   452,667.840   758,541.179   MT  0.99995863   -0 21 18.1
 DG8533
 DG8533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8533!SPC WY W     -   0.99965647  x   0.99995863  =   0.99961511
 DG8533
 DG8533                          SUPERSEDED SURVEY CONTROL
 DG8533
 DG8533.No superseded survey control is available for this station.
 DG8533
 DG8533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP3244935754(NAD 83)
 DG8533_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG8533
 DG8533                          STATION DESCRIPTION
 DG8533
 DG8533'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG8533'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG8533'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG8533'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG8533'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG8533'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0048 ***********************************************************************
 OU0048  DESIGNATION -  TT 10 NA
 OU0048  PID         -  OU0048
 OU0048  STATE/COUNTY-  WY/WESTON
 OU0048  USGS QUAD   -  NEWCASTLE (1979)
 OU0048
 OU0048                         *CURRENT SURVEY CONTROL
 OU0048  ___________________________________________________________________
 OU0048* NAD 83(1986)-  43 51 13.     (N)    104 12 21.     (W)     SCALED    
 OU0048* NAVD 88     -      1316.332  (meters)    4318.67   (feet)  ADJUSTED  
 OU0048  ___________________________________________________________________
 OU0048  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 OU0048  DYNAMIC HT  -        1315.744 (meters)    4316.74  (feet)  COMP
 OU0048  MODELED GRAV-     980,125.9   (mgal)                       NAVD 88
 OU0048
 OU0048  VERT ORDER  -  FIRST     CLASS II
 OU0048
 OU0048.The horizontal coordinates were scaled from a topographic map and have
 OU0048.an estimated accuracy of +/- 6 seconds.
 OU0048
 OU0048.The orthometric height was determined by differential leveling
 OU0048.and adjusted by the National Geodetic Survey in June 1991..
 OU0048
 OU0048.The geoid height was determined by GEOID03.
 OU0048
 OU0048.The dynamic height is computed by dividing the NAVD 88
 OU0048.geopotential number by the normal gravity value computed on the
 OU0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0048.degrees latitude (g = 980.6199 gals.).
 OU0048
 OU0048.The modeled gravity was interpolated from observed gravity values.
 OU0048
 OU0048;                    North         East    Units  Estimated Accuracy
 OU0048;SPC WY E     -   372,930.      277,250.      MT  (+/- 180 meters Scaled)
 OU0048
 OU0048                          SUPERSEDED SURVEY CONTROL
 OU0048
 OU0048  NGVD 29 (??/??/92) 1315.674  (m)         4316.51   (f) ADJ UNCH    1 2
 OU0048
 OU0048.Superseded values are not recommended for survey control.
 OU0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0048.See file dsdata.txt to determine how the superseded data were derived.
 OU0048
 OU0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ638559(NAD 83)
 OU0048_MARKER: DD = SURVEY DISK
 OU0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OU0048_SP_SET: PLATFORM
 OU0048_STAMPING: TT 10 NA 1949 4316.5
 OU0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0048
 OU0048  HISTORY     - Date     Condition        Report By
 OU0048  HISTORY     - 1949     MONUMENTED       USGS
 OU0048  HISTORY     - 1957     GOOD             NGS
 OU0048  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0048
 OU0048                          STATION DESCRIPTION
 OU0048
 OU0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0048'AT NEWCASTLE.
 OU0048'AT NEWCASTLE, ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 OU0048'257 FEET NORTHWEST OF THE WEST CORNER OF THE STATION, 160 FEET
 OU0048'SOUTHEAST OF THE CENTER LINE OF MAIN STREET, 4 FEET NORTHEAST
 OU0048'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 1 FOOT NORTHWEST OF
 OU0048'THE NORTHWEST END OF STATION PLATFORM, LEVEL WITH THE TOP OF THE
 OU0048'RAIL AND IN THE TOP OF AN ABANDONED CONCRETE FOUNDATION.
 OU0048
 OU0048                          STATION RECOVERY (1985)
 OU0048
 OU0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0048'NOT RECOVERED.  AREA DESCRIBED HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0044 ***********************************************************************
 OU0044  DESIGNATION -  TT 100 WM
 OU0044  PID         -  OU0044
 OU0044  STATE/COUNTY-  WY/WESTON
 OU0044  USGS QUAD   -  NEWCASTLE (1979)
 OU0044
 OU0044                         *CURRENT SURVEY CONTROL
 OU0044  ___________________________________________________________________
 OU0044* NAD 83(1986)-  43 49 56.     (N)    104 10 00.     (W)     SCALED    
 OU0044* NAVD 88     -      1316.977  (meters)    4320.78   (feet)  ADJUSTED  
 OU0044  ___________________________________________________________________
 OU0044  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 OU0044  DYNAMIC HT  -        1316.385 (meters)    4318.84  (feet)  COMP
 OU0044  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 OU0044
 OU0044  VERT ORDER  -  FIRST     CLASS II
 OU0044
 OU0044.The horizontal coordinates were scaled from a topographic map and have
 OU0044.an estimated accuracy of +/- 6 seconds.
 OU0044
 OU0044.The orthometric height was determined by differential leveling
 OU0044.and adjusted by the National Geodetic Survey in June 1991..
 OU0044
 OU0044.The geoid height was determined by GEOID03.
 OU0044
 OU0044.The dynamic height is computed by dividing the NAVD 88
 OU0044.geopotential number by the normal gravity value computed on the
 OU0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0044.degrees latitude (g = 980.6199 gals.).
 OU0044
 OU0044.The modeled gravity was interpolated from observed gravity values.
 OU0044
 OU0044;                    North         East    Units  Estimated Accuracy
 OU0044;SPC WY E     -   370,600.      280,430.      MT  (+/- 180 meters Scaled)
 OU0044
 OU0044                          SUPERSEDED SURVEY CONTROL
 OU0044
 OU0044  NGVD 29 (??/??/92) 1316.315  (m)         4318.61   (f) ADJ UNCH    1 2
 OU0044
 OU0044.Superseded values are not recommended for survey control.
 OU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0044.See file dsdata.txt to determine how the superseded data were derived.
 OU0044
 OU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ670535(NAD 83)
 OU0044_MARKER: DD = SURVEY DISK
 OU0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0044_SP_SET: CONCRETE POST
 OU0044_STAMPING: TT 100 WM 4318 1948
 OU0044_MARK LOGO: USGS  
 OU0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0044+STABILITY: SURFACE MOTION
 OU0044
 OU0044  HISTORY     - Date     Condition        Report By
 OU0044  HISTORY     - 1948     MONUMENTED       USGS
 OU0044  HISTORY     - 1957     GOOD             NGS
 OU0044  HISTORY     - 1985     POOR             NGS
 OU0044
 OU0044                          STATION DESCRIPTION
 OU0044
 OU0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0044'2.6 MI SE FROM NEWCASTLE.
 OU0044'ABOUT 2.55 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0044'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 34,
 OU0044'T.45 N., R.61 W., 3 1/2 POLES NORTH OF MILEPOST 518, ON THE
 OU0044'WEST SIDE OF THE TRIANGLE FORMED BY THE JUNCTION OF U.S. HIGHWAYS
 OU0044'16 AND 85, 97 FEET EAST OF THE EAST RAIL, 50 FEET WEST OF THE
 OU0044'CENTER LINE OF U.S. HIGHWAY 85, 56 FEET SOUTH OF THE CENTER
 OU0044'LINE OF A PRIVATE ROAD, 141 FEET SOUTHEAST OF THE CENTER OF THE
 OU0044'CROSSING OF THE PRIVATE ROAD AND THE TRACK, 2 FEET WEST OF THE
 OU0044'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 OU0044'3 FEET ABOVE THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE
 OU0044'POST PROJECTING 6 INCHES.
 OU0044
 OU0044                          STATION RECOVERY (1985)
 OU0044
 OU0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0044'RECOVERED IN POOR CONDITION.  MARK IS VERY LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0057 ***********************************************************************
 OU0057  DESIGNATION -  TT 30 NA
 OU0057  PID         -  OU0057
 OU0057  STATE/COUNTY-  WY/WESTON
 OU0057  USGS QUAD   -  OSAGE SE (1979)
 OU0057
 OU0057                         *CURRENT SURVEY CONTROL
 OU0057  ___________________________________________________________________
 OU0057* NAD 83(1986)-  43 52 10.     (N)    104 16 58.     (W)     SCALED    
 OU0057* NAVD 88     -      1273.886  (meters)    4179.41   (feet)  ADJUSTED  
 OU0057  ___________________________________________________________________
 OU0057  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 OU0057  DYNAMIC HT  -        1273.327 (meters)    4177.57  (feet)  COMP
 OU0057  MODELED GRAV-     980,135.1   (mgal)                       NAVD 88
 OU0057
 OU0057  VERT ORDER  -  FIRST     CLASS II
 OU0057
 OU0057.The horizontal coordinates were scaled from a topographic map and have
 OU0057.an estimated accuracy of +/- 6 seconds.
 OU0057
 OU0057.The orthometric height was determined by differential leveling
 OU0057.and adjusted by the National Geodetic Survey in June 1991..
 OU0057.WARNING-Repeat measurements at this control monument indicate possible
 OU0057.vertical movement.
 OU0057
 OU0057.The geoid height was determined by GEOID03.
 OU0057
 OU0057.The dynamic height is computed by dividing the NAVD 88
 OU0057.geopotential number by the normal gravity value computed on the
 OU0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0057.degrees latitude (g = 980.6199 gals.).
 OU0057
 OU0057.The modeled gravity was interpolated from observed gravity values.
 OU0057
 OU0057;                    North         East    Units  Estimated Accuracy
 OU0057;SPC WY E     -   374,620.      271,040.      MT  (+/- 180 meters Scaled)
 OU0057
 OU0057                          SUPERSEDED SURVEY CONTROL
 OU0057
 OU0057  NGVD 29 (??/??/92) 1273.304  (m)         4177.50   (f) ADJ UNCH    1 2
 OU0057
 OU0057.Superseded values are not recommended for survey control.
 OU0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0057.See file dsdata.txt to determine how the superseded data were derived.
 OU0057
 OU0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ576576(NAD 83)
 OU0057_MARKER: DD = SURVEY DISK
 OU0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0057_SP_SET: CONCRETE POST
 OU0057_STAMPING: TT 3 ONA 1949 4177.5
 OU0057_MARK LOGO: USGS  
 OU0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0057+STABILITY: SURFACE MOTION
 OU0057
 OU0057  HISTORY     - Date     Condition        Report By
 OU0057  HISTORY     - 1949     MONUMENTED       USGS
 OU0057  HISTORY     - 1957     GOOD             NGS
 OU0057  HISTORY     - 1985     GOOD             NGS
 OU0057
 OU0057                          STATION DESCRIPTION
 OU0057
 OU0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0057'4.4 MI W FROM NEWCASTLE.
 OU0057'ABOUT 4.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OU0057'RAILROAD FROM THE STATION AT NEWCASTLE, THENCE 0.1 MILE SOUTHWEST
 OU0057'ACROSS RANGE LAND TO U.S. HIGHWAY 16, IN SECTION 22, T.45 N.,
 OU0057'R. 62 W., 52 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 OU0057'258 FEET EAST OF THE NORTHEAST END OF A CULVERT UNDER THE NEW
 OU0057'HIGHWAY, 189 FEET NORTHEAST AND ACROSS THE OLD HIGHWAY FROM THE
 OU0057'CENTER LINE OF THE NEW HIGHWAY, 3 1/2 FEET NORTH OF A TELEPHONE
 OU0057'POLE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 OU0057'3 FEET LOWER THAN THE NEW HIGHWAY AND IN THE TOP OF A CONCRETE
 OU0057'POST PROJECTING 2 INCHES.
 OU0057
 OU0057                          STATION RECOVERY (1985)
 OU0057
 OU0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0057'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--7.3 KM (4.55 MI) NORTHWEST
 OU0057'ALONG US HIGHWAY 16 FROM THE COUNTY COURTHOUSE AT NEWCASTLE.
 OU0057'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 OU0057'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AC5603 ***********************************************************************
 AC5603  DESIGNATION -  TT 98 WM RESET
 AC5603  PID         -  AC5603
 AC5603  STATE/COUNTY-  WY/WESTON
 AC5603  USGS QUAD   -  FANNY PEAK (1979)
 AC5603
 AC5603                         *CURRENT SURVEY CONTROL
 AC5603  ___________________________________________________________________
 AC5603* NAD 83(1986)-  43 46 06.     (N)    104 03 48.     (W)     SCALED    
 AC5603* NAVD 88     -      1362.458  (meters)    4470.00   (feet)  ADJUSTED  
 AC5603  ___________________________________________________________________
 AC5603  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 AC5603  DYNAMIC HT  -        1361.870 (meters)    4468.07  (feet)  COMP
 AC5603  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 AC5603
 AC5603  VERT ORDER  -  FIRST     CLASS II
 AC5603
 AC5603.The horizontal coordinates were scaled from a topographic map and have
 AC5603.an estimated accuracy of +/- 6 seconds.
 AC5603
 AC5603.The orthometric height was determined by differential leveling
 AC5603.and adjusted by the National Geodetic Survey in October 1997..
 AC5603
 AC5603.The geoid height was determined by GEOID03.
 AC5603
 AC5603.The dynamic height is computed by dividing the NAVD 88
 AC5603.geopotential number by the normal gravity value computed on the
 AC5603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5603.degrees latitude (g = 980.6199 gals.).
 AC5603
 AC5603.The modeled gravity was interpolated from observed gravity values.
 AC5603
 AC5603;                    North         East    Units  Estimated Accuracy
 AC5603;SPC WY E     -   363,600.      288,830.      MT  (+/- 180 meters Scaled)
 AC5603
 AC5603                          SUPERSEDED SURVEY CONTROL
 AC5603
 AC5603.No superseded survey control is available for this station.
 AC5603
 AC5603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ753465(NAD 83)
 AC5603_MARKER: DB = BENCH MARK DISK
 AC5603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5603_STAMPING: TT 98 WM 1948 RESET 1958
 AC5603_MARK LOGO: USGS  
 AC5603_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5603+STABILITY: SURFACE MOTION
 AC5603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5603+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1995
 AC5603
 AC5603  HISTORY     - Date     Condition        Report By
 AC5603  HISTORY     - 1958     MONUMENTED       USGS
 AC5603  HISTORY     - 19950420 GOOD             NGS
 AC5603
 AC5603                          STATION DESCRIPTION
 AC5603
 AC5603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AC5603'14.0 KM (8.70 MI) EASTERLY ALONG U.S. HIGHWAY 16 FROM THE JUNCTION OF
 AC5603'U.S. HIGHWAY 85 IN NEWCASTLE, 29.8 M (97.8 FT) SOUTHWEST OF THE
 AC5603'HIGHWAY CENTERLINE, 16.7 M (54.8 FT) EAST OF A UTILITY POLE, 14.9 M
 AC5603'(48.9 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING TO THE
 AC5603'LOOKOUT MOUNTAIN SUBDIVISION, 9.9 M (32.5 FT) SOUTHEAST OF AN
 AC5603'UNDERGROUND CABLE JUNCTION BOX, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AC5603'HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF A FENCE, AND THE MONUMENT
 AC5603'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0324 ***********************************************************************
 PX0324  DESIGNATION -  TTEZ 1
 PX0324  PID         -  PX0324
 PX0324  STATE/COUNTY-  WY/BIG HORN
 PX0324  USGS QUAD   -  EMBLEM (1967)
 PX0324
 PX0324                         *CURRENT SURVEY CONTROL
 PX0324  ___________________________________________________________________
 PX0324* NAD 83(1993)-  44 30 20.90568(N)    108 22 53.36115(W)     ADJUSTED  
 PX0324* NAVD 88     -      1351.2    (meters)    4433.     (feet)  VERTCON   
 PX0324  ___________________________________________________________________
 PX0324  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 PX0324  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 PX0324
 PX0324  HORZ ORDER  -  THIRD
 PX0324
 PX0324.The horizontal coordinates were established by classical geodetic methods
 PX0324.and adjusted by the National Geodetic Survey in January 1997..
 PX0324
 PX0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0324
 PX0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0324
 PX0324.The geoid height was determined by GEOID03.
 PX0324
 PX0324;                    North         East     Units Scale Factor Converg.
 PX0324;SPC WYEC     -   545,484.098   316,654.019   MT  1.00002290   -0 44 05.2
 PX0324;UTM  12      - 4,931,389.489   708,146.406   MT  1.00013283   +1 50 10.3
 PX0324
 PX0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0324!SPC WYEC     -   0.99979027  x   1.00002290  =   0.99981317
 PX0324!UTM  12      -   0.99979027  x   1.00013283  =   0.99992307
 PX0324
 PX0324:                Primary Azimuth Mark                     Grid Az
 PX0324:SPC WYEC     -  ZION                                     355 00 17.8
 PX0324:UTM  12      -  ZION                                     352 26 02.3
 PX0324
 PX0324|---------------------------------------------------------------------|
 PX0324| PID    Reference Object                     Distance      Geod. Az  |
 PX0324|                                                           dddmmss.s |
 PX0324| PX0325 ZION                                APPROX. 7.7 KM 3541612.6 |
 PX0324|---------------------------------------------------------------------|
 PX0324
 PX0324                          SUPERSEDED SURVEY CONTROL
 PX0324
 PX0324  NAD 83(1986)-  44 30 20.89550(N)    108 22 53.35492(W) AD(       ) 3
 PX0324  NAD 27      -  44 30 21.04992(N)    108 22 50.95176(W) AD(       ) 3
 PX0324  NGVD 29 (07/19/86) 1350.3    (m)         4430.     (f) VERT ANG       
 PX0324
 PX0324.Superseded values are not recommended for survey control.
 PX0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0324.See file dsdata.txt to determine how the superseded data were derived.
 PX0324
 PX0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ0814631389(NAD 83)
 PX0324_MARKER: DD = SURVEY DISK
 PX0324_SETTING: 0 = UNSPECIFIED SETTING
 PX0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0324
 PX0324  HISTORY     - Date     Condition        Report By
 PX0324  HISTORY     - 1948     MONUMENTED       USGS
 PX0324
 PX0324                          STATION DESCRIPTION
 PX0324
 PX0324'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0324'STATION IS LOCATED 35.9 MI. ALONG U.S. HIGHWAY 20 FROM POST OFFICE AT
 PX0324'CODY PARK COUNTY, 17.2 MI. W. OF GREYBULL, 0.5 MI. E. OF WYOMING S
 PX0324'STANDARD SCHOOL 18.9 FT. NW. OF CENTER OF T-RD. E. CORNER OF N.
 PX0324'HEADWALL OF CULVERT.
 PX0324'
 PX0324'TO REACH STATION FROM POST OFFICE IN CODY, FOLLOW U.S. HIGHWAY 20 35.9
 PX0324'MI. E. 18.9 FT. NW. OF CENTER OF T-RD., E. CORNER OF N. HEADWALL OF
 PX0324'CULVERT.
 PX0324'
 PX0324'STATION MARK - STANDARD TABLET, STAMPED ---TTEZ 1 1948--- E. CORNER OF
 PX0324'N. HEADWALL OF CULVERT.
 PX0324'
 PX0324'REFERENCE MARK NO.1 - DRILLED HOLE IN NE. HEADWALL OF IRRIGATION
 PX0324'HEADGATE, 53.7 FT. -SLOPE DISTANCE- FROM STATION, S 49 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0433 ***********************************************************************
 NR0433  DESIGNATION -  TUFFY
 NR0433  PID         -  NR0433
 NR0433  STATE/COUNTY-  WY/CARBON
 NR0433  USGS QUAD   -  SPANISH MINE (1981)
 NR0433
 NR0433                         *CURRENT SURVEY CONTROL
 NR0433  ___________________________________________________________________
 NR0433* NAD 83(1993)-  42 15 08.52180(N)    107 07 54.68236(W)     ADJUSTED  
 NR0433* NAVD 88     -      2162.5    (meters)    7095.     (feet)  VERTCON   
 NR0433  ___________________________________________________________________
 NR0433  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 NR0433  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NR0433
 NR0433  HORZ ORDER  -  THIRD
 NR0433
 NR0433.The horizontal coordinates were established by classical geodetic methods
 NR0433.and adjusted by the National Geodetic Survey in January 1997..
 NR0433
 NR0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0433
 NR0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0433
 NR0433.The geoid height was determined by GEOID03.
 NR0433
 NR0433;                    North         East     Units Scale Factor Converg.
 NR0433;SPC WYEC     -   294,627.488   416,625.378   MT  0.99994090   +0 08 07.7
 NR0433;UTM  13      - 4,679,997.291   324,140.113   MT  0.99998054   -1 26 01.8
 NR0433
 NR0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0433!SPC WYEC     -   0.99966296  x   0.99994090  =   0.99960388
 NR0433!UTM  13      -   0.99966296  x   0.99998054  =   0.99964350
 NR0433
 NR0433:                Primary Azimuth Mark                     Grid Az
 NR0433:SPC WYEC     -  SEMINOE                                  146 53 20.9
 NR0433:UTM  13      -  SEMINOE                                  148 27 30.4
 NR0433
 NR0433|---------------------------------------------------------------------|
 NR0433| PID    Reference Object                     Distance      Geod. Az  |
 NR0433|                                                           dddmmss.s |
 NR0433| NR0434 SEMINOE                             APPROX.11.3 KM 1470128.6 |
 NR0433|---------------------------------------------------------------------|
 NR0433
 NR0433                          SUPERSEDED SURVEY CONTROL
 NR0433
 NR0433  NAD 83(1986)-  42 15 08.49702(N)    107 07 54.67028(W) AD(       ) 3
 NR0433  NAD 27      -  42 15 08.67559(N)    107 07 52.48170(W) AD(       ) 3
 NR0433  NGVD 29 (07/19/86) 2161.4    (m)         7091.     (f) VERT ANG       
 NR0433
 NR0433.Superseded values are not recommended for survey control.
 NR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0433.See file dsdata.txt to determine how the superseded data were derived.
 NR0433
 NR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2414079997(NAD 83)
 NR0433_MARKER: DD = SURVEY DISK
 NR0433_SETTING: 0 = UNSPECIFIED SETTING
 NR0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0433
 NR0433  HISTORY     - Date     Condition        Report By
 NR0433  HISTORY     - 1951     MONUMENTED       USGS
 NR0433
 NR0433                          STATION DESCRIPTION
 NR0433
 NR0433'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0433'STATION IS LOCATED ABOUT 3 MI. E. AND 4 MI. N. OF FERRIS DOME,
 NR0433'WYOMING, ON A HIGH ROUND TOPPED HILL.
 NR0433'
 NR0433'TO REACH STATION FROM ALCOVA, WYOMING, PROCEED SW. FROM POST OFFICE ON
 NR0433'HIGHWAY 220 FOR 22 MI. TO BUZZARD RANCH RD., GO S. 19.7 MI., LEAVE
 NR0433'BUZZARD RANCH RD. AND GO ON STRAIGHT S. ON RD. TO FERRIS DOME FOR 3.8
 NR0433'MI., LEAVE RD. AND GO W. UP DRAW 0.5 MI., THENCE LEFT 0.1 MI. TO TOP
 NR0433'OF HILL AND STATION.
 NR0433'
 NR0433'STATION MARK--A STANDARD TABLET SET IN A CONCRETE MONUMENT PROJECTING
 NR0433'6 IN. ABOVE GROUND, AND STAMPED ---LFR-TUFFY, 1951---.
 NR0433'
 NR0433'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0634 ***********************************************************************
 NT0634  DESIGNATION -  TULSA
 NT0634  PID         -  NT0634
 NT0634  STATE/COUNTY-  WY/SUBLETTE
 NT0634  USGS QUAD   -  THE HOGSBACK (1969)
 NT0634
 NT0634                         *CURRENT SURVEY CONTROL
 NT0634  ___________________________________________________________________
 NT0634* NAD 83(1993)-  42 19 32.76946(N)    110 19 10.99000(W)     ADJUSTED  
 NT0634* NAVD 88     -      2750.1    (meters)    9023.     (feet)  VERTCON   
 NT0634  ___________________________________________________________________
 NT0634  LAPLACE CORR-         -11.61  (seconds)                    DEFLEC99
 NT0634  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 NT0634
 NT0634  HORZ ORDER  -  FIRST
 NT0634
 NT0634.The horizontal coordinates were established by classical geodetic methods
 NT0634.and adjusted by the National Geodetic Survey in January 1997..
 NT0634
 NT0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0634
 NT0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0634
 NT0634.The geoid height was determined by GEOID03.
 NT0634
 NT0634;                    North         East     Units Scale Factor Converg.
 NT0634;SPC WY W     -   302,787.814   780,516.653   MT  0.99994217   -0 09 33.0
 NT0634;UTM  12      - 4,686,171.108   556,051.071   MT  0.99963865   +0 27 29.1
 NT0634
 NT0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0634!SPC WY W     -   0.99957083  x   0.99994217  =   0.99951302
 NT0634!UTM  12      -   0.99957083  x   0.99963865  =   0.99920963
 NT0634
 NT0634:                Primary Azimuth Mark                     Grid Az
 NT0634:SPC WY W     -  CONE CONICAL BARE BUTTE                  081 01 47.8
 NT0634:UTM  12      -  CONE CONICAL BARE BUTTE                  080 24 45.7
 NT0634
 NT0634|---------------------------------------------------------------------|
 NT0634| PID    Reference Object                     Distance      Geod. Az  |
 NT0634|                                                           dddmmss.s |
 NT0634| NS0296 CONE CONICAL BARE BUTTE             APPROX.78.6 KM 0805214.8 |
 NT0634| CP5950 TULSA RM 1                           34.421 METERS 17642     |
 NT0634| NT0633 HOGBACK RIDGE MICROWAVE TOWER        49.293 METERS 18446     |
 NT0634| NT0632 BEACON SOUTH OF STA TULSA           APPROX. 0.7 KM 1883854.9 |
 NT0634| CP5951 TULSA RM 2                           18.423 METERS 28230     |
 NT0634| CP5952 TULSA RM 3 AZIMUTH                                 3481920.5 |
 NT0634|---------------------------------------------------------------------|
 NT0634
 NT0634                          SUPERSEDED SURVEY CONTROL
 NT0634
 NT0634  NAD 83(1993)-  42 19 32.76595(N)    110 19 10.98992(W) AD(       ) 1
 NT0634  NAD 83(1986)-  42 19 32.75601(N)    110 19 10.98620(W) AD(       ) 1
 NT0634  NAD 27      -  42 19 32.97280(N)    110 19 08.38820(W) AD(       ) 1
 NT0634  NGVD 29 (07/19/86) 2748.7    (m)         9018.     (f) VERT ANG       
 NT0634
 NT0634.Superseded values are not recommended for survey control.
 NT0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0634.See file dsdata.txt to determine how the superseded data were derived.
 NT0634
 NT0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM5605186171(NAD 83)
 NT0634_MARKER: DS = TRIANGULATION STATION DISK
 NT0634_SETTING: 66 = SET IN ROCK OUTCROP
 NT0634
 NT0634  HISTORY     - Date     Condition        Report By
 NT0634  HISTORY     - 1933     MONUMENTED       CGS
 NT0634  HISTORY     - 1962     GOOD             CGS
 NT0634  HISTORY     - 1969     GOOD             USGS
 NT0634
 NT0634                          STATION DESCRIPTION
 NT0634
 NT0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NT0634'ABOUT 7-1/2 MILES NORTHWEST OF TULSA, IN T. 27 N., R. 113 W., ON
 NT0634'PROMINENT PARTIALLY-COVERED RIDGE, LOCALLY KNOWN AS HOGBACK, ABOUT
 NT0634'20 FEET WEST OF FACE OF CLIFF, AND ABOUT 1/4 MILE NORTH OF SOUTH
 NT0634'END OF HIGHEST PART OF RIDGE.  TO REACH FROM TULSA HOTEL, AT
 NT0634'TULSA, GO NORTH 0.3 MILE ON STATE HIGHWAY 287, LEAVE HIGHWAY
 NT0634'AND TURN LEFT, ONTO GRADED DIRT ROAD AND GO 3.1 MILES, TAKE
 NT0634'RIGHT FORK AND GO 4.1 MILES, THEN LEFT FORK (MAIN ROAD) AND GO
 NT0634'0.1 MILE, TAKE RIGHT FORK JUST AFTER CROSSING DEEP WASH AND GO
 NT0634'0.85 MILE, THEN FOLLOW RIGHT FORK (MAIN ROAD) 0.2 MILE.  THIS
 NT0634'ROAD LEADS AROUND NORTH END OF RIDGE TO WEST SIDE.  FROM
 NT0634'HERE IT IS ABOUT A 2-HOUR PACK TO STATION.  STATION COULD ALSO
 NT0634'BE REACHED FROM EAST SIDE BY TAKING TRUCKS UP RIDGE WHICH
 NT0634'RUNS TOWARD APPARENT HIGHEST PART, THEN CLIMBING UP SLOPE AND
 NT0634'ROCKS.  MARK IS STANDARD DISK STATION MARK IN BOULDER.
 NT0634'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS.
 NT0634'NO. 1 IS ABOUT 20 FEET FROM DEAD TREE ON EDGE OF
 NT0634'CLIFF, AND 112.95 FEET FROM STATION.
 NT0634'NO. 2 IS 53.97 FEET FROM STATION.
 NT0634'NO. 3 IS ON SECOND RIDGE, IN ROCK OUTCROP, AND ABOUT
 NT0634'1/4 MILE FROM STATION.
 NT0634'ELEVATION--2,754.1 METERS (9,036 FEET).
 NT0634
 NT0634                          STATION RECOVERY (1962)
 NT0634
 NT0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 NT0634'ALL MARKS WERE RECOVERED IN GOOD CONDITION WITH NO NOTICEABLE
 NT0634'DISPLACEMENT OF ANY OF THE MARKS.  A DIFFERENCE OF 6.47 FEET
 NT0634'WAS NOTED AND CHECKED IN THE FIELD TO REFERENCE MARK 2.  DUE
 NT0634'TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 NT0634'
 NT0634'STATION IS ON THE HIGHEST PART OF HOGBACK RIDGE, ABOUT 7-1/2
 NT0634'MILES NORTHWEST OF LA BARGE.  IT IS A PROMINENT NORTH-SOUTH
 NT0634'RIDGE, PARTLY TIMBER COVERED.  THE MOUNTAIN STATES TELEPHONE
 NT0634'AND TELEGRAPH COMPANY HAS A MICRO-WAVE INSTALLATION ON THE RIDGE.
 NT0634'
 NT0634'TO REACH FROM THE POST OFFICE IN LA BARGE.  GO SOUTHERLY ON
 NT0634'U.S. HIGHWAY 189 FOR 0.5 MILE TO A SURFACED SIDE ROAD RIGHT.
 NT0634'TURN RIGHT, WESTERLY, ON WYOMING 1203 SECONDARY ROAD FOR 4.15
 NT0634'MILES TO AN OIL FIELD CAMP AND SIDE ROAD RIGHT AT SIGN CALPET.
 NT0634'TURN RIGHT, NORTHERLY, ON GRAVELED ROAD FOR 5.35 MILES TO A CROSS
 NT0634'ROAD AT THE TOP OF DIVIDE.  CONTINUE AHEAD ON THE MAIN GRAVELED
 NT0634'ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT AT SIGN DRY PINEY UNIT,
 NT0634'MOUNTAIN FUEL SUPPLY CO.  TURN LEFT, WESTERLY, ON GRADED ROAD
 NT0634'FOR 0.5 MILE TO A FORK.  TAKE THE LEFT FORK, STRAIGHT AHEAD
 NT0634'FOR 0.9 MILE TO A FORK.  TAKE THE LEFT FORK, UP HILL FOR 1.45
 NT0634'MILES TO A SIDE ROAD LEFT.  CONTINUE AHEAD ON THE MAIN ROAD FOR 0.3
 NT0634'MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.7 MILE TO AN
 NT0634'OIL WELL AND TANKS ON THE RIGHT.  CONTINUE AHEAD ON THE
 NT0634'MAIN ROAD FOR 0.5 MILE TO A FORK.  TAKE THE LEFT FORK,
 NT0634'MAIN ROAD FOR 0.55 MILE TO A REVERSE FORK ON THE LEFT.
 NT0634'TURN SHARP LEFT, UP HILL ON TRACK ROAD FOR 0.5 MILE TO
 NT0634'THE SECOND CONCRETE BLOCK BUILDING AND STATION.  TO REACH
 NT0634'REFERENCE MARK 3, CONTINUE AHEAD, NORTHERLY, ON TRACK
 NT0634'ROAD FOR 0.2 MILE TO A CONCRETE BLOCK BUILDING AND
 NT0634'REFERENCE MARK 3 ON THE LEFT.
 NT0634'
 NT0634'STATION MARK IS A STANDARD DISK, STAMPED TULSA 1933, CEMENTED
 NT0634'IN A DRILL HOLE IN A 5 X 4 FOOT ROCK OUTCROP FLUSH.  IT IS 153
 NT0634'FEET NORTH-NORTHEAST OF A TRANSFORMER POLE, 71 FEET EAST OF
 NT0634'THE CENTERLINE OF THE TRACK ROAD, 48.2 FEET SOUTHEAST OF THE
 NT0634'SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING AND 22 FEET WEST
 NT0634'OF THE EAST EDGE OF THE RIDGE.
 NT0634'
 NT0634'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TULSA NO 1 1933,
 NT0634'CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT ROCK OUTCROP FLUSH.  IT
 NT0634'IS 59 FEET EAST-NORTHEAST OF THE TRANSFORMER POLE, 52.5 FEET
 NT0634'NORTH-NORTHEAST OF THE CENTER OF HOGBACK RIDGE, MICRO-WAVE
 NT0634'RELAY TOWER, 26 FEET WEST OF THE EAST EDGE OF THE RIDGE AND
 NT0634'ABOUT 2 FEET HIGHER THAN THE STATION.
 NT0634'
 NT0634'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TULSA NO 2 1933,
 NT0634'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP FLUSH.
 NT0634'IT IS 136 FEET NORTH-NORTHEAST OF THE TRANSFORMER POLE, 45 FEET
 NT0634'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BLOCK BUILDING, 11
 NT0634'FEET EAST OF THE CENTERLINE OF THE TRACK ROAD AND ABOUT 1
 NT0634'FOOT LOWER THAN THE STATION.
 NT0634'
 NT0634'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED TULSA NO 3 1933,
 NT0634'CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT ROCK OUTCROP PROJECTING
 NT0634'6 INCHES.  IT IS 222 FEET NORTHWEST OF THE NORTHWEST CORNER
 NT0634'OF A CONCRETE BLOCK BUILDING AND 171 FEET WEST OF A POWERLINE
 NT0634'POLE.
 NT0634
 NT0634                          STATION RECOVERY (1969)
 NT0634
 NT0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NT0634'RECOVERED.
 NT0634'
 NT0634'STATION MARK--STANDARD USC AND GS TRIANGULATION TABLET, CEMENTED IN
 NT0634'BEDROCK, STAMPED ---TULSA 1933---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0449 ***********************************************************************
 OU0449  DESIGNATION -  TURK
 OU0449  PID         -  OU0449
 OU0449  STATE/COUNTY-  WY/CAMPBELL
 OU0449  USGS QUAD   -  PINE TREE (1977)
 OU0449
 OU0449                         *CURRENT SURVEY CONTROL
 OU0449  ___________________________________________________________________
 OU0449* NAD 83(1993)-  43 30 02.26710(N)    105 52 15.22487(W)     ADJUSTED  
 OU0449* NAVD 88     -      1686.6    (meters)    5533.     (feet)  VERTCON   
 OU0449  ___________________________________________________________________
 OU0449  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 OU0449  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0449  OBS GRAVITY -     979,964.7   (mgal)                       GRAV_OBS
 OU0449
 OU0449  HORZ ORDER  -  THIRD
 OU0449
 OU0449.The horizontal coordinates were established by classical geodetic methods
 OU0449.and adjusted by the National Geodetic Survey in January 1997..
 OU0449
 OU0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0449
 OU0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0449
 OU0449.The geoid height was determined by GEOID03.
 OU0449.The observed gravity was obtained from relative gravimeter ties
 OU0449.to the IGSN71 gravity network.
 OU0449
 OU0449;                    North         East     Units Scale Factor Converg.
 OU0449;SPC WY E     -   333,510.006   143,048.361   MT  0.99997738   -0 29 05.2
 OU0449;UTM  13      - 4,816,779.669   429,593.600   MT  0.99966097   -0 35 58.3
 OU0449
 OU0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0449!SPC WY E     -   0.99973788  x   0.99997738  =   0.99971527
 OU0449!UTM  13      -   0.99973788  x   0.99966097  =   0.99939894
 OU0449
 OU0449:                Primary Azimuth Mark                     Grid Az
 OU0449:SPC WY E     -  OGALLALA                                 303 33 59.6
 OU0449:UTM  13      -  OGALLALA                                 303 40 52.7
 OU0449
 OU0449|---------------------------------------------------------------------|
 OU0449| PID    Reference Object                     Distance      Geod. Az  |
 OU0449|                                                           dddmmss.s |
 OU0449| OU0450 OGALLALA                            APPROX. 5.2 KM 3030454.4 |
 OU0449|---------------------------------------------------------------------|
 OU0449
 OU0449                          SUPERSEDED SURVEY CONTROL
 OU0449
 OU0449  NAD 83(1986)-  43 30 02.24838(N)    105 52 15.20123(W) AD(       ) 3
 OU0449  NAD 27      -  43 30 02.35710(N)    105 52 13.17993(W) AD(       ) 3
 OU0449  NGVD 29 (07/19/86) 1685.7    (m)         5531.     (f) VERT ANG       
 OU0449
 OU0449.Superseded values are not recommended for survey control.
 OU0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0449.See file dsdata.txt to determine how the superseded data were derived.
 OU0449
 OU0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ2959416780(NAD 83)
 OU0449_MARKER: DD = SURVEY DISK
 OU0449_SETTING: 0 = UNSPECIFIED SETTING
 OU0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0449
 OU0449  HISTORY     - Date     Condition        Report By
 OU0449  HISTORY     - 1952     MONUMENTED       USGS
 OU0449
 OU0449                          STATION DESCRIPTION
 OU0449
 OU0449'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0449'STATION IS LOCATED IN THE NE. 1/4 SEC. 28, T 41 N, R 15 W, ON A
 OU0449'SMALL SHARP TOP AT THE S. TIP OF A PROMINENT N-S. HILL, ABOUT 3.5
 OU0449'MI. (AIRLINE) N. OF ROSS AND 9.0 MI. SW. OF PINE TREE JUNCTION.
 OU0449'
 OU0449'TO REACH THE STATION FROM THE OGALLALA STORE IN ROSS, GO N. 0.8 MI.
 OU0449'TO RD. FORK N. OF AIRSTRIP AND HANGER, TURN RIGHT, GENERALLY NE.,
 OU0449'1.2 MI. TO RESERVOIR, CONTINUE OVER DAM 1.4 MI. TO JUNCTION OF
 OU0449'TRACK RD. N., AT TOP OF RIDGE, TURN LEFT (N.) 1.5 MI. ALONG TRACK
 OU0449'RD. TO A WINDMILL, CONTINUE PAST THE WINDMILL, BEARING TO THE LEFT
 OU0449'AND ACROSS COUNTRY, 0.4 MI. TO THE SOUTHERN TOP OF A PROMINENT HILL
 OU0449'AND THE STATION.
 OU0449'
 OU0449'STATION MARK--STANDARD TABLET, SET IN TOP OF CONCRETE POST, STAMPED
 OU0449'---TURK 1952---.
 OU0449'
 OU0449'REFERENCE MARK NO. 1--STANDARD REFERENCE DISK, SET IN SANDSTONE
 OU0449'OUTCROP, STAMPED ---TURK NO. 1 1952---, 59.71 FT. DISTANT,
 OU0449'N 32 DEG 08 MIN E.
 OU0449'
 OU0449'REFERENCE MARK NO. 2--STEEL ROD, IN CONCRETE POST, 55.23 FT. DISTANT,
 OU0449'S 21 DEG 57 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0441 ***********************************************************************
 OU0441  DESIGNATION -  TURNER
 OU0441  PID         -  OU0441
 OU0441  STATE/COUNTY-  WY/CAMPBELL
 OU0441  USGS QUAD   -  TURNERCREST (1984)
 OU0441
 OU0441                         *CURRENT SURVEY CONTROL
 OU0441  ___________________________________________________________________
 OU0441* NAD 83(1993)-  43 37 24.15159(N)    105 39 23.57144(W)     ADJUSTED  
 OU0441* NAVD 88     -      1626.5    (meters)    5336.     (feet)  VERTCON   
 OU0441  ___________________________________________________________________
 OU0441  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 OU0441  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 OU0441  OBS GRAVITY -     979,998.0   (mgal)                       GRAV_OBS
 OU0441
 OU0441  HORZ ORDER  -  THIRD
 OU0441
 OU0441.The horizontal coordinates were established by classical geodetic methods
 OU0441.and adjusted by the National Geodetic Survey in January 1997..
 OU0441
 OU0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0441
 OU0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0441
 OU0441.The geoid height was determined by GEOID03.
 OU0441.The observed gravity was obtained from relative gravimeter ties
 OU0441.to the IGSN71 gravity network.
 OU0441
 OU0441;                    North         East     Units Scale Factor Converg.
 OU0441;SPC WY E     -   347,022.332   160,463.269   MT  0.99995672   -0 20 16.7
 OU0441;UTM  13      - 4,830,252.751   447,029.992   MT  0.99963451   -0 27 10.7
 OU0441
 OU0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0441!SPC WY E     -   0.99974733  x   0.99995672  =   0.99970406
 OU0441!UTM  13      -   0.99974733  x   0.99963451  =   0.99938193
 OU0441
 OU0441:                Primary Azimuth Mark                     Grid Az
 OU0441:SPC WY E     -  RENO                                     155 46 20.5
 OU0441:UTM  13      -  RENO                                     155 53 14.5
 OU0441
 OU0441|---------------------------------------------------------------------|
 OU0441| PID    Reference Object                     Distance      Geod. Az  |
 OU0441|                                                           dddmmss.s |
 OU0441| OU0440 RENO                                APPROX. 9.6 KM 1552603.8 |
 OU0441|---------------------------------------------------------------------|
 OU0441
 OU0441                          SUPERSEDED SURVEY CONTROL
 OU0441
 OU0441  NAD 83(1986)-  43 37 24.13225(N)    105 39 23.54788(W) AD(       ) 3
 OU0441  NAD 27      -  43 37 24.24376(N)    105 39 21.55406(W) AD(       ) 3
 OU0441  NGVD 29 (07/19/86) 1625.7    (m)         5334.     (f) VERT ANG       
 OU0441
 OU0441.Superseded values are not recommended for survey control.
 OU0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0441.See file dsdata.txt to determine how the superseded data were derived.
 OU0441
 OU0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ4703030253(NAD 83)
 OU0441_MARKER: DD = SURVEY DISK
 OU0441_SETTING: 0 = UNSPECIFIED SETTING
 OU0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0441
 OU0441  HISTORY     - Date     Condition        Report By
 OU0441  HISTORY     - 1955     MONUMENTED       USGS
 OU0441
 OU0441                          STATION DESCRIPTION
 OU0441
 OU0441'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0441'STATION IS LOCATED IN THE SW. 1/4 SEC. 8, T 42 N, R 73 W, ABOUT 13
 OU0441'MI. (AIRLINE) SW. OF RENO JUNCTION, ABOUT 6.5 MI. (AIRLINE) E. OF
 OU0441'PINE TREE JUNCTION, AND ABOUT 4.25 MI. N. OF TURNERCREST.  STATION
 OU0441'IS ON THE HIGHEST TOP OF A PROMINENT GRASS COVERED RIDGE.
 OU0441'
 OU0441'TO REACH THE STATION FROM RENO JUNCTION, GO SW. ALONG STATE HIGHWAY
 OU0441'387 5.1 MI. TO CROSSROAD, LITTLE BUFFALO RANCH SIGN ON RIGHT, CONTINUE
 OU0441'8.9 MI. ALONG HIGHWAY TO GRADED CROSSROADS AND SIGN ---TURNERCREST---,
 OU0441'TURN LEFT (S.) 1.4 MI. TO JUNCTION OF TRACK RD. NE., ABOUT 150 FT. N.
 OU0441'OF A CATTLEGUARD, TURN LEFT (NE.) 1.2 MI. ALONG TRACK RD. TO OLD
 OU0441'TRAIL FORK, TURN RIGHT AND FOLLOW TRAIL ALONG RIDGE 0.3 MI. BEARING
 OU0441'TO THE S., THEN TURN LEFT, LEAVING RD., GO PAST SAND BLOWOUTS 0.2
 OU0441'MI. TO TOP AND THE STATION.
 OU0441'
 OU0441'STATION MARK--STANDARD TABLET, SET IN TOP OF A CONCRETE POST, POURED
 OU0441'IN PLACE AND FLUSH WITH THE GROUND, STAMPED ---TURNER 1955---.
 OU0441'
 OU0441'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0778 ***********************************************************************
 MR0778  DESIGNATION -  TURTLE BLUFF
 MR0778  PID         -  MR0778
 MR0778  STATE/COUNTY-  WY/UINTA
 MR0778  USGS QUAD   -  BURNTFORK (1980)
 MR0778
 MR0778                         *CURRENT SURVEY CONTROL
 MR0778  ___________________________________________________________________
 MR0778* NAD 83(1993)-  41 05 03.78516(N)    110 03 49.62942(W)     ADJUSTED  
 MR0778* NAVD 88     -      2619.1    (meters)    8593.     (feet)  VERTCON   
 MR0778  ___________________________________________________________________
 MR0778  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 MR0778  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 MR0778
 MR0778  HORZ ORDER  -  THIRD
 MR0778
 MR0778.The horizontal coordinates were established by classical geodetic methods
 MR0778.and adjusted by the National Geodetic Survey in January 1997..
 MR0778
 MR0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0778
 MR0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0778
 MR0778.The geoid height was determined by GEOID03.
 MR0778
 MR0778;                    North         East     Units Scale Factor Converg.
 MR0778;SPC WY W     -   164,891.995   801,642.421   MT  0.99993753   +0 00 46.2
 MR0778;UTM  12      - 4,548,546.869   578,637.014   MT  0.99967611   +0 36 55.0
 MR0778
 MR0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0778!SPC WY W     -   0.99959151  x   0.99993753  =   0.99952906
 MR0778!UTM  12      -   0.99959151  x   0.99967611  =   0.99926775
 MR0778
 MR0778:                Primary Azimuth Mark                     Grid Az
 MR0778:SPC WY W     -  SAGE CREEK                               323 50 38.1
 MR0778:UTM  12      -  SAGE CREEK                               323 14 29.3
 MR0778
 MR0778|---------------------------------------------------------------------|
 MR0778| PID    Reference Object                     Distance      Geod. Az  |
 MR0778|                                                           dddmmss.s |
 MR0778| MR0782 SAGE CREEK                          APPROX. 9.1 KM 3235124.3 |
 MR0778|---------------------------------------------------------------------|
 MR0778
 MR0778                          SUPERSEDED SURVEY CONTROL
 MR0778
 MR0778  NAD 83(1986)-  41 05 03.76814(N)    110 03 49.61683(W) AD(       ) 3
 MR0778  NAD 27      -  41 05 03.94731(N)    110 03 47.08215(W) AD(       ) 3
 MR0778  NGVD 29 (07/19/86) 2617.6    (m)         8588.     (f) VERT ANG       
 MR0778
 MR0778.Superseded values are not recommended for survey control.
 MR0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0778.See file dsdata.txt to determine how the superseded data were derived.
 MR0778
 MR0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL7863748547(NAD 83)
 MR0778
 MR0778  HISTORY     - Date     Condition        Report By
 MR0778  HISTORY     - UNK      MONUMENTED
 MR0778  HISTORY     - 1964     GOOD             USGS
 MR0778  HISTORY     - 1965     SEE DESCRIPTION  USGS
 MR0778
 MR0778                          STATION DESCRIPTION
 MR0778
 MR0778'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 MR0778'THE STATION LOCATED ON THE EDGE OF A PLATEAU, THE LOCAL NAME OF
 MR0778'WHICH IS DRY CREEK MOUNTAIN.  THE STATION SITE IS ABOUT 1/2 MI. E.
 MR0778'OF THE W. END OF THE BLUFF AND JUST N. OF THE CHIMNEY ROCKS.
 MR0778'
 MR0778'RECOVERED.
 MR0778'
 MR0778'STATION MARK--AN ALUMINUM TABLET, CEMENTED IN A LARGE SANDSTONE
 MR0778'ROCK SET IN THE SOFT EARTH AND PROJECTING ABOUT 3 IN. ABOVE THE
 MR0778'SURFACE.
 MR0778
 MR0778                          STATION RECOVERY (1965)
 MR0778
 MR0778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MR0778'LOCATED ABOUT 0.5 MI. E. OF THE W. END OF THE BLUFF AND JUST N. OF
 MR0778'THE CHIMNEY ROCKS, ON THE EDGE OF A PLATEAU KNOWN LOCALLY AS DRY CREEK
 MR0778'MOUNTAIN.
 MR0778'
 MR0778'TO REACH FROM POST OFFICE AT MCKINNON, WYOMING, DRIVE E. ON MAIN RD.
 MR0778'FOR 1.4 MI. TO CROSSROADS, TURN RIGHT (N.) ON BLACKTOP ROAD FOR 1.8
 MR0778'MI. TO BRIDGE OVER HENRYS FORK CREEK, CONTINUE FOR 1.2 MI. TO TRACK
 MR0778'RD. ON LEFT, TURN LEFT AND FOLLOW WINDING RD. FOR 1.5 MI. TO A Y-FORK,
 MR0778'TAKE RIGHT FORK FOR 0.6 MI. TO A SMALL EARTH DAM, DRIVE OVER EARTH DAM
 MR0778'AND GO 0.1 MI. TO A Y-FORK, TAKE LEFT FORK AND DRIVE 1 MI. TO S. EDGE
 MR0778'OF HIGH PLATEAU, FOLLOW RD. W. NEAR S. EDGE OF PLATEAU FOR 5 MI. TO
 MR0778'STATION, ABOUT 125 FT. S. OF RD.
 MR0778'
 MR0778'STATION MARK--AN ALUMINUM TABLET, CEMENTED IN A LARGE SANDSTONE ROCK
 MR0778'SET IN THE SOFT EARTH AND PROJECTING ABOUT 3 IN. ABOVE THE SURFACE.
 MR0778'
 MR0778'NOTE BY USGS, 1965--ALUMINUM TABLET IS STILL IN PLACE, BUT THE OUTER
 MR0778'PORTION HAS BEEN CUT AWAY.
 MR0778'
 MR0778'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0517 ***********************************************************************
 MP0517  DESIGNATION -  TURTLING
 MP0517  PID         -  MP0517
 MP0517  STATE/COUNTY-  WY/CARBON
 MP0517  USGS QUAD   -  ELK MOUNTAIN (1982)
 MP0517
 MP0517                         *CURRENT SURVEY CONTROL
 MP0517  ___________________________________________________________________
 MP0517* NAD 83(1993)-  41 42 42.50885(N)    106 23 01.15688(W)     ADJUSTED  
 MP0517* NAVD 88     -      2290.8    (meters)    7516.     (feet)  VERTCON   
 MP0517  ___________________________________________________________________
 MP0517  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 MP0517  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 MP0517
 MP0517  HORZ ORDER  -  THIRD
 MP0517
 MP0517.The horizontal coordinates were established by classical geodetic methods
 MP0517.and adjusted by the National Geodetic Survey in January 1997..
 MP0517
 MP0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0517
 MP0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0517
 MP0517.The geoid height was determined by GEOID03.
 MP0517
 MP0517;                    North         East     Units Scale Factor Converg.
 MP0517;SPC WYEC     -   235,005.922   479,031.102   MT  1.00001433   +0 37 55.0
 MP0517;UTM  13      - 4,618,704.310   384,892.114   MT  0.99976305   -0 55 14.7
 MP0517
 MP0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0517!SPC WYEC     -   0.99964283  x   1.00001433  =   0.99965715
 MP0517!UTM  13      -   0.99964283  x   0.99976305  =   0.99940596
 MP0517
 MP0517:                Primary Azimuth Mark                     Grid Az
 MP0517:SPC WYEC     -  SIMPSON                                  328 08 02.2
 MP0517:UTM  13      -  SIMPSON                                  329 41 11.9
 MP0517
 MP0517|---------------------------------------------------------------------|
 MP0517| PID    Reference Object                     Distance      Geod. Az  |
 MP0517|                                                           dddmmss.s |
 MP0517| MP0520 SIMPSON                             APPROX. 7.8 KM 3284557.2 |
 MP0517|---------------------------------------------------------------------|
 MP0517
 MP0517                          SUPERSEDED SURVEY CONTROL
 MP0517
 MP0517  NAD 83(1986)-  41 42 42.49821(N)    106 23 01.15120(W) AD(       ) 3
 MP0517  NAD 27      -  41 42 42.62789(N)    106 22 59.08166(W) AD(       ) 3
 MP0517  NGVD 29 (07/19/86) 2289.6    (m)         7512.     (f) VERT ANG       
 MP0517
 MP0517.Superseded values are not recommended for survey control.
 MP0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0517.See file dsdata.txt to determine how the superseded data were derived.
 MP0517
 MP0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG8489218704(NAD 83)
 MP0517_MARKER: DD = SURVEY DISK
 MP0517_SETTING: 0 = UNSPECIFIED SETTING
 MP0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0517
 MP0517  HISTORY     - Date     Condition        Report By
 MP0517  HISTORY     - 1953     MONUMENTED       USGS
 MP0517
 MP0517                          STATION DESCRIPTION
 MP0517
 MP0517'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 MP0517'STATION IS LOCATED ABOUT 3 MI. N. OF ELK MOUNTAIN, ABOUT 0.4 MI. N.
 MP0517'OF THE MEDICINE BOW RIVER, ON THE TOP OF A LONG ROCKY SPARSELY
 MP0517'TIMBERED E-W. RIDGE, IN THE NW. CORNER OF SEC. 14, T 20 N, R 80 W,
 MP0517'ABOUT 20 FT. E. OF A N-S. FENCE LINE.
 MP0517'
 MP0517'TO REACH FROM ELK MOUNTAIN POST OFFICE, GO N. ON STATE HIGHWAY 134 4.9
 MP0517'MI. TO RD. FORK, TURN RIGHT (E.) OFF OF BLACK TOP RD., GO 1.1 MI. TO
 MP0517'RD. FORK AT TURTLING, TURN RIGHT (S.) AND FOLLOW MAIN TRAVELED RD. 2.5
 MP0517'MI. IN A SE. DIRECTION, AT THIS POINT TURN RIGHT (S.) OFF OF RD. AND
 MP0517'WORK WAY 3.5 MI. TO TOP OF RIDGE AND STATION.
 MP0517'
 MP0517'STATION MARK--STANDARD TABLET, SET IN A SANDSTONE OUTCROP, STAMPED
 MP0517'---TURTLING 1953---.
 MP0517'
 MP0517'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0425 ***********************************************************************
 OV0425  DESIGNATION -  TV ET
 OV0425  PID         -  OV0425
 OV0425  STATE/COUNTY-  WY/WASHAKIE
 OV0425  USGS QUAD   -  BANJO FLATS WEST (1978)
 OV0425
 OV0425                         *CURRENT SURVEY CONTROL
 OV0425  ___________________________________________________________________
 OV0425* NAD 83(1993)-  43 56 16.26083(N)    107 55 37.34483(W)     ADJUSTED  
 OV0425* NAVD 88     -      1387.6    (meters)    4552.     (feet)  VERTCON   
 OV0425  ___________________________________________________________________
 OV0425  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 OV0425  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 OV0425
 OV0425  HORZ ORDER  -  THIRD
 OV0425
 OV0425.The horizontal coordinates were established by classical geodetic methods
 OV0425.and adjusted by the National Geodetic Survey in January 1997..
 OV0425
 OV0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0425
 OV0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0425
 OV0425.The geoid height was determined by GEOID03.
 OV0425
 OV0425;                    North         East     Units Scale Factor Converg.
 OV0425;SPC WYEC     -   482,015.552   352,334.297   MT  0.99996543   -0 24 43.1
 OV0425;UTM  13      - 4,869,135.621   265,078.393   MT  1.00027883   -2 01 55.0
 OV0425;UTM  12      - 4,869,561.518   746,633.395   MT  1.00034821   +2 07 60.0
 OV0425
 OV0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0425!SPC WYEC     -   0.99978451  x   0.99996543  =   0.99974995
 OV0425!UTM  13      -   0.99978451  x   1.00027883  =   1.00006328
 OV0425!UTM  12      -   0.99978451  x   1.00034821  =   1.00013265
 OV0425
 OV0425:                Primary Azimuth Mark                     Grid Az
 OV0425:SPC WYEC     -  PUMP ET                                  138 21 01.5
 OV0425:UTM  13      -  PUMP ET                                  139 58 13.4
 OV0425:UTM  12      -  PUMP ET                                  135 48 18.4
 OV0425
 OV0425|---------------------------------------------------------------------|
 OV0425| PID    Reference Object                     Distance      Geod. Az  |
 OV0425|                                                           dddmmss.s |
 OV0425| OV0423 PUMP ET                             APPROX.14.2 KM 1375618.4 |
 OV0425|---------------------------------------------------------------------|
 OV0425
 OV0425                          SUPERSEDED SURVEY CONTROL
 OV0425
 OV0425  NAD 83(1986)-  43 56 16.24613(N)    107 55 37.34123(W) AD(       ) 3
 OV0425  NAD 27      -  43 56 16.39890(N)    107 55 35.01082(W) AD(       ) 3
 OV0425  NGVD 29 (07/19/86) 1386.8    (m)         4550.     (f) VERT ANG       
 OV0425
 OV0425.Superseded values are not recommended for survey control.
 OV0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0425.See file dsdata.txt to determine how the superseded data were derived.
 OV0425
 OV0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ6507869136(NAD 83)
 OV0425_MARKER: DD = SURVEY DISK
 OV0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OV0425_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OV0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0425
 OV0425  HISTORY     - Date     Condition        Report By
 OV0425  HISTORY     - 1966     MONUMENTED       USGS
 OV0425
 OV0425                          STATION DESCRIPTION
 OV0425
 OV0425'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0425'LOCATED IN WASHAKIE COUNTY, WYOMING, ABOUT 5.5 MI. S. AND 1.5 MI. E.
 OV0425'OF WORLAND, ON THE HIGH POINT OF A LOW SHARP TOP.  THE TV ANTENNAS
 OV0425'FOR WORLAND ARE ON THE TOP ABOUT 0.25 MI. NE.
 OV0425'
 OV0425'TO REACH THE STATION FROM THE COURTHOUSE IN WORLAND, WYOMING, PROCEED
 OV0425'W. ALONG U.S. HIGHWAY 16 0.6 MI. TO JUNCTION OF S. PLATT SECONDARY
 OV0425'ROAD NO. 2201, GO S. ALONG SECONDARY ROAD FOR 2.4 MI. TO RD. JUNCTION
 OV0425'AND BEND W., CONTINUE S. ALONG GRADED RD. 1.0 MI. TO BEND E., TURN
 OV0425'LEFT AND FOLLOW MAIN GRADED RD. S. AND E. 2.7 MI. TO TRACK RD. E.,
 OV0425'TURN LEFT ON TRACK RD. AND GO 0.75 MI. GENERALLY E. TO THE SOUTHERN
 OV0425'AND HIGHEST TOP IN THE VICINITY AND STATION MARK.
 OV0425'
 OV0425'STATION MARK--STANDARD USGS ALUMINUM TABLET, CEMENTED IN IRON PIPE,
 OV0425'SET IN CONCRETE, STAMPED ---TV ET 1966---.
 OV0425'
 OV0425'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0446 ***********************************************************************
 MQ0446  DESIGNATION -  TWELVE MILE
 MQ0446  PID         -  MQ0446
 MQ0446  STATE/COUNTY-  WY/SWEETWATER
 MQ0446  USGS QUAD   -  TWELVEMILE WELL (1986)
 MQ0446
 MQ0446                         *CURRENT SURVEY CONTROL
 MQ0446  ___________________________________________________________________
 MQ0446* NAD 83(1993)-  41 49 08.26573(N)    108 35 45.24641(W)     ADJUSTED  
 MQ0446* NAVD 88     -      2153.61   (+/-2cm)    7065.6    (feet)  VERTCON   
 MQ0446  ___________________________________________________________________
 MQ0446  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 MQ0446  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MQ0446
 MQ0446  HORZ ORDER  -  THIRD
 MQ0446  VERT ORDER  -  THIRD ? (See Below)
 MQ0446
 MQ0446.The horizontal coordinates were established by classical geodetic methods
 MQ0446.and adjusted by the National Geodetic Survey in January 1997..
 MQ0446
 MQ0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0446.The vertical order pertains to the NGVD 29 superseded value.
 MQ0446
 MQ0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0446
 MQ0446.The geoid height was determined by GEOID03.
 MQ0446
 MQ0446;                    North         East     Units Scale Factor Converg.
 MQ0446;SPC WYWC     -   146,482.364   612,802.480   MT  0.99993952   +0 06 09.9
 MQ0446;UTM  12      - 4,632,470.224   699,671.640   MT  1.00009063   +1 36 12.7
 MQ0446
 MQ0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0446!SPC WYWC     -   0.99966457  x   0.99993952  =   0.99960411
 MQ0446!UTM  12      -   0.99966457  x   1.00009063  =   0.99975517
 MQ0446
 MQ0446:                Primary Azimuth Mark                     Grid Az
 MQ0446:SPC WYWC     -  MUD LAKE                                 022 56 27.3
 MQ0446:UTM  12      -  MUD LAKE                                 021 26 24.5
 MQ0446
 MQ0446|---------------------------------------------------------------------|
 MQ0446| PID    Reference Object                     Distance      Geod. Az  |
 MQ0446|                                                           dddmmss.s |
 MQ0446| MQ0440 MUD LAKE                            APPROX.21.5 KM 0230237.2 |
 MQ0446|---------------------------------------------------------------------|
 MQ0446
 MQ0446                          SUPERSEDED SURVEY CONTROL
 MQ0446
 MQ0446  NAD 83(1986)-  41 49 08.25405(N)    108 35 45.24340(W) AD(       ) 3
 MQ0446  NAD 27      -  41 49 08.39165(N)    108 35 42.85550(W) AD(       ) 3
 MQ0446  NGVD 29 (07/19/86) 2152.29   (m)         7061.3    (f) LEVELING    3  
 MQ0446
 MQ0446.Superseded values are not recommended for survey control.
 MQ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0446.See file dsdata.txt to determine how the superseded data were derived.
 MQ0446
 MQ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM9967232470(NAD 83)
 MQ0446
 MQ0446  HISTORY     - Date     Condition        Report By
 MQ0446  HISTORY     - UNK      MONUMENTED
 MQ0446  HISTORY     - 1958     GOOD             USGS
 MQ0446
 MQ0446                          STATION DESCRIPTION
 MQ0446
 MQ0446'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (GMB)
 MQ0446'STATION LOCATED ABOUT 19.0 AIRLINE NE. OF SUPERIOR, WYOMING AND ABOUT
 MQ0446'16.8 MI. AIRLINE NW. OF TABLE ROCK, WYOMING IN T. 21 N., R.99 W. AND
 MQ0446'1.7 MI. E. OF TWELVEMILE GULCH.  ON A SMALL TOP 1370 FT.NE. OF A DIRT
 MQ0446'RD. CROSSING AND 450 FT. E. OF A GRADED RD.
 MQ0446'
 MQ0446'STATION MARK - STANDARD TABLET SET IN TOP OF 3/4 IN. STEEL PIPE
 MQ0446'PROJECTING 0.2 FT. ABOVE GROUND. STAMPED---TWELVEMILE 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0865 ***********************************************************************
 MR0865  DESIGNATION -  TWIN
 MR0865  PID         -  MR0865
 MR0865  STATE/COUNTY-  WY/LINCOLN
 MR0865  USGS QUAD   -  NUGGET (1985)
 MR0865
 MR0865                         *CURRENT SURVEY CONTROL
 MR0865  ___________________________________________________________________
 MR0865* NAD 83(1993)-  41 50 21.32881(N)    110 51 11.09593(W)     ADJUSTED  
 MR0865* NAVD 88     -      2335.4    (meters)    7662.     (feet)  VERTCON   
 MR0865  ___________________________________________________________________
 MR0865  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 MR0865  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MR0865
 MR0865  HORZ ORDER  -  SECOND
 MR0865
 MR0865.The horizontal coordinates were established by classical geodetic methods
 MR0865.and adjusted by the National Geodetic Survey in January 1997..
 MR0865
 MR0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0865
 MR0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0865
 MR0865.The geoid height was determined by GEOID03.
 MR0865
 MR0865;                    North         East     Units Scale Factor Converg.
 MR0865;SPC WY W     -   249,011.408   736,069.252   MT  0.99998778   -0 30 48.5
 MR0865;UTM  12      - 4,631,939.908   512,197.957   MT  0.99960183   +0 05 52.8
 MR0865
 MR0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0865!SPC WY W     -   0.99963603  x   0.99998778  =   0.99962382
 MR0865!UTM  12      -   0.99963603  x   0.99960183  =   0.99923801
 MR0865
 MR0865:                Primary Azimuth Mark                     Grid Az
 MR0865:SPC WY W     -  TWIN AZ MK                               005 30 02.7
 MR0865:UTM  12      -  TWIN AZ MK                               004 53 21.4
 MR0865
 MR0865|---------------------------------------------------------------------|
 MR0865| PID    Reference Object                     Distance      Geod. Az  |
 MR0865|                                                           dddmmss.s |
 MR0865| CP5956 TWIN AZ MK                                         0045914.2 |
 MR0865| CP5957 TWIN RM 1                             7.641 METERS 13756     |
 MR0865| CP5958 TWIN RM 2                             8.885 METERS 25633     |
 MR0865|---------------------------------------------------------------------|
 MR0865
 MR0865                          SUPERSEDED SURVEY CONTROL
 MR0865
 MR0865  NAD 83(1986)-  41 50 21.31760(N)    110 51 11.09200(W) AD(       ) 2
 MR0865  NAD 27      -  41 50 21.50910(N)    110 51 08.43100(W) AD(       ) 2
 MR0865  NGVD 29 (07/19/86) 2334.1    (m)         7658.     (f) VERT ANG       
 MR0865
 MR0865.Superseded values are not recommended for survey control.
 MR0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0865.See file dsdata.txt to determine how the superseded data were derived.
 MR0865
 MR0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM1219831940(NAD 83)
 MR0865_MARKER: DD = SURVEY DISK
 MR0865_SETTING: 0 = UNSPECIFIED SETTING
 MR0865
 MR0865  HISTORY     - Date     Condition        Report By
 MR0865  HISTORY     - 1952     MONUMENTED       USGS
 MR0865  HISTORY     - 1962     GOOD             USGS
 MR0865  HISTORY     - 1983     GOOD             LOCENG
 MR0865
 MR0865                          STATION DESCRIPTION
 MR0865
 MR0865'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 MR0865'STATION IS ON THE SOUTHEAST END AND HIGHEST POINT OF A BARE HILL
 MR0865'THAT BREAKS OFF SHARPLY TO THE SOUTH AND EAST.  IT IS ABOUT 17
 MR0865'MILES WEST-NORTHWEST OF KEMMERER, 7 MILES EAST-NORTHEAST OF THE
 MR0865'JUNCTION OF U.S. HIGHWAY 30N AND STATE HIGHWAY 89 AND 1 MILE
 MR0865'NORTH OF U.S. HIGHWAY 30N.
 MR0865'
 MR0865'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 30N AND 189 IN
 MR0865'KEMMERER GO WEST ON U.S. HIGHWAY 30N FOR 10.75 MILES TO A RAILROAD
 MR0865'OVERPASS.  CONTINUE WEST ON THE HIGHWAY FOR 3.0 MILES TO THE GAS
 MR0865'COMPRESSOR STATION NO. 7 ON THE RIGHT.  CONTINUE WESTERLY ON THE
 MR0865'HIGHWAY FOR 2.35 MILES TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND
 MR0865'GO NORTH ON THE GRAVELED ROAD FOR 0.55 MILE TO A CATTLE GUARD.
 MR0865'PASS OVER THE CATTLE GUARD AND CONTINUE NORTH ON THE MAIN ROAD
 MR0865'FOR 0.5 MILE TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO
 MR0865'UP HILL ON THE GRAVELED ROAD FOR 1.8 MILES TO THE END OF THE
 MR0865'GRAVELED ROAD AT A CONCRETE BLOCK BUILDING.  PASS TO THE LEFT OF
 MR0865'THE BUILDING AND GO ABOUT 50 YARDS TO A DIM TRACK ROAD
 MR0865'LEADING SOUTH.  TURN SOUTH AND FOLLOW THE TRACK ROAD FOR
 MR0865'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MR0865'SOUTHERLY ON THE TRACK ROAD FOR 0.25 MILE TO A PIPELINE.
 MR0865'CONTINUE SOUTHERLY ON THE DIM TRACK ROAD FOR 0.2 MILE TO
 MR0865'THE HIGHEST POINT OF THE HILL AND THE STATION.
 MR0865'
 MR0865'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 MR0865'VA 7657 TWIN 1952, BRAZED TO THE TOP OF A 3 INCH IRON PIPE
 MR0865'PROJECTING 3 INCHES.  IT IS 4.8 FEET SOUTH-SOUTHEAST OF A
 MR0865'WITNESS POST AND ON THE HIGHEST POINT OF THE HILL.
 MR0865'
 MR0865'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TWIN USGS NO 1
 MR0865'1962, CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 FOOT BY 3 FOOT
 MR0865'ROCK OUTCROP PROJECTING 2 INCHES.  IT IS 29.5 FEET SOUTHEAST OF
 MR0865'THE WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION.
 MR0865'
 MR0865'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TWIN USGS NO 2 1962,
 MR0865'CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 4 FOOT ROCK OUTCROP
 MR0865'PROJECTING 2 INCHES TO THE SOUTH AND FLUSH TO THE NORTH.  IT
 MR0865'IS 29.3 FEET WEST-SOUTHWEST OF THE WITNESS POST AND ABOUT 1 FOOT
 MR0865'LOWER THAN THE STATION.
 MR0865'
 MR0865'AZIMUTH MARK IS A STANDARD DISK, STAMPED TWIN USGS 1962,
 MR0865'CEMENTED IN A DRILL HOLE IN A 3 FOOT BY 6 FOOT ROCK OUTCROP
 MR0865'PROJECTING 1 INCH.  IT IS 5.2 FEET EAST OF A WITNESS POST AND
 MR0865'33 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD.
 MR0865
 MR0865                          STATION RECOVERY (1983)
 MR0865
 MR0865'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (JM)
 MR0865'TWIN RECOVERED EXCELLENT CONDITION.  DID NOT LOOK
 MR0865'FOR R.M.S LOCATED APPROX 1/2 MILE SOUTH OF M/W TOWERS STATION ON
 MR0865'SOUTHERN MOST POINT ON RIDGE OVERLOOKING HWY. NO. 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0174 ***********************************************************************
 NS0174  DESIGNATION -  TWIN
 NS0174  PID         -  NS0174
 NS0174  STATE/COUNTY-  WY/FREMONT
 NS0174  USGS QUAD   -  SCHOETTLIN MOUNTAIN (1958)
 NS0174
 NS0174                         *CURRENT SURVEY CONTROL
 NS0174  ___________________________________________________________________
 NS0174* NAD 83(1993)-  42 36 11.64582(N)    108 27 43.48626(W)     ADJUSTED  
 NS0174* NAVD 88     -      2269.9    (meters)    7447.     (feet)  VERTCON   
 NS0174  ___________________________________________________________________
 NS0174  LAPLACE CORR-          -6.84  (seconds)                    DEFLEC99
 NS0174  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 NS0174
 NS0174  HORZ ORDER  -  THIRD
 NS0174
 NS0174.The horizontal coordinates were established by classical geodetic methods
 NS0174.and adjusted by the National Geodetic Survey in January 1997..
 NS0174
 NS0174.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0174
 NS0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0174
 NS0174.The geoid height was determined by GEOID03.
 NS0174
 NS0174;                    North         East     Units Scale Factor Converg.
 NS0174;SPC WYWC     -   233,620.535   623,626.340   MT  0.99994437   +0 11 41.6
 NS0174;UTM  12      - 4,719,878.564   708,193.539   MT  1.00013330   +1 43 06.9
 NS0174
 NS0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0174!SPC WYWC     -   0.99964607  x   0.99994437  =   0.99959046
 NS0174!UTM  12      -   0.99964607  x   1.00013330  =   0.99977932
 NS0174
 NS0174:                Primary Azimuth Mark                     Grid Az
 NS0174:SPC WYWC     -  HOUR                                     125 26 52.4
 NS0174:UTM  12      -  HOUR                                     123 55 27.1
 NS0174
 NS0174|---------------------------------------------------------------------|
 NS0174| PID    Reference Object                     Distance      Geod. Az  |
 NS0174|                                                           dddmmss.s |
 NS0174| NS0173 HOUR                                APPROX. 9.2 KM 1253834.0 |
 NS0174|---------------------------------------------------------------------|
 NS0174
 NS0174                          SUPERSEDED SURVEY CONTROL
 NS0174
 NS0174  NAD 83(1986)-  42 36 11.63049(N)    108 27 43.48769(W) AD(       ) 3
 NS0174  NAD 27      -  42 36 11.78212(N)    108 27 41.10673(W) AD(       ) 3
 NS0174  NGVD 29 (07/19/86) 2268.8    (m)         7444.     (f) VERT ANG       
 NS0174
 NS0174.Superseded values are not recommended for survey control.
 NS0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0174.See file dsdata.txt to determine how the superseded data were derived.
 NS0174
 NS0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0819419879(NAD 83)
 NS0174_MARKER: DD = SURVEY DISK
 NS0174_SETTING: 66 = SET IN ROCK OUTCROP
 NS0174_SP_SET: SET IN A ROCK LEDGE
 NS0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0174+STABILITY: POSITION/ELEVATION WELL
 NS0174
 NS0174  HISTORY     - Date     Condition        Report By
 NS0174  HISTORY     - 1950     MONUMENTED       USGS
 NS0174
 NS0174                          STATION DESCRIPTION
 NS0174
 NS0174'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0174'STATION IS LOCATED ABOUT 16 MI. S. AND 14 MI. E. OF LANDER, WYOMING ON
 NS0174'THE HIGHEST POINT OF SHEEP MOUNTAIN AND ON THE E. END.
 NS0174'
 NS0174'TO REACH FROM THE P.O. IN LANDER,WYOMING,PROCEED ALONG U.S.HIGHWAY 287
 NS0174'FOR 17.7 MI. TO RD. UP TWIN CREEK, THENCE RIGHT ALONG DIRT RD. 4.3 MI.
 NS0174'TO FORKS, THENCE RIGHT CONTINUING UP TWIN CREEK 3.8 MI. TO FORKS,
 NS0174'THENCE LEFT ALONG ---DOZED--- RD. UP DRAIN 1.8 MI. THROUGH OLD RANCH
 NS0174'TO DIM FORKS, THENCE LEFT ALONG DIM TRAIL RD. 0.9 MI. TO SMALL RIDGE,
 NS0174'THENCE LEFT ACROSS COUNTRY NW. 1.4 MI. TO END OF TRUCK TRAVEL.
 NS0174'STATION LIES WESTERLY 1500 FT., ABOUT A 20 MINUTE HIKE TO HIGHEST
 NS0174'POINT.
 NS0174'
 NS0174'STATION MARK - STANDARD TABLET SET FLUSH IN LEDGE ROCK AND STAMPED
 NS0174'---TWIN 1950---.
 NS0174'
 NS0174'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET SET FLUSH IN LEDGE
 NS0174'ROCK AND STAMPED ---TWIN NO.1, 1950--- DISTANCE 30.65 FT.,
 NS0174'S 66 DEG 43 MIN W, FROM STATION.
 NS0174'
 NS0174'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET SET FLUSH IN LEDGE
 NS0174'ROCK AND STAMPED ---TWIN NO.2, 1950--- DISTANCE 23.75 FT.,
 NS0174'N 08 DEG 42 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1265 ***********************************************************************
 PY1265  DESIGNATION -  TWIN
 PY1265  PID         -  PY1265
 PY1265  STATE/COUNTY-  WY/TETON
 PY1265  USGS QUAD   -  BUFFALO MEADOWS (1986)
 PY1265
 PY1265                         *CURRENT SURVEY CONTROL
 PY1265  ___________________________________________________________________
 PY1265* NAD 83(1993)-  44 32 08.52101(N)    110 52 52.96601(W)     ADJUSTED  
 PY1265* NAVD 88     -      2416.4    (meters)    7928.     (feet)  VERTCON   
 PY1265  ___________________________________________________________________
 PY1265  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 PY1265  GEOID HEIGHT-          -8.93  (meters)                     GEOID03
 PY1265
 PY1265  HORZ ORDER  -  THIRD
 PY1265
 PY1265.The horizontal coordinates were established by classical geodetic methods
 PY1265.and adjusted by the National Geodetic Survey in January 1997..
 PY1265
 PY1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1265
 PY1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1265
 PY1265.The geoid height was determined by GEOID03.
 PY1265
 PY1265;                    North         East     Units Scale Factor Converg.
 PY1265;SPC WY W     -   548,581.068   736,574.411   MT  0.99998695   -0 33 35.0
 PY1265;UTM  12      - 4,931,381.534   509,424.311   MT  0.99960109   +0 04 59.5
 PY1265
 PY1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1265!SPC WY W     -   0.99962266  x   0.99998695  =   0.99960961
 PY1265!UTM  12      -   0.99962266  x   0.99960109  =   0.99922390
 PY1265
 PY1265:                Primary Azimuth Mark                     Grid Az
 PY1265:SPC WY W     -  MIDWAY                                   105 23 32.6
 PY1265:UTM  12      -  MIDWAY                                   104 44 58.1
 PY1265
 PY1265|---------------------------------------------------------------------|
 PY1265| PID    Reference Object                     Distance      Geod. Az  |
 PY1265|                                                           dddmmss.s |
 PY1265| PY1264 MIDWAY                              APPROX. 3.6 KM 1044957.6 |
 PY1265|---------------------------------------------------------------------|
 PY1265
 PY1265                          SUPERSEDED SURVEY CONTROL
 PY1265
 PY1265  NAD 83(1993)-  44 32 08.52063(N)    110 52 52.96657(W) AD(       ) 3
 PY1265  NAD 83(1986)-  44 32 08.51600(N)    110 52 52.95753(W) AD(       ) 3
 PY1265  NAD 27      -  44 32 08.75238(N)    110 52 50.20703(W) AD(       ) 3
 PY1265  NGVD 29 (07/19/86) 2415.1    (m)         7924.     (f) VERT ANG       
 PY1265
 PY1265.Superseded values are not recommended for survey control.
 PY1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1265.See file dsdata.txt to determine how the superseded data were derived.
 PY1265
 PY1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ0942431382(NAD 83)
 PY1265_MARKER: DD = SURVEY DISK
 PY1265_SETTING: 0 = UNSPECIFIED SETTING
 PY1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PY1265
 PY1265  HISTORY     - Date     Condition        Report By
 PY1265  HISTORY     - 1955     MONUMENTED       USGS
 PY1265
 PY1265                          STATION DESCRIPTION
 PY1265
 PY1265'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1265'STATION IS LOCATED ABOUT 7.5 MI. (AIRLINE) SSW. OF MADISON JUNCTION,
 PY1265'YELLOWSTONE PARK, WYOMING, AND ABOUT 5.7 MI. (AIRLINE) NNW. OF OLD
 PY1265'FAITHFUL, ON HIGHEST POINT OF S. BUTTE OF TWIN BUTTES.
 PY1265'
 PY1265'TO REACH STATION FROM MADISON JUNCTION, GO S. ON OLD FAITHFUL ROAD
 PY1265'5.3 MI. TO JUNCTION OF FOUNTAIN FREIGHT ROAD, TAKE FREIGHT ROAD 2.1
 PY1265'MI. TO GRAVEL RD. TO W., TAKE GRAVEL RD. 1.7 MI. TO CAMPGROUND AND
 PY1265'END OF TRUCK TRAVEL, FROM THIS POINT PACK ABOUT 0.5 MI. ON BISCUIT
 PY1265'BASIN TRAIL, THENCE ABOUT 0.5 MI. W. UP DRAIN ON RIGHT AND THEN UP
 PY1265'S. BUTTE OF THE TWO BUTTES TO TOP AND E. EDGE AND STATION.  A 45
 PY1265'MINUTE PACK REQUIRED.
 PY1265'
 PY1265'STATION MARK--STANDARD TABLET, SET IN PIPE PROJECTING 0.4 FT. ABOVE
 PY1265'GROUND, AND STAMPED ---TWIN 1955---.
 PY1265'
 PY1265'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1224 ***********************************************************************
 MO1224  DESIGNATION -  TWIN
 MO1224  PID         -  MO1224
 MO1224  STATE/COUNTY-  WY/LARAMIE
 MO1224  USGS QUAD   -  BUFORD (1987)
 MO1224
 MO1224                         *CURRENT SURVEY CONTROL
 MO1224  ___________________________________________________________________
 MO1224* NAD 83(1993)-  41 02 53.62637(N)    105 16 04.56878(W)     ADJUSTED  
 MO1224* NAVD 88     -      2483.9    (meters)    8149.     (feet)  VERTCON   
 MO1224  ___________________________________________________________________
 MO1224  LAPLACE CORR-         -14.37  (seconds)                    DEFLEC99
 MO1224  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 MO1224
 MO1224  HORZ ORDER  -  FIRST
 MO1224
 MO1224.The horizontal coordinates were established by classical geodetic methods
 MO1224.and adjusted by the National Geodetic Survey in January 1997..
 MO1224
 MO1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1224
 MO1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1224
 MO1224.The geoid height was determined by GEOID03.
 MO1224
 MO1224;                    North         East     Units Scale Factor Converg.
 MO1224;SPC WY E     -    60,881.778   191,486.450   MT  0.99993839   -0 03 59.4
 MO1224;SPC CO N     -   495,244.288   933,913.382   MT  1.00005373   +0 08 59.8
 MO1224;SPC CO N     - 1,624,813.97  3,064,014.15   sFT  1.00005373   +0 08 59.8
 MO1224;UTM  13      - 4,544,145.596   477,482.614   MT  0.99960624   -0 10 33.4
 MO1224
 MO1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1224!SPC WY E     -   0.99961259  x   0.99993839  =   0.99955100
 MO1224!SPC CO N     -   0.99961259  x   1.00005373  =   0.99966630
 MO1224!UTM  13      -   0.99961259  x   0.99960624  =   0.99921898
 MO1224
 MO1224:                Primary Azimuth Mark                     Grid Az
 MO1224:SPC WY E     -  SAN FRAN NEW YORK AWY BCN 38             006 03 15.7
 MO1224:SPC CO N     -  SAN FRAN NEW YORK AWY BCN 38             005 50 16.5
 MO1224:UTM  13      -  SAN FRAN NEW YORK AWY BCN 38             006 09 49.7
 MO1224
 MO1224|---------------------------------------------------------------------|
 MO1224| PID    Reference Object                     Distance      Geod. Az  |
 MO1224|                                                           dddmmss.s |
 MO1224| MO1218 SAN FRAN NEW YORK AWY BCN 38        APPROX.19.9 KM 0055916.3 |
 MO1224| CQ4287 TWIN RM 2                             5.402 METERS 05346     |
 MO1224| MO1076 FORT D A RUSSELL WATER TANK         APPROX.35.5 KM 0700335.0 |
 MO1224| MO1212 OTTO UNION PACIFIC RR CO TANK       APPROX.16.9 KM 0733628.8 |
 MO1224| MO1082 CHEYENNE STATE CAPITOL DOME         APPROX.39.0 KM 0743904.3 |
 MO1224| MO1229 PORTLAND KANSAS CITY AWY BCN 9      APPROX.17.5 KM 2711837.6 |
 MO1224| MO1223 EAST TWIN                             2.669 METERS 27613     |
 MO1224| MO1233 AMES MONUMENT                       APPROX.14.3 KM 3100616.0 |
 MO1224| CQ4285 TWIN AZ MK                                         3193042.4 |
 MO1224| CQ4286 TWIN RM 1                             3.495 METERS 33957     |
 MO1224|---------------------------------------------------------------------|
 MO1224
 MO1224                          SUPERSEDED SURVEY CONTROL
 MO1224
 MO1224  NAD 83(1993)-  41 02 53.61385(N)    105 16 04.56795(W) AD(       ) 1
 MO1224  NAD 83(1986)-  41 02 53.61316(N)    105 16 04.56745(W) AD(       ) 1
 MO1224  NAD 27      -  41 02 53.67000(N)    105 16 02.63000(W) AD(       ) 1
 MO1224  NGVD 29 (07/19/86) 2482.8    (m)         8146.     (f) VERT ANG       
 MO1224
 MO1224.Superseded values are not recommended for survey control.
 MO1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1224.See file dsdata.txt to determine how the superseded data were derived.
 MO1224
 MO1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7748344146(NAD 83)
 MO1224_MARKER: DS = TRIANGULATION STATION DISK
 MO1224_SETTING: 66 = SET IN ROCK OUTCROP
 MO1224_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 MO1224
 MO1224  HISTORY     - Date     Condition        Report By
 MO1224  HISTORY     - 1912     MONUMENTED       CGS
 MO1224  HISTORY     - 1947     GOOD             USGS
 MO1224  HISTORY     - 1948     GOOD             CGS
 MO1224  HISTORY     - 1959     GOOD             CGS
 MO1224
 MO1224                          STATION DESCRIPTION
 MO1224
 MO1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 MO1224'ON THE HIGHEST POINT OF THE MORE EASTERN ONE OF THE TWO PEAKS
 MO1224'KNOWN AS TWIN MOUNTAIN, ABOUT 20 MILES A LITTLE SOUTH OF
 MO1224'WEST FROM CHEYENNE AND 7 MILES BY ROAD SOUTHWEST OF GRANITE
 MO1224'CANYON, A STATION ON THE UNION PACIFIC RAILROAD.
 MO1224'A REFERENCE MARK
 MO1224'IS 0.15 METER ABOVE THE STATION AND 3.494
 MO1224'METERS (11.46 FEET) DISTANT.  THE
 MO1224'BRONZE TABLET MARKING THE UNITED STATES GEOLOGICAL SURVEY
 MO1224'TRIANGULATION STATION EAST TWIN IS 0.16 METER ABOVE THE
 MO1224'STATION AND 2.674 METERS (8.77 FEET) DISTANT.
 MO1224'AZIMUTH OBSERVATIONS WERE MADE AT THIS
 MO1224'STATION.
 MO1224
 MO1224                          STATION RECOVERY (1947)
 MO1224
 MO1224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (MAH)
 MO1224'STATION MARK--STANDARD USC AND GS DISK, SET IN DRILL HOLE IN
 MO1224'OUTCROPPING BEDROCK, STAMPED ---TWIN 1912---.
 MO1224
 MO1224                          STATION RECOVERY (1948)
 MO1224
 MO1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO1224'STATION RECOVERED AND ALL MARKS WERE FOUND IN FAIR CONDITION
 MO1224'AND AS DESCRIBED WITH THE EXCEPTION OF DISTANCE TO THE U.S.
 MO1224'GEOLOGICAL SURVEY BENCH MARK.  CORRECT DISTANCE GIVEN BELOW.
 MO1224'A REFERENCE MARK NO. 2 AND AN AZIMUTH MARK WERE ESTABLISHED.
 MO1224'
 MO1224'THE STATION IS LOCATED ABOUT 20 MILES AIR LINE WEST OF CHEYENNE
 MO1224'ON THE MOST EASTERN ONE OF TWO TIMBERED PEAKS KNOWN LOCALLY
 MO1224'AS TWIN MOUNTAIN.  THE STATION MARK,
 MO1224'SET FLUSH, 25 FEET SOUTHWEST AND 4 FEET LOWER THAN THE HIGHEST
 MO1224'POINT OF PEAK.  IT IS STAMPED, TWIN 1912.
 MO1224'
 MO1224'REFERENCE MARK NO. 1, PROJECTS 6
 MO1224'INCHES, IS 1 FOOT HIGHER THAN THE STATION MARK AND IS STAMPED,
 MO1224'TWIN NO 1 1912.
 MO1224'
 MO1224'REFERENCE MARK NO. 2, SET FLUSH 2
 MO1224'FEET LOWER THAN THE STATION MARK AND IS STAMPED, TWIN NO 2
 MO1224'1948.
 MO1224'
 MO1224'REFERENCE MARK NO. 3 IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 MO1224'SET FLUSH IN BEDROCK 1 FOOT HIGHER THAN THE STATION MARK.
 MO1224'IT IS STAMPED, 8145.
 MO1224'
 MO1224'THE AZIMUTH MARK, PROJECTS 6 INCHES,
 MO1224'IS SET 50 FEET EAST OF A WASH, 20 FEET EAST OF ROAD AND 7 FEET
 MO1224'SOUTH OF A WHITE WITNESS POST.  IT IS STAMPED, TWIN 1948.
 MO1224'
 MO1224'TO REACH THE STATION FROM LARAMIE, GO EAST ON U.S. HIGHWAY
 MO1224'30, 11.3 MILES TO THE SUMMIT TAVERN ON LEFT.  CONTINUE 15.9
 MO1224'MILES TO AN UNDERPASS.  CONTINUE 0.65 MILE TO A ROAD RIGHT
 MO1224'AT SIGN, REMOUNT RANCH.  TURN RIGHT, GO 0.6 MILE TO A ROAD
 MO1224'RIGHT JUST AFTER CROSSING A BRIDGE.  TURN RIGHT, GO 1.25
 MO1224'MILE TO A ROAD RIGHT, AT A SIGN REMOUNT RANCH, CONTINUE
 MO1224'STRAIGHT AHEAD 2.5 MILES TO A CATTLE GUARD.  CONTINUE 0.8 MILE
 MO1224'TO A ROAD LEFT.  TURN LEFT, PASS THROUGH GATE, GO 1.1 MILE
 MO1224'TO AZIMUTH MARK ON LEFT JUST AFTER CROSSING A WASH.  CONTINUE
 MO1224'0.1 MILE TO A ROAD SHARP RIGHT.  TURN RIGHT, GO 0.05 MILE TO
 MO1224'A GATE.  PASS THROUGH GATE, GO 0.95 MILE TO A STOCK TRAIL.
 MO1224'TURN LEFT, FOLLOW TRAIL 0.6 MILE TO THE WEST BASE OF PEAK
 MO1224'AND END OF TRUCK TRAVEL.  FROM HERE WALK EAST TO HIGHEST
 MO1224'POINT OF PEAK AND STATION.  A 20 MINUTE PACK.
 MO1224'
 MO1224'A LEVEL AND TRAVERSE CONNECTION WAS MADE TO THE U.S.G.S. B.M.
 MO1224'(R.M. 3), LISTED AS EAST TWIN (USGS) 1912.
 MO1224
 MO1224                          STATION RECOVERY (1959)
 MO1224
 MO1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1224'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MO1224'FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 MO1224'
 MO1224'THE STATION IS LOCATED, AIRLINE, ABOUT 23 MILES WEST-SOUTHWEST
 MO1224'OF CHEYENNE AND ABOUT 7-1/2 MILES SOUTHWEST OF GRANITE CANON,
 MO1224'ON THE EASTERN MOST ONE OF TWO PEAKS, LOCALLY KNOWN AS TWIN
 MO1224'MOUNTAIN.
 MO1224'
 MO1224'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN CHEYENNE,
 MO1224'GO SOUTHEAST ON CAPITOL AVENUE FOR 8 BLOCKS.  TURN RIGHT
 MO1224'ONTO U.S. HIGHWAY 30 AND GO WEST FOR 18.9 MILES TO GRANITE
 MO1224'CANON.  CONTINUE WEST ON THE HIGHWAY FOR 3.6 MILES.  TURN
 MO1224'LEFT OFF THE HIGHWAY AND GO SOUTH ON THE SIDE ROAD FOR 1.0
 MO1224'MILE.  TAKE THE LEFT FORK AND GO SOUTHWESTERLY FOR 2.6 MILES
 MO1224'TO A CATTLE GUARD.  CONTINUE SOUTHERLY FOR 0.8 MILE TO A
 MO1224'WIRE GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE
 MO1224'AND GO EAST ON A FAINT TRACK ROAD FOR 1.0 MILE TO A WITNESS
 MO1224'POST AND THE AZIMUTH MARK, JUST AFTER CROSSING A SMALL
 MO1224'RAVINE.  CONTINUE EASTERLY FOR 0.1 MILE TO A TRACK ROAD, THEN
 MO1224'TURN SHARP RIGHT ONTO THE ROAD AND GO WESTERLY FOR 0.05
 MO1224'MILE TO A WIRE GATE.  TURN LEFT, PASS THROUGH THE GATE
 MO1224'AND FOLLOW A TRACK ROAD SOUTHEASTERLY FOR 0.9 MILE TO A
 MO1224'STOCK TRAIL WHICH RUNS NORTHEAST.  TURN LEFT AND FOLLOW THE
 MO1224'STOCK TRAIL NORTHEASTERLY FOR 0.6 MILE TO THE BASE OF THE STATION
 MO1224'HILL AND THE END OF TRUCK TRAVEL.  PACK EAST FOR 20 MINUTES TO
 MO1224'THE HIGHEST PART OF THE HILL AND THE STATION.
 MO1224'
 MO1224'THE STATION IS A STANDARD DISK STAMPED TWIN 1912 SET IN A
 MO1224'DRILL HOLE IN OUTCROPPING BEDROCK SET FLUSH WITH THE
 MO1224'SURROUNDING SURFACE.  IT IS 25 FEET SOUTHWEST AND 4 FEET
 MO1224'LOWER THAN THE HIGHEST POINT.
 MO1224'
 MO1224'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TWIN
 MO1224'NO 1 1912 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 MO1224'FLUSH WITH THE SURROUNDING SURFACE AND IS 1 FOOT HIGHER THAN
 MO1224'THE STATION.
 MO1224'
 MO1224'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED TWIN
 MO1224'NO 2 1948 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 MO1224'IS FLUSH WITH THE SURROUNDING SURFACE AND 3 FEET LOWER THAN
 MO1224'THE STATION.
 MO1224'
 MO1224'USGS BM, STAMPED 8145 IS A STANDARD DISK SET IN A DRILL HOLE
 MO1224'IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURROUNDING
 MO1224'SURFACE AND ABOUT THE SAME ELEVATION.
 MO1224'
 MO1224'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TWIN 1948 SET
 MO1224'IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 4
 MO1224'INCHES ABOVE THE GROUND.  IT IS 28 FEET EAST OF THE CENTER
 MO1224'OF A TRACK ROAD AND 2 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1219 ***********************************************************************
 MO1219  DESIGNATION -  TWIN LAKE
 MO1219  PID         -  MO1219
 MO1219  STATE/COUNTY-  WY/LARAMIE
 MO1219  USGS QUAD   -  HECLA (1978)
 MO1219
 MO1219                         *CURRENT SURVEY CONTROL
 MO1219  ___________________________________________________________________
 MO1219* NAD 83(1993)-  41 09 10.02601(N)    105 13 17.57000(W)     ADJUSTED  
 MO1219* NAVD 88     -      2298.4    (meters)    7541.     (feet)  VERTCON   
 MO1219  ___________________________________________________________________
 MO1219  LAPLACE CORR-         -17.70  (seconds)                    DEFLEC99
 MO1219  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 MO1219
 MO1219  HORZ ORDER  -  THIRD
 MO1219
 MO1219.The horizontal coordinates were established by classical geodetic methods
 MO1219.and adjusted by the National Geodetic Survey in January 1997..
 MO1219
 MO1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1219
 MO1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1219
 MO1219.The geoid height was determined by GEOID03.
 MO1219
 MO1219;                    North         East     Units Scale Factor Converg.
 MO1219;SPC WY E     -    72,489.058   195,393.581   MT  0.99993776   -0 02 10.0
 MO1219;UTM  13      - 4,555,741.523   481,410.625   MT  0.99960425   -0 08 44.9
 MO1219
 MO1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1219!SPC WY E     -   0.99964170  x   0.99993776  =   0.99957949
 MO1219!UTM  13      -   0.99964170  x   0.99960425  =   0.99924609
 MO1219
 MO1219:                Primary Azimuth Mark                     Grid Az
 MO1219:SPC WY E     -  SAN FRAN NEW YORK AWY BCN 38             347 29 07.2
 MO1219:UTM  13      -  SAN FRAN NEW YORK AWY BCN 38             347 35 42.1
 MO1219
 MO1219|---------------------------------------------------------------------|
 MO1219| PID    Reference Object                     Distance      Geod. Az  |
 MO1219|                                                           dddmmss.s |
 MO1219| MO1218 SAN FRAN NEW YORK AWY BCN 38        APPROX. 8.4 KM 3472657.2 |
 MO1219|---------------------------------------------------------------------|
 MO1219
 MO1219                          SUPERSEDED SURVEY CONTROL
 MO1219
 MO1219  NAD 83(1986)-  41 09 10.01170(N)    105 13 17.56866(W) AD(       ) 3
 MO1219  NAD 27      -  41 09 10.07773(N)    105 13 15.63996(W) AD(       ) 3
 MO1219  NGVD 29 (07/19/86) 2297.3    (m)         7537.     (f) VERT ANG       
 MO1219
 MO1219.Superseded values are not recommended for survey control.
 MO1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1219.See file dsdata.txt to determine how the superseded data were derived.
 MO1219
 MO1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF8141155742(NAD 83)
 MO1219_MARKER: DD = SURVEY DISK
 MO1219_SETTING: 66 = SET IN ROCK OUTCROP
 MO1219_SP_SET: SET IN ROCK OUTCROP
 MO1219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1219+STABILITY: POSITION/ELEVATION WELL
 MO1219
 MO1219  HISTORY     - Date     Condition        Report By
 MO1219  HISTORY     - 1947     MONUMENTED       USGS
 MO1219  HISTORY     - 1961     GOOD             USGS
 MO1219
 MO1219                          STATION DESCRIPTION
 MO1219
 MO1219'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1219'STATION IS LOCATED IN SEC. 27, T 14 N, R 70 W, ABOUT 5.0 MI. NE. OF
 MO1219'BUFORD, 1.5 MI. S. OF CHEYENNE RESERVOIR, ON TOP OF A LARGE CONICAL
 MO1219'HILL.
 MO1219'
 MO1219'TO REACH FROM LARAMIE POST OFFICE, GO E. 22.8 MI. ON U.S. HIGHWAY 30
 MO1219'TO BUFORD, TURN LEFT OFF HIGHWAY ON GRAVEL RD. AND GO N. 2.6 MI. TO A
 MO1219'Y-RD. JUNCTION, TAKE RIGHT FORK AND GO 0.3 MI. TO CROSSROADS AT A
 MO1219'CATTLEGUARD, CONTINUE STRAIGHT AHEAD 2.3 MI. AND LEAVE RD., TURN LEFT
 MO1219'AND GO ACROSS COUNTRY 0.2 MI. TO W. SIDE OF HILL AND END OF TRUCK
 MO1219'TRAVEL.  ABOUT A 5 MINUTE WALK TO TOP OF HILL AND STATION.
 MO1219
 MO1219                          STATION RECOVERY (1961)
 MO1219
 MO1219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JBF)
 MO1219'RECOVERED, FOUND CONDITION OF STATION MARK AS FOLLOWS
 MO1219'
 MO1219'THE TABLET HAD BEEN REMOVED FROM THE BOULDER AND THE BOULDER WAS
 MO1219'BROKEN.  PART OF THE BOULDER WAS IN PLACE, THEREFORE THE PORTION OF
 MO1219'THE DRILL HOLE IN IT WAS USED.  THE REFERENCE MARKS WERE FOUND AS
 MO1219'DESCRIBED.
 MO1219'
 MO1219'STATION MARK--ORIGINALLY A STANDARD TABLET, SET IN A ROCK EXTENDING
 MO1219'1.0 FT. ABOVE GROUND, STAMPED ---TWIN LAKE 1947---.
 MO1219'
 MO1219'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---TWIN LAKE
 MO1219'NO. 1---, SET IN ROCK OUTCROP, 22.90 FT. SW. OF STATION.
 MO1219'
 MO1219'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---TWIN LAKE
 MO1219'NO. 2---, SET IN ROCK OUTCROP, 17.30 FT. E. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0450 ***********************************************************************
 OW0450  DESIGNATION -  TWIN LAKES
 OW0450  PID         -  OW0450
 OW0450  STATE/COUNTY-  WY/FREMONT
 OW0450  USGS QUAD   -  PARADISE BASIN (1993)
 OW0450
 OW0450                         *CURRENT SURVEY CONTROL
 OW0450  ___________________________________________________________________
 OW0450* NAD 83(1993)-  43 01 02.81722(N)    109 15 09.33088(W)     ADJUSTED  
 OW0450* NAVD 88     -      3383.1    (meters)   11099.     (feet)  VERTCON   
 OW0450  ___________________________________________________________________
 OW0450  LAPLACE CORR-         -16.16  (seconds)                    DEFLEC99
 OW0450  GEOID HEIGHT-          -8.50  (meters)                     GEOID03
 OW0450
 OW0450  HORZ ORDER  -  THIRD
 OW0450
 OW0450.The horizontal coordinates were established by classical geodetic methods
 OW0450.and adjusted by the National Geodetic Survey in January 1997..
 OW0450
 OW0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0450
 OW0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0450
 OW0450.The geoid height was determined by GEOID03.
 OW0450
 OW0450;                    North         East     Units Scale Factor Converg.
 OW0450;SPC WYWC     -   279,714.727   559,032.291   MT  0.99995814   -0 20 34.4
 OW0450;UTM  12      - 4,764,234.052   642,389.608   MT  0.99984942   +1 11 32.3
 OW0450
 OW0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0450!SPC WYWC     -   0.99947106  x   0.99995814  =   0.99942922
 OW0450!UTM  12      -   0.99947106  x   0.99984942  =   0.99932056
 OW0450
 OW0450:                Primary Azimuth Mark                     Grid Az
 OW0450:SPC WYWC     -  LAWRENCE                                 025 08 34.0
 OW0450:UTM  12      -  LAWRENCE                                 023 36 27.3
 OW0450
 OW0450|---------------------------------------------------------------------|
 OW0450| PID    Reference Object                     Distance      Geod. Az  |
 OW0450|                                                           dddmmss.s |
 OW0450| OW0331 LAWRENCE                            APPROX. 6.6 KM 0244759.6 |
 OW0450|---------------------------------------------------------------------|
 OW0450
 OW0450                          SUPERSEDED SURVEY CONTROL
 OW0450
 OW0450  NAD 83(1986)-  43 01 02.79606(N)    109 15 09.33491(W) AD(       ) 3
 OW0450  NGVD 29 (11/06/89) 3381.7    (m)        11095.     (f) VERT ANG       
 OW0450
 OW0450.Superseded values are not recommended for survey control.
 OW0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0450.See file dsdata.txt to determine how the superseded data were derived.
 OW0450
 OW0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN4239064234(NAD 83)
 OW0450_MARKER: DD = SURVEY DISK
 OW0450_SETTING: 0 = UNSPECIFIED SETTING
 OW0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0450
 OW0450  HISTORY     - Date     Condition        Report By
 OW0450  HISTORY     - 1950     MONUMENTED       USGS
 OW0450
 OW0450                          STATION DESCRIPTION
 OW0450
 OW0450'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0450'STATION LOCATED IN T 1 N, R 4 W, SEC. 32 (WIND RIVER BASE LINE AND
 OW0450'WIND RIVER MERIDIAN).  POINT LOCATED 21 FT. BELOW HIGHEST POINT 120
 OW0450'FT. S. OF STATION.
 OW0450'
 OW0450'TO REACH BY JEEP FROM FT. WASHAKIE, FOLLOW U.S. HIGHWAY 287 N. FOR 7.4
 OW0450'MI. TO SAGE CREEK RD.  TAKE RD. LEADING LEFT AND CONTINUE 5.8 MI. TO
 OW0450'FORK.  TAKE FORK TO LEFT AND CONTINUE 14.8 MI. TO LAWRENCE BASIN AND
 OW0450'LAWRENCE RANGER STATION.  FROM RANGER STATION POINT CAN BE REACHED BY
 OW0450'EITHER HORSEBACK OR WALKING.  DIRECTIONS ARE SAME FOR EITHER.  TAKE
 OW0450'TRAIL LEADING FROM RANGER STATION MARKED --TO RAFT AND TWIN LAKES--.
 OW0450'FOLLOW TRAIL FOR APPROXIMATELY 3.5 MI. TO HIGH MEADOW AND FORK IN
 OW0450'TRAIL.  TAKE RIGHT FORK AND CONTINUE ABOUT 1-1/2 MI. FURTHER TO TOP
 OW0450'OF SADDLE OVER RIDGE.  FROM SADDLE, STATION IS APPROXIMATELY 1/2 MI.
 OW0450'N. ALONG TOP OF RIDGE.  GO ALONG TOP OF RIDGE PAST HIGHEST NEAR POINT
 OW0450'AND STATION LOCATED IN GROUP OF LOW ROCKY POINTS.  HIGHEST POINT ALL
 OW0450'LOOSE ROCK LIGHTLY COLORED.  STATION MARK ON FIRST BENCH TO N. OF
 OW0450'HIGH LIGHTLY COLORED POINT.
 OW0450'
 OW0450'STATION MARK--STANDARD USGS TABLET SET IN SOLID ROCK, STAMPED
 OW0450'---WR-TWIN LAKES 1950 VA 11,095---.
 OW0450'
 OW0450'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0519 ***********************************************************************
 MP0519  DESIGNATION -  TWO
 MP0519  PID         -  MP0519
 MP0519  STATE/COUNTY-  WY/CARBON
 MP0519  USGS QUAD   -  CARBON (1971)
 MP0519
 MP0519                         *CURRENT SURVEY CONTROL
 MP0519  ___________________________________________________________________
 MP0519* NAD 83(1993)-  41 49 29.73025(N)    106 25 03.17179(W)     ADJUSTED  
 MP0519* NAVD 88     -      2363.     (meters)    7753.     (feet)  SCALED    
 MP0519  ___________________________________________________________________
 MP0519  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 MP0519  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 MP0519
 MP0519  HORZ ORDER  -  THIRD
 MP0519
 MP0519.The horizontal coordinates were established by classical geodetic methods
 MP0519.and adjusted by the National Geodetic Survey in January 1997..
 MP0519
 MP0519.The orthometric height was scaled from a topographic map.
 MP0519
 MP0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0519
 MP0519.The geoid height was determined by GEOID03.
 MP0519
 MP0519;                    North         East     Units Scale Factor Converg.
 MP0519;SPC WYEC     -   247,538.540   476,076.766   MT  1.00000869   +0 36 38.6
 MP0519;UTM  13      - 4,631,309.372   382,279.469   MT  0.99977053   -0 56 43.5
 MP0519
 MP0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0519!SPC WYEC     -   0.99963159  x   1.00000869  =   0.99964027
 MP0519!UTM  13      -   0.99963159  x   0.99977053  =   0.99940220
 MP0519
 MP0519:                Primary Azimuth Mark                     Grid Az
 MP0519:SPC WYEC     -  ONE                                      305 44 14.3
 MP0519:UTM  13      -  ONE                                      307 17 36.4
 MP0519
 MP0519|---------------------------------------------------------------------|
 MP0519| PID    Reference Object                     Distance      Geod. Az  |
 MP0519|                                                           dddmmss.s |
 MP0519| MP0577 ONE                                 APPROX.16.7 KM 3062052.9 |
 MP0519|---------------------------------------------------------------------|
 MP0519
 MP0519                          SUPERSEDED SURVEY CONTROL
 MP0519
 MP0519  NAD 83(1986)-  41 49 29.71893(N)    106 25 03.16451(W) AD(       ) 3
 MP0519  NAD 27      -  41 49 29.84523(N)    106 25 01.09087(W) AD(       ) 3
 MP0519
 MP0519.Superseded values are not recommended for survey control.
 MP0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0519.See file dsdata.txt to determine how the superseded data were derived.
 MP0519
 MP0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG8227931309(NAD 83)
 MP0519_MARKER: DD = SURVEY DISK
 MP0519_SETTING: 66 = SET IN ROCK OUTCROP
 MP0519_SP_SET: SET IN ROCK OUTCROP
 MP0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0519+STABILITY: POSITION/ELEVATION WELL
 MP0519
 MP0519  HISTORY     - Date     Condition        Report By
 MP0519  HISTORY     - 1916     MONUMENTED       USGS
 MP0519
 MP0519                          STATION DESCRIPTION
 MP0519
 MP0519'DESCRIBED BY US GEOLOGICAL SURVEY 1916
 MP0519'STATION IS ABOUT 7 MI. SE. OF HANNA, WYOMING, AND ABOUT 1 MI. E. OF
 MP0519'THE JACK SPRING RANCH.  IT IS ON THE N. HILL OF THE SADDLEBACK HILLS.
 MP0519'
 MP0519'STATION MARK--BRONZE TABLET, CEMENTED IN ROCK, FLUSH WITH THE GROUND.
 MP0519'
 MP0519'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1224 ***********************************************************************
 PY1224  DESIGNATION -  TWO OCEAN
 PY1224  PID         -  PY1224
 PY1224  STATE/COUNTY-  WY/TETON
 PY1224  USGS QUAD   -  TWO OCEAN PASS (1996)
 PY1224
 PY1224                         *CURRENT SURVEY CONTROL
 PY1224  ___________________________________________________________________
 PY1224* NAD 83(1993)-  44 05 46.86263(N)    110 09 05.87526(W)     ADJUSTED  
 PY1224* NAVD 88     -      3115.5    (meters)   10221.     (feet)  VERTCON   
 PY1224  ___________________________________________________________________
 PY1224  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 PY1224  GEOID HEIGHT-          -7.51  (meters)                     GEOID03
 PY1224
 PY1224  HORZ ORDER  -  THIRD
 PY1224
 PY1224.The horizontal coordinates were established by classical geodetic methods
 PY1224.and adjusted by the National Geodetic Survey in January 1997..
 PY1224
 PY1224.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1224
 PY1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1224
 PY1224.The geoid height was determined by GEOID03.
 PY1224
 PY1224;                    North         East     Units Scale Factor Converg.
 PY1224;SPC WY W     -   499,456.755   794,531.237   MT  0.99993787   -0 02 51.1
 PY1224;UTM  12      - 4,882,924.250   567,907.063   MT  0.99965671   +0 35 25.3
 PY1224
 PY1224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1224!SPC WY W     -   0.99951289  x   0.99993787  =   0.99945079
 PY1224!UTM  12      -   0.99951289  x   0.99965671  =   0.99916977
 PY1224
 PY1224:                Primary Azimuth Mark                     Grid Az
 PY1224:SPC WY W     -  ATLANTIC ET                              172 16 51.4
 PY1224:UTM  12      -  ATLANTIC ET                              171 38 35.0
 PY1224
 PY1224|---------------------------------------------------------------------|
 PY1224| PID    Reference Object                     Distance      Geod. Az  |
 PY1224|                                                           dddmmss.s |
 PY1224| PY1223 ATLANTIC ET                         APPROX. 9.6 KM 1721400.3 |
 PY1224|---------------------------------------------------------------------|
 PY1224
 PY1224                          SUPERSEDED SURVEY CONTROL
 PY1224
 PY1224  NAD 83(1993)-  44 05 46.85618(N)    110 09 05.86869(W) AD(       ) 3
 PY1224  NAD 83(1986)-  44 05 46.85175(N)    110 09 05.86097(W) AD(       ) 3
 PY1224  NAD 27      -  44 05 47.04914(N)    110 09 03.15058(W) AD(       ) 3
 PY1224  NGVD 29 (07/19/86) 3114.1    (m)        10217.     (f) VERT ANG       
 PY1224
 PY1224.Superseded values are not recommended for survey control.
 PY1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1224.See file dsdata.txt to determine how the superseded data were derived.
 PY1224
 PY1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP6790782924(NAD 83)
 PY1224
 PY1224  HISTORY     - Date     Condition        Report By
 PY1224  HISTORY     - UNK      MONUMENTED
 PY1224  HISTORY     - 1958     GOOD             USGS
 PY1224
 PY1224                          STATION DESCRIPTION
 PY1224
 PY1224'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY1224'STATION IS LOCATED ABOUT 26 MI. (AIRLINE) S-SE. OF THE S. ENTRANCE TO
 PY1224'YELLOWSTONE NATIONAL PARK, WYOMING, ABOUT 7.5 MI. (AIRLINE) E-SE. OF
 PY1224'THE FOX PARK PATROL CABIN, ABOUT 3.5 MI. W-SW. OF HAWKS REST, ON A
 PY1224'HIGH TOP AT THE E. END OF A HIGH RIDGE WITH SMALL SCRUB TREES.
 PY1224'
 PY1224'TO REACH FROM THE S. ENTRANCE OF YELLOWSTONE NATIONAL PARK, WYOMING,
 PY1224'PROCEED E. ON THE SNAKE RIVER TRAIL ABOUT 9.0 MI. TO A TRAIL JUNCTION
 PY1224'TO HART LAKE.  TAKE THE RIGHT FORK FOLLOWING PARK BLAZES TO THE
 PY1224'HAREBELL SNOWSHOE CABIN.  CONTINUE E. ALONG THIS TRAIL PASSING OVER
 PY1224'BIG GAME RIDGE AND INTO FOX PARK TO THE FOX CREEK PATROL CABIN.
 PY1224'PROCEED ON TRAIL LEADING S. FROM THIS CABIN TO MINK CREEK, ABOUT 4.0
 PY1224'MI. TO A JUNCTION OF TRAILS.  TAKE THE TRAIL LEADING NE. ALONG MINK
 PY1224'CREEK TO AN OLD HUNTING CAMPSITE.  FROM HERE FOLLOW TRAIL LEADING
 PY1224'SE. UP A STEEP SLOPE TO A LARGE MEADOW.  CONTINUE ON TRAIL TO THE
 PY1224'TOP OF HIGH RIDGE.  LEAVE THE TRAIL AT THIS POINT AND PROCEED ACROSS
 PY1224'COUNTY FOLLOWING THE RIDGELINE FOR ABOUT 2.0 MI. TO NE. END OF THIS
 PY1224'RIDGE AND STATION SITE.
 PY1224'
 PY1224'RECOVERED.
 PY1224'
 PY1224'STATION MARK--STANDARD TABLET, STAMPED ---TWO OCEAN 1955---, CEMENTED
 PY1224'IN A DRILL HOLE IN A SET ROCK PROJECTING ABOUT 1.0 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0010 ***********************************************************************
 NQ0010  DESIGNATION -  U 1
 NQ0010  PID         -  NQ0010
 NQ0010  STATE/COUNTY-  WY/NIOBRARA
 NQ0010  USGS QUAD   -  MC MASTER RESERVOIR (1974)
 NQ0010
 NQ0010                         *CURRENT SURVEY CONTROL
 NQ0010  ___________________________________________________________________
 NQ0010* NAD 83(1986)-  42 40 22.     (N)    104 08 18.     (W)     SCALED    
 NQ0010* NAVD 88     -      1453.044  (meters)    4767.20   (feet)  ADJUSTED  
 NQ0010  ___________________________________________________________________
 NQ0010  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 NQ0010  DYNAMIC HT  -        1452.191 (meters)    4764.40  (feet)  COMP
 NQ0010  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 NQ0010
 NQ0010  VERT ORDER  -  FIRST     CLASS II
 NQ0010
 NQ0010.The horizontal coordinates were scaled from a topographic map and have
 NQ0010.an estimated accuracy of +/- 6 seconds.
 NQ0010
 NQ0010.The orthometric height was determined by differential leveling
 NQ0010.and adjusted by the National Geodetic Survey in June 1991..
 NQ0010
 NQ0010.The geoid height was determined by GEOID03.
 NQ0010
 NQ0010.The dynamic height is computed by dividing the NAVD 88
 NQ0010.geopotential number by the normal gravity value computed on the
 NQ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0010.degrees latitude (g = 980.6199 gals.).
 NQ0010
 NQ0010.The modeled gravity was interpolated from observed gravity values.
 NQ0010
 NQ0010;                    North         East    Units  Estimated Accuracy
 NQ0010;SPC WY E     -   241,820.      284,290.      MT  (+/- 180 meters Scaled)
 NQ0010
 NQ0010                          SUPERSEDED SURVEY CONTROL
 NQ0010
 NQ0010  NGVD 29 (??/??/92) 1452.344  (m)         4764.90   (f) ADJ UNCH    1 2
 NQ0010
 NQ0010.Superseded values are not recommended for survey control.
 NQ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0010.See file dsdata.txt to determine how the superseded data were derived.
 NQ0010
 NQ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH706248(NAD 83)
 NQ0010_MARKER: Z = SEE DESCRIPTION
 NQ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0010_SP_SET: STONE POST
 NQ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0010+STABILITY: SURFACE MOTION
 NQ0010
 NQ0010  HISTORY     - Date     Condition        Report By
 NQ0010  HISTORY     - UNK      MONUMENTED       CGS
 NQ0010  HISTORY     - 1954     GOOD             NGS
 NQ0010
 NQ0010                          STATION DESCRIPTION
 NQ0010
 NQ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0010'2.5 MI W FROM VAN TASSELL.
 NQ0010'2.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0010'THE STATION AT VAN TASSELL, 2 1/2 POLES EAST OF MILEPOST 474,
 NQ0010'63 FEET NORTH OF A FENCE, 34 FEET SOUTH OF THE SOUTH RAIL, 1.5
 NQ0010'FEET WEST OF A WITNESS POST, IN THE TOP OF A STONE POST WHICH
 NQ0010'PROJECTS 0.5 FOOT ABOVE THE GROUND, SURROUNDED BY THE LETTERS
 NQ0010'USBM.  IN SECTION 12, TOWNSHIP 31 NORTH, RANGE 61 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0032 ***********************************************************************
 PY0032  DESIGNATION -  U 10
 PY0032  PID         -  PY0032
 PY0032  STATE/COUNTY-  WY/PARK
 PY0032  USGS QUAD   -  BEACH LAKE (1986)
 PY0032
 PY0032                         *CURRENT SURVEY CONTROL
 PY0032  ___________________________________________________________________
 PY0032* NAD 83(1986)-  44 30 10.     (N)    110 31 00.     (W)     SCALED    
 PY0032* NAVD 88     -      2571.492  (meters)    8436.64   (feet)  ADJUSTED  
 PY0032  ___________________________________________________________________
 PY0032  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 PY0032  DYNAMIC HT  -        2569.701 (meters)    8430.76  (feet)  COMP
 PY0032  MODELED GRAV-     979,828.2   (mgal)                       NAVD 88
 PY0032
 PY0032  VERT ORDER  -  FIRST     CLASS II
 PY0032
 PY0032.The horizontal coordinates were scaled from a topographic map and have
 PY0032.an estimated accuracy of +/- 6 seconds.
 PY0032
 PY0032.The orthometric height was determined by differential leveling
 PY0032.and adjusted by the National Geodetic Survey in June 1991..
 PY0032
 PY0032.The geoid height was determined by GEOID03.
 PY0032
 PY0032.The dynamic height is computed by dividing the NAVD 88
 PY0032.geopotential number by the normal gravity value computed on the
 PY0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0032.degrees latitude (g = 980.6199 gals.).
 PY0032
 PY0032.The modeled gravity was interpolated from observed gravity values.
 PY0032
 PY0032;                    North         East    Units  Estimated Accuracy
 PY0032;SPC WYWC     -   446,130.      459,510.      MT  (+/- 180 meters Scaled)
 PY0032
 PY0032                          SUPERSEDED SURVEY CONTROL
 PY0032
 PY0032  NGVD 29 (08/20/92) 2570.053  (m)         8431.92   (f) ADJUSTED    1 2
 PY0032
 PY0032.Superseded values are not recommended for survey control.
 PY0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0032.See file dsdata.txt to determine how the superseded data were derived.
 PY0032
 PY0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ384278(NAD 83)
 PY0032_MARKER: DB = BENCH MARK DISK
 PY0032_SETTING: 80 = SET IN A BOULDER
 PY0032_SP_SET: BOULDER
 PY0032_STAMPING: U 10 1923 8429.9
 PY0032_MARK LOGO: CGS   
 PY0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0032+STABILITY: SURFACE MOTION
 PY0032
 PY0032  HISTORY     - Date     Condition        Report By
 PY0032  HISTORY     - UNK      MONUMENTED       CGS
 PY0032  HISTORY     - 1958     GOOD             USGS
 PY0032  HISTORY     - 1987     GOOD             NGS
 PY0032
 PY0032                          STATION DESCRIPTION
 PY0032
 PY0032'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0032'8.3 MI N FROM THUMB RANGER STA..
 PY0032'THUMB RANGER STATION, 5.5 MILES NORTHEAST ALONG GRAND LOOP ROAD,
 PY0032'THENCE 2.9 MILES NORTHEAST ALONG SERVICE ROAD, 100 FEET EAST OF
 PY0032'TELEPHONE LINE CROSSING, 15 FEET SOUTHEAST OF ROAD, IN TOP OF A ROCK,
 PY0032'STANDARD USGS DISK, NOT STAMPED.
 PY0032
 PY0032                          STATION RECOVERY (1987)
 PY0032
 PY0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0032'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM
 PY0032'(2.00 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE JUNCTION OF
 PY0032'LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, THENCE 8.1 KM (5.05 MI)
 PY0032'SOUTHWESTERLY ALONG A SERVICE ROAD (OLD HIGHWAY), IN TOP OF A DOME
 PY0032'SHAPED BOULDER THAT PROJECTS 22-INCHES ABOVE THE GROUND SURFACE, AT A
 PY0032'POINT WHERE A UTILITY LINE CROSSES THE ROAD, 29.0 M (95.1 FT)
 PY0032'SOUTHWEST OF A UTILITY POLE, AND 6.1 M (20.0 FT) SOUTHEAST OF THE
 PY0032'CENTER OF THE ROAD.  NOTE--THE DISK IS STAMPED AS ABOVE.
 PY0032'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0145 ***********************************************************************
 OU0145  DESIGNATION -  U 100
 OU0145  PID         -  OU0145
 OU0145  STATE/COUNTY-  WY/NIOBRARA
 OU0145  USGS QUAD   -  FUNNY ROCK (1981)
 OU0145
 OU0145                         *CURRENT SURVEY CONTROL
 OU0145  ___________________________________________________________________
 OU0145* NAD 83(1986)-  43 12 38.     (N)    104 32 42.     (W)     SCALED    
 OU0145* NAVD 88     -      1323.303  (meters)    4341.54   (feet)  ADJUSTED  
 OU0145  ___________________________________________________________________
 OU0145  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 OU0145  DYNAMIC HT  -        1322.637 (meters)    4339.35  (feet)  COMP
 OU0145  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 OU0145
 OU0145  VERT ORDER  -  SECOND    CLASS 0
 OU0145
 OU0145.The horizontal coordinates were scaled from a topographic map and have
 OU0145.an estimated accuracy of +/- 6 seconds.
 OU0145
 OU0145.The orthometric height was determined by differential leveling
 OU0145.and adjusted by the National Geodetic Survey in June 1991..
 OU0145
 OU0145.The geoid height was determined by GEOID03.
 OU0145
 OU0145.The dynamic height is computed by dividing the NAVD 88
 OU0145.geopotential number by the normal gravity value computed on the
 OU0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0145.degrees latitude (g = 980.6199 gals.).
 OU0145
 OU0145.The modeled gravity was interpolated from observed gravity values.
 OU0145
 OU0145;                    North         East    Units  Estimated Accuracy
 OU0145;SPC WY E     -   301,230.      250,520.      MT  (+/- 180 meters Scaled)
 OU0145
 OU0145                          SUPERSEDED SURVEY CONTROL
 OU0145
 OU0145  NGVD 29 (??/??/92) 1322.603  (m)         4339.24   (f) ADJ UNCH    2 0
 OU0145
 OU0145.Superseded values are not recommended for survey control.
 OU0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0145.See file dsdata.txt to determine how the superseded data were derived.
 OU0145
 OU0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH369842(NAD 83)
 OU0145_MARKER: DB = BENCH MARK DISK
 OU0145_SETTING: 66 = SET IN ROCK OUTCROP
 OU0145_SP_SET: SANDSTONE OUTCROP
 OU0145_STAMPING: U 100 1956
 OU0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0145+STABILITY: POSITION/ELEVATION WELL
 OU0145
 OU0145  HISTORY     - Date     Condition        Report By
 OU0145  HISTORY     - 1956     MONUMENTED       CGS
 OU0145  HISTORY     - 1957     GOOD             NGS
 OU0145  HISTORY     - 1976     GOOD             USGS
 OU0145
 OU0145                          STATION DESCRIPTION
 OU0145
 OU0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0145'19.2 MI N FROM LANCE CREEK.
 OU0145'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0145'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0145'THENCE 10.85 MILES NORTHWEST ALONG A WINDING TRACK ROAD, 15 FEET
 OU0145'NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 126 FEET SOUTHEAST
 OU0145'OF THE CENTER OF A JUNCTION WITH A TRACK ROAD LEADING NORTH,
 OU0145'6 FEET NORTHWEST OF A WITNESS POST, 0.4 MILE NORTH OF AN EAST
 OU0145'AND WEST FENCE, 2.0 FEET ABOVE THE GROUND, SET IN THE TOP OF A
 OU0145'5X11 FOOT SANDSTONE OUTCROP, IN SECTION 4, TOWNSHIP 37 NORTH,
 OU0145'RANGE 64 WEST.
 OU0145
 OU0145                          STATION RECOVERY (1976)
 OU0145
 OU0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0145'LANCE CREEK POST OFFICE, 7.0 MI EAST FROM ALONG STATE HWY. 270,
 OU0145'THENCE, 12.25 MI NORTH ALONG A GRADED DIRT ROAD, IN SEC. 4, T 37 N.,
 OU0145'R 64 W., 126 FEET SOUTH ALONG GRADED ROAD, 23 FEET EAST OF ROAD FROM
 OU0145'Y-ROAD, 2.0 FEET ABOVE THE GROUND, SET IN THE TOP OF A 5 X 11 FOOT
 OU0145'SANDSTONE OUTCROP. A STANDARD DISK STAMPED "U 100 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0078 ***********************************************************************
 MP0078  DESIGNATION -  U 101
 MP0078  PID         -  MP0078
 MP0078  STATE/COUNTY-  WY/ALBANY
 MP0078  USGS QUAD   -  LAKE OWEN (1992)
 MP0078
 MP0078                         *CURRENT SURVEY CONTROL
 MP0078  ___________________________________________________________________
 MP0078* NAD 83(1986)-  41 10 45.     (N)    106 06 42.     (W)     SCALED    
 MP0078* NAVD 88     -      2642.266  (meters)    8668.83   (feet)  ADJUSTED  
 MP0078  ___________________________________________________________________
 MP0078  GEOID HEIGHT-         -10.72  (meters)                     GEOID03
 MP0078  DYNAMIC HT  -        2639.726 (meters)    8660.50  (feet)  COMP
 MP0078  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 MP0078
 MP0078  VERT ORDER  -  FIRST     CLASS II
 MP0078
 MP0078.The horizontal coordinates were scaled from a topographic map and have
 MP0078.an estimated accuracy of +/- 6 seconds.
 MP0078
 MP0078.The orthometric height was determined by differential leveling
 MP0078.and adjusted by the National Geodetic Survey in June 1991..
 MP0078
 MP0078.The geoid height was determined by GEOID03.
 MP0078
 MP0078.The dynamic height is computed by dividing the NAVD 88
 MP0078.geopotential number by the normal gravity value computed on the
 MP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0078.degrees latitude (g = 980.6199 gals.).
 MP0078
 MP0078.The modeled gravity was interpolated from observed gravity values.
 MP0078
 MP0078;                    North         East    Units  Estimated Accuracy
 MP0078;SPC WY E     -    75,850.      120,710.      MT  (+/- 180 meters Scaled)
 MP0078
 MP0078                          SUPERSEDED SURVEY CONTROL
 MP0078
 MP0078  NGVD 29 (??/??/92) 2641.016  (m)         8664.73   (f) ADJ UNCH    1 2
 MP0078
 MP0078.Superseded values are not recommended for survey control.
 MP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0078.See file dsdata.txt to determine how the superseded data were derived.
 MP0078
 MP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF067592(NAD 83)
 MP0078_MARKER: DB = BENCH MARK DISK
 MP0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0078_STAMPING: U 101 1956
 MP0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0078+STABILITY: SURFACE MOTION
 MP0078
 MP0078  HISTORY     - Date     Condition        Report By
 MP0078  HISTORY     - 1956     MONUMENTED       CGS
 MP0078
 MP0078                          STATION DESCRIPTION
 MP0078
 MP0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0078'3.8 MI SE FROM ALBANY.
 MP0078'3.8 MILES SOUTHEAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0078'RAILROAD FROM THE STATION AT ALBANY, 169 FEET NORTHEAST OF MILEPOST
 MP0078'44, 136 FEET NORTH OF THE NORTH RAIL, 3.4 FEET WEST OF A WITNESS POST,
 MP0078'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MP0078'GROUND, IN THE SOUTHWEST 1/4 OF SECTION 13, TOWNSHIP 14 NORTH, RANGE
 MP0078'78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0137 ***********************************************************************
 MQ0137  DESIGNATION -  U 102
 MQ0137  PID         -  MQ0137
 MQ0137  STATE/COUNTY-  WY/SWEETWATER
 MQ0137  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0137
 MQ0137                         *CURRENT SURVEY CONTROL
 MQ0137  ___________________________________________________________________
 MQ0137* NAD 83(1986)-  41 35 31.     (N)    109 11 48.     (W)     SCALED    
 MQ0137* NAVD 88     -      1913.318  (meters)    6277.28   (feet)  ADJUSTED  
 MQ0137  ___________________________________________________________________
 MQ0137  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 MQ0137  DYNAMIC HT  -        1911.730 (meters)    6272.07  (feet)  COMP
 MQ0137  MODELED GRAV-     979,725.1   (mgal)                       NAVD 88
 MQ0137
 MQ0137  VERT ORDER  -  FIRST     CLASS II
 MQ0137
 MQ0137.The horizontal coordinates were scaled from a topographic map and have
 MQ0137.an estimated accuracy of +/- 6 seconds.
 MQ0137
 MQ0137.The orthometric height was determined by differential leveling
 MQ0137.and adjusted by the National Geodetic Survey in June 1991..
 MQ0137
 MQ0137.The geoid height was determined by GEOID03.
 MQ0137
 MQ0137.The dynamic height is computed by dividing the NAVD 88
 MQ0137.geopotential number by the normal gravity value computed on the
 MQ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0137.degrees latitude (g = 980.6199 gals.).
 MQ0137
 MQ0137.The modeled gravity was interpolated from observed gravity values.
 MQ0137
 MQ0137;                    North         East    Units  Estimated Accuracy
 MQ0137;SPC WYWC     -   121,350.      562,760.      MT  (+/- 180 meters Scaled)
 MQ0137
 MQ0137                          SUPERSEDED SURVEY CONTROL
 MQ0137
 MQ0137  NGVD 29 (06/08/92) 1912.055  (m)         6273.13   (f) ADJUSTED    1 2
 MQ0137
 MQ0137.Superseded values are not recommended for survey control.
 MQ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0137.See file dsdata.txt to determine how the superseded data were derived.
 MQ0137
 MQ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM503060(NAD 83)
 MQ0137_MARKER: DB = BENCH MARK DISK
 MQ0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0137_SP_SET: ABUTMENT
 MQ0137_STAMPING: U 102 1956
 MQ0137_MARK LOGO: CGS   
 MQ0137_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0137
 MQ0137  HISTORY     - Date     Condition        Report By
 MQ0137  HISTORY     - 1956     MONUMENTED       CGS
 MQ0137  HISTORY     - 1983     GOOD             NGS
 MQ0137  HISTORY     - 19990112 GOOD             WYDT
 MQ0137
 MQ0137                          STATION DESCRIPTION
 MQ0137
 MQ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0137'1.3 MI E FROM ROCK SPRINGS.
 MQ0137'1.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0137'ROCK SPRINGS, 11 POLES EAST OF MILEPOST 801, 4.7 FEET SOUTH OF THE
 MQ0137'SOUTH RAIL OF THE SOUTH TRACK, 1 FOOT BELOW THE TOP OF THE RAILS, SET
 MQ0137'IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF BRIDGE 800.74 OVER
 MQ0137'BITTER CREEK, IN THE SOUTHEAST 1/4 OF SECTION 25, TOWNSHIP 19 NORTH,
 MQ0137'RANGE 104 WEST.
 MQ0137
 MQ0137                          STATION RECOVERY (1983)
 MQ0137
 MQ0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0137'RECOVERED IN GOOD CONDITION.
 MQ0137
 MQ0137                          STATION RECOVERY (1999)
 MQ0137
 MQ0137'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0137'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION.  PHONE NUMBER
 MQ0137'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0108 ***********************************************************************
 MQ0108  DESIGNATION -  U 103
 MQ0108  PID         -  MQ0108
 MQ0108  STATE/COUNTY-  WY/SWEETWATER
 MQ0108  USGS QUAD   -  THAYER JUNCTION (1978)
 MQ0108
 MQ0108                         *CURRENT SURVEY CONTROL
 MQ0108  ___________________________________________________________________
 MQ0108* NAD 83(1986)-  41 40 51.     (N)    108 54 23.     (W)     SCALED    
 MQ0108* NAVD 88     -      1969.365  (meters)    6461.16   (feet)  ADJUSTED  
 MQ0108  ___________________________________________________________________
 MQ0108  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MQ0108  DYNAMIC HT  -        1967.744 (meters)    6455.84  (feet)  COMP
 MQ0108  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 MQ0108
 MQ0108  VERT ORDER  -  FIRST     CLASS II
 MQ0108
 MQ0108.The horizontal coordinates were scaled from a topographic map and have
 MQ0108.an estimated accuracy of +/- 6 seconds.
 MQ0108
 MQ0108.The orthometric height was determined by differential leveling
 MQ0108.and adjusted by the National Geodetic Survey in June 1991..
 MQ0108
 MQ0108.The geoid height was determined by GEOID03.
 MQ0108
 MQ0108.The dynamic height is computed by dividing the NAVD 88
 MQ0108.geopotential number by the normal gravity value computed on the
 MQ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0108.degrees latitude (g = 980.6199 gals.).
 MQ0108
 MQ0108.The modeled gravity was interpolated from observed gravity values.
 MQ0108
 MQ0108;                    North         East    Units  Estimated Accuracy
 MQ0108;SPC WYWC     -   131,140.      586,980.      MT  (+/- 180 meters Scaled)
 MQ0108
 MQ0108                          SUPERSEDED SURVEY CONTROL
 MQ0108
 MQ0108  NGVD 29 (06/08/92) 1968.096  (m)         6456.99   (f) ADJUSTED    1 2
 MQ0108
 MQ0108.Superseded values are not recommended for survey control.
 MQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0108.See file dsdata.txt to determine how the superseded data were derived.
 MQ0108
 MQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM742164(NAD 83)
 MQ0108_MARKER: DB = BENCH MARK DISK
 MQ0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0108_SP_SET: CULVERT
 MQ0108_STAMPING: U 103 1956
 MQ0108_MARK LOGO: CGS   
 MQ0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0108
 MQ0108  HISTORY     - Date     Condition        Report By
 MQ0108  HISTORY     - 1956     MONUMENTED       CGS
 MQ0108  HISTORY     - 1983     GOOD             NGS
 MQ0108
 MQ0108                          STATION DESCRIPTION
 MQ0108
 MQ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0108'6.4 MI W FROM POINT OF ROCKS.
 MQ0108'6.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0108'AT POINT OF ROCKS, MIDWAY BETWEEN 2 CUTS, 31 FEET NORTH OF THE NORTH
 MQ0108'RAIL OF THE NORTH TRACK, 22.6 FEET WEST OF A FENCE CORNER, 40 FEET
 MQ0108'EAST OF A FENCE CORNER, 8 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 MQ0108'TOP OF THE EAST END OF THE NORTH HEADWALL OF AN 8 FOOT STEEL PIPE
 MQ0108'CULVERT, IN THE SOUTHWEST 1/4 OF SECTION 27, TOWNSHIP 20 NORTH, RANGE
 MQ0108'102 WEST.
 MQ0108
 MQ0108                          STATION RECOVERY (1983)
 MQ0108
 MQ0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0032 ***********************************************************************
 NQ0032  DESIGNATION -  U 104
 NQ0032  PID         -  NQ0032
 NQ0032  STATE/COUNTY-  WY/NIOBRARA
 NQ0032  USGS QUAD   -  LUSK (1981)
 NQ0032
 NQ0032                         *CURRENT SURVEY CONTROL
 NQ0032  ___________________________________________________________________
 NQ0032* NAD 83(1986)-  42 45 31.     (N)    104 25 49.     (W)     SCALED    
 NQ0032* NAVD 88     -      1519.787  (meters)    4986.17   (feet)  ADJUSTED  
 NQ0032  ___________________________________________________________________
 NQ0032  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NQ0032  DYNAMIC HT  -        1518.949 (meters)    4983.42  (feet)  COMP
 NQ0032  MODELED GRAV-     980,014.5   (mgal)                       NAVD 88
 NQ0032
 NQ0032  VERT ORDER  -  FIRST     CLASS II
 NQ0032
 NQ0032.The horizontal coordinates were scaled from a topographic map and have
 NQ0032.an estimated accuracy of +/- 6 seconds.
 NQ0032
 NQ0032.The orthometric height was determined by differential leveling
 NQ0032.and adjusted by the National Geodetic Survey in June 1991..
 NQ0032
 NQ0032.The geoid height was determined by GEOID03.
 NQ0032
 NQ0032.The dynamic height is computed by dividing the NAVD 88
 NQ0032.geopotential number by the normal gravity value computed on the
 NQ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0032.degrees latitude (g = 980.6199 gals.).
 NQ0032
 NQ0032.The modeled gravity was interpolated from observed gravity values.
 NQ0032
 NQ0032;                    North         East    Units  Estimated Accuracy
 NQ0032;SPC WY E     -   251,100.      260,280.      MT  (+/- 180 meters Scaled)
 NQ0032
 NQ0032                          SUPERSEDED SURVEY CONTROL
 NQ0032
 NQ0032  NGVD 29 (??/??/92) 1519.108  (m)         4983.94   (f) ADJ UNCH    1 2
 NQ0032
 NQ0032.Superseded values are not recommended for survey control.
 NQ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0032.See file dsdata.txt to determine how the superseded data were derived.
 NQ0032
 NQ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH466341(NAD 83)
 NQ0032_MARKER: DB = BENCH MARK DISK
 NQ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0032_STAMPING: U 104 1954
 NQ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0032+STABILITY: SURFACE MOTION
 NQ0032
 NQ0032  HISTORY     - Date     Condition        Report By
 NQ0032  HISTORY     - 1954     MONUMENTED       CGS
 NQ0032
 NQ0032                          STATION DESCRIPTION
 NQ0032
 NQ0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0032'1.2 MI E FROM LUSK.
 NQ0032'1.2 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0032'FROM THE STATION AT LUSK, 90 FEET NORTH OF THE CENTER LINE OF
 NQ0032'U.S. HIGHWAY 20, 48 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NQ0032'TRACK, 6 FEET SOUTH OF MILEPOST 490, 2 FEET EAST OF A WITNESS
 NQ0032'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 NQ0032'ABOVE THE GROUND.  IN SECTION 9, TOWNSHIP 32 NORTH, RANGE 63 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0517 ***********************************************************************
 MO0517  DESIGNATION -  U 108
 MO0517  PID         -  MO0517
 MO0517  STATE/COUNTY-  WY/LARAMIE
 MO0517  USGS QUAD   -  ISLAY (1978)
 MO0517
 MO0517                         *CURRENT SURVEY CONTROL
 MO0517  ___________________________________________________________________
 MO0517* NAD 83(1986)-  41 19 07.     (N)    105 08 11.     (W)     SCALED    
 MO0517* NAVD 88     -      2044.706  (meters)    6708.34   (feet)  ADJUSTED  
 MO0517  ___________________________________________________________________
 MO0517  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 MO0517  DYNAMIC HT  -        2042.913 (meters)    6702.46  (feet)  COMP
 MO0517  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 MO0517
 MO0517  VERT ORDER  -  FIRST     CLASS II
 MO0517
 MO0517.The horizontal coordinates were scaled from a topographic map and have
 MO0517.an estimated accuracy of +/- 6 seconds.
 MO0517
 MO0517.The orthometric height was determined by differential leveling
 MO0517.and adjusted by the National Geodetic Survey in June 1991..
 MO0517
 MO0517.The geoid height was determined by GEOID03.
 MO0517
 MO0517.The dynamic height is computed by dividing the NAVD 88
 MO0517.geopotential number by the normal gravity value computed on the
 MO0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0517.degrees latitude (g = 980.6199 gals.).
 MO0517
 MO0517.The modeled gravity was interpolated from observed gravity values.
 MO0517
 MO0517;                    North         East    Units  Estimated Accuracy
 MO0517;SPC WY E     -    90,900.      202,540.      MT  (+/- 180 meters Scaled)
 MO0517
 MO0517                          SUPERSEDED SURVEY CONTROL
 MO0517
 MO0517  NGVD 29 (??/??/92) 2043.641  (m)         6704.85   (f) ADJ UNCH    1 2
 MO0517
 MO0517.Superseded values are not recommended for survey control.
 MO0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0517.See file dsdata.txt to determine how the superseded data were derived.
 MO0517
 MO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF885741(NAD 83)
 MO0517_MARKER: DB = BENCH MARK DISK
 MO0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0517_STAMPING: U 108 1954
 MO0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0517+STABILITY: SURFACE MOTION
 MO0517
 MO0517  HISTORY     - Date     Condition        Report By
 MO0517  HISTORY     - 1954     MONUMENTED       CGS
 MO0517
 MO0517                          STATION DESCRIPTION
 MO0517
 MO0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0517'AT ISLAY.
 MO0517'AT ISLAY, 0.2 MILE NORTHWEST OF THE STOCK PENS, 41.3 FEET
 MO0517'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 46 FEET
 MO0517'NORTHWEST OF THE CENTER OF A DIRT ROAD CROSSING, 21 FEET NORTHWEST
 MO0517'OF A ROUND CONCRETE TELEPHONE BOOTH, 16 FEET NORTHWEST OF A
 MO0517'TELEPHONE POLE, 21.7 FEET SOUTHWEST OF A FENCE, 3 FEET NORTHWEST
 MO0517'OF A WITNESS POST, 113 YARDS NORTHWEST OF BENCH MARK A 1, SET IN
 MO0517'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 MO0517'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0353 ***********************************************************************
 MO0353  DESIGNATION -  U 109
 MO0353  PID         -  MO0353
 MO0353  STATE/COUNTY-  WY/LARAMIE
 MO0353  USGS QUAD   -  FARTHING (1978)
 MO0353
 MO0353                         *CURRENT SURVEY CONTROL
 MO0353  ___________________________________________________________________
 MO0353* NAD 83(1986)-  41 36 11.     (N)    105 08 47.     (W)     SCALED    
 MO0353* NAVD 88     -      1848.743  (meters)    6065.42   (feet)  ADJUSTED  
 MO0353  ___________________________________________________________________
 MO0353  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 MO0353  DYNAMIC HT  -        1847.290 (meters)    6060.65  (feet)  COMP
 MO0353  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 MO0353
 MO0353  VERT ORDER  -  FIRST     CLASS II
 MO0353
 MO0353.The horizontal coordinates were scaled from a topographic map and have
 MO0353.an estimated accuracy of +/- 6 seconds.
 MO0353
 MO0353.The orthometric height was determined by differential leveling
 MO0353.and adjusted by the National Geodetic Survey in June 1991..
 MO0353
 MO0353.The geoid height was determined by GEOID03.
 MO0353
 MO0353.The dynamic height is computed by dividing the NAVD 88
 MO0353.geopotential number by the normal gravity value computed on the
 MO0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0353.degrees latitude (g = 980.6199 gals.).
 MO0353
 MO0353.The modeled gravity was interpolated from observed gravity values.
 MO0353
 MO0353;                    North         East    Units  Estimated Accuracy
 MO0353;SPC WY E     -   122,490.      201,690.      MT  (+/- 180 meters Scaled)
 MO0353
 MO0353                          SUPERSEDED SURVEY CONTROL
 MO0353
 MO0353  NGVD 29 (??/??/92) 1847.795  (m)         6062.31   (f) ADJ UNCH    1 2
 MO0353
 MO0353.Superseded values are not recommended for survey control.
 MO0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0353.See file dsdata.txt to determine how the superseded data were derived.
 MO0353
 MO0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG878057(NAD 83)
 MO0353_MARKER: DB = BENCH MARK DISK
 MO0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0353_SP_SET: CULVERT
 MO0353_STAMPING: U 109 1954
 MO0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0353
 MO0353  HISTORY     - Date     Condition        Report By
 MO0353  HISTORY     - 1954     MONUMENTED       CGS
 MO0353
 MO0353                          STATION DESCRIPTION
 MO0353
 MO0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0353'5.7 MI NE FROM FARTHING.
 MO0353'5.7 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0353'THE STATION AT FARTHING, 0.25 MILE NORTHEAST OF MILEPOST 168,
 MO0353'21 FEET NORTHWEST OF THE NORTHWEST RAIL, 8 FEET BELOW THE TOP OF
 MO0353'THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 MO0353'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0030 ***********************************************************************
 PY0030  DESIGNATION -  U 11
 PY0030  PID         -  PY0030
 PY0030  STATE/COUNTY-  WY/PARK
 PY0030  USGS QUAD   -  TOWER JUNCTION (1986)
 PY0030
 PY0030                         *CURRENT SURVEY CONTROL
 PY0030  ___________________________________________________________________
 PY0030* NAD 83(1986)-  44 55 21.     (N)    110 27 48.     (W)     SCALED    
 PY0030* NAVD 88     -      2135.367  (meters)    7005.78   (feet)  POSTED    
 PY0030  ___________________________________________________________________
 PY0030  GEOID HEIGHT-          -8.45  (meters)                     GEOID03
 PY0030  DYNAMIC HT  -        2134.140 (meters)    7001.76  (feet)  COMP
 PY0030  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 PY0030
 PY0030  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0030
 PY0030.The horizontal coordinates were scaled from a topographic map and have
 PY0030.an estimated accuracy of +/- 6 seconds.
 PY0030
 PY0030.The orthometric height was determined by differential leveling
 PY0030.and adjusted by the National Geodetic Survey in 1992..
 PY0030.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0030.rate of 0.0 thru 1.0 mm/km.
 PY0030
 PY0030.The geoid height was determined by GEOID03.
 PY0030
 PY0030.The dynamic height is computed by dividing the NAVD 88
 PY0030.geopotential number by the normal gravity value computed on the
 PY0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0030.degrees latitude (g = 980.6199 gals.).
 PY0030
 PY0030.The modeled gravity was interpolated from observed gravity values.
 PY0030
 PY0030;                    North         East    Units  Estimated Accuracy
 PY0030;SPC WYWC     -   492,680.      464,740.      MT  (+/- 180 meters Scaled)
 PY0030
 PY0030                          SUPERSEDED SURVEY CONTROL
 PY0030
 PY0030  NGVD 29 (??/??/92) 2133.807  (m)         7000.67   (f) ADJ UNCH    2 0
 PY0030
 PY0030.Superseded values are not recommended for survey control.
 PY0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0030.See file dsdata.txt to determine how the superseded data were derived.
 PY0030
 PY0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ423744(NAD 83)
 PY0030_MARKER: DB = BENCH MARK DISK
 PY0030_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PY0030_STAMPING: U 11 1923
 PY0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0030
 PY0030  HISTORY     - Date     Condition        Report By
 PY0030  HISTORY     - 1923     MONUMENTED       CGS
 PY0030  HISTORY     - 1959     MARK NOT FOUND   USGS
 PY0030
 PY0030                          STATION DESCRIPTION
 PY0030
 PY0030'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PY0030'2.5 MI W FROM TOWER JUNCTION.
 PY0030'2.5 MILES WEST ALONG THE TOWER JUNCTION-MAMMOTH HOT SPRINGS ROAD FROM
 PY0030'TOWER JUNCTION, YELLOWSTONE NATIONAL PARK, 0.5 MILE WEST OF THE SECOND
 PY0030'MILEPOST FROM TOWER JUNCTION, ON THE SOUTH SIDE OF THE ROAD, AND IN
 PY0030'ROCK AT THE EDGE OF A CUT.  A STANDARD DISK, STAMPED U 11 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0286 ***********************************************************************
 MO0286  DESIGNATION -  U 110
 MO0286  PID         -  MO0286
 MO0286  STATE/COUNTY-  WY/PLATTE
 MO0286  USGS QUAD   -  CHUGWATER (1990)
 MO0286
 MO0286                         *CURRENT SURVEY CONTROL
 MO0286  ___________________________________________________________________
 MO0286* NAD 83(1986)-  41 46 02.     (N)    104 48 16.     (W)     SCALED    
 MO0286* NAVD 88     -      1604.238  (meters)    5263.24   (feet)  ADJUSTED  
 MO0286  ___________________________________________________________________
 MO0286  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 MO0286  DYNAMIC HT  -        1603.065 (meters)    5259.39  (feet)  COMP
 MO0286  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 MO0286
 MO0286  VERT ORDER  -  FIRST     CLASS II
 MO0286
 MO0286.The horizontal coordinates were scaled from a topographic map and have
 MO0286.an estimated accuracy of +/- 6 seconds.
 MO0286
 MO0286.The orthometric height was determined by differential leveling
 MO0286.and adjusted by the National Geodetic Survey in June 1991..
 MO0286
 MO0286.The geoid height was determined by GEOID03.
 MO0286
 MO0286.The dynamic height is computed by dividing the NAVD 88
 MO0286.geopotential number by the normal gravity value computed on the
 MO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0286.degrees latitude (g = 980.6199 gals.).
 MO0286
 MO0286.The modeled gravity was interpolated from observed gravity values.
 MO0286
 MO0286;                    North         East    Units  Estimated Accuracy
 MO0286;SPC WY E     -   140,790.      230,120.      MT  (+/- 180 meters Scaled)
 MO0286
 MO0286                          SUPERSEDED SURVEY CONTROL
 MO0286
 MO0286  NGVD 29 (??/??/92) 1603.352  (m)         5260.33   (f) ADJ UNCH    1 2
 MO0286
 MO0286.Superseded values are not recommended for survey control.
 MO0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0286.See file dsdata.txt to determine how the superseded data were derived.
 MO0286
 MO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG162239(NAD 83)
 MO0286_MARKER: DB = BENCH MARK DISK
 MO0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0286_SP_SET: CULVERT
 MO0286_STAMPING: U 110 1954
 MO0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0286
 MO0286  HISTORY     - Date     Condition        Report By
 MO0286  HISTORY     - 1954     MONUMENTED       CGS
 MO0286
 MO0286                          STATION DESCRIPTION
 MO0286
 MO0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0286'1.1 MI N FROM CHUGWATER.
 MO0286'1.1 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 MO0286'STATION AT CHUGWATER, 280 FEET NORTHWEST OF THE NORTHWEST RAIL,
 MO0286'24 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 87, SET IN
 MO0286'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A
 MO0286'CONCRETE CULVERT UNDER THE HIGHWAY, 6 FEET BELOW THE LEVEL OF THE
 MO0286'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0264 ***********************************************************************
 NQ0264  DESIGNATION -  U 111
 NQ0264  PID         -  NQ0264
 NQ0264  STATE/COUNTY-  WY/CONVERSE
 NQ0264  USGS QUAD   -  ORIN (1949)
 NQ0264
 NQ0264                         *CURRENT SURVEY CONTROL
 NQ0264  ___________________________________________________________________
 NQ0264* NAD 83(1986)-  42 38 55.     (N)    105 09 55.     (W)     SCALED    
 NQ0264* NAVD 88     -      1425.705  (meters)    4677.50   (feet)  ADJUSTED  
 NQ0264  ___________________________________________________________________
 NQ0264  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 NQ0264  DYNAMIC HT  -        1424.843 (meters)    4674.67  (feet)  COMP
 NQ0264  MODELED GRAV-     979,966.6   (mgal)                       NAVD 88
 NQ0264
 NQ0264  VERT ORDER  -  FIRST     CLASS II
 NQ0264
 NQ0264.The horizontal coordinates were scaled from a topographic map and have
 NQ0264.an estimated accuracy of +/- 6 seconds.
 NQ0264
 NQ0264.The orthometric height was determined by differential leveling
 NQ0264.and adjusted by the National Geodetic Survey in June 1991..
 NQ0264
 NQ0264.The geoid height was determined by GEOID03.
 NQ0264
 NQ0264.The dynamic height is computed by dividing the NAVD 88
 NQ0264.geopotential number by the normal gravity value computed on the
 NQ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0264.degrees latitude (g = 980.6199 gals.).
 NQ0264
 NQ0264.The modeled gravity was interpolated from observed gravity values.
 NQ0264
 NQ0264;                    North         East    Units  Estimated Accuracy
 NQ0264;SPC WY E     -   238,620.      200,110.      MT  (+/- 180 meters Scaled)
 NQ0264
 NQ0264                          SUPERSEDED SURVEY CONTROL
 NQ0264
 NQ0264  NGVD 29 (??/??/92) 1424.896  (m)         4674.85   (f) ADJ UNCH    1 2
 NQ0264
 NQ0264.Superseded values are not recommended for survey control.
 NQ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0264.See file dsdata.txt to determine how the superseded data were derived.
 NQ0264
 NQ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH864218(NAD 83)
 NQ0264_MARKER: DB = BENCH MARK DISK
 NQ0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0264_SP_SET: BRIDGE
 NQ0264_STAMPING: U 111 1956
 NQ0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0264
 NQ0264  HISTORY     - Date     Condition        Report By
 NQ0264  HISTORY     - 1956     MONUMENTED       CGS
 NQ0264
 NQ0264                          STATION DESCRIPTION
 NQ0264
 NQ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0264'1.4 MI SE FROM ORIN.
 NQ0264'1.35 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0264'RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILROAD STATION
 NQ0264'AT ORIN, 158 FEET NORTHEAST OF THE NORTHEAST RAIL, 19 FEET
 NQ0264'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 87, SET IN THE TOP
 NQ0264'OF THE SOUTH END OF THE SOUTH WINGWALL OF A CONCRETE HIGHWAY
 NQ0264'BRIDGE OVER THE NORTH PLATTE RIVER, IN THE NORTHWEST 1/4 OF
 NQ0264'SECTION 20, TOWNSHIP 31 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0167 ***********************************************************************
 OU0167  DESIGNATION -  U 112
 OU0167  PID         -  OU0167
 OU0167  STATE/COUNTY-  WY/NIOBRARA
 OU0167  USGS QUAD   -  DIXON RANCH (1981)
 OU0167
 OU0167                         *CURRENT SURVEY CONTROL
 OU0167  ___________________________________________________________________
 OU0167* NAD 83(1986)-  43 22 27.     (N)    104 43 02.     (W)     SCALED    
 OU0167* NAVD 88     -      1361.482  (meters)    4466.80   (feet)  ADJUSTED  
 OU0167  ___________________________________________________________________
 OU0167  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 OU0167  DYNAMIC HT  -        1360.771 (meters)    4464.46  (feet)  COMP
 OU0167  MODELED GRAV-     980,050.3   (mgal)                       NAVD 88
 OU0167
 OU0167  VERT ORDER  -  SECOND    CLASS 0
 OU0167
 OU0167.The horizontal coordinates were scaled from a topographic map and have
 OU0167.an estimated accuracy of +/- 6 seconds.
 OU0167
 OU0167.The orthometric height was determined by differential leveling
 OU0167.and adjusted by the National Geodetic Survey in June 1991..
 OU0167
 OU0167.The geoid height was determined by GEOID03.
 OU0167
 OU0167.The dynamic height is computed by dividing the NAVD 88
 OU0167.geopotential number by the normal gravity value computed on the
 OU0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0167.degrees latitude (g = 980.6199 gals.).
 OU0167
 OU0167.The modeled gravity was interpolated from observed gravity values.
 OU0167
 OU0167;                    North         East    Units  Estimated Accuracy
 OU0167;SPC WY E     -   319,320.      236,420.      MT  (+/- 180 meters Scaled)
 OU0167
 OU0167                          SUPERSEDED SURVEY CONTROL
 OU0167
 OU0167  NGVD 29 (??/??/92) 1360.740  (m)         4464.36   (f) ADJ UNCH    2 0
 OU0167
 OU0167.Superseded values are not recommended for survey control.
 OU0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0167.See file dsdata.txt to determine how the superseded data were derived.
 OU0167
 OU0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ229024(NAD 83)
 OU0167_MARKER: DB = BENCH MARK DISK
 OU0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0167_STAMPING: U 112 1956
 OU0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0167+STABILITY: SURFACE MOTION
 OU0167
 OU0167  HISTORY     - Date     Condition        Report By
 OU0167  HISTORY     - 1956     MONUMENTED       CGS
 OU0167  HISTORY     - 1957     GOOD             NGS
 OU0167
 OU0167                          STATION DESCRIPTION
 OU0167
 OU0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0167'19.7 MI SE FROM DULL CENTER.
 OU0167'1.85 MILES EAST ALONG A GRADED TRACK ROAD FROM THE ABANDONED
 OU0167'POST OFFICE SITE AT THE HARVEY NATCHMAN RANCH AT DULL CENTER,
 OU0167'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0167'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE
 OU0167'9.2 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 90 FEET EAST
 OU0167'OF THE TOP OF A HILL, 80 FEET SOUTH OF THE CENTER LINE OF A
 OU0167'ROAD, 2.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 OU0167'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND,
 OU0167'IN SECTION 7, TOWNSHIP 39 NORTH, RANGE 65 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0131 ***********************************************************************
 NQ0131  DESIGNATION -  U 113
 NQ0131  PID         -  NQ0131
 NQ0131  STATE/COUNTY-  WY/PLATTE
 NQ0131  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0131
 NQ0131                         *CURRENT SURVEY CONTROL
 NQ0131  ___________________________________________________________________
 NQ0131* NAD 83(1986)-  42 16 33.     (N)    104 54 14.     (W)     SCALED    
 NQ0131* NAVD 88     -      1403.108  (meters)    4603.36   (feet)  ADJUSTED  
 NQ0131  ___________________________________________________________________
 NQ0131  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 NQ0131  DYNAMIC HT  -        1402.231 (meters)    4600.49  (feet)  COMP
 NQ0131  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 NQ0131
 NQ0131  VERT ORDER  -  FIRST     CLASS II
 NQ0131
 NQ0131.The horizontal coordinates were scaled from a topographic map and have
 NQ0131.an estimated accuracy of +/- 6 seconds.
 NQ0131
 NQ0131.The orthometric height was determined by differential leveling
 NQ0131.and adjusted by the National Geodetic Survey in June 1991..
 NQ0131
 NQ0131.The geoid height was determined by GEOID03.
 NQ0131
 NQ0131.The dynamic height is computed by dividing the NAVD 88
 NQ0131.geopotential number by the normal gravity value computed on the
 NQ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0131.degrees latitude (g = 980.6199 gals.).
 NQ0131
 NQ0131.The modeled gravity was interpolated from observed gravity values.
 NQ0131
 NQ0131;                    North         East    Units  Estimated Accuracy
 NQ0131;SPC WY E     -   197,250.      221,680.      MT  (+/- 180 meters Scaled)
 NQ0131
 NQ0131                          SUPERSEDED SURVEY CONTROL
 NQ0131
 NQ0131  NGVD 29 (??/??/92) 1402.318  (m)         4600.77   (f) ADJ UNCH    1 2
 NQ0131
 NQ0131.Superseded values are not recommended for survey control.
 NQ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0131.See file dsdata.txt to determine how the superseded data were derived.
 NQ0131
 NQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG079804(NAD 83)
 NQ0131_MARKER: DB = BENCH MARK DISK
 NQ0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0131_SP_SET: BRIDGE
 NQ0131_STAMPING: U 113 1956
 NQ0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0131
 NQ0131  HISTORY     - Date     Condition        Report By
 NQ0131  HISTORY     - 1956     MONUMENTED       CGS
 NQ0131
 NQ0131                          STATION DESCRIPTION
 NQ0131
 NQ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0131'22 MI NW FROM WHEATLAND.
 NQ0131'22.0 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0131'FROM THE STATION AT WHEATLAND, 4 RAILS NORTHEAST OF MILEPOST
 NQ0131'236, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET BELOW THE
 NQ0131'TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE
 NQ0131'SOUTHWEST CONCRETE ABUTMENT OF TRESTLE 236.04, IN SECTION 33,
 NQ0131'TOWNSHIP 27 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0254 ***********************************************************************
 MP0254  DESIGNATION -  U 115
 MP0254  PID         -  MP0254
 MP0254  STATE/COUNTY-  WY/CARBON
 MP0254  USGS QUAD   -  RAWLINS PEAK (1983)
 MP0254
 MP0254                         *CURRENT SURVEY CONTROL
 MP0254  ___________________________________________________________________
 MP0254* NAD 83(1986)-  41 46 49.     (N)    107 15 32.     (W)     SCALED    
 MP0254* NAVD 88     -      2071.081  (meters)    6794.87   (feet)  ADJUSTED  
 MP0254  ___________________________________________________________________
 MP0254  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MP0254  DYNAMIC HT  -        2069.327 (meters)    6789.12  (feet)  COMP
 MP0254  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 MP0254
 MP0254  VERT ORDER  -  FIRST     CLASS II
 MP0254
 MP0254.The horizontal coordinates were scaled from a topographic map and have
 MP0254.an estimated accuracy of +/- 6 seconds.
 MP0254
 MP0254.The orthometric height was determined by differential leveling
 MP0254.and adjusted by the National Geodetic Survey in June 1991..
 MP0254.WARNING-Repeat measurements at this control monument indicate possible
 MP0254.vertical movement.
 MP0254
 MP0254.The geoid height was determined by GEOID03.
 MP0254
 MP0254.The dynamic height is computed by dividing the NAVD 88
 MP0254.geopotential number by the normal gravity value computed on the
 MP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0254.degrees latitude (g = 980.6199 gals.).
 MP0254
 MP0254.The modeled gravity was interpolated from observed gravity values.
 MP0254
 MP0254;                    North         East    Units  Estimated Accuracy
 MP0254;SPC WYEC     -   242,180.      406,190.      MT  (+/- 180 meters Scaled)
 MP0254
 MP0254                          SUPERSEDED SURVEY CONTROL
 MP0254
 MP0254  NGVD 29 (06/08/92) 2069.930  (m)         6791.10   (f) ADJUSTED    1 2
 MP0254
 MP0254.Superseded values are not recommended for survey control.
 MP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0254.See file dsdata.txt to determine how the superseded data were derived.
 MP0254
 MP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG122278(NAD 83)
 MP0254_MARKER: DB = BENCH MARK DISK
 MP0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0254_STAMPING: U 115 1956
 MP0254_MARK LOGO: CGS   
 MP0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0254+STABILITY: SURFACE MOTION
 MP0254
 MP0254  HISTORY     - Date     Condition        Report By
 MP0254  HISTORY     - 1956     MONUMENTED       CGS
 MP0254  HISTORY     - 1978     MARK NOT FOUND   USGS
 MP0254  HISTORY     - 1983     GOOD             NGS
 MP0254
 MP0254                          STATION DESCRIPTION
 MP0254
 MP0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0254'1.1 MI W FROM RAWLINS.
 MP0254'1.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0254'RAWLINS, 324 FEET NORTHWEST OF MILEPOST 684, 207 FEET NORTHWEST OF THE
 MP0254'NORTHWEST RAIL OF THE NORTHWEST TRACK, 65 FEET EAST OF AN UNDERGROUND
 MP0254'CABLE, 2.5 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 MP0254'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 MP0254'GROUND, IN THE NORTHEAST 2 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE
 MP0254'87 WEST.
 MP0254
 MP0254                          STATION RECOVERY (1978)
 MP0254
 MP0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 MP0254'MARK NOT FOUND.
 MP0254
 MP0254                          STATION RECOVERY (1983)
 MP0254
 MP0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0365 ***********************************************************************
 MP0365  DESIGNATION -  U 116
 MP0365  PID         -  MP0365
 MP0365  STATE/COUNTY-  WY/SWEETWATER
 MP0365  USGS QUAD   -  CRESTON JUNCTION (1981)
 MP0365
 MP0365                         *CURRENT SURVEY CONTROL
 MP0365  ___________________________________________________________________
 MP0365* NAD 83(1986)-  41 43 00.     (N)    107 39 05.     (W)     SCALED    
 MP0365* NAVD 88     -      2093.070  (meters)    6867.01   (feet)  ADJUSTED  
 MP0365  ___________________________________________________________________
 MP0365  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 MP0365  DYNAMIC HT  -        2091.204 (meters)    6860.89  (feet)  COMP
 MP0365  MODELED GRAV-     979,656.9   (mgal)                       NAVD 88
 MP0365
 MP0365  VERT ORDER  -  FIRST     CLASS II
 MP0365
 MP0365.The horizontal coordinates were scaled from a topographic map and have
 MP0365.an estimated accuracy of +/- 6 seconds.
 MP0365
 MP0365.The orthometric height was determined by differential leveling
 MP0365.and adjusted by the National Geodetic Survey in June 1991..
 MP0365
 MP0365.The geoid height was determined by GEOID03.
 MP0365
 MP0365.The dynamic height is computed by dividing the NAVD 88
 MP0365.geopotential number by the normal gravity value computed on the
 MP0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0365.degrees latitude (g = 980.6199 gals.).
 MP0365
 MP0365.The modeled gravity was interpolated from observed gravity values.
 MP0365
 MP0365;                    North         East    Units  Estimated Accuracy
 MP0365;SPC WYWC     -   135,690.      691,420.      MT  (+/- 180 meters Scaled)
 MP0365
 MP0365                          SUPERSEDED SURVEY CONTROL
 MP0365
 MP0365  NGVD 29 (06/08/92) 2091.815  (m)         6862.90   (f) ADJUSTED    1 2
 MP0365
 MP0365.Superseded values are not recommended for survey control.
 MP0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0365.See file dsdata.txt to determine how the superseded data were derived.
 MP0365
 MP0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG794217(NAD 83)
 MP0365_MARKER: DB = BENCH MARK DISK
 MP0365_SETTING: 66 = SET IN ROCK OUTCROP
 MP0365_SP_SET: SANDSTONE ROCK
 MP0365_STAMPING: U 116 1956
 MP0365_MARK LOGO: CGS   
 MP0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0365+STABILITY: POSITION/ELEVATION WELL
 MP0365
 MP0365  HISTORY     - Date     Condition        Report By
 MP0365  HISTORY     - 1956     MONUMENTED       CGS
 MP0365  HISTORY     - 1983     GOOD             NGS
 MP0365
 MP0365                          STATION DESCRIPTION
 MP0365
 MP0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0365'5.4 MI W FROM RINER.
 MP0365'5.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER TOWER
 MP0365'AT RINER, 1.0 MILE WEST OF THE STATION SIGN AT CHEROKEE, 86 FEET
 MP0365'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 50 FEET EAST
 MP0365'OF THE 9TH POLE WEST OF MILEPOST 706, 39 FEET SOUTHEAST OF A FENCE, ON
 MP0365'TOP OF A ROCKY HILL, SET IN THE TOP OF A SANDSTONE ROCK, IN SECTION 9,
 MP0365'TOWNSHIP 20 NORTH, RANGE 91 WEST.
 MP0365
 MP0365                          STATION RECOVERY (1983)
 MP0365
 MP0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0157 ***********************************************************************
 NQ0157  DESIGNATION -  U 119
 NQ0157  PID         -  NQ0157
 NQ0157  STATE/COUNTY-  WY/PLATTE
 NQ0157  USGS QUAD   -  WHEATLAND (1990)
 NQ0157
 NQ0157                         *CURRENT SURVEY CONTROL
 NQ0157  ___________________________________________________________________
 NQ0157* NAD 83(1986)-  42 05 57.     (N)    104 56 58.     (W)     SCALED    
 NQ0157* NAVD 88     -      1403.444  (meters)    4604.47   (feet)  ADJUSTED  
 NQ0157  ___________________________________________________________________
 NQ0157  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0157  DYNAMIC HT  -        1402.544 (meters)    4601.51  (feet)  COMP
 NQ0157  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 NQ0157
 NQ0157  VERT ORDER  -  FIRST     CLASS II
 NQ0157
 NQ0157.The horizontal coordinates were scaled from a topographic map and have
 NQ0157.an estimated accuracy of +/- 6 seconds.
 NQ0157
 NQ0157.The orthometric height was determined by differential leveling
 NQ0157.and adjusted by the National Geodetic Survey in June 1991..
 NQ0157
 NQ0157.The geoid height was determined by GEOID03.
 NQ0157
 NQ0157.The dynamic height is computed by dividing the NAVD 88
 NQ0157.geopotential number by the normal gravity value computed on the
 NQ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0157.degrees latitude (g = 980.6199 gals.).
 NQ0157
 NQ0157.The modeled gravity was interpolated from observed gravity values.
 NQ0157
 NQ0157;                    North         East    Units  Estimated Accuracy
 NQ0157;SPC WY E     -   177,620.      217,970.      MT  (+/- 180 meters Scaled)
 NQ0157
 NQ0157                          SUPERSEDED SURVEY CONTROL
 NQ0157
 NQ0157  NGVD 29 (??/??/92) 1402.648  (m)         4601.85   (f) ADJ UNCH    1 2
 NQ0157
 NQ0157.Superseded values are not recommended for survey control.
 NQ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0157.See file dsdata.txt to determine how the superseded data were derived.
 NQ0157
 NQ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG041607(NAD 83)
 NQ0157_MARKER: DB = BENCH MARK DISK
 NQ0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0157_STAMPING: U 119 1956
 NQ0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0157+STABILITY: SURFACE MOTION
 NQ0157
 NQ0157  HISTORY     - Date     Condition        Report By
 NQ0157  HISTORY     - 1956     MONUMENTED       CGS
 NQ0157  HISTORY     - 1985     GOOD             DMA
 NQ0157  HISTORY     - 20030924 MARK NOT FOUND   USPSQD
 NQ0157
 NQ0157                          STATION DESCRIPTION
 NQ0157
 NQ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0157'3 MI NW FROM WHEATLAND.
 NQ0157'3.05 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0157'FROM THE STATION AT WHEATLAND, 0.15 MILE SOUTH OF A ROAD CROSSING,
 NQ0157'9 1/2 RAILS NORTH OF MILEPOST 217, 89 FEET WEST OF THE WEST RAIL,
 NQ0157'49 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 87, 4.4 FEET
 NQ0157'EAST OF A TELEPHONE POLE, 2.2 FEET NORTH OF A WITNESS POST,
 NQ0157'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 NQ0157'THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 36, TOWNSHIP 25
 NQ0157'NORTH, RANGE 68 WEST.
 NQ0157
 NQ0157                          STATION RECOVERY (1985)
 NQ0157
 NQ0157'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0157'RECOVERED IN GOOD CONDITION.
 NQ0157
 NQ0157                          STATION RECOVERY (2003)
 NQ0157
 NQ0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJK)
 NQ0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0211 ***********************************************************************
 PX0211  DESIGNATION -  U 12
 PX0211  PID         -  PX0211
 PX0211  STATE/COUNTY-  WY/PARK
 PX0211  USGS QUAD   -  CHIMNEY ROCK (1991)
 PX0211
 PX0211                         *CURRENT SURVEY CONTROL
 PX0211  ___________________________________________________________________
 PX0211* NAD 83(1986)-  44 27 12.     (N)    109 50 21.     (W)     SCALED    
 PX0211* NAVD 88     -      1941.832  (meters)    6370.83   (feet)  POSTED    
 PX0211  ___________________________________________________________________
 PX0211  GEOID HEIGHT-          -7.66  (meters)                     GEOID03
 PX0211  DYNAMIC HT  -        1940.620 (meters)    6366.85  (feet)  COMP
 PX0211  MODELED GRAV-     979,923.4   (mgal)                       NAVD 88
 PX0211
 PX0211  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PX0211
 PX0211.The horizontal coordinates were scaled from a topographic map and have
 PX0211.an estimated accuracy of +/- 6 seconds.
 PX0211
 PX0211.The orthometric height was determined by differential leveling
 PX0211.and adjusted by the National Geodetic Survey in 1992..
 PX0211.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PX0211.rate of 1.1 thru 2.0 mm/km.
 PX0211
 PX0211.The geoid height was determined by GEOID03.
 PX0211
 PX0211.The dynamic height is computed by dividing the NAVD 88
 PX0211.geopotential number by the normal gravity value computed on the
 PX0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0211.degrees latitude (g = 980.6199 gals.).
 PX0211
 PX0211.The modeled gravity was interpolated from observed gravity values.
 PX0211
 PX0211;                    North         East    Units  Estimated Accuracy
 PX0211;SPC WYWC     -   439,700.      513,320.      MT  (+/- 180 meters Scaled)
 PX0211
 PX0211                          SUPERSEDED SURVEY CONTROL
 PX0211
 PX0211  NGVD 29 (??/??/92) 1940.534  (m)         6366.57   (f) ADJ UNCH    2 0
 PX0211
 PX0211.Superseded values are not recommended for survey control.
 PX0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0211.See file dsdata.txt to determine how the superseded data were derived.
 PX0211
 PX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ923228(NAD 83)
 PX0211_MARKER: DB = BENCH MARK DISK
 PX0211_SETTING: 80 = SET IN A BOULDER
 PX0211_STAMPING: 6366.316 U 12 1923
 PX0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0211+STABILITY: SURFACE MOTION
 PX0211
 PX0211  HISTORY     - Date     Condition        Report By
 PX0211  HISTORY     - 1923     MONUMENTED       CGS
 PX0211  HISTORY     - 1934     GOOD             NGS
 PX0211  HISTORY     - 1970     MARK NOT FOUND   USGS
 PX0211
 PX0211                          STATION DESCRIPTION
 PX0211
 PX0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0211'10.0 MI E FROM EAST ENTRANCE.
 PX0211'IN PARK COUNTY, 10.0 MILES EAST ALONG THE EAST ENTRANCE-CODY ROAD FROM
 PX0211'EAST ENTRANCE, YELLOWSTONE NATIONAL PARK, 130 YARDS EAST OF THE TENTH
 PX0211'MILEPOST FROM EAST ENTRANCE, 0.3 MILE WEST OF THE ENTRANCE TO THE GAME
 PX0211'COMMISSIONERS RESIDENCE, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD
 PX0211'AT SURVEY STATION 524+30, 2 FEET HIGHER THAN THE ROAD, AND IN THE TOP
 PX0211'OF A LARGE BOULDER.  A STANDARD DISK, STAMPED 6366.316 U 12 1923.
 PX0211
 PX0211                          STATION RECOVERY (1970)
 PX0211
 PX0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PX0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0215 ***********************************************************************
 PV0215  DESIGNATION -  U 120
 PV0215  PID         -  PV0215
 PV0215  STATE/COUNTY-  WY/CAMPBELL
 PV0215  USGS QUAD   -  ROZET SE (1971)
 PV0215
 PV0215                         *CURRENT SURVEY CONTROL
 PV0215  ___________________________________________________________________
 PV0215* NAD 83(1986)-  44 16 58.     (N)    105 06 53.     (W)     SCALED    
 PV0215* NAVD 88     -      1289.355  (meters)    4230.16   (feet)  ADJUSTED  
 PV0215  ___________________________________________________________________
 PV0215  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 PV0215  DYNAMIC HT  -        1288.829 (meters)    4228.43  (feet)  COMP
 PV0215  MODELED GRAV-     980,165.1   (mgal)                       NAVD 88
 PV0215
 PV0215  VERT ORDER  -  FIRST     CLASS II
 PV0215
 PV0215.The horizontal coordinates were scaled from a topographic map and have
 PV0215.an estimated accuracy of +/- 6 seconds.
 PV0215
 PV0215.The orthometric height was determined by differential leveling
 PV0215.and adjusted by the National Geodetic Survey in June 1991..
 PV0215.WARNING-Repeat measurements at this control monument indicate possible
 PV0215.vertical movement.
 PV0215
 PV0215.The geoid height was determined by GEOID03.
 PV0215
 PV0215.The dynamic height is computed by dividing the NAVD 88
 PV0215.geopotential number by the normal gravity value computed on the
 PV0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0215.degrees latitude (g = 980.6199 gals.).
 PV0215
 PV0215.The modeled gravity was interpolated from observed gravity values.
 PV0215
 PV0215;                    North         East    Units  Estimated Accuracy
 PV0215;SPC WY E     -   420,170.      204,150.      MT  (+/- 180 meters Scaled)
 PV0215
 PV0215                          SUPERSEDED SURVEY CONTROL
 PV0215
 PV0215  NGVD 29 (??/??/92) 1288.688  (m)         4227.97   (f) ADJ UNCH    1 2
 PV0215
 PV0215.Superseded values are not recommended for survey control.
 PV0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0215.See file dsdata.txt to determine how the superseded data were derived.
 PV0215
 PV0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK908032(NAD 83)
 PV0215_MARKER: DB = BENCH MARK DISK
 PV0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0215_SP_SET: CONCRETE POST
 PV0215_STAMPING: U 120 1957
 PV0215_MARK LOGO: CGS   
 PV0215_PROJECTION: PROJECTING 10 CENTIMETERS
 PV0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0215+STABILITY: SURFACE MOTION
 PV0215
 PV0215  HISTORY     - Date     Condition        Report By
 PV0215  HISTORY     - 1957     MONUMENTED       CGS
 PV0215  HISTORY     - 1985     GOOD             NGS
 PV0215  HISTORY     - 20000609 GOOD             USGS
 PV0215
 PV0215                          STATION DESCRIPTION
 PV0215
 PV0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0215'8.4 MI W FROM MOORCROFT.
 PV0215'8.45 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0215'FROM THE STATION AT MOORCROFT, 0.35 MILE EAST OF MILEPOST 578,
 PV0215'160 FEET WEST OF A POWER POLE WITH A LINE CROSSING OVER THE TRACK,
 PV0215'98 FEET NORTH OF THE NORTH RAIL, 75 FEET NORTHEAST OF A TELEPHONE
 PV0215'POLE, 2 FEET NORTH OF A FENCE LINE, 2 1/2 FEET WEST OF A CONCRETE
 PV0215'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK AND IN
 PV0215'THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 PV0215
 PV0215                          STATION RECOVERY (1985)
 PV0215
 PV0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0215'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--13.86 KM (8.61 MI) WEST
 PV0215'ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF US
 PV0215'HIGHWAY 14 AT MOORCROFT AND 218.5 METERS (717 FT) SOUTH OF THE HIGHWAY
 PV0215'CENTERLINE.
 PV0215'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 PV0215
 PV0215                          STATION RECOVERY (2000)
 PV0215
 PV0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0215'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0262 ***********************************************************************
 PV0262  DESIGNATION -  U 121
 PV0262  PID         -  PV0262
 PV0262  STATE/COUNTY-  WY/CAMPBELL
 PV0262  USGS QUAD   -  GILLETTE WEST (1971)
 PV0262
 PV0262                         *CURRENT SURVEY CONTROL
 PV0262  ___________________________________________________________________
 PV0262* NAD 83(1986)-  44 18 47.     (N)    105 31 51.     (W)     SCALED    
 PV0262* NAVD 88     -      1380.031  (meters)    4527.65   (feet)  ADJUSTED  
 PV0262  ___________________________________________________________________
 PV0262  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0262  DYNAMIC HT  -        1379.468 (meters)    4525.80  (feet)  COMP
 PV0262  MODELED GRAV-     980,161.8   (mgal)                       NAVD 88
 PV0262
 PV0262  VERT ORDER  -  FIRST     CLASS II
 PV0262
 PV0262.The horizontal coordinates were scaled from a topographic map and have
 PV0262.an estimated accuracy of +/- 6 seconds.
 PV0262
 PV0262.The orthometric height was determined by differential leveling
 PV0262.and adjusted by the National Geodetic Survey in June 1991..
 PV0262.WARNING-Repeat measurements at this control monument indicate possible
 PV0262.vertical movement.
 PV0262
 PV0262.The geoid height was determined by GEOID03.
 PV0262
 PV0262.The dynamic height is computed by dividing the NAVD 88
 PV0262.geopotential number by the normal gravity value computed on the
 PV0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0262.degrees latitude (g = 980.6199 gals.).
 PV0262
 PV0262.The modeled gravity was interpolated from observed gravity values.
 PV0262
 PV0262;                    North         East    Units  Estimated Accuracy
 PV0262;SPC WY E     -   423,600.      170,950.      MT  (+/- 180 meters Scaled)
 PV0262
 PV0262                          SUPERSEDED SURVEY CONTROL
 PV0262
 PV0262  NGVD 29 (??/??/92) 1379.396  (m)         4525.57   (f) ADJ UNCH    1 2
 PV0262
 PV0262.Superseded values are not recommended for survey control.
 PV0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0262.See file dsdata.txt to determine how the superseded data were derived.
 PV0262
 PV0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK576067(NAD 83)
 PV0262_MARKER: DB = BENCH MARK DISK
 PV0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0262_SP_SET: CONCRETE POST
 PV0262_STAMPING: U 121 1957
 PV0262_MARK LOGO: CGS   
 PV0262_PROJECTION: FLUSH
 PV0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0262+STABILITY: SURFACE MOTION
 PV0262
 PV0262  HISTORY     - Date     Condition        Report By
 PV0262  HISTORY     - 1957     MONUMENTED       CGS
 PV0262  HISTORY     - 1977     GOOD             NGS
 PV0262  HISTORY     - 1985     GOOD             NGS
 PV0262
 PV0262                          STATION DESCRIPTION
 PV0262
 PV0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0262'2.4 MI NW FROM GILLETTE.
 PV0262'ABOUT 1.25 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0262'RAILROAD FROM THE STATION AT GILLETTE, THENCE 1.1 MILES NORTH
 PV0262'ALONG U.S. HIGHWAY 16, 0.15 MILE NORTH OF A T FENCE CORNER,
 PV0262'97 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET NORTH OF
 PV0262'THE CENTER OF THE GATE ENTRANCE TO A FIELD, 1 1/2 FEET EAST OF
 PV0262'THE FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 PV0262'LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 PV0262'PROJECTING 6 INCHES.
 PV0262
 PV0262                          STATION RECOVERY (1977)
 PV0262
 PV0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PV0262'RECOVERED IN GOOD CONDITION.
 PV0262
 PV0262                          STATION RECOVERY (1985)
 PV0262
 PV0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0262'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.06 KM
 PV0262'(2.52 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF GILLETTE
 PV0262'AVENUE AT GILLETTE, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A
 PV0262'DIRT ROAD LEADING WEST, 0.20 KM (0.12 MI) NORTH OF A POWER LINE
 PV0262'CROSSING, 29.3 METERS (96 FT) WEST OF THE HIGHWAY CENTERLINE, 20.0
 PV0262'METERS (65.7 FT) SOUTH OF A POWER POLE, 16.8 METERS (55 FT) NORTH OF
 PV0262'THE CENTER OF THE ROAD, 0.5 METER (1.5 FT) EAST OF THE RIGHT OF WAY
 PV0262'FENCE.
 PV0262'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0262'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0300 ***********************************************************************
 PV0300  DESIGNATION -  U 122
 PV0300  PID         -  PV0300
 PV0300  STATE/COUNTY-  WY/CAMPBELL
 PV0300  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0300
 PV0300                         *CURRENT SURVEY CONTROL
 PV0300  ___________________________________________________________________
 PV0300* NAD 83(1986)-  44 26 11.     (N)    105 51 02.     (W)     SCALED    
 PV0300* NAVD 88     -      1260.059  (meters)    4134.04   (feet)  ADJUSTED  
 PV0300  ___________________________________________________________________
 PV0300  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 PV0300  DYNAMIC HT  -        1259.551 (meters)    4132.38  (feet)  COMP
 PV0300  MODELED GRAV-     980,171.4   (mgal)                       NAVD 88
 PV0300  OBS GRAVITY -     980,173.9   (mgal)                       GRAV_OBS
 PV0300
 PV0300  VERT ORDER  -  FIRST     CLASS II
 PV0300
 PV0300.The horizontal coordinates were scaled from a topographic map and have
 PV0300.an estimated accuracy of +/- 6 seconds.
 PV0300
 PV0300.The orthometric height was determined by differential leveling
 PV0300.and adjusted by the National Geodetic Survey in June 1991..
 PV0300
 PV0300.The geoid height was determined by GEOID03.
 PV0300
 PV0300.The dynamic height is computed by dividing the NAVD 88
 PV0300.geopotential number by the normal gravity value computed on the
 PV0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0300.degrees latitude (g = 980.6199 gals.).
 PV0300
 PV0300.The modeled gravity was interpolated from observed gravity values.
 PV0300.The observed gravity was obtained from relative gravimeter ties
 PV0300.to the IGSN71 gravity network.
 PV0300
 PV0300;                    North         East    Units  Estimated Accuracy
 PV0300;SPC WY E     -   437,460.      145,560.      MT  (+/- 180 meters Scaled)
 PV0300
 PV0300                          SUPERSEDED SURVEY CONTROL
 PV0300
 PV0300  NGVD 29 (??/??/92) 1259.381  (m)         4131.82   (f) ADJ UNCH    1 2
 PV0300
 PV0300.Superseded values are not recommended for survey control.
 PV0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0300.See file dsdata.txt to determine how the superseded data were derived.
 PV0300
 PV0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK323206(NAD 83)
 PV0300_MARKER: DB = BENCH MARK DISK
 PV0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0300_STAMPING: U 122 1957
 PV0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0300+STABILITY: SURFACE MOTION
 PV0300
 PV0300  HISTORY     - Date     Condition        Report By
 PV0300  HISTORY     - 1957     MONUMENTED       CGS
 PV0300
 PV0300                          STATION DESCRIPTION
 PV0300
 PV0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0300'21.8 MI SE FROM ARVADA.
 PV0300'ABOUT 21.75 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 PV0300'QUINCY RAILROAD FROM THE STATION AT ARVADA, 22.05 MILES NORTHWEST
 PV0300'OF THE STATION AT GILLETTE, 141 FEET SOUTHWEST AND ACROSS
 PV0300'THE TRACK FROM THE 10TH POLE NORTHWEST OF MILEPOST 619, AT THE
 PV0300'SOUTHEAST END OF A CUT, 86 FEET SOUTHWEST OF THE SOUTHWEST
 PV0300'RAIL, 46 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD,
 PV0300'32 FEET SOUTHEAST OF THE CENTER OF A GATE, 2 1/2 FEET NORTHEAST
 PV0300'OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 PV0300'ABOUT 2 FEET ABOVE THE TRACK AND IN THE TOP OF A CONCRETE POST
 PV0300'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0202 ***********************************************************************
 PW0202  DESIGNATION -  U 123
 PW0202  PID         -  PW0202
 PW0202  STATE/COUNTY-  WY/SHERIDAN
 PW0202  USGS QUAD   -  RANCHESTER (1978)
 PW0202
 PW0202                         *CURRENT SURVEY CONTROL
 PW0202  ___________________________________________________________________
 PW0202* NAD 83(1986)-  44 54 36.     (N)    107 09 25.     (W)     SCALED    
 PW0202* NAVD 88     -      1147.850  (meters)    3765.90   (feet)  ADJUSTED  
 PW0202  ___________________________________________________________________
 PW0202  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 PW0202  DYNAMIC HT  -        1147.446 (meters)    3764.58  (feet)  COMP
 PW0202  MODELED GRAV-     980,226.3   (mgal)                       NAVD 88
 PW0202
 PW0202  VERT ORDER  -  FIRST     CLASS II
 PW0202
 PW0202.The horizontal coordinates were scaled from a topographic map and have
 PW0202.an estimated accuracy of +/- 6 seconds.
 PW0202
 PW0202.The orthometric height was determined by differential leveling
 PW0202.and adjusted by the National Geodetic Survey in June 1991..
 PW0202
 PW0202.The geoid height was determined by GEOID03.
 PW0202
 PW0202.The dynamic height is computed by dividing the NAVD 88
 PW0202.geopotential number by the normal gravity value computed on the
 PW0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0202.degrees latitude (g = 980.6199 gals.).
 PW0202
 PW0202.The modeled gravity was interpolated from observed gravity values.
 PW0202
 PW0202;                    North         East    Units  Estimated Accuracy
 PW0202;SPC WYEC     -   589,880.      413,930.      MT  (+/- 180 meters Scaled)
 PW0202
 PW0202                          SUPERSEDED SURVEY CONTROL
 PW0202
 PW0202  NGVD 29 (??/??/92) 1147.098  (m)         3763.44   (f) ADJ UNCH    1 2
 PW0202
 PW0202.Superseded values are not recommended for survey control.
 PW0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0202.See file dsdata.txt to determine how the superseded data were derived.
 PW0202
 PW0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK297752(NAD 83)
 PW0202_MARKER: DB = BENCH MARK DISK
 PW0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0202_SP_SET: COLUMN
 PW0202_STAMPING: U 123 1957
 PW0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0202
 PW0202  HISTORY     - Date     Condition        Report By
 PW0202  HISTORY     - 1957     MONUMENTED       CGS
 PW0202  HISTORY     - 1966     GOOD             NGS
 PW0202  HISTORY     - 1983     GOOD             NGS
 PW0202
 PW0202                          STATION DESCRIPTION
 PW0202
 PW0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0202'0.3 MI E FROM RANCHESTER.
 PW0202'ABOUT 0.3 MILE EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0202'FROM THE STATION AT RANCHESTER, SET VERTICALLY IN THE SOUTH FACE OF
 PW0202'THE NORTHWEST COLUMN OF THE BENT STRADLING THE TRACK OF THE CB AND QRR
 PW0202'AND U.S. HIGHWAY 14 OVERPASS NUMBER 714.54, 6 1/2 FEET NORTH OF THE
 PW0202'NORTH RAIL OF THE MAIN TRACK, AND ABOUT 6 INCHES ABOVE THE LEVEL OF
 PW0202'THE TRACK.
 PW0202
 PW0202                          STATION RECOVERY (1966)
 PW0202
 PW0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PW0202'RECOVERED IN GOOD CONDITION.
 PW0202
 PW0202                          STATION RECOVERY (1983)
 PW0202
 PW0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0202'ADD: THE BENCH MARK IS BETWEEN THE TWO TRACKS AND THE MAIN TRACK IS
 PW0202'THE SOUTH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0028 ***********************************************************************
 OU0028  DESIGNATION -  U 124
 OU0028  PID         -  OU0028
 OU0028  STATE/COUNTY-  WY/WESTON
 OU0028  USGS QUAD   -  CLIFTON (1951)
 OU0028
 OU0028                         *CURRENT SURVEY CONTROL
 OU0028  ___________________________________________________________________
 OU0028* NAD 83(1986)-  43 39 44.     (N)    104 06 26.     (W)     SCALED    
 OU0028* NAVD 88     -      1215.185  (meters)    3986.82   (feet)  ADJUSTED  
 OU0028  ___________________________________________________________________
 OU0028  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 OU0028  DYNAMIC HT  -        1214.673 (meters)    3985.14  (feet)  COMP
 OU0028  MODELED GRAV-     980,155.3   (mgal)                       NAVD 88
 OU0028
 OU0028  VERT ORDER  -  FIRST     CLASS II
 OU0028
 OU0028.The horizontal coordinates were scaled from a topographic map and have
 OU0028.an estimated accuracy of +/- 6 seconds.
 OU0028
 OU0028.The orthometric height was determined by differential leveling
 OU0028.and adjusted by the National Geodetic Survey in June 1991..
 OU0028
 OU0028.The geoid height was determined by GEOID03.
 OU0028
 OU0028.The dynamic height is computed by dividing the NAVD 88
 OU0028.geopotential number by the normal gravity value computed on the
 OU0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0028.degrees latitude (g = 980.6199 gals.).
 OU0028
 OU0028.The modeled gravity was interpolated from observed gravity values.
 OU0028
 OU0028;                    North         East    Units  Estimated Accuracy
 OU0028;SPC WY E     -   351,770.      285,450.      MT  (+/- 180 meters Scaled)
 OU0028
 OU0028                          SUPERSEDED SURVEY CONTROL
 OU0028
 OU0028  NGVD 29 (??/??/92) 1214.592  (m)         3984.87   (f) ADJ UNCH    1 2
 OU0028
 OU0028.Superseded values are not recommended for survey control.
 OU0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0028.See file dsdata.txt to determine how the superseded data were derived.
 OU0028
 OU0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ719347(NAD 83)
 OU0028_MARKER: DB = BENCH MARK DISK
 OU0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OU0028_SP_SET: BRIDGE
 OU0028_STAMPING: U 124 1957
 OU0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0028
 OU0028  HISTORY     - Date     Condition        Report By
 OU0028  HISTORY     - 1957     MONUMENTED       CGS
 OU0028
 OU0028                          STATION DESCRIPTION
 OU0028
 OU0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0028'15 MI SE FROM NEWCASTLE.
 OU0028'ABOUT 14.95 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0028'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 31,
 OU0028'T. 43 N., R. 60 W., 11 POLES SOUTH OF MILEPOST 506, IN THE TOP
 OU0028'OF THE EAST END OF THE CENTER PIER OF A SMALL CONCRETE BRIDGE,
 OU0028'6 1/2 FEET EAST OF THE EAST RAIL AND ABOUT 3 FEET BELOW THE TOP
 OU0028'OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0066 ***********************************************************************
 OU0066  DESIGNATION -  U 125
 OU0066  PID         -  OU0066
 OU0066  STATE/COUNTY-  WY/WESTON
 OU0066  USGS QUAD   -  PEDRO (1972)
 OU0066
 OU0066                         *CURRENT SURVEY CONTROL
 OU0066  ___________________________________________________________________
 OU0066* NAD 83(1986)-  43 55 04.     (N)    104 21 16.     (W)     SCALED    
 OU0066* NAVD 88     -      1278.733  (meters)    4195.31   (feet)  ADJUSTED  
 OU0066  ___________________________________________________________________
 OU0066  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OU0066  DYNAMIC HT  -        1278.185 (meters)    4193.51  (feet)  COMP
 OU0066  MODELED GRAV-     980,145.6   (mgal)                       NAVD 88
 OU0066
 OU0066  VERT ORDER  -  FIRST     CLASS II
 OU0066
 OU0066.The horizontal coordinates were scaled from a topographic map and have
 OU0066.an estimated accuracy of +/- 6 seconds.
 OU0066
 OU0066.The orthometric height was determined by differential leveling
 OU0066.and adjusted by the National Geodetic Survey in June 1991..
 OU0066
 OU0066.The geoid height was determined by GEOID03.
 OU0066
 OU0066.The dynamic height is computed by dividing the NAVD 88
 OU0066.geopotential number by the normal gravity value computed on the
 OU0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0066.degrees latitude (g = 980.6199 gals.).
 OU0066
 OU0066.The modeled gravity was interpolated from observed gravity values.
 OU0066
 OU0066;                    North         East    Units  Estimated Accuracy
 OU0066;SPC WY E     -   379,940.      265,230.      MT  (+/- 180 meters Scaled)
 OU0066
 OU0066                          SUPERSEDED SURVEY CONTROL
 OU0066
 OU0066  NGVD 29 (??/??/92) 1278.098  (m)         4193.23   (f) ADJ UNCH    1 2
 OU0066
 OU0066.Superseded values are not recommended for survey control.
 OU0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0066.See file dsdata.txt to determine how the superseded data were derived.
 OU0066
 OU0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ518629(NAD 83)
 OU0066_MARKER: DB = BENCH MARK DISK
 OU0066_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OU0066_SP_SET: BRIDGE ABUTMENT
 OU0066_STAMPING: U 125 1957
 OU0066_MARK LOGO: CGS   
 OU0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0066
 OU0066  HISTORY     - Date     Condition        Report By
 OU0066  HISTORY     - 1957     MONUMENTED       CGS
 OU0066  HISTORY     - 1985     GOOD             NGS
 OU0066
 OU0066                          STATION DESCRIPTION
 OU0066
 OU0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0066'5.5 MI SE FROM OSAGE.
 OU0066'ABOUT 5.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0066'QUINCY RAILROAD FROM THE STATION AT OSAGE, IN THE TOP OF THE
 OU0066'NORTHEAST END OF THE NORTHWEST ABUTMENT OF BRIDGE 529.87, 5 1/2
 OU0066'FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT 1 FOOT LOWER THAN
 OU0066'THE TRACK.
 OU0066
 OU0066                          STATION RECOVERY (1985)
 OU0066
 OU0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0066'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--15.25 KM (9.6 MI) NORTHWEST
 OU0066'ALONG US HIGHWAY 16 FROM THE COUNTY COURTHOUSE AT NEWCASTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0029 ***********************************************************************
 PW0029  DESIGNATION -  U 126
 PW0029  PID         -  PW0029
 PW0029  STATE/COUNTY-  WY/SHERIDAN
 PW0029  USGS QUAD   -  LEITER (1971)
 PW0029
 PW0029                         *CURRENT SURVEY CONTROL
 PW0029  ___________________________________________________________________
 PW0029* NAD 83(1986)-  44 42 43.     (N)    106 18 25.     (W)     SCALED    
 PW0029* NAVD 88     -      1158.877  (meters)    3802.08   (feet)  ADJUSTED  
 PW0029  ___________________________________________________________________
 PW0029  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 PW0029  DYNAMIC HT  -        1158.440 (meters)    3800.65  (feet)  COMP
 PW0029  MODELED GRAV-     980,200.9   (mgal)                       NAVD 88
 PW0029
 PW0029  VERT ORDER  -  FIRST     CLASS II
 PW0029
 PW0029.The horizontal coordinates were scaled from a topographic map and have
 PW0029.an estimated accuracy of +/- 6 seconds.
 PW0029
 PW0029.The orthometric height was determined by differential leveling
 PW0029.and adjusted by the National Geodetic Survey in June 1991..
 PW0029
 PW0029.The geoid height was determined by GEOID03.
 PW0029
 PW0029.The dynamic height is computed by dividing the NAVD 88
 PW0029.geopotential number by the normal gravity value computed on the
 PW0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0029.degrees latitude (g = 980.6199 gals.).
 PW0029
 PW0029.The modeled gravity was interpolated from observed gravity values.
 PW0029
 PW0029;                    North         East    Units  Estimated Accuracy
 PW0029;SPC WYEC     -   568,370.      481,330.      MT  (+/- 180 meters Scaled)
 PW0029
 PW0029                          SUPERSEDED SURVEY CONTROL
 PW0029
 PW0029  NGVD 29 (??/??/92) 1158.176  (m)         3799.78   (f) ADJ UNCH    1 2
 PW0029
 PW0029.Superseded values are not recommended for survey control.
 PW0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0029.See file dsdata.txt to determine how the superseded data were derived.
 PW0029
 PW0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK964517(NAD 83)
 PW0029_MARKER: DB = BENCH MARK DISK
 PW0029_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0029_SP_SET: 50 FEET
 PW0029_STAMPING: U 126 1957
 PW0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0029
 PW0029  HISTORY     - Date     Condition        Report By
 PW0029  HISTORY     - 1957     MONUMENTED       CGS
 PW0029
 PW0029                          STATION DESCRIPTION
 PW0029
 PW0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0029'6.7 MI NE FROM CLEARMONT.
 PW0029'6.7 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0029'FROM THE STATION AT CLEARMONT, 103 FEET NORTH OF AND ACROSS THE SIDE
 PW0029'TRACK FROM MILEPOST 654, AT THE BIG CORRAL SIDING, 62 FEET NORTHWEST
 PW0029'OF NORTHWEST RAIL OF THE MAIN TRACK, 283 FEET WEST-SOUTHWEST OF THE
 PW0029'SWITCH STAND AT THE NORTHEAST END OF THE BIG CORRAL SIDING, 171 FEET
 PW0029'NORTHEAST OF THE NORTHEAST END OF A GRAIN ELEVATOR, 16 1/2 FEET
 PW0029'NORTHWEST OF THE RIGHT OF WAY FENCE, 3 1/2 FEET SOUTHEAST OF A WHITE
 PW0029'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND ON THE TOP OF A
 PW0029'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 50 FEET AND IS
 PW0029'ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0039 ***********************************************************************
 PW0039  DESIGNATION -  U 127
 PW0039  PID         -  PW0039
 PW0039  STATE/COUNTY-  WY/SHERIDAN
 PW0039  USGS QUAD   -  CLEARMONT (1971)
 PW0039
 PW0039                         *CURRENT SURVEY CONTROL
 PW0039  ___________________________________________________________________
 PW0039* NAD 83(1986)-  44 38 01.     (N)    106 23 15.     (W)     SCALED    
 PW0039* NAVD 88     -      1192.464  (meters)    3912.28   (feet)  ADJUSTED  
 PW0039  ___________________________________________________________________
 PW0039  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 PW0039  DYNAMIC HT  -        1191.995 (meters)    3910.74  (feet)  COMP
 PW0039  MODELED GRAV-     980,184.1   (mgal)                       NAVD 88
 PW0039
 PW0039  VERT ORDER  -  FIRST     CLASS II
 PW0039
 PW0039.The horizontal coordinates were scaled from a topographic map and have
 PW0039.an estimated accuracy of +/- 6 seconds.
 PW0039
 PW0039.The orthometric height was determined by differential leveling
 PW0039.and adjusted by the National Geodetic Survey in June 1991..
 PW0039
 PW0039.The geoid height was determined by GEOID03.
 PW0039
 PW0039.The dynamic height is computed by dividing the NAVD 88
 PW0039.geopotential number by the normal gravity value computed on the
 PW0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0039.degrees latitude (g = 980.6199 gals.).
 PW0039
 PW0039.The modeled gravity was interpolated from observed gravity values.
 PW0039
 PW0039;                    North         East    Units  Estimated Accuracy
 PW0039;SPC WYEC     -   559,590.      475,050.      MT  (+/- 180 meters Scaled)
 PW0039
 PW0039                          SUPERSEDED SURVEY CONTROL
 PW0039
 PW0039  NGVD 29 (??/??/92) 1191.746  (m)         3909.92   (f) ADJ UNCH    1 2
 PW0039
 PW0039.Superseded values are not recommended for survey control.
 PW0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0039.See file dsdata.txt to determine how the superseded data were derived.
 PW0039
 PW0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK899431(NAD 83)
 PW0039_MARKER: DB = BENCH MARK DISK
 PW0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0039_STAMPING: U 127 1957
 PW0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0039+STABILITY: SURFACE MOTION
 PW0039
 PW0039  HISTORY     - Date     Condition        Report By
 PW0039  HISTORY     - 1957     MONUMENTED       CGS
 PW0039
 PW0039                          STATION DESCRIPTION
 PW0039
 PW0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0039'0.4 MI SW FROM CLEARMONT.
 PW0039'0.4 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0039'FROM THE STATION AT CLEARMONT, 8 FEET NORTHEAST OF THE 3RD POLE
 PW0039'SOUTHWEST OF MILEPOST 661, 45 FEET NORTHWEST OF THE NORTHWEST CORNER
 PW0039'OF BRIDGE NUMBER 661.06, 66 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 PW0039'THE MAIN TRACK, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 PW0039'3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 PW0039'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0147 ***********************************************************************
 PW0147  DESIGNATION -  U 128
 PW0147  PID         -  PW0147
 PW0147  STATE/COUNTY-  WY/SHERIDAN
 PW0147  USGS QUAD   -  WYARNO (1977)
 PW0147
 PW0147                         *CURRENT SURVEY CONTROL
 PW0147  ___________________________________________________________________
 PW0147* NAD 83(1986)-  44 50 18.     (N)    106 51 06.     (W)     SCALED    
 PW0147* NAVD 88     -      1146.372  (meters)    3761.06   (feet)  ADJUSTED  
 PW0147  ___________________________________________________________________
 PW0147  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 PW0147  DYNAMIC HT  -        1145.971 (meters)    3759.74  (feet)  COMP
 PW0147  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 PW0147
 PW0147  VERT ORDER  -  FIRST     CLASS II
 PW0147
 PW0147.The horizontal coordinates were scaled from a topographic map and have
 PW0147.an estimated accuracy of +/- 6 seconds.
 PW0147
 PW0147.The orthometric height was determined by differential leveling
 PW0147.and adjusted by the National Geodetic Survey in June 1991..
 PW0147
 PW0147.The geoid height was determined by GEOID03.
 PW0147
 PW0147.The dynamic height is computed by dividing the NAVD 88
 PW0147.geopotential number by the normal gravity value computed on the
 PW0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0147.degrees latitude (g = 980.6199 gals.).
 PW0147
 PW0147.The modeled gravity was interpolated from observed gravity values.
 PW0147
 PW0147;                    North         East    Units  Estimated Accuracy
 PW0147;SPC WYEC     -   582,010.      438,080.      MT  (+/- 180 meters Scaled)
 PW0147
 PW0147                          SUPERSEDED SURVEY CONTROL
 PW0147
 PW0147  NGVD 29 (??/??/92) 1145.661  (m)         3758.72   (f) ADJ UNCH    1 2
 PW0147
 PW0147.Superseded values are not recommended for survey control.
 PW0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0147.See file dsdata.txt to determine how the superseded data were derived.
 PW0147
 PW0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK536666(NAD 83)
 PW0147_MARKER: DB = BENCH MARK DISK
 PW0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0147_STAMPING: U 128 1957
 PW0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0147+STABILITY: SURFACE MOTION
 PW0147
 PW0147  HISTORY     - Date     Condition        Report By
 PW0147  HISTORY     - 1957     MONUMENTED       CGS
 PW0147
 PW0147                          STATION DESCRIPTION
 PW0147
 PW0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0147'7.0 MI NE FROM SHERIDAN.
 PW0147'7.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0147'FROM THE STATION AT SHERIDAN, 17 POLES EAST OF MILEPOST 692, 51 FEET
 PW0147'NORTH OF THE NORTH RAIL, 19 FEET SOUTHWEST OF A TELEPHONE POLE WITH
 PW0147'GUY WIRE, AT THE EAST END OF A SMALL CUT, 2 1/2 FEET NORTH OF A FENCE,
 PW0147'2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE
 PW0147'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 PW0147'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0203 ***********************************************************************
 PW0203  DESIGNATION -  U 129
 PW0203  PID         -  PW0203
 PW0203  STATE/COUNTY-  WY/SHERIDAN
 PW0203  USGS QUAD   -  MONARCH (1978)
 PW0203
 PW0203                         *CURRENT SURVEY CONTROL
 PW0203  ___________________________________________________________________
 PW0203* NAD 83(1986)-  44 54 37.     (N)    107 07 14.     (W)     SCALED    
 PW0203* NAVD 88     -      1137.643  (meters)    3732.42   (feet)  ADJUSTED  
 PW0203  ___________________________________________________________________
 PW0203  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 PW0203  DYNAMIC HT  -        1137.236 (meters)    3731.08  (feet)  COMP
 PW0203  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 PW0203
 PW0203  VERT ORDER  -  FIRST     CLASS II
 PW0203
 PW0203.The horizontal coordinates were scaled from a topographic map and have
 PW0203.an estimated accuracy of +/- 6 seconds.
 PW0203
 PW0203.The orthometric height was determined by differential leveling
 PW0203.and adjusted by the National Geodetic Survey in June 1991..
 PW0203
 PW0203.The geoid height was determined by GEOID03.
 PW0203
 PW0203.The dynamic height is computed by dividing the NAVD 88
 PW0203.geopotential number by the normal gravity value computed on the
 PW0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0203.degrees latitude (g = 980.6199 gals.).
 PW0203
 PW0203.The modeled gravity was interpolated from observed gravity values.
 PW0203
 PW0203;                    North         East    Units  Estimated Accuracy
 PW0203;SPC WYEC     -   589,920.      416,800.      MT  (+/- 180 meters Scaled)
 PW0203
 PW0203                          SUPERSEDED SURVEY CONTROL
 PW0203
 PW0203  NGVD 29 (??/??/92) 1136.887  (m)         3729.94   (f) ADJ UNCH    1 2
 PW0203
 PW0203.Superseded values are not recommended for survey control.
 PW0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0203.See file dsdata.txt to determine how the superseded data were derived.
 PW0203
 PW0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK326751(NAD 83)
 PW0203_MARKER: DB = BENCH MARK DISK
 PW0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0203_SP_SET: ABUTMENT
 PW0203_STAMPING: U 129 1957
 PW0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0203
 PW0203  HISTORY     - Date     Condition        Report By
 PW0203  HISTORY     - 1957     MONUMENTED       CGS
 PW0203  HISTORY     - 1983     GOOD             NGS
 PW0203
 PW0203                          STATION DESCRIPTION
 PW0203
 PW0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0203'2.1 MI E FROM RANCHESTER.
 PW0203'ABOUT 2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON, AND QUINCY
 PW0203'RAILROAD FROM THE STATION AT RANCHESTER, AT A ROAD CROSSING, IN THE
 PW0203'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NUMBER
 PW0203'712.77 OVER SIX MILE CREEK, 5 1/2 FEET SOUTH OF THE SOUTH RAIL, AND
 PW0203'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 PW0203
 PW0203                          STATION RECOVERY (1983)
 PW0203
 PW0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0073 ***********************************************************************
 PY0073  DESIGNATION -  U 13
 PY0073  PID         -  PY0073
 PY0073  STATE/COUNTY-  WY/TETON
 PY0073  USGS QUAD   -  FLAGG RANCH (1996)
 PY0073
 PY0073                         *CURRENT SURVEY CONTROL
 PY0073  ___________________________________________________________________
 PY0073* NAD 83(1986)-  44 04 38.     (N)    110 41 05.     (W)     SCALED    
 PY0073* NAVD 88     -      2089.777  (meters)    6856.21   (feet)  ADJUSTED  
 PY0073  ___________________________________________________________________
 PY0073  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0073  DYNAMIC HT  -        2088.451 (meters)    6851.86  (feet)  COMP
 PY0073  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 PY0073
 PY0073  VERT ORDER  -  FIRST     CLASS II
 PY0073
 PY0073.The horizontal coordinates were scaled from a topographic map and have
 PY0073.an estimated accuracy of +/- 6 seconds.
 PY0073
 PY0073.The orthometric height was determined by differential leveling
 PY0073.and adjusted by the National Geodetic Survey in June 1991..
 PY0073
 PY0073.The geoid height was determined by GEOID03.
 PY0073
 PY0073.The dynamic height is computed by dividing the NAVD 88
 PY0073.geopotential number by the normal gravity value computed on the
 PY0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0073.degrees latitude (g = 980.6199 gals.).
 PY0073
 PY0073.The modeled gravity was interpolated from observed gravity values.
 PY0073
 PY0073;                    North         East    Units  Estimated Accuracy
 PY0073;SPC WY W     -   497,510.      751,830.      MT  (+/- 180 meters Scaled)
 PY0073
 PY0073                          SUPERSEDED SURVEY CONTROL
 PY0073
 PY0073  NGVD 29 (??/??/92) 2088.491  (m)         6851.99   (f) ADJ UNCH    1 2
 PY0073
 PY0073.Superseded values are not recommended for survey control.
 PY0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0073.See file dsdata.txt to determine how the superseded data were derived.
 PY0073
 PY0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP252804(NAD 83)
 PY0073_MARKER: DB = BENCH MARK DISK
 PY0073_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PY0073_SP_SET: UNSPECIFIED ROCK
 PY0073_STAMPING: U 13 1923 6851.919
 PY0073_MARK LOGO: CGS   
 PY0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0073
 PY0073  HISTORY     - Date     Condition        Report By
 PY0073  HISTORY     - 1923     MONUMENTED       CGS
 PY0073  HISTORY     - 1956     GOOD             USGS
 PY0073  HISTORY     - 1977     GOOD             USGS
 PY0073
 PY0073                          STATION DESCRIPTION
 PY0073
 PY0073'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0073'4.4 MI S FROM SOUTH ENTRANCE.
 PY0073'IN TETON COUNTY, 4.4 MILES SOUTH ALONG US 89-287 FROM SOUTH ENTRANCE,
 PY0073'YELLOWSTONE NATIONAL PARK, 1.8 MILES SOUTH OF FLAGG RANCH, 27 FEET
 PY0073'EAST OF HIGHWAY CENTERLINE, AT SOUTH POINT OF TREES WHERE OLD AND NEW
 PY0073'ROADS JOIN, ABOUT 1 FOOT LOWER THAN HIGHWAY AND IN THE TOP OF A ROCK.
 PY0073'A STANDARD DISK, STAMPED 6851.919 U 13 1923.
 PY0073
 PY0073                          STATION RECOVERY (1977)
 PY0073
 PY0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PY0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0176 ***********************************************************************
 MO0176  DESIGNATION -  U 130
 MO0176  PID         -  MO0176
 MO0176  STATE/COUNTY-  WY/LARAMIE
 MO0176  USGS QUAD   -  POLE CREEK RANCH (1991)
 MO0176
 MO0176                         *CURRENT SURVEY CONTROL
 MO0176  ___________________________________________________________________
 MO0176* NAD 83(1986)-  41 21 34.     (N)    104 40 21.     (W)     SCALED    
 MO0176* NAVD 88     -      1829.372  (meters)    6001.86   (feet)  ADJUSTED  
 MO0176  ___________________________________________________________________
 MO0176  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 MO0176  DYNAMIC HT  -        1827.852 (meters)    5996.88  (feet)  COMP
 MO0176  MODELED GRAV-     979,727.3   (mgal)                       NAVD 88
 MO0176
 MO0176  VERT ORDER  -  SECOND    CLASS 0
 MO0176
 MO0176.The horizontal coordinates were scaled from a topographic map and have
 MO0176.an estimated accuracy of +/- 6 seconds.
 MO0176
 MO0176.The orthometric height was determined by differential leveling
 MO0176.and adjusted by the National Geodetic Survey in June 1991..
 MO0176
 MO0176.The geoid height was determined by GEOID03.
 MO0176
 MO0176.The dynamic height is computed by dividing the NAVD 88
 MO0176.geopotential number by the normal gravity value computed on the
 MO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0176.degrees latitude (g = 980.6199 gals.).
 MO0176
 MO0176.The modeled gravity was interpolated from observed gravity values.
 MO0176
 MO0176;                    North         East    Units  Estimated Accuracy
 MO0176;SPC WY E     -    95,560.      241,350.      MT  (+/- 180 meters Scaled)
 MO0176
 MO0176                          SUPERSEDED SURVEY CONTROL
 MO0176
 MO0176  NGVD 29 (??/??/92) 1828.414  (m)         5998.72   (f) ADJ UNCH    2 0
 MO0176
 MO0176.Superseded values are not recommended for survey control.
 MO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0176.See file dsdata.txt to determine how the superseded data were derived.
 MO0176
 MO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF273787(NAD 83)
 MO0176_MARKER: DB = BENCH MARK DISK
 MO0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0176_STAMPING: U 130 1959
 MO0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0176+STABILITY: SURFACE MOTION
 MO0176
 MO0176  HISTORY     - Date     Condition        Report By
 MO0176  HISTORY     - 1959     MONUMENTED       CGS
 MO0176
 MO0176                          STATION DESCRIPTION
 MO0176
 MO0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0176'20.5 MI NE FROM CHEYENNE.
 MO0176'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL IN
 MO0176'CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE 5.7
 MO0176'MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE 10.0 MILES NORTHEAST
 MO0176'ON U.S. HIGHWAY 85, THENCE NORTH ON GRAVELED ROAD FOR 2.5 MILES,
 MO0176'THENCE EAST ON GRAVELED ROAD FOR 1.1 MILE, AT CURVE IN THE ROAD,
 MO0176'98 FEET WEST OF THE CENTER LINE OF THE ROAD AT THE INTERSECTION
 MO0176'OF A TRACK ROAD TO EAST, 2 FEET SOUTH OF A TELEPHONE POLE AND 5
 MO0176'FEET LOWER THAN THE ROAD.  SET IN A CONCRETE POST PROJECTING 3
 MO0176'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0255 ***********************************************************************
 MQ0255  DESIGNATION -  U 131
 MQ0255  PID         -  MQ0255
 MQ0255  STATE/COUNTY-  WY/SWEETWATER
 MQ0255  USGS QUAD   -  BRYAN (1980)
 MQ0255
 MQ0255                         *CURRENT SURVEY CONTROL
 MQ0255  ___________________________________________________________________
 MQ0255* NAD 83(1986)-  41 32 50.     (N)    109 40 09.     (W)     SCALED    
 MQ0255* NAVD 88     -      1888.611  (meters)    6196.22   (feet)  ADJUSTED  
 MQ0255  ___________________________________________________________________
 MQ0255  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 MQ0255  DYNAMIC HT  -        1886.970 (meters)    6190.83  (feet)  COMP
 MQ0255  MODELED GRAV-     979,687.4   (mgal)                       NAVD 88
 MQ0255
 MQ0255  VERT ORDER  -  FIRST     CLASS II
 MQ0255
 MQ0255.The horizontal coordinates were scaled from a topographic map and have
 MQ0255.an estimated accuracy of +/- 6 seconds.
 MQ0255
 MQ0255.The orthometric height was determined by differential leveling
 MQ0255.and adjusted by the National Geodetic Survey in June 1991..
 MQ0255
 MQ0255.The geoid height was determined by GEOID03.
 MQ0255
 MQ0255.The dynamic height is computed by dividing the NAVD 88
 MQ0255.geopotential number by the normal gravity value computed on the
 MQ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0255.degrees latitude (g = 980.6199 gals.).
 MQ0255
 MQ0255.The modeled gravity was interpolated from observed gravity values.
 MQ0255
 MQ0255;                    North         East    Units  Estimated Accuracy
 MQ0255;SPC WYWC     -   116,700.      523,310.      MT  (+/- 180 meters Scaled)
 MQ0255
 MQ0255                          SUPERSEDED SURVEY CONTROL
 MQ0255
 MQ0255  NGVD 29 (06/08/92) 1887.285  (m)         6191.87   (f) ADJUSTED    1 2
 MQ0255
 MQ0255.Superseded values are not recommended for survey control.
 MQ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0255.See file dsdata.txt to determine how the superseded data were derived.
 MQ0255
 MQ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM109003(NAD 83)
 MQ0255_MARKER: DB = BENCH MARK DISK
 MQ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0255_STAMPING: U 131 1958
 MQ0255_MARK LOGO: CGS   
 MQ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0255+STABILITY: SURFACE MOTION
 MQ0255
 MQ0255  HISTORY     - Date     Condition        Report By
 MQ0255  HISTORY     - 1958     MONUMENTED       CGS
 MQ0255  HISTORY     - 1983     GOOD             NGS
 MQ0255
 MQ0255                          STATION DESCRIPTION
 MQ0255
 MQ0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0255'11.5 MI W FROM GREEN RIVER.
 MQ0255'ABOUT 11.5 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0255'GREEN RIVER, 168 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 MQ0255'0.15 MILE WEST OF THE JUNCTION WITH A DIRT ROAD LEADING SOUTHWEST
 MQ0255'ABOUT 0.1 MILE EAST OF A LARGE CULVERT UNDER THE HIGHWAY, 2 FEET WEST
 MQ0255'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP
 MQ0255'OF A CONCRETE POST PROJECTING 6 INCHES.
 MQ0255
 MQ0255                          STATION RECOVERY (1983)
 MQ0255
 MQ0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0255'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0255'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.  ADD  63.1
 MQ0255'METERS (207.0 FT) EAST OF UTILITY POLE NUMBER 132900 AND A UTILITY
 MQ0255'LINE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0009 ***********************************************************************
 MR0009  DESIGNATION -  U 132
 MR0009  PID         -  MR0009
 MR0009  STATE/COUNTY-  WY/UINTA
 MR0009  USGS QUAD   -  VERNE (1969)
 MR0009
 MR0009                         *CURRENT SURVEY CONTROL
 MR0009  ___________________________________________________________________
 MR0009* NAD 83(1986)-  41 34 11.     (N)    110 06 44.     (W)     SCALED    
 MR0009* NAVD 88     -      1928.943  (meters)    6328.54   (feet)  ADJUSTED  
 MR0009  ___________________________________________________________________
 MR0009  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 MR0009  DYNAMIC HT  -        1927.276 (meters)    6323.07  (feet)  COMP
 MR0009  MODELED GRAV-     979,690.6   (mgal)                       NAVD 88
 MR0009
 MR0009  VERT ORDER  -  FIRST     CLASS II
 MR0009
 MR0009.The horizontal coordinates were scaled from a topographic map and have
 MR0009.an estimated accuracy of +/- 6 seconds.
 MR0009
 MR0009.The orthometric height was determined by differential leveling
 MR0009.and adjusted by the National Geodetic Survey in June 1991..
 MR0009.WARNING-Repeat measurements at this control monument indicate possible
 MR0009.vertical movement.
 MR0009
 MR0009.The geoid height was determined by GEOID03.
 MR0009
 MR0009.The dynamic height is computed by dividing the NAVD 88
 MR0009.geopotential number by the normal gravity value computed on the
 MR0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0009.degrees latitude (g = 980.6199 gals.).
 MR0009
 MR0009.The modeled gravity was interpolated from observed gravity values.
 MR0009
 MR0009;                    North         East    Units  Estimated Accuracy
 MR0009;SPC WY W     -   218,790.      797,590.      MT  (+/- 180 meters Scaled)
 MR0009
 MR0009                          SUPERSEDED SURVEY CONTROL
 MR0009
 MR0009  NGVD 29 (06/08/92) 1927.628  (m)         6324.23   (f) ADJUSTED    1 2
 MR0009
 MR0009.Superseded values are not recommended for survey control.
 MR0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0009.See file dsdata.txt to determine how the superseded data were derived.
 MR0009
 MR0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM740023(NAD 83)
 MR0009_MARKER: DB = BENCH MARK DISK
 MR0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0009_STAMPING: U 132 1958
 MR0009_MARK LOGO: CGS   
 MR0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0009+STABILITY: SURFACE MOTION
 MR0009
 MR0009  HISTORY     - Date     Condition        Report By
 MR0009  HISTORY     - 1958     MONUMENTED       CGS
 MR0009  HISTORY     - 1983     GOOD             NGS
 MR0009
 MR0009                          STATION DESCRIPTION
 MR0009
 MR0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0009'7.8 MI SW FROM GRANGER.
 MR0009'ABOUT 7.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0009'STATION AT GRANGER, 26 FEET WEST OF MILEPOST 855, 78 FEET SOUTH OF THE
 MR0009'SOUTH RAIL, 106 FEET NORTH OF THE RIGHT OF WAY FENCE, IN LINE WITH THE
 MR0009'TELEPHONE POLES, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 MR0009'5 FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING
 MR0009'6 INCHES.
 MR0009
 MR0009                          STATION RECOVERY (1983)
 MR0009
 MR0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0073 ***********************************************************************
 MR0073  DESIGNATION -  U 133
 MR0073  PID         -  MR0073
 MR0073  STATE/COUNTY-  WY/UINTA
 MR0073  USGS QUAD   -  CARTER (1964)
 MR0073
 MR0073                         *CURRENT SURVEY CONTROL
 MR0073  ___________________________________________________________________
 MR0073* NAD 83(1986)-  41 25 51.     (N)    110 28 29.     (W)     SCALED    
 MR0073* NAVD 88     -      1990.534  (meters)    6530.61   (feet)  ADJUSTED  
 MR0073  ___________________________________________________________________
 MR0073  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 MR0073  DYNAMIC HT  -        1988.817 (meters)    6524.98  (feet)  COMP
 MR0073  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 MR0073
 MR0073  VERT ORDER  -  FIRST     CLASS II
 MR0073
 MR0073.The horizontal coordinates were scaled from a topographic map and have
 MR0073.an estimated accuracy of +/- 6 seconds.
 MR0073
 MR0073.The orthometric height was determined by differential leveling
 MR0073.and adjusted by the National Geodetic Survey in June 1991..
 MR0073.WARNING-Repeat measurements at this control monument indicate possible
 MR0073.vertical movement.
 MR0073
 MR0073.The geoid height was determined by GEOID03.
 MR0073
 MR0073.The dynamic height is computed by dividing the NAVD 88
 MR0073.geopotential number by the normal gravity value computed on the
 MR0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0073.degrees latitude (g = 980.6199 gals.).
 MR0073
 MR0073.The modeled gravity was interpolated from observed gravity values.
 MR0073
 MR0073;                    North         East    Units  Estimated Accuracy
 MR0073;SPC WY W     -   203,440.      767,290.      MT  (+/- 180 meters Scaled)
 MR0073
 MR0073                          SUPERSEDED SURVEY CONTROL
 MR0073
 MR0073  NGVD 29 (06/08/92) 1989.278  (m)         6526.49   (f) ADJUSTED    1 2
 MR0073
 MR0073.Superseded values are not recommended for survey control.
 MR0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0073.See file dsdata.txt to determine how the superseded data were derived.
 MR0073
 MR0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL438867(NAD 83)
 MR0073_MARKER: DB = BENCH MARK DISK
 MR0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0073_SP_SET: CULVERT
 MR0073_STAMPING: U 133 1958
 MR0073_MARK LOGO: CGS   
 MR0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0073
 MR0073  HISTORY     - Date     Condition        Report By
 MR0073  HISTORY     - 1958     MONUMENTED       CGS
 MR0073  HISTORY     - 1983     GOOD             NGS
 MR0073
 MR0073                          STATION DESCRIPTION
 MR0073
 MR0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0073'2.45 MI W FROM CARTER.
 MR0073'ABOUT 2.45 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0073'STATION AT CARTER, 2 1/2 POLES EAST OF MILEPOST 878, IN THE TOP OF THE
 MR0073'WEST END OF THE SOUTH STONE HEAD WALL OF A 36-INCH IRON PIPE CULVERT
 MR0073'877.94, 13 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET BELOW THE
 MR0073'LEVEL OF THE TRACKS.
 MR0073
 MR0073                          STATION RECOVERY (1983)
 MR0073
 MR0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0174 ***********************************************************************
 MR0174  DESIGNATION -  U 134
 MR0174  PID         -  MR0174
 MR0174  STATE/COUNTY-  WY/UINTA
 MR0174  USGS QUAD   -  EVANSTON (1978)
 MR0174
 MR0174                         *CURRENT SURVEY CONTROL
 MR0174  ___________________________________________________________________
 MR0174* NAD 83(1986)-  41 17 32.     (N)    110 58 34.     (W)     SCALED    
 MR0174* NAVD 88     -      2044.751  (meters)    6708.49   (feet)  ADJUSTED  
 MR0174  ___________________________________________________________________
 MR0174  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 MR0174  DYNAMIC HT  -        2042.866 (meters)    6702.30  (feet)  COMP
 MR0174  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 MR0174
 MR0174  VERT ORDER  -  FIRST     CLASS II
 MR0174
 MR0174.The horizontal coordinates were scaled from a topographic map and have
 MR0174.an estimated accuracy of +/- 6 seconds.
 MR0174
 MR0174.The orthometric height was determined by differential leveling
 MR0174.and adjusted by the National Geodetic Survey in June 1991..
 MR0174
 MR0174.The geoid height was determined by GEOID03.
 MR0174
 MR0174.The dynamic height is computed by dividing the NAVD 88
 MR0174.geopotential number by the normal gravity value computed on the
 MR0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0174.degrees latitude (g = 980.6199 gals.).
 MR0174
 MR0174.The modeled gravity was interpolated from observed gravity values.
 MR0174
 MR0174;                    North         East    Units  Estimated Accuracy
 MR0174;SPC WY W     -   188,360.      725,220.      MT  (+/- 180 meters Scaled)
 MR0174
 MR0174                          SUPERSEDED SURVEY CONTROL
 MR0174
 MR0174  NGVD 29 (??/??/92) 2043.344  (m)         6703.87   (f) ADJ UNCH    1 2
 MR0174
 MR0174.Superseded values are not recommended for survey control.
 MR0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0174.See file dsdata.txt to determine how the superseded data were derived.
 MR0174
 MR0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL020711(NAD 83)
 MR0174_MARKER: DB = BENCH MARK DISK
 MR0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0174_SP_SET: ABUTMENT
 MR0174_STAMPING: U 134 1958
 MR0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0174
 MR0174  HISTORY     - Date     Condition        Report By
 MR0174  HISTORY     - 1958     MONUMENTED       CGS
 MR0174  HISTORY     - 1979     GOOD             LOCENG
 MR0174  HISTORY     - 20050718 MARK NOT FOUND   GEOCAC
 MR0174
 MR0174                          STATION DESCRIPTION
 MR0174
 MR0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0174'2.05 MI NW FROM EVANSTON.
 MR0174'ABOUT 0.1 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0174'STATION AT EVANSTON, THENCE ABOUT 1.95 MILES NORTHWEST ALONG STATE
 MR0174'HIGHWAY 89, IN THE TOP OF THE NORTH WING WALL OF THE NORTHWEST
 MR0174'CONCRETE ABUTMENT OF THE BRIDGE, 13 FEET NORTHEAST OF THE CENTER LINE
 MR0174'OF THE HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 MR0174
 MR0174                          STATION RECOVERY (1979)
 MR0174
 MR0174'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 MR0174'RECOVERED IN GOOD CONDITION.
 MR0174
 MR0174                          STATION RECOVERY (2005)
 MR0174
 MR0174'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 MR0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0115 ***********************************************************************
 MR0115  DESIGNATION -  U 135
 MR0115  PID         -  MR0115
 MR0115  STATE/COUNTY-  WY/UINTA
 MR0115  USGS QUAD   -  LEROY (1978)
 MR0115
 MR0115                         *CURRENT SURVEY CONTROL
 MR0115  ___________________________________________________________________
 MR0115* NAD 83(1986)-  41 21 34.     (N)    110 36 48.     (W)     SCALED    
 MR0115* NAVD 88     -      2030.068  (meters)    6660.31   (feet)  ADJUSTED  
 MR0115  ___________________________________________________________________
 MR0115  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 MR0115  DYNAMIC HT  -        2028.263 (meters)    6654.39  (feet)  COMP
 MR0115  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 MR0115
 MR0115  VERT ORDER  -  FIRST     CLASS II
 MR0115
 MR0115.The horizontal coordinates were scaled from a topographic map and have
 MR0115.an estimated accuracy of +/- 6 seconds.
 MR0115
 MR0115.The orthometric height was determined by differential leveling
 MR0115.and adjusted by the National Geodetic Survey in June 1991..
 MR0115.WARNING-Repeat measurements at this control monument indicate possible
 MR0115.vertical movement.
 MR0115
 MR0115.The geoid height was determined by GEOID03.
 MR0115
 MR0115.The dynamic height is computed by dividing the NAVD 88
 MR0115.geopotential number by the normal gravity value computed on the
 MR0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0115.degrees latitude (g = 980.6199 gals.).
 MR0115
 MR0115.The modeled gravity was interpolated from observed gravity values.
 MR0115
 MR0115;                    North         East    Units  Estimated Accuracy
 MR0115;SPC WY W     -   195,570.      755,650.      MT  (+/- 180 meters Scaled)
 MR0115
 MR0115                          SUPERSEDED SURVEY CONTROL
 MR0115
 MR0115  NGVD 29 (06/08/92) 2028.782  (m)         6656.10   (f) ADJUSTED    1 2
 MR0115
 MR0115.Superseded values are not recommended for survey control.
 MR0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0115.See file dsdata.txt to determine how the superseded data were derived.
 MR0115
 MR0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL323787(NAD 83)
 MR0115_MARKER: DB = BENCH MARK DISK
 MR0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0115_SP_SET: ABUTMENT
 MR0115_STAMPING: U 135 1958
 MR0115_MARK LOGO: CGS   
 MR0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0115
 MR0115  HISTORY     - Date     Condition        Report By
 MR0115  HISTORY     - 1958     MONUMENTED       CGS
 MR0115  HISTORY     - 1983     GOOD             NGS
 MR0115
 MR0115                          STATION DESCRIPTION
 MR0115
 MR0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0115'12.35 MI SW FROM CARTER.
 MR0115'ABOUT 12.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0115'STATION AT CARTER, 4 1/2 POLES NORTH OF MILEPOST 888, IN THE TOP OF
 MR0115'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 887.90, 6 1/2
 MR0115'FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 MR0115'TRACKS.
 MR0115
 MR0115                          STATION RECOVERY (1983)
 MR0115
 MR0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0327 ***********************************************************************
 MP0327  DESIGNATION -  U 14
 MP0327  PID         -  MP0327
 MP0327  STATE/COUNTY-  WY/CARBON
 MP0327  USGS QUAD   -  DUCK LAKE (1970)
 MP0327
 MP0327                         *CURRENT SURVEY CONTROL
 MP0327  ___________________________________________________________________
 MP0327* NAD 83(1986)-  41 23 23.     (N)    107 49 26.     (W)     SCALED    
 MP0327* NAVD 88     -      2027.138  (meters)    6650.70   (feet)  ADJUSTED  
 MP0327  ___________________________________________________________________
 MP0327  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 MP0327  DYNAMIC HT  -        2025.288 (meters)    6644.63  (feet)  COMP
 MP0327  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 MP0327
 MP0327  VERT ORDER  -  FIRST     CLASS II
 MP0327
 MP0327.The horizontal coordinates were scaled from a topographic map and have
 MP0327.an estimated accuracy of +/- 6 seconds.
 MP0327
 MP0327.The orthometric height was determined by differential leveling
 MP0327.and adjusted by the National Geodetic Survey in June 1991..
 MP0327
 MP0327.The geoid height was determined by GEOID03.
 MP0327
 MP0327.The dynamic height is computed by dividing the NAVD 88
 MP0327.geopotential number by the normal gravity value computed on the
 MP0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0327.degrees latitude (g = 980.6199 gals.).
 MP0327
 MP0327.The modeled gravity was interpolated from observed gravity values.
 MP0327
 MP0327;                    North         East    Units  Estimated Accuracy
 MP0327;SPC WYEC     -   198,920.      358,970.      MT  (+/- 180 meters Scaled)
 MP0327
 MP0327                          SUPERSEDED SURVEY CONTROL
 MP0327
 MP0327  NGVD 29 (??/??/92) 2025.861  (m)         6646.51   (f) ADJ UNCH    1 2
 MP0327
 MP0327.Superseded values are not recommended for survey control.
 MP0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0327.See file dsdata.txt to determine how the superseded data were derived.
 MP0327
 MP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF638858(NAD 83)
 MP0327_MARKER: DB = BENCH MARK DISK
 MP0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0327_STAMPING: U 14 1933
 MP0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0327+STABILITY: SURFACE MOTION
 MP0327
 MP0327  HISTORY     - Date     Condition        Report By
 MP0327  HISTORY     - 1933     MONUMENTED       CGS
 MP0327
 MP0327                          STATION DESCRIPTION
 MP0327
 MP0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0327'20.7 MI S FROM WAMSUTTER.
 MP0327'IN CARBON COUNTY, ABOUT 20.7 MILES SOUTH ALONG THE BAGGS-WAMSUTTER
 MP0327'HIGHWAY FROM THE UNION PACIFIC RAILWAY CROSSING AT WAMSUTTER,
 MP0327'SWEETWATER COUNTY, 37 FEET SOUTH OF A 24-INCH CORRUGATED IRON PIPE
 MP0327'CULVERT, AND 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 MP0327'STANDARD DISK, STAMPED U 14 1933 AND SET IN THE TOP OF A CONCRETE
 MP0327'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0076 ***********************************************************************
 NR0076  DESIGNATION -  U 141
 NR0076  PID         -  NR0076
 NR0076  STATE/COUNTY-  WY/CARBON
 NR0076  USGS QUAD   -  WALKER DRAW NW (1984)
 NR0076
 NR0076                         *CURRENT SURVEY CONTROL
 NR0076  ___________________________________________________________________
 NR0076* NAD 83(1986)-  42 08 55.     (N)    106 11 09.     (W)     SCALED    
 NR0076* NAVD 88     -      2087.054  (meters)    6847.28   (feet)  ADJUSTED  
 NR0076  ___________________________________________________________________
 NR0076  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 NR0076  DYNAMIC HT  -        2085.361 (meters)    6841.72  (feet)  COMP
 NR0076  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 NR0076
 NR0076  VERT ORDER  -  SECOND    CLASS 0
 NR0076
 NR0076.The horizontal coordinates were scaled from a topographic map and have
 NR0076.an estimated accuracy of +/- 6 seconds.
 NR0076
 NR0076.The orthometric height was determined by differential leveling
 NR0076.and adjusted by the National Geodetic Survey in June 1991..
 NR0076
 NR0076.The geoid height was determined by GEOID03.
 NR0076
 NR0076.The dynamic height is computed by dividing the NAVD 88
 NR0076.geopotential number by the normal gravity value computed on the
 NR0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0076.degrees latitude (g = 980.6199 gals.).
 NR0076
 NR0076.The modeled gravity was interpolated from observed gravity values.
 NR0076
 NR0076;                    North         East    Units  Estimated Accuracy
 NR0076;SPC WYEC     -   283,720.      494,840.      MT  (+/- 180 meters Scaled)
 NR0076
 NR0076                          SUPERSEDED SURVEY CONTROL
 NR0076
 NR0076  NGVD 29 (??/??/92) 2085.957  (m)         6843.68   (f) ADJ UNCH    2 0
 NR0076
 NR0076.Superseded values are not recommended for survey control.
 NR0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0076.See file dsdata.txt to determine how the superseded data were derived.
 NR0076
 NR0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG020669(NAD 83)
 NR0076_MARKER: DB = BENCH MARK DISK
 NR0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0076_STAMPING: U 141 1959
 NR0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0076+STABILITY: SURFACE MOTION
 NR0076
 NR0076  HISTORY     - Date     Condition        Report By
 NR0076  HISTORY     - 1959     MONUMENTED       CGS
 NR0076
 NR0076                          STATION DESCRIPTION
 NR0076
 NR0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0076'19.8 MI N FROM MEDICINE BOW.
 NR0076'ABOUT 0.2 MILE WEST ALONG U. S. HIGHWAY 30 FROM THE UNION PACIFIC
 NR0076'RAILROAD STATION AT MEDICINE BOW, THENCE ABOUT 14.35 MILES NORTH ALONG
 NR0076'A PAVED ROAD, THENCE ABOUT 4.55 MILES NORTH ALONG A DIRT ROAD, THENCE
 NR0076'ABOUT 0.7 MILE NORTHEAST ALONG A GRADED DIRT ROAD, 44 FEET WEST OF THE
 NR0076'CENTER LINE OF THE ROAD, IN SECTION 9, R 78 W, T 25 N, ABOUT 0.1 MILE
 NR0076'NORTH OF THE SUMMIT OF A RIDGE, ABOUT 0.9 MILE SOUTH OF THE CROSSING
 NR0076'OF MUDDY CREEK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE
 NR0076'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0354 ***********************************************************************
 NQ0354  DESIGNATION -  U 143
 NQ0354  PID         -  NQ0354
 NQ0354  STATE/COUNTY-  WY/ALBANY
 NQ0354  USGS QUAD   -  FLETCHER PARK (1992)
 NQ0354
 NQ0354                         *CURRENT SURVEY CONTROL
 NQ0354  ___________________________________________________________________
 NQ0354* NAD 83(1986)-  42 08 07.     (N)    105 19 11.     (W)     SCALED    
 NQ0354* NAVD 88     -      2105.243  (meters)    6906.95   (feet)  ADJUSTED  
 NQ0354  ___________________________________________________________________
 NQ0354  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 NQ0354  DYNAMIC HT  -        2103.812 (meters)    6902.26  (feet)  COMP
 NQ0354  MODELED GRAV-     979,864.2   (mgal)                       NAVD 88
 NQ0354
 NQ0354  VERT ORDER  -  SECOND    CLASS 0
 NQ0354
 NQ0354.The horizontal coordinates were scaled from a topographic map and have
 NQ0354.an estimated accuracy of +/- 6 seconds.
 NQ0354
 NQ0354.The orthometric height was determined by differential leveling
 NQ0354.and adjusted by the National Geodetic Survey in June 1991..
 NQ0354
 NQ0354.The geoid height was determined by GEOID03.
 NQ0354
 NQ0354.The dynamic height is computed by dividing the NAVD 88
 NQ0354.geopotential number by the normal gravity value computed on the
 NQ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0354.degrees latitude (g = 980.6199 gals.).
 NQ0354
 NQ0354.The modeled gravity was interpolated from observed gravity values.
 NQ0354
 NQ0354;                    North         East    Units  Estimated Accuracy
 NQ0354;SPC WY E     -   181,610.      187,350.      MT  (+/- 180 meters Scaled)
 NQ0354
 NQ0354                          SUPERSEDED SURVEY CONTROL
 NQ0354
 NQ0354  NGVD 29 (??/??/92) 2104.443  (m)         6904.33   (f) ADJ UNCH    2 0
 NQ0354
 NQ0354.Superseded values are not recommended for survey control.
 NQ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0354.See file dsdata.txt to determine how the superseded data were derived.
 NQ0354
 NQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG735648(NAD 83)
 NQ0354_MARKER: DB = BENCH MARK DISK
 NQ0354_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0354_SP_SET: ROCK OUTCROP
 NQ0354_STAMPING: U 143 1959
 NQ0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0354+STABILITY: POSITION/ELEVATION WELL
 NQ0354
 NQ0354  HISTORY     - Date     Condition        Report By
 NQ0354  HISTORY     - 1959     MONUMENTED       CGS
 NQ0354
 NQ0354                          STATION DESCRIPTION
 NQ0354
 NQ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0354'25 MI NW FROM WHEATLAND.
 NQ0354'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0354'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0354'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0354'A PAVED ROAD, THENCE ABOUT 9.1 MILES WEST ALONG A GRADED DIRT
 NQ0354'ROAD, IN THE WEST SIDE OF SECTION 14, T 25 N, R 71 W, 111 FEET
 NQ0354'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE
 NQ0354'SOUTHEAST BASE OF A LARGE GRANITE ROCK OUTCROP, ON THE CREST
 NQ0354'OF HAGGERTY HILL, 115 FEET NORTH OF THE NORTH CORNER OF A CATTLE
 NQ0354'GUARD, 86 FEET NORTH OF A PIPE LINE MARKER NO. 42-71, 40 FEET
 NQ0354'NORTHEAST OF A FENCE, FLUSH WITH GROUND AND ABOUT 30 FEET ABOVE
 NQ0354'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0379 ***********************************************************************
 NQ0379  DESIGNATION -  U 144
 NQ0379  PID         -  NQ0379
 NQ0379  STATE/COUNTY-  WY/ALBANY
 NQ0379  USGS QUAD   -  PINTO CREEK (1968)
 NQ0379
 NQ0379                         *CURRENT SURVEY CONTROL
 NQ0379  ___________________________________________________________________
 NQ0379* NAD 83(1986)-  42 06 44.     (N)    105 37 59.     (W)     SCALED    
 NQ0379* NAVD 88     -      2141.598  (meters)    7026.23   (feet)  ADJUSTED  
 NQ0379  ___________________________________________________________________
 NQ0379  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 NQ0379  DYNAMIC HT  -        2139.950 (meters)    7020.82  (feet)  COMP
 NQ0379  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 NQ0379
 NQ0379  VERT ORDER  -  SECOND    CLASS 0
 NQ0379
 NQ0379.The horizontal coordinates were scaled from a topographic map and have
 NQ0379.an estimated accuracy of +/- 6 seconds.
 NQ0379
 NQ0379.The orthometric height was determined by differential leveling
 NQ0379.and adjusted by the National Geodetic Survey in June 1991..
 NQ0379
 NQ0379.The geoid height was determined by GEOID03.
 NQ0379
 NQ0379.The dynamic height is computed by dividing the NAVD 88
 NQ0379.geopotential number by the normal gravity value computed on the
 NQ0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0379.degrees latitude (g = 980.6199 gals.).
 NQ0379
 NQ0379.The modeled gravity was interpolated from observed gravity values.
 NQ0379
 NQ0379;                    North         East    Units  Estimated Accuracy
 NQ0379;SPC WY E     -   179,150.      161,430.      MT  (+/- 180 meters Scaled)
 NQ0379
 NQ0379                          SUPERSEDED SURVEY CONTROL
 NQ0379
 NQ0379  NGVD 29 (??/??/92) 2140.607  (m)         7022.97   (f) ADJ UNCH    2 0
 NQ0379
 NQ0379.Superseded values are not recommended for survey control.
 NQ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0379.See file dsdata.txt to determine how the superseded data were derived.
 NQ0379
 NQ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG476624(NAD 83)
 NQ0379_MARKER: DB = BENCH MARK DISK
 NQ0379_SETTING: 80 = SET IN A BOULDER
 NQ0379_SP_SET: BOULDER
 NQ0379_STAMPING: U 144 1959
 NQ0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0379+STABILITY: SURFACE MOTION
 NQ0379
 NQ0379  HISTORY     - Date     Condition        Report By
 NQ0379  HISTORY     - 1959     MONUMENTED       CGS
 NQ0379
 NQ0379                          STATION DESCRIPTION
 NQ0379
 NQ0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0379'1.5 MI W FROM GARRETT.
 NQ0379'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0379'POST OFFICE AT GARRETT, THENCE ABOUT 0.9 MILE WEST ALONG A GRADED
 NQ0379'DIRT ROAD, IN THE NORTHEAST 1/4 OF SECTION 30, T 25 N, R 73 W,
 NQ0379'87 FEET NORTH OF THE CENTER LINE OF THE ROAD, BETWEEN TWO LARGE
 NQ0379'BOULDERS, IN THE TOP OF A 7 X 14-FOOT GRANITE BOULDER PROJECTING
 NQ0379'3 FEET, 302 FEET EAST OF A FENCE, 210 FEET NORTH OF A FENCE,
 NQ0379'AND 116 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A GRADED
 NQ0379'DIRT ROAD LEADING NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0403 ***********************************************************************
 NQ0403  DESIGNATION -  U 145
 NQ0403  PID         -  NQ0403
 NQ0403  STATE/COUNTY-  WY/ALBANY
 NQ0403  USGS QUAD   -  MARSHALL (1992)
 NQ0403
 NQ0403                         *CURRENT SURVEY CONTROL
 NQ0403  ___________________________________________________________________
 NQ0403* NAD 83(1986)-  42 17 04.     (N)    105 51 08.     (W)     SCALED    
 NQ0403* NAVD 88     -      2262.385  (meters)    7422.51   (feet)  ADJUSTED  
 NQ0403  ___________________________________________________________________
 NQ0403  GEOID HEIGHT-         -11.36  (meters)                     GEOID03
 NQ0403  DYNAMIC HT  -        2260.621 (meters)    7416.72  (feet)  COMP
 NQ0403  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 NQ0403
 NQ0403  VERT ORDER  -  SECOND    CLASS 0
 NQ0403
 NQ0403.The horizontal coordinates were scaled from a topographic map and have
 NQ0403.an estimated accuracy of +/- 6 seconds.
 NQ0403
 NQ0403.The orthometric height was determined by differential leveling
 NQ0403.and adjusted by the National Geodetic Survey in June 1991..
 NQ0403
 NQ0403.The geoid height was determined by GEOID03.
 NQ0403
 NQ0403.The dynamic height is computed by dividing the NAVD 88
 NQ0403.geopotential number by the normal gravity value computed on the
 NQ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0403.degrees latitude (g = 980.6199 gals.).
 NQ0403
 NQ0403.The modeled gravity was interpolated from observed gravity values.
 NQ0403
 NQ0403;                    North         East    Units  Estimated Accuracy
 NQ0403;SPC WY E     -   198,400.      143,460.      MT  (+/- 180 meters Scaled)
 NQ0403
 NQ0403                          SUPERSEDED SURVEY CONTROL
 NQ0403
 NQ0403  NGVD 29 (??/??/92) 2261.344  (m)         7419.09   (f) ADJ UNCH    2 0
 NQ0403
 NQ0403.Superseded values are not recommended for survey control.
 NQ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0403.See file dsdata.txt to determine how the superseded data were derived.
 NQ0403
 NQ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG297817(NAD 83)
 NQ0403_MARKER: DB = BENCH MARK DISK
 NQ0403_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0403_SP_SET: ROCK OUTCROP
 NQ0403_STAMPING: U 145 1959
 NQ0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0403+STABILITY: POSITION/ELEVATION WELL
 NQ0403
 NQ0403  HISTORY     - Date     Condition        Report By
 NQ0403  HISTORY     - 1959     MONUMENTED       CGS
 NQ0403
 NQ0403                          STATION DESCRIPTION
 NQ0403
 NQ0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0403'24.4 MI NW FROM GARRETT.
 NQ0403'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE
 NQ0403'OLD POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG
 NQ0403'A GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6
 NQ0403'MILE SOUTH ALONG THE OLD FORT FETTERMAN ROAD WHICH IS COUNTY
 NQ0403'ROAD 61, THENCE ABOUT 15.15 MILES NORTHWEST ALONG A GRADED DIRT
 NQ0403'ROAD WHICH IS COUNTY ROAD 64, ABOUT 0.3 MILE SOUTH OF THE
 NQ0403'JUNCTION OF COUNTY ROAD 619, IN THE NORTHEAST 1/4 OF SECTION 29,
 NQ0403'T 27 N, R 75 W, ON THE TOP OF A ROCKY POINT, 152 FEET WEST OF THE
 NQ0403'CENTER LINE OF THE ROAD, 246 FEET WEST-SOUTHWEST AND ACROSS
 NQ0403'THE ROAD FROM A POWER POLE, IN THE TOP OF A MASS ROCKOUTCROP
 NQ0403'PROJECTING ABOUT 6 INCHES, AND ABOUT 8 FEET ABOVE THE LEVEL
 NQ0403'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0133 ***********************************************************************
 NR0133  DESIGNATION -  U 146
 NR0133  PID         -  NR0133
 NR0133  STATE/COUNTY-  WY/CARBON
 NR0133  USGS QUAD   -  CHALK HILLS (1984)
 NR0133
 NR0133                         *CURRENT SURVEY CONTROL
 NR0133  ___________________________________________________________________
 NR0133* NAD 83(1986)-  42 19 15.     (N)    106 04 50.     (W)     SCALED    
 NR0133* NAVD 88     -      2248.785  (meters)    7377.89   (feet)  ADJUSTED  
 NR0133  ___________________________________________________________________
 NR0133  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 NR0133  DYNAMIC HT  -        2247.041 (meters)    7372.17  (feet)  COMP
 NR0133  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 NR0133
 NR0133  VERT ORDER  -  SECOND    CLASS 0
 NR0133
 NR0133.The horizontal coordinates were scaled from a topographic map and have
 NR0133.an estimated accuracy of +/- 6 seconds.
 NR0133
 NR0133.The orthometric height was determined by differential leveling
 NR0133.and adjusted by the National Geodetic Survey in June 1991..
 NR0133
 NR0133.The geoid height was determined by GEOID03.
 NR0133
 NR0133.The dynamic height is computed by dividing the NAVD 88
 NR0133.geopotential number by the normal gravity value computed on the
 NR0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0133.degrees latitude (g = 980.6199 gals.).
 NR0133
 NR0133.The modeled gravity was interpolated from observed gravity values.
 NR0133
 NR0133;                    North         East    Units  Estimated Accuracy
 NR0133;SPC WYEC     -   302,970.      503,270.      MT  (+/- 180 meters Scaled)
 NR0133
 NR0133                          SUPERSEDED SURVEY CONTROL
 NR0133
 NR0133  NGVD 29 (??/??/92) 2247.731  (m)         7374.43   (f) ADJ UNCH    2 0
 NR0133
 NR0133.Superseded values are not recommended for survey control.
 NR0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0133.See file dsdata.txt to determine how the superseded data were derived.
 NR0133
 NR0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG109859(NAD 83)
 NR0133_MARKER: DB = BENCH MARK DISK
 NR0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0133_STAMPING: U 146 1959
 NR0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0133+STABILITY: SURFACE MOTION
 NR0133
 NR0133  HISTORY     - Date     Condition        Report By
 NR0133  HISTORY     - 1959     MONUMENTED       CGS
 NR0133
 NR0133                          STATION DESCRIPTION
 NR0133
 NR0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0133'8.9 MI SW FROM LITTLE MEDICINE.
 NR0133'ABOUT 1.0 MILE NORTHWEST ALONG A TRACK ROAD FROM THE RANCH BUILDINGS
 NR0133'AT LITTLE MEDICINE, THENCE ABOUT 0.85 MILE WEST ALONG A TRACK ROAD,
 NR0133'THENCE ABOUT 7.05 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, ON THE
 NR0133'CREST OF A HILL, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD IN
 NR0133'SECTION 8, T 27 N, R 77 W, ABOUT 0.5 MILE NORTHEAST OF A WIRE GATE, 47
 NR0133'FEET NORTH OF A CAIRN, 2.0 FEET NORTHWEST OF A METAL WITNESS POST,
 NR0133'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 NR0133'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0305 ***********************************************************************
 NQ0305  DESIGNATION -  U 15
 NQ0305  PID         -  NQ0305
 NQ0305  STATE/COUNTY-  WY/CONVERSE
 NQ0305  USGS QUAD   -  DOUGLAS (1974)
 NQ0305
 NQ0305                         *CURRENT SURVEY CONTROL
 NQ0305  ___________________________________________________________________
 NQ0305* NAD 83(1986)-  42 45 39.     (N)    105 23 12.     (W)     SCALED    
 NQ0305* NAVD 88     -      1469.468  (meters)    4821.08   (feet)  ADJUSTED  
 NQ0305  ___________________________________________________________________
 NQ0305  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 NQ0305  DYNAMIC HT  -        1468.542 (meters)    4818.04  (feet)  COMP
 NQ0305  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 NQ0305
 NQ0305  VERT ORDER  -  FIRST     CLASS II
 NQ0305
 NQ0305.The horizontal coordinates were scaled from a topographic map and have
 NQ0305.an estimated accuracy of +/- 6 seconds.
 NQ0305
 NQ0305.The orthometric height was determined by differential leveling
 NQ0305.and adjusted by the National Geodetic Survey in June 1991..
 NQ0305
 NQ0305.The geoid height was determined by GEOID03.
 NQ0305
 NQ0305.The dynamic height is computed by dividing the NAVD 88
 NQ0305.geopotential number by the normal gravity value computed on the
 NQ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0305.degrees latitude (g = 980.6199 gals.).
 NQ0305
 NQ0305.The modeled gravity was interpolated from observed gravity values.
 NQ0305
 NQ0305;                    North         East    Units  Estimated Accuracy
 NQ0305;SPC WY E     -   251,110.      181,990.      MT  (+/- 180 meters Scaled)
 NQ0305
 NQ0305                          SUPERSEDED SURVEY CONTROL
 NQ0305
 NQ0305  NGVD 29 (??/??/92) 1468.605  (m)         4818.25   (f) ADJ UNCH    1 2
 NQ0305
 NQ0305.Superseded values are not recommended for survey control.
 NQ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0305.See file dsdata.txt to determine how the superseded data were derived.
 NQ0305
 NQ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH683343(NAD 83)
 NQ0305_MARKER: DB = BENCH MARK DISK
 NQ0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0305_SP_SET: CONCRETE BASE
 NQ0305_STAMPING: U 15 1934
 NQ0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0305
 NQ0305  HISTORY     - Date     Condition        Report By
 NQ0305  HISTORY     - 1934     MONUMENTED       CGS
 NQ0305  HISTORY     - 1960     GOOD             NGS
 NQ0305  HISTORY     - 1985     GOOD             DMA
 NQ0305
 NQ0305                          STATION DESCRIPTION
 NQ0305
 NQ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0305'AT DOUGLAS.
 NQ0305'AT DOUGLAS, CONVERSE COUNTY, IN FRONT OF THE CHICAGO, BURLINGTON
 NQ0305'AND QUINCY RAILROAD STATION, 23.5 FEET NORTH OF THE CENTER LINE
 NQ0305'OF THE SOUTH ENTRANCE, 4.0 FEET WEST OF THE WEST FACE OF THE
 NQ0305'STATION, 31.5 FEET EAST OF THE EAST RAIL, AND IN THE TOP OF THE
 NQ0305'CONCRETE BASE OF A SEMAPHORE.  A STANDARD DISK, STAMPED U 15 1934.
 NQ0305
 NQ0305                          STATION RECOVERY (1960)
 NQ0305
 NQ0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 NQ0305'RECOVERED IN GOOD CONDITION.
 NQ0305
 NQ0305                          STATION RECOVERY (1985)
 NQ0305
 NQ0305'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0202 ***********************************************************************
 MQ0202  DESIGNATION -  U 150
 MQ0202  PID         -  MQ0202
 MQ0202  STATE/COUNTY-  WY/SWEETWATER
 MQ0202  USGS QUAD   -  BAXTER (1978)
 MQ0202
 MQ0202                         *CURRENT SURVEY CONTROL
 MQ0202  ___________________________________________________________________
 MQ0202* NAD 83(1986)-  41 31 29.     (N)    109 04 38.     (W)     SCALED    
 MQ0202* NAVD 88     -      1986.808  (meters)    6518.39   (feet)  ADJUSTED  
 MQ0202  ___________________________________________________________________
 MQ0202  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 MQ0202  DYNAMIC HT  -        1985.136 (meters)    6512.90  (feet)  COMP
 MQ0202  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 MQ0202
 MQ0202  VERT ORDER  -  SECOND    CLASS 0
 MQ0202
 MQ0202.The horizontal coordinates were scaled from a topographic map and have
 MQ0202.an estimated accuracy of +/- 6 seconds.
 MQ0202
 MQ0202.The orthometric height was determined by differential leveling
 MQ0202.and adjusted by the National Geodetic Survey in June 1991..
 MQ0202
 MQ0202.The geoid height was determined by GEOID03.
 MQ0202
 MQ0202.The dynamic height is computed by dividing the NAVD 88
 MQ0202.geopotential number by the normal gravity value computed on the
 MQ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0202.degrees latitude (g = 980.6199 gals.).
 MQ0202
 MQ0202.The modeled gravity was interpolated from observed gravity values.
 MQ0202
 MQ0202;                    North         East    Units  Estimated Accuracy
 MQ0202;SPC WYWC     -   113,840.      572,690.      MT  (+/- 180 meters Scaled)
 MQ0202
 MQ0202                          SUPERSEDED SURVEY CONTROL
 MQ0202
 MQ0202  NGVD 29 (??/??/92) 1985.530  (m)         6514.19   (f) ADJ UNCH    2 0
 MQ0202
 MQ0202.Superseded values are not recommended for survey control.
 MQ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0202.See file dsdata.txt to determine how the superseded data were derived.
 MQ0202
 MQ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL604987(NAD 83)
 MQ0202_MARKER: DB = BENCH MARK DISK
 MQ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0202_STAMPING: U 150 1962
 MQ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0202+STABILITY: SURFACE MOTION
 MQ0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0202+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0202
 MQ0202  HISTORY     - Date     Condition        Report By
 MQ0202  HISTORY     - 1962     MONUMENTED       CGS
 MQ0202  HISTORY     - 1969     GOOD             NGS
 MQ0202  HISTORY     - 20011003 GOOD             WYHD
 MQ0202
 MQ0202                          STATION DESCRIPTION
 MQ0202
 MQ0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0202'9.1 MI SE FROM ROCK SPRINGS.
 MQ0202'9.1 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0202'ROCK SPRINGS, 0.1 MILE SOUTHEAST OF THE INTERSECTION OF A GRAVELED
 MQ0202'ROAD, 75.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 MQ0202'NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND
 MQ0202'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 MQ0202'GROUND.
 MQ0202
 MQ0202                          STATION RECOVERY (1969)
 MQ0202
 MQ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MQ0202'RECOVERED IN GOOD CONDITION.
 MQ0202
 MQ0202                          STATION RECOVERY (2001)
 MQ0202
 MQ0202'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0157 ***********************************************************************
 MR0157  DESIGNATION -  U 151
 MR0157  PID         -  MR0157
 MR0157  STATE/COUNTY-  WY/UINTA
 MR0157  USGS QUAD   -  MYERS RESERVOIR (1965)
 MR0157
 MR0157                         *CURRENT SURVEY CONTROL
 MR0157  ___________________________________________________________________
 MR0157* NAD 83(1986)-  41 01 13.     (N)    110 52 59.     (W)     SCALED    
 MR0157* NAVD 88     -      2333.001  (meters)    7654.19   (feet)  ADJUSTED  
 MR0157  ___________________________________________________________________
 MR0157  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 MR0157  DYNAMIC HT  -        2330.720 (meters)    7646.70  (feet)  COMP
 MR0157  MODELED GRAV-     979,562.5   (mgal)                       NAVD 88
 MR0157
 MR0157  VERT ORDER  -  SECOND    CLASS 0
 MR0157
 MR0157.The horizontal coordinates were scaled from a topographic map and have
 MR0157.an estimated accuracy of +/- 6 seconds.
 MR0157
 MR0157.The orthometric height was determined by differential leveling
 MR0157.and adjusted by the National Geodetic Survey in June 1991..
 MR0157
 MR0157.The geoid height was determined by GEOID03.
 MR0157
 MR0157.The dynamic height is computed by dividing the NAVD 88
 MR0157.geopotential number by the normal gravity value computed on the
 MR0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0157.degrees latitude (g = 980.6199 gals.).
 MR0157
 MR0157.The modeled gravity was interpolated from observed gravity values.
 MR0157
 MR0157;                    North         East    Units  Estimated Accuracy
 MR0157;SPC WY W     -   158,080.      732,740.      MT  (+/- 180 meters Scaled)
 MR0157
 MR0157                          SUPERSEDED SURVEY CONTROL
 MR0157
 MR0157  NGVD 29 (??/??/92) 2331.551  (m)         7649.43   (f) ADJ UNCH    2 0
 MR0157
 MR0157.Superseded values are not recommended for survey control.
 MR0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0157.See file dsdata.txt to determine how the superseded data were derived.
 MR0157
 MR0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL098410(NAD 83)
 MR0157_MARKER: DB = BENCH MARK DISK
 MR0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0157_STAMPING: U 151 1962
 MR0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0157+STABILITY: SURFACE MOTION
 MR0157
 MR0157  HISTORY     - Date     Condition        Report By
 MR0157  HISTORY     - 1962     MONUMENTED       CGS
 MR0157
 MR0157                          STATION DESCRIPTION
 MR0157
 MR0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0157'21.75 MI SE FROM EVANSTON.
 MR0157'21.75 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE
 MR0157'JUNCTION OF U.S. HIGHWAY 189 AT EVANSTON, ABOUT 0.1 MILE NORTH AND
 MR0157'ACROSS THE HIGHWAY FROM A FARMHOUSE, 46 FEET NORTHEAST OF THE CENTER
 MR0157'LINE OF THE HIGHWAY, 12 FEET NORTHWEST OF THE CENTER OF A GATE AND
 MR0157'FARM ROAD, 6.0 FEET NORTHEAST OF THE NORTHWEST END OF A 48-INCH PIPE
 MR0157'CULVERT UNDER THE ROAD, 2.0 FEET SOUTHWEST OF A FENCE, 1.9 FEET
 MR0157'SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY,
 MR0157'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 MR0157'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0048 ***********************************************************************
 MQ0048  DESIGNATION -  U 152
 MQ0048  PID         -  MQ0048
 MQ0048  STATE/COUNTY-  WY/SWEETWATER
 MQ0048  USGS QUAD   -  BURLEY DRAW (1968)
 MQ0048
 MQ0048                         *CURRENT SURVEY CONTROL
 MQ0048  ___________________________________________________________________
 MQ0048* NAD 83(1986)-  41 16 21.     (N)    108 50 15.     (W)     SCALED    
 MQ0048* NAVD 88     -      2096.885  (meters)    6879.53   (feet)  ADJUSTED  
 MQ0048  ___________________________________________________________________
 MQ0048  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 MQ0048  DYNAMIC HT  -        2094.990 (meters)    6873.31  (feet)  COMP
 MQ0048  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 MQ0048
 MQ0048  VERT ORDER  -  SECOND    CLASS 0
 MQ0048
 MQ0048.The horizontal coordinates were scaled from a topographic map and have
 MQ0048.an estimated accuracy of +/- 6 seconds.
 MQ0048
 MQ0048.The orthometric height was determined by differential leveling
 MQ0048.and adjusted by the National Geodetic Survey in June 1991..
 MQ0048
 MQ0048.The geoid height was determined by GEOID03.
 MQ0048
 MQ0048.The dynamic height is computed by dividing the NAVD 88
 MQ0048.geopotential number by the normal gravity value computed on the
 MQ0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0048.degrees latitude (g = 980.6199 gals.).
 MQ0048
 MQ0048.The modeled gravity was interpolated from observed gravity values.
 MQ0048
 MQ0048;                    North         East    Units  Estimated Accuracy
 MQ0048;SPC WYWC     -    85,790.      592,670.      MT  (+/- 180 meters Scaled)
 MQ0048
 MQ0048                          SUPERSEDED SURVEY CONTROL
 MQ0048
 MQ0048  NGVD 29 (??/??/92) 2095.53   (m)         6875.1    (f) COMPUTED    2 0
 MQ0048
 MQ0048.Superseded values are not recommended for survey control.
 MQ0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0048.See file dsdata.txt to determine how the superseded data were derived.
 MQ0048
 MQ0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL811712(NAD 83)
 MQ0048_MARKER: DB = BENCH MARK DISK
 MQ0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0048_STAMPING: U 152 1962
 MQ0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0048+STABILITY: SURFACE MOTION
 MQ0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0048+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0048
 MQ0048  HISTORY     - Date     Condition        Report By
 MQ0048  HISTORY     - 1962     MONUMENTED       CGS
 MQ0048  HISTORY     - 20011003 GOOD             WYHD
 MQ0048
 MQ0048                          STATION DESCRIPTION
 MQ0048
 MQ0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0048'34.65 MI SE FROM ROCK SPRINGS.
 MQ0048'34.65 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0048'ROCK SPRINGS, AT THE SOUTH END OF A SMALL CUT, 65 FEET EAST OF THE
 MQ0048'CENTER LINE OF THE HIGHWAY, 2.4 FEET NORTH OF A WITNESS POST, ABOUT
 MQ0048'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MQ0048'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 MQ0048
 MQ0048                          STATION RECOVERY (2001)
 MQ0048
 MQ0048'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0166 ***********************************************************************
 MR0166  DESIGNATION -  U 153
 MR0166  PID         -  MR0166
 MR0166  STATE/COUNTY-  WY/UINTA
 MR0166  USGS QUAD   -  PINE KNOLL (1978)
 MR0166
 MR0166                         *CURRENT SURVEY CONTROL
 MR0166  ___________________________________________________________________
 MR0166* NAD 83(1986)-  41 07 15.     (N)    110 50 37.     (W)     SCALED    
 MR0166* NAVD 88     -      2233.271  (meters)    7326.99   (feet)  ADJUSTED  
 MR0166  ___________________________________________________________________
 MR0166  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 MR0166  DYNAMIC HT  -        2231.151 (meters)    7320.03  (feet)  COMP
 MR0166  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 MR0166
 MR0166  VERT ORDER  -  SECOND    CLASS 0
 MR0166
 MR0166.The horizontal coordinates were scaled from a topographic map and have
 MR0166.an estimated accuracy of +/- 6 seconds.
 MR0166
 MR0166.The orthometric height was determined by differential leveling
 MR0166.and adjusted by the National Geodetic Survey in June 1991..
 MR0166
 MR0166.The geoid height was determined by GEOID03.
 MR0166
 MR0166.The dynamic height is computed by dividing the NAVD 88
 MR0166.geopotential number by the normal gravity value computed on the
 MR0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0166.degrees latitude (g = 980.6199 gals.).
 MR0166
 MR0166.The modeled gravity was interpolated from observed gravity values.
 MR0166
 MR0166;                    North         East    Units  Estimated Accuracy
 MR0166;SPC WY W     -   169,220.      736,160.      MT  (+/- 180 meters Scaled)
 MR0166
 MR0166                          SUPERSEDED SURVEY CONTROL
 MR0166
 MR0166  NGVD 29 (??/??/92) 2231.843  (m)         7322.30   (f) ADJ UNCH    2 0
 MR0166
 MR0166.Superseded values are not recommended for survey control.
 MR0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0166.See file dsdata.txt to determine how the superseded data were derived.
 MR0166
 MR0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL131521(NAD 83)
 MR0166_MARKER: DB = BENCH MARK DISK
 MR0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0166_STAMPING: U 153 1962
 MR0166_MARK LOGO: CGS   
 MR0166_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0166+STABILITY: SURFACE MOTION
 MR0166
 MR0166  HISTORY     - Date     Condition        Report By
 MR0166  HISTORY     - 1962     MONUMENTED       CGS
 MR0166  HISTORY     - 19920926 GOOD             WYDT
 MR0166
 MR0166                          STATION DESCRIPTION
 MR0166
 MR0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0166'12.9 MI SE FROM EVANSTON.
 MR0166'12.9 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0166'OF U.S. HIGHWAY 189 AT EVANSTON, 0.15 MILE NORTH OF THE JUNCTION OF A
 MR0166'DRIVEWAY WEST TO A FARMHOUSE, 49 FEET EAST OF THE CENTER LINE OF THE
 MR0166'HIGHWAY, 20 FEET EAST-SOUTHEAST OF A POWER POLE, 2.0 FEET WEST OF A
 MR0166'FENCE, 2.0 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER
 MR0166'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MR0166'FOOT ABOVE THE GROUND.
 MR0166
 MR0166                          STATION RECOVERY (1992)
 MR0166
 MR0166'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1992 (RAR)
 MR0166'RECOVERED IN GOOD CONDITION, BUT CONSTRUCTION ON ROAD NEXT TO MARKER
 MR0166'WILL BE DESTROYED.  WE WILL SET NEW MARKER UPON YOUR REQUEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0117 ***********************************************************************
 PY0117  DESIGNATION -  U 157
 PY0117  PID         -  PY0117
 PY0117  STATE/COUNTY-  WY/PARK
 PY0117  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0117
 PY0117                         *CURRENT SURVEY CONTROL
 PY0117  ___________________________________________________________________
 PY0117* NAD 83(1986)-  44 47 13.     (N)    110 44 22.     (W)     SCALED    
 PY0117* NAVD 88     -      2295.200  (meters)    7530.17   (feet)  ADJUSTED  
 PY0117  ___________________________________________________________________
 PY0117  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY0117  DYNAMIC HT  -        2293.809 (meters)    7525.60  (feet)  COMP
 PY0117  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 PY0117
 PY0117  VERT ORDER  -  FIRST     CLASS II
 PY0117
 PY0117.The horizontal coordinates were scaled from a topographic map and have
 PY0117.an estimated accuracy of +/- 6 seconds.
 PY0117
 PY0117.The orthometric height was determined by differential leveling
 PY0117.and adjusted by the National Geodetic Survey in June 1991..
 PY0117
 PY0117.The geoid height was determined by GEOID03.
 PY0117
 PY0117.The dynamic height is computed by dividing the NAVD 88
 PY0117.geopotential number by the normal gravity value computed on the
 PY0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0117.degrees latitude (g = 980.6199 gals.).
 PY0117
 PY0117.The modeled gravity was interpolated from observed gravity values.
 PY0117
 PY0117;                    North         East    Units  Estimated Accuracy
 PY0117;SPC WYWC     -   478,120.      442,570.      MT  (+/- 180 meters Scaled)
 PY0117
 PY0117                          SUPERSEDED SURVEY CONTROL
 PY0117
 PY0117  NGVD 29 (08/20/92) 2293.879  (m)         7525.83   (f) ADJUSTED    1 2
 PY0117
 PY0117.Superseded values are not recommended for survey control.
 PY0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0117.See file dsdata.txt to determine how the superseded data were derived.
 PY0117
 PY0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ206593(NAD 83)
 PY0117_MARKER: DB = BENCH MARK DISK
 PY0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0117_SP_SET: CONCRETE POST
 PY0117_STAMPING: U 157 1960
 PY0117_MARK LOGO: CGS   
 PY0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0117+STABILITY: SURFACE MOTION
 PY0117
 PY0117  HISTORY     - Date     Condition        Report By
 PY0117  HISTORY     - 1960     MONUMENTED       CGS
 PY0117  HISTORY     - 1983     GOOD             NGS
 PY0117  HISTORY     - 1987     GOOD             NGS
 PY0117
 PY0117                          STATION DESCRIPTION
 PY0117
 PY0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0117'5.55 MI N FROM NORRIS.
 PY0117'ABOUT 5.55 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS
 PY0117'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 0.5 MILE NORTH OF ROARING
 PY0117'MOUNTAIN, 0.1 MILE NORTH OF THE SEMI-CENTENNIAL GEYSER, 77 FEET WEST
 PY0117'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 400 FEET SOUTH OF CLEARWATER
 PY0117'SPRINGS, 42 FEET WEST-SOUTHWEST OF THE WEST END OF A STONE HEADWALL OF
 PY0117'A CULVERT, 45 FEET WEST OF THE WEST EDGE OF A PARKING AREA, ABOUT 4
 PY0117'FEET BELOW THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH
 PY0117'THE GROUND.
 PY0117
 PY0117                          STATION RECOVERY (1983)
 PY0117
 PY0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0117'RECOVERED IN GOOD CONDITION.
 PY0117
 PY0117                          STATION RECOVERY (1987)
 PY0117
 PY0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0078 ***********************************************************************
 PY0078  DESIGNATION -  U 158
 PY0078  PID         -  PY0078
 PY0078  STATE/COUNTY-  WY/PARK
 PY0078  USGS QUAD   -  MOUNT JACKSON (1986)
 PY0078
 PY0078                         *CURRENT SURVEY CONTROL
 PY0078  ___________________________________________________________________
 PY0078* NAD 83(1986)-  44 40 07.     (N)    110 58 54.     (W)     SCALED    
 PY0078* NAVD 88     -      2054.478  (meters)    6740.40   (feet)  ADJUSTED  
 PY0078  ___________________________________________________________________
 PY0078  GEOID HEIGHT-          -8.81  (meters)                     GEOID03
 PY0078  DYNAMIC HT  -        2053.295 (meters)    6736.52  (feet)  COMP
 PY0078  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 PY0078
 PY0078  VERT ORDER  -  FIRST     CLASS II
 PY0078
 PY0078.The horizontal coordinates were scaled from a topographic map and have
 PY0078.an estimated accuracy of +/- 6 seconds.
 PY0078
 PY0078.The orthometric height was determined by differential leveling
 PY0078.and adjusted by the National Geodetic Survey in June 1991..
 PY0078
 PY0078.The geoid height was determined by GEOID03.
 PY0078
 PY0078.The dynamic height is computed by dividing the NAVD 88
 PY0078.geopotential number by the normal gravity value computed on the
 PY0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0078.degrees latitude (g = 980.6199 gals.).
 PY0078
 PY0078.The modeled gravity was interpolated from observed gravity values.
 PY0078
 PY0078;                    North         East    Units  Estimated Accuracy
 PY0078;SPC WYWC     -   465,460.      423,040.      MT  (+/- 180 meters Scaled)
 PY0078
 PY0078                          SUPERSEDED SURVEY CONTROL
 PY0078
 PY0078  NGVD 29 (08/20/92) 2053.218  (m)         6736.27   (f) ADJUSTED    1 2
 PY0078
 PY0078.Superseded values are not recommended for survey control.
 PY0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0078.See file dsdata.txt to determine how the superseded data were derived.
 PY0078
 PY0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ014461(NAD 83)
 PY0078_MARKER: DB = BENCH MARK DISK
 PY0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0078_SP_SET: CONCRETE POST
 PY0078_STAMPING: U 158 1960
 PY0078_MARK LOGO: CGS   
 PY0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0078+STABILITY: SURFACE MOTION
 PY0078
 PY0078  HISTORY     - Date     Condition        Report By
 PY0078  HISTORY     - 1960     MONUMENTED       CGS
 PY0078  HISTORY     - 1983     GOOD             NGS
 PY0078  HISTORY     - 1987     GOOD             NGS
 PY0078
 PY0078                          STATION DESCRIPTION
 PY0078
 PY0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0078'6.8 MI E FROM WEST YELLOWSTONE.
 PY0078'ABOUT 6.8 MILES EAST ALONG THE MADISON JUNCTION-WEST ENTRANCE HIGHWAY
 PY0078'FROM THE UNION PACIFIC RAILROAD STATION AT WEST YELLOWSTONE NEAR THE
 PY0078'SOUTHWEST END OF A NARROW STRIP OF LAND BETWEEN AN ASPHALT PARKING
 PY0078'AREA AND HIGHWAY, 112 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 PY0078'HIGHWAY, 60 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE MADISON RIVER,
 PY0078'32 FEET WEST OF THE CENTER LINE OF A CURVE IN THE ASPHALT PARKING
 PY0078'AREA, 10 1/2 FEET NORTHWEST OF A LARGE BOULDER FORMING A BARRIER OF
 PY0078'BOULDERS BETWEEN RIVER AND PARKING AREA, ABOUT 6 1/2 FEET BELOW THE
 PY0078'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 PY0078'INCHES.
 PY0078
 PY0078                          STATION RECOVERY (1983)
 PY0078
 PY0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0078'RECOVERED IN GOOD CONDITION.
 PY0078
 PY0078                          STATION RECOVERY (1987)
 PY0078
 PY0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0361 ***********************************************************************
 PW0361  DESIGNATION -  U 159
 PW0361  PID         -  PW0361
 PW0361  STATE/COUNTY-  WY/BIG HORN
 PW0361  USGS QUAD   -  SHELL (1993)
 PW0361
 PW0361                         *CURRENT SURVEY CONTROL
 PW0361  ___________________________________________________________________
 PW0361* NAD 83(1986)-  44 32 43.     (N)    107 46 16.     (W)     SCALED    
 PW0361* NAVD 88     -      1306.670  (meters)    4286.97   (feet)  ADJUSTED  
 PW0361  ___________________________________________________________________
 PW0361  GEOID HEIGHT-         -10.63  (meters)                     GEOID03
 PW0361  DYNAMIC HT  -        1306.145 (meters)    4285.24  (feet)  COMP
 PW0361  MODELED GRAV-     980,171.0   (mgal)                       NAVD 88
 PW0361
 PW0361  VERT ORDER  -  SECOND    CLASS 0
 PW0361
 PW0361.The horizontal coordinates were scaled from a topographic map and have
 PW0361.an estimated accuracy of +/- 6 seconds.
 PW0361
 PW0361.The orthometric height was determined by differential leveling
 PW0361.and adjusted by the National Geodetic Survey in June 1991..
 PW0361
 PW0361.The geoid height was determined by GEOID03.
 PW0361
 PW0361.The dynamic height is computed by dividing the NAVD 88
 PW0361.geopotential number by the normal gravity value computed on the
 PW0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0361.degrees latitude (g = 980.6199 gals.).
 PW0361
 PW0361.The modeled gravity was interpolated from observed gravity values.
 PW0361
 PW0361;                    North         East    Units  Estimated Accuracy
 PW0361;SPC WYEC     -   549,430.      365,210.      MT  (+/- 180 meters Scaled)
 PW0361
 PW0361                          SUPERSEDED SURVEY CONTROL
 PW0361
 PW0361  NGVD 29 (??/??/92) 1305.863  (m)         4284.32   (f) ADJ UNCH    2 0
 PW0361
 PW0361.Superseded values are not recommended for survey control.
 PW0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0361.See file dsdata.txt to determine how the superseded data were derived.
 PW0361
 PW0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK798361(NAD 83)
 PW0361_MARKER: DB = BENCH MARK DISK
 PW0361_SETTING: 66 = SET IN ROCK OUTCROP
 PW0361_SP_SET: SANDSTONE OUTCROP
 PW0361_STAMPING: U 159 1966
 PW0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0361+STABILITY: POSITION/ELEVATION WELL
 PW0361
 PW0361  HISTORY     - Date     Condition        Report By
 PW0361  HISTORY     - 1966     MONUMENTED       CGS
 PW0361
 PW0361                          STATION DESCRIPTION
 PW0361
 PW0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0361'0.8 MI NE FROM SHELL.
 PW0361'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0361'SHELL, 0.2 MILE NORTHEAST OF A WOODEN BRIDGE OVER SHELL CREEK, 0.05
 PW0361'MILE NORTHEAST AND ACROSS THE HIGHWAY FROM A LOG HOUSE, IN THE TOP OF
 PW0361'A SANDSTONE OUTCROP WHICH PROJECTS ABOUT 2 FEET, 129 FEET NORTHWEST OF
 PW0361'THE CENTER LINE OF THE HIGHWAY, 35 FEET WEST-SOUTHWEST OF A POWER POLE
 PW0361'WITH A GUY WIRE, 21 FEET NORTHEAST OF THE CENTER OF A WASH, 54.2 FEET
 PW0361'NORTHWEST OF A FENCE AND WITNESS POST, AND ABOUT 23 FEET HIGHER THAN
 PW0361'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0002 ***********************************************************************
 NR0002  DESIGNATION -  U 16
 NR0002  PID         -  NR0002
 NR0002  STATE/COUNTY-  WY/NATRONA
 NR0002  USGS QUAD   -  LOCKETT (1984)
 NR0002
 NR0002                         *CURRENT SURVEY CONTROL
 NR0002  ___________________________________________________________________
 NR0002* NAD 83(1986)-  42 52 06.     (N)    106 04 59.     (W)     SCALED    
 NR0002* NAVD 88     -      1541.534  (meters)    5057.52   (feet)  ADJUSTED  
 NR0002  ___________________________________________________________________
 NR0002  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 NR0002  DYNAMIC HT  -        1540.575 (meters)    5054.37  (feet)  COMP
 NR0002  MODELED GRAV-     979,944.2   (mgal)                       NAVD 88
 NR0002
 NR0002  VERT ORDER  -  FIRST     CLASS II
 NR0002
 NR0002.The horizontal coordinates were scaled from a topographic map and have
 NR0002.an estimated accuracy of +/- 6 seconds.
 NR0002
 NR0002.The orthometric height was determined by differential leveling
 NR0002.and adjusted by the National Geodetic Survey in June 1991..
 NR0002
 NR0002.The geoid height was determined by GEOID03.
 NR0002
 NR0002.The dynamic height is computed by dividing the NAVD 88
 NR0002.geopotential number by the normal gravity value computed on the
 NR0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0002.degrees latitude (g = 980.6199 gals.).
 NR0002
 NR0002.The modeled gravity was interpolated from observed gravity values.
 NR0002
 NR0002;                    North         East    Units  Estimated Accuracy
 NR0002;SPC WYEC     -   363,790.      502,160.      MT  (+/- 180 meters Scaled)
 NR0002
 NR0002                          SUPERSEDED SURVEY CONTROL
 NR0002
 NR0002  NGVD 29 (??/??/92) 1540.659  (m)         5054.65   (f) ADJ UNCH    1 2
 NR0002
 NR0002.Superseded values are not recommended for survey control.
 NR0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0002.See file dsdata.txt to determine how the superseded data were derived.
 NR0002
 NR0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH115467(NAD 83)
 NR0002_MARKER: DB = BENCH MARK DISK
 NR0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0002_STAMPING: U 16 1934
 NR0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0002+STABILITY: SURFACE MOTION
 NR0002
 NR0002  HISTORY     - Date     Condition        Report By
 NR0002  HISTORY     - 1934     MONUMENTED       CGS
 NR0002
 NR0002                          STATION DESCRIPTION
 NR0002
 NR0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0002'2.4 MI E FROM FRY.
 NR0002'ABOUT 2.4 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NR0002'FROM THE STATION AT FRY, NATRONA COUNTY, ABOUT 0.6 MILE EAST OF
 NR0002'MILEPOST 190, AT A CHANGE IN THE WIDTH OF THE RIGHT-OF-WAY, 36.0 FEET
 NR0002'SOUTH OF THE CENTER LINE OF A ROAD, 84 FEET NORTH OF THE NORTH RAIL,
 NR0002'8.5 FEET SOUTH OF THE NORTH CORNER POST OF THE RIGHT-OF-WAY FENCE, AND
 NR0002'3.0 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED U 16 1934 AND
 NR0002'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0392 ***********************************************************************
 PW0392  DESIGNATION -  U 160
 PW0392  PID         -  PW0392
 PW0392  STATE/COUNTY-  WY/BIG HORN
 PW0392  USGS QUAD   -  SHELL FALLS (1993)
 PW0392
 PW0392                         *CURRENT SURVEY CONTROL
 PW0392  ___________________________________________________________________
 PW0392* NAD 83(1986)-  44 36 11.     (N)    107 31 55.     (W)     SCALED    
 PW0392* NAVD 88     -      2492.459  (meters)    8177.34   (feet)  ADJUSTED  
 PW0392  ___________________________________________________________________
 PW0392  GEOID HEIGHT-          -8.67  (meters)                     GEOID03
 PW0392  DYNAMIC HT  -        2491.072 (meters)    8172.79  (feet)  COMP
 PW0392  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 PW0392
 PW0392  VERT ORDER  -  SECOND    CLASS 0
 PW0392
 PW0392.The horizontal coordinates were scaled from a topographic map and have
 PW0392.an estimated accuracy of +/- 6 seconds.
 PW0392
 PW0392.The orthometric height was determined by differential leveling
 PW0392.and adjusted by the National Geodetic Survey in June 1991..
 PW0392
 PW0392.The geoid height was determined by GEOID03.
 PW0392
 PW0392.The dynamic height is computed by dividing the NAVD 88
 PW0392.geopotential number by the normal gravity value computed on the
 PW0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0392.degrees latitude (g = 980.6199 gals.).
 PW0392
 PW0392.The modeled gravity was interpolated from observed gravity values.
 PW0392
 PW0392;                    North         East    Units  Estimated Accuracy
 PW0392;SPC WYEC     -   555,780.      384,230.      MT  (+/- 180 meters Scaled)
 PW0392
 PW0392                          SUPERSEDED SURVEY CONTROL
 PW0392
 PW0392  NGVD 29 (??/??/92) 2491.447  (m)         8174.02   (f) ADJ UNCH    2 0
 PW0392
 PW0392.Superseded values are not recommended for survey control.
 PW0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0392.See file dsdata.txt to determine how the superseded data were derived.
 PW0392
 PW0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK990419(NAD 83)
 PW0392_MARKER: DB = BENCH MARK DISK
 PW0392_SETTING: 66 = SET IN ROCK OUTCROP
 PW0392_SP_SET: GRANITE OUTCROP
 PW0392_STAMPING: U 160 1966
 PW0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0392+STABILITY: POSITION/ELEVATION WELL
 PW0392
 PW0392  HISTORY     - Date     Condition        Report By
 PW0392  HISTORY     - 1966     MONUMENTED       CGS
 PW0392
 PW0392                          STATION DESCRIPTION
 PW0392
 PW0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0392'19.0 MI NE FROM SHELL.
 PW0392'19.0 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0392'SHELL, 0.2 MILE SOUTH OF A CATTLEGUARD, AT THE SOUTHEAST SIDE OF A
 PW0392'GROUP OF TREES, IN THE TOP OF A GRANITE OUTCROP WHICH PROJECTS ABOUT 1
 PW0392'FOOT, 142 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8.2 FEET WEST
 PW0392'OF A WITNESS POST, AND ABOUT 8 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0251 ***********************************************************************
 PW0251  DESIGNATION -  U 161
 PW0251  PID         -  PW0251
 PW0251  STATE/COUNTY-  WY/SHERIDAN
 PW0251  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0251
 PW0251                         *CURRENT SURVEY CONTROL
 PW0251  ___________________________________________________________________
 PW0251* NAD 83(1986)-  44 49 28.     (N)    107 20 00.     (W)     SCALED    
 PW0251* NAVD 88     -      1778.354  (meters)    5834.48   (feet)  ADJUSTED  
 PW0251  ___________________________________________________________________
 PW0251  GEOID HEIGHT-         -10.88  (meters)                     GEOID03
 PW0251  DYNAMIC HT  -        1777.597 (meters)    5832.00  (feet)  COMP
 PW0251  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 PW0251
 PW0251  VERT ORDER  -  SECOND    CLASS 0
 PW0251
 PW0251.The horizontal coordinates were scaled from a topographic map and have
 PW0251.an estimated accuracy of +/- 6 seconds.
 PW0251
 PW0251.The orthometric height was determined by differential leveling
 PW0251.and adjusted by the National Geodetic Survey in June 1991..
 PW0251
 PW0251.The geoid height was determined by GEOID03.
 PW0251
 PW0251.The dynamic height is computed by dividing the NAVD 88
 PW0251.geopotential number by the normal gravity value computed on the
 PW0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0251.degrees latitude (g = 980.6199 gals.).
 PW0251
 PW0251.The modeled gravity was interpolated from observed gravity values.
 PW0251
 PW0251;                    North         East    Units  Estimated Accuracy
 PW0251;SPC WYEC     -   580,360.      400,000.      MT  (+/- 180 meters Scaled)
 PW0251
 PW0251                          SUPERSEDED SURVEY CONTROL
 PW0251
 PW0251  NGVD 29 (??/??/92) 1777.542  (m)         5831.82   (f) ADJ UNCH    2 0
 PW0251
 PW0251.Superseded values are not recommended for survey control.
 PW0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0251.See file dsdata.txt to determine how the superseded data were derived.
 PW0251
 PW0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK155660(NAD 83)
 PW0251_MARKER: DB = BENCH MARK DISK
 PW0251_SETTING: 66 = SET IN ROCK OUTCROP
 PW0251_SP_SET: ROCK CUT
 PW0251_STAMPING: U 161 1966
 PW0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0251+STABILITY: POSITION/ELEVATION WELL
 PW0251
 PW0251  HISTORY     - Date     Condition        Report By
 PW0251  HISTORY     - 1966     MONUMENTED       CGS
 PW0251
 PW0251                          STATION DESCRIPTION
 PW0251
 PW0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0251'8.2 MI SW FROM DAYTON.
 PW0251'8.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0251'DAYTON, 0.3 MILE SOUTHWEST OF THE ENTRANCE TO A PICTURE POINT, SET
 PW0251'VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT, 41 FEET NORTHWEST OF
 PW0251'THE CENTER LINE OF THE HIGHWAY, 173 FEET SOUTHWEST AND ACROSS THE
 PW0251'HIGHWAY FROM THE NORTHEAST END OF A METAL GUARDRAIL, 129 FEET
 PW0251'NORTHEAST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE HEAD WALL OF
 PW0251'A 24-INCH PIPE CULVERT, AND ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0404 ***********************************************************************
 PW0404  DESIGNATION -  U 162
 PW0404  PID         -  PW0404
 PW0404  STATE/COUNTY-  WY/SHERIDAN
 PW0404  USGS QUAD   -  BURGESS JUNCTION (1993)
 PW0404
 PW0404                         *CURRENT SURVEY CONTROL
 PW0404  ___________________________________________________________________
 PW0404* NAD 83(1986)-  44 46 27.     (N)    107 30 52.     (W)     SCALED    
 PW0404* NAVD 88     -      2451.209  (meters)    8042.01   (feet)  ADJUSTED  
 PW0404  ___________________________________________________________________
 PW0404  GEOID HEIGHT-          -9.38  (meters)                     GEOID03
 PW0404  DYNAMIC HT  -        2449.863 (meters)    8037.59  (feet)  COMP
 PW0404  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 PW0404
 PW0404  VERT ORDER  -  SECOND    CLASS 0
 PW0404
 PW0404.The horizontal coordinates were scaled from a topographic map and have
 PW0404.an estimated accuracy of +/- 6 seconds.
 PW0404
 PW0404.The orthometric height was determined by differential leveling
 PW0404.and adjusted by the National Geodetic Survey in June 1991..
 PW0404
 PW0404.The geoid height was determined by GEOID03.
 PW0404
 PW0404.The dynamic height is computed by dividing the NAVD 88
 PW0404.geopotential number by the normal gravity value computed on the
 PW0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0404.degrees latitude (g = 980.6199 gals.).
 PW0404
 PW0404.The modeled gravity was interpolated from observed gravity values.
 PW0404
 PW0404;                    North         East    Units  Estimated Accuracy
 PW0404;SPC WYEC     -   574,790.      385,670.      MT  (+/- 180 meters Scaled)
 PW0404
 PW0404                          SUPERSEDED SURVEY CONTROL
 PW0404
 PW0404  NGVD 29 (??/??/92) 2450.179  (m)         8038.63   (f) ADJ UNCH    2 0
 PW0404
 PW0404.Superseded values are not recommended for survey control.
 PW0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0404.See file dsdata.txt to determine how the superseded data were derived.
 PW0404
 PW0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK010609(NAD 83)
 PW0404_MARKER: DB = BENCH MARK DISK
 PW0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0404_SP_SET: ABUTMENT
 PW0404_STAMPING: U 162 1966
 PW0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0404
 PW0404  HISTORY     - Date     Condition        Report By
 PW0404  HISTORY     - 1966     MONUMENTED       CGS
 PW0404
 PW0404                          STATION DESCRIPTION
 PW0404
 PW0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0404'26.05 MI SW FROM DAYTON.
 PW0404'26.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0404'DAYTON, 0.25 MILE NORTHEAST OF THE NORTHEAST APEX OF A TRIANGLE FORMED
 PW0404'BY THE JUNCTION OF U.S. HIGHWAY 14 ALTERNATE AT BURGRESS JUNCTION, IN
 PW0404'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A
 PW0404'STEEL CATTLEGUARD, 13 FEET NORTHWEST OF THE CENTER LINE OF THE
 PW0404'HIGHWAY, 0.6 FOOT SOUTHEAST OF THE SOUTHEAST FACE OF THE NORTHWEST
 PW0404'CONCRETE WALL OF THE CATTLEGUARD, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0084 ***********************************************************************
 OV0084  DESIGNATION -  U 163
 OV0084  PID         -  OV0084
 OV0084  STATE/COUNTY-  WY/WASHAKIE
 OV0084  USGS QUAD   -  BIG TRAILS NE (1976)
 OV0084
 OV0084                         *CURRENT SURVEY CONTROL
 OV0084  ___________________________________________________________________
 OV0084* NAD 83(1986)-  43 53 00.     (N)    107 22 26.     (W)     SCALED    
 OV0084* NAVD 88     -      1400.026  (meters)    4593.25   (feet)  ADJUSTED  
 OV0084  ___________________________________________________________________
 OV0084  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 OV0084  DYNAMIC HT  -        1399.377 (meters)    4591.12  (feet)  COMP
 OV0084  MODELED GRAV-     980,105.8   (mgal)                       NAVD 88
 OV0084
 OV0084  VERT ORDER  -  SECOND    CLASS 0
 OV0084
 OV0084.The horizontal coordinates were scaled from a topographic map and have
 OV0084.an estimated accuracy of +/- 6 seconds.
 OV0084
 OV0084.The orthometric height was determined by differential leveling
 OV0084.and adjusted by the National Geodetic Survey in June 1991..
 OV0084
 OV0084.The geoid height was determined by GEOID03.
 OV0084
 OV0084.The dynamic height is computed by dividing the NAVD 88
 OV0084.geopotential number by the normal gravity value computed on the
 OV0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0084.degrees latitude (g = 980.6199 gals.).
 OV0084
 OV0084.The modeled gravity was interpolated from observed gravity values.
 OV0084
 OV0084;                    North         East    Units  Estimated Accuracy
 OV0084;SPC WYEC     -   475,790.      396,740.      MT  (+/- 180 meters Scaled)
 OV0084
 OV0084                          SUPERSEDED SURVEY CONTROL
 OV0084
 OV0084  NGVD 29 (??/??/92) 1399.251  (m)         4590.71   (f) ADJ UNCH    2 0
 OV0084
 OV0084.Superseded values are not recommended for survey control.
 OV0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0084.See file dsdata.txt to determine how the superseded data were derived.
 OV0084
 OV0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ093616(NAD 83)
 OV0084_MARKER: DB = BENCH MARK DISK
 OV0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0084_SP_SET: ABUTMENT
 OV0084_STAMPING: U-163 1966
 OV0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0084
 OV0084  HISTORY     - Date     Condition        Report By
 OV0084  HISTORY     - 1966     MONUMENTED       CGS
 OV0084  HISTORY     - 1968     GOOD             USGS
 OV0084
 OV0084                          STATION DESCRIPTION
 OV0084
 OV0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0084'12.0 MI S FROM TEN SLEEP.
 OV0084'12.0 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U. S. HIGHWAY
 OV0084'16 AT TEN SLEEP, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT OF A
 OV0084'CONCRETE BRIDGE OVER A CREEK, 15 FEET WEST OF THE CENTER LINE OF THE
 OV0084'ROAD, 4.8 FEET EAST OF THE WEST END OF THE ABUTMENT, AND ABOUT LEVEL
 OV0084'WITH THE ROAD.
 OV0084
 OV0084                          STATION RECOVERY (1968)
 OV0084
 OV0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OV0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0111 ***********************************************************************
 OV0111  DESIGNATION -  U 164
 OV0111  PID         -  OV0111
 OV0111  STATE/COUNTY-  WY/WASHAKIE
 OV0111  USGS QUAD   -  MAHOGANY BUTTE (1976)
 OV0111
 OV0111                         *CURRENT SURVEY CONTROL
 OV0111  ___________________________________________________________________
 OV0111* NAD 83(1986)-  43 38 56.     (N)    107 20 46.     (W)     SCALED    
 OV0111* NAVD 88     -      1577.724  (meters)    5176.25   (feet)  ADJUSTED  
 OV0111  ___________________________________________________________________
 OV0111  GEOID HEIGHT-         -11.28  (meters)                     GEOID03
 OV0111  DYNAMIC HT  -        1576.898 (meters)    5173.54  (feet)  COMP
 OV0111  MODELED GRAV-     980,039.6   (mgal)                       NAVD 88
 OV0111
 OV0111  VERT ORDER  -  SECOND    CLASS 0
 OV0111
 OV0111.The horizontal coordinates were scaled from a topographic map and have
 OV0111.an estimated accuracy of +/- 6 seconds.
 OV0111
 OV0111.The orthometric height was determined by differential leveling
 OV0111.and adjusted by the National Geodetic Survey in June 1991..
 OV0111
 OV0111.The geoid height was determined by GEOID03.
 OV0111
 OV0111.The dynamic height is computed by dividing the NAVD 88
 OV0111.geopotential number by the normal gravity value computed on the
 OV0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0111.degrees latitude (g = 980.6199 gals.).
 OV0111
 OV0111.The modeled gravity was interpolated from observed gravity values.
 OV0111
 OV0111;                    North         East    Units  Estimated Accuracy
 OV0111;SPC WYEC     -   449,740.      398,970.      MT  (+/- 180 meters Scaled)
 OV0111
 OV0111                          SUPERSEDED SURVEY CONTROL
 OV0111
 OV0111  NGVD 29 (??/??/92) 1576.882  (m)         5173.49   (f) ADJ UNCH    2 0
 OV0111
 OV0111.Superseded values are not recommended for survey control.
 OV0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0111.See file dsdata.txt to determine how the superseded data were derived.
 OV0111
 OV0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ107355(NAD 83)
 OV0111_MARKER: DB = BENCH MARK DISK
 OV0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0111_STAMPING: U 164 1966
 OV0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0111+STABILITY: SURFACE MOTION
 OV0111
 OV0111  HISTORY     - Date     Condition        Report By
 OV0111  HISTORY     - 1966     MONUMENTED       CGS
 OV0111
 OV0111                          STATION DESCRIPTION
 OV0111
 OV0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0111'32.2 MI S FROM TEN SLEEP.
 OV0111'32.2 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0111'16 AT TEN SLEEP, 0.25 MILE EAST OF A STEEL CATTLEGUARD, 65 FEET SOUTH
 OV0111'OF THE CENTER LINE OF THE ROAD, 8 FEET EAST OF A BRACE POST IN THE
 OV0111'FENCE LINE, 2.3 FEET NORTH OF A FENCE, 2.6 FEET WEST OF A WITNESS
 OV0111'POST, ABOUT 6 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 OV0111'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0148 ***********************************************************************
 OV0148  DESIGNATION -  U 165
 OV0148  PID         -  OV0148
 OV0148  STATE/COUNTY-  WY/FREMONT
 OV0148  USGS QUAD   -  LYSITE (1952)
 OV0148
 OV0148                         *CURRENT SURVEY CONTROL
 OV0148  ___________________________________________________________________
 OV0148* NAD 83(1986)-  43 16 42.     (N)    107 42 17.     (W)     SCALED    
 OV0148* NAVD 88     -      1597.218  (meters)    5240.21   (feet)  ADJUSTED  
 OV0148  ___________________________________________________________________
 OV0148  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 OV0148  DYNAMIC HT  -        1596.179 (meters)    5236.80  (feet)  COMP
 OV0148  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 OV0148
 OV0148  VERT ORDER  -  SECOND    CLASS 0
 OV0148
 OV0148.The horizontal coordinates were scaled from a topographic map and have
 OV0148.an estimated accuracy of +/- 6 seconds.
 OV0148
 OV0148.The orthometric height was determined by differential leveling
 OV0148.and adjusted by the National Geodetic Survey in June 1991..
 OV0148
 OV0148.The geoid height was determined by GEOID03.
 OV0148
 OV0148.The dynamic height is computed by dividing the NAVD 88
 OV0148.geopotential number by the normal gravity value computed on the
 OV0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0148.degrees latitude (g = 980.6199 gals.).
 OV0148
 OV0148.The modeled gravity was interpolated from observed gravity values.
 OV0148
 OV0148;                    North         East    Units  Estimated Accuracy
 OV0148;SPC WYWC     -   309,100.      684,840.      MT  (+/- 180 meters Scaled)
 OV0148
 OV0148                          SUPERSEDED SURVEY CONTROL
 OV0148
 OV0148  NGVD 29 (??/??/92) 1596.201  (m)         5236.87   (f) ADJ UNCH    2 0
 OV0148
 OV0148.Superseded values are not recommended for survey control.
 OV0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0148.See file dsdata.txt to determine how the superseded data were derived.
 OV0148
 OV0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH805952(NAD 83)
 OV0148_MARKER: DB = BENCH MARK DISK
 OV0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OV0148_SP_SET: CULVERT
 OV0148_STAMPING: U 165 1966
 OV0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0148
 OV0148  HISTORY     - Date     Condition        Report By
 OV0148  HISTORY     - 1966     MONUMENTED       CGS
 OV0148
 OV0148                          STATION DESCRIPTION
 OV0148
 OV0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0148'1.1 MI NW FROM LYSITE.
 OV0148'1.1 MILES NORTHWEST ALONG CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OV0148'THE STATION AT LYSITE, IN THE TOP AND 1.0 FOOT SOUTHEAST OF THE
 OV0148'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF AN 8- BY 10-FOOT
 OV0148'CONCRETE BOX CULVERT, 9.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND
 OV0148'ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0393 ***********************************************************************
 MO0393  DESIGNATION -  U 166
 MO0393  PID         -  MO0393
 MO0393  STATE/COUNTY-  WY/ALBANY
 MO0393  USGS QUAD   -  POE MOUNTAIN (1981)
 MO0393
 MO0393                         *CURRENT SURVEY CONTROL
 MO0393  ___________________________________________________________________
 MO0393* NAD 83(1986)-  41 46 02.     (N)    105 22 00.     (W)     SCALED    
 MO0393* NAVD 88     -      1851.052  (meters)    6072.99   (feet)  ADJUSTED  
 MO0393  ___________________________________________________________________
 MO0393  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 MO0393  DYNAMIC HT  -        1849.658 (meters)    6068.42  (feet)  COMP
 MO0393  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 MO0393
 MO0393  VERT ORDER  -  SECOND    CLASS 0
 MO0393
 MO0393.The horizontal coordinates were scaled from a topographic map and have
 MO0393.an estimated accuracy of +/- 6 seconds.
 MO0393
 MO0393.The orthometric height was determined by differential leveling
 MO0393.and adjusted by the National Geodetic Survey in June 1991..
 MO0393
 MO0393.The geoid height was determined by GEOID03.
 MO0393
 MO0393.The dynamic height is computed by dividing the NAVD 88
 MO0393.geopotential number by the normal gravity value computed on the
 MO0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0393.degrees latitude (g = 980.6199 gals.).
 MO0393
 MO0393.The modeled gravity was interpolated from observed gravity values.
 MO0393
 MO0393;                    North         East    Units  Estimated Accuracy
 MO0393;SPC WY E     -   140,740.      183,370.      MT  (+/- 180 meters Scaled)
 MO0393
 MO0393                          SUPERSEDED SURVEY CONTROL
 MO0393
 MO0393  NGVD 29 (??/??/92) 1850.141  (m)         6070.00   (f) ADJ UNCH    2 0
 MO0393
 MO0393.Superseded values are not recommended for survey control.
 MO0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0393.See file dsdata.txt to determine how the superseded data were derived.
 MO0393
 MO0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG695239(NAD 83)
 MO0393_MARKER: DB = BENCH MARK DISK
 MO0393_SETTING: 66 = SET IN ROCK OUTCROP
 MO0393_SP_SET: OUTCROP LEDGE
 MO0393_STAMPING: U 166 1966
 MO0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0393+STABILITY: POSITION/ELEVATION WELL
 MO0393
 MO0393  HISTORY     - Date     Condition        Report By
 MO0393  HISTORY     - 1966     MONUMENTED       CGS
 MO0393
 MO0393                          STATION DESCRIPTION
 MO0393
 MO0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0393'34.3 MI SW FROM WHEATLAND.
 MO0393'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0393'WHEATLAND, THENCE 27.6 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0393'AT THE BASE OF THE WEST END OF A ROCKY CUT, IN THE TOP OF A
 MO0393'LEDGE OF AN OUTCROP, 22 FEET NORTH OF THE CENTER LINE OF THE
 MO0393'HIGHWAY, 141 FEET EAST AND ACROSS THE HIGHWAY FROM THE EAST
 MO0393'END OF A PULLOUT, 32.0 FEET SOUTH OF A FENCE, 3.2 FEET NORTHWEST
 MO0393'OF A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0744 ***********************************************************************
 MO0744  DESIGNATION -  U 167
 MO0744  PID         -  MO0744
 MO0744  STATE/COUNTY-  WY/ALBANY
 MO0744  USGS QUAD   -  SYBILLE SPRINGS (1981)
 MO0744
 MO0744                         *CURRENT SURVEY CONTROL
 MO0744  ___________________________________________________________________
 MO0744* NAD 83(1986)-  41 37 48.     (N)    105 34 07.     (W)     SCALED    
 MO0744* NAVD 88     -      2211.346  (meters)    7255.06   (feet)  ADJUSTED  
 MO0744  ___________________________________________________________________
 MO0744  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 MO0744  DYNAMIC HT  -        2209.510 (meters)    7249.03  (feet)  COMP
 MO0744  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 MO0744
 MO0744  VERT ORDER  -  SECOND    CLASS 0
 MO0744
 MO0744.The horizontal coordinates were scaled from a topographic map and have
 MO0744.an estimated accuracy of +/- 6 seconds.
 MO0744
 MO0744.The orthometric height was determined by differential leveling
 MO0744.and adjusted by the National Geodetic Survey in June 1991..
 MO0744
 MO0744.The geoid height was determined by GEOID03.
 MO0744
 MO0744.The dynamic height is computed by dividing the NAVD 88
 MO0744.geopotential number by the normal gravity value computed on the
 MO0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0744.degrees latitude (g = 980.6199 gals.).
 MO0744
 MO0744.The modeled gravity was interpolated from observed gravity values.
 MO0744
 MO0744;                    North         East    Units  Estimated Accuracy
 MO0744;SPC WY E     -   125,560.      166,510.      MT  (+/- 180 meters Scaled)
 MO0744
 MO0744                          SUPERSEDED SURVEY CONTROL
 MO0744
 MO0744  NGVD 29 (??/??/92) 2210.310  (m)         7251.66   (f) ADJ UNCH    2 0
 MO0744
 MO0744.Superseded values are not recommended for survey control.
 MO0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0744.See file dsdata.txt to determine how the superseded data were derived.
 MO0744
 MO0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG526088(NAD 83)
 MO0744_MARKER: DB = BENCH MARK DISK
 MO0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0744_STAMPING: U 167 1966
 MO0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0744+STABILITY: SURFACE MOTION
 MO0744
 MO0744  HISTORY     - Date     Condition        Report By
 MO0744  HISTORY     - 1966     MONUMENTED       CGS
 MO0744
 MO0744                          STATION DESCRIPTION
 MO0744
 MO0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0744'9.7 MI NE FROM BOSLER.
 MO0744'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0744'BOSLER, THENCE 7.75 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.35
 MO0744'MILE NORTHEAST OF THE JUNCTION OF A DRIVEWAY SOUTHWEST TO A
 MO0744'HOUSE, 0.15 MILE NORTHEAST OF A WOODEN BRIDGE OVER A CREEK, AT A
 MO0744'CROSS BRACE IN THE FENCE LINE, 96 FEET NORTHWEST OF THE CENTER
 MO0744'LINE OF THE HIGHWAY, 5.0 FEET SOUTHEAST OF BENCH MARK 7252 (WSHD),
 MO0744'3.1 FEET SOUTHEAST OF A FENCE, 2.0 FEET NORTHEAST OF A WITNESS
 MO0744'POST, ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 MO0744'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0210 ***********************************************************************
 MR0210  DESIGNATION -  U 168
 MR0210  PID         -  MR0210
 MR0210  STATE/COUNTY-  WY/LINCOLN
 MR0210  USGS QUAD   -  NUGGET (1985)
 MR0210
 MR0210                         *CURRENT SURVEY CONTROL
 MR0210  ___________________________________________________________________
 MR0210* NAD 83(1986)-  41 49 09.     (N)    110 47 29.     (W)     SCALED    
 MR0210* NAVD 88     -      2005.891  (meters)    6580.99   (feet)  ADJUSTED  
 MR0210  ___________________________________________________________________
 MR0210  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 MR0210  DYNAMIC HT  -        2004.211 (meters)    6575.48  (feet)  COMP
 MR0210  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 MR0210
 MR0210  VERT ORDER  -  SECOND    CLASS 0
 MR0210
 MR0210.The horizontal coordinates were scaled from a topographic map and have
 MR0210.an estimated accuracy of +/- 6 seconds.
 MR0210
 MR0210.The orthometric height was determined by differential leveling
 MR0210.and adjusted by the National Geodetic Survey in June 1991..
 MR0210
 MR0210.The geoid height was determined by GEOID03.
 MR0210
 MR0210.The dynamic height is computed by dividing the NAVD 88
 MR0210.geopotential number by the normal gravity value computed on the
 MR0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0210.degrees latitude (g = 980.6199 gals.).
 MR0210
 MR0210.The modeled gravity was interpolated from observed gravity values.
 MR0210
 MR0210;                    North         East    Units  Estimated Accuracy
 MR0210;SPC WY W     -   246,740.      741,180.      MT  (+/- 180 meters Scaled)
 MR0210
 MR0210                          SUPERSEDED SURVEY CONTROL
 MR0210
 MR0210  NGVD 29 (??/??/92) 2004.551  (m)         6576.60   (f) ADJ UNCH    2 0
 MR0210
 MR0210.Superseded values are not recommended for survey control.
 MR0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0210.See file dsdata.txt to determine how the superseded data were derived.
 MR0210
 MR0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM173297(NAD 83)
 MR0210_MARKER: DB = BENCH MARK DISK
 MR0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0210_STAMPING: U 168 1966
 MR0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0210+STABILITY: SURFACE MOTION
 MR0210
 MR0210  HISTORY     - Date     Condition        Report By
 MR0210  HISTORY     - 1966     MONUMENTED       CGS
 MR0210
 MR0210                          STATION DESCRIPTION
 MR0210
 MR0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0210'14.05 MI W FROM KEMMERER.
 MR0210'14.05 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0210'KEMMERER, 41.3 FEET NORTH OF THE NORTH RAIL, 2 FEET EAST OF THE THIRD
 MR0210'POLE EAST OF MILEPOLE 54, 15 FEET SOUTH OF THE CENTER LINE OF A TRACK
 MR0210'ROAD, 37.6 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A WITNESS POST,
 MR0210'ABOUT 6 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A
 MR0210'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0239 ***********************************************************************
 MQ0239  DESIGNATION -  U 17
 MQ0239  PID         -  MQ0239
 MQ0239  STATE/COUNTY-  WY/SWEETWATER
 MQ0239  USGS QUAD   -  BLACKS FORK BRIDGE (1996)
 MQ0239
 MQ0239                         *CURRENT SURVEY CONTROL
 MQ0239  ___________________________________________________________________
 MQ0239* NAD 83(1986)-  41 26 18.     (N)    109 31 46.     (W)     SCALED    
 MQ0239* NAVD 88     -      2126.523  (meters)    6976.77   (feet)  ADJUSTED  
 MQ0239  ___________________________________________________________________
 MQ0239  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 MQ0239  DYNAMIC HT  -        2124.600 (meters)    6970.46  (feet)  COMP
 MQ0239  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 MQ0239
 MQ0239  VERT ORDER  -  FIRST     CLASS II
 MQ0239
 MQ0239.The horizontal coordinates were scaled from a topographic map and have
 MQ0239.an estimated accuracy of +/- 6 seconds.
 MQ0239
 MQ0239.The orthometric height was determined by differential leveling
 MQ0239.and adjusted by the National Geodetic Survey in June 1991..
 MQ0239.WARNING-Repeat measurements at this control monument indicate possible
 MQ0239.vertical movement.
 MQ0239
 MQ0239.The geoid height was determined by GEOID03.
 MQ0239
 MQ0239.The dynamic height is computed by dividing the NAVD 88
 MQ0239.geopotential number by the normal gravity value computed on the
 MQ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0239.degrees latitude (g = 980.6199 gals.).
 MQ0239
 MQ0239.The modeled gravity was interpolated from observed gravity values.
 MQ0239
 MQ0239;                    North         East    Units  Estimated Accuracy
 MQ0239;SPC WYWC     -   104,490.      534,860.      MT  (+/- 180 meters Scaled)
 MQ0239
 MQ0239                          SUPERSEDED SURVEY CONTROL
 MQ0239
 MQ0239  NGVD 29 (??/??/92) 2125.158  (m)         6972.29   (f) ADJ UNCH    1 2
 MQ0239
 MQ0239.Superseded values are not recommended for survey control.
 MQ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0239.See file dsdata.txt to determine how the superseded data were derived.
 MQ0239
 MQ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL228884(NAD 83)
 MQ0239_MARKER: DB = BENCH MARK DISK
 MQ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0239_STAMPING: 6972.289 U 17 1933
 MQ0239_MARK LOGO: CGS   
 MQ0239_PROJECTION: PROJECTING 10 CENTIMETERS
 MQ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0239+STABILITY: SURFACE MOTION
 MQ0239
 MQ0239  HISTORY     - Date     Condition        Report By
 MQ0239  HISTORY     - 1933     MONUMENTED       CGS
 MQ0239  HISTORY     - 1962     GOOD             NGS
 MQ0239  HISTORY     - 1984     GOOD             NGS
 MQ0239
 MQ0239                          STATION DESCRIPTION
 MQ0239
 MQ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0239'8.4 MI S FROM GREEN RIVER.
 MQ0239'ABOUT 8.4 MILES SOUTH ALONG THE LINWOOD-GREEN RIVER HIGHWAY FROM GREEN
 MQ0239'RIVER, SWEETWATER COUNTY, ABOUT 6.3 MILES NORTHEAST OF THE BLACKS FORK
 MQ0239'BRIDGE, ON THE SOUTHWEST SLOPE OF A LONG HILL, ON A SMALL RISE OF
 MQ0239'GROUND, AND ABOUT 50 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 MQ0239'A STANDARD DISK, STAMPED 6972.289 U 17 1933 AND SET IN THE TOP OF A
 MQ0239'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 MQ0239
 MQ0239                          STATION RECOVERY (1962)
 MQ0239
 MQ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MQ0239'RECOVERED IN GOOD CONDITION.
 MQ0239
 MQ0239                          STATION RECOVERY (1984)
 MQ0239
 MQ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0239'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.7 KM
 MQ0239'(7.9 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS JUNCTION WITH
 MQ0239'U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80 IN GREEN
 MQ0239'RIVER, 1.8 KM (1.1 MI) NORTHEAST OF A GRAVELED ROAD LEADING SOUTH TO
 MQ0239'LOST DOG, 0.3 KM (0.2 MI) NORTHEAST OF THE CENTER OF A TURNOUT, 46.0 M
 MQ0239'(151.0 FT) SOUTH OF THE NORTHEAST END OF A SNOW FENCE, 39.3 M
 MQ0239'(128.9 FT) SOUTHEAST OF A SNOW FENCE, AND 27.8 M (91.2 FT) NORTHWEST
 MQ0239'OF THE CENTERLINE OF THE HIGHWAY.
 MQ0239'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 MQ0239'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0083 ***********************************************************************
 NS0083  DESIGNATION -  U 19
 NS0083  PID         -  NS0083
 NS0083  STATE/COUNTY-  WY/SWEETWATER
 NS0083  USGS QUAD   -  EDEN RESERVOIR EAST (1977)
 NS0083
 NS0083                         *CURRENT SURVEY CONTROL
 NS0083  ___________________________________________________________________
 NS0083* NAD 83(1986)-  42 08 51.     (N)    109 22 08.     (W)     SCALED    
 NS0083* NAVD 88     -      2030.900  (meters)    6663.04   (feet)  ADJUSTED  
 NS0083  ___________________________________________________________________
 NS0083  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 NS0083  DYNAMIC HT  -        2029.197 (meters)    6657.46  (feet)  COMP
 NS0083  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 NS0083
 NS0083  VERT ORDER  -  FIRST     CLASS II
 NS0083
 NS0083.The horizontal coordinates were scaled from a topographic map and have
 NS0083.an estimated accuracy of +/- 6 seconds.
 NS0083
 NS0083.The orthometric height was determined by differential leveling
 NS0083.and adjusted by the National Geodetic Survey in June 1991..
 NS0083
 NS0083.The geoid height was determined by GEOID03.
 NS0083
 NS0083.The dynamic height is computed by dividing the NAVD 88
 NS0083.geopotential number by the normal gravity value computed on the
 NS0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0083.degrees latitude (g = 980.6199 gals.).
 NS0083
 NS0083.The modeled gravity was interpolated from observed gravity values.
 NS0083
 NS0083;                    North         East    Units  Estimated Accuracy
 NS0083;SPC WYWC     -   183,150.      548,850.      MT  (+/- 180 meters Scaled)
 NS0083
 NS0083                          SUPERSEDED SURVEY CONTROL
 NS0083
 NS0083  NGVD 29 (??/??/92) 2029.624  (m)         6658.86   (f) ADJ UNCH    1 2
 NS0083
 NS0083.Superseded values are not recommended for survey control.
 NS0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0083.See file dsdata.txt to determine how the superseded data were derived.
 NS0083
 NS0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM347674(NAD 83)
 NS0083_MARKER: DB = BENCH MARK DISK
 NS0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0083_STAMPING: 6658.550 U 19 1933
 NS0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0083+STABILITY: SURFACE MOTION
 NS0083
 NS0083  HISTORY     - Date     Condition        Report By
 NS0083  HISTORY     - 1933     MONUMENTED       CGS
 NS0083  HISTORY     - 1969     GOOD             NGS
 NS0083
 NS0083                          STATION DESCRIPTION
 NS0083
 NS0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0083'6.4 MI NE FROM FARSON.
 NS0083'6.4 MILES NORTHEAST ALONG THE ROAD TO SOUTH PASS CITY FROM FARSON,
 NS0083'SWEETWATER COUNTY, 0.9 MILE NORTHEAST OF A CREEK, AT A PRIVATE-ROAD
 NS0083'INTERSECTION, 64 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD,
 NS0083'17 FEET NORTHEAST OF THE CENTER LINE OF THE PRIVATE ROAD, AND 40 FEET
 NS0083'SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED 6658.550 U 19
 NS0083'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NS0083'GROUND.
 NS0083
 NS0083                          STATION RECOVERY (1969)
 NS0083
 NS0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NS0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0044 ***********************************************************************
 NS0044  DESIGNATION -  U 20
 NS0044  PID         -  NS0044
 NS0044  STATE/COUNTY-  WY/FREMONT
 NS0044  USGS QUAD   -  GRAVEL SPRING (1953)
 NS0044
 NS0044                         *CURRENT SURVEY CONTROL
 NS0044  ___________________________________________________________________
 NS0044* NAD 83(1986)-  42 36 05.     (N)    108 37 26.     (W)     SCALED    
 NS0044* NAVD 88     -      2043.171  (meters)    6703.30   (feet)  ADJUSTED  
 NS0044  ___________________________________________________________________
 NS0044  GEOID HEIGHT-         -11.62  (meters)                     GEOID03
 NS0044  DYNAMIC HT  -        2041.657 (meters)    6698.34  (feet)  COMP
 NS0044  MODELED GRAV-     979,806.7   (mgal)                       NAVD 88
 NS0044
 NS0044  VERT ORDER  -  FIRST     CLASS II
 NS0044
 NS0044.The horizontal coordinates were scaled from a topographic map and have
 NS0044.an estimated accuracy of +/- 6 seconds.
 NS0044
 NS0044.The orthometric height was determined by differential leveling
 NS0044.and adjusted by the National Geodetic Survey in June 1991..
 NS0044
 NS0044.The geoid height was determined by GEOID03.
 NS0044
 NS0044.The dynamic height is computed by dividing the NAVD 88
 NS0044.geopotential number by the normal gravity value computed on the
 NS0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0044.degrees latitude (g = 980.6199 gals.).
 NS0044
 NS0044.The modeled gravity was interpolated from observed gravity values.
 NS0044
 NS0044;                    North         East    Units  Estimated Accuracy
 NS0044;SPC WYWC     -   233,380.      610,350.      MT  (+/- 180 meters Scaled)
 NS0044
 NS0044                          SUPERSEDED SURVEY CONTROL
 NS0044
 NS0044  NGVD 29 (??/??/92) 2042.056  (m)         6699.65   (f) ADJ UNCH    1 2
 NS0044
 NS0044.Superseded values are not recommended for survey control.
 NS0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0044.See file dsdata.txt to determine how the superseded data were derived.
 NS0044
 NS0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN949192(NAD 83)
 NS0044_MARKER: DB = BENCH MARK DISK
 NS0044_SETTING: 80 = SET IN A BOULDER
 NS0044_SP_SET: BOULDER
 NS0044_STAMPING: 6699.216 U 20 1933
 NS0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0044+STABILITY: SURFACE MOTION
 NS0044
 NS0044  HISTORY     - Date     Condition        Report By
 NS0044  HISTORY     - 1933     MONUMENTED       CGS
 NS0044
 NS0044                          STATION DESCRIPTION
 NS0044
 NS0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0044'9.4 MI SE FROM LANDER.
 NS0044'9.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM LANDER, FREMONT
 NS0044'COUNTY, THENCE 11.2 MILES SOUTHWEST ALONG THE ROAD LEADING TO ATLANTIC
 NS0044'CITY.  10.9 MILES NORTHEAST OF ATLANTIC CITY, 200 FEET NORTH OF A
 NS0044'CABIN, 65 FEET EAST OF A CREEK, 42 FEET NORTHWEST OF THE CENTER LINE
 NS0044'OF THE ROAD, AND IN THE TOP OF A LARGE BOULDER MARKED BY A STONE
 NS0044'PYRAMID.  A STANDARD DISK, STAMPED 6699.216 U 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0055 ***********************************************************************
 OW0055  DESIGNATION -  U 21
 OW0055  PID         -  OW0055
 OW0055  STATE/COUNTY-  WY/FREMONT
 OW0055  USGS QUAD   -  RIVERTON EAST (1978)
 OW0055
 OW0055                         *CURRENT SURVEY CONTROL
 OW0055  ___________________________________________________________________
 OW0055* NAD 83(1986)-  43 05 34.     (N)    108 19 00.     (W)     SCALED    
 OW0055* NAVD 88     -      1474.033  (meters)    4836.06   (feet)  ADJUSTED  
 OW0055  ___________________________________________________________________
 OW0055  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 OW0055  DYNAMIC HT  -        1473.064 (meters)    4832.88  (feet)  COMP
 OW0055  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 OW0055
 OW0055  VERT ORDER  -  FIRST     CLASS II
 OW0055
 OW0055.The horizontal coordinates were scaled from a topographic map and have
 OW0055.an estimated accuracy of +/- 6 seconds.
 OW0055
 OW0055.The orthometric height was determined by differential leveling
 OW0055.and adjusted by the National Geodetic Survey in June 1991..
 OW0055
 OW0055.The geoid height was determined by GEOID03.
 OW0055
 OW0055.The dynamic height is computed by dividing the NAVD 88
 OW0055.geopotential number by the normal gravity value computed on the
 OW0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0055.degrees latitude (g = 980.6199 gals.).
 OW0055
 OW0055.The modeled gravity was interpolated from observed gravity values.
 OW0055
 OW0055;                    North         East    Units  Estimated Accuracy
 OW0055;SPC WYWC     -   288,050.      635,280.      MT  (+/- 180 meters Scaled)
 OW0055
 OW0055                          SUPERSEDED SURVEY CONTROL
 OW0055
 OW0055  NGVD 29 (??/??/92) 1473.046  (m)         4832.82   (f) ADJ UNCH    1 2
 OW0055
 OW0055.Superseded values are not recommended for survey control.
 OW0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0055.See file dsdata.txt to determine how the superseded data were derived.
 OW0055
 OW0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN183746(NAD 83)
 OW0055_MARKER: DB = BENCH MARK DISK
 OW0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0055_STAMPING: 4832.284 U 21 1933
 OW0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0055+STABILITY: SURFACE MOTION
 OW0055
 OW0055  HISTORY     - Date     Condition        Report By
 OW0055  HISTORY     - 1933     MONUMENTED       CGS
 OW0055  HISTORY     - 1950     MARK NOT FOUND   NGS
 OW0055
 OW0055                          STATION DESCRIPTION
 OW0055
 OW0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0055'6.0 MI NE FROM RIVERTON.
 OW0055'6.0 MILES NORTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 OW0055'RIVERTON, FREMONT COUNTY, 0.3 MILE SOUTH OF THE WIND RIVER BRIDGE, 56
 OW0055'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AND 58 FEET SOUTH OF A
 OW0055'WEIGHING PLATFORM.  A STANDARD DISK, STAMPED 4832.284 U 21 1933 AND
 OW0055'SET IN THE TOP OF A CONCRETE POST.
 OW0055
 OW0055                          STATION RECOVERY (1950)
 OW0055
 OW0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 OW0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0179 ***********************************************************************
 MQ0179  DESIGNATION -  U 22
 MQ0179  PID         -  MQ0179
 MQ0179  STATE/COUNTY-  WY/SWEETWATER
 MQ0179  USGS QUAD   -  GREEN RIVER (1980)
 MQ0179
 MQ0179                         *CURRENT SURVEY CONTROL
 MQ0179  ___________________________________________________________________
 MQ0179* NAD 83(1986)-  41 31 14.     (N)    109 25 42.     (W)     SCALED    
 MQ0179* NAVD 88     -      1861.348  (meters)    6106.77   (feet)  ADJUSTED  
 MQ0179  ___________________________________________________________________
 MQ0179  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 MQ0179  DYNAMIC HT  -        1859.741 (meters)    6101.50  (feet)  COMP
 MQ0179  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 MQ0179
 MQ0179  VERT ORDER  -  FIRST     CLASS II
 MQ0179
 MQ0179.The horizontal coordinates were scaled from a topographic map and have
 MQ0179.an estimated accuracy of +/- 6 seconds.
 MQ0179
 MQ0179.The orthometric height was determined by differential leveling
 MQ0179.and adjusted by the National Geodetic Survey in June 1991..
 MQ0179.WARNING-Repeat measurements at this control monument indicate possible
 MQ0179.vertical movement.
 MQ0179
 MQ0179.The geoid height was determined by GEOID03.
 MQ0179
 MQ0179.The dynamic height is computed by dividing the NAVD 88
 MQ0179.geopotential number by the normal gravity value computed on the
 MQ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0179.degrees latitude (g = 980.6199 gals.).
 MQ0179
 MQ0179.The modeled gravity was interpolated from observed gravity values.
 MQ0179
 MQ0179;                    North         East    Units  Estimated Accuracy
 MQ0179;SPC WYWC     -   113,550.      543,380.      MT  (+/- 180 meters Scaled)
 MQ0179
 MQ0179                          SUPERSEDED SURVEY CONTROL
 MQ0179
 MQ0179  NGVD 29 (??/??/92) 1860.04   (m)         6102.5    (f) COMPUTED    1 2
 MQ0179
 MQ0179.Superseded values are not recommended for survey control.
 MQ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0179.See file dsdata.txt to determine how the superseded data were derived.
 MQ0179
 MQ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL311977(NAD 83)
 MQ0179_MARKER: DB = BENCH MARK DISK
 MQ0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0179_SP_SET: ABUTMENT
 MQ0179_STAMPING: U 22 1933 6102.488
 MQ0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0179
 MQ0179  HISTORY     - Date     Condition        Report By
 MQ0179  HISTORY     - 1933     MONUMENTED       CGS
 MQ0179  HISTORY     - 1958     GOOD             NGS
 MQ0179
 MQ0179                          STATION DESCRIPTION
 MQ0179
 MQ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0179'2.2 MI NE FROM GREEN RIVER.
 MQ0179'ABOUT 2.2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0179'STATION AT GREEN RIVER, IN THE TOP OF THE NORTHWEST END OF THE
 MQ0179'NORTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 814.83, 9 1/2 FEET
 MQ0179'NORTHWEST OF THE NEAR RAIL, AND ABOUT 1 1/2 FEET BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0357 ***********************************************************************
 MQ0357  DESIGNATION -  U 22 RESET
 MQ0357  PID         -  MQ0357
 MQ0357  STATE/COUNTY-  WY/SWEETWATER
 MQ0357  USGS QUAD   -  GREEN RIVER (1980)
 MQ0357
 MQ0357                         *CURRENT SURVEY CONTROL
 MQ0357  ___________________________________________________________________
 MQ0357* NAD 83(1986)-  41 31 12.     (N)    109 25 46.     (W)     SCALED    
 MQ0357* NAVD 88     -      1864.084  (meters)    6115.75   (feet)  ADJUSTED  
 MQ0357  ___________________________________________________________________
 MQ0357  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 MQ0357  DYNAMIC HT  -        1862.475 (meters)    6110.47  (feet)  COMP
 MQ0357  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 MQ0357
 MQ0357  VERT ORDER  -  FIRST     CLASS II
 MQ0357
 MQ0357.The horizontal coordinates were scaled from a topographic map and have
 MQ0357.an estimated accuracy of +/- 6 seconds.
 MQ0357
 MQ0357.The orthometric height was determined by differential leveling
 MQ0357.and adjusted by the National Geodetic Survey in June 1991..
 MQ0357
 MQ0357.The geoid height was determined by GEOID03.
 MQ0357
 MQ0357.The dynamic height is computed by dividing the NAVD 88
 MQ0357.geopotential number by the normal gravity value computed on the
 MQ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0357.degrees latitude (g = 980.6199 gals.).
 MQ0357
 MQ0357.The modeled gravity was interpolated from observed gravity values.
 MQ0357
 MQ0357;                    North         East    Units  Estimated Accuracy
 MQ0357;SPC WYWC     -   113,490.      543,290.      MT  (+/- 180 meters Scaled)
 MQ0357
 MQ0357                          SUPERSEDED SURVEY CONTROL
 MQ0357
 MQ0357  NGVD 29 (06/08/92) 1862.774  (m)         6111.45   (f) ADJUSTED    1 2
 MQ0357
 MQ0357.Superseded values are not recommended for survey control.
 MQ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0357.See file dsdata.txt to determine how the superseded data were derived.
 MQ0357
 MQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL310976(NAD 83)
 MQ0357_MARKER: DV = VERTICAL CONTROL DISK
 MQ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0357_SP_SET: CONCRETE POST
 MQ0357_STAMPING: U 22 RESET 1981
 MQ0357_MARK LOGO: NGS   
 MQ0357_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0357+STABILITY: SURFACE MOTION
 MQ0357
 MQ0357  HISTORY     - Date     Condition        Report By
 MQ0357  HISTORY     - 1981     MONUMENTED       NGS
 MQ0357  HISTORY     - 19840521 GOOD             NGS
 MQ0357
 MQ0357                          STATION DESCRIPTION
 MQ0357
 MQ0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0357'3.5 KM (2.2 MI) NORTHEAST ALONG THE UNION PACIFIC RAILROAD TRACK FROM
 MQ0357'THE STATION AT GREEN RIVER, 36.0 METERS WEST OF THE SOUTHWEST CORNER
 MQ0357'OF AN IRON BRIDGE NUMBER 814.83, 31.5 METERS WEST OF THE CENTER OF A
 MQ0357'DIRT ROAD JUST BEFORE CROSSING AN IRON VEHICLE BRIDGE, AND 5.3
 MQ0357'METERS EAST OF A SET OF TELEPHONE POLES WITH THE CLOSEST ONE NUMBERED
 MQ0357'62 E, IN LINE WITH THE POLES AND THE SOUTHWEST CORNER OF THE IRON
 MQ0357'RAILROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0191 ***********************************************************************
 OV0191  DESIGNATION -  U 23
 OV0191  PID         -  OV0191
 OV0191  STATE/COUNTY-  WY/WASHAKIE
 OV0191  USGS QUAD   -  BANJO FLATS WEST (1978)
 OV0191
 OV0191                         *CURRENT SURVEY CONTROL
 OV0191  ___________________________________________________________________
 OV0191* NAD 83(1986)-  43 59 37.     (N)    107 58 43.     (W)     SCALED    
 OV0191* NAVD 88     -      1240.522  (meters)    4069.95   (feet)  ADJUSTED  
 OV0191  ___________________________________________________________________
 OV0191  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 OV0191  DYNAMIC HT  -        1239.943 (meters)    4068.05  (feet)  COMP
 OV0191  MODELED GRAV-     980,109.5   (mgal)                       NAVD 88
 OV0191
 OV0191  VERT ORDER  -  FIRST     CLASS II
 OV0191
 OV0191.The horizontal coordinates were scaled from a topographic map and have
 OV0191.an estimated accuracy of +/- 6 seconds.
 OV0191
 OV0191.The orthometric height was determined by differential leveling
 OV0191.and adjusted by the National Geodetic Survey in June 1991..
 OV0191
 OV0191.The geoid height was determined by GEOID03.
 OV0191
 OV0191.The dynamic height is computed by dividing the NAVD 88
 OV0191.geopotential number by the normal gravity value computed on the
 OV0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0191.degrees latitude (g = 980.6199 gals.).
 OV0191
 OV0191.The modeled gravity was interpolated from observed gravity values.
 OV0191
 OV0191;                    North         East    Units  Estimated Accuracy
 OV0191;SPC WYEC     -   488,240.      348,240.      MT  (+/- 180 meters Scaled)
 OV0191
 OV0191                          SUPERSEDED SURVEY CONTROL
 OV0191
 OV0191  NGVD 29 (??/??/92) 1239.742  (m)         4067.39   (f) ADJ UNCH    1 2
 OV0191
 OV0191.Superseded values are not recommended for survey control.
 OV0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0191.See file dsdata.txt to determine how the superseded data were derived.
 OV0191
 OV0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ611754(NAD 83)
 OV0191_MARKER: DB = BENCH MARK DISK
 OV0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OV0191_SP_SET: SIPHON
 OV0191_STAMPING: 4066.809 U 23 1933
 OV0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0191
 OV0191  HISTORY     - Date     Condition        Report By
 OV0191  HISTORY     - 1933     MONUMENTED       CGS
 OV0191  HISTORY     - 1967     GOOD             NGS
 OV0191
 OV0191                          STATION DESCRIPTION
 OV0191
 OV0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 OV0191'1.9 MI SW FROM WORLAND.
 OV0191'FROM THE INTERSECTION OF SOUTH RAILWAY STREET AND GULBERTSON STREET
 OV0191'DRIVE 1.0 MI. SOUTH ON SOUTH RAILWAY STREET.  TURN RIGHT (WEST) AND
 OV0191'PROCEED 0.2 MI. TO A GRAVEL ROAD.  TURN LEFT (SOUTH) AND DRIVE SOUTH,
 OV0191'PARALLELING THE RAILROAD, FOR 0.6 MI. TO WHERE THE GRAVEL ROAD CROSSES
 OV0191'THE RAILROAD.  THE BENCH MARK IS IN THE SOUTH HEADWALL OF A CONCRETE
 OV0191'INVERTED SIPHON SITUATED ON THE WEST SIDE OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0010 ***********************************************************************
 PX0010  DESIGNATION -  U 24
 PX0010  PID         -  PX0010
 PX0010  STATE/COUNTY-  WY/BIG HORN
 PX0010  USGS QUAD   -  SHEEP CANYON (1966)
 PX0010
 PX0010                         *CURRENT SURVEY CONTROL
 PX0010  ___________________________________________________________________
 PX0010* NAD 83(1986)-  44 33 36.     (N)    108 09 43.     (W)     SCALED    
 PX0010* NAVD 88     -      1225.948  (meters)    4022.13   (feet)  ADJUSTED  
 PX0010  ___________________________________________________________________
 PX0010  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 PX0010  DYNAMIC HT  -        1225.448 (meters)    4020.49  (feet)  COMP
 PX0010  MODELED GRAV-     980,167.5   (mgal)                       NAVD 88
 PX0010
 PX0010  VERT ORDER  -  FIRST     CLASS II
 PX0010
 PX0010.The horizontal coordinates were scaled from a topographic map and have
 PX0010.an estimated accuracy of +/- 6 seconds.
 PX0010
 PX0010.The orthometric height was determined by differential leveling
 PX0010.and adjusted by the National Geodetic Survey in June 1991..
 PX0010
 PX0010.The geoid height was determined by GEOID03.
 PX0010
 PX0010.The dynamic height is computed by dividing the NAVD 88
 PX0010.geopotential number by the normal gravity value computed on the
 PX0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0010.degrees latitude (g = 980.6199 gals.).
 PX0010
 PX0010.The modeled gravity was interpolated from observed gravity values.
 PX0010
 PX0010;                    North         East    Units  Estimated Accuracy
 PX0010;SPC WYEC     -   551,310.      334,170.      MT  (+/- 180 meters Scaled)
 PX0010
 PX0010                          SUPERSEDED SURVEY CONTROL
 PX0010
 PX0010  NGVD 29 (??/??/92) 1225.107  (m)         4019.37   (f) ADJ UNCH    1 2
 PX0010
 PX0010.Superseded values are not recommended for survey control.
 PX0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0010.See file dsdata.txt to determine how the superseded data were derived.
 PX0010
 PX0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ253379(NAD 83)
 PX0010_MARKER: DB = BENCH MARK DISK
 PX0010_SETTING: 66 = SET IN ROCK OUTCROP
 PX0010_SP_SET: ROCK OUTCROP
 PX0010_STAMPING: 4018.972 U 24 1933
 PX0010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0010+STABILITY: POSITION/ELEVATION WELL
 PX0010
 PX0010  HISTORY     - Date     Condition        Report By
 PX0010  HISTORY     - 1933     MONUMENTED       CGS
 PX0010  HISTORY     - 1966     GOOD             USGS
 PX0010  HISTORY     - 1982     MARK NOT FOUND   NGS
 PX0010
 PX0010                          STATION DESCRIPTION
 PX0010
 PX0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0010'8.9 MI NW FROM GREYBULL.
 PX0010'8.9 MILES NORTHWEST OF GREYBULL, BIG HORN COUNTY, ON U.S. HIGHWAY 310,
 PX0010'4.4 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 20, 275 FEET SOUTH OF
 PX0010'THE CREST OF A HILL, 58 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PX0010'AND IN THE TOP OF A ROCK OUTCROP MARKED BY A PYRAMID OF ROCKS. A
 PX0010'STANDARD DISK, STAMPED 4018.972 U 24 1933.
 PX0010
 PX0010                          STATION RECOVERY (1966)
 PX0010
 PX0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0010'RECOVERED IN GOOD CONDITION.
 PX0010
 PX0010                          STATION RECOVERY (1982)
 PX0010
 PX0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0125 ***********************************************************************
 PX0125  DESIGNATION -  U 25
 PX0125  PID         -  PX0125
 PX0125  STATE/COUNTY-  WY/PARK
 PX0125  USGS QUAD   -  DEAVER RESERVOIR (1966)
 PX0125
 PX0125                         *CURRENT SURVEY CONTROL
 PX0125  ___________________________________________________________________
 PX0125* NAD 83(1986)-  44 53 28.     (N)    108 40 10.     (W)     SCALED    
 PX0125* NAVD 88     -      1301.546  (meters)    4270.16   (feet)  ADJUSTED  
 PX0125  ___________________________________________________________________
 PX0125  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 PX0125  DYNAMIC HT  -        1301.016 (meters)    4268.42  (feet)  COMP
 PX0125  MODELED GRAV-     980,165.3   (mgal)                       NAVD 88
 PX0125
 PX0125  VERT ORDER  -  SECOND    CLASS 0
 PX0125
 PX0125.The horizontal coordinates were scaled from a topographic map and have
 PX0125.an estimated accuracy of +/- 6 seconds.
 PX0125
 PX0125.The orthometric height was determined by differential leveling
 PX0125.and adjusted by the National Geodetic Survey in June 1991..
 PX0125
 PX0125.The geoid height was determined by GEOID03.
 PX0125
 PX0125.The dynamic height is computed by dividing the NAVD 88
 PX0125.geopotential number by the normal gravity value computed on the
 PX0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0125.degrees latitude (g = 980.6199 gals.).
 PX0125
 PX0125.The modeled gravity was interpolated from observed gravity values.
 PX0125
 PX0125;                    North         East    Units  Estimated Accuracy
 PX0125;SPC WYWC     -   487,770.      606,360.      MT  (+/- 180 meters Scaled)
 PX0125
 PX0125                          SUPERSEDED SURVEY CONTROL
 PX0125
 PX0125  NGVD 29 (??/??/92) 1300.586  (m)         4267.01   (f) ADJ UNCH    2 0
 PX0125
 PX0125.Superseded values are not recommended for survey control.
 PX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0125.See file dsdata.txt to determine how the superseded data were derived.
 PX0125
 PX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ840734(NAD 83)
 PX0125_MARKER: DB = BENCH MARK DISK
 PX0125_SETTING: 66 = SET IN ROCK OUTCROP
 PX0125_SP_SET: ROCK OUTCROP
 PX0125_STAMPING: 4266.737 U 25 1933
 PX0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0125+STABILITY: POSITION/ELEVATION WELL
 PX0125
 PX0125  HISTORY     - Date     Condition        Report By
 PX0125  HISTORY     - 1933     MONUMENTED       CGS
 PX0125
 PX0125                          STATION DESCRIPTION
 PX0125
 PX0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0125'6.6 MI S FROM FRANNIE.
 PX0125'ABOUT 6.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0125'RAILROAD FROM FRANNIE, PARK COUNTY, AT MILEAGE 6.21, ABOUT 630 FEET
 PX0125'WEST OF THE TRACK, IN A ROCK OUTCROP, AND 12 FEET SOUTH OF A PYRAMID
 PX0125'OF LOOSE ROCKS.  A STANDARD DISK, STAMPED 4266.737 U 25 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0142 ***********************************************************************
 OV0142  DESIGNATION -  U 26
 OV0142  PID         -  OV0142
 OV0142  STATE/COUNTY-  WY/FREMONT
 OV0142  USGS QUAD   -  MADDEN (1952)
 OV0142
 OV0142                         *CURRENT SURVEY CONTROL
 OV0142  ___________________________________________________________________
 OV0142* NAD 83(1986)-  43 12 56.     (N)    107 33 08.     (W)     SCALED    
 OV0142* NAVD 88     -      1684.414  (meters)    5526.28   (feet)  POSTED    
 OV0142  ___________________________________________________________________
 OV0142  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 OV0142  DYNAMIC HT  -        1683.280 (meters)    5522.56  (feet)  COMP
 OV0142  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 OV0142
 OV0142  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OV0142
 OV0142.The horizontal coordinates were scaled from a topographic map and have
 OV0142.an estimated accuracy of +/- 6 seconds.
 OV0142
 OV0142.The orthometric height was determined by differential leveling
 OV0142.and adjusted by the National Geodetic Survey in 1992..
 OV0142.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OV0142.rate of 1.1 thru 2.0 mm/km.
 OV0142
 OV0142.The geoid height was determined by GEOID03.
 OV0142
 OV0142.The dynamic height is computed by dividing the NAVD 88
 OV0142.geopotential number by the normal gravity value computed on the
 OV0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0142.degrees latitude (g = 980.6199 gals.).
 OV0142
 OV0142.The modeled gravity was interpolated from observed gravity values.
 OV0142
 OV0142;                    North         East    Units  Estimated Accuracy
 OV0142;SPC WYWC     -   302,300.      697,320.      MT  (+/- 180 meters Scaled)
 OV0142
 OV0142                          SUPERSEDED SURVEY CONTROL
 OV0142
 OV0142  NGVD 29 (??/??/92) 1683.335  (m)         5522.74   (f) ADJ UNCH    1 2
 OV0142
 OV0142.Superseded values are not recommended for survey control.
 OV0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0142.See file dsdata.txt to determine how the superseded data were derived.
 OV0142
 OV0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH926879(NAD 83)
 OV0142_MARKER: DB = BENCH MARK DISK
 OV0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0142_STAMPING: U 26 1934
 OV0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0142+STABILITY: SURFACE MOTION
 OV0142
 OV0142  HISTORY     - Date     Condition        Report By
 OV0142  HISTORY     - 1934     MONUMENTED       CGS
 OV0142
 OV0142                          STATION DESCRIPTION
 OV0142
 OV0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0142'2.0 MI W FROM MADDEN.
 OV0142'ABOUT 2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0142'FROM THE STATION AT MADDEN, FREMONT COUNTY, ABOUT 0.25 MILE EAST OF
 OV0142'MILEPOST 276, AT THE WEST END OF THE FIRST CUT EAST OF THE MILEPOST,
 OV0142'35.7 FEET SOUTH OF THE SOUTH RAIL, AND 35.9 FEET WEST OF A POLE
 OV0142'OPPOSITE THE WEST END OF THE CUT.  A STANDARD DISK, STAMPED U 26 1934
 OV0142'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0193 ***********************************************************************
 NR0193  DESIGNATION -  U 27
 NR0193  PID         -  NR0193
 NR0193  STATE/COUNTY-  WY/CARBON
 NR0193  USGS QUAD   -  SPLIT ROCK (1984)
 NR0193
 NR0193                         *CURRENT SURVEY CONTROL
 NR0193  ___________________________________________________________________
 NR0193* NAD 83(1986)-  42 27 54.     (N)    107 35 22.     (W)     SCALED    
 NR0193* NAVD 88     -      1882.988  (meters)    6177.77   (feet)  ADJUSTED  
 NR0193  ___________________________________________________________________
 NR0193  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 NR0193  DYNAMIC HT  -        1881.632 (meters)    6173.32  (feet)  COMP
 NR0193  MODELED GRAV-     979,833.7   (mgal)                       NAVD 88
 NR0193
 NR0193  VERT ORDER  -  SECOND    CLASS 0
 NR0193
 NR0193.The horizontal coordinates were scaled from a topographic map and have
 NR0193.an estimated accuracy of +/- 6 seconds.
 NR0193
 NR0193.The orthometric height was determined by differential leveling
 NR0193.and adjusted by the National Geodetic Survey in June 1991..
 NR0193
 NR0193.The geoid height was determined by GEOID03.
 NR0193
 NR0193.The dynamic height is computed by dividing the NAVD 88
 NR0193.geopotential number by the normal gravity value computed on the
 NR0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0193.degrees latitude (g = 980.6199 gals.).
 NR0193
 NR0193.The modeled gravity was interpolated from observed gravity values.
 NR0193
 NR0193;                    North         East    Units  Estimated Accuracy
 NR0193;SPC WYEC     -   318,260.      378,940.      MT  (+/- 180 meters Scaled)
 NR0193
 NR0193                          SUPERSEDED SURVEY CONTROL
 NR0193
 NR0193  NGVD 29 (??/??/92) 1881.970  (m)         6174.43   (f) ADJ UNCH    2 0
 NR0193
 NR0193.Superseded values are not recommended for survey control.
 NR0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0193.See file dsdata.txt to determine how the superseded data were derived.
 NR0193
 NR0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH871046(NAD 83)
 NR0193_MARKER: DB = BENCH MARK DISK
 NR0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0193_STAMPING: U 27 1934
 NR0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0193+STABILITY: SURFACE MOTION
 NR0193
 NR0193  HISTORY     - Date     Condition        Report By
 NR0193  HISTORY     - 1934     MONUMENTED       CGS
 NR0193
 NR0193                          STATION DESCRIPTION
 NR0193
 NR0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0193'11.0 MI W FROM THREE FORKS.
 NR0193'IN FREMONT COUNTY, ABOUT 11.0 MILES WEST ALONG U.S. HIGHWAY 287 FROM
 NR0193'THREE FORKS, CARBON COUNTY, ABOUT 0.3 MILE WEST OF SPLIT ROCK, FREMONT
 NR0193'COUNTY, AT THE NEAREST APPROACH OF SWEETWATER RIVER TO THE HIGHWAY,
 NR0193'ABOUT 425 FEET SOUTHEAST OF A FENCED LANE LEADING TO THE RIVER, 58.4
 NR0193'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 2.5 FEET
 NR0193'SOUTHWEST OF A WIRE FENCE.  A STANDARD DISK, STAMPED U 27 1934 AND SET
 NR0193'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0017 ***********************************************************************
 NS0017  DESIGNATION -  U 28
 NS0017  PID         -  NS0017
 NS0017  STATE/COUNTY-  WY/FREMONT
 NS0017  USGS QUAD   -  RED CANYON (1978)
 NS0017
 NS0017                         *CURRENT SURVEY CONTROL
 NS0017  ___________________________________________________________________
 NS0017* NAD 83(1986)-  42 34 18.     (N)    108 16 50.     (W)     SCALED    
 NS0017* NAVD 88     -      2046.193  (meters)    6713.22   (feet)  ADJUSTED  
 NS0017  ___________________________________________________________________
 NS0017  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 NS0017  DYNAMIC HT  -        2044.693 (meters)    6708.30  (feet)  COMP
 NS0017  MODELED GRAV-     979,814.2   (mgal)                       NAVD 88
 NS0017
 NS0017  VERT ORDER  -  SECOND    CLASS 0
 NS0017
 NS0017.The horizontal coordinates were scaled from a topographic map and have
 NS0017.an estimated accuracy of +/- 6 seconds.
 NS0017
 NS0017.The orthometric height was determined by differential leveling
 NS0017.and adjusted by the National Geodetic Survey in June 1991..
 NS0017
 NS0017.The geoid height was determined by GEOID03.
 NS0017
 NS0017.The dynamic height is computed by dividing the NAVD 88
 NS0017.geopotential number by the normal gravity value computed on the
 NS0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0017.degrees latitude (g = 980.6199 gals.).
 NS0017
 NS0017.The modeled gravity was interpolated from observed gravity values.
 NS0017
 NS0017;                    North         East    Units  Estimated Accuracy
 NS0017;SPC WYWC     -   230,180.      638,540.      MT  (+/- 180 meters Scaled)
 NS0017
 NS0017                          SUPERSEDED SURVEY CONTROL
 NS0017
 NS0017  NGVD 29 (??/??/92) 2045.105  (m)         6709.65   (f) ADJ UNCH    2 0
 NS0017
 NS0017.Superseded values are not recommended for survey control.
 NS0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0017.See file dsdata.txt to determine how the superseded data were derived.
 NS0017
 NS0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN231168(NAD 83)
 NS0017_MARKER: DB = BENCH MARK DISK
 NS0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0017_STAMPING: U 28 1934
 NS0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0017+STABILITY: SURFACE MOTION
 NS0017
 NS0017  HISTORY     - Date     Condition        Report By
 NS0017  HISTORY     - 1934     MONUMENTED       CGS
 NS0017
 NS0017                          STATION DESCRIPTION
 NS0017
 NS0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0017'33.0 MI SE FROM LANDER.
 NS0017'33 MILES SOUTHEAST OF LANDER, FREMONT COUNTY, ALONG HIGHWAY 287,
 NS0017'THENCE 1.2.  MILES SOUTHWEST ALONG THE OLD HIGHWAY, IN SW 1/4 SECTION
 NS0017'14, T 30 N, R 96 W APPROXIMATELY 40 FEET NORTHWEST OF ROAD FORK.  A
 NS0017'STANDARD DISK, STAMPED U 28 1934 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0173 ***********************************************************************
 NR0173  DESIGNATION -  U 30
 NR0173  PID         -  NR0173
 NR0173  STATE/COUNTY-  WY/CARBON
 NR0173  USGS QUAD   -  LAMONT (1981)
 NR0173
 NR0173                         *CURRENT SURVEY CONTROL
 NR0173  ___________________________________________________________________
 NR0173* NAD 83(1986)-  42 14 23.     (N)    107 27 48.     (W)     SCALED    
 NR0173* NAVD 88     -      2053.084  (meters)    6735.83   (feet)  ADJUSTED  
 NR0173  ___________________________________________________________________
 NR0173  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 NR0173  DYNAMIC HT  -        2051.448 (meters)    6730.46  (feet)  COMP
 NR0173  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 NR0173
 NR0173  VERT ORDER  -  FIRST     CLASS II
 NR0173
 NR0173.The horizontal coordinates were scaled from a topographic map and have
 NR0173.an estimated accuracy of +/- 6 seconds.
 NR0173
 NR0173.The orthometric height was determined by differential leveling
 NR0173.and adjusted by the National Geodetic Survey in June 1991..
 NR0173
 NR0173.The geoid height was determined by GEOID03.
 NR0173
 NR0173.The dynamic height is computed by dividing the NAVD 88
 NR0173.geopotential number by the normal gravity value computed on the
 NR0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0173.degrees latitude (g = 980.6199 gals.).
 NR0173
 NR0173.The modeled gravity was interpolated from observed gravity values.
 NR0173
 NR0173;                    North         East    Units  Estimated Accuracy
 NR0173;SPC WYEC     -   293,210.      389,270.      MT  (+/- 180 meters Scaled)
 NR0173
 NR0173                          SUPERSEDED SURVEY CONTROL
 NR0173
 NR0173  NGVD 29 (??/??/92) 2051.956  (m)         6732.13   (f) ADJ UNCH    1 2
 NR0173
 NR0173.Superseded values are not recommended for survey control.
 NR0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0173.See file dsdata.txt to determine how the superseded data were derived.
 NR0173
 NR0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG967793(NAD 83)
 NR0173_MARKER: DB = BENCH MARK DISK
 NR0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0173_STAMPING: U 30 1933
 NR0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0173+STABILITY: SURFACE MOTION
 NR0173
 NR0173  HISTORY     - Date     Condition        Report By
 NR0173  HISTORY     - 1933     MONUMENTED       CGS
 NR0173
 NR0173                          STATION DESCRIPTION
 NR0173
 NR0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0173'9.7 MI S FROM THREE FORKS.
 NR0173'9.7 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THREE FORKS, CARBON
 NR0173'COUNTY, AT A ROAD JUNCTION, 63 FEET SOUTH OF THE ROAD LEADING EAST,
 NR0173'AND 60 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 NR0173'STAMPED U 30 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NR0173'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0139 ***********************************************************************
 NR0139  DESIGNATION -  U 31
 NR0139  PID         -  NR0139
 NR0139  STATE/COUNTY-  WY/NATRONA
 NR0139  USGS QUAD   -  BENTON BASIN (1984)
 NR0139
 NR0139                         *CURRENT SURVEY CONTROL
 NR0139  ___________________________________________________________________
 NR0139* NAD 83(1986)-  42 33 27.     (N)    106 47 45.     (W)     SCALED    
 NR0139* NAVD 88     -      1865.392  (meters)    6120.04   (feet)  ADJUSTED  
 NR0139  ___________________________________________________________________
 NR0139  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 NR0139  DYNAMIC HT  -        1864.110 (meters)    6115.83  (feet)  COMP
 NR0139  MODELED GRAV-     979,866.9   (mgal)                       NAVD 88
 NR0139
 NR0139  VERT ORDER  -  FIRST     CLASS II
 NR0139
 NR0139.The horizontal coordinates were scaled from a topographic map and have
 NR0139.an estimated accuracy of +/- 6 seconds.
 NR0139
 NR0139.The orthometric height was determined by differential leveling
 NR0139.and adjusted by the National Geodetic Survey in June 1991..
 NR0139
 NR0139.The geoid height was determined by GEOID03.
 NR0139
 NR0139.The dynamic height is computed by dividing the NAVD 88
 NR0139.geopotential number by the normal gravity value computed on the
 NR0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0139.degrees latitude (g = 980.6199 gals.).
 NR0139
 NR0139.The modeled gravity was interpolated from observed gravity values.
 NR0139
 NR0139;                    North         East    Units  Estimated Accuracy
 NR0139;SPC WYEC     -   328,640.      444,140.      MT  (+/- 180 meters Scaled)
 NR0139
 NR0139                          SUPERSEDED SURVEY CONTROL
 NR0139
 NR0139  NGVD 29 (??/??/92) 1864.445  (m)         6116.93   (f) ADJ UNCH    1 2
 NR0139
 NR0139.Superseded values are not recommended for survey control.
 NR0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0139.See file dsdata.txt to determine how the superseded data were derived.
 NR0139
 NR0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH525132(NAD 83)
 NR0139_MARKER: DB = BENCH MARK DISK
 NR0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0139_STAMPING: U 31 1933
 NR0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0139+STABILITY: SURFACE MOTION
 NR0139
 NR0139  HISTORY     - Date     Condition        Report By
 NR0139  HISTORY     - 1933     MONUMENTED       CGS
 NR0139  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0139
 NR0139                          STATION DESCRIPTION
 NR0139
 NR0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0139'33.7 MI SW FROM CASPER.
 NR0139'33.7 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0139'CASPER, NATRONA COUNTY, 1.8 MILES EAST OF THE JUNCTION OF THE ROAD
 NR0139'LEADING SOUTH TO PATHFINDER DAM, AT THE TOP OF A LONG HILL RISING FROM
 NR0139'THE EAST, AND 50.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY. A
 NR0139'STANDARD DISK, STAMPED U 31 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0139'PROJECTING 6 INCHES ABOVE GROUND.
 NR0139
 NR0139                          STATION RECOVERY (1982)
 NR0139
 NR0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0185 ***********************************************************************
 OX0185  DESIGNATION -  U 311
 OX0185  PID         -  OX0185
 OX0185  STATE/COUNTY-  WY/TETON
 OX0185  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 OX0185
 OX0185                         *CURRENT SURVEY CONTROL
 OX0185  ___________________________________________________________________
 OX0185* NAD 83(1986)-  43 34 25.     (N)    110 43 57.     (W)     SCALED    
 OX0185* NAVD 88     -      1950.208  (meters)    6398.31   (feet)  ADJUSTED  
 OX0185  ___________________________________________________________________
 OX0185  GEOID HEIGHT-          -9.46  (meters)                     GEOID03
 OX0185  DYNAMIC HT  -        1948.916 (meters)    6394.07  (feet)  COMP
 OX0185  MODELED GRAV-     979,888.0   (mgal)                       NAVD 88
 OX0185
 OX0185  VERT ORDER  -  SECOND    CLASS 0
 OX0185
 OX0185.The horizontal coordinates were scaled from a topographic map and have
 OX0185.an estimated accuracy of +/- 6 seconds.
 OX0185
 OX0185.The orthometric height was determined by differential leveling
 OX0185.and adjusted by the National Geodetic Survey in June 1991..
 OX0185
 OX0185.The geoid height was determined by GEOID03.
 OX0185
 OX0185.The dynamic height is computed by dividing the NAVD 88
 OX0185.geopotential number by the normal gravity value computed on the
 OX0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0185.degrees latitude (g = 980.6199 gals.).
 OX0185
 OX0185.The modeled gravity was interpolated from observed gravity values.
 OX0185
 OX0185;                    North         East    Units  Estimated Accuracy
 OX0185;SPC WY W     -   441,580.      747,570.      MT  (+/- 180 meters Scaled)
 OX0185
 OX0185                          SUPERSEDED SURVEY CONTROL
 OX0185
 OX0185  NGVD 29 (??/??/92) 1948.918  (m)         6394.08   (f) ADJ UNCH    2 0
 OX0185
 OX0185.Superseded values are not recommended for survey control.
 OX0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0185.See file dsdata.txt to determine how the superseded data were derived.
 OX0185
 OX0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP216245(NAD 83)
 OX0185_MARKER: DB = BENCH MARK DISK
 OX0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0185_STAMPING: U 311 1946
 OX0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0185+STABILITY: SURFACE MOTION
 OX0185
 OX0185  HISTORY     - Date     Condition        Report By
 OX0185  HISTORY     - 1946     MONUMENTED       CGS
 OX0185  HISTORY     - 1968     GOOD             NGS
 OX0185
 OX0185                          STATION DESCRIPTION
 OX0185
 OX0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0185'6.45 MI N FROM JACKSON.
 OX0185'ALONG U.S. HIGHWAY 187, ABOUT 6.45 MILES NORTH OF THE POST OFFICE AT
 OX0185'JACKSON, ABOUT 0.5 MILE NORTH OF BRIDGE OVER GROS VENTRE RIVER, SET IN
 OX0185'CONCRETE POST 160.7 FEET NORTH OF NORTHEAST CORNER OF WOODEN BRIDGE
 OX0185'OVER IRRIGATION CANAL, 40.2 FEET EAST OF CENTER LINE OF HIGHWAY.
 OX0185'STANDARD BRONZE DISK SET IN A CONCRETE POST.
 OX0185
 OX0185                          STATION RECOVERY (1968)
 OX0185
 OX0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OX0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0028 ***********************************************************************
 OX0028  DESIGNATION -  U 312
 OX0028  PID         -  OX0028
 OX0028  STATE/COUNTY-  WY/TETON
 OX0028  USGS QUAD   -  UPPER SLIDE LAKE (1996)
 OX0028
 OX0028                         *CURRENT SURVEY CONTROL
 OX0028  ___________________________________________________________________
 OX0028* NAD 83(1986)-  43 35 09.     (N)    110 21 20.     (W)     SCALED    
 OX0028* NAVD 88     -      2265.278  (meters)    7432.00   (feet)  ADJUSTED  
 OX0028  ___________________________________________________________________
 OX0028  GEOID HEIGHT-          -8.66  (meters)                     GEOID03
 OX0028  DYNAMIC HT  -        2263.642 (meters)    7426.63  (feet)  COMP
 OX0028  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 OX0028
 OX0028  VERT ORDER  -  SECOND    CLASS 0
 OX0028
 OX0028.The horizontal coordinates were scaled from a topographic map and have
 OX0028.an estimated accuracy of +/- 6 seconds.
 OX0028
 OX0028.The orthometric height was determined by differential leveling
 OX0028.and adjusted by the National Geodetic Survey in June 1991..
 OX0028
 OX0028.The geoid height was determined by GEOID03.
 OX0028
 OX0028.The dynamic height is computed by dividing the NAVD 88
 OX0028.geopotential number by the normal gravity value computed on the
 OX0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0028.degrees latitude (g = 980.6199 gals.).
 OX0028
 OX0028.The modeled gravity was interpolated from observed gravity values.
 OX0028
 OX0028;                    North         East    Units  Estimated Accuracy
 OX0028;SPC WY W     -   442,770.      778,020.      MT  (+/- 180 meters Scaled)
 OX0028
 OX0028                          SUPERSEDED SURVEY CONTROL
 OX0028
 OX0028  NGVD 29 (??/??/92) 2263.868  (m)         7427.37   (f) ADJ UNCH    2 0
 OX0028
 OX0028.Superseded values are not recommended for survey control.
 OX0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0028.See file dsdata.txt to determine how the superseded data were derived.
 OX0028
 OX0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP520260(NAD 83)
 OX0028_MARKER: DB = BENCH MARK DISK
 OX0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0028_STAMPING: U 312 1946
 OX0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0028+STABILITY: SURFACE MOTION
 OX0028
 OX0028  HISTORY     - Date     Condition        Report By
 OX0028  HISTORY     - 1946     MONUMENTED       CGS
 OX0028  HISTORY     - 1965     GOOD             USGS
 OX0028  HISTORY     - 1978     GOOD             LOCSUR
 OX0028
 OX0028                          STATION DESCRIPTION
 OX0028
 OX0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0028'18 MI E FROM KELLY.
 OX0028'ALONG GROS VENTRE RIVER ROAD, ABOUT 18 MILES EAST OF KELLY POST OFFICE
 OX0028'(BY ROAD), ACROSS ROAD FROM EAST END OF SMALL LAKE, SET IN CONCRETE
 OX0028'POST 44 FEET NORTH OF CENTER LINE OF ROAD, 45 FEET NORTHEAST OF NORTH
 OX0028'END OF IRON PIPE CULVERT UNDER ROAD, 3.8 FEET WEST OF TELEPHONE POLE.
 OX0028'A STANDARD DISK, STAMPED U 312 1946 AND SET IN TOP OF A CONCRETE POST.
 OX0028
 OX0028                          STATION RECOVERY (1965)
 OX0028
 OX0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0028'RECOVERED IN GOOD CONDITION.
 OX0028
 OX0028                          STATION RECOVERY (1978)
 OX0028
 OX0028'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 OX0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0156 ***********************************************************************
 OX0156  DESIGNATION -  U 313
 OX0156  PID         -  OX0156
 OX0156  STATE/COUNTY-  WY/LINCOLN
 OX0156  USGS QUAD   -  DEER CREEK (1979)
 OX0156
 OX0156                         *CURRENT SURVEY CONTROL
 OX0156  ___________________________________________________________________
 OX0156* NAD 83(1986)-  43 02 44.     (N)    110 48 52.     (W)     SCALED    
 OX0156* NAVD 88     -      1902.062  (meters)    6240.35   (feet)  ADJUSTED  
 OX0156  ___________________________________________________________________
 OX0156  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OX0156  DYNAMIC HT  -        1900.712 (meters)    6235.92  (feet)  COMP
 OX0156  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 OX0156
 OX0156  VERT ORDER  -  SECOND    CLASS 0
 OX0156
 OX0156.The horizontal coordinates were scaled from a topographic map and have
 OX0156.an estimated accuracy of +/- 6 seconds.
 OX0156
 OX0156.The orthometric height was determined by differential leveling
 OX0156.and adjusted by the National Geodetic Survey in June 1991..
 OX0156
 OX0156.The geoid height was determined by GEOID03.
 OX0156
 OX0156.The dynamic height is computed by dividing the NAVD 88
 OX0156.geopotential number by the normal gravity value computed on the
 OX0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0156.degrees latitude (g = 980.6199 gals.).
 OX0156
 OX0156.The modeled gravity was interpolated from observed gravity values.
 OX0156
 OX0156;                    North         East    Units  Estimated Accuracy
 OX0156;SPC WY W     -   382,970.      740,430.      MT  (+/- 180 meters Scaled)
 OX0156
 OX0156                          SUPERSEDED SURVEY CONTROL
 OX0156
 OX0156  NGVD 29 (??/??/92) 1900.759  (m)         6236.07   (f) ADJ UNCH    2 0
 OX0156
 OX0156.Superseded values are not recommended for survey control.
 OX0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0156.See file dsdata.txt to determine how the superseded data were derived.
 OX0156
 OX0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN151658(NAD 83)
 OX0156_MARKER: DB = BENCH MARK DISK
 OX0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0156_STAMPING: U 313 1946
 OX0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0156+STABILITY: SURFACE MOTION
 OX0156
 OX0156  HISTORY     - Date     Condition        Report By
 OX0156  HISTORY     - 1946     MONUMENTED       CGS
 OX0156
 OX0156                          STATION DESCRIPTION
 OX0156
 OX0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0156'19.1 MI SE FROM ALPINE.
 OX0156'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0156'THENCE ABOUT 17.5 MILES SOUTHEAST ALONG GREYS RIVER ROAD, AT THE EAST
 OX0156'END OF A LONG FLAT, ABOUT 45 FEET SOUTHWEST OF A TELEPHONE POLE, 42
 OX0156'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET ABOVE THE
 OX0156'ROAD LEVEL, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0097 ***********************************************************************
 NT0097  DESIGNATION -  U 314
 NT0097  PID         -  NT0097
 NT0097  STATE/COUNTY-  WY/LINCOLN
 NT0097  USGS QUAD   -  BOX CANYON CREEK (1980)
 NT0097
 NT0097                         *CURRENT SURVEY CONTROL
 NT0097  ___________________________________________________________________
 NT0097* NAD 83(1986)-  42 43 11.     (N)    110 40 51.     (W)     SCALED    
 NT0097* NAVD 88     -      2244.799  (meters)    7364.81   (feet)  ADJUSTED  
 NT0097  ___________________________________________________________________
 NT0097  GEOID HEIGHT-         -10.43  (meters)                     GEOID03
 NT0097  DYNAMIC HT  -        2243.038 (meters)    7359.03  (feet)  COMP
 NT0097  MODELED GRAV-     979,755.6   (mgal)                       NAVD 88
 NT0097
 NT0097  VERT ORDER  -  SECOND    CLASS 0
 NT0097
 NT0097.The horizontal coordinates were scaled from a topographic map and have
 NT0097.an estimated accuracy of +/- 6 seconds.
 NT0097
 NT0097.The orthometric height was determined by differential leveling
 NT0097.and adjusted by the National Geodetic Survey in June 1991..
 NT0097
 NT0097.The geoid height was determined by GEOID03.
 NT0097
 NT0097.The dynamic height is computed by dividing the NAVD 88
 NT0097.geopotential number by the normal gravity value computed on the
 NT0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0097.degrees latitude (g = 980.6199 gals.).
 NT0097
 NT0097.The modeled gravity was interpolated from observed gravity values.
 NT0097
 NT0097;                    North         East    Units  Estimated Accuracy
 NT0097;SPC WY W     -   346,690.      751,060.      MT  (+/- 180 meters Scaled)
 NT0097
 NT0097                          SUPERSEDED SURVEY CONTROL
 NT0097
 NT0097  NGVD 29 (??/??/92) 2243.406  (m)         7360.24   (f) ADJ UNCH    2 0
 NT0097
 NT0097.Superseded values are not recommended for survey control.
 NT0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0097.See file dsdata.txt to determine how the superseded data were derived.
 NT0097
 NT0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN261297(NAD 83)
 NT0097_MARKER: DB = BENCH MARK DISK
 NT0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0097_STAMPING: U 314 1946
 NT0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0097+STABILITY: SURFACE MOTION
 NT0097
 NT0097  HISTORY     - Date     Condition        Report By
 NT0097  HISTORY     - 1946     MONUMENTED       CGS
 NT0097  HISTORY     - 1972     GOOD             NGS
 NT0097
 NT0097                          STATION DESCRIPTION
 NT0097
 NT0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0097'45.4 MI SE FROM ALPINE.
 NT0097'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 NT0097'THENCE 43.8 MILES SOUTHEAST ALONG GREYS RIVER ROAD, AT THE APPROXIMATE
 NT0097'CENTER OF A 0.2-MILE NORTH-SOUTH STRETCH OF ROAD WHICH RUNS THROUGH A
 NT0097'THICK FOREST, 17 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET
 NT0097'NORTHWEST OF A GROUP OF 3 LARGE PINE TREES WHOSE BASES ARE WITHIN 1
 NT0097'FOOT OF EACH OTHER, 3 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 NT0097'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 NT0097
 NT0097                          STATION RECOVERY (1972)
 NT0097
 NT0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0122 ***********************************************************************
 NT0122  DESIGNATION -  U 315
 NT0122  PID         -  NT0122
 NT0122  STATE/COUNTY-  WY/LINCOLN
 NT0122  USGS QUAD   -  POISON MEADOWS (1980)
 NT0122
 NT0122                         *CURRENT SURVEY CONTROL
 NT0122  ___________________________________________________________________
 NT0122* NAD 83(1986)-  42 31 53.     (N)    110 44 33.     (W)     SCALED    
 NT0122* NAVD 88     -      2474.808  (meters)    8119.43   (feet)  ADJUSTED  
 NT0122  ___________________________________________________________________
 NT0122  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 NT0122  DYNAMIC HT  -        2472.723 (meters)    8112.59  (feet)  COMP
 NT0122  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 NT0122
 NT0122  VERT ORDER  -  SECOND    CLASS 0
 NT0122
 NT0122.The horizontal coordinates were scaled from a topographic map and have
 NT0122.an estimated accuracy of +/- 6 seconds.
 NT0122
 NT0122.The orthometric height was determined by differential leveling
 NT0122.and adjusted by the National Geodetic Survey in June 1991..
 NT0122
 NT0122.The geoid height was determined by GEOID03.
 NT0122
 NT0122.The dynamic height is computed by dividing the NAVD 88
 NT0122.geopotential number by the normal gravity value computed on the
 NT0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0122.degrees latitude (g = 980.6199 gals.).
 NT0122
 NT0122.The modeled gravity was interpolated from observed gravity values.
 NT0122
 NT0122;                    North         East    Units  Estimated Accuracy
 NT0122;SPC WY W     -   325,810.      745,850.      MT  (+/- 180 meters Scaled)
 NT0122
 NT0122                          SUPERSEDED SURVEY CONTROL
 NT0122
 NT0122  NGVD 29 (??/??/92) 2473.324  (m)         8114.56   (f) ADJ UNCH    2 0
 NT0122
 NT0122.Superseded values are not recommended for survey control.
 NT0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0122.See file dsdata.txt to determine how the superseded data were derived.
 NT0122
 NT0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN211088(NAD 83)
 NT0122_MARKER: DB = BENCH MARK DISK
 NT0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0122_STAMPING: U 315 1946
 NT0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0122+STABILITY: SURFACE MOTION
 NT0122
 NT0122  HISTORY     - Date     Condition        Report By
 NT0122  HISTORY     - 1946     MONUMENTED       CGS
 NT0122
 NT0122                          STATION DESCRIPTION
 NT0122
 NT0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0122'20.6 MI SE FROM SMOOT.
 NT0122'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0122'THENCE ABOUT 13.6 MILES EASTERLY ALONG GREYS RIVER ROAD, 32 FEET EAST
 NT0122'OF THE CENTER LINE OF THE ROAD, 24 FEET WEST OF A THICKET OF SMALL
 NT0122'SPRUCE TREES AT THE BASE OF A VERY STEEP HILL, 13 FEET EAST OF A LARGE
 NT0122'PINE TREE WITH A TRIANGLE BLAZE FACING THE MARK, ABOUT 2 FEET ABOVE
 NT0122'THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 NT0122'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0480 ***********************************************************************
 MO0480  DESIGNATION -  U 316
 MO0480  PID         -  MO0480
 MO0480  STATE/COUNTY-  WY/ALBANY
 MO0480  USGS QUAD   -  DALE CREEK (1987)
 MO0480
 MO0480                         *CURRENT SURVEY CONTROL
 MO0480  ___________________________________________________________________
 MO0480* NAD 83(1986)-  41 07 24.     (N)    105 25 27.     (W)     SCALED    
 MO0480* NAVD 88     -      2491.619  (meters)    8174.59   (feet)  ADJUSTED  
 MO0480  ___________________________________________________________________
 MO0480  GEOID HEIGHT-         -12.07  (meters)                     GEOID03
 MO0480  DYNAMIC HT  -        2489.301 (meters)    8166.98  (feet)  COMP
 MO0480  MODELED GRAV-     979,602.2   (mgal)                       NAVD 88
 MO0480
 MO0480  VERT ORDER  -  FIRST     CLASS II
 MO0480
 MO0480.The horizontal coordinates were scaled from a topographic map and have
 MO0480.an estimated accuracy of +/- 6 seconds.
 MO0480
 MO0480.The orthometric height was determined by differential leveling
 MO0480.and adjusted by the National Geodetic Survey in June 1991..
 MO0480
 MO0480.The geoid height was determined by GEOID03.
 MO0480
 MO0480.The dynamic height is computed by dividing the NAVD 88
 MO0480.geopotential number by the normal gravity value computed on the
 MO0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0480.degrees latitude (g = 980.6199 gals.).
 MO0480
 MO0480.The modeled gravity was interpolated from observed gravity values.
 MO0480
 MO0480;                    North         East    Units  Estimated Accuracy
 MO0480;SPC WY E     -    69,250.      178,380.      MT  (+/- 180 meters Scaled)
 MO0480
 MO0480                          SUPERSEDED SURVEY CONTROL
 MO0480
 MO0480  NGVD 29 (??/??/92) 2490.435  (m)         8170.70   (f) ADJ UNCH    1 2
 MO0480
 MO0480.Superseded values are not recommended for survey control.
 MO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0480.See file dsdata.txt to determine how the superseded data were derived.
 MO0480
 MO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF643525(NAD 83)
 MO0480_MARKER: DB = BENCH MARK DISK
 MO0480_SETTING: 80 = SET IN A BOULDER
 MO0480_SP_SET: GRANITE BOULDER
 MO0480_STAMPING: U 316 1947
 MO0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0480+STABILITY: SURFACE MOTION
 MO0480
 MO0480  HISTORY     - Date     Condition        Report By
 MO0480  HISTORY     - 1947     MONUMENTED       CGS
 MO0480  HISTORY     - 1956     GOOD             NGS
 MO0480
 MO0480                          STATION DESCRIPTION
 MO0480
 MO0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0480'5.6 MI NW FROM SHERMAN.
 MO0480'3.8 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0480'RAILROAD STATION SIGN AT SHERMAN, THENCE 1.8 MILES SOUTHWEST
 MO0480'ALONG THE FORMER RIGHT OF WAY OF THE UNION PACIFIC RAILROAD,
 MO0480'299 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD RAILROAD GRADE,
 MO0480'AT THE WEST END OF A GRANITE OUTCROP, AT THE BASE OF THE OUTCROP,
 MO0480'SET IN THE TOP OF A GRANITE BOULDER, IN SECTION 2, TOWNSHIP 13
 MO0480'NORTH, RANGE 72 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0700 ***********************************************************************
 MO0700  DESIGNATION -  U 317
 MO0700  PID         -  MO0700
 MO0700  STATE/COUNTY-  WY/ALBANY
 MO0700  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO0700
 MO0700                         *CURRENT SURVEY CONTROL
 MO0700  ___________________________________________________________________
 MO0700* NAD 83(1986)-  41 38 40.     (N)    105 46 46.     (W)     SCALED    
 MO0700* NAVD 88     -      2149.382  (meters)    7051.76   (feet)  ADJUSTED  
 MO0700  ___________________________________________________________________
 MO0700  GEOID HEIGHT-         -11.83  (meters)                     GEOID03
 MO0700  DYNAMIC HT  -        2147.555 (meters)    7045.77  (feet)  COMP
 MO0700  MODELED GRAV-     979,695.4   (mgal)                       NAVD 88
 MO0700
 MO0700  VERT ORDER  -  FIRST     CLASS II
 MO0700
 MO0700.The horizontal coordinates were scaled from a topographic map and have
 MO0700.an estimated accuracy of +/- 6 seconds.
 MO0700
 MO0700.The orthometric height was determined by differential leveling
 MO0700.and adjusted by the National Geodetic Survey in June 1991..
 MO0700
 MO0700.The geoid height was determined by GEOID03.
 MO0700
 MO0700.The dynamic height is computed by dividing the NAVD 88
 MO0700.geopotential number by the normal gravity value computed on the
 MO0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0700.degrees latitude (g = 980.6199 gals.).
 MO0700
 MO0700.The modeled gravity was interpolated from observed gravity values.
 MO0700
 MO0700;                    North         East    Units  Estimated Accuracy
 MO0700;SPC WY E     -   127,270.      148,950.      MT  (+/- 180 meters Scaled)
 MO0700
 MO0700                          SUPERSEDED SURVEY CONTROL
 MO0700
 MO0700  NGVD 29 (??/??/92) 2148.307  (m)         7048.24   (f) ADJ UNCH    1 2
 MO0700
 MO0700.Superseded values are not recommended for survey control.
 MO0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0700.See file dsdata.txt to determine how the superseded data were derived.
 MO0700
 MO0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG350105(NAD 83)
 MO0700_MARKER: DB = BENCH MARK DISK
 MO0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0700_STAMPING: U 317 1947
 MO0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0700+STABILITY: SURFACE MOTION
 MO0700
 MO0700  HISTORY     - Date     Condition        Report By
 MO0700  HISTORY     - 1947     MONUMENTED       CGS
 MO0700  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0700  HISTORY     - 19990823 MARK NOT FOUND   WYDT
 MO0700
 MO0700                          STATION DESCRIPTION
 MO0700
 MO0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0700'2.2 MI SE FROM LOOKOUT.
 MO0700'2.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 MO0700'STATION AT LOOKOUT, 155.0 FEET NORTHEAST OF THE NINTH POLE
 MO0700'SOUTHEAST OF MILEPOST 592, 58.4 FEET NORTHEAST OF THE NORTHEAST
 MO0700'RAIL OF THE NORTHEAST TRACK, 50.0 FEET NORTHEAST OF RAILWAY
 MO0700'SIGNAL 5917, 9.0 FEET SOUTHEAST OF A POWER POLE AND IN LINE
 MO0700'WITH THE ROW OF POLES, AT THE NORTHWEST END OF A LONG RAILWAY
 MO0700'FILL, 3.0 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE TOP OF
 MO0700'A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MO0700
 MO0700                          STATION RECOVERY (1983)
 MO0700
 MO0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0700'MARK NOT FOUND.
 MO0700
 MO0700                          STATION RECOVERY (1999)
 MO0700
 MO0700'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0700'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER,
 MO0700'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0715 ***********************************************************************
 MO0715  DESIGNATION -  U 318
 MO0715  PID         -  MO0715
 MO0715  STATE/COUNTY-  WY/ALBANY
 MO0715  USGS QUAD   -  ROCK RIVER (1981)
 MO0715
 MO0715                         *CURRENT SURVEY CONTROL
 MO0715  ___________________________________________________________________
 MO0715* NAD 83(1986)-  41 43 54.     (N)    105 58 49.     (W)     SCALED    
 MO0715* NAVD 88     -      2096.994  (meters)    6879.89   (feet)  ADJUSTED  
 MO0715  ___________________________________________________________________
 MO0715  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 MO0715  DYNAMIC HT  -        2095.204 (meters)    6874.02  (feet)  COMP
 MO0715  MODELED GRAV-     979,693.9   (mgal)                       NAVD 88
 MO0715
 MO0715  VERT ORDER  -  FIRST     CLASS II
 MO0715
 MO0715.The horizontal coordinates were scaled from a topographic map and have
 MO0715.an estimated accuracy of +/- 6 seconds.
 MO0715
 MO0715.The orthometric height was determined by differential leveling
 MO0715.and adjusted by the National Geodetic Survey in June 1991..
 MO0715
 MO0715.The geoid height was determined by GEOID03.
 MO0715
 MO0715.The dynamic height is computed by dividing the NAVD 88
 MO0715.geopotential number by the normal gravity value computed on the
 MO0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0715.degrees latitude (g = 980.6199 gals.).
 MO0715
 MO0715.The modeled gravity was interpolated from observed gravity values.
 MO0715
 MO0715;                    North         East    Units  Estimated Accuracy
 MO0715;SPC WY E     -   137,100.      132,310.      MT  (+/- 180 meters Scaled)
 MO0715
 MO0715                          SUPERSEDED SURVEY CONTROL
 MO0715
 MO0715  NGVD 29 (06/08/92) 2095.861  (m)         6876.17   (f) ADJUSTED    1 2
 MO0715
 MO0715.Superseded values are not recommended for survey control.
 MO0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0715.See file dsdata.txt to determine how the superseded data were derived.
 MO0715
 MO0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG184204(NAD 83)
 MO0715_MARKER: DB = BENCH MARK DISK
 MO0715_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MO0715_STAMPING: U 318 1947
 MO0715_MARK LOGO: CGS   
 MO0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0715+STABILITY: SURFACE MOTION
 MO0715
 MO0715  HISTORY     - Date     Condition        Report By
 MO0715  HISTORY     - 1947     MONUMENTED       CGS
 MO0715  HISTORY     - 1983     GOOD             NGS
 MO0715
 MO0715                          STATION DESCRIPTION
 MO0715
 MO0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0715'0.6 MI S FROM ROCK RIVER.
 MO0715'0.6 MILE SOUTH ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 MO0715'AT ROCK RIVER, 24.0 FEET WEST OF THE WEST RAIL OF THE WEST
 MO0715'TRACK AND 8 FEET LOWER, SET IN A DRILL HOLE IN THE TOP OF THE
 MO0715'NORTH END OF THE WEST HEADWALL OF A LARGE ARCH CONCRETE BRIDGE
 MO0715'OVER ROCK CREEK.
 MO0715
 MO0715                          STATION RECOVERY (1983)
 MO0715
 MO0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0715'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.2 KM (0.75 MI
 MO0715'SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MO0715'ROCK RIVER.  DELETE 24.0 FEET WEST OF THE WEST RAIL OF THE WEST TRACK.
 MO0715'ADD 175.6 METERS (576.1 FT) WEST OF THE NEAR RAIL, AND 7.3 METERS
 MO0715'(24.0 FT) WEST OF A GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0197 ***********************************************************************
 MP0197  DESIGNATION -  U 319
 MP0197  PID         -  MP0197
 MP0197  STATE/COUNTY-  WY/CARBON
 MP0197  USGS QUAD   -  WALCOTT (1982)
 MP0197
 MP0197                         *CURRENT SURVEY CONTROL
 MP0197  ___________________________________________________________________
 MP0197* NAD 83(1986)-  41 46 06.     (N)    106 49 34.     (W)     SCALED    
 MP0197* NAVD 88     -      2025.806  (meters)    6646.33   (feet)  ADJUSTED  
 MP0197  ___________________________________________________________________
 MP0197  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 MP0197  DYNAMIC HT  -        2024.041 (meters)    6640.54  (feet)  COMP
 MP0197  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 MP0197
 MP0197  VERT ORDER  -  FIRST     CLASS II
 MP0197
 MP0197.The horizontal coordinates were scaled from a topographic map and have
 MP0197.an estimated accuracy of +/- 6 seconds.
 MP0197
 MP0197.The orthometric height was determined by differential leveling
 MP0197.and adjusted by the National Geodetic Survey in June 1991..
 MP0197
 MP0197.The geoid height was determined by GEOID03.
 MP0197
 MP0197.The dynamic height is computed by dividing the NAVD 88
 MP0197.geopotential number by the normal gravity value computed on the
 MP0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0197.degrees latitude (g = 980.6199 gals.).
 MP0197
 MP0197.The modeled gravity was interpolated from observed gravity values.
 MP0197
 MP0197;                    North         East    Units  Estimated Accuracy
 MP0197;SPC WYEC     -   240,970.      442,170.      MT  (+/- 180 meters Scaled)
 MP0197
 MP0197                          SUPERSEDED SURVEY CONTROL
 MP0197
 MP0197  NGVD 29 (06/08/92) 2024.604  (m)         6642.39   (f) ADJUSTED    1 2
 MP0197
 MP0197.Superseded values are not recommended for survey control.
 MP0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0197.See file dsdata.txt to determine how the superseded data were derived.
 MP0197
 MP0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG482256(NAD 83)
 MP0197_MARKER: DB = BENCH MARK DISK
 MP0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0197_STAMPING: U 319 1947
 MP0197_MARK LOGO: CGS   
 MP0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0197+STABILITY: SURFACE MOTION
 MP0197
 MP0197  HISTORY     - Date     Condition        Report By
 MP0197  HISTORY     - 1947     MONUMENTED       CGS
 MP0197  HISTORY     - 1983     GOOD             NGS
 MP0197
 MP0197                          STATION DESCRIPTION
 MP0197
 MP0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0197'1.1 MI E FROM WALCOTT.
 MP0197'1.1 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0197'WALCOTT, 11 POLES EAST OF MILEPOST 661, 336.5 FEET SOUTHWEST OF A
 MP0197'FENCE CORNER, 272.0 FEET WEST OF RAILWAY SIGNAL 6607, 194.4 FEET
 MP0197'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 2.5 FEET
 MP0197'NORTHEAST OF A REFERENCE POST, 2.0 FEET SOUTHEAST OF A FENCE, SET IN
 MP0197'THE TOP OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MP0197
 MP0197                          STATION RECOVERY (1983)
 MP0197
 MP0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0197'RECOVERED IN GOOD CONDITION EXCEPT ADD 0.5 KM (0.3 MI) EAST OF
 MP0197'MILEPOST 661.  DELETE 11 POLES EAST OF MILEPOST 661.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0013 ***********************************************************************
 OV0013  DESIGNATION -  U 32
 OV0013  PID         -  OV0013
 OV0013  STATE/COUNTY-  WY/NATRONA
 OV0013  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0013
 OV0013                         *CURRENT SURVEY CONTROL
 OV0013  ___________________________________________________________________
 OV0013* NAD 83(1986)-  43 02 55.     (N)    106 20 54.     (W)     SCALED    
 OV0013* NAVD 88     -      1660.140  (meters)    5446.64   (feet)  ADJUSTED  
 OV0013  ___________________________________________________________________
 OV0013  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 OV0013  DYNAMIC HT  -        1659.099 (meters)    5443.23  (feet)  COMP
 OV0013  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 OV0013
 OV0013  VERT ORDER  -  FIRST     CLASS II
 OV0013
 OV0013.The horizontal coordinates were scaled from a topographic map and have
 OV0013.an estimated accuracy of +/- 6 seconds.
 OV0013
 OV0013.The orthometric height was determined by differential leveling
 OV0013.and adjusted by the National Geodetic Survey in June 1991..
 OV0013
 OV0013.The geoid height was determined by GEOID03.
 OV0013
 OV0013.The dynamic height is computed by dividing the NAVD 88
 OV0013.geopotential number by the normal gravity value computed on the
 OV0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0013.degrees latitude (g = 980.6199 gals.).
 OV0013
 OV0013.The modeled gravity was interpolated from observed gravity values.
 OV0013
 OV0013;                    North         East    Units  Estimated Accuracy
 OV0013;SPC WYEC     -   383,530.      480,250.      MT  (+/- 180 meters Scaled)
 OV0013
 OV0013                          SUPERSEDED SURVEY CONTROL
 OV0013
 OV0013  NGVD 29 (??/??/92) 1659.235  (m)         5443.67   (f) ADJ UNCH    1 2
 OV0013
 OV0013.Superseded values are not recommended for survey control.
 OV0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0013.See file dsdata.txt to determine how the superseded data were derived.
 OV0013
 OV0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH901670(NAD 83)
 OV0013_MARKER: DB = BENCH MARK DISK
 OV0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0013_SP_SET: CONCRETE POST
 OV0013_STAMPING: U 32 1933
 OV0013_MARK LOGO: CGS   
 OV0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0013+STABILITY: SURFACE MOTION
 OV0013
 OV0013  HISTORY     - Date     Condition        Report By
 OV0013  HISTORY     - 1933     MONUMENTED       CGS
 OV0013  HISTORY     - 1968     GOOD             USGS
 OV0013  HISTORY     - 1985     GOOD             NGS
 OV0013
 OV0013                          STATION DESCRIPTION
 OV0013
 OV0013'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0013'13 MI N FROM CASPER.
 OV0013'FROM THE JUNCTION OF INTERSTATE 25 AND CENTER ST. IN CASPER, PROCEED
 OV0013'NORTH ON INTERSTATE 25 AND U.S. 87 FOR 10.8 MILES TO A PLACE WHERE THE
 OV0013'OLD U.S. 87 CROSSES THE NEW U.S. 87 IN A NW/SE DIRECTION, THENCE LEFT
 OV0013'THRU WIRE GATE, NW, ALONG OLD HIWAY 3.0 MILES TO BM ON RIGHT, 38 FT. E
 OV0013'OF CENTER OF OLD HIWAY AND 144 FT. SE OF AN OLD CROSSROAD.  A STANDARD
 OV0013'DISK SET IN TOP OF CONCRETE POST.
 OV0013
 OV0013                          STATION RECOVERY (1985)
 OV0013
 OV0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0013'RECOVERED IN GOOD CONDITION.  EXCEPT HIGHWAY DESCRIBED IS NOW
 OV0013'ABANDONED AND SERVING AS A RANCH ACCESS ROAD. NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0130 ***********************************************************************
 MO0130  DESIGNATION -  U 320
 MO0130  PID         -  MO0130
 MO0130  STATE/COUNTY-  WY/LARAMIE
 MO0130  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0130
 MO0130                         *CURRENT SURVEY CONTROL
 MO0130  ___________________________________________________________________
 MO0130* NAD 83(1986)-  41 09 43.     (N)    104 49 23.     (W)     SCALED    
 MO0130* NAVD 88     -      1876.129  (meters)    6155.27   (feet)  ADJUSTED  
 MO0130  ___________________________________________________________________
 MO0130  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 MO0130  DYNAMIC HT  -        1874.499 (meters)    6149.92  (feet)  COMP
 MO0130  MODELED GRAV-     979,688.5   (mgal)                       NAVD 88
 MO0130
 MO0130  VERT ORDER  -  FIRST     CLASS II
 MO0130
 MO0130.This mark is at Cheyenne Airport (CYS)
 MO0130
 MO0130.The horizontal coordinates were scaled from a topographic map and have
 MO0130.an estimated accuracy of +/- 6 seconds.
 MO0130
 MO0130.The orthometric height was determined by differential leveling
 MO0130.and adjusted by the National Geodetic Survey in June 1991..
 MO0130
 MO0130.The geoid height was determined by GEOID03.
 MO0130
 MO0130.The dynamic height is computed by dividing the NAVD 88
 MO0130.geopotential number by the normal gravity value computed on the
 MO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0130.degrees latitude (g = 980.6199 gals.).
 MO0130
 MO0130.The modeled gravity was interpolated from observed gravity values.
 MO0130
 MO0130;                    North         East    Units  Estimated Accuracy
 MO0130;SPC WY E     -    73,560.      228,840.      MT  (+/- 180 meters Scaled)
 MO0130
 MO0130                          SUPERSEDED SURVEY CONTROL
 MO0130
 MO0130  NGVD 29 (??/??/92) 1875.112  (m)         6151.93   (f) ADJ UNCH    1 2
 MO0130
 MO0130.Superseded values are not recommended for survey control.
 MO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0130.See file dsdata.txt to determine how the superseded data were derived.
 MO0130
 MO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF148567(NAD 83)
 MO0130_MARKER: DB = BENCH MARK DISK
 MO0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0130_SP_SET: DISK SET VERTICALLY
 MO0130_STAMPING: U 320 1947
 MO0130_MARK LOGO: CGS   
 MO0130_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MO0130+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 MO0130
 MO0130  HISTORY     - Date     Condition        Report By
 MO0130  HISTORY     - 1947     MONUMENTED       CGS
 MO0130  HISTORY     - 1956     GOOD             NGS
 MO0130  HISTORY     - 1969     GOOD             NGS
 MO0130  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0130  HISTORY     - 20050110 GOOD             WASHGP
 MO0130
 MO0130                          STATION DESCRIPTION
 MO0130
 MO0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0130'AT CHEYENNE.
 MO0130'AT CHEYENNE, AT THE CHEYENNE AIRPORT, 0.5 MILE NORTH OF THE
 MO0130'ADMINISTRATION BUILDING, 0.5 FOOT NORTHWEST OF THE SOUTH CORNER
 MO0130'OF THE MOST NORTHWESTERLY ONE OF TWO NATIONAL GUARD HANGARS, 3.2
 MO0130'FEET ABOVE THE CONCRETE RAMP, SET VERTICALLY IN THE SOUTHWEST
 MO0130'SIDE OF THE CONCRETE HANGAR, IN THE NORTHWEST 1/4 OF SECTION
 MO0130'25, TOWNSHIP 14 NORTH, RANGE 66 WEST.
 MO0130
 MO0130                          STATION RECOVERY (1969)
 MO0130
 MO0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 MO0130'RECOVERED IN GOOD CONDITION.
 MO0130
 MO0130                          STATION RECOVERY (1983)
 MO0130
 MO0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0130'MARK NOT FOUND.
 MO0130
 MO0130                          STATION RECOVERY (2005)
 MO0130
 MO0130'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL INC 2005 (PAR)
 MO0130'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL, INC. (PAR)
 MO0130'TRANSPORTATION ACCESS BY CAR MARK IS IN THE SW 1/4 OF SECTION 19,
 MO0130'TOWNSHIP 14 NORTH, RANGE 66 WEST,  6TH P.M., 5.0 KM (3.1 MI) NORTHERLY
 MO0130'FROM THE JUNCTION OF U.S HIGHWAY 85 AND  INTERSTATE HIGHWAY 80, 2.4 KM
 MO0130'(1.5 MI) NORTHERLY OF THE WYOMING STATE CAPITOL  BUILDING DOME, 488 M
 MO0130'(1600 FT) NORTHEASTERLY OF THE JUNCTION OF CENTRAL  AVENUE AND
 MO0130'YELLOWSTONE ROAD. AT THE WYOMING AIR NATIONAL GUARD HANGAR,  CHEYENNE
 MO0130'REGIONAL AIRPORT, IN CHEYENNE, WYOMING. ACCESS TO THE STATION IS
 MO0130'RESTRICTED. TO GAIN ACCESS TO THE MARK, CONTACT THE WYOMING AIR
 MO0130'NATIONAL GUARD,  153RD CIVIL ENGINEERING UNIT, PHONE NO. 307-772-6410.
 MO0130'FOR PERMISSION TO ENTER  AIRPORT PROPERTY, CONTACT MR. SCOTT
 MO0130'HINDERMAN, A.A.E. MR. HINDERMAN IS THE  AIRPORT MANAGER AND HE CAN BE
 MO0130'CONTACTED AT PHONE NO. 307-634-7071, POSTAL  ADDRESS P.O. BOX 2210,
 MO0130'200 EAST 8TH AVENUE, CHEYENNE, WYOMING, 82003.  THIS AIRPORT IS
 MO0130'CONTROLLED ACCESS.
 MO0130' 
 MO0130'TO REACH FROM THE JUNCTION OF INTERSTATE 80 WITH U.S. HIGHWAY 85 IN
 MO0130'CHEYENNE,  WYOMING, GO NORTHERLY ALONG U.S. HIGHWAY 85 (BEING ALSO
 MO0130'NAMED CENTRAL AVENUE  AND THEN NAMED WARREN AVENUE) 5.1 KM (3.2 MI) TO
 MO0130'THE JUNCTION WITH YELLOWSTONE  ROAD, MERGE RIGHT AND GO NORTH ALONG
 MO0130'YELLOWSTONE ROAD 0.5 KM (0.3 MI), TO THE  JUNCTION WITH DELL RANGE
 MO0130'BOULEVARD, MERGE RIGHT AND GO EAST ALONG DELL RANGE  BOULEVARD 0.2 KM
 MO0130'(0.1 MI) TO THE JUNCTION WITH SUNSET DRIVE, TURN RIGHT AN GO  SOUTH
 MO0130'ALONG SUNSET DRIVE 91 M (300 FEET) TO THE WYOMING AIR NATIONAL GUARD,
 MO0130'GUARD STATION. PROCEED 245 METERS (800 FT) SOUTHEASTERLY TO THE
 MO0130'SOUTHWESTERLY  FACING HANGAR OF THE WYOMING AIR NATIONAL GUARD, AND TO
 MO0130'THE MARK NEAR THE  SOUTHERLY CORNER OF SAID HANGAR.
 MO0130' 
 MO0130'MARK IS A BENCH MARK DISK, STAMPED--U320 1947--, SET VERTICALLY IN THE
 MO0130'SOUTHWEST FACING WALL OF THE WYOMING AIR NATIONAL GUARD HANGAR, 0.2
 MO0130'METER  (0.5 FT) NORTHWEST OF THE SOUTH CORNER OF SAID HANGAR, 1.0
 MO0130'METER (3.2 FT) ABOVE  THE CONRETE STOOP.  THE HH2 GPS = N41-09-43.2,
 MO0130'W104-49-23.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0730 ***********************************************************************
 MO0730  DESIGNATION -  U 321
 MO0730  PID         -  MO0730
 MO0730  STATE/COUNTY-  WY/ALBANY
 MO0730  USGS QUAD   -  WILCOX (1981)
 MO0730
 MO0730                         *CURRENT SURVEY CONTROL
 MO0730  ___________________________________________________________________
 MO0730* NAD 83(1993)-  41 47 38.95887(N)    105 59 03.89276(W)     ADJUSTED  
 MO0730* NAVD 88     -      2124.366  (meters)    6969.69   (feet)  ADJUSTED  
 MO0730  ___________________________________________________________________
 MO0730  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 MO0730  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 MO0730  DYNAMIC HT  -        2122.568 (meters)    6963.79  (feet)  COMP
 MO0730  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 MO0730
 MO0730  HORZ ORDER  -  SECOND
 MO0730  VERT ORDER  -  FIRST     CLASS II
 MO0730
 MO0730.The horizontal coordinates were established by classical geodetic methods
 MO0730.and adjusted by the National Geodetic Survey in January 1997..
 MO0730
 MO0730.The orthometric height was determined by differential leveling
 MO0730.and adjusted by the National Geodetic Survey in June 1991..
 MO0730.WARNING-Repeat measurements at this control monument indicate possible
 MO0730.vertical movement.
 MO0730
 MO0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0730
 MO0730.The geoid height was determined by GEOID03.
 MO0730
 MO0730.The dynamic height is computed by dividing the NAVD 88
 MO0730.geopotential number by the normal gravity value computed on the
 MO0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0730.degrees latitude (g = 980.6199 gals.).
 MO0730
 MO0730.The modeled gravity was interpolated from observed gravity values.
 MO0730
 MO0730;                    North         East     Units Scale Factor Converg.
 MO0730;SPC WY E     -   144,038.954   132,035.030   MT  0.99999432   -0 32 42.1
 MO0730;SPC WYEC     -   244,595.337   512,112.567   MT  1.00009212   +0 53 56.7
 MO0730;UTM  13      - 4,627,390.221   418,210.442   MT  0.99968232   -0 39 22.0
 MO0730
 MO0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0730!SPC WY E     -   0.99966885  x   0.99999432  =   0.99966318
 MO0730!SPC WYEC     -   0.99966885  x   1.00009212  =   0.99976094
 MO0730!UTM  13      -   0.99966885  x   0.99968232  =   0.99935128
 MO0730
 MO0730                          SUPERSEDED SURVEY CONTROL
 MO0730
 MO0730  NAD 83(1986)-  41 47 38.94529(N)    105 59 03.88683(W) AD(       ) 2
 MO0730  NAD 27      -  41 47 39.06800(N)    105 59 01.87900(W) AD(       ) 2
 MO0730  NGVD 29 (06/08/92) 2123.237  (m)         6965.99   (f) ADJUSTED    1 2
 MO0730
 MO0730.Superseded values are not recommended for survey control.
 MO0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0730.See file dsdata.txt to determine how the superseded data were derived.
 MO0730
 MO0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG1821027390(NAD 83)
 MO0730_MARKER: DB = BENCH MARK DISK
 MO0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0730_STAMPING: U 321 1947
 MO0730_MARK LOGO: CGS   
 MO0730_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0730+STABILITY: SURFACE MOTION
 MO0730
 MO0730  HISTORY     - Date     Condition        Report By
 MO0730  HISTORY     - 1947     MONUMENTED       CGS
 MO0730  HISTORY     - 1948     GOOD             CGS
 MO0730  HISTORY     - 1958     GOOD             NGS
 MO0730  HISTORY     - 1983     GOOD             NGS
 MO0730  HISTORY     - 19920828 GOOD             USPSQD
 MO0730  HISTORY     - 19990824 POOR             WYDT
 MO0730
 MO0730                          STATION DESCRIPTION
 MO0730
 MO0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0730'3.4 MI N FROM ROCK RIVER.
 MO0730'3.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MO0730'TANK AT ROCK RIVER, 5 POLES SOUTH OF MILE POST NO. 609, DIRECTLY
 MO0730'ACROSS THE TRACKS FROM THE TELEPHONE BOOTH AT WILCOX SIDING, 195.2
 MO0730'FEET EAST OF THE EAST RAIL OF THE WEST BOUND TRACK OF THE MAIN
 MO0730'LINE TRACKS, 103.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO.
 MO0730'30, 49.0 FEET NORTH OF THE CENTER OF A DIRT ROAD WHICH LEADS
 MO0730'WEST ACROSS THE TRACKS, 3.0 FEET NORTH OF A REFERENCE POST,
 MO0730'2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, SET IN A CONCRETE
 MO0730'POST ABOUT THE SAME ELEVATION AS THE TRACKS AND PROJECTING
 MO0730'0.6 FOOT.
 MO0730
 MO0730                          STATION RECOVERY (1948)
 MO0730
 MO0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 MO0730'TO REACH FROM ROCK RIVER, GO NORTHERLY ALONG U.S. HIGHWAY
 MO0730'30 FOR 3.8 MILES TO THE STATION AS DESCRIBED.
 MO0730'A DRIVE STATION.
 MO0730'
 MO0730'STATION MARK IS U.S. COAST AND GEODETIC SURVEY
 MO0730'BENCH MARK U 321.  IT IS APPROXIMATELY THE SAME ELEVATION
 MO0730'AS STATION WILCOX, 40 PACES EAST OF DERAIL, 33 PACES WEST OF THE
 MO0730'CENTER LINE OF U.S. HIGHWAY 30, 2 FEET WEST OF A NORTH-SOUTH
 MO0730'FENCE LINE, 3 FEET NORTH OF A 4 X 4 WITNESS POST, SET IN TOP
 MO0730'OF A 6 X 6 CONCRETE POST, PROJECTS 6 INCHES, STAMPED, U 321
 MO0730'1947.
 MO0730
 MO0730                          STATION RECOVERY (1958)
 MO0730
 MO0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MO0730'RECOVERED IN GOOD CONDITION.
 MO0730
 MO0730                          STATION RECOVERY (1983)
 MO0730
 MO0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0730'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.7 KM
 MO0730'(3.55 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0730'STATION IN ROCK RIVER.
 MO0730
 MO0730                          STATION RECOVERY (1992)
 MO0730
 MO0730'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0730'RECOVERED IN GOOD CONDITION.
 MO0730
 MO0730                          STATION RECOVERY (1999)
 MO0730
 MO0730'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0730'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MO0730'307-777-3819.  STATION FOUND BUT CONCRETE POST LEANING TO THE EAST +30
 MO0730'DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0023 ***********************************************************************
 MP0023  DESIGNATION -  U 322
 MP0023  PID         -  MP0023
 MP0023  STATE/COUNTY-  WY/CARBON
 MP0023  USGS QUAD   -  COMO EAST (1971)
 MP0023
 MP0023                         *CURRENT SURVEY CONTROL
 MP0023  ___________________________________________________________________
 MP0023* NAD 83(1986)-  41 53 47.     (N)    106 17 45.     (W)     SCALED    
 MP0023* NAVD 88     -      2032.596  (meters)    6668.61   (feet)  ADJUSTED  
 MP0023  ___________________________________________________________________
 MP0023  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 MP0023  DYNAMIC HT  -        2030.848 (meters)    6662.87  (feet)  COMP
 MP0023  MODELED GRAV-     979,690.4   (mgal)                       NAVD 88
 MP0023
 MP0023  VERT ORDER  -  FIRST     CLASS II
 MP0023
 MP0023.The horizontal coordinates were scaled from a topographic map and have
 MP0023.an estimated accuracy of +/- 6 seconds.
 MP0023
 MP0023.The orthometric height was determined by differential leveling
 MP0023.and adjusted by the National Geodetic Survey in June 1991..
 MP0023
 MP0023.The geoid height was determined by GEOID03.
 MP0023
 MP0023.The dynamic height is computed by dividing the NAVD 88
 MP0023.geopotential number by the normal gravity value computed on the
 MP0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0023.degrees latitude (g = 980.6199 gals.).
 MP0023
 MP0023.The modeled gravity was interpolated from observed gravity values.
 MP0023
 MP0023;                    North         East    Units  Estimated Accuracy
 MP0023;SPC WYEC     -   255,590.      486,090.      MT  (+/- 180 meters Scaled)
 MP0023
 MP0023                          SUPERSEDED SURVEY CONTROL
 MP0023
 MP0023  NGVD 29 (??/??/92) 2031.429  (m)         6664.78   (f) ADJ UNCH    1 2
 MP0023
 MP0023.Superseded values are not recommended for survey control.
 MP0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0023.See file dsdata.txt to determine how the superseded data were derived.
 MP0023
 MP0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG925390(NAD 83)
 MP0023_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MP0023_SETTING: 66 = SET IN ROCK OUTCROP
 MP0023_SP_SET: SANDSTONE OUTCROP
 MP0023_STAMPING: U 322 1947
 MP0023_MARK LOGO: CGS   
 MP0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0023+STABILITY: POSITION/ELEVATION WELL
 MP0023
 MP0023  HISTORY     - Date     Condition        Report By
 MP0023  HISTORY     - 1947     MONUMENTED       CGS
 MP0023  HISTORY     - 1971     GOOD             USGS
 MP0023  HISTORY     - 1983     GOOD             NGS
 MP0023
 MP0023                          STATION DESCRIPTION
 MP0023
 MP0023'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 MP0023'5.3 MI W FROM MEDICINE BOW.
 MP0023'5.3 MILES WEST ALONG THE OLD UNION PACIFIC RAILROAD GRADE FROM THE
 MP0023'STATION AT MEDICINE BOW, 186 FEET NORTHEAST OF THE CENTER LINE OF THE
 MP0023'GRADE, SET IN THE BASE OF A LARGE LIGHT GRAY, SANDSTONE OUTCROP ABOUT
 MP0023'15 FEET ABOVE THE GRADE.  A BRASS CAP STAMPED U 322 1947.
 MP0023
 MP0023                          STATION RECOVERY (1983)
 MP0023
 MP0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0023'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.  A
 MP0023'NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI) WEST ALONG THE UNION PACIFIC
 MP0023'RAILROAD FROM THE STATION IN MEDICINE BOW, THENCE 5.3 KM (3.3 MI)
 MP0023'SOUTHWESTERLY ALONG THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0184 ***********************************************************************
 MP0184  DESIGNATION -  U 323
 MP0184  PID         -  MP0184
 MP0184  STATE/COUNTY-  WY/CARBON
 MP0184  USGS QUAD   -  DANA (1982)
 MP0184
 MP0184                         *CURRENT SURVEY CONTROL
 MP0184  ___________________________________________________________________
 MP0184* NAD 83(1986)-  41 49 54.     (N)    106 40 21.     (W)     SCALED    
 MP0184* NAVD 88     -      2096.401  (meters)    6877.94   (feet)  ADJUSTED  
 MP0184  ___________________________________________________________________
 MP0184  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 MP0184  DYNAMIC HT  -        2094.502 (meters)    6871.71  (feet)  COMP
 MP0184  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 MP0184
 MP0184  VERT ORDER  -  FIRST     CLASS II
 MP0184
 MP0184.The horizontal coordinates were scaled from a topographic map and have
 MP0184.an estimated accuracy of +/- 6 seconds.
 MP0184
 MP0184.The orthometric height was determined by differential leveling
 MP0184.and adjusted by the National Geodetic Survey in June 1991..
 MP0184.WARNING-Repeat measurements at this control monument indicate possible
 MP0184.vertical movement.
 MP0184
 MP0184.The geoid height was determined by GEOID03.
 MP0184
 MP0184.The dynamic height is computed by dividing the NAVD 88
 MP0184.geopotential number by the normal gravity value computed on the
 MP0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0184.degrees latitude (g = 980.6199 gals.).
 MP0184
 MP0184.The modeled gravity was interpolated from observed gravity values.
 MP0184
 MP0184;                    North         East    Units  Estimated Accuracy
 MP0184;SPC WYEC     -   248,090.      454,890.      MT  (+/- 180 meters Scaled)
 MP0184
 MP0184                          SUPERSEDED SURVEY CONTROL
 MP0184
 MP0184  NGVD 29 (06/08/92) 2095.132  (m)         6873.78   (f) ADJUSTED    1 2
 MP0184
 MP0184.Superseded values are not recommended for survey control.
 MP0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0184.See file dsdata.txt to determine how the superseded data were derived.
 MP0184
 MP0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG611324(NAD 83)
 MP0184_MARKER: DB = BENCH MARK DISK
 MP0184_SETTING: 66 = SET IN ROCK OUTCROP
 MP0184_SP_SET: SANDSTONE OUTCROP
 MP0184_STAMPING: U 323 1947
 MP0184_MARK LOGO: CGS   
 MP0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0184
 MP0184  HISTORY     - Date     Condition        Report By
 MP0184  HISTORY     - 1947     MONUMENTED       CGS
 MP0184  HISTORY     - 1971     MARK NOT FOUND   USGS
 MP0184  HISTORY     - 1983     GOOD             NGS
 MP0184
 MP0184                          STATION DESCRIPTION
 MP0184
 MP0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0184'6.6 MI W FROM HANNA.
 MP0184'6.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0184'HANNA, NEAR THE WEST END OF THE SOUTH BANK OF A LONG ROCKY CUT, 49.5
 MP0184'FEET NORTH NORTHEAST OF THE TWELFTH TELEPHONE POLE EAST OF MILE POST
 MP0184'NO.650, 15.2 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK OF
 MP0184'THE MAIN LINE TRACKS, SET IN THE TOP OF THE NORTHEAST END OF A LARGE
 MP0184'SANDSTONE OUTCROP, ABOUT 2 FEET ABOVE THE TRACKS.
 MP0184
 MP0184                          STATION RECOVERY (1971)
 MP0184
 MP0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0184'MARK NOT FOUND.
 MP0184
 MP0184                          STATION RECOVERY (1983)
 MP0184
 MP0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0184'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.6 KM
 MP0184'(6.6 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MP0184'HANNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0180 ***********************************************************************
 OW0180  DESIGNATION -  U 326
 OW0180  PID         -  OW0180
 OW0180  STATE/COUNTY-  WY/WASHAKIE
 OW0180  USGS QUAD   -  CHIMNEY GULCH (1985)
 OW0180
 OW0180                         *CURRENT SURVEY CONTROL
 OW0180  ___________________________________________________________________
 OW0180* NAD 83(1986)-  43 53 31.     (N)    108 07 38.     (W)     SCALED    
 OW0180* NAVD 88     -      1290.034  (meters)    4232.39   (feet)  ADJUSTED  
 OW0180  ___________________________________________________________________
 OW0180  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 OW0180  DYNAMIC HT  -        1289.389 (meters)    4230.27  (feet)  COMP
 OW0180  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 OW0180  OBS GRAVITY -     980,075.2   (mgal)                       GRAV_OBS
 OW0180
 OW0180  VERT ORDER  -  FIRST     CLASS II
 OW0180
 OW0180.The horizontal coordinates were scaled from a topographic map and have
 OW0180.an estimated accuracy of +/- 6 seconds.
 OW0180
 OW0180.The orthometric height was determined by differential leveling
 OW0180.and adjusted by the National Geodetic Survey in June 1991..
 OW0180
 OW0180.The geoid height was determined by GEOID03.
 OW0180
 OW0180.The dynamic height is computed by dividing the NAVD 88
 OW0180.geopotential number by the normal gravity value computed on the
 OW0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0180.degrees latitude (g = 980.6199 gals.).
 OW0180
 OW0180.The modeled gravity was interpolated from observed gravity values.
 OW0180.The observed gravity was obtained from relative gravimeter ties
 OW0180.to the IGSN71 gravity network.
 OW0180
 OW0180;                    North         East    Units  Estimated Accuracy
 OW0180;SPC WYEC     -   477,050.      336,210.      MT  (+/- 180 meters Scaled)
 OW0180
 OW0180                          SUPERSEDED SURVEY CONTROL
 OW0180
 OW0180  NGVD 29 (06/08/92) 1289.214  (m)         4229.70   (f) ADJUSTED    1 2
 OW0180
 OW0180.Superseded values are not recommended for survey control.
 OW0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0180.See file dsdata.txt to determine how the superseded data were derived.
 OW0180
 OW0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP307638(NAD 83)
 OW0180_MARKER: I = METAL ROD
 OW0180_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0180_SP_SET: STAINLESS STEEL ROD
 OW0180_STAMPING: U 326 1982
 OW0180_MARK LOGO: NGS   
 OW0180_PROJECTION: FLUSH
 OW0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0180_ROD/PIPE-DEPTH: 4.3  meters
 OW0180
 OW0180  HISTORY     - Date     Condition        Report By
 OW0180  HISTORY     - 1982     MONUMENTED       NGS
 OW0180
 OW0180                          STATION DESCRIPTION
 OW0180
 OW0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0180'20.6 KM (12.8 MI) SW FROM WORLAND.
 OW0180'20.6 KM (12.8 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 OW0180'JUNCTION WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 1.0
 OW0180'KM (0.6 MI) NORTHEAST OF MILEPOST 152, 37.5 METERS (123.0 FT)
 OW0180'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 15.3 METERS (50.2 FT)
 OW0180'SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 OW0180'THROUGH A 5-INCH LOGO CAP.
 OW0180'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 OW0180'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0215 ***********************************************************************
 OW0215  DESIGNATION -  U 327
 OW0215  PID         -  OW0215
 OW0215  STATE/COUNTY-  WY/HOT SPRINGS
 OW0215  USGS QUAD   -  WEDDING OF THE WATER (1978)
 OW0215
 OW0215                         *CURRENT SURVEY CONTROL
 OW0215  ___________________________________________________________________
 OW0215* NAD 83(1986)-  43 30 31.     (N)    108 10 18.     (W)     SCALED    
 OW0215* NAVD 88     -      1385.164  (meters)    4544.49   (feet)  ADJUSTED  
 OW0215  ___________________________________________________________________
 OW0215  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 OW0215  DYNAMIC HT  -        1384.392 (meters)    4541.96  (feet)  COMP
 OW0215  MODELED GRAV-     980,014.6   (mgal)                       NAVD 88
 OW0215  OBS GRAVITY -     980,014.9   (mgal)                       GRAV_OBS
 OW0215
 OW0215  VERT ORDER  -  FIRST     CLASS II
 OW0215
 OW0215.The horizontal coordinates were scaled from a topographic map and have
 OW0215.an estimated accuracy of +/- 6 seconds.
 OW0215
 OW0215.The orthometric height was determined by differential leveling
 OW0215.and adjusted by the National Geodetic Survey in June 1991..
 OW0215
 OW0215.The geoid height was determined by GEOID03.
 OW0215
 OW0215.The dynamic height is computed by dividing the NAVD 88
 OW0215.geopotential number by the normal gravity value computed on the
 OW0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0215.degrees latitude (g = 980.6199 gals.).
 OW0215
 OW0215.The modeled gravity was interpolated from observed gravity values.
 OW0215.The observed gravity was obtained from relative gravimeter ties
 OW0215.to the IGSN71 gravity network.
 OW0215
 OW0215;                    North         East    Units  Estimated Accuracy
 OW0215;SPC WYWC     -   334,320.      646,760.      MT  (+/- 180 meters Scaled)
 OW0215
 OW0215                          SUPERSEDED SURVEY CONTROL
 OW0215
 OW0215  NGVD 29 (06/08/92) 1384.280  (m)         4541.59   (f) ADJUSTED    1 2
 OW0215
 OW0215.Superseded values are not recommended for survey control.
 OW0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0215.See file dsdata.txt to determine how the superseded data were derived.
 OW0215
 OW0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP286211(NAD 83)
 OW0215_MARKER: DB = BENCH MARK DISK
 OW0215_SETTING: 66 = SET IN ROCK OUTCROP
 OW0215_SP_SET: ROCK OUTCROP
 OW0215_STAMPING: U 327 1982
 OW0215_MARK LOGO: NGS   
 OW0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0215
 OW0215  HISTORY     - Date     Condition        Report By
 OW0215  HISTORY     - 1982     MONUMENTED       NGS
 OW0215
 OW0215                          STATION DESCRIPTION
 OW0215
 OW0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0215'18.4 KM (11.45 MI) SOUT FROM THERMOPOLIS.
 OW0215'18.4 KM (11.45 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0215'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 0.1 KM (0.05 MI) NORTH OF
 OW0215'MILEPOST 121, IN THE CENTER OF THE SOUTHWESTERN 1/2 OF A 4 BY 6 FT
 OW0215'EXPOSED AREA OF OUTCROPPING BEDROCK AND 13.6 METERS (44.6 FT)
 OW0215'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 OW0215'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 OW0215'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0259 ***********************************************************************
 PX0259  DESIGNATION -  U 328
 PX0259  PID         -  PX0259
 PX0259  STATE/COUNTY-  WY/BIG HORN
 PX0259  USGS QUAD   -  LOVELL (1978)
 PX0259
 PX0259                         *CURRENT SURVEY CONTROL
 PX0259  ___________________________________________________________________
 PX0259* NAD 83(1986)-  44 50 19.     (N)    108 25 58.     (W)     SCALED    
 PX0259* NAVD 88     -      1179.604  (meters)    3870.08   (feet)  ADJUSTED  
 PX0259  ___________________________________________________________________
 PX0259  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 PX0259  DYNAMIC HT  -        1179.154 (meters)    3868.61  (feet)  COMP
 PX0259  MODELED GRAV-     980,195.2   (mgal)                       NAVD 88
 PX0259  OBS GRAVITY -     980,196.6   (mgal)                       GRAV_OBS
 PX0259
 PX0259  VERT ORDER  -  FIRST     CLASS II
 PX0259
 PX0259.The horizontal coordinates were scaled from a topographic map and have
 PX0259.an estimated accuracy of +/- 6 seconds.
 PX0259
 PX0259.The orthometric height was determined by differential leveling
 PX0259.and adjusted by the National Geodetic Survey in June 1991..
 PX0259
 PX0259.The geoid height was determined by GEOID03.
 PX0259
 PX0259.The dynamic height is computed by dividing the NAVD 88
 PX0259.geopotential number by the normal gravity value computed on the
 PX0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0259.degrees latitude (g = 980.6199 gals.).
 PX0259
 PX0259.The modeled gravity was interpolated from observed gravity values.
 PX0259.The observed gravity was obtained from relative gravimeter ties
 PX0259.to the IGSN71 gravity network.
 PX0259
 PX0259;                    North         East    Units  Estimated Accuracy
 PX0259;SPC WYEC     -   582,520.      313,080.      MT  (+/- 180 meters Scaled)
 PX0259
 PX0259                          SUPERSEDED SURVEY CONTROL
 PX0259
 PX0259  NGVD 29 (06/08/92) 1178.747  (m)         3867.27   (f) ADJUSTED    1 2
 PX0259
 PX0259.Superseded values are not recommended for survey control.
 PX0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0259.See file dsdata.txt to determine how the superseded data were derived.
 PX0259
 PX0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ029682(NAD 83)
 PX0259_MARKER: DB = BENCH MARK DISK
 PX0259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PX0259_SP_SET: ABUTMENT
 PX0259_STAMPING: U 328 1982
 PX0259_MARK LOGO: NGS   
 PX0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0259+STABILITY: POSITION/ELEVATION WELL
 PX0259
 PX0259  HISTORY     - Date     Condition        Report By
 PX0259  HISTORY     - 1982     MONUMENTED       NGS
 PX0259
 PX0259                          STATION DESCRIPTION
 PX0259
 PX0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0259'3.5 KM (2.15 MI) NW FROM LOVELL.
 PX0259'3.5 KM (2.15 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0259'JUNCTION WITH NEVADA STREET IN LOVELL, IN TOP OF AND 1.1 METERS (3.6
 PX0259'FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT
 PX0259'OF THE HIGHWAY OVERPASS OF THE SHOSHONE RIVER AND 5.0 METERS (16.4 FT)
 PX0259'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PX0259'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0290 ***********************************************************************
 PX0290  DESIGNATION -  U 329
 PX0290  PID         -  PX0290
 PX0290  STATE/COUNTY-  WY/BIG HORN
 PX0290  USGS QUAD   -  GREYBULL NORTH (1966)
 PX0290
 PX0290                         *CURRENT SURVEY CONTROL
 PX0290  ___________________________________________________________________
 PX0290* NAD 83(1986)-  44 30 39.     (N)    108 06 24.     (W)     SCALED    
 PX0290* NAVD 88     -      1205.200  (meters)    3954.06   (feet)  ADJUSTED  
 PX0290  ___________________________________________________________________
 PX0290  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 PX0290  DYNAMIC HT  -        1204.709 (meters)    3952.45  (feet)  COMP
 PX0290  MODELED GRAV-     980,169.7   (mgal)                       NAVD 88
 PX0290
 PX0290  VERT ORDER  -  FIRST     CLASS II
 PX0290
 PX0290.The horizontal coordinates were scaled from a topographic map and have
 PX0290.an estimated accuracy of +/- 6 seconds.
 PX0290
 PX0290.The orthometric height was determined by differential leveling
 PX0290.and adjusted by the National Geodetic Survey in June 1991..
 PX0290
 PX0290.The geoid height was determined by GEOID03.
 PX0290
 PX0290.The dynamic height is computed by dividing the NAVD 88
 PX0290.geopotential number by the normal gravity value computed on the
 PX0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0290.degrees latitude (g = 980.6199 gals.).
 PX0290
 PX0290.The modeled gravity was interpolated from observed gravity values.
 PX0290
 PX0290;                    North         East    Units  Estimated Accuracy
 PX0290;SPC WYEC     -   545,800.      338,510.      MT  (+/- 180 meters Scaled)
 PX0290
 PX0290                          SUPERSEDED SURVEY CONTROL
 PX0290
 PX0290  NGVD 29 (06/08/92) 1204.395  (m)         3951.42   (f) ADJUSTED    1 2
 PX0290
 PX0290.Superseded values are not recommended for survey control.
 PX0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0290.See file dsdata.txt to determine how the superseded data were derived.
 PX0290
 PX0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ299326(NAD 83)
 PX0290_MARKER: I = METAL ROD
 PX0290_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PX0290+WITH SETTING: INFORMATION.
 PX0290_SP_SET: SHALLOW SET METAL ROD
 PX0290_STAMPING: U 329 1982
 PX0290_MARK LOGO: NGS   
 PX0290_PROJECTION: FLUSH
 PX0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0290_ROD/PIPE-DEPTH: 2.4  meters
 PX0290
 PX0290  HISTORY     - Date     Condition        Report By
 PX0290  HISTORY     - 1982     MONUMENTED       NGS
 PX0290
 PX0290                          STATION DESCRIPTION
 PX0290
 PX0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0290'45.9 KM (28.5 MI) SE FROM LOVELL.
 PX0290'43.8 KM (27.2 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0290'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 2.1 KM (1.3 MI)
 PX0290'SOUTHERLY ALONG U. S. HIGHWAY 20, 17.8 METERS (58.4 FT) NORTH OF THE
 PX0290'CENTERLINE OF THE HIGHWAY, 9.0 METERS (29.5 FT) WEST OF A FIELD
 PX0290'ENTRANCE, 5.2 METERS (17.1 FT) WEST-SOUTHWEST OF UTILITY POLE NUMBER
 PX0290'5294-012600 AND 0.3 METER (1.0 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS
 PX0290'REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 PX0290'CAP.
 PX0290'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 PX0290'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0005 ***********************************************************************
 OV0005  DESIGNATION -  U 33
 OV0005  PID         -  OV0005
 OV0005  STATE/COUNTY-  WY/JOHNSON
 OV0005  USGS QUAD   -  LINCH (1973)
 OV0005
 OV0005                         *CURRENT SURVEY CONTROL
 OV0005  ___________________________________________________________________
 OV0005* NAD 83(1986)-  43 34 46.     (N)    106 07 44.     (W)     SCALED    
 OV0005* NAVD 88     -      1573.869  (meters)    5163.60   (feet)  ADJUSTED  
 OV0005  ___________________________________________________________________
 OV0005  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 OV0005  DYNAMIC HT  -        1572.988 (meters)    5160.71  (feet)  COMP
 OV0005  MODELED GRAV-     980,004.4   (mgal)                       NAVD 88
 OV0005  OBS GRAVITY -     980,003.6   (mgal)                       GRAV_OBS
 OV0005
 OV0005  VERT ORDER  -  FIRST     CLASS II
 OV0005
 OV0005.The horizontal coordinates were scaled from a topographic map and have
 OV0005.an estimated accuracy of +/- 6 seconds.
 OV0005
 OV0005.The orthometric height was determined by differential leveling
 OV0005.and adjusted by the National Geodetic Survey in June 1991..
 OV0005
 OV0005.The geoid height was determined by GEOID03.
 OV0005
 OV0005.The dynamic height is computed by dividing the NAVD 88
 OV0005.geopotential number by the normal gravity value computed on the
 OV0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0005.degrees latitude (g = 980.6199 gals.).
 OV0005
 OV0005.The modeled gravity was interpolated from observed gravity values.
 OV0005.The observed gravity was obtained from relative gravimeter ties
 OV0005.to the IGSN71 gravity network.
 OV0005
 OV0005;                    North         East    Units  Estimated Accuracy
 OV0005;SPC WYEC     -   442,730.      497,280.      MT  (+/- 180 meters Scaled)
 OV0005
 OV0005                          SUPERSEDED SURVEY CONTROL
 OV0005
 OV0005  NGVD 29 (??/??/92) 1573.044  (m)         5160.90   (f) ADJ UNCH    1 2
 OV0005
 OV0005.Superseded values are not recommended for survey control.
 OV0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0005.See file dsdata.txt to determine how the superseded data were derived.
 OV0005
 OV0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ088257(NAD 83)
 OV0005_MARKER: DB = BENCH MARK DISK
 OV0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0005_SP_SET: CONCRETE POST
 OV0005_STAMPING: U 33 1933
 OV0005_MARK LOGO: CGS   
 OV0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0005+STABILITY: SURFACE MOTION
 OV0005
 OV0005  HISTORY     - Date     Condition        Report By
 OV0005  HISTORY     - 1933     MONUMENTED       CGS
 OV0005  HISTORY     - 1985     GOOD             NGS
 OV0005
 OV0005                          STATION DESCRIPTION
 OV0005
 OV0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0005'18.9 MI NE FROM MIDWEST.
 OV0005'IN JOHNSON COUNTY, 18.9 MILES NORTHEAST ALONG THE PINE TREE ROAD (OLD
 OV0005'STATE HIGHWAY 316) FROM THE AMERICAN LEGION SQUARE AT MIDWEST, NATRONA
 OV0005'COUNTY, 0.2 MILE EAST OF AN 18-INCH CORRUGATED-IRON PIPE CULVERT AT A
 OV0005'RIGHT-ANGLE CURVE, AT THE JUNCTION OF A ROAD LEADING NORTH TO SUSSEX,
 OV0005'41 FEET NORTH OF THE MAIN ROAD, AND 32 FEET SOUTH OF THE SIDE ROAD. A
 OV0005'STANDARD DISK, STAMPED U 33 1933 AND SET IN THE TOP OF A CONCRETE POST
 OV0005'PROJECTING 6 INCHES ABOVE GROUND.
 OV0005
 OV0005                          STATION RECOVERY (1985)
 OV0005
 OV0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0005'RECOVERED IN GOOD CONDITION.  EXCEPT THE HIGHWAY DESCRIBED IS NOW
 OV0005'ABANDONED AND SERVES AS A RANCH ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0205 ***********************************************************************
 OV0205  DESIGNATION -  U 330
 OV0205  PID         -  OV0205
 OV0205  STATE/COUNTY-  WY/FREMONT
 OV0205  USGS QUAD   -  OCLA DRAW (1952)
 OV0205
 OV0205                         *CURRENT SURVEY CONTROL
 OV0205  ___________________________________________________________________
 OV0205* NAD 83(1986)-  43 13 30.     (N)    107 59 23.     (W)     SCALED    
 OV0205* NAVD 88     -      1528.156  (meters)    5013.63   (feet)  ADJUSTED  
 OV0205  ___________________________________________________________________
 OV0205  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 OV0205  DYNAMIC HT  -        1527.180 (meters)    5010.42  (feet)  COMP
 OV0205  MODELED GRAV-     979,928.8   (mgal)                       NAVD 88
 OV0205
 OV0205  VERT ORDER  -  FIRST     CLASS II
 OV0205
 OV0205.The horizontal coordinates were scaled from a topographic map and have
 OV0205.an estimated accuracy of +/- 6 seconds.
 OV0205
 OV0205.The orthometric height was determined by differential leveling
 OV0205.and adjusted by the National Geodetic Survey in June 1991..
 OV0205
 OV0205.The geoid height was determined by GEOID03.
 OV0205
 OV0205.The dynamic height is computed by dividing the NAVD 88
 OV0205.geopotential number by the normal gravity value computed on the
 OV0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0205.degrees latitude (g = 980.6199 gals.).
 OV0205
 OV0205.The modeled gravity was interpolated from observed gravity values.
 OV0205
 OV0205;                    North         East    Units  Estimated Accuracy
 OV0205;SPC WYWC     -   302,930.      661,760.      MT  (+/- 180 meters Scaled)
 OV0205
 OV0205                          SUPERSEDED SURVEY CONTROL
 OV0205
 OV0205  NGVD 29 (06/08/92) 1527.173  (m)         5010.40   (f) ADJUSTED    1 2
 OV0205
 OV0205.Superseded values are not recommended for survey control.
 OV0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0205.See file dsdata.txt to determine how the superseded data were derived.
 OV0205
 OV0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH571901(NAD 83)
 OV0205_MARKER: I = METAL ROD
 OV0205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0205_SP_SET: STAINLESS STEEL ROD
 OV0205_STAMPING: U 330 1982
 OV0205_MARK LOGO: NGS   
 OV0205_PROJECTION: FLUSH
 OV0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0205_ROD/PIPE-DEPTH: 14.0 meters
 OV0205
 OV0205  HISTORY     - Date     Condition        Report By
 OV0205  HISTORY     - 1982     MONUMENTED       NGS
 OV0205
 OV0205                          STATION DESCRIPTION
 OV0205
 OV0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0205'10.1 KM (6.25 MI) EAST FROM SHOSHONI.
 OV0205'10.1 KM (6.25 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0205'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.4 KM (0.25 MI) EAST OF MILEPOST
 OV0205'94, 54.9 METERS (189.1 FT) NORTH-NORTHEAST OF THE CENTER OF THE NORTH
 OV0205'END OF A CONCRETE PIPE CULVERT AND 45.7 METERS (149.9 FT) NORTH OF THE
 OV0205'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 OV0205'A 5-INCH LOGO CAP.
 OV0205'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OV0205'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0232 ***********************************************************************
 OV0232  DESIGNATION -  U 331
 OV0232  PID         -  OV0232
 OV0232  STATE/COUNTY-  WY/NATRONA
 OV0232  USGS QUAD   -  MADDEN (1952)
 OV0232
 OV0232                         *CURRENT SURVEY CONTROL
 OV0232  ___________________________________________________________________
 OV0232* NAD 83(1986)-  43 08 32.     (N)    107 30 08.     (W)     SCALED    
 OV0232* NAVD 88     -      1761.883  (meters)    5780.44   (feet)  ADJUSTED  
 OV0232  ___________________________________________________________________
 OV0232  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 OV0232  DYNAMIC HT  -        1760.678 (meters)    5776.49  (feet)  COMP
 OV0232  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 OV0232
 OV0232  VERT ORDER  -  FIRST     CLASS II
 OV0232
 OV0232.The horizontal coordinates were scaled from a topographic map and have
 OV0232.an estimated accuracy of +/- 6 seconds.
 OV0232
 OV0232.The orthometric height was determined by differential leveling
 OV0232.and adjusted by the National Geodetic Survey in June 1991..
 OV0232
 OV0232.The geoid height was determined by GEOID03.
 OV0232
 OV0232.The dynamic height is computed by dividing the NAVD 88
 OV0232.geopotential number by the normal gravity value computed on the
 OV0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0232.degrees latitude (g = 980.6199 gals.).
 OV0232
 OV0232.The modeled gravity was interpolated from observed gravity values.
 OV0232
 OV0232;                    North         East    Units  Estimated Accuracy
 OV0232;SPC WYEC     -   393,470.      386,260.      MT  (+/- 180 meters Scaled)
 OV0232
 OV0232                          SUPERSEDED SURVEY CONTROL
 OV0232
 OV0232  NGVD 29 (06/08/92) 1760.849  (m)         5777.05   (f) ADJUSTED    1 2
 OV0232
 OV0232.Superseded values are not recommended for survey control.
 OV0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0232.See file dsdata.txt to determine how the superseded data were derived.
 OV0232
 OV0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH965796(NAD 83)
 OV0232_MARKER: I = METAL ROD
 OV0232_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0232_SP_SET: STAINLESS STEEL ROD
 OV0232_STAMPING: U 331 1982
 OV0232_MARK LOGO: NGS   
 OV0232_PROJECTION: FLUSH
 OV0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0232_ROD/PIPE-DEPTH: 3.7  meters
 OV0232
 OV0232  HISTORY     - Date     Condition        Report By
 OV0232  HISTORY     - 1982     MONUMENTED       NGS
 OV0232
 OV0232                          STATION DESCRIPTION
 OV0232
 OV0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0232'27.2 KM (16.9 MI) WEST FROM WALTMAN.
 OV0232'27.2 KM (16.9 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0232'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.7 KM (0.45 MI) EAST OF
 OV0232'MILEPOST 68, AT A UTILITY LINE CROSSING, 29.6 METERS (97.1 FT) SOUTH
 OV0232'OF THE CENTERLINE OF THE HIGHWAY AND 2.2 METERS (7.2 FT)
 OV0232'NORTH-NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 OV0232'THROUGH A 5-INCH LOGO CAP.
 OV0232'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OV0232'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0284 ***********************************************************************
 NR0284  DESIGNATION -  U 332
 NR0284  PID         -  NR0284
 NR0284  STATE/COUNTY-  WY/NATRONA
 NR0284  USGS QUAD   -  INDEPENDENCE ROCK (1981)
 NR0284
 NR0284                         *CURRENT SURVEY CONTROL
 NR0284  ___________________________________________________________________
 NR0284* NAD 83(1986)-  42 27 45.     (N)    107 10 24.     (W)     SCALED    
 NR0284* NAVD 88     -      1827.468  (meters)    5995.62   (feet)  ADJUSTED  
 NR0284  ___________________________________________________________________
 NR0284  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 NR0284  DYNAMIC HT  -        1826.219 (meters)    5991.52  (feet)  COMP
 NR0284  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 NR0284
 NR0284  VERT ORDER  -  FIRST     CLASS II
 NR0284
 NR0284.The horizontal coordinates were scaled from a topographic map and have
 NR0284.an estimated accuracy of +/- 6 seconds.
 NR0284
 NR0284.The orthometric height was determined by differential leveling
 NR0284.and adjusted by the National Geodetic Survey in June 1991..
 NR0284
 NR0284.The geoid height was determined by GEOID03.
 NR0284
 NR0284.The dynamic height is computed by dividing the NAVD 88
 NR0284.geopotential number by the normal gravity value computed on the
 NR0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0284.degrees latitude (g = 980.6199 gals.).
 NR0284
 NR0284.The modeled gravity was interpolated from observed gravity values.
 NR0284
 NR0284;                    North         East    Units  Estimated Accuracy
 NR0284;SPC WYEC     -   317,960.      413,160.      MT  (+/- 180 meters Scaled)
 NR0284
 NR0284                          SUPERSEDED SURVEY CONTROL
 NR0284
 NR0284  NGVD 29 (06/08/92) 1826.534  (m)         5992.55   (f) ADJUSTED    1 2
 NR0284
 NR0284.Superseded values are not recommended for survey control.
 NR0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0284.See file dsdata.txt to determine how the superseded data were derived.
 NR0284
 NR0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH213034(NAD 83)
 NR0284_MARKER: I = METAL ROD
 NR0284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0284_SP_SET: STAINLESS STEEL ROD
 NR0284_STAMPING: U 332 1982
 NR0284_MARK LOGO: NGS   
 NR0284_PROJECTION: FLUSH
 NR0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0284_ROD/PIPE-DEPTH: 7.3  meters
 NR0284
 NR0284  HISTORY     - Date     Condition        Report By
 NR0284  HISTORY     - 1982     MONUMENTED       NGS
 NR0284
 NR0284                          STATION DESCRIPTION
 NR0284
 NR0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0284'25.4 KM (15.8 MI) NE FROM MUDDY GAP.
 NR0284'25.4 KM (15.8 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0284'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0284'57.3 METERS (188.0 FT) NORTH OF MILEPOST 60, 45.1 METERS (148.0 FT)
 NR0284'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.7 METERS (8.9 FT)
 NR0284'SOUTHWEST OF A T-FENCE CORNER.  NOTE, ACCESS TO THE DATUM POINT IS
 NR0284'THROUGH A 5-INCH LOGO CAP.
 NR0284'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0284'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0425 ***********************************************************************
 PW0425  DESIGNATION -  U 333
 PW0425  PID         -  PW0425
 PW0425  STATE/COUNTY-  WY/BIG HORN
 PW0425  USGS QUAD   -  RAIRDEN (1978)
 PW0425
 PW0425                         *CURRENT SURVEY CONTROL
 PW0425  ___________________________________________________________________
 PW0425* NAD 83(1986)-  44 13 26.     (N)    107 54 50.     (W)     SCALED    
 PW0425* NAVD 88     -      1216.706  (meters)    3991.81   (feet)  ADJUSTED  
 PW0425  ___________________________________________________________________
 PW0425  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 PW0425  DYNAMIC HT  -        1216.175 (meters)    3990.07  (feet)  COMP
 PW0425  MODELED GRAV-     980,140.5   (mgal)                       NAVD 88
 PW0425
 PW0425  VERT ORDER  -  FIRST     CLASS II
 PW0425
 PW0425.The horizontal coordinates were scaled from a topographic map and have
 PW0425.an estimated accuracy of +/- 6 seconds.
 PW0425
 PW0425.The orthometric height was determined by differential leveling
 PW0425.and adjusted by the National Geodetic Survey in June 1991..
 PW0425
 PW0425.The geoid height was determined by GEOID03.
 PW0425
 PW0425.The dynamic height is computed by dividing the NAVD 88
 PW0425.geopotential number by the normal gravity value computed on the
 PW0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0425.degrees latitude (g = 980.6199 gals.).
 PW0425
 PW0425.The modeled gravity was interpolated from observed gravity values.
 PW0425
 PW0425;                    North         East    Units  Estimated Accuracy
 PW0425;SPC WYEC     -   513,790.      353,610.      MT  (+/- 180 meters Scaled)
 PW0425
 PW0425                          SUPERSEDED SURVEY CONTROL
 PW0425
 PW0425  NGVD 29 (06/08/92) 1215.915  (m)         3989.21   (f) ADJUSTED    1 2
 PW0425
 PW0425.Superseded values are not recommended for survey control.
 PW0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0425.See file dsdata.txt to determine how the superseded data were derived.
 PW0425
 PW0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK672008(NAD 83)
 PW0425_MARKER: I = METAL ROD
 PW0425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PW0425_SP_SET: STAINLESS STEEL ROD
 PW0425_STAMPING: U 333 1982
 PW0425_MARK LOGO: NGS   
 PW0425_PROJECTION: FLUSH
 PW0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0425_ROD/PIPE-DEPTH: 3.7  meters
 PW0425
 PW0425  HISTORY     - Date     Condition        Report By
 PW0425  HISTORY     - 1982     MONUMENTED       NGS
 PW0425
 PW0425                          STATION DESCRIPTION
 PW0425
 PW0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PW0425'24.3 KM (15.1 MI) NORTH FROM WORLAND.
 PW0425'24.3 KM (15.1 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PW0425'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.5 KM (0.3
 PW0425'MI) SOUTH OF MILEPOST 181, 37.5 METERS (123.0 FT) SOUTHWEST OF THE
 PW0425'CENTERLINE OF THE HIGHWAY AND 10.1 METERS (33.1 FT) SOUTHEAST OF THE
 PW0425'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 PW0425'A 5-INCH LOGO CAP.
 PW0425'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PW0425'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0219 ***********************************************************************
 NR0219  DESIGNATION -  U 334
 NR0219  PID         -  NR0219
 NR0219  STATE/COUNTY-  WY/NATRONA
 NR0219  USGS QUAD   -  EMIGRANT GAP NE (1984)
 NR0219
 NR0219                         *CURRENT SURVEY CONTROL
 NR0219  ___________________________________________________________________
 NR0219* NAD 83(1986)-  42 55 35.     (N)    106 34 19.     (W)     SCALED    
 NR0219* NAVD 88     -      1657.591  (meters)    5438.28   (feet)  ADJUSTED  
 NR0219  ___________________________________________________________________
 NR0219  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0219  DYNAMIC HT  -        1656.546 (meters)    5434.85  (feet)  COMP
 NR0219  MODELED GRAV-     979,931.8   (mgal)                       NAVD 88
 NR0219
 NR0219  VERT ORDER  -  FIRST     CLASS II
 NR0219
 NR0219.The horizontal coordinates were scaled from a topographic map and have
 NR0219.an estimated accuracy of +/- 6 seconds.
 NR0219
 NR0219.The orthometric height was determined by differential leveling
 NR0219.and adjusted by the National Geodetic Survey in June 1991..
 NR0219
 NR0219.The geoid height was determined by GEOID03.
 NR0219
 NR0219.The dynamic height is computed by dividing the NAVD 88
 NR0219.geopotential number by the normal gravity value computed on the
 NR0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0219.degrees latitude (g = 980.6199 gals.).
 NR0219
 NR0219.The modeled gravity was interpolated from observed gravity values.
 NR0219
 NR0219;                    North         East    Units  Estimated Accuracy
 NR0219;SPC WYEC     -   369,760.      462,160.      MT  (+/- 180 meters Scaled)
 NR0219
 NR0219                          SUPERSEDED SURVEY CONTROL
 NR0219
 NR0219  NGVD 29 (06/08/92) 1656.695  (m)         5435.34   (f) ADJUSTED    1 2
 NR0219
 NR0219.Superseded values are not recommended for survey control.
 NR0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0219.See file dsdata.txt to determine how the superseded data were derived.
 NR0219
 NR0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH717538(NAD 83)
 NR0219_MARKER: I = METAL ROD
 NR0219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0219_SP_SET: STAINLESS STEEL ROD
 NR0219_STAMPING: U 334 1982
 NR0219_MARK LOGO: NGS   
 NR0219_PROJECTION: FLUSH
 NR0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0219_ROD/PIPE-DEPTH: 9.8  meters
 NR0219
 NR0219  HISTORY     - Date     Condition        Report By
 NR0219  HISTORY     - 1982     MONUMENTED       NGS
 NR0219
 NR0219                          STATION DESCRIPTION
 NR0219
 NR0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0219'20.5 KM (12.75 MI) NW FROM CASPER.
 NR0219'20.5 KM (12.75 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0219'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 0.1 KM (0.05 MI)
 NR0219'SOUTHEAST OF MILEPOST 16 AND 22.4 METERS (73.5 FT) NORTHEAST OF THE
 NR0219'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 NR0219'A 5-INCH LOGO CAP.
 NR0219'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 NR0219'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0244 ***********************************************************************
 NR0244  DESIGNATION -  U 335
 NR0244  PID         -  NR0244
 NR0244  STATE/COUNTY-  WY/NATRONA
 NR0244  USGS QUAD   -  GOOSE EGG (1984)
 NR0244
 NR0244                         *CURRENT SURVEY CONTROL
 NR0244  ___________________________________________________________________
 NR0244* NAD 83(1986)-  42 45 57.     (N)    106 28 25.     (W)     SCALED    
 NR0244* NAVD 88     -      1679.044  (meters)    5508.66   (feet)  ADJUSTED  
 NR0244  ___________________________________________________________________
 NR0244  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NR0244  DYNAMIC HT  -        1677.966 (meters)    5505.13  (feet)  COMP
 NR0244  MODELED GRAV-     979,919.1   (mgal)                       NAVD 88
 NR0244
 NR0244  VERT ORDER  -  FIRST     CLASS II
 NR0244
 NR0244.The horizontal coordinates were scaled from a topographic map and have
 NR0244.an estimated accuracy of +/- 6 seconds.
 NR0244
 NR0244.The orthometric height was determined by differential leveling
 NR0244.and adjusted by the National Geodetic Survey in June 1991..
 NR0244
 NR0244.The geoid height was determined by GEOID03.
 NR0244
 NR0244.The dynamic height is computed by dividing the NAVD 88
 NR0244.geopotential number by the normal gravity value computed on the
 NR0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0244.degrees latitude (g = 980.6199 gals.).
 NR0244
 NR0244.The modeled gravity was interpolated from observed gravity values.
 NR0244
 NR0244;                    North         East    Units  Estimated Accuracy
 NR0244;SPC WYEC     -   352,000.      470,360.      MT  (+/- 180 meters Scaled)
 NR0244
 NR0244                          SUPERSEDED SURVEY CONTROL
 NR0244
 NR0244  NGVD 29 (06/08/92) 1678.151  (m)         5505.73   (f) ADJUSTED    1 2
 NR0244
 NR0244.Superseded values are not recommended for survey control.
 NR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0244.See file dsdata.txt to determine how the superseded data were derived.
 NR0244
 NR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH794358(NAD 83)
 NR0244_MARKER: DB = BENCH MARK DISK
 NR0244_SETTING: 66 = SET IN ROCK OUTCROP
 NR0244_SP_SET: ROCK OUTCROP
 NR0244_STAMPING: U 335 1982
 NR0244_MARK LOGO: NGS   
 NR0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0244+STABILITY: POSITION/ELEVATION WELL
 NR0244
 NR0244  HISTORY     - Date     Condition        Report By
 NR0244  HISTORY     - 1982     MONUMENTED       NGS
 NR0244
 NR0244                          STATION DESCRIPTION
 NR0244
 NR0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0244'11.0 KM (6.85 MI) SW FROM CASPER.
 NR0244'11.0 KM (6.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0244'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN THE CENTER OF THE
 NR0244'EASTERN 1/3 OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 87.0
 NR0244'METERS (285.4 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT, 61.0
 NR0244'METERS (200.1 FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT AND 17.1
 NR0244'METERS (56.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 NR0244'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 NR0244'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0309 ***********************************************************************
 NR0309  DESIGNATION -  U 336
 NR0309  PID         -  NR0309
 NR0309  STATE/COUNTY-  WY/CARBON
 NR0309  USGS QUAD   -  LAMONT (1981)
 NR0309
 NR0309                         *CURRENT SURVEY CONTROL
 NR0309  ___________________________________________________________________
 NR0309* NAD 83(1986)-  42 11 16.     (N)    107 27 05.     (W)     SCALED    
 NR0309* NAVD 88     -      2004.068  (meters)    6575.01   (feet)  ADJUSTED  
 NR0309  ___________________________________________________________________
 NR0309  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 NR0309  DYNAMIC HT  -        2002.456 (meters)    6569.72  (feet)  COMP
 NR0309  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 NR0309
 NR0309  VERT ORDER  -  FIRST     CLASS II
 NR0309
 NR0309.The horizontal coordinates were scaled from a topographic map and have
 NR0309.an estimated accuracy of +/- 6 seconds.
 NR0309
 NR0309.The orthometric height was determined by differential leveling
 NR0309.and adjusted by the National Geodetic Survey in June 1991..
 NR0309
 NR0309.The geoid height was determined by GEOID03.
 NR0309
 NR0309.The dynamic height is computed by dividing the NAVD 88
 NR0309.geopotential number by the normal gravity value computed on the
 NR0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0309.degrees latitude (g = 980.6199 gals.).
 NR0309
 NR0309.The modeled gravity was interpolated from observed gravity values.
 NR0309
 NR0309;                    North         East    Units  Estimated Accuracy
 NR0309;SPC WYEC     -   287,440.      390,250.      MT  (+/- 180 meters Scaled)
 NR0309
 NR0309                          SUPERSEDED SURVEY CONTROL
 NR0309
 NR0309  NGVD 29 (06/08/92) 2002.947  (m)         6571.34   (f) ADJUSTED    1 2
 NR0309
 NR0309.Superseded values are not recommended for survey control.
 NR0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0309.See file dsdata.txt to determine how the superseded data were derived.
 NR0309
 NR0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG975735(NAD 83)
 NR0309_MARKER: DB = BENCH MARK DISK
 NR0309_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0309_SP_SET: ABUTMENT
 NR0309_STAMPING: U 336 1982
 NR0309_MARK LOGO: NGS   
 NR0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0309+STABILITY: POSITION/ELEVATION WELL
 NR0309
 NR0309  HISTORY     - Date     Condition        Report By
 NR0309  HISTORY     - 1982     MONUMENTED       NGS
 NR0309
 NR0309                          STATION DESCRIPTION
 NR0309
 NR0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0309'21.6 KM (13.4 MI) SOUTH FROM MUDDY GAP.
 NR0309'21.6 KM (13.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0309'WITH STATE HIGHWAY 220 IN MUDDY GAP, IN TOP OF AND 1.8 METERS (5.9 FT)
 NR0309'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF
 NR0309'THE HIGHWAY OVERPASS OF A DRY WASH AND 5.9 METERS (19.4 FT) SOUTHWEST
 NR0309'OF THE CENTERLINE OF THE HIGHWAY.
 NR0309'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0276 ***********************************************************************
 NR0276  DESIGNATION -  U 337
 NR0276  PID         -  NR0276
 NR0276  STATE/COUNTY-  WY/NATRONA
 NR0276  USGS QUAD   -  BENTON BASIN SW (1984)
 NR0276
 NR0276                         *CURRENT SURVEY CONTROL
 NR0276  ___________________________________________________________________
 NR0276* NAD 83(1986)-  42 33 57.     (N)    107 00 01.     (W)     SCALED    
 NR0276* NAVD 88     -      1802.927  (meters)    5915.10   (feet)  ADJUSTED  
 NR0276  ___________________________________________________________________
 NR0276  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 NR0276  DYNAMIC HT  -        1801.716 (meters)    5911.13  (feet)  COMP
 NR0276  MODELED GRAV-     979,884.6   (mgal)                       NAVD 88
 NR0276
 NR0276  VERT ORDER  -  FIRST     CLASS II
 NR0276
 NR0276.The horizontal coordinates were scaled from a topographic map and have
 NR0276.an estimated accuracy of +/- 6 seconds.
 NR0276
 NR0276.The orthometric height was determined by differential leveling
 NR0276.and adjusted by the National Geodetic Survey in June 1991..
 NR0276
 NR0276.The geoid height was determined by GEOID03.
 NR0276
 NR0276.The dynamic height is computed by dividing the NAVD 88
 NR0276.geopotential number by the normal gravity value computed on the
 NR0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0276.degrees latitude (g = 980.6199 gals.).
 NR0276
 NR0276.The modeled gravity was interpolated from observed gravity values.
 NR0276
 NR0276;                    North         East    Units  Estimated Accuracy
 NR0276;SPC WYEC     -   329,480.      427,350.      MT  (+/- 180 meters Scaled)
 NR0276
 NR0276                          SUPERSEDED SURVEY CONTROL
 NR0276
 NR0276  NGVD 29 (06/08/92) 1802.009  (m)         5912.09   (f) ADJUSTED    1 2
 NR0276
 NR0276.Superseded values are not recommended for survey control.
 NR0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0276.See file dsdata.txt to determine how the superseded data were derived.
 NR0276
 NR0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH358145(NAD 83)
 NR0276_MARKER: DB = BENCH MARK DISK
 NR0276_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NR0276_SP_SET: ABUTMENT
 NR0276_STAMPING: U 337 1982
 NR0276_MARK LOGO: NGS   
 NR0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0276+STABILITY: POSITION/ELEVATION WELL
 NR0276
 NR0276  HISTORY     - Date     Condition        Report By
 NR0276  HISTORY     - 1982     MONUMENTED       NGS
 NR0276
 NR0276                          STATION DESCRIPTION
 NR0276
 NR0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0276'45.0 KM (27.95 MI) NE FROM MUDDY GAP.
 NR0276'45.0 KM (27.95 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0276'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP, IN
 NR0276'TOP OF AND 1.6 METERS (5.2 FT) NORTH OF THE SOUTH END OF THE EAST
 NR0276'CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF HORSE CREEK AND 5.7
 NR0276'METERS (18.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 NR0276'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0353 ***********************************************************************
 MQ0353  DESIGNATION -  U 339
 MQ0353  PID         -  MQ0353
 MQ0353  STATE/COUNTY-  WY/SWEETWATER
 MQ0353  USGS QUAD   -  GREEN RIVER (1980)
 MQ0353
 MQ0353                         *CURRENT SURVEY CONTROL
 MQ0353  ___________________________________________________________________
 MQ0353* NAD 83(1986)-  41 32 20.     (N)    109 28 28.     (W)     SCALED    
 MQ0353* NAVD 88     -      1908.710  (meters)    6262.16   (feet)  ADJUSTED  
 MQ0353  ___________________________________________________________________
 MQ0353  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 MQ0353  DYNAMIC HT  -        1907.089 (meters)    6256.84  (feet)  COMP
 MQ0353  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 MQ0353
 MQ0353  VERT ORDER  -  FIRST     CLASS II
 MQ0353
 MQ0353.The horizontal coordinates were scaled from a topographic map and have
 MQ0353.an estimated accuracy of +/- 6 seconds.
 MQ0353
 MQ0353.The orthometric height was determined by differential leveling
 MQ0353.and adjusted by the National Geodetic Survey in June 1991..
 MQ0353
 MQ0353.The geoid height was determined by GEOID03.
 MQ0353
 MQ0353.The dynamic height is computed by dividing the NAVD 88
 MQ0353.geopotential number by the normal gravity value computed on the
 MQ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0353.degrees latitude (g = 980.6199 gals.).
 MQ0353
 MQ0353.The modeled gravity was interpolated from observed gravity values.
 MQ0353
 MQ0353;                    North         East    Units  Estimated Accuracy
 MQ0353;SPC WYWC     -   115,620.      539,550.      MT  (+/- 180 meters Scaled)
 MQ0353
 MQ0353                          SUPERSEDED SURVEY CONTROL
 MQ0353
 MQ0353  NGVD 29 (06/08/92) 1907.430  (m)         6257.96   (f) ADJUSTED    1 2
 MQ0353
 MQ0353.Superseded values are not recommended for survey control.
 MQ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0353.See file dsdata.txt to determine how the superseded data were derived.
 MQ0353
 MQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL272997(NAD 83)
 MQ0353_MARKER: DB = BENCH MARK DISK
 MQ0353_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MQ0353_SP_SET: BRIDGE ABUTMENT
 MQ0353_STAMPING: U 339 1983
 MQ0353_MARK LOGO: NGS   
 MQ0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0353
 MQ0353  HISTORY     - Date     Condition        Report By
 MQ0353  HISTORY     - 1983     MONUMENTED       NGS
 MQ0353  HISTORY     - 1983     GOOD             NGS
 MQ0353  HISTORY     - 1984     GOOD             NGS
 MQ0353
 MQ0353                          STATION DESCRIPTION
 MQ0353
 MQ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0353'1.7 KM (1.05 MI) NE FROM GREEN RIVER.
 MQ0353'1.1 KM (0.7 MI) NORTHWEST ALONG STATE HIGHWAY 374 FROM THE POST OFFICE
 MQ0353'IN GREEN RIVER, THENCE 0.5 KM (0.3 MI) NORTH ALONG HILLCREST WAY,
 MQ0353'THENCE 0.1 KM (0.05 MI) NORTHEASTERLY ALONG WHITE MOUNTAIN ROAD, IN
 MQ0353'TOP OF AND 0.4 METER (1.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 MQ0353'NORTHWEST CONCRETE ABUTMENT OF INTERSTATE HIGHWAY 80 BRIDGE NUMBER
 MQ0353'89.69 OVER WHITE MOUNTAIN ROAD, 15.1 METERS (49.5 FT) NORTHWEST OF THE
 MQ0353'CENTER OF THE ROAD, AND 7.1 METERS (23.3 FT) SOUTHWEST OF THE
 MQ0353'CENTERLINE OF THE EAST BOUND LANES OF THE INTERSTATE HIGHWAY.
 MQ0353'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 MQ0353
 MQ0353                          STATION RECOVERY (1983)
 MQ0353
 MQ0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0353'RECOVERED IN GOOD CONDITION.
 MQ0353
 MQ0353                          STATION RECOVERY (1984)
 MQ0353
 MQ0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0350 ***********************************************************************
 MQ0350  DESIGNATION -  U 340
 MQ0350  PID         -  MQ0350
 MQ0350  STATE/COUNTY-  WY/SWEETWATER
 MQ0350  USGS QUAD   -  PERU (1980)
 MQ0350
 MQ0350                         *CURRENT SURVEY CONTROL
 MQ0350  ___________________________________________________________________
 MQ0350* NAD 83(1986)-  41 33 23.     (N)    109 34 17.     (W)     SCALED    
 MQ0350* NAVD 88     -      1924.324  (meters)    6313.39   (feet)  ADJUSTED  
 MQ0350  ___________________________________________________________________
 MQ0350  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 MQ0350  DYNAMIC HT  -        1922.645 (meters)    6307.88  (feet)  COMP
 MQ0350  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 MQ0350
 MQ0350  VERT ORDER  -  FIRST     CLASS II
 MQ0350
 MQ0350.The horizontal coordinates were scaled from a topographic map and have
 MQ0350.an estimated accuracy of +/- 6 seconds.
 MQ0350
 MQ0350.The orthometric height was determined by differential leveling
 MQ0350.and adjusted by the National Geodetic Survey in June 1991..
 MQ0350
 MQ0350.The geoid height was determined by GEOID03.
 MQ0350
 MQ0350.The dynamic height is computed by dividing the NAVD 88
 MQ0350.geopotential number by the normal gravity value computed on the
 MQ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0350.degrees latitude (g = 980.6199 gals.).
 MQ0350
 MQ0350.The modeled gravity was interpolated from observed gravity values.
 MQ0350
 MQ0350;                    North         East    Units  Estimated Accuracy
 MQ0350;SPC WYWC     -   117,640.      531,480.      MT  (+/- 180 meters Scaled)
 MQ0350
 MQ0350                          SUPERSEDED SURVEY CONTROL
 MQ0350
 MQ0350  NGVD 29 (06/08/92) 1922.992  (m)         6309.02   (f) ADJUSTED    1 2
 MQ0350
 MQ0350.Superseded values are not recommended for survey control.
 MQ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0350.See file dsdata.txt to determine how the superseded data were derived.
 MQ0350
 MQ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM191015(NAD 83)
 MQ0350_MARKER: I = METAL ROD
 MQ0350_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0350+WITH SETTING: INFORMATION.
 MQ0350_SP_SET: SHALLOW SET METAL ROD
 MQ0350_STAMPING: U 340 1983
 MQ0350_MARK LOGO: NGS   
 MQ0350_PROJECTION: FLUSH
 MQ0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0350_ROD/PIPE-DEPTH: 1.8  meters
 MQ0350
 MQ0350  HISTORY     - Date     Condition        Report By
 MQ0350  HISTORY     - 1983     MONUMENTED       NGS
 MQ0350
 MQ0350                          STATION DESCRIPTION
 MQ0350
 MQ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0350'10.2 KM (6.35 MI) WEST FROM GREEN RIVER.
 MQ0350'10.2 KM (6.35 MI) WESTERLY ALONG STATE HIGHWAY 374 FROM THE POST
 MQ0350'OFFICE IN GREEN RIVER, AND 19.6 METERS (64.3 FT) SOUTH OF THE CENTER
 MQ0350'OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 6.0 FEET, AND ACCESS TO
 MQ0350'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0350'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MQ0350'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0475 ***********************************************************************
 MP0475  DESIGNATION -  U 341
 MP0475  PID         -  MP0475
 MP0475  STATE/COUNTY-  WY/CARBON
 MP0475  USGS QUAD   -  SINCLAIR (1981)
 MP0475
 MP0475                         *CURRENT SURVEY CONTROL
 MP0475  ___________________________________________________________________
 MP0475* NAD 83(1986)-  41 46 48.     (N)    107 01 49.     (W)     SCALED    
 MP0475* NAVD 88     -      1990.092  (meters)    6529.16   (feet)  ADJUSTED  
 MP0475  ___________________________________________________________________
 MP0475  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 MP0475  DYNAMIC HT  -        1988.432 (meters)    6523.71  (feet)  COMP
 MP0475  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 MP0475
 MP0475  VERT ORDER  -  FIRST     CLASS II
 MP0475
 MP0475.The horizontal coordinates were scaled from a topographic map and have
 MP0475.an estimated accuracy of +/- 6 seconds.
 MP0475
 MP0475.The orthometric height was determined by differential leveling
 MP0475.and adjusted by the National Geodetic Survey in June 1991..
 MP0475
 MP0475.The geoid height was determined by GEOID03.
 MP0475
 MP0475.The dynamic height is computed by dividing the NAVD 88
 MP0475.geopotential number by the normal gravity value computed on the
 MP0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0475.degrees latitude (g = 980.6199 gals.).
 MP0475
 MP0475.The modeled gravity was interpolated from observed gravity values.
 MP0475
 MP0475;                    North         East    Units  Estimated Accuracy
 MP0475;SPC WYEC     -   242,190.      425,190.      MT  (+/- 180 meters Scaled)
 MP0475
 MP0475                          SUPERSEDED SURVEY CONTROL
 MP0475
 MP0475  NGVD 29 (06/08/92) 1988.964  (m)         6525.46   (f) ADJUSTED    1 2
 MP0475
 MP0475.Superseded values are not recommended for survey control.
 MP0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0475.See file dsdata.txt to determine how the superseded data were derived.
 MP0475
 MP0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG312273(NAD 83)
 MP0475_MARKER: I = METAL ROD
 MP0475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0475_SP_SET: STAINLESS STEEL ROD
 MP0475_STAMPING: U 341 1983
 MP0475_MARK LOGO: NGS   
 MP0475_PROJECTION: FLUSH
 MP0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0475_ROD/PIPE-DEPTH: 3.7  meters
 MP0475
 MP0475  HISTORY     - Date     Condition        Report By
 MP0475  HISTORY     - 1983     MONUMENTED       NGS
 MP0475
 MP0475                          STATION DESCRIPTION
 MP0475
 MP0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0475'6.9 KM (4.3 MI) EAST FROM SINCLAIR.
 MP0475'6.9 KM (4.3 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0475'STATION IN SINCLAIR, 0.1 KM (0.05 MI) EAST OF MILEPOST 672,
 MP0475'14.4 METERS (47.2 FT) NORTH OF THE NEAR RAIL, AND 11.9 METERS
 MP0475'(39.0 FT) SOUTHEAST OF UTILITY POLE 37.  NOTE=ACCESS TO THE DATUM
 MP0475'POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0475'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 MP0475'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0386 ***********************************************************************
 MQ0386  DESIGNATION -  U 342
 MQ0386  PID         -  MQ0386
 MQ0386  STATE/COUNTY-  WY/SWEETWATER
 MQ0386  USGS QUAD   -  TIPTON (1970)
 MQ0386
 MQ0386                         *CURRENT SURVEY CONTROL
 MQ0386  ___________________________________________________________________
 MQ0386* NAD 83(1986)-  41 37 40.     (N)    108 15 49.     (W)     SCALED    
 MQ0386* NAVD 88     -      2133.384  (meters)    6999.28   (feet)  ADJUSTED  
 MQ0386  ___________________________________________________________________
 MQ0386  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 MQ0386  DYNAMIC HT  -        2131.460 (meters)    6992.97  (feet)  COMP
 MQ0386  MODELED GRAV-     979,644.8   (mgal)                       NAVD 88
 MQ0386
 MQ0386  VERT ORDER  -  FIRST     CLASS II
 MQ0386
 MQ0386.The horizontal coordinates were scaled from a topographic map and have
 MQ0386.an estimated accuracy of +/- 6 seconds.
 MQ0386
 MQ0386.The orthometric height was determined by differential leveling
 MQ0386.and adjusted by the National Geodetic Survey in June 1991..
 MQ0386
 MQ0386.The geoid height was determined by GEOID03.
 MQ0386
 MQ0386.The dynamic height is computed by dividing the NAVD 88
 MQ0386.geopotential number by the normal gravity value computed on the
 MQ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0386.degrees latitude (g = 980.6199 gals.).
 MQ0386
 MQ0386.The modeled gravity was interpolated from observed gravity values.
 MQ0386
 MQ0386;                    North         East    Units  Estimated Accuracy
 MQ0386;SPC WYWC     -   125,350.      640,530.      MT  (+/- 180 meters Scaled)
 MQ0386
 MQ0386                          SUPERSEDED SURVEY CONTROL
 MQ0386
 MQ0386  NGVD 29 (06/08/92) 2132.091  (m)         6995.04   (f) ADJUSTED    1 2
 MQ0386
 MQ0386.Superseded values are not recommended for survey control.
 MQ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0386.See file dsdata.txt to determine how the superseded data were derived.
 MQ0386
 MQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM279120(NAD 83)
 MQ0386_MARKER: I = METAL ROD
 MQ0386_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0386_SP_SET: STAINLESS STEEL ROD
 MQ0386_STAMPING: U 342 1983
 MQ0386_MARK LOGO: NGS   
 MQ0386_PROJECTION: FLUSH
 MQ0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0386_ROD/PIPE-DEPTH: 5.5  meters
 MQ0386
 MQ0386  HISTORY     - Date     Condition        Report By
 MQ0386  HISTORY     - 1983     MONUMENTED       NGS
 MQ0386
 MQ0386                          STATION DESCRIPTION
 MQ0386
 MQ0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0386'10.7 KM (6.65 MI) EAST FROM TABLEROCK.
 MQ0386'10.7 KM (6.65 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0386'STATION IN TABLE ROCK, AT TIPTON, AT A UTILITY LINE CROSSING, 18.0
 MQ0386'METERS (59.1 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD, 10.8 METERS
 MQ0386'(35.4 FT) NORTHWEST OF THE NEAR RAIL, 8.0 METERS (26.2 FT) SOUTHEAST
 MQ0386'OF THE CENTER OF A DIRT ROAD, AND 1.0 METER (3.3 FT) NORTHEAST OF A
 MQ0386'UTILITY POLE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MQ0386'LOGO CAP.
 MQ0386'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MQ0386'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0985 ***********************************************************************
 MO0985  DESIGNATION -  U 343
 MO0985  PID         -  MO0985
 MO0985  STATE/COUNTY-  WY/ALBANY
 MO0985  USGS QUAD   -  LARAMIE (1978)
 MO0985
 MO0985                         *CURRENT SURVEY CONTROL
 MO0985  ___________________________________________________________________
 MO0985* NAD 83(1986)-  41 18 14.     (N)    105 32 08.     (W)     SCALED    
 MO0985* NAVD 88     -      2243.522  (meters)    7360.62   (feet)  ADJUSTED  
 MO0985  ___________________________________________________________________
 MO0985  GEOID HEIGHT-         -11.55  (meters)                     GEOID03
 MO0985  DYNAMIC HT  -        2241.578 (meters)    7354.24  (feet)  COMP
 MO0985  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 MO0985
 MO0985  VERT ORDER  -  FIRST     CLASS II
 MO0985
 MO0985.The horizontal coordinates were scaled from a topographic map and have
 MO0985.an estimated accuracy of +/- 6 seconds.
 MO0985
 MO0985.The orthometric height was determined by differential leveling
 MO0985.and adjusted by the National Geodetic Survey in June 1991..
 MO0985
 MO0985.The geoid height was determined by GEOID03.
 MO0985
 MO0985.The dynamic height is computed by dividing the NAVD 88
 MO0985.geopotential number by the normal gravity value computed on the
 MO0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0985.degrees latitude (g = 980.6199 gals.).
 MO0985
 MO0985.The modeled gravity was interpolated from observed gravity values.
 MO0985
 MO0985;                    North         East    Units  Estimated Accuracy
 MO0985;SPC WY E     -    89,330.      169,110.      MT  (+/- 180 meters Scaled)
 MO0985
 MO0985                          SUPERSEDED SURVEY CONTROL
 MO0985
 MO0985  NGVD 29 (06/08/92) 2242.472  (m)         7357.18   (f) ADJUSTED    1 2
 MO0985
 MO0985.Superseded values are not recommended for survey control.
 MO0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0985.See file dsdata.txt to determine how the superseded data were derived.
 MO0985
 MO0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF551726(NAD 83)
 MO0985_MARKER: DB = BENCH MARK DISK
 MO0985_SETTING: 66 = SET IN ROCK OUTCROP
 MO0985_SP_SET: ROCK OUTCROP
 MO0985_STAMPING: U 343 1983
 MO0985_MARK LOGO: NGS   
 MO0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0985+STABILITY: POSITION/ELEVATION WELL
 MO0985
 MO0985  HISTORY     - Date     Condition        Report By
 MO0985  HISTORY     - 1983     MONUMENTED       NGS
 MO0985
 MO0985                          STATION DESCRIPTION
 MO0985
 MO0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0985'5.6 KM (3.5 MI) NE FROM LARAMIE.
 MO0985'0.3 KM (0.2 MI) NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0985'STATION IN LARAMIE, THENCE 5.0 KM (3.1 MI) EASTERLY ALONG GRAND
 MO0985'AVENUE, THENCE 0.3 KM (0.2 MI) NORTHEASTERLY ALONG A DIRT ROAD, NEAR
 MO0985'THE CENTER OF A 30 BY 60 FT EXPOSED AREA OF OUTCROPPING SANDSTONE, AND
 MO0985'29.0 METERS (95.1 FT) SOUTHEAST OF THE CENTER OF THE DIRT ROAD.
 MO0985'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 MO0985'THE MARK IS 1.0 M BELOW THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0962 ***********************************************************************
 MO0962  DESIGNATION -  U 344
 MO0962  PID         -  MO0962
 MO0962  STATE/COUNTY-  WY/ALBANY
 MO0962  USGS QUAD   -  LARAMIE (1978)
 MO0962
 MO0962                         *CURRENT SURVEY CONTROL
 MO0962  ___________________________________________________________________
 MO0962* NAD 83(1986)-  41 17 51.     (N)    105 35 41.     (W)     SCALED    
 MO0962* NAVD 88     -      2184.078  (meters)    7165.60   (feet)  ADJUSTED  
 MO0962  ___________________________________________________________________
 MO0962  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 MO0962  DYNAMIC HT  -        2182.200 (meters)    7159.43  (feet)  COMP
 MO0962  MODELED GRAV-     979,684.1   (mgal)                       NAVD 88
 MO0962
 MO0962  VERT ORDER  -  FIRST     CLASS II
 MO0962
 MO0962.The horizontal coordinates were scaled from a topographic map and have
 MO0962.an estimated accuracy of +/- 6 seconds.
 MO0962
 MO0962.The orthometric height was determined by differential leveling
 MO0962.and adjusted by the National Geodetic Survey in June 1991..
 MO0962
 MO0962.The geoid height was determined by GEOID03.
 MO0962
 MO0962.The dynamic height is computed by dividing the NAVD 88
 MO0962.geopotential number by the normal gravity value computed on the
 MO0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0962.degrees latitude (g = 980.6199 gals.).
 MO0962
 MO0962.The modeled gravity was interpolated from observed gravity values.
 MO0962
 MO0962;                    North         East    Units  Estimated Accuracy
 MO0962;SPC WY E     -    88,650.      164,150.      MT  (+/- 180 meters Scaled)
 MO0962
 MO0962                          SUPERSEDED SURVEY CONTROL
 MO0962
 MO0962  NGVD 29 (06/08/92) 2183.036  (m)         7162.18   (f) ADJUSTED    1 2
 MO0962
 MO0962.Superseded values are not recommended for survey control.
 MO0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0962.See file dsdata.txt to determine how the superseded data were derived.
 MO0962
 MO0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF502719(NAD 83)
 MO0962_MARKER: DB = BENCH MARK DISK
 MO0962_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0962_SP_SET: PIER
 MO0962_STAMPING: U 344 1983
 MO0962_MARK LOGO: NGS   
 MO0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0962
 MO0962  HISTORY     - Date     Condition        Report By
 MO0962  HISTORY     - 1983     MONUMENTED       NGS
 MO0962  HISTORY     - 20050628 MARK NOT FOUND   GEOCAC
 MO0962
 MO0962                          STATION DESCRIPTION
 MO0962
 MO0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0962'IN LARAMIE.
 MO0962'IN LARAMIE, AT THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S. HIGHWAY
 MO0962'287, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY 1 OF 4
 MO0962'COLMNS OF THE MOST EASTERLY PIER OF THE INTERSTATE HIGHWAY 80
 MO0962'OVERPASS, 9.3 METERS (30.5 FT) EAST OF THE CENTERLINE OF THE NORTH
 MO0962'BOUND LANES OF U.S. HIGHWAY 287, AND 5.0 METERS (16.4 FT) SOUTH OF THE
 MO0962'CENTER OF THE EAST BOUND LANES OF INTERSTATE HIGHWAY 80.
 MO0962'THE MARK IS 1.3 M ABOVE THE GROUND.
 MO0962
 MO0962                          STATION RECOVERY (2005)
 MO0962
 MO0962'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 MO0962'NO MARK FOUND IN SOUTH FACE OF PILLAR. IN WEST FACE OF PILLAR THERE IS
 MO0962'A DISK OF
 MO0962'THIS DESIGNATION WITH THE ADDITIONAL STAMPING
 MO0962' 
 MO0962' RESET 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0432 ***********************************************************************
 MQ0432  DESIGNATION -  U 345
 MQ0432  PID         -  MQ0432
 MQ0432  STATE/COUNTY-  WY/SWEETWATER
 MQ0432  USGS QUAD   -  LINWOOD CANYON (1996)
 MQ0432
 MQ0432                         *CURRENT SURVEY CONTROL
 MQ0432  ___________________________________________________________________
 MQ0432* NAD 83(1986)-  41 00 24.     (N)    109 39 47.     (W)     SCALED    
 MQ0432* NAVD 88     -      1851.995  (meters)    6076.09   (feet)  ADJUSTED  
 MQ0432  ___________________________________________________________________
 MQ0432  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 MQ0432  DYNAMIC HT  -        1850.330 (meters)    6070.62  (feet)  COMP
 MQ0432  MODELED GRAV-     979,660.0   (mgal)                       NAVD 88
 MQ0432
 MQ0432  VERT ORDER  -  FIRST     CLASS II
 MQ0432
 MQ0432.The horizontal coordinates were scaled from a topographic map and have
 MQ0432.an estimated accuracy of +/- 6 seconds.
 MQ0432
 MQ0432.The orthometric height was determined by differential leveling
 MQ0432.and adjusted by the National Geodetic Survey in June 1991..
 MQ0432
 MQ0432.The geoid height was determined by GEOID03.
 MQ0432
 MQ0432.The dynamic height is computed by dividing the NAVD 88
 MQ0432.geopotential number by the normal gravity value computed on the
 MQ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0432.degrees latitude (g = 980.6199 gals.).
 MQ0432
 MQ0432.The modeled gravity was interpolated from observed gravity values.
 MQ0432
 MQ0432;                    North         East    Units  Estimated Accuracy
 MQ0432;SPC WYWC     -    56,660.      523,190.      MT  (+/- 180 meters Scaled)
 MQ0432
 MQ0432                          SUPERSEDED SURVEY CONTROL
 MQ0432
 MQ0432.No superseded survey control is available for this station.
 MQ0432
 MQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL124403(NAD 83)
 MQ0432_MARKER: I = METAL ROD
 MQ0432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0432_SP_SET: STAINLESS STEEL ROD
 MQ0432_STAMPING: U 345 1984
 MQ0432_MARK LOGO: NGS   
 MQ0432_PROJECTION: FLUSH
 MQ0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0432_ROD/PIPE-DEPTH: 7.3  meters
 MQ0432
 MQ0432  HISTORY     - Date     Condition        Report By
 MQ0432  HISTORY     - 1984     MONUMENTED       NGS
 MQ0432
 MQ0432                          STATION DESCRIPTION
 MQ0432
 MQ0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0432'5.7 KM (3.55 MI) NE FROM MANILA UT.
 MQ0432'5.7 KM (3.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 43 AND 530 FROM
 MQ0432'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, UT, 0.1 KM (0.05 MI)
 MQ0432'EAST OF MILEPOST 44, 0.6 KM (0.35 MI) WEST OF LUCERNE VALLY RECREATION
 MQ0432'ROAD, IN THE EXTENDED CENTER OF A DIRT ROAD LEADING EAST, 61.0 M
 MQ0432'(200.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 8.1 M (26.6 FT)
 MQ0432'WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH.  NOTE=ACCESS TO THE
 MQ0432'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0432'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 MQ0432'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9034 ***********************************************************************
 AD9034  DESIGNATION -  U 346
 AD9034  PID         -  AD9034
 AD9034  STATE/COUNTY-  WY/CROOK
 AD9034  USGS QUAD   -  SHEPARD RESERVOIR (1984)
 AD9034
 AD9034                         *CURRENT SURVEY CONTROL
 AD9034  ___________________________________________________________________
 AD9034* NAD 83(1986)-  44 53 55.     (N)    104 12 12.     (W)     SCALED    
 AD9034* NAVD 88     -      1054.772  (meters)    3460.53   (feet)  ADJUSTED  
 AD9034  ___________________________________________________________________
 AD9034  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 AD9034  DYNAMIC HT  -        1054.496 (meters)    3459.63  (feet)  COMP
 AD9034  MODELED GRAV-     980,318.4   (mgal)                       NAVD 88
 AD9034
 AD9034  VERT ORDER  -  FIRST     CLASS II
 AD9034
 AD9034.The horizontal coordinates were scaled from a topographic map and have
 AD9034.an estimated accuracy of +/- 6 seconds.
 AD9034
 AD9034.The orthometric height was determined by differential leveling
 AD9034.and adjusted by the National Geodetic Survey in July 1998..
 AD9034
 AD9034.The geoid height was determined by GEOID03.
 AD9034
 AD9034.The dynamic height is computed by dividing the NAVD 88
 AD9034.geopotential number by the normal gravity value computed on the
 AD9034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9034.degrees latitude (g = 980.6199 gals.).
 AD9034
 AD9034.The modeled gravity was interpolated from observed gravity values.
 AD9034
 AD9034;                    North         East    Units  Estimated Accuracy
 AD9034;SPC WY E     -   489,050.      276,090.      MT  (+/- 180 meters Scaled)
 AD9034
 AD9034                          SUPERSEDED SURVEY CONTROL
 AD9034
 AD9034.No superseded survey control is available for this station.
 AD9034
 AD9034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK629719(NAD 83)
 AD9034_MARKER: I = METAL ROD
 AD9034_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9034_STAMPING: U 346 1995
 AD9034_MARK LOGO: NGS   
 AD9034_PROJECTION: FLUSH
 AD9034_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9034+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9034_ROD/PIPE-DEPTH: 7.1  meters
 AD9034_SLEEVE-DEPTH  : 0.9 meters
 AD9034
 AD9034  HISTORY     - Date     Condition        Report By
 AD9034  HISTORY     - 1995     MONUMENTED       NGS
 AD9034
 AD9034                          STATION DESCRIPTION
 AD9034
 AD9034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9034'22.4 KM (13.90 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9034'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 22.0 M (72.2 FT)
 AD9034'NORTHEAST OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) NORTHWEST OF THE
 AD9034'NORTHEAST END OF A CULVERT UNDER THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE
 AD9034'LEVEL OF THE HIGHWAY, AND 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST
 AD9034'AND THE NORTHWEST END OF TWO BRACED FENCE POSTS.  NOTE--ACCESS TO THE
 AD9034'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AD9034'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0167 ***********************************************************************
 PV0167  DESIGNATION -  U 35
 PV0167  PID         -  PV0167
 PV0167  STATE/COUNTY-  WY/CAMPBELL
 PV0167  USGS QUAD   -  LONE TREE CREEK (1972)
 PV0167
 PV0167                         *CURRENT SURVEY CONTROL
 PV0167  ___________________________________________________________________
 PV0167* NAD 83(1986)-  44 35 26.     (N)    105 19 37.     (W)     SCALED    
 PV0167* NAVD 88     -      1165.234  (meters)    3822.94   (feet)  ADJUSTED  
 PV0167  ___________________________________________________________________
 PV0167  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 PV0167  DYNAMIC HT  -        1164.836 (meters)    3821.63  (feet)  COMP
 PV0167  MODELED GRAV-     980,236.0   (mgal)                       NAVD 88
 PV0167
 PV0167  VERT ORDER  -  FIRST     CLASS II
 PV0167
 PV0167.The horizontal coordinates were scaled from a topographic map and have
 PV0167.an estimated accuracy of +/- 6 seconds.
 PV0167
 PV0167.The orthometric height was determined by differential leveling
 PV0167.and adjusted by the National Geodetic Survey in June 1991..
 PV0167
 PV0167.The geoid height was determined by GEOID03.
 PV0167
 PV0167.The dynamic height is computed by dividing the NAVD 88
 PV0167.geopotential number by the normal gravity value computed on the
 PV0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0167.degrees latitude (g = 980.6199 gals.).
 PV0167
 PV0167.The modeled gravity was interpolated from observed gravity values.
 PV0167
 PV0167;                    North         East    Units  Estimated Accuracy
 PV0167;SPC WY E     -   454,380.      187,270.      MT  (+/- 180 meters Scaled)
 PV0167
 PV0167                          SUPERSEDED SURVEY CONTROL
 PV0167
 PV0167  NGVD 29 (??/??/92) 1164.582  (m)         3820.80   (f) ADJ UNCH    1 2
 PV0167
 PV0167.Superseded values are not recommended for survey control.
 PV0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0167.See file dsdata.txt to determine how the superseded data were derived.
 PV0167
 PV0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK740375(NAD 83)
 PV0167_MARKER: DB = BENCH MARK DISK
 PV0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0167_SP_SET: CONCRETE POST
 PV0167_STAMPING: U 35 1933
 PV0167_MARK LOGO: CGS   
 PV0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0167+STABILITY: SURFACE MOTION
 PV0167
 PV0167  HISTORY     - Date     Condition        Report By
 PV0167  HISTORY     - 1933     MONUMENTED       CGS
 PV0167  HISTORY     - 1972     GOOD             USGS
 PV0167  HISTORY     - 1972     GOOD             NGS
 PV0167  HISTORY     - 1985     GOOD             NGS
 PV0167
 PV0167                          STATION DESCRIPTION
 PV0167
 PV0167'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 PV0167'24.3 MI N FROM GILLETTE.
 PV0167'GILLETTE, WYO., CB AND Q RR STA., THENCE NORTH ON STATE HWY
 PV0167'5926.7 MILES.  WESTON STORE AND POST OFFICE, 3.3 MILES SOUTH OF
 PV0167'TO FENCE, EAST 1200 FEET TO OLD HWY TRACE.  55 FEET EAST ALONG
 PV0167'FENCE AND 3 FEET NORTH.  A STANDARD DISK STAMPED U 35 1933 AND
 PV0167'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 PV0167'GROUND.
 PV0167
 PV0167                          STATION RECOVERY (1972)
 PV0167
 PV0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PV0167'RECOVERED IN GOOD CONDITION.
 PV0167
 PV0167                          STATION RECOVERY (1985)
 PV0167
 PV0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0167'RECOVERED IN GOOD CONDITION.  EXCEPT THE HIGHWAY DESCRIBED HAS BEEN
 PV0167'ABANDONED AND WILL NOT BE LEVELED TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0423 ***********************************************************************
 PV0423  DESIGNATION -  U 353
 PV0423  PID         -  PV0423
 PV0423  STATE/COUNTY-  WY/CROOK
 PV0423  USGS QUAD   -  SPYGLASS HILL (1982)
 PV0423
 PV0423                         *CURRENT SURVEY CONTROL
 PV0423  ___________________________________________________________________
 PV0423* NAD 83(1986)-  44 14 16.     (N)    104 53 37.     (W)     SCALED    
 PV0423* NAVD 88     -      1342.162  (meters)    4403.41   (feet)  ADJUSTED  
 PV0423  ___________________________________________________________________
 PV0423  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 PV0423  DYNAMIC HT  -        1341.618 (meters)    4401.63  (feet)  COMP
 PV0423  MODELED GRAV-     980,165.4   (mgal)                       NAVD 88
 PV0423
 PV0423  VERT ORDER  -  FIRST     CLASS II
 PV0423
 PV0423.The horizontal coordinates were scaled from a topographic map and have
 PV0423.an estimated accuracy of +/- 6 seconds.
 PV0423
 PV0423.The orthometric height was determined by differential leveling
 PV0423.and adjusted by the National Geodetic Survey in June 1991..
 PV0423
 PV0423.The geoid height was determined by GEOID03.
 PV0423
 PV0423.The dynamic height is computed by dividing the NAVD 88
 PV0423.geopotential number by the normal gravity value computed on the
 PV0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0423.degrees latitude (g = 980.6199 gals.).
 PV0423
 PV0423.The modeled gravity was interpolated from observed gravity values.
 PV0423
 PV0423;                    North         East    Units  Estimated Accuracy
 PV0423;SPC WY E     -   415,210.      221,810.      MT  (+/- 180 meters Scaled)
 PV0423
 PV0423                          SUPERSEDED SURVEY CONTROL
 PV0423
 PV0423.No superseded survey control is available for this station.
 PV0423
 PV0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ084982(NAD 83)
 PV0423_MARKER: I = METAL ROD
 PV0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0423_SP_SET: STAINLESS STEEL ROD
 PV0423_STAMPING: U 353 1985
 PV0423_MARK LOGO: NGS   
 PV0423_PROJECTION: FLUSH
 PV0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0423_ROD/PIPE-DEPTH: 3.6  meters
 PV0423
 PV0423  HISTORY     - Date     Condition        Report By
 PV0423  HISTORY     - 1985     MONUMENTED       NGS
 PV0423
 PV0423                          STATION DESCRIPTION
 PV0423
 PV0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0423'5.7 KM (3.55 MI) SE FROM MOORCROFT.
 PV0423'5.75 KM (3.6 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE JUNCTION OF US
 PV0423'HIGHWAY 14 AT MOORCROFT, AT THE NORTHWEST END OF A LONG LOW CUT, 0.8
 PV0423'KM (0.5 MI) SOUTHEAST OF MILEPOST 3, 33.5 METERS (110 FT) SOUTHWEST OF
 PV0423'THE SOUTH BOUND HIGHWAY CENTERLINE, 24.7 METERS (81 FT) NORTHWEST OF
 PV0423'THE NORTHWEST END OF A WOODEN RIGHT OF WAY FENCE BRACE AND 0.5 METER
 PV0423'(1.5 FT) NORTHEAST OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM
 PV0423'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0423'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 PV0423'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0363 ***********************************************************************
 PV0363  DESIGNATION -  U 354
 PV0363  PID         -  PV0363
 PV0363  STATE/COUNTY-  WY/CAMPBELL
 PV0363  USGS QUAD   -  PLEASANTDALE (1971)
 PV0363
 PV0363                         *CURRENT SURVEY CONTROL
 PV0363  ___________________________________________________________________
 PV0363* NAD 83(1986)-  44 02 58.     (N)    105 43 12.     (W)     SCALED    
 PV0363* NAVD 88     -      1522.312  (meters)    4994.45   (feet)  ADJUSTED  
 PV0363  ___________________________________________________________________
 PV0363  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 PV0363  DYNAMIC HT  -        1521.578 (meters)    4992.04  (feet)  COMP
 PV0363  MODELED GRAV-     980,082.4   (mgal)                       NAVD 88
 PV0363
 PV0363  VERT ORDER  -  FIRST     CLASS II
 PV0363
 PV0363.The horizontal coordinates were scaled from a topographic map and have
 PV0363.an estimated accuracy of +/- 6 seconds.
 PV0363
 PV0363.The orthometric height was determined by differential leveling
 PV0363.and adjusted by the National Geodetic Survey in June 1991..
 PV0363
 PV0363.The geoid height was determined by GEOID03.
 PV0363
 PV0363.The dynamic height is computed by dividing the NAVD 88
 PV0363.geopotential number by the normal gravity value computed on the
 PV0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0363.degrees latitude (g = 980.6199 gals.).
 PV0363
 PV0363.The modeled gravity was interpolated from observed gravity values.
 PV0363
 PV0363;                    North         East    Units  Estimated Accuracy
 PV0363;SPC WY E     -   394,390.      155,660.      MT  (+/- 180 meters Scaled)
 PV0363
 PV0363                          SUPERSEDED SURVEY CONTROL
 PV0363
 PV0363  NGVD 29 (06/08/92) 1521.546  (m)         4991.94   (f) ADJUSTED    1 2
 PV0363
 PV0363.Superseded values are not recommended for survey control.
 PV0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0363.See file dsdata.txt to determine how the superseded data were derived.
 PV0363
 PV0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ423776(NAD 83)
 PV0363_MARKER: I = METAL ROD
 PV0363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0363_SP_SET: STAINLESS STEEL ROD
 PV0363_STAMPING: U 354 1985
 PV0363_MARK LOGO: NGS   
 PV0363_PROJECTION: FLUSH
 PV0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0363_ROD/PIPE-DEPTH: 5.8  meters
 PV0363
 PV0363  HISTORY     - Date     Condition        Report By
 PV0363  HISTORY     - 1985     MONUMENTED       NGS
 PV0363
 PV0363                          STATION DESCRIPTION
 PV0363
 PV0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0363'21.4 KM (13.3 MI) NORTH FROM SAVAGETON.
 PV0363'21.4 KM (13.3 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 PV0363'SAVAGETON ROAD AT SAVAGETON, IN A SHALLOW DRAW, ON THE INSIDE OF THE
 PV0363'TRIPLE WOODEN POST BRACE AT THE NORTH OFFSET IN THE RIGHT OF WAY FENCE
 PV0363'AROUND A CULVERT, 0.07 KM (0.04 MI) SOUTHEAST OF MILEPOST 22, 29.3
 PV0363'METERS (96 FT) EAST OF THE HIGHWAY CENTERLINE, 25.6 METERS (84 FT)
 PV0363'NORTHEAST OF THE EAST END OF A 72-INCH PIPE CULVERT, 21.0 METERS (69
 PV0363'FT) SOUTHWEST OF A POWER POLE AND 0.6 METER (2 FT) WEST OF THE RIGHT
 PV0363'OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PV0363'LOGO CAP.
 PV0363'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0363'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0318 ***********************************************************************
 OU0318  DESIGNATION -  U 355
 OU0318  PID         -  OU0318
 OU0318  STATE/COUNTY-  WY/CAMPBELL
 OU0318  USGS QUAD   -  PINE TREE (1977)
 OU0318
 OU0318                         *CURRENT SURVEY CONTROL
 OU0318  ___________________________________________________________________
 OU0318* NAD 83(1986)-  43 36 26.     (N)    105 48 28.     (W)     SCALED    
 OU0318* NAVD 88     -      1648.182  (meters)    5407.41   (feet)  ADJUSTED  
 OU0318  ___________________________________________________________________
 OU0318  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 OU0318  DYNAMIC HT  -        1647.240 (meters)    5404.32  (feet)  COMP
 OU0318  MODELED GRAV-     979,989.7   (mgal)                       NAVD 88
 OU0318
 OU0318  VERT ORDER  -  FIRST     CLASS II
 OU0318
 OU0318.The horizontal coordinates were scaled from a topographic map and have
 OU0318.an estimated accuracy of +/- 6 seconds.
 OU0318
 OU0318.The orthometric height was determined by differential leveling
 OU0318.and adjusted by the National Geodetic Survey in June 1991..
 OU0318
 OU0318.The geoid height was determined by GEOID03.
 OU0318
 OU0318.The dynamic height is computed by dividing the NAVD 88
 OU0318.geopotential number by the normal gravity value computed on the
 OU0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0318.degrees latitude (g = 980.6199 gals.).
 OU0318
 OU0318.The modeled gravity was interpolated from observed gravity values.
 OU0318
 OU0318;                    North         East    Units  Estimated Accuracy
 OU0318;SPC WY E     -   345,310.      148,240.      MT  (+/- 180 meters Scaled)
 OU0318
 OU0318                          SUPERSEDED SURVEY CONTROL
 OU0318
 OU0318  NGVD 29 (06/08/92) 1647.340  (m)         5404.65   (f) ADJUSTED    1 2
 OU0318
 OU0318.Superseded values are not recommended for survey control.
 OU0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0318.See file dsdata.txt to determine how the superseded data were derived.
 OU0318
 OU0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ348285(NAD 83)
 OU0318_MARKER: I = METAL ROD
 OU0318_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0318_SP_SET: STAINLESS STEEL ROD
 OU0318_STAMPING: U 355 1985
 OU0318_MARK LOGO: NGS   
 OU0318_PROJECTION: FLUSH
 OU0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0318+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2001
 OU0318_ROD/PIPE-DEPTH: 4.3  meters
 OU0318
 OU0318  HISTORY     - Date     Condition        Report By
 OU0318  HISTORY     - 1985     MONUMENTED       NGS
 OU0318  HISTORY     - 20010827 GOOD             WYHD
 OU0318
 OU0318                          STATION DESCRIPTION
 OU0318
 OU0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0318'2.2 KM (1.35 MI) SW FROM PINE TREE JUNCTION.
 OU0318'2.2 KM (1.35 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM PINE TREE
 OU0318'JUNCTION, AT AN ANGLE IRON BRACE IN THE RIGHT OF WAY FENCE, AT THE
 OU0318'SOUTHWEST END OF A LONG TALL CUT AND AT THE NORTHEAST END OF A LONG
 OU0318'HIGHWAY FILL, 0.39 KM (0.24 MI) SOUTHWEST OF MILEPOST 131, 37.6 METERS
 OU0318'(123.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 0.6 METER (2 FT)
 OU0318'NORTHEAST OF THE BRACED POST AND 0.3 METER (1 FT) SOUTHEAST OF THE
 OU0318'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OU0318'5-INCH LOGO CAP.
 OU0318'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 OU0318'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 OU0318
 OU0318                          STATION RECOVERY (2001)
 OU0318
 OU0318'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JE)
 OU0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0279 ***********************************************************************
 OV0279  DESIGNATION -  U 356
 OV0279  PID         -  OV0279
 OV0279  STATE/COUNTY-  WY/JOHNSON
 OV0279  USGS QUAD   -  LINCH (1973)
 OV0279
 OV0279                         *CURRENT SURVEY CONTROL
 OV0279  ___________________________________________________________________
 OV0279* NAD 83(1986)-  43 30 19.     (N)    106 10 15.     (W)     SCALED    
 OV0279* NAVD 88     -      1620.305  (meters)    5315.95   (feet)  ADJUSTED  
 OV0279  ___________________________________________________________________
 OV0279  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 OV0279  DYNAMIC HT  -        1619.358 (meters)    5312.84  (feet)  COMP
 OV0279  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 OV0279
 OV0279  VERT ORDER  -  FIRST     CLASS II
 OV0279
 OV0279.The horizontal coordinates were scaled from a topographic map and have
 OV0279.an estimated accuracy of +/- 6 seconds.
 OV0279
 OV0279.The orthometric height was determined by differential leveling
 OV0279.and adjusted by the National Geodetic Survey in June 1991..
 OV0279
 OV0279.The geoid height was determined by GEOID03.
 OV0279
 OV0279.The dynamic height is computed by dividing the NAVD 88
 OV0279.geopotential number by the normal gravity value computed on the
 OV0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0279.degrees latitude (g = 980.6199 gals.).
 OV0279
 OV0279.The modeled gravity was interpolated from observed gravity values.
 OV0279
 OV0279;                    North         East    Units  Estimated Accuracy
 OV0279;SPC WYEC     -   434,440.      494,010.      MT  (+/- 180 meters Scaled)
 OV0279
 OV0279                          SUPERSEDED SURVEY CONTROL
 OV0279
 OV0279  NGVD 29 (06/08/92) 1619.451  (m)         5313.15   (f) ADJUSTED    1 2
 OV0279
 OV0279.Superseded values are not recommended for survey control.
 OV0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0279.See file dsdata.txt to determine how the superseded data were derived.
 OV0279
 OV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ053175(NAD 83)
 OV0279_MARKER: DB = BENCH MARK DISK
 OV0279_SETTING: 80 = SET IN A BOULDER
 OV0279_SP_SET: BOULDER
 OV0279_STAMPING: U 356 1985
 OV0279_MARK LOGO: NGS   
 OV0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0279
 OV0279  HISTORY     - Date     Condition        Report By
 OV0279  HISTORY     - 1985     MONUMENTED       NGS
 OV0279
 OV0279                          STATION DESCRIPTION
 OV0279
 OV0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0279'14.8 KM (9.2 MI) NE FROM MIDWEST.
 OV0279'14.76 KM (9.17 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE JUNCTION
 OV0279'OF STATE HIGHWAY 259 AT MIDWEST, IN THE TOP CENTER OF A 3 BY 8 FOOT L
 OV0279'SHAPED SANDSTONE BOULDER ON THE SOUTHEAST EDGE OF A DEEP RAVINE,
 OV0279'0.22 KM (0.14 MI) NORTHEAST OF THE CROSSING OF SHERWOOD DRAW, 0.28 KM
 OV0279'(0.17 MI) NORTHEAST OF MILEPOST 109, 52.7 METERS (173 FT) NORTHWEST OF
 OV0279'THE HIGHWAY CENTERLINE, 22.6 METERS (74 FT) SOUTHEAST OF THE SOUTHEAST
 OV0279'ABRUPT EDGE OF THE RAVINE, 11.6 METERS (38 FT) NORTHEAST OF THE CENTER
 OV0279'OF A SHALLOW RAVINE AND 5.5 METERS (18 FT) NORTHWEST OF THE RIGHT OF
 OV0279'WAY FENCE.
 OV0279'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 OV0279'THE MARK IS 0.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0383 ***********************************************************************
 PV0383  DESIGNATION -  U 357
 PV0383  PID         -  PV0383
 PV0383  STATE/COUNTY-  WY/CAMPBELL
 PV0383  USGS QUAD   -  WESTON (1972)
 PV0383
 PV0383                         *CURRENT SURVEY CONTROL
 PV0383  ___________________________________________________________________
 PV0383* NAD 83(1986)-  44 38 11.     (N)    105 20 10.     (W)     SCALED    
 PV0383* NAVD 88     -      1159.766  (meters)    3805.00   (feet)  ADJUSTED  
 PV0383  ___________________________________________________________________
 PV0383  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 PV0383  DYNAMIC HT  -        1159.370 (meters)    3803.70  (feet)  COMP
 PV0383  MODELED GRAV-     980,235.6   (mgal)                       NAVD 88
 PV0383
 PV0383  VERT ORDER  -  FIRST     CLASS II
 PV0383
 PV0383.The horizontal coordinates were scaled from a topographic map and have
 PV0383.an estimated accuracy of +/- 6 seconds.
 PV0383
 PV0383.The orthometric height was determined by differential leveling
 PV0383.and adjusted by the National Geodetic Survey in June 1991..
 PV0383
 PV0383.The geoid height was determined by GEOID03.
 PV0383
 PV0383.The dynamic height is computed by dividing the NAVD 88
 PV0383.geopotential number by the normal gravity value computed on the
 PV0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0383.degrees latitude (g = 980.6199 gals.).
 PV0383
 PV0383.The modeled gravity was interpolated from observed gravity values.
 PV0383
 PV0383;                    North         East    Units  Estimated Accuracy
 PV0383;SPC WY E     -   459,470.      186,560.      MT  (+/- 180 meters Scaled)
 PV0383
 PV0383                          SUPERSEDED SURVEY CONTROL
 PV0383
 PV0383.No superseded survey control is available for this station.
 PV0383
 PV0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK733426(NAD 83)
 PV0383_MARKER: I = METAL ROD
 PV0383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0383_SP_SET: STAINLESS STEEL ROD
 PV0383_STAMPING: U 357 1985
 PV0383_MARK LOGO: NGS   
 PV0383_PROJECTION: FLUSH
 PV0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0383_ROD/PIPE-DEPTH: 12.2 meters
 PV0383
 PV0383  HISTORY     - Date     Condition        Report By
 PV0383  HISTORY     - 1985     MONUMENTED       NGS
 PV0383
 PV0383                          STATION DESCRIPTION
 PV0383
 PV0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0383'54.8 KM (34.05 MI) SOUTH FROM BIDDLE MONTANA.
 PV0383'54.76 KM (34.03 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0383'SCHOOL AT BIDDLE MONTANA, ALSO 50.13 KM (31.16 MI) NORTH ALONG STATE
 PV0383'HIGHWAY 59 FROM THE JUNCTION OF GILLETTE AVENUE AT GILLETTE, IN THE
 PV0383'SOUTH CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING WEST AT THE T
 PV0383'JUNCTION OF ROCKY POINT ROAD LEADING EAST, 29.3 METERS (96 FT)
 PV0383'SOUTHWEST OF THE HIGHWAY CENTERLINE, 48.5 METERS (159 FT) WEST OF
 PV0383'MILEPOST 144, 38.7 METERS (127 FT) SOUTH-SOUTHWEST OF THE THE
 PV0383'INTERSECTION OF CENTERLINES OF ROCKY POINT ROAD, 8.2 METERS (27 FT)
 PV0383'SOUTHEAST OF THE CENTER OF THE DIRT ROAD AND 0.3 METER (1 FT)
 PV0383'NORTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 PV0383'HAD THROUGH A 5-INCH LOGO CAP.
 PV0383'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PV0383'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0286 ***********************************************************************
 OV0286  DESIGNATION -  U 358
 OV0286  PID         -  OV0286
 OV0286  STATE/COUNTY-  WY/NATRONA
 OV0286  USGS QUAD   -  EDGERTON (1984)
 OV0286
 OV0286                         *CURRENT SURVEY CONTROL
 OV0286  ___________________________________________________________________
 OV0286* NAD 83(1986)-  43 26 30.     (N)    106 14 29.     (W)     SCALED    
 OV0286* NAVD 88     -      1535.772  (meters)    5038.61   (feet)  ADJUSTED  
 OV0286  ___________________________________________________________________
 OV0286  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 OV0286  DYNAMIC HT  -        1534.921 (meters)    5035.82  (feet)  COMP
 OV0286  MODELED GRAV-     980,011.3   (mgal)                       NAVD 88
 OV0286
 OV0286  VERT ORDER  -  FIRST     CLASS II
 OV0286
 OV0286.The horizontal coordinates were scaled from a topographic map and have
 OV0286.an estimated accuracy of +/- 6 seconds.
 OV0286
 OV0286.The orthometric height was determined by differential leveling
 OV0286.and adjusted by the National Geodetic Survey in June 1991..
 OV0286
 OV0286.The geoid height was determined by GEOID03.
 OV0286
 OV0286.The dynamic height is computed by dividing the NAVD 88
 OV0286.geopotential number by the normal gravity value computed on the
 OV0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0286.degrees latitude (g = 980.6199 gals.).
 OV0286
 OV0286.The modeled gravity was interpolated from observed gravity values.
 OV0286
 OV0286;                    North         East    Units  Estimated Accuracy
 OV0286;SPC WYEC     -   427,300.      488,390.      MT  (+/- 180 meters Scaled)
 OV0286
 OV0286                          SUPERSEDED SURVEY CONTROL
 OV0286
 OV0286  NGVD 29 (06/08/92) 1534.966  (m)         5035.97   (f) ADJUSTED    1 2
 OV0286
 OV0286.Superseded values are not recommended for survey control.
 OV0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0286.See file dsdata.txt to determine how the superseded data were derived.
 OV0286
 OV0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ995106(NAD 83)
 OV0286_MARKER: DB = BENCH MARK DISK
 OV0286_SETTING: 66 = SET IN ROCK OUTCROP
 OV0286_SP_SET: ROCK OUTCROP
 OV0286_STAMPING: U 358 1985
 OV0286_MARK LOGO: NGS   
 OV0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0286+STABILITY: POSITION/ELEVATION WELL
 OV0286
 OV0286  HISTORY     - Date     Condition        Report By
 OV0286  HISTORY     - 1985     MONUMENTED       NGS
 OV0286
 OV0286                          STATION DESCRIPTION
 OV0286
 OV0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0286'5.1 KM (3.15 MI) NE FROM MIDWEST.
 OV0286'4.86 KM (3.02 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE JUNCTION
 OV0286'OF STATE HIGHWAY 289 AT MIDWEST, THENCE 0.28 KM (0.17 MI) NORTH ALONG
 OV0286'THE ABANDONED HIGHWAY, NOW A DIRT ROAD, IN TOP OF A 20 BY 35 FOOT
 OV0286'SANDSTONE OUTCROP AT THE TOP OF A RIDGE, 32.0 METERS (105 FT) WEST OF
 OV0286'THE CENTER OF THE ROAD, 7.4 METERS (24.3 FT) NORTHWEST OF THE NORTH
 OV0286'ONE OF A DOUBLE WOODEN POST BRACE SET IN A DRILL HOLE IN THE OUTCROP,
 OV0286'3.9 METERS (12.8 FT) SOUTH OF THE NORTH ABRUPT EDGE OF THE OUTCROP,
 OV0286'3.3 METERS (10.9 FT) WEST OF THE NORTH-SOUTH FENCE.
 OV0286'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OV0286'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0324 ***********************************************************************
 PW0324  DESIGNATION -  U 36
 PW0324  PID         -  PW0324
 PW0324  STATE/COUNTY-  WY/WASHAKIE
 PW0324  USGS QUAD   -  WILD HORSE HILL (1967)
 PW0324
 PW0324                         *CURRENT SURVEY CONTROL
 PW0324  ___________________________________________________________________
 PW0324* NAD 83(1986)-  44 00 09.     (N)    107 36 21.     (W)     SCALED    
 PW0324* NAVD 88     -      1428.785  (meters)    4687.61   (feet)  ADJUSTED  
 PW0324  ___________________________________________________________________
 PW0324  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 PW0324  DYNAMIC HT  -        1428.102 (meters)    4685.36  (feet)  COMP
 PW0324  MODELED GRAV-     980,090.5   (mgal)                       NAVD 88
 PW0324
 PW0324  VERT ORDER  -  FIRST     CLASS II
 PW0324
 PW0324.The horizontal coordinates were scaled from a topographic map and have
 PW0324.an estimated accuracy of +/- 6 seconds.
 PW0324
 PW0324.The orthometric height was determined by differential leveling
 PW0324.and adjusted by the National Geodetic Survey in June 1991..
 PW0324
 PW0324.The geoid height was determined by GEOID03.
 PW0324
 PW0324.The dynamic height is computed by dividing the NAVD 88
 PW0324.geopotential number by the normal gravity value computed on the
 PW0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0324.degrees latitude (g = 980.6199 gals.).
 PW0324
 PW0324.The modeled gravity was interpolated from observed gravity values.
 PW0324
 PW0324;                    North         East    Units  Estimated Accuracy
 PW0324;SPC WYEC     -   489,060.      378,150.      MT  (+/- 180 meters Scaled)
 PW0324
 PW0324                          SUPERSEDED SURVEY CONTROL
 PW0324
 PW0324  NGVD 29 (??/??/92) 1427.989  (m)         4684.99   (f) ADJ UNCH    1 2
 PW0324
 PW0324.Superseded values are not recommended for survey control.
 PW0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0324.See file dsdata.txt to determine how the superseded data were derived.
 PW0324
 PW0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ910754(NAD 83)
 PW0324_MARKER: DB = BENCH MARK DISK
 PW0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0324_STAMPING: U 36 1934
 PW0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0324+STABILITY: SURFACE MOTION
 PW0324
 PW0324  HISTORY     - Date     Condition        Report By
 PW0324  HISTORY     - 1934     MONUMENTED       CGS
 PW0324  HISTORY     - 1944     GOOD             NGS
 PW0324  HISTORY     - 1966     GOOD             USGS
 PW0324
 PW0324                          STATION DESCRIPTION
 PW0324
 PW0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PW0324'19.4 MI E FROM TEN SLEEP.
 PW0324'19.4 MILES EAST ALONG U.S. HIGHWAY 16 FROM WORLAND, WASHAKIE COUNTY,
 PW0324'9.5 MILES SOUTHWEST OF TEN SLEEP, AT HUBBELL, 1.0 MILE SOUTHEAST OF
 PW0324'BIG COTTONWOOD CREEK, 80.4 FEET SOUTHEAST OF THE CENTER OF THE
 PW0324'INTERSECTION WITH THE ROAD LEADING SOUTH, 59.9 FEET EAST OF THE
 PW0324'CENTERLINE OF THE ROAD, 51.0 FEET SOUTH OF THE CENTERLINE OF THE
 PW0324'HIGHWAY, AND 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 PW0324'U 36 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A NEW HIGHWAY
 PW0324'HAS BEEN BUILD.  FROM THE POINT WHERE THE BLACKTOP CROSSES BIG
 PW0324'COTTONWOOD CREEK, GOES EAST ALONG HIGHWAY 2000 FT. THEN SOUTHEAST
 PW0324'ALONG A GRADED ROAD 3500 FT.
 PW0324
 PW0324                          STATION RECOVERY (1966)
 PW0324
 PW0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0313 ***********************************************************************
 OV0313  DESIGNATION -  U 360
 OV0313  PID         -  OV0313
 OV0313  STATE/COUNTY-  WY/NATRONA
 OV0313  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0313
 OV0313                         *CURRENT SURVEY CONTROL
 OV0313  ___________________________________________________________________
 OV0313* NAD 83(1986)-  43 07 26.     (N)    106 20 08.     (W)     SCALED    
 OV0313* NAVD 88     -      1723.612  (meters)    5654.88   (feet)  ADJUSTED  
 OV0313  ___________________________________________________________________
 OV0313  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 OV0313  DYNAMIC HT  -        1722.539 (meters)    5651.36  (feet)  COMP
 OV0313  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 OV0313
 OV0313  VERT ORDER  -  FIRST     CLASS II
 OV0313
 OV0313.The horizontal coordinates were scaled from a topographic map and have
 OV0313.an estimated accuracy of +/- 6 seconds.
 OV0313
 OV0313.The orthometric height was determined by differential leveling
 OV0313.and adjusted by the National Geodetic Survey in June 1991..
 OV0313
 OV0313.The geoid height was determined by GEOID03.
 OV0313
 OV0313.The dynamic height is computed by dividing the NAVD 88
 OV0313.geopotential number by the normal gravity value computed on the
 OV0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0313.degrees latitude (g = 980.6199 gals.).
 OV0313
 OV0313.The modeled gravity was interpolated from observed gravity values.
 OV0313
 OV0313;                    North         East    Units  Estimated Accuracy
 OV0313;SPC WYEC     -   391,900.      481,190.      MT  (+/- 180 meters Scaled)
 OV0313
 OV0313                          SUPERSEDED SURVEY CONTROL
 OV0313
 OV0313  NGVD 29 (06/08/92) 1722.718  (m)         5651.95   (f) ADJUSTED    1 2
 OV0313
 OV0313.Superseded values are not recommended for survey control.
 OV0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0313.See file dsdata.txt to determine how the superseded data were derived.
 OV0313
 OV0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH913754(NAD 83)
 OV0313_MARKER: I = METAL ROD
 OV0313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0313_SP_SET: STAINLESS STEEL ROD
 OV0313_STAMPING: U 360 1985
 OV0313_MARK LOGO: NGS   
 OV0313_PROJECTION: FLUSH
 OV0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0313_ROD/PIPE-DEPTH: 5.0  meters
 OV0313
 OV0313  HISTORY     - Date     Condition        Report By
 OV0313  HISTORY     - 1985     MONUMENTED       NGS
 OV0313  HISTORY     - 19920825 GOOD             USPSQD
 OV0313
 OV0313                          STATION DESCRIPTION
 OV0313
 OV0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0313'31.2 KM (19.4 MI) NORTH FROM CASPER.
 OV0313'5.59 KM (3.7 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 OV0313'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 OV0313'25.26 KM (15.70 MI) NORTH ALONG I 25 SERVICE ROAD, IN THE CENTER OF A
 OV0313'DOUBLE WOODEN POST BRACE AT THE SOUTH END OF A WIRE GATE IN THE RIGHT
 OV0313'OF WAY FENCE, 44.8 METERS (147 FT) EAST OF THE CENTER OF THE ROAD,
 OV0313'7.1 METERS (23.2 FT) NORTH-NORTHWEST OF THE FIRST POWER POLE NORTH OF
 OV0313'THE T JUNCTION POWER POLE AT A POWER LINE CROSSING AND 0.3 METER
 OV0313'(1 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OV0313'HAD THROUGH A 5-INCH LOGO CAP.
 OV0313'THE MARK IS 1.0 METERS  N FROM  A WITNESS POST
 OV0313'THE MARK IS 1.5 M BELOW THE ROAD.
 OV0313
 OV0313                          STATION RECOVERY (1992)
 OV0313
 OV0313'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 OV0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0334 ***********************************************************************
 OU0334  DESIGNATION -  U 361
 OU0334  PID         -  OU0334
 OU0334  STATE/COUNTY-  WY/WESTON
 OU0334  USGS QUAD   -  NEWCASTLE (1979)
 OU0334
 OU0334                         *CURRENT SURVEY CONTROL
 OU0334  ___________________________________________________________________
 OU0334* NAD 83(1986)-  43 51 05.     (N)    104 15 01.     (W)     SCALED    
 OU0334* NAVD 88     -      1277.456  (meters)    4191.12   (feet)  ADJUSTED  
 OU0334  ___________________________________________________________________
 OU0334  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OU0334  DYNAMIC HT  -        1276.899 (meters)    4189.29  (feet)  COMP
 OU0334  MODELED GRAV-     980,137.8   (mgal)                       NAVD 88
 OU0334
 OU0334  VERT ORDER  -  FIRST     CLASS II
 OU0334
 OU0334.The horizontal coordinates were scaled from a topographic map and have
 OU0334.an estimated accuracy of +/- 6 seconds.
 OU0334
 OU0334.The orthometric height was determined by differential leveling
 OU0334.and adjusted by the National Geodetic Survey in June 1991..
 OU0334
 OU0334.The geoid height was determined by GEOID03.
 OU0334
 OU0334.The dynamic height is computed by dividing the NAVD 88
 OU0334.geopotential number by the normal gravity value computed on the
 OU0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0334.degrees latitude (g = 980.6199 gals.).
 OU0334
 OU0334.The modeled gravity was interpolated from observed gravity values.
 OU0334
 OU0334;                    North         East    Units  Estimated Accuracy
 OU0334;SPC WY E     -   372,650.      273,680.      MT  (+/- 180 meters Scaled)
 OU0334
 OU0334                          SUPERSEDED SURVEY CONTROL
 OU0334
 OU0334.No superseded survey control is available for this station.
 OU0334
 OU0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ602556(NAD 83)
 OU0334_MARKER: DB = BENCH MARK DISK
 OU0334_SETTING: 66 = SET IN ROCK OUTCROP
 OU0334_SP_SET: SANDSTONE OUTCROP
 OU0334_STAMPING: U 361 1985
 OU0334_MARK LOGO: NGS   
 OU0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0334
 OU0334  HISTORY     - Date     Condition        Report By
 OU0334  HISTORY     - 1985     MONUMENTED       NGS
 OU0334
 OU0334                          STATION DESCRIPTION
 OU0334
 OU0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0334'4.0 KM (2.5 MI) WEST FROM NEWCASTLE.
 OU0334'4.0 KM (2.5 MI) WEST ALONG US HIGHWAY 16 FROM THE COUNTY COURTHOUSE AT
 OU0334'NEWCASTLE, IN TOP OF AND 0.9 METER (3 FT) SOUTHEAST OF THE NORTHWEST
 OU0334'EDGE OF A STEEP SLOPEING PORTION OF SANDSTONE IN A CUT, 0.35 KM (0.2
 OU0334'MI) WEST OF MILEPOST 247, 15.5 METERS (51 FT) NORTHEAST OF THE HIGHWAY
 OU0334'CENTERLINE, 50.0 METERS (164 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 OU0334'CUT AND 1.5 METERS (5 FT) ABOVE THE SURFACE OF THE GROUND.
 OU0334'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OU0334'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0361 ***********************************************************************
 OU0361  DESIGNATION -  U 362
 OU0361  PID         -  OU0361
 OU0361  STATE/COUNTY-  WY/WESTON
 OU0361  USGS QUAD   -  DEWEY (1951)
 OU0361
 OU0361                         *CURRENT SURVEY CONTROL
 OU0361  ___________________________________________________________________
 OU0361* NAD 83(1986)-  43 33 40.     (N)    104 06 28.     (W)     SCALED    
 OU0361* NAVD 88     -      1151.227  (meters)    3776.98   (feet)  ADJUSTED  
 OU0361  ___________________________________________________________________
 OU0361  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 OU0361  DYNAMIC HT  -        1150.752 (meters)    3775.43  (feet)  COMP
 OU0361  MODELED GRAV-     980,166.0   (mgal)                       NAVD 88
 OU0361
 OU0361  VERT ORDER  -  FIRST     CLASS II
 OU0361
 OU0361.The horizontal coordinates were scaled from a topographic map and have
 OU0361.an estimated accuracy of +/- 6 seconds.
 OU0361
 OU0361.The orthometric height was determined by differential leveling
 OU0361.and adjusted by the National Geodetic Survey in June 1991..
 OU0361
 OU0361.The geoid height was determined by GEOID03.
 OU0361
 OU0361.The dynamic height is computed by dividing the NAVD 88
 OU0361.geopotential number by the normal gravity value computed on the
 OU0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0361.degrees latitude (g = 980.6199 gals.).
 OU0361
 OU0361.The modeled gravity was interpolated from observed gravity values.
 OU0361
 OU0361;                    North         East    Units  Estimated Accuracy
 OU0361;SPC WY E     -   340,530.      285,550.      MT  (+/- 180 meters Scaled)
 OU0361
 OU0361                          SUPERSEDED SURVEY CONTROL
 OU0361
 OU0361.No superseded survey control is available for this station.
 OU0361
 OU0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ720235(NAD 83)
 OU0361_MARKER: I = METAL ROD
 OU0361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0361_SP_SET: STAINLESS STEEL ROD
 OU0361_STAMPING: U 362 1985
 OU0361_MARK LOGO: NGS   
 OU0361_PROJECTION: FLUSH
 OU0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0361_ROD/PIPE-DEPTH: 9.7  meters
 OU0361
 OU0361  HISTORY     - Date     Condition        Report By
 OU0361  HISTORY     - 1985     MONUMENTED       NGS
 OU0361
 OU0361                          STATION DESCRIPTION
 OU0361
 OU0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0361'34.3 KM (21.3 MI) SOUTH FROM NEWCASTLE.
 OU0361'34.3 KM (21.3 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0361'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0361'NEWCASTLE, 1.5 KM (0.9 MI) NORTH OF THE T JUNCTION OF DEWEY ROAD,
 OU0361'15.5 METERS (51 FT) EAST OF THE HIGHWAY CENTERLINE, 40.0 METERS (131
 OU0361'FT) SOUTHEAST OF THE EAST END OF A 18-INCH PIPE CULVERT AND 0.5 METER
 OU0361'(1.5 FT) WEST OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 OU0361'HAD THROUGH A 5-INCH LOGO CAP.
 OU0361'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OU0361'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1026 ***********************************************************************
 PY1026  DESIGNATION -  U 365
 PY1026  PID         -  PY1026
 PY1026  STATE/COUNTY-  WY/PARK
 PY1026  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1026
 PY1026                         *CURRENT SURVEY CONTROL
 PY1026  ___________________________________________________________________
 PY1026* NAD 83(1986)-  44 57 02.     (N)    110 29 11.     (W)     SCALED    
 PY1026* NAVD 88     -      2091.222  (meters)    6860.95   (feet)  ADJUSTED  
 PY1026  ___________________________________________________________________
 PY1026  GEOID HEIGHT-          -8.46  (meters)                     GEOID03
 PY1026  DYNAMIC HT  -        2090.059 (meters)    6857.14  (feet)  COMP
 PY1026  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 PY1026
 PY1026  VERT ORDER  -  FIRST     CLASS II
 PY1026
 PY1026.The horizontal coordinates were scaled from a topographic map and have
 PY1026.an estimated accuracy of +/- 6 seconds.
 PY1026
 PY1026.The orthometric height was determined by differential leveling
 PY1026.and adjusted by the National Geodetic Survey in June 1991..
 PY1026
 PY1026.The geoid height was determined by GEOID03.
 PY1026
 PY1026.The dynamic height is computed by dividing the NAVD 88
 PY1026.geopotential number by the normal gravity value computed on the
 PY1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1026.degrees latitude (g = 980.6199 gals.).
 PY1026
 PY1026.The modeled gravity was interpolated from observed gravity values.
 PY1026
 PY1026;                    North         East    Units  Estimated Accuracy
 PY1026;SPC WYWC     -   495,840.      462,980.      MT  (+/- 180 meters Scaled)
 PY1026
 PY1026                          SUPERSEDED SURVEY CONTROL
 PY1026
 PY1026  NGVD 29 (08/20/92) 2089.950  (m)         6856.78   (f) ADJUSTED    1 2
 PY1026
 PY1026.Superseded values are not recommended for survey control.
 PY1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1026.See file dsdata.txt to determine how the superseded data were derived.
 PY1026
 PY1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ405775(NAD 83)
 PY1026_MARKER: DB = BENCH MARK DISK
 PY1026_SETTING: 66 = SET IN ROCK OUTCROP
 PY1026_SP_SET: BEDROCK
 PY1026_STAMPING: U 365 1987
 PY1026_MARK LOGO: NGS   
 PY1026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1026+STABILITY: POSITION/ELEVATION WELL
 PY1026
 PY1026  HISTORY     - Date     Condition        Report By
 PY1026  HISTORY     - 1987     MONUMENTED       NGS
 PY1026
 PY1026                          STATION DESCRIPTION
 PY1026
 PY1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1026'9.3 KM (5.80 MI) WEST FROM TOWER JUNCTION.
 PY1026'9.3 KM (5.80 MI) WESTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1026'HIGHWAY FROM THE RANGER STATION IN TOWER JUNCTION, IN A 3 BY 4 FOOT
 PY1026'LAVA OUTCROP PROTRUDING FROM THE NORTHEAST END OF A LARGE HIGHWAY
 PY1026'CUT, 13.1 M (43.0 FT) WEST OF THE WEST END OF A STONE GUARD RAIL, AND
 PY1026'6.4 M (21.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PY1026'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0763 ***********************************************************************
 PY0763  DESIGNATION -  U 366
 PY0763  PID         -  PY0763
 PY0763  STATE/COUNTY-  WY/TETON
 PY0763  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0763
 PY0763                         *CURRENT SURVEY CONTROL
 PY0763  ___________________________________________________________________
 PY0763* NAD 83(1986)-  44 36 11.     (N)    110 50 17.     (W)     SCALED    
 PY0763* NAVD 88     -      2181.173  (meters)    7156.07   (feet)  ADJUSTED  
 PY0763  ___________________________________________________________________
 PY0763  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY0763  DYNAMIC HT  -        2179.820 (meters)    7151.63  (feet)  COMP
 PY0763  MODELED GRAV-     979,919.4   (mgal)                       NAVD 88
 PY0763
 PY0763  VERT ORDER  -  FIRST     CLASS II
 PY0763
 PY0763.The horizontal coordinates were scaled from a topographic map and have
 PY0763.an estimated accuracy of +/- 6 seconds.
 PY0763
 PY0763.The orthometric height was determined by differential leveling
 PY0763.and adjusted by the National Geodetic Survey in June 1991..
 PY0763
 PY0763.The geoid height was determined by GEOID03.
 PY0763
 PY0763.The dynamic height is computed by dividing the NAVD 88
 PY0763.geopotential number by the normal gravity value computed on the
 PY0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0763.degrees latitude (g = 980.6199 gals.).
 PY0763
 PY0763.The modeled gravity was interpolated from observed gravity values.
 PY0763
 PY0763;                    North         East    Units  Estimated Accuracy
 PY0763;SPC WY W     -   556,030.      740,090.      MT  (+/- 180 meters Scaled)
 PY0763
 PY0763                          SUPERSEDED SURVEY CONTROL
 PY0763
 PY0763  NGVD 29 (08/20/92) 2179.845  (m)         7151.71   (f) ADJUSTED    1 2
 PY0763
 PY0763.Superseded values are not recommended for survey control.
 PY0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0763.See file dsdata.txt to determine how the superseded data were derived.
 PY0763
 PY0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ128388(NAD 83)
 PY0763_MARKER: DB = BENCH MARK DISK
 PY0763_SETTING: 66 = SET IN ROCK OUTCROP
 PY0763_SP_SET: BEDROCK
 PY0763_STAMPING: U 366 1987
 PY0763_MARK LOGO: NGS   
 PY0763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0763+STABILITY: POSITION/ELEVATION WELL
 PY0763
 PY0763  HISTORY     - Date     Condition        Report By
 PY0763  HISTORY     - 1987     MONUMENTED       NGS
 PY0763
 PY0763                          STATION DESCRIPTION
 PY0763
 PY0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0763'6.0 KM (3.75 MI) SOUTH FROM MADISON JUNCTION.
 PY0763'6.0 KM (3.75 MI) SOUTHERLY ALONG THE MADISON JUNCTION-WEST THUMB
 PY0763'HIGHWAY FROM THE JUNCTION OF MADISON JUNCTION-WEST YELLOWSTONE
 PY0763'HIGHWAY IN MADISON JUNCTION, NEAR THE WEST END OF AN AREA OF
 PY0763'OUTCROPPING BEDROCK, 19.8 M (65.0 FT) EAST OF THE NORTH END OF A PIPE
 PY0763'CULVERT, 13.0 M (42.7 FT) EAST OF THE WEST END OF THE OUTCROP, AND
 PY0763'11.0 M (36.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PY0763'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0873 ***********************************************************************
 PY0873  DESIGNATION -  U 367
 PY0873  PID         -  PY0873
 PY0873  STATE/COUNTY-  WY/TETON
 PY0873  USGS QUAD   -  LAKE (1986)
 PY0873
 PY0873                         *CURRENT SURVEY CONTROL
 PY0873  ___________________________________________________________________
 PY0873* NAD 83(1986)-  44 34 09.     (N)    110 23 17.     (W)     SCALED    
 PY0873* NAVD 88     -      2391.811  (meters)    7847.13   (feet)  ADJUSTED  
 PY0873  ___________________________________________________________________
 PY0873  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0873  DYNAMIC HT  -        2390.235 (meters)    7841.96  (feet)  COMP
 PY0873  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 PY0873
 PY0873  VERT ORDER  -  FIRST     CLASS II
 PY0873
 PY0873.The horizontal coordinates were scaled from a topographic map and have
 PY0873.an estimated accuracy of +/- 6 seconds.
 PY0873
 PY0873.The orthometric height was determined by differential leveling
 PY0873.and adjusted by the National Geodetic Survey in June 1991..
 PY0873
 PY0873.The geoid height was determined by GEOID03.
 PY0873
 PY0873.The dynamic height is computed by dividing the NAVD 88
 PY0873.geopotential number by the normal gravity value computed on the
 PY0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0873.degrees latitude (g = 980.6199 gals.).
 PY0873
 PY0873.The modeled gravity was interpolated from observed gravity values.
 PY0873
 PY0873;                    North         East    Units  Estimated Accuracy
 PY0873;SPC WY W     -   552,040.      775,800.      MT  (+/- 180 meters Scaled)
 PY0873
 PY0873                          SUPERSEDED SURVEY CONTROL
 PY0873
 PY0873  NGVD 29 (08/20/92) 2390.445  (m)         7842.65   (f) ADJUSTED    1 2
 PY0873
 PY0873.Superseded values are not recommended for survey control.
 PY0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0873.See file dsdata.txt to determine how the superseded data were derived.
 PY0873
 PY0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ485352(NAD 83)
 PY0873_MARKER: DB = BENCH MARK DISK
 PY0873_SETTING: 66 = SET IN ROCK OUTCROP
 PY0873_SP_SET: BEDROCK
 PY0873_STAMPING: U 367 1987
 PY0873_MARK LOGO: NGS   
 PY0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0873+STABILITY: POSITION/ELEVATION WELL
 PY0873
 PY0873  HISTORY     - Date     Condition        Report By
 PY0873  HISTORY     - 1987     MONUMENTED       NGS
 PY0873  HISTORY     - 1988     GOOD             USGS
 PY0873
 PY0873                          STATION DESCRIPTION
 PY0873
 PY0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0873'0.1 KM (0.05 MI) NORTH FROM LAKE JUNCTION.
 PY0873'0.1 KM (0.05 MI) NORTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0873'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, NEAR THE
 PY0873'CENTER OF THE EASTERN BASE OF A 11 BY 22 FOOT AREA OF OUTCROPPING
 PY0873'BEDROCK THAT PROJECTS 12-INCHES ABOVE THE GROUND SURFACE, AND 31.0 M
 PY0873'(101.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 PY0873'THE MARK IS 5.5 M ABOVE THE HIGHWAY.
 PY0873
 PY0873                          STATION RECOVERY (1988)
 PY0873
 PY0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0923 ***********************************************************************
 PY0923  DESIGNATION -  U 368
 PY0923  PID         -  PY0923
 PY0923  STATE/COUNTY-  WY/PARK
 PY0923  USGS QUAD   -  MARY LAKE (1986)
 PY0923
 PY0923                         *CURRENT SURVEY CONTROL
 PY0923  ___________________________________________________________________
 PY0923* NAD 83(1986)-  44 35 47.     (N)    110 38 44.     (W)     SCALED    
 PY0923* NAVD 88     -      2468.414  (meters)    8098.45   (feet)  ADJUSTED  
 PY0923  ___________________________________________________________________
 PY0923  GEOID HEIGHT-          -8.73  (meters)                     GEOID03
 PY0923  DYNAMIC HT  -        2466.761 (meters)    8093.03  (feet)  COMP
 PY0923  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 PY0923
 PY0923  VERT ORDER  -  FIRST     CLASS II
 PY0923
 PY0923.The horizontal coordinates were scaled from a topographic map and have
 PY0923.an estimated accuracy of +/- 6 seconds.
 PY0923
 PY0923.The orthometric height was determined by differential leveling
 PY0923.and adjusted by the National Geodetic Survey in June 1991..
 PY0923
 PY0923.The geoid height was determined by GEOID03.
 PY0923
 PY0923.The dynamic height is computed by dividing the NAVD 88
 PY0923.geopotential number by the normal gravity value computed on the
 PY0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0923.degrees latitude (g = 980.6199 gals.).
 PY0923
 PY0923.The modeled gravity was interpolated from observed gravity values.
 PY0923
 PY0923;                    North         East    Units  Estimated Accuracy
 PY0923;SPC WYWC     -   456,760.      449,510.      MT  (+/- 180 meters Scaled)
 PY0923
 PY0923                          SUPERSEDED SURVEY CONTROL
 PY0923
 PY0923  NGVD 29 (08/20/92) 2467.010  (m)         8093.85   (f) ADJUSTED    1 2
 PY0923
 PY0923.Superseded values are not recommended for survey control.
 PY0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0923.See file dsdata.txt to determine how the superseded data were derived.
 PY0923
 PY0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ281381(NAD 83)
 PY0923_MARKER: DB = BENCH MARK DISK
 PY0923_SETTING: 66 = SET IN ROCK OUTCROP
 PY0923_SP_SET: BEDROCK
 PY0923_STAMPING: U 368 1987
 PY0923_MARK LOGO: NGS   
 PY0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0923+STABILITY: POSITION/ELEVATION WELL
 PY0923
 PY0923  HISTORY     - Date     Condition        Report By
 PY0923  HISTORY     - 1987     MONUMENTED       NGS
 PY0923
 PY0923                          STATION DESCRIPTION
 PY0923
 PY0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0923'25.8 KM (16.05 MI) SE FROM MADISON JUNCTION.
 PY0923'10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD FROM MADISON
 PY0923'JUNCTION, THENCE 3.5 KM (2.15 MI) EASTERLY ALONG A SERVICE ROAD AND
 PY0923'MARY MOUNTAIN TRAIL TO A FOOT BRIDGE ACROSS NEZ PERCE CREEK, THENCE
 PY0923'12.2 KM (7.60 MI) EASTERLY ALONG MARY MOUNTAIN TRAIL, CEMENTED IN A
 PY0923'DRILL HOLE IN TOP OF A ROCK LEDGE ALONG THE EAST SLOPE OF A LONG
 PY0923'RIDGE, 60.0 M (196.8 FT) NORTH OF THE SOUTHERN MOST POINT OF THE
 PY0923'RIDGE AT A POINT WHERE THE TRAIL TURNS NORTH UP A NARROW GORGE, 20.0
 PY0923'M (65.6 FT) WEST OF THE TRAIL, AND 1.5 M (4.9 FT) LOWER THAN THE
 PY0923'CREST OF THE RIDGE.
 PY0923'THE MARK IS 8.0 M ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0063 ***********************************************************************
 PW0063  DESIGNATION -  U 37
 PW0063  PID         -  PW0063
 PW0063  STATE/COUNTY-  WY/JOHNSON
 PW0063  USGS QUAD   -  CARIBOU CREEK (1993)
 PW0063
 PW0063                         *CURRENT SURVEY CONTROL
 PW0063  ___________________________________________________________________
 PW0063* NAD 83(1986)-  44 08 45.     (N)    106 59 04.     (W)     SCALED    
 PW0063* NAVD 88     -      2570.381  (meters)    8432.99   (feet)  ADJUSTED  
 PW0063  ___________________________________________________________________
 PW0063  GEOID HEIGHT-          -9.35  (meters)                     GEOID03
 PW0063  DYNAMIC HT  -        2568.805 (meters)    8427.82  (feet)  COMP
 PW0063  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 PW0063
 PW0063  VERT ORDER  -  FIRST     CLASS II
 PW0063
 PW0063.The horizontal coordinates were scaled from a topographic map and have
 PW0063.an estimated accuracy of +/- 6 seconds.
 PW0063
 PW0063.The orthometric height was determined by differential leveling
 PW0063.and adjusted by the National Geodetic Survey in June 1991..
 PW0063
 PW0063.The geoid height was determined by GEOID03.
 PW0063
 PW0063.The dynamic height is computed by dividing the NAVD 88
 PW0063.geopotential number by the normal gravity value computed on the
 PW0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0063.degrees latitude (g = 980.6199 gals.).
 PW0063
 PW0063.The modeled gravity was interpolated from observed gravity values.
 PW0063
 PW0063;                    North         East    Units  Estimated Accuracy
 PW0063;SPC WYEC     -   505,010.      427,910.      MT  (+/- 180 meters Scaled)
 PW0063
 PW0063                          SUPERSEDED SURVEY CONTROL
 PW0063
 PW0063  NGVD 29 (??/??/92) 2569.37   (m)         8429.7    (f) COMPUTED    1 2
 PW0063
 PW0063.Superseded values are not recommended for survey control.
 PW0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0063.See file dsdata.txt to determine how the superseded data were derived.
 PW0063
 PW0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ412899(NAD 83)
 PW0063_MARKER: DB = BENCH MARK DISK
 PW0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0063_STAMPING: U 37 1934
 PW0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0063+STABILITY: SURFACE MOTION
 PW0063
 PW0063  HISTORY     - Date     Condition        Report By
 PW0063  HISTORY     - 1934     MONUMENTED       CGS
 PW0063
 PW0063                          STATION DESCRIPTION
 PW0063
 PW0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0063'33.3 MI SW FROM BUFFALO.
 PW0063'33.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0063'COUNTY, 3.9 MILES EAST OF MUDDY PASS, NORTHEAST OF THE MIDDLE PEAK OF
 PW0063'THREE PEAKS, 215.4 FEET EAST OF THE POINT OF TANGENT OF A CURVE FROM
 PW0063'NORTHWEST TO WEST, IN AN OPEN MEADOW, 70.5 FEET NORTHEAST OF THE
 PW0063'CENTERLINE OF THE HIGHWAY, AND 56.3 FEET SOUTHEAST OF A 28-INCH JACK
 PW0063'PINE TREE.  A STANDARD DISK, STAMPED U 37 1934 AND SET IN THE TOP OF A
 PW0063'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0665 ***********************************************************************
 PV0665  DESIGNATION -  U 370
 PV0665  PID         -  PV0665
 PV0665  STATE/COUNTY-  WY/CROOK
 PV0665  USGS QUAD   -  LINDEN (1984)
 PV0665
 PV0665                         *CURRENT SURVEY CONTROL
 PV0665  ___________________________________________________________________
 PV0665* NAD 83(1986)-  44 18 32.     (N)    104 37 12.     (W)     SCALED    
 PV0665* NAVD 88     -      1312.943  (meters)    4307.55   (feet)  ADJUSTED  
 PV0665  ___________________________________________________________________
 PV0665  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 PV0665  DYNAMIC HT  -        1312.430 (meters)    4305.86  (feet)  COMP
 PV0665  MODELED GRAV-     980,181.5   (mgal)                       NAVD 88
 PV0665
 PV0665  VERT ORDER  -  FIRST     CLASS II
 PV0665
 PV0665.The horizontal coordinates were scaled from a topographic map and have
 PV0665.an estimated accuracy of +/- 6 seconds.
 PV0665
 PV0665.The orthometric height was determined by differential leveling
 PV0665.and adjusted by the National Geodetic Survey in September 1993..
 PV0665
 PV0665.The geoid height was determined by GEOID03.
 PV0665
 PV0665.The dynamic height is computed by dividing the NAVD 88
 PV0665.geopotential number by the normal gravity value computed on the
 PV0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0665.degrees latitude (g = 980.6199 gals.).
 PV0665
 PV0665.The modeled gravity was interpolated from observed gravity values.
 PV0665
 PV0665;                    North         East    Units  Estimated Accuracy
 PV0665;SPC WY E     -   423,220.      243,620.      MT  (+/- 180 meters Scaled)
 PV0665
 PV0665                          SUPERSEDED SURVEY CONTROL
 PV0665
 PV0665.No superseded survey control is available for this station.
 PV0665
 PV0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK303062(NAD 83)
 PV0665_MARKER: DV = VERTICAL CONTROL DISK
 PV0665_SETTING: 66 = SET IN ROCK OUTCROP
 PV0665_SP_SET: IN A DRILL HOLE IN BEDROCK
 PV0665_STAMPING: U 370 1991
 PV0665_MARK LOGO: NGS   
 PV0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0665+STABILITY: POSITION/ELEVATION WELL
 PV0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0665+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0665
 PV0665  HISTORY     - Date     Condition        Report By
 PV0665  HISTORY     - 1991     MONUMENTED       NGS
 PV0665
 PV0665                          STATION DESCRIPTION
 PV0665
 PV0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0665'25.8 KM (16.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0665'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, IN A 2 BY 4
 PV0665'FOOTAREA OF OUTCROPPING BEDROCK AT THE NORTHEAST END OF A HIGHWAY
 PV0665'CUT, 45.5 M (149.3 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 PV0665'LANES OF THE HIGHWAY, 5.2 M (17.1 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 PV0665'0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE OUTCROP, AND 0.2 M (0.7
 PV0665'FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0093 ***********************************************************************
 PW0093  DESIGNATION -  U 38
 PW0093  PID         -  PW0093
 PW0093  STATE/COUNTY-  WY/JOHNSON
 PW0093  USGS QUAD   -  BUFFALO NE (1970)
 PW0093
 PW0093                         *CURRENT SURVEY CONTROL
 PW0093  ___________________________________________________________________
 PW0093* NAD 83(1986)-  44 28 59.     (N)    106 33 50.     (W)     SCALED    
 PW0093* NAVD 88     -      1290.817  (meters)    4234.96   (feet)  ADJUSTED  
 PW0093  ___________________________________________________________________
 PW0093  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 PW0093  DYNAMIC HT  -        1290.263 (meters)    4233.14  (feet)  COMP
 PW0093  MODELED GRAV-     980,144.5   (mgal)                       NAVD 88
 PW0093
 PW0093  VERT ORDER  -  FIRST     CLASS II
 PW0093
 PW0093.The horizontal coordinates were scaled from a topographic map and have
 PW0093.an estimated accuracy of +/- 6 seconds.
 PW0093
 PW0093.The orthometric height was determined by differential leveling
 PW0093.and adjusted by the National Geodetic Survey in June 1991..
 PW0093
 PW0093.The geoid height was determined by GEOID03.
 PW0093
 PW0093.The dynamic height is computed by dividing the NAVD 88
 PW0093.geopotential number by the normal gravity value computed on the
 PW0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0093.degrees latitude (g = 980.6199 gals.).
 PW0093
 PW0093.The modeled gravity was interpolated from observed gravity values.
 PW0093
 PW0093;                    North         East    Units  Estimated Accuracy
 PW0093;SPC WYEC     -   542,710.      461,210.      MT  (+/- 180 meters Scaled)
 PW0093
 PW0093                          SUPERSEDED SURVEY CONTROL
 PW0093
 PW0093  NGVD 29 (??/??/92) 1290.060  (m)         4232.47   (f) ADJ UNCH    1 2
 PW0093
 PW0093.Superseded values are not recommended for survey control.
 PW0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0093.See file dsdata.txt to determine how the superseded data were derived.
 PW0093
 PW0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK756267(NAD 83)
 PW0093_MARKER: DB = BENCH MARK DISK
 PW0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0093_STAMPING: U 38 1934
 PW0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0093+STABILITY: SURFACE MOTION
 PW0093
 PW0093  HISTORY     - Date     Condition        Report By
 PW0093  HISTORY     - 1934     MONUMENTED       CGS
 PW0093
 PW0093                          STATION DESCRIPTION
 PW0093
 PW0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0093'6.4 MI SW FROM UCROSS.
 PW0093'IN JOHNSON COUNTY, 6.4 MILES SOUTHWEST ALONG THE WYOMING RAILWAY FROM
 PW0093'UCROSS, SHERIDAN COUNTY, 675 FEET SOUTH OF MILEPOST 16, BETWEEN THE
 PW0093'RAILWAY AND U.S. HIGHWAY 16, 31.5 FEET NORTHEAST OF THE CENTER OF A
 PW0093'ROAD CROSSING, 22.7 FEET NORTH OF THE CENTERLINE OF THE ROAD, 71.7
 PW0093'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 16.2 FEET EAST OF THE
 PW0093'EAST RAIL.  A STANDARD DISK, STAMPED U 38 1934 AND SET IN THE TOP OF A
 PW0093'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0252 ***********************************************************************
 NR0252  DESIGNATION -  U 388
 NR0252  PID         -  NR0252
 NR0252  STATE/COUNTY-  WY/NATRONA
 NR0252  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0252
 NR0252                         *CURRENT SURVEY CONTROL
 NR0252  ___________________________________________________________________
 NR0252* NAD 83(1986)-  42 42 06.     (N)    106 34 01.     (W)     SCALED    
 NR0252* NAVD 88     -      1598.018  (meters)    5242.83   (feet)  ADJUSTED  
 NR0252  ___________________________________________________________________
 NR0252  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NR0252  DYNAMIC HT  -        1596.990 (meters)    5239.46  (feet)  COMP
 NR0252  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 NR0252
 NR0252  VERT ORDER  -  FIRST     CLASS II
 NR0252
 NR0252.The horizontal coordinates were scaled from a topographic map and have
 NR0252.an estimated accuracy of +/- 6 seconds.
 NR0252
 NR0252.The orthometric height was determined by differential leveling
 NR0252.and adjusted by the National Geodetic Survey in June 1991..
 NR0252
 NR0252.The geoid height was determined by GEOID03.
 NR0252
 NR0252.The dynamic height is computed by dividing the NAVD 88
 NR0252.geopotential number by the normal gravity value computed on the
 NR0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0252.degrees latitude (g = 980.6199 gals.).
 NR0252
 NR0252.The modeled gravity was interpolated from observed gravity values.
 NR0252
 NR0252;                    North         East    Units  Estimated Accuracy
 NR0252;SPC WYEC     -   344,800.      462,790.      MT  (+/- 180 meters Scaled)
 NR0252
 NR0252                          SUPERSEDED SURVEY CONTROL
 NR0252
 NR0252  NGVD 29 (06/08/92) 1597.122  (m)         5239.89   (f) ADJUSTED    1 2
 NR0252
 NR0252.Superseded values are not recommended for survey control.
 NR0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0252.See file dsdata.txt to determine how the superseded data were derived.
 NR0252
 NR0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH716288(NAD 83)
 NR0252_MARKER: I = METAL ROD
 NR0252_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0252_SP_SET: STAINLESS STEEL ROD
 NR0252_STAMPING: U 338 1982
 NR0252_MARK LOGO: NGS   
 NR0252_PROJECTION: FLUSH
 NR0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0252_ROD/PIPE-DEPTH: 11.9 meters
 NR0252
 NR0252  HISTORY     - Date     Condition        Report By
 NR0252  HISTORY     - 1982     MONUMENTED       NGS
 NR0252
 NR0252                          STATION DESCRIPTION
 NR0252
 NR0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0252'22.4 KM (13.9 MI) SW FROM CASPER.
 NR0252'22.4 KM (13.9 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0252'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.8 KM (0.5 MI) SOUTH OF
 NR0252'MILEPOST 100 AND 90.8 METERS (297.9 FT) NORTHWEST OF THE CENTERLINE OF
 NR0252'THE HIGHWAY.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NR0252'CAP.
 NR0252'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0252'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0058 ***********************************************************************
 OV0058  DESIGNATION -  U 39
 OV0058  PID         -  OV0058
 OV0058  STATE/COUNTY-  WY/JOHNSON
 OV0058  USGS QUAD   -  SCHLICHT DRAW (1981)
 OV0058
 OV0058                         *CURRENT SURVEY CONTROL
 OV0058  ___________________________________________________________________
 OV0058* NAD 83(1986)-  43 55 38.     (N)    106 40 06.     (W)     SCALED    
 OV0058* NAVD 88     -      1506.012  (meters)    4940.97   (feet)  ADJUSTED  
 OV0058  ___________________________________________________________________
 OV0058  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 OV0058  DYNAMIC HT  -        1505.231 (meters)    4938.41  (feet)  COMP
 OV0058  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 OV0058
 OV0058  VERT ORDER  -  SECOND    CLASS 0
 OV0058
 OV0058.The horizontal coordinates were scaled from a topographic map and have
 OV0058.an estimated accuracy of +/- 6 seconds.
 OV0058
 OV0058.The orthometric height was determined by differential leveling
 OV0058.and adjusted by the National Geodetic Survey in June 1991..
 OV0058
 OV0058.The geoid height was determined by GEOID03.
 OV0058
 OV0058.The dynamic height is computed by dividing the NAVD 88
 OV0058.geopotential number by the normal gravity value computed on the
 OV0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0058.degrees latitude (g = 980.6199 gals.).
 OV0058
 OV0058.The modeled gravity was interpolated from observed gravity values.
 OV0058
 OV0058;                    North         East    Units  Estimated Accuracy
 OV0058;SPC WYEC     -   480,880.      453,400.      MT  (+/- 180 meters Scaled)
 OV0058
 OV0058                          SUPERSEDED SURVEY CONTROL
 OV0058
 OV0058  NGVD 29 (??/??/92) 1505.168  (m)         4938.21   (f) ADJ UNCH    2 0
 OV0058
 OV0058.Superseded values are not recommended for survey control.
 OV0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0058.See file dsdata.txt to determine how the superseded data were derived.
 OV0058
 OV0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ660651(NAD 83)
 OV0058_MARKER: DB = BENCH MARK DISK
 OV0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0058_STAMPING: U 39 1934
 OV0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0058+STABILITY: SURFACE MOTION
 OV0058
 OV0058  HISTORY     - Date     Condition        Report By
 OV0058  HISTORY     - 1934     MONUMENTED       CGS
 OV0058  HISTORY     - 1946     GOOD             NGS
 OV0058
 OV0058                          STATION DESCRIPTION
 OV0058
 OV0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0058'16 MI N FROM KAYCEE.
 OV0058'16 MILES NORTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY, 2.8
 OV0058'MILES SOUTH OF SOUTH FORK CRAZY WOMAN CREEK, 85.1 FEET SOUTHWEST OF
 OV0058'THE CENTER OF A ROAD INTERSECTION, 66.3 FEET SOUTH OF THE CENTERLINE
 OV0058'OF THE ROAD LEADING WEST TO A RANCH HOUSE, 48.4 FEET WEST OF THE
 OV0058'CENTERLINE OF THE HIGHWAY, AND 1.4 FEET EAST OF A FENCE.  A STANDARD
 OV0058'DISK, STAMPED U 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0039 ***********************************************************************
 OV0039  DESIGNATION -  U 40
 OV0039  PID         -  OV0039
 OV0039  STATE/COUNTY-  WY/NATRONA
 OV0039  USGS QUAD   -  MIDWEST (1978)
 OV0039
 OV0039                         *CURRENT SURVEY CONTROL
 OV0039  ___________________________________________________________________
 OV0039* NAD 83(1986)-  43 25 23.     (N)    106 18 06.     (W)     SCALED    
 OV0039* NAVD 88     -      1474.442  (meters)    4837.40   (feet)  ADJUSTED  
 OV0039  ___________________________________________________________________
 OV0039  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 OV0039  DYNAMIC HT  -        1473.638 (meters)    4834.76  (feet)  COMP
 OV0039  MODELED GRAV-     980,022.8   (mgal)                       NAVD 88
 OV0039
 OV0039  VERT ORDER  -  FIRST     CLASS II
 OV0039
 OV0039.The horizontal coordinates were scaled from a topographic map and have
 OV0039.an estimated accuracy of +/- 6 seconds.
 OV0039
 OV0039.The orthometric height was determined by differential leveling
 OV0039.and adjusted by the National Geodetic Survey in June 1991..
 OV0039.WARNING-Repeat measurements at this control monument indicate possible
 OV0039.vertical movement.
 OV0039
 OV0039.The geoid height was determined by GEOID03.
 OV0039
 OV0039.The dynamic height is computed by dividing the NAVD 88
 OV0039.geopotential number by the normal gravity value computed on the
 OV0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0039.degrees latitude (g = 980.6199 gals.).
 OV0039
 OV0039.The modeled gravity was interpolated from observed gravity values.
 OV0039
 OV0039;                    North         East    Units  Estimated Accuracy
 OV0039;SPC WYEC     -   425,170.      483,540.      MT  (+/- 180 meters Scaled)
 OV0039
 OV0039                          SUPERSEDED SURVEY CONTROL
 OV0039
 OV0039  NGVD 29 (06/08/92) 1473.647  (m)         4834.79   (f) ADJUSTED    1 2
 OV0039
 OV0039.Superseded values are not recommended for survey control.
 OV0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0039.See file dsdata.txt to determine how the superseded data were derived.
 OV0039
 OV0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ946086(NAD 83)
 OV0039_MARKER: DB = BENCH MARK DISK
 OV0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0039_SP_SET: CONCRETE POST
 OV0039_STAMPING: U 40 1934 4834.501
 OV0039_MARK LOGO: CGS   
 OV0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0039+STABILITY: SURFACE MOTION
 OV0039
 OV0039  HISTORY     - Date     Condition        Report By
 OV0039  HISTORY     - 1934     MONUMENTED       CGS
 OV0039  HISTORY     - 1968     GOOD             USGS
 OV0039  HISTORY     - 1985     GOOD             NGS
 OV0039
 OV0039                          STATION DESCRIPTION
 OV0039
 OV0039'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0039'2 MI NW FROM MIDWEST.
 OV0039'FROM THE JUNCTION OF U.S. 87 AND WYOMING 387 AT MIDWEST, PROCEED
 OV0039'NORTHWEST ALONG U.S. 87 FOR 1.7 MILES A T-ROAD ON THE LEFT, THENCE
 OV0039'LEFT 0.1 TO A T-ROAD THENCE RIGHT ON MAIN TRAVELED GRAVEL ROAD IN OIL
 OV0039'FIELD 0.3 MI. TO BM ON RIGHT 30 FT WEST OF ROAD AND 90 FT NORTH OF
 OV0039'Y-JUNCTION.  A STANDARD CAP IN A CONCRETE POST.
 OV0039
 OV0039                          STATION RECOVERY (1985)
 OV0039
 OV0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0039'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  3.05 KM
 OV0039'(1.90 MI) NORTHWEST ALONG STATE HIGHWAY 387 FROM THE JUNCTION OF STATE
 OV0039'HIGHWAY 259 AT MIDWEST, THENCE 0.15 KM (0.09 MI) SOUTH ALONG AN OILED
 OV0039'ROAD, THENCE 0.54 KM (0.34 MI) SOUTHWEST ALONG AN OILED ROAD (OLD
 OV0039'ABANDONED HIGHWAY GRADE), IN THE SOUTHWEST CORNER OF A SMALL
 OV0039'TRIANGULAR SHAPED ISLAND BETWEEN THE GRADED ROADS AND LEVEL AREAS FOR
 OV0039'OIL WELLS, 11.3 METERS (37 FT) NORTHWEST OF THE CENTER OF THE OILED
 OV0039'ROAD, 37.5 METERS (123 FT) EAST-NORTHEAST OF AN OIL WELL CASING AND
 OV0039'8.5 METERS (28 FT) SOUTHWEST OF THE FIRST POWER POLE EAST OF A POWER
 OV0039'LINE INTERSECTION AND A ROAD CROSSING.
 OV0039'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OV0039'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0183 ***********************************************************************
 OX0183  DESIGNATION -  U 41
 OX0183  PID         -  OX0183
 OX0183  STATE/COUNTY-  WY/TETON
 OX0183  USGS QUAD   -  MORAN (1996)
 OX0183
 OX0183                         *CURRENT SURVEY CONTROL
 OX0183  ___________________________________________________________________
 OX0183* NAD 83(1986)-  43 51 59.     (N)    110 33 37.     (W)     SCALED    
 OX0183* NAVD 88     -      2056.083  (meters)    6745.67   (feet)  ADJUSTED  
 OX0183  ___________________________________________________________________
 OX0183  GEOID HEIGHT-          -8.90  (meters)                     GEOID03
 OX0183  DYNAMIC HT  -        2054.706 (meters)    6741.15  (feet)  COMP
 OX0183  MODELED GRAV-     979,875.6   (mgal)                       NAVD 88
 OX0183
 OX0183  VERT ORDER  -  SECOND    CLASS 0
 OX0183
 OX0183.The horizontal coordinates were scaled from a topographic map and have
 OX0183.an estimated accuracy of +/- 6 seconds.
 OX0183
 OX0183.The orthometric height was determined by differential leveling
 OX0183.and adjusted by the National Geodetic Survey in June 1991..
 OX0183
 OX0183.The geoid height was determined by GEOID03.
 OX0183
 OX0183.The dynamic height is computed by dividing the NAVD 88
 OX0183.geopotential number by the normal gravity value computed on the
 OX0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0183.degrees latitude (g = 980.6199 gals.).
 OX0183
 OX0183.The modeled gravity was interpolated from observed gravity values.
 OX0183
 OX0183;                    North         East    Units  Estimated Accuracy
 OX0183;SPC WY W     -   474,020.      761,660.      MT  (+/- 180 meters Scaled)
 OX0183
 OX0183                          SUPERSEDED SURVEY CONTROL
 OX0183
 OX0183  NGVD 29 (??/??/92) 2054.780  (m)         6741.39   (f) ADJ UNCH    2 0
 OX0183
 OX0183.Superseded values are not recommended for survey control.
 OX0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0183.See file dsdata.txt to determine how the superseded data were derived.
 OX0183
 OX0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP353571(NAD 83)
 OX0183_MARKER: DB = BENCH MARK DISK
 OX0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0183_STAMPING: U 41 1934
 OX0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0183+STABILITY: SURFACE MOTION
 OX0183
 OX0183  HISTORY     - Date     Condition        Report By
 OX0183  HISTORY     - 1934     MONUMENTED       CGS
 OX0183  HISTORY     - 1968     MARK NOT FOUND   USGS
 OX0183
 OX0183                          STATION DESCRIPTION
 OX0183
 OX0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0183'2.3 MI NE FROM MORAN.
 OX0183'ABOUT 2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT
 OX0183'MORAN, TETON COUNTY, ABOUT 1.0 MILE EAST OF THE JUNCTION WITH U.S.
 OX0183'HIGHWAY 187, ABOUT 2.4 MILES WEST OF THE BRIDGE OVER PACIFIC CREEK,
 OX0183'ABOUT 130.0 FEET NORTHEAST OF THE INTERSECTION WITH A ROAD LEADING
 OX0183'SOUTHWEST, 44.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 63.5
 OX0183'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE CULVERT, AND 41.0
 OX0183'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 OX0183'STAMPED U 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0183
 OX0183                          STATION RECOVERY (1968)
 OX0183
 OX0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0115 ***********************************************************************
 NS0115  DESIGNATION -  U 43
 NS0115  PID         -  NS0115
 NS0115  STATE/COUNTY-  WY/SUBLETTE
 NS0115  USGS QUAD   -  SQUARE TOP (1964)
 NS0115
 NS0115                         *CURRENT SURVEY CONTROL
 NS0115  ___________________________________________________________________
 NS0115* NAD 83(1986)-  42 32 27.     (N)    109 36 32.     (W)     SCALED    
 NS0115* NAVD 88     -      2230.948  (meters)    7319.37   (feet)  ADJUSTED  
 NS0115  ___________________________________________________________________
 NS0115  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NS0115  DYNAMIC HT  -        2229.046 (meters)    7313.13  (feet)  COMP
 NS0115  MODELED GRAV-     979,689.6   (mgal)                       NAVD 88
 NS0115
 NS0115  VERT ORDER  -  FIRST     CLASS II
 NS0115
 NS0115.The horizontal coordinates were scaled from a topographic map and have
 NS0115.an estimated accuracy of +/- 6 seconds.
 NS0115
 NS0115.The orthometric height was determined by differential leveling
 NS0115.and adjusted by the National Geodetic Survey in June 1991..
 NS0115
 NS0115.The geoid height was determined by GEOID03.
 NS0115
 NS0115.The dynamic height is computed by dividing the NAVD 88
 NS0115.geopotential number by the normal gravity value computed on the
 NS0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0115.degrees latitude (g = 980.6199 gals.).
 NS0115
 NS0115.The modeled gravity was interpolated from observed gravity values.
 NS0115
 NS0115;                    North         East    Units  Estimated Accuracy
 NS0115;SPC WY W     -   326,760.      838,970.      MT  (+/- 180 meters Scaled)
 NS0115
 NS0115                          SUPERSEDED SURVEY CONTROL
 NS0115
 NS0115  NGVD 29 (??/??/92) 2229.520  (m)         7314.68   (f) ADJ UNCH    1 2
 NS0115
 NS0115.Superseded values are not recommended for survey control.
 NS0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0115.See file dsdata.txt to determine how the superseded data were derived.
 NS0115
 NS0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN142107(NAD 83)
 NS0115_MARKER: DB = BENCH MARK DISK
 NS0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0115_STAMPING: U 43 1934
 NS0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0115+STABILITY: SURFACE MOTION
 NS0115
 NS0115  HISTORY     - Date     Condition        Report By
 NS0115  HISTORY     - 1934     MONUMENTED       CGS
 NS0115  HISTORY     - 1981     GOOD             LOCSUR
 NS0115
 NS0115                          STATION DESCRIPTION
 NS0115
 NS0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0115'30.9 MI NW FROM FARSON.
 NS0115'IN SUBLETTE COUNTY, ABOUT 30.9 MILES NORTHWEST ALONG U.S. HIGHWAY 187
 NS0115'FROM THE HOTEL AT FARSON, SWEETWATER COUNTY, ABOUT 15.3 MILES
 NS0115'SOUTHEAST OF THE POST OFFICE AT BOULDER, SUBLETTE COUNTY, ABOUT 0.6
 NS0115'MILE SOUTH OF A LOG CABIN WEST OF THE HIGHWAY, AT THE TOP OF A KNOLL,
 NS0115'67 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH
 NS0115'THE HIGHWAY.  A STANDARD DISK, STAMPED U 43 1934 AND SET IN THE TOP OF
 NS0115'A CONCRETE POST.
 NS0115
 NS0115                          STATION RECOVERY (1981)
 NS0115
 NS0115'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NS0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0116 ***********************************************************************
 NS0116  DESIGNATION -  U 43 RESET
 NS0116  PID         -  NS0116
 NS0116  STATE/COUNTY-  WY/SUBLETTE
 NS0116  USGS QUAD   -  SQUARE TOP (1964)
 NS0116
 NS0116                         *CURRENT SURVEY CONTROL
 NS0116  ___________________________________________________________________
 NS0116* NAD 83(1986)-  42 32 27.     (N)    109 36 33.     (W)     SCALED    
 NS0116* NAVD 88     -      2230.95   (meters)    7319.4    (feet)  RESET     
 NS0116  ___________________________________________________________________
 NS0116  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 NS0116
 NS0116  VERT ORDER  -  THIRD
 NS0116
 NS0116.The horizontal coordinates were scaled from a topographic map and have
 NS0116.an estimated accuracy of +/- 6 seconds.
 NS0116
 NS0116.The orthometric height was computed from unverified reset data.
 NS0116.No vertical observational check was made to the station.
 NS0116
 NS0116.The geoid height was determined by GEOID03.
 NS0116
 NS0116;                    North         East    Units  Estimated Accuracy
 NS0116;SPC WY W     -   326,760.      838,950.      MT  (+/- 180 meters Scaled)
 NS0116
 NS0116                          SUPERSEDED SURVEY CONTROL
 NS0116
 NS0116  NGVD 29 (??/??/??) 2229.52   (m)         7314.7    (f) RESET       3  
 NS0116
 NS0116.Superseded values are not recommended for survey control.
 NS0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0116.See file dsdata.txt to determine how the superseded data were derived.
 NS0116
 NS0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN142107(NAD 83)
 NS0116_MARKER: DB = BENCH MARK DISK
 NS0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0116_STAMPING: U 43 1934
 NS0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0116+STABILITY: SURFACE MOTION
 NS0116
 NS0116  HISTORY     - Date     Condition        Report By
 NS0116  HISTORY     - 1956     MONUMENTED       WYHD
 NS0116  HISTORY     - 1956     GOOD             WYHD
 NS0116
 NS0116                          STATION DESCRIPTION
 NS0116
 NS0116'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1956
 NS0116'15.3 MI SE FROM BOULDER.
 NS0116'ABOUT 15.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 187 FROM THE POST OFFICE
 NS0116'AT BOULDER, SUBLETTE COUNTY, ABOUT 0.6 MILE SOUTH OF A LOG CABIN WEST
 NS0116'OF THE HIGHWAY.  AT THE TOP OF A KNOLL, AND 67 FEET EAST OF THE CENTER
 NS0116'LINE OF THE HIGHWAY.  SET APPROXIMATELY 200 FEET NORTHEAST OF THE
 NS0116'LOCATION OF U 43 1934.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 NS0116'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0008 ***********************************************************************
 NT0008  FBN         -  This is a Federal Base Network Control Station.
 NT0008  DESIGNATION -  U 44
 NT0008  PID         -  NT0008
 NT0008  STATE/COUNTY-  WY/SUBLETTE
 NT0008  USGS QUAD   -  DANIEL JUNCTION (1970)
 NT0008
 NT0008                         *CURRENT SURVEY CONTROL
 NT0008  ___________________________________________________________________
 NT0008* NAD 83(1993)-  42 55 33.86859(N)    110 04 52.36006(W)     ADJUSTED  
 NT0008* NAVD 88     -      2248.716  (meters)    7377.66   (feet)  ADJUSTED  
 NT0008  ___________________________________________________________________
 NT0008  X           -  -1,606,607.474 (meters)                     COMP
 NT0008  Y           -  -4,394,726.246 (meters)                     COMP
 NT0008  Z           -   4,323,015.667 (meters)                     COMP
 NT0008  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 NT0008  ELLIP HEIGHT-        2237.38  (meters)          (02/28/01) GPS OBS
 NT0008  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 NT0008  DYNAMIC HT  -        2246.895 (meters)    7371.69  (feet)  COMP
 NT0008  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 NT0008
 NT0008  HORZ ORDER  -  B
 NT0008  VERT ORDER  -  FIRST     CLASS II
 NT0008  ELLP ORDER  -  SECOND    CLASS I
 NT0008
 NT0008.The horizontal coordinates were established by GPS observations
 NT0008.and adjusted by the National Geodetic Survey in October 1994..
 NT0008
 NT0008.The orthometric height was determined by differential leveling
 NT0008.and adjusted by the National Geodetic Survey in June 1991..
 NT0008
 NT0008.Photographs are available for this station.
 NT0008
 NT0008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NT0008
 NT0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0008
 NT0008.The ellipsoidal height was determined by GPS observations
 NT0008.and is referenced to NAD 83.
 NT0008
 NT0008.The geoid height was determined by GEOID03.
 NT0008
 NT0008.The dynamic height is computed by dividing the NAVD 88
 NT0008.geopotential number by the normal gravity value computed on the
 NT0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0008.degrees latitude (g = 980.6199 gals.).
 NT0008
 NT0008.The modeled gravity was interpolated from observed gravity values.
 NT0008
 NT0008;                    North         East     Units Scale Factor Converg.
 NT0008;SPC WY W     -   369,441.773   800,173.243   MT  0.99993750   +0 00 05.2
 NT0008;UTM  12      - 4,753,015.013   574,978.923   MT  0.99966916   +0 37 32.8
 NT0008
 NT0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0008!SPC WY W     -   0.99964925  x   0.99993750  =   0.99958677
 NT0008!UTM  12      -   0.99964925  x   0.99966916  =   0.99931852
 NT0008
 NT0008                          SUPERSEDED SURVEY CONTROL
 NT0008
 NT0008  ELLIP H (10/19/94) 2237.36   (m)                       GP(       ) 4 1
 NT0008  NAVD 88 (10/19/94) 2248.72   (m)         7377.7    (f) LEVELING    3  
 NT0008  NGVD 29 (??/??/92) 2247.278  (m)         7372.94   (f) ADJ UNCH    1 2
 NT0008
 NT0008.Superseded values are not recommended for survey control.
 NT0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0008.See file dsdata.txt to determine how the superseded data were derived.
 NT0008
 NT0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN7497953015(NAD 83)
 NT0008_MARKER: DB = BENCH MARK DISK
 NT0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0008_SP_SET: CONCRETE POST
 NT0008_STAMPING: U 44 1934
 NT0008_MARK LOGO: CGS   
 NT0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0008+STABILITY: SURFACE MOTION
 NT0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0008+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1999
 NT0008
 NT0008  HISTORY     - Date     Condition        Report By
 NT0008  HISTORY     - 1934     MONUMENTED       CGS
 NT0008  HISTORY     - 19930719 GOOD             NGS
 NT0008  HISTORY     - 19930720 GOOD             LOCENG
 NT0008  HISTORY     - 19990719 GOOD             NGS
 NT0008
 NT0008                          STATION DESCRIPTION
 NT0008
 NT0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0008'13.4 MI NW FROM PINEDALE.
 NT0008'ABOUT 13.4 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 NT0008'AT PINEDALE, SUBLETTE COUNTY, ABOUT 2.6 MILES NORTH OF THE JUNCTION
 NT0008'WITH STATE HIGHWAY 287, 54.0 FEET WEST OF THE CENTER LINE OF THE
 NT0008'HIGHWAY, 27.7 FEET NORTH OF THE NORTH END OF A GATE, AND 4.0 FEET WEST
 NT0008'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 44 1934 AND SET
 NT0008'IN THE TOP OF A CONCRETE POST.
 NT0008
 NT0008                          STATION RECOVERY (1993)
 NT0008
 NT0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 NT0008'STATION IS LOCATED ABOUT 19 KM (11.80 MI) WEST-NORTHWEST OF PINEDALE,
 NT0008'4 KM (2.50 MI) NORTH OF DANIEL JUNCTION, ALONG US HIGHWAYS 189 AND
 NT0008'191, AT MILE 113.2, ON THE RIGHT-OF-WAY, IN THE SOUTHEAST 1/4 OF
 NT0008'SECTION 10, T 34 N, R 111 W.  OWNERSHIP--STATE HIGHWAY DEPARTMENT. TO
 NT0008'REACH FROM THE JUNCTION OF US HIGHWAYS 189 AND 191 AT DANIEL JUNCTION,
 NT0008'GO NORTH ON HIGHWAYS 189 AND 191 FOR 0.45 KM (0.25 MI) TO STATE
 NT0008'HIGHWAY 354 ON THE LEFT.  CONTINUE AHEAD FOR 3.93 KM (2.45 MI) TO THE
 NT0008'STATION ON THE LEFT. STATION MARK IS A DISK SET IN THE TOP OF A 20-CM
 NT0008'SQUARE CONCRETE POST PROJECTING 10 CM ABOVE GROUND.  IT IS 28.5 M
 NT0008'(93.5 FT) WEST OF, AND 2 M (6.6 FT) LOWER THAN THE HIGHWAY CENTER, 1.8
 NT0008'M (5.9 FT) EAST OF THE RIGHT-OF-WAY FENCE, 0.7 M (2.3 FT) SOUTH OF A
 NT0008'FIBERGLASS WITNESS POST, AND 163 M (534.8 FT) SOUTH OF A T-FENCE
 NT0008'CORNER WITH TWO RANGE ENTRANCES. DESCRIBED BY G.R.HEID
 NT0008
 NT0008                          STATION RECOVERY (1993)
 NT0008
 NT0008'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 NT0008'RECOVERED IN GOOD CONDITION.  NOTE--MONUMENT IS EASTERLY 6 FEET
 NT0008'(1.8 M) OF WEST R/W FENCE.  CARSONITE SIGN POST NORTHERLY 2 FEET.
 NT0008
 NT0008                          STATION RECOVERY (1999)
 NT0008
 NT0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 NT0008'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 NT0008'CONDITION AND AS PREVIOUSLY DESCRIBED.  ADD 0.92 M (3.02 FT) NORTH OF
 NT0008'A WYDOT FIBERGLASS WITNESS POST AND SURROUNDED BY 3 4X4 WOOD POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0103 ***********************************************************************
 OX0103  DESIGNATION -  U 46
 OX0103  PID         -  OX0103
 OX0103  STATE/COUNTY-  WY/TETON
 OX0103  USGS QUAD   -  TETON PASS (1996)
 OX0103
 OX0103                         *CURRENT SURVEY CONTROL
 OX0103  ___________________________________________________________________
 OX0103* NAD 83(1986)-  43 29 57.     (N)    110 56 06.     (W)     SCALED    
 OX0103* NAVD 88     -      2350.217  (meters)    7710.67   (feet)  ADJUSTED  
 OX0103  ___________________________________________________________________
 OX0103  GEOID HEIGHT-          -9.61  (meters)                     GEOID03
 OX0103  DYNAMIC HT  -        2348.544 (meters)    7705.18  (feet)  COMP
 OX0103  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 OX0103
 OX0103  VERT ORDER  -  FIRST     CLASS II
 OX0103
 OX0103.The horizontal coordinates were scaled from a topographic map and have
 OX0103.an estimated accuracy of +/- 6 seconds.
 OX0103
 OX0103.The orthometric height was determined by differential leveling
 OX0103.and adjusted by the National Geodetic Survey in June 1991..
 OX0103
 OX0103.The geoid height was determined by GEOID03.
 OX0103
 OX0103.The dynamic height is computed by dividing the NAVD 88
 OX0103.geopotential number by the normal gravity value computed on the
 OX0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0103.degrees latitude (g = 980.6199 gals.).
 OX0103
 OX0103.The modeled gravity was interpolated from observed gravity values.
 OX0103
 OX0103;                    North         East    Units  Estimated Accuracy
 OX0103;SPC WY W     -   433,460.      731,120.      MT  (+/- 180 meters Scaled)
 OX0103
 OX0103                          SUPERSEDED SURVEY CONTROL
 OX0103
 OX0103  NGVD 29 (??/??/92) 2348.859  (m)         7706.21   (f) ADJ UNCH    1 2
 OX0103
 OX0103.Superseded values are not recommended for survey control.
 OX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0103.See file dsdata.txt to determine how the superseded data were derived.
 OX0103
 OX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP052162(NAD 83)
 OX0103_MARKER: DB = BENCH MARK DISK
 OX0103_SETTING: 66 = SET IN ROCK OUTCROP
 OX0103_SP_SET: LIMESTONE ROCK
 OX0103_STAMPING: U 46 1934
 OX0103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OX0103+STABILITY: POSITION/ELEVATION WELL
 OX0103
 OX0103  HISTORY     - Date     Condition        Report By
 OX0103  HISTORY     - 1934     MONUMENTED       CGS
 OX0103
 OX0103                          STATION DESCRIPTION
 OX0103
 OX0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0103'11.4 MI W FROM JACKSON.
 OX0103'11.4 MILES WEST ALONG STATE HIGHWAY 22 FROM JACKSON, TETON COUNTY,
 OX0103'ABOUT 13.1 MILES EAST OF VICTOR, TETON COUNTY, IDAHO, ABOUT 4.5 MILES
 OX0103'WEST OF WILSON, ABOUT 1.4 MILES EAST OF TETON PASS, AT THE CENTER OF
 OX0103'THE CURVE OF A CUTBACK, 75.0 FEET WEST OF THE CENTER LINE OF THE
 OX0103'HIGHWAY, 23.0 FEET WEST OF A 28-INCH PINE TREE MARKED WITH THE PAINTED
 OX0103'LETTERS B M, AND IN THE TOP OF A LIMESTONE ROCK.  A STANDARD DISK,
 OX0103'STAMPED U 46 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0129 ***********************************************************************
 OW0129  DESIGNATION -  U 47
 OW0129  PID         -  OW0129
 OW0129  STATE/COUNTY-  WY/FREMONT
 OW0129  USGS QUAD   -  CROWHEART (1993)
 OW0129
 OW0129                         *CURRENT SURVEY CONTROL
 OW0129  ___________________________________________________________________
 OW0129* NAD 83(1986)-  43 16 20.     (N)    109 07 49.     (W)     SCALED    
 OW0129* NAVD 88     -      1836.332  (meters)    6024.70   (feet)  ADJUSTED  
 OW0129  ___________________________________________________________________
 OW0129  GEOID HEIGHT-         -10.17  (meters)                     GEOID03
 OW0129  DYNAMIC HT  -        1835.124 (meters)    6020.74  (feet)  COMP
 OW0129  MODELED GRAV-     979,897.2   (mgal)                       NAVD 88
 OW0129
 OW0129  VERT ORDER  -  SECOND    CLASS 0
 OW0129
 OW0129.The horizontal coordinates were scaled from a topographic map and have
 OW0129.an estimated accuracy of +/- 6 seconds.
 OW0129
 OW0129.The orthometric height was determined by differential leveling
 OW0129.and adjusted by the National Geodetic Survey in June 1991..
 OW0129
 OW0129.The geoid height was determined by GEOID03.
 OW0129
 OW0129.The dynamic height is computed by dividing the NAVD 88
 OW0129.geopotential number by the normal gravity value computed on the
 OW0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0129.degrees latitude (g = 980.6199 gals.).
 OW0129
 OW0129.The modeled gravity was interpolated from observed gravity values.
 OW0129
 OW0129;                    North         East    Units  Estimated Accuracy
 OW0129;SPC WYWC     -   307,970.      569,130.      MT  (+/- 180 meters Scaled)
 OW0129
 OW0129                          SUPERSEDED SURVEY CONTROL
 OW0129
 OW0129  NGVD 29 (??/??/92) 1835.281  (m)         6021.25   (f) ADJ UNCH    2 0
 OW0129
 OW0129.Superseded values are not recommended for survey control.
 OW0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0129.See file dsdata.txt to determine how the superseded data were derived.
 OW0129
 OW0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN517927(NAD 83)
 OW0129_MARKER: DB = BENCH MARK DISK
 OW0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0129_STAMPING: U 47 1934
 OW0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0129+STABILITY: SURFACE MOTION
 OW0129
 OW0129  HISTORY     - Date     Condition        Report By
 OW0129  HISTORY     - 1934     MONUMENTED       CGS
 OW0129  HISTORY     - 1950     GOOD             NGS
 OW0129
 OW0129                          STATION DESCRIPTION
 OW0129
 OW0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0129'38.4 MI E FROM DUBOIS.
 OW0129'ABOUT 38.4 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0129'DUBOIS, FREMONT COUNTY, ABOUT 10.8 MILES WEST OF THE JUNCTION WITH THE
 OW0129'HIGHWAY LEADING TO LANDER, 21.2 FEET SOUTH OF THE CENTER LINE OF A
 OW0129'ROAD LEADING TO A RANCH, 63.3 FEET SOUTHWEST OF THE CENTER LINE OF THE
 OW0129'HIGHWAY, 18.4 FEET WEST OF A UNITED STATES GENERAL LAND OFFICE SURVEY
 OW0129'MARK, 15.0 FEET NORTH OF THE NORTH EDGE OF AN IRRIGATION DITCH, AND
 OW0129'6.2 FEET NORTHEAST OF A CORNER POST.  A STANDARD DISK, STAMPED U 47
 OW0129'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK IS ON
 OW0129'THE OLD HIGHWAY.
 OW0129
 OW0129                          STATION RECOVERY (1950)
 OW0129
 OW0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 OW0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0020 ***********************************************************************
 OW0020  DESIGNATION -  U 48
 OW0020  PID         -  OW0020
 OW0020  STATE/COUNTY-  WY/HOT SPRINGS
 OW0020  USGS QUAD   -  THERMOPOLIS (1960)
 OW0020
 OW0020                         *CURRENT SURVEY CONTROL
 OW0020  ___________________________________________________________________
 OW0020* NAD 83(1986)-  43 38 47.     (N)    108 12 43.     (W)     SCALED    
 OW0020* NAVD 88     -      1319.408  (meters)    4328.76   (feet)  ADJUSTED  
 OW0020  ___________________________________________________________________
 OW0020  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 OW0020  DYNAMIC HT  -        1318.730 (meters)    4326.53  (feet)  COMP
 OW0020  MODELED GRAV-     980,060.1   (mgal)                       NAVD 88
 OW0020
 OW0020  VERT ORDER  -  SECOND    CLASS 0
 OW0020
 OW0020.The horizontal coordinates were scaled from a topographic map and have
 OW0020.an estimated accuracy of +/- 6 seconds.
 OW0020
 OW0020.The orthometric height was determined by differential leveling
 OW0020.and adjusted by the National Geodetic Survey in June 1991..
 OW0020
 OW0020.The geoid height was determined by GEOID03.
 OW0020
 OW0020.The dynamic height is computed by dividing the NAVD 88
 OW0020.geopotential number by the normal gravity value computed on the
 OW0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0020.degrees latitude (g = 980.6199 gals.).
 OW0020
 OW0020.The modeled gravity was interpolated from observed gravity values.
 OW0020
 OW0020;                    North         East    Units  Estimated Accuracy
 OW0020;SPC WYWC     -   349,600.      643,410.      MT  (+/- 180 meters Scaled)
 OW0020
 OW0020                          SUPERSEDED SURVEY CONTROL
 OW0020
 OW0020  NGVD 29 (??/??/92) 1318.597  (m)         4326.10   (f) ADJ UNCH    2 0
 OW0020
 OW0020.Superseded values are not recommended for survey control.
 OW0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0020.See file dsdata.txt to determine how the superseded data were derived.
 OW0020
 OW0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP248363(NAD 83)
 OW0020_MARKER: DB = BENCH MARK DISK
 OW0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OW0020_SP_SET: STEP
 OW0020_STAMPING: U 48 1934
 OW0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0020
 OW0020  HISTORY     - Date     Condition        Report By
 OW0020  HISTORY     - 1934     MONUMENTED       CGS
 OW0020  HISTORY     - 1982     MARK NOT FOUND   NGS
 OW0020
 OW0020                          STATION DESCRIPTION
 OW0020
 OW0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0020'IN THERMOPOLIS.
 OW0020'AT THERMOPOLIS, HOT SPRINGS COUNTY, AT THE MAIN ENTRANCE TO THE EMERY
 OW0020'HOTEL, IN THE TOP OF THE CONCRETE STEP, 8 FEET SOUTHWEST OF THE CENTER
 OW0020'OF THE DOORWAY, ABOUT 8 INCHES SOUTHWEST OF THE FACE OF THE BUILDING,
 OW0020'63 FEET WEST OF THE CENTER LINE OF SIXTH STREET, AND 30 FEET NORTH OF
 OW0020'THE CENTER LINE OF BROADWAY.  A STANDARD DISK, STAMPED U 48 1934.
 OW0020
 OW0020                          STATION RECOVERY (1982)
 OW0020
 OW0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OW0020'THE EMERY HOTEL HAS BEEN TORN DOWN AND THE MARK SHOULD BE CONSIDERED
 OW0020'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0108 ***********************************************************************
 OW0108  DESIGNATION -  U 49
 OW0108  PID         -  OW0108
 OW0108  STATE/COUNTY-  WY/HOT SPRINGS
 OW0108  USGS QUAD   -  RED RIDGE (1985)
 OW0108
 OW0108                         *CURRENT SURVEY CONTROL
 OW0108  ___________________________________________________________________
 OW0108* NAD 83(1986)-  43 55 01.     (N)    108 35 03.     (W)     SCALED    
 OW0108* NAVD 88     -      1644.120  (meters)    5394.08   (feet)  ADJUSTED  
 OW0108  ___________________________________________________________________
 OW0108  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 OW0108  DYNAMIC HT  -        1643.196 (meters)    5391.05  (feet)  COMP
 OW0108  MODELED GRAV-     979,999.2   (mgal)                       NAVD 88
 OW0108
 OW0108  VERT ORDER  -  SECOND    CLASS 0
 OW0108
 OW0108.The horizontal coordinates were scaled from a topographic map and have
 OW0108.an estimated accuracy of +/- 6 seconds.
 OW0108
 OW0108.The orthometric height was determined by differential leveling
 OW0108.and adjusted by the National Geodetic Survey in June 1991..
 OW0108
 OW0108.The geoid height was determined by GEOID03.
 OW0108
 OW0108.The dynamic height is computed by dividing the NAVD 88
 OW0108.geopotential number by the normal gravity value computed on the
 OW0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0108.degrees latitude (g = 980.6199 gals.).
 OW0108
 OW0108.The modeled gravity was interpolated from observed gravity values.
 OW0108
 OW0108;                    North         East    Units  Estimated Accuracy
 OW0108;SPC WYWC     -   379,540.      613,320.      MT  (+/- 180 meters Scaled)
 OW0108
 OW0108                          SUPERSEDED SURVEY CONTROL
 OW0108
 OW0108  NGVD 29 (??/??/92) 1643.131  (m)         5390.84   (f) ADJ UNCH    2 0
 OW0108
 OW0108.Superseded values are not recommended for survey control.
 OW0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0108.See file dsdata.txt to determine how the superseded data were derived.
 OW0108
 OW0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP939654(NAD 83)
 OW0108_MARKER: DB = BENCH MARK DISK
 OW0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0108_STAMPING: U 49 1934
 OW0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0108+STABILITY: SURFACE MOTION
 OW0108
 OW0108  HISTORY     - Date     Condition        Report By
 OW0108  HISTORY     - 1934     MONUMENTED       CGS
 OW0108  HISTORY     - 1944     GOOD             NGS
 OW0108  HISTORY     - 1979     GOOD             USGS
 OW0108
 OW0108                          STATION DESCRIPTION
 OW0108
 OW0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0108'42.6 MI NW FROM THERMOPOLIS.
 OW0108'ABOUT 42.6 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0108'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 4.2 MILES SOUTHEAST
 OW0108'OF THE POST OFFICE AT GRASS CREEK, ABOUT 0.3 MILE WEST OF AN OIL TANK,
 OW0108'ABOUT 135 FEET SOUTHEAST OF AN OLD OIL WELL, 66 FEET NORTH OF THE
 OW0108'CENTER LINE OF THE HIGHWAY, AND 23 FEET NORTH OF THE NORTH BANK OF AN
 OW0108'IRRIGATION DITCH.  A STANDARD DISK, STAMPED U 49 1934 AND SET IN THE
 OW0108'TOP OF A CONCRETE POST.
 OW0108
 OW0108                          STATION RECOVERY (1944)
 OW0108
 OW0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 OW0108'RECOVERED IN GOOD CONDITION.
 OW0108
 OW0108                          STATION RECOVERY (1979)
 OW0108
 OW0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0108'ABOUT 27.2 MILES NW. ALONG STATE HWY. 120 FROM U.S. HWY. 20 AT
 OW0108'THERMOPOLIS, HOT SPRINGS COUNTY, THENCE 5.05 MI. WEST ALONG STATE
 OW0108'HWY. 171, ABOUT 4.1 MI. SE. ALONG HIGHWAY FROM THE POST OFFICE AT
 OW0108'GRASS CREEK, 0.37 MI. WEST OF THE WEST ONE OF THREE LARGE OIL STORAGE
 OW0108'TANKS, 435 FT. NE. OF OIL WELL NO. 168, 230 FT. NORTH OF CENTERLINE
 OW0108'OF HIGHWAY. A STD. DISK, STAMPED U 49 1934 AND SET IN THE TOP OF A
 OW0108'CONCRETE POST PROJ. 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0036 ***********************************************************************
 NT0036  DESIGNATION -  U 50
 NT0036  PID         -  NT0036
 NT0036  STATE/COUNTY-  WY/SUBLETTE
 NT0036  USGS QUAD   -  LA BARGE (1980)
 NT0036
 NT0036                         *CURRENT SURVEY CONTROL
 NT0036  ___________________________________________________________________
 NT0036* NAD 83(1986)-  42 20 50.     (N)    110 09 53.     (W)     SCALED    
 NT0036* NAVD 88     -      2035.295  (meters)    6677.46   (feet)  ADJUSTED  
 NT0036  ___________________________________________________________________
 NT0036  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 NT0036  DYNAMIC HT  -        2033.648 (meters)    6672.06  (feet)  COMP
 NT0036  MODELED GRAV-     979,739.9   (mgal)                       NAVD 88
 NT0036
 NT0036  VERT ORDER  -  SECOND    CLASS 0
 NT0036
 NT0036.The horizontal coordinates were scaled from a topographic map and have
 NT0036.an estimated accuracy of +/- 6 seconds.
 NT0036
 NT0036.The orthometric height was determined by differential leveling
 NT0036.and adjusted by the National Geodetic Survey in June 1991..
 NT0036
 NT0036.The geoid height was determined by GEOID03.
 NT0036
 NT0036.The dynamic height is computed by dividing the NAVD 88
 NT0036.geopotential number by the normal gravity value computed on the
 NT0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0036.degrees latitude (g = 980.6199 gals.).
 NT0036
 NT0036.The modeled gravity was interpolated from observed gravity values.
 NT0036
 NT0036;                    North         East    Units  Estimated Accuracy
 NT0036;SPC WY W     -   305,150.      793,290.      MT  (+/- 180 meters Scaled)
 NT0036
 NT0036                          SUPERSEDED SURVEY CONTROL
 NT0036
 NT0036  NGVD 29 (??/??/92) 2033.941  (m)         6673.02   (f) ADJ UNCH    2 0
 NT0036
 NT0036.Superseded values are not recommended for survey control.
 NT0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0036.See file dsdata.txt to determine how the superseded data were derived.
 NT0036
 NT0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM687886(NAD 83)
 NT0036_MARKER: DB = BENCH MARK DISK
 NT0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0036_STAMPING: U 50 1934
 NT0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0036+STABILITY: SURFACE MOTION
 NT0036
 NT0036  HISTORY     - Date     Condition        Report By
 NT0036  HISTORY     - 1934     MONUMENTED       CGS
 NT0036  HISTORY     - 1969     GOOD             USGS
 NT0036  HISTORY     - 19920324 GOOD             LOCSUR
 NT0036
 NT0036                          STATION DESCRIPTION
 NT0036
 NT0036'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NT0036'5.85 MI NE FROM TULSA.
 NT0036'BIG PINEY, 14.0 MILES SOUTH ALONG STATE HWY. 189.  LA BARGE POST
 NT0036'OFFICE, 5.7 MILES NORTH ALONG HWY 189, AT A FENCE LEADING WEST, 650
 NT0036'FEET WEST ALONG FENCE TO A FENCE CORNER (FENCE TURNS SOUTH), 11 FEET
 NT0036'SOUTH OF FENCE CORNER, EAST SIDE OF OLD ROAD BED, A STANDARD DISK IN
 NT0036'CONCRETE POST.
 NT0036
 NT0036                          STATION RECOVERY (1992)
 NT0036
 NT0036'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992 (PNS)
 NT0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0051 ***********************************************************************
 MR0051  DESIGNATION -  U 52
 MR0051  PID         -  MR0051
 MR0051  STATE/COUNTY-  WY/LINCOLN
 MR0051  USGS QUAD   -  MOXA (1969)
 MR0051
 MR0051                         *CURRENT SURVEY CONTROL
 MR0051  ___________________________________________________________________
 MR0051* NAD 83(1986)-  41 39 13.     (N)    110 03 36.     (W)     SCALED    
 MR0051* NAVD 88     -      1940.390  (meters)    6366.10   (feet)  ADJUSTED  
 MR0051  ___________________________________________________________________
 MR0051  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 MR0051  DYNAMIC HT  -        1938.722 (meters)    6360.62  (feet)  COMP
 MR0051  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 MR0051
 MR0051  VERT ORDER  -  SECOND    CLASS 0
 MR0051
 MR0051.The horizontal coordinates were scaled from a topographic map and have
 MR0051.an estimated accuracy of +/- 6 seconds.
 MR0051
 MR0051.The orthometric height was determined by differential leveling
 MR0051.and adjusted by the National Geodetic Survey in June 1991..
 MR0051
 MR0051.The geoid height was determined by GEOID03.
 MR0051
 MR0051.The dynamic height is computed by dividing the NAVD 88
 MR0051.geopotential number by the normal gravity value computed on the
 MR0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0051.degrees latitude (g = 980.6199 gals.).
 MR0051
 MR0051.The modeled gravity was interpolated from observed gravity values.
 MR0051
 MR0051;                    North         East    Units  Estimated Accuracy
 MR0051;SPC WY W     -   228,110.      801,940.      MT  (+/- 180 meters Scaled)
 MR0051
 MR0051                          SUPERSEDED SURVEY CONTROL
 MR0051
 MR0051  NGVD 29 (??/??/92) 1939.06   (m)         6361.7    (f) COMPUTED    2 0
 MR0051
 MR0051.Superseded values are not recommended for survey control.
 MR0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0051.See file dsdata.txt to determine how the superseded data were derived.
 MR0051
 MR0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM782117(NAD 83)
 MR0051_MARKER: DB = BENCH MARK DISK
 MR0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0051_SP_SET: ABUTMENT
 MR0051_STAMPING: U 52 1934
 MR0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0051
 MR0051  HISTORY     - Date     Condition        Report By
 MR0051  HISTORY     - 1934     MONUMENTED       CGS
 MR0051
 MR0051                          STATION DESCRIPTION
 MR0051
 MR0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0051'6.9 MI NW FROM GRANGER.
 MR0051'IN LINCOLN COUNTY, ABOUT 1.0 MILE SOUTHEAST ALONG THE UNION PACIFIC
 MR0051'RAILROAD FROM THE STATION AT MOXA, LINCOLN COUNTY, ABOUT 6.9 MILES
 MR0051'NORTHWEST OF THE STATION AT GRANGER, SWEETWATER COUNTY, ABOUT 590 FEET
 MR0051'SOUTHEAST OF MILEPOST 7, AT BRIDGE 6.91, IN THE TOP OF THE NORTH END
 MR0051'OF THE EAST CONCRETE ABUTMENT, 0.75 FOOT EAST OF THE WEST FACE OF THE
 MR0051'ABUTMENT, 5.6 FEET NORTHEAST OF THE NORTH RAIL, AND ABOUT 1.2 FEET
 MR0051'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED U 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0039 ***********************************************************************
 NQ0039  DESIGNATION -  U 53
 NQ0039  PID         -  NQ0039
 NQ0039  STATE/COUNTY-  WY/NIOBRARA
 NQ0039  USGS QUAD   -  COYOTE GAP (1981)
 NQ0039
 NQ0039                         *CURRENT SURVEY CONTROL
 NQ0039  ___________________________________________________________________
 NQ0039* NAD 83(1986)-  43 00 00.     (N)    104 21 54.     (W)     SCALED    
 NQ0039* NAVD 88     -      1337.543  (meters)    4388.26   (feet)  ADJUSTED  
 NQ0039  ___________________________________________________________________
 NQ0039  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 NQ0039  DYNAMIC HT  -        1336.873 (meters)    4386.06  (feet)  COMP
 NQ0039  MODELED GRAV-     980,072.0   (mgal)                       NAVD 88
 NQ0039
 NQ0039  VERT ORDER  -  SECOND    CLASS 0
 NQ0039
 NQ0039.The horizontal coordinates were scaled from a topographic map and have
 NQ0039.an estimated accuracy of +/- 6 seconds.
 NQ0039
 NQ0039.The orthometric height was determined by differential leveling
 NQ0039.and adjusted by the National Geodetic Survey in June 1991..
 NQ0039
 NQ0039.The geoid height was determined by GEOID03.
 NQ0039
 NQ0039.The dynamic height is computed by dividing the NAVD 88
 NQ0039.geopotential number by the normal gravity value computed on the
 NQ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0039.degrees latitude (g = 980.6199 gals.).
 NQ0039
 NQ0039.The modeled gravity was interpolated from observed gravity values.
 NQ0039
 NQ0039;                    North         East    Units  Estimated Accuracy
 NQ0039;SPC WY E     -   277,970.      265,370.      MT  (+/- 180 meters Scaled)
 NQ0039
 NQ0039                          SUPERSEDED SURVEY CONTROL
 NQ0039
 NQ0039  NGVD 29 (??/??/92) 1336.890  (m)         4386.11   (f) ADJ UNCH    2 0
 NQ0039
 NQ0039.Superseded values are not recommended for survey control.
 NQ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0039.See file dsdata.txt to determine how the superseded data were derived.
 NQ0039
 NQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH517610(NAD 83)
 NQ0039_MARKER: DB = BENCH MARK DISK
 NQ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0039_STAMPING: U 53 1934
 NQ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0039+STABILITY: SURFACE MOTION
 NQ0039
 NQ0039  HISTORY     - Date     Condition        Report By
 NQ0039  HISTORY     - 1934     MONUMENTED       CGS
 NQ0039  HISTORY     - 1941     GOOD             CGS
 NQ0039  HISTORY     - 1976     GOOD             USGS
 NQ0039
 NQ0039                          STATION DESCRIPTION
 NQ0039
 NQ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 NQ0039'18.4 MI N FROM LUSK.
 NQ0039'18.4 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 NQ0039'AT LUSK, NIOBRARA COUNTY, 130 FEET NORTH OF THE JUNCTION OF A
 NQ0039'T-ROAD LEADING WEST, 55.8 FEET EAST OF THE CENTERLINE OF THE
 NQ0039'HIGHWAY, AND 5.8 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 NQ0039'DISK, STAMPED U 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NQ0039
 NQ0039                          STATION RECOVERY (1976)
 NQ0039
 NQ0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NQ0039'18.4 MILES NO. ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE AT
 NQ0039'LUSK, NIOBRARA CO., 460 FT. NORTH OF THE JUNCTION OF A T-ROAD LEADING
 NQ0039'WEST, 135 FT. EAST OF CENTERLINE OF THE NEW HIGHWAY, AND 5.8 FT. EAST
 NQ0039'OF THE RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED U 53 1934 AND
 NQ0039'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0142 ***********************************************************************
 OU0142  DESIGNATION -  U 54
 OU0142  PID         -  OU0142
 OU0142  STATE/COUNTY-  WY/NIOBRARA
 OU0142  USGS QUAD   -  FUNNY ROCK (1981)
 OU0142
 OU0142                         *CURRENT SURVEY CONTROL
 OU0142  ___________________________________________________________________
 OU0142* NAD 83(1986)-  43 10 21.     (N)    104 32 10.     (W)     SCALED    
 OU0142* NAVD 88     -      1352.126  (meters)    4436.10   (feet)  ADJUSTED  
 OU0142  ___________________________________________________________________
 OU0142  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 OU0142  DYNAMIC HT  -        1351.442 (meters)    4433.86  (feet)  COMP
 OU0142  MODELED GRAV-     980,066.9   (mgal)                       NAVD 88
 OU0142
 OU0142  VERT ORDER  -  SECOND    CLASS 0
 OU0142
 OU0142.The horizontal coordinates were scaled from a topographic map and have
 OU0142.an estimated accuracy of +/- 6 seconds.
 OU0142
 OU0142.The orthometric height was determined by differential leveling
 OU0142.and adjusted by the National Geodetic Survey in June 1991..
 OU0142.WARNING-Repeat measurements at this control monument indicate possible
 OU0142.vertical movement.
 OU0142
 OU0142.The geoid height was determined by GEOID03.
 OU0142
 OU0142.The dynamic height is computed by dividing the NAVD 88
 OU0142.geopotential number by the normal gravity value computed on the
 OU0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0142.degrees latitude (g = 980.6199 gals.).
 OU0142
 OU0142.The modeled gravity was interpolated from observed gravity values.
 OU0142
 OU0142;                    North         East    Units  Estimated Accuracy
 OU0142;SPC WY E     -   297,010.      251,270.      MT  (+/- 180 meters Scaled)
 OU0142
 OU0142                          SUPERSEDED SURVEY CONTROL
 OU0142
 OU0142  NGVD 29 (??/??/92) 1351.436  (m)         4433.84   (f) ADJ UNCH    2 0
 OU0142
 OU0142.Superseded values are not recommended for survey control.
 OU0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0142.See file dsdata.txt to determine how the superseded data were derived.
 OU0142
 OU0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH377800(NAD 83)
 OU0142_MARKER: DB = BENCH MARK DISK
 OU0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0142_STAMPING: U 54 1934
 OU0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0142+STABILITY: SURFACE MOTION
 OU0142
 OU0142  HISTORY     - Date     Condition        Report By
 OU0142  HISTORY     - 1934     MONUMENTED       CGS
 OU0142  HISTORY     - 1957     GOOD             NGS
 OU0142  HISTORY     - 1976     GOOD             USGS
 OU0142
 OU0142                          STATION DESCRIPTION
 OU0142
 OU0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0142'16.2 MI N FROM LANCE CREEK.
 OU0142'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0142'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0142'THENCE 7.85 MILES NORTHWEST ALONG A WINDING TRACK ROAD, 0.25 MILE
 OU0142'SOUTHWEST OF A ROW OF POWER POLES, 0.25 MILE SOUTHEAST OF A
 OU0142'FENCE, 0.1 MILE SOUTHEAST OF A TRACK ROAD LEADING EAST, 56 FEET
 OU0142'SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 1 FOOT NORTH OF A
 OU0142'WITNESS POST, 10 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE
 OU0142'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND,
 OU0142'IN THE NORTHWEST 1/4 OF SECTION 22, TOWNSHIP 37 NORTH, RANGE 64
 OU0142'WEST.
 OU0142
 OU0142                          STATION RECOVERY (1976)
 OU0142
 OU0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0142'LANCE CREEK POST OFFICE, 7.0 MILES EAST FROM ALONG STATE HWY. 270,
 OU0142'THENCE, 9.25 MILES NORTH ALONG A GRADED DIRT ROAD, IN THE NW 1/4 OF
 OU0142'SEC. 22, T 37 N., R 64 W., 0.25 MI SOUTHWEST OF A ROW OF POWER POLES,
 OU0142'0.25 MI SOUTHEAST OF A FENCE, 288 FEET SOUTH ALONG GRADED ROAD, 65
 OU0142'FEET WEST OF GRADED ROAD FROM GRADED ROAD AT TRACK ROAD LEADING EAST,
 OU0142'10 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 OU0142'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND. A STANDARD DISK
 OU0142'STAMPED "U 54 1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0183 ***********************************************************************
 OU0183  DESIGNATION -  U 55
 OU0183  PID         -  OU0183
 OU0183  STATE/COUNTY-  WY/WESTON
 OU0183  USGS QUAD   -  LASSEN CREEK (1982)
 OU0183
 OU0183                         *CURRENT SURVEY CONTROL
 OU0183  ___________________________________________________________________
 OU0183* NAD 83(1986)-  43 45 26.     (N)    104 31 45.     (W)     SCALED    
 OU0183* NAVD 88     -      1256.237  (meters)    4121.50   (feet)  ADJUSTED  
 OU0183  ___________________________________________________________________
 OU0183  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 OU0183  DYNAMIC HT  -        1255.668 (meters)    4119.64  (feet)  COMP
 OU0183  MODELED GRAV-     980,122.9   (mgal)                       NAVD 88
 OU0183
 OU0183  VERT ORDER  -  SECOND    CLASS 0
 OU0183
 OU0183.The horizontal coordinates were scaled from a topographic map and have
 OU0183.an estimated accuracy of +/- 6 seconds.
 OU0183
 OU0183.The orthometric height was determined by differential leveling
 OU0183.and adjusted by the National Geodetic Survey in June 1991..
 OU0183
 OU0183.The geoid height was determined by GEOID03.
 OU0183
 OU0183.The dynamic height is computed by dividing the NAVD 88
 OU0183.geopotential number by the normal gravity value computed on the
 OU0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0183.degrees latitude (g = 980.6199 gals.).
 OU0183
 OU0183.The modeled gravity was interpolated from observed gravity values.
 OU0183
 OU0183;                    North         East    Units  Estimated Accuracy
 OU0183;SPC WY E     -   361,970.      251,340.      MT  (+/- 180 meters Scaled)
 OU0183
 OU0183                          SUPERSEDED SURVEY CONTROL
 OU0183
 OU0183  NGVD 29 (??/??/92) 1255.567  (m)         4119.31   (f) ADJ UNCH    2 0
 OU0183
 OU0183.Superseded values are not recommended for survey control.
 OU0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0183.See file dsdata.txt to determine how the superseded data were derived.
 OU0183
 OU0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ379450(NAD 83)
 OU0183_MARKER: DB = BENCH MARK DISK
 OU0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0183_STAMPING: U 55 1934
 OU0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0183+STABILITY: SURFACE MOTION
 OU0183
 OU0183  HISTORY     - Date     Condition        Report By
 OU0183  HISTORY     - 1934     MONUMENTED       CGS
 OU0183  HISTORY     - 1975     GOOD             USGS
 OU0183
 OU0183                          STATION DESCRIPTION
 OU0183
 OU0183'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 OU0183'9.9 MI NE FROM CLARETON.
 OU0183'NEWCASTLE (P.O.) 3.0 MILES NW OF ALONG U.S.16 THENCE 14.9
 OU0183'MILES SW ALONG WYO. HIGHWAY 450 TO DIRT ROAD SOUTH.  TAKE DIRT
 OU0183'ROAD 0.3 MILES SOUTH THENCE 0.2 MILES SW ALONG DIM TRACK ROAD
 OU0183'TO TRAIL CROSSING AND MARK ON THE LEFT.  38 FT SOUTH OF TRAIL
 OU0183'CROSSING, A STANDARD DISK, STAMPED U 55 1934 AND SET IN THE
 OU0183'TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0231 ***********************************************************************
 OU0231  DESIGNATION -  U 57
 OU0231  PID         -  OU0231
 OU0231  STATE/COUNTY-  WY/CONVERSE
 OU0231  USGS QUAD   -  DUGOUT CREEK NORTH (1984)
 OU0231
 OU0231                         *CURRENT SURVEY CONTROL
 OU0231  ___________________________________________________________________
 OU0231* NAD 83(1986)-  43 29 02.     (N)    105 21 41.     (W)     SCALED    
 OU0231* NAVD 88     -      1393.389  (meters)    4571.48   (feet)  ADJUSTED  
 OU0231  ___________________________________________________________________
 OU0231  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 OU0231  DYNAMIC HT  -        1392.637 (meters)    4569.01  (feet)  COMP
 OU0231  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 OU0231
 OU0231  VERT ORDER  -  SECOND    CLASS 0
 OU0231
 OU0231.The horizontal coordinates were scaled from a topographic map and have
 OU0231.an estimated accuracy of +/- 6 seconds.
 OU0231
 OU0231.The orthometric height was determined by differential leveling
 OU0231.and adjusted by the National Geodetic Survey in June 1991..
 OU0231
 OU0231.The geoid height was determined by GEOID03.
 OU0231
 OU0231.The dynamic height is computed by dividing the NAVD 88
 OU0231.geopotential number by the normal gravity value computed on the
 OU0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0231.degrees latitude (g = 980.6199 gals.).
 OU0231
 OU0231.The modeled gravity was interpolated from observed gravity values.
 OU0231
 OU0231;                    North         East    Units  Estimated Accuracy
 OU0231;SPC WY E     -   331,430.      184,250.      MT  (+/- 180 meters Scaled)
 OU0231
 OU0231                          SUPERSEDED SURVEY CONTROL
 OU0231
 OU0231  NGVD 29 (??/??/92) 1392.58   (m)         4568.8    (f) COMPUTED    2 0
 OU0231
 OU0231.Superseded values are not recommended for survey control.
 OU0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0231.See file dsdata.txt to determine how the superseded data were derived.
 OU0231
 OU0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ707146(NAD 83)
 OU0231_MARKER: DB = BENCH MARK DISK
 OU0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0231_STAMPING: U 57 1934
 OU0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0231+STABILITY: SURFACE MOTION
 OU0231
 OU0231  HISTORY     - Date     Condition        Report By
 OU0231  HISTORY     - 1934     MONUMENTED       CGS
 OU0231  HISTORY     - 1959     GOOD             USGS
 OU0231  HISTORY     - 1978     GOOD             USGS
 OU0231
 OU0231                          STATION DESCRIPTION
 OU0231
 OU0231'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OU0231'17.1 MI NW FROM BILL.
 OU0231'ABOUT 17.1 MI. NW ALONG STATE HWY. 59 FROM BILL, CONVERSE COUNTY,
 OU0231'THENCE 6.9 MI. NE ALONG RD. TO ANTELOPE COAL MINE, 0.3 MI. SW
 OU0231'OF ANTELOPE COAL MINE, ABOUT 400 FT. SW OF AN OPEN PIT COAL MINE,
 OU0231'ABOUT 13 FT. S. OF AN ABANDONED RD.  A STD. DISK STAMPED U 57
 OU0231'1934 AND SET IN THE TOP OF A CONC. POST.
 OU0231
 OU0231                          STATION RECOVERY (1978)
 OU0231
 OU0231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 OU0231'BILL, 15.8 MILES N. OF ALONG STATE HWY. 59. THENCE 7.4 MILES EAST AND
 OU0231'NORTH ALONG A GRADED COUNTY ROAD. NEAR THE SITE OF THE ANTELOPE COAL
 OU0231'MINE. ABOUT 750 FT. SW. OF LARGE POND AT THE MINE. REMAINDER OF OLD
 OU0231'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0238 ***********************************************************************
 OU0238  DESIGNATION -  U 58
 OU0238  PID         -  OU0238
 OU0238  STATE/COUNTY-  WY/CONVERSE
 OU0238  USGS QUAD   -  BILL SE (1984)
 OU0238
 OU0238                         *CURRENT SURVEY CONTROL
 OU0238  ___________________________________________________________________
 OU0238* NAD 83(1986)-  43 04 44.     (N)    105 16 27.     (W)     SCALED    
 OU0238* NAVD 88     -      1477.919  (meters)    4848.81   (feet)  ADJUSTED  
 OU0238  ___________________________________________________________________
 OU0238  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 OU0238  DYNAMIC HT  -        1477.053 (meters)    4845.96  (feet)  COMP
 OU0238  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 OU0238
 OU0238  VERT ORDER  -  SECOND    CLASS 0
 OU0238
 OU0238.The horizontal coordinates were scaled from a topographic map and have
 OU0238.an estimated accuracy of +/- 6 seconds.
 OU0238
 OU0238.The orthometric height was determined by differential leveling
 OU0238.and adjusted by the National Geodetic Survey in June 1991..
 OU0238
 OU0238.The geoid height was determined by GEOID03.
 OU0238
 OU0238.The dynamic height is computed by dividing the NAVD 88
 OU0238.geopotential number by the normal gravity value computed on the
 OU0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0238.degrees latitude (g = 980.6199 gals.).
 OU0238
 OU0238.The modeled gravity was interpolated from observed gravity values.
 OU0238
 OU0238;                    North         East    Units  Estimated Accuracy
 OU0238;SPC WY E     -   286,420.      191,250.      MT  (+/- 180 meters Scaled)
 OU0238
 OU0238                          SUPERSEDED SURVEY CONTROL
 OU0238
 OU0238  NGVD 29 (??/??/92) 1477.091  (m)         4846.09   (f) ADJ UNCH    2 0
 OU0238
 OU0238.Superseded values are not recommended for survey control.
 OU0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0238.See file dsdata.txt to determine how the superseded data were derived.
 OU0238
 OU0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH776696(NAD 83)
 OU0238_MARKER: DB = BENCH MARK DISK
 OU0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0238_STAMPING: U-58 1934
 OU0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0238+STABILITY: SURFACE MOTION
 OU0238
 OU0238  HISTORY     - Date     Condition        Report By
 OU0238  HISTORY     - 1934     MONUMENTED       CGS
 OU0238  HISTORY     - 1959     GOOD             NGS
 OU0238
 OU0238                          STATION DESCRIPTION
 OU0238
 OU0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0238'25.8 MI N FROM DOUGLAS.
 OU0238'25.8 MI. N. ALONG STATE HWY. 59 FROM THE POST OFFICE AT DOUGLAS,
 OU0238'CONVERSE COUNTY, THEN 0.7 MI. W. ALONG TRACK RD., THEN 1.1,
 OU0238'O/ S. ALONG ABANDONED HIGHWAY, IN THE SW 1/4 SEC. 21, T. 36 N.,
 OU0238'R. 70 W., ABOUT 2.5 MI. SW OF THE JAKE JOHNSON RANCH BUILDINGS,
 OU0238'130 FT. N., 36 FT. W. AND 6.0 FT. HIGHER THAN JCT. OF OLD
 OU0238'HIGHWAY, (ABANDONED) AND E.-W. TRACK RD.
 OU0238
 OU0238                          STATION RECOVERY (1959)
 OU0238
 OU0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OU0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0677 ***********************************************************************
 PV0677  DESIGNATION -  U 59 RESET
 PV0677  PID         -  PV0677
 PV0677  STATE/COUNTY-  WY/CROOK
 PV0677  USGS QUAD   -  CARLILE (1984)
 PV0677
 PV0677                         *CURRENT SURVEY CONTROL
 PV0677  ___________________________________________________________________
 PV0677* NAD 83(1986)-  44 26 00.     (N)    104 49 57.     (W)     SCALED    
 PV0677* NAVD 88     -      1275.76   (meters)    4185.6    (feet)  RESET     
 PV0677  ___________________________________________________________________
 PV0677  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 PV0677
 PV0677  VERT ORDER  -  THIRD
 PV0677
 PV0677.The horizontal coordinates were scaled from a topographic map and have
 PV0677.an estimated accuracy of +/- 6 seconds.
 PV0677
 PV0677.The orthometric height was computed from unverified reset data.
 PV0677
 PV0677.The geoid height was determined by GEOID03.
 PV0677
 PV0677;                    North         East    Units  Estimated Accuracy
 PV0677;SPC WY E     -   436,950.      226,610.      MT  (+/- 180 meters Scaled)
 PV0677
 PV0677                          SUPERSEDED SURVEY CONTROL
 PV0677
 PV0677  NGVD 29 (03/28/06) 1275.16   (m)         4183.6    (f) RESET       3  
 PV0677
 PV0677.Superseded values are not recommended for survey control.
 PV0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0677.See file dsdata.txt to determine how the superseded data were derived.
 PV0677
 PV0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK133200(NAD 83)
 PV0677_MARKER: DV = VERTICAL CONTROL DISK
 PV0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0677_SP_SET: CONCRETE POST
 PV0677_STAMPING: U 59 RESET 1986
 PV0677_MARK LOGO: NGS   
 PV0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0677+STABILITY: SURFACE MOTION
 PV0677
 PV0677  HISTORY     - Date     Condition        Report By
 PV0677  HISTORY     - 1986     MONUMENTED       WYHD
 PV0677
 PV0677                          STATION DESCRIPTION
 PV0677
 PV0677'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1986
 PV0677'4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE IN
 PV0677'CARLILE, ABOUT 1.6 MILES NORTHEAST OF THE CREST OF PINE RIDGE, 210
 PV0677'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF THE
 PV0677'NORTHWEST CORNER OF THE YARD FENCE AT THE ERLAND RANCH HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0046 ***********************************************************************
 OU0046  DESIGNATION -  U 6
 OU0046  PID         -  OU0046
 OU0046  STATE/COUNTY-  WY/WESTON
 OU0046  USGS QUAD   -  NEWCASTLE (1979)
 OU0046
 OU0046                         *CURRENT SURVEY CONTROL
 OU0046  ___________________________________________________________________
 OU0046* NAD 83(1993)-  43 50 24.42481(N)    104 10 24.58705(W)     ADJUSTED  
 OU0046* NAVD 88     -      1323.976  (meters)    4343.74   (feet)  ADJUSTED  
 OU0046  ___________________________________________________________________
 OU0046  X           -  -1,128,491.993 (meters)                     COMP
 OU0046  Y           -  -4,468,447.618 (meters)                     COMP
 OU0046  Z           -   4,396,202.971 (meters)                     COMP
 OU0046  LAPLACE CORR-           8.90  (seconds)                    DEFLEC99
 OU0046  ELLIP HEIGHT-        1309.96  (meters)          (09/07/01) GPS OBS
 OU0046  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 OU0046  DYNAMIC HT  -        1323.378 (meters)    4341.78  (feet)  COMP
 OU0046  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 OU0046
 OU0046  HORZ ORDER  -  B
 OU0046  VERT ORDER  -  FIRST     CLASS II
 OU0046  ELLP ORDER  -  FOURTH    CLASS I
 OU0046
 OU0046.The horizontal coordinates were established by GPS observations
 OU0046.and adjusted by the National Geodetic Survey in October 1994..
 OU0046
 OU0046.The orthometric height was determined by differential leveling
 OU0046.and adjusted by the National Geodetic Survey in June 1991..
 OU0046
 OU0046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OU0046
 OU0046.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0046
 OU0046.The ellipsoidal height was determined by GPS observations
 OU0046.and is referenced to NAD 83.
 OU0046
 OU0046.The geoid height was determined by GEOID03.
 OU0046
 OU0046.The dynamic height is computed by dividing the NAVD 88
 OU0046.geopotential number by the normal gravity value computed on the
 OU0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0046.degrees latitude (g = 980.6199 gals.).
 OU0046
 OU0046.The modeled gravity was interpolated from observed gravity values.
 OU0046
 OU0046;                    North         East     Units Scale Factor Converg.
 OU0046;SPC WY E     -   371,465.317   279,867.182   MT  1.00001593   +0 41 16.6
 OU0046;UTM  13      - 4,854,447.291   566,441.972   MT  0.99965430   +0 34 21.0
 OU0046
 OU0046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0046!SPC WY E     -   0.99979463  x   1.00001593  =   0.99981056
 OU0046!UTM  13      -   0.99979463  x   0.99965430  =   0.99944900
 OU0046
 OU0046                          SUPERSEDED SURVEY CONTROL
 OU0046
 OU0046  ELLIP H (10/19/94) 1310.02   (m)                       GP(       ) 4 1
 OU0046  NAVD 88 (10/19/94) 1323.98   (m)         4343.8    (f) LEVELING    3  
 OU0046  NGVD 29 (??/??/92) 1323.312  (m)         4341.57   (f) ADJ UNCH    1 2
 OU0046
 OU0046.Superseded values are not recommended for survey control.
 OU0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0046.See file dsdata.txt to determine how the superseded data were derived.
 OU0046
 OU0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ6644254447(NAD 83)
 OU0046_MARKER: DB = BENCH MARK DISK
 OU0046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0046_SP_SET: SHALLOW-SET PIPE
 OU0046_STAMPING: U 6 ELEV 4341.540
 OU0046_MARK LOGO: CGS   
 OU0046_MAGNETIC: N = NO MAGNETIC MATERIAL
 OU0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0046+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1999
 OU0046
 OU0046  HISTORY     - Date     Condition        Report By
 OU0046  HISTORY     - UNK      MONUMENTED       CGS
 OU0046  HISTORY     - 1957     GOOD             NGS
 OU0046  HISTORY     - 1985     GOOD             NGS
 OU0046  HISTORY     - 19931022 GOOD             NGS
 OU0046  HISTORY     - 19950418 GOOD             NGS
 OU0046  HISTORY     - 19960815 GOOD             NGS
 OU0046  HISTORY     - 19990803 GOOD             NGS
 OU0046
 OU0046                          STATION DESCRIPTION
 OU0046
 OU0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0046'1.9 MI SE FROM NEWCASTLE.
 OU0046'ABOUT 1.9 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0046'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 34,
 OU0046'T.45 N., R.61 W., 6 1/2 RAILS SOUTHEAST OF THE CENTER OF BRIDGE
 OU0046'518.80, 47 FEET NORTH-NORTHWEST OF THE 11TH POLE SOUTHEAST OF
 OU0046'MILEPOST 519, 96 FEET NORTHEAST OF THE NORTHEAST RAIL, 1 1/2 FEET
 OU0046'SOUTHWEST OF THE FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN
 OU0046'WITNESS POST, ABOUT LEVEL WITH THE TRACK, A CAP ON THE TOP OF
 OU0046'A 3-INCH IRON PROJECTING 5 INCHES.
 OU0046
 OU0046                          STATION RECOVERY (1985)
 OU0046
 OU0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0046'1.2 KM (0.75 MI) SOUTHEAST ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0046'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0046'NEWCASTLE, 0.15 KM (0.1 MI) NORTHWEST OF THE NORTHWEST END OF A LONG
 OU0046'CURVE, 15.7 METERS (51.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 28.9
 OU0046'METERS (95 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE BURLINGTON
 OU0046'NORTHERN RAILROAD, 14.3 METERS (47 FT) NORTH OF A TELEGRAPH POLE WITH
 OU0046'ONE GUY WIRE AND 6.5 METERS (21.5 FT) SOUTHEAST OF THE EXTENDED CENTER
 OU0046'OF A PRIVATE DRIVEWAY.
 OU0046'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 OU0046'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OU0046
 OU0046                          STATION RECOVERY (1993)
 OU0046
 OU0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 OU0046'STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHEAST OF NEWCASTLE, ALONG
 OU0046'OLD HIGHWAY 85, IN A WEED STRIP BETWEEN THE OLD HIGHWAY AND RAILROAD
 OU0046'TRACKS, AT A PRIVATE GRADE CROSSING, IN THE NORTHWEST 1/4 OF SECTION
 OU0046'34, T 45 N, R 61 W.  OWNERSHIP--STATE HIGHWAY DEPARTMENT. TO REACH
 OU0046'FROM THE JUNCTION OF U.S. HIGHWAYS 16 AND 85 ON THE EAST SIDE OF
 OU0046'NEWCASTLE, GO SOUTHWEST ON HIGHWAY 85 FOR 0.43 KM (0.25 MI) TO A PAVED
 OU0046'CROSSROAD AT RAILROAD OVERPASS.  TURN LEFT, SOUTHEAST, ON ROAD FOR
 OU0046'1.18 KM (0.75 MI) TO A DIRT LANE RIGHT AND STATION ON THE RIGHT.
 OU0046'STATION MARK IS A DISK ATTACHED TO A PIPE (PIPE AND CAP) THAT PROJECTS
 OU0046'15 CM ABOVE GROUND IN LOW WEEDS.  IT IS 16.0 M (52.5 FT) SOUTHWEST OF,
 OU0046'AND 0.5 M (1.6 FT) LOWER THAN THE PAVED ROAD CENTER, 29.4 M (96.5 FT)
 OU0046'NORTHEAST OF THE NORTHEAST RAIL OF THE NEAR TRACK, 13.4 M (44.0 FT)
 OU0046'SOUTHEAST OF THE DIRT LANE, 14.4 M (47.2 FT) NORTH OF UTILITY POLE 14
 OU0046'WITH GUY WIRE, AND 0.4 M (1.3 FT) NORTHWEST OF A FIBERGLASS WITNESS
 OU0046'POST. DESCRIBED BY G.R.HEID
 OU0046
 OU0046                          STATION RECOVERY (1995)
 OU0046
 OU0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 OU0046'0.5 KM (0.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION OF
 OU0046'U.S. HIGHWAY 16 IN NEWCASTLE, THENCE 1.2 KM (0.75 MI) SOUTHEASTERLY
 OU0046'ALONG SOUTH SUMMIT AVENUE, 29.6 M (97.1 FT) NORTHEAST OF THE NEAR RAIL
 OU0046'OF THE BURLINGTON NORTHERN RAILROAD, 16.0 M (52.5 FT) SOUTHWEST OF THE
 OU0046'AVENUE CENTER, 13.5 M (44.3 FT) SOUTHEAST OF THE CENTER OF A GRAVELED
 OU0046'ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE AVENUE, AND 0.4 M (1.3 FT)
 OU0046'NORTHWEST OF A WITNESS POST.
 OU0046
 OU0046                          STATION RECOVERY (1996)
 OU0046
 OU0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OU0046'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) SOUTHEAST OF NEWCASTLE
 OU0046'ON OLD HIGHWAY 85, IN A WEED STRIP BETWEEN THE OLD HIGHWAY AND THE
 OU0046'RAILROAD AND AT A PRIVATE RAILROAD CROSSING.  OWNERSHIP--UNKNOWN. TO
 OU0046'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 16 AND 85 ON THE
 OU0046'EAST SIDE OF NEWCASTLE, GO SOUTHWEST ON U.S. HIGHWAY 85 FOR 0.43 KM
 OU0046'(0.25 MI) TO THE JUNCTION OF A PAVED ROAD AT A RAILROAD OVERPASS, TURN
 OU0046'LEFT AND GO SOUTHEAST ON THE PAVED ROAD FOR 1.18 KM (0.75 MI) TO A
 OU0046'DIRT ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A PUNCH POINT
 OU0046'IN THE CENTER OF A SMALL X STAMPED NEAR THE CENTER OF A STANDARD CGS
 OU0046'METAL PIPE CAP ATTACHED TO A 3-INCH METAL PIPE THAT PROJECTS 0.15 M
 OU0046'(0.49 FT) ABOVE THE GROUND SURFACE. LOCATED 16.0 M (52.5 FT) SOUTH OF
 OU0046'THE PAVED ROAD CENTER, 29.4 M (96.5 FT) NORTHEAST OF THE NEAR RAIL OF
 OU0046'THE RAILROAD, 13.4 M (44.0 FT) SOUTHEAST OF THE CENTER OF THE DIRT
 OU0046'ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE PAVED ROAD, AND 0.4 M (1.3
 OU0046'FT) NORTHWEST OF A WITNESS POST.
 OU0046
 OU0046                          STATION RECOVERY (1999)
 OU0046
 OU0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OU0046'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 OU0046'CONDITION AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0193 ***********************************************************************
 PV0193  DESIGNATION -  U 60
 PV0193  PID         -  PV0193
 PV0193  STATE/COUNTY-  WY/CAMPBELL
 PV0193  USGS QUAD   -  ROCKYPOINT (1972)
 PV0193
 PV0193                         *CURRENT SURVEY CONTROL
 PV0193  ___________________________________________________________________
 PV0193* NAD 83(1986)-  44 55 35.     (N)    105 04 53.     (W)     SCALED    
 PV0193* NAVD 88     -      1192.105  (meters)    3911.10   (feet)  ADJUSTED  
 PV0193  ___________________________________________________________________
 PV0193  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0193  DYNAMIC HT  -        1191.749 (meters)    3909.93  (feet)  COMP
 PV0193  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 PV0193
 PV0193  VERT ORDER  -  SECOND    CLASS 0
 PV0193
 PV0193.The horizontal coordinates were scaled from a topographic map and have
 PV0193.an estimated accuracy of +/- 6 seconds.
 PV0193
 PV0193.The orthometric height was determined by differential leveling
 PV0193.and adjusted by the National Geodetic Survey in June 1991..
 PV0193
 PV0193.The geoid height was determined by GEOID03.
 PV0193
 PV0193.The dynamic height is computed by dividing the NAVD 88
 PV0193.geopotential number by the normal gravity value computed on the
 PV0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0193.degrees latitude (g = 980.6199 gals.).
 PV0193
 PV0193.The modeled gravity was interpolated from observed gravity values.
 PV0193
 PV0193;                    North         East    Units  Estimated Accuracy
 PV0193;SPC WY E     -   491,690.      206,730.      MT  (+/- 180 meters Scaled)
 PV0193
 PV0193                          SUPERSEDED SURVEY CONTROL
 PV0193
 PV0193  NGVD 29 (??/??/92) 1191.480  (m)         3909.05   (f) ADJ UNCH    2 0
 PV0193
 PV0193.Superseded values are not recommended for survey control.
 PV0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0193.See file dsdata.txt to determine how the superseded data were derived.
 PV0193
 PV0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK935747(NAD 83)
 PV0193_MARKER: DB = BENCH MARK DISK
 PV0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0193_STAMPING: U 60 1934
 PV0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0193+STABILITY: SURFACE MOTION
 PV0193
 PV0193  HISTORY     - Date     Condition        Report By
 PV0193  HISTORY     - 1934     MONUMENTED       CGS
 PV0193  HISTORY     - 1953     GOOD             NGS
 PV0193
 PV0193                          STATION DESCRIPTION
 PV0193
 PV0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0193'2 MI NE FROM ROCKYPOINT.
 PV0193'ABOUT 2.0 MILES NORTHEAST ALONG THE ROAD LEADING TO LIGHTNING
 PV0193'FLAT FROM ROCKYPOINT, CAMPBELL COUNTY, NEAR A FENCE CORNER AT A
 PV0193'TURN, 33.5 FEET NORTHWEST OF A UNITED STATES GENERAL LAND OFFICE
 PV0193'SURVEY STAKE.  67 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 PV0193'6.0 FEET SOUTH FO AN EAST-AND-WEST FENCE, AND 5.0 FEET EAST OF A
 PV0193'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED U 60 1934 AND
 PV0193'SET IN THE TOP OF A CONCRETE POST.
 PV0193
 PV0193                          STATION RECOVERY (1953)
 PV0193
 PV0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PV0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0135 ***********************************************************************
 PV0135  DESIGNATION -  U 61
 PV0135  PID         -  PV0135
 PV0135  STATE/COUNTY-  WY/CROOK
 PV0135  USGS QUAD   -  THE ROCKS (1984)
 PV0135
 PV0135                         *CURRENT SURVEY CONTROL
 PV0135  ___________________________________________________________________
 PV0135* NAD 83(1986)-  44 24 10.     (N)    104 30 34.     (W)     SCALED    
 PV0135* NAVD 88     -      1498.641  (meters)    4916.79   (feet)  ADJUSTED  
 PV0135  ___________________________________________________________________
 PV0135  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 PV0135  DYNAMIC HT  -        1498.039 (meters)    4914.82  (feet)  COMP
 PV0135  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 PV0135
 PV0135  VERT ORDER  -  SECOND    CLASS 0
 PV0135
 PV0135.The horizontal coordinates were scaled from a topographic map and have
 PV0135.an estimated accuracy of +/- 6 seconds.
 PV0135
 PV0135.The orthometric height was determined by differential leveling
 PV0135.and adjusted by the National Geodetic Survey in June 1991..
 PV0135
 PV0135.The geoid height was determined by GEOID03.
 PV0135
 PV0135.The dynamic height is computed by dividing the NAVD 88
 PV0135.geopotential number by the normal gravity value computed on the
 PV0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0135.degrees latitude (g = 980.6199 gals.).
 PV0135
 PV0135.The modeled gravity was interpolated from observed gravity values.
 PV0135
 PV0135;                    North         East    Units  Estimated Accuracy
 PV0135;SPC WY E     -   433,710.      252,350.      MT  (+/- 180 meters Scaled)
 PV0135
 PV0135                          SUPERSEDED SURVEY CONTROL
 PV0135
 PV0135  NGVD 29 (??/??/92) 1497.994  (m)         4914.67   (f) ADJ UNCH    2 0
 PV0135
 PV0135.Superseded values are not recommended for survey control.
 PV0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0135.See file dsdata.txt to determine how the superseded data were derived.
 PV0135
 PV0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK390167(NAD 83)
 PV0135_MARKER: DB = BENCH MARK DISK
 PV0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0135_STAMPING: U 61 1934
 PV0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0135+STABILITY: SURFACE MOTION
 PV0135
 PV0135  HISTORY     - Date     Condition        Report By
 PV0135  HISTORY     - 1934     MONUMENTED       CGS
 PV0135  HISTORY     - 1959     GOOD             NGS
 PV0135
 PV0135                          STATION DESCRIPTION
 PV0135
 PV0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0135'7.8 MI W FROM SUNDANCE.
 PV0135'7.8 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE COUNTY COURTHOUSE
 PV0135'AT SUNDANCE, CROOK COUNTY, NEAR THE CREST OF A SMALL HILL, ABOUT
 PV0135'60 FEET EAST OF THE DEEPEST CUT IN THE HILL, 45 FEET SOUTH
 PV0135'OF THE CENTER LINE OF THE HIGHWAY, AND 5 FEET NORTH OF THE
 PV0135'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 61 1934 AND
 PV0135'SET IN THE TOP OF A CONCRETE POST.
 PV0135
 PV0135                          STATION RECOVERY (1959)
 PV0135
 PV0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 PV0135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0136 ***********************************************************************
 PV0136  DESIGNATION -  U 61 RESET
 PV0136  PID         -  PV0136
 PV0136  STATE/COUNTY-  WY/CROOK
 PV0136  USGS QUAD   -  THE ROCKS (1984)
 PV0136
 PV0136                         *CURRENT SURVEY CONTROL
 PV0136  ___________________________________________________________________
 PV0136* NAD 83(1986)-  44 24 09.     (N)    104 30 34.     (W)     SCALED    
 PV0136* NAVD 88     -      1495.36   (meters)    4906.0    (feet)  RESET     
 PV0136  ___________________________________________________________________
 PV0136  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 PV0136
 PV0136  VERT ORDER  -  THIRD
 PV0136
 PV0136.The horizontal coordinates were scaled from a topographic map and have
 PV0136.an estimated accuracy of +/- 6 seconds.
 PV0136
 PV0136.The orthometric height was computed from unverified reset data.
 PV0136
 PV0136.The geoid height was determined by GEOID03.
 PV0136
 PV0136;                    North         East    Units  Estimated Accuracy
 PV0136;SPC WY E     -   433,680.      252,350.      MT  (+/- 180 meters Scaled)
 PV0136
 PV0136                          SUPERSEDED SURVEY CONTROL
 PV0136
 PV0136  NGVD 29 (03/28/06) 1494.72   (m)         4903.9    (f) RESET       3  
 PV0136
 PV0136.Superseded values are not recommended for survey control.
 PV0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0136.See file dsdata.txt to determine how the superseded data were derived.
 PV0136
 PV0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK390166(NAD 83)
 PV0136_MARKER: DD = SURVEY DISK
 PV0136_SETTING: 0 = UNSPECIFIED SETTING
 PV0136_STAMPING: U 61 RESET 1974
 PV0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0136
 PV0136  HISTORY     - Date     Condition        Report By
 PV0136  HISTORY     - 1974     MONUMENTED       WYHD
 PV0136
 PV0136                          STATION DESCRIPTION
 PV0136
 PV0136'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1974
 PV0136'5.8 MI W FROM SUNDANCE.
 PV0136'7.6 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE COUNTY COURTHOUSE
 PV0136'AT SUNDANCE, CROOK COUNTY, WYOMING, 45 FEET SOUTH OF THE CENTER
 PV0136'LINE OF THE HIGHWAY, 4 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 PV0136'AT THE EAST END OF HIGHWAY CUT SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0121 ***********************************************************************
 NQ0121  DESIGNATION -  U 63
 NQ0121  PID         -  NQ0121
 NQ0121  STATE/COUNTY-  WY/PLATTE
 NQ0121  USGS QUAD   -  GUERNSEY RESERVOIR (1990)
 NQ0121
 NQ0121                         *CURRENT SURVEY CONTROL
 NQ0121  ___________________________________________________________________
 NQ0121* NAD 83(1986)-  42 19 39.     (N)    104 52 25.     (W)     SCALED    
 NQ0121* NAVD 88     -      1354.628  (meters)    4444.31   (feet)  ADJUSTED  
 NQ0121  ___________________________________________________________________
 NQ0121  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0121  DYNAMIC HT  -        1353.797 (meters)    4441.58  (feet)  COMP
 NQ0121  MODELED GRAV-     979,961.0   (mgal)                       NAVD 88
 NQ0121
 NQ0121  VERT ORDER  -  FIRST     CLASS II
 NQ0121
 NQ0121.The horizontal coordinates were scaled from a topographic map and have
 NQ0121.an estimated accuracy of +/- 6 seconds.
 NQ0121
 NQ0121.The orthometric height was determined by differential leveling
 NQ0121.and adjusted by the National Geodetic Survey in June 1991..
 NQ0121
 NQ0121.The geoid height was determined by GEOID03.
 NQ0121
 NQ0121.The dynamic height is computed by dividing the NAVD 88
 NQ0121.geopotential number by the normal gravity value computed on the
 NQ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0121.degrees latitude (g = 980.6199 gals.).
 NQ0121
 NQ0121.The modeled gravity was interpolated from observed gravity values.
 NQ0121
 NQ0121;                    North         East    Units  Estimated Accuracy
 NQ0121;SPC WY E     -   203,000.      224,150.      MT  (+/- 180 meters Scaled)
 NQ0121
 NQ0121                          SUPERSEDED SURVEY CONTROL
 NQ0121
 NQ0121  NGVD 29 (??/??/92) 1353.853  (m)         4441.77   (f) ADJ UNCH    1 2
 NQ0121
 NQ0121.Superseded values are not recommended for survey control.
 NQ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0121.See file dsdata.txt to determine how the superseded data were derived.
 NQ0121
 NQ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG104861(NAD 83)
 NQ0121_MARKER: DB = BENCH MARK DISK
 NQ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0121_STAMPING: U 63 1934
 NQ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0121+STABILITY: SURFACE MOTION
 NQ0121
 NQ0121  HISTORY     - Date     Condition        Report By
 NQ0121  HISTORY     - 1934     MONUMENTED       CGS
 NQ0121  HISTORY     - 1956     GOOD             NGS
 NQ0121
 NQ0121                          STATION DESCRIPTION
 NQ0121
 NQ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0121'16.7 MI SE FROM GLENDO.
 NQ0121'16.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0121'RAILROAD STATION AT GLENDO, 79 FEET SOUTHWEST OF THE SOUTH CORNER
 NQ0121'OF THE STATION AT WENDOVER, 111 FEET SOUTHWEST OF THE SOUTHWEST
 NQ0121'RAIL OF THE MAIN TRACK OF THE CHICAGO, BURLINGTON AND QUINCY
 NQ0121'RAILROAD, 36 FEET WEST OF THE WEST RAIL OF THE COLORADO AND
 NQ0121'SOUTHERN RAILROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 NQ0121'PROJECTS 0.8 FOOT ABOVE THE GROUND, IN SECTION 10, TOWNSHIP
 NQ0121'27 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0073 ***********************************************************************
 NQ0073  DESIGNATION -  U 64
 NQ0073  PID         -  NQ0073
 NQ0073  STATE/COUNTY-  WY/GOSHEN
 NQ0073  USGS QUAD   -  TORRINGTON (1990)
 NQ0073
 NQ0073                         *CURRENT SURVEY CONTROL
 NQ0073  ___________________________________________________________________
 NQ0073* NAD 83(1986)-  42 03 45.     (N)    104 11 06.     (W)     SCALED    
 NQ0073* NAVD 88     -      1250.918  (meters)    4104.05   (feet)  ADJUSTED  
 NQ0073  ___________________________________________________________________
 NQ0073  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 NQ0073  DYNAMIC HT  -        1250.127 (meters)    4101.46  (feet)  COMP
 NQ0073  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 NQ0073
 NQ0073  VERT ORDER  -  SECOND    CLASS 0
 NQ0073
 NQ0073.The horizontal coordinates were scaled from a topographic map and have
 NQ0073.an estimated accuracy of +/- 6 seconds.
 NQ0073
 NQ0073.The orthometric height was determined by differential leveling
 NQ0073.and adjusted by the National Geodetic Survey in June 1991..
 NQ0073
 NQ0073.The geoid height was determined by GEOID03.
 NQ0073
 NQ0073.The dynamic height is computed by dividing the NAVD 88
 NQ0073.geopotential number by the normal gravity value computed on the
 NQ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0073.degrees latitude (g = 980.6199 gals.).
 NQ0073
 NQ0073.The modeled gravity was interpolated from observed gravity values.
 NQ0073
 NQ0073;                    North         East    Units  Estimated Accuracy
 NQ0073;SPC WY E     -   173,990.      281,250.      MT  (+/- 180 meters Scaled)
 NQ0073
 NQ0073                          SUPERSEDED SURVEY CONTROL
 NQ0073
 NQ0073  NGVD 29 (??/??/92) 1250.182  (m)         4101.64   (f) ADJ UNCH    2 0
 NQ0073
 NQ0073.Superseded values are not recommended for survey control.
 NQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0073.See file dsdata.txt to determine how the superseded data were derived.
 NQ0073
 NQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG674570(NAD 83)
 NQ0073_MARKER: DB = BENCH MARK DISK
 NQ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0073_STAMPING: U 64 1934
 NQ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0073+STABILITY: SURFACE MOTION
 NQ0073
 NQ0073  HISTORY     - Date     Condition        Report By
 NQ0073  HISTORY     - 1934     MONUMENTED       CGS
 NQ0073  HISTORY     - 1958     GOOD             NGS
 NQ0073  HISTORY     - 1963     MARK NOT FOUND   USGS
 NQ0073
 NQ0073                          STATION DESCRIPTION
 NQ0073
 NQ0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NQ0073'AT TORRINGTON.
 NQ0073'AT TORRINGTON, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 NQ0073'40.4 FEET EAST OF THE CENTERLINE OF THE WATER TANK, IN A SMALL
 NQ0073'PARK, 63.7 FEET SOUTHEAST OF A SEMAPHORE POLE, AND 26.2 FEET
 NQ0073'SOUTHEAST OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED U 64
 NQ0073'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED
 NQ0073'IN 1941 THAT THE PARK IS GONE.  THE MARK IS NOW 155 FEET WEST ALONG
 NQ0073'THE MAIN TRACK OF THE CB AND QRR, 26 FEET SOUTH OF THE SOUTH RAIL,
 NQ0073'AND 1/2 FOOT SOUTH OF THE SOUTHWEST CORNER OF A WOOD SET-OFF.
 NQ0073
 NQ0073                          STATION RECOVERY (1963)
 NQ0073
 NQ0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NQ0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0065 ***********************************************************************
 MP0065  DESIGNATION -  U 65
 MP0065  PID         -  MP0065
 MP0065  STATE/COUNTY-  WY/ALBANY
 MP0065  USGS QUAD   -  CENTENNIAL (1992)
 MP0065
 MP0065                         *CURRENT SURVEY CONTROL
 MP0065  ___________________________________________________________________
 MP0065* NAD 83(1986)-  41 15 47.     (N)    106 08 10.     (W)     SCALED    
 MP0065* NAVD 88     -      2397.081  (meters)    7864.42   (feet)  ADJUSTED  
 MP0065  ___________________________________________________________________
 MP0065  GEOID HEIGHT-         -10.69  (meters)                     GEOID03
 MP0065  DYNAMIC HT  -        2394.812 (meters)    7856.98  (feet)  COMP
 MP0065  MODELED GRAV-     979,589.8   (mgal)                       NAVD 88
 MP0065
 MP0065  VERT ORDER  -  FIRST     CLASS II
 MP0065
 MP0065.The horizontal coordinates were scaled from a topographic map and have
 MP0065.an estimated accuracy of +/- 6 seconds.
 MP0065
 MP0065.The orthometric height was determined by differential leveling
 MP0065.and adjusted by the National Geodetic Survey in June 1991..
 MP0065
 MP0065.The geoid height was determined by GEOID03.
 MP0065
 MP0065.The dynamic height is computed by dividing the NAVD 88
 MP0065.geopotential number by the normal gravity value computed on the
 MP0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0065.degrees latitude (g = 980.6199 gals.).
 MP0065
 MP0065.The modeled gravity was interpolated from observed gravity values.
 MP0065
 MP0065;                    North         East    Units  Estimated Accuracy
 MP0065;SPC WY E     -    85,190.      118,770.      MT  (+/- 180 meters Scaled)
 MP0065
 MP0065                          SUPERSEDED SURVEY CONTROL
 MP0065
 MP0065  NGVD 29 (??/??/92) 2395.85   (m)         7860.4    (f) COMPUTED    1 2
 MP0065
 MP0065.Superseded values are not recommended for survey control.
 MP0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0065.See file dsdata.txt to determine how the superseded data were derived.
 MP0065
 MP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF048685(NAD 83)
 MP0065_MARKER: DB = BENCH MARK DISK
 MP0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0065_STAMPING: U 65 1934
 MP0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0065+STABILITY: SURFACE MOTION
 MP0065
 MP0065  HISTORY     - Date     Condition        Report By
 MP0065  HISTORY     - 1934     MONUMENTED       CGS
 MP0065  HISTORY     - 1956     MARK NOT FOUND   NGS
 MP0065  HISTORY     - 1959     MARK NOT FOUND   USGS
 MP0065
 MP0065                          STATION DESCRIPTION
 MP0065
 MP0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0065'2.5 MI S FROM CENTENNIAL.
 MP0065'ORIGINAL DESCRIPTION - 2.5 MILES SOUTH ALONG THE LARAMIE, NORTH PARK
 MP0065'AND WESTERN RAILROAD FROM CENTENNIAL, ABOUT 620 FEET NORTH OF THE
 MP0065'NORTHEAST CORNER OF THE BRICK BUILDING HOUSING CONCENTRATION-PLANT
 MP0065'PROPERTY OF THE WYOMING GOLD AND PLATINUM CO., AND 25 FEET WEST OF THE
 MP0065'CENTERLINE OF THE TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MP0065'POST.  NOTE-- IT MAY HAVE BEEN DESTROYED WHEN AN IRRIGATION DITCH WAS
 MP0065'PUT IN.
 MP0065
 MP0065                          STATION RECOVERY (1959)
 MP0065
 MP0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0097 ***********************************************************************
 MP0097  DESIGNATION -  U 66
 MP0097  PID         -  MP0097
 MP0097  STATE/COUNTY-  WY/ALBANY
 MP0097  USGS QUAD   -  FOXPARK (1992)
 MP0097
 MP0097                         *CURRENT SURVEY CONTROL
 MP0097  ___________________________________________________________________
 MP0097* NAD 83(1986)-  41 01 34.     (N)    106 08 22.     (W)     SCALED    
 MP0097* NAVD 88     -      2708.515  (meters)    8886.19   (feet)  ADJUSTED  
 MP0097  ___________________________________________________________________
 MP0097  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 MP0097  DYNAMIC HT  -        2705.817 (meters)    8877.33  (feet)  COMP
 MP0097  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 MP0097
 MP0097  VERT ORDER  -  FIRST     CLASS II
 MP0097
 MP0097.The horizontal coordinates were scaled from a topographic map and have
 MP0097.an estimated accuracy of +/- 6 seconds.
 MP0097
 MP0097.The orthometric height was determined by differential leveling
 MP0097.and adjusted by the National Geodetic Survey in June 1991..
 MP0097
 MP0097.The geoid height was determined by GEOID03.
 MP0097
 MP0097.The dynamic height is computed by dividing the NAVD 88
 MP0097.geopotential number by the normal gravity value computed on the
 MP0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0097.degrees latitude (g = 980.6199 gals.).
 MP0097
 MP0097.The modeled gravity was interpolated from observed gravity values.
 MP0097
 MP0097;                    North         East    Units  Estimated Accuracy
 MP0097;SPC WY E     -    58,880.      118,190.      MT  (+/- 180 meters Scaled)
 MP0097
 MP0097                          SUPERSEDED SURVEY CONTROL
 MP0097
 MP0097  NGVD 29 (??/??/92) 2707.210  (m)         8881.90   (f) ADJ UNCH    1 2
 MP0097
 MP0097.Superseded values are not recommended for survey control.
 MP0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0097.See file dsdata.txt to determine how the superseded data were derived.
 MP0097
 MP0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF042422(NAD 83)
 MP0097_MARKER: DB = BENCH MARK DISK
 MP0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0097_STAMPING: U 66 1934
 MP0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0097+STABILITY: SURFACE MOTION
 MP0097
 MP0097  HISTORY     - Date     Condition        Report By
 MP0097  HISTORY     - 1934     MONUMENTED       CGS
 MP0097  HISTORY     - 1956     GOOD             NGS
 MP0097
 MP0097                          STATION DESCRIPTION
 MP0097
 MP0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0097'6.4 MI S FROM FOXPARK.
 MP0097'6.4 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0097'RAILROAD FROM THE STATION AT FOXPARK, 23.2 FEET SOUTHWEST OF THE
 MP0097'SOUTHWEST RAIL, 20.8 FEET SOUTHEAST OF THE 1ST POLE SOUTHEAST OF
 MP0097'MILEPOST 61, 9.5 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 MP0097'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 10,
 MP0097'TOWNSHIP 12 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0138 ***********************************************************************
 NT0138  DESIGNATION -  U 67
 NT0138  PID         -  NT0138
 NT0138  STATE/COUNTY-  WY/LINCOLN
 NT0138  USGS QUAD   -  AFTON (1980)
 NT0138
 NT0138                         *CURRENT SURVEY CONTROL
 NT0138  ___________________________________________________________________
 NT0138* NAD 83(1986)-  42 44 47.     (N)    110 56 00.     (W)     SCALED    
 NT0138* NAVD 88     -      1884.790  (meters)    6183.68   (feet)  ADJUSTED  
 NT0138  ___________________________________________________________________
 NT0138  GEOID HEIGHT-         -10.97  (meters)                     GEOID03
 NT0138  DYNAMIC HT  -        1883.422 (meters)    6179.19  (feet)  COMP
 NT0138  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 NT0138
 NT0138  VERT ORDER  -  SECOND    CLASS 0
 NT0138
 NT0138.The horizontal coordinates were scaled from a topographic map and have
 NT0138.an estimated accuracy of +/- 6 seconds.
 NT0138
 NT0138.The orthometric height was determined by differential leveling
 NT0138.and adjusted by the National Geodetic Survey in June 1991..
 NT0138
 NT0138.The geoid height was determined by GEOID03.
 NT0138
 NT0138.The dynamic height is computed by dividing the NAVD 88
 NT0138.geopotential number by the normal gravity value computed on the
 NT0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0138.degrees latitude (g = 980.6199 gals.).
 NT0138
 NT0138.The modeled gravity was interpolated from observed gravity values.
 NT0138
 NT0138;                    North         East    Units  Estimated Accuracy
 NT0138;SPC WY W     -   349,830.      730,410.      MT  (+/- 180 meters Scaled)
 NT0138
 NT0138                          SUPERSEDED SURVEY CONTROL
 NT0138
 NT0138  NGVD 29 (??/??/92) 1883.497  (m)         6179.44   (f) ADJ UNCH    2 0
 NT0138
 NT0138.Superseded values are not recommended for survey control.
 NT0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0138.See file dsdata.txt to determine how the superseded data were derived.
 NT0138
 NT0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN054326(NAD 83)
 NT0138_MARKER: DB = BENCH MARK DISK
 NT0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0138_STAMPING: U 67 1934
 NT0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0138+STABILITY: SURFACE MOTION
 NT0138
 NT0138  HISTORY     - Date     Condition        Report By
 NT0138  HISTORY     - 1934     MONUMENTED       CGS
 NT0138
 NT0138                          STATION DESCRIPTION
 NT0138
 NT0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0138'1.7 MI N FROM AFTON.
 NT0138'1.7 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE STAR VALLEY HIGH SCHOOL
 NT0138'AT AFTON, LINCOLN COUNTY, 150 FEET WEST OF THE CARROL ANDERSON
 NT0138'FARMHOUSE, 66 FEET NORTHWEST OF THE WEST END OF A CONCRETE CULVERT, 48
 NT0138'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF A POLE,
 NT0138'AND 2 FEET EAST OF THE INTERSECTION OF A SIDE FENCE AND THE
 NT0138'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED U 67 1934 AND SET IN THE
 NT0138'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0055 ***********************************************************************
 NT0055  DESIGNATION -  U 68
 NT0055  PID         -  NT0055
 NT0055  STATE/COUNTY-  WY/LINCOLN
 NT0055  USGS QUAD   -  MARSE (1967)
 NT0055
 NT0055                         *CURRENT SURVEY CONTROL
 NT0055  ___________________________________________________________________
 NT0055* NAD 83(1986)-  42 09 20.     (N)    110 59 33.     (W)     SCALED    
 NT0055* NAVD 88     -      1864.672  (meters)    6117.68   (feet)  ADJUSTED  
 NT0055  ___________________________________________________________________
 NT0055  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 NT0055  DYNAMIC HT  -        1863.160 (meters)    6112.72  (feet)  COMP
 NT0055  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 NT0055
 NT0055  VERT ORDER  -  SECOND    CLASS 0
 NT0055
 NT0055.The horizontal coordinates were scaled from a topographic map and have
 NT0055.an estimated accuracy of +/- 6 seconds.
 NT0055
 NT0055.The orthometric height was determined by differential leveling
 NT0055.and adjusted by the National Geodetic Survey in June 1991..
 NT0055
 NT0055.The geoid height was determined by GEOID03.
 NT0055
 NT0055.The dynamic height is computed by dividing the NAVD 88
 NT0055.geopotential number by the normal gravity value computed on the
 NT0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0055.degrees latitude (g = 980.6199 gals.).
 NT0055
 NT0055.The modeled gravity was interpolated from observed gravity values.
 NT0055
 NT0055;                    North         East    Units  Estimated Accuracy
 NT0055;SPC WY W     -   284,260.      724,860.      MT  (+/- 180 meters Scaled)
 NT0055
 NT0055                          SUPERSEDED SURVEY CONTROL
 NT0055
 NT0055  NGVD 29 (??/??/92) 1863.344  (m)         6113.32   (f) ADJ UNCH    2 0
 NT0055
 NT0055.Superseded values are not recommended for survey control.
 NT0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0055.See file dsdata.txt to determine how the superseded data were derived.
 NT0055
 NT0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM006670(NAD 83)
 NT0055_MARKER: DB = BENCH MARK DISK
 NT0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0055_STAMPING: U 68 1934
 NT0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0055+STABILITY: SURFACE MOTION
 NT0055
 NT0055  HISTORY     - Date     Condition        Report By
 NT0055  HISTORY     - 1934     MONUMENTED       CGS
 NT0055  HISTORY     - 1967     GOOD             USGS
 NT0055
 NT0055                          STATION DESCRIPTION
 NT0055
 NT0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0055'3.4 MI SE FROM BORDER.
 NT0055'3.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING
 NT0055'OF THE WYOMING-IDAHO STATE LINE AT BORDER, LINCOLN COUNTY, 660 FEET
 NT0055'NORTHWEST OF THE SWITCH STAND AT THE SIDING AT MARSE, 330 FEET EAST OF
 NT0055'MILEPOST 89, 600 FEET NORTHWEST OF SEMAPHORE 88.8, 120 FEET NORTH OF
 NT0055'CULVERT 88.93, AND 70 FEET NORTHEAST OF THE TRACK.  A STANDARD DISK,
 NT0055'STAMPED U 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NT0055
 NT0055                          STATION RECOVERY (1967)
 NT0055
 NT0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0214 ***********************************************************************
 PV0214  DESIGNATION -  U 7
 PV0214  PID         -  PV0214
 PV0214  STATE/COUNTY-  WY/CAMPBELL
 PV0214  USGS QUAD   -  ROZET SE (1971)
 PV0214
 PV0214                         *CURRENT SURVEY CONTROL
 PV0214  ___________________________________________________________________
 PV0214* NAD 83(1986)-  44 17 02.     (N)    105 05 28.     (W)     SCALED    
 PV0214* NAVD 88     -      1286.337  (meters)    4220.26   (feet)  ADJUSTED  
 PV0214  ___________________________________________________________________
 PV0214  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0214  DYNAMIC HT  -        1285.815 (meters)    4218.54  (feet)  COMP
 PV0214  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 PV0214
 PV0214  VERT ORDER  -  FIRST     CLASS II
 PV0214
 PV0214.The horizontal coordinates were scaled from a topographic map and have
 PV0214.an estimated accuracy of +/- 6 seconds.
 PV0214
 PV0214.The orthometric height was determined by differential leveling
 PV0214.and adjusted by the National Geodetic Survey in June 1991..
 PV0214
 PV0214.The geoid height was determined by GEOID03.
 PV0214
 PV0214.The dynamic height is computed by dividing the NAVD 88
 PV0214.geopotential number by the normal gravity value computed on the
 PV0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0214.degrees latitude (g = 980.6199 gals.).
 PV0214
 PV0214.The modeled gravity was interpolated from observed gravity values.
 PV0214
 PV0214;                    North         East    Units  Estimated Accuracy
 PV0214;SPC WY E     -   420,290.      206,030.      MT  (+/- 180 meters Scaled)
 PV0214
 PV0214                          SUPERSEDED SURVEY CONTROL
 PV0214
 PV0214  NGVD 29 (??/??/92) 1285.713  (m)         4218.21   (f) ADJ UNCH    1 2
 PV0214
 PV0214.Superseded values are not recommended for survey control.
 PV0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0214.See file dsdata.txt to determine how the superseded data were derived.
 PV0214
 PV0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK927034(NAD 83)
 PV0214_MARKER: P = PIPE CAP
 PV0214_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0214_SP_SET: SHALLOW-SET PIPE
 PV0214_STAMPING: U 7 1908 ELEV 4218.272 FT
 PV0214_MARK LOGO: CGS   
 PV0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0214
 PV0214  HISTORY     - Date     Condition        Report By
 PV0214  HISTORY     - 1908     MONUMENTED       CGS
 PV0214  HISTORY     - 1957     GOOD             NGS
 PV0214  HISTORY     - 1985     POOR             NGS
 PV0214  HISTORY     - 20000609 MARK NOT FOUND   USGS
 PV0214
 PV0214                          STATION DESCRIPTION
 PV0214
 PV0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0214'7.3 MI W FROM MOORCROFT.
 PV0214'7.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0214'FROM THE STATION AT MOORCROFT, 0.35 MILE WEST OF THE
 PV0214'CAMPBELL-CROOK COUNTY LINE, 94 FEET NORTH OF THE NORTH RAIL, 243
 PV0214'FEET EAST OF A LONE 8-INCH COTTONWOOD, 54 FEET NORTH OF A TELEPHONE
 PV0214'POLE, 2 FEET SOUTH OF A FENCE LINE, 1 FOOT WEST OF A WITNESS POST,
 PV0214'ABOUT 3 FEET LOWER THAN THE TRACK, A CAP ON A 3-INCH IRON PIPE
 PV0214'PROJECTING 10 INCHES
 PV0214
 PV0214                          STATION RECOVERY (1985)
 PV0214
 PV0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0214'RECOVERED IN POOR CONDITION.  MARK HAS BEEN DISTURBED.
 PV0214
 PV0214                          STATION RECOVERY (2000)
 PV0214
 PV0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0214'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0300 ***********************************************************************
 MQ0300  DESIGNATION -  U 71
 MQ0300  PID         -  MQ0300
 MQ0300  STATE/COUNTY-  WY/SWEETWATER
 MQ0300  USGS QUAD   -  GASSON BRIDGE (1980)
 MQ0300
 MQ0300                         *CURRENT SURVEY CONTROL
 MQ0300  ___________________________________________________________________
 MQ0300* NAD 83(1986)-  41 53 46.     (N)    109 42 07.     (W)     SCALED    
 MQ0300* NAVD 88     -      1934.510  (meters)    6346.80   (feet)  ADJUSTED  
 MQ0300  ___________________________________________________________________
 MQ0300  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 MQ0300  DYNAMIC HT  -        1932.923 (meters)    6341.60  (feet)  COMP
 MQ0300  MODELED GRAV-     979,733.1   (mgal)                       NAVD 88
 MQ0300
 MQ0300  VERT ORDER  -  SECOND    CLASS 0
 MQ0300
 MQ0300.The horizontal coordinates were scaled from a topographic map and have
 MQ0300.an estimated accuracy of +/- 6 seconds.
 MQ0300
 MQ0300.The orthometric height was determined by differential leveling
 MQ0300.and adjusted by the National Geodetic Survey in June 1991..
 MQ0300
 MQ0300.The geoid height was determined by GEOID03.
 MQ0300
 MQ0300.The dynamic height is computed by dividing the NAVD 88
 MQ0300.geopotential number by the normal gravity value computed on the
 MQ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0300.degrees latitude (g = 980.6199 gals.).
 MQ0300
 MQ0300.The modeled gravity was interpolated from observed gravity values.
 MQ0300
 MQ0300;                    North         East    Units  Estimated Accuracy
 MQ0300;SPC WYWC     -   155,480.      521,010.      MT  (+/- 180 meters Scaled)
 MQ0300
 MQ0300                          SUPERSEDED SURVEY CONTROL
 MQ0300
 MQ0300  NGVD 29 (??/??/92) 1933.266  (m)         6342.72   (f) ADJ UNCH    2 0
 MQ0300
 MQ0300.Superseded values are not recommended for survey control.
 MQ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0300.See file dsdata.txt to determine how the superseded data were derived.
 MQ0300
 MQ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM076390(NAD 83)
 MQ0300_MARKER: DB = BENCH MARK DISK
 MQ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0300_STAMPING: U 71 1934
 MQ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0300+STABILITY: SURFACE MOTION
 MQ0300
 MQ0300  HISTORY     - Date     Condition        Report By
 MQ0300  HISTORY     - 1934     MONUMENTED       CGS
 MQ0300  HISTORY     - 1958     GOOD             NGS
 MQ0300
 MQ0300                          STATION DESCRIPTION
 MQ0300
 MQ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0300'23.6 MI SW FROM FARSON.
 MQ0300'ABOUT 23.6 MILES SOUTHWEST ALONG THE ROAD LEADING TO GRANGER FROM THE
 MQ0300'POST OFFICE AT FARSON, SWEETWATER COUNTY, ABOUT 10 MILES NORTHEAST OF
 MQ0300'THE STEEL BRIDGE OVER GREEN RIVER, ABOUT 3.6 MILES SOUTH OF BIG SANDY
 MQ0300'CREEK, ABOUT 2.4 MILES NORTH OF THE NORTH END OF BAD LAND HILLS, ABOUT
 MQ0300'200 FEET WEST OF THE SUMMIT OF A BUFF COLORED KNOLL, AND 30 FEET WEST
 MQ0300'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED U 71 1934
 MQ0300'AND SET IN THE TOP OF A CONCRETE POST.
 MQ0300
 MQ0300                          STATION RECOVERY (1958)
 MQ0300
 MQ0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MQ0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0282 ***********************************************************************
 MP0282  DESIGNATION -  U 72
 MP0282  PID         -  MP0282
 MP0282  STATE/COUNTY-  WY/CARBON
 MP0282  USGS QUAD   -  SAVERY (1961)
 MP0282
 MP0282                         *CURRENT SURVEY CONTROL
 MP0282  ___________________________________________________________________
 MP0282* NAD 83(1986)-  41 01 31.     (N)    107 27 41.     (W)     SCALED    
 MP0282* NAVD 88     -      1969.427  (meters)    6461.36   (feet)  ADJUSTED  
 MP0282  ___________________________________________________________________
 MP0282  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 MP0282  DYNAMIC HT  -        1967.643 (meters)    6455.51  (feet)  COMP
 MP0282  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 MP0282
 MP0282  VERT ORDER  -  SECOND    CLASS 0
 MP0282
 MP0282.The horizontal coordinates were scaled from a topographic map and have
 MP0282.an estimated accuracy of +/- 6 seconds.
 MP0282
 MP0282.The orthometric height was determined by differential leveling
 MP0282.and adjusted by the National Geodetic Survey in June 1991..
 MP0282
 MP0282.The geoid height was determined by GEOID03.
 MP0282
 MP0282.The dynamic height is computed by dividing the NAVD 88
 MP0282.geopotential number by the normal gravity value computed on the
 MP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0282.degrees latitude (g = 980.6199 gals.).
 MP0282
 MP0282.The modeled gravity was interpolated from observed gravity values.
 MP0282
 MP0282;                    North         East    Units  Estimated Accuracy
 MP0282;SPC WYEC     -   158,340.      389,230.      MT  (+/- 180 meters Scaled)
 MP0282
 MP0282                          SUPERSEDED SURVEY CONTROL
 MP0282
 MP0282  NGVD 29 (??/??/92) 1968.233  (m)         6457.44   (f) ADJ UNCH    2 0
 MP0282
 MP0282.Superseded values are not recommended for survey control.
 MP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0282.See file dsdata.txt to determine how the superseded data were derived.
 MP0282
 MP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF930444(NAD 83)
 MP0282_MARKER: DB = BENCH MARK DISK
 MP0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0282_STAMPING: U 72 1934
 MP0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0282+STABILITY: SURFACE MOTION
 MP0282
 MP0282  HISTORY     - Date     Condition        Report By
 MP0282  HISTORY     - 1934     MONUMENTED       CGS
 MP0282  HISTORY     - 1955     MARK NOT FOUND   USGS
 MP0282  HISTORY     - 1961     MARK NOT FOUND   USGS
 MP0282
 MP0282                          STATION DESCRIPTION
 MP0282
 MP0282'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 MP0282'0.6 MI W FROM SAVERY.
 MP0282'0.6 MILE WEST ALONG THE DIXON ROAD FROM THE SAVERY MERCANTILE CO. AT
 MP0282'SAVERY, ON THE OUTSIDE OF A CURVE FROM WEST TO SOTHWEST, 63 FEET NORTH
 MP0282'OF THE EAST END OF A SMALL GROUP OF WILLOW TREES, 42 FEET NORTHEAST OF
 MP0282'A CORRUGATED-IRON CULVERT, 25 FEET NORTH OF THE CENTERLINE OF THE
 MP0282'ROAD, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED U 72 1934
 MP0282'AND SET IN THE TOP OF A CONCRETE POST. NOTE-- A NEW HIGHWAY HAS BEEN
 MP0282'BUILT AND FROM ORIGINAL DESCRIPTION THE BENCH MARK WOULD BE NEAR OR
 MP0282'UNDER A LARGE FILL ON THE NEW HIGHWAY.
 MP0282
 MP0282                          STATION RECOVERY (1961)
 MP0282
 MP0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MP0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0094 ***********************************************************************
 MR0094  DESIGNATION -  U 73
 MR0094  PID         -  MR0094
 MR0094  STATE/COUNTY-  WY/UINTA
 MR0094  USGS QUAD   -  LONETREE (1980)
 MR0094
 MR0094                         *CURRENT SURVEY CONTROL
 MR0094  ___________________________________________________________________
 MR0094* NAD 83(1986)-  41 06 16.     (N)    110 10 33.     (W)     SCALED    
 MR0094* NAVD 88     -      2285.718  (meters)    7499.06   (feet)  ADJUSTED  
 MR0094  ___________________________________________________________________
 MR0094  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 MR0094  DYNAMIC HT  -        2283.534 (meters)    7491.89  (feet)  COMP
 MR0094  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 MR0094
 MR0094  VERT ORDER  -  SECOND    CLASS 0
 MR0094
 MR0094.The horizontal coordinates were scaled from a topographic map and have
 MR0094.an estimated accuracy of +/- 6 seconds.
 MR0094
 MR0094.The orthometric height was determined by differential leveling
 MR0094.and adjusted by the National Geodetic Survey in June 1991..
 MR0094
 MR0094.The geoid height was determined by GEOID03.
 MR0094
 MR0094.The dynamic height is computed by dividing the NAVD 88
 MR0094.geopotential number by the normal gravity value computed on the
 MR0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0094.degrees latitude (g = 980.6199 gals.).
 MR0094
 MR0094.The modeled gravity was interpolated from observed gravity values.
 MR0094
 MR0094;                    North         East    Units  Estimated Accuracy
 MR0094;SPC WY W     -   167,120.      792,230.      MT  (+/- 180 meters Scaled)
 MR0094
 MR0094                          SUPERSEDED SURVEY CONTROL
 MR0094
 MR0094  NGVD 29 (??/??/92) 2284.303  (m)         7494.42   (f) ADJ UNCH    2 0
 MR0094
 MR0094.Superseded values are not recommended for survey control.
 MR0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0094.See file dsdata.txt to determine how the superseded data were derived.
 MR0094
 MR0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL692506(NAD 83)
 MR0094_MARKER: DB = BENCH MARK DISK
 MR0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0094_STAMPING: U 73 1934
 MR0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0094+STABILITY: SURFACE MOTION
 MR0094
 MR0094  HISTORY     - Date     Condition        Report By
 MR0094  HISTORY     - 1934     MONUMENTED       CGS
 MR0094  HISTORY     - 1964     MARK NOT FOUND   USGS
 MR0094
 MR0094                          STATION DESCRIPTION
 MR0094
 MR0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0094'4.0 MI N FROM LONETREE.
 MR0094'4.0 MILES NORTH ALONG THE ROAD LEADING TO LYMAN FROM THE NEW (1934)
 MR0094'SCHOOLHOUSE AT LONETREE.  UINTA COUNTY, 183 FEET NORTH OF A SMALL
 MR0094'BRIDGE, ON A SUMMIT, IN A ROCK OUTCROP, AND 48 FEET FROM THE CENTER
 MR0094'LINE OF THE ROAD.  A STANDARD DISK, STAMPED U 73 1934 AND SET IN THE
 MR0094'TOP OF A CONCRETE POST.
 MR0094
 MR0094                          STATION RECOVERY (1964)
 MR0094
 MR0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 MR0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0152 ***********************************************************************
 MP0152  DESIGNATION -  U 74
 MP0152  PID         -  MP0152
 MP0152  STATE/COUNTY-  WY/CARBON
 MP0152  USGS QUAD   -  ENCAMPMENT (1983)
 MP0152
 MP0152                         *CURRENT SURVEY CONTROL
 MP0152  ___________________________________________________________________
 MP0152* NAD 83(1986)-  41 12 47.     (N)    106 47 10.     (W)     SCALED    
 MP0152* NAVD 88     -      2201.854  (meters)    7223.92   (feet)  ADJUSTED  
 MP0152  ___________________________________________________________________
 MP0152  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 MP0152  DYNAMIC HT  -        2199.831 (meters)    7217.28  (feet)  COMP
 MP0152  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 MP0152
 MP0152  VERT ORDER  -  SECOND    CLASS 0
 MP0152
 MP0152.The horizontal coordinates were scaled from a topographic map and have
 MP0152.an estimated accuracy of +/- 6 seconds.
 MP0152
 MP0152.The orthometric height was determined by differential leveling
 MP0152.and adjusted by the National Geodetic Survey in June 1991..
 MP0152
 MP0152.The geoid height was determined by GEOID03.
 MP0152
 MP0152.The dynamic height is computed by dividing the NAVD 88
 MP0152.geopotential number by the normal gravity value computed on the
 MP0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0152.degrees latitude (g = 980.6199 gals.).
 MP0152
 MP0152.The modeled gravity was interpolated from observed gravity values.
 MP0152
 MP0152;                    North         East    Units  Estimated Accuracy
 MP0152;SPC WYEC     -   179,330.      445,890.      MT  (+/- 180 meters Scaled)
 MP0152
 MP0152                          SUPERSEDED SURVEY CONTROL
 MP0152
 MP0152  NGVD 29 (??/??/92) 2200.629  (m)         7219.90   (f) ADJ UNCH    2 0
 MP0152
 MP0152.Superseded values are not recommended for survey control.
 MP0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0152.See file dsdata.txt to determine how the superseded data were derived.
 MP0152
 MP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF502639(NAD 83)
 MP0152_MARKER: DB = BENCH MARK DISK
 MP0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0152_STAMPING: U 74 1934
 MP0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0152+STABILITY: SURFACE MOTION
 MP0152
 MP0152  HISTORY     - Date     Condition        Report By
 MP0152  HISTORY     - 1934     MONUMENTED       CGS
 MP0152  HISTORY     - 1959     POOR             USGS
 MP0152
 MP0152                          STATION DESCRIPTION
 MP0152
 MP0152'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0152'IN ENCAMPMENT.
 MP0152'AT ENCAMPMENT, ABOUT 285 FEET NORTH OF THE NORTH CORNER OF THE
 MP0152'SARATOGA AND ENCAMPMENT VALLEY RAILROAD STATION, 110 FEET NORTH OF THE
 MP0152'CENTER OF THE CROSSING OF THE MAIN TRACK AND THE ROAD LEADING TO
 MP0152'RIVERSIDE, 60 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 66
 MP0152'FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 MP0152'STAMPED U 74 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 MP0152'CONCRETE POST AND DISK WERE FOUND BUT THEY HAD EVIDENTLY BEEN HIT BY A
 MP0152'ROAD GRADER AS THE DISK WAS BADLY DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0134 ***********************************************************************
 MP0134  DESIGNATION -  U 75
 MP0134  PID         -  MP0134
 MP0134  STATE/COUNTY-  WY/CARBON
 MP0134  USGS QUAD   -  SARATOGA (1961)
 MP0134
 MP0134                         *CURRENT SURVEY CONTROL
 MP0134  ___________________________________________________________________
 MP0134* NAD 83(1986)-  41 27 07.     (N)    106 48 07.     (W)     SCALED    
 MP0134* NAVD 88     -      2071.167  (meters)    6795.15   (feet)  ADJUSTED  
 MP0134  ___________________________________________________________________
 MP0134  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 MP0134  DYNAMIC HT  -        2069.355 (meters)    6789.21  (feet)  COMP
 MP0134  MODELED GRAV-     979,674.1   (mgal)                       NAVD 88
 MP0134
 MP0134  VERT ORDER  -  SECOND    CLASS 0
 MP0134
 MP0134.The horizontal coordinates were scaled from a topographic map and have
 MP0134.an estimated accuracy of +/- 6 seconds.
 MP0134
 MP0134.The orthometric height was determined by differential leveling
 MP0134.and adjusted by the National Geodetic Survey in June 1991..
 MP0134
 MP0134.The geoid height was determined by GEOID03.
 MP0134
 MP0134.The dynamic height is computed by dividing the NAVD 88
 MP0134.geopotential number by the normal gravity value computed on the
 MP0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0134.degrees latitude (g = 980.6199 gals.).
 MP0134
 MP0134.The modeled gravity was interpolated from observed gravity values.
 MP0134
 MP0134;                    North         East    Units  Estimated Accuracy
 MP0134;SPC WYEC     -   205,850.      444,400.      MT  (+/- 180 meters Scaled)
 MP0134
 MP0134                          SUPERSEDED SURVEY CONTROL
 MP0134
 MP0134  NGVD 29 (??/??/92) 2070.009  (m)         6791.35   (f) ADJ UNCH    2 0
 MP0134
 MP0134.Superseded values are not recommended for survey control.
 MP0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0134.See file dsdata.txt to determine how the superseded data were derived.
 MP0134
 MP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF494904(NAD 83)
 MP0134_MARKER: DB = BENCH MARK DISK
 MP0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0134_SP_SET: PIER
 MP0134_STAMPING: U 75 1934
 MP0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0134
 MP0134  HISTORY     - Date     Condition        Report By
 MP0134  HISTORY     - 1934     MONUMENTED       CGS
 MP0134
 MP0134                          STATION DESCRIPTION
 MP0134
 MP0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0134'IN SARATOGA.
 MP0134'AT SARATOGA, ON THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD, AT THE
 MP0134'NORTH ONE OF TWO STEEL BRIDGES OVER NORTH PLATTE RIVER, AND IN THE TOP
 MP0134'OF THE WEST END OF THE NORTH CONCRETE PIER.  A STANDARD DISK, STAMPED
 MP0134'U 75 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0239 ***********************************************************************
 MP0239  DESIGNATION -  U 76
 MP0239  PID         -  MP0239
 MP0239  STATE/COUNTY-  WY/CARBON
 MP0239  USGS QUAD   -  SINCLAIR (1981)
 MP0239
 MP0239                         *CURRENT SURVEY CONTROL
 MP0239  ___________________________________________________________________
 MP0239* NAD 83(1986)-  41 46 43.     (N)    107 06 39.     (W)     SCALED    
 MP0239* NAVD 88     -      2010.649  (meters)    6596.60   (feet)  ADJUSTED  
 MP0239  ___________________________________________________________________
 MP0239  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MP0239  DYNAMIC HT  -        2008.967 (meters)    6591.09  (feet)  COMP
 MP0239  MODELED GRAV-     979,714.1   (mgal)                       NAVD 88
 MP0239
 MP0239  VERT ORDER  -  FIRST     CLASS II
 MP0239
 MP0239.The horizontal coordinates were scaled from a topographic map and have
 MP0239.an estimated accuracy of +/- 6 seconds.
 MP0239
 MP0239.The orthometric height was determined by differential leveling
 MP0239.and adjusted by the National Geodetic Survey in June 1991..
 MP0239.WARNING-Repeat measurements at this control monument indicate possible
 MP0239.vertical movement.
 MP0239
 MP0239.The geoid height was determined by GEOID03.
 MP0239
 MP0239.The dynamic height is computed by dividing the NAVD 88
 MP0239.geopotential number by the normal gravity value computed on the
 MP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0239.degrees latitude (g = 980.6199 gals.).
 MP0239
 MP0239.The modeled gravity was interpolated from observed gravity values.
 MP0239
 MP0239;                    North         East    Units  Estimated Accuracy
 MP0239;SPC WYEC     -   242,010.      418,500.      MT  (+/- 180 meters Scaled)
 MP0239
 MP0239                          SUPERSEDED SURVEY CONTROL
 MP0239
 MP0239  NGVD 29 (06/08/92) 2009.514  (m)         6592.88   (f) ADJUSTED    1 2
 MP0239
 MP0239.Superseded values are not recommended for survey control.
 MP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0239.See file dsdata.txt to determine how the superseded data were derived.
 MP0239
 MP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG245273(NAD 83)
 MP0239_MARKER: DB = BENCH MARK DISK
 MP0239_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MP0239+WITH SETTING: PAVEMENT
 MP0239_STAMPING: U 76 1934
 MP0239_MARK LOGO: CGS   
 MP0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0239+STABILITY: SURFACE MOTION
 MP0239
 MP0239  HISTORY     - Date     Condition        Report By
 MP0239  HISTORY     - 1934     MONUMENTED       CGS
 MP0239  HISTORY     - 1947     GOOD             NGS
 MP0239  HISTORY     - 1983     GOOD             NGS
 MP0239
 MP0239                          STATION DESCRIPTION
 MP0239
 MP0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0239'IN PARCO (SINCLAIR).
 MP0239'AT PARCO, CARBON COUNTY, AT THE PARCO WATER PURIFICATION PLANT, AT A
 MP0239'STEEL WATER TANK TOWER, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 MP0239'SOUTHWEST CONCRETE FOOTING, AND SET EQUAL DISTANCE FROM THE SOUTHEAST
 MP0239'AND SOUTHWEST EDGES.  A STANDARD DISK.
 MP0239
 MP0239                          STATION RECOVERY (1983)
 MP0239
 MP0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0121 ***********************************************************************
 OX0121  DESIGNATION -  U 77
 OX0121  PID         -  OX0121
 OX0121  STATE/COUNTY-  WY/LINCOLN
 OX0121  USGS QUAD   -  PINE CREEK (1996)
 OX0121
 OX0121                         *CURRENT SURVEY CONTROL
 OX0121  ___________________________________________________________________
 OX0121* NAD 83(1986)-  43 12 22.     (N)    110 49 22.     (W)     SCALED    
 OX0121* NAVD 88     -      1770.999  (meters)    5810.35   (feet)  ADJUSTED  
 OX0121  ___________________________________________________________________
 OX0121  GEOID HEIGHT-         -10.32  (meters)                     GEOID03
 OX0121  DYNAMIC HT  -        1769.784 (meters)    5806.37  (feet)  COMP
 OX0121  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 OX0121
 OX0121  VERT ORDER  -  SECOND    CLASS 0
 OX0121
 OX0121.The horizontal coordinates were scaled from a topographic map and have
 OX0121.an estimated accuracy of +/- 6 seconds.
 OX0121
 OX0121.The orthometric height was determined by differential leveling
 OX0121.and adjusted by the National Geodetic Survey in June 1991..
 OX0121
 OX0121.The geoid height was determined by GEOID03.
 OX0121
 OX0121.The dynamic height is computed by dividing the NAVD 88
 OX0121.geopotential number by the normal gravity value computed on the
 OX0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0121.degrees latitude (g = 980.6199 gals.).
 OX0121
 OX0121.The modeled gravity was interpolated from observed gravity values.
 OX0121
 OX0121;                    North         East    Units  Estimated Accuracy
 OX0121;SPC WY W     -   400,820.      739,910.      MT  (+/- 180 meters Scaled)
 OX0121
 OX0121                          SUPERSEDED SURVEY CONTROL
 OX0121
 OX0121  NGVD 29 (??/??/92) 1769.720  (m)         5806.16   (f) ADJ UNCH    2 0
 OX0121
 OX0121.Superseded values are not recommended for survey control.
 OX0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0121.See file dsdata.txt to determine how the superseded data were derived.
 OX0121
 OX0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN143837(NAD 83)
 OX0121_MARKER: DB = BENCH MARK DISK
 OX0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0121_STAMPING: U 77 1948
 OX0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0121+STABILITY: SURFACE MOTION
 OX0121
 OX0121  HISTORY     - Date     Condition        Report By
 OX0121  HISTORY     - 1948     MONUMENTED       CGS
 OX0121  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0121
 OX0121                          STATION DESCRIPTION
 OX0121
 OX0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0121'12.2 MI SW FROM MOUTH OF HOBACK RIVER.
 OX0121'12.2 MILES SOUTHWEST ALONG THE GRAND CANYON ROAD FROM THE MOUTH OF THE
 OX0121'HOBACK RIVER, AT THE NORTHEAST CORNER OF THE INTERSECTION OF THE GRAND
 OX0121'CANYON ROAD AND A TRACK ROAD LEADING SOUTHEAST OF A CAMP GROUND, 39.0
 OX0121'FEET SOUTHWEST OF THE CENTER LINE OF THE GRAND CANYON ROAD, 17.5 FEET
 OX0121'NORTH OF THE CENTER LINE OF THE TRACK ROAD, 9.0 FEET NORTHEAST OF
 OX0121'ALONE PINE TREE, 2.0 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 OX0121'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 OX0121
 OX0121                          STATION RECOVERY (1963)
 OX0121
 OX0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0659 ***********************************************************************
 MO0659  DESIGNATION -  U 78
 MO0659  PID         -  MO0659
 MO0659  STATE/COUNTY-  WY/ALBANY
 MO0659  USGS QUAD   -  JOHNSON RANCH (1978)
 MO0659
 MO0659                         *CURRENT SURVEY CONTROL
 MO0659  ___________________________________________________________________
 MO0659* NAD 83(1986)-  41 06 13.     (N)    105 40 38.     (W)     SCALED    
 MO0659* NAVD 88     -      2278.950  (meters)    7476.86   (feet)  ADJUSTED  
 MO0659  ___________________________________________________________________
 MO0659  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 MO0659  DYNAMIC HT  -        2276.902 (meters)    7470.14  (feet)  COMP
 MO0659  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 MO0659
 MO0659  VERT ORDER  -  SECOND    CLASS 0
 MO0659
 MO0659.The horizontal coordinates were scaled from a topographic map and have
 MO0659.an estimated accuracy of +/- 6 seconds.
 MO0659
 MO0659.The orthometric height was determined by differential leveling
 MO0659.and adjusted by the National Geodetic Survey in June 1991..
 MO0659
 MO0659.The geoid height was determined by GEOID03.
 MO0659
 MO0659.The dynamic height is computed by dividing the NAVD 88
 MO0659.geopotential number by the normal gravity value computed on the
 MO0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0659.degrees latitude (g = 980.6199 gals.).
 MO0659
 MO0659.The modeled gravity was interpolated from observed gravity values.
 MO0659
 MO0659;                    North         East    Units  Estimated Accuracy
 MO0659;SPC WY E     -    67,150.      157,110.      MT  (+/- 180 meters Scaled)
 MO0659
 MO0659                          SUPERSEDED SURVEY CONTROL
 MO0659
 MO0659  NGVD 29 (??/??/92) 2277.838  (m)         7473.21   (f) ADJ UNCH    2 0
 MO0659
 MO0659.Superseded values are not recommended for survey control.
 MO0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0659.See file dsdata.txt to determine how the superseded data were derived.
 MO0659
 MO0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF431504(NAD 83)
 MO0659_MARKER: DB = BENCH MARK DISK
 MO0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0659_STAMPING: U 78 1951
 MO0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0659+STABILITY: SURFACE MOTION
 MO0659
 MO0659  HISTORY     - Date     Condition        Report By
 MO0659  HISTORY     - 1951     MONUMENTED       CGS
 MO0659
 MO0659                          STATION DESCRIPTION
 MO0659
 MO0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0659'10 MI W FROM TIE SIDING.
 MO0659'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0659'TIE SIDING, THENCE 9.0 MILES WEST ALONG A WINDING GRAVELED ROAD,
 MO0659'0.1 MILE NORTHEAST OF A GATE IN AN EAST AND WEST FENCE, 106 YARDS
 MO0659'NORTH OF AN EAST AND WEST FENCE, 90 FEET SOUTH OF THE CENTER LINE
 MO0659'OF THE ROAD, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 MO0659'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0109 ***********************************************************************
 MP0109  DESIGNATION -  U 79
 MP0109  PID         -  MP0109
 MP0109  STATE/COUNTY-  WY/ALBANY
 MP0109  USGS QUAD   -  WOODS LANDING (1992)
 MP0109
 MP0109                         *CURRENT SURVEY CONTROL
 MP0109  ___________________________________________________________________
 MP0109* NAD 83(1986)-  41 06 38.     (N)    106 00 47.     (W)     SCALED    
 MP0109* NAVD 88     -      2280.470  (meters)    7481.84   (feet)  ADJUSTED  
 MP0109  ___________________________________________________________________
 MP0109  GEOID HEIGHT-         -10.89  (meters)                     GEOID03
 MP0109  DYNAMIC HT  -        2278.292 (meters)    7474.70  (feet)  COMP
 MP0109  MODELED GRAV-     979,586.5   (mgal)                       NAVD 88
 MP0109
 MP0109  VERT ORDER  -  SECOND    CLASS 0
 MP0109
 MP0109.The horizontal coordinates were scaled from a topographic map and have
 MP0109.an estimated accuracy of +/- 6 seconds.
 MP0109
 MP0109.The orthometric height was determined by differential leveling
 MP0109.and adjusted by the National Geodetic Survey in June 1991..
 MP0109
 MP0109.The geoid height was determined by GEOID03.
 MP0109
 MP0109.The dynamic height is computed by dividing the NAVD 88
 MP0109.geopotential number by the normal gravity value computed on the
 MP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0109.degrees latitude (g = 980.6199 gals.).
 MP0109
 MP0109.The modeled gravity was interpolated from observed gravity values.
 MP0109
 MP0109;                    North         East    Units  Estimated Accuracy
 MP0109;SPC WY E     -    68,140.      128,910.      MT  (+/- 180 meters Scaled)
 MP0109
 MP0109                          SUPERSEDED SURVEY CONTROL
 MP0109
 MP0109  NGVD 29 (??/??/92) 2279.215  (m)         7477.72   (f) ADJ UNCH    2 0
 MP0109
 MP0109.Superseded values are not recommended for survey control.
 MP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0109.See file dsdata.txt to determine how the superseded data were derived.
 MP0109
 MP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF149515(NAD 83)
 MP0109_MARKER: DB = BENCH MARK DISK
 MP0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0109_STAMPING: U 79 1951
 MP0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0109+STABILITY: SURFACE MOTION
 MP0109
 MP0109  HISTORY     - Date     Condition        Report By
 MP0109  HISTORY     - 1951     MONUMENTED       CGS
 MP0109
 MP0109                          STATION DESCRIPTION
 MP0109
 MP0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MP0109'IN WOODS LANDING.
 MP0109'AT WOODS LANDING, 330 FEET WEST OF THE BRIDGE OVER THE LARAMIE RIVER,
 MP0109'74 FEET WEST OF THE NORTHWEST CORNER OF A DANCE HALL, 105 FEET
 MP0109'SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 230, 42 FEET SOUTH OF
 MP0109'THE CENTER LINE OF A GRAVELED ROAD LEADING EAST, 1.8 FEET EAST OF A
 MP0109'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MP0109'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0544 ***********************************************************************
 MO0544  DESIGNATION -  U 80
 MO0544  PID         -  MO0544
 MO0544  STATE/COUNTY-  WY/LARAMIE
 MO0544  USGS QUAD   -  GRANITE (1978)
 MO0544
 MO0544                         *CURRENT SURVEY CONTROL
 MO0544  ___________________________________________________________________
 MO0544* NAD 83(1986)-  41 04 35.     (N)    105 10 31.     (W)     SCALED    
 MO0544* NAVD 88     -      2260.492  (meters)    7416.30   (feet)  ADJUSTED  
 MO0544  ___________________________________________________________________
 MO0544  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 MO0544  DYNAMIC HT  -        2258.453 (meters)    7409.61  (feet)  COMP
 MO0544  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 MO0544
 MO0544  VERT ORDER  -  SECOND    CLASS 0
 MO0544
 MO0544.The horizontal coordinates were scaled from a topographic map and have
 MO0544.an estimated accuracy of +/- 6 seconds.
 MO0544
 MO0544.The orthometric height was determined by differential leveling
 MO0544.and adjusted by the National Geodetic Survey in June 1991..
 MO0544
 MO0544.The geoid height was determined by GEOID03.
 MO0544
 MO0544.The dynamic height is computed by dividing the NAVD 88
 MO0544.geopotential number by the normal gravity value computed on the
 MO0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0544.degrees latitude (g = 980.6199 gals.).
 MO0544
 MO0544.The modeled gravity was interpolated from observed gravity values.
 MO0544
 MO0544;                    North         East    Units  Estimated Accuracy
 MO0544;SPC WY E     -    64,000.      199,280.      MT  (+/- 180 meters Scaled)
 MO0544
 MO0544                          SUPERSEDED SURVEY CONTROL
 MO0544
 MO0544  NGVD 29 (??/??/92) 2259.402  (m)         7412.72   (f) ADJ UNCH    2 0
 MO0544
 MO0544.Superseded values are not recommended for survey control.
 MO0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0544.See file dsdata.txt to determine how the superseded data were derived.
 MO0544
 MO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF852472(NAD 83)
 MO0544_MARKER: DB = BENCH MARK DISK
 MO0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0544_STAMPING: U 80 1952
 MO0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0544+STABILITY: SURFACE MOTION
 MO0544
 MO0544  HISTORY     - Date     Condition        Report By
 MO0544  HISTORY     - 1952     MONUMENTED       CGS
 MO0544  HISTORY     - 1959     GOOD             NGS
 MO0544
 MO0544                          STATION DESCRIPTION
 MO0544
 MO0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0544'2.5 MI SW FROM GRANITE CANON.
 MO0544'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0544'AT GRANITE CANON, THENCE 1.8 MILES SOUTH ALONG A WINDING GRAVELED
 MO0544'ROAD, BETWEEN TWO SMALL KNOLLS, 53 FEET WEST OF THE CENTER LINE
 MO0544'OF THE GRAVELED ROAD, 13.4 FEET WEST OF A FENCE, 4 FEET SOUTH
 MO0544'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0544'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MO0544
 MO0544                          STATION RECOVERY (1959)
 MO0544
 MO0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MO0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0105 ***********************************************************************
 PX0105  DESIGNATION -  U 83
 PX0105  PID         -  PX0105
 PX0105  STATE/COUNTY-  WY/PARK
 PX0105  USGS QUAD   -  ELK BUTTE (1985)
 PX0105
 PX0105                         *CURRENT SURVEY CONTROL
 PX0105  ___________________________________________________________________
 PX0105* NAD 83(1986)-  44 21 09.     (N)    108 58 06.     (W)     SCALED    
 PX0105* NAVD 88     -      1717.623  (meters)    5635.23   (feet)  ADJUSTED  
 PX0105  ___________________________________________________________________
 PX0105  GEOID HEIGHT-         -11.56  (meters)                     GEOID03
 PX0105  DYNAMIC HT  -        1716.682 (meters)    5632.15  (feet)  COMP
 PX0105  MODELED GRAV-     980,010.1   (mgal)                       NAVD 88
 PX0105
 PX0105  VERT ORDER  -  SECOND    CLASS 0
 PX0105
 PX0105.The horizontal coordinates were scaled from a topographic map and have
 PX0105.an estimated accuracy of +/- 6 seconds.
 PX0105
 PX0105.The orthometric height was determined by differential leveling
 PX0105.and adjusted by the National Geodetic Survey in June 1991..
 PX0105
 PX0105.The geoid height was determined by GEOID03.
 PX0105
 PX0105.The dynamic height is computed by dividing the NAVD 88
 PX0105.geopotential number by the normal gravity value computed on the
 PX0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0105.degrees latitude (g = 980.6199 gals.).
 PX0105
 PX0105.The modeled gravity was interpolated from observed gravity values.
 PX0105
 PX0105;                    North         East    Units  Estimated Accuracy
 PX0105;SPC WYWC     -   427,940.      582,590.      MT  (+/- 180 meters Scaled)
 PX0105
 PX0105                          SUPERSEDED SURVEY CONTROL
 PX0105
 PX0105  NGVD 29 (??/??/92) 1716.510  (m)         5631.58   (f) ADJ UNCH    2 0
 PX0105
 PX0105.Superseded values are not recommended for survey control.
 PX0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0105.See file dsdata.txt to determine how the superseded data were derived.
 PX0105
 PX0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ619130(NAD 83)
 PX0105_MARKER: DB = BENCH MARK DISK
 PX0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0105_STAMPING: U 83 1934
 PX0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0105+STABILITY: SURFACE MOTION
 PX0105
 PX0105  HISTORY     - Date     Condition        Report By
 PX0105  HISTORY     - 1934     MONUMENTED       CGS
 PX0105  HISTORY     - 1941     GOOD             NGS
 PX0105
 PX0105                          STATION DESCRIPTION
 PX0105
 PX0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0105'2.4 MI SE FROM CODY.
 PX0105'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0105'AT CODY, PARK COUNTY, THENCE ABOUT 10 MILES SOUTH ALONG STATE HIGHWAY
 PX0105'20.  ABOUT 1.1 MILES SOUTH OF THE ENTRANCE TO OREGON BASIN, ABOUT 219
 PX0105'FEET NORTH OF THE NORTH CORNER OF A CONCRETE CULVERT, ON THE SOUTH
 PX0105'SIDE OF A SMALL HILL, AND 55 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PX0105'HIGHWAY.  A STANDARD DISK, STAMPED U 83 1934 AND SET IN THE TOP OF A
 PX0105'CONCRETE POST.
 PX0105
 PX0105                          STATION RECOVERY (1941)
 PX0105
 PX0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 PX0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0183 ***********************************************************************
 PX0183  DESIGNATION -  U 84
 PX0183  PID         -  PX0183
 PX0183  STATE/COUNTY-  WY/PARK
 PX0183  USGS QUAD   -  CLARK (1987)
 PX0183
 PX0183                         *CURRENT SURVEY CONTROL
 PX0183  ___________________________________________________________________
 PX0183* NAD 83(1993)-  44 55 46.82521(N)    109 10 27.93130(W)     ADJUSTED  
 PX0183* NAVD 88     -      1307.105  (meters)    4288.39   (feet)  ADJUSTED  
 PX0183  ___________________________________________________________________
 PX0183  LAPLACE CORR-         -22.20  (seconds)                    DEFLEC99
 PX0183  GEOID HEIGHT-         -11.79  (meters)                     GEOID03
 PX0183  DYNAMIC HT  -        1306.536 (meters)    4286.53  (feet)  COMP
 PX0183  MODELED GRAV-     980,137.9   (mgal)                       NAVD 88
 PX0183
 PX0183  HORZ ORDER  -  THIRD
 PX0183  VERT ORDER  -  SECOND    CLASS 0
 PX0183
 PX0183.The horizontal coordinates were established by classical geodetic methods
 PX0183.and adjusted by the National Geodetic Survey in January 1997..
 PX0183
 PX0183.The orthometric height was determined by differential leveling
 PX0183.and adjusted by the National Geodetic Survey in June 1991..
 PX0183
 PX0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0183
 PX0183.The geoid height was determined by GEOID03.
 PX0183
 PX0183.The dynamic height is computed by dividing the NAVD 88
 PX0183.geopotential number by the normal gravity value computed on the
 PX0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0183.degrees latitude (g = 980.6199 gals.).
 PX0183
 PX0183.The modeled gravity was interpolated from observed gravity values.
 PX0183
 PX0183;                    North         East     Units Scale Factor Converg.
 PX0183;SPC WYWC     -   492,137.068   566,496.584   MT  0.99995130   -0 17 59.1
 PX0183;UTM  12      - 4,976,759.197   644,059.207   MT  0.99985519   +1 17 22.2
 PX0183
 PX0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0183!SPC WYWC     -   0.99979695  x   0.99995130  =   0.99974826
 PX0183!UTM  12      -   0.99979695  x   0.99985519  =   0.99965217
 PX0183
 PX0183:                Primary Azimuth Mark                     Grid Az
 PX0183:SPC WYWC     -  WHITE                                    289 40 17.5
 PX0183:UTM  12      -  WHITE                                    288 04 56.2
 PX0183
 PX0183|---------------------------------------------------------------------|
 PX0183| PID    Reference Object                     Distance      Geod. Az  |
 PX0183|                                                           dddmmss.s |
 PX0183| PX0505 WHITE                               APPROX.16.2 KM 2892218.4 |
 PX0183|---------------------------------------------------------------------|
 PX0183
 PX0183                          SUPERSEDED SURVEY CONTROL
 PX0183
 PX0183  NAD 83(1986)-  44 55 46.81369(N)    109 10 27.90315(W) AD(       ) 3
 PX0183  NGVD 29 (??/??/92) 1306.061  (m)         4284.97   (f) ADJ UNCH    2 0
 PX0183
 PX0183.Superseded values are not recommended for survey control.
 PX0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0183.See file dsdata.txt to determine how the superseded data were derived.
 PX0183
 PX0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4405976759(NAD 83)
 PX0183_MARKER: DB = BENCH MARK DISK
 PX0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0183_STAMPING: U 84 1934
 PX0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0183+STABILITY: SURFACE MOTION
 PX0183
 PX0183  HISTORY     - Date     Condition        Report By
 PX0183  HISTORY     - 1934     MONUMENTED       CGS
 PX0183  HISTORY     - 1947     GOOD             USGS
 PX0183  HISTORY     - 1983     MARK NOT FOUND   USGS
 PX0183
 PX0183                          STATION DESCRIPTION
 PX0183
 PX0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0183'32.8 MI SE FROM CODY.
 PX0183'IN PARK COUNTY, WYOMING, ABOUT 32.8 MILES SOUTHEAST ALONG THE DIRT
 PX0183'ROAD LEADING TO CODY, WYOMING, FROM THE POST OFFICE AT RED LODGE,
 PX0183'CARBON COUNTY, MONTANA, ABOUT 1.3 MILES NORTHWEST OF A STORE, ABOUT
 PX0183'250 FEET NORTHWEST OF A ROW OF POLES, 45 FEET NORTHWEST OF THE CENTER
 PX0183'LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD DISK,
 PX0183'STAMPED U 84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PX0183
 PX0183                          STATION RECOVERY (1947)
 PX0183
 PX0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 PX0183'LOCATED ABOUT 32.8 MI. ALONG THE RD. LEADING TO CODY, WYOMING FROM
 PX0183'THE POST OFFICE IN RED LODGE, MONTANA, ABOUT 1.3 MI. NE. OF THE
 PX0183'LINDQUIST BROTHERS STORE AT CLARK, WYOMING 45 FT. N. OF THE CENTERLINE
 PX0183'OF THE RD., A STANDARD DISK STAMPED---U-84 1934---, SET IN THE TOP OF
 PX0183'A CONCRETE POST.
 PX0183'
 PX0183'TO REACH FROM LINDQUIST BROTHERS STORE AT CLARK, WYOMING FOLLOW MAIN
 PX0183'RD. TOWARD BADGER BASIN FOR 1.3 MI. TO STATION LOCATION.
 PX0183'
 PX0183'STATION MARK - STANDARD NGS BENCH MARK TABLET STAMPED---U-84 1934---
 PX0183'SET IN THE TOP OF A CONCRETE POST.
 PX0183'
 PX0183'REFERENCE MARKS - NONE.
 PX0183
 PX0183                          STATION RECOVERY (1983)
 PX0183
 PX0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0030 ***********************************************************************
 PX0030  DESIGNATION -  U 85
 PX0030  PID         -  PX0030
 PX0030  STATE/COUNTY-  WY/BIG HORN
 PX0030  USGS QUAD   -  EMBLEM SE (1966)
 PX0030
 PX0030                         *CURRENT SURVEY CONTROL
 PX0030  ___________________________________________________________________
 PX0030* NAD 83(1986)-  44 30 22.     (N)    108 19 58.     (W)     SCALED    
 PX0030* NAVD 88     -      1321.238  (meters)    4334.76   (feet)  ADJUSTED  
 PX0030  ___________________________________________________________________
 PX0030  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 PX0030  DYNAMIC HT  -        1320.641 (meters)    4332.80  (feet)  COMP
 PX0030  MODELED GRAV-     980,120.6   (mgal)                       NAVD 88
 PX0030
 PX0030  VERT ORDER  -  SECOND    CLASS 0
 PX0030
 PX0030.The horizontal coordinates were scaled from a topographic map and have
 PX0030.an estimated accuracy of +/- 6 seconds.
 PX0030
 PX0030.The orthometric height was determined by differential leveling
 PX0030.and adjusted by the National Geodetic Survey in June 1991..
 PX0030
 PX0030.The geoid height was determined by GEOID03.
 PX0030
 PX0030.The dynamic height is computed by dividing the NAVD 88
 PX0030.geopotential number by the normal gravity value computed on the
 PX0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0030.degrees latitude (g = 980.6199 gals.).
 PX0030
 PX0030.The modeled gravity was interpolated from observed gravity values.
 PX0030
 PX0030;                    North         East    Units  Estimated Accuracy
 PX0030;SPC WYEC     -   545,470.      320,530.      MT  (+/- 180 meters Scaled)
 PX0030
 PX0030                          SUPERSEDED SURVEY CONTROL
 PX0030
 PX0030  NGVD 29 (??/??/92) 1320.331  (m)         4331.79   (f) ADJ UNCH    2 0
 PX0030
 PX0030.Superseded values are not recommended for survey control.
 PX0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0030.See file dsdata.txt to determine how the superseded data were derived.
 PX0030
 PX0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ120315(NAD 83)
 PX0030_MARKER: DB = BENCH MARK DISK
 PX0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0030_STAMPING: U 85 1934
 PX0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0030+STABILITY: SURFACE MOTION
 PX0030
 PX0030  HISTORY     - Date     Condition        Report By
 PX0030  HISTORY     - 1934     MONUMENTED       CGS
 PX0030  HISTORY     - 1966     MARK NOT FOUND   USGS
 PX0030
 PX0030                          STATION DESCRIPTION
 PX0030
 PX0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0030'38.3 MI E FROM CODY.
 PX0030'IN BIG HORN COUNTY, ABOUT 38.3 MILES EAST ALONG U.S. HIGHWAY 20 FROM
 PX0030'THE POST OFFICE AT CODY, PARK COUNTY, ABOUT 14.8 MILES WEST OF
 PX0030'GREYBULL, BIG HORN COUNTY, ABOUT 1.0 MILE EAST OF A FARMHOUSE, 39.3
 PX0030'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF AN
 PX0030'EAST-AND-WEST ROW OF POLES, 14.1 FEET EAST OF A POLE, 0.5 FOOT NORTH
 PX0030'OF AN EAST-AND-WEST FENCE, AND ABOUT 0.2 FOOT LOWER THAN THE HIGHWAY.
 PX0030'A STANDARD DISK, STAMPED U 85 1934 AND SET IN THE TOP OF A CONCRETE
 PX0030'POST.
 PX0030
 PX0030                          STATION RECOVERY (1966)
 PX0030
 PX0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0055 ***********************************************************************
 PW0055  DESIGNATION -  U 86
 PW0055  PID         -  PW0055
 PW0055  STATE/COUNTY-  WY/SHERIDAN
 PW0055  USGS QUAD   -  CABIN CREEK SE (1971)
 PW0055
 PW0055                         *CURRENT SURVEY CONTROL
 PW0055  ___________________________________________________________________
 PW0055* NAD 83(1986)-  44 45 10.     (N)    106 07 02.     (W)     SCALED    
 PW0055* NAVD 88     -      1099.586  (meters)    3607.56   (feet)  ADJUSTED  
 PW0055  ___________________________________________________________________
 PW0055  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 PW0055  DYNAMIC HT  -        1099.215 (meters)    3606.34  (feet)  COMP
 PW0055  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 PW0055  OBS GRAVITY -     980,241.8   (mgal)                       GRAV_OBS
 PW0055
 PW0055  VERT ORDER  -  SECOND    CLASS 0
 PW0055
 PW0055.The horizontal coordinates were scaled from a topographic map and have
 PW0055.an estimated accuracy of +/- 6 seconds.
 PW0055
 PW0055.The orthometric height was determined by differential leveling
 PW0055.and adjusted by the National Geodetic Survey in June 1991..
 PW0055
 PW0055.The geoid height was determined by GEOID03.
 PW0055
 PW0055.The dynamic height is computed by dividing the NAVD 88
 PW0055.geopotential number by the normal gravity value computed on the
 PW0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0055.degrees latitude (g = 980.6199 gals.).
 PW0055
 PW0055.The modeled gravity was interpolated from observed gravity values.
 PW0055.The observed gravity was obtained from relative gravimeter ties
 PW0055.to the IGSN71 gravity network.
 PW0055
 PW0055;                    North         East    Units  Estimated Accuracy
 PW0055;SPC WYEC     -   573,110.      496,290.      MT  (+/- 180 meters Scaled)
 PW0055
 PW0055                          SUPERSEDED SURVEY CONTROL
 PW0055
 PW0055  NGVD 29 (??/??/92) 1098.934  (m)         3605.42   (f) ADJ UNCH    2 0
 PW0055
 PW0055.Superseded values are not recommended for survey control.
 PW0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0055.See file dsdata.txt to determine how the superseded data were derived.
 PW0055
 PW0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK115560(NAD 83)
 PW0055_MARKER: DB = BENCH MARK DISK
 PW0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0055_STAMPING: U 86 1934
 PW0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0055+STABILITY: SURFACE MOTION
 PW0055
 PW0055  HISTORY     - Date     Condition        Report By
 PW0055  HISTORY     - 1934     MONUMENTED       CGS
 PW0055  HISTORY     - 1952     MARK NOT FOUND   NGS
 PW0055
 PW0055                          STATION DESCRIPTION
 PW0055
 PW0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0055'7.5 MI NE FROM ARVADA.
 PW0055'7.5 MILES NORTHEAST ALONG THE ROAD LEADING TO MOORHEAD, MONTANA, FROM
 PW0055'THE POST OFFICE AT ARVADA, SHERIDAN COUNTY, 0.5 MILE SOUTHWEST OF
 PW0055'POWDER RIVER, 0.3 MILE WEST OF A RANCH HOUSE, NEAR A SMALL HILL, 71
 PW0055'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 PW0055'STAMPED U 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0055
 PW0055                          STATION RECOVERY (1952)
 PW0055
 PW0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 PW0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0028 ***********************************************************************
 MO0028  DESIGNATION -  U 88
 MO0028  PID         -  MO0028
 MO0028  STATE/COUNTY-  WY/GOSHEN
 MO0028  USGS QUAD   -  LA GRANGE (1990)
 MO0028
 MO0028                         *CURRENT SURVEY CONTROL
 MO0028  ___________________________________________________________________
 MO0028* NAD 83(1986)-  41 38 38.     (N)    104 14 01.     (W)     SCALED    
 MO0028* NAVD 88     -      1408.991  (meters)    4622.66   (feet)  ADJUSTED  
 MO0028  ___________________________________________________________________
 MO0028  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 MO0028  DYNAMIC HT  -        1407.986 (meters)    4619.37  (feet)  COMP
 MO0028  MODELED GRAV-     979,860.4   (mgal)                       NAVD 88
 MO0028
 MO0028  VERT ORDER  -  SECOND    CLASS 0
 MO0028
 MO0028.The horizontal coordinates were scaled from a topographic map and have
 MO0028.an estimated accuracy of +/- 6 seconds.
 MO0028
 MO0028.The orthometric height was determined by differential leveling
 MO0028.and adjusted by the National Geodetic Survey in June 1991..
 MO0028
 MO0028.The geoid height was determined by GEOID03.
 MO0028
 MO0028.The dynamic height is computed by dividing the NAVD 88
 MO0028.geopotential number by the normal gravity value computed on the
 MO0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0028.degrees latitude (g = 980.6199 gals.).
 MO0028
 MO0028.The modeled gravity was interpolated from observed gravity values.
 MO0028
 MO0028;                    North         East    Units  Estimated Accuracy
 MO0028;SPC WY E     -   127,450.      277,730.      MT  (+/- 180 meters Scaled)
 MO0028
 MO0028                          SUPERSEDED SURVEY CONTROL
 MO0028
 MO0028  NGVD 29 (??/??/92) 1408.182  (m)         4620.01   (f) ADJ UNCH    2 0
 MO0028
 MO0028.Superseded values are not recommended for survey control.
 MO0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0028.See file dsdata.txt to determine how the superseded data were derived.
 MO0028
 MO0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG638105(NAD 83)
 MO0028_MARKER: DB = BENCH MARK DISK
 MO0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0028_STAMPING: U 88 1934
 MO0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0028+STABILITY: SURFACE MOTION
 MO0028
 MO0028  HISTORY     - Date     Condition        Report By
 MO0028  HISTORY     - 1934     MONUMENTED       CGS
 MO0028  HISTORY     - 1941     GOOD             NGS
 MO0028
 MO0028                          STATION DESCRIPTION
 MO0028
 MO0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0028'3.6 MI W FROM LAGRANGE.
 MO0028'3.6 MILES WEST ALONG THE OILED COUNTY ROAD LEADING TO U.S.
 MO0028'HIGHWAY 85 FROM THE POST OFFICE AT LAGRANGE, 0.4 MILE EAST OF
 MO0028'THE JUNCTION WITH U.S. HIGHWAY 85, 47.6 FEET SOUTH OF THE
 MO0028'CENTERLINE OF THE ROAD, 3.7 FEET NORTH OF A FENCE, AND 2.0 FEET
 MO0028'LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED U 88 1934 AND
 MO0028'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0101 ***********************************************************************
 MO0101  DESIGNATION -  U 90
 MO0101  PID         -  MO0101
 MO0101  STATE/COUNTY-  WY/LARAMIE
 MO0101  USGS QUAD   -  BURNS (1991)
 MO0101
 MO0101                         *CURRENT SURVEY CONTROL
 MO0101  ___________________________________________________________________
 MO0101* NAD 83(1986)-  41 11 30.     (N)    104 19 19.     (W)     SCALED    
 MO0101* NAVD 88     -      1644.631  (meters)    5395.76   (feet)  ADJUSTED  
 MO0101  ___________________________________________________________________
 MO0101  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 MO0101  DYNAMIC HT  -        1643.290 (meters)    5391.36  (feet)  COMP
 MO0101  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 MO0101
 MO0101  VERT ORDER  -  SECOND    CLASS 0
 MO0101
 MO0101.The horizontal coordinates were scaled from a topographic map and have
 MO0101.an estimated accuracy of +/- 6 seconds.
 MO0101
 MO0101.The orthometric height was determined by differential leveling
 MO0101.and adjusted by the National Geodetic Survey in June 1991..
 MO0101
 MO0101.The geoid height was determined by GEOID03.
 MO0101
 MO0101.The dynamic height is computed by dividing the NAVD 88
 MO0101.geopotential number by the normal gravity value computed on the
 MO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0101.degrees latitude (g = 980.6199 gals.).
 MO0101
 MO0101.The modeled gravity was interpolated from observed gravity values.
 MO0101
 MO0101;                    North         East    Units  Estimated Accuracy
 MO0101;SPC WY E     -    77,150.      270,860.      MT  (+/- 180 meters Scaled)
 MO0101
 MO0101                          SUPERSEDED SURVEY CONTROL
 MO0101
 MO0101  NGVD 29 (??/??/92) 1643.733  (m)         5392.81   (f) ADJ UNCH    2 0
 MO0101
 MO0101.Superseded values are not recommended for survey control.
 MO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0101.See file dsdata.txt to determine how the superseded data were derived.
 MO0101
 MO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF568602(NAD 83)
 MO0101_MARKER: DB = BENCH MARK DISK
 MO0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0101_STAMPING: U 90 1934
 MO0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0101+STABILITY: SURFACE MOTION
 MO0101
 MO0101  HISTORY     - Date     Condition        Report By
 MO0101  HISTORY     - 1934     MONUMENTED       CGS
 MO0101  HISTORY     - 1938     GOOD             NGS
 MO0101
 MO0101                          STATION DESCRIPTION
 MO0101
 MO0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MO0101'1.9 MI E FROM BURNS.
 MO0101'1.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0101'STATION AT BURNS, LARAMIE COUNTY, 0.2 MILE WEST OF MILEPOST
 MO0101'480, 40.4 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 4 FEET
 MO0101'LOWER THAN THE TRACK.  A STANDARD DISK SET IN THE TOP OF A
 MO0101'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0232 ***********************************************************************
 MO0232  DESIGNATION -  U 91
 MO0232  PID         -  MO0232
 MO0232  STATE/COUNTY-  WY/LARAMIE
 MO0232  USGS QUAD   -  P O RANCH (1978)
 MO0232
 MO0232                         *CURRENT SURVEY CONTROL
 MO0232  ___________________________________________________________________
 MO0232* NAD 83(1986)-  41 17 55.     (N)    104 49 41.     (W)     SCALED    
 MO0232* NAVD 88     -      1881.980  (meters)    6174.46   (feet)  ADJUSTED  
 MO0232  ___________________________________________________________________
 MO0232  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 MO0232  DYNAMIC HT  -        1880.362 (meters)    6169.15  (feet)  COMP
 MO0232  MODELED GRAV-     979,697.1   (mgal)                       NAVD 88
 MO0232
 MO0232  VERT ORDER  -  SECOND    CLASS 0
 MO0232
 MO0232.The horizontal coordinates were scaled from a topographic map and have
 MO0232.an estimated accuracy of +/- 6 seconds.
 MO0232
 MO0232.The orthometric height was determined by differential leveling
 MO0232.and adjusted by the National Geodetic Survey in June 1991..
 MO0232
 MO0232.The geoid height was determined by GEOID03.
 MO0232
 MO0232.The dynamic height is computed by dividing the NAVD 88
 MO0232.geopotential number by the normal gravity value computed on the
 MO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0232.degrees latitude (g = 980.6199 gals.).
 MO0232
 MO0232.The modeled gravity was interpolated from observed gravity values.
 MO0232
 MO0232;                    North         East    Units  Estimated Accuracy
 MO0232;SPC WY E     -    88,740.      228,360.      MT  (+/- 180 meters Scaled)
 MO0232
 MO0232                          SUPERSEDED SURVEY CONTROL
 MO0232
 MO0232  NGVD 29 (??/??/92) 1880.976  (m)         6171.17   (f) ADJ UNCH    2 0
 MO0232
 MO0232.Superseded values are not recommended for survey control.
 MO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0232.See file dsdata.txt to determine how the superseded data were derived.
 MO0232
 MO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF143719(NAD 83)
 MO0232_MARKER: DB = BENCH MARK DISK
 MO0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0232_STAMPING: U 91 1934
 MO0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0232+STABILITY: SURFACE MOTION
 MO0232
 MO0232  HISTORY     - Date     Condition        Report By
 MO0232  HISTORY     - 1934     MONUMENTED       CGS
 MO0232  HISTORY     - 1941     GOOD             NGS
 MO0232  HISTORY     - 1984     GOOD             DMA
 MO0232  HISTORY     - 1984     GOOD             DMA
 MO0232  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 MO0232
 MO0232                          STATION DESCRIPTION
 MO0232
 MO0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0232'11.3 MI N FROM CHEYENNE.
 MO0232'11.3 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE
 MO0232'AT CHEYENNE, LARAMIE COUNTY, 4 MILES NORTH OF THE JUNCTION OF
 MO0232'U.S. HIGHWAY 85, 566 FEET NORTH OF THE WEST END OF A 5-FOOT
 MO0232'CORRUGATED PIPE, 46 FEET WEST OF THE CENTERLINE OF THE MAIN
 MO0232'HIGHWAY, AND 4 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 MO0232'U 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0232
 MO0232                          STATION RECOVERY (1984)
 MO0232
 MO0232'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0232'RECOVERED IN GOOD CONDITION.
 MO0232
 MO0232                          STATION RECOVERY (1984)
 MO0232
 MO0232'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0232'RECOVERED IN GOOD CONDITION.
 MO0232
 MO0232                          STATION RECOVERY (1990)
 MO0232
 MO0232'RECOVERY NOTE BY US POWER SQUADRON 1990 (MI)
 MO0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0060 ***********************************************************************
 NQ0060  DESIGNATION -  U 95
 NQ0060  PID         -  NQ0060
 NQ0060  STATE/COUNTY-  WY/GOSHEN
 NQ0060  USGS QUAD   -  RAWHIDE BUTTES EAST (1974)
 NQ0060
 NQ0060                         *CURRENT SURVEY CONTROL
 NQ0060  ___________________________________________________________________
 NQ0060* NAD 83(1986)-  42 36 22.     (N)    104 25 44.     (W)     SCALED    
 NQ0060* NAVD 88     -      1508.124  (meters)    4947.90   (feet)  ADJUSTED  
 NQ0060  ___________________________________________________________________
 NQ0060  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NQ0060  DYNAMIC HT  -        1507.245 (meters)    4945.02  (feet)  COMP
 NQ0060  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 NQ0060
 NQ0060  VERT ORDER  -  SECOND    CLASS 0
 NQ0060
 NQ0060.The horizontal coordinates were scaled from a topographic map and have
 NQ0060.an estimated accuracy of +/- 6 seconds.
 NQ0060
 NQ0060.The orthometric height was determined by differential leveling
 NQ0060.and adjusted by the National Geodetic Survey in June 1991..
 NQ0060
 NQ0060.The geoid height was determined by GEOID03.
 NQ0060
 NQ0060.The dynamic height is computed by dividing the NAVD 88
 NQ0060.geopotential number by the normal gravity value computed on the
 NQ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0060.degrees latitude (g = 980.6199 gals.).
 NQ0060
 NQ0060.The modeled gravity was interpolated from observed gravity values.
 NQ0060
 NQ0060;                    North         East    Units  Estimated Accuracy
 NQ0060;SPC WY E     -   234,160.      260,540.      MT  (+/- 180 meters Scaled)
 NQ0060
 NQ0060                          SUPERSEDED SURVEY CONTROL
 NQ0060
 NQ0060  NGVD 29 (??/??/92) 1507.405  (m)         4945.54   (f) ADJ UNCH    2 0
 NQ0060
 NQ0060.Superseded values are not recommended for survey control.
 NQ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0060.See file dsdata.txt to determine how the superseded data were derived.
 NQ0060
 NQ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH468172(NAD 83)
 NQ0060_MARKER: DB = BENCH MARK DISK
 NQ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0060_STAMPING: U 95 1934
 NQ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0060+STABILITY: SURFACE MOTION
 NQ0060
 NQ0060  HISTORY     - Date     Condition        Report By
 NQ0060  HISTORY     - 1934     MONUMENTED       CGS
 NQ0060  HISTORY     - 1941     GOOD             NGS
 NQ0060
 NQ0060                          STATION DESCRIPTION
 NQ0060
 NQ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0060'10.8 MI S FROM LUSK.
 NQ0060'IN GOSHEN COUNTY, 10.8 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM
 NQ0060'THE POST OFFICE AT LUSK, NIOBRARA COUNTY, 0.3 MILE SOUTH OF THE
 NQ0060'GOSHEN-NIOBRARA COUNTY LINE, AT THE NORTH END OF A CURVE, AT
 NQ0060'A CHANGE IN THE RIGHT-OF-WAY WIDTH, 97.5 FEET EAST OF THE CENTERLINE
 NQ0060'OF THE HIGHWAY, IN THE CORNER OF THE RIGHT-OF-WAY FENCE, 2.5
 NQ0060'FEET SOUTH OF THE EAST-AND-WEST FENCE, AND 2.5 FEET WEST OF THE
 NQ0060'NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED U 95 1934 AND
 NQ0060'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0002 ***********************************************************************
 MO0002  DESIGNATION -  U 96
 MO0002  PID         -  MO0002
 MO0002  STATE/COUNTY-  WY/LARAMIE
 MO0002  USGS QUAD   -  TREMAIN (1990)
 MO0002
 MO0002                         *CURRENT SURVEY CONTROL
 MO0002  ___________________________________________________________________
 MO0002* NAD 83(1986)-  41 31 25.     (N)    104 05 56.     (W)     SCALED    
 MO0002* NAVD 88     -      1513.118  (meters)    4964.29   (feet)  ADJUSTED  
 MO0002  ___________________________________________________________________
 MO0002  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 MO0002  DYNAMIC HT  -        1511.961 (meters)    4960.49  (feet)  COMP
 MO0002  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 MO0002
 MO0002  VERT ORDER  -  SECOND    CLASS 0
 MO0002
 MO0002.The horizontal coordinates were scaled from a topographic map and have
 MO0002.an estimated accuracy of +/- 6 seconds.
 MO0002
 MO0002.The orthometric height was determined by differential leveling
 MO0002.and adjusted by the National Geodetic Survey in June 1991..
 MO0002
 MO0002.The geoid height was determined by GEOID03.
 MO0002
 MO0002.The dynamic height is computed by dividing the NAVD 88
 MO0002.geopotential number by the normal gravity value computed on the
 MO0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0002.degrees latitude (g = 980.6199 gals.).
 MO0002
 MO0002.The modeled gravity was interpolated from observed gravity values.
 MO0002
 MO0002;                    North         East    Units  Estimated Accuracy
 MO0002;SPC WY E     -   114,220.      289,120.      MT  (+/- 180 meters Scaled)
 MO0002
 MO0002                          SUPERSEDED SURVEY CONTROL
 MO0002
 MO0002  NGVD 29 (??/??/92) 1512.253  (m)         4961.45   (f) ADJ UNCH    2 0
 MO0002
 MO0002.Superseded values are not recommended for survey control.
 MO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0002.See file dsdata.txt to determine how the superseded data were derived.
 MO0002
 MO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF751972(NAD 83)
 MO0002_MARKER: DB = BENCH MARK DISK
 MO0002_SETTING: 66 = SET IN ROCK OUTCROP
 MO0002_SP_SET: SANDSTONE
 MO0002_STAMPING: U 96 1934
 MO0002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0002+STABILITY: POSITION/ELEVATION WELL
 MO0002
 MO0002  HISTORY     - Date     Condition        Report By
 MO0002  HISTORY     - 1934     MONUMENTED       CGS
 MO0002  HISTORY     - 1960     MARK NOT FOUND   USGS
 MO0002
 MO0002                          STATION DESCRIPTION
 MO0002
 MO0002'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 MO0002'9 MI S FROM LAGRANGE.
 MO0002'DESCRIPTION-- IN LARAMIE COUNTY, 9.0 MILES SOUTH ALONG THE
 MO0002'UNION PACIFIC RAILROAD FROM LAGRANGE, GOSHEN COUNTY, AT MILEAGE
 MO0002'31.5, 3-1/3 RAILS NORTH OF THE SOUTH END OF A CUT, IN THE EAST
 MO0002'FACE OF THE CUT, 11.5 FEET EAST OF THE EAST RAIL, AND 1.5 FEET
 MO0002'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED U 96 1934 AND
 MO0002'SET VERTICALLY.  NOTE-- THE FACE OF THE CUT IN WHICH THE MARK
 MO0002'WAS SET IS COMPOSED OF VERY SOFT, POROUS SANDSTONE AND IT APPEARS
 MO0002'AS THOUGH THE MARK MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0277 ***********************************************************************
 NQ0277  DESIGNATION -  U 99
 NQ0277  PID         -  NQ0277
 NQ0277  STATE/COUNTY-  WY/PLATTE
 NQ0277  USGS QUAD   -  GLENDO (1978)
 NQ0277
 NQ0277                         *CURRENT SURVEY CONTROL
 NQ0277  ___________________________________________________________________
 NQ0277* NAD 83(1986)-  42 33 29.     (N)    105 02 33.     (W)     SCALED    
 NQ0277* NAVD 88     -      1422.596  (meters)    4667.30   (feet)  ADJUSTED  
 NQ0277  ___________________________________________________________________
 NQ0277  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 NQ0277  DYNAMIC HT  -        1421.749 (meters)    4664.52  (feet)  COMP
 NQ0277  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 NQ0277
 NQ0277  VERT ORDER  -  FIRST     CLASS II
 NQ0277
 NQ0277.The horizontal coordinates were scaled from a topographic map and have
 NQ0277.an estimated accuracy of +/- 6 seconds.
 NQ0277
 NQ0277.The orthometric height was determined by differential leveling
 NQ0277.and adjusted by the National Geodetic Survey in June 1991..
 NQ0277
 NQ0277.The geoid height was determined by GEOID03.
 NQ0277
 NQ0277.The dynamic height is computed by dividing the NAVD 88
 NQ0277.geopotential number by the normal gravity value computed on the
 NQ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0277.degrees latitude (g = 980.6199 gals.).
 NQ0277
 NQ0277.The modeled gravity was interpolated from observed gravity values.
 NQ0277
 NQ0277;                    North         East    Units  Estimated Accuracy
 NQ0277;SPC WY E     -   228,570.      210,200.      MT  (+/- 180 meters Scaled)
 NQ0277
 NQ0277                          SUPERSEDED SURVEY CONTROL
 NQ0277
 NQ0277  NGVD 29 (??/??/92) 1421.812  (m)         4664.73   (f) ADJ UNCH    1 2
 NQ0277
 NQ0277.Superseded values are not recommended for survey control.
 NQ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0277.See file dsdata.txt to determine how the superseded data were derived.
 NQ0277
 NQ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH965117(NAD 83)
 NQ0277_MARKER: DB = BENCH MARK DISK
 NQ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0277_STAMPING: U 99 1934
 NQ0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0277+STABILITY: SURFACE MOTION
 NQ0277
 NQ0277  HISTORY     - Date     Condition        Report By
 NQ0277  HISTORY     - 1934     MONUMENTED       CGS
 NQ0277  HISTORY     - 1956     GOOD             NGS
 NQ0277  HISTORY     - 20000607 GOOD             USGS
 NQ0277
 NQ0277                          STATION DESCRIPTION
 NQ0277
 NQ0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0277'4.2 MI NW FROM GLENDO.
 NQ0277'4.15 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0277'RAILROAD FROM THE STATION AT GLENDO, 0.1 MILE NORTHWEST OF THE TOP
 NQ0277'OF A HILL, 0.25 MILE SOUTHEAST OF A SHARP CURVE IN THE RAILROAD,
 NQ0277'98.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 52.5 FEET NORTHEAST OF
 NQ0277'A TELEPHONE POLE, 2.6 FEET NORTHEAST OF A FENCE, 1 FOOT NORTHWEST
 NQ0277'OF A WITNESS POST, 5 FEET ABOVE THE TOP OF THE RAILS, SET IN THE
 NQ0277'TOP OF A CONCRETE POST WHICH PROEJCTS 0.5 FOOT ABOVE THE GROUND, IN
 NQ0277'SECTION 20, TOWNSHIP 30 NORTH, RANGE 68 WEST.
 NQ0277
 NQ0277                          STATION RECOVERY (2000)
 NQ0277
 NQ0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0277'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0511 ***********************************************************************
 PV0511  DESIGNATION -  UE 4430 4
 PV0511  PID         -  PV0511
 PV0511  STATE/COUNTY-  WY/WESTON
 PV0511  USGS QUAD   -  UPTON EAST (1984)
 PV0511
 PV0511                         *CURRENT SURVEY CONTROL
 PV0511  ___________________________________________________________________
 PV0511* NAD 83(1993)-  44 00 05.26136(N)    104 37 11.59273(W)     ADJUSTED  
 PV0511* NAVD 88     -      1351.01   (+/-2cm)    4432.4    (feet)  VERTCON   
 PV0511  ___________________________________________________________________
 PV0511  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 PV0511  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 PV0511
 PV0511  HORZ ORDER  -  THIRD
 PV0511  VERT ORDER  -  THIRD ? (See Below)
 PV0511
 PV0511.The horizontal coordinates were established by classical geodetic methods
 PV0511.and adjusted by the National Geodetic Survey in January 1997..
 PV0511
 PV0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0511.The vertical order pertains to the NGVD 29 superseded value.
 PV0511
 PV0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0511
 PV0511.The geoid height was determined by GEOID03.
 PV0511
 PV0511;                    North         East     Units Scale Factor Converg.
 PV0511;SPC WY E     -   389,057.055   243,851.333   MT  0.99996114   +0 22 47.4
 PV0511;UTM  13      - 4,872,105.389   530,474.492   MT  0.99961142   +0 15 50.6
 PV0511
 PV0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0511!SPC WY E     -   0.99979045  x   0.99996114  =   0.99975160
 PV0511!UTM  13      -   0.99979045  x   0.99961142  =   0.99940195
 PV0511
 PV0511:                Primary Azimuth Mark                     Grid Az
 PV0511:SPC WY E     -  SODA                                     263 31 10.6
 PV0511:UTM  13      -  SODA                                     263 38 07.4
 PV0511
 PV0511|---------------------------------------------------------------------|
 PV0511| PID    Reference Object                     Distance      Geod. Az  |
 PV0511|                                                           dddmmss.s |
 PV0511| OU0383 SODA                                APPROX.10.0 KM 2635358.0 |
 PV0511|---------------------------------------------------------------------|
 PV0511
 PV0511                          SUPERSEDED SURVEY CONTROL
 PV0511
 PV0511  NAD 83(1986)-  44 00 05.26693(N)    104 37 11.58982(W) AD(       ) 3
 PV0511  NAD 27      -  44 00 05.33623(N)    104 37 09.73159(W) AD(       ) 3
 PV0511  NGVD 29 (07/19/86) 1350.36   (m)         4430.3    (f) LEVELING    3  
 PV0511
 PV0511.Superseded values are not recommended for survey control.
 PV0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0511.See file dsdata.txt to determine how the superseded data were derived.
 PV0511
 PV0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ3047472105(NAD 83)
 PV0511_MARKER: I = METAL ROD
 PV0511_SETTING: 0 = UNSPECIFIED SETTING
 PV0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0511
 PV0511  HISTORY     - Date     Condition        Report By
 PV0511  HISTORY     - 1955     MONUMENTED       USGS
 PV0511
 PV0511                          STATION DESCRIPTION
 PV0511
 PV0511'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PV0511'STATION IS LOCATED ABOUT 6.0 MI. (AIRLINE) S. OF UPTON, ON TOP OF A
 PV0511'LOW GRASS COVERED N-S. RIDGE.  IN WESTON COUNTY.
 PV0511'
 PV0511'TO REACH FROM UPTON, GO S. ON COUNTY RD. FOR 6.3 MI., TURN LEFT (E.)
 PV0511'AND FOLLOW TRACK RD. 1.0 MI. TO TOP OF RIDGE AND STATION.
 PV0511'
 PV0511'STATION MARK--A 3/8 IN. IRON ROD IN A CONCRETE POST SET IN THE GROUND,
 PV0511'PROJECTING 0.3 FT. ABOVE THE GROUND.
 PV0511'
 PV0511'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0182 ***********************************************************************
 NS0182  DESIGNATION -  UNCLE
 NS0182  PID         -  NS0182
 NS0182  STATE/COUNTY-  WY/FREMONT
 NS0182  USGS QUAD   -  NINEMILE HILL (1978)
 NS0182
 NS0182                         *CURRENT SURVEY CONTROL
 NS0182  ___________________________________________________________________
 NS0182* NAD 83(1993)-  42 48 02.65254(N)    108 27 04.99507(W)     ADJUSTED  
 NS0182* NAVD 88     -      1796.09   (+/-2cm)    5892.7    (feet)  VERTCON   
 NS0182  ___________________________________________________________________
 NS0182  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 NS0182  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NS0182
 NS0182  HORZ ORDER  -  THIRD
 NS0182  VERT ORDER  -  THIRD ? (See Below)
 NS0182
 NS0182.The horizontal coordinates were established by classical geodetic methods
 NS0182.and adjusted by the National Geodetic Survey in January 1997..
 NS0182
 NS0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0182.The vertical order pertains to the NGVD 29 superseded value.
 NS0182
 NS0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0182
 NS0182.The geoid height was determined by GEOID03.
 NS0182
 NS0182;                    North         East     Units Scale Factor Converg.
 NS0182;SPC WYWC     -   255,562.105   624,426.167   MT  0.99994484   +0 12 10.4
 NS0182;UTM  12      - 4,741,837.809   708,408.602   MT  1.00013438   +1 43 56.2
 NS0182
 NS0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0182!SPC WYWC     -   0.99972046  x   0.99994484  =   0.99966531
 NS0182!UTM  12      -   0.99972046  x   1.00013438  =   0.99985480
 NS0182
 NS0182:                Primary Azimuth Mark                     Grid Az
 NS0182:SPC WYWC     -  UNCLE AZ MK                              207 28 41.7
 NS0182:UTM  12      -  UNCLE AZ MK                              205 56 55.9
 NS0182
 NS0182|---------------------------------------------------------------------|
 NS0182| PID    Reference Object                     Distance      Geod. Az  |
 NS0182|                                                           dddmmss.s |
 NS0182| CP5961 UNCLE AZ MK                                        2074052.1 |
 NS0182| CP5962 UNCLE RM 1                           20.450 METERS 22437     |
 NS0182| CP5963 UNCLE RM 2                           14.020 METERS 30527     |
 NS0182|---------------------------------------------------------------------|
 NS0182
 NS0182                          SUPERSEDED SURVEY CONTROL
 NS0182
 NS0182  NAD 83(1986)-  42 48 02.63715(N)    108 27 04.99809(W) AD(       ) 3
 NS0182  NAD 27      -  42 48 02.78200(N)    108 27 02.61900(W) AD(       ) 3
 NS0182  NGVD 29 (07/19/86) 1795.01   (m)         5889.1    (f) LEVELING    3  
 NS0182
 NS0182.Superseded values are not recommended for survey control.
 NS0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0182.See file dsdata.txt to determine how the superseded data were derived.
 NS0182
 NS0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0840941838(NAD 83)
 NS0182_MARKER: DS = TRIANGULATION STATION DISK
 NS0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0182
 NS0182  HISTORY     - Date     Condition        Report By
 NS0182  HISTORY     - 1936     MONUMENTED       CGS
 NS0182  HISTORY     - 1951     GOOD             USGS
 NS0182
 NS0182                          STATION DESCRIPTION
 NS0182
 NS0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0182'ABOUT 14 MILES EAST OF LANDER, ABOUT 10 MILES SOUTHEAST
 NS0182'OF HUDSON, ON LOW DIVIDE ON NORTH SIDE OF HEADWATERS OF BEAVER
 NS0182'CREEK, ON UPPER (SOUTH) END OF SAGE SLOPES THAT EXTEND SOUTHEAST
 NS0182'FROM VICINITY OF HUDSON.  TO REACH FROM HUDSON--GO EAST ON
 NS0182'GRADED DIRT ROAD 0.7 MILE FROM HUDSON BAR, PASSING TO LEFT
 NS0182'OF OLD LUMBER YARDS.  TURN RIGHT JUST AFTER PASSING SMALL
 NS0182'BLUE HOUSE AND GO SOUTH UP LANE, PASSING TO RIGHT OF SHEARING
 NS0182'PLANT, 0.8 MILE.  TAKE LEFT FORK AND GO SOUTHEAST ON OLD RUT
 NS0182'ROAD 5.1 MILES.  AT TOP OF GRADE AND SMALL DRY POND ON RIGHT,
 NS0182'BEAR RIGHT AND GO SOUTH ALONG TOP OF DIVIDE ON OLD
 NS0182'WEEDED-OVER RUT ROAD 4.2 MILES.  TURN LEFT AND GO EAST ABOUT
 NS0182'50 YARDS TO TOP OF LOW HILL AND STATION.  SURFACE AND
 NS0182'UNDERGROUND MARKS ARE STANDARD DISKS IN CONCRETE.
 NS0182'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 NS0182'CONCRETE.  NO. 1 IS 20.450 METERS (67.09 FEET)
 NS0182'SOUTHWEST OF STATION S 44 DEG 37 MIN W.  NO. 2
 NS0182'IS 14.020 METERS (46.00 FEET) NORTHWEST N 54 DEG 33 MIN W.
 NS0182'AZIMUTH MARK IS ON SMALL RISE, ABOUT 50 YARDS WEST OF
 NS0182'TRACK ROAD, AND 0.2 MILE SOUTHWEST OF STATION S 27 DEG 41 MIN W.
 NS0182
 NS0182                          STATION RECOVERY (1951)
 NS0182
 NS0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NS0182'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0526 ***********************************************************************
 MQ0526  DESIGNATION -  UNION
 MQ0526  PID         -  MQ0526
 MQ0526  STATE/COUNTY-  WY/SWEETWATER
 MQ0526  USGS QUAD   -  GRANGER (1980)
 MQ0526
 MQ0526                         *CURRENT SURVEY CONTROL
 MQ0526  ___________________________________________________________________
 MQ0526* NAD 83(1993)-  41 31 36.31792(N)    109 57 43.32076(W)     ADJUSTED  
 MQ0526* NAVD 88     -      1970.7    (meters)    6466.     (feet)  VERTCON   
 MQ0526  ___________________________________________________________________
 MQ0526  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 MQ0526  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 MQ0526
 MQ0526  HORZ ORDER  -  SECOND
 MQ0526
 MQ0526.The horizontal coordinates were established by classical geodetic methods
 MQ0526.and adjusted by the National Geodetic Survey in January 1997..
 MQ0526
 MQ0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0526
 MQ0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0526
 MQ0526.The geoid height was determined by GEOID03.
 MQ0526
 MQ0526;                    North         East     Units Scale Factor Converg.
 MQ0526;SPC WYWC     -   114,727.661   498,846.900   MT  1.00006337   -0 48 13.0
 MQ0526;SPC WY W     -   214,025.400   810,123.266   MT  0.99993876   +0 04 49.5
 MQ0526;UTM  12      - 4,597,754.600   586,596.473   MT  0.99969228   +0 41 17.5
 MQ0526
 MQ0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0526!SPC WYWC     -   0.99969334  x   1.00006337  =   0.99975669
 MQ0526!SPC WY W     -   0.99969334  x   0.99993876  =   0.99963211
 MQ0526!UTM  12      -   0.99969334  x   0.99969228  =   0.99938571
 MQ0526
 MQ0526:                Primary Azimuth Mark                     Grid Az
 MQ0526:SPC WYWC     -  LITTLE AMERICA N STANDPIPE               069 50 44.4
 MQ0526:SPC WY W     -  LITTLE AMERICA N STANDPIPE               068 57 41.9
 MQ0526:UTM  12      -  LITTLE AMERICA N STANDPIPE               068 21 13.9
 MQ0526
 MQ0526|---------------------------------------------------------------------|
 MQ0526| PID    Reference Object                     Distance      Geod. Az  |
 MQ0526|                                                           dddmmss.s |
 MQ0526| MQ0524 LITTLE AMERICA N STANDPIPE          APPROX. 6.8 KM 0690231.4 |
 MQ0526| CP5964 UNION AZ MK                                        0694326.4 |
 MQ0526| CP5966 UNION RM 1                           17.440 METERS 08814     |
 MQ0526| CP5965 UNION AZ MK 2                                      1362822.7 |
 MQ0526| CP5967 UNION RM 2                           14.199 METERS 18506     |
 MQ0526| MQ0525 GRANGER RAILROAD WATER TANK         APPROX. 7.4 KM 3553237.2 |
 MQ0526|---------------------------------------------------------------------|
 MQ0526
 MQ0526                          SUPERSEDED SURVEY CONTROL
 MQ0526
 MQ0526  NAD 83(1986)-  41 31 36.30977(N)    109 57 43.31066(W) AD(       ) 2
 MQ0526  NAD 27      -  41 31 36.46500(N)    109 57 40.78600(W) AD(       ) 2
 MQ0526  NGVD 29 (07/19/86) 1969.4    (m)         6461.     (f) VERT ANG       
 MQ0526
 MQ0526.Superseded values are not recommended for survey control.
 MQ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0526.See file dsdata.txt to determine how the superseded data were derived.
 MQ0526
 MQ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL8659697755(NAD 83)
 MQ0526_MARKER: DS = TRIANGULATION STATION DISK
 MQ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0526
 MQ0526  HISTORY     - Date     Condition        Report By
 MQ0526  HISTORY     - 1962     MONUMENTED       CGS
 MQ0526  HISTORY     - 1975     GOOD             DMA
 MQ0526
 MQ0526                          STATION DESCRIPTION
 MQ0526
 MQ0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MQ0526'THE STATION IS ABOUT 5-3/4 MILES SOUTHWEST OF LITTLE AMERICA,
 MQ0526'1/4 MILE NORTH OF U.S. HIGHWAY 30S, 4-3/4 MILES SOUTH OF GRANGER,
 MQ0526'ON THE HIGHEST POINT OF A LOW, SAGE BRUSH COVERED RIDGE WHICH IS
 MQ0526'THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 MQ0526'
 MQ0526'TO REACH FROM LITTLE AMERICA, GO WEST ON U.S. HIGHWAY 30 FOR
 MQ0526'2.5 MILES TO THE JUNCTION OF U.S. HIGHWAYS 30S AND 30N.  TURN
 MQ0526'LEFT, SOUTHWEST, ON U.S. HIGHWAY 30S FOR 1.6 MILES TO THE AZIMUTH
 MQ0526'MARK ON THE LEFT.  CONTINUE WESTERLY ON THE HIGHWAY FOR 1.35
 MQ0526'MILES TO A CROSSROADS.  TURN RIGHT AND GO NORTH ON TRACK ROAD
 MQ0526'FOR 0.2 MILE TO A TRACK ON THE LEFT.  TURN SHARP LEFT AND GO
 MQ0526'0.15 MILE TO THE HIGHEST PART OF THE RIDGE AND STATION.
 MQ0526'
 MQ0526'STATION MARK IS A STANDARD DISK, STAMPED UNION 1962, SET IN THE
 MQ0526'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT
 MQ0526'IS 4.0 FEET SOUTH OF A WITNESS POST.
 MQ0526'
 MQ0526'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED UNION NO 1 1962,
 MQ0526'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 MQ0526'INCHES.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0526'
 MQ0526'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED UNION NO 2 1962,
 MQ0526'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 MQ0526'4 INCHES.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0526'
 MQ0526'AZIMUTH MARK IS A STANDARD DISK, STAMPED UNION 1962, SET IN THE
 MQ0526'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 MQ0526'IS 0.3 MILE EAST OF TWO SMALL BUILDINGS, ABOUT 100 YARDS WEST OF
 MQ0526'A 40 FOOT HIGH ROCK FORMATION, 100 YARDS SOUTHEAST OF THE HIGHWAY,
 MQ0526'75 YARDS SOUTHEAST OF TWO CULVERTS AND 3.1 FEET SOUTH OF A
 MQ0526'WITNESS POST.
 MQ0526
 MQ0526                          STATION RECOVERY (1975)
 MQ0526
 MQ0526'RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (RFA)
 MQ0526'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED.  THE AZIMUTH
 MQ0526'MARK HAS BEEN DESTROYED.  ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0361 ***********************************************************************
 OW0361  DESIGNATION -  UNION
 OW0361  PID         -  OW0361
 OW0361  STATE/COUNTY-  WY/FREMONT
 OW0361  USGS QUAD   -  UNION PEAK (1991)
 OW0361
 OW0361                         *CURRENT SURVEY CONTROL
 OW0361  ___________________________________________________________________
 OW0361* NAD 83(1993)-  43 27 18.82305(N)    109 47 15.83356(W)     ADJUSTED  
 OW0361* NAVD 88     -      3504.1    (meters)   11496.     (feet)  VERTCON   
 OW0361  ___________________________________________________________________
 OW0361  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 OW0361  GEOID HEIGHT-          -7.68  (meters)                     GEOID03
 OW0361
 OW0361  HORZ ORDER  -  FIRST
 OW0361
 OW0361.The horizontal coordinates were established by classical geodetic methods
 OW0361.and adjusted by the National Geodetic Survey in January 1997..
 OW0361
 OW0361.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0361
 OW0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0361
 OW0361.The geoid height was determined by GEOID03.
 OW0361
 OW0361;                    North         East     Units Scale Factor Converg.
 OW0361;SPC WYWC     -   328,748.366   516,014.724   MT  1.00002423   -0 42 49.6
 OW0361;SPC WY W     -   428,267.676   823,923.459   MT  0.99994454   +0 12 11.9
 OW0361;UTM  12      - 4,812,082.861   598,077.823   MT  0.99971832   +0 50 01.9
 OW0361
 OW0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0361!SPC WYWC     -   0.99945200  x   1.00002423  =   0.99947622
 OW0361!SPC WY W     -   0.99945200  x   0.99994454  =   0.99939657
 OW0361!UTM  12      -   0.99945200  x   0.99971832  =   0.99917048
 OW0361
 OW0361|---------------------------------------------------------------------|
 OW0361| PID    Reference Object                     Distance      Geod. Az  |
 OW0361|                                                           dddmmss.s |
 OW0361| CP5969 UNION RM 1                            3.815 METERS 03339     |
 OW0361| CP5970 UNION RM 2                            7.260 METERS 14741     |
 OW0361| OW0347 DOWNS PEAK                          APPROX.18.6 KM 1493347.6 |
 OW0361| OW0355 GANNETT PEAK                        APPROX.30.6 KM 1575417.0 |
 OW0361| CP5968 UNION AZ MK                                        2921447.1 |
 OW0361|---------------------------------------------------------------------|
 OW0361
 OW0361                          SUPERSEDED SURVEY CONTROL
 OW0361
 OW0361  NAD 83(1986)-  43 27 18.81254(N)    109 47 15.82396(W) AD(       ) 1
 OW0361  NAD 27      -  43 27 18.99100(N)    109 47 13.24900(W) AD(       ) 1
 OW0361  NGVD 29 (07/19/86) 3502.6    (m)        11491.     (f) VERT ANG       
 OW0361
 OW0361.Superseded values are not recommended for survey control.
 OW0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0361.See file dsdata.txt to determine how the superseded data were derived.
 OW0361
 OW0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP9807812083(NAD 83)
 OW0361_MARKER: DD = SURVEY DISK
 OW0361_SETTING: 80 = SET IN A BOULDER
 OW0361_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OW0361
 OW0361  HISTORY     - Date     Condition        Report By
 OW0361  HISTORY     - 1903     MONUMENTED       USGS
 OW0361  HISTORY     - 1946     GOOD             USGS
 OW0361
 OW0361                          STATION DESCRIPTION
 OW0361
 OW0361'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OW0361'THE STATION IS LOCATED ON UNION PEAK, A HIGH ROCKY MOUNTAIN
 OW0361'ON THE CONTINENTAL DIVIDE AT THE NORTHWEST END OF THE ROUGH, ROCKY
 OW0361'RIDGE THAT FORMS THE WIND RIVER RANGE, ABOUT 10 MILES NORTHWEST
 OW0361'OF DUBOIS, 5 MILES EAST OF THE OLD UNION PASS ROAD AND NEAR THE
 OW0361'HEAD OF WARM SPRING CREEK.  THE DISK IS A U.S. GEOLOGICAL SURVEY
 OW0361'BENCH MARK DISK SET FLUSH IN A BOULDER THAT IS THE HIGHEST
 OW0361'POINT OF A PILE OF BOULDERS ABOUT 15 FEET HIGH, ABOUT 5 FEET
 OW0361'NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK PILE AND 25
 OW0361'FEET NORTHWEST OF THE SOUTHEAST EDGE.  THE DISK IS NOT
 OW0361'STAMPED.
 OW0361'
 OW0361'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN A BOULDER ABOUT 4
 OW0361'FEET LOWER THAN AND NORTH NORTHEAST OF THE STATION.  IT IS
 OW0361'STAMPED UNION USGS NO 1 1946.
 OW0361'
 OW0361'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN A BOULDER ABOUT 3
 OW0361'FEET LOWER THAN THE STATION, SOUTH SOUTHEAST OF THE STATION AND
 OW0361'2 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK PILE.  IT IS
 OW0361'STAMPED UNION USGS NO 2 1946.
 OW0361'
 OW0361'THE AZIMUTH MARK IS ABOUT 0.2 MILE WEST BY NORTH OF THE STATION.
 OW0361'THE DISK IS SET FLUSH IN A BOULDER AT THE HIGHEST POINT AND
 OW0361'EAST EDGE OF A PILE OF BOULDERS ABOUT 25 FEET HIGH.  IT IS
 OW0361'STAMPED UNION USGS 1946.
 OW0361'
 OW0361'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS GO WEST ON
 OW0361'U.S. HIGHWAY NO. 287 FOR 9.25 MILES TO A SIDE ROAD LEFT, TURN
 OW0361'LEFT, SOUTH, AND FOLLOW THE MAIN GRADED ROAD FOR 5.7 MILES TO
 OW0361'THE STORE AND POST OFFICE IN DU NOIR.  FROM THE STORE GO SOUTH
 OW0361'0.05 THEN TURN LEFT AND FOLLOW ROAD SOUTHEAST FOR 1.05 MILES
 OW0361'TO BRIDGE ACROSS WARM SPRINGS CREEK, CROSS BRIDGE AND CONTINUE
 OW0361'FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK, A NARROW,
 OW0361'CROOKED AND ROUGH ROAD AND FOLLOW UP HILL FOR FOR 1.75 MILES TO
 OW0361'A FORK, TAKE THE LEFT FORK AND GO 2.55 MILES TO A HIGH SUMMIT
 OW0361'IN AN OPEN MEADOW AND SHALLOW WASH.  CONTINUE SOUTH ON THE
 OW0361'MAIN ROAD FOR 0.5 MILE TO FORK, KEEP LEFT FORK AND CONTINUE
 OW0361'1.5 MILES TO ANOTHER FORK, HERE TAKE LEFT FORK AND GO 0.35
 OW0361'MILE TO A STREAM.  CROSS STREAM AND CONTINUE STRAIGHT AHEAD FOR
 OW0361'0.6 MILE TO A FORK, TAKE DIM LEFT FORK AND GO 0.15 MILE, HERE
 OW0361'KEEP RIGHT AND CONTINUE 0.6 MILE TO A SUMMIT IN A MEADOW.  HERE
 OW0361'LEAVE ROAD, TURNING LEFT ALONG POST MARKED TRAIL AND GO 0.1
 OW0361'MILE TO A SMALL LAKE, BEAR LEFT AND GO EASTERLY 0.35 MILE TO
 OW0361'RUINS OF 2 OLD CABINS, PASS TO THE LEFT OF THESE AND
 OW0361'CONTINUE UP OPEN VALLEY 0.7 MILE TO THE END OF TRUCK TRAVEL,
 OW0361'NORTH AND OPPOSITE THE POINT OF A FAIRLY BARE BURNT OVER
 OW0361'RIDGE WHICH PROJECTS FARTHEST OUT INTO THE OPEN VALLEY FROM
 OW0361'THE FAR SIDE, (CATTLE TRAIL CAN BE SEEN LEADING UP THIS
 OW0361'RIDGE).  FROM HERE GO SOUTH ACROSS CREEK AND SLOUGHS TO FOOT OF
 OW0361'RIDGE WITH CATTLE TRAIL, THEN GO SOUTHWARD UP THIS RIDGE TO
 OW0361'SUMMIT, THEN GO SLIGHTLY DOWN HILL INTO ANOTHER OPEN BASIN, HERE
 OW0361'BEAR LEFT AND UP THIS BASIN TO THE HIGHEAST ROCKY POINT OF UNION
 OW0361'PEAK, WHICH CAN BE SEEN FROM ALL OF THE IMMEDIATE VICINITY,
 OW0361'AND THE STATION AS DESCRIBED.  NOTE, THIS PARTY DROVE A 4 WHEEL
 OW0361'DRIVE TRUCK FROM THE END OF TRUCK TRAVEL OVER THIS ROUTE TO THE
 OW0361'STATION SITE.  IF IT IS WALKED IT IS ABOUT A 2-1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0434 ***********************************************************************
 PX0434  DESIGNATION -  UPTON
 PX0434  PID         -  PX0434
 PX0434  STATE/COUNTY-  WY/PARK
 PX0434  USGS QUAD   -  CASTLE ROCK CREEK (1987)
 PX0434
 PX0434                         *CURRENT SURVEY CONTROL
 PX0434  ___________________________________________________________________
 PX0434* NAD 83(1993)-  44 28 26.07730(N)    109 21 55.65682(W)     ADJUSTED  
 PX0434* NAVD 88     -      1745.3    (meters)    5726.     (feet)  VERTCON   
 PX0434  ___________________________________________________________________
 PX0434  LAPLACE CORR-         -14.22  (seconds)                    DEFLEC99
 PX0434  GEOID HEIGHT-          -9.50  (meters)                     GEOID03
 PX0434
 PX0434  HORZ ORDER  -  THIRD
 PX0434
 PX0434.The horizontal coordinates were established by classical geodetic methods
 PX0434.and adjusted by the National Geodetic Survey in January 1997..
 PX0434
 PX0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0434
 PX0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0434
 PX0434.The geoid height was determined by GEOID03.
 PX0434
 PX0434;                    North         East     Units Scale Factor Converg.
 PX0434;SPC WYWC     -   441,589.716   551,033.937   MT  0.99996698   -0 25 52.3
 PX0434;UTM  12      - 4,925,810.509   630,000.520   MT  0.99980784   +1 08 43.1
 PX0434
 PX0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0434!SPC WYWC     -   0.99972790  x   0.99996698  =   0.99969489
 PX0434!UTM  12      -   0.99972790  x   0.99980784  =   0.99953580
 PX0434
 PX0434:                Primary Azimuth Mark                     Grid Az
 PX0434:SPC WYWC     -  FOUR BEAR                                334 15 43.0
 PX0434:UTM  12      -  FOUR BEAR                                332 41 07.6
 PX0434
 PX0434|---------------------------------------------------------------------|
 PX0434| PID    Reference Object                     Distance      Geod. Az  |
 PX0434|                                                           dddmmss.s |
 PX0434| PX0410 FOUR BEAR                           APPROX. 4.5 KM 3334950.7 |
 PX0434|---------------------------------------------------------------------|
 PX0434
 PX0434                          SUPERSEDED SURVEY CONTROL
 PX0434
 PX0434  NAD 83(1986)-  44 28 26.06488(N)    109 21 55.64912(W) AD(       ) 3
 PX0434  NAD 27      -  44 28 26.21636(N)    109 21 53.06975(W) AD(       ) 3
 PX0434  NGVD 29 (07/19/86) 1744.2    (m)         5722.     (f) VERT ANG       
 PX0434
 PX0434.Superseded values are not recommended for survey control.
 PX0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0434.See file dsdata.txt to determine how the superseded data were derived.
 PX0434
 PX0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ3000125811(NAD 83)
 PX0434_MARKER: DD = SURVEY DISK
 PX0434_SETTING: 80 = SET IN A BOULDER
 PX0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0434+STABILITY: SURFACE MOTION
 PX0434
 PX0434  HISTORY     - Date     Condition        Report By
 PX0434  HISTORY     - 1948     MONUMENTED       USGS
 PX0434
 PX0434                          STATION DESCRIPTION
 PX0434
 PX0434'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0434'STATION IS LOCATED ABOUT 17 MI. SW. OF CODY, PARK COUNTY, WYOMING IN
 PX0434'THE LOW FOOTHILLS ON THE S. SIDE OF THE SHOSHONE RIVER, 1.3 MI. W. UP
 PX0434'THE UPPER END OF THE SHOSHONE RESERVOIR -LOCALLY CALLED THE BUFFALO
 PX0434'BILL RESERVOIR- ABOUT 1800 FT. S. OF THE RIVER, ABOUT 800 FT. E. OF A
 PX0434'VERY DIM TRAIL RD. LEADING S. UP A DRY WASH.  ABOUT 1200 FT. S. OF
 PX0434'E-W. TRAIL RD. ABOUT 1900 FT. SE. OF A PRIVATE CABLE BRIDGE ACROSS THE
 PX0434'SHOSHONE RIVER ON THE CREST OF A LOW ROUND HILL.
 PX0434'
 PX0434'TO REACH STATION FROM THE POST OFFICE IN CODY, FOLLOW THE CODY E.
 PX0434'ENTRANCE RD. -U.S. HIGHWAY 20- TOWARD YELLOWSTONE PARK FOR 20.8 MI.
 PX0434'TO A RD. JUNCTION IN FRONT OF THE WAPITI POST OFFICE AND LODGE, TURN
 PX0434'S. AND FOLLOW MAIN TRAIL RD. ALONG THE UPPER EDGE OF IRRIGATED FARM
 PX0434'LAND ON THE S. SIDE OF THE SHOSHONE RIVER FOR 4.1 MI. TO A RD. FORK
 PX0434'LEFT ACROSS A PRIVATE CABLE BRIDGE, TURN RIGHT AND FOLLOW TRAIL RD. TO
 PX0434'E. FOR 0.2 MI. TO JUNCTION OF A VERY DIM TRAIL RD. S. TURN S. AND
 PX0434'FOLLOW DIM RD. FOR 0.4 MI. TO FIRST FOOTHILLS, LEAVE TRUCK AND CLIMB
 PX0434'TO TOP OF LOW ROUND HILL ABOUT 800 FT. AND STATION LOCATION.
 PX0434'
 PX0434'STATION MARK - A STANDARD GEOLOGICAL SURVEY TABLET STAMPED ---UPTON
 PX0434'1948--- CEMENTED IN THE TOP OF A CONE SHAPED BLACK BOULDER.
 PX0434'
 PX0434'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET STAMPED ---UPTON
 PX0434'NO.1--- CEMENTED IN THE TOP OF A BOULDER 27.66 W.,
 PX0434'N 71 DEG 19 MIN E.
 PX0434'
 PX0434'REFERENCE MARK NO.2. - A STANDARD REFERENCE TABLET STAMPED ---UPTON
 PX0434'NO.1--- IS CHISLED OUT AND RESTAMPED --- NO.2 --- CEMENTED IN
 PX0434'EMBEDDED BOULDER 20.04 FT. N., S 00 DEG 14 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0788 ***********************************************************************
 MR0788  DESIGNATION -  URIE
 MR0788  PID         -  MR0788
 MR0788  STATE/COUNTY-  WY/UINTA
 MR0788  USGS QUAD   -  MOUNTAIN VIEW (1980)
 MR0788
 MR0788                         *CURRENT SURVEY CONTROL
 MR0788  ___________________________________________________________________
 MR0788* NAD 83(1993)-  41 18 51.57280(N)    110 22 04.80512(W)     ADJUSTED  
 MR0788* NAVD 88     -      2079.2    (meters)    6822.     (feet)  VERTCON   
 MR0788  ___________________________________________________________________
 MR0788  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 MR0788  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 MR0788
 MR0788  HORZ ORDER  -  SECOND
 MR0788
 MR0788.The horizontal coordinates were established by classical geodetic methods
 MR0788.and adjusted by the National Geodetic Survey in January 1997..
 MR0788
 MR0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0788
 MR0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0788
 MR0788.The geoid height was determined by GEOID03.
 MR0788
 MR0788;                    North         East     Units Scale Factor Converg.
 MR0788;SPC WY W     -   190,466.040   776,165.018   MT  0.99994449   -0 11 16.6
 MR0788;UTM  12      - 4,573,843.774   552,898.877   MT  0.99963444   +0 25 02.1
 MR0788
 MR0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0788!SPC WY W     -   0.99967622  x   0.99994449  =   0.99962073
 MR0788!UTM  12      -   0.99967622  x   0.99963444  =   0.99931078
 MR0788
 MR0788|---------------------------------------------------------------------|
 MR0788| PID    Reference Object                     Distance      Geod. Az  |
 MR0788|                                                           dddmmss.s |
 MR0788| CP5975 URIE RM 1                            12.397 METERS 05635     |
 MR0788| CP5974 URIE AZ MK                                         2810637.9 |
 MR0788| CP5976 URIE RM 2                            11.086 METERS 32251     |
 MR0788|---------------------------------------------------------------------|
 MR0788
 MR0788                          SUPERSEDED SURVEY CONTROL
 MR0788
 MR0788  NAD 83(1986)-  41 18 51.56065(N)    110 22 04.79577(W) AD(       ) 2
 MR0788  NAD 27      -  41 18 51.73970(N)    110 22 02.23060(W) AD(       ) 2
 MR0788  NGVD 29 (07/19/86) 2077.9    (m)         6817.     (f) VERT ANG       
 MR0788
 MR0788.Superseded values are not recommended for survey control.
 MR0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0788.See file dsdata.txt to determine how the superseded data were derived.
 MR0788
 MR0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5289973844(NAD 83)
 MR0788_MARKER: DS = TRIANGULATION STATION DISK
 MR0788_SETTING: 0 = UNSPECIFIED SETTING
 MR0788
 MR0788  HISTORY     - Date     Condition        Report By
 MR0788  HISTORY     - 1962     MONUMENTED       CGS
 MR0788
 MR0788                          STATION DESCRIPTION
 MR0788
 MR0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0788'STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY 30S.
 MR0788'IT IS ON THE LOW, ROCK COVERED RIDGE.  ABOUT 1 MILE EAST OF FORT
 MR0788'BRIDGER, 1-3/4 MILES WEST OF URIE AND 9 MILES SOUTH SOUTHEAST
 MR0788'OF CARTER.
 MR0788'
 MR0788'TO REACH THE STATION FROM THE POST OFFICE IN FORT BRIDGER, GO
 MR0788'EAST ON U.S. HIGHWAY 30S FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 MR0788'RIGHT.  CONTINUE EAST ON THE HIGHWAY FOR 0.85 MILE TO A SIDE
 MR0788'ROAD RIGHT.  TURN RIGHT, SOUTH ON A GRAVEL ROAD FOR 0.25 MILE
 MR0788'TO A LONE TREE ON THE LEFT AND THE END OF TRUCK TRAVEL.  FROM
 MR0788'HERE PACK WEST TO THE TOP OF THE RIDGE AND THE STATION.  ABOUT
 MR0788'A 5 MINUTE PACK.
 MR0788'
 MR0788'STATION MARK IS A STANDARD DISK, STAMPED URIE 1962, BRAZED TO
 MR0788'THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS
 MR0788'ON THE HIGHEST PART OF THE HILL.
 MR0788'
 MR0788'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED URIE NO 1 1962,
 MR0788'BRAZED TO THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 MR0788'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 MR0788'
 MR0788'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED URIE NO 2 1962,
 MR0788'BRAZED TO THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS 6
 MR0788'INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 MR0788'
 MR0788'AZIMUTH MARK IS A STANDARD DISK, STAMPED URIE 1962, SET IN
 MR0788'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 MR0788'IT IS 105 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30S, 4
 MR0788'FEET NORTHEAST OF A TELEPHONE LINE POLE, 1.7 FEET NORTH OF A
 MR0788'FENCE, 1.7 FEET SOUTH OF A WITNESS POST AND ABOUT 6 FEET LOWER
 MR0788'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0327 ***********************************************************************
 OV0327  DESIGNATION -  URRUTY
 OV0327  PID         -  OV0327
 OV0327  STATE/COUNTY-  WY/JOHNSON
 OV0327  USGS QUAD   -  FORT RENO (1973)
 OV0327
 OV0327                         *CURRENT SURVEY CONTROL
 OV0327  ___________________________________________________________________
 OV0327* NAD 83(1993)-  43 47 55.26453(N)    106 13 46.31728(W)     ADJUSTED  
 OV0327* NAVD 88     -      1368.5    (meters)    4490.     (feet)  VERTCON   
 OV0327  ___________________________________________________________________
 OV0327  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 OV0327  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 OV0327
 OV0327  HORZ ORDER  -  THIRD
 OV0327
 OV0327.The horizontal coordinates were established by classical geodetic methods
 OV0327.and adjusted by the National Geodetic Survey in January 1997..
 OV0327
 OV0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0327
 OV0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0327
 OV0327.The geoid height was determined by GEOID03.
 OV0327
 OV0327;                    North         East     Units Scale Factor Converg.
 OV0327;SPC WYEC     -   466,974.733   488,825.144   MT  1.00003451   +0 45 50.5
 OV0327;UTM  13      - 4,850,248.169   401,090.286   MT  0.99972033   -0 51 03.8
 OV0327
 OV0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0327!SPC WYEC     -   0.99978769  x   1.00003451  =   0.99982219
 OV0327!UTM  13      -   0.99978769  x   0.99972033  =   0.99950808
 OV0327
 OV0327:                Primary Azimuth Mark                     Grid Az
 OV0327:SPC WYEC     -  SALT                                     248 28 39.4
 OV0327:UTM  13      -  SALT                                     250 05 33.7
 OV0327
 OV0327|---------------------------------------------------------------------|
 OV0327| PID    Reference Object                     Distance      Geod. Az  |
 OV0327|                                                           dddmmss.s |
 OV0327| OV0337 SALT                                APPROX. 9.0 KM 2491429.9 |
 OV0327|---------------------------------------------------------------------|
 OV0327
 OV0327                          SUPERSEDED SURVEY CONTROL
 OV0327
 OV0327  NAD 83(1986)-  43 47 55.24586(N)    106 13 46.28998(W) AD(       ) 3
 OV0327  NAD 27      -  43 47 55.33481(N)    106 13 44.20072(W) AD(       ) 3
 OV0327  NGVD 29 (07/19/86) 1367.8    (m)         4488.     (f) VERT ANG       
 OV0327
 OV0327.Superseded values are not recommended for survey control.
 OV0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0327.See file dsdata.txt to determine how the superseded data were derived.
 OV0327
 OV0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ0109050248(NAD 83)
 OV0327_MARKER: DD = SURVEY DISK
 OV0327_SETTING: 0 = UNSPECIFIED SETTING
 OV0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0327
 OV0327  HISTORY     - Date     Condition        Report By
 OV0327  HISTORY     - 1952     MONUMENTED       USGS
 OV0327  HISTORY     - 1958     GOOD             USGS
 OV0327
 OV0327                          STATION DESCRIPTION
 OV0327
 OV0327'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OV0327'LOCATED ON THE E. SIDE OF PROMINENT PLATEAU, IN POWDER RIVER VALLEY.
 OV0327'
 OV0327'TO REACH FROM SUSSEX GENERAL STORE, GO SE. ALONG COUNTY RD. 4.8 MI.,
 OV0327'TURN LEFT AND KEEP LEFT ON MAIN TRAVELED RD. 8.3 MI. TO CREEK
 OV0327'CROSSING, TURN LEFT AND GO 0.6 MI. TO FORK, TURN RIGHT AND GO 1.2
 OV0327'MI. TO GATE, TURN LEFT, FOLLOW RIDGE RD. 0.9 MI. TO FORK, TURN RIGHT
 OV0327'AND GO 0.6 MI. TO TOP OF PLATEAU AND STATION.
 OV0327'
 OV0327'STATION MARK--STANDARD TABLET, IN CONCRETE POST, STAMPED ---URRUTY
 OV0327'1952---.
 OV0327'
 OV0327'REFERENCE MARK NO. 1--STEEL ROD, IN CONCRETE POST, 41.88 FT. DISTANT,
 OV0327'N 84 DEG 53 MIN E.
 OV0327'
 OV0327'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, IN CONCRETE CAP ON
 OV0327'STEEL POST, 46.35 FT. DISTANT, N 25 DEG 42 MIN W.
 OV0327
 OV0327                          STATION RECOVERY (1958)
 OV0327
 OV0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OV0327'LOCATED ON THE E. SIDE OF PROMINIENT PLATEAU IN POWDER RIVER VALLEY.
 OV0327'TO REACH FROM SUSSEX GENERAL STORE GO SE. ALONG COUNTY RD. 4.8 MI.
 OV0327'TURN LEFT AND KEEP LEFT ON MAIN TRAVELED RD. 8.3 MI. TO CREEK CROSSING
 OV0327'TURN LEFT GO 0.6 MI. TO FORK, TURN RIGHT GO 1.2 MI. TO GATE, TURN LEFT
 OV0327'FOLLOW RIDGE ROAD 0.9 MI. TO FORK, TURN RIGHT AND GO 0.6 MI. TO TOP OF
 OV0327'PLATEAU AND STATION.
 OV0327'
 OV0327'STATION MARK - STANDARD TABLET IN CONCRETE POST, STAMPED ---URRUTY
 OV0327'1952---.
 OV0327'REFERENCE MARK - NO.1 - STEEL ROD IN CONCRETE POST 41.88 FT.,
 OV0327'S 84 DEG 53  MIN W.
 OV0327'
 OV0327'REFERENCE MARK -NO.2 - COPPER NAIL AND WASHER IN CONCRETE CAP ON STEEL
 OV0327'POST 46.35 FT., S 25 DEG 42 MIN E.
 OV0327'
 OV0327'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0058 ***********************************************************************
 OX0058  DESIGNATION -  USBPR
 OX0058  PID         -  OX0058
 OX0058  STATE/COUNTY-  WY/SUBLETTE
 OX0058  USGS QUAD   -  BONDURANT (1967)
 OX0058
 OX0058                         *CURRENT SURVEY CONTROL
 OX0058  ___________________________________________________________________
 OX0058* NAD 83(1986)-  43 14 52.     (N)    110 28 19.     (W)     SCALED    
 OX0058* NAVD 88     -      1960.96   (+/-2cm)    6433.6    (feet)  VERTCON   
 OX0058  ___________________________________________________________________
 OX0058  GEOID HEIGHT-         -10.25  (meters)                     GEOID03
 OX0058
 OX0058  VERT ORDER  -  ? (See Below)
 OX0058
 OX0058.The horizontal coordinates were scaled from a topographic map and have
 OX0058.an estimated accuracy of +/- 6 seconds.
 OX0058
 OX0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0058.The vertical order pertains to the NGVD 29 superseded value.
 OX0058
 OX0058.The geoid height was determined by GEOID03.
 OX0058
 OX0058;                    North         East    Units  Estimated Accuracy
 OX0058;SPC WY W     -   405,250.      768,440.      MT  (+/- 180 meters Scaled)
 OX0058
 OX0058                          SUPERSEDED SURVEY CONTROL
 OX0058
 OX0058  NGVD 29 (??/??/92) 1959.583  (m)         6429.07   (f) ADJ UNCH    ?  
 OX0058
 OX0058.Superseded values are not recommended for survey control.
 OX0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0058.See file dsdata.txt to determine how the superseded data were derived.
 OX0058
 OX0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN428884(NAD 83)
 OX0058_MARKER: DD = SURVEY DISK
 OX0058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OX0058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OX0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0058
 OX0058  HISTORY     - Date     Condition        Report By
 OX0058  HISTORY     - UNK      MONUMENTED       BPR
 OX0058  HISTORY     - 1934     GOOD             NGS
 OX0058  HISTORY     - 1967     MARK NOT FOUND   USGS
 OX0058
 OX0058                          STATION DESCRIPTION
 OX0058
 OX0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0058'4.4 MI NW FROM TRIANGLE F RANCH.
 OX0058'4.4 MILES NORTHWEST, BY HIGHWAY OF POST OFFICE.  ALONG U.S. HIGHWAY
 OX0058'187, ACROSS THE HIGHWAY FROM V-V RANCH.  6 FEET SOUTH OF U.S. COAST
 OX0058'AND GEODETIC SURVEY BENCH MARK P 45.  MARK SET IN TOP OF IRON POST.
 OX0058
 OX0058                          STATION RECOVERY (1967)
 OX0058
 OX0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OX0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0507 ***********************************************************************
 NQ0507  DESIGNATION -  UVA
 NQ0507  PID         -  NQ0507
 NQ0507  STATE/COUNTY-  WY/PLATTE
 NQ0507  USGS QUAD   -  DWYER (1990)
 NQ0507
 NQ0507                         *CURRENT SURVEY CONTROL
 NQ0507  ___________________________________________________________________
 NQ0507* NAD 83(1993)-  42 08 32.56099(N)    104 52 48.53378(W)     ADJUSTED  
 NQ0507* NAVD 88     -      1508.     (meters)    4947.     (feet)  SCALED    
 NQ0507  ___________________________________________________________________
 NQ0507  LAPLACE CORR-          -8.46  (seconds)                    DEFLEC99
 NQ0507  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NQ0507
 NQ0507  HORZ ORDER  -  SECOND
 NQ0507
 NQ0507.The horizontal coordinates were established by classical geodetic methods
 NQ0507.and adjusted by the National Geodetic Survey in January 1997..
 NQ0507
 NQ0507.The orthometric height was scaled from a topographic map.
 NQ0507
 NQ0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0507
 NQ0507.The geoid height was determined by GEOID03.
 NQ0507
 NQ0507;                    North         East     Units Scale Factor Converg.
 NQ0507;SPC WY E     -   182,431.057   223,683.806   MT  0.99994440   +0 11 32.1
 NQ0507;UTM  13      - 4,665,591.444   509,903.679   MT  0.99960121   +0 04 49.5
 NQ0507
 NQ0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0507!SPC WY E     -   0.99976586  x   0.99994440  =   0.99971027
 NQ0507!UTM  13      -   0.99976586  x   0.99960121  =   0.99936716
 NQ0507
 NQ0507                          SUPERSEDED SURVEY CONTROL
 NQ0507
 NQ0507  NAD 83(1986)-  42 08 32.54084(N)    104 52 48.52869(W) AD(       ) 2
 NQ0507  NAD 27      -  42 08 32.65080(N)    104 52 46.63720(W) AD(       ) 2
 NQ0507
 NQ0507.Superseded values are not recommended for survey control.
 NQ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0507.See file dsdata.txt to determine how the superseded data were derived.
 NQ0507
 NQ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0990465591(NAD 83)
 NQ0507_MARKER: DD = SURVEY DISK
 NQ0507_SETTING: 80 = SET IN A BOULDER
 NQ0507_SP_SET: SET IN DRILL HOLE IN A BOULDER
 NQ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0507+STABILITY: SURFACE MOTION
 NQ0507
 NQ0507  HISTORY     - Date     Condition        Report By
 NQ0507  HISTORY     - 1963     MONUMENTED       USGS
 NQ0507
 NQ0507                          STATION DESCRIPTION
 NQ0507
 NQ0507'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NQ0507'THE STATION IS LOCATED ABOUT 6-1/4 MILES NORTH AND 3-1/2 MILES
 NQ0507'EAST OF WHEATLAND, 1 MILE NORTH OF THE LARAMIE RIVER, IN THE
 NQ0507'NW 1/4 OF SEC. 15 T25N R67W, ON A PROMINENT HILL THAT IS
 NQ0507'SPARSELY COVERED WITH SCRUB PINE TREES.
 NQ0507'
 NQ0507'UVA (USGS), STAMPED VABM 4945 UVA 1947, IS A U.S.G.S. STATION
 NQ0507'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS APPROXIMATELY
 NQ0507'8 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS 53.3
 NQ0507'FEET SOUTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0509 ***********************************************************************
 NQ0509  DESIGNATION -  UVA
 NQ0509  PID         -  NQ0509
 NQ0509  STATE/COUNTY-  WY/PLATTE
 NQ0509  USGS QUAD   -  DWYER (1990)
 NQ0509
 NQ0509                         *CURRENT SURVEY CONTROL
 NQ0509  ___________________________________________________________________
 NQ0509* NAD 83(1993)-  42 08 33.00877(N)    104 52 48.06901(W)     ADJUSTED  
 NQ0509* NAVD 88     -      1508.     (meters)    4947.     (feet)  SCALED    
 NQ0509  ___________________________________________________________________
 NQ0509  LAPLACE CORR-          -8.46  (seconds)                    DEFLEC99
 NQ0509  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 NQ0509
 NQ0509  HORZ ORDER  -  SECOND
 NQ0509
 NQ0509.The horizontal coordinates were established by classical geodetic methods
 NQ0509.and adjusted by the National Geodetic Survey in January 1997..
 NQ0509
 NQ0509.The orthometric height was scaled from a topographic map.
 NQ0509
 NQ0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0509
 NQ0509.The geoid height was determined by GEOID03.
 NQ0509
 NQ0509;                    North         East     Units Scale Factor Converg.
 NQ0509;SPC WY E     -   182,444.908   223,694.432   MT  0.99994441   +0 11 32.4
 NQ0509;UTM  13      - 4,665,605.269   509,914.327   MT  0.99960121   +0 04 49.8
 NQ0509
 NQ0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0509!SPC WY E     -   0.99976586  x   0.99994441  =   0.99971028
 NQ0509!UTM  13      -   0.99976586  x   0.99960121  =   0.99936716
 NQ0509
 NQ0509:                Primary Azimuth Mark                     Grid Az
 NQ0509:SPC WY E     -  UVA AZ MK                                033 29 37.9
 NQ0509:UTM  13      -  UVA AZ MK                                033 36 20.5
 NQ0509
 NQ0509|---------------------------------------------------------------------|
 NQ0509| PID    Reference Object                     Distance      Geod. Az  |
 NQ0509|                                                           dddmmss.s |
 NQ0509| CQ4306 UVA AZ MK                                          0334110.3 |
 NQ0509| CQ4307 UVA RM 1                             22.644 METERS 10014     |
 NQ0509| NQ0507 UVA                                  17.458 METERS 21741     |
 NQ0509|---------------------------------------------------------------------|
 NQ0509
 NQ0509                          SUPERSEDED SURVEY CONTROL
 NQ0509
 NQ0509  NAD 83(1986)-  42 08 32.98862(N)    104 52 48.06392(W) AD(       ) 2
 NQ0509  NAD 27      -  42 08 33.09860(N)    104 52 46.17250(W) AD(       ) 2
 NQ0509
 NQ0509.Superseded values are not recommended for survey control.
 NQ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0509.See file dsdata.txt to determine how the superseded data were derived.
 NQ0509
 NQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0991465605(NAD 83)
 NQ0509_MARKER: DS = TRIANGULATION STATION DISK
 NQ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0509
 NQ0509  HISTORY     - Date     Condition        Report By
 NQ0509  HISTORY     - 1963     MONUMENTED       CGS
 NQ0509
 NQ0509                          STATION DESCRIPTION
 NQ0509
 NQ0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0509'THE STATION IS LOCATED ABOUT 6-1/4 MILES NORTH AND 3-1/2 MILES
 NQ0509'EAST OF WHEATLAND, 1 MILE NORTH OF THE LARAMIE RIVER, IN THE
 NQ0509'NW 1/4 OF SEC. 15 T25N R67W, ON A PROMINENT HILL THAT IS
 NQ0509'SPARSELY COVERED WITH SCRUB PINE TREES.
 NQ0509'
 NQ0509'TO REACH THE STATION FROM THE POST OFFICE IN WHEATLAND, GO
 NQ0509'NORTH ON U.S. HIGHWAY 87 FOR 7.1 MILES TO A CROSSROAD.  TURN
 NQ0509'RIGHT AND GO EAST AND NORTHEAST ON A TRACK ROAD FOR 2.2 MILES
 NQ0509'TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST AND EAST ON
 NQ0509'A TRACK ROAD FOR 0.7 MILE TO A Y-FORK.  TAKE LEFT FORK, EAST,
 NQ0509'FOR 0.15 MILE TO A Y-FORK.  TAKE THE RIGHT FORK, EAST, FOR
 NQ0509'0.1 MILE TO A DIM Y-FORK AT THE HEAD OF A SMALL WASH.  TAKE
 NQ0509'THE RIGHT FORK AND FOLLOW THE TRACK ROAD SOUTHEAST AND EAST
 NQ0509'FOR 1.0 MILE TO A Y-FORK.  TAKE THE LEFT FORK, NORTHEAST, FOR
 NQ0509'0.2 MILE TO A REVERSE Y-FORK AND THE AZIMUTH MARK ON THE
 NQ0509'LEFT, NORTHWEST SIDE OF THE ROAD.  TURN SHARP RIGHT AND GO
 NQ0509'SOUTHWESTERLY ON A TRACK ROAD FOR 0.75 MILE TO THE TOP OF
 NQ0509'THE HILL AND THE STATION.
 NQ0509'
 NQ0509'THE STATION MARK, STAMPED UVA 1963, IS A STANDARD DISK SET
 NQ0509'IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS
 NQ0509'6 INCHES.  IT IS 4.0 FEET NORTHEAST OF A WITNESS POST.
 NQ0509'
 NQ0509'UVA (USGS), STAMPED VABM 4945 UVA 1947, IS A U.S.G.S. STATION
 NQ0509'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS APPROXIMATELY
 NQ0509'8 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS 53.3
 NQ0509'FEET SOUTHWEST OF THE WITNESS POST.
 NQ0509'
 NQ0509'REFERENCE MARK NO. 1, STAMPED UVA NO 1 1963, IS A STANDARD DISK
 NQ0509'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 NQ0509'PROJECTS 3 INCHES.  IT IS 29.4 FEET EAST OF THE WITNESS POST.
 NQ0509'
 NQ0509'IT IS 74.3 FEET OR 22.64 METERS BETWEEN REFERENCE MARK NO. 1
 NQ0509'AND UVA (USGS).
 NQ0509'
 NQ0509'THE AZIMUTH MARK, STAMPED UVA 1963, IS A STANDARD DISK SET IN
 NQ0509'THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 NQ0509'INCHES.  IT IS 11 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD
 NQ0509'AND 1.8 FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0728 ***********************************************************************
 MO0728  DESIGNATION -  V
 MO0728  PID         -  MO0728
 MO0728  STATE/COUNTY-  WY/ALBANY
 MO0728  USGS QUAD   -  CANNONBALL CUT (1981)
 MO0728
 MO0728                         *CURRENT SURVEY CONTROL
 MO0728  ___________________________________________________________________
 MO0728* NAD 83(1986)-  41 50 30.     (N)    105 51 57.     (W)     SCALED    
 MO0728* NAVD 88     -      2044.734  (meters)    6708.43   (feet)  ADJUSTED  
 MO0728  ___________________________________________________________________
 MO0728  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 MO0728  DYNAMIC HT  -        2043.056 (meters)    6702.93  (feet)  COMP
 MO0728  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 MO0728
 MO0728  VERT ORDER  -  FIRST     CLASS II
 MO0728
 MO0728.The horizontal coordinates were scaled from a topographic map and have
 MO0728.an estimated accuracy of +/- 6 seconds.
 MO0728
 MO0728.The orthometric height was determined by differential leveling
 MO0728.and adjusted by the National Geodetic Survey in June 1991..
 MO0728
 MO0728.The geoid height was determined by GEOID03.
 MO0728
 MO0728.The dynamic height is computed by dividing the NAVD 88
 MO0728.geopotential number by the normal gravity value computed on the
 MO0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0728.degrees latitude (g = 980.6199 gals.).
 MO0728
 MO0728.The modeled gravity was interpolated from observed gravity values.
 MO0728
 MO0728;                    North         East    Units  Estimated Accuracy
 MO0728;SPC WY E     -   149,230.      141,930.      MT  (+/- 180 meters Scaled)
 MO0728
 MO0728                          SUPERSEDED SURVEY CONTROL
 MO0728
 MO0728  NGVD 29 (??/??/92) 2043.670  (m)         6704.94   (f) ADJ UNCH    1 2
 MO0728
 MO0728.Superseded values are not recommended for survey control.
 MO0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0728.See file dsdata.txt to determine how the superseded data were derived.
 MO0728
 MO0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG281325(NAD 83)
 MO0728_MARKER: Z = SEE DESCRIPTION
 MO0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0728_SP_SET: GRANITE POST
 MO0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0728+STABILITY: SURFACE MOTION
 MO0728
 MO0728  HISTORY     - Date     Condition        Report By
 MO0728  HISTORY     - UNK      MONUMENTED       CGS
 MO0728  HISTORY     - 1947     GOOD             NGS
 MO0728  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0728
 MO0728                          STATION DESCRIPTION
 MO0728
 MO0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0728'11.4 MI NE FROM ROCK RIVER.
 MO0728'2.9 MILES NORTH ALONG U.S. HIGHWAY NO. 30 FROM THE HIGH SCHOOL
 MO0728'AT ROCK RIVER, THENCE 6.5 MILES EAST AND NORTHEAST ALONG A
 MO0728'GRAVEL ROAD AND 1.95 MILE NORTH ALONG A DIRT ROAD, AT THE HALL
 MO0728'RANCH HOUSE WHICH IS AT THE SITE OF THE OLD ROCK CREEK STATION,
 MO0728'112.2 FEET EAST OF THE EAST SIDE OF THE BASE OF AN ENCLOSED
 MO0728'WATER TANK, 96.0 FEET NORTHEAST OF THE EAST CORNER OF THE OLD
 MO0728'SALOON AND HOTEL BUILDING, 70.9 FEET EAST SOUTHEAST OF THE EAST
 MO0728'CORNER OF THE CONCRETE FOUNDATION OF THE HALL RANCH HOUSE, 20.5
 MO0728'FEET SOUTHWEST OF THE SOUTH CORNER OF THE OLD BLACKSMITH SHOP
 MO0728'BUILDING, 9.0 FEET SOUTHWEST OF BENCH MARK W, 4.0 FEET SOUTHWEST
 MO0728'OF A REFERENCE POST, 2.0 FEET NORTHWEST OF THE SOUTHEAST FENCE
 MO0728'OF THE YARD, THE BOTTOM OF A 1 1/2-INCH SQUARE HOLE CUT IN THE
 MO0728'TOP OF A RED GRANITE POST AND SURROUNDED BY THE LETTERS U S B M
 MO0728'AND PROJECTING 0.6 FOOT, THE LETTER V IS CUT IN THE TOP OF THE
 MO0728'POST BETWEEN THE LETTERS U S OF U S B M.
 MO0728
 MO0728                          STATION RECOVERY (1983)
 MO0728
 MO0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0020 ***********************************************************************
 NQ0020  DESIGNATION -  V 1
 NQ0020  PID         -  NQ0020
 NQ0020  STATE/COUNTY-  WY/NIOBRARA
 NQ0020  USGS QUAD   -  NODE (1978)
 NQ0020
 NQ0020                         *CURRENT SURVEY CONTROL
 NQ0020  ___________________________________________________________________
 NQ0020* NAD 83(1986)-  42 43 05.     (N)    104 17 49.     (W)     SCALED    
 NQ0020* NAVD 88     -      1505.387  (meters)    4938.92   (feet)  ADJUSTED  
 NQ0020  ___________________________________________________________________
 NQ0020  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 NQ0020  DYNAMIC HT  -        1504.535 (meters)    4936.13  (feet)  COMP
 NQ0020  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 NQ0020
 NQ0020  VERT ORDER  -  FIRST     CLASS II
 NQ0020
 NQ0020.The horizontal coordinates were scaled from a topographic map and have
 NQ0020.an estimated accuracy of +/- 6 seconds.
 NQ0020
 NQ0020.The orthometric height was determined by differential leveling
 NQ0020.and adjusted by the National Geodetic Survey in June 1991..
 NQ0020
 NQ0020.The geoid height was determined by GEOID03.
 NQ0020
 NQ0020.The dynamic height is computed by dividing the NAVD 88
 NQ0020.geopotential number by the normal gravity value computed on the
 NQ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0020.degrees latitude (g = 980.6199 gals.).
 NQ0020
 NQ0020.The modeled gravity was interpolated from observed gravity values.
 NQ0020
 NQ0020;                    North         East    Units  Estimated Accuracy
 NQ0020;SPC WY E     -   246,700.      271,240.      MT  (+/- 180 meters Scaled)
 NQ0020
 NQ0020                          SUPERSEDED SURVEY CONTROL
 NQ0020
 NQ0020  NGVD 29 (??/??/92) 1504.700  (m)         4936.67   (f) ADJ UNCH    1 2
 NQ0020
 NQ0020.Superseded values are not recommended for survey control.
 NQ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0020.See file dsdata.txt to determine how the superseded data were derived.
 NQ0020
 NQ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH575297(NAD 83)
 NQ0020_MARKER: Z = SEE DESCRIPTION
 NQ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0020_SP_SET: STONE POST
 NQ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0020+STABILITY: SURFACE MOTION
 NQ0020
 NQ0020  HISTORY     - Date     Condition        Report By
 NQ0020  HISTORY     - UNK      MONUMENTED       CGS
 NQ0020  HISTORY     - 1954     GOOD             NGS
 NQ0020
 NQ0020                          STATION DESCRIPTION
 NQ0020
 NQ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NQ0020'8.6 MI E FROM LUSK.
 NQ0020'8.6 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0020'FROM THE STATION AT LUSK, 103 FEET NORTH OF THE CENTER LINE OF
 NQ0020'U.S. HIGHWAY 20, 35 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NQ0020'TRACK, 23 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION
 NQ0020'AT NODE, 17 FEET NORTHEAST OF THE 15TH POLE EAST OF MILEPOST
 NQ0020'483, 2 FEET WEST OF A WITNESS POST, IN THE TOP OF A STONE POST WHICH
 NQ0020'IS FLUSH WITH THE GROUND, SURROUNDED BY THE LETTERS USBM.  IN
 NQ0020'SECTION 27, TOWNSHIP 32 NORTH, RANGE 62 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0006 ***********************************************************************
 PY0006  DESIGNATION -  V 10
 PY0006  PID         -  PY0006
 PY0006  STATE/COUNTY-  WY/PARK
 PY0006  USGS QUAD   -  LAKE (1986)
 PY0006
 PY0006                         *CURRENT SURVEY CONTROL
 PY0006  ___________________________________________________________________
 PY0006* NAD 83(1986)-  44 30 57.     (N)    110 29 21.     (W)     SCALED    
 PY0006* NAVD 88     -      2453.241  (meters)    8048.67   (feet)  ADJUSTED  
 PY0006  ___________________________________________________________________
 PY0006  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 PY0006  DYNAMIC HT  -        2451.569 (meters)    8043.19  (feet)  COMP
 PY0006  MODELED GRAV-     979,847.6   (mgal)                       NAVD 88
 PY0006
 PY0006  VERT ORDER  -  FIRST     CLASS II
 PY0006
 PY0006.The horizontal coordinates were scaled from a topographic map and have
 PY0006.an estimated accuracy of +/- 6 seconds.
 PY0006
 PY0006.The orthometric height was determined by differential leveling
 PY0006.and adjusted by the National Geodetic Survey in June 1991..
 PY0006
 PY0006.The geoid height was determined by GEOID03.
 PY0006
 PY0006.The dynamic height is computed by dividing the NAVD 88
 PY0006.geopotential number by the normal gravity value computed on the
 PY0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0006.degrees latitude (g = 980.6199 gals.).
 PY0006
 PY0006.The modeled gravity was interpolated from observed gravity values.
 PY0006
 PY0006;                    North         East    Units  Estimated Accuracy
 PY0006;SPC WYWC     -   447,540.      461,730.      MT  (+/- 180 meters Scaled)
 PY0006
 PY0006                          SUPERSEDED SURVEY CONTROL
 PY0006
 PY0006  NGVD 29 (08/20/92) 2451.828  (m)         8044.04   (f) ADJUSTED    1 2
 PY0006
 PY0006.Superseded values are not recommended for survey control.
 PY0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0006.See file dsdata.txt to determine how the superseded data were derived.
 PY0006
 PY0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ405292(NAD 83)
 PY0006_MARKER: DB = BENCH MARK DISK
 PY0006_SETTING: 80 = SET IN A BOULDER
 PY0006_SP_SET: BOULDER
 PY0006_STAMPING: V 10 1923
 PY0006_MARK LOGO: CGS   
 PY0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0006+STABILITY: SURFACE MOTION
 PY0006
 PY0006  HISTORY     - Date     Condition        Report By
 PY0006  HISTORY     - 1923     MONUMENTED       CGS
 PY0006  HISTORY     - 1934     MARK NOT FOUND   NGS
 PY0006  HISTORY     - 1959     MARK NOT FOUND   USGS
 PY0006  HISTORY     - 1987     GOOD             NGS
 PY0006
 PY0006                          STATION DESCRIPTION
 PY0006
 PY0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0006'6.9 MI SW FROM LAKE JUNCTION.
 PY0006'6.9 MILES SOUTHWEST ALONG THE LAKE JUNCTION-THUMB RANGER STATION ROAD
 PY0006'FROM LAKE JUNCTION, YELLOWSTONE NATIONAL PARK, 1/8 MILE NORTH OF THE
 PY0006'SEVENTH MILEPOST FROM LAKE JUNCTION, AT THE WEST EDGE OF THE ROAD, 3
 PY0006'FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A ROCK.  A STANDARD DISK,
 PY0006'V 10 1923.
 PY0006
 PY0006                          STATION RECOVERY (1959)
 PY0006
 PY0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 PY0006'MARK NOT FOUND.
 PY0006
 PY0006                          STATION RECOVERY (1987)
 PY0006
 PY0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0006'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM
 PY0006'(2.00 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE JUNCTION OF
 PY0006'LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, NEAR THE CENTER OF A DOME
 PY0006'SHAPED BOULDER THAT PROJECTS 26-INCHES ABOVE THE GROUND SURFACE, 57.0
 PY0006'M (187.0 FT) WEST OF UTILITY POLE NUMBER 95, AND 4.1 M (13.5 FT)
 PY0006'NORTH OF THE CENTER OF THE ROAD.
 PY0006'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0146 ***********************************************************************
 OU0146  DESIGNATION -  V 100
 OU0146  PID         -  OU0146
 OU0146  STATE/COUNTY-  WY/NIOBRARA
 OU0146  USGS QUAD   -  FUNNY ROCK (1981)
 OU0146
 OU0146                         *CURRENT SURVEY CONTROL
 OU0146  ___________________________________________________________________
 OU0146* NAD 83(1986)-  43 13 01.     (N)    104 33 31.     (W)     SCALED    
 OU0146* NAVD 88     -      1310.453  (meters)    4299.38   (feet)  ADJUSTED  
 OU0146  ___________________________________________________________________
 OU0146  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 OU0146  DYNAMIC HT  -        1309.792 (meters)    4297.21  (feet)  COMP
 OU0146  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 OU0146
 OU0146  VERT ORDER  -  SECOND    CLASS 0
 OU0146
 OU0146.The horizontal coordinates were scaled from a topographic map and have
 OU0146.an estimated accuracy of +/- 6 seconds.
 OU0146
 OU0146.The orthometric height was determined by differential leveling
 OU0146.and adjusted by the National Geodetic Survey in June 1991..
 OU0146
 OU0146.The geoid height was determined by GEOID03.
 OU0146
 OU0146.The dynamic height is computed by dividing the NAVD 88
 OU0146.geopotential number by the normal gravity value computed on the
 OU0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0146.degrees latitude (g = 980.6199 gals.).
 OU0146
 OU0146.The modeled gravity was interpolated from observed gravity values.
 OU0146
 OU0146;                    North         East    Units  Estimated Accuracy
 OU0146;SPC WY E     -   301,930.      249,400.      MT  (+/- 180 meters Scaled)
 OU0146
 OU0146                          SUPERSEDED SURVEY CONTROL
 OU0146
 OU0146  NGVD 29 (??/??/92) 1309.749  (m)         4297.07   (f) ADJ UNCH    2 0
 OU0146
 OU0146.Superseded values are not recommended for survey control.
 OU0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0146.See file dsdata.txt to determine how the superseded data were derived.
 OU0146
 OU0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH358850(NAD 83)
 OU0146_MARKER: DB = BENCH MARK DISK
 OU0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0146_STAMPING: V 100 1956
 OU0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0146+STABILITY: SURFACE MOTION
 OU0146
 OU0146  HISTORY     - Date     Condition        Report By
 OU0146  HISTORY     - 1956     MONUMENTED       CGS
 OU0146  HISTORY     - 1957     GOOD             NGS
 OU0146  HISTORY     - 1976     GOOD             USGS
 OU0146
 OU0146                          STATION DESCRIPTION
 OU0146
 OU0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0146'20 MI N FROM LANCE CREEK.
 OU0146'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0146'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0146'THENCE 11.65 MILES NORTHWEST ALONG A WINDING TRACK ROAD, ON TOP
 OU0146'OF A SMALL HILL, 0.1 MILE SOUTHEAST OF A JUNCTION WITH A TRACK
 OU0146'ROAD LEADING SOUTHWEST, 33 FEET NORTH OF THE CENTER LINE OF A
 OU0146'ROAD, 2 FEET WEST OF A FENCE, 1.4 FEET WEST OF A WITNESS POST,
 OU0146'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 OU0146'THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 37
 OU0146'NORTH, RANGE 64 WEST.
 OU0146
 OU0146                          STATION RECOVERY (1976)
 OU0146
 OU0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0146'LANCE CREEK POST OFFICE, 7.0 MI EAST FROM ALONG STATE HWY. 270,
 OU0146'THENCE, MILES NORTH ALONG A GRADED DIRT ROAD TO A CATTLEGUARD, IN THE
 OU0146'NE 1/4 OF SEC. 5. T 37 N., R 64 W., 33 FEET NORTH ALONG FENCE, 2 FEET
 OU0146'WEST OF FENCE FROM CENTER OF GRADED ROAD, SET IN THE TOP OF A
 OU0146'CONCRETE POST WHICH RPOJECTS 0.8 FOOT ABOVE THE GROUND. A STANDARD
 OU0146'DISK STAMPED "V 100 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0076 ***********************************************************************
 MP0076  DESIGNATION -  V 101
 MP0076  PID         -  MP0076
 MP0076  STATE/COUNTY-  WY/ALBANY
 MP0076  USGS QUAD   -  LAKE OWEN (1992)
 MP0076
 MP0076                         *CURRENT SURVEY CONTROL
 MP0076  ___________________________________________________________________
 MP0076* NAD 83(1986)-  41 10 55.     (N)    106 06 35.     (W)     SCALED    
 MP0076* NAVD 88     -      2584.261  (meters)    8478.53   (feet)  ADJUSTED  
 MP0076  ___________________________________________________________________
 MP0076  GEOID HEIGHT-         -10.72  (meters)                     GEOID03
 MP0076  DYNAMIC HT  -        2581.775 (meters)    8470.37  (feet)  COMP
 MP0076  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 MP0076
 MP0076  VERT ORDER  -  FIRST     CLASS II
 MP0076
 MP0076.The horizontal coordinates were scaled from a topographic map and have
 MP0076.an estimated accuracy of +/- 6 seconds.
 MP0076
 MP0076.The orthometric height was determined by differential leveling
 MP0076.and adjusted by the National Geodetic Survey in June 1991..
 MP0076
 MP0076.The geoid height was determined by GEOID03.
 MP0076
 MP0076.The dynamic height is computed by dividing the NAVD 88
 MP0076.geopotential number by the normal gravity value computed on the
 MP0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0076.degrees latitude (g = 980.6199 gals.).
 MP0076
 MP0076.The modeled gravity was interpolated from observed gravity values.
 MP0076
 MP0076;                    North         East    Units  Estimated Accuracy
 MP0076;SPC WY E     -    76,160.      120,880.      MT  (+/- 180 meters Scaled)
 MP0076
 MP0076                          SUPERSEDED SURVEY CONTROL
 MP0076
 MP0076  NGVD 29 (??/??/92) 2583.009  (m)         8474.42   (f) ADJ UNCH    1 2
 MP0076
 MP0076.Superseded values are not recommended for survey control.
 MP0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0076.See file dsdata.txt to determine how the superseded data were derived.
 MP0076
 MP0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF069595(NAD 83)
 MP0076_MARKER: DB = BENCH MARK DISK
 MP0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0076_STAMPING: V 101 1956
 MP0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0076+STABILITY: SURFACE MOTION
 MP0076
 MP0076  HISTORY     - Date     Condition        Report By
 MP0076  HISTORY     - 1956     MONUMENTED       CGS
 MP0076
 MP0076                          STATION DESCRIPTION
 MP0076
 MP0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0076'1.7 MI SE FROM ALBANY.
 MP0076'1.7 MILES SOUTHEAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0076'RAILROAD FROM THE STATION AT ALBANY, AT THE SOUTHEAST END OF A CUT, AT
 MP0076'THE NORTHWEST END OF A FILL, 66.5 FEET SOUTHWEST RAIL, 2.5 FEET SOUTH
 MP0076'OF THE 4TH POLE NORTHWEST OF MILEPOST 42, SET IN THE TOP OF A CONCRETE
 MP0076'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF
 MP0076'SECTION 13, TOWNSHIP 14 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0136 ***********************************************************************
 MQ0136  DESIGNATION -  V 102
 MQ0136  PID         -  MQ0136
 MQ0136  STATE/COUNTY-  WY/SWEETWATER
 MQ0136  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0136
 MQ0136                         *CURRENT SURVEY CONTROL
 MQ0136  ___________________________________________________________________
 MQ0136* NAD 83(1986)-  41 35 41.     (N)    109 10 43.     (W)     SCALED    
 MQ0136* NAVD 88     -      1917.203  (meters)    6290.02   (feet)  ADJUSTED  
 MQ0136  ___________________________________________________________________
 MQ0136  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 MQ0136  DYNAMIC HT  -        1915.615 (meters)    6284.81  (feet)  COMP
 MQ0136  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 MQ0136
 MQ0136  VERT ORDER  -  FIRST     CLASS II
 MQ0136
 MQ0136.The horizontal coordinates were scaled from a topographic map and have
 MQ0136.an estimated accuracy of +/- 6 seconds.
 MQ0136
 MQ0136.The orthometric height was determined by differential leveling
 MQ0136.and adjusted by the National Geodetic Survey in June 1991..
 MQ0136.WARNING-Repeat measurements at this control monument indicate possible
 MQ0136.vertical movement.
 MQ0136
 MQ0136.The geoid height was determined by GEOID03.
 MQ0136
 MQ0136.The dynamic height is computed by dividing the NAVD 88
 MQ0136.geopotential number by the normal gravity value computed on the
 MQ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0136.degrees latitude (g = 980.6199 gals.).
 MQ0136
 MQ0136.The modeled gravity was interpolated from observed gravity values.
 MQ0136
 MQ0136;                    North         East    Units  Estimated Accuracy
 MQ0136;SPC WYWC     -   121,660.      564,270.      MT  (+/- 180 meters Scaled)
 MQ0136
 MQ0136                          SUPERSEDED SURVEY CONTROL
 MQ0136
 MQ0136  NGVD 29 (06/08/92) 1915.944  (m)         6285.89   (f) ADJUSTED    1 2
 MQ0136
 MQ0136.Superseded values are not recommended for survey control.
 MQ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0136.See file dsdata.txt to determine how the superseded data were derived.
 MQ0136
 MQ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM518063(NAD 83)
 MQ0136_MARKER: DB = BENCH MARK DISK
 MQ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0136_STAMPING: V 102 1956
 MQ0136_MARK LOGO: CGS   
 MQ0136_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0136+STABILITY: SURFACE MOTION
 MQ0136
 MQ0136  HISTORY     - Date     Condition        Report By
 MQ0136  HISTORY     - 1956     MONUMENTED       CGS
 MQ0136  HISTORY     - 1983     GOOD             NGS
 MQ0136  HISTORY     - 19990112 GOOD             WYDT
 MQ0136
 MQ0136                          STATION DESCRIPTION
 MQ0136
 MQ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0136'2.3 MI E FROM ROCK SPRINGS.
 MQ0136'2.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0136'ROCK SPRINGS, 12 POLES EAST OF MILEPOST 800, 165 FEET NORTHEAST OF A
 MQ0136'SEMAPHORE, 51.8 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 66
 MQ0136'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 30, 7.5 FEET WEST OF A
 MQ0136'TELEPHONE POLE, 2.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MQ0136'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 30,
 MQ0136'TOWNSHIP 19 NORTH, RANGE 104 WEST.
 MQ0136
 MQ0136                          STATION RECOVERY (1983)
 MQ0136
 MQ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0136'RECOVERED IN GOOD CONDITION.
 MQ0136
 MQ0136                          STATION RECOVERY (1999)
 MQ0136
 MQ0136'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0136'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0136'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0109 ***********************************************************************
 MQ0109  DESIGNATION -  V 103
 MQ0109  PID         -  MQ0109
 MQ0109  STATE/COUNTY-  WY/SWEETWATER
 MQ0109  USGS QUAD   -  THAYER JUNCTION (1978)
 MQ0109
 MQ0109                         *CURRENT SURVEY CONTROL
 MQ0109  ___________________________________________________________________
 MQ0109* NAD 83(1986)-  41 40 40.     (N)    108 54 44.     (W)     SCALED    
 MQ0109* NAVD 88     -      1966.776  (meters)    6452.66   (feet)  ADJUSTED  
 MQ0109  ___________________________________________________________________
 MQ0109  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MQ0109  DYNAMIC HT  -        1965.156 (meters)    6447.35  (feet)  COMP
 MQ0109  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 MQ0109
 MQ0109  VERT ORDER  -  FIRST     CLASS II
 MQ0109
 MQ0109.The horizontal coordinates were scaled from a topographic map and have
 MQ0109.an estimated accuracy of +/- 6 seconds.
 MQ0109
 MQ0109.The orthometric height was determined by differential leveling
 MQ0109.and adjusted by the National Geodetic Survey in June 1991..
 MQ0109
 MQ0109.The geoid height was determined by GEOID03.
 MQ0109
 MQ0109.The dynamic height is computed by dividing the NAVD 88
 MQ0109.geopotential number by the normal gravity value computed on the
 MQ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0109.degrees latitude (g = 980.6199 gals.).
 MQ0109
 MQ0109.The modeled gravity was interpolated from observed gravity values.
 MQ0109
 MQ0109;                    North         East    Units  Estimated Accuracy
 MQ0109;SPC WYWC     -   130,800.      586,490.      MT  (+/- 180 meters Scaled)
 MQ0109
 MQ0109                          SUPERSEDED SURVEY CONTROL
 MQ0109
 MQ0109  NGVD 29 (06/08/92) 1965.506  (m)         6448.50   (f) ADJUSTED    1 2
 MQ0109
 MQ0109.Superseded values are not recommended for survey control.
 MQ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0109.See file dsdata.txt to determine how the superseded data were derived.
 MQ0109
 MQ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM737161(NAD 83)
 MQ0109_MARKER: DB = BENCH MARK DISK
 MQ0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0109_SP_SET: ABUTMENT
 MQ0109_STAMPING: V 103 1956
 MQ0109_MARK LOGO: CGS   
 MQ0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0109
 MQ0109  HISTORY     - Date     Condition        Report By
 MQ0109  HISTORY     - 1956     MONUMENTED       CGS
 MQ0109  HISTORY     - 1983     GOOD             NGS
 MQ0109
 MQ0109                          STATION DESCRIPTION
 MQ0109
 MQ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0109'6.8 MI W FROM POINT OF ROCKS.
 MQ0109'6.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0109'AT POINT OF ROCKS, 2 POLES EAST OF MILEPOST 784, 6.6 FEET NORTH OF THE
 MQ0109'NORTH RAIL OF THE NORTH TRACK, SET IN THE TOP OF THE NORTH END OF THE
 MQ0109'WEST ABUTMENT OF A BRIDGE OVER BITTER CREEK, IN THE SOUTHEAST 1/4 OF
 MQ0109'SECTION 28, TOWNSHIP 20 NORTH, RANGE 102 WEST.
 MQ0109
 MQ0109                          STATION RECOVERY (1983)
 MQ0109
 MQ0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0109'RECOVERED THIS DATE.  NOTE, CHANGE BRIDGE OVER BITTER CREEK TO, BRIDGE
 MQ0109'NUMBER 783.91 OVER BITTER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0033 ***********************************************************************
 NQ0033  DESIGNATION -  V 104
 NQ0033  PID         -  NQ0033
 NQ0033  STATE/COUNTY-  WY/NIOBRARA
 NQ0033  USGS QUAD   -  LUSK (1981)
 NQ0033
 NQ0033                         *CURRENT SURVEY CONTROL
 NQ0033  ___________________________________________________________________
 NQ0033* NAD 83(1986)-  42 45 50.     (N)    104 26 52.     (W)     SCALED    
 NQ0033* NAVD 88     -      1526.564  (meters)    5008.40   (feet)  ADJUSTED  
 NQ0033  ___________________________________________________________________
 NQ0033  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 NQ0033  DYNAMIC HT  -        1525.721 (meters)    5005.64  (feet)  COMP
 NQ0033  MODELED GRAV-     980,013.2   (mgal)                       NAVD 88
 NQ0033
 NQ0033  VERT ORDER  -  FIRST     CLASS II
 NQ0033
 NQ0033.The horizontal coordinates were scaled from a topographic map and have
 NQ0033.an estimated accuracy of +/- 6 seconds.
 NQ0033
 NQ0033.The orthometric height was determined by differential leveling
 NQ0033.and adjusted by the National Geodetic Survey in June 1991..
 NQ0033
 NQ0033.The geoid height was determined by GEOID03.
 NQ0033
 NQ0033.The dynamic height is computed by dividing the NAVD 88
 NQ0033.geopotential number by the normal gravity value computed on the
 NQ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0033.degrees latitude (g = 980.6199 gals.).
 NQ0033
 NQ0033.The modeled gravity was interpolated from observed gravity values.
 NQ0033
 NQ0033;                    North         East    Units  Estimated Accuracy
 NQ0033;SPC WY E     -   251,680.      258,840.      MT  (+/- 180 meters Scaled)
 NQ0033
 NQ0033                          SUPERSEDED SURVEY CONTROL
 NQ0033
 NQ0033  NGVD 29 (??/??/92) 1525.882  (m)         5006.16   (f) ADJ UNCH    1 2
 NQ0033
 NQ0033.Superseded values are not recommended for survey control.
 NQ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0033.See file dsdata.txt to determine how the superseded data were derived.
 NQ0033
 NQ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH451347(NAD 83)
 NQ0033_MARKER: DB = BENCH MARK DISK
 NQ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0033_STAMPING: V 104 1954
 NQ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0033+STABILITY: SURFACE MOTION
 NQ0033
 NQ0033  HISTORY     - Date     Condition        Report By
 NQ0033  HISTORY     - 1954     MONUMENTED       CGS
 NQ0033  HISTORY     - 1976     MARK NOT FOUND   USGS
 NQ0033
 NQ0033                          STATION DESCRIPTION
 NQ0033
 NQ0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0033'0.2 MI E FROM LUSK.
 NQ0033'0.2 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM
 NQ0033'THE STATION AT LUSK, 1 POLE EAST OF MILEPOST 491, 77 FEET SOUTH
 NQ0033'OF THE SOUTH RAIL OF THE MAIN TRACK, 17 FEET SOUTH OF THE SOUTH
 NQ0033'RAIL OF A SIDE TRACK, 7 FEET EAST OF A POWER POLE, 2.5 FEET
 NQ0033'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 NQ0033'PROJECTS 0.3 FOOT ABOVE THE GROUND.  IN SECTION 8, TOWNSHIP
 NQ0033'32 NORTH, RANGE 63 WEST.
 NQ0033
 NQ0033                          STATION RECOVERY (1976)
 NQ0033
 NQ0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NQ0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0516 ***********************************************************************
 MO0516  DESIGNATION -  V 108
 MO0516  PID         -  MO0516
 MO0516  STATE/COUNTY-  WY/LARAMIE
 MO0516  USGS QUAD   -  ISLAY (1978)
 MO0516
 MO0516                         *CURRENT SURVEY CONTROL
 MO0516  ___________________________________________________________________
 MO0516* NAD 83(1986)-  41 19 50.     (N)    105 08 33.     (W)     SCALED    
 MO0516* NAVD 88     -      2042.000  (meters)    6699.46   (feet)  ADJUSTED  
 MO0516  ___________________________________________________________________
 MO0516  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 MO0516  DYNAMIC HT  -        2040.213 (meters)    6693.60  (feet)  COMP
 MO0516  MODELED GRAV-     979,675.1   (mgal)                       NAVD 88
 MO0516
 MO0516  VERT ORDER  -  FIRST     CLASS II
 MO0516
 MO0516.The horizontal coordinates were scaled from a topographic map and have
 MO0516.an estimated accuracy of +/- 6 seconds.
 MO0516
 MO0516.The orthometric height was determined by differential leveling
 MO0516.and adjusted by the National Geodetic Survey in June 1991..
 MO0516
 MO0516.The geoid height was determined by GEOID03.
 MO0516
 MO0516.The dynamic height is computed by dividing the NAVD 88
 MO0516.geopotential number by the normal gravity value computed on the
 MO0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0516.degrees latitude (g = 980.6199 gals.).
 MO0516
 MO0516.The modeled gravity was interpolated from observed gravity values.
 MO0516
 MO0516;                    North         East    Units  Estimated Accuracy
 MO0516;SPC WY E     -    92,230.      202,020.      MT  (+/- 180 meters Scaled)
 MO0516
 MO0516                          SUPERSEDED SURVEY CONTROL
 MO0516
 MO0516  NGVD 29 (??/??/92) 2040.937  (m)         6695.97   (f) ADJ UNCH    1 2
 MO0516
 MO0516.Superseded values are not recommended for survey control.
 MO0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0516.See file dsdata.txt to determine how the superseded data were derived.
 MO0516
 MO0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF880754(NAD 83)
 MO0516_MARKER: DB = BENCH MARK DISK
 MO0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0516_STAMPING: V 108 1954
 MO0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0516+STABILITY: SURFACE MOTION
 MO0516
 MO0516  HISTORY     - Date     Condition        Report By
 MO0516  HISTORY     - 1954     MONUMENTED       CGS
 MO0516
 MO0516                          STATION DESCRIPTION
 MO0516
 MO0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0516'0.9 MI NW FROM ISLAY.
 MO0516'0.9 MILE NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0516'THE STATION SIGN AT ISLAY, 12 RAILS SOUTH OF A TRESTLE, 89 FEET
 MO0516'EAST OF THE CENTER LINE OF A ROAD, 84 FEET WEST OF THE WEST RAIL,
 MO0516'2 FEET EAST OF A FENCE, 1.7 FEET SOUTH OF A WITNESS POST, SET IN
 MO0516'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 MO0516'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0352 ***********************************************************************
 MO0352  DESIGNATION -  V 109
 MO0352  PID         -  MO0352
 MO0352  STATE/COUNTY-  WY/LARAMIE
 MO0352  USGS QUAD   -  FARTHING (1978)
 MO0352
 MO0352                         *CURRENT SURVEY CONTROL
 MO0352  ___________________________________________________________________
 MO0352* NAD 83(1986)-  41 36 19.     (N)    105 08 20.     (W)     SCALED    
 MO0352* NAVD 88     -      1842.216  (meters)    6044.00   (feet)  ADJUSTED  
 MO0352  ___________________________________________________________________
 MO0352  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 MO0352  DYNAMIC HT  -        1840.763 (meters)    6039.24  (feet)  COMP
 MO0352  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 MO0352
 MO0352  VERT ORDER  -  FIRST     CLASS II
 MO0352
 MO0352.The horizontal coordinates were scaled from a topographic map and have
 MO0352.an estimated accuracy of +/- 6 seconds.
 MO0352
 MO0352.The orthometric height was determined by differential leveling
 MO0352.and adjusted by the National Geodetic Survey in June 1991..
 MO0352
 MO0352.The geoid height was determined by GEOID03.
 MO0352
 MO0352.The dynamic height is computed by dividing the NAVD 88
 MO0352.geopotential number by the normal gravity value computed on the
 MO0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0352.degrees latitude (g = 980.6199 gals.).
 MO0352
 MO0352.The modeled gravity was interpolated from observed gravity values.
 MO0352
 MO0352;                    North         East    Units  Estimated Accuracy
 MO0352;SPC WY E     -   122,740.      202,320.      MT  (+/- 180 meters Scaled)
 MO0352
 MO0352                          SUPERSEDED SURVEY CONTROL
 MO0352
 MO0352  NGVD 29 (??/??/92) 1841.262  (m)         6040.87   (f) ADJ UNCH    1 2
 MO0352
 MO0352.Superseded values are not recommended for survey control.
 MO0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0352.See file dsdata.txt to determine how the superseded data were derived.
 MO0352
 MO0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG884059(NAD 83)
 MO0352_MARKER: DB = BENCH MARK DISK
 MO0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0352_SP_SET: CULVERT
 MO0352_STAMPING: V 109 1954
 MO0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0352
 MO0352  HISTORY     - Date     Condition        Report By
 MO0352  HISTORY     - 1954     MONUMENTED       CGS
 MO0352
 MO0352                          STATION DESCRIPTION
 MO0352
 MO0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0352'6.1 MI NE FROM FARTHING.
 MO0352'6.1 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0352'THE STATION AT FARTHING, 22 FEET SOUTHEAST OF THE SOUTHEAST
 MO0352'RAIL, 12 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 MO0352'NORTHWEST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0031 ***********************************************************************
 PY0031  DESIGNATION -  V 11
 PY0031  PID         -  PY0031
 PY0031  STATE/COUNTY-  WY/PARK
 PY0031  USGS QUAD   -  TOWER JUNCTION (1986)
 PY0031
 PY0031                         *CURRENT SURVEY CONTROL
 PY0031  ___________________________________________________________________
 PY0031* NAD 83(1986)-  44 56 10.     (N)    110 28 49.     (W)     SCALED    
 PY0031* NAVD 88     -      2309.102  (meters)    7575.78   (feet)  POSTED    
 PY0031  ___________________________________________________________________
 PY0031  GEOID HEIGHT-          -8.47  (meters)                     GEOID03
 PY0031  DYNAMIC HT  -        2307.810 (meters)    7571.54  (feet)  COMP
 PY0031  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 PY0031
 PY0031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0031
 PY0031.The horizontal coordinates were scaled from a topographic map and have
 PY0031.an estimated accuracy of +/- 6 seconds.
 PY0031
 PY0031.The orthometric height was determined by differential leveling
 PY0031.and adjusted by the National Geodetic Survey in 1992..
 PY0031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0031.rate of 0.0 thru 1.0 mm/km.
 PY0031
 PY0031.The geoid height was determined by GEOID03.
 PY0031
 PY0031.The dynamic height is computed by dividing the NAVD 88
 PY0031.geopotential number by the normal gravity value computed on the
 PY0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0031.degrees latitude (g = 980.6199 gals.).
 PY0031
 PY0031.The modeled gravity was interpolated from observed gravity values.
 PY0031
 PY0031;                    North         East    Units  Estimated Accuracy
 PY0031;SPC WYWC     -   494,220.      463,430.      MT  (+/- 180 meters Scaled)
 PY0031
 PY0031                          SUPERSEDED SURVEY CONTROL
 PY0031
 PY0031  NGVD 29 (??/??/92) 2307.575  (m)         7570.77   (f) ADJ UNCH    2 0
 PY0031
 PY0031.Superseded values are not recommended for survey control.
 PY0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0031.See file dsdata.txt to determine how the superseded data were derived.
 PY0031
 PY0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ410759(NAD 83)
 PY0031_MARKER: DB = BENCH MARK DISK
 PY0031_SETTING: 80 = SET IN A BOULDER
 PY0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0031+STABILITY: SURFACE MOTION
 PY0031
 PY0031  HISTORY     - Date     Condition        Report By
 PY0031  HISTORY     - UNK      MONUMENTED       CGS
 PY0031  HISTORY     - 1959     GOOD             USGS
 PY0031
 PY0031                          STATION DESCRIPTION
 PY0031
 PY0031'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PY0031'4.1 MI NW FROM TOWER JUNCTION.
 PY0031'1.7 MILES NORTHWEST ALONG THE GRAND LOOP ROAD FROM TOWER JUNCTION,
 PY0031'THENCE 2.4 MILES NORTHWEST ALONG THE OLD HIGHWAY.  ON THE SOUTHWEST
 PY0031'SIDE OF CRESCENT HILL-- ON TOP OF A DIVIDE-- 30 FEET WEST AND 4 FEET
 PY0031'LOWER THAN THE ROAD-- IN A GRANITE BOULDER PROJECTING 0.9 FEET ABOVE
 PY0031'GROUND-- NOTE-- A STANDARD DISK, UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0285 ***********************************************************************
 MO0285  DESIGNATION -  V 110
 MO0285  PID         -  MO0285
 MO0285  STATE/COUNTY-  WY/PLATTE
 MO0285  USGS QUAD   -  CHUGWATER (1990)
 MO0285
 MO0285                         *CURRENT SURVEY CONTROL
 MO0285  ___________________________________________________________________
 MO0285* NAD 83(1986)-  41 46 45.     (N)    104 47 29.     (W)     SCALED    
 MO0285* NAVD 88     -      1589.436  (meters)    5214.67   (feet)  ADJUSTED  
 MO0285  ___________________________________________________________________
 MO0285  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 MO0285  DYNAMIC HT  -        1588.272 (meters)    5210.86  (feet)  COMP
 MO0285  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 MO0285
 MO0285  VERT ORDER  -  FIRST     CLASS II
 MO0285
 MO0285.The horizontal coordinates were scaled from a topographic map and have
 MO0285.an estimated accuracy of +/- 6 seconds.
 MO0285
 MO0285.The orthometric height was determined by differential leveling
 MO0285.and adjusted by the National Geodetic Survey in June 1991..
 MO0285
 MO0285.The geoid height was determined by GEOID03.
 MO0285
 MO0285.The dynamic height is computed by dividing the NAVD 88
 MO0285.geopotential number by the normal gravity value computed on the
 MO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0285.degrees latitude (g = 980.6199 gals.).
 MO0285
 MO0285.The modeled gravity was interpolated from observed gravity values.
 MO0285
 MO0285;                    North         East    Units  Estimated Accuracy
 MO0285;SPC WY E     -   142,120.      231,200.      MT  (+/- 180 meters Scaled)
 MO0285
 MO0285                          SUPERSEDED SURVEY CONTROL
 MO0285
 MO0285  NGVD 29 (??/??/92) 1588.549  (m)         5211.76   (f) ADJ UNCH    1 2
 MO0285
 MO0285.Superseded values are not recommended for survey control.
 MO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0285.See file dsdata.txt to determine how the superseded data were derived.
 MO0285
 MO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG173252(NAD 83)
 MO0285_MARKER: DB = BENCH MARK DISK
 MO0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0285_STAMPING: V 110 1954
 MO0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0285+STABILITY: SURFACE MOTION
 MO0285
 MO0285  HISTORY     - Date     Condition        Report By
 MO0285  HISTORY     - 1954     MONUMENTED       CGS
 MO0285  HISTORY     - 1956     GOOD             NGS
 MO0285
 MO0285                          STATION DESCRIPTION
 MO0285
 MO0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0285'2.2 MI N FROM CHUGWATER.
 MO0285'2.2 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 MO0285'STATION AT CHUGWATER, 129 FEET EAST OF THE CENTER LINE OF U.S.
 MO0285'HIGHWAY 87, 46 FEET WEST OF THE WEST RAIL, 2.8 FEET SOUTHEAST OF
 MO0285'A FENCE CORNER, 2.5 FEET SOUTH OF A FENCE, 3 FEET EAST OF A
 MO0285'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0285'0.6 FOOT ABOVE THE GROUND, IN SECTION 20, TOWNSHIP 21 NORTH,
 MO0285'RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0269 ***********************************************************************
 NQ0269  DESIGNATION -  V 111
 NQ0269  PID         -  NQ0269
 NQ0269  STATE/COUNTY-  WY/CONVERSE
 NQ0269  USGS QUAD   -  GLENDO (1978)
 NQ0269
 NQ0269                         *CURRENT SURVEY CONTROL
 NQ0269  ___________________________________________________________________
 NQ0269* NAD 83(1986)-  42 36 59.     (N)    105 06 52.     (W)     SCALED    
 NQ0269* NAVD 88     -      1418.200  (meters)    4652.88   (feet)  ADJUSTED  
 NQ0269  ___________________________________________________________________
 NQ0269  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 NQ0269  DYNAMIC HT  -        1417.345 (meters)    4650.07  (feet)  COMP
 NQ0269  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 NQ0269
 NQ0269  VERT ORDER  -  FIRST     CLASS II
 NQ0269
 NQ0269.The horizontal coordinates were scaled from a topographic map and have
 NQ0269.an estimated accuracy of +/- 6 seconds.
 NQ0269
 NQ0269.The orthometric height was determined by differential leveling
 NQ0269.and adjusted by the National Geodetic Survey in June 1991..
 NQ0269
 NQ0269.The geoid height was determined by GEOID03.
 NQ0269
 NQ0269.The dynamic height is computed by dividing the NAVD 88
 NQ0269.geopotential number by the normal gravity value computed on the
 NQ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0269.degrees latitude (g = 980.6199 gals.).
 NQ0269
 NQ0269.The modeled gravity was interpolated from observed gravity values.
 NQ0269
 NQ0269;                    North         East    Units  Estimated Accuracy
 NQ0269;SPC WY E     -   235,040.      204,280.      MT  (+/- 180 meters Scaled)
 NQ0269
 NQ0269                          SUPERSEDED SURVEY CONTROL
 NQ0269
 NQ0269  NGVD 29 (??/??/92) 1417.399  (m)         4650.25   (f) ADJ UNCH    1 2
 NQ0269
 NQ0269.Superseded values are not recommended for survey control.
 NQ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0269.See file dsdata.txt to determine how the superseded data were derived.
 NQ0269
 NQ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH906182(NAD 83)
 NQ0269_MARKER: DB = BENCH MARK DISK
 NQ0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0269_SP_SET: BRIDGE
 NQ0269_STAMPING: V 111 1956
 NQ0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0269
 NQ0269  HISTORY     - Date     Condition        Report By
 NQ0269  HISTORY     - 1956     MONUMENTED       CGS
 NQ0269
 NQ0269                          STATION DESCRIPTION
 NQ0269
 NQ0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0269'4.8 MI SE FROM ORIN.
 NQ0269'4.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0269'RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILROAD STATION
 NQ0269'AT ORIN, 47 FEET NORTHEAST OF THE NORTHEAST RAIL, 24 FEET
 NQ0269'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 87, SET IN THE TOP
 NQ0269'OF THE SOUTH END OF THE SOUTH CONCRETE WINGWALL OF A HIGHWAY
 NQ0269'BRIDGE, IN SECTION 34, TOWNSHIP 31 NORTH, RANGE 69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0165 ***********************************************************************
 OU0165  DESIGNATION -  V 112
 OU0165  PID         -  OU0165
 OU0165  STATE/COUNTY-  WY/NIOBRARA
 OU0165  USGS QUAD   -  DIXON RANCH (1981)
 OU0165
 OU0165                         *CURRENT SURVEY CONTROL
 OU0165  ___________________________________________________________________
 OU0165* NAD 83(1986)-  43 21 44.     (N)    104 41 45.     (W)     SCALED    
 OU0165* NAVD 88     -      1363.362  (meters)    4472.96   (feet)  ADJUSTED  
 OU0165  ___________________________________________________________________
 OU0165  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 OU0165  DYNAMIC HT  -        1362.649 (meters)    4470.62  (feet)  COMP
 OU0165  MODELED GRAV-     980,049.2   (mgal)                       NAVD 88
 OU0165
 OU0165  VERT ORDER  -  SECOND    CLASS 0
 OU0165
 OU0165.The horizontal coordinates were scaled from a topographic map and have
 OU0165.an estimated accuracy of +/- 6 seconds.
 OU0165
 OU0165.The orthometric height was determined by differential leveling
 OU0165.and adjusted by the National Geodetic Survey in June 1991..
 OU0165
 OU0165.The geoid height was determined by GEOID03.
 OU0165
 OU0165.The dynamic height is computed by dividing the NAVD 88
 OU0165.geopotential number by the normal gravity value computed on the
 OU0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0165.degrees latitude (g = 980.6199 gals.).
 OU0165
 OU0165.The modeled gravity was interpolated from observed gravity values.
 OU0165
 OU0165;                    North         East    Units  Estimated Accuracy
 OU0165;SPC WY E     -   318,000.      238,160.      MT  (+/- 180 meters Scaled)
 OU0165
 OU0165                          SUPERSEDED SURVEY CONTROL
 OU0165
 OU0165  NGVD 29 (??/??/92) 1362.620  (m)         4470.53   (f) ADJ UNCH    2 0
 OU0165
 OU0165.Superseded values are not recommended for survey control.
 OU0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0165.See file dsdata.txt to determine how the superseded data were derived.
 OU0165
 OU0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ246010(NAD 83)
 OU0165_MARKER: DB = BENCH MARK DISK
 OU0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0165_STAMPING: V 112 1956
 OU0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0165+STABILITY: SURFACE MOTION
 OU0165
 OU0165  HISTORY     - Date     Condition        Report By
 OU0165  HISTORY     - 1956     MONUMENTED       CGS
 OU0165  HISTORY     - 1957     GOOD             NGS
 OU0165
 OU0165                          STATION DESCRIPTION
 OU0165
 OU0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0165'21.4 MI SE FROM DULL CENTER.
 OU0165'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0165'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0165'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0165'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE
 OU0165'10.95 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT THE SOUTHWEST
 OU0165'SIDE OF A GULLY, 201 FEET NORTHEAST OF A FENCE, 129 FEET NORTHEAST
 OU0165'OF THE CENTER LINE OF A ROAD, 1.7 FEET SOUTH OF A WITNESS POST,
 OU0165'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 OU0165'THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 39
 OU0165'NORTH, RANGE 65 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0133 ***********************************************************************
 NQ0133  DESIGNATION -  V 113
 NQ0133  PID         -  NQ0133
 NQ0133  STATE/COUNTY-  WY/PLATTE
 NQ0133  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0133
 NQ0133                         *CURRENT SURVEY CONTROL
 NQ0133  ___________________________________________________________________
 NQ0133* NAD 83(1986)-  42 16 11.     (N)    104 56 09.     (W)     SCALED    
 NQ0133* NAVD 88     -      1426.700  (meters)    4680.76   (feet)  ADJUSTED  
 NQ0133  ___________________________________________________________________
 NQ0133  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 NQ0133  DYNAMIC HT  -        1425.805 (meters)    4677.83  (feet)  COMP
 NQ0133  MODELED GRAV-     979,944.7   (mgal)                       NAVD 88
 NQ0133
 NQ0133  VERT ORDER  -  FIRST     CLASS II
 NQ0133
 NQ0133.The horizontal coordinates were scaled from a topographic map and have
 NQ0133.an estimated accuracy of +/- 6 seconds.
 NQ0133
 NQ0133.The orthometric height was determined by differential leveling
 NQ0133.and adjusted by the National Geodetic Survey in June 1991..
 NQ0133
 NQ0133.The geoid height was determined by GEOID03.
 NQ0133
 NQ0133.The dynamic height is computed by dividing the NAVD 88
 NQ0133.geopotential number by the normal gravity value computed on the
 NQ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0133.degrees latitude (g = 980.6199 gals.).
 NQ0133
 NQ0133.The modeled gravity was interpolated from observed gravity values.
 NQ0133
 NQ0133;                    North         East    Units  Estimated Accuracy
 NQ0133;SPC WY E     -   196,560.      219,040.      MT  (+/- 180 meters Scaled)
 NQ0133
 NQ0133                          SUPERSEDED SURVEY CONTROL
 NQ0133
 NQ0133  NGVD 29 (??/??/92) 1425.908  (m)         4678.17   (f) ADJ UNCH    1 2
 NQ0133
 NQ0133.Superseded values are not recommended for survey control.
 NQ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0133.See file dsdata.txt to determine how the superseded data were derived.
 NQ0133
 NQ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG052797(NAD 83)
 NQ0133_MARKER: DB = BENCH MARK DISK
 NQ0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0133_SP_SET: BRIDGE ABUTMENT
 NQ0133_STAMPING: V 113 1956
 NQ0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0133
 NQ0133  HISTORY     - Date     Condition        Report By
 NQ0133  HISTORY     - 1956     MONUMENTED       CGS
 NQ0133
 NQ0133                          STATION DESCRIPTION
 NQ0133
 NQ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0133'20.2 MI NW FROM WHEATLAND.
 NQ0133'20.2 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0133'FROM THE STATION AT WHEATLAND, 5 FEET SOUTHEAST OF THE SOUTHEAST
 NQ0133'RAIL, 1.7 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 NQ0133'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE
 NQ0133'234.19, IN SECTION 31, TOWNSHIP 27 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0075 ***********************************************************************
 MQ0075  DESIGNATION -  V 114
 MQ0075  PID         -  MQ0075
 MQ0075  STATE/COUNTY-  WY/SWEETWATER
 MQ0075  USGS QUAD   -  BITTER CREEK (1968)
 MQ0075
 MQ0075                         *CURRENT SURVEY CONTROL
 MQ0075  ___________________________________________________________________
 MQ0075* NAD 83(1986)-  41 33 15.     (N)    108 33 00.     (W)     SCALED    
 MQ0075* NAVD 88     -      2043.384  (meters)    6704.00   (feet)  ADJUSTED  
 MQ0075  ___________________________________________________________________
 MQ0075  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MQ0075  DYNAMIC HT  -        2041.596 (meters)    6698.14  (feet)  COMP
 MQ0075  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 MQ0075
 MQ0075  VERT ORDER  -  FIRST     CLASS II
 MQ0075
 MQ0075.The horizontal coordinates were scaled from a topographic map and have
 MQ0075.an estimated accuracy of +/- 6 seconds.
 MQ0075
 MQ0075.The orthometric height was determined by differential leveling
 MQ0075.and adjusted by the National Geodetic Survey in June 1991..
 MQ0075
 MQ0075.The geoid height was determined by GEOID03.
 MQ0075
 MQ0075.The dynamic height is computed by dividing the NAVD 88
 MQ0075.geopotential number by the normal gravity value computed on the
 MQ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0075.degrees latitude (g = 980.6199 gals.).
 MQ0075
 MQ0075.The modeled gravity was interpolated from observed gravity values.
 MQ0075
 MQ0075;                    North         East    Units  Estimated Accuracy
 MQ0075;SPC WYWC     -   117,080.      616,680.      MT  (+/- 180 meters Scaled)
 MQ0075
 MQ0075                          SUPERSEDED SURVEY CONTROL
 MQ0075
 MQ0075  NGVD 29 (06/08/92) 2042.111  (m)         6699.83   (f) ADJUSTED    1 2
 MQ0075
 MQ0075.Superseded values are not recommended for survey control.
 MQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0075.See file dsdata.txt to determine how the superseded data were derived.
 MQ0075
 MQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM043031(NAD 83)
 MQ0075_MARKER: DB = BENCH MARK DISK
 MQ0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0075_SP_SET: ABUTMENT
 MQ0075_STAMPING: V 114 1956
 MQ0075_MARK LOGO: CGS   
 MQ0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0075
 MQ0075  HISTORY     - Date     Condition        Report By
 MQ0075  HISTORY     - 1956     MONUMENTED       CGS
 MQ0075  HISTORY     - 1983     GOOD             NGS
 MQ0075
 MQ0075                          STATION DESCRIPTION
 MQ0075
 MQ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0075'0.4 MI NE FROM BITTER CREEK.
 MQ0075'0.4 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0075'AT BITTER CREEK, 11 POLES SOUTHWEST OF MILEPOST 756, 8 FEET SOUTHWEST
 MQ0075'OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 1.5 FEET BELOW THE TOP
 MQ0075'OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST
 MQ0075'ABUTMENT OF A BRIDGE OVER BITTER CREEK, IN THE NORTHEAST 1/4 OF
 MQ0075'SECTION 10, TOWNSHIP 18 NORTH, RANGE 99 WEST.
 MQ0075
 MQ0075                          STATION RECOVERY (1983)
 MQ0075
 MQ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0255 ***********************************************************************
 MP0255  DESIGNATION -  V 115
 MP0255  PID         -  MP0255
 MP0255  STATE/COUNTY-  WY/CARBON
 MP0255  USGS QUAD   -  RAWLINS PEAK (1983)
 MP0255
 MP0255                         *CURRENT SURVEY CONTROL
 MP0255  ___________________________________________________________________
 MP0255* NAD 83(1986)-  41 46 21.     (N)    107 16 37.     (W)     SCALED    
 MP0255* NAVD 88     -      2080.253  (meters)    6824.96   (feet)  ADJUSTED  
 MP0255  ___________________________________________________________________
 MP0255  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 MP0255  DYNAMIC HT  -        2078.478 (meters)    6819.14  (feet)  COMP
 MP0255  MODELED GRAV-     979,695.1   (mgal)                       NAVD 88
 MP0255
 MP0255  VERT ORDER  -  FIRST     CLASS II
 MP0255
 MP0255.The horizontal coordinates were scaled from a topographic map and have
 MP0255.an estimated accuracy of +/- 6 seconds.
 MP0255
 MP0255.The orthometric height was determined by differential leveling
 MP0255.and adjusted by the National Geodetic Survey in June 1991..
 MP0255.WARNING-Repeat measurements at this control monument indicate possible
 MP0255.vertical movement.
 MP0255
 MP0255.The geoid height was determined by GEOID03.
 MP0255
 MP0255.The dynamic height is computed by dividing the NAVD 88
 MP0255.geopotential number by the normal gravity value computed on the
 MP0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0255.degrees latitude (g = 980.6199 gals.).
 MP0255
 MP0255.The modeled gravity was interpolated from observed gravity values.
 MP0255
 MP0255;                    North         East    Units  Estimated Accuracy
 MP0255;SPC WYEC     -   241,310.      404,690.      MT  (+/- 180 meters Scaled)
 MP0255
 MP0255                          SUPERSEDED SURVEY CONTROL
 MP0255
 MP0255  NGVD 29 (06/08/92) 2079.087  (m)         6821.14   (f) ADJUSTED    1 2
 MP0255
 MP0255.Superseded values are not recommended for survey control.
 MP0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0255.See file dsdata.txt to determine how the superseded data were derived.
 MP0255
 MP0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG107270(NAD 83)
 MP0255_MARKER: DB = BENCH MARK DISK
 MP0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0255_STAMPING: V 115 1956
 MP0255_MARK LOGO: CGS   
 MP0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0255+STABILITY: SURFACE MOTION
 MP0255
 MP0255  HISTORY     - Date     Condition        Report By
 MP0255  HISTORY     - 1956     MONUMENTED       CGS
 MP0255  HISTORY     - 1983     GOOD             NGS
 MP0255
 MP0255                          STATION DESCRIPTION
 MP0255
 MP0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0255'2.2 MI W FROM RAWLINS.
 MP0255'2.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0255'RAWLINS, 219 FEET EAST OF THE CENTER OF A ROAD CROSSING, 185 FEET
 MP0255'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST MAIN LINE TRACK, 114
 MP0255'FEET SOUTHEAST OF THE 3RD POLE SOUTHWEST OF MILEPOST 685, 82 FEET
 MP0255'NORTHEAST OF A FENCE CORNER, 2.8 FEET SOUTHEAST OF A FENCE, 4.7 FEET
 MP0255'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0255'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 19, TOWNSHIP 21 NORTH,
 MP0255'RANGE 87 WEST.
 MP0255
 MP0255                          STATION RECOVERY (1983)
 MP0255
 MP0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0366 ***********************************************************************
 MP0366  DESIGNATION -  V 116
 MP0366  PID         -  MP0366
 MP0366  STATE/COUNTY-  WY/SWEETWATER
 MP0366  USGS QUAD   -  CRESTON JUNCTION (1981)
 MP0366
 MP0366                         *CURRENT SURVEY CONTROL
 MP0366  ___________________________________________________________________
 MP0366* NAD 83(1986)-  41 42 58.     (N)    107 39 49.     (W)     SCALED    
 MP0366* NAVD 88     -      2102.041  (meters)    6896.45   (feet)  ADJUSTED  
 MP0366  ___________________________________________________________________
 MP0366  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 MP0366  DYNAMIC HT  -        2100.165 (meters)    6890.29  (feet)  COMP
 MP0366  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 MP0366
 MP0366  VERT ORDER  -  FIRST     CLASS II
 MP0366
 MP0366.The horizontal coordinates were scaled from a topographic map and have
 MP0366.an estimated accuracy of +/- 6 seconds.
 MP0366
 MP0366.The orthometric height was determined by differential leveling
 MP0366.and adjusted by the National Geodetic Survey in June 1991..
 MP0366
 MP0366.The geoid height was determined by GEOID03.
 MP0366
 MP0366.The dynamic height is computed by dividing the NAVD 88
 MP0366.geopotential number by the normal gravity value computed on the
 MP0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0366.degrees latitude (g = 980.6199 gals.).
 MP0366
 MP0366.The modeled gravity was interpolated from observed gravity values.
 MP0366
 MP0366;                    North         East    Units  Estimated Accuracy
 MP0366;SPC WYWC     -   135,620.      690,400.      MT  (+/- 180 meters Scaled)
 MP0366
 MP0366                          SUPERSEDED SURVEY CONTROL
 MP0366
 MP0366  NGVD 29 (06/08/92) 2100.785  (m)         6892.33   (f) ADJUSTED    1 2
 MP0366
 MP0366.Superseded values are not recommended for survey control.
 MP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0366.See file dsdata.txt to determine how the superseded data were derived.
 MP0366
 MP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG784216(NAD 83)
 MP0366_MARKER: DB = BENCH MARK DISK
 MP0366_SETTING: 66 = SET IN ROCK OUTCROP
 MP0366_SP_SET: SANDSTONE ROCK
 MP0366_STAMPING: V 116 1956
 MP0366_MARK LOGO: CGS   
 MP0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0366+STABILITY: POSITION/ELEVATION WELL
 MP0366
 MP0366  HISTORY     - Date     Condition        Report By
 MP0366  HISTORY     - 1956     MONUMENTED       CGS
 MP0366  HISTORY     - 1983     GOOD             NGS
 MP0366
 MP0366                          STATION DESCRIPTION
 MP0366
 MP0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0366'5.1 MI E FROM CRESTON.
 MP0366'5.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MP0366'AT CRESTON, AT THE EAST END OF A FILL, ON TOP OF A ROCKY HILL, 108
 MP0366'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 26 FEET SOUTHEAST OF
 MP0366'THE 7TH POLE EAST OF MILEPOST 707, 54 FEET SOUTH OF A FENCE, 0.6 MILE
 MP0366'WEST OF BENCH MARK U 116, SET IN THE TOP OF A SANDSTONE ROCK, IN THE
 MP0366'SOUTHEAST 1/4 OF SECTION 8, TOWNSHIP 20 NORTH, RANGE 91 WEST.
 MP0366
 MP0366                          STATION RECOVERY (1983)
 MP0366
 MP0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0393 ***********************************************************************
 MP0393  DESIGNATION -  V 117
 MP0393  PID         -  MP0393
 MP0393  STATE/COUNTY-  WY/SWEETWATER
 MP0393  USGS QUAD   -  EIGHTMILE LAKE (1981)
 MP0393
 MP0393                         *CURRENT SURVEY CONTROL
 MP0393  ___________________________________________________________________
 MP0393* NAD 83(1986)-  41 35 40.     (N)    107 57 08.     (W)     SCALED    
 MP0393* NAVD 88     -      2036.199  (meters)    6680.43   (feet)  ADJUSTED  
 MP0393  ___________________________________________________________________
 MP0393  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 MP0393  DYNAMIC HT  -        2034.392 (meters)    6674.50  (feet)  COMP
 MP0393  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 MP0393
 MP0393  VERT ORDER  -  FIRST     CLASS II
 MP0393
 MP0393.The horizontal coordinates were scaled from a topographic map and have
 MP0393.an estimated accuracy of +/- 6 seconds.
 MP0393
 MP0393.The orthometric height was determined by differential leveling
 MP0393.and adjusted by the National Geodetic Survey in June 1991..
 MP0393
 MP0393.The geoid height was determined by GEOID03.
 MP0393
 MP0393.The dynamic height is computed by dividing the NAVD 88
 MP0393.geopotential number by the normal gravity value computed on the
 MP0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0393.degrees latitude (g = 980.6199 gals.).
 MP0393
 MP0393.The modeled gravity was interpolated from observed gravity values.
 MP0393
 MP0393;                    North         East    Units  Estimated Accuracy
 MP0393;SPC WYWC     -   121,840.      666,510.      MT  (+/- 180 meters Scaled)
 MP0393
 MP0393                          SUPERSEDED SURVEY CONTROL
 MP0393
 MP0393  NGVD 29 (??/??/92) 2034.881  (m)         6676.11   (f) ADJ UNCH    1 2
 MP0393
 MP0393.Superseded values are not recommended for survey control.
 MP0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0393.See file dsdata.txt to determine how the superseded data were derived.
 MP0393
 MP0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG539089(NAD 83)
 MP0393_MARKER: DB = BENCH MARK DISK
 MP0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0393_STAMPING: V 117 1956
 MP0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0393+STABILITY: SURFACE MOTION
 MP0393
 MP0393  HISTORY     - Date     Condition        Report By
 MP0393  HISTORY     - 1956     MONUMENTED       CGS
 MP0393
 MP0393                          STATION DESCRIPTION
 MP0393
 MP0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0393'5.5 MI S FROM WAMSUTTER.
 MP0393'5.5 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 MP0393'RAILROAD STATION AT WAMSUTTER, 57 FEET NORTHEAST OF THE CENTER LINE OF
 MP0393'THE ROAD, 6.6 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW
 MP0393'OF TELEPHONE POLES, 2.3 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 MP0393'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 MP0393'SECTION 25, TOWNSHIP 19 NORTH, RANGE 94 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0276 ***********************************************************************
 MO0276  DESIGNATION -  V 119
 MO0276  PID         -  MO0276
 MO0276  STATE/COUNTY-  WY/PLATTE
 MO0276  USGS QUAD   -  CHUGWATER (1990)
 MO0276
 MO0276                         *CURRENT SURVEY CONTROL
 MO0276  ___________________________________________________________________
 MO0276* NAD 83(1986)-  41 52 19.     (N)    104 49 20.     (W)     SCALED    
 MO0276* NAVD 88     -      1521.434  (meters)    4991.57   (feet)  ADJUSTED  
 MO0276  ___________________________________________________________________
 MO0276  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MO0276  DYNAMIC HT  -        1520.381 (meters)    4988.12  (feet)  COMP
 MO0276  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 MO0276
 MO0276  VERT ORDER  -  FIRST     CLASS II
 MO0276
 MO0276.The horizontal coordinates were scaled from a topographic map and have
 MO0276.an estimated accuracy of +/- 6 seconds.
 MO0276
 MO0276.The orthometric height was determined by differential leveling
 MO0276.and adjusted by the National Geodetic Survey in June 1991..
 MO0276
 MO0276.The geoid height was determined by GEOID03.
 MO0276
 MO0276.The dynamic height is computed by dividing the NAVD 88
 MO0276.geopotential number by the normal gravity value computed on the
 MO0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0276.degrees latitude (g = 980.6199 gals.).
 MO0276
 MO0276.The modeled gravity was interpolated from observed gravity values.
 MO0276
 MO0276;                    North         East    Units  Estimated Accuracy
 MO0276;SPC WY E     -   152,410.      228,590.      MT  (+/- 180 meters Scaled)
 MO0276
 MO0276                          SUPERSEDED SURVEY CONTROL
 MO0276
 MO0276  NGVD 29 (??/??/92) 1520.596  (m)         4988.82   (f) ADJ UNCH    1 2
 MO0276
 MO0276.Superseded values are not recommended for survey control.
 MO0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0276.See file dsdata.txt to determine how the superseded data were derived.
 MO0276
 MO0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG147355(NAD 83)
 MO0276_MARKER: DB = BENCH MARK DISK
 MO0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0276_STAMPING: V 119 1956
 MO0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0276+STABILITY: SURFACE MOTION
 MO0276
 MO0276  HISTORY     - Date     Condition        Report By
 MO0276  HISTORY     - 1956     MONUMENTED       CGS
 MO0276
 MO0276                          STATION DESCRIPTION
 MO0276
 MO0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MO0276'AT SLATER.
 MO0276'AT SLATER, 0.1 MILE NORTH OF THE POST OFFICE, 8 RAILS SOUTH OF
 MO0276'THE SOUTHEAST CORNER OF THE SECTION FOREMANS HOUSE, 96 FEET WEST
 MO0276'OF THE WEST RAIL OF THE MAIN TRACK OF THE COLORADO AND SOUTHERN
 MO0276'RAILROAD, 28 FEET WEST OF A POWER POLE, 2.4 FEET EAST OF A
 MO0276'FENCE, 2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 MO0276'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE
 MO0276'SOUTHWEST 1/4 OF SECTION 18, TOWNSHIP 22 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0212 ***********************************************************************
 PX0212  DESIGNATION -  V 12
 PX0212  PID         -  PX0212
 PX0212  STATE/COUNTY-  WY/PARK
 PX0212  USGS QUAD   -  CHIMNEY ROCK (1991)
 PX0212
 PX0212                         *CURRENT SURVEY CONTROL
 PX0212  ___________________________________________________________________
 PX0212* NAD 83(1986)-  44 27 15.     (N)    109 47 46.     (W)     SCALED    
 PX0212* NAVD 88     -      1916.854  (meters)    6288.88   (feet)  POSTED    
 PX0212  ___________________________________________________________________
 PX0212  GEOID HEIGHT-          -7.73  (meters)                     GEOID03
 PX0212  DYNAMIC HT  -        1915.760 (meters)    6285.29  (feet)  COMP
 PX0212  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 PX0212
 PX0212  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PX0212
 PX0212.The horizontal coordinates were scaled from a topographic map and have
 PX0212.an estimated accuracy of +/- 6 seconds.
 PX0212
 PX0212.The orthometric height was determined by differential leveling
 PX0212.and adjusted by the National Geodetic Survey in 1992..
 PX0212.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PX0212.rate of 1.1 thru 2.0 mm/km.
 PX0212
 PX0212.The geoid height was determined by GEOID03.
 PX0212
 PX0212.The dynamic height is computed by dividing the NAVD 88
 PX0212.geopotential number by the normal gravity value computed on the
 PX0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0212.degrees latitude (g = 980.6199 gals.).
 PX0212
 PX0212.The modeled gravity was interpolated from observed gravity values.
 PX0212
 PX0212;                    North         East    Units  Estimated Accuracy
 PX0212;SPC WYWC     -   439,740.      516,740.      MT  (+/- 180 meters Scaled)
 PX0212
 PX0212                          SUPERSEDED SURVEY CONTROL
 PX0212
 PX0212.No superseded survey control is available for this station.
 PX0212
 PX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ957230(NAD 83)
 PX0212_MARKER: DB = BENCH MARK DISK
 PX0212_SETTING: 80 = SET IN A BOULDER
 PX0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0212+STABILITY: SURFACE MOTION
 PX0212
 PX0212  HISTORY     - Date     Condition        Report By
 PX0212  HISTORY     - UNK      MONUMENTED       CGS
 PX0212  HISTORY     - 1934     POOR             NGS
 PX0212
 PX0212                          STATION DESCRIPTION
 PX0212
 PX0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0212'12.8 MI E FROM EAST ENTRANCE.
 PX0212'IN PARK COUNTY, 12.8 MILES EAST ALONG THE EAST ENTRANCE-CODY ROAD FROM
 PX0212'EAST ENTRANCE, YELLOWSTONE NATIONAL PARK, 635 FEET WEST OF THE WEST
 PX0212'END OF THE GUNBARREL CREEK BRIDGE, 30 FEET SOUTH OF BENCH MARK V 12
 PX0212'RESET, DESCRIBED BELOW, 1 FOOT UNDER THE ROAD EMBANKMENT, AND IN A
 PX0212'BOULDER.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0213 ***********************************************************************
 PX0213  DESIGNATION -  V 12 RESET
 PX0213  PID         -  PX0213
 PX0213  STATE/COUNTY-  WY/PARK
 PX0213  USGS QUAD   -  CHIMNEY ROCK (1991)
 PX0213
 PX0213                         *CURRENT SURVEY CONTROL
 PX0213  ___________________________________________________________________
 PX0213* NAD 83(1986)-  44 27 15.     (N)    109 47 46.     (W)     SCALED    
 PX0213* NAVD 88     -      1918.51   (+/-2cm)    6294.3    (feet)  VERTCON   
 PX0213  ___________________________________________________________________
 PX0213  GEOID HEIGHT-          -7.73  (meters)                     GEOID03
 PX0213
 PX0213  VERT ORDER  -  THIRD (See Below)
 PX0213
 PX0213.The horizontal coordinates were scaled from a topographic map and have
 PX0213.an estimated accuracy of +/- 6 seconds.
 PX0213
 PX0213.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0213.The vertical order pertains to the NGVD 29 superseded value.
 PX0213
 PX0213.The geoid height was determined by GEOID03.
 PX0213
 PX0213;                    North         East    Units  Estimated Accuracy
 PX0213;SPC WYWC     -   439,740.      516,740.      MT  (+/- 180 meters Scaled)
 PX0213
 PX0213                          SUPERSEDED SURVEY CONTROL
 PX0213
 PX0213  NGVD 29 (??/??/??) 1917.28   (m)         6290.3    (f) RESET       3  
 PX0213
 PX0213.Superseded values are not recommended for survey control.
 PX0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0213.See file dsdata.txt to determine how the superseded data were derived.
 PX0213
 PX0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ957230(NAD 83)
 PX0213_MARKER: DB = BENCH MARK DISK
 PX0213_SETTING: 66 = SET IN ROCK OUTCROP
 PX0213_SP_SET: SANDSTONE BEDROCK
 PX0213_STAMPING: V 12 RESET 1936
 PX0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0213+STABILITY: POSITION/ELEVATION WELL
 PX0213
 PX0213  HISTORY     - Date     Condition        Report By
 PX0213  HISTORY     - 1936     MONUMENTED       CGS
 PX0213  HISTORY     - 1970     GOOD             USGS
 PX0213
 PX0213                          STATION DESCRIPTION
 PX0213
 PX0213'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PX0213'12.8 MI E FROM EAST ENTRANCE.
 PX0213'12.25 MI E OF EAST ENTRANCE, YELLOWSTONE NATIONAL PARK, 630 FT W OF
 PX0213'THE W END OF BRIDGE OVER GUNBARREL CREEK, 34.5 FT N OF HWY AND AT E
 PX0213'EDGE OF A SMALL TALIS SLIDE.  A STD DISK STAMPED V 12 RESET 1936 AND
 PX0213'SET HORIZONTALLY IN SLOPING SANDSTONE BEDROCK EXACTLY LEVEL WITH HWY
 PX0213'OPPOSITE.  NOTE-- DISK WAS SLIGHTLY COVERED BY TALIS WHEN FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0263 ***********************************************************************
 PV0263  DESIGNATION -  V 121
 PV0263  PID         -  PV0263
 PV0263  STATE/COUNTY-  WY/CAMPBELL
 PV0263  USGS QUAD   -  GILLETTE WEST (1971)
 PV0263
 PV0263                         *CURRENT SURVEY CONTROL
 PV0263  ___________________________________________________________________
 PV0263* NAD 83(1986)-  44 19 36.     (N)    105 31 46.     (W)     SCALED    
 PV0263* NAVD 88     -      1345.097  (meters)    4413.04   (feet)  ADJUSTED  
 PV0263  ___________________________________________________________________
 PV0263  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 PV0263  DYNAMIC HT  -        1344.554 (meters)    4411.26  (feet)  COMP
 PV0263  MODELED GRAV-     980,167.3   (mgal)                       NAVD 88
 PV0263
 PV0263  VERT ORDER  -  FIRST     CLASS II
 PV0263
 PV0263.The horizontal coordinates were scaled from a topographic map and have
 PV0263.an estimated accuracy of +/- 6 seconds.
 PV0263
 PV0263.The orthometric height was determined by differential leveling
 PV0263.and adjusted by the National Geodetic Survey in June 1991..
 PV0263.WARNING-Repeat measurements at this control monument indicate possible
 PV0263.vertical movement.
 PV0263
 PV0263.The geoid height was determined by GEOID03.
 PV0263
 PV0263.The dynamic height is computed by dividing the NAVD 88
 PV0263.geopotential number by the normal gravity value computed on the
 PV0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0263.degrees latitude (g = 980.6199 gals.).
 PV0263
 PV0263.The modeled gravity was interpolated from observed gravity values.
 PV0263
 PV0263;                    North         East    Units  Estimated Accuracy
 PV0263;SPC WY E     -   425,110.      171,070.      MT  (+/- 180 meters Scaled)
 PV0263
 PV0263                          SUPERSEDED SURVEY CONTROL
 PV0263
 PV0263  NGVD 29 (??/??/92) 1344.458  (m)         4410.94   (f) ADJ UNCH    1 2
 PV0263
 PV0263.Superseded values are not recommended for survey control.
 PV0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0263.See file dsdata.txt to determine how the superseded data were derived.
 PV0263
 PV0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK577082(NAD 83)
 PV0263_MARKER: DB = BENCH MARK DISK
 PV0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0263_SP_SET: CONCRETE POST
 PV0263_STAMPING: V 121 1957
 PV0263_MARK LOGO: CGS   
 PV0263_PROJECTION: FLUSH
 PV0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0263+STABILITY: SURFACE MOTION
 PV0263
 PV0263  HISTORY     - Date     Condition        Report By
 PV0263  HISTORY     - 1957     MONUMENTED       CGS
 PV0263  HISTORY     - 1977     GOOD             NGS
 PV0263  HISTORY     - 1985     GOOD             NGS
 PV0263
 PV0263                          STATION DESCRIPTION
 PV0263
 PV0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0263'3.4 MI NW FROM GILLETTE.
 PV0263'ABOUT 1.25 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0263'RAILROAD FROM THE STATION AT GILLETTE, THENCE 2.1 MILES NORTH
 PV0263'ALONG U.S. HIGHWAY 16, 0.2 MILE NORTH OF A WINDMILL AND FARM
 PV0263'PLACE THAT ARE ON THE EAST SIDE OF THE HIGHWAY, 72 FEET EAST
 PV0263'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF THE FENCE
 PV0263'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 PV0263'WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 PV0263'6 INCHES.
 PV0263
 PV0263                          STATION RECOVERY (1977)
 PV0263
 PV0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PV0263'RECOVERED IN GOOD CONDITION.
 PV0263
 PV0263                          STATION RECOVERY (1985)
 PV0263
 PV0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0263'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.61 KM
 PV0263'(3.49 MI) NORTH ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF GILLETTE
 PV0263'AVENUE AT GILLETTE, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF GOLD
 PV0263'STREET LEADING EAST, 21.9 METERS (72 FT) EAST OF THE HIGHWAY
 PV0263'CENTERLINE, 78.0 METERS (256 FT) NORTH OF THE CENTER OF A PAVED DRIVE
 PV0263'LEADING EAST, 73.8 METERS (242 FT) SOUTH OF THE CENTER OF GOLD STREET,
 PV0263'33.2 METERS (109 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 PV0263'NEBRASKA-WYOMING VOCATIONAL TECHNICAL SCHOOL AND 11.0 METERS (36 FT)
 PV0263'SOUTH OF A TELEPHONE BURIED CABLE ACCESS BOX 3300.
 PV0263'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 PV0263'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0301 ***********************************************************************
 PV0301  DESIGNATION -  V 122
 PV0301  PID         -  PV0301
 PV0301  STATE/COUNTY-  WY/CAMPBELL
 PV0301  USGS QUAD   -  TWENTYMILE BUTTE (1972)
 PV0301
 PV0301                         *CURRENT SURVEY CONTROL
 PV0301  ___________________________________________________________________
 PV0301* NAD 83(1986)-  44 26 48.     (N)    105 51 45.     (W)     SCALED    
 PV0301* NAVD 88     -      1248.997  (meters)    4097.75   (feet)  ADJUSTED  
 PV0301  ___________________________________________________________________
 PV0301  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 PV0301  DYNAMIC HT  -        1248.501 (meters)    4096.12  (feet)  COMP
 PV0301  MODELED GRAV-     980,177.4   (mgal)                       NAVD 88
 PV0301  OBS GRAVITY -     980,177.5   (mgal)                       GRAV_OBS
 PV0301
 PV0301  VERT ORDER  -  FIRST     CLASS II
 PV0301
 PV0301.The horizontal coordinates were scaled from a topographic map and have
 PV0301.an estimated accuracy of +/- 6 seconds.
 PV0301
 PV0301.The orthometric height was determined by differential leveling
 PV0301.and adjusted by the National Geodetic Survey in June 1991..
 PV0301
 PV0301.The geoid height was determined by GEOID03.
 PV0301
 PV0301.The dynamic height is computed by dividing the NAVD 88
 PV0301.geopotential number by the normal gravity value computed on the
 PV0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0301.degrees latitude (g = 980.6199 gals.).
 PV0301
 PV0301.The modeled gravity was interpolated from observed gravity values.
 PV0301.The observed gravity was obtained from relative gravimeter ties
 PV0301.to the IGSN71 gravity network.
 PV0301
 PV0301;                    North         East    Units  Estimated Accuracy
 PV0301;SPC WY E     -   438,610.      144,610.      MT  (+/- 180 meters Scaled)
 PV0301
 PV0301                          SUPERSEDED SURVEY CONTROL
 PV0301
 PV0301  NGVD 29 (??/??/92) 1248.325  (m)         4095.55   (f) ADJ UNCH    1 2
 PV0301
 PV0301.Superseded values are not recommended for survey control.
 PV0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0301.See file dsdata.txt to determine how the superseded data were derived.
 PV0301
 PV0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK313218(NAD 83)
 PV0301_MARKER: DB = BENCH MARK DISK
 PV0301_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0301_SP_SET: 56 FEET
 PV0301_STAMPING: V 122 1957
 PV0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0301
 PV0301  HISTORY     - Date     Condition        Report By
 PV0301  HISTORY     - 1957     MONUMENTED       CGS
 PV0301
 PV0301                          STATION DESCRIPTION
 PV0301
 PV0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0301'20.8 MI SE FROM ARVADA.
 PV0301'ABOUT 20.8 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 PV0301'QUINCY RAILROAD FROM THE STATION AT ARVADA, 44 FEET SOUTHEAST
 PV0301'OF THE 8TH POLE NORTHWEST OF MILEPOST 620, 0.1 MILE SOUTHEAST OF A
 PV0301'ROAD CROSSING, 52 FEET NORTHEAST OF THE NORTHEAST RAIL, 15
 PV0301'FEET SOUTHWEST OF THE FENCE LINE, 2 FEET NORTHWEST OF A CONCRETE
 PV0301'WITNESS POST, ABOUT 6 FEET BELOW THE TRACK, A DISK ON THE TOP
 PV0301'OF A COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 56 FEET
 PV0301'AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0596 ***********************************************************************
 PW0596  DESIGNATION -  V 123 RESET
 PW0596  PID         -  PW0596
 PW0596  STATE/COUNTY-  WY/SHERIDAN
 PW0596  USGS QUAD   -  RANCHESTER (1978)
 PW0596
 PW0596                         *CURRENT SURVEY CONTROL
 PW0596  ___________________________________________________________________
 PW0596* NAD 83(1986)-  44 54 36.     (N)    107 09 50.     (W)     SCALED    
 PW0596* NAVD 88     -      1150.58   (meters)    3774.9    (feet)  RESET     
 PW0596  ___________________________________________________________________
 PW0596  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PW0596
 PW0596  VERT ORDER  -  THIRD
 PW0596
 PW0596.The horizontal coordinates were scaled from a topographic map and have
 PW0596.an estimated accuracy of +/- 6 seconds.
 PW0596
 PW0596.The orthometric height was computed from unverified reset data.
 PW0596
 PW0596.The geoid height was determined by GEOID03.
 PW0596
 PW0596;                    North         East    Units  Estimated Accuracy
 PW0596;SPC WYEC     -   589,880.      413,380.      MT  (+/- 180 meters Scaled)
 PW0596
 PW0596                          SUPERSEDED SURVEY CONTROL
 PW0596
 PW0596  NGVD 29 (03/28/06) 1149.83   (m)         3772.4    (f) RESET       3  
 PW0596
 PW0596.Superseded values are not recommended for survey control.
 PW0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0596.See file dsdata.txt to determine how the superseded data were derived.
 PW0596
 PW0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK291752(NAD 83)
 PW0596_MARKER: DV = VERTICAL CONTROL DISK
 PW0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0596_SP_SET: CONCRETE POST
 PW0596_STAMPING: V 123 RESET 1983
 PW0596_MARK LOGO: NGS   
 PW0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0596+STABILITY: SURFACE MOTION
 PW0596
 PW0596  HISTORY     - Date     Condition        Report By
 PW0596  HISTORY     - 1983     MONUMENTED       NGS
 PW0596
 PW0596                          STATION DESCRIPTION
 PW0596
 PW0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PW0596'LOCATED IN RANCHESTER IN THE PASTURE OF MR. STEPHENSON IN THE
 PW0596'SOUTHWEST CORNER.  IT IS 69.8 METERS NORTH OF THE OLD BENCH MARK AND
 PW0596'ACROSS THE RAILROAD TRACKS FROM THE BLUE NORTHER HOTEL AND THE OLD
 PW0596'RAILROAD STATION, 108.8 METERS SOUTH FROM THE CENTER LINE OF HIGHWAY
 PW0596'87, 44.5 METERS NORTH FROM THE CENTER OF THE MAIN LINE BURLINGTON
 PW0596'NORTHERN TRACKS, 26.2 METERS NORTH FROM THE NORTH RAILROAD
 PW0596'RIGHT-OF-WAY FENCE, 3.0 METERS EAST-NORTHEAST FROM A CONCRETE FENCE
 PW0596'CORNER POST, AND 0.3 METERS NORTH OF A PASTURE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0030 ***********************************************************************
 OU0030  DESIGNATION -  V 124
 OU0030  PID         -  OU0030
 OU0030  STATE/COUNTY-  WY/WESTON
 OU0030  USGS QUAD   -  CLIFTON (1951)
 OU0030
 OU0030                         *CURRENT SURVEY CONTROL
 OU0030  ___________________________________________________________________
 OU0030* NAD 83(1986)-  43 41 19.     (N)    104 07 15.     (W)     SCALED    
 OU0030* NAVD 88     -      1219.879  (meters)    4002.22   (feet)  ADJUSTED  
 OU0030  ___________________________________________________________________
 OU0030  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 OU0030  DYNAMIC HT  -        1219.367 (meters)    4000.54  (feet)  COMP
 OU0030  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 OU0030
 OU0030  VERT ORDER  -  FIRST     CLASS II
 OU0030
 OU0030.The horizontal coordinates were scaled from a topographic map and have
 OU0030.an estimated accuracy of +/- 6 seconds.
 OU0030
 OU0030.The orthometric height was determined by differential leveling
 OU0030.and adjusted by the National Geodetic Survey in June 1991..
 OU0030
 OU0030.The geoid height was determined by GEOID03.
 OU0030
 OU0030.The dynamic height is computed by dividing the NAVD 88
 OU0030.geopotential number by the normal gravity value computed on the
 OU0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0030.degrees latitude (g = 980.6199 gals.).
 OU0030
 OU0030.The modeled gravity was interpolated from observed gravity values.
 OU0030
 OU0030;                    North         East    Units  Estimated Accuracy
 OU0030;SPC WY E     -   354,690.      284,320.      MT  (+/- 180 meters Scaled)
 OU0030
 OU0030                          SUPERSEDED SURVEY CONTROL
 OU0030
 OU0030  NGVD 29 (??/??/92) 1219.286  (m)         4000.27   (f) ADJ UNCH    1 2
 OU0030
 OU0030.Superseded values are not recommended for survey control.
 OU0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0030.See file dsdata.txt to determine how the superseded data were derived.
 OU0030
 OU0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ708376(NAD 83)
 OU0030_MARKER: DB = BENCH MARK DISK
 OU0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0030_STAMPING: V 124 1957
 OU0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0030+STABILITY: SURFACE MOTION
 OU0030
 OU0030  HISTORY     - Date     Condition        Report By
 OU0030  HISTORY     - 1957     MONUMENTED       CGS
 OU0030
 OU0030                          STATION DESCRIPTION
 OU0030
 OU0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0030'13 MI SE FROM NEWCASTLE.
 OU0030'ABOUT 12.95 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 OU0030'RAILROAD FROM THE STATION AT NEWCASTLE, 12 POLES SOUTH OF
 OU0030'MILEPOST 508, 95 FEET EAST OF THE EAST RAIL, 31 FEET EAST OF A
 OU0030'TELEPHONE POLE, 3 FEET WEST OF THE FENCE LINE, 2 FEET NORTH
 OU0030'OF A WHITE WOODEN WITNESS POST, 2 FEET LOWER THAN THE TRACK, AT
 OU0030'THE SOUTH END OF A SMALL THROUGH CUT AND IN THE TOP OF A
 OU0030'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0067 ***********************************************************************
 OU0067  DESIGNATION -  V 125
 OU0067  PID         -  OU0067
 OU0067  STATE/COUNTY-  WY/WESTON
 OU0067  USGS QUAD   -  PEDRO (1972)
 OU0067
 OU0067                         *CURRENT SURVEY CONTROL
 OU0067  ___________________________________________________________________
 OU0067* NAD 83(1986)-  43 55 39.     (N)    104 21 39.     (W)     SCALED    
 OU0067* NAVD 88     -      1288.654  (meters)    4227.86   (feet)  ADJUSTED  
 OU0067  ___________________________________________________________________
 OU0067  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OU0067  DYNAMIC HT  -        1288.102 (meters)    4226.05  (feet)  COMP
 OU0067  MODELED GRAV-     980,145.5   (mgal)                       NAVD 88
 OU0067
 OU0067  VERT ORDER  -  FIRST     CLASS II
 OU0067
 OU0067.The horizontal coordinates were scaled from a topographic map and have
 OU0067.an estimated accuracy of +/- 6 seconds.
 OU0067
 OU0067.The orthometric height was determined by differential leveling
 OU0067.and adjusted by the National Geodetic Survey in June 1991..
 OU0067
 OU0067.The geoid height was determined by GEOID03.
 OU0067
 OU0067.The dynamic height is computed by dividing the NAVD 88
 OU0067.geopotential number by the normal gravity value computed on the
 OU0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0067.degrees latitude (g = 980.6199 gals.).
 OU0067
 OU0067.The modeled gravity was interpolated from observed gravity values.
 OU0067
 OU0067;                    North         East    Units  Estimated Accuracy
 OU0067;SPC WY E     -   381,010.      264,710.      MT  (+/- 180 meters Scaled)
 OU0067
 OU0067                          SUPERSEDED SURVEY CONTROL
 OU0067
 OU0067  NGVD 29 (??/??/92) 1288.020  (m)         4225.78   (f) ADJ UNCH    1 2
 OU0067
 OU0067.Superseded values are not recommended for survey control.
 OU0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0067.See file dsdata.txt to determine how the superseded data were derived.
 OU0067
 OU0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ513640(NAD 83)
 OU0067_MARKER: DB = BENCH MARK DISK
 OU0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0067_SP_SET: CONCRETE POST
 OU0067_STAMPING: V 125 1957
 OU0067_MARK LOGO: CGS   
 OU0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0067+STABILITY: SURFACE MOTION
 OU0067
 OU0067  HISTORY     - Date     Condition        Report By
 OU0067  HISTORY     - 1957     MONUMENTED       CGS
 OU0067  HISTORY     - 1985     GOOD             NGS
 OU0067
 OU0067                          STATION DESCRIPTION
 OU0067
 OU0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0067'4.8 MI SE FROM OSAGE.
 OU0067'ABOUT 4.75 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0067'QUINCY RAILROAD FROM THE STATION AT OSAGE, 13 1/2 POLES SOUTHEAST
 OU0067'OF MILEPOST 531, AT THE CROSSING OF A POWER LINE, 83 FEET
 OU0067'SOUTHWEST OF THE SOUTHWEST RAIL, 180 FEET WEST OF THE CENTER OF
 OU0067'A PRIVATE ROAD CROSSING, 148 FEET NORTHWEST OF THE CENTER OF A
 OU0067'GATE ACROSS THE ROAD, 6 FEET NORTHEAST OF A POWER POLE, 5 1/2
 OU0067'FEET NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A WHITE
 OU0067'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IN THE TOP
 OU0067'OF A CONCRETE POST PROJECTING 5 INCHES.
 OU0067
 OU0067                          STATION RECOVERY (1985)
 OU0067
 OU0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0067'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--16.45 KM (10.3 MI) NORTHWEST
 OU0067'ALONG US HIGHWAY 16 FROM THE COUNTY COURTHOUSE AT NEWCASTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0040 ***********************************************************************
 PW0040  DESIGNATION -  V 126
 PW0040  PID         -  PW0040
 PW0040  STATE/COUNTY-  WY/SHERIDAN
 PW0040  USGS QUAD   -  JULIO DRAW (1971)
 PW0040
 PW0040                         *CURRENT SURVEY CONTROL
 PW0040  ___________________________________________________________________
 PW0040* NAD 83(1986)-  44 37 23.     (N)    106 24 00.     (W)     SCALED    
 PW0040* NAVD 88     -      1192.638  (meters)    3912.85   (feet)  ADJUSTED  
 PW0040  ___________________________________________________________________
 PW0040  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 PW0040  DYNAMIC HT  -        1192.165 (meters)    3911.29  (feet)  COMP
 PW0040  MODELED GRAV-     980,180.9   (mgal)                       NAVD 88
 PW0040
 PW0040  VERT ORDER  -  FIRST     CLASS II
 PW0040
 PW0040.The horizontal coordinates were scaled from a topographic map and have
 PW0040.an estimated accuracy of +/- 6 seconds.
 PW0040
 PW0040.The orthometric height was determined by differential leveling
 PW0040.and adjusted by the National Geodetic Survey in June 1991..
 PW0040
 PW0040.The geoid height was determined by GEOID03.
 PW0040
 PW0040.The dynamic height is computed by dividing the NAVD 88
 PW0040.geopotential number by the normal gravity value computed on the
 PW0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0040.degrees latitude (g = 980.6199 gals.).
 PW0040
 PW0040.The modeled gravity was interpolated from observed gravity values.
 PW0040
 PW0040;                    North         East    Units  Estimated Accuracy
 PW0040;SPC WYEC     -   558,400.      474,070.      MT  (+/- 180 meters Scaled)
 PW0040
 PW0040                          SUPERSEDED SURVEY CONTROL
 PW0040
 PW0040  NGVD 29 (??/??/92) 1191.918  (m)         3910.48   (f) ADJ UNCH    1 2
 PW0040
 PW0040.Superseded values are not recommended for survey control.
 PW0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0040.See file dsdata.txt to determine how the superseded data were derived.
 PW0040
 PW0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK889420(NAD 83)
 PW0040_MARKER: DB = BENCH MARK DISK
 PW0040_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0040_SP_SET: 17 FEET
 PW0040_STAMPING: V 126 1957
 PW0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0040
 PW0040  HISTORY     - Date     Condition        Report By
 PW0040  HISTORY     - 1957     MONUMENTED       CGS
 PW0040
 PW0040                          STATION DESCRIPTION
 PW0040
 PW0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0040'1.3 MI SW FROM CLEARMONT.
 PW0040'1.3 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0040'FROM THE STATION AT CLEARMONT, 74 1/2 FEET SOUTHEAST OF AND ACROSS THE
 PW0040'TRACK FROM MILEPOST 662, AT A POINT WHERE A POWER LINE CROSSES THE
 PW0040'TRACK, 59 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7 1/2 FEET
 PW0040'SOUTHEAST OF A RIGHT OF WAY FENCE, 5 1/2 FEET SOUTHEAST OF A POWER
 PW0040'POLE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 PW0040'FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 PW0040'COATED ROD THAT IS DRIVEN TO A DEPTH OF 17 FEET AND IS ENCASED IN A
 PW0040'6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0042 ***********************************************************************
 PW0042  DESIGNATION -  V 127
 PW0042  PID         -  PW0042
 PW0042  STATE/COUNTY-  WY/SHERIDAN
 PW0042  USGS QUAD   -  JULIO DRAW (1971)
 PW0042
 PW0042                         *CURRENT SURVEY CONTROL
 PW0042  ___________________________________________________________________
 PW0042* NAD 83(1986)-  44 37 12.     (N)    106 24 55.     (W)     SCALED    
 PW0042* NAVD 88     -      1209.440  (meters)    3967.97   (feet)  ADJUSTED  
 PW0042  ___________________________________________________________________
 PW0042  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 PW0042  DYNAMIC HT  -        1208.960 (meters)    3966.40  (feet)  COMP
 PW0042  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 PW0042
 PW0042  VERT ORDER  -  FIRST     CLASS II
 PW0042
 PW0042.The horizontal coordinates were scaled from a topographic map and have
 PW0042.an estimated accuracy of +/- 6 seconds.
 PW0042
 PW0042.The orthometric height was determined by differential leveling
 PW0042.and adjusted by the National Geodetic Survey in June 1991..
 PW0042
 PW0042.The geoid height was determined by GEOID03.
 PW0042
 PW0042.The dynamic height is computed by dividing the NAVD 88
 PW0042.geopotential number by the normal gravity value computed on the
 PW0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0042.degrees latitude (g = 980.6199 gals.).
 PW0042
 PW0042.The modeled gravity was interpolated from observed gravity values.
 PW0042
 PW0042;                    North         East    Units  Estimated Accuracy
 PW0042;SPC WYEC     -   558,050.      472,860.      MT  (+/- 180 meters Scaled)
 PW0042
 PW0042                          SUPERSEDED SURVEY CONTROL
 PW0042
 PW0042  NGVD 29 (??/??/92) 1208.717  (m)         3965.60   (f) ADJ UNCH    1 2
 PW0042
 PW0042.Superseded values are not recommended for survey control.
 PW0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0042.See file dsdata.txt to determine how the superseded data were derived.
 PW0042
 PW0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK877417(NAD 83)
 PW0042_MARKER: DB = BENCH MARK DISK
 PW0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0042_STAMPING: V 127 1957
 PW0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0042+STABILITY: SURFACE MOTION
 PW0042
 PW0042  HISTORY     - Date     Condition        Report By
 PW0042  HISTORY     - 1957     MONUMENTED       CGS
 PW0042
 PW0042                          STATION DESCRIPTION
 PW0042
 PW0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0042'2.2 MI SW FROM CLEARMONT.
 PW0042'2.2 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0042'FROM THE STATION AT CLEARMONT, 38 FEET NORTHEAST OF THE 5TH POLE
 PW0042'SOUTHEAST OF MILEPOST 663, ABOUT 0.1 MILE WEST OF A ROAD CROSSING, 94
 PW0042'FEET NORTH OF THE NORTH RAIL, 35 FEET SOUTH OF THE CENTER LINE OF A
 PW0042'GRAVEL ROAD, 4 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN
 PW0042'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND IN THE
 PW0042'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0146 ***********************************************************************
 PW0146  DESIGNATION -  V 128
 PW0146  PID         -  PW0146
 PW0146  STATE/COUNTY-  WY/SHERIDAN
 PW0146  USGS QUAD   -  WYARNO (1977)
 PW0146
 PW0146                         *CURRENT SURVEY CONTROL
 PW0146  ___________________________________________________________________
 PW0146* NAD 83(1986)-  44 49 54.     (N)    106 51 51.     (W)     SCALED    
 PW0146* NAVD 88     -      1134.098  (meters)    3720.79   (feet)  ADJUSTED  
 PW0146  ___________________________________________________________________
 PW0146  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 PW0146  DYNAMIC HT  -        1133.701 (meters)    3719.48  (feet)  COMP
 PW0146  MODELED GRAV-     980,228.2   (mgal)                       NAVD 88
 PW0146
 PW0146  VERT ORDER  -  FIRST     CLASS II
 PW0146
 PW0146.The horizontal coordinates were scaled from a topographic map and have
 PW0146.an estimated accuracy of +/- 6 seconds.
 PW0146
 PW0146.The orthometric height was determined by differential leveling
 PW0146.and adjusted by the National Geodetic Survey in June 1991..
 PW0146
 PW0146.The geoid height was determined by GEOID03.
 PW0146
 PW0146.The dynamic height is computed by dividing the NAVD 88
 PW0146.geopotential number by the normal gravity value computed on the
 PW0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0146.degrees latitude (g = 980.6199 gals.).
 PW0146
 PW0146.The modeled gravity was interpolated from observed gravity values.
 PW0146
 PW0146;                    North         East    Units  Estimated Accuracy
 PW0146;SPC WYEC     -   581,270.      437,100.      MT  (+/- 180 meters Scaled)
 PW0146
 PW0146                          SUPERSEDED SURVEY CONTROL
 PW0146
 PW0146  NGVD 29 (??/??/92) 1133.388  (m)         3718.46   (f) ADJ UNCH    1 2
 PW0146
 PW0146.Superseded values are not recommended for survey control.
 PW0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0146.See file dsdata.txt to determine how the superseded data were derived.
 PW0146
 PW0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK526659(NAD 83)
 PW0146_MARKER: DB = BENCH MARK DISK
 PW0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0146_SP_SET: ABUTMENT
 PW0146_STAMPING: V 128 1957
 PW0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0146
 PW0146  HISTORY     - Date     Condition        Report By
 PW0146  HISTORY     - 1957     MONUMENTED       CGS
 PW0146
 PW0146                          STATION DESCRIPTION
 PW0146
 PW0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0146'6.2 MI NE FROM SHERIDAN.
 PW0146'6.2 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0146'FROM THE STATION AT SHERIDAN, 14 RAILS NORTHEAST OF A ROAD CROSSING,
 PW0146'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 PW0146'BRIDGE NUMBER 692.34, 5 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 PW0146'ABOUT 1 FOOT.  BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0193 ***********************************************************************
 PW0193  DESIGNATION -  V 129
 PW0193  PID         -  PW0193
 PW0193  STATE/COUNTY-  WY/SHERIDAN
 PW0193  USGS QUAD   -  DAYTON NORTH (1978)
 PW0193
 PW0193                         *CURRENT SURVEY CONTROL
 PW0193  ___________________________________________________________________
 PW0193* NAD 83(1986)-  44 56 22.     (N)    107 16 18.     (W)     SCALED    
 PW0193* NAVD 88     -      1250.753  (meters)    4103.51   (feet)  ADJUSTED  
 PW0193  ___________________________________________________________________
 PW0193  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 PW0193  DYNAMIC HT  -        1250.300 (meters)    4102.03  (feet)  COMP
 PW0193  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 PW0193
 PW0193  VERT ORDER  -  FIRST     CLASS II
 PW0193
 PW0193.The horizontal coordinates were scaled from a topographic map and have
 PW0193.an estimated accuracy of +/- 6 seconds.
 PW0193
 PW0193.The orthometric height was determined by differential leveling
 PW0193.and adjusted by the National Geodetic Survey in June 1991..
 PW0193
 PW0193.The geoid height was determined by GEOID03.
 PW0193
 PW0193.The dynamic height is computed by dividing the NAVD 88
 PW0193.geopotential number by the normal gravity value computed on the
 PW0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0193.degrees latitude (g = 980.6199 gals.).
 PW0193
 PW0193.The modeled gravity was interpolated from observed gravity values.
 PW0193
 PW0193;                    North         East    Units  Estimated Accuracy
 PW0193;SPC WYEC     -   593,140.      404,870.      MT  (+/- 180 meters Scaled)
 PW0193
 PW0193                          SUPERSEDED SURVEY CONTROL
 PW0193
 PW0193  NGVD 29 (??/??/92) 1249.975  (m)         4100.96   (f) ADJ UNCH    1 2
 PW0193
 PW0193.Superseded values are not recommended for survey control.
 PW0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0193.See file dsdata.txt to determine how the superseded data were derived.
 PW0193
 PW0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK207787(NAD 83)
 PW0193_MARKER: DB = BENCH MARK DISK
 PW0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0193_STAMPING: V 129 1957
 PW0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0193+STABILITY: SURFACE MOTION
 PW0193
 PW0193  HISTORY     - Date     Condition        Report By
 PW0193  HISTORY     - 1957     MONUMENTED       CGS
 PW0193
 PW0193                          STATION DESCRIPTION
 PW0193
 PW0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0193'3.3 MI SE FROM PARKMAN.
 PW0193'ABOUT 3.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0193'RAILROAD FROM THE STATION AT PARKMAN, ABOUT 5.9 MILES NORTHWEST OF THE
 PW0193'STATION AT RANCHESTER, 10 POLES EAST OF MILEPOST 721, 47 1/2 FEET
 PW0193'SOUTH OF THE SOUTH RAIL, 59 FEET SOUTHEAST OF THE CENTER OF A ROAD
 PW0193'CROSSING, 4 1/2 FEET NORTH OF A TELEPHONE POLE WITH 3 GUY WIRES, 4
 PW0193'FEET NORTH OF A SOUTH TO EAST FENCE CORNER, 2 FEET EAST OF A WHITE
 PW0193'WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 PW0193'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0074 ***********************************************************************
 PY0074  DESIGNATION -  V 13
 PY0074  PID         -  PY0074
 PY0074  STATE/COUNTY-  WY/TETON
 PY0074  USGS QUAD   -  FLAGG RANCH (1996)
 PY0074
 PY0074                         *CURRENT SURVEY CONTROL
 PY0074  ___________________________________________________________________
 PY0074* NAD 83(1986)-  44 03 15.     (N)    110 41 27.     (W)     SCALED    
 PY0074* NAVD 88     -      2219.916  (meters)    7283.17   (feet)  ADJUSTED  
 PY0074  ___________________________________________________________________
 PY0074  GEOID HEIGHT-          -8.57  (meters)                     GEOID03
 PY0074  DYNAMIC HT  -        2218.482 (meters)    7278.47  (feet)  COMP
 PY0074  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 PY0074
 PY0074  VERT ORDER  -  FIRST     CLASS II
 PY0074
 PY0074.The horizontal coordinates were scaled from a topographic map and have
 PY0074.an estimated accuracy of +/- 6 seconds.
 PY0074
 PY0074.The orthometric height was determined by differential leveling
 PY0074.and adjusted by the National Geodetic Survey in June 1991..
 PY0074
 PY0074.The geoid height was determined by GEOID03.
 PY0074
 PY0074.The dynamic height is computed by dividing the NAVD 88
 PY0074.geopotential number by the normal gravity value computed on the
 PY0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0074.degrees latitude (g = 980.6199 gals.).
 PY0074
 PY0074.The modeled gravity was interpolated from observed gravity values.
 PY0074
 PY0074;                    North         East    Units  Estimated Accuracy
 PY0074;SPC WY W     -   494,950.      751,320.      MT  (+/- 180 meters Scaled)
 PY0074
 PY0074                          SUPERSEDED SURVEY CONTROL
 PY0074
 PY0074  NGVD 29 (??/??/92) 2218.621  (m)         7278.93   (f) ADJ UNCH    1 2
 PY0074
 PY0074.Superseded values are not recommended for survey control.
 PY0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0074.See file dsdata.txt to determine how the superseded data were derived.
 PY0074
 PY0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP247779(NAD 83)
 PY0074_MARKER: DB = BENCH MARK DISK
 PY0074_SETTING: 80 = SET IN A BOULDER
 PY0074_SP_SET: BOULDER
 PY0074_STAMPING: V 13 1923 7278.929
 PY0074_MARK LOGO: CGS   
 PY0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0074+STABILITY: SURFACE MOTION
 PY0074
 PY0074  HISTORY     - Date     Condition        Report By
 PY0074  HISTORY     - 1923     MONUMENTED       CGS
 PY0074  HISTORY     - 1956     GOOD             USGS
 PY0074  HISTORY     - 1977     GOOD             USGS
 PY0074
 PY0074                          STATION DESCRIPTION
 PY0074
 PY0074'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0074'6.3 MI S FROM SOUTH ENTRANCE.
 PY0074'IN TETON COUNTY, 6.3 MILES SOUTH ALONG US 89-287 FROM SOUTH ENTRANCE,
 PY0074'YELLOWSTONE NATIONAL PARK, 3.7 MILES SOUTH OF FLAGG RANCH, 270 FEET
 PY0074'SOUTH OF FILL OVER CREEK, 60 FEET EAST OF HIGHWAY CENTERLINE, 60 FEET
 PY0074'SOUTH OF OLD ROAD SCAR OVER CREEK, 20 FEET WEST OF CENTERLINE OF OLD
 PY0074'ROAD, ABOUT 5 FEET LOWER THAN NEW HIGHWAY, AND IN THE TOP OF A
 PY0074'BOULDER.  A STANDARD DISK, STAMPED 7278.929 V 13 1923.
 PY0074
 PY0074                          STATION RECOVERY (1977)
 PY0074
 PY0074'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PY0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0177 ***********************************************************************
 MO0177  DESIGNATION -  V 130
 MO0177  PID         -  MO0177
 MO0177  STATE/COUNTY-  WY/LARAMIE
 MO0177  USGS QUAD   -  J H D RANCH (1991)
 MO0177
 MO0177                         *CURRENT SURVEY CONTROL
 MO0177  ___________________________________________________________________
 MO0177* NAD 83(1986)-  41 22 32.     (N)    104 40 03.     (W)     SCALED    
 MO0177* NAVD 88     -      1809.292  (meters)    5935.99   (feet)  ADJUSTED  
 MO0177  ___________________________________________________________________
 MO0177  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 MO0177  DYNAMIC HT  -        1807.794 (meters)    5931.07  (feet)  COMP
 MO0177  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 MO0177
 MO0177  VERT ORDER  -  SECOND    CLASS 0
 MO0177
 MO0177.The horizontal coordinates were scaled from a topographic map and have
 MO0177.an estimated accuracy of +/- 6 seconds.
 MO0177
 MO0177.The orthometric height was determined by differential leveling
 MO0177.and adjusted by the National Geodetic Survey in June 1991..
 MO0177
 MO0177.The geoid height was determined by GEOID03.
 MO0177
 MO0177.The dynamic height is computed by dividing the NAVD 88
 MO0177.geopotential number by the normal gravity value computed on the
 MO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0177.degrees latitude (g = 980.6199 gals.).
 MO0177
 MO0177.The modeled gravity was interpolated from observed gravity values.
 MO0177
 MO0177;                    North         East    Units  Estimated Accuracy
 MO0177;SPC WY E     -    97,350.      241,760.      MT  (+/- 180 meters Scaled)
 MO0177
 MO0177                          SUPERSEDED SURVEY CONTROL
 MO0177
 MO0177  NGVD 29 (??/??/92) 1808.337  (m)         5932.85   (f) ADJ UNCH    2 0
 MO0177
 MO0177.Superseded values are not recommended for survey control.
 MO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0177.See file dsdata.txt to determine how the superseded data were derived.
 MO0177
 MO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF278805(NAD 83)
 MO0177_MARKER: DB = BENCH MARK DISK
 MO0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0177_STAMPING: V 130 1959
 MO0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0177+STABILITY: SURFACE MOTION
 MO0177
 MO0177  HISTORY     - Date     Condition        Report By
 MO0177  HISTORY     - 1959     MONUMENTED       CGS
 MO0177
 MO0177                          STATION DESCRIPTION
 MO0177
 MO0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0177'21.6 MI NE FROM CHEYENNE.
 MO0177'0.4 MILE NORTHWEST ON CENTRAL AVENUE FROM THE STATE CAPITOL
 MO0177'IN CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE
 MO0177'5.7 MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE NORTHEAST ON
 MO0177'U.S. HIGHWAY 85 FOR 10.0 MILES, THENCE NORTH ON GRAVELED ROAD FOR
 MO0177'2.5 MILES, THENCE EAST AND NORTH ON GRAVELED ROAD FOR 2.2 MILES,
 MO0177'70 FEET EAST OF THE CENTER LINE OF THE ROAD IN LINE WITH THE SOUTH
 MO0177'EDGE OF A LONG SHEEP SHED AT WARREN LIVE STOCK CO. NORTH MILL
 MO0177'CAMP.  SET IN A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0256 ***********************************************************************
 MQ0256  DESIGNATION -  V 131
 MQ0256  PID         -  MQ0256
 MQ0256  STATE/COUNTY-  WY/SWEETWATER
 MQ0256  USGS QUAD   -  BRYAN (1980)
 MQ0256
 MQ0256                         *CURRENT SURVEY CONTROL
 MQ0256  ___________________________________________________________________
 MQ0256* NAD 83(1986)-  41 32 44.     (N)    109 41 35.     (W)     SCALED    
 MQ0256* NAVD 88     -      1874.724  (meters)    6150.66   (feet)  ADJUSTED  
 MQ0256  ___________________________________________________________________
 MQ0256  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 MQ0256  DYNAMIC HT  -        1873.102 (meters)    6145.34  (feet)  COMP
 MQ0256  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 MQ0256
 MQ0256  VERT ORDER  -  FIRST     CLASS II
 MQ0256
 MQ0256.The horizontal coordinates were scaled from a topographic map and have
 MQ0256.an estimated accuracy of +/- 6 seconds.
 MQ0256
 MQ0256.The orthometric height was determined by differential leveling
 MQ0256.and adjusted by the National Geodetic Survey in June 1991..
 MQ0256
 MQ0256.The geoid height was determined by GEOID03.
 MQ0256
 MQ0256.The dynamic height is computed by dividing the NAVD 88
 MQ0256.geopotential number by the normal gravity value computed on the
 MQ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0256.degrees latitude (g = 980.6199 gals.).
 MQ0256
 MQ0256.The modeled gravity was interpolated from observed gravity values.
 MQ0256
 MQ0256;                    North         East    Units  Estimated Accuracy
 MQ0256;SPC WYWC     -   116,540.      521,320.      MT  (+/- 180 meters Scaled)
 MQ0256
 MQ0256                          SUPERSEDED SURVEY CONTROL
 MQ0256
 MQ0256  NGVD 29 (??/??/92) 1873.403  (m)         6146.32   (f) ADJ UNCH    1 2
 MQ0256
 MQ0256.Superseded values are not recommended for survey control.
 MQ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0256.See file dsdata.txt to determine how the superseded data were derived.
 MQ0256
 MQ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM090001(NAD 83)
 MQ0256_MARKER: DB = BENCH MARK DISK
 MQ0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MQ0256_SP_SET: WHEEL GUARD
 MQ0256_STAMPING: V 131 1958
 MQ0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0256
 MQ0256  HISTORY     - Date     Condition        Report By
 MQ0256  HISTORY     - 1958     MONUMENTED       CGS
 MQ0256  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0256
 MQ0256                          STATION DESCRIPTION
 MQ0256
 MQ0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0256'12.75 MI W FROM GREEN RIVER.
 MQ0256'ABOUT 12.75 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0256'GREEN RIVER, 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE
 MQ0256'TOP OF THE EAST END OF THE SOUTH CONCRETE WHEEL GUARD OF THE BRIDGE
 MQ0256'OVER BLACKS FORK RIVER, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 MQ0256
 MQ0256                          STATION RECOVERY (1983)
 MQ0256
 MQ0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0010 ***********************************************************************
 MR0010  DESIGNATION -  V 132
 MR0010  PID         -  MR0010
 MR0010  STATE/COUNTY-  WY/UINTA
 MR0010  USGS QUAD   -  CHURCH BUTTE (1969)
 MR0010
 MR0010                         *CURRENT SURVEY CONTROL
 MR0010  ___________________________________________________________________
 MR0010* NAD 83(1986)-  41 34 03.     (N)    110 07 52.     (W)     SCALED    
 MR0010* NAVD 88     -      1927.021  (meters)    6322.23   (feet)  ADJUSTED  
 MR0010  ___________________________________________________________________
 MR0010  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 MR0010  DYNAMIC HT  -        1925.354 (meters)    6316.77  (feet)  COMP
 MR0010  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 MR0010
 MR0010  VERT ORDER  -  FIRST     CLASS II
 MR0010
 MR0010.The horizontal coordinates were scaled from a topographic map and have
 MR0010.an estimated accuracy of +/- 6 seconds.
 MR0010
 MR0010.The orthometric height was determined by differential leveling
 MR0010.and adjusted by the National Geodetic Survey in June 1991..
 MR0010.WARNING-Repeat measurements at this control monument indicate possible
 MR0010.vertical movement.
 MR0010
 MR0010.The geoid height was determined by GEOID03.
 MR0010
 MR0010.The dynamic height is computed by dividing the NAVD 88
 MR0010.geopotential number by the normal gravity value computed on the
 MR0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0010.degrees latitude (g = 980.6199 gals.).
 MR0010
 MR0010.The modeled gravity was interpolated from observed gravity values.
 MR0010
 MR0010;                    North         East    Units  Estimated Accuracy
 MR0010;SPC WY W     -   218,540.      796,020.      MT  (+/- 180 meters Scaled)
 MR0010
 MR0010                          SUPERSEDED SURVEY CONTROL
 MR0010
 MR0010  NGVD 29 (06/08/92) 1925.707  (m)         6317.92   (f) ADJUSTED    1 2
 MR0010
 MR0010.Superseded values are not recommended for survey control.
 MR0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0010.See file dsdata.txt to determine how the superseded data were derived.
 MR0010
 MR0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM724021(NAD 83)
 MR0010_MARKER: DB = BENCH MARK DISK
 MR0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0010_STAMPING: V 132 1958
 MR0010_MARK LOGO: CGS   
 MR0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0010+STABILITY: SURFACE MOTION
 MR0010
 MR0010  HISTORY     - Date     Condition        Report By
 MR0010  HISTORY     - 1958     MONUMENTED       CGS
 MR0010  HISTORY     - 1983     GOOD             NGS
 MR0010
 MR0010                          STATION DESCRIPTION
 MR0010
 MR0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0010'8.8 MI SW FROM GRANGER.
 MR0010'ABOUT 8.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0010'STATION AT GRANGER, 87 FEET SOUTHEAST OF MILEPOST 856, 14 POLES
 MR0010'NORTHEAST OF BRIDGE NUMBER 856.35, 182 FEET SOUTHEAST OF THE SOUTHEAST
 MR0010'RAIL, 2 1/2 FEET NORTHWEST OF THE RIGHT OF WAY FENCE, 2 1/2 FEET
 MR0010'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE
 MR0010'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 MR0010
 MR0010                          STATION RECOVERY (1983)
 MR0010
 MR0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0074 ***********************************************************************
 MR0074  DESIGNATION -  V 133
 MR0074  PID         -  MR0074
 MR0074  STATE/COUNTY-  WY/UINTA
 MR0074  USGS QUAD   -  CARTER (1964)
 MR0074
 MR0074                         *CURRENT SURVEY CONTROL
 MR0074  ___________________________________________________________________
 MR0074* NAD 83(1986)-  41 25 38.     (N)    110 29 40.     (W)     SCALED    
 MR0074* NAVD 88     -      1997.025  (meters)    6551.91   (feet)  ADJUSTED  
 MR0074  ___________________________________________________________________
 MR0074  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 MR0074  DYNAMIC HT  -        1995.305 (meters)    6546.26  (feet)  COMP
 MR0074  MODELED GRAV-     979,691.0   (mgal)                       NAVD 88
 MR0074
 MR0074  VERT ORDER  -  FIRST     CLASS II
 MR0074
 MR0074.The horizontal coordinates were scaled from a topographic map and have
 MR0074.an estimated accuracy of +/- 6 seconds.
 MR0074
 MR0074.The orthometric height was determined by differential leveling
 MR0074.and adjusted by the National Geodetic Survey in June 1991..
 MR0074
 MR0074.The geoid height was determined by GEOID03.
 MR0074
 MR0074.The dynamic height is computed by dividing the NAVD 88
 MR0074.geopotential number by the normal gravity value computed on the
 MR0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0074.degrees latitude (g = 980.6199 gals.).
 MR0074
 MR0074.The modeled gravity was interpolated from observed gravity values.
 MR0074
 MR0074;                    North         East    Units  Estimated Accuracy
 MR0074;SPC WY W     -   203,050.      765,640.      MT  (+/- 180 meters Scaled)
 MR0074
 MR0074                          SUPERSEDED SURVEY CONTROL
 MR0074
 MR0074  NGVD 29 (06/08/92) 1995.775  (m)         6547.81   (f) ADJUSTED    1 2
 MR0074
 MR0074.Superseded values are not recommended for survey control.
 MR0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0074.See file dsdata.txt to determine how the superseded data were derived.
 MR0074
 MR0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL422863(NAD 83)
 MR0074_MARKER: DB = BENCH MARK DISK
 MR0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0074_STAMPING: V 133 1958
 MR0074_MARK LOGO: CGS   
 MR0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0074+STABILITY: SURFACE MOTION
 MR0074
 MR0074  HISTORY     - Date     Condition        Report By
 MR0074  HISTORY     - 1958     MONUMENTED       CGS
 MR0074  HISTORY     - 1983     GOOD             NGS
 MR0074
 MR0074                          STATION DESCRIPTION
 MR0074
 MR0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0074'3.5 MI W FROM CARTER.
 MR0074'ABOUT 3.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0074'AT CARTER, AT MILEPOST 879, 182 FEET NORTHWEST OF THE NORTHWEST RAIL,
 MR0074'126 FEET NORTH-NORTHWEST OF THE CENTER LINE OF A TRAIL ROAD, OF A
 MR0074'BATTERY BOX, 28 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL ROAD, 2
 MR0074'FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, 2 FEET NORTHWEST OF A METAL
 MR0074'WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACKS, AND IN THE
 MR0074'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0074
 MR0074                          STATION RECOVERY (1983)
 MR0074
 MR0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0173 ***********************************************************************
 MR0173  DESIGNATION -  V 134
 MR0173  PID         -  MR0173
 MR0173  STATE/COUNTY-  WY/UINTA
 MR0173  USGS QUAD   -  EVANSTON (1978)
 MR0173
 MR0173                         *CURRENT SURVEY CONTROL
 MR0173  ___________________________________________________________________
 MR0173* NAD 83(1993)-  41 18 17.72362(N)    110 59 22.13191(W)     ADJUSTED  
 MR0173* NAVD 88     -      2038.558  (meters)    6688.17   (feet)  ADJUSTED  
 MR0173  ___________________________________________________________________
 MR0173  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 MR0173  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 MR0173  DYNAMIC HT  -        2036.688 (meters)    6682.03  (feet)  COMP
 MR0173  MODELED GRAV-     979,634.2   (mgal)                       NAVD 88
 MR0173
 MR0173  HORZ ORDER  -  SECOND
 MR0173  VERT ORDER  -  FIRST     CLASS II
 MR0173
 MR0173.The horizontal coordinates were established by classical geodetic methods
 MR0173.and adjusted by the National Geodetic Survey in January 1997..
 MR0173
 MR0173.The orthometric height was determined by differential leveling
 MR0173.and adjusted by the National Geodetic Survey in June 1991..
 MR0173
 MR0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0173
 MR0173.The geoid height was determined by GEOID03.
 MR0173
 MR0173.The dynamic height is computed by dividing the NAVD 88
 MR0173.geopotential number by the normal gravity value computed on the
 MR0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0173.degrees latitude (g = 980.6199 gals.).
 MR0173
 MR0173.The modeled gravity was interpolated from observed gravity values.
 MR0173
 MR0173;                    North         East     Units Scale Factor Converg.
 MR0173;SPC WY W     -   189,778.857   724,117.857   MT  1.00000834   -0 35 53.3
 MR0173;UTM  12      - 4,572,607.385   500,880.567   MT  0.99960001   +0 00 25.0
 MR0173
 MR0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0173!SPC WY W     -   0.99968270  x   1.00000834  =   0.99969104
 MR0173!UTM  12      -   0.99968270  x   0.99960001  =   0.99928284
 MR0173
 MR0173                          SUPERSEDED SURVEY CONTROL
 MR0173
 MR0173  NAD 83(1986)-  41 18 17.70965(N)    110 59 22.12081(W) AD(       ) 2
 MR0173  NAD 27      -  41 18 17.90792(N)    110 59 19.46347(W) AD(       ) 2
 MR0173  NGVD 29 (??/??/92) 2037.161  (m)         6683.59   (f) ADJ UNCH    1 2
 MR0173
 MR0173.Superseded values are not recommended for survey control.
 MR0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0173.See file dsdata.txt to determine how the superseded data were derived.
 MR0173
 MR0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL0088172607(NAD 83)
 MR0173_MARKER: DB = BENCH MARK DISK
 MR0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0173_STAMPING: V 134 1958
 MR0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0173+STABILITY: SURFACE MOTION
 MR0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0173+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 MR0173
 MR0173  HISTORY     - Date     Condition        Report By
 MR0173  HISTORY     - 1958     MONUMENTED       CGS
 MR0173  HISTORY     - 1974     GOOD             NGS
 MR0173  HISTORY     - 20050718 GOOD             GEOCAC
 MR0173
 MR0173                          STATION DESCRIPTION
 MR0173
 MR0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0173'3.2 MI NW FROM EVANSTON.
 MR0173'ABOUT 0.1 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0173'STATION AT EVANSTON, THENCE ABOUT 3.1 MILES NORTHWEST ALONG STATE
 MR0173'HIGHWAY 89, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11
 MR0173'FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A FENCE, 2
 MR0173'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LVEL OF
 MR0173'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 MR0173
 MR0173                          STATION RECOVERY (1974)
 MR0173
 MR0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MR0173'RECOVERED IN GOOD CONDITION.
 MR0173
 MR0173                          STATION RECOVERY (2005)
 MR0173
 MR0173'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 MR0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0114 ***********************************************************************
 MR0114  DESIGNATION -  V 135
 MR0114  PID         -  MR0114
 MR0114  STATE/COUNTY-  WY/UINTA
 MR0114  USGS QUAD   -  LEROY (1978)
 MR0114
 MR0114                         *CURRENT SURVEY CONTROL
 MR0114  ___________________________________________________________________
 MR0114* NAD 83(1986)-  41 22 10.     (N)    110 36 31.     (W)     SCALED    
 MR0114* NAVD 88     -      2027.181  (meters)    6650.84   (feet)  ADJUSTED  
 MR0114  ___________________________________________________________________
 MR0114  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 MR0114  DYNAMIC HT  -        2025.383 (meters)    6644.94  (feet)  COMP
 MR0114  MODELED GRAV-     979,664.6   (mgal)                       NAVD 88
 MR0114
 MR0114  VERT ORDER  -  FIRST     CLASS II
 MR0114
 MR0114.The horizontal coordinates were scaled from a topographic map and have
 MR0114.an estimated accuracy of +/- 6 seconds.
 MR0114
 MR0114.The orthometric height was determined by differential leveling
 MR0114.and adjusted by the National Geodetic Survey in June 1991..
 MR0114
 MR0114.The geoid height was determined by GEOID03.
 MR0114
 MR0114.The dynamic height is computed by dividing the NAVD 88
 MR0114.geopotential number by the normal gravity value computed on the
 MR0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0114.degrees latitude (g = 980.6199 gals.).
 MR0114
 MR0114.The modeled gravity was interpolated from observed gravity values.
 MR0114
 MR0114;                    North         East    Units  Estimated Accuracy
 MR0114;SPC WY W     -   196,680.      756,060.      MT  (+/- 180 meters Scaled)
 MR0114
 MR0114                          SUPERSEDED SURVEY CONTROL
 MR0114
 MR0114  NGVD 29 (06/08/92) 2025.898  (m)         6646.63   (f) ADJUSTED    1 2
 MR0114
 MR0114.Superseded values are not recommended for survey control.
 MR0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0114.See file dsdata.txt to determine how the superseded data were derived.
 MR0114
 MR0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL327798(NAD 83)
 MR0114_MARKER: DB = BENCH MARK DISK
 MR0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0114_SP_SET: ABUTMENT
 MR0114_STAMPING: V 135 1958
 MR0114_MARK LOGO: CGS   
 MR0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0114
 MR0114  HISTORY     - Date     Condition        Report By
 MR0114  HISTORY     - 1958     MONUMENTED       CGS
 MR0114  HISTORY     - 1983     GOOD             NGS
 MR0114
 MR0114                          STATION DESCRIPTION
 MR0114
 MR0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0114'11.6 MI SW FROM CARTER.
 MR0114'ABOUT 11.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0114'STATION AT CARTER, 5 POLES SOUTHWEST OF MILEPOST 887, IN THE TOP OF
 MR0114'THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE 887.13,
 MR0114'5 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2 1/2 FEET BELOW
 MR0114'THE LEVEL OF THE TRACKS.
 MR0114
 MR0114                          STATION RECOVERY (1983)
 MR0114
 MR0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0151 ***********************************************************************
 NR0151  DESIGNATION -  V 141
 NR0151  PID         -  NR0151
 NR0151  STATE/COUNTY-  WY/NATRONA
 NR0151  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0151
 NR0151                         *CURRENT SURVEY CONTROL
 NR0151  ___________________________________________________________________
 NR0151* NAD 83(1986)-  42 42 25.     (N)    106 33 39.     (W)     SCALED    
 NR0151* NAVD 88     -      1605.231  (meters)    5266.50   (feet)  ADJUSTED  
 NR0151  ___________________________________________________________________
 NR0151  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NR0151  DYNAMIC HT  -        1604.202 (meters)    5263.12  (feet)  COMP
 NR0151  MODELED GRAV-     979,923.3   (mgal)                       NAVD 88
 NR0151
 NR0151  VERT ORDER  -  SECOND    CLASS 0
 NR0151
 NR0151.The horizontal coordinates were scaled from a topographic map and have
 NR0151.an estimated accuracy of +/- 6 seconds.
 NR0151
 NR0151.The orthometric height was determined by differential leveling
 NR0151.and adjusted by the National Geodetic Survey in June 1991..
 NR0151
 NR0151.The geoid height was determined by GEOID03.
 NR0151
 NR0151.The dynamic height is computed by dividing the NAVD 88
 NR0151.geopotential number by the normal gravity value computed on the
 NR0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0151.degrees latitude (g = 980.6199 gals.).
 NR0151
 NR0151.The modeled gravity was interpolated from observed gravity values.
 NR0151
 NR0151;                    North         East    Units  Estimated Accuracy
 NR0151;SPC WYEC     -   345,390.      463,290.      MT  (+/- 180 meters Scaled)
 NR0151
 NR0151                          SUPERSEDED SURVEY CONTROL
 NR0151
 NR0151  NGVD 29 (??/??/92) 1604.342  (m)         5263.58   (f) ADJ UNCH    2 0
 NR0151
 NR0151.Superseded values are not recommended for survey control.
 NR0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0151.See file dsdata.txt to determine how the superseded data were derived.
 NR0151
 NR0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH721294(NAD 83)
 NR0151_MARKER: DB = BENCH MARK DISK
 NR0151_SETTING: 66 = SET IN ROCK OUTCROP
 NR0151_SP_SET: FLAT ROCK
 NR0151_STAMPING: V 141 1959
 NR0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0151+STABILITY: POSITION/ELEVATION WELL
 NR0151
 NR0151  HISTORY     - Date     Condition        Report By
 NR0151  HISTORY     - 1959     MONUMENTED       CGS
 NR0151  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0151
 NR0151                          STATION DESCRIPTION
 NR0151
 NR0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0151'16.15 MI SW FROM CASPER.
 NR0151'ABOUT 16.15 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0151'POSTOFFICE AT CASPER, ON THE NORTHWEST SLOPE OF A ROCK HILL, 132 FEET
 NR0151'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF A LARGE
 NR0151'FLAT ROCK WHICH PROJECTS 1 1/2 FEET, 69 FEET SOUTHEAST OF A FENCE, AND
 NR0151'ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 NR0151
 NR0151                          STATION RECOVERY (1982)
 NR0151
 NR0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0355 ***********************************************************************
 NQ0355  DESIGNATION -  V 143
 NQ0355  PID         -  NQ0355
 NQ0355  STATE/COUNTY-  WY/ALBANY
 NQ0355  USGS QUAD   -  FLETCHER PARK (1992)
 NQ0355
 NQ0355                         *CURRENT SURVEY CONTROL
 NQ0355  ___________________________________________________________________
 NQ0355* NAD 83(1986)-  42 08 11.     (N)    105 20 15.     (W)     SCALED    
 NQ0355* NAVD 88     -      2104.439  (meters)    6904.31   (feet)  ADJUSTED  
 NQ0355  ___________________________________________________________________
 NQ0355  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 NQ0355  DYNAMIC HT  -        2102.983 (meters)    6899.54  (feet)  COMP
 NQ0355  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 NQ0355
 NQ0355  VERT ORDER  -  SECOND    CLASS 0
 NQ0355
 NQ0355.The horizontal coordinates were scaled from a topographic map and have
 NQ0355.an estimated accuracy of +/- 6 seconds.
 NQ0355
 NQ0355.The orthometric height was determined by differential leveling
 NQ0355.and adjusted by the National Geodetic Survey in June 1991..
 NQ0355
 NQ0355.The geoid height was determined by GEOID03.
 NQ0355
 NQ0355.The dynamic height is computed by dividing the NAVD 88
 NQ0355.geopotential number by the normal gravity value computed on the
 NQ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0355.degrees latitude (g = 980.6199 gals.).
 NQ0355
 NQ0355.The modeled gravity was interpolated from observed gravity values.
 NQ0355
 NQ0355;                    North         East    Units  Estimated Accuracy
 NQ0355;SPC WY E     -   181,740.      185,880.      MT  (+/- 180 meters Scaled)
 NQ0355
 NQ0355                          SUPERSEDED SURVEY CONTROL
 NQ0355
 NQ0355  NGVD 29 (??/??/92) 2103.613  (m)         6901.60   (f) ADJ UNCH    2 0
 NQ0355
 NQ0355.Superseded values are not recommended for survey control.
 NQ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0355.See file dsdata.txt to determine how the superseded data were derived.
 NQ0355
 NQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG721649(NAD 83)
 NQ0355_MARKER: DB = BENCH MARK DISK
 NQ0355_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0355_SP_SET: ROCK OUTCROP
 NQ0355_STAMPING: V 143 1959
 NQ0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0355+STABILITY: POSITION/ELEVATION WELL
 NQ0355
 NQ0355  HISTORY     - Date     Condition        Report By
 NQ0355  HISTORY     - 1959     MONUMENTED       CGS
 NQ0355
 NQ0355                          STATION DESCRIPTION
 NQ0355
 NQ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0355'26 MI NW FROM WHEATLAND.
 NQ0355'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0355'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0355'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0355'A PAVED ROAD, THENCE ABOUT 10.05 MILES WEST ALONG A GRADED DIRT
 NQ0355'ROAD, IN THE SOUTHEAST 1/4 OF SECTION 15, T 25 N, R 71 W, 100
 NQ0355'FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A SMALL
 NQ0355'GRANITE ROCK OUTCROP PROJECTING 2 INCHES, ABOUT 0.45 MILE
 NQ0355'NORTHEAST OF THE JUNCTION WITH A TRACK ROAD LEADING SOUTHWEST
 NQ0355'TO THE RAWLINS AND SONS SAWMILL, 172 YARDS NORTHEAST OF A FENCE,
 NQ0355'188 FEET NORTH OF A TELEPHONE POLE, ON THE NORTHEAST SIDE OF A
 NQ0355'SLIGHT ROCKY KNOB HILL, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0380 ***********************************************************************
 NQ0380  DESIGNATION -  V 144
 NQ0380  PID         -  NQ0380
 NQ0380  STATE/COUNTY-  WY/ALBANY
 NQ0380  USGS QUAD   -  PINTO CREEK (1968)
 NQ0380
 NQ0380                         *CURRENT SURVEY CONTROL
 NQ0380  ___________________________________________________________________
 NQ0380* NAD 83(1986)-  42 06 47.     (N)    105 39 11.     (W)     SCALED    
 NQ0380* NAVD 88     -      2116.020  (meters)    6942.31   (feet)  ADJUSTED  
 NQ0380  ___________________________________________________________________
 NQ0380  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 NQ0380  DYNAMIC HT  -        2114.387 (meters)    6936.95  (feet)  COMP
 NQ0380  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 NQ0380
 NQ0380  VERT ORDER  -  SECOND    CLASS 0
 NQ0380
 NQ0380.The horizontal coordinates were scaled from a topographic map and have
 NQ0380.an estimated accuracy of +/- 6 seconds.
 NQ0380
 NQ0380.The orthometric height was determined by differential leveling
 NQ0380.and adjusted by the National Geodetic Survey in June 1991..
 NQ0380
 NQ0380.The geoid height was determined by GEOID03.
 NQ0380
 NQ0380.The dynamic height is computed by dividing the NAVD 88
 NQ0380.geopotential number by the normal gravity value computed on the
 NQ0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0380.degrees latitude (g = 980.6199 gals.).
 NQ0380
 NQ0380.The modeled gravity was interpolated from observed gravity values.
 NQ0380
 NQ0380;                    North         East    Units  Estimated Accuracy
 NQ0380;SPC WY E     -   179,250.      159,780.      MT  (+/- 180 meters Scaled)
 NQ0380
 NQ0380                          SUPERSEDED SURVEY CONTROL
 NQ0380
 NQ0380  NGVD 29 (??/??/92) 2115.021  (m)         6939.03   (f) ADJ UNCH    2 0
 NQ0380
 NQ0380.Superseded values are not recommended for survey control.
 NQ0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0380.See file dsdata.txt to determine how the superseded data were derived.
 NQ0380
 NQ0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG460625(NAD 83)
 NQ0380_MARKER: DB = BENCH MARK DISK
 NQ0380_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0380_SP_SET: ROCK OUTCROP
 NQ0380_STAMPING: V 144 1959
 NQ0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0380+STABILITY: POSITION/ELEVATION WELL
 NQ0380
 NQ0380  HISTORY     - Date     Condition        Report By
 NQ0380  HISTORY     - 1959     MONUMENTED       CGS
 NQ0380
 NQ0380                          STATION DESCRIPTION
 NQ0380
 NQ0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0380'2.6 MI W FROM GARRETT.
 NQ0380'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0380'POST OFFICE AT GARRETT, THENCE ABOUT 2.0 MILES WEST ALONG A
 NQ0380'GRADED DIRT ROAD, IN THE EAST SIDE OF THE NORTHEAST 1/4 OF
 NQ0380'SECTION 25, T 25 N, R 74 W, IN THE TOP OF A GRANITE OUTCROP
 NQ0380'PROJECTING 3 FEET ON THE SOUTH SIDE, ABOUT 0.35 MILE EAST OF A
 NQ0380'WOODEN BRIDGE OVER COW CREEK, ABOUT 0.2 MILE WEST OF A WOODEN
 NQ0380'BRIDGE OVER JACK DRAW, ABOUT 0.05 MILE EAST OF A CURVE IN THE
 NQ0380'ROAD THROUGH A NATURAL CUT IN TWO LARGE ROCKS, ON THE TOP OF A
 NQ0380'ROCKY POINT, 148 FEET EAST OF THE SOUTHEAST CORNER OF A CORRAL
 NQ0380'ON THE SOUTH SIDE OF A LONG STOCK SHED, 115 FEET NORTH OF A
 NQ0380'FENCE, 73 FEET WEST OF A 14-INCH CEDAR TREE, AND ABOUT 6 FEET
 NQ0380'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0404 ***********************************************************************
 NQ0404  DESIGNATION -  V 145
 NQ0404  PID         -  NQ0404
 NQ0404  STATE/COUNTY-  WY/ALBANY
 NQ0404  USGS QUAD   -  MARSHALL (1992)
 NQ0404
 NQ0404                         *CURRENT SURVEY CONTROL
 NQ0404  ___________________________________________________________________
 NQ0404* NAD 83(1986)-  42 17 02.     (N)    105 52 02.     (W)     SCALED    
 NQ0404* NAVD 88     -      2220.489  (meters)    7285.05   (feet)  ADJUSTED  
 NQ0404  ___________________________________________________________________
 NQ0404  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 NQ0404  DYNAMIC HT  -        2218.760 (meters)    7279.38  (feet)  COMP
 NQ0404  MODELED GRAV-     979,762.1   (mgal)                       NAVD 88
 NQ0404
 NQ0404  VERT ORDER  -  SECOND    CLASS 0
 NQ0404
 NQ0404.The horizontal coordinates were scaled from a topographic map and have
 NQ0404.an estimated accuracy of +/- 6 seconds.
 NQ0404
 NQ0404.The orthometric height was determined by differential leveling
 NQ0404.and adjusted by the National Geodetic Survey in June 1991..
 NQ0404
 NQ0404.The geoid height was determined by GEOID03.
 NQ0404
 NQ0404.The dynamic height is computed by dividing the NAVD 88
 NQ0404.geopotential number by the normal gravity value computed on the
 NQ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0404.degrees latitude (g = 980.6199 gals.).
 NQ0404
 NQ0404.The modeled gravity was interpolated from observed gravity values.
 NQ0404
 NQ0404;                    North         East    Units  Estimated Accuracy
 NQ0404;SPC WY E     -   198,350.      142,220.      MT  (+/- 180 meters Scaled)
 NQ0404
 NQ0404                          SUPERSEDED SURVEY CONTROL
 NQ0404
 NQ0404  NGVD 29 (??/??/92) 2219.448  (m)         7281.64   (f) ADJ UNCH    2 0
 NQ0404
 NQ0404.Superseded values are not recommended for survey control.
 NQ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0404.See file dsdata.txt to determine how the superseded data were derived.
 NQ0404
 NQ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG284816(NAD 83)
 NQ0404_MARKER: DB = BENCH MARK DISK
 NQ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0404_STAMPING: V 145 1959
 NQ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0404+STABILITY: SURFACE MOTION
 NQ0404
 NQ0404  HISTORY     - Date     Condition        Report By
 NQ0404  HISTORY     - 1959     MONUMENTED       CGS
 NQ0404
 NQ0404                          STATION DESCRIPTION
 NQ0404
 NQ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0404'25.7 MI NW FROM GARRETT.
 NQ0404'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE
 NQ0404'OLD POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG
 NQ0404'A GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6
 NQ0404'MILE SOUTH ALONG THE OLD FETTERMAN ROAD, THENCE ABOUT 15.45
 NQ0404'MILES NORTHWEST ALONG A GRADED DIRT ROAD, WHICH IS COUNTY ROAD
 NQ0404'64 THENCE ABOUT 1.0 MILE WEST ALONG A GRADED DIRT ROAD WHICH
 NQ0404'IS COUNTY ROAD 619, AT THE FOOT OF A LONG HILL, 90 FEET WEST OF THE
 NQ0404'CENTER LINE OF THE ROAD, IN THE NORTHEAST 1/4 OF SECTION 30,
 NQ0404'T 27 N, R 75 W, 144 FEET NORTH AND ACROSS THE ROAD FROM A
 NQ0404'FENCE, 89 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE
 NQ0404'GUARD, 68 FEET WEST OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS
 NQ0404'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 NQ0404'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0154 ***********************************************************************
 NR0154  DESIGNATION -  V 146
 NR0154  PID         -  NR0154
 NR0154  STATE/COUNTY-  WY/NATRONA
 NR0154  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0154
 NR0154                         *CURRENT SURVEY CONTROL
 NR0154  ___________________________________________________________________
 NR0154* NAD 83(1986)-  42 43 49.     (N)    106 31 59.     (W)     SCALED    
 NR0154* NAVD 88     -      1585.487  (meters)    5201.72   (feet)  ADJUSTED  
 NR0154  ___________________________________________________________________
 NR0154  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NR0154  DYNAMIC HT  -        1584.483 (meters)    5198.42  (feet)  COMP
 NR0154  MODELED GRAV-     979,931.9   (mgal)                       NAVD 88
 NR0154
 NR0154  VERT ORDER  -  SECOND    CLASS 0
 NR0154
 NR0154.The horizontal coordinates were scaled from a topographic map and have
 NR0154.an estimated accuracy of +/- 6 seconds.
 NR0154
 NR0154.The orthometric height was determined by differential leveling
 NR0154.and adjusted by the National Geodetic Survey in June 1991..
 NR0154
 NR0154.The geoid height was determined by GEOID03.
 NR0154
 NR0154.The dynamic height is computed by dividing the NAVD 88
 NR0154.geopotential number by the normal gravity value computed on the
 NR0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0154.degrees latitude (g = 980.6199 gals.).
 NR0154
 NR0154.The modeled gravity was interpolated from observed gravity values.
 NR0154
 NR0154;                    North         East    Units  Estimated Accuracy
 NR0154;SPC WYEC     -   348,000.      465,540.      MT  (+/- 180 meters Scaled)
 NR0154
 NR0154                          SUPERSEDED SURVEY CONTROL
 NR0154
 NR0154  NGVD 29 (??/??/92) 1584.610  (m)         5198.84   (f) ADJ UNCH    2 0
 NR0154
 NR0154.Superseded values are not recommended for survey control.
 NR0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0154.See file dsdata.txt to determine how the superseded data were derived.
 NR0154
 NR0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH744320(NAD 83)
 NR0154_MARKER: DB = BENCH MARK DISK
 NR0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NR0154_SP_SET: CULVERT
 NR0154_STAMPING: V 146 1959
 NR0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0154
 NR0154  HISTORY     - Date     Condition        Report By
 NR0154  HISTORY     - 1959     MONUMENTED       CGS
 NR0154  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0154
 NR0154                          STATION DESCRIPTION
 NR0154
 NR0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0154'14.2 MI SW FROM CASPER.
 NR0154'ABOUT 14.2 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0154'POSTOFFICE AT CASPER, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 NR0154'IN THE TOP OF THE EAST END OF A CONCRETE CULVERT, AND ABOUT 300 YARDS
 NR0154'NORTHEAST OF A TWO STORIED HOUSE.
 NR0154
 NR0154                          STATION RECOVERY (1982)
 NR0154
 NR0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0154'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0307 ***********************************************************************
 NQ0307  DESIGNATION -  V 15
 NQ0307  PID         -  NQ0307
 NQ0307  STATE/COUNTY-  WY/CONVERSE
 NQ0307  USGS QUAD   -  DOUGLAS (1974)
 NQ0307
 NQ0307                         *CURRENT SURVEY CONTROL
 NQ0307  ___________________________________________________________________
 NQ0307* NAD 83(1986)-  42 46 52.     (N)    105 24 23.     (W)     SCALED    
 NQ0307* NAVD 88     -      1477.355  (meters)    4846.96   (feet)  ADJUSTED  
 NQ0307  ___________________________________________________________________
 NQ0307  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 NQ0307  DYNAMIC HT  -        1476.425 (meters)    4843.90  (feet)  COMP
 NQ0307  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 NQ0307
 NQ0307  VERT ORDER  -  FIRST     CLASS II
 NQ0307
 NQ0307.The horizontal coordinates were scaled from a topographic map and have
 NQ0307.an estimated accuracy of +/- 6 seconds.
 NQ0307
 NQ0307.The orthometric height was determined by differential leveling
 NQ0307.and adjusted by the National Geodetic Survey in June 1991..
 NQ0307
 NQ0307.The geoid height was determined by GEOID03.
 NQ0307
 NQ0307.The dynamic height is computed by dividing the NAVD 88
 NQ0307.geopotential number by the normal gravity value computed on the
 NQ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0307.degrees latitude (g = 980.6199 gals.).
 NQ0307
 NQ0307.The modeled gravity was interpolated from observed gravity values.
 NQ0307
 NQ0307;                    North         East    Units  Estimated Accuracy
 NQ0307;SPC WY E     -   253,370.      180,390.      MT  (+/- 180 meters Scaled)
 NQ0307
 NQ0307                          SUPERSEDED SURVEY CONTROL
 NQ0307
 NQ0307  NGVD 29 (??/??/92) 1476.487  (m)         4844.11   (f) ADJ UNCH    1 2
 NQ0307
 NQ0307.Superseded values are not recommended for survey control.
 NQ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0307.See file dsdata.txt to determine how the superseded data were derived.
 NQ0307
 NQ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH667365(NAD 83)
 NQ0307_MARKER: DB = BENCH MARK DISK
 NQ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0307_STAMPING: V 15 1934
 NQ0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0307+STABILITY: SURFACE MOTION
 NQ0307
 NQ0307  HISTORY     - Date     Condition        Report By
 NQ0307  HISTORY     - 1934     MONUMENTED       CGS
 NQ0307
 NQ0307                          STATION DESCRIPTION
 NQ0307
 NQ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0307'1.9 MI NW FROM DOUGLAS.
 NQ0307'ABOUT 1.9 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND
 NQ0307'QUINCY RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY,
 NQ0307'ABOUT 1,860 FEET SOUTH OF MILEPOST 151, 25.0 FEET EAST OF THE EAST
 NQ0307'RAIL, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 NQ0307'V 15 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0203 ***********************************************************************
 MQ0203  DESIGNATION -  V 150
 MQ0203  PID         -  MQ0203
 MQ0203  STATE/COUNTY-  WY/SWEETWATER
 MQ0203  USGS QUAD   -  BAXTER (1978)
 MQ0203
 MQ0203                         *CURRENT SURVEY CONTROL
 MQ0203  ___________________________________________________________________
 MQ0203* NAD 83(1986)-  41 31 09.     (N)    109 03 35.     (W)     SCALED    
 MQ0203* NAVD 88     -      2004.432  (meters)    6576.21   (feet)  ADJUSTED  
 MQ0203  ___________________________________________________________________
 MQ0203  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 MQ0203  DYNAMIC HT  -        2002.741 (meters)    6570.66  (feet)  COMP
 MQ0203  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 MQ0203
 MQ0203  VERT ORDER  -  SECOND    CLASS 0
 MQ0203
 MQ0203.The horizontal coordinates were scaled from a topographic map and have
 MQ0203.an estimated accuracy of +/- 6 seconds.
 MQ0203
 MQ0203.The orthometric height was determined by differential leveling
 MQ0203.and adjusted by the National Geodetic Survey in June 1991..
 MQ0203
 MQ0203.The geoid height was determined by GEOID03.
 MQ0203
 MQ0203.The dynamic height is computed by dividing the NAVD 88
 MQ0203.geopotential number by the normal gravity value computed on the
 MQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0203.degrees latitude (g = 980.6199 gals.).
 MQ0203
 MQ0203.The modeled gravity was interpolated from observed gravity values.
 MQ0203
 MQ0203;                    North         East    Units  Estimated Accuracy
 MQ0203;SPC WYWC     -   113,220.      574,150.      MT  (+/- 180 meters Scaled)
 MQ0203
 MQ0203                          SUPERSEDED SURVEY CONTROL
 MQ0203
 MQ0203  NGVD 29 (??/??/92) 2003.153  (m)         6572.01   (f) ADJ UNCH    2 0
 MQ0203
 MQ0203.Superseded values are not recommended for survey control.
 MQ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0203.See file dsdata.txt to determine how the superseded data were derived.
 MQ0203
 MQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL618982(NAD 83)
 MQ0203_MARKER: DB = BENCH MARK DISK
 MQ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0203_STAMPING: V 150 1962
 MQ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0203+STABILITY: SURFACE MOTION
 MQ0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0203+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0203
 MQ0203  HISTORY     - Date     Condition        Report By
 MQ0203  HISTORY     - 1962     MONUMENTED       CGS
 MQ0203  HISTORY     - 1975     GOOD             NGS
 MQ0203  HISTORY     - 20011003 GOOD             WYHD
 MQ0203
 MQ0203                          STATION DESCRIPTION
 MQ0203
 MQ0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0203'10.1 MI SE FROM ROCK SPRINGS.
 MQ0203'10.1 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0203'ROCK SPRINGS, 0.15 MILE EAST OF THE JUNCTION OF A TRACK ROAD NORTH, 78
 MQ0203'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.2 FEET NORTHWEST
 MQ0203'OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 MQ0203'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MQ0203
 MQ0203                          STATION RECOVERY (1975)
 MQ0203
 MQ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 MQ0203'RECOVERED IN GOOD CONDITION.
 MQ0203
 MQ0203                          STATION RECOVERY (2001)
 MQ0203
 MQ0203'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0158 ***********************************************************************
 MR0158  DESIGNATION -  V 151
 MR0158  PID         -  MR0158
 MR0158  STATE/COUNTY-  WY/UINTA
 MR0158  USGS QUAD   -  MYERS RESERVOIR (1965)
 MR0158
 MR0158                         *CURRENT SURVEY CONTROL
 MR0158  ___________________________________________________________________
 MR0158* NAD 83(1986)-  41 02 03.     (N)    110 53 25.     (W)     SCALED    
 MR0158* NAVD 88     -      2309.135  (meters)    7575.89   (feet)  ADJUSTED  
 MR0158  ___________________________________________________________________
 MR0158  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 MR0158  DYNAMIC HT  -        2306.902 (meters)    7568.56  (feet)  COMP
 MR0158  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 MR0158
 MR0158  VERT ORDER  -  SECOND    CLASS 0
 MR0158
 MR0158.The horizontal coordinates were scaled from a topographic map and have
 MR0158.an estimated accuracy of +/- 6 seconds.
 MR0158
 MR0158.The orthometric height was determined by differential leveling
 MR0158.and adjusted by the National Geodetic Survey in June 1991..
 MR0158
 MR0158.The geoid height was determined by GEOID03.
 MR0158
 MR0158.The dynamic height is computed by dividing the NAVD 88
 MR0158.geopotential number by the normal gravity value computed on the
 MR0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0158.degrees latitude (g = 980.6199 gals.).
 MR0158
 MR0158.The modeled gravity was interpolated from observed gravity values.
 MR0158
 MR0158;                    North         East    Units  Estimated Accuracy
 MR0158;SPC WY W     -   159,630.      732,150.      MT  (+/- 180 meters Scaled)
 MR0158
 MR0158                          SUPERSEDED SURVEY CONTROL
 MR0158
 MR0158  NGVD 29 (??/??/92) 2307.706  (m)         7571.20   (f) ADJ UNCH    2 0
 MR0158
 MR0158.Superseded values are not recommended for survey control.
 MR0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0158.See file dsdata.txt to determine how the superseded data were derived.
 MR0158
 MR0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL092425(NAD 83)
 MR0158_MARKER: DB = BENCH MARK DISK
 MR0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0158_STAMPING: V 151 1962
 MR0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0158+STABILITY: SURFACE MOTION
 MR0158
 MR0158  HISTORY     - Date     Condition        Report By
 MR0158  HISTORY     - 1962     MONUMENTED       CGS
 MR0158
 MR0158                          STATION DESCRIPTION
 MR0158
 MR0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0158'20.7 MI SE FROM EVANSTON.
 MR0158'20.7 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0158'OF U.S. HIGHWAY 189 AT EVANSTON, 0.2 MILE NORTH-NORTHWEST OF THE
 MR0158'JUNCTION OF A DIRT ROAD WEST TO A FARMHOUSE, 126 FEET WEST-SOUTHWEST
 MR0158'OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET WEST-SOUTHWEST OF A FENCE,
 MR0158'2.5 FEET NORTH OF A WITNESS POST, ABOUT 4 1/2 FEET LOWER THAN THE
 MR0158'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MR0158'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0049 ***********************************************************************
 MQ0049  DESIGNATION -  V 152
 MQ0049  PID         -  MQ0049
 MQ0049  STATE/COUNTY-  WY/SWEETWATER
 MQ0049  USGS QUAD   -  BURLEY DRAW (1968)
 MQ0049
 MQ0049                         *CURRENT SURVEY CONTROL
 MQ0049  ___________________________________________________________________
 MQ0049* NAD 83(1986)-  41 15 31.     (N)    108 50 04.     (W)     SCALED    
 MQ0049* NAVD 88     -      2104.566  (meters)    6904.73   (feet)  ADJUSTED  
 MQ0049  ___________________________________________________________________
 MQ0049  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 MQ0049  DYNAMIC HT  -        2102.658 (meters)    6898.47  (feet)  COMP
 MQ0049  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 MQ0049
 MQ0049  VERT ORDER  -  SECOND    CLASS 0
 MQ0049
 MQ0049.The horizontal coordinates were scaled from a topographic map and have
 MQ0049.an estimated accuracy of +/- 6 seconds.
 MQ0049
 MQ0049.The orthometric height was determined by differential leveling
 MQ0049.and adjusted by the National Geodetic Survey in June 1991..
 MQ0049
 MQ0049.The geoid height was determined by GEOID03.
 MQ0049
 MQ0049.The dynamic height is computed by dividing the NAVD 88
 MQ0049.geopotential number by the normal gravity value computed on the
 MQ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0049.degrees latitude (g = 980.6199 gals.).
 MQ0049
 MQ0049.The modeled gravity was interpolated from observed gravity values.
 MQ0049
 MQ0049;                    North         East    Units  Estimated Accuracy
 MQ0049;SPC WYWC     -    84,240.      592,920.      MT  (+/- 180 meters Scaled)
 MQ0049
 MQ0049                          SUPERSEDED SURVEY CONTROL
 MQ0049
 MQ0049  NGVD 29 (??/??/92) 2103.208  (m)         6900.27   (f) ADJ UNCH    2 0
 MQ0049
 MQ0049.Superseded values are not recommended for survey control.
 MQ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0049.See file dsdata.txt to determine how the superseded data were derived.
 MQ0049
 MQ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL814697(NAD 83)
 MQ0049_MARKER: DB = BENCH MARK DISK
 MQ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0049_STAMPING: V 152 1962
 MQ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0049+STABILITY: SURFACE MOTION
 MQ0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0049+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0049
 MQ0049  HISTORY     - Date     Condition        Report By
 MQ0049  HISTORY     - 1962     MONUMENTED       CGS
 MQ0049  HISTORY     - 1970     GOOD             NGS
 MQ0049  HISTORY     - 1982     GOOD             NGS
 MQ0049  HISTORY     - 20011003 GOOD             WYHD
 MQ0049
 MQ0049                          STATION DESCRIPTION
 MQ0049
 MQ0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0049'35.65 MI SE FROM ROCK SPRINGS.
 MQ0049'35.65 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0049'ROCK SPRINGS, 328 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 MQ0049'TRACK ROAD EAST, 54 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 91
 MQ0049'FEET NORTHEAST OF HIGHWAY MARKER WYO, STATE HWY. SEPT. SEC. LINE.
 MQ0049'228+56.62, 19 FEET EAST OF THE CENTER OF A DRAINAGE DITCH, 2.0 FEET
 MQ0049'SOUTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY, AND
 MQ0049'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MQ0049'GROUND.
 MQ0049
 MQ0049                          STATION RECOVERY (1970)
 MQ0049
 MQ0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MQ0049'RECOVERED IN GOOD CONDITION.
 MQ0049
 MQ0049                          STATION RECOVERY (1982)
 MQ0049
 MQ0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0049'A NEW WITNESS POST SIGN WAS ADDED AT THIS TIME. IT IS 57.4 KM (35.65
 MQ0049'MI) SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT ROCK
 MQ0049'SPRINGS AND 16.5 M (54 FT) WEST FROM STATE HIGHWAY 430.
 MQ0049
 MQ0049                          STATION RECOVERY (2001)
 MQ0049
 MQ0049'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0167 ***********************************************************************
 MR0167  DESIGNATION -  V 153
 MR0167  PID         -  MR0167
 MR0167  STATE/COUNTY-  WY/UINTA
 MR0167  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0167
 MR0167                         *CURRENT SURVEY CONTROL
 MR0167  ___________________________________________________________________
 MR0167* NAD 83(1986)-  41 07 54.     (N)    110 50 30.     (W)     SCALED    
 MR0167* NAVD 88     -      2216.008  (meters)    7270.35   (feet)  ADJUSTED  
 MR0167  ___________________________________________________________________
 MR0167  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 MR0167  DYNAMIC HT  -        2213.910 (meters)    7263.47  (feet)  COMP
 MR0167  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 MR0167
 MR0167  VERT ORDER  -  SECOND    CLASS 0
 MR0167
 MR0167.The horizontal coordinates were scaled from a topographic map and have
 MR0167.an estimated accuracy of +/- 6 seconds.
 MR0167
 MR0167.The orthometric height was determined by differential leveling
 MR0167.and adjusted by the National Geodetic Survey in June 1991..
 MR0167
 MR0167.The geoid height was determined by GEOID03.
 MR0167
 MR0167.The dynamic height is computed by dividing the NAVD 88
 MR0167.geopotential number by the normal gravity value computed on the
 MR0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0167.degrees latitude (g = 980.6199 gals.).
 MR0167
 MR0167.The modeled gravity was interpolated from observed gravity values.
 MR0167
 MR0167;                    North         East    Units  Estimated Accuracy
 MR0167;SPC WY W     -   170,420.      736,330.      MT  (+/- 180 meters Scaled)
 MR0167
 MR0167                          SUPERSEDED SURVEY CONTROL
 MR0167
 MR0167  NGVD 29 (??/??/92) 2214.579  (m)         7265.66   (f) ADJ UNCH    2 0
 MR0167
 MR0167.Superseded values are not recommended for survey control.
 MR0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0167.See file dsdata.txt to determine how the superseded data were derived.
 MR0167
 MR0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL132533(NAD 83)
 MR0167_MARKER: DB = BENCH MARK DISK
 MR0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0167_STAMPING: V 153 1962
 MR0167_MARK LOGO: CGS   
 MR0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0167+STABILITY: SURFACE MOTION
 MR0167
 MR0167  HISTORY     - Date     Condition        Report By
 MR0167  HISTORY     - 1962     MONUMENTED       CGS
 MR0167  HISTORY     - 19920926 GOOD             WYDT
 MR0167
 MR0167                          STATION DESCRIPTION
 MR0167
 MR0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0167'12.2 MI SE FROM EVANSTON.
 MR0167'12.2 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0167'OF U.S. HIGHWAY 189 AT EVANSTON, ABOUT 500 YARDS NORTHEAST OF A GROUP
 MR0167'OF FARM BUILDINGS, 94 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42
 MR0167'FEET SOUTH OF THE CENTER OF A WIRE GATE, 4.1 FEET EAST OF A FENCE, 2.4
 MR0167'FEET NORTH OF A WITNESS POST, ABOUT 3 FEET LOWER THEN THE HIGHWAY, AND
 MR0167'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 MR0167'GROUND.
 MR0167
 MR0167                          STATION RECOVERY (1992)
 MR0167
 MR0167'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1992 (RAR)
 MR0167'RECOVERED IN GOOD CONDITION, BUT CONSTRUCTION ON ROAD NEXT TO MARKER
 MR0167'WILL BE DESTROYED.  WE WILL SET NEW MARKER UPON YOUR REQUEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0115 ***********************************************************************
 PY0115  DESIGNATION -  V 157
 PY0115  PID         -  PY0115
 PY0115  STATE/COUNTY-  WY/PARK
 PY0115  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0115
 PY0115                         *CURRENT SURVEY CONTROL
 PY0115  ___________________________________________________________________
 PY0115* NAD 83(1986)-  44 46 26.     (N)    110 44 10.     (W)     SCALED    
 PY0115* NAVD 88     -      2303.250  (meters)    7556.58   (feet)  ADJUSTED  
 PY0115  ___________________________________________________________________
 PY0115  GEOID HEIGHT-          -8.49  (meters)                     GEOID03
 PY0115  DYNAMIC HT  -        2301.848 (meters)    7551.98  (feet)  COMP
 PY0115  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 PY0115
 PY0115  VERT ORDER  -  FIRST     CLASS II
 PY0115
 PY0115.The horizontal coordinates were scaled from a topographic map and have
 PY0115.an estimated accuracy of +/- 6 seconds.
 PY0115
 PY0115.The orthometric height was determined by differential leveling
 PY0115.and adjusted by the National Geodetic Survey in June 1991..
 PY0115
 PY0115.The geoid height was determined by GEOID03.
 PY0115
 PY0115.The dynamic height is computed by dividing the NAVD 88
 PY0115.geopotential number by the normal gravity value computed on the
 PY0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0115.degrees latitude (g = 980.6199 gals.).
 PY0115
 PY0115.The modeled gravity was interpolated from observed gravity values.
 PY0115
 PY0115;                    North         East    Units  Estimated Accuracy
 PY0115;SPC WYWC     -   476,660.      442,800.      MT  (+/- 180 meters Scaled)
 PY0115
 PY0115                          SUPERSEDED SURVEY CONTROL
 PY0115
 PY0115  NGVD 29 (08/20/92) 2301.926  (m)         7552.24   (f) ADJUSTED    1 2
 PY0115
 PY0115.Superseded values are not recommended for survey control.
 PY0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0115.See file dsdata.txt to determine how the superseded data were derived.
 PY0115
 PY0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ208578(NAD 83)
 PY0115_MARKER: DB = BENCH MARK DISK
 PY0115_SETTING: 66 = SET IN ROCK OUTCROP
 PY0115_SP_SET: BEDROCK
 PY0115_STAMPING: V 157 1960
 PY0115_MARK LOGO: CGS   
 PY0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0115+STABILITY: POSITION/ELEVATION WELL
 PY0115
 PY0115  HISTORY     - Date     Condition        Report By
 PY0115  HISTORY     - 1960     MONUMENTED       CGS
 PY0115  HISTORY     - 1983     GOOD             NGS
 PY0115  HISTORY     - 1987     GOOD             NGS
 PY0115
 PY0115                          STATION DESCRIPTION
 PY0115
 PY0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0115'4.35 MI N FROM NORRIS.
 PY0115'ABOUT 4.35 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS
 PY0115'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, ON THE CREST OF A SMALL
 PY0115'ROCKY KNOLL, SET IN THE TOP OF A POINTED ROCK OUTCROP WHICH PROJECTS
 PY0115'18 INCHES ABOVE THE GROUND, 44 FEET SOUTHWEST OF THE CENTER LINE OF
 PY0115'THE HIGHWAY, 216 FEET NORTH OF THE NORTH EDGE OF SOUTH TWIN LAKE, 28
 PY0115'1/2 FEET SOUTHWEST OF SOUTH TWIN LAKE SIGN BOARD, AND ABOUT 3 FEET
 PY0115'ABOVE THE HIGHWAY.
 PY0115
 PY0115                          STATION RECOVERY (1983)
 PY0115
 PY0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0115'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE WITH
 PY0115'THE FOLLOWING EXCEPTION, DELETE 28-1/2 FEET SOUTHWEST OF THE SOUTH
 PY0115'TWIN LAKE SIGN BOARD.
 PY0115
 PY0115                          STATION RECOVERY (1987)
 PY0115
 PY0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0356 ***********************************************************************
 PY0356  DESIGNATION -  V 158
 PY0356  PID         -  PY0356
 PY0356  STATE/COUNTY-  WY/PARK
 PY0356  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0356
 PY0356                         *CURRENT SURVEY CONTROL
 PY0356  ___________________________________________________________________
 PY0356* NAD 83(1986)-  44 39 10.     (N)    111 00 03.     (W)     SCALED    
 PY0356* NAVD 88     -      2057.827  (meters)    6751.39   (feet)  ADJUSTED  
 PY0356  ___________________________________________________________________
 PY0356  GEOID HEIGHT-          -8.84  (meters)                     GEOID03
 PY0356  DYNAMIC HT  -        2056.642 (meters)    6747.50  (feet)  COMP
 PY0356  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 PY0356
 PY0356  VERT ORDER  -  FIRST     CLASS II
 PY0356
 PY0356.The horizontal coordinates were scaled from a topographic map and have
 PY0356.an estimated accuracy of +/- 6 seconds.
 PY0356
 PY0356.The orthometric height was determined by differential leveling
 PY0356.and adjusted by the National Geodetic Survey in June 1991..
 PY0356
 PY0356.The geoid height was determined by GEOID03.
 PY0356
 PY0356.The dynamic height is computed by dividing the NAVD 88
 PY0356.geopotential number by the normal gravity value computed on the
 PY0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0356.degrees latitude (g = 980.6199 gals.).
 PY0356
 PY0356.The modeled gravity was interpolated from observed gravity values.
 PY0356
 PY0356;                    North         East    Units  Estimated Accuracy
 PY0356;SPC WYWC     -   463,750.      421,470.      MT  (+/- 180 meters Scaled)
 PY0356
 PY0356                          SUPERSEDED SURVEY CONTROL
 PY0356
 PY0356  NGVD 29 (08/20/92) 2056.566  (m)         6747.25   (f) ADJUSTED    1 2
 PY0356
 PY0356.Superseded values are not recommended for survey control.
 PY0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0356.See file dsdata.txt to determine how the superseded data were derived.
 PY0356
 PY0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ999443(NAD 83)
 PY0356_MARKER: DB = BENCH MARK DISK
 PY0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0356_SP_SET: CONCRETE POST
 PY0356_STAMPING: V 158 1960
 PY0356_MARK LOGO: CGS   
 PY0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0356+STABILITY: SURFACE MOTION
 PY0356
 PY0356  HISTORY     - Date     Condition        Report By
 PY0356  HISTORY     - 1960     MONUMENTED       CGS
 PY0356  HISTORY     - 1983     GOOD             NGS
 PY0356  HISTORY     - 1987     GOOD             NGS
 PY0356
 PY0356                          STATION DESCRIPTION
 PY0356
 PY0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0356'5.05 MI E FROM WEST YELLOWSTONE.
 PY0356'ABOUT 5.05 MILES EAST ALONG THE MADISON JUNCTION-WEST ENTRANCE HIGHWAY
 PY0356'FROM THE UNION PACIFIC RAILROAD STATION AT WEST YELLOWSTONE, AT THE
 PY0356'JUNCTION WITH AN OLD HIGHWAY LEADING EASTERLY FOR 1.1 MILES ALONG THE
 PY0356'SOUTH BANK OF THE MADISON RIVER, IN THE WEST END OF A NARROW STRIP OF
 PY0356'LAND BETWEEN OLD AND NEW HIGHWAY, 55 1/2 FEET NORTHWEST OF THE CENTER
 PY0356'LINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF A CURVE IN THE
 PY0356'OLD HIGHWAY, ABOUT 4 1/2 FEET BELOW THE HIGHWAY, ABOUT LEVEL WITH THE
 PY0356'OLD HIGHWAY, IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 PY0356
 PY0356                          STATION RECOVERY (1983)
 PY0356
 PY0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0356'RECOVERED IN GOOD CONDITION.
 PY0356
 PY0356                          STATION RECOVERY (1987)
 PY0356
 PY0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0362 ***********************************************************************
 PW0362  DESIGNATION -  V 159
 PW0362  PID         -  PW0362
 PW0362  STATE/COUNTY-  WY/BIG HORN
 PW0362  USGS QUAD   -  SHELL (1993)
 PW0362
 PW0362                         *CURRENT SURVEY CONTROL
 PW0362  ___________________________________________________________________
 PW0362* NAD 83(1986)-  44 32 53.     (N)    107 45 33.     (W)     SCALED    
 PW0362* NAVD 88     -      1311.244  (meters)    4301.97   (feet)  ADJUSTED  
 PW0362  ___________________________________________________________________
 PW0362  GEOID HEIGHT-         -10.53  (meters)                     GEOID03
 PW0362  DYNAMIC HT  -        1310.715 (meters)    4300.24  (feet)  COMP
 PW0362  MODELED GRAV-     980,168.5   (mgal)                       NAVD 88
 PW0362
 PW0362  VERT ORDER  -  SECOND    CLASS 0
 PW0362
 PW0362.The horizontal coordinates were scaled from a topographic map and have
 PW0362.an estimated accuracy of +/- 6 seconds.
 PW0362
 PW0362.The orthometric height was determined by differential leveling
 PW0362.and adjusted by the National Geodetic Survey in June 1991..
 PW0362
 PW0362.The geoid height was determined by GEOID03.
 PW0362
 PW0362.The dynamic height is computed by dividing the NAVD 88
 PW0362.geopotential number by the normal gravity value computed on the
 PW0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0362.degrees latitude (g = 980.6199 gals.).
 PW0362
 PW0362.The modeled gravity was interpolated from observed gravity values.
 PW0362
 PW0362;                    North         East    Units  Estimated Accuracy
 PW0362;SPC WYEC     -   549,730.      366,160.      MT  (+/- 180 meters Scaled)
 PW0362
 PW0362                          SUPERSEDED SURVEY CONTROL
 PW0362
 PW0362  NGVD 29 (??/??/92) 1310.435  (m)         4299.32   (f) ADJ UNCH    2 0
 PW0362
 PW0362.Superseded values are not recommended for survey control.
 PW0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0362.See file dsdata.txt to determine how the superseded data were derived.
 PW0362
 PW0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK808364(NAD 83)
 PW0362_MARKER: DB = BENCH MARK DISK
 PW0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0362_SP_SET: FOUNDATION
 PW0362_STAMPING: V 159 1966
 PW0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0362
 PW0362  HISTORY     - Date     Condition        Report By
 PW0362  HISTORY     - 1966     MONUMENTED       CGS
 PW0362
 PW0362                          STATION DESCRIPTION
 PW0362
 PW0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0362'1.4 MI NE FROM SHELL.
 PW0362'1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0362'SHELL, 1 POLE EAST OF THE CROSSING OF A POWER LINE, IN THE TOP OF THE
 PW0362'NORTHEAST CORNER OF A 5- BY 5-FOOT CONCRETE FOUNDATION OF A 7-FOOT
 PW0362'DEEP IRRIGATION STRUCTURE, 25 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 PW0362'HIGHWAY, 84 FEET EAST OF THE CENTER LINE OF A DRIVEWAY SOUTH ACROSS A
 PW0362'CATTLEGUARD, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0003 ***********************************************************************
 NR0003  DESIGNATION -  V 16
 NR0003  PID         -  NR0003
 NR0003  STATE/COUNTY-  WY/NATRONA
 NR0003  USGS QUAD   -  BROOKHURST (1984)
 NR0003
 NR0003                         *CURRENT SURVEY CONTROL
 NR0003  ___________________________________________________________________
 NR0003* NAD 83(1986)-  42 52 01.     (N)    106 07 54.     (W)     SCALED    
 NR0003* NAVD 88     -      1540.605  (meters)    5054.47   (feet)  ADJUSTED  
 NR0003  ___________________________________________________________________
 NR0003  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 NR0003  DYNAMIC HT  -        1539.642 (meters)    5051.31  (feet)  COMP
 NR0003  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 NR0003
 NR0003  VERT ORDER  -  FIRST     CLASS II
 NR0003
 NR0003.The horizontal coordinates were scaled from a topographic map and have
 NR0003.an estimated accuracy of +/- 6 seconds.
 NR0003
 NR0003.The orthometric height was determined by differential leveling
 NR0003.and adjusted by the National Geodetic Survey in June 1991..
 NR0003
 NR0003.The geoid height was determined by GEOID03.
 NR0003
 NR0003.The dynamic height is computed by dividing the NAVD 88
 NR0003.geopotential number by the normal gravity value computed on the
 NR0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0003.degrees latitude (g = 980.6199 gals.).
 NR0003
 NR0003.The modeled gravity was interpolated from observed gravity values.
 NR0003
 NR0003;                    North         East    Units  Estimated Accuracy
 NR0003;SPC WYEC     -   363,570.      498,190.      MT  (+/- 180 meters Scaled)
 NR0003
 NR0003                          SUPERSEDED SURVEY CONTROL
 NR0003
 NR0003  NGVD 29 (??/??/92) 1539.727  (m)         5051.59   (f) ADJ UNCH    1 2
 NR0003
 NR0003.Superseded values are not recommended for survey control.
 NR0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0003.See file dsdata.txt to determine how the superseded data were derived.
 NR0003
 NR0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH075466(NAD 83)
 NR0003_MARKER: DB = BENCH MARK DISK
 NR0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0003_STAMPING: V 16 1934
 NR0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0003+STABILITY: SURFACE MOTION
 NR0003
 NR0003  HISTORY     - Date     Condition        Report By
 NR0003  HISTORY     - 1934     MONUMENTED       CGS
 NR0003
 NR0003                          STATION DESCRIPTION
 NR0003
 NR0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0003'IN FRY.
 NR0003'AT FRY, NATRONA COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 NR0003'RAILROAD, ABOUT 10.4 MILES EAST OF CASPER, ABOUT 175 FEET EAST OF
 NR0003'MILEPOST 192, 39.0 FEET SOUTH OF THE SOUTH RAIL, 2.3 FEET SOUTHEAST OF
 NR0003'THE NORTHEAST CORNER OF THE FENCE AROUND A SECTION FOREMANS HOUSE, AND
 NR0003'2.0 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED V 16 1934 AND
 NR0003'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0393 ***********************************************************************
 PW0393  DESIGNATION -  V 160
 PW0393  PID         -  PW0393
 PW0393  STATE/COUNTY-  WY/BIG HORN
 PW0393  USGS QUAD   -  SHELL FALLS (1993)
 PW0393
 PW0393                         *CURRENT SURVEY CONTROL
 PW0393  ___________________________________________________________________
 PW0393* NAD 83(1986)-  44 36 39.     (N)    107 31 21.     (W)     SCALED    
 PW0393* NAVD 88     -      2537.579  (meters)    8325.37   (feet)  ADJUSTED  
 PW0393  ___________________________________________________________________
 PW0393  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 PW0393  DYNAMIC HT  -        2536.164 (meters)    8320.73  (feet)  COMP
 PW0393  MODELED GRAV-     979,965.6   (mgal)                       NAVD 88
 PW0393
 PW0393  VERT ORDER  -  SECOND    CLASS 0
 PW0393
 PW0393.The horizontal coordinates were scaled from a topographic map and have
 PW0393.an estimated accuracy of +/- 6 seconds.
 PW0393
 PW0393.The orthometric height was determined by differential leveling
 PW0393.and adjusted by the National Geodetic Survey in June 1991..
 PW0393
 PW0393.The geoid height was determined by GEOID03.
 PW0393
 PW0393.The dynamic height is computed by dividing the NAVD 88
 PW0393.geopotential number by the normal gravity value computed on the
 PW0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0393.degrees latitude (g = 980.6199 gals.).
 PW0393
 PW0393.The modeled gravity was interpolated from observed gravity values.
 PW0393
 PW0393;                    North         East    Units  Estimated Accuracy
 PW0393;SPC WYEC     -   556,640.      384,990.      MT  (+/- 180 meters Scaled)
 PW0393
 PW0393                          SUPERSEDED SURVEY CONTROL
 PW0393
 PW0393  NGVD 29 (??/??/92) 2536.564  (m)         8322.04   (f) ADJ UNCH    2 0
 PW0393
 PW0393.Superseded values are not recommended for survey control.
 PW0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0393.See file dsdata.txt to determine how the superseded data were derived.
 PW0393
 PW0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK998428(NAD 83)
 PW0393_MARKER: DB = BENCH MARK DISK
 PW0393_SETTING: 66 = SET IN ROCK OUTCROP
 PW0393_SP_SET: OUTCROP
 PW0393_STAMPING: V 160 1966
 PW0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0393+STABILITY: POSITION/ELEVATION WELL
 PW0393
 PW0393  HISTORY     - Date     Condition        Report By
 PW0393  HISTORY     - 1966     MONUMENTED       CGS
 PW0393
 PW0393                          STATION DESCRIPTION
 PW0393
 PW0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0393'19.7 MI NE FROM SHELL.
 PW0393'19.7 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0393'SHELL, 0.05 MILE SOUTH OF THE CROSSING OF GRANITE CREEK, 0.25 MILE
 PW0393'SOUTH OF THE JUNCTION OF A ROAD EAST TO A SKI AREA, IN THE TOP OF A
 PW0393'10- BY 10-FOOT GREY OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET, 61 FEET
 PW0393'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 53 1/2 FEET EAST OF THE
 PW0393'NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 24-INCH PIPE
 PW0393'CULVERT, 3.4 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 6 FEET HIGHER
 PW0393'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0249 ***********************************************************************
 PW0249  DESIGNATION -  V 161
 PW0249  PID         -  PW0249
 PW0249  STATE/COUNTY-  WY/SHERIDAN
 PW0249  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0249
 PW0249                         *CURRENT SURVEY CONTROL
 PW0249  ___________________________________________________________________
 PW0249* NAD 83(1986)-  44 48 50.     (N)    107 19 57.     (W)     SCALED    
 PW0249* NAVD 88     -      1878.068  (meters)    6161.63   (feet)  ADJUSTED  
 PW0249  ___________________________________________________________________
 PW0249  GEOID HEIGHT-         -10.76  (meters)                     GEOID03
 PW0249  DYNAMIC HT  -        1877.252 (meters)    6158.95  (feet)  COMP
 PW0249  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 PW0249
 PW0249  VERT ORDER  -  SECOND    CLASS 0
 PW0249
 PW0249.The horizontal coordinates were scaled from a topographic map and have
 PW0249.an estimated accuracy of +/- 6 seconds.
 PW0249
 PW0249.The orthometric height was determined by differential leveling
 PW0249.and adjusted by the National Geodetic Survey in June 1991..
 PW0249
 PW0249.The geoid height was determined by GEOID03.
 PW0249
 PW0249.The dynamic height is computed by dividing the NAVD 88
 PW0249.geopotential number by the normal gravity value computed on the
 PW0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0249.degrees latitude (g = 980.6199 gals.).
 PW0249
 PW0249.The modeled gravity was interpolated from observed gravity values.
 PW0249
 PW0249;                    North         East    Units  Estimated Accuracy
 PW0249;SPC WYEC     -   579,180.      400,070.      MT  (+/- 180 meters Scaled)
 PW0249
 PW0249                          SUPERSEDED SURVEY CONTROL
 PW0249
 PW0249  NGVD 29 (??/??/92) 1877.246  (m)         6158.93   (f) ADJ UNCH    2 0
 PW0249
 PW0249.Superseded values are not recommended for survey control.
 PW0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0249.See file dsdata.txt to determine how the superseded data were derived.
 PW0249
 PW0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK155649(NAD 83)
 PW0249_MARKER: DB = BENCH MARK DISK
 PW0249_SETTING: 66 = SET IN ROCK OUTCROP
 PW0249_SP_SET: ROCK CUT
 PW0249_STAMPING: V 161 1966
 PW0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0249+STABILITY: POSITION/ELEVATION WELL
 PW0249
 PW0249  HISTORY     - Date     Condition        Report By
 PW0249  HISTORY     - 1966     MONUMENTED       CGS
 PW0249
 PW0249                          STATION DESCRIPTION
 PW0249
 PW0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0249'9.3 MI SW FROM DAYTON.
 PW0249'9.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0249'DAYTON, AT THE EAST END OF A SHARP CURVE, SET VERTICALLY IN THE NORTH
 PW0249'FACE OF A ROCK CUT, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 PW0249'93 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE EAST END OF A STEEL
 PW0249'CATTLEGUARD, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0086 ***********************************************************************
 OV0086  DESIGNATION -  V 163 RESET
 OV0086  PID         -  OV0086
 OV0086  STATE/COUNTY-  WY/WASHAKIE
 OV0086  USGS QUAD   -  BIG TRAILS (1976)
 OV0086
 OV0086                         *CURRENT SURVEY CONTROL
 OV0086  ___________________________________________________________________
 OV0086* NAD 83(1986)-  43 52 13.     (N)    107 21 57.     (W)     SCALED    
 OV0086* NAVD 88     -      1421.87   (+/-2cm)    4664.9    (feet)  VERTCON   
 OV0086  ___________________________________________________________________
 OV0086  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 OV0086
 OV0086  VERT ORDER  -  THIRD (See Below)
 OV0086
 OV0086.The horizontal coordinates were scaled from a topographic map and have
 OV0086.an estimated accuracy of +/- 6 seconds.
 OV0086
 OV0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0086.The vertical order pertains to the NGVD 29 superseded value.
 OV0086
 OV0086.The geoid height was determined by GEOID03.
 OV0086
 OV0086;                    North         East    Units  Estimated Accuracy
 OV0086;SPC WYEC     -   474,340.      397,390.      MT  (+/- 180 meters Scaled)
 OV0086
 OV0086                          SUPERSEDED SURVEY CONTROL
 OV0086
 OV0086  NGVD 29 (03/28/06) 1421.09   (m)         4662.4    (f) RESET       3  
 OV0086
 OV0086.Superseded values are not recommended for survey control.
 OV0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0086.See file dsdata.txt to determine how the superseded data were derived.
 OV0086
 OV0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ099601(NAD 83)
 OV0086_MARKER: DB = BENCH MARK DISK
 OV0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0086_STAMPING: V 163 RESET 1967
 OV0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0086+STABILITY: SURFACE MOTION
 OV0086
 OV0086  HISTORY     - Date     Condition        Report By
 OV0086  HISTORY     - 1967     MONUMENTED       WYHD
 OV0086  HISTORY     - 1968     GOOD             WYHD
 OV0086
 OV0086                          STATION DESCRIPTION
 OV0086
 OV0086'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1968
 OV0086'12.95 MI S FROM TEN SLEEP.
 OV0086'12.95 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0086'16 AT TEN SLEEP, AT THE SUMMIT OF A SMALL HILL, 148 FEET EAST OF THE
 OV0086'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0112 ***********************************************************************
 OV0112  DESIGNATION -  V 164
 OV0112  PID         -  OV0112
 OV0112  STATE/COUNTY-  WY/WASHAKIE
 OV0112  USGS QUAD   -  MAHOGANY BUTTE (1976)
 OV0112
 OV0112                         *CURRENT SURVEY CONTROL
 OV0112  ___________________________________________________________________
 OV0112* NAD 83(1986)-  43 39 14.     (N)    107 21 57.     (W)     SCALED    
 OV0112* NAVD 88     -      1541.543  (meters)    5057.55   (feet)  ADJUSTED  
 OV0112  ___________________________________________________________________
 OV0112  GEOID HEIGHT-         -11.35  (meters)                     GEOID03
 OV0112  DYNAMIC HT  -        1540.746 (meters)    5054.93  (feet)  COMP
 OV0112  MODELED GRAV-     980,047.7   (mgal)                       NAVD 88
 OV0112
 OV0112  VERT ORDER  -  SECOND    CLASS 0
 OV0112
 OV0112.The horizontal coordinates were scaled from a topographic map and have
 OV0112.an estimated accuracy of +/- 6 seconds.
 OV0112
 OV0112.The orthometric height was determined by differential leveling
 OV0112.and adjusted by the National Geodetic Survey in June 1991..
 OV0112
 OV0112.The geoid height was determined by GEOID03.
 OV0112
 OV0112.The dynamic height is computed by dividing the NAVD 88
 OV0112.geopotential number by the normal gravity value computed on the
 OV0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0112.degrees latitude (g = 980.6199 gals.).
 OV0112
 OV0112.The modeled gravity was interpolated from observed gravity values.
 OV0112
 OV0112;                    North         East    Units  Estimated Accuracy
 OV0112;SPC WYEC     -   450,300.      397,380.      MT  (+/- 180 meters Scaled)
 OV0112
 OV0112                          SUPERSEDED SURVEY CONTROL
 OV0112
 OV0112  NGVD 29 (??/??/92) 1540.709  (m)         5054.81   (f) ADJ UNCH    2 0
 OV0112
 OV0112.Superseded values are not recommended for survey control.
 OV0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0112.See file dsdata.txt to determine how the superseded data were derived.
 OV0112
 OV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ092361(NAD 83)
 OV0112_MARKER: DB = BENCH MARK DISK
 OV0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0112_STAMPING: V 164 1966
 OV0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0112+STABILITY: SURFACE MOTION
 OV0112
 OV0112  HISTORY     - Date     Condition        Report By
 OV0112  HISTORY     - 1966     MONUMENTED       CGS
 OV0112
 OV0112                          STATION DESCRIPTION
 OV0112
 OV0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0112'33.25 MI S FROM TEN SLEEP.
 OV0112'33.25 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0112'16 AT TEN SLEEP, AT THE CROSSING OF A POWER LINE, 36 FEET NORTHEAST OF
 OV0112'THE CENTER LINE OF THE ROAD, 126 FEET SOUTHEAST OF A POWER POLE, 2.0
 OV0112'FEET SOUTHWEST OF A FENCE, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT
 OV0112'4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 OV0112'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0149 ***********************************************************************
 OV0149  DESIGNATION -  V 165
 OV0149  PID         -  OV0149
 OV0149  STATE/COUNTY-  WY/FREMONT
 OV0149  USGS QUAD   -  LYSITE (1952)
 OV0149
 OV0149                         *CURRENT SURVEY CONTROL
 OV0149  ___________________________________________________________________
 OV0149* NAD 83(1986)-  43 17 22.     (N)    107 43 16.     (W)     SCALED    
 OV0149* NAVD 88     -      1592.637  (meters)    5225.18   (feet)  ADJUSTED  
 OV0149  ___________________________________________________________________
 OV0149  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 OV0149  DYNAMIC HT  -        1591.606 (meters)    5221.79  (feet)  COMP
 OV0149  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 OV0149
 OV0149  VERT ORDER  -  SECOND    CLASS 0
 OV0149
 OV0149.The horizontal coordinates were scaled from a topographic map and have
 OV0149.an estimated accuracy of +/- 6 seconds.
 OV0149
 OV0149.The orthometric height was determined by differential leveling
 OV0149.and adjusted by the National Geodetic Survey in June 1991..
 OV0149
 OV0149.The geoid height was determined by GEOID03.
 OV0149
 OV0149.The dynamic height is computed by dividing the NAVD 88
 OV0149.geopotential number by the normal gravity value computed on the
 OV0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0149.degrees latitude (g = 980.6199 gals.).
 OV0149
 OV0149.The modeled gravity was interpolated from observed gravity values.
 OV0149
 OV0149;                    North         East    Units  Estimated Accuracy
 OV0149;SPC WYWC     -   310,320.      683,500.      MT  (+/- 180 meters Scaled)
 OV0149
 OV0149                          SUPERSEDED SURVEY CONTROL
 OV0149
 OV0149  NGVD 29 (??/??/92) 1591.625  (m)         5221.86   (f) ADJ UNCH    2 0
 OV0149
 OV0149.Superseded values are not recommended for survey control.
 OV0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0149.See file dsdata.txt to determine how the superseded data were derived.
 OV0149
 OV0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH792965(NAD 83)
 OV0149_MARKER: DB = BENCH MARK DISK
 OV0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0149_SP_SET: PIER
 OV0149_STAMPING: V 165 1966
 OV0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0149
 OV0149  HISTORY     - Date     Condition        Report By
 OV0149  HISTORY     - 1966     MONUMENTED       CGS
 OV0149
 OV0149                          STATION DESCRIPTION
 OV0149
 OV0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0149'2.2 MI NW FROM LYSITE.
 OV0149'2.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0149'FROM THE STATION AT LYSITE, IN THE TOP AND 1.2 FEET SOUTHWEST OF THE
 OV0149'NORTHEAST END OF THE SOUTHEAST CONCRETE PIER OF A LONG BRIDGE NO.
 OV0149'285.67 OVER A CREEK, 6.0 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 OV0149'ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0395 ***********************************************************************
 MO0395  DESIGNATION -  V 166
 MO0395  PID         -  MO0395
 MO0395  STATE/COUNTY-  WY/ALBANY
 MO0395  USGS QUAD   -  GUIDE ROCK (1981)
 MO0395
 MO0395                         *CURRENT SURVEY CONTROL
 MO0395  ___________________________________________________________________
 MO0395* NAD 83(1986)-  41 45 24.     (N)    105 23 34.     (W)     SCALED    
 MO0395* NAVD 88     -      1886.355  (meters)    6188.82   (feet)  ADJUSTED  
 MO0395  ___________________________________________________________________
 MO0395  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 MO0395  DYNAMIC HT  -        1884.919 (meters)    6184.11  (feet)  COMP
 MO0395  MODELED GRAV-     979,793.7   (mgal)                       NAVD 88
 MO0395
 MO0395  VERT ORDER  -  SECOND    CLASS 0
 MO0395
 MO0395.The horizontal coordinates were scaled from a topographic map and have
 MO0395.an estimated accuracy of +/- 6 seconds.
 MO0395
 MO0395.The orthometric height was determined by differential leveling
 MO0395.and adjusted by the National Geodetic Survey in June 1991..
 MO0395
 MO0395.The geoid height was determined by GEOID03.
 MO0395
 MO0395.The dynamic height is computed by dividing the NAVD 88
 MO0395.geopotential number by the normal gravity value computed on the
 MO0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0395.degrees latitude (g = 980.6199 gals.).
 MO0395
 MO0395.The modeled gravity was interpolated from observed gravity values.
 MO0395
 MO0395;                    North         East    Units  Estimated Accuracy
 MO0395;SPC WY E     -   139,580.      181,200.      MT  (+/- 180 meters Scaled)
 MO0395
 MO0395                          SUPERSEDED SURVEY CONTROL
 MO0395
 MO0395  NGVD 29 (??/??/92) 1885.432  (m)         6185.79   (f) ADJ UNCH    2 0
 MO0395
 MO0395.Superseded values are not recommended for survey control.
 MO0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0395.See file dsdata.txt to determine how the superseded data were derived.
 MO0395
 MO0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG673228(NAD 83)
 MO0395_MARKER: DB = BENCH MARK DISK
 MO0395_SETTING: 66 = SET IN ROCK OUTCROP
 MO0395_SP_SET: 6X8 FT OUTCROP
 MO0395_STAMPING: V 166 1966
 MO0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0395+STABILITY: POSITION/ELEVATION WELL
 MO0395
 MO0395  HISTORY     - Date     Condition        Report By
 MO0395  HISTORY     - 1966     MONUMENTED       CGS
 MO0395
 MO0395                          STATION DESCRIPTION
 MO0395
 MO0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0395'35.9 MI SW FROM WHEATLAND.
 MO0395'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0395'WHEATLAND, THENCE 29.2 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0395'IN THE TOP OF A 6- BY 8-FOOT OUTCROP PROJECTING ABOUT 3 FEET,
 MO0395'29 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET
 MO0395'WEST AND ACROSS THE HIGHWAY FROM A 45MPH SIGN, 4.5 FEET NORTHEAST
 MO0395'OF A WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0742 ***********************************************************************
 MO0742  DESIGNATION -  V 167
 MO0742  PID         -  MO0742
 MO0742  STATE/COUNTY-  WY/ALBANY
 MO0742  USGS QUAD   -  SYBILLE SPRINGS (1981)
 MO0742
 MO0742                         *CURRENT SURVEY CONTROL
 MO0742  ___________________________________________________________________
 MO0742* NAD 83(1986)-  41 38 25.     (N)    105 33 12.     (W)     SCALED    
 MO0742* NAVD 88     -      2228.347  (meters)    7310.84   (feet)  ADJUSTED  
 MO0742  ___________________________________________________________________
 MO0742  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 MO0742  DYNAMIC HT  -        2226.514 (meters)    7304.82  (feet)  COMP
 MO0742  MODELED GRAV-     979,718.9   (mgal)                       NAVD 88
 MO0742
 MO0742  VERT ORDER  -  SECOND    CLASS 0
 MO0742
 MO0742.The horizontal coordinates were scaled from a topographic map and have
 MO0742.an estimated accuracy of +/- 6 seconds.
 MO0742
 MO0742.The orthometric height was determined by differential leveling
 MO0742.and adjusted by the National Geodetic Survey in June 1991..
 MO0742
 MO0742.The geoid height was determined by GEOID03.
 MO0742
 MO0742.The dynamic height is computed by dividing the NAVD 88
 MO0742.geopotential number by the normal gravity value computed on the
 MO0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0742.degrees latitude (g = 980.6199 gals.).
 MO0742
 MO0742.The modeled gravity was interpolated from observed gravity values.
 MO0742
 MO0742;                    North         East    Units  Estimated Accuracy
 MO0742;SPC WY E     -   126,700.      167,790.      MT  (+/- 180 meters Scaled)
 MO0742
 MO0742                          SUPERSEDED SURVEY CONTROL
 MO0742
 MO0742  NGVD 29 (??/??/92) 2227.324  (m)         7307.48   (f) ADJ UNCH    2 0
 MO0742
 MO0742.Superseded values are not recommended for survey control.
 MO0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0742.See file dsdata.txt to determine how the superseded data were derived.
 MO0742
 MO0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG539099(NAD 83)
 MO0742_MARKER: DB = BENCH MARK DISK
 MO0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0742_STAMPING: V 167 1966
 MO0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0742+STABILITY: SURFACE MOTION
 MO0742
 MO0742  HISTORY     - Date     Condition        Report By
 MO0742  HISTORY     - 1966     MONUMENTED       CGS
 MO0742
 MO0742                          STATION DESCRIPTION
 MO0742
 MO0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0742'10.8 MI NE FROM BOSLER.
 MO0742'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0742'BOSLER, THENCE 8.8 MILES NORTHEAST ALONG STATE HIGHWAY 34, 0.3
 MO0742'MILE SOUTHWEST OF THE CROSSING OF A POWER LINE AND AN ABANDONED
 MO0742'BARN, 97 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.4
 MO0742'FEET SOUTHEAST OF BENCH MARK 7307 (WSHD), 1.0 FOOT SOUTHEAST OF A
 MO0742'FENCE, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER
 MO0742'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MO0742'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0208 ***********************************************************************
 MR0208  DESIGNATION -  V 168
 MR0208  PID         -  MR0208
 MR0208  STATE/COUNTY-  WY/LINCOLN
 MR0208  USGS QUAD   -  NUGGET (1985)
 MR0208
 MR0208                         *CURRENT SURVEY CONTROL
 MR0208  ___________________________________________________________________
 MR0208* NAD 83(1986)-  41 49 10.     (N)    110 46 23.     (W)     SCALED    
 MR0208* NAVD 88     -      2012.648  (meters)    6603.16   (feet)  ADJUSTED  
 MR0208  ___________________________________________________________________
 MR0208  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 MR0208  DYNAMIC HT  -        2010.944 (meters)    6597.57  (feet)  COMP
 MR0208  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 MR0208
 MR0208  VERT ORDER  -  SECOND    CLASS 0
 MR0208
 MR0208.The horizontal coordinates were scaled from a topographic map and have
 MR0208.an estimated accuracy of +/- 6 seconds.
 MR0208
 MR0208.The orthometric height was determined by differential leveling
 MR0208.and adjusted by the National Geodetic Survey in June 1991..
 MR0208
 MR0208.The geoid height was determined by GEOID03.
 MR0208
 MR0208.The dynamic height is computed by dividing the NAVD 88
 MR0208.geopotential number by the normal gravity value computed on the
 MR0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0208.degrees latitude (g = 980.6199 gals.).
 MR0208
 MR0208.The modeled gravity was interpolated from observed gravity values.
 MR0208
 MR0208;                    North         East    Units  Estimated Accuracy
 MR0208;SPC WY W     -   246,750.      742,700.      MT  (+/- 180 meters Scaled)
 MR0208
 MR0208                          SUPERSEDED SURVEY CONTROL
 MR0208
 MR0208  NGVD 29 (??/??/92) 2011.288  (m)         6598.70   (f) ADJ UNCH    2 0
 MR0208
 MR0208.Superseded values are not recommended for survey control.
 MR0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0208.See file dsdata.txt to determine how the superseded data were derived.
 MR0208
 MR0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM188297(NAD 83)
 MR0208_MARKER: DB = BENCH MARK DISK
 MR0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0208_STAMPING: V 168 1966
 MR0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0208+STABILITY: SURFACE MOTION
 MR0208
 MR0208  HISTORY     - Date     Condition        Report By
 MR0208  HISTORY     - 1966     MONUMENTED       CGS
 MR0208
 MR0208                          STATION DESCRIPTION
 MR0208
 MR0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0208'13.0 MI W FROM KEMMERER.
 MR0208'13.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MR0208'KEMMERER, 3 POLES EAST OF MILEPOLE 53, AT NUGGET SIDING, 37.2 FEET
 MR0208'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 84 FEET WEST OF THE CENTER
 MR0208'OF THE NORTH END OF PIPE CULVERT 52.89, 48.5 FEET EAST OF THE EAST
 MR0208'FENCE OF A STOCK PEN, 175.6 FEET NORTHEAST AND ACROSS THE TRACK FROM
 MR0208'NUGGET SIDING SIGN, 2 FEET EAST OF THE THIRD POLE EAST OF THE
 MR0208'MILEPOLE, 2.5 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 MR0208'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 MR0208'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0240 ***********************************************************************
 MQ0240  DESIGNATION -  V 17
 MQ0240  PID         -  MQ0240
 MQ0240  STATE/COUNTY-  WY/SWEETWATER
 MQ0240  USGS QUAD   -  WHALEN BUTTE (1996)
 MQ0240
 MQ0240                         *CURRENT SURVEY CONTROL
 MQ0240  ___________________________________________________________________
 MQ0240* NAD 83(1993)-  41 27 11.07872(N)    109 29 55.98061(W)     ADJUSTED  
 MQ0240* NAVD 88     -      2185.926  (meters)    7171.66   (feet)  ADJUSTED  
 MQ0240  ___________________________________________________________________
 MQ0240  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 MQ0240  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 MQ0240  DYNAMIC HT  -        2183.979 (meters)    7165.27  (feet)  COMP
 MQ0240  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 MQ0240
 MQ0240  HORZ ORDER  -  SECOND
 MQ0240  VERT ORDER  -  FIRST     CLASS II
 MQ0240
 MQ0240.The horizontal coordinates were established by classical geodetic methods
 MQ0240.and adjusted by the National Geodetic Survey in January 1997..
 MQ0240
 MQ0240.The orthometric height was determined by differential leveling
 MQ0240.and adjusted by the National Geodetic Survey in June 1991..
 MQ0240.WARNING-Repeat measurements at this control monument indicate possible
 MQ0240.vertical movement.
 MQ0240
 MQ0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0240
 MQ0240.The geoid height was determined by GEOID03.
 MQ0240
 MQ0240.The dynamic height is computed by dividing the NAVD 88
 MQ0240.geopotential number by the normal gravity value computed on the
 MQ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0240.degrees latitude (g = 980.6199 gals.).
 MQ0240
 MQ0240.The modeled gravity was interpolated from observed gravity values.
 MQ0240
 MQ0240;                    North         East     Units Scale Factor Converg.
 MQ0240;SPC WYWC     -   106,106.639   537,429.670   MT  0.99998566   -0 29 44.8
 MQ0240;UTM  12      - 4,590,142.375   625,379.534   MT  0.99979346   +0 59 38.0
 MQ0240
 MQ0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0240!SPC WYWC     -   0.99965957  x   0.99998566  =   0.99964524
 MQ0240!UTM  12      -   0.99965957  x   0.99979346  =   0.99945310
 MQ0240
 MQ0240                          SUPERSEDED SURVEY CONTROL
 MQ0240
 MQ0240  NAD 83(1986)-  41 27 11.07133(N)    109 29 55.97258(W) AD(       ) 2
 MQ0240  NAD 27      -  41 27 11.19680(N)    109 29 53.48230(W) AD(       ) 2
 MQ0240  NGVD 29 (??/??/92) 2184.570  (m)         7167.21   (f) ADJ UNCH    1 2
 MQ0240
 MQ0240.Superseded values are not recommended for survey control.
 MQ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0240.See file dsdata.txt to determine how the superseded data were derived.
 MQ0240
 MQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL2538090142(NAD 83)
 MQ0240_MARKER: DB = BENCH MARK DISK
 MQ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0240_STAMPING: V 17 1933 7167.210
 MQ0240_MARK LOGO: CGS   
 MQ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0240+STABILITY: SURFACE MOTION
 MQ0240
 MQ0240  HISTORY     - Date     Condition        Report By
 MQ0240  HISTORY     - 1962     MONUMENTED       CGS
 MQ0240  HISTORY     - 1974     GOOD             NGS
 MQ0240  HISTORY     - 1984     GOOD             NGS
 MQ0240
 MQ0240                          STATION DESCRIPTION
 MQ0240
 MQ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0240'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF GREEN RIVER, 17
 MQ0240'MILES SOUTHWEST OF ROCK SPRINGS, 20 MILES EAST-SOUTHEAST OF
 MQ0240'LITTLE AMERICA, ON THE HIGHEST POINT OF A BRUSH COVERED RIDGE
 MQ0240'WHICH IS THE HIGHEST RIDGE IN THE IMMEDIATE VICINITY.
 MQ0240'
 MQ0240'BENCH MARK V 17 IS A STANDARD DISK, STAMPED 7167 210 V 17 1933,
 MQ0240'SET IN THE TOP OF A 10 BY 10 INCH CONCRETE POST PROJECTING 10
 MQ0240'INCHES.  IT IS 67.8 FEET NORTHWEST OF THE CENTERLINE OF THE
 MQ0240'TRACK ROAD.
 MQ0240
 MQ0240                          STATION RECOVERY (1974)
 MQ0240
 MQ0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 MQ0240'5.0 MI S FROM GREEN RIVER.
 MQ0240'TO REACH FROM THE POST OFFICE IN GREEN RIVER, GO WEST ON U.S. HIGHWAY
 MQ0240'30 FOR 0.25 MILE TO STATE HIGHWAY 530.  TURN LEFT, GO SOUTH ALONG
 MQ0240'STATE HIGHWAY 530 FOR 5.0 MILES TO A MICROWAVE TOWER AND BUILDING ON
 MQ0240'THE LEFT, CONTINUE SOUTHERLY ON HIGHWAY 7.3 MILES TO A REVERSE FORK,
 MQ0240'TURN LEFT NORTHEAST FOR 0.2 MILE TO FORK, KEEP LEFT EASTERLY 0.05 MILE
 MQ0240'TO FENCELINE.  (WIRE CAN BE LOWERED) PASS THROUGH, CONTINUE EASTERLY
 MQ0240'UPHILL ON DIM TRACK ROAD 0.1 MILE AND THE MARK ON THE NORTH SIDE OF
 MQ0240'THE ROAD.  THE DISK IS SET IN THE TOP OF A 8X8-INCH SQUARE CONCRETE
 MQ0240'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 44.0 FEET SOUTH OF THE SOUTH
 MQ0240'EDGE OF A DIRT AIRSTRIP, 64.0 FEET NORTH OF CENTER OF THE TRACK ROAD,
 MQ0240'AND 1.6 FEET WEST OF A WITNESS POST.
 MQ0240
 MQ0240                          STATION RECOVERY (1984)
 MQ0240
 MQ0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0240'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.6 KM
 MQ0240'(5.95 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS JUNCTION WITH
 MQ0240'U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80 IN GREEN
 MQ0240'RIVER, 264.6 M (868.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 MQ0240'120.5 M (395.2 FT) SOUTH OF TRIANGULATION STATION RIDGE, 97.5 M
 MQ0240'(319.9 FT) SOUTHEAST OF A FENCE, 43.0 M (141.1 FT) EAST OF THE SOUTH
 MQ0240'CORNER OF A LANDING STRIP, AND 33.0 M (108.3 FT) SOUTHEAST OF THE
 MQ0240'CENTER OF THE LANDING STRIP.
 MQ0240'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST
 MQ0240'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0050 ***********************************************************************
 OV0050  DESIGNATION -  V 18
 OV0050  PID         -  OV0050
 OV0050  STATE/COUNTY-  WY/NATRONA
 OV0050  USGS QUAD   -  NATRONA (1968)
 OV0050
 OV0050                         *CURRENT SURVEY CONTROL
 OV0050  ___________________________________________________________________
 OV0050* NAD 83(1986)-  43 01 49.     (N)    106 48 46.     (W)     SCALED    
 OV0050* NAVD 88     -      1709.729  (meters)    5609.34   (feet)  POSTED    
 OV0050  ___________________________________________________________________
 OV0050  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OV0050  DYNAMIC HT  -        1708.630 (meters)    5605.73  (feet)  COMP
 OV0050  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 OV0050
 OV0050  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0050
 OV0050.The horizontal coordinates were scaled from a topographic map and have
 OV0050.an estimated accuracy of +/- 6 seconds.
 OV0050
 OV0050.The orthometric height was determined by differential leveling
 OV0050.and adjusted by the National Geodetic Survey in 1992..
 OV0050.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0050.rate of 0.0 thru 1.0 mm/km.
 OV0050
 OV0050.The geoid height was determined by GEOID03.
 OV0050
 OV0050.The dynamic height is computed by dividing the NAVD 88
 OV0050.geopotential number by the normal gravity value computed on the
 OV0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0050.degrees latitude (g = 980.6199 gals.).
 OV0050
 OV0050.The modeled gravity was interpolated from observed gravity values.
 OV0050
 OV0050;                    North         East    Units  Estimated Accuracy
 OV0050;SPC WYEC     -   381,150.      442,420.      MT  (+/- 180 meters Scaled)
 OV0050
 OV0050                          SUPERSEDED SURVEY CONTROL
 OV0050
 OV0050  NGVD 29 (??/??/92) 1708.690  (m)         5605.93   (f) ADJ UNCH    1 2
 OV0050
 OV0050.Superseded values are not recommended for survey control.
 OV0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0050.See file dsdata.txt to determine how the superseded data were derived.
 OV0050
 OV0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH523657(NAD 83)
 OV0050_MARKER: DB = BENCH MARK DISK
 OV0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0050_STAMPING: V 18 1934
 OV0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0050+STABILITY: SURFACE MOTION
 OV0050
 OV0050  HISTORY     - Date     Condition        Report By
 OV0050  HISTORY     - 1934     MONUMENTED       CGS
 OV0050  HISTORY     - 1982     MARK NOT FOUND   NGS
 OV0050
 OV0050                          STATION DESCRIPTION
 OV0050
 OV0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0050'7.9 MI E FROM POWDER RIVER.
 OV0050'ABOUT 7.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0050'FROM THE STATION AT POWDER RIVER, NATRONA COUNTY, ABOUT 1,895 FEET
 OV0050'EAST OF CHICAGO, BURLINGTON AND QUINCY RAILROAD MILEPOST 234, ABOUT
 OV0050'249 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE STATION AT NATRONA
 OV0050'ON THE CHICAGO AND NORTH WESTERN RAILWAY, OPPOSITE THE MAIL CRANE AT
 OV0050'THE STATION, 101 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF THE
 OV0050'CHICAGO AND NORTH WESTERN RAILWAY, 69.0 FEET SOUTH OF THE SOUTH RAIL
 OV0050'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 3.5 FEET NORTH OF THE
 OV0050'RIGHT-OF-WAY FENCE, AND ABOUT 4.0 FEET LOWER THAN THE TRACK. A
 OV0050'STANDARD DISK, STAMPED V 18 1934 AND SET IN THE TOP OF A CONCRETE
 OV0050'POST.
 OV0050
 OV0050                          STATION RECOVERY (1982)
 OV0050
 OV0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OV0050'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0084 ***********************************************************************
 NS0084  DESIGNATION -  V 19
 NS0084  PID         -  NS0084
 NS0084  STATE/COUNTY-  WY/SWEETWATER
 NS0084  USGS QUAD   -  EDEN RESERVOIR EAST (1977)
 NS0084
 NS0084                         *CURRENT SURVEY CONTROL
 NS0084  ___________________________________________________________________
 NS0084* NAD 83(1986)-  42 08 23.     (N)    109 20 12.     (W)     SCALED    
 NS0084* NAVD 88     -      2039.077  (meters)    6689.87   (feet)  ADJUSTED  
 NS0084  ___________________________________________________________________
 NS0084  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 NS0084  DYNAMIC HT  -        2037.364 (meters)    6684.25  (feet)  COMP
 NS0084  MODELED GRAV-     979,709.6   (mgal)                       NAVD 88
 NS0084
 NS0084  VERT ORDER  -  FIRST     CLASS II
 NS0084
 NS0084.The horizontal coordinates were scaled from a topographic map and have
 NS0084.an estimated accuracy of +/- 6 seconds.
 NS0084
 NS0084.The orthometric height was determined by differential leveling
 NS0084.and adjusted by the National Geodetic Survey in June 1991..
 NS0084
 NS0084.The geoid height was determined by GEOID03.
 NS0084
 NS0084.The dynamic height is computed by dividing the NAVD 88
 NS0084.geopotential number by the normal gravity value computed on the
 NS0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0084.degrees latitude (g = 980.6199 gals.).
 NS0084
 NS0084.The modeled gravity was interpolated from observed gravity values.
 NS0084
 NS0084;                    North         East    Units  Estimated Accuracy
 NS0084;SPC WYWC     -   182,260.      551,500.      MT  (+/- 180 meters Scaled)
 NS0084
 NS0084                          SUPERSEDED SURVEY CONTROL
 NS0084
 NS0084  NGVD 29 (??/??/92) 2037.799  (m)         6685.68   (f) ADJ UNCH    1 2
 NS0084
 NS0084.Superseded values are not recommended for survey control.
 NS0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0084.See file dsdata.txt to determine how the superseded data were derived.
 NS0084
 NS0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM374666(NAD 83)
 NS0084_MARKER: DB = BENCH MARK DISK
 NS0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0084_STAMPING: 6685.364 V 19 1933
 NS0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0084+STABILITY: SURFACE MOTION
 NS0084
 NS0084  HISTORY     - Date     Condition        Report By
 NS0084  HISTORY     - 1933     MONUMENTED       CGS
 NS0084  HISTORY     - 1969     GOOD             NGS
 NS0084
 NS0084                          STATION DESCRIPTION
 NS0084
 NS0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0084'8.3 MI NE FROM FARSON.
 NS0084'8.3 MILES NORTHEAST ALONG THE ROAD TO SOUTH PASS CITY FROM FARSON,
 NS0084'SWEETWATER COUNTY, 0.2 MILE SOUTHEAST OF TWO PROMINENT KNOLLS, NORTH
 NS0084'OF A CURVE, AND 57 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD.  A
 NS0084'STANDARD DISK, STAMPED 6685.364 V 19 1933 AND SET IN THE TOP OF A
 NS0084'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NS0084
 NS0084                          STATION RECOVERY (1969)
 NS0084
 NS0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NS0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0363 ***********************************************************************
 MP0363  DESIGNATION -  V 2
 MP0363  PID         -  MP0363
 MP0363  STATE/COUNTY-  WY/SWEETWATER
 MP0363  USGS QUAD   -  CRESTON JUNCTION (1981)
 MP0363
 MP0363                         *CURRENT SURVEY CONTROL
 MP0363  ___________________________________________________________________
 MP0363* NAD 83(1986)-  41 43 10.     (N)    107 42 09.     (W)     SCALED    
 MP0363* NAVD 88     -      2128.240  (meters)    6982.40   (feet)  POSTED    
 MP0363  ___________________________________________________________________
 MP0363  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 MP0363  DYNAMIC HT  -        2126.330 (meters)    6976.13  (feet)  COMP
 MP0363  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 MP0363
 MP0363  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 MP0363
 MP0363.The horizontal coordinates were scaled from a topographic map and have
 MP0363.an estimated accuracy of +/- 6 seconds.
 MP0363
 MP0363.The orthometric height was determined by differential leveling
 MP0363.and adjusted by the National Geodetic Survey in 1992..
 MP0363.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 MP0363.rate of 2.1 thru 3.0 mm/km.
 MP0363
 MP0363.The geoid height was determined by GEOID03.
 MP0363
 MP0363.The dynamic height is computed by dividing the NAVD 88
 MP0363.geopotential number by the normal gravity value computed on the
 MP0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0363.degrees latitude (g = 980.6199 gals.).
 MP0363
 MP0363.The modeled gravity was interpolated from observed gravity values.
 MP0363
 MP0363;                    North         East    Units  Estimated Accuracy
 MP0363;SPC WYWC     -   135,950.      687,160.      MT  (+/- 180 meters Scaled)
 MP0363
 MP0363                          SUPERSEDED SURVEY CONTROL
 MP0363
 MP0363.No superseded survey control is available for this station.
 MP0363
 MP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG751221(NAD 83)
 MP0363_MARKER: Z = SEE DESCRIPTION
 MP0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0363_SP_SET: LIMESTONE POST
 MP0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0363
 MP0363  HISTORY     - Date     Condition        Report By
 MP0363  HISTORY     - UNK      MONUMENTED       CGS
 MP0363  HISTORY     - 1956     MARK NOT FOUND   NGS
 MP0363
 MP0363                          STATION DESCRIPTION
 MP0363
 MP0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0363'IN CHEROKEE.
 MP0363'AT FILLMORE, ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RAILROAD, 3
 MP0363'RAILS EAST OF THE STATION SIGN, 9 RAILS WEST OF THE FIRST SWITCHSTAND
 MP0363'EAST OF THE STATION SIGN, AT THE WEST END OF A SMALL CUT, 43 FEET
 MP0363'SOUTH OF THE CENTER LINE OF THE MAIN TRACK, 7 FEET NORTH OF THE
 MP0363'RIGHT-OF-WAY FENCE, AND IN LINE WITH A ROW OF POLES.  THE BOTTOM OF A
 MP0363'SQUARE HOLE, SURROUNDED BY THE LETTERS USBM IN THE TOP OF A LIMESTONE
 MP0363'POST.  NOTE-- A RECENT RAILWAY GUIDE SHOWS THAT THE STATION BETWEEN
 MP0363'RINER AND CRESTON IS NOW CHEROKEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0046 ***********************************************************************
 NS0046  DESIGNATION -  V 20
 NS0046  PID         -  NS0046
 NS0046  STATE/COUNTY-  WY/FREMONT
 NS0046  USGS QUAD   -  WOLF POINT (1991)
 NS0046
 NS0046                         *CURRENT SURVEY CONTROL
 NS0046  ___________________________________________________________________
 NS0046* NAD 83(1986)-  42 38 17.     (N)    108 37 55.     (W)     SCALED    
 NS0046* NAVD 88     -      1815.255  (meters)    5955.55   (feet)  ADJUSTED  
 NS0046  ___________________________________________________________________
 NS0046  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 NS0046  DYNAMIC HT  -        1813.991 (meters)    5951.40  (feet)  COMP
 NS0046  MODELED GRAV-     979,860.1   (mgal)                       NAVD 88
 NS0046
 NS0046  VERT ORDER  -  FIRST     CLASS II
 NS0046
 NS0046.The horizontal coordinates were scaled from a topographic map and have
 NS0046.an estimated accuracy of +/- 6 seconds.
 NS0046
 NS0046.The orthometric height was determined by differential leveling
 NS0046.and adjusted by the National Geodetic Survey in June 1991..
 NS0046
 NS0046.The geoid height was determined by GEOID03.
 NS0046
 NS0046.The dynamic height is computed by dividing the NAVD 88
 NS0046.geopotential number by the normal gravity value computed on the
 NS0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0046.degrees latitude (g = 980.6199 gals.).
 NS0046
 NS0046.The modeled gravity was interpolated from observed gravity values.
 NS0046
 NS0046;                    North         East    Units  Estimated Accuracy
 NS0046;SPC WYWC     -   237,460.      609,680.      MT  (+/- 180 meters Scaled)
 NS0046
 NS0046                          SUPERSEDED SURVEY CONTROL
 NS0046
 NS0046  NGVD 29 (??/??/92) 1814.204  (m)         5952.10   (f) ADJ UNCH    1 2
 NS0046
 NS0046.Superseded values are not recommended for survey control.
 NS0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0046.See file dsdata.txt to determine how the superseded data were derived.
 NS0046
 NS0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN941233(NAD 83)
 NS0046_MARKER: DB = BENCH MARK DISK
 NS0046_SETTING: 66 = SET IN ROCK OUTCROP
 NS0046_SP_SET: ROCK LEDGE
 NS0046_STAMPING: 5951.668 V 20 1933
 NS0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0046+STABILITY: POSITION/ELEVATION WELL
 NS0046
 NS0046  HISTORY     - Date     Condition        Report By
 NS0046  HISTORY     - 1933     MONUMENTED       CGS
 NS0046
 NS0046                          STATION DESCRIPTION
 NS0046
 NS0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0046'9.4 MI SE FROM LANDER.
 NS0046'9.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM LANDER, FREMONT
 NS0046'COUNTY, THENCE 8.3 MILES SOUTHWEST ALONG THE ROAD LEADING TO ATLANTIC
 NS0046'CITY.  62 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, IN THE FACE
 NS0046'OF A PROMINENT ROCK LEDGE, AND 20 FEET HIGHER THAN THE ROAD.  A
 NS0046'STANDARD DISK, STAMPED 5951.668 V 20 1933 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0057 ***********************************************************************
 OW0057  DESIGNATION -  V 21
 OW0057  PID         -  OW0057
 OW0057  STATE/COUNTY-  WY/FREMONT
 OW0057  USGS QUAD   -  RIVERTON EAST (1978)
 OW0057
 OW0057                         *CURRENT SURVEY CONTROL
 OW0057  ___________________________________________________________________
 OW0057* NAD 83(1986)-  43 06 28.     (N)    108 20 37.     (W)     SCALED    
 OW0057* NAVD 88     -      1514.760  (meters)    4969.68   (feet)  ADJUSTED  
 OW0057  ___________________________________________________________________
 OW0057  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OW0057  DYNAMIC HT  -        1513.770 (meters)    4966.43  (feet)  COMP
 OW0057  MODELED GRAV-     979,914.6   (mgal)                       NAVD 88
 OW0057
 OW0057  VERT ORDER  -  FIRST     CLASS II
 OW0057
 OW0057.The horizontal coordinates were scaled from a topographic map and have
 OW0057.an estimated accuracy of +/- 6 seconds.
 OW0057
 OW0057.The orthometric height was determined by differential leveling
 OW0057.and adjusted by the National Geodetic Survey in June 1991..
 OW0057
 OW0057.The geoid height was determined by GEOID03.
 OW0057
 OW0057.The dynamic height is computed by dividing the NAVD 88
 OW0057.geopotential number by the normal gravity value computed on the
 OW0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0057.degrees latitude (g = 980.6199 gals.).
 OW0057
 OW0057.The modeled gravity was interpolated from observed gravity values.
 OW0057
 OW0057;                    North         East    Units  Estimated Accuracy
 OW0057;SPC WYWC     -   289,710.      633,080.      MT  (+/- 180 meters Scaled)
 OW0057
 OW0057                          SUPERSEDED SURVEY CONTROL
 OW0057
 OW0057  NGVD 29 (??/??/92) 1513.776  (m)         4966.45   (f) ADJ UNCH    1 2
 OW0057
 OW0057.Superseded values are not recommended for survey control.
 OW0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0057.See file dsdata.txt to determine how the superseded data were derived.
 OW0057
 OW0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN161762(NAD 83)
 OW0057_MARKER: DB = BENCH MARK DISK
 OW0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0057_STAMPING: 4965.909 V 21 1933
 OW0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0057+STABILITY: SURFACE MOTION
 OW0057
 OW0057  HISTORY     - Date     Condition        Report By
 OW0057  HISTORY     - 1933     MONUMENTED       CGS
 OW0057  HISTORY     - 1943     MARK NOT FOUND   NGS
 OW0057
 OW0057                          STATION DESCRIPTION
 OW0057
 OW0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0057'7.9 MI NE FROM RIVERTON.
 OW0057'7.9 MILES NORTHEAST ALONG STATE HIGHWAY 320 FROM RIVERTON, FREMONT
 OW0057'COUNTY, 0.4 MILE NORTHEAST OF SMITH CREEK, 800 FEET SOUTH OF A
 OW0057'CULVERT, 53 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND AT A
 OW0057'WIRE GATE.  A STANDARD DISK, STAMPED 4965.909 V 21 1933 AND SET IN THE
 OW0057'TOP OF A CONCRETE POST.  NOTE-- REPORTED THAT IT HAS BEEN DESTROYED OR
 OW0057'COVERED WITH DIRT DURING THE DIGGING OF AN IRRIGATION DITCH.
 OW0057
 OW0057                          STATION RECOVERY (1943)
 OW0057
 OW0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 OW0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0011 ***********************************************************************
 PX0011  DESIGNATION -  V 24
 PX0011  PID         -  PX0011
 PX0011  STATE/COUNTY-  WY/BIG HORN
 PX0011  USGS QUAD   -  SHEEP CANYON (1966)
 PX0011
 PX0011                         *CURRENT SURVEY CONTROL
 PX0011  ___________________________________________________________________
 PX0011* NAD 83(1993)-  44 35 08.21057(N)    108 11 06.54931(W)     ADJUSTED  
 PX0011* NAVD 88     -      1238.753  (meters)    4064.14   (feet)  ADJUSTED  
 PX0011  ___________________________________________________________________
 PX0011  LAPLACE CORR-           8.35  (seconds)                    DEFLEC99
 PX0011  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PX0011  DYNAMIC HT  -        1238.246 (meters)    4062.48  (feet)  COMP
 PX0011  MODELED GRAV-     980,166.1   (mgal)                       NAVD 88
 PX0011
 PX0011  HORZ ORDER  -  SECOND
 PX0011  VERT ORDER  -  FIRST     CLASS II
 PX0011
 PX0011.The horizontal coordinates were established by classical geodetic methods
 PX0011.and adjusted by the National Geodetic Survey in January 1997..
 PX0011
 PX0011.The orthometric height was determined by differential leveling
 PX0011.and adjusted by the National Geodetic Survey in June 1991..
 PX0011.WARNING-Repeat measurements at this control monument indicate possible
 PX0011.vertical movement.
 PX0011
 PX0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0011
 PX0011.The geoid height was determined by GEOID03.
 PX0011
 PX0011.The dynamic height is computed by dividing the NAVD 88
 PX0011.geopotential number by the normal gravity value computed on the
 PX0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0011.degrees latitude (g = 980.6199 gals.).
 PX0011
 PX0011.The modeled gravity was interpolated from observed gravity values.
 PX0011
 PX0011;                    North         East     Units Scale Factor Converg.
 PX0011;SPC WYEC     -   554,170.467   332,358.588   MT  0.99999375   -0 35 52.7
 PX0011;UTM  12      - 4,940,773.625   723,447.743   MT  1.00021404   +1 58 36.4
 PX0011
 PX0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0011!SPC WYEC     -   0.99980782  x   0.99999375  =   0.99980157
 PX0011!UTM  12      -   0.99980782  x   1.00021404  =   1.00002182
 PX0011
 PX0011                          SUPERSEDED SURVEY CONTROL
 PX0011
 PX0011  NAD 83(1986)-  44 35 08.20053(N)    108 11 06.54193(W) AD(       ) 2
 PX0011  NAD 27      -  44 35 08.35810(N)    108 11 04.15630(W) AD(       ) 2
 PX0011  NGVD 29 (06/08/92) 1237.927  (m)         4061.43   (f) ADJUSTED    1 2
 PX0011
 PX0011.Superseded values are not recommended for survey control.
 PX0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0011.See file dsdata.txt to determine how the superseded data were derived.
 PX0011
 PX0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ2344840774(NAD 83)
 PX0011_MARKER: DB = BENCH MARK DISK
 PX0011_SETTING: 66 = SET IN ROCK OUTCROP
 PX0011_SP_SET: ROCK OUTCROP
 PX0011_STAMPING: 4061.084 V 24 1933
 PX0011_MARK LOGO: CGS   
 PX0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0011+STABILITY: POSITION/ELEVATION WELL
 PX0011
 PX0011  HISTORY     - Date     Condition        Report By
 PX0011  HISTORY     - 1933     MONUMENTED       CGS
 PX0011  HISTORY     - 1957     GOOD             CGS
 PX0011  HISTORY     - 1966     GOOD             NGS
 PX0011  HISTORY     - 1982     GOOD             NGS
 PX0011
 PX0011                          STATION DESCRIPTION
 PX0011
 PX0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0011'10.9 MI NW FROM GREYBULL.
 PX0011'10.9 MILES NORTHWEST OF GREYBULL, BIG HORN COUNTY, ON U.S. HIGHWAY
 PX0011'310, 6.4 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 20, 0.4 MILE
 PX0011'SOUTH OF A CURVE, 350 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PX0011'HIGHWAY, AND IN THE TOP OF A ROCK OUTCROP MARKED BY A PYRAMID OF
 PX0011'ROCKS.  A STANDARD DISK, STAMPED 4061.084 V 24 1933.
 PX0011
 PX0011                          STATION RECOVERY (1957)
 PX0011
 PX0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0011'LOCATED ON A LOW SANDROCK RIDGE, ABOUT 6-1/2 MILES WEST AND
 PX0011'6 MILES NORTH OF GREYBULL AND ABOUT 0.1 MILE SOUTHWEST OF
 PX0011'U.S. HIGHWAY 310.  IT IS A STANDARD U.S. COAST AND GEODETIC
 PX0011'SURVEY BENCH MARK DISK, STAMPED V 24 1933, SET IN A DRILL
 PX0011'HOLE IN OUTCROPPING BEDROCK 5 FEET LONG, 2 FEET WIDE AND
 PX0011'PROJECTING 18 INCHES.
 PX0011'
 PX0011'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 PX0011'STATION LITTLE AND THE DISTANCE WAS FOUND TO BE 23.715
 PX0011'METERS-77.81 FEET.
 PX0011
 PX0011                          STATION RECOVERY (1966)
 PX0011
 PX0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PX0011'RECOVERED IN GOOD CONDITION.
 PX0011
 PX0011                          STATION RECOVERY (1982)
 PX0011
 PX0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0011'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  32.2 KM (20.0
 PX0011'MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0011'NEVADA STREET IN LOVELL, THENCE 2.3 KM (1.45 MI) SOUTHEASTERLY ALONG A
 PX0011'PAVED ROAD, IN THE CENTER OF A 2 BY 5 FT EXPOSED AREA OF OUTCROPPING
 PX0011'BEDROCK ON THE NORTHWEST END OG A RIDGE, 106.7 METERS (350.1 FT)
 PX0011'SOUTHWEST OF THE CENTER OF THE ROAD AND 23.7 METERS (77.8 FT)
 PX0011'NORTHEAST OF TRIANGULATION STATION LITTLE.
 PX0011'THE MARK IS 7.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0126 ***********************************************************************
 PX0126  DESIGNATION -  V 25
 PX0126  PID         -  PX0126
 PX0126  STATE/COUNTY-  WY/PARK
 PX0126  USGS QUAD   -  GARLAND (1966)
 PX0126
 PX0126                         *CURRENT SURVEY CONTROL
 PX0126  ___________________________________________________________________
 PX0126* NAD 83(1986)-  44 52 11.     (N)    108 40 31.     (W)     SCALED    
 PX0126* NAVD 88     -      1289.447  (meters)    4230.46   (feet)  ADJUSTED  
 PX0126  ___________________________________________________________________
 PX0126  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 PX0126  DYNAMIC HT  -        1288.915 (meters)    4228.72  (feet)  COMP
 PX0126  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 PX0126
 PX0126  VERT ORDER  -  SECOND    CLASS 0
 PX0126
 PX0126.The horizontal coordinates were scaled from a topographic map and have
 PX0126.an estimated accuracy of +/- 6 seconds.
 PX0126
 PX0126.The orthometric height was determined by differential leveling
 PX0126.and adjusted by the National Geodetic Survey in June 1991..
 PX0126
 PX0126.The geoid height was determined by GEOID03.
 PX0126
 PX0126.The dynamic height is computed by dividing the NAVD 88
 PX0126.geopotential number by the normal gravity value computed on the
 PX0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0126.degrees latitude (g = 980.6199 gals.).
 PX0126
 PX0126.The modeled gravity was interpolated from observed gravity values.
 PX0126
 PX0126;                    North         East    Units  Estimated Accuracy
 PX0126;SPC WYWC     -   485,390.      605,910.      MT  (+/- 180 meters Scaled)
 PX0126
 PX0126                          SUPERSEDED SURVEY CONTROL
 PX0126
 PX0126  NGVD 29 (??/??/92) 1288.484  (m)         4227.30   (f) ADJ UNCH    2 0
 PX0126
 PX0126.Superseded values are not recommended for survey control.
 PX0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0126.See file dsdata.txt to determine how the superseded data were derived.
 PX0126
 PX0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ836711(NAD 83)
 PX0126_MARKER: DB = BENCH MARK DISK
 PX0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0126_SP_SET: SPILLWAY
 PX0126_STAMPING: 4227.022 V 25 1933
 PX0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0126
 PX0126  HISTORY     - Date     Condition        Report By
 PX0126  HISTORY     - 1933     MONUMENTED       CGS
 PX0126  HISTORY     - 1956     GOOD             NGS
 PX0126
 PX0126                          STATION DESCRIPTION
 PX0126
 PX0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0126'8.1 MI S FROM FRANNIE.
 PX0126'ABOUT 8.1 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0126'RAILROAD FROM FRANNIE, PARK COUNTY, AT MILEAGE 7.71, ABOUT 510 FEET
 PX0126'SOUTH OF A HIGHWAY CROSSING, ABOUT 175 FEET EAST OF THE TRACK, AT AN
 PX0126'IRRIGATION SPILLWAY, AND IN THE TOP OF THE SOUTHWEST CORNER OF THE
 PX0126'NORTHWEST HEAD WALL.  A STANDARD DISK, STAMPED 4227.022 V 25 1933.
 PX0126
 PX0126                          STATION RECOVERY (1956)
 PX0126
 PX0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 PX0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0143 ***********************************************************************
 OV0143  DESIGNATION -  V 26
 OV0143  PID         -  OV0143
 OV0143  STATE/COUNTY-  WY/FREMONT
 OV0143  USGS QUAD   -  MADDEN (1952)
 OV0143
 OV0143                         *CURRENT SURVEY CONTROL
 OV0143  ___________________________________________________________________
 OV0143* NAD 83(1986)-  43 13 32.     (N)    107 35 16.     (W)     SCALED    
 OV0143* NAVD 88     -      1654.902  (meters)    5429.46   (feet)  POSTED    
 OV0143  ___________________________________________________________________
 OV0143  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 OV0143  DYNAMIC HT  -        1653.800 (meters)    5425.84  (feet)  COMP
 OV0143  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 OV0143
 OV0143  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OV0143
 OV0143.The horizontal coordinates were scaled from a topographic map and have
 OV0143.an estimated accuracy of +/- 6 seconds.
 OV0143
 OV0143.The orthometric height was determined by differential leveling
 OV0143.and adjusted by the National Geodetic Survey in 1992..
 OV0143.No vertical observational check was made to the station.
 OV0143.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OV0143.was located on a no-check spur therefore a value was not computed.
 OV0143
 OV0143.The geoid height was determined by GEOID03.
 OV0143
 OV0143.The dynamic height is computed by dividing the NAVD 88
 OV0143.geopotential number by the normal gravity value computed on the
 OV0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0143.degrees latitude (g = 980.6199 gals.).
 OV0143
 OV0143.The modeled gravity was interpolated from observed gravity values.
 OV0143
 OV0143;                    North         East    Units  Estimated Accuracy
 OV0143;SPC WYWC     -   303,370.      694,420.      MT  (+/- 180 meters Scaled)
 OV0143
 OV0143                          SUPERSEDED SURVEY CONTROL
 OV0143
 OV0143  NGVD 29 (??/??/92) 1653.837  (m)         5425.96   (f) ADJ UNCH    1 2
 OV0143
 OV0143.Superseded values are not recommended for survey control.
 OV0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0143.See file dsdata.txt to determine how the superseded data were derived.
 OV0143
 OV0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH898891(NAD 83)
 OV0143_MARKER: DB = BENCH MARK DISK
 OV0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OV0143_SP_SET: CULVERT
 OV0143_STAMPING: V 26 1934
 OV0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0143
 OV0143  HISTORY     - Date     Condition        Report By
 OV0143  HISTORY     - 1934     MONUMENTED       CGS
 OV0143
 OV0143                          STATION DESCRIPTION
 OV0143
 OV0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0143'3.9 MI W FROM MADDEN.
 OV0143'ABOUT 3.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0143'FROM THE STATION AT MADDEN, FREMONT COUNTY, ABOUT 0.67 MILE WEST OF
 OV0143'MILEPOST 277, AT A 12- BY 15-FOOT CONCRETE BOX CULVERT, AND IN THE TOP
 OV0143'OF THE WEST END OF THE SOUTH HEAD WALL.  A STANDARD DISK, STAMPED V 26
 OV0143'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0194 ***********************************************************************
 NR0194  DESIGNATION -  V 27
 NR0194  PID         -  NR0194
 NR0194  STATE/COUNTY-  WY/CARBON
 NR0194  USGS QUAD   -  SPLIT ROCK (1984)
 NR0194
 NR0194                         *CURRENT SURVEY CONTROL
 NR0194  ___________________________________________________________________
 NR0194* NAD 83(1986)-  42 28 50.     (N)    107 37 10.     (W)     SCALED    
 NR0194* NAVD 88     -      1887.466  (meters)    6192.46   (feet)  ADJUSTED  
 NR0194  ___________________________________________________________________
 NR0194  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 NR0194  DYNAMIC HT  -        1886.105 (meters)    6188.00  (feet)  COMP
 NR0194  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 NR0194
 NR0194  VERT ORDER  -  SECOND    CLASS 0
 NR0194
 NR0194.The horizontal coordinates were scaled from a topographic map and have
 NR0194.an estimated accuracy of +/- 6 seconds.
 NR0194
 NR0194.The orthometric height was determined by differential leveling
 NR0194.and adjusted by the National Geodetic Survey in June 1991..
 NR0194
 NR0194.The geoid height was determined by GEOID03.
 NR0194
 NR0194.The dynamic height is computed by dividing the NAVD 88
 NR0194.geopotential number by the normal gravity value computed on the
 NR0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0194.degrees latitude (g = 980.6199 gals.).
 NR0194
 NR0194.The modeled gravity was interpolated from observed gravity values.
 NR0194
 NR0194;                    North         East    Units  Estimated Accuracy
 NR0194;SPC WYEC     -   319,990.      376,480.      MT  (+/- 180 meters Scaled)
 NR0194
 NR0194                          SUPERSEDED SURVEY CONTROL
 NR0194
 NR0194  NGVD 29 (??/??/92) 1886.446  (m)         6189.11   (f) ADJ UNCH    2 0
 NR0194
 NR0194.Superseded values are not recommended for survey control.
 NR0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0194.See file dsdata.txt to determine how the superseded data were derived.
 NR0194
 NR0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH846064(NAD 83)
 NR0194_MARKER: DB = BENCH MARK DISK
 NR0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0194_STAMPING: V 27 1934
 NR0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0194+STABILITY: SURFACE MOTION
 NR0194
 NR0194  HISTORY     - Date     Condition        Report By
 NR0194  HISTORY     - 1934     MONUMENTED       CGS
 NR0194
 NR0194                          STATION DESCRIPTION
 NR0194
 NR0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0194'12.5 MI W FROM THREE FORKS.
 NR0194'IN FREMONT COUNTY, ABOUT 12.5 MILES WEST ALONG U.S. HIGHWAY 287 FROM
 NR0194'THREE FORKS, CARBON COUNTY, ABOUT 1.8 MILES WEST OF SPLIT ROCK,
 NR0194'FREMONT COUNTY, AT THE JUNCTION WITH THE SIDE ROADS LEADING NORTH AND
 NR0194'SOUTH TO THE RANCH HOUSES, ABOUT 450 FEET SOUTHEAST OF A TIMBER
 NR0194'BRIDGE, 71.3 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 44.4
 NR0194'FEET SOUTHEAST OF A GATEPOST SOUTH OF THE HIGHWAY, AND 4.2 FEET
 NR0194'NORTHEAST OF A FENCE.  A STANDARD DISK, STAMPED V 27 1934 AND SET IN
 NR0194'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0019 ***********************************************************************
 NS0019  DESIGNATION -  V 28
 NS0019  PID         -  NS0019
 NS0019  STATE/COUNTY-  WY/FREMONT
 NS0019  USGS QUAD   -  RED CANYON (1978)
 NS0019
 NS0019                         *CURRENT SURVEY CONTROL
 NS0019  ___________________________________________________________________
 NS0019* NAD 83(1986)-  42 34 54.     (N)    108 16 44.     (W)     SCALED    
 NS0019* NAVD 88     -      2049.400  (meters)    6723.74   (feet)  ADJUSTED  
 NS0019  ___________________________________________________________________
 NS0019  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 NS0019  DYNAMIC HT  -        2047.890 (meters)    6718.79  (feet)  COMP
 NS0019  MODELED GRAV-     979,810.5   (mgal)                       NAVD 88
 NS0019
 NS0019  VERT ORDER  -  SECOND    CLASS 0
 NS0019
 NS0019.The horizontal coordinates were scaled from a topographic map and have
 NS0019.an estimated accuracy of +/- 6 seconds.
 NS0019
 NS0019.The orthometric height was determined by differential leveling
 NS0019.and adjusted by the National Geodetic Survey in June 1991..
 NS0019
 NS0019.The geoid height was determined by GEOID03.
 NS0019
 NS0019.The dynamic height is computed by dividing the NAVD 88
 NS0019.geopotential number by the normal gravity value computed on the
 NS0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0019.degrees latitude (g = 980.6199 gals.).
 NS0019
 NS0019.The modeled gravity was interpolated from observed gravity values.
 NS0019
 NS0019;                    North         East    Units  Estimated Accuracy
 NS0019;SPC WYWC     -   231,290.      638,670.      MT  (+/- 180 meters Scaled)
 NS0019
 NS0019                          SUPERSEDED SURVEY CONTROL
 NS0019
 NS0019  NGVD 29 (??/??/92) 2048.302  (m)         6720.14   (f) ADJ UNCH    2 0
 NS0019
 NS0019.Superseded values are not recommended for survey control.
 NS0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0019.See file dsdata.txt to determine how the superseded data were derived.
 NS0019
 NS0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN232179(NAD 83)
 NS0019_MARKER: DB = BENCH MARK DISK
 NS0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0019_STAMPING: V 28 1934
 NS0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0019+STABILITY: SURFACE MOTION
 NS0019
 NS0019  HISTORY     - Date     Condition        Report By
 NS0019  HISTORY     - 1934     MONUMENTED       CGS
 NS0019  HISTORY     - 1984     GOOD             WYHD
 NS0019
 NS0019                          STATION DESCRIPTION
 NS0019
 NS0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0019'33.0 MI SE FROM LANDER.
 NS0019'33 MILES SOUTHEAST OF LANDER, FREMONT COUNTY, ALONG HIGHWAY 287,
 NS0019'THENCE 0.5 MILES SOUTHWEST ALONG THE OLD HIGHWAY, APPROXIMATELY 0.6
 NS0019'MILES NORTHEAST OF ROAD FORK, IN NW 1/4 SECTION 14, T 30 N, R 96 W, ON
 NS0019'TOP OF A SMALL KNOLL, 54 FEET WEST OF THE CENTERLINE OF THE ROAD. A
 NS0019'STANDARD DISK, STAMPED V 28 1934 AND SET IN A CONCRETE POST.
 NS0019
 NS0019                          STATION RECOVERY (1984)
 NS0019
 NS0019'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1984
 NS0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0174 ***********************************************************************
 NR0174  DESIGNATION -  V 30
 NR0174  PID         -  NR0174
 NR0174  STATE/COUNTY-  WY/CARBON
 NR0174  USGS QUAD   -  MUDDY GAP (1981)
 NR0174
 NR0174                         *CURRENT SURVEY CONTROL
 NR0174  ___________________________________________________________________
 NR0174* NAD 83(1986)-  42 15 49.     (N)    107 26 38.     (W)     SCALED    
 NR0174* NAVD 88     -      2031.873  (meters)    6666.24   (feet)  ADJUSTED  
 NR0174  ___________________________________________________________________
 NR0174  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 NR0174  DYNAMIC HT  -        2030.281 (meters)    6661.01  (feet)  COMP
 NR0174  MODELED GRAV-     979,765.2   (mgal)                       NAVD 88
 NR0174
 NR0174  VERT ORDER  -  FIRST     CLASS II
 NR0174
 NR0174.The horizontal coordinates were scaled from a topographic map and have
 NR0174.an estimated accuracy of +/- 6 seconds.
 NR0174
 NR0174.The orthometric height was determined by differential leveling
 NR0174.and adjusted by the National Geodetic Survey in June 1991..
 NR0174
 NR0174.The geoid height was determined by GEOID03.
 NR0174
 NR0174.The dynamic height is computed by dividing the NAVD 88
 NR0174.geopotential number by the normal gravity value computed on the
 NR0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0174.degrees latitude (g = 980.6199 gals.).
 NR0174
 NR0174.The modeled gravity was interpolated from observed gravity values.
 NR0174
 NR0174;                    North         East    Units  Estimated Accuracy
 NR0174;SPC WYEC     -   295,860.      390,880.      MT  (+/- 180 meters Scaled)
 NR0174
 NR0174                          SUPERSEDED SURVEY CONTROL
 NR0174
 NR0174  NGVD 29 (??/??/92) 2030.767  (m)         6662.61   (f) ADJ UNCH    1 2
 NR0174
 NR0174.Superseded values are not recommended for survey control.
 NR0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0174.See file dsdata.txt to determine how the superseded data were derived.
 NR0174
 NR0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG984819(NAD 83)
 NR0174_MARKER: DB = BENCH MARK DISK
 NR0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0174_STAMPING: V 30 1933
 NR0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0174+STABILITY: SURFACE MOTION
 NR0174
 NR0174  HISTORY     - Date     Condition        Report By
 NR0174  HISTORY     - 1933     MONUMENTED       CGS
 NR0174  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0174
 NR0174                          STATION DESCRIPTION
 NR0174
 NR0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0174'7.7 MI S FROM THREE FORKS.
 NR0174'7.7 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THREE FORKS, CARBON
 NR0174'COUNTY, AT THE TOP OF A RISE FROM THE NORTH, 36 FEET WEST OF THE
 NR0174'CENTER LINE OF THE HIGHWAY, AND 2 FEET EAST OF A WIRE FENCE.  A
 NR0174'STANDARD DISK, STAMPED V 30 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0174'PROJECTING 6 INCHES ABOVE GROUND.
 NR0174
 NR0174                          STATION RECOVERY (1982)
 NR0174
 NR0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0138 ***********************************************************************
 NR0138  DESIGNATION -  V 31
 NR0138  PID         -  NR0138
 NR0138  STATE/COUNTY-  WY/NATRONA
 NR0138  USGS QUAD   -  ALCOVA (1984)
 NR0138
 NR0138                         *CURRENT SURVEY CONTROL
 NR0138  ___________________________________________________________________
 NR0138* NAD 83(1986)-  42 33 38.     (N)    106 44 28.     (W)     SCALED    
 NR0138* NAVD 88     -      1689.313  (meters)    5542.35   (feet)  ADJUSTED  
 NR0138  ___________________________________________________________________
 NR0138  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 NR0138  DYNAMIC HT  -        1688.191 (meters)    5538.67  (feet)  COMP
 NR0138  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 NR0138
 NR0138  VERT ORDER  -  FIRST     CLASS II
 NR0138
 NR0138.The horizontal coordinates were scaled from a topographic map and have
 NR0138.an estimated accuracy of +/- 6 seconds.
 NR0138
 NR0138.The orthometric height was determined by differential leveling
 NR0138.and adjusted by the National Geodetic Survey in June 1991..
 NR0138
 NR0138.The geoid height was determined by GEOID03.
 NR0138
 NR0138.The dynamic height is computed by dividing the NAVD 88
 NR0138.geopotential number by the normal gravity value computed on the
 NR0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0138.degrees latitude (g = 980.6199 gals.).
 NR0138
 NR0138.The modeled gravity was interpolated from observed gravity values.
 NR0138
 NR0138;                    North         East    Units  Estimated Accuracy
 NR0138;SPC WYEC     -   329,010.      448,630.      MT  (+/- 180 meters Scaled)
 NR0138
 NR0138                          SUPERSEDED SURVEY CONTROL
 NR0138
 NR0138  NGVD 29 (??/??/92) 1688.400  (m)         5539.36   (f) ADJ UNCH    1 2
 NR0138
 NR0138.Superseded values are not recommended for survey control.
 NR0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0138.See file dsdata.txt to determine how the superseded data were derived.
 NR0138
 NR0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH570134(NAD 83)
 NR0138_MARKER: DB = BENCH MARK DISK
 NR0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0138_STAMPING: V 31 1933
 NR0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0138+STABILITY: SURFACE MOTION
 NR0138
 NR0138  HISTORY     - Date     Condition        Report By
 NR0138  HISTORY     - 1933     MONUMENTED       CGS
 NR0138  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0138
 NR0138                          STATION DESCRIPTION
 NR0138
 NR0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0138'30.7 MI SW FROM CASPER.
 NR0138'30.7 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0138'CASPER, NATRONA COUNTY, 1 MILE WEST OF A BRIDGE OVER THE DRY BED OF
 NR0138'EAGLE CREEK, 0.8 MILE WEST OF THE JUNCTION OF THE ALCOVA ROAD, AND AT
 NR0138'THE TOP OF A RISE FROM THE EAST.  A STANDARD DISK, STAMPED V 31 1933
 NR0138'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NR0138'GROUND.
 NR0138
 NR0138                          STATION RECOVERY (1982)
 NR0138
 NR0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0186 ***********************************************************************
 OX0186  DESIGNATION -  V 311
 OX0186  PID         -  OX0186
 OX0186  STATE/COUNTY-  WY/TETON
 OX0186  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 OX0186
 OX0186                         *CURRENT SURVEY CONTROL
 OX0186  ___________________________________________________________________
 OX0186* NAD 83(1986)-  43 34 58.     (N)    110 42 59.     (W)     SCALED    
 OX0186* NAVD 88     -      1966.644  (meters)    6452.23   (feet)  ADJUSTED  
 OX0186  ___________________________________________________________________
 OX0186  GEOID HEIGHT-          -9.42  (meters)                     GEOID03
 OX0186  DYNAMIC HT  -        1965.335 (meters)    6447.94  (feet)  COMP
 OX0186  MODELED GRAV-     979,884.0   (mgal)                       NAVD 88
 OX0186
 OX0186  VERT ORDER  -  SECOND    CLASS 0
 OX0186
 OX0186.The horizontal coordinates were scaled from a topographic map and have
 OX0186.an estimated accuracy of +/- 6 seconds.
 OX0186
 OX0186.The orthometric height was determined by differential leveling
 OX0186.and adjusted by the National Geodetic Survey in June 1991..
 OX0186
 OX0186.The geoid height was determined by GEOID03.
 OX0186
 OX0186.The dynamic height is computed by dividing the NAVD 88
 OX0186.geopotential number by the normal gravity value computed on the
 OX0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0186.degrees latitude (g = 980.6199 gals.).
 OX0186
 OX0186.The modeled gravity was interpolated from observed gravity values.
 OX0186
 OX0186;                    North         East    Units  Estimated Accuracy
 OX0186;SPC WY W     -   442,590.      748,870.      MT  (+/- 180 meters Scaled)
 OX0186
 OX0186                          SUPERSEDED SURVEY CONTROL
 OX0186
 OX0186  NGVD 29 (??/??/92) 1965.347  (m)         6447.98   (f) ADJ UNCH    2 0
 OX0186
 OX0186.Superseded values are not recommended for survey control.
 OX0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0186.See file dsdata.txt to determine how the superseded data were derived.
 OX0186
 OX0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP228255(NAD 83)
 OX0186_MARKER: DB = BENCH MARK DISK
 OX0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0186_STAMPING: V 311 1946
 OX0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0186+STABILITY: SURFACE MOTION
 OX0186
 OX0186  HISTORY     - Date     Condition        Report By
 OX0186  HISTORY     - 1946     MONUMENTED       CGS
 OX0186  HISTORY     - 1968     MARK NOT FOUND   NGS
 OX0186
 OX0186                          STATION DESCRIPTION
 OX0186
 OX0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0186'7.5 MI NE FROM JACKSON.
 OX0186'TO REACH FROM JACKSON FOLLOW U.S. HIGHWAY 187 NORTH ABOUT 6.6 MILES TO
 OX0186'TRACK ROAD LEADING EAST THROUGH WOODEN GATE, FOLLOW TRACK ROAD EAST
 OX0186'0.25 MILE TO FORKS, TAKE NORTH FORK AND GO 0.65 MILE TO WOODEN BRIDGE
 OX0186'OVER IRRIGATION CANAL, MARK IS SET IN CONCRETE POST 60 YARDS EAST OF
 OX0186'BRIDGE, 21 FEET NORTH OF CENTER LINE OF ROAD, 3.6 FEET SOUTHEAST OF
 OX0186'SECOND TELEPHONE POLE EAST OF CANAL.  STANDARD BRONZE DISK SET IN THE
 OX0186'TOP OF A CONCRETE POST.
 OX0186
 OX0186                          STATION RECOVERY (1968)
 OX0186
 OX0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OX0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0029 ***********************************************************************
 OX0029  DESIGNATION -  V 312
 OX0029  PID         -  OX0029
 OX0029  STATE/COUNTY-  WY/TETON
 OX0029  USGS QUAD   -  UPPER SLIDE LAKE (1996)
 OX0029
 OX0029                         *CURRENT SURVEY CONTROL
 OX0029  ___________________________________________________________________
 OX0029* NAD 83(1986)-  43 35 00.     (N)    110 20 10.     (W)     SCALED    
 OX0029* NAVD 88     -      2252.646  (meters)    7390.56   (feet)  ADJUSTED  
 OX0029  ___________________________________________________________________
 OX0029  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 OX0029  DYNAMIC HT  -        2251.009 (meters)    7385.19  (feet)  COMP
 OX0029  MODELED GRAV-     979,811.6   (mgal)                       NAVD 88
 OX0029
 OX0029  VERT ORDER  -  SECOND    CLASS 0
 OX0029
 OX0029.The horizontal coordinates were scaled from a topographic map and have
 OX0029.an estimated accuracy of +/- 6 seconds.
 OX0029
 OX0029.The orthometric height was determined by differential leveling
 OX0029.and adjusted by the National Geodetic Survey in June 1991..
 OX0029
 OX0029.The geoid height was determined by GEOID03.
 OX0029
 OX0029.The dynamic height is computed by dividing the NAVD 88
 OX0029.geopotential number by the normal gravity value computed on the
 OX0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0029.degrees latitude (g = 980.6199 gals.).
 OX0029
 OX0029.The modeled gravity was interpolated from observed gravity values.
 OX0029
 OX0029;                    North         East    Units  Estimated Accuracy
 OX0029;SPC WY W     -   442,490.      779,590.      MT  (+/- 180 meters Scaled)
 OX0029
 OX0029                          SUPERSEDED SURVEY CONTROL
 OX0029
 OX0029  NGVD 29 (??/??/92) 2251.223  (m)         7385.89   (f) ADJ UNCH    2 0
 OX0029
 OX0029.Superseded values are not recommended for survey control.
 OX0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0029.See file dsdata.txt to determine how the superseded data were derived.
 OX0029
 OX0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP535258(NAD 83)
 OX0029_MARKER: DB = BENCH MARK DISK
 OX0029_SETTING: 80 = SET IN A BOULDER
 OX0029_SP_SET: BOULDER
 OX0029_STAMPING: V 312 1946
 OX0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0029+STABILITY: SURFACE MOTION
 OX0029
 OX0029  HISTORY     - Date     Condition        Report By
 OX0029  HISTORY     - 1946     MONUMENTED       CGS
 OX0029  HISTORY     - 1965     GOOD             USGS
 OX0029
 OX0029                          STATION DESCRIPTION
 OX0029
 OX0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0029'19.05 MI E FROM KELLY.
 OX0029'ALONG GROS VENTRE RIVER ROAD, ABOUT 19.05 MILES EAST OF KELLY POST
 OX0029'OFFICE (BY ROAD), ABOUT 0.15 MILE EAST OF BRIDGE OVER BURNT CABIN
 OX0029'CREEK, SET IN LARGE BOULDER 87 FEET NORTH OF CENTER LINE OF ROAD, 130
 OX0029'FEET EAST OF CENTER LINE OF TRACK ROAD LEADING NORTH TO UPPER SLIDE
 OX0029'LAKE.  A STANDARD DISK, STAMPED V 312 1946 AND SET IN BOULDER.
 OX0029
 OX0029                          STATION RECOVERY (1965)
 OX0029
 OX0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0157 ***********************************************************************
 OX0157  DESIGNATION -  V 313
 OX0157  PID         -  OX0157
 OX0157  STATE/COUNTY-  WY/LINCOLN
 OX0157  USGS QUAD   -  DEER CREEK (1979)
 OX0157
 OX0157                         *CURRENT SURVEY CONTROL
 OX0157  ___________________________________________________________________
 OX0157* NAD 83(1986)-  43 01 56.     (N)    110 48 44.     (W)     SCALED    
 OX0157* NAVD 88     -      1921.760  (meters)    6304.97   (feet)  ADJUSTED  
 OX0157  ___________________________________________________________________
 OX0157  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OX0157  DYNAMIC HT  -        1920.391 (meters)    6300.48  (feet)  COMP
 OX0157  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 OX0157
 OX0157  VERT ORDER  -  SECOND    CLASS 0
 OX0157
 OX0157.The horizontal coordinates were scaled from a topographic map and have
 OX0157.an estimated accuracy of +/- 6 seconds.
 OX0157
 OX0157.The orthometric height was determined by differential leveling
 OX0157.and adjusted by the National Geodetic Survey in June 1991..
 OX0157
 OX0157.The geoid height was determined by GEOID03.
 OX0157
 OX0157.The dynamic height is computed by dividing the NAVD 88
 OX0157.geopotential number by the normal gravity value computed on the
 OX0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0157.degrees latitude (g = 980.6199 gals.).
 OX0157
 OX0157.The modeled gravity was interpolated from observed gravity values.
 OX0157
 OX0157;                    North         East    Units  Estimated Accuracy
 OX0157;SPC WY W     -   381,490.      740,600.      MT  (+/- 180 meters Scaled)
 OX0157
 OX0157                          SUPERSEDED SURVEY CONTROL
 OX0157
 OX0157  NGVD 29 (??/??/92) 1920.456  (m)         6300.70   (f) ADJ UNCH    2 0
 OX0157
 OX0157.Superseded values are not recommended for survey control.
 OX0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0157.See file dsdata.txt to determine how the superseded data were derived.
 OX0157
 OX0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN152644(NAD 83)
 OX0157_MARKER: DB = BENCH MARK DISK
 OX0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0157_STAMPING: V 313 1946
 OX0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0157+STABILITY: SURFACE MOTION
 OX0157
 OX0157  HISTORY     - Date     Condition        Report By
 OX0157  HISTORY     - 1946     MONUMENTED       CGS
 OX0157  HISTORY     - 1965     GOOD             NGS
 OX0157
 OX0157                          STATION DESCRIPTION
 OX0157
 OX0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0157'20.1 MI SE FROM ALPINE.
 OX0157'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0157'THENCE ABOUT 18.5 MILES SOUTHEAST ALONG GREYS RIVER ROAD, 66 FEET WEST
 OX0157'OF A CORRUGATED METAL PIPE CULVERT, 42 FEET SOUTHWEST OF THE CENTER
 OX0157'LINE OF THE ROAD, 14 FEET NORTHWEST OF 2 LONE PINE TREES, 3 FEET WEST
 OX0157'OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
 OX0157
 OX0157                          STATION RECOVERY (1965)
 OX0157
 OX0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0098 ***********************************************************************
 NT0098  DESIGNATION -  V 314
 NT0098  PID         -  NT0098
 NT0098  STATE/COUNTY-  WY/LINCOLN
 NT0098  USGS QUAD   -  BOX CANYON CREEK (1980)
 NT0098
 NT0098                         *CURRENT SURVEY CONTROL
 NT0098  ___________________________________________________________________
 NT0098* NAD 83(1986)-  42 42 15.     (N)    110 40 39.     (W)     SCALED    
 NT0098* NAVD 88     -      2269.923  (meters)    7447.24   (feet)  ADJUSTED  
 NT0098  ___________________________________________________________________
 NT0098  GEOID HEIGHT-         -10.46  (meters)                     GEOID03
 NT0098  DYNAMIC HT  -        2268.121 (meters)    7441.33  (feet)  COMP
 NT0098  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 NT0098
 NT0098  VERT ORDER  -  SECOND    CLASS 0
 NT0098
 NT0098.The horizontal coordinates were scaled from a topographic map and have
 NT0098.an estimated accuracy of +/- 6 seconds.
 NT0098
 NT0098.The orthometric height was determined by differential leveling
 NT0098.and adjusted by the National Geodetic Survey in June 1991..
 NT0098
 NT0098.The geoid height was determined by GEOID03.
 NT0098
 NT0098.The dynamic height is computed by dividing the NAVD 88
 NT0098.geopotential number by the normal gravity value computed on the
 NT0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0098.degrees latitude (g = 980.6199 gals.).
 NT0098
 NT0098.The modeled gravity was interpolated from observed gravity values.
 NT0098
 NT0098;                    North         East    Units  Estimated Accuracy
 NT0098;SPC WY W     -   344,960.      751,320.      MT  (+/- 180 meters Scaled)
 NT0098
 NT0098                          SUPERSEDED SURVEY CONTROL
 NT0098
 NT0098  NGVD 29 (??/??/92) 2268.513  (m)         7442.61   (f) ADJ UNCH    2 0
 NT0098
 NT0098.Superseded values are not recommended for survey control.
 NT0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0098.See file dsdata.txt to determine how the superseded data were derived.
 NT0098
 NT0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN264280(NAD 83)
 NT0098_MARKER: DB = BENCH MARK DISK
 NT0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0098_STAMPING: V 314 1946
 NT0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0098+STABILITY: SURFACE MOTION
 NT0098
 NT0098  HISTORY     - Date     Condition        Report By
 NT0098  HISTORY     - 1946     MONUMENTED       CGS
 NT0098  HISTORY     - 1972     GOOD             NGS
 NT0098
 NT0098                          STATION DESCRIPTION
 NT0098
 NT0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0098'44.4 MI E FROM SMOOT.
 NT0098'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0098'THENCE 37.4 MILES EASTERLY AND NORTHEASTERLY ALONG GREYS RIVER ROAD,
 NT0098'IN THE APPROXIMATE CENTER OF A SMALL BARREN FIELD WHICH IS SURROUNDED
 NT0098'ON THREE SIDES BY THICK FOREST, 96 FEET NORTHWEST OF A SMALL CREEK AND
 NT0098'WOODEN CULVERT UNDER THE ROAD, 47 FEET SOUTHWEST OF THE CENTER LINE OF
 NT0098'THE ROAD, 22 FEET NORTHEAST OF THE EDGE OF A VERY STEEP BANK LEADING
 NT0098'TO A LARGE MEADOW, 21 FEET NORTHEAST OF A LARGE LONE PINE TREE, ABOUT
 NT0098'4 FEET BELOW THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN
 NT0098'THE TOP OF A CONCRETE POST.
 NT0098
 NT0098                          STATION RECOVERY (1972)
 NT0098
 NT0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0123 ***********************************************************************
 NT0123  DESIGNATION -  V 315
 NT0123  PID         -  NT0123
 NT0123  STATE/COUNTY-  WY/LINCOLN
 NT0123  USGS QUAD   -  MOUNT WAGNER (1980)
 NT0123
 NT0123                         *CURRENT SURVEY CONTROL
 NT0123  ___________________________________________________________________
 NT0123* NAD 83(1986)-  42 31 15.     (N)    110 45 17.     (W)     SCALED    
 NT0123* NAVD 88     -      2427.649  (meters)    7964.71   (feet)  ADJUSTED  
 NT0123  ___________________________________________________________________
 NT0123  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 NT0123  DYNAMIC HT  -        2425.620 (meters)    7958.05  (feet)  COMP
 NT0123  MODELED GRAV-     979,697.3   (mgal)                       NAVD 88
 NT0123
 NT0123  VERT ORDER  -  SECOND    CLASS 0
 NT0123
 NT0123.The horizontal coordinates were scaled from a topographic map and have
 NT0123.an estimated accuracy of +/- 6 seconds.
 NT0123
 NT0123.The orthometric height was determined by differential leveling
 NT0123.and adjusted by the National Geodetic Survey in June 1991..
 NT0123
 NT0123.The geoid height was determined by GEOID03.
 NT0123
 NT0123.The dynamic height is computed by dividing the NAVD 88
 NT0123.geopotential number by the normal gravity value computed on the
 NT0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0123.degrees latitude (g = 980.6199 gals.).
 NT0123
 NT0123.The modeled gravity was interpolated from observed gravity values.
 NT0123
 NT0123;                    North         East    Units  Estimated Accuracy
 NT0123;SPC WY W     -   324,650.      744,830.      MT  (+/- 180 meters Scaled)
 NT0123
 NT0123                          SUPERSEDED SURVEY CONTROL
 NT0123
 NT0123  NGVD 29 (??/??/92) 2426.182  (m)         7959.90   (f) ADJ UNCH    2 0
 NT0123
 NT0123.Superseded values are not recommended for survey control.
 NT0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0123.See file dsdata.txt to determine how the superseded data were derived.
 NT0123
 NT0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN201076(NAD 83)
 NT0123_MARKER: DB = BENCH MARK DISK
 NT0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0123_STAMPING: V 315 1946
 NT0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0123+STABILITY: SURFACE MOTION
 NT0123
 NT0123  HISTORY     - Date     Condition        Report By
 NT0123  HISTORY     - 1946     MONUMENTED       CGS
 NT0123
 NT0123                          STATION DESCRIPTION
 NT0123
 NT0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0123'19.6 MI SE FROM SMOOT.
 NT0123'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0123'THENCE ABOUT 12.6 MILES EASTERLY ALONG GREYS RIVER ROAD, 100 FEET EAST
 NT0123'OF THE EAST BANK OF SMITHS FORK CREEK, 145 FEET SOUTHWEST OF A
 NT0123'CORRUGATED METAL CULVERT, 44 FEET NORTHWEST OF THE CENTER LINE OF THE
 NT0123'ROAD, 22 FEET EAST OF A SMALL DRAINAGE DITCH, ABOUT 3 FEET BELOW THE
 NT0123'ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A
 NT0123'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0481 ***********************************************************************
 MO0481  DESIGNATION -  V 316
 MO0481  PID         -  MO0481
 MO0481  STATE/COUNTY-  WY/ALBANY
 MO0481  USGS QUAD   -  DALE CREEK (1987)
 MO0481
 MO0481                         *CURRENT SURVEY CONTROL
 MO0481  ___________________________________________________________________
 MO0481* NAD 83(1986)-  41 06 53.     (N)    105 26 20.     (W)     SCALED    
 MO0481* NAVD 88     -      2469.135  (meters)    8100.82   (feet)  ADJUSTED  
 MO0481  ___________________________________________________________________
 MO0481  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 MO0481  DYNAMIC HT  -        2466.846 (meters)    8093.31  (feet)  COMP
 MO0481  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 MO0481
 MO0481  VERT ORDER  -  FIRST     CLASS II
 MO0481
 MO0481.The horizontal coordinates were scaled from a topographic map and have
 MO0481.an estimated accuracy of +/- 6 seconds.
 MO0481
 MO0481.The orthometric height was determined by differential leveling
 MO0481.and adjusted by the National Geodetic Survey in June 1991..
 MO0481
 MO0481.The geoid height was determined by GEOID03.
 MO0481
 MO0481.The dynamic height is computed by dividing the NAVD 88
 MO0481.geopotential number by the normal gravity value computed on the
 MO0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0481.degrees latitude (g = 980.6199 gals.).
 MO0481
 MO0481.The modeled gravity was interpolated from observed gravity values.
 MO0481
 MO0481;                    North         East    Units  Estimated Accuracy
 MO0481;SPC WY E     -    68,300.      177,140.      MT  (+/- 180 meters Scaled)
 MO0481
 MO0481                          SUPERSEDED SURVEY CONTROL
 MO0481
 MO0481  NGVD 29 (??/??/92) 2467.961  (m)         8096.97   (f) ADJ UNCH    1 2
 MO0481
 MO0481.Superseded values are not recommended for survey control.
 MO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0481.See file dsdata.txt to determine how the superseded data were derived.
 MO0481
 MO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF631515(NAD 83)
 MO0481_MARKER: DB = BENCH MARK DISK
 MO0481_SETTING: 66 = SET IN ROCK OUTCROP
 MO0481_SP_SET: GRANITE BLUFF
 MO0481_STAMPING: V 316 1947
 MO0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0481+STABILITY: POSITION/ELEVATION WELL
 MO0481
 MO0481  HISTORY     - Date     Condition        Report By
 MO0481  HISTORY     - 1947     MONUMENTED       CGS
 MO0481  HISTORY     - 1956     GOOD             NGS
 MO0481
 MO0481                          STATION DESCRIPTION
 MO0481
 MO0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0481'6.6 MI W FROM SHERMAN.
 MO0481'3.8 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0481'RAILROAD STATION SIGN AT SHERMAN, THENCE 2.8 MILES SOUTHWEST
 MO0481'ALONG THE FORMER RIGHT OF WAY OF THE UNION PACIFIC RAILROAD, 660
 MO0481'FEET SOUTHWEST OF A STONE CULVERT, 300 FEET SOUTHWEST OF THE
 MO0481'NORTHEAST END OF A CUT, 11 FEET SOUTHEAST OF THE CENTER LINE
 MO0481'OF THE OLD RAILROAD GRADE, 2.0 FEET ABOVE THE GROUND, SET
 MO0481'VERTICALLY IN THE NORTHWEST FACE OF A GRANITE BLUFF, IN SECTION
 MO0481'11, TOWNSHIP 13 NORTH, RANGE 72 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0704 ***********************************************************************
 MO0704  DESIGNATION -  V 317
 MO0704  PID         -  MO0704
 MO0704  STATE/COUNTY-  WY/ALBANY
 MO0704  USGS QUAD   -  COOPER LAKE NORTH (1981)
 MO0704
 MO0704                         *CURRENT SURVEY CONTROL
 MO0704  ___________________________________________________________________
 MO0704* NAD 83(1986)-  41 39 57.     (N)    105 48 09.     (W)     SCALED    
 MO0704* NAVD 88     -      2172.735  (meters)    7128.38   (feet)  ADJUSTED  
 MO0704  ___________________________________________________________________
 MO0704  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 MO0704  DYNAMIC HT  -        2170.892 (meters)    7122.33  (feet)  COMP
 MO0704  MODELED GRAV-     979,695.8   (mgal)                       NAVD 88
 MO0704
 MO0704  VERT ORDER  -  FIRST     CLASS II
 MO0704
 MO0704.The horizontal coordinates were scaled from a topographic map and have
 MO0704.an estimated accuracy of +/- 6 seconds.
 MO0704
 MO0704.The orthometric height was determined by differential leveling
 MO0704.and adjusted by the National Geodetic Survey in June 1991..
 MO0704
 MO0704.The geoid height was determined by GEOID03.
 MO0704
 MO0704.The dynamic height is computed by dividing the NAVD 88
 MO0704.geopotential number by the normal gravity value computed on the
 MO0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0704.degrees latitude (g = 980.6199 gals.).
 MO0704
 MO0704.The modeled gravity was interpolated from observed gravity values.
 MO0704
 MO0704;                    North         East    Units  Estimated Accuracy
 MO0704;SPC WY E     -   129,660.      147,050.      MT  (+/- 180 meters Scaled)
 MO0704
 MO0704                          SUPERSEDED SURVEY CONTROL
 MO0704
 MO0704  NGVD 29 (??/??/92) 2171.662  (m)         7124.86   (f) ADJ UNCH    1 2
 MO0704
 MO0704.Superseded values are not recommended for survey control.
 MO0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0704.See file dsdata.txt to determine how the superseded data were derived.
 MO0704
 MO0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG331129(NAD 83)
 MO0704_MARKER: DB = BENCH MARK DISK
 MO0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0704_STAMPING: V 317
 MO0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0704+STABILITY: SURFACE MOTION
 MO0704
 MO0704  HISTORY     - Date     Condition        Report By
 MO0704  HISTORY     - UNK      MONUMENTED       CGS
 MO0704  HISTORY     - 1947     GOOD             NGS
 MO0704  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0704  HISTORY     - 19990823 MARK NOT FOUND   WYDT
 MO0704
 MO0704                          STATION DESCRIPTION
 MO0704
 MO0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0704'AT LOOKOUT.
 MO0704'AT LOOKOUT, 595.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MO0704'UNION PACIFIC RAILWAY STATION, 79.4 FEET SOUTHWEST OF THE
 MO0704'SOUTHWEST RAIL OF THE SOUTHWEST TRACK AND 1 FOOT LOWER, 73.2
 MO0704'FEET EAST OF THE EAST CORNER OF A SMALL FRAME HOUSE, 11.0 FEET
 MO0704'NORTHWEST OF THE TENTH POLE SOUTHEAST OF MILEPOST 594, 3.0
 MO0704'FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 MO0704'POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MO0704
 MO0704                          STATION RECOVERY (1983)
 MO0704
 MO0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0704'THERE HAS BEEN GRADING AT THIS LOCATION.
 MO0704
 MO0704                          STATION RECOVERY (1999)
 MO0704
 MO0704'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0704'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION.  PHONE NUMBER
 MO0704'307-777-3819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0253 ***********************************************************************
 MP0253  DESIGNATION -  V 318
 MP0253  PID         -  MP0253
 MP0253  STATE/COUNTY-  WY/CARBON
 MP0253  USGS QUAD   -  RAWLINS (1981)
 MP0253
 MP0253                         *CURRENT SURVEY CONTROL
 MP0253  ___________________________________________________________________
 MP0253* NAD 83(1986)-  41 47 15.     (N)    107 14 30.     (W)     SCALED    
 MP0253* NAVD 88     -      2064.406  (meters)    6772.97   (feet)  ADJUSTED  
 MP0253  ___________________________________________________________________
 MP0253  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 MP0253  DYNAMIC HT  -        2062.662 (meters)    6767.25  (feet)  COMP
 MP0253  MODELED GRAV-     979,703.9   (mgal)                       NAVD 88
 MP0253
 MP0253  VERT ORDER  -  FIRST     CLASS II
 MP0253
 MP0253.The horizontal coordinates were scaled from a topographic map and have
 MP0253.an estimated accuracy of +/- 6 seconds.
 MP0253
 MP0253.The orthometric height was determined by differential leveling
 MP0253.and adjusted by the National Geodetic Survey in June 1991..
 MP0253.WARNING-Repeat measurements at this control monument indicate possible
 MP0253.vertical movement.
 MP0253
 MP0253.The geoid height was determined by GEOID03.
 MP0253
 MP0253.The dynamic height is computed by dividing the NAVD 88
 MP0253.geopotential number by the normal gravity value computed on the
 MP0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0253.degrees latitude (g = 980.6199 gals.).
 MP0253
 MP0253.The modeled gravity was interpolated from observed gravity values.
 MP0253
 MP0253;                    North         East    Units  Estimated Accuracy
 MP0253;SPC WYEC     -   242,980.      407,620.      MT  (+/- 180 meters Scaled)
 MP0253
 MP0253                          SUPERSEDED SURVEY CONTROL
 MP0253
 MP0253  NGVD 29 (06/08/92) 2063.260  (m)         6769.21   (f) ADJUSTED    1 2
 MP0253
 MP0253.Superseded values are not recommended for survey control.
 MP0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0253.See file dsdata.txt to determine how the superseded data were derived.
 MP0253
 MP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG137286(NAD 83)
 MP0253_MARKER: DB = BENCH MARK DISK
 MP0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0253_SP_SET: FOUNDATION
 MP0253_STAMPING: V 318 1947
 MP0253_MARK LOGO: CGS   
 MP0253_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MP0253+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1996
 MP0253
 MP0253  HISTORY     - Date     Condition        Report By
 MP0253  HISTORY     - 1947     MONUMENTED       CGS
 MP0253  HISTORY     - 1956     GOOD             NGS
 MP0253  HISTORY     - 1982     GOOD             NGS
 MP0253  HISTORY     - 1983     GOOD             NGS
 MP0253  HISTORY     - 19960728 GOOD             NGS
 MP0253
 MP0253                          STATION DESCRIPTION
 MP0253
 MP0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0253'IN RAWLINS.
 MP0253'AT RAWLINS, SET IN THE TOP OF THE FOUNDATION OF THE WEST SIDE OF THE
 MP0253'POST OFFICE, 17.2 FEET NORTH OF THE CENTER OF THE WEST ENTRANCE, 11.3
 MP0253'FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 2 FEET ABOVE THE
 MP0253'GROUND, IN THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 21 NORTH, RANGE
 MP0253'87 WEST.
 MP0253
 MP0253                          STATION RECOVERY (1982)
 MP0253
 MP0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MP0253'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN RAWLINS, IN
 MP0253'TOP OF THE FOUNDATION OF THE POST OFFICE AT 523 WEST CEDAR STREET,
 MP0253'16.2 METERS (53.1 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING,
 MP0253'5.3 METERS (17.4 FT) NORTH OF THE CENTER OF THE WEST ENTRANCE,
 MP0253'0.8 METER (2.6 FT) NORTH OF THE FIRST WINDOW NORTH OF THE WEST
 MP0253'ENTRANCE, AND 0.3 METER (1.0 FT) WEST OF THE WEST FACE OF THE
 MP0253'BUILDING.  NOTE--A NEW POST OFFICE IS SUPPOSED TO BE BUILT AND THIS
 MP0253'MARK MAY BE DESTROYED IF THE OLD POST OFFICE IS DESTROYED.  THIS
 MP0253'DESCRIPTION WAS MEASURED BY THE VERTICAL CONTROL PARTY AND COPIED BY
 MP0253'MARK MAINTENANCE.
 MP0253'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
 MP0253
 MP0253                          STATION RECOVERY (1983)
 MP0253
 MP0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0253'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN RAWLINS, AT
 MP0253'523 WEST CEDAR STREET, IN TOP OF THE FOUNDATION OF THE POST OFFICE,
 MP0253'16.2 METERS (53.1 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING,
 MP0253'5.3 METERS (17.4 FT) NORTH OF THE CENTER OF THE WEST ENTRANCE, 0.8
 MP0253'METER (2.6 FT) NORTH OF THE FIRST WINDOW NORTH OF THE WEST ENTRANCE,
 MP0253'AND 0.3 METER (1.0 FT) WEST OF THE WEST FACE OF THE BUILDING.
 MP0253'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
 MP0253
 MP0253                          STATION RECOVERY (1996)
 MP0253
 MP0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DW)
 MP0253'OTHER ALIASES INCLUDE NN 617 AND DOD 5251-2. STATION IS AT FORMER US
 MP0253'POST OFFICE (BUILT 1909) IN DOWNTOWN RAWLINS, WYOMING.  STATION IS
 MP0253'0.17 MI (0.27 KM) SSW OF CARBON COUNTY COURTHOUSE.  BUILDING IS NOW
 MP0253'OWNED AND CURRENTLY BEING RENOVATED BY CITY.  TO ACCESS FROM EXIT 215
 MP0253'OF INTERSTATE 80/US 30/US 287, GO WEST ON CEDAR STREET (BL 80/US BUSI
 MP0253'30 WEST/US BUSI 287 NORTH) FOR 2.3 MI (3.7 KM) TO INTERSECTION OF WEST
 MP0253'CEDAR STREET AND 6TH STREET AND OLD POST OFFICE ON RIGHT AT 325 W
 MP0253'CEDAR STREET.  STATION IS ON TOP OF GRANITE FOUNDATION ON WSW SIDE OF
 MP0253'BUILDING, 16.2 M (53.1 FT) SSE OF WNW CORNER, 5.3 M (17.4 FT) NNW OF
 MP0253'CENTER OF WSW ENTRANCE, 0.8 M (2.6 FT) NNW OF FIRST WINDOW NNW OF WSW
 MP0253'ENTRANCE, 0.3 M (1.0 FT) WSW OF WSW FACE OF BUILDING AND 0.9 M (3.0
 MP0253'FT) ABOVE SIDEWALK LEVEL. DISK FACES ENE.  GRAVITY MEASUREMENTS MADE
 MP0253'FACING NORTH.  STATION IS ABOUT 14 M (45.9 FT) NNW OF BASE STATION
 MP0253'RAWLINS B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0196 ***********************************************************************
 MP0196  DESIGNATION -  V 319
 MP0196  PID         -  MP0196
 MP0196  STATE/COUNTY-  WY/CARBON
 MP0196  USGS QUAD   -  WALCOTT (1982)
 MP0196
 MP0196                         *CURRENT SURVEY CONTROL
 MP0196  ___________________________________________________________________
 MP0196* NAD 83(1986)-  41 46 40.     (N)    106 48 46.     (W)     SCALED    
 MP0196* NAVD 88     -      2032.238  (meters)    6667.43   (feet)  ADJUSTED  
 MP0196  ___________________________________________________________________
 MP0196  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 MP0196  DYNAMIC HT  -        2030.453 (meters)    6661.58  (feet)  COMP
 MP0196  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 MP0196
 MP0196  VERT ORDER  -  FIRST     CLASS II
 MP0196
 MP0196.The horizontal coordinates were scaled from a topographic map and have
 MP0196.an estimated accuracy of +/- 6 seconds.
 MP0196
 MP0196.The orthometric height was determined by differential leveling
 MP0196.and adjusted by the National Geodetic Survey in June 1991..
 MP0196
 MP0196.The geoid height was determined by GEOID03.
 MP0196
 MP0196.The dynamic height is computed by dividing the NAVD 88
 MP0196.geopotential number by the normal gravity value computed on the
 MP0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0196.degrees latitude (g = 980.6199 gals.).
 MP0196
 MP0196.The modeled gravity was interpolated from observed gravity values.
 MP0196
 MP0196;                    North         East    Units  Estimated Accuracy
 MP0196;SPC WYEC     -   242,030.      443,280.      MT  (+/- 180 meters Scaled)
 MP0196
 MP0196                          SUPERSEDED SURVEY CONTROL
 MP0196
 MP0196  NGVD 29 (06/08/92) 2031.022  (m)         6663.44   (f) ADJUSTED    1 2
 MP0196
 MP0196.Superseded values are not recommended for survey control.
 MP0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0196.See file dsdata.txt to determine how the superseded data were derived.
 MP0196
 MP0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG493266(NAD 83)
 MP0196_MARKER: DB = BENCH MARK DISK
 MP0196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0196_STAMPING: V 319 1947
 MP0196_MARK LOGO: CGS   
 MP0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0196+STABILITY: SURFACE MOTION
 MP0196
 MP0196  HISTORY     - Date     Condition        Report By
 MP0196  HISTORY     - 1947     MONUMENTED       CGS
 MP0196  HISTORY     - 1983     GOOD             NGS
 MP0196
 MP0196                          STATION DESCRIPTION
 MP0196
 MP0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0196'2.1 MI E FROM WALCOTT.
 MP0196'2.1 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0196'WALCOTT, 9 1/2 POLES EAST OF MILEPOST 660, 8.0 FEET NORTHWEST OF THE
 MP0196'NORTHWEST RAIL OF THE NORTHWEST TRACK AND 1.5 FEET LOWER, SET IN A
 MP0196'DRILL HOLE IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 MP0196'ABUTMENT OF RAILWAY BRIDGE 659.76.
 MP0196
 MP0196                          STATION RECOVERY (1983)
 MP0196
 MP0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0196'RECOVERED IN GOOD CONDITION EXCEPT DELETE RAILWAY BRIDGE 659.76.  ADD
 MP0196'19.8 METERS (65.0 FT) EAST OF THE NORTHEAST CORNER OF A SMALL METAL
 MP0196'BUILDING, 2.6 METERS (8.5 FT) SOUTHEAST OF THE CENTER OF A ROAD
 MP0196'PARALLELING THE TRACKS, AND 8.7 METERS (28.5 FT) SOUTHEAST OF A
 MP0196'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0014 ***********************************************************************
 OV0014  DESIGNATION -  V 32
 OV0014  PID         -  OV0014
 OV0014  STATE/COUNTY-  WY/NATRONA
 OV0014  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0014
 OV0014                         *CURRENT SURVEY CONTROL
 OV0014  ___________________________________________________________________
 OV0014* NAD 83(1986)-  43 04 44.     (N)    106 20 53.     (W)     SCALED    
 OV0014* NAVD 88     -      1691.759  (meters)    5550.38   (feet)  ADJUSTED  
 OV0014  ___________________________________________________________________
 OV0014  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 OV0014  DYNAMIC HT  -        1690.695 (meters)    5546.89  (feet)  COMP
 OV0014  MODELED GRAV-     979,931.1   (mgal)                       NAVD 88
 OV0014
 OV0014  VERT ORDER  -  FIRST     CLASS II
 OV0014
 OV0014.The horizontal coordinates were scaled from a topographic map and have
 OV0014.an estimated accuracy of +/- 6 seconds.
 OV0014
 OV0014.The orthometric height was determined by differential leveling
 OV0014.and adjusted by the National Geodetic Survey in June 1991..
 OV0014
 OV0014.The geoid height was determined by GEOID03.
 OV0014
 OV0014.The dynamic height is computed by dividing the NAVD 88
 OV0014.geopotential number by the normal gravity value computed on the
 OV0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0014.degrees latitude (g = 980.6199 gals.).
 OV0014
 OV0014.The modeled gravity was interpolated from observed gravity values.
 OV0014
 OV0014;                    North         East    Units  Estimated Accuracy
 OV0014;SPC WYEC     -   386,890.      480,230.      MT  (+/- 180 meters Scaled)
 OV0014
 OV0014                          SUPERSEDED SURVEY CONTROL
 OV0014
 OV0014  NGVD 29 (??/??/92) 1690.846  (m)         5547.38   (f) ADJ UNCH    1 2
 OV0014
 OV0014.Superseded values are not recommended for survey control.
 OV0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0014.See file dsdata.txt to determine how the superseded data were derived.
 OV0014
 OV0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH902704(NAD 83)
 OV0014_MARKER: DB = BENCH MARK DISK
 OV0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0014_SP_SET: CONCRETE POST
 OV0014_STAMPING: V 32 1933
 OV0014_MARK LOGO: CGS   
 OV0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0014+STABILITY: SURFACE MOTION
 OV0014
 OV0014  HISTORY     - Date     Condition        Report By
 OV0014  HISTORY     - 1933     MONUMENTED       CGS
 OV0014  HISTORY     - 1968     GOOD             USGS
 OV0014  HISTORY     - 1985     GOOD             NGS
 OV0014
 OV0014                          STATION DESCRIPTION
 OV0014
 OV0014'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0014'15 MI N FROM CASPER.
 OV0014'FROM THE JUNCTION OF INTERSTATE 25 AND CENTER ST. IN CASPER, PROCEED
 OV0014'NORTH ON INTERSTATE 25 AND U.S. 87 FOR 10.8 MILES TO A PLACE WHERE THE
 OV0014'OLD U.S. 87 CROSSES THE NEW U.S. 87 IN A NW/SE DIRECTION, THENCE LEFT
 OV0014'THRU WIRE GATE, NW, ALONG OLD HIGHWAY 5.0 MILES TO BM ON RIGHT, 44 FT.
 OV0014'E. OF CENTER OF OLD HIGHWAY, AT THE NORTH END OF A LONG HILL. A
 OV0014'STANDARD DISK SET IN A CONCRETE POST.
 OV0014
 OV0014                          STATION RECOVERY (1985)
 OV0014
 OV0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0014'RECOVERED IN GOOD CONDITION.  EXCEPT THE HIGHWAY DESCRIBED IS NOW
 OV0014'ABANDONED AND SERVING AS A RANCH ACCESS ROAD. NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0454 ***********************************************************************
 MO0454  DESIGNATION -  V 320
 MO0454  PID         -  MO0454
 MO0454  STATE/COUNTY-  WY/LARAMIE
 MO0454  USGS QUAD   -  GRANITE (1978)
 MO0454
 MO0454                         *CURRENT SURVEY CONTROL
 MO0454  ___________________________________________________________________
 MO0454* NAD 83(1986)-  41 05 59.     (N)    105 10 40.     (W)     SCALED    
 MO0454* NAVD 88     -      2251.667  (meters)    7387.34   (feet)  ADJUSTED  
 MO0454  ___________________________________________________________________
 MO0454  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 MO0454  DYNAMIC HT  -        2249.631 (meters)    7380.66  (feet)  COMP
 MO0454  MODELED GRAV-     979,637.9   (mgal)                       NAVD 88
 MO0454
 MO0454  VERT ORDER  -  FIRST     CLASS II
 MO0454
 MO0454.The horizontal coordinates were scaled from a topographic map and have
 MO0454.an estimated accuracy of +/- 6 seconds.
 MO0454
 MO0454.The orthometric height was determined by differential leveling
 MO0454.and adjusted by the National Geodetic Survey in June 1991..
 MO0454
 MO0454.The geoid height was determined by GEOID03.
 MO0454
 MO0454.The dynamic height is computed by dividing the NAVD 88
 MO0454.geopotential number by the normal gravity value computed on the
 MO0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0454.degrees latitude (g = 980.6199 gals.).
 MO0454
 MO0454.The modeled gravity was interpolated from observed gravity values.
 MO0454
 MO0454;                    North         East    Units  Estimated Accuracy
 MO0454;SPC WY E     -    66,600.      199,070.      MT  (+/- 180 meters Scaled)
 MO0454
 MO0454                          SUPERSEDED SURVEY CONTROL
 MO0454
 MO0454  NGVD 29 (06/08/92) 2250.576  (m)         7383.76   (f) ADJUSTED    1 2
 MO0454
 MO0454.Superseded values are not recommended for survey control.
 MO0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0454.See file dsdata.txt to determine how the superseded data were derived.
 MO0454
 MO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF850498(NAD 83)
 MO0454_MARKER: DB = BENCH MARK DISK
 MO0454_SETTING: 66 = SET IN ROCK OUTCROP
 MO0454_SP_SET: GRANITE OUTCROP
 MO0454_STAMPING: V 320 1947
 MO0454_MARK LOGO: CGS   
 MO0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0454+STABILITY: POSITION/ELEVATION WELL
 MO0454
 MO0454  HISTORY     - Date     Condition        Report By
 MO0454  HISTORY     - 1947     MONUMENTED       CGS
 MO0454  HISTORY     - 1956     GOOD             NGS
 MO0454  HISTORY     - 1983     GOOD             NGS
 MO0454  HISTORY     - 1985     GOOD             DMA
 MO0454
 MO0454                          STATION DESCRIPTION
 MO0454
 MO0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0454'1 MI W FROM GRANITE CANON.
 MO0454'1.0 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0454'AT GRANITE CANON, 0.4 MILE WEST OF A GRAVEL LOADING CHUTE, 3
 MO0454'POLES WEST OF A BLOCK SIGNAL, 4 POLES EAST OF A BLOCK SIGNAL,
 MO0454'AT THE WEST END OF A SIDE TRACK, 25 YARDS NORTHEAST OF THE
 MO0454'NORTHEAST CORNER OF A WATCHMANS BUILDING, 51 FEET NORTH OF THE
 MO0454'NORTH RAIL OF THE NORTH MAIN LINE TRACK, 45 FEET EAST OF THE
 MO0454'HIGHEST POINT OF A GRANITE OUTCROP, ON THE EAST SLOPE OF A
 MO0454'RIDGE, 7 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A
 MO0454'LARGE GRANITE BOULDER, IN THE NORTHEAST 1/4 OF SECTION 13,
 MO0454'TOWNSHIP 13 NORTH, RANGE 70 WEST.
 MO0454
 MO0454                          STATION RECOVERY (1983)
 MO0454
 MO0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0454'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0454'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0454'80 IN CHEYENNE, THENCE 32.6 KM (20.25 MI) WESTERLY ALONG THE UNION
 MO0454'PACIFIC RAILROAD.
 MO0454
 MO0454                          STATION RECOVERY (1985)
 MO0454
 MO0454'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0731 ***********************************************************************
 MO0731  DESIGNATION -  V 321
 MO0731  PID         -  MO0731
 MO0731  STATE/COUNTY-  WY/ALBANY
 MO0731  USGS QUAD   -  WILCOX (1981)
 MO0731
 MO0731                         *CURRENT SURVEY CONTROL
 MO0731  ___________________________________________________________________
 MO0731* NAD 83(1986)-  41 48 26.     (N)    105 59 10.     (W)     SCALED    
 MO0731* NAVD 88     -      2122.114  (meters)    6962.30   (feet)  ADJUSTED  
 MO0731  ___________________________________________________________________
 MO0731  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 MO0731  DYNAMIC HT  -        2120.320 (meters)    6956.42  (feet)  COMP
 MO0731  MODELED GRAV-     979,700.9   (mgal)                       NAVD 88
 MO0731
 MO0731  VERT ORDER  -  FIRST     CLASS II
 MO0731
 MO0731.The horizontal coordinates were scaled from a topographic map and have
 MO0731.an estimated accuracy of +/- 6 seconds.
 MO0731
 MO0731.The orthometric height was determined by differential leveling
 MO0731.and adjusted by the National Geodetic Survey in June 1991..
 MO0731.WARNING-Repeat measurements at this control monument indicate possible
 MO0731.vertical movement.
 MO0731
 MO0731.The geoid height was determined by GEOID03.
 MO0731
 MO0731.The dynamic height is computed by dividing the NAVD 88
 MO0731.geopotential number by the normal gravity value computed on the
 MO0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0731.degrees latitude (g = 980.6199 gals.).
 MO0731
 MO0731.The modeled gravity was interpolated from observed gravity values.
 MO0731
 MO0731;                    North         East    Units  Estimated Accuracy
 MO0731;SPC WY E     -   145,490.      131,910.      MT  (+/- 180 meters Scaled)
 MO0731
 MO0731                          SUPERSEDED SURVEY CONTROL
 MO0731
 MO0731  NGVD 29 (06/08/92) 2120.984  (m)         6958.60   (f) ADJUSTED    1 2
 MO0731
 MO0731.Superseded values are not recommended for survey control.
 MO0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0731.See file dsdata.txt to determine how the superseded data were derived.
 MO0731
 MO0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG180288(NAD 83)
 MO0731_MARKER: DB = BENCH MARK DISK
 MO0731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MO0731_STAMPING: V 321 1947
 MO0731_MARK LOGO: CGS   
 MO0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0731+STABILITY: SURFACE MOTION
 MO0731
 MO0731  HISTORY     - Date     Condition        Report By
 MO0731  HISTORY     - 1947     MONUMENTED       CGS
 MO0731  HISTORY     - 1958     GOOD             NGS
 MO0731  HISTORY     - 1983     GOOD             NGS
 MO0731
 MO0731                          STATION DESCRIPTION
 MO0731
 MO0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MO0731'4.3 MI N FROM ROCK RIVER.
 MO0731'4.3 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MO0731'TANK AT ROCK RIVER, 8 POLES SOUTHEAST OF MILE POST NO. 610,
 MO0731'AT THE CROSSING OF AN IRRIGATION CANAL, 258.5 FEET NORTHEAST
 MO0731'OF THE NORTHEAST RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE
 MO0731'TRACKS, 23.0 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 MO0731'NO. 30, SET IN THE TOP OF AND 1.0 FOOT SOUTHEAST OF THE
 MO0731'NORTHWEST END OF THE SOUTHWEST HEADWALL OF A 4 X 8-FOOT
 MO0731'CONCRETE CULVERT UNDER THE HIGHWAY, ABOUT THE SAME ELEVATION AS
 MO0731'THE HIGHWAY.
 MO0731
 MO0731                          STATION RECOVERY (1958)
 MO0731
 MO0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 MO0731'RECOVERED IN GOOD CONDITION.
 MO0731
 MO0731                          STATION RECOVERY (1983)
 MO0731
 MO0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0731'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.0 KM
 MO0731'(4.35 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0731'STATION IN ROCK RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0024 ***********************************************************************
 MP0024  DESIGNATION -  V 322
 MP0024  PID         -  MP0024
 MP0024  STATE/COUNTY-  WY/CARBON
 MP0024  USGS QUAD   -  COMO EAST (1971)
 MP0024
 MP0024                         *CURRENT SURVEY CONTROL
 MP0024  ___________________________________________________________________
 MP0024* NAD 83(1986)-  41 54 06.     (N)    106 18 48.     (W)     SCALED    
 MP0024* NAVD 88     -      2031.759  (meters)    6665.86   (feet)  ADJUSTED  
 MP0024  ___________________________________________________________________
 MP0024  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 MP0024  DYNAMIC HT  -        2030.002 (meters)    6660.10  (feet)  COMP
 MP0024  MODELED GRAV-     979,685.8   (mgal)                       NAVD 88
 MP0024
 MP0024  VERT ORDER  -  FIRST     CLASS II
 MP0024
 MP0024.The horizontal coordinates were scaled from a topographic map and have
 MP0024.an estimated accuracy of +/- 6 seconds.
 MP0024
 MP0024.The orthometric height was determined by differential leveling
 MP0024.and adjusted by the National Geodetic Survey in June 1991..
 MP0024
 MP0024.The geoid height was determined by GEOID03.
 MP0024
 MP0024.The dynamic height is computed by dividing the NAVD 88
 MP0024.geopotential number by the normal gravity value computed on the
 MP0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0024.degrees latitude (g = 980.6199 gals.).
 MP0024
 MP0024.The modeled gravity was interpolated from observed gravity values.
 MP0024
 MP0024;                    North         East    Units  Estimated Accuracy
 MP0024;SPC WYEC     -   256,160.      484,630.      MT  (+/- 180 meters Scaled)
 MP0024
 MP0024                          SUPERSEDED SURVEY CONTROL
 MP0024
 MP0024  NGVD 29 (??/??/92) 2030.577  (m)         6661.98   (f) ADJ UNCH    1 2
 MP0024
 MP0024.Superseded values are not recommended for survey control.
 MP0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0024.See file dsdata.txt to determine how the superseded data were derived.
 MP0024
 MP0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG910396(NAD 83)
 MP0024_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MP0024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0024_STAMPING: V 322 1947
 MP0024_MARK LOGO: CGS   
 MP0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0024+STABILITY: SURFACE MOTION
 MP0024
 MP0024  HISTORY     - Date     Condition        Report By
 MP0024  HISTORY     - 1947     MONUMENTED       CGS
 MP0024  HISTORY     - 1971     GOOD             USGS
 MP0024  HISTORY     - 1983     GOOD             NGS
 MP0024
 MP0024                          STATION DESCRIPTION
 MP0024
 MP0024'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 MP0024'5.8 MI W FROM MEDICINE BOW.
 MP0024'5.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0024'MEDICINE BOW, THENCE SOUTH ABOUT 250 FEET TO THE REMAINS OF A CONCRETE
 MP0024'BRIDGE IN THE OLD RAILROAD GRADE, AT THE NORTH END OF THE WEST
 MP0024'ABUTMENT OF THE BRIDGE AND ABOUT 0.5 FEET BELOW THE GRADE.  A BRASS
 MP0024'CAP STAMPED, V 322 1947.
 MP0024
 MP0024                          STATION RECOVERY (1983)
 MP0024
 MP0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0024'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.  A
 MP0024'NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI) WEST ALONG THE UNION PACIFIC
 MP0024'RAILROAD FROM THE STATION IN MEDICINE BOW, THENCE 7.0 KM (4.35 MI)
 MP0024'SOUTHWESTERLY ALONG THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0185 ***********************************************************************
 MP0185  DESIGNATION -  V 323
 MP0185  PID         -  MP0185
 MP0185  STATE/COUNTY-  WY/CARBON
 MP0185  USGS QUAD   -  DANA (1982)
 MP0185
 MP0185                         *CURRENT SURVEY CONTROL
 MP0185  ___________________________________________________________________
 MP0185* NAD 83(1986)-  41 50 17.     (N)    106 41 24.     (W)     SCALED    
 MP0185* NAVD 88     -      2081.358  (meters)    6828.59   (feet)  ADJUSTED  
 MP0185  ___________________________________________________________________
 MP0185  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 MP0185  DYNAMIC HT  -        2079.478 (meters)    6822.42  (feet)  COMP
 MP0185  MODELED GRAV-     979,645.8   (mgal)                       NAVD 88
 MP0185
 MP0185  VERT ORDER  -  FIRST     CLASS II
 MP0185
 MP0185.The horizontal coordinates were scaled from a topographic map and have
 MP0185.an estimated accuracy of +/- 6 seconds.
 MP0185
 MP0185.The orthometric height was determined by differential leveling
 MP0185.and adjusted by the National Geodetic Survey in June 1991..
 MP0185
 MP0185.The geoid height was determined by GEOID03.
 MP0185
 MP0185.The dynamic height is computed by dividing the NAVD 88
 MP0185.geopotential number by the normal gravity value computed on the
 MP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0185.degrees latitude (g = 980.6199 gals.).
 MP0185
 MP0185.The modeled gravity was interpolated from observed gravity values.
 MP0185
 MP0185;                    North         East    Units  Estimated Accuracy
 MP0185;SPC WYEC     -   248,790.      453,430.      MT  (+/- 180 meters Scaled)
 MP0185
 MP0185                          SUPERSEDED SURVEY CONTROL
 MP0185
 MP0185  NGVD 29 (06/08/92) 2080.092  (m)         6824.44   (f) ADJUSTED    1 2
 MP0185
 MP0185.Superseded values are not recommended for survey control.
 MP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0185.See file dsdata.txt to determine how the superseded data were derived.
 MP0185
 MP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG596331(NAD 83)
 MP0185_MARKER: DB = BENCH MARK DISK
 MP0185_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0185_STAMPING: V 323 1947
 MP0185_MARK LOGO: CGS   
 MP0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0185+STABILITY: SURFACE MOTION
 MP0185
 MP0185  HISTORY     - Date     Condition        Report By
 MP0185  HISTORY     - 1947     MONUMENTED       CGS
 MP0185  HISTORY     - 1983     GOOD             NGS
 MP0185
 MP0185                          STATION DESCRIPTION
 MP0185
 MP0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0185'7.55 MI W FROM HANNA.
 MP0185'7.55 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0185'HANNA, 14 TELEPHONE POLES EAST OF MILE POST NO.651, 18.2 FEET
 MP0185'NORTHWEST OF THE NORTHWEST RAIL OF THE WEST BOUND TRACK OF THE MAIN
 MP0185'LINE TRACKS, SET IN THE TOP OF AND 0.9 FOOT SOUTH OF THE NORTH CORNER
 MP0185'OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE UNDERPASS
 MP0185'AND CULVERT FOR A SMALL ROAD AND DRY WASH, ABOUT 8 FEET BELOW THE
 MP0185'TRACKS.
 MP0185
 MP0185                          STATION RECOVERY (1983)
 MP0185
 MP0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0185'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.2 KM
 MP0185'(7.6 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MP0185'HANNA.  ADD IN CULVERT NUMBER 65067.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0179 ***********************************************************************
 OW0179  DESIGNATION -  V 326
 OW0179  PID         -  OW0179
 OW0179  STATE/COUNTY-  WY/WASHAKIE
 OW0179  USGS QUAD   -  NEIBER (1985)
 OW0179
 OW0179                         *CURRENT SURVEY CONTROL
 OW0179  ___________________________________________________________________
 OW0179* NAD 83(1986)-  43 54 05.     (N)    108 06 28.     (W)     SCALED    
 OW0179* NAVD 88     -      1291.066  (meters)    4235.77   (feet)  ADJUSTED  
 OW0179  ___________________________________________________________________
 OW0179  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 OW0179  DYNAMIC HT  -        1290.421 (meters)    4233.66  (feet)  COMP
 OW0179  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 OW0179
 OW0179  VERT ORDER  -  FIRST     CLASS II
 OW0179
 OW0179.The horizontal coordinates were scaled from a topographic map and have
 OW0179.an estimated accuracy of +/- 6 seconds.
 OW0179
 OW0179.The orthometric height was determined by differential leveling
 OW0179.and adjusted by the National Geodetic Survey in June 1991..
 OW0179
 OW0179.The geoid height was determined by GEOID03.
 OW0179
 OW0179.The dynamic height is computed by dividing the NAVD 88
 OW0179.geopotential number by the normal gravity value computed on the
 OW0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0179.degrees latitude (g = 980.6199 gals.).
 OW0179
 OW0179.The modeled gravity was interpolated from observed gravity values.
 OW0179
 OW0179;                    North         East    Units  Estimated Accuracy
 OW0179;SPC WYEC     -   478,090.      337,790.      MT  (+/- 180 meters Scaled)
 OW0179
 OW0179                          SUPERSEDED SURVEY CONTROL
 OW0179
 OW0179  NGVD 29 (06/08/92) 1290.246  (m)         4233.08   (f) ADJUSTED    1 2
 OW0179
 OW0179.Superseded values are not recommended for survey control.
 OW0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0179.See file dsdata.txt to determine how the superseded data were derived.
 OW0179
 OW0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP322649(NAD 83)
 OW0179_MARKER: I = METAL ROD
 OW0179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0179_SP_SET: STAINLESS STEEL ROD
 OW0179_STAMPING: V 326 1982
 OW0179_MARK LOGO: NGS   
 OW0179_PROJECTION: FLUSH
 OW0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0179_ROD/PIPE-DEPTH: 10.4 meters
 OW0179
 OW0179  HISTORY     - Date     Condition        Report By
 OW0179  HISTORY     - 1982     MONUMENTED       NGS
 OW0179
 OW0179                          STATION DESCRIPTION
 OW0179
 OW0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0179'18.7 KM (11.6 MI) SW FROM WORLAND.
 OW0179'18.7 KM (11.6 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 OW0179'JUNCTION WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.3
 OW0179'KM (0.2 MI) SOUTHWEST OF MILEPOST 154 AND 45.1 METERS (148.0 FT)
 OW0179'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 OW0179'POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0179'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 OW0179'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0216 ***********************************************************************
 OW0216  DESIGNATION -  V 327
 OW0216  PID         -  OW0216
 OW0216  STATE/COUNTY-  WY/HOT SPRINGS
 OW0216  USGS QUAD   -  BOYSEN (1978)
 OW0216
 OW0216                         *CURRENT SURVEY CONTROL
 OW0216  ___________________________________________________________________
 OW0216* NAD 83(1986)-  43 29 35.     (N)    108 09 28.     (W)     SCALED    
 OW0216* NAVD 88     -      1388.940  (meters)    4556.88   (feet)  ADJUSTED  
 OW0216  ___________________________________________________________________
 OW0216  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 OW0216  DYNAMIC HT  -        1388.159 (meters)    4554.32  (feet)  COMP
 OW0216  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 OW0216
 OW0216  VERT ORDER  -  FIRST     CLASS II
 OW0216
 OW0216.The horizontal coordinates were scaled from a topographic map and have
 OW0216.an estimated accuracy of +/- 6 seconds.
 OW0216
 OW0216.The orthometric height was determined by differential leveling
 OW0216.and adjusted by the National Geodetic Survey in June 1991..
 OW0216
 OW0216.The geoid height was determined by GEOID03.
 OW0216
 OW0216.The dynamic height is computed by dividing the NAVD 88
 OW0216.geopotential number by the normal gravity value computed on the
 OW0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0216.degrees latitude (g = 980.6199 gals.).
 OW0216
 OW0216.The modeled gravity was interpolated from observed gravity values.
 OW0216
 OW0216;                    North         East    Units  Estimated Accuracy
 OW0216;SPC WYWC     -   332,600.      647,900.      MT  (+/- 180 meters Scaled)
 OW0216
 OW0216                          SUPERSEDED SURVEY CONTROL
 OW0216
 OW0216  NGVD 29 (06/08/92) 1388.049  (m)         4553.96   (f) ADJUSTED    1 2
 OW0216
 OW0216.Superseded values are not recommended for survey control.
 OW0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0216.See file dsdata.txt to determine how the superseded data were derived.
 OW0216
 OW0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP298194(NAD 83)
 OW0216_MARKER: I = METAL ROD
 OW0216_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OW0216+WITH SETTING: INFORMATION.
 OW0216_SP_SET: SHALLOW SET METAL ROD
 OW0216_STAMPING: V 327 1982
 OW0216_MARK LOGO: NGS   
 OW0216_PROJECTION: FLUSH
 OW0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0216_ROD/PIPE-DEPTH: 1.5  meters
 OW0216
 OW0216  HISTORY     - Date     Condition        Report By
 OW0216  HISTORY     - 1982     MONUMENTED       NGS
 OW0216
 OW0216                          STATION DESCRIPTION
 OW0216
 OW0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0216'20.5 KM (12.75 MI) SOUT FROM THERMOPOLIS.
 OW0216'20.5 KM (12.75 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0216'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 0.3 KM (0.2 MI) SOUTH OF
 OW0216'MILEPOST 120, 30.8 METERS (101.0 FT) EAST OF THE CENTERLINE OF THE
 OW0216'HIGHWAY AND 17.7 METERS (58.1 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 OW0216'LEADING SOUTHEAST.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE
 OW0216'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0216'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 OW0216'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0260 ***********************************************************************
 PX0260  DESIGNATION -  V 328
 PX0260  PID         -  PX0260
 PX0260  STATE/COUNTY-  WY/BIG HORN
 PX0260  USGS QUAD   -  LOVELL (1978)
 PX0260
 PX0260                         *CURRENT SURVEY CONTROL
 PX0260  ___________________________________________________________________
 PX0260* NAD 83(1986)-  44 50 12.     (N)    108 24 37.     (W)     SCALED    
 PX0260* NAVD 88     -      1174.344  (meters)    3852.83   (feet)  ADJUSTED  
 PX0260  ___________________________________________________________________
 PX0260  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0260  DYNAMIC HT  -        1173.898 (meters)    3851.36  (feet)  COMP
 PX0260  MODELED GRAV-     980,197.6   (mgal)                       NAVD 88
 PX0260
 PX0260  VERT ORDER  -  FIRST     CLASS II
 PX0260
 PX0260.The horizontal coordinates were scaled from a topographic map and have
 PX0260.an estimated accuracy of +/- 6 seconds.
 PX0260
 PX0260.The orthometric height was determined by differential leveling
 PX0260.and adjusted by the National Geodetic Survey in June 1991..
 PX0260
 PX0260.The geoid height was determined by GEOID03.
 PX0260
 PX0260.The dynamic height is computed by dividing the NAVD 88
 PX0260.geopotential number by the normal gravity value computed on the
 PX0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0260.degrees latitude (g = 980.6199 gals.).
 PX0260
 PX0260.The modeled gravity was interpolated from observed gravity values.
 PX0260
 PX0260;                    North         East    Units  Estimated Accuracy
 PX0260;SPC WYEC     -   582,280.      314,850.      MT  (+/- 180 meters Scaled)
 PX0260
 PX0260                          SUPERSEDED SURVEY CONTROL
 PX0260
 PX0260  NGVD 29 (06/08/92) 1173.490  (m)         3850.03   (f) ADJUSTED    1 2
 PX0260
 PX0260.Superseded values are not recommended for survey control.
 PX0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0260.See file dsdata.txt to determine how the superseded data were derived.
 PX0260
 PX0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ046680(NAD 83)
 PX0260_MARKER: I = METAL ROD
 PX0260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0260_SP_SET: STAINLESS STEEL ROD
 PX0260_STAMPING: V 328 1982
 PX0260_MARK LOGO: NGS   
 PX0260_PROJECTION: FLUSH
 PX0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0260_ROD/PIPE-DEPTH: 6.1  meters
 PX0260
 PX0260  HISTORY     - Date     Condition        Report By
 PX0260  HISTORY     - 1982     MONUMENTED       NGS
 PX0260
 PX0260                          STATION DESCRIPTION
 PX0260
 PX0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0260'1.7 KM (1.05 MI) NW FROM LOVELL.
 PX0260'1.7 KM (1.05 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0260'JUNCTION WITH NEVADA STREET IN LOVELL, 0.3 KM (0.2 MI) EAST OF THE
 PX0260'JUNCTION OF STATE HIGHWAY 32, 51.8 METERS (169.9 FT) EAST OF THE
 PX0260'CENTER OF A FIELD ENTRANCE, 11.6 METERS (38.1 FT) SOUTH OF THE
 PX0260'CENTERLINE OF THE HIGHWAY AND 1.1 METERS (3.6 FT) EAST OF A UTILITY
 PX0260'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 PX0260'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 PX0260'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0291 ***********************************************************************
 PX0291  DESIGNATION -  V 329
 PX0291  PID         -  PX0291
 PX0291  STATE/COUNTY-  WY/BIG HORN
 PX0291  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0291
 PX0291                         *CURRENT SURVEY CONTROL
 PX0291  ___________________________________________________________________
 PX0291* NAD 83(1986)-  44 28 49.     (N)    108 03 20.     (W)     SCALED    
 PX0291* NAVD 88     -      1169.846  (meters)    3838.07   (feet)  ADJUSTED  
 PX0291  ___________________________________________________________________
 PX0291  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 PX0291  DYNAMIC HT  -        1169.382 (meters)    3836.55  (feet)  COMP
 PX0291  MODELED GRAV-     980,181.9   (mgal)                       NAVD 88
 PX0291
 PX0291  VERT ORDER  -  FIRST     CLASS II
 PX0291
 PX0291.The horizontal coordinates were scaled from a topographic map and have
 PX0291.an estimated accuracy of +/- 6 seconds.
 PX0291
 PX0291.The orthometric height was determined by differential leveling
 PX0291.and adjusted by the National Geodetic Survey in June 1991..
 PX0291
 PX0291.The geoid height was determined by GEOID03.
 PX0291
 PX0291.The dynamic height is computed by dividing the NAVD 88
 PX0291.geopotential number by the normal gravity value computed on the
 PX0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0291.degrees latitude (g = 980.6199 gals.).
 PX0291
 PX0291.The modeled gravity was interpolated from observed gravity values.
 PX0291
 PX0291;                    North         East    Units  Estimated Accuracy
 PX0291;SPC WYEC     -   542,370.      342,550.      MT  (+/- 180 meters Scaled)
 PX0291
 PX0291                          SUPERSEDED SURVEY CONTROL
 PX0291
 PX0291  NGVD 29 (06/08/92) 1169.055  (m)         3835.47   (f) ADJUSTED    1 2
 PX0291
 PX0291.Superseded values are not recommended for survey control.
 PX0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0291.See file dsdata.txt to determine how the superseded data were derived.
 PX0291
 PX0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ341294(NAD 83)
 PX0291_MARKER: DB = BENCH MARK DISK
 PX0291_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PX0291_SP_SET: ABUTMENT
 PX0291_STAMPING: V 329 1982
 PX0291_MARK LOGO: NGS   
 PX0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0291+STABILITY: POSITION/ELEVATION WELL
 PX0291
 PX0291  HISTORY     - Date     Condition        Report By
 PX0291  HISTORY     - 1982     MONUMENTED       NGS
 PX0291
 PX0291                          STATION DESCRIPTION
 PX0291
 PX0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0291'IN GREYBULL.
 PX0291'IN GREYBULL, AT THE INTERSECTION OF U. S. HIGHWAY 20 AND THE
 PX0291'BURLINGTON NORTHERN RAILROAD, SET VERTICALLY IN THE EAST FACE OF THE
 PX0291'SOUTH CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE RAILROAD AND
 PX0291'6.5 METERS (21.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 PX0291'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0006 ***********************************************************************
 OV0006  DESIGNATION -  V 33
 OV0006  PID         -  OV0006
 OV0006  STATE/COUNTY-  WY/JOHNSON
 OV0006  USGS QUAD   -  TAYLOR RANCH (1973)
 OV0006
 OV0006                         *CURRENT SURVEY CONTROL
 OV0006  ___________________________________________________________________
 OV0006* NAD 83(1986)-  43 33 41.     (N)    106 06 11.     (W)     SCALED    
 OV0006* NAVD 88     -      1614.592  (meters)    5297.21   (feet)  ADJUSTED  
 OV0006  ___________________________________________________________________
 OV0006  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 OV0006  DYNAMIC HT  -        1613.669 (meters)    5294.18  (feet)  COMP
 OV0006  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 OV0006  OBS GRAVITY -     979,990.7   (mgal)                       GRAV_OBS
 OV0006
 OV0006  VERT ORDER  -  FIRST     CLASS II
 OV0006
 OV0006.The horizontal coordinates were scaled from a topographic map and have
 OV0006.an estimated accuracy of +/- 6 seconds.
 OV0006
 OV0006.The orthometric height was determined by differential leveling
 OV0006.and adjusted by the National Geodetic Survey in June 1991..
 OV0006
 OV0006.The geoid height was determined by GEOID03.
 OV0006
 OV0006.The dynamic height is computed by dividing the NAVD 88
 OV0006.geopotential number by the normal gravity value computed on the
 OV0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0006.degrees latitude (g = 980.6199 gals.).
 OV0006
 OV0006.The modeled gravity was interpolated from observed gravity values.
 OV0006.The observed gravity was obtained from relative gravimeter ties
 OV0006.to the IGSN71 gravity network.
 OV0006
 OV0006;                    North         East    Units  Estimated Accuracy
 OV0006;SPC WYEC     -   440,760.      499,390.      MT  (+/- 180 meters Scaled)
 OV0006
 OV0006                          SUPERSEDED SURVEY CONTROL
 OV0006
 OV0006  NGVD 29 (??/??/92) 1613.751  (m)         5294.45   (f) ADJ UNCH    1 2
 OV0006
 OV0006.Superseded values are not recommended for survey control.
 OV0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0006.See file dsdata.txt to determine how the superseded data were derived.
 OV0006
 OV0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ109237(NAD 83)
 OV0006_MARKER: DB = BENCH MARK DISK
 OV0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0006_STAMPING: V 33 1933
 OV0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0006+STABILITY: SURFACE MOTION
 OV0006
 OV0006  HISTORY     - Date     Condition        Report By
 OV0006  HISTORY     - 1933     MONUMENTED       CGS
 OV0006  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0006
 OV0006                          STATION DESCRIPTION
 OV0006
 OV0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0006'20.8 MI NE FROM MIDWEST.
 OV0006'IN JOHNSON COUNTY, 20.8 MILES NORTHEAST ALONG THE PINE TREE ROAD (OLD
 OV0006'STATE HIGHWAY 316) FROM THE AMERICAN LEGION SQUARE AT MIDWEST, NATRONA
 OV0006'COUNTY, AT THE TOP OF A LONG HILL THAT RISES FROM THE EAST, OPPOSITE
 OV0006'THE JUNCTION OF A ROAD LEADING SOUTH TO THE NEW HIGHWAY, 38 FEET NORTH
 OV0006'OF THE CENTER LINE OF THE OLD HIGHWAY, AND 30 FEET NORTHEAST OF A
 OV0006'WIRE-FENCE CORNER.  A STANDARD DISK, STAMPED V 33 1933 AND SET IN THE
 OV0006'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OV0006
 OV0006                          STATION RECOVERY (1985)
 OV0006
 OV0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0006'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0206 ***********************************************************************
 OV0206  DESIGNATION -  V 330
 OV0206  PID         -  OV0206
 OV0206  STATE/COUNTY-  WY/FREMONT
 OV0206  USGS QUAD   -  OCLA DRAW (1952)
 OV0206
 OV0206                         *CURRENT SURVEY CONTROL
 OV0206  ___________________________________________________________________
 OV0206* NAD 83(1986)-  43 13 10.     (N)    107 57 47.     (W)     SCALED    
 OV0206* NAVD 88     -      1537.060  (meters)    5042.84   (feet)  ADJUSTED  
 OV0206  ___________________________________________________________________
 OV0206  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 OV0206  DYNAMIC HT  -        1536.067 (meters)    5039.58  (feet)  COMP
 OV0206  MODELED GRAV-     979,921.1   (mgal)                       NAVD 88
 OV0206
 OV0206  VERT ORDER  -  FIRST     CLASS II
 OV0206
 OV0206.The horizontal coordinates were scaled from a topographic map and have
 OV0206.an estimated accuracy of +/- 6 seconds.
 OV0206
 OV0206.The orthometric height was determined by differential leveling
 OV0206.and adjusted by the National Geodetic Survey in June 1991..
 OV0206
 OV0206.The geoid height was determined by GEOID03.
 OV0206
 OV0206.The dynamic height is computed by dividing the NAVD 88
 OV0206.geopotential number by the normal gravity value computed on the
 OV0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0206.degrees latitude (g = 980.6199 gals.).
 OV0206
 OV0206.The modeled gravity was interpolated from observed gravity values.
 OV0206
 OV0206;                    North         East    Units  Estimated Accuracy
 OV0206;SPC WYWC     -   302,330.      663,940.      MT  (+/- 180 meters Scaled)
 OV0206
 OV0206                          SUPERSEDED SURVEY CONTROL
 OV0206
 OV0206  NGVD 29 (06/08/92) 1536.066  (m)         5039.58   (f) ADJUSTED    1 2
 OV0206
 OV0206.Superseded values are not recommended for survey control.
 OV0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0206.See file dsdata.txt to determine how the superseded data were derived.
 OV0206
 OV0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH593894(NAD 83)
 OV0206_MARKER: I = METAL ROD
 OV0206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0206_SP_SET: STAINLESS STEEL ROD
 OV0206_STAMPING: V 330 1982
 OV0206_MARK LOGO: NGS   
 OV0206_PROJECTION: FLUSH
 OV0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0206_ROD/PIPE-DEPTH: 4.0  meters
 OV0206
 OV0206  HISTORY     - Date     Condition        Report By
 OV0206  HISTORY     - 1982     MONUMENTED       NGS
 OV0206
 OV0206                          STATION DESCRIPTION
 OV0206
 OV0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0206'12.3 KM (7.65 MI) EAST FROM SHOSHONI.
 OV0206'12.3 KM (7.65 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0206'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.4 KM (0.25 MI) WEST OF MILEPOST
 OV0206'92, 45.4 METERS (148.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 OV0206'AND 33.0 METERS (108.3 FT) NORTHWEST OF A FENCE CORNER.  NOTE=ACCESS
 OV0206'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0206'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OV0206'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0233 ***********************************************************************
 OV0233  DESIGNATION -  V 331
 OV0233  PID         -  OV0233
 OV0233  STATE/COUNTY-  WY/NATRONA
 OV0233  USGS QUAD   -  ARMINTO NW (1952)
 OV0233
 OV0233                         *CURRENT SURVEY CONTROL
 OV0233  ___________________________________________________________________
 OV0233* NAD 83(1986)-  43 08 32.     (N)    107 29 06.     (W)     SCALED    
 OV0233* NAVD 88     -      1777.931  (meters)    5833.10   (feet)  ADJUSTED  
 OV0233  ___________________________________________________________________
 OV0233  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 OV0233  DYNAMIC HT  -        1776.711 (meters)    5829.09  (feet)  COMP
 OV0233  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 OV0233
 OV0233  VERT ORDER  -  FIRST     CLASS II
 OV0233
 OV0233.The horizontal coordinates were scaled from a topographic map and have
 OV0233.an estimated accuracy of +/- 6 seconds.
 OV0233
 OV0233.The orthometric height was determined by differential leveling
 OV0233.and adjusted by the National Geodetic Survey in June 1991..
 OV0233
 OV0233.The geoid height was determined by GEOID03.
 OV0233
 OV0233.The dynamic height is computed by dividing the NAVD 88
 OV0233.geopotential number by the normal gravity value computed on the
 OV0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0233.degrees latitude (g = 980.6199 gals.).
 OV0233
 OV0233.The modeled gravity was interpolated from observed gravity values.
 OV0233
 OV0233;                    North         East    Units  Estimated Accuracy
 OV0233;SPC WYEC     -   393,460.      387,660.      MT  (+/- 180 meters Scaled)
 OV0233
 OV0233                          SUPERSEDED SURVEY CONTROL
 OV0233
 OV0233  NGVD 29 (06/08/92) 1776.895  (m)         5829.70   (f) ADJUSTED    1 2
 OV0233
 OV0233.Superseded values are not recommended for survey control.
 OV0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0233.See file dsdata.txt to determine how the superseded data were derived.
 OV0233
 OV0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH979796(NAD 83)
 OV0233_MARKER: I = METAL ROD
 OV0233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0233_SP_SET: STAINLESS STEEL ROD
 OV0233_STAMPING: V 331 1982
 OV0233_MARK LOGO: NGS   
 OV0233_PROJECTION: FLUSH
 OV0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0233_ROD/PIPE-DEPTH: 3.1  meters
 OV0233
 OV0233  HISTORY     - Date     Condition        Report By
 OV0233  HISTORY     - 1982     MONUMENTED       NGS
 OV0233
 OV0233                          STATION DESCRIPTION
 OV0233
 OV0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0233'25.8 KM (16.0 MI) WEST FROM WALTMAN.
 OV0233'25.8 KM (16.0 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0233'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.5 KM (0.3 MI) EAST OF
 OV0233'MILEPOST 67, 91.7 METERS (300.9 FT) NORTH OF THE CENTERLINE OF THE
 OV0233'HIGHWAY AND 11.0 METERS (36.1 FT) EAST OF THE CENTER OF A FIELD
 OV0233'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OV0233'CAP.
 OV0233'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OV0233'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0285 ***********************************************************************
 NR0285  DESIGNATION -  V 332
 NR0285  PID         -  NR0285
 NR0285  STATE/COUNTY-  WY/NATRONA
 NR0285  USGS QUAD   -  INDEPENDENCE ROCK (1981)
 NR0285
 NR0285                         *CURRENT SURVEY CONTROL
 NR0285  ___________________________________________________________________
 NR0285* NAD 83(1986)-  42 26 58.     (N)    107 11 28.     (W)     SCALED    
 NR0285* NAVD 88     -      1841.963  (meters)    6043.17   (feet)  ADJUSTED  
 NR0285  ___________________________________________________________________
 NR0285  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 NR0285  DYNAMIC HT  -        1840.699 (meters)    6039.03  (feet)  COMP
 NR0285  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 NR0285
 NR0285  VERT ORDER  -  FIRST     CLASS II
 NR0285
 NR0285.The horizontal coordinates were scaled from a topographic map and have
 NR0285.an estimated accuracy of +/- 6 seconds.
 NR0285
 NR0285.The orthometric height was determined by differential leveling
 NR0285.and adjusted by the National Geodetic Survey in June 1991..
 NR0285
 NR0285.The geoid height was determined by GEOID03.
 NR0285
 NR0285.The dynamic height is computed by dividing the NAVD 88
 NR0285.geopotential number by the normal gravity value computed on the
 NR0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0285.degrees latitude (g = 980.6199 gals.).
 NR0285
 NR0285.The modeled gravity was interpolated from observed gravity values.
 NR0285
 NR0285;                    North         East    Units  Estimated Accuracy
 NR0285;SPC WYEC     -   316,510.      411,700.      MT  (+/- 180 meters Scaled)
 NR0285
 NR0285                          SUPERSEDED SURVEY CONTROL
 NR0285
 NR0285  NGVD 29 (06/08/92) 1841.026  (m)         6040.10   (f) ADJUSTED    1 2
 NR0285
 NR0285.Superseded values are not recommended for survey control.
 NR0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0285.See file dsdata.txt to determine how the superseded data were derived.
 NR0285
 NR0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH198020(NAD 83)
 NR0285_MARKER: I = METAL ROD
 NR0285_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0285+WITH SETTING: INFORMATION.
 NR0285_SP_SET: SHALLOW SET METAL ROD
 NR0285_STAMPING: V 332 1982
 NR0285_MARK LOGO: NGS   
 NR0285_PROJECTION: FLUSH
 NR0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0285_ROD/PIPE-DEPTH: 3.0  meters
 NR0285
 NR0285  HISTORY     - Date     Condition        Report By
 NR0285  HISTORY     - 1982     MONUMENTED       NGS
 NR0285
 NR0285                          STATION DESCRIPTION
 NR0285
 NR0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0285'23.4 KM (14.55 MI) NE FROM MUDDY GAP.
 NR0285'23.4 KM (14.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0285'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0285'44.5 METERS (146.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 NR0285'8.8 METERS (28.9 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD LEADING
 NR0285'SOUTH.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0211 ***********************************************************************
 OV0211  DESIGNATION -  V 333
 OV0211  PID         -  OV0211
 OV0211  STATE/COUNTY-  WY/FREMONT
 OV0211  USGS QUAD   -  SQUAW BUTTE NE (1952)
 OV0211
 OV0211                         *CURRENT SURVEY CONTROL
 OV0211  ___________________________________________________________________
 OV0211* NAD 83(1986)-  43 12 25.     (N)    107 50 10.     (W)     SCALED    
 OV0211* NAVD 88     -      1601.017  (meters)    5252.67   (feet)  ADJUSTED  
 OV0211  ___________________________________________________________________
 OV0211  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OV0211  DYNAMIC HT  -        1599.951 (meters)    5249.17  (feet)  COMP
 OV0211  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 OV0211
 OV0211  VERT ORDER  -  FIRST     CLASS II
 OV0211
 OV0211.The horizontal coordinates were scaled from a topographic map and have
 OV0211.an estimated accuracy of +/- 6 seconds.
 OV0211
 OV0211.The orthometric height was determined by differential leveling
 OV0211.and adjusted by the National Geodetic Survey in June 1991..
 OV0211
 OV0211.The geoid height was determined by GEOID03.
 OV0211
 OV0211.The dynamic height is computed by dividing the NAVD 88
 OV0211.geopotential number by the normal gravity value computed on the
 OV0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0211.degrees latitude (g = 980.6199 gals.).
 OV0211
 OV0211.The modeled gravity was interpolated from observed gravity values.
 OV0211
 OV0211;                    North         East    Units  Estimated Accuracy
 OV0211;SPC WYWC     -   301,050.      674,260.      MT  (+/- 180 meters Scaled)
 OV0211
 OV0211                          SUPERSEDED SURVEY CONTROL
 OV0211
 OV0211  NGVD 29 (06/08/92) 1599.992  (m)         5249.31   (f) ADJUSTED    1 2
 OV0211
 OV0211.Superseded values are not recommended for survey control.
 OV0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0211.See file dsdata.txt to determine how the superseded data were derived.
 OV0211
 OV0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH696877(NAD 83)
 OV0211_MARKER: I = METAL ROD
 OV0211_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0211_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OV0211_STAMPING: V 333 1982
 OV0211_MARK LOGO: NGS   
 OV0211_PROJECTION: FLUSH
 OV0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0211+STABILITY: POSITION/ELEVATION WELL
 OV0211_ROD/PIPE-DEPTH: 12.2 meters
 OV0211_SLEEVE-DEPTH  : 11.9 meters
 OV0211
 OV0211  HISTORY     - Date     Condition        Report By
 OV0211  HISTORY     - 1982     MONUMENTED       NGS
 OV0211
 OV0211                          STATION DESCRIPTION
 OV0211
 OV0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0211'22.8 KM (14.15 MI) EAST FROM SHOSHONI.
 OV0211'22.8 KM (14.15 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0211'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.4 KM (0.25 MI) EAST OF MILEPOST
 OV0211'86, 37.5 METERS (123.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 OV0211'AND 8.8 METERS (28.9 FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD
 OV0211'LEADING SOUTH.  NOTE=ACCESS TO THE DATUM POINT IS THROOUGH A 5-INCH
 OV0211'LOGO CAP.
 OV0211'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 OV0211'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0218 ***********************************************************************
 NR0218  DESIGNATION -  V 334
 NR0218  PID         -  NR0218
 NR0218  STATE/COUNTY-  WY/NATRONA
 NR0218  USGS QUAD   -  EMIGRANT GAP NE (1984)
 NR0218
 NR0218                         *CURRENT SURVEY CONTROL
 NR0218  ___________________________________________________________________
 NR0218* NAD 83(1986)-  42 56 10.     (N)    106 35 56.     (W)     SCALED    
 NR0218* NAVD 88     -      1667.791  (meters)    5471.74   (feet)  ADJUSTED  
 NR0218  ___________________________________________________________________
 NR0218  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 NR0218  DYNAMIC HT  -        1666.742 (meters)    5468.30  (feet)  COMP
 NR0218  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 NR0218
 NR0218  VERT ORDER  -  FIRST     CLASS II
 NR0218
 NR0218.The horizontal coordinates were scaled from a topographic map and have
 NR0218.an estimated accuracy of +/- 6 seconds.
 NR0218
 NR0218.The orthometric height was determined by differential leveling
 NR0218.and adjusted by the National Geodetic Survey in June 1991..
 NR0218
 NR0218.The geoid height was determined by GEOID03.
 NR0218
 NR0218.The dynamic height is computed by dividing the NAVD 88
 NR0218.geopotential number by the normal gravity value computed on the
 NR0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0218.degrees latitude (g = 980.6199 gals.).
 NR0218
 NR0218.The modeled gravity was interpolated from observed gravity values.
 NR0218
 NR0218;                    North         East    Units  Estimated Accuracy
 NR0218;SPC WYEC     -   370,820.      459,950.      MT  (+/- 180 meters Scaled)
 NR0218
 NR0218                          SUPERSEDED SURVEY CONTROL
 NR0218
 NR0218  NGVD 29 (06/08/92) 1666.896  (m)         5468.81   (f) ADJUSTED    1 2
 NR0218
 NR0218.Superseded values are not recommended for survey control.
 NR0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0218.See file dsdata.txt to determine how the superseded data were derived.
 NR0218
 NR0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH695549(NAD 83)
 NR0218_MARKER: I = METAL ROD
 NR0218_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0218_SP_SET: STAINLESS STEEL ROD
 NR0218_STAMPING: V 334 1982
 NR0218_MARK LOGO: NGS   
 NR0218_PROJECTION: FLUSH
 NR0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0218_ROD/PIPE-DEPTH: 7.3  meters
 NR0218
 NR0218  HISTORY     - Date     Condition        Report By
 NR0218  HISTORY     - 1982     MONUMENTED       NGS
 NR0218
 NR0218                          STATION DESCRIPTION
 NR0218
 NR0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0218'22.9 KM (14.2 MI) NW FROM CASPER.
 NR0218'22.9 KM (14.2 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0218'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 0.8 KM (0.5 MI)
 NR0218'NORTHWEST OF MILEPOST 17, 0.2 KM (0.1 MI) NORTHWEST OF A TRACK ROAD
 NR0218'LEADING SOUTHWEST AND 23.4 METERS (76.8 FT) SOUTHWEST OF THE
 NR0218'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 NR0218'A 5-INCH LOGO CAP.
 NR0218'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 NR0218'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0245 ***********************************************************************
 NR0245  DESIGNATION -  V 335
 NR0245  PID         -  NR0245
 NR0245  STATE/COUNTY-  WY/NATRONA
 NR0245  USGS QUAD   -  GOOSE EGG (1984)
 NR0245
 NR0245                         *CURRENT SURVEY CONTROL
 NR0245  ___________________________________________________________________
 NR0245* NAD 83(1986)-  42 45 48.     (N)    106 29 47.     (W)     SCALED    
 NR0245* NAVD 88     -      1629.932  (meters)    5347.54   (feet)  ADJUSTED  
 NR0245  ___________________________________________________________________
 NR0245  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 NR0245  DYNAMIC HT  -        1628.895 (meters)    5344.13  (feet)  COMP
 NR0245  MODELED GRAV-     979,926.7   (mgal)                       NAVD 88
 NR0245
 NR0245  VERT ORDER  -  FIRST     CLASS II
 NR0245
 NR0245.The horizontal coordinates were scaled from a topographic map and have
 NR0245.an estimated accuracy of +/- 6 seconds.
 NR0245
 NR0245.The orthometric height was determined by differential leveling
 NR0245.and adjusted by the National Geodetic Survey in June 1991..
 NR0245
 NR0245.The geoid height was determined by GEOID03.
 NR0245
 NR0245.The dynamic height is computed by dividing the NAVD 88
 NR0245.geopotential number by the normal gravity value computed on the
 NR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0245.degrees latitude (g = 980.6199 gals.).
 NR0245
 NR0245.The modeled gravity was interpolated from observed gravity values.
 NR0245
 NR0245;                    North         East    Units  Estimated Accuracy
 NR0245;SPC WYEC     -   351,700.      468,500.      MT  (+/- 180 meters Scaled)
 NR0245
 NR0245                          SUPERSEDED SURVEY CONTROL
 NR0245
 NR0245  NGVD 29 (06/08/92) 1629.044  (m)         5344.62   (f) ADJUSTED    1 2
 NR0245
 NR0245.Superseded values are not recommended for survey control.
 NR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0245.See file dsdata.txt to determine how the superseded data were derived.
 NR0245
 NR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH775356(NAD 83)
 NR0245_MARKER: DB = BENCH MARK DISK
 NR0245_SETTING: 66 = SET IN ROCK OUTCROP
 NR0245_SP_SET: ROCK OUTCROP
 NR0245_STAMPING: V 335 1982
 NR0245_MARK LOGO: NGS   
 NR0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0245+STABILITY: POSITION/ELEVATION WELL
 NR0245
 NR0245  HISTORY     - Date     Condition        Report By
 NR0245  HISTORY     - 1982     MONUMENTED       NGS
 NR0245
 NR0245                          STATION DESCRIPTION
 NR0245
 NR0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0245'12.9 KM (8.0 MI) SW FROM CASPER.
 NR0245'12.9 KM (8.0 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0245'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN THE CENTER OF A 6 BY 60
 NR0245'FT. ROCK LEDGE, 0.1 KM (0.05 MI) EAST OF A PAVED ROAD LEADING EAST,
 NR0245'67.3 METERS (220.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24.7
 NR0245'METERS (81.0 FT) SOUTHEAST OF UTILITY POLE NUMBER 3281-013000 AND 16.5
 NR0245'METERS (54.1 FT) SOUTH OF A FENCE, 12.0 METERS (39.4 FT) SOUTHWEST OF
 NR0245'THE NORTHEAST END OF THE ROCK LEDGE, AND 0.6 METER (2.0 FT) SOUTHEAST
 NR0245'OF THE NORTHWEST EDGE OF THE ROCK LEDGE.
 NR0245'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 NR0245'THE MARK IS 5.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0310 ***********************************************************************
 NR0310  DESIGNATION -  V 336
 NR0310  PID         -  NR0310
 NR0310  STATE/COUNTY-  WY/CARBON
 NR0310  USGS QUAD   -  LAMONT (1981)
 NR0310
 NR0310                         *CURRENT SURVEY CONTROL
 NR0310  ___________________________________________________________________
 NR0310* NAD 83(1986)-  42 10 14.     (N)    107 26 19.     (W)     SCALED    
 NR0310* NAVD 88     -      2000.402  (meters)    6562.99   (feet)  ADJUSTED  
 NR0310  ___________________________________________________________________
 NR0310  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 NR0310  DYNAMIC HT  -        1998.785 (meters)    6557.68  (feet)  COMP
 NR0310  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 NR0310
 NR0310  VERT ORDER  -  FIRST     CLASS II
 NR0310
 NR0310.The horizontal coordinates were scaled from a topographic map and have
 NR0310.an estimated accuracy of +/- 6 seconds.
 NR0310
 NR0310.The orthometric height was determined by differential leveling
 NR0310.and adjusted by the National Geodetic Survey in June 1991..
 NR0310
 NR0310.The geoid height was determined by GEOID03.
 NR0310
 NR0310.The dynamic height is computed by dividing the NAVD 88
 NR0310.geopotential number by the normal gravity value computed on the
 NR0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0310.degrees latitude (g = 980.6199 gals.).
 NR0310
 NR0310.The modeled gravity was interpolated from observed gravity values.
 NR0310
 NR0310;                    North         East    Units  Estimated Accuracy
 NR0310;SPC WYEC     -   285,530.      391,300.      MT  (+/- 180 meters Scaled)
 NR0310
 NR0310                          SUPERSEDED SURVEY CONTROL
 NR0310
 NR0310  NGVD 29 (06/08/92) 1999.276  (m)         6559.29   (f) ADJUSTED    1 2
 NR0310
 NR0310.Superseded values are not recommended for survey control.
 NR0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0310.See file dsdata.txt to determine how the superseded data were derived.
 NR0310
 NR0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG985715(NAD 83)
 NR0310_MARKER: I = METAL ROD
 NR0310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0310_SP_SET: STAINLESS STEEL ROD
 NR0310_STAMPING: V 336 1982
 NR0310_MARK LOGO: NGS   
 NR0310_PROJECTION: FLUSH
 NR0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0310_ROD/PIPE-DEPTH: 7.0  meters
 NR0310
 NR0310  HISTORY     - Date     Condition        Report By
 NR0310  HISTORY     - 1982     MONUMENTED       NGS
 NR0310
 NR0310                          STATION DESCRIPTION
 NR0310
 NR0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0310'23.8 KM (14.8 MI) SOUTH FROM MUDDY GAP.
 NR0310'23.8 KM (14.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0310'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.8 KM (0.05 MI) SOUTH OF
 NR0310'MILEPOST 30, 37.5 METERS (123.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 NR0310'HIGHWAY AND 5.8 METERS (19.0 FT) NORTHWEST OF THE CENTER OF A FIELD
 NR0310'ENTRANCE.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NR0310'CAP.
 NR0310'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 NR0310'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0275 ***********************************************************************
 NR0275  DESIGNATION -  V 337
 NR0275  PID         -  NR0275
 NR0275  STATE/COUNTY-  WY/NATRONA
 NR0275  USGS QUAD   -  BENTON BASIN SW (1984)
 NR0275
 NR0275                         *CURRENT SURVEY CONTROL
 NR0275  ___________________________________________________________________
 NR0275* NAD 83(1986)-  42 33 55.     (N)    106 58 17.     (W)     SCALED    
 NR0275* NAVD 88     -      1809.119  (meters)    5935.42   (feet)  ADJUSTED  
 NR0275  ___________________________________________________________________
 NR0275  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 NR0275  DYNAMIC HT  -        1807.898 (meters)    5931.41  (feet)  COMP
 NR0275  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 NR0275
 NR0275  VERT ORDER  -  FIRST     CLASS II
 NR0275
 NR0275.The horizontal coordinates were scaled from a topographic map and have
 NR0275.an estimated accuracy of +/- 6 seconds.
 NR0275
 NR0275.The orthometric height was determined by differential leveling
 NR0275.and adjusted by the National Geodetic Survey in June 1991..
 NR0275
 NR0275.The geoid height was determined by GEOID03.
 NR0275
 NR0275.The dynamic height is computed by dividing the NAVD 88
 NR0275.geopotential number by the normal gravity value computed on the
 NR0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0275.degrees latitude (g = 980.6199 gals.).
 NR0275
 NR0275.The modeled gravity was interpolated from observed gravity values.
 NR0275
 NR0275;                    North         East    Units  Estimated Accuracy
 NR0275;SPC WYEC     -   329,430.      429,720.      MT  (+/- 180 meters Scaled)
 NR0275
 NR0275                          SUPERSEDED SURVEY CONTROL
 NR0275
 NR0275  NGVD 29 (06/08/92) 1808.197  (m)         5932.39   (f) ADJUSTED    1 2
 NR0275
 NR0275.Superseded values are not recommended for survey control.
 NR0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0275.See file dsdata.txt to determine how the superseded data were derived.
 NR0275
 NR0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH381144(NAD 83)
 NR0275_MARKER: I = METAL ROD
 NR0275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0275_SP_SET: STAINLESS STEEL ROD
 NR0275_STAMPING: V 337 1982
 NR0275_MARK LOGO: NGS   
 NR0275_PROJECTION: FLUSH
 NR0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0275_ROD/PIPE-DEPTH: 5.5  meters
 NR0275
 NR0275  HISTORY     - Date     Condition        Report By
 NR0275  HISTORY     - 1982     MONUMENTED       NGS
 NR0275
 NR0275                          STATION DESCRIPTION
 NR0275
 NR0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0275'47.4 KM (29.45 MI) NE FROM MUDDY GAP.
 NR0275'47.4 KM (29.45 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0275'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0275'0.6 KM (0.35 MI) WEST OF MILEPOST 74 AND 45.1 METERS (148.0 FT) SOUTH
 NR0275'OF THE CENTERLINE OF THE HIGHWAY.  NOTE, ACCESS TO THE DATUM POINT IS
 NR0275'THROUGH A 5-INCH LOGO CAP.
 NR0275'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 NR0275'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0250 ***********************************************************************
 NR0250  DESIGNATION -  V 338
 NR0250  PID         -  NR0250
 NR0250  STATE/COUNTY-  WY/NATRONA
 NR0250  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0250
 NR0250                         *CURRENT SURVEY CONTROL
 NR0250  ___________________________________________________________________
 NR0250* NAD 83(1986)-  42 42 44.     (N)    106 32 50.     (W)     SCALED    
 NR0250* NAVD 88     -      1597.045  (meters)    5239.64   (feet)  ADJUSTED  
 NR0250  ___________________________________________________________________
 NR0250  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 NR0250  DYNAMIC HT  -        1596.025 (meters)    5236.29  (feet)  COMP
 NR0250  MODELED GRAV-     979,925.8   (mgal)                       NAVD 88
 NR0250
 NR0250  VERT ORDER  -  FIRST     CLASS II
 NR0250
 NR0250.The horizontal coordinates were scaled from a topographic map and have
 NR0250.an estimated accuracy of +/- 6 seconds.
 NR0250
 NR0250.The orthometric height was determined by differential leveling
 NR0250.and adjusted by the National Geodetic Survey in June 1991..
 NR0250
 NR0250.The geoid height was determined by GEOID03.
 NR0250
 NR0250.The dynamic height is computed by dividing the NAVD 88
 NR0250.geopotential number by the normal gravity value computed on the
 NR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0250.degrees latitude (g = 980.6199 gals.).
 NR0250
 NR0250.The modeled gravity was interpolated from observed gravity values.
 NR0250
 NR0250;                    North         East    Units  Estimated Accuracy
 NR0250;SPC WYEC     -   345,990.      464,400.      MT  (+/- 180 meters Scaled)
 NR0250
 NR0250                          SUPERSEDED SURVEY CONTROL
 NR0250
 NR0250  NGVD 29 (06/08/92) 1596.156  (m)         5236.72   (f) ADJUSTED    1 2
 NR0250
 NR0250.Superseded values are not recommended for survey control.
 NR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0250.See file dsdata.txt to determine how the superseded data were derived.
 NR0250
 NR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH733300(NAD 83)
 NR0250_MARKER: I = METAL ROD
 NR0250_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0250+WITH SETTING: INFORMATION.
 NR0250_SP_SET: SHALLOW SET METAL ROD
 NR0250_STAMPING: V 338 1982
 NR0250_MARK LOGO: NGS   
 NR0250_PROJECTION: FLUSH
 NR0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0250_ROD/PIPE-DEPTH: 2.1  meters
 NR0250
 NR0250  HISTORY     - Date     Condition        Report By
 NR0250  HISTORY     - 1982     MONUMENTED       NGS
 NR0250
 NR0250                          STATION DESCRIPTION
 NR0250
 NR0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0250'20.3 KM (12.6 MI) SW FROM CASPER.
 NR0250'20.3 KM (12.6 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0250'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.6 KM (0.35 MI) SOUTH OF
 NR0250'MILEPOST 101, 44.1 METERS (144.7 FT) SOUTH OF THE CENTERLINE OF THE
 NR0250'HIGHWAY AND 8.4 METERS (27.6 FT) EAST OF A FIELD ENTRANCE.  NOTE,
 NR0250'REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 NR0250'5-INCH LOGO CAP.
 NR0250'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 NR0250'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0354 ***********************************************************************
 MQ0354  DESIGNATION -  V 339
 MQ0354  PID         -  MQ0354
 MQ0354  STATE/COUNTY-  WY/SWEETWATER
 MQ0354  USGS QUAD   -  GREEN RIVER (1980)
 MQ0354
 MQ0354                         *CURRENT SURVEY CONTROL
 MQ0354  ___________________________________________________________________
 MQ0354* NAD 83(1986)-  41 32 36.     (N)    109 27 35.     (W)     SCALED    
 MQ0354* NAVD 88     -      1967.033  (meters)    6453.51   (feet)  ADJUSTED  
 MQ0354  ___________________________________________________________________
 MQ0354  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 MQ0354  DYNAMIC HT  -        1965.365 (meters)    6448.03  (feet)  COMP
 MQ0354  MODELED GRAV-     979,705.0   (mgal)                       NAVD 88
 MQ0354
 MQ0354  VERT ORDER  -  FIRST     CLASS II
 MQ0354
 MQ0354.The horizontal coordinates were scaled from a topographic map and have
 MQ0354.an estimated accuracy of +/- 6 seconds.
 MQ0354
 MQ0354.The orthometric height was determined by differential leveling
 MQ0354.and adjusted by the National Geodetic Survey in June 1991..
 MQ0354
 MQ0354.The geoid height was determined by GEOID03.
 MQ0354
 MQ0354.The dynamic height is computed by dividing the NAVD 88
 MQ0354.geopotential number by the normal gravity value computed on the
 MQ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0354.degrees latitude (g = 980.6199 gals.).
 MQ0354
 MQ0354.The modeled gravity was interpolated from observed gravity values.
 MQ0354
 MQ0354;                    North         East    Units  Estimated Accuracy
 MQ0354;SPC WYWC     -   116,100.      540,780.      MT  (+/- 180 meters Scaled)
 MQ0354
 MQ0354                          SUPERSEDED SURVEY CONTROL
 MQ0354
 MQ0354  NGVD 29 (06/08/92) 1965.760  (m)         6449.33   (f) ADJUSTED    1 2
 MQ0354
 MQ0354.Superseded values are not recommended for survey control.
 MQ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0354.See file dsdata.txt to determine how the superseded data were derived.
 MQ0354
 MQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM284002(NAD 83)
 MQ0354_MARKER: DB = BENCH MARK DISK
 MQ0354_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0354_SP_SET: ROCK OUTCROP
 MQ0354_STAMPING: V 339 1983
 MQ0354_MARK LOGO: NGS   
 MQ0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0354+STABILITY: POSITION/ELEVATION WELL
 MQ0354
 MQ0354  HISTORY     - Date     Condition        Report By
 MQ0354  HISTORY     - 1983     MONUMENTED       NGS
 MQ0354  HISTORY     - 1983     GOOD             NGS
 MQ0354  HISTORY     - 1984     GOOD             NGS
 MQ0354
 MQ0354                          STATION DESCRIPTION
 MQ0354
 MQ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0354'3.0 KM (1.85 MI) NE FROM GREEN RIVER.
 MQ0354'1.1 KM (0.7 MI) NORTHWEST ALONG STATE HIGHWAY 374 FROM THE POST OFFICE
 MQ0354'IN GREEN RIVER, THENCE 0.5 KM (0.3 MI) NORTH ALONG HILLCREST WAY,
 MQ0354'THENCE 1.4 KM (0.85 MI) NORTHEASTERLY ALONG WHITE MOUNTAIN ROAD, SET
 MQ0354'IN THE CENTER OF THE EAST END OF A 15 BY 17 FT EXPOSED AREA OF
 MQ0354'OUTCROPPING BEDROCK, AND 45.7 METERS (150.0 FT) NORTH OF THE CENTER OF
 MQ0354'THE ROAD.
 MQ0354'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 MQ0354'THE MARK IS 3.1 M ABOVE THE ROAD.
 MQ0354
 MQ0354                          STATION RECOVERY (1983)
 MQ0354
 MQ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0354'RECOVERED IN GOOD CONDITION.
 MQ0354
 MQ0354                          STATION RECOVERY (1984)
 MQ0354
 MQ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0242 ***********************************************************************
 PV0242  DESIGNATION -  V 34
 PV0242  PID         -  PV0242
 PV0242  STATE/COUNTY-  WY/CAMPBELL
 PV0242  USGS QUAD   -  PLEASANTDALE (1971)
 PV0242
 PV0242                         *CURRENT SURVEY CONTROL
 PV0242  ___________________________________________________________________
 PV0242* NAD 83(1986)-  44 04 32.     (N)    105 43 11.     (W)     SCALED    
 PV0242* NAVD 88     -      1506.646  (meters)    4943.05   (feet)  POSTED    
 PV0242  ___________________________________________________________________
 PV0242  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 PV0242  DYNAMIC HT  -        1505.930 (meters)    4940.71  (feet)  COMP
 PV0242  MODELED GRAV-     980,088.5   (mgal)                       NAVD 88
 PV0242
 PV0242  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0242
 PV0242.The horizontal coordinates were scaled from a topographic map and have
 PV0242.an estimated accuracy of +/- 6 seconds.
 PV0242
 PV0242.The orthometric height was determined by differential leveling
 PV0242.and adjusted by the National Geodetic Survey in 1992..
 PV0242.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0242.rate of 0.0 thru 1.0 mm/km.
 PV0242
 PV0242.The geoid height was determined by GEOID03.
 PV0242
 PV0242.The dynamic height is computed by dividing the NAVD 88
 PV0242.geopotential number by the normal gravity value computed on the
 PV0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0242.degrees latitude (g = 980.6199 gals.).
 PV0242
 PV0242.The modeled gravity was interpolated from observed gravity values.
 PV0242
 PV0242;                    North         East    Units  Estimated Accuracy
 PV0242;SPC WY E     -   397,290.      155,700.      MT  (+/- 180 meters Scaled)
 PV0242
 PV0242                          SUPERSEDED SURVEY CONTROL
 PV0242
 PV0242  NGVD 29 (??/??/92) 1505.934  (m)         4940.72   (f) ADJ UNCH    1 2
 PV0242
 PV0242.Superseded values are not recommended for survey control.
 PV0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0242.See file dsdata.txt to determine how the superseded data were derived.
 PV0242
 PV0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ423805(NAD 83)
 PV0242_MARKER: DB = BENCH MARK DISK
 PV0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0242_STAMPING: V 34 1933
 PV0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0242+STABILITY: SURFACE MOTION
 PV0242
 PV0242  HISTORY     - Date     Condition        Report By
 PV0242  HISTORY     - 1933     MONUMENTED       CGS
 PV0242
 PV0242                          STATION DESCRIPTION
 PV0242
 PV0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PV0242'20.8 MI SW FROM GILLETTE.
 PV0242'LOCATED 20.80 MILES SOUTHWEST OF THE C. B. AND Q. RAILROAD
 PV0242'STATION IN GILLETTE, 50 FT. SOUTH OF ROAD RUNNING WEST, 31 FT.
 PV0242'WEST OF CENTER OF HIGHWAY, ACROSS WEST ROAD FROM BUNDY SCHOOL
 PV0242'HOUSE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0243 ***********************************************************************
 PV0243  DESIGNATION -  V 34 RESET
 PV0243  PID         -  PV0243
 PV0243  STATE/COUNTY-  WY/CAMPBELL
 PV0243  USGS QUAD   -  PLEASANTDALE (1971)
 PV0243
 PV0243                         *CURRENT SURVEY CONTROL
 PV0243  ___________________________________________________________________
 PV0243* NAD 83(1986)-  44 04 32.     (N)    105 43 11.     (W)     SCALED    
 PV0243* NAVD 88     -      1506.50   (+/-2cm)    4942.6    (feet)  VERTCON   
 PV0243  ___________________________________________________________________
 PV0243  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 PV0243
 PV0243  VERT ORDER  -  THIRD (See Below)
 PV0243
 PV0243.The horizontal coordinates were scaled from a topographic map and have
 PV0243.an estimated accuracy of +/- 6 seconds.
 PV0243
 PV0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0243.The vertical order pertains to the NGVD 29 superseded value.
 PV0243
 PV0243.The geoid height was determined by GEOID03.
 PV0243
 PV0243;                    North         East    Units  Estimated Accuracy
 PV0243;SPC WY E     -   397,290.      155,700.      MT  (+/- 180 meters Scaled)
 PV0243
 PV0243                          SUPERSEDED SURVEY CONTROL
 PV0243
 PV0243  NGVD 29 (03/28/06) 1505.75   (m)         4940.1    (f) RESET       3  
 PV0243
 PV0243.Superseded values are not recommended for survey control.
 PV0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0243.See file dsdata.txt to determine how the superseded data were derived.
 PV0243
 PV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ423805(NAD 83)
 PV0243_MARKER: DB = BENCH MARK DISK
 PV0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0243_STAMPING: V 34 RESET 1956
 PV0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0243+STABILITY: SURFACE MOTION
 PV0243
 PV0243  HISTORY     - Date     Condition        Report By
 PV0243  HISTORY     - 1957     MONUMENTED       WYHD
 PV0243  HISTORY     - 1971     MARK NOT FOUND   USGS
 PV0243  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0243
 PV0243                          STATION DESCRIPTION
 PV0243
 PV0243'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1957
 PV0243'AT GILLETTE.
 PV0243'20.8 MILES SOUTHWEST ALONG STATE SECONDARY ROUTE 109 FROM THE
 PV0243'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT GILLETTE,
 PV0243'CAMPBELL COUNTY, 100 FEET WEST OF STA. 1009+ 16 NEW CENTER LINE
 PV0243'PROJECT NO. S-0300 (1), AND 30 FEET SOUTH OF THE ROAD LEADING
 PV0243'WEST TO NAPIER RANCH.  A STANDARD DISK, STAMPED V 34 RESET 1956
 PV0243'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 PV0243'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION
 PV0243'DETERMINED BY ENGINEERS OF THE WYOMING HIGHWAY DEPARTMENT IN
 PV0243'FEBRUARY 1957.  NOTE-- AN UNDERGROUND CABLE LIES IN THE SAME
 PV0243'VICINITY AND MARK MAY BE BURIED OR DESTROYED.
 PV0243
 PV0243                          STATION RECOVERY (1971)
 PV0243
 PV0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PV0243'MARK NOT FOUND.
 PV0243
 PV0243                          STATION RECOVERY (1985)
 PV0243
 PV0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0243'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0351 ***********************************************************************
 MQ0351  DESIGNATION -  V 340
 MQ0351  PID         -  MQ0351
 MQ0351  STATE/COUNTY-  WY/SWEETWATER
 MQ0351  USGS QUAD   -  PERU (1980)
 MQ0351
 MQ0351                         *CURRENT SURVEY CONTROL
 MQ0351  ___________________________________________________________________
 MQ0351* NAD 83(1986)-  41 33 33.     (N)    109 32 13.     (W)     SCALED    
 MQ0351* NAVD 88     -      1871.046  (meters)    6138.59   (feet)  ADJUSTED  
 MQ0351  ___________________________________________________________________
 MQ0351  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 MQ0351  DYNAMIC HT  -        1869.441 (meters)    6133.32  (feet)  COMP
 MQ0351  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 MQ0351
 MQ0351  VERT ORDER  -  FIRST     CLASS II
 MQ0351
 MQ0351.The horizontal coordinates were scaled from a topographic map and have
 MQ0351.an estimated accuracy of +/- 6 seconds.
 MQ0351
 MQ0351.The orthometric height was determined by differential leveling
 MQ0351.and adjusted by the National Geodetic Survey in June 1991..
 MQ0351
 MQ0351.The geoid height was determined by GEOID03.
 MQ0351
 MQ0351.The dynamic height is computed by dividing the NAVD 88
 MQ0351.geopotential number by the normal gravity value computed on the
 MQ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0351.degrees latitude (g = 980.6199 gals.).
 MQ0351
 MQ0351.The modeled gravity was interpolated from observed gravity values.
 MQ0351
 MQ0351;                    North         East    Units  Estimated Accuracy
 MQ0351;SPC WYWC     -   117,920.      534,360.      MT  (+/- 180 meters Scaled)
 MQ0351
 MQ0351                          SUPERSEDED SURVEY CONTROL
 MQ0351
 MQ0351  NGVD 29 (06/08/92) 1869.740  (m)         6134.31   (f) ADJUSTED    1 2
 MQ0351
 MQ0351.Superseded values are not recommended for survey control.
 MQ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0351.See file dsdata.txt to determine how the superseded data were derived.
 MQ0351
 MQ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM220018(NAD 83)
 MQ0351_MARKER: I = METAL ROD
 MQ0351_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0351_SP_SET: STAINLESS STEEL ROD
 MQ0351_STAMPING: V 340 1983
 MQ0351_MARK LOGO: NGS   
 MQ0351_PROJECTION: FLUSH
 MQ0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0351_ROD/PIPE-DEPTH: 10.1 meters
 MQ0351
 MQ0351  HISTORY     - Date     Condition        Report By
 MQ0351  HISTORY     - 1983     MONUMENTED       NGS
 MQ0351
 MQ0351                          STATION DESCRIPTION
 MQ0351
 MQ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0351'7.2 KM (4.45 MI) WEST FROM GREEN RIVER.
 MQ0351'7.2 KM (4.45 MI) WESTERLY ALONG STATE HIGHWAY 374 FROM THE POST OFFICE
 MQ0351'IN GREEN RIVER, 0.4 KM (0.25 MI) EAST OF A PAVED ROAD LEADING NORTH TO
 MQ0351'INTERSTATE HIGHWAY 80, AND 30.0 METERS (98.4 FT) NORTH OF THE
 MQ0351'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 MQ0351'A 5-INCH LOGO CAP.
 MQ0351'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 MQ0351'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0476 ***********************************************************************
 MP0476  DESIGNATION -  V 341
 MP0476  PID         -  MP0476
 MP0476  STATE/COUNTY-  WY/CARBON
 MP0476  USGS QUAD   -  FORT STEELE (1971)
 MP0476
 MP0476                         *CURRENT SURVEY CONTROL
 MP0476  ___________________________________________________________________
 MP0476* NAD 83(1986)-  41 46 42.     (N)    106 57 39.     (W)     SCALED    
 MP0476* NAVD 88     -      2003.740  (meters)    6573.94   (feet)  ADJUSTED  
 MP0476  ___________________________________________________________________
 MP0476  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MP0476  DYNAMIC HT  -        2002.060 (meters)    6568.43  (feet)  COMP
 MP0476  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 MP0476
 MP0476  VERT ORDER  -  FIRST     CLASS II
 MP0476
 MP0476.The horizontal coordinates were scaled from a topographic map and have
 MP0476.an estimated accuracy of +/- 6 seconds.
 MP0476
 MP0476.The orthometric height was determined by differential leveling
 MP0476.and adjusted by the National Geodetic Survey in June 1991..
 MP0476
 MP0476.The geoid height was determined by GEOID03.
 MP0476
 MP0476.The dynamic height is computed by dividing the NAVD 88
 MP0476.geopotential number by the normal gravity value computed on the
 MP0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0476.degrees latitude (g = 980.6199 gals.).
 MP0476
 MP0476.The modeled gravity was interpolated from observed gravity values.
 MP0476
 MP0476;                    North         East    Units  Estimated Accuracy
 MP0476;SPC WYEC     -   242,030.      430,970.      MT  (+/- 180 meters Scaled)
 MP0476
 MP0476                          SUPERSEDED SURVEY CONTROL
 MP0476
 MP0476  NGVD 29 (06/08/92) 2002.603  (m)         6570.21   (f) ADJUSTED    1 2
 MP0476
 MP0476.Superseded values are not recommended for survey control.
 MP0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0476.See file dsdata.txt to determine how the superseded data were derived.
 MP0476
 MP0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG370270(NAD 83)
 MP0476_MARKER: I = METAL ROD
 MP0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0476_SP_SET: STAINLESS STEEL ROD
 MP0476_STAMPING: V 341 1983
 MP0476_MARK LOGO: NGS   
 MP0476_PROJECTION: FLUSH
 MP0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0476_ROD/PIPE-DEPTH: 4.3  meters
 MP0476
 MP0476  HISTORY     - Date     Condition        Report By
 MP0476  HISTORY     - 1983     MONUMENTED       NGS
 MP0476
 MP0476                          STATION DESCRIPTION
 MP0476
 MP0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0476'12.7 KM (7.9 MI) EAST FROM SINCLAIR.
 MP0476'12.7 KM (7.9 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0476'STATION IN SINCLAIR, 0.4 KM (0.25 MI) WEST OF MILEPOST 668,
 MP0476'47.2 METERS (154.9 FT) NORTH OF THE NEAR RAIL, 5.0 METERS (16.4 FT)
 MP0476'SOUTH OF A FENCE, AND 1.2 METERS (3.9 FT) SOUTH OF A UTILITY POLE.
 MP0476'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0476'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MP0476'THE MARK IS 6.1 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0384 ***********************************************************************
 MQ0384  DESIGNATION -  V 342
 MQ0384  PID         -  MQ0384
 MQ0384  STATE/COUNTY-  WY/SWEETWATER
 MQ0384  USGS QUAD   -  BITTER CREEK (1968)
 MQ0384
 MQ0384                         *CURRENT SURVEY CONTROL
 MQ0384  ___________________________________________________________________
 MQ0384* NAD 83(1986)-  41 34 42.     (N)    108 30 47.     (W)     SCALED    
 MQ0384* NAVD 88     -      2044.664  (meters)    6708.20   (feet)  ADJUSTED  
 MQ0384  ___________________________________________________________________
 MQ0384  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MQ0384  DYNAMIC HT  -        2042.872 (meters)    6702.32  (feet)  COMP
 MQ0384  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 MQ0384
 MQ0384  VERT ORDER  -  FIRST     CLASS II
 MQ0384
 MQ0384.The horizontal coordinates were scaled from a topographic map and have
 MQ0384.an estimated accuracy of +/- 6 seconds.
 MQ0384
 MQ0384.The orthometric height was determined by differential leveling
 MQ0384.and adjusted by the National Geodetic Survey in June 1991..
 MQ0384
 MQ0384.The geoid height was determined by GEOID03.
 MQ0384
 MQ0384.The dynamic height is computed by dividing the NAVD 88
 MQ0384.geopotential number by the normal gravity value computed on the
 MQ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0384.degrees latitude (g = 980.6199 gals.).
 MQ0384
 MQ0384.The modeled gravity was interpolated from observed gravity values.
 MQ0384
 MQ0384;                    North         East    Units  Estimated Accuracy
 MQ0384;SPC WYWC     -   119,770.      619,760.      MT  (+/- 180 meters Scaled)
 MQ0384
 MQ0384                          SUPERSEDED SURVEY CONTROL
 MQ0384
 MQ0384  NGVD 29 (06/08/92) 2043.390  (m)         6704.02   (f) ADJUSTED    1 2
 MQ0384
 MQ0384.Superseded values are not recommended for survey control.
 MQ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0384.See file dsdata.txt to determine how the superseded data were derived.
 MQ0384
 MQ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM073059(NAD 83)
 MQ0384_MARKER: I = METAL ROD
 MQ0384_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0384_SP_SET: STAINLESS STEEL ROD
 MQ0384_STAMPING: V 342 1983
 MQ0384_MARK LOGO: NGS   
 MQ0384_PROJECTION: FLUSH
 MQ0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0384_ROD/PIPE-DEPTH: 6.1  meters
 MQ0384
 MQ0384  HISTORY     - Date     Condition        Report By
 MQ0384  HISTORY     - 1983     MONUMENTED       NGS
 MQ0384
 MQ0384                          STATION DESCRIPTION
 MQ0384
 MQ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0384'4.6 KM (2.85 MI) NE FROM BITTER CREEK.
 MQ0384'4.6 KM (2.85 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0384'THE STATION IN BITTER CREEK, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST
 MQ0384'754, 17.4 METERS (57.1 FT) NORTHWEST OF THE NEAR RAIL, 15.3 METERS
 MQ0384'(50.2 FT) WEST OF RAILROAD SIGNAL NUMBER 7537, AND 5.3 METERS (17.4
 MQ0384'FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD.  NOTE, ACCESS TO THE DATUM
 MQ0384'POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0384'THE MARK IS 0.3 METERS  SE FROM  A FENCE AND WITNESS POST
 MQ0384'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0964 ***********************************************************************
 MO0964  DESIGNATION -  V 343
 MO0964  PID         -  MO0964
 MO0964  STATE/COUNTY-  WY/ALBANY
 MO0964  USGS QUAD   -  LARAMIE (1978)
 MO0964
 MO0964                         *CURRENT SURVEY CONTROL
 MO0964  ___________________________________________________________________
 MO0964* NAD 83(1986)-  41 17 27.     (N)    105 31 44.     (W)     SCALED    
 MO0964* NAVD 88     -      2268.406  (meters)    7442.26   (feet)  ADJUSTED  
 MO0964  ___________________________________________________________________
 MO0964  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 MO0964  DYNAMIC HT  -        2266.432 (meters)    7435.79  (feet)  COMP
 MO0964  MODELED GRAV-     979,670.1   (mgal)                       NAVD 88
 MO0964
 MO0964  VERT ORDER  -  FIRST     CLASS II
 MO0964
 MO0964.The horizontal coordinates were scaled from a topographic map and have
 MO0964.an estimated accuracy of +/- 6 seconds.
 MO0964
 MO0964.The orthometric height was determined by differential leveling
 MO0964.and adjusted by the National Geodetic Survey in June 1991..
 MO0964
 MO0964.The geoid height was determined by GEOID03.
 MO0964
 MO0964.The dynamic height is computed by dividing the NAVD 88
 MO0964.geopotential number by the normal gravity value computed on the
 MO0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0964.degrees latitude (g = 980.6199 gals.).
 MO0964
 MO0964.The modeled gravity was interpolated from observed gravity values.
 MO0964
 MO0964;                    North         East    Units  Estimated Accuracy
 MO0964;SPC WY E     -    87,880.      169,660.      MT  (+/- 180 meters Scaled)
 MO0964
 MO0964                          SUPERSEDED SURVEY CONTROL
 MO0964
 MO0964  NGVD 29 (06/08/92) 2267.351  (m)         7438.80   (f) ADJUSTED    1 2
 MO0964
 MO0964.Superseded values are not recommended for survey control.
 MO0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0964.See file dsdata.txt to determine how the superseded data were derived.
 MO0964
 MO0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF557711(NAD 83)
 MO0964_MARKER: DB = BENCH MARK DISK
 MO0964_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0964_SP_SET: ABUTMENT
 MO0964_STAMPING: V 343 1983
 MO0964_MARK LOGO: NGS   
 MO0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0964
 MO0964  HISTORY     - Date     Condition        Report By
 MO0964  HISTORY     - 1983     MONUMENTED       NGS
 MO0964  HISTORY     - 1983     GOOD             NGS
 MO0964
 MO0964                          STATION DESCRIPTION
 MO0964
 MO0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0964'7.0 KM (4.35 MI) NE FROM LARAMIE.
 MO0964'0.3 KM (0.2 MI) NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0964'STATION IN LARAMIE, THENCE 6.7 KM (4.15 MI) NORTHEAST ALONG GRAND
 MO0964'AVENUE, IN TOP OF AND 2.6 METERS (8.5 FT) EAST OF THE WEST END OF THE
 MO0964'SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER INTERSTATE HIGHWAY
 MO0964'80, 23.7 METERS (77.8 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES
 MO0964'OF THE INTERSTATE HIGHWAY, AND 3.5 METERS (11.5 FT) WEST OF THE CENTER
 MO0964'OF THE SOUTHEAST BOUND LANE OF THE OVER PASS ROAD.
 MO0964'THE MARK IS 0.3 M ABOVE THE ROAD.
 MO0964
 MO0964                          STATION RECOVERY (1983)
 MO0964
 MO0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0963 ***********************************************************************
 MO0963  DESIGNATION -  V 344
 MO0963  PID         -  MO0963
 MO0963  STATE/COUNTY-  WY/ALBANY
 MO0963  USGS QUAD   -  LARAMIE (1978)
 MO0963
 MO0963                         *CURRENT SURVEY CONTROL
 MO0963  ___________________________________________________________________
 MO0963* NAD 83(1986)-  41 17 30.     (N)    105 33 35.     (W)     SCALED    
 MO0963* NAVD 88     -      2214.620  (meters)    7265.80   (feet)  ADJUSTED  
 MO0963  ___________________________________________________________________
 MO0963  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 MO0963  DYNAMIC HT  -        2212.708 (meters)    7259.53  (feet)  COMP
 MO0963  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 MO0963
 MO0963  VERT ORDER  -  FIRST     CLASS II
 MO0963
 MO0963.The horizontal coordinates were scaled from a topographic map and have
 MO0963.an estimated accuracy of +/- 6 seconds.
 MO0963
 MO0963.The orthometric height was determined by differential leveling
 MO0963.and adjusted by the National Geodetic Survey in June 1991..
 MO0963
 MO0963.The geoid height was determined by GEOID03.
 MO0963
 MO0963.The dynamic height is computed by dividing the NAVD 88
 MO0963.geopotential number by the normal gravity value computed on the
 MO0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0963.degrees latitude (g = 980.6199 gals.).
 MO0963
 MO0963.The modeled gravity was interpolated from observed gravity values.
 MO0963
 MO0963;                    North         East    Units  Estimated Accuracy
 MO0963;SPC WY E     -    87,990.      167,080.      MT  (+/- 180 meters Scaled)
 MO0963
 MO0963                          SUPERSEDED SURVEY CONTROL
 MO0963
 MO0963  NGVD 29 (06/08/92) 2213.575  (m)         7262.37   (f) ADJUSTED    1 2
 MO0963
 MO0963.Superseded values are not recommended for survey control.
 MO0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0963.See file dsdata.txt to determine how the superseded data were derived.
 MO0963
 MO0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF531712(NAD 83)
 MO0963_MARKER: I = METAL ROD
 MO0963_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MO0963+WITH SETTING: INFORMATION.
 MO0963_SP_SET: SHALLOW SET METAL ROD
 MO0963_STAMPING: V 344 1983
 MO0963_MARK LOGO: NGS   
 MO0963_PROJECTION: FLUSH
 MO0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0963_ROD/PIPE-DEPTH: 1.8  meters
 MO0963
 MO0963  HISTORY     - Date     Condition        Report By
 MO0963  HISTORY     - 1983     MONUMENTED       NGS
 MO0963
 MO0963                          STATION DESCRIPTION
 MO0963
 MO0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0963'4.4 KM (2.7 MI) SE FROM LARAMIE.
 MO0963'1.1 KM (0.7 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0963'THE STATION IN LARAMIE, THENCE 3.3 KM (2.05 MI) EASTERLY ALONG
 MO0963'INTERSTATE HIGHWAY 80, 125.0 METERS (410.1 FT) EAST OF MILEPOST 315,
 MO0963'AND 40.3 METERS (132.2 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 MO0963'LANES OF THE HIGHWAY.  NOTE--REFUSAL WAS REACHED AT 6.0 FEET.  ACCESS
 MO0963'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MO0963'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 MO0963'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0420 ***********************************************************************
 MQ0420  DESIGNATION -  V 345
 MQ0420  PID         -  MQ0420
 MQ0420  STATE/COUNTY-  WY/SWEETWATER
 MQ0420  USGS QUAD   -  DEVILS PLAYGROUND (1987)
 MQ0420
 MQ0420                         *CURRENT SURVEY CONTROL
 MQ0420  ___________________________________________________________________
 MQ0420* NAD 83(1986)-  41 12 02.     (N)    109 37 55.     (W)     SCALED    
 MQ0420* NAVD 88     -      1911.372  (meters)    6270.89   (feet)  ADJUSTED  
 MQ0420  ___________________________________________________________________
 MQ0420  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MQ0420  DYNAMIC HT  -        1909.662 (meters)    6265.28  (feet)  COMP
 MQ0420  MODELED GRAV-     979,661.6   (mgal)                       NAVD 88
 MQ0420
 MQ0420  VERT ORDER  -  FIRST     CLASS II
 MQ0420
 MQ0420.The horizontal coordinates were scaled from a topographic map and have
 MQ0420.an estimated accuracy of +/- 6 seconds.
 MQ0420
 MQ0420.The orthometric height was determined by differential leveling
 MQ0420.and adjusted by the National Geodetic Survey in June 1991..
 MQ0420
 MQ0420.The geoid height was determined by GEOID03.
 MQ0420
 MQ0420.The dynamic height is computed by dividing the NAVD 88
 MQ0420.geopotential number by the normal gravity value computed on the
 MQ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0420.degrees latitude (g = 980.6199 gals.).
 MQ0420
 MQ0420.The modeled gravity was interpolated from observed gravity values.
 MQ0420
 MQ0420;                    North         East    Units  Estimated Accuracy
 MQ0420;SPC WYWC     -    78,170.      526,030.      MT  (+/- 180 meters Scaled)
 MQ0420
 MQ0420                          SUPERSEDED SURVEY CONTROL
 MQ0420
 MQ0420.No superseded survey control is available for this station.
 MQ0420
 MQ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL147619(NAD 83)
 MQ0420_MARKER: I = METAL ROD
 MQ0420_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0420+WITH SETTING: INFORMATION.
 MQ0420_SP_SET: SHALLOW-SET METAL ROD
 MQ0420_STAMPING: V 345 1984
 MQ0420_MARK LOGO: NGS   
 MQ0420_PROJECTION: FLUSH
 MQ0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0420_ROD/PIPE-DEPTH: 1.9  meters
 MQ0420
 MQ0420  HISTORY     - Date     Condition        Report By
 MQ0420  HISTORY     - 1984     MONUMENTED       NGS
 MQ0420
 MQ0420                          STATION DESCRIPTION
 MQ0420
 MQ0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0420'30.0 KM (18.65 MI) NE FROM MANILA UT.
 MQ0420'30.0 KM (18.65 MI) NORTHEASTERLY ALONG STATE HIGHWAY 43 AND 530 FROM
 MQ0420'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 0.5 KM (0.3 MI)
 MQ0420'NORTHEAST OF MILEPOST 29, 71.9 M (253.9 FT) WEST OF THE CENTERLINE OF
 MQ0420'THE HIGHWAY, AND 64.0 M (210.0 FT) WEST-NORTHWEST OF THE WEST END OF A
 MQ0420'24-INCH CONCRETE PIPE CULVERT.  NOTE=REFUSAL WAS REACHED AT 6.0 FT.
 MQ0420'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0420'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0420'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9032 ***********************************************************************
 AD9032  DESIGNATION -  V 346
 AD9032  PID         -  AD9032
 AD9032  STATE/COUNTY-  WY/CROOK
 AD9032  USGS QUAD   -  KRUGER LAKE (1984)
 AD9032
 AD9032                         *CURRENT SURVEY CONTROL
 AD9032  ___________________________________________________________________
 AD9032* NAD 83(1986)-  44 52 18.     (N)    104 09 24.     (W)     SCALED    
 AD9032* NAVD 88     -      1045.825  (meters)    3431.18   (feet)  ADJUSTED  
 AD9032  ___________________________________________________________________
 AD9032  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 AD9032  DYNAMIC HT  -        1045.555 (meters)    3430.29  (feet)  COMP
 AD9032  MODELED GRAV-     980,322.2   (mgal)                       NAVD 88
 AD9032
 AD9032  VERT ORDER  -  FIRST     CLASS II
 AD9032
 AD9032.The horizontal coordinates were scaled from a topographic map and have
 AD9032.an estimated accuracy of +/- 6 seconds.
 AD9032
 AD9032.The orthometric height was determined by differential leveling
 AD9032.and adjusted by the National Geodetic Survey in July 1998..
 AD9032
 AD9032.The geoid height was determined by GEOID03.
 AD9032
 AD9032.The dynamic height is computed by dividing the NAVD 88
 AD9032.geopotential number by the normal gravity value computed on the
 AD9032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9032.degrees latitude (g = 980.6199 gals.).
 AD9032
 AD9032.The modeled gravity was interpolated from observed gravity values.
 AD9032
 AD9032;                    North         East    Units  Estimated Accuracy
 AD9032;SPC WY E     -   486,100.      279,810.      MT  (+/- 180 meters Scaled)
 AD9032
 AD9032                          SUPERSEDED SURVEY CONTROL
 AD9032
 AD9032.No superseded survey control is available for this station.
 AD9032
 AD9032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK666690(NAD 83)
 AD9032_MARKER: I = METAL ROD
 AD9032_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9032_STAMPING: V 346 1995
 AD9032_MARK LOGO: NGS   
 AD9032_PROJECTION: FLUSH
 AD9032_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9032+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 AD9032_ROD/PIPE-DEPTH: 8.0  meters
 AD9032_SLEEVE-DEPTH  : 0.9 meters
 AD9032
 AD9032  HISTORY     - Date     Condition        Report By
 AD9032  HISTORY     - 1995     MONUMENTED       NGS
 AD9032  HISTORY     - 20040905 GOOD             GEOCAC
 AD9032
 AD9032                          STATION DESCRIPTION
 AD9032
 AD9032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9032'27.2 KM (16.90 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9032'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 21.9 M (71.9 FT)
 AD9032'NORTHEAST OF THE HIGHWAY CENTERLINE, 8.2 M (26.9 FT) NORTHEAST OF THE
 AD9032'NORTHEAST END OF A CULVERT UNDER THE HIGHWAY, 7.3 M (24.0 FT)
 AD9032'NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.7 M (2.3 FT)
 AD9032'SOUTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE
 AD9032'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AD9032'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AD9032'FOR A CLASS A MARK.
 AD9032
 AD9032                          STATION RECOVERY (2004)
 AD9032
 AD9032'RECOVERY NOTE BY GEOCACHING 2004 (JDS)
 AD9032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0168 ***********************************************************************
 PV0168  DESIGNATION -  V 35
 PV0168  PID         -  PV0168
 PV0168  STATE/COUNTY-  WY/CAMPBELL
 PV0168  USGS QUAD   -  LONE TREE CREEK (1972)
 PV0168
 PV0168                         *CURRENT SURVEY CONTROL
 PV0168  ___________________________________________________________________
 PV0168* NAD 83(1986)-  44 37 24.     (N)    105 19 01.     (W)     SCALED    
 PV0168* NAVD 88     -      1152.346  (meters)    3780.66   (feet)  ADJUSTED  
 PV0168  ___________________________________________________________________
 PV0168  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 PV0168  DYNAMIC HT  -        1151.954 (meters)    3779.37  (feet)  COMP
 PV0168  MODELED GRAV-     980,237.6   (mgal)                       NAVD 88
 PV0168
 PV0168  VERT ORDER  -  FIRST     CLASS II
 PV0168
 PV0168.The horizontal coordinates were scaled from a topographic map and have
 PV0168.an estimated accuracy of +/- 6 seconds.
 PV0168
 PV0168.The orthometric height was determined by differential leveling
 PV0168.and adjusted by the National Geodetic Survey in June 1991..
 PV0168
 PV0168.The geoid height was determined by GEOID03.
 PV0168
 PV0168.The dynamic height is computed by dividing the NAVD 88
 PV0168.geopotential number by the normal gravity value computed on the
 PV0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0168.degrees latitude (g = 980.6199 gals.).
 PV0168
 PV0168.The modeled gravity was interpolated from observed gravity values.
 PV0168
 PV0168;                    North         East    Units  Estimated Accuracy
 PV0168;SPC WY E     -   458,020.      188,070.      MT  (+/- 180 meters Scaled)
 PV0168
 PV0168                          SUPERSEDED SURVEY CONTROL
 PV0168
 PV0168  NGVD 29 (??/??/92) 1151.692  (m)         3778.51   (f) ADJ UNCH    1 2
 PV0168
 PV0168.Superseded values are not recommended for survey control.
 PV0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0168.See file dsdata.txt to determine how the superseded data were derived.
 PV0168
 PV0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK748411(NAD 83)
 PV0168_MARKER: DB = BENCH MARK DISK
 PV0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0168_SP_SET: CONCRETE POST
 PV0168_STAMPING: V 35 1933
 PV0168_MARK LOGO: CGS   
 PV0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0168+STABILITY: SURFACE MOTION
 PV0168
 PV0168  HISTORY     - Date     Condition        Report By
 PV0168  HISTORY     - 1933     MONUMENTED       CGS
 PV0168  HISTORY     - 1972     GOOD             USGS
 PV0168  HISTORY     - 1972     GOOD             NGS
 PV0168  HISTORY     - 1985     GOOD             NGS
 PV0168
 PV0168                          STATION DESCRIPTION
 PV0168
 PV0168'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 PV0168'26.7 MI N FROM GILLETTE.
 PV0168'GILLETTE, WYO., 26.7 MILES NORTH OF CB AND Q RR STA., THENCE
 PV0168'NORTH ON STATE HWY. 59 29.1 MILES.  WESTON STORE AND POST OFFICE,
 PV0168'1 MILE SOUTH OF AND 0.5 MILE EAST.  IN OLD HWY EAST ROW FENCE,
 PV0168'319 FEET NORTH OF CENTERLINE OF DRAIN AT LARGE TREE.  A STANDARD
 PV0168'DISK, STAMPED V 35 1933 AND SET IN THE TOP OF A CONCRETE POST
 PV0168'PROJECTING 6 INCHES ABOVE THE GROUND.
 PV0168
 PV0168                          STATION RECOVERY (1972)
 PV0168
 PV0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PV0168'RECOVERED IN GOOD CONDITION.
 PV0168
 PV0168                          STATION RECOVERY (1985)
 PV0168
 PV0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0168'RECOVERED IN GOOD CONDITION.  EXCEPT THE HIGHWAY DESCRIBED IS NOW
 PV0168'ABANDONED AND WILL NOT BE LEVELED TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0422 ***********************************************************************
 PV0422  DESIGNATION -  V 353
 PV0422  PID         -  PV0422
 PV0422  STATE/COUNTY-  WY/CROOK
 PV0422  USGS QUAD   -  SPYGLASS HILL (1982)
 PV0422
 PV0422                         *CURRENT SURVEY CONTROL
 PV0422  ___________________________________________________________________
 PV0422* NAD 83(1986)-  44 14 30.     (N)    104 54 38.     (W)     SCALED    
 PV0422* NAVD 88     -      1308.496  (meters)    4292.96   (feet)  ADJUSTED  
 PV0422  ___________________________________________________________________
 PV0422  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 PV0422  DYNAMIC HT  -        1307.963 (meters)    4291.21  (feet)  COMP
 PV0422  MODELED GRAV-     980,165.3   (mgal)                       NAVD 88
 PV0422
 PV0422  VERT ORDER  -  FIRST     CLASS II
 PV0422
 PV0422.The horizontal coordinates were scaled from a topographic map and have
 PV0422.an estimated accuracy of +/- 6 seconds.
 PV0422
 PV0422.The orthometric height was determined by differential leveling
 PV0422.and adjusted by the National Geodetic Survey in June 1991..
 PV0422
 PV0422.The geoid height was determined by GEOID03.
 PV0422
 PV0422.The dynamic height is computed by dividing the NAVD 88
 PV0422.geopotential number by the normal gravity value computed on the
 PV0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0422.degrees latitude (g = 980.6199 gals.).
 PV0422
 PV0422.The modeled gravity was interpolated from observed gravity values.
 PV0422
 PV0422;                    North         East    Units  Estimated Accuracy
 PV0422;SPC WY E     -   415,630.      220,460.      MT  (+/- 180 meters Scaled)
 PV0422
 PV0422                          SUPERSEDED SURVEY CONTROL
 PV0422
 PV0422.No superseded survey control is available for this station.
 PV0422
 PV0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ071987(NAD 83)
 PV0422_MARKER: I = METAL ROD
 PV0422_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PV0422_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PV0422_STAMPING: V 353 1985
 PV0422_MARK LOGO: NGS   
 PV0422_PROJECTION: FLUSH
 PV0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0422+STABILITY: POSITION/ELEVATION WELL
 PV0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0422+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0422_ROD/PIPE-DEPTH: 9.1  meters
 PV0422_SLEEVE-DEPTH  : 7.0 meters
 PV0422
 PV0422  HISTORY     - Date     Condition        Report By
 PV0422  HISTORY     - 1985     MONUMENTED       NGS
 PV0422  HISTORY     - 19910828 GOOD             NGS
 PV0422
 PV0422                          STATION DESCRIPTION
 PV0422
 PV0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0422'4.3 KM (2.7 MI) SE FROM MOORCROFT.
 PV0422'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 PV0422'4.3 KM (2.7 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE JUNCTION OF US
 PV0422'HIGHWAY 14 AT MOORCROFT, IN THE SOUTHWEST CORNER OF THE Y JUNCTION OF
 PV0422'THE OLD HIGHWAY BED (PRIVATE ROAD), 0.65 KM (0.4 MI) NORTHWEST OF
 PV0422'MILEPOST 3, 37 METERS (121.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 PV0422'46.6 METERS (153 FT) NORTHWEST OF THE CENTER OF THE ROAD, 45.9 METERS
 PV0422'(150.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACKS OF
 PV0422'THE BURLINGTON NORTHERN RAILROAD AND 0.9 METER (3 FT) NORTHEAST OF A
 PV0422'RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PV0422'5-INCH LOGO CAP.
 PV0422'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 PV0422
 PV0422                          STATION RECOVERY (1991)
 PV0422
 PV0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0422'4.2 KM (2.60 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 16 FROM THE
 PV0422'JUNCTION OF U.S. HIGHWAY 14 IN MOORCROFT, 46.6 M (152.9 FT)
 PV0422'NORTHWEST OF THE CENTER OF AN ABANDONED PAVED ROAD AND GATE, 45.9 M
 PV0422'(150.6 FT) NORTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 PV0422'RAILROAD, 37.0 M (121.4 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PV0422'HIGHWAY, 0.9 M (3.0 FT) NORTHEAST OF A FENCE, AND 0.5 M (1.6 FT)
 PV0422'SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 PV0422'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0364 ***********************************************************************
 PV0364  DESIGNATION -  V 354
 PV0364  PID         -  PV0364
 PV0364  STATE/COUNTY-  WY/CAMPBELL
 PV0364  USGS QUAD   -  PLEASANTDALE (1971)
 PV0364
 PV0364                         *CURRENT SURVEY CONTROL
 PV0364  ___________________________________________________________________
 PV0364* NAD 83(1986)-  44 02 07.     (N)    105 43 11.     (W)     SCALED    
 PV0364* NAVD 88     -      1504.227  (meters)    4935.12   (feet)  ADJUSTED  
 PV0364  ___________________________________________________________________
 PV0364  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 PV0364  DYNAMIC HT  -        1503.498 (meters)    4932.73  (feet)  COMP
 PV0364  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 PV0364
 PV0364  VERT ORDER  -  FIRST     CLASS II
 PV0364
 PV0364.The horizontal coordinates were scaled from a topographic map and have
 PV0364.an estimated accuracy of +/- 6 seconds.
 PV0364
 PV0364.The orthometric height was determined by differential leveling
 PV0364.and adjusted by the National Geodetic Survey in June 1991..
 PV0364
 PV0364.The geoid height was determined by GEOID03.
 PV0364
 PV0364.The dynamic height is computed by dividing the NAVD 88
 PV0364.geopotential number by the normal gravity value computed on the
 PV0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0364.degrees latitude (g = 980.6199 gals.).
 PV0364
 PV0364.The modeled gravity was interpolated from observed gravity values.
 PV0364
 PV0364;                    North         East    Units  Estimated Accuracy
 PV0364;SPC WY E     -   392,820.      155,670.      MT  (+/- 180 meters Scaled)
 PV0364
 PV0364                          SUPERSEDED SURVEY CONTROL
 PV0364
 PV0364  NGVD 29 (06/08/92) 1503.459  (m)         4932.60   (f) ADJUSTED    1 2
 PV0364
 PV0364.Superseded values are not recommended for survey control.
 PV0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0364.See file dsdata.txt to determine how the superseded data were derived.
 PV0364
 PV0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ423760(NAD 83)
 PV0364_MARKER: I = METAL ROD
 PV0364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0364_SP_SET: STAINLESS STEEL ROD
 PV0364_STAMPING: V 354 1985
 PV0364_MARK LOGO: NGS   
 PV0364_PROJECTION: FLUSH
 PV0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0364_ROD/PIPE-DEPTH: 5.5  meters
 PV0364
 PV0364  HISTORY     - Date     Condition        Report By
 PV0364  HISTORY     - 1985     MONUMENTED       NGS
 PV0364
 PV0364                          STATION DESCRIPTION
 PV0364
 PV0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0364'19.9 KM (12.4 MI) NORTH FROM SAVAGETON.
 PV0364'19.9 KM (12.4 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 PV0364'SAVAGETON ROAD AT SAVAGETON, AT THE SOUTH END OF A TALL CUT, IN THE
 PV0364'NORTHWEST CORNER OF THE T JUNCTION OF A TRACK ROAD LEADING WEST,
 PV0364'0.32 KM (0.20 MI) SOUTH OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 PV0364'EAST TO A RANCH, 29.7 METERS (97.5 FT) WEST OF THE HIGHWAY CENTERLINE,
 PV0364'59.1 METERS (194 FT) SOUTH OF THE SOUTHWEST POWER POLE FOR A POWER
 PV0364'LINE CROSSING, 53.3 METERS (175 FT) NORTHWEST OF MILEPOST 23, 5.5
 PV0364'METERS (18 FT) NORTH OF THE CENTER OF THE ROAD, 2.1 METERS (7 FT)
 PV0364'NORTH OF THE NORTH END OF A WIRE GATE IN THE RIGHT OF WAY FENCE AND
 PV0364'0.5 METER (1.8 FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 PV0364'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0364'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0364'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0319 ***********************************************************************
 OU0319  DESIGNATION -  V 355
 OU0319  PID         -  OU0319
 OU0319  STATE/COUNTY-  WY/CAMPBELL
 OU0319  USGS QUAD   -  PINE TREE (1977)
 OU0319
 OU0319                         *CURRENT SURVEY CONTROL
 OU0319  ___________________________________________________________________
 OU0319* NAD 83(1986)-  43 35 34.     (N)    105 49 07.     (W)     SCALED    
 OU0319* NAVD 88     -      1654.600  (meters)    5428.47   (feet)  ADJUSTED  
 OU0319  ___________________________________________________________________
 OU0319  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 OU0319  DYNAMIC HT  -        1653.647 (meters)    5425.34  (feet)  COMP
 OU0319  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 OU0319
 OU0319  VERT ORDER  -  FIRST     CLASS II
 OU0319
 OU0319.The horizontal coordinates were scaled from a topographic map and have
 OU0319.an estimated accuracy of +/- 6 seconds.
 OU0319
 OU0319.The orthometric height was determined by differential leveling
 OU0319.and adjusted by the National Geodetic Survey in June 1991..
 OU0319
 OU0319.The geoid height was determined by GEOID03.
 OU0319
 OU0319.The dynamic height is computed by dividing the NAVD 88
 OU0319.geopotential number by the normal gravity value computed on the
 OU0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0319.degrees latitude (g = 980.6199 gals.).
 OU0319
 OU0319.The modeled gravity was interpolated from observed gravity values.
 OU0319
 OU0319;                    North         East    Units  Estimated Accuracy
 OU0319;SPC WY E     -   343,710.      147,360.      MT  (+/- 180 meters Scaled)
 OU0319
 OU0319                          SUPERSEDED SURVEY CONTROL
 OU0319
 OU0319  NGVD 29 (06/08/92) 1653.753  (m)         5425.69   (f) ADJUSTED    1 2
 OU0319
 OU0319.Superseded values are not recommended for survey control.
 OU0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0319.See file dsdata.txt to determine how the superseded data were derived.
 OU0319
 OU0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ339269(NAD 83)
 OU0319_MARKER: I = METAL ROD
 OU0319_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0319+WITH SETTING: INFORMATION.
 OU0319_SP_SET: SHALLOW-SET METAL ROD
 OU0319_STAMPING: V 355 1985
 OU0319_MARK LOGO: NGS   
 OU0319_PROJECTION: FLUSH
 OU0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0319_ROD/PIPE-DEPTH: 2.9  meters
 OU0319
 OU0319  HISTORY     - Date     Condition        Report By
 OU0319  HISTORY     - 1985     MONUMENTED       NGS
 OU0319
 OU0319                          STATION DESCRIPTION
 OU0319
 OU0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0319'3.9 KM (2.4 MI) SW FROM PINE TREE JUNCTION.
 OU0319'3.9 KM (2.4 MI) SOUTHWEST ALONG STATE HIGHWAY 387 FROM PINE TREE
 OU0319'JUNCTION, AT AN ANGLE IRON BRACE IN THE RIGHT OF WAY FENCE, 0.19 KM
 OU0319'(0.12 MI) NORTHEAST OF THE NORTHEAST END OF A EAST BOUND PASSING LANE,
 OU0319'0.52 KM (0.32 MI) SOUTHWEST OF MILEPOST 130, 37.5 METERS (123 FT)
 OU0319'SOUTHEAST OF THE HIGHWAY CENTERLINE, 0.6 METER (2 FT) NORTH OF THE
 OU0319'BRACED POST AND 0.3 METER (1 FT) NORTHWEST OF THE RIGHT OF WAY FENCE.
 OU0319'ROD SET TO 9.5 FEET ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS
 OU0319'HAD THROUGH A 5-INCH LOGO CAP.
 OU0319'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 OU0319'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0280 ***********************************************************************
 OV0280  DESIGNATION -  V 356
 OV0280  PID         -  OV0280
 OV0280  STATE/COUNTY-  WY/JOHNSON
 OV0280  USGS QUAD   -  EDGERTON (1984)
 OV0280
 OV0280                         *CURRENT SURVEY CONTROL
 OV0280  ___________________________________________________________________
 OV0280* NAD 83(1986)-  43 29 51.     (N)    106 10 46.     (W)     SCALED    
 OV0280* NAVD 88     -      1598.918  (meters)    5245.78   (feet)  ADJUSTED  
 OV0280  ___________________________________________________________________
 OV0280  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 OV0280  DYNAMIC HT  -        1597.982 (meters)    5242.71  (feet)  COMP
 OV0280  MODELED GRAV-     979,978.2   (mgal)                       NAVD 88
 OV0280
 OV0280  VERT ORDER  -  FIRST     CLASS II
 OV0280
 OV0280.The horizontal coordinates were scaled from a topographic map and have
 OV0280.an estimated accuracy of +/- 6 seconds.
 OV0280
 OV0280.The orthometric height was determined by differential leveling
 OV0280.and adjusted by the National Geodetic Survey in June 1991..
 OV0280
 OV0280.The geoid height was determined by GEOID03.
 OV0280
 OV0280.The dynamic height is computed by dividing the NAVD 88
 OV0280.geopotential number by the normal gravity value computed on the
 OV0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0280.degrees latitude (g = 980.6199 gals.).
 OV0280
 OV0280.The modeled gravity was interpolated from observed gravity values.
 OV0280
 OV0280;                    North         East    Units  Estimated Accuracy
 OV0280;SPC WYEC     -   433,570.      493,320.      MT  (+/- 180 meters Scaled)
 OV0280
 OV0280                          SUPERSEDED SURVEY CONTROL
 OV0280
 OV0280  NGVD 29 (06/08/92) 1598.061  (m)         5242.97   (f) ADJUSTED    1 2
 OV0280
 OV0280.Superseded values are not recommended for survey control.
 OV0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0280.See file dsdata.txt to determine how the superseded data were derived.
 OV0280
 OV0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ046167(NAD 83)
 OV0280_MARKER: I = METAL ROD
 OV0280_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0280+WITH SETTING: INFORMATION.
 OV0280_SP_SET: SHALLOW-SET METAL ROD
 OV0280_STAMPING: V 356 1985
 OV0280_MARK LOGO: NGS   
 OV0280_PROJECTION: FLUSH
 OV0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0280_ROD/PIPE-DEPTH: 2.7  meters
 OV0280
 OV0280  HISTORY     - Date     Condition        Report By
 OV0280  HISTORY     - 1985     MONUMENTED       NGS
 OV0280
 OV0280                          STATION DESCRIPTION
 OV0280
 OV0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0280'13.6 KM (8.45 MI) NE FROM MIDWEST.
 OV0280'13.55 KM (8.42 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE JUNCTION
 OV0280'OF STATE HIGHWAY 259 AT MIDWEST, ON TOP OF THE NORTHEAST END OF A
 OV0280'KNOLL, 0.78 KM (0.48 MI) NORTHEAST OF THE NATRONA-JOHNSON COUNTY LINE,
 OV0280'0.68 KM (0.42 MI) NORTHEAST OF MILEPOST 108, 45.4 METERS (149 FT)
 OV0280'NORTHWEST OF THE HIGHWAY CENTERLINE, 102.1 METERS (335 FT) NORTHEAST
 OV0280'OF THE SOUTHEAST OUTSIDE CORNER OF A DOUBLE ANGLED OFFSET IN THE RIGHT
 OV0280'OF WAY FENCE, 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT OF WAY FENCE AND
 OV0280'ABOUT 200 FEET EAST-NORTHEAST OF THE APPROXIMATE TOP OF THE KNOLL.
 OV0280'ROD SET TO 9 FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS
 OV0280'HAD THROUGH A 5-INCH LOGO CAP.
 OV0280'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 OV0280'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0382 ***********************************************************************
 PV0382  DESIGNATION -  V 357
 PV0382  PID         -  PV0382
 PV0382  STATE/COUNTY-  WY/CAMPBELL
 PV0382  USGS QUAD   -  WESTON (1972)
 PV0382
 PV0382                         *CURRENT SURVEY CONTROL
 PV0382  ___________________________________________________________________
 PV0382* NAD 83(1986)-  44 39 02.     (N)    105 20 41.     (W)     SCALED    
 PV0382* NAVD 88     -      1157.239  (meters)    3796.71   (feet)  ADJUSTED  
 PV0382  ___________________________________________________________________
 PV0382  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 PV0382  DYNAMIC HT  -        1156.846 (meters)    3795.42  (feet)  COMP
 PV0382  MODELED GRAV-     980,237.9   (mgal)                       NAVD 88
 PV0382
 PV0382  VERT ORDER  -  FIRST     CLASS II
 PV0382
 PV0382.The horizontal coordinates were scaled from a topographic map and have
 PV0382.an estimated accuracy of +/- 6 seconds.
 PV0382
 PV0382.The orthometric height was determined by differential leveling
 PV0382.and adjusted by the National Geodetic Survey in June 1991..
 PV0382
 PV0382.The geoid height was determined by GEOID03.
 PV0382
 PV0382.The dynamic height is computed by dividing the NAVD 88
 PV0382.geopotential number by the normal gravity value computed on the
 PV0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0382.degrees latitude (g = 980.6199 gals.).
 PV0382
 PV0382.The modeled gravity was interpolated from observed gravity values.
 PV0382
 PV0382;                    North         East    Units  Estimated Accuracy
 PV0382;SPC WY E     -   461,050.      185,880.      MT  (+/- 180 meters Scaled)
 PV0382
 PV0382                          SUPERSEDED SURVEY CONTROL
 PV0382
 PV0382.No superseded survey control is available for this station.
 PV0382
 PV0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK726441(NAD 83)
 PV0382_MARKER: I = METAL ROD
 PV0382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0382_SP_SET: STAINLESS STEEL ROD
 PV0382_STAMPING: V 357 1985
 PV0382_MARK LOGO: NGS   
 PV0382_PROJECTION: FLUSH
 PV0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0382_ROD/PIPE-DEPTH: 7.3  meters
 PV0382
 PV0382  HISTORY     - Date     Condition        Report By
 PV0382  HISTORY     - 1985     MONUMENTED       NGS
 PV0382
 PV0382                          STATION DESCRIPTION
 PV0382
 PV0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0382'53.1 KM (33.0 MI) SOUTH FROM BIDDLE MONTANA.
 PV0382'53.11 KM (33.01 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0382'SCHOOL AT BIDDLE MONTANA, AT A T JUNCTION IN THE RIGHT OF WAY FENCE,
 PV0382'ON THE TOP OF THE NORTHWEST BANK OF A STEEP RAVINE, 1.64 KM (1.02 MI)
 PV0382'NORTHWEST OF THE JUNCTION OF ROCKY POINT ROAD AT WESTON, 29.9 METERS
 PV0382'(98 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 86.0 METERS (282 FT)
 PV0382'WEST-NORTHWEST OF MILEPOST 145, 39.9 METERS (131 FT) WEST-NORTHWEST OF
 PV0382'A 36-INCH PIPE CULVERT AT THE BOTTOM OF THE RAVINE AND 0.3 METER (1
 PV0382'FT) NORTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 PV0382'IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0382'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0382'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0287 ***********************************************************************
 OV0287  DESIGNATION -  V 358
 OV0287  PID         -  OV0287
 OV0287  STATE/COUNTY-  WY/NATRONA
 OV0287  USGS QUAD   -  EDGERTON (1984)
 OV0287
 OV0287                         *CURRENT SURVEY CONTROL
 OV0287  ___________________________________________________________________
 OV0287* NAD 83(1986)-  43 25 56.     (N)    106 14 23.     (W)     SCALED    
 OV0287* NAVD 88     -      1550.853  (meters)    5088.09   (feet)  ADJUSTED  
 OV0287  ___________________________________________________________________
 OV0287  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 OV0287  DYNAMIC HT  -        1549.993 (meters)    5085.27  (feet)  COMP
 OV0287  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 OV0287
 OV0287  VERT ORDER  -  FIRST     CLASS II
 OV0287
 OV0287.The horizontal coordinates were scaled from a topographic map and have
 OV0287.an estimated accuracy of +/- 6 seconds.
 OV0287
 OV0287.The orthometric height was determined by differential leveling
 OV0287.and adjusted by the National Geodetic Survey in June 1991..
 OV0287
 OV0287.The geoid height was determined by GEOID03.
 OV0287
 OV0287.The dynamic height is computed by dividing the NAVD 88
 OV0287.geopotential number by the normal gravity value computed on the
 OV0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0287.degrees latitude (g = 980.6199 gals.).
 OV0287
 OV0287.The modeled gravity was interpolated from observed gravity values.
 OV0287
 OV0287;                    North         East    Units  Estimated Accuracy
 OV0287;SPC WYEC     -   426,250.      488,540.      MT  (+/- 180 meters Scaled)
 OV0287
 OV0287                          SUPERSEDED SURVEY CONTROL
 OV0287
 OV0287  NGVD 29 (06/08/92) 1550.048  (m)         5085.45   (f) ADJUSTED    1 2
 OV0287
 OV0287.Superseded values are not recommended for survey control.
 OV0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0287.See file dsdata.txt to determine how the superseded data were derived.
 OV0287
 OV0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ996095(NAD 83)
 OV0287_MARKER: I = METAL ROD
 OV0287_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0287+WITH SETTING: INFORMATION.
 OV0287_SP_SET: SHALLOW-SET METAL ROD
 OV0287_STAMPING: V 358 1985
 OV0287_MARK LOGO: NGS   
 OV0287_PROJECTION: FLUSH
 OV0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0287_ROD/PIPE-DEPTH: 1.2  meters
 OV0287
 OV0287  HISTORY     - Date     Condition        Report By
 OV0287  HISTORY     - 1985     MONUMENTED       NGS
 OV0287
 OV0287                          STATION DESCRIPTION
 OV0287
 OV0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0287'3.9 KM (2.4 MI) NE FROM MIDWEST.
 OV0287'3.91 KM (2.43 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE JUNCTION
 OV0287'OF STATE HIGHWAY 259 AT MIDWEST, IN THE CENTER OF A DOUBLE WOODEN POST
 OV0287'BRACE IN THE RIGHT OF WAY FENCE, 0.58 KM (0.36 MI) NORTHEAST OF
 OV0287'MILEPOST 102, 40.8 METERS (134 FT) NORTHWEST OF THE HIGHWAY
 OV0287'CENTERLINE, 126.5 METERS (415 FT) NORTHEAST OF THE NORTHEAST END OF A
 OV0287'GATE IN THE RIGHT OF WAY FENCE, 0.8 METER (2.5 FT) SOUTHEAST OF A
 OV0287'WYOMING STATE HIGHWAY MARK 127+87.70 AND 0.3 METER (1 FT) SOUTHEAST OF
 OV0287'THE RIGHT OF WAY FENCE.  ROD SET TO 4 FOOT ANCHORED REFUSAL.
 OV0287'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OV0287'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OV0287'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0325 ***********************************************************************
 PW0325  DESIGNATION -  V 36
 PW0325  PID         -  PW0325
 PW0325  STATE/COUNTY-  WY/WASHAKIE
 PW0325  USGS QUAD   -  WILD HORSE HILL (1967)
 PW0325
 PW0325                         *CURRENT SURVEY CONTROL
 PW0325  ___________________________________________________________________
 PW0325* NAD 83(1986)-  44 00 04.     (N)    107 34 27.     (W)     SCALED    
 PW0325* NAVD 88     -      1442.700  (meters)    4733.26   (feet)  ADJUSTED  
 PW0325  ___________________________________________________________________
 PW0325  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 PW0325  DYNAMIC HT  -        1442.001 (meters)    4730.96  (feet)  COMP
 PW0325  MODELED GRAV-     980,083.6   (mgal)                       NAVD 88
 PW0325
 PW0325  VERT ORDER  -  FIRST     CLASS II
 PW0325
 PW0325.The horizontal coordinates were scaled from a topographic map and have
 PW0325.an estimated accuracy of +/- 6 seconds.
 PW0325
 PW0325.The orthometric height was determined by differential leveling
 PW0325.and adjusted by the National Geodetic Survey in June 1991..
 PW0325
 PW0325.The geoid height was determined by GEOID03.
 PW0325
 PW0325.The dynamic height is computed by dividing the NAVD 88
 PW0325.geopotential number by the normal gravity value computed on the
 PW0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0325.degrees latitude (g = 980.6199 gals.).
 PW0325
 PW0325.The modeled gravity was interpolated from observed gravity values.
 PW0325
 PW0325;                    North         East    Units  Estimated Accuracy
 PW0325;SPC WYEC     -   488,900.      380,690.      MT  (+/- 180 meters Scaled)
 PW0325
 PW0325                          SUPERSEDED SURVEY CONTROL
 PW0325
 PW0325  NGVD 29 (??/??/92) 1441.895  (m)         4730.62   (f) ADJ UNCH    1 2
 PW0325
 PW0325.Superseded values are not recommended for survey control.
 PW0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0325.See file dsdata.txt to determine how the superseded data were derived.
 PW0325
 PW0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ936752(NAD 83)
 PW0325_MARKER: DB = BENCH MARK DISK
 PW0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0325_STAMPING: V 36 1934
 PW0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0325+STABILITY: SURFACE MOTION
 PW0325
 PW0325  HISTORY     - Date     Condition        Report By
 PW0325  HISTORY     - 1934     MONUMENTED       CGS
 PW0325  HISTORY     - 1966     GOOD             USGS
 PW0325
 PW0325                          STATION DESCRIPTION
 PW0325
 PW0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0325'7.6 MI SW FROM TEN SLEEP.
 PW0325'7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0325'COUNTY, 300 FEET NORTHEAST OF A CONCRETE CULVERT AT A SHARP CURVE TO
 PW0325'THE WEST, 200 FEET SOUTHEAST OF TWIN HILLS, 46.2 FEET NORTHWEST OF THE
 PW0325'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 PW0325'DISK, STAMPED V 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0325
 PW0325                          STATION RECOVERY (1966)
 PW0325
 PW0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0314 ***********************************************************************
 OV0314  DESIGNATION -  V 360
 OV0314  PID         -  OV0314
 OV0314  STATE/COUNTY-  WY/NATRONA
 OV0314  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0314
 OV0314                         *CURRENT SURVEY CONTROL
 OV0314  ___________________________________________________________________
 OV0314* NAD 83(1986)-  43 06 24.     (N)    106 20 10.     (W)     SCALED    
 OV0314* NAVD 88     -      1722.176  (meters)    5650.17   (feet)  ADJUSTED  
 OV0314  ___________________________________________________________________
 OV0314  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 OV0314  DYNAMIC HT  -        1721.093 (meters)    5646.62  (feet)  COMP
 OV0314  MODELED GRAV-     979,930.3   (mgal)                       NAVD 88
 OV0314
 OV0314  VERT ORDER  -  FIRST     CLASS II
 OV0314
 OV0314.The horizontal coordinates were scaled from a topographic map and have
 OV0314.an estimated accuracy of +/- 6 seconds.
 OV0314
 OV0314.The orthometric height was determined by differential leveling
 OV0314.and adjusted by the National Geodetic Survey in June 1991..
 OV0314
 OV0314.The geoid height was determined by GEOID03.
 OV0314
 OV0314.The dynamic height is computed by dividing the NAVD 88
 OV0314.geopotential number by the normal gravity value computed on the
 OV0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0314.degrees latitude (g = 980.6199 gals.).
 OV0314
 OV0314.The modeled gravity was interpolated from observed gravity values.
 OV0314
 OV0314;                    North         East    Units  Estimated Accuracy
 OV0314;SPC WYEC     -   389,990.      481,170.      MT  (+/- 180 meters Scaled)
 OV0314
 OV0314                          SUPERSEDED SURVEY CONTROL
 OV0314
 OV0314  NGVD 29 (06/08/92) 1721.274  (m)         5647.21   (f) ADJUSTED    1 2
 OV0314
 OV0314.Superseded values are not recommended for survey control.
 OV0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0314.See file dsdata.txt to determine how the superseded data were derived.
 OV0314
 OV0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH912735(NAD 83)
 OV0314_MARKER: I = METAL ROD
 OV0314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0314_SP_SET: STAINLESS STEEL ROD
 OV0314_STAMPING: V 360 1985
 OV0314_MARK LOGO: NGS   
 OV0314_PROJECTION: FLUSH
 OV0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0314_ROD/PIPE-DEPTH: 5.5  meters
 OV0314
 OV0314  HISTORY     - Date     Condition        Report By
 OV0314  HISTORY     - 1985     MONUMENTED       NGS
 OV0314  HISTORY     - 19920825 GOOD             USPSQD
 OV0314
 OV0314                          STATION DESCRIPTION
 OV0314
 OV0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0314'29.3 KM (18.2 MI) NORTH FROM CASPER.
 OV0314'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 OV0314'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 OV0314'23.39 KM (14.54 MI) NORTH ALONG I 25 SERVICE ROAD, IN THE CENTER OF A
 OV0314'DOUBLE WOODEN POST BRACE AT A T JUNCTION OF FENCE LINES IN THE RIGHT
 OV0314'OF WAY FENCE, 0.17 KM (0.11 MI) NORTH OF THE T JUNCTION OF TEAPOT ROAD
 OV0314'LEADING EAST, 44.8 METERS (147 FT) EAST OF THE CENTER OF THE ROAD, 1.5
 OV0314'METERS (4.8 FT) NORTH OF THE FENCE T JUNCTION AND 0.3 METER (1 FT)
 OV0314'WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 OV0314'THROUGH A 5-INCH LOGO CAP.
 OV0314'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OV0314'THE MARK IS 3.0 M BELOW THE ROAD.
 OV0314
 OV0314                          STATION RECOVERY (1992)
 OV0314
 OV0314'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 OV0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0335 ***********************************************************************
 OU0335  DESIGNATION -  V 361
 OU0335  PID         -  OU0335
 OU0335  STATE/COUNTY-  WY/WESTON
 OU0335  USGS QUAD   -  NEWCASTLE (1979)
 OU0335
 OU0335                         *CURRENT SURVEY CONTROL
 OU0335  ___________________________________________________________________
 OU0335* NAD 83(1986)-  43 51 02.     (N)    104 14 14.     (W)     SCALED    
 OU0335* NAVD 88     -      1284.851  (meters)    4215.38   (feet)  ADJUSTED  
 OU0335  ___________________________________________________________________
 OU0335  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 OU0335  DYNAMIC HT  -        1284.286 (meters)    4213.53  (feet)  COMP
 OU0335  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 OU0335
 OU0335  VERT ORDER  -  FIRST     CLASS II
 OU0335
 OU0335.The horizontal coordinates were scaled from a topographic map and have
 OU0335.an estimated accuracy of +/- 6 seconds.
 OU0335
 OU0335.The orthometric height was determined by differential leveling
 OU0335.and adjusted by the National Geodetic Survey in June 1991..
 OU0335
 OU0335.The geoid height was determined by GEOID03.
 OU0335
 OU0335.The dynamic height is computed by dividing the NAVD 88
 OU0335.geopotential number by the normal gravity value computed on the
 OU0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0335.degrees latitude (g = 980.6199 gals.).
 OU0335
 OU0335.The modeled gravity was interpolated from observed gravity values.
 OU0335
 OU0335;                    North         East    Units  Estimated Accuracy
 OU0335;SPC WY E     -   372,570.      274,730.      MT  (+/- 180 meters Scaled)
 OU0335
 OU0335                          SUPERSEDED SURVEY CONTROL
 OU0335
 OU0335.No superseded survey control is available for this station.
 OU0335
 OU0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ613555(NAD 83)
 OU0335_MARKER: I = METAL ROD
 OU0335_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OU0335+WITH SETTING: INFORMATION.
 OU0335_SP_SET: SHALLOW-SET METAL ROD
 OU0335_STAMPING: V 361 1985
 OU0335_MARK LOGO: NGS   
 OU0335_PROJECTION: FLUSH
 OU0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0335_ROD/PIPE-DEPTH: 1.2  meters
 OU0335
 OU0335  HISTORY     - Date     Condition        Report By
 OU0335  HISTORY     - 1985     MONUMENTED       NGS
 OU0335
 OU0335                          STATION DESCRIPTION
 OU0335
 OU0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0335'2.9 KM (1.8 MI) WEST FROM NEWCASTLE.
 OU0335'2.9 KM (1.8 MI) WEST ALONG US HIGHWAY 16 (MAIN STREET) FROM THE COUNTY
 OU0335'COURTHOUSE AT NEWCASTLE, AT THE NORTHWEST CORNER OF THE FARNSWORTH
 OU0335'DRILLING COMPANY YARD, 23.4 METERS (77 FT) SOUTH OF THE CENTER OF THE
 OU0335'EAST BOUND LANES OF MAIN STREET, 5.2 METERS (17 FT) WEST OF THE WEST
 OU0335'END OF A CHAIN LINK GATE, 0.5 METER (1.5 FT) NORTH OF A CHAIN LINK
 OU0335'FENCE AND 0.5 METER (1.5 FT) EAST OF A CHAIN LINK FENCE.  ROD SET TO
 OU0335'4-FOOT ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OU0335'5-INCH LOGO CAP.
 OU0335'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OU0335'THE MARK IS 0.3 M BELOW MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0362 ***********************************************************************
 OU0362  DESIGNATION -  V 362
 OU0362  PID         -  OU0362
 OU0362  STATE/COUNTY-  WY/WESTON
 OU0362  USGS QUAD   -  DEWEY (1951)
 OU0362
 OU0362                         *CURRENT SURVEY CONTROL
 OU0362  ___________________________________________________________________
 OU0362* NAD 83(1986)-  43 32 52.     (N)    104 06 33.     (W)     SCALED    
 OU0362* NAVD 88     -      1130.311  (meters)    3708.36   (feet)  ADJUSTED  
 OU0362  ___________________________________________________________________
 OU0362  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 OU0362  DYNAMIC HT  -        1129.844 (meters)    3706.83  (feet)  COMP
 OU0362  MODELED GRAV-     980,166.4   (mgal)                       NAVD 88
 OU0362
 OU0362  VERT ORDER  -  FIRST     CLASS II
 OU0362
 OU0362.The horizontal coordinates were scaled from a topographic map and have
 OU0362.an estimated accuracy of +/- 6 seconds.
 OU0362
 OU0362.The orthometric height was determined by differential leveling
 OU0362.and adjusted by the National Geodetic Survey in June 1991..
 OU0362
 OU0362.The geoid height was determined by GEOID03.
 OU0362
 OU0362.The dynamic height is computed by dividing the NAVD 88
 OU0362.geopotential number by the normal gravity value computed on the
 OU0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0362.degrees latitude (g = 980.6199 gals.).
 OU0362
 OU0362.The modeled gravity was interpolated from observed gravity values.
 OU0362
 OU0362;                    North         East    Units  Estimated Accuracy
 OU0362;SPC WY E     -   339,050.      285,460.      MT  (+/- 180 meters Scaled)
 OU0362
 OU0362                          SUPERSEDED SURVEY CONTROL
 OU0362
 OU0362.No superseded survey control is available for this station.
 OU0362
 OU0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ719220(NAD 83)
 OU0362_MARKER: I = METAL ROD
 OU0362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0362_SP_SET: STAINLESS STEEL ROD
 OU0362_STAMPING: V 362 1985
 OU0362_MARK LOGO: NGS   
 OU0362_PROJECTION: FLUSH
 OU0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0362_ROD/PIPE-DEPTH: 4.8  meters
 OU0362
 OU0362  HISTORY     - Date     Condition        Report By
 OU0362  HISTORY     - 1985     MONUMENTED       NGS
 OU0362
 OU0362                          STATION DESCRIPTION
 OU0362
 OU0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0362'35.7 KM (22.2 MI) SOUTH FROM NEWCASTLE.
 OU0362'35.75 KM (22.2 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0362'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0362'NEWCASTLE, IN THE NORTHEAST CORNER OF THE T JUNCTION OF DEWEY ROAD,
 OU0362'14.8 METERS (48.5 FT) EAST OF THE HIGHWAY CENTERLINE, 21.3 METERS (70
 OU0362'FT) NORTH OF THE CENTER OF THE ROAD, 14.0 METERS (46 FT) NORTH OF A
 OU0362'FENCE CORNER AND 0.3 METER (1 FT) WEST OF A RIGHT-OF-WAY FENCE.
 OU0362'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0362'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OU0362'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1029 ***********************************************************************
 PY1029  DESIGNATION -  V 365
 PY1029  PID         -  PY1029
 PY1029  STATE/COUNTY-  WY/PARK
 PY1029  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1029
 PY1029                         *CURRENT SURVEY CONTROL
 PY1029  ___________________________________________________________________
 PY1029* NAD 83(1986)-  44 56 58.     (N)    110 27 14.     (W)     SCALED    
 PY1029* NAVD 88     -      2002.566  (meters)    6570.09   (feet)  ADJUSTED  
 PY1029  ___________________________________________________________________
 PY1029  GEOID HEIGHT-          -8.41  (meters)                     GEOID03
 PY1029  DYNAMIC HT  -        2001.474 (meters)    6566.50  (feet)  COMP
 PY1029  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 PY1029
 PY1029  VERT ORDER  -  FIRST     CLASS II
 PY1029
 PY1029.The horizontal coordinates were scaled from a topographic map and have
 PY1029.an estimated accuracy of +/- 6 seconds.
 PY1029
 PY1029.The orthometric height was determined by differential leveling
 PY1029.and adjusted by the National Geodetic Survey in June 1991..
 PY1029
 PY1029.The geoid height was determined by GEOID03.
 PY1029
 PY1029.The dynamic height is computed by dividing the NAVD 88
 PY1029.geopotential number by the normal gravity value computed on the
 PY1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1029.degrees latitude (g = 980.6199 gals.).
 PY1029
 PY1029.The modeled gravity was interpolated from observed gravity values.
 PY1029
 PY1029;                    North         East    Units  Estimated Accuracy
 PY1029;SPC WYWC     -   495,660.      465,540.      MT  (+/- 180 meters Scaled)
 PY1029
 PY1029                          SUPERSEDED SURVEY CONTROL
 PY1029
 PY1029  NGVD 29 (08/20/92) 2001.309  (m)         6565.96   (f) ADJUSTED    1 2
 PY1029
 PY1029.Superseded values are not recommended for survey control.
 PY1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1029.See file dsdata.txt to determine how the superseded data were derived.
 PY1029
 PY1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ430774(NAD 83)
 PY1029_MARKER: DB = BENCH MARK DISK
 PY1029_SETTING: 66 = SET IN ROCK OUTCROP
 PY1029_SP_SET: BEDROCK
 PY1029_STAMPING: V 365 1987
 PY1029_MARK LOGO: NGS   
 PY1029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1029+STABILITY: POSITION/ELEVATION WELL
 PY1029
 PY1029  HISTORY     - Date     Condition        Report By
 PY1029  HISTORY     - 1987     MONUMENTED       NGS
 PY1029
 PY1029                          STATION DESCRIPTION
 PY1029
 PY1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1029'5.7 KM (3.55 MI) WEST FROM TOWER JUNCTION.
 PY1029'5.7 KM (3.55 MI) WESTERLY ALONG MAMMOTH HOT SPRINGS-TOWER JUNCTION
 PY1029'HIGHWAY FROM THE RANGERB STATION IN TOWER JUNCTION, THENCE 0.1 KM
 PY1029'(0.05 MI) NORTH ALONG A GRAVELED ROAD LEADING TO A TRAIL HEAD, IN A
 PY1029'ROCK OUTCROP NEAR THE CENTER OF THE SOUTH RIM OF A SMALL DOME SHAPED
 PY1029'HILL, 33.6 M (110.2 FT) EAST OF THE CENTER OF THE ROAD, AND 1.3 M
 PY1029'(4.3 FT) NORTH OF THE SOUTH EDGE OF THE HILL.
 PY1029'THE MARK IS 6.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0766 ***********************************************************************
 PY0766  DESIGNATION -  V 366
 PY0766  PID         -  PY0766
 PY0766  STATE/COUNTY-  WY/TETON
 PY0766  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0766
 PY0766                         *CURRENT SURVEY CONTROL
 PY0766  ___________________________________________________________________
 PY0766* NAD 83(1986)-  44 34 12.     (N)    110 48 57.     (W)     SCALED    
 PY0766* NAVD 88     -      2198.715  (meters)    7213.62   (feet)  ADJUSTED  
 PY0766  ___________________________________________________________________
 PY0766  GEOID HEIGHT-          -8.89  (meters)                     GEOID03
 PY0766  DYNAMIC HT  -        2197.342 (meters)    7209.11  (feet)  COMP
 PY0766  MODELED GRAV-     979,914.4   (mgal)                       NAVD 88
 PY0766
 PY0766  VERT ORDER  -  FIRST     CLASS II
 PY0766
 PY0766.The horizontal coordinates were scaled from a topographic map and have
 PY0766.an estimated accuracy of +/- 6 seconds.
 PY0766
 PY0766.The orthometric height was determined by differential leveling
 PY0766.and adjusted by the National Geodetic Survey in June 1991..
 PY0766
 PY0766.The geoid height was determined by GEOID03.
 PY0766
 PY0766.The dynamic height is computed by dividing the NAVD 88
 PY0766.geopotential number by the normal gravity value computed on the
 PY0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0766.degrees latitude (g = 980.6199 gals.).
 PY0766
 PY0766.The modeled gravity was interpolated from observed gravity values.
 PY0766
 PY0766;                    North         East    Units  Estimated Accuracy
 PY0766;SPC WY W     -   552,340.      741,820.      MT  (+/- 180 meters Scaled)
 PY0766
 PY0766                          SUPERSEDED SURVEY CONTROL
 PY0766
 PY0766  NGVD 29 (08/20/92) 2197.385  (m)         7209.25   (f) ADJUSTED    1 2
 PY0766
 PY0766.Superseded values are not recommended for survey control.
 PY0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0766.See file dsdata.txt to determine how the superseded data were derived.
 PY0766
 PY0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ146352(NAD 83)
 PY0766_MARKER: I = METAL ROD
 PY0766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0766_SP_SET: STAINLESS STEEL ROD
 PY0766_STAMPING: V 366 1987
 PY0766_MARK LOGO: NGS   
 PY0766_PROJECTION: FLUSH
 PY0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0766_ROD/PIPE-DEPTH: 5.6  meters
 PY0766
 PY0766  HISTORY     - Date     Condition        Report By
 PY0766  HISTORY     - 1987     MONUMENTED       NGS
 PY0766
 PY0766                          STATION DESCRIPTION
 PY0766
 PY0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0766'10.4 KM (6.45 MI) SOUTH FROM MADISON JUNCTION.
 PY0766'10.4 KM (6.45 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB HIGHWAY
 PY0766'FROM THE JUNCTION OF MADISON JUNCTION-WEST YELLOWSTONE HIGHWAY IN
 PY0766'MADISON JUNCTION, 33.1 M (108.6 FT) NORTHEAST OF THE CENTERLINE OF
 PY0766'THE HIGHWAY, AND 6.3 M (20.7 FT) NORTHWEST OF THE CENTER OF A
 PY0766'GRAVELED ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PY0766'LOGO CAP.
 PY0766'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0868 ***********************************************************************
 PY0868  DESIGNATION -  V 367
 PY0868  PID         -  PY0868
 PY0868  STATE/COUNTY-  WY/PARK
 PY0868  USGS QUAD   -  LAKE (1986)
 PY0868
 PY0868                         *CURRENT SURVEY CONTROL
 PY0868  ___________________________________________________________________
 PY0868* NAD 83(1986)-  44 35 02.     (N)    110 23 00.     (W)     SCALED    
 PY0868* NAVD 88     -      2381.654  (meters)    7813.81   (feet)  ADJUSTED  
 PY0868  ___________________________________________________________________
 PY0868  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0868  DYNAMIC HT  -        2380.080 (meters)    7808.65  (feet)  COMP
 PY0868  MODELED GRAV-     979,870.6   (mgal)                       NAVD 88
 PY0868
 PY0868  VERT ORDER  -  FIRST     CLASS II
 PY0868
 PY0868.The horizontal coordinates were scaled from a topographic map and have
 PY0868.an estimated accuracy of +/- 6 seconds.
 PY0868
 PY0868.The orthometric height was determined by differential leveling
 PY0868.and adjusted by the National Geodetic Survey in June 1991..
 PY0868
 PY0868.The geoid height was determined by GEOID03.
 PY0868
 PY0868.The dynamic height is computed by dividing the NAVD 88
 PY0868.geopotential number by the normal gravity value computed on the
 PY0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0868.degrees latitude (g = 980.6199 gals.).
 PY0868
 PY0868.The modeled gravity was interpolated from observed gravity values.
 PY0868
 PY0868;                    North         East    Units  Estimated Accuracy
 PY0868;SPC WYWC     -   454,920.      470,300.      MT  (+/- 180 meters Scaled)
 PY0868
 PY0868                          SUPERSEDED SURVEY CONTROL
 PY0868
 PY0868  NGVD 29 (08/20/92) 2380.274  (m)         7809.28   (f) ADJUSTED    1 2
 PY0868
 PY0868.Superseded values are not recommended for survey control.
 PY0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0868.See file dsdata.txt to determine how the superseded data were derived.
 PY0868
 PY0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ489369(NAD 83)
 PY0868_MARKER: DB = BENCH MARK DISK
 PY0868_SETTING: 66 = SET IN ROCK OUTCROP
 PY0868_SP_SET: BEDROCK
 PY0868_STAMPING: V 367 1987
 PY0868_MARK LOGO: NGS   
 PY0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0868+STABILITY: POSITION/ELEVATION WELL
 PY0868
 PY0868  HISTORY     - Date     Condition        Report By
 PY0868  HISTORY     - 1987     MONUMENTED       NGS
 PY0868  HISTORY     - 1988     GOOD             USGS
 PY0868
 PY0868                          STATION DESCRIPTION
 PY0868
 PY0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0868'2.1 KM (1.30 MI) NORTH FROM LAKE JUNCTION.
 PY0868'2.1 KM (1.30 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0868'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, IN A LARGE
 PY0868'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 90.0 M (295.3 FT) NORTH OF
 PY0868'THE WEST HEADWALL OF A STONE CULVERT, 9.1 M (29.9 FT) SOUTH OF THE
 PY0868'WEST END OF A DRAIN PIPE, AND 6.5 M (21.3 FT) WEST OF THE CENTERLINE
 PY0868'OF THE HIGHWAY.
 PY0868'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 PY0868
 PY0868                          STATION RECOVERY (1988)
 PY0868
 PY0868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0928 ***********************************************************************
 PY0928  DESIGNATION -  V 368
 PY0928  PID         -  PY0928
 PY0928  STATE/COUNTY-  WY/TETON
 PY0928  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0928
 PY0928                         *CURRENT SURVEY CONTROL
 PY0928  ___________________________________________________________________
 PY0928* NAD 83(1986)-  44 35 30.     (N)    110 45 45.     (W)     SCALED    
 PY0928* NAVD 88     -      2211.280  (meters)    7254.84   (feet)  ADJUSTED  
 PY0928  ___________________________________________________________________
 PY0928  GEOID HEIGHT-          -8.84  (meters)                     GEOID03
 PY0928  DYNAMIC HT  -        2209.903 (meters)    7250.32  (feet)  COMP
 PY0928  MODELED GRAV-     979,915.4   (mgal)                       NAVD 88
 PY0928
 PY0928  VERT ORDER  -  FIRST     CLASS II
 PY0928
 PY0928.The horizontal coordinates were scaled from a topographic map and have
 PY0928.an estimated accuracy of +/- 6 seconds.
 PY0928
 PY0928.The orthometric height was determined by differential leveling
 PY0928.and adjusted by the National Geodetic Survey in June 1991..
 PY0928
 PY0928.The geoid height was determined by GEOID03.
 PY0928
 PY0928.The dynamic height is computed by dividing the NAVD 88
 PY0928.geopotential number by the normal gravity value computed on the
 PY0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0928.degrees latitude (g = 980.6199 gals.).
 PY0928
 PY0928.The modeled gravity was interpolated from observed gravity values.
 PY0928
 PY0928;                    North         East    Units  Estimated Accuracy
 PY0928;SPC WY W     -   554,710.      746,070.      MT  (+/- 180 meters Scaled)
 PY0928
 PY0928                          SUPERSEDED SURVEY CONTROL
 PY0928
 PY0928  NGVD 29 (08/20/92) 2209.951  (m)         7250.48   (f) ADJUSTED    1 2
 PY0928
 PY0928.Superseded values are not recommended for survey control.
 PY0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0928.See file dsdata.txt to determine how the superseded data were derived.
 PY0928
 PY0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ188376(NAD 83)
 PY0928_MARKER: DB = BENCH MARK DISK
 PY0928_SETTING: 80 = SET IN A BOULDER
 PY0928_SP_SET: BOULDER
 PY0928_STAMPING: V 368 1987
 PY0928_MARK LOGO: NGS   
 PY0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0928+STABILITY: SURFACE MOTION
 PY0928
 PY0928  HISTORY     - Date     Condition        Report By
 PY0928  HISTORY     - 1987     MONUMENTED       NGS
 PY0928
 PY0928                          STATION DESCRIPTION
 PY0928
 PY0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0928'15.2 KM (9.45 MI) SE FROM MADISON JUNCTION.
 PY0928'10.1 KM (6.30 MI) SOUTHERLY ALONG THE MAIN ROAD FROM MADISON
 PY0928'JUNCTION, THENCE 3.5 KM (2.15 MI) EASTERLY ALONG A SERVICE ROAD AND
 PY0928'MARY MOUNTAIN TRAIL TO A FOOT BRIDGE ACROSS NEZ PERCE CREEK, THENCE
 PY0928'1.6 KM (1.00 MI) EASTERLY ALONG MARY MOUNTAIN TRAIL, CEMENTED IN A
 PY0928'DRILL HOLE NEAR THE EAST EDGE OF A 3 X 3 FOOT BOULDER AT THE BOTTOM
 PY0928'OF A DRY WASH, 40.1 M (131.6 FT) NORTH OF THE NORTH BANK OF NEZ PERCE
 PY0928'CREEK AT THE FOOT OF A SLOPE, 17.5 M (57.4 FT) NORTH-NORTHEAST OF A
 PY0928'PINE TREE WITH AN ORANGE TRAIL MARKER SIGN, AND 3.9 M (12.8 FT)
 PY0928'NORTHWEST OF THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0657 ***********************************************************************
 PV0657  DESIGNATION -  V 370
 PV0657  PID         -  PV0657
 PV0657  STATE/COUNTY-  WY/CROOK
 PV0657  USGS QUAD   -  PFEIFFER HILL (1984)
 PV0657
 PV0657                         *CURRENT SURVEY CONTROL
 PV0657  ___________________________________________________________________
 PV0657* NAD 83(1986)-  44 19 48.     (N)    104 29 30.     (W)     SCALED    
 PV0657* NAVD 88     -      1420.193  (meters)    4659.42   (feet)  ADJUSTED  
 PV0657  ___________________________________________________________________
 PV0657  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 PV0657  DYNAMIC HT  -        1419.607 (meters)    4657.49  (feet)  COMP
 PV0657  MODELED GRAV-     980,154.5   (mgal)                       NAVD 88
 PV0657
 PV0657  VERT ORDER  -  FIRST     CLASS II
 PV0657
 PV0657.The horizontal coordinates were scaled from a topographic map and have
 PV0657.an estimated accuracy of +/- 6 seconds.
 PV0657
 PV0657.The orthometric height was determined by differential leveling
 PV0657.and adjusted by the National Geodetic Survey in September 1993..
 PV0657
 PV0657.The geoid height was determined by GEOID03.
 PV0657
 PV0657.The dynamic height is computed by dividing the NAVD 88
 PV0657.geopotential number by the normal gravity value computed on the
 PV0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0657.degrees latitude (g = 980.6199 gals.).
 PV0657
 PV0657.The modeled gravity was interpolated from observed gravity values.
 PV0657
 PV0657;                    North         East    Units  Estimated Accuracy
 PV0657;SPC WY E     -   425,640.      253,840.      MT  (+/- 180 meters Scaled)
 PV0657
 PV0657                          SUPERSEDED SURVEY CONTROL
 PV0657
 PV0657.No superseded survey control is available for this station.
 PV0657
 PV0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK405086(NAD 83)
 PV0657_MARKER: I = METAL ROD
 PV0657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PV0657_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PV0657_STAMPING: V 370 1991
 PV0657_MARK LOGO: NGS   
 PV0657_PROJECTION: FLUSH
 PV0657_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0657+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0657_ROD/PIPE-DEPTH: 3.4  meters
 PV0657_SLEEVE-DEPTH  : 0.9 meters
 PV0657
 PV0657  HISTORY     - Date     Condition        Report By
 PV0657  HISTORY     - 1991     MONUMENTED       NGS
 PV0657
 PV0657                          STATION DESCRIPTION
 PV0657
 PV0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0657'13.8 KM (8.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0657'JUNCTION OF STATE HIGHWAY 585 (EXIT 187) IN SUNDANCE, 131.0 M (429.8
 PV0657'FT) EAST OF THE CENTER OF COAL DIVIDE ROAD (EXIT 178), 110.0 M (360.9
 PV0657'FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 PV0657'HIGHWAY, 47.0 M (154.2 FT) SOUTHWEST OF THE CENTERLINE OF AN ON-OFF
 PV0657'RAMP, 16.1 M (52.8 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 PV0657'1.1 M (3.6 FT) WEST OF A WITNESS POST, AND 0.9 M (3.0 FT) NORTHWEST
 PV0657'OF A FENCE CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 PV0657'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 PV0657'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0094 ***********************************************************************
 PW0094  DESIGNATION -  V 38
 PW0094  PID         -  PW0094
 PW0094  STATE/COUNTY-  WY/JOHNSON
 PW0094  USGS QUAD   -  UCROSS (1970)
 PW0094
 PW0094                         *CURRENT SURVEY CONTROL
 PW0094  ___________________________________________________________________
 PW0094* NAD 83(1986)-  44 30 33.     (N)    106 33 13.     (W)     SCALED    
 PW0094* NAVD 88     -      1278.112  (meters)    4193.27   (feet)  ADJUSTED  
 PW0094  ___________________________________________________________________
 PW0094  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 PW0094  DYNAMIC HT  -        1277.565 (meters)    4191.48  (feet)  COMP
 PW0094  MODELED GRAV-     980,146.1   (mgal)                       NAVD 88
 PW0094
 PW0094  VERT ORDER  -  FIRST     CLASS II
 PW0094
 PW0094.The horizontal coordinates were scaled from a topographic map and have
 PW0094.an estimated accuracy of +/- 6 seconds.
 PW0094
 PW0094.The orthometric height was determined by differential leveling
 PW0094.and adjusted by the National Geodetic Survey in June 1991..
 PW0094
 PW0094.The geoid height was determined by GEOID03.
 PW0094
 PW0094.The dynamic height is computed by dividing the NAVD 88
 PW0094.geopotential number by the normal gravity value computed on the
 PW0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0094.degrees latitude (g = 980.6199 gals.).
 PW0094
 PW0094.The modeled gravity was interpolated from observed gravity values.
 PW0094
 PW0094;                    North         East    Units  Estimated Accuracy
 PW0094;SPC WYEC     -   545,620.      462,000.      MT  (+/- 180 meters Scaled)
 PW0094
 PW0094                          SUPERSEDED SURVEY CONTROL
 PW0094
 PW0094  NGVD 29 (??/??/92) 1277.355  (m)         4190.79   (f) ADJ UNCH    1 2
 PW0094
 PW0094.Superseded values are not recommended for survey control.
 PW0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0094.See file dsdata.txt to determine how the superseded data were derived.
 PW0094
 PW0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK765296(NAD 83)
 PW0094_MARKER: DB = BENCH MARK DISK
 PW0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0094_STAMPING: V 38 1934
 PW0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0094+STABILITY: SURFACE MOTION
 PW0094
 PW0094  HISTORY     - Date     Condition        Report By
 PW0094  HISTORY     - 1934     MONUMENTED       CGS
 PW0094  HISTORY     - 1970     MARK NOT FOUND   USGS
 PW0094
 PW0094                          STATION DESCRIPTION
 PW0094
 PW0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0094'4.5 MI SW FROM UCROSS.
 PW0094'IN JOHNSON COUNTY, 4.5 MILES SOUTHWEST ALONG THE WYOMING RAILWAY FROM
 PW0094'UCROSS, SHERIDAN COUNTY, 870 FEET SOUTH OF MILEPOST 14, 0.6 MILE NORTH
 PW0094'OF THE WALTER BROTHERS CLEARCREEK RANCH, BETWEEN THE RAILWAY AND U.S.
 PW0094'HIGHWAY 16, 36.5 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 24.7
 PW0094'FEET NORTH OF THE CENTERLINE OF THE CROSS ROAD, 65.3 FEET WEST OF THE
 PW0094'CENTERLINE OF THE HIGHWAY, AND 24.7 FEET EAST OF THE EAST RAIL. A
 PW0094'STANDARD DISK, STAMPED V 38 1934 AND SET IN THE TOP OF A CONCRETE
 PW0094'POST.
 PW0094
 PW0094                          STATION RECOVERY (1970)
 PW0094
 PW0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PW0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0059 ***********************************************************************
 OV0059  DESIGNATION -  V 39
 OV0059  PID         -  OV0059
 OV0059  STATE/COUNTY-  WY/JOHNSON
 OV0059  USGS QUAD   -  SCHLICHT DRAW (1981)
 OV0059
 OV0059                         *CURRENT SURVEY CONTROL
 OV0059  ___________________________________________________________________
 OV0059* NAD 83(1986)-  43 53 56.     (N)    106 39 27.     (W)     SCALED    
 OV0059* NAVD 88     -      1553.124  (meters)    5095.54   (feet)  ADJUSTED  
 OV0059  ___________________________________________________________________
 OV0059  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 OV0059  DYNAMIC HT  -        1552.309 (meters)    5092.87  (feet)  COMP
 OV0059  MODELED GRAV-     980,039.8   (mgal)                       NAVD 88
 OV0059
 OV0059  VERT ORDER  -  SECOND    CLASS 0
 OV0059
 OV0059.The horizontal coordinates were scaled from a topographic map and have
 OV0059.an estimated accuracy of +/- 6 seconds.
 OV0059
 OV0059.The orthometric height was determined by differential leveling
 OV0059.and adjusted by the National Geodetic Survey in June 1991..
 OV0059
 OV0059.The geoid height was determined by GEOID03.
 OV0059
 OV0059.The dynamic height is computed by dividing the NAVD 88
 OV0059.geopotential number by the normal gravity value computed on the
 OV0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0059.degrees latitude (g = 980.6199 gals.).
 OV0059
 OV0059.The modeled gravity was interpolated from observed gravity values.
 OV0059
 OV0059;                    North         East    Units  Estimated Accuracy
 OV0059;SPC WYEC     -   477,740.      454,300.      MT  (+/- 180 meters Scaled)
 OV0059
 OV0059                          SUPERSEDED SURVEY CONTROL
 OV0059
 OV0059  NGVD 29 (??/??/92) 1552.276  (m)         5092.76   (f) ADJ UNCH    2 0
 OV0059
 OV0059.Superseded values are not recommended for survey control.
 OV0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0059.See file dsdata.txt to determine how the superseded data were derived.
 OV0059
 OV0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ668619(NAD 83)
 OV0059_MARKER: DB = BENCH MARK DISK
 OV0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0059_STAMPING: V 39 1934
 OV0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0059+STABILITY: SURFACE MOTION
 OV0059
 OV0059  HISTORY     - Date     Condition        Report By
 OV0059  HISTORY     - 1934     MONUMENTED       CGS
 OV0059  HISTORY     - 1946     GOOD             NGS
 OV0059
 OV0059                          STATION DESCRIPTION
 OV0059
 OV0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0059'14 MI N FROM KAYCEE.
 OV0059'14 MILES NORTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY, 4.8
 OV0059'MILES SOUTH OF SOUTH FORK CRAZY WOMAN CREEK, 0.7 MILE SOUTHEAST OF THE
 OV0059'INTERSECTION WITH A ROAD LEADING WEST, 0.1 MILE SOUTHEAST OF A LOG
 OV0059'CABIN, 51 FEET NORTHEAST OF THE HIGHWAY, AND 1.4 FEET SOUTHWEST OF A
 OV0059'FENCE.  A STANDARD DISK, STAMPED V 39 1934 AND SET IN THE TOP OF A
 OV0059'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0139 ***********************************************************************
 OX0139  DESIGNATION -  V 40
 OX0139  PID         -  OX0139
 OX0139  STATE/COUNTY-  WY/TETON
 OX0139  USGS QUAD   -  JACKSON (1996)
 OX0139
 OX0139                         *CURRENT SURVEY CONTROL
 OX0139  ___________________________________________________________________
 OX0139* NAD 83(1986)-  43 28 49.     (N)    110 45 44.     (W)     SCALED    
 OX0139* NAVD 88     -      1901.421  (meters)    6238.25   (feet)  ADJUSTED  
 OX0139  ___________________________________________________________________
 OX0139  GEOID HEIGHT-          -9.72  (meters)                     GEOID03
 OX0139  DYNAMIC HT  -        1900.155 (meters)    6234.09  (feet)  COMP
 OX0139  MODELED GRAV-     979,886.4   (mgal)                       NAVD 88
 OX0139
 OX0139  VERT ORDER  -  SECOND    CLASS 0
 OX0139
 OX0139.The horizontal coordinates were scaled from a topographic map and have
 OX0139.an estimated accuracy of +/- 6 seconds.
 OX0139
 OX0139.The orthometric height was determined by differential leveling
 OX0139.and adjusted by the National Geodetic Survey in June 1991..
 OX0139
 OX0139.The geoid height was determined by GEOID03.
 OX0139
 OX0139.The dynamic height is computed by dividing the NAVD 88
 OX0139.geopotential number by the normal gravity value computed on the
 OX0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0139.degrees latitude (g = 980.6199 gals.).
 OX0139
 OX0139.The modeled gravity was interpolated from observed gravity values.
 OX0139
 OX0139;                    North         East    Units  Estimated Accuracy
 OX0139;SPC WY W     -   431,230.      745,080.      MT  (+/- 180 meters Scaled)
 OX0139
 OX0139                          SUPERSEDED SURVEY CONTROL
 OX0139
 OX0139  NGVD 29 (??/??/92) 1900.134  (m)         6234.02   (f) ADJ UNCH    2 0
 OX0139
 OX0139.Superseded values are not recommended for survey control.
 OX0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0139.See file dsdata.txt to determine how the superseded data were derived.
 OX0139
 OX0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP192141(NAD 83)
 OX0139_MARKER: DB = BENCH MARK DISK
 OX0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0139_STAMPING: V 40 1934
 OX0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0139+STABILITY: SURFACE MOTION
 OX0139
 OX0139  HISTORY     - Date     Condition        Report By
 OX0139  HISTORY     - 1934     MONUMENTED       CGS
 OX0139  HISTORY     - 1964     GOOD             NGS
 OX0139
 OX0139                          STATION DESCRIPTION
 OX0139
 OX0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0139'IN JACKSON.
 OX0139'AT JACKSON, TETON COUNTY, IN THE PUBLIC SQUARE, 81.6 FEET SOUTH OF THE
 OX0139'SOUTHWEST CORNER OF THE POST OFFICE, 53.1 FEET EAST OF THE CENTER LINE
 OX0139'OF U.S. HIGHWAY 187, 13.3 FEET EAST OF THE NORTHWEST CORNER OF THE
 OX0139'SQUARE, AND 1.6 FEET SOUTH OF THE NORTH FENCE.  A STANDARD DISK,
 OX0139'STAMPED V 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0139
 OX0139                          STATION RECOVERY (1964)
 OX0139
 OX0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 OX0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0184 ***********************************************************************
 OX0184  DESIGNATION -  V 41
 OX0184  PID         -  OX0184
 OX0184  STATE/COUNTY-  WY/TETON
 OX0184  USGS QUAD   -  MORAN (1996)
 OX0184
 OX0184                         *CURRENT SURVEY CONTROL
 OX0184  ___________________________________________________________________
 OX0184* NAD 83(1986)-  43 51 20.     (N)    110 31 24.     (W)     SCALED    
 OX0184* NAVD 88     -      2057.935  (meters)    6751.74   (feet)  ADJUSTED  
 OX0184  ___________________________________________________________________
 OX0184  GEOID HEIGHT-          -8.86  (meters)                     GEOID03
 OX0184  DYNAMIC HT  -        2056.565 (meters)    6747.25  (feet)  COMP
 OX0184  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 OX0184
 OX0184  VERT ORDER  -  SECOND    CLASS 0
 OX0184
 OX0184.The horizontal coordinates were scaled from a topographic map and have
 OX0184.an estimated accuracy of +/- 6 seconds.
 OX0184
 OX0184.The orthometric height was determined by differential leveling
 OX0184.and adjusted by the National Geodetic Survey in June 1991..
 OX0184
 OX0184.The geoid height was determined by GEOID03.
 OX0184
 OX0184.The dynamic height is computed by dividing the NAVD 88
 OX0184.geopotential number by the normal gravity value computed on the
 OX0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0184.degrees latitude (g = 980.6199 gals.).
 OX0184
 OX0184.The modeled gravity was interpolated from observed gravity values.
 OX0184
 OX0184;                    North         East    Units  Estimated Accuracy
 OX0184;SPC WY W     -   472,800.      764,630.      MT  (+/- 180 meters Scaled)
 OX0184
 OX0184                          SUPERSEDED SURVEY CONTROL
 OX0184
 OX0184  NGVD 29 (??/??/92) 2056.645  (m)         6747.51   (f) ADJ UNCH    2 0
 OX0184
 OX0184.Superseded values are not recommended for survey control.
 OX0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0184.See file dsdata.txt to determine how the superseded data were derived.
 OX0184
 OX0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP383559(NAD 83)
 OX0184_MARKER: DB = BENCH MARK DISK
 OX0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0184_STAMPING: V 41 1934
 OX0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0184+STABILITY: SURFACE MOTION
 OX0184
 OX0184  HISTORY     - Date     Condition        Report By
 OX0184  HISTORY     - 1934     MONUMENTED       CGS
 OX0184  HISTORY     - 1968     MARK NOT FOUND   NGS
 OX0184
 OX0184                          STATION DESCRIPTION
 OX0184
 OX0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0184'4.3 MI NE FROM MORAN.
 OX0184'ABOUT 4.3 MILES NORTHEAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT
 OX0184'MORAN, TETON COUNTY, ABOUT 3.0 MILES EAST OF THE JUNCTION WITH U.S.
 OX0184'HIGHWAY 187, ABOUT 0.4 MILE WEST OF THE BRIDGE OVER PACIFIC CREEK, IN
 OX0184'A FIELD, 38.5 FEET DUE NORTH OF THE CONCRETE HEAD WALL OF A CULVERT,
 OX0184'AND 54.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 OX0184'DISK, STAMPED V 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0184
 OX0184                          STATION RECOVERY (1968)
 OX0184
 OX0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OX0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0146 ***********************************************************************
 OW0146  DESIGNATION -  V 42
 OW0146  PID         -  OW0146
 OW0146  STATE/COUNTY-  WY/FREMONT
 OW0146  USGS QUAD   -  KISINGER LAKES (1991)
 OW0146
 OW0146                         *CURRENT SURVEY CONTROL
 OW0146  ___________________________________________________________________
 OW0146* NAD 83(1986)-  43 37 52.     (N)    109 52 52.     (W)     SCALED    
 OW0146* NAVD 88     -      2327.374  (meters)    7635.73   (feet)  ADJUSTED  
 OW0146  ___________________________________________________________________
 OW0146  GEOID HEIGHT-          -7.86  (meters)                     GEOID03
 OW0146  DYNAMIC HT  -        2325.696 (meters)    7630.22  (feet)  COMP
 OW0146  MODELED GRAV-     979,814.3   (mgal)                       NAVD 88
 OW0146
 OW0146  VERT ORDER  -  SECOND    CLASS 0
 OW0146
 OW0146.The horizontal coordinates were scaled from a topographic map and have
 OW0146.an estimated accuracy of +/- 6 seconds.
 OW0146
 OW0146.The orthometric height was determined by differential leveling
 OW0146.and adjusted by the National Geodetic Survey in June 1991..
 OW0146
 OW0146.The geoid height was determined by GEOID03.
 OW0146
 OW0146.The dynamic height is computed by dividing the NAVD 88
 OW0146.geopotential number by the normal gravity value computed on the
 OW0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0146.degrees latitude (g = 980.6199 gals.).
 OW0146
 OW0146.The modeled gravity was interpolated from observed gravity values.
 OW0146
 OW0146;                    North         East    Units  Estimated Accuracy
 OW0146;SPC WYWC     -   348,390.      508,720.      MT  (+/- 180 meters Scaled)
 OW0146
 OW0146                          SUPERSEDED SURVEY CONTROL
 OW0146
 OW0146  NGVD 29 (??/??/92) 2326.093  (m)         7631.52   (f) ADJ UNCH    2 0
 OW0146
 OW0146.Superseded values are not recommended for survey control.
 OW0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0146.See file dsdata.txt to determine how the superseded data were derived.
 OW0146
 OW0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP902315(NAD 83)
 OW0146_MARKER: DB = BENCH MARK DISK
 OW0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0146_STAMPING: V 42 1934
 OW0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0146+STABILITY: SURFACE MOTION
 OW0146
 OW0146  HISTORY     - Date     Condition        Report By
 OW0146  HISTORY     - 1934     MONUMENTED       CGS
 OW0146
 OW0146                          STATION DESCRIPTION
 OW0146
 OW0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0146'16.0 MI W FROM DUBOIS.
 OW0146'ABOUT 16.0 MILES WEST ALONG U.S. HIGHWAY 287 FROM DUBOIS, FREMONT
 OW0146'COUNTY, ABOUT 17.3 MILES EAST OF THE TWO-GWO-TEE PASS, ABOUT 2.0 MILES
 OW0146'EAST OF THE EAST ENTRANCE TO THE SHERIDAN RANGER STATION, ABOUT 0.5
 OW0146'MILE WEST OF THE BOUNDARY LINE OF THE WASHAKIE NATIONAL FOREST, AT THE
 OW0146'EAST EDGE OF A 15-FOOT CUT, 79.5 FEET NORTHEAST OF THE NORTHEAST
 OW0146'CORNER OF A CONCRETE CULVERT, ABOUT 50.0 FEET NORTH OF THE CENTER LINE
 OW0146'OF THE HIGHWAY, AND ABOUT 1.0 FOOT HIGHER THAN THE HIGHWAY. A STANDARD
 OW0146'DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0117 ***********************************************************************
 NS0117  DESIGNATION -  V 43
 NS0117  PID         -  NS0117
 NS0117  STATE/COUNTY-  WY/SUBLETTE
 NS0117  USGS QUAD   -  SQUARE TOP (1964)
 NS0117
 NS0117                         *CURRENT SURVEY CONTROL
 NS0117  ___________________________________________________________________
 NS0117* NAD 83(1986)-  42 34 05.     (N)    109 36 50.     (W)     SCALED    
 NS0117* NAVD 88     -      2231.885  (meters)    7322.44   (feet)  ADJUSTED  
 NS0117  ___________________________________________________________________
 NS0117  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NS0117  DYNAMIC HT  -        2229.983 (meters)    7316.20  (feet)  COMP
 NS0117  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 NS0117
 NS0117  VERT ORDER  -  FIRST     CLASS II
 NS0117
 NS0117.The horizontal coordinates were scaled from a topographic map and have
 NS0117.an estimated accuracy of +/- 6 seconds.
 NS0117
 NS0117.The orthometric height was determined by differential leveling
 NS0117.and adjusted by the National Geodetic Survey in June 1991..
 NS0117
 NS0117.The geoid height was determined by GEOID03.
 NS0117
 NS0117.The dynamic height is computed by dividing the NAVD 88
 NS0117.geopotential number by the normal gravity value computed on the
 NS0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0117.degrees latitude (g = 980.6199 gals.).
 NS0117
 NS0117.The modeled gravity was interpolated from observed gravity values.
 NS0117
 NS0117;                    North         East    Units  Estimated Accuracy
 NS0117;SPC WY W     -   329,780.      838,540.      MT  (+/- 180 meters Scaled)
 NS0117
 NS0117                          SUPERSEDED SURVEY CONTROL
 NS0117
 NS0117  NGVD 29 (??/??/92) 2230.452  (m)         7317.74   (f) ADJ UNCH    1 2
 NS0117
 NS0117.Superseded values are not recommended for survey control.
 NS0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0117.See file dsdata.txt to determine how the superseded data were derived.
 NS0117
 NS0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN137137(NAD 83)
 NS0117_MARKER: DB = BENCH MARK DISK
 NS0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0117_STAMPING: V 43 1934
 NS0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0117+STABILITY: SURFACE MOTION
 NS0117
 NS0117  HISTORY     - Date     Condition        Report By
 NS0117  HISTORY     - 1934     MONUMENTED       CGS
 NS0117
 NS0117                          STATION DESCRIPTION
 NS0117
 NS0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0117'32.8 MI NW FROM FARSON.
 NS0117'IN SUBLETTE COUNTY, ABOUT 32.8 MILES NORTHWEST ALONG U.S. HIGHWAY 187
 NS0117'FROM THE HOTEL AT FARSON, SWEETWATER COUNTY, ABOUT 13.4 MILES
 NS0117'SOUTHEAST OF THE POST OFFICE AT BOULDER, SUBLETTE COUNTY, ABOUT 1.9
 NS0117'MILES SOUTH OF THE STARK CABIN, ABOUT 0.5 MILE NORTH OF A DIVIDE, AT A
 NS0117'CUT THROUGH A SMALL KNOLL, 59 FEET WEST OF THE CENTER LINE OF THE
 NS0117'HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 NS0117'STAMPED V 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0118 ***********************************************************************
 NS0118  DESIGNATION -  V 43 RESET
 NS0118  PID         -  NS0118
 NS0118  STATE/COUNTY-  WY/SUBLETTE
 NS0118  USGS QUAD   -  SQUARE TOP (1964)
 NS0118
 NS0118                         *CURRENT SURVEY CONTROL
 NS0118  ___________________________________________________________________
 NS0118* NAD 83(1986)-  42 34 05.     (N)    109 36 50.     (W)     SCALED    
 NS0118* NAVD 88     -      2231.88   (meters)    7322.4    (feet)  RESET     
 NS0118  ___________________________________________________________________
 NS0118  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 NS0118
 NS0118  VERT ORDER  -  THIRD
 NS0118
 NS0118.The horizontal coordinates were scaled from a topographic map and have
 NS0118.an estimated accuracy of +/- 6 seconds.
 NS0118
 NS0118.The orthometric height was computed from unverified reset data.
 NS0118.No vertical observational check was made to the station.
 NS0118
 NS0118.The geoid height was determined by GEOID03.
 NS0118
 NS0118;                    North         East    Units  Estimated Accuracy
 NS0118;SPC WY W     -   329,780.      838,540.      MT  (+/- 180 meters Scaled)
 NS0118
 NS0118                          SUPERSEDED SURVEY CONTROL
 NS0118
 NS0118  NGVD 29 (??/??/??) 2230.45   (m)         7317.7    (f) RESET       3  
 NS0118
 NS0118.Superseded values are not recommended for survey control.
 NS0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0118.See file dsdata.txt to determine how the superseded data were derived.
 NS0118
 NS0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN137137(NAD 83)
 NS0118_MARKER: DB = BENCH MARK DISK
 NS0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0118+STABILITY: SURFACE MOTION
 NS0118
 NS0118  HISTORY     - Date     Condition        Report By
 NS0118  HISTORY     - 1956     MONUMENTED       WYHD
 NS0118  HISTORY     - 1956     GOOD             NGS
 NS0118
 NS0118                          STATION DESCRIPTION
 NS0118
 NS0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NS0118'IN FARSON.
 NS0118'SET APPROXIMATELY 150 FEET SOUTHEAST OF THE LOCATION OF V 43 1934.  A
 NS0118'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0009 ***********************************************************************
 NT0009  DESIGNATION -  V 44
 NT0009  PID         -  NT0009
 NT0009  STATE/COUNTY-  WY/SUBLETTE
 NT0009  USGS QUAD   -  DANIEL JUNCTION (1970)
 NT0009
 NT0009                         *CURRENT SURVEY CONTROL
 NT0009  ___________________________________________________________________
 NT0009* NAD 83(1986)-  42 57 07.     (N)    110 05 12.     (W)     SCALED    
 NT0009* NAVD 88     -      2254.439  (meters)    7396.44   (feet)  ADJUSTED  
 NT0009  ___________________________________________________________________
 NT0009  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 NT0009  DYNAMIC HT  -        2252.601 (meters)    7390.41  (feet)  COMP
 NT0009  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 NT0009
 NT0009  VERT ORDER  -  FIRST     CLASS II
 NT0009
 NT0009.The horizontal coordinates were scaled from a topographic map and have
 NT0009.an estimated accuracy of +/- 6 seconds.
 NT0009
 NT0009.The orthometric height was determined by differential leveling
 NT0009.and adjusted by the National Geodetic Survey in June 1991..
 NT0009
 NT0009.The geoid height was determined by GEOID03.
 NT0009
 NT0009.The dynamic height is computed by dividing the NAVD 88
 NT0009.geopotential number by the normal gravity value computed on the
 NT0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0009.degrees latitude (g = 980.6199 gals.).
 NT0009
 NT0009.The modeled gravity was interpolated from observed gravity values.
 NT0009
 NT0009;                    North         East    Units  Estimated Accuracy
 NT0009;SPC WY W     -   372,320.      799,730.      MT  (+/- 180 meters Scaled)
 NT0009
 NT0009                          SUPERSEDED SURVEY CONTROL
 NT0009
 NT0009  NGVD 29 (??/??/92) 2252.979  (m)         7391.65   (f) ADJ UNCH    1 2
 NT0009
 NT0009.Superseded values are not recommended for survey control.
 NT0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0009.See file dsdata.txt to determine how the superseded data were derived.
 NT0009
 NT0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN745558(NAD 83)
 NT0009_MARKER: DB = BENCH MARK DISK
 NT0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0009_SP_SET: PIER
 NT0009_STAMPING: V 44 1934
 NT0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0009
 NT0009  HISTORY     - Date     Condition        Report By
 NT0009  HISTORY     - 1934     MONUMENTED       CGS
 NT0009
 NT0009                          STATION DESCRIPTION
 NT0009
 NT0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0009'15.2 MI NW FROM PINEDALE.
 NT0009'ABOUT 15.2 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 NT0009'AT PINEDALE, SUBLETTE COUNTY, ABOUT 4.4 MILES NORTH OF THE JUNCTION
 NT0009'WITH STATE HIGHWAY 287, AT A TWO-SPAN BRIDGE, IN THE CENTER OF THE TOP
 NT0009'OF THE EAST END OF THE CENTER PIER, 13.4 FEET EAST OF THE CENTER LINE
 NT0009'OF THE BRIDGE, AND ABOUT 2.0 FEET LOWER THAN THE TOP OF THE CURB.  A
 NT0009'STANDARD DISK, STAMPED V 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0010 ***********************************************************************
 NT0010  DESIGNATION -  V 44 RESET
 NT0010  PID         -  NT0010
 NT0010  STATE/COUNTY-  WY/SUBLETTE
 NT0010  USGS QUAD   -  DANIEL JUNCTION (1970)
 NT0010
 NT0010                         *CURRENT SURVEY CONTROL
 NT0010  ___________________________________________________________________
 NT0010* NAD 83(1986)-  42 57 07.     (N)    110 05 12.     (W)     SCALED    
 NT0010* NAVD 88     -      2254.44   (meters)    7396.4    (feet)  RESET     
 NT0010  ___________________________________________________________________
 NT0010  GEOID HEIGHT-         -11.23  (meters)                     GEOID03
 NT0010
 NT0010  VERT ORDER  -  THIRD
 NT0010
 NT0010.The horizontal coordinates were scaled from a topographic map and have
 NT0010.an estimated accuracy of +/- 6 seconds.
 NT0010
 NT0010.The orthometric height was computed from unverified reset data.
 NT0010.No vertical observational check was made to the station.
 NT0010
 NT0010.The geoid height was determined by GEOID03.
 NT0010
 NT0010;                    North         East    Units  Estimated Accuracy
 NT0010;SPC WY W     -   372,320.      799,730.      MT  (+/- 180 meters Scaled)
 NT0010
 NT0010                          SUPERSEDED SURVEY CONTROL
 NT0010
 NT0010.No superseded survey control is available for this station.
 NT0010
 NT0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN745558(NAD 83)
 NT0010_MARKER: DB = BENCH MARK DISK
 NT0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0010_STAMPING: V 44 RESET 1969
 NT0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0010+STABILITY: SURFACE MOTION
 NT0010
 NT0010  HISTORY     - Date     Condition        Report By
 NT0010  HISTORY     - 1969     MONUMENTED       WYHD
 NT0010  HISTORY     - 1970     GOOD             WYHD
 NT0010
 NT0010                          STATION DESCRIPTION
 NT0010
 NT0010'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1970
 NT0010'15.15 MI NW FROM PINEDALE.
 NT0010'ABOUT 15.15 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 NT0010'AT PINEDALE, ABOUT 4.4 MILES NORTH OF THE JUNCTION WITH STATE HIGHWAY
 NT0010'287, BENCH MARK IS ON WEST SIDE OF HIGHWAY JUST SOUTH OF AN IRRIGATION
 NT0010'DITCH AND IS 100 FEET LEFT OF HIGHWAY STATION 247/40 ON PROJECT SCP
 NT0010'5999, DISK IS IN THE TOP OF A LARGE CONCRETE POST THE TOP WHICH IS
 NT0010'APPROXIMATELY 6 INCHES ABOVE THE GROUND.  UPPER PART OF THE POST IS
 NT0010'FORMED BY A 5 GALLON BUCKET WITH END REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0065 ***********************************************************************
 OX0065  DESIGNATION -  V 45
 OX0065  PID         -  OX0065
 OX0065  STATE/COUNTY-  WY/TETON
 OX0065  USGS QUAD   -  BULL CREEK (1996)
 OX0065
 OX0065                         *CURRENT SURVEY CONTROL
 OX0065  ___________________________________________________________________
 OX0065* NAD 83(1986)-  43 17 03.     (N)    110 37 27.     (W)     SCALED    
 OX0065* NAVD 88     -      1869.281  (meters)    6132.80   (feet)  ADJUSTED  
 OX0065  ___________________________________________________________________
 OX0065  GEOID HEIGHT-         -10.10  (meters)                     GEOID03
 OX0065  DYNAMIC HT  -        1867.957 (meters)    6128.46  (feet)  COMP
 OX0065  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 OX0065
 OX0065  VERT ORDER  -  FIRST     CLASS II
 OX0065
 OX0065.The horizontal coordinates were scaled from a topographic map and have
 OX0065.an estimated accuracy of +/- 6 seconds.
 OX0065
 OX0065.The orthometric height was determined by differential leveling
 OX0065.and adjusted by the National Geodetic Survey in June 1991..
 OX0065
 OX0065.The geoid height was determined by GEOID03.
 OX0065
 OX0065.The dynamic height is computed by dividing the NAVD 88
 OX0065.geopotential number by the normal gravity value computed on the
 OX0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0065.degrees latitude (g = 980.6199 gals.).
 OX0065
 OX0065.The modeled gravity was interpolated from observed gravity values.
 OX0065
 OX0065;                    North         East    Units  Estimated Accuracy
 OX0065;SPC WY W     -   409,360.      756,110.      MT  (+/- 180 meters Scaled)
 OX0065
 OX0065                          SUPERSEDED SURVEY CONTROL
 OX0065
 OX0065  NGVD 29 (??/??/92) 1867.955  (m)         6128.45   (f) ADJ UNCH    1 2
 OX0065
 OX0065.Superseded values are not recommended for survey control.
 OX0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0065.See file dsdata.txt to determine how the superseded data were derived.
 OX0065
 OX0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN304924(NAD 83)
 OX0065_MARKER: DB = BENCH MARK DISK
 OX0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OX0065_SP_SET: CULVERT
 OX0065_STAMPING: V 45 1934
 OX0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0065
 OX0065  HISTORY     - Date     Condition        Report By
 OX0065  HISTORY     - 1934     MONUMENTED       CGS
 OX0065  HISTORY     - 1962     MARK NOT FOUND   NGS
 OX0065
 OX0065                          STATION DESCRIPTION
 OX0065
 OX0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 OX0065'14.0 MI NW FROM TRIANGLE F RANCH.
 OX0065'IN TETON COUNTY, ABOUT 14.0 MILES NORTHWEST ALONG U.S. HIGHWAY 187
 OX0065'FROM THE POST OFFICE AT TRIANGLE F RANCH, SUBLETTE COUNTY, ABOUT 1.7
 OX0065'MILES SOUTHEAST OF CAMP DAVIS, AT A CONCRETE CULVERT, AND IN THE
 OX0065'CENTER OF THE TOP OF THE NORTH HEAD WALL.  A STANDARD DISK, STAMPED V
 OX0065'45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0130 ***********************************************************************
 OW0130  DESIGNATION -  V 47
 OW0130  PID         -  OW0130
 OW0130  STATE/COUNTY-  WY/FREMONT
 OW0130  USGS QUAD   -  CROWHEART BUTTE (1993)
 OW0130
 OW0130                         *CURRENT SURVEY CONTROL
 OW0130  ___________________________________________________________________
 OW0130* NAD 83(1986)-  43 15 48.     (N)    109 05 49.     (W)     SCALED    
 OW0130* NAVD 88     -      1805.796  (meters)    5924.52   (feet)  ADJUSTED  
 OW0130  ___________________________________________________________________
 OW0130  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OW0130  DYNAMIC HT  -        1804.611 (meters)    5920.63  (feet)  COMP
 OW0130  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 OW0130
 OW0130  VERT ORDER  -  SECOND    CLASS 0
 OW0130
 OW0130.The horizontal coordinates were scaled from a topographic map and have
 OW0130.an estimated accuracy of +/- 6 seconds.
 OW0130
 OW0130.The orthometric height was determined by differential leveling
 OW0130.and adjusted by the National Geodetic Survey in June 1991..
 OW0130
 OW0130.The geoid height was determined by GEOID03.
 OW0130
 OW0130.The dynamic height is computed by dividing the NAVD 88
 OW0130.geopotential number by the normal gravity value computed on the
 OW0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0130.degrees latitude (g = 980.6199 gals.).
 OW0130
 OW0130.The modeled gravity was interpolated from observed gravity values.
 OW0130
 OW0130;                    North         East    Units  Estimated Accuracy
 OW0130;SPC WYWC     -   306,970.      571,830.      MT  (+/- 180 meters Scaled)
 OW0130
 OW0130                          SUPERSEDED SURVEY CONTROL
 OW0130
 OW0130  NGVD 29 (??/??/92) 1804.751  (m)         5921.09   (f) ADJ UNCH    2 0
 OW0130
 OW0130.Superseded values are not recommended for survey control.
 OW0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0130.See file dsdata.txt to determine how the superseded data were derived.
 OW0130
 OW0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN544918(NAD 83)
 OW0130_MARKER: DB = BENCH MARK DISK
 OW0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0130_STAMPING: V 47 1934
 OW0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0130+STABILITY: SURFACE MOTION
 OW0130
 OW0130  HISTORY     - Date     Condition        Report By
 OW0130  HISTORY     - 1934     MONUMENTED       CGS
 OW0130  HISTORY     - 1950     MARK NOT FOUND   NGS
 OW0130
 OW0130                          STATION DESCRIPTION
 OW0130
 OW0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0130'40.3 MI E FROM DUBOIS.
 OW0130'ABOUT 40.3 MILES EAST ALONG U.S. HIGHWAY 287 FROM THE WELTY STORE AT
 OW0130'DUBOIS, FREMONT COUNTY, ABOUT 8.9 MILES WEST OF THE JUNCTION WITH THE
 OW0130'HIGHWAY LEADING TO LANDER, ABOUT 0.6 MILE EAST OF DRY SAND DRAW, 60.8
 OW0130'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 OW0130'HIGHWAY.  A STANDARD DISK, STAMPED V 47 1934 AND SET IN THE TOP OF A
 OW0130'CONCRETE POST.
 OW0130
 OW0130                          STATION RECOVERY (1950)
 OW0130
 OW0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 OW0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0024 ***********************************************************************
 OW0024  DESIGNATION -  V 48
 OW0024  PID         -  OW0024
 OW0024  STATE/COUNTY-  WY/HOT SPRINGS
 OW0024  USGS QUAD   -  THERMOPOLIS (1960)
 OW0024
 OW0024                         *CURRENT SURVEY CONTROL
 OW0024  ___________________________________________________________________
 OW0024* NAD 83(1986)-  43 39 08.     (N)    108 14 43.     (W)     SCALED    
 OW0024* NAVD 88     -      1442.166  (meters)    4731.51   (feet)  ADJUSTED  
 OW0024  ___________________________________________________________________
 OW0024  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 OW0024  DYNAMIC HT  -        1441.429 (meters)    4729.09  (feet)  COMP
 OW0024  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 OW0024
 OW0024  VERT ORDER  -  SECOND    CLASS 0
 OW0024
 OW0024.The horizontal coordinates were scaled from a topographic map and have
 OW0024.an estimated accuracy of +/- 6 seconds.
 OW0024
 OW0024.The orthometric height was determined by differential leveling
 OW0024.and adjusted by the National Geodetic Survey in June 1991..
 OW0024
 OW0024.The geoid height was determined by GEOID03.
 OW0024
 OW0024.The dynamic height is computed by dividing the NAVD 88
 OW0024.geopotential number by the normal gravity value computed on the
 OW0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0024.degrees latitude (g = 980.6199 gals.).
 OW0024
 OW0024.The modeled gravity was interpolated from observed gravity values.
 OW0024
 OW0024;                    North         East    Units  Estimated Accuracy
 OW0024;SPC WYWC     -   350,230.      640,720.      MT  (+/- 180 meters Scaled)
 OW0024
 OW0024                          SUPERSEDED SURVEY CONTROL
 OW0024
 OW0024  NGVD 29 (??/??/92) 1441.361  (m)         4728.87   (f) ADJ UNCH    2 0
 OW0024
 OW0024.Superseded values are not recommended for survey control.
 OW0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0024.See file dsdata.txt to determine how the superseded data were derived.
 OW0024
 OW0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP221369(NAD 83)
 OW0024_MARKER: DB = BENCH MARK DISK
 OW0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0024_STAMPING: V 48 1934
 OW0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0024+STABILITY: SURFACE MOTION
 OW0024
 OW0024  HISTORY     - Date     Condition        Report By
 OW0024  HISTORY     - 1934     MONUMENTED       CGS
 OW0024  HISTORY     - 1957     MARK NOT FOUND   NGS
 OW0024
 OW0024                          STATION DESCRIPTION
 OW0024
 OW0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0024'2.2 MI W FROM THERMOPOLIS.
 OW0024'ABOUT 2.2 MILES WEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0024'THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 0.3 MILE EAST OF THE TOP OF A
 OW0024'HILL, 54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2
 OW0024'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED V 48 1934 AND
 OW0024'SET IN THE TOP OF A CONCRETE POST.
 OW0024
 OW0024                          STATION RECOVERY (1957)
 OW0024
 OW0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 OW0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0109 ***********************************************************************
 OW0109  DESIGNATION -  V 49
 OW0109  PID         -  OW0109
 OW0109  STATE/COUNTY-  WY/HOT SPRINGS
 OW0109  USGS QUAD   -  RED RIDGE (1985)
 OW0109
 OW0109                         *CURRENT SURVEY CONTROL
 OW0109  ___________________________________________________________________
 OW0109* NAD 83(1986)-  43 55 26.     (N)    108 37 02.     (W)     SCALED    
 OW0109* NAVD 88     -      1699.252  (meters)    5574.96   (feet)  ADJUSTED  
 OW0109  ___________________________________________________________________
 OW0109  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 OW0109  DYNAMIC HT  -        1698.291 (meters)    5571.81  (feet)  COMP
 OW0109  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 OW0109
 OW0109  VERT ORDER  -  SECOND    CLASS 0
 OW0109
 OW0109.The horizontal coordinates were scaled from a topographic map and have
 OW0109.an estimated accuracy of +/- 6 seconds.
 OW0109
 OW0109.The orthometric height was determined by differential leveling
 OW0109.and adjusted by the National Geodetic Survey in June 1991..
 OW0109
 OW0109.The geoid height was determined by GEOID03.
 OW0109
 OW0109.The dynamic height is computed by dividing the NAVD 88
 OW0109.geopotential number by the normal gravity value computed on the
 OW0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0109.degrees latitude (g = 980.6199 gals.).
 OW0109
 OW0109.The modeled gravity was interpolated from observed gravity values.
 OW0109
 OW0109;                    North         East    Units  Estimated Accuracy
 OW0109;SPC WYWC     -   380,300.      610,660.      MT  (+/- 180 meters Scaled)
 OW0109
 OW0109                          SUPERSEDED SURVEY CONTROL
 OW0109
 OW0109  NGVD 29 (??/??/92) 1698.256  (m)         5571.69   (f) ADJ UNCH    2 0
 OW0109
 OW0109.Superseded values are not recommended for survey control.
 OW0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0109.See file dsdata.txt to determine how the superseded data were derived.
 OW0109
 OW0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP912661(NAD 83)
 OW0109_MARKER: DB = BENCH MARK DISK
 OW0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0109_STAMPING: V 49 1934
 OW0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0109+STABILITY: SURFACE MOTION
 OW0109
 OW0109  HISTORY     - Date     Condition        Report By
 OW0109  HISTORY     - 1934     MONUMENTED       CGS
 OW0109  HISTORY     - 1979     GOOD             USGS
 OW0109
 OW0109                          STATION DESCRIPTION
 OW0109
 OW0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0109'44.4 MI NW FROM THERMOPOLIS.
 OW0109'ABOUT 44.4 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0109'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 2.4 MILES SOUTHEAST
 OW0109'OF THE POST OFFICE AT GRASS CREEK, ON THE INSIDE OF A CURVE, NEAR THE
 OW0109'TOP OF A HILL, ABOUT 100 FEET NORTHEAST OF THE JUNCTION OF A ROAD
 OW0109'LEADING SOUTHEAST, AND 59 FEET SOUTHEAST OF THE CENTER LINE OF THE
 OW0109'HIGHWAY.  A STANDARD DISK, STAMPED V 49 1934 AND SET IN THE TOP OF A
 OW0109'CONCRETE POST.
 OW0109
 OW0109                          STATION RECOVERY (1979)
 OW0109
 OW0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OW0109'ABOUT 27.2 MILES NW. ALONG STATE HWY. 120 FROM U.S. HWY. 20 AT
 OW0109'THERMOPOLIS, HOT SPRINGS COUNTY, THENCE 7.2 MI. W. ALONG STATE HWY.
 OW0109'171 TO JCT., ABOUT 2.0 MI. SE. ALONG HIGHWAY FROM THE POST OFFICE AT
 OW0109'GRASS CREEK TO JCT., THENCE 0.55 MI. SE. ALONG GRADED RD. TO RD. FORK
 OW0109'ON RIDGE. 195 FT. NE OF RD. FORK, 105 FT. NE. OF RD. SE., 57 FT. SE.
 OW0109'OF RD. NE. A STD. DISK, STAMPED V 49 1934 AND SET IN THE TOP OF A
 OW0109'CONCRETE POST PROJ. 0.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0037 ***********************************************************************
 NT0037  DESIGNATION -  V 50
 NT0037  PID         -  NT0037
 NT0037  STATE/COUNTY-  WY/SUBLETTE
 NT0037  USGS QUAD   -  LA BARGE (1980)
 NT0037
 NT0037                         *CURRENT SURVEY CONTROL
 NT0037  ___________________________________________________________________
 NT0037* NAD 83(1986)-  42 19 16.     (N)    110 10 55.     (W)     SCALED    
 NT0037* NAVD 88     -      2031.073  (meters)    6663.61   (feet)  ADJUSTED  
 NT0037  ___________________________________________________________________
 NT0037  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 NT0037  DYNAMIC HT  -        2029.422 (meters)    6658.20  (feet)  COMP
 NT0037  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 NT0037
 NT0037  VERT ORDER  -  SECOND    CLASS 0
 NT0037
 NT0037.The horizontal coordinates were scaled from a topographic map and have
 NT0037.an estimated accuracy of +/- 6 seconds.
 NT0037
 NT0037.The orthometric height was determined by differential leveling
 NT0037.and adjusted by the National Geodetic Survey in June 1991..
 NT0037
 NT0037.The geoid height was determined by GEOID03.
 NT0037
 NT0037.The dynamic height is computed by dividing the NAVD 88
 NT0037.geopotential number by the normal gravity value computed on the
 NT0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0037.degrees latitude (g = 980.6199 gals.).
 NT0037
 NT0037.The modeled gravity was interpolated from observed gravity values.
 NT0037
 NT0037;                    North         East    Units  Estimated Accuracy
 NT0037;SPC WY W     -   302,250.      791,870.      MT  (+/- 180 meters Scaled)
 NT0037
 NT0037                          SUPERSEDED SURVEY CONTROL
 NT0037
 NT0037  NGVD 29 (??/??/92) 2029.719  (m)         6659.17   (f) ADJ UNCH    2 0
 NT0037
 NT0037.Superseded values are not recommended for survey control.
 NT0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0037.See file dsdata.txt to determine how the superseded data were derived.
 NT0037
 NT0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM674857(NAD 83)
 NT0037_MARKER: DB = BENCH MARK DISK
 NT0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0037_STAMPING: V 50 1934
 NT0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0037+STABILITY: SURFACE MOTION
 NT0037
 NT0037  HISTORY     - Date     Condition        Report By
 NT0037  HISTORY     - 1934     MONUMENTED       CGS
 NT0037  HISTORY     - 1969     GOOD             USGS
 NT0037  HISTORY     - 19910429 GOOD             USPSQD
 NT0037
 NT0037                          STATION DESCRIPTION
 NT0037
 NT0037'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NT0037'3.9 MI NE FROM TULSA.
 NT0037'LA BARGE POST OFFICE, 5.8 MILES NORTH ALONG STATE HWY. 189 TO A GRADED
 NT0037'ROAD LEFT, THEN WEST 0.25 MI. TO OLD HIGHWAY GRADE, THEN LEFT (SSW)
 NT0037'ALONG OLD ROADBED 0.45 MI. TO A WASHOUT (OLD CULVERT IS GONE) BENCH
 NT0037'MARK IS 40 FEET NORTH ALONG OLD ROADBED, 42 FT. WEST OF THE OLD
 NT0037'CENTERLINE, IN TOP OF A CONCRETE POST.
 NT0037
 NT0037                          STATION RECOVERY (1991)
 NT0037
 NT0037'RECOVERY NOTE BY US POWER SQUADRON 1991 (PNS)
 NT0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0224 ***********************************************************************
 MR0224  DESIGNATION -  V 51 RESET
 MR0224  PID         -  MR0224
 MR0224  STATE/COUNTY-  WY/LINCOLN
 MR0224  USGS QUAD   -  KEMMERER (1985)
 MR0224
 MR0224                         *CURRENT SURVEY CONTROL
 MR0224  ___________________________________________________________________
 MR0224* NAD 83(1986)-  41 52 18.     (N)    110 31 25.     (W)     SCALED    
 MR0224* NAVD 88     -      2153.03   (+/-2cm)    7063.7    (feet)  VERTCON   
 MR0224  ___________________________________________________________________
 MR0224  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 MR0224
 MR0224  VERT ORDER  -  THIRD (See Below)
 MR0224
 MR0224.The horizontal coordinates were scaled from a topographic map and have
 MR0224.an estimated accuracy of +/- 6 seconds.
 MR0224
 MR0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0224.The vertical order pertains to the NGVD 29 superseded value.
 MR0224
 MR0224.The geoid height was determined by GEOID03.
 MR0224
 MR0224;                    North         East    Units  Estimated Accuracy
 MR0224;SPC WY W     -   252,420.      763,450.      MT  (+/- 180 meters Scaled)
 MR0224
 MR0224                          SUPERSEDED SURVEY CONTROL
 MR0224
 MR0224  NGVD 29 (??/??/??) 2151.62   (m)         7059.1    (f) RESET       3  
 MR0224
 MR0224.Superseded values are not recommended for survey control.
 MR0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0224.See file dsdata.txt to determine how the superseded data were derived.
 MR0224
 MR0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM395356(NAD 83)
 MR0224_MARKER: DB = BENCH MARK DISK
 MR0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0224_STAMPING: V 51 RESET 1937
 MR0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0224+STABILITY: SURFACE MOTION
 MR0224
 MR0224  HISTORY     - Date     Condition        Report By
 MR0224  HISTORY     - 1937     MONUMENTED       CGS
 MR0224
 MR0224                          STATION DESCRIPTION
 MR0224
 MR0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 MR0224'6.1 MI N FROM KEMMERER.
 MR0224'ABOUT 6.1 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE POST OFFICE AT
 MR0224'KEMMERER, LINCOLN COUNTY, ABOUT 4.5 MILES NORTH OF FRONTIER, IN SEC.
 MR0224'24, T 22 N, R 116 W, ABOUT 133 FEET SOUTHWEST OF THE NORTHEAST END OF
 MR0224'A CURVE, AND 37 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A
 MR0224'STANDARD DISK, STAMPED V 51 RESET 1937 AND SET IN THE TOP OF A
 MR0224'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0052 ***********************************************************************
 MR0052  DESIGNATION -  V 52
 MR0052  PID         -  MR0052
 MR0052  STATE/COUNTY-  WY/LINCOLN
 MR0052  USGS QUAD   -  MOXA (1969)
 MR0052
 MR0052                         *CURRENT SURVEY CONTROL
 MR0052  ___________________________________________________________________
 MR0052* NAD 83(1986)-  41 38 03.     (N)    110 02 40.     (W)     SCALED    
 MR0052* NAVD 88     -      1930.958  (meters)    6335.15   (feet)  ADJUSTED  
 MR0052  ___________________________________________________________________
 MR0052  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 MR0052  DYNAMIC HT  -        1929.301 (meters)    6329.72  (feet)  COMP
 MR0052  MODELED GRAV-     979,696.5   (mgal)                       NAVD 88
 MR0052
 MR0052  VERT ORDER  -  SECOND    CLASS 0
 MR0052
 MR0052.The horizontal coordinates were scaled from a topographic map and have
 MR0052.an estimated accuracy of +/- 6 seconds.
 MR0052
 MR0052.The orthometric height was determined by differential leveling
 MR0052.and adjusted by the National Geodetic Survey in June 1991..
 MR0052
 MR0052.The geoid height was determined by GEOID03.
 MR0052
 MR0052.The dynamic height is computed by dividing the NAVD 88
 MR0052.geopotential number by the normal gravity value computed on the
 MR0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0052.degrees latitude (g = 980.6199 gals.).
 MR0052
 MR0052.The modeled gravity was interpolated from observed gravity values.
 MR0052
 MR0052;                    North         East    Units  Estimated Accuracy
 MR0052;SPC WY W     -   225,950.      803,240.      MT  (+/- 180 meters Scaled)
 MR0052
 MR0052                          SUPERSEDED SURVEY CONTROL
 MR0052
 MR0052  NGVD 29 (??/??/92) 1929.64   (m)         6330.8    (f) COMPUTED    2 0
 MR0052
 MR0052.Superseded values are not recommended for survey control.
 MR0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0052.See file dsdata.txt to determine how the superseded data were derived.
 MR0052
 MR0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM795096(NAD 83)
 MR0052_MARKER: DB = BENCH MARK DISK
 MR0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0052_SP_SET: ABUTMENT
 MR0052_STAMPING: V 52 1934
 MR0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0052
 MR0052  HISTORY     - Date     Condition        Report By
 MR0052  HISTORY     - 1934     MONUMENTED       CGS
 MR0052
 MR0052                          STATION DESCRIPTION
 MR0052
 MR0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0052'5.3 MI NW FROM GRANGER.
 MR0052'IN LINCOLN COUNTY, ABOUT 5.3 MILES NORTHWEST ALONG THE UNION PACIFIC
 MR0052'RAILROAD FROM THE STATION AT GRANGER, SWEETWATER COUNTY, ABOUT 1.2
 MR0052'MILES NORTHWEST OF THE STATION AT DONOVAN, SWEETWATER COUNTY, ABOUT
 MR0052'1,760 FEET NORTHWEST OF MILEPOST 5, AT BRIDGE 5.33, IN THE TOP OF THE
 MR0052'SOUTH END OF THE EAST CONCRETE ABUTMENT, 0.8 FOOT EAST OF THE WEST
 MR0052'FACE OF THE ABUTMENT, 7.0 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1.3
 MR0052'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED V 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0144 ***********************************************************************
 OU0144  DESIGNATION -  V 54
 OU0144  PID         -  OU0144
 OU0144  STATE/COUNTY-  WY/NIOBRARA
 OU0144  USGS QUAD   -  FUNNY ROCK (1981)
 OU0144
 OU0144                         *CURRENT SURVEY CONTROL
 OU0144  ___________________________________________________________________
 OU0144* NAD 83(1986)-  43 11 52.     (N)    104 32 33.     (W)     SCALED    
 OU0144* NAVD 88     -      1336.655  (meters)    4385.34   (feet)  ADJUSTED  
 OU0144  ___________________________________________________________________
 OU0144  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 OU0144  DYNAMIC HT  -        1335.982 (meters)    4383.13  (feet)  COMP
 OU0144  MODELED GRAV-     980,069.5   (mgal)                       NAVD 88
 OU0144
 OU0144  VERT ORDER  -  SECOND    CLASS 0
 OU0144
 OU0144.The horizontal coordinates were scaled from a topographic map and have
 OU0144.an estimated accuracy of +/- 6 seconds.
 OU0144
 OU0144.The orthometric height was determined by differential leveling
 OU0144.and adjusted by the National Geodetic Survey in June 1991..
 OU0144
 OU0144.The geoid height was determined by GEOID03.
 OU0144
 OU0144.The dynamic height is computed by dividing the NAVD 88
 OU0144.geopotential number by the normal gravity value computed on the
 OU0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0144.degrees latitude (g = 980.6199 gals.).
 OU0144
 OU0144.The modeled gravity was interpolated from observed gravity values.
 OU0144
 OU0144;                    North         East    Units  Estimated Accuracy
 OU0144;SPC WY E     -   299,810.      250,730.      MT  (+/- 180 meters Scaled)
 OU0144
 OU0144                          SUPERSEDED SURVEY CONTROL
 OU0144
 OU0144  NGVD 29 (??/??/92) 1335.959  (m)         4383.06   (f) ADJ UNCH    2 0
 OU0144
 OU0144.Superseded values are not recommended for survey control.
 OU0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0144.See file dsdata.txt to determine how the superseded data were derived.
 OU0144
 OU0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH371828(NAD 83)
 OU0144_MARKER: DB = BENCH MARK DISK
 OU0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0144_STAMPING: V 54 1934
 OU0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0144+STABILITY: SURFACE MOTION
 OU0144
 OU0144  HISTORY     - Date     Condition        Report By
 OU0144  HISTORY     - 1934     MONUMENTED       CGS
 OU0144  HISTORY     - 1957     GOOD             NGS
 OU0144  HISTORY     - 1976     GOOD             USGS
 OU0144
 OU0144                          STATION DESCRIPTION
 OU0144
 OU0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0144'18.2 MI N FROM LANCE CREEK.
 OU0144'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0144'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0144'THENCE 9.85 MILES NORTHWEST ALONG A WINDING TRACK ROAD, 19 FEET
 OU0144'WEST OF THE CENTER LINE OF A TRACK ROAD, 4 FEET NORTHWEST OF A
 OU0144'FENCE CORNER, 2.2 FEET NORTH OF A FENCE, 1 FOOT EAST OF A
 OU0144'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 OU0144'0.3 FOOT ABOVE THE GROUND, IN SECTION 9, TOWNSHIP 37 NORTH,
 OU0144'RANGE 64 WEST.
 OU0144
 OU0144                          STATION RECOVERY (1976)
 OU0144
 OU0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0144'LANCE CREEK POST OFFICE, 7.0 MILES EAST FROM ALONG STATE HWY. 270,
 OU0144'THENCE, 11.25 MILES NORTH ALONG A GRADED ROAD, IN SEC. 9, T 37 N., R
 OU0144'64 W., 450 FEET NORTH ALONG GRADED DIRT ROAD, 19 FEET WEST OF CENTER
 OU0144'OF DIRT ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 OU0144'FOOT ABOVE THE GROUND. A STANDARD DISK STAMPED "V 54 1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0184 ***********************************************************************
 OU0184  DESIGNATION -  V 55
 OU0184  PID         -  OU0184
 OU0184  STATE/COUNTY-  WY/WESTON
 OU0184  USGS QUAD   -  DUPONT CREEK (1982)
 OU0184
 OU0184                         *CURRENT SURVEY CONTROL
 OU0184  ___________________________________________________________________
 OU0184* NAD 83(1986)-  43 44 31.     (N)    104 33 11.     (W)     SCALED    
 OU0184* NAVD 88     -      1270.921  (meters)    4169.68   (feet)  ADJUSTED  
 OU0184  ___________________________________________________________________
 OU0184  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 OU0184  DYNAMIC HT  -        1270.341 (meters)    4167.78  (feet)  COMP
 OU0184  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 OU0184
 OU0184  VERT ORDER  -  SECOND    CLASS 0
 OU0184
 OU0184.The horizontal coordinates were scaled from a topographic map and have
 OU0184.an estimated accuracy of +/- 6 seconds.
 OU0184
 OU0184.The orthometric height was determined by differential leveling
 OU0184.and adjusted by the National Geodetic Survey in June 1991..
 OU0184
 OU0184.The geoid height was determined by GEOID03.
 OU0184
 OU0184.The dynamic height is computed by dividing the NAVD 88
 OU0184.geopotential number by the normal gravity value computed on the
 OU0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0184.degrees latitude (g = 980.6199 gals.).
 OU0184
 OU0184.The modeled gravity was interpolated from observed gravity values.
 OU0184
 OU0184;                    North         East    Units  Estimated Accuracy
 OU0184;SPC WY E     -   360,260.      249,430.      MT  (+/- 180 meters Scaled)
 OU0184
 OU0184                          SUPERSEDED SURVEY CONTROL
 OU0184
 OU0184  NGVD 29 (??/??/92) 1270.247  (m)         4167.47   (f) ADJ UNCH    2 0
 OU0184
 OU0184.Superseded values are not recommended for survey control.
 OU0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0184.See file dsdata.txt to determine how the superseded data were derived.
 OU0184
 OU0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ359433(NAD 83)
 OU0184_MARKER: DB = BENCH MARK DISK
 OU0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0184_STAMPING: V 55 1934
 OU0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0184+STABILITY: SURFACE MOTION
 OU0184
 OU0184  HISTORY     - Date     Condition        Report By
 OU0184  HISTORY     - 1934     MONUMENTED       CGS
 OU0184  HISTORY     - 1975     GOOD             USGS
 OU0184
 OU0184                          STATION DESCRIPTION
 OU0184
 OU0184'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 OU0184'8.2 MI NE FROM CLARETON.
 OU0184'3.0 MILES NW ALONG U.S. 16 FROM THE POST OFFICE AT NEWCASTLE
 OU0184'THENCE 16.7 MILES WEST ALONG STATE HGWY 450 TO JUNCTION WITH
 OU0184'GRIEVES ROAD SOUTH.  TAKE GRIEVES ROAD SOUTH 0.7 MILES TO
 OU0184'BEND IN ROAD.  205 FEET EAST OF ROAD AND 21 FEET EAST OF SCAR
 OU0184'OF OLD ROAD.  A STANDARD TABLET STAMPED V 55 1934 AND SET IN
 OU0184'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0208 ***********************************************************************
 OU0208  DESIGNATION -  V 56
 OU0208  PID         -  OU0208
 OU0208  STATE/COUNTY-  WY/CONVERSE
 OU0208  USGS QUAD   -  FIDDLEBACK RANCH (1971)
 OU0208
 OU0208                         *CURRENT SURVEY CONTROL
 OU0208  ___________________________________________________________________
 OU0208* NAD 83(1986)-  43 24 48.     (N)    105 03 41.     (W)     SCALED    
 OU0208* NAVD 88     -      1333.402  (meters)    4374.67   (feet)  ADJUSTED  
 OU0208  ___________________________________________________________________
 OU0208  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 OU0208  DYNAMIC HT  -        1332.707 (meters)    4372.39  (feet)  COMP
 OU0208  MODELED GRAV-     980,052.5   (mgal)                       NAVD 88
 OU0208
 OU0208  VERT ORDER  -  SECOND    CLASS 0
 OU0208
 OU0208.The horizontal coordinates were scaled from a topographic map and have
 OU0208.an estimated accuracy of +/- 6 seconds.
 OU0208
 OU0208.The orthometric height was determined by differential leveling
 OU0208.and adjusted by the National Geodetic Survey in June 1991..
 OU0208
 OU0208.The geoid height was determined by GEOID03.
 OU0208
 OU0208.The dynamic height is computed by dividing the NAVD 88
 OU0208.geopotential number by the normal gravity value computed on the
 OU0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0208.degrees latitude (g = 980.6199 gals.).
 OU0208
 OU0208.The modeled gravity was interpolated from observed gravity values.
 OU0208
 OU0208;                    North         East    Units  Estimated Accuracy
 OU0208;SPC WY E     -   323,580.      208,530.      MT  (+/- 180 meters Scaled)
 OU0208
 OU0208                          SUPERSEDED SURVEY CONTROL
 OU0208
 OU0208  NGVD 29 (??/??/92) 1332.65   (m)         4372.2    (f) COMPUTED    2 0
 OU0208
 OU0208.Superseded values are not recommended for survey control.
 OU0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0208.See file dsdata.txt to determine how the superseded data were derived.
 OU0208
 OU0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ950067(NAD 83)
 OU0208_MARKER: DB = BENCH MARK DISK
 OU0208_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OU0208_SP_SET: PREFAB CONC. POST IN EARTH
 OU0208_STAMPING: V 56 1934
 OU0208_MARK LOGO: CGS   
 OU0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0208+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1971
 OU0208
 OU0208  HISTORY     - Date     Condition        Report By
 OU0208  HISTORY     - 1934     MONUMENTED       CGS
 OU0208  HISTORY     - 19710624 GOOD             USGS
 OU0208
 OU0208                          STATION DESCRIPTION
 OU0208
 OU0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0208'2.8 MI SW FROM DULL CENTER.
 OU0208'2.8 MILES WEST ALONG THE ROAD LEADING TO THE COMMUNITY CENTER AT
 OU0208'DRY CREEK FROM DULL CENTER, CONVERSE COUNTY, ABOUT 0.3 MILE SOUTH
 OU0208'OF A WOODEN BRIDGE, ON A SMALL RISE, AND 30 FEET EAST OF THE
 OU0208'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED V 56 1934 AND
 OU0208'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE COMMUNITY OF DRY
 OU0208'CREEK IS NOW KNOWN AS BILL.
 OU0208
 OU0208                          STATION RECOVERY (1971)
 OU0208
 OU0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 OU0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0200 ***********************************************************************
 OU0200  DESIGNATION -  V 57
 OU0200  PID         -  OU0200
 OU0200  STATE/COUNTY-  WY/CAMPBELL
 OU0200  USGS QUAD   -  TECKLA SW (1971)
 OU0200
 OU0200                         *CURRENT SURVEY CONTROL
 OU0200  ___________________________________________________________________
 OU0200* NAD 83(1986)-  43 30 32.     (N)    105 23 05.     (W)     SCALED    
 OU0200* NAVD 88     -      1460.130  (meters)    4790.44   (feet)  ADJUSTED  
 OU0200  ___________________________________________________________________
 OU0200  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 OU0200  DYNAMIC HT  -        1459.339 (meters)    4787.85  (feet)  COMP
 OU0200  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 OU0200
 OU0200  VERT ORDER  -  SECOND    CLASS 0
 OU0200
 OU0200.The horizontal coordinates were scaled from a topographic map and have
 OU0200.an estimated accuracy of +/- 6 seconds.
 OU0200
 OU0200.The orthometric height was determined by differential leveling
 OU0200.and adjusted by the National Geodetic Survey in June 1991..
 OU0200
 OU0200.The geoid height was determined by GEOID03.
 OU0200
 OU0200.The dynamic height is computed by dividing the NAVD 88
 OU0200.geopotential number by the normal gravity value computed on the
 OU0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0200.degrees latitude (g = 980.6199 gals.).
 OU0200
 OU0200.The modeled gravity was interpolated from observed gravity values.
 OU0200
 OU0200;                    North         East    Units  Estimated Accuracy
 OU0200;SPC WY E     -   334,210.      182,370.      MT  (+/- 180 meters Scaled)
 OU0200
 OU0200                          SUPERSEDED SURVEY CONTROL
 OU0200
 OU0200  NGVD 29 (??/??/92) 1459.31   (m)         4787.8    (f) COMPUTED    2 0
 OU0200
 OU0200.Superseded values are not recommended for survey control.
 OU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0200.See file dsdata.txt to determine how the superseded data were derived.
 OU0200
 OU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ689174(NAD 83)
 OU0200_MARKER: DB = BENCH MARK DISK
 OU0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0200_STAMPING: V-57 1934
 OU0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0200+STABILITY: SURFACE MOTION
 OU0200
 OU0200  HISTORY     - Date     Condition        Report By
 OU0200  HISTORY     - UNK      MONUMENTED
 OU0200
 OU0200                          STATION DESCRIPTION
 OU0200
 OU0200'DESCRIBED UNK
 OU0200'8 MI NW FROM VERSE.
 OU0200'IN CAMPBELL COUNTY, ABOUT 8 MILES NORTHWEST ALONG THE ROAD
 OU0200'LEADING TO PINE TREE FROM VERSE, CONVERSE COUNTY, ABOUT 2.2
 OU0200'MILES NORTHWEST OF THE CROSSING OF ANTELOPE CREEK, ON A SMALL
 OU0200'KNOLL, AND 35 FEET WEST OF THE CENTER LINE OF THE ROAD.  A
 OU0200'STANDARD DISK, STAMPED V 57 1934 AND SET IN THE TOP OF A CONCRETE
 OU0200'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0239 ***********************************************************************
 OU0239  DESIGNATION -  V 58
 OU0239  PID         -  OU0239
 OU0239  STATE/COUNTY-  WY/CONVERSE
 OU0239  USGS QUAD   -  BILL SE (1984)
 OU0239
 OU0239                         *CURRENT SURVEY CONTROL
 OU0239  ___________________________________________________________________
 OU0239* NAD 83(1986)-  43 03 04.     (N)    105 16 09.     (W)     SCALED    
 OU0239* NAVD 88     -      1483.689  (meters)    4867.74   (feet)  ADJUSTED  
 OU0239  ___________________________________________________________________
 OU0239  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 OU0239  DYNAMIC HT  -        1482.809 (meters)    4864.85  (feet)  COMP
 OU0239  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 OU0239
 OU0239  VERT ORDER  -  SECOND    CLASS 0
 OU0239
 OU0239.The horizontal coordinates were scaled from a topographic map and have
 OU0239.an estimated accuracy of +/- 6 seconds.
 OU0239
 OU0239.The orthometric height was determined by differential leveling
 OU0239.and adjusted by the National Geodetic Survey in June 1991..
 OU0239
 OU0239.The geoid height was determined by GEOID03.
 OU0239
 OU0239.The dynamic height is computed by dividing the NAVD 88
 OU0239.geopotential number by the normal gravity value computed on the
 OU0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0239.degrees latitude (g = 980.6199 gals.).
 OU0239
 OU0239.The modeled gravity was interpolated from observed gravity values.
 OU0239
 OU0239;                    North         East    Units  Estimated Accuracy
 OU0239;SPC WY E     -   283,340.      191,650.      MT  (+/- 180 meters Scaled)
 OU0239
 OU0239                          SUPERSEDED SURVEY CONTROL
 OU0239
 OU0239  NGVD 29 (??/??/92) 1482.853  (m)         4864.99   (f) ADJ UNCH    2 0
 OU0239
 OU0239.Superseded values are not recommended for survey control.
 OU0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0239.See file dsdata.txt to determine how the superseded data were derived.
 OU0239
 OU0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH780665(NAD 83)
 OU0239_MARKER: DB = BENCH MARK DISK
 OU0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0239_STAMPING: V-58 1934
 OU0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0239+STABILITY: SURFACE MOTION
 OU0239
 OU0239  HISTORY     - Date     Condition        Report By
 OU0239  HISTORY     - 1934     MONUMENTED       CGS
 OU0239  HISTORY     - 1959     GOOD             NGS
 OU0239
 OU0239                          STATION DESCRIPTION
 OU0239
 OU0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0239'22 MI N FROM DOUGLAS.
 OU0239'22.0 MI. N. ALONG STATE HWY. 59 FROM THE POST OFFICE AT DOUGLAS,
 OU0239'CONVERSE COUNTY, THEN 0.4 MI. NW ALONG A COUNTY RD., THEN 0.4
 OU0239'MI. N. ALONG AN ABANDONED HWY., IN THE NE 1/4 SEC. 33, T. 36 N.,
 OU0239'R 70 W., ABOUT 425 FT. S. OF DAM AT A SMALL RESERVOIR AND 16 FT.
 OU0239'W OF CENTER OF ROAD.
 OU0239
 OU0239                          STATION RECOVERY (1959)
 OU0239
 OU0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 OU0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0148 ***********************************************************************
 PV0148  DESIGNATION -  V 59
 PV0148  PID         -  PV0148
 PV0148  STATE/COUNTY-  WY/CROOK
 PV0148  USGS QUAD   -  CARLILE (1984)
 PV0148
 PV0148                         *CURRENT SURVEY CONTROL
 PV0148  ___________________________________________________________________
 PV0148* NAD 83(1986)-  44 27 25.     (N)    104 48 39.     (W)     SCALED    
 PV0148* NAVD 88     -      1331.198  (meters)    4367.44   (feet)  ADJUSTED  
 PV0148  ___________________________________________________________________
 PV0148  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 PV0148  DYNAMIC HT  -        1330.718 (meters)    4365.86  (feet)  COMP
 PV0148  MODELED GRAV-     980,210.0   (mgal)                       NAVD 88
 PV0148
 PV0148  VERT ORDER  -  SECOND    CLASS 0
 PV0148
 PV0148.The horizontal coordinates were scaled from a topographic map and have
 PV0148.an estimated accuracy of +/- 6 seconds.
 PV0148
 PV0148.The orthometric height was determined by differential leveling
 PV0148.and adjusted by the National Geodetic Survey in June 1991..
 PV0148
 PV0148.The geoid height was determined by GEOID03.
 PV0148
 PV0148.The dynamic height is computed by dividing the NAVD 88
 PV0148.geopotential number by the normal gravity value computed on the
 PV0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0148.degrees latitude (g = 980.6199 gals.).
 PV0148
 PV0148.The modeled gravity was interpolated from observed gravity values.
 PV0148
 PV0148;                    North         East    Units  Estimated Accuracy
 PV0148;SPC WY E     -   439,580.      228,320.      MT  (+/- 180 meters Scaled)
 PV0148
 PV0148                          SUPERSEDED SURVEY CONTROL
 PV0148
 PV0148  NGVD 29 (??/??/92) 1330.602  (m)         4365.48   (f) ADJ UNCH    2 0
 PV0148
 PV0148.Superseded values are not recommended for survey control.
 PV0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0148.See file dsdata.txt to determine how the superseded data were derived.
 PV0148
 PV0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK150226(NAD 83)
 PV0148_MARKER: DB = BENCH MARK DISK
 PV0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0148_STAMPING: V 59 1934
 PV0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0148+STABILITY: SURFACE MOTION
 PV0148
 PV0148  HISTORY     - Date     Condition        Report By
 PV0148  HISTORY     - 1934     MONUMENTED       CGS
 PV0148  HISTORY     - 1982     MARK NOT FOUND   USGS
 PV0148
 PV0148                          STATION DESCRIPTION
 PV0148
 PV0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0148'2.2 MI SW FROM CARLILE.
 PV0148'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE
 PV0148'AT CARLILE, CROOK COUNTY, AT THE TOP OF A LONG HILL ABOUT
 PV0148'0.5 MILE NORTHEAST OF THE BRIDGE OVER SPRING CREEK, AT A TURN
 PV0148'TO THE NORTH, 29.5 FEET EAST OF THE CENTER LINE OF THE
 PV0148'HIGHWAY, AND 3.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 PV0148'STANDARD DISK, STAMPED V 59 1934 AND SET IN THE TOP OF A
 PV0148'CONCRETE POST.
 PV0148
 PV0148                          STATION RECOVERY (1982)
 PV0148
 PV0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PV0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0057 ***********************************************************************
 PV0057  DESIGNATION -  V 61
 PV0057  PID         -  PV0057
 PV0057  STATE/COUNTY-  WY/CROOK
 PV0057  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0057
 PV0057                         *CURRENT SURVEY CONTROL
 PV0057  ___________________________________________________________________
 PV0057* NAD 83(1986)-  44 24 26.     (N)    104 28 40.     (W)     SCALED    
 PV0057* NAVD 88     -      1541.923  (meters)    5058.79   (feet)  ADJUSTED  
 PV0057  ___________________________________________________________________
 PV0057  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 PV0057  DYNAMIC HT  -        1541.297 (meters)    5056.74  (feet)  COMP
 PV0057  MODELED GRAV-     980,156.4   (mgal)                       NAVD 88
 PV0057
 PV0057  VERT ORDER  -  SECOND    CLASS 0
 PV0057
 PV0057.The horizontal coordinates were scaled from a topographic map and have
 PV0057.an estimated accuracy of +/- 6 seconds.
 PV0057
 PV0057.The orthometric height was determined by differential leveling
 PV0057.and adjusted by the National Geodetic Survey in June 1991..
 PV0057
 PV0057.The geoid height was determined by GEOID03.
 PV0057
 PV0057.The dynamic height is computed by dividing the NAVD 88
 PV0057.geopotential number by the normal gravity value computed on the
 PV0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0057.degrees latitude (g = 980.6199 gals.).
 PV0057
 PV0057.The modeled gravity was interpolated from observed gravity values.
 PV0057
 PV0057;                    North         East    Units  Estimated Accuracy
 PV0057;SPC WY E     -   434,230.      254,870.      MT  (+/- 180 meters Scaled)
 PV0057
 PV0057                          SUPERSEDED SURVEY CONTROL
 PV0057
 PV0057  NGVD 29 (??/??/92) 1541.271  (m)         5056.65   (f) ADJ UNCH    2 0
 PV0057
 PV0057.Superseded values are not recommended for survey control.
 PV0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0057.See file dsdata.txt to determine how the superseded data were derived.
 PV0057
 PV0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK415172(NAD 83)
 PV0057_MARKER: DB = BENCH MARK DISK
 PV0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0057_STAMPING: V-61 1934
 PV0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0057+STABILITY: SURFACE MOTION
 PV0057
 PV0057  HISTORY     - Date     Condition        Report By
 PV0057  HISTORY     - 1934     MONUMENTED       CGS
 PV0057  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0057
 PV0057                          STATION DESCRIPTION
 PV0057
 PV0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0057'6 MI W FROM SUNDANCE.
 PV0057'5.95 MILES WEST FROM COURTHOUSE ALONG U.S. HIGHWAY 16, BETWEEN
 PV0057'SUNDANCE AND CARLILE, NEAR A TURNOUT TO A DRIVE TO THE SOUTH,
 PV0057'48.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.0 FEET
 PV0057'NORTHEAST OF THE CENTERLINE OF DRIVE, 6.0 FEET EAST OF THE
 PV0057'EAST END OF GATE, AND 3.5 FEET SOUTH OF RIGHT OF WAY FENCE.
 PV0057'STANDARD DISK STAMPED V 61 1934.
 PV0057
 PV0057                          STATION RECOVERY (1957)
 PV0057
 PV0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PV0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0058 ***********************************************************************
 PV0058  DESIGNATION -  V 61 RESET
 PV0058  PID         -  PV0058
 PV0058  STATE/COUNTY-  WY/CROOK
 PV0058  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0058
 PV0058                         *CURRENT SURVEY CONTROL
 PV0058  ___________________________________________________________________
 PV0058* NAD 83(1986)-  44 24 26.     (N)    104 28 39.     (W)     SCALED    
 PV0058* NAVD 88     -      1539.59   (meters)    5051.1    (feet)  RESET     
 PV0058  ___________________________________________________________________
 PV0058  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 PV0058
 PV0058  VERT ORDER  -  THIRD
 PV0058
 PV0058.The horizontal coordinates were scaled from a topographic map and have
 PV0058.an estimated accuracy of +/- 6 seconds.
 PV0058
 PV0058.The orthometric height was computed from unverified reset data.
 PV0058
 PV0058.The geoid height was determined by GEOID03.
 PV0058
 PV0058;                    North         East    Units  Estimated Accuracy
 PV0058;SPC WY E     -   434,230.      254,890.      MT  (+/- 180 meters Scaled)
 PV0058
 PV0058                          SUPERSEDED SURVEY CONTROL
 PV0058
 PV0058  NGVD 29 (03/28/06) 1538.94   (m)         5049.0    (f) RESET       3  
 PV0058
 PV0058.Superseded values are not recommended for survey control.
 PV0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0058.See file dsdata.txt to determine how the superseded data were derived.
 PV0058
 PV0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK416172(NAD 83)
 PV0058_MARKER: DB = BENCH MARK DISK
 PV0058_SETTING: 0 = UNSPECIFIED SETTING
 PV0058_STAMPING: V 61 RESET 1974
 PV0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0058
 PV0058  HISTORY     - Date     Condition        Report By
 PV0058  HISTORY     - 1974     MONUMENTED       WYHD
 PV0058
 PV0058                          STATION DESCRIPTION
 PV0058
 PV0058'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1974
 PV0058'5.8 MI W FROM SUNDANCE.
 PV0058'5.8 MILES WEST ALONG U.S. HIGHWAY 14 FROM THE COUNT COURTHOUSE
 PV0058'AT SUNDANCE, CROOK COUNTY, WYOMING, 45 FEET SOUTH OF THE
 PV0058'CENTERLINE OF THE HIGHWAY, 4 FEET NORTH OF THE RIGHT-OF-WAY
 PV0058'FENCE, 50 FEET EAST OF A FIELD APPROACH ROAD TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0003 ***********************************************************************
 OU0003  DESIGNATION -  V 62
 OU0003  PID         -  OU0003
 OU0003  STATE/COUNTY-  WY/WESTON
 OU0003  USGS QUAD   -  CAMBRIA (1984)
 OU0003
 OU0003                         *CURRENT SURVEY CONTROL
 OU0003  ___________________________________________________________________
 OU0003* NAD 83(1986)-  43 54 36.     (N)    104 11 18.     (W)     SCALED    
 OU0003* NAVD 88     -      1572.417  (meters)    5158.84   (feet)  ADJUSTED  
 OU0003  ___________________________________________________________________
 OU0003  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 OU0003  DYNAMIC HT  -        1571.699 (meters)    5156.48  (feet)  COMP
 OU0003  MODELED GRAV-     980,105.6   (mgal)                       NAVD 88
 OU0003
 OU0003  VERT ORDER  -  SECOND    CLASS 0
 OU0003
 OU0003.The horizontal coordinates were scaled from a topographic map and have
 OU0003.an estimated accuracy of +/- 6 seconds.
 OU0003
 OU0003.The orthometric height was determined by differential leveling
 OU0003.and adjusted by the National Geodetic Survey in June 1991..
 OU0003
 OU0003.The geoid height was determined by GEOID03.
 OU0003
 OU0003.The dynamic height is computed by dividing the NAVD 88
 OU0003.geopotential number by the normal gravity value computed on the
 OU0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0003.degrees latitude (g = 980.6199 gals.).
 OU0003
 OU0003.The modeled gravity was interpolated from observed gravity values.
 OU0003
 OU0003;                    North         East    Units  Estimated Accuracy
 OU0003;SPC WY E     -   379,220.      278,580.      MT  (+/- 180 meters Scaled)
 OU0003
 OU0003                          SUPERSEDED SURVEY CONTROL
 OU0003
 OU0003  NGVD 29 (??/??/92) 1571.758  (m)         5156.68   (f) ADJ UNCH    2 0
 OU0003
 OU0003.Superseded values are not recommended for survey control.
 OU0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0003.See file dsdata.txt to determine how the superseded data were derived.
 OU0003
 OU0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ651621(NAD 83)
 OU0003_MARKER: DB = BENCH MARK DISK
 OU0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0003_STAMPING: V-62-1934
 OU0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0003+STABILITY: SURFACE MOTION
 OU0003
 OU0003  HISTORY     - Date     Condition        Report By
 OU0003  HISTORY     - 1934     MONUMENTED       CGS
 OU0003  HISTORY     - 1944     GOOD             NGS
 OU0003  HISTORY     - 1979     MARK NOT FOUND   USGS
 OU0003
 OU0003                          STATION DESCRIPTION
 OU0003
 OU0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0003'4.4 MI NE FROM NEWCASTLE.
 OU0003'4.4 MILES NORTHEAST OF NEWCASTLE.  ALONG U.S. HIGHWAY NO. 85
 OU0003'BETWEEN LEAD, SOUTH DAKOTA AND NEWCASTLE, WYOMING, ON SMALL
 OU0003'KNOLL BETWEEN TWO PROMINENT HILLS, 38 FEET EAST OF CENTERLINE
 OU0003'OF U.S. HIGHWAY NO. 85.  STANDARD DISK STAMPED V 62 1934.
 OU0003
 OU0003                          STATION RECOVERY (1944)
 OU0003
 OU0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 OU0003'RECOVERED IN GOOD CONDITION.
 OU0003
 OU0003                          STATION RECOVERY (1979)
 OU0003
 OU0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OU0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0171 ***********************************************************************
 NQ0171  DESIGNATION -  V 63
 NQ0171  PID         -  NQ0171
 NQ0171  STATE/COUNTY-  WY/PLATTE
 NQ0171  USGS QUAD   -  GUERNSEY RESERVOIR (1990)
 NQ0171
 NQ0171                         *CURRENT SURVEY CONTROL
 NQ0171  ___________________________________________________________________
 NQ0171* NAD 83(1986)-  42 19 15.     (N)    104 50 27.     (W)     SCALED    
 NQ0171* NAVD 88     -      1358.409  (meters)    4456.71   (feet)  ADJUSTED  
 NQ0171  ___________________________________________________________________
 NQ0171  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 NQ0171  DYNAMIC HT  -        1357.577 (meters)    4453.98  (feet)  COMP
 NQ0171  MODELED GRAV-     979,961.1   (mgal)                       NAVD 88
 NQ0171
 NQ0171  VERT ORDER  -  FIRST     CLASS II
 NQ0171
 NQ0171.The horizontal coordinates were scaled from a topographic map and have
 NQ0171.an estimated accuracy of +/- 6 seconds.
 NQ0171
 NQ0171.The orthometric height was determined by differential leveling
 NQ0171.and adjusted by the National Geodetic Survey in June 1991..
 NQ0171
 NQ0171.The geoid height was determined by GEOID03.
 NQ0171
 NQ0171.The dynamic height is computed by dividing the NAVD 88
 NQ0171.geopotential number by the normal gravity value computed on the
 NQ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0171.degrees latitude (g = 980.6199 gals.).
 NQ0171
 NQ0171.The modeled gravity was interpolated from observed gravity values.
 NQ0171
 NQ0171;                    North         East    Units  Estimated Accuracy
 NQ0171;SPC WY E     -   202,260.      226,860.      MT  (+/- 180 meters Scaled)
 NQ0171
 NQ0171                          SUPERSEDED SURVEY CONTROL
 NQ0171
 NQ0171  NGVD 29 (??/??/92) 1357.628  (m)         4454.15   (f) ADJ UNCH    1 2
 NQ0171
 NQ0171.Superseded values are not recommended for survey control.
 NQ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0171.See file dsdata.txt to determine how the superseded data were derived.
 NQ0171
 NQ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG131854(NAD 83)
 NQ0171_MARKER: DB = BENCH MARK DISK
 NQ0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0171_SP_SET: CONCRETE FOOTING
 NQ0171_STAMPING: V 63 1934
 NQ0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0171
 NQ0171  HISTORY     - Date     Condition        Report By
 NQ0171  HISTORY     - 1934     MONUMENTED       CGS
 NQ0171  HISTORY     - 1956     GOOD             NGS
 NQ0171
 NQ0171                          STATION DESCRIPTION
 NQ0171
 NQ0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0171'18.5 MI SE FROM GLENDO.
 NQ0171'18.5 MILES SOUTHEAST ALONG THE CHICAGO BURLINGTON AND QUINCY
 NQ0171'RAILROAD FROM THE STATION AT GLENDO, 1.8 MILES SOUTHEAST OF THE
 NQ0171'STATION AT WENDOVER, AT THE EAST PORTAL OF A TUNNEL, 5.5 FEET
 NQ0171'WEST OF THE EAST END OF THE TUNNEL, 6.2 FEET NORTH OF THE NORTH
 NQ0171'RAIL, 1.8 FEET ABOVE THE GROUND, 0.3 FOOT ABOVE THE TOP OF THE
 NQ0171'RAILS, SET VERTICALLY IN THE SOUTH SIDE OF THE CONCRETE FOOTING
 NQ0171'OF 6 WOODEN PILES, IN THE NORTHWEST 1/4 OF SECTION 15, TOWNSHIP
 NQ0171'27 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0074 ***********************************************************************
 NQ0074  DESIGNATION -  V 64
 NQ0074  PID         -  NQ0074
 NQ0074  STATE/COUNTY-  WY/GOSHEN
 NQ0074  USGS QUAD   -  TORRINGTON (1990)
 NQ0074
 NQ0074                         *CURRENT SURVEY CONTROL
 NQ0074  ___________________________________________________________________
 NQ0074* NAD 83(1986)-  42 03 57.     (N)    104 11 03.     (W)     SCALED    
 NQ0074* NAVD 88     -      1252.304  (meters)    4108.60   (feet)  ADJUSTED  
 NQ0074  ___________________________________________________________________
 NQ0074  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 NQ0074  DYNAMIC HT  -        1251.512 (meters)    4106.00  (feet)  COMP
 NQ0074  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 NQ0074
 NQ0074  VERT ORDER  -  SECOND    CLASS 0
 NQ0074
 NQ0074.The horizontal coordinates were scaled from a topographic map and have
 NQ0074.an estimated accuracy of +/- 6 seconds.
 NQ0074
 NQ0074.The orthometric height was determined by differential leveling
 NQ0074.and adjusted by the National Geodetic Survey in June 1991..
 NQ0074
 NQ0074.The geoid height was determined by GEOID03.
 NQ0074
 NQ0074.The dynamic height is computed by dividing the NAVD 88
 NQ0074.geopotential number by the normal gravity value computed on the
 NQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0074.degrees latitude (g = 980.6199 gals.).
 NQ0074
 NQ0074.The modeled gravity was interpolated from observed gravity values.
 NQ0074
 NQ0074;                    North         East    Units  Estimated Accuracy
 NQ0074;SPC WY E     -   174,360.      281,310.      MT  (+/- 180 meters Scaled)
 NQ0074
 NQ0074                          SUPERSEDED SURVEY CONTROL
 NQ0074
 NQ0074  NGVD 29 (??/??/92) 1251.567  (m)         4106.18   (f) ADJ UNCH    2 0
 NQ0074
 NQ0074.Superseded values are not recommended for survey control.
 NQ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0074.See file dsdata.txt to determine how the superseded data were derived.
 NQ0074
 NQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG674574(NAD 83)
 NQ0074_MARKER: DB = BENCH MARK DISK
 NQ0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0074_SP_SET: BUILDING
 NQ0074_STAMPING: V 64 1934
 NQ0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NQ0074+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 NQ0074
 NQ0074  HISTORY     - Date     Condition        Report By
 NQ0074  HISTORY     - 1934     MONUMENTED       CGS
 NQ0074  HISTORY     - 1941     GOOD             NGS
 NQ0074  HISTORY     - 20020919 GOOD             NGS
 NQ0074
 NQ0074                          STATION DESCRIPTION
 NQ0074
 NQ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0074'AT TORRINGTON.
 NQ0074'AT TORRINGTON, AT THE WEST ENTRANCE TO THE POST OFFICE, IN THE
 NQ0074'TOP OF THE SOUTH BALUSTRADE, 6.9 FEET SOUTH OF THE CENTERLINE OF THE
 NQ0074'ENTRANCE, 1.4 FEET NORTH OF THE SOUTH FACE OF THE BALUSTRADE,
 NQ0074'AND 1.0 FOOT WEST OF THE WEST FACE OF THE BUILDING.  A STANDARD
 NQ0074'DISK, STAMPED V 64 1934.
 NQ0074
 NQ0074                          STATION RECOVERY (2002)
 NQ0074
 NQ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 NQ0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0067 ***********************************************************************
 MP0067  DESIGNATION -  V 65
 MP0067  PID         -  MP0067
 MP0067  STATE/COUNTY-  WY/ALBANY
 MP0067  USGS QUAD   -  ALBANY (1992)
 MP0067
 MP0067                         *CURRENT SURVEY CONTROL
 MP0067  ___________________________________________________________________
 MP0067* NAD 83(1986)-  41 14 11.     (N)    106 07 58.     (W)     SCALED    
 MP0067* NAVD 88     -      2420.245  (meters)    7940.42   (feet)  ADJUSTED  
 MP0067  ___________________________________________________________________
 MP0067  GEOID HEIGHT-         -10.69  (meters)                     GEOID03
 MP0067  DYNAMIC HT  -        2417.929 (meters)    7932.82  (feet)  COMP
 MP0067  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 MP0067
 MP0067  VERT ORDER  -  FIRST     CLASS II
 MP0067
 MP0067.The horizontal coordinates were scaled from a topographic map and have
 MP0067.an estimated accuracy of +/- 6 seconds.
 MP0067
 MP0067.The orthometric height was determined by differential leveling
 MP0067.and adjusted by the National Geodetic Survey in June 1991..
 MP0067
 MP0067.The geoid height was determined by GEOID03.
 MP0067
 MP0067.The dynamic height is computed by dividing the NAVD 88
 MP0067.geopotential number by the normal gravity value computed on the
 MP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0067.degrees latitude (g = 980.6199 gals.).
 MP0067
 MP0067.The modeled gravity was interpolated from observed gravity values.
 MP0067
 MP0067;                    North         East    Units  Estimated Accuracy
 MP0067;SPC WY E     -    82,220.      119,010.      MT  (+/- 180 meters Scaled)
 MP0067
 MP0067                          SUPERSEDED SURVEY CONTROL
 MP0067
 MP0067  NGVD 29 (??/??/92) 2418.989  (m)         7936.30   (f) ADJ UNCH    1 2
 MP0067
 MP0067.Superseded values are not recommended for survey control.
 MP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0067.See file dsdata.txt to determine how the superseded data were derived.
 MP0067
 MP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF050656(NAD 83)
 MP0067_MARKER: DB = BENCH MARK DISK
 MP0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0067_STAMPING: V 65 1934
 MP0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0067+STABILITY: SURFACE MOTION
 MP0067
 MP0067  HISTORY     - Date     Condition        Report By
 MP0067  HISTORY     - 1934     MONUMENTED       CGS
 MP0067  HISTORY     - 1956     GOOD             NGS
 MP0067
 MP0067                          STATION DESCRIPTION
 MP0067
 MP0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0067'4.4 MI S FROM CENTENNIAL.
 MP0067'4.4 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0067'RAILROAD FROM THE STATION AT CENTENNIAL, 0.1 MILE WEST OF A RANCH
 MP0067'HOUSE, 71 FEET SOUTHEAST OF THE 3RD POLE SOUTH OF MILEPOST 34, 29 FEET
 MP0067'SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 20.8 FEET EAST OF
 MP0067'THE EAST RAIL, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 MP0067'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE SOUTHEAST 1/4 OF
 MP0067'SECTION 27, TOWNSHIP 15 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0099 ***********************************************************************
 MP0099  DESIGNATION -  V 66
 MP0099  PID         -  MP0099
 MP0099  STATE/COUNTY-  WY/ALBANY
 MP0099  USGS QUAD   -  FOXPARK (1992)
 MP0099
 MP0099                         *CURRENT SURVEY CONTROL
 MP0099  ___________________________________________________________________
 MP0099* NAD 83(1986)-  41 00 41.     (N)    106 09 44.     (W)     SCALED    
 MP0099* NAVD 88     -      2683.324  (meters)    8803.54   (feet)  ADJUSTED  
 MP0099  ___________________________________________________________________
 MP0099  GEOID HEIGHT-         -10.89  (meters)                     GEOID03
 MP0099  DYNAMIC HT  -        2680.628 (meters)    8794.69  (feet)  COMP
 MP0099  MODELED GRAV-     979,521.0   (mgal)                       NAVD 88
 MP0099
 MP0099  VERT ORDER  -  FIRST     CLASS II
 MP0099
 MP0099.The horizontal coordinates were scaled from a topographic map and have
 MP0099.an estimated accuracy of +/- 6 seconds.
 MP0099
 MP0099.The orthometric height was determined by differential leveling
 MP0099.and adjusted by the National Geodetic Survey in June 1991..
 MP0099
 MP0099.The geoid height was determined by GEOID03.
 MP0099
 MP0099.The dynamic height is computed by dividing the NAVD 88
 MP0099.geopotential number by the normal gravity value computed on the
 MP0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0099.degrees latitude (g = 980.6199 gals.).
 MP0099
 MP0099.The modeled gravity was interpolated from observed gravity values.
 MP0099
 MP0099;                    North         East    Units  Estimated Accuracy
 MP0099;SPC WY E     -    57,260.      116,260.      MT  (+/- 180 meters Scaled)
 MP0099
 MP0099                          SUPERSEDED SURVEY CONTROL
 MP0099
 MP0099  NGVD 29 (??/??/92) 2681.998  (m)         8799.19   (f) ADJ UNCH    1 2
 MP0099
 MP0099.Superseded values are not recommended for survey control.
 MP0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0099.See file dsdata.txt to determine how the superseded data were derived.
 MP0099
 MP0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF022406(NAD 83)
 MP0099_MARKER: DB = BENCH MARK DISK
 MP0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0099_STAMPING: V 66 1934
 MP0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0099+STABILITY: SURFACE MOTION
 MP0099
 MP0099  HISTORY     - Date     Condition        Report By
 MP0099  HISTORY     - 1934     MONUMENTED       CGS
 MP0099  HISTORY     - 1956     GOOD             NGS
 MP0099
 MP0099                          STATION DESCRIPTION
 MP0099
 MP0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0099'8.4 MI S FROM FOXPARK.
 MP0099'8.4 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0099'RAILROAD FROM THE STATION AT FOXPARK, 81.5 FEET SOUTH OF MILEPOST 63,
 MP0099'12.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 14 FEET SOUTHWEST OF A
 MP0099'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 MP0099'FOOT ABOVE THE GROUND, IN SECTION 16, TOWNSHIP 12 NORTH, RANGE 78
 MP0099'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0139 ***********************************************************************
 NT0139  DESIGNATION -  V 67
 NT0139  PID         -  NT0139
 NT0139  STATE/COUNTY-  WY/LINCOLN
 NT0139  USGS QUAD   -  AFTON (1980)
 NT0139
 NT0139                         *CURRENT SURVEY CONTROL
 NT0139  ___________________________________________________________________
 NT0139* NAD 83(1986)-  42 43 33.     (N)    110 55 39.     (W)     SCALED    
 NT0139* NAVD 88     -      1911.415  (meters)    6271.03   (feet)  ADJUSTED  
 NT0139  ___________________________________________________________________
 NT0139  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 NT0139  DYNAMIC HT  -        1910.022 (meters)    6266.46  (feet)  COMP
 NT0139  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 NT0139
 NT0139  VERT ORDER  -  SECOND    CLASS 0
 NT0139
 NT0139.The horizontal coordinates were scaled from a topographic map and have
 NT0139.an estimated accuracy of +/- 6 seconds.
 NT0139
 NT0139.The orthometric height was determined by differential leveling
 NT0139.and adjusted by the National Geodetic Survey in June 1991..
 NT0139
 NT0139.The geoid height was determined by GEOID03.
 NT0139
 NT0139.The dynamic height is computed by dividing the NAVD 88
 NT0139.geopotential number by the normal gravity value computed on the
 NT0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0139.degrees latitude (g = 980.6199 gals.).
 NT0139
 NT0139.The modeled gravity was interpolated from observed gravity values.
 NT0139
 NT0139;                    North         East    Units  Estimated Accuracy
 NT0139;SPC WY W     -   347,540.      730,870.      MT  (+/- 180 meters Scaled)
 NT0139
 NT0139                          SUPERSEDED SURVEY CONTROL
 NT0139
 NT0139  NGVD 29 (??/??/92) 1910.113  (m)         6266.76   (f) ADJ UNCH    2 0
 NT0139
 NT0139.Superseded values are not recommended for survey control.
 NT0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0139.See file dsdata.txt to determine how the superseded data were derived.
 NT0139
 NT0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN059303(NAD 83)
 NT0139_MARKER: DB = BENCH MARK DISK
 NT0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0139_SP_SET: FOUNDATION
 NT0139_STAMPING: V 67 1934
 NT0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0139
 NT0139  HISTORY     - Date     Condition        Report By
 NT0139  HISTORY     - 1934     MONUMENTED       CGS
 NT0139  HISTORY     - 1979     GOOD             LOCSUR
 NT0139
 NT0139                          STATION DESCRIPTION
 NT0139
 NT0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0139'IN AFTON.
 NT0139'AT AFTON, LINCOLN COUNTY, AT THE STAR VALLEY HIGH SCHOOL, 51 FEET
 NT0139'NORTH OF THE CENTER OF THE FRONT ENTRANCE, IN THE CONCRETE FOUNDATION,
 NT0139'2 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, AND 3.5 FEET
 NT0139'ABOVE THE GROUND.  A STANDARD DISK, STAMPED V 67 1934 AND SET
 NT0139'VERTICALLY.
 NT0139
 NT0139                          STATION RECOVERY (1979)
 NT0139
 NT0139'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 NT0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0687 ***********************************************************************
 NT0687  DESIGNATION -  V 67 RESET
 NT0687  PID         -  NT0687
 NT0687  STATE/COUNTY-  WY/LINCOLN
 NT0687  USGS QUAD   -  AFTON (1980)
 NT0687
 NT0687                         *CURRENT SURVEY CONTROL
 NT0687  ___________________________________________________________________
 NT0687* NAD 83(1986)-  42 43 33.     (N)    110 55 39.     (W)     SCALED    
 NT0687* NAVD 88     -      1911.24   (meters)    6270.5    (feet)  RESET     
 NT0687  ___________________________________________________________________
 NT0687  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 NT0687
 NT0687  VERT ORDER  -  THIRD
 NT0687
 NT0687.The horizontal coordinates were scaled from a topographic map and have
 NT0687.an estimated accuracy of +/- 6 seconds.
 NT0687
 NT0687.The orthometric height was computed from unverified reset data.
 NT0687
 NT0687.The geoid height was determined by GEOID03.
 NT0687
 NT0687;                    North         East    Units  Estimated Accuracy
 NT0687;SPC WY W     -   347,540.      730,870.      MT  (+/- 180 meters Scaled)
 NT0687
 NT0687                          SUPERSEDED SURVEY CONTROL
 NT0687
 NT0687  NGVD 29 (03/28/06) 1909.94   (m)         6266.2    (f) RESET       3  
 NT0687
 NT0687.Superseded values are not recommended for survey control.
 NT0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0687.See file dsdata.txt to determine how the superseded data were derived.
 NT0687
 NT0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN059303(NAD 83)
 NT0687_MARKER: DV = VERTICAL CONTROL DISK
 NT0687_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NT0687_SP_SET: STEP
 NT0687_STAMPING: V 67 RESET 1979
 NT0687_MARK LOGO: NGS   
 NT0687_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0687+STABILITY: SURFACE MOTION
 NT0687
 NT0687  HISTORY     - Date     Condition        Report By
 NT0687  HISTORY     - 1979     MONUMENTED       NGS
 NT0687
 NT0687                          STATION DESCRIPTION
 NT0687
 NT0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 NT0687'IN AFTON, AT THE CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS, 100
 NT0687'FEET (30.5 M) EAST OF THE APPROXIMATE CENTER OF JEFFERSON STREET, 9
 NT0687'INCHES WEST OF WEST SIDE OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0057 ***********************************************************************
 NT0057  DESIGNATION -  V 68
 NT0057  PID         -  NT0057
 NT0057  STATE/COUNTY-  WY/LINCOLN
 NT0057  USGS QUAD   -  COKEVILLE (1967)
 NT0057
 NT0057                         *CURRENT SURVEY CONTROL
 NT0057  ___________________________________________________________________
 NT0057* NAD 83(1986)-  42 07 20.     (N)    110 58 14.     (W)     SCALED    
 NT0057* NAVD 88     -      1874.326  (meters)    6149.35   (feet)  ADJUSTED  
 NT0057  ___________________________________________________________________
 NT0057  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 NT0057  DYNAMIC HT  -        1872.817 (meters)    6144.40  (feet)  COMP
 NT0057  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 NT0057
 NT0057  VERT ORDER  -  SECOND    CLASS 0
 NT0057
 NT0057.The horizontal coordinates were scaled from a topographic map and have
 NT0057.an estimated accuracy of +/- 6 seconds.
 NT0057
 NT0057.The orthometric height was determined by differential leveling
 NT0057.and adjusted by the National Geodetic Survey in June 1991..
 NT0057
 NT0057.The geoid height was determined by GEOID03.
 NT0057
 NT0057.The dynamic height is computed by dividing the NAVD 88
 NT0057.geopotential number by the normal gravity value computed on the
 NT0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0057.degrees latitude (g = 980.6199 gals.).
 NT0057
 NT0057.The modeled gravity was interpolated from observed gravity values.
 NT0057
 NT0057;                    North         East    Units  Estimated Accuracy
 NT0057;SPC WY W     -   280,530.      726,640.      MT  (+/- 180 meters Scaled)
 NT0057
 NT0057                          SUPERSEDED SURVEY CONTROL
 NT0057
 NT0057  NGVD 29 (??/??/92) 1873.013  (m)         6145.04   (f) ADJ UNCH    2 0
 NT0057
 NT0057.Superseded values are not recommended for survey control.
 NT0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0057.See file dsdata.txt to determine how the superseded data were derived.
 NT0057
 NT0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM024633(NAD 83)
 NT0057_MARKER: DB = BENCH MARK DISK
 NT0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0057_SP_SET: FOUNDATION
 NT0057_STAMPING: V 68 1934
 NT0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0057
 NT0057  HISTORY     - Date     Condition        Report By
 NT0057  HISTORY     - 1934     MONUMENTED       CGS
 NT0057  HISTORY     - 1967     MARK NOT FOUND   USGS
 NT0057
 NT0057                          STATION DESCRIPTION
 NT0057
 NT0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0057'2.7 MI NW FROM COKEVILLE.
 NT0057'2.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NT0057'AT COKEVILLE, LINCOLN COUNTY, 0.2 MILE NORTH OF MILEPOST 86, 18 FEET
 NT0057'EAST OF SEMAPHORE 86.4, AT THE SEMAPHORE SIGNAL BOX, IN THE TOP OF THE
 NT0057'CONCRETE FOUNDATION, AND 9 FEET EAST OF THE CENTER LINE OF THE TRACK.
 NT0057'A STANDARD DISK.  STAMPED V 68 1934.  NOTE-- SEMIPHORE 86.4 HAS BEEN
 NT0057'REMOVED.
 NT0057
 NT0057                          STATION RECOVERY (1967)
 NT0057
 NT0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0302 ***********************************************************************
 MQ0302  DESIGNATION -  V 71
 MQ0302  PID         -  MQ0302
 MQ0302  STATE/COUNTY-  WY/SWEETWATER
 MQ0302  USGS QUAD   -  GASSON BRIDGE (1980)
 MQ0302
 MQ0302                         *CURRENT SURVEY CONTROL
 MQ0302  ___________________________________________________________________
 MQ0302* NAD 83(1986)-  41 55 31.     (N)    109 41 38.     (W)     SCALED    
 MQ0302* NAVD 88     -      1946.263  (meters)    6385.36   (feet)  ADJUSTED  
 MQ0302  ___________________________________________________________________
 MQ0302  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 MQ0302  DYNAMIC HT  -        1944.666 (meters)    6380.12  (feet)  COMP
 MQ0302  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 MQ0302
 MQ0302  VERT ORDER  -  SECOND    CLASS 0
 MQ0302
 MQ0302.The horizontal coordinates were scaled from a topographic map and have
 MQ0302.an estimated accuracy of +/- 6 seconds.
 MQ0302
 MQ0302.The orthometric height was determined by differential leveling
 MQ0302.and adjusted by the National Geodetic Survey in June 1991..
 MQ0302
 MQ0302.The geoid height was determined by GEOID03.
 MQ0302
 MQ0302.The dynamic height is computed by dividing the NAVD 88
 MQ0302.geopotential number by the normal gravity value computed on the
 MQ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0302.degrees latitude (g = 980.6199 gals.).
 MQ0302
 MQ0302.The modeled gravity was interpolated from observed gravity values.
 MQ0302
 MQ0302;                    North         East    Units  Estimated Accuracy
 MQ0302;SPC WYWC     -   158,710.      521,710.      MT  (+/- 180 meters Scaled)
 MQ0302
 MQ0302                          SUPERSEDED SURVEY CONTROL
 MQ0302
 MQ0302  NGVD 29 (??/??/92) 1945.017  (m)         6381.28   (f) ADJ UNCH    2 0
 MQ0302
 MQ0302.Superseded values are not recommended for survey control.
 MQ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0302.See file dsdata.txt to determine how the superseded data were derived.
 MQ0302
 MQ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM082423(NAD 83)
 MQ0302_MARKER: DB = BENCH MARK DISK
 MQ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0302_STAMPING: V 71 1934
 MQ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0302+STABILITY: SURFACE MOTION
 MQ0302
 MQ0302  HISTORY     - Date     Condition        Report By
 MQ0302  HISTORY     - 1934     MONUMENTED       CGS
 MQ0302
 MQ0302                          STATION DESCRIPTION
 MQ0302
 MQ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0302'21.6 MI SW FROM FARSON.
 MQ0302'ABOUT 21.6 MILES SOUTHWEST ALONG THE ROAD LEADING TO GRANGER FROM THE
 MQ0302'POST OFFICE AT FARSON, SWEETWATER COUNTY, ABOUT 12 MILES NORTHEAST OF
 MQ0302'THE STEEL BRIDGE OVER GREEN RIVER, ABOUT 1.6 MILES SOUTH OF BIG SANDY
 MQ0302'CREEK, ABOUT 1 MILE SOUTH OF A SHARP BEND TO THE RIGHT WHERE THE ROAD
 MQ0302'TURNS UP THE CREEK, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 MQ0302'IN A 3-FOOT CIRCLE OF FLAT SANDSTONE ROCK.  A STANDARD DISK, STAMPED V
 MQ0302'71 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0284 ***********************************************************************
 MP0284  DESIGNATION -  V 72
 MP0284  PID         -  MP0284
 MP0284  STATE/COUNTY-  WY/CARBON
 MP0284  USGS QUAD   -  SAVERY (1961)
 MP0284
 MP0284                         *CURRENT SURVEY CONTROL
 MP0284  ___________________________________________________________________
 MP0284* NAD 83(1986)-  41 01 19.     (N)    107 25 10.     (W)     SCALED    
 MP0284* NAVD 88     -      1980.803  (meters)    6498.68   (feet)  ADJUSTED  
 MP0284  ___________________________________________________________________
 MP0284  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 MP0284  DYNAMIC HT  -        1979.012 (meters)    6492.81  (feet)  COMP
 MP0284  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 MP0284
 MP0284  VERT ORDER  -  SECOND    CLASS 0
 MP0284
 MP0284.The horizontal coordinates were scaled from a topographic map and have
 MP0284.an estimated accuracy of +/- 6 seconds.
 MP0284
 MP0284.The orthometric height was determined by differential leveling
 MP0284.and adjusted by the National Geodetic Survey in June 1991..
 MP0284
 MP0284.The geoid height was determined by GEOID03.
 MP0284
 MP0284.The dynamic height is computed by dividing the NAVD 88
 MP0284.geopotential number by the normal gravity value computed on the
 MP0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0284.degrees latitude (g = 980.6199 gals.).
 MP0284
 MP0284.The modeled gravity was interpolated from observed gravity values.
 MP0284
 MP0284;                    North         East    Units  Estimated Accuracy
 MP0284;SPC WYEC     -   157,960.      392,760.      MT  (+/- 180 meters Scaled)
 MP0284
 MP0284                          SUPERSEDED SURVEY CONTROL
 MP0284
 MP0284  NGVD 29 (??/??/92) 1979.616  (m)         6494.79   (f) ADJ UNCH    2 0
 MP0284
 MP0284.Superseded values are not recommended for survey control.
 MP0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0284.See file dsdata.txt to determine how the superseded data were derived.
 MP0284
 MP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF965440(NAD 83)
 MP0284_MARKER: DB = BENCH MARK DISK
 MP0284_SETTING: 80 = SET IN A BOULDER
 MP0284_SP_SET: SANDSTONE BOULDER
 MP0284_STAMPING: V 72 1934
 MP0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0284+STABILITY: SURFACE MOTION
 MP0284
 MP0284  HISTORY     - Date     Condition        Report By
 MP0284  HISTORY     - 1934     MONUMENTED       CGS
 MP0284  HISTORY     - 1956     GOOD             USGS
 MP0284  HISTORY     - 1981     GOOD             LOCSUR
 MP0284
 MP0284                          STATION DESCRIPTION
 MP0284
 MP0284'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 MP0284'1.5 MI E FROM SAVERY.
 MP0284'1.5 MILES EAST OF THE SAVERY MERCANTILE CO. BUILDING AT A T-ROAD
 MP0284'LEADING SOUTH TO A CEMETERY, THENCE 0.15 MILE SOUTHWEST TO ROAD Y, 215
 MP0284'FEET SOUTHWEST OF ROAD Y, 180 FEET SOUTHEAST OF A T-ROAD LEADING SOUTH
 MP0284'AT THE WEST SIDE OF A SMALL BRIDGE, 290 FEET NORTHEAST OF AN EAST-WEST
 MP0284'AND NORTH-SOUTH FENCE CORNER, IN THE TOP OF THE WEST END OF A 20 X 6 X
 MP0284'4-FOOT SANDSTONE BOULDER, AND ABOUT 11 FEET HIGHER THAN THE ROAD. A
 MP0284'STANDARD DISK, STAMPED V 72 1934.
 MP0284
 MP0284                          STATION RECOVERY (1981)
 MP0284
 MP0284'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 MP0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0096 ***********************************************************************
 MR0096  DESIGNATION -  V 73
 MR0096  PID         -  MR0096
 MR0096  STATE/COUNTY-  WY/UINTA
 MR0096  USGS QUAD   -  LONETREE (1980)
 MR0096
 MR0096                         *CURRENT SURVEY CONTROL
 MR0096  ___________________________________________________________________
 MR0096* NAD 83(1986)-  41 04 33.     (N)    110 09 35.     (W)     SCALED    
 MR0096* NAVD 88     -      2296.775  (meters)    7535.34   (feet)  ADJUSTED  
 MR0096  ___________________________________________________________________
 MR0096  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 MR0096  DYNAMIC HT  -        2294.561 (meters)    7528.07  (feet)  COMP
 MR0096  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 MR0096
 MR0096  VERT ORDER  -  SECOND    CLASS 0
 MR0096
 MR0096.The horizontal coordinates were scaled from a topographic map and have
 MR0096.an estimated accuracy of +/- 6 seconds.
 MR0096
 MR0096.The orthometric height was determined by differential leveling
 MR0096.and adjusted by the National Geodetic Survey in June 1991..
 MR0096
 MR0096.The geoid height was determined by GEOID03.
 MR0096
 MR0096.The dynamic height is computed by dividing the NAVD 88
 MR0096.geopotential number by the normal gravity value computed on the
 MR0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0096.degrees latitude (g = 980.6199 gals.).
 MR0096
 MR0096.The modeled gravity was interpolated from observed gravity values.
 MR0096
 MR0096;                    North         East    Units  Estimated Accuracy
 MR0096;SPC WY W     -   163,950.      793,580.      MT  (+/- 180 meters Scaled)
 MR0096
 MR0096                          SUPERSEDED SURVEY CONTROL
 MR0096
 MR0096  NGVD 29 (??/??/92) 2295.352  (m)         7530.67   (f) ADJ UNCH    2 0
 MR0096
 MR0096.Superseded values are not recommended for survey control.
 MR0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0096.See file dsdata.txt to determine how the superseded data were derived.
 MR0096
 MR0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL705475(NAD 83)
 MR0096_MARKER: DB = BENCH MARK DISK
 MR0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0096_STAMPING: V 73 1934
 MR0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0096+STABILITY: SURFACE MOTION
 MR0096
 MR0096  HISTORY     - Date     Condition        Report By
 MR0096  HISTORY     - 1934     MONUMENTED       CGS
 MR0096
 MR0096                          STATION DESCRIPTION
 MR0096
 MR0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0096'2.0 MI N FROM LONETREE.
 MR0096'2.0 MILES NORTH ALONG THE ROAD LEADING TO LYMAN FROM THE NEW (1934)
 MR0096'SCHOOLHOUSE AT LONETREE, UINTA COUNTY, 425 FEET NORTHWEST OF THE
 MR0096'CROSSING OF A LINE OF POLES, ON THE OUTSIDE OF THE NORTH END OF A
 MR0096'CURVE, AT A BARREN AREA, AND 57 FEET EAST OF THE CENTER LINE OF THE
 MR0096'ROAD.  A STANDARD DISK, STAMPED V 73 1934 AND SET IN THE TOP OF A
 MR0096'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0153 ***********************************************************************
 MP0153  DESIGNATION -  V 74
 MP0153  PID         -  MP0153
 MP0153  STATE/COUNTY-  WY/CARBON
 MP0153  USGS QUAD   -  ENCAMPMENT (1983)
 MP0153
 MP0153                         *CURRENT SURVEY CONTROL
 MP0153  ___________________________________________________________________
 MP0153* NAD 83(1986)-  41 13 01.     (N)    106 46 43.     (W)     SCALED    
 MP0153* NAVD 88     -      2176.402  (meters)    7140.41   (feet)  ADJUSTED  
 MP0153  ___________________________________________________________________
 MP0153  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 MP0153  DYNAMIC HT  -        2174.414 (meters)    7133.89  (feet)  COMP
 MP0153  MODELED GRAV-     979,632.0   (mgal)                       NAVD 88
 MP0153
 MP0153  VERT ORDER  -  SECOND    CLASS 0
 MP0153
 MP0153.The horizontal coordinates were scaled from a topographic map and have
 MP0153.an estimated accuracy of +/- 6 seconds.
 MP0153
 MP0153.The orthometric height was determined by differential leveling
 MP0153.and adjusted by the National Geodetic Survey in June 1991..
 MP0153
 MP0153.The geoid height was determined by GEOID03.
 MP0153
 MP0153.The dynamic height is computed by dividing the NAVD 88
 MP0153.geopotential number by the normal gravity value computed on the
 MP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0153.degrees latitude (g = 980.6199 gals.).
 MP0153
 MP0153.The modeled gravity was interpolated from observed gravity values.
 MP0153
 MP0153;                    North         East    Units  Estimated Accuracy
 MP0153;SPC WYEC     -   179,760.      446,520.      MT  (+/- 180 meters Scaled)
 MP0153
 MP0153                          SUPERSEDED SURVEY CONTROL
 MP0153
 MP0153  NGVD 29 (??/??/92) 2175.188  (m)         7136.43   (f) ADJ UNCH    2 0
 MP0153
 MP0153.Superseded values are not recommended for survey control.
 MP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0153.See file dsdata.txt to determine how the superseded data were derived.
 MP0153
 MP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF509643(NAD 83)
 MP0153_MARKER: DB = BENCH MARK DISK
 MP0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0153_STAMPING: V 74 1934
 MP0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0153+STABILITY: SURFACE MOTION
 MP0153
 MP0153  HISTORY     - Date     Condition        Report By
 MP0153  HISTORY     - 1934     MONUMENTED       CGS
 MP0153
 MP0153                          STATION DESCRIPTION
 MP0153
 MP0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0153'1.0 MI E FROM ENCAMPMENT.
 MP0153'1.0 MILE EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, AT RIVERSIDE, 60
 MP0153'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 70, 118
 MP0153'FEET SOUTH OF THE SOUTH CORNER OF THE KELS NICKHOLS GARAGE, 45 FEET
 MP0153'WEST OF THE WEST CORNER OF THE MORGAN JOHNSTON RESIDENCE, AND 1 FOOT
 MP0153'EAST OF A FENCE.  A STANDARD DISK, STAMPED V 74 1934 AND SET IN THE
 MP0153'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0137 ***********************************************************************
 MP0137  DESIGNATION -  V 75
 MP0137  PID         -  MP0137
 MP0137  STATE/COUNTY-  WY/CARBON
 MP0137  USGS QUAD   -  SARATOGA (1961)
 MP0137
 MP0137                         *CURRENT SURVEY CONTROL
 MP0137  ___________________________________________________________________
 MP0137* NAD 83(1986)-  41 27 27.     (N)    106 48 06.     (W)     SCALED    
 MP0137* NAVD 88     -      2068.488  (meters)    6786.36   (feet)  ADJUSTED  
 MP0137  ___________________________________________________________________
 MP0137  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 MP0137  DYNAMIC HT  -        2066.681 (meters)    6780.44  (feet)  COMP
 MP0137  MODELED GRAV-     979,675.4   (mgal)                       NAVD 88
 MP0137
 MP0137  VERT ORDER  -  SECOND    CLASS 0
 MP0137
 MP0137.The horizontal coordinates were scaled from a topographic map and have
 MP0137.an estimated accuracy of +/- 6 seconds.
 MP0137
 MP0137.The orthometric height was determined by differential leveling
 MP0137.and adjusted by the National Geodetic Survey in June 1991..
 MP0137
 MP0137.The geoid height was determined by GEOID03.
 MP0137
 MP0137.The dynamic height is computed by dividing the NAVD 88
 MP0137.geopotential number by the normal gravity value computed on the
 MP0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0137.degrees latitude (g = 980.6199 gals.).
 MP0137
 MP0137.The modeled gravity was interpolated from observed gravity values.
 MP0137
 MP0137;                    North         East    Units  Estimated Accuracy
 MP0137;SPC WYEC     -   206,460.      444,420.      MT  (+/- 180 meters Scaled)
 MP0137
 MP0137                          SUPERSEDED SURVEY CONTROL
 MP0137
 MP0137  NGVD 29 (??/??/92) 2067.332  (m)         6782.57   (f) ADJ UNCH    2 0
 MP0137
 MP0137.Superseded values are not recommended for survey control.
 MP0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0137.See file dsdata.txt to determine how the superseded data were derived.
 MP0137
 MP0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF495911(NAD 83)
 MP0137_MARKER: DB = BENCH MARK DISK
 MP0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0137_STAMPING: V 75 1934
 MP0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0137+STABILITY: SURFACE MOTION
 MP0137
 MP0137  HISTORY     - Date     Condition        Report By
 MP0137  HISTORY     - 1934     MONUMENTED       CGS
 MP0137  HISTORY     - 1959     GOOD             USGS
 MP0137
 MP0137                          STATION DESCRIPTION
 MP0137
 MP0137'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0137'IN SARATOGA.
 MP0137'AT SARATOGA, ON THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD, 630 FEET
 MP0137'NORTH OF THE STATION, 90 FEET NORTHEAST OF THE POINT WHERE A ROAD
 MP0137'CROSSES THE MAIN TRACK, 69 FEET EAST OF THE CENTERLINE OF THE MAIN
 MP0137'TRACK, 10 FEET SOUTH OF THE FIFTH POLE NORTH OF THE STATION, AND IN
 MP0137'LINE WITH A ROW OF POWER POLES.  A STANDARD DISK, STAMPED V 75 1934
 MP0137'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK IS 90 FEET
 MP0137'NORTHWEST FROM THE POINT WHERE A ROAD CROSSES THE MAIN TRACK, AND 77
 MP0137'FEET WEST OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0122 ***********************************************************************
 OX0122  DESIGNATION -  V 77
 OX0122  PID         -  OX0122
 OX0122  STATE/COUNTY-  WY/LINCOLN
 OX0122  USGS QUAD   -  PINE CREEK (1996)
 OX0122
 OX0122                         *CURRENT SURVEY CONTROL
 OX0122  ___________________________________________________________________
 OX0122* NAD 83(1986)-  43 12 46.     (N)    110 48 29.     (W)     SCALED    
 OX0122* NAVD 88     -      1772.915  (meters)    5816.64   (feet)  ADJUSTED  
 OX0122  ___________________________________________________________________
 OX0122  GEOID HEIGHT-         -10.31  (meters)                     GEOID03
 OX0122  DYNAMIC HT  -        1771.697 (meters)    5812.64  (feet)  COMP
 OX0122  MODELED GRAV-     979,871.4   (mgal)                       NAVD 88
 OX0122
 OX0122  VERT ORDER  -  SECOND    CLASS 0
 OX0122
 OX0122.The horizontal coordinates were scaled from a topographic map and have
 OX0122.an estimated accuracy of +/- 6 seconds.
 OX0122
 OX0122.The orthometric height was determined by differential leveling
 OX0122.and adjusted by the National Geodetic Survey in June 1991..
 OX0122
 OX0122.The geoid height was determined by GEOID03.
 OX0122
 OX0122.The dynamic height is computed by dividing the NAVD 88
 OX0122.geopotential number by the normal gravity value computed on the
 OX0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0122.degrees latitude (g = 980.6199 gals.).
 OX0122
 OX0122.The modeled gravity was interpolated from observed gravity values.
 OX0122
 OX0122;                    North         East    Units  Estimated Accuracy
 OX0122;SPC WY W     -   401,550.      741,110.      MT  (+/- 180 meters Scaled)
 OX0122
 OX0122                          SUPERSEDED SURVEY CONTROL
 OX0122
 OX0122  NGVD 29 (??/??/92) 1771.631  (m)         5812.43   (f) ADJ UNCH    2 0
 OX0122
 OX0122.Superseded values are not recommended for survey control.
 OX0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0122.See file dsdata.txt to determine how the superseded data were derived.
 OX0122
 OX0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN155844(NAD 83)
 OX0122_MARKER: DB = BENCH MARK DISK
 OX0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0122_STAMPING: V 77 1948
 OX0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0122+STABILITY: SURFACE MOTION
 OX0122
 OX0122  HISTORY     - Date     Condition        Report By
 OX0122  HISTORY     - 1948     MONUMENTED       CGS
 OX0122  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0122
 OX0122                          STATION DESCRIPTION
 OX0122
 OX0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 OX0122'11.3 MI SW FROM MOUTH OF HOBACK RIVER.
 OX0122'11.3 MILES SOUTHWEST ALONG THE GRAND CANYON ROAD FROM THE MOUTH OF THE
 OX0122'HOBACK RIVER, AT THE MAIN ENTRANCE TO THE EAST TABLE CREEK FOREST
 OX0122'CAMP, 24.0 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAND CANYON ROAD,
 OX0122'24.0 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVEWAY TO THE CAMP
 OX0122'GROUND, 1.2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 OX0122'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 OX0122
 OX0122                          STATION RECOVERY (1963)
 OX0122
 OX0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0660 ***********************************************************************
 MO0660  DESIGNATION -  V 78
 MO0660  PID         -  MO0660
 MO0660  STATE/COUNTY-  WY/ALBANY
 MO0660  USGS QUAD   -  JOHNSON RANCH (1978)
 MO0660
 MO0660                         *CURRENT SURVEY CONTROL
 MO0660  ___________________________________________________________________
 MO0660* NAD 83(1986)-  41 05 56.     (N)    105 41 33.     (W)     SCALED    
 MO0660* NAVD 88     -      2271.810  (meters)    7453.43   (feet)  ADJUSTED  
 MO0660  ___________________________________________________________________
 MO0660  GEOID HEIGHT-         -11.34  (meters)                     GEOID03
 MO0660  DYNAMIC HT  -        2269.768 (meters)    7446.73  (feet)  COMP
 MO0660  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 MO0660
 MO0660  VERT ORDER  -  SECOND    CLASS 0
 MO0660
 MO0660.The horizontal coordinates were scaled from a topographic map and have
 MO0660.an estimated accuracy of +/- 6 seconds.
 MO0660
 MO0660.The orthometric height was determined by differential leveling
 MO0660.and adjusted by the National Geodetic Survey in June 1991..
 MO0660
 MO0660.The geoid height was determined by GEOID03.
 MO0660
 MO0660.The dynamic height is computed by dividing the NAVD 88
 MO0660.geopotential number by the normal gravity value computed on the
 MO0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0660.degrees latitude (g = 980.6199 gals.).
 MO0660
 MO0660.The modeled gravity was interpolated from observed gravity values.
 MO0660
 MO0660;                    North         East    Units  Estimated Accuracy
 MO0660;SPC WY E     -    66,640.      155,830.      MT  (+/- 180 meters Scaled)
 MO0660
 MO0660                          SUPERSEDED SURVEY CONTROL
 MO0660
 MO0660  NGVD 29 (??/??/92) 2270.697  (m)         7449.78   (f) ADJ UNCH    2 0
 MO0660
 MO0660.Superseded values are not recommended for survey control.
 MO0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0660.See file dsdata.txt to determine how the superseded data were derived.
 MO0660
 MO0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF418499(NAD 83)
 MO0660_MARKER: DB = BENCH MARK DISK
 MO0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0660_STAMPING: V 78 1951
 MO0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0660+STABILITY: SURFACE MOTION
 MO0660
 MO0660  HISTORY     - Date     Condition        Report By
 MO0660  HISTORY     - 1951     MONUMENTED       CGS
 MO0660
 MO0660                          STATION DESCRIPTION
 MO0660
 MO0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0660'11 MI W FROM TIE SIDING.
 MO0660'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0660'TIE SIDING, THENCE 10.0 MILES WEST ALONG A WINDING GRAVELED ROAD,
 MO0660'0.2 MILE SOUTHWEST OF A FENCE CORNER, 65 FEET NORTHWEST OF THE
 MO0660'CENTER LINE OF THE ROAD, 2 FEET EAST OF A WITNESS POST, SET IN
 MO0660'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 MO0660'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0091 ***********************************************************************
 MP0091  DESIGNATION -  V 79
 MP0091  PID         -  MP0091
 MP0091  STATE/COUNTY-  WY/ALBANY
 MP0091  USGS QUAD   -  FOXPARK (1992)
 MP0091
 MP0091                         *CURRENT SURVEY CONTROL
 MP0091  ___________________________________________________________________
 MP0091* NAD 83(1986)-  41 04 24.     (N)    106 08 04.     (W)     SCALED    
 MP0091* NAVD 88     -      2755.244  (meters)    9039.50   (feet)  ADJUSTED  
 MP0091  ___________________________________________________________________
 MP0091  GEOID HEIGHT-         -10.74  (meters)                     GEOID03
 MP0091  DYNAMIC HT  -        2752.527 (meters)    9030.58  (feet)  COMP
 MP0091  MODELED GRAV-     979,536.1   (mgal)                       NAVD 88
 MP0091
 MP0091  VERT ORDER  -  FIRST     CLASS II
 MP0091
 MP0091.The horizontal coordinates were scaled from a topographic map and have
 MP0091.an estimated accuracy of +/- 6 seconds.
 MP0091
 MP0091.The orthometric height was determined by differential leveling
 MP0091.and adjusted by the National Geodetic Survey in June 1991..
 MP0091
 MP0091.The geoid height was determined by GEOID03.
 MP0091
 MP0091.The dynamic height is computed by dividing the NAVD 88
 MP0091.geopotential number by the normal gravity value computed on the
 MP0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0091.degrees latitude (g = 980.6199 gals.).
 MP0091
 MP0091.The modeled gravity was interpolated from observed gravity values.
 MP0091
 MP0091;                    North         East    Units  Estimated Accuracy
 MP0091;SPC WY E     -    64,120.      118,670.      MT  (+/- 180 meters Scaled)
 MP0091
 MP0091                          SUPERSEDED SURVEY CONTROL
 MP0091
 MP0091  NGVD 29 (??/??/92) 2753.953  (m)         9035.26   (f) ADJ UNCH    1 2
 MP0091
 MP0091.Superseded values are not recommended for survey control.
 MP0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0091.See file dsdata.txt to determine how the superseded data were derived.
 MP0091
 MP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF046475(NAD 83)
 MP0091_MARKER: DB = BENCH MARK DISK
 MP0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0091_STAMPING: V 79 1951
 MP0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0091+STABILITY: SURFACE MOTION
 MP0091
 MP0091  HISTORY     - Date     Condition        Report By
 MP0091  HISTORY     - 1951     MONUMENTED       CGS
 MP0091  HISTORY     - 1956     GOOD             NGS
 MP0091
 MP0091                          STATION DESCRIPTION
 MP0091
 MP0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0091'1.1 MI SE FROM FOXPARK.
 MP0091'1.1 MILES SOUTHEAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0091'RAILROAD FROM THE STATION AT FOXPARK, 26 FEET SOUTH OF THE SOUTH RAIL,
 MP0091'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0091'PROJECTS 0.8 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION
 MP0091'27, TOWNSHIP 13 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0020 ***********************************************************************
 PW0020  DESIGNATION -  V 8
 PW0020  PID         -  PW0020
 PW0020  STATE/COUNTY-  WY/SHERIDAN
 PW0020  USGS QUAD   -  ARVADA (1971)
 PW0020
 PW0020                         *CURRENT SURVEY CONTROL
 PW0020  ___________________________________________________________________
 PW0020* NAD 83(1986)-  44 43 15.     (N)    106 11 30.     (W)     SCALED    
 PW0020* NAVD 88     -      1180.062  (meters)    3871.59   (feet)  ADJUSTED  
 PW0020  ___________________________________________________________________
 PW0020  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 PW0020  DYNAMIC HT  -        1179.623 (meters)    3870.15  (feet)  COMP
 PW0020  MODELED GRAV-     980,205.3   (mgal)                       NAVD 88
 PW0020
 PW0020  VERT ORDER  -  FIRST     CLASS II
 PW0020
 PW0020.The horizontal coordinates were scaled from a topographic map and have
 PW0020.an estimated accuracy of +/- 6 seconds.
 PW0020
 PW0020.The orthometric height was determined by differential leveling
 PW0020.and adjusted by the National Geodetic Survey in June 1991..
 PW0020
 PW0020.The geoid height was determined by GEOID03.
 PW0020
 PW0020.The dynamic height is computed by dividing the NAVD 88
 PW0020.geopotential number by the normal gravity value computed on the
 PW0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0020.degrees latitude (g = 980.6199 gals.).
 PW0020
 PW0020.The modeled gravity was interpolated from observed gravity values.
 PW0020
 PW0020;                    North         East    Units  Estimated Accuracy
 PW0020;SPC WYEC     -   569,480.      490,450.      MT  (+/- 180 meters Scaled)
 PW0020
 PW0020                          SUPERSEDED SURVEY CONTROL
 PW0020
 PW0020  NGVD 29 (??/??/92) 1179.367  (m)         3869.31   (f) ADJ UNCH    1 2
 PW0020
 PW0020.Superseded values are not recommended for survey control.
 PW0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0020.See file dsdata.txt to determine how the superseded data were derived.
 PW0020
 PW0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK056526(NAD 83)
 PW0020_MARKER: P = PIPE CAP
 PW0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PW0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PW0020_STAMPING: V 8 1908 ELEV. 3869.307 FT.
 PW0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0020
 PW0020  HISTORY     - Date     Condition        Report By
 PW0020  HISTORY     - 1908     MONUMENTED       CGS
 PW0020  HISTORY     - 1957     GOOD             NGS
 PW0020
 PW0020                          STATION DESCRIPTION
 PW0020
 PW0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0020'7.05 MI NW FROM ARVADA.
 PW0020'7.05 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0020'FROM THE STATION AT ARVADA, AT THE ROAD CROSSING AT KENDRICK SIDING, 2
 PW0020'POLES WEST OF MILEPOST 648, 112 1/2 FEET NORTH OF THE NORTH RAIL, 116
 PW0020'1/2 FEET NORTH-NORTHWEST OF THE CENTER OF THE CROSSING, 39 FEET WEST
 PW0020'OF THE CENTER LINE OF THE ROAD, 80 1/2 FEET NORTHEAST OF THE NORTHEAST
 PW0020'CORNER OF A TELEPHONE BOOTH, 7 FEET WEST OF A FENCE CORNER, 2 FEET
 PW0020'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 PW0020'ROAD, A CAP ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0545 ***********************************************************************
 MO0545  DESIGNATION -  V 80
 MO0545  PID         -  MO0545
 MO0545  STATE/COUNTY-  WY/LARAMIE
 MO0545  USGS QUAD   -  GRANITE (1978)
 MO0545
 MO0545                         *CURRENT SURVEY CONTROL
 MO0545  ___________________________________________________________________
 MO0545* NAD 83(1986)-  41 03 45.     (N)    105 11 02.     (W)     SCALED    
 MO0545* NAVD 88     -      2224.601  (meters)    7298.55   (feet)  ADJUSTED  
 MO0545  ___________________________________________________________________
 MO0545  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 MO0545  DYNAMIC HT  -        2222.593 (meters)    7291.96  (feet)  COMP
 MO0545  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 MO0545
 MO0545  VERT ORDER  -  SECOND    CLASS 0
 MO0545
 MO0545.The horizontal coordinates were scaled from a topographic map and have
 MO0545.an estimated accuracy of +/- 6 seconds.
 MO0545
 MO0545.The orthometric height was determined by differential leveling
 MO0545.and adjusted by the National Geodetic Survey in June 1991..
 MO0545
 MO0545.The geoid height was determined by GEOID03.
 MO0545
 MO0545.The dynamic height is computed by dividing the NAVD 88
 MO0545.geopotential number by the normal gravity value computed on the
 MO0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0545.degrees latitude (g = 980.6199 gals.).
 MO0545
 MO0545.The modeled gravity was interpolated from observed gravity values.
 MO0545
 MO0545;                    North         East    Units  Estimated Accuracy
 MO0545;SPC WY E     -    62,460.      198,550.      MT  (+/- 180 meters Scaled)
 MO0545
 MO0545                          SUPERSEDED SURVEY CONTROL
 MO0545
 MO0545  NGVD 29 (??/??/92) 2223.504  (m)         7294.95   (f) ADJ UNCH    2 0
 MO0545
 MO0545.Superseded values are not recommended for survey control.
 MO0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0545.See file dsdata.txt to determine how the superseded data were derived.
 MO0545
 MO0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF845457(NAD 83)
 MO0545_MARKER: DB = BENCH MARK DISK
 MO0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0545_STAMPING: V 80 1952
 MO0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0545+STABILITY: SURFACE MOTION
 MO0545
 MO0545  HISTORY     - Date     Condition        Report By
 MO0545  HISTORY     - 1952     MONUMENTED       CGS
 MO0545  HISTORY     - 1959     GOOD             NGS
 MO0545
 MO0545                          STATION DESCRIPTION
 MO0545
 MO0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0545'3.6 MI S FROM GRANITE CANON.
 MO0545'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0545'AT GRANITE CANON, THENCE 2.9 MILES SOUTH ALONG A WINDING GRAVELED
 MO0545'ROAD, 0.1 MILE WEST OF AND AT THE FOOT OF A ROCKY BLUFF, 50 FEET
 MO0545'EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 3.5 FEET EAST OF A
 MO0545'FENCE, 89 FEET SOUTH OF THE SOUTH END OF A GATE, 2.2 FEET SOUTH
 MO0545'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0545'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 MO0545
 MO0545                          STATION RECOVERY (1959)
 MO0545
 MO0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MO0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0108 ***********************************************************************
 PX0108  DESIGNATION -  V 83
 PX0108  PID         -  PX0108
 PX0108  STATE/COUNTY-  WY/PARK
 PX0108  USGS QUAD   -  OREGON BASIN (1985)
 PX0108
 PX0108                         *CURRENT SURVEY CONTROL
 PX0108  ___________________________________________________________________
 PX0108* NAD 83(1986)-  44 22 44.     (N)    108 58 43.     (W)     SCALED    
 PX0108* NAVD 88     -      1682.737  (meters)    5520.78   (feet)  ADJUSTED  
 PX0108  ___________________________________________________________________
 PX0108  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 PX0108  DYNAMIC HT  -        1681.830 (meters)    5517.80  (feet)  COMP
 PX0108  MODELED GRAV-     980,019.8   (mgal)                       NAVD 88
 PX0108
 PX0108  VERT ORDER  -  SECOND    CLASS 0
 PX0108
 PX0108.The horizontal coordinates were scaled from a topographic map and have
 PX0108.an estimated accuracy of +/- 6 seconds.
 PX0108
 PX0108.The orthometric height was determined by differential leveling
 PX0108.and adjusted by the National Geodetic Survey in June 1991..
 PX0108
 PX0108.The geoid height was determined by GEOID03.
 PX0108
 PX0108.The dynamic height is computed by dividing the NAVD 88
 PX0108.geopotential number by the normal gravity value computed on the
 PX0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0108.degrees latitude (g = 980.6199 gals.).
 PX0108
 PX0108.The modeled gravity was interpolated from observed gravity values.
 PX0108
 PX0108;                    North         East    Units  Estimated Accuracy
 PX0108;SPC WYWC     -   430,870.      581,780.      MT  (+/- 180 meters Scaled)
 PX0108
 PX0108                          SUPERSEDED SURVEY CONTROL
 PX0108
 PX0108  NGVD 29 (??/??/92) 1681.632  (m)         5517.15   (f) ADJ UNCH    2 0
 PX0108
 PX0108.Superseded values are not recommended for survey control.
 PX0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0108.See file dsdata.txt to determine how the superseded data were derived.
 PX0108
 PX0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ610159(NAD 83)
 PX0108_MARKER: DB = BENCH MARK DISK
 PX0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0108_STAMPING: V 83 1934
 PX0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0108+STABILITY: SURFACE MOTION
 PX0108
 PX0108  HISTORY     - Date     Condition        Report By
 PX0108  HISTORY     - 1934     MONUMENTED       CGS
 PX0108  HISTORY     - 1941     GOOD             NGS
 PX0108  HISTORY     - 1979     MARK NOT FOUND   USGS
 PX0108
 PX0108                          STATION DESCRIPTION
 PX0108
 PX0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0108'2.4 MI SE FROM CODY.
 PX0108'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0108'AT CODY, PARK COUNTY, THENCE ABOUT 8.1 MILES SOUTH ALONG STATE HIGHWAY
 PX0108'20.  ABOUT 0.6 MILE SOUTHEAST OF THE ENTRANCE TO HOODOO RANCH, ABOUT
 PX0108'0.3 MILE SOUTHEAST OF THE BRIDGE OVER SAGE CREEK, 40 FEET SOUTHWEST OF
 PX0108'THE CENTER LINE OF THE HIGHWAY, 32 FEET NORTHEAST OF THE CENTER LINE
 PX0108'OF THE OLD HIGHWAY, 92 FEET NORTHEAST OF A SOUTHEAST-AND-NORTHWEST
 PX0108'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A STANDARD DISK,
 PX0108'STAMPED V 83 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PX0108
 PX0108                          STATION RECOVERY (1941)
 PX0108
 PX0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 PX0108'RECOVERED IN GOOD CONDITION.
 PX0108
 PX0108                          STATION RECOVERY (1979)
 PX0108
 PX0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PX0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0031 ***********************************************************************
 PX0031  DESIGNATION -  V 85
 PX0031  PID         -  PX0031
 PX0031  STATE/COUNTY-  WY/BIG HORN
 PX0031  USGS QUAD   -  EMBLEM SE (1966)
 PX0031
 PX0031                         *CURRENT SURVEY CONTROL
 PX0031  ___________________________________________________________________
 PX0031* NAD 83(1986)-  44 30 21.     (N)    108 17 40.     (W)     SCALED    
 PX0031* NAVD 88     -      1300.492  (meters)    4266.70   (feet)  ADJUSTED  
 PX0031  ___________________________________________________________________
 PX0031  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 PX0031  DYNAMIC HT  -        1299.917 (meters)    4264.81  (feet)  COMP
 PX0031  MODELED GRAV-     980,131.4   (mgal)                       NAVD 88
 PX0031
 PX0031  VERT ORDER  -  SECOND    CLASS 0
 PX0031
 PX0031.The horizontal coordinates were scaled from a topographic map and have
 PX0031.an estimated accuracy of +/- 6 seconds.
 PX0031
 PX0031.The orthometric height was determined by differential leveling
 PX0031.and adjusted by the National Geodetic Survey in June 1991..
 PX0031
 PX0031.The geoid height was determined by GEOID03.
 PX0031
 PX0031.The dynamic height is computed by dividing the NAVD 88
 PX0031.geopotential number by the normal gravity value computed on the
 PX0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0031.degrees latitude (g = 980.6199 gals.).
 PX0031
 PX0031.The modeled gravity was interpolated from observed gravity values.
 PX0031
 PX0031;                    North         East    Units  Estimated Accuracy
 PX0031;SPC WYEC     -   545,400.      323,580.      MT  (+/- 180 meters Scaled)
 PX0031
 PX0031                          SUPERSEDED SURVEY CONTROL
 PX0031
 PX0031  NGVD 29 (??/??/92) 1299.607  (m)         4263.79   (f) ADJ UNCH    2 0
 PX0031
 PX0031.Superseded values are not recommended for survey control.
 PX0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0031.See file dsdata.txt to determine how the superseded data were derived.
 PX0031
 PX0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ150316(NAD 83)
 PX0031_MARKER: DB = BENCH MARK DISK
 PX0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0031_STAMPING: V 85 1934
 PX0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0031+STABILITY: SURFACE MOTION
 PX0031
 PX0031  HISTORY     - Date     Condition        Report By
 PX0031  HISTORY     - 1934     MONUMENTED       CGS
 PX0031
 PX0031                          STATION DESCRIPTION
 PX0031
 PX0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0031'40.2 MI E FROM CODY.
 PX0031'IN BIG HORN COUNTY, ABOUT 40.2 MILES EAST ALONG U.S. HIGHWAY 20 FROM
 PX0031'THE POST OFFICE AT CODY, PARK COUNTY, ABOUT 12.9 MILES WEST OF
 PX0031'GREYBULL, BIG HORN COUNTY, ABOUT 0.2 MILE EAST OF A FARMHOUSE, ABOUT
 PX0031'0.15 MILE WEST OF A FARMHOUSE, 75.5 FEET NORTH OF AN EAST-AND-WEST ROW
 PX0031'OF POLES, 42.1 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 0.5
 PX0031'FOOT SOUTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED V 85
 PX0031'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0056 ***********************************************************************
 PW0056  DESIGNATION -  V 86
 PW0056  PID         -  PW0056
 PW0056  STATE/COUNTY-  WY/SHERIDAN
 PW0056  USGS QUAD   -  ARVADA NE (1971)
 PW0056
 PW0056                         *CURRENT SURVEY CONTROL
 PW0056  ___________________________________________________________________
 PW0056* NAD 83(1986)-  44 43 43.     (N)    106 07 23.     (W)     SCALED    
 PW0056* NAVD 88     -      1109.768  (meters)    3640.96   (feet)  ADJUSTED  
 PW0056  ___________________________________________________________________
 PW0056  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 PW0056  DYNAMIC HT  -        1109.383 (meters)    3639.70  (feet)  COMP
 PW0056  MODELED GRAV-     980,232.2   (mgal)                       NAVD 88
 PW0056
 PW0056  VERT ORDER  -  SECOND    CLASS 0
 PW0056
 PW0056.The horizontal coordinates were scaled from a topographic map and have
 PW0056.an estimated accuracy of +/- 6 seconds.
 PW0056
 PW0056.The orthometric height was determined by differential leveling
 PW0056.and adjusted by the National Geodetic Survey in June 1991..
 PW0056
 PW0056.The geoid height was determined by GEOID03.
 PW0056
 PW0056.The dynamic height is computed by dividing the NAVD 88
 PW0056.geopotential number by the normal gravity value computed on the
 PW0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0056.degrees latitude (g = 980.6199 gals.).
 PW0056
 PW0056.The modeled gravity was interpolated from observed gravity values.
 PW0056
 PW0056;                    North         East    Units  Estimated Accuracy
 PW0056;SPC WYEC     -   570,420.      495,870.      MT  (+/- 180 meters Scaled)
 PW0056
 PW0056                          SUPERSEDED SURVEY CONTROL
 PW0056
 PW0056  NGVD 29 (??/??/92) 1109.107  (m)         3638.80   (f) ADJ UNCH    2 0
 PW0056
 PW0056.Superseded values are not recommended for survey control.
 PW0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0056.See file dsdata.txt to determine how the superseded data were derived.
 PW0056
 PW0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK110534(NAD 83)
 PW0056_MARKER: DB = BENCH MARK DISK
 PW0056_SETTING: 66 = SET IN ROCK OUTCROP
 PW0056_SP_SET: LIMESTONE ROCK
 PW0056_STAMPING: V 86 1934
 PW0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0056+STABILITY: POSITION/ELEVATION WELL
 PW0056
 PW0056  HISTORY     - Date     Condition        Report By
 PW0056  HISTORY     - 1934     MONUMENTED       CGS
 PW0056  HISTORY     - 1946     GOOD             NGS
 PW0056
 PW0056                          STATION DESCRIPTION
 PW0056
 PW0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0056'5.5 MI NE FROM ARVADA.
 PW0056'5.5 MILES NORTHEAST ALONG THE ROAD LEADING TO MOORHEAD, MONTANA, FROM
 PW0056'THE POST OFFICE AT ARVADA, SHERIDAN COUNTY, 0.7 MILE WEST OF POWDER
 PW0056'RIVER, 0.6 MILE SOUTH OF A WHITE SCHOOLHOUSE, 345.7 FEET NORTHWEST OF
 PW0056'THE NORTHWEST CORNER OF A WHITE RANCH HOUSE, 170 FEET WEST OF THE
 PW0056'CENTERLINE OF THE ROAD, IN THE TOP OF A LARGE LIMESTONE ROCK, AND 20
 PW0056'FEET HIGHER THAN THE ROAD.  A STANDARD DISK STAMPED V 86 1934.
 PW0056
 PW0056                          STATION RECOVERY (1946)
 PW0056
 PW0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PW0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0029 ***********************************************************************
 MO0029  DESIGNATION -  V 88
 MO0029  PID         -  MO0029
 MO0029  STATE/COUNTY-  WY/GOSHEN
 MO0029  USGS QUAD   -  LA GRANGE (1990)
 MO0029
 MO0029                         *CURRENT SURVEY CONTROL
 MO0029  ___________________________________________________________________
 MO0029* NAD 83(1986)-  41 38 37.     (N)    104 14 28.     (W)     SCALED    
 MO0029* NAVD 88     -      1405.388  (meters)    4610.84   (feet)  ADJUSTED  
 MO0029  ___________________________________________________________________
 MO0029  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 MO0029  DYNAMIC HT  -        1404.383 (meters)    4607.55  (feet)  COMP
 MO0029  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 MO0029
 MO0029  VERT ORDER  -  SECOND    CLASS 0
 MO0029
 MO0029.The horizontal coordinates were scaled from a topographic map and have
 MO0029.an estimated accuracy of +/- 6 seconds.
 MO0029
 MO0029.The orthometric height was determined by differential leveling
 MO0029.and adjusted by the National Geodetic Survey in June 1991..
 MO0029
 MO0029.The geoid height was determined by GEOID03.
 MO0029
 MO0029.The dynamic height is computed by dividing the NAVD 88
 MO0029.geopotential number by the normal gravity value computed on the
 MO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0029.degrees latitude (g = 980.6199 gals.).
 MO0029
 MO0029.The modeled gravity was interpolated from observed gravity values.
 MO0029
 MO0029;                    North         East    Units  Estimated Accuracy
 MO0029;SPC WY E     -   127,410.      277,110.      MT  (+/- 180 meters Scaled)
 MO0029
 MO0029                          SUPERSEDED SURVEY CONTROL
 MO0029
 MO0029  NGVD 29 (??/??/92) 1404.576  (m)         4608.18   (f) ADJ UNCH    2 0
 MO0029
 MO0029.Superseded values are not recommended for survey control.
 MO0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0029.See file dsdata.txt to determine how the superseded data were derived.
 MO0029
 MO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG631104(NAD 83)
 MO0029_MARKER: DB = BENCH MARK DISK
 MO0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0029_STAMPING: V 88 1934
 MO0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0029+STABILITY: SURFACE MOTION
 MO0029
 MO0029  HISTORY     - Date     Condition        Report By
 MO0029  HISTORY     - 1934     MONUMENTED       CGS
 MO0029  HISTORY     - 1958     POOR             USGS
 MO0029
 MO0029                          STATION DESCRIPTION
 MO0029
 MO0029'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MO0029'4 MI W FROM LAGRANGE.
 MO0029'4.0 MILES WEST ALONG THE OILED COUNTY ROAD LEADING TO U.S.
 MO0029'HIGHWAY 85 FROM THE POST OFFICE AT LAGRANGE, 216 FEET SOUTHWEST
 MO0029'OF THE CENTER OF THE JUNCTION WITH U.S. HIGHWAY 85, 108.7 FEET
 MO0029'SOUTH OF THE SOUTHEAST CORNER OF A SMALL GENERAL STORE, 67.8
 MO0029'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 85, 10 FEET SOUTHEAST
 MO0029'OF THE SOUTHEAST CORNER OF AN OLD GREASE PIT NEAR A SERVICE
 MO0029'STATION, 4.7 FEET NORTHEAST OF A CORNER FENCE POST, AND 3.0 FEET
 MO0029'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED V 88 1934
 MO0029'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- GOOD FOR STADIA
 MO0029'ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0141 ***********************************************************************
 PY0141  DESIGNATION -  V 9
 PY0141  PID         -  PY0141
 PY0141  STATE/COUNTY-  WY/PARK
 PY0141  USGS QUAD   -  CRYSTAL FALLS (1986)
 PY0141
 PY0141                         *CURRENT SURVEY CONTROL
 PY0141  ___________________________________________________________________
 PY0141* NAD 83(1986)-  44 42 29.     (N)    110 34 09.     (W)     SCALED    
 PY0141* NAVD 88     -      2495.545  (meters)    8187.47   (feet)  ADJUSTED  
 PY0141  ___________________________________________________________________
 PY0141  GEOID HEIGHT-          -8.54  (meters)                     GEOID03
 PY0141  DYNAMIC HT  -        2493.932 (meters)    8182.18  (feet)  COMP
 PY0141  MODELED GRAV-     979,880.0   (mgal)                       NAVD 88
 PY0141
 PY0141  VERT ORDER  -  FIRST     CLASS II
 PY0141
 PY0141.The horizontal coordinates were scaled from a topographic map and have
 PY0141.an estimated accuracy of +/- 6 seconds.
 PY0141
 PY0141.The orthometric height was determined by differential leveling
 PY0141.and adjusted by the National Geodetic Survey in June 1991..
 PY0141.WARNING-Repeat measurements at this control monument indicate possible
 PY0141.vertical movement.
 PY0141
 PY0141.The geoid height was determined by GEOID03.
 PY0141
 PY0141.The dynamic height is computed by dividing the NAVD 88
 PY0141.geopotential number by the normal gravity value computed on the
 PY0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0141.degrees latitude (g = 980.6199 gals.).
 PY0141
 PY0141.The modeled gravity was interpolated from observed gravity values.
 PY0141
 PY0141;                    North         East    Units  Estimated Accuracy
 PY0141;SPC WYWC     -   469,030.      455,850.      MT  (+/- 180 meters Scaled)
 PY0141
 PY0141                          SUPERSEDED SURVEY CONTROL
 PY0141
 PY0141  NGVD 29 (08/20/92) 2494.169  (m)         8182.95   (f) ADJUSTED    1 2
 PY0141
 PY0141.Superseded values are not recommended for survey control.
 PY0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0141.See file dsdata.txt to determine how the superseded data were derived.
 PY0141
 PY0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ341506(NAD 83)
 PY0141_MARKER: DB = BENCH MARK DISK
 PY0141_SETTING: 80 = SET IN A BOULDER
 PY0141_SP_SET: BOULDER
 PY0141_STAMPING: V 9 1923 8182.523
 PY0141_MARK LOGO: CGS   
 PY0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0141+STABILITY: SURFACE MOTION
 PY0141
 PY0141  HISTORY     - Date     Condition        Report By
 PY0141  HISTORY     - 1923     MONUMENTED       CGS
 PY0141  HISTORY     - 1934     GOOD             NGS
 PY0141  HISTORY     - 1987     GOOD             NGS
 PY0141
 PY0141                          STATION DESCRIPTION
 PY0141
 PY0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0141'3.8 MI W FROM CANYON JUNCTION.
 PY0141'3.8 MILES WEST ALONG THE CANYON JUNCTION-NORRIS JUNCTION ROAD FROM
 PY0141'CANYON JUNCTION, YELLOWSTONE NATIONAL PARK, 40 FEET WEST OF A SMALL
 PY0141'RAVINE, SOUTH OF THE ROAD, AND IN A ROCK.  A STANDARD DISK, STAMPED
 PY0141'8182.523 V 9 1923.
 PY0141
 PY0141                          STATION RECOVERY (1987)
 PY0141
 PY0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0141'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE MARK
 PY0141'IS COVERED BY A SMALL CAIRN, AND IS 18.6 M (61.0 FT) SOUTHEAST OF THE
 PY0141'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0100 ***********************************************************************
 MO0100  DESIGNATION -  V 90
 MO0100  PID         -  MO0100
 MO0100  STATE/COUNTY-  WY/LARAMIE
 MO0100  USGS QUAD   -  BURNS (1991)
 MO0100
 MO0100                         *CURRENT SURVEY CONTROL
 MO0100  ___________________________________________________________________
 MO0100* NAD 83(1986)-  41 10 47.     (N)    104 17 14.     (W)     SCALED    
 MO0100* NAVD 88     -      1627.403  (meters)    5339.24   (feet)  ADJUSTED  
 MO0100  ___________________________________________________________________
 MO0100  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 MO0100  DYNAMIC HT  -        1626.082 (meters)    5334.90  (feet)  COMP
 MO0100  MODELED GRAV-     979,754.7   (mgal)                       NAVD 88
 MO0100
 MO0100  VERT ORDER  -  SECOND    CLASS 0
 MO0100
 MO0100.The horizontal coordinates were scaled from a topographic map and have
 MO0100.an estimated accuracy of +/- 6 seconds.
 MO0100
 MO0100.The orthometric height was determined by differential leveling
 MO0100.and adjusted by the National Geodetic Survey in June 1991..
 MO0100
 MO0100.The geoid height was determined by GEOID03.
 MO0100
 MO0100.The dynamic height is computed by dividing the NAVD 88
 MO0100.geopotential number by the normal gravity value computed on the
 MO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0100.degrees latitude (g = 980.6199 gals.).
 MO0100
 MO0100.The modeled gravity was interpolated from observed gravity values.
 MO0100
 MO0100;                    North         East    Units  Estimated Accuracy
 MO0100;SPC WY E     -    75,850.      273,790.      MT  (+/- 180 meters Scaled)
 MO0100
 MO0100                          SUPERSEDED SURVEY CONTROL
 MO0100
 MO0100  NGVD 29 (??/??/92) 1626.516  (m)         5336.33   (f) ADJ UNCH    2 0
 MO0100
 MO0100.Superseded values are not recommended for survey control.
 MO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0100.See file dsdata.txt to determine how the superseded data were derived.
 MO0100
 MO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF597589(NAD 83)
 MO0100_MARKER: DB = BENCH MARK DISK
 MO0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0100_STAMPING: V 90 1934
 MO0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0100+STABILITY: SURFACE MOTION
 MO0100
 MO0100  HISTORY     - Date     Condition        Report By
 MO0100  HISTORY     - 1934     MONUMENTED       CGS
 MO0100  HISTORY     - 1938     GOOD             NGS
 MO0100
 MO0100                          STATION DESCRIPTION
 MO0100
 MO0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MO0100'1.9 MI W FROM EGBERT.
 MO0100'1.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0100'AT EGBERT, LARAMIE COUNTY, 90.8 FEET NORTHEAST OF SIGNAL
 MO0100'TOWER 479+4, 49.6 FEET EAST OF POWER-TRANSMISSION LINE POLE,
 MO0100'45 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 4 FEET HIGHER
 MO0100'THAN THE TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 MO0100'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0234 ***********************************************************************
 MO0234  DESIGNATION -  V 91
 MO0234  PID         -  MO0234
 MO0234  STATE/COUNTY-  WY/LARAMIE
 MO0234  USGS QUAD   -  P O RANCH (1978)
 MO0234
 MO0234                         *CURRENT SURVEY CONTROL
 MO0234  ___________________________________________________________________
 MO0234* NAD 83(1986)-  41 19 36.     (N)    104 49 39.     (W)     SCALED    
 MO0234* NAVD 88     -      1902.613  (meters)    6242.16   (feet)  ADJUSTED  
 MO0234  ___________________________________________________________________
 MO0234  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 MO0234  DYNAMIC HT  -        1900.986 (meters)    6236.82  (feet)  COMP
 MO0234  MODELED GRAV-     979,700.3   (mgal)                       NAVD 88
 MO0234
 MO0234  VERT ORDER  -  SECOND    CLASS 0
 MO0234
 MO0234.The horizontal coordinates were scaled from a topographic map and have
 MO0234.an estimated accuracy of +/- 6 seconds.
 MO0234
 MO0234.The orthometric height was determined by differential leveling
 MO0234.and adjusted by the National Geodetic Survey in June 1991..
 MO0234
 MO0234.The geoid height was determined by GEOID03.
 MO0234
 MO0234.The dynamic height is computed by dividing the NAVD 88
 MO0234.geopotential number by the normal gravity value computed on the
 MO0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0234.degrees latitude (g = 980.6199 gals.).
 MO0234
 MO0234.The modeled gravity was interpolated from observed gravity values.
 MO0234
 MO0234;                    North         East    Units  Estimated Accuracy
 MO0234;SPC WY E     -    91,850.      228,390.      MT  (+/- 180 meters Scaled)
 MO0234
 MO0234                          SUPERSEDED SURVEY CONTROL
 MO0234
 MO0234  NGVD 29 (??/??/92) 1901.615  (m)         6238.88   (f) ADJ UNCH    2 0
 MO0234
 MO0234.Superseded values are not recommended for survey control.
 MO0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0234.See file dsdata.txt to determine how the superseded data were derived.
 MO0234
 MO0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF144750(NAD 83)
 MO0234_MARKER: DB = BENCH MARK DISK
 MO0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0234_STAMPING: V 91 1934
 MO0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0234+STABILITY: SURFACE MOTION
 MO0234
 MO0234  HISTORY     - Date     Condition        Report By
 MO0234  HISTORY     - 1934     MONUMENTED       CGS
 MO0234  HISTORY     - 1938     GOOD             NGS
 MO0234  HISTORY     - 1984     GOOD             DMA
 MO0234  HISTORY     - 1984     GOOD             DMA
 MO0234
 MO0234                          STATION DESCRIPTION
 MO0234
 MO0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 MO0234'13.2 MI N FROM CHEYENNE.
 MO0234'13.2 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0234'CHEYENNE, LARAMIE COUNTY, 5.9 MILES NORTH OF THE JUNCTION OF
 MO0234'U.S. HIGHWAY 85, 500 FEET NORTHWEST OF A GROUP OF FARM
 MO0234'BUILDINGS, 44 FEET WEST OF THE CENTERLINE OF THE MAIN HIGHWAY,
 MO0234'AND 3 FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 MO0234'V 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MO0234
 MO0234                          STATION RECOVERY (1984)
 MO0234
 MO0234'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0234'RECOVERED IN GOOD CONDITION.
 MO0234
 MO0234                          STATION RECOVERY (1984)
 MO0234
 MO0234'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0061 ***********************************************************************
 NQ0061  DESIGNATION -  V 95
 NQ0061  PID         -  NQ0061
 NQ0061  STATE/COUNTY-  WY/NIOBRARA
 NQ0061  USGS QUAD   -  REYNOLDS SPRING (1974)
 NQ0061
 NQ0061                         *CURRENT SURVEY CONTROL
 NQ0061  ___________________________________________________________________
 NQ0061* NAD 83(1986)-  42 37 59.     (N)    104 26 15.     (W)     SCALED    
 NQ0061* NAVD 88     -      1553.429  (meters)    5096.54   (feet)  ADJUSTED  
 NQ0061  ___________________________________________________________________
 NQ0061  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 NQ0061  DYNAMIC HT  -        1552.534 (meters)    5093.61  (feet)  COMP
 NQ0061  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 NQ0061
 NQ0061  VERT ORDER  -  SECOND    CLASS 0
 NQ0061
 NQ0061.The horizontal coordinates were scaled from a topographic map and have
 NQ0061.an estimated accuracy of +/- 6 seconds.
 NQ0061
 NQ0061.The orthometric height was determined by differential leveling
 NQ0061.and adjusted by the National Geodetic Survey in June 1991..
 NQ0061
 NQ0061.The geoid height was determined by GEOID03.
 NQ0061
 NQ0061.The dynamic height is computed by dividing the NAVD 88
 NQ0061.geopotential number by the normal gravity value computed on the
 NQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0061.degrees latitude (g = 980.6199 gals.).
 NQ0061
 NQ0061.The modeled gravity was interpolated from observed gravity values.
 NQ0061
 NQ0061;                    North         East    Units  Estimated Accuracy
 NQ0061;SPC WY E     -   237,150.      259,810.      MT  (+/- 180 meters Scaled)
 NQ0061
 NQ0061                          SUPERSEDED SURVEY CONTROL
 NQ0061
 NQ0061  NGVD 29 (??/??/92) 1552.721  (m)         5094.22   (f) ADJ UNCH    2 0
 NQ0061
 NQ0061.Superseded values are not recommended for survey control.
 NQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0061.See file dsdata.txt to determine how the superseded data were derived.
 NQ0061
 NQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH461202(NAD 83)
 NQ0061_MARKER: DB = BENCH MARK DISK
 NQ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0061_STAMPING: V 95 1934
 NQ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0061+STABILITY: SURFACE MOTION
 NQ0061
 NQ0061  HISTORY     - Date     Condition        Report By
 NQ0061  HISTORY     - 1934     MONUMENTED       CGS
 NQ0061  HISTORY     - 1941     GOOD             NGS
 NQ0061
 NQ0061                          STATION DESCRIPTION
 NQ0061
 NQ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0061'8.9 MI S FROM LUSK.
 NQ0061'8.9 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 NQ0061'LUSK, NIOBRARA COUNTY, OPPOSITE A ROAD JUNCTION, 52.0 FEET EAST
 NQ0061'OF THE CENTERLINE OF THE HIGHWAY, AND 2.0 FEET EAST OF THE
 NQ0061'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED V 95 1934 AND SET
 NQ0061'IN THE TOP OF A CONCRETE POST.
 NQ0061
 NQ0061                          STATION RECOVERY (1941)
 NQ0061
 NQ0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 NQ0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0003 ***********************************************************************
 MO0003  DESIGNATION -  V 96
 MO0003  PID         -  MO0003
 MO0003  STATE/COUNTY-  WY/GOSHEN
 MO0003  USGS QUAD   -  TREMAIN (1990)
 MO0003
 MO0003                         *CURRENT SURVEY CONTROL
 MO0003  ___________________________________________________________________
 MO0003* NAD 83(1986)-  41 33 07.     (N)    104 06 33.     (W)     SCALED    
 MO0003* NAVD 88     -      1472.809  (meters)    4832.04   (feet)  ADJUSTED  
 MO0003  ___________________________________________________________________
 MO0003  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 MO0003  DYNAMIC HT  -        1471.705 (meters)    4828.42  (feet)  COMP
 MO0003  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 MO0003
 MO0003  VERT ORDER  -  SECOND    CLASS 0
 MO0003
 MO0003.The horizontal coordinates were scaled from a topographic map and have
 MO0003.an estimated accuracy of +/- 6 seconds.
 MO0003
 MO0003.The orthometric height was determined by differential leveling
 MO0003.and adjusted by the National Geodetic Survey in June 1991..
 MO0003
 MO0003.The geoid height was determined by GEOID03.
 MO0003
 MO0003.The dynamic height is computed by dividing the NAVD 88
 MO0003.geopotential number by the normal gravity value computed on the
 MO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0003.degrees latitude (g = 980.6199 gals.).
 MO0003
 MO0003.The modeled gravity was interpolated from observed gravity values.
 MO0003
 MO0003;                    North         East    Units  Estimated Accuracy
 MO0003;SPC WY E     -   117,360.      288,220.      MT  (+/- 180 meters Scaled)
 MO0003
 MO0003                          SUPERSEDED SURVEY CONTROL
 MO0003
 MO0003  NGVD 29 (??/??/92) 1471.961  (m)         4829.26   (f) ADJ UNCH    2 0
 MO0003
 MO0003.Superseded values are not recommended for survey control.
 MO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0003.See file dsdata.txt to determine how the superseded data were derived.
 MO0003
 MO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG742004(NAD 83)
 MO0003_MARKER: DB = BENCH MARK DISK
 MO0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0003_STAMPING: V 96 1934
 MO0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0003+STABILITY: SURFACE MOTION
 MO0003
 MO0003  HISTORY     - Date     Condition        Report By
 MO0003  HISTORY     - 1934     MONUMENTED       CGS
 MO0003  HISTORY     - 1941     GOOD             NGS
 MO0003
 MO0003                          STATION DESCRIPTION
 MO0003
 MO0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0003'7 MI S FROM LAGRANGE.
 MO0003'7.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0003'AT LAGRANGE, AT THE SIDING AT TERMAIN, AT MILEAGE 33.5, 61 FEET
 MO0003'WEST OF THE WEST RAIL OF THE MAIN TRACK, 5.8 FEET SOUTHEAST
 MO0003'OF THE SOUTH GATEPOST, AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 MO0003'A STANDARD DISK, STAMPED V 96 1934 AND SET IN THE TOP OF A
 MO0003'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0279 ***********************************************************************
 NQ0279  DESIGNATION -  V 99
 NQ0279  PID         -  NQ0279
 NQ0279  STATE/COUNTY-  WY/PLATTE
 NQ0279  USGS QUAD   -  GLENDO (1978)
 NQ0279
 NQ0279                         *CURRENT SURVEY CONTROL
 NQ0279  ___________________________________________________________________
 NQ0279* NAD 83(1986)-  42 31 54.     (N)    105 01 43.     (W)     SCALED    
 NQ0279* NAVD 88     -      1419.418  (meters)    4656.87   (feet)  ADJUSTED  
 NQ0279  ___________________________________________________________________
 NQ0279  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 NQ0279  DYNAMIC HT  -        1418.575 (meters)    4654.11  (feet)  COMP
 NQ0279  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 NQ0279
 NQ0279  VERT ORDER  -  FIRST     CLASS II
 NQ0279
 NQ0279.The horizontal coordinates were scaled from a topographic map and have
 NQ0279.an estimated accuracy of +/- 6 seconds.
 NQ0279
 NQ0279.The orthometric height was determined by differential leveling
 NQ0279.and adjusted by the National Geodetic Survey in June 1991..
 NQ0279
 NQ0279.The geoid height was determined by GEOID03.
 NQ0279
 NQ0279.The dynamic height is computed by dividing the NAVD 88
 NQ0279.geopotential number by the normal gravity value computed on the
 NQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0279.degrees latitude (g = 980.6199 gals.).
 NQ0279
 NQ0279.The modeled gravity was interpolated from observed gravity values.
 NQ0279
 NQ0279;                    North         East    Units  Estimated Accuracy
 NQ0279;SPC WY E     -   225,640.      211,340.      MT  (+/- 180 meters Scaled)
 NQ0279
 NQ0279                          SUPERSEDED SURVEY CONTROL
 NQ0279
 NQ0279  NGVD 29 (??/??/92) 1418.640  (m)         4654.32   (f) ADJ UNCH    1 2
 NQ0279
 NQ0279.Superseded values are not recommended for survey control.
 NQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0279.See file dsdata.txt to determine how the superseded data were derived.
 NQ0279
 NQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH976088(NAD 83)
 NQ0279_MARKER: DB = BENCH MARK DISK
 NQ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0279_STAMPING: V 99 1934
 NQ0279_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0279+STABILITY: SURFACE MOTION
 NQ0279
 NQ0279  HISTORY     - Date     Condition        Report By
 NQ0279  HISTORY     - 1934     MONUMENTED       CGS
 NQ0279  HISTORY     - 1956     GOOD             NGS
 NQ0279  HISTORY     - 20000607 GOOD             USGS
 NQ0279
 NQ0279                          STATION DESCRIPTION
 NQ0279
 NQ0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0279'2.1 MI NW FROM GLENDO.
 NQ0279'2.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0279'RAILROAD FROM THE STATION AT GLENDO, 0.1 MILE SOUTHWEST OF A
 NQ0279'SMALL WHITE HOUSE, 93.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 42
 NQ0279'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 87, 1 FOOT
 NQ0279'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 NQ0279'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4
 NQ0279'OF SECTION 33, TOWNSHIP 30 NORTH, RANGE 68 WEST.
 NQ0279
 NQ0279                          STATION RECOVERY (2000)
 NQ0279
 NQ0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0279'MARK FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0372 ***********************************************************************
 OW0372  DESIGNATION -  VABM 8707
 OW0372  PID         -  OW0372
 OW0372  STATE/COUNTY-  WY/FREMONT
 OW0372  USGS QUAD   -  RAMSHORN PEAK (1991)
 OW0372
 OW0372                         *CURRENT SURVEY CONTROL
 OW0372  ___________________________________________________________________
 OW0372* NAD 83(1993)-  43 38 29.66640(N)    109 40 30.66576(W)     ADJUSTED  
 OW0372* NAVD 88     -      2657.1    (meters)    8718.     (feet)  VERTCON   
 OW0372  ___________________________________________________________________
 OW0372  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 OW0372  GEOID HEIGHT-          -7.91  (meters)                     GEOID03
 OW0372
 OW0372  HORZ ORDER  -  THIRD
 OW0372
 OW0372.The horizontal coordinates were established by classical geodetic methods
 OW0372.and adjusted by the National Geodetic Survey in January 1997..
 OW0372
 OW0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0372
 OW0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0372
 OW0372.The geoid height was determined by GEOID03.
 OW0372
 OW0372;                    North         East     Units Scale Factor Converg.
 OW0372;SPC WYWC     -   349,343.499   525,353.685   MT  1.00000601   -0 38 18.7
 OW0372;SPC WY W     -   449,008.495   832,930.413   MT  0.99995083   +0 16 54.1
 OW0372;UTM  12      - 4,832,917.161   606,853.670   MT  0.99974044   +0 54 51.8
 OW0372
 OW0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0372!SPC WYWC     -   0.99958475  x   1.00000601  =   0.99959076
 OW0372!SPC WY W     -   0.99958475  x   0.99995083  =   0.99953560
 OW0372!UTM  12      -   0.99958475  x   0.99974044  =   0.99932530
 OW0372
 OW0372:                Primary Azimuth Mark                     Grid Az
 OW0372:SPC WYWC     -  WAG                                      278 09 21.2
 OW0372:SPC WY W     -  WAG                                      277 14 08.4
 OW0372:UTM  12      -  WAG                                      276 36 10.7
 OW0372
 OW0372|---------------------------------------------------------------------|
 OW0372| PID    Reference Object                     Distance      Geod. Az  |
 OW0372|                                                           dddmmss.s |
 OW0372| OW0373 WAG                                 APPROX. 6.0 KM 2773102.5 |
 OW0372|---------------------------------------------------------------------|
 OW0372
 OW0372                          SUPERSEDED SURVEY CONTROL
 OW0372
 OW0372  NAD 83(1986)-  43 38 29.65509(N)    109 40 30.65529(W) AD(       ) 3
 OW0372  NAD 27      -  43 38 29.82397(N)    109 40 28.07506(W) AD(       ) 3
 OW0372  NGVD 29 (07/19/86) 2655.8    (m)         8713.     (f) VERT ANG       
 OW0372
 OW0372.Superseded values are not recommended for survey control.
 OW0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0372.See file dsdata.txt to determine how the superseded data were derived.
 OW0372
 OW0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP0685432917(NAD 83)
 OW0372
 OW0372  HISTORY     - Date     Condition        Report By
 OW0372  HISTORY     - UNK      MONUMENTED
 OW0372  HISTORY     - 1954     GOOD             USGS
 OW0372
 OW0372                          STATION DESCRIPTION
 OW0372
 OW0372'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0372'STATION IS LOCATED ABOUT 8 MI. AIR NNW. OF DUBOIS, WYOMING ABOUT 5.5
 OW0372'MI. AIR W. OF SPRING MOUNTAIN AND ABOUT 6 MI. AIR NE. OF THE JUNCTION
 OW0372'OF WIND RIVER AND DUNOIR CREEK.  STATION IS LOCATED ON THE HIGH POINT
 OW0372'OF A GRASSY RIDGE.  DIRECTLY TO THE E. OF THIS HIGH POINT IS A GULLY
 OW0372'OF BURNT TIMBER.  THE APPROACH TO THE STATION IS ALONG THE E-W. RIDGE
 OW0372'TO THE S. OF THIS GULLY.  THERE IS AN UNBURNT PATCH OF CONIFERS 200
 OW0372'FT. N. OF THE STATION.  TO REACH FROM DUBOIS, WYOMING GO N. ON MAIN
 OW0372'RD. UP HORSE CREEK 7.4 MI. TO OIL WELL ON LEFT, CONTINUE ON MAIN RD.
 OW0372'1.2 MI. TO CATTLEGUARD, CONTINUE THRU GUARD 0.5 MI. TO FORK, TAKE LEFT
 OW0372'FORK OVER CATTLE GUARD 0.3 MI. TO FORK, TAKE LEFT 0.1 MI. TO TRIPLE
 OW0372'FORK, TAKE LEFT (UPHILL) 0.4 MI. TO GATE, CONTINUE THRU GATE 0.3 MI
 OW0372'TO FORK, TAKE RIGHT 0.2 MI. TO FORK, TAKE LEFT 0.1 MI. TO FORK, TAKE
 OW0372'RIGHT 0.8 MI. UP STEEP RIDGE (BECOMING CROSS COUNTRY). TO HIGHEST
 OW0372'POINT AND STATION.  JEEP CAN BE DRIVEN TO TOP.
 OW0372'
 OW0372'STATION MARK - STANDARD TABLET IN ROCK STAMPED ---8707 VA 1905---.
 OW0372'NOTE - THIS IS THE ORIGINAL TABLET AND WAS FOUND BROKEN LOOSE FROM
 OW0372'THE ROCK, THE HOLE FROM WHENCE IT CAME WAS IN THE SLOPING SIDE OF ROCK
 OW0372'WHICH WAS AS SOLID AS BEDROCK, THE TABLET WAS RECEMENTED IN THE TOP OF
 OW0372'THIS ROCK AT AN ELEVATION 0.1 FT. HIGHER THAN THE HOLE IN THE SIDE.
 OW0372'
 OW0372'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0298 ***********************************************************************
 NS0298  DESIGNATION -  VABM MON
 NS0298  PID         -  NS0298
 NS0298  STATE/COUNTY-  WY/SWEETWATER
 NS0298  USGS QUAD   -  MONUMENT BUTTE (1968)
 NS0298
 NS0298                         *CURRENT SURVEY CONTROL
 NS0298  ___________________________________________________________________
 NS0298* NAD 83(1993)-  42 12 39.41464(N)    109 55 53.91509(W)     ADJUSTED  
 NS0298* NAVD 88     -      2197.     (meters)    7208.     (feet)  VERTCON   
 NS0298  ___________________________________________________________________
 NS0298  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 NS0298  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 NS0298
 NS0298  HORZ ORDER  -  THIRD
 NS0298
 NS0298.The horizontal coordinates were established by classical geodetic methods
 NS0298.and adjusted by the National Geodetic Survey in January 1997..
 NS0298
 NS0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0298
 NS0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0298
 NS0298.The geoid height was determined by GEOID03.
 NS0298
 NS0298;                    North         East     Units Scale Factor Converg.
 NS0298;SPC WYWC     -   190,683.457   502,429.391   MT  1.00005460   -0 47 38.3
 NS0298;UTM  12      - 4,673,750.452   588,186.459   MT  0.99969569   +0 43 04.2
 NS0298
 NS0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0298!SPC WYWC     -   0.99965766  x   1.00005460  =   0.99971225
 NS0298!UTM  12      -   0.99965766  x   0.99969569  =   0.99935346
 NS0298
 NS0298:                Primary Azimuth Mark                     Grid Az
 NS0298:SPC WYWC     -  LITTLE                                   053 43 24.1
 NS0298:UTM  12      -  LITTLE                                   052 12 41.6
 NS0298
 NS0298|---------------------------------------------------------------------|
 NS0298| PID    Reference Object                     Distance      Geod. Az  |
 NS0298|                                                           dddmmss.s |
 NS0298| NS0297 LITTLE                              APPROX.20.7 KM 0525545.8 |
 NS0298|---------------------------------------------------------------------|
 NS0298
 NS0298                          SUPERSEDED SURVEY CONTROL
 NS0298
 NS0298  NAD 83(1993)-  42 12 39.40627(N)    109 55 53.91505(W) AD(       ) 3
 NS0298  NAD 83(1986)-  42 12 39.39879(N)    109 55 53.91304(W) AD(       ) 3
 NS0298  NAD 27      -  42 12 39.58369(N)    109 55 51.38121(W) AD(       ) 3
 NS0298  NGVD 29 (07/19/86) 2196.     (m)         7205.     (f) VERT ANG       
 NS0298
 NS0298.Superseded values are not recommended for survey control.
 NS0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0298.See file dsdata.txt to determine how the superseded data were derived.
 NS0298
 NS0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM8818673750(NAD 83)
 NS0298_MARKER: DD = SURVEY DISK
 NS0298_SETTING: 0 = UNSPECIFIED SETTING
 NS0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0298
 NS0298  HISTORY     - Date     Condition        Report By
 NS0298  HISTORY     - 1968     MONUMENTED       USGS
 NS0298
 NS0298                          STATION DESCRIPTION
 NS0298
 NS0298'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 NS0298'LOCATED IN SWEETWATER COUNTY, WYOMING, QUAD 140, 14 MI. E. AND 3 MI.
 NS0298'S. OF LA BARGE, 26 MI. W. AND 8 MI. N. OF FARSON, ON A HILL KNOWN AS
 NS0298'MONUMENT BUTTE.
 NS0298'
 NS0298'TO REACH FROM FARSON, DRIVE N. ON U.S. HIGHWAY 187 FOR 9.5 MI. TO A
 NS0298'RANCH RD. W. (STEAD ROAD).  TURN W. AND FOLLOW STEAD ROAD GENERALLY
 NS0298'W. FOR 25 MI., AT 7.5 MI. CROSS BURMA ROAD, AT 14.5 MI. CROSS COUNTY
 NS0298'LINE ROAD, AT 23.5 MI. CROSS MONUMENT BUTTE ROAD (MONUMENT BUTTE ROAD
 NS0298'DOES NOT LEAD TO THE STATION).  AT 25 MI. FROM HIGHWAY 187, TURN LEFT
 NS0298'AT THE CROSSROADS AND DRIVE SSE. 2.6 MI. TO A CROSSROAD, TURN RIGHT
 NS0298'AND DRIVE 0.6 MI. SW. TO THE TOP OF MONUMENT BUTTE AND STATION NEAR
 NS0298'THE S. END.  THERE IS A ROCK CAIRN 12 FT. TALL ON THE BUTTE.  IT IS
 NS0298'35 FT. NW. OF THE STATION MARK.
 NS0298'
 NS0298'STATION MARK--STANDARD BRONZE TABLET, SET IN CONCRETE FLUSH WITH
 NS0298'GROUND, STAMPED ---VABM MON 1968---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0521 ***********************************************************************
 MQ0521  DESIGNATION -  VACO
 MQ0521  PID         -  MQ0521
 MQ0521  STATE/COUNTY-  WY/SWEETWATER
 MQ0521  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0521
 MQ0521                         *CURRENT SURVEY CONTROL
 MQ0521  ___________________________________________________________________
 MQ0521* NAD 83(1993)-  41 36 35.29115(N)    109 50 27.69813(W)     ADJUSTED  
 MQ0521* NAVD 88     -      1977.0    (meters)    6486.     (feet)  VERTCON   
 MQ0521  ___________________________________________________________________
 MQ0521  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 MQ0521  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 MQ0521
 MQ0521  HORZ ORDER  -  THIRD
 MQ0521  VERT ORDER  -  THIRD ? (See Below)
 MQ0521
 MQ0521.The horizontal coordinates were established by classical geodetic methods
 MQ0521.and adjusted by the National Geodetic Survey in January 1997..
 MQ0521
 MQ0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0521.The vertical order pertains to the NGVD 29 superseded value.
 MQ0521
 MQ0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0521
 MQ0521.The geoid height was determined by GEOID03.
 MQ0521
 MQ0521;                    North         East     Units Scale Factor Converg.
 MQ0521;SPC WYWC     -   123,816.438   509,062.469   MT  1.00003923   -0 43 28.4
 MQ0521;UTM  12      - 4,607,103.206   596,568.297   MT  0.99971476   +0 46 10.8
 MQ0521
 MQ0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0521!SPC WYWC     -   0.99969236  x   1.00003923  =   0.99973157
 MQ0521!UTM  12      -   0.99969236  x   0.99971476  =   0.99940720
 MQ0521
 MQ0521:                Primary Azimuth Mark                     Grid Az
 MQ0521:SPC WYWC     -  WEST                                     141 04 22.1
 MQ0521:UTM  12      -  WEST                                     139 34 42.9
 MQ0521
 MQ0521|---------------------------------------------------------------------|
 MQ0521| PID    Reference Object                     Distance      Geod. Az  |
 MQ0521|                                                           dddmmss.s |
 MQ0521| MQ0520 WEST                                APPROX. 6.5 KM 1402053.7 |
 MQ0521|---------------------------------------------------------------------|
 MQ0521
 MQ0521                          SUPERSEDED SURVEY CONTROL
 MQ0521
 MQ0521  NAD 83(1986)-  41 36 35.28258(N)    109 50 27.68835(W) AD(       ) 3
 MQ0521  NAD 27      -  41 36 35.43582(N)    109 50 25.16483(W) AD(       ) 3
 MQ0521  NGVD 29 (07/19/86) 1975.7    (m)         6482.     (f) LEVELING    3  
 MQ0521
 MQ0521.Superseded values are not recommended for survey control.
 MQ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0521.See file dsdata.txt to determine how the superseded data were derived.
 MQ0521
 MQ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM9656807103(NAD 83)
 MQ0521_MARKER: DD = SURVEY DISK
 MQ0521_SETTING: 0 = UNSPECIFIED SETTING
 MQ0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0521
 MQ0521  HISTORY     - Date     Condition        Report By
 MQ0521  HISTORY     - 1958     MONUMENTED       USGS
 MQ0521
 MQ0521                          STATION DESCRIPTION
 MQ0521
 MQ0521'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MQ0521'LOCATED ABOUT 1.7 MI. (AIRLINE) SW. OF WEST VACO, WYOMING, ABOUT 4.5
 MQ0521'MI. (AIRLINE) N. OF U.S. HIGHWAY 30 AND ABOUT 1.5 MI. (AIRLINE) W. OF
 MQ0521'A PAVED RD. TO WEST VACO.  ON TOP OF A SMALL PROMINENT ROUND MOUNTAIN.
 MQ0521'
 MQ0521'TO REACH FROM GREEN RIVER POST OFFICE, GO W. ON U.S. HIGHWAY 30 18.1
 MQ0521'MI. TO JUNCTION WITH PAVED RD. N., TURN RIGHT (N.) ON PAVED RD. TO
 MQ0521'WEST VACO 4.2 MI. TO A GRADED RD. W., TURN LEFT (W.), GO 1.1 MI. TO
 MQ0521'DIM RD. NW., TURN RIGHT (NW.), GO 0.7 MI. TO STATION SITE.
 MQ0521'
 MQ0521'STATION MARK--STANDARD TABLET, CEMENTED IN A CONCRETE POST, STAMPED
 MQ0521'VACO 1958---, PROJECTING 0.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0289 ***********************************************************************
 NS0289  DESIGNATION -  VALLEY
 NS0289  PID         -  NS0289
 NS0289  STATE/COUNTY-  WY/SUBLETTE
 NS0289  USGS QUAD   -  HAY MEADOW RESERVOIR (1980)
 NS0289
 NS0289                         *CURRENT SURVEY CONTROL
 NS0289  ___________________________________________________________________
 NS0289* NAD 83(1993)-  42 16 35.40508(N)    109 05 38.82855(W)     ADJUSTED  
 NS0289* NAVD 88     -      2172.8    (meters)    7129.     (feet)  VERTCON   
 NS0289  ___________________________________________________________________
 NS0289  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 NS0289  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 NS0289
 NS0289  HORZ ORDER  -  THIRD
 NS0289
 NS0289.The horizontal coordinates were established by classical geodetic methods
 NS0289.and adjusted by the National Geodetic Survey in January 1997..
 NS0289
 NS0289.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0289
 NS0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0289
 NS0289.The geoid height was determined by GEOID03.
 NS0289
 NS0289;                    North         East     Units Scale Factor Converg.
 NS0289;SPC WY W     -   297,762.330   881,596.690   MT  1.00001939   +0 39 55.8
 NS0289;UTM  12      - 4,682,235.302   657,158.178   MT  0.99990390   +1 16 56.5
 NS0289
 NS0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0289!SPC WY W     -   0.99966142  x   1.00001939  =   0.99968080
 NS0289!UTM  12      -   0.99966142  x   0.99990390  =   0.99956535
 NS0289
 NS0289:                Primary Azimuth Mark                     Grid Az
 NS0289:SPC WY W     -  35 SC                                    166 22 29.3
 NS0289:UTM  12      -  35 SC                                    165 45 28.6
 NS0289
 NS0289|---------------------------------------------------------------------|
 NS0289| PID    Reference Object                     Distance      Geod. Az  |
 NS0289|                                                           dddmmss.s |
 NS0289| NS0291 35 SC                               APPROX.12.5 KM 1670225.1 |
 NS0289|---------------------------------------------------------------------|
 NS0289
 NS0289                          SUPERSEDED SURVEY CONTROL
 NS0289
 NS0289  NAD 83(1986)-  42 16 35.38814(N)    109 05 38.82528(W) AD(       ) 3
 NS0289  NAD 27      -  42 16 35.54248(N)    109 05 36.38992(W) AD(       ) 3
 NS0289  NGVD 29 (07/19/86) 2171.5    (m)         7124.     (f) VERT ANG       
 NS0289
 NS0289.Superseded values are not recommended for survey control.
 NS0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0289.See file dsdata.txt to determine how the superseded data were derived.
 NS0289
 NS0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM5715882235(NAD 83)
 NS0289_MARKER: DD = SURVEY DISK
 NS0289_SETTING: 80 = SET IN A BOULDER
 NS0289_MAGNETIC: N = NO MAGNETIC MATERIAL
 NS0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0289+STABILITY: SURFACE MOTION
 NS0289
 NS0289  HISTORY     - Date     Condition        Report By
 NS0289  HISTORY     - 1957     MONUMENTED       USGS
 NS0289  HISTORY     - 19960709 SEE DESCRIPTION  SCHERB
 NS0289
 NS0289                          STATION DESCRIPTION
 NS0289
 NS0289'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NS0289'STATION IS LOCATED ON E. EDGE OF EASTERN OF TWO SMALL MESAS LOCATED
 NS0289'ABOUT 20.1 MI. NE. OF FARSON, WYOMING 27 MI. SW. OF SOUTH PASS CITY,
 NS0289'WYOMING AND 0.6 MI. NORTH OF WYOMING STATE HIGHWAY 28.
 NS0289'
 NS0289'TO REACH FROM FARSON, WYOMING PROCEED NE. ALONG STATE HWY. 28 FOR
 NS0289'20.1 MI.TO A GRADED DIRT RD. RUNNING N. FOLLOW ALONG DIRT RD.ON E.SIDE
 NS0289'OF TWIN MESA, THENCE W. ALONG N. SIDE OF EASTERNMOST MESA, THENCE SW.
 NS0289'ALONG TRAIL UP TO SADDLE BETWEEN MESAS, THENCE E. TO TOP OF MESA AND
 NS0289'STATION, A TOTAL DISTANCE FROM HIGHWAY 28 TO STATION OF 1.0 MI.
 NS0289'STATION MARK - STANDARD  TABLET SET IN TOP OF A SMALL BOULDER SET IN
 NS0289'GROUND ABOUT 75 FT. W. OF E. RIM AND PROJECTING 0.3 FT. ABOVE GROUND.
 NS0289'
 NS0289'REFERENCE MARKS -NONE.
 NS0289
 NS0289                          STATION RECOVERY (1996)
 NS0289
 NS0289'RECOVERY NOTE BY SURVEYOR SCHERBEL LIMITED 1996 (PNS)
 NS0289'DESTROYED. TOP OF MONUMENT IS SHATTERED HAVING BEEN HIT BY ROAD
 NS0289'MAINTENANCE EQUIPMENT.  ALUMINUM CAP IS LOOSE ATOP SHATTERED CONCRETE.
 NS0289'PLACED TWO TIRE CASING ABOUT MONUMENT AND SET ALUMINUM FENCE POST
 NS0289'ALONGSIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0308 ***********************************************************************
 NS0308  DESIGNATION -  VALLEY ET
 NS0308  PID         -  NS0308
 NS0308  STATE/COUNTY-  WY/SUBLETTE
 NS0308  USGS QUAD   -  MESA SPRING (1980)
 NS0308
 NS0308                         *CURRENT SURVEY CONTROL
 NS0308  ___________________________________________________________________
 NS0308* NAD 83(1993)-  42 41 37.95910(N)    109 56 07.58126(W)     ADJUSTED  
 NS0308* NAVD 88     -      2244.0    (meters)    7362.     (feet)  VERTCON   
 NS0308  ___________________________________________________________________
 NS0308  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 NS0308  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 NS0308
 NS0308  HORZ ORDER  -  THIRD
 NS0308
 NS0308.The horizontal coordinates were established by classical geodetic methods
 NS0308.and adjusted by the National Geodetic Survey in January 1997..
 NS0308
 NS0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0308
 NS0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0308
 NS0308.The geoid height was determined by GEOID03.
 NS0308
 NS0308;                    North         East     Units Scale Factor Converg.
 NS0308;SPC WY W     -   343,659.439   812,118.366   MT  0.99993931   +0 06 01.0
 NS0308;UTM  12      - 4,727,370.673   587,200.521   MT  0.99969355   +0 43 18.9
 NS0308
 NS0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0308!SPC WY W     -   0.99965014  x   0.99993931  =   0.99958948
 NS0308!UTM  12      -   0.99965014  x   0.99969355  =   0.99934380
 NS0308
 NS0308:                Primary Azimuth Mark                     Grid Az
 NS0308:SPC WY W     -  MESA ET                                  005 09 21.9
 NS0308:UTM  12      -  MESA ET                                  004 32 04.0
 NS0308
 NS0308|---------------------------------------------------------------------|
 NS0308| PID    Reference Object                     Distance      Geod. Az  |
 NS0308|                                                           dddmmss.s |
 NS0308| NS0310 MESA ET                             APPROX.12.0 KM 0051522.9 |
 NS0308|---------------------------------------------------------------------|
 NS0308
 NS0308                          SUPERSEDED SURVEY CONTROL
 NS0308
 NS0308  NAD 83(1993)-  42 41 37.94781(N)    109 56 07.58054(W) AD(       ) 3
 NS0308  NAD 83(1986)-  42 41 37.93833(N)    109 56 07.57213(W) AD(       ) 3
 NS0308  NAD 27      -  42 41 38.13867(N)    109 56 05.02345(W) AD(       ) 3
 NS0308  NGVD 29 (07/19/86) 2242.6    (m)         7358.     (f) VERT ANG       
 NS0308
 NS0308.Superseded values are not recommended for survey control.
 NS0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0308.See file dsdata.txt to determine how the superseded data were derived.
 NS0308
 NS0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN8720127371(NAD 83)
 NS0308_MARKER: DD = SURVEY DISK
 NS0308_SETTING: 0 = UNSPECIFIED SETTING
 NS0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0308
 NS0308  HISTORY     - Date     Condition        Report By
 NS0308  HISTORY     - 1964     MONUMENTED       USGS
 NS0308
 NS0308                          STATION DESCRIPTION
 NS0308
 NS0308'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 NS0308'STATION LOCATED 13 MI. SSW. OF PINEDALE ON THE W. RIM OF---THE MESA---
 NS0308'OVERLOOKING THE GREEN RIVER VALLEY TO THE W., 430 FT. N. OF A T-RD. W.
 NS0308'AND 34 FT. W. OF N-S. RD.
 NS0308'
 NS0308'TO REACH FROM PINEDALE GO S. AND W. ON MAIN TRAVELED RD. TO
 NS0308'---THE MESA---, 5.4 MILES TO Y-RD. JUNCTION, TAKE LEFT FORK ASCENDING
 NS0308'MESA, CONTINUE S. ON THE MESA PAST POINT WHERE ---MESA-ET--- IS
 NS0308'LOCATED TO THE WEST, AT 11.3 MI. CROSS CATTLEGUARD AND LARGE BLM SIGN
 NS0308'---ENTERING MESA CONSERVATION AREA--- ON LEFT, CONTINUE SW. TO T-RD.
 NS0308'W. AT 15.2 MI. AND STATION AS DESCRIBED.
 NS0308'
 NS0308'STATION MARK - STANDARD ALUMINUM TABLET, STAMPED ---VALLEY ET 1964---
 NS0308'SET IN CONCRETE POST PROJECTING 0.6 FT.
 NS0308'
 NS0308'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0839 ***********************************************************************
 OX0839  DESIGNATION -  VALLEY RESET
 OX0839  PID         -  OX0839
 OX0839  STATE/COUNTY-  WY/TETON
 OX0839  USGS QUAD   -  TETON VILLAGE (1996)
 OX0839
 OX0839                         *CURRENT SURVEY CONTROL
 OX0839  ___________________________________________________________________
 OX0839* NAD 83(1993)-  43 35 46.89281(N)    110 48 09.52766(W)     ADJUSTED  
 OX0839* NAVD 88     -      1931.9    (meters)    6338.     (feet)  VERTCON   
 OX0839  ___________________________________________________________________
 OX0839  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 OX0839  GEOID HEIGHT-          -9.36  (meters)                     GEOID03
 OX0839
 OX0839  HORZ ORDER  -  SECOND
 OX0839
 OX0839.The horizontal coordinates were established by classical geodetic methods
 OX0839.and adjusted by the National Geodetic Survey in January 1997..
 OX0839
 OX0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0839
 OX0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0839
 OX0839.The geoid height was determined by GEOID03.
 OX0839
 OX0839;                    North         East     Units Scale Factor Converg.
 OX0839;SPC WY W     -   444,155.678   741,920.487   MT  0.99997898   -0 29 45.7
 OX0839;UTM  12      - 4,827,061.844   515,929.511   MT  0.99960312   +0 08 09.9
 OX0839
 OX0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0839!SPC WY W     -   0.99969861  x   0.99997898  =   0.99967760
 OX0839!UTM  12      -   0.99969861  x   0.99960312  =   0.99930185
 OX0839
 OX0839:                Primary Azimuth Mark                     Grid Az
 OX0839:SPC WY W     -  VALLEY AZ MK                             080 45 03.3
 OX0839:UTM  12      -  VALLEY AZ MK                             080 07 07.7
 OX0839
 OX0839|---------------------------------------------------------------------|
 OX0839| PID    Reference Object                     Distance      Geod. Az  |
 OX0839|                                                           dddmmss.s |
 OX0839| CP5977 VALLEY AZ MK                                       0801517.6 |
 OX0839| CP5978 VALLEY RM 2                          10.736 METERS 09511     |
 OX0839| CP5886 T42N R116W SECS 17 18 19 20 WC        9.293 METERS 25759     |
 OX0839| CP4514 6337                                  8.834 METERS 35854     |
 OX0839|---------------------------------------------------------------------|
 OX0839
 OX0839                          SUPERSEDED SURVEY CONTROL
 OX0839
 OX0839  NAD 83(1993)-  43 35 46.88777(N)    110 48 09.52133(W) AD(       ) 2
 OX0839  NAD 83(1986)-  43 35 46.88291(N)    110 48 09.51430(W) AD(       ) 2
 OX0839  NAD 27      -  43 35 47.13100(N)    110 48 06.74800(W) AD(       ) 2
 OX0839  NGVD 29 (07/19/86) 1930.6    (m)         6334.     (f) VERT ANG       
 OX0839
 OX0839.Superseded values are not recommended for survey control.
 OX0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0839.See file dsdata.txt to determine how the superseded data were derived.
 OX0839
 OX0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1593027062(NAD 83)
 OX0839_MARKER: DS = TRIANGULATION STATION DISK
 OX0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0839
 OX0839  HISTORY     - Date     Condition        Report By
 OX0839  HISTORY     - 1946     MONUMENTED       CGS
 OX0839  HISTORY     - 1970     GOOD             LOCSUR
 OX0839  HISTORY     - 1971     SEE DESCRIPTION  NGS
 OX0839
 OX0839                          STATION DESCRIPTION
 OX0839
 OX0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0839'THE STATION IS LOCATED ON THE FLOOR OF THE JACKSON HOLE VALLEY,
 OX0839'ON THE NORTH SIDE OF THE ROAD LEADING FROM WILSON TO MOOSE POST
 OX0839'OFFICE AND ABOUT 7-1/2 MILES AIRLINE NORTHEAST OF WILSON.  THE
 OX0839'DISK IS SET FLUSH IN A CONCRETE MONUMENT PROJECTING ABOUT 4
 OX0839'INCHES AND IS STAMPED VALLEY 1946.  IT IS NEAR A RIGHT ANGLE
 OX0839'TURN IN THE ROAD, 24-1/2 FEET NORTH OF THE CENTER OF THE ROAD
 OX0839'RUNNING EAST AND WEST, 4 FEET NORTH OF A FENCE LINE AND 97 FEET
 OX0839'EAST OF A FENCE CORNER.
 OX0839'
 OX0839'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY BENCH MARK.  IT
 OX0839'IS A BRASS BENCH MARK CAP ATOP A 3 INCH IRON PIPE PROJECTING
 OX0839'ABOUT 1 FOOT AND IS STAMPED 6337 FT.  IT IS NORTH OF THE STATION
 OX0839'AND 33-1/2 FEET NORTH OF THE FENCE LINE.
 OX0839'
 OX0839'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN A CONCRETE MONUMENT
 OX0839'PROJECTING ABOUT 4 INCHES AND IS STAMPED VALLEY NO 2 1946.
 OX0839'IT IS EAST OF THE STATION, 21 FEET NORTH OF THE CENTER OF THE ROAD
 OX0839'AND 1 FOOT NORTH OF THE FENCE LINE.
 OX0839'
 OX0839'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE EAST BY NORTH OF THE
 OX0839'STATION AND IS A DISK SET FLUSH IN A CONCRETE MONUMENT PROJECTING
 OX0839'ABOUT 6 INCHES AND IS STAMPED VALLEY 1946.  IT IS 0.05 MILE NORTH
 OX0839'OF A RIGHT ANGLE TURN IN THE ROAD, IN A NORTH-SOUTH FENCE LINE
 OX0839'AND 25-1/2 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD.
 OX0839'TO REACH FROM THE STATION GO EAST FOR 0.5 MILE, THENCE NORTH
 OX0839'0.05 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 OX0839'
 OX0839'TO REACH THE STATION FROM THE SQUARE IN JACKSON GO WESTERLY
 OX0839'ON U.S. HIGHWAY NO. 187 FOR 1.5 MILES TO JUNCTION WITH STATE
 OX0839'HIGHWAY NO. 22, TURN RIGHT ON HIGHWAY NO. 22 AND GO WESTERLY
 OX0839'TOWARD WILSON FOR 4.5 MILES TO A SIDE ROAD NORTH.  TURN RIGHT,
 OX0839'NORTH AND FOLLOW GRAVEL ROAD FOR 6.0 MILES, HERE TURN RIGHT ON
 OX0839'MAIN TRAVELED ROAD AND GO 2.0 MILES TO A RIGHT ANGLE TURN AND
 OX0839'THE STATION AS DESCRIBED.
 OX0839
 OX0839                          STATION RECOVERY (1970)
 OX0839
 OX0839'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (PNS)
 OX0839'STATION RECOVERED BY SURVEYOR SCHERBEL LTD.
 OX0839'
 OX0839'VALLEY-POOR NEAR NEAREST CORNER OF SECTION 19, T42N, R116W
 OX0839'
 OX0839'MONUMENT HAS BEEN CANTED APPARENTLY BY TRACTOR AND DOZER OR
 OX0839'OTHER HEAVY MACHINE.
 OX0839'
 OX0839'PLEASE FURNISH DESCRIPTION OF MONUMENT AND REFERENCE MARKERS SO
 OX0839'THAT THEY MAY BE RECOVERED.
 OX0839
 OX0839                          STATION RECOVERY (1971)
 OX0839
 OX0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 OX0839'REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE RECOVERED
 OX0839'IN GOOD CONDITION.  THE STATION MARK, AND REFERENCE MARK NO. 1
 OX0839'HAD BEEN HIT BY HEAVY MACHINERY, AND WERE OUT OF POSITION.
 OX0839'THE UNDERGROUND MARK WAS UNCOVERED, AND FOUND IN GOOD
 OX0839'CONDITION.  ANOTHER STATION MARK WAS PLUMBED PRECISELY OVER THE
 OX0839'UNDERGROUND MARK.  REFERENCE MARK NO. 1 WAS STRAIGHTENED UP, THE
 OX0839'PIPE IS BENT, BUT AN EFFORT WAS MADE TO LEAVE THE DISK LEVEL,
 OX0839'AND SOME CONCRETE WAS PLACED AT THE BASE OF THE PIPE.  THE
 OX0839'DISK WAS NOT ADDITIONALLY STAMPED.  A NEW AND COMPLETE
 OX0839'DESCRIPTION FOLLOWS.
 OX0839'
 OX0839'THE STATION IS IN THE NORTHEAST 1/4 SECTION 19, TOWNSHIP 42N,
 OX0839'RANGE 116W.  ON PASTURE LAND OWNED BY THE ASPEN H. RANCH.
 OX0839'
 OX0839'TO REACH THE STATION FROM THE JACKSON POST OFFICE GO SOUTHWEST
 OX0839'ON U.S. HIGHWAYS 26, 89, AND 187 FOR 1.5 MILES TO STATE HIGHWAY
 OX0839'22, TURN RIGHT, AND GO SOUTHWESTERLY ON STATE HIGHWAY 22 FOR
 OX0839'4.0 MILES TO A MACADAM ROAD RIGHT, AT THE SIGN, TETON VILLAGE,
 OX0839'TURN RIGHT AS PER SIGN, AND GO NORTHWEST ON THE MACADAM ROAD
 OX0839'390 FOR 6.5 MILES TO A MACADAM ROAD LEFT TO TETON VILLAGE,
 OX0839'CONTINUE NORTH ON ROAD 390 FOR 1.0 MILE TO A PRIVATE ROAD
 OX0839'RIGHT, TURN RIGHT, AND GO EAST FOR 0.1 MILE TO A CATTLE GUARD,
 OX0839'AND GATE AT THE ENTRANCE TO THE ASPEN H RANCH, AND THE
 OX0839'STATION ON THE LEFT.
 OX0839'
 OX0839'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE DRIVEWAY
 OX0839'FOR 0.2 MILE TO A ROAD LEFT, JUST BEFORE THE DRIVEWAY PASSES
 OX0839'OVER A CATTLE GUARD, AND GOES DOWN TO THE RANCH BUILDINGS, TURN
 OX0839'LEFT, AND GO FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 OX0839'
 OX0839'THE STATION MARK, STAMPED VALLEY 1946 1971, IS A STANDARD DISK
 OX0839'SET IN A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES,
 OX0839'75 FEET NORTHEAST OF THE NORTH END OF THE CATTLE GUARD, 57 FEET
 OX0839'NORTH OF THE CENTER OF THE DRIVEWAY, 39 FEET WEST-NORTHWEST OF
 OX0839'POWER POLE NO. 16 WITH A TRANSFORMER, AND 1 FOOT EAST OF
 OX0839'A METAL WITNESS POST.
 OX0839'
 OX0839'REFERENCE MARK NO. 2, STAMPED VALLEY NO 2 1946, IS A STANDARD
 OX0839'DISK SET IN AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH,
 OX0839'48 FEET NORTH OF THE CENTER OF THE DRIVEWAY, AND 5 FEET NORTHWEST
 OX0839'OF THE POWER POLE.
 OX0839'
 OX0839'REFERENCE MARK NO. 3, STAMPED 6337, IS A U.S. GEOLOGICAL SURVEY
 OX0839'BENCH MARK DISK RIVETED ON A 4-INCH PIPE THAT PROJECTS 18 INCHES,
 OX0839'88 FEET NORTH OF THE CENTER OF THE DRIVEWAY, AND 53 FEET NORTHWEST
 OX0839'OF THE POWER POLE.
 OX0839'
 OX0839'REFERENCE MARK NO. 4, STAMPED S18 S17 S19 S20 T42N R116W WC ICHN
 OX0839'1965, IS A DISK RIVETED TO A 2-INCH PIPE THAT PROJECTS 7 INCHES,
 OX0839'THE PROPERTY OF MR. PAUL N. SCHERBEL, R.L.S. 164 BIG PINEY,
 OX0839'WYOMING.  IT IS 60 FEET NORTH-NORTHEAST OF THE NORTH END OF THE
 OX0839'CATTLE GUARD, AND 13 FEET NORTHEAST OF THE NORTH END OF A
 OX0839'CULVERT.
 OX0839'
 OX0839'THE AZIMUTH MARK, STAMPED VALLEY 1946, IS A STANDARD DISK SET IN
 OX0839'AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES, 61
 OX0839'FEET WEST OF A POLE FENCE, 26 FEET WEST OF THE CENTER OF A
 OX0839'GRADED ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 OX0839'
 OX0839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST
 OX0839'OF JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0345 ***********************************************************************
 OV0345  DESIGNATION -  VAN
 OV0345  PID         -  OV0345
 OV0345  STATE/COUNTY-  WY/JOHNSON
 OV0345  USGS QUAD   -  SAWMILL CANYON (1984)
 OV0345
 OV0345                         *CURRENT SURVEY CONTROL
 OV0345  ___________________________________________________________________
 OV0345* NAD 83(1993)-  43 29 50.14791(N)    106 06 59.05377(W)     ADJUSTED  
 OV0345* NAVD 88     -      1775.1    (meters)    5824.     (feet)  VERTCON   
 OV0345  ___________________________________________________________________
 OV0345  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 OV0345  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 OV0345  OBS GRAVITY -     979,949.8   (mgal)                       GRAV_OBS
 OV0345
 OV0345  HORZ ORDER  -  THIRD
 OV0345
 OV0345.The horizontal coordinates were established by classical geodetic methods
 OV0345.and adjusted by the National Geodetic Survey in January 1997..
 OV0345
 OV0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0345
 OV0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0345
 OV0345.The geoid height was determined by GEOID03.
 OV0345.The observed gravity was obtained from relative gravimeter ties
 OV0345.to the IGSN71 gravity network.
 OV0345
 OV0345;                    North         East     Units Scale Factor Converg.
 OV0345;SPC WYEC     -   433,614.559   498,419.911   MT  1.00005661   +0 50 15.7
 OV0345;UTM  13      - 4,816,642.762   409,740.697   MT  0.99970021   -0 46 06.6
 OV0345
 OV0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0345!SPC WYEC     -   0.99972394  x   1.00005661  =   0.99978053
 OV0345!UTM  13      -   0.99972394  x   0.99970021  =   0.99942423
 OV0345
 OV0345:                Primary Azimuth Mark                     Grid Az
 OV0345:SPC WYEC     -  ANGUS                                    245 39 31.9
 OV0345:UTM  13      -  ANGUS                                    247 15 54.2
 OV0345
 OV0345|---------------------------------------------------------------------|
 OV0345| PID    Reference Object                     Distance      Geod. Az  |
 OV0345|                                                           dddmmss.s |
 OV0345| OV0348 ANGUS                               APPROX. 4.1 KM 2462947.6 |
 OV0345|---------------------------------------------------------------------|
 OV0345
 OV0345                          SUPERSEDED SURVEY CONTROL
 OV0345
 OV0345  NAD 83(1986)-  43 29 50.12897(N)    106 06 59.02870(W) AD(       ) 3
 OV0345  NAD 27      -  43 29 50.22562(N)    106 06 56.96240(W) AD(       ) 3
 OV0345  NGVD 29 (07/19/86) 1774.2    (m)         5821.     (f) VERT ANG       
 OV0345
 OV0345.Superseded values are not recommended for survey control.
 OV0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0345.See file dsdata.txt to determine how the superseded data were derived.
 OV0345
 OV0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ0974116643(NAD 83)
 OV0345_MARKER: DD = SURVEY DISK
 OV0345_SETTING: 0 = UNSPECIFIED SETTING
 OV0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0345
 OV0345  HISTORY     - Date     Condition        Report By
 OV0345  HISTORY     - 1952     MONUMENTED       USGS
 OV0345
 OV0345                          STATION DESCRIPTION
 OV0345
 OV0345'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OV0345'STATION IS LOCATED ON THE HIGHEST OF A SERIES OF TOPS, ON A N-S.
 OV0345'RIDGE, ABOUT 8.0 MI. (AIRLINE) SE. OF LINCH, 15 MI. (AIRLINE) SE. OF
 OV0345'SUSSEX, AND 18.5 MI. (AIRLINE) SW. OF PINE TREE.
 OV0345'
 OV0345'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND STATE HIGHWAY
 OV0345'387 IN MIDWEST, GO N. AND E. ON STATE HIGHWAY 387 FOR 12.0 MI. TO
 OV0345'HIGHWAY BRIDGE.  TURN RIGHT (SE.) JUST BEYOND BRIDGE, PASS THROUGH
 OV0345'CATTLEGUARD AND GO 0.6 MI. ON DIRT RD. TO T-RD.  TAKE RIGHT (SW.)
 OV0345'FORK FOR 0.1 MI. TO T-RD. AND TAKE LEFT (S.) FORK FOR 0.2 MI. TO
 OV0345'GATE.  PASS THROUGH GATE AND GO 0.6 MI. TO Y-RD. AND TAKE (SE.)
 OV0345'FORK FOR 1.3 MI. TO GATE.  PASS THROUGH GATE AND FOLLOW RD. FOR 0.1
 OV0345'MI. TO DAM.  CROSS DAM AND GO RIGHT (S.) AROUND END OF RIDGE FOR
 OV0345'0.6 MI. TO A SADDLE TO THE N.  CLIMB SADDLE AND FOLLOW RIDGE N. FOR
 OV0345'0.7 MI. TO A HIGH POINT AND STATION.
 OV0345'
 OV0345'STATION MARK--STANDARD TABLET, STAMPED ---VAN 1952---, SET IN A
 OV0345'CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND.
 OV0345'
 OV0345'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING ROD, SET IN A CONCRETE
 OV0345'POST, PROJECTING 4 IN. ABOVE GROUND, 25.8 FT. FROM STATION MARK,
 OV0345'S 64 DEG 09 MIN E.
 OV0345'
 OV0345'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING ROD, PROJECTING 6 IN.
 OV0345'ABOVE GROUND, 66.0 FT. FROM STATION MARK, N 07 DEG 49 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0810 ***********************************************************************
 OX0810  DESIGNATION -  VENTRE
 OX0810  PID         -  OX0810
 OX0810  STATE/COUNTY-  WY/TETON
 OX0810  USGS QUAD   -  JACKSON (1996)
 OX0810
 OX0810                         *CURRENT SURVEY CONTROL
 OX0810  ___________________________________________________________________
 OX0810* NAD 83(1993)-  43 29 05.09201(N)    110 46 46.83555(W)     ADJUSTED  
 OX0810* NAVD 88     -      2259.4    (meters)    7413.     (feet)  VERTCON   
 OX0810  ___________________________________________________________________
 OX0810  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 OX0810  GEOID HEIGHT-          -9.74  (meters)                     GEOID03
 OX0810
 OX0810  HORZ ORDER  -  FIRST
 OX0810
 OX0810.The horizontal coordinates were established by classical geodetic methods
 OX0810.and adjusted by the National Geodetic Survey in January 1997..
 OX0810
 OX0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0810
 OX0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0810
 OX0810.The geoid height was determined by GEOID03.
 OX0810
 OX0810;                    North         East     Units Scale Factor Converg.
 OX0810;SPC WY W     -   431,740.220   743,671.345   MT  0.99997651   -0 28 45.2
 OX0810;UTM  12      - 4,814,671.075   517,816.387   MT  0.99960390   +0 09 05.8
 OX0810
 OX0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0810!SPC WY W     -   0.99964735  x   0.99997651  =   0.99962387
 OX0810!UTM  12      -   0.99964735  x   0.99960390  =   0.99925139
 OX0810
 OX0810|---------------------------------------------------------------------|
 OX0810| PID    Reference Object                     Distance      Geod. Az  |
 OX0810|                                                           dddmmss.s |
 OX0810| CP5980 VENTRE RM 1                           7.697 METERS 07958     |
 OX0810| CP5979 VENTRE AZ MK                                       0895432.8 |
 OX0810| OX0787 GROS VENTRE RANGE HIGHEST PEAK      APPROX.19.2 KM 1180206.3 |
 OX0810| CP5981 VENTRE RM 2                          10.150 METERS 17119     |
 OX0810| OX0835 GRAND TETON                         APPROX.28.5 KM 3561728.8 |
 OX0810|---------------------------------------------------------------------|
 OX0810
 OX0810                          SUPERSEDED SURVEY CONTROL
 OX0810
 OX0810  NAD 83(1993)-  43 29 05.08760(N)    110 46 46.82993(W) AD(       ) 1
 OX0810  NAD 83(1986)-  43 29 05.08169(N)    110 46 46.82219(W) AD(       ) 1
 OX0810  NAD 27      -  43 29 05.33900(N)    110 46 44.07700(W) AD(       ) 1
 OX0810  NGVD 29 (07/19/86) 2258.1    (m)         7408.     (f) VERT ANG       
 OX0810
 OX0810.Superseded values are not recommended for survey control.
 OX0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0810.See file dsdata.txt to determine how the superseded data were derived.
 OX0810
 OX0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP1781614671(NAD 83)
 OX0810_MARKER: DS = TRIANGULATION STATION DISK
 OX0810_SETTING: 80 = SET IN A BOULDER
 OX0810_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 OX0810
 OX0810  HISTORY     - Date     Condition        Report By
 OX0810  HISTORY     - 1946     MONUMENTED       CGS
 OX0810  HISTORY     - 1963     GOOD             USGS
 OX0810  HISTORY     - 1968     GOOD             LOCSUR
 OX0810
 OX0810                          STATION DESCRIPTION
 OX0810
 OX0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CL)
 OX0810'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH PROMINENT
 OX0810'GRASSY BUTTE THAT IS LOCALLY KNOWN AS EAST GROS VENTRE BUTTE.
 OX0810'IS 1 MILE, AIRLINE, WEST OF JACKSON.
 OX0810'
 OX0810'THE STATION MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE IN
 OX0810'AN IRREGULAR SHAPED BOULDER WHICH IS APPROX. 3 FEET LONG BY
 OX0810'2 FEET WIDE AND PROJECTS 8 INCHES.  IT IS STAMPED VENTRE 1946.
 OX0810'
 OX0810'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0810'HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND
 OX0810'AND IS 1 FOOT LOWER THAN THE STATION MARK.  IS STAMPED VENTRE
 OX0810'NO 1 1946.
 OX0810'
 OX0810'REFERENCE MARK NO. 2 IS A STANDARD DISC CEMENTED IN A DRILL
 OX0810'HOLE IN AN IRREGULAR-SHAPED BOULDER WHICH IS 2-1/4 FEET LONG
 OX0810'BY 1-1/2 FEET WIDE AND PROJECTS 6 INCHES.  IT IS THE SAME
 OX0810'ELEVATION AS THE STATION MARK AND IS STAMPED VENTRE NO 2 1946.
 OX0810'
 OX0810'THE AZIMUTH MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 OX0810'IN A BOULDER WHICH IS 3 FEET LONG BY 2 FEET WIDE AND PROJECTS
 OX0810'1 FOOT.  IT IS ON THE FIRST BENCH EAST OF THE STATION HILL
 OX0810'AND IS ABOUT 150 FEET LOWER.  IS STAMPED VENTRE 1946.
 OX0810'
 OX0810'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE PARK IN
 OX0810'JACKSON GO NORTH ON U.S. HIGHWAY NO. 187 FOR 0.55 MILE TO A
 OX0810'SERVICE STATION ON THE LEFT.  CONTINUE APPROX. 200 YARDS,
 OX0810'CROSSING A BRIDGE THENCE TURN BACK SHARP TO LEFT ON A DIRT ROAD
 OX0810'AND GO 0.2 MILE PASSING SOME HOUSES TO THE FOOT OF A HILL.
 OX0810'FROM HERE A FOUR WHEEL DRIVE VEHICLE IS NECESSARY.  FOLLOW
 OX0810'A TRAIL WHICH SWITCH BACKS UP THE HILL FOR 1.0 MILES TO A
 OX0810'SADDLE.  CONTINUE DOWN THE OTHER SIDE OF THE SADDLE FOR 0.5
 OX0810'MILE TO A TRAIL TO LEFT.  TURN LEFT AND FOLLOW THE TRAIL UP
 OX0810'HILL THROUGH AN ASPEN GROVE TO TOP OF RIDGE THENCE RIGHT TO
 OX0810'HIGHEST POINT, A TOTAL DISTANCE OF 1.0 MILE TO STATION.
 OX0810
 OX0810                          STATION RECOVERY (1963)
 OX0810
 OX0810'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0810'RECOVERED.
 OX0810'
 OX0810'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---VENTRE 1946---,
 OX0810'CEMENTED IN DRILL HOLE IN BEDROCK.
 OX0810
 OX0810                          STATION RECOVERY (1968)
 OX0810
 OX0810'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968 (PNS)
 OX0810'STATION RECOVERED BY LAND SURVEYOR
 OX0810'
 OX0810'VENTRE 1946-EXCELLENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0445 ***********************************************************************
 PX0445  DESIGNATION -  VENUS
 PX0445  PID         -  PX0445
 PX0445  STATE/COUNTY-  WY/PARK
 PX0445  USGS QUAD   -  NEEDLE MOUNTAIN (1991)
 PX0445
 PX0445                         *CURRENT SURVEY CONTROL
 PX0445  ___________________________________________________________________
 PX0445* NAD 83(1993)-  44 00 29.21477(N)    109 30 24.67068(W)     ADJUSTED  
 PX0445* NAVD 88     -      3700.5    (meters)   12141.     (feet)  VERTCON   
 PX0445  ___________________________________________________________________
 PX0445  LAPLACE CORR-         -11.10  (seconds)                    DEFLEC99
 PX0445  GEOID HEIGHT-          -7.51  (meters)                     GEOID03
 PX0445
 PX0445  HORZ ORDER  -  THIRD
 PX0445
 PX0445.The horizontal coordinates were established by classical geodetic methods
 PX0445.and adjusted by the National Geodetic Survey in January 1997..
 PX0445
 PX0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0445
 PX0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0445
 PX0445.The geoid height was determined by GEOID03.
 PX0445
 PX0445;                    North         East     Units Scale Factor Converg.
 PX0445;SPC WYWC     -   389,929.474   539,307.709   MT  0.99998279   -0 31 33.1
 PX0445;UTM  12      - 4,873,857.894   619,695.909   MT  0.99977621   +1 02 15.0
 PX0445
 PX0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0445!SPC WYWC     -   0.99942125  x   0.99998279  =   0.99940405
 PX0445!UTM  12      -   0.99942125  x   0.99977621  =   0.99919759
 PX0445
 PX0445:                Primary Azimuth Mark                     Grid Az
 PX0445:SPC WYWC     -  PEAK                                     184 20 57.2
 PX0445:UTM  12      -  PEAK                                     182 47 09.1
 PX0445
 PX0445|---------------------------------------------------------------------|
 PX0445| PID    Reference Object                     Distance      Geod. Az  |
 PX0445|                                                           dddmmss.s |
 PX0445| OW0364 PEAK                                APPROX. 7.6 KM 1834924.1 |
 PX0445|---------------------------------------------------------------------|
 PX0445
 PX0445                          SUPERSEDED SURVEY CONTROL
 PX0445
 PX0445  NAD 83(1986)-  44 00 29.20440(N)    109 30 24.65983(W) AD(       ) 3
 PX0445  NAD 27      -  44 00 29.37236(N)    109 30 22.09364(W) AD(       ) 3
 PX0445  NGVD 29 (07/19/86) 3698.9    (m)        12135.     (f) VERT ANG       
 PX0445
 PX0445.Superseded values are not recommended for survey control.
 PX0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0445.See file dsdata.txt to determine how the superseded data were derived.
 PX0445
 PX0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP1969673858(NAD 83)
 PX0445_MARKER: DD = SURVEY DISK
 PX0445_SETTING: 66 = SET IN ROCK OUTCROP
 PX0445_SP_SET: SET IN BEDROCK
 PX0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0445+STABILITY: POSITION/ELEVATION WELL
 PX0445
 PX0445  HISTORY     - Date     Condition        Report By
 PX0445  HISTORY     - 1954     MONUMENTED       USGS
 PX0445
 PX0445                          STATION DESCRIPTION
 PX0445
 PX0445'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PX0445'STATION LOCATED 33.5 MI. AIR N. OF DUBOIS, WYOMING, ON THE HIGHEST
 PX0445'POINT OF A HILL.
 PX0445'
 PX0445'TO REACH FROM GREYBULL PASS, WHICH IS LOCATED AT THE HEADWATERS OF COW
 PX0445'CREEK AND WIGGINS F0RK, GO NE. ABOUT 6 MI. VIA TRAIL TO THE GREYBULL
 PX0445'RIVER, AND NORTHERLY AND WESTERLY ABOUT 10 MI. ALONG TRAILS TO VENUS
 PX0445'BASIN.  THE HILL IS LOCATED ABOUT 3 MI. NW. FROM THE POINT WHERE THIS
 PX0445'TRAIL BREAKS FROM TIMBERLINE.  FINAL ASCENT IS MADE FROM THE HILLS
 PX0445'N. SLOPE.  HORSES MAY BE TAKEN TO WITHIN TWO MINUTES OF THE STATION
 PX0445'MARK.
 PX0445'
 PX0445'STATION MARK - STANDARD TABLET SET IN BEDROCK, FLUSH WITH GROUND,
 PX0445'STAMPED ---VENUS 1954---.
 PX0445'
 PX0445'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1228 ***********************************************************************
 MO1228  DESIGNATION -  VERDANT
 MO1228  PID         -  MO1228
 MO1228  STATE/COUNTY-  WY/ALBANY
 MO1228  USGS QUAD   -  BUFORD (1987)
 MO1228
 MO1228                         *CURRENT SURVEY CONTROL
 MO1228  ___________________________________________________________________
 MO1228* NAD 83(1993)-  41 03 11.30192(N)    105 22 01.74636(W)     ADJUSTED  
 MO1228* NAVD 88     -      2434.2    (meters)    7986.     (feet)  VERTCON   
 MO1228  ___________________________________________________________________
 MO1228  LAPLACE CORR-         -11.56  (seconds)                    DEFLEC99
 MO1228  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 MO1228
 MO1228  HORZ ORDER  -  THIRD
 MO1228
 MO1228.The horizontal coordinates were established by classical geodetic methods
 MO1228.and adjusted by the National Geodetic Survey in January 1997..
 MO1228
 MO1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1228
 MO1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1228
 MO1228.The geoid height was determined by GEOID03.
 MO1228
 MO1228;                    North         East     Units Scale Factor Converg.
 MO1228;SPC WY E     -    61,441.434   183,146.752   MT  0.99994099   -0 07 54.0
 MO1228;UTM  13      - 4,544,720.993   469,146.758   MT  0.99961172   -0 14 28.1
 MO1228
 MO1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1228!SPC WY E     -   0.99962028  x   0.99994099  =   0.99956129
 MO1228!UTM  13      -   0.99962028  x   0.99961172  =   0.99923214
 MO1228
 MO1228                          SUPERSEDED SURVEY CONTROL
 MO1228
 MO1228  NAD 83(1993)-  41 03 11.29022(N)    105 22 01.74582(W) AD(       ) 3
 MO1228  NAD 83(1986)-  41 03 11.28937(N)    105 22 01.74521(W) AD(       ) 3
 MO1228  NAD 27      -  41 03 11.34484(N)    105 21 59.79546(W) AD(       ) 3
 MO1228  NGVD 29 (07/19/86) 2433.1    (m)         7983.     (f) VERT ANG       
 MO1228
 MO1228.Superseded values are not recommended for survey control.
 MO1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1228.See file dsdata.txt to determine how the superseded data were derived.
 MO1228
 MO1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6914744721(NAD 83)
 MO1228_MARKER: DD = SURVEY DISK
 MO1228_SETTING: 66 = SET IN ROCK OUTCROP
 MO1228_SP_SET: SET IN A ROCK LEDGE
 MO1228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO1228+STABILITY: POSITION/ELEVATION WELL
 MO1228
 MO1228  HISTORY     - Date     Condition        Report By
 MO1228  HISTORY     - 1947     MONUMENTED       USGS
 MO1228
 MO1228                          STATION DESCRIPTION
 MO1228
 MO1228'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1228'LOCATED IN ALBANY COUNTY, WYOMING, SEC. 32, T 13 N, R 71 W, ON
 MO1228'LEDGE ROCK 6 IN. ABOVE GROUND.
 MO1228'
 MO1228'TO REACH FROM LARAMIE, GO E. ON U.S. HIGHWAY 30 16.7 MI. TO T-RD.
 MO1228'SSW., THENCE GO RIGHT 0.25 MI. TO T-RD. NNE., THENCE GO LEFT 0.8 MI.
 MO1228'TO T-RD. S., THENCE GO RIGHT AND PAST AMES MONUMENT 2.05 MI. TO Y-RD.
 MO1228'N., THENCE GO S. (RIGHT) 2.55 MI. TO RAILROAD CROSSING AT DALE CREEK,
 MO1228'THENCE RIGHT 0.05 MI. TO Y-RD. E., THENCE GO SW. (LEFT) 1.95 MI. TO
 MO1228'Y-RD. W., THENCE GO SE. (RIGHT) 1.7 MI. TO FOOT OF HILL.  WALK TO TOP
 MO1228'AND STATION.
 MO1228'
 MO1228'STATION MARK--STANDARD TABLET, SET IN LEDGE ROCK, STAMPED ---VERDANT
 MO1228'1947---.
 MO1228'
 MO1228'REFERENCE MARK NO. 1--DRILL HOLE IN CHISELED ARROW, 36.4 FT. SW. OF
 MO1228'STATION ON APPROXIMATE BEARING 53 DEGREES 00 MINUTES.
 MO1228'
 MO1228'REFERENCE MARK NO. 2--DRILL HOLE IN CHISELED ARROW, 36.7 FT. NNE. OF
 MO1228'STATION ON APPROXIMATE BEARING 194 DEGREES 45 MINUTES.
 MO1228'
 MO1228'REFERENCE MARKS NO. 1 AND 2 ARE 70.3 FT. APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0843 ***********************************************************************
 OX0843  DESIGNATION -  VICTOR 2
 OX0843  PID         -  OX0843
 OX0843  STATE/COUNTY-  WY/TETON
 OX0843  USGS QUAD   -  RENDEZVOUS PEAK (1996)
 OX0843
 OX0843                         *CURRENT SURVEY CONTROL
 OX0843  ___________________________________________________________________
 OX0843* NAD 83(1993)-  43 31 51.90782(N)    110 58 50.92106(W)     ADJUSTED  
 OX0843* NAVD 88     -      3157.8    (meters)   10360.     (feet)  VERTCON   
 OX0843  ___________________________________________________________________
 OX0843  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 OX0843  GEOID HEIGHT-          -9.59  (meters)                     GEOID03
 OX0843
 OX0843  HORZ ORDER  -  FIRST
 OX0843
 OX0843.The horizontal coordinates were established by classical geodetic methods
 OX0843.and adjusted by the National Geodetic Survey in January 1997..
 OX0843
 OX0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0843
 OX0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0843
 OX0843.The geoid height was determined by GEOID03.
 OX0843
 OX0843;                    North         East     Units Scale Factor Converg.
 OX0843;SPC WY W     -   437,043.916   727,456.581   MT  1.00000221   -0 37 05.4
 OX0843;SPC ID E     -   207,781.199   295,854.134   MT  1.00006035   +0 49 00.5
 OX0843;UTM  12      - 4,819,793.865   501,550.493   MT  0.99960003   +0 00 47.6
 OX0843
 OX0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0843!SPC WY W     -   0.99950656  x   1.00000221  =   0.99950876
 OX0843!SPC ID E     -   0.99950656  x   1.00006035  =   0.99956688
 OX0843!UTM  12      -   0.99950656  x   0.99960003  =   0.99910678
 OX0843
 OX0843:                Primary Azimuth Mark                     Grid Az
 OX0843:SPC WY W     -  VICTOR 2 AZ MK                           152 02 40.9
 OX0843:SPC ID E     -  VICTOR 2 AZ MK                           150 36 35.0
 OX0843:UTM  12      -  VICTOR 2 AZ MK                           151 24 47.9
 OX0843
 OX0843|---------------------------------------------------------------------|
 OX0843| PID    Reference Object                     Distance      Geod. Az  |
 OX0843|                                                           dddmmss.s |
 OX0843| CP5987 VICTOR 2 AZ MK                                     1512535.5 |
 OX0843| CP5988 VICTOR RM 1                           2.120 METERS 26058     |
 OX0843| CP5989 VICTOR RM 2                           1.915 METERS 35216     |
 OX0843|---------------------------------------------------------------------|
 OX0843
 OX0843                          SUPERSEDED SURVEY CONTROL
 OX0843
 OX0843  NAD 83(1993)-  43 31 51.90520(N)    110 58 50.91510(W) AD(       ) 1
 OX0843  NAD 83(1986)-  43 31 51.89821(N)    110 58 50.90721(W) AD(       ) 1
 OX0843  NAD 27      -  43 31 52.17000(N)    110 58 48.12700(W) AD(       ) 1
 OX0843  NGVD 29 (07/19/86) 3156.4    (m)        10356.     (f) VERT ANG       
 OX0843
 OX0843.Superseded values are not recommended for survey control.
 OX0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0843.See file dsdata.txt to determine how the superseded data were derived.
 OX0843
 OX0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP0155019794(NAD 83)
 OX0843_MARKER: DS = TRIANGULATION STATION DISK
 OX0843_SETTING: 80 = SET IN A BOULDER
 OX0843_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OX0843
 OX0843  HISTORY     - Date     Condition        Report By
 OX0843  HISTORY     - 1929     MONUMENTED       USGS
 OX0843  HISTORY     - 1946     GOOD             USGS
 OX0843  HISTORY     - 1966     GOOD             USGS
 OX0843  HISTORY     - 1968     GOOD             USGS
 OX0843
 OX0843                          STATION DESCRIPTION
 OX0843
 OX0843'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (CL)
 OX0843'THE STATION IS LOCATED JUST EAST OF THE IDAHO-WYOMING STATE
 OX0843'LINE, ON THE SUMMIT OF A HIGH PROMINENT PEAK WHICH LAYS BETWEEN
 OX0843'MOOSE CREEK AND COAL CREEK AND IS THE HIGHEST POINT IN THE
 OX0843'VICINITY.  IT IS ABOUT 10 MILES, AIRLINE SOUTHEAST OF VICTOR,
 OX0843'IDAHO, 10-1/2 MILES NORTHWEST OF JACKSON, WYOMING, AND 3 MILES
 OX0843'NORTHWEST OF THE SUMMIT OF TETON PASS.
 OX0843'
 OX0843'THE STATION MARK IS A STANDARD USGS TRIANGULATION DISC
 OX0843'CEMENTED IN A 2 FEET BY 1 FOOT RECTANGULAR-SHAPED BOULDER
 OX0843'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 20 FEET EAST BY
 OX0843'NORTH OF A LARGE PILE OF BOULDERS.  IT IS STAMPED L G S 1929.
 OX0843'
 OX0843'REFERENCE MARK NO. 1 IS A STANDARD USGS DISC CEMENTED IN
 OX0843'ROUND BOULDER WHICH IS 1 FOOT IN DIAMETER AND APPROXIMATELY THE
 OX0843'SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED VICTOR NO 1
 OX0843'1931.
 OX0843'
 OX0843'REFERENCE MARK NO. 2 IS A STANDARD USGS DISC CEMENTED IN
 OX0843'BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 OX0843'APPROXIMATELY 3 FEET LOWER THAN THE STATION.  IT IS STAMPED
 OX0843'VICTOR NO 2 1941.
 OX0843'
 OX0843'THE AZIMUTH MARK IS ON THE SUMMIT OF TETON PASS.  IT IS A
 OX0843'STANDARD USC AND GS DISC WELDED ON THE TOP OF A THREE INCH
 OX0843'CAST IRON SOIL PIPE WHICH PROJECTS 2 INCHES.  IT IS 100 FEET
 OX0843'SOUTHWEST OF THE CENTER LINE OF HIGHWAY NO. 22 AND 4 FEET
 OX0843'SOUTHWEST OF A 4 INCH WOODEN POST ON THE NORTHEAST SIDE OF
 OX0843'THE HIGHWAY.  IS STAMPED VICTOR 2 USGS 1946.
 OX0843'
 OX0843'TO REACH THE STATION FROM JACKSON, WYOMING GO SOUTH AND WEST
 OX0843'ON STATE HIGHWAY NO. 22 TOWARD VICTOR FOR 15.8 MILES TO COAL
 OX0843'CREEK AT A CAMPING AREA.  TURN RIGHT UP CANYON ON A TRACK
 OX0843'ROAD AND GO 0.5 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 OX0843'FOLLOW A TRAIL NORTHERLY UP COAL CREEK FOR ABOUT 1-1/2 MILES
 OX0843'TO A SADDLE TO THE EAST OF THE PEAK.  TURN LEFT AND FOLLOW
 OX0843'A STEEP RIDGE WESTERLY TO THE HIGHEST POINT AND STATION.
 OX0843'A 4 HOUR BACK PACK.
 OX0843
 OX0843                          STATION RECOVERY (1966)
 OX0843
 OX0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OX0843'STATION MARK--A STANDARD USGS TRIANGULATION DISC STAMPED
 OX0843'---L G S 1929---, CEMENTED IN A 2 FOOT BY 1 FOOT RECTANGULAR-SHAPED
 OX0843'BOULDER WHICH PROJECTS ABOUT 4 INCHES.
 OX0843
 OX0843                          STATION RECOVERY (1968)
 OX0843
 OX0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0843'ORIGINAL STATION ---VICTOR--- ESTABLISHED BY USGS IN 1898 WAS
 OX0843'RECOVERED.  STATION WAS A CROSS, CHISELED IN A
 OX0843'LARGE ROCK.  USGS ESTABLISHED A NEW STATION MARK IN 1929.
 OX0843'
 OX0843'RECOVERED BY HELICOPTER.
 OX0843'
 OX0843'STATION MARK--STANDARD USGS TABLET, CEMENTED IN A 2 FT. X 1 FT.
 OX0843'BOULDER, STAMPED ---LGS 1929---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0790 ***********************************************************************
 MR0790  DESIGNATION -  VIEW
 MR0790  PID         -  MR0790
 MR0790  STATE/COUNTY-  WY/UINTA
 MR0790  USGS QUAD   -  MOUNTAIN VIEW (1980)
 MR0790
 MR0790                         *CURRENT SURVEY CONTROL
 MR0790  ___________________________________________________________________
 MR0790* NAD 83(1993)-  41 15 43.89928(N)    110 20 28.97708(W)     ADJUSTED  
 MR0790* NAVD 88     -      2141.0    (meters)    7024.     (feet)  VERTCON   
 MR0790  ___________________________________________________________________
 MR0790  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 MR0790  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 MR0790
 MR0790  HORZ ORDER  -  SECOND
 MR0790
 MR0790.The horizontal coordinates were established by classical geodetic methods
 MR0790.and adjusted by the National Geodetic Survey in January 1997..
 MR0790
 MR0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0790
 MR0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0790
 MR0790.The geoid height was determined by GEOID03.
 MR0790
 MR0790;                    North         East     Units Scale Factor Converg.
 MR0790;SPC WY W     -   184,669.724   778,376.590   MT  0.99994325   -0 10 12.7
 MR0790;UTM  12      - 4,568,072.906   555,170.816   MT  0.99963746   +0 26 03.7
 MR0790
 MR0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0790!SPC WY W     -   0.99966651  x   0.99994325  =   0.99960978
 MR0790!UTM  12      -   0.99966651  x   0.99963746  =   0.99930409
 MR0790
 MR0790:                Primary Azimuth Mark                     Grid Az
 MR0790:SPC WY W     -  VIEW AZ MK                               011 12 34.8
 MR0790:UTM  12      -  VIEW AZ MK                               010 36 18.4
 MR0790
 MR0790|---------------------------------------------------------------------|
 MR0790| PID    Reference Object                     Distance      Geod. Az  |
 MR0790|                                                           dddmmss.s |
 MR0790| CP5990 VIEW AZ MK                                         0110222.1 |
 MR0790| MR0791 LYMAN MUNICIPAL TANK                APPROX. 7.8 KM 0275253.7 |
 MR0790| CP5991 VIEW RM 1                                          16927     |
 MR0790| MR0789 MOUNTAIN VIEW UINTA N MST            43.105 METERS 18402     |
 MR0790| CP5992 VIEW RM 2                            14.540 METERS 26827     |
 MR0790|---------------------------------------------------------------------|
 MR0790
 MR0790                          SUPERSEDED SURVEY CONTROL
 MR0790
 MR0790  NAD 83(1986)-  41 15 43.88756(N)    110 20 28.96749(W) AD(       ) 2
 MR0790  NAD 27      -  41 15 44.06710(N)    110 20 26.40950(W) AD(       ) 2
 MR0790  NGVD 29 (07/19/86) 2139.7    (m)         7020.     (f) VERT ANG       
 MR0790
 MR0790.Superseded values are not recommended for survey control.
 MR0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0790.See file dsdata.txt to determine how the superseded data were derived.
 MR0790
 MR0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL5517168073(NAD 83)
 MR0790_MARKER: DS = TRIANGULATION STATION DISK
 MR0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0790
 MR0790  HISTORY     - Date     Condition        Report By
 MR0790  HISTORY     - 1962     MONUMENTED       CGS
 MR0790
 MR0790                          STATION DESCRIPTION
 MR0790
 MR0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0790'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF LYMAN, 4-1/2
 MR0790'MILES SOUTHEAST OF FORT BRIDGER, 1/2 MILE SOUTH OF MOUNTAIN
 MR0790'VIEW, 4 MILES SOUTH-SOUTHEAST OF URIE AND AT THE EXTREME
 MR0790'NORTH END OF TIPPERARY BENCH.
 MR0790'
 MR0790'TO REACH THE STATION FROM THE CROSSROADS IN URIE, GO SOUTH FOR
 MR0790'2.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  THIS IS 0.2 MILE
 MR0790'SOUTH OF A RANCH HOUSE ON THE RIGHT.  CONTINUE SOUTH FOR 1.0
 MR0790'MILE TO MOUNTAIN VIEW.  CONTINUE STRAIGHT AHEAD FOR 0.8 MILE
 MR0790'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 0.75 MILE TO A
 MR0790'3-WAY FORK.  TAKE THE EXTREME RIGHT FORK, PASS TO THE NORTH
 MR0790'OF FARM BUILDINGS, AND GO 0.3 MILE TO THE TOP OF A MESA.
 MR0790'CONTINUE FOR 0.15 MILE TO TWO TELEVISION MASTS AND THE
 MR0790'STATION.
 MR0790'
 MR0790'THE STATION MARK IS A STANDARD DISK, STAMPED VIEW 1962, SET
 MR0790'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 5
 MR0790'INCHES.  IT IS 3.6 FEET NORTH OF A WITNESS POST, 150 FEET
 MR0790'SOUTH-SOUTHEAST OF THE NORTH EDGE OF THE BENCH, 34 FEET EAST
 MR0790'OF THE WEST EDGE OF THE BENCH AND 59 FEET WEST OF THE EAST
 MR0790'EDGE OF THE BENCH, 141.42 FEET, (43.105 METERS) NORTH OF THE
 MR0790'NORTH ONE OF TWO TELEVISION MASTS.
 MR0790'
 MR0790'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VIEW NO 1 1962,
 MR0790'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 2
 MR0790'INCHES.  IT IS 25 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 MR0790'BENCH.
 MR0790'
 MR0790'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VIEW NO 2 1962,
 MR0790'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 2
 MR0790'INCHES.  IT IS 5 FEET EAST OF THE WEST EDGE OF THE BENCH.
 MR0790'
 MR0790'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED VIEW 1962, SET
 MR0790'IN THE TOP OF 12 BY 12 INCH CONCRETE POST PROJECTING 5 INCHES.
 MR0790'IT IS 2.4 FEET SOUTH OF A WITNESS POST, 58.9 FEET EAST OF THE
 MR0790'CENTERLINE OF THE ROAD, 1 FOOT WEST OF A FENCE, 150 FEET
 MR0790'NORTH-NORTHEAST OF A BRIDGE AND 38.8 FEET NORTHWEST OF A
 MR0790'POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0424 ***********************************************************************
 NR0424  DESIGNATION -  VILLE
 NR0424  PID         -  NR0424
 NR0424  STATE/COUNTY-  WY/NATRONA
 NR0424  USGS QUAD   -  ERVAY BASIN (1986)
 NR0424
 NR0424                         *CURRENT SURVEY CONTROL
 NR0424  ___________________________________________________________________
 NR0424* NAD 83(1993)-  42 54 37.72397(N)    107 23 13.50978(W)     ADJUSTED  
 NR0424* NAVD 88     -      1975.4    (meters)    6481.     (feet)  VERTCON   
 NR0424  ___________________________________________________________________
 NR0424  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 NR0424  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 NR0424
 NR0424  HORZ ORDER  -  THIRD
 NR0424  VERT ORDER  -  THIRD ? (See Below)
 NR0424
 NR0424.The horizontal coordinates were established by classical geodetic methods
 NR0424.and adjusted by the National Geodetic Survey in January 1997..
 NR0424
 NR0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0424.The vertical order pertains to the NGVD 29 superseded value.
 NR0424
 NR0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0424
 NR0424.The geoid height was determined by GEOID03.
 NR0424
 NR0424;                    North         East     Units Scale Factor Converg.
 NR0424;SPC WYEC     -   367,710.734   395,610.868   MT  0.99993774   -0 02 11.8
 NR0424;UTM  13      - 4,753,638.165   305,146.121   MT  1.00006711   -1 37 32.8
 NR0424
 NR0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0424!SPC WYEC     -   0.99969234  x   0.99993774  =   0.99963010
 NR0424!UTM  13      -   0.99969234  x   1.00006711  =   0.99975943
 NR0424
 NR0424:                Primary Azimuth Mark                     Grid Az
 NR0424:SPC WYEC     -  RADAR                                    073 35 41.2
 NR0424:UTM  13      -  RADAR                                    075 11 02.2
 NR0424
 NR0424|---------------------------------------------------------------------|
 NR0424| PID    Reference Object                     Distance      Geod. Az  |
 NR0424|                                                           dddmmss.s |
 NR0424| NR0412 RADAR                               APPROX. 4.0 KM 0733329.4 |
 NR0424|---------------------------------------------------------------------|
 NR0424
 NR0424                          SUPERSEDED SURVEY CONTROL
 NR0424
 NR0424  NAD 83(1986)-  42 54 37.71762(N)    107 23 13.50907(W) AD(       ) 3
 NR0424  NAD 27      -  42 54 37.87945(N)    107 23 11.27647(W) AD(       ) 3
 NR0424  NGVD 29 (07/19/86) 1974.3    (m)         6477.     (f) LEVELING    3  
 NR0424
 NR0424.Superseded values are not recommended for survey control.
 NR0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0424.See file dsdata.txt to determine how the superseded data were derived.
 NR0424
 NR0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0514653638(NAD 83)
 NR0424
 NR0424  HISTORY     - Date     Condition        Report By
 NR0424  HISTORY     - 1950     MONUMENTED       USGS
 NR0424  HISTORY     - 1957     GOOD             USGS
 NR0424
 NR0424                          STATION DESCRIPTION
 NR0424
 NR0424'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NR0424'RECOVERED IN GOOD CONDITION.
 NR0424'
 NR0424'STATION IS LOCATED 0.5 MI. W. OF RADARVILLE, 7.5 MI. SW. OF WALTMAN
 NR0424'AND 7.0 MI. S. OF HILAND (AIRLINE DISTANCES).  IT IS 1302 FT. W. OF
 NR0424'A T-RD.  IT IS IN NE. 1/4 SEC. 21, T 34 N, R 88 W.
 NR0424'
 NR0424'TO REACH STATION FROM HARTS STORE IN WALTMAN, GO S. ON WELL-TRAVELED,
 NR0424'GRADED RD. 1.3 MI. TO Y-RD., TAKE RIGHT HAND FORK AND CONTINUE SW. FOR
 NR0424'15.4 MI. TO CROSS-RDS., TURN RIGHT (NW.) AND FOLLOW RIDGE ON BULLDOZED
 NR0424'RD. FOR 0.3 MI.  STATION IS 40 FT. S. OF RD.
 NR0424'
 NR0424'STATION MARK--STANDARD TABLET, IN A CONCRETE POST, PROJECTING 0.8 FT.
 NR0424'ABOVE THE GROUND, AND STAMPED ---WR VILLE 1950 6477---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0341 ***********************************************************************
 OV0341  DESIGNATION -  VOR
 OV0341  PID         -  OV0341
 OV0341  STATE/COUNTY-  WY/JOHNSON
 OV0341  USGS QUAD   -  ELAINE DRAW (1961)
 OV0341
 OV0341                         *CURRENT SURVEY CONTROL
 OV0341  ___________________________________________________________________
 OV0341* NAD 83(1993)-  43 59 49.26787(N)    106 26 06.08211(W)     ADJUSTED  
 OV0341* NAVD 88     -      1467.1    (meters)    4813.     (feet)  VERTCON   
 OV0341  ___________________________________________________________________
 OV0341  LAPLACE CORR-          -8.06  (seconds)                    DEFLEC99
 OV0341  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 OV0341
 OV0341  HORZ ORDER  -  THIRD
 OV0341  VERT ORDER  -  THIRD ? (See Below)
 OV0341
 OV0341.The horizontal coordinates were established by classical geodetic methods
 OV0341.and adjusted by the National Geodetic Survey in January 1997..
 OV0341
 OV0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0341.The vertical order pertains to the NGVD 29 superseded value.
 OV0341
 OV0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0341
 OV0341.The geoid height was determined by GEOID03.
 OV0341
 OV0341;                    North         East     Units Scale Factor Converg.
 OV0341;SPC WYEC     -   488,810.445   472,049.280   MT  1.00000132   +0 37 26.4
 OV0341;UTM  13      - 4,872,542.692   384,942.120   MT  0.99976282   -0 59 48.9
 OV0341
 OV0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0341!SPC WYEC     -   0.99977217  x   1.00000132  =   0.99977349
 OV0341!UTM  13      -   0.99977217  x   0.99976282  =   0.99953504
 OV0341
 OV0341:                Primary Azimuth Mark                     Grid Az
 OV0341:SPC WYEC     -  CRAIN                                    273 18 01.6
 OV0341:UTM  13      -  CRAIN                                    274 55 16.9
 OV0341
 OV0341|---------------------------------------------------------------------|
 OV0341| PID    Reference Object                     Distance      Geod. Az  |
 OV0341|                                                           dddmmss.s |
 OV0341| PW0459 CRAIN                               APPROX. 5.5 KM 2735528.0 |
 OV0341|---------------------------------------------------------------------|
 OV0341
 OV0341                          SUPERSEDED SURVEY CONTROL
 OV0341
 OV0341  NAD 83(1986)-  43 59 49.24966(N)    106 26 06.05205(W) AD(       ) 3
 OV0341  NAD 27      -  43 59 49.32961(N)    106 26 03.92072(W) AD(       ) 3
 OV0341  NGVD 29 (07/19/86) 1466.3    (m)         4811.     (f) LEVELING    3  
 OV0341
 OV0341.Superseded values are not recommended for survey control.
 OV0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0341.See file dsdata.txt to determine how the superseded data were derived.
 OV0341
 OV0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ8494272543(NAD 83)
 OV0341_MARKER: DD = SURVEY DISK
 OV0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0341_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OV0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0341+STABILITY: SURFACE MOTION
 OV0341
 OV0341  HISTORY     - Date     Condition        Report By
 OV0341  HISTORY     - 1958     MONUMENTED       USGS
 OV0341
 OV0341                          STATION DESCRIPTION
 OV0341
 OV0341'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0341'STATION IS LOCATED ON A GRASSY RIDGE 0.2 MI. S. OF CAA CRAZY WOMAN
 OV0341'VOR RADIO STATION, ABOUT  21.6 MI. AIR NW. OF SUSSEX AND ABOUT 22 MI.
 OV0341'AIR NE. OF KAYCEE.
 OV0341'
 OV0341'TO REACH STATION FROM SUSSEX POST OFFICE, FOLLOW STATE SECONDARY
 OV0341'HIGHWAY 1002 N. AND W. FOR 2.1 MI. TO T-RD. N., TAKE GRAVEL RD. N.
 OV0341'7.0 MI. TO T-RD. W., TAKE RD. W. AND N. 16.7 MI. TO T-DRIVE E. LEADING
 OV0341'TO CRAZY WOMAN VOR RADIO STATION, THENCE RIGHT 0.15 MI. TO RADIO
 OV0341'BUILDING THENCE 0.2 MI. S. CROSS COUNTRY ALONG TOP OF RIDGE TO STATION
 OV0341'SITE.
 OV0341'
 OV0341'STATION MARK - STANDARD TRIANGULATION TABLET SET IN 6 X 6 INCH
 OV0341'CONCRETE PROJECTING 0.6 FT. ABOVE GROUND, STAMPED ---VOR 1958---.
 OV0341'
 OV0341'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0451 ***********************************************************************
 OW0451  DESIGNATION -  VS 34
 OW0451  PID         -  OW0451
 OW0451  STATE/COUNTY-  WY/FREMONT
 OW0451  USGS QUAD   -  LOOKOUT BUTTE SW (1978)
 OW0451
 OW0451                         *CURRENT SURVEY CONTROL
 OW0451  ___________________________________________________________________
 OW0451* NAD 83(1993)-  43 15 46.63363(N)    108 59 25.13975(W)     ADJUSTED  
 OW0451* NAVD 88     -      1771.04   (+/-2cm)    5810.5    (feet)  VERTCON   
 OW0451  ___________________________________________________________________
 OW0451  LAPLACE CORR-         -14.69  (seconds)                    DEFLEC99
 OW0451  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 OW0451
 OW0451  HORZ ORDER  -  THIRD
 OW0451  VERT ORDER  -  THIRD ? (See Below)
 OW0451
 OW0451.The horizontal coordinates were established by classical geodetic methods
 OW0451.and adjusted by the National Geodetic Survey in January 1997..
 OW0451
 OW0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0451.The vertical order pertains to the NGVD 29 superseded value.
 OW0451
 OW0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0451
 OW0451.The geoid height was determined by GEOID03.
 OW0451
 OW0451;                    North         East     Units Scale Factor Converg.
 OW0451;SPC WYWC     -   306,892.924   580,489.337   MT  0.99994218   -0 09 52.9
 OW0451;UTM  12      - 4,791,976.929   663,107.811   MT  0.99992727   +1 22 39.5
 OW0451
 OW0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0451!SPC WYWC     -   0.99972408  x   0.99994218  =   0.99966628
 OW0451!UTM  12      -   0.99972408  x   0.99992727  =   0.99965137
 OW0451
 OW0451:                Primary Azimuth Mark                     Grid Az
 OW0451:SPC WYWC     -  CROWHEART                                301 38 33.2
 OW0451:UTM  12      -  CROWHEART                                300 06 00.8
 OW0451
 OW0451|---------------------------------------------------------------------|
 OW0451| PID    Reference Object                     Distance      Geod. Az  |
 OW0451|                                                           dddmmss.s |
 OW0451| OW0328 CROWHEART                           APPROX.10.0 KM 3012840.3 |
 OW0451|---------------------------------------------------------------------|
 OW0451
 OW0451                          SUPERSEDED SURVEY CONTROL
 OW0451
 OW0451  NAD 83(1986)-  43 15 46.62298(N)    108 59 25.14145(W) AD(       ) 3
 OW0451  NGVD 29 (11/06/89) 1770.01   (m)         5807.1    (f) LEVELING    3  
 OW0451
 OW0451.Superseded values are not recommended for survey control.
 OW0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0451.See file dsdata.txt to determine how the superseded data were derived.
 OW0451
 OW0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6310891977(NAD 83)
 OW0451_MARKER: DS = TRIANGULATION STATION DISK
 OW0451_SETTING: 0 = UNSPECIFIED SETTING
 OW0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0451
 OW0451  HISTORY     - Date     Condition        Report By
 OW0451  HISTORY     - 1948     MONUMENTED       USGS
 OW0451
 OW0451                          STATION DESCRIPTION
 OW0451
 OW0451'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0451'STATION IS LOCATED ABOUT 3.0 MI. NW. OF DIVERSION DAM, ABOUT 6.5 MI.
 OW0451'SE. OF CROWHEART BUTTE, AND AT --T-- IMPROVED RDS. INTERSECTION 1.0
 OW0451'MI. DUE S. OF STEAMBOAT BUTTE, IN SEC. 3, T 3 N, R 2 W.
 OW0451'
 OW0451'TO REACH FROM DIVERSION DAM, GO E. ON STATE HIGHWAY 287 1.2 MI. TO
 OW0451'BRIDGE ACROSS IRRIGATION CANAL, CONTINUE E. 0.1 MI. TO
 OW0451'T-INTERSECTION GRADED RD. ON LEFT, TURN LEFT ON GRADED RD. AND GO
 OW0451'N. 1.2 MI. TO T-INTERSECTION, TURN LEFT AND GO W-NW. 2.7 MI. TO
 OW0451'T-RDS. INTERSECTION, DUE S. OF STEAMBOAT BUTTE.  STATION IS
 OW0451'U.S.G.S. BM VS 34 (1948) AND IS 61 FT. S. OF INTERSECTION.
 OW0451'
 OW0451'STATION MARK--STANDARD TABLET STAMPED---VS 34 1948---, SET IN
 OW0451'CONCRETE MONUMENT PROJECTING 0.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0452 ***********************************************************************
 OW0452  DESIGNATION -  VS 35
 OW0452  PID         -  OW0452
 OW0452  STATE/COUNTY-  WY/FREMONT
 OW0452  USGS QUAD   -  LOOKOUT BUTTE SW (1978)
 OW0452
 OW0452                         *CURRENT SURVEY CONTROL
 OW0452  ___________________________________________________________________
 OW0452* NAD 83(1993)-  43 15 00.53095(N)    108 57 22.52385(W)     ADJUSTED  
 OW0452* NAVD 88     -      1756.18   (+/-2cm)    5761.7    (feet)  VERTCON   
 OW0452  ___________________________________________________________________
 OW0452  LAPLACE CORR-         -14.80  (seconds)                    DEFLEC99
 OW0452  GEOID HEIGHT-         -11.30  (meters)                     GEOID03
 OW0452
 OW0452  HORZ ORDER  -  THIRD
 OW0452  VERT ORDER  -  THIRD ? (See Below)
 OW0452
 OW0452.The horizontal coordinates were established by classical geodetic methods
 OW0452.and adjusted by the National Geodetic Survey in January 1997..
 OW0452
 OW0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0452.The vertical order pertains to the NGVD 29 superseded value.
 OW0452
 OW0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0452
 OW0452.The geoid height was determined by GEOID03.
 OW0452
 OW0452;                    North         East     Units Scale Factor Converg.
 OW0452;SPC WYWC     -   305,462.876   583,251.067   MT  0.99994095   -0 08 28.8
 OW0452;UTM  12      - 4,790,621.736   665,907.002   MT  0.99993860   +1 24 02.4
 OW0452
 OW0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0452!SPC WYWC     -   0.99972644  x   0.99994095  =   0.99966741
 OW0452!UTM  12      -   0.99972644  x   0.99993860  =   0.99966506
 OW0452
 OW0452:                Primary Azimuth Mark                     Grid Az
 OW0452:SPC WYWC     -  ERVA                                     031 46 12.2
 OW0452:UTM  12      -  ERVA                                     030 13 41.0
 OW0452
 OW0452|---------------------------------------------------------------------|
 OW0452| PID    Reference Object                     Distance      Geod. Az  |
 OW0452|                                                           dddmmss.s |
 OW0452| OW0406 ERVA                                APPROX.10.8 KM 0313743.4 |
 OW0452|---------------------------------------------------------------------|
 OW0452
 OW0452                          SUPERSEDED SURVEY CONTROL
 OW0452
 OW0452  NAD 83(1986)-  43 15 00.51958(N)    108 57 22.52659(W) AD(       ) 3
 OW0452  NGVD 29 (11/06/89) 1755.16   (m)         5758.4    (f) LEVELING    3  
 OW0452
 OW0452.Superseded values are not recommended for survey control.
 OW0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0452.See file dsdata.txt to determine how the superseded data were derived.
 OW0452
 OW0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6590790622(NAD 83)
 OW0452_MARKER: DB = BENCH MARK DISK
 OW0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0452
 OW0452  HISTORY     - Date     Condition        Report By
 OW0452  HISTORY     - 1948     MONUMENTED       USGS
 OW0452
 OW0452                          STATION DESCRIPTION
 OW0452
 OW0452'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 OW0452'STATION IS LOCATED ABOUT 1.8 MI. DUE N. OF DIVERSION DAM, ABOUT 2.5
 OW0452'MI. SE. OF STEAMBOAT BUTTE, ABOUT 0.6 MI. SW. OF PASUP CREEK, AND ON
 OW0452'THE S. EDGE OF THE GRADED RD. TO CROWHEART BUTTE (FROM DIVERSION DAM),
 OW0452'IN SEC. 11, T 3 N, R 2 W.
 OW0452'
 OW0452'TO REACH FROM DIVERSION DAM, GO E. ON STATE HIGHWAY 287 1.2 MI. TO
 OW0452'BRIDGE ACROSS IRRIGATION CANAL, CONTINUE E. 0.1 MI. TO GRADED RD.
 OW0452'INTERSECTION ON LEFT, TURN LEFT ON GRADED RD. AND GO N. 1.2 MI. TO
 OW0452'T-INTERSECTION, TURN LEFT AND GO W-NW. 0.6 MI. TO STATION.
 OW0452'
 OW0452'STATION MARK--A STANDARD BENCHMARK TABLET STAMPED---VS 35 1948---,
 OW0452'IN TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND.
 OW0452'
 OW0452'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1046 ***********************************************************************
 PY1046  DESIGNATION -  VS 39
 PY1046  PID         -  PY1046
 PY1046  STATE/COUNTY-  WY/PARK
 PY1046  USGS QUAD   -  LAMAR CANYON (1986)
 PY1046
 PY1046                         *CURRENT SURVEY CONTROL
 PY1046  ___________________________________________________________________
 PY1046* NAD 83(1986)-  44 55 12.     (N)    110 19 07.     (W)     SCALED    
 PY1046* NAVD 88     -      1915.734  (meters)    6285.20   (feet)  ADJUSTED  
 PY1046  ___________________________________________________________________
 PY1046  GEOID HEIGHT-          -8.24  (meters)                     GEOID03
 PY1046  DYNAMIC HT  -        1914.732 (meters)    6281.92  (feet)  COMP
 PY1046  MODELED GRAV-     980,025.6   (mgal)                       NAVD 88
 PY1046
 PY1046  VERT ORDER  -  FIRST     CLASS II
 PY1046
 PY1046.The horizontal coordinates were scaled from a topographic map and have
 PY1046.an estimated accuracy of +/- 6 seconds.
 PY1046
 PY1046.The orthometric height was determined by differential leveling
 PY1046.and adjusted by the National Geodetic Survey in June 1991..
 PY1046
 PY1046.The geoid height was determined by GEOID03.
 PY1046
 PY1046.The dynamic height is computed by dividing the NAVD 88
 PY1046.geopotential number by the normal gravity value computed on the
 PY1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1046.degrees latitude (g = 980.6199 gals.).
 PY1046
 PY1046.The modeled gravity was interpolated from observed gravity values.
 PY1046
 PY1046;                    North         East    Units  Estimated Accuracy
 PY1046;SPC WYWC     -   492,170.      476,160.      MT  (+/- 180 meters Scaled)
 PY1046
 PY1046                          SUPERSEDED SURVEY CONTROL
 PY1046
 PY1046  NGVD 29 (08/20/92) 1914.516  (m)         6281.21   (f) ADJUSTED    1 2
 PY1046
 PY1046.Superseded values are not recommended for survey control.
 PY1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1046.See file dsdata.txt to determine how the superseded data were derived.
 PY1046
 PY1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ537742(NAD 83)
 PY1046_MARKER: DB = BENCH MARK DISK
 PY1046_SETTING: 80 = SET IN A BOULDER
 PY1046_SP_SET: BOULDER
 PY1046_STAMPING: VS 39 1936 6284
 PY1046_MARK LOGO: USGS  
 PY1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1046+STABILITY: SURFACE MOTION
 PY1046
 PY1046  HISTORY     - Date     Condition        Report By
 PY1046  HISTORY     - 1936     MONUMENTED       USGS
 PY1046  HISTORY     - 1987     GOOD             NGS
 PY1046
 PY1046                          STATION DESCRIPTION
 PY1046
 PY1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1046'9.4 KM (5.85 MI) EAST FROM TOWER JUNCTION.
 PY1046'9.4 KM (5.85 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1046'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN TOP OF
 PY1046'A 3 BY 10 FOOT BOULDER, 150.0 M (492.1 FT) WEST OF THE CENTER OF A
 PY1046'DIRT ROAD LEADING NORTH TO A CAMPGROUND, 99.0 M (324.8 FT) NORTHWEST
 PY1046'OF THE CENTERLINE OF THE HIGHWAY, 23.0 M (75.5 FT) NORTHWEST OF THE
 PY1046'CENTER OF A DIRT SERVICE ROAD LEADING WEST TO LAMAR RIVER, AND 1.5 M
 PY1046'(4.9 FT) SOUTHWEST OF THE LARGEST BOULDER IN THE AREA.
 PY1046'THE MARK IS 0.9 M ABOVE THE SERVICE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1042 ***********************************************************************
 PY1042  DESIGNATION -  VS 40
 PY1042  PID         -  PY1042
 PY1042  STATE/COUNTY-  WY/PARK
 PY1042  USGS QUAD   -  LAMAR CANYON (1986)
 PY1042
 PY1042                         *CURRENT SURVEY CONTROL
 PY1042  ___________________________________________________________________
 PY1042* NAD 83(1986)-  44 54 40.     (N)    110 21 18.     (W)     SCALED    
 PY1042* NAVD 88     -      1896.415  (meters)    6221.82   (feet)  ADJUSTED  
 PY1042  ___________________________________________________________________
 PY1042  GEOID HEIGHT-          -8.34  (meters)                     GEOID03
 PY1042  DYNAMIC HT  -        1895.378 (meters)    6218.42  (feet)  COMP
 PY1042  MODELED GRAV-     980,003.4   (mgal)                       NAVD 88
 PY1042
 PY1042  VERT ORDER  -  FIRST     CLASS II
 PY1042
 PY1042.The horizontal coordinates were scaled from a topographic map and have
 PY1042.an estimated accuracy of +/- 6 seconds.
 PY1042
 PY1042.The orthometric height was determined by differential leveling
 PY1042.and adjusted by the National Geodetic Survey in June 1991..
 PY1042
 PY1042.The geoid height was determined by GEOID03.
 PY1042
 PY1042.The dynamic height is computed by dividing the NAVD 88
 PY1042.geopotential number by the normal gravity value computed on the
 PY1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1042.degrees latitude (g = 980.6199 gals.).
 PY1042
 PY1042.The modeled gravity was interpolated from observed gravity values.
 PY1042
 PY1042;                    North         East    Units  Estimated Accuracy
 PY1042;SPC WYWC     -   491,240.      473,260.      MT  (+/- 180 meters Scaled)
 PY1042
 PY1042                          SUPERSEDED SURVEY CONTROL
 PY1042
 PY1042  NGVD 29 (08/20/92) 1895.154  (m)         6217.68   (f) ADJUSTED    1 2
 PY1042
 PY1042.Superseded values are not recommended for survey control.
 PY1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1042.See file dsdata.txt to determine how the superseded data were derived.
 PY1042
 PY1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ509732(NAD 83)
 PY1042_MARKER: DB = BENCH MARK DISK
 PY1042_SETTING: 80 = SET IN A BOULDER
 PY1042_SP_SET: BOULDER
 PY1042_STAMPING: VS 40 1936 6217
 PY1042_MARK LOGO: USGS  
 PY1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1042+STABILITY: SURFACE MOTION
 PY1042
 PY1042  HISTORY     - Date     Condition        Report By
 PY1042  HISTORY     - 1936     MONUMENTED       USGS
 PY1042  HISTORY     - 1987     GOOD             NGS
 PY1042
 PY1042                          STATION DESCRIPTION
 PY1042
 PY1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1042'5.8 KM (3.60 MI) EAST FROM TOWER JUNCTION.
 PY1042'5.8 KM (3.60 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1042'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, IN TOP OF
 PY1042'A 6 BY 20 FOOT BOULDER THAT PROJECTS 9 FEET ON THE SOUTH SIDE, 310.0
 PY1042'M (1017.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 12.0 M
 PY1042'(39.4 FT) NORTH OF THE CENTER OF A DIM TRAIL (OLD HIGHWAY).
 PY1042'THE MARK IS 3.0 M ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1077 ***********************************************************************
 PY1077  DESIGNATION -  VS 41
 PY1077  PID         -  PY1077
 PY1077  STATE/COUNTY-  WY/PARK
 PY1077  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1077
 PY1077                         *CURRENT SURVEY CONTROL
 PY1077  ___________________________________________________________________
 PY1077* NAD 83(1986)-  44 54 50.     (N)    110 23 32.     (W)     SCALED    
 PY1077* NAVD 88     -      1908.921  (meters)    6262.85   (feet)  ADJUSTED  
 PY1077  ___________________________________________________________________
 PY1077  GEOID HEIGHT-          -8.40  (meters)                     GEOID03
 PY1077  DYNAMIC HT  -        1907.884 (meters)    6259.45  (feet)  COMP
 PY1077  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 PY1077
 PY1077  VERT ORDER  -  FIRST     CLASS II
 PY1077
 PY1077.The horizontal coordinates were scaled from a topographic map and have
 PY1077.an estimated accuracy of +/- 6 seconds.
 PY1077
 PY1077.The orthometric height was determined by differential leveling
 PY1077.and adjusted by the National Geodetic Survey in June 1991..
 PY1077
 PY1077.The geoid height was determined by GEOID03.
 PY1077
 PY1077.The dynamic height is computed by dividing the NAVD 88
 PY1077.geopotential number by the normal gravity value computed on the
 PY1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1077.degrees latitude (g = 980.6199 gals.).
 PY1077
 PY1077.The modeled gravity was interpolated from observed gravity values.
 PY1077
 PY1077;                    North         East    Units  Estimated Accuracy
 PY1077;SPC WYWC     -   491,610.      470,330.      MT  (+/- 180 meters Scaled)
 PY1077
 PY1077                          SUPERSEDED SURVEY CONTROL
 PY1077
 PY1077  NGVD 29 (08/20/92) 1907.667  (m)         6258.74   (f) ADJUSTED    1 2
 PY1077
 PY1077.Superseded values are not recommended for survey control.
 PY1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1077.See file dsdata.txt to determine how the superseded data were derived.
 PY1077
 PY1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ479735(NAD 83)
 PY1077_MARKER: DB = BENCH MARK DISK
 PY1077_SETTING: 80 = SET IN A BOULDER
 PY1077_SP_SET: BOULDER
 PY1077_STAMPING: VS 41 1936 6258
 PY1077_MARK LOGO: USGS  
 PY1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1077+STABILITY: SURFACE MOTION
 PY1077
 PY1077  HISTORY     - Date     Condition        Report By
 PY1077  HISTORY     - 1936     MONUMENTED       USGS
 PY1077  HISTORY     - 1987     GOOD             NGS
 PY1077
 PY1077                          STATION DESCRIPTION
 PY1077
 PY1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1077'2.8 KM (1.75 MI) EAST FROM TOWER JUNCTION.
 PY1077'2.8 KM (1.75 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1077'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, NEAR THE
 PY1077'CENTER OF A LARGE DOME SHAPED BPULDER AT THE NORTHEAST END OF A SMALL
 PY1077'POND, AND 75.0 M (246.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 PY1077'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0453 ***********************************************************************
 OW0453  DESIGNATION -  VS 75
 OW0453  PID         -  OW0453
 OW0453  STATE/COUNTY-  WY/FREMONT
 OW0453  USGS QUAD   -  LOST WELLS BUTTE (1978)
 OW0453
 OW0453                         *CURRENT SURVEY CONTROL
 OW0453  ___________________________________________________________________
 OW0453* NAD 83(1993)-  43 13 55.36876(N)    108 27 36.81780(W)     ADJUSTED  
 OW0453* NAVD 88     -      1615.40   (+/-2cm)    5299.9    (feet)  VERTCON   
 OW0453  ___________________________________________________________________
 OW0453  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 OW0453  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 OW0453
 OW0453  HORZ ORDER  -  THIRD
 OW0453  VERT ORDER  -  THIRD ? (See Below)
 OW0453
 OW0453.The horizontal coordinates were established by classical geodetic methods
 OW0453.and adjusted by the National Geodetic Survey in January 1997..
 OW0453
 OW0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0453.The vertical order pertains to the NGVD 29 superseded value.
 OW0453
 OW0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0453
 OW0453.The geoid height was determined by GEOID03.
 OW0453
 OW0453;                    North         East     Units Scale Factor Converg.
 OW0453;SPC WYWC     -   303,472.184   623,537.782   MT  0.99994431   +0 11 54.5
 OW0453;UTM  12      - 4,789,715.695   706,236.255   MT  1.00012325   +1 44 24.9
 OW0453
 OW0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0453!SPC WYWC     -   0.99974890  x   0.99994431  =   0.99969323
 OW0453!UTM  12      -   0.99974890  x   1.00012325  =   0.99987212
 OW0453
 OW0453:                Primary Azimuth Mark                     Grid Az
 OW0453:SPC WYWC     -  FIVE MILE                                292 46 29.6
 OW0453:UTM  12      -  FIVE MILE                                291 13 59.2
 OW0453
 OW0453|---------------------------------------------------------------------|
 OW0453| PID    Reference Object                     Distance      Geod. Az  |
 OW0453|                                                           dddmmss.s |
 OW0453| OW0407 FIVE MILE                           APPROX. 2.7 KM 2925824.1 |
 OW0453|---------------------------------------------------------------------|
 OW0453
 OW0453                          SUPERSEDED SURVEY CONTROL
 OW0453
 OW0453  NAD 83(1986)-  43 13 55.35479(N)    108 27 36.82249(W) AD(       ) 3
 OW0453  NGVD 29 (11/06/89) 1614.39   (m)         5296.5    (f) LEVELING    3  
 OW0453
 OW0453.Superseded values are not recommended for survey control.
 OW0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0453.See file dsdata.txt to determine how the superseded data were derived.
 OW0453
 OW0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0623689716(NAD 83)
 OW0453_MARKER: DS = TRIANGULATION STATION DISK
 OW0453_SETTING: 0 = UNSPECIFIED SETTING
 OW0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0453
 OW0453  HISTORY     - Date     Condition        Report By
 OW0453  HISTORY     - 1949     MONUMENTED       USGS
 OW0453
 OW0453                          STATION DESCRIPTION
 OW0453
 OW0453'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 OW0453'STATION IS LOCATED ABOUT 15 MI. NW. OF RIVERTON, WYOMING, 6 MI. NW. OF
 OW0453'LOST WELLS BUTTE, 754.60 FT. N. OF CORNER OF SECS. 18 AND 19, T 3 N,
 OW0453'R 4 E.
 OW0453'
 OW0453'TO REACH FROM JUNCTION OF STATE HIGHWAY 320 AND MISSOURI VALLEY RD.,
 OW0453'GO W. ON MISSOURI VALLEY RD. FOR 8.0 MI. TO CURVE IN RD., TURN RIGHT
 OW0453'AND GO N. 1.0 MI. TO CURVE IN RD., TURN RIGHT (NE.) 0.3 MI. TO BRIDGE
 OW0453'OVER FIVE MILE CREEK, CROSS BRIDGE AND GO N. 1.4 MI. TO JUNCTION OF
 OW0453'RD. NW., TURN LEFT AND GO NW. 3.0 MI. TO JUNCTION OF RD. N. AND POWER
 OW0453'LINE, STATION IS 88 FT. W. OF CENTER OF RD. AND DIRECTLY UNDER POWER
 OW0453'LINE.  LOCATED 0.2 MI. N. OF THE SE. COR. SEC. 13, T 3 N, R 3 E.
 OW0453'
 OW0453'STATION MARK--STANDARD TABLET STAMPED---VS 75 5297 1948---, SET IN
 OW0453'TOP OF CONCRETE POST.
 OW0453'
 OW0453'REFERENCE MARK--COPPER NAIL AND WASHER SET IN TOP OF CONCRETE POST,
 OW0453'165.00 FT. N. OF STATION MARK, N 00 DEGREES 21 MINUTES
 OW0453'SE.
 OW0453'
 OW0453'CORNER OF SECS. 13, 19, AND 18, T 3 N, R 3 AND 4 E (U.E. 5251.6, SEE
 OW0453'SCHRODER LEVEL BOOK 19, PAGE 60), 754.60 FT. S. OF STATION MARK IN
 OW0453'TRUE AZIMUTH 357 DEGREES 44 MINUTES 42 SECONDS.  LEVEL ELEVATION
 OW0453'5251.4.
 OW0453'
 OW0453'CORNER OF SECS. 13, 24, AND 19, T 3 N, R 3 AND 4 E (U.E. 5246.4, SEE
 OW0453'SCHRODER LEVEL BOOK 19, PAGE 59), 949.30 FT. S. OF STATION MARK IN
 OW0453'TRUE AZIMUTH 358 DEGREES 06 MINUTES 16 SECONDS.  LEVEL ELEVATION
 OW0453'5246.2.
 OW0453'
 OW0453'DISTANCE BETWEEN CORNERS IS 194.45 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0729 ***********************************************************************
 MO0729  DESIGNATION -  W
 MO0729  PID         -  MO0729
 MO0729  STATE/COUNTY-  WY/ALBANY
 MO0729  USGS QUAD   -  CANNONBALL CUT (1981)
 MO0729
 MO0729                         *CURRENT SURVEY CONTROL
 MO0729  ___________________________________________________________________
 MO0729* NAD 83(1986)-  41 50 30.     (N)    105 51 57.     (W)     SCALED    
 MO0729* NAVD 88     -      2044.826  (meters)    6708.73   (feet)  ADJUSTED  
 MO0729  ___________________________________________________________________
 MO0729  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 MO0729  DYNAMIC HT  -        2043.148 (meters)    6703.23  (feet)  COMP
 MO0729  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 MO0729
 MO0729  VERT ORDER  -  FIRST     CLASS II
 MO0729
 MO0729.The horizontal coordinates were scaled from a topographic map and have
 MO0729.an estimated accuracy of +/- 6 seconds.
 MO0729
 MO0729.The orthometric height was determined by differential leveling
 MO0729.and adjusted by the National Geodetic Survey in June 1991..
 MO0729
 MO0729.The geoid height was determined by GEOID03.
 MO0729
 MO0729.The dynamic height is computed by dividing the NAVD 88
 MO0729.geopotential number by the normal gravity value computed on the
 MO0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0729.degrees latitude (g = 980.6199 gals.).
 MO0729
 MO0729.The modeled gravity was interpolated from observed gravity values.
 MO0729
 MO0729;                    North         East    Units  Estimated Accuracy
 MO0729;SPC WY E     -   149,230.      141,930.      MT  (+/- 180 meters Scaled)
 MO0729
 MO0729                          SUPERSEDED SURVEY CONTROL
 MO0729
 MO0729  NGVD 29 (??/??/92) 2043.762  (m)         6705.24   (f) ADJ UNCH    1 2
 MO0729
 MO0729.Superseded values are not recommended for survey control.
 MO0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0729.See file dsdata.txt to determine how the superseded data were derived.
 MO0729
 MO0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG281325(NAD 83)
 MO0729_MARKER: Z = SEE DESCRIPTION
 MO0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0729_SP_SET: GRANITE POST
 MO0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0729+STABILITY: SURFACE MOTION
 MO0729
 MO0729  HISTORY     - Date     Condition        Report By
 MO0729  HISTORY     - UNK      MONUMENTED       CGS
 MO0729  HISTORY     - 1947     GOOD             NGS
 MO0729  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0729
 MO0729                          STATION DESCRIPTION
 MO0729
 MO0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MO0729'11.4 MI NE FROM ROCK RIVER.
 MO0729'2.9 MILES NORTH ALONG U.S. HIGHWAY NO. 30 FROM THE HIGH SCHOOL
 MO0729'AT ROCK RIVER, THENCE 6.5 MILES EAST AND NORTHEAST ALONG A
 MO0729'GRAVEL ROAD AND 1.95 MILES NORTH ALONG A DIRT ROAD, AT THE SITE
 MO0729'OF THE OLD ROCK CREEK STATION WHICH IS NOW THE HALL RANCH, 119.8
 MO0729'FEET EAST OF THE EAST SIDE OF THE BASE OF AN ENCLOSED WATER
 MO0729'TANK, 105.0 FEET NORTHEAST OF THE EAST CORNER OF THE OLD
 MO0729'SALOON AND HOTEL BUILDING, 75.0 FEET EAST SOUTHEAST OF THE EAST
 MO0729'CORNER OF THE CONCRETE FOUNDATION OF THE HALL RANCH HOUSE,
 MO0729'11.5 FEET SOUTHWEST OF THE SOUTH CORNER OF THE OLD BLACKSMITH
 MO0729'SHOP BUILDING, 9.0 FEET NORTHEAST OF BENCH MARK V, 5.0 FEET
 MO0729'NORTHEAST OF A REFERENCE POST, 2.0 FEET NORTHWEST OF THE SOUTHEAST
 MO0729'FENCE OF THE YARD, THE BOTTOM OF A 1 1/2-INCH SQUARE HOLE CUT
 MO0729'IN THE TOP OF A RED GRANITE POST AND SURROUNDED BY THE LETTERS
 MO0729'U S B M AND PROJECTING 1.0 FOOT, THE LETTER W IS CUT IN THE TOP
 MO0729'OF THE POST BETWEEN THE LETTERS U S OF U S B M.
 MO0729
 MO0729                          STATION RECOVERY (1983)
 MO0729
 MO0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0007 ***********************************************************************
 PY0007  DESIGNATION -  W 10
 PY0007  PID         -  PY0007
 PY0007  STATE/COUNTY-  WY/PARK
 PY0007  USGS QUAD   -  LAKE (1986)
 PY0007
 PY0007                         *CURRENT SURVEY CONTROL
 PY0007  ___________________________________________________________________
 PY0007* NAD 83(1986)-  44 31 28.     (N)    110 27 32.     (W)     SCALED    
 PY0007* NAVD 88     -      2392.671  (meters)    7849.95   (feet)  ADJUSTED  
 PY0007  ___________________________________________________________________
 PY0007  GEOID HEIGHT-          -8.58  (meters)                     GEOID03
 PY0007  DYNAMIC HT  -        2391.077 (meters)    7844.73  (feet)  COMP
 PY0007  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 PY0007
 PY0007  VERT ORDER  -  FIRST     CLASS II
 PY0007
 PY0007.The horizontal coordinates were scaled from a topographic map and have
 PY0007.an estimated accuracy of +/- 6 seconds.
 PY0007
 PY0007.The orthometric height was determined by differential leveling
 PY0007.and adjusted by the National Geodetic Survey in June 1991..
 PY0007
 PY0007.The geoid height was determined by GEOID03.
 PY0007
 PY0007.The dynamic height is computed by dividing the NAVD 88
 PY0007.geopotential number by the normal gravity value computed on the
 PY0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0007.degrees latitude (g = 980.6199 gals.).
 PY0007
 PY0007.The modeled gravity was interpolated from observed gravity values.
 PY0007
 PY0007;                    North         East    Units  Estimated Accuracy
 PY0007;SPC WYWC     -   448,440.      464,160.      MT  (+/- 180 meters Scaled)
 PY0007
 PY0007                          SUPERSEDED SURVEY CONTROL
 PY0007
 PY0007  NGVD 29 (08/20/92) 2391.289  (m)         7845.42   (f) ADJUSTED    1 2
 PY0007
 PY0007.Superseded values are not recommended for survey control.
 PY0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0007.See file dsdata.txt to determine how the superseded data were derived.
 PY0007
 PY0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ429302(NAD 83)
 PY0007_MARKER: DB = BENCH MARK DISK
 PY0007_SETTING: 66 = SET IN ROCK OUTCROP
 PY0007_SP_SET: BEDROCK
 PY0007_STAMPING: W 10 1923 7843.4
 PY0007_MARK LOGO: CGS   
 PY0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0007+STABILITY: POSITION/ELEVATION WELL
 PY0007
 PY0007  HISTORY     - Date     Condition        Report By
 PY0007  HISTORY     - 1923     MONUMENTED       CGS
 PY0007  HISTORY     - 1959     GOOD             USGS
 PY0007  HISTORY     - 1987     GOOD             NGS
 PY0007
 PY0007                          STATION DESCRIPTION
 PY0007
 PY0007'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 PY0007'5.1 MI SW FROM LAKE JUNCTION.
 PY0007'2.0 MILES SOUTHWEST ALONG THE WEST LAKE SHORE ROAD FROM LAKE JUNCTION,
 PY0007'THENCE 1.4 MILES SOUTHWEST ALONG OLD ROAD TO WEST THUMB VIA NATURAL
 PY0007'BRIDGE, ON THE NORTH SIDE OF AND 4 FEET HIGHER THAN ROAD, IN ROCK
 PY0007'LEDGE.  A STANDARD DISK, STAMPED W 10 1923.
 PY0007
 PY0007                          STATION RECOVERY (1987)
 PY0007
 PY0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0007'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM
 PY0007'(2.00 MI) SOUTHWESTERLY ALONG WEST THUMB HIGHWAY FROM THE JUNCTION OF
 PY0007'LAKE VILLAGE ENTRANCE ROAD IN LAKE VILLAGE, THENCE 2.1 KM (1.30 MI)
 PY0007'SOUTHWESTERLY ALONG A SERVICE ROAD (OLD HIGHWAY), NEAR THE WEST END
 PY0007'OF A 6 BY 10 FOOT LAVA OUTCROP, AND 3.2 M (10.5 FT) NORTH OF THE
 PY0007'CENTER OF THE ROAD.
 PY0007'THE MARK IS 0.8 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0070 ***********************************************************************
 MP0070  DESIGNATION -  W 101
 MP0070  PID         -  MP0070
 MP0070  STATE/COUNTY-  WY/ALBANY
 MP0070  USGS QUAD   -  LAKE OWEN (1992)
 MP0070
 MP0070                         *CURRENT SURVEY CONTROL
 MP0070  ___________________________________________________________________
 MP0070* NAD 83(1986)-  41 12 00.     (N)    106 07 06.     (W)     SCALED    
 MP0070* NAVD 88     -      2441.530  (meters)    8010.25   (feet)  ADJUSTED  
 MP0070  ___________________________________________________________________
 MP0070  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 MP0070  DYNAMIC HT  -        2439.174 (meters)    8002.52  (feet)  COMP
 MP0070  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 MP0070
 MP0070  VERT ORDER  -  FIRST     CLASS II
 MP0070
 MP0070.The horizontal coordinates were scaled from a topographic map and have
 MP0070.an estimated accuracy of +/- 6 seconds.
 MP0070
 MP0070.The orthometric height was determined by differential leveling
 MP0070.and adjusted by the National Geodetic Survey in June 1991..
 MP0070
 MP0070.The geoid height was determined by GEOID03.
 MP0070
 MP0070.The dynamic height is computed by dividing the NAVD 88
 MP0070.geopotential number by the normal gravity value computed on the
 MP0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0070.degrees latitude (g = 980.6199 gals.).
 MP0070
 MP0070.The modeled gravity was interpolated from observed gravity values.
 MP0070
 MP0070;                    North         East    Units  Estimated Accuracy
 MP0070;SPC WY E     -    78,170.      120,180.      MT  (+/- 180 meters Scaled)
 MP0070
 MP0070                          SUPERSEDED SURVEY CONTROL
 MP0070
 MP0070  NGVD 29 (??/??/92) 2440.259  (m)         8006.08   (f) ADJ UNCH    1 2
 MP0070
 MP0070.Superseded values are not recommended for survey control.
 MP0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0070.See file dsdata.txt to determine how the superseded data were derived.
 MP0070
 MP0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF062615(NAD 83)
 MP0070_MARKER: DB = BENCH MARK DISK
 MP0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0070_STAMPING: W 101 1956
 MP0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0070+STABILITY: SURFACE MOTION
 MP0070
 MP0070  HISTORY     - Date     Condition        Report By
 MP0070  HISTORY     - 1956     MONUMENTED       CGS
 MP0070
 MP0070                          STATION DESCRIPTION
 MP0070
 MP0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0070'1.6 MI N FROM ALBANY.
 MP0070'1.6 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0070'RAILROAD FROM THE STATION AT ALBANY, 76 FEET WEST OF THE WEST RAIL, 44
 MP0070'FEET WEST OF THE 1ST POLE SOUTH OF MILEPOST 37, 92 FEET NORTH OF A
 MP0070'FENCE CORNER, 2.8 FEET EAST OF A FENCE, 4 FEET SOUTH OF A WITNESS
 MP0070'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MP0070'THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 11, TOWNSHIP 14 NORTH,
 MP0070'RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0135 ***********************************************************************
 MQ0135  DESIGNATION -  W 102
 MQ0135  PID         -  MQ0135
 MQ0135  STATE/COUNTY-  WY/SWEETWATER
 MQ0135  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0135
 MQ0135                         *CURRENT SURVEY CONTROL
 MQ0135  ___________________________________________________________________
 MQ0135* NAD 83(1986)-  41 35 44.     (N)    109 09 53.     (W)     SCALED    
 MQ0135* NAVD 88     -      1919.959  (meters)    6299.07   (feet)  ADJUSTED  
 MQ0135  ___________________________________________________________________
 MQ0135  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 MQ0135  DYNAMIC HT  -        1918.371 (meters)    6293.86  (feet)  COMP
 MQ0135  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 MQ0135
 MQ0135  VERT ORDER  -  FIRST     CLASS II
 MQ0135
 MQ0135.The horizontal coordinates were scaled from a topographic map and have
 MQ0135.an estimated accuracy of +/- 6 seconds.
 MQ0135
 MQ0135.The orthometric height was determined by differential leveling
 MQ0135.and adjusted by the National Geodetic Survey in June 1991..
 MQ0135.WARNING-Repeat measurements at this control monument indicate possible
 MQ0135.vertical movement.
 MQ0135
 MQ0135.The geoid height was determined by GEOID03.
 MQ0135
 MQ0135.The dynamic height is computed by dividing the NAVD 88
 MQ0135.geopotential number by the normal gravity value computed on the
 MQ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0135.degrees latitude (g = 980.6199 gals.).
 MQ0135
 MQ0135.The modeled gravity was interpolated from observed gravity values.
 MQ0135
 MQ0135;                    North         East    Units  Estimated Accuracy
 MQ0135;SPC WYWC     -   121,740.      565,430.      MT  (+/- 180 meters Scaled)
 MQ0135
 MQ0135                          SUPERSEDED SURVEY CONTROL
 MQ0135
 MQ0135  NGVD 29 (06/08/92) 1918.703  (m)         6294.94   (f) ADJUSTED    1 2
 MQ0135
 MQ0135.Superseded values are not recommended for survey control.
 MQ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0135.See file dsdata.txt to determine how the superseded data were derived.
 MQ0135
 MQ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM529064(NAD 83)
 MQ0135_MARKER: DB = BENCH MARK DISK
 MQ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0135_STAMPING: W 102 1956
 MQ0135_MARK LOGO: CGS   
 MQ0135_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0135+STABILITY: SURFACE MOTION
 MQ0135
 MQ0135  HISTORY     - Date     Condition        Report By
 MQ0135  HISTORY     - 1956     MONUMENTED       CGS
 MQ0135  HISTORY     - 1983     GOOD             NGS
 MQ0135  HISTORY     - 19990112 GOOD             WYDT
 MQ0135
 MQ0135                          STATION DESCRIPTION
 MQ0135
 MQ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0135'3.0 MI E FROM ROCK SPRINGS.
 MQ0135'3.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0135'ROCK SPRINGS, 175.6 FEET NORTH OF MILEPOST 799, 131 FEET SOUTH OF THE
 MQ0135'CENTER LINE OF U.S. HIGHWAY 30, 82 FEET NORTH OF THE NORTH RAIL OF THE
 MQ0135'NORTH TRACK, 47 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A
 MQ0135'FENCE, 2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MQ0135'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 29, TOWNSHIP
 MQ0135'19 NORTH, RANGE 104 WEST.
 MQ0135
 MQ0135                          STATION RECOVERY (1983)
 MQ0135
 MQ0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0135'RECOVERED IN GOOD CONDITION.
 MQ0135
 MQ0135                          STATION RECOVERY (1999)
 MQ0135
 MQ0135'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0135'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0135'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0168 ***********************************************************************
 PY0168  DESIGNATION -  W 103
 PY0168  PID         -  PY0168
 PY0168  STATE/COUNTY-  WY/PARK
 PY0168  USGS QUAD   -  DIVIDE LAKE (1986)
 PY0168
 PY0168                         *CURRENT SURVEY CONTROL
 PY0168  ___________________________________________________________________
 PY0168* NAD 83(1986)-  44 55 24.     (N)    111 03 10.     (W)     SCALED    
 PY0168* NAVD 88     -      2200.94   (+/-2cm)    7220.9    (feet)  VERTCON   
 PY0168  ___________________________________________________________________
 PY0168  GEOID HEIGHT-          -8.20  (meters)                     GEOID03
 PY0168
 PY0168  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 PY0168
 PY0168.The horizontal coordinates were scaled from a topographic map and have
 PY0168.an estimated accuracy of +/- 6 seconds.
 PY0168
 PY0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY0168.The vertical order pertains to the NGVD 29 superseded value.
 PY0168
 PY0168.The geoid height was determined by GEOID03.
 PY0168
 PY0168;                    North         East    Units  Estimated Accuracy
 PY0168;SPC WYWC     -   493,930.      418,200.      MT  (+/- 180 meters Scaled)
 PY0168
 PY0168                          SUPERSEDED SURVEY CONTROL
 PY0168
 PY0168  NGVD 29 (??/??/92) 2199.675  (m)         7216.77   (f) ADJ UNCH    2 0
 PY0168
 PY0168.Superseded values are not recommended for survey control.
 PY0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0168.See file dsdata.txt to determine how the superseded data were derived.
 PY0168
 PY0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ958744(NAD 83)
 PY0168_MARKER: DB = BENCH MARK DISK
 PY0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0168_STAMPING: W 103 1934
 PY0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0168+STABILITY: SURFACE MOTION
 PY0168
 PY0168  HISTORY     - Date     Condition        Report By
 PY0168  HISTORY     - 1934     MONUMENTED       CGS
 PY0168  HISTORY     - 1960     MARK NOT FOUND   NGS
 PY0168
 PY0168                          STATION DESCRIPTION
 PY0168
 PY0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0168'16.1 MI S FROM ELDRIDGE.
 PY0168'IN YELLOWSTONE NATIONAL PARK, WYOMING, 16.1 MILES SOUTH ALONG U.S.
 PY0168'HIGHWAY 191 FROM ELDRIDGE, GALLATIN COUNTY, MONTANA, IN A SMALL
 PY0168'CLEARING, AND 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 PY0168'STANDARD DISK, STAMPED W 103 1934 AND SET IN THE TOP OF A CONCRETE
 PY0168'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0110 ***********************************************************************
 MQ0110  DESIGNATION -  W 103
 MQ0110  PID         -  MQ0110
 MQ0110  STATE/COUNTY-  WY/SWEETWATER
 MQ0110  USGS QUAD   -  THAYER JUNCTION (1978)
 MQ0110
 MQ0110                         *CURRENT SURVEY CONTROL
 MQ0110  ___________________________________________________________________
 MQ0110* NAD 83(1986)-  41 40 11.     (N)    108 55 50.     (W)     SCALED    
 MQ0110* NAVD 88     -      1958.069  (meters)    6424.10   (feet)  POSTED    
 MQ0110  ___________________________________________________________________
 MQ0110  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MQ0110  DYNAMIC HT  -        1956.460 (meters)    6418.82  (feet)  COMP
 MQ0110  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 MQ0110
 MQ0110  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MQ0110
 MQ0110.The horizontal coordinates were scaled from a topographic map and have
 MQ0110.an estimated accuracy of +/- 6 seconds.
 MQ0110
 MQ0110.The orthometric height was determined by differential leveling
 MQ0110.and adjusted by the National Geodetic Survey in 1992..
 MQ0110.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MQ0110.rate of 1.1 thru 2.0 mm/km.
 MQ0110
 MQ0110.The geoid height was determined by GEOID03.
 MQ0110
 MQ0110.The dynamic height is computed by dividing the NAVD 88
 MQ0110.geopotential number by the normal gravity value computed on the
 MQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0110.degrees latitude (g = 980.6199 gals.).
 MQ0110
 MQ0110.The modeled gravity was interpolated from observed gravity values.
 MQ0110
 MQ0110;                    North         East    Units  Estimated Accuracy
 MQ0110;SPC WYWC     -   129,910.      584,970.      MT  (+/- 180 meters Scaled)
 MQ0110
 MQ0110                          SUPERSEDED SURVEY CONTROL
 MQ0110
 MQ0110  NGVD 29 (??/??/92) 1956.782  (m)         6419.88   (f) ADJ UNCH    1 2
 MQ0110
 MQ0110.Superseded values are not recommended for survey control.
 MQ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0110.See file dsdata.txt to determine how the superseded data were derived.
 MQ0110
 MQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM722151(NAD 83)
 MQ0110_MARKER: DB = BENCH MARK DISK
 MQ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0110_STAMPING: W 103 1956
 MQ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0110+STABILITY: SURFACE MOTION
 MQ0110
 MQ0110  HISTORY     - Date     Condition        Report By
 MQ0110  HISTORY     - 1956     MONUMENTED       CGS
 MQ0110  HISTORY     - 1968     MARK NOT FOUND   USGS
 MQ0110  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0110
 MQ0110                          STATION DESCRIPTION
 MQ0110
 MQ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0110'8.0 MI W FROM POINT OF ROCKS.
 MQ0110'8.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0110'AT POINT OF ROCKS, 3 POLES WEST OF MILEPOST 785, 261 FEET NORTH OF THE
 MQ0110'NORTH RAIL OF THE NORTH TRACK, 79 FEET SOUTH OF THE CENTER LINE OF
 MQ0110'U.S. HIGHWAY 30, 19 FEET SOUTH OF A TELEPHONE POLE, SET IN THE TOP OF
 MQ0110'A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, IN SECTION
 MQ0110'32, TOWNSHIP 20 NORTH, RANGE 102 WEST.  NOTE-- COULD HAVE BEEN
 MQ0110'DESTROYED ON INTERSTATE HIGHWAY RIGHT-OF-WAY DURING CONSTRUCTION.
 MQ0110
 MQ0110                          STATION RECOVERY (1968)
 MQ0110
 MQ0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MQ0110'MARK NOT FOUND.
 MQ0110
 MQ0110                          STATION RECOVERY (1983)
 MQ0110
 MQ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0799 ***********************************************************************
 NQ0799  DESIGNATION -  W 104 RESET
 NQ0799  PID         -  NQ0799
 NQ0799  STATE/COUNTY-  WY/NIOBRARA
 NQ0799  USGS QUAD   -  LUSK (1981)
 NQ0799
 NQ0799                         *CURRENT SURVEY CONTROL
 NQ0799  ___________________________________________________________________
 NQ0799* NAD 83(1986)-  42 45 51.     (N)    104 28 05.     (W)     SCALED    
 NQ0799* NAVD 88     -      1538.16   (meters)    5046.4    (feet)  RESET     
 NQ0799  ___________________________________________________________________
 NQ0799  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 NQ0799
 NQ0799  VERT ORDER  -  THIRD
 NQ0799
 NQ0799.The horizontal coordinates were scaled from a topographic map and have
 NQ0799.an estimated accuracy of +/- 6 seconds.
 NQ0799
 NQ0799.The orthometric height was computed from unverified reset data.
 NQ0799
 NQ0799.The geoid height was determined by GEOID03.
 NQ0799
 NQ0799;                    North         East    Units  Estimated Accuracy
 NQ0799;SPC WY E     -   251,690.      257,180.      MT  (+/- 180 meters Scaled)
 NQ0799
 NQ0799                          SUPERSEDED SURVEY CONTROL
 NQ0799
 NQ0799  NGVD 29 (03/28/06) 1537.47   (m)         5044.2    (f) RESET       3  
 NQ0799
 NQ0799.Superseded values are not recommended for survey control.
 NQ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0799.See file dsdata.txt to determine how the superseded data were derived.
 NQ0799
 NQ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH435347(NAD 83)
 NQ0799_MARKER: DV = VERTICAL CONTROL DISK
 NQ0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0799_SP_SET: CONCRETE POST
 NQ0799_STAMPING: W 104 RESET 1980
 NQ0799_MARK LOGO: NGS   
 NQ0799_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0799+STABILITY: SURFACE MOTION
 NQ0799
 NQ0799  HISTORY     - Date     Condition        Report By
 NQ0799  HISTORY     - 1980     MONUMENTED       NGS
 NQ0799
 NQ0799                          STATION DESCRIPTION
 NQ0799
 NQ0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NQ0799'0.8 MILE (1.3 KM) WEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 NQ0799'FROM THE STATION IN LUSK, SOUTH OF MILEPOST 492, 97.4 FEET (29.7 M)
 NQ0799'SOUTH OF THE SOUTH RAIL OF RAILROAD TRACK, 38 FEET (11.6 M) WEST OF A
 NQ0799'DIRT DRIVEWAY, 50.4 FEET (15.4 M) SOUTH OF A FENCE, 22 FEET (6.7 M)
 NQ0799'SOUTH OF TRACK ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NQ0799'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0515 ***********************************************************************
 MO0515  DESIGNATION -  W 108
 MO0515  PID         -  MO0515
 MO0515  STATE/COUNTY-  WY/LARAMIE
 MO0515  USGS QUAD   -  ISLAY (1978)
 MO0515
 MO0515                         *CURRENT SURVEY CONTROL
 MO0515  ___________________________________________________________________
 MO0515* NAD 83(1986)-  41 20 24.     (N)    105 09 08.     (W)     SCALED    
 MO0515* NAVD 88     -      2049.207  (meters)    6723.11   (feet)  ADJUSTED  
 MO0515  ___________________________________________________________________
 MO0515  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 MO0515  DYNAMIC HT  -        2047.420 (meters)    6717.24  (feet)  COMP
 MO0515  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 MO0515
 MO0515  VERT ORDER  -  FIRST     CLASS II
 MO0515
 MO0515.The horizontal coordinates were scaled from a topographic map and have
 MO0515.an estimated accuracy of +/- 6 seconds.
 MO0515
 MO0515.The orthometric height was determined by differential leveling
 MO0515.and adjusted by the National Geodetic Survey in June 1991..
 MO0515
 MO0515.The geoid height was determined by GEOID03.
 MO0515
 MO0515.The dynamic height is computed by dividing the NAVD 88
 MO0515.geopotential number by the normal gravity value computed on the
 MO0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0515.degrees latitude (g = 980.6199 gals.).
 MO0515
 MO0515.The modeled gravity was interpolated from observed gravity values.
 MO0515
 MO0515;                    North         East    Units  Estimated Accuracy
 MO0515;SPC WY E     -    93,280.      201,210.      MT  (+/- 180 meters Scaled)
 MO0515
 MO0515                          SUPERSEDED SURVEY CONTROL
 MO0515
 MO0515  NGVD 29 (??/??/92) 2048.148  (m)         6719.63   (f) ADJ UNCH    1 2
 MO0515
 MO0515.Superseded values are not recommended for survey control.
 MO0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0515.See file dsdata.txt to determine how the superseded data were derived.
 MO0515
 MO0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF872765(NAD 83)
 MO0515_MARKER: DB = BENCH MARK DISK
 MO0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0515_STAMPING: W 108 1954
 MO0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0515+STABILITY: SURFACE MOTION
 MO0515
 MO0515  HISTORY     - Date     Condition        Report By
 MO0515  HISTORY     - 1954     MONUMENTED       CGS
 MO0515
 MO0515                          STATION DESCRIPTION
 MO0515
 MO0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0515'1.8 MI NW FROM ISLAY.
 MO0515'1.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0515'THE STATION SIGN AT ISLAY, 350 FEET SOUTHEAST OF THE TOP OF A
 MO0515'SMALL KNOLL, 84 FEET NORTHEAST OF THE NORTHEAST RAIL, 58 FEET
 MO0515'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 16.5 FEET
 MO0515'NORTHEAST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A FENCE, 2.6
 MO0515'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0515'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0351 ***********************************************************************
 MO0351  DESIGNATION -  W 109
 MO0351  PID         -  MO0351
 MO0351  STATE/COUNTY-  WY/LARAMIE
 MO0351  USGS QUAD   -  FARTHING (1978)
 MO0351
 MO0351                         *CURRENT SURVEY CONTROL
 MO0351  ___________________________________________________________________
 MO0351* NAD 83(1986)-  41 36 55.     (N)    105 07 48.     (W)     SCALED    
 MO0351* NAVD 88     -      1831.877  (meters)    6010.08   (feet)  ADJUSTED  
 MO0351  ___________________________________________________________________
 MO0351  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 MO0351  DYNAMIC HT  -        1830.426 (meters)    6005.32  (feet)  COMP
 MO0351  MODELED GRAV-     979,765.5   (mgal)                       NAVD 88
 MO0351
 MO0351  VERT ORDER  -  FIRST     CLASS II
 MO0351
 MO0351.The horizontal coordinates were scaled from a topographic map and have
 MO0351.an estimated accuracy of +/- 6 seconds.
 MO0351
 MO0351.The orthometric height was determined by differential leveling
 MO0351.and adjusted by the National Geodetic Survey in June 1991..
 MO0351
 MO0351.The geoid height was determined by GEOID03.
 MO0351
 MO0351.The dynamic height is computed by dividing the NAVD 88
 MO0351.geopotential number by the normal gravity value computed on the
 MO0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0351.degrees latitude (g = 980.6199 gals.).
 MO0351
 MO0351.The modeled gravity was interpolated from observed gravity values.
 MO0351
 MO0351;                    North         East    Units  Estimated Accuracy
 MO0351;SPC WY E     -   123,850.      203,060.      MT  (+/- 180 meters Scaled)
 MO0351
 MO0351                          SUPERSEDED SURVEY CONTROL
 MO0351
 MO0351  NGVD 29 (??/??/92) 1830.916  (m)         6006.93   (f) ADJ UNCH    1 2
 MO0351
 MO0351.Superseded values are not recommended for survey control.
 MO0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0351.See file dsdata.txt to determine how the superseded data were derived.
 MO0351
 MO0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG891070(NAD 83)
 MO0351_MARKER: DB = BENCH MARK DISK
 MO0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0351_SP_SET: CULVERT
 MO0351_STAMPING: W 109 1954
 MO0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0351
 MO0351  HISTORY     - Date     Condition        Report By
 MO0351  HISTORY     - 1954     MONUMENTED       CGS
 MO0351
 MO0351                          STATION DESCRIPTION
 MO0351
 MO0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0351'6.9 MI NE FROM FARTHING.
 MO0351'6.9 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 MO0351'THE STATION AT FARTHING, 0.2 FOOT NORTHEAST OF THE NORTHEAST
 MO0351'END OF A CUT, 12 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 0.2 MILE
 MO0351'SOUTHWEST OF THE SOUTHWEST PHONE BOOTH AT LAMBERT SIDING, 4 FEET
 MO0351'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END
 MO0351'OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0150 ***********************************************************************
 PY0150  DESIGNATION -  W 11
 PY0150  PID         -  PY0150
 PY0150  STATE/COUNTY-  WY/PARK
 PY0150  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY0150
 PY0150                         *CURRENT SURVEY CONTROL
 PY0150  ___________________________________________________________________
 PY0150* NAD 83(1986)-  44 56 56.     (N)    110 30 55.     (W)     SCALED    
 PY0150* NAVD 88     -      2193.141  (meters)    7195.33   (feet)  POSTED    
 PY0150  ___________________________________________________________________
 PY0150  GEOID HEIGHT-          -8.48  (meters)                     GEOID03
 PY0150  DYNAMIC HT  -        2191.930 (meters)    7191.36  (feet)  COMP
 PY0150  MODELED GRAV-     979,984.7   (mgal)                       NAVD 88
 PY0150
 PY0150  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PY0150
 PY0150.The horizontal coordinates were scaled from a topographic map and have
 PY0150.an estimated accuracy of +/- 6 seconds.
 PY0150
 PY0150.The orthometric height was determined by differential leveling
 PY0150.and adjusted by the National Geodetic Survey in 1992..
 PY0150.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PY0150.rate of 0.0 thru 1.0 mm/km.
 PY0150
 PY0150.The geoid height was determined by GEOID03.
 PY0150
 PY0150.The dynamic height is computed by dividing the NAVD 88
 PY0150.geopotential number by the normal gravity value computed on the
 PY0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0150.degrees latitude (g = 980.6199 gals.).
 PY0150
 PY0150.The modeled gravity was interpolated from observed gravity values.
 PY0150
 PY0150;                    North         East    Units  Estimated Accuracy
 PY0150;SPC WYWC     -   495,700.      460,700.      MT  (+/- 180 meters Scaled)
 PY0150
 PY0150                          SUPERSEDED SURVEY CONTROL
 PY0150
 PY0150  NGVD 29 (??/??/92) 2191.609  (m)         7190.30   (f) ADJ UNCH    2 0
 PY0150
 PY0150.Superseded values are not recommended for survey control.
 PY0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0150.See file dsdata.txt to determine how the superseded data were derived.
 PY0150
 PY0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ382773(NAD 83)
 PY0150_MARKER: DB = BENCH MARK DISK
 PY0150_SETTING: 80 = SET IN A BOULDER
 PY0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0150+STABILITY: SURFACE MOTION
 PY0150
 PY0150  HISTORY     - Date     Condition        Report By
 PY0150  HISTORY     - UNK      MONUMENTED       CGS
 PY0150  HISTORY     - 1958     GOOD             USGS
 PY0150
 PY0150                          STATION DESCRIPTION
 PY0150
 PY0150'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0150'6.5 MI NW FROM TOWER JUNCTION.
 PY0150'YELLOWSTONE PARK POST OFFICE (MAMMOTH), 8.7 MILES EAST ALONG GRAND
 PY0150'LOOP ROAD TO JUNCTION OF GRAVELLED ROAD ON RIGHT, THENCE 3.0 MILES
 PY0150'EAST ON GRAVELLED ROAD (FORMERLY MAIN ROAD), 30 FEET NORTH OF ROAD, IN
 PY0150'SOUTH SIDE OF 7 FT X 8 FT X 2.5 FT. STANDARD USC AND GS DISK, NOT
 PY0150'STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0283 ***********************************************************************
 MO0283  DESIGNATION -  W 110
 MO0283  PID         -  MO0283
 MO0283  STATE/COUNTY-  WY/PLATTE
 MO0283  USGS QUAD   -  CHUGWATER (1990)
 MO0283
 MO0283                         *CURRENT SURVEY CONTROL
 MO0283  ___________________________________________________________________
 MO0283* NAD 83(1986)-  41 47 42.     (N)    104 47 24.     (W)     SCALED    
 MO0283* NAVD 88     -      1576.403  (meters)    5171.92   (feet)  ADJUSTED  
 MO0283  ___________________________________________________________________
 MO0283  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 MO0283  DYNAMIC HT  -        1575.253 (meters)    5168.14  (feet)  COMP
 MO0283  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 MO0283
 MO0283  VERT ORDER  -  FIRST     CLASS II
 MO0283
 MO0283.The horizontal coordinates were scaled from a topographic map and have
 MO0283.an estimated accuracy of +/- 6 seconds.
 MO0283
 MO0283.The orthometric height was determined by differential leveling
 MO0283.and adjusted by the National Geodetic Survey in June 1991..
 MO0283
 MO0283.The geoid height was determined by GEOID03.
 MO0283
 MO0283.The dynamic height is computed by dividing the NAVD 88
 MO0283.geopotential number by the normal gravity value computed on the
 MO0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0283.degrees latitude (g = 980.6199 gals.).
 MO0283
 MO0283.The modeled gravity was interpolated from observed gravity values.
 MO0283
 MO0283;                    North         East    Units  Estimated Accuracy
 MO0283;SPC WY E     -   143,880.      231,310.      MT  (+/- 180 meters Scaled)
 MO0283
 MO0283                          SUPERSEDED SURVEY CONTROL
 MO0283
 MO0283  NGVD 29 (??/??/92) 1575.518  (m)         5169.01   (f) ADJ UNCH    1 2
 MO0283
 MO0283.Superseded values are not recommended for survey control.
 MO0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0283.See file dsdata.txt to determine how the superseded data were derived.
 MO0283
 MO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG174270(NAD 83)
 MO0283_MARKER: DB = BENCH MARK DISK
 MO0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0283_STAMPING: W 110 1954
 MO0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0283+STABILITY: SURFACE MOTION
 MO0283
 MO0283  HISTORY     - Date     Condition        Report By
 MO0283  HISTORY     - 1954     MONUMENTED       CGS
 MO0283  HISTORY     - 1985     GOOD             DMA
 MO0283
 MO0283                          STATION DESCRIPTION
 MO0283
 MO0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0283'3.3 MI N FROM CHUGWATER.
 MO0283'3.3 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 MO0283'STATION AT CHUGWATER, 2 1/2 RAILS SOUTHEAST OF MILEPOST 192, AT A
 MO0283'PRIVATE ROAD CROSSING, 44 FEET NORTHEAST OF THE NORTHEAST RAIL,
 MO0283'30 FEET NORTHWEST OF THE CENTER OF A GATE, 3 FEET SOUTHWEST OF A
 MO0283'FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 MO0283'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.  IN
 MO0283'SECTION 17, TOWNSHIP 21 NORTH, RANGE 66 WEST.
 MO0283
 MO0283                          STATION RECOVERY (1985)
 MO0283
 MO0283'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0265 ***********************************************************************
 NQ0265  DESIGNATION -  W 111
 NQ0265  PID         -  NQ0265
 NQ0265  STATE/COUNTY-  WY/CONVERSE
 NQ0265  USGS QUAD   -  ORIN (1949)
 NQ0265
 NQ0265                         *CURRENT SURVEY CONTROL
 NQ0265  ___________________________________________________________________
 NQ0265* NAD 83(1986)-  42 38 28.     (N)    105 09 10.     (W)     SCALED    
 NQ0265* NAVD 88     -      1423.408  (meters)    4669.96   (feet)  ADJUSTED  
 NQ0265  ___________________________________________________________________
 NQ0265  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NQ0265  DYNAMIC HT  -        1422.548 (meters)    4667.14  (feet)  COMP
 NQ0265  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 NQ0265
 NQ0265  VERT ORDER  -  FIRST     CLASS II
 NQ0265
 NQ0265.The horizontal coordinates were scaled from a topographic map and have
 NQ0265.an estimated accuracy of +/- 6 seconds.
 NQ0265
 NQ0265.The orthometric height was determined by differential leveling
 NQ0265.and adjusted by the National Geodetic Survey in June 1991..
 NQ0265
 NQ0265.The geoid height was determined by GEOID03.
 NQ0265
 NQ0265.The dynamic height is computed by dividing the NAVD 88
 NQ0265.geopotential number by the normal gravity value computed on the
 NQ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0265.degrees latitude (g = 980.6199 gals.).
 NQ0265
 NQ0265.The modeled gravity was interpolated from observed gravity values.
 NQ0265
 NQ0265;                    North         East    Units  Estimated Accuracy
 NQ0265;SPC WY E     -   237,790.      201,140.      MT  (+/- 180 meters Scaled)
 NQ0265
 NQ0265                          SUPERSEDED SURVEY CONTROL
 NQ0265
 NQ0265  NGVD 29 (??/??/92) 1422.60   (m)         4667.3    (f) COMPUTED    1 2
 NQ0265
 NQ0265.Superseded values are not recommended for survey control.
 NQ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0265.See file dsdata.txt to determine how the superseded data were derived.
 NQ0265
 NQ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH874209(NAD 83)
 NQ0265_MARKER: DB = BENCH MARK DISK
 NQ0265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0265_SP_SET: BRIDGE
 NQ0265_STAMPING: W 111 1956
 NQ0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0265
 NQ0265  HISTORY     - Date     Condition        Report By
 NQ0265  HISTORY     - 1956     MONUMENTED       CGS
 NQ0265
 NQ0265                          STATION DESCRIPTION
 NQ0265
 NQ0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0265'2.1 MI SE FROM ORIN.
 NQ0265'2.1 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0265'RAILROAD FROM THE CHICAGO AND NORTH WESTERN RAILROAD STATION
 NQ0265'AT ORIN, 78 FEET NORTHEAST OF THE NORTHEAST RAIL, 20 FEET
 NQ0265'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 87, SET IN THE TOP
 NQ0265'OF THE SOUTH END OF THE SOUTH WINGWALL OF A CONCRETE HIGHWAY
 NQ0265'BRIDGE OVER INDIAN CREEK, IN SECTION 20, TOWNSHIP 31 NORTH, RANGE
 NQ0265'69 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0163 ***********************************************************************
 OU0163  DESIGNATION -  W 112
 OU0163  PID         -  OU0163
 OU0163  STATE/COUNTY-  WY/NIOBRARA
 OU0163  USGS QUAD   -  DIXON RANCH (1981)
 OU0163
 OU0163                         *CURRENT SURVEY CONTROL
 OU0163  ___________________________________________________________________
 OU0163* NAD 83(1986)-  43 20 14.     (N)    104 40 56.     (W)     SCALED    
 OU0163* NAVD 88     -      1339.275  (meters)    4393.94   (feet)  ADJUSTED  
 OU0163  ___________________________________________________________________
 OU0163  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 OU0163  DYNAMIC HT  -        1338.580 (meters)    4391.66  (feet)  COMP
 OU0163  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 OU0163
 OU0163  VERT ORDER  -  SECOND    CLASS 0
 OU0163
 OU0163.The horizontal coordinates were scaled from a topographic map and have
 OU0163.an estimated accuracy of +/- 6 seconds.
 OU0163
 OU0163.The orthometric height was determined by differential leveling
 OU0163.and adjusted by the National Geodetic Survey in June 1991..
 OU0163
 OU0163.The geoid height was determined by GEOID03.
 OU0163
 OU0163.The dynamic height is computed by dividing the NAVD 88
 OU0163.geopotential number by the normal gravity value computed on the
 OU0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0163.degrees latitude (g = 980.6199 gals.).
 OU0163
 OU0163.The modeled gravity was interpolated from observed gravity values.
 OU0163
 OU0163;                    North         East    Units  Estimated Accuracy
 OU0163;SPC WY E     -   315,230.      239,280.      MT  (+/- 180 meters Scaled)
 OU0163
 OU0163                          SUPERSEDED SURVEY CONTROL
 OU0163
 OU0163  NGVD 29 (??/??/92) 1338.545  (m)         4391.54   (f) ADJ UNCH    2 0
 OU0163
 OU0163.Superseded values are not recommended for survey control.
 OU0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0163.See file dsdata.txt to determine how the superseded data were derived.
 OU0163
 OU0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH257983(NAD 83)
 OU0163_MARKER: DB = BENCH MARK DISK
 OU0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0163_STAMPING: W 112 1956
 OU0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0163+STABILITY: SURFACE MOTION
 OU0163
 OU0163  HISTORY     - Date     Condition        Report By
 OU0163  HISTORY     - 1956     MONUMENTED       CGS
 OU0163  HISTORY     - 1957     GOOD             NGS
 OU0163  HISTORY     - 1976     GOOD             USGS
 OU0163
 OU0163                          STATION DESCRIPTION
 OU0163
 OU0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0163'23.4 MI SE FROM DULL CENTER.
 OU0163'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0163'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0163'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0163'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE
 OU0163'12.85 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, AT A JUNCTION
 OU0163'WITH A GRADED DIRT ROAD LEADING EAST, 0.4 MILE SOUTHWEST OF A
 OU0163'RANCH HOUSE, 76 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD,
 OU0163'42 FEET SOUTHWEST OF A FENCE CORNER, 1.9 FEET SOUTHEAST
 OU0163'OF A FENCE, 2.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 OU0163'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND,
 OU0163'IN THE NORTHEAST 1/4 OF SECTION 29, TOWNSHIP 39 NORTH, RANGE
 OU0163'65 WEST.
 OU0163
 OU0163                          STATION RECOVERY (1976)
 OU0163
 OU0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0163'LANCE CREEK POST OFFICE, 2.4 MI EAST FROM, ALONG STATE HWY. 270,
 OU0163'THENCE 22.1 MI NORTH ALONG A PAVED AND GRADED RD. NEAR THE SW. COR.
 OU0163'SEC. 20, T 39 N. R 65 W. AT THE ENTRANCE TO THE DIXON RANCH, 0.4 MI
 OU0163'SW. OF THE RANCH HOUSE, 76 FT SW. OF THE CENTERLINE OF THE RD. 2 FT
 OU0163'SE. OF THE FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 OU0163'FT, STANDARD DISK STAMPED "W 112 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0135 ***********************************************************************
 NQ0135  DESIGNATION -  W 113
 NQ0135  PID         -  NQ0135
 NQ0135  STATE/COUNTY-  WY/PLATTE
 NQ0135  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0135
 NQ0135                         *CURRENT SURVEY CONTROL
 NQ0135  ___________________________________________________________________
 NQ0135* NAD 83(1986)-  42 15 36.     (N)    104 57 28.     (W)     SCALED    
 NQ0135* NAVD 88     -      1444.072  (meters)    4737.76   (feet)  ADJUSTED  
 NQ0135  ___________________________________________________________________
 NQ0135  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 NQ0135  DYNAMIC HT  -        1443.163 (meters)    4734.78  (feet)  COMP
 NQ0135  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 NQ0135
 NQ0135  VERT ORDER  -  FIRST     CLASS II
 NQ0135
 NQ0135.The horizontal coordinates were scaled from a topographic map and have
 NQ0135.an estimated accuracy of +/- 6 seconds.
 NQ0135
 NQ0135.The orthometric height was determined by differential leveling
 NQ0135.and adjusted by the National Geodetic Survey in June 1991..
 NQ0135
 NQ0135.The geoid height was determined by GEOID03.
 NQ0135
 NQ0135.The dynamic height is computed by dividing the NAVD 88
 NQ0135.geopotential number by the normal gravity value computed on the
 NQ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0135.degrees latitude (g = 980.6199 gals.).
 NQ0135
 NQ0135.The modeled gravity was interpolated from observed gravity values.
 NQ0135
 NQ0135;                    North         East    Units  Estimated Accuracy
 NQ0135;SPC WY E     -   195,480.      217,240.      MT  (+/- 180 meters Scaled)
 NQ0135
 NQ0135                          SUPERSEDED SURVEY CONTROL
 NQ0135
 NQ0135  NGVD 29 (??/??/92) 1443.278  (m)         4735.15   (f) ADJ UNCH    1 2
 NQ0135
 NQ0135.Superseded values are not recommended for survey control.
 NQ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0135.See file dsdata.txt to determine how the superseded data were derived.
 NQ0135
 NQ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG034786(NAD 83)
 NQ0135_MARKER: DB = BENCH MARK DISK
 NQ0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0135_SP_SET: CULVERT
 NQ0135_STAMPING: W 113 1956
 NQ0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0135
 NQ0135  HISTORY     - Date     Condition        Report By
 NQ0135  HISTORY     - 1956     MONUMENTED       CGS
 NQ0135
 NQ0135                          STATION DESCRIPTION
 NQ0135
 NQ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0135'18.8 MI NW FROM WHEATLAND.
 NQ0135'18.75 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0135'FROM THE STATION AT WHEATLAND, 0.25 MILE SOUTHWEST OF MILEPOST
 NQ0135'233, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 12 FEET BELOW THE
 NQ0135'TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END OF THE
 NQ0135'SOUTHEAST HEADWALL OF A LARGE CONCRETE CULVERT, IN SECTION 1,
 NQ0135'TOWNSHIP 26 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0074 ***********************************************************************
 MQ0074  DESIGNATION -  W 114
 MQ0074  PID         -  MQ0074
 MQ0074  STATE/COUNTY-  WY/SWEETWATER
 MQ0074  USGS QUAD   -  BITTER CREEK (1968)
 MQ0074
 MQ0074                         *CURRENT SURVEY CONTROL
 MQ0074  ___________________________________________________________________
 MQ0074* NAD 83(1986)-  41 33 43.     (N)    108 32 04.     (W)     SCALED    
 MQ0074* NAVD 88     -      2042.856  (meters)    6702.27   (feet)  ADJUSTED  
 MQ0074  ___________________________________________________________________
 MQ0074  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 MQ0074  DYNAMIC HT  -        2041.066 (meters)    6696.40  (feet)  COMP
 MQ0074  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 MQ0074
 MQ0074  VERT ORDER  -  FIRST     CLASS II
 MQ0074
 MQ0074.The horizontal coordinates were scaled from a topographic map and have
 MQ0074.an estimated accuracy of +/- 6 seconds.
 MQ0074
 MQ0074.The orthometric height was determined by differential leveling
 MQ0074.and adjusted by the National Geodetic Survey in June 1991..
 MQ0074
 MQ0074.The geoid height was determined by GEOID03.
 MQ0074
 MQ0074.The dynamic height is computed by dividing the NAVD 88
 MQ0074.geopotential number by the normal gravity value computed on the
 MQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0074.degrees latitude (g = 980.6199 gals.).
 MQ0074
 MQ0074.The modeled gravity was interpolated from observed gravity values.
 MQ0074
 MQ0074;                    North         East    Units  Estimated Accuracy
 MQ0074;SPC WYWC     -   117,950.      617,980.      MT  (+/- 180 meters Scaled)
 MQ0074
 MQ0074                          SUPERSEDED SURVEY CONTROL
 MQ0074
 MQ0074  NGVD 29 (06/08/92) 2041.581  (m)         6698.09   (f) ADJUSTED    1 2
 MQ0074
 MQ0074.Superseded values are not recommended for survey control.
 MQ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0074.See file dsdata.txt to determine how the superseded data were derived.
 MQ0074
 MQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM055040(NAD 83)
 MQ0074_MARKER: DB = BENCH MARK DISK
 MQ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0074_STAMPING: W 114 1956
 MQ0074_MARK LOGO: CGS   
 MQ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0074+STABILITY: SURFACE MOTION
 MQ0074
 MQ0074  HISTORY     - Date     Condition        Report By
 MQ0074  HISTORY     - 1956     MONUMENTED       CGS
 MQ0074  HISTORY     - 1983     GOOD             NGS
 MQ0074
 MQ0074                          STATION DESCRIPTION
 MQ0074
 MQ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0074'1.4 MI NE FROM BITTER CREEK.
 MQ0074'1.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0074'AT BITTER CREEK, 12 POLES SOUTHWEST OF MILEPOST 755, 52 FEET NORTHWEST
 MQ0074'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 11.3 FEET NORTHWEST OF A
 MQ0074'TELEPHONE POLE, 4 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A
 MQ0074'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MQ0074'FOOT ABOVE THE GROUND, IN SECTION 2, TOWNSHIP 18 NORTH, RANGE 99 WEST.
 MQ0074
 MQ0074                          STATION RECOVERY (1983)
 MQ0074
 MQ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0256 ***********************************************************************
 MP0256  DESIGNATION -  W 115
 MP0256  PID         -  MP0256
 MP0256  STATE/COUNTY-  WY/CARBON
 MP0256  USGS QUAD   -  RAWLINS PEAK (1983)
 MP0256
 MP0256                         *CURRENT SURVEY CONTROL
 MP0256  ___________________________________________________________________
 MP0256* NAD 83(1986)-  41 45 55.     (N)    107 17 36.     (W)     SCALED    
 MP0256* NAVD 88     -      2093.751  (meters)    6869.25   (feet)  ADJUSTED  
 MP0256  ___________________________________________________________________
 MP0256  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 MP0256  DYNAMIC HT  -        2091.956 (meters)    6863.36  (feet)  COMP
 MP0256  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 MP0256
 MP0256  VERT ORDER  -  FIRST     CLASS II
 MP0256
 MP0256.The horizontal coordinates were scaled from a topographic map and have
 MP0256.an estimated accuracy of +/- 6 seconds.
 MP0256
 MP0256.The orthometric height was determined by differential leveling
 MP0256.and adjusted by the National Geodetic Survey in June 1991..
 MP0256
 MP0256.The geoid height was determined by GEOID03.
 MP0256
 MP0256.The dynamic height is computed by dividing the NAVD 88
 MP0256.geopotential number by the normal gravity value computed on the
 MP0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0256.degrees latitude (g = 980.6199 gals.).
 MP0256
 MP0256.The modeled gravity was interpolated from observed gravity values.
 MP0256
 MP0256;                    North         East    Units  Estimated Accuracy
 MP0256;SPC WYEC     -   240,510.      403,330.      MT  (+/- 180 meters Scaled)
 MP0256
 MP0256                          SUPERSEDED SURVEY CONTROL
 MP0256
 MP0256  NGVD 29 (06/08/92) 2092.576  (m)         6865.39   (f) ADJUSTED    1 2
 MP0256
 MP0256.Superseded values are not recommended for survey control.
 MP0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0256.See file dsdata.txt to determine how the superseded data were derived.
 MP0256
 MP0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG093262(NAD 83)
 MP0256_MARKER: DB = BENCH MARK DISK
 MP0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0256_STAMPING: W 115 1956
 MP0256_MARK LOGO: CGS   
 MP0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0256+STABILITY: SURFACE MOTION
 MP0256
 MP0256  HISTORY     - Date     Condition        Report By
 MP0256  HISTORY     - 1956     MONUMENTED       CGS
 MP0256  HISTORY     - 1983     GOOD             NGS
 MP0256
 MP0256                          STATION DESCRIPTION
 MP0256
 MP0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0256'3.2 MI W FROM RAWLINS.
 MP0256'3.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0256'RAWLINS, 170 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 MP0256'TRACK, 91 FEET NORTHWEST OF THE 3RD POLE SOUTHWEST OF MILEPOST 686,
 MP0256'108 FEET NORTH OF THE 4TH POLE SOUTHWEST OF MILEPOST 686, 27.6 FEET
 MP0256'SOUTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, ON TOP OF A
 MP0256'SMALL RIDGE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 MP0256'ABOVE THE GROUND, IN SECTION 24, TOWNSHIP 21 NORTH, RANGE 88 WEST.
 MP0256
 MP0256                          STATION RECOVERY (1983)
 MP0256
 MP0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0367 ***********************************************************************
 MP0367  DESIGNATION -  W 116
 MP0367  PID         -  MP0367
 MP0367  STATE/COUNTY-  WY/SWEETWATER
 MP0367  USGS QUAD   -  CRESTON JUNCTION (1981)
 MP0367
 MP0367                         *CURRENT SURVEY CONTROL
 MP0367  ___________________________________________________________________
 MP0367* NAD 83(1986)-  41 43 06.     (N)    107 41 08.     (W)     SCALED    
 MP0367* NAVD 88     -      2117.563  (meters)    6947.37   (feet)  ADJUSTED  
 MP0367  ___________________________________________________________________
 MP0367  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 MP0367  DYNAMIC HT  -        2115.670 (meters)    6941.16  (feet)  COMP
 MP0367  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 MP0367
 MP0367  VERT ORDER  -  FIRST     CLASS II
 MP0367
 MP0367.The horizontal coordinates were scaled from a topographic map and have
 MP0367.an estimated accuracy of +/- 6 seconds.
 MP0367
 MP0367.The orthometric height was determined by differential leveling
 MP0367.and adjusted by the National Geodetic Survey in June 1991..
 MP0367
 MP0367.The geoid height was determined by GEOID03.
 MP0367
 MP0367.The dynamic height is computed by dividing the NAVD 88
 MP0367.geopotential number by the normal gravity value computed on the
 MP0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0367.degrees latitude (g = 980.6199 gals.).
 MP0367
 MP0367.The modeled gravity was interpolated from observed gravity values.
 MP0367
 MP0367;                    North         East    Units  Estimated Accuracy
 MP0367;SPC WYWC     -   135,840.      688,570.      MT  (+/- 180 meters Scaled)
 MP0367
 MP0367                          SUPERSEDED SURVEY CONTROL
 MP0367
 MP0367  NGVD 29 (06/08/92) 2116.304  (m)         6943.24   (f) ADJUSTED    1 2
 MP0367
 MP0367.Superseded values are not recommended for survey control.
 MP0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0367.See file dsdata.txt to determine how the superseded data were derived.
 MP0367
 MP0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG766219(NAD 83)
 MP0367_MARKER: DB = BENCH MARK DISK
 MP0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0367_STAMPING: W 116 1956
 MP0367_MARK LOGO: CGS   
 MP0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0367+STABILITY: SURFACE MOTION
 MP0367
 MP0367  HISTORY     - Date     Condition        Report By
 MP0367  HISTORY     - 1956     MONUMENTED       CGS
 MP0367  HISTORY     - 1983     GOOD             NGS
 MP0367
 MP0367                          STATION DESCRIPTION
 MP0367
 MP0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0367'3.9 MI E FROM CRESTON.
 MP0367'3.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MP0367'AT CRESTON, AT THE WEST END OF A CUT, AT THE EAST END OF A FILL, 94.5
 MP0367'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 25.5 FEET EAST OF
 MP0367'MILEPOST 708, 2.5 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS
 MP0367'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MP0367'THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 7, TOWNSHIP 20 NORTH,
 MP0367'RANGE 91 WEST.
 MP0367
 MP0367                          STATION RECOVERY (1983)
 MP0367
 MP0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0395 ***********************************************************************
 MP0395  DESIGNATION -  W 117
 MP0395  PID         -  MP0395
 MP0395  STATE/COUNTY-  WY/SWEETWATER
 MP0395  USGS QUAD   -  EIGHTMILE LAKE (1981)
 MP0395
 MP0395                         *CURRENT SURVEY CONTROL
 MP0395  ___________________________________________________________________
 MP0395* NAD 83(1986)-  41 34 09.     (N)    107 56 11.     (W)     SCALED    
 MP0395* NAVD 88     -      2040.704  (meters)    6695.21   (feet)  ADJUSTED  
 MP0395  ___________________________________________________________________
 MP0395  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 MP0395  DYNAMIC HT  -        2038.882 (meters)    6689.23  (feet)  COMP
 MP0395  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 MP0395
 MP0395  VERT ORDER  -  FIRST     CLASS II
 MP0395
 MP0395.The horizontal coordinates were scaled from a topographic map and have
 MP0395.an estimated accuracy of +/- 6 seconds.
 MP0395
 MP0395.The orthometric height was determined by differential leveling
 MP0395.and adjusted by the National Geodetic Survey in June 1991..
 MP0395
 MP0395.The geoid height was determined by GEOID03.
 MP0395
 MP0395.The dynamic height is computed by dividing the NAVD 88
 MP0395.geopotential number by the normal gravity value computed on the
 MP0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0395.degrees latitude (g = 980.6199 gals.).
 MP0395
 MP0395.The modeled gravity was interpolated from observed gravity values.
 MP0395
 MP0395;                    North         East    Units  Estimated Accuracy
 MP0395;SPC WYWC     -   119,050.      667,860.      MT  (+/- 180 meters Scaled)
 MP0395
 MP0395                          SUPERSEDED SURVEY CONTROL
 MP0395
 MP0395  NGVD 29 (??/??/92) 2039.382  (m)         6690.87   (f) ADJ UNCH    1 2
 MP0395
 MP0395.Superseded values are not recommended for survey control.
 MP0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0395.See file dsdata.txt to determine how the superseded data were derived.
 MP0395
 MP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG551061(NAD 83)
 MP0395_MARKER: DB = BENCH MARK DISK
 MP0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0395_STAMPING: W 117 1956
 MP0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0395+STABILITY: SURFACE MOTION
 MP0395
 MP0395  HISTORY     - Date     Condition        Report By
 MP0395  HISTORY     - 1956     MONUMENTED       CGS
 MP0395
 MP0395                          STATION DESCRIPTION
 MP0395
 MP0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0395'7.5 MI S FROM WAMSUTTER.
 MP0395'7.5 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 MP0395'RAILROAD STATION AT WAMSUTTER, 305 FEET EAST OF THE CENTER OF A
 MP0395'JUNCTION WITH A ROAD LEADING SOUTH, NEAR THE CARBON AND SWEETWATER
 MP0395'COUNTY LINE, 5.8 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE WITH A
 MP0395'ROW OF TELEPHONE POLES, 2.4 FEET NORTHWEST OF A WITNESS POST, SET IN
 MP0395'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MP0395'IN SECTION 1, TOWNSHIP 18 NORTH, RANGE 94 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0128 ***********************************************************************
 OU0128  DESIGNATION -  W 119
 OU0128  PID         -  OU0128
 OU0128  STATE/COUNTY-  WY/CONVERSE
 OU0128  USGS QUAD   -  WAGONHOUND CREEK (1981)
 OU0128
 OU0128                         *CURRENT SURVEY CONTROL
 OU0128  ___________________________________________________________________
 OU0128* NAD 83(1986)-  43 28 11.     (N)    104 54 59.     (W)     SCALED    
 OU0128* NAVD 88     -      1318.492  (meters)    4325.75   (feet)  ADJUSTED  
 OU0128  ___________________________________________________________________
 OU0128  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 OU0128  DYNAMIC HT  -        1317.824 (meters)    4323.56  (feet)  COMP
 OU0128  MODELED GRAV-     980,067.0   (mgal)                       NAVD 88
 OU0128
 OU0128  VERT ORDER  -  SECOND    CLASS 0
 OU0128
 OU0128.The horizontal coordinates were scaled from a topographic map and have
 OU0128.an estimated accuracy of +/- 6 seconds.
 OU0128
 OU0128.The orthometric height was determined by differential leveling
 OU0128.and adjusted by the National Geodetic Survey in June 1991..
 OU0128
 OU0128.The geoid height was determined by GEOID03.
 OU0128
 OU0128.The dynamic height is computed by dividing the NAVD 88
 OU0128.geopotential number by the normal gravity value computed on the
 OU0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0128.degrees latitude (g = 980.6199 gals.).
 OU0128
 OU0128.The modeled gravity was interpolated from observed gravity values.
 OU0128
 OU0128;                    North         East    Units  Estimated Accuracy
 OU0128;SPC WY E     -   329,870.      220,250.      MT  (+/- 180 meters Scaled)
 OU0128
 OU0128                          SUPERSEDED SURVEY CONTROL
 OU0128
 OU0128  NGVD 29 (??/??/92) 1317.754  (m)         4323.33   (f) ADJ UNCH    2 0
 OU0128
 OU0128.Superseded values are not recommended for survey control.
 OU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0128.See file dsdata.txt to determine how the superseded data were derived.
 OU0128
 OU0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ067129(NAD 83)
 OU0128_MARKER: DB = BENCH MARK DISK
 OU0128_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0128_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0128_STAMPING: W 119 1957
 OU0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0128
 OU0128  HISTORY     - Date     Condition        Report By
 OU0128  HISTORY     - 1957     MONUMENTED       CGS
 OU0128
 OU0128                          STATION DESCRIPTION
 OU0128
 OU0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0128'5.8 MI NE FROM DULL CENTER.
 OU0128'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED POST
 OU0128'OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER, THENCE
 OU0128'3.9 MILES NORTH EAST ALONG A GRADED DIRT ROAD IN A FLAT, AT A
 OU0128'JUNCTION WITH A BULLDOZED TRACK ROAD, 0.5 MILE NORTHEAST OF A
 OU0128'SMALL STUCCO HOUSE IN A SHALLOW RAVINE, 180 YARDS WEST OF THE
 OU0128'CREST OF THE MOST SOUTHERLY ONE OF TWO SMALL BUT PROMINENT KNOB
 OU0128'HILLS, 184 FEET SOUTH OF THE CENTER LINE OF THE JUNCTION, 61 FEET
 OU0128'EAST OF THE CENTER LINE OF THE GRADED DIRT ROAD, 53 FEET
 OU0128'SOUTHWEST OF THE CENTER LINE OF THE BULLDOZED TRACK ROAD, 1.5
 OU0128'FEET SOUTHEAST OF A WITNESS POST, A DISK BRAZED ON THE TOP OF A
 OU0128'2-INCH GALVANIZED PIPE WHICH PROJECTS 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0214 ***********************************************************************
 PX0214  DESIGNATION -  W 12
 PX0214  PID         -  PX0214
 PX0214  STATE/COUNTY-  WY/PARK
 PX0214  USGS QUAD   -  CHIMNEY ROCK (1991)
 PX0214
 PX0214                         *CURRENT SURVEY CONTROL
 PX0214  ___________________________________________________________________
 PX0214* NAD 83(1986)-  44 27 33.     (N)    109 46 23.     (W)     SCALED    
 PX0214* NAVD 88     -      1901.493  (meters)    6238.48   (feet)  POSTED    
 PX0214  ___________________________________________________________________
 PX0214  GEOID HEIGHT-          -7.77  (meters)                     GEOID03
 PX0214  DYNAMIC HT  -        1900.430 (meters)    6234.99  (feet)  COMP
 PX0214  MODELED GRAV-     979,991.2   (mgal)                       NAVD 88
 PX0214
 PX0214  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PX0214
 PX0214.The horizontal coordinates were scaled from a topographic map and have
 PX0214.an estimated accuracy of +/- 6 seconds.
 PX0214
 PX0214.The orthometric height was determined by differential leveling
 PX0214.and adjusted by the National Geodetic Survey in 1992..
 PX0214.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PX0214.rate of 1.1 thru 2.0 mm/km.
 PX0214
 PX0214.The geoid height was determined by GEOID03.
 PX0214
 PX0214.The dynamic height is computed by dividing the NAVD 88
 PX0214.geopotential number by the normal gravity value computed on the
 PX0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0214.degrees latitude (g = 980.6199 gals.).
 PX0214
 PX0214.The modeled gravity was interpolated from observed gravity values.
 PX0214
 PX0214;                    North         East    Units  Estimated Accuracy
 PX0214;SPC WYWC     -   440,280.      518,590.      MT  (+/- 180 meters Scaled)
 PX0214
 PX0214                          SUPERSEDED SURVEY CONTROL
 PX0214
 PX0214  NGVD 29 (??/??/92) 1900.319  (m)         6234.63   (f) ADJ UNCH    2 0
 PX0214
 PX0214.Superseded values are not recommended for survey control.
 PX0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0214.See file dsdata.txt to determine how the superseded data were derived.
 PX0214
 PX0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ976236(NAD 83)
 PX0214_MARKER: DB = BENCH MARK DISK
 PX0214_SETTING: 80 = SET IN A BOULDER
 PX0214_STAMPING: 6234.361 W 12 1923
 PX0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0214+STABILITY: SURFACE MOTION
 PX0214
 PX0214  HISTORY     - Date     Condition        Report By
 PX0214  HISTORY     - 1923     MONUMENTED       CGS
 PX0214  HISTORY     - 1934     GOOD             NGS
 PX0214  HISTORY     - 1970     MARK NOT FOUND   USGS
 PX0214
 PX0214                          STATION DESCRIPTION
 PX0214
 PX0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PX0214'14.0 MI E FROM EAST ENTRANCE.
 PX0214'IN PARK COUNTY, 14.0 MILES EAST ALONG THE EAST ENTRANCE-CODY ROAD FROM
 PX0214'EAST ENTRANCE, YELLOWSTONE NATIONAL PARK, 80 YARDS EAST OF THE
 PX0214'FOURTEENTH MILEPOST FROM EAST ENTRANCE, 30 FEET SOUTH OF THE
 PX0214'CENTERLINE OF THE ROAD AT SURVEY STATION 729+50, ON THE EAST SIDE OF A
 PX0214'CUT, 2 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A BOULDER.  A
 PX0214'STANDARD DISK, STAMPED 6234.361 W 12 1923.
 PX0214
 PX0214                          STATION RECOVERY (1970)
 PX0214
 PX0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PX0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0217 ***********************************************************************
 PV0217  DESIGNATION -  W 120
 PV0217  PID         -  PV0217
 PV0217  STATE/COUNTY-  WY/CAMPBELL
 PV0217  USGS QUAD   -  ROZET (1971)
 PV0217
 PV0217                         *CURRENT SURVEY CONTROL
 PV0217  ___________________________________________________________________
 PV0217* NAD 83(1986)-  44 16 55.     (N)    105 08 02.     (W)     SCALED    
 PV0217* NAVD 88     -      1294.679  (meters)    4247.63   (feet)  ADJUSTED  
 PV0217  ___________________________________________________________________
 PV0217  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 PV0217  DYNAMIC HT  -        1294.150 (meters)    4245.89  (feet)  COMP
 PV0217  MODELED GRAV-     980,164.1   (mgal)                       NAVD 88
 PV0217  OBS GRAVITY -     980,166.7   (mgal)                       GRAV_OBS
 PV0217
 PV0217  VERT ORDER  -  FIRST     CLASS II
 PV0217
 PV0217.The horizontal coordinates were scaled from a topographic map and have
 PV0217.an estimated accuracy of +/- 6 seconds.
 PV0217
 PV0217.The orthometric height was determined by differential leveling
 PV0217.and adjusted by the National Geodetic Survey in June 1991..
 PV0217
 PV0217.The geoid height was determined by GEOID03.
 PV0217
 PV0217.The dynamic height is computed by dividing the NAVD 88
 PV0217.geopotential number by the normal gravity value computed on the
 PV0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0217.degrees latitude (g = 980.6199 gals.).
 PV0217
 PV0217.The modeled gravity was interpolated from observed gravity values.
 PV0217.The observed gravity was obtained from relative gravimeter ties
 PV0217.to the IGSN71 gravity network.
 PV0217
 PV0217;                    North         East    Units  Estimated Accuracy
 PV0217;SPC WY E     -   420,080.      202,620.      MT  (+/- 180 meters Scaled)
 PV0217
 PV0217                          SUPERSEDED SURVEY CONTROL
 PV0217
 PV0217  NGVD 29 (??/??/92) 1294.052  (m)         4245.57   (f) ADJ UNCH    1 2
 PV0217
 PV0217.Superseded values are not recommended for survey control.
 PV0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0217.See file dsdata.txt to determine how the superseded data were derived.
 PV0217
 PV0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK893031(NAD 83)
 PV0217_MARKER: DB = BENCH MARK DISK
 PV0217_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0217_SP_SET: BRIDGE PIER
 PV0217_STAMPING: W 120 1957
 PV0217_MARK LOGO: CGS   
 PV0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0217
 PV0217  HISTORY     - Date     Condition        Report By
 PV0217  HISTORY     - 1957     MONUMENTED       CGS
 PV0217  HISTORY     - 1985     GOOD             NGS
 PV0217
 PV0217                          STATION DESCRIPTION
 PV0217
 PV0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0217'9.4 MI W FROM MOORCROFT.
 PV0217'9.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0217'FROM THE STATION AT MOORCROFT, SET VERTICALLY IN THE WEST FACE
 PV0217'OF THE WEST COLUMN OF THE FIRST PIER SOUTH OF THE TRACK OF THE
 PV0217'OVERPASS OF U.S. HIGHWAY 16 OVER THE TRACKS, 10.4 FEET SOUTH OF
 PV0217'THE SOUTH RAIL AND ABOUT 3 1/2 FEET ABOVE THE GROUND.
 PV0217
 PV0217                          STATION RECOVERY (1985)
 PV0217
 PV0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0217'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--15.57 KM (9.68 MI) WEST
 PV0217'ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16 FROM THE JUNCTION OF US
 PV0217'HIGHWAY 14 AT MOORCROFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0268 ***********************************************************************
 PV0268  DESIGNATION -  W 121
 PV0268  PID         -  PV0268
 PV0268  STATE/COUNTY-  WY/CAMPBELL
 PV0268  USGS QUAD   -  GILLETTE WEST (1971)
 PV0268
 PV0268                         *CURRENT SURVEY CONTROL
 PV0268  ___________________________________________________________________
 PV0268* NAD 83(1986)-  44 17 53.     (N)    105 32 39.     (W)     SCALED    
 PV0268* NAVD 88     -      1407.547  (meters)    4617.93   (feet)  ADJUSTED  
 PV0268  ___________________________________________________________________
 PV0268  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0268  DYNAMIC HT  -        1406.967 (meters)    4616.02  (feet)  COMP
 PV0268  MODELED GRAV-     980,156.1   (mgal)                       NAVD 88
 PV0268
 PV0268  VERT ORDER  -  FIRST     CLASS II
 PV0268
 PV0268.The horizontal coordinates were scaled from a topographic map and have
 PV0268.an estimated accuracy of +/- 6 seconds.
 PV0268
 PV0268.The orthometric height was determined by differential leveling
 PV0268.and adjusted by the National Geodetic Survey in June 1991..
 PV0268
 PV0268.The geoid height was determined by GEOID03.
 PV0268
 PV0268.The dynamic height is computed by dividing the NAVD 88
 PV0268.geopotential number by the normal gravity value computed on the
 PV0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0268.degrees latitude (g = 980.6199 gals.).
 PV0268
 PV0268.The modeled gravity was interpolated from observed gravity values.
 PV0268
 PV0268;                    North         East    Units  Estimated Accuracy
 PV0268;SPC WY E     -   421,940.      169,880.      MT  (+/- 180 meters Scaled)
 PV0268
 PV0268                          SUPERSEDED SURVEY CONTROL
 PV0268
 PV0268  NGVD 29 (??/??/92) 1406.892  (m)         4615.78   (f) ADJ UNCH    1 2
 PV0268
 PV0268.Superseded values are not recommended for survey control.
 PV0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0268.See file dsdata.txt to determine how the superseded data were derived.
 PV0268
 PV0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK565051(NAD 83)
 PV0268_MARKER: DB = BENCH MARK DISK
 PV0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0268_STAMPING: W 121 1957
 PV0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0268+STABILITY: SURFACE MOTION
 PV0268
 PV0268  HISTORY     - Date     Condition        Report By
 PV0268  HISTORY     - 1957     MONUMENTED       CGS
 PV0268  HISTORY     - 1977     GOOD             NGS
 PV0268
 PV0268                          STATION DESCRIPTION
 PV0268
 PV0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0268'2 MI W FROM GILLETTE.
 PV0268'ABOUT 2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0268'RAILROAD FROM THE STATION AT GILLETTE, 154 FEET SOUTH OF THE
 PV0268'8TH POLE WEST OF MILEPOST 599, AT THE WEST END OF A SHALLOW
 PV0268'CUT, 85 FEET SOUTH OF THE SOUTH RAIL, 48 FEET NORTH OF THE CENTER
 PV0268'LINE OF A DIRT ROAD, 11 1/2 FEET NORTH OF THE FENCE, 2 FEET
 PV0268'EAST OF A WITNESS POST, LEVEL WITH THE TRACK AND IN THE TOP
 PV0268'OF A CONCRETE POST PROJECTING 7 INCHES.
 PV0268
 PV0268                          STATION RECOVERY (1977)
 PV0268
 PV0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 PV0268'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0303 ***********************************************************************
 PV0303  DESIGNATION -  W 122
 PV0303  PID         -  PV0303
 PV0303  STATE/COUNTY-  WY/CAMPBELL
 PV0303  USGS QUAD   -  ECHETA (1972)
 PV0303
 PV0303                         *CURRENT SURVEY CONTROL
 PV0303  ___________________________________________________________________
 PV0303* NAD 83(1986)-  44 27 31.     (N)    105 52 37.     (W)     SCALED    
 PV0303* NAVD 88     -      1247.321  (meters)    4092.25   (feet)  ADJUSTED  
 PV0303  ___________________________________________________________________
 PV0303  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 PV0303  DYNAMIC HT  -        1246.822 (meters)    4090.62  (feet)  COMP
 PV0303  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 PV0303  OBS GRAVITY -     980,179.8   (mgal)                       GRAV_OBS
 PV0303
 PV0303  VERT ORDER  -  FIRST     CLASS II
 PV0303
 PV0303.The horizontal coordinates were scaled from a topographic map and have
 PV0303.an estimated accuracy of +/- 6 seconds.
 PV0303
 PV0303.The orthometric height was determined by differential leveling
 PV0303.and adjusted by the National Geodetic Survey in June 1991..
 PV0303
 PV0303.The geoid height was determined by GEOID03.
 PV0303
 PV0303.The dynamic height is computed by dividing the NAVD 88
 PV0303.geopotential number by the normal gravity value computed on the
 PV0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0303.degrees latitude (g = 980.6199 gals.).
 PV0303
 PV0303.The modeled gravity was interpolated from observed gravity values.
 PV0303.The observed gravity was obtained from relative gravimeter ties
 PV0303.to the IGSN71 gravity network.
 PV0303
 PV0303;                    North         East    Units  Estimated Accuracy
 PV0303;SPC WY E     -   439,950.      143,480.      MT  (+/- 180 meters Scaled)
 PV0303
 PV0303                          SUPERSEDED SURVEY CONTROL
 PV0303
 PV0303  NGVD 29 (??/??/92) 1246.643  (m)         4090.03   (f) ADJ UNCH    1 2
 PV0303
 PV0303.Superseded values are not recommended for survey control.
 PV0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0303.See file dsdata.txt to determine how the superseded data were derived.
 PV0303
 PV0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK302231(NAD 83)
 PV0303_MARKER: DB = BENCH MARK DISK
 PV0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0303_SP_SET: CONC FOUNDATION
 PV0303_STAMPING: W 122 1957
 PV0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0303
 PV0303  HISTORY     - Date     Condition        Report By
 PV0303  HISTORY     - 1957     MONUMENTED       CGS
 PV0303
 PV0303                          STATION DESCRIPTION
 PV0303
 PV0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0303'19.8 MI SE FROM ARVADA.
 PV0303'ABOUT 19.75 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON
 PV0303'AND QUINCY RAILROAD FROM THE STATION AT ARVADA, ON THE TOP
 PV0303'OF A SLIGHT KNOLL, 0.1 MILE SOUTHEAST OF AN ABANDONED COAL CHUTE
 PV0303'THAT IS ON THE SOUTHWEST SIDE OF THE TRACK, 122 FEET NORTHEAST
 PV0303'AND ACROSS THE TRACK FROM A LARGE CONCRETE STRUCTURE, 84 FEET
 PV0303'NORTHEAST OF THE NORTHEAST RAIL, 137 FEET SOUTHEAST OF A LONE
 PV0303'12-INCH COTTONWOOD, 10 FEET SOUTHWEST OF THE FENCE LINE, IN THE
 PV0303'CENTER OF THE TOP OF THE EAST CONCRETE FOUNDATION FOR A WATER
 PV0303'TANK THAT HAS BEEN REMOVED, ABOUT 7 FEET ABOVE THE RAILS AND
 PV0303'2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0199 ***********************************************************************
 PW0199  DESIGNATION -  W 123
 PW0199  PID         -  PW0199
 PW0199  STATE/COUNTY-  WY/SHERIDAN
 PW0199  USGS QUAD   -  RANCHESTER (1978)
 PW0199
 PW0199                         *CURRENT SURVEY CONTROL
 PW0199  ___________________________________________________________________
 PW0199* NAD 83(1986)-  44 54 59.     (N)    107 10 54.     (W)     SCALED    
 PW0199* NAVD 88     -      1161.241  (meters)    3809.84   (feet)  ADJUSTED  
 PW0199  ___________________________________________________________________
 PW0199  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 PW0199  DYNAMIC HT  -        1160.833 (meters)    3808.50  (feet)  COMP
 PW0199  MODELED GRAV-     980,225.9   (mgal)                       NAVD 88
 PW0199
 PW0199  VERT ORDER  -  FIRST     CLASS II
 PW0199
 PW0199.The horizontal coordinates were scaled from a topographic map and have
 PW0199.an estimated accuracy of +/- 6 seconds.
 PW0199
 PW0199.The orthometric height was determined by differential leveling
 PW0199.and adjusted by the National Geodetic Survey in June 1991..
 PW0199
 PW0199.The geoid height was determined by GEOID03.
 PW0199
 PW0199.The dynamic height is computed by dividing the NAVD 88
 PW0199.geopotential number by the normal gravity value computed on the
 PW0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0199.degrees latitude (g = 980.6199 gals.).
 PW0199
 PW0199.The modeled gravity was interpolated from observed gravity values.
 PW0199
 PW0199;                    North         East    Units  Estimated Accuracy
 PW0199;SPC WYEC     -   590,580.      411,980.      MT  (+/- 180 meters Scaled)
 PW0199
 PW0199                          SUPERSEDED SURVEY CONTROL
 PW0199
 PW0199  NGVD 29 (??/??/92) 1160.488  (m)         3807.37   (f) ADJ UNCH    1 2
 PW0199
 PW0199.Superseded values are not recommended for survey control.
 PW0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0199.See file dsdata.txt to determine how the superseded data were derived.
 PW0199
 PW0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK278759(NAD 83)
 PW0199_MARKER: DB = BENCH MARK DISK
 PW0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0199_SP_SET: ABUTMENT
 PW0199_STAMPING: W 123 1957
 PW0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0199
 PW0199  HISTORY     - Date     Condition        Report By
 PW0199  HISTORY     - 1957     MONUMENTED       CGS
 PW0199  HISTORY     - 1983     GOOD             NGS
 PW0199
 PW0199                          STATION DESCRIPTION
 PW0199
 PW0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0199'1.0 MI NW FROM RANCHESTER.
 PW0199'ABOUT 1.0 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0199'RAILROAD FROM THE STATION AT RANCHESTER, IN THE TOP OF THE SOUTHWEST
 PW0199'END OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 715.87 OVER
 PW0199'FIVE MILE CREEK, 5 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT
 PW0199'1 FOOT BELOW THE LEVEL OF THE TRACK.
 PW0199
 PW0199                          STATION RECOVERY (1983)
 PW0199
 PW0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0199'ADD: THE MARK IS NOW 0.6 M (2 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0031 ***********************************************************************
 OU0031  DESIGNATION -  W 124
 OU0031  PID         -  OU0031
 OU0031  STATE/COUNTY-  WY/WESTON
 OU0031  USGS QUAD   -  OWENS (1951)
 OU0031
 OU0031                         *CURRENT SURVEY CONTROL
 OU0031  ___________________________________________________________________
 OU0031* NAD 83(1986)-  43 42 14.     (N)    104 07 43.     (W)     SCALED    
 OU0031* NAVD 88     -      1221.055  (meters)    4006.08   (feet)  ADJUSTED  
 OU0031  ___________________________________________________________________
 OU0031  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 OU0031  DYNAMIC HT  -        1220.535 (meters)    4004.37  (feet)  COMP
 OU0031  MODELED GRAV-     980,150.7   (mgal)                       NAVD 88
 OU0031
 OU0031  VERT ORDER  -  FIRST     CLASS II
 OU0031
 OU0031.The horizontal coordinates were scaled from a topographic map and have
 OU0031.an estimated accuracy of +/- 6 seconds.
 OU0031
 OU0031.The orthometric height was determined by differential leveling
 OU0031.and adjusted by the National Geodetic Survey in June 1991..
 OU0031
 OU0031.The geoid height was determined by GEOID03.
 OU0031
 OU0031.The dynamic height is computed by dividing the NAVD 88
 OU0031.geopotential number by the normal gravity value computed on the
 OU0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0031.degrees latitude (g = 980.6199 gals.).
 OU0031
 OU0031.The modeled gravity was interpolated from observed gravity values.
 OU0031
 OU0031;                    North         East    Units  Estimated Accuracy
 OU0031;SPC WY E     -   356,370.      283,670.      MT  (+/- 180 meters Scaled)
 OU0031
 OU0031                          SUPERSEDED SURVEY CONTROL
 OU0031
 OU0031  NGVD 29 (??/??/92) 1220.451  (m)         4004.10   (f) ADJ UNCH    1 2
 OU0031
 OU0031.Superseded values are not recommended for survey control.
 OU0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0031.See file dsdata.txt to determine how the superseded data were derived.
 OU0031
 OU0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ702393(NAD 83)
 OU0031_MARKER: DB = BENCH MARK DISK
 OU0031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OU0031_SP_SET: HEADWALL
 OU0031_STAMPING: W 124 1957
 OU0031_MARK LOGO: CGS   
 OU0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0031
 OU0031  HISTORY     - Date     Condition        Report By
 OU0031  HISTORY     - 1957     MONUMENTED       CGS
 OU0031  HISTORY     - 1985     GOOD             NGS
 OU0031
 OU0031                          STATION DESCRIPTION
 OU0031
 OU0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0031'11.8 MI SE FROM NEWCASTLE.
 OU0031'ABOUT 11.85 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0031'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 13,
 OU0031'T. 43 N., R. 61 W., 0.9 MILE SOUTH OF OWENS SIDING, 8 POLES
 OU0031'SOUTH OF MILEPOST 509, 9 POLES NORTH OF A PRIVATE ROAD CROSSING,
 OU0031'3 RAILS SOUTH OF THE SWITCH STAND AT THE SOUTH END OF OWENS
 OU0031'SIDING, IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A
 OU0031'12X12-FOOT CONCRETE BOX CULVERT, 13 1/2 FEET EAST OF THE EAST
 OU0031'RAIL AND ABOUT 4 FEET LOWER THAN THE TRACK.
 OU0031
 OU0031                          STATION RECOVERY (1985)
 OU0031
 OU0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0031'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--17.75 KM (11.1 MI) SOUTH
 OU0031'ALONG OLD US HIGHWAY 85 FROM THE NEW US HIGHWAY 85 OVERPASS BRIDGE
 OU0031'OVER THE BURLINGTON NORTHERN RAILROAD AT NEWCASTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0069 ***********************************************************************
 OU0069  DESIGNATION -  W 125
 OU0069  PID         -  OU0069
 OU0069  STATE/COUNTY-  WY/WESTON
 OU0069  USGS QUAD   -  OSAGE (1972)
 OU0069
 OU0069                         *CURRENT SURVEY CONTROL
 OU0069  ___________________________________________________________________
 OU0069* NAD 83(1986)-  43 56 22.     (N)    104 22 39.     (W)     SCALED    
 OU0069* NAVD 88     -      1302.694  (meters)    4273.92   (feet)  ADJUSTED  
 OU0069  ___________________________________________________________________
 OU0069  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 OU0069  DYNAMIC HT  -        1302.137 (meters)    4272.09  (feet)  COMP
 OU0069  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 OU0069
 OU0069  VERT ORDER  -  FIRST     CLASS II
 OU0069
 OU0069.The horizontal coordinates were scaled from a topographic map and have
 OU0069.an estimated accuracy of +/- 6 seconds.
 OU0069
 OU0069.The orthometric height was determined by differential leveling
 OU0069.and adjusted by the National Geodetic Survey in June 1991..
 OU0069.WARNING-Repeat measurements at this control monument indicate possible
 OU0069.vertical movement.
 OU0069
 OU0069.The geoid height was determined by GEOID03.
 OU0069
 OU0069.The dynamic height is computed by dividing the NAVD 88
 OU0069.geopotential number by the normal gravity value computed on the
 OU0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0069.degrees latitude (g = 980.6199 gals.).
 OU0069
 OU0069.The modeled gravity was interpolated from observed gravity values.
 OU0069
 OU0069;                    North         East    Units  Estimated Accuracy
 OU0069;SPC WY E     -   382,320.      263,360.      MT  (+/- 180 meters Scaled)
 OU0069
 OU0069                          SUPERSEDED SURVEY CONTROL
 OU0069
 OU0069  NGVD 29 (??/??/92) 1302.041  (m)         4271.78   (f) ADJ UNCH    1 2
 OU0069
 OU0069.Superseded values are not recommended for survey control.
 OU0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0069.See file dsdata.txt to determine how the superseded data were derived.
 OU0069
 OU0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ499653(NAD 83)
 OU0069_MARKER: DB = BENCH MARK DISK
 OU0069_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OU0069_SP_SET: HEADWALL
 OU0069_STAMPING: W 125 1957
 OU0069_MARK LOGO: CGS   
 OU0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0069+STABILITY: SURFACE MOTION
 OU0069
 OU0069  HISTORY     - Date     Condition        Report By
 OU0069  HISTORY     - 1957     MONUMENTED       CGS
 OU0069  HISTORY     - 1985     GOOD             NGS
 OU0069
 OU0069                          STATION DESCRIPTION
 OU0069
 OU0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0069'3.6 MI SE FROM OSAGE.
 OU0069'ABOUT 3.6 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0069'QUINCY RAILROAD FROM THE STATION AT OSAGE, IN THE TOP OF THE
 OU0069'NORTHWEST END OF THE SOUTHWEST HEAD WALL OF TWIN 6 X 8-FOOT
 OU0069'CONCRETE BOX CULVERTS NUMBER 531.81, 10 FEET SOUTHWEST OF THE
 OU0069'SOUTHWEST RAIL AND ABOUT 3 FEET LOWER THAN THE TRACK.
 OU0069
 OU0069                          STATION RECOVERY (1985)
 OU0069
 OU0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0069'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--18.35 KM (11.45 MI)
 OU0069'NORTHWEST ALONG US HIGHWAY 16 FROM THE COUNTY COURTHOUSE AT NEWCASTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0045 ***********************************************************************
 PW0045  DESIGNATION -  W 126
 PW0045  PID         -  PW0045
 PW0045  STATE/COUNTY-  WY/SHERIDAN
 PW0045  USGS QUAD   -  CLEARMONT (1971)
 PW0045
 PW0045                         *CURRENT SURVEY CONTROL
 PW0045  ___________________________________________________________________
 PW0045* NAD 83(1986)-  44 38 30.     (N)    106 29 31.     (W)     SCALED    
 PW0045* NAVD 88     -      1262.594  (meters)    4142.36   (feet)  ADJUSTED  
 PW0045  ___________________________________________________________________
 PW0045  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 PW0045  DYNAMIC HT  -        1262.087 (meters)    4140.70  (feet)  COMP
 PW0045  MODELED GRAV-     980,172.4   (mgal)                       NAVD 88
 PW0045
 PW0045  VERT ORDER  -  FIRST     CLASS II
 PW0045
 PW0045.The horizontal coordinates were scaled from a topographic map and have
 PW0045.an estimated accuracy of +/- 6 seconds.
 PW0045
 PW0045.The orthometric height was determined by differential leveling
 PW0045.and adjusted by the National Geodetic Survey in June 1991..
 PW0045
 PW0045.The geoid height was determined by GEOID03.
 PW0045
 PW0045.The dynamic height is computed by dividing the NAVD 88
 PW0045.geopotential number by the normal gravity value computed on the
 PW0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0045.degrees latitude (g = 980.6199 gals.).
 PW0045
 PW0045.The modeled gravity was interpolated from observed gravity values.
 PW0045
 PW0045;                    North         East    Units  Estimated Accuracy
 PW0045;SPC WYEC     -   560,390.      466,750.      MT  (+/- 180 meters Scaled)
 PW0045
 PW0045                          SUPERSEDED SURVEY CONTROL
 PW0045
 PW0045  NGVD 29 (??/??/92) 1261.856  (m)         4139.94   (f) ADJ UNCH    1 2
 PW0045
 PW0045.Superseded values are not recommended for survey control.
 PW0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0045.See file dsdata.txt to determine how the superseded data were derived.
 PW0045
 PW0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK816442(NAD 83)
 PW0045_MARKER: DB = BENCH MARK DISK
 PW0045_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0045_SP_SET: 45 FEET
 PW0045_STAMPING: W 126 1957
 PW0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0045
 PW0045  HISTORY     - Date     Condition        Report By
 PW0045  HISTORY     - 1957     MONUMENTED       CGS
 PW0045
 PW0045                          STATION DESCRIPTION
 PW0045
 PW0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0045'6.3 MI W FROM CLEARMONT.
 PW0045'6.3 MILES WEST ALONG THE CHICAGO, BURLINGTON, AND QUINCY RAILROAD FROM
 PW0045'THE STATION AT CLEARMONT, 75 FEET EAST OF THE 1ST POLE EAST OF
 PW0045'MILEPOST 667, 73 FEET NORTH OF THE NORTH RAIL, 3 FEET SOUTH OF A
 PW0045'FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 PW0045'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 PW0045'THAT IS DRIVEN TO A DEPTH OF 45 FEET AND IS ENCASED IN A 6-INCH TILE
 PW0045'THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0047 ***********************************************************************
 PW0047  DESIGNATION -  W 127
 PW0047  PID         -  PW0047
 PW0047  STATE/COUNTY-  WY/SHERIDAN
 PW0047  USGS QUAD   -  CLEARMONT (1971)
 PW0047
 PW0047                         *CURRENT SURVEY CONTROL
 PW0047  ___________________________________________________________________
 PW0047* NAD 83(1986)-  44 37 59.     (N)    106 27 08.     (W)     SCALED    
 PW0047* NAVD 88     -      1239.170  (meters)    4065.51   (feet)  ADJUSTED  
 PW0047  ___________________________________________________________________
 PW0047  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 PW0047  DYNAMIC HT  -        1238.677 (meters)    4063.89  (feet)  COMP
 PW0047  MODELED GRAV-     980,177.5   (mgal)                       NAVD 88
 PW0047
 PW0047  VERT ORDER  -  FIRST     CLASS II
 PW0047
 PW0047.The horizontal coordinates were scaled from a topographic map and have
 PW0047.an estimated accuracy of +/- 6 seconds.
 PW0047
 PW0047.The orthometric height was determined by differential leveling
 PW0047.and adjusted by the National Geodetic Survey in June 1991..
 PW0047
 PW0047.The geoid height was determined by GEOID03.
 PW0047
 PW0047.The dynamic height is computed by dividing the NAVD 88
 PW0047.geopotential number by the normal gravity value computed on the
 PW0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0047.degrees latitude (g = 980.6199 gals.).
 PW0047
 PW0047.The modeled gravity was interpolated from observed gravity values.
 PW0047
 PW0047;                    North         East    Units  Estimated Accuracy
 PW0047;SPC WYEC     -   559,470.      469,910.      MT  (+/- 180 meters Scaled)
 PW0047
 PW0047                          SUPERSEDED SURVEY CONTROL
 PW0047
 PW0047  NGVD 29 (??/??/92) 1238.442  (m)         4063.12   (f) ADJ UNCH    1 2
 PW0047
 PW0047.Superseded values are not recommended for survey control.
 PW0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0047.See file dsdata.txt to determine how the superseded data were derived.
 PW0047
 PW0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK848432(NAD 83)
 PW0047_MARKER: DB = BENCH MARK DISK
 PW0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0047_STAMPING: W 127 1957
 PW0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0047+STABILITY: SURFACE MOTION
 PW0047
 PW0047  HISTORY     - Date     Condition        Report By
 PW0047  HISTORY     - 1957     MONUMENTED       CGS
 PW0047
 PW0047                          STATION DESCRIPTION
 PW0047
 PW0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0047'4.2 MI W FROM CLEARMONT.
 PW0047'4.2 MILES WEST ALONG THE CHICAGO, BURLING, AND QUINCY RAILROAD FROM
 PW0047'THE STATION AT CLEARMONT, 71 FEET NORTHEAST OF THE 3RD POLE EAST OF
 PW0047'MILEPOST 665, ABOUT 0.1 MILE EAST OF A PRIVATE ROAD CROSSING, 90 FEET
 PW0047'NORTH OF THE NORTH RAIL, 5 1/2 FEET SOUTH OF A FENCE, 39 FEET SOUTH OF
 PW0047'THE CENTER LINE OF A GRAVEL ROAD, 2 FEET WEST OF A WHITE WOODEN
 PW0047'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND 1 FOOT
 PW0047'BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 PW0047'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0145 ***********************************************************************
 PW0145  DESIGNATION -  W 128
 PW0145  PID         -  PW0145
 PW0145  STATE/COUNTY-  WY/SHERIDAN
 PW0145  USGS QUAD   -  SHERIDAN (1977)
 PW0145
 PW0145                         *CURRENT SURVEY CONTROL
 PW0145  ___________________________________________________________________
 PW0145* NAD 83(1986)-  44 49 45.     (N)    106 52 54.     (W)     SCALED    
 PW0145* NAVD 88     -      1147.402  (meters)    3764.43   (feet)  ADJUSTED  
 PW0145  ___________________________________________________________________
 PW0145  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 PW0145  DYNAMIC HT  -        1147.001 (meters)    3763.12  (feet)  COMP
 PW0145  MODELED GRAV-     980,228.5   (mgal)                       NAVD 88
 PW0145
 PW0145  VERT ORDER  -  FIRST     CLASS II
 PW0145
 PW0145.The horizontal coordinates were scaled from a topographic map and have
 PW0145.an estimated accuracy of +/- 6 seconds.
 PW0145
 PW0145.The orthometric height was determined by differential leveling
 PW0145.and adjusted by the National Geodetic Survey in June 1991..
 PW0145
 PW0145.The geoid height was determined by GEOID03.
 PW0145
 PW0145.The dynamic height is computed by dividing the NAVD 88
 PW0145.geopotential number by the normal gravity value computed on the
 PW0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0145.degrees latitude (g = 980.6199 gals.).
 PW0145
 PW0145.The modeled gravity was interpolated from observed gravity values.
 PW0145
 PW0145;                    North         East    Units  Estimated Accuracy
 PW0145;SPC WYEC     -   580,980.      435,720.      MT  (+/- 180 meters Scaled)
 PW0145
 PW0145                          SUPERSEDED SURVEY CONTROL
 PW0145
 PW0145  NGVD 29 (??/??/92) 1146.692  (m)         3762.11   (f) ADJ UNCH    1 2
 PW0145
 PW0145.Superseded values are not recommended for survey control.
 PW0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0145.See file dsdata.txt to determine how the superseded data were derived.
 PW0145
 PW0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK512656(NAD 83)
 PW0145_MARKER: DB = BENCH MARK DISK
 PW0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0145_SP_SET: SIPHON
 PW0145_STAMPING: W 128 1957
 PW0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0145
 PW0145  HISTORY     - Date     Condition        Report By
 PW0145  HISTORY     - 1957     MONUMENTED       CGS
 PW0145
 PW0145                          STATION DESCRIPTION
 PW0145
 PW0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0145'5.25 MI NE FROM SHERIDAN.
 PW0145'5.25 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0145'FROM THE STATION AT SHERIDAN, AT THE WAKELEY SIDING, 7 POLES EAST OF
 PW0145'THE WAKELEY STATION SIGN, 5 RAILS WEST OF THE ROAD CROSSING, IN THE
 PW0145'TOP OF THE WEST CONCRETE WALL OF AN IRRIGATION SIPHON UNDER THE TRACK,
 PW0145'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0192 ***********************************************************************
 PW0192  DESIGNATION -  W 129
 PW0192  PID         -  PW0192
 PW0192  STATE/COUNTY-  WY/SHERIDAN
 PW0192  USGS QUAD   -  DAYTON NORTH (1978)
 PW0192
 PW0192                         *CURRENT SURVEY CONTROL
 PW0192  ___________________________________________________________________
 PW0192* NAD 83(1986)-  44 56 20.     (N)    107 16 44.     (W)     SCALED    
 PW0192* NAVD 88     -      1257.718  (meters)    4126.36   (feet)  ADJUSTED  
 PW0192  ___________________________________________________________________
 PW0192  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 PW0192  DYNAMIC HT  -        1257.262 (meters)    4124.87  (feet)  COMP
 PW0192  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 PW0192
 PW0192  VERT ORDER  -  FIRST     CLASS II
 PW0192
 PW0192.The horizontal coordinates were scaled from a topographic map and have
 PW0192.an estimated accuracy of +/- 6 seconds.
 PW0192
 PW0192.The orthometric height was determined by differential leveling
 PW0192.and adjusted by the National Geodetic Survey in June 1991..
 PW0192
 PW0192.The geoid height was determined by GEOID03.
 PW0192
 PW0192.The dynamic height is computed by dividing the NAVD 88
 PW0192.geopotential number by the normal gravity value computed on the
 PW0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0192.degrees latitude (g = 980.6199 gals.).
 PW0192
 PW0192.The modeled gravity was interpolated from observed gravity values.
 PW0192
 PW0192;                    North         East    Units  Estimated Accuracy
 PW0192;SPC WYEC     -   593,080.      404,300.      MT  (+/- 180 meters Scaled)
 PW0192
 PW0192                          SUPERSEDED SURVEY CONTROL
 PW0192
 PW0192  NGVD 29 (??/??/92) 1256.940  (m)         4123.81   (f) ADJ UNCH    1 2
 PW0192
 PW0192.Superseded values are not recommended for survey control.
 PW0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0192.See file dsdata.txt to determine how the superseded data were derived.
 PW0192
 PW0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK201786(NAD 83)
 PW0192_MARKER: DB = BENCH MARK DISK
 PW0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0192_SP_SET: ABUTMENT
 PW0192_STAMPING: W 129 1957
 PW0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0192
 PW0192  HISTORY     - Date     Condition        Report By
 PW0192  HISTORY     - 1957     MONUMENTED       CGS
 PW0192
 PW0192                          STATION DESCRIPTION
 PW0192
 PW0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0192'2.95 MI SE FROM PARKMAN.
 PW0192'ABOUT 2.95 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0192'RAILROAD FROM THE STATION AT PARKMAN, 5 POLES WEST OF MILEPOST 721, IN
 PW0192'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF BRIDGE 721.12, 5 1/2
 PW0192'FEET SOUTH OF THE SOUTH RAIL AND ABOUT 2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0075 ***********************************************************************
 PY0075  DESIGNATION -  W 13
 PY0075  PID         -  PY0075
 PY0075  STATE/COUNTY-  WY/TETON
 PY0075  USGS QUAD   -  FLAGG RANCH (1996)
 PY0075
 PY0075                         *CURRENT SURVEY CONTROL
 PY0075  ___________________________________________________________________
 PY0075* NAD 83(1986)-  44 01 33.     (N)    110 41 35.     (W)     SCALED    
 PY0075* NAVD 88     -      2206.997  (meters)    7240.79   (feet)  ADJUSTED  
 PY0075  ___________________________________________________________________
 PY0075  GEOID HEIGHT-          -8.56  (meters)                     GEOID03
 PY0075  DYNAMIC HT  -        2205.585 (meters)    7236.16  (feet)  COMP
 PY0075  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 PY0075
 PY0075  VERT ORDER  -  FIRST     CLASS II
 PY0075
 PY0075.The horizontal coordinates were scaled from a topographic map and have
 PY0075.an estimated accuracy of +/- 6 seconds.
 PY0075
 PY0075.The orthometric height was determined by differential leveling
 PY0075.and adjusted by the National Geodetic Survey in June 1991..
 PY0075.WARNING-Repeat measurements at this control monument indicate possible
 PY0075.vertical movement.
 PY0075
 PY0075.The geoid height was determined by GEOID03.
 PY0075
 PY0075.The dynamic height is computed by dividing the NAVD 88
 PY0075.geopotential number by the normal gravity value computed on the
 PY0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0075.degrees latitude (g = 980.6199 gals.).
 PY0075
 PY0075.The modeled gravity was interpolated from observed gravity values.
 PY0075
 PY0075;                    North         East    Units  Estimated Accuracy
 PY0075;SPC WY W     -   491,800.      751,120.      MT  (+/- 180 meters Scaled)
 PY0075
 PY0075                          SUPERSEDED SURVEY CONTROL
 PY0075
 PY0075  NGVD 29 (??/??/92) 2205.752  (m)         7236.70   (f) ADJ UNCH    1 2
 PY0075
 PY0075.Superseded values are not recommended for survey control.
 PY0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0075.See file dsdata.txt to determine how the superseded data were derived.
 PY0075
 PY0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP245747(NAD 83)
 PY0075_MARKER: DB = BENCH MARK DISK
 PY0075_SETTING: 80 = SET IN A BOULDER
 PY0075_SP_SET: BOULDER
 PY0075_STAMPING: W 13 1923 7236.685
 PY0075_MARK LOGO: CGS   
 PY0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0075+STABILITY: SURFACE MOTION
 PY0075
 PY0075  HISTORY     - Date     Condition        Report By
 PY0075  HISTORY     - 1923     MONUMENTED       CGS
 PY0075  HISTORY     - 1956     GOOD             USGS
 PY0075  HISTORY     - 1977     GOOD             USGS
 PY0075
 PY0075                          STATION DESCRIPTION
 PY0075
 PY0075'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 PY0075'8.3 MI S FROM SOUTH ENTRANCE.
 PY0075'IN TETON COUNTY, 8.3 MILES SOUTH ALONG US 89-287 FROM SOUTH ENTRANCE,
 PY0075'YELLOWSTONE NATIONAL PARK, 5.7 MILES SOUTH OF FLAGG RANCH, 57 FEET
 PY0075'WEST OF HIGHWAY CENTERLINE AT JUNCTION OF OLD AND NEW ROADS, 57 FEET
 PY0075'NORTH OF CULVERT ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A
 PY0075'LARGE BOULDER.  A STANDARD DISK, STAMPED 7236.685 W 13 1923.
 PY0075
 PY0075                          STATION RECOVERY (1977)
 PY0075
 PY0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 PY0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0169 ***********************************************************************
 MO0169  DESIGNATION -  W 130
 MO0169  PID         -  MO0169
 MO0169  STATE/COUNTY-  WY/LARAMIE
 MO0169  USGS QUAD   -  J H D RANCH (1991)
 MO0169
 MO0169                         *CURRENT SURVEY CONTROL
 MO0169  ___________________________________________________________________
 MO0169* NAD 83(1986)-  41 23 28.     (N)    104 39 40.     (W)     SCALED    
 MO0169* NAVD 88     -      1801.441  (meters)    5910.23   (feet)  ADJUSTED  
 MO0169  ___________________________________________________________________
 MO0169  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 MO0169  DYNAMIC HT  -        1799.962 (meters)    5905.38  (feet)  COMP
 MO0169  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 MO0169
 MO0169  VERT ORDER  -  SECOND    CLASS 0
 MO0169
 MO0169.The horizontal coordinates were scaled from a topographic map and have
 MO0169.an estimated accuracy of +/- 6 seconds.
 MO0169
 MO0169.The orthometric height was determined by differential leveling
 MO0169.and adjusted by the National Geodetic Survey in June 1991..
 MO0169
 MO0169.The geoid height was determined by GEOID03.
 MO0169
 MO0169.The dynamic height is computed by dividing the NAVD 88
 MO0169.geopotential number by the normal gravity value computed on the
 MO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0169.degrees latitude (g = 980.6199 gals.).
 MO0169
 MO0169.The modeled gravity was interpolated from observed gravity values.
 MO0169
 MO0169;                    North         East    Units  Estimated Accuracy
 MO0169;SPC WY E     -    99,080.      242,280.      MT  (+/- 180 meters Scaled)
 MO0169
 MO0169                          SUPERSEDED SURVEY CONTROL
 MO0169
 MO0169  NGVD 29 (??/??/92) 1800.50   (m)         5907.1    (f) COMPUTED    2 0
 MO0169
 MO0169.Superseded values are not recommended for survey control.
 MO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0169.See file dsdata.txt to determine how the superseded data were derived.
 MO0169
 MO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF283822(NAD 83)
 MO0169_MARKER: DB = BENCH MARK DISK
 MO0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0169_STAMPING: W 130 1959
 MO0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0169+STABILITY: SURFACE MOTION
 MO0169
 MO0169  HISTORY     - Date     Condition        Report By
 MO0169  HISTORY     - 1959     MONUMENTED       CGS
 MO0169
 MO0169                          STATION DESCRIPTION
 MO0169
 MO0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0169'22.7 MI NE FROM CHEYENNE.
 MO0169'0.4 MILE NORTHEAST ON CENTRAL AVENUE FROM THE STATE CAPITOL AT
 MO0169'CHEYENNE, THENCE 0.8 MILE WEST ON PERSHING BOULEVARD, THENCE 5.7
 MO0169'MILES NORTH ON INTERSTATE HIGHWAY 25, THENCE NORTHWEST FOR 10.0
 MO0169'MILES ON U.S. HIGHWAY 85, THENCE NORTH ON GRAVELED ROAD FOR 2.5
 MO0169'MILES, THENCE EAST AND NORTH ON GRAVELED ROAD FOR 3.3 MILES, 59
 MO0169'FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 46 FEET NORTH
 MO0169'OF THE CENTER LINE OF A TRACK ROAD TO MISSILE SITE B AND ABOUT
 MO0169'LEVEL WITH THE MAIN ROAD.  SET IN A CONCRETE POST LEVEL WITH THE
 MO0169'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0258 ***********************************************************************
 MQ0258  DESIGNATION -  W 131
 MQ0258  PID         -  MQ0258
 MQ0258  STATE/COUNTY-  WY/SWEETWATER
 MQ0258  USGS QUAD   -  BRYAN (1980)
 MQ0258
 MQ0258                         *CURRENT SURVEY CONTROL
 MQ0258  ___________________________________________________________________
 MQ0258* NAD 83(1986)-  41 32 42.     (N)    109 42 47.     (W)     SCALED    
 MQ0258* NAVD 88     -      1897.797  (meters)    6226.36   (feet)  ADJUSTED  
 MQ0258  ___________________________________________________________________
 MQ0258  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 MQ0258  DYNAMIC HT  -        1896.159 (meters)    6220.98  (feet)  COMP
 MQ0258  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 MQ0258
 MQ0258  VERT ORDER  -  FIRST     CLASS II
 MQ0258
 MQ0258.The horizontal coordinates were scaled from a topographic map and have
 MQ0258.an estimated accuracy of +/- 6 seconds.
 MQ0258
 MQ0258.The orthometric height was determined by differential leveling
 MQ0258.and adjusted by the National Geodetic Survey in June 1991..
 MQ0258
 MQ0258.The geoid height was determined by GEOID03.
 MQ0258
 MQ0258.The dynamic height is computed by dividing the NAVD 88
 MQ0258.geopotential number by the normal gravity value computed on the
 MQ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0258.degrees latitude (g = 980.6199 gals.).
 MQ0258
 MQ0258.The modeled gravity was interpolated from observed gravity values.
 MQ0258
 MQ0258;                    North         East    Units  Estimated Accuracy
 MQ0258;SPC WYWC     -   116,490.      519,650.      MT  (+/- 180 meters Scaled)
 MQ0258
 MQ0258                          SUPERSEDED SURVEY CONTROL
 MQ0258
 MQ0258  NGVD 29 (06/08/92) 1896.485  (m)         6222.05   (f) ADJUSTED    1 2
 MQ0258
 MQ0258.Superseded values are not recommended for survey control.
 MQ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0258.See file dsdata.txt to determine how the superseded data were derived.
 MQ0258
 MQ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM073000(NAD 83)
 MQ0258_MARKER: DB = BENCH MARK DISK
 MQ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0258_STAMPING: W 131 1958
 MQ0258_MARK LOGO: CGS   
 MQ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0258+STABILITY: SURFACE MOTION
 MQ0258
 MQ0258  HISTORY     - Date     Condition        Report By
 MQ0258  HISTORY     - 1958     MONUMENTED       CGS
 MQ0258  HISTORY     - 1983     GOOD             NGS
 MQ0258
 MQ0258                          STATION DESCRIPTION
 MQ0258
 MQ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0258'13.75 MI W FROM GREEN RIVER.
 MQ0258'ABOUT 13.75 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0258'GREEN RIVER, 196 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ON THE
 MQ0258'CREST OF A HILL, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 3 FEET
 MQ0258'ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 MQ0258'PROJECTING 6 INCHES.
 MQ0258
 MQ0258                          STATION RECOVERY (1983)
 MQ0258
 MQ0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0258'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0258'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.  ADD 0.2 KM
 MQ0258'(0.1 MI) WEST OF THE CROSSING OF THE UNION PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0011 ***********************************************************************
 MR0011  DESIGNATION -  W 132
 MR0011  PID         -  MR0011
 MR0011  STATE/COUNTY-  WY/UINTA
 MR0011  USGS QUAD   -  CHURCH BUTTE (1969)
 MR0011
 MR0011                         *CURRENT SURVEY CONTROL
 MR0011  ___________________________________________________________________
 MR0011* NAD 83(1986)-  41 33 50.     (N)    110 09 11.     (W)     SCALED    
 MR0011* NAVD 88     -      1927.523  (meters)    6323.88   (feet)  ADJUSTED  
 MR0011  ___________________________________________________________________
 MR0011  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 MR0011  DYNAMIC HT  -        1925.855 (meters)    6318.41  (feet)  COMP
 MR0011  MODELED GRAV-     979,689.7   (mgal)                       NAVD 88
 MR0011
 MR0011  VERT ORDER  -  FIRST     CLASS II
 MR0011
 MR0011.The horizontal coordinates were scaled from a topographic map and have
 MR0011.an estimated accuracy of +/- 6 seconds.
 MR0011
 MR0011.The orthometric height was determined by differential leveling
 MR0011.and adjusted by the National Geodetic Survey in June 1991..
 MR0011
 MR0011.The geoid height was determined by GEOID03.
 MR0011
 MR0011.The dynamic height is computed by dividing the NAVD 88
 MR0011.geopotential number by the normal gravity value computed on the
 MR0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0011.degrees latitude (g = 980.6199 gals.).
 MR0011
 MR0011.The modeled gravity was interpolated from observed gravity values.
 MR0011
 MR0011;                    North         East    Units  Estimated Accuracy
 MR0011;SPC WY W     -   218,150.      794,190.      MT  (+/- 180 meters Scaled)
 MR0011
 MR0011                          SUPERSEDED SURVEY CONTROL
 MR0011
 MR0011  NGVD 29 (06/08/92) 1926.211  (m)         6319.58   (f) ADJUSTED    1 2
 MR0011
 MR0011.Superseded values are not recommended for survey control.
 MR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0011.See file dsdata.txt to determine how the superseded data were derived.
 MR0011
 MR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM706017(NAD 83)
 MR0011_MARKER: DB = BENCH MARK DISK
 MR0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0011_STAMPING: W 132 1958
 MR0011_MARK LOGO: CGS   
 MR0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0011+STABILITY: SURFACE MOTION
 MR0011
 MR0011  HISTORY     - Date     Condition        Report By
 MR0011  HISTORY     - 1958     MONUMENTED       CGS
 MR0011  HISTORY     - 1983     GOOD             NGS
 MR0011
 MR0011                          STATION DESCRIPTION
 MR0011
 MR0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0011'9.95 MI SW FROM GRANGER.
 MR0011'ABOUT 9.95 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0011'STATION AT GRANGER, 73 FEET WEST OF THE 5TH POLE WEST OF MILEPOST 857,
 MR0011'94 1/2 FEET SOUTH OF THE SOUTH RAIL, 190 FEET WEST-SOUTHWEST OF THE
 MR0011'SOUTH END OF A LARGE CONCRETE CULVERT, 91 FEET NORTH OF THE SOUTH
 MR0011'RIGHT OF WAY FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 MR0011'7 FEET BELOW THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING
 MR0011'6 INCHES.
 MR0011
 MR0011                          STATION RECOVERY (1983)
 MR0011
 MR0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0104 ***********************************************************************
 MR0104  DESIGNATION -  W 133
 MR0104  PID         -  MR0104
 MR0104  STATE/COUNTY-  WY/UINTA
 MR0104  USGS QUAD   -  BRIDGER (1978)
 MR0104
 MR0104                         *CURRENT SURVEY CONTROL
 MR0104  ___________________________________________________________________
 MR0104* NAD 83(1986)-  41 25 12.     (N)    110 30 57.     (W)     SCALED    
 MR0104* NAVD 88     -      1998.620  (meters)    6557.14   (feet)  ADJUSTED  
 MR0104  ___________________________________________________________________
 MR0104  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 MR0104  DYNAMIC HT  -        1996.903 (meters)    6551.51  (feet)  COMP
 MR0104  MODELED GRAV-     979,692.6   (mgal)                       NAVD 88
 MR0104
 MR0104  VERT ORDER  -  FIRST     CLASS II
 MR0104
 MR0104.The horizontal coordinates were scaled from a topographic map and have
 MR0104.an estimated accuracy of +/- 6 seconds.
 MR0104
 MR0104.The orthometric height was determined by differential leveling
 MR0104.and adjusted by the National Geodetic Survey in June 1991..
 MR0104
 MR0104.The geoid height was determined by GEOID03.
 MR0104
 MR0104.The dynamic height is computed by dividing the NAVD 88
 MR0104.geopotential number by the normal gravity value computed on the
 MR0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0104.degrees latitude (g = 980.6199 gals.).
 MR0104
 MR0104.The modeled gravity was interpolated from observed gravity values.
 MR0104
 MR0104;                    North         East    Units  Estimated Accuracy
 MR0104;SPC WY W     -   202,250.      763,850.      MT  (+/- 180 meters Scaled)
 MR0104
 MR0104                          SUPERSEDED SURVEY CONTROL
 MR0104
 MR0104  NGVD 29 (??/??/92) 1997.301  (m)         6552.81   (f) ADJ UNCH    1 2
 MR0104
 MR0104.Superseded values are not recommended for survey control.
 MR0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0104.See file dsdata.txt to determine how the superseded data were derived.
 MR0104
 MR0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL404854(NAD 83)
 MR0104_MARKER: DB = BENCH MARK DISK
 MR0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0104_SP_SET: RETAINING WALL
 MR0104_STAMPING: W 133 1958
 MR0104_MARK LOGO: CGS   
 MR0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0104
 MR0104  HISTORY     - Date     Condition        Report By
 MR0104  HISTORY     - 1958     MONUMENTED       CGS
 MR0104  HISTORY     - 1983     GOOD             NGS
 MR0104
 MR0104                          STATION DESCRIPTION
 MR0104
 MR0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0104'4.75 MI W FROM CARTER.
 MR0104'ABOUT 4.75 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0104'STATION AT CARTER, 10 POLES WEST OF MILEPOST 880, IN THE TOP OF THE
 MR0104'SOUTH END OF THE EAST CONCRETE RETAINING WALL OF BRIDGE 880.23, 7 FEET
 MR0104'SOUTH OF THE SOUTH RAIL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 MR0104'TRACKS.
 MR0104
 MR0104                          STATION RECOVERY (1983)
 MR0104
 MR0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0104'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 MR0104'THE BRIDGE STRUCTURE WAS REMOVED ON 7/18/83, THE ABUTMENT AND MARK ARE
 MR0104'STILL THERE BUT ARE COVERED UP WITH A LARGE AMOUNT OF DIRT.  NOTE=NOT
 MR0104'LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0129 ***********************************************************************
 MR0129  DESIGNATION -  W 134
 MR0129  PID         -  MR0129
 MR0129  STATE/COUNTY-  WY/UINTA
 MR0129  USGS QUAD   -  PIEDMONT RESERVOIR (1978)
 MR0129
 MR0129                         *CURRENT SURVEY CONTROL
 MR0129  ___________________________________________________________________
 MR0129* NAD 83(1986)-  41 13 02.     (N)    110 44 04.     (W)     SCALED    
 MR0129* NAVD 88     -      2175.921  (meters)    7138.83   (feet)  ADJUSTED  
 MR0129  ___________________________________________________________________
 MR0129  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 MR0129  DYNAMIC HT  -        2173.878 (meters)    7132.13  (feet)  COMP
 MR0129  MODELED GRAV-     979,606.9   (mgal)                       NAVD 88
 MR0129
 MR0129  VERT ORDER  -  FIRST     CLASS II
 MR0129
 MR0129.The horizontal coordinates were scaled from a topographic map and have
 MR0129.an estimated accuracy of +/- 6 seconds.
 MR0129
 MR0129.The orthometric height was determined by differential leveling
 MR0129.and adjusted by the National Geodetic Survey in June 1991..
 MR0129
 MR0129.The geoid height was determined by GEOID03.
 MR0129
 MR0129.The dynamic height is computed by dividing the NAVD 88
 MR0129.geopotential number by the normal gravity value computed on the
 MR0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0129.degrees latitude (g = 980.6199 gals.).
 MR0129
 MR0129.The modeled gravity was interpolated from observed gravity values.
 MR0129
 MR0129;                    North         East    Units  Estimated Accuracy
 MR0129;SPC WY W     -   179,850.      745,400.      MT  (+/- 180 meters Scaled)
 MR0129
 MR0129                          SUPERSEDED SURVEY CONTROL
 MR0129
 MR0129  NGVD 29 (06/08/92) 2174.577  (m)         7134.42   (f) ADJUSTED    1 2
 MR0129
 MR0129.Superseded values are not recommended for survey control.
 MR0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0129.See file dsdata.txt to determine how the superseded data were derived.
 MR0129
 MR0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL222629(NAD 83)
 MR0129_MARKER: DB = BENCH MARK DISK
 MR0129_SETTING: 66 = SET IN ROCK OUTCROP
 MR0129_SP_SET: SANDSTONE OUTCROP
 MR0129_STAMPING: W 134 1958
 MR0129_MARK LOGO: CGS   
 MR0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0129+STABILITY: POSITION/ELEVATION WELL
 MR0129
 MR0129  HISTORY     - Date     Condition        Report By
 MR0129  HISTORY     - 1958     MONUMENTED       CGS
 MR0129  HISTORY     - 1983     GOOD             NGS
 MR0129
 MR0129                          STATION DESCRIPTION
 MR0129
 MR0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0129'3.15 MI NE FROM ALTAMONT.
 MR0129'ABOUT 3.15 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0129'STATION AT ALTAMONT, ABOUT 0.55 MILE NORTHEAST OF MILEPOST 901, IN THE
 MR0129'TOP OF A LARGE SANDSTONE OUTCROP, ABOUT 0.1 MILE SOUTHWEST OF THE FORK
 MR0129'OF THE EAST AND WEST BOUND TRACKS, 4 RAILS SOUTHWEST OF THE SOUTHWEST
 MR0129'END OF A SMALL FILL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACKS.
 MR0129
 MR0129                          STATION RECOVERY (1983)
 MR0129
 MR0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0113 ***********************************************************************
 MR0113  DESIGNATION -  W 135
 MR0113  PID         -  MR0113
 MR0113  STATE/COUNTY-  WY/UINTA
 MR0113  USGS QUAD   -  BRIDGER (1978)
 MR0113
 MR0113                         *CURRENT SURVEY CONTROL
 MR0113  ___________________________________________________________________
 MR0113* NAD 83(1986)-  41 22 53.     (N)    110 35 41.     (W)     SCALED    
 MR0113* NAVD 88     -      2020.439  (meters)    6628.72   (feet)  ADJUSTED  
 MR0113  ___________________________________________________________________
 MR0113  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 MR0113  DYNAMIC HT  -        2018.655 (meters)    6622.87  (feet)  COMP
 MR0113  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 MR0113
 MR0113  VERT ORDER  -  FIRST     CLASS II
 MR0113
 MR0113.The horizontal coordinates were scaled from a topographic map and have
 MR0113.an estimated accuracy of +/- 6 seconds.
 MR0113
 MR0113.The orthometric height was determined by differential leveling
 MR0113.and adjusted by the National Geodetic Survey in June 1991..
 MR0113
 MR0113.The geoid height was determined by GEOID03.
 MR0113
 MR0113.The dynamic height is computed by dividing the NAVD 88
 MR0113.geopotential number by the normal gravity value computed on the
 MR0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0113.degrees latitude (g = 980.6199 gals.).
 MR0113
 MR0113.The modeled gravity was interpolated from observed gravity values.
 MR0113
 MR0113;                    North         East    Units  Estimated Accuracy
 MR0113;SPC WY W     -   198,000.      757,230.      MT  (+/- 180 meters Scaled)
 MR0113
 MR0113                          SUPERSEDED SURVEY CONTROL
 MR0113
 MR0113  NGVD 29 (06/08/92) 2019.159  (m)         6624.52   (f) ADJUSTED    1 2
 MR0113
 MR0113.Superseded values are not recommended for survey control.
 MR0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0113.See file dsdata.txt to determine how the superseded data were derived.
 MR0113
 MR0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL338811(NAD 83)
 MR0113_MARKER: DB = BENCH MARK DISK
 MR0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0113_SP_SET: CULVERT
 MR0113_STAMPING: W 135 1958
 MR0113_MARK LOGO: CGS   
 MR0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0113
 MR0113  HISTORY     - Date     Condition        Report By
 MR0113  HISTORY     - 1958     MONUMENTED       CGS
 MR0113  HISTORY     - 1983     GOOD             NGS
 MR0113
 MR0113                          STATION DESCRIPTION
 MR0113
 MR0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0113'10.5 MI SW FROM CARTER.
 MR0113'ABOUT 10.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0113'STATION AT CARTER, 1 1/2 POLES SOUTHWEST OF MILEPOST 886, IN THE TOP
 MR0113'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF CULVERT
 MR0113'886.04, ABOUT 0.55 MILES SOUTHWEST OF THE BRIDGER STATION SIGN, 14
 MR0113'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 4 FEET BELOW THE LEVEL
 MR0113'OF THE TRACKS.
 MR0113
 MR0113                          STATION RECOVERY (1983)
 MR0113
 MR0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0158 ***********************************************************************
 NR0158  DESIGNATION -  W 141
 NR0158  PID         -  NR0158
 NR0158  STATE/COUNTY-  WY/NATRONA
 NR0158  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0158
 NR0158                         *CURRENT SURVEY CONTROL
 NR0158  ___________________________________________________________________
 NR0158* NAD 83(1986)-  42 42 41.     (N)    106 31 29.     (W)     SCALED    
 NR0158* NAVD 88     -      1659.104  (meters)    5443.24   (feet)  ADJUSTED  
 NR0158  ___________________________________________________________________
 NR0158  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 NR0158  DYNAMIC HT  -        1658.041 (meters)    5439.76  (feet)  COMP
 NR0158  MODELED GRAV-     979,921.3   (mgal)                       NAVD 88
 NR0158
 NR0158  VERT ORDER  -  FIRST     CLASS II
 NR0158
 NR0158.The horizontal coordinates were scaled from a topographic map and have
 NR0158.an estimated accuracy of +/- 6 seconds.
 NR0158
 NR0158.The orthometric height was determined by differential leveling
 NR0158.and adjusted by the National Geodetic Survey in June 1991..
 NR0158.WARNING-Repeat measurements at this control monument indicate possible
 NR0158.vertical movement.
 NR0158
 NR0158.The geoid height was determined by GEOID03.
 NR0158
 NR0158.The dynamic height is computed by dividing the NAVD 88
 NR0158.geopotential number by the normal gravity value computed on the
 NR0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0158.degrees latitude (g = 980.6199 gals.).
 NR0158
 NR0158.The modeled gravity was interpolated from observed gravity values.
 NR0158
 NR0158;                    North         East    Units  Estimated Accuracy
 NR0158;SPC WYEC     -   345,910.      466,240.      MT  (+/- 180 meters Scaled)
 NR0158
 NR0158                          SUPERSEDED SURVEY CONTROL
 NR0158
 NR0158  NGVD 29 (06/08/92) 1658.216  (m)         5440.33   (f) ADJUSTED    1 2
 NR0158
 NR0158.Superseded values are not recommended for survey control.
 NR0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0158.See file dsdata.txt to determine how the superseded data were derived.
 NR0158
 NR0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH751298(NAD 83)
 NR0158_MARKER: DB = BENCH MARK DISK
 NR0158_SETTING: 66 = SET IN ROCK OUTCROP
 NR0158_SP_SET: FLAT ROCK
 NR0158_STAMPING: W 141 1959
 NR0158_MARK LOGO: CGS   
 NR0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0158+STABILITY: POSITION/ELEVATION WELL
 NR0158
 NR0158  HISTORY     - Date     Condition        Report By
 NR0158  HISTORY     - 1959     MONUMENTED       CGS
 NR0158  HISTORY     - 1982     GOOD             NGS
 NR0158
 NR0158                          STATION DESCRIPTION
 NR0158
 NR0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0158'15.75 MI SW FROM CASPER.
 NR0158'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0158'POSTOFFICE AT CASPER, THENCE ABOUT 0.95 MILE SOUTHEAST ALONG A DIRT
 NR0158'ROAD WHICH IS MEDICINE BOW ROAD, ON THE TOP OF A RIDGE, 22 FEET
 NR0158'SOUTHWEST OF THE CENTER LINE OF THE ROAD, IN SECTION 27, R 81 W, T 32
 NR0158'N, IN THE TOP OF A LARGE FLAT ROCK WHICH PROJECTS 1 FOOT, AND ABOUT 4
 NR0158'FEET ABOVE THE LEVEL OF THE ROAD.
 NR0158
 NR0158                          STATION RECOVERY (1982)
 NR0158
 NR0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0158'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  19.5 KM (12.1
 NR0158'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS JUNCTION WITH STATE
 NR0158'HIGHWAY 257 IN CASPER, THENCE 1.5 KM (0.95 MI) SOUTHWEST ALONG A DIRT
 NR0158'ROAD (OLD MEDICINE BOW ROAD), IN THE CENTER OF THE EASTERN 1/2 OF A 5
 NR0158'BY 5 FT. EXPOSED AREA OF OUTCROPPING BEDROCK AND 6.7 METERS (22.0 FT)
 NR0158'SOUTHWEST OF THE CENTER OF THE ROAD.
 NR0158'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0356 ***********************************************************************
 NQ0356  DESIGNATION -  W 143
 NQ0356  PID         -  NQ0356
 NQ0356  STATE/COUNTY-  WY/ALBANY
 NQ0356  USGS QUAD   -  FLETCHER PARK (1992)
 NQ0356
 NQ0356                         *CURRENT SURVEY CONTROL
 NQ0356  ___________________________________________________________________
 NQ0356* NAD 83(1986)-  42 08 29.     (N)    105 21 07.     (W)     SCALED    
 NQ0356* NAVD 88     -      2098.832  (meters)    6885.92   (feet)  ADJUSTED  
 NQ0356  ___________________________________________________________________
 NQ0356  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 NQ0356  DYNAMIC HT  -        2097.361 (meters)    6881.09  (feet)  COMP
 NQ0356  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 NQ0356
 NQ0356  VERT ORDER  -  SECOND    CLASS 0
 NQ0356
 NQ0356.The horizontal coordinates were scaled from a topographic map and have
 NQ0356.an estimated accuracy of +/- 6 seconds.
 NQ0356
 NQ0356.The orthometric height was determined by differential leveling
 NQ0356.and adjusted by the National Geodetic Survey in June 1991..
 NQ0356
 NQ0356.The geoid height was determined by GEOID03.
 NQ0356
 NQ0356.The dynamic height is computed by dividing the NAVD 88
 NQ0356.geopotential number by the normal gravity value computed on the
 NQ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0356.degrees latitude (g = 980.6199 gals.).
 NQ0356
 NQ0356.The modeled gravity was interpolated from observed gravity values.
 NQ0356
 NQ0356;                    North         East    Units  Estimated Accuracy
 NQ0356;SPC WY E     -   182,300.      184,690.      MT  (+/- 180 meters Scaled)
 NQ0356
 NQ0356                          SUPERSEDED SURVEY CONTROL
 NQ0356
 NQ0356  NGVD 29 (??/??/92) 2097.987  (m)         6883.15   (f) ADJ UNCH    2 0
 NQ0356
 NQ0356.Superseded values are not recommended for survey control.
 NQ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0356.See file dsdata.txt to determine how the superseded data were derived.
 NQ0356
 NQ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG709655(NAD 83)
 NQ0356_MARKER: DB = BENCH MARK DISK
 NQ0356_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0356_SP_SET: ROCK OUTCROP
 NQ0356_STAMPING: W 143 1959
 NQ0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0356+STABILITY: POSITION/ELEVATION WELL
 NQ0356
 NQ0356  HISTORY     - Date     Condition        Report By
 NQ0356  HISTORY     - 1959     MONUMENTED       CGS
 NQ0356
 NQ0356                          STATION DESCRIPTION
 NQ0356
 NQ0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0356'27 MI NW FROM WHEATLAND.
 NQ0356'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0356'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0356'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0356'A PAVED ROAD, THENCE ABOUT 11.0 MILES ALONG A GRADED DIRT ROAD,
 NQ0356'IN THE NORTHWEST 1/4 OF SECTION 15, T 25 N, R 71 W, IN THE TOP
 NQ0356'OF A SMALL GRANITE ROCK OUTCROP WHICH IS LOCATED ON A NARROW
 NQ0356'RIDGE LIKE STRATA OF ROCK OUTCROPS PROJECTING 1 1/2 FEET, IN A
 NQ0356'CLEARING, ABOUT 0.2 MILE NORTH OF A CATTLE GUARD IN AN EAST-WEST
 NQ0356'FENCE, AND 159 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 NQ0356'A TRACK ROAD LEADING NORTH TO THE WM. GOODRICH RANCH, AND ABOUT
 NQ0356'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0381 ***********************************************************************
 NQ0381  DESIGNATION -  W 144
 NQ0381  PID         -  NQ0381
 NQ0381  STATE/COUNTY-  WY/ALBANY
 NQ0381  USGS QUAD   -  PINTO CREEK (1968)
 NQ0381
 NQ0381                         *CURRENT SURVEY CONTROL
 NQ0381  ___________________________________________________________________
 NQ0381* NAD 83(1986)-  42 06 59.     (N)    105 39 59.     (W)     SCALED    
 NQ0381* NAVD 88     -      2135.312  (meters)    7005.60   (feet)  ADJUSTED  
 NQ0381  ___________________________________________________________________
 NQ0381  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 NQ0381  DYNAMIC HT  -        2133.665 (meters)    7000.20  (feet)  COMP
 NQ0381  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 NQ0381
 NQ0381  VERT ORDER  -  SECOND    CLASS 0
 NQ0381
 NQ0381.The horizontal coordinates were scaled from a topographic map and have
 NQ0381.an estimated accuracy of +/- 6 seconds.
 NQ0381
 NQ0381.The orthometric height was determined by differential leveling
 NQ0381.and adjusted by the National Geodetic Survey in June 1991..
 NQ0381
 NQ0381.The geoid height was determined by GEOID03.
 NQ0381
 NQ0381.The dynamic height is computed by dividing the NAVD 88
 NQ0381.geopotential number by the normal gravity value computed on the
 NQ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0381.degrees latitude (g = 980.6199 gals.).
 NQ0381
 NQ0381.The modeled gravity was interpolated from observed gravity values.
 NQ0381
 NQ0381;                    North         East    Units  Estimated Accuracy
 NQ0381;SPC WY E     -   179,630.      158,680.      MT  (+/- 180 meters Scaled)
 NQ0381
 NQ0381                          SUPERSEDED SURVEY CONTROL
 NQ0381
 NQ0381  NGVD 29 (??/??/92) 2134.315  (m)         7002.33   (f) ADJ UNCH    2 0
 NQ0381
 NQ0381.Superseded values are not recommended for survey control.
 NQ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0381.See file dsdata.txt to determine how the superseded data were derived.
 NQ0381
 NQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG449629(NAD 83)
 NQ0381_MARKER: DB = BENCH MARK DISK
 NQ0381_SETTING: 80 = SET IN A BOULDER
 NQ0381_SP_SET: BOULDER
 NQ0381_STAMPING: W 144 1959
 NQ0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0381+STABILITY: SURFACE MOTION
 NQ0381
 NQ0381  HISTORY     - Date     Condition        Report By
 NQ0381  HISTORY     - 1959     MONUMENTED       CGS
 NQ0381
 NQ0381                          STATION DESCRIPTION
 NQ0381
 NQ0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0381'3.5 MI W FROM GARRETT.
 NQ0381'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0381'POST OFFICE AT GARRETT, THENCE ABOUT 2.9 MILES WEST ALONG A
 NQ0381'GRADED DIRT ROAD, IN THE NORTHEAST 1/4 OF SECTION 25, T 25 N,
 NQ0381'R 74 W, 53 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ON THE
 NQ0381'INSIDE OF A CURVE, IN THE TOP OF THE WEST END OF A 3 X 5-FOOT
 NQ0381'GRANITE BOULDER PROJECTING 1 1/2 FEET, 140 YARDS WEST OF THE
 NQ0381'JUNCTION OF A TRACK ROAD LEADING NORTH-NORTHEAST TO THE DUNLAP
 NQ0381'RANCH, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0405 ***********************************************************************
 NQ0405  DESIGNATION -  W 145
 NQ0405  PID         -  NQ0405
 NQ0405  STATE/COUNTY-  WY/ALBANY
 NQ0405  USGS QUAD   -  PASS CREEK (1964)
 NQ0405
 NQ0405                         *CURRENT SURVEY CONTROL
 NQ0405  ___________________________________________________________________
 NQ0405* NAD 83(1986)-  42 16 53.     (N)    105 53 21.     (W)     SCALED    
 NQ0405* NAVD 88     -      2204.277  (meters)    7231.87   (feet)  ADJUSTED  
 NQ0405  ___________________________________________________________________
 NQ0405  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 NQ0405  DYNAMIC HT  -        2202.569 (meters)    7226.26  (feet)  COMP
 NQ0405  MODELED GRAV-     979,766.5   (mgal)                       NAVD 88
 NQ0405
 NQ0405  VERT ORDER  -  SECOND    CLASS 0
 NQ0405
 NQ0405.The horizontal coordinates were scaled from a topographic map and have
 NQ0405.an estimated accuracy of +/- 6 seconds.
 NQ0405
 NQ0405.The orthometric height was determined by differential leveling
 NQ0405.and adjusted by the National Geodetic Survey in June 1991..
 NQ0405
 NQ0405.The geoid height was determined by GEOID03.
 NQ0405
 NQ0405.The dynamic height is computed by dividing the NAVD 88
 NQ0405.geopotential number by the normal gravity value computed on the
 NQ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0405.degrees latitude (g = 980.6199 gals.).
 NQ0405
 NQ0405.The modeled gravity was interpolated from observed gravity values.
 NQ0405
 NQ0405;                    North         East    Units  Estimated Accuracy
 NQ0405;SPC WY E     -   198,080.      140,410.      MT  (+/- 180 meters Scaled)
 NQ0405
 NQ0405                          SUPERSEDED SURVEY CONTROL
 NQ0405
 NQ0405  NGVD 29 (??/??/92) 2203.243  (m)         7228.47   (f) ADJ UNCH    2 0
 NQ0405
 NQ0405.Superseded values are not recommended for survey control.
 NQ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0405.See file dsdata.txt to determine how the superseded data were derived.
 NQ0405
 NQ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG266814(NAD 83)
 NQ0405_MARKER: DB = BENCH MARK DISK
 NQ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0405_STAMPING: W 145 1959
 NQ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0405+STABILITY: SURFACE MOTION
 NQ0405
 NQ0405  HISTORY     - Date     Condition        Report By
 NQ0405  HISTORY     - 1959     MONUMENTED       CGS
 NQ0405
 NQ0405                          STATION DESCRIPTION
 NQ0405
 NQ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0405'27 MI NW FROM GARRETT.
 NQ0405'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE
 NQ0405'OLD POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG A
 NQ0405'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6 MILE
 NQ0405'SOUTH ALONG THE OLD FETTERMAN ROAD WHICH IS COUNTY ROAD 61,
 NQ0405'THENCE ABOUT 15.45 MILES NORTHWEST ALONG A GRADED DIRT ROAD
 NQ0405'WHICH IS COUNTY ROAD 64, THENCE ABOUT 2.25 MILES WEST ALONG A
 NQ0405'GRADED DIRT ROAD WHICH IS COUNTY ROAD 619, OR ABOUT 6.65
 NQ0405'MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE RANCH BUILDINGS
 NQ0405'AT LITTLE MEDICINE, THENCE ABOUT 4.55 MILES EAST-SOUTHEAST
 NQ0405'ALONG A GRADED DIRT ROAD WHICH IS COUNTY ROAD 619, AT THE
 NQ0405'JUNCTION WITH COUNTY ROAD 610, IN THE EAST SIDE OF SECTION 25,
 NQ0405'T 27 N, R 76 W, 370 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 NQ0405'95 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET EAST OF A
 NQ0405'METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING
 NQ0405'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0309 ***********************************************************************
 NQ0309  DESIGNATION -  W 15
 NQ0309  PID         -  NQ0309
 NQ0309  STATE/COUNTY-  WY/CONVERSE
 NQ0309  USGS QUAD   -  DOUGLAS (1974)
 NQ0309
 NQ0309                         *CURRENT SURVEY CONTROL
 NQ0309  ___________________________________________________________________
 NQ0309* NAD 83(1986)-  42 47 20.     (N)    105 25 10.     (W)     SCALED    
 NQ0309* NAVD 88     -      1474.013  (meters)    4835.99   (feet)  ADJUSTED  
 NQ0309  ___________________________________________________________________
 NQ0309  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 NQ0309  DYNAMIC HT  -        1473.086 (meters)    4832.95  (feet)  COMP
 NQ0309  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 NQ0309
 NQ0309  VERT ORDER  -  FIRST     CLASS II
 NQ0309
 NQ0309.The horizontal coordinates were scaled from a topographic map and have
 NQ0309.an estimated accuracy of +/- 6 seconds.
 NQ0309
 NQ0309.The orthometric height was determined by differential leveling
 NQ0309.and adjusted by the National Geodetic Survey in June 1991..
 NQ0309
 NQ0309.The geoid height was determined by GEOID03.
 NQ0309
 NQ0309.The dynamic height is computed by dividing the NAVD 88
 NQ0309.geopotential number by the normal gravity value computed on the
 NQ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0309.degrees latitude (g = 980.6199 gals.).
 NQ0309
 NQ0309.The modeled gravity was interpolated from observed gravity values.
 NQ0309
 NQ0309;                    North         East    Units  Estimated Accuracy
 NQ0309;SPC WY E     -   254,230.      179,320.      MT  (+/- 180 meters Scaled)
 NQ0309
 NQ0309                          SUPERSEDED SURVEY CONTROL
 NQ0309
 NQ0309  NGVD 29 (??/??/92) 1473.147  (m)         4833.15   (f) ADJ UNCH    1 2
 NQ0309
 NQ0309.Superseded values are not recommended for survey control.
 NQ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0309.See file dsdata.txt to determine how the superseded data were derived.
 NQ0309
 NQ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH656374(NAD 83)
 NQ0309_MARKER: DB = BENCH MARK DISK
 NQ0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0309_SP_SET: BRIDGE
 NQ0309_STAMPING: W 15 1934
 NQ0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0309
 NQ0309  HISTORY     - Date     Condition        Report By
 NQ0309  HISTORY     - 1934     MONUMENTED       CGS
 NQ0309
 NQ0309                          STATION DESCRIPTION
 NQ0309
 NQ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0309'3 MI NW FROM DOUGLAS.
 NQ0309'ABOUT 3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0309'RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY, ABOUT
 NQ0309'2,920 FEET NORTHWEST OF MILEPOST 151, AT THE BRIDGE OVER NORTH
 NQ0309'PLATTE RIVER, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT,
 NQ0309'3.5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1/2 FOOT LOWER THAN
 NQ0309'THE TRACK.  A STANDARD DISK, STAMPED W 15 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0204 ***********************************************************************
 MQ0204  DESIGNATION -  W 150
 MQ0204  PID         -  MQ0204
 MQ0204  STATE/COUNTY-  WY/SWEETWATER
 MQ0204  USGS QUAD   -  BAXTER (1978)
 MQ0204
 MQ0204                         *CURRENT SURVEY CONTROL
 MQ0204  ___________________________________________________________________
 MQ0204* NAD 83(1986)-  41 30 48.     (N)    109 02 31.     (W)     SCALED    
 MQ0204* NAVD 88     -      2029.123  (meters)    6657.21   (feet)  ADJUSTED  
 MQ0204  ___________________________________________________________________
 MQ0204  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 MQ0204  DYNAMIC HT  -        2027.398 (meters)    6651.55  (feet)  COMP
 MQ0204  MODELED GRAV-     979,700.1   (mgal)                       NAVD 88
 MQ0204
 MQ0204  VERT ORDER  -  SECOND    CLASS 0
 MQ0204
 MQ0204.The horizontal coordinates were scaled from a topographic map and have
 MQ0204.an estimated accuracy of +/- 6 seconds.
 MQ0204
 MQ0204.The orthometric height was determined by differential leveling
 MQ0204.and adjusted by the National Geodetic Survey in June 1991..
 MQ0204
 MQ0204.The geoid height was determined by GEOID03.
 MQ0204
 MQ0204.The dynamic height is computed by dividing the NAVD 88
 MQ0204.geopotential number by the normal gravity value computed on the
 MQ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0204.degrees latitude (g = 980.6199 gals.).
 MQ0204
 MQ0204.The modeled gravity was interpolated from observed gravity values.
 MQ0204
 MQ0204;                    North         East    Units  Estimated Accuracy
 MQ0204;SPC WYWC     -   112,570.      575,630.      MT  (+/- 180 meters Scaled)
 MQ0204
 MQ0204                          SUPERSEDED SURVEY CONTROL
 MQ0204
 MQ0204  NGVD 29 (??/??/92) 2027.832  (m)         6652.98   (f) ADJ UNCH    2 0
 MQ0204
 MQ0204.Superseded values are not recommended for survey control.
 MQ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0204.See file dsdata.txt to determine how the superseded data were derived.
 MQ0204
 MQ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL633975(NAD 83)
 MQ0204_MARKER: DB = BENCH MARK DISK
 MQ0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0204_STAMPING: W 150 1962
 MQ0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0204+STABILITY: SURFACE MOTION
 MQ0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0204+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0204
 MQ0204  HISTORY     - Date     Condition        Report By
 MQ0204  HISTORY     - 1962     MONUMENTED       CGS
 MQ0204  HISTORY     - 20011003 GOOD             WYHD
 MQ0204
 MQ0204                          STATION DESCRIPTION
 MQ0204
 MQ0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0204'11.1 MI SE FROM ROCK SPRINGS.
 MQ0204'11.1 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0204'ROCK SPRINGS, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A TRACK ROAD
 MQ0204'NORTHEAST, 79 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.4
 MQ0204'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 MQ0204'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 MQ0204'GROUND.
 MQ0204
 MQ0204                          STATION RECOVERY (2001)
 MQ0204
 MQ0204'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0159 ***********************************************************************
 MR0159  DESIGNATION -  W 151
 MR0159  PID         -  MR0159
 MR0159  STATE/COUNTY-  WY/UINTA
 MR0159  USGS QUAD   -  MYERS RESERVOIR (1965)
 MR0159
 MR0159                         *CURRENT SURVEY CONTROL
 MR0159  ___________________________________________________________________
 MR0159* NAD 83(1986)-  41 02 47.     (N)    110 53 21.     (W)     SCALED    
 MR0159* NAVD 88     -      2294.325  (meters)    7527.30   (feet)  ADJUSTED  
 MR0159  ___________________________________________________________________
 MR0159  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 MR0159  DYNAMIC HT  -        2292.108 (meters)    7520.02  (feet)  COMP
 MR0159  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 MR0159
 MR0159  VERT ORDER  -  SECOND    CLASS 0
 MR0159
 MR0159.The horizontal coordinates were scaled from a topographic map and have
 MR0159.an estimated accuracy of +/- 6 seconds.
 MR0159
 MR0159.The orthometric height was determined by differential leveling
 MR0159.and adjusted by the National Geodetic Survey in June 1991..
 MR0159
 MR0159.The geoid height was determined by GEOID03.
 MR0159
 MR0159.The dynamic height is computed by dividing the NAVD 88
 MR0159.geopotential number by the normal gravity value computed on the
 MR0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0159.degrees latitude (g = 980.6199 gals.).
 MR0159
 MR0159.The modeled gravity was interpolated from observed gravity values.
 MR0159
 MR0159;                    North         East    Units  Estimated Accuracy
 MR0159;SPC WY W     -   160,990.      732,250.      MT  (+/- 180 meters Scaled)
 MR0159
 MR0159                          SUPERSEDED SURVEY CONTROL
 MR0159
 MR0159  NGVD 29 (??/??/92) 2292.894  (m)         7522.60   (f) ADJ UNCH    2 0
 MR0159
 MR0159.Superseded values are not recommended for survey control.
 MR0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0159.See file dsdata.txt to determine how the superseded data were derived.
 MR0159
 MR0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL093439(NAD 83)
 MR0159_MARKER: DB = BENCH MARK DISK
 MR0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0159_SP_SET: FOUNDATION
 MR0159_STAMPING: W 151 1962
 MR0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0159
 MR0159  HISTORY     - Date     Condition        Report By
 MR0159  HISTORY     - 1962     MONUMENTED       CGS
 MR0159
 MR0159                          STATION DESCRIPTION
 MR0159
 MR0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0159'19.8 MI SE FROM EVANSTON.
 MR0159'19.8 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0159'OF U.S. HIGHWAY 189 AT EVANSTON, 0.1 MILE EAST OF THE ABANDONED AHAN
 MR0159'SCHOOL BUILDING, ON THE OUTSIDE OF A CURVE, 200 FEET WEST OF THE
 MR0159'CENTER OF THE JUNCTION OF A DIRT ROAD WEST, IN THE TOP OF THE CONCRETE
 MR0159'FOUNDATION FOR A STEEL RAIL CATTLEGUARD ACROSS THE ROAD, 12 FEET NORTH
 MR0159'OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FOOT LOWER THAN THE ROAD,
 MR0159'AND 5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0050 ***********************************************************************
 MQ0050  DESIGNATION -  W 152
 MQ0050  PID         -  MQ0050
 MQ0050  STATE/COUNTY-  WY/SWEETWATER
 MQ0050  USGS QUAD   -  ERICKSON-KENT RANCH (1978)
 MQ0050
 MQ0050                         *CURRENT SURVEY CONTROL
 MQ0050  ___________________________________________________________________
 MQ0050* NAD 83(1986)-  41 14 40.     (N)    108 50 04.     (W)     SCALED    
 MQ0050* NAVD 88     -      2113.289  (meters)    6933.35   (feet)  ADJUSTED  
 MQ0050  ___________________________________________________________________
 MQ0050  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 MQ0050  DYNAMIC HT  -        2111.368 (meters)    6927.05  (feet)  COMP
 MQ0050  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 MQ0050
 MQ0050  VERT ORDER  -  SECOND    CLASS 0
 MQ0050
 MQ0050.The horizontal coordinates were scaled from a topographic map and have
 MQ0050.an estimated accuracy of +/- 6 seconds.
 MQ0050
 MQ0050.The orthometric height was determined by differential leveling
 MQ0050.and adjusted by the National Geodetic Survey in June 1991..
 MQ0050
 MQ0050.The geoid height was determined by GEOID03.
 MQ0050
 MQ0050.The dynamic height is computed by dividing the NAVD 88
 MQ0050.geopotential number by the normal gravity value computed on the
 MQ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0050.degrees latitude (g = 980.6199 gals.).
 MQ0050
 MQ0050.The modeled gravity was interpolated from observed gravity values.
 MQ0050
 MQ0050;                    North         East    Units  Estimated Accuracy
 MQ0050;SPC WYWC     -    82,670.      592,920.      MT  (+/- 180 meters Scaled)
 MQ0050
 MQ0050                          SUPERSEDED SURVEY CONTROL
 MQ0050
 MQ0050  NGVD 29 (??/??/92) 2111.929  (m)         6928.89   (f) ADJ UNCH    2 0
 MQ0050
 MQ0050.Superseded values are not recommended for survey control.
 MQ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0050.See file dsdata.txt to determine how the superseded data were derived.
 MQ0050
 MQ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL814681(NAD 83)
 MQ0050_MARKER: DB = BENCH MARK DISK
 MQ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0050_STAMPING: W 152 1962
 MQ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0050+STABILITY: SURFACE MOTION
 MQ0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0050+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0050
 MQ0050  HISTORY     - Date     Condition        Report By
 MQ0050  HISTORY     - 1962     MONUMENTED       CGS
 MQ0050  HISTORY     - 1970     GOOD             NGS
 MQ0050  HISTORY     - 1982     GOOD             NGS
 MQ0050  HISTORY     - 20011003 GOOD             WYHD
 MQ0050
 MQ0050                          STATION DESCRIPTION
 MQ0050
 MQ0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0050'36.65 MI SE FROM ROCK SPRINGS.
 MQ0050'36.65 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0050'ROCK SPRINGS, 75 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET
 MQ0050'EAST OF A DRAINAGE DITCH, 2.0 FEET NORTH OF A WITNESS POST, ABOUT
 MQ0050'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MQ0050'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 MQ0050
 MQ0050                          STATION RECOVERY (1970)
 MQ0050
 MQ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MQ0050'RECOVERED IN GOOD CONDITION.
 MQ0050
 MQ0050                          STATION RECOVERY (1982)
 MQ0050
 MQ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 MQ0050'A NEW WITNESS POST WAS ADDED AT THIS TIME. IT IS 59.0 KM (36.65 MI)
 MQ0050'SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT ROCK
 MQ0050'SPRINGS, 22.9 M (75 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 0.6
 MQ0050'MILE (2 FT) NORTH OF THE OLD GREEN WITNESS POST.
 MQ0050
 MQ0050                          STATION RECOVERY (2001)
 MQ0050
 MQ0050'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0168 ***********************************************************************
 MR0168  DESIGNATION -  W 153
 MR0168  PID         -  MR0168
 MR0168  STATE/COUNTY-  WY/UINTA
 MR0168  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0168
 MR0168                         *CURRENT SURVEY CONTROL
 MR0168  ___________________________________________________________________
 MR0168* NAD 83(1986)-  41 08 41.     (N)    110 50 39.     (W)     SCALED    
 MR0168* NAVD 88     -      2201.856  (meters)    7223.92   (feet)  ADJUSTED  
 MR0168  ___________________________________________________________________
 MR0168  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 MR0168  DYNAMIC HT  -        2199.778 (meters)    7217.10  (feet)  COMP
 MR0168  MODELED GRAV-     979,601.1   (mgal)                       NAVD 88
 MR0168
 MR0168  VERT ORDER  -  SECOND    CLASS 0
 MR0168
 MR0168.The horizontal coordinates were scaled from a topographic map and have
 MR0168.an estimated accuracy of +/- 6 seconds.
 MR0168
 MR0168.The orthometric height was determined by differential leveling
 MR0168.and adjusted by the National Geodetic Survey in June 1991..
 MR0168
 MR0168.The geoid height was determined by GEOID03.
 MR0168
 MR0168.The dynamic height is computed by dividing the NAVD 88
 MR0168.geopotential number by the normal gravity value computed on the
 MR0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0168.degrees latitude (g = 980.6199 gals.).
 MR0168
 MR0168.The modeled gravity was interpolated from observed gravity values.
 MR0168
 MR0168;                    North         East    Units  Estimated Accuracy
 MR0168;SPC WY W     -   171,870.      736,130.      MT  (+/- 180 meters Scaled)
 MR0168
 MR0168                          SUPERSEDED SURVEY CONTROL
 MR0168
 MR0168  NGVD 29 (??/??/92) 2200.427  (m)         7219.23   (f) ADJ UNCH    2 0
 MR0168
 MR0168.Superseded values are not recommended for survey control.
 MR0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0168.See file dsdata.txt to determine how the superseded data were derived.
 MR0168
 MR0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL130548(NAD 83)
 MR0168_MARKER: DB = BENCH MARK DISK
 MR0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0168_STAMPING: W 153 1962
 MR0168_MARK LOGO: CGS   
 MR0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0168+STABILITY: SURFACE MOTION
 MR0168
 MR0168  HISTORY     - Date     Condition        Report By
 MR0168  HISTORY     - 1962     MONUMENTED       CGS
 MR0168  HISTORY     - 19920926 GOOD             WYDT
 MR0168
 MR0168                          STATION DESCRIPTION
 MR0168
 MR0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0168'11.2 MI SE FROM EVANSTON.
 MR0168'11.2 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0168'OF U.S. HIGHWAY 189 AT EVANSTON, 0.45 MILE SOUTH OF THE JUNCTION OF A
 MR0168'GRAVELED ROAD EAST, 0.2 MILE NORTH OF THE JUNCTION OF A DIRT ROAD
 MR0168'WEST, 47 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET WEST OF
 MR0168'A FENCE, 1.9 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 MR0168'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 MR0168'ABOVE THE GROUND.
 MR0168
 MR0168                          STATION RECOVERY (1992)
 MR0168
 MR0168'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1992 (RAR)
 MR0168'RECOVERED IN GOOD CONDITION, BUT CONSTRUCTION ON ROAD NEXT TO MARKER
 MR0168'WILL BE DESTROYED.  WE WILL SET NEW MARKER UPON YOUR REQUEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0114 ***********************************************************************
 PY0114  DESIGNATION -  W 157
 PY0114  PID         -  PY0114
 PY0114  STATE/COUNTY-  WY/PARK
 PY0114  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0114
 PY0114                         *CURRENT SURVEY CONTROL
 PY0114  ___________________________________________________________________
 PY0114* NAD 83(1986)-  44 45 44.     (N)    110 43 52.     (W)     SCALED    
 PY0114* NAVD 88     -      2296.279  (meters)    7533.71   (feet)  ADJUSTED  
 PY0114  ___________________________________________________________________
 PY0114  GEOID HEIGHT-          -8.51  (meters)                     GEOID03
 PY0114  DYNAMIC HT  -        2294.877 (meters)    7529.11  (feet)  COMP
 PY0114  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 PY0114
 PY0114  VERT ORDER  -  FIRST     CLASS II
 PY0114
 PY0114.The horizontal coordinates were scaled from a topographic map and have
 PY0114.an estimated accuracy of +/- 6 seconds.
 PY0114
 PY0114.The orthometric height was determined by differential leveling
 PY0114.and adjusted by the National Geodetic Survey in June 1991..
 PY0114
 PY0114.The geoid height was determined by GEOID03.
 PY0114
 PY0114.The dynamic height is computed by dividing the NAVD 88
 PY0114.geopotential number by the normal gravity value computed on the
 PY0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0114.degrees latitude (g = 980.6199 gals.).
 PY0114
 PY0114.The modeled gravity was interpolated from observed gravity values.
 PY0114
 PY0114;                    North         East    Units  Estimated Accuracy
 PY0114;SPC WYWC     -   475,350.      443,160.      MT  (+/- 180 meters Scaled)
 PY0114
 PY0114                          SUPERSEDED SURVEY CONTROL
 PY0114
 PY0114  NGVD 29 (08/20/92) 2294.953  (m)         7529.36   (f) ADJUSTED    1 2
 PY0114
 PY0114.Superseded values are not recommended for survey control.
 PY0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0114.See file dsdata.txt to determine how the superseded data were derived.
 PY0114
 PY0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ212565(NAD 83)
 PY0114_MARKER: DB = BENCH MARK DISK
 PY0114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PY0114_SP_SET: COPPER-CLAD STEEL ROD
 PY0114_STAMPING: W 157 1960
 PY0114_MARK LOGO: CGS   
 PY0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0114
 PY0114  HISTORY     - Date     Condition        Report By
 PY0114  HISTORY     - 1960     MONUMENTED       CGS
 PY0114  HISTORY     - 1983     GOOD             NGS
 PY0114  HISTORY     - 1987     GOOD             NGS
 PY0114
 PY0114                          STATION DESCRIPTION
 PY0114
 PY0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0114'3.65 MI N FROM NORRIS.
 PY0114'ABOUT 3.65 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS
 PY0114'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 120 FEET SOUTHWEST OF THE
 PY0114'CENTER LINE OF THE HIGHWAY, IN THE SOUTH EDGE OF A SMALL CLEARING
 PY0114'AMONG PINE TREES, 102 FEET NORTH OF THE NORTH EDGE OF A CLEARING OR
 PY0114'MEADOW AND SUMP HOLE, ABOUT 4 FEET BELOW THE HIGHWAY, AND IN THE TOP
 PY0114'OF A 6-INCH TILE PIPE FILLED WITH CONCRETE PROJECTING 4 INCHES.
 PY0114
 PY0114                          STATION RECOVERY (1983)
 PY0114
 PY0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0114'RECOVERED IN GOOD CONDITION.
 PY0114
 PY0114                          STATION RECOVERY (1987)
 PY0114
 PY0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0363 ***********************************************************************
 PW0363  DESIGNATION -  W 159
 PW0363  PID         -  PW0363
 PW0363  STATE/COUNTY-  WY/BIG HORN
 PW0363  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0363
 PW0363                         *CURRENT SURVEY CONTROL
 PW0363  ___________________________________________________________________
 PW0363* NAD 83(1986)-  44 33 10.     (N)    107 44 24.     (W)     SCALED    
 PW0363* NAVD 88     -      1316.702  (meters)    4319.88   (feet)  ADJUSTED  
 PW0363  ___________________________________________________________________
 PW0363  GEOID HEIGHT-         -10.34  (meters)                     GEOID03
 PW0363  DYNAMIC HT  -        1316.164 (meters)    4318.11  (feet)  COMP
 PW0363  MODELED GRAV-     980,163.2   (mgal)                       NAVD 88
 PW0363
 PW0363  VERT ORDER  -  SECOND    CLASS 0
 PW0363
 PW0363.The horizontal coordinates were scaled from a topographic map and have
 PW0363.an estimated accuracy of +/- 6 seconds.
 PW0363
 PW0363.The orthometric height was determined by differential leveling
 PW0363.and adjusted by the National Geodetic Survey in June 1991..
 PW0363
 PW0363.The geoid height was determined by GEOID03.
 PW0363
 PW0363.The dynamic height is computed by dividing the NAVD 88
 PW0363.geopotential number by the normal gravity value computed on the
 PW0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0363.degrees latitude (g = 980.6199 gals.).
 PW0363
 PW0363.The modeled gravity was interpolated from observed gravity values.
 PW0363
 PW0363;                    North         East    Units  Estimated Accuracy
 PW0363;SPC WYEC     -   550,250.      367,690.      MT  (+/- 180 meters Scaled)
 PW0363
 PW0363                          SUPERSEDED SURVEY CONTROL
 PW0363
 PW0363  NGVD 29 (??/??/92) 1315.886  (m)         4317.20   (f) ADJ UNCH    2 0
 PW0363
 PW0363.Superseded values are not recommended for survey control.
 PW0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0363.See file dsdata.txt to determine how the superseded data were derived.
 PW0363
 PW0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK823369(NAD 83)
 PW0363_MARKER: DB = BENCH MARK DISK
 PW0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0363_SP_SET: CULVERT
 PW0363_STAMPING: W 159 1966
 PW0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0363
 PW0363  HISTORY     - Date     Condition        Report By
 PW0363  HISTORY     - 1966     MONUMENTED       CGS
 PW0363
 PW0363                          STATION DESCRIPTION
 PW0363
 PW0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0363'2.5 MI NE FROM SHELL.
 PW0363'2.5 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0363'SHELL, 0.2 MILE SOUTHWEST OF FIVE SISTERS LODGE, AT THE JUNCTION OF A
 PW0363'DRIVEWAY SOUTHEAST, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 PW0363'CONCRETE WALL OF AN IRRIGATION SIPHON WITH AN 18-INCH PIPE CULVERT
 PW0363'UNDER THE HIGHWAY, 46 FEET SOUTHEAST OF THE CENTER LINE OF THE
 PW0363'HIGHWAY, 58 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVEWAY, AND
 PW0363'ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0004 ***********************************************************************
 NR0004  DESIGNATION -  W 16
 NR0004  PID         -  NR0004
 NR0004  STATE/COUNTY-  WY/NATRONA
 NR0004  USGS QUAD   -  BROOKHURST (1984)
 NR0004
 NR0004                         *CURRENT SURVEY CONTROL
 NR0004  ___________________________________________________________________
 NR0004* NAD 83(1986)-  42 51 44.     (N)    106 10 20.     (W)     SCALED    
 NR0004* NAVD 88     -      1548.107  (meters)    5079.08   (feet)  ADJUSTED  
 NR0004  ___________________________________________________________________
 NR0004  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 NR0004  DYNAMIC HT  -        1547.131 (meters)    5075.88  (feet)  COMP
 NR0004  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 NR0004
 NR0004  VERT ORDER  -  FIRST     CLASS II
 NR0004
 NR0004.The horizontal coordinates were scaled from a topographic map and have
 NR0004.an estimated accuracy of +/- 6 seconds.
 NR0004
 NR0004.The orthometric height was determined by differential leveling
 NR0004.and adjusted by the National Geodetic Survey in June 1991..
 NR0004
 NR0004.The geoid height was determined by GEOID03.
 NR0004
 NR0004.The dynamic height is computed by dividing the NAVD 88
 NR0004.geopotential number by the normal gravity value computed on the
 NR0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0004.degrees latitude (g = 980.6199 gals.).
 NR0004
 NR0004.The modeled gravity was interpolated from observed gravity values.
 NR0004
 NR0004;                    North         East    Units  Estimated Accuracy
 NR0004;SPC WYEC     -   363,000.      494,880.      MT  (+/- 180 meters Scaled)
 NR0004
 NR0004                          SUPERSEDED SURVEY CONTROL
 NR0004
 NR0004  NGVD 29 (??/??/92) 1547.220  (m)         5076.17   (f) ADJ UNCH    1 2
 NR0004
 NR0004.Superseded values are not recommended for survey control.
 NR0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0004.See file dsdata.txt to determine how the superseded data were derived.
 NR0004
 NR0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH042461(NAD 83)
 NR0004_MARKER: DB = BENCH MARK DISK
 NR0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0004_STAMPING: W 16 1934
 NR0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0004+STABILITY: SURFACE MOTION
 NR0004
 NR0004  HISTORY     - Date     Condition        Report By
 NR0004  HISTORY     - 1934     MONUMENTED       CGS
 NR0004
 NR0004                          STATION DESCRIPTION
 NR0004
 NR0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0004'2.4 MI W FROM FRY.
 NR0004'ABOUT 2.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NR0004'FROM THE STATION AT FRY, NATRONA COUNTY, ABOUT 0.2 MILE WEST OF
 NR0004'MILEPOST 194, ABOUT 115 FEET SOUTHWEST OF THE CENTER LINE OF A DIM
 NR0004'ROAD CROSSING, AND 54 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 NR0004'STAMPED W 16 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0394 ***********************************************************************
 PW0394  DESIGNATION -  W 160
 PW0394  PID         -  PW0394
 PW0394  STATE/COUNTY-  WY/BIG HORN
 PW0394  USGS QUAD   -  SHELL FALLS (1993)
 PW0394
 PW0394                         *CURRENT SURVEY CONTROL
 PW0394  ___________________________________________________________________
 PW0394* NAD 83(1986)-  44 37 07.     (N)    107 31 11.     (W)     SCALED    
 PW0394* NAVD 88     -      2586.153  (meters)    8484.74   (feet)  ADJUSTED  
 PW0394  ___________________________________________________________________
 PW0394  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 PW0394  DYNAMIC HT  -        2584.711 (meters)    8480.01  (feet)  COMP
 PW0394  MODELED GRAV-     979,963.5   (mgal)                       NAVD 88
 PW0394
 PW0394  VERT ORDER  -  SECOND    CLASS 0
 PW0394
 PW0394.The horizontal coordinates were scaled from a topographic map and have
 PW0394.an estimated accuracy of +/- 6 seconds.
 PW0394
 PW0394.The orthometric height was determined by differential leveling
 PW0394.and adjusted by the National Geodetic Survey in June 1991..
 PW0394
 PW0394.The geoid height was determined by GEOID03.
 PW0394
 PW0394.The dynamic height is computed by dividing the NAVD 88
 PW0394.geopotential number by the normal gravity value computed on the
 PW0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0394.degrees latitude (g = 980.6199 gals.).
 PW0394
 PW0394.The modeled gravity was interpolated from observed gravity values.
 PW0394
 PW0394;                    North         East    Units  Estimated Accuracy
 PW0394;SPC WYEC     -   557,500.      385,210.      MT  (+/- 180 meters Scaled)
 PW0394
 PW0394                          SUPERSEDED SURVEY CONTROL
 PW0394
 PW0394  NGVD 29 (??/??/92) 2585.143  (m)         8481.42   (f) ADJ UNCH    2 0
 PW0394
 PW0394.Superseded values are not recommended for survey control.
 PW0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0394.See file dsdata.txt to determine how the superseded data were derived.
 PW0394
 PW0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK000436(NAD 83)
 PW0394_MARKER: DB = BENCH MARK DISK
 PW0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0394_SP_SET: CULVERT
 PW0394_STAMPING: W 160 1966
 PW0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0394
 PW0394  HISTORY     - Date     Condition        Report By
 PW0394  HISTORY     - 1966     MONUMENTED       CGS
 PW0394
 PW0394                          STATION DESCRIPTION
 PW0394
 PW0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0394'20.45 MI NE FROM SHELL.
 PW0394'20.45 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0394'SHELL, 0.05 MILE EAST OF THE CROSSING OF A CREEK, AT THE EAST END OF A
 PW0394'CURVE, IN THE TOP AND 0.7 FOOT WEST OF THE EAST END OF THE NORTH
 PW0394'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 22 1/2 FEET NORTH OF THE
 PW0394'CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0247 ***********************************************************************
 PW0247  DESIGNATION -  W 161
 PW0247  PID         -  PW0247
 PW0247  STATE/COUNTY-  WY/SHERIDAN
 PW0247  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0247
 PW0247                         *CURRENT SURVEY CONTROL
 PW0247  ___________________________________________________________________
 PW0247* NAD 83(1986)-  44 48 20.     (N)    107 19 12.     (W)     SCALED    
 PW0247* NAVD 88     -      1981.095  (meters)    6499.64   (feet)  ADJUSTED  
 PW0247  ___________________________________________________________________
 PW0247  GEOID HEIGHT-         -10.76  (meters)                     GEOID03
 PW0247  DYNAMIC HT  -        1980.249 (meters)    6496.87  (feet)  COMP
 PW0247  MODELED GRAV-     980,117.3   (mgal)                       NAVD 88
 PW0247
 PW0247  VERT ORDER  -  SECOND    CLASS 0
 PW0247
 PW0247.The horizontal coordinates were scaled from a topographic map and have
 PW0247.an estimated accuracy of +/- 6 seconds.
 PW0247
 PW0247.The orthometric height was determined by differential leveling
 PW0247.and adjusted by the National Geodetic Survey in June 1991..
 PW0247
 PW0247.The geoid height was determined by GEOID03.
 PW0247
 PW0247.The dynamic height is computed by dividing the NAVD 88
 PW0247.geopotential number by the normal gravity value computed on the
 PW0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0247.degrees latitude (g = 980.6199 gals.).
 PW0247
 PW0247.The modeled gravity was interpolated from observed gravity values.
 PW0247
 PW0247;                    North         East    Units  Estimated Accuracy
 PW0247;SPC WYEC     -   578,260.      401,060.      MT  (+/- 180 meters Scaled)
 PW0247
 PW0247                          SUPERSEDED SURVEY CONTROL
 PW0247
 PW0247  NGVD 29 (??/??/92) 1980.296  (m)         6497.02   (f) ADJ UNCH    2 0
 PW0247
 PW0247.Superseded values are not recommended for survey control.
 PW0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0247.See file dsdata.txt to determine how the superseded data were derived.
 PW0247
 PW0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK165639(NAD 83)
 PW0247_MARKER: DB = BENCH MARK DISK
 PW0247_SETTING: 66 = SET IN ROCK OUTCROP
 PW0247_SP_SET: ROCK CUT
 PW0247_STAMPING: W 161 1966
 PW0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0247+STABILITY: POSITION/ELEVATION WELL
 PW0247
 PW0247  HISTORY     - Date     Condition        Report By
 PW0247  HISTORY     - 1966     MONUMENTED       CGS
 PW0247
 PW0247                          STATION DESCRIPTION
 PW0247
 PW0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0247'10.4 MI SW FROM DAYTON.
 PW0247'10.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0247'DAYTON, 69 FEET SOUTH OF THE CENTER OF THE JUNCTION OF AN ASPHALT ROAD
 PW0247'WHICH IS THE NORTHWEST ENTRANCE ROAD TO SAND TURN OBSERVATION POINT,
 PW0247'SET VERTICALLY IN THE NORTHEAST FACE OF A ROCK CUT, 38 FEET SOUTHWEST
 PW0247'OF THE CENTER LINE OF THE HIGHWAY, 96 FEET SOUTHEAST OF THE SOUTHEAST
 PW0247'END OF THE SOUTHWEST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, AND
 PW0247'ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0402 ***********************************************************************
 PW0402  DESIGNATION -  W 162
 PW0402  PID         -  PW0402
 PW0402  STATE/COUNTY-  WY/SHERIDAN
 PW0402  USGS QUAD   -  BURGESS JUNCTION (1993)
 PW0402
 PW0402                         *CURRENT SURVEY CONTROL
 PW0402  ___________________________________________________________________
 PW0402* NAD 83(1986)-  44 45 08.     (N)    107 30 15.     (W)     SCALED    
 PW0402* NAVD 88     -      2498.132  (meters)    8195.95   (feet)  ADJUSTED  
 PW0402  ___________________________________________________________________
 PW0402  GEOID HEIGHT-          -9.24  (meters)                     GEOID03
 PW0402  DYNAMIC HT  -        2496.758 (meters)    8191.45  (feet)  COMP
 PW0402  MODELED GRAV-     979,974.8   (mgal)                       NAVD 88
 PW0402
 PW0402  VERT ORDER  -  SECOND    CLASS 0
 PW0402
 PW0402.The horizontal coordinates were scaled from a topographic map and have
 PW0402.an estimated accuracy of +/- 6 seconds.
 PW0402
 PW0402.The orthometric height was determined by differential leveling
 PW0402.and adjusted by the National Geodetic Survey in June 1991..
 PW0402
 PW0402.The geoid height was determined by GEOID03.
 PW0402
 PW0402.The dynamic height is computed by dividing the NAVD 88
 PW0402.geopotential number by the normal gravity value computed on the
 PW0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0402.degrees latitude (g = 980.6199 gals.).
 PW0402
 PW0402.The modeled gravity was interpolated from observed gravity values.
 PW0402
 PW0402;                    North         East    Units  Estimated Accuracy
 PW0402;SPC WYEC     -   572,350.      386,470.      MT  (+/- 180 meters Scaled)
 PW0402
 PW0402                          SUPERSEDED SURVEY CONTROL
 PW0402
 PW0402  NGVD 29 (??/??/92) 2497.107  (m)         8192.59   (f) ADJ UNCH    2 0
 PW0402
 PW0402.Superseded values are not recommended for survey control.
 PW0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0402.See file dsdata.txt to determine how the superseded data were derived.
 PW0402
 PW0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK017584(NAD 83)
 PW0402_MARKER: DB = BENCH MARK DISK
 PW0402_SETTING: 80 = SET IN A BOULDER
 PW0402_STAMPING: W 162 1966
 PW0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0402+STABILITY: SURFACE MOTION
 PW0402
 PW0402  HISTORY     - Date     Condition        Report By
 PW0402  HISTORY     - 1966     MONUMENTED       CGS
 PW0402
 PW0402                          STATION DESCRIPTION
 PW0402
 PW0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0402'27.75 MI SW FROM DAYTON.
 PW0402'27.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0402'DAYTON, 0.35 MILE SOUTHEAST OF THE CROSSING OF MARCUM CREEK, AT THE
 PW0402'CROSSING OF A POWER LINE, IN THE TOP OF A 9- BY 11-FOOT BOULDER
 PW0402'PROJECTING ABOUT 1 FOOT, 63 FEET NORTHEAST OF THE CENTER LINE OF THE
 PW0402'HIGHWAY, 229 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF A
 PW0402'CATTLEGUARD, 52 1/2 FEET WEST OF A T JUNCTION FENCE CORNER POST, 37.0
 PW0402'FEET SOUTHWEST OF A FENCE, 4.7 FEET SOUTHWEST OF A WITNESS POST, AND
 PW0402'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0184 ***********************************************************************
 OV0184  DESIGNATION -  W 163
 OV0184  PID         -  OV0184
 OV0184  STATE/COUNTY-  WY/FREMONT
 OV0184  USGS QUAD   -  LYSITE (1952)
 OV0184
 OV0184                         *CURRENT SURVEY CONTROL
 OV0184  ___________________________________________________________________
 OV0184* NAD 83(1986)-  43 17 05.     (N)    107 37 43.     (W)     SCALED    
 OV0184* NAVD 88     -      1649.650  (meters)    5412.23   (feet)  ADJUSTED  
 OV0184  ___________________________________________________________________
 OV0184  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 OV0184  DYNAMIC HT  -        1648.571 (meters)    5408.69  (feet)  COMP
 OV0184  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 OV0184
 OV0184  VERT ORDER  -  SECOND    CLASS 0
 OV0184
 OV0184.The horizontal coordinates were scaled from a topographic map and have
 OV0184.an estimated accuracy of +/- 6 seconds.
 OV0184
 OV0184.The orthometric height was determined by differential leveling
 OV0184.and adjusted by the National Geodetic Survey in June 1991..
 OV0184
 OV0184.The geoid height was determined by GEOID03.
 OV0184
 OV0184.The dynamic height is computed by dividing the NAVD 88
 OV0184.geopotential number by the normal gravity value computed on the
 OV0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0184.degrees latitude (g = 980.6199 gals.).
 OV0184
 OV0184.The modeled gravity was interpolated from observed gravity values.
 OV0184
 OV0184;                    North         East    Units  Estimated Accuracy
 OV0184;SPC WYWC     -   309,890.      691,010.      MT  (+/- 180 meters Scaled)
 OV0184
 OV0184                          SUPERSEDED SURVEY CONTROL
 OV0184
 OV0184  NGVD 29 (??/??/92) 1648.619  (m)         5408.84   (f) ADJ UNCH    2 0
 OV0184
 OV0184.Superseded values are not recommended for survey control.
 OV0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0184.See file dsdata.txt to determine how the superseded data were derived.
 OV0184
 OV0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH867957(NAD 83)
 OV0184_MARKER: DB = BENCH MARK DISK
 OV0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0184_STAMPING: W 163 1966
 OV0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0184+STABILITY: SURFACE MOTION
 OV0184
 OV0184  HISTORY     - Date     Condition        Report By
 OV0184  HISTORY     - 1966     MONUMENTED       CGS
 OV0184
 OV0184                          STATION DESCRIPTION
 OV0184
 OV0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0184'3.8 MI NE FROM LYSITE.
 OV0184'3.45 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON
 OV0184'AND QUINCY RAILROAD STATION AT LYSITE, THENCE 0.35 MILE SOUTHEAST
 OV0184'ALONG A GRAVELED ROAD, AT LOST CABIN LANDING FIELD, 62 FEET SOUTHWEST
 OV0184'OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTHEAST OF THE NORTHWEST
 OV0184'CORNER OF A METAL HANGAR, 63 FEET EAST-NORTHEAST OF THE SECOND POWER
 OV0184'POLE NORTH OF A POWER POLE SUPPORTING A TRANSFORMER, 1.5 FEET NORTH OF
 OV0184'THE NORTH FACE OF THE HANGAR WALL, ABOUT LEVEL WITH THE ROAD, AND SET
 OV0184'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0113 ***********************************************************************
 OV0113  DESIGNATION -  W 164
 OV0113  PID         -  OV0113
 OV0113  STATE/COUNTY-  WY/WASHAKIE
 OV0113  USGS QUAD   -  LIGHTNING RIDGE (1967)
 OV0113
 OV0113                         *CURRENT SURVEY CONTROL
 OV0113  ___________________________________________________________________
 OV0113* NAD 83(1986)-  43 38 49.     (N)    107 22 47.     (W)     SCALED    
 OV0113* NAVD 88     -      1537.222  (meters)    5043.37   (feet)  ADJUSTED  
 OV0113  ___________________________________________________________________
 OV0113  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 OV0113  DYNAMIC HT  -        1536.420 (meters)    5040.74  (feet)  COMP
 OV0113  MODELED GRAV-     980,043.0   (mgal)                       NAVD 88
 OV0113
 OV0113  VERT ORDER  -  SECOND    CLASS 0
 OV0113
 OV0113.The horizontal coordinates were scaled from a topographic map and have
 OV0113.an estimated accuracy of +/- 6 seconds.
 OV0113
 OV0113.The orthometric height was determined by differential leveling
 OV0113.and adjusted by the National Geodetic Survey in June 1991..
 OV0113
 OV0113.The geoid height was determined by GEOID03.
 OV0113
 OV0113.The dynamic height is computed by dividing the NAVD 88
 OV0113.geopotential number by the normal gravity value computed on the
 OV0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0113.degrees latitude (g = 980.6199 gals.).
 OV0113
 OV0113.The modeled gravity was interpolated from observed gravity values.
 OV0113
 OV0113;                    North         East    Units  Estimated Accuracy
 OV0113;SPC WYEC     -   449,530.      396,260.      MT  (+/- 180 meters Scaled)
 OV0113
 OV0113                          SUPERSEDED SURVEY CONTROL
 OV0113
 OV0113  NGVD 29 (??/??/92) 1536.379  (m)         5040.60   (f) ADJ UNCH    2 0
 OV0113
 OV0113.Superseded values are not recommended for survey control.
 OV0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0113.See file dsdata.txt to determine how the superseded data were derived.
 OV0113
 OV0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ080354(NAD 83)
 OV0113_MARKER: DB = BENCH MARK DISK
 OV0113_SETTING: 80 = SET IN A BOULDER
 OV0113_STAMPING: W 164 1966
 OV0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0113+STABILITY: SURFACE MOTION
 OV0113
 OV0113  HISTORY     - Date     Condition        Report By
 OV0113  HISTORY     - 1966     MONUMENTED       CGS
 OV0113
 OV0113                          STATION DESCRIPTION
 OV0113
 OV0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0113'34.15 MI S FROM TEN SLEEP.
 OV0113'34.15 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0113'16 AT TEN SLEEP, 0.1 MILE EAST OF A WOODEN BRIDGE OVER A CREEK, AT THE
 OV0113'SOUTH BASE OF A MASSIVE OUTCROP, IN THE TOP OF A BOULDER PROJECTING
 OV0113'ABOUT 2 FEET, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 82 FEET
 OV0113'NORTHEAST OF THE NORTHEAST CORNER OF A STEEL CATTLEGUARD, 120 FEET
 OV0113'NORTHWEST OF A POWER POLE WITH A METAL BOX AND TWO GUY WIRES, AND
 OV0113'ABOUT 7 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0186 ***********************************************************************
 NQ0186  DESIGNATION -  W 165
 NQ0186  PID         -  NQ0186
 NQ0186  STATE/COUNTY-  WY/PLATTE
 NQ0186  USGS QUAD   -  WHEATLAND (1990)
 NQ0186
 NQ0186                         *CURRENT SURVEY CONTROL
 NQ0186  ___________________________________________________________________
 NQ0186* NAD 83(1986)-  42 03 07.     (N)    104 57 32.     (W)     SCALED    
 NQ0186* NAVD 88     -      1451.093  (meters)    4760.79   (feet)  ADJUSTED  
 NQ0186  ___________________________________________________________________
 NQ0186  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 NQ0186  DYNAMIC HT  -        1450.147 (meters)    4757.69  (feet)  COMP
 NQ0186  MODELED GRAV-     979,918.6   (mgal)                       NAVD 88
 NQ0186
 NQ0186  VERT ORDER  -  SECOND    CLASS 0
 NQ0186
 NQ0186.The horizontal coordinates were scaled from a topographic map and have
 NQ0186.an estimated accuracy of +/- 6 seconds.
 NQ0186
 NQ0186.The orthometric height was determined by differential leveling
 NQ0186.and adjusted by the National Geodetic Survey in June 1991..
 NQ0186
 NQ0186.The geoid height was determined by GEOID03.
 NQ0186
 NQ0186.The dynamic height is computed by dividing the NAVD 88
 NQ0186.geopotential number by the normal gravity value computed on the
 NQ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0186.degrees latitude (g = 980.6199 gals.).
 NQ0186
 NQ0186.The modeled gravity was interpolated from observed gravity values.
 NQ0186
 NQ0186;                    North         East    Units  Estimated Accuracy
 NQ0186;SPC WY E     -   172,370.      217,200.      MT  (+/- 180 meters Scaled)
 NQ0186
 NQ0186                          SUPERSEDED SURVEY CONTROL
 NQ0186
 NQ0186  NGVD 29 (??/??/92) 1450.286  (m)         4758.15   (f) ADJ UNCH    2 0
 NQ0186
 NQ0186.Superseded values are not recommended for survey control.
 NQ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0186.See file dsdata.txt to determine how the superseded data were derived.
 NQ0186
 NQ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG034555(NAD 83)
 NQ0186_MARKER: DB = BENCH MARK DISK
 NQ0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0186_SP_SET: BRIDGE
 NQ0186_STAMPING: W 165 1966
 NQ0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0186
 NQ0186  HISTORY     - Date     Condition        Report By
 NQ0186  HISTORY     - 1966     MONUMENTED       CGS
 NQ0186  HISTORY     - 1985     GOOD             DMA
 NQ0186  HISTORY     - 20030924 GOOD             USPSQD
 NQ0186
 NQ0186                          STATION DESCRIPTION
 NQ0186
 NQ0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 NQ0186'0.4 MI SW FROM WHEATLAND.
 NQ0186'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE
 NQ0186'AT WHEATLAND, 213 FEET NORTH OF THE CENTER OF THE INTERSECTION
 NQ0186'OF 13TH STREET AND SOUTH STREET (U.S. HIGHWAY 87), IN THE TOP
 NQ0186'AND 1.7 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHWEST
 NQ0186'CONCRETE WING WALL OF A CONCRETE BRIDGE OVER AN IRRIGATION
 NQ0186'CANAL, 17 1/2 FEET WEST OF THE CENTER LINE OF THE STREET, AND
 NQ0186'ABOUT 1 FOOT HIGHER THAN THE STREET.
 NQ0186
 NQ0186                          STATION RECOVERY (1985)
 NQ0186
 NQ0186'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0186'RECOVERED IN GOOD CONDITION.
 NQ0186
 NQ0186                          STATION RECOVERY (2003)
 NQ0186
 NQ0186'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 NQ0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0402 ***********************************************************************
 MO0402  DESIGNATION -  W 166
 MO0402  PID         -  MO0402
 MO0402  STATE/COUNTY-  WY/ALBANY
 MO0402  USGS QUAD   -  SHEEP ROCK (1981)
 MO0402
 MO0402                         *CURRENT SURVEY CONTROL
 MO0402  ___________________________________________________________________
 MO0402* NAD 83(1986)-  41 43 48.     (N)    105 27 24.     (W)     SCALED    
 MO0402* NAVD 88     -      1975.151  (meters)    6480.14   (feet)  ADJUSTED  
 MO0402  ___________________________________________________________________
 MO0402  GEOID HEIGHT-         -11.70  (meters)                     GEOID03
 MO0402  DYNAMIC HT  -        1973.653 (meters)    6475.23  (feet)  COMP
 MO0402  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 MO0402
 MO0402  VERT ORDER  -  SECOND    CLASS 0
 MO0402
 MO0402.The horizontal coordinates were scaled from a topographic map and have
 MO0402.an estimated accuracy of +/- 6 seconds.
 MO0402
 MO0402.The orthometric height was determined by differential leveling
 MO0402.and adjusted by the National Geodetic Survey in June 1991..
 MO0402
 MO0402.The geoid height was determined by GEOID03.
 MO0402
 MO0402.The dynamic height is computed by dividing the NAVD 88
 MO0402.geopotential number by the normal gravity value computed on the
 MO0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0402.degrees latitude (g = 980.6199 gals.).
 MO0402
 MO0402.The modeled gravity was interpolated from observed gravity values.
 MO0402
 MO0402;                    North         East    Units  Estimated Accuracy
 MO0402;SPC WY E     -   136,630.      175,870.      MT  (+/- 180 meters Scaled)
 MO0402
 MO0402                          SUPERSEDED SURVEY CONTROL
 MO0402
 MO0402  NGVD 29 (??/??/92) 1974.237  (m)         6477.14   (f) ADJ UNCH    2 0
 MO0402
 MO0402.Superseded values are not recommended for survey control.
 MO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0402.See file dsdata.txt to determine how the superseded data were derived.
 MO0402
 MO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG620199(NAD 83)
 MO0402_MARKER: DB = BENCH MARK DISK
 MO0402_SETTING: 66 = SET IN ROCK OUTCROP
 MO0402_SP_SET: OUTCROP
 MO0402_STAMPING: W 166 1966
 MO0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0402+STABILITY: POSITION/ELEVATION WELL
 MO0402
 MO0402  HISTORY     - Date     Condition        Report By
 MO0402  HISTORY     - 1966     MONUMENTED       CGS
 MO0402
 MO0402                          STATION DESCRIPTION
 MO0402
 MO0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0402'39.7 MI SW FROM WHEATLAND.
 MO0402'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0402'WHEATLAND, THENCE 33.0 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0402'NEAR THE SOUTH END OF A CUT, SET VERTICALLY IN THE SOUTHEAST
 MO0402'FACE OF AN OUTCROP, 26 FEET WEST OF THE CENTER LINE OF THE
 MO0402'HIGHWAY, 66.5 FEET NORTH OF THE NORTHWEST CORNER OF A WOODEN
 MO0402'BRIDGE, 1.8 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 FOOT
 MO0402'HIGHER THAN THE HIGHWAY AND 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0739 ***********************************************************************
 MO0739  DESIGNATION -  W 167
 MO0739  PID         -  MO0739
 MO0739  STATE/COUNTY-  WY/ALBANY
 MO0739  USGS QUAD   -  SYBILLE SPRINGS (1981)
 MO0739
 MO0739                         *CURRENT SURVEY CONTROL
 MO0739  ___________________________________________________________________
 MO0739* NAD 83(1986)-  41 39 03.     (N)    105 32 16.     (W)     SCALED    
 MO0739* NAVD 88     -      2222.861  (meters)    7292.84   (feet)  ADJUSTED  
 MO0739  ___________________________________________________________________
 MO0739  GEOID HEIGHT-         -11.58  (meters)                     GEOID03
 MO0739  DYNAMIC HT  -        2221.044 (meters)    7286.88  (feet)  COMP
 MO0739  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 MO0739
 MO0739  VERT ORDER  -  SECOND    CLASS 0
 MO0739
 MO0739.The horizontal coordinates were scaled from a topographic map and have
 MO0739.an estimated accuracy of +/- 6 seconds.
 MO0739
 MO0739.The orthometric height was determined by differential leveling
 MO0739.and adjusted by the National Geodetic Survey in June 1991..
 MO0739
 MO0739.The geoid height was determined by GEOID03.
 MO0739
 MO0739.The dynamic height is computed by dividing the NAVD 88
 MO0739.geopotential number by the normal gravity value computed on the
 MO0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0739.degrees latitude (g = 980.6199 gals.).
 MO0739
 MO0739.The modeled gravity was interpolated from observed gravity values.
 MO0739
 MO0739;                    North         East    Units  Estimated Accuracy
 MO0739;SPC WY E     -   127,870.      169,090.      MT  (+/- 180 meters Scaled)
 MO0739
 MO0739                          SUPERSEDED SURVEY CONTROL
 MO0739
 MO0739  NGVD 29 (??/??/92) 2221.849  (m)         7289.52   (f) ADJ UNCH    2 0
 MO0739
 MO0739.Superseded values are not recommended for survey control.
 MO0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0739.See file dsdata.txt to determine how the superseded data were derived.
 MO0739
 MO0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG552111(NAD 83)
 MO0739_MARKER: DB = BENCH MARK DISK
 MO0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0739_STAMPING: W 167 1966
 MO0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0739+STABILITY: SURFACE MOTION
 MO0739
 MO0739  HISTORY     - Date     Condition        Report By
 MO0739  HISTORY     - 1966     MONUMENTED       CGS
 MO0739
 MO0739                          STATION DESCRIPTION
 MO0739
 MO0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0739'11.8 MI NE FROM BOSLER.
 MO0739'1.95 MILES SOUTH ALONG U.S. HIHGWAY 30 FROM THE SCHOOL AT
 MO0739'BOSLER, THENCE 9.9 MILES NORTHEAST ALONG STATE HIGHWAY 34,
 MO0739'0.05 MILE SOUTHWEST OF THE JUNCTION OF A ROAD NORTHEAST,
 MO0739'AT THE SOUTHWEST END OF A CURVE, 96 FEET NORTHWEST OF THE
 MO0739'CENTER LINE OF THE HIGHWAY, 5.2 FEET NORTHEAST OF BENCH MARK
 MO0739'7239 (WSHD), 161 FEET NORTH OF THE CENTER OF THE NORTHWEST
 MO0739'END OF THE NORTHEAST ONE OF TWO 36-INCH PIPE CULVERTS,
 MO0739'5.2 FEET NORTHEAST OF A CONCRETE POST PROJECTING ABOUT 3 1/2
 MO0739'FEET AND MARKED FAP 172 A, 1.4 FEET SOUTHEAST OF A FENCE,
 MO0739'2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN
 MO0739'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MO0739'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0212 ***********************************************************************
 MR0212  DESIGNATION -  W 168
 MR0212  PID         -  MR0212
 MR0212  STATE/COUNTY-  WY/LINCOLN
 MR0212  USGS QUAD   -  NUGGET (1985)
 MR0212
 MR0212                         *CURRENT SURVEY CONTROL
 MR0212  ___________________________________________________________________
 MR0212* NAD 83(1986)-  41 49 23.     (N)    110 49 24.     (W)     SCALED    
 MR0212* NAVD 88     -      1991.778  (meters)    6534.69   (feet)  ADJUSTED  
 MR0212  ___________________________________________________________________
 MR0212  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 MR0212  DYNAMIC HT  -        1990.128 (meters)    6529.28  (feet)  COMP
 MR0212  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 MR0212
 MR0212  VERT ORDER  -  SECOND    CLASS 0
 MR0212
 MR0212.The horizontal coordinates were scaled from a topographic map and have
 MR0212.an estimated accuracy of +/- 6 seconds.
 MR0212
 MR0212.The orthometric height was determined by differential leveling
 MR0212.and adjusted by the National Geodetic Survey in June 1991..
 MR0212
 MR0212.The geoid height was determined by GEOID03.
 MR0212
 MR0212.The dynamic height is computed by dividing the NAVD 88
 MR0212.geopotential number by the normal gravity value computed on the
 MR0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0212.degrees latitude (g = 980.6199 gals.).
 MR0212
 MR0212.The modeled gravity was interpolated from observed gravity values.
 MR0212
 MR0212;                    North         East    Units  Estimated Accuracy
 MR0212;SPC WY W     -   247,190.      738,530.      MT  (+/- 180 meters Scaled)
 MR0212
 MR0212                          SUPERSEDED SURVEY CONTROL
 MR0212
 MR0212  NGVD 29 (??/??/92) 1990.459  (m)         6530.36   (f) ADJ UNCH    2 0
 MR0212
 MR0212.Superseded values are not recommended for survey control.
 MR0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0212.See file dsdata.txt to determine how the superseded data were derived.
 MR0212
 MR0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM146301(NAD 83)
 MR0212_MARKER: DB = BENCH MARK DISK
 MR0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0212_SP_SET: ABUTMENT
 MR0212_STAMPING: W 168 1966
 MR0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0212
 MR0212  HISTORY     - Date     Condition        Report By
 MR0212  HISTORY     - 1966     MONUMENTED       CGS
 MR0212  HISTORY     - 1980     MARK NOT FOUND   USGS
 MR0212
 MR0212                          STATION DESCRIPTION
 MR0212
 MR0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0212'7.35 MI E FROM SAGE.
 MR0212'7.35 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF
 MR0212'A GRAVELED ROAD AT SAGE, 1 3/4 POLES EAST OF THE 1ST TELEPHONE POLE
 MR0212'EAST OF MILEPOLE 56, 157.6 FEET NORTH AND ACROSS A GRAVELED ROAD FROM
 MR0212'THE NORTH RAIL, 12 1/2 NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 65
 MR0212'FEET SOUTH OF THE SOUTHWEST CORNER OF U.S. HIGHWAY 30N BRIDGE OVER A
 MR0212'CREEK, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A
 MR0212'CONCRETE BRIDGE OVER A CREEK, 1.6 FEET SOUTH OF THE NORTH END OF THE
 MR0212'ABUTMENT, 135 1/2 FEET EAST OF THE 1ST POLE EAST OF MILEPOLE 56, ABOUT
 MR0212'1/2 FOOT HIGHER THAN THE GRAVELED ROAD.
 MR0212
 MR0212                          STATION RECOVERY (1980)
 MR0212
 MR0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MR0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0209 ***********************************************************************
 MQ0209  DESIGNATION -  W 17
 MQ0209  PID         -  MQ0209
 MQ0209  STATE/COUNTY-  WY/SWEETWATER
 MQ0209  USGS QUAD   -  WHALEN BUTTE (1996)
 MQ0209
 MQ0209                         *CURRENT SURVEY CONTROL
 MQ0209  ___________________________________________________________________
 MQ0209* NAD 83(1986)-  41 28 36.     (N)    109 28 52.     (W)     SCALED    
 MQ0209* NAVD 88     -      2160.630  (meters)    7088.67   (feet)  ADJUSTED  
 MQ0209  ___________________________________________________________________
 MQ0209  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 MQ0209  DYNAMIC HT  -        2158.739 (meters)    7082.46  (feet)  COMP
 MQ0209  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 MQ0209
 MQ0209  VERT ORDER  -  FIRST     CLASS II
 MQ0209
 MQ0209.The horizontal coordinates were scaled from a topographic map and have
 MQ0209.an estimated accuracy of +/- 6 seconds.
 MQ0209
 MQ0209.The orthometric height was determined by differential leveling
 MQ0209.and adjusted by the National Geodetic Survey in June 1991..
 MQ0209
 MQ0209.The geoid height was determined by GEOID03.
 MQ0209
 MQ0209.The dynamic height is computed by dividing the NAVD 88
 MQ0209.geopotential number by the normal gravity value computed on the
 MQ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0209.degrees latitude (g = 980.6199 gals.).
 MQ0209
 MQ0209.The modeled gravity was interpolated from observed gravity values.
 MQ0209
 MQ0209;                    North         East    Units  Estimated Accuracy
 MQ0209;SPC WYWC     -   108,710.      538,940.      MT  (+/- 180 meters Scaled)
 MQ0209
 MQ0209                          SUPERSEDED SURVEY CONTROL
 MQ0209
 MQ0209  NGVD 29 (??/??/92) 2159.326  (m)         7084.39   (f) ADJ UNCH    1 2
 MQ0209
 MQ0209.Superseded values are not recommended for survey control.
 MQ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0209.See file dsdata.txt to determine how the superseded data were derived.
 MQ0209
 MQ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL268927(NAD 83)
 MQ0209_MARKER: DB = BENCH MARK DISK
 MQ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0209_STAMPING: W 17 1933
 MQ0209_MARK LOGO: CGS   
 MQ0209_PROJECTION: PROJECTING 30 CENTIMETERS
 MQ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0209+STABILITY: SURFACE MOTION
 MQ0209
 MQ0209  HISTORY     - Date     Condition        Report By
 MQ0209  HISTORY     - 1933     MONUMENTED       CGS
 MQ0209  HISTORY     - 1984     GOOD             NGS
 MQ0209
 MQ0209                          STATION DESCRIPTION
 MQ0209
 MQ0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0209'4.5 MI S FROM GREEN RIVER.
 MQ0209'4.5 MILES SOUTH OF, ALONG HWY. TO MANILA.  CONCRETE POST, ON FIRST
 MQ0209'SHELF NORTH OF SUMMIT OF GRADE AND HIGH FLAT, 0.5 MILES NORTH OF EDGE
 MQ0209'OF FLAT, ON CROWN OF RIDGE, OUTSIDE OF CURVE, IN VIEW OF GREEN RIVER
 MQ0209'CITY, 50 FEET EAST OF HIGHWAY CENTER-LINE.  TABLET IN CONCRETE POST.
 MQ0209
 MQ0209                          STATION RECOVERY (1984)
 MQ0209
 MQ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0209'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.7 KM
 MQ0209'(4.15 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS JUNCTION WITH
 MQ0209'U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80 IN GREEN
 MQ0209'RIVER, AT A WHITE MICROWAVE BUILDING, 51.5 M (169.0 FT) NORTH OF THE
 MQ0209'CENTER OF A DRIVEWAY LEADING TO THE BUILDING, 23.9 M (78.4 FT)
 MQ0209'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 23.7 M (77.8 FT)
 MQ0209'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.7 M (2.3 FT) NORTHWEST OF
 MQ0209'UTILITY POLE NUMBER 030100.  NOTE=PART OF THE CONCRETE HAS BEEN
 MQ0209'CHIPPED OFF THE MONUMENT.
 MQ0209'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 MQ0209'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0051 ***********************************************************************
 OV0051  DESIGNATION -  W 18
 OV0051  PID         -  OV0051
 OV0051  STATE/COUNTY-  WY/NATRONA
 OV0051  USGS QUAD   -  NATRONA (1968)
 OV0051
 OV0051                         *CURRENT SURVEY CONTROL
 OV0051  ___________________________________________________________________
 OV0051* NAD 83(1986)-  43 02 03.     (N)    106 50 57.     (W)     SCALED    
 OV0051* NAVD 88     -      1722.198  (meters)    5650.24   (feet)  ADJUSTED  
 OV0051  ___________________________________________________________________
 OV0051  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 OV0051  DYNAMIC HT  -        1721.085 (meters)    5646.59  (feet)  COMP
 OV0051  MODELED GRAV-     979,912.8   (mgal)                       NAVD 88
 OV0051
 OV0051  VERT ORDER  -  FIRST     CLASS II
 OV0051
 OV0051.The horizontal coordinates were scaled from a topographic map and have
 OV0051.an estimated accuracy of +/- 6 seconds.
 OV0051
 OV0051.The orthometric height was determined by differential leveling
 OV0051.and adjusted by the National Geodetic Survey in June 1991..
 OV0051
 OV0051.The geoid height was determined by GEOID03.
 OV0051
 OV0051.The dynamic height is computed by dividing the NAVD 88
 OV0051.geopotential number by the normal gravity value computed on the
 OV0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0051.degrees latitude (g = 980.6199 gals.).
 OV0051
 OV0051.The modeled gravity was interpolated from observed gravity values.
 OV0051
 OV0051;                    North         East    Units  Estimated Accuracy
 OV0051;SPC WYEC     -   381,560.      439,460.      MT  (+/- 180 meters Scaled)
 OV0051
 OV0051                          SUPERSEDED SURVEY CONTROL
 OV0051
 OV0051  NGVD 29 (06/08/92) 1721.256  (m)         5647.15   (f) ADJUSTED    1 2
 OV0051
 OV0051.Superseded values are not recommended for survey control.
 OV0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0051.See file dsdata.txt to determine how the superseded data were derived.
 OV0051
 OV0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH493662(NAD 83)
 OV0051_MARKER: DB = BENCH MARK DISK
 OV0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0051_STAMPING: W 18 1934
 OV0051_MARK LOGO: CGS   
 OV0051_PROJECTION: PROJECTING 15 CENTIMETERS
 OV0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0051+STABILITY: SURFACE MOTION
 OV0051
 OV0051  HISTORY     - Date     Condition        Report By
 OV0051  HISTORY     - 1934     MONUMENTED       CGS
 OV0051  HISTORY     - 1982     GOOD             NGS
 OV0051
 OV0051                          STATION DESCRIPTION
 OV0051
 OV0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0051'6.0 MI E FROM POWDER RIVER.
 OV0051'ABOUT 6.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0051'FROM THE STATION AT POWDER RIVER, NATRONA COUNTY, AT THE STATION AT
 OV0051'SODIUM, ABOUT 2,555 FEET EAST OF MILEPOST 236, IN LINE WITH THE EAST
 OV0051'FACE OF A LONG SHED ON THE NORTH SIDE OF THE TRACK, ABOUT 470 FEET
 OV0051'SOUTHWEST OF A COUNTRY-ROAD CROSSING, ABOUT 135 FEET SOUTHEAST OF THE
 OV0051'SOUTHEAST CORNER OF A TOOL SHED, 96.0 FEET SOUTH OF THE SOUTH RAIL,
 OV0051'2.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2.0 FEET HIGHER
 OV0051'THAN THE TRACK.  A STANDARD DISK, STAMPED W 18 1934 AND SET IN THE TOP
 OV0051'OF A CONCRETE POST.
 OV0051
 OV0051                          STATION RECOVERY (1982)
 OV0051
 OV0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OV0051'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 OV0051'29.1 KM (18.05 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0051'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 154.8 METERS (507.9 FT)
 OV0051'NORTH OF THE CENTERLINE OF THE HIGHWAY, 143.3 METERS (470.1 FT) EAST
 OV0051'OF THE CENTER OF A DIRT ROAD LEADING NORTH, 39.0 METERS (128.0 FT)
 OV0051'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A SHED, 33.0 METERS (108.3
 OV0051'FT)NORTHWEST OF A UTILITY POLE WITH 4 GUY WIRES AND 29.3 METERS (96.1
 OV0051'FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD.
 OV0051'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 OV0051'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0085 ***********************************************************************
 NS0085  DESIGNATION -  W 19
 NS0085  PID         -  NS0085
 NS0085  STATE/COUNTY-  WY/SWEETWATER
 NS0085  USGS QUAD   -  EDEN RESERVOIR EAST (1977)
 NS0085
 NS0085                         *CURRENT SURVEY CONTROL
 NS0085  ___________________________________________________________________
 NS0085* NAD 83(1986)-  42 08 01.     (N)    109 18 13.     (W)     SCALED    
 NS0085* NAVD 88     -      2041.473  (meters)    6697.73   (feet)  ADJUSTED  
 NS0085  ___________________________________________________________________
 NS0085  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 NS0085  DYNAMIC HT  -        2039.754 (meters)    6692.09  (feet)  COMP
 NS0085  MODELED GRAV-     979,707.9   (mgal)                       NAVD 88
 NS0085
 NS0085  VERT ORDER  -  FIRST     CLASS II
 NS0085
 NS0085.The horizontal coordinates were scaled from a topographic map and have
 NS0085.an estimated accuracy of +/- 6 seconds.
 NS0085
 NS0085.The orthometric height was determined by differential leveling
 NS0085.and adjusted by the National Geodetic Survey in June 1991..
 NS0085
 NS0085.The geoid height was determined by GEOID03.
 NS0085
 NS0085.The dynamic height is computed by dividing the NAVD 88
 NS0085.geopotential number by the normal gravity value computed on the
 NS0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0085.degrees latitude (g = 980.6199 gals.).
 NS0085
 NS0085.The modeled gravity was interpolated from observed gravity values.
 NS0085
 NS0085;                    North         East    Units  Estimated Accuracy
 NS0085;SPC WYWC     -   181,570.      554,230.      MT  (+/- 180 meters Scaled)
 NS0085
 NS0085                          SUPERSEDED SURVEY CONTROL
 NS0085
 NS0085  NGVD 29 (??/??/92) 2040.194  (m)         6693.54   (f) ADJ UNCH    1 2
 NS0085
 NS0085.Superseded values are not recommended for survey control.
 NS0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0085.See file dsdata.txt to determine how the superseded data were derived.
 NS0085
 NS0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM401660(NAD 83)
 NS0085_MARKER: DB = BENCH MARK DISK
 NS0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0085_STAMPING: 6693.218 W 19 1933
 NS0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0085+STABILITY: SURFACE MOTION
 NS0085
 NS0085  HISTORY     - Date     Condition        Report By
 NS0085  HISTORY     - 1933     MONUMENTED       CGS
 NS0085  HISTORY     - 1968     MARK NOT FOUND   USGS
 NS0085
 NS0085                          STATION DESCRIPTION
 NS0085
 NS0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0085'10.4 MI NE FROM FARSON.
 NS0085'10.4 MILES NORTHEAST ALONG THE ROAD TO SOUTH PASS CITY FROM FARSON,
 NS0085'SWEETWATER COUNTY, ABOUT 1/3 MILE NORTHEAST OF A BRIDGE, NEAR THE
 NS0085'CREST OF A HILL, ON A SMALL RISE, AND 52 FEET SOUTHEAST OF THE CENTER
 NS0085'LINE OF THE ROAD.  A STANDARD DISK, STAMPED 6693.218 W 19 1933 AND SET
 NS0085'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 NS0085
 NS0085                          STATION RECOVERY (1968)
 NS0085
 NS0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 NS0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0372 ***********************************************************************
 MP0372  DESIGNATION -  W 2
 MP0372  PID         -  MP0372
 MP0372  STATE/COUNTY-  WY/SWEETWATER
 MP0372  USGS QUAD   -  CRESTON (1981)
 MP0372
 MP0372                         *CURRENT SURVEY CONTROL
 MP0372  ___________________________________________________________________
 MP0372* NAD 83(1986)-  41 42 11.     (N)    107 45 25.     (W)     SCALED    
 MP0372* NAVD 88     -      2168.579  (meters)    7114.75   (feet)  ADJUSTED  
 MP0372  ___________________________________________________________________
 MP0372  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MP0372  DYNAMIC HT  -        2166.631 (meters)    7108.36  (feet)  COMP
 MP0372  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 MP0372
 MP0372  VERT ORDER  -  FIRST     CLASS II
 MP0372
 MP0372.The horizontal coordinates were scaled from a topographic map and have
 MP0372.an estimated accuracy of +/- 6 seconds.
 MP0372
 MP0372.The orthometric height was determined by differential leveling
 MP0372.and adjusted by the National Geodetic Survey in June 1991..
 MP0372
 MP0372.The geoid height was determined by GEOID03.
 MP0372
 MP0372.The dynamic height is computed by dividing the NAVD 88
 MP0372.geopotential number by the normal gravity value computed on the
 MP0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0372.degrees latitude (g = 980.6199 gals.).
 MP0372
 MP0372.The modeled gravity was interpolated from observed gravity values.
 MP0372
 MP0372;                    North         East    Units  Estimated Accuracy
 MP0372;SPC WYWC     -   134,080.      682,650.      MT  (+/- 180 meters Scaled)
 MP0372
 MP0372                          SUPERSEDED SURVEY CONTROL
 MP0372
 MP0372  NGVD 29 (??/??/92) 2167.234  (m)         7110.33   (f) ADJ UNCH    1 2
 MP0372
 MP0372.Superseded values are not recommended for survey control.
 MP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0372.See file dsdata.txt to determine how the superseded data were derived.
 MP0372
 MP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG706204(NAD 83)
 MP0372_MARKER: Z = SEE DESCRIPTION
 MP0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0372_SP_SET: STONE POST
 MP0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0372+STABILITY: SURFACE MOTION
 MP0372
 MP0372  HISTORY     - Date     Condition        Report By
 MP0372  HISTORY     - UNK      MONUMENTED       CGS
 MP0372  HISTORY     - 1956     GOOD             NGS
 MP0372  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0372
 MP0372                          STATION DESCRIPTION
 MP0372
 MP0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0372'IN CRESTON.
 MP0372'AT CRESTON, 204 FEET SOUTHWEST OF THE UNION PACIFIC RAILROAD STATION
 MP0372'SIGN, 53 FEET NORTHWEST OF THE 3RD POLE NORTHEAST OF MILEPOST 712,
 MP0372'43.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST MAIN LINE
 MP0372'TRACK, 23.3 FEET SOUTH OF A CONTINENTAL DIVIDE SIGN, 4.6 FEET
 MP0372'NORTHWEST OF A FENCE, 0.2 FOOT NORTHWEST OF A WHITE STEEL FENCE POST,
 MP0372'1.5 FEET BELOW THE TOP OF THE CINDERS, SURROUNDED BY THE LETTERS USBM,
 MP0372'IN THE TOP OF A STONE POST, IN THE SOUTHEAST 1/4 OF SECTION 15,
 MP0372'TOWNSHIP 20 NORTH, RANGE 92 WEST.
 MP0372
 MP0372                          STATION RECOVERY (1983)
 MP0372
 MP0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0050 ***********************************************************************
 NS0050  DESIGNATION -  W 20
 NS0050  PID         -  NS0050
 NS0050  STATE/COUNTY-  WY/FREMONT
 NS0050  USGS QUAD   -  WOLF POINT (1991)
 NS0050
 NS0050                         *CURRENT SURVEY CONTROL
 NS0050  ___________________________________________________________________
 NS0050* NAD 83(1986)-  42 43 16.     (N)    108 38 47.     (W)     SCALED    
 NS0050* NAVD 88     -      1695.235  (meters)    5561.78   (feet)  ADJUSTED  
 NS0050  ___________________________________________________________________
 NS0050  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 NS0050  DYNAMIC HT  -        1694.096 (meters)    5558.05  (feet)  COMP
 NS0050  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 NS0050
 NS0050  VERT ORDER  -  FIRST     CLASS II
 NS0050
 NS0050.The horizontal coordinates were scaled from a topographic map and have
 NS0050.an estimated accuracy of +/- 6 seconds.
 NS0050
 NS0050.The orthometric height was determined by differential leveling
 NS0050.and adjusted by the National Geodetic Survey in June 1991..
 NS0050
 NS0050.The geoid height was determined by GEOID03.
 NS0050
 NS0050.The dynamic height is computed by dividing the NAVD 88
 NS0050.geopotential number by the normal gravity value computed on the
 NS0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0050.degrees latitude (g = 980.6199 gals.).
 NS0050
 NS0050.The modeled gravity was interpolated from observed gravity values.
 NS0050
 NS0050;                    North         East    Units  Estimated Accuracy
 NS0050;SPC WYWC     -   246,680.      608,490.      MT  (+/- 180 meters Scaled)
 NS0050
 NS0050                          SUPERSEDED SURVEY CONTROL
 NS0050
 NS0050  NGVD 29 (??/??/92) 1694.218  (m)         5558.45   (f) ADJ UNCH    1 2
 NS0050
 NS0050.Superseded values are not recommended for survey control.
 NS0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0050.See file dsdata.txt to determine how the superseded data were derived.
 NS0050
 NS0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN927325(NAD 83)
 NS0050_MARKER: DB = BENCH MARK DISK
 NS0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NS0050_SP_SET: STONE SLAB
 NS0050_STAMPING: 5557.997 W 20 1933
 NS0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0050
 NS0050  HISTORY     - Date     Condition        Report By
 NS0050  HISTORY     - 1933     MONUMENTED       CGS
 NS0050
 NS0050                          STATION DESCRIPTION
 NS0050
 NS0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0050'9.4 MI SE FROM LANDER.
 NS0050'9.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM LANDER, FREMONT
 NS0050'COUNTY, THENCE 1.3 MILES SOUTHWEST ALONG THE ROAD LEADING TO ATLANTIC
 NS0050'CITY.  AT A PROMINENT ROCK OUTCROP, 33 FEET NORTHEAST OF THE CENTER
 NS0050'LINE OF THE ROAD, AND IN THE TOP OF A LARGE STONE SLAB. A STANDARD
 NS0050'DISK, STAMPED 5557.997 W 20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0058 ***********************************************************************
 OW0058  DESIGNATION -  W 21
 OW0058  PID         -  OW0058
 OW0058  STATE/COUNTY-  WY/FREMONT
 OW0058  USGS QUAD   -  RIVERTON NE (1978)
 OW0058
 OW0058                         *CURRENT SURVEY CONTROL
 OW0058  ___________________________________________________________________
 OW0058* NAD 83(1986)-  43 07 43.     (N)    108 18 32.     (W)     SCALED    
 OW0058* NAVD 88     -      1522.733  (meters)    4995.83   (feet)  ADJUSTED  
 OW0058  ___________________________________________________________________
 OW0058  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 OW0058  DYNAMIC HT  -        1521.733 (meters)    4992.55  (feet)  COMP
 OW0058  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 OW0058
 OW0058  VERT ORDER  -  FIRST     CLASS II
 OW0058
 OW0058.The horizontal coordinates were scaled from a topographic map and have
 OW0058.an estimated accuracy of +/- 6 seconds.
 OW0058
 OW0058.The orthometric height was determined by differential leveling
 OW0058.and adjusted by the National Geodetic Survey in June 1991..
 OW0058
 OW0058.The geoid height was determined by GEOID03.
 OW0058
 OW0058.The dynamic height is computed by dividing the NAVD 88
 OW0058.geopotential number by the normal gravity value computed on the
 OW0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0058.degrees latitude (g = 980.6199 gals.).
 OW0058
 OW0058.The modeled gravity was interpolated from observed gravity values.
 OW0058
 OW0058;                    North         East    Units  Estimated Accuracy
 OW0058;SPC WYWC     -   292,040.      635,890.      MT  (+/- 180 meters Scaled)
 OW0058
 OW0058                          SUPERSEDED SURVEY CONTROL
 OW0058
 OW0058  NGVD 29 (??/??/92) 1521.744  (m)         4992.59   (f) ADJ UNCH    1 2
 OW0058
 OW0058.Superseded values are not recommended for survey control.
 OW0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0058.See file dsdata.txt to determine how the superseded data were derived.
 OW0058
 OW0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN188786(NAD 83)
 OW0058_MARKER: DB = BENCH MARK DISK
 OW0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0058_STAMPING: 4992.047 W 21 1933
 OW0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0058+STABILITY: SURFACE MOTION
 OW0058
 OW0058  HISTORY     - Date     Condition        Report By
 OW0058  HISTORY     - 1933     MONUMENTED       CGS
 OW0058
 OW0058                          STATION DESCRIPTION
 OW0058
 OW0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0058'10.1 MI NE FROM RIVERTON.
 OW0058'10.1 MILES NORTHEAST ALONG STATE HIGHWAY 320 FROM RIVERTON, FREMONT
 OW0058'COUNTY, 350 FEET EAST OF A TAR-PAPERED HOUSE, AT A DIM-ROAD
 OW0058'INTERSECTION, 64 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 29
 OW0058'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND AT A FENCE CORNER.
 OW0058'A STANDARD DISK, STAMPED 4992.047 W 21 1933 AND SET IN THE TOP OF A
 OW0058'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0173 ***********************************************************************
 MQ0173  DESIGNATION -  W 22
 MQ0173  PID         -  MQ0173
 MQ0173  STATE/COUNTY-  WY/SWEETWATER
 MQ0173  USGS QUAD   -  KANDA (1978)
 MQ0173
 MQ0173                         *CURRENT SURVEY CONTROL
 MQ0173  ___________________________________________________________________
 MQ0173* NAD 83(1986)-  41 31 51.     (N)    109 21 49.     (W)     SCALED    
 MQ0173* NAVD 88     -      1887.010  (meters)    6190.97   (feet)  ADJUSTED  
 MQ0173  ___________________________________________________________________
 MQ0173  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 MQ0173  DYNAMIC HT  -        1885.381 (meters)    6185.62  (feet)  COMP
 MQ0173  MODELED GRAV-     979,693.4   (mgal)                       NAVD 88
 MQ0173
 MQ0173  VERT ORDER  -  FIRST     CLASS II
 MQ0173
 MQ0173.The horizontal coordinates were scaled from a topographic map and have
 MQ0173.an estimated accuracy of +/- 6 seconds.
 MQ0173
 MQ0173.The orthometric height was determined by differential leveling
 MQ0173.and adjusted by the National Geodetic Survey in June 1991..
 MQ0173
 MQ0173.The geoid height was determined by GEOID03.
 MQ0173
 MQ0173.The dynamic height is computed by dividing the NAVD 88
 MQ0173.geopotential number by the normal gravity value computed on the
 MQ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0173.degrees latitude (g = 980.6199 gals.).
 MQ0173
 MQ0173.The modeled gravity was interpolated from observed gravity values.
 MQ0173
 MQ0173;                    North         East    Units  Estimated Accuracy
 MQ0173;SPC WYWC     -   114,650.      548,790.      MT  (+/- 180 meters Scaled)
 MQ0173
 MQ0173                          SUPERSEDED SURVEY CONTROL
 MQ0173
 MQ0173  NGVD 29 (??/??/92) 1885.713  (m)         6186.71   (f) ADJ UNCH    1 2
 MQ0173
 MQ0173.Superseded values are not recommended for survey control.
 MQ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0173.See file dsdata.txt to determine how the superseded data were derived.
 MQ0173
 MQ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL365989(NAD 83)
 MQ0173_MARKER: DB = BENCH MARK DISK
 MQ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0173_STAMPING: 6186.680 W 22 1933
 MQ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0173+STABILITY: SURFACE MOTION
 MQ0173
 MQ0173  HISTORY     - Date     Condition        Report By
 MQ0173  HISTORY     - 1933     MONUMENTED       CGS
 MQ0173  HISTORY     - 1958     MARK NOT FOUND   NGS
 MQ0173
 MQ0173                          STATION DESCRIPTION
 MQ0173
 MQ0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0173'IN GREEN RIVER.
 MQ0173'6.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0173'GREEN RIVER, SWEETWATER COUNTY, AT MILEAGE 811.19, 58 FEET NORTH OF
 MQ0173'THE CENTERLINE OF THE WEST-BOUND TRACK, AT SECTION HOUSE 3895, AND 6
 MQ0173'FEET WEST AND 14 FEET SOUTH OF THE SOUTHWEST CORNER.  A STANDARD DISK,
 MQ0173'STAMPED 6186.680 W 22 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0330 ***********************************************************************
 PW0330  DESIGNATION -  W 23
 PW0330  PID         -  PW0330
 PW0330  STATE/COUNTY-  WY/WASHAKIE
 PW0330  USGS QUAD   -  WORLAND (1978)
 PW0330
 PW0330                         *CURRENT SURVEY CONTROL
 PW0330  ___________________________________________________________________
 PW0330* NAD 83(1986)-  44 00 56.     (N)    107 57 11.     (W)     SCALED    
 PW0330* NAVD 88     -      1241.099  (meters)    4071.84   (feet)  ADJUSTED  
 PW0330  ___________________________________________________________________
 PW0330  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 PW0330  DYNAMIC HT  -        1240.522 (meters)    4069.95  (feet)  COMP
 PW0330  MODELED GRAV-     980,111.6   (mgal)                       NAVD 88
 PW0330  OBS GRAVITY -     980,114.6   (mgal)                       GRAV_OBS
 PW0330
 PW0330  VERT ORDER  -  FIRST     CLASS II
 PW0330
 PW0330.The horizontal coordinates were scaled from a topographic map and have
 PW0330.an estimated accuracy of +/- 6 seconds.
 PW0330
 PW0330.The orthometric height was determined by differential leveling
 PW0330.and adjusted by the National Geodetic Survey in June 1991..
 PW0330
 PW0330.The geoid height was determined by GEOID03.
 PW0330
 PW0330.The dynamic height is computed by dividing the NAVD 88
 PW0330.geopotential number by the normal gravity value computed on the
 PW0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0330.degrees latitude (g = 980.6199 gals.).
 PW0330
 PW0330.The modeled gravity was interpolated from observed gravity values.
 PW0330.The observed gravity was obtained from relative gravimeter ties
 PW0330.to the IGSN71 gravity network.
 PW0330
 PW0330;                    North         East    Units  Estimated Accuracy
 PW0330;SPC WYEC     -   490,660.      350,310.      MT  (+/- 180 meters Scaled)
 PW0330
 PW0330                          SUPERSEDED SURVEY CONTROL
 PW0330
 PW0330  NGVD 29 (06/08/92) 1240.309  (m)         4069.25   (f) ADJUSTED    1 2
 PW0330
 PW0330.Superseded values are not recommended for survey control.
 PW0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0330.See file dsdata.txt to determine how the superseded data were derived.
 PW0330
 PW0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ633778(NAD 83)
 PW0330_MARKER: DB = BENCH MARK DISK
 PW0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0330_SP_SET: PIER
 PW0330_STAMPING: 4068.709 W 23 1933
 PW0330_MARK LOGO: CGS   
 PW0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0330
 PW0330  HISTORY     - Date     Condition        Report By
 PW0330  HISTORY     - 1933     MONUMENTED       CGS
 PW0330  HISTORY     - 1966     GOOD             NGS
 PW0330  HISTORY     - 1982     GOOD             NGS
 PW0330
 PW0330                          STATION DESCRIPTION
 PW0330
 PW0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PW0330'IN WORLAND.
 PW0330'AT WORLAND, WASHAKIE COUNTY, AT THE CITY WATER TOWER, AND IN THE TOP
 PW0330'OF THE EAST SIDE OF THE NORTHEAST CONCRETE PIER.  A STANDARD DISK,
 PW0330'STAMPED 4068.709 W 23 1933.
 PW0330
 PW0330                          STATION RECOVERY (1966)
 PW0330
 PW0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 PW0330'RECOVERED IN GOOD CONDITION.
 PW0330
 PW0330                          STATION RECOVERY (1982)
 PW0330
 PW0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PW0330'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN WORLAND, AT
 PW0330'THE INTERSECTION OF COBURN AVENUE AND SOUTH 12TH STREET, IN THE
 PW0330'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE NORTHEAST LEG OF
 PW0330'THE SMALL 1 OF 2 WATER TANKS, 61.6 METERS (202.1 FT) SOUTH OF THE
 PW0330'CENTER OF THE AVENUE AND 5.6 METERS (18.4 FT) WEST OF THE CENTER OF
 PW0330'THE STREET.
 PW0330'THE MARK IS 0.2 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0012 ***********************************************************************
 PX0012  DESIGNATION -  W 24
 PX0012  PID         -  PX0012
 PX0012  STATE/COUNTY-  WY/BIG HORN
 PX0012  USGS QUAD   -  SHEEP CANYON (1966)
 PX0012
 PX0012                         *CURRENT SURVEY CONTROL
 PX0012  ___________________________________________________________________
 PX0012* NAD 83(1986)-  44 36 20.     (N)    108 12 57.     (W)     SCALED    
 PX0012* NAVD 88     -      1285.662  (meters)    4218.04   (feet)  ADJUSTED  
 PX0012  ___________________________________________________________________
 PX0012  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 PX0012  DYNAMIC HT  -        1285.123 (meters)    4216.27  (feet)  COMP
 PX0012  MODELED GRAV-     980,154.1   (mgal)                       NAVD 88
 PX0012
 PX0012  VERT ORDER  -  FIRST     CLASS II
 PX0012
 PX0012.The horizontal coordinates were scaled from a topographic map and have
 PX0012.an estimated accuracy of +/- 6 seconds.
 PX0012
 PX0012.The orthometric height was determined by differential leveling
 PX0012.and adjusted by the National Geodetic Survey in June 1991..
 PX0012
 PX0012.The geoid height was determined by GEOID03.
 PX0012
 PX0012.The dynamic height is computed by dividing the NAVD 88
 PX0012.geopotential number by the normal gravity value computed on the
 PX0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0012.degrees latitude (g = 980.6199 gals.).
 PX0012
 PX0012.The modeled gravity was interpolated from observed gravity values.
 PX0012
 PX0012;                    North         East    Units  Estimated Accuracy
 PX0012;SPC WYEC     -   556,410.      329,950.      MT  (+/- 180 meters Scaled)
 PX0012
 PX0012                          SUPERSEDED SURVEY CONTROL
 PX0012
 PX0012  NGVD 29 (??/??/92) 1284.792  (m)         4215.19   (f) ADJ UNCH    1 2
 PX0012
 PX0012.Superseded values are not recommended for survey control.
 PX0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0012.See file dsdata.txt to determine how the superseded data were derived.
 PX0012
 PX0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ209429(NAD 83)
 PX0012_MARKER: DB = BENCH MARK DISK
 PX0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0012_STAMPING: 4214.805 W 24 1933
 PX0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0012+STABILITY: SURFACE MOTION
 PX0012
 PX0012  HISTORY     - Date     Condition        Report By
 PX0012  HISTORY     - 1933     MONUMENTED       CGS
 PX0012  HISTORY     - 1966     GOOD             USGS
 PX0012  HISTORY     - 1982     MARK NOT FOUND   NGS
 PX0012
 PX0012                          STATION DESCRIPTION
 PX0012
 PX0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0012'13.2 MI NW FROM GREYBULL.
 PX0012'13.2 MILES NORTHWEST OF GREYBULL, BIG HORN COUNTY, ON U.S. HIGHWAY
 PX0012'310, 8.7 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 20, AND 58 FEET
 PX0012'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 PX0012'4214.805 W 24 1933 AND SET IN THE TOP OF A CONCRETE POST.
 PX0012
 PX0012                          STATION RECOVERY (1966)
 PX0012
 PX0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0012'RECOVERED IN GOOD CONDITION.
 PX0012
 PX0012                          STATION RECOVERY (1982)
 PX0012
 PX0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0127 ***********************************************************************
 PX0127  DESIGNATION -  W 25
 PX0127  PID         -  PX0127
 PX0127  STATE/COUNTY-  WY/PARK
 PX0127  USGS QUAD   -  GARLAND (1966)
 PX0127
 PX0127                         *CURRENT SURVEY CONTROL
 PX0127  ___________________________________________________________________
 PX0127* NAD 83(1986)-  44 50 15.     (N)    108 40 32.     (W)     SCALED    
 PX0127* NAVD 88     -      1323.631  (meters)    4342.61   (feet)  ADJUSTED  
 PX0127  ___________________________________________________________________
 PX0127  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 PX0127  DYNAMIC HT  -        1323.077 (meters)    4340.80  (feet)  COMP
 PX0127  MODELED GRAV-     980,153.4   (mgal)                       NAVD 88
 PX0127
 PX0127  VERT ORDER  -  SECOND    CLASS 0
 PX0127
 PX0127.The horizontal coordinates were scaled from a topographic map and have
 PX0127.an estimated accuracy of +/- 6 seconds.
 PX0127
 PX0127.The orthometric height was determined by differential leveling
 PX0127.and adjusted by the National Geodetic Survey in June 1991..
 PX0127
 PX0127.The geoid height was determined by GEOID03.
 PX0127
 PX0127.The dynamic height is computed by dividing the NAVD 88
 PX0127.geopotential number by the normal gravity value computed on the
 PX0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0127.degrees latitude (g = 980.6199 gals.).
 PX0127
 PX0127.The modeled gravity was interpolated from observed gravity values.
 PX0127
 PX0127;                    North         East    Units  Estimated Accuracy
 PX0127;SPC WYWC     -   481,810.      605,890.      MT  (+/- 180 meters Scaled)
 PX0127
 PX0127                          SUPERSEDED SURVEY CONTROL
 PX0127
 PX0127  NGVD 29 (??/??/92) 1322.661  (m)         4339.43   (f) ADJ UNCH    2 0
 PX0127
 PX0127.Superseded values are not recommended for survey control.
 PX0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0127.See file dsdata.txt to determine how the superseded data were derived.
 PX0127
 PX0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ837675(NAD 83)
 PX0127_MARKER: DD = SURVEY DISK
 PX0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0127_SP_SET: IRRIGATION CANAL
 PX0127_STAMPING: W 25 1933
 PX0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0127
 PX0127  HISTORY     - Date     Condition        Report By
 PX0127  HISTORY     - 1933     MONUMENTED       BOR
 PX0127  HISTORY     - 1956     GOOD             NGS
 PX0127
 PX0127                          STATION DESCRIPTION
 PX0127
 PX0127'DESCRIBED BY US BUREAU OF RECLAMATION 1933
 PX0127'4.5 MI N FROM GARLAND.
 PX0127'ABOUT 4.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0127'RAILROAD FROM GARLAND, PARK COUNTY, AT MILEAGE 10.0, AT THE MAIN
 PX0127'IRRIGATION CANAL, AND IN THE TOP OF THE NORTH CORNER OF THE WEST HEAD
 PX0127'WALL.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED W
 PX0127'25 1933.
 PX0127
 PX0127                          STATION RECOVERY (1956)
 PX0127
 PX0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 PX0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0144 ***********************************************************************
 OV0144  DESIGNATION -  W 26
 OV0144  PID         -  OV0144
 OV0144  STATE/COUNTY-  WY/FREMONT
 OV0144  USGS QUAD   -  MONETA (1952)
 OV0144
 OV0144                         *CURRENT SURVEY CONTROL
 OV0144  ___________________________________________________________________
 OV0144* NAD 83(1986)-  43 14 06.     (N)    107 37 47.     (W)     SCALED    
 OV0144* NAVD 88     -      1640.413  (meters)    5381.92   (feet)  POSTED    
 OV0144  ___________________________________________________________________
 OV0144  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 OV0144  DYNAMIC HT  -        1639.320 (meters)    5378.34  (feet)  COMP
 OV0144  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 OV0144
 OV0144  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 OV0144
 OV0144.The horizontal coordinates were scaled from a topographic map and have
 OV0144.an estimated accuracy of +/- 6 seconds.
 OV0144
 OV0144.The orthometric height was determined by differential leveling
 OV0144.and adjusted by the National Geodetic Survey in 1992..
 OV0144.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 OV0144.rate of 0.0 thru 1.0 mm/km.
 OV0144
 OV0144.The geoid height was determined by GEOID03.
 OV0144
 OV0144.The dynamic height is computed by dividing the NAVD 88
 OV0144.geopotential number by the normal gravity value computed on the
 OV0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0144.degrees latitude (g = 980.6199 gals.).
 OV0144
 OV0144.The modeled gravity was interpolated from observed gravity values.
 OV0144
 OV0144;                    North         East    Units  Estimated Accuracy
 OV0144;SPC WYWC     -   304,370.      690,990.      MT  (+/- 180 meters Scaled)
 OV0144
 OV0144                          SUPERSEDED SURVEY CONTROL
 OV0144
 OV0144  NGVD 29 (??/??/92) 1639.357  (m)         5378.46   (f) ADJ UNCH    1 2
 OV0144
 OV0144.Superseded values are not recommended for survey control.
 OV0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0144.See file dsdata.txt to determine how the superseded data were derived.
 OV0144
 OV0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH864902(NAD 83)
 OV0144_MARKER: DB = BENCH MARK DISK
 OV0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OV0144_SP_SET: CULVERT
 OV0144_STAMPING: W 26 1934
 OV0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0144
 OV0144  HISTORY     - Date     Condition        Report By
 OV0144  HISTORY     - 1934     MONUMENTED       CGS
 OV0144
 OV0144                          STATION DESCRIPTION
 OV0144
 OV0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0144'4.1 MI E FROM LYSITE.
 OV0144'ABOUT 4.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0144'FROM THE STATION AT LYSITE, FREMONT COUNTY, ABOUT 0.02 MILE EAST OF
 OV0144'MILEPOST 280, AT AN 8- BY 8-FOOT CONCRETE BOX CULVERT, IN THE TOP OF
 OV0144'THE WEST END OF THE NORTH HEAD WALL, 13.5 FEET NORTH OF THE TRACK, AND
 OV0144'ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED W 26
 OV0144'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0195 ***********************************************************************
 NR0195  DESIGNATION -  W 27
 NR0195  PID         -  NR0195
 NR0195  STATE/COUNTY-  WY/CARBON
 NR0195  USGS QUAD   -  SPLIT ROCK NW (1984)
 NR0195
 NR0195                         *CURRENT SURVEY CONTROL
 NR0195  ___________________________________________________________________
 NR0195* NAD 83(1986)-  42 29 22.     (N)    107 39 12.     (W)     SCALED    
 NR0195* NAVD 88     -      1896.361  (meters)    6221.64   (feet)  ADJUSTED  
 NR0195  ___________________________________________________________________
 NR0195  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NR0195  DYNAMIC HT  -        1894.998 (meters)    6217.17  (feet)  COMP
 NR0195  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 NR0195
 NR0195  VERT ORDER  -  SECOND    CLASS 0
 NR0195
 NR0195.The horizontal coordinates were scaled from a topographic map and have
 NR0195.an estimated accuracy of +/- 6 seconds.
 NR0195
 NR0195.The orthometric height was determined by differential leveling
 NR0195.and adjusted by the National Geodetic Survey in June 1991..
 NR0195
 NR0195.The geoid height was determined by GEOID03.
 NR0195
 NR0195.The dynamic height is computed by dividing the NAVD 88
 NR0195.geopotential number by the normal gravity value computed on the
 NR0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0195.degrees latitude (g = 980.6199 gals.).
 NR0195
 NR0195.The modeled gravity was interpolated from observed gravity values.
 NR0195
 NR0195;                    North         East    Units  Estimated Accuracy
 NR0195;SPC WYEC     -   320,990.      373,690.      MT  (+/- 180 meters Scaled)
 NR0195
 NR0195                          SUPERSEDED SURVEY CONTROL
 NR0195
 NR0195  NGVD 29 (??/??/92) 1895.342  (m)         6218.30   (f) ADJ UNCH    2 0
 NR0195
 NR0195.Superseded values are not recommended for survey control.
 NR0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0195.See file dsdata.txt to determine how the superseded data were derived.
 NR0195
 NR0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH819075(NAD 83)
 NR0195_MARKER: DB = BENCH MARK DISK
 NR0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0195_STAMPING: W 27 1934
 NR0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0195+STABILITY: SURFACE MOTION
 NR0195
 NR0195  HISTORY     - Date     Condition        Report By
 NR0195  HISTORY     - 1934     MONUMENTED       CGS
 NR0195
 NR0195                          STATION DESCRIPTION
 NR0195
 NR0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0195'14.0 MI W FROM THREE FORKS.
 NR0195'IN FREMONT COUNTY, ABOUT 14.0 MILES WEST ALONG U.S. HIGHWAY 287 FROM
 NR0195'THREE FORKS, CARBON COUNTY, ABOUT 3.3 MILES WEST OF SPLIT ROCK,
 NR0195'FREMONT COUNTY, CLOSE TO FENCED-IN FIELD, 45.4 FEET NORTHEAST OF THE
 NR0195'CENTER LINE OF THE HIGHWAY, AT A FENCE CORNER, 4.9 FEET SOUTH OF THE
 NR0195'CORNER POST, AND 4.0 FEET SOUTHWEST OF THE FENCE.  A STANDARD DISK,
 NR0195'STAMPED W 27 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0018 ***********************************************************************
 NS0018  DESIGNATION -  W 28
 NS0018  PID         -  NS0018
 NS0018  STATE/COUNTY-  WY/FREMONT
 NS0018  USGS QUAD   -  RED CANYON (1978)
 NS0018
 NS0018                         *CURRENT SURVEY CONTROL
 NS0018  ___________________________________________________________________
 NS0018* NAD 83(1986)-  42 35 40.     (N)    108 16 56.     (W)     SCALED    
 NS0018* NAVD 88     -      2060.413  (meters)    6759.87   (feet)  ADJUSTED  
 NS0018  ___________________________________________________________________
 NS0018  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 NS0018  DYNAMIC HT  -        2058.885 (meters)    6754.86  (feet)  COMP
 NS0018  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 NS0018
 NS0018  VERT ORDER  -  SECOND    CLASS 0
 NS0018
 NS0018.The horizontal coordinates were scaled from a topographic map and have
 NS0018.an estimated accuracy of +/- 6 seconds.
 NS0018
 NS0018.The orthometric height was determined by differential leveling
 NS0018.and adjusted by the National Geodetic Survey in June 1991..
 NS0018
 NS0018.The geoid height was determined by GEOID03.
 NS0018
 NS0018.The dynamic height is computed by dividing the NAVD 88
 NS0018.geopotential number by the normal gravity value computed on the
 NS0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0018.degrees latitude (g = 980.6199 gals.).
 NS0018
 NS0018.The modeled gravity was interpolated from observed gravity values.
 NS0018
 NS0018;                    North         East    Units  Estimated Accuracy
 NS0018;SPC WYWC     -   232,710.      638,390.      MT  (+/- 180 meters Scaled)
 NS0018
 NS0018                          SUPERSEDED SURVEY CONTROL
 NS0018
 NS0018  NGVD 29 (??/??/92) 2059.300  (m)         6756.22   (f) ADJ UNCH    2 0
 NS0018
 NS0018.Superseded values are not recommended for survey control.
 NS0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0018.See file dsdata.txt to determine how the superseded data were derived.
 NS0018
 NS0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN229193(NAD 83)
 NS0018_MARKER: DB = BENCH MARK DISK
 NS0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NS0018_SP_SET: CULVERT
 NS0018_STAMPING: W 28 1934
 NS0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0018
 NS0018  HISTORY     - Date     Condition        Report By
 NS0018  HISTORY     - 1934     MONUMENTED       CGS
 NS0018
 NS0018                          STATION DESCRIPTION
 NS0018
 NS0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0018'32.2 MI SE FROM LANDER.
 NS0018'ABOUT 32.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 NS0018'AT LANDER, FREMONT COUNTY, 7.5 MI NW OF SWEETWATER STATION, ABOUT
 NS0018'1.8 MILES NORTHWEST OF THE INTERSECTION WITH ATLANTIC CITY ROAD, NEAR
 NS0018'THE TOP OF A LONG HILL, AT A U-CURVE AROUND THE END OF A BLUFF, AT A
 NS0018'CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE EAST HEAD WALL, 14.5
 NS0018'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 NS0018'HIGHWAY.  A STANDARD DISK, STAMPED W 28 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0175 ***********************************************************************
 NR0175  DESIGNATION -  W 30
 NR0175  PID         -  NR0175
 NR0175  STATE/COUNTY-  WY/CARBON
 NR0175  USGS QUAD   -  MUDDY GAP (1981)
 NR0175
 NR0175                         *CURRENT SURVEY CONTROL
 NR0175  ___________________________________________________________________
 NR0175* NAD 83(1986)-  42 17 34.     (N)    107 26 37.     (W)     SCALED    
 NR0175* NAVD 88     -      1970.201  (meters)    6463.90   (feet)  ADJUSTED  
 NR0175  ___________________________________________________________________
 NR0175  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 NR0175  DYNAMIC HT  -        1968.670 (meters)    6458.88  (feet)  COMP
 NR0175  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 NR0175
 NR0175  VERT ORDER  -  FIRST     CLASS II
 NR0175
 NR0175.The horizontal coordinates were scaled from a topographic map and have
 NR0175.an estimated accuracy of +/- 6 seconds.
 NR0175
 NR0175.The orthometric height was determined by differential leveling
 NR0175.and adjusted by the National Geodetic Survey in June 1991..
 NR0175
 NR0175.The geoid height was determined by GEOID03.
 NR0175
 NR0175.The dynamic height is computed by dividing the NAVD 88
 NR0175.geopotential number by the normal gravity value computed on the
 NR0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0175.degrees latitude (g = 980.6199 gals.).
 NR0175
 NR0175.The modeled gravity was interpolated from observed gravity values.
 NR0175
 NR0175;                    North         East    Units  Estimated Accuracy
 NR0175;SPC WYEC     -   299,100.      390,910.      MT  (+/- 180 meters Scaled)
 NR0175
 NR0175                          SUPERSEDED SURVEY CONTROL
 NR0175
 NR0175  NGVD 29 (??/??/92) 1969.105  (m)         6460.31   (f) ADJ UNCH    1 2
 NR0175
 NR0175.Superseded values are not recommended for survey control.
 NR0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0175.See file dsdata.txt to determine how the superseded data were derived.
 NR0175
 NR0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG985851(NAD 83)
 NR0175_MARKER: DB = BENCH MARK DISK
 NR0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0175_STAMPING: W 30 1933
 NR0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0175+STABILITY: SURFACE MOTION
 NR0175
 NR0175  HISTORY     - Date     Condition        Report By
 NR0175  HISTORY     - 1933     MONUMENTED       CGS
 NR0175  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0175
 NR0175                          STATION DESCRIPTION
 NR0175
 NR0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0175'5.7 MI S FROM THREE FORKS.
 NR0175'5.7 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THREE FORKS, CARBON
 NR0175'COUNTY, 145 FEET NORTH OF THE NORTHWEST CORNER OF A WOODEN BRIDGE OVER
 NR0175'A SMALL STREAM, 48.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 NR0175'2 FEET EAST OF A WIRE FENCE.  A STANDARD DISK, STAMPED W 30 1933 AND
 NR0175'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0175
 NR0175                          STATION RECOVERY (1982)
 NR0175
 NR0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0142 ***********************************************************************
 NR0142  DESIGNATION -  W 31
 NR0142  PID         -  NR0142
 NR0142  STATE/COUNTY-  WY/NATRONA
 NR0142  USGS QUAD   -  ALCOVA (1984)
 NR0142
 NR0142                         *CURRENT SURVEY CONTROL
 NR0142  ___________________________________________________________________
 NR0142* NAD 83(1986)-  42 33 59.     (N)    106 42 15.     (W)     SCALED    
 NR0142* NAVD 88     -      1628.847  (meters)    5343.98   (feet)  ADJUSTED  
 NR0142  ___________________________________________________________________
 NR0142  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 NR0142  DYNAMIC HT  -        1627.776 (meters)    5340.46  (feet)  COMP
 NR0142  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 NR0142
 NR0142  VERT ORDER  -  FIRST     CLASS II
 NR0142
 NR0142.The horizontal coordinates were scaled from a topographic map and have
 NR0142.an estimated accuracy of +/- 6 seconds.
 NR0142
 NR0142.The orthometric height was determined by differential leveling
 NR0142.and adjusted by the National Geodetic Survey in June 1991..
 NR0142
 NR0142.The geoid height was determined by GEOID03.
 NR0142
 NR0142.The dynamic height is computed by dividing the NAVD 88
 NR0142.geopotential number by the normal gravity value computed on the
 NR0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0142.degrees latitude (g = 980.6199 gals.).
 NR0142
 NR0142.The modeled gravity was interpolated from observed gravity values.
 NR0142
 NR0142;                    North         East    Units  Estimated Accuracy
 NR0142;SPC WYEC     -   329,680.      451,660.      MT  (+/- 180 meters Scaled)
 NR0142
 NR0142                          SUPERSEDED SURVEY CONTROL
 NR0142
 NR0142  NGVD 29 (??/??/92) 1627.943  (m)         5341.01   (f) ADJ UNCH    1 2
 NR0142
 NR0142.Superseded values are not recommended for survey control.
 NR0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0142.See file dsdata.txt to determine how the superseded data were derived.
 NR0142
 NR0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH601140(NAD 83)
 NR0142_MARKER: DB = BENCH MARK DISK
 NR0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0142_STAMPING: W 31 1933
 NR0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0142+STABILITY: SURFACE MOTION
 NR0142
 NR0142  HISTORY     - Date     Condition        Report By
 NR0142  HISTORY     - 1933     MONUMENTED       CGS
 NR0142  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0142
 NR0142                          STATION DESCRIPTION
 NR0142
 NR0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0142'28.6 MI SW FROM CASPER.
 NR0142'28.6 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0142'CASPER, NATRONA COUNTY, 1.3 MILES NORTHEAST OF THE JUNCTION OF THE
 NR0142'ALCOVA ROAD, AT THE EAST POINT OF A SHARP RIGHT-HAND CURVE, AT THE
 NR0142'JUNCTION OF A FARM ROAD LEADING EAST, 44.5 FEET SOUTHEAST OF THE
 NR0142'CENTER LINE OF THE HIGHWAY, 18.5 FEET SOUTHEAST OF THE CENTER OF THE
 NR0142'CONCRETE HEAD WALL OF AN 18-INCH CORRUGATED-IRON PIPE CULVERT ON THE
 NR0142'FARM ROAD, AND 3 FEET SOUTHEAST OF A WIRE FENCE.  A STANDARD DISK,
 NR0142'STAMPED W 31 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NR0142'INCHES ABOVE GROUND.
 NR0142
 NR0142                          STATION RECOVERY (1982)
 NR0142
 NR0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0187 ***********************************************************************
 OX0187  DESIGNATION -  W 311
 OX0187  PID         -  OX0187
 OX0187  STATE/COUNTY-  WY/TETON
 OX0187  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 OX0187
 OX0187                         *CURRENT SURVEY CONTROL
 OX0187  ___________________________________________________________________
 OX0187* NAD 83(1986)-  43 35 38.     (N)    110 42 10.     (W)     SCALED    
 OX0187* NAVD 88     -      1980.477  (meters)    6497.61   (feet)  ADJUSTED  
 OX0187  ___________________________________________________________________
 OX0187  GEOID HEIGHT-          -9.38  (meters)                     GEOID03
 OX0187  DYNAMIC HT  -        1979.152 (meters)    6493.27  (feet)  COMP
 OX0187  MODELED GRAV-     979,879.4   (mgal)                       NAVD 88
 OX0187
 OX0187  VERT ORDER  -  SECOND    CLASS 0
 OX0187
 OX0187.The horizontal coordinates were scaled from a topographic map and have
 OX0187.an estimated accuracy of +/- 6 seconds.
 OX0187
 OX0187.The orthometric height was determined by differential leveling
 OX0187.and adjusted by the National Geodetic Survey in June 1991..
 OX0187
 OX0187.The geoid height was determined by GEOID03.
 OX0187
 OX0187.The dynamic height is computed by dividing the NAVD 88
 OX0187.geopotential number by the normal gravity value computed on the
 OX0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0187.degrees latitude (g = 980.6199 gals.).
 OX0187
 OX0187.The modeled gravity was interpolated from observed gravity values.
 OX0187
 OX0187;                    North         East    Units  Estimated Accuracy
 OX0187;SPC WY W     -   443,820.      749,980.      MT  (+/- 180 meters Scaled)
 OX0187
 OX0187                          SUPERSEDED SURVEY CONTROL
 OX0187
 OX0187  NGVD 29 (??/??/92) 1979.172  (m)         6493.33   (f) ADJ UNCH    2 0
 OX0187
 OX0187.Superseded values are not recommended for survey control.
 OX0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0187.See file dsdata.txt to determine how the superseded data were derived.
 OX0187
 OX0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP239268(NAD 83)
 OX0187_MARKER: DB = BENCH MARK DISK
 OX0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0187_STAMPING: W 311 1946
 OX0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0187+STABILITY: SURFACE MOTION
 OX0187
 OX0187  HISTORY     - Date     Condition        Report By
 OX0187  HISTORY     - 1946     MONUMENTED       CGS
 OX0187  HISTORY     - 1968     MARK NOT FOUND   NGS
 OX0187
 OX0187                          STATION DESCRIPTION
 OX0187
 OX0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0187'8.5 MI NE FROM JACKSON.
 OX0187'TO REACH FROM POST OFFICE AT JACKSON FOLLOW U.S. HIGHWAY 187 NORTH
 OX0187'ABOUT 6.6 MILES TO TRACK ROAD LEADING EAST THROUGH WOODEN GATE, FOLLOW
 OX0187'TRACK ROAD EAST 0.25 MILE TO FORKS, TAKE NORTH FORK AND GO 1.65 MILES
 OX0187'NORTHEAST ALONG TELEPHONE LINE, MARK IS SET IN CONCRETE POST 73 FEET
 OX0187'SOUTHEAST OF TELEPHONE POLE NO. 42, 8 FEET SOUTHEAST OF CENTER LINE OF
 OX0187'ROAD, 2 FEET NORTHWEST OF RAIL FENCE.  STANDARD BRONZE DISK SET IN
 OX0187'CONCRETE POST.
 OX0187
 OX0187                          STATION RECOVERY (1968)
 OX0187
 OX0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OX0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0030 ***********************************************************************
 OX0030  DESIGNATION -  W 312
 OX0030  PID         -  OX0030
 OX0030  STATE/COUNTY-  WY/TETON
 OX0030  USGS QUAD   -  UPPER SLIDE LAKE (1996)
 OX0030
 OX0030                         *CURRENT SURVEY CONTROL
 OX0030  ___________________________________________________________________
 OX0030* NAD 83(1986)-  43 34 32.     (N)    110 19 13.     (W)     SCALED    
 OX0030* NAVD 88     -      2245.144  (meters)    7365.94   (feet)  ADJUSTED  
 OX0030  ___________________________________________________________________
 OX0030  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 OX0030  DYNAMIC HT  -        2243.520 (meters)    7360.62  (feet)  COMP
 OX0030  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 OX0030
 OX0030  VERT ORDER  -  SECOND    CLASS 0
 OX0030
 OX0030.The horizontal coordinates were scaled from a topographic map and have
 OX0030.an estimated accuracy of +/- 6 seconds.
 OX0030
 OX0030.The orthometric height was determined by differential leveling
 OX0030.and adjusted by the National Geodetic Survey in June 1991..
 OX0030
 OX0030.The geoid height was determined by GEOID03.
 OX0030
 OX0030.The dynamic height is computed by dividing the NAVD 88
 OX0030.geopotential number by the normal gravity value computed on the
 OX0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0030.degrees latitude (g = 980.6199 gals.).
 OX0030
 OX0030.The modeled gravity was interpolated from observed gravity values.
 OX0030
 OX0030;                    North         East    Units  Estimated Accuracy
 OX0030;SPC WY W     -   441,620.      780,860.      MT  (+/- 180 meters Scaled)
 OX0030
 OX0030                          SUPERSEDED SURVEY CONTROL
 OX0030
 OX0030  NGVD 29 (??/??/92) 2243.732  (m)         7361.31   (f) ADJ UNCH    2 0
 OX0030
 OX0030.Superseded values are not recommended for survey control.
 OX0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0030.See file dsdata.txt to determine how the superseded data were derived.
 OX0030
 OX0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP548249(NAD 83)
 OX0030_MARKER: DB = BENCH MARK DISK
 OX0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0030_STAMPING: W 312 1946
 OX0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0030+STABILITY: SURFACE MOTION
 OX0030
 OX0030  HISTORY     - Date     Condition        Report By
 OX0030  HISTORY     - 1946     MONUMENTED       CGS
 OX0030  HISTORY     - 1965     GOOD             USGS
 OX0030
 OX0030                          STATION DESCRIPTION
 OX0030
 OX0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0030'20 MI E FROM KELLY.
 OX0030'ALONG GROS VENTRE RIVER ROAD, ABOUT 20 MILES EAST OF KELLY POST OFFICE
 OX0030'(BY ROAD), 50 YARDS EAST OF A SMALL CREEK, SET IN CONCRETE POST 23
 OX0030'FEET SOUTH OF CENTER LINE OF ROAD, 14 FEET EAST OF TELEPHONE POLE,
 OX0030'ABOUT 4 FEET ABOVE ROAD LEVEL.  A STANDARD DISK, STAMPED W 312 1946
 OX0030'AND SET IN TOP OF A CONCRETE POST.
 OX0030
 OX0030                          STATION RECOVERY (1965)
 OX0030
 OX0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0158 ***********************************************************************
 OX0158  DESIGNATION -  W 313
 OX0158  PID         -  OX0158
 OX0158  STATE/COUNTY-  WY/LINCOLN
 OX0158  USGS QUAD   -  DEER CREEK (1979)
 OX0158
 OX0158                         *CURRENT SURVEY CONTROL
 OX0158  ___________________________________________________________________
 OX0158* NAD 83(1986)-  43 01 04.     (N)    110 48 19.     (W)     SCALED    
 OX0158* NAVD 88     -      1925.225  (meters)    6316.34   (feet)  ADJUSTED  
 OX0158  ___________________________________________________________________
 OX0158  GEOID HEIGHT-         -10.39  (meters)                     GEOID03
 OX0158  DYNAMIC HT  -        1923.849 (meters)    6311.83  (feet)  COMP
 OX0158  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 OX0158
 OX0158  VERT ORDER  -  SECOND    CLASS 0
 OX0158
 OX0158.The horizontal coordinates were scaled from a topographic map and have
 OX0158.an estimated accuracy of +/- 6 seconds.
 OX0158
 OX0158.The orthometric height was determined by differential leveling
 OX0158.and adjusted by the National Geodetic Survey in June 1991..
 OX0158
 OX0158.The geoid height was determined by GEOID03.
 OX0158
 OX0158.The dynamic height is computed by dividing the NAVD 88
 OX0158.geopotential number by the normal gravity value computed on the
 OX0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0158.degrees latitude (g = 980.6199 gals.).
 OX0158
 OX0158.The modeled gravity was interpolated from observed gravity values.
 OX0158
 OX0158;                    North         East    Units  Estimated Accuracy
 OX0158;SPC WY W     -   379,880.      741,150.      MT  (+/- 180 meters Scaled)
 OX0158
 OX0158                          SUPERSEDED SURVEY CONTROL
 OX0158
 OX0158  NGVD 29 (??/??/92) 1923.920  (m)         6312.06   (f) ADJ UNCH    2 0
 OX0158
 OX0158.Superseded values are not recommended for survey control.
 OX0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0158.See file dsdata.txt to determine how the superseded data were derived.
 OX0158
 OX0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN158628(NAD 83)
 OX0158_MARKER: DB = BENCH MARK DISK
 OX0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0158_STAMPING: W 313 1946
 OX0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0158+STABILITY: SURFACE MOTION
 OX0158
 OX0158  HISTORY     - Date     Condition        Report By
 OX0158  HISTORY     - 1946     MONUMENTED       CGS
 OX0158  HISTORY     - 1965     MARK NOT FOUND   NGS
 OX0158
 OX0158                          STATION DESCRIPTION
 OX0158
 OX0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0158'21.2 MI SE FROM ALPINE.
 OX0158'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0158'THENCE 19.6 MILES SOUTHEAST ALONG GREYS RIVER ROAD, ABOUT 200 FEET
 OX0158'EAST OF THE EDGE OF THE RIVER, 34 FEET NORTHEAST OF THE CENTER LINE OF
 OX0158'THE ROAD, ABOUT 8 FEET ABOVE THE ROAD LEVEL, 3 FEET WEST OF A WITNESS
 OX0158'POST, ON A SMALL OPEN BANK SURROUNDED BY A THICK GROWTH OF TREES AND
 OX0158'BRUSH, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROAD HAS BEEN
 OX0158'CHANGED AND NEW ALIGNMENT IS SLIGHTLY E OF OLD ROAD.  NO EVIDENCE
 OX0158'FOUND OF MARK BUT BELIEVE MARK TO HAVE BEEN DESTROYED BY NEW CUT.
 OX0158
 OX0158                          STATION RECOVERY (1965)
 OX0158
 OX0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 OX0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0099 ***********************************************************************
 NT0099  DESIGNATION -  W 314
 NT0099  PID         -  NT0099
 NT0099  STATE/COUNTY-  WY/LINCOLN
 NT0099  USGS QUAD   -  BOX CANYON CREEK (1980)
 NT0099
 NT0099                         *CURRENT SURVEY CONTROL
 NT0099  ___________________________________________________________________
 NT0099* NAD 83(1986)-  42 41 25.     (N)    110 40 16.     (W)     SCALED    
 NT0099* NAVD 88     -      2289.012  (meters)    7509.87   (feet)  ADJUSTED  
 NT0099  ___________________________________________________________________
 NT0099  GEOID HEIGHT-         -10.47  (meters)                     GEOID03
 NT0099  DYNAMIC HT  -        2287.174 (meters)    7503.84  (feet)  COMP
 NT0099  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 NT0099
 NT0099  VERT ORDER  -  SECOND    CLASS 0
 NT0099
 NT0099.The horizontal coordinates were scaled from a topographic map and have
 NT0099.an estimated accuracy of +/- 6 seconds.
 NT0099
 NT0099.The orthometric height was determined by differential leveling
 NT0099.and adjusted by the National Geodetic Survey in June 1991..
 NT0099
 NT0099.The geoid height was determined by GEOID03.
 NT0099
 NT0099.The dynamic height is computed by dividing the NAVD 88
 NT0099.geopotential number by the normal gravity value computed on the
 NT0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0099.degrees latitude (g = 980.6199 gals.).
 NT0099
 NT0099.The modeled gravity was interpolated from observed gravity values.
 NT0099
 NT0099;                    North         East    Units  Estimated Accuracy
 NT0099;SPC WY W     -   343,420.      751,840.      MT  (+/- 180 meters Scaled)
 NT0099
 NT0099                          SUPERSEDED SURVEY CONTROL
 NT0099
 NT0099  NGVD 29 (??/??/92) 2287.585  (m)         7505.19   (f) ADJ UNCH    2 0
 NT0099
 NT0099.Superseded values are not recommended for survey control.
 NT0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0099.See file dsdata.txt to determine how the superseded data were derived.
 NT0099
 NT0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN269264(NAD 83)
 NT0099_MARKER: DB = BENCH MARK DISK
 NT0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0099_STAMPING: W 314 1946
 NT0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0099+STABILITY: SURFACE MOTION
 NT0099
 NT0099  HISTORY     - Date     Condition        Report By
 NT0099  HISTORY     - 1946     MONUMENTED       CGS
 NT0099  HISTORY     - 1972     GOOD             NGS
 NT0099
 NT0099                          STATION DESCRIPTION
 NT0099
 NT0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0099'43.3 MI E FROM SMOOT.
 NT0099'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0099'THENCE ABOUT 36.3 MILES EASTERLY AND NORTHEASTERLY ALONG THE GREYS
 NT0099'RIVER ROAD, IN THE APPROXIMATE CENTER OF A LARGE SLOPING MEADOW, ABOUT
 NT0099'400 FEET NORTH OF THE EDGE OF THE RIVER, 28 FEET NORTHEAST OF THE
 NT0099'CENTER LINE OF THE ROAD, 9 FEET WEST OF THE WESTERNMOST ONE OF 3 PINE
 NT0099'TREES, ABOUT 4 FEET ABOVE THE ROAD LEVEL, 3 FEET WEST OF A WITNESS
 NT0099'POST, AND SET IN THE TOP OF A CONCRETE POST.
 NT0099
 NT0099                          STATION RECOVERY (1972)
 NT0099
 NT0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0124 ***********************************************************************
 NT0124  DESIGNATION -  W 315
 NT0124  PID         -  NT0124
 NT0124  STATE/COUNTY-  WY/LINCOLN
 NT0124  USGS QUAD   -  MOUNT WAGNER (1980)
 NT0124
 NT0124                         *CURRENT SURVEY CONTROL
 NT0124  ___________________________________________________________________
 NT0124* NAD 83(1986)-  42 30 33.     (N)    110 46 03.     (W)     SCALED    
 NT0124* NAVD 88     -      2402.110  (meters)    7880.92   (feet)  ADJUSTED  
 NT0124  ___________________________________________________________________
 NT0124  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 NT0124  DYNAMIC HT  -        2400.122 (meters)    7874.40  (feet)  COMP
 NT0124  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 NT0124
 NT0124  VERT ORDER  -  SECOND    CLASS 0
 NT0124
 NT0124.The horizontal coordinates were scaled from a topographic map and have
 NT0124.an estimated accuracy of +/- 6 seconds.
 NT0124
 NT0124.The orthometric height was determined by differential leveling
 NT0124.and adjusted by the National Geodetic Survey in June 1991..
 NT0124
 NT0124.The geoid height was determined by GEOID03.
 NT0124
 NT0124.The dynamic height is computed by dividing the NAVD 88
 NT0124.geopotential number by the normal gravity value computed on the
 NT0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0124.degrees latitude (g = 980.6199 gals.).
 NT0124
 NT0124.The modeled gravity was interpolated from observed gravity values.
 NT0124
 NT0124;                    North         East    Units  Estimated Accuracy
 NT0124;SPC WY W     -   323,360.      743,770.      MT  (+/- 180 meters Scaled)
 NT0124
 NT0124                          SUPERSEDED SURVEY CONTROL
 NT0124
 NT0124  NGVD 29 (??/??/92) 2400.660  (m)         7876.17   (f) ADJ UNCH    2 0
 NT0124
 NT0124.Superseded values are not recommended for survey control.
 NT0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0124.See file dsdata.txt to determine how the superseded data were derived.
 NT0124
 NT0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN191063(NAD 83)
 NT0124_MARKER: DB = BENCH MARK DISK
 NT0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0124_STAMPING: W 315 1946
 NT0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0124+STABILITY: SURFACE MOTION
 NT0124
 NT0124  HISTORY     - Date     Condition        Report By
 NT0124  HISTORY     - 1946     MONUMENTED       CGS
 NT0124
 NT0124                          STATION DESCRIPTION
 NT0124
 NT0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0124'18.6 MI SE FROM SMOOT.
 NT0124'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0124'THENCE ABOUT 11.6 MILES EASTERLY ALONG GREYS RIVER ROAD, 0.1 MILE
 NT0124'SOUTH OF A WOOD BRIDGE OVER POKER HOLLOW CREEK, 28 FEET SOUTHEAST OF
 NT0124'THE CENTER LINE OF THE ROAD, 27 FEET SOUTH OF A LARGE LONE PINE TREE
 NT0124'WITH TRIANGLE BLAZE FACING THE ROAD, 6 FEET BELOW THE ROAD LEVEL, 3
 NT0124'FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0482 ***********************************************************************
 MO0482  DESIGNATION -  W 316
 MO0482  PID         -  MO0482
 MO0482  STATE/COUNTY-  WY/ALBANY
 MO0482  USGS QUAD   -  DALE CREEK (1987)
 MO0482
 MO0482                         *CURRENT SURVEY CONTROL
 MO0482  ___________________________________________________________________
 MO0482* NAD 83(1986)-  41 06 16.     (N)    105 27 12.     (W)     SCALED    
 MO0482* NAVD 88     -      2442.503  (meters)    8013.45   (feet)  ADJUSTED  
 MO0482  ___________________________________________________________________
 MO0482  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 MO0482  DYNAMIC HT  -        2440.246 (meters)    8006.04  (feet)  COMP
 MO0482  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 MO0482
 MO0482  VERT ORDER  -  FIRST     CLASS II
 MO0482
 MO0482.The horizontal coordinates were scaled from a topographic map and have
 MO0482.an estimated accuracy of +/- 6 seconds.
 MO0482
 MO0482.The orthometric height was determined by differential leveling
 MO0482.and adjusted by the National Geodetic Survey in June 1991..
 MO0482
 MO0482.The geoid height was determined by GEOID03.
 MO0482
 MO0482.The dynamic height is computed by dividing the NAVD 88
 MO0482.geopotential number by the normal gravity value computed on the
 MO0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0482.degrees latitude (g = 980.6199 gals.).
 MO0482
 MO0482.The modeled gravity was interpolated from observed gravity values.
 MO0482
 MO0482;                    North         East    Units  Estimated Accuracy
 MO0482;SPC WY E     -    67,160.      175,920.      MT  (+/- 180 meters Scaled)
 MO0482
 MO0482                          SUPERSEDED SURVEY CONTROL
 MO0482
 MO0482  NGVD 29 (??/??/92) 2441.335  (m)         8009.61   (f) ADJ UNCH    1 2
 MO0482
 MO0482.Superseded values are not recommended for survey control.
 MO0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0482.See file dsdata.txt to determine how the superseded data were derived.
 MO0482
 MO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF619504(NAD 83)
 MO0482_MARKER: DB = BENCH MARK DISK
 MO0482_SETTING: 66 = SET IN ROCK OUTCROP
 MO0482_SP_SET: GRANITE OUTCROP
 MO0482_STAMPING: W 316 1947
 MO0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0482+STABILITY: POSITION/ELEVATION WELL
 MO0482
 MO0482  HISTORY     - Date     Condition        Report By
 MO0482  HISTORY     - 1947     MONUMENTED       CGS
 MO0482  HISTORY     - 1956     GOOD             NGS
 MO0482
 MO0482                          STATION DESCRIPTION
 MO0482
 MO0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0482'7.7 MI W FROM SHERMAN.
 MO0482'3.8 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0482'RAILROAD STATION SIGN AT SHERMAN, THENCE 3.9 MILES SOUTHWEST
 MO0482'ALONG THE FORMER RIGHT OF WAY OF THE UNION PACIFIC RAILROAD,
 MO0482'216 FEET NORTHEAST OF THE NORTHEAST ABUTMENT OF AN OLD BRIDGE
 MO0482'OVER DALE CREEK (THIS BRIDGE HAS BEEN REMOVED), 26 FEET
 MO0482'SOUTHEAST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 58
 MO0482'FEET NORTHEAST OF THE SOUTHWEST END OF A CUT, 3 FEET ABOVE THE
 MO0482'LEVEL OF THE OLD RAILROAD GRADE, SET IN THE TOP OF A GRANITE
 MO0482'OUTCROP, IN SECTION 10, TOWNSHIP 13 NORTH, RANGE 72 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0622 ***********************************************************************
 MO0622  DESIGNATION -  W 317
 MO0622  PID         -  MO0622
 MO0622  STATE/COUNTY-  WY/ALBANY
 MO0622  USGS QUAD   -  LARAMIE SW (1978)
 MO0622
 MO0622                         *CURRENT SURVEY CONTROL
 MO0622  ___________________________________________________________________
 MO0622* NAD 83(1986)-  41 19 12.     (N)    105 40 11.     (W)     SCALED    
 MO0622* NAVD 88     -      2216.284  (meters)    7271.26   (feet)  ADJUSTED  
 MO0622  ___________________________________________________________________
 MO0622  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 MO0622  DYNAMIC HT  -        2214.353 (meters)    7264.92  (feet)  COMP
 MO0622  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 MO0622
 MO0622  VERT ORDER  -  FIRST     CLASS II
 MO0622
 MO0622.This mark is at Laramie Regional Airport (LAR)
 MO0622
 MO0622.The horizontal coordinates were scaled from a topographic map and have
 MO0622.an estimated accuracy of +/- 6 seconds.
 MO0622
 MO0622.The orthometric height was determined by differential leveling
 MO0622.and adjusted by the National Geodetic Survey in June 1991..
 MO0622
 MO0622.The geoid height was determined by GEOID03.
 MO0622
 MO0622.The dynamic height is computed by dividing the NAVD 88
 MO0622.geopotential number by the normal gravity value computed on the
 MO0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0622.degrees latitude (g = 980.6199 gals.).
 MO0622
 MO0622.The modeled gravity was interpolated from observed gravity values.
 MO0622
 MO0622;                    North         East    Units  Estimated Accuracy
 MO0622;SPC WY E     -    91,180.      157,880.      MT  (+/- 180 meters Scaled)
 MO0622
 MO0622                          SUPERSEDED SURVEY CONTROL
 MO0622
 MO0622  NGVD 29 (??/??/92) 2215.223  (m)         7267.78   (f) ADJ UNCH    1 2
 MO0622
 MO0622.Superseded values are not recommended for survey control.
 MO0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0622.See file dsdata.txt to determine how the superseded data were derived.
 MO0622
 MO0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF439744(NAD 83)
 MO0622_MARKER: DB = BENCH MARK DISK
 MO0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0622_SP_SET: FOUNDATION
 MO0622_STAMPING: W 317 1947
 MO0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0622
 MO0622  HISTORY     - Date     Condition        Report By
 MO0622  HISTORY     - 1947     MONUMENTED       CGS
 MO0622  HISTORY     - 1956     GOOD             NGS
 MO0622  HISTORY     - 1979     MARK NOT FOUND   NGS
 MO0622  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 MO0622
 MO0622                          STATION DESCRIPTION
 MO0622
 MO0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0622'4.8 MI W FROM LARAMIE.
 MO0622'4.8 MILES WEST ALONG STATE HIGHWAY 130 FROM THE POST OFFICE AT
 MO0622'LARAMIE, 87.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MO0622'BEACON TOWER AT THE GENERAL BREES AIRPORT, 65.3 FEET SOUTHEAST
 MO0622'OF THE SOUTHWEST CORNER OF THE MAIN HANGAR, 2.8 FEET ABOVE THE
 MO0622'GROUND, 0.8 FOOT SOUTH OF THE NORTHWEST CORNER OF THE WEATHER
 MO0622'BUREAU BUILDING, SET VERTICALLY IN THE FOUNDATION OF THE WEST
 MO0622'WALL OF THE BUILDING, IN THE NORTHWEST 1/4 OF SECTION 32, TOWNSHIP
 MO0622'16 NORTH, RANGE 74 WEST.
 MO0622
 MO0622                          STATION RECOVERY (1979)
 MO0622
 MO0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MO0622'MARK NOT FOUND.
 MO0622
 MO0622                          STATION RECOVERY (1992)
 MO0622
 MO0622'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0249 ***********************************************************************
 MP0249  DESIGNATION -  W 318
 MP0249  PID         -  MP0249
 MP0249  STATE/COUNTY-  WY/CARBON
 MP0249  USGS QUAD   -  RAWLINS (1981)
 MP0249
 MP0249                         *CURRENT SURVEY CONTROL
 MP0249  ___________________________________________________________________
 MP0249* NAD 83(1986)-  41 47 20.     (N)    107 13 36.     (W)     SCALED    
 MP0249* NAVD 88     -      2054.416  (meters)    6740.20   (feet)  ADJUSTED  
 MP0249  ___________________________________________________________________
 MP0249  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 MP0249  DYNAMIC HT  -        2052.681 (meters)    6734.50  (feet)  COMP
 MP0249  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 MP0249
 MP0249  VERT ORDER  -  FIRST     CLASS II
 MP0249
 MP0249.The horizontal coordinates were scaled from a topographic map and have
 MP0249.an estimated accuracy of +/- 6 seconds.
 MP0249
 MP0249.The orthometric height was determined by differential leveling
 MP0249.and adjusted by the National Geodetic Survey in June 1991..
 MP0249.WARNING-Repeat measurements at this control monument indicate possible
 MP0249.vertical movement.
 MP0249
 MP0249.The geoid height was determined by GEOID03.
 MP0249
 MP0249.The dynamic height is computed by dividing the NAVD 88
 MP0249.geopotential number by the normal gravity value computed on the
 MP0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0249.degrees latitude (g = 980.6199 gals.).
 MP0249
 MP0249.The modeled gravity was interpolated from observed gravity values.
 MP0249
 MP0249;                    North         East    Units  Estimated Accuracy
 MP0249;SPC WYEC     -   243,140.      408,870.      MT  (+/- 180 meters Scaled)
 MP0249
 MP0249                          SUPERSEDED SURVEY CONTROL
 MP0249
 MP0249  NGVD 29 (06/08/92) 2053.268  (m)         6736.43   (f) ADJUSTED    1 2
 MP0249
 MP0249.Superseded values are not recommended for survey control.
 MP0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0249.See file dsdata.txt to determine how the superseded data were derived.
 MP0249
 MP0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG149287(NAD 83)
 MP0249_MARKER: DB = BENCH MARK DISK
 MP0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0249_STAMPING: W 318 1947
 MP0249_MARK LOGO: CGS   
 MP0249_PROJECTION: PROJECTING 1 CENTIMETERS
 MP0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0249+STABILITY: SURFACE MOTION
 MP0249
 MP0249  HISTORY     - Date     Condition        Report By
 MP0249  HISTORY     - 1947     MONUMENTED       CGS
 MP0249  HISTORY     - 1956     GOOD             NGS
 MP0249  HISTORY     - 1983     GOOD             USGS
 MP0249  HISTORY     - 1983     GOOD             NGS
 MP0249
 MP0249                          STATION DESCRIPTION
 MP0249
 MP0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0249'0.6 MI E FROM RAWLINS.
 MP0249'0.6 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0249'RAWLINS, 47.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN LINE
 MP0249'TRACK, 37 FEET NORTH OF SEMAPHORE 6823, 6.7 FEET WEST OF A POWER POLE,
 MP0249'2.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 MP0249'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION 16, TOWNSHIP 21
 MP0249'NORTH, RANGE 87 WEST.
 MP0249
 MP0249                          STATION RECOVERY (1983)
 MP0249
 MP0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 MP0249'RECOVERED IN GOOD CONDITION.
 MP0249
 MP0249                          STATION RECOVERY (1983)
 MP0249
 MP0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0249'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.0 KM (0.6
 MP0249'MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MP0249'RAWLINS, 0.4 KM (0.25 MI) WEST OF MILEPOST 682, 5.1 METERS (16.7 FT)
 MP0249'WEST OF THE NORTHWEST CORNER OF A SMALL METAL BUILDING, 4.9 METERS
 MP0249'(16.1 FT) NORTH OF THE NEAR RAIL, 3.9 METERS (12.8 FT) SOUTH OF THE
 MP0249'CENTER OF A PAVED ROAD, 1.3 METERS (4.3 FT) NORTHEAST OF A SIGN POST,
 MP0249'1.0 METER (3.3 FT) NORTH OF A UTILITY POLE AND 0.9 METER (3.0 FT)
 MP0249'SOUTH OF A UTILITY POLE.
 MP0249'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0195 ***********************************************************************
 MP0195  DESIGNATION -  W 319
 MP0195  PID         -  MP0195
 MP0195  STATE/COUNTY-  WY/CARBON
 MP0195  USGS QUAD   -  WALCOTT (1982)
 MP0195
 MP0195                         *CURRENT SURVEY CONTROL
 MP0195  ___________________________________________________________________
 MP0195* NAD 83(1986)-  41 47 36.     (N)    106 48 11.     (W)     SCALED    
 MP0195* NAVD 88     -      2038.581  (meters)    6688.24   (feet)  ADJUSTED  
 MP0195  ___________________________________________________________________
 MP0195  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 MP0195  DYNAMIC HT  -        2036.784 (meters)    6682.35  (feet)  COMP
 MP0195  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 MP0195
 MP0195  VERT ORDER  -  FIRST     CLASS II
 MP0195
 MP0195.The horizontal coordinates were scaled from a topographic map and have
 MP0195.an estimated accuracy of +/- 6 seconds.
 MP0195
 MP0195.The orthometric height was determined by differential leveling
 MP0195.and adjusted by the National Geodetic Survey in June 1991..
 MP0195
 MP0195.The geoid height was determined by GEOID03.
 MP0195
 MP0195.The dynamic height is computed by dividing the NAVD 88
 MP0195.geopotential number by the normal gravity value computed on the
 MP0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0195.degrees latitude (g = 980.6199 gals.).
 MP0195
 MP0195.The modeled gravity was interpolated from observed gravity values.
 MP0195
 MP0195;                    North         East    Units  Estimated Accuracy
 MP0195;SPC WYEC     -   243,760.      444,070.      MT  (+/- 180 meters Scaled)
 MP0195
 MP0195                          SUPERSEDED SURVEY CONTROL
 MP0195
 MP0195  NGVD 29 (??/??/92) 2037.348  (m)         6684.20   (f) ADJ UNCH    1 2
 MP0195
 MP0195.Superseded values are not recommended for survey control.
 MP0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0195.See file dsdata.txt to determine how the superseded data were derived.
 MP0195
 MP0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG501284(NAD 83)
 MP0195_MARKER: DB = BENCH MARK DISK
 MP0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0195_SP_SET: CULVERT
 MP0195_STAMPING: W 319 1947
 MP0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0195
 MP0195  HISTORY     - Date     Condition        Report By
 MP0195  HISTORY     - 1947     MONUMENTED       CGS
 MP0195  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0195
 MP0195                          STATION DESCRIPTION
 MP0195
 MP0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0195'3.4 MI E FROM WALCOTT.
 MP0195'3.4 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0195'WALCOTT, 33.8 FEET NORTHWEST OF RAILWAY SIGNAL 6585, 19.4 FEET
 MP0195'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK AND 6.0 FEET
 MP0195'LOWER, SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST END OF THE
 MP0195'SOUTHWEST HEADWALL OF A 9 FOOT BY 10 FOOT STONE ARCH CULVERT.
 MP0195
 MP0195                          STATION RECOVERY (1983)
 MP0195
 MP0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0195'THE CULVERT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0455 ***********************************************************************
 MO0455  DESIGNATION -  W 320
 MO0455  PID         -  MO0455
 MO0455  STATE/COUNTY-  WY/LARAMIE
 MO0455  USGS QUAD   -  GRANITE (1978)
 MO0455
 MO0455                         *CURRENT SURVEY CONTROL
 MO0455  ___________________________________________________________________
 MO0455* NAD 83(1986)-  41 06 02.     (N)    105 11 46.     (W)     SCALED    
 MO0455* NAVD 88     -      2272.420  (meters)    7455.43   (feet)  POSTED    
 MO0455  ___________________________________________________________________
 MO0455  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 MO0455  DYNAMIC HT  -        2270.370 (meters)    7448.71  (feet)  COMP
 MO0455  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 MO0455
 MO0455  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MO0455
 MO0455.The horizontal coordinates were scaled from a topographic map and have
 MO0455.an estimated accuracy of +/- 6 seconds.
 MO0455
 MO0455.The orthometric height was determined by differential leveling
 MO0455.and adjusted by the National Geodetic Survey in 1992..
 MO0455.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MO0455.rate of 3.1 thru 4.0 mm/km.
 MO0455
 MO0455.The geoid height was determined by GEOID03.
 MO0455
 MO0455.The dynamic height is computed by dividing the NAVD 88
 MO0455.geopotential number by the normal gravity value computed on the
 MO0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0455.degrees latitude (g = 980.6199 gals.).
 MO0455
 MO0455.The modeled gravity was interpolated from observed gravity values.
 MO0455
 MO0455;                    North         East    Units  Estimated Accuracy
 MO0455;SPC WY E     -    66,690.      197,530.      MT  (+/- 180 meters Scaled)
 MO0455
 MO0455                          SUPERSEDED SURVEY CONTROL
 MO0455
 MO0455  NGVD 29 (??/??/92) 2271.317  (m)         7451.81   (f) ADJ UNCH    1 2
 MO0455
 MO0455.Superseded values are not recommended for survey control.
 MO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0455.See file dsdata.txt to determine how the superseded data were derived.
 MO0455
 MO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF835499(NAD 83)
 MO0455_MARKER: DB = BENCH MARK DISK
 MO0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0455_SP_SET: CULVERT
 MO0455_STAMPING: W 320 1947
 MO0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0455
 MO0455  HISTORY     - Date     Condition        Report By
 MO0455  HISTORY     - 1947     MONUMENTED       CGS
 MO0455  HISTORY     - 1956     GOOD             NGS
 MO0455  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0455  HISTORY     - 1985     MARK NOT FOUND   DMA
 MO0455
 MO0455                          STATION DESCRIPTION
 MO0455
 MO0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0455'2 MI W FROM GRANITE CANON.
 MO0455'2.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0455'AT GRANITE CANON, 6 POLES EAST OF A GATE, 11.3 FEET NORTH OF THE
 MO0455'NORTH RAIL OF THE NORTH TRACK, SET IN THE TOP OF THE WEST END
 MO0455'OF THE NORTH CONCRETE HEADWALL OF A 36 INCH STEEL PIPE CULVERT,
 MO0455'2 FEET BELOW THE TOP OF THE RAILS, IN SECTION 14, TOWNSHIP
 MO0455'13 NORTH, RANGE 70 WEST.
 MO0455
 MO0455                          STATION RECOVERY (1983)
 MO0455
 MO0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0455'MARK NOT FOUND.
 MO0455
 MO0455                          STATION RECOVERY (1985)
 MO0455
 MO0455'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0025 ***********************************************************************
 MP0025  DESIGNATION -  W 322
 MP0025  PID         -  MP0025
 MP0025  STATE/COUNTY-  WY/CARBON
 MP0025  USGS QUAD   -  COMO EAST (1971)
 MP0025
 MP0025                         *CURRENT SURVEY CONTROL
 MP0025  ___________________________________________________________________
 MP0025* NAD 83(1986)-  41 54 15.     (N)    106 19 56.     (W)     SCALED    
 MP0025* NAVD 88     -      2034.627  (meters)    6675.27   (feet)  ADJUSTED  
 MP0025  ___________________________________________________________________
 MP0025  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 MP0025  DYNAMIC HT  -        2032.852 (meters)    6669.45  (feet)  COMP
 MP0025  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 MP0025
 MP0025  VERT ORDER  -  FIRST     CLASS II
 MP0025
 MP0025.The horizontal coordinates were scaled from a topographic map and have
 MP0025.an estimated accuracy of +/- 6 seconds.
 MP0025
 MP0025.The orthometric height was determined by differential leveling
 MP0025.and adjusted by the National Geodetic Survey in June 1991..
 MP0025
 MP0025.The geoid height was determined by GEOID03.
 MP0025
 MP0025.The dynamic height is computed by dividing the NAVD 88
 MP0025.geopotential number by the normal gravity value computed on the
 MP0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0025.degrees latitude (g = 980.6199 gals.).
 MP0025
 MP0025.The modeled gravity was interpolated from observed gravity values.
 MP0025
 MP0025;                    North         East    Units  Estimated Accuracy
 MP0025;SPC WYEC     -   256,420.      483,060.      MT  (+/- 180 meters Scaled)
 MP0025
 MP0025                          SUPERSEDED SURVEY CONTROL
 MP0025
 MP0025  NGVD 29 (??/??/92) 2033.428  (m)         6671.34   (f) ADJ UNCH    1 2
 MP0025
 MP0025.Superseded values are not recommended for survey control.
 MP0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0025.See file dsdata.txt to determine how the superseded data were derived.
 MP0025
 MP0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG895399(NAD 83)
 MP0025_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 MP0025_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0025_STAMPING: W 322 1947
 MP0025_MARK LOGO: CGS   
 MP0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0025+STABILITY: SURFACE MOTION
 MP0025
 MP0025  HISTORY     - Date     Condition        Report By
 MP0025  HISTORY     - 1947     MONUMENTED       CGS
 MP0025  HISTORY     - 1971     GOOD             USGS
 MP0025  HISTORY     - 1983     GOOD             NGS
 MP0025
 MP0025                          STATION DESCRIPTION
 MP0025
 MP0025'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 MP0025'6.8 MI W FROM MEDICINE BOW.
 MP0025'6.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0025'MEDICINE BOW TO THE EAST END OF A LARGE FILL, THENCE SOUTH ABOUT 550
 MP0025'FEET TO SOUTH TO A STEEL BRIDGE ON THE OLD RAILROAD GRADE, AT THE EAST
 MP0025'CONCRETE ABUTMENT, 12 FEET NORTH OF THE CENTER OF THE BRIDGE, 4 FEET
 MP0025'SOUTH OF THE NORTH END OF THE ABUTMENT AND ABOUT 3 FEET BELOW THE
 MP0025'GRADE.  A BRASS CAP STAMPED, W 322 1947.
 MP0025
 MP0025                          STATION RECOVERY (1983)
 MP0025
 MP0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0025'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.  A
 MP0025'NEW TO REACH FOLLOWS.  3.2 KM (2.0 MI) WEST ALONG THE UNION PACIFIC
 MP0025'RAILROAD FROM THE STATION IN MEDICINE BOW, THENCE 8.5 KM (5.3 MI)
 MP0025'SOUTHWESTERLY ALONG THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0186 ***********************************************************************
 MP0186  DESIGNATION -  W 323
 MP0186  PID         -  MP0186
 MP0186  STATE/COUNTY-  WY/CARBON
 MP0186  USGS QUAD   -  DANA (1982)
 MP0186
 MP0186                         *CURRENT SURVEY CONTROL
 MP0186  ___________________________________________________________________
 MP0186* NAD 83(1986)-  41 50 12.     (N)    106 42 11.     (W)     SCALED    
 MP0186* NAVD 88     -      2073.355  (meters)    6802.33   (feet)  ADJUSTED  
 MP0186  ___________________________________________________________________
 MP0186  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 MP0186  DYNAMIC HT  -        2071.487 (meters)    6796.20  (feet)  COMP
 MP0186  MODELED GRAV-     979,648.5   (mgal)                       NAVD 88
 MP0186
 MP0186  VERT ORDER  -  FIRST     CLASS II
 MP0186
 MP0186.The horizontal coordinates were scaled from a topographic map and have
 MP0186.an estimated accuracy of +/- 6 seconds.
 MP0186
 MP0186.The orthometric height was determined by differential leveling
 MP0186.and adjusted by the National Geodetic Survey in June 1991..
 MP0186
 MP0186.The geoid height was determined by GEOID03.
 MP0186
 MP0186.The dynamic height is computed by dividing the NAVD 88
 MP0186.geopotential number by the normal gravity value computed on the
 MP0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0186.degrees latitude (g = 980.6199 gals.).
 MP0186
 MP0186.The modeled gravity was interpolated from observed gravity values.
 MP0186
 MP0186;                    North         East    Units  Estimated Accuracy
 MP0186;SPC WYEC     -   248,630.      452,350.      MT  (+/- 180 meters Scaled)
 MP0186
 MP0186                          SUPERSEDED SURVEY CONTROL
 MP0186
 MP0186  NGVD 29 (06/08/92) 2072.093  (m)         6798.19   (f) ADJUSTED    1 2
 MP0186
 MP0186.Superseded values are not recommended for survey control.
 MP0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0186.See file dsdata.txt to determine how the superseded data were derived.
 MP0186
 MP0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG585330(NAD 83)
 MP0186_MARKER: DB = BENCH MARK DISK
 MP0186_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MP0186_STAMPING: W 323 1947
 MP0186_MARK LOGO: CGS   
 MP0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0186
 MP0186  HISTORY     - Date     Condition        Report By
 MP0186  HISTORY     - 1947     MONUMENTED       CGS
 MP0186  HISTORY     - 1983     GOOD             NGS
 MP0186
 MP0186                          STATION DESCRIPTION
 MP0186
 MP0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0186'8.3 MI W FROM HANNA.
 MP0186'8.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0186'HANNA, 15 TELEPHONE POLES WEST OF MILE POST NO.651, 0.15 MILE EAST OF
 MP0186'THE TELEPHONE BOOTH AND TOOL HOUSE AT DANA SIDING, AT THE WEST END OF
 MP0186'A 20.5 FOOT STEEL PLATE BRIDGE AND OVERPASS, 12.6 FEET NORTH OF THE
 MP0186'NORTH RAIL OF THE EAST BOUND TRACK AND 8.7 FEET SOUTH OF THE SOUTH
 MP0186'RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE TRACKS, 1.5 FOOT BELOW
 MP0186'THE BASE OF THE RAILS, SET IN THE TOP OF THE WEST CONCRETE ABUTMENT OF
 MP0186'THE BRIDGE AND BETWEEN THE TWO MAIN LINE TRACKS.
 MP0186
 MP0186                          STATION RECOVERY (1983)
 MP0186
 MP0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0186'RECOVERED IN GOOD CONDTION.  A NEW TO REACH FOLLOWS.  13.3 KM
 MP0186'(8.25 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MP0186'IN HANNA.  ADD IN BRIDGE NUMBER 65137.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0178 ***********************************************************************
 OW0178  DESIGNATION -  W 326
 OW0178  PID         -  OW0178
 OW0178  STATE/COUNTY-  WY/WASHAKIE
 OW0178  USGS QUAD   -  NEIBER (1985)
 OW0178
 OW0178                         *CURRENT SURVEY CONTROL
 OW0178  ___________________________________________________________________
 OW0178* NAD 83(1986)-  43 54 53.     (N)    108 05 04.     (W)     SCALED    
 OW0178* NAVD 88     -      1280.491  (meters)    4201.08   (feet)  ADJUSTED  
 OW0178  ___________________________________________________________________
 OW0178  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 OW0178  DYNAMIC HT  -        1279.858 (meters)    4199.00  (feet)  COMP
 OW0178  MODELED GRAV-     980,080.6   (mgal)                       NAVD 88
 OW0178  OBS GRAVITY -     980,083.4   (mgal)                       GRAV_OBS
 OW0178
 OW0178  VERT ORDER  -  FIRST     CLASS II
 OW0178
 OW0178.The horizontal coordinates were scaled from a topographic map and have
 OW0178.an estimated accuracy of +/- 6 seconds.
 OW0178
 OW0178.The orthometric height was determined by differential leveling
 OW0178.and adjusted by the National Geodetic Survey in June 1991..
 OW0178
 OW0178.The geoid height was determined by GEOID03.
 OW0178
 OW0178.The dynamic height is computed by dividing the NAVD 88
 OW0178.geopotential number by the normal gravity value computed on the
 OW0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0178.degrees latitude (g = 980.6199 gals.).
 OW0178
 OW0178.The modeled gravity was interpolated from observed gravity values.
 OW0178.The observed gravity was obtained from relative gravimeter ties
 OW0178.to the IGSN71 gravity network.
 OW0178
 OW0178;                    North         East    Units  Estimated Accuracy
 OW0178;SPC WYEC     -   479,550.      339,670.      MT  (+/- 180 meters Scaled)
 OW0178
 OW0178                          SUPERSEDED SURVEY CONTROL
 OW0178
 OW0178  NGVD 29 (06/08/92) 1279.676  (m)         4198.40   (f) ADJUSTED    1 2
 OW0178
 OW0178.Superseded values are not recommended for survey control.
 OW0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0178.See file dsdata.txt to determine how the superseded data were derived.
 OW0178
 OW0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP340665(NAD 83)
 OW0178_MARKER: I = METAL ROD
 OW0178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0178_SP_SET: STAINLESS STEEL ROD
 OW0178_STAMPING: W 326 1982
 OW0178_MARK LOGO: NGS   
 OW0178_PROJECTION: FLUSH
 OW0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0178_ROD/PIPE-DEPTH: 15.3 meters
 OW0178
 OW0178  HISTORY     - Date     Condition        Report By
 OW0178  HISTORY     - 1982     MONUMENTED       NGS
 OW0178
 OW0178                          STATION DESCRIPTION
 OW0178
 OW0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0178'16.5 KM (10.25 MI) SW FROM WORLAND.
 OW0178'16.5 KM (10.25 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 OW0178'JUNCTION WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.3
 OW0178'KM (0.2 MI) NORTHEAST OF MILEPOST 155, 45.7 METERS (149.9 FT)
 OW0178'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 18.3 METERS (60.0 FT)
 OW0178'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM
 OW0178'POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0178'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 OW0178'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0217 ***********************************************************************
 OW0217  DESIGNATION -  W 327
 OW0217  PID         -  OW0217
 OW0217  STATE/COUNTY-  WY/HOT SPRINGS
 OW0217  USGS QUAD   -  BOYSEN (1978)
 OW0217
 OW0217                         *CURRENT SURVEY CONTROL
 OW0217  ___________________________________________________________________
 OW0217* NAD 83(1986)-  43 28 21.     (N)    108 10 14.     (W)     SCALED    
 OW0217* NAVD 88     -      1397.152  (meters)    4583.82   (feet)  ADJUSTED  
 OW0217  ___________________________________________________________________
 OW0217  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 OW0217  DYNAMIC HT  -        1396.350 (meters)    4581.19  (feet)  COMP
 OW0217  MODELED GRAV-     979,997.3   (mgal)                       NAVD 88
 OW0217  OBS GRAVITY -     980,001.9   (mgal)                       GRAV_OBS
 OW0217
 OW0217  VERT ORDER  -  FIRST     CLASS II
 OW0217
 OW0217.The horizontal coordinates were scaled from a topographic map and have
 OW0217.an estimated accuracy of +/- 6 seconds.
 OW0217
 OW0217.The orthometric height was determined by differential leveling
 OW0217.and adjusted by the National Geodetic Survey in June 1991..
 OW0217
 OW0217.The geoid height was determined by GEOID03.
 OW0217
 OW0217.The dynamic height is computed by dividing the NAVD 88
 OW0217.geopotential number by the normal gravity value computed on the
 OW0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0217.degrees latitude (g = 980.6199 gals.).
 OW0217
 OW0217.The modeled gravity was interpolated from observed gravity values.
 OW0217.The observed gravity was obtained from relative gravimeter ties
 OW0217.to the IGSN71 gravity network.
 OW0217
 OW0217;                    North         East    Units  Estimated Accuracy
 OW0217;SPC WYWC     -   330,310.      646,880.      MT  (+/- 180 meters Scaled)
 OW0217
 OW0217                          SUPERSEDED SURVEY CONTROL
 OW0217
 OW0217  NGVD 29 (06/08/92) 1396.246  (m)         4580.85   (f) ADJUSTED    1 2
 OW0217
 OW0217.Superseded values are not recommended for survey control.
 OW0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0217.See file dsdata.txt to determine how the superseded data were derived.
 OW0217
 OW0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP288171(NAD 83)
 OW0217_MARKER: DB = BENCH MARK DISK
 OW0217_SETTING: 66 = SET IN ROCK OUTCROP
 OW0217_SP_SET: ROCK OUTCROP
 OW0217_STAMPING: W 327 1982
 OW0217_MARK LOGO: NGS   
 OW0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0217+STABILITY: POSITION/ELEVATION WELL
 OW0217
 OW0217  HISTORY     - Date     Condition        Report By
 OW0217  HISTORY     - 1982     MONUMENTED       NGS
 OW0217
 OW0217                          STATION DESCRIPTION
 OW0217
 OW0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0217'23.1 KM (14.35 MI) SOUT FROM THERMOPOLIS.
 OW0217'23.1 KM (14.35 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0217'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 0.3 KM (0.2 MI) NORTH OF
 OW0217'MILEPOST 118, IN THE CENTER OF THE SOUTHERN 1/4 OF A 3 BY 6 FT EXPOSED
 OW0217'AREA OF BEDROCK IN A HIGHWAY CUT, 22.9 METERS (75.1 FT) SOUTH OF THE
 OW0217'NORTH END OF THE CUT AND 9.5 METERS (31.2 FT) EAST OF THE CENTERLINE
 OW0217'OF THE HIGHWAY.
 OW0217'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 OW0217'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0261 ***********************************************************************
 PX0261  DESIGNATION -  W 328
 PX0261  PID         -  PX0261
 PX0261  STATE/COUNTY-  WY/BIG HORN
 PX0261  USGS QUAD   -  LOVELL (1978)
 PX0261
 PX0261                         *CURRENT SURVEY CONTROL
 PX0261  ___________________________________________________________________
 PX0261* NAD 83(1986)-  44 49 34.     (N)    108 22 58.     (W)     SCALED    
 PX0261* NAVD 88     -      1186.657  (meters)    3893.22   (feet)  ADJUSTED  
 PX0261  ___________________________________________________________________
 PX0261  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 PX0261  DYNAMIC HT  -        1186.207 (meters)    3891.75  (feet)  COMP
 PX0261  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 PX0261
 PX0261  VERT ORDER  -  FIRST     CLASS II
 PX0261
 PX0261.The horizontal coordinates were scaled from a topographic map and have
 PX0261.an estimated accuracy of +/- 6 seconds.
 PX0261
 PX0261.The orthometric height was determined by differential leveling
 PX0261.and adjusted by the National Geodetic Survey in June 1991..
 PX0261
 PX0261.The geoid height was determined by GEOID03.
 PX0261
 PX0261.The dynamic height is computed by dividing the NAVD 88
 PX0261.geopotential number by the normal gravity value computed on the
 PX0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0261.degrees latitude (g = 980.6199 gals.).
 PX0261
 PX0261.The modeled gravity was interpolated from observed gravity values.
 PX0261
 PX0261;                    North         East    Units  Estimated Accuracy
 PX0261;SPC WYEC     -   581,080.      317,010.      MT  (+/- 180 meters Scaled)
 PX0261
 PX0261                          SUPERSEDED SURVEY CONTROL
 PX0261
 PX0261  NGVD 29 (06/08/92) 1185.809  (m)         3890.44   (f) ADJUSTED    1 2
 PX0261
 PX0261.Superseded values are not recommended for survey control.
 PX0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0261.See file dsdata.txt to determine how the superseded data were derived.
 PX0261
 PX0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ069669(NAD 83)
 PX0261_MARKER: I = METAL ROD
 PX0261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0261_SP_SET: STAINLESS STEEL ROD
 PX0261_STAMPING: W 328 1982
 PX0261_MARK LOGO: NGS   
 PX0261_PROJECTION: FLUSH
 PX0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0261_ROD/PIPE-DEPTH: 3.7  meters
 PX0261
 PX0261  HISTORY     - Date     Condition        Report By
 PX0261  HISTORY     - 1982     MONUMENTED       NGS
 PX0261
 PX0261                          STATION DESCRIPTION
 PX0261
 PX0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0261'1.7 KM (1.05 MI) SE FROM LOVELL.
 PX0261'0.4 KM (0.25 MI) EAST ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0261'NEVADA STREET IN LOVELL, THENCE 1.3 KM (0.8 MI) SOUTHEASTERLY ALONG
 PX0261'COUNTY ROAD 11, 13.7 METERS (44.9 FT) EAST OF THE CENTER OF THE ROAD,
 PX0261'11.7 METERS (38.4 FT) NORTH OF THE CENTER OF LANE 12 AND 5.2 METERS
 PX0261'(17.1 FT) NORTH OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 PX0261'THROUGH A 5-INCH LOGO CAP.
 PX0261'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 PX0261'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0292 ***********************************************************************
 PX0292  DESIGNATION -  W 329
 PX0292  PID         -  PX0292
 PX0292  STATE/COUNTY-  WY/BIG HORN
 PX0292  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0292
 PX0292                         *CURRENT SURVEY CONTROL
 PX0292  ___________________________________________________________________
 PX0292* NAD 83(1986)-  44 28 13.     (N)    108 03 27.     (W)     SCALED    
 PX0292* NAVD 88     -      1163.312  (meters)    3816.63   (feet)  ADJUSTED  
 PX0292  ___________________________________________________________________
 PX0292  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 PX0292  DYNAMIC HT  -        1162.846 (meters)    3815.10  (feet)  COMP
 PX0292  MODELED GRAV-     980,177.6   (mgal)                       NAVD 88
 PX0292  OBS GRAVITY -     980,180.9   (mgal)                       GRAV_OBS
 PX0292
 PX0292  VERT ORDER  -  FIRST     CLASS II
 PX0292
 PX0292.The horizontal coordinates were scaled from a topographic map and have
 PX0292.an estimated accuracy of +/- 6 seconds.
 PX0292
 PX0292.The orthometric height was determined by differential leveling
 PX0292.and adjusted by the National Geodetic Survey in June 1991..
 PX0292
 PX0292.The geoid height was determined by GEOID03.
 PX0292
 PX0292.The dynamic height is computed by dividing the NAVD 88
 PX0292.geopotential number by the normal gravity value computed on the
 PX0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0292.degrees latitude (g = 980.6199 gals.).
 PX0292
 PX0292.The modeled gravity was interpolated from observed gravity values.
 PX0292.The observed gravity was obtained from relative gravimeter ties
 PX0292.to the IGSN71 gravity network.
 PX0292
 PX0292;                    North         East    Units  Estimated Accuracy
 PX0292;SPC WYEC     -   541,260.      342,380.      MT  (+/- 180 meters Scaled)
 PX0292
 PX0292                          SUPERSEDED SURVEY CONTROL
 PX0292
 PX0292  NGVD 29 (06/08/92) 1162.517  (m)         3814.02   (f) ADJUSTED    1 2
 PX0292
 PX0292.Superseded values are not recommended for survey control.
 PX0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0292.See file dsdata.txt to determine how the superseded data were derived.
 PX0292
 PX0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ340283(NAD 83)
 PX0292_MARKER: DB = BENCH MARK DISK
 PX0292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PX0292_SP_SET: ABUTMENT
 PX0292_STAMPING: W 329 1982
 PX0292_MARK LOGO: NGS   
 PX0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0292
 PX0292  HISTORY     - Date     Condition        Report By
 PX0292  HISTORY     - 1982     MONUMENTED       NGS
 PX0292
 PX0292                          STATION DESCRIPTION
 PX0292
 PX0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0292'53.8 KM (33.4 MI) SE FROM LOVELL.
 PX0292'43.8 KM (27.2 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0292'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 10.0 KM (6.2 MI)
 PX0292'SOUTHERLY ALONG U. S. HIGHWAY 20, SET VERTICALLY IN THE NORTH FACE OF
 PX0292'THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF THE GREYBULL
 PX0292'RIVER, 5.8 METERS (19.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND
 PX0292'1.6 METERS (5.2 FT) EAST OF THE WEST END OF THE ABUTMENT.
 PX0292'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0007 ***********************************************************************
 OV0007  DESIGNATION -  W 33
 OV0007  PID         -  OV0007
 OV0007  STATE/COUNTY-  WY/JOHNSON
 OV0007  USGS QUAD   -  TAYLOR RANCH (1973)
 OV0007
 OV0007                         *CURRENT SURVEY CONTROL
 OV0007  ___________________________________________________________________
 OV0007* NAD 83(1986)-  43 33 41.     (N)    106 04 10.     (W)     SCALED    
 OV0007* NAVD 88     -      1536.597  (meters)    5041.32   (feet)  ADJUSTED  
 OV0007  ___________________________________________________________________
 OV0007  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 OV0007  DYNAMIC HT  -        1535.731 (meters)    5038.48  (feet)  COMP
 OV0007  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 OV0007
 OV0007  VERT ORDER  -  FIRST     CLASS II
 OV0007
 OV0007.The horizontal coordinates were scaled from a topographic map and have
 OV0007.an estimated accuracy of +/- 6 seconds.
 OV0007
 OV0007.The orthometric height was determined by differential leveling
 OV0007.and adjusted by the National Geodetic Survey in June 1991..
 OV0007
 OV0007.The geoid height was determined by GEOID03.
 OV0007
 OV0007.The dynamic height is computed by dividing the NAVD 88
 OV0007.geopotential number by the normal gravity value computed on the
 OV0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0007.degrees latitude (g = 980.6199 gals.).
 OV0007
 OV0007.The modeled gravity was interpolated from observed gravity values.
 OV0007
 OV0007;                    North         East    Units  Estimated Accuracy
 OV0007;SPC WYEC     -   440,800.      502,110.      MT  (+/- 180 meters Scaled)
 OV0007
 OV0007                          SUPERSEDED SURVEY CONTROL
 OV0007
 OV0007  NGVD 29 (??/??/92) 1535.766  (m)         5038.59   (f) ADJ UNCH    1 2
 OV0007
 OV0007.Superseded values are not recommended for survey control.
 OV0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0007.See file dsdata.txt to determine how the superseded data were derived.
 OV0007
 OV0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ136237(NAD 83)
 OV0007_MARKER: DB = BENCH MARK DISK
 OV0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0007_STAMPING: W 33 1933
 OV0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0007+STABILITY: SURFACE MOTION
 OV0007
 OV0007  HISTORY     - Date     Condition        Report By
 OV0007  HISTORY     - 1933     MONUMENTED       CGS
 OV0007  HISTORY     - 1985     MARK NOT FOUND   NGS
 OV0007
 OV0007                          STATION DESCRIPTION
 OV0007
 OV0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0007'22.9 MI NE FROM MIDWEST.
 OV0007'IN JOHNSON COUNTY, 22.9 MILES NORTHEAST ALONG THE PINE TREE ROAD (OLD
 OV0007'STATE HIGHWAY 316) FROM THE AMERICAN LEGION SQUARE AT MIDWEST, NATRONA
 OV0007'COUNTY, 0.7 MILE WEST OF J.J. CREEK, AT THE INTERSECTION OF THE OLD
 OV0007'AND NEW HIGHWAYS, 91 FEET SOUTH OF THE CENTER LINE OF THE NEW HIGHWAY,
 OV0007'53 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, AND 12.5 FEET
 OV0007'NORTH OF A RIGHT-OF-WAY WIRE FENCE.  A STANDARD DISK, STAMPED W 33
 OV0007'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 OV0007'GROUND.
 OV0007
 OV0007                          STATION RECOVERY (1985)
 OV0007
 OV0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0007'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0207 ***********************************************************************
 OV0207  DESIGNATION -  W 330
 OV0207  PID         -  OV0207
 OV0207  STATE/COUNTY-  WY/FREMONT
 OV0207  USGS QUAD   -  OCLA DRAW (1952)
 OV0207
 OV0207                         *CURRENT SURVEY CONTROL
 OV0207  ___________________________________________________________________
 OV0207* NAD 83(1986)-  43 13 05.     (N)    107 56 05.     (W)     SCALED    
 OV0207* NAVD 88     -      1552.983  (meters)    5095.08   (feet)  ADJUSTED  
 OV0207  ___________________________________________________________________
 OV0207  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 OV0207  DYNAMIC HT  -        1551.972 (meters)    5091.76  (feet)  COMP
 OV0207  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 OV0207
 OV0207  VERT ORDER  -  FIRST     CLASS II
 OV0207
 OV0207.The horizontal coordinates were scaled from a topographic map and have
 OV0207.an estimated accuracy of +/- 6 seconds.
 OV0207
 OV0207.The orthometric height was determined by differential leveling
 OV0207.and adjusted by the National Geodetic Survey in June 1991..
 OV0207
 OV0207.The geoid height was determined by GEOID03.
 OV0207
 OV0207.The dynamic height is computed by dividing the NAVD 88
 OV0207.geopotential number by the normal gravity value computed on the
 OV0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0207.degrees latitude (g = 980.6199 gals.).
 OV0207
 OV0207.The modeled gravity was interpolated from observed gravity values.
 OV0207
 OV0207;                    North         East    Units  Estimated Accuracy
 OV0207;SPC WYWC     -   302,200.      666,240.      MT  (+/- 180 meters Scaled)
 OV0207
 OV0207                          SUPERSEDED SURVEY CONTROL
 OV0207
 OV0207  NGVD 29 (06/08/92) 1551.982  (m)         5091.79   (f) ADJUSTED    1 2
 OV0207
 OV0207.Superseded values are not recommended for survey control.
 OV0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0207.See file dsdata.txt to determine how the superseded data were derived.
 OV0207
 OV0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH616892(NAD 83)
 OV0207_MARKER: I = METAL ROD
 OV0207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0207_SP_SET: STAINLESS STEEL ROD
 OV0207_STAMPING: W 330 1982
 OV0207_MARK LOGO: NGS   
 OV0207_PROJECTION: FLUSH
 OV0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0207_ROD/PIPE-DEPTH: 11.6 meters
 OV0207
 OV0207  HISTORY     - Date     Condition        Report By
 OV0207  HISTORY     - 1982     MONUMENTED       NGS
 OV0207
 OV0207                          STATION DESCRIPTION
 OV0207
 OV0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0207'14.6 KM (9.05 MI) EAST FROM SHOSHONI.
 OV0207'14.6 KM (9.05 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0207'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.3 KM (0.2 MI) EAST OF MILEPOST
 OV0207'91, 56.1 METERS (184.1 FT) NORTH-NORTHWEST OF THE NORTH END OF A METAL
 OV0207'PIPE CULVERT, 37.5 METERS (123.0 FT) NORTH OF THE CENTERLINE OF THE
 OV0207'HIGHWAY, 29.6 METERS (97.1 FT) WEST OF A FENCE CORNER AND 8.0 METERS
 OV0207'(26.2 FT) WEST OF THE CENTER OF A FIELD ENTRANCE.
 OV0207'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OV0207'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0235 ***********************************************************************
 OV0235  DESIGNATION -  W 331
 OV0235  PID         -  OV0235
 OV0235  STATE/COUNTY-  WY/NATRONA
 OV0235  USGS QUAD   -  ARMINTO NW (1952)
 OV0235
 OV0235                         *CURRENT SURVEY CONTROL
 OV0235  ___________________________________________________________________
 OV0235* NAD 83(1986)-  43 08 27.     (N)    107 27 37.     (W)     SCALED    
 OV0235* NAVD 88     -      1782.605  (meters)    5848.43   (feet)  ADJUSTED  
 OV0235  ___________________________________________________________________
 OV0235  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 OV0235  DYNAMIC HT  -        1781.378 (meters)    5844.40  (feet)  COMP
 OV0235  MODELED GRAV-     979,869.4   (mgal)                       NAVD 88
 OV0235
 OV0235  VERT ORDER  -  FIRST     CLASS II
 OV0235
 OV0235.The horizontal coordinates were scaled from a topographic map and have
 OV0235.an estimated accuracy of +/- 6 seconds.
 OV0235
 OV0235.The orthometric height was determined by differential leveling
 OV0235.and adjusted by the National Geodetic Survey in June 1991..
 OV0235
 OV0235.The geoid height was determined by GEOID03.
 OV0235
 OV0235.The dynamic height is computed by dividing the NAVD 88
 OV0235.geopotential number by the normal gravity value computed on the
 OV0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0235.degrees latitude (g = 980.6199 gals.).
 OV0235
 OV0235.The modeled gravity was interpolated from observed gravity values.
 OV0235
 OV0235;                    North         East    Units  Estimated Accuracy
 OV0235;SPC WYEC     -   393,310.      389,670.      MT  (+/- 180 meters Scaled)
 OV0235
 OV0235                          SUPERSEDED SURVEY CONTROL
 OV0235
 OV0235  NGVD 29 (06/08/92) 1781.565  (m)         5845.02   (f) ADJUSTED    1 2
 OV0235
 OV0235.Superseded values are not recommended for survey control.
 OV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0235.See file dsdata.txt to determine how the superseded data were derived.
 OV0235
 OV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH999793(NAD 83)
 OV0235_MARKER: I = METAL ROD
 OV0235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0235_SP_SET: STAINLESS STEEL ROD
 OV0235_STAMPING: W 331 1982
 OV0235_MARK LOGO: NGS   
 OV0235_PROJECTION: FLUSH
 OV0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0235_ROD/PIPE-DEPTH: 8.8  meters
 OV0235
 OV0235  HISTORY     - Date     Condition        Report By
 OV0235  HISTORY     - 1982     MONUMENTED       NGS
 OV0235
 OV0235                          STATION DESCRIPTION
 OV0235
 OV0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0235'23.8 KM (14.8 MI) WEST FROM WALTMAN.
 OV0235'23.8 KM (14.8 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0235'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.8 KM (0.5 MI) WEST OF
 OV0235'MILEPOST 65, 91.4 METERS (299.9 FT) NORTH OF THE CENTERLINE OF THE
 OV0235'HIGHWAY AND 14.4 METERS (47.2 FT) EAST OF THE CENTER OF A TRACK ROAD
 OV0235'LEADING NORTH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OV0235'LOGO CAP.
 OV0235'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OV0235'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0286 ***********************************************************************
 NR0286  DESIGNATION -  W 332
 NR0286  PID         -  NR0286
 NR0286  STATE/COUNTY-  WY/NATRONA
 NR0286  USGS QUAD   -  INDEPENDENCE ROCK (1981)
 NR0286
 NR0286                         *CURRENT SURVEY CONTROL
 NR0286  ___________________________________________________________________
 NR0286* NAD 83(1986)-  42 26 27.     (N)    107 11 57.     (W)     SCALED    
 NR0286* NAVD 88     -      1838.191  (meters)    6030.80   (feet)  ADJUSTED  
 NR0286  ___________________________________________________________________
 NR0286  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 NR0286  DYNAMIC HT  -        1836.926 (meters)    6026.65  (feet)  COMP
 NR0286  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 NR0286
 NR0286  VERT ORDER  -  FIRST     CLASS II
 NR0286
 NR0286.The horizontal coordinates were scaled from a topographic map and have
 NR0286.an estimated accuracy of +/- 6 seconds.
 NR0286
 NR0286.The orthometric height was determined by differential leveling
 NR0286.and adjusted by the National Geodetic Survey in June 1991..
 NR0286
 NR0286.The geoid height was determined by GEOID03.
 NR0286
 NR0286.The dynamic height is computed by dividing the NAVD 88
 NR0286.geopotential number by the normal gravity value computed on the
 NR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0286.degrees latitude (g = 980.6199 gals.).
 NR0286
 NR0286.The modeled gravity was interpolated from observed gravity values.
 NR0286
 NR0286;                    North         East    Units  Estimated Accuracy
 NR0286;SPC WYEC     -   315,550.      411,040.      MT  (+/- 180 meters Scaled)
 NR0286
 NR0286                          SUPERSEDED SURVEY CONTROL
 NR0286
 NR0286  NGVD 29 (06/08/92) 1837.250  (m)         6027.71   (f) ADJUSTED    1 2
 NR0286
 NR0286.Superseded values are not recommended for survey control.
 NR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0286.See file dsdata.txt to determine how the superseded data were derived.
 NR0286
 NR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH191010(NAD 83)
 NR0286_MARKER: DB = BENCH MARK DISK
 NR0286_SETTING: 66 = SET IN ROCK OUTCROP
 NR0286_SP_SET: ROCK OUTCROP
 NR0286_STAMPING: W 332 1982
 NR0286_MARK LOGO: NGS   
 NR0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0286+STABILITY: POSITION/ELEVATION WELL
 NR0286
 NR0286  HISTORY     - Date     Condition        Report By
 NR0286  HISTORY     - 1982     MONUMENTED       NGS
 NR0286
 NR0286                          STATION DESCRIPTION
 NR0286
 NR0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0286'22.1 KM (13.75 MI) NE FROM MUDDY GAP.
 NR0286'22.1 KM (13.75 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0286'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP, IN
 NR0286'THE CENTER OF A 3 BY 4 FT. EXPOSED AREA OF OUTCROPPING BEDROCK, 60.0
 NR0286'METERS (196.8 FT) SOUTHWEST OF MILEPOST 58, 38.7 METERS (127.0 FT)
 NR0286'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 3.8 METERS (12.5 FT)
 NR0286'SOUTHEAST OF A FENCE.
 NR0286'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 NR0286'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0216 ***********************************************************************
 OV0216  DESIGNATION -  W 333
 OV0216  PID         -  OV0216
 OV0216  STATE/COUNTY-  WY/FREMONT
 OV0216  USGS QUAD   -  MONETA (1952)
 OV0216
 OV0216                         *CURRENT SURVEY CONTROL
 OV0216  ___________________________________________________________________
 OV0216* NAD 83(1986)-  43 09 42.     (N)    107 43 31.     (W)     SCALED    
 OV0216* NAVD 88     -      1657.813  (meters)    5439.01   (feet)  ADJUSTED  
 OV0216  ___________________________________________________________________
 OV0216  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 OV0216  DYNAMIC HT  -        1656.710 (meters)    5435.39  (feet)  COMP
 OV0216  MODELED GRAV-     979,896.9   (mgal)                       NAVD 88
 OV0216
 OV0216  VERT ORDER  -  FIRST     CLASS II
 OV0216
 OV0216.The horizontal coordinates were scaled from a topographic map and have
 OV0216.an estimated accuracy of +/- 6 seconds.
 OV0216
 OV0216.The orthometric height was determined by differential leveling
 OV0216.and adjusted by the National Geodetic Survey in June 1991..
 OV0216
 OV0216.The geoid height was determined by GEOID03.
 OV0216
 OV0216.The dynamic height is computed by dividing the NAVD 88
 OV0216.geopotential number by the normal gravity value computed on the
 OV0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0216.degrees latitude (g = 980.6199 gals.).
 OV0216
 OV0216.The modeled gravity was interpolated from observed gravity values.
 OV0216
 OV0216;                    North         East    Units  Estimated Accuracy
 OV0216;SPC WYWC     -   296,120.      683,330.      MT  (+/- 180 meters Scaled)
 OV0216
 OV0216                          SUPERSEDED SURVEY CONTROL
 OV0216
 OV0216  NGVD 29 (06/08/92) 1656.794  (m)         5435.66   (f) ADJUSTED    1 2
 OV0216
 OV0216.Superseded values are not recommended for survey control.
 OV0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0216.See file dsdata.txt to determine how the superseded data were derived.
 OV0216
 OV0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH784823(NAD 83)
 OV0216_MARKER: I = METAL ROD
 OV0216_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0216_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OV0216_STAMPING: W 333 1982
 OV0216_MARK LOGO: NGS   
 OV0216_PROJECTION: FLUSH
 OV0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0216+STABILITY: POSITION/ELEVATION WELL
 OV0216_ROD/PIPE-DEPTH: 15.9 meters
 OV0216_SLEEVE-DEPTH  : 12.2 meters
 OV0216
 OV0216  HISTORY     - Date     Condition        Report By
 OV0216  HISTORY     - 1982     MONUMENTED       NGS
 OV0216
 OV0216                          STATION DESCRIPTION
 OV0216
 OV0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0216'33.2 KM (20.6 MI) EAST FROM SHOSHONI.
 OV0216'33.2 KM (20.6 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0216'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.4 KM (0.25 MI) WEST OF MILEPOST
 OV0216'79, 37.3 KM (122.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 29.8
 OV0216'METERS (97.8 FT) WEST OF THE CENTER OF LYSITE-MONETA ROAD.
 OV0216'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0216'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 OV0216'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0217 ***********************************************************************
 NR0217  DESIGNATION -  W 334
 NR0217  PID         -  NR0217
 NR0217  STATE/COUNTY-  WY/NATRONA
 NR0217  USGS QUAD   -  EMIGRANT GAP NE (1984)
 NR0217
 NR0217                         *CURRENT SURVEY CONTROL
 NR0217  ___________________________________________________________________
 NR0217* NAD 83(1986)-  42 56 43.     (N)    106 37 11.     (W)     SCALED    
 NR0217* NAVD 88     -      1656.165  (meters)    5433.60   (feet)  ADJUSTED  
 NR0217  ___________________________________________________________________
 NR0217  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 NR0217  DYNAMIC HT  -        1655.126 (meters)    5430.19  (feet)  COMP
 NR0217  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 NR0217
 NR0217  VERT ORDER  -  FIRST     CLASS II
 NR0217
 NR0217.The horizontal coordinates were scaled from a topographic map and have
 NR0217.an estimated accuracy of +/- 6 seconds.
 NR0217
 NR0217.The orthometric height was determined by differential leveling
 NR0217.and adjusted by the National Geodetic Survey in June 1991..
 NR0217
 NR0217.The geoid height was determined by GEOID03.
 NR0217
 NR0217.The dynamic height is computed by dividing the NAVD 88
 NR0217.geopotential number by the normal gravity value computed on the
 NR0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0217.degrees latitude (g = 980.6199 gals.).
 NR0217
 NR0217.The modeled gravity was interpolated from observed gravity values.
 NR0217
 NR0217;                    North         East    Units  Estimated Accuracy
 NR0217;SPC WYEC     -   371,820.      458,240.      MT  (+/- 180 meters Scaled)
 NR0217
 NR0217                          SUPERSEDED SURVEY CONTROL
 NR0217
 NR0217  NGVD 29 (06/08/92) 1655.270  (m)         5430.66   (f) ADJUSTED    1 2
 NR0217
 NR0217.Superseded values are not recommended for survey control.
 NR0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0217.See file dsdata.txt to determine how the superseded data were derived.
 NR0217
 NR0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH678560(NAD 83)
 NR0217_MARKER: I = METAL ROD
 NR0217_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0217_SP_SET: STAINLESS STEEL ROD
 NR0217_STAMPING: W 334 1982
 NR0217_MARK LOGO: NGS   
 NR0217_PROJECTION: FLUSH
 NR0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0217_ROD/PIPE-DEPTH: 8.5  meters
 NR0217
 NR0217  HISTORY     - Date     Condition        Report By
 NR0217  HISTORY     - 1982     MONUMENTED       NGS
 NR0217
 NR0217                          STATION DESCRIPTION
 NR0217
 NR0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0217'24.9 KM (15.45 MI) NW FROM CASPER.
 NR0217'24.9 KM (15.45 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0217'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 0.6 KM (0.35 MI)
 NR0217'NORTHWEST OF THE INTERSECTION OF COUNTY ROAD 125, 0.4 KM (0.25 MI)
 NR0217'SOUTHEAST OF MILEPOST 19, 22.0 METERS (72.2 FT) NORTHEAST OF THE
 NR0217'CENTERLINE OF THE HIGHWAY AND 6.5 METERS (21.3 FT) SOUTHEAST OF A
 NR0217'FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 NR0217'LOGO CAP.
 NR0217'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 NR0217'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0246 ***********************************************************************
 NR0246  DESIGNATION -  W 335
 NR0246  PID         -  NR0246
 NR0246  STATE/COUNTY-  WY/NATRONA
 NR0246  USGS QUAD   -  EMIGRANT GAP (1978)
 NR0246
 NR0246                         *CURRENT SURVEY CONTROL
 NR0246  ___________________________________________________________________
 NR0246* NAD 83(1986)-  42 45 02.     (N)    106 31 05.     (W)     SCALED    
 NR0246* NAVD 88     -      1610.338  (meters)    5283.25   (feet)  ADJUSTED  
 NR0246  ___________________________________________________________________
 NR0246  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 NR0246  DYNAMIC HT  -        1609.318 (meters)    5279.90  (feet)  COMP
 NR0246  MODELED GRAV-     979,930.4   (mgal)                       NAVD 88
 NR0246
 NR0246  VERT ORDER  -  FIRST     CLASS II
 NR0246
 NR0246.The horizontal coordinates were scaled from a topographic map and have
 NR0246.an estimated accuracy of +/- 6 seconds.
 NR0246
 NR0246.The orthometric height was determined by differential leveling
 NR0246.and adjusted by the National Geodetic Survey in June 1991..
 NR0246
 NR0246.The geoid height was determined by GEOID03.
 NR0246
 NR0246.The dynamic height is computed by dividing the NAVD 88
 NR0246.geopotential number by the normal gravity value computed on the
 NR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0246.degrees latitude (g = 980.6199 gals.).
 NR0246
 NR0246.The modeled gravity was interpolated from observed gravity values.
 NR0246
 NR0246;                    North         East    Units  Estimated Accuracy
 NR0246;SPC WYEC     -   350,270.      466,740.      MT  (+/- 180 meters Scaled)
 NR0246
 NR0246                          SUPERSEDED SURVEY CONTROL
 NR0246
 NR0246  NGVD 29 (06/08/92) 1609.454  (m)         5280.35   (f) ADJUSTED    1 2
 NR0246
 NR0246.Superseded values are not recommended for survey control.
 NR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0246.See file dsdata.txt to determine how the superseded data were derived.
 NR0246
 NR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH757342(NAD 83)
 NR0246_MARKER: DB = BENCH MARK DISK
 NR0246_SETTING: 66 = SET IN ROCK OUTCROP
 NR0246_SP_SET: ROCK OUTCROP
 NR0246_STAMPING: W 335 1982
 NR0246_MARK LOGO: NGS   
 NR0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0246+STABILITY: POSITION/ELEVATION WELL
 NR0246
 NR0246  HISTORY     - Date     Condition        Report By
 NR0246  HISTORY     - 1982     MONUMENTED       NGS
 NR0246
 NR0246                          STATION DESCRIPTION
 NR0246
 NR0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0246'15.2 KM (9.45 MI) SW FROM CASPER.
 NR0246'15.2 KM (9.45 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0246'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, 0.5 KM (0.3 MI) NORTHEAST
 NR0246'OF A PAVED CROSSROAD, 0.1 KM (0.05 MI) SOUTHWEST OF MILEPOST 104, IN
 NR0246'THE CENTER OF THE SOUTHERN 1/4 OF AN 8 BY 10 FT. EXPOSED AREA OF
 NR0246'BEDROCK IN A HIGHWAY CUT, 17.9 METERS (58.7 FT) SOUTHWEST OF THE
 NR0246'CENTERLINE OF THE HIGHWAY AND 5.0 METERS (16.4 FT) NORTHEAST OF THE
 NR0246'SOUTHWEST END OF THE CUT.
 NR0246'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 NR0246'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0311 ***********************************************************************
 NR0311  DESIGNATION -  W 336
 NR0311  PID         -  NR0311
 NR0311  STATE/COUNTY-  WY/CARBON
 NR0311  USGS QUAD   -  LAMONT (1981)
 NR0311
 NR0311                         *CURRENT SURVEY CONTROL
 NR0311  ___________________________________________________________________
 NR0311* NAD 83(1986)-  42 09 02.     (N)    107 25 56.     (W)     SCALED    
 NR0311* NAVD 88     -      1993.707  (meters)    6541.02   (feet)  ADJUSTED  
 NR0311  ___________________________________________________________________
 NR0311  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 NR0311  DYNAMIC HT  -        1992.087 (meters)    6535.71  (feet)  COMP
 NR0311  MODELED GRAV-     979,738.2   (mgal)                       NAVD 88
 NR0311
 NR0311  VERT ORDER  -  FIRST     CLASS II
 NR0311
 NR0311.The horizontal coordinates were scaled from a topographic map and have
 NR0311.an estimated accuracy of +/- 6 seconds.
 NR0311
 NR0311.The orthometric height was determined by differential leveling
 NR0311.and adjusted by the National Geodetic Survey in June 1991..
 NR0311
 NR0311.The geoid height was determined by GEOID03.
 NR0311
 NR0311.The dynamic height is computed by dividing the NAVD 88
 NR0311.geopotential number by the normal gravity value computed on the
 NR0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0311.degrees latitude (g = 980.6199 gals.).
 NR0311
 NR0311.The modeled gravity was interpolated from observed gravity values.
 NR0311
 NR0311;                    North         East    Units  Estimated Accuracy
 NR0311;SPC WYEC     -   283,300.      391,830.      MT  (+/- 180 meters Scaled)
 NR0311
 NR0311                          SUPERSEDED SURVEY CONTROL
 NR0311
 NR0311  NGVD 29 (06/08/92) 1992.574  (m)         6537.30   (f) ADJUSTED    1 2
 NR0311
 NR0311.Superseded values are not recommended for survey control.
 NR0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0311.See file dsdata.txt to determine how the superseded data were derived.
 NR0311
 NR0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG990693(NAD 83)
 NR0311_MARKER: I = METAL ROD
 NR0311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0311_SP_SET: STAINLESS STEEL ROD
 NR0311_STAMPING: W 336 1982
 NR0311_MARK LOGO: NGS   
 NR0311_PROJECTION: FLUSH
 NR0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0311_ROD/PIPE-DEPTH: 7.0  meters
 NR0311
 NR0311  HISTORY     - Date     Condition        Report By
 NR0311  HISTORY     - 1982     MONUMENTED       NGS
 NR0311
 NR0311                          STATION DESCRIPTION
 NR0311
 NR0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0311'26.1 KM (16.2 MI) SOUTH FROM MUDDY GAP.
 NR0311'26.1 KM (16.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0311'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.2 KM (0.1 MI) NORTH OF MILEPOST
 NR0311'28 AND 52.7 METERS (172.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 NR0311'HIGHWAY.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NR0311'CAP.
 NR0311'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 NR0311'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0274 ***********************************************************************
 NR0274  DESIGNATION -  W 337
 NR0274  PID         -  NR0274
 NR0274  STATE/COUNTY-  WY/NATRONA
 NR0274  USGS QUAD   -  BENTON BASIN SW (1984)
 NR0274
 NR0274                         *CURRENT SURVEY CONTROL
 NR0274  ___________________________________________________________________
 NR0274* NAD 83(1986)-  42 33 54.     (N)    106 56 34.     (W)     SCALED    
 NR0274* NAVD 88     -      1838.029  (meters)    6030.27   (feet)  ADJUSTED  
 NR0274  ___________________________________________________________________
 NR0274  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 NR0274  DYNAMIC HT  -        1836.781 (meters)    6026.17  (feet)  COMP
 NR0274  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 NR0274
 NR0274  VERT ORDER  -  FIRST     CLASS II
 NR0274
 NR0274.The horizontal coordinates were scaled from a topographic map and have
 NR0274.an estimated accuracy of +/- 6 seconds.
 NR0274
 NR0274.The orthometric height was determined by differential leveling
 NR0274.and adjusted by the National Geodetic Survey in June 1991..
 NR0274
 NR0274.The geoid height was determined by GEOID03.
 NR0274
 NR0274.The dynamic height is computed by dividing the NAVD 88
 NR0274.geopotential number by the normal gravity value computed on the
 NR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0274.degrees latitude (g = 980.6199 gals.).
 NR0274
 NR0274.The modeled gravity was interpolated from observed gravity values.
 NR0274
 NR0274;                    North         East    Units  Estimated Accuracy
 NR0274;SPC WYEC     -   329,410.      432,070.      MT  (+/- 180 meters Scaled)
 NR0274
 NR0274                          SUPERSEDED SURVEY CONTROL
 NR0274
 NR0274  NGVD 29 (06/08/92) 1837.102  (m)         6027.23   (f) ADJUSTED    1 2
 NR0274
 NR0274.Superseded values are not recommended for survey control.
 NR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0274.See file dsdata.txt to determine how the superseded data were derived.
 NR0274
 NR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH405143(NAD 83)
 NR0274_MARKER: I = METAL ROD
 NR0274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0274_SP_SET: STAINLESS STEEL ROD
 NR0274_STAMPING: W 337 1982
 NR0274_MARK LOGO: NGS   
 NR0274_PROJECTION: FLUSH
 NR0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0274_ROD/PIPE-DEPTH: 3.7  meters
 NR0274
 NR0274  HISTORY     - Date     Condition        Report By
 NR0274  HISTORY     - 1982     MONUMENTED       NGS
 NR0274
 NR0274                          STATION DESCRIPTION
 NR0274
 NR0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0274'49.7 KM (30.85 MI) NE FROM MUDDY GAP.
 NR0274'49.7 KM (30.85 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0274'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0274'45.1 METERS (148.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 84.0
 NR0274'METERS (275.6 FT) EAST-NORTHEAST OF MILEPOST 75.  NOTE, ACCESS TO THE
 NR0274'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0274'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 NR0274'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0248 ***********************************************************************
 NR0248  DESIGNATION -  W 338
 NR0248  PID         -  NR0248
 NR0248  STATE/COUNTY-  WY/NATRONA
 NR0248  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0248
 NR0248                         *CURRENT SURVEY CONTROL
 NR0248  ___________________________________________________________________
 NR0248* NAD 83(1986)-  42 43 09.     (N)    106 32 11.     (W)     SCALED    
 NR0248* NAVD 88     -      1602.776  (meters)    5258.44   (feet)  ADJUSTED  
 NR0248  ___________________________________________________________________
 NR0248  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 NR0248  DYNAMIC HT  -        1601.758 (meters)    5255.10  (feet)  COMP
 NR0248  MODELED GRAV-     979,929.1   (mgal)                       NAVD 88
 NR0248
 NR0248  VERT ORDER  -  FIRST     CLASS II
 NR0248
 NR0248.The horizontal coordinates were scaled from a topographic map and have
 NR0248.an estimated accuracy of +/- 6 seconds.
 NR0248
 NR0248.The orthometric height was determined by differential leveling
 NR0248.and adjusted by the National Geodetic Survey in June 1991..
 NR0248
 NR0248.The geoid height was determined by GEOID03.
 NR0248
 NR0248.The dynamic height is computed by dividing the NAVD 88
 NR0248.geopotential number by the normal gravity value computed on the
 NR0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0248.degrees latitude (g = 980.6199 gals.).
 NR0248
 NR0248.The modeled gravity was interpolated from observed gravity values.
 NR0248
 NR0248;                    North         East    Units  Estimated Accuracy
 NR0248;SPC WYEC     -   346,770.      465,280.      MT  (+/- 180 meters Scaled)
 NR0248
 NR0248                          SUPERSEDED SURVEY CONTROL
 NR0248
 NR0248  NGVD 29 (06/08/92) 1601.892  (m)         5255.54   (f) ADJUSTED    1 2
 NR0248
 NR0248.Superseded values are not recommended for survey control.
 NR0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0248.See file dsdata.txt to determine how the superseded data were derived.
 NR0248
 NR0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH742307(NAD 83)
 NR0248_MARKER: DB = BENCH MARK DISK
 NR0248_SETTING: 66 = SET IN ROCK OUTCROP
 NR0248_SP_SET: ROCK OUTCROP
 NR0248_STAMPING: W 338 1982
 NR0248_MARK LOGO: NGS   
 NR0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0248+STABILITY: POSITION/ELEVATION WELL
 NR0248
 NR0248  HISTORY     - Date     Condition        Report By
 NR0248  HISTORY     - 1982     MONUMENTED       NGS
 NR0248
 NR0248                          STATION DESCRIPTION
 NR0248
 NR0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0248'19.1 KM (11.85 MI) SW FROM CASPER.
 NR0248'19.1 KM (11.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0248'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN THE CENTER OF A 2 BY 3
 NR0248'FT. EXPOSED AREA OF OUTCROPPING BEDROCK, 1.0 KM (0.6 MI) SOUTH OF
 NR0248'MILEPOST 102, 0.25 KM (0.15 MI) NORTHEAST OF THE JUNCTION OF COUNTY
 NR0248'ROAD 401 LEADING SOUTHEAST, AND 23.9 METERS (78.4 FT) SOUTHEAST OF THE
 NR0248'CENTERLINE OF THE HIGHWAY.
 NR0248'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 NR0248'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0355 ***********************************************************************
 MQ0355  DESIGNATION -  W 339
 MQ0355  PID         -  MQ0355
 MQ0355  STATE/COUNTY-  WY/SWEETWATER
 MQ0355  USGS QUAD   -  GREEN RIVER (1980)
 MQ0355
 MQ0355                         *CURRENT SURVEY CONTROL
 MQ0355  ___________________________________________________________________
 MQ0355* NAD 83(1986)-  41 32 41.     (N)    109 27 20.     (W)     SCALED    
 MQ0355* NAVD 88     -      1988.816  (meters)    6524.97   (feet)  ADJUSTED  
 MQ0355  ___________________________________________________________________
 MQ0355  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 MQ0355  DYNAMIC HT  -        1987.130 (meters)    6519.44  (feet)  COMP
 MQ0355  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 MQ0355
 MQ0355  VERT ORDER  -  FIRST     CLASS II
 MQ0355
 MQ0355.The horizontal coordinates were scaled from a topographic map and have
 MQ0355.an estimated accuracy of +/- 6 seconds.
 MQ0355
 MQ0355.The orthometric height was determined by differential leveling
 MQ0355.and adjusted by the National Geodetic Survey in June 1991..
 MQ0355
 MQ0355.The geoid height was determined by GEOID03.
 MQ0355
 MQ0355.The dynamic height is computed by dividing the NAVD 88
 MQ0355.geopotential number by the normal gravity value computed on the
 MQ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0355.degrees latitude (g = 980.6199 gals.).
 MQ0355
 MQ0355.The modeled gravity was interpolated from observed gravity values.
 MQ0355
 MQ0355;                    North         East    Units  Estimated Accuracy
 MQ0355;SPC WYWC     -   116,250.      541,130.      MT  (+/- 180 meters Scaled)
 MQ0355
 MQ0355                          SUPERSEDED SURVEY CONTROL
 MQ0355
 MQ0355  NGVD 29 (06/08/92) 1987.545  (m)         6520.80   (f) ADJUSTED    1 2
 MQ0355
 MQ0355.Superseded values are not recommended for survey control.
 MQ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0355.See file dsdata.txt to determine how the superseded data were derived.
 MQ0355
 MQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM288003(NAD 83)
 MQ0355_MARKER: DB = BENCH MARK DISK
 MQ0355_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0355_SP_SET: ROCK OUTCROP
 MQ0355_STAMPING: W 339 1983
 MQ0355_MARK LOGO: NGS   
 MQ0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0355+STABILITY: POSITION/ELEVATION WELL
 MQ0355
 MQ0355  HISTORY     - Date     Condition        Report By
 MQ0355  HISTORY     - 1983     MONUMENTED       NGS
 MQ0355  HISTORY     - 1983     GOOD             NGS
 MQ0355  HISTORY     - 1984     GOOD             NGS
 MQ0355
 MQ0355                          STATION DESCRIPTION
 MQ0355
 MQ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0355'2.4 KM (2.2 MI) NE FROM GREEN RIVER.
 MQ0355'1.1 KM (0.7 MI) NORTHWEST ALONG STATE HIGHWAY 374 FROM THE POST OFFICE
 MQ0355'IN GREEN RIVER, THENCE 0.5 KM (0.3 MI) NORTH ALONG HILLCREST WAY,
 MQ0355'THENCE 1.9 KM (1.2 MI) NORTHEASTERLY ALONG WHITE MOUNTAIN ROAD, SET IN
 MQ0355'THE CENTER OF A 15 BY 20 FT EXPOSED AREA OF OUTCROPPING BEDROCK, AND
 MQ0355'36.3 METERS (119.1 FT) NORTH OF THE CENTER OF THE ROAD.
 MQ0355'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MQ0355'THE MARK IS 4.6 M ABOVE THE ROAD.
 MQ0355
 MQ0355                          STATION RECOVERY (1983)
 MQ0355
 MQ0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0355'RECOVERED IN GOOD CONDITION.
 MQ0355
 MQ0355                          STATION RECOVERY (1984)
 MQ0355
 MQ0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0244 ***********************************************************************
 PV0244  DESIGNATION -  W 34
 PV0244  PID         -  PV0244
 PV0244  STATE/COUNTY-  WY/CAMPBELL
 PV0244  USGS QUAD   -  PLEASANTDALE (1971)
 PV0244
 PV0244                         *CURRENT SURVEY CONTROL
 PV0244  ___________________________________________________________________
 PV0244* NAD 83(1986)-  44 06 19.     (N)    105 42 40.     (W)     SCALED    
 PV0244* NAVD 88     -      1497.304  (meters)    4912.40   (feet)  POSTED    
 PV0244  ___________________________________________________________________
 PV0244  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 PV0244  DYNAMIC HT  -        1496.600 (meters)    4910.10  (feet)  COMP
 PV0244  MODELED GRAV-     980,092.3   (mgal)                       NAVD 88
 PV0244
 PV0244  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0244
 PV0244.The horizontal coordinates were scaled from a topographic map and have
 PV0244.an estimated accuracy of +/- 6 seconds.
 PV0244
 PV0244.The orthometric height was determined by differential leveling
 PV0244.and adjusted by the National Geodetic Survey in 1992..
 PV0244.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0244.rate of 0.0 thru 1.0 mm/km.
 PV0244
 PV0244.The geoid height was determined by GEOID03.
 PV0244
 PV0244.The dynamic height is computed by dividing the NAVD 88
 PV0244.geopotential number by the normal gravity value computed on the
 PV0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0244.degrees latitude (g = 980.6199 gals.).
 PV0244
 PV0244.The modeled gravity was interpolated from observed gravity values.
 PV0244
 PV0244;                    North         East    Units  Estimated Accuracy
 PV0244;SPC WY E     -   400,590.      156,410.      MT  (+/- 180 meters Scaled)
 PV0244
 PV0244                          SUPERSEDED SURVEY CONTROL
 PV0244
 PV0244  NGVD 29 (??/??/92) 1496.596  (m)         4910.08   (f) ADJ UNCH    1 2
 PV0244
 PV0244.Superseded values are not recommended for survey control.
 PV0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0244.See file dsdata.txt to determine how the superseded data were derived.
 PV0244
 PV0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ430838(NAD 83)
 PV0244_MARKER: DB = BENCH MARK DISK
 PV0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0244_STAMPING: W 34 1933
 PV0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0244+STABILITY: SURFACE MOTION
 PV0244
 PV0244  HISTORY     - Date     Condition        Report By
 PV0244  HISTORY     - 1933     MONUMENTED       CGS
 PV0244
 PV0244                          STATION DESCRIPTION
 PV0244
 PV0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PV0244'18.6 MI SW FROM GILLETTE.
 PV0244'LOCATED 18.60 MILES SOUTHWEST OF THE C. B. AND Q. RAILROAD
 PV0244'STATION IN GILLETTE, 130 FT. SOUTH OF ENTRANCE ROAD TO R.D.
 PV0244'PAYNELLS RANCH HOUSE, 69 FT. WEST OF CENTER OF HIGHWAY, 15 FT.
 PV0244'NORTH OF CORNER OF RANCH HOUSE YARD FENCE.  STANDARD TABLET
 PV0244'SET IN TOP OF CONCRETE POST 6 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0358 ***********************************************************************
 MQ0358  DESIGNATION -  W 340
 MQ0358  PID         -  MQ0358
 MQ0358  STATE/COUNTY-  WY/SWEETWATER
 MQ0358  USGS QUAD   -  GREEN RIVER (1980)
 MQ0358
 MQ0358                         *CURRENT SURVEY CONTROL
 MQ0358  ___________________________________________________________________
 MQ0358* NAD 83(1986)-  41 31 40.     (N)    109 23 33.     (W)     SCALED    
 MQ0358* NAVD 88     -      1873.349  (meters)    6146.15   (feet)  ADJUSTED  
 MQ0358  ___________________________________________________________________
 MQ0358  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 MQ0358  DYNAMIC HT  -        1871.729 (meters)    6140.83  (feet)  COMP
 MQ0358  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 MQ0358
 MQ0358  VERT ORDER  -  FIRST     CLASS II
 MQ0358
 MQ0358.The horizontal coordinates were scaled from a topographic map and have
 MQ0358.an estimated accuracy of +/- 6 seconds.
 MQ0358
 MQ0358.The orthometric height was determined by differential leveling
 MQ0358.and adjusted by the National Geodetic Survey in June 1991..
 MQ0358
 MQ0358.The geoid height was determined by GEOID03.
 MQ0358
 MQ0358.The dynamic height is computed by dividing the NAVD 88
 MQ0358.geopotential number by the normal gravity value computed on the
 MQ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0358.degrees latitude (g = 980.6199 gals.).
 MQ0358
 MQ0358.The modeled gravity was interpolated from observed gravity values.
 MQ0358
 MQ0358;                    North         East    Units  Estimated Accuracy
 MQ0358;SPC WYWC     -   114,330.      546,380.      MT  (+/- 180 meters Scaled)
 MQ0358
 MQ0358                          SUPERSEDED SURVEY CONTROL
 MQ0358
 MQ0358  NGVD 29 (06/08/92) 1872.032  (m)         6141.82   (f) ADJUSTED    1 2
 MQ0358
 MQ0358.Superseded values are not recommended for survey control.
 MQ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0358.See file dsdata.txt to determine how the superseded data were derived.
 MQ0358
 MQ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL341985(NAD 83)
 MQ0358_MARKER: I = METAL ROD
 MQ0358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0358_SP_SET: STAINLESS STEEL ROD
 MQ0358_STAMPING: W 340 1983
 MQ0358_MARK LOGO: NGS   
 MQ0358_PROJECTION: FLUSH
 MQ0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0358_ROD/PIPE-DEPTH: 3.1  meters
 MQ0358
 MQ0358  HISTORY     - Date     Condition        Report By
 MQ0358  HISTORY     - 1983     MONUMENTED       NGS
 MQ0358
 MQ0358                          STATION DESCRIPTION
 MQ0358
 MQ0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0358'6.9 KM (4.3 MI) NE FROM GREEN RIVER.
 MQ0358'6.9 KM (4.3 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0358'THE STATION IN GREEN RIVER, 28.4 METERS (93.2 FT) NORTHWEST OF THE
 MQ0358'NORTHWEST CORNER OF RAILROAD BRIDGE NUMBER 812.64, 22.1 METERS (72.5
 MQ0358'FT) NORTH OF THE NEAR RAIL, 6.6 METERS (21.7 FT) SOUTH OF THE CENTER
 MQ0358'OF A DIRT ROAD, AND 1.1 METERS (3.6 FT) SOUTH OF A UTILITY POLE.
 MQ0358'NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0358'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MQ0358'THE MARK IS 2.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0477 ***********************************************************************
 MP0477  DESIGNATION -  W 341
 MP0477  PID         -  MP0477
 MP0477  STATE/COUNTY-  WY/CARBON
 MP0477  USGS QUAD   -  WALCOTT (1982)
 MP0477
 MP0477                         *CURRENT SURVEY CONTROL
 MP0477  ___________________________________________________________________
 MP0477* NAD 83(1986)-  41 45 33.     (N)    106 52 28.     (W)     SCALED    
 MP0477* NAVD 88     -      2012.903  (meters)    6604.00   (feet)  ADJUSTED  
 MP0477  ___________________________________________________________________
 MP0477  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 MP0477  DYNAMIC HT  -        2011.172 (meters)    6598.32  (feet)  COMP
 MP0477  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 MP0477
 MP0477  VERT ORDER  -  FIRST     CLASS II
 MP0477
 MP0477.The horizontal coordinates were scaled from a topographic map and have
 MP0477.an estimated accuracy of +/- 6 seconds.
 MP0477
 MP0477.The orthometric height was determined by differential leveling
 MP0477.and adjusted by the National Geodetic Survey in June 1991..
 MP0477
 MP0477.The geoid height was determined by GEOID03.
 MP0477
 MP0477.The dynamic height is computed by dividing the NAVD 88
 MP0477.geopotential number by the normal gravity value computed on the
 MP0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0477.degrees latitude (g = 980.6199 gals.).
 MP0477
 MP0477.The modeled gravity was interpolated from observed gravity values.
 MP0477
 MP0477;                    North         East    Units  Estimated Accuracy
 MP0477;SPC WYEC     -   239,930.      438,160.      MT  (+/- 180 meters Scaled)
 MP0477
 MP0477                          SUPERSEDED SURVEY CONTROL
 MP0477
 MP0477  NGVD 29 (06/08/92) 2011.727  (m)         6600.14   (f) ADJUSTED    1 2
 MP0477
 MP0477.Superseded values are not recommended for survey control.
 MP0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0477.See file dsdata.txt to determine how the superseded data were derived.
 MP0477
 MP0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG441247(NAD 83)
 MP0477_MARKER: DB = BENCH MARK DISK
 MP0477_SETTING: 66 = SET IN ROCK OUTCROP
 MP0477_SP_SET: ROCK OUTCROP
 MP0477_STAMPING: W 341 1983
 MP0477_MARK LOGO: NGS   
 MP0477_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0477+STABILITY: POSITION/ELEVATION WELL
 MP0477
 MP0477  HISTORY     - Date     Condition        Report By
 MP0477  HISTORY     - 1983     MONUMENTED       NGS
 MP0477
 MP0477                          STATION DESCRIPTION
 MP0477
 MP0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0477'1.5 KM (0.95 MI) WEST FROM WALCOTT.
 MP0477'1.5 KM (0.95 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0477'STATION IN WALCOTT, 0.8 KM (0.5 MI) EAST OF MILEPOST 664, 2.0 METERS
 MP0477'(6.6 FT) WEST OF THE EAST END OF A 50 BY 100 FT ROCK OUTCROP IN A
 MP0477'RAILROAD CUT, 94.9 METERS (311.4 FT) EAST OF THE EAST END OF RAILROAD
 MP0477'BRIDGE NUMBER 663.54, 2.1 METERS (6.9 FT) SOUTH OF THE NEAR RAIL, AND
 MP0477'1.0 METERS (3.3 FT) SOUTH OF A RAILROAD SAFETY FENCE.
 MP0477'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MP0477'THE MARK IS 1.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0381 ***********************************************************************
 MQ0381  DESIGNATION -  W 342
 MQ0381  PID         -  MQ0381
 MQ0381  STATE/COUNTY-  WY/SWEETWATER
 MQ0381  USGS QUAD   -  BITTER CREEK (1968)
 MQ0381
 MQ0381                         *CURRENT SURVEY CONTROL
 MQ0381  ___________________________________________________________________
 MQ0381* NAD 83(1986)-  41 30 48.     (N)    108 37 22.     (W)     SCALED    
 MQ0381* NAVD 88     -      2029.506  (meters)    6658.47   (feet)  ADJUSTED  
 MQ0381  ___________________________________________________________________
 MQ0381  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 MQ0381  DYNAMIC HT  -        2027.729 (meters)    6652.64  (feet)  COMP
 MQ0381  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 MQ0381
 MQ0381  VERT ORDER  -  FIRST     CLASS II
 MQ0381
 MQ0381.The horizontal coordinates were scaled from a topographic map and have
 MQ0381.an estimated accuracy of +/- 6 seconds.
 MQ0381
 MQ0381.The orthometric height was determined by differential leveling
 MQ0381.and adjusted by the National Geodetic Survey in June 1991..
 MQ0381
 MQ0381.The geoid height was determined by GEOID03.
 MQ0381
 MQ0381.The dynamic height is computed by dividing the NAVD 88
 MQ0381.geopotential number by the normal gravity value computed on the
 MQ0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0381.degrees latitude (g = 980.6199 gals.).
 MQ0381
 MQ0381.The modeled gravity was interpolated from observed gravity values.
 MQ0381
 MQ0381;                    North         East    Units  Estimated Accuracy
 MQ0381;SPC WYWC     -   112,540.      610,620.      MT  (+/- 180 meters Scaled)
 MQ0381
 MQ0381                          SUPERSEDED SURVEY CONTROL
 MQ0381
 MQ0381  NGVD 29 (06/08/92) 2028.228  (m)         6654.28   (f) ADJUSTED    1 2
 MQ0381
 MQ0381.Superseded values are not recommended for survey control.
 MQ0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0381.See file dsdata.txt to determine how the superseded data were derived.
 MQ0381
 MQ0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL983984(NAD 83)
 MQ0381_MARKER: I = METAL ROD
 MQ0381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0381_SP_SET: STAINLESS STEEL ROD
 MQ0381_STAMPING: W 342 1983
 MQ0381_MARK LOGO: NGS   
 MQ0381_PROJECTION: FLUSH
 MQ0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0381_ROD/PIPE-DEPTH: 14.6 meters
 MQ0381
 MQ0381  HISTORY     - Date     Condition        Report By
 MQ0381  HISTORY     - 1983     MONUMENTED       NGS
 MQ0381
 MQ0381                          STATION DESCRIPTION
 MQ0381
 MQ0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0381'7.4 KM (4.6 MI) SW FROM BITTER CREEK.
 MQ0381'7.4 KM (4.6 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0381'THE STATION IN BITTER CREEK, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST
 MQ0381'761, 25.9 METERS (85.0 FT) SOUTH OF THE NEAR RAIL, 14.4 METERS (47.2
 MQ0381'FT) NORTH OF A FENCE, 5.4 METERS (17.7 FT) NORTH OF THE CENTER OF A
 MQ0381'TRACK ROAD, AND 1.2 METERS (3.9 FT) EAST OF A UTILITY POLE.
 MQ0381'NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0381'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MQ0381'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0966 ***********************************************************************
 MO0966  DESIGNATION -  W 343
 MO0966  PID         -  MO0966
 MO0966  STATE/COUNTY-  WY/ALBANY
 MO0966  USGS QUAD   -  LARAMIE (1978)
 MO0966
 MO0966                         *CURRENT SURVEY CONTROL
 MO0966  ___________________________________________________________________
 MO0966* NAD 83(1986)-  41 16 43.     (N)    105 30 57.     (W)     SCALED    
 MO0966* NAVD 88     -      2295.608  (meters)    7531.51   (feet)  ADJUSTED  
 MO0966  ___________________________________________________________________
 MO0966  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 MO0966  DYNAMIC HT  -        2293.581 (meters)    7524.86  (feet)  COMP
 MO0966  MODELED GRAV-     979,656.5   (mgal)                       NAVD 88
 MO0966
 MO0966  VERT ORDER  -  FIRST     CLASS II
 MO0966
 MO0966.The horizontal coordinates were scaled from a topographic map and have
 MO0966.an estimated accuracy of +/- 6 seconds.
 MO0966
 MO0966.The orthometric height was determined by differential leveling
 MO0966.and adjusted by the National Geodetic Survey in June 1991..
 MO0966
 MO0966.The geoid height was determined by GEOID03.
 MO0966
 MO0966.The dynamic height is computed by dividing the NAVD 88
 MO0966.geopotential number by the normal gravity value computed on the
 MO0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0966.degrees latitude (g = 980.6199 gals.).
 MO0966
 MO0966.The modeled gravity was interpolated from observed gravity values.
 MO0966
 MO0966;                    North         East    Units  Estimated Accuracy
 MO0966;SPC WY E     -    86,520.      170,750.      MT  (+/- 180 meters Scaled)
 MO0966
 MO0966                          SUPERSEDED SURVEY CONTROL
 MO0966
 MO0966  NGVD 29 (06/08/92) 2294.530  (m)         7527.97   (f) ADJUSTED    1 2
 MO0966
 MO0966.Superseded values are not recommended for survey control.
 MO0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0966.See file dsdata.txt to determine how the superseded data were derived.
 MO0966
 MO0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF568698(NAD 83)
 MO0966_MARKER: DB = BENCH MARK DISK
 MO0966_SETTING: 66 = SET IN ROCK OUTCROP
 MO0966_SP_SET: ROCK OUTCROP
 MO0966_STAMPING: W 343 1983
 MO0966_MARK LOGO: NGS   
 MO0966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0966+STABILITY: POSITION/ELEVATION WELL
 MO0966
 MO0966  HISTORY     - Date     Condition        Report By
 MO0966  HISTORY     - 1983     MONUMENTED       NGS
 MO0966  HISTORY     - 1983     GOOD             NGS
 MO0966
 MO0966                          STATION DESCRIPTION
 MO0966
 MO0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0966'8.8 KM (5.45 MI) SE FROM LARAMIE.
 MO0966'0.3 KM (0.2 MI) NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0966'STATION IN LARAMIE, THENCE 6.7 KM (4.15 MI) EASTERLY ALONG GRAND
 MO0966'AVENUE, THENCE 1.8 KM (1.1 MI) SOUTHEAST ALONG INTERSTATE HIGHWAY 80,
 MO0966'IN THE CENTER OF AND 10.7 METERS (35.1 FT) SOUTHWEST OF THE NORTHEAST
 MO0966'END OF A 35- BY 40-FT EXPOSED AREA OF OUTCROPPING BEDROCK, 47.8 METERS
 MO0966'(156.8 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 MO0966'HIGHWAY, AND 22.5 METERS (73.8 FT) SOUTHWEST OF A RIGHT-OF-WAY FENCE.
 MO0966'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 MO0966'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 MO0966
 MO0966                          STATION RECOVERY (1983)
 MO0966
 MO0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0943 ***********************************************************************
 MO0943  DESIGNATION -  W 344
 MO0943  PID         -  MO0943
 MO0943  STATE/COUNTY-  WY/LARAMIE
 MO0943  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0943
 MO0943                         *CURRENT SURVEY CONTROL
 MO0943  ___________________________________________________________________
 MO0943* NAD 83(1986)-  41 07 08.     (N)    104 48 17.     (W)     SCALED    
 MO0943* NAVD 88     -      1857.708  (meters)    6094.83   (feet)  ADJUSTED  
 MO0943  ___________________________________________________________________
 MO0943  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 MO0943  DYNAMIC HT  -        1856.092 (meters)    6089.53  (feet)  COMP
 MO0943  MODELED GRAV-     979,687.9   (mgal)                       NAVD 88
 MO0943
 MO0943  VERT ORDER  -  FIRST     CLASS II
 MO0943
 MO0943.The horizontal coordinates were scaled from a topographic map and have
 MO0943.an estimated accuracy of +/- 6 seconds.
 MO0943
 MO0943.The orthometric height was determined by differential leveling
 MO0943.and adjusted by the National Geodetic Survey in June 1991..
 MO0943
 MO0943.The geoid height was determined by GEOID03.
 MO0943
 MO0943.The dynamic height is computed by dividing the NAVD 88
 MO0943.geopotential number by the normal gravity value computed on the
 MO0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0943.degrees latitude (g = 980.6199 gals.).
 MO0943
 MO0943.The modeled gravity was interpolated from observed gravity values.
 MO0943
 MO0943;                    North         East    Units  Estimated Accuracy
 MO0943;SPC WY E     -    68,790.      230,400.      MT  (+/- 180 meters Scaled)
 MO0943
 MO0943                          SUPERSEDED SURVEY CONTROL
 MO0943
 MO0943  NGVD 29 (06/08/92) 1856.695  (m)         6091.51   (f) ADJUSTED    1 2
 MO0943
 MO0943.Superseded values are not recommended for survey control.
 MO0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0943.See file dsdata.txt to determine how the superseded data were derived.
 MO0943
 MO0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF163519(NAD 83)
 MO0943_MARKER: DB = BENCH MARK DISK
 MO0943_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0943_SP_SET: PIER
 MO0943_STAMPING: W 344 1983
 MO0943_MARK LOGO: NGS   
 MO0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0943+STABILITY: POSITION/ELEVATION WELL
 MO0943
 MO0943  HISTORY     - Date     Condition        Report By
 MO0943  HISTORY     - 1983     MONUMENTED       NGS
 MO0943
 MO0943                          STATION DESCRIPTION
 MO0943
 MO0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0943'IN CHEYENNE.
 MO0943'IN CHEYENNE, AT THE JUNCTION OF INTERSTATE HIGHWAY 80 AND U.S. HIGHWAY
 MO0943'85, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY ONE OF TWO
 MO0943'PIERS OF THE INTERSTATE HIGHWAY OVERPASS OF U.S. HIGHWAY 85, 7.9
 MO0943'METERS (25.9 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 MO0943'U.S. HIGHWAY 85, AND 4.2 METERS (13.8 FT) SOUTH OF THE CENTERLINE OF
 MO0943'THE EAST BOUND LANES OF THE INTERSTATE HIGHWAY.
 MO0943'THE MARK IS 1.3 M ABOVE THE U.S. HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0419 ***********************************************************************
 MQ0419  DESIGNATION -  W 345
 MQ0419  PID         -  MQ0419
 MQ0419  STATE/COUNTY-  WY/SWEETWATER
 MQ0419  USGS QUAD   -  DEVILS PLAYGROUND (1987)
 MQ0419
 MQ0419                         *CURRENT SURVEY CONTROL
 MQ0419  ___________________________________________________________________
 MQ0419* NAD 83(1986)-  41 13 06.     (N)    109 38 11.     (W)     SCALED    
 MQ0419* NAVD 88     -      1900.476  (meters)    6235.15   (feet)  ADJUSTED  
 MQ0419  ___________________________________________________________________
 MQ0419  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 MQ0419  DYNAMIC HT  -        1898.787 (meters)    6229.60  (feet)  COMP
 MQ0419  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 MQ0419
 MQ0419  VERT ORDER  -  FIRST     CLASS II
 MQ0419
 MQ0419.The horizontal coordinates were scaled from a topographic map and have
 MQ0419.an estimated accuracy of +/- 6 seconds.
 MQ0419
 MQ0419.The orthometric height was determined by differential leveling
 MQ0419.and adjusted by the National Geodetic Survey in June 1991..
 MQ0419
 MQ0419.The geoid height was determined by GEOID03.
 MQ0419
 MQ0419.The dynamic height is computed by dividing the NAVD 88
 MQ0419.geopotential number by the normal gravity value computed on the
 MQ0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0419.degrees latitude (g = 980.6199 gals.).
 MQ0419
 MQ0419.The modeled gravity was interpolated from observed gravity values.
 MQ0419
 MQ0419;                    North         East    Units  Estimated Accuracy
 MQ0419;SPC WYWC     -    80,150.      525,670.      MT  (+/- 180 meters Scaled)
 MQ0419
 MQ0419                          SUPERSEDED SURVEY CONTROL
 MQ0419
 MQ0419.No superseded survey control is available for this station.
 MQ0419
 MQ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL143638(NAD 83)
 MQ0419_MARKER: I = METAL ROD
 MQ0419_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MQ0419+WITH SETTING: INFORMATION.
 MQ0419_SP_SET: SHALLOW-SET METAL ROD
 MQ0419_STAMPING: W 345 1984
 MQ0419_MARK LOGO: NGS   
 MQ0419_PROJECTION: FLUSH
 MQ0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0419_ROD/PIPE-DEPTH: 1.9  meters
 MQ0419
 MQ0419  HISTORY     - Date     Condition        Report By
 MQ0419  HISTORY     - 1984     MONUMENTED       NGS
 MQ0419
 MQ0419                          STATION DESCRIPTION
 MQ0419
 MQ0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0419'32.0 KM (19.9 MI) NE FROM MANILA UT.
 MQ0419'32.0 KM (19.9 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM
 MQ0419'THERE JUNCTION WITH STATE HIGHWAY 44 IN MANILA, 1.1 KM (0.7 MI) NORTH
 MQ0419'OF A DIRT CROSSROAD, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 27, 98.5 M
 MQ0419'(323.2 FT) NORTHWEST OF THE WEST END OF A 24-INCH CONCRETE PIPE
 MQ0419'CULVERT, 68.6 M (225.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 20.0
 MQ0419'M (65.6 FT) WEST OF THE CENTER OF A SMALL DRY WASH, AND 15.8 M
 MQ0419'(51.8 FT) EAST OF THE CENTER OF A SMALL DRY WASH.  NOTE=THE DATUM
 MQ0419'POINT IS STAMPED W 385 1984.  REFUSAL WAS REACHED AT 6.0 FT.  ACCESS
 MQ0419'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0419'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 MQ0419'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9031 ***********************************************************************
 AD9031  DESIGNATION -  W 346
 AD9031  PID         -  AD9031
 AD9031  STATE/COUNTY-  WY/CROOK
 AD9031  USGS QUAD   -  KRUGER LAKE (1984)
 AD9031
 AD9031                         *CURRENT SURVEY CONTROL
 AD9031  ___________________________________________________________________
 AD9031* NAD 83(1986)-  44 51 43.     (N)    104 08 20.     (W)     SCALED    
 AD9031* NAVD 88     -      1042.503  (meters)    3420.28   (feet)  ADJUSTED  
 AD9031  ___________________________________________________________________
 AD9031  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 AD9031  DYNAMIC HT  -        1042.235 (meters)    3419.40  (feet)  COMP
 AD9031  MODELED GRAV-     980,324.0   (mgal)                       NAVD 88
 AD9031
 AD9031  VERT ORDER  -  FIRST     CLASS II
 AD9031
 AD9031.The horizontal coordinates were scaled from a topographic map and have
 AD9031.an estimated accuracy of +/- 6 seconds.
 AD9031
 AD9031.The orthometric height was determined by differential leveling
 AD9031.and adjusted by the National Geodetic Survey in July 1998..
 AD9031
 AD9031.The geoid height was determined by GEOID03.
 AD9031
 AD9031.The dynamic height is computed by dividing the NAVD 88
 AD9031.geopotential number by the normal gravity value computed on the
 AD9031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9031.degrees latitude (g = 980.6199 gals.).
 AD9031
 AD9031.The modeled gravity was interpolated from observed gravity values.
 AD9031
 AD9031;                    North         East    Units  Estimated Accuracy
 AD9031;SPC WY E     -   485,040.      281,230.      MT  (+/- 180 meters Scaled)
 AD9031
 AD9031                          SUPERSEDED SURVEY CONTROL
 AD9031
 AD9031.No superseded survey control is available for this station.
 AD9031
 AD9031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK680679(NAD 83)
 AD9031_MARKER: I = METAL ROD
 AD9031_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9031_STAMPING: W 346 1995
 AD9031_MARK LOGO: NGS   
 AD9031_PROJECTION: FLUSH
 AD9031_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9031+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9031_ROD/PIPE-DEPTH: 3.1  meters
 AD9031_SLEEVE-DEPTH  : 0.9 meters
 AD9031
 AD9031  HISTORY     - Date     Condition        Report By
 AD9031  HISTORY     - 1995     MONUMENTED       NGS
 AD9031
 AD9031                          STATION DESCRIPTION
 AD9031
 AD9031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9031'28.9 KM (17.95 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9031'JUNCTION OF STATE HIGHWAY 323 IN ALZADA, MONTANA, 29.5 M (96.8 FT)
 AD9031'NORTHEAST OF THE HIGHWAY CENTERLINE, 4.3 M (14.1 FT) SOUTHEAST OF A
 AD9031'FENCE CORNER, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.7 M
 AD9031'(2.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AD9031'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AD9031'MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE ROD WAS DRIVEN TO
 AD9031'REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0169 ***********************************************************************
 PV0169  DESIGNATION -  W 35
 PV0169  PID         -  PV0169
 PV0169  STATE/COUNTY-  WY/CAMPBELL
 PV0169  USGS QUAD   -  WESTON (1972)
 PV0169
 PV0169                         *CURRENT SURVEY CONTROL
 PV0169  ___________________________________________________________________
 PV0169* NAD 83(1986)-  44 38 12.     (N)    105 20 23.     (W)     SCALED    
 PV0169* NAVD 88     -      1151.344  (meters)    3777.37   (feet)  ADJUSTED  
 PV0169  ___________________________________________________________________
 PV0169  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 PV0169  DYNAMIC HT  -        1150.948 (meters)    3776.07  (feet)  COMP
 PV0169  MODELED GRAV-     980,234.4   (mgal)                       NAVD 88
 PV0169
 PV0169  VERT ORDER  -  FIRST     CLASS II
 PV0169
 PV0169.The horizontal coordinates were scaled from a topographic map and have
 PV0169.an estimated accuracy of +/- 6 seconds.
 PV0169
 PV0169.The orthometric height was determined by differential leveling
 PV0169.and adjusted by the National Geodetic Survey in June 1991..
 PV0169
 PV0169.The geoid height was determined by GEOID03.
 PV0169
 PV0169.The dynamic height is computed by dividing the NAVD 88
 PV0169.geopotential number by the normal gravity value computed on the
 PV0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0169.degrees latitude (g = 980.6199 gals.).
 PV0169
 PV0169.The modeled gravity was interpolated from observed gravity values.
 PV0169
 PV0169;                    North         East    Units  Estimated Accuracy
 PV0169;SPC WY E     -   459,510.      186,270.      MT  (+/- 180 meters Scaled)
 PV0169
 PV0169                          SUPERSEDED SURVEY CONTROL
 PV0169
 PV0169  NGVD 29 (??/??/92) 1150.685  (m)         3775.21   (f) ADJ UNCH    1 2
 PV0169
 PV0169.Superseded values are not recommended for survey control.
 PV0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0169.See file dsdata.txt to determine how the superseded data were derived.
 PV0169
 PV0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK730426(NAD 83)
 PV0169_MARKER: DB = BENCH MARK DISK
 PV0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0169_STAMPING: W 35 1933
 PV0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0169+STABILITY: SURFACE MOTION
 PV0169
 PV0169  HISTORY     - Date     Condition        Report By
 PV0169  HISTORY     - 1933     MONUMENTED       CGS
 PV0169  HISTORY     - 1972     MARK NOT FOUND   USGS
 PV0169  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0169
 PV0169                          STATION DESCRIPTION
 PV0169
 PV0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PV0169'27.8 MI N FROM GILLETTE.
 PV0169'27.8 MILES NORTH ALONG THE GILLETTE-BROADUS ROAD FROM THE
 PV0169'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT GILLETTE,
 PV0169'CAMPBELL COUNTY, AT THE JUNCTION OF THE ROAD LEADING EAST TO
 PV0169'ROCKYPOINT, 86 FEET NORTH OF THE CENTER LINE OF THE ROCKYPOINT
 PV0169'ROAD, AND 45 FEET EAST OF THE CENTER LINE OF THE
 PV0169'GILLETTE-BROADUS ROAD.  A STANDARD DISK, STAMPED W 35 1933 AND
 PV0169'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 PV0169'GROUND.
 PV0169
 PV0169                          STATION RECOVERY (1972)
 PV0169
 PV0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PV0169'MARK NOT FOUND.
 PV0169
 PV0169                          STATION RECOVERY (1985)
 PV0169
 PV0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0169'NOT RECOVERED.  AREA DESCRIBED HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0421 ***********************************************************************
 PV0421  DESIGNATION -  W 353
 PV0421  PID         -  PV0421
 PV0421  STATE/COUNTY-  WY/CROOK
 PV0421  USGS QUAD   -  MOORCROFT (1984)
 PV0421
 PV0421                         *CURRENT SURVEY CONTROL
 PV0421  ___________________________________________________________________
 PV0421* NAD 83(1986)-  44 15 14.     (N)    104 56 08.     (W)     SCALED    
 PV0421* NAVD 88     -      1303.625  (meters)    4276.98   (feet)  ADJUSTED  
 PV0421  ___________________________________________________________________
 PV0421  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 PV0421  DYNAMIC HT  -        1303.097 (meters)    4275.24  (feet)  COMP
 PV0421  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 PV0421
 PV0421  VERT ORDER  -  FIRST     CLASS II
 PV0421
 PV0421.The horizontal coordinates were scaled from a topographic map and have
 PV0421.an estimated accuracy of +/- 6 seconds.
 PV0421
 PV0421.The orthometric height was determined by differential leveling
 PV0421.and adjusted by the National Geodetic Survey in June 1991..
 PV0421
 PV0421.The geoid height was determined by GEOID03.
 PV0421
 PV0421.The dynamic height is computed by dividing the NAVD 88
 PV0421.geopotential number by the normal gravity value computed on the
 PV0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0421.degrees latitude (g = 980.6199 gals.).
 PV0421
 PV0421.The modeled gravity was interpolated from observed gravity values.
 PV0421
 PV0421;                    North         East    Units  Estimated Accuracy
 PV0421;SPC WY E     -   416,980.      218,460.      MT  (+/- 180 meters Scaled)
 PV0421
 PV0421                          SUPERSEDED SURVEY CONTROL
 PV0421
 PV0421.No superseded survey control is available for this station.
 PV0421
 PV0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK051000(NAD 83)
 PV0421_MARKER: I = METAL ROD
 PV0421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0421_SP_SET: STAINLESS STEEL ROD
 PV0421_STAMPING: W 353 1985
 PV0421_MARK LOGO: NGS   
 PV0421_PROJECTION: FLUSH
 PV0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0421+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0421_ROD/PIPE-DEPTH: 9.7  meters
 PV0421
 PV0421  HISTORY     - Date     Condition        Report By
 PV0421  HISTORY     - 1985     MONUMENTED       NGS
 PV0421  HISTORY     - 19910828 GOOD             NGS
 PV0421
 PV0421                          STATION DESCRIPTION
 PV0421
 PV0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0421'1.7 KM (1.05 MI) SE FROM MOORCROFT.
 PV0421'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 PV0421'1.75 KM (1.1 MI) SOUTHEAST ALONG US HIGHWAY 16 FROM THE JUNCTION OF US
 PV0421'HIGHWAY 14 AT MOORCROFT, AT THE SOUTHEAST END OF A LONG CUT, 0.1 KM
 PV0421'(0.05 MI) NORTHWEST OF MILEPOST 1, 30.0 METERS (98.5 FT) NORTHEAST OF
 PV0421'THE HIGHWAY CENTERLINE, 0.5 METER (1.5 FT) SOUTH OF THE SOUTH FENCE
 PV0421'CORNER FOR AN OFFSET IN A RIGHT-OF-WAY FENCE AND 0.5 METER (1.5 FT)
 PV0421'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 PV0421'HAD THROUGH A 5-INCH LOGO CAP.
 PV0421'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 PV0421
 PV0421                          STATION RECOVERY (1991)
 PV0421
 PV0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0421'1.7 KM (1.05 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 16 FROM THE
 PV0421'INTERSECTION OF U.S. HIGHWAY 14 IN MOORCROFT, AT THE SOUTHEAST END
 PV0421'OF A HIGHWAY CUT, 110.0 M (360.9 FT) NORTHWEST OF A DRY WASH, 29.9 M
 PV0421'(98.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.5 M (1.6 FT)
 PV0421'NORTH OF A WITNESS POST, 0.4 M (1.3 FT) SOUTH OF A FENCE CORNER, AND
 PV0421'0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--THE ROD DEPTH
 PV0421'IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0365 ***********************************************************************
 PV0365  DESIGNATION -  W 354
 PV0365  PID         -  PV0365
 PV0365  STATE/COUNTY-  WY/CAMPBELL
 PV0365  USGS QUAD   -  PLEASANTDALE (1971)
 PV0365
 PV0365                         *CURRENT SURVEY CONTROL
 PV0365  ___________________________________________________________________
 PV0365* NAD 83(1986)-  44 01 31.     (N)    105 43 17.     (W)     SCALED    
 PV0365* NAVD 88     -      1522.498  (meters)    4995.06   (feet)  ADJUSTED  
 PV0365  ___________________________________________________________________
 PV0365  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 PV0365  DYNAMIC HT  -        1521.754 (meters)    4992.62  (feet)  COMP
 PV0365  MODELED GRAV-     980,076.1   (mgal)                       NAVD 88
 PV0365
 PV0365  VERT ORDER  -  FIRST     CLASS II
 PV0365
 PV0365.The horizontal coordinates were scaled from a topographic map and have
 PV0365.an estimated accuracy of +/- 6 seconds.
 PV0365
 PV0365.The orthometric height was determined by differential leveling
 PV0365.and adjusted by the National Geodetic Survey in June 1991..
 PV0365
 PV0365.The geoid height was determined by GEOID03.
 PV0365
 PV0365.The dynamic height is computed by dividing the NAVD 88
 PV0365.geopotential number by the normal gravity value computed on the
 PV0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0365.degrees latitude (g = 980.6199 gals.).
 PV0365
 PV0365.The modeled gravity was interpolated from observed gravity values.
 PV0365
 PV0365;                    North         East    Units  Estimated Accuracy
 PV0365;SPC WY E     -   391,710.      155,530.      MT  (+/- 180 meters Scaled)
 PV0365
 PV0365                          SUPERSEDED SURVEY CONTROL
 PV0365
 PV0365  NGVD 29 (06/08/92) 1521.726  (m)         4992.53   (f) ADJUSTED    1 2
 PV0365
 PV0365.Superseded values are not recommended for survey control.
 PV0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0365.See file dsdata.txt to determine how the superseded data were derived.
 PV0365
 PV0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ421749(NAD 83)
 PV0365_MARKER: I = METAL ROD
 PV0365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0365_SP_SET: STAINLESS STEEL ROD
 PV0365_STAMPING: W 354 1985
 PV0365_MARK LOGO: NGS   
 PV0365_PROJECTION: FLUSH
 PV0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0365_ROD/PIPE-DEPTH: 6.4  meters
 PV0365
 PV0365  HISTORY     - Date     Condition        Report By
 PV0365  HISTORY     - 1985     MONUMENTED       NGS
 PV0365
 PV0365                          STATION DESCRIPTION
 PV0365
 PV0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0365'18.7 KM (11.6 MI) NORTH FROM SAVAGETON.
 PV0365'18.7 KM (11.6 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 PV0365'SAVAGETON ROAD AT SAVAGETON, IN THE CENTER OF A DOUBLE WOODEN POST
 PV0365'BRACE IN THE RIGHT OF WAY FENCE, 0.48 KM (0.30 MI) NORTH OF MILEPOST
 PV0365'24, 29.6 METERS (97 FT) EAST OF THE HIGHWAY CENTERLINE, 27.1 METERS
 PV0365'(89 FT) SOUTHEAST OF THE EAST END OF A 48-INCH PIPE CULVERT,
 PV0365'6.1 METERS (20 FT) SOUTH-SOUTHWEST OF A GUY WIRED POWER POLE, 2.0
 PV0365'METERS (6.5 FT) SOUTH OF A STATE HIGHWAY REFERENCE MARK 4992.99 AND
 PV0365'0.5 METER (1.5 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 PV0365'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0365'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 PV0365'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0402 ***********************************************************************
 PV0402  DESIGNATION -  W 355
 PV0402  PID         -  PV0402
 PV0402  STATE/COUNTY-  WY/CAMPBELL
 PV0402  USGS QUAD   -  GILLETTE WEST (1971)
 PV0402
 PV0402                         *CURRENT SURVEY CONTROL
 PV0402  ___________________________________________________________________
 PV0402* NAD 83(1986)-  44 17 51.     (N)    105 31 45.     (W)     SCALED    
 PV0402* NAVD 88     -      1393.575  (meters)    4572.09   (feet)  ADJUSTED  
 PV0402  ___________________________________________________________________
 PV0402  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 PV0402  DYNAMIC HT  -        1393.002 (meters)    4570.21  (feet)  COMP
 PV0402  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 PV0402
 PV0402  VERT ORDER  -  FIRST     CLASS II
 PV0402
 PV0402.The horizontal coordinates were scaled from a topographic map and have
 PV0402.an estimated accuracy of +/- 6 seconds.
 PV0402
 PV0402.The orthometric height was determined by differential leveling
 PV0402.and adjusted by the National Geodetic Survey in June 1991..
 PV0402
 PV0402.The geoid height was determined by GEOID03.
 PV0402
 PV0402.The dynamic height is computed by dividing the NAVD 88
 PV0402.geopotential number by the normal gravity value computed on the
 PV0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0402.degrees latitude (g = 980.6199 gals.).
 PV0402
 PV0402.The modeled gravity was interpolated from observed gravity values.
 PV0402
 PV0402;                    North         East    Units  Estimated Accuracy
 PV0402;SPC WY E     -   421,870.      171,070.      MT  (+/- 180 meters Scaled)
 PV0402
 PV0402                          SUPERSEDED SURVEY CONTROL
 PV0402
 PV0402.No superseded survey control is available for this station.
 PV0402
 PV0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK577050(NAD 83)
 PV0402_MARKER: DB = BENCH MARK DISK
 PV0402_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0402_SP_SET: BRIDGE PIER
 PV0402_STAMPING: W 355 1985
 PV0402_MARK LOGO: NGS   
 PV0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0402
 PV0402  HISTORY     - Date     Condition        Report By
 PV0402  HISTORY     - 1985     MONUMENTED       NGS
 PV0402
 PV0402                          STATION DESCRIPTION
 PV0402
 PV0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0402'2.4 KM (1.5 MI) WEST FROM GILLETTE.
 PV0402'2.35 KM (1.46 MI) WEST ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 PV0402'GILLETTE AVENUE AT GILLETTE, VERTICALLY IN THE CENTER OF THE NORTH
 PV0402'FACE OF THE EAST ONE OF THREE SUPPORT PIERS FOR THE BURLINGTON
 PV0402'NORTHERN RAILROAD BRIDGE, 6.9 METERS (22.5 FT) EAST OF THE CENTER OF
 PV0402'THE NORTH BOUND LANES.
 PV0402'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0281 ***********************************************************************
 OV0281  DESIGNATION -  W 356
 OV0281  PID         -  OV0281
 OV0281  STATE/COUNTY-  WY/NATRONA
 OV0281  USGS QUAD   -  EDGERTON (1984)
 OV0281
 OV0281                         *CURRENT SURVEY CONTROL
 OV0281  ___________________________________________________________________
 OV0281* NAD 83(1986)-  43 29 25.     (N)    106 11 38.     (W)     SCALED    
 OV0281* NAVD 88     -      1565.111  (meters)    5134.87   (feet)  ADJUSTED  
 OV0281  ___________________________________________________________________
 OV0281  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 OV0281  DYNAMIC HT  -        1564.204 (meters)    5131.89  (feet)  COMP
 OV0281  MODELED GRAV-     979,984.8   (mgal)                       NAVD 88
 OV0281
 OV0281  VERT ORDER  -  FIRST     CLASS II
 OV0281
 OV0281.The horizontal coordinates were scaled from a topographic map and have
 OV0281.an estimated accuracy of +/- 6 seconds.
 OV0281
 OV0281.The orthometric height was determined by differential leveling
 OV0281.and adjusted by the National Geodetic Survey in June 1991..
 OV0281
 OV0281.The geoid height was determined by GEOID03.
 OV0281
 OV0281.The dynamic height is computed by dividing the NAVD 88
 OV0281.geopotential number by the normal gravity value computed on the
 OV0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0281.degrees latitude (g = 980.6199 gals.).
 OV0281
 OV0281.The modeled gravity was interpolated from observed gravity values.
 OV0281
 OV0281;                    North         East    Units  Estimated Accuracy
 OV0281;SPC WYEC     -   432,750.      492,160.      MT  (+/- 180 meters Scaled)
 OV0281
 OV0281                          SUPERSEDED SURVEY CONTROL
 OV0281
 OV0281  NGVD 29 (06/08/92) 1564.262  (m)         5132.08   (f) ADJUSTED    1 2
 OV0281
 OV0281.Superseded values are not recommended for survey control.
 OV0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0281.See file dsdata.txt to determine how the superseded data were derived.
 OV0281
 OV0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ034159(NAD 83)
 OV0281_MARKER: I = METAL ROD
 OV0281_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0281_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OV0281_STAMPING: W 356 1985
 OV0281_MARK LOGO: NGS   
 OV0281_PROJECTION: FLUSH
 OV0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0281+STABILITY: POSITION/ELEVATION WELL
 OV0281_ROD/PIPE-DEPTH: 7.6  meters
 OV0281_SLEEVE-DEPTH  : 6.1 meters
 OV0281
 OV0281  HISTORY     - Date     Condition        Report By
 OV0281  HISTORY     - 1985     MONUMENTED       NGS
 OV0281
 OV0281                          STATION DESCRIPTION
 OV0281
 OV0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0281'12.1 KM (7.5 MI) NE FROM MIDWEST.
 OV0281'12.08 KM (7.51 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE JUNCTION
 OV0281'OF STATE HIGHWAY 259 AT MIDWEST, IN THE NORTH CORNER OF THE JUNCTION
 OV0281'OF A GRAVEL ROAD, AT THE SOUTHWEST END OF A LONG TALL CUT, 0.69 KM
 OV0281'(0.43 MI) SOUTHWEST OF THE NATRONA-JOHNSON COUNTY LINE, 0.57 KM (0.35
 OV0281'MI) NORTHEAST OF MILEPOST 107, 47.2 METERS (155 FT) NORTHWEST OF THE
 OV0281'HIGHWAY CENTERLINE, 5.2 METERS (17 FT) NORTHEAST OF THE CENTER OF THE
 OV0281'ROAD, 1.1 METERS (3.5 FT) EAST-NORTHEAST OF THE NORTH END OF A WIRE
 OV0281'GATE IN THE RIGHT OF WAY FENCE AND 0.6 METER (2 FT) SOUTHEAST OF THE
 OV0281'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OV0281'5-INCH LOGO CAP.
 OV0281'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OV0281'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0381 ***********************************************************************
 PV0381  DESIGNATION -  W 357
 PV0381  PID         -  PV0381
 PV0381  STATE/COUNTY-  WY/CAMPBELL
 PV0381  USGS QUAD   -  WESTON (1972)
 PV0381
 PV0381                         *CURRENT SURVEY CONTROL
 PV0381  ___________________________________________________________________
 PV0381* NAD 83(1986)-  44 40 19.     (N)    105 21 01.     (W)     SCALED    
 PV0381* NAVD 88     -      1143.011  (meters)    3750.03   (feet)  ADJUSTED  
 PV0381  ___________________________________________________________________
 PV0381  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 PV0381  DYNAMIC HT  -        1142.628 (meters)    3748.77  (feet)  COMP
 PV0381  MODELED GRAV-     980,243.0   (mgal)                       NAVD 88
 PV0381
 PV0381  VERT ORDER  -  FIRST     CLASS II
 PV0381
 PV0381.The horizontal coordinates were scaled from a topographic map and have
 PV0381.an estimated accuracy of +/- 6 seconds.
 PV0381
 PV0381.The orthometric height was determined by differential leveling
 PV0381.and adjusted by the National Geodetic Survey in June 1991..
 PV0381
 PV0381.The geoid height was determined by GEOID03.
 PV0381
 PV0381.The dynamic height is computed by dividing the NAVD 88
 PV0381.geopotential number by the normal gravity value computed on the
 PV0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0381.degrees latitude (g = 980.6199 gals.).
 PV0381
 PV0381.The modeled gravity was interpolated from observed gravity values.
 PV0381
 PV0381;                    North         East    Units  Estimated Accuracy
 PV0381;SPC WY E     -   463,430.      185,440.      MT  (+/- 180 meters Scaled)
 PV0381
 PV0381                          SUPERSEDED SURVEY CONTROL
 PV0381
 PV0381.No superseded survey control is available for this station.
 PV0381
 PV0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK722465(NAD 83)
 PV0381_MARKER: I = METAL ROD
 PV0381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0381_SP_SET: STAINLESS STEEL ROD
 PV0381_STAMPING: W 357 1985
 PV0381_MARK LOGO: NGS   
 PV0381_PROJECTION: FLUSH
 PV0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0381_ROD/PIPE-DEPTH: 6.1  meters
 PV0381
 PV0381  HISTORY     - Date     Condition        Report By
 PV0381  HISTORY     - 1985     MONUMENTED       NGS
 PV0381
 PV0381                          STATION DESCRIPTION
 PV0381
 PV0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0381'50.7 KM (31.5 MI) SOUTH FROM BIDDLE MONTANA.
 PV0381'50.69 KM (31.50 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0381'SCHOOL AT BIDDLE MONTANA, IN THE CENTER OF A DOUBLE WOODEN POST BRACE
 PV0381'IN THE RIGHT OF WAY FENCE, 0.75 KM (0.47 MI) SOUTH OF MILEPOST 147,
 PV0381'29.6 METERS (97 FT) WEST OF THE HIGHWAY CENTERLINE, 37.5 METERS
 PV0381'(123 FT) NORTHWEST OF A 24-INCH PIPE CULVERT AND 0.3 METER (1 FT) EAST
 PV0381'OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 PV0381'A 5-INCH LOGO CAP.
 PV0381'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 PV0381'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0288 ***********************************************************************
 OV0288  DESIGNATION -  W 358
 OV0288  PID         -  OV0288
 OV0288  STATE/COUNTY-  WY/NATRONA
 OV0288  USGS QUAD   -  EDGERTON (1984)
 OV0288
 OV0288                         *CURRENT SURVEY CONTROL
 OV0288  ___________________________________________________________________
 OV0288* NAD 83(1986)-  43 25 12.     (N)    106 14 34.     (W)     SCALED    
 OV0288* NAVD 88     -      1521.302  (meters)    4991.14   (feet)  ADJUSTED  
 OV0288  ___________________________________________________________________
 OV0288  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 OV0288  DYNAMIC HT  -        1520.459 (meters)    4988.37  (feet)  COMP
 OV0288  MODELED GRAV-     980,011.5   (mgal)                       NAVD 88
 OV0288
 OV0288  VERT ORDER  -  FIRST     CLASS II
 OV0288
 OV0288.The horizontal coordinates were scaled from a topographic map and have
 OV0288.an estimated accuracy of +/- 6 seconds.
 OV0288
 OV0288.The orthometric height was determined by differential leveling
 OV0288.and adjusted by the National Geodetic Survey in June 1991..
 OV0288
 OV0288.The geoid height was determined by GEOID03.
 OV0288
 OV0288.The dynamic height is computed by dividing the NAVD 88
 OV0288.geopotential number by the normal gravity value computed on the
 OV0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0288.degrees latitude (g = 980.6199 gals.).
 OV0288
 OV0288.The modeled gravity was interpolated from observed gravity values.
 OV0288
 OV0288;                    North         East    Units  Estimated Accuracy
 OV0288;SPC WYEC     -   424,890.      488,310.      MT  (+/- 180 meters Scaled)
 OV0288
 OV0288                          SUPERSEDED SURVEY CONTROL
 OV0288
 OV0288  NGVD 29 (06/08/92) 1520.497  (m)         4988.50   (f) ADJUSTED    1 2
 OV0288
 OV0288.Superseded values are not recommended for survey control.
 OV0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0288.See file dsdata.txt to determine how the superseded data were derived.
 OV0288
 OV0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ993082(NAD 83)
 OV0288_MARKER: I = METAL ROD
 OV0288_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0288+WITH SETTING: INFORMATION.
 OV0288_SP_SET: SHALLOW-SET METAL ROD
 OV0288_STAMPING: W 358 1985
 OV0288_MARK LOGO: NGS   
 OV0288_PROJECTION: FLUSH
 OV0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0288_ROD/PIPE-DEPTH: 2.7  meters
 OV0288
 OV0288  HISTORY     - Date     Condition        Report By
 OV0288  HISTORY     - 1985     MONUMENTED       NGS
 OV0288
 OV0288                          STATION DESCRIPTION
 OV0288
 OV0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0288'2.6 KM (1.6 MI) NE FROM MIDWEST.
 OV0288'2.57 KM (1.60 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE JUNCTION
 OV0288'OF STATE HIGHWAY 259 AT MIDWEST, ALSO 0.60 KM (0.37 MI) NORTHEAST OF
 OV0288'THE JUNCTION OF SECOND STREET IN EDGERTON, IN THE NORTHEAST CORNER OF
 OV0288'THE SOUTH ONE OF TWO PAVED DRIVEWAYS LEADING EAST TO THE CHAPMAN
 OV0288'CONTRACTING COMPANY, 0.76 KM (0.47 MI) SOUTH OF MILEPOST 102, 31.1
 OV0288'METERS (102 FT) EAST OF THE HIGHWAY CENTERLINE, 22.1 METERS (72.5 FT)
 OV0288'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL SIDED BUILDING,
 OV0288'4.6 METERS (15 FT) NORTH OF THE CENTER OF THE SOUTH DRIVEWAY, 1.4
 OV0288'METERS (4.5 FT) NORTH-NORTHEAST OF THE NORTH SIDE OF AN IRON GATE AND
 OV0288'0.3 METER (1 FT) EAST OF THE RIGHT OF WAY FENCE.  ROD SET TO 9 FOOT
 OV0288'ANCHORED REFUSAL.
 OV0288'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OV0288'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0326 ***********************************************************************
 PW0326  DESIGNATION -  W 36
 PW0326  PID         -  PW0326
 PW0326  STATE/COUNTY-  WY/WASHAKIE
 PW0326  USGS QUAD   -  WILD HORSE HILL (1967)
 PW0326
 PW0326                         *CURRENT SURVEY CONTROL
 PW0326  ___________________________________________________________________
 PW0326* NAD 83(1986)-  44 00 23.     (N)    107 32 14.     (W)     SCALED    
 PW0326* NAVD 88     -      1408.365  (meters)    4620.61   (feet)  ADJUSTED  
 PW0326  ___________________________________________________________________
 PW0326  GEOID HEIGHT-         -11.42  (meters)                     GEOID03
 PW0326  DYNAMIC HT  -        1407.702 (meters)    4618.44  (feet)  COMP
 PW0326  MODELED GRAV-     980,098.6   (mgal)                       NAVD 88
 PW0326
 PW0326  VERT ORDER  -  FIRST     CLASS II
 PW0326
 PW0326.The horizontal coordinates were scaled from a topographic map and have
 PW0326.an estimated accuracy of +/- 6 seconds.
 PW0326
 PW0326.The orthometric height was determined by differential leveling
 PW0326.and adjusted by the National Geodetic Survey in June 1991..
 PW0326
 PW0326.The geoid height was determined by GEOID03.
 PW0326
 PW0326.The dynamic height is computed by dividing the NAVD 88
 PW0326.geopotential number by the normal gravity value computed on the
 PW0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0326.degrees latitude (g = 980.6199 gals.).
 PW0326
 PW0326.The modeled gravity was interpolated from observed gravity values.
 PW0326
 PW0326;                    North         East    Units  Estimated Accuracy
 PW0326;SPC WYEC     -   489,480.      383,650.      MT  (+/- 180 meters Scaled)
 PW0326
 PW0326                          SUPERSEDED SURVEY CONTROL
 PW0326
 PW0326  NGVD 29 (??/??/92) 1407.578  (m)         4618.03   (f) ADJ UNCH    1 2
 PW0326
 PW0326.Superseded values are not recommended for survey control.
 PW0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0326.See file dsdata.txt to determine how the superseded data were derived.
 PW0326
 PW0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ966757(NAD 83)
 PW0326_MARKER: DB = BENCH MARK DISK
 PW0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0326_STAMPING: W 36 1934
 PW0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0326+STABILITY: SURFACE MOTION
 PW0326
 PW0326  HISTORY     - Date     Condition        Report By
 PW0326  HISTORY     - 1934     MONUMENTED       CGS
 PW0326  HISTORY     - 1966     GOOD             USGS
 PW0326
 PW0326                          STATION DESCRIPTION
 PW0326
 PW0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0326'5.6 MI SW FROM TEN SLEEP.
 PW0326'5.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0326'COUNTY, 1.0 MILE SOUTHWEST OF LITTLE COTTONWOOD CREEK, SOUTHEAST OF
 PW0326'NUMEROUS HILLS, AT A RISING GRADE TO THE SOUTHWEST, 53.8 FEET
 PW0326'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET HIGHER THAN THE
 PW0326'HIGHWAY.  A STANDARD DISK, STAMPED W 36 1934 AND SET IN THE TOP OF A
 PW0326'CONCRETE POST.
 PW0326
 PW0326                          STATION RECOVERY (1966)
 PW0326
 PW0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0315 ***********************************************************************
 OV0315  DESIGNATION -  W 360
 OV0315  PID         -  OV0315
 OV0315  STATE/COUNTY-  WY/NATRONA
 OV0315  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0315
 OV0315                         *CURRENT SURVEY CONTROL
 OV0315  ___________________________________________________________________
 OV0315* NAD 83(1986)-  43 05 40.     (N)    106 20 09.     (W)     SCALED    
 OV0315* NAVD 88     -      1706.642  (meters)    5599.21   (feet)  ADJUSTED  
 OV0315  ___________________________________________________________________
 OV0315  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 OV0315  DYNAMIC HT  -        1705.569 (meters)    5595.69  (feet)  COMP
 OV0315  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 OV0315
 OV0315  VERT ORDER  -  FIRST     CLASS II
 OV0315
 OV0315.The horizontal coordinates were scaled from a topographic map and have
 OV0315.an estimated accuracy of +/- 6 seconds.
 OV0315
 OV0315.The orthometric height was determined by differential leveling
 OV0315.and adjusted by the National Geodetic Survey in June 1991..
 OV0315
 OV0315.The geoid height was determined by GEOID03.
 OV0315
 OV0315.The dynamic height is computed by dividing the NAVD 88
 OV0315.geopotential number by the normal gravity value computed on the
 OV0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0315.degrees latitude (g = 980.6199 gals.).
 OV0315
 OV0315.The modeled gravity was interpolated from observed gravity values.
 OV0315
 OV0315;                    North         East    Units  Estimated Accuracy
 OV0315;SPC WYEC     -   388,630.      481,210.      MT  (+/- 180 meters Scaled)
 OV0315
 OV0315                          SUPERSEDED SURVEY CONTROL
 OV0315
 OV0315  NGVD 29 (06/08/92) 1705.740  (m)         5596.25   (f) ADJUSTED    1 2
 OV0315
 OV0315.Superseded values are not recommended for survey control.
 OV0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0315.See file dsdata.txt to determine how the superseded data were derived.
 OV0315
 OV0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH912721(NAD 83)
 OV0315_MARKER: I = METAL ROD
 OV0315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0315_SP_SET: STAINLESS STEEL ROD
 OV0315_STAMPING: W 360 1985
 OV0315_MARK LOGO: NGS   
 OV0315_PROJECTION: FLUSH
 OV0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0315_ROD/PIPE-DEPTH: 6.7  meters
 OV0315
 OV0315  HISTORY     - Date     Condition        Report By
 OV0315  HISTORY     - 1985     MONUMENTED       NGS
 OV0315  HISTORY     - 19920825 GOOD             USPSQD
 OV0315
 OV0315                          STATION DESCRIPTION
 OV0315
 OV0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0315'27.9 KM (17.35 MI) NORTH FROM CASPER.
 OV0315'5.59 KM (3.37 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 OV0315'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 OV0315'21.97 KM (13.65 MI) NORTH ALONG I 25 SERVICE ROAD, IN THE CENTER OF A
 OV0315'DOUBLE WOODEN POST BRACE IN THE RIGHT OF WAY FENCE, 0.19 KM (0.12 MI)
 OV0315'SOUTH OF THE T JUNCTION OF SANDSTONE ROAD LEADING EAST, 44.8 METERS
 OV0315'(147 FT) EAST OF THE CENTER OF THE ROAD AND 0.3 METER (1 FT) WEST OF
 OV0315'THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 OV0315'5-INCH LOGO CAP.
 OV0315'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OV0315'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 OV0315
 OV0315                          STATION RECOVERY (1992)
 OV0315
 OV0315'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 OV0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0336 ***********************************************************************
 OU0336  DESIGNATION -  W 361
 OU0336  PID         -  OU0336
 OU0336  STATE/COUNTY-  WY/WESTON
 OU0336  USGS QUAD   -  NEWCASTLE (1979)
 OU0336
 OU0336                         *CURRENT SURVEY CONTROL
 OU0336  ___________________________________________________________________
 OU0336* NAD 83(1986)-  43 51 05.     (N)    104 13 23.     (W)     SCALED    
 OU0336* NAVD 88     -      1293.236  (meters)    4242.89   (feet)  ADJUSTED  
 OU0336  ___________________________________________________________________
 OU0336  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 OU0336  DYNAMIC HT  -        1292.663 (meters)    4241.01  (feet)  COMP
 OU0336  MODELED GRAV-     980,130.3   (mgal)                       NAVD 88
 OU0336
 OU0336  VERT ORDER  -  FIRST     CLASS II
 OU0336
 OU0336.The horizontal coordinates were scaled from a topographic map and have
 OU0336.an estimated accuracy of +/- 6 seconds.
 OU0336
 OU0336.The orthometric height was determined by differential leveling
 OU0336.and adjusted by the National Geodetic Survey in June 1991..
 OU0336
 OU0336.The geoid height was determined by GEOID03.
 OU0336
 OU0336.The dynamic height is computed by dividing the NAVD 88
 OU0336.geopotential number by the normal gravity value computed on the
 OU0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0336.degrees latitude (g = 980.6199 gals.).
 OU0336
 OU0336.The modeled gravity was interpolated from observed gravity values.
 OU0336
 OU0336;                    North         East    Units  Estimated Accuracy
 OU0336;SPC WY E     -   372,670.      275,870.      MT  (+/- 180 meters Scaled)
 OU0336
 OU0336                          SUPERSEDED SURVEY CONTROL
 OU0336
 OU0336.No superseded survey control is available for this station.
 OU0336
 OU0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ624556(NAD 83)
 OU0336_MARKER: I = METAL ROD
 OU0336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0336_SP_SET: STAINLESS STEEL ROD
 OU0336_STAMPING: W 361 1985
 OU0336_MARK LOGO: NGS   
 OU0336_PROJECTION: FLUSH
 OU0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0336_ROD/PIPE-DEPTH: 3.3  meters
 OU0336
 OU0336  HISTORY     - Date     Condition        Report By
 OU0336  HISTORY     - 1985     MONUMENTED       NGS
 OU0336
 OU0336                          STATION DESCRIPTION
 OU0336
 OU0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0336'1.7 KM (1.05 MI) WEST FROM NEWCASTLE.
 OU0336'1.75 KM (1.1 MI) WEST ALONG US HIGHWAY 16 (MAIN STREET) FROM THE
 OU0336'COUNTY COURTHOUSE AT NEWCASTLE, IN THE SOUTHWEST CORNER OF A 6- BY
 OU0336'50-FOOT EAST-WEST FLOWER BED BORDERED BY 6-INCH IRON PIPE IN THE SOUTH
 OU0336'END OF DOW PARK, 14.5 METERS (47.5 FT) NORTH OF THE CENTER OF THE WEST
 OU0336'BOUND LANES OF MAIN STREET, 28.3 METERS (93 FT) EAST OF THE EAST CURB
 OU0336'OF 4TH AVENUE AND 6.4 METERS (21 FT) WEST OF A STREET LAMP.
 OU0336'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0336'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0363 ***********************************************************************
 OU0363  DESIGNATION -  W 362
 OU0363  PID         -  OU0363
 OU0363  STATE/COUNTY-  WY/WESTON
 OU0363  USGS QUAD   -  DEWEY (1951)
 OU0363
 OU0363                         *CURRENT SURVEY CONTROL
 OU0363  ___________________________________________________________________
 OU0363* NAD 83(1986)-  43 32 48.     (N)    104 05 34.     (W)     SCALED    
 OU0363* NAVD 88     -      1140.112  (meters)    3740.52   (feet)  ADJUSTED  
 OU0363  ___________________________________________________________________
 OU0363  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 OU0363  DYNAMIC HT  -        1139.643 (meters)    3738.98  (feet)  COMP
 OU0363  MODELED GRAV-     980,167.8   (mgal)                       NAVD 88
 OU0363
 OU0363  VERT ORDER  -  FIRST     CLASS II
 OU0363
 OU0363.The horizontal coordinates were scaled from a topographic map and have
 OU0363.an estimated accuracy of +/- 6 seconds.
 OU0363
 OU0363.The orthometric height was determined by differential leveling
 OU0363.and adjusted by the National Geodetic Survey in June 1991..
 OU0363
 OU0363.The geoid height was determined by GEOID03.
 OU0363
 OU0363.The dynamic height is computed by dividing the NAVD 88
 OU0363.geopotential number by the normal gravity value computed on the
 OU0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0363.degrees latitude (g = 980.6199 gals.).
 OU0363
 OU0363.The modeled gravity was interpolated from observed gravity values.
 OU0363
 OU0363;                    North         East    Units  Estimated Accuracy
 OU0363;SPC WY E     -   338,940.      286,780.      MT  (+/- 180 meters Scaled)
 OU0363
 OU0363                          SUPERSEDED SURVEY CONTROL
 OU0363
 OU0363.No superseded survey control is available for this station.
 OU0363
 OU0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ732219(NAD 83)
 OU0363_MARKER: I = METAL ROD
 OU0363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0363_SP_SET: STAINLESS STEEL ROD
 OU0363_STAMPING: W 362 1985
 OU0363_MARK LOGO: NGS   
 OU0363_PROJECTION: FLUSH
 OU0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OU0363+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2004
 OU0363_ROD/PIPE-DEPTH: 4.5  meters
 OU0363
 OU0363  HISTORY     - Date     Condition        Report By
 OU0363  HISTORY     - 1985     MONUMENTED       NGS
 OU0363  HISTORY     - 20040403 GOOD             INDIV
 OU0363
 OU0363                          STATION DESCRIPTION
 OU0363
 OU0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0363'37.1 KM (23.05 MI) SOUTH FROM NEWCASTLE.
 OU0363'35.8 KM (22.25 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0363'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0363'NEWCASTLE, THENCE 1.35 KM (0.85 MI) EAST ALONG THE DEWEY ROAD, AT A
 OU0363'CATTLE GUARD ACROSS THE ROAD, 11.0 METERS (36 FT) SOUTH OF THE CENTER
 OU0363'OF THE ROAD, 0.9 METER (3 FT) WEST OF A FENCE CORNER AND 0.5 METER
 OU0363'(1.5 FT) NORTH OF A RIGHT-OF-WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 OU0363'IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0363'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OU0363'THE MARK IS 0.6 M BELOW THE ROAD.
 OU0363
 OU0363                          STATION RECOVERY (2004)
 OU0363
 OU0363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CWD)
 OU0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1028 ***********************************************************************
 PY1028  DESIGNATION -  W 365
 PY1028  PID         -  PY1028
 PY1028  STATE/COUNTY-  WY/PARK
 PY1028  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1028
 PY1028                         *CURRENT SURVEY CONTROL
 PY1028  ___________________________________________________________________
 PY1028* NAD 83(1986)-  44 56 57.     (N)    110 28 05.     (W)     SCALED    
 PY1028* NAVD 88     -      2028.281  (meters)    6654.45   (feet)  ADJUSTED  
 PY1028  ___________________________________________________________________
 PY1028  GEOID HEIGHT-          -8.44  (meters)                     GEOID03
 PY1028  DYNAMIC HT  -        2027.157 (meters)    6650.76  (feet)  COMP
 PY1028  MODELED GRAV-     979,990.7   (mgal)                       NAVD 88
 PY1028
 PY1028  VERT ORDER  -  FIRST     CLASS II
 PY1028
 PY1028.The horizontal coordinates were scaled from a topographic map and have
 PY1028.an estimated accuracy of +/- 6 seconds.
 PY1028
 PY1028.The orthometric height was determined by differential leveling
 PY1028.and adjusted by the National Geodetic Survey in June 1991..
 PY1028
 PY1028.The geoid height was determined by GEOID03.
 PY1028
 PY1028.The dynamic height is computed by dividing the NAVD 88
 PY1028.geopotential number by the normal gravity value computed on the
 PY1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1028.degrees latitude (g = 980.6199 gals.).
 PY1028
 PY1028.The modeled gravity was interpolated from observed gravity values.
 PY1028
 PY1028;                    North         East    Units  Estimated Accuracy
 PY1028;SPC WYWC     -   495,650.      464,430.      MT  (+/- 180 meters Scaled)
 PY1028
 PY1028                          SUPERSEDED SURVEY CONTROL
 PY1028
 PY1028  NGVD 29 (08/20/92) 2027.008  (m)         6650.28   (f) ADJUSTED    1 2
 PY1028
 PY1028.Superseded values are not recommended for survey control.
 PY1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1028.See file dsdata.txt to determine how the superseded data were derived.
 PY1028
 PY1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ419774(NAD 83)
 PY1028_MARKER: I = METAL ROD
 PY1028_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1028_SP_SET: STAINLESS STEEL ROD
 PY1028_STAMPING: W 365 1987
 PY1028_MARK LOGO: NGS   
 PY1028_PROJECTION: FLUSH
 PY1028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1028_ROD/PIPE-DEPTH: 3.4  meters
 PY1028
 PY1028  HISTORY     - Date     Condition        Report By
 PY1028  HISTORY     - 1987     MONUMENTED       NGS
 PY1028
 PY1028                          STATION DESCRIPTION
 PY1028
 PY1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1028'7.3 KM (4.55 MI) WEST FROM TOWER JUNCTION.
 PY1028'7.3 KM (4.55 MI) WESTERLY ALONG MAMMOTH HOT SPRINGS HIGHWAY FROM THE
 PY1028'RANGER STATION IN TOWER JUNCTION, 15.1 M (49.5 FT) WEST OF THE CENTER
 PY1028'OF A PAVED PULLOUT ON THE NORTH SIDE OF THE HIGHWAY, AND 9.2 M (30.2
 PY1028'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM
 PY1028'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY1028'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0772 ***********************************************************************
 PY0772  DESIGNATION -  W 366
 PY0772  PID         -  PY0772
 PY0772  STATE/COUNTY-  WY/TETON
 PY0772  USGS QUAD   -  LOWER GEYSER BASIN (1986)
 PY0772
 PY0772                         *CURRENT SURVEY CONTROL
 PY0772  ___________________________________________________________________
 PY0772* NAD 83(1986)-  44 30 23.     (N)    110 49 59.     (W)     SCALED    
 PY0772* NAVD 88     -      2215.059  (meters)    7267.24   (feet)  ADJUSTED  
 PY0772  ___________________________________________________________________
 PY0772  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PY0772  DYNAMIC HT  -        2213.649 (meters)    7262.61  (feet)  COMP
 PY0772  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 PY0772
 PY0772  VERT ORDER  -  FIRST     CLASS II
 PY0772
 PY0772.The horizontal coordinates were scaled from a topographic map and have
 PY0772.an estimated accuracy of +/- 6 seconds.
 PY0772
 PY0772.The orthometric height was determined by differential leveling
 PY0772.and adjusted by the National Geodetic Survey in June 1991..
 PY0772
 PY0772.The geoid height was determined by GEOID03.
 PY0772
 PY0772.The dynamic height is computed by dividing the NAVD 88
 PY0772.geopotential number by the normal gravity value computed on the
 PY0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0772.degrees latitude (g = 980.6199 gals.).
 PY0772
 PY0772.The modeled gravity was interpolated from observed gravity values.
 PY0772
 PY0772;                    North         East    Units  Estimated Accuracy
 PY0772;SPC WY W     -   545,290.      740,390.      MT  (+/- 180 meters Scaled)
 PY0772
 PY0772                          SUPERSEDED SURVEY CONTROL
 PY0772
 PY0772  NGVD 29 (08/20/92) 2213.723  (m)         7262.86   (f) ADJUSTED    1 2
 PY0772
 PY0772.Superseded values are not recommended for survey control.
 PY0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0772.See file dsdata.txt to determine how the superseded data were derived.
 PY0772
 PY0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ132281(NAD 83)
 PY0772_MARKER: I = METAL ROD
 PY0772_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0772_SP_SET: STAINLESS STEEL ROD
 PY0772_STAMPING: W 366 1987
 PY0772_MARK LOGO: NGS   
 PY0772_PROJECTION: FLUSH
 PY0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0772_ROD/PIPE-DEPTH: 5.8  meters
 PY0772
 PY0772  HISTORY     - Date     Condition        Report By
 PY0772  HISTORY     - 1987     MONUMENTED       NGS
 PY0772
 PY0772                          STATION DESCRIPTION
 PY0772
 PY0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0772'19.4 KM (12.05 MI) SOUTH FROM MADISON JUNCTION.
 PY0772'19.4 KM (12.05 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB
 PY0772'HIGHWAY FROM THE JUNCTION OF MADISON JUNCTION-WEST YELLOWSTONE
 PY0772'HIGHWAY IN MADISON JUNCTION, AT A HIGHWAY PULLOUT, 18.7 M (61.4 FT)
 PY0772'EAST OF THE CENTERLINE OF THE HIGHWAY, 9.7 M (31.8 FT) SOUTH OF THE
 PY0772'CENTER OF A TRAIL, AND 8.5 M (27.9 FT) SOUTH OF A SIGN (TRAIL HEAD).
 PY0772'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0772'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0852 ***********************************************************************
 PY0852  DESIGNATION -  W 367
 PY0852  PID         -  PY0852
 PY0852  STATE/COUNTY-  WY/PARK
 PY0852  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0852
 PY0852                         *CURRENT SURVEY CONTROL
 PY0852  ___________________________________________________________________
 PY0852* NAD 83(1986)-  44 38 31.     (N)    110 27 24.     (W)     SCALED    
 PY0852* NAVD 88     -      2352.765  (meters)    7719.03   (feet)  ADJUSTED  
 PY0852  ___________________________________________________________________
 PY0852  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0852  DYNAMIC HT  -        2351.230 (meters)    7713.99  (feet)  COMP
 PY0852  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 PY0852
 PY0852  VERT ORDER  -  FIRST     CLASS II
 PY0852
 PY0852.The horizontal coordinates were scaled from a topographic map and have
 PY0852.an estimated accuracy of +/- 6 seconds.
 PY0852
 PY0852.The orthometric height was determined by differential leveling
 PY0852.and adjusted by the National Geodetic Survey in June 1991..
 PY0852
 PY0852.The geoid height was determined by GEOID03.
 PY0852
 PY0852.The dynamic height is computed by dividing the NAVD 88
 PY0852.geopotential number by the normal gravity value computed on the
 PY0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0852.degrees latitude (g = 980.6199 gals.).
 PY0852
 PY0852.The modeled gravity was interpolated from observed gravity values.
 PY0852
 PY0852;                    North         East    Units  Estimated Accuracy
 PY0852;SPC WYWC     -   461,490.      464,610.      MT  (+/- 180 meters Scaled)
 PY0852
 PY0852                          SUPERSEDED SURVEY CONTROL
 PY0852
 PY0852  NGVD 29 (08/20/92) 2351.388  (m)         7714.51   (f) ADJUSTED    1 2
 PY0852
 PY0852.Superseded values are not recommended for survey control.
 PY0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0852.See file dsdata.txt to determine how the superseded data were derived.
 PY0852
 PY0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ430433(NAD 83)
 PY0852_MARKER: I = METAL ROD
 PY0852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0852_SP_SET: STAINLESS STEEL ROD
 PY0852_STAMPING: W 367 1987
 PY0852_MARK LOGO: NGS   
 PY0852_PROJECTION: FLUSH
 PY0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0852_ROD/PIPE-DEPTH: 9.7  meters
 PY0852
 PY0852  HISTORY     - Date     Condition        Report By
 PY0852  HISTORY     - 1987     MONUMENTED       NGS
 PY0852  HISTORY     - 1988     GOOD             USGS
 PY0852
 PY0852                          STATION DESCRIPTION
 PY0852
 PY0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0852'12.2 KM (7.60 MI) NORTH FROM LAKE JUNCTION.
 PY0852'12.2 KM (7.60 MI) NORTHERLY ALONG CANYON JUNCTION HIGHWAY FROM THE
 PY0852'JUNCTION OF THE EAST ENTRANCE HIGHWAY IN LAKE JUNCTION, 0.2 KM (0.10
 PY0852'MI) NORTHWEST OF A HIGHWAY BRIDGE SPANNING ELK ANTLER CREEK, 33.2 M
 PY0852'(108.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.0 M (26.2
 PY0852'FT) WEST OF THE CENTER OF AN ABANDONED ROAD BED, AND 2.7 M (8.9 FT)
 PY0852'EAST OF THE CENTER OF A TRACK ROAD.  NOTE--ACCESS TO DATUM POINT IS
 PY0852'HAD THROUGH A 5-INCH LOGO CAP.
 PY0852'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 PY0852
 PY0852                          STATION RECOVERY (1988)
 PY0852
 PY0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1041 ***********************************************************************
 PY1041  DESIGNATION -  W 368
 PY1041  PID         -  PY1041
 PY1041  STATE/COUNTY-  WY/PARK
 PY1041  USGS QUAD   -  LAMAR CANYON (1986)
 PY1041
 PY1041                         *CURRENT SURVEY CONTROL
 PY1041  ___________________________________________________________________
 PY1041* NAD 83(1986)-  44 54 41.     (N)    110 22 25.     (W)     SCALED    
 PY1041* NAVD 88     -      1901.637  (meters)    6238.95   (feet)  ADJUSTED  
 PY1041  ___________________________________________________________________
 PY1041  GEOID HEIGHT-          -8.38  (meters)                     GEOID03
 PY1041  DYNAMIC HT  -        1900.595 (meters)    6235.54  (feet)  COMP
 PY1041  MODELED GRAV-     980,002.1   (mgal)                       NAVD 88
 PY1041
 PY1041  VERT ORDER  -  FIRST     CLASS II
 PY1041
 PY1041.The horizontal coordinates were scaled from a topographic map and have
 PY1041.an estimated accuracy of +/- 6 seconds.
 PY1041
 PY1041.The orthometric height was determined by differential leveling
 PY1041.and adjusted by the National Geodetic Survey in June 1991..
 PY1041
 PY1041.The geoid height was determined by GEOID03.
 PY1041
 PY1041.The dynamic height is computed by dividing the NAVD 88
 PY1041.geopotential number by the normal gravity value computed on the
 PY1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1041.degrees latitude (g = 980.6199 gals.).
 PY1041
 PY1041.The modeled gravity was interpolated from observed gravity values.
 PY1041
 PY1041;                    North         East    Units  Estimated Accuracy
 PY1041;SPC WYWC     -   491,300.      471,790.      MT  (+/- 180 meters Scaled)
 PY1041
 PY1041                          SUPERSEDED SURVEY CONTROL
 PY1041
 PY1041  NGVD 29 (08/20/92) 1900.374  (m)         6234.81   (f) ADJUSTED    1 2
 PY1041
 PY1041.Superseded values are not recommended for survey control.
 PY1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1041.See file dsdata.txt to determine how the superseded data were derived.
 PY1041
 PY1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ494732(NAD 83)
 PY1041_MARKER: I = METAL ROD
 PY1041_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PY1041+WITH SETTING: INFORMATION.
 PY1041_SP_SET: SHALLOW-SET METAL ROD
 PY1041_STAMPING: W 368 1987
 PY1041_MARK LOGO: NGS   
 PY1041_PROJECTION: FLUSH
 PY1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1041_ROD/PIPE-DEPTH: 2.4  meters
 PY1041
 PY1041  HISTORY     - Date     Condition        Report By
 PY1041  HISTORY     - 1987     MONUMENTED       NGS
 PY1041
 PY1041                          STATION DESCRIPTION
 PY1041
 PY1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1041'4.3 KM (2.65 MI) EAST FROM TOWER JUNCTION.
 PY1041'4.3 KM (2.65 MI) EASTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY FROM
 PY1041'THE JUNCTION OF CANYON JUNCTION HIGHWAY IN TOWER JUNCTION, 16.8 M
 PY1041'(55.1 FT) SOUTHEAST OF THE CENTER OF A LARGE BOULDER, 13.0 M (42.7
 PY1041'FT) NORTHWEST OF THE EAST END OF A HIGHWAY PULLOUT, 12.0 M (39.4 FT)
 PY1041'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 11.0 M (36.1 FT) SOUTH OF
 PY1041'THE CENTER OF THE MOST SOUTHERLY 1 OF 2 BOULDERS.  NOTE--ACCESS TO
 PY1041'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY1041'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0064 ***********************************************************************
 PW0064  DESIGNATION -  W 37
 PW0064  PID         -  PW0064
 PW0064  STATE/COUNTY-  WY/JOHNSON
 PW0064  USGS QUAD   -  CARIBOU CREEK (1993)
 PW0064
 PW0064                         *CURRENT SURVEY CONTROL
 PW0064  ___________________________________________________________________
 PW0064* NAD 83(1986)-  44 09 33.     (N)    106 54 54.     (W)     SCALED    
 PW0064* NAVD 88     -      2384.161  (meters)    7822.03   (feet)  ADJUSTED  
 PW0064  ___________________________________________________________________
 PW0064  GEOID HEIGHT-          -9.94  (meters)                     GEOID03
 PW0064  DYNAMIC HT  -        2382.759 (meters)    7817.44  (feet)  COMP
 PW0064  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 PW0064
 PW0064  VERT ORDER  -  FIRST     CLASS II
 PW0064
 PW0064.The horizontal coordinates were scaled from a topographic map and have
 PW0064.an estimated accuracy of +/- 6 seconds.
 PW0064
 PW0064.The orthometric height was determined by differential leveling
 PW0064.and adjusted by the National Geodetic Survey in June 1991..
 PW0064
 PW0064.The geoid height was determined by GEOID03.
 PW0064
 PW0064.The dynamic height is computed by dividing the NAVD 88
 PW0064.geopotential number by the normal gravity value computed on the
 PW0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0064.degrees latitude (g = 980.6199 gals.).
 PW0064
 PW0064.The modeled gravity was interpolated from observed gravity values.
 PW0064
 PW0064;                    North         East    Units  Estimated Accuracy
 PW0064;SPC WYEC     -   506,520.      433,460.      MT  (+/- 180 meters Scaled)
 PW0064
 PW0064                          SUPERSEDED SURVEY CONTROL
 PW0064
 PW0064  NGVD 29 (??/??/92) 2383.21   (m)         7818.9    (f) COMPUTED    1 2
 PW0064
 PW0064.Superseded values are not recommended for survey control.
 PW0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0064.See file dsdata.txt to determine how the superseded data were derived.
 PW0064
 PW0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ468913(NAD 83)
 PW0064_MARKER: DB = BENCH MARK DISK
 PW0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0064_STAMPING: W 37 1934
 PW0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0064+STABILITY: SURFACE MOTION
 PW0064
 PW0064  HISTORY     - Date     Condition        Report By
 PW0064  HISTORY     - 1934     MONUMENTED       CGS
 PW0064  HISTORY     - 1941     GOOD             NGS
 PW0064
 PW0064                          STATION DESCRIPTION
 PW0064
 PW0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 PW0064'29.4 MI SW FROM BUFFALO.
 PW0064'29.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0064'COUNTY, 8.8 MILES NORTHEAST OF MUDDY PASS, 1.1 MILES EAST OF THE ROAD
 PW0064'LEADING TO CAMP HASELTON, 310 FEET EAST OF THE CENTER OF THE
 PW0064'INTERSECTION WITH THE ROAD LEADING TO MUDDY RANGER STATION, AT THE
 PW0064'ENTRANCE TO THE RANGER STATION, 14.0 FEET SOUTHEAST OF THE CENTERLINE
 PW0064'OF THE ROAD, 61.0 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 61.0
 PW0064'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.7 FEET WEST OF
 PW0064'THE FENCE.  A STANDARD DISK, STAMPED W 37 1934 AND SET IN THE TOP OF A
 PW0064'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0640 ***********************************************************************
 PV0640  DESIGNATION -  W 370
 PV0640  PID         -  PV0640
 PV0640  STATE/COUNTY-  WY/CROOK
 PV0640  USGS QUAD   -  IRON MOUNTAIN (1984)
 PV0640
 PV0640                         *CURRENT SURVEY CONTROL
 PV0640  ___________________________________________________________________
 PV0640* NAD 83(1986)-  44 16 50.     (N)    104 43 27.     (W)     SCALED    
 PV0640* NAVD 88     -      1308.126  (meters)    4291.74   (feet)  ADJUSTED  
 PV0640  ___________________________________________________________________
 PV0640  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 PV0640  DYNAMIC HT  -        1307.630 (meters)    4290.12  (feet)  COMP
 PV0640  MODELED GRAV-     980,192.6   (mgal)                       NAVD 88
 PV0640
 PV0640  VERT ORDER  -  FIRST     CLASS II
 PV0640
 PV0640.The horizontal coordinates were scaled from a topographic map and have
 PV0640.an estimated accuracy of +/- 6 seconds.
 PV0640
 PV0640.The orthometric height was determined by differential leveling
 PV0640.and adjusted by the National Geodetic Survey in September 1993..
 PV0640
 PV0640.The geoid height was determined by GEOID03.
 PV0640
 PV0640.The dynamic height is computed by dividing the NAVD 88
 PV0640.geopotential number by the normal gravity value computed on the
 PV0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0640.degrees latitude (g = 980.6199 gals.).
 PV0640
 PV0640.The modeled gravity was interpolated from observed gravity values.
 PV0640
 PV0640;                    North         East    Units  Estimated Accuracy
 PV0640;SPC WY E     -   420,020.      235,320.      MT  (+/- 180 meters Scaled)
 PV0640
 PV0640                          SUPERSEDED SURVEY CONTROL
 PV0640
 PV0640.No superseded survey control is available for this station.
 PV0640
 PV0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK220030(NAD 83)
 PV0640_MARKER: DV = VERTICAL CONTROL DISK
 PV0640_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0640_SP_SET: PIER
 PV0640_STAMPING: W 370 1991
 PV0640_MARK LOGO: NGS   
 PV0640_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0640+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0640
 PV0640  HISTORY     - Date     Condition        Report By
 PV0640  HISTORY     - 1991     MONUMENTED       NGS
 PV0640
 PV0640                          STATION DESCRIPTION
 PV0640
 PV0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0640'20.0 KM (12.40 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0640'JUNCTION OF U.S. HIGHWAY 16 IN (EXIT 153) MOORCROFT, SET VERTICALLY
 PV0640'IN THE SOUTH FACE OF EAST CONCRETE COLUMN OF THE MOST SOUTHERLY PIER
 PV0640'OF THE HIGHWAY OVERPASS (EXIT 185) OF PINE RIDGE ROAD, 7.5 M (24.6
 PV0640'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 PV0640'AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0174 ***********************************************************************
 PW0174  DESIGNATION -  W 38
 PW0174  PID         -  PW0174
 PW0174  STATE/COUNTY-  WY/JOHNSON
 PW0174  USGS QUAD   -  UCROSS (1970)
 PW0174
 PW0174                         *CURRENT SURVEY CONTROL
 PW0174  ___________________________________________________________________
 PW0174* NAD 83(1986)-  44 32 19.     (N)    106 33 08.     (W)     SCALED    
 PW0174* NAVD 88     -      1271.507  (meters)    4171.60   (feet)  ADJUSTED  
 PW0174  ___________________________________________________________________
 PW0174  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 PW0174  DYNAMIC HT  -        1270.968 (meters)    4169.83  (feet)  COMP
 PW0174  MODELED GRAV-     980,150.3   (mgal)                       NAVD 88
 PW0174
 PW0174  VERT ORDER  -  FIRST     CLASS II
 PW0174
 PW0174.The horizontal coordinates were scaled from a topographic map and have
 PW0174.an estimated accuracy of +/- 6 seconds.
 PW0174
 PW0174.The orthometric height was determined by differential leveling
 PW0174.and adjusted by the National Geodetic Survey in June 1991..
 PW0174
 PW0174.The geoid height was determined by GEOID03.
 PW0174
 PW0174.The dynamic height is computed by dividing the NAVD 88
 PW0174.geopotential number by the normal gravity value computed on the
 PW0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0174.degrees latitude (g = 980.6199 gals.).
 PW0174
 PW0174.The modeled gravity was interpolated from observed gravity values.
 PW0174
 PW0174;                    North         East    Units  Estimated Accuracy
 PW0174;SPC WYEC     -   548,890.      462,080.      MT  (+/- 180 meters Scaled)
 PW0174
 PW0174                          SUPERSEDED SURVEY CONTROL
 PW0174
 PW0174  NGVD 29 (??/??/92) 1270.752  (m)         4169.13   (f) ADJ UNCH    1 2
 PW0174
 PW0174.Superseded values are not recommended for survey control.
 PW0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0174.See file dsdata.txt to determine how the superseded data were derived.
 PW0174
 PW0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK766328(NAD 83)
 PW0174_MARKER: DB = BENCH MARK DISK
 PW0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0174_STAMPING: W 38 1934
 PW0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0174+STABILITY: SURFACE MOTION
 PW0174
 PW0174  HISTORY     - Date     Condition        Report By
 PW0174  HISTORY     - 1934     MONUMENTED       CGS
 PW0174  HISTORY     - 1970     MARK NOT FOUND   USGS
 PW0174
 PW0174                          STATION DESCRIPTION
 PW0174
 PW0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0174'2.4 MI SW FROM UCROSS.
 PW0174'IN JOHNSON COUNTY, 2.4 MILES SOUTHWEST ALONG THE WYOMING RAILWAY FROM
 PW0174'UCROSS, SHERIDAN COUNTY, 1.3 MILES SOUTH OF THE JOHNSON-SHERIDAN
 PW0174'COUNTY LINE, 1.6 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAYS 16 AND
 PW0174'116, 62.2 FEET SOUTHWEST OF THE CENTER OF A ROAD CROSSING, 26.8 FEET
 PW0174'SOUTHEAST OF THE CENTERLINE OF THE CROSS ROAD, AND 29.2 FEET WEST OF
 PW0174'THE WEST RAIL.  A STANDARD DISK, STAMPED W 38 1934 AND SET IN THE TOP
 PW0174'OF A CONCRETE POST.
 PW0174
 PW0174                          STATION RECOVERY (1970)
 PW0174
 PW0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PW0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0060 ***********************************************************************
 OV0060  CBN         -  This is a Cooperative Base Network Control Station.
 OV0060  DESIGNATION -  W 39
 OV0060  PID         -  OV0060
 OV0060  STATE/COUNTY-  WY/JOHNSON
 OV0060  USGS QUAD   -  HIBBARD DRAW (1981)
 OV0060
 OV0060                         *CURRENT SURVEY CONTROL
 OV0060  ___________________________________________________________________
 OV0060* NAD 83(1993)-  43 52 21.38334(N)    106 38 26.84981(W)     ADJUSTED  
 OV0060* NAVD 88     -      1552.328  (meters)    5092.93   (feet)  ADJUSTED  
 OV0060  ___________________________________________________________________
 OV0060  X           -  -1,319,139.561 (meters)                     COMP
 OV0060  Y           -  -4,413,486.307 (meters)                     COMP
 OV0060  Z           -   4,398,965.490 (meters)                     COMP
 OV0060  LAPLACE CORR-         -15.14  (seconds)                    DEFLEC99
 OV0060  ELLIP HEIGHT-        1539.45  (meters)          (09/07/01) GPS OBS
 OV0060  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 OV0060  DYNAMIC HT  -        1551.511 (meters)    5090.25  (feet)  COMP
 OV0060  MODELED GRAV-     980,037.5   (mgal)                       NAVD 88
 OV0060
 OV0060  HORZ ORDER  -  B
 OV0060  VERT ORDER  -  SECOND    CLASS 0
 OV0060  ELLP ORDER  -  FOURTH    CLASS I
 OV0060
 OV0060.The horizontal coordinates were established by GPS observations
 OV0060.and adjusted by the National Geodetic Survey in October 1994..
 OV0060
 OV0060.The orthometric height was determined by differential leveling
 OV0060.and adjusted by the National Geodetic Survey in June 1991..
 OV0060
 OV0060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OV0060
 OV0060.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0060
 OV0060.The ellipsoidal height was determined by GPS observations
 OV0060.and is referenced to NAD 83.
 OV0060
 OV0060.The geoid height was determined by GEOID03.
 OV0060
 OV0060.The dynamic height is computed by dividing the NAVD 88
 OV0060.geopotential number by the normal gravity value computed on the
 OV0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0060.degrees latitude (g = 980.6199 gals.).
 OV0060
 OV0060.The modeled gravity was interpolated from observed gravity values.
 OV0060
 OV0060;                    North         East     Units Scale Factor Converg.
 OV0060;SPC WYEC     -   474,828.530   455,661.425   MT  0.99997559   +0 28 47.9
 OV0060;UTM  13      - 4,859,032.104   368,169.106   MT  0.99981376   -1 08 14.4
 OV0060
 OV0060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0060!SPC WYEC     -   0.99975866  x   0.99997559  =   0.99973426
 OV0060!UTM  13      -   0.99975866  x   0.99981376  =   0.99957247
 OV0060
 OV0060                          SUPERSEDED SURVEY CONTROL
 OV0060
 OV0060  ELLIP H (10/19/94) 1539.50   (m)                       GP(       ) 4 1
 OV0060  NAVD 88 (10/19/94) 1552.33   (m)         5092.9    (f) LEVELING    3  
 OV0060  NGVD 29 (??/??/92) 1551.483  (m)         5090.16   (f) ADJ UNCH    2 0
 OV0060
 OV0060.Superseded values are not recommended for survey control.
 OV0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0060.See file dsdata.txt to determine how the superseded data were derived.
 OV0060
 OV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ6816959032(NAD 83)
 OV0060_MARKER: DB = BENCH MARK DISK
 OV0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0060_STAMPING: W 39 1934
 OV0060_MARK LOGO: CGS   
 OV0060_MAGNETIC: N = NO MAGNETIC MATERIAL
 OV0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0060+STABILITY: SURFACE MOTION
 OV0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0060+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1993
 OV0060
 OV0060  HISTORY     - Date     Condition        Report By
 OV0060  HISTORY     - 1934     MONUMENTED       CGS
 OV0060  HISTORY     - 1946     GOOD             NGS
 OV0060  HISTORY     - 19930629 GOOD             NGS
 OV0060
 OV0060                          STATION DESCRIPTION
 OV0060
 OV0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OV0060'12 MI N FROM KAYCEE.
 OV0060'12 MILES NORTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY, 6.8
 OV0060'MILES SOUTH OF SOUTH FORK CRAZY WOMAN CREEK, 0.3 MILE SOUTH OF THE
 OV0060'ENTRANCE TO T.M. CORPS RANCH, 51 FEET SOUTHWEST OF THE CENTER OF THE
 OV0060'INTERSECTION WITH A ROAD LEADING EAST, 48 FEET WEST OF THE CENTERLINE
 OV0060'OF THE HIGHWAY, AND 1.6 FEET EAST OF A FENCE.  A STANDARD DISK,
 OV0060'STAMPED W 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OV0060
 OV0060                          STATION RECOVERY (1993)
 OV0060
 OV0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 OV0060'STATION IS LOCATED ABOUT 55 KM (34.15 MI) SOUTH OF BUFFALO, 16 KM
 OV0060'(9.95 MI) NORTH OF KAYCEE, 0.9 KM (0.55 MI) WEST OF INTERSTATE HIGHWAY
 OV0060'25, ON THE WEST SIDE OF A T-JUNCTION FORMED BY OLD HIGHWAY 87 (NOW
 OV0060'STATE HIGHWAY 96) AND RENO ROAD, ON HIGHWAY RIGHT-OF-WAY, IN THE
 OV0060'NORTHWEST 1/4 OF SECTION 18, T 45 N, R 81 W.  OWNERSHIP--STATE HIGHWAY
 OV0060'DEPARTMENT. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE
 OV0060'HIGHWAY 25 AND RENO ROAD (EXIT 265), GO WEST ON RENO ROAD (PAVED) FOR
 OV0060'0.88 KM (0.55 MI) TO A T-ROAD AND STATION ACROSS OLD HIGHWAY. STATION
 OV0060'MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST PROJECTING 15
 OV0060'CM ABOVE GROUND IN THICK SAGEBRUSH.  IT IS AT THE TOP OF A SLOPED
 OV0060'HIGHWAY DITCH, 14.5 M (47.6 FT) WEST OF, AND 1 M (3.3 FT) LOWER THAN
 OV0060'THE OLD HIGHWAY, 0.4 M (1.3 FT) EAST OF A FIBERGLASS WITNESS POST IN
 OV0060'THE FENCELINE, AND 8.8 M (28.9 FT) SOUTH OF THE EXTENDED CENTER OF
 OV0060'RENO ROAD. DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0140 ***********************************************************************
 OX0140  DESIGNATION -  W 40
 OX0140  PID         -  OX0140
 OX0140  STATE/COUNTY-  WY/TETON
 OX0140  USGS QUAD   -  TETON VILLAGE (1996)
 OX0140
 OX0140                         *CURRENT SURVEY CONTROL
 OX0140  ___________________________________________________________________
 OX0140* NAD 83(1986)-  43 30 27.     (N)    110 45 21.     (W)     SCALED    
 OX0140* NAVD 88     -      1897.086  (meters)    6224.02   (feet)  ADJUSTED  
 OX0140  ___________________________________________________________________
 OX0140  GEOID HEIGHT-          -9.63  (meters)                     GEOID03
 OX0140  DYNAMIC HT  -        1895.841 (meters)    6219.94  (feet)  COMP
 OX0140  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 OX0140
 OX0140  VERT ORDER  -  SECOND    CLASS 0
 OX0140
 OX0140.The horizontal coordinates were scaled from a topographic map and have
 OX0140.an estimated accuracy of +/- 6 seconds.
 OX0140
 OX0140.The orthometric height was determined by differential leveling
 OX0140.and adjusted by the National Geodetic Survey in June 1991..
 OX0140
 OX0140.The geoid height was determined by GEOID03.
 OX0140
 OX0140.The dynamic height is computed by dividing the NAVD 88
 OX0140.geopotential number by the normal gravity value computed on the
 OX0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0140.degrees latitude (g = 980.6199 gals.).
 OX0140
 OX0140.The modeled gravity was interpolated from observed gravity values.
 OX0140
 OX0140;                    North         East    Units  Estimated Accuracy
 OX0140;SPC WY W     -   434,250.      745,620.      MT  (+/- 180 meters Scaled)
 OX0140
 OX0140                          SUPERSEDED SURVEY CONTROL
 OX0140
 OX0140  NGVD 29 (??/??/92) 1895.819  (m)         6219.87   (f) ADJ UNCH    2 0
 OX0140
 OX0140.Superseded values are not recommended for survey control.
 OX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0140.See file dsdata.txt to determine how the superseded data were derived.
 OX0140
 OX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP197172(NAD 83)
 OX0140_MARKER: DB = BENCH MARK DISK
 OX0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0140_STAMPING: W 40 1934
 OX0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0140+STABILITY: SURFACE MOTION
 OX0140
 OX0140  HISTORY     - Date     Condition        Report By
 OX0140  HISTORY     - 1934     MONUMENTED       CGS
 OX0140  HISTORY     - 1968     MARK NOT FOUND   USGS
 OX0140
 OX0140                          STATION DESCRIPTION
 OX0140
 OX0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0140'1.9 MI N FROM JACKSON.
 OX0140'1.9 MILES NORTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY,
 OX0140'ABOUT 1.4 MILES NORTH OF THE BRIDGE OVER FLAT CREEK.  242.6 FEET NORTH
 OX0140'OF THE NORTHEAST CORNER OF A NIGHT CLUB, ABOUT 110.0 FEET NORTHWEST OF
 OX0140'THE CENTER OF THE INTERSECTION WITH THE ROAD LEADING TO THE NORTH
 OX0140'ENTRANCE OF THE CLUB, AND ABOUT 50.0 FEET WEST OF THE CENTER LINE OF
 OX0140'THE HIGHWAY.  A STANDARD DISK, STAMPED W 40 1934 AND SET IN THE TOP OF
 OX0140'A CONCRETE POST.
 OX0140
 OX0140                          STATION RECOVERY (1968)
 OX0140
 OX0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0140'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0001 ***********************************************************************
 OX0001  DESIGNATION -  W 41
 OX0001  PID         -  OX0001
 OX0001  STATE/COUNTY-  WY/TETON
 OX0001  USGS QUAD   -  DAVIS HILL (1996)
 OX0001
 OX0001                         *CURRENT SURVEY CONTROL
 OX0001  ___________________________________________________________________
 OX0001* NAD 83(1986)-  43 50 16.     (N)    110 29 43.     (W)     SCALED    
 OX0001* NAVD 88     -      2077.727  (meters)    6816.68   (feet)  ADJUSTED  
 OX0001  ___________________________________________________________________
 OX0001  GEOID HEIGHT-          -8.82  (meters)                     GEOID03
 OX0001  DYNAMIC HT  -        2076.349 (meters)    6812.15  (feet)  COMP
 OX0001  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 OX0001
 OX0001  VERT ORDER  -  SECOND    CLASS 0
 OX0001
 OX0001.The horizontal coordinates were scaled from a topographic map and have
 OX0001.an estimated accuracy of +/- 6 seconds.
 OX0001
 OX0001.The orthometric height was determined by differential leveling
 OX0001.and adjusted by the National Geodetic Survey in June 1991..
 OX0001
 OX0001.The geoid height was determined by GEOID03.
 OX0001
 OX0001.The dynamic height is computed by dividing the NAVD 88
 OX0001.geopotential number by the normal gravity value computed on the
 OX0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0001.degrees latitude (g = 980.6199 gals.).
 OX0001
 OX0001.The modeled gravity was interpolated from observed gravity values.
 OX0001
 OX0001;                    North         East    Units  Estimated Accuracy
 OX0001;SPC WY W     -   470,810.      766,870.      MT  (+/- 180 meters Scaled)
 OX0001
 OX0001                          SUPERSEDED SURVEY CONTROL
 OX0001
 OX0001  NGVD 29 (??/??/92) 2076.449  (m)         6812.48   (f) ADJ UNCH    2 0
 OX0001
 OX0001.Superseded values are not recommended for survey control.
 OX0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0001.See file dsdata.txt to determine how the superseded data were derived.
 OX0001
 OX0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP405539(NAD 83)
 OX0001_MARKER: DB = BENCH MARK DISK
 OX0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0001_STAMPING: W 41 1934
 OX0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0001+STABILITY: SURFACE MOTION
 OX0001
 OX0001  HISTORY     - Date     Condition        Report By
 OX0001  HISTORY     - 1934     MONUMENTED       CGS
 OX0001  HISTORY     - 1968     MARK NOT FOUND   USGS
 OX0001
 OX0001                          STATION DESCRIPTION
 OX0001
 OX0001'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OX0001'6.4 MI NE FROM MORAN.
 OX0001'6.4 MILES NORTHEAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN,
 OX0001'TETON COUNTY, 5.1 MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY 187,
 OX0001'ABOUT 1.7 MILES EAST OF THE BRIDGE OVER PACIFIC CREEK AT A 30 FOOT
 OX0001'CUT, 0.3 MILE (3/10) EAST OF BRIDGE TO ELK, WYOMING, 25.0 FEET
 OX0001'NORTHWEST OF THE CENTERLINE OF THE ROAD, 36.0 FEET SOUTHEAST OF THE
 OX0001'CENTERLINE OF THE HIGHWAY AND 10.0 FEET HIGHER THAN THE ROAD.  A
 OX0001'STANDARD DISK, STAMPED W 41 1934 AND SET IN THE TOP OF A CONCRETE
 OX0001'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0147 ***********************************************************************
 OW0147  DESIGNATION -  W 42
 OW0147  PID         -  OW0147
 OW0147  STATE/COUNTY-  WY/FREMONT
 OW0147  USGS QUAD   -  ESMOND PARK (1991)
 OW0147
 OW0147                         *CURRENT SURVEY CONTROL
 OW0147  ___________________________________________________________________
 OW0147* NAD 83(1986)-  43 37 42.     (N)    109 50 27.     (W)     SCALED    
 OW0147* NAVD 88     -      2296.175  (meters)    7533.37   (feet)  ADJUSTED  
 OW0147  ___________________________________________________________________
 OW0147  GEOID HEIGHT-          -7.86  (meters)                     GEOID03
 OW0147  DYNAMIC HT  -        2294.537 (meters)    7527.99  (feet)  COMP
 OW0147  MODELED GRAV-     979,823.0   (mgal)                       NAVD 88
 OW0147
 OW0147  VERT ORDER  -  SECOND    CLASS 0
 OW0147
 OW0147.The horizontal coordinates were scaled from a topographic map and have
 OW0147.an estimated accuracy of +/- 6 seconds.
 OW0147
 OW0147.The orthometric height was determined by differential leveling
 OW0147.and adjusted by the National Geodetic Survey in June 1991..
 OW0147
 OW0147.The geoid height was determined by GEOID03.
 OW0147
 OW0147.The dynamic height is computed by dividing the NAVD 88
 OW0147.geopotential number by the normal gravity value computed on the
 OW0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0147.degrees latitude (g = 980.6199 gals.).
 OW0147
 OW0147.The modeled gravity was interpolated from observed gravity values.
 OW0147
 OW0147;                    North         East    Units  Estimated Accuracy
 OW0147;SPC WYWC     -   348,040.      511,970.      MT  (+/- 180 meters Scaled)
 OW0147
 OW0147                          SUPERSEDED SURVEY CONTROL
 OW0147
 OW0147  NGVD 29 (??/??/92) 2294.910  (m)         7529.22   (f) ADJ UNCH    2 0
 OW0147
 OW0147.Superseded values are not recommended for survey control.
 OW0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0147.See file dsdata.txt to determine how the superseded data were derived.
 OW0147
 OW0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP935312(NAD 83)
 OW0147_MARKER: DB = BENCH MARK DISK
 OW0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0147_STAMPING: W 42 1934
 OW0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0147+STABILITY: SURFACE MOTION
 OW0147
 OW0147  HISTORY     - Date     Condition        Report By
 OW0147  HISTORY     - 1934     MONUMENTED       CGS
 OW0147  HISTORY     - 1956     GOOD             USGS
 OW0147
 OW0147                          STATION DESCRIPTION
 OW0147
 OW0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0147'14.0 MI W FROM DUBOIS.
 OW0147'ABOUT 14.0 MILES WEST ALONG U.S. HIGHWAY 26 AND 287 FROM DUBOIS,
 OW0147'FREMONT COUNTY, 1.1 MILES EAST FROM TIMBER LINE RANCH ROAD.  1140 FEET
 OW0147'EAST OF ELK RANCH ROAD, 150 YARDS NORTHWEST OF THE WINDER RIVER. 77
 OW0147'FEET SOUTH OF THE HIGHWAY, 62 FEET WEST OF A POWERLINE POLE.  27 FEET
 OW0147'SOUTH OF A FENCE AND 5 FEET LOWER THAN THE HIGHWAY IN THE TOP OF A
 OW0147'CONCRETE POST.  A STANDARD DISK, STAMPED W 42 1934.
 OW0147
 OW0147                          STATION RECOVERY (1956)
 OW0147
 OW0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OW0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0120 ***********************************************************************
 NS0120  DESIGNATION -  W 43
 NS0120  PID         -  NS0120
 NS0120  STATE/COUNTY-  WY/SUBLETTE
 NS0120  USGS QUAD   -  GOBBLERS KNOB (1980)
 NS0120
 NS0120                         *CURRENT SURVEY CONTROL
 NS0120  ___________________________________________________________________
 NS0120* NAD 83(1986)-  42 37 11.     (N)    109 39 02.     (W)     SCALED    
 NS0120* NAVD 88     -      2184.832  (meters)    7168.07   (feet)  ADJUSTED  
 NS0120  ___________________________________________________________________
 NS0120  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 NS0120  DYNAMIC HT  -        2182.964 (meters)    7161.94  (feet)  COMP
 NS0120  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 NS0120
 NS0120  VERT ORDER  -  FIRST     CLASS II
 NS0120
 NS0120.The horizontal coordinates were scaled from a topographic map and have
 NS0120.an estimated accuracy of +/- 6 seconds.
 NS0120
 NS0120.The orthometric height was determined by differential leveling
 NS0120.and adjusted by the National Geodetic Survey in June 1991..
 NS0120
 NS0120.The geoid height was determined by GEOID03.
 NS0120
 NS0120.The dynamic height is computed by dividing the NAVD 88
 NS0120.geopotential number by the normal gravity value computed on the
 NS0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0120.degrees latitude (g = 980.6199 gals.).
 NS0120
 NS0120.The modeled gravity was interpolated from observed gravity values.
 NS0120
 NS0120;                    North         East    Units  Estimated Accuracy
 NS0120;SPC WY W     -   335,500.      835,500.      MT  (+/- 180 meters Scaled)
 NS0120
 NS0120                          SUPERSEDED SURVEY CONTROL
 NS0120
 NS0120  NGVD 29 (??/??/92) 2183.386  (m)         7163.33   (f) ADJ UNCH    1 2
 NS0120
 NS0120.Superseded values are not recommended for survey control.
 NS0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0120.See file dsdata.txt to determine how the superseded data were derived.
 NS0120
 NS0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN106194(NAD 83)
 NS0120_MARKER: DB = BENCH MARK DISK
 NS0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0120_STAMPING: W 43 1934
 NS0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0120+STABILITY: SURFACE MOTION
 NS0120
 NS0120  HISTORY     - Date     Condition        Report By
 NS0120  HISTORY     - 1934     MONUMENTED       CGS
 NS0120
 NS0120                          STATION DESCRIPTION
 NS0120
 NS0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0120'36.7 MI NW FROM FARSON.
 NS0120'IN SUBLETTE COUNTY, ABOUT 36.7 MILES NORTHWEST ALONG U.S. HIGHWAY 187
 NS0120'FROM THE HOTEL AT FARSON, SWEETWATER COUNTY, ABOUT 9.5 MILES SOUTHEAST
 NS0120'OF THE POST OFFICE AT BOULDER, SUBLETTE COUNTY, ABOUT 0.5 MILE NORTH
 NS0120'OF THE BRIDGE OVER SAND SPRINGS WASH, ABOUT 0.15 MILE SOUTH OF A SMALL
 NS0120'BRIDGE, 53 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET WEST
 NS0120'OF THE RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE HIGHWAY. A
 NS0120'STANDARD DISK, STAMPED W 43 1934 AND SET IN THE TOP OF A CONCRETE
 NS0120'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0011 ***********************************************************************
 NT0011  DESIGNATION -  W 44
 NT0011  PID         -  NT0011
 NT0011  STATE/COUNTY-  WY/SUBLETTE
 NT0011  USGS QUAD   -  DANIEL JUNCTION (1970)
 NT0011
 NT0011                         *CURRENT SURVEY CONTROL
 NT0011  ___________________________________________________________________
 NT0011* NAD 83(1986)-  42 58 43.     (N)    110 05 29.     (W)     SCALED    
 NT0011* NAVD 88     -      2270.607  (meters)    7449.48   (feet)  ADJUSTED  
 NT0011  ___________________________________________________________________
 NT0011  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 NT0011  DYNAMIC HT  -        2268.745 (meters)    7443.37  (feet)  COMP
 NT0011  MODELED GRAV-     979,719.2   (mgal)                       NAVD 88
 NT0011
 NT0011  VERT ORDER  -  FIRST     CLASS II
 NT0011
 NT0011.The horizontal coordinates were scaled from a topographic map and have
 NT0011.an estimated accuracy of +/- 6 seconds.
 NT0011
 NT0011.The orthometric height was determined by differential leveling
 NT0011.and adjusted by the National Geodetic Survey in June 1991..
 NT0011
 NT0011.The geoid height was determined by GEOID03.
 NT0011
 NT0011.The dynamic height is computed by dividing the NAVD 88
 NT0011.geopotential number by the normal gravity value computed on the
 NT0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0011.degrees latitude (g = 980.6199 gals.).
 NT0011
 NT0011.The modeled gravity was interpolated from observed gravity values.
 NT0011
 NT0011;                    North         East    Units  Estimated Accuracy
 NT0011;SPC WY W     -   375,280.      799,340.      MT  (+/- 180 meters Scaled)
 NT0011
 NT0011                          SUPERSEDED SURVEY CONTROL
 NT0011
 NT0011  NGVD 29 (??/??/92) 2269.126  (m)         7444.62   (f) ADJ UNCH    1 2
 NT0011
 NT0011.Superseded values are not recommended for survey control.
 NT0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0011.See file dsdata.txt to determine how the superseded data were derived.
 NT0011
 NT0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN740588(NAD 83)
 NT0011_MARKER: DB = BENCH MARK DISK
 NT0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0011_SP_SET: ABUTMENT
 NT0011_STAMPING: W 44 1934
 NT0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0011
 NT0011  HISTORY     - Date     Condition        Report By
 NT0011  HISTORY     - 1934     MONUMENTED       CGS
 NT0011
 NT0011                          STATION DESCRIPTION
 NT0011
 NT0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0011'16.9 MI FROM PINEDALE.
 NT0011'ABOUT 16.9 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 NT0011'AT PINEDALE, SUBLETTE COUNTY, ABOUT 6.0 MILES NORTH OF THE JUNCTION
 NT0011'WITH STATE HIGHWAY 287, AT A SINGLE SPAN CONCRETE BRIDGE, AND IN THE
 NT0011'TOP OF THE WEST WING WALL OF THE NORTH ABUTMENT.  A STANDARD DISK,
 NT0011'STAMPED W 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0012 ***********************************************************************
 NT0012  DESIGNATION -  W 44 RESET
 NT0012  PID         -  NT0012
 NT0012  STATE/COUNTY-  WY/SUBLETTE
 NT0012  USGS QUAD   -  DANIEL JUNCTION (1970)
 NT0012
 NT0012                         *CURRENT SURVEY CONTROL
 NT0012  ___________________________________________________________________
 NT0012* NAD 83(1986)-  42 58 43.     (N)    110 05 29.     (W)     SCALED    
 NT0012* NAVD 88     -      2270.18   (+/-2cm)    7448.1    (feet)  VERTCON   
 NT0012  ___________________________________________________________________
 NT0012  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 NT0012
 NT0012  VERT ORDER  -  THIRD (See Below)
 NT0012
 NT0012.The horizontal coordinates were scaled from a topographic map and have
 NT0012.an estimated accuracy of +/- 6 seconds.
 NT0012
 NT0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0012.The vertical order pertains to the NGVD 29 superseded value.
 NT0012
 NT0012.The geoid height was determined by GEOID03.
 NT0012
 NT0012;                    North         East    Units  Estimated Accuracy
 NT0012;SPC WY W     -   375,280.      799,340.      MT  (+/- 180 meters Scaled)
 NT0012
 NT0012                          SUPERSEDED SURVEY CONTROL
 NT0012
 NT0012  NGVD 29 (03/28/06) 2268.70   (m)         7443.2    (f) RESET       3  
 NT0012
 NT0012.Superseded values are not recommended for survey control.
 NT0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0012.See file dsdata.txt to determine how the superseded data were derived.
 NT0012
 NT0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN740588(NAD 83)
 NT0012_MARKER: DB = BENCH MARK DISK
 NT0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0012_SP_SET: CULVERT
 NT0012_STAMPING: W 44 RESET 1969
 NT0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0012
 NT0012  HISTORY     - Date     Condition        Report By
 NT0012  HISTORY     - 1969     MONUMENTED       CGS
 NT0012  HISTORY     - 1972     GOOD             NGS
 NT0012
 NT0012                          STATION DESCRIPTION
 NT0012
 NT0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 NT0012'16.9 MI NW FROM PINEDALE.
 NT0012'ABOUT 16.9 MILES NORTHWEST ALONG U. S. HIGHWAY 187 FROM THE COURT
 NT0012'HOUSE AT PINEDALE, ABOUT 6 MILES NORTH OF THE JUNCTION WITH STATE
 NT0012'HIGHWAY 287, ON THE SOUTH END OF THE EAST PARPET OF THE 14 X 4 FT.
 NT0012'SINGLE BARREL BOX CULVERT ON THE APEX DITCH AND 55 FEET EAST OF
 NT0012'HIGHWAY STATION 343 + 00 ON PROJECT F-013-2(13).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0068 ***********************************************************************
 OX0068  DESIGNATION -  W 45 RESET
 OX0068  PID         -  OX0068
 OX0068  STATE/COUNTY-  WY/TETON
 OX0068  USGS QUAD   -  CAMP DAVIS (1996)
 OX0068
 OX0068                         *CURRENT SURVEY CONTROL
 OX0068  ___________________________________________________________________
 OX0068* NAD 83(1993)-  43 17 35.42234(N)    110 39 21.40902(W)     ADJUSTED  
 OX0068* NAVD 88     -      1859.97   (meters)    6102.3    (feet)  RESET     
 OX0068  ___________________________________________________________________
 OX0068  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 OX0068  GEOID HEIGHT-         -10.11  (meters)                     GEOID03
 OX0068
 OX0068  HORZ ORDER  -  SECOND
 OX0068  VERT ORDER  -  THIRD
 OX0068
 OX0068.The horizontal coordinates were established by classical geodetic methods
 OX0068.and adjusted by the National Geodetic Survey in January 1997..
 OX0068
 OX0068.The orthometric height was computed from unverified reset data.
 OX0068
 OX0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0068
 OX0068.The geoid height was determined by GEOID03.
 OX0068
 OX0068;                    North         East     Units Scale Factor Converg.
 OX0068;SPC WY W     -   410,381.180   753,533.991   MT  0.99996405   -0 23 33.6
 OX0068;UTM  12      - 4,793,429.444   527,909.510   MT  0.99960958   +0 14 09.3
 OX0068
 OX0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0068!SPC WY W     -   0.99970999  x   0.99996405  =   0.99967405
 OX0068!UTM  12      -   0.99970999  x   0.99960958  =   0.99931969
 OX0068
 OX0068|---------------------------------------------------------------------|
 OX0068| PID    Reference Object                     Distance      Geod. Az  |
 OX0068|                                                           dddmmss.s |
 OX0068| OX0067 W 45                                 13.260 METERS 00040     |
 OX0068| OX0793 DAVIS                               APPROX. 0.5 KM 0970055.5 |
 OX0068| OX0069 W 45 RM 3                             4.834 METERS 12426     |
 OX0068| OX0795 T38 39N R115W SECS 4 5 32 33          4.700 METERS 35759     |
 OX0068|---------------------------------------------------------------------|
 OX0068
 OX0068                          SUPERSEDED SURVEY CONTROL
 OX0068
 OX0068  NAD 83(1993)-  43 17 35.41860(N)    110 39 21.40423(W) AD(       ) 2
 OX0068  NAD 83(1986)-  43 17 35.41156(N)    110 39 21.39727(W) AD(       ) 2
 OX0068  NAD 27      -  43 17 35.66635(N)    110 39 18.69785(W) AD(       ) 2
 OX0068  NGVD 29 (03/28/06) 1858.66   (m)         6098.0    (f) RESET       3  
 OX0068
 OX0068.Superseded values are not recommended for survey control.
 OX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0068.See file dsdata.txt to determine how the superseded data were derived.
 OX0068
 OX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN2791093429(NAD 83)
 OX0068_MARKER: DB = BENCH MARK DISK
 OX0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0068_STAMPING: W 45 RESET 1974
 OX0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0068+STABILITY: SURFACE MOTION
 OX0068
 OX0068  HISTORY     - Date     Condition        Report By
 OX0068  HISTORY     - 1974     MONUMENTED       NGS
 OX0068  HISTORY     - 1974     GOOD             NGS
 OX0068  HISTORY     - 1980     GOOD             LOCSUR
 OX0068
 OX0068                          STATION DESCRIPTION
 OX0068
 OX0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OX0068'18.1 MI SE FROM JACKSON.
 OX0068'ABOUT 15.7 MILES NORTHWEST ALONG U.S. HIGHWAYS 187 AND 189 FROM THE
 OX0068'POST OFFICE AT TRIANGLE F RANCH, SUBLETTE COUNTY, ABOUT 18.1 MILES
 OX0068'SOUTHEAST OF JACKSON, AT THE ENTRANCE TO CAMP DAVIS (UNIVERSITY OF
 OX0068'MICHIGAN SUMMER SCHOOL CAMP), 105 FEET SOUTH OF THE CENTER OF THE
 OX0068'HIGHWAY, 19 FEET EAST OF THE EAST GATE POST OF THE ENTRANCE TO CAMP
 OX0068'DAVIS, 15.86 FEET WEST OF BENCH MARK W 45 RESET NO 3 1974, 1-FOOT
 OX0068'NORTH OF THE RIGHT-OF-WAY FENCE, 2.0 FEET EAST OF A METAL WITNESS
 OX0068'POST, AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 OX0068'GROUND.
 OX0068
 OX0068                          STATION RECOVERY (1974)
 OX0068
 OX0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OX0068'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE SOUTH-SOUTHEAST OF
 OX0068'JACKSON, 0.7 MILE NORTH OF CAMP DAVIS (UNIVERSITY OF MICHIGAN
 OX0068'SUMMER SCHOOL CAMP), ON THE RIGHT-OF-WAY ALONG THE SOUTH SIDE OF
 OX0068'U.S. HIGHWAYS 187 AND 189, AT THE ENTRANCE GATE TO CAMP DAVIS.
 OX0068'
 OX0068'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE PARK IN THE
 OX0068'CENTRAL PART OF JACKSON, GO SOUTHWESTERLY ON U.S. HIGHWAYS 26,
 OX0068'89 AND 187 FOR 13.45 MILES TO HOBACK JUNCTION AND A ROAD FORKS,
 OX0068'BEAR LEFT AND FOLLOW U.S. HIGHWAYS 187 AND 189 SOUTHEASTERLY 4.65
 OX0068'MILES TO THE ENTRANCE GATE TO CAMP DAVIS AND THE STATION ON THE
 OX0068'RIGHT AS DESCRIBED.
 OX0068'
 OX0068'THE UNDERGROUND STATION MARK IS A STANDARD TRIANGULATION STATION
 OX0068'MARK DISK AND THE SURFACE MARK IS A STANDARD BENCH MARK DISK, BOTH
 OX0068'MARKS ARE STAMPED W 45 RESET 1974.  THE SUB-SURFACE MARK IS SET IN
 OX0068'THE TOP OF A ROUND CONCRETE MONUMENT 3-1/2 FEET BELOW GROUND
 OX0068'LEVEL, THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 OX0068'MONUMENT FLUSH WITH THE GROUND, 105 FEET SOUTH OF THE CENTER
 OX0068'OF THE HIGHWAY, 19 FEET EAST OF THE EAST GATE POST OF THE
 OX0068'ENTRANCE TO CAMP DAVIS, 1-FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND
 OX0068'2.0 FEET EAST OF A METAL WITNESS POST.
 OX0068'
 OX0068'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED W 45 RESET NO 3
 OX0068'1974, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 OX0068'GROUND.  IT IS 105 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 35 FEET
 OX0068'EAST OF THE EAST GATE POST OF THE CAMP DAVIS ENTRANCE, 18 FEET
 OX0068'EAST OF THE METAL WITNESS POST, AND 1-FOOT NORTH OF THE
 OX0068'RIGHT-OF-WAY FENCE.
 OX0068'
 OX0068'REFERENCE MARK NO. 4 IS A U.S. DEPARTMENT OF INTERIOR, BUREAU OF
 OX0068'LAND MANAGEMENT, CADASTRAL SURVEY MONUMENT.  IT IS A BRONZE CAP
 OX0068'RIVETED TO A 2-INCH IRON PIPE SET IN THE GROUND AND PROJECTING
 OX0068'8-INCHES ABOVE THE SURFACE.  THE BRONZE CAP IS STAMPED--
 OX0068'T 39 N R 115 W
 OX0068'S 32 S 33
 OX0068'S 5 S 4
 OX0068'T 3 8 N
 OX0068'1962
 OX0068'IT IS 95 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 16 FEET
 OX0068'NORTHEAST OF THE EAST GATE POST OF THE CAMP DAVIS ENTRANCE,
 OX0068'AND 13 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 OX0068'
 OX0068'STATION DAVIS 1946 AND LAFAYETTE STATION 1946 CAN BE USED AS
 OX0068'AZIMUTHS.
 OX0068'
 OX0068'NEAREST TOWN--JACKSON.
 OX0068
 OX0068                          STATION RECOVERY (1980)
 OX0068
 OX0068'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 OX0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0069 ***********************************************************************
 OX0069  DESIGNATION -  W 45 RM 3
 OX0069  PID         -  OX0069
 OX0069  STATE/COUNTY-  WY/TETON
 OX0069  USGS QUAD   -  CAMP DAVIS (1996)
 OX0069
 OX0069                         *CURRENT SURVEY CONTROL
 OX0069  ___________________________________________________________________
 OX0069* NAD 83(1986)-  43 17 36.     (N)    110 39 21.     (W)     SCALED    
 OX0069* NAVD 88     -      1859.94   (meters)    6102.2    (feet)  RESET     
 OX0069  ___________________________________________________________________
 OX0069  GEOID HEIGHT-         -10.11  (meters)                     GEOID03
 OX0069
 OX0069  VERT ORDER  -  THIRD
 OX0069
 OX0069.The horizontal coordinates were scaled from a topographic map and have
 OX0069.an estimated accuracy of +/- 6 seconds.
 OX0069
 OX0069.The orthometric height was computed from unverified reset data.
 OX0069
 OX0069.The geoid height was determined by GEOID03.
 OX0069
 OX0069;                    North         East    Units  Estimated Accuracy
 OX0069;SPC WY W     -   410,400.      753,540.      MT  (+/- 180 meters Scaled)
 OX0069
 OX0069                          SUPERSEDED SURVEY CONTROL
 OX0069
 OX0069  NGVD 29 (03/28/06) 1858.63   (m)         6097.9    (f) RESET       3  
 OX0069
 OX0069.Superseded values are not recommended for survey control.
 OX0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0069.See file dsdata.txt to determine how the superseded data were derived.
 OX0069
 OX0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN279934(NAD 83)
 OX0069_MARKER: DR = REFERENCE MARK DISK
 OX0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0069_STAMPING: W 45 RESET NO 3 1974
 OX0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0069+STABILITY: SURFACE MOTION
 OX0069
 OX0069  HISTORY     - Date     Condition        Report By
 OX0069  HISTORY     - 1974     MONUMENTED       NGS
 OX0069
 OX0069                          STATION DESCRIPTION
 OX0069
 OX0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OX0069'18.1 MI SE FROM JACKSON.
 OX0069'ABOUT 15.7 MILES NORTHWEST ALONG U.S. HIGHWAYS 187 AND 189 FROM THE
 OX0069'POST OFFICE AT TRIANGLE F RANCH, SUBLETTE COUNTY, ABOUT 18.1 MILES
 OX0069'SOUTHEAST OF JACKSON, AT THE ENTRANCE TO CAMP DAVIS (UNIVERSITY OF
 OX0069'MICHIGAN SUMMER SCHOOL CAMP), 105 FEET SOUTH OF THE CENTER OF THE
 OX0069'HIGHWAY, 35 FEET EAST OF THE EAST GATE POST OF THE CAMP DAVIS
 OX0069'ENTRANCE, 18 FEET EAST OF A METAL WITNESS POST, 15.86 FEET EAST OF
 OX0069'BENCH MARK W 45 RESET 1974, 1-FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 OX0069'AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0201 ***********************************************************************
 OX0201  DESIGNATION -  W 46
 OX0201  PID         -  OX0201
 OX0201  STATE/COUNTY-  WY/TETON
 OX0201  USGS QUAD   -  RENDEZVOUS PEAK (1996)
 OX0201
 OX0201                         *CURRENT SURVEY CONTROL
 OX0201  ___________________________________________________________________
 OX0201* NAD 83(1986)-  43 30 31.     (N)    110 59 00.     (W)     SCALED    
 OX0201* NAVD 88     -      2210.115  (meters)    7251.02   (feet)  ADJUSTED  
 OX0201  ___________________________________________________________________
 OX0201  GEOID HEIGHT-          -9.57  (meters)                     GEOID03
 OX0201  DYNAMIC HT  -        2208.496 (meters)    7245.71  (feet)  COMP
 OX0201  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 OX0201
 OX0201  VERT ORDER  -  FIRST     CLASS II
 OX0201
 OX0201.The horizontal coordinates were scaled from a topographic map and have
 OX0201.an estimated accuracy of +/- 6 seconds.
 OX0201
 OX0201.The orthometric height was determined by differential leveling
 OX0201.and adjusted by the National Geodetic Survey in June 1991..
 OX0201
 OX0201.The geoid height was determined by GEOID03.
 OX0201
 OX0201.The dynamic height is computed by dividing the NAVD 88
 OX0201.geopotential number by the normal gravity value computed on the
 OX0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0201.degrees latitude (g = 980.6199 gals.).
 OX0201
 OX0201.The modeled gravity was interpolated from observed gravity values.
 OX0201
 OX0201;                    North         East    Units  Estimated Accuracy
 OX0201;SPC WY W     -   434,550.      727,230.      MT  (+/- 180 meters Scaled)
 OX0201
 OX0201                          SUPERSEDED SURVEY CONTROL
 OX0201
 OX0201  NGVD 29 (??/??/92) 2208.672  (m)         7246.28   (f) ADJ UNCH    1 2
 OX0201
 OX0201.Superseded values are not recommended for survey control.
 OX0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0201.See file dsdata.txt to determine how the superseded data were derived.
 OX0201
 OX0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP013172(NAD 83)
 OX0201_MARKER: DB = BENCH MARK DISK
 OX0201_SETTING: 0 = UNSPECIFIED SETTING
 OX0201_STAMPING: W 46 1934
 OX0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0201
 OX0201  HISTORY     - Date     Condition        Report By
 OX0201  HISTORY     - 1934     MONUMENTED       CGS
 OX0201  HISTORY     - 1963     MARK NOT FOUND   USGS
 OX0201
 OX0201                          STATION DESCRIPTION
 OX0201
 OX0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0201'9.2 MI SE FROM VICTOR.
 OX0201'IN TETON COUNTY, WYOMING, ABOUT 9.2 MILES SOUTHEAST ALONG IDAHO STATE
 OX0201'HIGHWAY 33 AND WYOMING STATE HIGHWAY 22 FROM VICTOR, TETON COUNTY,
 OX0201'IDAHO, ABOUT 3.8 MILES SOUTHEAST OF THE WYOMING-IDAHO STATE LINE,
 OX0201'ABOUT 2.5 MILES NORTHWEST OF TETON PASS, IN CANYON VALLEY, ABOUT 150
 OX0201'FEET EAST OF A LOG HOUSE, 33.4 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 OX0201'NO. 22, 9.6 FEET SOUTH OF TELEPHONE LINE.
 OX0201
 OX0201                          STATION RECOVERY (1963)
 OX0201
 OX0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OX0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0459 ***********************************************************************
 OW0459  DESIGNATION -  W 47 RESET
 OW0459  PID         -  OW0459
 OW0459  STATE/COUNTY-  WY/FREMONT
 OW0459  USGS QUAD   -  CROWHEART BUTTE (1993)
 OW0459
 OW0459                         *CURRENT SURVEY CONTROL
 OW0459  ___________________________________________________________________
 OW0459* NAD 83(1986)-  43 15 02.     (N)    109 03 58.     (W)     SCALED    
 OW0459* NAVD 88     -      1799.99   (meters)    5905.5    (feet)  RESET     
 OW0459  ___________________________________________________________________
 OW0459  GEOID HEIGHT-         -10.59  (meters)                     GEOID03
 OW0459
 OW0459  VERT ORDER  -  THIRD
 OW0459
 OW0459.The horizontal coordinates were scaled from a topographic map and have
 OW0459.an estimated accuracy of +/- 6 seconds.
 OW0459
 OW0459.The orthometric height was computed from unverified reset data.
 OW0459
 OW0459.The geoid height was determined by GEOID03.
 OW0459
 OW0459;                    North         East    Units  Estimated Accuracy
 OW0459;SPC WYWC     -   305,540.      574,330.      MT  (+/- 180 meters Scaled)
 OW0459
 OW0459                          SUPERSEDED SURVEY CONTROL
 OW0459
 OW0459  NGVD 29 (03/28/06) 1798.96   (m)         5902.1    (f) RESET       3  
 OW0459
 OW0459.Superseded values are not recommended for survey control.
 OW0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0459.See file dsdata.txt to determine how the superseded data were derived.
 OW0459
 OW0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN569904(NAD 83)
 OW0459_MARKER: DV = VERTICAL CONTROL DISK
 OW0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0459_SP_SET: CONCRETE POST
 OW0459_STAMPING: W 47 RESET 1981
 OW0459_MARK LOGO: NGS   
 OW0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0459+STABILITY: SURFACE MOTION
 OW0459
 OW0459  HISTORY     - Date     Condition        Report By
 OW0459  HISTORY     - 1981     MONUMENTED       WYHD
 OW0459
 OW0459                          STATION DESCRIPTION
 OW0459
 OW0459'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1981
 OW0459'ABOUT 37.5 MILES (60.3 KM) EAST ALONG US HIGHWAY 287 FROM THE WELTY
 OW0459'STORE IN DUBOIS, ABOUT 38.5 MILES (62.0 KM) WEST OF RIVERTON, ABOUT
 OW0459'5.9 MILES (9.5 KM) WEST OF THE JUNCTION WITH THE HIGHWAY LEADING TO
 OW0459'LANDER, ABOUT 1.4 MILES (2.3 KM) EAST OF SANDY GULCH, 98.0 FEET (29.9
 OW0459'M) NORTH OF CENTERLINE OF HIGHWAY, (MP 92.94)AND ABOUT 4 FEET (1.2 M)
 OW0459'EAST OF A WHITE WITNESS CORNER SIGN, SET IN THE TOP OF A CONCRETE
 OW0459'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0456 ***********************************************************************
 OW0456  DESIGNATION -  W 48 RESET
 OW0456  PID         -  OW0456
 OW0456  STATE/COUNTY-  WY/HOT SPRINGS
 OW0456  USGS QUAD   -  RATTLESNAKE GULCH (1965)
 OW0456
 OW0456                         *CURRENT SURVEY CONTROL
 OW0456  ___________________________________________________________________
 OW0456* NAD 83(1986)-  43 39 59.     (N)    108 16 14.     (W)     SCALED    
 OW0456* NAVD 88     -      1431.55   (meters)    4696.7    (feet)  RESET     
 OW0456  ___________________________________________________________________
 OW0456  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 OW0456
 OW0456  VERT ORDER  -  THIRD
 OW0456
 OW0456.The horizontal coordinates were scaled from a topographic map and have
 OW0456.an estimated accuracy of +/- 6 seconds.
 OW0456
 OW0456.The orthometric height was computed from unverified reset data.
 OW0456
 OW0456.The geoid height was determined by GEOID03.
 OW0456
 OW0456;                    North         East    Units  Estimated Accuracy
 OW0456;SPC WYWC     -   351,800.      638,670.      MT  (+/- 180 meters Scaled)
 OW0456
 OW0456                          SUPERSEDED SURVEY CONTROL
 OW0456
 OW0456  NGVD 29 (03/28/06) 1430.73   (m)         4694.0    (f) RESET       3  
 OW0456
 OW0456.Superseded values are not recommended for survey control.
 OW0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0456.See file dsdata.txt to determine how the superseded data were derived.
 OW0456
 OW0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP200384(NAD 83)
 OW0456_MARKER: DV = VERTICAL CONTROL DISK
 OW0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0456_SP_SET: CONCRETE POST
 OW0456_STAMPING: W 48 RESET 1985
 OW0456_MARK LOGO: NGS   
 OW0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 OW0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0456+STABILITY: SURFACE MOTION
 OW0456
 OW0456  HISTORY     - Date     Condition        Report By
 OW0456  HISTORY     - 1985     MONUMENTED       WYHD
 OW0456
 OW0456                          STATION DESCRIPTION
 OW0456
 OW0456'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1985
 OW0456'4.5 MILES WEST ALONG STATE HIGHWAY 120 FROM THE JUNCTION OF US HIGHWAY
 OW0456'20, WYOMING 789, AND WYOMING 120 IN THERMOPOLIS, 98.5 FEET LEFT
 OW0456'(SOUTHERLY) OF CENTERLINE OF STATE HIGHWAY 120, ALSO BEING ABOUT 220
 OW0456'FEET SOUTHEASTERLY ALONG HIGHWAY RIGHT-OF-WAY FENCE FROM A 42 INCH
 OW0456'DIAMETER DRAIN CULVERT, 0.5 FEET INSIDE OF RIGHT-OF-WAY FENCE AND
 OW0456'ABOUT THE SAME ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0111 ***********************************************************************
 OW0111  DESIGNATION -  W 49
 OW0111  PID         -  OW0111
 OW0111  STATE/COUNTY-  WY/HOT SPRINGS
 OW0111  USGS QUAD   -  GRASS CREEK (1985)
 OW0111
 OW0111                         *CURRENT SURVEY CONTROL
 OW0111  ___________________________________________________________________
 OW0111* NAD 83(1986)-  43 56 19.     (N)    108 38 36.     (W)     SCALED    
 OW0111* NAVD 88     -      1701.104  (meters)    5581.04   (feet)  ADJUSTED  
 OW0111  ___________________________________________________________________
 OW0111  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 OW0111  DYNAMIC HT  -        1700.135 (meters)    5577.86  (feet)  COMP
 OW0111  MODELED GRAV-     979,989.1   (mgal)                       NAVD 88
 OW0111
 OW0111  VERT ORDER  -  SECOND    CLASS 0
 OW0111
 OW0111.The horizontal coordinates were scaled from a topographic map and have
 OW0111.an estimated accuracy of +/- 6 seconds.
 OW0111
 OW0111.The orthometric height was determined by differential leveling
 OW0111.and adjusted by the National Geodetic Survey in June 1991..
 OW0111
 OW0111.The geoid height was determined by GEOID03.
 OW0111
 OW0111.The dynamic height is computed by dividing the NAVD 88
 OW0111.geopotential number by the normal gravity value computed on the
 OW0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0111.degrees latitude (g = 980.6199 gals.).
 OW0111
 OW0111.The modeled gravity was interpolated from observed gravity values.
 OW0111
 OW0111;                    North         East    Units  Estimated Accuracy
 OW0111;SPC WYWC     -   381,930.      608,560.      MT  (+/- 180 meters Scaled)
 OW0111
 OW0111                          SUPERSEDED SURVEY CONTROL
 OW0111
 OW0111  NGVD 29 (??/??/92) 1700.095  (m)         5577.73   (f) ADJ UNCH    2 0
 OW0111
 OW0111.Superseded values are not recommended for survey control.
 OW0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0111.See file dsdata.txt to determine how the superseded data were derived.
 OW0111
 OW0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP891677(NAD 83)
 OW0111_MARKER: DB = BENCH MARK DISK
 OW0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0111_STAMPING: W 49 1934
 OW0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0111+STABILITY: SURFACE MOTION
 OW0111
 OW0111  HISTORY     - Date     Condition        Report By
 OW0111  HISTORY     - 1934     MONUMENTED       CGS
 OW0111  HISTORY     - 1954     POOR             USGS
 OW0111
 OW0111                          STATION DESCRIPTION
 OW0111
 OW0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0111'46.3 MI NW FROM THERMOPOLIS.
 OW0111'ABOUT 46.3 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST
 OW0111'OFFICE AT THERMOPOLIS, HOT SPRINGS COUNTY, ABOUT 0.5 MILE SOUTHEAST OF
 OW0111'THE POST OFFICE AT GRASS CREEK, ABOUT 112 FEET SOUTHWEST OF THE
 OW0111'NORTHEAST CORNER OF A HOUSE, 91 FEET WEST OF AN OIL WELL, AND 48 FEET
 OW0111'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 OW0111'W 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OW0111
 OW0111                          STATION RECOVERY (1954)
 OW0111
 OW0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OW0111'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0039 ***********************************************************************
 NT0039  DESIGNATION -  W 50
 NT0039  PID         -  NT0039
 NT0039  STATE/COUNTY-  WY/SUBLETTE
 NT0039  USGS QUAD   -  LA BARGE (1980)
 NT0039
 NT0039                         *CURRENT SURVEY CONTROL
 NT0039  ___________________________________________________________________
 NT0039* NAD 83(1986)-  42 16 45.     (N)    110 11 39.     (W)     SCALED    
 NT0039* NAVD 88     -      2015.055  (meters)    6611.06   (feet)  ADJUSTED  
 NT0039  ___________________________________________________________________
 NT0039  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 NT0039  DYNAMIC HT  -        2013.400 (meters)    6605.63  (feet)  COMP
 NT0039  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 NT0039
 NT0039  VERT ORDER  -  SECOND    CLASS 0
 NT0039
 NT0039.The horizontal coordinates were scaled from a topographic map and have
 NT0039.an estimated accuracy of +/- 6 seconds.
 NT0039
 NT0039.The orthometric height was determined by differential leveling
 NT0039.and adjusted by the National Geodetic Survey in June 1991..
 NT0039
 NT0039.The geoid height was determined by GEOID03.
 NT0039
 NT0039.The dynamic height is computed by dividing the NAVD 88
 NT0039.geopotential number by the normal gravity value computed on the
 NT0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0039.degrees latitude (g = 980.6199 gals.).
 NT0039
 NT0039.The modeled gravity was interpolated from observed gravity values.
 NT0039
 NT0039;                    North         East    Units  Estimated Accuracy
 NT0039;SPC WY W     -   297,590.      790,860.      MT  (+/- 180 meters Scaled)
 NT0039
 NT0039                          SUPERSEDED SURVEY CONTROL
 NT0039
 NT0039  NGVD 29 (??/??/92) 2013.693  (m)         6606.59   (f) ADJ UNCH    2 0
 NT0039
 NT0039.Superseded values are not recommended for survey control.
 NT0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0039.See file dsdata.txt to determine how the superseded data were derived.
 NT0039
 NT0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM664810(NAD 83)
 NT0039_MARKER: DB = BENCH MARK DISK
 NT0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0039_STAMPING: W 50 1934
 NT0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0039+STABILITY: SURFACE MOTION
 NT0039
 NT0039  HISTORY     - Date     Condition        Report By
 NT0039  HISTORY     - 1934     MONUMENTED       CGS
 NT0039  HISTORY     - 1957     MARK NOT FOUND   NGS
 NT0039
 NT0039                          STATION DESCRIPTION
 NT0039
 NT0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NT0039'18.9 MI SW FROM BIG PINEY.
 NT0039'IN SUBLETTE COUNTY, 18.9 MILES SOUTHWEST ALONG U.S. HWY 89 FROM THE
 NT0039'POST OFFICE AT BIG PINEY, SUBLETTE COUNTY, 1.1 MILE NORTHEAST OF THE
 NT0039'POST OFFICE AT TULSA, LINCOLN COUNTY, ABOUT 700 FEET NORTHWEST OF A
 NT0039'STUCCO HOUSE SOUTHEAST OF THE HIGHWAY, ABOUT 350 FEET NORTHWEST OF A
 NT0039'STUCCO HOUSE, SOUTHEAST OF THE HIGHWAY, ABOUT 350 FEET NORTHEAST OF
 NT0039'THE ROAD LEADING TO THE HOUSE, AND 43 FEET NORTHWEST OF THE CENTERLINE
 NT0039'OF THE HIGHWAY.  A STANDARD DISK, STAMPED W 50 1934 AND SET IN THE TOP
 NT0039'OF A CONCRETE POST.  NOTE-- THE CONCRETE POST HAS BEEN HIT BY A
 NT0039'VEHICLE AND IS CANTED ABOUT 4 DEG OFF PERPENDICULAR AND LOOSE IN THE
 NT0039'GROUND.  NOT USABLE FOR PRECISE WORK, BUT RECOMMENDED LEAVING IT IN
 NT0039'POSITION.  SUITABLE FOR WORK TO ACCURACY OF 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0225 ***********************************************************************
 MR0225  DESIGNATION -  W 51
 MR0225  PID         -  MR0225
 MR0225  STATE/COUNTY-  WY/LINCOLN
 MR0225  USGS QUAD   -  KEMMERER (1985)
 MR0225
 MR0225                         *CURRENT SURVEY CONTROL
 MR0225  ___________________________________________________________________
 MR0225* NAD 83(1986)-  41 51 32.     (N)    110 31 47.     (W)     SCALED    
 MR0225* NAVD 88     -      2140.395  (meters)    7022.28   (feet)  ADJUSTED  
 MR0225  ___________________________________________________________________
 MR0225  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 MR0225  DYNAMIC HT  -        2138.536 (meters)    7016.18  (feet)  COMP
 MR0225  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 MR0225
 MR0225  VERT ORDER  -  SECOND    CLASS 0
 MR0225
 MR0225.The horizontal coordinates were scaled from a topographic map and have
 MR0225.an estimated accuracy of +/- 6 seconds.
 MR0225
 MR0225.The orthometric height was determined by differential leveling
 MR0225.and adjusted by the National Geodetic Survey in June 1991..
 MR0225
 MR0225.The geoid height was determined by GEOID03.
 MR0225
 MR0225.The dynamic height is computed by dividing the NAVD 88
 MR0225.geopotential number by the normal gravity value computed on the
 MR0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0225.degrees latitude (g = 980.6199 gals.).
 MR0225
 MR0225.The modeled gravity was interpolated from observed gravity values.
 MR0225
 MR0225;                    North         East    Units  Estimated Accuracy
 MR0225;SPC WY W     -   251,000.      762,940.      MT  (+/- 180 meters Scaled)
 MR0225
 MR0225                          SUPERSEDED SURVEY CONTROL
 MR0225
 MR0225  NGVD 29 (??/??/92) 2138.985  (m)         7017.65   (f) ADJ UNCH    2 0
 MR0225
 MR0225.Superseded values are not recommended for survey control.
 MR0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0225.See file dsdata.txt to determine how the superseded data were derived.
 MR0225
 MR0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM390342(NAD 83)
 MR0225_MARKER: DB = BENCH MARK DISK
 MR0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0225_STAMPING: W 51 1934
 MR0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0225+STABILITY: SURFACE MOTION
 MR0225
 MR0225  HISTORY     - Date     Condition        Report By
 MR0225  HISTORY     - 1934     MONUMENTED       CGS
 MR0225  HISTORY     - 1936     GOOD             NGS
 MR0225
 MR0225                          STATION DESCRIPTION
 MR0225
 MR0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 MR0225'5.1 MI N FROM KEMMERER.
 MR0225'ALONG WYOMING STATE HIGHWAY 287, 3.5 MILES NORTH OF FRONTIER, AND 0.5
 MR0225'MILE NORTH OF SUSIE.  106.3 FEET EAST OF EAST RAIL OF UNION PACIFIC
 MR0225'RAILROAD.  34.9 FEET WEST OF CENTERLINE OF HIGHWAY.  MARK SET IN TOP
 MR0225'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0043 ***********************************************************************
 NQ0043  DESIGNATION -  W 53
 NQ0043  PID         -  NQ0043
 NQ0043  STATE/COUNTY-  WY/NIOBRARA
 NQ0043  USGS QUAD   -  HAT CREEK (1981)
 NQ0043
 NQ0043                         *CURRENT SURVEY CONTROL
 NQ0043  ___________________________________________________________________
 NQ0043* NAD 83(1986)-  42 57 44.     (N)    104 21 48.     (W)     SCALED    
 NQ0043* NAVD 88     -      1341.409  (meters)    4400.94   (feet)  ADJUSTED  
 NQ0043  ___________________________________________________________________
 NQ0043  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 NQ0043  DYNAMIC HT  -        1340.718 (meters)    4398.67  (feet)  COMP
 NQ0043  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 NQ0043
 NQ0043  VERT ORDER  -  SECOND    CLASS 0
 NQ0043
 NQ0043.The horizontal coordinates were scaled from a topographic map and have
 NQ0043.an estimated accuracy of +/- 6 seconds.
 NQ0043
 NQ0043.The orthometric height was determined by differential leveling
 NQ0043.and adjusted by the National Geodetic Survey in June 1991..
 NQ0043
 NQ0043.The geoid height was determined by GEOID03.
 NQ0043
 NQ0043.The dynamic height is computed by dividing the NAVD 88
 NQ0043.geopotential number by the normal gravity value computed on the
 NQ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0043.degrees latitude (g = 980.6199 gals.).
 NQ0043
 NQ0043.The modeled gravity was interpolated from observed gravity values.
 NQ0043
 NQ0043;                    North         East    Units  Estimated Accuracy
 NQ0043;SPC WY E     -   273,770.      265,540.      MT  (+/- 180 meters Scaled)
 NQ0043
 NQ0043                          SUPERSEDED SURVEY CONTROL
 NQ0043
 NQ0043  NGVD 29 (??/??/92) 1340.741  (m)         4398.75   (f) ADJ UNCH    2 0
 NQ0043
 NQ0043.Superseded values are not recommended for survey control.
 NQ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0043.See file dsdata.txt to determine how the superseded data were derived.
 NQ0043
 NQ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH519568(NAD 83)
 NQ0043_MARKER: DB = BENCH MARK DISK
 NQ0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0043_SP_SET: CULVERT
 NQ0043_STAMPING: W 53 1934
 NQ0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0043
 NQ0043  HISTORY     - Date     Condition        Report By
 NQ0043  HISTORY     - 1934     MONUMENTED       CGS
 NQ0043  HISTORY     - 1941     GOOD             NGS
 NQ0043  HISTORY     - 1976     GOOD             USGS
 NQ0043
 NQ0043                          STATION DESCRIPTION
 NQ0043
 NQ0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0043'15.7 MI N FROM LUSK.
 NQ0043'15.7 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 NQ0043'AT LUSK, NIOBRARA COUNTY, AT A 7- BY 7-FOOT CONCRETE-BOX CULVERT,
 NQ0043'IN THE CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL, 14.5
 NQ0043'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 5 INCHES HIGHER
 NQ0043'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED W 53 1934.
 NQ0043
 NQ0043                          STATION RECOVERY (1976)
 NQ0043
 NQ0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NQ0043'16.1 MILES NORTH ALONG U.S. HIGHWAY 85 FROM COOUNTY COURTHOUSE AT
 NQ0043'LUSK, NIOBRARA COUNTY, THENCE EAST FOR 0.15 MILE AND 0.4 MILE SOUTH
 NQ0043'ALONG THE OLD HIGHWAY TO A 7- BY 7-FOOT CONCRETE-BOX CULVERT, IN THE
 NQ0043'CENTER OF THE WEST CONCRETE HEAD WALL, 14.5 WEST OF THE CENTERLINE OF
 NQ0043'THE HIGHWAY, AND ABOUT 10 INCHES ABOVE THE HIGHWAY. A STANDARD DISK,
 NQ0043'STAMPED "53 19".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0147 ***********************************************************************
 OU0147  DESIGNATION -  W 54
 OU0147  PID         -  OU0147
 OU0147  STATE/COUNTY-  WY/NIOBRARA
 OU0147  USGS QUAD   -  FUNNY ROCK (1981)
 OU0147
 OU0147                         *CURRENT SURVEY CONTROL
 OU0147  ___________________________________________________________________
 OU0147* NAD 83(1986)-  43 13 26.     (N)    104 33 42.     (W)     SCALED    
 OU0147* NAVD 88     -      1301.802  (meters)    4271.00   (feet)  ADJUSTED  
 OU0147  ___________________________________________________________________
 OU0147  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 OU0147  DYNAMIC HT  -        1301.145 (meters)    4268.84  (feet)  COMP
 OU0147  MODELED GRAV-     980,070.1   (mgal)                       NAVD 88
 OU0147
 OU0147  VERT ORDER  -  SECOND    CLASS 0
 OU0147
 OU0147.The horizontal coordinates were scaled from a topographic map and have
 OU0147.an estimated accuracy of +/- 6 seconds.
 OU0147
 OU0147.The orthometric height was determined by differential leveling
 OU0147.and adjusted by the National Geodetic Survey in June 1991..
 OU0147
 OU0147.The geoid height was determined by GEOID03.
 OU0147
 OU0147.The dynamic height is computed by dividing the NAVD 88
 OU0147.geopotential number by the normal gravity value computed on the
 OU0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0147.degrees latitude (g = 980.6199 gals.).
 OU0147
 OU0147.The modeled gravity was interpolated from observed gravity values.
 OU0147
 OU0147;                    North         East    Units  Estimated Accuracy
 OU0147;SPC WY E     -   302,700.      249,150.      MT  (+/- 180 meters Scaled)
 OU0147
 OU0147                          SUPERSEDED SURVEY CONTROL
 OU0147
 OU0147  NGVD 29 (??/??/92) 1301.094  (m)         4268.67   (f) ADJ UNCH    2 0
 OU0147
 OU0147.Superseded values are not recommended for survey control.
 OU0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0147.See file dsdata.txt to determine how the superseded data were derived.
 OU0147
 OU0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH355857(NAD 83)
 OU0147_MARKER: DB = BENCH MARK DISK
 OU0147_SETTING: 66 = SET IN ROCK OUTCROP
 OU0147_SP_SET: SANDSTONE ROCK
 OU0147_STAMPING: W 54 1934
 OU0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0147+STABILITY: POSITION/ELEVATION WELL
 OU0147
 OU0147  HISTORY     - Date     Condition        Report By
 OU0147  HISTORY     - 1934     MONUMENTED       CGS
 OU0147  HISTORY     - 1957     GOOD             NGS
 OU0147  HISTORY     - 1976     GOOD             USGS
 OU0147
 OU0147                          STATION DESCRIPTION
 OU0147
 OU0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0147'20.6 MI N FROM LANCE CREEK.
 OU0147'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0147'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0147'THENCE 12.25 MILES NORTHWEST ALONG A WINDING TRACK ROAD, 70 FEET
 OU0147'EAST OF THE TOP OF A HILL, 33 FEET WEST OF THE CENTER LINE OF A
 OU0147'ROAD, 4 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 OU0147'CONCRETE POST, AT THE EAST SIDE OF A LARGE SANDSTONE ROCK, IN
 OU0147'SECTION 32, TOWNSHIP 38 NORTH, RANGE 64 WEST.
 OU0147
 OU0147                          STATION RECOVERY (1976)
 OU0147
 OU0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0147'LANCE CREEK POST OFFICE, 7.0 MI EAST FROM ALONG STATE HWY. 270 FROM,
 OU0147'THENCE, MILES NORTH TO THE TOP OF A HILL ALONG A GRADED DIRT ROAD,
 OU0147'THENCE, 0.35 MI NORTH ALONG A TRACK ROAD, IN SEC. 32, T 38 N., R 64
 OU0147'W., 70 FEET EAST OF THE TOP OF A HILL , 33 FEET WEST OF THE CENTER OF
 OU0147'TRACK ROAD, 4 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 OU0147'CONCRETE POST, AT THE EAST SIDE OF A LARGE SANDSTONE ROCK PROJECTING
 OU0147'1.2 FEET A ABOVE THE ROCK. A STANDARD DISK STAMPED "W 54 1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0185 ***********************************************************************
 OU0185  DESIGNATION -  W 55
 OU0185  PID         -  OU0185
 OU0185  STATE/COUNTY-  WY/WESTON
 OU0185  USGS QUAD   -  DUPONT CREEK (1982)
 OU0185
 OU0185                         *CURRENT SURVEY CONTROL
 OU0185  ___________________________________________________________________
 OU0185* NAD 83(1986)-  43 44 05.     (N)    104 35 05.     (W)     SCALED    
 OU0185* NAVD 88     -      1316.181  (meters)    4318.17   (feet)  ADJUSTED  
 OU0185  ___________________________________________________________________
 OU0185  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 OU0185  DYNAMIC HT  -        1315.577 (meters)    4316.19  (feet)  COMP
 OU0185  MODELED GRAV-     980,114.3   (mgal)                       NAVD 88
 OU0185
 OU0185  VERT ORDER  -  SECOND    CLASS 0
 OU0185
 OU0185.The horizontal coordinates were scaled from a topographic map and have
 OU0185.an estimated accuracy of +/- 6 seconds.
 OU0185
 OU0185.The orthometric height was determined by differential leveling
 OU0185.and adjusted by the National Geodetic Survey in June 1991..
 OU0185
 OU0185.The geoid height was determined by GEOID03.
 OU0185
 OU0185.The dynamic height is computed by dividing the NAVD 88
 OU0185.geopotential number by the normal gravity value computed on the
 OU0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0185.degrees latitude (g = 980.6199 gals.).
 OU0185
 OU0185.The modeled gravity was interpolated from observed gravity values.
 OU0185
 OU0185;                    North         East    Units  Estimated Accuracy
 OU0185;SPC WY E     -   359,440.      246,880.      MT  (+/- 180 meters Scaled)
 OU0185
 OU0185                          SUPERSEDED SURVEY CONTROL
 OU0185
 OU0185  NGVD 29 (??/??/92) 1315.517  (m)         4315.99   (f) ADJ UNCH    2 0
 OU0185
 OU0185.Superseded values are not recommended for survey control.
 OU0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0185.See file dsdata.txt to determine how the superseded data were derived.
 OU0185
 OU0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ334424(NAD 83)
 OU0185_MARKER: DB = BENCH MARK DISK
 OU0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0185_STAMPING: W-55 1934
 OU0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0185+STABILITY: SURFACE MOTION
 OU0185
 OU0185  HISTORY     - Date     Condition        Report By
 OU0185  HISTORY     - 1934     MONUMENTED       CGS
 OU0185  HISTORY     - 1938     GOOD             NGS
 OU0185  HISTORY     - 1975     MARK NOT FOUND   USGS
 OU0185
 OU0185                          STATION DESCRIPTION
 OU0185
 OU0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OU0185'6.5 MI NE FROM CLARETON.
 OU0185'ALONG THE NEWCASTLE-CLARETON-HAMPSHIRE ROAD, 0.9 MILE SOUTHWEST
 OU0185'OF STATLERS STORE, AT ENTRANCE TO RANCH, 21 FEET NORTHWEST
 OU0185'OF CENTERLINE OF ROAD, 2 FEET SOUTH OF CORNER POST OF FENCE
 OU0185'AND GATE.  A STANDARD TABLET SET IN TOP OF A PRECAST CONCRETE POST.
 OU0185
 OU0185                          STATION RECOVERY (1975)
 OU0185
 OU0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OU0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0201 ***********************************************************************
 OU0201  DESIGNATION -  W 57
 OU0201  PID         -  OU0201
 OU0201  STATE/COUNTY-  WY/CAMPBELL
 OU0201  USGS QUAD   -  TECKLA SW (1971)
 OU0201
 OU0201                         *CURRENT SURVEY CONTROL
 OU0201  ___________________________________________________________________
 OU0201* NAD 83(1986)-  43 31 26.     (N)    105 24 51.     (W)     SCALED    
 OU0201* NAVD 88     -      1506.341  (meters)    4942.05   (feet)  ADJUSTED  
 OU0201  ___________________________________________________________________
 OU0201  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 OU0201  DYNAMIC HT  -        1505.524 (meters)    4939.37  (feet)  COMP
 OU0201  MODELED GRAV-     980,024.3   (mgal)                       NAVD 88
 OU0201
 OU0201  VERT ORDER  -  SECOND    CLASS 0
 OU0201
 OU0201.The horizontal coordinates were scaled from a topographic map and have
 OU0201.an estimated accuracy of +/- 6 seconds.
 OU0201
 OU0201.The orthometric height was determined by differential leveling
 OU0201.and adjusted by the National Geodetic Survey in June 1991..
 OU0201
 OU0201.The geoid height was determined by GEOID03.
 OU0201
 OU0201.The dynamic height is computed by dividing the NAVD 88
 OU0201.geopotential number by the normal gravity value computed on the
 OU0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0201.degrees latitude (g = 980.6199 gals.).
 OU0201
 OU0201.The modeled gravity was interpolated from observed gravity values.
 OU0201
 OU0201;                    North         East    Units  Estimated Accuracy
 OU0201;SPC WY E     -   335,880.      179,990.      MT  (+/- 180 meters Scaled)
 OU0201
 OU0201                          SUPERSEDED SURVEY CONTROL
 OU0201
 OU0201  NGVD 29 (??/??/92) 1505.52   (m)         4939.4    (f) COMPUTED    2 0
 OU0201
 OU0201.Superseded values are not recommended for survey control.
 OU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0201.See file dsdata.txt to determine how the superseded data were derived.
 OU0201
 OU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ665190(NAD 83)
 OU0201_MARKER: DB = BENCH MARK DISK
 OU0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0201_STAMPING: W-57 1934
 OU0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0201+STABILITY: SURFACE MOTION
 OU0201
 OU0201  HISTORY     - Date     Condition        Report By
 OU0201  HISTORY     - 1934     MONUMENTED       CGS
 OU0201
 OU0201                          STATION DESCRIPTION
 OU0201
 OU0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0201'9.8 MI NW FROM VERSE.
 OU0201'IN CAMPBELL COUNTY, ABOUT 9.8 MILES NORTHWEST ALONG THE ROAD
 OU0201'LEADING TO PINE TREE FROM VERSE, CONVERSE COUNTY, ABOUT 4 MILES
 OU0201'NORTH OF THE CROSSING OF ANTELOPE CREEK, OPPOSITE A SMALL CRATER
 OU0201'EAST OF THE ROAD, AND 58 FEET WEST OF THE CENTER LINE OF THE ROAD.
 OU0201'A STANDARD DISK, STAMPED W 57 1934 AND SET IN THE TOP OF A
 OU0201'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0670 ***********************************************************************
 PV0670  DESIGNATION -  W 59 RESET
 PV0670  PID         -  PV0670
 PV0670  STATE/COUNTY-  WY/CROOK
 PV0670  USGS QUAD   -  CARLILE (1984)
 PV0670
 PV0670                         *CURRENT SURVEY CONTROL
 PV0670  ___________________________________________________________________
 PV0670* NAD 83(1986)-  44 28 57.     (N)    104 48 24.     (W)     SCALED    
 PV0670* NAVD 88     -      1257.54   (meters)    4125.8    (feet)  RESET     
 PV0670  ___________________________________________________________________
 PV0670  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 PV0670
 PV0670  VERT ORDER  -  THIRD
 PV0670
 PV0670.The horizontal coordinates were scaled from a topographic map and have
 PV0670.an estimated accuracy of +/- 6 seconds.
 PV0670
 PV0670.The orthometric height was computed from unverified reset data.
 PV0670
 PV0670.The geoid height was determined by GEOID03.
 PV0670
 PV0670;                    North         East    Units  Estimated Accuracy
 PV0670;SPC WY E     -   442,420.      228,640.      MT  (+/- 180 meters Scaled)
 PV0670
 PV0670                          SUPERSEDED SURVEY CONTROL
 PV0670
 PV0670  NGVD 29 (03/28/06) 1256.95   (m)         4123.8    (f) RESET       3  
 PV0670
 PV0670.Superseded values are not recommended for survey control.
 PV0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0670.See file dsdata.txt to determine how the superseded data were derived.
 PV0670
 PV0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK153254(NAD 83)
 PV0670_MARKER: DV = VERTICAL CONTROL DISK
 PV0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0670_SP_SET: CONCRETE POST
 PV0670_STAMPING: W 59 RESET 1984
 PV0670_MARK LOGO: NGS   
 PV0670_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0670+STABILITY: SURFACE MOTION
 PV0670
 PV0670  HISTORY     - Date     Condition        Report By
 PV0670  HISTORY     - 1984     MONUMENTED       WYHD
 PV0670
 PV0670                          STATION DESCRIPTION
 PV0670
 PV0670'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1984
 PV0670'0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PV0670'CARLILE, 48 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET
 PV0670'NORTH OF THE NORTHWEST CORNER OF A CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0195 ***********************************************************************
 PV0195  DESIGNATION -  W 60
 PV0195  PID         -  PV0195
 PV0195  STATE/COUNTY-  WY/CROOK
 PV0195  USGS QUAD   -  ROCKYPOINT (1972)
 PV0195
 PV0195                         *CURRENT SURVEY CONTROL
 PV0195  ___________________________________________________________________
 PV0195* NAD 83(1986)-  44 57 11.     (N)    105 02 28.     (W)     SCALED    
 PV0195* NAVD 88     -      1204.700  (meters)    3952.42   (feet)  ADJUSTED  
 PV0195  ___________________________________________________________________
 PV0195  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 PV0195  DYNAMIC HT  -        1204.344 (meters)    3951.25  (feet)  COMP
 PV0195  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 PV0195
 PV0195  VERT ORDER  -  SECOND    CLASS 0
 PV0195
 PV0195.The horizontal coordinates were scaled from a topographic map and have
 PV0195.an estimated accuracy of +/- 6 seconds.
 PV0195
 PV0195.The orthometric height was determined by differential leveling
 PV0195.and adjusted by the National Geodetic Survey in June 1991..
 PV0195
 PV0195.The geoid height was determined by GEOID03.
 PV0195
 PV0195.The dynamic height is computed by dividing the NAVD 88
 PV0195.geopotential number by the normal gravity value computed on the
 PV0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0195.degrees latitude (g = 980.6199 gals.).
 PV0195
 PV0195.The modeled gravity was interpolated from observed gravity values.
 PV0195
 PV0195;                    North         East    Units  Estimated Accuracy
 PV0195;SPC WY E     -   494,660.      209,910.      MT  (+/- 180 meters Scaled)
 PV0195
 PV0195                          SUPERSEDED SURVEY CONTROL
 PV0195
 PV0195  NGVD 29 (??/??/92) 1204.066  (m)         3950.34   (f) ADJ UNCH    2 0
 PV0195
 PV0195.Superseded values are not recommended for survey control.
 PV0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0195.See file dsdata.txt to determine how the superseded data were derived.
 PV0195
 PV0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK967777(NAD 83)
 PV0195_MARKER: DB = BENCH MARK DISK
 PV0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0195_STAMPING: W 60 1934
 PV0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0195+STABILITY: SURFACE MOTION
 PV0195
 PV0195  HISTORY     - Date     Condition        Report By
 PV0195  HISTORY     - 1934     MONUMENTED       CGS
 PV0195  HISTORY     - 1972     MARK NOT FOUND   USGS
 PV0195
 PV0195                          STATION DESCRIPTION
 PV0195
 PV0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0195'2.4 MI S FROM LIGHTNING FLAT.
 PV0195'ABOUT 2.4 MILES SOUTH ALONG THE ROAD LEADING TO ROCKYPOINT FROM
 PV0195'LIGHTNING FLAT, CROOK COUNTY, ABOUT 1/2 MILE NORTH OF A CORNER IN
 PV0195'THE ROAD TO THE NORTH AND TO THE WEST, ON THE FIRST HILL NORTH OF
 PV0195'THE CORNER, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 2.0
 PV0195'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 PV0195'W 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PV0195
 PV0195                          STATION RECOVERY (1972)
 PV0195
 PV0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PV0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0059 ***********************************************************************
 PV0059  DESIGNATION -  W 61
 PV0059  PID         -  PV0059
 PV0059  STATE/COUNTY-  WY/CROOK
 PV0059  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0059
 PV0059                         *CURRENT SURVEY CONTROL
 PV0059  ___________________________________________________________________
 PV0059* NAD 83(1986)-  44 24 00.     (N)    104 26 53.     (W)     SCALED    
 PV0059* NAVD 88     -      1632.656  (meters)    5356.47   (feet)  ADJUSTED  
 PV0059  ___________________________________________________________________
 PV0059  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 PV0059  DYNAMIC HT  -        1631.997 (meters)    5354.31  (feet)  COMP
 PV0059  MODELED GRAV-     980,154.8   (mgal)                       NAVD 88
 PV0059
 PV0059  VERT ORDER  -  SECOND    CLASS 0
 PV0059
 PV0059.The horizontal coordinates were scaled from a topographic map and have
 PV0059.an estimated accuracy of +/- 6 seconds.
 PV0059
 PV0059.The orthometric height was determined by differential leveling
 PV0059.and adjusted by the National Geodetic Survey in June 1991..
 PV0059
 PV0059.The geoid height was determined by GEOID03.
 PV0059
 PV0059.The dynamic height is computed by dividing the NAVD 88
 PV0059.geopotential number by the normal gravity value computed on the
 PV0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0059.degrees latitude (g = 980.6199 gals.).
 PV0059
 PV0059.The modeled gravity was interpolated from observed gravity values.
 PV0059
 PV0059;                    North         East    Units  Estimated Accuracy
 PV0059;SPC WY E     -   433,440.      257,250.      MT  (+/- 180 meters Scaled)
 PV0059
 PV0059                          SUPERSEDED SURVEY CONTROL
 PV0059
 PV0059  NGVD 29 (??/??/92) 1632.014  (m)         5354.37   (f) ADJ UNCH    2 0
 PV0059
 PV0059.Superseded values are not recommended for survey control.
 PV0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0059.See file dsdata.txt to determine how the superseded data were derived.
 PV0059
 PV0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK439164(NAD 83)
 PV0059_MARKER: DB = BENCH MARK DISK
 PV0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0059_STAMPING: W 61 1934
 PV0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0059+STABILITY: SURFACE MOTION
 PV0059
 PV0059  HISTORY     - Date     Condition        Report By
 PV0059  HISTORY     - 1934     MONUMENTED       CGS
 PV0059  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0059
 PV0059                          STATION DESCRIPTION
 PV0059
 PV0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0059'4.3 MI W FROM SUNDANCE.
 PV0059'4.3 MILES WEST OF COURTHOUSE.  ALONG U.S. HIGHWAY 16, BETWEEN
 PV0059'SUNDANCE AND CARLILE, NEAR THE TOP OF A LONG HILL OPPOSITE THE
 PV0059'MOST SOUTHERLY PART OF A HIGHWAY CURVE WHICH IS BETWEEN TWO
 PV0059'DEEP CUTS.  ON THE SOUTH SLOPE OF A HILL TO THE NORTH OF ROAD,
 PV0059'45 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 16, AND 6.0 FEET
 PV0059'SOUTH OF RIGHT OF WAY FENCE.  STANDARD DISK STAMPED W 61 1934.
 PV0059
 PV0059                          STATION RECOVERY (1957)
 PV0059
 PV0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 PV0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0004 ***********************************************************************
 OU0004  DESIGNATION -  W 62
 OU0004  PID         -  OU0004
 OU0004  STATE/COUNTY-  WY/WESTON
 OU0004  USGS QUAD   -  CAMBRIA (1984)
 OU0004
 OU0004                         *CURRENT SURVEY CONTROL
 OU0004  ___________________________________________________________________
 OU0004* NAD 83(1986)-  43 52 50.     (N)    104 11 19.     (W)     SCALED    
 OU0004* NAVD 88     -      1497.643  (meters)    4913.52   (feet)  ADJUSTED  
 OU0004  ___________________________________________________________________
 OU0004  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 OU0004  DYNAMIC HT  -        1496.954 (meters)    4911.26  (feet)  COMP
 OU0004  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 OU0004
 OU0004  VERT ORDER  -  SECOND    CLASS 0
 OU0004
 OU0004.The horizontal coordinates were scaled from a topographic map and have
 OU0004.an estimated accuracy of +/- 6 seconds.
 OU0004
 OU0004.The orthometric height was determined by differential leveling
 OU0004.and adjusted by the National Geodetic Survey in June 1991..
 OU0004
 OU0004.The geoid height was determined by GEOID03.
 OU0004
 OU0004.The dynamic height is computed by dividing the NAVD 88
 OU0004.geopotential number by the normal gravity value computed on the
 OU0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0004.degrees latitude (g = 980.6199 gals.).
 OU0004
 OU0004.The modeled gravity was interpolated from observed gravity values.
 OU0004
 OU0004;                    North         East    Units  Estimated Accuracy
 OU0004;SPC WY E     -   375,940.      278,600.      MT  (+/- 180 meters Scaled)
 OU0004
 OU0004                          SUPERSEDED SURVEY CONTROL
 OU0004
 OU0004  NGVD 29 (??/??/92) 1496.981  (m)         4911.35   (f) ADJ UNCH    2 0
 OU0004
 OU0004.Superseded values are not recommended for survey control.
 OU0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0004.See file dsdata.txt to determine how the superseded data were derived.
 OU0004
 OU0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ651589(NAD 83)
 OU0004_MARKER: DB = BENCH MARK DISK
 OU0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0004_STAMPING: W 62 1934
 OU0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0004+STABILITY: SURFACE MOTION
 OU0004
 OU0004  HISTORY     - Date     Condition        Report By
 OU0004  HISTORY     - 1934     MONUMENTED       CGS
 OU0004
 OU0004                          STATION DESCRIPTION
 OU0004
 OU0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0004'2.3 MI NE FROM NEWCASTLE.
 OU0004'2.3 MILES NORTHEAST BY HIGHWAY.  ALONG U.S. HIGHWAY 85, BETWEEN
 OU0004'LEAD, SOUTH DAKOTA AND NEWCASTLE, WYOMING, ON THE TOP OF THE
 OU0004'FIRST HILL NORTHEAST OF NEWCASTLE, 38 FEET EAST OF THE CENTERLINE
 OU0004'OF THE HIGHWAY, AND 13 FEET SOUTH OF GATE AND CENTERLINE OF
 OU0004'CATTLE GUARD.  2.3 MILES NORTH OF POST OFFICE IN NEWCASTLE BY
 OU0004'HIGHWAY.  STANDARD DISK STAMPED W 62 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0005 ***********************************************************************
 OU0005  DESIGNATION -  W 62 RESET
 OU0005  PID         -  OU0005
 OU0005  STATE/COUNTY-  WY/WESTON
 OU0005  USGS QUAD   -  CAMBRIA (1984)
 OU0005
 OU0005                         *CURRENT SURVEY CONTROL
 OU0005  ___________________________________________________________________
 OU0005* NAD 83(1986)-  43 52 50.     (N)    104 11 19.     (W)     SCALED    
 OU0005* NAVD 88     -      1496.706  (meters)    4910.44   (feet)  ADJUSTED  
 OU0005  ___________________________________________________________________
 OU0005  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 OU0005  DYNAMIC HT  -        1496.017 (meters)    4908.18  (feet)  COMP
 OU0005  MODELED GRAV-     980,105.2   (mgal)                       NAVD 88
 OU0005
 OU0005  VERT ORDER  -  FIRST     CLASS II
 OU0005
 OU0005.The horizontal coordinates were scaled from a topographic map and have
 OU0005.an estimated accuracy of +/- 6 seconds.
 OU0005
 OU0005.The orthometric height was determined by differential leveling
 OU0005.and adjusted by the National Geodetic Survey in June 1991..
 OU0005
 OU0005.The geoid height was determined by GEOID03.
 OU0005
 OU0005.The dynamic height is computed by dividing the NAVD 88
 OU0005.geopotential number by the normal gravity value computed on the
 OU0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0005.degrees latitude (g = 980.6199 gals.).
 OU0005
 OU0005.The modeled gravity was interpolated from observed gravity values.
 OU0005
 OU0005;                    North         East    Units  Estimated Accuracy
 OU0005;SPC WY E     -   375,940.      278,600.      MT  (+/- 180 meters Scaled)
 OU0005
 OU0005                          SUPERSEDED SURVEY CONTROL
 OU0005
 OU0005  NGVD 29 (??/??/??) 1496.05   (m)         4908.3    (f) RESET       3  
 OU0005
 OU0005.Superseded values are not recommended for survey control.
 OU0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0005.See file dsdata.txt to determine how the superseded data were derived.
 OU0005
 OU0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ651589(NAD 83)
 OU0005_MARKER: DB = BENCH MARK DISK
 OU0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0005_SP_SET: CONCRETE POST
 OU0005_STAMPING: W 62 RESET 1965
 OU0005_MARK LOGO: CGS   
 OU0005_PROJECTION: PROJECTING 6 CENTIMETERS
 OU0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0005+STABILITY: SURFACE MOTION
 OU0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0005+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 OU0005
 OU0005  HISTORY     - Date     Condition        Report By
 OU0005  HISTORY     - 1965     MONUMENTED       WYHD
 OU0005  HISTORY     - 1985     GOOD             NGS
 OU0005  HISTORY     - 20040310 GOOD             INDIV
 OU0005
 OU0005                          STATION DESCRIPTION
 OU0005
 OU0005'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1965
 OU0005'2.3 MI N FROM NEWCASTLE.
 OU0005'ABOUT 2.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 OU0005'WITH U.S. HIGHWAY 16 AT NEWCASTLE, ON TOP OF THE FIRST HILL
 OU0005'NORTHEAST OF NEWCASTLE, 348 FEET NORTH OF THE CENTER OF A GATE
 OU0005'IN THE WEST RIGHT-OF-WAY FENCE, 97 FEET WEST OF ROADWAY STATION
 OU0005'110 + 23 AND SET ON A CONCRETE MOUND ABOUT 5 INCHES HIGH.
 OU0005
 OU0005                          STATION RECOVERY (1985)
 OU0005
 OU0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0005'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.65 KM
 OU0005'(2.9 MI) NORTH ALONG US HIGHWAY 85 FROM ITS OVERPASS BRIDGE OVER THE
 OU0005'BURLINGTON NORTHERN RAILROAD AT NEWCASTLE, 29.9 METERS (98 FT) WEST OF
 OU0005'THE HIGHWAY CENTERLINE, 106.5 METERS (349.5 FT) NORTH OF THE NORTH END
 OU0005'OF A GATE IN A RIGHT-OF-WAY FENCE, 76.2 METERS (250 FT) SOUTHWEST OF
 OU0005'MILEPOST 232, 5.3 METERS (17.5 FT) SOUTH OF THE EXTENDED CENTER OF A
 OU0005'DIRT ROAD LEADING EAST AND 0.6 METER (2 FT) EAST OF THE RIGHT-OF-WAY
 OU0005'FENCE.
 OU0005'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 OU0005'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 OU0005
 OU0005                          STATION RECOVERY (2004)
 OU0005
 OU0005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GEO)
 OU0005'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0173 ***********************************************************************
 NQ0173  DESIGNATION -  W 63
 NQ0173  PID         -  NQ0173
 NQ0173  STATE/COUNTY-  WY/PLATTE
 NQ0173  USGS QUAD   -  GUERNSEY RESERVOIR (1990)
 NQ0173
 NQ0173                         *CURRENT SURVEY CONTROL
 NQ0173  ___________________________________________________________________
 NQ0173* NAD 83(1986)-  42 18 20.     (N)    104 48 11.     (W)     SCALED    
 NQ0173* NAVD 88     -      1357.022  (meters)    4452.16   (feet)  ADJUSTED  
 NQ0173  ___________________________________________________________________
 NQ0173  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 NQ0173  DYNAMIC HT  -        1356.186 (meters)    4449.42  (feet)  COMP
 NQ0173  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 NQ0173
 NQ0173  VERT ORDER  -  SECOND    CLASS 0
 NQ0173
 NQ0173.The horizontal coordinates were scaled from a topographic map and have
 NQ0173.an estimated accuracy of +/- 6 seconds.
 NQ0173
 NQ0173.The orthometric height was determined by differential leveling
 NQ0173.and adjusted by the National Geodetic Survey in June 1991..
 NQ0173
 NQ0173.The geoid height was determined by GEOID03.
 NQ0173
 NQ0173.The dynamic height is computed by dividing the NAVD 88
 NQ0173.geopotential number by the normal gravity value computed on the
 NQ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0173.degrees latitude (g = 980.6199 gals.).
 NQ0173
 NQ0173.The modeled gravity was interpolated from observed gravity values.
 NQ0173
 NQ0173;                    North         East    Units  Estimated Accuracy
 NQ0173;SPC WY E     -   200,580.      229,980.      MT  (+/- 180 meters Scaled)
 NQ0173
 NQ0173                          SUPERSEDED SURVEY CONTROL
 NQ0173
 NQ0173  NGVD 29 (??/??/92) 1356.233  (m)         4449.57   (f) ADJ UNCH    2 0
 NQ0173
 NQ0173.Superseded values are not recommended for survey control.
 NQ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0173.See file dsdata.txt to determine how the superseded data were derived.
 NQ0173
 NQ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG162837(NAD 83)
 NQ0173_MARKER: DB = BENCH MARK DISK
 NQ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0173_STAMPING: W 63 1934
 NQ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0173+STABILITY: SURFACE MOTION
 NQ0173
 NQ0173  HISTORY     - Date     Condition        Report By
 NQ0173  HISTORY     - 1934     MONUMENTED       CGS
 NQ0173
 NQ0173                          STATION DESCRIPTION
 NQ0173
 NQ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0173'4 MI NW FROM GUERNSEY.
 NQ0173'4.0 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0173'RAILROAD FROM THE STATION AT GUERNSEY, NEAR MILEPOST 99, 95.5
 NQ0173'FEET SOUTH OF THE SOUTH RAIL, 13.4 FEET WEST OF THE CENTERLINE
 NQ0173'OF A GATE IN THE RIGHT-OF-WAY FENCE, AND 2 FEET NORTH OF THE
 NQ0173'FENCE.  A STANDARD DISK, STAMPED W 63 1934 AND SET IN THE TOP
 NQ0173'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0069 ***********************************************************************
 MP0069  DESIGNATION -  W 65
 MP0069  PID         -  MP0069
 MP0069  STATE/COUNTY-  WY/ALBANY
 MP0069  USGS QUAD   -  LAKE OWEN (1992)
 MP0069
 MP0069                         *CURRENT SURVEY CONTROL
 MP0069  ___________________________________________________________________
 MP0069* NAD 83(1986)-  41 12 46.     (N)    106 07 24.     (W)     SCALED    
 MP0069* NAVD 88     -      2420.655  (meters)    7941.77   (feet)  ADJUSTED  
 MP0069  ___________________________________________________________________
 MP0069  GEOID HEIGHT-         -10.71  (meters)                     GEOID03
 MP0069  DYNAMIC HT  -        2418.324 (meters)    7934.12  (feet)  COMP
 MP0069  MODELED GRAV-     979,573.0   (mgal)                       NAVD 88
 MP0069
 MP0069  VERT ORDER  -  FIRST     CLASS II
 MP0069
 MP0069.The horizontal coordinates were scaled from a topographic map and have
 MP0069.an estimated accuracy of +/- 6 seconds.
 MP0069
 MP0069.The orthometric height was determined by differential leveling
 MP0069.and adjusted by the National Geodetic Survey in June 1991..
 MP0069
 MP0069.The geoid height was determined by GEOID03.
 MP0069
 MP0069.The dynamic height is computed by dividing the NAVD 88
 MP0069.geopotential number by the normal gravity value computed on the
 MP0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0069.degrees latitude (g = 980.6199 gals.).
 MP0069
 MP0069.The modeled gravity was interpolated from observed gravity values.
 MP0069
 MP0069;                    North         East    Units  Estimated Accuracy
 MP0069;SPC WY E     -    79,590.      119,780.      MT  (+/- 180 meters Scaled)
 MP0069
 MP0069                          SUPERSEDED SURVEY CONTROL
 MP0069
 MP0069  NGVD 29 (??/??/92) 2419.387  (m)         7937.61   (f) ADJ UNCH    1 2
 MP0069
 MP0069.Superseded values are not recommended for survey control.
 MP0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0069.See file dsdata.txt to determine how the superseded data were derived.
 MP0069
 MP0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF058629(NAD 83)
 MP0069_MARKER: DB = BENCH MARK DISK
 MP0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0069_STAMPING: W 65 1934
 MP0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0069+STABILITY: SURFACE MOTION
 MP0069
 MP0069  HISTORY     - Date     Condition        Report By
 MP0069  HISTORY     - 1934     MONUMENTED       CGS
 MP0069  HISTORY     - 1956     GOOD             NGS
 MP0069
 MP0069                          STATION DESCRIPTION
 MP0069
 MP0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0069'2.6 MI N FROM ALBANY.
 MP0069'2.6 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0069'RAILROAD FROM THE STATION AT ALBANY, 200 FEET NORTHEAST OF THE 1ST
 MP0069'POLE NORTHWEST OF MILEPOST 36, 27 FEET NORTHEAST OF THE NORTHEAST
 MP0069'RAIL, 2 FEET SOUTHWEST OF A FENCE, 1.4 FEET NORTH OF A WITNESS POST,
 MP0069'AT THE NORTHWEST EDGE OF A GRAVEL PIT, SET IN THE TOP OF A CONCRETE
 MP0069'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN SECTION 2, TOWNSHIP
 MP0069'14 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0141 ***********************************************************************
 NT0141  FBN         -  This is a Federal Base Network Control Station.
 NT0141  DESIGNATION -  W 67
 NT0141  PID         -  NT0141
 NT0141  STATE/COUNTY-  WY/LINCOLN
 NT0141  USGS QUAD   -  AFTON (1980)
 NT0141
 NT0141                         *CURRENT SURVEY CONTROL
 NT0141  ___________________________________________________________________
 NT0141* NAD 83(1993)-  42 42 25.27015(N)    110 56 00.91556(W)     ADJUSTED  
 NT0141* NAVD 88     -      1889.782  (meters)    6200.06   (feet)  ADJUSTED  
 NT0141  ___________________________________________________________________
 NT0141  X           -  -1,677,623.751 (meters)                     COMP
 NT0141  Y           -  -4,385,546.429 (meters)                     COMP
 NT0141  Z           -   4,304,915.886 (meters)                     COMP
 NT0141  LAPLACE CORR-          11.05  (seconds)                    DEFLEC99
 NT0141  ELLIP HEIGHT-        1878.76  (meters)          (02/28/01) GPS OBS
 NT0141  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 NT0141  DYNAMIC HT  -        1888.397 (meters)    6195.52  (feet)  COMP
 NT0141  MODELED GRAV-     979,820.9   (mgal)                       NAVD 88
 NT0141
 NT0141  HORZ ORDER  -  B
 NT0141  VERT ORDER  -  SECOND    CLASS 0
 NT0141  ELLP ORDER  -  SECOND    CLASS I
 NT0141
 NT0141.The horizontal coordinates were established by GPS observations
 NT0141.and adjusted by the National Geodetic Survey in October 1994..
 NT0141
 NT0141.The orthometric height was determined by differential leveling
 NT0141.and adjusted by the National Geodetic Survey in June 1991..
 NT0141.WARNING-GPS observations at this control monument resulted in a GPS
 NT0141.derived orthometric height which differed from the leveled height by
 NT0141.more than one decimeter (0.1 meter).
 NT0141
 NT0141.Photographs are available for this station.
 NT0141
 NT0141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NT0141
 NT0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0141
 NT0141.The ellipsoidal height was determined by GPS observations
 NT0141.and is referenced to NAD 83.
 NT0141
 NT0141.The geoid height was determined by GEOID03.
 NT0141
 NT0141.The dynamic height is computed by dividing the NAVD 88
 NT0141.geopotential number by the normal gravity value computed on the
 NT0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0141.degrees latitude (g = 980.6199 gals.).
 NT0141
 NT0141.The modeled gravity was interpolated from observed gravity values.
 NT0141
 NT0141;                    North         East     Units Scale Factor Converg.
 NT0141;SPC WY W     -   345,459.195   730,345.089   MT  0.99999717   -0 34 36.1
 NT0141;UTM  12      - 4,728,282.782   505,438.809   MT  0.99960036   +0 02 42.2
 NT0141
 NT0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0141!SPC WY W     -   0.99970544  x   0.99999717  =   0.99970261
 NT0141!UTM  12      -   0.99970544  x   0.99960036  =   0.99930592
 NT0141
 NT0141                          SUPERSEDED SURVEY CONTROL
 NT0141
 NT0141  ELLIP H (10/19/94) 1878.80   (m)                       GP(       ) 4 1
 NT0141  NAVD 88 (02/28/01) 1889.78   (m)         6200.1    (f) LEVELING    3  
 NT0141  NGVD 29 (??/??/92) 1888.478  (m)         6195.78   (f) ADJ UNCH    2 0
 NT0141
 NT0141.Superseded values are not recommended for survey control.
 NT0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0141.See file dsdata.txt to determine how the superseded data were derived.
 NT0141
 NT0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN0543928283(NAD 83)
 NT0141_MARKER: DB = BENCH MARK DISK
 NT0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0141_STAMPING: W 67 1934
 NT0141_MARK LOGO: CGS   
 NT0141_MAGNETIC: N = NO MAGNETIC MATERIAL
 NT0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0141+STABILITY: SURFACE MOTION
 NT0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NT0141+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1999
 NT0141
 NT0141  HISTORY     - Date     Condition        Report By
 NT0141  HISTORY     - 1934     MONUMENTED       CGS
 NT0141  HISTORY     - 1981     GOOD             LOCSUR
 NT0141  HISTORY     - 19930719 GOOD             NGS
 NT0141  HISTORY     - 19990712 GOOD             NGS
 NT0141
 NT0141                          STATION DESCRIPTION
 NT0141
 NT0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0141'1.6 MI S FROM AFTON.
 NT0141'1.6 MILES SOUTH ALONG U.S. HIGHWAY 89 FROM THE STAR VALLEY HIGH SCHOOL
 NT0141'AT AFTON, LINCOLN COUNTY, 156 FEET WEST OF THE CHARLES ANDERSON
 NT0141'FARMHOUSE, 150 FEET SOUTH OF THE WEST END OF A CULVERT, 125 FEET SOUTH
 NT0141'OF THE JUNCTION OF A GRAVEL ROAD LEADING WEST, 40 FEET WEST OF THE
 NT0141'CENTER LINE OF THE HIGHWAY, AND 4 FEET SOUTHEAST OF POLE 6. A STANDARD
 NT0141'DISK, STAMPED W 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NT0141
 NT0141                          STATION RECOVERY (1981)
 NT0141
 NT0141'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 NT0141'IN RIGHT-OF-WAY OF HIGHWAY 89 ELY, 2 FT. OF R/W FENCE, WLY, 135 FT.
 NT0141'AND SLY, 270 FT. OF NE CORNER OF SECTION 1, T 31 N, R 119 W. SLY, 270
 NT0141'FT. OF CENTER-LINE OF PAPWORTH COUNTY ROAD NO. 12-145
 NT0141
 NT0141                          STATION RECOVERY (1993)
 NT0141
 NT0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 NT0141'STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTH OF AFTON, IN THE
 NT0141'SOUTHWEST ANGLE OF THE JUNCTION OF US HIGHWAY 89 AND COUNTY ROAD 145
 NT0141'(AIRPORT TURNOFF), ON HIGHWAY RIGHT-OF-WAY, AT MILE 83.9, IN WEEDS,
 NT0141'ADJACENT TO A HAY FIELD, IN THE SOUTHEAST CORNER OF SECTION 36, T 32
 NT0141'N, R 119 W.  OWNERSHIP--STATE HIGHWAY DEPARTMENT. TO REACH FROM THE
 NT0141'JUNCTION OF HIGHWAY 89 AND STATE HIGHWAY 238 AT THE SOUTH END OF THE
 NT0141'AFTON BUSINESS DISTRICT, GO SOUTH ON HIGHWAY 89 FOR 1.61 KM (1.00 MI)
 NT0141'TO COUNTY ROAD 145 ON THE RIGHT AND STATION ON THE RIGHT. STATION MARK
 NT0141'IS A DISK SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST PROJECTING 30
 NT0141'CM ABOVE GROUND.  POST IS CHIPPED BUT SOLID (POST WAS REPAIRED ON
 NT0141'10-20-93 TO PREVENT DISK FROM BEING REMOVED). IT IS 14.4 M (47.2 FT)
 NT0141'WEST OF, AND 1.0 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER, 37.2 M
 NT0141'(122.0 FT) SOUTH OF THE COUNTY ROAD 145, 8.5 M (27.9 FT) NORTH OF THE
 NT0141'NORTH GATEPOST AT FIELD ENTRANCE, 4.6 M (15.1 FT) NORTH-NORTHWEST OF
 NT0141'THE NORTH END OF A 24 INCH GALVANIZED PIPE UNDER A DRIVEWAY LEADING
 NT0141'WEST INTO A FIELD, 0.7 M (2.3 FT) EAST OF THE RIGHT-OF-WAY FENCE, AND
 NT0141'0.2 M (0.7 FT) NORTHWEST OF A METAL WITNESS POST. DESCRIBED BY
 NT0141'G.R.HEID
 NT0141
 NT0141                          STATION RECOVERY (1999)
 NT0141
 NT0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 NT0141'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 NT0141'CONDITION AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0058 ***********************************************************************
 NT0058  DESIGNATION -  W 68
 NT0058  PID         -  NT0058
 NT0058  STATE/COUNTY-  WY/LINCOLN
 NT0058  USGS QUAD   -  COKEVILLE (1967)
 NT0058
 NT0058                         *CURRENT SURVEY CONTROL
 NT0058  ___________________________________________________________________
 NT0058* NAD 83(1986)-  42 05 34.     (N)    110 57 50.     (W)     SCALED    
 NT0058* NAVD 88     -      1889.161  (meters)    6198.02   (feet)  ADJUSTED  
 NT0058  ___________________________________________________________________
 NT0058  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 NT0058  DYNAMIC HT  -        1887.650 (meters)    6193.06  (feet)  COMP
 NT0058  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 NT0058
 NT0058  VERT ORDER  -  SECOND    CLASS 0
 NT0058
 NT0058.The horizontal coordinates were scaled from a topographic map and have
 NT0058.an estimated accuracy of +/- 6 seconds.
 NT0058
 NT0058.The orthometric height was determined by differential leveling
 NT0058.and adjusted by the National Geodetic Survey in June 1991..
 NT0058
 NT0058.The geoid height was determined by GEOID03.
 NT0058
 NT0058.The dynamic height is computed by dividing the NAVD 88
 NT0058.geopotential number by the normal gravity value computed on the
 NT0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0058.degrees latitude (g = 980.6199 gals.).
 NT0058
 NT0058.The modeled gravity was interpolated from observed gravity values.
 NT0058
 NT0058;                    North         East    Units  Estimated Accuracy
 NT0058;SPC WY W     -   277,260.      727,160.      MT  (+/- 180 meters Scaled)
 NT0058
 NT0058                          SUPERSEDED SURVEY CONTROL
 NT0058
 NT0058  NGVD 29 (??/??/92) 1887.858  (m)         6193.75   (f) ADJ UNCH    2 0
 NT0058
 NT0058.Superseded values are not recommended for survey control.
 NT0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0058.See file dsdata.txt to determine how the superseded data were derived.
 NT0058
 NT0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM029600(NAD 83)
 NT0058_MARKER: DB = BENCH MARK DISK
 NT0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NT0058_SP_SET: RETAINING WALL
 NT0058_STAMPING: W 68 1934
 NT0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NT0058
 NT0058  HISTORY     - Date     Condition        Report By
 NT0058  HISTORY     - 1934     MONUMENTED       CGS
 NT0058  HISTORY     - 1967     MARK NOT FOUND   USGS
 NT0058
 NT0058                          STATION DESCRIPTION
 NT0058
 NT0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0058'0.6 MI NW FROM COKEVILLE.
 NT0058'0.6 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 NT0058'AT COKEVILLE, LINCOLN COUNTY, 0.2 MILE NORTHWEST OF MILEPOST 84, 750
 NT0058'FEET SOUTH OF SEMAPHORE 84.4, 450 FEET SOUTH OF CULVERT 84.33, AT
 NT0058'STEEL BRIDGE 84.24, IN THE TOP OF THE NORTHWEST CONCRETE RETAINING
 NT0058'WALL, AND 9 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK.  A
 NT0058'STANDARD DISK, STAMPED W 68 1934.  NOTE-- BRIDGE 84.24 HAS BEEN
 NT0058'ELEVATED APPROXIMATELY 1.5 FOOT - BENCH MARK PROBABLY COVERED BY
 NT0058'CONCRETE.
 NT0058
 NT0058                          STATION RECOVERY (1967)
 NT0058
 NT0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0226 ***********************************************************************
 PV0226  DESIGNATION -  W 7
 PV0226  PID         -  PV0226
 PV0226  STATE/COUNTY-  WY/CAMPBELL
 PV0226  USGS QUAD   -  FORTIN DRAW (1971)
 PV0226
 PV0226                         *CURRENT SURVEY CONTROL
 PV0226  ___________________________________________________________________
 PV0226* NAD 83(1986)-  44 17 25.     (N)    105 17 29.     (W)     SCALED    
 PV0226* NAVD 88     -      1329.156  (meters)    4360.74   (feet)  POSTED    
 PV0226  ___________________________________________________________________
 PV0226  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 PV0226  DYNAMIC HT  -        1328.620 (meters)    4358.98  (feet)  COMP
 PV0226  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 PV0226
 PV0226  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0226
 PV0226.The horizontal coordinates were scaled from a topographic map and have
 PV0226.an estimated accuracy of +/- 6 seconds.
 PV0226
 PV0226.The orthometric height was determined by differential leveling
 PV0226.and adjusted by the National Geodetic Survey in 1992..
 PV0226.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0226.rate of 0.0 thru 1.0 mm/km.
 PV0226
 PV0226.The geoid height was determined by GEOID03.
 PV0226
 PV0226.The dynamic height is computed by dividing the NAVD 88
 PV0226.geopotential number by the normal gravity value computed on the
 PV0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0226.degrees latitude (g = 980.6199 gals.).
 PV0226
 PV0226.The modeled gravity was interpolated from observed gravity values.
 PV0226
 PV0226;                    North         East    Units  Estimated Accuracy
 PV0226;SPC WY E     -   421,010.      190,050.      MT  (+/- 180 meters Scaled)
 PV0226
 PV0226                          SUPERSEDED SURVEY CONTROL
 PV0226
 PV0226.No superseded survey control is available for this station.
 PV0226
 PV0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK767041(NAD 83)
 PV0226_MARKER: Z = SEE DESCRIPTION
 PV0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PV0226_SP_SET: BRIDGE ABUTMENT
 PV0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0226
 PV0226  HISTORY     - Date     Condition        Report By
 PV0226  HISTORY     - 1908     MONUMENTED       CGS
 PV0226  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0226  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0226
 PV0226                          STATION DESCRIPTION
 PV0226
 PV0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0226'4.4 MI W FROM ROZET.
 PV0226'4.4 MILES W ALONG THE CHICAGO, BURLINGTON AND QUINCY RR FROM
 PV0226'ROZET, CROOK COUNTY, AT BRIDGE 586.50, AND ON THE NORTH END OF THE
 PV0226'EAST CONCRETE ABUTMENT.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED
 PV0226'BY THE LETTERS USBM.  NOTE-- THIS BRIDGE HAS BEEN REPAIRED AND
 PV0226'IT SEEMS THAT THE MARK IS PROBABLY COVERED OVER OR DESTROYED.
 PV0226
 PV0226                          STATION RECOVERY (1985)
 PV0226
 PV0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0226'NOT RECOVERED IN 1957 OR 1985.  MARK IS STILL BURIED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0303 ***********************************************************************
 MQ0303  DESIGNATION -  W 71
 MQ0303  PID         -  MQ0303
 MQ0303  STATE/COUNTY-  WY/SWEETWATER
 MQ0303  USGS QUAD   -  GASSON BRIDGE (1980)
 MQ0303
 MQ0303                         *CURRENT SURVEY CONTROL
 MQ0303  ___________________________________________________________________
 MQ0303* NAD 83(1986)-  41 56 12.     (N)    109 40 30.     (W)     SCALED    
 MQ0303* NAVD 88     -      1956.778  (meters)    6419.86   (feet)  ADJUSTED  
 MQ0303  ___________________________________________________________________
 MQ0303  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 MQ0303  DYNAMIC HT  -        1955.170 (meters)    6414.59  (feet)  COMP
 MQ0303  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 MQ0303
 MQ0303  VERT ORDER  -  SECOND    CLASS 0
 MQ0303
 MQ0303.The horizontal coordinates were scaled from a topographic map and have
 MQ0303.an estimated accuracy of +/- 6 seconds.
 MQ0303
 MQ0303.The orthometric height was determined by differential leveling
 MQ0303.and adjusted by the National Geodetic Survey in June 1991..
 MQ0303
 MQ0303.The geoid height was determined by GEOID03.
 MQ0303
 MQ0303.The dynamic height is computed by dividing the NAVD 88
 MQ0303.geopotential number by the normal gravity value computed on the
 MQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0303.degrees latitude (g = 980.6199 gals.).
 MQ0303
 MQ0303.The modeled gravity was interpolated from observed gravity values.
 MQ0303
 MQ0303;                    North         East    Units  Estimated Accuracy
 MQ0303;SPC WYWC     -   159,960.      523,290.      MT  (+/- 180 meters Scaled)
 MQ0303
 MQ0303                          SUPERSEDED SURVEY CONTROL
 MQ0303
 MQ0303  NGVD 29 (??/??/92) 1955.530  (m)         6415.77   (f) ADJ UNCH    2 0
 MQ0303
 MQ0303.Superseded values are not recommended for survey control.
 MQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0303.See file dsdata.txt to determine how the superseded data were derived.
 MQ0303
 MQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM098435(NAD 83)
 MQ0303_MARKER: DB = BENCH MARK DISK
 MQ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0303_STAMPING: W 71 1934
 MQ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0303+STABILITY: SURFACE MOTION
 MQ0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0303+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 MQ0303
 MQ0303  HISTORY     - Date     Condition        Report By
 MQ0303  HISTORY     - 1934     MONUMENTED       CGS
 MQ0303  HISTORY     - 20010601 GOOD             WYDT
 MQ0303
 MQ0303                          STATION DESCRIPTION
 MQ0303
 MQ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0303'19.5 MI SW FROM FARSON.
 MQ0303'ABOUT 19.5 MILES SOUTHWEST ALONG THE ROAD LEADING TO GRANGER FROM THE
 MQ0303'POST OFFICE AT FARSON, SWEETWATER COUNTY, ABOUT 14 MILES NORTHEAST OF
 MQ0303'THE STEEL BRIDGE OVER GREEN RIVER, ABOUT 1 MILE EAST OF A BEND TO THE
 MQ0303'LEFT WHERE THE ROAD TURNS SOUTH OF BIG SANDY CREEK, 54 FEET WEST OF
 MQ0303'THE HEAD OF A NARROW ROCKY RAVINE, 34 FEET SOUTH OF A STEEP BLUFF
 MQ0303'OVERLOOKING THE CREEK, AND 20 FEET NORTH OF THE CENTER LINE OF THE
 MQ0303'ROAD.  A STANDARD DISK, STAMPED W 71 1934 AND SET IN THE TOP OF A
 MQ0303'CONCRETE POST.
 MQ0303
 MQ0303                          STATION RECOVERY (2001)
 MQ0303
 MQ0303'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 2001
 MQ0303'ABOUT 179 MILES SW FROM THE INTERSECTION OF US 191 AND WY 28. FROM
 MQ0303'MILE POST 110.38 ON WY 28 GO 1.43 MILES ON SWEETWATER COUNTY RD. 8 TO
 MQ0303'TEE IN ROAD, TURN RIGHT ON SWEETWATER COUNTY RD. 5 AND CROSS BRIDGE,
 MQ0303'FOLLOW MAIN ROAD FOR 1.4 MILES TO POINT ON LEFT, POINT IS APPROX. 95
 MQ0303'FT. LEFT OF CENTERLINE OF ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0287 ***********************************************************************
 MP0287  DESIGNATION -  W 72
 MP0287  PID         -  MP0287
 MP0287  STATE/COUNTY-  WY/CARBON
 MP0287  USGS QUAD   -  SAVERY (1961)
 MP0287
 MP0287                         *CURRENT SURVEY CONTROL
 MP0287  ___________________________________________________________________
 MP0287* NAD 83(1986)-  41 00 20.     (N)    107 23 17.     (W)     SCALED    
 MP0287* NAVD 88     -      1997.128  (meters)    6552.24   (feet)  ADJUSTED  
 MP0287  ___________________________________________________________________
 MP0287  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 MP0287  DYNAMIC HT  -        1995.314 (meters)    6546.29  (feet)  COMP
 MP0287  MODELED GRAV-     979,644.6   (mgal)                       NAVD 88
 MP0287
 MP0287  VERT ORDER  -  SECOND    CLASS 0
 MP0287
 MP0287.The horizontal coordinates were scaled from a topographic map and have
 MP0287.an estimated accuracy of +/- 6 seconds.
 MP0287
 MP0287.The orthometric height was determined by differential leveling
 MP0287.and adjusted by the National Geodetic Survey in June 1991..
 MP0287
 MP0287.The geoid height was determined by GEOID03.
 MP0287
 MP0287.The dynamic height is computed by dividing the NAVD 88
 MP0287.geopotential number by the normal gravity value computed on the
 MP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0287.degrees latitude (g = 980.6199 gals.).
 MP0287
 MP0287.The modeled gravity was interpolated from observed gravity values.
 MP0287
 MP0287;                    North         East    Units  Estimated Accuracy
 MP0287;SPC WYEC     -   156,140.      395,400.      MT  (+/- 180 meters Scaled)
 MP0287
 MP0287                          SUPERSEDED SURVEY CONTROL
 MP0287
 MP0287  NGVD 29 (??/??/92) 1995.938  (m)         6548.34   (f) ADJ UNCH    2 0
 MP0287
 MP0287.Superseded values are not recommended for survey control.
 MP0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0287.See file dsdata.txt to determine how the superseded data were derived.
 MP0287
 MP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF991421(NAD 83)
 MP0287_MARKER: DB = BENCH MARK DISK
 MP0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0287_STAMPING: W 72 1934
 MP0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0287+STABILITY: SURFACE MOTION
 MP0287
 MP0287  HISTORY     - Date     Condition        Report By
 MP0287  HISTORY     - 1934     MONUMENTED       CGS
 MP0287  HISTORY     - 1959     MARK NOT FOUND   USGS
 MP0287  HISTORY     - 1961     MARK NOT FOUND   USGS
 MP0287
 MP0287                          STATION DESCRIPTION
 MP0287
 MP0287'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0287'0.8 MI W FROM SLATER, CO.
 MP0287'IN CARBON COUNTY, WYOMING, 0.8 MILE WEST ALONG THE SAVERY ROAD FROM
 MP0287'SLATER, MOFFAT COUNTY, COLORADO, 0.2 MILE NORTHWEST OF THE
 MP0287'WYOMING-COLORADO STATE LINE, DIRECTLY IN FRONT OF THE ROBERT TOOL
 MP0287'RANCH, ABOUT 320 FEET NORTHWEST OF A CORRUGATED-IRON CULVERT, 120 FEET
 MP0287'EAST OF A FENCE CORNER, ON A SMALL RIDGE, AND 25 FEET NORTHEAST OF THE
 MP0287'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED W 72 1934 AND SET IN
 MP0287'THE TOP OF A CONCRETE POST.
 MP0287
 MP0287                          STATION RECOVERY (1961)
 MP0287
 MP0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MP0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0097 ***********************************************************************
 MR0097  DESIGNATION -  W 73
 MR0097  PID         -  MR0097
 MR0097  STATE/COUNTY-  WY/UINTA
 MR0097  USGS QUAD   -  LONETREE (1980)
 MR0097
 MR0097                         *CURRENT SURVEY CONTROL
 MR0097  ___________________________________________________________________
 MR0097* NAD 83(1986)-  41 03 15.     (N)    110 09 15.     (W)     SCALED    
 MR0097* NAVD 88     -      2302.540  (meters)    7554.25   (feet)  ADJUSTED  
 MR0097  ___________________________________________________________________
 MR0097  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 MR0097  DYNAMIC HT  -        2300.310 (meters)    7546.93  (feet)  COMP
 MR0097  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 MR0097
 MR0097  VERT ORDER  -  SECOND    CLASS 0
 MR0097
 MR0097.The horizontal coordinates were scaled from a topographic map and have
 MR0097.an estimated accuracy of +/- 6 seconds.
 MR0097
 MR0097.The orthometric height was determined by differential leveling
 MR0097.and adjusted by the National Geodetic Survey in June 1991..
 MR0097
 MR0097.The geoid height was determined by GEOID03.
 MR0097
 MR0097.The dynamic height is computed by dividing the NAVD 88
 MR0097.geopotential number by the normal gravity value computed on the
 MR0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0097.degrees latitude (g = 980.6199 gals.).
 MR0097
 MR0097.The modeled gravity was interpolated from observed gravity values.
 MR0097
 MR0097;                    North         East    Units  Estimated Accuracy
 MR0097;SPC WY W     -   161,540.      794,050.      MT  (+/- 180 meters Scaled)
 MR0097
 MR0097                          SUPERSEDED SURVEY CONTROL
 MR0097
 MR0097  NGVD 29 (??/??/92) 2301.111  (m)         7549.56   (f) ADJ UNCH    2 0
 MR0097
 MR0097.Superseded values are not recommended for survey control.
 MR0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0097.See file dsdata.txt to determine how the superseded data were derived.
 MR0097
 MR0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL710451(NAD 83)
 MR0097_MARKER: DB = BENCH MARK DISK
 MR0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0097_STAMPING: W 73 1934
 MR0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0097+STABILITY: SURFACE MOTION
 MR0097
 MR0097  HISTORY     - Date     Condition        Report By
 MR0097  HISTORY     - 1934     MONUMENTED       CGS
 MR0097
 MR0097                          STATION DESCRIPTION
 MR0097
 MR0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0097'IN LONETREE.
 MR0097'AT LONETREE, UINTA COUNTY, OPPOSITE THE NEW (1934) SCHOOLHOUSE, 30
 MR0097'FEET NORTHWEST OF A CORNER OF THE OLD SCHOOLHOUSE, 30 FEET SOUTH OF
 MR0097'THE CENTER LINE OF THE ROAD, 8 FEET WEST OF A CORNER OF THE
 MR0097'SCHOOLYARD, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED W
 MR0097'73 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0155 ***********************************************************************
 MP0155  DESIGNATION -  W 74
 MP0155  PID         -  MP0155
 MP0155  STATE/COUNTY-  WY/CARBON
 MP0155  USGS QUAD   -  GUNST RESERVOIR (1983)
 MP0155
 MP0155                         *CURRENT SURVEY CONTROL
 MP0155  ___________________________________________________________________
 MP0155* NAD 83(1986)-  41 13 05.     (N)    106 44 41.     (W)     SCALED    
 MP0155* NAVD 88     -      2200.032  (meters)    7217.94   (feet)  ADJUSTED  
 MP0155  ___________________________________________________________________
 MP0155  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 MP0155  DYNAMIC HT  -        2198.014 (meters)    7211.32  (feet)  COMP
 MP0155  MODELED GRAV-     979,627.0   (mgal)                       NAVD 88
 MP0155
 MP0155  VERT ORDER  -  SECOND    CLASS 0
 MP0155
 MP0155.The horizontal coordinates were scaled from a topographic map and have
 MP0155.an estimated accuracy of +/- 6 seconds.
 MP0155
 MP0155.The orthometric height was determined by differential leveling
 MP0155.and adjusted by the National Geodetic Survey in June 1991..
 MP0155
 MP0155.The geoid height was determined by GEOID03.
 MP0155
 MP0155.The dynamic height is computed by dividing the NAVD 88
 MP0155.geopotential number by the normal gravity value computed on the
 MP0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0155.degrees latitude (g = 980.6199 gals.).
 MP0155
 MP0155.The modeled gravity was interpolated from observed gravity values.
 MP0155
 MP0155;                    North         East    Units  Estimated Accuracy
 MP0155;SPC WYEC     -   179,900.      449,360.      MT  (+/- 180 meters Scaled)
 MP0155
 MP0155                          SUPERSEDED SURVEY CONTROL
 MP0155
 MP0155  NGVD 29 (??/??/92) 2198.810  (m)         7213.93   (f) ADJ UNCH    2 0
 MP0155
 MP0155.Superseded values are not recommended for survey control.
 MP0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0155.See file dsdata.txt to determine how the superseded data were derived.
 MP0155
 MP0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF537644(NAD 83)
 MP0155_MARKER: DB = BENCH MARK DISK
 MP0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0155_STAMPING: W 74 1934
 MP0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0155+STABILITY: SURFACE MOTION
 MP0155
 MP0155  HISTORY     - Date     Condition        Report By
 MP0155  HISTORY     - 1934     MONUMENTED       CGS
 MP0155
 MP0155                          STATION DESCRIPTION
 MP0155
 MP0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0155'2.9 MI E FROM ENCAMPMENT.
 MP0155'2.9 MILES EAST ALONG THE WALDEN ROAD FROM ENCAMPMENT, ABOUT 600 FEET
 MP0155'WEST OF THE JUNCTION OF A SMALL ROAD, ABOUT 480 FEET WEST OF A
 MP0155'CORRUGATED-IRON CULVERT, 315 FEET NORTHWEST OF A LOG SHACK, 195 FEET
 MP0155'WEST OF A GATE IN A FENCE ON A SUMMIT, 49 FEET SOUTH OF THE CENTERLINE
 MP0155'OF THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 MP0155'W 74 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0241 ***********************************************************************
 MP0241  DESIGNATION -  W 76
 MP0241  PID         -  MP0241
 MP0241  STATE/COUNTY-  WY/CARBON
 MP0241  USGS QUAD   -  RAWLINS (1981)
 MP0241
 MP0241                         *CURRENT SURVEY CONTROL
 MP0241  ___________________________________________________________________
 MP0241* NAD 83(1986)-  41 46 38.     (N)    107 09 22.     (W)     SCALED    
 MP0241* NAVD 88     -      2020.298  (meters)    6628.26   (feet)  ADJUSTED  
 MP0241  ___________________________________________________________________
 MP0241  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MP0241  DYNAMIC HT  -        2018.606 (meters)    6622.71  (feet)  COMP
 MP0241  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 MP0241
 MP0241  VERT ORDER  -  FIRST     CLASS II
 MP0241
 MP0241.The horizontal coordinates were scaled from a topographic map and have
 MP0241.an estimated accuracy of +/- 6 seconds.
 MP0241
 MP0241.The orthometric height was determined by differential leveling
 MP0241.and adjusted by the National Geodetic Survey in June 1991..
 MP0241
 MP0241.The geoid height was determined by GEOID03.
 MP0241
 MP0241.The dynamic height is computed by dividing the NAVD 88
 MP0241.geopotential number by the normal gravity value computed on the
 MP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0241.degrees latitude (g = 980.6199 gals.).
 MP0241
 MP0241.The modeled gravity was interpolated from observed gravity values.
 MP0241
 MP0241;                    North         East    Units  Estimated Accuracy
 MP0241;SPC WYEC     -   241,850.      414,730.      MT  (+/- 180 meters Scaled)
 MP0241
 MP0241                          SUPERSEDED SURVEY CONTROL
 MP0241
 MP0241  NGVD 29 (??/??/92) 2019.170  (m)         6624.56   (f) ADJ UNCH    1 2
 MP0241
 MP0241.Superseded values are not recommended for survey control.
 MP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0241.See file dsdata.txt to determine how the superseded data were derived.
 MP0241
 MP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG208272(NAD 83)
 MP0241_MARKER: DB = BENCH MARK DISK
 MP0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0241_STAMPING: W 76 1934
 MP0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0241+STABILITY: SURFACE MOTION
 MP0241
 MP0241  HISTORY     - Date     Condition        Report By
 MP0241  HISTORY     - 1934     MONUMENTED       CGS
 MP0241  HISTORY     - 1947     GOOD             NGS
 MP0241
 MP0241                          STATION DESCRIPTION
 MP0241
 MP0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0241'2.2 MI W FROM PARCO (SINCLAIR).
 MP0241'2.2 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0241'PARCO (SINCLAIR), 274.3 FEET EAST OF THE NORTHEAST CORNER OF A
 MP0241'BRICKED-UP SPEEDER STOP AT THE EAST END OF A SMALL CUT, 157.0 FEET
 MP0241'NORTHWEST OF RAILWAY SIGNAL 6784, 44.9 FEET NORTH OF THE NORTH RAIL OF
 MP0241'THE NORTH TRACK AND 2 FEET LOWER, 2.1 FEET SOUTH OF A RIGHT-OF-WAY
 MP0241'FENCE, 2.0 FEET WEST OF A REFERENCE POST, ON TOP OF A SMALL ROCKY
 MP0241'RISE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE
 MP0241'THE GROUND.  NOTE-- THE TOP PORTION OF THE POST HAS BEEN DAMAGED BUT
 MP0241'THE DISK AND POST ARE BOTH SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0472 ***********************************************************************
 MP0472  DESIGNATION -  W 76 RESET
 MP0472  PID         -  MP0472
 MP0472  STATE/COUNTY-  WY/CARBON
 MP0472  USGS QUAD   -  RAWLINS (1981)
 MP0472
 MP0472                         *CURRENT SURVEY CONTROL
 MP0472  ___________________________________________________________________
 MP0472* NAD 83(1986)-  41 46 40.     (N)    107 09 23.     (W)     SCALED    
 MP0472* NAVD 88     -      2018.692  (meters)    6622.99   (feet)  ADJUSTED  
 MP0472  ___________________________________________________________________
 MP0472  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MP0472  DYNAMIC HT  -        2017.000 (meters)    6617.44  (feet)  COMP
 MP0472  MODELED GRAV-     979,712.6   (mgal)                       NAVD 88
 MP0472
 MP0472  VERT ORDER  -  FIRST     CLASS II
 MP0472
 MP0472.The horizontal coordinates were scaled from a topographic map and have
 MP0472.an estimated accuracy of +/- 6 seconds.
 MP0472
 MP0472.The orthometric height was determined by differential leveling
 MP0472.and adjusted by the National Geodetic Survey in June 1991..
 MP0472
 MP0472.The geoid height was determined by GEOID03.
 MP0472
 MP0472.The dynamic height is computed by dividing the NAVD 88
 MP0472.geopotential number by the normal gravity value computed on the
 MP0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0472.degrees latitude (g = 980.6199 gals.).
 MP0472
 MP0472.The modeled gravity was interpolated from observed gravity values.
 MP0472
 MP0472;                    North         East    Units  Estimated Accuracy
 MP0472;SPC WYEC     -   241,910.      414,710.      MT  (+/- 180 meters Scaled)
 MP0472
 MP0472                          SUPERSEDED SURVEY CONTROL
 MP0472
 MP0472  NGVD 29 (06/08/92) 2017.555  (m)         6619.26   (f) ADJUSTED    1 2
 MP0472
 MP0472.Superseded values are not recommended for survey control.
 MP0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0472.See file dsdata.txt to determine how the superseded data were derived.
 MP0472
 MP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG207273(NAD 83)
 MP0472_MARKER: DB = BENCH MARK DISK
 MP0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0472_SP_SET: CONCRETE POST
 MP0472_STAMPING: W 76 RESET 1979
 MP0472_MARK LOGO: NGS   
 MP0472_PROJECTION: PROJECTING 5 CENTIMETERS
 MP0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0472+STABILITY: SURFACE MOTION
 MP0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0472+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 MP0472
 MP0472  HISTORY     - Date     Condition        Report By
 MP0472  HISTORY     - 1979     MONUMENTED       NGS
 MP0472  HISTORY     - 1983     GOOD             NGS
 MP0472  HISTORY     - 20030624 GOOD             NGS
 MP0472
 MP0472                          STATION DESCRIPTION
 MP0472
 MP0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0472'4.5 MI EAST FROM RAWLINS.
 MP0472'4.5 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0472'RAWLINS, 212 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 245 FEET
 MP0472'NORTH-NORTHEAST OF THE NORTH ONE OF TWO SIGNAL STANDARDS NUMBER 6784,
 MP0472'180 FEET NORTHWEST OF DOUBLE POWER LINE POLES WITH A TRANSFORMER
 MP0472'ATTACHED, 49 FEET SOUTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 30.
 MP0472'THE MARK IS 1.8 FT  E FROM A WITNESS POST.
 MP0472'THE MARK IS 2 FT BELOW OLD US HIGHWAY 30.
 MP0472
 MP0472                          STATION RECOVERY (2003)
 MP0472
 MP0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 MP0472'OLD US 30 IS NOW WY 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0661 ***********************************************************************
 MO0661  DESIGNATION -  W 78
 MO0661  PID         -  MO0661
 MO0661  STATE/COUNTY-  WY/ALBANY
 MO0661  USGS QUAD   -  JOHNSON RANCH (1978)
 MO0661
 MO0661                         *CURRENT SURVEY CONTROL
 MO0661  ___________________________________________________________________
 MO0661* NAD 83(1986)-  41 05 22.     (N)    105 42 25.     (W)     SCALED    
 MO0661* NAVD 88     -      2271.505  (meters)    7452.43   (feet)  ADJUSTED  
 MO0661  ___________________________________________________________________
 MO0661  GEOID HEIGHT-         -11.32  (meters)                     GEOID03
 MO0661  DYNAMIC HT  -        2269.457 (meters)    7445.71  (feet)  COMP
 MO0661  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 MO0661
 MO0661  VERT ORDER  -  SECOND    CLASS 0
 MO0661
 MO0661.The horizontal coordinates were scaled from a topographic map and have
 MO0661.an estimated accuracy of +/- 6 seconds.
 MO0661
 MO0661.The orthometric height was determined by differential leveling
 MO0661.and adjusted by the National Geodetic Survey in June 1991..
 MO0661
 MO0661.The geoid height was determined by GEOID03.
 MO0661
 MO0661.The dynamic height is computed by dividing the NAVD 88
 MO0661.geopotential number by the normal gravity value computed on the
 MO0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0661.degrees latitude (g = 980.6199 gals.).
 MO0661
 MO0661.The modeled gravity was interpolated from observed gravity values.
 MO0661
 MO0661;                    North         East    Units  Estimated Accuracy
 MO0661;SPC WY E     -    65,590.      154,610.      MT  (+/- 180 meters Scaled)
 MO0661
 MO0661                          SUPERSEDED SURVEY CONTROL
 MO0661
 MO0661  NGVD 29 (??/??/92) 2270.388  (m)         7448.76   (f) ADJ UNCH    2 0
 MO0661
 MO0661.Superseded values are not recommended for survey control.
 MO0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0661.See file dsdata.txt to determine how the superseded data were derived.
 MO0661
 MO0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF406489(NAD 83)
 MO0661_MARKER: DB = BENCH MARK DISK
 MO0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0661_STAMPING: W 78 1951
 MO0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0661+STABILITY: SURFACE MOTION
 MO0661
 MO0661  HISTORY     - Date     Condition        Report By
 MO0661  HISTORY     - 1951     MONUMENTED       CGS
 MO0661
 MO0661                          STATION DESCRIPTION
 MO0661
 MO0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0661'12 MI W FROM TIE SIDING.
 MO0661'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0661'THE SIDING, THENCE 11.0 MILES WEST ALONG A WINDING GRAVELED ROAD,
 MO0661'0.15 MILE SOUTHWEST OF A SMALL WOODEN BRIDGE OVER A DRY WASH, 0.1
 MO0661'MILE NORTH OF A FENCE CORNER, 62 FEET WEST OF THE CENTER LINE OF THE
 MO0661'ROAD, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MO0661'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0116 ***********************************************************************
 MP0116  DESIGNATION -  W 79
 MP0116  PID         -  MP0116
 MP0116  STATE/COUNTY-  WY/ALBANY
 MP0116  USGS QUAD   -  WOODS LANDING (1992)
 MP0116
 MP0116                         *CURRENT SURVEY CONTROL
 MP0116  ___________________________________________________________________
 MP0116* NAD 83(1986)-  41 04 24.     (N)    106 06 29.     (W)     SCALED    
 MP0116* NAVD 88     -      2732.518  (meters)    8964.94   (feet)  ADJUSTED  
 MP0116  ___________________________________________________________________
 MP0116  GEOID HEIGHT-         -10.78  (meters)                     GEOID03
 MP0116  DYNAMIC HT  -        2729.835 (meters)    8956.13  (feet)  COMP
 MP0116  MODELED GRAV-     979,541.2   (mgal)                       NAVD 88
 MP0116
 MP0116  VERT ORDER  -  SECOND    CLASS 0
 MP0116
 MP0116.The horizontal coordinates were scaled from a topographic map and have
 MP0116.an estimated accuracy of +/- 6 seconds.
 MP0116
 MP0116.The orthometric height was determined by differential leveling
 MP0116.and adjusted by the National Geodetic Survey in June 1991..
 MP0116
 MP0116.The geoid height was determined by GEOID03.
 MP0116
 MP0116.The dynamic height is computed by dividing the NAVD 88
 MP0116.geopotential number by the normal gravity value computed on the
 MP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0116.degrees latitude (g = 980.6199 gals.).
 MP0116
 MP0116.The modeled gravity was interpolated from observed gravity values.
 MP0116
 MP0116;                    North         East    Units  Estimated Accuracy
 MP0116;SPC WY E     -    64,090.      120,890.      MT  (+/- 180 meters Scaled)
 MP0116
 MP0116                          SUPERSEDED SURVEY CONTROL
 MP0116
 MP0116  NGVD 29 (??/??/92) 2731.241  (m)         8960.75   (f) ADJ UNCH    2 0
 MP0116
 MP0116.Superseded values are not recommended for survey control.
 MP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0116.See file dsdata.txt to determine how the superseded data were derived.
 MP0116
 MP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF069474(NAD 83)
 MP0116_MARKER: DB = BENCH MARK DISK
 MP0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0116_STAMPING: W 79 1951
 MP0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0116+STABILITY: SURFACE MOTION
 MP0116
 MP0116  HISTORY     - Date     Condition        Report By
 MP0116  HISTORY     - 1951     MONUMENTED       CGS
 MP0116  HISTORY     - 1960     MARK NOT FOUND   USGS
 MP0116
 MP0116                          STATION DESCRIPTION
 MP0116
 MP0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MP0116'2.9 MI NE FROM FOX PARK.
 MP0116'1.7 MILES SOUTHEAST ALONG THE NORTH PARK AND WESTERN RAILROAD FROM THE
 MP0116'STATION AT FOX PARK, THENCE 1.2 MILES NORTHEAST ALONG STATE HIGHWAY
 MP0116'230, 65 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET EAST
 MP0116'OF THE CENTER LINE OF A ROAD LEADING SOUTH, 6 FEET NORTHWEST OF A RAIL
 MP0116'FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 MP0116'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 MP0116
 MP0116                          STATION RECOVERY (1960)
 MP0116
 MP0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MP0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0025 ***********************************************************************
 PW0025  DESIGNATION -  W 8
 PW0025  PID         -  PW0025
 PW0025  STATE/COUNTY-  WY/SHERIDAN
 PW0025  USGS QUAD   -  LEITER (1971)
 PW0025
 PW0025                         *CURRENT SURVEY CONTROL
 PW0025  ___________________________________________________________________
 PW0025* NAD 83(1986)-  44 43 21.     (N)    106 16 06.     (W)     SCALED    
 PW0025* NAVD 88     -      1138.630  (meters)    3735.66   (feet)  POSTED    
 PW0025  ___________________________________________________________________
 PW0025  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 PW0025  DYNAMIC HT  -        1138.210 (meters)    3734.28  (feet)  COMP
 PW0025  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 PW0025
 PW0025  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PW0025
 PW0025.The horizontal coordinates were scaled from a topographic map and have
 PW0025.an estimated accuracy of +/- 6 seconds.
 PW0025
 PW0025.The orthometric height was determined by differential leveling
 PW0025.and adjusted by the National Geodetic Survey in 1992..
 PW0025.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PW0025.rate of 0.0 thru 1.0 mm/km.
 PW0025
 PW0025.The geoid height was determined by GEOID03.
 PW0025
 PW0025.The dynamic height is computed by dividing the NAVD 88
 PW0025.geopotential number by the normal gravity value computed on the
 PW0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0025.degrees latitude (g = 980.6199 gals.).
 PW0025
 PW0025.The modeled gravity was interpolated from observed gravity values.
 PW0025
 PW0025;                    North         East    Units  Estimated Accuracy
 PW0025;SPC WYEC     -   569,580.      484,370.      MT  (+/- 180 meters Scaled)
 PW0025
 PW0025                          SUPERSEDED SURVEY CONTROL
 PW0025
 PW0025.No superseded survey control is available for this station.
 PW0025
 PW0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK995529(NAD 83)
 PW0025_MARKER: Z = SEE DESCRIPTION
 PW0025_SETTING: 80 = SET IN A BOULDER
 PW0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0025+STABILITY: SURFACE MOTION
 PW0025
 PW0025  HISTORY     - Date     Condition        Report By
 PW0025  HISTORY     - UNK      MONUMENTED       CGS
 PW0025  HISTORY     - 1957     MARK NOT FOUND   NGS
 PW0025
 PW0025                          STATION DESCRIPTION
 PW0025
 PW0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PW0025'IN CADIZ.
 PW0025'AT CADIZ, SHERIDAN COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY RR,
 PW0025'22 YARDS NW OF A ROAD CROSSING, 16 YARDS NE OF THE CENTERLINE OF THE
 PW0025'MAIN TRACK, JUST INSIDE THE RIGHT-OF-WAY, AND ON A SANDSTONE BOULDER
 PW0025'FLUSH WITH THE GROUND.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE
 PW0025'LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0546 ***********************************************************************
 MO0546  DESIGNATION -  W 80
 MO0546  PID         -  MO0546
 MO0546  STATE/COUNTY-  WY/LARAMIE
 MO0546  USGS QUAD   -  GRANITE (1978)
 MO0546
 MO0546                         *CURRENT SURVEY CONTROL
 MO0546  ___________________________________________________________________
 MO0546* NAD 83(1986)-  41 03 03.     (N)    105 11 47.     (W)     SCALED    
 MO0546* NAVD 88     -      2236.708  (meters)    7338.27   (feet)  ADJUSTED  
 MO0546  ___________________________________________________________________
 MO0546  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 MO0546  DYNAMIC HT  -        2234.691 (meters)    7331.65  (feet)  COMP
 MO0546  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 MO0546
 MO0546  VERT ORDER  -  SECOND    CLASS 0
 MO0546
 MO0546.The horizontal coordinates were scaled from a topographic map and have
 MO0546.an estimated accuracy of +/- 6 seconds.
 MO0546
 MO0546.The orthometric height was determined by differential leveling
 MO0546.and adjusted by the National Geodetic Survey in June 1991..
 MO0546
 MO0546.The geoid height was determined by GEOID03.
 MO0546
 MO0546.The dynamic height is computed by dividing the NAVD 88
 MO0546.geopotential number by the normal gravity value computed on the
 MO0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0546.degrees latitude (g = 980.6199 gals.).
 MO0546
 MO0546.The modeled gravity was interpolated from observed gravity values.
 MO0546
 MO0546;                    North         East    Units  Estimated Accuracy
 MO0546;SPC WY E     -    61,170.      197,500.      MT  (+/- 180 meters Scaled)
 MO0546
 MO0546                          SUPERSEDED SURVEY CONTROL
 MO0546
 MO0546  NGVD 29 (??/??/92) 2235.616  (m)         7334.68   (f) ADJ UNCH    2 0
 MO0546
 MO0546.Superseded values are not recommended for survey control.
 MO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0546.See file dsdata.txt to determine how the superseded data were derived.
 MO0546
 MO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF834444(NAD 83)
 MO0546_MARKER: DB = BENCH MARK DISK
 MO0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0546_STAMPING: W 80 1952
 MO0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0546+STABILITY: SURFACE MOTION
 MO0546
 MO0546  HISTORY     - Date     Condition        Report By
 MO0546  HISTORY     - 1952     MONUMENTED       CGS
 MO0546
 MO0546                          STATION DESCRIPTION
 MO0546
 MO0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0546'4.6 MI S FROM GRANITE CANON.
 MO0546'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0546'AT GRANITE CANON, 3.95 MILES SOUTH ALONG A WINDING GRAVELED
 MO0546'ROAD, 40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 30.5 FEET
 MO0546'SOUTHEAST OF THE EAST CORNER OF AN ABANDONED SCHOOLHOUSE, 2.4
 MO0546'FEET SOUTHEAST OF A FENCE, 3.8 FEET SOUTHWEST OF A WITNESS
 MO0546'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 MO0546'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0199 ***********************************************************************
 PX0199  DESIGNATION -  W 83
 PX0199  PID         -  PX0199
 PX0199  STATE/COUNTY-  WY/PARK
 PX0199  USGS QUAD   -  INDIAN PASS (1987)
 PX0199
 PX0199                         *CURRENT SURVEY CONTROL
 PX0199  ___________________________________________________________________
 PX0199* NAD 83(1986)-  44 24 13.     (N)    109 00 07.     (W)     SCALED    
 PX0199* NAVD 88     -      1638.109  (meters)    5374.36   (feet)  ADJUSTED  
 PX0199  ___________________________________________________________________
 PX0199  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 PX0199  DYNAMIC HT  -        1637.241 (meters)    5371.51  (feet)  COMP
 PX0199  MODELED GRAV-     980,031.2   (mgal)                       NAVD 88
 PX0199
 PX0199  VERT ORDER  -  SECOND    CLASS 0
 PX0199
 PX0199.The horizontal coordinates were scaled from a topographic map and have
 PX0199.an estimated accuracy of +/- 6 seconds.
 PX0199
 PX0199.The orthometric height was determined by differential leveling
 PX0199.and adjusted by the National Geodetic Survey in June 1991..
 PX0199
 PX0199.The geoid height was determined by GEOID03.
 PX0199
 PX0199.The dynamic height is computed by dividing the NAVD 88
 PX0199.geopotential number by the normal gravity value computed on the
 PX0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0199.degrees latitude (g = 980.6199 gals.).
 PX0199
 PX0199.The modeled gravity was interpolated from observed gravity values.
 PX0199
 PX0199;                    North         East    Units  Estimated Accuracy
 PX0199;SPC WYWC     -   433,630.      579,930.      MT  (+/- 180 meters Scaled)
 PX0199
 PX0199                          SUPERSEDED SURVEY CONTROL
 PX0199
 PX0199  NGVD 29 (??/??/92) 1637.013  (m)         5370.77   (f) ADJ UNCH    2 0
 PX0199
 PX0199.Superseded values are not recommended for survey control.
 PX0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0199.See file dsdata.txt to determine how the superseded data were derived.
 PX0199
 PX0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ591186(NAD 83)
 PX0199_MARKER: DB = BENCH MARK DISK
 PX0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0199_STAMPING: W 83 1934
 PX0199_MARK LOGO: CGS   
 PX0199_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0199+STABILITY: SURFACE MOTION
 PX0199
 PX0199  HISTORY     - Date     Condition        Report By
 PX0199  HISTORY     - 1934     MONUMENTED       CGS
 PX0199  HISTORY     - 1941     GOOD             NGS
 PX0199  HISTORY     - 20000712 MARK NOT FOUND   CGS
 PX0199
 PX0199                          STATION DESCRIPTION
 PX0199
 PX0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0199'8.6 MI SE FROM CODY.
 PX0199'ABOUT 2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 20 FROM THE POST OFFICE
 PX0199'AT CODY, PARK COUNTY, THENCE ABOUT 6.2 MILES SOUTH ALONG STATE HIGHWAY
 PX0199'20.  ABOUT 0.2 MILE SOUTHEAST OF THE BRIDGE OVER COAL CREEK, ABOUT 150
 PX0199'FEET EAST OF THE HIGHWAY, 80 FEET SOUTH OF A POST MARKED FLHP 3A, 48
 PX0199'FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 2 FEET WEST OF A
 PX0199'NORTH-AND-SOUTH FENCE LINE, AND ABOUT 4-1/2 FEET LOWER THAN THE
 PX0199'HIGHWAY.  A STANDARD DISK, STAMPED W 83 1934 AND SET IN THE TOP OF A
 PX0199'CONCRETE POST.
 PX0199
 PX0199                          STATION RECOVERY (1941)
 PX0199
 PX0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 PX0199'RECOVERED IN GOOD CONDITION.
 PX0199
 PX0199                          STATION RECOVERY (2000)
 PX0199
 PX0199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0199'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0032 ***********************************************************************
 PX0032  DESIGNATION -  W 85
 PX0032  PID         -  PX0032
 PX0032  STATE/COUNTY-  WY/BIG HORN
 PX0032  USGS QUAD   -  EMBLEM SE (1966)
 PX0032
 PX0032                         *CURRENT SURVEY CONTROL
 PX0032  ___________________________________________________________________
 PX0032* NAD 83(1986)-  44 30 32.     (N)    108 15 13.     (W)     SCALED    
 PX0032* NAVD 88     -      1251.277  (meters)    4105.23   (feet)  ADJUSTED  
 PX0032  ___________________________________________________________________
 PX0032  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 PX0032  DYNAMIC HT  -        1250.730 (meters)    4103.44  (feet)  COMP
 PX0032  MODELED GRAV-     980,138.3   (mgal)                       NAVD 88
 PX0032
 PX0032  VERT ORDER  -  SECOND    CLASS 0
 PX0032
 PX0032.The horizontal coordinates were scaled from a topographic map and have
 PX0032.an estimated accuracy of +/- 6 seconds.
 PX0032
 PX0032.The orthometric height was determined by differential leveling
 PX0032.and adjusted by the National Geodetic Survey in June 1991..
 PX0032
 PX0032.The geoid height was determined by GEOID03.
 PX0032
 PX0032.The dynamic height is computed by dividing the NAVD 88
 PX0032.geopotential number by the normal gravity value computed on the
 PX0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0032.degrees latitude (g = 980.6199 gals.).
 PX0032
 PX0032.The modeled gravity was interpolated from observed gravity values.
 PX0032
 PX0032;                    North         East    Units  Estimated Accuracy
 PX0032;SPC WYEC     -   545,700.      326,830.      MT  (+/- 180 meters Scaled)
 PX0032
 PX0032                          SUPERSEDED SURVEY CONTROL
 PX0032
 PX0032  NGVD 29 (??/??/92) 1250.404  (m)         4102.37   (f) ADJ UNCH    2 0
 PX0032
 PX0032.Superseded values are not recommended for survey control.
 PX0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0032.See file dsdata.txt to determine how the superseded data were derived.
 PX0032
 PX0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ183320(NAD 83)
 PX0032_MARKER: DB = BENCH MARK DISK
 PX0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0032_STAMPING: W 85 1934
 PX0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0032+STABILITY: SURFACE MOTION
 PX0032
 PX0032  HISTORY     - Date     Condition        Report By
 PX0032  HISTORY     - 1934     MONUMENTED       CGS
 PX0032  HISTORY     - 1966     POOR             USGS
 PX0032
 PX0032                          STATION DESCRIPTION
 PX0032
 PX0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0032'42.2 MI E FROM CODY.
 PX0032'IN BIG HORN COUNTY, ABOUT 42.2 MILES EAST ALONG U.S. HIGHWAY 20 FROM
 PX0032'THE POST OFFICE AT CODY, PARK COUNTY, ABOUT 10.9 MILES WEST OF
 PX0032'GREYBULL, BIG HORN COUNTY, 165.5 FEET SOUTHWEST OF THE WEST CORNER OF
 PX0032'THE BRIDGE OVER DRY CREEK, AT THE FOOT OF A LONG HILL, 46.8 FEET
 PX0032'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4.0 FEET LOWER
 PX0032'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED W 85 1934 AND SET IN THE
 PX0032'TOP OF A CONCRETE POST.  NOTE-- USE WITH CAUTION.
 PX0032
 PX0032                          STATION RECOVERY (1966)
 PX0032
 PX0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0032'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0057 ***********************************************************************
 PW0057  DESIGNATION -  W 86
 PW0057  PID         -  PW0057
 PW0057  STATE/COUNTY-  WY/SHERIDAN
 PW0057  USGS QUAD   -  ARVADA NE (1971)
 PW0057
 PW0057                         *CURRENT SURVEY CONTROL
 PW0057  ___________________________________________________________________
 PW0057* NAD 83(1986)-  44 41 58.     (N)    106 07 03.     (W)     SCALED    
 PW0057* NAVD 88     -      1117.853  (meters)    3667.49   (feet)  ADJUSTED  
 PW0057  ___________________________________________________________________
 PW0057  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 PW0057  DYNAMIC HT  -        1117.452 (meters)    3666.17  (feet)  COMP
 PW0057  MODELED GRAV-     980,220.9   (mgal)                       NAVD 88
 PW0057
 PW0057  VERT ORDER  -  SECOND    CLASS 0
 PW0057
 PW0057.The horizontal coordinates were scaled from a topographic map and have
 PW0057.an estimated accuracy of +/- 6 seconds.
 PW0057
 PW0057.The orthometric height was determined by differential leveling
 PW0057.and adjusted by the National Geodetic Survey in June 1991..
 PW0057
 PW0057.The geoid height was determined by GEOID03.
 PW0057
 PW0057.The dynamic height is computed by dividing the NAVD 88
 PW0057.geopotential number by the normal gravity value computed on the
 PW0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0057.degrees latitude (g = 980.6199 gals.).
 PW0057
 PW0057.The modeled gravity was interpolated from observed gravity values.
 PW0057
 PW0057;                    North         East    Units  Estimated Accuracy
 PW0057;SPC WYEC     -   567,190.      496,360.      MT  (+/- 180 meters Scaled)
 PW0057
 PW0057                          SUPERSEDED SURVEY CONTROL
 PW0057
 PW0057  NGVD 29 (??/??/92) 1117.181  (m)         3665.28   (f) ADJ UNCH    2 0
 PW0057
 PW0057.Superseded values are not recommended for survey control.
 PW0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0057.See file dsdata.txt to determine how the superseded data were derived.
 PW0057
 PW0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK114501(NAD 83)
 PW0057_MARKER: DB = BENCH MARK DISK
 PW0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0057_STAMPING: W 86 1934
 PW0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0057+STABILITY: SURFACE MOTION
 PW0057
 PW0057  HISTORY     - Date     Condition        Report By
 PW0057  HISTORY     - 1934     MONUMENTED       CGS
 PW0057  HISTORY     - 1946     GOOD             NGS
 PW0057
 PW0057                          STATION DESCRIPTION
 PW0057
 PW0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0057'3.4 MI N FROM ARVADA.
 PW0057'3.4 MILES NORTH ALONG THE ROAD LEADING TO MOORHEAD, MONTANA, FROM THE
 PW0057'POST OFFICE AT ARVADA, SHERIDAN COUNTY, 0.3 MILE NORTH OF THE JUNCTION
 PW0057'OF U.S. HIGHWAY 16, 60 FEET EAST OF THE CENTERLINE OF THE ROAD, 15
 PW0057'FEET EAST OF A FENCE, AND 5 FEET LOWER THAN THE ROAD.  A STANDARD
 PW0057'DISK, STAMPED W 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0057
 PW0057                          STATION RECOVERY (1946)
 PW0057
 PW0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 PW0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0030 ***********************************************************************
 MO0030  DESIGNATION -  W 88
 MO0030  PID         -  MO0030
 MO0030  STATE/COUNTY-  WY/GOSHEN
 MO0030  USGS QUAD   -  LA GRANGE (1990)
 MO0030
 MO0030                         *CURRENT SURVEY CONTROL
 MO0030  ___________________________________________________________________
 MO0030* NAD 83(1986)-  41 38 19.     (N)    104 14 30.     (W)     SCALED    
 MO0030* NAVD 88     -      1406.294  (meters)    4613.82   (feet)  ADJUSTED  
 MO0030  ___________________________________________________________________
 MO0030  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 MO0030  DYNAMIC HT  -        1405.288 (meters)    4610.52  (feet)  COMP
 MO0030  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 MO0030
 MO0030  VERT ORDER  -  SECOND    CLASS 0
 MO0030
 MO0030.The horizontal coordinates were scaled from a topographic map and have
 MO0030.an estimated accuracy of +/- 6 seconds.
 MO0030
 MO0030.The orthometric height was determined by differential leveling
 MO0030.and adjusted by the National Geodetic Survey in June 1991..
 MO0030
 MO0030.The geoid height was determined by GEOID03.
 MO0030
 MO0030.The dynamic height is computed by dividing the NAVD 88
 MO0030.geopotential number by the normal gravity value computed on the
 MO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0030.degrees latitude (g = 980.6199 gals.).
 MO0030
 MO0030.The modeled gravity was interpolated from observed gravity values.
 MO0030
 MO0030;                    North         East    Units  Estimated Accuracy
 MO0030;SPC WY E     -   126,850.      277,070.      MT  (+/- 180 meters Scaled)
 MO0030
 MO0030                          SUPERSEDED SURVEY CONTROL
 MO0030
 MO0030  NGVD 29 (??/??/92) 1405.484  (m)         4611.16   (f) ADJ UNCH    2 0
 MO0030
 MO0030.Superseded values are not recommended for survey control.
 MO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0030.See file dsdata.txt to determine how the superseded data were derived.
 MO0030
 MO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG631099(NAD 83)
 MO0030_MARKER: DB = BENCH MARK DISK
 MO0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0030_STAMPING: W 88 1934
 MO0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0030+STABILITY: SURFACE MOTION
 MO0030
 MO0030  HISTORY     - Date     Condition        Report By
 MO0030  HISTORY     - 1934     MONUMENTED       CGS
 MO0030  HISTORY     - 1941     GOOD             NGS
 MO0030
 MO0030                          STATION DESCRIPTION
 MO0030
 MO0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0030'4.3 MI W FROM LAGRANGE.
 MO0030'4.0 MILES WEST ALONG THE OILED COUNTY ROAD LEADING TO U.S.
 MO0030'HIGHWAY 85 FROM THE POST OFFICE AT LAGRANGE, THENCE 0.3 MILE
 MO0030'SOUTH ALONG U.S. HIGHWAY 85, 0.4 MILE NORTH OF THE C.P. RANCH,
 MO0030'49.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET SOUTH
 MO0030'OF A GATE POST AND 35 FEET SOUTH OF AN IRRIGATION CANAL, 1.5
 MO0030'FEET WEST OF A FENCE, AND 4.0 FEET LOWER THAN THE HIGHWAY.  A
 MO0030'STANDARD DISK, STAMPED W 88 1934 AND SET IN THE TOP OF A CONCRETE
 MO0030'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0099 ***********************************************************************
 MO0099  DESIGNATION -  W 90
 MO0099  PID         -  MO0099
 MO0099  STATE/COUNTY-  WY/LARAMIE
 MO0099  USGS QUAD   -  TRACY (1963)
 MO0099
 MO0099                         *CURRENT SURVEY CONTROL
 MO0099  ___________________________________________________________________
 MO0099* NAD 83(1986)-  41 09 11.     (N)    104 12 15.     (W)     SCALED    
 MO0099* NAVD 88     -      1592.827  (meters)    5225.80   (feet)  ADJUSTED  
 MO0099  ___________________________________________________________________
 MO0099  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 MO0099  DYNAMIC HT  -        1591.549 (meters)    5221.61  (feet)  COMP
 MO0099  MODELED GRAV-     979,765.4   (mgal)                       NAVD 88
 MO0099
 MO0099  VERT ORDER  -  SECOND    CLASS 0
 MO0099
 MO0099.The horizontal coordinates were scaled from a topographic map and have
 MO0099.an estimated accuracy of +/- 6 seconds.
 MO0099
 MO0099.The orthometric height was determined by differential leveling
 MO0099.and adjusted by the National Geodetic Survey in June 1991..
 MO0099
 MO0099.The geoid height was determined by GEOID03.
 MO0099
 MO0099.The dynamic height is computed by dividing the NAVD 88
 MO0099.geopotential number by the normal gravity value computed on the
 MO0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0099.degrees latitude (g = 980.6199 gals.).
 MO0099
 MO0099.The modeled gravity was interpolated from observed gravity values.
 MO0099
 MO0099;                    North         East    Units  Estimated Accuracy
 MO0099;SPC WY E     -    72,960.      280,790.      MT  (+/- 180 meters Scaled)
 MO0099
 MO0099                          SUPERSEDED SURVEY CONTROL
 MO0099
 MO0099  NGVD 29 (??/??/92) 1591.966  (m)         5222.98   (f) ADJ UNCH    2 0
 MO0099
 MO0099.Superseded values are not recommended for survey control.
 MO0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0099.See file dsdata.txt to determine how the superseded data were derived.
 MO0099
 MO0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF667560(NAD 83)
 MO0099_MARKER: DB = BENCH MARK DISK
 MO0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0099_STAMPING: W 90 1934
 MO0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0099+STABILITY: SURFACE MOTION
 MO0099
 MO0099  HISTORY     - Date     Condition        Report By
 MO0099  HISTORY     - 1934     MONUMENTED       CGS
 MO0099
 MO0099                          STATION DESCRIPTION
 MO0099
 MO0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0099'2.8 MI E FROM EGBERT.
 MO0099'2.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0099'STATION AT EGBERT, LARAMIE COUNTY, 0.4 MILE EAST OF MILEPOST
 MO0099'475, 65.8 FEET SOUTH OF THE SOUTH RAIL, 18.4 FEET NORTH OF A
 MO0099'FENCE, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK SET
 MO0099'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0235 ***********************************************************************
 MO0235  DESIGNATION -  W 91
 MO0235  PID         -  MO0235
 MO0235  STATE/COUNTY-  WY/LARAMIE
 MO0235  USGS QUAD   -  P O RANCH (1978)
 MO0235
 MO0235                         *CURRENT SURVEY CONTROL
 MO0235  ___________________________________________________________________
 MO0235* NAD 83(1986)-  41 21 11.     (N)    104 49 57.     (W)     SCALED    
 MO0235* NAVD 88     -      1908.908  (meters)    6262.81   (feet)  ADJUSTED  
 MO0235  ___________________________________________________________________
 MO0235  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 MO0235  DYNAMIC HT  -        1907.281 (meters)    6257.47  (feet)  COMP
 MO0235  MODELED GRAV-     979,702.8   (mgal)                       NAVD 88
 MO0235
 MO0235  VERT ORDER  -  SECOND    CLASS 0
 MO0235
 MO0235.The horizontal coordinates were scaled from a topographic map and have
 MO0235.an estimated accuracy of +/- 6 seconds.
 MO0235
 MO0235.The orthometric height was determined by differential leveling
 MO0235.and adjusted by the National Geodetic Survey in June 1991..
 MO0235
 MO0235.The geoid height was determined by GEOID03.
 MO0235
 MO0235.The dynamic height is computed by dividing the NAVD 88
 MO0235.geopotential number by the normal gravity value computed on the
 MO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0235.degrees latitude (g = 980.6199 gals.).
 MO0235
 MO0235.The modeled gravity was interpolated from observed gravity values.
 MO0235
 MO0235;                    North         East    Units  Estimated Accuracy
 MO0235;SPC WY E     -    94,780.      227,960.      MT  (+/- 180 meters Scaled)
 MO0235
 MO0235                          SUPERSEDED SURVEY CONTROL
 MO0235
 MO0235  NGVD 29 (??/??/92) 1907.914  (m)         6259.55   (f) ADJ UNCH    2 0
 MO0235
 MO0235.Superseded values are not recommended for survey control.
 MO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0235.See file dsdata.txt to determine how the superseded data were derived.
 MO0235
 MO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF140779(NAD 83)
 MO0235_MARKER: DB = BENCH MARK DISK
 MO0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0235_STAMPING: W 91 1934
 MO0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0235+STABILITY: SURFACE MOTION
 MO0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0235+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2005
 MO0235
 MO0235  HISTORY     - Date     Condition        Report By
 MO0235  HISTORY     - 1934     MONUMENTED       CGS
 MO0235  HISTORY     - 1941     GOOD             NGS
 MO0235  HISTORY     - 1984     GOOD             DMA
 MO0235  HISTORY     - 20051227 GOOD             GEOCAC
 MO0235
 MO0235                          STATION DESCRIPTION
 MO0235
 MO0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0235'15 MI N FROM CHEYENNE.
 MO0235'15 MILES NORTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0235'CHEYENNE, LARAMIE COUNTY, 7.7 MILES NORTH OF THE JUNCTION OF
 MO0235'U.S. HIGHWAY 85, 0.4 MILE NORTHWEST OF THE INTERSECTION OF
 MO0235'SECTION ROADS, AT A CURVE, 275 YARDS NORTHWEST OF A 5- BY 7-FOOT
 MO0235'CONCRETE BOX CULVERT, 135 YARDS NORTHWEST OF THE HEADWALL
 MO0235'OF AN 18-INCH CORRUGATED PIPE CULVERT, 48 FEET NORTHEAST OF THE
 MO0235'CENTERLINE OF THE MAIN HIGHWAY, AND 1-1/2 FEET SOUTHWEST OF A
 MO0235'FENCE.  A STANDARD DISK, STAMPED W 91 1934 AND SET IN THE TOP
 MO0235'OF A CONCRETE POST.
 MO0235
 MO0235                          STATION RECOVERY (1984)
 MO0235
 MO0235'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0235'RECOVERED IN GOOD CONDITION.
 MO0235
 MO0235                          STATION RECOVERY (2005)
 MO0235
 MO0235'RECOVERY NOTE BY GEOCACHING 2005 (SAL)
 MO0235'GPS MARKED WAYPOINT N41 21.188 W104 49.952
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0062 ***********************************************************************
 NQ0062  DESIGNATION -  W 95
 NQ0062  PID         -  NQ0062
 NQ0062  STATE/COUNTY-  WY/NIOBRARA
 NQ0062  USGS QUAD   -  REYNOLDS SPRING (1974)
 NQ0062
 NQ0062                         *CURRENT SURVEY CONTROL
 NQ0062  ___________________________________________________________________
 NQ0062* NAD 83(1986)-  42 39 37.     (N)    104 26 15.     (W)     SCALED    
 NQ0062* NAVD 88     -      1535.503  (meters)    5037.73   (feet)  ADJUSTED  
 NQ0062  ___________________________________________________________________
 NQ0062  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 NQ0062  DYNAMIC HT  -        1534.628 (meters)    5034.86  (feet)  COMP
 NQ0062  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 NQ0062
 NQ0062  VERT ORDER  -  SECOND    CLASS 0
 NQ0062
 NQ0062.The horizontal coordinates were scaled from a topographic map and have
 NQ0062.an estimated accuracy of +/- 6 seconds.
 NQ0062
 NQ0062.The orthometric height was determined by differential leveling
 NQ0062.and adjusted by the National Geodetic Survey in June 1991..
 NQ0062
 NQ0062.The geoid height was determined by GEOID03.
 NQ0062
 NQ0062.The dynamic height is computed by dividing the NAVD 88
 NQ0062.geopotential number by the normal gravity value computed on the
 NQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0062.degrees latitude (g = 980.6199 gals.).
 NQ0062
 NQ0062.The modeled gravity was interpolated from observed gravity values.
 NQ0062
 NQ0062;                    North         East    Units  Estimated Accuracy
 NQ0062;SPC WY E     -   240,170.      259,780.      MT  (+/- 180 meters Scaled)
 NQ0062
 NQ0062                          SUPERSEDED SURVEY CONTROL
 NQ0062
 NQ0062  NGVD 29 (??/??/92) 1534.801  (m)         5035.43   (f) ADJ UNCH    2 0
 NQ0062
 NQ0062.Superseded values are not recommended for survey control.
 NQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0062.See file dsdata.txt to determine how the superseded data were derived.
 NQ0062
 NQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH461232(NAD 83)
 NQ0062_MARKER: DB = BENCH MARK DISK
 NQ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0062_STAMPING: W 95 1934
 NQ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0062+STABILITY: SURFACE MOTION
 NQ0062
 NQ0062  HISTORY     - Date     Condition        Report By
 NQ0062  HISTORY     - 1934     MONUMENTED       CGS
 NQ0062  HISTORY     - 1941     GOOD             NGS
 NQ0062
 NQ0062                          STATION DESCRIPTION
 NQ0062
 NQ0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0062'7.3 MI S FROM LUSK.
 NQ0062'7.3 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 NQ0062'LUSK, NIOBRARA COUNTY, IN A HOLLOW SOUTH OF A SMALL DITCH, 69.0
 NQ0062'FEET SOUTHEAST OF THE EAST END OF A CULVERT, 52.3 FEET EAST OF THE
 NQ0062'CENTERLINE OF THE HIGHWAY, 42.0 FEET SOUTHWEST OF THE CENTERLINE
 NQ0062'OF THE DITCH, AND 2.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A
 NQ0062'STANDARD DISK, STAMPED W 95 1934 AND SET IN THE TOP OF A CONCRETE
 NQ0062'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0004 ***********************************************************************
 MO0004  DESIGNATION -  W 96
 MO0004  PID         -  MO0004
 MO0004  STATE/COUNTY-  WY/GOSHEN
 MO0004  USGS QUAD   -  TREMAIN (1990)
 MO0004
 MO0004                         *CURRENT SURVEY CONTROL
 MO0004  ___________________________________________________________________
 MO0004* NAD 83(1986)-  41 34 44.     (N)    104 07 10.     (W)     SCALED    
 MO0004* NAVD 88     -      1450.945  (meters)    4760.31   (feet)  ADJUSTED  
 MO0004  ___________________________________________________________________
 MO0004  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 MO0004  DYNAMIC HT  -        1449.881 (meters)    4756.82  (feet)  COMP
 MO0004  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 MO0004
 MO0004  VERT ORDER  -  SECOND    CLASS 0
 MO0004
 MO0004.The horizontal coordinates were scaled from a topographic map and have
 MO0004.an estimated accuracy of +/- 6 seconds.
 MO0004
 MO0004.The orthometric height was determined by differential leveling
 MO0004.and adjusted by the National Geodetic Survey in June 1991..
 MO0004
 MO0004.The geoid height was determined by GEOID03.
 MO0004
 MO0004.The dynamic height is computed by dividing the NAVD 88
 MO0004.geopotential number by the normal gravity value computed on the
 MO0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0004.degrees latitude (g = 980.6199 gals.).
 MO0004
 MO0004.The modeled gravity was interpolated from observed gravity values.
 MO0004
 MO0004;                    North         East    Units  Estimated Accuracy
 MO0004;SPC WY E     -   120,340.      287,330.      MT  (+/- 180 meters Scaled)
 MO0004
 MO0004                          SUPERSEDED SURVEY CONTROL
 MO0004
 MO0004  NGVD 29 (??/??/92) 1450.119  (m)         4757.60   (f) ADJ UNCH    2 0
 MO0004
 MO0004.Superseded values are not recommended for survey control.
 MO0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0004.See file dsdata.txt to determine how the superseded data were derived.
 MO0004
 MO0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG734033(NAD 83)
 MO0004_MARKER: DB = BENCH MARK DISK
 MO0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0004_STAMPING: W 96 1934
 MO0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0004+STABILITY: SURFACE MOTION
 MO0004
 MO0004  HISTORY     - Date     Condition        Report By
 MO0004  HISTORY     - 1934     MONUMENTED       CGS
 MO0004
 MO0004                          STATION DESCRIPTION
 MO0004
 MO0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0004'5.1 MI S FROM LAGRANGE.
 MO0004'5.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0004'AT LAGRANGE, AT MILEAGE 35.4, AT A ROAD CROSSING, 35.8 FEET
 MO0004'NORTH OF THE CENTERLINE OF THE ROAD, 44.7 FEET WEST OF THE
 MO0004'WEST RAIL, AND 2.8 FEET NORTH OF A POINT 2.5 FEET EAST OF A
 MO0004'FENCE CORNER.  A STANDARD DISK, STAMPED W 96 1934 AND SET IN THE
 MO0004'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0282 ***********************************************************************
 NQ0282  DESIGNATION -  W 99
 NQ0282  PID         -  NQ0282
 NQ0282  STATE/COUNTY-  WY/PLATTE
 NQ0282  USGS QUAD   -  GLENDO (1978)
 NQ0282
 NQ0282                         *CURRENT SURVEY CONTROL
 NQ0282  ___________________________________________________________________
 NQ0282* NAD 83(1986)-  42 30 07.     (N)    105 01 38.     (W)     SCALED    
 NQ0282* NAVD 88     -      1437.692  (meters)    4716.83   (feet)  ADJUSTED  
 NQ0282  ___________________________________________________________________
 NQ0282  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 NQ0282  DYNAMIC HT  -        1436.832 (meters)    4714.01  (feet)  COMP
 NQ0282  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 NQ0282
 NQ0282  VERT ORDER  -  FIRST     CLASS II
 NQ0282
 NQ0282.The horizontal coordinates were scaled from a topographic map and have
 NQ0282.an estimated accuracy of +/- 6 seconds.
 NQ0282
 NQ0282.The orthometric height was determined by differential leveling
 NQ0282.and adjusted by the National Geodetic Survey in June 1991..
 NQ0282
 NQ0282.The geoid height was determined by GEOID03.
 NQ0282
 NQ0282.The dynamic height is computed by dividing the NAVD 88
 NQ0282.geopotential number by the normal gravity value computed on the
 NQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0282.degrees latitude (g = 980.6199 gals.).
 NQ0282
 NQ0282.The modeled gravity was interpolated from observed gravity values.
 NQ0282
 NQ0282;                    North         East    Units  Estimated Accuracy
 NQ0282;SPC WY E     -   222,340.      211,460.      MT  (+/- 180 meters Scaled)
 NQ0282
 NQ0282                          SUPERSEDED SURVEY CONTROL
 NQ0282
 NQ0282  NGVD 29 (??/??/92) 1436.909  (m)         4714.26   (f) ADJ UNCH    1 2
 NQ0282
 NQ0282.Superseded values are not recommended for survey control.
 NQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0282.See file dsdata.txt to determine how the superseded data were derived.
 NQ0282
 NQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH977055(NAD 83)
 NQ0282_MARKER: DB = BENCH MARK DISK
 NQ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0282_STAMPING: W 99 1934
 NQ0282_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0282+STABILITY: SURFACE MOTION
 NQ0282
 NQ0282  HISTORY     - Date     Condition        Report By
 NQ0282  HISTORY     - 1934     MONUMENTED       CGS
 NQ0282  HISTORY     - 1956     GOOD             NGS
 NQ0282  HISTORY     - 20000607 MARK NOT FOUND   USGS
 NQ0282
 NQ0282                          STATION DESCRIPTION
 NQ0282
 NQ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0282'AT GLENDO.
 NQ0282'AT GLENDO, 80.6 FEET EAST OF THE SOUTHEAST CORNER OF THE CHICAGO,
 NQ0282'BURLINGTON AND QUINCY RAILROAD STATION, 59.4 FEET EAST OF THE
 NQ0282'EAST RAIL OF THE MAIN TRACK, 2.6 FEET NORTH OF A TELEPHONE POLE,
 NQ0282'0.7 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 NQ0282'POST WHICH IS FLUSH WITH THE GROUND, IN SECTION 9, TOWNSHIP 29
 NQ0282'NORTH, RANGE 68 WEST.
 NQ0282
 NQ0282                          STATION RECOVERY (2000)
 NQ0282
 NQ0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0282'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0272 ***********************************************************************
 NS0272  DESIGNATION -  W ATLANTIC
 NS0272  PID         -  NS0272
 NS0272  STATE/COUNTY-  WY/FREMONT
 NS0272  USGS QUAD   -  SWEETWATER NEEDLES (1991)
 NS0272
 NS0272                         *CURRENT SURVEY CONTROL
 NS0272  ___________________________________________________________________
 NS0272* NAD 83(1993)-  42 37 17.25595(N)    109 00 58.21699(W)     ADJUSTED  
 NS0272* NAVD 88     -      3790.1    (meters)   12435.     (feet)  VERTCON   
 NS0272  ___________________________________________________________________
 NS0272  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 NS0272  GEOID HEIGHT-          -9.92  (meters)                     GEOID03
 NS0272
 NS0272  HORZ ORDER  -  THIRD
 NS0272
 NS0272.The horizontal coordinates were established by classical geodetic methods
 NS0272.and adjusted by the National Geodetic Survey in January 1997..
 NS0272
 NS0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0272
 NS0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0272
 NS0272.The geoid height was determined by GEOID03.
 NS0272
 NS0272;                    North         East     Units Scale Factor Converg.
 NS0272;SPC WYWC     -   235,639.100   578,164.728   MT  0.99994336   -0 10 48.9
 NS0272;UTM  12      - 4,720,687.580   662,690.431   MT  0.99992565   +1 20 37.1
 NS0272
 NS0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0272!SPC WYWC     -   0.99940750  x   0.99994336  =   0.99935090
 NS0272!UTM  12      -   0.99940750  x   0.99992565  =   0.99933320
 NS0272
 NS0272:                Primary Azimuth Mark                     Grid Az
 NS0272:SPC WYWC     -  MT NYSTROM                               289 43 06.0
 NS0272:UTM  12      -  MT NYSTROM                               288 11 40.0
 NS0272
 NS0272|---------------------------------------------------------------------|
 NS0272| PID    Reference Object                     Distance      Geod. Az  |
 NS0272|                                                           dddmmss.s |
 NS0272| NS0271 MT NYSTROM                          APPROX. 6.8 KM 2893217.1 |
 NS0272|---------------------------------------------------------------------|
 NS0272
 NS0272                          SUPERSEDED SURVEY CONTROL
 NS0272
 NS0272  NAD 83(1986)-  42 37 17.23815(N)    109 00 58.21730(W) AD(       ) 3
 NS0272  NAD 27      -  42 37 17.39983(N)    109 00 55.77470(W) AD(       ) 3
 NS0272  NGVD 29 (07/19/86) 3788.6    (m)        12430.     (f) VERT ANG       
 NS0272
 NS0272.Superseded values are not recommended for survey control.
 NS0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0272.See file dsdata.txt to determine how the superseded data were derived.
 NS0272
 NS0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN6269020688(NAD 83)
 NS0272_MARKER: DD = SURVEY DISK
 NS0272_SETTING: 80 = SET IN A BOULDER
 NS0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0272+STABILITY: SURFACE MOTION
 NS0272
 NS0272  HISTORY     - Date     Condition        Report By
 NS0272  HISTORY     - 1951     MONUMENTED       USGS
 NS0272
 NS0272                          STATION DESCRIPTION
 NS0272
 NS0272'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0272'LOCATED ON THE CONTINENTAL DIVIDE ABOUT 3.0 MI. -AIRLINE- SE. OF
 NS0272'SWEETWATER GAP AND ABOUT 5.0 MI. -AIRLINE- NE. OF SWEETWATER RANGER
 NS0272'STATION.  ON THE HIGHEST PART OF THE MOUNTAIN.
 NS0272'
 NS0272'TO REACH BY PACK ANIMALS FROM FRYE LAKE, PROCEED W. AND S. ON TRAIL TO
 NS0272'SWEETWATER GAP.  A 5 HR. RIDE.  RIDE LEFT -E.- UP DRAW ON ROCKY SLOPE
 NS0272'TO TOP AND BASIN SW. BY SE., RIDE UP BASIN TO THE N. SIDE OF A ROCKY
 NS0272'TOP.  CONTINUE ON FOOT OVER TOP TO A DEEP SADDLE.  CONTINUE UP N.SLOPE
 NS0272'FROM SADDLE TO HIGHEST PART OF TOP AND STATION SITE.
 NS0272'STATION MARK - A STANDARD USGS BRONZE TABLET CEMENTED IN A LARGE
 NS0272'BOULDER.  STAMPED ---W-ATLANTIC 1951---.
 NS0272'
 NS0272'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG9147 ***********************************************************************
 DG9147  PACS        -  This is a Primary Airport Control Station.
 DG9147  DESIGNATION -  W43
 DG9147  PID         -  DG9147
 DG9147  STATE/COUNTY-  WY/CROOK
 DG9147  USGS QUAD   -  HULETT (1984)
 DG9147
 DG9147                         *CURRENT SURVEY CONTROL
 DG9147  ___________________________________________________________________
 DG9147* NAD 83(1993)-  44 39 46.49665(N)    104 33 56.99347(W)     ADJUSTED  
 DG9147* NAVD 88     -      1288.28   (meters)    4226.6    (feet)  GPS OBS   
 DG9147  ___________________________________________________________________
 DG9147  X           -  -1,143,008.780 (meters)                     COMP
 DG9147  Y           -  -4,398,830.754 (meters)                     COMP
 DG9147  Z           -   4,461,678.427 (meters)                     COMP
 DG9147  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DG9147  ELLIP HEIGHT-        1274.32  (meters)          (02/09/05) GPS OBS
 DG9147  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 DG9147
 DG9147  HORZ ORDER  -  B
 DG9147  ELLP ORDER  -  THIRD     CLASS I
 DG9147
 DG9147.This mark is at Hulett Municipal Airport (W43)
 DG9147
 DG9147.The horizontal coordinates were established by GPS observations
 DG9147.and adjusted by the LANDAIR MAPPING INC in February 2005..
 DG9147
 DG9147.The orthometric height was determined by GPS observations and a
 DG9147.high-resolution geoid model.
 DG9147
 DG9147.GPS derived orthometric heights for airport stations designated as
 DG9147.PACS or SACS are published to 2 decimal places.  This maintains
 DG9147.centimeter relative accuracy between the PACS and SACS.  It does
 DG9147.not indicate centimeter accuracy relative to other marks which are
 DG9147.part of the NAVD 88 network.
 DG9147
 DG9147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9147
 DG9147.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9147
 DG9147.The ellipsoidal height was determined by GPS observations
 DG9147.and is referenced to NAD 83.
 DG9147
 DG9147.The geoid height was determined by GEOID03.
 DG9147
 DG9147;                    North         East     Units Scale Factor Converg.
 DG9147;SPC WY E     -   462,582.679   247,647.932   MT  0.99996541   +0 25 20.5
 DG9147;UTM  13      - 4,945,597.390   534,419.167   MT  0.99961457   +0 18 18.7
 DG9147
 DG9147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9147!SPC WY E     -   0.99980024  x   0.99996541  =   0.99976565
 DG9147!UTM  13      -   0.99980024  x   0.99961457  =   0.99941488
 DG9147
 DG9147                          SUPERSEDED SURVEY CONTROL
 DG9147
 DG9147.No superseded survey control is available for this station.
 DG9147
 DG9147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK3441945597(NAD 83)
 DG9147_MARKER: I = METAL ROD
 DG9147_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG9147_STAMPING: W43 2004
 DG9147_MARK LOGO: LNDAIR
 DG9147_PROJECTION: FLUSH
 DG9147_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9147+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004
 DG9147_ROD/PIPE-DEPTH: 3.9  meters
 DG9147_SLEEVE-DEPTH  : 1.3 meters
 DG9147
 DG9147  HISTORY     - Date     Condition        Report By
 DG9147  HISTORY     - 20040122 MONUMENTED       LNDAIR
 DG9147
 DG9147                          STATION DESCRIPTION
 DG9147
 DG9147'DESCRIBED BY LANDAIR MAPPING INC 2004 (DJB)
 DG9147'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) SOUTHEAST OF HULETT AT
 DG9147'HULETT MUNICIPAL  AIRPORT MIDFIELD EAST OF THE RUNWAY.
 DG9147' 
 DG9147'OWNERSHIP---TOWN OF HULETT WY. CONTACT MELISSA BEARS TOWN HALL 123
 DG9147'HILL STREET,  HULETT, WY. 82720. PHONE 307-467-5771
 DG9147' 
 DG9147'TO REACH THE STATION FROM THE POSTOFFICE IN HULETT ON HILL STREET, GO
 DG9147'WEST .08 KM (0.05 MI)  TO THE INTERSECTION OF STATE ROUTE 24. TURN
 DG9147'RIGHT AND GO NORTH FOR 0.7 KM (.45 MI) TO A DIRT ON THE RIGHT LEADING
 DG9147'TO DEVILS TOWER  GULF CLUB. TURN RIGHT ON THE DIRT RD INITALING
 DG9147'TRAVELING SE ALONG THE MEADERING ROAD FOR .32 KM  (.2 MI) TO A T
 DG9147'INTERSECTION.
 DG9147'TURN RIGHT FOLLOWING THE DIRT ROAD FOR 1.1 KM (.7 MI) TO THE GOLF
 DG9147'COURSE CLUB HOUSE  CONTINUE ALONG THE ROAD FOR 2.7 KM (1.7 MI) TO THE
 DG9147'AIRPORT PARKING LOT. TURN RIGHT FOR .08 KM (.05 MI) TO A GATE AT THE
 DG9147'SOUTHWEST CORNER OF THE PARKING LOT. PROCEED THROUGH THE GATE FOR .11
 DG9147'KM (.07 MI) TO A DIRT SERVICE RD (FUTURE TAXI WAY) EAST  OF THE
 DG9147'RUNWAY. TURN LEFT ON THE SERVICE RD AND TRAVEL SOUTHEAST FOR .65 KM
 DG9147'(0.40 MI) TO THE STATION ON  THE LEFT ON TOP OF A SMALL HILL. THE
 DG9147'STATION IS THE TOP OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DG9147'DEPTH OF 3.9  METERS, IN A GREASE FILLED FLAGE ENCASED IN A PVC
 DG9147'COVERED BY STANDARD METAL LOGO CAP. STAMPED-----W43 2004 FLUSH WITH
 DG9147'THE GROUND 116.5 METERS (382.2 FT) NORTHEAST OF THE NORTH EDGE OF
 DG9147'RUNWAY 118.0 METERS (387.1 FT) NORTHEAST OF THE FIRST RUNWAY EDGE
 DG9147'LIGHT NORTH OF FUTURE  RUNWAY EXIT TAXIWAY 17.9 METERS (58.7 FT)
 DG9147'SOUTHWEST OF A FENCELINE 25.6 METERS (84.1 FT) SOUTH OF THE SOUTHERN
 DG9147'MOST FENCE POST OF 4 FENCE POSTS CONNECTED  BY AN UPPER  TOP RAIL POST
 DG9147'36.3 METERS (118.96 FT) WEST OF NORTHERN MOST FENCE POST OF 5 FENCE
 DG9147'POSTS CONNECTED BY  AN UPPER TOP RAIL POST POST
 DG9147'0.4 METERS (1.2 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA9877 ***********************************************************************
 AA9877  DESIGNATION -  W789 MP52.68
 AA9877  PID         -  AA9877
 AA9877  STATE/COUNTY-  WY/CARBON
 AA9877  USGS QUAD   -  BAGGS (1982)
 AA9877
 AA9877                         *CURRENT SURVEY CONTROL
 AA9877  ___________________________________________________________________
 AA9877* NAD 83(1993)-  41 00 30.87103(N)    107 38 23.13831(W)     ADJUSTED  
 AA9877* NAVD 88     -      2000.8    (meters)    6564.     (feet)  GPS OBS   
 AA9877  ___________________________________________________________________
 AA9877  X           -  -1,461,054.811 (meters)                     COMP
 AA9877  Y           -  -4,594,762.832 (meters)                     COMP
 AA9877  Z           -   4,164,445.345 (meters)                     COMP
 AA9877  LAPLACE CORR-           8.70  (seconds)                    DEFLEC99
 AA9877  ELLIP HEIGHT-        1986.47  (meters)          (12/03/02) GPS OBS
 AA9877  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 AA9877
 AA9877  HORZ ORDER  -  FIRST
 AA9877  ELLP ORDER  -  FOURTH    CLASS II
 AA9877
 AA9877.The horizontal coordinates were established by GPS observations
 AA9877.and adjusted by the National Geodetic Survey in January 1996..
 AA9877
 AA9877.The orthometric height was determined by GPS observations and a
 AA9877.high-resolution geoid model.
 AA9877
 AA9877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9877
 AA9877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9877
 AA9877.The ellipsoidal height was determined by GPS observations
 AA9877.and is referenced to NAD 83.
 AA9877
 AA9877.The geoid height was determined by GEOID03.
 AA9877
 AA9877;                    North         East     Units Scale Factor Converg.
 AA9877;SPC WYEC     -   156,518.559   374,223.617   MT  0.99994567   -0 12 03.9
 AA9877;UTM  13      - 4,543,065.827   278,009.809   MT  1.00020656   -1 43 58.2
 AA9877
 AA9877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9877!SPC WYEC     -   0.99968850  x   0.99994567  =   0.99963419
 AA9877!UTM  13      -   0.99968850  x   1.00020656  =   0.99989500
 AA9877
 AA9877                          SUPERSEDED SURVEY CONTROL
 AA9877
 AA9877  ELLIP H (01/16/96) 1986.49   (m)                       GP(       ) 1 1
 AA9877
 AA9877.Superseded values are not recommended for survey control.
 AA9877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9877.See file dsdata.txt to determine how the superseded data were derived.
 AA9877
 AA9877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF7801043066(NAD 83)
 AA9877_MARKER: DR = REFERENCE MARK DISK
 AA9877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9877_STAMPING: PC 2013+82.66 6561.31
 AA9877_MARK LOGO: WYDT  
 AA9877_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9877+STABILITY: SURFACE MOTION
 AA9877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9877+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9877
 AA9877  HISTORY     - Date     Condition        Report By
 AA9877  HISTORY     - 1995     MONUMENTED       CODOT
 AA9877
 AA9877                          STATION DESCRIPTION
 AA9877
 AA9877'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (LJ)
 AA9877'THE STATION IS LOCATED ABOUT 35 MI (56.3 KM) NORTH-NORTHWEST OF CRAIG,
 AA9877'COLORADO, 1.5 MI (2.4 KM) SOUTH-SOUTHWEST OF BAGGS, WYOMING AND ABOUT
 AA9877'0.5 MI (0.8 KM) NORTH-NORTHWEST OF THE COLORADO-WYOMING STATE LINE, AT
 AA9877'WYOMING STATE HIGHWAY MILEPOST 52.68.  OWNERSHIP--WYOMING DEPARTMENT
 AA9877'OF TRANSPORTATION RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AA9877'COLORADO-WYOMING STATE LINE, GO NORTH ON WYOMING STATE HIGHWAY 789 FOR
 AA9877'0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT. THE STATION IS A BRASS
 AA9877'STATE HIGHWAY DEPARTMENT REFERENCE MARKER SET IN A 17 CM SQUARE
 AA9877'PRE-CAST CONCRETE POST PROJECTING 10 CM ABOVE THE GROUND. IT IS
 AA9877'LEANING A BIT TO THE NORTH.  IT IS 26.75 M (87.76 FT) EAST-NORTHEAST
 AA9877'OF THE CENTER LINE OF WYOMING STATE HIGHWAY 789, 23.0 M (75.5 FT)
 AA9877'SOUTHWEST OF A POWER POLE WITH GUY WIRE, 0.6 M (2.0 FT) EAST-NORTHEAST
 AA9877'OF A RIGHT-OF-WAY FENCE, ABOUT 2.0 M (6.6 FT) BELOW THE HIGHWAY AND
 AA9877'NEAR THE NORTHERN ONE OF TWO FENCE BRACE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1126 ***********************************************************************
 MO1126  DESIGNATION -  WADILL RESET
 MO1126  PID         -  MO1126
 MO1126  STATE/COUNTY-  WY/LARAMIE
 MO1126  USGS QUAD   -  FARTHING RANCH (1991)
 MO1126
 MO1126                         *CURRENT SURVEY CONTROL
 MO1126  ___________________________________________________________________
 MO1126* NAD 83(1993)-  41 15 12.17107(N)    104 57 20.44754(W)     ADJUSTED  
 MO1126* NAVD 88     -      2004.6    (meters)    6577.     (feet)  VERTCON   
 MO1126  ___________________________________________________________________
 MO1126  LAPLACE CORR-         -12.99  (seconds)                    DEFLEC99
 MO1126  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 MO1126
 MO1126  HORZ ORDER  -  FIRST
 MO1126
 MO1126.The horizontal coordinates were established by classical geodetic methods
 MO1126.and adjusted by the National Geodetic Survey in January 1997..
 MO1126
 MO1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1126
 MO1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1126
 MO1126.The geoid height was determined by GEOID03.
 MO1126
 MO1126;                    North         East     Units Scale Factor Converg.
 MO1126;SPC WY E     -    83,680.333   217,682.159   MT  0.99994135   +0 08 20.8
 MO1126;UTM  13      - 4,566,886.308   503,713.080   MT  0.99960017   +0 01 45.2
 MO1126
 MO1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1126!SPC WY E     -   0.99968806  x   0.99994135  =   0.99962943
 MO1126!UTM  13      -   0.99968806  x   0.99960017  =   0.99928836
 MO1126
 MO1126:                Primary Azimuth Mark                     Grid Az
 MO1126:SPC WY E     -  KIPP S HOUSE CHIMNEY                     017 14 16.0
 MO1126:UTM  13      -  KIPP S HOUSE CHIMNEY                     017 20 51.6
 MO1126
 MO1126|---------------------------------------------------------------------|
 MO1126| PID    Reference Object                     Distance      Geod. Az  |
 MO1126|                                                           dddmmss.s |
 MO1126| MO1123 KIPP S HOUSE CHIMNEY                APPROX. 2.8 KM 0172236.8 |
 MO1126| MO1116 CHEYENNE JCT RIN MICROWAVE TWR      APPROX.15.9 KM 0254421.5 |
 MO1126| MO1122 RITZKE S WINDMILL                   APPROX. 1.0 KM 0685932.7 |
 MO1126| CQ4331 WADILL RM 1                          86.850 METERS 08557     |
 MO1126| CQ4330 WADILL RM                            88.778 METERS 09438     |
 MO1126| MO1090 CHEYENNE VOR                        APPROX.16.0 KM 1070141.6 |
 MO1126| MO1079 WARREN AFB MICROWAVE TOWER          APPROX. 9.1 KM 1182815.9 |
 MO1126| MO1105 CHEYENNE SPEER MICROWAVE TOWER      APPROX.23.4 KM 1664347.2 |
 MO1126| MO1213 RADIO STATION KFBC MAST             APPROX.17.6 KM 1941210.0 |
 MO1126| MO1201 TALL NEW HOUSE WEST GABLE           APPROX. 7.4 KM 2780153.6 |
 MO1126| CQ4332 WADILL RM 2                          14.552 METERS 31917     |
 MO1126| MO1124 HOLLINGSWOOD S BARN                 APPROX. 4.1 KM 3255408.6 |
 MO1126|---------------------------------------------------------------------|
 MO1126
 MO1126                          SUPERSEDED SURVEY CONTROL
 MO1126
 MO1126  NAD 83(1986)-  41 15 12.15508(N)    104 57 20.44525(W) AD(       ) 1
 MO1126  NAD 27      -  41 15 12.22800(N)    104 57 18.54800(W) AD(       ) 1
 MO1126  NGVD 29 (07/19/86) 2003.5    (m)         6573.     (f) VERT ANG       
 MO1126
 MO1126.Superseded values are not recommended for survey control.
 MO1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1126.See file dsdata.txt to determine how the superseded data were derived.
 MO1126
 MO1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0371366886(NAD 83)
 MO1126_MARKER: DS = TRIANGULATION STATION DISK
 MO1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1126_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1126
 MO1126  HISTORY     - Date     Condition        Report By
 MO1126  HISTORY     - 1912     MONUMENTED       CGS
 MO1126  HISTORY     - 1947     GOOD             USGS
 MO1126  HISTORY     - 1959     GOOD             CGS
 MO1126  HISTORY     - 1960     GOOD             USGS
 MO1126  HISTORY     - 1961     GOOD             CGS
 MO1126  HISTORY     - 1973     GOOD             NGS
 MO1126
 MO1126                          STATION DESCRIPTION
 MO1126
 MO1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 MO1126'THIRTEEN MILES BY ROAD NORTHWEST OF CHEYENNE, 2 MILES WEST OF
 MO1126'THE CHEYENNE-CHUGWATER ROAD, AND 1-1/4 MILES WEST OF THE
 MO1126'CHEYENNE-WHITAKER RANCH ROAD ALONG WHICH THERE IS A TELEPHONE
 MO1126'LINE.  THE STATION IS ON A RIDGE ON THE OPEN PRAIRIE AT THE
 MO1126'HIGHEST POINT OF THE DIVIDE BETWEEN LODGE POLE CREEK AND CROW
 MO1126'CREEK, AND ABOUT 300 METERS SOUTH 31 DEG WEST FROM THE CENTER
 MO1126'OF SEC. 24, T. 15 N., R. 68 W., ON HOMESTEAD LAND BELONGING TO
 MO1126'JAMES WADILL, WHO LIVES ABOUT 3/8 MILE SOUTH OF THE STATION.
 MO1126'THE STATION IS MARKED.  A
 MO1126'REFERENCE MARK, DESCRIBED IS ON THE QUARTER
 MO1126'SECTION LINE, 1.74 METERS BELOW THE STATION AND 88.778
 MO1126'METERS (291.27 FEET) DISTANT.  THE
 MO1126'CHIMNEY OF WILLIAM KIPPS HOUSE IS
 MO1126'FROM THE STATION AND MR. RITZKES WINDMILL.
 MO1126
 MO1126                          STATION RECOVERY (1947)
 MO1126
 MO1126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (GDF)
 MO1126'TO REACH FROM CHEYENNE POST OFFICE, GO 6.3 MI. N. ON U.S. HIGHWAYS 85
 MO1126'AND 87 TO T-RD., THENCE W. 3.8 MI. TO CROSSROAD, THENCE N. 0.9 MI. TO
 MO1126'RANCH FORK LEFT, THENCE W. 1.9 MI. TO RANCH, PASS THROUGH GATE S. OF
 MO1126'HOUSE AND FOLLOW RD. NW. 0.6 MI. TO LANE N., FOLLOW LANE 0.3 MI. TO
 MO1126'SCHOOLHOUSE ON RIGHT, PASS THRU GATE ON W. SIDE OF LANE AND GO 0.8
 MO1126'MI. NW. TO TOP OF RIDGE AND STATION.  STATION IS 390 FT. S. ON TOP OF
 MO1126'RIDGE.
 MO1126
 MO1126                          STATION RECOVERY (1959)
 MO1126
 MO1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1126'THE STATION AND REFERENCE MARK NUMBER ONE WERE RECOVERED AS
 MO1126'DESCRIBED AND FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK
 MO1126'WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 MO1126'
 MO1126'THE STATION IS LOCATED, AIRLINE, ABOUT 11 MILES NORTHWEST OF
 MO1126'CHEYENNE, IN ROLLING RANGE LAND, THE HIGHEST IN THE IMMEDIATE
 MO1126'VICINITY.
 MO1126'
 MO1126'THE STATION IS BEST REACHED FROM THE STATE CAPITOL BUILDING, BY
 MO1126'GOING NORTHWEST ON CENTRAL AVENUE FOR 0.4 MILE.  TURN LEFT ONTO
 MO1126'PERSHING BLVD. FOR 0.8 MILE.  TURN RIGHT ONTO INTERSTATE HIGHWAY
 MO1126'25 AND GO NORTH FOR 4.9 MILES.  TURN LEFT OFF THE HIGHWAY ONTO
 MO1126'SECONDARY STATE HIGHWAY 1100 AND GO WEST FOR 3.2 MILES.  TURN
 MO1126'RIGHT OFF THE HIGHWAY AND GO NORTH ON A DIRT ROAD FOR 2.0 MILES.
 MO1126'TURN LEFT ONTO A FARM ROAD AND GO WEST AND NORTHWEST FOR 2.2
 MO1126'MILES TO A GATE AND A FARM HOUSE.  TURN LEFT AT THE GATE AND
 MO1126'GO SOUTH ALONG THE EAST SIDE OF THE FENCE FOR 0.1 MILE.  TURN
 MO1126'RIGHT, PASS THROUGH A WIRE GATE AND GO WEST ALONG THE SOUTH
 MO1126'SIDE OF A FENCE FOR 0.6 MILE.  TURN LEFT, 90 DEGREES FROM
 MO1126'THE FENCE AND GO SOUTH FOR 0.05 MILE TO THE HIGHEST PART OF
 MO1126'THE ROLLING RANGE LAND AND THE STATION.
 MO1126'
 MO1126'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 MO1126'WADILL 1912 C AND GS SET IN TOP OF A CONCRETE CYLINDER WHICH IS
 MO1126'8 INCHES IN DIAMETER AND PROJECTS 7 INCHES ABOVE THE GROUND.  IT
 MO1126'IS 0.05 MILE SOUTH OF AN EAST-WEST FENCE LINE.
 MO1126'
 MO1126'REFERENCE MARK NUMBER ONE IS A STANDARD U.S. COAST AND GEODETIC
 MO1126'SURVEY REFERENCE MARK DISK STAMPED WADILL NO 1 1912 SET IN TOP
 MO1126'OF A CONCRETE CYLINDER, RE-ENFORCED WITH A MASS OF CONCRETE,
 MO1126'AND IS 4 INCHES IN DIAMETER.  IT PROJECTS 4 INCHES ABOVE THE
 MO1126'GROUND AND IS THE SAME ELEVATION AS THE STATION.
 MO1126'
 MO1126'REFERENCE MARK NUMBER TWO IS A STANDARD U.S. COAST AND GEODETIC
 MO1126'SURVEY REFERENCE MARK DISK STAMPED WADILL NO 2 1912 1959 SET
 MO1126'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MO1126'ABOUT 4 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION AS
 MO1126'THE STATION.
 MO1126'
 MO1126'A DESCREPANCY IN THE MEASUREMENT TO R.M. 1 WAS NOTED AND CHECKED
 MO1126'IN THE FIELD.
 MO1126
 MO1126                          STATION RECOVERY (1960)
 MO1126
 MO1126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1126'STATION MARK--STANDARD USC AND GS DISK, IN CONCRETE FILLED GALVANIZED
 MO1126'PIPE.  ORIGINAL STATION MARK HAD BEEN BATTERED AND THE DISK REMOVED.
 MO1126'CONCRETE CYLINDER STILL APPARENTLY IN PLACE (THIS WAS NOT REMOVED TO
 MO1126'CHECK UNDERGROUND MARK).  A NEW GEOLOGICAL SURVEY TABLET, STAMPED
 MO1126'---C AND GS WADILL 1912---, WAS CEMENTED IN THE OLD CYLINDER AS A
 MO1126'STATION MARK.
 MO1126'
 MO1126'REFERENCE MARK--USC AND GS REFERENCE DISK, IN CONCRETE FILLED
 MO1126'GALVANIZED IRON PIPE.  (THE REFERENCE CYLINDER, WITH DISK INTACT, HAD
 MO1126'BEEN DUG OUT AND LEFT LYING ON THE GROUND.  THE REFERENCE CYLINDER
 MO1126'WAS RESET IN WHAT WAS APPARENTLY THE OLD LOCATION AND A MEASURED
 MO1126'DISTANCE ALONG THE GROUND TAKEN AND FOUND TO BE 284.98 FT.)
 MO1126
 MO1126                          STATION RECOVERY (1961)
 MO1126
 MO1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WTJ)
 MO1126'RECOVERED IN GOOD CONDITION AS DESCRIBED BY C. AND G.S., 1959.
 MO1126
 MO1126                          STATION RECOVERY (1973)
 MO1126
 MO1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1126'THE STATION MARK, REFERENCE MARKS 1 AND 2, WERE RECOVERED AND
 MO1126'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 MO1126'MARKS COMPARED FAVORABLY WITH THE 1959 DATA.  A NEW AND COMPLETE
 MO1126'DESCRIPTION FOLLOWS--
 MO1126'
 MO1126'THE STATION IS LOCATED 9 MILES NORTHWEST OF CHEYENNE, 6 MILES
 MO1126'WEST OF INTERSTATE 25, ON RANGE LAND THAT IS OWNED BY MR. E.J.
 MO1126'RITZE WHO LIVES 0.6 MILE NORTHEAST OF THE STATION.
 MO1126'
 MO1126'TO REACH THE STATION FROM (HORSE CREEK RD EXIT), EXIT NO. 9,
 MO1126'ON INTERSTATE 25, ABOUT 4 MILES NORTH OF CHEYENNE, GO WEST ON A
 MO1126'SURFACED ROAD FOR 3.2 MILES TO A GRAVEL CROSSROAD.  TURN RIGHT AND
 MO1126'GO NORTHWEST ON THE GRAVEL ROAD FOR 2.0 MILES TO A SIDE ROAD
 MO1126'LEFT.  TURN LEFT AND GO WEST FOR 1.0 MILE TO A FORK.  TAKE THE
 MO1126'RIGHT FORK AND GO NORTHWEST FOR 1.2 MILES TO A RANCH HOUSE AND
 MO1126'FENCE.  TURN LEFT AND GO SOUTH ALONG THE EAST SIDE OF FENCE FOR
 MO1126'0.1 MILE TO A GATE ON THE RIGHT.  PASS THROUGH GATE AND GO
 MO1126'WEST ALONG THE SOUTH SIDE OF FENCE FOR 0.6 MILE.  TURN LEFT
 MO1126'AND GO SOUTH ACROSS PASTURE FOR 0.1 MILE TO THE STATION AS
 MO1126'DESCRIBED.
 MO1126'
 MO1126'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 MO1126'WADILL 1912 C AND GS, SET IN THE TOP OF A 6-INCH DIAMETER PRECAST
 MO1126'CONCRETE CYLINDER THAT PROJECTS 2 INCHES ABOVE GROUND.  IT IS
 MO1126'518.0 FEET SOUTH OF A EAST-WEST FENCE.
 MO1126'
 MO1126'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WADILL NO 1 1912,
 MO1126'CEMENTED IN THE TOP OF A 4-INCH DIAMETER CONCRETE CYLINDER,
 MO1126'THAT IS REINFORCED WITH AN IRREGULAR MASS OF CONCRETE.  IT
 MO1126'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 482.5 FEET SOUTH OF THE
 MO1126'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 MO1126'
 MO1126'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WADILL NO 2 1912
 MO1126'1959, CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MO1126'THAT PROJECTS 1 INCH ABOVE GROUND.  IT IS ABOUT THE SAME ELEVATION
 MO1126'AS THE STATION.
 MO1126'
 MO1126'NO AZIMUTH MARK WAS SET AT THIS TIME.
 MO1126'
 MO1126'HEIGHT OF LIGHT ABOVE STATION MARK 10 FEET.
 MO1126'
 MO1126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 MO1126'NORTHWEST OF CHEYENNE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0373 ***********************************************************************
 OW0373  DESIGNATION -  WAG
 OW0373  PID         -  OW0373
 OW0373  STATE/COUNTY-  WY/FREMONT
 OW0373  USGS QUAD   -  RAMSHORN PEAK (1991)
 OW0373
 OW0373                         *CURRENT SURVEY CONTROL
 OW0373  ___________________________________________________________________
 OW0373* NAD 83(1993)-  43 38 55.09526(N)    109 44 56.94046(W)     ADJUSTED  
 OW0373* NAVD 88     -      2644.4    (meters)    8676.     (feet)  VERTCON   
 OW0373  ___________________________________________________________________
 OW0373  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 OW0373  GEOID HEIGHT-          -7.85  (meters)                     GEOID03
 OW0373
 OW0373  HORZ ORDER  -  THIRD
 OW0373
 OW0373.The horizontal coordinates were established by classical geodetic methods
 OW0373.and adjusted by the National Geodetic Survey in January 1997..
 OW0373
 OW0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0373
 OW0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0373
 OW0373.The geoid height was determined by GEOID03.
 OW0373
 OW0373;                    North         East     Units Scale Factor Converg.
 OW0373;SPC WYWC     -   350,197.427   519,395.399   MT  1.00001739   -0 41 22.9
 OW0373;SPC WY W     -   449,766.566   826,959.557   MT  0.99994644   +0 13 50.4
 OW0373;UTM  12      - 4,833,609.098   600,876.098   MT  0.99972517   +0 51 48.4
 OW0373
 OW0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0373!SPC WYWC     -   0.99958673  x   1.00001739  =   0.99960411
 OW0373!SPC WY W     -   0.99958673  x   0.99994644  =   0.99953319
 OW0373!UTM  12      -   0.99958673  x   0.99972517  =   0.99931201
 OW0373
 OW0373:                Primary Azimuth Mark                     Grid Az
 OW0373:SPC WYWC     -  VABM 8707                                098 09 21.7
 OW0373:SPC WY W     -  VABM 8707                                097 14 08.4
 OW0373:UTM  12      -  VABM 8707                                096 36 10.4
 OW0373
 OW0373|---------------------------------------------------------------------|
 OW0373| PID    Reference Object                     Distance      Geod. Az  |
 OW0373|                                                           dddmmss.s |
 OW0373| OW0372 VABM 8707                           APPROX. 6.0 KM 0972758.8 |
 OW0373|---------------------------------------------------------------------|
 OW0373
 OW0373                          SUPERSEDED SURVEY CONTROL
 OW0373
 OW0373  NAD 83(1986)-  43 38 55.08415(N)    109 44 56.92978(W) AD(       ) 3
 OW0373  NAD 27      -  43 38 55.25747(N)    109 44 54.34301(W) AD(       ) 3
 OW0373  NGVD 29 (07/19/86) 2643.1    (m)         8672.     (f) VERT ANG       
 OW0373
 OW0373.Superseded values are not recommended for survey control.
 OW0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0373.See file dsdata.txt to determine how the superseded data were derived.
 OW0373
 OW0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP0087633609(NAD 83)
 OW0373_MARKER: DD = SURVEY DISK
 OW0373_SETTING: 80 = SET IN A BOULDER
 OW0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0373+STABILITY: SURFACE MOTION
 OW0373
 OW0373  HISTORY     - Date     Condition        Report By
 OW0373  HISTORY     - 1954     MONUMENTED       USGS
 OW0373
 OW0373                          STATION DESCRIPTION
 OW0373
 OW0373'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0373'STATION IS LOCATED ABOUT 10 MI. AIR NW. OF DUBOIS, WYOMING, ABOUT 3.5
 OW0373'MI. AIR NNE. OF THE JUNCTION OF WIND RIVER AND DUNOIR CREEK AND ABOUT
 OW0373'0.8 MI. E. OF BENCH CREEK, ON A GRASSY ROCK STREWN TOP, THE
 OW0373'SOUTHERNMOST OF TWO TOPS ON A RIDGE RUNNING LARGELY NE-SW. TO THE E.
 OW0373'OF THE STATION, BELOW AND SHELTERED BY THE TOP IS A STAND OF CONIFERS.
 OW0373'
 OW0373'TO REACH FROM DUBOIS, WYOMING GO W. ON U.S. 287 9.5 MI. TO GRAVEL RD.
 OW0373'TAKING OFF TO RIGHT THRU CATTLE GUARD UP DUNOIR CREEK, TAKEN THIS RD.
 OW0373'2.7 MI.(CROSSING CATTLE GUARDS AT 0.7 MI. AND 2.1 MI.) TO FORK, TAKE
 OW0373'RIGHT 2.4 MI. TO GATE, CONTINUE 0.1 MI. TO FORK, TAKE RIGHT 0.4 MI.
 OW0373'TO CATTLE GUARD, CONTINUE 0.3 MI. TO WORK INTO TWO DEFINITE RDS.,
 OW0373'TAKE NEITHER BUT TURN SHARP RIGHT ON DIM TRACK RD. HEADING DOWNSTREAM
 OW0373'0.05 MI. TO DIM FORK, TAKE RIGHT 0.6 MI. TO FENCE CORNER, CONTINUE
 OW0373'DOWNSTREAM 0.2 MI. TO CREEK CROSSING, CONTINUE ON FAINT TRACKS E.
 OW0373'TOWARD CATTLEGUARD 0.3 MI. TO GATE, CONTINUE THRU GATE 0.1 MI. TO
 OW0373'CREEK IN MEADOW, GO RIGHT CROSS COUNTRY DOWN STREAM 0.2 MI. CROSS
 OW0373'CREEK AND CONTINUE UP STREAM 0.1 MI. LEAVING CREEK AND WORKING WAY UP
 OW0373'AND TO RIGHT AROUND BASE OF HILL ON RIGHT KEEPING TO RIGHT SIDE OF
 OW0373'DRAW AND EDGE OF TIMBER 0.7 MI. TO FENCE AND DRAIN CROSSING, TURN
 OW0373'RIGHT DOWNSTREAM ALONG FENCE 0.2 MI., THEN CROSS FENCE AND CONTINUE
 OW0373'UP HILL ALONG FENCE 0.3 MI. TO HIGH POINT AND STATION .
 OW0373'(4 WHEEL DRIVE TRUCK CAN BE DRIVEN TO STATION).
 OW0373'
 OW0373'STATION MARK - STANDARD TABLET IN LARGE BOULDER STAMPED---WAG 1954---.
 OW0373'
 OW0373'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0656 ***********************************************************************
 NQ0656  DESIGNATION -  WAGONHOUND
 NQ0656  PID         -  NQ0656
 NQ0656  STATE/COUNTY-  WY/CONVERSE
 NQ0656  USGS QUAD   -  BLUE NOSE CREEK (1992)
 NQ0656
 NQ0656                         *CURRENT SURVEY CONTROL
 NQ0656  ___________________________________________________________________
 NQ0656* NAD 83(1993)-  42 32 28.80649(N)    105 39 31.32756(W)     ADJUSTED  
 NQ0656* NAVD 88     -      2439.5    (meters)    8004.     (feet)  VERTCON   
 NQ0656  ___________________________________________________________________
 NQ0656  LAPLACE CORR-         -10.54  (seconds)                    DEFLEC99
 NQ0656  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 NQ0656
 NQ0656  HORZ ORDER  -  SECOND
 NQ0656
 NQ0656.The horizontal coordinates were established by classical geodetic methods
 NQ0656.and adjusted by the National Geodetic Survey in January 1997..
 NQ0656
 NQ0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0656
 NQ0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0656
 NQ0656.The geoid height was determined by GEOID03.
 NQ0656
 NQ0656;                    North         East     Units Scale Factor Converg.
 NQ0656;SPC WY E     -   226,822.011   159,584.306   MT  0.99995759   -0 19 57.6
 NQ0656;UTM  13      - 4,710,093.108   445,912.554   MT  0.99963599   -0 26 43.3
 NQ0656
 NQ0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0656!SPC WY E     -   0.99961946  x   0.99995759  =   0.99957707
 NQ0656!UTM  13      -   0.99961946  x   0.99963599  =   0.99925559
 NQ0656
 NQ0656|---------------------------------------------------------------------|
 NQ0656| PID    Reference Object                     Distance      Geod. Az  |
 NQ0656|                                                           dddmmss.s |
 NQ0656| CQ4335 WAGONHOUND RM 2                       3.664 METERS 09521     |
 NQ0656| CQ4336 WAGONHOUND RM 3                       9.921 METERS 16214     |
 NQ0656| CQ4334 WAGONHOUND RM 1                       2.045 METERS 20330     |
 NQ0656| CQ4333 WAGONHOUND AZ MK                                   2630035.2 |
 NQ0656|---------------------------------------------------------------------|
 NQ0656
 NQ0656                          SUPERSEDED SURVEY CONTROL
 NQ0656
 NQ0656  NAD 83(1986)-  42 32 28.78901(N)    105 39 31.31567(W) AD(       ) 2
 NQ0656  NAD 27      -  42 32 28.90700(N)    105 39 29.33000(W) AD(       ) 2
 NQ0656  NGVD 29 (07/19/86) 2438.5    (m)         8000.     (f) VERT ANG       
 NQ0656
 NQ0656.Superseded values are not recommended for survey control.
 NQ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0656.See file dsdata.txt to determine how the superseded data were derived.
 NQ0656
 NQ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4591310093(NAD 83)
 NQ0656_MARKER: DD = SURVEY DISK
 NQ0656_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0656_SP_SET: PARTIALLY EXPOSED BEDROCK
 NQ0656
 NQ0656  HISTORY     - Date     Condition        Report By
 NQ0656  HISTORY     - 1948     MONUMENTED       USGS
 NQ0656  HISTORY     - 1964     GOOD             USGS
 NQ0656
 NQ0656                          STATION DESCRIPTION
 NQ0656
 NQ0656'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 NQ0656'THE STATION IS LOCATED ABOUT 21 MILES AIRLINE SOUTHWEST OF
 NQ0656'DOUGLAS ON A HIGH, SMOOTH GRANITE PEAK.  THE STATION MARK IS
 NQ0656'A U.S. GEOLOGICAL SURVEY BENCH MARK SET FLUSH IN BEDROCK, 30
 NQ0656'FEET NORTH AND 3 FEET LOWER THAN THE HIGHEST POINT OF PEAK.
 NQ0656'IT IS STAMPED, WAGONHOUND 1947.
 NQ0656'
 NQ0656'REFERENCE MARK NO. 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 NQ0656'MARK SET FLUSH IN BEDROCK 1 FOOT HIGHER THAN THE STATION MARK.
 NQ0656'IT IS STAMPED, 1947 WAGONHOUND REF. NO. 1.
 NQ0656'
 NQ0656'REFERENCE MARK NO. 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 NQ0656'SET FLUSH IN BEDROCK 2 FEET LOWER THAN THE STATION MARK.  IT IS
 NQ0656'STAMPED, 1947 WAGONHOUND REF. NO. 2.
 NQ0656'
 NQ0656'REFERENCE MARK NO. 3 IS SET 30 INCHES HIGHER THAN THE STATION
 NQ0656'MARK AND IS STAMPED, WAGONHOUND NO 3 1948.
 NQ0656'
 NQ0656'THE AZIMUTH MARK IS SET 0.2 MILE NORTHEAST OF A BRIDGE OVER
 NQ0656'AN IRRIGATION DITCH, 200 YARDS NORTH OF A TRACK ROAD AND 15
 NQ0656'FEET NORTH OF A WHITE WITNESS POST.
 NQ0656'
 NQ0656'TO REACH THE STATION FROM THE RAILROAD CROSSING IN DOUGLAS.
 NQ0656'GO WEST ON U.S. HIGHWAY 20 AND 87, 4.0 MILES TO A GRAVEL ROAD
 NQ0656'LEFT.  TURN LEFT, GO 3.0 MILES TO A ROAD LEFT.  CONTINUE
 NQ0656'STRAIGHT AHEAD 10.6 MILES TO A ROAD LEFT AT SIGN, LAPRELE RANGER
 NQ0656'STATION 23.  TURN LEFT, GO 2.6 MILES TO A FORK AT SIGN, LAPRELE
 NQ0656'RANGER STATION 20 DOUGLAS 20.  TURN LEFT, GO 8.4 MILES TO A ROAD
 NQ0656'RIGHT AT SIGN, DOUGLAS 29 LA BONTE CANYON 12.  KEEP TO LEFT,
 NQ0656'GO 1.5 MILES TO A ROAD LEFT AT GATE.  TURN LEFT PASS THROUGH
 NQ0656'GATE, GO 1.0 MILE TO A GATE.  PASS THROUGH GATE, GO 0.1 MILE
 NQ0656'TO A BRIDGE.  PASS OVER BRIDGE, GO 0.2 MILE.  AZIMUTH MARK IS
 NQ0656'200 YARDS NORTH OF THIS POINT.  CONTINUE ON ROAD 0.3 MILE
 NQ0656'TO A GATE.  PASS THROUGH GATE, GO 0.1 MILE TO A SMALL
 NQ0656'STREAM AND END OF TRUCK TRAVEL FOR A TWO WHEEL DRIVE
 NQ0656'VEHICLE.  WITH A FOUR WHEEL DRIVE VEHICLE CROSS STREAM, TURN
 NQ0656'RIGHT, FOLLOW STREAM 0.15 MILE THEN TURN LEFT UP HILL AND
 NQ0656'FOLLOW TRACKS UP RIDGE TOWARD STATION PEAK APPROXIMATELY
 NQ0656'0.7 MILE TO END OF TRUCK TRAVEL AT AN ASPEN GROVE.  FROM
 NQ0656'HERE A TRAIL IS BLAZED NORTHEASTERLY TO STATION.  A 30 MINUTE PACK.
 NQ0656
 NQ0656                          STATION RECOVERY (1964)
 NQ0656
 NQ0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NQ0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0479 ***********************************************************************
 MP0479  DESIGNATION -  WALCOTT
 MP0479  PID         -  MP0479
 MP0479  STATE/COUNTY-  WY/CARBON
 MP0479  USGS QUAD   -  MEADS (1982)
 MP0479
 MP0479                         *CURRENT SURVEY CONTROL
 MP0479  ___________________________________________________________________
 MP0479* NAD 83(1986)-  41 44 58.     (N)    106 50 21.     (W)     SCALED    
 MP0479* NAVD 88     -      2053.978  (meters)    6738.76   (feet)  ADJUSTED  
 MP0479  ___________________________________________________________________
 MP0479  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 MP0479  DYNAMIC HT  -        2052.199 (meters)    6732.92  (feet)  COMP
 MP0479  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 MP0479
 MP0479  VERT ORDER  -  FIRST     CLASS II
 MP0479
 MP0479.The horizontal coordinates were scaled from a topographic map and have
 MP0479.an estimated accuracy of +/- 6 seconds.
 MP0479
 MP0479.The orthometric height was determined by differential leveling
 MP0479.and adjusted by the National Geodetic Survey in June 1991..
 MP0479
 MP0479.The geoid height was determined by GEOID03.
 MP0479
 MP0479.The dynamic height is computed by dividing the NAVD 88
 MP0479.geopotential number by the normal gravity value computed on the
 MP0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0479.degrees latitude (g = 980.6199 gals.).
 MP0479
 MP0479.The modeled gravity was interpolated from observed gravity values.
 MP0479
 MP0479;                    North         East    Units  Estimated Accuracy
 MP0479;SPC WYEC     -   238,870.      441,100.      MT  (+/- 180 meters Scaled)
 MP0479
 MP0479                          SUPERSEDED SURVEY CONTROL
 MP0479
 MP0479  NGVD 29 (06/08/92) 2052.793  (m)         6734.87   (f) ADJUSTED    1 2
 MP0479
 MP0479.Superseded values are not recommended for survey control.
 MP0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0479.See file dsdata.txt to determine how the superseded data were derived.
 MP0479
 MP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG470235(NAD 83)
 MP0479_MARKER: DS = TRIANGULATION STATION DISK
 MP0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0479_SP_SET: CONCRETE POST
 MP0479_STAMPING: WALCOTT 1948
 MP0479_MARK LOGO: CGS   
 MP0479_PROJECTION: FLUSH
 MP0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0479+STABILITY: SURFACE MOTION
 MP0479
 MP0479  HISTORY     - Date     Condition        Report By
 MP0479  HISTORY     - 1948     MONUMENTED       CGS
 MP0479  HISTORY     - 1983     GOOD             NGS
 MP0479
 MP0479                          STATION DESCRIPTION
 MP0479
 MP0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0479'1.5 KM (0.95 MI) SE FROM WALCOTT.
 MP0479'1.5 KM (0.95 MI) SOUTHEASTERLY ALONG A GRAVELED ROAD FROM THE UNION
 MP0479'PACIFIC RAILROAD STATION IN WALCOTT, 24.7 METERS (81.0 FT) SOUTHWEST
 MP0479'OF THE CENTER OF THE ROAD, 23.6 METERS (77.4 FT) SOUTHEAST OF THE
 MP0479'CENTER OF A GRAVELED ROAD, 10.9 METERS (35.8 FT) NORTHWEST OF A FENCE
 MP0479'CORNER, AND 5.6 METERS (18.4 FT) NORTH OF A FENCE.
 MP0479'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 MP0479'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0592 ***********************************************************************
 MP0592  DESIGNATION -  WALCOTT
 MP0592  PID         -  MP0592
 MP0592  STATE/COUNTY-  WY/CARBON
 MP0592  USGS QUAD   -  MEADS (1982)
 MP0592
 MP0592                         *CURRENT SURVEY CONTROL
 MP0592  ___________________________________________________________________
 MP0592* NAD 83(1993)-  41 44 57.79412(N)    106 50 21.47268(W)     ADJUSTED  
 MP0592* NAVD 88     -      2054.2    (meters)    6739.     (feet)  VERTCON   
 MP0592  ___________________________________________________________________
 MP0592  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 MP0592  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 MP0592
 MP0592  HORZ ORDER  -  THIRD
 MP0592
 MP0592.The horizontal coordinates were established by classical geodetic methods
 MP0592.and adjusted by the National Geodetic Survey in January 1997..
 MP0592
 MP0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0592
 MP0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0592
 MP0592.The geoid height was determined by GEOID03.
 MP0592
 MP0592;                    North         East     Units Scale Factor Converg.
 MP0592;SPC WYEC     -   238,861.643   441,088.908   MT  0.99995827   +0 19 44.3
 MP0592;UTM  13      - 4,623,586.336   347,074.465   MT  0.99988779   -1 13 29.9
 MP0592
 MP0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0592!SPC WYEC     -   0.99968004  x   0.99995827  =   0.99963832
 MP0592!UTM  13      -   0.99968004  x   0.99988779  =   0.99956786
 MP0592
 MP0592|---------------------------------------------------------------------|
 MP0592| PID    Reference Object                     Distance      Geod. Az  |
 MP0592|                                                           dddmmss.s |
 MP0592| CP5998 WALCOTT RM 1                          7.324 METERS 05643     |
 MP0592| MP0591 174 BR STA 1+00                       8.708 METERS 15514     |
 MP0592| CP5997 WALCOTT AZ MK                                      2393754.5 |
 MP0592| CP5999 WALCOTT RM 3                          6.459 METERS 30050     |
 MP0592|---------------------------------------------------------------------|
 MP0592
 MP0592                          SUPERSEDED SURVEY CONTROL
 MP0592
 MP0592  NAD 83(1986)-  41 44 57.78265(N)    106 50 21.46493(W) AD(       ) 3
 MP0592  NAD 27      -  41 44 57.91700(N)    106 50 19.33900(W) AD(       ) 3
 MP0592  NGVD 29 (07/19/86) 2053.0    (m)         6736.     (f) VERT ANG       
 MP0592
 MP0592.Superseded values are not recommended for survey control.
 MP0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0592.See file dsdata.txt to determine how the superseded data were derived.
 MP0592
 MP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG4707423586(NAD 83)
 MP0592_MARKER: DS = TRIANGULATION STATION DISK
 MP0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0592
 MP0592  HISTORY     - Date     Condition        Report By
 MP0592  HISTORY     - 1948     MONUMENTED       CGS
 MP0592  HISTORY     - 1976     GOOD             NGS
 MP0592
 MP0592                          STATION DESCRIPTION
 MP0592
 MP0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0592'THE STATION IS LOCATED ON STATE PROPERTY NEAR THE POST OFFICE
 MP0592'AT WALCOTT, WHICH IS AT THE JUNCTION OF U.S. HIGHWAYS 30
 MP0592'AND 287 AND STATE HIGHWAY 130.  THE STATION IS IN THE NORTHEAST
 MP0592'ANGLE OF THE TRIANGLE FORMED BY THIS JUNCTION, ABOUT 100
 MP0592'YARDS EAST OF THE STORE AND POST OFFICE AT WALCOTT, 27 PACES
 MP0592'SOUTHEAST OF AND APPROXIMATELY 2 FEET ABOVE THE CENTER LINE
 MP0592'OF U.S. HIGHWAYS 30 AND 287, 6 FEET EAST OF A 4X4 WITNESS
 MP0592'POST, SET FLUSH, STAMPED, WALCOTT 1948.
 MP0592'
 MP0592'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MP0592'THE STATION, 5 FEET SOUTHWEST OF THE EDGE OF THE BAR PIT,
 MP0592'SET FLUSH, STAMPED, WALCOTT NO 1 1948.
 MP0592'
 MP0592'REFERENCE MARK NO. 2, A WYOMING STATE HIGHWAY DEPARTMENT
 MP0592'R.O.W. MARKER IS APPROXIMATELY 2 FEET ABOVE THE STATION MARK,
 MP0592'12 FEET SOUTH OF THE BOTTOM OF A DITCH, ON THE NORTH SLOPE OF
 MP0592'A SLIGHT RIDGE, A 5X5 CONCRETE POST, PROJECTS 9 INCHES AND
 MP0592'IS STAMPED, 174 BR STA. 1X00.
 MP0592'
 MP0592'THE AZIMUTH MARK IS LOCATED 0.4 MILE SOUTHWEST OF THE WALCOTT
 MP0592'POST OFFICE ALONG U.S. HIGHWAY 30 AND 287, 19 PACES NORTHWEST OF
 MP0592'AND APPROXIMATELY THE SAME ELEVATION AS THE CENTER LINE OF
 MP0592'HIGHWAY, 15 FEET WEST OF A METAL SIGN BOARD, 2 FEET NORTHWEST
 MP0592'OF A 4X4 WITNESS POST, PROJECTS 6 INCHES, STAMPED, WALCOTT 1948.
 MP0592
 MP0592                          STATION RECOVERY (1976)
 MP0592
 MP0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 MP0592'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 MP0592'AND ARE IN GOOD CONDITION.  REFERENCE MARK 2 (WHD RIGHT-OF-WAY MARK)
 MP0592'WAS FOUND ON YOP OF GROUND IN A DITCH.  A NEW REFERENCE MARK,
 MP0592'NUMBER 3 WAS ESTABLISHED AT THIS TIME.  OLD U.S. HIGHWAY 30 IS NO
 MP0592'LONGER IN USE TO THE SOUTHWEST OF THE STATION.  THE NEW HIGHWAY
 MP0592'NOW COMES INTO THE STATION FROM THE SOUTHEAST, FROM INTERSTATE
 MP0592'HIGHWAY 80.
 MP0592'
 MP0592'STATION IS REACHED FROM THE WALCOTT INTERCHANGE OF INTERSTATE
 MP0592'HIGHWAY 80 AND JUNCTION OF THE INTERSTATE HIGHWAY WITH U.S.
 MP0592'HIGHWAYS 30 AND 287 WHICH IS ABOUT 21 MILES EAST OF RAWLINS.  GO
 MP0592'NORTHWEST OF U.S. HIGHWAYS 30 AND 287 FOR 0.5 MILE TO A POINT
 MP0592'WHERE HIGHWAY MAKES A TURN TO THR RIGHT AND A SURFACED ROAD ON
 MP0592'LEFT.  TURN LEFT AND FOLLOW THE SURFACED ROAD, WESTERLY FOR 0.15
 MP0592'MILE TO A POINT WHERE OLD HIGHWAY 30 IS NOW BLOCKED OFF.
 MP0592'STATION MARK IS 188 FEET WEST OF THIS POINT, INSIDE A FENCE,
 MP0592'AS DESCRIBED.
 MP0592'
 MP0592'STATION IS A STANDARD STATION MARK DISK, STAMPED WALCOT 1948, SET
 MP0592'IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 MP0592'MARK IS 188 FEET WEST OF THE JUNCTION OF THE SURFACED ROAD AND OLD
 MP0592'HIGHWAYS 30 AND 287, 186 FEET SOUTHWEST OF THE SOUTH CORNER OF
 MP0592'BILLS TRUCK AND TIRE COMPANY BUILDING (WHITE), 82 FEET SOUTHWEST OF
 MP0592'A SURFACED ROAD, 31 FEET SOUTHWEST OF A FENCELINE, 18 FEET
 MP0592'WEST-NORTHWEST OF A FENCELINE, 35 FEET WEST-SOUTHWEST OF A
 MP0592'FENCE 3.1 FEET NORTHEAST OF A METAL WITNESS POST.
 MP0592'
 MP0592'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED WALCOTT
 MP0592'NO 1 1948, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 MP0592'THE GROUND.  MARK IS 25 FEET NORTHEAST OF THE METAL WITNESS POST
 MP0592'AND 4.5 FEET SOUTHWEST OF A FENCELINE.
 MP0592'
 MP0592'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED WALCOTT
 MP0592'1948 NO 3 1976, CLAMPED TO THE TOP OF A COPPER COVERED ROD WHICH IS
 MP0592'ATTACHED TO AN OCTAGON SHAPED STEEL PLATE WHICH IS BURRIED IN THE
 MP0592'GROUND.  MARK IS 60 FEET SOUTHEAST OD A SURFACED ROAD, 39 FEET
 MP0592'SOUTHWEST OF A FENCELINE AND 25.2 FEET WEST-NORTHWEST OF THE
 MP0592'METAL WITNESS POST.
 MP0592'
 MP0592'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED WALCOTT 1948,
 MP0592'SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 4 INCHES.  MARK IS
 MP0592'60 FEET NORTHWEST OF A NORTHEAST-SOUTHWEST GRAVELED ROAD AND 1.8
 MP0592'FEET NORTHWEST OF A 4 FEET X4 FEET WOOD WITNESS POST.
 MP0592'
 MP0592'AZIMUTH MARK IS REACHED FROM THE STATION.  GO SOUTHWEST ON SURFACED
 MP0592'ROAD FOR 0.05 MILE TO END OF SURFACED ROAD.  CONTINUE STRAIGHT AHEAD
 MP0592'ON A GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON RIGHT, AS DESCRIBED.
 MP0592'
 MP0592'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WALCOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0367 ***********************************************************************
 OV0367  DESIGNATION -  WALL
 OV0367  PID         -  OV0367
 OV0367  STATE/COUNTY-  WY/JOHNSON
 OV0367  USGS QUAD   -  WALL CREEK (1981)
 OV0367
 OV0367                         *CURRENT SURVEY CONTROL
 OV0367  ___________________________________________________________________
 OV0367* NAD 83(1993)-  43 34 40.49960(N)    106 32 56.01406(W)     ADJUSTED  
 OV0367* NAVD 88     -      1604.1    (meters)    5263.     (feet)  VERTCON   
 OV0367  ___________________________________________________________________
 OV0367  LAPLACE CORR-          -7.95  (seconds)                    DEFLEC99
 OV0367  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OV0367  OBS GRAVITY -     980,018.3   (mgal)                       GRAV_OBS
 OV0367
 OV0367  HORZ ORDER  -  FIRST
 OV0367
 OV0367.The horizontal coordinates were established by classical geodetic methods
 OV0367.and adjusted by the National Geodetic Survey in January 1997..
 OV0367
 OV0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0367
 OV0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0367
 OV0367.The geoid height was determined by GEOID03.
 OV0367.The observed gravity was obtained from relative gravimeter ties
 OV0367.to the IGSN71 gravity network.
 OV0367
 OV0367;                    North         East     Units Scale Factor Converg.
 OV0367;SPC WYEC     -   442,154.339   463,357.444   MT  0.99998686   +0 32 26.8
 OV0367;UTM  13      - 4,826,160.091   374,941.161   MT  0.99979237   -1 04 04.3
 OV0367
 OV0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0367!SPC WYEC     -   0.99975058  x   0.99998686  =   0.99973745
 OV0367!UTM  13      -   0.99975058  x   0.99979237  =   0.99954301
 OV0367
 OV0367|---------------------------------------------------------------------|
 OV0367| PID    Reference Object                     Distance      Geod. Az  |
 OV0367|                                                           dddmmss.s |
 OV0367| CP6001 WALL RM 1                            18.770 METERS 03752     |
 OV0367| CP6002 WALL RM 2                            15.390 METERS 13633     |
 OV0367| CP6000 WALL AZ MK                                         3360836.6 |
 OV0367|---------------------------------------------------------------------|
 OV0367
 OV0367                          SUPERSEDED SURVEY CONTROL
 OV0367
 OV0367  NAD 83(1986)-  43 34 40.48159(N)    106 32 55.98891(W) AD(       ) 1
 OV0367  NAD 27      -  43 34 40.58000(N)    106 32 53.84300(W) AD(       ) 1
 OV0367  NGVD 29 (07/19/86) 1603.3    (m)         5260.     (f) VERT ANG       
 OV0367
 OV0367.Superseded values are not recommended for survey control.
 OV0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0367.See file dsdata.txt to determine how the superseded data were derived.
 OV0367
 OV0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ7494126160(NAD 83)
 OV0367_MARKER: DS = TRIANGULATION STATION DISK
 OV0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0367
 OV0367  HISTORY     - Date     Condition        Report By
 OV0367  HISTORY     - 1934     MONUMENTED       CGS
 OV0367  HISTORY     - 1949     GOOD             BOR
 OV0367  HISTORY     - 1958     GOOD             USGS
 OV0367  HISTORY     - 1982     SEE DESCRIPTION  LOCENG
 OV0367
 OV0367                          STATION DESCRIPTION
 OV0367
 OV0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 OV0367'ABOUT 18 MILES NORTHWEST OF MIDWEST, 10-1/2 MILES SOUTH-SOUTHEAST
 OV0367'OF KAYCEE, 1-1/2 MILES DUE WEST OF U.S. HIGHWAY 87E, IN T. 42
 OV0367'N., R. 81 W., 40 PACES EAST OF POINT OF RIM THAT RUNS NORTH
 OV0367'AND SOUTH (RIM GAINS ALTITUDE TO SOUTH, DROPS OFF ABRUPTLY
 OV0367'TOWARDS WALL CREEK, AND SLOPES GRADUALLY TO NORTHEAST) ALONG
 OV0367'EAST SIDE OF WALL CREEK.  TO REACH FROM BRIDGE OVER POWDER
 OV0367'RIVER IN KAYCEE, FOLLOW HIGHWAY 87E SOUTHEAST 7.5 MILES TO
 OV0367'BRIDGE OVER SOUTH FORK OF POWDER RIVER, CONTINUE 2.8 MILES
 OV0367'ON HIGHWAY TO RANCH ROAD TO RIGHT, TURN RIGHT (KEEPING TO
 OV0367'LEFT OF RANCH HOUSE) AND GO WEST 0.5 MILE ON OLD ROAD, TURN
 OV0367'LEFT AND GO WEST-SOUTHWEST UP FLAT 0.35 MILE TO FENCE LINE ON
 OV0367'TOP OF SMALL KNOLL JUST WEST OF FLAT, GO THROUGH (TAKE
 OV0367'DOWN) FENCE AND WORK WAY UP RIDGE TO SOUTHWEST 0.9 MILE
 OV0367'TO TOP OF RIM, THEN WORK WAY SOUTHEAST 0.9 MILE ALONG TOP
 OV0367'OF RIM TO STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE
 OV0367'STANDARD STATION DISKS IN CONCRETE.
 OV0367'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 OV0367'CONCRETE.  NO. 1 IS 18.77 METERS (61.6 FEET)
 OV0367'FROM STATION.  NO. 2 IS 15.398 METERS
 OV0367'(50.49 FEET) FROM STATION.
 OV0367'DISTANCE BETWEEN REFERENCE MARKS IS 85.23 FEET.  AZIMUTH
 OV0367'MARK IS ON SMALL KNOLL ON ONE OF POINTS OF RIM, 40 PACES FROM
 OV0367'EDGE, AND APPROXIMATELY 1/2 MILE FROM STATION.
 OV0367
 OV0367                          STATION RECOVERY (1949)
 OV0367
 OV0367'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1949
 OV0367'AZIMUTH MARK WAS FOUND IN EXCELLENT CONDITION, EXCEPT THAT
 OV0367'THE TRIANGULAR FLAG IS DOWN.  THE MARK IS STAMPED WALL 1934
 OV0367'AND IS LOCATED 10 M. S OF KAYCEE.
 OV0367
 OV0367                          STATION RECOVERY (1958)
 OV0367
 OV0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OV0367'RECOVERED.
 OV0367'
 OV0367'STATION MARK - STANDARD NGS TABLET SET IN CONCRETE,STAMPED
 OV0367'---WALL 1934---.
 OV0367
 OV0367                          STATION RECOVERY (1982)
 OV0367
 OV0367'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (PAR)
 OV0367'WALL - BARELY VISIBLE 1934 O.K
 OV0367'
 OV0367'BARELY VISIBLE IDENTIFICATION NEEDS TO BE RESTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0401 ***********************************************************************
 OV0401  DESIGNATION -  WALT
 OV0401  PID         -  OV0401
 OV0401  STATE/COUNTY-  WY/NATRONA
 OV0401  USGS QUAD   -  HILAND (1952)
 OV0401
 OV0401                         *CURRENT SURVEY CONTROL
 OV0401  ___________________________________________________________________
 OV0401* NAD 83(1993)-  43 02 11.75841(N)    107 17 19.88519(W)     ADJUSTED  
 OV0401* NAVD 88     -      1957.6    (meters)    6423.     (feet)  VERTCON   
 OV0401  ___________________________________________________________________
 OV0401  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 OV0401  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 OV0401
 OV0401  HORZ ORDER  -  THIRD
 OV0401
 OV0401.The horizontal coordinates were established by classical geodetic methods
 OV0401.and adjusted by the National Geodetic Survey in January 1997..
 OV0401
 OV0401.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0401
 OV0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0401
 OV0401.The geoid height was determined by GEOID03.
 OV0401
 OV0401;                    North         East     Units Scale Factor Converg.
 OV0401;SPC WYEC     -   381,720.442   403,624.264   MT  0.99993766   +0 01 49.3
 OV0401;UTM  13      - 4,767,421.493   313,546.328   MT  1.00002769   -1 33 45.1
 OV0401
 OV0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0401!SPC WYEC     -   0.99969520  x   0.99993766  =   0.99963288
 OV0401!UTM  13      -   0.99969520  x   1.00002769  =   0.99972288
 OV0401
 OV0401:                Primary Azimuth Mark                     Grid Az
 OV0401:SPC WYEC     -  RADAR                                    198 02 17.7
 OV0401:UTM  13      -  RADAR                                    199 37 52.1
 OV0401
 OV0401|---------------------------------------------------------------------|
 OV0401| PID    Reference Object                     Distance      Geod. Az  |
 OV0401|                                                           dddmmss.s |
 OV0401| NR0412 RADAR                               APPROX.13.6 KM 1980407.0 |
 OV0401|---------------------------------------------------------------------|
 OV0401
 OV0401                          SUPERSEDED SURVEY CONTROL
 OV0401
 OV0401  NAD 83(1986)-  43 02 11.75477(N)    107 17 19.88540(W) AD(       ) 3
 OV0401  NAD 27      -  43 02 11.92232(N)    107 17 17.66678(W) AD(       ) 3
 OV0401  NGVD 29 (07/19/86) 1956.6    (m)         6419.     (f) VERT ANG       
 OV0401
 OV0401.Superseded values are not recommended for survey control.
 OV0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0401.See file dsdata.txt to determine how the superseded data were derived.
 OV0401
 OV0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH1354667421(NAD 83)
 OV0401
 OV0401  HISTORY     - Date     Condition        Report By
 OV0401  HISTORY     - UNK      MONUMENTED
 OV0401  HISTORY     - 1957     GOOD             USGS
 OV0401
 OV0401                          STATION DESCRIPTION
 OV0401
 OV0401'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 OV0401'STATION LIES ABOUT 5 MI. E. AND 3 MI. S. OF HILAND, WYOMING.  IN NE.
 OV0401'1/4 SEC. 5, T 35 N, R 87 W.
 OV0401'
 OV0401'RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 OV0401'
 OV0401'TO REACH FROM POST OFFICE AT HILAND, PROCEED EASTERLY ALONG U.S.
 OV0401'HIGHWAY 20 5.3 MI. TO TRAIL RIGHT (SE.), THENCE ALONG TRAIL 0.8 MI.
 OV0401'TO CROSSROADS, CONTINUE STRAIGHT 0.6 MI. TO FORKS, THENCE RIGHT ALONG
 OV0401'TRAIL 1.3 MI. TO CROSSROADS AT FENCE, CONTINUE S. 0.1 MI. TO FORKS,
 OV0401'THENCE RIGHT (S.) 0.4 MI. TO STATION.  STATION LIES ON FLAT TOP AT
 OV0401'S. END.
 OV0401'
 OV0401'STATION MARK--A STANDARD TABLET SET IN CONCRETE POST PROJECTING 5 IN.
 OV0401'ABOVE GROUND, AND STAMPED ---WALT 1950 6419---.
 OV0401'
 OV0401'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK SET IN CONCRETE POST
 OV0401'PROJECTING 4 IN. ABOVE GROUND, AND STAMPED ---WALT 1950---, DISTANT
 OV0401'75.94 FT., N 49 DEG 51 MIN E, FROM STATION.
 OV0401'
 OV0401'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK SET IN CONCRETE
 OV0401'PROJECTING 4 IN. ABOVE GROUND, AND STAMPED ---WALT 1950---, DISTANT
 OV0401'84.80 FT., S 41 DEG 52 MIN E, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0329 ***********************************************************************
 NS0329  DESIGNATION -  WAMPUM
 NS0329  PID         -  NS0329
 NS0329  STATE/COUNTY-  WY/FREMONT
 NS0329  USGS QUAD   -  RAY LAKE (1978)
 NS0329
 NS0329                         *CURRENT SURVEY CONTROL
 NS0329  ___________________________________________________________________
 NS0329* NAD 83(1993)-  42 59 11.55444(N)    108 47 05.21707(W)     ADJUSTED  
 NS0329* NAVD 88     -      1813.2    (meters)    5949.     (feet)  VERTCON   
 NS0329  ___________________________________________________________________
 NS0329  LAPLACE CORR-         -16.06  (seconds)                    DEFLEC99
 NS0329  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 NS0329
 NS0329  HORZ ORDER  -  THIRD
 NS0329
 NS0329.The horizontal coordinates were established by classical geodetic methods
 NS0329.and adjusted by the National Geodetic Survey in January 1997..
 NS0329
 NS0329.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0329
 NS0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0329
 NS0329.The geoid height was determined by GEOID03.
 NS0329
 NS0329;                    North         East     Units Scale Factor Converg.
 NS0329;SPC WYWC     -   276,159.474   597,163.358   MT  0.99993760   -0 01 25.4
 NS0329;UTM  12      - 4,761,701.476   680,601.361   MT  1.00000127   +1 30 38.9
 NS0329
 NS0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0329!SPC WYWC     -   0.99971762  x   0.99993760  =   0.99965524
 NS0329!UTM  12      -   0.99971762  x   1.00000127  =   0.99971889
 NS0329
 NS0329:                Primary Azimuth Mark                     Grid Az
 NS0329:SPC WYWC     -  MILL RESET                               189 11 42.5
 NS0329:UTM  12      -  MILL RESET                               187 39 38.2
 NS0329
 NS0329|---------------------------------------------------------------------|
 NS0329| PID    Reference Object                     Distance      Geod. Az  |
 NS0329|                                                           dddmmss.s |
 NS0329| NS0260 MILL RESET                          APPROX. 5.2 KM 1891017.1 |
 NS0329|---------------------------------------------------------------------|
 NS0329
 NS0329                          SUPERSEDED SURVEY CONTROL
 NS0329
 NS0329  NAD 83(1986)-  42 59 11.53335(N)    108 47 05.22551(W) AD(       ) 3
 NS0329  NGVD 29 (11/06/89) 1812.2    (m)         5946.     (f) VERT ANG       
 NS0329
 NS0329.Superseded values are not recommended for survey control.
 NS0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0329.See file dsdata.txt to determine how the superseded data were derived.
 NS0329
 NS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8060161701(NAD 83)
 NS0329_MARKER: DD = SURVEY DISK
 NS0329_SETTING: 0 = UNSPECIFIED SETTING
 NS0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0329
 NS0329  HISTORY     - Date     Condition        Report By
 NS0329  HISTORY     - 1948     MONUMENTED       USGS
 NS0329
 NS0329                          STATION DESCRIPTION
 NS0329
 NS0329'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NS0329'STATION IS LOCATED ABOUT 11.0 MI. N. OF LANDER, 5.0 MI. ESE. OF
 NS0329'FT. WASHAKIE.  IN SEC. 8, T 1 S, R 1 E.
 NS0329'
 NS0329'TO REACH FROM W. END OF MAIN STREET AT HIGH SCHOOL BLDG. IN LANDER,
 NS0329'GO N. ON U.S. HIGHWAY 287 8.0 MI. TO WHERE HIGHWAY TURNS LEFT AND
 NS0329'JUNCTION OF DIRT RD. N.  TAKE DIRT RD. 0.7 MI. TO Y-RD.  TAKE RIGHT
 NS0329'AND FOLLOW MAIN RD. E. 1.1 MI. TO WHERE RD. TURNS LEFT (N.).  TURN
 NS0329'LEFT 1.5 MI. TO WHERE RD. TURNS RIGHT (E.).  TURN RIGHT 0.025 MI. TO
 NS0329'JUNCTION TRAIL LEFT, TAKE TRAIL OVER IRRIGATION DITCH, THENCE
 NS0329'APPROXIMATELY 150 FT. TO DIM TRAIL RIGHT.  TAKE RIGHT 0.1 MI. TO END
 NS0329'OF TRAIL, THENCE CROSS COUNTRY NORTHERLY TO HIGHEST POINT OF NARROW
 NS0329'RIDGE RUNNING NE-SW.  THIS POINT IS THE HIGHEST IN THE VICINITY,
 NS0329'APPROXIMATELY 1.0 MI. VIA JEEP.
 NS0329'
 NS0329'STATION MARK--STANDARD CAP SET IN CONCRETE POST PROJECTING 7 IN.,
 NS0329'STAMPED---WAMPUM 1948 VABM 5948---.
 NS0329'
 NS0329'REFERENCE MARK NO. 1--STANDARD COPPER NAIL AND WASHER SET IN CONCRETE
 NS0329'POST PROJECTING 10 IN. ABOVE GROUND, 55.10 FT. S. OF STATION IN TRUE
 NS0329'AZIMUTH 6 DEGREES 24 MINUTES 23 SECONDS.
 NS0329'
 NS0329'REFERENCE MARK NO. 2--STANDARD COPPER NAIL (NO WASHER) SET IN CONCRETE
 NS0329'POST PROJECTING 4 IN. ABOVE GROUND, 50.20 FT. W. OF STATION IN TRUE
 NS0329'AZIMUTH 80 DEGREES 12 MINUTES 24 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0811 ***********************************************************************
 MR0811  DESIGNATION -  WANDA
 MR0811  PID         -  MR0811
 MR0811  STATE/COUNTY-  WY/UINTA
 MR0811  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0811
 MR0811                         *CURRENT SURVEY CONTROL
 MR0811  ___________________________________________________________________
 MR0811* NAD 83(1993)-  41 10 44.58959(N)    110 46 36.85314(W)     ADJUSTED  
 MR0811* NAVD 88     -      2469.0    (meters)    8100.     (feet)  VERTCON   
 MR0811  ___________________________________________________________________
 MR0811  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 MR0811  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 MR0811
 MR0811  HORZ ORDER  -  SECOND
 MR0811
 MR0811.The horizontal coordinates were established by classical geodetic methods
 MR0811.and adjusted by the National Geodetic Survey in January 1997..
 MR0811
 MR0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0811
 MR0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0811
 MR0811.The geoid height was determined by GEOID03.
 MR0811
 MR0811;                    North         East     Units Scale Factor Converg.
 MR0811;SPC WY W     -   175,636.541   741,807.980   MT  0.99997916   -0 27 24.0
 MR0811;UTM  12      - 4,558,657.902   518,711.884   MT  0.99960431   +0 08 48.8
 MR0811
 MR0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0811!SPC WY W     -   0.99961511  x   0.99997916  =   0.99959428
 MR0811!UTM  12      -   0.99961511  x   0.99960431  =   0.99921957
 MR0811
 MR0811|---------------------------------------------------------------------|
 MR0811| PID    Reference Object                     Distance      Geod. Az  |
 MR0811|                                                           dddmmss.s |
 MR0811| CP6006 WANDA RM 1                            9.250 METERS 00513     |
 MR0811| CP6007 WANDA RM 2                            9.126 METERS 09711     |
 MR0811| CP6005 WANDA AZ MK                                        1705833.1 |
 MR0811| MR0810 MOUNTAIN FUEL CO ASPEN MTN MST      361.024 METERS 17202     |
 MR0811|---------------------------------------------------------------------|
 MR0811
 MR0811                          SUPERSEDED SURVEY CONTROL
 MR0811
 MR0811  NAD 83(1986)-  41 10 44.57612(N)    110 46 36.84224(W) AD(       ) 2
 MR0811  NAD 27      -  41 10 44.76580(N)    110 46 34.21870(W) AD(       ) 2
 MR0811  NGVD 29 (07/19/86) 2467.6    (m)         8096.     (f) VERT ANG       
 MR0811
 MR0811.Superseded values are not recommended for survey control.
 MR0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0811.See file dsdata.txt to determine how the superseded data were derived.
 MR0811
 MR0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL1871258658(NAD 83)
 MR0811_MARKER: DS = TRIANGULATION STATION DISK
 MR0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0811
 MR0811  HISTORY     - Date     Condition        Report By
 MR0811  HISTORY     - 1962     MONUMENTED       CGS
 MR0811
 MR0811                          STATION DESCRIPTION
 MR0811
 MR0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0811'THE STATION IS ABOUT 19 MILES WEST OF ROBERTSON, 12 MILES
 MR0811'SOUTHEAST OF EVANSTON, ON THE HIGHEST POINT OF A BARE TOPPED
 MR0811'RIDGE THAT HAS A GROWTH OF BRUSH ON THE EAST EDGE.
 MR0811'
 MR0811'TO REACH THE STATION FROM THE RAILROAD OVERPASS IN EVANSTON,
 MR0811'GO SOUTH ON FRONT STREET, WHICH LATER BECOMES STATE HIGHWAY
 MR0811'150, FOR 0.8 MILE TO THE WYOMING STATE HOSPITAL ON THE LEFT.
 MR0811'CONTINUE SOUTHERLY FOR 7.55 MILES TO A BRIDGE SPANNING THE BEAR
 MR0811'RIVER.  CONTINUE SOUTHERLY FOR 1.6 MILES TO A FORK AT A SIGN
 MR0811'UNITED CUBAN OIL INC. NO. 1-FEDERAL.  TAKE THE LEFT FORK AND
 MR0811'GO 0.15 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND FOLLOW
 MR0811'THE MAIN ROAD FOR 0.6 MILE TO A FORK.  TAKE THE LEFT FORK AND
 MR0811'CONTINUE ON THE MAIN ROAD FOR 2.5 MILES TO A BRIDGE JUST
 MR0811'AFTER CROSSING A CATTLEGUARD.  CONTINUE STRAIGHT AHEAD ON THE
 MR0811'MAIN ROAD FOR 1.2 MILES TO A FORK AT THE SOUTHEAST CORNER
 MR0811'OF A CORRAL.  TAKE THE RIGHT FORK AND GO UP GRADE FOR 1.0 MILE TO
 MR0811'A FORK.  TAKE THE RIGHT FORK FOR 0.15 MILE TO A T-JUNCTION.
 MR0811'TURN RIGHT AND GO 0.05 MILE TO A FORK.  TAKE THE RIGHT
 MR0811'FORK AND CONTINUE FOR 0.85 MILE TO THE TOP OF THE RIDGE.
 MR0811'(CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO THE AZIMUTH MARK
 MR0811'ON THE LEFT) TURN RIGHT AND GO NORTH FOR 0.15 MILE TO THE
 MR0811'STATION.
 MR0811'
 MR0811'THE STATION MARK IS A STANDARD DISK, STAMPED WANDA 1962, SET
 MR0811'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 6
 MR0811'INCHES.  IT IS 7 FEET NORTH OF A WITNESS POST.
 MR0811'
 MR0811'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WANDA NO 1 1962,
 MR0811'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0811'7 INCHES.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0811'
 MR0811'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WANDA NO 2 1962,
 MR0811'SET IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING
 MR0811'7 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 MR0811'
 MR0811'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WANDA 1962, SET
 MR0811'IN THE TOP OF A 12 BY 12 INCH CONCRETE POST PROJECTING 4
 MR0811'INCHES.  IT IS ABOUT 120 FEET EAST OF THE EAST EDGE OF THE
 MR0811'BLUFF, 55 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD AND
 MR0811'3.0 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0636 ***********************************************************************
 NQ0636  DESIGNATION -  WARBONNET
 NQ0636  PID         -  NQ0636
 NQ0636  STATE/COUNTY-  WY/CONVERSE
 NQ0636  USGS QUAD   -  WARBONNET PEAK (1992)
 NQ0636
 NQ0636                         *CURRENT SURVEY CONTROL
 NQ0636  ___________________________________________________________________
 NQ0636* NAD 83(1993)-  42 26 05.45392(N)    105 47 38.10532(W)     ADJUSTED  
 NQ0636* NAVD 88     -      2870.6    (meters)    9418.     (feet)  VERTCON   
 NQ0636  ___________________________________________________________________
 NQ0636  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 NQ0636  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 NQ0636
 NQ0636  HORZ ORDER  -  SECOND
 NQ0636
 NQ0636.The horizontal coordinates were established by classical geodetic methods
 NQ0636.and adjusted by the National Geodetic Survey in January 1997..
 NQ0636
 NQ0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0636
 NQ0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0636
 NQ0636.The geoid height was determined by GEOID03.
 NQ0636
 NQ0636;                    North         East     Units Scale Factor Converg.
 NQ0636;SPC WY E     -   215,067.187   148,390.186   MT  0.99997026   -0 25 23.7
 NQ0636;UTM  13      - 4,698,364.053   434,698.945   MT  0.99965246   -0 32 08.6
 NQ0636
 NQ0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0636!SPC WY E     -   0.99955176  x   0.99997026  =   0.99952203
 NQ0636!UTM  13      -   0.99955176  x   0.99965246  =   0.99920437
 NQ0636
 NQ0636|---------------------------------------------------------------------|
 NQ0636| PID    Reference Object                     Distance      Geod. Az  |
 NQ0636|                                                           dddmmss.s |
 NQ0636| CQ4348 WARBONNET RM 2                        6.529 METERS 10942     |
 NQ0636| NQ0637 25                                    3.224 METERS 23856     |
 NQ0636| CQ4347 WARBONNET AZ MK                                    2545914.7 |
 NQ0636|---------------------------------------------------------------------|
 NQ0636
 NQ0636                          SUPERSEDED SURVEY CONTROL
 NQ0636
 NQ0636  NAD 83(1986)-  42 26 05.43820(N)    105 47 38.09394(W) AD(       ) 2
 NQ0636  NAD 27      -  42 26 05.55900(N)    105 47 36.08600(W) AD(       ) 2
 NQ0636  NGVD 29 (07/19/86) 2869.5    (m)         9414.     (f) VERT ANG       
 NQ0636
 NQ0636.Superseded values are not recommended for survey control.
 NQ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0636.See file dsdata.txt to determine how the superseded data were derived.
 NQ0636
 NQ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG3469998364(NAD 83)
 NQ0636_MARKER: DS = TRIANGULATION STATION DISK
 NQ0636_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0636
 NQ0636  HISTORY     - Date     Condition        Report By
 NQ0636  HISTORY     - 1948     MONUMENTED       CGS
 NQ0636
 NQ0636                          STATION DESCRIPTION
 NQ0636
 NQ0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0636'STATION IS LOCATED IN T. 29 N., R. 75 W., IN MEDICINE BOW
 NQ0636'NATIONAL FOREST, ON HIGHEST POINT IN VICINITY WHICH IS LOCALLY
 NQ0636'KNOWN AS WARBONNET PEAK, ABOUT 31 MILES AIRLINE SOUTHWEST OF
 NQ0636'DOUGLAS, 30 MILES AIRLINE SOUTH OF GLENROCK, 4 FEET NORTH OF
 NQ0636'A ROUND, 6 INCH POST, SET FLUSH, AND STAMPED, WARBONNET 1948.
 NQ0636'
 NQ0636'REFERENCE MARK NO. 1 IS A U.S. FOREST SERVICE BRONZE DISK
 NQ0636'SET IN A DRILL HOLE IN BEDROCK, ABOUT 24 INCHES HIGHER THAN
 NQ0636'STATION, PROJECTS 18 INCHES, AND STAMPED, 25 1936.
 NQ0636'
 NQ0636'REFERENCE MARK NO. 2 IS ABOUT 6 INCHES LOWER THAN STATION,
 NQ0636'PROJECTS 24 INCHES, AND STAMPED, WARBONNET NO 2 1948.
 NQ0636'
 NQ0636'AZIMUTH MARK IS LOCATED ABOUT MIDWAY ON A RIDGE WHICH RUNS
 NQ0636'NORTH AND SOUTH, 6 FEET NORTH OF A WHITE WITNESS POST, PROJECTS
 NQ0636'8 FEET, AND STAMPED, WARBONNET 1948.
 NQ0636'
 NQ0636'TO REACH FROM RAILROAD CROSSING IN DOUGLAS, GO WEST ON U.S.
 NQ0636'HIGHWAY 20 FOR 4.0 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT
 NQ0636'AND GO 3.0 MILES TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD
 NQ0636'FOR 10.6 MILES TO A ROAD LEFT AT SIGN.  LA PRELE RANGER STATION
 NQ0636'23.  TURN LEFT AND GO 2.6 MILES TO A FORK AT SIGN, LA PRELE
 NQ0636'RANGER STATION 20 DOUGLAS 20.  TURN LEFT AND GO 8.4 MILES TO
 NQ0636'A FORK AT SIGN, DOUGLAS 29 LA BONTE CANYON 12.  TAKE RIGHT
 NQ0636'FORK AND FOLLOW MAIN ROAD FOR 7.65 MILES TO FORK AT TWO MAIL
 NQ0636'BOXES AND SIGN, H-V RANCH.  TAKE RIGHT FORK AND GO 3.6 MILES
 NQ0636'TO LA PRELE RANGER STATION ON LEFT.  CONTINUE STRAIGHT AHEAD
 NQ0636'FOR 2.45 MILES TO DIM FORK ON LEFT.  TURN LEFT ONTO DIM
 NQ0636'ROAD AND GO 0.1 MILE TO FENCE CORNER.  KEEP LEFT ALONG EAST
 NQ0636'SIDE OF FENCE FOR 0.35 MILE TO A TRACK ROAD.  TURN LEFT ON TO
 NQ0636'TRACK ROAD FOR 0.3 MILE TO FORK.  TAKE LEFT FORK AND GO
 NQ0636'1.45 MILE TO DIM FORK.  KEEP LEFT FORK AND GO 0.55 MILE TO A
 NQ0636'POLE BRIDGE.  CONTINUE ON ROAD FOR 0.5 MILE TO FORK.  KEEP
 NQ0636'LEFT FORK FOR 0.55 MILE TO FORK.  KEEP LEFT FORK AND GO 0.3
 NQ0636'MILE TO A SMALL POLE BRIDGE.  CONTINUE ON ROAD FOR 1.3 MILE
 NQ0636'TO DIM FORK.  TURN SHARP RIGHT AND GO 0.2 MILE, CROSSING
 NQ0636'TWO SMALL POLE BRIDGES, TO A SMALL MEADOW.  TURN LEFT,
 NQ0636'LEAVING TRACK ROAD, AND GO NORTHEAST THROUGH TREES TO
 NQ0636'ANOTHER MEADOW AND A LONE, TRIANGLE BLAZED, PINE TREE, TRAVEL
 NQ0636'0.35 MILE.  TURN LEFT AND GO NORTH FOR 0.2 MILE TO ANOTHER
 NQ0636'TRIANGLE BLAZED TREE.  GO NORTHEAST UP LEFT SIDE OF DRAW
 NQ0636'FOR 0.6 MILE.  THENCE LEFT UP TO TOP OF RIDGE FOR 0.1 MILE
 NQ0636'TO AZIMUTH MARK AS DESCRIBED ABOVE.  TURN RIGHT ALONG RIDGE
 NQ0636'TO END OF RIDGE, CROSS SMALL SADDLE ONTO ANOTHER RIDGE
 NQ0636'AND GRASSY SPOT, WITH A TRIANGLE BLAZED TREE ON SOUTH EDGE
 NQ0636'OF GRASSY SPOT, TRAVEL 0.3 MILE.  END OF TRUCK TRAVEL,
 NQ0636'PACK EAST UP ROCKY SLOPE TO HIGHEST POINT AND STATION AS
 NQ0636'DESCRIBED ABOVE.  A TEN MINUTE PACK.
 NQ0636'
 NQ0636'NOTE--TO DRIVE LAST MILE OF ABOVE, IT REQUIRES A TRUCK WITH
 NQ0636'FOUR WHEEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0546 ***********************************************************************
 NR0546  DESIGNATION -  WARD
 NR0546  PID         -  NR0546
 NR0546  STATE/COUNTY-  WY/NATRONA
 NR0546  USGS QUAD   -  THE REEFS (1984)
 NR0546
 NR0546                         *CURRENT SURVEY CONTROL
 NR0546  ___________________________________________________________________
 NR0546* NAD 83(1993)-  42 56 40.81378(N)    106 20 48.09211(W)     ADJUSTED  
 NR0546* NAVD 88     -      1661.0    (meters)    5449.     (feet)  VERTCON   
 NR0546  ___________________________________________________________________
 NR0546  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 NR0546  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 NR0546
 NR0546  HORZ ORDER  -  THIRD
 NR0546
 NR0546.The horizontal coordinates were established by classical geodetic methods
 NR0546.and adjusted by the National Geodetic Survey in January 1997..
 NR0546
 NR0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0546
 NR0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0546
 NR0546.The geoid height was determined by GEOID03.
 NR0546
 NR0546;                    North         East     Units Scale Factor Converg.
 NR0546;SPC WYEC     -   371,979.833   480,519.078   MT  1.00001723   +0 40 20.0
 NR0546;UTM  13      - 4,755,550.316   390,134.151   MT  0.99974849   -0 55 03.3
 NR0546
 NR0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0546!SPC WYEC     -   0.99974167  x   1.00001723  =   0.99975890
 NR0546!UTM  13      -   0.99974167  x   0.99974849  =   0.99949023
 NR0546
 NR0546:                Primary Azimuth Mark                     Grid Az
 NR0546:SPC WYEC     -  MESA                                     114 48 02.1
 NR0546:UTM  13      -  MESA                                     116 23 25.4
 NR0546
 NR0546|---------------------------------------------------------------------|
 NR0546| PID    Reference Object                     Distance      Geod. Az  |
 NR0546|                                                           dddmmss.s |
 NR0546| NR0354 MESA                                APPROX. 6.4 KM 1152822.1 |
 NR0546|---------------------------------------------------------------------|
 NR0546
 NR0546                          SUPERSEDED SURVEY CONTROL
 NR0546
 NR0546  NAD 83(1986)-  42 56 40.79885(N)    106 20 48.06898(W) AD(       ) 3
 NR0546  NGVD 29 (09/08/93) 1660.1    (m)         5447.     (f) VERT ANG       
 NR0546
 NR0546.Superseded values are not recommended for survey control.
 NR0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0546.See file dsdata.txt to determine how the superseded data were derived.
 NR0546
 NR0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9013455550(NAD 83)
 NR0546_MARKER: DS = TRIANGULATION STATION DISK
 NR0546_SETTING: 0 = UNSPECIFIED SETTING
 NR0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0546
 NR0546  HISTORY     - Date     Condition        Report By
 NR0546  HISTORY     - 1948     MONUMENTED       USGS
 NR0546
 NR0546                          STATION DESCRIPTION
 NR0546
 NR0546'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0546'STATION IS LOCATED ON THE HIGHEST AND MOST NORTHWESTERLY RISE ON A
 NR0546'ROLLING E-W. RIDGE.  ABOUT 2.0 MI. N. OF WARDWELL AIRPORT AND ABOUT
 NR0546'3/4 MI. W. OF HIGHWAY.  LOCATED ABOUT CENTER OF SEC. 5, T 34 N,
 NR0546'R 79 W.
 NR0546'
 NR0546'TO REACH FROM CASPER, FROM JUNCTION OF U.S. HIGHWAY 20 AND 87, ABOUT
 NR0546'1.0 MI. W. OF CASPER CITY LIMITS.  FOLLOW U.S. HIGHWAY 87 N. FOR 7.0
 NR0546'MI. TO GATE IN FENCE AND DIM TRAIL NW., ABOUT 0.2 MI. S. OF CREST
 NR0546'OF HILL.  GO THROUGH GATE AND GO N. ALONG FENCE 0.15 MI., THENCE NW.
 NR0546'0.20 MI. TO GATE IN N-S. FENCE, GO THROUGH GATE AND CONTINUE W. ON
 NR0546'RD. 0.5 MI. TO N-S. FENCE, THENCE N. ALONG W. SIDE OF FENCE FOR 0.25
 NR0546'MI. TO FENCE CORNER, THENCE NE. 0.10 MI. TO HIGHEST POINT AND STATION.
 NR0546'
 NR0546'STATION MARK--STANDARD TABLET STAMPED---WARD 1947 5446---, SET IN
 NR0546'8-IN. BY 8-IN. BY 4-FT. CONCRETE POST.
 NR0546'
 NR0546'REFERENCE MARK NO. 1--GENERAL LAND OFFICE CENTER 1/4 CORNER SECTION 5,
 NR0546'T, 34 N, R 79 W, 374.6 FT. SW. OF STATION MARK N 32 DEGREES
 NR0546'07 MINUTES, NE.
 NR0546'
 NR0546'REFERENCE MARK NO. 2--A ONE INCH IRON PIPE EXTENDING 8 INCHES ABOVE
 NR0546'GROUND, 42.85 FT. NW. OF STATION MARK N 41 DEGREES 20 MINUTES, SE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0353 ***********************************************************************
 PX0353  DESIGNATION -  WARDEL
 PX0353  PID         -  PX0353
 PX0353  STATE/COUNTY-  WY/BIG HORN
 PX0353  USGS QUAD   -  WARDEL RESERVOIR (1951)
 PX0353
 PX0353                         *CURRENT SURVEY CONTROL
 PX0353  ___________________________________________________________________
 PX0353* NAD 83(1993)-  44 19 39.54372(N)    108 16 39.31884(W)     ADJUSTED  
 PX0353* NAVD 88     -      1394.1    (meters)    4574.     (feet)  VERTCON   
 PX0353  ___________________________________________________________________
 PX0353  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 PX0353  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 PX0353
 PX0353  HORZ ORDER  -  FIRST
 PX0353
 PX0353.The horizontal coordinates were established by classical geodetic methods
 PX0353.and adjusted by the National Geodetic Survey in January 1997..
 PX0353
 PX0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0353
 PX0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0353
 PX0353.The geoid height was determined by GEOID03.
 PX0353
 PX0353;                    North         East     Units Scale Factor Converg.
 PX0353;SPC WYEC     -   525,587.796   324,687.532   MT  1.00000723   -0 39 35.4
 PX0353;UTM  12      - 4,911,870.191   717,064.201   MT  1.00017949   +1 54 11.0
 PX0353
 PX0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0353!SPC WYEC     -   0.99978356  x   1.00000723  =   0.99979079
 PX0353!UTM  12      -   0.99978356  x   1.00017949  =   0.99996301
 PX0353
 PX0353:                Primary Azimuth Mark                     Grid Az
 PX0353:SPC WYEC     -  62 AV                                    016 37 41.0
 PX0353:UTM  12      -  62 AV                                    014 03 54.6
 PX0353
 PX0353|---------------------------------------------------------------------|
 PX0353| PID    Reference Object                     Distance      Geod. Az  |
 PX0353|                                                           dddmmss.s |
 PX0353| CQ7574 62 AV                                              0155805.6 |
 PX0353| CQ7575 WARDEL RM 1                          14.601 METERS 13546     |
 PX0353| CQ7576 WARDEL RM 2                           9.964 METERS 29304     |
 PX0353|---------------------------------------------------------------------|
 PX0353
 PX0353                          SUPERSEDED SURVEY CONTROL
 PX0353
 PX0353  NAD 83(1986)-  44 19 39.53346(N)    108 16 39.31420(W) AD(       ) 1
 PX0353  NAD 27      -  44 19 39.69310(N)    108 16 36.92700(W) AD(       ) 1
 PX0353  NGVD 29 (11/06/89) 1393.2    (m)         4571.     (f) VERT ANG       
 PX0353
 PX0353.Superseded values are not recommended for survey control.
 PX0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0353.See file dsdata.txt to determine how the superseded data were derived.
 PX0353
 PX0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ1706411870(NAD 83)
 PX0353_MARKER: DS = TRIANGULATION STATION DISK
 PX0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0353
 PX0353  HISTORY     - Date     Condition        Report By
 PX0353  HISTORY     - 1948     MONUMENTED       USGS
 PX0353  HISTORY     - 1957     GOOD             CGS
 PX0353  HISTORY     - 1957     GOOD             USGS
 PX0353  HISTORY     - 1989     GOOD             USAF
 PX0353
 PX0353                          STATION DESCRIPTION
 PX0353
 PX0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0353'STATION IS ON THE HIGHEST POINT OF A RIM OVERLOOKING DORSEY
 PX0353'CREEK, ABOUT 11-1/2 MILES WEST AND 3 MILES SOUTH OF BASIN,
 PX0353'ABOUT 5 MILES SOUTH OF OTTO, 2 MILES SOUTHEAST OF THE WARDEL
 PX0353'RESERVOIR AND 1 MILE SOUTH OF DORSEY CREEK.
 PX0353'
 PX0353'REACHED FROM THE MAIN INTERSECTION IN OTTO BY GOING SOUTH ON
 PX0353'A GOOD GRAVELED ROAD FOR 1.4 MILE TO A BRIDGE OVER GREYBULL
 PX0353'RIVER, CROSS THE BRIDGE AND CONTINUE SOUTH ON THE GRAVELED
 PX0353'ROAD FOR 1.85 MILE TO A FORK, KEEP THE RIGHT ROAD AND CONTINUE
 PX0353'SOUTH, MAIN TRAVELED ROAD FOR 0.45 MILE TO A T-ROAD LEFT, KEEP
 PX0353'STRAIGHT AHEAD FOR 0.05 MILE TO A ROAD FORK, KEEP THE RIGHT
 PX0353'FORK AND GO WEST FOR ABOUT 25 YARDS TO A U.S. GEOLOGICAL
 PX0353'SURVEY BENCH MARK ON THE LEFT WHICH WAS USED FOR THE AZIMUTH
 PX0353'MARK TO THE STATION, KEEP STRAIGHT AHEAD, WEST AND GO 0.25
 PX0353'MILE TO A ROAD FORK, KEEP THE LEFT ROAD AND GO SOUTHERLY
 PX0353'FOR 0.15 MILE TO AN OLD CORRAL, BEAR RIGHT, PASSING ON THE
 PX0353'EAST SIDE OF THE CORRAL AND CONTINUE SOUTHERLY, ON THE
 PX0353'MAIN ROAD FOR 0.25 MILE TO DORSEY CREEK AND THE END OF
 PX0353'CONVENTIONAL TRUCK TRAVEL, CROSS THE CREEK AND CONTINUE
 PX0353'SOUTHERLY, ON THE MAIN ROAD FOR 0.25 MILE TO A ROAD FORK, KEEP
 PX0353'THE LEFT ROAD AND CONTINUE SOUTHERLY FOR 0.25 MILE TO
 PX0353'WHERE THE ROAD STARTS TO BEAR RIGHT UP WASH, BEAR RIGHT,
 PX0353'KEEPING THE MAIN ROAD AND CONTINUE SOUTHERLY FOR 0.7
 PX0353'MILE TO U.S. GEOLOGICAL SURVEY BENCH MARK 4281 63 AV ON
 PX0353'THE LEFT, KEEP STRAIGHT AND GO SOUTHERLY FOR 1.25 MILE
 PX0353'TO A DIM RIGHT FORK, BEAR RIGHT, WESTERLY AND FOLLOW
 PX0353'THE DIM ROAD FOR 1.2 MILE TO A STAKE AND A DUG TRIANGLE ON
 PX0353'THE LEFT, KEEP STRAIGHT AHEAD FOR 0.05 MILE TO A GULLEY,
 PX0353'CROSS THE GULLEY, REVERSE TO THE RIGHT AND WORK WAY TO A
 PX0353'BLADED TRAIL AT THE BASE OF A SPUR RIDGE, KEEP
 PX0353'STRAIGHT AHEAD AND FOLLOW THE BLADED TRAIL FOR 0.5 MILE TO THE
 PX0353'TOP OF THE MAIN RIM, KEEP STRAIGHT AHEAD, ON THE BLADED TRAIL
 PX0353'FOR 0.3 MILE TO HIGHEST POINT AND STATION.
 PX0353'
 PX0353'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STATION
 PX0353'MARK DISK, STAMPED VA H 571 WARDEL 1948, SET IN THE TOP OF A
 PX0353'5 X 5 INCH SQUARE, CONCRETE POST PROJECTING 5 INCHES.  A
 PX0353'4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET NORTHEAST OF THE
 PX0353'MARK.
 PX0353'
 PX0353'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 PX0353'MARK, STAMPED NO 1 1948, SET IN THE TOP OF A 6 X 6 INCH SQUARE,
 PX0353'CONCRETE POST PROJECTING 6 INCHES.
 PX0353'
 PX0353'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 PX0353'MARK, STAMPED NO 2 1948, SET IN THE TOP OF A 5 X 5 INCH
 PX0353'SQUARE, CONCRETE POST PROJECTING 8 INCHES.
 PX0353'
 PX0353'AZIMUTH MARK IS A STANDARD U.S. GEOLGICAL SURVEY BENCH MARK,
 PX0353'STAMPED 4199 FT 62 AV 1948, SET IN THE TOP OF A 6 X 6 INCH
 PX0353'SQUARE, CONCRETE POST PROJECTING 5 INCHES.  IT IS 101 FEET
 PX0353'WEST OF A GRAVELED ROAD, 27 FEET NORTH OF A GRADED ROAD, 14
 PX0353'FEET SOUTH OF A GRADED ROAD AND 104 FEET SOUTHEAST OF A FENCE
 PX0353'CORNER.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT EAST OF
 PX0353'THE MARK.
 PX0353
 PX0353                          STATION RECOVERY (1957)
 PX0353
 PX0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 PX0353'STATION LOCATED ABOUT 5 MI. S. OF OTTO, IN SE.1/4 SEC. 4 R.95 W., T.
 PX0353'50 N., ABOUT 13 MI. W. OF BASIN, ABOUT 2 MI. SE. OF WARDEL RESERVOIR,
 PX0353'ON HIGH POINT ON S. RIM OF DORSEY CREEK.
 PX0353'
 PX0353'TO REACH FROM OLSONS GENERAL STORE IN OTTO, GO S. 2.0 MI. -0.6 MI.
 PX0353'PAST GREYBULL RIVER BRIDGE- TO A CROSSROAD TURN LEFT AND GO E. 0.5 MI.
 PX0353'TO RD., TURN RIGHT AND GO SW. 2.4 MI. TO BRIDGE OVER SMALL IRRIGATION
 PX0353'DITCH, CONTINUE SW. ON FARM RD. 0.4 MI. TO SHEEP SHEDS, CROSS SMALL
 PX0353'CANAL JUST S. OF SHED AND FOLLOW TRAIL SE. 0.25 MI. TO DORSEY CREEK
 PX0353'CROSS CREEK AND FOLLOW MAIN TRAIL S. 2.1 MI. TO FORK, TAKE RIGHT FORK
 PX0353'AND GO SW. 0.9 MI. TO TRAIL FORK, TAKE RIGHT AND GO N. 0.8  MI. TO
 PX0353'FORK AND GO N. 0.8 MI. TO TOP OF RIDGE, TURN LEFT OFF TRAIL AND FOLLOW
 PX0353'RIDGE N. FOR 0.2 MI. TO HIGHEST POINT AND STATION.
 PX0353'
 PX0353'STATION MARK - STANDARD TABLET, STAMPED ---WARDEL 1948 4571--- IN TOP
 PX0353'OF CONCRETE MONUMENT BURIED IN GROUND AND PROJECTING ABOUT 6 IN.
 PX0353'
 PX0353'REFERENCE MARK NO.1 - STANDARD TABLET, STAMPED ---NO.1 1948--- IN TOP
 PX0353'OF CONCRETE MONUMENT BURIED IN GROUND, 48 FT., N 44 DEG 15 MIN W.
 PX0353'
 PX0353'REFERENCE MARK NO.2 - STANDARD TABLET STAMPED ---NO.2 1948--- IN TOP
 PX0353'OF MONUMENT BURIED IN GROUND 32.7 FT., S 66 DEG 57 MIN E.
 PX0353
 PX0353                          STATION RECOVERY (1989)
 PX0353
 PX0353'RECOVERY NOTE BY US AIR FORCE 1989 (ESL)
 PX0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0455 ***********************************************************************
 OU0455  DESIGNATION -  WARDEN
 OU0455  PID         -  OU0455
 OU0455  STATE/COUNTY-  WY/CAMPBELL
 OU0455  USGS QUAD   -  SAVAGETON (1973)
 OU0455
 OU0455                         *CURRENT SURVEY CONTROL
 OU0455  ___________________________________________________________________
 OU0455* NAD 83(1993)-  43 52 27.22625(N)    105 46 16.16961(W)     ADJUSTED  
 OU0455* NAVD 88     -      1583.7    (meters)    5196.     (feet)  VERTCON   
 OU0455  ___________________________________________________________________
 OU0455  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 OU0455  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 OU0455
 OU0455  HORZ ORDER  -  THIRD
 OU0455
 OU0455.The horizontal coordinates were established by classical geodetic methods
 OU0455.and adjusted by the National Geodetic Survey in January 1997..
 OU0455
 OU0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0455
 OU0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0455
 OU0455.The geoid height was determined by GEOID03.
 OU0455
 OU0455;                    North         East     Units Scale Factor Converg.
 OU0455;SPC WY E     -   374,953.336   151,416.732   MT  0.99996652   -0 25 08.3
 OU0455;UTM  13      - 4,858,192.932   438,042.544   MT  0.99964721   -0 32 04.2
 OU0455
 OU0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0455!SPC WY E     -   0.99975402  x   0.99996652  =   0.99972055
 OU0455!UTM  13      -   0.99975402  x   0.99964721  =   0.99940132
 OU0455
 OU0455:                Primary Azimuth Mark                     Grid Az
 OU0455:SPC WY E     -  NILES                                    169 27 56.6
 OU0455:UTM  13      -  NILES                                    169 34 52.5
 OU0455
 OU0455|---------------------------------------------------------------------|
 OU0455| PID    Reference Object                     Distance      Geod. Az  |
 OU0455|                                                           dddmmss.s |
 OU0455| OU0435 NILES                               APPROX.10.1 KM 1690248.3 |
 OU0455|---------------------------------------------------------------------|
 OU0455
 OU0455                          SUPERSEDED SURVEY CONTROL
 OU0455
 OU0455  NAD 83(1986)-  43 52 27.20716(N)    105 46 16.14434(W) AD(       ) 3
 OU0455  NAD 27      -  43 52 27.30361(N)    105 46 14.13640(W) AD(       ) 3
 OU0455  NGVD 29 (07/19/86) 1582.9    (m)         5193.     (f) VERT ANG       
 OU0455
 OU0455.Superseded values are not recommended for survey control.
 OU0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0455.See file dsdata.txt to determine how the superseded data were derived.
 OU0455
 OU0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ3804358193(NAD 83)
 OU0455_MARKER: DD = SURVEY DISK
 OU0455_SETTING: 66 = SET IN ROCK OUTCROP
 OU0455_SP_SET: SET IN ROCK OUTCROP
 OU0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0455+STABILITY: POSITION/ELEVATION WELL
 OU0455
 OU0455  HISTORY     - Date     Condition        Report By
 OU0455  HISTORY     - 1952     MONUMENTED       USGS
 OU0455
 OU0455                          STATION DESCRIPTION
 OU0455
 OU0455'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 OU0455'STATION IS LOCATED IN THE NE. 1/4 SEC. 17, T 45 N, R 74 W, 30.5 MI.
 OU0455'(AIRLINE) SW. OF GILLETTE AND ABOUT 0.75 MI. NE. OF SAVAGETON, ON
 OU0455'STATE SECONDARY ROAD 109.
 OU0455'
 OU0455'TO REACH THE STATION FROM SAVAGETON, TURN RIGHT (E.) ON GRADED RD. AT
 OU0455'SAVAGETON AND GO 1.0 MI. TO A N-S. CROSS FENCE, TURN LEFT (N.)
 OU0455'KEEPING TO THE FIELD RD. W. OF THE FENCE LINE, GO N. 0. 6 MI. TO
 OU0455'BASE OF HILL, TURN LEFT AND GO 0.1 MI. TO THE SOUTHERN TOP OF HILL
 OU0455'AND THE STATION.
 OU0455'
 OU0455'STATION MARK--STANDARD TABLET, CEMENTED IN FLAT ROCK OUTCROP, STAMPED
 OU0455'---WARDEN 1952---.
 OU0455'
 OU0455'REFERENCE MARK NO. 1--STANDARD REFERENCE DISK, SET IN SANDSTONE
 OU0455'OUTCROP, STAMPED ---WARDEN NO. 1 1952---, 25.55 FT. DISTANT,
 OU0455'N 08 DEG 17 MIN E.
 OU0455'
 OU0455'REFERENCE MARK NO. 2--STANDARD REFERENCE DISK, SET IN SANDSTONE
 OU0455'OUTCROP, STAMPED ---WARDEN NO. 2 1952----, 29.40 FT. DISTANT,
 OU0455'S 84 DEG 22 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0374 ***********************************************************************
 OW0374  DESIGNATION -  WARM SPRINGS LOOKOUT TOWER
 OW0374  PID         -  OW0374
 OW0374  STATE/COUNTY-  WY/FREMONT
 OW0374  USGS QUAD   -  WARM SPRING MOUNTAIN (1991)
 OW0374
 OW0374                         *CURRENT SURVEY CONTROL
 OW0374  ___________________________________________________________________
 OW0374* NAD 83(1993)-  43 33 25.75363(N)    109 47 28.06027(W)     ADJUSTED  
 OW0374* NAVD 88     -      2901.1    (meters)    9518.     (feet)  VERTCON   
 OW0374  ___________________________________________________________________
 OW0374  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 OW0374  GEOID HEIGHT-          -7.83  (meters)                     GEOID03
 OW0374
 OW0374  HORZ ORDER  -  THIRD
 OW0374
 OW0374.The horizontal coordinates were established by classical geodetic methods
 OW0374.and adjusted by the National Geodetic Survey in January 1997..
 OW0374
 OW0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0374
 OW0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0374
 OW0374.The geoid height was determined by GEOID03.
 OW0374
 OW0374;                    North         East     Units Scale Factor Converg.
 OW0374;SPC WYWC     -   340,075.340   515,881.522   MT  1.00002451   -0 43 02.9
 OW0374;SPC WY W     -   439,590.158   823,608.835   MT  0.99994435   +0 12 04.9
 OW0374;UTM  12      - 4,823,398.625   597,638.599   MT  0.99971726   +0 49 59.1
 OW0374
 OW0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0374!SPC WYWC     -   0.99954650  x   1.00002451  =   0.99957100
 OW0374!SPC WY W     -   0.99954650  x   0.99994435  =   0.99949087
 OW0374!UTM  12      -   0.99954650  x   0.99971726  =   0.99926389
 OW0374
 OW0374:                Primary Azimuth Mark                     Grid Az
 OW0374:SPC WYWC     -  GEYSER                                   179 36 04.4
 OW0374:SPC WY W     -  GEYSER                                   178 40 56.6
 OW0374:UTM  12      -  GEYSER                                   178 03 02.4
 OW0374
 OW0374|---------------------------------------------------------------------|
 OW0374| PID    Reference Object                     Distance      Geod. Az  |
 OW0374|                                                           dddmmss.s |
 OW0374| OW0375 GEYSER                              APPROX. 6.3 KM 1785301.5 |
 OW0374|---------------------------------------------------------------------|
 OW0374
 OW0374                          SUPERSEDED SURVEY CONTROL
 OW0374
 OW0374  NAD 83(1986)-  43 33 25.74274(N)    109 47 28.05011(W) AD(       ) 3
 OW0374  NAD 27      -  43 33 25.91700(N)    109 47 25.46900(W) AD(       ) 3
 OW0374  NGVD 29 (07/19/86) 2899.8    (m)         9514.     (f) VERT ANG       
 OW0374
 OW0374.Superseded values are not recommended for survey control.
 OW0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0374.See file dsdata.txt to determine how the superseded data were derived.
 OW0374
 OW0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP9763923399(NAD 83)
 OW0374_MARKER: 57 = LOOKOUT TOWER
 OW0374
 OW0374  HISTORY     - Date     Condition        Report By
 OW0374  HISTORY     - 1936     FIRST OBSERVED   USGS
 OW0374  HISTORY     - 1954     GOOD             USGS
 OW0374
 OW0374                          STATION DESCRIPTION
 OW0374
 OW0374'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 OW0374'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0995 ***********************************************************************
 MO0995  DESIGNATION -  WARNER
 MO0995  PID         -  MO0995
 MO0995  STATE/COUNTY-  WY/GOSHEN
 MO0995  USGS QUAD   -  HUNTLEY (1990)
 MO0995
 MO0995                         *CURRENT SURVEY CONTROL
 MO0995  ___________________________________________________________________
 MO0995* NAD 83(1993)-  41 59 40.66663(N)    104 12 05.63153(W)     ADJUSTED  
 MO0995* NAVD 88     -      1364.     (meters)    4475.     (feet)  SCALED    
 MO0995  ___________________________________________________________________
 MO0995  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 MO0995  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 MO0995
 MO0995  HORZ ORDER  -  SECOND
 MO0995
 MO0995.The horizontal coordinates were established by classical geodetic methods
 MO0995.and adjusted by the National Geodetic Survey in January 1997..
 MO0995
 MO0995.The orthometric height was scaled from a topographic map.
 MO0995
 MO0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0995
 MO0995.The geoid height was determined by GEOID03.
 MO0995
 MO0995;                    North         East     Units Scale Factor Converg.
 MO0995;SPC WY E     -   166,431.847   279,961.593   MT  1.00001615   +0 38 44.7
 MO0995;UTM  13      - 4,649,488.254   566,130.332   MT  0.99965381   +0 32 03.2
 MO0995
 MO0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0995!SPC WY E     -   0.99978890  x   1.00001615  =   0.99980505
 MO0995!UTM  13      -   0.99978890  x   0.99965381  =   0.99944279
 MO0995
 MO0995:                Primary Azimuth Mark                     Grid Az
 MO0995:SPC WY E     -  TORRINGTON SOUTH MUNICIPAL TK            007 12 22.2
 MO0995:UTM  13      -  TORRINGTON SOUTH MUNICIPAL TK            007 19 03.7
 MO0995
 MO0995|---------------------------------------------------------------------|
 MO0995| PID    Reference Object                     Distance      Geod. Az  |
 MO0995|                                                           dddmmss.s |
 MO0995| NQ0467 TORRINGTON SOUTH MUNICIPAL TK       APPROX. 7.9 KM 0075106.9 |
 MO0995| NQ0471 TORRINGTON UN TEL MICROWAVE         APPROX. 7.9 KM 0094513.9 |
 MO0995| NQ0469 TORRINGTON HOLLY SUGAR CO STK       APPROX. 6.0 KM 0120226.4 |
 MO0995| CQ4350 WARNER RM 1                          10.368 METERS 09230     |
 MO0995| MO1012 YODER MUNICIPAL TANK                APPROX.11.7 KM 2213048.0 |
 MO0995| CQ4349 WARNER AZ MK                                       3222556.4 |
 MO0995| MO0994 ET 24 GT                             19.880 METERS 34835     |
 MO0995| NQ0466 TORRINGTON STA KGOS RADIO MAST      APPROX. 8.3 KM 3595144.8 |
 MO0995|---------------------------------------------------------------------|
 MO0995
 MO0995                          SUPERSEDED SURVEY CONTROL
 MO0995
 MO0995  NAD 83(1986)-  41 59 40.64995(N)    104 12 05.63800(W) AD(       ) 2
 MO0995  NAD 27      -  41 59 40.77500(N)    104 12 03.81290(W) AD(       ) 2
 MO0995
 MO0995.Superseded values are not recommended for survey control.
 MO0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0995.See file dsdata.txt to determine how the superseded data were derived.
 MO0995
 MO0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG6613049488(NAD 83)
 MO0995_MARKER: DS = TRIANGULATION STATION DISK
 MO0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0995
 MO0995  HISTORY     - Date     Condition        Report By
 MO0995  HISTORY     - 1963     MONUMENTED       CGS
 MO0995
 MO0995                          STATION DESCRIPTION
 MO0995
 MO0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO0995'THE STATION IS ON THE HIGHEST PART OF A HILL, 4-1/2 MILES
 MO0995'SOUTH OF TORRINGTON, 3/4 MILE SOUTHEAST OF U.S. HIGHWAY 85,
 MO0995'NEAR THE CENTER OF SECTION 4, T 23 N, R 61 W, AND ON PROPERTY
 MO0995'OWNED BY BLANCHE E. WARNER.
 MO0995'
 MO0995'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 26
 MO0995'AND 85 IN TORRINGTON, GO SOUTH ON HIGHWAY 85 FOR 2.3 MILES
 MO0995'TO THE JUNCTION OF STATE HIGHWAY 92.  CONTINUE SOUTHERLY ON
 MO0995'HIGHWAY 85 FOR 2.1 MILES TO A FORK, WHERE THE HIGHWAY BEARS
 MO0995'RIGHT.  CONTINUE STRAIGHT AHEAD ON AN OLD BLACKTOP ROAD FOR
 MO0995'0.35 MILE TO A CROSSROAD, AND THE AZIMUTH MARK APPROXIMATELY
 MO0995'200 FEET WEST NEAR POWER POLE NO. 39 12.  CONTINUE SOUTH ON
 MO0995'A DIRT ROAD FOR 0.45 MILE TO A FIELD ROAD ON THE LEFT.  TURN
 MO0995'LEFT AND GO EAST ALONG THE SOUTH SIDE OF A FENCE ON A TRACK
 MO0995'ROAD FOR 0.3 MILE TO THE HIGHEST PART OF THE HILL AND THE
 MO0995'STATION.
 MO0995'
 MO0995'STATION MARKS ARE STANDARD DISKS STAMPED WARNER 1963.  THE
 MO0995'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 MO0995'4 INCHES.  IT IS 68 FEET SOUTH OF THE FENCE, 35.5 FEET SOUTH
 MO0995'OF THE CENTER OF THE TRACK ROAD, AND 9 FEET SOUTHEAST OF A
 MO0995'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 MO0995'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 MO0995'
 MO0995'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WARNER NO 1 1963,
 MO0995'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 MO0995'IT IS 69 FEET SOUTH OF THE FENCE, 41 FEET SOUTH OF THE CENTER
 MO0995'OF THE TRACK ROAD, AND 27 FEET EAST OF THE METAL WITNESS POST.
 MO0995'
 MO0995'B.M. ET 24 GT (USGS) (R.M. NO. 2) IS A U.S. GEOLOGICAL SURVEY
 MO0995'BENCH MARK DISK, STAMPED ET 24 GT 1958, SET IN A 6 INCH SQUARE
 MO0995'CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 63 FEET NORTHWEST
 MO0995'OF THE METAL WITNESS POST, 30 FEET NORTH OF THE CENTER OF
 MO0995'THE TRACK ROAD, AND 3 FEET SOUTH OF THE FENCE.
 MO0995'
 MO0995'AZIMUTH MARK, A STANDARD DISK STAMPED WARNER 1963, IS SET IN
 MO0995'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 32.5
 MO0995'FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 3 FEET EAST OF
 MO0995'POWER POLE NO. 39 12, AND 2 FEET WEST OF A METAL WITNESS POST.
 MO0995'
 MO0995'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0398 ***********************************************************************
 OV0398  DESIGNATION -  WARNER ET
 OV0398  PID         -  OV0398
 OV0398  STATE/COUNTY-  WY/WASHAKIE
 OV0398  USGS QUAD   -  JOE EMGE CREEK (1976)
 OV0398
 OV0398                         *CURRENT SURVEY CONTROL
 OV0398  ___________________________________________________________________
 OV0398* NAD 83(1993)-  43 59 16.66126(N)    107 25 47.68288(W)     ADJUSTED  
 OV0398* NAVD 88     -      1561.9    (meters)    5124.     (feet)  VERTCON   
 OV0398  ___________________________________________________________________
 OV0398  LAPLACE CORR-          11.93  (seconds)                    DEFLEC99
 OV0398  GEOID HEIGHT-         -10.94  (meters)                     GEOID03
 OV0398
 OV0398  HORZ ORDER  -  THIRD
 OV0398
 OV0398.The horizontal coordinates were established by classical geodetic methods
 OV0398.and adjusted by the National Geodetic Survey in January 1997..
 OV0398
 OV0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0398
 OV0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0398
 OV0398.The geoid height was determined by GEOID03.
 OV0398
 OV0398;                    North         East     Units Scale Factor Converg.
 OV0398;SPC WYEC     -   487,416.311   392,252.718   MT  0.99993824   -0 04 01.5
 OV0398;UTM  13      - 4,873,406.299   305,142.434   MT  1.00006701   -1 41 17.2
 OV0398
 OV0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0398!SPC WYEC     -   0.99975687  x   0.99993824  =   0.99969512
 OV0398!UTM  13      -   0.99975687  x   1.00006701  =   0.99982386
 OV0398
 OV0398:                Primary Azimuth Mark                     Grid Az
 OV0398:SPC WYEC     -  LYMAN ET                                 164 53 14.4
 OV0398:UTM  13      -  LYMAN ET                                 166 30 30.1
 OV0398
 OV0398|---------------------------------------------------------------------|
 OV0398| PID    Reference Object                     Distance      Geod. Az  |
 OV0398|                                                           dddmmss.s |
 OV0398| OV0397 LYMAN ET                            APPROX. 9.2 KM 1644912.9 |
 OV0398|---------------------------------------------------------------------|
 OV0398
 OV0398                          SUPERSEDED SURVEY CONTROL
 OV0398
 OV0398  NAD 83(1986)-  43 59 16.64457(N)    107 25 47.67485(W) AD(       ) 3
 OV0398  NAD 27      -  43 59 16.78718(N)    107 25 45.39476(W) AD(       ) 3
 OV0398  NGVD 29 (07/19/86) 1561.1    (m)         5122.     (f) VERT ANG       
 OV0398
 OV0398.Superseded values are not recommended for survey control.
 OV0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0398.See file dsdata.txt to determine how the superseded data were derived.
 OV0398
 OV0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ0514273406(NAD 83)
 OV0398_MARKER: DD = SURVEY DISK
 OV0398_SETTING: 80 = SET IN A BOULDER
 OV0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0398+STABILITY: SURFACE MOTION
 OV0398
 OV0398  HISTORY     - Date     Condition        Report By
 OV0398  HISTORY     - 1966     MONUMENTED       USGS
 OV0398
 OV0398                          STATION DESCRIPTION
 OV0398
 OV0398'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OV0398'STATION IS LOCATED IN WASHAKIE COUNTY, WYOMING, ABOUT 3.5 MI. S. AND
 OV0398'1.2 MI. E. OF TEN SLEEP, ON THE HIGHEST HILL, WITH SCRUB CEDAR ON THE
 OV0398'N. SLOPE, ON THE W. SIDE OF THE NOWOOD RIVER.
 OV0398'
 OV0398'TO REACH FROM THE POST OFFICE IN TEN SLEEP, GO W. ON U.S. HIGHWAY 16
 OV0398'FOR 1.3 MI. TO CROSSROAD, TURN LEFT PASSING THROUGH DOUBLE WOODEN
 OV0398'GATE AND FOLLOW MAIN TRAVELED DIRT RD. S. FOR 0.6 MI. TO DRAIN, CROSS
 OV0398'DRAIN AND GO LEFT UP RIDGE FOR 0.4 MI. TO Y-RD., TAKE RIGHT FORK FOR
 OV0398'0.7 MI. TO Y-RD., TAKE RIGHT FORK FOR 0.7 MI. PASSING THROUGH TWO
 OV0398'GATES TO Y-RD., TAKE LEFT FORK DOWN HILL AND ACROSS DAM FOR 0.3 MI.
 OV0398'TO T-RD., GO RIGHT FOR 0.05 MI. AND THEN LEFT UP RIDGE ON TRACK RD.
 OV0398'FOR 1.7 MI. TO CROSSROAD, KEEP STRAIGHT AHEAD (E.) FOR 0.15 MI. TO
 OV0398'Y-RD., TAKE RIGHT FORK FOR 0.15 MI. TO Y-RD., TAKE LEFT FORK FOR 0.15
 OV0398'MI. TO TOP OF HIGH RIDGE AND STATION MARK.
 OV0398'
 OV0398'THE OLD USGS STATION ---WARNER--- WAS DESTROYED AND ---WARNER ET---
 OV0398'WAS SET IN APPROXIMATELY THE SAME LOCATION.
 OV0398'
 OV0398'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN BOULDER, STAMPED
 OV0398'---WARNER ET 1966---.
 OV0398'
 OV0398'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1101 ***********************************************************************
 MO1101  DESIGNATION -  WARREN
 MO1101  PID         -  MO1101
 MO1101  STATE/COUNTY-  WY/LARAMIE
 MO1101  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO1101
 MO1101                         *CURRENT SURVEY CONTROL
 MO1101  ___________________________________________________________________
 MO1101* NAD 83(1993)-  41 01 11.32460(N)    104 52 09.84714(W)     ADJUSTED  
 MO1101* NAVD 88     -      1971.8    (meters)    6469.     (feet)  VERTCON   
 MO1101  ___________________________________________________________________
 MO1101  LAPLACE CORR-         -10.70  (seconds)                    DEFLEC99
 MO1101  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 MO1101
 MO1101  HORZ ORDER  -  FIRST
 MO1101
 MO1101.The horizontal coordinates were established by classical geodetic methods
 MO1101.and adjusted by the National Geodetic Survey in January 1997..
 MO1101
 MO1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1101
 MO1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1101
 MO1101.The geoid height was determined by GEOID03.
 MO1101
 MO1101;                    North         East     Units Scale Factor Converg.
 MO1101;SPC WY E     -    57,763.746   225,001.382   MT  0.99994519   +0 11 42.4
 MO1101;SPC CO N     -   492,251.343   967,443.462   MT  1.00004694   +0 24 26.8
 MO1101;SPC CO N     - 1,614,994.61  3,174,020.76   sFT  1.00004694   +0 24 26.8
 MO1101;UTM  13      - 4,540,964.642   510,980.205   MT  0.99960148   +0 05 08.6
 MO1101
 MO1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1101!SPC WY E     -   0.99969331  x   0.99994519  =   0.99963852
 MO1101!SPC CO N     -   0.99969331  x   1.00004694  =   0.99974024
 MO1101!UTM  13      -   0.99969331  x   0.99960148  =   0.99929492
 MO1101
 MO1101:                Primary Azimuth Mark                     Grid Az
 MO1101:SPC WY E     -  CHEYENNE RAD STA KVWO NEW MST            012 04 42.1
 MO1101:SPC CO N     -  CHEYENNE RAD STA KVWO NEW MST            011 51 57.7
 MO1101:UTM  13      -  CHEYENNE RAD STA KVWO NEW MST            012 11 15.9
 MO1101
 MO1101|---------------------------------------------------------------------|
 MO1101| PID    Reference Object                     Distance      Geod. Az  |
 MO1101|                                                           dddmmss.s |
 MO1101| MO1103 CHEYENNE RAD STA KVWO NEW MST       APPROX.11.6 KM 0121624.5 |
 MO1101| MO1082 CHEYENNE STATE CAPITOL DOME         APPROX.14.0 KM 0170916.8 |
 MO1101| MO1084 CHEYENNE NORTH MUNICIPAL TANK       APPROX.18.5 KM 0194351.9 |
 MO1101| MO1090 CHEYENNE VOR                        APPROX.22.7 KM 0205140.0 |
 MO1101| CQ4353 WARREN RM 2                          11.088 METERS 07014     |
 MO1101| MO1212 OTTO UNION PACIFIC RR CO TANK       APPROX.19.0 KM 2943404.0 |
 MO1101| MO1214 CHEYENNE MOUNTAIN BELL MAST         APPROX.15.8 KM 3041902.2 |
 MO1101| MO1213 RADIO STATION KFBC MAST             APPROX.14.6 KM 3074047.6 |
 MO1101| CQ4351 WARREN RM                                          30754     |
 MO1101| CQ4352 WARREN RM 1 RESET                    10.704 METERS 30808     |
 MO1101| MO1105 CHEYENNE SPEER MICROWAVE TOWER      APPROX. 3.7 KM 3291209.5 |
 MO1101| MO1099 TERRY                               APPROX. 0.7 KM 3345653.0 |
 MO1101| MO1110 WARREN USAF BASE TANK               APPROX.13.3 KM 3571742.0 |
 MO1101| MO1076 FORT D A RUSSELL WATER TANK         APPROX.15.2 KM 3593340.8 |
 MO1101| MO1116 CHEYENNE JCT RIN MICROWAVE TWR      APPROX.40.3 KM 3593406.3 |
 MO1101|---------------------------------------------------------------------|
 MO1101
 MO1101                          SUPERSEDED SURVEY CONTROL
 MO1101
 MO1101  NAD 83(1993)-  41 01 11.30941(N)    104 52 09.84509(W) AD(       ) 1
 MO1101  NAD 83(1986)-  41 01 11.30938(N)    104 52 09.84478(W) AD(       ) 1
 MO1101  NAD 27      -  41 01 11.36900(N)    104 52 07.95900(W) AD(       ) 1
 MO1101  NGVD 29 (07/19/86) 1970.8    (m)         6466.     (f) VERT ANG       
 MO1101
 MO1101.Superseded values are not recommended for survey control.
 MO1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1101.See file dsdata.txt to determine how the superseded data were derived.
 MO1101
 MO1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1098040965(NAD 83)
 MO1101_MARKER: DS = TRIANGULATION STATION DISK
 MO1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1101_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1101
 MO1101  HISTORY     - Date     Condition        Report By
 MO1101  HISTORY     - 1912     MONUMENTED       CGS
 MO1101  HISTORY     - 1959     GOOD             CGS
 MO1101  HISTORY     - 1960     GOOD             USGS
 MO1101  HISTORY     - 1973     GOOD             NGS
 MO1101
 MO1101                          STATION DESCRIPTION
 MO1101
 MO1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 MO1101'AT THE EXTREME WESTERN END OF A HIGH RIDGE ABOUT 10-1/2 MILES
 MO1101'SOUTH 17 DEG WEST FROM CHEYENNE, 2 MILES NORTH 57 DEG EAST
 MO1101'FROM THE OLD TERRY RANCH, NOW THE HEADQUARTERS OF THE WARREN
 MO1101'LIVE STOCK CO., AND 1/2 MILE NORTHEAST OF THE SECTION HOUSE
 MO1101'AT GLEASON, A STATION ON THE UNION PACIFIC RAILROAD.  THE
 MO1101'STATION IS MARKED.
 MO1101'A REFERENCE MARK, DESCRIBED IS 0.18 METER BELOW
 MO1101'THE STATION AND 10.728 METERS (35.20 FEET), DISTANT
 MO1101'N 52 DEG 06 MIN W.  THE CONSPICUOUS CONICAL HILL ON WHICH TERRY
 MO1101'IS LOCATED IS ABOUT 3/8 MILE NORTH-NORTHWEST FROM THE
 MO1101'STATION.
 MO1101
 MO1101                          STATION RECOVERY (1959)
 MO1101
 MO1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1101'THE STATION AND REFERENCE MARK WERE RECOVERED AS DESCRIBED AND
 MO1101'WERE FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK WAS
 MO1101'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 MO1101'
 MO1101'THE STATION IS LOCATED, AIRLINE, ABOUT 8-1/2 MILES SOUTHWEST
 MO1101'OF CHEYENNE AND ABOUT 2 MILES SOUTH OF U.S. HIGHWAY 87, ON
 MO1101'THE HIGHEST PART OF A BARE RIDGE IN OPEN RANGE LAND.
 MO1101'
 MO1101'TO REACH THE STATION FROM THE OVERPASS, JUST EAST OF THE
 MO1101'UNION PACIFIC RAILROAD DEPOT IN CHEYENNE, GO SOUTHEASTERLY ON
 MO1101'U.S. HIGHWAY 85 AND 87 FOR 4.9 MILES TO U.S. HIGHWAYS 85 AND
 MO1101'87 JUNCTION.  TURN RIGHT AND GO WEST FOR 3.5 MILES.  TURN LEFT
 MO1101'OFF U.S. HIGHWAY 87, PASS THROUGH A WIRE GATE AND GO SOUTH ON
 MO1101'THE TRACK ROAD FOR 1.3 MILES TO A WINDMILL.  DRIVE SOUTHWEST,
 MO1101'CROSS COUNTRY FOR 0.75 MILE TO THE HIGHEST PART OF A BARE RIDGE
 MO1101'AND THE STATION.
 MO1101'
 MO1101'TO REACH STATION TERRY 1912 (USGS) WHICH IS USED AS THE AZIMUTH
 MO1101'MARK, GO NORTH-NORTHWEST, CROSS COUNTRY FOR 0.5 MILE TO THE
 MO1101'TOP OF A CONICAL SHAPED PEAK AND THE AZIMUTH MARK.
 MO1101'
 MO1101'THE STATION IS A STANDARD DISK STAMPED WARREN 1912 SET IN TOP
 MO1101'OF A CONCRETE CYLINDER WHICH IS ABOUT 7 INCHES IN DIAMETER
 MO1101'AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ON THE HIGHEST
 MO1101'PART OF THE RIDGE.
 MO1101'
 MO1101'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WARREN NO
 MO1101'1 1912 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 4
 MO1101'INCHES IN DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND AND
 MO1101'IS THE SAME ELEVATION AS THE STATION.
 MO1101'
 MO1101'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WARREN
 MO1101'NO 2 1912 1959 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 MO1101'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS ABOUT
 MO1101'1 FOOT LOWER THAN THE STATION.
 MO1101'
 MO1101'TERRY 1912 (USGS) (AZIMUTH MARK) IS A STANDARD U.S. GEOLOGICAL
 MO1101'SURVEY BENCH MARK DISK WITH NO STAMPING, PINNED TO THE TOP
 MO1101'OF A 4-INCH IRON PIPE AND PROJECTS 14 INCHES ABOVE THE GROUND.
 MO1101'IT IS ON THE HIGHEST PART OF THE LOW PEAK.
 MO1101
 MO1101                          STATION RECOVERY (1960)
 MO1101
 MO1101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1101'STATION MARK--STANDARD USC AND GS DISK, IN CONCRETE FILLED GALVANIZED
 MO1101'IRON PIPE, 7 IN. IN DIAMETER.
 MO1101
 MO1101                          STATION RECOVERY (1973)
 MO1101
 MO1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1101'THE STATION MARK, REFERENCE MARK 2 AND TERRY (USGS) 1912 USED
 MO1101'AS A AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 MO1101'REFERENCE MARK 1 WAS FOUND BUT NOT IN GOOD CONDITION.  THE
 MO1101'OLD MARK WAS RESET AT THIS TIME.  A SHORTER DISTANCE OF 0.008
 MO1101'METER WAS NOTED AND VERIFIED TO REFERENCE MARK 2.  A NEW
 MO1101'DESCRIPTION FOLLOWS.
 MO1101'
 MO1101'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF CHEYENNE, 2 MILES
 MO1101'EAST OF INTERSTATE 80 AND ON PROPERTY OWNED BY TERRY RANCH.
 MO1101'MR BOB GREEN IS THE RANCH FOREMAN AND LIVES AT THE RANCH HOUSE.
 MO1101'
 MO1101'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS
 MO1101'25 AND 80 IN THE SOUTHWEST PART OF CHEYENNE GO SOUTH ON
 MO1101'INTERSTATE HIGHWAY 80 FOR 6.0 MILES TO TERRY ROAD EXIT.  EXIT
 MO1101'ON TERRY ROAD AND GO SOUTH, THEN EAST PASSING UNDER INTERSTATE
 MO1101'80 FOR 0.5 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON TERRY
 MO1101'ROAD FOR 2.1 MILES TO A CROSSROAD AND THE ENTRANCE TO TERRY
 MO1101'RANCH ON THE LEFT.  TURN LEFT AND GO EAST ON GRAVELED ROAD
 MO1101'FOR 0.15 MILE TO A LOCKED GATE.  (GET KEY AT RANCH HOUSE FROM
 MO1101'MR BOB GREEN).  PASS THROUGH LOCKED GATE AND CONTINUE EAST ON
 MO1101'GRAVELED ROAD FOR 0.4 MILE TO RAILROAD TRACKS AND TWO GATES.
 MO1101'CONTINUE EAST ON GRAVELED ROAD, CROSSING RAILROAD TRACKS
 MO1101'AND PASSING THROUGH THE GATES FOR 0.15 MILE TO A DIM
 MO1101'CROSSROAD.  TURN LEFT AND GO NORTH ON DIM TRACK ROAD FOR
 MO1101'0.2 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE NORTH ON
 MO1101'TRACK ROAD FOR 0.2 MILE TO A DRAW.  TURN RIGHT AND GO EAST
 MO1101'ACROSS COUNTRY, UP DRAW FOR 1.2 MILES TO SOME SMALL
 MO1101'HILLS.  BEAR RIGHT AND GO SOUTHERLY ACROSS COUNTRY FOR 0.5
 MO1101'MILE TO TOP OF SMALL HILL AND STATION.  TO REACH THE AZIMUTH
 MO1101'MARK FROM THE STATION GO NORTH-NORTHWEST ACROSS COUNTRY FOR
 MO1101'ABOUT 0.7 MILE TO THE TOP OF A SHARP POINTED HILL AND THE
 MO1101'MARK.
 MO1101'
 MO1101'THE STATION MARK IS A STANDARD DISK STAMPED WARREN 1912, SET
 MO1101'IN THE TOP OF A 7-INCH CONCRETE CYLINDER THAT PROJECTS 4 INCHES
 MO1101'ABOVE THE GROUND.
 MO1101'
 MO1101'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WARREN NO 1 1912
 MO1101'1973, SET IN THE TOP OF A 4-INCH CONCRETE CYLINDER THAT PROJECTS
 MO1101'4 INCHES ABOVE THE GROUND.
 MO1101'
 MO1101'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WARREN NO 2 1912
 MO1101'1959, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MO1101'THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 MO1101'
 MO1101'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK WITH NO
 MO1101'STAMPING, RIVITED TO THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS
 MO1101'14 IN.
 MO1101'
 MO1101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 MO1101'SOUTH OF CHEYENNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1079 ***********************************************************************
 MO1079  DESIGNATION -  WARREN AFB MICROWAVE TOWER
 MO1079  PID         -  MO1079
 MO1079  STATE/COUNTY-  WY/LARAMIE
 MO1079  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO1079
 MO1079                         *CURRENT SURVEY CONTROL
 MO1079  ___________________________________________________________________
 MO1079* NAD 83(1993)-  41 12 50.86273(N)    104 51 35.72479(W)     ADJUSTED  
 MO1079* NAVD 88     -                                                        
 MO1079  ___________________________________________________________________
 MO1079  LAPLACE CORR-         -11.35  (seconds)                    DEFLEC99
 MO1079  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 MO1079
 MO1079  HORZ ORDER  -  THIRD
 MO1079
 MO1079.The horizontal coordinates were established by classical geodetic methods
 MO1079.and adjusted by the National Geodetic Survey in January 1997..
 MO1079
 MO1079
 MO1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1079
 MO1079.The geoid height was determined by GEOID03.
 MO1079
 MO1079;                    North         East     Units Scale Factor Converg.
 MO1079;SPC WY E     -    79,345.205   225,722.594   MT  0.99994564   +0 12 07.6
 MO1079;UTM  13      - 4,562,537.261   511,742.437   MT  0.99960170   +0 05 32.3
 MO1079
 MO1079                          SUPERSEDED SURVEY CONTROL
 MO1079
 MO1079  NAD 83(1986)-  41 12 50.84621(N)    104 51 35.71772(W) AD(       ) 4
 MO1079  NAD 27      -  41 12 50.91798(N)    104 51 33.82419(W) AD(       ) 3
 MO1079
 MO1079.Superseded values are not recommended for survey control.
 MO1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1079.See file dsdata.txt to determine how the superseded data were derived.
 MO1079
 MO1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1174262537(NAD 83)
 MO1079_MARKER: 45 = MICROWAVE TOWER
 MO1079
 MO1079  HISTORY     - Date     Condition        Report By
 MO1079  HISTORY     - 1959     FIRST OBSERVED   CGS
 MO1079  HISTORY     - 1973     GOOD             NGS
 MO1079
 MO1079                          STATION DESCRIPTION
 MO1079
 MO1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1079'THE POINT INTERSECTED OF THE WARREN AFB, MICROWAVE TOWER
 MO1079'1959, WAS THE TOP CENTER OF THE TWO MASTS THAT AT ONE TIME
 MO1079'SUPPORTED A MICROWAVE ANTENNA BUT NOW SUPPORTS ONLY FM ANTENNAS.
 MO1079'THE MASTS ARE TRIANGULAR IN CROSS SECTION AND ARE JOINED BY
 MO1079'TWO STRUCTURAL STEEL BEAMS, PAINTED IN ALTERNATE BANDS OF
 MO1079'RED AND WHITE WITH A RED LIGHT LOCATED AT THE TOP OF THE WEST
 MO1079'MAST.  THE HEIGHT BEING ABOUT 75 FEET.
 MO1079'
 MO1079'NO PREVIOUS DESCRIPTION AVAILABLE.
 MO1079'
 MO1079'(NOTE--THIS MAST IS LOCATED NEAR TRIANGULATION STATION MICRO
 MO1079'1960.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0751 ***********************************************************************
 MR0751  DESIGNATION -  WASH
 MR0751  PID         -  MR0751
 MR0751  STATE/COUNTY-  WY/SWEETWATER
 MR0751  USGS QUAD   -  MOXA (1969)
 MR0751
 MR0751                         *CURRENT SURVEY CONTROL
 MR0751  ___________________________________________________________________
 MR0751* NAD 83(1993)-  41 44 53.91534(N)    110 01 30.86107(W)     ADJUSTED  
 MR0751* NAVD 88     -      2008.     (meters)    6588.     (feet)  VERTCON   
 MR0751  ___________________________________________________________________
 MR0751  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 MR0751  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 MR0751
 MR0751  HORZ ORDER  -  THIRD
 MR0751
 MR0751.The horizontal coordinates were established by classical geodetic methods
 MR0751.and adjusted by the National Geodetic Survey in January 1997..
 MR0751
 MR0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0751
 MR0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0751
 MR0751.The geoid height was determined by GEOID03.
 MR0751
 MR0751;                    North         East     Units Scale Factor Converg.
 MR0751;SPC WYWC     -   139,410.035   493,935.761   MT  1.00007589   -0 50 57.2
 MR0751;UTM  12      - 4,622,291.035   581,045.157   MT  0.99968083   +0 38 56.7
 MR0751
 MR0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0751!SPC WYWC     -   0.99968742  x   1.00007589  =   0.99976328
 MR0751!UTM  12      -   0.99968742  x   0.99968083  =   0.99936835
 MR0751
 MR0751:                Primary Azimuth Mark                     Grid Az
 MR0751:SPC WYWC     -  COW                                      314 45 57.4
 MR0751:UTM  12      -  COW                                      313 16 03.5
 MR0751
 MR0751|---------------------------------------------------------------------|
 MR0751| PID    Reference Object                     Distance      Geod. Az  |
 MR0751|                                                           dddmmss.s |
 MR0751| MR0742 COW                                 APPROX.15.2 KM 3135500.2 |
 MR0751|---------------------------------------------------------------------|
 MR0751
 MR0751                          SUPERSEDED SURVEY CONTROL
 MR0751
 MR0751  NAD 83(1986)-  41 44 53.90855(N)    110 01 30.85347(W) AD(       ) 3
 MR0751  NAD 27      -  41 44 54.08115(N)    110 01 28.30542(W) AD(       ) 3
 MR0751  NGVD 29 (07/19/86) 2007.     (m)         6585.     (f) VERT ANG       
 MR0751
 MR0751.Superseded values are not recommended for survey control.
 MR0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0751.See file dsdata.txt to determine how the superseded data were derived.
 MR0751
 MR0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM8104522291(NAD 83)
 MR0751
 MR0751  HISTORY     - Date     Condition        Report By
 MR0751  HISTORY     - 1958     MONUMENTED       USGS
 MR0751  HISTORY     - 1962     GOOD             USGS
 MR0751
 MR0751                          STATION DESCRIPTION
 MR0751
 MR0751'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 MR0751'LOCATED ABOUT 19 MI. (AIRLINE) NW. OF LITTLE AMERICA, WYOMING, AND
 MR0751'ABOUT 4.0 MI. (AIRLINE) NE. OF U.S. HIGHWAY 30 N. ON THE W. SIDE OF
 MR0751'A RIDGE WHERE RIDGE SHEARS OFF TO W.
 MR0751'
 MR0751'TO REACH FROM LITTLE AMERICA, WYOMING, GO W. ON HIGHWAY 30 2.8 MI.
 MR0751'TO JUNCTION OF U.S. HIGHWAYS NO. 30 N. AND 30 S., TURN RIGHT ON
 MR0751'HIGHWAY 30 N. 19.1 MI. TO A TRACK RD. N., TURN RIGHT (N.), GO 2.8
 MR0751'MI. TO A CROSS TRAIL, TURN RIGHT (E.), GO 0.3 MI. TO A CROSS TRAIL,
 MR0751'TURN LEFT (NE.), GO 1.2 MI., TURN RIGHT, GO SE. CROSS COUNTRY 1.3
 MR0751'MI. TO A DIM RD. UP W. SIDE OF RIDGE, GO ON DIM RD. ABOUT 0.2 MI.
 MR0751'TO A POINT WHERE RIDGE TURNS E. AND STATION SITE.
 MR0751'
 MR0751'RECOVERED.
 MR0751'
 MR0751'STATION MARK--STANDARD TABLET, WELDED TO TOP OF 1 IN. PIPE, STAMPED
 MR0751'---WASH 1958---, PROJECTING 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0671 ***********************************************************************
 MP0671  DESIGNATION -  WASHAKIE
 MP0671  PID         -  MP0671
 MP0671  STATE/COUNTY-  WY/CARBON
 MP0671  USGS QUAD   -  DUCK LAKE (1970)
 MP0671
 MP0671                         *CURRENT SURVEY CONTROL
 MP0671  ___________________________________________________________________
 MP0671* NAD 83(1993)-  41 28 46.06874(N)    107 47 46.05948(W)     ADJUSTED  
 MP0671* NAVD 88     -      2159.2    (meters)    7084.     (feet)  VERTCON   
 MP0671  ___________________________________________________________________
 MP0671  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 MP0671  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 MP0671
 MP0671  HORZ ORDER  -  THIRD
 MP0671
 MP0671.The horizontal coordinates were established by classical geodetic methods
 MP0671.and adjusted by the National Geodetic Survey in January 1997..
 MP0671
 MP0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0671
 MP0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0671
 MP0671.The geoid height was determined by GEOID03.
 MP0671
 MP0671;                    North         East     Units Scale Factor Converg.
 MP0671;SPC WYEC     -   208,869.659   361,348.608   MT  0.99995588   -0 18 23.5
 MP0671;UTM  13      - 4,595,759.013   266,542.205   MT  1.00027078   -1 51 10.3
 MP0671
 MP0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0671!SPC WYEC     -   0.99966374  x   0.99995588  =   0.99961963
 MP0671!UTM  13      -   0.99966374  x   1.00027078  =   0.99993442
 MP0671
 MP0671:                Primary Azimuth Mark                     Grid Az
 MP0671:SPC WYEC     -  SLAB                                     076 45 48.0
 MP0671:UTM  13      -  SLAB                                     078 18 34.8
 MP0671
 MP0671|---------------------------------------------------------------------|
 MP0671| PID    Reference Object                     Distance      Geod. Az  |
 MP0671|                                                           dddmmss.s |
 MP0671| MP0665 SLAB                                APPROX. 6.9 KM 0762724.5 |
 MP0671|---------------------------------------------------------------------|
 MP0671
 MP0671                          SUPERSEDED SURVEY CONTROL
 MP0671
 MP0671  NAD 83(1986)-  41 28 46.05552(N)    107 47 46.04895(W) AD(       ) 3
 MP0671  NAD 27      -  41 28 46.20382(N)    107 47 43.78368(W) AD(       ) 3
 MP0671  NGVD 29 (10/23/89) 2157.9    (m)         7080.     (f) VERT ANG       
 MP0671
 MP0671.Superseded values are not recommended for survey control.
 MP0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0671.See file dsdata.txt to determine how the superseded data were derived.
 MP0671
 MP0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF6654295759(NAD 83)
 MP0671_MARKER: DS = TRIANGULATION STATION DISK
 MP0671_SETTING: 80 = SET IN A BOULDER
 MP0671_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MP0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0671
 MP0671  HISTORY     - Date     Condition        Report By
 MP0671  HISTORY     - 1912     MONUMENTED       USGS
 MP0671  HISTORY     - 1966     GOOD             USGS
 MP0671
 MP0671                          STATION DESCRIPTION
 MP0671
 MP0671'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MP0671'NEAR CORNERS SECS. 5, 6, 31, AND 32, T 92 N, RS. 17 AND 18 W, ON E.
 MP0671'EDGE OF HIGHEST PART OF RIM OVERLOOKING MUDDY CREEK BASIN ON THE E.
 MP0671'AND THE WAMSUTTER FLATS ON THE W.  STATION IS ABOUT 500 FT. E. OF A
 MP0671'N-S. RD. ALONG RIM, 3 MI. W. OF A BUTTE LOCALLY KNOWN AS OIL BUTTE,
 MP0671'1.5 MI. NE. AND 1 MI. E., RESPECTIVELY, OF TWO SMALL LAKES AND ABOUT
 MP0671'5.5 MI. E. OF OLD WASHAKIE STAGE STATION ON THE EMIGRANT TRAIL.
 MP0671'
 MP0671'TO REACH FROM JUNCTION OF U.S. HIGHWAY 30 AND WYOMING HIGHWAY 789 AT
 MP0671'CRESTON, GO S. ON HIGHWAY 789 FOR 15.6 MI. TO CREST OF HILL AND TRACK
 MP0671'RD. RIGHT (W.).  TAKE TRACK RD. RIGHT AND GO 0.4 MI. TO A FORK, TAKE
 MP0671'LEFT FORK AND GO 0.7 MI. TO A FORK, TAKE LEFT FORK AND GO 0.1 MI. TO A
 MP0671'FORK, TAKE RIGHT FORK AND GO 1.8 MI. TO A FORK, TAKE LEFT FORK AND GO
 MP0671'0.4 MI., AT THIS POINT LEAVE RD. AND GO LEFT ACROSS COUNTRY FOR ABOUT
 MP0671'0.1 MI., THE HIGHEST POINT OF RIDGE AND STATION.
 MP0671
 MP0671                          STATION RECOVERY (1966)
 MP0671
 MP0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MP0671'NEAR CORNER SECS. 5, 6, 31, AND 32, T 92 N, RS. 17 AND 18 W, ON E.
 MP0671'EDGE OF HIGHEST PART OF RIM OVERLOOKING MUDDY CREEK BASIN ON THE E.
 MP0671'AND THE WAMSUTTER FLATS ON THE W.  STATION IS ABOUT 500 FT. E. OF A
 MP0671'N-S. RD. ALONG RIM, 3 MI. W. OF A BUTTE LOCALLY KNOWN AS OIL BUTTE,
 MP0671'1.5 MI. NE. AND 1 MI. E., RESPECTIVELY, OF TWO SMALL LAKES AND ABOUT
 MP0671'5.5 MI. E. OF OLD WASHAKIE STAGE STATION, ON THE EMIGRANT TRAIL.
 MP0671'
 MP0671'RECOVERED AND REDESCRIBED AS FOLLOWS
 MP0671'
 MP0671'TO REACH FROM JUNCTION OF U.S. HIGHWAY 30 AND WYOMING HIGHWAY 789 AT
 MP0671'CRESTON, GO S. ON HIGHWAY 789 FOR 15.6 MI. TO CREST OF HILL AND TRACK
 MP0671'RD. RIGHT (W.).  TAKE TRACK RD. RIGHT AND GO 0.4 MI. TO A FORK, TAKE
 MP0671'LEFT FORK AND GO 0.7 MI. TO A FORK, TAKE LEFT FORK AND GO 0.1 MI. TO A
 MP0671'FORK, TAKE RIGHT FORK AND GO 1.8 MI. TO A FORK, TAKE LEFT FORK AND GO
 MP0671'0.4 MI., AT THIS POINT LEAVE RD. AND GO LEFT ACROSS COUNTRY FOR ABOUT
 MP0671'0.1 MI., THE HIGHEST POINT OF RIDGE AND STATION.
 MP0671'
 MP0671'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN BOULDER, STAMPED
 MP0671'---WASHAKIE 1912 ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0315 ***********************************************************************
 OW0315  DESIGNATION -  WASHAKIE NEEDLES HIGHEST POINT
 OW0315  PID         -  OW0315
 OW0315  STATE/COUNTY-  WY/HOT SPRINGS
 OW0315  USGS QUAD   -  MONUMENT PEAK (1991)
 OW0315
 OW0315                         *CURRENT SURVEY CONTROL
 OW0315  ___________________________________________________________________
 OW0315* NAD 83(1993)-  43 44 51.00118(N)    109 12 07.15802(W)     ADJUSTED  
 OW0315* NAVD 88     -                                                        
 OW0315  ___________________________________________________________________
 OW0315  LAPLACE CORR-         -12.65  (seconds)                    DEFLEC99
 OW0315  GEOID HEIGHT-          -8.36  (meters)                     GEOID03
 OW0315
 OW0315  HORZ ORDER  -  THIRD
 OW0315
 OW0315.The horizontal coordinates were established by classical geodetic methods
 OW0315.and adjusted by the National Geodetic Survey in January 1997..
 OW0315
 OW0315
 OW0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0315
 OW0315.The geoid height was determined by GEOID03.
 OW0315
 OW0315;                    North         East     Units Scale Factor Converg.
 OW0315;SPC WYWC     -   360,795.180   563,596.605   MT  0.99995379   -0 18 45.2
 OW0315;UTM  12      - 4,845,399.812   644,765.004   MT  0.99985777   +1 14 36.6
 OW0315
 OW0315                          SUPERSEDED SURVEY CONTROL
 OW0315
 OW0315  NAD 83(1986)-  43 44 50.98446(N)    109 12 07.13941(W) AD(       ) 4
 OW0315  NAD 27      -  43 44 51.16200(N)    109 12 04.65400(W) AD(       ) 3
 OW0315
 OW0315.Superseded values are not recommended for survey control.
 OW0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0315.See file dsdata.txt to determine how the superseded data were derived.
 OW0315
 OW0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP4476545400(NAD 83)
 OW0315_MARKER: 03 = MOUNTAIN PEAK
 OW0315
 OW0315  HISTORY     - Date     Condition        Report By
 OW0315  HISTORY     - 1936     FIRST OBSERVED   CGS
 OW0315
 OW0315                          STATION DESCRIPTION
 OW0315
 OW0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 OW0315'ABOUT 21 MILES EAST AND 9 MILES NORTH OF DUBOIS, 6-1/2 MILES
 OW0315'NORTH-NORTHEAST OF FRENCHES SHEEP CAMP AT SOUTH END OF CROW CREEK
 OW0315'BASIN, ON HIGHEST POINT OF DIVIDE BETWEEN CROW CREEK AND SOUTH
 OW0315'FORK OF OWL CREEK, AND AT HEAD OF DRY CREEK.  PEAK IS KNOWN
 OW0315'LOCALLY AS MONUMENT PEAK.  TO REACH FROM LENORE POST OFFICE
 OW0315'FOLLOW ROUTE GIVEN IN DESCRIPTION OF STATION CROW (P. 188) TO
 OW0315'FRENCHS SHEEP CAMP, FROM WHICH PLACE STATION IS VISIBLE TO
 OW0315'NORTH AND EAST.  FOLLOW HORSE TRAIL UP CROW CREEK.  AT ABOUT 6 OR
 OW0315'7 MILES WHERE CREEK MAKES TURN OF ABOUT 20 DEG TO LEFT OR TO
 OW0315'NORTH-NORTHWEST, WELL-MARKED FOREST SERVICE TRAIL LEADS
 OW0315'EASTERLY THROUGH TIMBER TO WITHIN SEVERAL HUNDRED FEET IN
 OW0315'ELEVATION OF STATION.  ALTERNATE ROUTE FOLLOWS TRAIL ROAD EAST
 OW0315'FROM FRENCHS SHEEP CAMP TO TOP OF RIDGE, THENCE NORTHERLY
 OW0315'ALONG RIDGE TO STATION, ABOUT 4-HOUR HORSE PACK.  TRUCK CAN BE
 OW0315'DRIVEN OVER THIS ROUTE TO WITHIN ABOUT 2-HOUR PACK OF STATION,
 OW0315'PITCH IMMEDIATELY AFTER LEAVING ROAD AT TOP OF RIDGE BEING
 OW0315'HARDEST TO NEGOTIATE.
 OW0315'
 OW0315'WIGGINS PEAK,
 OW0315'CAIRN AND WASHAKIE NEEDLES, HIGHEST POINT
 OW0315'CAN ALSO BE USED AS AZIMUTH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0454 ***********************************************************************
 OW0454  DESIGNATION -  WASHAKIE PARK
 OW0454  PID         -  OW0454
 OW0454  STATE/COUNTY-  WY/FREMONT
 OW0454  USGS QUAD   -  ST LAWRENCE BASIN (1993)
 OW0454
 OW0454                         *CURRENT SURVEY CONTROL
 OW0454  ___________________________________________________________________
 OW0454* NAD 83(1993)-  43 00 21.34071(N)    109 08 57.33396(W)     ADJUSTED  
 OW0454* NAVD 88     -      2748.1    (meters)    9016.     (feet)  VERTCON   
 OW0454  ___________________________________________________________________
 OW0454  LAPLACE CORR-         -19.48  (seconds)                    DEFLEC99
 OW0454  GEOID HEIGHT-          -9.13  (meters)                     GEOID03
 OW0454
 OW0454  HORZ ORDER  -  THIRD
 OW0454
 OW0454.The horizontal coordinates were established by classical geodetic methods
 OW0454.and adjusted by the National Geodetic Survey in January 1997..
 OW0454
 OW0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0454
 OW0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0454
 OW0454.The geoid height was determined by GEOID03.
 OW0454
 OW0454;                    North         East     Units Scale Factor Converg.
 OW0454;SPC WYWC     -   278,389.650   567,449.145   MT  0.99995053   -0 16 20.4
 OW0454;UTM  12      - 4,763,135.024   650,838.181   MT  0.99987990   +1 15 45.3
 OW0454
 OW0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0454!SPC WYWC     -   0.99957065  x   0.99995053  =   0.99952121
 OW0454!UTM  12      -   0.99957065  x   0.99987990  =   0.99945061
 OW0454
 OW0454:                Primary Azimuth Mark                     Grid Az
 OW0454:SPC WYWC     -  MAGNUSON                                 119 38 23.7
 OW0454:UTM  12      -  MAGNUSON                                 118 06 18.0
 OW0454
 OW0454|---------------------------------------------------------------------|
 OW0454| PID    Reference Object                     Distance      Geod. Az  |
 OW0454|                                                           dddmmss.s |
 OW0454| NS0266 MAGNUSON                            APPROX. 2.5 KM 1192203.3 |
 OW0454|---------------------------------------------------------------------|
 OW0454
 OW0454                          SUPERSEDED SURVEY CONTROL
 OW0454
 OW0454  NAD 83(1986)-  43 00 21.31273(N)    109 08 57.33417(W) AD(       ) 3
 OW0454  NGVD 29 (11/06/89) 2746.8    (m)         9012.     (f) VERT ANG       
 OW0454
 OW0454.Superseded values are not recommended for survey control.
 OW0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0454.See file dsdata.txt to determine how the superseded data were derived.
 OW0454
 OW0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN5083863135(NAD 83)
 OW0454_MARKER: DD = SURVEY DISK
 OW0454_SETTING: 0 = UNSPECIFIED SETTING
 OW0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0454
 OW0454  HISTORY     - Date     Condition        Report By
 OW0454  HISTORY     - 1950     MONUMENTED       USGS
 OW0454
 OW0454                          STATION DESCRIPTION
 OW0454
 OW0454'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0454'STATION LOCATED IN SEC. 6, T 1 S, OF WIND RIVER BASE LINE, AND R 3 W,
 OW0454'OF WIND RIVER MERIDIAN.  STATION LOCATED ON HIGH ROCKY POINT, MIDDLE
 OW0454'POINT OF THREE HIGH ROCKY POINTS.
 OW0454'
 OW0454'TO REACH BY JEEP FROM FT. WASHAKIE, FOLLOW GRAVEL RD. LEADING W. FOR
 OW0454'0.7 MI., TAKE RIGHT FORK ACROSS TWIN BRIDGES AND CONTINUE FOR 4.4 MI.
 OW0454'TO FORK.  TAKE LEFT FORK AND FOLLOW DIRT RD. FOR 1.2 MI. THRU FENCE
 OW0454'AND ACROSS STREAM, THEN 0.4 MI. TO CATTLEGUARD.  CONTINUE FOR 4.5 MI.
 OW0454'MORE TO FORK, TAKE RIGHT FORK AND CONTINUE FOR 6.8 MI. TO WASHAKIE
 OW0454'PARK AND ACROSS BRIDGE.  AFTER CROSSING BRIDGE, TAKE FAINT RD. LEADING
 OW0454'RIGHT FOR 0.5 MI. ALONG STREAM AND ENTER TIMBER WITH TRAIL.  FOLLOW
 OW0454'TRAIL 0.2 MI. THRU TIMBER INTO CLEARING, 0.1 MI. THRU CLEARING AND
 OW0454'CONTINUE 0.4 MI. THRU TIMBER TO BASE OF RIDGE.  TURN RIGHT ALONG BASE
 OW0454'OF RIDGE AND CONTINUE FOR ABOUT 0.2 MI. TO THREE ROCKY POINTS.
 OW0454'STATION LOCATED ON MIDDLE ONE OF THREE AT HIGHEST POINT.
 OW0454'
 OW0454'STATION MARK--STANDARD USGS TABLET SET IN SOLID ROCK, STAMPED
 OW0454'---WR-WASHAKIE PARK 1950---.
 OW0454'
 OW0454'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1215 ***********************************************************************
 PY1215  CBN         -  This is a Cooperative Base Network Control Station.
 PY1215  DESIGNATION -  WASHBURN
 PY1215  PID         -  PY1215
 PY1215  STATE/COUNTY-  WY/PARK
 PY1215  USGS QUAD   -  MOUNT WASHBURN (1986)
 PY1215
 PY1215                         *CURRENT SURVEY CONTROL
 PY1215  ___________________________________________________________________
 PY1215* NAD 83(1993)-  44 47 51.55863(N)    110 26 01.95438(W)     ADJUSTED  
 PY1215* NAVD 88     -      3123.8    (meters)   10249.     (feet)  GPS OBS   
 PY1215  ___________________________________________________________________
 PY1215  X           -  -1,583,522.419 (meters)                     COMP
 PY1215  Y           -  -4,250,270.010 (meters)                     COMP
 PY1215  Z           -   4,473,615.241 (meters)                     COMP
 PY1215  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 PY1215  ELLIP HEIGHT-        3115.59  (meters)          (09/07/01) GPS OBS
 PY1215  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY1215
 PY1215  HORZ ORDER  -  B
 PY1215  ELLP ORDER  -  FOURTH    CLASS I
 PY1215
 PY1215.The horizontal coordinates were established by GPS observations
 PY1215.and adjusted by the National Geodetic Survey in May 1992..
 PY1215
 PY1215.The orthometric height was determined by GPS observations and a
 PY1215.high-resolution geoid model.
 PY1215
 PY1215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PY1215
 PY1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1215
 PY1215.The ellipsoidal height was determined by GPS observations
 PY1215.and is referenced to NAD 83.
 PY1215
 PY1215.The geoid height was determined by GEOID03.
 PY1215
 PY1215;                    North         East     Units Scale Factor Converg.
 PY1215;SPC WYWC     -   478,758.862   466,773.378   MT  1.00015569   -1 11 11.9
 PY1215;UTM  12      - 4,960,628.723   544,775.987   MT  0.99962465   +0 23 56.0
 PY1215
 PY1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1215!SPC WYWC     -   0.99951174  x   1.00015569  =   0.99966736
 PY1215!UTM  12      -   0.99951174  x   0.99962465  =   0.99913658
 PY1215
 PY1215:                Primary Azimuth Mark                     Grid Az
 PY1215:SPC WYWC     -  WASHBURN AZ MK                           091 31 57.3
 PY1215:UTM  12      -  WASHBURN AZ MK                           089 56 49.4
 PY1215
 PY1215|---------------------------------------------------------------------|
 PY1215| PID    Reference Object                     Distance      Geod. Az  |
 PY1215|                                                           dddmmss.s |
 PY1215| CQ7583 WASHBURN AZ MK                                     0902045.4 |
 PY1215| CQ7584 WASHBURN RM 1                         8.553 METERS 09654     |
 PY1215| PY1209 PELICAN CONE LOOKOUT HOUSE          APPROX.25.3 KM 1305834.9 |
 PY1215| PY1216 MT WASHBURN LOOKOUT HOUSE            25.656 METERS 17048     |
 PY1215| CQ7585 WASHBURN RM 2                        20.495 METERS 17150     |
 PY1215|---------------------------------------------------------------------|
 PY1215
 PY1215                          SUPERSEDED SURVEY CONTROL
 PY1215
 PY1215  ELLIP H (05/15/92) 3115.68   (m)                       GP(       ) 4 2
 PY1215  NAD 83(1986)-  44 47 51.54934(N)    110 26 01.94132(W) AD(       ) 1
 PY1215  NAD 27      -  44 47 51.77500(N)    110 25 59.21900(W) AD(       ) 1
 PY1215  NGVD 29 (04/22/91) 3122.7    (m)        10245.     (f) GPS OBS        
 PY1215
 PY1215.Superseded values are not recommended for survey control.
 PY1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1215.See file dsdata.txt to determine how the superseded data were derived.
 PY1215
 PY1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ4477660629(NAD 83)
 PY1215_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PY1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY1215_MAGNETIC: N = NO MAGNETIC MATERIAL
 PY1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY1215+STABILITY: SURFACE MOTION
 PY1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY1215+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 PY1215
 PY1215  HISTORY     - Date     Condition        Report By
 PY1215  HISTORY     - 1950     MONUMENTED       CGS
 PY1215  HISTORY     - 1958     GOOD             USGS
 PY1215  HISTORY     - 1983     GOOD             LOCENG
 PY1215  HISTORY     - 1987     GOOD             NGS
 PY1215  HISTORY     - 20060611 GOOD             MD-005
 PY1215
 PY1215                          STATION DESCRIPTION
 PY1215
 PY1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PY1215'STATION IS LOCATED ON MT. WASHBURN, THE HIGHEST MOUNTAIN IN THE
 PY1215'WASHBURN RANGE.  ABOUT 6.5 MILES AIR LINE NORTHEAST OF THE
 PY1215'CANYON RANGER STATION.  14 FEET SOUTH OF A ROCK WALL.  18 FEET
 PY1215'EAST OF END OF WALL WHERE ROAD REACHES THE TOP.  THE DISK IS
 PY1215'SET FLUSH WITH THE PAVEMENT AND IS STAMPED WASHBURN 1950.
 PY1215'
 PY1215'REFERENCE MARK NO. 1 IS 68 FEET NORTH OF THE NORTHEAST CORNER
 PY1215'OF THE LOOKOUT HOUSE.  11 FEET SOUTH OF A ROCK WALL.  THE MARK
 PY1215'IS FLUSH WITH THE PAVEMENT AND THE DISK IS STAMPED WASHBURN
 PY1215'NO 1 1950.
 PY1215'
 PY1215'REFERENCE MARK NO. 2 IS 17 FEET NORTHWEST OF THE NORTHEAST
 PY1215'CORNER OF THE LOOKOUT HOUSE.  5 FEET NORTH OF THE NORTH SIDE
 PY1215'OF THE LOOKOUT HOUSE.  THE MARK IS SET FLUSH IN THE TOP OF THE
 PY1215'LOOKOUT HOUSE SEPTIC TANK AND THE DISK IS STAMPED WASHBURN
 PY1215'NO 2 1950.
 PY1215'
 PY1215'THE AZIMUTH MARK IS ON A ROCKY KNOLL EAST OF THE STATION.
 PY1215'15 FEET NORTH OF THE LOOKOUT ORIENTATION STAKE.  THE MARK IS
 PY1215'SET IN A BOULDER THAT PROJECTS 8 INCHES AND THE DISK IS STAMPED
 PY1215'WASHBURN 1950.
 PY1215'
 PY1215'TO REACH FROM THE CANYON RANGER STATION, GO NORTH ON THE TOWER
 PY1215'JUNCTION ROAD FOR 6.3 MILES TO TOP OF HILL AND SIGN DUNRAVEN
 PY1215'PASS, AND ROAD ON RIGHT WITH LOCKED BARRIER.  TURN RIGHT THROUGH
 PY1215'BARRIER AND FOLLOW MAIN ROAD UP HILL FOR 3.1 MILES TO A PARKING
 PY1215'AREA ON THE RIGHT.  (BEAR RIGHT UP THE SLOPE TO THE TOP AND
 PY1215'THE AZIMUTH MARK).  CONTINUE ON UP HILL FOR 0.3 MILE TO TOP
 PY1215'OF HILL AND THE STATION.
 PY1215
 PY1215                          STATION RECOVERY (1958)
 PY1215
 PY1215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 PY1215'RECOVERED.
 PY1215'
 PY1215'STATION MARK--STANDARD USC AND GS DISK, FLUSH WITH PAVEMENT, AND
 PY1215'STAMPED ---WASHBURN 1950---.
 PY1215
 PY1215                          STATION RECOVERY (1983)
 PY1215
 PY1215'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (MK)
 PY1215'WASHBURN 1950 RECOVERED GOOD (TRIANGULATION MARK).
 PY1215'
 PY1215'WASHBURN NO 1 1950 RECOVERED GOOD (REFERENCE MARK).
 PY1215'
 PY1215'WASHBURN NO 2 1950 RECOVERED GOOD (REFERENCE MARK).
 PY1215'
 PY1215'WASHBURN 1950 RECOVERED GOOD (AZIMUTH MARK).
 PY1215'
 PY1215'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN Y.N.P., ABOUT 6-1/2
 PY1215'MILE AIRLINE NE OF CANYON RANGER STA.
 PY1215
 PY1215                          STATION RECOVERY (1987)
 PY1215
 PY1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 PY1215'THE STATION WAS RECOVERED AT THIS DATE.
 PY1215'REFERENCE MARKS WERE NOT SEARCHED FOR AT THIS DATE.  THE 1950 DATA
 PY1215'APPEARS TO BE CORRECT EXCEPT THAT THE AREA HAS BEEN PAVED.
 PY1215'
 PY1215'OWNERSHIP--NATIONAL PARK SERVICE, FOR KEY TO LOCKED GATE CONTACT
 PY1215'CANYON RANGER STATION, PHONE 307-242-7201 EXT 6201 OR TOWER RANGER
 PY1215'STATION, PHONE 307-344-7746.
 PY1215'
 PY1215'TO REACH THE STATION FROM CANYON JUNCTION IN YELLOWSTONE NATIONAL
 PY1215'PARK, GO NORTH FOR 15.8 KM (9.8 MI) ON THE CANYON-TOWER ROAD TO A
 PY1215'PAVED ROAD RIGHT AT SIGN, CHITTENDEN ROAD TO MOUNT WASHBURN (NOTE,
 PY1215'THIS ROAD IS 10.0 KM (6.2 MI) SOUTH OF TOWER JUNCTION).  TURN RIGHT
 PY1215'AND GO SOUTH, PASSING THROUGH LOCKED GATE, FOR 2.1 KM (1.3 MI) TO A
 PY1215'PARKING AREA ON THE LEFT, AT A LOCKED POLE GATE ACROSS TRACK ROAD.
 PY1215'PASS THROUGH GATE AND CONTINUE AHEAD FOR 4.8 KM (3.0 MI) ON THE
 PY1215'TRACK ROAD TO THE PARKING LOT AT LOOKOUT TOWER AND THE STATION ON
 PY1215'THE LEFT.
 PY1215'
 PY1215'THE STATION IS A STANDARD CGS DISK
 PY1215'STAMPED---WASHBURN 1950---,
 PY1215'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 PY1215'30 CM IN DIAMETER FLUSH WITH PAVED PARKING LOT.  LOCATED
 PY1215'21.9 METERS (71.8 FT) NORTH FROM THE NORTHWEST CORNER OF LOOKOUT
 PY1215'BUILDING,
 PY1215'4.0 METERS (13.1 FT) EAST FROM A LOW WALL AT JUNCTION OF ROAD AND
 PY1215'PARKING LOT,
 PY1215'2.7 METERS (9.0 FT) EAST FROM THE CENTER OF A SAWED-OFF 50-CM WOOD
 PY1215'POLE,
 PY1215'1.4 METERS (4.5 FT) EAST-NORTHEAST FROM THE EAST ONE OF FOUR 5-CM
 PY1215'BOLTS PROJECTING 15 CM,
 PY1215'0.7 METERS (2.2 FT) SOUTH FROM AN OLD UTILITY POLE USED AS A
 PY1215'PARKING CURB AND IN LINE WITH THE WEST WALL OF THE LOOKOUT BUILDING.
 PY1215'NOTE, THE OLD DESCRIPTION INDICATES AN UNDERGROUND MARK.
 PY1215'
 PY1215'TI4100 GPS SURVEY FOR CRUSTAL MOTION IN YELLOWSTONE PARK AND HEBGEN
 PY1215'LAKE AREAS OF WYOMING, MONTANA AND IDAHO, AUGUST - SEPTEMBER 1987.
 PY1215'
 PY1215'THIS STATION SUITABLE FOR GPS SURVEYS.
 PY1215'
 PY1215'DESCRIBED BY G.R. HEID.
 PY1215
 PY1215                          STATION RECOVERY (2006)
 PY1215
 PY1215'RECOVERY NOTE BY BALTIMORE COUNTY MARYLAND 2006 (PAS)
 PY1215'MARK WAS FOUND IN GOOD CONDITION ON A VACATION TRIP. DATA SHEET HAS
 PY1215'NOT AVAILABLE SO DIMENSIONS AND REFERENCES IN THE STATION DESCRIPTION
 PY1215'COULD NOT BE VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0764 ***********************************************************************
 MR0764  DESIGNATION -  WATERFALL
 MR0764  PID         -  MR0764
 MR0764  STATE/COUNTY-  WY/LINCOLN
 MR0764  USGS QUAD   -  WILLOW SPRINGS (1969)
 MR0764
 MR0764                         *CURRENT SURVEY CONTROL
 MR0764  ___________________________________________________________________
 MR0764* NAD 83(1993)-  41 45 55.10132(N)    110 27 52.82723(W)     ADJUSTED  
 MR0764* NAVD 88     -      2225.9    (meters)    7303.     (feet)  VERTCON   
 MR0764  ___________________________________________________________________
 MR0764  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 MR0764  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 MR0764
 MR0764  HORZ ORDER  -  SECOND
 MR0764
 MR0764.The horizontal coordinates were established by classical geodetic methods
 MR0764.and adjusted by the National Geodetic Survey in January 1997..
 MR0764
 MR0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0764
 MR0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0764
 MR0764.The geoid height was determined by GEOID03.
 MR0764
 MR0764;                    North         East     Units Scale Factor Converg.
 MR0764;SPC WY W     -   240,581.924   768,291.743   MT  0.99994987   -0 15 14.4
 MR0764;UTM  12      - 4,623,857.406   544,497.016   MT  0.99962436   +0 21 23.7
 MR0764
 MR0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0764!SPC WY W     -   0.99965324  x   0.99994987  =   0.99960313
 MR0764!UTM  12      -   0.99965324  x   0.99962436  =   0.99927773
 MR0764
 MR0764|---------------------------------------------------------------------|
 MR0764| PID    Reference Object                     Distance      Geod. Az  |
 MR0764|                                                           dddmmss.s |
 MR0764| MR0765 WATERFALL CAIRN                       8.015 METERS 04625     |
 MR0764| MR0761 OPAL EL PASO NATURAL GAS STACK      APPROX.10.1 KM 0822957.0 |
 MR0764| CP6015 WATERFALL RM 2                        5.276 METERS 11325     |
 MR0764| CP6013 WATERFALL AZ MK                                    2315612.8 |
 MR0764| CP6014 WATERFALL RM 1                       10.218 METERS 23724     |
 MR0764|---------------------------------------------------------------------|
 MR0764
 MR0764                          SUPERSEDED SURVEY CONTROL
 MR0764
 MR0764  NAD 83(1986)-  41 45 55.09246(N)    110 27 52.82371(W) AD(       ) 2
 MR0764  NAD 27      -  41 45 55.27720(N)    110 27 50.22470(W) AD(       ) 2
 MR0764  NGVD 29 (07/19/86) 2224.5    (m)         7298.     (f) VERT ANG       
 MR0764
 MR0764.Superseded values are not recommended for survey control.
 MR0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0764.See file dsdata.txt to determine how the superseded data were derived.
 MR0764
 MR0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4449723857(NAD 83)
 MR0764_MARKER: DS = TRIANGULATION STATION DISK
 MR0764_SETTING: 66 = SET IN ROCK OUTCROP
 MR0764
 MR0764  HISTORY     - Date     Condition        Report By
 MR0764  HISTORY     - 1962     MONUMENTED       CGS
 MR0764
 MR0764                          STATION DESCRIPTION
 MR0764
 MR0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0764'STATION IS ON THE HIGHEST POINT OF A HIGH, ROCKY HILL, ABOUT 7-1/2
 MR0764'MILES WEST OF OPAL, 4-1/2 MILES SOUTHEAST OF KEMMERER, 2 MILES
 MR0764'NORTHEAST OF WATERFALL STATION AND 1/2 MILE NORTH OF U.S. HIGHWAY
 MR0764'30N.
 MR0764'
 MR0764'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 189 AND 30N IN THE
 MR0764'SOUTHEAST EDGE OF DIAMONDVILLE.  GO EASTERLY ON U.S. HIGHWAY 30N
 MR0764'FOR 3.0 MILES TO A CUTBANK ON THE RIGHT AND AZIMUTH MARK ON THE
 MR0764'CUTBANK.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.7 MILE TO A CROSS
 MR0764'ROAD AND A PICNIC AREA ON THE LEFT.  CONTINUE AHEAD, EAST ON
 MR0764'HIGHWAY FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT, NORTHERLY
 MR0764'ON GRAVELED ROAD FOR 0.1 MILE TO A CROSS ROAD.  CONTINUE AHEAD ON
 MR0764'GRAVELED ROAD FOR 0.7 MILE TO A FORK, JUST BEFORE REACHING A
 MR0764'MICRO-WAVE BUILDING.  TAKE THE LEFT FORK, UP HILL ON TRACK
 MR0764'ROAD FOR 0.2 MILE TO THE HIGHEST POINT AND STATION.
 MR0764'
 MR0764'STATION MARK IS A STANDARD DISK, STAMPED WATERFALL 1962, CEMENTED
 MR0764'IN A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP FLUSH.  IT IS 134
 MR0764'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK ROAD AND 26.3
 MR0764'FEET SOUTHWEST OF A 6 FOOT CAIRN.
 MR0764'
 MR0764'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WATERFALL NO 1 1962,
 MR0764'CEMENTED IN A DRILL HOLE IN A 2-1/2 X 3 FOOT ROCK OUTCROP
 MR0764'PROJECTING 4 INCHES.  IT IS 129 FEET SOUTHEAST OF THE CENTERLINE
 MR0764'OF THE TRACK ROAD AND 60 FEET SOUTHWEST OF THE CAIRN.  IT IS ABOUT
 MR0764'1 FOOT LOWER THAN THE STATION.
 MR0764'
 MR0764'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WATERFALL NO 2 1962,
 MR0764'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 1-1/2 FOOT ROCK OUTCROP
 MR0764'FLUSH.  IT IS 25 FEET SOUTH OF THE CAIRN AND 140 FEET SOUTHEAST
 MR0764'OF THE CENTERLINE OF THE TRACK ROAD.  IT IS ABOUT 1 FOOT LOWER
 MR0764'THAN THE STATION.
 MR0764'
 MR0764'AZIMUTH MARK IS A STANDARD DISK, STAMPED WATERFALL 1962, CEMENTED
 MR0764'IN A DRILL HOLE IN A 3 X 5 FOOT ROCK OUTCROP PROJECTING 1 FOOT.
 MR0764'IT IS 162 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 30N, 7
 MR0764'FEET NORTH OF THE SOUTH EDGE OF THE CUTBANK, 2 FEET SOUTH OF
 MR0764'A WITNESS POST, ABOUT 30 FEET NORTH AND 50 FEET HIGHER THAN
 MR0764'RAILROAD TRACKS AND ABOUT 30 FEET HIGHER THAN U.S. HIGHWAY 30N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0765 ***********************************************************************
 MR0765  DESIGNATION -  WATERFALL CAIRN
 MR0765  PID         -  MR0765
 MR0765  STATE/COUNTY-  WY/LINCOLN
 MR0765  USGS QUAD   -  WILLOW SPRINGS (1969)
 MR0765
 MR0765                         *CURRENT SURVEY CONTROL
 MR0765  ___________________________________________________________________
 MR0765* NAD 83(1993)-  41 45 55.28042(N)    110 27 52.57588(W)     ADJUSTED  
 MR0765* NAVD 88     -      2226.     (meters)    7303.     (feet)  SCALED    
 MR0765  ___________________________________________________________________
 MR0765  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 MR0765  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 MR0765
 MR0765  HORZ ORDER  -  THIRD
 MR0765
 MR0765.The horizontal coordinates were established by classical geodetic methods
 MR0765.and adjusted by the National Geodetic Survey in January 1997..
 MR0765
 MR0765.The orthometric height was scaled from a topographic map.
 MR0765
 MR0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0765
 MR0765.The geoid height was determined by GEOID03.
 MR0765
 MR0765;                    North         East     Units Scale Factor Converg.
 MR0765;SPC WY W     -   240,587.423   768,297.573   MT  0.99994986   -0 15 14.3
 MR0765;UTM  12      - 4,623,862.966   544,502.785   MT  0.99962437   +0 21 23.8
 MR0765
 MR0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0765!SPC WY W     -   0.99965316  x   0.99994986  =   0.99960304
 MR0765!UTM  12      -   0.99965316  x   0.99962437  =   0.99927766
 MR0765
 MR0765                          SUPERSEDED SURVEY CONTROL
 MR0765
 MR0765  NAD 83(1986)-  41 45 55.27156(N)    110 27 52.57236(W) AD(       ) 4
 MR0765  NAD 27      -  41 45 55.45600(N)    110 27 49.97300(W) AD(       ) 3
 MR0765
 MR0765.Superseded values are not recommended for survey control.
 MR0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0765.See file dsdata.txt to determine how the superseded data were derived.
 MR0765
 MR0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM4450323863(NAD 83)
 MR0765_MARKER: 72 = CAIRN
 MR0765
 MR0765  HISTORY     - Date     Condition        Report By
 MR0765  HISTORY     - 1962     FIRST OBSERVED   CGS
 MR0765
 MR0765                          STATION DESCRIPTION
 MR0765
 MR0765'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1054 ***********************************************************************
 MO1054  DESIGNATION -  WAUNETA
 MO1054  PID         -  MO1054
 MO1054  STATE/COUNTY-  WY/LARAMIE
 MO1054  USGS QUAD   -  MIDWAY (1991)
 MO1054
 MO1054                         *CURRENT SURVEY CONTROL
 MO1054  ___________________________________________________________________
 MO1054* NAD 83(1993)-  41 26 22.15195(N)    104 27 23.78534(W)     ADJUSTED  
 MO1054* NAVD 88     -      1747.9    (meters)    5735.     (feet)  VERTCON   
 MO1054  ___________________________________________________________________
 MO1054  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 MO1054  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 MO1054
 MO1054  HORZ ORDER  -  FIRST
 MO1054
 MO1054.The horizontal coordinates were established by classical geodetic methods
 MO1054.and adjusted by the National Geodetic Survey in January 1997..
 MO1054
 MO1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1054
 MO1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1054
 MO1054.The geoid height was determined by GEOID03.
 MO1054
 MO1054;                    North         East     Units Scale Factor Converg.
 MO1054;SPC WY E     -   104,569.952   259,338.898   MT  0.99998082   +0 28 11.8
 MO1054;UTM  13      - 4,587,688.587   545,395.361   MT  0.99962536   +0 21 34.7
 MO1054
 MO1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1054!SPC WY E     -   0.99972858  x   0.99998082  =   0.99970940
 MO1054!UTM  13      -   0.99972858  x   0.99962536  =   0.99935404
 MO1054
 MO1054:                Primary Azimuth Mark                     Grid Az
 MO1054:SPC WY E     -  WAUNETA RM 2 AZIMUTH                     201 05 05.6
 MO1054:UTM  13      -  WAUNETA RM 2 AZIMUTH                     201 11 42.7
 MO1054
 MO1054|---------------------------------------------------------------------|
 MO1054| PID    Reference Object                     Distance      Geod. Az  |
 MO1054|                                                           dddmmss.s |
 MO1054| CQ4360 WAUNETA RM 2 AZIMUTH                               2013317.4 |
 MO1054| MO1055 N CHEYENNE FAA 4 MICROWAVE MST      APPROX. 7.5 KM 2185554.1 |
 MO1054| CQ4361 WAUNETA RM 3                         31.810 METERS 26039     |
 MO1054| CQ4359 WAUNETA RM 1                         28.357 METERS 35700     |
 MO1054|---------------------------------------------------------------------|
 MO1054
 MO1054                          SUPERSEDED SURVEY CONTROL
 MO1054
 MO1054  NAD 83(1986)-  41 26 22.13783(N)    104 27 23.78438(W) AD(       ) 1
 MO1054  NAD 27      -  41 26 22.21400(N)    104 27 21.92300(W) AD(       ) 1
 MO1054  NGVD 29 (09/11/89) 1747.0    (m)         5732.     (f) VERT ANG       
 MO1054
 MO1054.Superseded values are not recommended for survey control.
 MO1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1054.See file dsdata.txt to determine how the superseded data were derived.
 MO1054
 MO1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF4539587689(NAD 83)
 MO1054_MARKER: DS = TRIANGULATION STATION DISK
 MO1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1054
 MO1054  HISTORY     - Date     Condition        Report By
 MO1054  HISTORY     - 1933     MONUMENTED       CGS
 MO1054  HISTORY     - 1959     GOOD             CGS
 MO1054  HISTORY     - 1962     GOOD             LOCENG
 MO1054  HISTORY     - 1963     GOOD             CGS
 MO1054  HISTORY     - 1963     GOOD             USGS
 MO1054
 MO1054                          STATION DESCRIPTION
 MO1054
 MO1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO1054'ABOUT 29 MILES NORTHEAST OF CHEYENNE, AND 20 MILES WEST OF
 MO1054'ALBIN, IN SEC. 17. T. 17 N., R. 63 W., ON OPEN PASTURE LAND
 MO1054'ON RIM SOUTH OF HORSE CREEK.  TO REACH FROM CHEYENNE, FOLLOW
 MO1054'U.S. HIGHWAY 85 NORTHEAST ABOUT 27 MILES TO GRADED ROAD LEADING
 MO1054'NORTH TOWARDS GLENYS.  FOLLOW THIS ROAD NORTH 2.0 MILES
 MO1054'TO AUTO GATE, THEN CONTINUE NORTHEAST ON MAIN TRAIL 0.5 MILE
 MO1054'TO STATION, 25 YARDS WEST OF ROAD, ON FAIRLY LEVEL RIDGE WHICH
 MO1054'SLOPES DOWNWARD TO NORTH OF STATION.  FROM STATION, SOUTHWEST
 MO1054'CORNER OF SEC. 17 BEARS 189 DEG MAGNETIC, DISTANCE ABOUT
 MO1054'1/2 MILE SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 MO1054'STATION MARKS IN CONCRETE.  UPPER MARK
 MO1054'PROJECTS 4 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 MO1054'DISKS IN CONCRETE.  ALL PROJECT 4 INCHES.  NO.
 MO1054'1 IS IN SAME PASTURE AS AND 93.11 FEET FROM STATION.
 MO1054'NO. 2, AZIMUTH MARK, IS IN FENCE
 MO1054'LINE, 25 FEET WEST OF AUTO GATE NOTED ABOVE, EAST OF
 MO1054'SECTION CORNER, AND ABOUT 1/2 MILE FROM STATION.
 MO1054'NO. 3 IS IN SAME PASTURE AS AND
 MO1054'104.33 FEET FROM STATION.
 MO1054
 MO1054                          STATION RECOVERY (1959)
 MO1054
 MO1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1054'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 MO1054'FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 MO1054'
 MO1054'THE STATION IS LOCATED, AIRLINE, ABOUT 29 MILES NORTHEAST
 MO1054'OF CHEYENNE AND ABOUT 20 MILES WEST OF ALBIN, IN OPEN PASTURE
 MO1054'LAND WHICH IS THE HIGHEST IN THE IMMEDIATE VICINITY.  IT IS
 MO1054'IN SECTION 17, T. 17 N., R. 63 W.
 MO1054'
 MO1054'TO REACH THE STATION FROM THE STATE CAPITOL IN CHEYENNE, GO
 MO1054'NORTHWEST ON CENTRAL AVENUE FOR 0.4 MILE, TURN LEFT AND GO
 MO1054'WEST ON PERSHING BLVD. FOR 0.8 MILE.  TURN RIGHT ONTO INTERSTATE
 MO1054'HIGHWAY 25 AND GO NORTH FOR 5.7 MILES TO U.S. HIGHWAY 87
 MO1054'AND 85 JUNCTION.  TURN RIGHT ONTO U.S. HIGHWAY 85 AND GO
 MO1054'NORTHEAST FOR 22.75 MILES TO A CONOCO SERVICE STATION ON THE
 MO1054'LEFT.  CONTINUE NORTHEASTERLY ON U.S. HIGHWAY 85 FOR 0.15
 MO1054'MILE.  TURN LEFT OFF THE HIGHWAY AND GO NORTHERLY ON A
 MO1054'GRAVELED ROAD FOR 2.1 MILES TO A CATTLE GUARD AND THE AZIMUTH
 MO1054'MARK ON THE LEFT, WEST SIDE.  CONTINUE NORTHERLY ON THE
 MO1054'GRAVELED ROAD FOR 0.4 MILE TO A METAL WITNESS MARKER ON
 MO1054'THE LEFT, WEST SIDE AND THE STATION.
 MO1054'
 MO1054'THE STATION IS A STANDARD DISK STAMPED WAUNETA 1933 SET IN
 MO1054'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 MO1054'4 INCHES ABOVE THE GROUND.  IT IS 54 FEET WEST OF THE CENTER
 MO1054'OF THE ROAD AND 7.5 FEET SOUTH OF A METAL WITNESS MARKER.
 MO1054'
 MO1054'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAUNETA
 MO1054'NO 1 1933 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 MO1054'WHICH PROJECTS 4 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION
 MO1054'AS THE STATION.  IT IS 30 FEET WEST OF THE CENTER OF A GRAVELED
 MO1054'ROAD.
 MO1054'
 MO1054'REFERENCE MARK NUMBER TWO (AZIMUTH MARK) IS A STANDARD DISK
 MO1054'STAMPED WAUNETA NO 2 1933 SET IN TOP OF A 12-INCH SQUARE
 MO1054'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT
 MO1054'IS 32 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND CATTLE
 MO1054'GUARD AND 6 INCHES SOUTH OF AN EAST-WEST FENCE LINE.
 MO1054'
 MO1054'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED WAUNETA
 MO1054'NO 3 1933 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 MO1054'PROJECTS 4 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION
 MO1054'AS THE STATION.  IT IS 156 FEET WEST OF THE CENTER OF A
 MO1054'GRAVELED ROAD.
 MO1054
 MO1054                          STATION RECOVERY (1962)
 MO1054
 MO1054'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 MO1054'RECOVERED BY AERIAL CONTL GEONTRONICS.
 MO1054'
 MO1054'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND
 MO1054'IN GOOD CONDITION.
 MO1054
 MO1054                          STATION RECOVERY (1963)
 MO1054
 MO1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1054'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3,
 MO1054'AND REFERENCE MARK NO. 2, (AZIMUTH MARK) WERE RECOVERED IN GOOD
 MO1054'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 3
 MO1054'WAS VERIFIED.  THE DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.
 MO1054'THE DISTANCE TO REFERENCE NO. 1 MISSED THE PREVIOUS DISTANCE
 MO1054'BY .05 FOOT.  THE DIRECTION TO REFERENCE MARK NO. 1 MISSED
 MO1054'THE PREVIOUS DIRECTION BY 3 DEGREES AND 31 MINUTES.
 MO1054'
 MO1054'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 MO1054'
 MO1054'TO REACH THE STATION FROM THE POST OFFICE IN ALBIN, GO WEST
 MO1054'ON STATE SECONDARY 1105 FOR 15.9 MILES TO THE JUNCTION WITH
 MO1054'U.S. HIGHWAY 85.  TURN LEFT AND GO SOUTHWEST ON HIGHWAY 85
 MO1054'FOR 2.85 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 MO1054'A GRAVEL ROAD FOR 2.2 MILES TO A CATTLE GUARD AND THE AZIMUTH
 MO1054'MARK ON THE LEFT, WEST OF THE ROAD.  CROSS THE CATTLE GUARD
 MO1054'AND CONTINUE NORTHERLY ON THE GRAVEL ROAD FOR 0.5 MILE TO THE
 MO1054'STATION ON THE LEFT, WEST OF THE GRAVEL ROAD.
 MO1054'
 MO1054'THE STATION MARK, IS A STANDARD DISK STAMPED WAUNETA 1933,
 MO1054'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 12 INCHES.  IT
 MO1054'IS 56 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 7 FEET
 MO1054'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK WAS
 MO1054'NOT INSPECTED.
 MO1054'
 MO1054'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WAUNETA NO 1
 MO1054'1933, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MO1054'IT IS 86 FEET NORTH OF THE METAL WITNESS POST AND 32 FEET WEST
 MO1054'OF THE CENTER OF THE GRAVEL ROAD.
 MO1054'
 MO1054'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WAUNETA NO 3
 MO1054'1933, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 MO1054'INCHES.  IT IS 160 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 MO1054'AND 104 FEET WEST OF THE METAL WITNESS POST.
 MO1054'
 MO1054'REFERENCE MARK NO. 2, (AZIMUTH MARK) A STANDARD DISK STAMPED
 MO1054'WAUNETA NO 2 1933, IS SET IN A SQUARE CONCRETE POST WHICH
 MO1054'PROJECTS 4 INCHES.  IT IS 37 FEET WEST OF THE CENTER OF THE
 MO1054'GRAVEL ROAD, 30 FEET WEST OF THE WEST END OF A CATTLE GUARD,
 MO1054'AND 0.5 FOOT SOUTH OF A FENCE.
 MO1054'
 MO1054'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 MO1054
 MO1054                          STATION RECOVERY (1963)
 MO1054
 MO1054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 MO1054'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0950 ***********************************************************************
 PY0950  DESIGNATION -  WE 2
 PY0950  PID         -  PY0950
 PY0950  STATE/COUNTY-  WY/PLATTE
 PY0950  USGS QUAD   -  WEST YELLOWSTONE (1986)
 PY0950
 PY0950                         *CURRENT SURVEY CONTROL
 PY0950  ___________________________________________________________________
 PY0950* NAD 83(1986)-  44 39 13.     (N)    111 04 11.     (W)     SCALED    
 PY0950* NAVD 88     -      2039.716  (meters)    6691.97   (feet)  ADJUSTED  
 PY0950  ___________________________________________________________________
 PY0950  GEOID HEIGHT-          -8.88  (meters)                     GEOID03
 PY0950  DYNAMIC HT  -        2038.556 (meters)    6688.16  (feet)  COMP
 PY0950  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 PY0950
 PY0950  VERT ORDER  -  FIRST     CLASS II
 PY0950
 PY0950.The horizontal coordinates were scaled from a topographic map and have
 PY0950.an estimated accuracy of +/- 6 seconds.
 PY0950
 PY0950.The orthometric height was determined by differential leveling
 PY0950.and adjusted by the National Geodetic Survey in June 1991..
 PY0950
 PY0950.The geoid height was determined by GEOID03.
 PY0950
 PY0950.The dynamic height is computed by dividing the NAVD 88
 PY0950.geopotential number by the normal gravity value computed on the
 PY0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0950.degrees latitude (g = 980.6199 gals.).
 PY0950
 PY0950.The modeled gravity was interpolated from observed gravity values.
 PY0950
 PY0950;                    North         East    Units  Estimated Accuracy
 PY0950;SPC WY E     -   478,360.    -,268,210.      MT  (+/- 180 meters Scaled)
 PY0950
 PY0950                          SUPERSEDED SURVEY CONTROL
 PY0950
 PY0950  NGVD 29 (08/20/92) 2038.464  (m)         6687.86   (f) ADJUSTED    1 2
 PY0950
 PY0950.Superseded values are not recommended for survey control.
 PY0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0950.See file dsdata.txt to determine how the superseded data were derived.
 PY0950
 PY0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ944444(NAD 83)
 PY0950_MARKER: DB = BENCH MARK DISK
 PY0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0950_SP_SET: CONCRETE POST
 PY0950_STAMPING: WE-2 1986
 PY0950_MARK LOGO: FHWA  
 PY0950_PROJECTION: FLUSH
 PY0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0950+STABILITY: SURFACE MOTION
 PY0950
 PY0950  HISTORY     - Date     Condition        Report By
 PY0950  HISTORY     - 1986     MONUMENTED       FHWA
 PY0950  HISTORY     - 1987     GOOD             NGS
 PY0950
 PY0950                          STATION DESCRIPTION
 PY0950
 PY0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0950'2.5 KM (1.55 MI) WEST FROM WEST YELLOWSTONE.
 PY0950'2.5 KM (1.55 MI) EASTERLY ALONG WEST ENTRANCE HIGHWAY FROM THE MUSEUM
 PY0950'OF THE YELLOWSTONE IN WEST YELLOWSTONE, AND 7.8 M (25.6 FT) NORTH OF
 PY0950'THE CENTERLINE OF THE HIGHWAY.
 PY0950'THE MARK IS 1.0 METERS  S FROM  A WITNESS POST
 PY0950'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0953 ***********************************************************************
 PY0953  DESIGNATION -  WE 5
 PY0953  PID         -  PY0953
 PY0953  STATE/COUNTY-  WY/PARK
 PY0953  USGS QUAD   -  MOUNT JACKSON (1986)
 PY0953
 PY0953                         *CURRENT SURVEY CONTROL
 PY0953  ___________________________________________________________________
 PY0953* NAD 83(1986)-  44 38 24.     (N)    110 52 58.     (W)     SCALED    
 PY0953* NAVD 88     -      2072.646  (meters)    6800.01   (feet)  ADJUSTED  
 PY0953  ___________________________________________________________________
 PY0953  GEOID HEIGHT-          -8.80  (meters)                     GEOID03
 PY0953  DYNAMIC HT  -        2071.417 (meters)    6795.97  (feet)  COMP
 PY0953  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 PY0953
 PY0953  VERT ORDER  -  FIRST     CLASS II
 PY0953
 PY0953.The horizontal coordinates were scaled from a topographic map and have
 PY0953.an estimated accuracy of +/- 6 seconds.
 PY0953
 PY0953.The orthometric height was determined by differential leveling
 PY0953.and adjusted by the National Geodetic Survey in June 1991..
 PY0953
 PY0953.The geoid height was determined by GEOID03.
 PY0953
 PY0953.The dynamic height is computed by dividing the NAVD 88
 PY0953.geopotential number by the normal gravity value computed on the
 PY0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0953.degrees latitude (g = 980.6199 gals.).
 PY0953
 PY0953.The modeled gravity was interpolated from observed gravity values.
 PY0953
 PY0953;                    North         East    Units  Estimated Accuracy
 PY0953;SPC WYWC     -   462,070.      430,800.      MT  (+/- 180 meters Scaled)
 PY0953
 PY0953                          SUPERSEDED SURVEY CONTROL
 PY0953
 PY0953  NGVD 29 (08/20/92) 2071.359  (m)         6795.78   (f) ADJUSTED    1 2
 PY0953
 PY0953.Superseded values are not recommended for survey control.
 PY0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0953.See file dsdata.txt to determine how the superseded data were derived.
 PY0953
 PY0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ092429(NAD 83)
 PY0953_MARKER: DB = BENCH MARK DISK
 PY0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0953_SP_SET: CONCRETE POST
 PY0953_STAMPING: WE-5 1986
 PY0953_MARK LOGO: FHWA  
 PY0953_PROJECTION: FLUSH
 PY0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0953+STABILITY: SURFACE MOTION
 PY0953
 PY0953  HISTORY     - Date     Condition        Report By
 PY0953  HISTORY     - 1986     MONUMENTED       FHWA
 PY0953  HISTORY     - 1987     GOOD             NGS
 PY0953
 PY0953                          STATION DESCRIPTION
 PY0953
 PY0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0953'20.2 KM (12.55 MI) EAST FROM WEST YELLOWSTONE.
 PY0953'20.2 KM (12.55 MI) EASTERLY ALONG WEST ENTRANCE HIGHWAY FROM THE
 PY0953'MUSEUM OF THE YELLOWSTONE IN WEST YELLOWSTONE, NEAR THE CENTER OF A
 PY0953'LARGE GRASSY AREA FORMED BY THE HIGHWAY AND A PARKING AREA, 22.6 M
 PY0953'(74.1 FT) NORTH OF THE NORTH EDGE OF THE PARKING AREA, AND 18.7 M
 PY0953'(61.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 PY0953'THE MARK IS 1.0 METERS  S FROM  A WITNESS POST
 PY0953'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1107 ***********************************************************************
 MO1107  DESIGNATION -  WEBB
 MO1107  PID         -  MO1107
 MO1107  STATE/COUNTY-  WY/LARAMIE
 MO1107  USGS QUAD   -  BORIE (1994)
 MO1107
 MO1107                         *CURRENT SURVEY CONTROL
 MO1107  ___________________________________________________________________
 MO1107* NAD 83(1993)-  41 06 58.45272(N)    104 57 21.14886(W)     ADJUSTED  
 MO1107* NAVD 88     -      1999.     (meters)    6558.     (feet)  SCALED    
 MO1107  ___________________________________________________________________
 MO1107  LAPLACE CORR-         -13.56  (seconds)                    DEFLEC99
 MO1107  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 MO1107
 MO1107  HORZ ORDER  -  THIRD
 MO1107
 MO1107.The horizontal coordinates were established by classical geodetic methods
 MO1107.and adjusted by the National Geodetic Survey in January 1997..
 MO1107
 MO1107.The orthometric height was scaled from a topographic map.
 MO1107
 MO1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1107
 MO1107.The geoid height was determined by GEOID03.
 MO1107
 MO1107;                    North         East     Units Scale Factor Converg.
 MO1107;SPC WY E     -    68,450.366   217,702.728   MT  0.99994136   +0 08 19.0
 MO1107;UTM  13      - 4,551,661.525   503,704.480   MT  0.99960017   +0 01 44.5
 MO1107
 MO1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1107!SPC WY E     -   0.99968895  x   0.99994136  =   0.99963033
 MO1107!UTM  13      -   0.99968895  x   0.99960017  =   0.99928924
 MO1107
 MO1107:                Primary Azimuth Mark                     Grid Az
 MO1107:SPC WY E     -  CONRAD                                   257 20 10.5
 MO1107:UTM  13      -  CONRAD                                   257 26 45.0
 MO1107
 MO1107|---------------------------------------------------------------------|
 MO1107| PID    Reference Object                     Distance      Geod. Az  |
 MO1107|                                                           dddmmss.s |
 MO1107| MO0445 CONRAD                              APPROX. 7.5 KM 2572829.5 |
 MO1107|---------------------------------------------------------------------|
 MO1107
 MO1107                          SUPERSEDED SURVEY CONTROL
 MO1107
 MO1107  NAD 83(1993)-  41 06 58.43729(N)    104 57 21.14642(W) AD(       ) 3
 MO1107  NAD 83(1986)-  41 06 58.43726(N)    104 57 21.14631(W) AD(       ) 3
 MO1107  NAD 27      -  41 06 58.50577(N)    104 57 19.25003(W) AD(       ) 3
 MO1107
 MO1107.Superseded values are not recommended for survey control.
 MO1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1107.See file dsdata.txt to determine how the superseded data were derived.
 MO1107
 MO1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0370451662(NAD 83)
 MO1107_MARKER: DD = SURVEY DISK
 MO1107_SETTING: 0 = UNSPECIFIED SETTING
 MO1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1107
 MO1107  HISTORY     - Date     Condition        Report By
 MO1107  HISTORY     - 1947     MONUMENTED       USGS
 MO1107  HISTORY     - 1960     GOOD             USGS
 MO1107
 MO1107                          STATION DESCRIPTION
 MO1107
 MO1107'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1107'STATION IS ABOUT 8.0 MI. W. OF CHEYENNE, IN SEC. 12, T 13 N, R 68 W,
 MO1107'ABOUT 2.0 MI. N. OF UNION PACIFIC RAILROAD TRACKS.
 MO1107'
 MO1107'TO REACH FROM CHEYENNE POST OFFICE, GO W. ON HIGHWAY 30 4.1 MI. TO
 MO1107'MACADAM ROAD TO N., TURN RIGHT AND GO 1.8 MI. TO RD. INTERSECTION,
 MO1107'TURN LEFT ON GRAVEL RD. AND GO 2.2 MI. TO RANCH RD., TURN LEFT AND GO
 MO1107'0.2 MI. TO Y-RD. FORK, TAKE LEFT FORK AND GO 0.6 MI. TO RANCH, TURN
 MO1107'RIGHT AT RANCH AND GO W. 0.7 MI. TO PENS, CONTINUE SW. 0.9 MI. TO
 MO1107'GATE, TURN LEFT AND GO E. 0.4 MI. TO TOP OF HILL AND STATION.
 MO1107
 MO1107                          STATION RECOVERY (1960)
 MO1107
 MO1107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1107'STATION MARK--STANDARD TABLET, SET IN CONCRETE MONUMENT AND STAMPED
 MO1107'---WEBB 1947---.
 MO1107'
 MO1107'REFERENCE MARK--IRON PIPE, 36.1 FT. N. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0652 ***********************************************************************
 NQ0652  DESIGNATION -  WELCH STA STANOLIND PLINE TANK
 NQ0652  PID         -  NQ0652
 NQ0652  STATE/COUNTY-  WY/CONVERSE
 NQ0652  USGS QUAD   -  CAREYHURST (1974)
 NQ0652
 NQ0652                         *CURRENT SURVEY CONTROL
 NQ0652  ___________________________________________________________________
 NQ0652* NAD 83(1993)-  42 51 27.08277(N)    105 42 48.62769(W)     ADJUSTED  
 NQ0652* NAVD 88     -                                                        
 NQ0652  ___________________________________________________________________
 NQ0652  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 NQ0652  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 NQ0652
 NQ0652  HORZ ORDER  -  THIRD
 NQ0652
 NQ0652.The horizontal coordinates were established by classical geodetic methods
 NQ0652.and adjusted by the National Geodetic Survey in January 1997..
 NQ0652
 NQ0652
 NQ0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0652
 NQ0652.The geoid height was determined by GEOID03.
 NQ0652
 NQ0652;                    North         East     Units Scale Factor Converg.
 NQ0652;SPC WY E     -   261,971.865   155,309.906   MT  0.99996206   -0 22 19.0
 NQ0652;UTM  13      - 4,745,240.042   441,708.856   MT  0.99964180   -0 29 07.2
 NQ0652
 NQ0652                          SUPERSEDED SURVEY CONTROL
 NQ0652
 NQ0652  NAD 83(1986)-  42 51 27.06680(N)    105 42 48.60961(W) AD(       ) 4
 NQ0652  NAD 27      -  42 51 27.18500(N)    105 42 46.62300(W) AD(       ) 3
 NQ0652
 NQ0652.Superseded values are not recommended for survey control.
 NQ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0652.See file dsdata.txt to determine how the superseded data were derived.
 NQ0652
 NQ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4170945240(NAD 83)
 NQ0652_MARKER: 53 = ELEVATED TANK
 NQ0652
 NQ0652  HISTORY     - Date     Condition        Report By
 NQ0652  HISTORY     - 1948     FIRST OBSERVED   CGS
 NQ0652
 NQ0652                          STATION DESCRIPTION
 NQ0652
 NQ0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0652'STATION IS THE CENTER OF THE TOP OF THE STANOLIND PIPE LINE CO.
 NQ0652'WATER TANK LOCATED AT THEIR WELCH STATION.  IT IS ABOUT 10
 NQ0652'MILES AIR LINE EAST OF GLENROCK, ABOUT 0.25 MILE NORTH OF THE
 NQ0652'NORTH PLATTE RIVER, AND ABOUT 0.5 MILE NORTH OF U.S. HIGHWAY
 NQ0652'20.  THE TANK IS METAL, SET ON A STRUCTURAL STEEL FRAME, AND
 NQ0652'IS ABOUT SEVENTY FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0776 ***********************************************************************
 OX0776  DESIGNATION -  WELLS
 OX0776  PID         -  OX0776
 OX0776  STATE/COUNTY-  WY/SUBLETTE
 OX0776  USGS QUAD   -  KLONDIKE HILL (1967)
 OX0776
 OX0776                         *CURRENT SURVEY CONTROL
 OX0776  ___________________________________________________________________
 OX0776* NAD 83(1993)-  43 17 22.22002(N)    110 07 23.19942(W)     ADJUSTED  
 OX0776* NAVD 88     -      3102.1    (meters)   10177.     (feet)  VERTCON   
 OX0776  ___________________________________________________________________
 OX0776  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 OX0776  GEOID HEIGHT-          -9.23  (meters)                     GEOID03
 OX0776
 OX0776  HORZ ORDER  -  THIRD
 OX0776
 OX0776.The horizontal coordinates were established by classical geodetic methods
 OX0776.and adjusted by the National Geodetic Survey in January 1997..
 OX0776
 OX0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0776
 OX0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0776
 OX0776.The geoid height was determined by GEOID03.
 OX0776
 OX0776;                    North         East     Units Scale Factor Converg.
 OX0776;SPC WY W     -   409,815.318   796,771.966   MT  0.99993763   -0 01 38.2
 OX0776;UTM  12      - 4,793,337.991   571,137.472   MT  0.99966225   +0 36 04.7
 OX0776
 OX0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0776!SPC WY W     -   0.99951522  x   0.99993763  =   0.99945288
 OX0776!UTM  12      -   0.99951522  x   0.99966225  =   0.99917763
 OX0776
 OX0776:                Primary Azimuth Mark                     Grid Az
 OX0776:SPC WY W     -  BACON                                    005 34 30.6
 OX0776:UTM  12      -  BACON                                    004 56 47.7
 OX0776
 OX0776|---------------------------------------------------------------------|
 OX0776| PID    Reference Object                     Distance      Geod. Az  |
 OX0776|                                                           dddmmss.s |
 OX0776| OX0775 BACON                               APPROX.13.2 KM 0053252.4 |
 OX0776| OW0360 KENDALL                             APPROX.20.9 KM 1233937.8 |
 OX0776|---------------------------------------------------------------------|
 OX0776
 OX0776                          SUPERSEDED SURVEY CONTROL
 OX0776
 OX0776  NAD 83(1993)-  43 17 22.20974(N)    110 07 23.19208(W) AD(       ) 3
 OX0776  NAD 83(1986)-  43 17 22.20906(N)    110 07 23.18719(W) AD(       ) 3
 OX0776  NAD 27      -  43 17 22.40669(N)    110 07 20.57372(W) AD(       ) 3
 OX0776  NGVD 29 (07/19/86) 3100.5    (m)        10172.     (f) VERT ANG       
 OX0776
 OX0776.Superseded values are not recommended for survey control.
 OX0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0776.See file dsdata.txt to determine how the superseded data were derived.
 OX0776
 OX0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN7113793338(NAD 83)
 OX0776
 OX0776  HISTORY     - Date     Condition        Report By
 OX0776  HISTORY     - 1905     MONUMENTED       USGS
 OX0776  HISTORY     - 1967     GOOD             USGS
 OX0776
 OX0776                          STATION DESCRIPTION
 OX0776
 OX0776'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 OX0776'ON THE HIGH E. END OF A GRASSY RIDGE LOCALLY KNOWN AS KLONDIKE RIDGE.
 OX0776'ABOUT 6 MI. NEARLY W. OF WELLS AND 5 MI. NW. OF KENDALL, THE
 OX0776'HEADQUARTERS OF THE CAMP.  THE STATION IS EASILY REACHED FROM THE E.
 OX0776'OR N.
 OX0776'
 OX0776'RECOVERED, AND STATES STATION IS ON ELK RIDGE.
 OX0776'
 OX0776'STATION MARK - BRONZE TABLET CEMENTED IN A LARGE ROCK BURIED FLUSH
 OX0776'WITH GROUND, CENTERED UNDER A TETRAPOD SIGNAL STAMPED---WELLS 1905---.
 OX0776'STAMPING ADDED IN 1967.
 OX0776'
 OX0776'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0431 ***********************************************************************
 OU0431  DESIGNATION -  WERNER
 OU0431  PID         -  OU0431
 OU0431  STATE/COUNTY-  WY/CONVERSE
 OU0431  USGS QUAD   -  THOMPSON DRAW (1984)
 OU0431
 OU0431                         *CURRENT SURVEY CONTROL
 OU0431  ___________________________________________________________________
 OU0431* NAD 83(1993)-  43 20 34.63026(N)    105 51 59.42011(W)     ADJUSTED  
 OU0431* NAVD 88     -      1736.2    (meters)    5696.     (feet)  VERTCON   
 OU0431  ___________________________________________________________________
 OU0431  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 OU0431  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 OU0431
 OU0431  HORZ ORDER  -  THIRD
 OU0431
 OU0431.The horizontal coordinates were established by classical geodetic methods
 OU0431.and adjusted by the National Geodetic Survey in January 1997..
 OU0431
 OU0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0431
 OU0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0431
 OU0431.The geoid height was determined by GEOID03.
 OU0431
 OU0431;                    North         East     Units Scale Factor Converg.
 OU0431;SPC WY E     -   315,989.977   143,256.326   MT  0.99997709   -0 28 49.3
 OU0431;UTM  13      - 4,799,264.803   429,766.475   MT  0.99966068   -0 35 41.1
 OU0431
 OU0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0431!SPC WY E     -   0.99973009  x   0.99997709  =   0.99970719
 OU0431!UTM  13      -   0.99973009  x   0.99966068  =   0.99939086
 OU0431
 OU0431:                Primary Azimuth Mark                     Grid Az
 OU0431:SPC WY E     -  PINERIDGE                                228 26 26.9
 OU0431:UTM  13      -  PINERIDGE                                228 33 18.7
 OU0431
 OU0431|---------------------------------------------------------------------|
 OU0431| PID    Reference Object                     Distance      Geod. Az  |
 OU0431|                                                           dddmmss.s |
 OU0431| OV0349 PINERIDGE                           APPROX.17.0 KM 2275737.6 |
 OU0431|---------------------------------------------------------------------|
 OU0431
 OU0431                          SUPERSEDED SURVEY CONTROL
 OU0431
 OU0431  NAD 83(1986)-  43 20 34.61097(N)    105 51 59.39800(W) AD(       ) 3
 OU0431  NAD 27      -  43 20 34.72460(N)    105 51 57.38112(W) AD(       ) 3
 OU0431  NGVD 29 (07/19/86) 1735.3    (m)         5693.     (f) VERT ANG       
 OU0431
 OU0431.Superseded values are not recommended for survey control.
 OU0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0431.See file dsdata.txt to determine how the superseded data were derived.
 OU0431
 OU0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH2976699265(NAD 83)
 OU0431_MARKER: DD = SURVEY DISK
 OU0431_SETTING: 0 = UNSPECIFIED SETTING
 OU0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0431
 OU0431  HISTORY     - Date     Condition        Report By
 OU0431  HISTORY     - 1955     MONUMENTED       USGS
 OU0431
 OU0431                          STATION DESCRIPTION
 OU0431
 OU0431'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0431'STATION IS LOCATED ABOUT 7.0 MI. (AIRLINE) S. OF ROSS AND ABOUT 4.5
 OU0431'MI. W. OF THE ROSS ROAD, ON THE HIGHEST TOP OF THE RIDGE BETWEEN
 OU0431'SAND AND ANTELOPE CREEKS, IN SEC. 16, T 39 N, R 75 W.
 OU0431'
 OU0431'TO REACH THE STATION FROM THE OGALLALA STORE IN ROSS, GO SE. ALONG
 OU0431'THE ROSS ROAD 6.4 MI. TO CROSSROAD, CONTINUE SE. 2.4 MI. TO A DIM
 OU0431'TRAIL FORK TO THE NW., ABOUT 250 FT. N. OF A WOODEN BRIDGE, TURN
 OU0431'RIGHT (NW.) AND FOLLOW TRACK RD. 3.0 MI. TO DIM TRAIL FORK AND A
 OU0431'GATE ON THE RIGHT, CONTINUE STRAIGHT, GENERALLY W., ALONG THE RIDGE
 OU0431'2.9 MI. TO THE HIGHEST POINT AND THE STATION ON THE RIGHT.
 OU0431'
 OU0431'STATION MARK--STANDARD TABLET, SET IN TOP OF A CONCRETE POST,
 OU0431'PROJECTING ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---WERNER 1955---.
 OU0431'
 OU0431'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0520 ***********************************************************************
 MQ0520  DESIGNATION -  WEST
 MQ0520  PID         -  MQ0520
 MQ0520  STATE/COUNTY-  WY/SWEETWATER
 MQ0520  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0520
 MQ0520                         *CURRENT SURVEY CONTROL
 MQ0520  ___________________________________________________________________
 MQ0520* NAD 83(1993)-  41 33 53.92704(N)    109 47 29.66652(W)     ADJUSTED  
 MQ0520* NAVD 88     -      1993.     (meters)    6539.     (feet)  VERTCON   
 MQ0520  ___________________________________________________________________
 MQ0520  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 MQ0520  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 MQ0520
 MQ0520  HORZ ORDER  -  THIRD
 MQ0520
 MQ0520.The horizontal coordinates were established by classical geodetic methods
 MQ0520.and adjusted by the National Geodetic Survey in January 1997..
 MQ0520
 MQ0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0520
 MQ0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0520
 MQ0520.The geoid height was determined by GEOID03.
 MQ0520
 MQ0520;                    North         East     Units Scale Factor Converg.
 MQ0520;SPC WYWC     -   118,787.383   513,124.395   MT  1.00003035   -0 41 27.9
 MQ0520;UTM  12      - 4,602,183.284   600,758.605   MT  0.99972493   +0 48 06.6
 MQ0520
 MQ0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0520!SPC WYWC     -   0.99968981  x   1.00003035  =   0.99972015
 MQ0520!UTM  12      -   0.99968981  x   0.99972493  =   0.99941482
 MQ0520
 MQ0520:                Primary Azimuth Mark                     Grid Az
 MQ0520:SPC WYWC     -  VACO                                     321 04 19.7
 MQ0520:UTM  12      -  VACO                                     319 34 45.2
 MQ0520
 MQ0520|---------------------------------------------------------------------|
 MQ0520| PID    Reference Object                     Distance      Geod. Az  |
 MQ0520|                                                           dddmmss.s |
 MQ0520| MQ0521 VACO                                APPROX. 6.5 KM 3202251.8 |
 MQ0520|---------------------------------------------------------------------|
 MQ0520
 MQ0520                          SUPERSEDED SURVEY CONTROL
 MQ0520
 MQ0520  NAD 83(1986)-  41 33 53.91890(N)    109 47 29.65737(W) AD(       ) 3
 MQ0520  NAD 27      -  41 33 54.06591(N)    109 47 27.14221(W) AD(       ) 3
 MQ0520  NGVD 29 (07/19/86) 1992.     (m)         6535.     (f) VERT ANG       
 MQ0520
 MQ0520.Superseded values are not recommended for survey control.
 MQ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0520.See file dsdata.txt to determine how the superseded data were derived.
 MQ0520
 MQ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM0075902183(NAD 83)
 MQ0520_MARKER: DD = SURVEY DISK
 MQ0520_SETTING: 0 = UNSPECIFIED SETTING
 MQ0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0520
 MQ0520  HISTORY     - Date     Condition        Report By
 MQ0520  HISTORY     - 1958     MONUMENTED       USGS
 MQ0520
 MQ0520                          STATION DESCRIPTION
 MQ0520
 MQ0520'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 MQ0520'LOCATED ABOUT 2.0 MI. (AIRLINE) N. OF U.S. HIGHWAY 30 AND ABOUT 1.0
 MQ0520'MI. (AIRLINE) E. OF A PAVED RD. TO WEST VACO, WYOMING, ON TOP OF A
 MQ0520'PROMINENT MESA.
 MQ0520'
 MQ0520'TO REACH FROM GREEN RIVER POST OFFICE, GO W. ON U.S. HIGHWAY 30 18.1
 MQ0520'MI. TO A PAVED RD. N., TURN RIGHT ON PAVED RD., GO 1.4 MI. TO A
 MQ0520'CROSSROAD, TURN E., GO 0.3 MI., THENCE RIGHT (S.), MEANDER TO HIGHEST
 MQ0520'PART OF MESA AND STATION SITE.
 MQ0520'
 MQ0520'STATION MARK--STANDARD DISK, CEMENTED IN CEMENT POST, STAMPED
 MQ0520'---WEST 1958---, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0236 ***********************************************************************
 MP0236  DESIGNATION -  WEST BASE 6584
 MP0236  PID         -  MP0236
 MP0236  STATE/COUNTY-  WY/CARBON
 MP0236  USGS QUAD   -  SINCLAIR (1981)
 MP0236
 MP0236                         *CURRENT SURVEY CONTROL
 MP0236  ___________________________________________________________________
 MP0236* NAD 83(1993)-  41 46 39.27291(N)    107 05 17.16652(W)     ADJUSTED  
 MP0236* NAVD 88     -      2007.811  (meters)    6587.29   (feet)  ADJUSTED  
 MP0236  ___________________________________________________________________
 MP0236  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 MP0236  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 MP0236  DYNAMIC HT  -        2006.136 (meters)    6581.80  (feet)  COMP
 MP0236  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 MP0236
 MP0236  HORZ ORDER  -  THIRD
 MP0236  VERT ORDER  -  FIRST     CLASS II
 MP0236
 MP0236.The horizontal coordinates were established by classical geodetic methods
 MP0236.and adjusted by the National Geodetic Survey in January 1997..
 MP0236
 MP0236.The orthometric height was determined by differential leveling
 MP0236.and adjusted by the National Geodetic Survey in June 1991..
 MP0236
 MP0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0236
 MP0236.The geoid height was determined by GEOID03.
 MP0236
 MP0236.The dynamic height is computed by dividing the NAVD 88
 MP0236.geopotential number by the normal gravity value computed on the
 MP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0236.degrees latitude (g = 980.6199 gals.).
 MP0236
 MP0236.The modeled gravity was interpolated from observed gravity values.
 MP0236
 MP0236;                    North         East     Units Scale Factor Converg.
 MP0236;SPC WYEC     -   241,903.423   420,386.952   MT  0.99994261   +0 09 48.2
 MP0236;UTM  13      - 4,627,188.492   326,463.078   MT  0.99997059   -1 23 29.5
 MP0236
 MP0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0236!SPC WYEC     -   0.99968730  x   0.99994261  =   0.99962993
 MP0236!UTM  13      -   0.99968730  x   0.99997059  =   0.99965790
 MP0236
 MP0236:                Primary Azimuth Mark                     Grid Az
 MP0236:SPC WYEC     -  SINCLAIR WEST BASE                       086 37 24.6
 MP0236:UTM  13      -  SINCLAIR WEST BASE                       088 10 42.3
 MP0236
 MP0236|---------------------------------------------------------------------|
 MP0236| PID    Reference Object                     Distance      Geod. Az  |
 MP0236|                                                           dddmmss.s |
 MP0236| MP0474 SINCLAIR WEST BASE                  APPROX. 2.0 KM 0864712.8 |
 MP0236|---------------------------------------------------------------------|
 MP0236
 MP0236                          SUPERSEDED SURVEY CONTROL
 MP0236
 MP0236  NAD 83(1986)-  41 46 39.26044(N)    107 05 17.15807(W) AD(       ) 3
 MP0236  NAD 27      -  41 46 39.40868(N)    107 05 14.99247(W) AD(       ) 3
 MP0236  NGVD 29 (06/08/92) 2006.683  (m)         6583.59   (f) ADJUSTED    1 2
 MP0236
 MP0236.Superseded values are not recommended for survey control.
 MP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0236.See file dsdata.txt to determine how the superseded data were derived.
 MP0236
 MP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2646327188(NAD 83)
 MP0236_MARKER: DD = SURVEY DISK
 MP0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0236_SP_SET: STONE POST
 MP0236_STAMPING: WEST BASE
 MP0236_MARK LOGO: USGS  
 MP0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0236+STABILITY: SURFACE MOTION
 MP0236
 MP0236  HISTORY     - Date     Condition        Report By
 MP0236  HISTORY     - UNK      MONUMENTED       USGS
 MP0236  HISTORY     - 1947     GOOD             NGS
 MP0236  HISTORY     - 1951     GOOD             USGS
 MP0236  HISTORY     - 1983     GOOD             NGS
 MP0236
 MP0236                          STATION DESCRIPTION
 MP0236
 MP0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0236'1.2 MI E FROM PARCO (SINCLAIR).
 MP0236'1.2 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0236'PARCO (SINCLAIR), APPROXIMATELY 101 YARDS SOUTHEAST OF THE SOUTHEAST
 MP0236'END OF THE OVERPASS OF U.S. HIGHWAY 30, 262.0 FEET SOUTH OF THE SOUTH
 MP0236'RAIL OF THE SOUTH TRACK, 114.0 FEET EAST OF THE CENTER LINE OF U.S.
 MP0236'HIGHWAY 30 AND 26 FEET LOWER, 1.6 FEET EAST OF A REFERENCE POST, SET
 MP0236'IN THE TOP OF A STONE POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
 MP0236
 MP0236                          STATION RECOVERY (1951)
 MP0236
 MP0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (KBM)
 MP0236'RECOVERED AND REDESCRIBED AS FOLLOWS,  STATION
 MP0236'LOCATED ABOUT 1.5 MI. E. OF SINCLAIR WYOMING, NEAR E, END OF OVERPASS.
 MP0236'
 MP0236'TO REACH STATION FROM SINCLAIR HOTEL, PROCEED E. ALONG U.S. HIGHWAY 30
 MP0236'FOR 1.6 MI. TO E. END OF OVERPASS, THENCE LEFT NW. ALONG BASE OF FILL
 MP0236'0.1 MI. TO STATION 138 FT. E. OF CENTER LINE OF HIGHWAY, 285 FT.S. OF
 MP0236'CENTER OF DOUBLE R.R. TRACKS.
 MP0236'
 MP0236'STATION MARK - A USGS BRONZE TABLET SET IN TOP OF STONE POST
 MP0236'PROJECTING 2 IN. ABOVE GROUND AND STAMPED --- WEST BASE 6584---.
 MP0236'
 MP0236'REFERENCE MARK NO.1 - A USGS CAP RIVETED ON A 3-1/2 IN. IRON PIPE
 MP0236'PROJECTING 18 IN. ABOVE GROUND STAMPED ---L 319 1947 6585--- 20.00 FT.
 MP0236'FROM STATION MARK, S 06 DEG 53 MIN E.
 MP0236'
 MP0236'REFERENCE MARK NO.2 - A USGS CAP RIVETED ON A 3-1/2 INCH IRON PIPE
 MP0236'PROJECTING 18 IN. ABOVE GROUND STAMPED ---J 319 1947 6585--- 20.50 FT.
 MP0236'FROM STATION MARK, S 87 DEG 33 MIN W.
 MP0236'
 MP0236'REFERENCE MARK NO.3 - A USGS CAP RIVETED ON A 3-1/2 IN. IRON PIPE
 MP0236'PROJECTING 18 IN. ABOVE GROUND STAMPED ---K 319 1947 6585--- 20.00 FT.
 MP0236'FROM STATION MARK, N 06 DEG 53 MIN W.
 MP0236'
 MP0236'NOTE - STAMPING OF REFERENCE MARKS WAS DONE BY USC AND GS AND ALL
 MP0236'MARKS ARE FIRST-ORDER BENCH MARKS.
 MP0236
 MP0236                          STATION RECOVERY (1983)
 MP0236
 MP0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0542 ***********************************************************************
 PV0542  DESIGNATION -  WESTON
 PV0542  PID         -  PV0542
 PV0542  STATE/COUNTY-  WY/CAMPBELL
 PV0542  USGS QUAD   -  LONE TREE CREEK (1972)
 PV0542
 PV0542                         *CURRENT SURVEY CONTROL
 PV0542  ___________________________________________________________________
 PV0542* NAD 83(1993)-  44 37 11.31600(N)    105 22 05.18172(W)     ADJUSTED  
 PV0542* NAVD 88     -      1391.5    (meters)    4565.     (feet)  VERTCON   
 PV0542  ___________________________________________________________________
 PV0542  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 PV0542  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 PV0542
 PV0542  HORZ ORDER  -  FIRST
 PV0542
 PV0542.The horizontal coordinates were established by classical geodetic methods
 PV0542.and adjusted by the National Geodetic Survey in January 1997..
 PV0542
 PV0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0542
 PV0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0542
 PV0542.The geoid height was determined by GEOID03.
 PV0542
 PV0542;                    North         East     Units Scale Factor Converg.
 PV0542;SPC WY E     -   457,636.985   184,013.457   MT  0.99994064   -0 08 29.4
 PV0542;UTM  13      - 4,940,783.416   470,796.388   MT  0.99961049   -0 15 30.8
 PV0542
 PV0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0542!SPC WY E     -   0.99978413  x   0.99994064  =   0.99972478
 PV0542!UTM  13      -   0.99978413  x   0.99961049  =   0.99939470
 PV0542
 PV0542:                Primary Azimuth Mark                     Grid Az
 PV0542:SPC WY E     -  LITTLE                                   004 13 06.6
 PV0542:UTM  13      -  LITTLE                                   004 20 08.0
 PV0542
 PV0542|---------------------------------------------------------------------|
 PV0542| PID    Reference Object                     Distance      Geod. Az  |
 PV0542|                                                           dddmmss.s |
 PV0542| PV0545 LITTLE                              APPROX.17.3 KM 0040437.2 |
 PV0542| CQ4377 WESTON RM 1                          20.224 METERS 17233     |
 PV0542| CQ4376 WESTON AZ MK                                       2613829.2 |
 PV0542| CQ4378 WESTON RM 2                          19.246 METERS 26435     |
 PV0542|---------------------------------------------------------------------|
 PV0542
 PV0542                          SUPERSEDED SURVEY CONTROL
 PV0542
 PV0542  NAD 83(1986)-  44 37 11.29695(N)    105 22 05.15832(W) AD(       ) 1
 PV0542  NAD 27      -  44 37 11.35900(N)    105 22 03.17800(W) AD(       ) 1
 PV0542  NGVD 29 (07/19/86) 1390.8    (m)         4563.     (f) VERT ANG       
 PV0542
 PV0542.Superseded values are not recommended for survey control.
 PV0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0542.See file dsdata.txt to determine how the superseded data were derived.
 PV0542
 PV0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK7079640783(NAD 83)
 PV0542_MARKER: DS = TRIANGULATION STATION DISK
 PV0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0542
 PV0542  HISTORY     - Date     Condition        Report By
 PV0542  HISTORY     - 1949     MONUMENTED       CGS
 PV0542  HISTORY     - 1963     GOOD             USFS
 PV0542  HISTORY     - 1987     GOOD             BLM
 PV0542
 PV0542                          STATION DESCRIPTION
 PV0542
 PV0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0542'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE WESTON
 PV0542'POST OFFICE, 200 YARDS WEST OF THE EASTERN END OF A PROMINENT
 PV0542'TIMBERED RIDGE WHICH IS THE MAIN DIVIDE BETWEEN WILD CAT CREEK
 PV0542'AND THE LITTLE POWDER RIVER.  THIS RIDGE IS FLAT ON THE TOP WITH
 PV0542'SCATTERED GROWTH OF PINE TREES.  THE STATION MARK IS 16 FEET
 PV0542'EAST OF A 5-INCH BLAZED PINE TREE, 10 FEET WEST OF A WITNESS
 PV0542'POST AND ON LAND OWNED BY THE GOVERNMENT.
 PV0542'
 PV0542'TO REACH THE STATION FROM THE WESTON POST OFFICE, GO NORTHWEST
 PV0542'ON A DIM TRACK ROAD FOR ABOUT 200 YARDS TO A WIRE GATE IN A
 PV0542'NORTH-SOUTH FENCE LINE.  GO THROUGH GATE AND PROCEED WESTERLY
 PV0542'ON DIM TRACK ROAD ACROSS FLAT PASTURE LAND FOR 0.95 MILE TO A
 PV0542'FORK.  BEAR LEFT, WESTERLY, ON DIM TRACK ROAD FOR 0.4 MILE TO A
 PV0542'VERY DIM FORK.  BEAR LEFT AND FOLLOW MAIN TRACK
 PV0542'SOUTHWESTERLY FOR 0.5 MILE TO A WIRE GATE.  GO THROUGH GATE
 PV0542'AND PROCEED SOUTHWESTERLY ON A WASHED OUT ROAD ALONG A RIDGE FOR
 PV0542'ABOUT 1 MILE TO THE SUMMIT OF HILL AND STATION.
 PV0542'
 PV0542'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ACROSS
 PV0542'PASTURE LAND FOR 0.15 MILE TO THE MARK AS DESCRIBED BELOW.
 PV0542'
 PV0542'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 PV0542'WESTON 1949.
 PV0542'
 PV0542'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 PV0542'WESTON NO 1 1949.
 PV0542'
 PV0542'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 PV0542'WESTON NO 2 1949.
 PV0542'
 PV0542'THE AZIMUTH MARK IS 12.4 FEET SOUTH OF A 4-INCH PINE TREE, AND
 PV0542'6 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES,
 PV0542'AND THE DISK IS STAMPED WESTON 1949.
 PV0542'
 PV0542'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 10-INCH CONCRETE
 PV0542'POSTS.
 PV0542
 PV0542                          STATION RECOVERY (1963)
 PV0542
 PV0542'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PV0542'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 PV0542
 PV0542                          STATION RECOVERY (1987)
 PV0542
 PV0542'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1987 (DP)
 PV0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0501 ***********************************************************************
 NQ0501  DESIGNATION -  WHEATLAND
 NQ0501  PID         -  NQ0501
 NQ0501  STATE/COUNTY-  WY/PLATTE
 NQ0501  USGS QUAD   -  WHEATLAND (1990)
 NQ0501
 NQ0501                         *CURRENT SURVEY CONTROL
 NQ0501  ___________________________________________________________________
 NQ0501* NAD 83(1993)-  42 02 43.20671(N)    104 57 28.39123(W)     ADJUSTED  
 NQ0501* NAVD 88     -      1467.     (meters)    4813.     (feet)  SCALED    
 NQ0501  ___________________________________________________________________
 NQ0501  LAPLACE CORR-         -11.22  (seconds)                    DEFLEC99
 NQ0501  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0501
 NQ0501  HORZ ORDER  -  SECOND
 NQ0501
 NQ0501.The horizontal coordinates were established by classical geodetic methods
 NQ0501.and adjusted by the National Geodetic Survey in January 1997..
 NQ0501
 NQ0501.The orthometric height was scaled from a topographic map.
 NQ0501
 NQ0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0501
 NQ0501.The geoid height was determined by GEOID03.
 NQ0501
 NQ0501;                    North         East     Units Scale Factor Converg.
 NQ0501;SPC WY E     -   171,634.041   217,284.240   MT  0.99994117   +0 08 23.4
 NQ0501;UTM  13      - 4,654,810.617   503,485.267   MT  0.99960015   +0 01 41.5
 NQ0501
 NQ0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0501!SPC WY E     -   0.99977224  x   0.99994117  =   0.99971342
 NQ0501!UTM  13      -   0.99977224  x   0.99960015  =   0.99937248
 NQ0501
 NQ0501|---------------------------------------------------------------------|
 NQ0501| PID    Reference Object                     Distance      Geod. Az  |
 NQ0501|                                                           dddmmss.s |
 NQ0501| CQ4386 WHEATLAND RM 1                       31.132 METERS 03147     |
 NQ0501| NQ0499 AIRPORT BEACON PFIFER FIELD         APPROX. 1.8 KM 0594522.6 |
 NQ0501| NQ0500 WHEATLAND RADIO STA KYCM MAST       APPROX. 0.9 KM 0872058.0 |
 NQ0501| CQ4388 WHEATLAND RM 3                       12.137 METERS 11614     |
 NQ0501| CQ4385 WHEATLAND AZ MK                                    2500329.4 |
 NQ0501| CP9421 I25 STA 1613+00                                    26512     |
 NQ0501| NQ0502 WHEATLAND MUNICIPAL TANK             14.094 METERS 28713     |
 NQ0501| CQ4387 WHEATLAND RM 2                       19.482 METERS 29712     |
 NQ0501|---------------------------------------------------------------------|
 NQ0501
 NQ0501                          SUPERSEDED SURVEY CONTROL
 NQ0501
 NQ0501  NAD 83(1986)-  42 02 43.18800(N)    104 57 28.38630(W) AD(       ) 2
 NQ0501  NAD 27      -  42 02 43.29850(N)    104 57 26.48370(W) AD(       ) 2
 NQ0501
 NQ0501.Superseded values are not recommended for survey control.
 NQ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0501.See file dsdata.txt to determine how the superseded data were derived.
 NQ0501
 NQ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0348554811(NAD 83)
 NQ0501_MARKER: DS = TRIANGULATION STATION DISK
 NQ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0501
 NQ0501  HISTORY     - Date     Condition        Report By
 NQ0501  HISTORY     - 1963     MONUMENTED       CGS
 NQ0501  HISTORY     - 1966     GOOD             CGS
 NQ0501  HISTORY     - 1977     GOOD             NGS
 NQ0501  HISTORY     - 1985     GOOD             DMA
 NQ0501
 NQ0501                          STATION DESCRIPTION
 NQ0501
 NQ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0501'THE STATION IS LOCATED IN THE SOUTH EDGE OF WHEATLAND, IN THE
 NQ0501'NORTHWEST ANGLE OF THE INTERSECTION OF SOUTH 12TH STREET
 NQ0501'AND COUNTY ROAD AND BETWEEN THE MUNICIPAL WATER TANK AND
 NQ0501'TELEVISION RELAY MAST.
 NQ0501'
 NQ0501'THE STATION MARK IS A STANDARD DISK STAMPED WHEATLAND 1963
 NQ0501'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 NQ0501'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET NORTH
 NQ0501'OF THE CENTER OF COUNTY ROAD AND 30 FEET EAST OF THE SOUTHEAST
 NQ0501'LEG OF THE WATER TANK.
 NQ0501'
 NQ0501'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WHEATLAND NO 1
 NQ0501'1963 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 NQ0501'THAT PROJECTS 4 INCHES.  IT IS 103 FEET EAST-NORTHEAST OF THE
 NQ0501'NORTHEAST LEG OF THE WATER TANK, 92 FEET WEST OF THE CENTER
 NQ0501'OF TWELFTH STREET AND 1 FOOT WEST OF A POWER POLE.
 NQ0501'
 NQ0501'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WHEATLAND NO 2
 NQ0501'1963 SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE NORTHWEST
 NQ0501'LEG OF THE WATER TANK.
 NQ0501'
 NQ0501'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WHEATLAND 1963
 NQ0501'CEMENTED IN A DRILL HOLE IN THE CONCRETE ABUTMENT OF A SMALL
 NQ0501'IRRIGATION GATE.  IT IS 98 FEET WEST OF THE CENTER OF U.S.
 NQ0501'HIGHWAY 87, 5.0 FEET SOUTH-SOUTHEAST OF A WITNESS POST AND 2
 NQ0501'FEET EAST OF A FENCE.
 NQ0501'
 NQ0501'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON COUNTY
 NQ0501'ROAD FOR 0.3 MILE TO INTERSECTION WITH U.S. HIGHWAY 87, TURN
 NQ0501'LEFT ON HIGHWAY 87 FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 NQ0501
 NQ0501                          STATION RECOVERY (1966)
 NQ0501
 NQ0501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 NQ0501'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK
 NQ0501'NUMBER 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 NQ0501'GOOD CONDITION.
 NQ0501'
 NQ0501'THE 1963 ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 NQ0501'
 NQ0501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED
 NQ0501'IN THE SOUTH EDGE OF WHEATLAND AND BETWEEN THE MUNICIPAL
 NQ0501'WATER TANK AND TELEVISION RELAY MAST.
 NQ0501
 NQ0501                          STATION RECOVERY (1977)
 NQ0501
 NQ0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NQ0501'STATION MARK, REFERENCE MARK NUMBER 2 AND THE AZIMUTH MARK WERE
 NQ0501'RECOVERED AND ARE IN GOOD CONDITION.  THE AZIMUTH MARK IS BLOCKED TO
 NQ0501'STATION BY A NEW HOUSE.  REFERENCE MARK NUMBER 1 WAS FOUND BUT HAD
 NQ0501'BEEN HIT AND OUT OF POSITION.  A NEW REFERENCE MARK, NUMBER 3 AND
 NQ0501'AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 NQ0501'
 NQ0501'LOCATION OF THE STATION IS STILL ADEQUATE.  ONLY CHANGE NOTED WAS
 NQ0501'THE COUNTY ROAD MENTIONED IN THE 1963 DESCRIPTION OF STATION IS NOW
 NQ0501'COLE STREET.
 NQ0501'
 NQ0501'STATION IS A STANDARD STATION MARK DISK, STAMPED WHEATLAND 1963,
 NQ0501'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 1 INCH BELOW THE
 NQ0501'GROUND.  MARK IS 47 FEET NORTH OF THE CENTER OF COLE STREET, 40.3
 NQ0501'FEET WEST-NORTHWEST OF THE SOUTHWEST LEG OF A TELEVISION RELAY
 NQ0501'TOWER AND 29.8 FEET EAST OF THE SOUTHEAST LEG OF THE WHEATLAND
 NQ0501'MUNICIPAL TANK.
 NQ0501'
 NQ0501'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 NQ0501'WHEATLAND NO 2 1963, CEMENTED IN A DRILL HOLE, IN THE TOP OF AND AT
 NQ0501'THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR THE NORTHWEST LEG OF
 NQ0501'THE MUNICIPAL TANK.
 NQ0501'
 NQ0501'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 NQ0501'WHEATLAND 1963 NO 3 1977, CEMENTED IN A DRILL HOLE IN THE TOP OF AND
 NQ0501'AT THE SOUTHWEST CORNER OF A CONCRETE BASE FOR A TELEVISION RELAY
 NQ0501'TOWER AND IS FLUSH WITH THE GROUND.
 NQ0501'
 NQ0501'AZIMUTH MARK 1963 IS A STANDARD AZIMUTH MARK DISK, STAMPED WHEATLAND
 NQ0501'1963, CEMENTED IN A DRILL HOLE, IN THE TOP OF A CONCRETE ABUTMENT
 NQ0501'OF A SMALL IRRIGATION GATE.  THIS MARK IS BLOCKED TO STATION BY A
 NQ0501'HOUSE.
 NQ0501'
 NQ0501'AZIMUTH MARK IS A WYOMING STATE HIGHWAY DEPARTMENT REFERENCE MARK
 NQ0501'DISK, STAMPED 1613+00 EL 4826.41, SET IN THE TOP OF A SQUARE
 NQ0501'CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES.  MARK IS 135 FEET SOUTH
 NQ0501'OF COLE STREET THAT IS DEADENDED, 1.6 FEET NORTH OF A METAL
 NQ0501'WITNESS POST WITH A METAL WITNESS SIGN ATTACHED, 4 FEET
 NQ0501'EAST-SOUTHEAST OF A WYOMING HIGHWAY DEPARTMENT SIGN CONTROLLED
 NQ0501'ACCESS AND 1.3 FEET EAST OF INTERSTATE HIGHWAY 25
 NQ0501'RIGHT-OF-WAY FENCE LINE.
 NQ0501'
 NQ0501'THE NEW AZIMUTH MARK IS REACHED FROM THE STATION.  GO WEST ON COLE
 NQ0501'STREET FOR 0.4 MILE TO INTERSTATE HIGHWAY 25 RIGHT-OF-WAY FENCE LINE
 NQ0501'AND END OF COLE STREET.  TURN LEFT ALONG FENCE LINE FOR 135 FEET
 NQ0501'TO THE MARK, AS DESCRIBED.
 NQ0501'
 NQ0501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WHEATLAND.
 NQ0501
 NQ0501                          STATION RECOVERY (1985)
 NQ0501
 NQ0501'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (RSB)
 NQ0501'WHEATLAND 1963 FOUND GOOD.
 NQ0501'STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.  REFERENCE
 NQ0501'MARK 1 AND AZIMUTH MARK WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0502 ***********************************************************************
 NQ0502  DESIGNATION -  WHEATLAND MUNICIPAL TANK
 NQ0502  PID         -  NQ0502
 NQ0502  STATE/COUNTY-  WY/PLATTE
 NQ0502  USGS QUAD   -  WHEATLAND (1990)
 NQ0502
 NQ0502                         *CURRENT SURVEY CONTROL
 NQ0502  ___________________________________________________________________
 NQ0502* NAD 83(1993)-  42 02 43.34195(N)    104 57 28.97662(W)     ADJUSTED  
 NQ0502* NAVD 88     -                                                        
 NQ0502  ___________________________________________________________________
 NQ0502  LAPLACE CORR-         -11.23  (seconds)                    DEFLEC99
 NQ0502  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0502
 NQ0502  HORZ ORDER  -  THIRD
 NQ0502
 NQ0502.The horizontal coordinates were established by classical geodetic methods
 NQ0502.and adjusted by the National Geodetic Survey in January 1997..
 NQ0502
 NQ0502
 NQ0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0502
 NQ0502.The geoid height was determined by GEOID03.
 NQ0502
 NQ0502;                    North         East     Units Scale Factor Converg.
 NQ0502;SPC WY E     -   171,638.181   217,270.768   MT  0.99994117   +0 08 23.0
 NQ0502;UTM  13      - 4,654,814.782   503,471.808   MT  0.99960015   +0 01 41.1
 NQ0502
 NQ0502                          SUPERSEDED SURVEY CONTROL
 NQ0502
 NQ0502  NAD 83(1986)-  42 02 43.32333(N)    104 57 28.96804(W) AD(       ) 4
 NQ0502  NAD 27      -  42 02 43.43400(N)    104 57 27.06800(W) AD(       ) 3
 NQ0502
 NQ0502.Superseded values are not recommended for survey control.
 NQ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0502.See file dsdata.txt to determine how the superseded data were derived.
 NQ0502
 NQ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0347254815(NAD 83)
 NQ0502_MARKER: 53 = ELEVATED TANK
 NQ0502
 NQ0502  HISTORY     - Date     Condition        Report By
 NQ0502  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0502  HISTORY     - 20030924 MARK NOT FOUND   USPSQD
 NQ0502
 NQ0502                          STATION DESCRIPTION
 NQ0502
 NQ0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0502'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF WHEATLAND AND
 NQ0502'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF SOUTH 12TH
 NQ0502'STREET AND A COUNTY ROAD.
 NQ0502'
 NQ0502'THE STATION IS A BALL ATOP AND CENTER OF THE FOUR-LEGGED,
 NQ0502'STEEL STRUCTURE.  THE WATER TANK IS PAINTED SILVER AND IS
 NQ0502'APPROXIMATELY 100 FEET IN HEIGHT.
 NQ0502
 NQ0502                          STATION RECOVERY (2003)
 NQ0502
 NQ0502'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 NQ0502'THE OLD STYLE WATER TANK HAS BEEN REPLACED WITH TWO NEW STYLE LARGER
 NQ0502'WATER TANKS ON THIS PROPERTY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0500 ***********************************************************************
 NQ0500  DESIGNATION -  WHEATLAND RADIO STA KYCM MAST
 NQ0500  PID         -  NQ0500
 NQ0500  STATE/COUNTY-  WY/PLATTE
 NQ0500  USGS QUAD   -  WHEATLAND (1990)
 NQ0500
 NQ0500                         *CURRENT SURVEY CONTROL
 NQ0500  ___________________________________________________________________
 NQ0500* NAD 83(1993)-  42 02 44.58353(N)    104 56 48.43435(W)     ADJUSTED  
 NQ0500* NAVD 88     -                                                        
 NQ0500  ___________________________________________________________________
 NQ0500  LAPLACE CORR-         -11.10  (seconds)                    DEFLEC99
 NQ0500  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 NQ0500
 NQ0500  HORZ ORDER  -  THIRD
 NQ0500
 NQ0500.The horizontal coordinates were established by classical geodetic methods
 NQ0500.and adjusted by the National Geodetic Survey in January 1997..
 NQ0500
 NQ0500
 NQ0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0500
 NQ0500.The geoid height was determined by GEOID03.
 NQ0500
 NQ0500;                    North         East     Units Scale Factor Converg.
 NQ0500;SPC WY E     -   171,678.821   218,202.993   MT  0.99994158   +0 08 50.1
 NQ0500;UTM  13      - 4,654,853.593   504,403.792   MT  0.99960024   +0 02 08.3
 NQ0500
 NQ0500                          SUPERSEDED SURVEY CONTROL
 NQ0500
 NQ0500  NAD 83(1986)-  42 02 44.56478(N)    104 56 48.42596(W) AD(       ) 4
 NQ0500  NAD 27      -  42 02 44.67500(N)    104 56 46.52200(W) AD(       ) 3
 NQ0500
 NQ0500.Superseded values are not recommended for survey control.
 NQ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0500.See file dsdata.txt to determine how the superseded data were derived.
 NQ0500
 NQ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0440454854(NAD 83)
 NQ0500_MARKER: 42 = RADIO/TV MAST
 NQ0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NQ0500+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003
 NQ0500
 NQ0500  HISTORY     - Date     Condition        Report By
 NQ0500  HISTORY     - 1963     FIRST OBSERVED   CGS
 NQ0500  HISTORY     - 20030924 GOOD             USPSQD
 NQ0500
 NQ0500                          STATION DESCRIPTION
 NQ0500
 NQ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 NQ0500'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF WHEATLAND,
 NQ0500'IN PASTURE LAND, AND 200 FEET NORTH OF A DIRT ROAD.
 NQ0500'
 NQ0500'THE STATION IS A RED LIGHT ATOP AND CENTER OF THE STEEL,
 NQ0500'TRUSSWORK STRUCTURE.  THE MAST IS ALTERNATELY PAINTED RED
 NQ0500'AND WHITE, IS SUPPORTED BY GUY-WIRES, AND IS APPROXIMATELY
 NQ0500'140 FEET IN HEIGHT.
 NQ0500
 NQ0500                          STATION RECOVERY (2003)
 NQ0500
 NQ0500'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 NQ0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3858 ***********************************************************************
 DH3858  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3858  DESIGNATION -  WHEATLAND_WY2004 CORS ARP
 DH3858  CORS_ID     -  P042
 DH3858  PID         -  DH3858
 DH3858  STATE/COUNTY-  WY/PLATTE
 DH3858  USGS QUAD   -  WHEATLAND (1990)
 DH3858
 DH3858                         *CURRENT SURVEY CONTROL
 DH3858  ___________________________________________________________________
 DH3858* NAD 83(CORS)-  42 03 05.40027(N)    104 54 38.09629(W)     ADJUSTED  
 DH3858* NAVD 88     -                                                        
 DH3858  ___________________________________________________________________
 DH3858  EPOCH DATE  -        2002.00
 DH3858  X           -  -1,220,742.903 (meters)                     COMP
 DH3858  Y           -  -4,584,481.374 (meters)                     COMP
 DH3858  Z           -   4,250,806.423 (meters)                     COMP
 DH3858  ELLIP HEIGHT-        1423.25  (meters)          (06/??/05) GPS OBS
 DH3858  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 DH3858
 DH3858  HORZ ORDER  -  SPECIAL (CORS)
 DH3858  ELLP ORDER  -  SPECIAL (CORS)
 DH3858
 DH3858.ITRF positions are available for this station.
 DH3858.The coordinates were established by GPS observations
 DH3858.and adjusted by the National Geodetic Survey in June 2005..
 DH3858.The coordinates are valid at the epoch date displayed above.
 DH3858.The epoch date for horizontal control is a decimal equivalence
 DH3858.of Year/Month/Day.
 DH3858
 DH3858
 DH3858.The PID for the CORS L1 Phase Center is DH3859.
 DH3858
 DH3858.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3858
 DH3858.The ellipsoidal height was determined by GPS observations
 DH3858.and is referenced to NAD 83.
 DH3858
 DH3858.The geoid height was determined by GEOID03.
 DH3858
 DH3858;                    North         East     Units Scale Factor Converg.
 DH3858;SPC WY E     -   172,329.398   221,198.351   MT  0.99994303   +0 10 17.5
 DH3858
 DH3858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3858!SPC WY E     -   0.99977683  x   0.99994303  =   0.99971987
 DH3858
 DH3858                          SUPERSEDED SURVEY CONTROL
 DH3858
 DH3858.No superseded survey control is available for this station.
 DH3858
 DH3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0739955498(NAD 83)
 DH3858_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3858
 DH3858                          STATION DESCRIPTION
 DH3858
 DH3858'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3858'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3858'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3858'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3858'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3858'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3859 ***********************************************************************
 DH3859  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3859  DESIGNATION -  WHEATLAND_WY2004 CORS L1 PHASE CENTER
 DH3859  CORS_ID     -  P042
 DH3859  PID         -  DH3859
 DH3859  STATE/COUNTY-  WY/PLATTE
 DH3859  USGS QUAD   -  WHEATLAND (1990)
 DH3859
 DH3859                         *CURRENT SURVEY CONTROL
 DH3859  ___________________________________________________________________
 DH3859* NAD 83(CORS)-  42 03 05.40031(N)    104 54 38.09627(W)     ADJUSTED  
 DH3859* NAVD 88     -                                                        
 DH3859  ___________________________________________________________________
 DH3859  EPOCH DATE  -        2002.00
 DH3859  X           -  -1,220,742.924 (meters)                     COMP
 DH3859  Y           -  -4,584,481.452 (meters)                     COMP
 DH3859  Z           -   4,250,806.498 (meters)                     COMP
 DH3859  ELLIP HEIGHT-        1423.36  (meters)          (06/??/05) GPS OBS
 DH3859  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 DH3859
 DH3859  HORZ ORDER  -  SPECIAL (CORS)
 DH3859  ELLP ORDER  -  SPECIAL (CORS)
 DH3859
 DH3859.ITRF positions are available for this station.
 DH3859.The coordinates were established by GPS observations
 DH3859.and adjusted by the National Geodetic Survey in June 2005..
 DH3859.The coordinates are valid at the epoch date displayed above.
 DH3859.The epoch date for horizontal control is a decimal equivalence
 DH3859.of Year/Month/Day.
 DH3859
 DH3859
 DH3859.The PID for the CORS ARP is DH3858.
 DH3859
 DH3859.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3859
 DH3859.The ellipsoidal height was determined by GPS observations
 DH3859.and is referenced to NAD 83.
 DH3859
 DH3859.The geoid height was determined by GEOID03.
 DH3859
 DH3859;                    North         East     Units Scale Factor Converg.
 DH3859;SPC WY E     -   172,329.399   221,198.351   MT  0.99994303   +0 10 17.5
 DH3859
 DH3859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3859!SPC WY E     -   0.99977681  x   0.99994303  =   0.99971985
 DH3859
 DH3859                          SUPERSEDED SURVEY CONTROL
 DH3859
 DH3859.No superseded survey control is available for this station.
 DH3859
 DH3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0739955498(NAD 83)
 DH3859_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3859
 DH3859                          STATION DESCRIPTION
 DH3859
 DH3859'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3859'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3859'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3859'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3859'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3859'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DH3860 ***********************************************************************
 DH3860  DESIGNATION -  WHEATLAND_WY2004 GRP
 DH3860  PID         -  DH3860
 DH3860  STATE/COUNTY-  WY/PLATTE
 DH3860  USGS QUAD   -  WHEATLAND (1990)
 DH3860
 DH3860                         *CURRENT SURVEY CONTROL
 DH3860  ___________________________________________________________________
 DH3860* NAD 83(CORS)-  42 03 05.40027(N)    104 54 38.09629(W)     ADJUSTED  
 DH3860* NAVD 88     -                                                        
 DH3860  ___________________________________________________________________
 DH3860  EPOCH DATE  -        2002.00
 DH3860  X           -  -1,220,742.903 (meters)                     COMP
 DH3860  Y           -  -4,584,481.374 (meters)                     COMP
 DH3860  Z           -   4,250,806.423 (meters)                     COMP
 DH3860  LAPLACE CORR-         -10.52  (seconds)                    DEFLEC99
 DH3860  ELLIP HEIGHT-        1423.25  (meters)          (06/??/05) GPS OBS
 DH3860  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 DH3860
 DH3860  HORZ ORDER  -  A
 DH3860  ELLP ORDER  -  FOURTH    CLASS I
 DH3860
 DH3860.ITRF positions are available for this station.
 DH3860.The horizontal coordinates were established by GPS observations
 DH3860.and adjusted by the National Geodetic Survey in June 2005..
 DH3860.The horizontal coordinates are valid at the epoch date displayed above.
 DH3860.The epoch date for horizontal control is a decimal equivalence
 DH3860.of Year/Month/Day.
 DH3860
 DH3860
 DH3860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3860
 DH3860.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3860
 DH3860.The ellipsoidal height was determined by GPS observations
 DH3860.and is referenced to NAD 83.
 DH3860
 DH3860.The geoid height was determined by GEOID03.
 DH3860
 DH3860;                    North         East     Units Scale Factor Converg.
 DH3860;SPC WY E     -   172,329.398   221,198.351   MT  0.99994303   +0 10 17.5
 DH3860;UTM  13      - 4,655,498.112   507,399.387   MT  0.99960067   +0 03 35.6
 DH3860
 DH3860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3860!SPC WY E     -   0.99977683  x   0.99994303  =   0.99971987
 DH3860!UTM  13      -   0.99977683  x   0.99960067  =   0.99937759
 DH3860
 DH3860                          SUPERSEDED SURVEY CONTROL
 DH3860
 DH3860.No superseded survey control is available for this station.
 DH3860
 DH3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG0739955498(NAD 83)
 DH3860_STAMPING: UNKNOWN
 DH3860'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P042'
 DH3860'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH3860'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3860'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3860'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3860'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH3860'
 DH3860' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0623 ***********************************************************************
 NT0623  DESIGNATION -  WHELAN
 NT0623  PID         -  NT0623
 NT0623  STATE/COUNTY-  WY/LINCOLN
 NT0623  USGS QUAD   -  LA BARGE (1980)
 NT0623
 NT0623                         *CURRENT SURVEY CONTROL
 NT0623  ___________________________________________________________________
 NT0623* NAD 83(1993)-  42 16 02.42871(N)    110 08 19.57227(W)     ADJUSTED  
 NT0623* NAVD 88     -      2237.     (meters)    7339.     (feet)  SCALED    
 NT0623  ___________________________________________________________________
 NT0623  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 NT0623  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 NT0623
 NT0623  HORZ ORDER  -  THIRD
 NT0623
 NT0623.The horizontal coordinates were established by classical geodetic methods
 NT0623.and adjusted by the National Geodetic Survey in January 1997..
 NT0623
 NT0623.The orthometric height was scaled from a topographic map.
 NT0623
 NT0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0623
 NT0623.The geoid height was determined by GEOID03.
 NT0623
 NT0623;                    North         East     Units Scale Factor Converg.
 NT0623;SPC WY W     -   296,272.520   795,426.585   MT  0.99993776   -0 02 14.2
 NT0623;UTM  12      - 4,679,818.565   571,025.950   MT  0.99966207   +0 34 45.4
 NT0623
 NT0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0623!SPC WY W     -   0.99965131  x   0.99993776  =   0.99958910
 NT0623!UTM  12      -   0.99965131  x   0.99966207  =   0.99931350
 NT0623
 NT0623:                Primary Azimuth Mark                     Grid Az
 NT0623:SPC WY W     -  TULSA                                    293 36 15.0
 NT0623:UTM  12      -  TULSA                                    292 59 15.4
 NT0623
 NT0623|---------------------------------------------------------------------|
 NT0623| PID    Reference Object                     Distance      Geod. Az  |
 NT0623|                                                           dddmmss.s |
 NT0623| NT0634 TULSA                               APPROX.16.3 KM 2933400.8 |
 NT0623|---------------------------------------------------------------------|
 NT0623
 NT0623                          SUPERSEDED SURVEY CONTROL
 NT0623
 NT0623  NAD 83(1993)-  42 16 02.42479(N)    110 08 19.57131(W) AD(       ) 3
 NT0623  NAD 83(1986)-  42 16 02.41558(N)    110 08 19.57405(W) AD(       ) 3
 NT0623  NAD 27      -  42 16 02.62743(N)    110 08 17.00273(W) AD(       ) 3
 NT0623
 NT0623.Superseded values are not recommended for survey control.
 NT0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0623.See file dsdata.txt to determine how the superseded data were derived.
 NT0623
 NT0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM7102679819(NAD 83)
 NT0623
 NT0623  HISTORY     - Date     Condition        Report By
 NT0623  HISTORY     - 1934     MONUMENTED       USGS
 NT0623  HISTORY     - 1969     GOOD             USGS
 NT0623
 NT0623                          STATION DESCRIPTION
 NT0623
 NT0623'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 NT0623'RECOVERED AND REDESCRIBED AS FOLLOWS
 NT0623'
 NT0623'TO REACH STATION FROM LA BARGE, TAKE U.S. HIGHWAY 189 N. 0.6 MI. TO
 NT0623'IMPROVED RD. LEADING E. OVER GREEN RIVER.  FOLLOW MAIN RD. SE. AND E.
 NT0623'AND NORTHERLY 3.5 MI. TO RD. FORK, THENCE TAKE RD. TO RIGHT 3.6 MI.
 NT0623'TO TOP OF BENCH AND STATION.  STATION LIES 15 FT. S. OF CENTERLINE
 NT0623'OF RD. ON THE HIGHEST POINT OF BENCH.
 NT0623'
 NT0623'STATION MARK--IN TOP OF CONCRETE POST, STANDARD TABLET, STAMPED
 NT0623'---WHELAN 1934---.
 NT0623'
 NT0623'REFERENCE MARK NO. 1--IN TOP OF CONCRETE POST, STANDARD REFERENCE
 NT0623'MARK TABLET, 41.33 FT. FROM STATION MARK, N 47 DEG 11 MIN E.
 NT0623'
 NT0623'REFERENCE MARK NO. 2--IN TOP OF CONCRETE POST, STANDARD REFERENCE
 NT0623'MARK TABLET, 41.77 FT. FROM STATION MARK, N 51 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0374 ***********************************************************************
 NR0374  DESIGNATION -  WHIMP
 NR0374  PID         -  NR0374
 NR0374  STATE/COUNTY-  WY/CARBON
 NR0374  USGS QUAD   -  FOURMILE POINT (1982)
 NR0374
 NR0374                         *CURRENT SURVEY CONTROL
 NR0374  ___________________________________________________________________
 NR0374* NAD 83(1993)-  42 17 23.15465(N)    106 36 28.59694(W)     ADJUSTED  
 NR0374* NAVD 88     -      2322.1    (meters)    7618.     (feet)  VERTCON   
 NR0374  ___________________________________________________________________
 NR0374  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 NR0374  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 NR0374
 NR0374  HORZ ORDER  -  THIRD
 NR0374
 NR0374.The horizontal coordinates were established by classical geodetic methods
 NR0374.and adjusted by the National Geodetic Survey in January 1997..
 NR0374
 NR0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0374
 NR0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0374
 NR0374.The geoid height was determined by GEOID03.
 NR0374
 NR0374;                    North         East     Units Scale Factor Converg.
 NR0374;SPC WYEC     -   299,016.509   459,822.080   MT  0.99998152   +0 29 17.2
 NR0374;UTM  13      - 4,683,201.136   367,438.114   MT  0.99981622   -1 04 55.6
 NR0374
 NR0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0374!SPC WYEC     -   0.99963791  x   0.99998152  =   0.99961944
 NR0374!UTM  13      -   0.99963791  x   0.99981622  =   0.99945420
 NR0374
 NR0374:                Primary Azimuth Mark                     Grid Az
 NR0374:SPC WYEC     -  CUB                                      012 34 47.3
 NR0374:UTM  13      -  CUB                                      014 09 00.1
 NR0374
 NR0374|---------------------------------------------------------------------|
 NR0374| PID    Reference Object                     Distance      Geod. Az  |
 NR0374|                                                           dddmmss.s |
 NR0374| NR0373 CUB                                 APPROX. 8.3 KM 0130404.5 |
 NR0374|---------------------------------------------------------------------|
 NR0374
 NR0374                          SUPERSEDED SURVEY CONTROL
 NR0374
 NR0374  NAD 83(1986)-  42 17 23.13939(N)    106 36 28.59211(W) AD(       ) 3
 NR0374  NAD 27      -  42 17 23.27735(N)    106 36 26.46854(W) AD(       ) 3
 NR0374  NGVD 29 (09/08/93) 2321.0    (m)         7615.     (f) VERT ANG       
 NR0374
 NR0374.Superseded values are not recommended for survey control.
 NR0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0374.See file dsdata.txt to determine how the superseded data were derived.
 NR0374
 NR0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG6743883201(NAD 83)
 NR0374_MARKER: DS = TRIANGULATION STATION DISK
 NR0374_SETTING: 0 = UNSPECIFIED SETTING
 NR0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0374
 NR0374  HISTORY     - Date     Condition        Report By
 NR0374  HISTORY     - 1948     MONUMENTED       USGS
 NR0374  HISTORY     - 1951     GOOD             USGS
 NR0374
 NR0374                          STATION DESCRIPTION
 NR0374
 NR0374'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0374'RECOVERED IN 1951 AS DESCRIBED BELOW
 NR0374'
 NR0374'FOLLOW COUNTY RD. 10.3 MI. S. OF ALCOVA BRIDGE, OVER THE N. PLATTE
 NR0374'RIVER, TO CROSSROAD, TURN LEFT AND FOLLOW GRADED RD. 10.6 MI. TO OLD
 NR0374'PEDRO SHIRLEY RD., TURN RIGHT (S.) AND GO 5.0 MI. TO FORK IN RD.,
 NR0374'TURN RIGHT (W.) AND TAKE RD. THROUGH FARM YARD 1.5 MI., TURN RIGHT
 NR0374'(SW.) AND GO 1.3 MI., FORD CREEK AND GO 2.3 MI. TO SQUARE OF FENCE
 NR0374'POSTS, TURN S. AND FOLLOW RIDGE 0.5 MI. (S.) TO BOTTOM OF HILL,
 NR0374'TRAVEL UP A SLANTING INCLINE TO TOP OF HILL AND FOLLOW THE RIDGE
 NR0374'EASTWARD 1.6 MI. TO STATION.
 NR0374'
 NR0374'STATION MARK--STANDARD TABLET SET IN TOP OF A CONCRETE POST PROJECTING
 NR0374'6 IN. ABOVE GROUND, STAMPED---WHIMP 1948---.
 NR0374'
 NR0374'REFERENCE MARK NO. 1--49.73 FT. N. OF MAIN TABLET, N 12 DEGREES
 NR0374'41 MINUTES, SW.
 NR0374'
 NR0374'REFERENCE MARK NO. 2--42.55 FT. E. OF MAIN TABLET, N 80 DEGREES
 NR0374'38 MINUTES, NW.
 NR0374'
 NR0374'BOTH REFERENCE MARKS ARE A COPPER NAIL AND WASHER IN TOP OF A CONCRETE
 NR0374'POST BURIED IN THE GROUND.
 NR0374
 NR0374                          STATION RECOVERY (1951)
 NR0374
 NR0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 NR0374'FOLLOW COUNTY RD. 10.3 MI. S. OF ALCOVA BRIDGE OVER THE N. PLATTE
 NR0374'RIVER TO CROSS RD. TURN LEFT AND FOLLOW GRADED RD. 10.6 MI. TO OLD
 NR0374'PEDRO SHIRLEY RD., TURN RIGHT S. AND GO 5.0 MI. TO FORK IN RD. TURN
 NR0374'RIGHT W. AND TAKE RD. THROUGH FARMYARD. 1.5 MI., TURN RIGHT SW. AND GO
 NR0374'1.3 MI., FORD CREEK AND GO 2.3 MI. TO SQUARE OF FENCE POSTS, TURN S.
 NR0374'AND FOLLOW RIDGE 0.5 MI. -S-. OF BOTTOM OF HILL, TRAVEL UP A SLANTING
 NR0374'INCLINE TO TOP OF HILL AND FOLLOW THE RIDGE EASTWARD 1.6 MI. TO
 NR0374'STATION.
 NR0374'
 NR0374'STATION MARK-STANDARD TABLET SET IN TOP OF CONCRETE POST PROJECTING
 NR0374'6 IN. ABOVE GROUND STAMPED ---WHIMP 1948---.
 NR0374'
 NR0374'REFERENCE MARK NO.1 - 49.73 FT. N. OF MAIN TABLET, S 12 DEG 41 MIN W.
 NR0374'
 NR0374'REFERENCE MARK NO.2 - 42.55 FT. E. OF MAIN TABLET, N 80 DEG 38 MIN W.
 NR0374'
 NR0374'BOTH REFERENCE MARKS ARE A COPPER NAIL AND WASHER IN TOP OF A CONCRETE
 NR0374'POST BURIED IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0778 ***********************************************************************
 OX0778  DESIGNATION -  WHISKEY ET
 OX0778  PID         -  OX0778
 OX0778  STATE/COUNTY-  WY/SUBLETTE
 OX0778  USGS QUAD   -  DODGE BUTTE (1966)
 OX0778
 OX0778                         *CURRENT SURVEY CONTROL
 OX0778  ___________________________________________________________________
 OX0778* NAD 83(1993)-  43 14 18.93554(N)    110 06 01.25309(W)     ADJUSTED  
 OX0778* NAVD 88     -      2892.9    (meters)    9491.     (feet)  VERTCON   
 OX0778  ___________________________________________________________________
 OX0778  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 OX0778  GEOID HEIGHT-          -9.51  (meters)                     GEOID03
 OX0778
 OX0778  HORZ ORDER  -  THIRD
 OX0778
 OX0778.The horizontal coordinates were established by classical geodetic methods
 OX0778.and adjusted by the National Geodetic Survey in January 1997..
 OX0778
 OX0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0778
 OX0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 OX0778
 OX0778.The geoid height was determined by GEOID03.
 OX0778
 OX0778;                    North         East     Units Scale Factor Converg.
 OX0778;SPC WY W     -   404,158.789   798,618.068   MT  0.99993752   -0 00 42.0
 OX0778;UTM  12      - 4,787,703.587   573,044.966   MT  0.99966563   +0 36 58.8
 OX0778
 OX0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OX0778!SPC WY W     -   0.99954804  x   0.99993752  =   0.99948559
 OX0778!UTM  12      -   0.99954804  x   0.99966563  =   0.99921382
 OX0778
 OX0778:                Primary Azimuth Mark                     Grid Az
 OX0778:SPC WY W     -  PASS ET                                  253 18 27.5
 OX0778:UTM  12      -  PASS ET                                  252 40 46.7
 OX0778
 OX0778|---------------------------------------------------------------------|
 OX0778| PID    Reference Object                     Distance      Geod. Az  |
 OX0778|                                                           dddmmss.s |
 OX0778| OX0780 PASS ET                             APPROX. 7.9 KM 2531745.5 |
 OX0778|---------------------------------------------------------------------|
 OX0778
 OX0778                          SUPERSEDED SURVEY CONTROL
 OX0778
 OX0778  NAD 83(1993)-  43 14 18.93091(N)    110 06 01.24662(W) AD(       ) 3
 OX0778  NAD 83(1986)-  43 14 18.91657(N)    110 06 01.23856(W) AD(       ) 3
 OX0778  NAD 27      -  43 14 19.13962(N)    110 05 58.62295(W) AD(       ) 3
 OX0778  NGVD 29 (07/19/86) 2891.3    (m)         9486.     (f) VERT ANG       
 OX0778
 OX0778.Superseded values are not recommended for survey control.
 OX0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0778.See file dsdata.txt to determine how the superseded data were derived.
 OX0778
 OX0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN7304587704(NAD 83)
 OX0778_MARKER: DD = SURVEY DISK
 OX0778_SETTING: 0 = UNSPECIFIED SETTING
 OX0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OX0778
 OX0778  HISTORY     - Date     Condition        Report By
 OX0778  HISTORY     - 1966     MONUMENTED       USGS
 OX0778
 OX0778                          STATION DESCRIPTION
 OX0778
 OX0778'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 OX0778'LOCATED IN SUBLETTE COUNTY, WYOMING, ABOUT 16 MI. E. AND 2 MI. N. OF
 OX0778'BONDURANT ON THE S. END OF A PARTLY TIMBERED RIDGE.  THE RIDGE IS ON
 OX0778'THE S. SIDE OF ROCK CREEK.  STATION WAS REACHED BY HELICOPTER.
 OX0778'
 OX0778'STATION MARK - STANDARD USGS ALUMINUM TABLET CEMENTED IN 3 IN. IRON
 OX0778'PIPE SET IN CONCRETE STAMPED, ---WHISKEY ET 1966--- AND PROJECTING
 OX0778'0.1 FT. ABOVE GROUND.
 OX0778'
 OX0778'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0345 ***********************************************************************
 OW0345  DESIGNATION -  WHISKEY MOUNTAIN
 OW0345  PID         -  OW0345
 OW0345  STATE/COUNTY-  WY/FREMONT
 OW0345  USGS QUAD   -  TORREY LAKE (1991)
 OW0345
 OW0345                         *CURRENT SURVEY CONTROL
 OW0345  ___________________________________________________________________
 OW0345* NAD 83(1993)-  43 25 48.80743(N)    109 37 22.00907(W)     ADJUSTED  
 OW0345* NAVD 88     -      3402.0    (meters)   11161.     (feet)  VERTCON   
 OW0345  ___________________________________________________________________
 OW0345  LAPLACE CORR-         -10.65  (seconds)                    DEFLEC99
 OW0345  GEOID HEIGHT-          -7.72  (meters)                     GEOID03
 OW0345
 OW0345  HORZ ORDER  -  THIRD
 OW0345
 OW0345.The horizontal coordinates were established by classical geodetic methods
 OW0345.and adjusted by the National Geodetic Survey in January 1997..
 OW0345
 OW0345.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0345
 OW0345.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0345
 OW0345.The geoid height was determined by GEOID03.
 OW0345
 OW0345;                    North         East     Units Scale Factor Converg.
 OW0345;SPC WYWC     -   325,817.408   529,335.456   MT  0.99999890   -0 36 00.1
 OW0345;SPC WY W     -   425,550.417   837,288.558   MT  0.99995460   +0 18 59.8
 OW0345;UTM  12      - 4,809,513.366   611,469.142   MT  0.99975284   +0 56 48.8
 OW0345
 OW0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0345!SPC WYWC     -   0.99946800  x   0.99999890  =   0.99946690
 OW0345!SPC WY W     -   0.99946800  x   0.99995460  =   0.99942263
 OW0345!UTM  12      -   0.99946800  x   0.99975284  =   0.99922098
 OW0345
 OW0345:                Primary Azimuth Mark                     Grid Az
 OW0345:SPC WYWC     -  CIRCLE                                   141 06 51.9
 OW0345:SPC WY W     -  CIRCLE                                   140 11 52.0
 OW0345:UTM  12      -  CIRCLE                                   139 34 03.0
 OW0345
 OW0345|---------------------------------------------------------------------|
 OW0345| PID    Reference Object                     Distance      Geod. Az  |
 OW0345|                                                           dddmmss.s |
 OW0345| OW0346 CIRCLE                              APPROX. 8.2 KM 1403051.8 |
 OW0345|---------------------------------------------------------------------|
 OW0345
 OW0345                          SUPERSEDED SURVEY CONTROL
 OW0345
 OW0345  NAD 83(1986)-  43 25 48.79577(N)    109 37 21.99933(W) AD(       ) 3
 OW0345  NAD 27      -  43 25 48.97089(N)    109 37 19.44339(W) AD(       ) 3
 OW0345  NGVD 29 (07/19/86) 3400.6    (m)        11157.     (f) VERT ANG       
 OW0345
 OW0345.Superseded values are not recommended for survey control.
 OW0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0345.See file dsdata.txt to determine how the superseded data were derived.
 OW0345
 OW0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP1146909513(NAD 83)
 OW0345
 OW0345  HISTORY     - Date     Condition        Report By
 OW0345  HISTORY     - 1948     MONUMENTED       USGS
 OW0345  HISTORY     - 1968     GOOD             USGS
 OW0345
 OW0345                          STATION DESCRIPTION
 OW0345
 OW0345'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OW0345'DESCRIPTION - LOCATED ABOUT 7.0 MI. AIR S. OF DUBOIS,
 OW0345'ON THE HIGHEST POINT OF WHISKEY MOUNTAIN.  THE STATION IS IN THE
 OW0345'GLACIER PRIMITIVE AREA.
 OW0345'
 OW0345'TO REACH WITH A 4-WHEEL DRIVE VEHICLE FROM DUBOIS POST OFFICE, GO SE.
 OW0345'ON U.S. HIGHWAY 287 FOR 3.7 MI., TURN RIGHT ON RD. TO WHISKEY BASIN
 OW0345'GAME MANAGEMENT UNIT FOR 2.0 MI. TO N. EDGE OF WHISKEY BASIN, TURN
 OW0345'RIGHT THROUGH CATTLEGUARD ON ROSS LAKE JEEP TRAIL FOR ABOUT 6.5 MI.
 OW0345'INTO A LARGE SADDLE AND THE BOUNDARY OF THE GLACIER PRIMITIVE AREA.
 OW0345'LEAVE RD. AND DRIVE PARALLEL TO BOUNDARY ABOUT 1,000 FT. TO ROCKY
 OW0345'AREA. LEAVE VEHICLE AND WALK SE. 1.3 MI. TO TOP OF MOUNTAIN AND
 OW0345'STATION.
 OW0345'
 OW0345'STATION MARK - STANDARD USGS ALUMINUM TABLET CEMENTED IN A SMALL
 OW0345'OUTCROP FLUSH WITH SURFACE OF GROUND STAMPED ---WHISKEY MOUNTAIN
 OW0345'1948---.
 OW0345'
 OW0345'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1135 ***********************************************************************
 MO1135  CBN         -  This is a Cooperative Base Network Control Station.
 MO1135  DESIGNATION -  WHITAKER
 MO1135  PID         -  MO1135
 MO1135  STATE/COUNTY-  WY/LARAMIE
 MO1135  USGS QUAD   -  NIMMO RANCH (1991)
 MO1135
 MO1135                         *CURRENT SURVEY CONTROL
 MO1135  ___________________________________________________________________
 MO1135* NAD 83(1993)-  41 23 55.91880(N)    104 59 40.83313(W)     ADJUSTED  
 MO1135* NAVD 88     -      2042.9    (meters)    6702.     (feet)  GPS OBS   
 MO1135  ___________________________________________________________________
 MO1135  X           -  -1,240,072.575 (meters)                     COMP
 MO1135  Y           -  -4,629,734.659 (meters)                     COMP
 MO1135  Z           -   4,197,094.533 (meters)                     COMP
 MO1135  LAPLACE CORR-         -13.11  (seconds)                    DEFLEC99
 MO1135  ELLIP HEIGHT-        2028.19  (meters)          (09/07/01) GPS OBS
 MO1135  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 MO1135
 MO1135  HORZ ORDER  -  B
 MO1135  ELLP ORDER  -  FOURTH    CLASS I
 MO1135
 MO1135.The horizontal coordinates were established by GPS observations
 MO1135.and adjusted by the National Geodetic Survey in October 1994..
 MO1135
 MO1135.The orthometric height was determined by GPS observations and a
 MO1135.high-resolution geoid model.
 MO1135
 MO1135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO1135
 MO1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1135
 MO1135.The ellipsoidal height was determined by GPS observations
 MO1135.and is referenced to NAD 83.
 MO1135
 MO1135.The geoid height was determined by GEOID03.
 MO1135
 MO1135;                    North         East     Units Scale Factor Converg.
 MO1135;SPC WY E     -    99,829.779   214,381.996   MT  0.99994004   +0 06 49.5
 MO1135;UTM  13      - 4,583,036.560   500,445.057   MT  0.99960000   +0 00 12.7
 MO1135
 MO1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1135!SPC WY E     -   0.99968197  x   0.99994004  =   0.99962203
 MO1135!UTM  13      -   0.99968197  x   0.99960000  =   0.99928210
 MO1135
 MO1135:                Primary Azimuth Mark                     Grid Az
 MO1135:SPC WY E     -  CHUGWATER FAA 3 MICROWAVE TWR            017 45 54.9
 MO1135:UTM  13      -  CHUGWATER FAA 3 MICROWAVE TWR            017 52 31.7
 MO1135
 MO1135|---------------------------------------------------------------------|
 MO1135| PID    Reference Object                     Distance      Geod. Az  |
 MO1135|                                                           dddmmss.s |
 MO1135| MO1163 CHUGWATER FAA 3 MICROWAVE TWR       APPROX.29.6 KM 0175244.4 |
 MO1135| MO1117 AIRWAY BCN 1 18 MI N CHEYENNE       APPROX.10.8 KM 0875728.2 |
 MO1135| CQ4394 WHITAKER RM                          91.040 METERS 09057     |
 MO1135| MO0257 NIMMO                               APPROX. 3.3 KM 0934647.5 |
 MO1135| MO1116 CHEYENNE JCT RIN MICROWAVE TWR      APPROX.10.3 KM 1000624.6 |
 MO1135| MO1123 KIPP S HOUSE CHIMNEY                APPROX.14.1 KM 1625815.3 |
 MO1135| MO1122 RITZKE S WINDMILL                   APPROX.16.4 KM 1651245.4 |
 MO1135| MO1124 HOLLINGSWOOD S BARN                 APPROX.12.8 KM 1754419.4 |
 MO1135| MO1201 TALL NEW HOUSE WEST GABLE           APPROX.15.7 KM 1951000.0 |
 MO1135| MO1245 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.39.5 KM 2483252.3 |
 MO1135| CQ4396 WHITAKER RM 3                        26.048 METERS 27150     |
 MO1135| CQ4395 WHITAKER RM 1                        26.095 METERS 35650     |
 MO1135|---------------------------------------------------------------------|
 MO1135
 MO1135                          SUPERSEDED SURVEY CONTROL
 MO1135
 MO1135  ELLIP H (10/19/94) 2028.22   (m)                       GP(       ) 4 1
 MO1135  NAD 83(1986)-  41 23 55.90165(N)    104 59 40.83097(W) AD(       ) 1
 MO1135  NAD 27      -  41 23 55.98000(N)    104 59 38.92800(W) AD(       ) 1
 MO1135  NGVD 29 (07/19/86) 2041.98   (m)         6699.4    (f) LEVELING    3  
 MO1135
 MO1135.Superseded values are not recommended for survey control.
 MO1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1135.See file dsdata.txt to determine how the superseded data were derived.
 MO1135
 MO1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0044583037(NAD 83)
 MO1135_MARKER: DS = TRIANGULATION STATION DISK
 MO1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1135_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MO1135_STAMPING: WHITAKER 1933
 MO1135_MARK LOGO: CGS   
 MO1135_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO1135+STABILITY: SURFACE MOTION
 MO1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO1135+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 MO1135
 MO1135  HISTORY     - Date     Condition        Report By
 MO1135  HISTORY     - 1912     MONUMENTED       CGS
 MO1135  HISTORY     - 1959     GOOD             CGS
 MO1135  HISTORY     - 1961     GOOD             USGS
 MO1135  HISTORY     - 1963     GOOD             CGS
 MO1135  HISTORY     - 1973     GOOD             NGS
 MO1135  HISTORY     - 1985     GOOD             DMA
 MO1135  HISTORY     - 19930603 GOOD             NGS
 MO1135  HISTORY     - 20030917 GOOD             BLM
 MO1135
 MO1135                          STATION DESCRIPTION
 MO1135
 MO1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 MO1135'ABOUT 18 MILES NORTH AND 8-1/2 MILES WEST OF CHEYENNE AND
 MO1135'3 MILES SOUTH AND 3/4 MILE EAST OF THE D.R. WHITAKER RANCH
 MO1135'BUILDINGS ON HORSE CREEK.  THE STATION IS ON ROLLING PRAIRIE
 MO1135'LAND AT THE HIGHEST POINT OF THE DIVIDE BETWEEN POLE CREEK
 MO1135'AND HORSE CREEK, ABOUT 3/4 MILE NORTHEAST OF THE
 MO1135'CHEYENNE-WHITAKER RANCH ROAD AT THE POINT WHERE THE ROAD PASSES
 MO1135'THE QUARTER SECTION CORNER AND BENCH MARK REFERRED TO BELOW.
 MO1135'THE STATION IS MARKED.
 MO1135'A REFERENCE MARK, IS 1.17
 MO1135'METERS BELOW THE STATION AND 91.038 METERS (298.68 FEET)
 MO1135'DISTANT S 89 DEG 03 MIN E.  THE SOUTHWEST CORNER
 MO1135'POST OF SEC. 33, T. 17 N., R.  68 W., IS 800.12 METERS
 MO1135'(2,625.1 FEET) DISTANT S 45 DEG 37 MIN W.  THE
 MO1135'UNITED STATES GEOLOGICAL SURVEY IRON-PIPE BENCH MARK 6702
 MO1135'DENVER IS 1,110.82 METERS (3,644.4 FEET) DISTANT
 MO1135'S 59 DEG 56 MIN W.  A CAIRN IS 8 METERS FROM THE
 MO1135'STATION ON THE LINE TOWARD RAGGED TOP MOUNTAIN.
 MO1135'LATITUDE OBSERVATIONS WERE MADE AT THIS STATION IN 1913.
 MO1135
 MO1135                          STATION RECOVERY (1959)
 MO1135
 MO1135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MJR)
 MO1135'THE STATION WAS RECOVERED.  A DESCREPANCY OF 50 FEET WAS NOTED
 MO1135'IN THE DISTANCE TO REFERENCE MARK 3.  B.M. DENVER 6702 (USGS)
 MO1135'WAS NOT RECOVERED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 MO1135'
 MO1135'THE STATION IS ABOUT 20 MILES NORTH-NORTHWEST OF CHEYENNE,
 MO1135'ABOUT 6.5 MILES WEST OF U.S. HIGHWAY 87 AND ON THE HIGHEST
 MO1135'POINT OF THE DIVIDE BETWEEN POLE CREEK AND HORSE CREEK.  IT IS
 MO1135'ON PROPERTY OWNED BY THE WHITAKER RANCH.
 MO1135'
 MO1135'TO REACH THE STATION FROM THE CAPITOL BUILDING IN CHEYENNE,
 MO1135'GO NORTHWEST ON CENTRAL AVENUE FOR 0.4 MILE TO PERSHING
 MO1135'BOULEVARD.  TURN LEFT ON PERSHING BOULEVARD AND GO WEST FOR
 MO1135'0.8 MILE TO AN OVERPASS.  TURN RIGHT ONTO INTERSTATE HIGHWAY
 MO1135'25, U.S. HIGHWAY NOS. 85 AND 87 AND GO NORTH FOR 4.9 MILES
 MO1135'TO SECONDARY STATE HIGHWAY 1100.  CONTINUE NORTH ON HIGHWAY
 MO1135'87 FOR 11.3 MILES TO A MICRO-WAVE TOWER ON THE LEFT AND A
 MO1135'SIDE ROAD LEFT, WEST.  TURN LEFT AND GO 1.5 MILES TO A
 MO1135'CROSSROAD.  TURN LEFT AND GO WESTERLY ON THE GRAVELED ROAD FOR
 MO1135'5.0 MILES TO THE STATION ON THE RIGHT, NORTH SIDE OF THE
 MO1135'ROAD.
 MO1135'
 MO1135'THE STATION IS 50 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 MO1135'ROAD AND ON AN EAST-WEST RIDGE.  THE MONUMENT PROJECTS 3
 MO1135'INCHES AND THE DISK IS STAMPED WHITAKER 1933.
 MO1135'THE UNDERGROUND MARK IS A 1/4 INCH BRASS BOLT IN A CONCRETE
 MO1135'BLOCK.
 MO1135'
 MO1135'REFERENCE MARK 1 IS 136 FEET NORTH OF THE CENTERLINE OF THE
 MO1135'GRAVELED ROAD AND 1 FOOT LOWER THAN THE STATION.  THE MONUMENT
 MO1135'PROJECTS 4 INCHES AND THE DISK IS STAMPED WHITAKER NO 1 1933.
 MO1135'
 MO1135'REFERENCE MARK 3 IS 40 FEET NORTH OF THE CENTERLINE OF THE
 MO1135'ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 MO1135'WHITAKER NO 3 1933.
 MO1135
 MO1135                          STATION RECOVERY (1961)
 MO1135
 MO1135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MO1135'RECOVERED.
 MO1135'
 MO1135'STATION MARK--STANDARD USC AND GS DISK, IN CONCRETE FILLED,
 MO1135'GALVANIZED IRON PIPE, 7 IN. IN DIAMETER, SURROUNDED BY MASS OF
 MO1135'CONCRETE, STAMPED ---WHITAKER 1912---.
 MO1135
 MO1135                          STATION RECOVERY (1963)
 MO1135
 MO1135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1135'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 MO1135'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 MO1135'TO REFERENCE MARK NOS. 1 AND 3 WERE VERIFIED.  TRIANGULATION
 MO1135'STATION NIMMO 1952, 2.0 MILES EAST ALONG A GRAVEL ROAD AND
 MO1135'0.05 MILE SOUTH FROM THE STATION WAS USED AS THE AZIMUTH
 MO1135'MARK.  SOME SMALL DISCREPANCIES WERE NOTED IN THE TO REACH
 MO1135'THE STATION.
 MO1135'
 MO1135'A COMPLETE NEW DESCRIPTION FOLLOWS--
 MO1135'
 MO1135'THE STATION IS ABOUT 20 MILES NORTHWEST OF CHEYENNE, 6-1/2
 MO1135'MILE WEST OF U.S. HIGHWAY 87, ON THE WEST SUMMIT OF A DIVIDE
 MO1135'BETWEEN HORSE CREEK AND LODGEPOLE CREEK, ON PROPERTY OWNED
 MO1135'BY MRS. R.G. CALDWELL, OF THE WHITAKER RANCH.
 MO1135'
 MO1135'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S. HIGHWAYS
 MO1135'85 AND 87, ABOUT 7 MILES NORTH OF CHEYENNE, GO NORTH ON HIGHWAY
 MO1135'87 FOR 10.8 MILES TO A MICROWAVE TOWER AND A SIDE ROAD ON
 MO1135'THE LEFT.  TURN LEFT, CROSS A CATTLE GUARD AND GO NORTHWEST ON
 MO1135'OLD HIGHWAY 87 FOR 2.3 MILES TO A CROSSROAD.  TURN LEFT AND
 MO1135'GO WEST ON A GRAVEL ROAD FOR 3.0 MILES TO THE AZIMUTH MARK
 MO1135'ON THE LEFT.  CONTINUE WEST ON THE GRAVEL ROAD FOR 2.0 MILES
 MO1135'TO THE STATION ON THE RIGHT, 0.05 MILE BEFORE REACHING A POINT
 MO1135'WHERE THE GRAVEL ROAD BEARS LEFT.
 MO1135'
 MO1135'STATION MARK IS A STANDARD DISK STAMPED WHITAKER 1933, SET IN
 MO1135'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 49
 MO1135'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.  THE UNDERGROUND
 MO1135'DISK WAS NOT INSPECTED.
 MO1135'
 MO1135'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED WHITAKER NO 1
 MO1135'1933, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 MO1135'IT IS 133 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.
 MO1135'
 MO1135'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED WHITAKER NO 3
 MO1135'1933, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 MO1135'IT IS 37 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.
 MO1135'
 MO1135'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 MO1135
 MO1135                          STATION RECOVERY (1973)
 MO1135
 MO1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 MO1135'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED
 MO1135'IN GOOD CONDITION.  DIRECTIONS TO THE REFERENCE MARKS COMPARED
 MO1135'WITH 1963 OBSERVATIONS.  A SHORTER DISTANCE OF 0.020 METER
 MO1135'TO REFERENCE MARK 1 AND A SHORTER DISTANCE OF 0.018 METER
 MO1135'TO REFERENCE MARK 3 WAS NOTED AND VERIFIED.  TRIANGULATION
 MO1135'STATION NIMMO 1959 WAS USED AS THE AZIMUTH MARK.  IT IS ABOUT
 MO1135'2.0 MILES EAST OF THE STATION, ALONG THE GRAVELED ROAD.  A
 MO1135'COMPLETE AND NEW DESCRIPTION FOLLOWS--
 MO1135'
 MO1135'THE STATION IS LOCATED ABOUT 20 MILES NORTHWEST OF CHEYENNE,
 MO1135'6.5 MILES WEST OF INTERSTATE 25 AND U.S. HIGHWAY 87, 3 MILES
 MO1135'NORTH OF LODGEPOLE CREEK, 2.5 MILES SOUTH OF HORSE CREEK AND
 MO1135'ON PROPERTY OF THE WHITAKER RANCH.
 MO1135'
 MO1135'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 85, 87 AND
 MO1135'INTERSTATE 25, GO NORTH ON INTERSTATE 25 AND U.S. HIGHWAY
 MO1135'87 FOR 12.7 MILES TO WHITAKER ROAD EXIT.  TURN RIGHT AND GO
 MO1135'UP THE RAMP FOR 0.2 MILE TO WHITAKER ROAD.  TURN LEFT ON
 MO1135'WHITAKER ROAD AND GO 0.2 TO A CATTLE GUARD, AT THE END OF
 MO1135'PAVEMENT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 4.5 MILES
 MO1135'TO STATION NIMMO 1959, (USED AS AZIMUTH MARK).  CONTINUE
 MO1135'WEST ON THE GRAVELED ROAD FOR 2.2 MILES TO THE STATION ON
 MO1135'NORTH SIDE OF ROAD AS DESCRIBED.
 MO1135'
 MO1135'STATION MARK IS A STANDARD DISK STAMPED WHITAKER 1933, SET IN
 MO1135'A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 45
 MO1135'FEET NORTH OF THE CENTER OF GRAVELED ROAD.
 MO1135'
 MO1135'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WHITAKER NO 1 1933,
 MO1135'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 MO1135'4 INCHES.  IT IS 119.5 FEET NORTH OF CENTER OF GRAVELED ROAD
 MO1135'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 MO1135'
 MO1135'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WHITAKER NO 3
 MO1135'1933, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 MO1135'PROJECTS 3 INCHES.  IT IS 34 FEET NORTH OF CENTER OF GRAVELED
 MO1135'ROAD AND ABOUT THE SAME ELEVATION AS STATION.
 MO1135'
 MO1135'TRIANGULATION STATION NIMMO 1959 WAS USED AS THE AZIMUTH
 MO1135'MARK.  IT IS 2.2 MILES EAST OF THE STATION AND ABOUT 0.1
 MO1135'SOUTH OF GRAVELED ROAD.
 MO1135'
 MO1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 MO1135'NORTHWEST OF CHEYENNE.
 MO1135
 MO1135                          STATION RECOVERY (1985)
 MO1135
 MO1135'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (RSB)
 MO1135'WHITAKER 1933 FOUND GOOD.
 MO1135'
 MO1135'STATION, REFERENCE NO 1, AND AZIMUTH MARK (NIMO 1952) WERE RECOVERED
 MO1135'AS DESCRIBED.
 MO1135'
 MO1135'REFERENCE MARK NO 3 WAS FOUND IN CONCRETE MONUMENT LYING ALONG ROAD
 MO1135'NEAR DESCRIBED LOCATION.
 MO1135
 MO1135                          STATION RECOVERY (1993)
 MO1135
 MO1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MO1135'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK (NIMMO 1959) WERE
 MO1135'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND DESTROYED,
 MO1135'ONLY A PORTION OF THE POST REMAINS. STATION IS LOCATED ABOUT 33 KM
 MO1135'(20.50 MI) NORTH-NORTHWEST OF CHEYENNE, 10 KM (6.20 MI) WEST OF
 MO1135'INTERSTATE HIGHWAY 25, ALONG A PUBLIC GRAVEL ROAD THROUGH THE WHITAKER
 MO1135'RANCH, 5 KM (3.10 MI) SOUTHEAST OF THE RANCH HEADQUARTERS ON HORSE
 MO1135'CREEK, ON AN EAST-WEST RIDGE THAT RUNS BETWEEN HORSE AND LODGEPOLE
 MO1135'CREEKS.  OWNERSHIP--D. R. WHITAKER RANCH, PHONE 307-632-3778.  CALL IN
 MO1135'ADVANCE. TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 MO1135'HIGHWAY 25 AND WHITAKER ROAD (EXIT 29), ABOUT 30 KM (18.65 MI) NORTH
 MO1135'OF CHEYENNE, GO WEST ON PAVED, THEN GRAVEL ROAD (WHITAKER ROAD) FOR
 MO1135'2.20 KM (1.35 MI) TO A CROSSROAD.  CONTINUE AHEAD FOR 3.67 KM (2.30
 MO1135'MI) TO A DIRT ROAD LEFT.  CONTINUE AHEAD FOR 1.19 KM (0.75 MI) TO THE
 MO1135'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.56 KM (0.35 MI) TO A
 MO1135'CATTLE GUARD AT THE WHITAKER RANCH BOUNDARY.  CONTINUE AHEAD FOR 2.76
 MO1135'KM (1.70 MI) TO THE STATION ON THE RIGHT JUST BEFORE REACHING A ROAD
 MO1135'CURVE LEFT. STATION MARK IS SET IN THE TOP OF A 17-CM ROUND CONCRETE
 MO1135'POST IN A SLEEVE SET IN A 35-CM SQUARE CONCRETE POST PROJECTING 5 CM
 MO1135'ABOVE GROUND.  IT IS 13.2 M (43.3 FT) NORTH OF, AND LEVEL WITH THE
 MO1135'ROAD CENTER, 23.7 M (77.8 FT) WEST-NORTHWEST OF A HIGHWAY CURVE AND
 MO1135'SPEED LIMIT SIGN, AND 26.1 M (85.6 FT) SOUTH-SOUTHEAST OF REFERENCE
 MO1135'MARK 1. UNDERGROUND MARK IS A BOLT SET IN A CONCRETE BLOCK. DESCRIBED
 MO1135'BY G.R.HEID
 MO1135
 MO1135                          STATION RECOVERY (2003)
 MO1135
 MO1135'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2003 (MDL)
 MO1135'MONUMENT RECOVERED AS DESCRIBED BUT RM NUMBER 3 HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0477 ***********************************************************************
 MQ0477  DESIGNATION -  WHITE
 MQ0477  PID         -  MQ0477
 MQ0477  STATE/COUNTY-  WY/SWEETWATER
 MQ0477  USGS QUAD   -  WHITE ROCKS (1968)
 MQ0477
 MQ0477                         *CURRENT SURVEY CONTROL
 MQ0477  ___________________________________________________________________
 MQ0477* NAD 83(1993)-  41 57 51.87712(N)    109 15 27.39298(W)     ADJUSTED  
 MQ0477* NAVD 88     -      2268.2    (meters)    7442.     (feet)  VERTCON   
 MQ0477  ___________________________________________________________________
 MQ0477  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 MQ0477  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 MQ0477
 MQ0477  HORZ ORDER  -  THIRD
 MQ0477
 MQ0477.The horizontal coordinates were established by classical geodetic methods
 MQ0477.and adjusted by the National Geodetic Survey in January 1997..
 MQ0477
 MQ0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0477
 MQ0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0477
 MQ0477.The geoid height was determined by GEOID03.
 MQ0477
 MQ0477;                    North         East     Units Scale Factor Converg.
 MQ0477;SPC WYWC     -   162,749.546   557,923.339   MT  0.99995928   -0 20 21.9
 MQ0477;UTM  12      - 4,647,292.979   644,383.440   MT  0.99985652   +1 09 55.0
 MQ0477
 MQ0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0477!SPC WYWC     -   0.99964658  x   0.99995928  =   0.99960588
 MQ0477!UTM  12      -   0.99964658  x   0.99985652  =   0.99950315
 MQ0477
 MQ0477:                Primary Azimuth Mark                     Grid Az
 MQ0477:SPC WYWC     -  ESSEX                                    049 39 59.1
 MQ0477:UTM  12      -  ESSEX                                    048 09 42.2
 MQ0477
 MQ0477|---------------------------------------------------------------------|
 MQ0477| PID    Reference Object                     Distance      Geod. Az  |
 MQ0477|                                                           dddmmss.s |
 MQ0477| NS0292 ESSEX                               APPROX.15.5 KM 0491937.2 |
 MQ0477|---------------------------------------------------------------------|
 MQ0477
 MQ0477                          SUPERSEDED SURVEY CONTROL
 MQ0477
 MQ0477  NAD 83(1986)-  41 57 51.86195(N)    109 15 27.38568(W) AD(       ) 3
 MQ0477  NAD 27      -  41 57 52.00035(N)    109 15 24.92878(W) AD(       ) 3
 MQ0477  NGVD 29 (07/19/86) 2266.9    (m)         7437.     (f) VERT ANG       
 MQ0477
 MQ0477.Superseded values are not recommended for survey control.
 MQ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0477.See file dsdata.txt to determine how the superseded data were derived.
 MQ0477
 MQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM4438347293(NAD 83)
 MQ0477_MARKER: A = ALUMINUM MARKER
 MQ0477_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MQ0477_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MQ0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MQ0477
 MQ0477  HISTORY     - Date     Condition        Report By
 MQ0477  HISTORY     - 1957     MONUMENTED       USGS
 MQ0477
 MQ0477                          STATION DESCRIPTION
 MQ0477
 MQ0477'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 MQ0477'STATION IS LOCATED IN AIRLINE MI. APPROX. 26 MI. N. OF ROCK SPRINGS,
 MQ0477'18 MI. NWN. OF SUPERIOR AND 3 MI. W. OF PROMINIENT LAND MARK KNOWN AS
 MQ0477'---BOARS TUSK--- ON THE NE. END OF WHITE MOUNTAIN IN SEC. 24 T.23 N.,
 MQ0477'R.105 W. STATION SITE IS 700 FT. E. OF A RD. REACHED BY HELICOPTER.
 MQ0477'
 MQ0477'STATION MARK - STANDARD ALUMINUM TABLET SET IN 3/4 IRON PIPE
 MQ0477'PROJECTING 0.2 FT. ABOVE GROUND.  STAMPED ---WHITE 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0425 ***********************************************************************
 NR0425  DESIGNATION -  WHITE
 NR0425  PID         -  NR0425
 NR0425  STATE/COUNTY-  WY/NATRONA
 NR0425  USGS QUAD   -  ERVAY BASIN (1986)
 NR0425
 NR0425                         *CURRENT SURVEY CONTROL
 NR0425  ___________________________________________________________________
 NR0425* NAD 83(1993)-  42 59 06.29104(N)    107 23 48.36069(W)     ADJUSTED  
 NR0425* NAVD 88     -      2014.7    (meters)    6610.     (feet)  VERTCON   
 NR0425  ___________________________________________________________________
 NR0425  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 NR0425  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 NR0425
 NR0425  HORZ ORDER  -  THIRD
 NR0425
 NR0425.The horizontal coordinates were established by classical geodetic methods
 NR0425.and adjusted by the National Geodetic Survey in January 1997..
 NR0425
 NR0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0425
 NR0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0425
 NR0425.The geoid height was determined by GEOID03.
 NR0425
 NR0425;                    North         East     Units Scale Factor Converg.
 NR0425;SPC WYEC     -   375,998.427   394,826.641   MT  0.99993783   -0 02 35.7
 NR0425;UTM  13      - 4,761,945.515   304,592.125   MT  1.00006977   -1 38 04.7
 NR0425
 NR0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0425!SPC WYEC     -   0.99968624  x   0.99993783  =   0.99962409
 NR0425!UTM  13      -   0.99968624  x   1.00006977  =   0.99975599
 NR0425
 NR0425:                Primary Azimuth Mark                     Grid Az
 NR0425:SPC WYEC     -  DEER                                     227 23 41.1
 NR0425:UTM  13      -  DEER                                     228 59 10.1
 NR0425
 NR0425|---------------------------------------------------------------------|
 NR0425| PID    Reference Object                     Distance      Geod. Az  |
 NR0425|                                                           dddmmss.s |
 NR0425| NR0426 DEER                                APPROX. 6.7 KM 2272105.4 |
 NR0425|---------------------------------------------------------------------|
 NR0425
 NR0425                          SUPERSEDED SURVEY CONTROL
 NR0425
 NR0425  NAD 83(1986)-  42 59 06.28549(N)    107 23 48.36166(W) AD(       ) 3
 NR0425  NAD 27      -  42 59 06.44950(N)    107 23 46.13020(W) AD(       ) 3
 NR0425  NGVD 29 (07/19/86) 2013.6    (m)         6606.     (f) VERT ANG       
 NR0425
 NR0425.Superseded values are not recommended for survey control.
 NR0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0425.See file dsdata.txt to determine how the superseded data were derived.
 NR0425
 NR0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH0459261946(NAD 83)
 NR0425
 NR0425  HISTORY     - Date     Condition        Report By
 NR0425  HISTORY     - 1950     MONUMENTED       USGS
 NR0425  HISTORY     - 1957     GOOD             USGS
 NR0425
 NR0425                          STATION DESCRIPTION
 NR0425
 NR0425'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (PHJ)
 NR0425'RECOVERED IN GOOD CONDITION.
 NR0425'
 NR0425'STATION IS LOCATED ABOUT 6.0 MI. SW. OF WALTMAN AND ABOUT 5.0 MI.
 NR0425'SW. OF HILAND.  IT IS LOCATED ON THE EDGE OF A RIM.  SLOPES OF THE
 NR0425'RIM ARE WHITE, HAVING DEPOSITS OF ALKALI AND SANDSTONE IN SW. 1/4
 NR0425'SEC. 21, T 35 N, R 88 W.
 NR0425'
 NR0425'TO REACH STATION FROM HARTS STORE AT WALTMAN, GO S. ON WELL-TRAVELED,
 NR0425'GRADED RD. FOR 1.3 MI. TO Y-RD., TAKE RIGHT HAND FORK AND CONTINUE
 NR0425'SW. 8.85 MI. TO T-RD. AND CATTLEGUARD, TURN RIGHT (NW.) AND ON DIRT
 NR0425'TRACK RD., FOLLOW FENCE FOR 0.15 MI. TO T-RD., TURN LEFT (W.) AND
 NR0425'CONTINUE ON BULLDOZED RD. (WHICH CAN BE SEEN FOR SOME DISTANCE) 1.0
 NR0425'MI., CONTINUE STRAIGHT AHEAD (W.) FOR 0.5 MI. TO CROSSROAD, CONTINUE
 NR0425'STRAIGHT AHEAD (W.) 1.3 MI. TO CROSSROADS, CONTINUE STRAIGHT AHEAD
 NR0425'(W.) 0.1 MI. TO CROSSROADS, CONTINUE STRAIGHT AHEAD (W.) 0.4 MI. TO
 NR0425'Y-RD., CONTINUE STRAIGHT AHEAD (W.) 0.05 MI. TO CROSSROADS, TURN
 NR0425'LEFT (S.) AND CONTINUE 0.25 MI. TO Y-RD., STATION IS 106 FT. E. OF
 NR0425'Y-RD. AND ON EDGE OF RIM.
 NR0425'
 NR0425'STATION MARK--STANDARD TABLET IN CONCRETE POST, PROJECTING 0.5 FT.
 NR0425'ABOVE GROUND, AND STAMPED ---WR-WHITE 1950 VABM 6606---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0279 ***********************************************************************
 OW0279  DESIGNATION -  WHITE
 OW0279  PID         -  OW0279
 OW0279  STATE/COUNTY-  WY/FREMONT
 OW0279  USGS QUAD   -  HARRIS BRIDGE (1958)
 OW0279
 OW0279                         *CURRENT SURVEY CONTROL
 OW0279  ___________________________________________________________________
 OW0279* NAD 83(1993)-  43 15 31.83666(N)    108 33 12.63180(W)     ADJUSTED  
 OW0279* NAVD 88     -      1636.83   (+/-2cm)    5370.2    (feet)  VERTCON   
 OW0279  ___________________________________________________________________
 OW0279  LAPLACE CORR-          -9.51  (seconds)                    DEFLEC99
 OW0279  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 OW0279
 OW0279  HORZ ORDER  -  SECOND
 OW0279  VERT ORDER  -  THIRD ? (See Below)
 OW0279
 OW0279.The horizontal coordinates were established by classical geodetic methods
 OW0279.and adjusted by the National Geodetic Survey in January 1997..
 OW0279
 OW0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0279.The vertical order pertains to the NGVD 29 superseded value.
 OW0279
 OW0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0279
 OW0279.The geoid height was determined by GEOID03.
 OW0279
 OW0279;                    North         East     Units Scale Factor Converg.
 OW0279;SPC WYWC     -   306,427.015   615,953.665   MT  0.99994063   +0 08 04.8
 OW0279;UTM  12      - 4,792,465.800   698,574.127   MT  1.00008508   +1 40 37.6
 OW0279
 OW0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0279!SPC WYWC     -   0.99974548  x   0.99994063  =   0.99968613
 OW0279!UTM  12      -   0.99974548  x   1.00008508  =   0.99983054
 OW0279
 OW0279:                Primary Azimuth Mark                     Grid Az
 OW0279:SPC WYWC     -  WHITE AZ MK                              009 51 33.1
 OW0279:UTM  12      -  WHITE AZ MK                              008 19 00.3
 OW0279
 OW0279|---------------------------------------------------------------------|
 OW0279| PID    Reference Object                     Distance      Geod. Az  |
 OW0279|                                                           dddmmss.s |
 OW0279| CP6020 WHITE AZ MK                                        0095937.9 |
 OW0279| CP6021 WHITE RM 1                           10.750 METERS 02638     |
 OW0279| OW0407 FIVE MILE                           APPROX. 5.4 KM 1104003.3 |
 OW0279| CP6022 WHITE RM 2                           11.460 METERS 28943     |
 OW0279|---------------------------------------------------------------------|
 OW0279
 OW0279                          SUPERSEDED SURVEY CONTROL
 OW0279
 OW0279  NAD 83(1986)-  43 15 31.82370(N)    108 33 12.63939(W) AD(       ) 2
 OW0279  NAD 27      -  43 15 31.97400(N)    108 33 10.23700(W) AD(       ) 2
 OW0279  NGVD 29 (07/19/86) 1635.82   (m)         5366.9    (f) LEVELING    3  
 OW0279
 OW0279.Superseded values are not recommended for survey control.
 OW0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0279.See file dsdata.txt to determine how the superseded data were derived.
 OW0279
 OW0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9857492466(NAD 83)
 OW0279_MARKER: DS = TRIANGULATION STATION DISK
 OW0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0279
 OW0279  HISTORY     - Date     Condition        Report By
 OW0279  HISTORY     - 1936     MONUMENTED       CGS
 OW0279  HISTORY     - 1948     GOOD             USGS
 OW0279  HISTORY     - 1963     GOOD             CGS
 OW0279
 OW0279                          STATION DESCRIPTION
 OW0279
 OW0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0279'ABOUT 19 MILES NORTHWEST OF RIVERTON, ABOUT 8 MILES EAST-NORTHEAST
 OW0279'OF PAVILLION, ON LOW FLAT-TOPPED MESA LYING ON DIVIDE ABOUT 1
 OW0279'MILE NORTH OF FIVE-MILE OR MAVERICK CREEK, AND ABOUT 1/2 MILE
 OW0279'SOUTH OF EAST-WEST ROAD.  MAIN DIVIDE BETWEEN BIG MUDDY AND
 OW0279'MAVERICK CREEKS IS ABOUT 1-1/2 MILES NORTH OF AND A FEW FEET
 OW0279'HIGHER THAN STATION.  TO REACH FROM TRANSFORMER STATION AT END
 OW0279'OF PAVEMENT IN PAVILLION, GO 6.2 MILES ON MAVERICK SPRINGS
 OW0279'ROAD.  TAKE RIGHT FORK (NORTH) AND GO 1.1 MILES TO BRIDGE.
 OW0279'CONTINUE NORTH 0.1 MILE, TURN RIGHT OFF GRADED ROAD AND GO
 OW0279'EAST ON TRACK ROAD THAT CROSSES SIDE WASH, BEAR SOUTH AROUND
 OW0279'HILLS, THEN EAST IN STRAIGHT LINE OVER HILLS AND ALONG
 OW0279'RIDGE, 7.4 MILES TO LONE BUTTE ON RIGHT.  FROM LONE BUTTE
 OW0279'CONTINUE EAST ON ROAD 3.4 MILES.  TURN RIGHT AND GO ACROSS
 OW0279'COUNTRY 0.6 MILE TO TOP OF LOW FLAT MESA AND STATION.
 OW0279'STATION MARK IS STANDARD DISK IN CONCRETE.
 OW0279'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS IN
 OW0279'CONCRETE.  NO. 1 IS 10.750 METERS (35.27 FEET)
 OW0279'NORTH OF STATION N 26 DEG 38 MIN E.  NO.  2 IS 11.460
 OW0279'METERS (37.60 FEET) WEST N 70 DEG 17 MIN W
 OW0279'DISTANCE BETWEEN REFERENCE MARKS IS 16.630 METERS (54.56
 OW0279'FEET).  AZIMUTH MARK ON SOUTH SIDE OF ROAD AT POINT WHERE ONE
 OW0279'LEAVES ROAD TO DRIVE ACROSS COUNTRY TO STATION, AND IS APPROXIMATELY
 OW0279'0.5 MILE NORTH FROM STATION N 10 DEG 00 MIN E.
 OW0279
 OW0279                          STATION RECOVERY (1948)
 OW0279
 OW0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 OW0279'STATION MARK--STANDARD DISK IN CONCRETE.
 OW0279
 OW0279                          STATION RECOVERY (1963)
 OW0279
 OW0279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LBO)
 OW0279'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND FOUND
 OW0279'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR.  IT COULD NOT
 OW0279'BE LOCATED NOR ANY EVIDENCE WAS FOUND OF THE MONUMENT.  THE STATION
 OW0279'IS ABOUT 1 MILE N AND ABOUT 6-3/4 MILES E OF PAVILLION, ON THE N
 OW0279'SIDE OF AN E-W ROAD IN RANGE LAND.
 OW0279'
 OW0279'TO REACH FROM POST OFFICE IN RIVERTON, GO NW ON US HIGHWAY 26 FOR
 OW0279'17.6 MILES TO A SIDE ROAD RIGHT, AT KINNEAR, TURN RIGHT AND GO N
 OW0279'ON A SURFACED ROAD FOR 6.65 MILES TO A SIDE ROAD RIGHT AND A POWER
 OW0279'TRANSFORMER STATION IN THE SE ANGLE, TURN RIGHT AND GO E THROUGH
 OW0279'THE VILLAGE OF PAVILLION FOR 2.0 MILES TO CROSS ROAD, TURN LEFT
 OW0279'AND GO N FOR 1.0 MILE, THENCE GOE, POWER LINE ON EITHER SIDE OF
 OW0279'ROAD, AND FOLLOW THIS ROAD E, S AND E FOR 2.5 MILES TO A
 OW0279'T-INTERSECTION, TURN LEFT AND GO N FOR 0.25 MILE, TURN RIGHT
 OW0279'AND GO E, POWER LINE ON EITHER SIDE OF ROAD, FOR 2.7 MILES TO A
 OW0279'CROSS ROAD, CONTINUE E, AHEAD, FOR 0.3 MILE TO TOP OF GRADE AND
 OW0279'STATION ON THE LEFT, N SIDE OF THE ROAD.  THE STATION IS 77 PACES
 OW0279'N OF THE CENTER OF THE ROAD AND 74 PACES N-NW OF A POWER POLE WITH A
 OW0279'TRIANGULAR BLAZE.  TRUCK CAN BE DRIVEN TO THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0543 ***********************************************************************
 PV0543  DESIGNATION -  WHITE
 PV0543  PID         -  PV0543
 PV0543  STATE/COUNTY-  WY/CAMPBELL
 PV0543  USGS QUAD   -  OLIVER DRAW (1972)
 PV0543
 PV0543                         *CURRENT SURVEY CONTROL
 PV0543  ___________________________________________________________________
 PV0543* NAD 83(1993)-  44 43 46.03204(N)    105 25 52.71687(W)     ADJUSTED  
 PV0543* NAVD 88     -      1332.8    (meters)    4373.     (feet)  VERTCON   
 PV0543  ___________________________________________________________________
 PV0543  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 PV0543  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 PV0543
 PV0543  HORZ ORDER  -  SECOND
 PV0543
 PV0543.The horizontal coordinates were established by classical geodetic methods
 PV0543.and adjusted by the National Geodetic Survey in January 1997..
 PV0543
 PV0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0543
 PV0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0543
 PV0543.The geoid height was determined by GEOID03.
 PV0543
 PV0543;                    North         East     Units Scale Factor Converg.
 PV0543;SPC WY E     -   469,834.718   179,037.037   MT  0.99994290   -0 11 10.5
 PV0543;UTM  13      - 4,952,987.280   465,846.557   MT  0.99961434   -0 18 12.8
 PV0543
 PV0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0543!SPC WY E     -   0.99979334  x   0.99994290  =   0.99973625
 PV0543!UTM  13      -   0.99979334  x   0.99961434  =   0.99940776
 PV0543
 PV0543|---------------------------------------------------------------------|
 PV0543| PID    Reference Object                     Distance      Geod. Az  |
 PV0543|                                                           dddmmss.s |
 PV0543| CQ4398 WHITE RM 1                            9.600 METERS 07145     |
 PV0543| CQ4397 WHITE AZ MK                                        1870136.8 |
 PV0543| CQ4399 WHITE RM 2                           13.160 METERS 32253     |
 PV0543|---------------------------------------------------------------------|
 PV0543
 PV0543                          SUPERSEDED SURVEY CONTROL
 PV0543
 PV0543  NAD 83(1986)-  44 43 46.01277(N)    105 25 52.69499(W) AD(       ) 2
 PV0543  NAD 27      -  44 43 46.07400(N)    105 25 50.70800(W) AD(       ) 2
 PV0543  NGVD 29 (07/19/86) 1332.2    (m)         4371.     (f) VERT ANG       
 PV0543
 PV0543.Superseded values are not recommended for survey control.
 PV0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0543.See file dsdata.txt to determine how the superseded data were derived.
 PV0543
 PV0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK6584752987(NAD 83)
 PV0543_MARKER: P = PIPE CAP
 PV0543_SETTING: 0 = UNSPECIFIED SETTING
 PV0543
 PV0543  HISTORY     - Date     Condition        Report By
 PV0543  HISTORY     - 1949     MONUMENTED       CGS
 PV0543  HISTORY     - 1963     GOOD             USFS
 PV0543  HISTORY     - 1966     GOOD             CGS
 PV0543
 PV0543                          STATION DESCRIPTION
 PV0543
 PV0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (VRS)
 PV0543'STATION IS LOCATED ON LAND OWNED BY PAUL DEWEY, ABOUT 30 MILES
 PV0543'NORTH OF GILLETTE, ABOUT 18 MILES SOUTH OF THE MONTANA-WYOMING
 PV0543'STATE LINE, ON THE EAST EDGE OF A HIGH, PROMINENT RIDGE.
 PV0543'
 PV0543'TO REACH FROM THE MAIN INTERSECTION IN GILLETTE, GO WEST
 PV0543'AND NORTHWEST ON U.S. HIGHWAY 14 AND 16 FOR 12.6 MILES TO A SIGN
 PV0543'(JOHN COOK, E. JASPER) AND A SIDE ROAD RIGHT.  TURN RIGHT ON
 PV0543'GRADED DIRT ROAD AND GO 2.55 MILES TO A FORK.  BEAR LEFT AND
 PV0543'GO 17.2 MILES TO A T-ROAD.  TURN LEFT AND GO 3.2 MILES TO A
 PV0543'TRACK ROAD RIGHT.  TURN RIGHT AND GO 0.5 MILE TO A RANCH HOUSE
 PV0543'ON LEFT.  CONTINUE EAST ON TRACK ROAD FOR 2.2 MILES, PASSING
 PV0543'THROUGH FOUR GATES TO ANOTHER GATE.  PASS THROUGH GATE AND GO
 PV0543'NORTHEAST ACROSS COUNTRY FOR 0.5 MILE TO GATE IN FENCE LINE.
 PV0543'PASS THROUGH GATE AND FOLLOW DIM TRACKS EAST FOR 0.7 MILE TO
 PV0543'FENCE.  CROSS FENCE AND GO 0.2 MILE TO TWO GATES.  PASS
 PV0543'THROUGH GATES AND FOLLOW THE MAIN RIDGE EAST FOR 1.2 MILES TO
 PV0543'EAST EDGE OF RIDGE AND STATION.
 PV0543'
 PV0543'TO REACH AZIMUTH MARK FROM STATION, PACK SOUTH DOWN RIDGE FOR
 PV0543'0.6 MILE TO WIRE FENCE.  CROSS FENCE AND FOLLOW NORTH-SOUTH
 PV0543'FENCE LINE FOR 0.65 MILE TO FENCE CORNER AND AZIMUTH MARK.
 PV0543'
 PV0543'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 4-INCH
 PV0543'SOIL PIPE PROJECTING 5 INCHES, AND IS STAMPED WHITE 1949.
 PV0543'
 PV0543'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PV0543'4-INCH SOIL PIPE PROJECTING 6 INCHES, AND IS STAMPED WHITE NO
 PV0543'1 1949.
 PV0543'
 PV0543'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 PV0543'A 4-INCH SOIL PIPE PROJECTING 4 INCHES, AND IS STAMPED WHITE
 PV0543'NO 2 1949.
 PV0543'
 PV0543'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10-INCH
 PV0543'CONCRETE POST PROJECTING 6 INCHES.  IT IS 10 FEET SOUTHEAST
 PV0543'OF FENCE CORNER, 3 FEET EAST OF A WITNESS POST, AND IS STAMPED
 PV0543'WHITE 1949.
 PV0543
 PV0543                          STATION RECOVERY (1963)
 PV0543
 PV0543'RECOVERY NOTE BY US FOREST SERVICE 1963 (AWH)
 PV0543'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 PV0543
 PV0543                          STATION RECOVERY (1966)
 PV0543
 PV0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 PV0543'THE STATION MARK, REFERENCE MARK NUMBER 2 WERE RECOVERED AND
 PV0543'FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 HAS BEEN
 PV0543'DESTROYED.  THE AZIMUTH MARK WAS NOT LOCATED AT THIS DATE.  A
 PV0543'NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 PV0543'
 PV0543'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO NORTH
 PV0543'ON GILLETTE AVENUE FOR 0.1 MILE TO U.S. HIGHWAY 14 AND 16.
 PV0543'TURN LEFT AND GO WEST AND NORTH ON U.S. HIGHWAY 14 AND 16 FOR
 PV0543'12.6 MILES TO A SIGN (JOHN COOK E. JASPER) AND A SIDE ROAD
 PV0543'RIGHT.  TURN RIGHT AND GO NORTH ON THE MAIN GRAVEL ROAD FOR 2.55
 PV0543'MILES TO A FORK.  TAKE THE LEFT FORK AND GO NORTH ON THE MAIN
 PV0543'ROAD FOR 17.2 MILES TO A T-ROAD.  TURN LEFT AND GO
 PV0543'NORTH-NORTHWEST ON THE MAIN ROAD FOR 2.9 MILES TO A SIDE ROAD
 PV0543'RIGHT (LEADING INTO RANCH HOUSE).  TURN RIGHT AND GO EAST FOR
 PV0543'0.4 MILE TO A GATE AND RANCH HOUSE, PASS THROUGH THE GATE
 PV0543'AND GO EAST (THROUGH THE RANCH YARD) FOR 0.1 MILE TO A GATE ON
 PV0543'THE LEFT, PASS THROUGH THE GATE AND GO EAST ON MAIN ROAD
 PV0543'FOR 0.35 MILE TO A GATE, PASS THROUGH THE GATE AND GO
 PV0543'EAST FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 PV0543'EAST FOR 0.8 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 PV0543'EASTERLY FOR 0.2 MILE TO A GATE, PASS THROUGH THE GATE AND
 PV0543'GO EAST FOR 0.45 MILE TO A GATE, PASS THROUGH THE GATE
 PV0543'AND GO EAST ALONG THE NORTH SIDE OF A FIELD FOR 0.45 MILE
 PV0543'TO A GATE ON THE LEFT.  PASS THROUGH THE GATE AND GO
 PV0543'NORTHEAST FOR 0.1 MILE TO THE TOP OF THE RIDGE.  TURN RIGHT
 PV0543'AND GO EASTERLY ON TRACK ROAD FOR 0.2 MILE TO A GATE, PASS
 PV0543'THROUGH THE GATE AND GO EAST FOR 0.35 MILE TO A GATE ON THE
 PV0543'RIGHT, PASS THROUGH THE GATE AND GO EASTERLY FOR 0.2 MILE TO A
 PV0543'GATE, PASS THROUGH THE GATE AND GO NORTHEAST FOR 0.15 MILE TO
 PV0543'A FORK, TAKE THE RIGHT AND GO EAST ON DIM TRACK ROAD FOR 1.05
 PV0543'MILES TO THE END OF THE RIDGE AND THE STATION.
 PV0543'
 PV0543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--35.0 MILES
 PV0543'NORTH-NORTHEAST OF GILLETTE, ABOUT 1.5 MILES WEST OF THE LITTLE
 PV0543'POWDER RIVER AND ABOUT 12.0 MILES SOUTH OF THE MONTANA STATE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0505 ***********************************************************************
 PX0505  DESIGNATION -  WHITE
 PX0505  PID         -  PX0505
 PX0505  STATE/COUNTY-  WY/PARK
 PX0505  USGS QUAD   -  NORTH BENNETT CREEK (1991)
 PX0505
 PX0505                         *CURRENT SURVEY CONTROL
 PX0505  ___________________________________________________________________
 PX0505* NAD 83(1993)-  44 58 39.82355(N)    109 22 03.51169(W)     ADJUSTED  
 PX0505* NAVD 88     -      3211.4    (meters)   10536.     (feet)  VERTCON   
 PX0505  ___________________________________________________________________
 PX0505  LAPLACE CORR-         -30.52  (seconds)                    DEFLEC99
 PX0505  GEOID HEIGHT-          -9.55  (meters)                     GEOID03
 PX0505
 PX0505  HORZ ORDER  -  THIRD
 PX0505
 PX0505.The horizontal coordinates were established by classical geodetic methods
 PX0505.and adjusted by the National Geodetic Survey in January 1997..
 PX0505
 PX0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0505
 PX0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0505
 PX0505.The geoid height was determined by GEOID03.
 PX0505
 PX0505;                    North         East     Units Scale Factor Converg.
 PX0505;SPC WYWC     -   497,575.098   551,285.053   MT  0.99996667   -0 26 11.7
 PX0505;SPC MT       -    80,898.148   610,440.176   MT  1.00001344   +0 05 48.6
 PX0505;SPC MT       -   265,413.87  2,002,756.48   iFT  1.00001344   +0 05 48.6
 PX0505;UTM  12      - 4,981,772.434   628,704.641   MT  0.99980369   +1 09 14.3
 PX0505
 PX0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0505!SPC WYWC     -   0.99949824  x   0.99996667  =   0.99946492
 PX0505!SPC MT       -   0.99949824  x   1.00001344  =   0.99951167
 PX0505!UTM  12      -   0.99949824  x   0.99980369  =   0.99930202
 PX0505
 PX0505:                Primary Azimuth Mark                     Grid Az
 PX0505:SPC WYWC     -  WYMONT                                   288 30 50.1
 PX0505:SPC MT       -  WYMONT                                   287 58 49.8
 PX0505:UTM  12      -  WYMONT                                   286 55 24.1
 PX0505
 PX0505|---------------------------------------------------------------------|
 PX0505| PID    Reference Object                     Distance      Geod. Az  |
 PX0505|                                                           dddmmss.s |
 PX0505| PX0506 WYMONT                              APPROX. 4.3 KM 2880438.4 |
 PX0505|---------------------------------------------------------------------|
 PX0505
 PX0505                          SUPERSEDED SURVEY CONTROL
 PX0505
 PX0505  NAD 83(1993)-  44 58 39.81757(N)    109 22 03.48798(W) AD(       ) 3
 PX0505  NAD 83(1986)-  44 58 39.81249(N)    109 22 03.47682(W) AD(       ) 3
 PX0505  NGVD 29 (09/11/89) 3210.0    (m)        10531.     (f) VERT ANG       
 PX0505
 PX0505.Superseded values are not recommended for survey control.
 PX0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0505.See file dsdata.txt to determine how the superseded data were derived.
 PX0505
 PX0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2870581772(NAD 83)
 PX0505_MARKER: DS = TRIANGULATION STATION DISK
 PX0505_SETTING: 0 = UNSPECIFIED SETTING
 PX0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0505
 PX0505  HISTORY     - Date     Condition        Report By
 PX0505  HISTORY     - 1947     MONUMENTED       USGS
 PX0505
 PX0505                          STATION DESCRIPTION
 PX0505
 PX0505'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0505'LOCATED 0.4 MI. NE. AND 3.2 MI. W. OF SEC. COR. 28,33,27,34, T.58 N.,
 PX0505'R.103 W., ON THE S. END OF A BLACK PORPHYRY DYKE ON THE DIVIDE BETWEEN
 PX0505'LINE CREEK AND AT THE HEAD OF THE WATER SHED INTO BENNETT CREEK, ABOUT
 PX0505'10 MI. W. AND 4 MI. N. OF LINDQUIST BROTHERS STORE AT CLARK, WYOMING.
 PX0505'
 PX0505'TO REACH FROM THE POST OFFICE AT RED LODGE, MONTANA FOLLOW THE COOKE
 PX0505'CITY HIGHWAY TOWARD COOKE CITY, MONTANA FOR ABOUT 29 MI. TO A POINT
 PX0505'2 MI. SW. OF THE STATE LINE MARKER ON THE HIGHWAY, LEAVE TRUCK AT THIS
 PX0505'POINT AND FOLLOW AROUND THE HEAD OF WYOMING CREEK VIA HORSEBACK,
 PX0505'CLIMBING TO THE TOP OF A ROCKY RIDGE S. OF LINE CREEK FOLLOW ALONG
 PX0505'RIDGE ABOUT 4 MI. TO FOOT OF PROMINIENT BLACK PORPHYRY DYKE, LEAVE
 PX0505'HORSES AT FOOT OF DYKE AND CLIMB TO HIGHEST POINT ON DYKE NEAR THE S.
 PX0505'END.  STATION IS LOCATED ON VERY TOP OF THE POINT.  A SHALLOW SADDLE
 PX0505'IS ABOUT 50 FT. TO N., AND A TOP ALMOST AS HIGH AS THE STATION
 PX0505'IS ABOUT 125 FT. TO N.
 PX0505'
 PX0505'STATION MARK - STANDARD STATION TABLET STAMPED---WHITE 1947 VABM
 PX0505'10533--- CEMENTED IN PORPHYRY OUTCROP.
 PX0505'
 PX0505'REFERENCE MARK NO.1 - STANDARD STATION TABLET STAMPED---REF 1---
 PX0505'CEMENTED IN ROCK OUTCROP 13.080 FT. FROM STATION N 71 DEGREES
 PX0505'20 MINUTES SW.
 PX0505'
 PX0505'REFERENCE MARK NO.2 - STANDARD STATION TABLET STAMPED---REF 2---
 PX0505'CEMENTED IN ROCK OUTCROP 27.240 FT. FROM STATION N 12 DEGREES
 PX0505'53 MINUTES NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0586 ***********************************************************************
 PW0586  DESIGNATION -  WHITE
 PW0586  PID         -  PW0586
 PW0586  STATE/COUNTY-  WY/SHERIDAN
 PW0586  USGS QUAD   -  JEWELL DRAW (1972)
 PW0586
 PW0586                         *CURRENT SURVEY CONTROL
 PW0586  ___________________________________________________________________
 PW0586* NAD 83(1993)-  44 34 07.18159(N)    106 14 28.65415(W)     ADJUSTED  
 PW0586* NAVD 88     -      1409.     (meters)    4623.     (feet)  SCALED    
 PW0586  ___________________________________________________________________
 PW0586  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 PW0586  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 PW0586
 PW0586  HORZ ORDER  -  THIRD
 PW0586
 PW0586.The horizontal coordinates were established by classical geodetic methods
 PW0586.and adjusted by the National Geodetic Survey in January 1997..
 PW0586
 PW0586.The orthometric height was scaled from a topographic map.
 PW0586
 PW0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0586
 PW0586.The geoid height was determined by GEOID03.
 PW0586
 PW0586;                    North         East     Units Scale Factor Converg.
 PW0586;SPC WYEC     -   552,513.930   486,742.179   MT  1.00003000   +0 45 59.0
 PW0586;UTM  13      - 4,935,785.301   401,435.768   MT  0.99971947   -0 52 16.2
 PW0586
 PW0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0586!SPC WYEC     -   0.99978149  x   1.00003000  =   0.99981149
 PW0586!UTM  13      -   0.99978149  x   0.99971947  =   0.99950102
 PW0586
 PW0586:                Primary Azimuth Mark                     Grid Az
 PW0586:SPC WYEC     -  BERRY                                    235 02 45.5
 PW0586:UTM  13      -  BERRY                                    236 41 00.7
 PW0586
 PW0586|---------------------------------------------------------------------|
 PW0586| PID    Reference Object                     Distance      Geod. Az  |
 PW0586|                                                           dddmmss.s |
 PW0586| PW0570 BERRY                               APPROX.11.5 KM 2354844.5 |
 PW0586|---------------------------------------------------------------------|
 PW0586
 PW0586                          SUPERSEDED SURVEY CONTROL
 PW0586
 PW0586  NAD 83(1986)-  44 34 07.16259(N)    106 14 28.62566(W) AD(       ) 3
 PW0586
 PW0586.Superseded values are not recommended for survey control.
 PW0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0586.See file dsdata.txt to determine how the superseded data were derived.
 PW0586
 PW0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK0143635785(NAD 83)
 PW0586_MARKER: DS = TRIANGULATION STATION DISK
 PW0586_SETTING: 0 = UNSPECIFIED SETTING
 PW0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0586
 PW0586  HISTORY     - Date     Condition        Report By
 PW0586  HISTORY     - 1908     MONUMENTED       USGS
 PW0586
 PW0586                          STATION DESCRIPTION
 PW0586
 PW0586'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 PW0586'ON A SHARP BADLAND PEAK, WITH WHITE SAND BLUFF TO THE SOUTHWEST AT
 PW0586'HEAD OF ONE PRONG OF COTTONWOOD CREEK, BUT WITH DRAINAGE ALL TO
 PW0586'COTTONWOOD OR CRAZY WOMAN CREEKS (NOT CLEAR CREEK).  DIM RD. LEADS
 PW0586'FROM CLEARMONT UP NUMBER 2 DRAW TO DIVIDE BETWEEN CLEAR CREEK AND
 PW0586'CRAZY WOMAN CREEK.  STATION IS ABOUT 2 MI. S. OF POINT WHERE THIS
 PW0586'RD. REACHES SAID DIVIDE AND ABOUT THE SAME DISTANCE FROM HEAD OF
 PW0586'NUMBER 2 DRAW.  RD. FROM CLEARMONT TO DONALD THOMSONS RANCH AND
 PW0586'THENCE E. ALONG SUMMIT, PASSES CLOSE TO STATION, BUT IS SEVERAL
 PW0586'MILES LONGER THAN FIRST MENTIONED RD.
 PW0586'
 PW0586'STATION MARK--ALUMINUM TRIANGULATION TABLET CEMENTED IN STONE AND
 PW0586'PLACED IN GROUND, LEVEL WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0618 ***********************************************************************
 NT0618  DESIGNATION -  WHITE TOP
 NT0618  PID         -  NT0618
 NT0618  STATE/COUNTY-  WY/SUBLETTE
 NT0618  USGS QUAD   -  BALL ISLAND (1970)
 NT0618
 NT0618                         *CURRENT SURVEY CONTROL
 NT0618  ___________________________________________________________________
 NT0618* NAD 83(1993)-  42 38 44.73302(N)    110 01 02.90160(W)     ADJUSTED  
 NT0618* NAVD 88     -      2200.8    (meters)    7220.     (feet)  VERTCON   
 NT0618  ___________________________________________________________________
 NT0618  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 NT0618  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 NT0618
 NT0618  HORZ ORDER  -  THIRD
 NT0618
 NT0618.The horizontal coordinates were established by classical geodetic methods
 NT0618.and adjusted by the National Geodetic Survey in January 1997..
 NT0618
 NT0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0618
 NT0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0618
 NT0618.The geoid height was determined by GEOID03.
 NT0618
 NT0618;                    North         East     Units Scale Factor Converg.
 NT0618;SPC WY W     -   338,305.980   805,400.753   MT  0.99993786   +0 02 40.6
 NT0618;UTM  12      - 4,721,946.049   580,543.034   MT  0.99967981   +0 39 56.4
 NT0618
 NT0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0618!SPC WY W     -   0.99965694  x   0.99993786  =   0.99959482
 NT0618!UTM  12      -   0.99965694  x   0.99967981  =   0.99933686
 NT0618
 NT0618:                Primary Azimuth Mark                     Grid Az
 NT0618:SPC WY W     -  ANTELOPE                                 186 00 58.7
 NT0618:UTM  12      -  ANTELOPE                                 185 23 42.9
 NT0618
 NT0618|---------------------------------------------------------------------|
 NT0618| PID    Reference Object                     Distance      Geod. Az  |
 NT0618|                                                           dddmmss.s |
 NT0618| NT0621 ANTELOPE                            APPROX.23.4 KM 1860339.3 |
 NT0618|---------------------------------------------------------------------|
 NT0618
 NT0618                          SUPERSEDED SURVEY CONTROL
 NT0618
 NT0618  NAD 83(1993)-  42 38 44.73162(N)    110 01 02.89886(W) AD(       ) 3
 NT0618  NAD 83(1986)-  42 38 44.70823(N)    110 01 02.90145(W) AD(       ) 3
 NT0618  NAD 27      -  42 38 44.92171(N)    110 01 00.33188(W) AD(       ) 3
 NT0618  NGVD 29 (07/19/86) 2199.4    (m)         7216.     (f) VERT ANG       
 NT0618
 NT0618.Superseded values are not recommended for survey control.
 NT0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0618.See file dsdata.txt to determine how the superseded data were derived.
 NT0618
 NT0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN8054321946(NAD 83)
 NT0618
 NT0618  HISTORY     - Date     Condition        Report By
 NT0618  HISTORY     - UNK      MONUMENTED
 NT0618  HISTORY     - 1970     GOOD             USGS
 NT0618
 NT0618                          STATION DESCRIPTION
 NT0618
 NT0618'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 NT0618'LOCATED ABOUT 8 MI. NE. OF BIG PINEY, ON A POINT OF A WHITE TOP
 NT0618'BENCH.
 NT0618'
 NT0618'TO REACH STATION FROM BIG PINEY, TAKE STATE HIGHWAY 287 8 MI. N.
 NT0618'TO RD. FORK, THEN TURN RIGHT ON DUNHAM ROAD 2.1 MI. TO RD. FORK
 NT0618'JUST ACROSS IRRIGATION DITCH, THENCE S. 1.3 MI. TO RD. FORK,
 NT0618'THENCE TURN RIGHT 0.9 MI. TO STATION.  STATION LIES ABOUT 100 FT.
 NT0618'W. OF RD.
 NT0618'
 NT0618'RECOVERED.
 NT0618'
 NT0618'STATION MARK--STANDARD TABLET, CEMENTED IN LARGE QUARTZITE BOULDER,
 NT0618'FLUSH WITH GROUND, AND STAMPED ---WHITE TOP, 1934---.
 NT0618'
 NT0618'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 NT0618'SANDSTONE BOULDER, 49.04 FT. FROM STATION MARK, N 44 DEG 55 MIN E.
 NT0618'
 NT0618'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 NT0618'QUARTZITE BOULDER, 50.40 FT. FROM STATION MARK, N 40 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0468 ***********************************************************************
 PW0468  DESIGNATION -  WHITMEYER
 PW0468  PID         -  PW0468
 PW0468  STATE/COUNTY-  WY/SHERIDAN
 PW0468  USGS QUAD   -  S R SPRINGS (1970)
 PW0468
 PW0468                         *CURRENT SURVEY CONTROL
 PW0468  ___________________________________________________________________
 PW0468* NAD 83(1993)-  44 45 19.41404(N)    106 31 15.47424(W)     ADJUSTED  
 PW0468* NAVD 88     -      1451.3    (meters)    4761.     (feet)  VERTCON   
 PW0468  ___________________________________________________________________
 PW0468  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 PW0468  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 PW0468
 PW0468  HORZ ORDER  -  FIRST
 PW0468
 PW0468.The horizontal coordinates were established by classical geodetic methods
 PW0468.and adjusted by the National Geodetic Survey in January 1997..
 PW0468
 PW0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0468
 PW0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0468
 PW0468.The geoid height was determined by GEOID03.
 PW0468
 PW0468;                    North         East     Units Scale Factor Converg.
 PW0468;SPC WYEC     -   573,004.094   464,320.615   MT  0.99998836   +0 34 19.2
 PW0468;UTM  13      - 4,956,903.376   379,615.592   MT  0.99977821   -1 04 15.6
 PW0468
 PW0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0468!SPC WYEC     -   0.99977479  x   0.99998836  =   0.99976315
 PW0468!UTM  13      -   0.99977479  x   0.99977821  =   0.99955305
 PW0468
 PW0468|---------------------------------------------------------------------|
 PW0468| PID    Reference Object                     Distance      Geod. Az  |
 PW0468|                                                           dddmmss.s |
 PW0468| CQ7622 WHITMEYER RM 1                        9.581 METERS 16302     |
 PW0468| CQ7623 WHITMEYER RM 2                       13.900 METERS 25233     |
 PW0468| PW0465 LEITER RESET                         15.809 METERS 27258     |
 PW0468| CQ7446 T55 56N R80W SECS 6 31                             3163523.8 |
 PW0468|---------------------------------------------------------------------|
 PW0468
 PW0468                          SUPERSEDED SURVEY CONTROL
 PW0468
 PW0468  NAD 83(1986)-  44 45 19.39853(N)    106 31 15.44688(W) AD(       ) 1
 PW0468  NAD 27      -  44 45 19.48200(N)    106 31 13.27000(W) AD(       ) 1
 PW0468  NGVD 29 (07/19/86) 1450.5    (m)         4759.     (f) VERT ANG       
 PW0468
 PW0468.Superseded values are not recommended for survey control.
 PW0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0468.See file dsdata.txt to determine how the superseded data were derived.
 PW0468
 PW0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK7961656903(NAD 83)
 PW0468_MARKER: Z = SEE DESCRIPTION
 PW0468_SETTING: 66 = SET IN ROCK OUTCROP
 PW0468
 PW0468  HISTORY     - Date     Condition        Report By
 PW0468  HISTORY     - 1925     MONUMENTED       CGS
 PW0468  HISTORY     - 1957     GOOD             CGS
 PW0468
 PW0468                          STATION DESCRIPTION
 PW0468
 PW0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PW0468'ABOUT 12 MILES BY ROAD NORTHWEST OF CLEARMONT, 1-1/4 MILES SOUTH
 PW0468'OF EAST OF BARREL SPRINGS (NOTED SPRING ON RANCH LEASED BY R.M.
 PW0468'FADDEN), ON BUTTE 1/4 MILE NORTH OF ROAD, 1 MILE SOUTHEAST OF
 PW0468'RANCH HOUSE, AND 60 FEET EAST OF 12-FOOT HIGH CAIRN.  TO REACH
 PW0468'FROM CLEARMONT, GO NORTH ABOUT 1 MILE ON CUSTER BATTLEFIELD
 PW0468'HIGHWAY TO ROAD LEADING UP WHITMEYER DRAW, FOLLOW THIS ROAD
 PW0468'TO HEAD OF DRAW AT CREST OF DIVIDE, AND CONTINUE TO BUTTE ABOUT
 PW0468'1/4 MILE NORTH OF ROAD.  TO REACH FROM SHERIDAN, FOLLOW OLD
 PW0468'CUSTER BATTLEFIELD HIGHWAY 14.5 MILES, TAKE LEFT-HAND ROAD,
 PW0468'FOLLOW TO BARREL SPRINGS, AND CONTINUE SOUTHEAST 1 MILE TO
 PW0468'STATION SITE.  TRUCK CAN BE DRIVEN TO POINT ABOUT 100
 PW0468'METERS (328 FEET) FROM STATION.  STATION MARK (NOT
 PW0468'DESCRIBED) IS SET IN ROCK.  REFERENCE MARK NO. 1 (NOT
 PW0468'DESCRIBED) IS SET IN ROCK 9.585 METERS (31.45 FEET) FROM
 PW0468'STATION.  STATION LEITER,
 PW0468'REFERENCE MARK (U.S.G.S.) (SEE DESCRIPTION THEREOF) IS 15.790
 PW0468'METERS (51.80 FEET) FROM STATION N 87 DEG 03 MIN W.
 PW0468
 PW0468                          STATION RECOVERY (1957)
 PW0468
 PW0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0468'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK AND
 PW0468'REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.  THE U.S. GEOLOGICAL
 PW0468'SURVEY BENCH MARK HAD BEEN BROKEN OFF BUT WAS RESET IN
 PW0468'APPROXIMATELY THE SAME LOCATION AS ORIGINALLY SET.  REFERENCE MARK
 PW0468'2 WAS SET BY THIS PARTY.  A U.S. GENERAL LAND OFFICE MARK WAS
 PW0468'USED FOR AN AZIMUTH MARK.
 PW0468'
 PW0468'A COMPLETE NEW DESCRIPTION FOLLOWS--
 PW0468'
 PW0468'TO REACH FROM THE INTERSECTION OF NORTH MAIN STREET AND 5TH
 PW0468'AVENUE IN SHERIDAN, GO EASTERLY ON 5TH AVENUE, CROSSING RAILROAD
 PW0468'TRACKS, FOR 1.9 MILES TO A FORK, TURN LEFT AND FOLLOW MACADAM
 PW0468'ROAD EASTERLY FOR 8.25 MILES TO THE ARNO ELEVATOR ON THE RIGHT,
 PW0468'CONTINUE EASTERLY ON MACADAM ROAD FOR 1.25 MILES TO THE END OF
 PW0468'MACADAM AND A FORK, TURN LEFT FOR 2.15 MILES TO A FORK, TURN
 PW0468'LEFT FOR 3 MILES TO S.R. SCHOOL ON THE LEFT, CONTINUE STRAIGHT
 PW0468'AHEAD 0.9 MILE TO A FORK, TURN RIGHT FOLLOWING MAIN ROAD FOR
 PW0468'6.6 MILES TO A CATTLEGUARD JUST BEFORE REACHING THE TOP OF A
 PW0468'DIVIDE, (THE U.S.G.L.O. MARK USED FOR AN AZIMUTH MARK IS ON
 PW0468'THE LEFT), TURN RIGHT ON TRACK ROAD JUST AFTER CROSSING THE
 PW0468'CATTLEGUARD FOR 0.1 MILE TO A WIRE GATE, PASS THROUGH THE GATE FOR
 PW0468'0.15 MILE TO A FORK, KEEP LEFT AND FOLLOW MAIN ROAD,
 PW0468'SOUTHERLY, FOR 1.3 MILES TO A GATE JUST SOUTHWEST OF A HOUSE,
 PW0468'PASS THROUGH THE GATE, TO RIGHT OF THE HOUSE, AND FOLLOW TRACK
 PW0468'ROAD SOUTHEASTERLY FOR 0.2 MILE TO A GATE IN THE SOUTHEAST
 PW0468'CORNER OF A PASTURE, PASS THROUGH AND FOLLOW TRACK ROAD
 PW0468'SOUTHEASTERLY 0.55 TO TOP OF RIDGE, TURN LEFT AND PICK WAY
 PW0468'ACROSS PASTURELAND FOR 0.25 MILE UP THE WEST SIDE OF BUTTE AND
 PW0468'END OF TRUCK TRAVEL.  THIS IS ABOUT A 100 YARD PACK.
 PW0468'
 PW0468'STATION MARK IS A STANDARD DISK, STAMPED WHITMEYER 1925, SET
 PW0468'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 PW0468'SURFACE.  IT IS 59 FEET EAST-SOUTHEAST OF A CAIRN 5 FEET HIGH
 PW0468'AND 5 FEET IN DIAMETER AND 32 FEET SOUTHEAST OF THE NORTHWEST
 PW0468'EDGE OF THE BUTTE.  A WHITE POST WAS SET 5 FEET EAST-NORTHEAST
 PW0468'OF THE MARK.
 PW0468'
 PW0468'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WHITMEYER 1925,
 PW0468'SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS
 PW0468'76 FEET EAST OF THE CAIRN AND 31 FEET SOUTH OF THE WHITE POST.
 PW0468'
 PW0468'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WHITMEYER NO 2
 PW0468'1925, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND
 PW0468'SURFACE.  IT IS 23 FEET EAST OF THE CAIRN AND 50 FEET
 PW0468'WEST-SOUTHWEST OF THE WHITE POST.
 PW0468'
 PW0468'THE U.S. GEOLOGICAL SURVEY BENCH MARK IS A STANDARD DISK, WITH
 PW0468'NO STAMPING ON IT, SET IN A DRILL HOLE IN BEDROCK PROJECTING 10
 PW0468'INCHES.  IT IS 8 FEET EAST-SOUTHEAST OF THE CAIRN.
 PW0468'
 PW0468'THE U.S. GENERAL LAND OFFICE SURVEY MARK (AZIMUTH MARK) IS A
 PW0468'STANDARD DISK, STAMPED T 56 N R 80 W S 31 S 6 T 55 N 1917,
 PW0468'BOLTED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 5 INCHES.
 PW0468'IT IS 27 FEET NORTHWEST OF CENTER OF A GRADED ROAD, 41 FEET
 PW0468'WEST OF THE CENTER OF A Y-INTERSECTION, 33 FEET NORTH OF THE
 PW0468'CENTER OF AN IRON CATTLEGUARD AND 2 FEET EAST OF THE SOUTHEAST
 PW0468'CORNER OF A POLE CORRAL.  A WHITE POST WAS SET 1 FOOT NORTHWEST
 PW0468'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0247 ***********************************************************************
 OW0247  DESIGNATION -  WHITNEY
 OW0247  PID         -  OW0247
 OW0247  STATE/COUNTY-  WY/HOT SPRINGS
 OW0247  USGS QUAD   -  THOMPSON RESERVOIRS (1965)
 OW0247
 OW0247                         *CURRENT SURVEY CONTROL
 OW0247  ___________________________________________________________________
 OW0247* NAD 83(1993)-  43 37 54.81927(N)    108 28 55.28653(W)     ADJUSTED  
 OW0247* NAVD 88     -      1791.3    (meters)    5877.     (feet)  VERTCON   
 OW0247  ___________________________________________________________________
 OW0247  LAPLACE CORR-         -11.54  (seconds)                    DEFLEC99
 OW0247  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 OW0247
 OW0247  HORZ ORDER  -  SECOND
 OW0247
 OW0247.The horizontal coordinates were established by classical geodetic methods
 OW0247.and adjusted by the National Geodetic Survey in January 1997..
 OW0247
 OW0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0247
 OW0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0247
 OW0247.The geoid height was determined by GEOID03.
 OW0247
 OW0247;                    North         East     Units Scale Factor Converg.
 OW0247;SPC WYWC     -   347,887.037   621,624.423   MT  0.99994325   +0 11 05.7
 OW0247;UTM  12      - 4,834,070.290   703,123.640   MT  1.00010752   +1 44 17.0
 OW0247
 OW0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0247!SPC WYWC     -   0.99972110  x   0.99994325  =   0.99966437
 OW0247!UTM  12      -   0.99972110  x   1.00010752  =   0.99982859
 OW0247
 OW0247|---------------------------------------------------------------------|
 OW0247| PID    Reference Object                     Distance      Geod. Az  |
 OW0247|                                                           dddmmss.s |
 OW0247| CP6029 WHITNEY RM 1                          7.963 METERS 04315     |
 OW0247| CP6028 WHITNEY AZ MK                                      0811011.5 |
 OW0247| CP6030 WHITNEY RM 2                         10.312 METERS 23155     |
 OW0247|---------------------------------------------------------------------|
 OW0247
 OW0247                          SUPERSEDED SURVEY CONTROL
 OW0247
 OW0247  NAD 83(1986)-  43 37 54.80605(N)    108 28 55.29555(W) AD(       ) 2
 OW0247  NAD 27      -  43 37 54.96800(N)    108 28 52.90500(W) AD(       ) 2
 OW0247  NGVD 29 (11/06/89) 1790.4    (m)         5874.     (f) VERT ANG       
 OW0247
 OW0247.Superseded values are not recommended for survey control.
 OW0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0247.See file dsdata.txt to determine how the superseded data were derived.
 OW0247
 OW0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP0312434070(NAD 83)
 OW0247_MARKER: DS = TRIANGULATION STATION DISK
 OW0247_SETTING: 66 = SET IN ROCK OUTCROP
 OW0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0247
 OW0247  HISTORY     - Date     Condition        Report By
 OW0247  HISTORY     - 1936     MONUMENTED       CGS
 OW0247  HISTORY     - 1965     GOOD             USGS
 OW0247
 OW0247                          STATION DESCRIPTION
 OW0247
 OW0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0247'ABOUT 14 MILES WEST OF THERMOPOLIS, ABOUT 5 MILES SOUTH OF
 OW0247'OWL CREEK HIGHWAY, ON PROMINENT RED BUTTE, 1/2 MILE NORTHWEST
 OW0247'OF WHITNEY RANCH BUILDINGS WHICH ARE AT SOUTH FORK OF MUDDY
 OW0247'CREEK.  TO REACH STATION FROM MAIN INTERSECTION IN THERMOPOLIS,
 OW0247'FOLLOW OWL CREEK HIGHWAY WEST 5.1 MILES.  TAKE LEFT FORK
 OW0247'OFF HIGHWAY AND CONTINUE WEST 3.3 MILES, PASSING TO LEFT OF
 OW0247'SCHOOLHOUSE.  TAKE LEFT FORK UP MAIN CANYON AND FOLLOW
 OW0247'MAIN-GRADED ROAD SOUTHWEST AND WEST 2.6 MILES.  KEEP TO RIGHT
 OW0247'FORK IN FRONT OF HOUSE IN SMALL GROVE AND CONTINUE, WEST
 OW0247'2.6 MILES.  CROSS CATTLE GUARD, TURN LEFT AND GO SOUTH
 OW0247'ACROSS CREEK AND UP HILLS 1.2 MILES.  TAKE LEFT FORK
 OW0247'AND GO EAST DOWN CANYON ABOUT 1 MILE ON MAIN ROAD WHICH
 OW0247'DETOURS AROUND WASH-OUT.  BEAR BACK TO RIGHT UP ANOTHER CANYON
 OW0247'SOUTHWEST 3.6 MILES TO WHITNEY RANCH, FIRST BUILDINGS
 OW0247'FROM FORK.  FROM RANCH, CONTINUE WEST ON TRACK ROAD UP
 OW0247'CANYON 0.1 MILE.  BEAR RIGHT OFF TRACK ROAD AND GO
 OW0247'NORTHWEST ACROSS COUNTRY TO NORTHWEST CORNER OF OLD FIELD
 OW0247'AND END OF TRUCK TRAVEL.  FROM HERE PACK UP STEEP SLOPE
 OW0247'ABOUT 1/4 MILE OF HARD CLIMBING TO TOP OF BUTTE AND
 OW0247'STATION.  STATION MARK IS STANDARD DISK IN OUTCROPPING BEDROCK.
 OW0247'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 OW0247'IN OUTCROPPING BEDROCK.  NO. 1 IS 7.963 METERS
 OW0247'(26.13 FEET) NORTHEAST OF STATION N 43 DEG 15 MIN E.
 OW0247'NO. 2 IS 10.312 METERS (33.83 FEET) SOUTHWEST
 OW0247'S 51 DEG 55 MIN W.  AZIMUTH MARK IS ON STATION RIDGE, AND 0.25
 OW0247'MILE EAST OF STATION N 81 DEG 10 MIN E.
 OW0247
 OW0247                          STATION RECOVERY (1965)
 OW0247
 OW0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OW0247'STATION MARK--USC AND GS STANDARD DISK WEDGED IN DRILL HOLE IN
 OW0247'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0514 ***********************************************************************
 MP0514  DESIGNATION -  WICK
 MP0514  PID         -  MP0514
 MP0514  STATE/COUNTY-  WY/CARBON
 MP0514  USGS QUAD   -  T L RANCH (1982)
 MP0514
 MP0514                         *CURRENT SURVEY CONTROL
 MP0514  ___________________________________________________________________
 MP0514* NAD 83(1993)-  41 39 06.65620(N)    106 19 50.50477(W)     ADJUSTED  
 MP0514* NAVD 88     -      2346.67   (+/-2cm)    7699.0    (feet)  VERTCON   
 MP0514  ___________________________________________________________________
 MP0514  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 MP0514  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 MP0514
 MP0514  HORZ ORDER  -  SECOND
 MP0514  VERT ORDER  -  THIRD ? (See Below)
 MP0514
 MP0514.The horizontal coordinates were established by classical geodetic methods
 MP0514.and adjusted by the National Geodetic Survey in January 1997..
 MP0514
 MP0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0514.The vertical order pertains to the NGVD 29 superseded value.
 MP0514
 MP0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0514
 MP0514.The geoid height was determined by GEOID03.
 MP0514
 MP0514;                    North         East     Units Scale Factor Converg.
 MP0514;SPC WYEC     -   228,396.704   483,515.830   MT  1.00002330   +0 39 59.0
 MP0514;UTM  13      - 4,611,977.829   389,195.091   MT  0.99975109   -0 53 04.1
 MP0514
 MP0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0514!SPC WYEC     -   0.99963399  x   1.00002330  =   0.99965728
 MP0514!UTM  13      -   0.99963399  x   0.99975109  =   0.99938517
 MP0514
 MP0514|---------------------------------------------------------------------|
 MP0514| PID    Reference Object                     Distance      Geod. Az  |
 MP0514|                                                           dddmmss.s |
 MP0514| CP6032 WICK RM 1                            11.204 METERS 02641     |
 MP0514| CP6033 WICK RM 2                            11.235 METERS 11225     |
 MP0514| CP6031 WICK AZ MK                                         1160555.6 |
 MP0514|---------------------------------------------------------------------|
 MP0514
 MP0514                          SUPERSEDED SURVEY CONTROL
 MP0514
 MP0514  NAD 83(1986)-  41 39 06.64570(N)    106 19 50.49979(W) AD(       ) 2
 MP0514  NAD 27      -  41 39 06.77000(N)    106 19 48.43900(W) AD(       ) 2
 MP0514  NGVD 29 (07/19/86) 2345.44   (m)         7695.0    (f) LEVELING    3  
 MP0514
 MP0514.Superseded values are not recommended for survey control.
 MP0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0514.See file dsdata.txt to determine how the superseded data were derived.
 MP0514
 MP0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG8919511978(NAD 83)
 MP0514_MARKER: DS = TRIANGULATION STATION DISK
 MP0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0514
 MP0514  HISTORY     - Date     Condition        Report By
 MP0514  HISTORY     - 1948     MONUMENTED       CGS
 MP0514  HISTORY     - 1953     GOOD             USGS
 MP0514
 MP0514                          STATION DESCRIPTION
 MP0514
 MP0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MP0514'THE STATION IS LOCATED ABOUT 7.5 MILES AIRLINE NORTHWEST OF
 MP0514'ARLINGTON AND ABOUT 5 MILES AIRLINE SOUTH EAST OF ELK MOUNTAIN
 MP0514'ON THE SOUTHERN END OF A GRASSY, FLAT-TOPPED HILL ABOUT 0.3
 MP0514'MILE NORTH OF A GROVE OF ASPEN TREES.  THE STATION MARK PROJECTS
 MP0514'3 INCHES, IS SET 7 FEET EAST OF A WHITE WITNESS POST AND IS
 MP0514'STAMPED, WICK 1948.
 MP0514'
 MP0514'REFERENCE MARK NO. 1 IS SET FLUSH AT SAME ELEVATION AS THE
 MP0514'STATION MARK AND IS STAMPED, WICK NO 1 1948.
 MP0514'
 MP0514'REFERENCE MARK NO. 2 PROJECTS 3 INCHES IS 1 FOOT LOWER THAN
 MP0514'THE STATION MARK AND IS STAMPED, WICK NO 2 1948.
 MP0514'
 MP0514'THE AZIMUTH MARK PROJECTS 3 FEET, IS SET IN THE MOST SOUTHWESTERN
 MP0514'OF SEVERAL LARGE SANDSTONE BOULDERS ON THE WESTERN SLOPE OF
 MP0514'THE FIRST RIDGE EAST OF THE STATION.  IT IS 0.1 MILE EAST OF
 MP0514'A WIRE FENCE AND 12 FEET NORTHEAST OF A WHITE WITNESS POST.
 MP0514'IT IS STAMPED, WICK 1948.
 MP0514'
 MP0514'TO REACH THE STATION FROM THE END OF THE PAVEMENT IN ELK
 MP0514'MOUNTAIN.  CROSS BRIDGE AND GO EAST ON A GRAVEL ROAD 0.55 MILE
 MP0514'TO A FORK.  TURN LEFT, GO 0.2 MILE TO A BRICK BUILDING ON LEFT
 MP0514'AND A ROAD RIGHT.  TURN RIGHT, GO 0.55 MILE TO A ROAD LEFT.
 MP0514'TURN LEFT, GO 3.6 MILES TO A SMALL WOODEN BRIDGE WHERE THE
 MP0514'TELEPHONE LINE CROSSES THE ROAD.  CONTINUE 0.85 MILE TO A DIM
 MP0514'ROAD LEFT WHERE THE TELEPHONE LINE AGAIN CROSSES THE ROAD.
 MP0514'TURN LEFT, GO 0.2 MILE, THEN LEAVE ROAD, GO TO THE LEFT UP
 MP0514'SLOPE 0.15 MILE TO TOP OF HILL AND STATION.  A DRIVE STATION.
 MP0514
 MP0514                          STATION RECOVERY (1953)
 MP0514
 MP0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MP0514'RECOVERED.
 MP0514'
 MP0514'STATION MARK--STANDARD DISK, SET IN TOP OF CONCRETE POST, STAMPED
 MP0514'---WICK 1948---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1176 ***********************************************************************
 MO1176  DESIGNATION -  WICK
 MO1176  PID         -  MO1176
 MO1176  STATE/COUNTY-  WY/PLATTE
 MO1176  USGS QUAD   -  NATWICK SW (1981)
 MO1176
 MO1176                         *CURRENT SURVEY CONTROL
 MO1176  ___________________________________________________________________
 MO1176* NAD 83(1993)-  41 51 39.59060(N)    105 14 22.37976(W)     ADJUSTED  
 MO1176* NAVD 88     -      1675.21   (+/-2cm)    5496.1    (feet)  VERTCON   
 MO1176  ___________________________________________________________________
 MO1176  LAPLACE CORR-         -13.37  (seconds)                    DEFLEC99
 MO1176  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 MO1176
 MO1176  HORZ ORDER  -  THIRD
 MO1176  VERT ORDER  -  THIRD ? (See Below)
 MO1176
 MO1176.The horizontal coordinates were established by classical geodetic methods
 MO1176.and adjusted by the National Geodetic Survey in January 1997..
 MO1176
 MO1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1176.The vertical order pertains to the NGVD 29 superseded value.
 MO1176
 MO1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1176
 MO1176.The geoid height was determined by GEOID03.
 MO1176
 MO1176;                    North         East     Units Scale Factor Converg.
 MO1176;SPC WY E     -   151,141.961   193,948.820   MT  0.99993795   -0 02 55.1
 MO1176;UTM  13      - 4,634,370.848   480,117.921   MT  0.99960486   -0 09 35.5
 MO1176
 MO1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1176!SPC WY E     -   0.99973930  x   0.99993795  =   0.99967727
 MO1176!UTM  13      -   0.99973930  x   0.99960486  =   0.99934426
 MO1176
 MO1176:                Primary Azimuth Mark                     Grid Az
 MO1176:SPC WY E     -  SQUAW ROCK                               006 43 47.4
 MO1176:UTM  13      -  SQUAW ROCK                               006 50 27.8
 MO1176
 MO1176|---------------------------------------------------------------------|
 MO1176| PID    Reference Object                     Distance      Geod. Az  |
 MO1176|                                                           dddmmss.s |
 MO1176| MO1178 SQUAW ROCK                          APPROX. 7.2 KM 0064052.3 |
 MO1176|---------------------------------------------------------------------|
 MO1176
 MO1176                          SUPERSEDED SURVEY CONTROL
 MO1176
 MO1176  NAD 83(1986)-  41 51 39.57393(N)    105 14 22.37463(W) AD(       ) 3
 MO1176  NAD 27      -  41 51 39.67437(N)    105 14 20.43743(W) AD(       ) 3
 MO1176  NGVD 29 (07/19/86) 1674.40   (m)         5493.4    (f) LEVELING    3  
 MO1176
 MO1176.Superseded values are not recommended for survey control.
 MO1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1176.See file dsdata.txt to determine how the superseded data were derived.
 MO1176
 MO1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG8011834371(NAD 83)
 MO1176_MARKER: DD = SURVEY DISK
 MO1176_SETTING: 0 = UNSPECIFIED SETTING
 MO1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1176
 MO1176  HISTORY     - Date     Condition        Report By
 MO1176  HISTORY     - 1951     MONUMENTED       USGS
 MO1176
 MO1176                          STATION DESCRIPTION
 MO1176
 MO1176'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 MO1176'STATION LOCATED ABOUT 19 MI. SW. OF WHEATLAND, 21 MI.    OF SLATER,
 MO1176'AND ABOUT 1 MI. W. OF HIGHWAY 34.
 MO1176'
 MO1176'TO REACH STATION FROM POST OFFICE AT WHEATLAND, GO S. ON HIGHWAY 87
 MO1176'6.6 MI. TO JUNCTION WITH HIGHWAY 34, TURN RIGHT AND PROCEED SW. ON
 MO1176'HIGHWAY 34 23.3 MI. TO JUNCTION WITH RANCH ROAD, TURN RIGHT AND
 MO1176'PROCEED W. 1.1 MI. ON RANCH RD. TO STATION.  STATION AT JUNCTION OF
 MO1176'RANCH RD. WITH DIM RD. AND ABOUT 35 FT. W. OF JUNCTION.
 MO1176'
 MO1176'STATION MARK--STANDARD TABLET, SET IN TOP OF 7 X 7 IN. CONCRETE POST,
 MO1176'PROJECTING ABOUT 3 IN. ABOVE GROUND, STAMPED ---JSC-WICK 1951---.
 MO1176'
 MO1176'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0326 ***********************************************************************
 OW0326  DESIGNATION -  WIGGINS PEAK CAIRN
 OW0326  PID         -  OW0326
 OW0326  STATE/COUNTY-  WY/FREMONT
 OW0326  USGS QUAD   -  WIGGINS PEAK (1991)
 OW0326
 OW0326                         *CURRENT SURVEY CONTROL
 OW0326  ___________________________________________________________________
 OW0326* NAD 83(1993)-  43 49 14.23467(N)    109 25 08.34211(W)     ADJUSTED  
 OW0326* NAVD 88     -      3712.9    (meters)   12181.     (feet)  VERTCON   
 OW0326  ___________________________________________________________________
 OW0326  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 OW0326  GEOID HEIGHT-          -7.65  (meters)                     GEOID03
 OW0326
 OW0326  HORZ ORDER  -  THIRD
 OW0326
 OW0326.The horizontal coordinates were established by classical geodetic methods
 OW0326.and adjusted by the National Geodetic Survey in January 1997..
 OW0326
 OW0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0326
 OW0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0326
 OW0326.The geoid height was determined by GEOID03.
 OW0326
 OW0326;                    North         East     Units Scale Factor Converg.
 OW0326;SPC WYWC     -   369,037.185   546,185.264   MT  0.99997311   -0 27 47.6
 OW0326;UTM  12      - 4,853,164.616   627,138.520   MT  0.99979881   +1 05 41.4
 OW0326
 OW0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0326!SPC WYWC     -   0.99941933  x   0.99997311  =   0.99939245
 OW0326!UTM  12      -   0.99941933  x   0.99979881  =   0.99921825
 OW0326
 OW0326:                Primary Azimuth Mark                     Grid Az
 OW0326:SPC WYWC     -  CALDWELL                                 309 08 45.9
 OW0326:UTM  12      -  CALDWELL                                 307 35 16.9
 OW0326
 OW0326|---------------------------------------------------------------------|
 OW0326| PID    Reference Object                     Distance      Geod. Az  |
 OW0326|                                                           dddmmss.s |
 OW0326| OW0327 CALDWELL                            APPROX. 4.4 KM 3084058.3 |
 OW0326|---------------------------------------------------------------------|
 OW0326
 OW0326                          SUPERSEDED SURVEY CONTROL
 OW0326
 OW0326  NAD 83(1986)-  43 49 14.22329(N)    109 25 08.33035(W) AD(       ) 3
 OW0326  NAD 27      -  43 49 14.38700(N)    109 25 05.78100(W) AD(       ) 3
 OW0326  NGVD 29 (07/19/86) 3711.3    (m)        12176.     (f) VERT ANG       
 OW0326
 OW0326.Superseded values are not recommended for survey control.
 OW0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0326.See file dsdata.txt to determine how the superseded data were derived.
 OW0326
 OW0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP2713953165(NAD 83)
 OW0326_MARKER: 72 = CAIRN
 OW0326
 OW0326  HISTORY     - Date     Condition        Report By
 OW0326  HISTORY     - 1936     FIRST OBSERVED   CGS
 OW0326  HISTORY     - 1954     GOOD             USGS
 OW0326
 OW0326                          STATION DESCRIPTION
 OW0326
 OW0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 OW0326'ABOUT 21 MILES EAST AND 9 MILES NORTH OF DUBOIS, 6-1/2 MILES
 OW0326'NORTH-NORTHEAST OF FRENCHES SHEEP CAMP AT SOUTH END OF CROW CREEK
 OW0326'BASIN, ON HIGHEST POINT OF DIVIDE BETWEEN CROW CREEK AND SOUTH
 OW0326'FORK OF OWL CREEK, AND AT HEAD OF DRY CREEK.  PEAK IS KNOWN
 OW0326'LOCALLY AS MONUMENT PEAK.  TO REACH FROM LENORE POST OFFICE
 OW0326'FOLLOW ROUTE GIVEN IN DESCRIPTION OF STATION CROW (P. 188) TO
 OW0326'FRENCHS SHEEP CAMP, FROM WHICH PLACE STATION IS VISIBLE TO
 OW0326'NORTH AND EAST.  FOLLOW HORSE TRAIL UP CROW CREEK.  AT ABOUT 6 OR
 OW0326'7 MILES WHERE CREEK MAKES TURN OF ABOUT 20 DEG TO LEFT OR TO
 OW0326'NORTH-NORTHWEST, WELL-MARKED FOREST SERVICE TRAIL LEADS
 OW0326'EASTERLY THROUGH TIMBER TO WITHIN SEVERAL HUNDRED FEET IN
 OW0326'ELEVATION OF STATION.  ALTERNATE ROUTE FOLLOWS TRAIL ROAD EAST
 OW0326'FROM FRENCHS SHEEP CAMP TO TOP OF RIDGE, THENCE NORTHERLY
 OW0326'ALONG RIDGE TO STATION, ABOUT 4-HOUR HORSE PACK.  TRUCK CAN BE
 OW0326'DRIVEN OVER THIS ROUTE TO WITHIN ABOUT 2-HOUR PACK OF STATION,
 OW0326'PITCH IMMEDIATELY AFTER LEAVING ROAD AT TOP OF RIDGE BEING
 OW0326'HARDEST TO NEGOTIATE.
 OW0326'
 OW0326'WIGGINS PEAK,
 OW0326'CAIRN AND WASHAKIE NEEDLES, HIGHEST POINT
 OW0326'CAN ALSO BE USED AS AZIMUTH MARKS.
 OW0326
 OW0326                          STATION RECOVERY (1954)
 OW0326
 OW0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 OW0326'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0969 ***********************************************************************
 MO0969  DESIGNATION -  WILCOX
 MO0969  PID         -  MO0969
 MO0969  STATE/COUNTY-  WY/ALBANY
 MO0969  USGS QUAD   -  WILCOX (1981)
 MO0969
 MO0969                         *CURRENT SURVEY CONTROL
 MO0969  ___________________________________________________________________
 MO0969* NAD 83(1993)-  41 47 38.21227(N)    105 59 03.71782(W)     ADJUSTED  
 MO0969* NAVD 88     -      2124.099  (meters)    6968.81   (feet)  ADJUSTED  
 MO0969  ___________________________________________________________________
 MO0969  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 MO0969  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 MO0969  DYNAMIC HT  -        2122.302 (meters)    6962.92  (feet)  COMP
 MO0969  MODELED GRAV-     979,700.2   (mgal)                       NAVD 88
 MO0969
 MO0969  HORZ ORDER  -  SECOND
 MO0969  VERT ORDER  -  FIRST     CLASS II
 MO0969
 MO0969.The horizontal coordinates were established by classical geodetic methods
 MO0969.and adjusted by the National Geodetic Survey in January 1997..
 MO0969
 MO0969.The orthometric height was determined by differential leveling
 MO0969.and adjusted by the National Geodetic Survey in June 1991..
 MO0969
 MO0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO0969
 MO0969.The geoid height was determined by GEOID03.
 MO0969
 MO0969.The dynamic height is computed by dividing the NAVD 88
 MO0969.geopotential number by the normal gravity value computed on the
 MO0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0969.degrees latitude (g = 980.6199 gals.).
 MO0969
 MO0969.The modeled gravity was interpolated from observed gravity values.
 MO0969
 MO0969;                    North         East     Units Scale Factor Converg.
 MO0969;SPC WY E     -   144,015.882   132,038.850   MT  0.99999432   -0 32 41.9
 MO0969;SPC WYEC     -   244,572.367   512,116.967   MT  1.00009213   +0 53 56.8
 MO0969;UTM  13      - 4,627,367.149   418,214.216   MT  0.99968231   -0 39 21.9
 MO0969
 MO0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO0969!SPC WY E     -   0.99966890  x   0.99999432  =   0.99966322
 MO0969!SPC WYEC     -   0.99966890  x   1.00009213  =   0.99976099
 MO0969!UTM  13      -   0.99966890  x   0.99968231  =   0.99935131
 MO0969
 MO0969:                Primary Azimuth Mark                     Grid Az
 MO0969:SPC WY E     -  WILCOX AZ MK                             001 18 00.6
 MO0969:SPC WYEC     -  WILCOX AZ MK                             359 51 21.9
 MO0969:UTM  13      -  WILCOX AZ MK                             001 24 40.6
 MO0969
 MO0969|---------------------------------------------------------------------|
 MO0969| PID    Reference Object                     Distance      Geod. Az  |
 MO0969|                                                           dddmmss.s |
 MO0969| CQ4414 WILCOX AZ MK                                       0004518.7 |
 MO0969| MO1307 SAN FRANCISCO NEW YORK AIRWAY BEACO APPROX.11.3 KM 1485132.6 |
 MO0969| CQ4415 WILCOX RM 1                          11.092 METERS 18418     |
 MO0969| CQ4416 WILCOX RM 2                          13.039 METERS 34922     |
 MO0969| MO0730 U 321                                23.386 METERS 35003     |
 MO0969|---------------------------------------------------------------------|
 MO0969
 MO0969                          SUPERSEDED SURVEY CONTROL
 MO0969
 MO0969  NAD 83(1986)-  41 47 38.19869(N)    105 59 03.71188(W) AD(       ) 2
 MO0969  NAD 27      -  41 47 38.32100(N)    105 59 01.70400(W) AD(       ) 2
 MO0969  NGVD 29 (06/08/92) 2122.970  (m)         6965.11   (f) ADJUSTED    1 2
 MO0969
 MO0969.Superseded values are not recommended for survey control.
 MO0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0969.See file dsdata.txt to determine how the superseded data were derived.
 MO0969
 MO0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG1821427367(NAD 83)
 MO0969_MARKER: DS = TRIANGULATION STATION DISK
 MO0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0969_SP_SET: CONCRETE POST
 MO0969_STAMPING: WILCOX 1948
 MO0969_MARK LOGO: CGS   
 MO0969_PROJECTION: FLUSH
 MO0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0969+STABILITY: SURFACE MOTION
 MO0969
 MO0969  HISTORY     - Date     Condition        Report By
 MO0969  HISTORY     - 1948     MONUMENTED       CGS
 MO0969  HISTORY     - 1953     GOOD             USGS
 MO0969  HISTORY     - 1958     GOOD             CGS
 MO0969  HISTORY     - 1980     GOOD             NGS
 MO0969  HISTORY     - 1983     GOOD             NGS
 MO0969  HISTORY     - 19990823 GOOD             WYDT
 MO0969
 MO0969                          STATION DESCRIPTION
 MO0969
 MO0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 MO0969'THE STATION IS LOCATED ON PROPERTY BETWEEN RAILROAD AND U.S.
 MO0969'HIGHWAY 30, AT THE RAILROAD SIDING AT WILCOX, WHICH IS LOCATED
 MO0969'3.8 MILES BY ROAD NORTH OF ROCK RIVER.  THE STATION IS 30
 MO0969'PACES WEST OF AND APPROXIMATELY THE SAME ELEVATION AS THE
 MO0969'CENTER LINE OF U.S. HIGHWAY 30, 17 PACES NORTH OF THE CENTER
 MO0969'LINE OF DIRT ROAD WEST OVER RAILROAD TRACKS, 6 FEET EAST OF
 MO0969'FENCE LINE, 4 FEET NORTHWEST OF A 4 X 4 WITNESS POST, PROJECTS
 MO0969'5 INCHES, STAMPED, WILCOX 1948.
 MO0969'
 MO0969'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MO0969'THE STATION, 6 PACES NORTH OF A DIRT ROAD WEST, 1 FOOT EAST
 MO0969'OF A NORTH-SOUTH FENCE LINE, PROJECTS 5 INCHES, STAMPED,
 MO0969'WILCOX NO 1 1948.
 MO0969'
 MO0969'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 MO0969'THE STATION, 14 FEET NORTH OF THE CENTER LINE OF OLD DRIVEWAY
 MO0969'AND WIRE GATE, 1 FOOT EAST OF FENCE LINE, PROJECTS 5 INCHES,
 MO0969'STAMPED, WILCOX NO 2 1948.
 MO0969'
 MO0969'REFERENCE MARK NO. 3 IS A U.S. COAST AND GEODETIC SURVEY
 MO0969'BENCH MARK U 321.  IT IS APPROXIMATELY THE SAME ELEVATION
 MO0969'AS THE STATION, 40 PACES EAST OF DERAIL, 33 PACES WEST OF THE
 MO0969'CENTER LINE OF U.S. HIGHWAY 30, 2 FEET WEST OF A NORTH-SOUTH
 MO0969'FENCE LINE, 3 FEET NORTH OF A 4 X 4 WITNESS POST, SET IN TOP
 MO0969'OF A 6 X 6 CONCRETE POST, PROJECTS 6 INCHES, STAMPED, U 321
 MO0969'1947.
 MO0969'
 MO0969'THE AZIMUTH MARK IS LOCATED ALONG U.S. HIGHWAY 30, 33 PACES
 MO0969'EAST OF AND APPROXIMATELY THE SAME ELEVATION AS THE CENTER
 MO0969'LINE OF HIGHWAY, 1 FOOT WEST OF FENCE LINE, 4 FEET NORTHWEST
 MO0969'OF A 4 X 4 WITNESS POST, PROJECTS 3 INCHES, STAMPED, WILCOX 1948.
 MO0969'
 MO0969'TO REACH FROM ROCK RIVER, GO NORTHERLY ALONG U.S. HIGHWAY
 MO0969'30 FOR 3.8 MILES TO THE STATION ON THE LEFT AS DESCRIBED
 MO0969'ABOVE.  A DRIVE STATION.
 MO0969
 MO0969                          STATION RECOVERY (1953)
 MO0969
 MO0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 MO0969'RECOVERED.
 MO0969'
 MO0969'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE, STAMPED
 MO0969'---WILCOX 1948---.
 MO0969
 MO0969                          STATION RECOVERY (1958)
 MO0969
 MO0969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 MO0969'STATION AND REFERENCE MARKS (3) RECOVERED IN GOOD CONDITION.
 MO0969'AZIMUTH MARK NOT SEARCHED FOR.  ANGLES BETWEEN AND DISTANCES
 MO0969'TO REFERENCE MARKS CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE
 MO0969'AND CORRECT.
 MO0969
 MO0969                          STATION RECOVERY (1980)
 MO0969
 MO0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 MO0969'STATION RECOVERED AND ALL MARKS EXCEPT THE AZIMUTH MARK WERE FOUND IN
 MO0969'GOOD CONDITION.  THE AZIMUTH MARK IS STILL UPRIGHT AND SOLID IN
 MO0969'GROUND BUT SOME OF THE CONCRETE WAS CHIPPED OFF.  IT WAS REPAIRED AT
 MO0969'THIS TIME.  DISTANCE AND DIRECTION TO REFERENCE MARKS COMPARED
 MO0969'FAVORABLY WITH THE PREVIOUS DATA.  DIRECTION TO BENCH MARK U321
 MO0969'CHECKED PREVIOUS ANGLE FAIRLY WELL BUT THE DISTANCE DID NOT CHECK BY
 MO0969'0.010 METERS.
 MO0969'
 MO0969'STATION IS A STANDARD DISK, STAMPED---WILCOX 1948--- SET IN THE TOP
 MO0969'OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND, 204 FEET EAST OF THE
 MO0969'EAST RAIL OF RAILROAD TRACK, 93 FEET WEST OF CENTER U.S. HIGHWAY 30,
 MO0969'56 FEET NORTH OF CENTER GRADED ROAD, 6 FEET EAST OF AN OLD FENCE LINE,
 MO0969'1.4 FEET EAST OF A METAL WITNESS POST.
 MO0969'
 MO0969'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---WILCOX NO 1 1948---
 MO0969'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND,
 MO0969'199 FEET EAST OF THE TRACK, 99 FEET WEST OF THE HIGHWAY, 20 FEET NORTH
 MO0969'OF THE GRADED ROAD, 1 FOOT EAST OF THE FENCE, 1 FOOT SOUTHEAST OF A
 MO0969'METAL WITNESS POST.
 MO0969'
 MO0969'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---WILCOX NO 2 1948---
 MO0969'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES
 MO0969'199 FEET EAST OF THE TRACK, 99 FEET WEST OF THE HIGHWAY, 98 FEET
 MO0969'NORTH OF THE GRADED ROAD, 1 FOOT EAST OF THE FENCE, 8 INCHES NORTHEAST
 MO0969'OF A METAL WITNESS POST.
 MO0969'
 MO0969'BENCH MARK IS A STANDARD DISK, STAMPED---U 321 1947--- SET IN THE
 MO0969'TOP OF THE TRACK, 102 FEET WEST OF THE HIGHWAY, 132 FEET NORTH OF THE
 MO0969'GRADED ROAD, 2 FEET WEST OF THE FENCE, 1.8 FEET SOUTH OF A METAL
 MO0969'WITNESS POST.
 MO0969'
 MO0969'AZIMUTH MARK IS A STANDARD DISK, STAMPED---WILCOX 1948--- SET IN
 MO0969'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES, 99
 MO0969'FEET EAST OF CENTER HIGHWAY 30, 1.5 FEET WEST OF A FENCE LINE, 1 FOOT
 MO0969'SOUTHWEST OF A METAL WITNESS POST.
 MO0969'
 MO0969'STATION IS REACHED FROM THE POST OFFICE IN ROCK RIVER.  GO NORTH ON
 MO0969'U.S. HIGHWAY 30 FOR 0.15 MILE TO JUNCTION WITH STATE HIGHWAY 13 ON
 MO0969'LEFT, CONTINUE NORTH ON HIGHWAY 30 FOR 3.65 MILES TO A GRADED ROAD
 MO0969'AND STATION ON LEFT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.5 MILE TO
 MO0969'THE AZIMUTH MARK ON THE RIGHT.
 MO0969
 MO0969                          STATION RECOVERY (1983)
 MO0969
 MO0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0969'5.7 KM (3.55 MI) NORTH FROM ROCK RIVER.
 MO0969'5.5 KM (3.55 MI) NORTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MO0969'THE STATION IN ROCK RIVER, 0.3 KM (0.2 MI) NORTH OF MILEPOST 609, 59.5
 MO0969'METERS (195.2 FT) EAST OF THE NEAR RAIL, 27.5 METERS (90.2 FT) WEST OF
 MO0969'THE CENTERLINE OF U.S. HIGHWAY 30, 23.4 METERS (76.8 FT) SOUTH OF
 MO0969'BENCH MARK U 321, 15.6 METERS (51.2 FT) NORTH OF THE CENTER OF A DIRT
 MO0969'ROAD LEADING WEST, AND 1.9 METERS (6.2 FT) EAST OF A FENCE.
 MO0969'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 MO0969'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 MO0969
 MO0969                          STATION RECOVERY (1999)
 MO0969
 MO0969'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (JSB)
 MO0969'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION.  PHONE NUMBER
 MO0969'307-777-3819.  RECOVERED AS DESCRIBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0545 ***********************************************************************
 PW0545  DESIGNATION -  WILD
 PW0545  PID         -  PW0545
 PW0545  STATE/COUNTY-  WY/BIG HORN
 PW0545  USGS QUAD   -  MANDERSON NE (1960)
 PW0545
 PW0545                         *CURRENT SURVEY CONTROL
 PW0545  ___________________________________________________________________
 PW0545* NAD 83(1993)-  44 28 14.71430(N)    107 48 36.19073(W)     ADJUSTED  
 PW0545* NAVD 88     -      1455.4    (meters)    4775.     (feet)  VERTCON   
 PW0545  ___________________________________________________________________
 PW0545  LAPLACE CORR-          18.17  (seconds)                    DEFLEC99
 PW0545  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 PW0545
 PW0545  HORZ ORDER  -  SECOND
 PW0545
 PW0545.The horizontal coordinates were established by classical geodetic methods
 PW0545.and adjusted by the National Geodetic Survey in January 1997..
 PW0545
 PW0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0545
 PW0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0545
 PW0545.The geoid height was determined by GEOID03.
 PW0545
 PW0545;                    North         East     Units Scale Factor Converg.
 PW0545;SPC WYEC     -   541,165.287   362,070.110   MT  0.99995519   -0 20 02.3
 PW0545;UTM  13      - 4,928,001.790   276,493.688   MT  1.00021438   -1 58 09.8
 PW0545
 PW0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0545!SPC WYEC     -   0.99977361  x   0.99995519  =   0.99972881
 PW0545!UTM  13      -   0.99977361  x   1.00021438  =   0.99998794
 PW0545
 PW0545|---------------------------------------------------------------------|
 PW0545| PID    Reference Object                     Distance      Geod. Az  |
 PW0545|                                                           dddmmss.s |
 PW0545| CQ7627 WILD RM 1                            11.283 METERS 00932     |
 PW0545| CQ6846 WILD RM 2                             5.047 METERS 14210     |
 PW0545| CQ7626 WILD AZ MK                                         2180147.3 |
 PW0545|---------------------------------------------------------------------|
 PW0545
 PW0545                          SUPERSEDED SURVEY CONTROL
 PW0545
 PW0545  NAD 83(1986)-  44 28 14.70189(N)    107 48 36.18572(W) AD(       ) 2
 PW0545  NAD 27      -  44 28 14.84770(N)    107 48 33.86830(W) AD(       ) 2
 PW0545  NGVD 29 (07/19/86) 1454.6    (m)         4772.     (f) VERT ANG       
 PW0545
 PW0545.Superseded values are not recommended for survey control.
 PW0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0545.See file dsdata.txt to determine how the superseded data were derived.
 PW0545
 PW0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK7649428002(NAD 83)
 PW0545_MARKER: DS = TRIANGULATION STATION DISK
 PW0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0545
 PW0545  HISTORY     - Date     Condition        Report By
 PW0545  HISTORY     - 1957     MONUMENTED       CGS
 PW0545
 PW0545                          STATION DESCRIPTION
 PW0545
 PW0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0545'STATION IS ON THE HIGHEST POINT OF A HILL THAT SLOPES TO THE
 PW0545'NORTH AND DROPS OFF SHARPLY TO THE SOUTH, ABOUT 4-3/4 MILES
 PW0545'SOUTH AND ABOUT 1/2 MILE WEST OF SHELL, ABOUT 12-1/4 MILES
 PW0545'EAST AND ABOUT 1-1/4 MILE SOUTH OF GREYBULL.
 PW0545'
 PW0545'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 20 AND 14 IN GREYBULL
 PW0545'BY GOING EAST ON HIGHWAY 14 FOR 6.65 MILES TO A SCHOOLHOUSE
 PW0545'ON THE LEFT, KEEP STRAIGHT AHEAD, ON THE HIGHWAY, FOR 3.55
 PW0545'MILES TO A ROAD RIGHT, AT CURVE IN HIGHWAY, BEAR RIGHT, LEAVING
 PW0545'THE HIGHWAY AND FOLLOW A DIRT ROAD, SOUTHERLY, FOR 0.45 MILE
 PW0545'TO A SMALL BRIDGE, CROSS THE BRIDGE AND CONTINUE FOR 0.05
 PW0545'MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE SOUTHERLY,
 PW0545'FOR 0.2 MILE TO A FORK, KEEP THE RIGHT FORK, MAIN ROAD AND
 PW0545'GO WESTERLY, FOR 0.05 MILE TO A FORK, KEEP THE LEFT FORK
 PW0545'AND GO SOUTHERLY, DOWN A STEEP HILL, FOR 0.1 MILE TO A
 PW0545'CREEK, CROSS THE CREEK, PASSING TO THE EAST OF AN OLD
 PW0545'CULVERT AND CONTINUE SOUTHERLY, ON THE MAIN ROAD, FOR 1.45 MILE TO
 PW0545'A DIM ROAD LEFT, LEADING TO A WIRE GATE, KEEP STRAIGHT AHEAD, ON THE
 PW0545'MAIN ROAD, FOR 0.15 MILE TO A GATE, PASS THROUGH THE GATE
 PW0545'AND CONTINUE SOUTHERLY FOR, 1.05 MILE TO A CROSSROADS,
 PW0545'(KEEP STRAIGHT AHEAD, ON THE MAIN ROAD, FOR 0.85 MILE
 PW0545'TO THE AZIMUTH MARK ON THE RIGHT) BEAR LEFT, LEAVING THE
 PW0545'MAIN ROAD AND GO EASTERLY, ON A BULLDOZED ROAD, CROSSING TWO
 PW0545'DRAINAGE DITCHES, FOR 0.25 MILE, BEAR RIGHT, LEAVING THE
 PW0545'BULLDOZED ROAD AND GO SOUTHEASTERLY, ACROSS COUNTRY, FOR 1.1 MILE
 PW0545'TO THE HIGHEST POINT AND STATION.
 PW0545'
 PW0545'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF 12 INCH SQUARE,
 PW0545'CONCRETE POSTS.
 PW0545'
 PW0545'STATION MARKS ARE STAMPED WILD 1957.  THE SURFACE MARK PROJECTS
 PW0545'6 INCHES.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT
 PW0545'WEST OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 PW0545'MASS OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 PW0545'
 PW0545'REFERENCE MARK 1 IS STAMPED WILD NO 1 1957 AND PROJECTS 6
 PW0545'INCHES.
 PW0545'
 PW0545'REFERENCE MARK 2 IS STAMPED WILD NO 2 1957 AND PROJECTS 4
 PW0545'INCHES.
 PW0545'
 PW0545'AZIMUTH MARK IS STAMPED WILD 1957 AND PROJECTS 6 INCHES.  IT
 PW0545'IS 22 FEET WEST OF THE CENTER OF A ROAD.  A 4 IN X 4 IN WHITE
 PW0545'WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0433 ***********************************************************************
 OU0433  DESIGNATION -  WILD
 OU0433  PID         -  OU0433
 OU0433  STATE/COUNTY-  WY/CAMPBELL
 OU0433  USGS QUAD   -  ROCKY BUTTE GULCH (1984)
 OU0433
 OU0433                         *CURRENT SURVEY CONTROL
 OU0433  ___________________________________________________________________
 OU0433* NAD 83(1993)-  43 50 16.45844(N)    105 32 55.64158(W)     ADJUSTED  
 OU0433* NAVD 88     -      1559.4    (meters)    5116.     (feet)  VERTCON   
 OU0433  ___________________________________________________________________
 OU0433  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 OU0433  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 OU0433
 OU0433  HORZ ORDER  -  THIRD
 OU0433
 OU0433.The horizontal coordinates were established by classical geodetic methods
 OU0433.and adjusted by the National Geodetic Survey in January 1997..
 OU0433
 OU0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0433
 OU0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0433
 OU0433.The geoid height was determined by GEOID03.
 OU0433
 OU0433;                    North         East     Units Scale Factor Converg.
 OU0433;SPC WY E     -   370,810.953   169,269.989   MT  0.99994911   -0 15 52.8
 OU0433;UTM  13      - 4,854,015.920   455,881.665   MT  0.99962394   -0 22 48.4
 OU0433
 OU0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0433!SPC WY E     -   0.99975785  x   0.99994911  =   0.99970697
 OU0433!UTM  13      -   0.99975785  x   0.99962394  =   0.99938188
 OU0433
 OU0433:                Primary Azimuth Mark                     Grid Az
 OU0433:SPC WY E     -  HAY                                      097 29 08.4
 OU0433:UTM  13      -  HAY                                      097 36 04.0
 OU0433
 OU0433|---------------------------------------------------------------------|
 OU0433| PID    Reference Object                     Distance      Geod. Az  |
 OU0433|                                                           dddmmss.s |
 OU0433| OU0402 HAY                                 APPROX. 7.3 KM 0971315.6 |
 OU0433|---------------------------------------------------------------------|
 OU0433
 OU0433                          SUPERSEDED SURVEY CONTROL
 OU0433
 OU0433  NAD 83(1986)-  43 50 16.44044(N)    105 32 55.61731(W) AD(       ) 3
 OU0433  NAD 27      -  43 50 16.54425(N)    105 32 53.62672(W) AD(       ) 3
 OU0433  NGVD 29 (07/19/86) 1558.6    (m)         5114.     (f) VERT ANG       
 OU0433
 OU0433.Superseded values are not recommended for survey control.
 OU0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0433.See file dsdata.txt to determine how the superseded data were derived.
 OU0433
 OU0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ5588254016(NAD 83)
 OU0433_MARKER: DD = SURVEY DISK
 OU0433_SETTING: 0 = UNSPECIFIED SETTING
 OU0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0433
 OU0433  HISTORY     - Date     Condition        Report By
 OU0433  HISTORY     - 1955     MONUMENTED       USGS
 OU0433
 OU0433                          STATION DESCRIPTION
 OU0433
 OU0433'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OU0433'STATION IS LOCATED APPROXIMATELY IN THE NW. 1/4 SEC. 32, T 45 N,
 OU0433'R 72 W, ON THE HIGHEST POINT OF A PROMINENT N-S. RIDGE, ABOUT 31.0
 OU0433'MI. (AIRLINE) S. OF GILLETTE AND ABOUT 6.0 MI. NW. OF RENO JUNCTION
 OU0433'(JUNCTION STATE HIGHWAYS 387 AND 59).
 OU0433'
 OU0433'TO REACH THE STATION FROM RENO JUNCTION IN CAMPBELL COUNTY, GO N. 2.7
 OU0433'MI. ALONG STATE HIGHWAY 59 TO RD. W. TO THE HAY CREEK RANCH, TURN
 OU0433'LEFT (W.) 0.65 MI. TO RANCH BUILDINGS, TURN RIGHT AND THEN TAKE THE
 OU0433'LEFT FORK IN RD. JUST TO THE N. OF BUILDINGS, GO GENERALLY NW. FOR
 OU0433'0.5 MI. TO FORK, TAKE RIGHT FORK AND CONTINUE NW. 0.25 MI. TO TRAIL
 OU0433'FORK AND FENCE CORNER, TAKE RIGHT FORK NW. 0.6 MI. TO GATE, CONTINUE
 OU0433'THROUGH GATE 1.9 MI. TO ANOTHER GATE, PASS THROUGH GATE NW. 0.5 MI.
 OU0433'TO FORK, TAKE RIGHT FORK FOLLOWING ALONG TOP OF RIDGE FOR 0.6 MI. TO
 OU0433'THE HIGHEST POINT AND THE STATION ON THE RIGHT.
 OU0433'
 OU0433'STATION MARK--STANDARD USGS TABLET, SET IN THE TOP OF A CONCRETE
 OU0433'POST, PROJECTING ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---WILD 1955---.
 OU0433'
 OU0433'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0664 ***********************************************************************
 MP0664  DESIGNATION -  WILD COW
 MP0664  PID         -  MP0664
 MP0664  STATE/COUNTY-  WY/CARBON
 MP0664  USGS QUAD   -  BLUE GAP (1982)
 MP0664
 MP0664                         *CURRENT SURVEY CONTROL
 MP0664  ___________________________________________________________________
 MP0664* NAD 83(1993)-  41 16 00.75748(N)    107 39 36.66643(W)     ADJUSTED  
 MP0664* NAVD 88     -      2096.1    (meters)    6877.     (feet)  VERTCON   
 MP0664  ___________________________________________________________________
 MP0664  LAPLACE CORR-           9.27  (seconds)                    DEFLEC99
 MP0664  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 MP0664
 MP0664  HORZ ORDER  -  THIRD
 MP0664
 MP0664.The horizontal coordinates were established by classical geodetic methods
 MP0664.and adjusted by the National Geodetic Survey in January 1997..
 MP0664
 MP0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0664
 MP0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0664
 MP0664.The geoid height was determined by GEOID03.
 MP0664
 MP0664;                    North         East     Units Scale Factor Converg.
 MP0664;SPC WYEC     -   185,209.171   372,613.178   MT  0.99994673   -0 12 56.1
 MP0664;UTM  13      - 4,571,796.839   277,168.652   MT  1.00021113   -1 45 19.0
 MP0664
 MP0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0664!SPC WYEC     -   0.99967354  x   0.99994673  =   0.99962029
 MP0664!UTM  13      -   0.99967354  x   1.00021113  =   0.99988461
 MP0664
 MP0664:                Primary Azimuth Mark                     Grid Az
 MP0664:SPC WYEC     -  50 A                                     093 39 02.6
 MP0664:UTM  13      -  50 A                                     095 11 25.5
 MP0664
 MP0664|---------------------------------------------------------------------|
 MP0664| PID    Reference Object                     Distance      Geod. Az  |
 MP0664|                                                           dddmmss.s |
 MP0664| MP0663 50 A                                APPROX.12.9 KM 0932606.5 |
 MP0664|---------------------------------------------------------------------|
 MP0664
 MP0664                          SUPERSEDED SURVEY CONTROL
 MP0664
 MP0664  NAD 83(1986)-  41 16 00.74806(N)    107 39 36.65642(W) AD(       ) 3
 MP0664  NAD 27      -  41 16 00.88685(N)    107 39 34.40725(W) AD(       ) 3
 MP0664  NGVD 29 (07/19/86) 2094.9    (m)         6873.     (f) VERT ANG       
 MP0664
 MP0664.Superseded values are not recommended for survey control.
 MP0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0664.See file dsdata.txt to determine how the superseded data were derived.
 MP0664
 MP0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF7716971797(NAD 83)
 MP0664
 MP0664  HISTORY     - Date     Condition        Report By
 MP0664  HISTORY     - 1956     MONUMENTED       USGS
 MP0664  HISTORY     - 1956     GOOD             USGS
 MP0664
 MP0664                          STATION DESCRIPTION
 MP0664
 MP0664'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 MP0664'STATION IS LOCATED ABOUT 15.5 MI. (AIRLINE) N. OF BAGGS, WYOMING, IN
 MP0664'THE NW. 1/4 OF SEC. 20, R 91 W, T 15 N, ON THE HIGHEST TOP OF A N-S.
 MP0664'RIDGE, ABOUT 1.0 MI. NE. OF THE CONFLUENCE OF WILD COW AND MUDDY
 MP0664'CREEKS.
 MP0664'
 MP0664'TO REACH THE STATION FROM THE POST OFFICE IN BAGGS, WYOMING, PROCEED
 MP0664'N. ALONG WYOMING STATE HIGHWAY 789 21.4 MI. TO GRADED CROSSROADS AT
 MP0664'---DAD---, TURN RIGHT FOR 5.7 MI., BEARING GENERALLY E. AROUND THE N.
 MP0664'END OF A RIDGE TO A RD. FORK, TURN RIGHT, GENERALLY S., 1.1 MI. TO
 MP0664'RD. FORK, CONTINUE ON THE LEFT FORK 1.6 MI. TO BRIDGE OVER COW
 MP0664'CREEK, CONTINUE 0.1 MI. TO DIM TRAIL RIGHT, TURN RIGHT, GENERALLY
 MP0664'W. ALONG THE S. SIDE OF COW CREEK, 0.8 MI. TO TRAIL FORK, TURN LEFT
 MP0664'AND FOLLOW DIM TRAIL 1.9 MI., GENERALLY S., TO THE HIGHEST POINT OF
 MP0664'THE RIDGE AND THE STATION.
 MP0664'
 MP0664'RECOVERED.
 MP0664'
 MP0664'STATION MARK--STANDARD USGS TABLET, CEMENTED IN SANDSTONE ROCK
 MP0664'PROJECTING ABOUT 0.4 FT. ABOVE GROUND, AND STAMPED ---WILD COW
 MP0664'1956---.  NOT PREVIOUSLY STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0587 ***********************************************************************
 PW0587  DESIGNATION -  WILD HORSE
 PW0587  PID         -  PW0587
 PW0587  STATE/COUNTY-  WY/SHERIDAN
 PW0587  USGS QUAD   -  ARVADA NE (1971)
 PW0587
 PW0587                         *CURRENT SURVEY CONTROL
 PW0587  ___________________________________________________________________
 PW0587* NAD 83(1993)-  44 39 24.60764(N)    106 00 02.41741(W)     ADJUSTED  
 PW0587* NAVD 88     -      1324.     (meters)    4344.     (feet)  SCALED    
 PW0587  ___________________________________________________________________
 PW0587  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 PW0587  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 PW0587
 PW0587  HORZ ORDER  -  THIRD
 PW0587
 PW0587.The horizontal coordinates were established by classical geodetic methods
 PW0587.and adjusted by the National Geodetic Survey in January 1997..
 PW0587
 PW0587.The orthometric height was scaled from a topographic map.
 PW0587
 PW0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0587
 PW0587.The geoid height was determined by GEOID03.
 PW0587
 PW0587;                    North         East     Units Scale Factor Converg.
 PW0587;SPC WYEC     -   562,595.463   505,695.015   MT  1.00007483   +0 56 12.3
 PW0587;SPC WY E     -   462,069.810   133,854.121   MT  0.99999128   -0 35 10.4
 PW0587;UTM  13      - 4,945,317.296   420,662.368   MT  0.99967740   -0 42 12.1
 PW0587
 PW0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0587!SPC WYEC     -   0.99979481  x   1.00007483  =   0.99986963
 PW0587!SPC WY E     -   0.99979481  x   0.99999128  =   0.99978610
 PW0587!UTM  13      -   0.99979481  x   0.99967740  =   0.99947228
 PW0587
 PW0587:                Primary Azimuth Mark                     Grid Az
 PW0587:SPC WYEC     -  SAND                                     181 20 05.3
 PW0587:SPC WY E     -  SAND                                     182 51 28.0
 PW0587:UTM  13      -  SAND                                     182 58 29.7
 PW0587
 PW0587|---------------------------------------------------------------------|
 PW0587| PID    Reference Object                     Distance      Geod. Az  |
 PW0587|                                                           dddmmss.s |
 PW0587| PW0583 SAND                                APPROX. 4.1 KM 1821617.6 |
 PW0587|---------------------------------------------------------------------|
 PW0587
 PW0587                          SUPERSEDED SURVEY CONTROL
 PW0587
 PW0587  NAD 83(1986)-  44 39 24.58846(N)    106 00 02.38532(W) AD(       ) 3
 PW0587
 PW0587.Superseded values are not recommended for survey control.
 PW0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0587.See file dsdata.txt to determine how the superseded data were derived.
 PW0587
 PW0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK2066245317(NAD 83)
 PW0587_MARKER: DS = TRIANGULATION STATION DISK
 PW0587_SETTING: 0 = UNSPECIFIED SETTING
 PW0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0587
 PW0587  HISTORY     - Date     Condition        Report By
 PW0587  HISTORY     - 1900     MONUMENTED       USGS
 PW0587
 PW0587                          STATION DESCRIPTION
 PW0587
 PW0587'DESCRIBED BY US GEOLOGICAL SURVEY 1900
 PW0587'STATION LOCATED ABOUT 6.0 MI. NEARLY N. 2 DEGREES E. OF ARVADA AND
 PW0587'ABOUT 5.0 MI. N. 20 DEGREES E. OF LARIAT, ON THREE POINT PEAK
 PW0587'OVERLOOKING WILDHORSE CREEK BETWEEN MIDDLE AND NORTH FORKS OF
 PW0587'WILDHORSE CREEK, CLOSE TO CAMPBELL-SHERIDAN COUNTY LINE.
 PW0587'
 PW0587'STATION MARK--ALUMINUM TRIANGULATION TABLET CEMENTED IN STONE AND
 PW0587'PLACED IN GROUND, LEVEL WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0492 ***********************************************************************
 PW0492  DESIGNATION -  WILDCAT
 PW0492  PID         -  PW0492
 PW0492  STATE/COUNTY-  WY/SHERIDAN
 PW0492  USGS QUAD   -  SHERIDAN (1977)
 PW0492
 PW0492                         *CURRENT SURVEY CONTROL
 PW0492  ___________________________________________________________________
 PW0492* NAD 83(1993)-  44 46 20.37848(N)    106 52 52.38600(W)     ADJUSTED  
 PW0492* NAVD 88     -      1357.7    (meters)    4454.     (feet)  VERTCON   
 PW0492  ___________________________________________________________________
 PW0492  LAPLACE CORR-         -10.81  (seconds)                    DEFLEC99
 PW0492  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 PW0492
 PW0492  HORZ ORDER  -  FIRST
 PW0492
 PW0492.The horizontal coordinates were established by classical geodetic methods
 PW0492.and adjusted by the National Geodetic Survey in January 1997..
 PW0492
 PW0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0492
 PW0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0492
 PW0492.The geoid height was determined by GEOID03.
 PW0492
 PW0492;                    North         East     Units Scale Factor Converg.
 PW0492;SPC WYEC     -   574,664.248   435,786.496   MT  0.99995324   +0 19 06.3
 PW0492;UTM  13      - 4,959,380.760   351,144.958   MT  0.99987248   -1 19 30.6
 PW0492
 PW0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0492!SPC WYEC     -   0.99978927  x   0.99995324  =   0.99974252
 PW0492!UTM  13      -   0.99978927  x   0.99987248  =   0.99966177
 PW0492
 PW0492|---------------------------------------------------------------------|
 PW0492| PID    Reference Object                     Distance      Geod. Az  |
 PW0492|                                                           dddmmss.s |
 PW0492| PW0491 GEORGE                                4.121 METERS 02601     |
 PW0492| PW0588 WILDCAT 2                           170.715 METERS 06307     |
 PW0492| CQ6851 WILDCAT RM 1                          4.576 METERS 09141     |
 PW0492| PW0589 WILDCAT AZ MK                       APPROX. 0.6 KM 0990757.1 |
 PW0492| PW0475 WYOMING POLICE RAD KOF 259 MST      APPROX.21.2 KM 1521028.0 |
 PW0492| PW0476 AIRWAY BCN 28 ENE KEARNEY           APPROX.26.0 KM 1605954.2 |
 PW0492| PW0478 ATT CO RELAY TWR WNW OF BANNER      APPROX.18.6 KM 1902914.9 |
 PW0492| PW0487 RNG SHERIDAN RADIO SHR              APPROX. 5.5 KM 2462748.2 |
 PW0492| PW0490 SHERIDAN WYO GIRLS SCHOOL TANK      APPROX. 7.1 KM 2605843.5 |
 PW0492| PW0485 SHERIDAN HOLLY REFINING STACK       APPROX. 4.9 KM 2832102.4 |
 PW0492| PW0488 SHERIDAN RADIO STA KWYO MAST        APPROX. 8.0 KM 3033327.3 |
 PW0492| PW0486 SHERIDAN FT MACKENZIE HOSP STK      APPROX.10.3 KM 3075621.3 |
 PW0492| CQ6852 WILDCAT RM 2                          5.123 METERS 34706     |
 PW0492|---------------------------------------------------------------------|
 PW0492
 PW0492                          SUPERSEDED SURVEY CONTROL
 PW0492
 PW0492  NAD 83(1986)-  44 46 20.36287(N)    106 52 52.36351(W) AD(       ) 1
 PW0492  NAD 27      -  44 46 20.46040(N)    106 52 50.12940(W) AD(       ) 1
 PW0492  NGVD 29 (07/19/86) 1357.0    (m)         4452.     (f) VERT ANG       
 PW0492
 PW0492.Superseded values are not recommended for survey control.
 PW0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0492.See file dsdata.txt to determine how the superseded data were derived.
 PW0492
 PW0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK5114559381(NAD 83)
 PW0492_MARKER: DD = SURVEY DISK
 PW0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0492_SP_SET: CONCRETE POST
 PW0492_STAMPING: WILDCAT 1957
 PW0492_MARK LOGO: CGS   
 PW0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0492+STABILITY: SURFACE MOTION
 PW0492
 PW0492  HISTORY     - Date     Condition        Report By
 PW0492  HISTORY     - 1957     MONUMENTED       CGS
 PW0492  HISTORY     - 1957     GOOD             CGS
 PW0492  HISTORY     - 1967     GOOD             USGS
 PW0492  HISTORY     - 1968     GOOD             USGS
 PW0492  HISTORY     - 19831020 GOOD             NGS
 PW0492
 PW0492                          STATION DESCRIPTION
 PW0492
 PW0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0492'STATION IS ABOUT 4 MILES EAST AND 2 MILES SOUTH OF SHERIDAN,
 PW0492'ON ONE OF A SERIES OF HILLS LYING BETWEEN WILDCAT CREEK
 PW0492'TO THE EAST AND PRAIRIE DOG CREEK TO THE WEST, IN NORTH HALF
 PW0492'OF SECTION 5, T. 55 N., R. 53 W., ON STATE OWNED LAND LEASED
 PW0492'BY MR. DAVE FIELDS, WHO LIVES ABOUT 3/4 MILE WEST OF STATION.
 PW0492'
 PW0492'TO REACH FROM THE F.O.E. BUILDING IN SHERIDAN, GO EAST ON 5TH
 PW0492'STREET AND FOLLOW SURFACED ROAD EASTERLY FOR 1.95 MILES TO FORK,
 PW0492'KEEP RIGHT FORK AND FOLLOW GRAVEL ROAD EASTERLY FOR 2 MILES
 PW0492'TO FORK AND LARGE IRON HOOP AND BARREL ON LEFT, KEEP RIGHT FORK
 PW0492'AND GO EASTERLY FOR 1.8 MILES TO FORK AND SMALL SIGN LUCKY 7
 PW0492'4-H, KEEP RIGHT FORK AND FOLLOW GRAVEL ROAD SOUTHERLY FOR 3.3
 PW0492'MILES TO FORK WHERE MAIN TRAVELED ROAD TURNS LEFT, KEEP RIGHT
 PW0492'FORK AND GO 0.1 MILE TO CATTLEGUARD, CROSS CATTLEGUARD AND
 PW0492'CONTINUE FOR 0.15 MILE TO GATE ON RIGHT, TURN RIGHT, WEST, THROUGH
 PW0492'GATE AND FOLLOW TRACK ROAD WESTERLY FOR 0.55 MILE TO SMALL HOUSE
 PW0492'ON LEFT.  CONTINUE 0.1 MILE TO FORK, TAKE RIGHT FORK AND GO
 PW0492'WESTERLY ON WINDING TRACK ROAD FOR 0.85 MILE TO GATE, PASS
 PW0492'THROUGH GATE AND CONTINUE 0.1 MILE, THEN LEFT DOWN SIDE OF
 PW0492'RIDGE AND FOLLOW NORTH SIDE OF FENCELINE WESTERLY 0.5 MILE TO
 PW0492'GATE ON LEFT, TURN LEFT THROUGH GATE, THEN RIGHT AND
 PW0492'FOLLOW SOUTH SIDE OF FENCELINE WESTERLY 0.1 MILE, THEN
 PW0492'BEAR LEFT AND GO SOUTHERLY ACROSS PRAIRIE ON DIM TRACK ROAD 0.4
 PW0492'MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE IN A WESTERLY
 PW0492'DIRECTION ALONG RIDGE 0.35 MILE TO END OF TRUCK TRAVEL AT EAST
 PW0492'BASE OF HILL.  PACK WESTERLY APPROXIMATELY 150 YARDS TO TOP OF
 PW0492'HILL AND STATION.
 PW0492'
 PW0492'STATION MARKS ARE STANDARD DISKS, STAMPED WILDCAT 1957.  SURFACE
 PW0492'MARK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 PW0492'PROJECTS 1 INCH.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 PW0492'MASS OF CONCRETE 30 INCHES BELOW GROUND SURFACE.  NO WHITE WITNESS
 PW0492'POST WAS SET.
 PW0492'
 PW0492'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WILDCAT NO 1 1957.
 PW0492'THE MARK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 PW0492'WHICH PROJECTS 1 INCH.
 PW0492'
 PW0492'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WILDCAT NO 2 1957.
 PW0492'THE MARK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 PW0492'WHICH PROJECTS 2 INCHES.
 PW0492'
 PW0492'AZIMUTH MARK IS A STANDARD DISK, STAMPED WILDCAT 1957.  THE
 PW0492'MARK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 PW0492'PROJECTS 3 INCHES.  IT IS 47 FEET NORTH OF THE CENTER OF TRACK
 PW0492'ROAD.  A WHITE WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 PW0492'
 PW0492'U.S. GEOLOGICAL SURVEY TRIANGULATION STATION (GEORGE) IS A BRONZE
 PW0492'BENCH MARK CAP BRADED TO THE TOP OF A 3 INCH IRON PIPE WHICH
 PW0492'PROJECTS 22 INCHES.  THE MARK IS NOT STAMPED.
 PW0492
 PW0492                          STATION RECOVERY (1957)
 PW0492
 PW0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 PW0492'RECOVERED IN GOOD CONDITION.
 PW0492
 PW0492                          STATION RECOVERY (1967)
 PW0492
 PW0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JES)
 PW0492'FROM FLOUR MILL IN SHERIDAN TAKE HWY. 14 SE. 1.4 MILES TO GRAVEL
 PW0492'ROAD E., THENCE E. 0.9 MILES TO ROAD FORK, THENCE TAKE RIGHT FORK
 PW0492'0.2 MILES TO RANCH HOUSE, THENCE E. THRU CORRALS 0.4 MILES TO
 PW0492'DITCH, THENCE AFTER CROSSING DITCH TURN RIGHT AND GO 0.6 MILES
 PW0492'S. THEN E TO ROAD FORK, THENCE TAKE LEFT FORK 0.8 MILES ALONG
 PW0492'ROAD TO SADDLE, THENCE LEAVING ROAD TURN SHARP LEFT (W) AND GO
 PW0492'0.2 MILES ALONG RIDGE TO TOP OF HILL.  STANDARD TABLET SET IN
 PW0492'CONCRETE POST.
 PW0492
 PW0492                          STATION RECOVERY (1968)
 PW0492
 PW0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 PW0492'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF 12 IN. SQUARE
 PW0492'CONCRETE POST, PROJECTING 0.1 FT., STAMPED ---WILDCAT 1957---.
 PW0492
 PW0492                          STATION RECOVERY (1983)
 PW0492
 PW0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0492'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 PW0492'RECOVERED IN GOOD CONDITION.  STATION --GEORGE USGS--WAS ALSO
 PW0492'RECOVERED ON THE HILL.  DUE TO PROPOSED CONSTRUCTION OF A MICROWAVE
 PW0492'SITE, THIS STATION WAS MOVED TO THE NORTHEAST, OFF THE HILL.  ALL
 PW0492'MARKS WERE LEFT IN PLACE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0493 ***********************************************************************
 PV0493  DESIGNATION -  WILDCAT
 PV0493  PID         -  PV0493
 PV0493  STATE/COUNTY-  WY/CROOK
 PV0493  USGS QUAD   -  SHELDON CREEK (1984)
 PV0493
 PV0493                         *CURRENT SURVEY CONTROL
 PV0493  ___________________________________________________________________
 PV0493* NAD 83(1993)-  44 14 20.86035(N)    104 29 58.96584(W)     ADJUSTED  
 PV0493* NAVD 88     -      1506.0    (meters)    4941.     (feet)  VERTCON   
 PV0493  ___________________________________________________________________
 PV0493  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 PV0493  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 PV0493
 PV0493  HORZ ORDER  -  THIRD
 PV0493
 PV0493.The horizontal coordinates were established by classical geodetic methods
 PV0493.and adjusted by the National Geodetic Survey in January 1997..
 PV0493
 PV0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0493
 PV0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0493
 PV0493.The geoid height was determined by GEOID03.
 PV0493
 PV0493;                    North         East     Units Scale Factor Converg.
 PV0493;SPC WY E     -   415,534.583   253,275.221   MT  0.99997239   +0 27 55.1
 PV0493;UTM  13      - 4,898,554.484   539,948.653   MT  0.99961963   +0 20 56.5
 PV0493
 PV0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0493!SPC WY E     -   0.99976606  x   0.99997239  =   0.99973846
 PV0493!UTM  13      -   0.99976606  x   0.99961963  =   0.99938578
 PV0493
 PV0493:                Primary Azimuth Mark                     Grid Az
 PV0493:SPC WY E     -  MASON                                    195 12 37.4
 PV0493:UTM  13      -  MASON                                    195 19 36.0
 PV0493
 PV0493|---------------------------------------------------------------------|
 PV0493| PID    Reference Object                     Distance      Geod. Az  |
 PV0493|                                                           dddmmss.s |
 PV0493| PV0508 MASON                               APPROX.10.4 KM 1954032.5 |
 PV0493|---------------------------------------------------------------------|
 PV0493
 PV0493                          SUPERSEDED SURVEY CONTROL
 PV0493
 PV0493  NAD 83(1986)-  44 14 20.85428(N)    104 29 58.96176(W) AD(       ) 3
 PV0493  NAD 27      -  44 14 20.91826(N)    104 29 57.12310(W) AD(       ) 3
 PV0493  NGVD 29 (07/19/86) 1505.4    (m)         4939.     (f) VERT ANG       
 PV0493
 PV0493.Superseded values are not recommended for survey control.
 PV0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0493.See file dsdata.txt to determine how the superseded data were derived.
 PV0493
 PV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ3994998554(NAD 83)
 PV0493_MARKER: DD = SURVEY DISK
 PV0493_SETTING: 0 = UNSPECIFIED SETTING
 PV0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0493
 PV0493  HISTORY     - Date     Condition        Report By
 PV0493  HISTORY     - 1955     MONUMENTED       USGS
 PV0493
 PV0493                          STATION DESCRIPTION
 PV0493
 PV0493'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PV0493'STATION IS LOCATED ABOUT 12.0 MI. (AIRLINE) NE. OF UPTON, IN A LARGE
 PV0493'CLEARING ON TOP OF A LOW TIMBERED, GRASS COVERED E-W. RIDGE WHICH LIES
 PV0493'JUST N. OF WILDCAT CANYON, STATION IS NEAR THE W. END OF THE RIDGE AND
 PV0493'ABOUT 20 FT. LOWER THAN THE HIGHEST POINT, IN CROOK COUNTY.
 PV0493'
 PV0493'TO REACH FROM UPTON, GO N. 5.2 MI. ON STATE HIGHWAY 116 TO CURVE IN
 PV0493'HIGHWAY, TURN LEFT (N.) AND FOLLOW DIRT RD. FOR 3.9 MI. TO T-RD. E.,
 PV0493'TURN RIGHT (E.) AND CONTINUE ON RD. FOR 2.4 MI. TO FIELD RD. SE., TURN
 PV0493'RIGHT (SE.) AND FOLLOW FIELD RD. FOR 2.5 MI. TO CLEARING ON LEFT HAND
 PV0493'SIDE OF RD. AND STATION.
 PV0493'
 PV0493'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.1
 PV0493'FT. ABOVE THE GROUND, STAMPED ---WILDCAT 1955---.
 PV0493'
 PV0493'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0588 ***********************************************************************
 PW0588  DESIGNATION -  WILDCAT 2
 PW0588  PID         -  PW0588
 PW0588  STATE/COUNTY-  WY/SHERIDAN
 PW0588  USGS QUAD   -  SHERIDAN (1977)
 PW0588
 PW0588                         *CURRENT SURVEY CONTROL
 PW0588  ___________________________________________________________________
 PW0588* NAD 83(1993)-  44 46 22.87981(N)    106 52 45.46160(W)     ADJUSTED  
 PW0588* NAVD 88     -      1339.4    (meters)    4394.     (feet)  VERTCON   
 PW0588  ___________________________________________________________________
 PW0588  LAPLACE CORR-         -10.79  (seconds)                    DEFLEC99
 PW0588  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 PW0588
 PW0588  HORZ ORDER  -  THIRD
 PW0588
 PW0588.The horizontal coordinates were established by classical geodetic methods
 PW0588.and adjusted by the National Geodetic Survey in January 1997..
 PW0588
 PW0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0588
 PW0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0588
 PW0588.The geoid height was determined by GEOID03.
 PW0588
 PW0588;                    North         East     Units Scale Factor Converg.
 PW0588;SPC WYEC     -   574,742.304   435,938.312   MT  0.99995338   +0 19 11.2
 PW0588;UTM  13      - 4,959,454.423   351,298.938   MT  0.99987191   -1 19 25.8
 PW0588
 PW0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0588!SPC WYEC     -   0.99979215  x   0.99995338  =   0.99974554
 PW0588!UTM  13      -   0.99979215  x   0.99987191  =   0.99966408
 PW0588
 PW0588:                Primary Azimuth Mark                     Grid Az
 PW0588:SPC WYEC     -  WILDCAT AZ MK                            110 20 30.2
 PW0588:UTM  13      -  WILDCAT AZ MK                            111 59 07.2
 PW0588
 PW0588|---------------------------------------------------------------------|
 PW0588| PID    Reference Object                     Distance      Geod. Az  |
 PW0588|                                                           dddmmss.s |
 PW0588| PW0589 WILDCAT AZ MK                       APPROX. 0.5 KM 1103941.4 |
 PW0588| PW0590 WILDCAT 2 RM 3                        9.547 METERS 23638     |
 PW0588| PW0492 WILDCAT                             170.715 METERS 24307     |
 PW0588| PW0591 WILDCAT 2 RM 4                        9.301 METERS 34153     |
 PW0588|---------------------------------------------------------------------|
 PW0588
 PW0588                          SUPERSEDED SURVEY CONTROL
 PW0588
 PW0588  NAD 83(1986)-  44 46 22.86423(N)    106 52 45.43907(W) AD(       ) 3
 PW0588  NGVD 29 (08/23/90) 1338.7    (m)         4392.     (f) VERT ANG       
 PW0588
 PW0588.Superseded values are not recommended for survey control.
 PW0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0588.See file dsdata.txt to determine how the superseded data were derived.
 PW0588
 PW0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK5129959454(NAD 83)
 PW0588_MARKER: DD = SURVEY DISK
 PW0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0588_SP_SET: CONCRETE POST
 PW0588_STAMPING: WILDCAT 2 1983
 PW0588_MARK LOGO: NGS   
 PW0588_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0588+STABILITY: SURFACE MOTION
 PW0588
 PW0588  HISTORY     - Date     Condition        Report By
 PW0588  HISTORY     - 1983     MONUMENTED       NGS
 PW0588
 PW0588                          STATION DESCRIPTION
 PW0588
 PW0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PW0588'THE STATION MARK, REFERENCE MARK 3 AND 4 WERE SET AT THIS TIME.  THE
 PW0588'OLD AZIMUTH MARK WAS USED FOR THIS STATION.  THIS STATION WAS
 PW0588'ESTABLISHED DUE TO THE FUTURE CONSTRUCTION OF A MICROWAVE STATION.
 PW0588'THE STATION IS LOCATED ABOUT  6.4 KM (4.00 MI) EAST AND 3.2 KM
 PW0588'(2.00 MI) SOUTH OF SHERIDAN, ON ONE OF A SERIES OF HILLS LYING BETWEEN
 PW0588'WILDCAT CREEK TO THE EAST AND PRAIRIE DOG CREEK TO THE WEST, IN THE
 PW0588'NORTH HALF OF SECTION 5, T 55 N,R 35 W, ON STATE OWNED LAND LEASED BY
 PW0588'MR. TONY BELUS, WHO LIVES ABOUT 1.2 KM (0.75 MI) WEST OF THE STATION
 PW0588'OWNERSHIP---THE STATE OF WYOMING, STATE LAND COMMISSIONER, MR. OSCAR
 PW0588'SWAN.  TELEPHONE---307-777-7331.
 PW0588'TO REACH THE STATION FROM THE CENTER OF THE UNDERPASS OF INTERSTATE 90
 PW0588'AND U.S. HIGHWAY 14, GO EAST FOR 1.8 KM (1.10 MI) TO A DIRT SIDE
 PW0588'ROADLEFT, SHERIDAN COUNTY ROAD 139.  TURN LEFT, NORTHEAST, FOR 0.8 KM
 PW0588'(0.50 MI) TO A CROSSROAD.  CONTINUE AHEAD, OVER A CATTLE GUARD FOR 0.6
 PW0588'KM (0.35 MI) TO A FORK.  TAKE RIGHT FORK FOR .20 KM (0.10 MI) TO A
 PW0588'CATTLE GUARD AND A FARM.  CROSS THE CATTLE GUARD AND TURN LEFT ON A
 PW0588'DIM TRACK ROAD FOR 0.2 KM (0.10 MI) TO A GATE JUST NORTH OF A BARN.
 PW0588'PASS THROUGH THE GATE AND FOLLOW TRACK ROAD FOR 1.6 KM (1.00 MI) TO A
 PW0588'FORK.  TAKE LEFT FORK, NORTHEAST, UPHILL, FOR 1.2 KM (0.75 MI) TO THE
 PW0588'TOP OF A RISE AND DIM TRACK ROAD LEFT.  TURN LEFT, UPHILL, FOR 0.2 KM
 PW0588'(0.10 MI) TO THE STATION ON THE RIGHT.
 PW0588'THE STATION IS LOCATED 18.0 M (59.1 FT) WEST FROM THE CENTER OF A
 PW0588'TRACK ROAD TO THE MICROWAVE STATION, 11.6 M (38.1 FT) SOUTH OF AN
 PW0588'EAST-WEST BARBED WIRE FENCE AND 1.2 M (3.9 FT) EAST SOUTH EAST OF A
 PW0588'METAL WITNESS POST WITH SIGN.
 PW0588'THE STATION IS SET INTO A ROUND CONCRETE MONUMENT .30 M (1.0 FT) IN
 PW0588'DIAMETER AND FLUSH WITH THE GROUND.
 PW0588'THE UNDERGROUND MARK IS 1.0 M (3.3 FT) BELOW THE SURFACE
 PW0588'REFERENCE MARK 3 IS A STANDARD NGS DISK, STAMPED WILDCAT 2 NO 3 1983,
 PW0588'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT .30 M (1.0 FT) IN
 PW0588'DIAMETER AND FLUSH WITH THE GROUND.
 PW0588'THE MARK IS LOCATED 18.9 M (62.0 FT) W OF THE CENTER OF A TRACK ROAD
 PW0588'TO THE MICROWAVE SITE, 17.4 SOUTH OF AN EAST-WEST BARBED WIRE FENCE,
 PW0588'9.1 M (29.9 FT), SOUTH WEST OF A METAL WITNESS POST WITH SIGN AND 0.3
 PW0588'M (1.0 FT) HIGHER THAN THE STATION.
 PW0588'REFERENCE MARK 4 IS A STANDARD NGS DISK STAMPED WILDCAT 2 NO 4 1983
 PW0588'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT .30 M (1.0 FT) IN
 PW0588'DIAMETER, FLUSH WITH THE GROUND.
 PW0588'THE MARK IS LOCATED 27.4 M (89.9 FT) WEST OF THE CENTER OF A TRACK
 PW0588'ROAD TO THE MICROWAVE SITE, 10.2 M (33.5 FT) NORTH WEST OA METAL
 PW0588'WITNESS POST WITH A SIGN, 29.0 M (95.1 FT) SOUTH OF AN EAST-WEST
 PW0588'BARBED WIRE FENCE AND .6 M (2.0 FT) LOWER THAN THE STATION.
 PW0588'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED WILDCAT 1957 SET INTO
 PW0588'THE TOP OF A SQUARE CONCRETE MONUMENT .34 M (1.1 FT) ) IN DIAMETER,
 PW0588'PROJECTING .10 M (0.3 FT) ABOVE THE GROUND.  THE AZIMUTH MARK IS IN A
 PW0588'SADDLE EAST OF THE STATION.
 PW0588'THE MARK IS LOCATED 13.7 M (44.9 FT) NORTH OF THE CENTER LINE OF A
 PW0588'DIRT ROAD. 1.1 M (3.6 FT) NORTH OF A METAL WITNESS SIGN, AND .5 M
 PW0588'(1.6 FT) WEST OF A WOODEN WITNESS POST.
 PW0588'TO REACH THE THE AZIMUTH MARK FROM THE STATION MARK, GO EASTERLY FOR
 PW0588'.2 KM (0.10 MI) TO THE MAIN DIRT ROAD. TURN LEFT, EAST FOR .4 KM
 PW0588'(0.25 MI) TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0589 ***********************************************************************
 PW0589  DESIGNATION -  WILDCAT AZ MK
 PW0589  PID         -  PW0589
 PW0589  STATE/COUNTY-  WY/SHERIDAN
 PW0589  USGS QUAD   -  WYARNO (1977)
 PW0589
 PW0589                         *CURRENT SURVEY CONTROL
 PW0589  ___________________________________________________________________
 PW0589* NAD 83(1993)-  44 46 17.13645(N)    106 52 24.08281(W)     ADJUSTED  
 PW0589* NAVD 88     -      1330.6    (meters)    4365.     (feet)  VERTCON   
 PW0589  ___________________________________________________________________
 PW0589  LAPLACE CORR-         -10.84  (seconds)                    DEFLEC99
 PW0589  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 PW0589
 PW0589  HORZ ORDER  -  THIRD
 PW0589
 PW0589.The horizontal coordinates were established by classical geodetic methods
 PW0589.and adjusted by the National Geodetic Survey in January 1997..
 PW0589
 PW0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0589
 PW0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0589
 PW0589.The geoid height was determined by GEOID03.
 PW0589
 PW0589;                    North         East     Units Scale Factor Converg.
 PW0589;SPC WYEC     -   574,567.665   436,409.367   MT  0.99995380   +0 19 26.2
 PW0589;UTM  13      - 4,959,266.361   351,764.751   MT  0.99987021   -1 19 10.6
 PW0589
 PW0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0589!SPC WYEC     -   0.99979353  x   0.99995380  =   0.99974734
 PW0589!UTM  13      -   0.99979353  x   0.99987021  =   0.99966376
 PW0589
 PW0589:                Primary Azimuth Mark                     Grid Az
 PW0589:SPC WYEC     -  WILDCAT 2                                290 20 30.3
 PW0589:UTM  13      -  WILDCAT 2                                291 59 07.1
 PW0589
 PW0589|---------------------------------------------------------------------|
 PW0589| PID    Reference Object                     Distance      Geod. Az  |
 PW0589|                                                           dddmmss.s |
 PW0589| PW0588 WILDCAT 2                           APPROX. 0.5 KM 2903956.5 |
 PW0589|---------------------------------------------------------------------|
 PW0589
 PW0589                          SUPERSEDED SURVEY CONTROL
 PW0589
 PW0589  NAD 83(1986)-  44 46 17.12090(N)    106 52 24.06025(W) AD(       ) 3
 PW0589  NGVD 29 (08/23/90) 1329.9    (m)         4363.     (f) VERT ANG       
 PW0589
 PW0589.Superseded values are not recommended for survey control.
 PW0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0589.See file dsdata.txt to determine how the superseded data were derived.
 PW0589
 PW0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK5176559266(NAD 83)
 PW0589_MARKER: DZ = AZIMUTH MARK DISK
 PW0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0589_SP_SET: CONCRETE POST
 PW0589_STAMPING: WILDCAT 1957
 PW0589_MARK LOGO: CGS   
 PW0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0589+STABILITY: SURFACE MOTION
 PW0589
 PW0589  HISTORY     - Date     Condition        Report By
 PW0589  HISTORY     - 1957     MONUMENTED       CGS
 PW0589  HISTORY     - 19831020 GOOD             NGS
 PW0589
 PW0589                          STATION DESCRIPTION
 PW0589
 PW0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PW0589'THE AZIMUTH WAS POSITIONED FROM STATION ---WILDCAT 1957---. THIS MARK
 PW0589'WAS USED AS AN AZIMUTH MARK FOR STATION---WILDCAT 2 1983---.
 PW0589'TO REACH THE AZIMUTH MARK FROM THE CENTER OF THE UNDERPASS OF
 PW0589'INTERSTATE 90 AND U.S. HIGHWAY 14, GO EAST FOR 1.8 KM (1.10 MI) TO A
 PW0589'DIRT SIDE ROAD LEFT, SHERIDAN COUNTY ROAD 139.  TURN LEFT, NORTH EAST,
 PW0589'FOR 0.8 KM (0.50 MI) TO A CROSSROAD.  CONTINUE AHEAD, OVER A CATTLE
 PW0589'GUARD FOR 0.6 KM (0.35 MI) TO A FORK.  TAKE RIGHT FORK FOR 0.2 KM
 PW0589'(0.10 MI) TO A CATTLE GUARD AND A FARM.  CROSS THE CATTLE GUARD AND
 PW0589'TURN LEFT ON A DIM TRACK ROAD FOR 0.2 KM (0.10 MI) TO A GATE JUST
 PW0589'NORTH OF A BARN.  PASS THROUGH THE GATE AND FOLLOW TRACK ROAD FOR 1.6
 PW0589'KM (1.00 MI) TO A FORK.  TAKE LEFT FORK, NORTHEAST, UPHILL, FOR 1.2 KM
 PW0589'(0.75 MI) TO THE TOP OF A RISE AND A DIM TRACK ROAD LEFT.  CONTINUE
 PW0589'AHEAD FOR 0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE LEFT.
 PW0589'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--- WILDCAT 1957---.
 PW0589'IT IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT .34 M (1.1 FT) ON
 PW0589'A SIDE, PROJECTING .10 M (0.3 FT) ABOVE THE GROUND.  THE MARK IS IN A
 PW0589'SADDLE EAST OF THE STATION MARK.
 PW0589'THE MARK IS 13.7 M (44.9 FT) NORTH FROM THE CENTER OF A DIRT ROAD, 1.1
 PW0589'M (3.6 FT) NORTH FROM A METAL WITNESS POST WITH A SIGN, AND .5 M
 PW0589'(1.6 FT) WEST FROM A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0617 ***********************************************************************
 MP0617  DESIGNATION -  WILDHORSE
 MP0617  PID         -  MP0617
 MP0617  STATE/COUNTY-  WY/CARBON
 MP0617  USGS QUAD   -  RAWLINS NW (1981)
 MP0617
 MP0617                         *CURRENT SURVEY CONTROL
 MP0617  ___________________________________________________________________
 MP0617* NAD 83(1993)-  41 55 20.44626(N)    107 07 37.20487(W)     ADJUSTED  
 MP0617* NAVD 88     -      2396.6    (meters)    7863.     (feet)  VERTCON   
 MP0617  ___________________________________________________________________
 MP0617  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 MP0617  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 MP0617
 MP0617  HORZ ORDER  -  SECOND
 MP0617
 MP0617.The horizontal coordinates were established by classical geodetic methods
 MP0617.and adjusted by the National Geodetic Survey in January 1997..
 MP0617
 MP0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0617
 MP0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0617
 MP0617.The geoid height was determined by GEOID03.
 MP0617
 MP0617;                    North         East     Units Scale Factor Converg.
 MP0617;SPC WYEC     -   257,973.639   417,114.464   MT  0.99994110   +0 08 16.3
 MP0617;UTM  13      - 4,643,342.261   323,628.383   MT  0.99998279   -1 25 17.3
 MP0617
 MP0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0617!SPC WYEC     -   0.99962641  x   0.99994110  =   0.99956753
 MP0617!UTM  13      -   0.99962641  x   0.99998279  =   0.99960920
 MP0617
 MP0617:                Primary Azimuth Mark                     Grid Az
 MP0617:SPC WYEC     -  WILDHORSE AZ MK                          117 09 37.7
 MP0617:UTM  13      -  WILDHORSE AZ MK                          118 43 11.3
 MP0617
 MP0617|---------------------------------------------------------------------|
 MP0617| PID    Reference Object                     Distance      Geod. Az  |
 MP0617|                                                           dddmmss.s |
 MP0617| CP6036 WILDHORSE AZ MK                                    1171754.0 |
 MP0617| MP0608 SALT LAKE CITY OMAHA AWY BN 27      APPROX.14.4 KM 1573051.0 |
 MP0617| MP0606 SINCLAIR REFINERY C OF 3 STKS       APPROX.15.9 KM 1744556.6 |
 MP0617| MP0605 SINCLAIR WATER TANK                 APPROX.16.0 KM 1750646.6 |
 MP0617| CP6037 WILDHORSE RM 1                       14.054 METERS 20529     |
 MP0617| MP0612 RAWLINS WATER TANK                  APPROX.17.2 KM 2134908.8 |
 MP0617| MP0611 SALT LAKE CITY OMAHA AWY BN 26      APPROX.18.3 KM 2135141.2 |
 MP0617| CP6038 WILDHORSE RM 2                       10.967 METERS 24800     |
 MP0617|---------------------------------------------------------------------|
 MP0617
 MP0617                          SUPERSEDED SURVEY CONTROL
 MP0617
 MP0617  NAD 83(1986)-  41 55 20.43378(N)    107 07 37.19684(W) AD(       ) 2
 MP0617  NAD 27      -  41 55 20.58600(N)    107 07 35.02100(W) AD(       ) 2
 MP0617  NGVD 29 (10/23/89) 2395.4    (m)         7859.     (f) VERT ANG       
 MP0617
 MP0617.Superseded values are not recommended for survey control.
 MP0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0617.See file dsdata.txt to determine how the superseded data were derived.
 MP0617
 MP0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG2362843342(NAD 83)
 MP0617_MARKER: DD = SURVEY DISK
 MP0617_SETTING: 0 = UNSPECIFIED SETTING
 MP0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0617
 MP0617  HISTORY     - Date     Condition        Report By
 MP0617  HISTORY     - 1948     MONUMENTED       USGS
 MP0617  HISTORY     - 1951     GOOD             USGS
 MP0617  HISTORY     - 1955     GOOD             USGS
 MP0617
 MP0617                          STATION DESCRIPTION
 MP0617
 MP0617'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (DHK)
 MP0617'STATION LOCATED IN T. 23 N., R. 86 W., SEC. 32, ON HIGHEST
 MP0617'POINT OF WHAT IS LOCALLY KNOWN AS HAY STACK MOUNTAIN.  THE
 MP0617'MOUNTAIN HAS STEEP SLOPES ON THE WEST, BUT SLOPES GENTLY TO
 MP0617'THE EAST.  STATION IS ABOUT 10 MILES AIR LINE NORTH-NORTHWEST
 MP0617'OF SINCLAIR AND 7 FEET EAST OF A LARGE CAIRN.  MARK IS A
 MP0617'U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A SANDSTONE BLOCK
 MP0617'BURIED IN THE GROUND, PROJECTS 5 INCHES, AND NOT STAMPED.
 MP0617'
 MP0617'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER THAN STATION,
 MP0617'PROJECTS 4 INCHES, AND STAMPED, WILDHORSE NO 1 1948.
 MP0617'
 MP0617'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN STATION, 15
 MP0617'FEET WEST OF CAIRN, PROJECTS 3 INCHES, AND STAMPED, WILDHORSE
 MP0617'NO 2 1948.
 MP0617'
 MP0617'AZIMUTH MARK IS ON NORTH SLOPE OF LONG EAST-WEST RIDGE, ABOUT
 MP0617'50 YARDS NORTH OF CREST OF RIDGE, SET IN 10 BY 12 FOOT BOULDER,
 MP0617'PROJECTS 4 FEET, AND STAMPED, WILDHORSE 1948.
 MP0617'
 MP0617'TO REACH FROM THE SINCLAIR HOTEL IN SINCLAIR, GO WEST ON
 MP0617'U.S. HIGHWAY 30 FOR THREE BLOCKS TO 7TH ST.  TURN RIGHT, NORTH,
 MP0617'ON 7TH ST. AND GO 0.3 MILE TO A CATTLE GUARD AND CROSSROAD.
 MP0617'TAKE GRADED ROAD NORTHEAST AND FOLLOW MAIN ROAD FOR 3.3 MILES
 MP0617'TO FORK AND SIGN, SEMINOE DAM 34 KORTES DAM 45.  TAKE RIGHT
 MP0617'FORK, AS PER SIGN, AND GO 7.4 MILES TO A SMALL WOODEN BRIDGE
 MP0617'AND OLD CABIN ON RIGHT.  CONTINUE NORTH ON GRADED ROAD FOR
 MP0617'1.9 MILE TO TOP OF SLIGHT RIDGE, A POWERLINE ON RIGHT THAT
 MP0617'IS GUYED FOUR WAYS, AND A DIM TRACK ROAD ON LEFT.  TURN LEFT
 MP0617'ONTO TRACK ROAD AND GO 1.0 MILE TO FORK.  TAKE LEFT FORK,
 MP0617'TRACKS VERY DIM IN PLACES, AND GO 1.4 MILE TO END OF TRUCK
 MP0617'TRAVEL.  PACK WEST UP DRAW FOR A WAYS, THEN PICK WAY UP TO
 MP0617'TOP OF RIDGE ON LEFT AND FOLLOW ALONG RIDGE TO AZIMUTH
 MP0617'MARK AS DESCRIBED ABOVE.  CONTINUE ALONG RIDGE THAT SWINGS
 MP0617'TO NORTHWEST AND PACK TO HIGHEST POINT AND STATION AS
 MP0617'DESCRIBED ABOVE.  A 1-1/2 HOUR PACK.
 MP0617'
 MP0617'NOTE--A FOUR WHEEL DRIVE VEHICLE CAN BE DRIVEN TO STATION BY
 MP0617'PICKING WAY IN ABOUT THE SAME WAY AS IS GIVEN ABOVE TO PACK.
 MP0617
 MP0617                          STATION RECOVERY (1951)
 MP0617
 MP0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (KBM)
 MP0617'RECOVERED AS DESCRIBED BY K.B. MILLER -USGS- 1951 WITH THE EXCEPTION
 MP0617'OF THE FOLOWING ROUTE CHANGES, AFTER GOING FROM SMALL WOODEN BRIDGE
 MP0617'FOR 1.9 MI. TO TOP OF SMALL RIDGE, CONTINUE FOR 0.1 MI. TO TRACK RD.
 MP0617'ON LEFT, TURN LEFT AND FOLLOW THIS RD. UP BROAD VALLEY FOR 0.9 MI. TO
 MP0617'Y-FORK, TAKE RIGHT FORK AND TRAVEL 0.5 MI. TO DIM T-FORK, TURN RIGHT
 MP0617'AND PROCEED ON WINDING RD. FOR 0.5 MI. TO A Y-FORK, THENCE FOLLOW A
 MP0617'JEEP RD. FOR 3.3 MI. IN A GENERAL WESTERLY DIRECTION TO END OF RD.,
 MP0617'CONTINUE IN A GENERAL W. DIRECTION ON A DIM ROUGH TRAIL FOR 1.4 MI. TO
 MP0617'A TOP. TURN LEFT AND PROCEED ALONG TOP OF RIM INTO A SADDLE AND UP TO
 MP0617'HIGHEST POINT AND STATION.
 MP0617'
 MP0617'STATION MARK - USGS BENCH MARK SET IN SANDSTONE BLOCK BURIED IN THE
 MP0617'GROUND.
 MP0617
 MP0617                          STATION RECOVERY (1955)
 MP0617
 MP0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 MP0617'AFTER GOING FROM SMALL WOODEN BRIDGE FOR 1.9 MILES TO TOP OF
 MP0617'SMALL RIDGE, CONTINUE FOR 0.1 MILE TO TRACK ROAD ON LEFT.
 MP0617'TURN LEFT AND FOLLOW THIS ROAD UP BROAD VALLEY FOR 0.9 MILE
 MP0617'TO Y-FORK.  TAKE RIGHT FORK AND TRAVEL 0.5 MILE TO DIM T-FORK.
 MP0617'TURN RIGHT AND PROCEED ON WINDING ROAD FOR 0.5 MILE TO A
 MP0617'Y-FORK.  THENCE FOLLOW A JEEP ROAD FOR 3.3 MILES IN A GENERAL
 MP0617'WESTERLY DIRECTION TO END OF ROAD.  CONTINUE IN A GENERAL
 MP0617'WEST DIRECTION ON A DIM ROUGH TRAIL FOR 1.4 MILE TO A TOP.
 MP0617'TURN LEFT AND PROCEED ALONG TOP OF RIM INTO A SADDLE AND UP
 MP0617'TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0387 ***********************************************************************
 PX0387  DESIGNATION -  WILEY
 PX0387  PID         -  PX0387
 PX0387  STATE/COUNTY-  WY/PARK
 PX0387  USGS QUAD   -  OREGON BASIN (1985)
 PX0387
 PX0387                         *CURRENT SURVEY CONTROL
 PX0387  ___________________________________________________________________
 PX0387* NAD 83(1993)-  44 26 09.38855(N)    108 57 21.17421(W)     ADJUSTED  
 PX0387* NAVD 88     -      1823.2    (meters)    5982.     (feet)  VERTCON   
 PX0387  ___________________________________________________________________
 PX0387  LAPLACE CORR-         -14.30  (seconds)                    DEFLEC99
 PX0387  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 PX0387
 PX0387  HORZ ORDER  -  THIRD
 PX0387
 PX0387.The horizontal coordinates were established by classical geodetic methods
 PX0387.and adjusted by the National Geodetic Survey in January 1997..
 PX0387
 PX0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0387
 PX0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0387
 PX0387.The geoid height was determined by GEOID03.
 PX0387
 PX0387;                    North         East     Units Scale Factor Converg.
 PX0387;SPC WYWC     -   437,207.176   583,609.422   MT  0.99994080   -0 08 38.9
 PX0387;UTM  12      - 4,922,325.864   662,681.365   MT  0.99992547   +1 25 53.1
 PX0387
 PX0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0387!SPC WYWC     -   0.99971609  x   0.99994080  =   0.99965690
 PX0387!UTM  12      -   0.99971609  x   0.99992547  =   0.99964158
 PX0387
 PX0387                          SUPERSEDED SURVEY CONTROL
 PX0387
 PX0387  NAD 83(1986)-  44 26 09.37840(N)    108 57 21.16720(W) AD(       ) 3
 PX0387  NAD 27      -  44 26 09.53230(N)    108 57 18.66853(W) AD(       ) 3
 PX0387  NGVD 29 (07/19/86) 1822.1    (m)         5978.     (f) VERT ANG       
 PX0387
 PX0387.Superseded values are not recommended for survey control.
 PX0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0387.See file dsdata.txt to determine how the superseded data were derived.
 PX0387
 PX0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ6268122326(NAD 83)
 PX0387_MARKER: DD = SURVEY DISK
 PX0387_SETTING: 66 = SET IN ROCK OUTCROP
 PX0387_SP_SET: SET IN ROCK OUTCROP
 PX0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0387+STABILITY: POSITION/ELEVATION WELL
 PX0387
 PX0387  HISTORY     - Date     Condition        Report By
 PX0387  HISTORY     - 1948     MONUMENTED       USGS
 PX0387
 PX0387                          STATION DESCRIPTION
 PX0387
 PX0387'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0387'STATION LOCATED 9.0 MI. SE. OF CODY, WYOMING, ON HIGHEST POINT OF N-S
 PX0387'SERIES OF HILLS ON A TOP COVERED WITH SCATTERED TREES.
 PX0387'
 PX0387'TO REACH STATION FROM POST OFFICE AT CODY, WYOMING, FOLLOW U.S.
 PX0387'HIGHWAY 20 EASTERLY FOR 5.7 MI. TO RD. INTERSECTION S., GO RIGHT S.
 PX0387'1.0 MI. ALONG GRADED RD. TO INTERSECTION E., GO LEFT  -EASTERLY-
 PX0387'ALONG TRACK RD. THRU FARM 0.7 MI. TO FENCE, GO RIGHT SOUTHERLY ABOUT
 PX0387'4.0 MI. ALONG TRACK RD.  STATION LIES ABOUT 3/4 MI. SE. ON HIGHEST
 PX0387'TREE COVERED KNOLL.
 PX0387'
 PX0387'STATION MARK - STANDARD STATION TABLET CEMENTED IN SANDSTONE OUTCROP
 PX0387'AND STAMPED ---WILEY 1948---.
 PX0387'
 PX0387'REFERENCE MARK NO.1 - ARROW CHISLED IN SANDSTONE OUTCROP DISTANCE 40.6
 PX0387'FT. FROM STATION.
 PX0387'
 PX0387'REFERENCE MARK NO.2 - NAIL IN BLAZED PINON TREE, 40.6 FT. FROM
 PX0387'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1008 ***********************************************************************
 MO1008  DESIGNATION -  WILKINS
 MO1008  PID         -  MO1008
 MO1008  STATE/COUNTY-  WY/GOSHEN
 MO1008  USGS QUAD   -  DIAMOND FLAT (1990)
 MO1008
 MO1008                         *CURRENT SURVEY CONTROL
 MO1008  ___________________________________________________________________
 MO1008* NAD 83(1993)-  41 44 54.14838(N)    104 29 52.89524(W)     ADJUSTED  
 MO1008* NAVD 88     -      1627.34   (+/-2cm)    5339.0    (feet)  VERTCON   
 MO1008  ___________________________________________________________________
 MO1008  LAPLACE CORR-          -9.69  (seconds)                    DEFLEC99
 MO1008  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 MO1008
 MO1008  HORZ ORDER  -  FIRST
 MO1008  VERT ORDER  -  THIRD ? (See Below)
 MO1008
 MO1008.The horizontal coordinates were established by classical geodetic methods
 MO1008.and adjusted by the National Geodetic Survey in January 1997..
 MO1008
 MO1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1008.The vertical order pertains to the NGVD 29 superseded value.
 MO1008
 MO1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1008
 MO1008.The geoid height was determined by GEOID03.
 MO1008
 MO1008;                    North         East     Units Scale Factor Converg.
 MO1008;SPC WY E     -   138,847.286   255,611.728   MT  0.99997554   +0 26 42.8
 MO1008;UTM  13      - 4,621,960.891   541,735.692   MT  0.99962143   +0 20 03.3
 MO1008
 MO1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1008!SPC WY E     -   0.99974743  x   0.99997554  =   0.99972297
 MO1008!UTM  13      -   0.99974743  x   0.99962143  =   0.99936895
 MO1008
 MO1008|---------------------------------------------------------------------|
 MO1008| PID    Reference Object                     Distance      Geod. Az  |
 MO1008|                                                           dddmmss.s |
 MO1008| CQ4421 WILKINS RM 1 AZIMUTH                               18027     |
 MO1008| CQ4420 WILKINS AZ MK                                      1813947.3 |
 MO1008| CQ4422 WILKINS RM 2                         35.174 METERS 20526     |
 MO1008| MO1162 MOUNTAIN ST PHILCO N MICROWAVE      APPROX.34.4 KM 2515854.6 |
 MO1008| CQ4423 WILKINS RM 3                         14.036 METERS 29842     |
 MO1008|---------------------------------------------------------------------|
 MO1008
 MO1008                          SUPERSEDED SURVEY CONTROL
 MO1008
 MO1008  NAD 83(1986)-  41 44 54.13283(N)    104 29 52.89629(W) AD(       ) 1
 MO1008  NAD 27      -  41 44 54.23200(N)    104 29 51.03200(W) AD(       ) 1
 MO1008  NGVD 29 (09/11/89) 1626.48   (m)         5336.2    (f) LEVELING    3  
 MO1008
 MO1008.Superseded values are not recommended for survey control.
 MO1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1008.See file dsdata.txt to determine how the superseded data were derived.
 MO1008
 MO1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG4173621961(NAD 83)
 MO1008_MARKER: DS = TRIANGULATION STATION DISK
 MO1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1008
 MO1008  HISTORY     - Date     Condition        Report By
 MO1008  HISTORY     - 1933     MONUMENTED       CGS
 MO1008  HISTORY     - 1947     GOOD             USGS
 MO1008  HISTORY     - 1951     GOOD             WYHD
 MO1008  HISTORY     - 1960     GOOD             CGS
 MO1008  HISTORY     - 1963     GOOD             CGS
 MO1008
 MO1008                          STATION DESCRIPTION
 MO1008
 MO1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WM)
 MO1008'ABOUT 16 MILES EAST OF CHUGWATER, NEAR HALF-SECTION LINE AND
 MO1008'WEST EDGE OF SEC. 36, T. 21 N., R. 64 W., ON LAND OWNED BY BERTHA
 MO1008'WILKINS.  TO REACH FROM CHUGWATER GO EAST ON GRAVEL ROAD, FIRST
 MO1008'STREET SOUTH OF RAILROAD DEPOT.  FOLLOW MAIN ROAD TO T-FORK ON
 MO1008'TOP OF MESA, DISTANT 1.8 MILES.  TURN LEFT AND GO 0.3 MILE, THEN
 MO1008'TURN RIGHT AND GO EAST 15.0 MILES TO CROSSROADS WITH FARM
 MO1008'BUILDINGS ON NORTHEAST CORNER.  TURN RIGHT AND GO 1/2 MILE TO
 MO1008'TOP OF HILL AND STATION.  STATION IS ON LOW ROUNDED HILL, 23.5
 MO1008'FEET EAST OF CENTER LINE OF ROAD, AND 7.5 FEET EAST OF
 MO1008'NORTH-SOUTH FENCE LINE.  SURFACE AND UNDERGROUND MARKS ARE
 MO1008'
 MO1008'STANDARD DISK STATION MARKS IN CONCRETE.
 MO1008'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 MO1008'NO. 1 IS 2 FEET EAST OF NORTH-SOUTH FENCE LINE,
 MO1008'AND ABOUT 1/2 MILE FROM STATION S 00 DEG 27 MIN W.
 MO1008'NO. 2 IS IN EAST-WEST FENCE LINE 22 FEET WEST OF CENTER
 MO1008'LINE OF ROAD, 13.5 FEET WEST OF NORTH-SOUTH FENCE LINE ON
 MO1008'WEST SIDE OF ROAD, AND 115.32 FEET FROM STATION.
 MO1008'NO. 3 IS 13 FEET WEST OF CENTER LINE OF ROAD
 MO1008'AND 14.50 METERS (47.6 FEET) FROM STATION.
 MO1008
 MO1008                          STATION RECOVERY (1947)
 MO1008
 MO1008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 MO1008'RECOVERED.
 MO1008
 MO1008                          STATION RECOVERY (1951)
 MO1008
 MO1008'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 1951
 MO1008'RECOVERED.
 MO1008
 MO1008                          STATION RECOVERY (1960)
 MO1008
 MO1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 MO1008'THE STATION MARK AND REFERENCE MARKS NO. 2 AND NO. 1 WERE
 MO1008'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 3 APPEARS TO
 MO1008'HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  A NEW AZIMUTH MARK
 MO1008'WAS ESTABLISHED.
 MO1008'
 MO1008'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MO1008'
 MO1008'LOCATED ABOUT 16.5 MILES, AIRLINE, EAST OF CHUGWATER ON A LOW
 MO1008'EAST-WEST RIDGE, NEAR THE HALF-SECTION LINE AND AT THE WEST EDGE OF
 MO1008'SEC. 36 T. 21 N., R. 64 W.
 MO1008'
 MO1008'TO REACH FROM THE POST OFFICE IN CHUGWATER--GO SOUTH ON U.S.
 MO1008'HIGHWAY 87 FOR ONE HALF BLOCK, THENCE LEFT AND GO EAST ON
 MO1008'SURFACED ROAD FOR 17.4 MILES TO A T ROAD LEFT AND LARGE WHITE
 MO1008'FARM BUILDINGS AHEAD ON RIGHT, TURN LEFT AND GO NORTH 200 FEET
 MO1008'TO AZIMUTH MARK ON LEFT, THEN AHEAD FOR 0.5 MILE TO STATION ON
 MO1008'RIGHT AT TOP OF RIDGE.
 MO1008'
 MO1008'THE STATION MARK, STAMPED WILKINS 1933 AND PROJECTING 2 INCHES,
 MO1008'IS AT THE EAST EDGE OF THE BLADED ROAD, 42 FEET EAST OF THE WEST
 MO1008'RIGHT OF WAY FENCE AND 9 FEET WEST OF A C AND GS METAL WITNESS
 MO1008'SIGN IN THE EAST FENCE.
 MO1008'
 MO1008'REFERENCE MARK NO. 2, STAMPED WILKINS NO 2 1933 AND PROJECTING
 MO1008'3 INCHES, IS SOUTHWEST OF THE STATION AT A T FENCE INTERSECTION,
 MO1008'35 FEET WEST OF THE CENTERLINE OF THE ROAD.
 MO1008'
 MO1008'REFERENCE MARK NO. 3, STAMPED WILKINS NO 3 1933 AND LEVEL WITH
 MO1008'THE GROUND, IS NORTHWEST OF THE STATION AND 31 FEET WEST OF THE
 MO1008'CENTERLINE OF THE ROAD.
 MO1008'
 MO1008'THE AZIMUTH MARK, STAMPED WILKINS 1960 AND PROJECTING 3 INCHES,
 MO1008'IS ABOUT 0.5 MILE SOUTH OF THE STATION, IN THE FENCE LINE 134
 MO1008'FEET NORTH OF A FENCE CORNER AND 33 FEET WEST OF THE CENTERLINE
 MO1008'OF THE ROAD.
 MO1008
 MO1008                          STATION RECOVERY (1963)
 MO1008
 MO1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 MO1008'RECOVERY NOTE BY CGS, 1963--THE STATION MARK, REFERENCE MARK NO. 2,
 MO1008'REFERENCE MARK NO. 3, AND THE AZIMUTH MARK WERE RECOVERED AS
 MO1008'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE DIRECTIONS AND
 MO1008'DISTANCES TO THE MARKS WERE VERIFIED.  THE 1960 TO REACH IS ENTIRELY
 MO1008'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0492 ***********************************************************************
 MQ0492  DESIGNATION -  WILKINS 2
 MQ0492  PID         -  MQ0492
 MQ0492  STATE/COUNTY-  WY/SWEETWATER
 MQ0492  USGS QUAD   -  WILKINS PEAK (1987)
 MQ0492
 MQ0492                         *CURRENT SURVEY CONTROL
 MQ0492  ___________________________________________________________________
 MQ0492* NAD 83(1993)-  41 29 50.53445(N)    109 20 39.35493(W)     ADJUSTED  
 MQ0492* NAVD 88     -      2332.2    (meters)    7652.     (feet)  VERTCON   
 MQ0492  ___________________________________________________________________
 MQ0492  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 MQ0492  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 MQ0492
 MQ0492  HORZ ORDER  -  FIRST
 MQ0492
 MQ0492.The horizontal coordinates were established by classical geodetic methods
 MQ0492.and adjusted by the National Geodetic Survey in January 1997..
 MQ0492
 MQ0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 MQ0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MQ0492
 MQ0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0492
 MQ0492.The geoid height was determined by GEOID03.
 MQ0492
 MQ0492;                    North         East     Units Scale Factor Converg.
 MQ0492;SPC WYWC     -   110,925.465   550,382.112   MT  0.99996779   -0 23 37.5
 MQ0492;UTM  12      - 4,595,295.602   638,200.182   MT  0.99983504   +1 05 50.1
 MQ0492
 MQ0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0492!SPC WYWC     -   0.99963659  x   0.99996779  =   0.99960439
 MQ0492!UTM  12      -   0.99963659  x   0.99983504  =   0.99947169
 MQ0492
 MQ0492:                Primary Azimuth Mark                     Grid Az
 MQ0492:SPC WYWC     -  SWEETWATER COUNTY TV CORP MAST           012 39 02.9
 MQ0492:UTM  12      -  SWEETWATER COUNTY TV CORP MAST           011 09 35.3
 MQ0492
 MQ0492|---------------------------------------------------------------------|
 MQ0492| PID    Reference Object                     Distance      Geod. Az  |
 MQ0492|                                                           dddmmss.s |
 MQ0492| MQ0468 SWEETWATER COUNTY TV CORP MAST      APPROX. 9.2 KM 0121525.4 |
 MQ0492| MQ0491 MICROWAV BLDG 7 MI ESE GREEN R       14.848 METERS 02145     |
 MQ0492| CP6039 WILKINS 2 AZ MK                                    1511930.9 |
 MQ0492| CP6040 WILKINS 2 RM 1                        6.179 METERS 15311     |
 MQ0492| CP6041 WILKINS 2 RM 2                        6.850 METERS 22952     |
 MQ0492| MQ0471 AIRWAY BCN 15 4 MI ENE GREEN R      APPROX. 7.1 KM 3280412.4 |
 MQ0492|---------------------------------------------------------------------|
 MQ0492
 MQ0492                          SUPERSEDED SURVEY CONTROL
 MQ0492
 MQ0492  NAD 83(1986)-  41 29 50.52688(N)    109 20 39.34797(W) AD(       ) 1
 MQ0492  NAD 27      -  41 29 50.65210(N)    109 20 36.87140(W) AD(       ) 1
 MQ0492  NGVD 29 (07/19/86) 2330.9    (m)         7647.     (f) VERT ANG       
 MQ0492
 MQ0492.Superseded values are not recommended for survey control.
 MQ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0492.See file dsdata.txt to determine how the superseded data were derived.
 MQ0492
 MQ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL3820095296(NAD 83)
 MQ0492_MARKER: DD = SURVEY DISK
 MQ0492_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0492
 MQ0492  HISTORY     - Date     Condition        Report By
 MQ0492  HISTORY     - 1958     MONUMENTED       USGS
 MQ0492  HISTORY     - 1962     GOOD             USGS
 MQ0492
 MQ0492                          STATION DESCRIPTION
 MQ0492
 MQ0492'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 MQ0492'THE STATION IS ON A HIGH, SHARP PEAK WITH SEVERAL SMALL ANTENNAS
 MQ0492'ON IT.  IT IS THE HIGHEST IN THE IMMEDIATE VICINITY.  IT IS ABOUT
 MQ0492'9 MILES SOUTHWEST OF ROCK SPRINGS, 7 MILES EAST-SOUTHEAST OF
 MQ0492'GREEN RIVER AND 3 MILES SOUTH OF U.S. HIGHWAY 30.
 MQ0492'
 MQ0492'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30, 187
 MQ0492'AND STATE HIGHWAY 430 IN ROCK SPRINGS, GO SOUTH ON STATE HIGHWAY
 MQ0492'430 FOR 0.35 MILE TO THE TOP OF THE OVERPASS.  CONTINUE SOUTH ON
 MQ0492'HIGHWAY FOR 0.25 MILE TO BLAIR AVENUE.  TURN RIGHT ON BLAIR
 MQ0492'AVENUE WHICH BECOMES WEST 2 ND STREET AND GO WESTERLY FOR 1.2
 MQ0492'MILES TO A FORK.  TAKE THE EXTREME RIGHT FORK, TURNING OFF THE
 MQ0492'PAVEMENT ON TO A DIRT ROAD AND CONTINUE WESTERLY FOR 1.9 MILES
 MQ0492'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WESTERLY FOR 1.35
 MQ0492'MILE TO A FORK JUST AFTER CROSSING A BRIDGE.  TAKE THE LEFT
 MQ0492'FORK, SOUTHERLY, FOR 1.4 MILES TO A FORK.  TAKE THE RIGHT FORK,
 MQ0492'SOUTHWESTERLY FOR 3.35 MILES TO A DIAGONAL CROSSROAD AND
 MQ0492'A TELEPHONE LINE.  CONTINUE SOUTHERLY FOR 0.75 MILE TO A
 MQ0492'SIDE ROAD RIGHT.  TURN RIGHT, WESTERLY, ON SIDE ROAD FOR 1.7
 MQ0492'MILES TO A T-ROAD INTERSECTION.  TURN RIGHT, NORTHERLY, FOR
 MQ0492'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 MQ0492'NORTHERLY FOR 0.7 MILE TO AN IRON GATE.  PASS THROUGH GATE
 MQ0492'AND CONTINUE ON MAIN ROAD FOR 0.65 TO THE TOP OF THE HILL.
 MQ0492'TURN LEFT ON DIM TRACK ROAD FOR 0.1 MILE TO THE NORTH END OF
 MQ0492'THE HILL AND THE STATION.
 MQ0492'
 MQ0492'STATION MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 MQ0492'WILKINS NO 2 1958, SET IN A DRILL HOLE IN A 1 X 2 FOOT OUTCROP OF
 MQ0492'ROCK FLUSH WITH THE SURROUNDING SURFACE.  IT IS 83 FEET EAST OF A
 MQ0492'POWERLINE POLE.
 MQ0492'
 MQ0492'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WILKINS NO 2 USGS
 MQ0492'NO 1 1962, SET IN DRILL HOLE IN A 3 X 4 FOOT BOULDER PROJECTING
 MQ0492'8 INCHES.  IT IS 86 FEET EAST-SOUTHEAST OF THE POWERLINE POLE
 MQ0492'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 MQ0492'
 MQ0492'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WILKINS NO 2 USGS
 MQ0492'NO 2 1962, SET IN DRILL HOLE IN A 5 X 7 FOOT OUTCROP OF ROCK
 MQ0492'PROJECTING 5 INCHES.  IT IS 62 FEET EAST OF THE POWERLINE POLE
 MQ0492'AND ABOUT THE SAME ELEVATION AS THE STATION.
 MQ0492'
 MQ0492'AZIMUTH MARK IS A STANDARD DISK, STAMPED WILKINS NO 2 USGS 1962,
 MQ0492'SET IN A DRILL HOLE IN A 5 X 10 FOOT BOULDER PROJECTING 2 FEET.
 MQ0492'IT IS 123 FEET NORTHWEST OF THE CENTERLINE OF A TRACK ROAD AND
 MQ0492'3.5 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0185 ***********************************************************************
 NS0185  DESIGNATION -  WILLIAMS
 NS0185  PID         -  NS0185
 NS0185  STATE/COUNTY-  WY/FREMONT
 NS0185  USGS QUAD   -  NINEMILE HILL (1978)
 NS0185
 NS0185                         *CURRENT SURVEY CONTROL
 NS0185  ___________________________________________________________________
 NS0185* NAD 83(1993)-  42 50 19.68516(N)    108 30 01.86217(W)     ADJUSTED  
 NS0185* NAVD 88     -      1748.3    (meters)    5736.     (feet)  VERTCON   
 NS0185  ___________________________________________________________________
 NS0185  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 NS0185  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 NS0185
 NS0185  HORZ ORDER  -  THIRD
 NS0185
 NS0185.The horizontal coordinates were established by classical geodetic methods
 NS0185.and adjusted by the National Geodetic Survey in January 1997..
 NS0185
 NS0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0185
 NS0185.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0185
 NS0185.The geoid height was determined by GEOID03.
 NS0185
 NS0185;                    North         East     Units Scale Factor Converg.
 NS0185;SPC WYWC     -   259,777.352   620,394.892   MT  0.99994262   +0 10 10.7
 NS0185;UTM  12      - 4,745,944.663   704,265.475   MT  1.00011334   +1 42 00.3
 NS0185
 NS0185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0185!SPC WYWC     -   0.99972796  x   0.99994262  =   0.99967059
 NS0185!UTM  12      -   0.99972796  x   1.00011334  =   0.99984126
 NS0185
 NS0185:                Primary Azimuth Mark                     Grid Az
 NS0185:SPC WYWC     -  UNCLE                                    136 16 40.6
 NS0185:UTM  12      -  UNCLE                                    134 44 51.0
 NS0185
 NS0185|---------------------------------------------------------------------|
 NS0185| PID    Reference Object                     Distance      Geod. Az  |
 NS0185|                                                           dddmmss.s |
 NS0185| NS0182 UNCLE                               APPROX. 5.8 KM 1362651.3 |
 NS0185|---------------------------------------------------------------------|
 NS0185
 NS0185                          SUPERSEDED SURVEY CONTROL
 NS0185
 NS0185  NAD 83(1986)-  42 50 19.66981(N)    108 30 01.86552(W) AD(       ) 3
 NS0185  NAD 27      -  42 50 19.81876(N)    108 29 59.48305(W) AD(       ) 3
 NS0185  NGVD 29 (07/19/86) 1747.2    (m)         5732.     (f) VERT ANG       
 NS0185
 NS0185.Superseded values are not recommended for survey control.
 NS0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0185.See file dsdata.txt to determine how the superseded data were derived.
 NS0185
 NS0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN0426545945(NAD 83)
 NS0185_MARKER: DD = SURVEY DISK
 NS0185_SETTING: 0 = UNSPECIFIED SETTING
 NS0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0185
 NS0185  HISTORY     - Date     Condition        Report By
 NS0185  HISTORY     - 1950     MONUMENTED       USGS
 NS0185
 NS0185                          STATION DESCRIPTION
 NS0185
 NS0185'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 NS0185'STATION IS LOCATED ABOUT 1 MI. E. AND 4 AND 1/2 MI. S. OF TOWN OF
 NS0185'HUDSON,WYOMING, ON ROUND TOPPED HILL WHICH IS HIGHEST IN VICINITY.
 NS0185'
 NS0185'TO REACH FROM MONUMENT TO WORLD WAR II DEAD, ON WYOMING STATE HIGHWAY
 NS0185'320 AT HUDSON, WYOMING FOLLOW HIGHWAY N. AND AT 0.1 MI. TURN RIGHT E.
 NS0185'ON DIRT RD.  PROCEED ALONG THIS RD. FOR 1.5 MI. TO FORK.  TAKE RIGHT
 NS0185'FORK THROUGH GATE AND ACROSS CANAL.  AT FORK IN RD. JUST BEYOND CANAL
 NS0185'TAKE RIGHT FORK AND PROCEED ALONG MAIN RD. FOR 6.0 MI. TO FORK.  TAKE
 NS0185'RIGHT FORK FOR 0.2 MI. TO FORK, TAKE RIGHT FORK FOR ABOUT 75 FT. THEN
 NS0185'ANOTHER RIGHT FORK FOR ABOUT 200 FT. AND THEN TAKE LEFT FORK AT
 NS0185'Y-INTERSECTION.  PROCEED ALONG THIS RD. FOR  0.8 MI. TO POINT WHERE
 NS0185'RD. ENDS.  STATION IS LOCATED AT END OF RD.
 NS0185'
 NS0185'STATION MARK - STANDARD TABLET SET IN CONCRETE POST PROTRUDING 6 IN.
 NS0185'ABOVE GROUND AND STAMPED ---WR- WILLIAMS 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0383 ***********************************************************************
 OV0383  DESIGNATION -  WILLIE
 OV0383  PID         -  OV0383
 OV0383  STATE/COUNTY-  WY/JOHNSON
 OV0383  USGS QUAD   -  FRAKER MOUNTAIN (1984)
 OV0383
 OV0383                         *CURRENT SURVEY CONTROL
 OV0383  ___________________________________________________________________
 OV0383* NAD 83(1993)-  43 50 21.47544(N)    106 57 02.16624(W)     ADJUSTED  
 OV0383* NAVD 88     -      2560.4    (meters)    8400.     (feet)  VERTCON   
 OV0383  ___________________________________________________________________
 OV0383  LAPLACE CORR-         -14.71  (seconds)                    DEFLEC99
 OV0383  GEOID HEIGHT-         -10.68  (meters)                     GEOID03
 OV0383
 OV0383  HORZ ORDER  -  THIRD
 OV0383
 OV0383.The horizontal coordinates were established by classical geodetic methods
 OV0383.and adjusted by the National Geodetic Survey in January 1997..
 OV0383
 OV0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0383
 OV0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0383
 OV0383.The geoid height was determined by GEOID03.
 OV0383
 OV0383;                    North         East     Units Scale Factor Converg.
 OV0383;SPC WYEC     -   470,966.013   430,778.265   MT  0.99994915   +0 15 54.3
 OV0383;UTM  13      - 4,855,873.556   343,189.474   MT  0.99990245   -1 21 04.8
 OV0383
 OV0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0383!SPC WYEC     -   0.99960034  x   0.99994915  =   0.99954951
 OV0383!UTM  13      -   0.99960034  x   0.99990245  =   0.99950283
 OV0383
 OV0383:                Primary Azimuth Mark                     Grid Az
 OV0383:SPC WYEC     -  FLINT                                    260 38 47.5
 OV0383:UTM  13      -  FLINT                                    262 15 46.6
 OV0383
 OV0383|---------------------------------------------------------------------|
 OV0383| PID    Reference Object                     Distance      Geod. Az  |
 OV0383|                                                           dddmmss.s |
 OV0383| OV0384 FLINT                               APPROX. 3.5 KM 2605441.8 |
 OV0383|---------------------------------------------------------------------|
 OV0383
 OV0383                          SUPERSEDED SURVEY CONTROL
 OV0383
 OV0383  NAD 83(1986)-  43 50 21.45918(N)    106 57 02.14740(W) AD(       ) 3
 OV0383  NAD 27      -  43 50 21.58246(N)    106 56 59.91894(W) AD(       ) 3
 OV0383  NGVD 29 (07/19/86) 2559.4    (m)         8397.     (f) VERT ANG       
 OV0383
 OV0383.Superseded values are not recommended for survey control.
 OV0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0383.See file dsdata.txt to determine how the superseded data were derived.
 OV0383
 OV0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ4318955874(NAD 83)
 OV0383
 OV0383  HISTORY     - Date     Condition        Report By
 OV0383  HISTORY     - 1959     MONUMENTED       USGS
 OV0383  HISTORY     - 1963     GOOD             USGS
 OV0383
 OV0383                          STATION DESCRIPTION
 OV0383
 OV0383'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 OV0383'STATION IS LOCATED ABOUT 8.1 MI. AIR W. OF MAYOWORTH JUNCTION, NEAR
 OV0383'THE SE.1/4 OF THE NE. 1/4 SEC.28, T.45 N., R.84 W.
 OV0383'
 OV0383'TO REACH THE STATION FROM MAYOWORTH JUNCTION, DRIVE W. LEFT.2.8 MI.
 OV0383'ALONG A GRAVEL COUNTY RD. TO A Y-RD. JUNCTION, TURN LEFT W. AND
 OV0383'CONTINUE 6.2 MI. UP ZIG ZAG COUNTY RD. TO A DIM Y-RD. JUNCTION NEAR
 OV0383'THE TOP OF THE MOUNTAIN, TURN LEFT AND CONTINUE W. 0.2 MI. ALONG TRACK
 OV0383'RD. TO GATE IN N-S. FENCE, CONTINUE W. ALONG TRACK RD. 0.4 MI. TO BASE
 OV0383'OF SMALL BARE TOP, LEAVE TRUCK AND WALK N. ABOUT 100 FT. TO TOP OF
 OV0383'LIMESTONE KNOB AND STATION SITE.
 OV0383'
 OV0383'RECOVERED.
 OV0383'
 OV0383'STATION MARK - STANDARD TABLET STAMPED, ---WILLIE 1959---.,SET IN A
 OV0383'DRILLED HOLE IN LIMESTONE RIMROCK FLUSH WITH THE GROUND.
 OV0383'
 OV0383'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0566 ***********************************************************************
 MP0566  DESIGNATION -  WILLOW
 MP0566  PID         -  MP0566
 MP0566  STATE/COUNTY-  WY/CARBON
 MP0566  USGS QUAD   -  SOLOMON CREEK (1983)
 MP0566
 MP0566                         *CURRENT SURVEY CONTROL
 MP0566  ___________________________________________________________________
 MP0566* NAD 83(1993)-  41 04 39.14712(N)    106 52 41.87349(W)     ADJUSTED  
 MP0566* NAVD 88     -      3178.2    (meters)   10427.     (feet)  VERTCON   
 MP0566  ___________________________________________________________________
 MP0566  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 MP0566  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 MP0566
 MP0566  HORZ ORDER  -  SECOND
 MP0566
 MP0566.The horizontal coordinates were established by classical geodetic methods
 MP0566.and adjusted by the National Geodetic Survey in January 1997..
 MP0566
 MP0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0566
 MP0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0566
 MP0566.The geoid height was determined by GEOID03.
 MP0566
 MP0566;                    North         East     Units Scale Factor Converg.
 MP0566;SPC WYEC     -   164,231.576   438,237.229   MT  0.99995549   +0 17 56.4
 MP0566;SPC CO N     -   499,374.321   798,572.063   MT  1.00006100   -0 53 26.0
 MP0566;SPC CO N     - 1,638,363.92  2,619,981.84   sFT  1.00006100   -0 53 26.0
 MP0566;UTM  13      - 4,549,064.635   342,213.606   MT  0.99990642   -1 14 04.0
 MP0566
 MP0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0566!SPC WYEC     -   0.99950345  x   0.99995549  =   0.99945897
 MP0566!SPC CO N     -   0.99950345  x   1.00006100  =   0.99956442
 MP0566!UTM  13      -   0.99950345  x   0.99990642  =   0.99940992
 MP0566
 MP0566:                Primary Azimuth Mark                     Grid Az
 MP0566:SPC WYEC     -  WILLOW AZ MK                             041 21 07.4
 MP0566:SPC CO N     -  WILLOW AZ MK                             042 32 29.8
 MP0566:UTM  13      -  WILLOW AZ MK                             042 53 07.8
 MP0566
 MP0566|---------------------------------------------------------------------|
 MP0566| PID    Reference Object                     Distance      Geod. Az  |
 MP0566|                                                           dddmmss.s |
 MP0566| CP6045 WILLOW AZ MK                                       0413903.8 |
 MP0566| CP6046 WILLOW RM 1                           7.056 METERS 26116     |
 MP0566| CP6047 WILLOW RM 2                           7.960 METERS 35244     |
 MP0566|---------------------------------------------------------------------|
 MP0566
 MP0566                          SUPERSEDED SURVEY CONTROL
 MP0566
 MP0566  NAD 83(1993)-  41 04 39.14367(N)    106 52 41.87014(W) AD(       ) 2
 MP0566  NAD 83(1986)-  41 04 39.14288(N)    106 52 41.86826(W) AD(       ) 2
 MP0566  NAD 27      -  41 04 39.26200(N)    106 52 39.70100(W) AD(       ) 2
 MP0566  NGVD 29 (07/19/86) 3176.8    (m)        10423.     (f) VERT ANG       
 MP0566
 MP0566.Superseded values are not recommended for survey control.
 MP0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0566.See file dsdata.txt to determine how the superseded data were derived.
 MP0566
 MP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF4221449065(NAD 83)
 MP0566_MARKER: DS = TRIANGULATION STATION DISK
 MP0566_SETTING: 80 = SET IN A BOULDER
 MP0566_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 MP0566
 MP0566  HISTORY     - Date     Condition        Report By
 MP0566  HISTORY     - 1949     MONUMENTED       CGS
 MP0566
 MP0566                          STATION DESCRIPTION
 MP0566
 MP0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0566'THE STATION IS LOCATED ABOUT 10.5 MILES AIR LINE SOUTHWEST OF
 MP0566'ENCAMPMENT.  ABOUT 5 MILES NORTH OF THE COLORADO-WYOMING STATE
 MP0566'LINE.  ABOUT 2.5 MILES AIR LINE SOUTH-SOUTHWEST OF THE WILLOW
 MP0566'PARK GUARD STATION.  ON A FLAT-TOPPED HILL WHICH IS PARTLY
 MP0566'COVERED WITH TIMBER AND THE EAST SIDE IS COVERED WITH LARGE
 MP0566'RED BOULDERS.  THIS HILL IS THE MOST EASTERN POINT ALONG THE
 MP0566'CONTINENTAL DIVIDE.  THE HILL DROPS OFF SHARPLY TO THE EAST
 MP0566'BUT IS HIGHER TO THE WEST.  THE STATION IS ABOUT 8 PACES SOUTH
 MP0566'OF THE HIGHEST POINT, 6 PACES NORTH OF A GROUP OF THREE
 MP0566'6-INCH PINE TREES, PROJECTS 2 FEET AND IS STAMPED, WILLOW
 MP0566'1949.
 MP0566'
 MP0566'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 MP0566'STATION, PROJECTS 18 INCHES AND IS STAMPED, WILLOW NO 1 1949.
 MP0566'
 MP0566'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET HIGHER THAN THE
 MP0566'STATION, ON THE HIGHEST POINT, PROJECTS ABOUT 8 FEET AND IS
 MP0566'STAMPED, WILLOW NO 2 1949.
 MP0566'
 MP0566'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, IN
 MP0566'OPEN COUNTRY AT TOP OF RIDGE, 42 PACES WEST OF OLD ROAD AND
 MP0566'TRAIL, 6 FEET SOUTHWEST OF A 4X4 WITNESS POST, SET FLUSH WITH
 MP0566'GROUND AND IS STAMPED, WILLOW 1949.
 MP0566'
 MP0566'TO REACH FROM THE POST OFFICE IN ENCAMPMENT, GO WEST TO THE
 MP0566'FIRST CROSS STREET.  TURN LEFT, SOUTH, AND FOLLOW MAIN TRAVELED
 MP0566'ROAD FOR 1.2 MILES TO A FORK.  TAKE THE RIGHT FORK.  THEN
 MP0566'ALL RIGHT FORKS AS PER SIGN A.H. RANCH FOR 2.5 MILES TO FORK
 MP0566'AND SIGN WILLOW PARK GUARD STATION.  TAKE THE RIGHT FORK,
 MP0566'MAIN TRAVELED ROAD, AND GO 2.2 MILES TO A FORK.  TAKE THE
 MP0566'LEFT FORK AS PER SIGN WILLOW PARK 4 AND GO 0.15 MILE TO FOREST
 MP0566'SERVICE BOUNDARY AND GATE.  PASS THROUGH GATE AND CONTINUE
 MP0566'ON MAIN TRAVELED ROAD FOR 3.4 MILES TO A FORK AND SIGN
 MP0566'ENCAMPMENT 10.  TAKE THE LEFT FORK AND CONTINUE DOWN HILL
 MP0566'(PASSING A LOGGING ROAD WHICH TURNS LEFT) ON A ROUGH,
 MP0566'ROCKY ROAD FOR 0.95 MILE TO A CREEK.  CROSS CREEK AND
 MP0566'CONTINUE ON ROUGH ROAD FOR 0.2 MILE TO ANOTHER CREEK
 MP0566'AND END OF TRUCK TRAVEL WITH A TWO WHEEL DRIVE VEHICLE.  WITH
 MP0566'A 4 WHEEL DRIVE, CROSS CREEK AND CONTINUE UP HILL
 MP0566'ALONG OLD ROAD AND TRAIL FOR 0.55 MILE TO TOP OF RIDGE AND
 MP0566'AZIMUTH MARK AS DESCRIBED ABOVE AND END OF TRUCK TRAVEL.
 MP0566'FROM HERE PACK SOUTHWESTERLY ALONG RIDGE FOR
 MP0566'APPROXIMATELY 1.5 MILES TO THE HIGHEST POINT AND STATION.
 MP0566'A 1-HOUR PACK WITH A 4 WHEEL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0826 ***********************************************************************
 MR0826  DESIGNATION -  WILLOW
 MR0826  PID         -  MR0826
 MR0826  STATE/COUNTY-  WY/LINCOLN
 MR0826  USGS QUAD   -  SUBLET (1985)
 MR0826
 MR0826                         *CURRENT SURVEY CONTROL
 MR0826  ___________________________________________________________________
 MR0826* NAD 83(1993)-  41 57 36.55622(N)    110 31 06.74611(W)     ADJUSTED  
 MR0826* NAVD 88     -      2434.     (meters)    7986.     (feet)  VERTCON   
 MR0826  ___________________________________________________________________
 MR0826  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 MR0826  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 MR0826
 MR0826  HORZ ORDER  -  THIRD
 MR0826
 MR0826.The horizontal coordinates were established by classical geodetic methods
 MR0826.and adjusted by the National Geodetic Survey in January 1997..
 MR0826
 MR0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0826
 MR0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0826
 MR0826.The geoid height was determined by GEOID03.
 MR0826
 MR0826;                    North         East     Units Scale Factor Converg.
 MR0826;SPC WY W     -   262,243.852   763,922.480   MT  0.99995351   -0 17 27.6
 MR0826;UTM  12      - 4,645,464.324   539,898.239   MT  0.99961959   +0 19 18.9
 MR0826
 MR0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0826!SPC WY W     -   0.99962045  x   0.99995351  =   0.99957398
 MR0826!UTM  12      -   0.99962045  x   0.99961959  =   0.99924019
 MR0826
 MR0826:                Primary Azimuth Mark                     Grid Az
 MR0826:SPC WY W     -  P 17                                     266 00 06.2
 MR0826:UTM  12      -  P 17                                     265 23 19.7
 MR0826
 MR0826|---------------------------------------------------------------------|
 MR0826| PID    Reference Object                     Distance      Geod. Az  |
 MR0826|                                                           dddmmss.s |
 MR0826| MR0828 P 17                                APPROX. 2.3 KM 2654238.6 |
 MR0826|---------------------------------------------------------------------|
 MR0826
 MR0826                          SUPERSEDED SURVEY CONTROL
 MR0826
 MR0826  NAD 83(1986)-  41 57 36.54655(N)    110 31 06.74391(W) AD(       ) 3
 MR0826  NAD 27      -  41 57 36.74885(N)    110 31 04.12833(W) AD(       ) 3
 MR0826  NGVD 29 (07/19/86) 2433.     (m)         7982.     (f) VERT ANG       
 MR0826
 MR0826.Superseded values are not recommended for survey control.
 MR0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0826.See file dsdata.txt to determine how the superseded data were derived.
 MR0826
 MR0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM3989845464(NAD 83)
 MR0826
 MR0826  HISTORY     - Date     Condition        Report By
 MR0826  HISTORY     - 1942     MONUMENTED       USGS
 MR0826  HISTORY     - 1944     GOOD             USGS
 MR0826
 MR0826                          STATION DESCRIPTION
 MR0826
 MR0826'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 MR0826'LOCATED 10.5 MI. N. AND 1.0 MI. E. OF KEMMERER ON OYSTER RIDGE WHICH
 MR0826'FORMS DIVIDE ALONG E. SIDE OF WILLOW CREEK ON TOP OF A PROMINIENT
 MR0826'ROCKY KNOLL.
 MR0826'
 MR0826'THE STATION IS ABOUT 45 FT. S. OF N. BREAK OF TOP, AND 20 FT. W. OF
 MR0826'BUSHES WHICH BORDER THE TOP ALONG E. EDGE, BARE ROCK SLOPES DOWN ON W.
 MR0826'SLOPE BEGINNING AT CAIRN, ABOUT 60 FT. N. OF ANOTHER TOP WHICH IS
 MR0826'NEARLY AS HIGH.
 MR0826'
 MR0826'TO REACH FROM SUSIE MINE TIPPLE, DRIVE N. ALONG U.S. HIGHWAY 189
 MR0826'1.4 MI. AND PASS UNDER RAILROAD BRIDGE, DRIVE 0.5 MI. ON HIGHWAY
 MR0826'189 AND TAKE LEFT FORK N. AT STATE REFUGE SIGN, DRIVE 3.0 MI. AND TAKE
 MR0826'LEFT FORK OPPOSITE RANCH BUILDINGS, DRIVE 0.7 MI. AND TAKE RIGHT FORK
 MR0826'IN SUBLET RUINS, DRIVE 2.2 MI. AND TAKE RIGHT FORK DOWN RAVINE IN
 MR0826'GRASSY BASIN, DRIVE 0.3 MI. AND INTERSECT A BETTER RD. TURN LEFT N. ON
 MR0826'LATTER AND DRIVE 1.2 MI., LEAVE TRUCK AND WALK 0.25 MI. W. UP STEEP
 MR0826'SLOPE TO TOP AND STATION.
 MR0826'
 MR0826'RECOVERED.
 MR0826'
 MR0826'STATION MARK - STANDARD TABLET STAMPED ---WILLOW 1942--- CEMENTED IN
 MR0826'SOLID ROCK ON TOP.
 MR0826'
 MR0826'REFERENCE MARK NO.1 - STANDARD STATION MARK (BRONZE TABLET) STAMPED,
 MR0826'WITH ARROW AND ---REFERENCE MARK NO.1--- CEMENTED IN SOLID ROCK ON W.
 MR0826'SLOPE 11.31 FT. FROM STATION, N 85 DEG 46 MIN E.
 MR0826'
 MR0826'REFERENCE MARK NO.2 - DRILL HOLE ON TOP OF RIDGE 16.85 FT. FROM
 MR0826'STATION, N 01 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0224 ***********************************************************************
 NS0224  DESIGNATION -  WILLOW
 NS0224  PID         -  NS0224
 NS0224  STATE/COUNTY-  WY/FREMONT
 NS0224  USGS QUAD   -  SOUTH PASS CITY (1991)
 NS0224
 NS0224                         *CURRENT SURVEY CONTROL
 NS0224  ___________________________________________________________________
 NS0224* NAD 83(1993)-  42 26 28.70309(N)    108 45 29.51130(W)     ADJUSTED  
 NS0224* NAVD 88     -      2374.4    (meters)    7790.     (feet)  VERTCON   
 NS0224  ___________________________________________________________________
 NS0224  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 NS0224  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 NS0224
 NS0224  HORZ ORDER  -  THIRD
 NS0224
 NS0224.The horizontal coordinates were established by classical geodetic methods
 NS0224.and adjusted by the National Geodetic Survey in January 1997..
 NS0224
 NS0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0224
 NS0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0224
 NS0224.The geoid height was determined by GEOID03.
 NS0224
 NS0224;                    North         East     Units Scale Factor Converg.
 NS0224;SPC WYWC     -   215,593.930   599,325.579   MT  0.99993751   -0 00 19.9
 NS0224;UTM  12      - 4,701,210.669   684,376.692   MT  1.00001827   +1 30 47.8
 NS0224
 NS0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0224!SPC WYWC     -   0.99962958  x   0.99993751  =   0.99956711
 NS0224!UTM  12      -   0.99962958  x   1.00001827  =   0.99964784
 NS0224
 NS0224:                Primary Azimuth Mark                     Grid Az
 NS0224:SPC WYWC     -  GLO 23 RM 2                              297 04 31.8
 NS0224:UTM  12      -  GLO 23 RM 2                              295 33 24.1
 NS0224
 NS0224|---------------------------------------------------------------------|
 NS0224| PID    Reference Object                     Distance      Geod. Az  |
 NS0224|                                                           dddmmss.s |
 NS0224| NS0226 GLO 23 RM 2                         APPROX. 7.2 KM 2970411.9 |
 NS0224|---------------------------------------------------------------------|
 NS0224
 NS0224                          SUPERSEDED SURVEY CONTROL
 NS0224
 NS0224  NAD 83(1986)-  42 26 28.68670(N)    108 45 29.51100(W) AD(       ) 3
 NS0224  NAD 27      -  42 26 28.83820(N)    108 45 27.10806(W) AD(       ) 3
 NS0224  NGVD 29 (07/19/86) 2373.2    (m)         7786.     (f) VERT ANG       
 NS0224
 NS0224.Superseded values are not recommended for survey control.
 NS0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0224.See file dsdata.txt to determine how the superseded data were derived.
 NS0224
 NS0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8437701211(NAD 83)
 NS0224_MARKER: DD = SURVEY DISK
 NS0224_SETTING: 66 = SET IN ROCK OUTCROP
 NS0224_SP_SET: SET IN BEDROCK
 NS0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0224+STABILITY: POSITION/ELEVATION WELL
 NS0224
 NS0224  HISTORY     - Date     Condition        Report By
 NS0224  HISTORY     - 1951     MONUMENTED       USGS
 NS0224
 NS0224                          STATION DESCRIPTION
 NS0224
 NS0224'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0224'STATION WILLOW LIES APPROXIMATELY 3.8 MI. -AIR- S. OF ATLANTIC CITY
 NS0224'AND ABOUT 3.6 MI. -AIR- SE. OF SOUTH PASS CITY.
 NS0224'
 NS0224'FROM SOUTH PASS CITY, CROSS BRIDGE OVER WILLOW CREEK AND PROCEED 0.4
 NS0224'MI. TO A SIDE RD.  TURN LEFT AND TURN LEFT AGAIN IMMEADIATELY AND
 NS0224'PROCEED FOR 0.4 MI.  TURN RIGHT JUST BEFORE A LONE TREE IS REACHED.
 NS0224'DRIVE ALONG THIS RD. FOR 2.3 MI. AND TURN NE. ACROSS A DRAIN AND GO
 NS0224'ACROSS COUNTRY 0.5 MI. TO A ROCKY TOP KNOLL.
 NS0224'
 NS0224'STATION MARK - A STANDARD BRONZE TABLET CEMENTED INTO OUTCROPPING
 NS0224'BEDROCK AND IS STAMPED ---WR-WILLOW 1951---
 NS0224'
 NS0224'REFERENCE MARKS NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0357 ***********************************************************************
 OV0357  DESIGNATION -  WILLOW
 OV0357  PID         -  OV0357
 OV0357  STATE/COUNTY-  WY/NATRONA
 OV0357  USGS QUAD   -  WILLOW CREEK SCHOOL (1968)
 OV0357
 OV0357                         *CURRENT SURVEY CONTROL
 OV0357  ___________________________________________________________________
 OV0357* NAD 83(1993)-  43 29 21.17790(N)    106 46 21.07726(W)     ADJUSTED  
 OV0357* NAVD 88     -      1780.0    (meters)    5840.     (feet)  VERTCON   
 OV0357  ___________________________________________________________________
 OV0357  LAPLACE CORR-         -10.98  (seconds)                    DEFLEC99
 OV0357  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 OV0357
 OV0357  HORZ ORDER  -  THIRD
 OV0357
 OV0357.The horizontal coordinates were established by classical geodetic methods
 OV0357.and adjusted by the National Geodetic Survey in January 1997..
 OV0357
 OV0357.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0357
 OV0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0357
 OV0357.The geoid height was determined by GEOID03.
 OV0357
 OV0357;                    North         East     Units Scale Factor Converg.
 OV0357;SPC WYEC     -   432,153.855   445,361.877   MT  0.99996280   +0 23 09.5
 OV0357;UTM  13      - 4,816,669.756   356,674.948   MT  0.99985268   -1 13 12.3
 OV0357
 OV0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0357!SPC WYEC     -   0.99972289  x   0.99996280  =   0.99968570
 OV0357!UTM  13      -   0.99972289  x   0.99985268  =   0.99957562
 OV0357
 OV0357:                Primary Azimuth Mark                     Grid Az
 OV0357:SPC WYEC     -  RED                                      325 22 16.4
 OV0357:UTM  13      -  RED                                      326 58 38.2
 OV0357
 OV0357|---------------------------------------------------------------------|
 OV0357| PID    Reference Object                     Distance      Geod. Az  |
 OV0357|                                                           dddmmss.s |
 OV0357| OV0376 RED                                 APPROX. 9.9 KM 3254525.9 |
 OV0357|---------------------------------------------------------------------|
 OV0357
 OV0357                          SUPERSEDED SURVEY CONTROL
 OV0357
 OV0357  NAD 83(1986)-  43 29 21.15896(N)    106 46 21.05591(W) AD(       ) 3
 OV0357  NAD 27      -  43 29 21.27632(N)    106 46 18.87635(W) AD(       ) 3
 OV0357  NGVD 29 (07/19/86) 1779.1    (m)         5837.     (f) VERT ANG       
 OV0357
 OV0357.Superseded values are not recommended for survey control.
 OV0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0357.See file dsdata.txt to determine how the superseded data were derived.
 OV0357
 OV0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ5667516670(NAD 83)
 OV0357
 OV0357  HISTORY     - Date     Condition        Report By
 OV0357  HISTORY     - 1958     MONUMENTED       USGS
 OV0357  HISTORY     - 1959     GOOD             USGS
 OV0357
 OV0357                          STATION DESCRIPTION
 OV0357
 OV0357'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 OV0357'STATION LOCATED ON A HIGH SPARSLEY HILL WOODED RIDGE ABOUT 25.0 MI.
 OV0357'AIR NW. OF MIDWEST, WYOMING AND ABOUT 17.0 MI. AIR SW. OF KAYCEE,
 OV0357'WYOMING.
 OV0357'
 OV0357'TO REACH STATION FROM KAYCEE, WYOMING POST OFFICE, FOLLOW U.S.HIGHWAY
 OV0357'87 S. 4.4 MI. TO T-RD. SW., THENCE SW. AND S. ALONG GRADED RD. 3 T-RD.
 OV0357'15.6 MI. TO T-RD. AT WILLOW CREEK SCHOOL. TURN RIGHT W. AND CONTINUE
 OV0357'1.9 MI. ALONG WILLOW CREEK RD. TO T-RD. TURN RIGHT N. AND CONTINUE 0.2
 OV0357'MI. ALONG DIRT TRACK RD.TO T-RD.,TURN LEFT W. AND CONTINUE 0.5
 OV0357'MI. W. ON DIRT TRACK RD. UP RIDGE TO GATE, CONTINUE SW. 0.05 MI. ALONG
 OV0357'DIRT TRACK RD. TO GATE, CONTINUE NW. AND N. 1.5 MI. ALONG DIRT TRACK
 OV0357'RD. FOLLOWING RIDGE. STATION IS ABOUT 100 FT. FROM RD. ON SMALL KNOLL.
 OV0357'
 OV0357'STATION MARK - STANDARD TABLET IN A STEEL PIPE PROJECTING 0.5 FT.ABOVE
 OV0357'GROUND.
 OV0357'
 OV0357'RECOVERED.
 OV0357'
 OV0357'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0338 ***********************************************************************
 OW0338  DESIGNATION -  WILLOW
 OW0338  PID         -  OW0338
 OW0338  STATE/COUNTY-  WY/FREMONT
 OW0338  USGS QUAD   -  BOB LAKES (1991)
 OW0338
 OW0338                         *CURRENT SURVEY CONTROL
 OW0338  ___________________________________________________________________
 OW0338* NAD 83(1993)-  43 08 57.63291(N)    109 24 57.39469(W)     ADJUSTED  
 OW0338* NAVD 88     -      3657.8    (meters)   12001.     (feet)  VERTCON   
 OW0338  ___________________________________________________________________
 OW0338  LAPLACE CORR-         -13.27  (seconds)                    DEFLEC99
 OW0338  GEOID HEIGHT-          -7.87  (meters)                     GEOID03
 OW0338
 OW0338  HORZ ORDER  -  SECOND
 OW0338
 OW0338.The horizontal coordinates were established by classical geodetic methods
 OW0338.and adjusted by the National Geodetic Survey in January 1997..
 OW0338
 OW0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0338
 OW0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0338
 OW0338.The geoid height was determined by GEOID03.
 OW0338
 OW0338;                    North         East     Units Scale Factor Converg.
 OW0338;SPC WYWC     -   294,459.111   545,833.368   MT  0.99997358   -0 27 19.6
 OW0338;UTM  12      - 4,778,617.085   628,801.826   MT  0.99980408   +1 05 00.6
 OW0338
 OW0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0338!SPC WYWC     -   0.99942794  x   0.99997358  =   0.99940154
 OW0338!UTM  12      -   0.99942794  x   0.99980408  =   0.99923214
 OW0338
 OW0338|---------------------------------------------------------------------|
 OW0338| PID    Reference Object                     Distance      Geod. Az  |
 OW0338|                                                           dddmmss.s |
 OW0338| CP6044 WILLOW RM 2                          11.940 METERS 00257     |
 OW0338| CP6042 WILLOW AZ MK                                       1231735.9 |
 OW0338| CP6043 WILLOW RM 1                          18.330 METERS 23624     |
 OW0338|---------------------------------------------------------------------|
 OW0338
 OW0338                          SUPERSEDED SURVEY CONTROL
 OW0338
 OW0338  NAD 83(1986)-  43 08 57.62145(N)    109 24 57.38517(W) AD(       ) 2
 OW0338  NAD 27      -  43 08 57.78000(N)    109 24 54.87800(W) AD(       ) 2
 OW0338  NGVD 29 (11/06/89) 3656.3    (m)        11996.     (f) VERT ANG       
 OW0338
 OW0338.Superseded values are not recommended for survey control.
 OW0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0338.See file dsdata.txt to determine how the superseded data were derived.
 OW0338
 OW0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN2880278617(NAD 83)
 OW0338_MARKER: DS = TRIANGULATION STATION DISK
 OW0338_SETTING: 66 = SET IN ROCK OUTCROP
 OW0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0338
 OW0338  HISTORY     - Date     Condition        Report By
 OW0338  HISTORY     - 1936     MONUMENTED       CGS
 OW0338  HISTORY     - 1950     GOOD             USGS
 OW0338
 OW0338                          STATION DESCRIPTION
 OW0338
 OW0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0338'ABOUT 28-1/2 MILES AIR LINE WEST-NORTHWEST OF FORT WASHAKIE, ON
 OW0338'HIGHEST ROCKY PEAK OF KIRKLAND MOUNTAINS, IN FORKS BETWEEN HEADS
 OW0338'OF NORTH AND SOUTH FORKS OF WILLOW CREEK, AND ON SOUTH END AND
 OW0338'HIGH PART OF DIVIDE 2 MILES NORTHWEST OF NORTH FORK OF BULL
 OW0338'LAKE CREEK.  FROM STATION THE DIVIDE RUNS NORTHWESTERLY 3 MILES
 OW0338'TO INDIAN PASS.  RIDGE IN VICINITY OF STATION IS ROUGH WITH
 OW0338'SEVERAL ROCKY TIPS.  APPROXIMATE ELEVATION IS 12,000 FEET.
 OW0338'TO REACH FROM CROWHEART STORE ON U.S. HIGHWAY 287, 31 MILE BY
 OW0338'ROAD NORTHWEST OF FORT WASHAKIE, FOLLOW HIGHWAY EASTERLY 0.45
 OW0338'MILE.  TURN RIGHT OFF HIGHWAY AT SIGN MEADOW CREEK R.S. 10
 OW0338'MI., AND GO SOUTHERLY AND WESTERLY ON ONLY WELL-TRAVELED AND
 OW0338'GRADED ROAD 9.8 MILES TO MEADOW CREEK RANGER STATION AND END
 OW0338'OF TRUCK TRAVEL.  ROAD TO RANGER STATION IS FOLLOWED CLOSELY
 OW0338'BY TELEPHONE LINE FOR ENTIRE DISTANCE.  RANGER CAN FURNISH
 OW0338'INFORMATION AS TO WHERE HORSES CAN BE SECURED.  GENERAL ROUTE
 OW0338'FROM RANGER STATION FOLLOWS NO. 1 FOREST SERVICE BOLDY
 OW0338'MOUNTAIN TRAIL 2.0 MILES UP CANYON TO ITS HEAD AT OLD
 OW0338'CROSS-TRAIL.  THENCE WESTERLY ON OLD TRAIL ABOUT 2-1/2 MILES
 OW0338'TO CREST OF BARREN RIDGE (1/2 MILE NORTHWEST OF STATION
 OW0338'BOLD).  THENCE DOWN (SOUTH) 3/4 MILE TO SPRING AND GOOD
 OW0338'CAMP SITE.  THENCE ABOUT 200 YARDS SOUTH FROM SPRING TO
 OW0338'TRAIL (BLAZED) LEADING WESTERLY.  FOLLOW THIS TRAIL WESTERLY
 OW0338'ABOUT 4 MILES UP NORTH SIDE OF WILLOW CREEK VALLEY.  CROSS
 OW0338'WILLOW CREEK TO LEFT, LEAVING BLAZED TRAIL, AND CONTINUE UP
 OW0338'DRAW AND ON UP STEEP SLOPES ABOVE TIMBER LINE SOUTHWESTERLY
 OW0338'TO HIGHEST ROCKY PEAK AND STATION.  ABOUT 5-HOUR HORSE PACK FROM
 OW0338'RANGER STATION.  STATION MARK IS STANDARD DISK IN OUTCROPPING
 OW0338'BEDROCK.  REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 OW0338'IN OUTCROPPING BEDROCK.  NO. 1 IS 18.330 METERS (60.14
 OW0338'FEET) SOUTHWEST FROM STATION S 56 DEG 24 MIN W.  NO. 2
 OW0338'IS 11.940 METERS (39.17 FEET) NORTH FROM STATION
 OW0338'N 02 DEG 57 MIN E.  AZIMUTH MARK IS IN ROCK OUTCROP ON FIRST
 OW0338'PROMINENT ROCKY BUTTE ABOUT 0.5 MILE SOUTHEAST OF STATION
 OW0338'S 56 DEG 42 MIN E.
 OW0338
 OW0338                          STATION RECOVERY (1950)
 OW0338
 OW0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 OW0338'RECOVERED BY USGS IN 1950.
 OW0338'
 OW0338'STATION MARK--STANDARD DISK IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0311 ***********************************************************************
 PX0311  DESIGNATION -  WILLOW
 PX0311  PID         -  PX0311
 PX0311  STATE/COUNTY-  WY/BIG HORN
 PX0311  USGS QUAD   -  KANE (1964)
 PX0311
 PX0311                         *CURRENT SURVEY CONTROL
 PX0311  ___________________________________________________________________
 PX0311* NAD 83(1993)-  44 49 18.99735(N)    108 08 26.67726(W)     ADJUSTED  
 PX0311* NAVD 88     -      1169.6    (meters)    3837.     (feet)  VERTCON   
 PX0311  ___________________________________________________________________
 PX0311  LAPLACE CORR-          16.97  (seconds)                    DEFLEC99
 PX0311  GEOID HEIGHT-         -11.90  (meters)                     GEOID03
 PX0311
 PX0311  HORZ ORDER  -  SECOND
 PX0311
 PX0311.The horizontal coordinates were established by classical geodetic methods
 PX0311.and adjusted by the National Geodetic Survey in January 1997..
 PX0311
 PX0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0311
 PX0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0311
 PX0311.The geoid height was determined by GEOID03.
 PX0311
 PX0311;                    North         East     Units Scale Factor Converg.
 PX0311;SPC WYEC     -   580,395.379   336,145.358   MT  0.99998762   -0 34 09.0
 PX0311;UTM  12      - 4,967,148.497   726,050.716   MT  1.00022840   +2 00 58.9
 PX0311
 PX0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0311!SPC WYEC     -   0.99981852  x   0.99998762  =   0.99980614
 PX0311!UTM  12      -   0.99981852  x   1.00022840  =   1.00004687
 PX0311
 PX0311|---------------------------------------------------------------------|
 PX0311| PID    Reference Object                     Distance      Geod. Az  |
 PX0311|                                                           dddmmss.s |
 PX0311| CQ6860 WILLOW RM 1                          49.213 METERS 03855     |
 PX0311| CQ6861 WILLOW RM 2                          25.795 METERS 30552     |
 PX0311| CQ6859 WILLOW AZ MK                                       3142933.5 |
 PX0311|---------------------------------------------------------------------|
 PX0311
 PX0311                          SUPERSEDED SURVEY CONTROL
 PX0311
 PX0311  NAD 83(1986)-  44 49 18.98500(N)    108 08 26.66632(W) AD(       ) 2
 PX0311  NAD 27      -  44 49 19.14840(N)    108 08 24.27480(W) AD(       ) 2
 PX0311  NGVD 29 (07/19/86) 1168.8    (m)         3835.     (f) VERT ANG       
 PX0311
 PX0311.Superseded values are not recommended for survey control.
 PX0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0311.See file dsdata.txt to determine how the superseded data were derived.
 PX0311
 PX0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ2605167148(NAD 83)
 PX0311_MARKER: DS = TRIANGULATION STATION DISK
 PX0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0311_STAMPING: WILLOW 1957
 PX0311_MARK LOGO: CGS   
 PX0311_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0311+STABILITY: SURFACE MOTION
 PX0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PX0311+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 PX0311
 PX0311  HISTORY     - Date     Condition        Report By
 PX0311  HISTORY     - 1957     MONUMENTED       CGS
 PX0311  HISTORY     - 19820719 GOOD             NGS
 PX0311  HISTORY     - 20050414 GOOD             WYPLS
 PX0311
 PX0311                          STATION DESCRIPTION
 PX0311
 PX0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PX0311'STATION IS LOCATED ABOUT 13 MILES CAST OF LOVELL, ABOUT 4 MILES
 PX0311'SOUTHEAST OF THE VILLAGE OF KANE, ON THE RIGHT-OF-WAY OF STATE
 PX0311'HIGHWAY 14 AND 3.25 MILES, BY ROAD, SOUTHEAST OF HIGHWAY BRIDGE
 PX0311'OVER THE BIG HORN RIVER.
 PX0311'
 PX0311'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 310 AND STATE HIGHWAY 14,
 PX0311'IN THE SOUTH EDGE OF LOVELL, BY GOING EASTERLY ON HIGHWAY 14 FOR
 PX0311'10 MILES TO A BRIDGE OVER THE BIG HORN RIVER, CONTINUE EASTERLY
 PX0311'ON HIGHWAY 14 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 PX0311'CONTINUE EASTERLY ON HIGHWAY 14 FOR 1.0 MILE TO A SIDE ROAD RIGHT
 PX0311'AND THE STATION IN THE SOUTHEAST ANGLE OF INTERSECTION.
 PX0311'
 PX0311'STATION MARKS ARE STANDARD DISKS, STAMPED WILLOW 1957.  THE
 PX0311'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 PX0311'PROJECTING 4 INCHES.  IT IS 94 FEET SOUTH OF THE CENTER OF STATE
 PX0311'HIGHWAY 14, 14 FEET EAST-NORTHEAST OF THE EAST END OF A CATTLE
 PX0311'GUARD, 6 FEET NORTHEAST OF A TRIANGLE BLAZE ON THE NORTH SIDE OF
 PX0311'A FENCE POST AND 5 FEET NORTH OF A ROAD RIGHT-OF-WAY FENCE.  A
 PX0311'WHITE POST WAS SET 5 FEET SOUTH-SOUTHEAST OF THE MARK.  THE
 PX0311'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 31
 PX0311'INCHES BELOW THE GROUND SURFACE.
 PX0311'
 PX0311'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WILLOW NO 1 1957,
 PX0311'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 PX0311'4 INCHES.  IT IS 66 FEET NORTH OF THE CENTER OF STATE HIGHWAY 14,
 PX0311'26 FEET SOUTH OF A ROAD RIGHT-OF-WAY FENCE AND 1 FOOT SOUTHWEST OF
 PX0311'A TELEPHONE POLE.
 PX0311'
 PX0311'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WILLOW NO 2 1957,
 PX0311'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 5
 PX0311'INCHES.  IT IS 91 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 14,
 PX0311'28 FEET WEST OF THE CENTER OF A GRADED ROAD AND 2 FEET NORTH OF A
 PX0311'ROAD RIGHT-OF-WAY FENCE.
 PX0311'
 PX0311'AZIMUTH MARK IS A STANDARD DISK, STAMPED WILLOW 1957, SET IN THE
 PX0311'TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 3 INCHES.
 PX0311'IT IS 90 FEET WEST OF THE CENTER OF STATE HIGHWAY 14.  A WHITE
 PX0311'POST WAS SET 3 FEET NORTH OF THE MARK.
 PX0311
 PX0311                          STATION RECOVERY (1982)
 PX0311
 PX0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PX0311'THE STATION MARK, REFERENCE MARK 1 AND 2, AND THE AZIMUTH MARK WAS
 PX0311'RECOVERED IN GOOD CONDITION.  THE STATION MARK WAS COVERED BY DIRT
 PX0311'FROM CONSTRUCTION AND WITH THE HELP OF A CREW FROM THE WYOMING HIGHWAY
 PX0311'DEPARTMENT IT WAS RELOCATED.  A NEW DESCRIPTION IS GIVEN AND WITNESS
 PX0311'POSTS WERE SET WHERE NEEDED.  THE ANGLES CHECKED WITH OLD DATA WITHIN
 PX0311'LIMITS AND THE DISTANCE TO REFERENCE MARK 2 CHECK WITHIN LIMITS ALSO,
 PX0311'BUT THE DISTANCE TO REFERENCE MARK 1 DID NOT BUT WAS MEASURED WITH AN
 PX0311'EDM AS WAS THE DISTANCE BETWEEN THE REFERENCE MARKS.  THE DISTANCE
 PX0311'GIVEN ARE MARK TO MARK DISTANCES.  THE AZIMUTH MARK WAS POSITIONED AT
 PX0311'THIS TIME.  THE STATION IS LOCATED ABOUT 21 KM (13.05 MI) EAST OF
 PX0311'LOVELL, ABOUT 6.5 KM (4.05 MI) SOUTHEAST OF THE VILLAGE OF KANE AND ON
 PX0311'THE RIGHT OF WAY OF US HIGHWAY 14 ALT.  IT IS 5.2 KM (3.25 MI)
 PX0311'SOUTHEAST OF THE BRIDGE OVER THE BIG HORN RIVER ON US HIGHWAY 14 ALT.
 PX0311'OWNERSHIP- CONTACT MR WILSON SEINER, WYOMING STATE HIGHWAY DEPT.
 PX0311'PHOTOGRAMMETRY AND SURVEYS DEPT, 5300 BISHOP, CHEYENNE, WYOMING 82001.
 PX0311'TELEPHONE 307-777-7541.  TO REACH THE STATION FROM THE INTERSECTION OF
 PX0311'US 310 AND US HIGHWAY 14 ALT ON THE EASTSIDE OF LOVELL, WYOMING, GO
 PX0311'EAST ON US HIGHWAY 14 ALT FOR 16.8 KM (10.45 MI) TO THE BRIDGE OVER
 PX0311'THE BIG HORN RIVER.  CONTINUE EAST FOR 3.8 KM (2.35 MI) TO A SIDE ROAD
 PX0311'RIGHT AND THE AZIMUTH MARK 30 M (98.4 FT) PAST THE SIDE ROAD RIGHT, ON
 PX0311'THE RIGHT, ABOVE THE ROAD CUT.  CONTINUE EAST ON US 14 ALT FOR 1.5 KM
 PX0311'(0.95 MI) TO A SIDE ROAD RIGHT AND THE STATION MARK ON THE RIGHT IN
 PX0311'THE HIGHWAY RIGHT OF WAY. THE SIDE ROAD RIGHT IS CALLED CRYSTAL CREEK
 PX0311'ROAD.
 PX0311' 
 PX0311'THE STATION IS A STANDARD CGS DISK STAMPED--WILLOW 1957--, SET INTO
 PX0311'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 PX0311'FLUSH WITH GROUND LOCATED 91 FT (27.7 M) SSW FROM THE CENTER LINE OF
 PX0311'US HIGHWAY 14 ALT, 46 FT (14.0 M) NE FROM THE CENTER OF A CATTLE
 PX0311'GUARD, 26 FT (7.9 M) E FROM THE CENTER OF A SIDE ROAD TO CRYSTAL
 PX0311'CREEK, AND 3.1 FT (0.9 M) ENE FROM A METAL WITNESS POST WITH SIGN.
 PX0311' 
 PX0311'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--WILLOW NO 1
 PX0311'1957--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 PX0311'CM) IN DIAMETER PROJECTING 3 INCHES OR 8 CM ABOVE THE GROUND LOCATED
 PX0311'80 FT (24.4 M) SSW FROM THE NORTHERN RIGHT OF WAY FENCE, 70 FT (21.3
 PX0311'M) NNE FROM THE CENTER LINE OF US HIGHWAY 14 ALT, 49 FT (14.9 M) N
 PX0311'FROM A CULVERT PIPE UNDER THE HIGHWAY, AND 1 M (3.3 FT) LOWER THAN THE
 PX0311'STATION.
 PX0311' 
 PX0311'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--WILLOW NO 2
 PX0311'1957--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 PX0311'CM) ON SIDE PROJECTING 3 INCHES OR 8 CM ABOVE THE GROUND LOCATED 97 FT
 PX0311'(29.6 M) SSW FROM THE CENTER LINE OF US HIGHWAY 14 ALT, 55 FT (16.8 M)
 PX0311'W FROM THE CENTER OF THE SIDE ROAD TO CRYSTAL CREEK, AND 52 FT (15.8
 PX0311'M) NNE FROM THE SOUTHERN RIGHT OF WAY FENCE.
 PX0311' 
 PX0311'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--WILLOW 1957--, SET
 PX0311'INTO THE TOP OF A SQUAE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 PX0311'DIAMETER PROJECTING 2 INCHES OR 5 CM ABOVE THE GROUND.  THE AZIMUTH
 PX0311'MARK IS LOCATED ABOVE A ROAD CUT IN THE NORTHEASTERN SIDE OF A FLAT
 PX0311'HILL.  IT IS LOCATED 59 FT (18.0 M) NE FROM THE SOUTHERN RIGHT OF WAY
 PX0311'FENCE, 3 FT (0.9 M) SE FROM A METAL WITNESS POST WITH SIGN, AND 2 FT
 PX0311'(0.6 M) NW FROM A WOODEN WITNESS POST.  TO REACH THE AZIMUTH MARK FROM
 PX0311'THE INTERSECTION OF US HIGHWAY 310 AND US 14 ALT JUST EAST OF LOVELL,
 PX0311'WYOMING, GO EAST ON US 14 ALT FOR 16.8 KM (10.45 MI) TO THE BRIDGE
 PX0311'OVER THE BIG HORN RIVER. CONTINUE EAST FOR 3.8 KM (2.35 MI) TO A SIDE
 PX0311'ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT ABOVE THE ROAD CUT AND
 PX0311'JUST PAST THE SIDE ROAD RIGHT.  THE SIDE ROAD RIGHT GOES TO THE M L
 PX0311'RANCH HISTORIC SITE.
 PX0311
 PX0311                          STATION RECOVERY (2005)
 PX0311
 PX0311'RECOVERY NOTE BY WYOMING PROFESSIONAL LAND SURVEYOR 2005 (RED)
 PX0311'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0521 ***********************************************************************
 NQ0521  DESIGNATION -  WILLOW
 NQ0521  PID         -  NQ0521
 NQ0521  STATE/COUNTY-  WY/NIOBRARA
 NQ0521  USGS QUAD   -  LONE TREE HILL (1974)
 NQ0521
 NQ0521                         *CURRENT SURVEY CONTROL
 NQ0521  ___________________________________________________________________
 NQ0521* NAD 83(1993)-  42 41 10.50718(N)    104 39 52.13347(W)     ADJUSTED  
 NQ0521* NAVD 88     -      1856.2    (meters)    6090.     (feet)  VERTCON   
 NQ0521  ___________________________________________________________________
 NQ0521  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 NQ0521  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NQ0521
 NQ0521  HORZ ORDER  -  FIRST
 NQ0521
 NQ0521.The horizontal coordinates were established by classical geodetic methods
 NQ0521.and adjusted by the National Geodetic Survey in January 1997..
 NQ0521
 NQ0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0521
 NQ0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0521
 NQ0521.The geoid height was determined by GEOID03.
 NQ0521
 NQ0521;                    North         East     Units Scale Factor Converg.
 NQ0521;SPC WY E     -   242,924.068   241,153.865   MT  0.99995833   +0 20 25.7
 NQ0521;UTM  13      - 4,726,029.135   527,486.304   MT  0.99960929   +0 13 38.9
 NQ0521
 NQ0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0521!SPC WY E     -   0.99971120  x   0.99995833  =   0.99966954
 NQ0521!UTM  13      -   0.99971120  x   0.99960929  =   0.99932060
 NQ0521
 NQ0521:                Primary Azimuth Mark                     Grid Az
 NQ0521:SPC WY E     -  MANVILLE C AND NW RY CO TANK             020 31 10.3
 NQ0521:UTM  13      -  MANVILLE C AND NW RY CO TANK             020 37 57.1
 NQ0521
 NQ0521|---------------------------------------------------------------------|
 NQ0521| PID    Reference Object                     Distance      Geod. Az  |
 NQ0521|                                                           dddmmss.s |
 NQ0521| NQ0515 MANVILLE C AND NW RY CO TANK        APPROX.11.4 KM 0205136.0 |
 NQ0521| NQ0517 MANVILLE CONG CHURCH STEEPLE        APPROX.11.1 KM 0212255.9 |
 NQ0521| CQ4428 WILLOW RM 1                          11.196 METERS 10637     |
 NQ0521| CQ4429 WILLOW RM 2                          13.136 METERS 23427     |
 NQ0521| CQ4427 WILLOW AZ MK                                       3263355.0 |
 NQ0521| NQ0518 JIREH COLLEGE CUPOLA                APPROX.10.5 KM 3391222.9 |
 NQ0521|---------------------------------------------------------------------|
 NQ0521
 NQ0521                          SUPERSEDED SURVEY CONTROL
 NQ0521
 NQ0521  NAD 83(1986)-  42 41 10.48336(N)    104 39 52.12297(W) AD(       ) 1
 NQ0521  NAD 27      -  42 41 10.60200(N)    104 39 50.26500(W) AD(       ) 1
 NQ0521  NGVD 29 (07/19/86) 1855.4    (m)         6087.     (f) VERT ANG       
 NQ0521
 NQ0521.Superseded values are not recommended for survey control.
 NQ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0521.See file dsdata.txt to determine how the superseded data were derived.
 NQ0521
 NQ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH2748626029(NAD 83)
 NQ0521_MARKER: DS = TRIANGULATION STATION DISK
 NQ0521_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0521_SP_SET: PARTIALLY EXPOSED BEDROCK
 NQ0521
 NQ0521  HISTORY     - Date     Condition        Report By
 NQ0521  HISTORY     - 1912     MONUMENTED       CGS
 NQ0521  HISTORY     - 1938     GOOD             CGS
 NQ0521  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NQ0521  HISTORY     - 1971     GOOD             NGS
 NQ0521
 NQ0521                          STATION DESCRIPTION
 NQ0521
 NQ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 NQ0521'ABOUT 5 MILES NORTH OF WILLOW POST OFFICE, AND 7 MILES S 21 DEG
 NQ0521'W FROM MANVILLE, ON MOST NORTHERN AND WESTERN HIGH HILL IN
 NQ0521'VICINITY.  HILL IS BARE TOPPED RIDGE ABOUT 350 METERS (1148
 NQ0521'FEET) IN LENGTH NORTH AND SOUTH, WITH RIM OF ROCK ALONG EAST
 NQ0521'SIDE AND GENTLE SLOPES TO WEST.  STATION IS NEAR SOUTH END OF
 NQ0521'HIGHEST PART OF RIDGE, ABOUT 190 METERS (623 FEET) FROM NORTH
 NQ0521'END OF HILL.  MARKED BY STANDARD DISK IN BEDROCK.  REFERENCE
 NQ0521'MARK IS STANDARD REFERENCE DISK IN BEDROCK, 11.218 METERS
 NQ0521'(36.80 FEET) FROM STATION.
 NQ0521
 NQ0521                          STATION RECOVERY (1938)
 NQ0521
 NQ0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 NQ0521'STATION IS LOCATED ABOUT 5 MILES SOUTH OF JIREH ON THE MIDDLE
 NQ0521'OF THREE HIGH POINTS OF A RIDGE RUNNING NORTH AND SOUTH.
 NQ0521'
 NQ0521'STATION IS REACHED AS FOLLOWS.  FROM THE RR AT JIREH WHICH IS
 NQ0521'ON U.S. 20, 5 MILES WEST OF MANVILLE, AND 2.1 MILES EAST OF THE
 NQ0521'KEELINE POST OFFICE, AND 26.2 MILES EAST OF THE JUNCTION
 NQ0521'OF U.S. 87 AND U.S. 20, AT ORIN, GO WEST 0.05 MILE TO A GRADED
 NQ0521'DIRT ROAD LEADING SOUTH, TURN SOUTH ON THIS ROAD AND GO 2.5
 NQ0521'MILES TO A RANCH ROAD TURNING LEFT, EAST, THROUGH A GATE
 NQ0521'OPPOSITE A SMALL FRAME SCHOOLHOUSE, AND JUST NORTH OF A SMALL
 NQ0521'WOODEN BRIDGE OVER A DRY WASH, TAKE THIS ROAD (EAST) AND
 NQ0521'GO 1.9 MILES TO FRANK BROOKES RANCH HOUSE, GO THROUGH GATE TO
 NQ0521'BARNYARD, CROSS BARNYARD TO SOUTHEAST AND GO THROUGH GATE TO
 NQ0521'PASTURE, (FROM THIS POINT THE STATION IS THE HIGHEST POINT
 NQ0521'VISIBLE TO THE SOUTH), GO EAST 200 FEET TO A FENCE CORNER AND
 NQ0521'ANOTHER WIRE GATE IN AN E-W FENCE, TURN RIGHT THROUGH THIS
 NQ0521'GATE AND GO ON RANCH ROAD SOUTH ALONG FENCE 0.2 MILE TO END
 NQ0521'OF THE FENCE AND FORK IN ROAD, KEEP THE RIGHT HAND ROAD WHICH
 NQ0521'GOES UP VALLEY IN A SOUTHERLY DIRECTION TOWARD A GAP IN THE
 NQ0521'HILLS, FOLLOW THIS ROAD FOR 0.4 MILE TO A FORK, KEEP RIGHT
 NQ0521'FORK SOUTH AND GO 1.2 MILES TO WHERE ROAD DROPS DOWN HILL
 NQ0521'INTO SWALE BETWEEN THE HILLS, LEAVE THE ROAD AT THIS POINT
 NQ0521'TURNING LEFT OVER GRASS COVERED HILLS TO THE MAIN RIDGE
 NQ0521'LEADING DOWN FROM THE PEAK, FOLLOW THE HIGHEST PART OF
 NQ0521'THIS RIDGE SOUTHEAST AS FAR AS TRUCK WILL TRAVEL (ABOUT 1
 NQ0521'MILE).  FROM THE END OF TRUCK TRAVEL CONTINUE ON UP RIDGE TO A
 NQ0521'LONE PINE TREE ON THE NORTH END OF RIDGE, TURN RIGHT (SOUTH)
 NQ0521'ALONG THE TOP OF THE RIDGE ABOUT 1/4 MILE TO THE STATION.
 NQ0521'
 NQ0521'AZIMUTH MARK IS 0.2 MILE WEST OF ROAD WHERE IT DROPS DOWN INTO
 NQ0521'TWO SWALES BETWEEN THE HILLS, IT IS 1.3 MILES NORTH OF THE
 NQ0521'STATION.
 NQ0521'
 NQ0521'DISTANCES TO OLD REFERENCE MARKS CHECKS WITH OLD MEASUREMENT.
 NQ0521
 NQ0521                          STATION RECOVERY (1948)
 NQ0521
 NQ0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NQ0521'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 NQ0521'AS DESCRIBED WITH THE EXCEPTION OF A SLIGHT DIFFERENCE IN
 NQ0521'DISTANCE TO REFERENCE MARK NO. 1, THE CORRECT DATA LISTED BELOW.
 NQ0521'
 NQ0521'THE STATION IS LOCATED ABOUT 5 MILES AIRLINE SOUTH OF JIREH
 NQ0521'ON THE MIDDLE ONE OF THREE HIGH POINTS OF A RIDGE RUNNING
 NQ0521'NORTH AND SOUTH, 48 PACES NORTHWEST OF A LONE, 14-INCH PINE
 NQ0521'TREE, 15 PACES SOUTHWEST OF THE EAST RIM, A BRONZE DISK
 NQ0521'FLUSH, AND IS STAMPED, WILLOW 1912.
 NQ0521'
 NQ0521'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 NQ0521'THE STATION, 27 PACES SOUTHWEST OF THE EAST RIM, A BRONZE
 NQ0521'DISK PROJECTS 10 INCHES, AND IS
 NQ0521'STAMPED, WILLOW NO 1 1912.
 NQ0521'
 NQ0521'REFERENCE MARK NO 2 IS APPROXIMATELY 2 FEET LOWER THAN THE STATION,
 NQ0521'ON THE SOUTHWEST SLOPE, A BRONZE DISK
 NQ0521'PROJECTS 6 INCHES AND IS STAMPED, WILLOW NO 2 1938.
 NQ0521'
 NQ0521'THE AZIMUTH MARK IS LOCATED NEAR THE HIGHEST POINT OF A LOW
 NQ0521'FLAT-TOPPED HILL WHICH IS ENROUTE TO STATION, 0.2 MILE WEST OF
 NQ0521'THE TRACK ROAD FROM THE POINT WHERE THE ROAD DROPS DOWN INTO THE
 NQ0521'SWALE, A BRONZE DISK PROJECTS 8
 NQ0521'INCHES AND IS STAMPED, WILLOW 1938.
 NQ0521'
 NQ0521'TO REACH FROM KEELINE POST OFFICE WHICH IS LOCATED ON U.S.
 NQ0521'HIGHWAY 20, 24 MILES EAST OF THE JUNCTION OF U.S. HIGHWAYS 87
 NQ0521'AND 20 AT ORIN.  GO EAST ON U.S. HIGHWAY 20 FOR 2.1 MILES TO
 NQ0521'A GRADED DIRT ROAD LEADING SOUTH.  TURN RIGHT (SOUTH) AND GO
 NQ0521'2.7 MILES TO A SMALL FRAME SCHOOL HOUSE ON RIGHT AND A RANCH
 NQ0521'ROAD TURNING LEFT THROUGH A GATE.  TURN LEFT (EAST) AND FOLLOW
 NQ0521'THIS ROAD FOR 1.9 MILES TO FRANK BROOKS RANCH HOUSE.  PASS
 NQ0521'THROUGH GATE TO BARN YARD.  CROSS BARN YARD TO THE SOUTHEAST
 NQ0521'FOR 0.2 MILE TO A GATE LEADING TO PASTURE.  (FROM THIS POINT
 NQ0521'THE STATION IS THE HIGHEST POINT VISIBLE TO THE SOUTH).  PASS
 NQ0521'THROUGH GATE INTO PASTURE AND GO SOUTHEAST FOR APPROXIMATELY 200
 NQ0521'YARDS TO A WIRE GATE IN AN EAST-WEST FENCE.  PASS
 NQ0521'THROUGH THIS GATE AND FOLLOW RANCH ROAD SOUTH ALONG THE FENCE
 NQ0521'FOR 0.25 MILE TO THE END OF FENCE.  CONTINUE STRAIGHT AHEAD
 NQ0521'UP THE VALLEY IN A SOUTHERLY DIRECTION TOWARD A GAP IN THE
 NQ0521'HILLS FOR 0.4 MILE TO A FORK.  KEEP THE RIGHT FORK (SOUTH) AND
 NQ0521'GO 1.0 MILE TO A POINT WHERE THE ROAD DROPS DOWN INTO SWALE
 NQ0521'BETWEEN HILLS AND AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE
 NQ0521'STRAIGHT FOR 0.25 MILE ON TRACK ROAD TO THE BOTTOM OF THE SWALE.
 NQ0521'LEAVE ROAD AND CONTINUE SOUTH-SOUTHEAST OVER A SMALL
 NQ0521'RIDGE TO THE MAIN RIDGE.  FOLLOW THIS MAIN ROAD (WHICH RUNS
 NQ0521'EAST) TO THE TOP, THENCE SOUTH ALONG THE STATION RIDGE
 NQ0521'TO STATION AS DESCRIBED ABOVE.
 NQ0521'
 NQ0521'THIS LAST DISTANCE IS APPROXIMATELY 1.3 MILE AND CAN BE DRIVEN
 NQ0521'WITH A 4 WHEEL DRIVE VEHICLE.  A TWO WHEEL DRIVE VEHICLE WILL
 NQ0521'REQUIRE APPROXIMATELY 30 MINUTES PACKING.
 NQ0521'
 NQ0521'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
 NQ0521
 NQ0521                          STATION RECOVERY (1971)
 NQ0521
 NQ0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WTJ)
 NQ0521'STATION, R.M.S 1 AND 2 RECOVERED AS DESCRIBED IN 1948 BY
 NQ0521'DHK.  THE AZIMUTH WAS NOT SEARCHED FOR.  THE 1948 DESCRIPTION
 NQ0521'IS ADEQUATE FOR RECOVERY.
 NQ0521'
 NQ0521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 NQ0521'SSW OF MANVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0547 ***********************************************************************
 NR0547  DESIGNATION -  WILLOW
 NR0547  PID         -  NR0547
 NR0547  STATE/COUNTY-  WY/NATRONA
 NR0547  USGS QUAD   -  CLARKSON HILL (1984)
 NR0547
 NR0547                         *CURRENT SURVEY CONTROL
 NR0547  ___________________________________________________________________
 NR0547* NAD 83(1993)-  42 44 21.47580(N)    106 42 34.69440(W)     ADJUSTED  
 NR0547* NAVD 88     -      1818.0    (meters)    5965.     (feet)  VERTCON   
 NR0547  ___________________________________________________________________
 NR0547  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 NR0547  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 NR0547
 NR0547  HORZ ORDER  -  THIRD
 NR0547
 NR0547.The horizontal coordinates were established by classical geodetic methods
 NR0547.and adjusted by the National Geodetic Survey in January 1997..
 NR0547
 NR0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0547
 NR0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0547
 NR0547.The geoid height was determined by GEOID03.
 NR0547
 NR0547;                    North         East     Units Scale Factor Converg.
 NR0547;SPC WYEC     -   348,882.884   451,068.147   MT  0.99996957   +0 25 23.8
 NR0547;UTM  13      - 4,733,282.175   360,060.916   MT  0.99984093   -1 09 37.6
 NR0547
 NR0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0547!SPC WYEC     -   0.99971700  x   0.99996957  =   0.99968658
 NR0547!UTM  13      -   0.99971700  x   0.99984093  =   0.99955798
 NR0547
 NR0547:                Primary Azimuth Mark                     Grid Az
 NR0547:SPC WYEC     -  MILLS                                    321 18 05.6
 NR0547:UTM  13      -  MILLS                                    322 53 07.0
 NR0547
 NR0547|---------------------------------------------------------------------|
 NR0547| PID    Reference Object                     Distance      Geod. Az  |
 NR0547|                                                           dddmmss.s |
 NR0547| NR0536 MILLS                               APPROX. 5.6 KM 3214329.4 |
 NR0547|---------------------------------------------------------------------|
 NR0547
 NR0547                          SUPERSEDED SURVEY CONTROL
 NR0547
 NR0547  NAD 83(1986)-  42 44 21.46253(N)    106 42 34.67024(W) AD(       ) 3
 NR0547  NGVD 29 (09/08/93) 1817.0    (m)         5961.     (f) VERT ANG       
 NR0547
 NR0547.Superseded values are not recommended for survey control.
 NR0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0547.See file dsdata.txt to determine how the superseded data were derived.
 NR0547
 NR0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH6006133282(NAD 83)
 NR0547_MARKER: DS = TRIANGULATION STATION DISK
 NR0547_SETTING: 0 = UNSPECIFIED SETTING
 NR0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0547
 NR0547  HISTORY     - Date     Condition        Report By
 NR0547  HISTORY     - 1948     MONUMENTED       USGS
 NR0547
 NR0547                          STATION DESCRIPTION
 NR0547
 NR0547'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 NR0547'LOCATED 20 MI. SW. OF CASPER AND 5 MI. N. OF SINCLAIR PUMPING STATION
 NR0547'NO. 7 ON A BARE HILL, 0.5 MI. NE. OF SE. COR. SEC. 18, T 32 N, R 82 W.
 NR0547'
 NR0547'TO REACH FROM CASPER, GO SW. FROM THE POST OFFICE ON STATE HIGHWAY 220
 NR0547'FOR 11.0 MI. TO GOOSE EGG INN, TURN RIGHT ON GRADED RD. AND GO W.
 NR0547'2.05 MI. TO T-RD., TURN RIGHT AND GO N. AND W. FOR 0.55 MI. TO BRIDGE
 NR0547'OVER N. PLATTE RIVER, CONTINUE N. AND W. FOR 0.8 MI. TO RD. FORK, TAKE
 NR0547'LEFT FORK AND GO S. AND SW. 2.4 MI. TO A CROSSROAD, CONTINUE SW. ON
 NR0547'MAIN RD. FOR 3.1 MI. TO CATTLEGUARD AND T-RD., TURN RIGHT AND GO N.
 NR0547'0.6 MI. TO RD. FORKS AND CATTLEGUARD, DO NOT CROSS CATTLEGUARD, TAKE
 NR0547'LEFT FORK AND GO W. 0.8 MI. TO T-RD., TURN LEFT AND GO SW. THRU OLD
 NR0547'OIL WELLS AND TANKS FOR 2.1 MI. TO RD. INTERSECTION ON TOP OF HILL,
 NR0547'CONTINUE (TO LEFT AND SW.) FOR 1.8 MI. TO RD. INTERSECTION, KEEP
 NR0547'LEFT AND CONTINUE SW. ON MAIN RD. FOR 0.3 MI. TO BRIDGE, CONTINUE
 NR0547'0.2 MI., PASSING THRU CATTLEGUARD, TO RD. FORK, TAKE RIGHT FORK,
 NR0547'LEAVING MAIN RD., AND GO W. 0.2 MI. TO HOUSE, GO LEFT ON S. SIDE OF
 NR0547'HOUSE AND GO SW. 1.0 MI. TO RD. FORK, TAKE LEFT AND CONTINUE SW. 0.3
 NR0547'MI. TO RD. FORK, TAKE RIGHT FORK AND GO W. 0.15 MI. TO CATTLEGUARD,
 NR0547'GO THRU AND TURN RIGHT AND GO N., FORDING SMALL CREEK NEAR OLD BRIDGE,
 NR0547'FOR 0.2 MI. TO GATE, CONTINUE N. ON W. SIDE OF FENCE 0.6 MI., PASSING
 NR0547'THRU TWO GATES TO RD. FORK ON N. SIDE OF GATE, TAKE RIGHT FORK AND GO
 NR0547'NE. 0.2 MI. ACROSS MEADOW TO T-INTERSECTION OF DIM RDS., TURN LEFT 100
 NR0547'FT. TO RD. FORK AND GO N. 0.5 MI. TO RD. FORK TO E., TURN LEFT,
 NR0547'LEAVING RD., AND GO W. 0.1 MI. TO TOP OF HILL AND STATION.
 NR0547'
 NR0547'STATION MARK--STANDARD TABLET STAMPED---WILLOW 1947 5961---, AND SET
 NR0547'IN TOP OF A CONCRETE MONUMENT 3 IN. ABOVE THE GROUND.
 NR0547'
 NR0547'REFERENCE MARK NO. 1--1 IN. IRON PIPE, IN A PILE OF STONES, 6 IN.
 NR0547'ABOVE GROUND, BEING 33.33 FT. NE. OF STATION N 40 DEGREES
 NR0547'39 MINUTES, SW.
 NR0547'
 NR0547'REFERENCE MARK NO. 2--1 IN. IRON PIPE, IN A PILE OF STONES, 6 IN.
 NR0547'ABOVE GROUND, BEING 17.71 FT. SE. OF STATION MARK N 40 DEGREES
 NR0547'32 MINUTES, NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0630 ***********************************************************************
 MP0630  DESIGNATION -  WILLOWS
 MP0630  PID         -  MP0630
 MP0630  STATE/COUNTY-  WY/CARBON
 MP0630  USGS QUAD   -  RENDLE HILL (1983)
 MP0630
 MP0630                         *CURRENT SURVEY CONTROL
 MP0630  ___________________________________________________________________
 MP0630* NAD 83(1993)-  41 58 22.06052(N)    107 18 30.48694(W)     ADJUSTED  
 MP0630* NAVD 88     -      2342.6    (meters)    7686.     (feet)  VERTCON   
 MP0630  ___________________________________________________________________
 MP0630  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 MP0630  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 MP0630
 MP0630  HORZ ORDER  -  THIRD
 MP0630
 MP0630.The horizontal coordinates were established by classical geodetic methods
 MP0630.and adjusted by the National Geodetic Survey in January 1997..
 MP0630
 MP0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0630
 MP0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0630
 MP0630.The geoid height was determined by GEOID03.
 MP0630
 MP0630;                    North         East     Units Scale Factor Converg.
 MP0630;SPC WYEC     -   263,556.417   402,060.811   MT  0.99993755   +0 00 59.9
 MP0630;UTM  13      - 4,649,333.284   308,731.157   MT  1.00005018   -1 32 39.5
 MP0630
 MP0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0630!SPC WYEC     -   0.99963487  x   0.99993755  =   0.99957244
 MP0630!UTM  13      -   0.99963487  x   1.00005018  =   0.99968503
 MP0630
 MP0630:                Primary Azimuth Mark                     Grid Az
 MP0630:SPC WYEC     -  WILDHORSE                                110 20 51.7
 MP0630:UTM  13      -  WILDHORSE                                111 54 31.1
 MP0630
 MP0630|---------------------------------------------------------------------|
 MP0630| PID    Reference Object                     Distance      Geod. Az  |
 MP0630|                                                           dddmmss.s |
 MP0630| MP0617 WILDHORSE                           APPROX.16.1 KM 1102151.6 |
 MP0630|---------------------------------------------------------------------|
 MP0630
 MP0630                          SUPERSEDED SURVEY CONTROL
 MP0630
 MP0630  NAD 83(1986)-  41 58 22.04793(N)    107 18 30.47847(W) AD(       ) 3
 MP0630  NAD 27      -  41 58 22.20325(N)    107 18 28.27631(W) AD(       ) 3
 MP0630  NGVD 29 (07/19/86) 2341.5    (m)         7682.     (f) VERT ANG       
 MP0630
 MP0630.Superseded values are not recommended for survey control.
 MP0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0630.See file dsdata.txt to determine how the superseded data were derived.
 MP0630
 MP0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG0873149333(NAD 83)
 MP0630
 MP0630  HISTORY     - Date     Condition        Report By
 MP0630  HISTORY     - 1951     MONUMENTED       USGS
 MP0630  HISTORY     - 1958     GOOD             USGS
 MP0630
 MP0630                          STATION DESCRIPTION
 MP0630
 MP0630'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (IJB)
 MP0630'STATION LOCATED ABOUT 13 MI. N. AND 3 MI. W. OF RAWLINS, WYOMING, ON A
 MP0630'SE.- NW. RIDGE CAPPED WITH ROCK LEDGE, ALONG SOUTHERN EDGE.
 MP0630'
 MP0630'TO REACH FROM RAWLINS POST OFFICE, PROCEED E. ALONG U.S. HIGHWAY 30
 MP0630'3 BLKS., THENCE NORTHERLY ALONG U.S. HIGHWAY 287 10.8 MI. TO TRACK RD.
 MP0630'RIGHT AT E. END OF CUT, THENCE  ALONG TRACK RD. 0.2 MI.TO CROSS TRAILS
 MP0630'CONTINUE AHEAD NE. 1.5 MI. TO Y-FORK, THENCE LEFT W., 1.5 MI. TO DIM
 MP0630'FORKS, THENCE ALONG RIGHT FORK DOWNHILL 0.2 MI. TO CORRALS, THENCE
 MP0630'ACROSS COUNTRY NE. PICKING ROUTE OVER TWO ROCKY RIMS 0.9 MI. TO
 MP0630'STATION ON HIGHEST POINT ABOUT 500 FT. SE. OF A LARGE ROCK CAIRN AND
 MP0630'30 FT. NE. OF THE S. RIM OF ROCK CLIFF.
 MP0630'
 MP0630'STATION MARK - STANDARD TABLET SET IN LEDGE ROCK AND STAMPED
 MP0630'---WILLOWS 1951---.
 MP0630'
 MP0630'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET SET IN LEDGE ROCK,
 MP0630'STAMPED ---WILLOWS NO.1 1951---DISTANCE 28.45 FT., N 64 DEG 20 MIN E.
 MP0630'
 MP0630'REFERENCE MARK NO.2 - STANDARD REFERENCE TABLET SET IN LEDGE ROCK
 MP0630'STAMPED ---WILLOWS NO.2 1951---,DISTANCE 43.85 FT.,
 MP0630'N 48 DEG 27 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0278 ***********************************************************************
 NS0278  DESIGNATION -  WILSON
 NS0278  PID         -  NS0278
 NS0278  STATE/COUNTY-  WY/FREMONT
 NS0278  USGS QUAD   -  ROBERTS MOUNTAIN (1981)
 NS0278
 NS0278                         *CURRENT SURVEY CONTROL
 NS0278  ___________________________________________________________________
 NS0278* NAD 83(1993)-  42 58 54.48158(N)    109 21 27.07975(W)     ADJUSTED  
 NS0278* NAVD 88     -      3852.8    (meters)   12640.     (feet)  VERTCON   
 NS0278  ___________________________________________________________________
 NS0278  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 NS0278  GEOID HEIGHT-          -8.18  (meters)                     GEOID03
 NS0278
 NS0278  HORZ ORDER  -  SECOND
 NS0278
 NS0278.The horizontal coordinates were established by classical geodetic methods
 NS0278.and adjusted by the National Geodetic Survey in January 1997..
 NS0278
 NS0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0278
 NS0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0278
 NS0278.The geoid height was determined by GEOID03.
 NS0278
 NS0278;                    North         East     Units Scale Factor Converg.
 NS0278;SPC WYWC     -   275,811.168   550,450.467   MT  0.99996769   -0 24 51.1
 NS0278;UTM  12      - 4,760,102.584   633,916.491   MT  0.99982062   +1 07 11.8
 NS0278
 NS0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0278!SPC WYWC     -   0.99939744  x   0.99996769  =   0.99936515
 NS0278!UTM  12      -   0.99939744  x   0.99982062  =   0.99921816
 NS0278
 NS0278|---------------------------------------------------------------------|
 NS0278| PID    Reference Object                     Distance      Geod. Az  |
 NS0278|                                                           dddmmss.s |
 NS0278| CP6049 WILSON RM 1                                        00553     |
 NS0278| CP6050 WILSON RM 2                                        31736     |
 NS0278| CP6048 WILSON AZ MK                                       3453202.1 |
 NS0278|---------------------------------------------------------------------|
 NS0278
 NS0278                          SUPERSEDED SURVEY CONTROL
 NS0278
 NS0278  NAD 83(1986)-  42 58 54.47236(N)    109 21 27.06856(W) AD(       ) 2
 NS0278  NAD 27      -  42 58 54.62300(N)    109 21 24.57600(W) AD(       ) 2
 NS0278  NGVD 29 (11/06/89) 3851.2    (m)        12635.     (f) VERT ANG       
 NS0278
 NS0278.Superseded values are not recommended for survey control.
 NS0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0278.See file dsdata.txt to determine how the superseded data were derived.
 NS0278
 NS0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN3391660103(NAD 83)
 NS0278_MARKER: DD = SURVEY DISK
 NS0278_SETTING: 66 = SET IN ROCK OUTCROP
 NS0278_SP_SET: PARTIALLY EXPOSED BEDROCK
 NS0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0278
 NS0278  HISTORY     - Date     Condition        Report By
 NS0278  HISTORY     - 1936     MONUMENTED       USGS
 NS0278  HISTORY     - 1950     GOOD             USGS
 NS0278
 NS0278                          STATION DESCRIPTION
 NS0278
 NS0278'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 NS0278'ABOUT 24 MILES WEST BY SOUTH OF FORT WASHAKIE, ON SHOSHONE INDIAN
 NS0278'RESERVATION, ABOUT 3-1/2 MILES NORTHEAST OF CONTINENTAL DIVIDE,
 NS0278'ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF WINDY GAP, ON WESTERLY ONE OF
 NS0278'TWO HIGH (12,500-FOOT) ROCKY PROMONTORIES LYING AT SOUTH SIDE
 NS0278'OF HEAD OF WILSON CREEK AND AT JUNCTION OF NORTH-SOUTH RANGE
 NS0278'AND DIVIDE BETWEEN WILSON CREEK AND NORTH FORK OF LITTLE WIND
 NS0278'RIVER.  PROMONTORIES ARE SEPARATED BY DEEP NOTCH IN WHICH RISE
 NS0278'TWO NEEDLE-LIKE AND UNSCALABLE CRAGS.  STATION PROMONTORY JUTS
 NS0278'EAST INTO AND ALMOST OVERHANGS SINK WHICH CONTAINS HEAD OF
 NS0278'WILSON CREEK, SHEER DROP OF ABOUT 2,500 FEET.  THERE IS
 NS0278'PROMINENT HIGH POINT OF ABOUT SAME ELEVATION AS STATION ON RIM
 NS0278'ABOUT 300 YARDS TO NORTHWEST.  TO REACH FROM FORT WASHAKIE,
 NS0278'FOLLOW STATE HIGHWAY 287 NORTH 7.0 MILES, BEAR LEFT ONTO
 NS0278'GRADED ROAD AT BOTTOM OF BROAD VALLEY, AND FOLLOW MAIN
 NS0278'ROAD NORTHWEST AND WEST 5.5 MILES.  TAKE LEFT FORK AT
 NS0278'FOOT OF GRADE JUST BEYOND PASS, AND GO 13.5 MILES TO ST.
 NS0278'LAWRENCE RANGER STATION AND END OF TRUCK TRAVEL.  HORSES MAY
 NS0278'USUALLY BE OBTAINED AT RANGER STATION.  FOLLOW FOREST
 NS0278'SERVICE TRAIL NORTHWESTERLY UP NORTHEAST SIDE OF ST. LAWRENCE
 NS0278'BASIN TO PARADISE PASS, ABOUT 4 MILES.  CONTINUE WESTERLY
 NS0278'DOWN PARADISE VALLEY ON TRAIL TO CREEK IN BOTTOM, ABOUT 2
 NS0278'MILES.  THENCE SOUTHWEST PAST LYTLE LAKE AND ALONG ROCKY
 NS0278'RIDGE, PASSING ABOVE STEAMBOAT LAKE TO HATCHET LAKE, ABOUT 5
 NS0278'MILES.  THENCE SOUTH ALONG WEST SIDE OF HATCHET LAKE AND WEST
 NS0278'UP STEEP RIDGE TO WINDY GAP WHERE TRAIL DROPS DOWN INTO
 NS0278'VALLEY OF SOUTH FORK OF BULL LAKE CREEK.  FROM HATCHET LAKE TO
 NS0278'WINDY GAP IS ABOUT 2 MILES.  FROM WINDY GAP STATION BEARS
 NS0278'SOUTH-SOUTHEAST, DISTANCE OF ABOUT 3-1/2 MILES.  LEAVE TRAIL AT
 NS0278'WINDY GAP, PICK CIRCUITOUS ROUTE SOUTHERLY THROUGH ROCKS ON WEST
 NS0278'SLOPE OF RIDGE AS FAR AS HORSES CAN BE TAKEN.  THIS WILL BE
 NS0278'ABOUT 3 OR 4 MILES OF ACTUAL TRAVEL, AND HORSES WILL BE LEFT AT
 NS0278'POINT ABOUT 3/8 MILE NORTH OF HIGH ROCKY POINT ON CROSSRIDGE
 NS0278'AT EAST END OF WHICH AZIMUTH MARK IS LOCATED.  CONTINUE
 NS0278'SOUTHERLY ON FOOT, KEEPING BELOW CREST ON WEST SLOPE FOR ABOUT
 NS0278'3/4 MILE.  BEAR LEFT AND CLIMB EAST THROUGH ROCKS ABOUT 1/4
 NS0278'MILE TO TOP OF PROMONTORY AND STATION.  FROM RANGER STATION TO
 NS0278'END OF HORSE TRAVEL IS ABOUT 10-HOUR RIDE.  FROM END OF
 NS0278'HORSE TRAVEL TO STATION IS ABOUT 45-MINUTE EASY BACKPACK.
 NS0278'STATION MARK IS UNSTAMPED U.S. GEOLOGICAL SURVEY DISK,
 NS0278'SET IN HIGHEST SOLID ROCK OF PROMONTORY, 35 FEET SOUTH OF NORTH
 NS0278'EDGE OF SUMMIT.  REFERENCE MARKS ARE STANDARD DISKS IN
 NS0278'BOULDERS.  NO. 1 IS IN TOP OF FLAT ROCK NEAR
 NS0278'NORTH EDGE OF SUMMIT, AND 8.450 METERS (27.72 FEET) NORTH
 NS0278'OF STATION N 05 DEG 53 MIN E.  NO. 2 IS IN
 NS0278'LONGITUDINAL CENTER OF SUMMIT WHICH IS 100 FEET IN WIDTH, AND
 NS0278'IS 6.518 METERS (21.38 FEET) NORTHWEST OF STATION N 42 DEG 24 MIN W.
 NS0278'AZIMUTH MARK IS ON FOURTH ROCKY POINT OF RIM
 NS0278'NORTH OF STATION, 50 YARDS SOUTH OF HIGH ROCKY POINT, 25 YARDS
 NS0278'EAST OF CREST OF CROSS-RIDGE, 20 YARDS SOUTHWEST OF RIM, AND IS
 NS0278'STANDARD DISK IN FLAT LEDGE, APPROXIMATELY 0.8 MILE
 NS0278'NORTH FROM STATION N 14 DEG 28 MIN W.
 NS0278
 NS0278                          STATION RECOVERY (1950)
 NS0278
 NS0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NS0278'STATION MARK--STANDARD USGS TABLET SET IN HIGHEST SOLID ROCK OF
 NS0278'PROMONTORY, NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1164 ***********************************************************************
 MO1164  DESIGNATION -  WILSON
 MO1164  PID         -  MO1164
 MO1164  STATE/COUNTY-  WY/PLATTE
 MO1164  USGS QUAD   -  BORDEAUX (1990)
 MO1164
 MO1164                         *CURRENT SURVEY CONTROL
 MO1164  ___________________________________________________________________
 MO1164* NAD 83(1993)-  41 56 37.39487(N)    104 48 22.58215(W)     ADJUSTED  
 MO1164* NAVD 88     -      1587.     (meters)    5207.     (feet)  SCALED    
 MO1164  ___________________________________________________________________
 MO1164  LAPLACE CORR-         -10.34  (seconds)                    DEFLEC99
 MO1164  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 MO1164
 MO1164  HORZ ORDER  -  SECOND
 MO1164
 MO1164.The horizontal coordinates were established by classical geodetic methods
 MO1164.and adjusted by the National Geodetic Survey in January 1997..
 MO1164
 MO1164.The orthometric height was scaled from a topographic map.
 MO1164
 MO1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1164
 MO1164.The geoid height was determined by GEOID03.
 MO1164
 MO1164;                    North         East     Units Scale Factor Converg.
 MO1164;SPC WY E     -   160,389.841   229,883.354   MT  0.99994848   +0 14 27.2
 MO1164;UTM  13      - 4,643,545.786   516,058.157   MT  0.99960317   +0 07 46.2
 MO1164
 MO1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1164!SPC WY E     -   0.99975353  x   0.99994848  =   0.99970202
 MO1164!UTM  13      -   0.99975353  x   0.99960317  =   0.99935680
 MO1164
 MO1164|---------------------------------------------------------------------|
 MO1164| PID    Reference Object                     Distance      Geod. Az  |
 MO1164|                                                           dddmmss.s |
 MO1164| CQ4439 WILSON RM 1                          23.545 METERS 02630     |
 MO1164| NQ0491 ANTELOPE GAP FAA MICROWAVE MST      APPROX.10.9 KM 0282048.1 |
 MO1164| NQ0489 CHERRY HILL WYHD MICROWAVE          APPROX.14.3 KM 0391647.2 |
 MO1164| NQ0488 CHERRY HILL SAWYER STOCK L MST      APPROX.14.4 KM 0404829.9 |
 MO1164| CQ4440 WILSON RM 2                          17.571 METERS 10121     |
 MO1164| CQ4438 WILSON AZ MK                                       1924853.1 |
 MO1164| MO1167 AIRWAY BN 8 10 MI SE WHEATLAND      APPROX.12.0 KM 2273730.4 |
 MO1164| NQ0502 WHEATLAND MUNICIPAL TANK            APPROX.16.9 KM 3115807.6 |
 MO1164| NQ0500 WHEATLAND RADIO STA KYCM MAST       APPROX.16.2 KM 3141553.7 |
 MO1164| NQ0499 AIRPORT BEACON PFIFER FIELD         APPROX.16.4 KM 3175506.8 |
 MO1164|---------------------------------------------------------------------|
 MO1164
 MO1164                          SUPERSEDED SURVEY CONTROL
 MO1164
 MO1164  NAD 83(1986)-  41 56 37.37669(N)    104 48 22.57948(W) AD(       ) 2
 MO1164  NAD 27      -  41 56 37.48560(N)    104 48 20.69350(W) AD(       ) 2
 MO1164
 MO1164.Superseded values are not recommended for survey control.
 MO1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1164.See file dsdata.txt to determine how the superseded data were derived.
 MO1164
 MO1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG1605843546(NAD 83)
 MO1164_MARKER: DS = TRIANGULATION STATION DISK
 MO1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO1164
 MO1164  HISTORY     - Date     Condition        Report By
 MO1164  HISTORY     - 1963     MONUMENTED       CGS
 MO1164
 MO1164                          STATION DESCRIPTION
 MO1164
 MO1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 MO1164'THE STATION IS LOCATED ABOUT 8 MILES EAST AND 7-1/2 MILES
 MO1164'SOUTH OF WHEATLAND, 5 MILES NORTH AND 3/4 MILE EAST OF THE
 MO1164'SLATER POST OFFICE, IN THE SOUTHWEST 1/4 OF SECTION 20, R66W
 MO1164'AND T23N ON THE WEST END OF A NARROW RIDGE ON THE PROPERTY
 MO1164'OF MR. RAYMOND WILSON.
 MO1164'
 MO1164'TO REACH THE STATION FROM THE POST OFFICE IN SLATER, GO EAST
 MO1164'ON PAVED ROAD FOR 3.6 MILES TO A CROSSROAD.  TURN LEFT AND
 MO1164'GO NORTH FOR 3 MILES TO THE END OF PAVEMENT AND A T ROAD.
 MO1164'TURN LEFT AND GO WEST FOR 1 MILE TO A T ROAD, TURN RIGHT AND
 MO1164'GO NORTH FOR 1 MILE TO A T ROAD.  TURN LEFT AND GO WEST FOR
 MO1164'2 MILES, TURN RIGHT AND GO NORTH FOR 0.55 MILE TO WHERE THE
 MO1164'ROAD TURNS WEST, CONTINUE NORTH FOR 75 FEET TO A WIRE GATE
 MO1164'ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  PASS THROUGH
 MO1164'THE GATE, TURN LEFT AND GO NORTH ALONG THE EAST SIDE OF FENCE
 MO1164'FOR 0.2 MILE.  BEAR RIGHT AND GO NORTH-NORTHEAST ACROSS
 MO1164'PASTURE ON TRACK ROAD FOR 0.2 MILE TO THE STATION ON THE
 MO1164'HIGHEST POINT OF THE WEST END OF RIDGE.
 MO1164'
 MO1164'THE STATION MARK IS A STANDARD DISK STAMPED WILSON 1963,
 MO1164'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 MO1164'PROJECTS 5 INCHES.  IT IS 6.4 FEET SOUTH OF THE WITNESS POST.
 MO1164'
 MO1164'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WILSON NO 1 1963,
 MO1164'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 MO1164'PROJECTS 6 INCHES.  IT IS 73.1 FEET NORTHEAST OF THE WITNESS
 MO1164'POST.
 MO1164'
 MO1164'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WILSON NO 2
 MO1164'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 MO1164'THAT PROJECTS 6 INCHES.  IT IS 61.1 FEET SOUTHEAST OF THE
 MO1164'WITNESS POST.
 MO1164'
 MO1164'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WILSON 1963,
 MO1164'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 MO1164'PROJECTS 5 INCHES.  IT IS 40 FEET WEST OF A T FENCE CORNER
 MO1164'POST, 1.8 FEET SOUTHEAST OF THE WITNESS POST AND 1 FOOT SOUTH
 MO1164'OF AN EAST-WEST FENCE.
 MO1164'
 MO1164'THE DISTANCE BETWEEN R.M.S IS 83.44 FEET OR 25.433 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0661 ***********************************************************************
 MR0661  DESIGNATION -  WIND
 MR0661  PID         -  MR0661
 MR0661  STATE/COUNTY-  WY/UINTA
 MR0661  USGS QUAD   -  WOODRUFF NARROWS (1976)
 MR0661
 MR0661                         *CURRENT SURVEY CONTROL
 MR0661  ___________________________________________________________________
 MR0661* NAD 83(1993)-  41 30 47.64628(N)    111 01 12.90340(W)     ADJUSTED  
 MR0661* NAVD 88     -      2109.8    (meters)    6922.     (feet)  VERTCON   
 MR0661  ___________________________________________________________________
 MR0661  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 MR0661  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 MR0661
 MR0661  HORZ ORDER  -  THIRD
 MR0661
 MR0661.The horizontal coordinates were established by classical geodetic methods
 MR0661.and adjusted by the National Geodetic Survey in January 1997..
 MR0661
 MR0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0661
 MR0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0661
 MR0661.The geoid height was determined by GEOID03.
 MR0661
 MR0661;                    North         East     Units Scale Factor Converg.
 MR0661;SPC WY W     -   212,940.656   721,791.356   MT  1.00001275   -0 37 15.6
 MR0661;UTM  12      - 4,595,733.769   498,310.144   MT  0.99960004   -0 00 48.3
 MR0661
 MR0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0661!SPC WY W     -   0.99967154  x   1.00001275  =   0.99968428
 MR0661!UTM  12      -   0.99967154  x   0.99960004  =   0.99927171
 MR0661
 MR0661:                Primary Azimuth Mark                     Grid Az
 MR0661:SPC WY W     -  RUFF                                     231 37 48.7
 MR0661:UTM  12      -  RUFF                                     231 01 21.4
 MR0661
 MR0661|---------------------------------------------------------------------|
 MR0661| PID    Reference Object                     Distance      Geod. Az  |
 MR0661|                                                           dddmmss.s |
 MR0661| MR0670 RUFF                                APPROX. 8.8 KM 2310033.1 |
 MR0661|---------------------------------------------------------------------|
 MR0661
 MR0661                          SUPERSEDED SURVEY CONTROL
 MR0661
 MR0661  NAD 83(1986)-  41 30 47.63363(N)    111 01 12.89294(W) AD(       ) 3
 MR0661  NAD 27      -  41 30 47.82836(N)    111 01 10.22154(W) AD(       ) 3
 MR0661  NGVD 29 (07/19/86) 2108.4    (m)         6917.     (f) VERT ANG       
 MR0661
 MR0661.Superseded values are not recommended for survey control.
 MR0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0661.See file dsdata.txt to determine how the superseded data were derived.
 MR0661
 MR0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL9831095734(NAD 83)
 MR0661_MARKER: Z = SEE DESCRIPTION
 MR0661_SETTING: 0 = UNSPECIFIED SETTING
 MR0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0661
 MR0661  HISTORY     - Date     Condition        Report By
 MR0661  HISTORY     - 1966     MONUMENTED       USFS
 MR0661
 MR0661                          STATION DESCRIPTION
 MR0661
 MR0661'DESCRIBED BY US FOREST SERVICE 1966
 MR0661'LOCATED ABOUT 17 MI. AIR NW. OF EVANSTON, 14 MI. SE. OF RANDOLPH, 7.5
 MR0661'MI. E. OF WOODRUFF, ON HIGHEST POINT OF THE WESTERN AND LOWEST PEAK IN
 MR0661'A LONG HORSESHOE BEND IN BEAR RIVER.
 MR0661'
 MR0661'FROM THE JUNCTION OF UTAH STATE HIGHWAYS 3 AND 39 IN WOODRUFF, GO S.
 MR0661'ON HIGHWAY3.  AT 3 MI. TURN LEFT ON GRAVEL RD., AT 5.5 MI. TAKE RIGHT
 MR0661'FORK, AT 7.4 MI. REACH FORK, GO STRAIGHT AHEAD E. ON DIRT RD. AT 8.8
 MR0661'MI. GO THROUGH WIRE GATE AT STATE LINE, CONTINUE ON MAIN TRAVELED RD.
 MR0661'TO ANOTHER WIRE GATE AT 9.5 MI.  FROM HERE ONLY 4-WHEEL DRIVE VEHICLE
 MR0661'CAN BE USED.  GO THROUGH GATE THEN TURN SHARP RIGHT ALONG FENCELINE,
 MR0661'AT 9.6 MI. TURN LEFT ON TRACK RD., ON TOP OF THE RIDGE, CONTINUE ON
 MR0661'THE TRACK RD. SOUTHEASTERLY TO LOW SADDLE AT 10.3 MI. TURN RIGHT,
 MR0661'UPHILL, AND CONTINUE TO 10.5 MI. TO TOP OF PEAK AND STATION.
 MR0661'
 MR0661'STATION MARK - THE TOP OF A COPPER WELD ROD STAMPED ---WIND 1960---
 MR0661'PROJECTING 0.3 FT. ABOVE GROUND.
 MR0661'
 MR0661'REFERENCE MARK NO.1- A 1-1/2 IN. USFS BRONZE MARKER WELDED TO A 2-1/2
 MR0661'FT. STEEL PIN DRIVEN IN GROUND ABOUT 0.5 FT. ABOVE GROUND.  IT IS
 MR0661'18.48 FT. FROM STATION, S 35 DEG 34 MIN 55 SEC W.
 MR0661'
 MR0661'REFERENCE MARK NO.2 - A 1-1/2 IN. USFS BRONZE MARKER WELDED TO A 2-1/2
 MR0661'FT. STEEL PIN DRIVEN IN GROUND ABOUT 0.4 FT. ABOVE GROUND.  IT IS
 MR0661'22.45 FT. FROM STATION, S 86 DEG 15 MIN 15 SEC E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0197 ***********************************************************************
 NS0197  DESIGNATION -  WIND
 NS0197  PID         -  NS0197
 NS0197  STATE/COUNTY-  WY/FREMONT
 NS0197  USGS QUAD   -  BARRAS SPRINGS (1953)
 NS0197
 NS0197                         *CURRENT SURVEY CONTROL
 NS0197  ___________________________________________________________________
 NS0197* NAD 83(1993)-  42 26 54.13366(N)    108 15 48.01267(W)     ADJUSTED  
 NS0197* NAVD 88     -      2089.2    (meters)    6854.     (feet)  VERTCON   
 NS0197  ___________________________________________________________________
 NS0197  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 NS0197  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 NS0197
 NS0197  HORZ ORDER  -  THIRD
 NS0197
 NS0197.The horizontal coordinates were established by classical geodetic methods
 NS0197.and adjusted by the National Geodetic Survey in January 1997..
 NS0197
 NS0197.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0197
 NS0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0197
 NS0197.The geoid height was determined by GEOID03.
 NS0197
 NS0197;                    North         East     Units Scale Factor Converg.
 NS0197;SPC WYWC     -   216,493.289   640,033.666   MT  0.99995721   +0 19 42.5
 NS0197;UTM  12      - 4,703,189.214   725,053.682   MT  1.00022321   +1 50 52.1
 NS0197
 NS0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0197!SPC WYWC     -   0.99967447  x   0.99995721  =   0.99963169
 NS0197!UTM  12      -   0.99967447  x   1.00022321  =   0.99989760
 NS0197
 NS0197:                Primary Azimuth Mark                     Grid Az
 NS0197:SPC WYWC     -  ICE                                      100 27 12.7
 NS0197:UTM  12      -  ICE                                      098 56 03.1
 NS0197
 NS0197|---------------------------------------------------------------------|
 NS0197| PID    Reference Object                     Distance      Geod. Az  |
 NS0197|                                                           dddmmss.s |
 NS0197| NS0191 ICE                                 APPROX. 8.8 KM 1004655.2 |
 NS0197|---------------------------------------------------------------------|
 NS0197
 NS0197                          SUPERSEDED SURVEY CONTROL
 NS0197
 NS0197  NAD 83(1986)-  42 26 54.11894(N)    108 15 48.01297(W) AD(       ) 3
 NS0197  NAD 27      -  42 26 54.27208(N)    108 15 45.65813(W) AD(       ) 3
 NS0197  NGVD 29 (07/19/86) 2088.0    (m)         6850.     (f) VERT ANG       
 NS0197
 NS0197.Superseded values are not recommended for survey control.
 NS0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0197.See file dsdata.txt to determine how the superseded data were derived.
 NS0197
 NS0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN2505403189(NAD 83)
 NS0197_MARKER: DD = SURVEY DISK
 NS0197_SETTING: 0 = UNSPECIFIED SETTING
 NS0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0197
 NS0197  HISTORY     - Date     Condition        Report By
 NS0197  HISTORY     - 1951     MONUMENTED       USGS
 NS0197
 NS0197                          STATION DESCRIPTION
 NS0197
 NS0197'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0197'TO REACH STATION FROM BRIDGE OVER SWEETWATER RIVER, ON U.S. HIGHWAY
 NS0197'287, GO SW. ON HIGHWAY 287 0.25 MI. TO BISON BASIN RD. AND CONTINUE
 NS0197'1.05 MI. TO T-RD. RIGHT OFF BISON BASIN RD.  -RD. IS A LITTLE USED
 NS0197'DIRT RD.- TAKING OFF AT THE BOTTOM OF DRAIN.  CONTINUE ON DIRT RD. FOR
 NS0197'6.1 MI. TO STREAM FORD.
 NS0197'CROSS STREAM AND CONTINUE ON RD. 0.3 MI. TO T-RD. S. TURN LEFT ONTO
 NS0197'T-RD. AND GO 0.65 MI. TO POINT WHERE RD. TURNS RIGHT AROUND SE. SIDE
 NS0197'OF HILL.  STATION LOCATED ABOUT 200 FT. OFF N. -RIGHT- SIDE OF RD. ON
 NS0197'NE. SIDE OF TOP ON POINTED RIDGE NEAR EDGE OF TOP.
 NS0197'
 NS0197'STATION MARK - A STANDARD BRONZE TABLET SET IN TOP OF 3 IN.IRON PIPE,
 NS0197'STAMPED --- 6853---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0274 ***********************************************************************
 NS0274  DESIGNATION -  WIND
 NS0274  PID         -  NS0274
 NS0274  STATE/COUNTY-  WY/FREMONT
 NS0274  USGS QUAD   -  TEMPLE PEAK (1991)
 NS0274
 NS0274                         *CURRENT SURVEY CONTROL
 NS0274  ___________________________________________________________________
 NS0274* NAD 83(1993)-  42 42 30.42485(N)    109 07 42.35586(W)     ADJUSTED  
 NS0274* NAVD 88     -      4022.4    (meters)   13197.     (feet)  VERTCON   
 NS0274  ___________________________________________________________________
 NS0274  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 NS0274  GEOID HEIGHT-          -9.32  (meters)                     GEOID03
 NS0274
 NS0274  HORZ ORDER  -  THIRD
 NS0274
 NS0274.The horizontal coordinates were established by classical geodetic methods
 NS0274.and adjusted by the National Geodetic Survey in January 1997..
 NS0274
 NS0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0274
 NS0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0274
 NS0274.The geoid height was determined by GEOID03.
 NS0274
 NS0274;                    North         East     Units Scale Factor Converg.
 NS0274;SPC WYWC     -   245,337.134   568,998.698   MT  0.99994932   -0 15 24.0
 NS0274;UTM  12      - 4,730,137.854   653,269.901   MT  0.99988902   +1 16 10.8
 NS0274
 NS0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0274!SPC WYWC     -   0.99937103  x   0.99994932  =   0.99932038
 NS0274!UTM  12      -   0.99937103  x   0.99988902  =   0.99926012
 NS0274
 NS0274:                Primary Azimuth Mark                     Grid Az
 NS0274:SPC WYWC     -  MT NYSTROM                               159 18 51.7
 NS0274:UTM  12      -  MT NYSTROM                               157 47 16.9
 NS0274
 NS0274|---------------------------------------------------------------------|
 NS0274| PID    Reference Object                     Distance      Geod. Az  |
 NS0274|                                                           dddmmss.s |
 NS0274| NS0271 MT NYSTROM                          APPROX. 7.9 KM 1590327.7 |
 NS0274|---------------------------------------------------------------------|
 NS0274
 NS0274                          SUPERSEDED SURVEY CONTROL
 NS0274
 NS0274  NAD 83(1986)-  42 42 30.40727(N)    109 07 42.35769(W) AD(       ) 3
 NS0274  NAD 27      -  42 42 30.55952(N)    109 07 39.88638(W) AD(       ) 3
 NS0274  NGVD 29 (07/19/86) 4020.8    (m)        13192.     (f) VERT ANG       
 NS0274
 NS0274.Superseded values are not recommended for survey control.
 NS0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0274.See file dsdata.txt to determine how the superseded data were derived.
 NS0274
 NS0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN5327030138(NAD 83)
 NS0274_MARKER: DD = SURVEY DISK
 NS0274_SETTING: 66 = SET IN ROCK OUTCROP
 NS0274_SP_SET: SET IN ROCK OUTCROP
 NS0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NS0274+STABILITY: POSITION/ELEVATION WELL
 NS0274
 NS0274  HISTORY     - Date     Condition        Report By
 NS0274  HISTORY     - 1951     MONUMENTED       USGS
 NS0274
 NS0274                          STATION DESCRIPTION
 NS0274
 NS0274'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NS0274'LOCATED ON THE CONTINENTAL DIVIDE ABOUT 3.0 MI. -AIRLINE- N.OF THE
 NS0274'HEAD OF TAYO CREEK AND ABOUT 7.0 MI. -AIRLINE- W. OF TRAIL JUNCTION
 NS0274'OF TRAILS FROM SHOSHONE LAKE AND MIDDLE FORK.ON THE HIGHEST PART OF
 NS0274'WIND RIVER PEAK.  ON THE N. EDGE OF THE MOUNTAIN.
 NS0274'
 NS0274'TO REACH BY PACK ANIMALS FROM FRYE LAKE, PROCEED W. AND S. ON TRAIL
 NS0274'TO TAYO PARK. A 4 HR. RD., CONTINUE W. FROM TAYO PARK UP THE S. SIDE
 NS0274'OF TAYO CREEK TO COON LAKE. CROSS OUTLET STREAM OF COON LAKE, CONTINUE
 NS0274'W. ON N. SIDE OF TAYO CREEK TO DEEP DRAIN, RIDE N. UP DRAIN TO THE
 NS0274'HEAD AND BASIN, GO W. UP STEEP SLOPE TO TOP OF RIDGE, GO N. ALONG TOP
 NS0274'OF RIDGE, THENCE W. CROSSING SNOW FIELD AND BASIN TO SADDLE, THENCE N.
 NS0274'UP STEEP SLOPE TO TOP OF WIND PEAK RIDGE, CONTINUE W. ALONG RIDGE TO A
 NS0274'SNOW FIELD AND SADDLE, -PACK ANIMALS MAY GO ACROSS SNOW FIELD-
 NS0274'CONTINUE ON FOOT W. UP STEEP SLOPE TO HIGHEST PART AND STATION SITE.
 NS0274'
 NS0274'STATION MARK -  A STANDARD BRONZE TABLET SET IN SOLID ROCK OUTCROP,
 NS0274'STAMPED ---WIND 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0282 ***********************************************************************
 OW0282  DESIGNATION -  WIND
 OW0282  PID         -  OW0282
 OW0282  STATE/COUNTY-  WY/FREMONT
 OW0282  USGS QUAD   -  PAVILLION (1958)
 OW0282
 OW0282                         *CURRENT SURVEY CONTROL
 OW0282  ___________________________________________________________________
 OW0282* NAD 83(1993)-  43 08 19.57082(N)    108 41 54.74287(W)     ADJUSTED  
 OW0282* NAVD 88     -      1726.3    (meters)    5664.     (feet)  VERTCON   
 OW0282  ___________________________________________________________________
 OW0282  LAPLACE CORR-         -12.79  (seconds)                    DEFLEC99
 OW0282  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 OW0282
 OW0282  HORZ ORDER  -  THIRD
 OW0282
 OW0282.The horizontal coordinates were established by classical geodetic methods
 OW0282.and adjusted by the National Geodetic Survey in January 1997..
 OW0282
 OW0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0282
 OW0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0282
 OW0282.The geoid height was determined by GEOID03.
 OW0282
 OW0282;                    North         East     Units Scale Factor Converg.
 OW0282;SPC WYWC     -   293,070.590   604,186.407   MT  0.99993772   +0 02 06.7
 OW0282;UTM  12      - 4,778,796.193   687,168.881   MT  1.00003097   +1 34 26.8
 OW0282
 OW0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0282!SPC WYWC     -   0.99973137  x   0.99993772  =   0.99966910
 OW0282!UTM  12      -   0.99973137  x   1.00003097  =   0.99976233
 OW0282
 OW0282:                Primary Azimuth Mark                     Grid Az
 OW0282:SPC WYWC     -  WIND AZ MK                               028 51 31.3
 OW0282:UTM  12      -  WIND AZ MK                               027 19 11.2
 OW0282
 OW0282|---------------------------------------------------------------------|
 OW0282| PID    Reference Object                     Distance      Geod. Az  |
 OW0282|                                                           dddmmss.s |
 OW0282| CP6051 WIND AZ MK                                         0285338.0 |
 OW0282| CP6052 WIND RM 1                             6.180 METERS 08018     |
 OW0282| CP6053 WIND RM 2                             6.690 METERS 17741     |
 OW0282|---------------------------------------------------------------------|
 OW0282
 OW0282                          SUPERSEDED SURVEY CONTROL
 OW0282
 OW0282  NAD 83(1986)-  43 08 19.55541(N)    108 41 54.74292(W) AD(       ) 3
 OW0282  NAD 27      -  43 08 19.70200(N)    108 41 52.31800(W) AD(       ) 3
 OW0282  NGVD 29 (11/06/89) 1725.3    (m)         5660.     (f) VERT ANG       
 OW0282
 OW0282.Superseded values are not recommended for survey control.
 OW0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0282.See file dsdata.txt to determine how the superseded data were derived.
 OW0282
 OW0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8716978796(NAD 83)
 OW0282_MARKER: DS = TRIANGULATION STATION DISK
 OW0282_SETTING: 0 = UNSPECIFIED SETTING
 OW0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0282
 OW0282  HISTORY     - Date     Condition        Report By
 OW0282  HISTORY     - 1936     MONUMENTED       CGS
 OW0282  HISTORY     - 1944     GOOD             LOCENG
 OW0282
 OW0282                          STATION DESCRIPTION
 OW0282
 OW0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 OW0282'ABOUT 9 MILES EAST AND 9 MILES NORTH OF FORT WASHAKIE, 1-1/4
 OW0282'MILES WEST OF U.S. HIGHWAY 287, ON SHARP BARREN PEAK WHICH
 OW0282'FORMS BLUFF ON EAST SIDE OF WIND RIVER, AND IS 1/4 MILE EAST
 OW0282'OF KINNEAR STEEL BRIDGE OVER RIVER.  PEAK RISES 500 FEET FROM
 OW0282'RIVER, AND IS HIGHEST POINT ALONG BLUFFS FOR SEVERAL MILES.
 OW0282'TO REACH FROM ST. MICHAELS MISSION AT ETHETE POST OFFICE, WHICH
 OW0282'IS REACHED FROM FORT WASHAKIE BY TAKING GRAVEL ROAD EAST FROM
 OW0282'CROSSROAD, ABOUT 1 MILE SOUTH OF AGENCY, GO TO MAIN
 OW0282'INTERSECTION AT NORTHWEST CORNER OF MISSION GROUNDS, AND DRIVE
 OW0282'NORTH ON GRADED ROAD 9.5 MILES, KEEPING TO MAIN GRADED
 OW0282'ROAD WHICH FOLLOWS CLOSELY NEW TELEPHONE LINE NORTH AND
 OW0282'NORTHEAST.  CROSS KINNEAR STEEL BRIDGE OVER WIND RIVER.
 OW0282'STATION IS VISIBLE FROM BRIDGE 1/4 MILE TO EAST.  CONTINUE
 OW0282'ON 0.5 MILE.  TAKE RIGHT OF NEARLY EQUAL FORKS UP HILL AND GO
 OW0282'EASTERLY 0.35 MILE, KEEPING TO LEFT FORK UP HILL AT 0.3 MILE,
 OW0282'THEN COMING INTO WELL-TRAVELED CROSSROAD AT TOP OF MESA.  TURN
 OW0282'RIGHT ON MAIN ROAD AND GO SOUTHERLY 0.2 MILE.  TELEPHONE
 OW0282'LINE CROSSES ROAD.  LEAVE ROAD, TURN RIGHT AND DRIVE ACROSS
 OW0282'COUNTRY SOUTHWESTERLY TO STATION HILL, GOING UP FROM LEFT OR
 OW0282'SOUTH SLOPE 0.65 MILE TO END OF TRUCK TRAVEL ON SIDE HILL
 OW0282'150 FEET SOUTH OF STATION.  STATION MARK IS STANDARD DISK WELDED
 OW0282'TO IRON PIPE 3 FEET LONG SET IN CONCRETE.  REFERENCE MARKS ARE
 OW0282'STANDARD DISKS IN CONCRETE.  NO. 1 IS 6.180 METERS
 OW0282'(20.28 FEET) EAST OF STATION N 80 DEG 18 MIN E.
 OW0282'NO. 2 IS 6.690 METERS (21.95 FEET) SOUTH S 02 DEG 19 MIN E.
 OW0282'AZIMUTH MARK IS STANDARD G.L.O. PIPE (1914)
 OW0282'APPROXIMATELY 0.3 MILE NORTHEAST OF STATION N 28 DEG 54 MIN E.
 OW0282
 OW0282                          STATION RECOVERY (1944)
 OW0282
 OW0282'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (COS)
 OW0282'STATION RECOVERED BY THE CARTER OIL CO.
 OW0282'
 OW0282'VERY GOOD DESCRIPTION.  CONDITION OF TRIANGULATION STATION AND
 OW0282'REFERENCE MARKS, GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0369 ***********************************************************************
 OW0369  DESIGNATION -  WIND RIVER
 OW0369  PID         -  OW0369
 OW0369  STATE/COUNTY-  WY/FREMONT
 OW0369  USGS QUAD   -  MASON DRAW (1979)
 OW0369
 OW0369                         *CURRENT SURVEY CONTROL
 OW0369  ___________________________________________________________________
 OW0369* NAD 83(1993)-  43 32 09.68679(N)    109 31 13.86102(W)     ADJUSTED  
 OW0369* NAVD 88     -      2493.3    (meters)    8180.     (feet)  VERTCON   
 OW0369  ___________________________________________________________________
 OW0369  LAPLACE CORR-          -7.62  (seconds)                    DEFLEC99
 OW0369  GEOID HEIGHT-          -8.33  (meters)                     GEOID03
 OW0369
 OW0369  HORZ ORDER  -  FIRST
 OW0369
 OW0369.The horizontal coordinates were established by classical geodetic methods
 OW0369.and adjusted by the National Geodetic Survey in January 1997..
 OW0369
 OW0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0369
 OW0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0369
 OW0369.The geoid height was determined by GEOID03.
 OW0369
 OW0369;                    North         East     Units Scale Factor Converg.
 OW0369;SPC WYWC     -   337,489.687   537,724.004   MT  0.99998519   -0 31 50.7
 OW0369;UTM  12      - 4,821,405.350   619,537.379   MT  0.99977576   +1 01 09.1
 OW0369
 OW0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0369!SPC WYWC     -   0.99961047  x   0.99998519  =   0.99959567
 OW0369!UTM  12      -   0.99961047  x   0.99977576  =   0.99938632
 OW0369
 OW0369|---------------------------------------------------------------------|
 OW0369| PID    Reference Object                     Distance      Geod. Az  |
 OW0369|                                                           dddmmss.s |
 OW0369| CP6055 WIND RIVER RM 1                       3.912 METERS 05830     |
 OW0369| CP6056 WIND RIVER RM 2                       8.805 METERS 15320     |
 OW0369| CP6054 WIND RIVER AZ MK                                   3313712.0 |
 OW0369|---------------------------------------------------------------------|
 OW0369
 OW0369                          SUPERSEDED SURVEY CONTROL
 OW0369
 OW0369  NAD 83(1986)-  43 32 09.67503(N)    109 31 13.85094(W) AD(       ) 1
 OW0369  NAD 27      -  43 32 09.83900(N)    109 31 11.30000(W) AD(       ) 1
 OW0369  NGVD 29 (07/19/86) 2492.1    (m)         8176.     (f) VERT ANG       
 OW0369
 OW0369.Superseded values are not recommended for survey control.
 OW0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0369.See file dsdata.txt to determine how the superseded data were derived.
 OW0369
 OW0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP1953721405(NAD 83)
 OW0369_MARKER: DD = SURVEY DISK
 OW0369_SETTING: 80 = SET IN A BOULDER
 OW0369_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OW0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0369
 OW0369  HISTORY     - Date     Condition        Report By
 OW0369  HISTORY     - 1905     MONUMENTED       USGS
 OW0369  HISTORY     - 1907     GOOD             USGS
 OW0369  HISTORY     - 1946     GOOD             USGS
 OW0369  HISTORY     - 1967     GOOD             USGS
 OW0369
 OW0369                          STATION DESCRIPTION
 OW0369
 OW0369'DESCRIBED BY US GEOLOGICAL SURVEY 1907
 OW0369'RECOVERED.
 OW0369
 OW0369                          STATION RECOVERY (1946)
 OW0369
 OW0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946 (CL)
 OW0369'THE STATION IS LOCATED ON TOP OF A SHARP PRAIRIE PEAK AT THE WIND
 OW0369'RIVER SIDE OF A FLAT PRAIRIE RIDGE BETWEEN AND CLOSE TO THE
 OW0369'JUNCTION OF WIND RIVER, HORSE CREEK, WEST FORK OF NORTH FORK AND
 OW0369'NORTH FORK OF WIND RIVER.  IT IS ABOUT 5 MILES AIRLINE EAST OF
 OW0369'DUBOIS, DOWN WIND RIVER, AND ABOUT 2 MILES NORTH OF THE RIVER.
 OW0369'THE STATION IS A U.S. GEOLOGICAL BENCH MARK DISK SET FLUSH IN A
 OW0369'1 FOOT SQUARE BOULDER PROJECTING ABOUT 8 INCHES, ON THE HIGHEST
 OW0369'POINT OF THE HILL AND IS NOT STAMPED.
 OW0369'
 OW0369'REFERENCE MARK NO. 1 IS A DISK SET FLUSH IN ROCK OUTCROP
 OW0369'PROJECTING ABOUT 4 INCHES, ON THE EAST SLOPE OF THE HILL,
 OW0369'NORTHEAST OF THE STATION AND IS STAMPED WIND RIVER USGS NO 1
 OW0369'1946.
 OW0369'
 OW0369'REFERENCE MARK NO. 2 IS A DISK SET FLUSH IN ROCK OUTCROP
 OW0369'PROJECTING ABOUT 5 INCHES, AT A POINT WHERE THE HILL DROPS OFF TO
 OW0369'THE SOUTHEAST, SOUTHEAST OF THE STATION AND IS STAMPED WIND RIVER
 OW0369'USGS NO 2 1946.
 OW0369'
 OW0369'THE AZIMUTH MARK IS APPROXIMATELY 1.5 MILES NORTHWEST OF THE
 OW0369'STATION.  IT IS A DISK SET FLUSH IN THE SOUTHEAST CORNER OF THE
 OW0369'CONCRETE STEP AT THE DOOR ON THE SOUTH SIDE OF THE LOG CABIN
 OW0369'OFFICE OF THE AIRPORT.
 OW0369'
 OW0369'TO REACH THE STATION FROM THE POST OFFICE IN DUBOIS GO EAST ON
 OW0369'U.S. HIGHWAY NO. 287 FOR 0.1 MILE TO WHERE THE HIGHWAY TURNS
 OW0369'RIGHT, KEEP STRAIGHT AHEAD ON A DIRT ROAD, CROSS AN IRRIGATION
 OW0369'DITCH AND GO 0.1 MILE TO A FORK AT FOREST SERVICE BUILDINGS.
 OW0369'TAKE THE RIGHT FORK UP HILL FOR 0.3 MILE TO A FORK, TAKE THE LEFT
 OW0369'FORK AND GO 0.1 MILE.  HERE TURN LEFT ON AN OLD RUTTED ROAD UP
 OW0369'RIDGE AND GO 3.75 MILES TO FORK, KEEP LEFT FORK AND FOLLOW MAIN
 OW0369'TRAVELLED ROAD 0.65 MILE, HERE KEEP RIGHT WHERE TELEPHONE LINE
 OW0369'CROSSES AND A U.S.G.S. BENCH MARK ON THE LEFT.  CONTINUE 0.7
 OW0369'MILE TO A FENCE AND GATE, PASS THROUGH GATE AND CONTINUE 2.4
 OW0369'MILES TO THE AIRPORT AND BUILDINGS.  PASS BETWEEN THE
 OW0369'HANGAR AND OFFICE AND GO 0.1 MILE TO A FORK, TAKE THE LEFT
 OW0369'FORK, A DIM TRACK ROAD, AND GO 0.6 MILE TO A FENCE AND GATE,
 OW0369'PASS THROUGH GATE AND CONTINUE ALONG RIDGE CREST, EASTERLY, FOR
 OW0369'1.6 MILES TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 OW0369
 OW0369                          STATION RECOVERY (1967)
 OW0369
 OW0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OW0369'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0544 ***********************************************************************
 MP0544  DESIGNATION -  WINDY
 MP0544  PID         -  MP0544
 MP0544  STATE/COUNTY-  WY/CARBON
 MP0544  USGS QUAD   -  SAND LAKE (1992)
 MP0544
 MP0544                         *CURRENT SURVEY CONTROL
 MP0544  ___________________________________________________________________
 MP0544* NAD 83(1993)-  41 26 32.49683(N)    106 18 43.15922(W)     ADJUSTED  
 MP0544* NAVD 88     -      3227.2    (meters)   10588.     (feet)  VERTCON   
 MP0544  ___________________________________________________________________
 MP0544  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 MP0544  GEOID HEIGHT-         -10.60  (meters)                     GEOID03
 MP0544
 MP0544  HORZ ORDER  -  THIRD
 MP0544
 MP0544.The horizontal coordinates were established by classical geodetic methods
 MP0544.and adjusted by the National Geodetic Survey in January 1997..
 MP0544
 MP0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0544
 MP0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0544
 MP0544.The geoid height was determined by GEOID03.
 MP0544
 MP0544;                    North         East     Units Scale Factor Converg.
 MP0544;SPC WYEC     -   205,149.241   485,349.172   MT  1.00002711   +0 40 33.7
 MP0544;SPC WY E     -   105,278.910   104,290.435   MT  1.00005019   -0 45 29.2
 MP0544;UTM  13      - 4,588,695.752   390,399.547   MT  0.99974783   -0 52 06.4
 MP0544
 MP0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0544!SPC WYEC     -   0.99949572  x   1.00002711  =   0.99952282
 MP0544!SPC WY E     -   0.99949572  x   1.00005019  =   0.99954589
 MP0544!UTM  13      -   0.99949572  x   0.99974783  =   0.99924368
 MP0544
 MP0544:                Primary Azimuth Mark                     Grid Az
 MP0544:SPC WYEC     -  MEDICINE BOW                             182 16 20.7
 MP0544:SPC WY E     -  MEDICINE BOW                             183 42 23.6
 MP0544:UTM  13      -  MEDICINE BOW                             183 49 00.8
 MP0544
 MP0544|---------------------------------------------------------------------|
 MP0544| PID    Reference Object                     Distance      Geod. Az  |
 MP0544|                                                           dddmmss.s |
 MP0544| MP0546 MEDICINE BOW                        APPROX. 9.1 KM 1825654.4 |
 MP0544| CP6063 WINDY RM 1                            8.498 METERS 22443     |
 MP0544| CP6064 WINDY RM 2                            6.552 METERS 29745     |
 MP0544|---------------------------------------------------------------------|
 MP0544
 MP0544                          SUPERSEDED SURVEY CONTROL
 MP0544
 MP0544  NAD 83(1986)-  41 26 32.48797(N)    106 18 43.15616(W) AD(       ) 3
 MP0544  NAD 27      -  41 26 32.60000(N)    106 18 41.09500(W) AD(       ) 3
 MP0544  NGVD 29 (07/19/86) 3225.8    (m)        10583.     (f) VERT ANG       
 MP0544
 MP0544.Superseded values are not recommended for survey control.
 MP0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0544.See file dsdata.txt to determine how the superseded data were derived.
 MP0544
 MP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF9040088696(NAD 83)
 MP0544_MARKER: DS = TRIANGULATION STATION DISK
 MP0544_SETTING: 66 = SET IN ROCK OUTCROP
 MP0544
 MP0544  HISTORY     - Date     Condition        Report By
 MP0544  HISTORY     - 1949     MONUMENTED       CGS
 MP0544  HISTORY     - 1960     GOOD             LOCENG
 MP0544
 MP0544                          STATION DESCRIPTION
 MP0544
 MP0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0544'THE STATION IS LOCATED ABOUT 26.0 MILES AIRLINE EAST OF SARATOGA
 MP0544'AND ABOUT 1.5 MILES AIRLINE SOUTHWEST OF SAND LAKE RESORT, ON
 MP0544'A SPARSELY TIMBERED HILL KNOWN AS WINDY HILL.  THERE IS
 MP0544'HIGHER TERRAIN TO THE NORTH AND ALSO EAST.  THE STATION MARK IS
 MP0544'SET FLUSH ON HIGHEST POINT OF HILL AND IS STAMPED, WINDY
 MP0544'1948.
 MP0544'
 MP0544'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, IS THE SAME ELEVATION
 MP0544'AS THE STATION MARK AND IS STAMPED, WINDY NO 1 1948.
 MP0544'
 MP0544'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, IS THE SAME ELEVATION
 MP0544'AS THE STATION MARK AND IS STAMPED, WINDY NO 2 1948.
 MP0544'
 MP0544'TO REACH THE STATION FROM MC FADDEN.  GO SOUTHWESTERLY ON A
 MP0544'GRADED ROAD AS PER SIGN, SAND LAKE, 8.85 MILES TO A ROAD RIGHT
 MP0544'AT SIGN, SAND LAKE 14.  TURN RIGHT, FOLLOW MAIN ROAD 14.3 MILES TO
 MP0544'THE SAND LAKE RESORT AND END OF TRUCK TRAVEL.  FROM HERE WALK
 MP0544'ALONG THE WEST EDGE OF LAKE TO THE SOUTHWEST END OF LAKE.  HERE
 MP0544'PICK UP TRAIL AND FOLLOW SOUTHWESTERLY ABOUT 0.6 MILE, THEN
 MP0544'BEAR RIGHT UP STEEP ROCKY SLOPE TO HIGHEST POINT OF HILL AND
 MP0544'STATION.  A 1 1/2-HOUR PACK.
 MP0544
 MP0544                          STATION RECOVERY (1960)
 MP0544
 MP0544'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 MP0544'RECOVERED BY R.J. SMITH AND ASSOC.
 MP0544'
 MP0544'STATION AND AZIMUTH MARK FOUND IN EXCELLENT CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0369 ***********************************************************************
 NR0369  DESIGNATION -  WINDY
 NR0369  PID         -  NR0369
 NR0369  STATE/COUNTY-  WY/CARBON
 NR0369  USGS QUAD   -  MEASEL SPRING RESERVOIR (1984)
 NR0369
 NR0369                         *CURRENT SURVEY CONTROL
 NR0369  ___________________________________________________________________
 NR0369* NAD 83(1993)-  42 15 20.64512(N)    106 20 56.68178(W)     ADJUSTED  
 NR0369* NAVD 88     -      2273.7    (meters)    7460.     (feet)  VERTCON   
 NR0369  ___________________________________________________________________
 NR0369  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 NR0369  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 NR0369
 NR0369  HORZ ORDER  -  SECOND
 NR0369
 NR0369.The horizontal coordinates were established by classical geodetic methods
 NR0369.and adjusted by the National Geodetic Survey in January 1997..
 NR0369
 NR0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 NR0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NR0369
 NR0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0369
 NR0369.The geoid height was determined by GEOID03.
 NR0369
 NR0369;                    North         East     Units Scale Factor Converg.
 NR0369;SPC WYEC     -   295,450.974   481,214.271   MT  1.00001863   +0 39 42.8
 NR0369;UTM  13      - 4,679,051.841   388,720.014   MT  0.99975236   -0 54 26.2
 NR0369
 NR0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0369!SPC WYEC     -   0.99964549  x   1.00001863  =   0.99966411
 NR0369!UTM  13      -   0.99964549  x   0.99975236  =   0.99939794
 NR0369
 NR0369|---------------------------------------------------------------------|
 NR0369| PID    Reference Object                     Distance      Geod. Az  |
 NR0369|                                                           dddmmss.s |
 NR0369| CP6061 WINDY RM 1                           12.652 METERS 20832     |
 NR0369| CP6060 WINDY AZ MK                                        2615812.1 |
 NR0369| CP6062 WINDY RM 2                           14.020 METERS 30326     |
 NR0369|---------------------------------------------------------------------|
 NR0369
 NR0369                          SUPERSEDED SURVEY CONTROL
 NR0369
 NR0369  NAD 83(1986)-  42 15 20.63425(N)    106 20 56.67014(W) AD(       ) 2
 NR0369  NAD 27      -  42 15 20.76400(N)    106 20 54.57800(W) AD(       ) 2
 NR0369  NGVD 29 (07/19/86) 2272.6    (m)         7456.     (f) VERT ANG       
 NR0369
 NR0369.Superseded values are not recommended for survey control.
 NR0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0369.See file dsdata.txt to determine how the superseded data were derived.
 NR0369
 NR0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG8872079052(NAD 83)
 NR0369_MARKER: DS = TRIANGULATION STATION DISK
 NR0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0369
 NR0369  HISTORY     - Date     Condition        Report By
 NR0369  HISTORY     - 1948     MONUMENTED       CGS
 NR0369
 NR0369                          STATION DESCRIPTION
 NR0369
 NR0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 NR0369'THE STATION IS LOCATED IN T. 27 N., R. 79 W., ON HIGH GRASSY RIDGE
 NR0369'ON THE NORTH SIDE OF MUDDY CREEK AND ON THE EAST SIDE OF POINT
 NR0369'WHERE A SHORT DRAW LEADS TO THE NORTH AND FROM WHICH THE MAIN
 NR0369'TRAVELED ROAD COMES OUT ONTO THE TOP OF THE MESA.  STATION IS
 NR0369'ON THE HIGHEST POINT WHERE DRAW FORMS A BLUFF TO THE WEST AND
 NR0369'SOUTH.  STATION IS ABOUT 26 MILES AIR LINE NORTH-NORTHWEST OF
 NR0369'MEDICINE BOW, ABOUT 8 MILES AIR LINE NORTHEAST OF SHIRLEY,
 NR0369'ABOUT 3.5 MILES AIR LINE NORTHEAST OF ALKALI LAKE, AND 10 FEET
 NR0369'NORTHEAST OF A WHITE WITNESS POST.  MARK PROJECTS 4 INCHES AND IS
 NR0369'STAMPED, WINDY 1948.
 NR0369'
 NR0369'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 NR0369'STATION MARK.  IT PROJECTS 2 INCHES AND IS STAMPED, WINDY 1948 NO
 NR0369'1.
 NR0369'
 NR0369'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 NR0369'STATION MARK.  IT PROJECTS 2 INCHES AND IS STAMPED, WINDY 1948
 NR0369'NO 2.
 NR0369'
 NR0369'THE AZIMUTH MARK IS 14 PACES WEST OF ROAD AND 5 FEET NORTH OF
 NR0369'WHITE WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED, WINDY
 NR0369'1948.
 NR0369'
 NR0369'TO REACH THE STATION FROM MEDICINE BOW, GO NORTH ON THE CASPER
 NR0369'HIGHWAY FOR 2.6 MILES TO FORK.  TAKE LEFT FORK, THE CASPER
 NR0369'HIGHWAY, AND GO 11.6 MILES TO A CATTLE GUARD CROSSING AND OLD
 NR0369'RANCH BUILDINGS ON THE RIGHT, CONTINUE ON HIGHWAY FOR 5.0 MILES TO
 NR0369'FORK AND LARGE BOARD SIGN IN FORK READING CASPER.  TAKE LEFT FORK
 NR0369'FOR 4.4 MILES TO RANCH HOUSE.  CONTINUE ON THE MAIN ROAD FOR 0.5
 NR0369'MILE TO FORK.  KEEP LEFT FORK AND GO 1.2 MILE TO FORK.  TAKE
 NR0369'THE RIGHT FORK FOR 6.5 MILES TO FORK, THIS IS ABOUT 0.2 MILE
 NR0369'AFTER CROSSING A WOODEN BRIDGE.  KEEP RIGHT FORK AND GO 0.9
 NR0369'MILE TO FORK.  KEEP RIGHT FORK FOR 0.3 MILE TO A POND ON
 NR0369'LEFT.  CONTINUE 1.2 MILE TO AZIMUTH ON LEFT.  CONTINUE FOR 1.0
 NR0369'MILE TO FORK.  KEEP RIGHT FORK STRAIGHT AHEAD FOR 0.1 MILE TO
 NR0369'FORK.  TAKE RIGHT FORK FOR 0.7 MILE TO FORK.  TAKE RIGHT FORK,
 NR0369'A DIM TRACK LEADING UP THE HILL, FOR 0.2 MILE TO JUNCTION
 NR0369'WITH ANOTHER TRACK ROAD ON THE RIM.  TURN RIGHT AND FOLLOW
 NR0369'TRACK ROAD SOUTHWEST 0.8 MILE.  HERE LEAVE THE ROAD AND DRIVE
 NR0369'CROSS-COUNTRY SOUTH AND WEST FOR 0.45 MILE TO THE HIGHEST
 NR0369'POINT AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0455 ***********************************************************************
 PX0455  DESIGNATION -  WINDY
 PX0455  PID         -  PX0455
 PX0455  STATE/COUNTY-  WY/PARK
 PX0455  USGS QUAD   -  WINDY MOUNTAIN (1991)
 PX0455
 PX0455                         *CURRENT SURVEY CONTROL
 PX0455  ___________________________________________________________________
 PX0455* NAD 83(1993)-  44 47 29.06970(N)    109 35 33.96239(W)     ADJUSTED  
 PX0455* NAVD 88     -      3129.3    (meters)   10267.     (feet)  VERTCON   
 PX0455  ___________________________________________________________________
 PX0455  LAPLACE CORR-         -12.61  (seconds)                    DEFLEC99
 PX0455  GEOID HEIGHT-          -8.41  (meters)                     GEOID03
 PX0455
 PX0455  HORZ ORDER  -  THIRD
 PX0455
 PX0455.The horizontal coordinates were established by classical geodetic methods
 PX0455.and adjusted by the National Geodetic Survey in January 1997..
 PX0455
 PX0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0455
 PX0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0455
 PX0455.The geoid height was determined by GEOID03.
 PX0455
 PX0455;                    North         East     Units Scale Factor Converg.
 PX0455;SPC WYWC     -   477,030.630   533,313.949   MT  0.99999216   -0 35 37.6
 PX0455;UTM  12      - 4,960,742.094   611,313.248   MT  0.99975237   +0 59 29.5
 PX0455
 PX0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0455!SPC WYWC     -   0.99951091  x   0.99999216  =   0.99950308
 PX0455!UTM  12      -   0.99951091  x   0.99975237  =   0.99926340
 PX0455
 PX0455:                Primary Azimuth Mark                     Grid Az
 PX0455:SPC WYWC     -  RUSSELL                                  060 27 07.7
 PX0455:UTM  12      -  RUSSELL                                  058 52 00.6
 PX0455
 PX0455|---------------------------------------------------------------------|
 PX0455| PID    Reference Object                     Distance      Geod. Az  |
 PX0455|                                                           dddmmss.s |
 PX0455| PX0454 RUSSELL                             APPROX. 6.1 KM 0595130.1 |
 PX0455|---------------------------------------------------------------------|
 PX0455
 PX0455                          SUPERSEDED SURVEY CONTROL
 PX0455
 PX0455  NAD 83(1993)-  44 47 29.06011(N)    109 35 33.94973(W) AD(       ) 3
 PX0455  NAD 83(1986)-  44 47 29.05453(N)    109 35 33.94574(W) AD(       ) 3
 PX0455  NAD 27      -  44 47 29.26144(N)    109 35 31.33110(W) AD(       ) 3
 PX0455  NGVD 29 (07/19/86) 3128.0    (m)        10262.     (f) VERT ANG       
 PX0455
 PX0455.Superseded values are not recommended for survey control.
 PX0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0455.See file dsdata.txt to determine how the superseded data were derived.
 PX0455
 PX0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1131360742(NAD 83)
 PX0455_MARKER: DD = SURVEY DISK
 PX0455_SETTING: 66 = SET IN ROCK OUTCROP
 PX0455_SP_SET: SET IN A ROCK LEDGE
 PX0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0455+STABILITY: POSITION/ELEVATION WELL
 PX0455
 PX0455  HISTORY     - Date     Condition        Report By
 PX0455  HISTORY     - 1933     MONUMENTED       USFS
 PX0455
 PX0455                          STATION DESCRIPTION
 PX0455
 PX0455'DESCRIBED BY US FOREST SERVICE 1933
 PX0455'STATION IS LOCATED ABOUT 5.0 MI. (AIRLINE) NNW. OF THE SUNLIGHT
 PX0455'RANGER STATION, ON THE HIGHEST POINT OF WINDY MTN.
 PX0455'
 PX0455'TO REACH FROM SUNLIGHT RANGER STATION, FOLLOW THE RD. E. ABOUT 1.5
 PX0455'MI. TO THE SUNLIGHT RANCH.  CONTINUE NW. TO THE RANCH BUILDINGS AND
 PX0455'UP THE DIRT RD. LEADING UP PAINTER GULCH.  ABOUT 4.0 MI. ABOVE THE
 PX0455'RANCH, THE RD. ENDS IN A SMALL CLEARING AT A TRAIL AND SIGN READING
 PX0455'---WINDY LOOKOUT 4 MILES---.  FOLLOW GOOD TRAIL TO TOP OF MOUNTAIN
 PX0455'AND STATION SITE.  ABOUT A 1-1/2 HOUR CLIMB.
 PX0455'
 PX0455'STATION MARK--USFS 4 IN. BRONZE TABLET, CEMENTED IN SOLID LEDGE,
 PX0455'STAMPED ---2 T 56 N, R 106 W, WINDY MT.---.
 PX0455'
 PX0455'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0660 ***********************************************************************
 NQ0660  DESIGNATION -  WINDY
 NQ0660  PID         -  NQ0660
 NQ0660  STATE/COUNTY-  WY/CONVERSE
 NQ0660  USGS QUAD   -  HERMIT ROCK (1964)
 NQ0660
 NQ0660                         *CURRENT SURVEY CONTROL
 NQ0660  ___________________________________________________________________
 NQ0660* NAD 83(1993)-  42 44 14.85603(N)    105 42 58.16334(W)     ADJUSTED  
 NQ0660* NAVD 88     -      1997.3    (meters)    6553.     (feet)  VERTCON   
 NQ0660  ___________________________________________________________________
 NQ0660  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 NQ0660  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 NQ0660
 NQ0660  HORZ ORDER  -  THIRD
 NQ0660
 NQ0660.The horizontal coordinates were established by classical geodetic methods
 NQ0660.and adjusted by the National Geodetic Survey in January 1997..
 NQ0660
 NQ0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 NQ0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NQ0660
 NQ0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 NQ0660
 NQ0660.The geoid height was determined by GEOID03.
 NQ0660
 NQ0660;                    North         East     Units Scale Factor Converg.
 NQ0660;SPC WY E     -   248,636.407   155,006.533   MT  0.99996240   -0 22 22.5
 NQ0660;UTM  13      - 4,731,909.480   441,379.231   MT  0.99964228   -0 29 09.7
 NQ0660
 NQ0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NQ0660!SPC WY E     -   0.99968894  x   0.99996240  =   0.99965135
 NQ0660!UTM  13      -   0.99968894  x   0.99964228  =   0.99933133
 NQ0660
 NQ0660:                Primary Azimuth Mark                     Grid Az
 NQ0660:SPC WY E     -  DEWEY                                    266 47 43.1
 NQ0660:UTM  13      -  DEWEY                                    266 54 30.3
 NQ0660
 NQ0660|---------------------------------------------------------------------|
 NQ0660| PID    Reference Object                     Distance      Geod. Az  |
 NQ0660|                                                           dddmmss.s |
 NQ0660| NQ0662 DEWEY                               APPROX. 3.5 KM 2662520.6 |
 NQ0660|---------------------------------------------------------------------|
 NQ0660
 NQ0660                          SUPERSEDED SURVEY CONTROL
 NQ0660
 NQ0660  NAD 83(1986)-  42 44 14.83805(N)    105 42 58.14897(W) AD(       ) 3
 NQ0660  NAD 27      -  42 44 14.95807(N)    105 42 56.15815(W) AD(       ) 3
 NQ0660  NGVD 29 (07/19/86) 1996.4    (m)         6550.     (f) VERT ANG       
 NQ0660
 NQ0660.Superseded values are not recommended for survey control.
 NQ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0660.See file dsdata.txt to determine how the superseded data were derived.
 NQ0660
 NQ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH4137931909(NAD 83)
 NQ0660_MARKER: DD = SURVEY DISK
 NQ0660_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0660_SP_SET: SET IN ROCK OUTCROP
 NQ0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0660+STABILITY: POSITION/ELEVATION WELL
 NQ0660
 NQ0660  HISTORY     - Date     Condition        Report By
 NQ0660  HISTORY     - 1947     MONUMENTED       USGS
 NQ0660
 NQ0660                          STATION DESCRIPTION
 NQ0660
 NQ0660'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 NQ0660'LOCATED ABOUT 16 MI. SW. OF DOUGLAS, ON FIRST HIGH RANGE OF HILLS S.
 NQ0660'OF PLATTE RIVER, ON TOP OF BUSY HILL AND SCATTERED SCRUB TREES.
 NQ0660'
 NQ0660'TO REACH FROM DOUGLAS POST OFFICE, GO W. ON U.S. HIGHWAYS 20 AND 87
 NQ0660'12.6 MI. TO FILLING STATION AND SIDE RD., TURN LEFT ON SIDE RD., GO
 NQ0660'S. 2.2 MI. TO CROSSROADS, TURN RIGHT, GO 1.5 MI. TO RIGHT ANGLE TURN,
 NQ0660'CONTINUE S. ON MAIN TRAVELED RD. 3.9 MI. TO TOP OF PASS AND
 NQ0660'CATTLEGUARD, TURN RIGHT THRU OPEN GATE AND FOLLOW TRAIL 0.3 MI. TO
 NQ0660'Y-FORK, TAKE LEFT FORK, GO 1.5 MI. TO GATE, GO THRU GATE AND CONTINUE
 NQ0660'ON TRAIL 1.7 MI. TO SADDLE.  TURN RIGHT OFF TRAIL, GO 0.5 MI. TO TOP
 NQ0660'OF BRUSH COVERED HILL AND STATION.
 NQ0660'
 NQ0660'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP NEAR LONE CEDAR
 NQ0660'TREE, STAMPED ---WINDY 1947---.
 NQ0660'
 NQ0660'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN ROCK OUTCROP
 NQ0660'27.90 FT. FROM STATION, S 25 DEG 58 MIN E.
 NQ0660'
 NQ0660'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET SET IN ROCK OUTCROP
 NQ0660'42.80 FT. FROM STATION, S 57 DEG 31 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0687 ***********************************************************************
 MP0687  DESIGNATION -  WINDY
 MP0687  PID         -  MP0687
 MP0687  STATE/COUNTY-  WY/SWEETWATER
 MP0687  USGS QUAD   -  ANTELOPE SPRING (1981)
 MP0687
 MP0687                         *CURRENT SURVEY CONTROL
 MP0687  ___________________________________________________________________
 MP0687* NAD 83(1993)-  41 48 59.92076(N)    107 35 44.58599(W)     ADJUSTED  
 MP0687* NAVD 88     -      2165.     (meters)    7103.     (feet)  SCALED    
 MP0687  ___________________________________________________________________
 MP0687  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 MP0687  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 MP0687
 MP0687  HORZ ORDER  -  THIRD
 MP0687
 MP0687.The horizontal coordinates were established by classical geodetic methods
 MP0687.and adjusted by the National Geodetic Survey in January 1997..
 MP0687
 MP0687.The orthometric height was scaled from a topographic map.
 MP0687
 MP0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0687
 MP0687.The geoid height was determined by GEOID03.
 MP0687
 MP0687;                    North         East     Units Scale Factor Converg.
 MP0687;SPC WYWC     -   146,857.575   695,901.899   MT  1.00005064   +0 46 10.8
 MP0687;UTM  13      - 4,632,676.172   284,404.451   MT  1.00017201   -1 43 52.9
 MP0687
 MP0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0687!SPC WYWC     -   0.99966275  x   1.00005064  =   0.99971338
 MP0687!UTM  13      -   0.99966275  x   1.00017201  =   0.99983471
 MP0687
 MP0687:                Primary Azimuth Mark                     Grid Az
 MP0687:SPC WYWC     -  SOLON                                    120 19 38.5
 MP0687:UTM  13      -  SOLON                                    122 49 42.2
 MP0687
 MP0687|---------------------------------------------------------------------|
 MP0687| PID    Reference Object                     Distance      Geod. Az  |
 MP0687|                                                           dddmmss.s |
 MP0687| MP0686 SOLON                               APPROX.17.2 KM 1210549.3 |
 MP0687|---------------------------------------------------------------------|
 MP0687
 MP0687                          SUPERSEDED SURVEY CONTROL
 MP0687
 MP0687  NAD 83(1986)-  41 48 59.91217(N)    107 35 44.57975(W) AD(       ) 3
 MP0687
 MP0687.Superseded values are not recommended for survey control.
 MP0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0687.See file dsdata.txt to determine how the superseded data were derived.
 MP0687
 MP0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG8440432676(NAD 83)
 MP0687_MARKER: DS = TRIANGULATION STATION DISK
 MP0687_SETTING: 0 = UNSPECIFIED SETTING
 MP0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0687
 MP0687  HISTORY     - Date     Condition        Report By
 MP0687  HISTORY     - 1912     MONUMENTED       USGS
 MP0687
 MP0687                          STATION DESCRIPTION
 MP0687
 MP0687'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 MP0687'IN S. HALF OF SEC. 5, T 21 N, R 90 W, NEAR SE. END OF RIM LOCALLY
 MP0687'KNOWN AS WINDY HILL AND OVERLOOKING THE SEPARATION FLATS ON THE E.
 MP0687'AND NE.  STATION IS 6 MI. N. BY 2 MI. W. OF RINER STATION ON THE
 MP0687'UNION PACIFIC RAILROAD AND 7.5 MI. W. OF SEPARATION CREEK.  IT IS
 MP0687'0.25 MI. W. OF SE. END OF RIDGE, 35 FT. S. OF CENTER OF RD. RUNNING
 MP0687'E-W. ALONG RIDGE, AND 160 FT. N. OF S. SLOPE OF SAME.
 MP0687'
 MP0687'RECOVERED BY USGS IN 1966 AND REDESCRIBED AS FOLLOWS
 MP0687'
 MP0687'RAWLINS, 15 MI. W. OF, ALONG INTERSTATE HIGHWAY 80 TO RINER ROAD EXIT,
 MP0687'FOLLOW ACCESS ROAD ON N. SIDE OF HIGHWAY E. 0.2 MI. THEN N. ALONG
 MP0687'GRADED RD. 5.1 MI. TO CREST OF RIDGE LOCALLY KNOWN AS WINDY HILL AND
 MP0687'JUNCTION WITH TRACK RD. W. ALONG CREST OF RIDGE.  TURN W. ON TRACK
 MP0687'RD. 0.2 MI. TO SMALL TOP AND STATION ON THE LEFT, SET IN TOP OF AN
 MP0687'EMBEDDED BOULDER AND SURROUNDED BY THE REMAINS OF A CAIRN.
 MP0687'
 MP0687'STATION MARK--BRONZE TABLET IN TOP OF 6 X 6 X 24 IN. STONE POST SET
 MP0687'IN GROUND, STAMPED---WINDY 1912---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0455 ***********************************************************************
 OW0455  DESIGNATION -  WINDY GAP
 OW0455  PID         -  OW0455
 OW0455  STATE/COUNTY-  WY/FREMONT
 OW0455  USGS QUAD   -  ALPINE LAKE (1991)
 OW0455
 OW0455                         *CURRENT SURVEY CONTROL
 OW0455  ___________________________________________________________________
 OW0455* NAD 83(1993)-  43 02 34.32941(N)    109 22 56.23979(W)     ADJUSTED  
 OW0455* NAVD 88     -      3523.0    (meters)   11558.     (feet)  VERTCON   
 OW0455  ___________________________________________________________________
 OW0455  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 OW0455  GEOID HEIGHT-          -8.03  (meters)                     GEOID03
 OW0455
 OW0455  HORZ ORDER  -  THIRD
 OW0455
 OW0455.The horizontal coordinates were established by classical geodetic methods
 OW0455.and adjusted by the National Geodetic Survey in January 1997..
 OW0455
 OW0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 OW0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OW0455
 OW0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 OW0455
 OW0455.The geoid height was determined by GEOID03.
 OW0455
 OW0455;                    North         East     Units Scale Factor Converg.
 OW0455;SPC WYWC     -   282,609.993   548,481.561   MT  0.99997014   -0 25 53.7
 OW0455;UTM  12      - 4,766,845.203   631,766.492   MT  0.99981359   +1 06 15.6
 OW0455
 OW0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OW0455!SPC WYWC     -   0.99944908  x   0.99997014  =   0.99941923
 OW0455!UTM  12      -   0.99944908  x   0.99981359  =   0.99926277
 OW0455
 OW0455:                Primary Azimuth Mark                     Grid Az
 OW0455:SPC WYWC     -  WILSON                                   163 50 58.2
 OW0455:UTM  12      -  WILSON                                   162 18 48.9
 OW0455
 OW0455|---------------------------------------------------------------------|
 OW0455| PID    Reference Object                     Distance      Geod. Az  |
 OW0455|                                                           dddmmss.s |
 OW0455| NS0278 WILSON                              APPROX. 7.1 KM 1632504.5 |
 OW0455|---------------------------------------------------------------------|
 OW0455
 OW0455                          SUPERSEDED SURVEY CONTROL
 OW0455
 OW0455  NAD 83(1986)-  43 02 34.31950(N)    109 22 56.22900(W) AD(       ) 3
 OW0455  NGVD 29 (11/06/89) 3521.5    (m)        11553.     (f) VERT ANG       
 OW0455
 OW0455.Superseded values are not recommended for survey control.
 OW0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0455.See file dsdata.txt to determine how the superseded data were derived.
 OW0455
 OW0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN3176666845(NAD 83)
 OW0455_MARKER: DD = SURVEY DISK
 OW0455_SETTING: 0 = UNSPECIFIED SETTING
 OW0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OW0455
 OW0455  HISTORY     - Date     Condition        Report By
 OW0455  HISTORY     - 1950     MONUMENTED       USGS
 OW0455
 OW0455                          STATION DESCRIPTION
 OW0455
 OW0455'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 OW0455'STATION LOCATED IN T 1 N, R 5 W, SW. 1/4 SEC. 20 (WIND RIVER BASE LINE
 OW0455'AND WIND RIVER MERIDIAN).  STATION LIES ON HIGHEST POINT OF LARGE
 OW0455'BOULDER FIELD.
 OW0455'
 OW0455'TO REACH FROM FT. WASHAKIE, FOLLOW STATE HIGHWAY 287 N. 7.0 MI., BEAR
 OW0455'LEFT ONTO GRADED RD. AT BOTTOM OF SAGE CREEK VALLEY, AND FOLLOW MAIN
 OW0455'RD. NW. 5.5 MI., TAKE LEFT FORK AT FOOT OF GRADED RD. JUST BEYOND PASS
 OW0455'AND GO 13.5 MI. TO ST. LAWRENCE RANGER STATION AND END OF TRUCK
 OW0455'TRAVEL.  HORSES MAY USUALLY BE OBTAINED AT RANGER STATION.  FOLLOW
 OW0455'FOREST SERVICE TRAIL NW. UP NE. SIDE OF ST. LAWRENCE BASIN TO
 OW0455'PARADISE PASS, ABOUT 4.0 MI., CONTINUE W. DOWN PARADISE VALLEY ON
 OW0455'TRAIL TO CREEK IN BOTTOM, ABOUT 2.0 MI., THENCE SW. PAST LYTLE LAKE
 OW0455'AND ALONG ROCKY RIDGE, PASSING ABOVE STEAMBOAT LAKE TO HATCHET LAKE,
 OW0455'ABOUT 5 MI., THENCE S. ALONG W. SIDE OF HATCHET LAKE AND W. UP STEEP
 OW0455'SLOPED RIDGE TO WINDY GAP WHERE TRAIL DROPS DOWN INTO VALLEY OF SOUTH
 OW0455'FORK OF BULL LAKE CREEK.  FROM HATCHET LAKE TO WINDY GAP ABOUT 2 MI.
 OW0455'BEAR RIGHT AND NE., PROCEED TO THIRD ROCKY TOP AND STATION.  STATION
 OW0455'IS ON THIRD ROCKY TOP N. OF WINDY GAP AND TRAIL.
 OW0455'
 OW0455'STATION MARK--STANDARD USGS TABLET STAMPED---WR-WINDY GAP 1950 VA
 OW0455'11,553---, CEMENTED IN PLACE ON HIGHEST ROCK ON TOP.
 OW0455'
 OW0455'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0453 ***********************************************************************
 PX0453  DESIGNATION -  WINDY MOUNTAIN LOOKOUT TOWER
 PX0453  PID         -  PX0453
 PX0453  STATE/COUNTY-  WY/PARK
 PX0453  USGS QUAD   -  WINDY MOUNTAIN (1991)
 PX0453
 PX0453                         *CURRENT SURVEY CONTROL
 PX0453  ___________________________________________________________________
 PX0453* NAD 83(1993)-  44 47 28.85035(N)    109 35 35.14603(W)     ADJUSTED  
 PX0453* NAVD 88     -                                                        
 PX0453  ___________________________________________________________________
 PX0453  LAPLACE CORR-         -12.54  (seconds)                    DEFLEC99
 PX0453  GEOID HEIGHT-          -8.40  (meters)                     GEOID03
 PX0453
 PX0453  HORZ ORDER  -  THIRD
 PX0453
 PX0453.The horizontal coordinates were established by classical geodetic methods
 PX0453.and adjusted by the National Geodetic Survey in January 1997..
 PX0453
 PX0453
 PX0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0453
 PX0453.The geoid height was determined by GEOID03.
 PX0453
 PX0453;                    North         East     Units Scale Factor Converg.
 PX0453;SPC WYWC     -   477,024.129   533,287.863   MT  0.99999221   -0 35 38.4
 PX0453;UTM  12      - 4,960,734.876   611,287.358   MT  0.99975229   +0 59 28.7
 PX0453
 PX0453                          SUPERSEDED SURVEY CONTROL
 PX0453
 PX0453  NAD 83(1993)-  44 47 28.84195(N)    109 35 35.13861(W) AD(       ) 4
 PX0453  NAD 83(1986)-  44 47 28.84058(N)    109 35 35.12291(W) AD(       ) 4
 PX0453  NAD 27      -  44 47 29.03400(N)    109 35 32.50200(W) AD(       ) 3
 PX0453
 PX0453.Superseded values are not recommended for survey control.
 PX0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0453.See file dsdata.txt to determine how the superseded data were derived.
 PX0453
 PX0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ1128760735(NAD 83)
 PX0453_MARKER: 57 = LOOKOUT TOWER
 PX0453
 PX0453  HISTORY     - Date     Condition        Report By
 PX0453  HISTORY     - 1950     FIRST OBSERVED   CGS
 PX0453
 PX0453                          STATION DESCRIPTION
 PX0453
 PX0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 PX0453'STATION IS THE TOP CENTER OF THE U.S. FOREST SERVICE LOOKOUT
 PX0453'TOWER LOCATED ON THE TOP OF WINDY MOUNTAIN ABOUT 42 MILES
 PX0453'NORTHEAST OF FISHING BRIDGE IN YELLOWSTONE NATIONAL PARK
 PX0453'AND ABOUT 32 MILES NORTHWEST OF COTY, WYOMING.  THE TOWER
 PX0453'IS A STANDARD POLE STRUCTURE.  THE TOP CENTER OF THE LOOKOUT
 PX0453'WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0244 ***********************************************************************
 NS0244  DESIGNATION -  WISE
 NS0244  PID         -  NS0244
 NS0244  STATE/COUNTY-  WY/FREMONT
 NS0244  USGS QUAD   -  LANDER NW (1978)
 NS0244
 NS0244                         *CURRENT SURVEY CONTROL
 NS0244  ___________________________________________________________________
 NS0244* NAD 83(1993)-  42 57 51.81746(N)    108 38 20.82592(W)     ADJUSTED  
 NS0244* NAVD 88     -      1631.7    (meters)    5353.     (feet)  VERTCON   
 NS0244  ___________________________________________________________________
 NS0244  LAPLACE CORR-         -12.11  (seconds)                    DEFLEC99
 NS0244  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 NS0244
 NS0244  HORZ ORDER  -  THIRD
 NS0244
 NS0244.The horizontal coordinates were established by classical geodetic methods
 NS0244.and adjusted by the National Geodetic Survey in January 1997..
 NS0244
 NS0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0244
 NS0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0244
 NS0244.The geoid height was determined by GEOID03.
 NS0244
 NS0244;                    North         East     Units Scale Factor Converg.
 NS0244;SPC WYWC     -   273,704.407   609,046.054   MT  0.99993851   +0 04 32.1
 NS0244;UTM  12      - 4,759,565.246   692,546.612   MT  1.00005611   +1 36 34.3
 NS0244
 NS0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0244!SPC WYWC     -   0.99974620  x   0.99993851  =   0.99968472
 NS0244!UTM  12      -   0.99974620  x   1.00005611  =   0.99980229
 NS0244
 NS0244|---------------------------------------------------------------------|
 NS0244| PID    Reference Object                     Distance      Geod. Az  |
 NS0244|                                                           dddmmss.s |
 NS0244| CP6066 WISE RM 1                            10.325 METERS 07240     |
 NS0244| CP6065 WISE AZ MK                                         1402338.5 |
 NS0244| CP6067 WISE RM 2                             9.930 METERS 32525     |
 NS0244|---------------------------------------------------------------------|
 NS0244
 NS0244                          SUPERSEDED SURVEY CONTROL
 NS0244
 NS0244  NAD 83(1986)-  42 57 51.80136(N)    108 38 20.83902(W) AD(       ) 3
 NS0244  NAD 27      -  42 57 51.98100(N)    108 38 18.41300(W) AD(       ) 3
 NS0244  NGVD 29 (11/06/89) 1630.7    (m)         5350.     (f) VERT ANG       
 NS0244
 NS0244.Superseded values are not recommended for survey control.
 NS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0244.See file dsdata.txt to determine how the superseded data were derived.
 NS0244
 NS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN9254759565(NAD 83)
 NS0244_MARKER: DS = TRIANGULATION STATION DISK
 NS0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0244
 NS0244  HISTORY     - Date     Condition        Report By
 NS0244  HISTORY     - 1936     MONUMENTED       CGS
 NS0244  HISTORY     - 1950     GOOD             USGS
 NS0244  HISTORY     - 1972     GOOD             LOCSUR
 NS0244
 NS0244                          STATION DESCRIPTION
 NS0244
 NS0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0244'ABOUT 10 MILES NORTH-NORTHEAST OF LANDER, 5 MILES NORTHWEST
 NS0244'OF HUDSON, 0.1 MILE NORTH OF HOUSE AT OTTO WISE COAL MINE,
 NS0244'ON WEST RIM OF LARGE MESA WHICH OVERLOOKS LOW LANDS ALONG SOUTH
 NS0244'SIDE OF LITTLE WIND RIVER, 65 YARDS NORTHWEST OF MINE SHAFT,
 NS0244'AND 12 YARDS NORTHEAST OF BROW OF STEEP SOUTHERLY SLOPE OF MESA.
 NS0244'TO REACH FROM HUDSON, GO WEST ON DIRT ROAD AT NORTH END OF
 NS0244'BUSINESS DISTRICT ON U.S. HIGHWAY 287.  AT 0.3 MILE TAKE RIGHT
 NS0244'FORK WEST OF RIVER BRIDGE.  AT 0.7 MILE CROSS RAILROAD TRACKS
 NS0244'AT MILE POLE 1538 AND TURN LEFT ALONG NORTH SIDE OF TRACK.
 NS0244'AT 1.1 MILES TAKE RIGHT FORK.  AT 3.6 MILES TAKE RIGHT FORK
 NS0244'AND CONTINUE ON MAIN-TRAVELED ROAD.  AT 4.6 MILES TAKE LEFT
 NS0244'FORK.  AT 6.5 MILES TAKE LEFT FORK (AZIMUTH MARK IS 0.1
 NS0244'MILE NORTHEAST OF THIS POINT).  AT 6.8 MILES REACH OTTO
 NS0244'WISE MINE.  FROM HERE TRUCK MAY BE DRIVEN TO STATION BY
 NS0244'CONTINUING NORTH 0.2 MILE, THENCE NORTHEAST UP GENTLE SLOPE
 NS0244'TO TOP OF MESA AND STATION.  SURFACE AND UNDERGROUND MARKS
 NS0244'ARE STANDARD DISKS IN CONCRETE.
 NS0244'REFERENCE MARKS ARE STANDARD DISKS IN CONCRETE.
 NS0244'NO. 1 IS 10.325 METERS (33.87 FEET) EAST OF STATION
 NS0244'N 72 DEG 40 MIN E.  NO. 2 IS ON BROW OF MESA, 9.930
 NS0244'METERS (32.58 FEET) NORTHWEST OF STATION N 34 DEG 35 MIN W.
 NS0244'DISTANCE BETWEEN REFERENCE MARKS IS 16.311 METERS
 NS0244'(53.51 FEET).  AZIMUTH MARK IS STANDARD DISK IN OUTCROPPING
 NS0244'BEDROCK, NORTHEAST OF ROAD FORKS AS DESCRIBED
 NS0244'ABOVE, 26 YARDS EAST OF CENTER LINE OF RIGHT FORK ROAD, AT
 NS0244'BOTTOM OF SLOPE LEADING UP TO MESA, AND IN SANDSTONE LEDGE 2
 NS0244'FEET HIGH AND 12 FEET NORTH OF SOUTH END.  IT IS
 NS0244'APPROXIMATELY 0.4 MILE SOUTHEAST OF STATION S 39 DEG 36 MIN E.
 NS0244
 NS0244                          STATION RECOVERY (1950)
 NS0244
 NS0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NS0244'STATION MARK--STANDARD DISK IN CONCRETE.
 NS0244
 NS0244                          STATION RECOVERY (1972)
 NS0244
 NS0244'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (CES)
 NS0244'RECOVERED BY C.E. SPURLOCK JR AND ASSOC.
 NS0244'
 NS0244'TRIANGULATION STATION WISE-GOOD-BOTH R.M. S AND AZ MARK ALSO
 NS0244'IN GOOD SHAPE.  THERE IS NO LONGER A HOUSE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0417 ***********************************************************************
 PX0417  DESIGNATION -  WISE
 PX0417  PID         -  PX0417
 PX0417  STATE/COUNTY-  WY/PARK
 PX0417  USGS QUAD   -  HORNER CREEK (1987)
 PX0417
 PX0417                         *CURRENT SURVEY CONTROL
 PX0417  ___________________________________________________________________
 PX0417* NAD 83(1993)-  44 15 31.40281(N)    109 03 09.81910(W)     ADJUSTED  
 PX0417* NAVD 88     -      2207.8    (meters)    7243.     (feet)  VERTCON   
 PX0417  ___________________________________________________________________
 PX0417  LAPLACE CORR-         -19.30  (seconds)                    DEFLEC99
 PX0417  GEOID HEIGHT-         -10.60  (meters)                     GEOID03
 PX0417
 PX0417  HORZ ORDER  -  FIRST
 PX0417
 PX0417.The horizontal coordinates were established by classical geodetic methods
 PX0417.and adjusted by the National Geodetic Survey in January 1997..
 PX0417
 PX0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0417
 PX0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0417
 PX0417.The geoid height was determined by GEOID03.
 PX0417
 PX0417;                    North         East     Units Scale Factor Converg.
 PX0417;SPC WYWC     -   417,540.039   575,826.645   MT  0.99994468   -0 12 40.6
 PX0417;UTM  12      - 4,902,453.112   655,441.642   MT  0.99989716   +1 21 33.4
 PX0417
 PX0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0417!SPC WYWC     -   0.99965560  x   0.99994468  =   0.99960030
 PX0417!UTM  12      -   0.99965560  x   0.99989716  =   0.99955279
 PX0417
 PX0417|---------------------------------------------------------------------|
 PX0417| PID    Reference Object                     Distance      Geod. Az  |
 PX0417|                                                           dddmmss.s |
 PX0417| CQ6876 WISE RM 1                             5.103 METERS 09129     |
 PX0417| CQ6875 WISE AZ MK                                         1141501.4 |
 PX0417| CQ6877 WISE RM 2                             7.010 METERS 19202     |
 PX0417|---------------------------------------------------------------------|
 PX0417
 PX0417                          SUPERSEDED SURVEY CONTROL
 PX0417
 PX0417  NAD 83(1986)-  44 15 31.39277(N)    109 03 09.81097(W) AD(       ) 1
 PX0417  NAD 27      -  44 15 31.55700(N)    109 03 07.30900(W) AD(       ) 1
 PX0417  NGVD 29 (07/19/86) 2206.6    (m)         7239.     (f) VERT ANG       
 PX0417
 PX0417.Superseded values are not recommended for survey control.
 PX0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0417.See file dsdata.txt to determine how the superseded data were derived.
 PX0417
 PX0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ5544202453(NAD 83)
 PX0417_MARKER: Z = SEE DESCRIPTION
 PX0417_SETTING: 66 = SET IN ROCK OUTCROP
 PX0417
 PX0417  HISTORY     - Date     Condition        Report By
 PX0417  HISTORY     - 1950     MONUMENTED       USGS
 PX0417  HISTORY     - 1950     GOOD             CGS
 PX0417
 PX0417                          STATION DESCRIPTION
 PX0417
 PX0417'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (EBL)
 PX0417'THE STATION IS LOCATED ON A HIGH GRASSY HILL, ABOUT 11 MILES
 PX0417'NORTHWEST OF MEETEETSE, AND 2 MILES NORTH OF MEETEETSE CREEK.
 PX0417'THE MARK IS A BRASS PLUG SET IN A ROCK OUTCROP, AND STAMPED
 PX0417'USGS.
 PX0417'
 PX0417'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A ROCK OUTCROP,
 PX0417'AND STAMPED WISE USGS NO 1 1950.
 PX0417'
 PX0417'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A ROCK OUTCROP,
 PX0417'AND STAMPED WISE USGS NO 2 1950.
 PX0417'
 PX0417'THE AZIMUTH MARK IS 6 FEET EAST OF A WITNESS POST.  THE MARK
 PX0417'IS A STANDARD DISK SET IN A ROCK OUTCROP, AND STAMPED WISE
 PX0417'USGS 1950.
 PX0417'
 PX0417'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MEETEETSE, GO
 PX0417'NORTHWEST ON STATE HIGHWAY 120 FOR 3.1 MILES TO A GRADED ROAD
 PX0417'LEFT AND A SIGN TEXAS OIL CO., SPRING CREEK FIELD.  TURN
 PX0417'LEFT, WESTERLY, AND GO 1.6 MILES TO A FORK.  TAKE THE LEFT
 PX0417'ROAD, WESTERLY, AND FOLLOW THE MAIN TRAVELED ROAD FOR 6 MILES
 PX0417'TO A FORK.  TAKE THE RIGHT FORK, WESTERLY, AND GO 1.6 MILES
 PX0417'TO A DIM TRACK ROAD ON THE RIGHT JUST AFTER DESCENDING A STEEP
 PX0417'HILL AND PASSING OVER A CATTLE GUARD.  TAKE THE DIM TRACK ROAD
 PX0417'WHICH RUNS PARALLEL TO THE MAIN TRAVELED ROAD, AND GO WEST,
 PX0417'THEN NORTH FOR 0.8 MILE TO A FENCE.  PASS THROUGH THE FENCE AND
 PX0417'GO NORTHERLY UP A DRAW FOR 1.5 MILES TO A FENCE.  HERE
 PX0417'FOLLOW THE FENCE LINE FOR 0.4 MILE TO THE SUMMIT OF THE
 PX0417'HILL AND STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 PX0417'EASTERLY ON TOP OF THE RIDGE FOR 0.4 MILE TO THE AZIMUTH
 PX0417'MARK.
 PX0417'
 PX0417'A FOUR WHEEL DRIVE TRUCK IS NEEDED TO CROSS AN IRRIGATION
 PX0417'DITCH JUST AFTER PASSING THROUGH THE FIRST FENCE.
 PX0417
 PX0417                          STATION RECOVERY (1950)
 PX0417
 PX0417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 PX0417'STATION IS LOCATED ON THE EASTERNMOST OF TWO SMALL HILLS 8.0 MI. S.
 PX0417'OF THE FROST RANCH ON STAGE CREEK, 1.5 MI. NE. OF SEVERAL TEXAS
 PX0417'COMPANY OIL STORAGE TANKS WHICH ARE SITUATED ON THE SW. BANK OF
 PX0417'MEETEETSE, CREEK, IN SEC. , T.50 N., R.102 W.
 PX0417'
 PX0417'TO REACH FROM POST OFFICE IN MEETEETSE, GO N. ON WYOMING STATE HIGHWAY
 PX0417'120 -MEETEETSE TO CODY RD.- FOR 3.0 MI. TURN WESTERLY LEFT, ON THE
 PX0417'TEXAS OIL COMPANY SPRING CREEK RD. FOR 11.4 MI. GO RIGHT NORTHERLY FOR
 PX0417'3.55 MI. TO FENCE LINE, GO NORTHEASTERLY ALONG FENCE LINE FOR 0.3 MI.
 PX0417'TO TRAIL, TAKE TRAIL SOUTHEASTERLY FOR 1.45 MI. TO FENCE LINE AND
 PX0417'GATE.  STATION IS ON TOP OF HILL, 0.25 MI. DUE N. OF GATE.
 PX0417'
 PX0417'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0800 ***********************************************************************
 MR0800  DESIGNATION -  WOLF
 MR0800  PID         -  MR0800
 MR0800  STATE/COUNTY-  WY/UINTA
 MR0800  USGS QUAD   -  CARTER (1964)
 MR0800
 MR0800                         *CURRENT SURVEY CONTROL
 MR0800  ___________________________________________________________________
 MR0800* NAD 83(1993)-  41 26 47.80692(N)    110 29 54.95669(W)     ADJUSTED  
 MR0800* NAVD 88     -      2089.5    (meters)    6855.     (feet)  VERTCON   
 MR0800  ___________________________________________________________________
 MR0800  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 MR0800  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 MR0800
 MR0800  HORZ ORDER  -  FIRST
 MR0800
 MR0800.The horizontal coordinates were established by classical geodetic methods
 MR0800.and adjusted by the National Geodetic Survey in January 1997..
 MR0800
 MR0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 MR0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MR0800
 MR0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 MR0800
 MR0800.The geoid height was determined by GEOID03.
 MR0800
 MR0800;                    North         East     Units Scale Factor Converg.
 MR0800;SPC WY W     -   205,201.257   765,300.571   MT  0.99995231   -0 16 29.6
 MR0800;UTM  12      - 4,588,458.579   541,882.727   MT  0.99962159   +0 19 54.8
 MR0800
 MR0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MR0800!SPC WY W     -   0.99967464  x   0.99995231  =   0.99962697
 MR0800!UTM  12      -   0.99967464  x   0.99962159  =   0.99929636
 MR0800
 MR0800|---------------------------------------------------------------------|
 MR0800| PID    Reference Object                     Distance      Geod. Az  |
 MR0800|                                                           dddmmss.s |
 MR0800| CP6069 WOLF RM 1                             8.017 METERS 02642     |
 MR0800| MR0775 MOUNTAIN FUEL UNITA PLT E STK       APPROX.34.8 KM 0985944.2 |
 MR0800| CP6070 WOLF RM 2                             7.400 METERS 12128     |
 MR0800| CP6068 WOLF AZ MK                                         2282637.9 |
 MR0800|---------------------------------------------------------------------|
 MR0800
 MR0800                          SUPERSEDED SURVEY CONTROL
 MR0800
 MR0800  NAD 83(1986)-  41 26 47.79408(N)    110 29 54.94970(W) AD(       ) 1
 MR0800  NAD 27      -  41 26 47.97600(N)    110 29 52.35820(W) AD(       ) 1
 MR0800  NGVD 29 (07/19/86) 2088.2    (m)         6851.     (f) VERT ANG       
 MR0800
 MR0800.Superseded values are not recommended for survey control.
 MR0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0800.See file dsdata.txt to determine how the superseded data were derived.
 MR0800
 MR0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL4188388459(NAD 83)
 MR0800_MARKER: DS = TRIANGULATION STATION DISK
 MR0800_SETTING: 66 = SET IN ROCK OUTCROP
 MR0800
 MR0800  HISTORY     - Date     Condition        Report By
 MR0800  HISTORY     - 1962     MONUMENTED       CGS
 MR0800
 MR0800                          STATION DESCRIPTION
 MR0800
 MR0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 MR0800'THE STATION IS ABOUT 4 MILES WEST-NORTHWEST OF CARTER, 6
 MR0800'MILES EAST OF U.S. HIGHWAY 189, 8-1/2 MILES SOUTH OF THE
 MR0800'UINTA-LINCOLN COUNTY LINE, ON THE SUMMIT OF A SMALL GREY
 MR0800'COLORED, ROCKY BUTTE, WHICH IS THE HIGHEST BUTTE IN THE
 MR0800'IMMEDIATE VICINITY.
 MR0800'
 MR0800'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CARTER, GO
 MR0800'WEST ALONG THE NORTH SIDE OF THE RAILROAD TRACKS FOR 3.45
 MR0800'MILES TO A BENCH MARK ON THE LEFT.  CONTINUE WESTERLY FOR
 MR0800'0.9 MILE TO A FORK.  TAKE THE RIGHT FORK 0.15 MILE TO A
 MR0800'FORK.  TURN SHARP RIGHT AND GO NORTHWESTERLY 1.75 MILES TO
 MR0800'THE AZIMUTH MARK OF THE RIGHT.  CONTINUE EASTERLY 0.6 MILE
 MR0800'TO THE TOP OF THE BUTTE AND THE STATION.
 MR0800'
 MR0800'THE STATION MARK IS A STANDARD DISK, STAMPED WOLF 1962,
 MR0800'CEMENTED IN A DRILL HOLE IN A LARGE MASS OF ROCK OUTCROP THAT
 MR0800'FORMS THE SUMMIT OF THE BUTTE.  IT IS 4.7 FEET SOUTHWEST
 MR0800'OF A WITNESS POST AND 6.7 FEET EAST OF THE WEST EDGE OF THE
 MR0800'BUTTE.
 MR0800'
 MR0800'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WOLF NO 1 1962,
 MR0800'CEMENTED IN A DRILL HOLE IN A 7 BY 10 FOOT ROCK OUTCROP
 MR0800'PROJECTING ABOUT 2 FEET AT THE SOUTHWEST END AND ABOUT 2
 MR0800'FEET HIGHER THAN THE STATION.
 MR0800'
 MR0800'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WOLF NO 2 1962,
 MR0800'CEMENTED IN A DRILL HOLE IN A LARGE MASS OF ROCK OUTCROP PROJECTING
 MR0800'1 FOOT ON THE NORTHWEST SIDE AND 2 FEET ON THE SOUTHEAST SIDE
 MR0800'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 MR0800'
 MR0800'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WOLF 1962, SET
 MR0800'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  IT IS
 MR0800'3 FEET SOUTHEAST OF A WITNESS POST AND 20 FEET SOUTHEAST
 MR0800'OF THE CENTERLINE OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0503 ***********************************************************************
 PW0503  DESIGNATION -  WOLF
 PW0503  PID         -  PW0503
 PW0503  STATE/COUNTY-  WY/SHERIDAN
 PW0503  USGS QUAD   -  RANCHESTER (1978)
 PW0503
 PW0503                         *CURRENT SURVEY CONTROL
 PW0503  ___________________________________________________________________
 PW0503* NAD 83(1993)-  44 59 55.68887(N)    107 12 55.00904(W)     ADJUSTED  
 PW0503* NAVD 88     -      1557.7    (meters)    5111.     (feet)  VERTCON   
 PW0503  ___________________________________________________________________
 PW0503  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 PW0503  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 PW0503
 PW0503  HORZ ORDER  -  FIRST
 PW0503
 PW0503.The horizontal coordinates were established by classical geodetic methods
 PW0503.and adjusted by the National Geodetic Survey in January 1997..
 PW0503
 PW0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0503
 PW0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0503
 PW0503.The geoid height was determined by GEOID03.
 PW0503
 PW0503;                    North         East     Units Scale Factor Converg.
 PW0503;SPC WYEC     -   599,738.087   409,307.721   MT  0.99993856   +0 05 00.5
 PW0503;SPC MT       -    85,858.495   780,121.255   MT  1.00000072   +1 40 16.6
 PW0503;SPC MT       -   281,687.98  2,559,452.94   iFT  1.00000072   +1 40 16.6
 PW0503;UTM  13      - 4,985,204.681   325,398.325   MT  0.99997487   -1 34 00.5
 PW0503
 PW0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0503!SPC WYEC     -   0.99975789  x   0.99993856  =   0.99969646
 PW0503!SPC MT       -   0.99975789  x   1.00000072  =   0.99975861
 PW0503!UTM  13      -   0.99975789  x   0.99997487  =   0.99973277
 PW0503
 PW0503|---------------------------------------------------------------------|
 PW0503| PID    Reference Object                     Distance      Geod. Az  |
 PW0503|                                                           dddmmss.s |
 PW0503| PW0504 WOLF MOUNTAIN                        48.726 METERS 12759     |
 PW0503| CS9037 SHER 18 4496                                       2671943.4 |
 PW0503| CQ6878 WOLF RM 2                             8.047 METERS 34139     |
 PW0503|---------------------------------------------------------------------|
 PW0503
 PW0503                          SUPERSEDED SURVEY CONTROL
 PW0503
 PW0503  NAD 83(1986)-  44 59 55.67745(N)    107 12 54.99238(W) AD(       ) 1
 PW0503  NAD 27      -  44 59 55.78600(N)    107 12 52.70100(W) AD(       ) 1
 PW0503  NGVD 29 (07/19/86) 1556.9    (m)         5108.     (f) VERT ANG       
 PW0503
 PW0503.Superseded values are not recommended for survey control.
 PW0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0503.See file dsdata.txt to determine how the superseded data were derived.
 PW0503
 PW0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK2539885205(NAD 83)
 PW0503_MARKER: DD = SURVEY DISK
 PW0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PW0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0503
 PW0503  HISTORY     - Date     Condition        Report By
 PW0503  HISTORY     - 1925     MONUMENTED       CGS
 PW0503  HISTORY     - 1957     GOOD             CGS
 PW0503  HISTORY     - 1964     GOOD             USGS
 PW0503  HISTORY     - 1970     GOOD             LOCENG
 PW0503
 PW0503                          STATION DESCRIPTION
 PW0503
 PW0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (HO)
 PW0503'ABOUT 6-1/2 MILES NORTHWEST OF TOWN OF RANCHESTER, VERY NEAR
 PW0503'THE WYOMING-MONTANA STATE LINE, ON MOST SOUTHWEST KNOB OF
 PW0503'WOLF MOUNTAINS.  TO REACH FROM RANCHESTER, GO TO ELEVATOR
 PW0503'AT OHLMAN, THEN NORTH TO OWL CREEK, WHERE OLD ROAD LEADS UP
 PW0503'HILLS ABOUT 1-1/4 MILES TO NORTH OF STATION, WHICH IS ON
 PW0503'WEST END OF HILL.  OLD ROAD CAN BE TRAVELED ONLY WITH SADDLE
 PW0503'AND PACK ANIMALS.  ANOTHER ROAD LEADS TO OLD COAL MINE, WHICH
 PW0503'IS ABOUT 2 MILES FROM STATION.  THIS CAN BE TRAVELED BY
 PW0503'TRUCK WITH LIGHT LOAD ONLY.  TYPE OF MARK ESTABLISHED WAS NOT
 PW0503'RECORDED, BUT IS PROBABLY STANDARD STATION MARK MOUNTED ON
 PW0503'IRON PIPE.  STATION WOLF MOUNTAIN (U.S.G.S.) (SEE
 PW0503'DESCRIPTION THEREOF), MARKED BY IRON PIPE AND SCREW CAP
 PW0503'TABLET, IS ABOUT 25 FEET WEST OF NORTH-AND-SOUTH FENCE
 PW0503'CROSSING FIELD, AND 48.759 METERS (159.97 FEET) FROM
 PW0503'STATION S 52 DEG 01 MIN E.
 PW0503
 PW0503                          STATION RECOVERY (1957)
 PW0503
 PW0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0503'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK AND
 PW0503'THE USGS BENCH MARK USED AS REFERENCE MARK 1 WERE FOUND IN
 PW0503'GOOD CONDITION.  A DIFFERENCE OF 0.055 METER IS NOTED BETWEEN
 PW0503'THE MEASUREMENT MADE IN 1925 AND THAT MADE IN 1957 TO THE
 PW0503'BENCH MARK.** REFERENCE MARK 2 WAS SET BY THIS PARTY AND A
 PW0503'U.S. GEOLOGICAL BENCH MARK WAS USED AS AN AZIMUTH MARK.
 PW0503'A COMPLETE NEW DESCRIPTION FOLLOWS--
 PW0503'
 PW0503'STATION IS ON THE HIGHEST POINT OF A HIGH, RED COLORED BUTTE
 PW0503'ABOUT 7 MILES NORTHWEST OF RANCHESTER, IN A GROUP OF MOUNTAINS KNOWN
 PW0503'AS WOLF MOUNTAINS.  IT IS ON THE MOST SOUTHWEST ONE OF THESE
 PW0503'MOUNTAINS.
 PW0503'
 PW0503'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 14 AND 87 AT THE
 PW0503'NORTHEAST EDGE OF RANCHESTER BY GOING NORTHERLY ON HIGHWAY
 PW0503'87 FOR 6.45 MILES TO CROSSROADS, TURN RIGHT, NORTH THEN
 PW0503'EASTERLY FOR 2.8 MILES TO A SIDE ROAD RIGHT AND SCHOOLHOUSE ON
 PW0503'THE LEFT, CONTINUE EASTERLY FOR 1.9 MILES TO TOP OF RIDGE AND
 PW0503'END OF GRAVELED ROAD, BEAR RIGHT FOR 0.1 MILE TO GATE AT A
 PW0503'SMALL CORRAL, PASS THROUGH GATE AND FOLLOW TRACK ROAD EASTERLY
 PW0503'FOR 0.65 MILE TO TOP OF SMALL RIDGE AND THE AZIMUTH MARK ON
 PW0503'THE LEFT, CONTINUE ON TRACK ROAD FOR 0.6 MILE TO TWO GATES
 PW0503'AT A T-FENCE CORNER, PASS THROUGH LEFT HAND GATE AND FOLLOW
 PW0503'TRACK ROAD ALONG NORTH SIDE OF FENCE FOR 1.0 MILE TO A
 PW0503'POINT WHERE THE TRACK ROAD BEARS LEFT AWAY FROM FENCE,
 PW0503'CONTINUE ON TRACK ROAD FOR 0.7 MILE TO A GATE AT A SMALL
 PW0503'BUILDING, PASS THROUGH GATE, TURN SHARP LEFT AND FOLLOW
 PW0503'DIM TRACKS FOR 0.15 MILE TO AN OLD POLE CORRAL ON THE
 PW0503'RIGHT, CONTINUE ON DIM TRACKS, NORTHEASTERLY, PASSING
 PW0503'TO THE RIGHT OF A LARGE CLUMP OF BUSHES, FOR 0.25 MILE TO A
 PW0503'SMALL DRAINAGE, CROSS THE DRAINAGE THEN BEAR SHARP LEFT, UP THE
 PW0503'RIDGE AND FOLLOW DIM TRACKS FOR 0.95 MILE TO A DIVIDE
 PW0503'WHERE A RIDGE BEARS SOUTHWESTERLY, AT THIS POINT TURN SHARP
 PW0503'LEFT UP A STEEP HILL TO THE TOP AND STATION.
 PW0503'
 PW0503'STATION MARK IS A STANDARD DISK, STAMPED WOLF 1925 AND BOLTED
 PW0503'TO THE TOP OF A 3 INCH ROUND, IRON PIPE PROJECTING 12 INCHES.
 PW0503'A WHITE WITNESS POST WAS SET 4 FEET SOUTH OF THE MARK.
 PW0503'
 PW0503'WOLF MOUNTAIN (USGS) (R.M. 1) IS A U.S. GEOLOGICAL SURVEY
 PW0503'BENCH MARK DISK, UNSTAMPED AND BOLTED TO THE TOP OF A 3-INCH
 PW0503'IRON PIPE PROJECTING 12 INCHES.
 PW0503'
 PW0503'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WOLF NO 2 1957,
 PW0503'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 2
 PW0503'INCHES.
 PW0503'
 PW0503'A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED 4496 SHER 18,
 PW0503'WAS USED AS AN AZIMUTH MARK.  IT IS A STANDARD BENCH MARK
 PW0503'DISK BOLTED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING 14
 PW0503'INCHES.  IT IS 20 FEET NORTH OF THE CENTER OF A TRACK ROAD.
 PW0503'A WHITE WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 PW0503'
 PW0503'**A 300 FOOT STEEL TAPE WAS USED IN MAKING THE 1957 MEASUREMENT.
 PW0503
 PW0503                          STATION RECOVERY (1964)
 PW0503
 PW0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 PW0503'DESCRIPTION AND POSITION LISTED IN NGS QUAD 44107-1, STATION 1020.
 PW0503
 PW0503                          STATION RECOVERY (1970)
 PW0503
 PW0503'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (RB)
 PW0503'RECOVERED BY VOORHIES-TRINDEL AND NELSON WASH DIV.
 PW0503'
 PW0503'WOLF 1925-REFERENCE MARK 2 DESTROYED A NEW FENCE LINE HAS BEEN
 PW0503'ADDED WHICH YOU HAVE TO CROSS TWICE AND THERE WERE SOME
 PW0503'WASH OUTS WHICH MAKE THE DESCRIPTION HARD TO FOLLOW ONCE
 PW0503'YOU HAVE GOTTEN TO SMALL BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0504 ***********************************************************************
 PW0504  DESIGNATION -  WOLF MOUNTAIN
 PW0504  PID         -  PW0504
 PW0504  STATE/COUNTY-  WY/SHERIDAN
 PW0504  USGS QUAD   -  RANCHESTER (1978)
 PW0504
 PW0504                         *CURRENT SURVEY CONTROL
 PW0504  ___________________________________________________________________
 PW0504* NAD 83(1993)-  44 59 54.71758(N)    107 12 53.25545(W)     ADJUSTED  
 PW0504* NAVD 88     -      1557.6    (meters)    5110.     (feet)  VERTCON   
 PW0504  ___________________________________________________________________
 PW0504  LAPLACE CORR-          -7.49  (seconds)                    DEFLEC99
 PW0504  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 PW0504
 PW0504  HORZ ORDER  -  SECOND
 PW0504
 PW0504.The horizontal coordinates were established by classical geodetic methods
 PW0504.and adjusted by the National Geodetic Survey in January 1997..
 PW0504
 PW0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0504
 PW0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0504
 PW0504.The geoid height was determined by GEOID03.
 PW0504
 PW0504;                    North         East     Units Scale Factor Converg.
 PW0504;SPC WYEC     -   599,708.162   409,346.170   MT  0.99993857   +0 05 01.7
 PW0504;SPC MT       -    85,829.645   780,160.521   MT  1.00000088   +1 40 17.9
 PW0504;SPC MT       -   281,593.32  2,559,581.76   iFT  1.00000088   +1 40 17.9
 PW0504;UTM  13      - 4,985,173.660   325,435.898   MT  0.99997471   -1 33 59.2
 PW0504
 PW0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0504!SPC WYEC     -   0.99975791  x   0.99993857  =   0.99969649
 PW0504!SPC MT       -   0.99975791  x   1.00000088  =   0.99975879
 PW0504!UTM  13      -   0.99975791  x   0.99997471  =   0.99973262
 PW0504
 PW0504:                Primary Azimuth Mark                     Grid Az
 PW0504:SPC WYEC     -  RANCHESTER NW BASE                       199 25 59.6
 PW0504:SPC MT       -  RANCHESTER NW BASE                       197 50 43.4
 PW0504:UTM  13      -  RANCHESTER NW BASE                       201 05 00.5
 PW0504
 PW0504|---------------------------------------------------------------------|
 PW0504| PID    Reference Object                     Distance      Geod. Az  |
 PW0504|                                                           dddmmss.s |
 PW0504| PW0581 RANCHESTER NW BASE                  APPROX. 6.7 KM 1993101.3 |
 PW0504|---------------------------------------------------------------------|
 PW0504
 PW0504                          SUPERSEDED SURVEY CONTROL
 PW0504
 PW0504  NAD 83(1986)-  44 59 54.70615(N)    107 12 53.23880(W) AD(       ) 2
 PW0504  NAD 27      -  44 59 54.81540(N)    107 12 50.94820(W) AD(       ) 2
 PW0504  NGVD 29 (11/30/89) 1556.8    (m)         5108.     (f) VERT ANG       
 PW0504
 PW0504.Superseded values are not recommended for survey control.
 PW0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0504.See file dsdata.txt to determine how the superseded data were derived.
 PW0504
 PW0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK2543685174(NAD 83)
 PW0504_MARKER: P = PIPE CAP
 PW0504_SETTING: 0 = UNSPECIFIED SETTING
 PW0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0504
 PW0504  HISTORY     - Date     Condition        Report By
 PW0504  HISTORY     - 1896     MONUMENTED       USGS
 PW0504  HISTORY     - 1925     GOOD             USGS
 PW0504  HISTORY     - 1957     GOOD             CGS
 PW0504
 PW0504                          STATION DESCRIPTION
 PW0504
 PW0504'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 PW0504'STATION MARK--IRON ROD WITH SCREW CAP TABLET DRIVEN INTO THE GROUND.
 PW0504
 PW0504                          STATION RECOVERY (1925)
 PW0504
 PW0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1925 (HO)
 PW0504'ABOUT 6-1/2 MILES NORTHWEST OF TOWN OF RANCHESTER, VERY
 PW0504'NEAR THE MONTANA-WYOMING STATE LINE, ON MOST SOUTHWEST KNOB
 PW0504'OF WOLF MOUNTAIN.  MARKED BY IRON PIPE AND SCREW CAP TABLET
 PW0504'OF THE U.S. GEOLOGICAL SURVEY.  MARK IS ABOUT 25 FEET WEST
 PW0504'OF NORTH-AND-SOUTH FENCE CROSSING FIELD, AND STATION WOLF
 PW0504'(SEE DESCRIPTION THEREOF) IS 48.759 METERS (159.97 FEET)
 PW0504'FROM STATION N 52 DEG 01 MIN W.
 PW0504
 PW0504                          STATION RECOVERY (1957)
 PW0504
 PW0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0504'STATION RECOVERED AS DESCRIBED AND THE MARK IS IN GOOD CONDITION.
 PW0504'A MEASUREMENT WAS MADE TO TRIANGULATION STATION WOLF 1925
 PW0504'AND THE DISTANCE WAS FOUND TO BE 48.704 METERS.  A DIFFERENCE
 PW0504'OF 0.055 METER IS NOTED BETWEEN THIS MEASUREMENT AND THE
 PW0504'MEASUREMENT MADE IN 1925.  THE 1957 MEASUREMENT WAS MADE WITH
 PW0504'A 300 FOOT STEEL TAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0536 ***********************************************************************
 PW0536  DESIGNATION -  WONDER
 PW0536  PID         -  PW0536
 PW0536  STATE/COUNTY-  WY/BIG HORN
 PW0536  USGS QUAD   -  FLITNER RESERVOIR (1960)
 PW0536
 PW0536                         *CURRENT SURVEY CONTROL
 PW0536  ___________________________________________________________________
 PW0536* NAD 83(1993)-  44 20 59.70627(N)    107 43 03.41130(W)     ADJUSTED  
 PW0536* NAVD 88     -      1545.9    (meters)    5072.     (feet)  VERTCON   
 PW0536  ___________________________________________________________________
 PW0536  LAPLACE CORR-          18.93  (seconds)                    DEFLEC99
 PW0536  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 PW0536
 PW0536  HORZ ORDER  -  FIRST
 PW0536
 PW0536.The horizontal coordinates were established by classical geodetic methods
 PW0536.and adjusted by the National Geodetic Survey in January 1997..
 PW0536
 PW0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0536
 PW0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0536
 PW0536.The geoid height was determined by GEOID03.
 PW0536
 PW0536;                    North         East     Units Scale Factor Converg.
 PW0536;SPC WYEC     -   527,700.127   369,361.922   MT  0.99994904   -0 16 07.1
 PW0536;UTM  13      - 4,914,330.897   283,400.352   MT  1.00017701   -1 54 01.6
 PW0536
 PW0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0536!SPC WYEC     -   0.99975939  x   0.99994904  =   0.99970845
 PW0536!UTM  13      -   0.99975939  x   1.00017701  =   0.99993636
 PW0536
 PW0536|---------------------------------------------------------------------|
 PW0536| PID    Reference Object                     Distance      Geod. Az  |
 PW0536|                                                           dddmmss.s |
 PW0536| CQ6882 WONDER RM 1                          12.746 METERS 24657     |
 PW0536| CQ6881 WONDER AZ MK                                       2985836.9 |
 PW0536| CQ6883 WONDER RM 2                          17.080 METERS 30543     |
 PW0536|---------------------------------------------------------------------|
 PW0536
 PW0536                          SUPERSEDED SURVEY CONTROL
 PW0536
 PW0536  NAD 83(1986)-  44 20 59.69147(N)    107 43 03.40168(W) AD(       ) 1
 PW0536  NAD 27      -  44 20 59.83280(N)    107 43 01.08150(W) AD(       ) 1
 PW0536  NGVD 29 (07/19/86) 1545.1    (m)         5069.     (f) VERT ANG       
 PW0536
 PW0536.Superseded values are not recommended for survey control.
 PW0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0536.See file dsdata.txt to determine how the superseded data were derived.
 PW0536
 PW0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK8340014331(NAD 83)
 PW0536_MARKER: DS = TRIANGULATION STATION DISK
 PW0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0536
 PW0536  HISTORY     - Date     Condition        Report By
 PW0536  HISTORY     - 1957     MONUMENTED       CGS
 PW0536
 PW0536                          STATION DESCRIPTION
 PW0536
 PW0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0536'LOCATED ABOUT 7 MILES NORTH AND 5-1/2 MILES WEST OF HYATTVILLE,
 PW0536'12-1/2 MILES EAST AND 6 MILES NORTH OF MANDERSON, ON THE
 PW0536'EASTERN END OF A HIGH PROMINENT RIDGE THAT SLOPES TO THE
 PW0536'WEST AND DROPS OFF SHARP TO THE EAST.
 PW0536'
 PW0536'REACHED FROM GREYBULL AT THE JUNCTION OF U.S. HIGHWAYS 14
 PW0536'AND 20, BY GOING EASTERLY ON HIGHWAY 14 FOR 3.9 MILES TO A SIDE
 PW0536'ROAD RIGHT, TURN RIGHT, SOUTHERLY, FOR 1.65 MILE TO A FORK,
 PW0536'TAKE RIGHT FORK 0.25 MILE TO SIDE ROAD LEFT AND SIGN OHIO
 PW0536'OIL CO., EAST LAMB AREA, TURN LEFT FOR 0.25 MILE TO A FORK,
 PW0536'TAKE RIGHT FORK FOR 1.5 MILES TO A CANAL, CROSS CANAL AND
 PW0536'CONTINUE ON GRADED ROAD 3.65 MILES TO A FORK AT THE TOP OF
 PW0536'A GRADE, TAKE RIGHT FORK 0.75 MILE TO A POINT WHERE THE ROAD
 PW0536'IS WASHED OUT, PICK WAY AROUND THE WASHOUT AND CONTINUE ON
 PW0536'GRADED ROAD 0.45 MILE TO A SMALL COTTONWOOD TREE (THIS IS
 PW0536'THE ONLY TREE VISIBLE), CONTINUE 0.25 MILE TO CROSSROADS,
 PW0536'TURN LEFT 1.05 MILES TO CROSSROADS, CONTINUE ON GRADED
 PW0536'ROAD FOR 4.05 MILES TO FORK AT THE TOP OF GRADE, TAKE
 PW0536'RIGHT FORK FOR 1.1 MILES TO FEED BUNK ON THE RIGHT,
 PW0536'CONTINUE ON GRADED ROAD 0.85 MILE TO A FORK, TAKE LEFT
 PW0536'FORK FOR 0.15 MILE TO A FORK, TAKE LEFT FORK 0.1 MILE TO A
 PW0536'CREEK, CROSS CREEK AND CONTINUE 0.1 MILE TO A FORK, TAKE
 PW0536'RIGHT FORK FOR 0.4 MILE TO A FORK, TAKE RIGHT FORK,
 PW0536'FOLLOWING RIDGE, FOR 0.5 MILE TO A FORK, TAKE EITHER
 PW0536'FORK AS THEY BOTH LEAD TO SAME PLACE, FOR 0.05 MILE TO A
 PW0536'DEEP WASH, CROSS WASH AND CONTINUE 0.15 MILE TO A FORK,
 PW0536'TAKE LEFT FORK AND FOLLOW BULLDOZED ROAD UPHILL FOR
 PW0536'0.85 MILE TO A FORK TAKE RIGHT FORK FOR 0.4 MILE TO THE
 PW0536'AZIMUTH MARK ON THE LEFT, CONTINUE ON GRADED ROAD FOR 0.4
 PW0536'MILE TO A POINT WHERE ROAD TURNS DOWN GRADE NEAR THE TOP OF
 PW0536'HILL, LEAVE ROAD AND ANGLE RIGHT 0.05 MILE TO HIGHEST
 PW0536'POINT AND STATION.
 PW0536'
 PW0536'STATION MARKS ARE STANDARD DISKS, STAMPED WONDER 1957.  THE
 PW0536'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 PW0536'POST PROJECTING 4 INCHES.  IT IS 16 FEET SOUTH OF THE NORTH
 PW0536'EDGE OF THE HILL, 14 FEET WEST OF THE EAST EDGE OF THE HILL
 PW0536'AND 10 FEET NORTH OF THE SOUTH EDGE OF THE HILL.  A WHITE
 PW0536'POST WAS SET 4 FEET NORTH OF THE MARK.  THE UNDERGROUND
 PW0536'MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 PW0536'BELOW THE GROUND SURFACE.
 PW0536'
 PW0536'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WONDER NO 1
 PW0536'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 PW0536'PROJECTING 8 INCHES.  IT IS 7 FEET NORTH OF THE SOUTH EDGE
 PW0536'OF THE HILL.
 PW0536'
 PW0536'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WONDER NO 2 1957,
 PW0536'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 PW0536'6 INCHES.  IT IS 8 FEET SOUTH OF THE NORTH EDGE OF THE HILL.
 PW0536'
 PW0536'AZIMUTH MARK IS A STANDARD DISK, STAMPED WONDER 1957, SET IN
 PW0536'A DRILL HOLE IN BEDROCK 3 FEET WIDE, 3 FEET LONG AND PROJECTING
 PW0536'16 INCHES.  IT IS 16 FEET NORTHEAST OF THE CENTER OF A TRACK
 PW0536'ROAD.  A WHITE POST WAS SET 2 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0378 ***********************************************************************
 PX0378  DESIGNATION -  WOOD
 PX0378  PID         -  PX0378
 PX0378  STATE/COUNTY-  WY/PARK
 PX0378  USGS QUAD   -  IRON CREEK (1985)
 PX0378
 PX0378                         *CURRENT SURVEY CONTROL
 PX0378  ___________________________________________________________________
 PX0378* NAD 83(1993)-  44 04 27.77789(N)    108 56 09.90234(W)     ADJUSTED  
 PX0378* NAVD 88     -      2177.6    (meters)    7144.     (feet)  VERTCON   
 PX0378  ___________________________________________________________________
 PX0378  LAPLACE CORR-         -14.72  (seconds)                    DEFLEC99
 PX0378  GEOID HEIGHT-         -10.83  (meters)                     GEOID03
 PX0378
 PX0378  HORZ ORDER  -  THIRD
 PX0378
 PX0378.The horizontal coordinates were established by classical geodetic methods
 PX0378.and adjusted by the National Geodetic Survey in January 1997..
 PX0378
 PX0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0378
 PX0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0378
 PX0378.The geoid height was determined by GEOID03.
 PX0378
 PX0378;                    North         East     Units Scale Factor Converg.
 PX0378;SPC WYWC     -   397,030.528   585,094.502   MT  0.99994023   -0 07 46.0
 PX0378;UTM  12      - 4,882,205.402   665,266.974   MT  0.99993593   +1 26 09.5
 PX0378
 PX0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0378!SPC WYWC     -   0.99966035  x   0.99994023  =   0.99960060
 PX0378!UTM  12      -   0.99966035  x   0.99993593  =   0.99959630
 PX0378
 PX0378:                Primary Azimuth Mark                     Grid Az
 PX0378:SPC WYWC     -  ANTLER                                   201 15 27.5
 PX0378:UTM  12      -  ANTLER                                   199 41 32.0
 PX0378
 PX0378|---------------------------------------------------------------------|
 PX0378| PID    Reference Object                     Distance      Geod. Az  |
 PX0378|                                                           dddmmss.s |
 PX0378| OW0307 ANTLER                              APPROX. 9.8 KM 2010741.5 |
 PX0378|---------------------------------------------------------------------|
 PX0378
 PX0378                          SUPERSEDED SURVEY CONTROL
 PX0378
 PX0378  NAD 83(1986)-  44 04 27.76793(N)    108 56 09.89437(W) AD(       ) 3
 PX0378  NAD 27      -  44 04 27.93759(N)    108 56 07.41209(W) AD(       ) 3
 PX0378  NGVD 29 (07/19/86) 2176.5    (m)         7141.     (f) VERT ANG       
 PX0378
 PX0378.Superseded values are not recommended for survey control.
 PX0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0378.See file dsdata.txt to determine how the superseded data were derived.
 PX0378
 PX0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXP6526782205(NAD 83)
 PX0378_MARKER: DD = SURVEY DISK
 PX0378_SETTING: 66 = SET IN ROCK OUTCROP
 PX0378_SP_SET: SET IN ROCK OUTCROP
 PX0378_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0378+STABILITY: POSITION/ELEVATION WELL
 PX0378
 PX0378  HISTORY     - Date     Condition        Report By
 PX0378  HISTORY     - 1948     MONUMENTED       USGS
 PX0378
 PX0378                          STATION DESCRIPTION
 PX0378
 PX0378'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0378'STATION LOCATED ON N. POINT OF HIGH RIDGE ABOUT 4890 FT. E. OF THE
 PX0378'WEBSTER RANCH ON THE WOOD RIVER IN SEC. 2 T.47 N., R.101 W.
 PX0378'
 PX0378'TO REACH FROM MEETEETSE POST OFFICE, GO SE. ON WYOMING STATE HIGHWAY
 PX0378'120 TO END OF THE BLOCK, AND GO RIGHT, SOUTHWESTERLY, 8.8 MI. TO
 PX0378'HIGHEST POINT OF TREE COVERED RIDGE AND STATION.  STATION ON SOUTHERN
 PX0378'END OF HIGHEST POINT.
 PX0378'
 PX0378'STATION MARK - STANDARD TABLET SET IN ROCK, STAMPED ---WOOD 1948---.
 PX0378'
 PX0378'REFERENCE MARK NO.1 - STANDARD TABLET SET IN ROCK, STAMPED ---WOOD NO.
 PX0378'1 1948---, 18.10 FT., S 03 DEG 55 MIN W.
 PX0378'
 PX0378'REFERENCE MARK NO.2 - STANDARD TABLET SET IN ROCK, STAMPED ---WOOD NO.
 PX0378'2 1948---, 39.65 FT., N 70 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0556 ***********************************************************************
 PV0556  DESIGNATION -  WOOD
 PV0556  PID         -  PV0556
 PV0556  STATE/COUNTY-  WY/CAMPBELL
 PV0556  USGS QUAD   -  GILLETTE EAST (1971)
 PV0556
 PV0556                         *CURRENT SURVEY CONTROL
 PV0556  ___________________________________________________________________
 PV0556* NAD 83(1993)-  44 19 01.74303(N)    105 25 50.31786(W)     ADJUSTED  
 PV0556* NAVD 88     -      1406.7    (meters)    4615.     (feet)  VERTCON   
 PV0556  ___________________________________________________________________
 PV0556  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 PV0556  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PV0556
 PV0556  HORZ ORDER  -  FIRST
 PV0556
 PV0556.The horizontal coordinates were established by classical geodetic methods
 PV0556.and adjusted by the National Geodetic Survey in January 1997..
 PV0556
 PV0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 PV0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PV0556
 PV0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0556
 PV0556.The geoid height was determined by GEOID03.
 PV0556
 PV0556;                    North         East     Units Scale Factor Converg.
 PV0556;SPC WY E     -   424,021.332   178,941.818   MT  0.99994295   -0 11 03.9
 PV0556;UTM  13      - 4,907,189.234   465,657.952   MT  0.99961450   -0 18 03.1
 PV0556
 PV0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0556!SPC WY E     -   0.99978170  x   0.99994295  =   0.99972466
 PV0556!UTM  13      -   0.99978170  x   0.99961450  =   0.99939628
 PV0556
 PV0556:                Primary Azimuth Mark                     Grid Az
 PV0556:SPC WY E     -  GILLETTE WYODAK COAL MINE STK            134 53 40.0
 PV0556:UTM  13      -  GILLETTE WYODAK COAL MINE STK            135 00 39.2
 PV0556
 PV0556|---------------------------------------------------------------------|
 PV0556| PID    Reference Object                     Distance      Geod. Az  |
 PV0556|                                                           dddmmss.s |
 PV0556| PV0557 GILLETTE WYODAK COAL MINE STK       APPROX. 4.8 KM 1344236.1 |
 PV0556| CQ4450 WOOD RM 1                             5.206 METERS 19155     |
 PV0556| CQ4449 WOOD AZ MK                                         2912021.4 |
 PV0556| CQ4451 WOOD RM 2                             5.529 METERS 34916     |
 PV0556|---------------------------------------------------------------------|
 PV0556
 PV0556                          SUPERSEDED SURVEY CONTROL
 PV0556
 PV0556  NAD 83(1986)-  44 19 01.72889(N)    105 25 50.29240(W) AD(       ) 1
 PV0556  NAD 27      -  44 19 01.79600(N)    105 25 48.31100(W) AD(       ) 1
 PV0556  NGVD 29 (07/19/86) 1406.1    (m)         4613.     (f) VERT ANG       
 PV0556
 PV0556.Superseded values are not recommended for survey control.
 PV0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0556.See file dsdata.txt to determine how the superseded data were derived.
 PV0556
 PV0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK6565807189(NAD 83)
 PV0556_MARKER: DS = TRIANGULATION STATION DISK
 PV0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0556+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 PV0556
 PV0556  HISTORY     - Date     Condition        Report By
 PV0556  HISTORY     - 1955     MONUMENTED       CGS
 PV0556  HISTORY     - 1977     GOOD             NGS
 PV0556  HISTORY     - 1989     GOOD             BLM
 PV0556  HISTORY     - 20050609 GOOD             INDIV
 PV0556
 PV0556                          STATION DESCRIPTION
 PV0556
 PV0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 PV0556'STATION IS LOCATED ABOUT 4 MILES EAST NORTHEAST OF GILLETTE,
 PV0556'12 MILES WEST-NORTHWEST OF THE VILLAGE OF ROZET, ON THE SUMMIT
 PV0556'OF A CULTIVATED RIDGE WHICH LIES IN AN APPROXIMATE EAST-WEST
 PV0556'DIRECTION.
 PV0556'
 PV0556'TO REACH FROM THE POST OFFICE IN GILLETTE, DRIVE NORTH FOR 1 BLOCK
 PV0556'TO U.S. HIGHWAY 14 AND 16.  TURN RIGHT AND DRIVE EAST ON U.S.
 PV0556'HIGHWAY 14 AND 16 FOR 2.7 MILES TO A T-ROAD LEFT AND POWERLINE
 PV0556'CROSSING OVER HIGHWAY.  TURN LEFT AND DRIVE NORTH ON BLADED ROAD
 PV0556'FOR 1.9 MILES TO A T-ROAD RIGHT.  TURN RIGHT AND DRIVE EASTERLY
 PV0556'FOR 0.2 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE EAST
 PV0556'FOR 0.2 MILE TO Y-FORK.  KEEP RIGHT FORK FOR 0.1 MILE TO GATE.
 PV0556'PASS THROUGH GATE AND CONTINUE EAST ON RANCH ROAD FOR 0.25
 PV0556'MILE TO SUMMIT OF RISE AND THE AZIMUTH MARK ON THE RIGHT.
 PV0556'CONTINUE EAST ON RANCH ROAD FOR 0.4 MILE TO GATE AND STATION
 PV0556'ON THE RIGHT.
 PV0556'
 PV0556'SURFACE-STATION MARK, STAMPED WOOD 1955, IS A STANDARD STATION
 PV0556'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 10 INCHES
 PV0556'SQUARE AND PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 PV0556'GROUND.  IT IS 32 FEET SOUTH OF THE CENTER OF RANCH ROAD, 5
 PV0556'FEET SOUTH OF A STANDARD WITNESS POST AND 5 FEET EAST OF THE
 PV0556'NORTH-SOUTH FENCE.
 PV0556'
 PV0556'UNDERGROUND-STATION MARK, STAMPED WOOD 1955, IS A STANDARD
 PV0556'STATION MARK DISK SET IN THE CENTER OF A SMALL MASS OF CONCRETE
 PV0556'ABOUT 36 INCHES BELOW THE SURFACE OF THE GROUND, ITS CENTER
 PV0556'BEING PLUMB WITH THE CENTER OF THE SURFACE-STATION MARK.
 PV0556'
 PV0556'REFERENCE MARK 1, STAMPED WOOD NO 1 1955, IS A STANDARD
 PV0556'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 PV0556'IS 10 INCHES SQUARE AND PROJECTS ABOUT 2 INCHES ABOVE THE
 PV0556'SURFACE OF THE GROUND.  IT IS 12 INCHES EAST OF FENCE AND ABOUT
 PV0556'THE SAME ELEVATION AS THE STATION MARK.
 PV0556'
 PV0556'REFERENCE MARK 2, STAMPED WOOD NO 2 1955, IS A STANDARD
 PV0556'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 PV0556'IS 10 INCHES SQUARE AND PROJECTS ABOUT 2 INCHES ABOVE THE
 PV0556'SURFACE OF THE GROUND.  IT IS 14 FEET NORTH OF CENTER OF
 PV0556'RANCH ROAD AND 12 INCHES EAST OF FENCE.
 PV0556'
 PV0556'AZIMUTH MARK, STAMPED WOOD 1955, IS A STANDARD AZIMUTH MARK
 PV0556'DISK CEMENTED IN A DRILL HOLE IN THE TOP CENTER OF AN OUTCROPPING
 PV0556'BEDROCK SLAB WHICH MEASURES 2 FEET EAST AND WEST, BY 4 FEET
 PV0556'NORTH AND SOUTH.  THE BEDROCK SLAB, PROJECTING ABOUT 3 INCHES
 PV0556'ABOVE THE SURFACE OF THE GROUND, IS ABOUT 200 FEET SOUTH OF
 PV0556'THE RANCH ROAD, 58 FEET NORTH OF THE SUMMIT OF LOW KNOLL
 PV0556'AND 9 FEET SOUTH OF A STANDARD WITNESS POST WHICH PROJECTS
 PV0556'12 INCHES ABOVE THE SURFACE OF THE GROUND.
 PV0556'
 PV0556'OBSERVATIONS WERE MADE FROM THE TOP OF A 4 FOOT STAND.
 PV0556
 PV0556                          STATION RECOVERY (1977)
 PV0556
 PV0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 PV0556'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK ONE WERE RECOVERED
 PV0556'AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARK TWO IS BELIEVED
 PV0556'TO HAVE BEEN DESTROYED AS CHUNKS OF CONCRETE WERE FOUND IN THE
 PV0556'AREA.  THE T-ROAD 2.7 MILES ON HIGHWAYS 14 AND 16 IS NOW PAVED AND
 PV0556'IS GARNER LAKE ROAD.  THE NEXT T-ROAD IS WHERE GARNER LAKE ROAD
 PV0556'CHANGES FROM PAVEMENT TO GRAVEL.
 PV0556
 PV0556                          STATION RECOVERY (1989)
 PV0556
 PV0556'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1989 (DP)
 PV0556'RECOVERED IN GOOD CONDITION.
 PV0556
 PV0556                          STATION RECOVERY (2005)
 PV0556
 PV0556'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (AWE)
 PV0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0526 ***********************************************************************
 MP0526  DESIGNATION -  WOOLF
 MP0526  PID         -  MP0526
 MP0526  STATE/COUNTY-  WY/CARBON
 MP0526  USGS QUAD   -  MORGAN (1992)
 MP0526
 MP0526                         *CURRENT SURVEY CONTROL
 MP0526  ___________________________________________________________________
 MP0526* NAD 83(1993)-  41 26 29.56944(N)    106 09 59.54622(W)     ADJUSTED  
 MP0526* NAVD 88     -      3244.5    (meters)   10645.     (feet)  VERTCON   
 MP0526  ___________________________________________________________________
 MP0526  LAPLACE CORR-          -8.70  (seconds)                    DEFLEC99
 MP0526  GEOID HEIGHT-         -10.85  (meters)                     GEOID03
 MP0526
 MP0526  HORZ ORDER  -  SECOND
 MP0526
 MP0526.The horizontal coordinates were established by classical geodetic methods
 MP0526.and adjusted by the National Geodetic Survey in January 1997..
 MP0526
 MP0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0526
 MP0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0526
 MP0526.The geoid height was determined by GEOID03.
 MP0526
 MP0526;                    North         East     Units Scale Factor Converg.
 MP0526;SPC WYEC     -   205,212.566   497,505.027   MT  1.00005446   +0 46 20.3
 MP0526;SPC WY E     -   105,037.984   116,444.018   MT  1.00002339   -0 39 42.5
 MP0526;UTM  13      - 4,588,431.503   402,548.943   MT  0.99971687   -0 46 19.7
 MP0526
 MP0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0526!SPC WYEC     -   0.99949305  x   1.00005446  =   0.99954748
 MP0526!SPC WY E     -   0.99949305  x   1.00002339  =   0.99951643
 MP0526!UTM  13      -   0.99949305  x   0.99971687  =   0.99921007
 MP0526
 MP0526|---------------------------------------------------------------------|
 MP0526| PID    Reference Object                     Distance      Geod. Az  |
 MP0526|                                                           dddmmss.s |
 MP0526| CP6075 WOOLF RM 2                           21.589 METERS 00543     |
 MP0526| CP6074 WOOLF RM 1                           20.072 METERS 10028     |
 MP0526| MP0544 WINDY                               APPROX.12.2 KM 2702825.8 |
 MP0526|---------------------------------------------------------------------|
 MP0526
 MP0526                          SUPERSEDED SURVEY CONTROL
 MP0526
 MP0526  NAD 83(1986)-  41 26 29.55913(N)    106 09 59.54400(W) AD(       ) 2
 MP0526  NAD 27      -  41 26 29.66800(N)    106 09 57.51000(W) AD(       ) 2
 MP0526  NGVD 29 (07/19/86) 3243.1    (m)        10640.     (f) VERT ANG       
 MP0526
 MP0526.Superseded values are not recommended for survey control.
 MP0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0526.See file dsdata.txt to determine how the superseded data were derived.
 MP0526
 MP0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0254988432(NAD 83)
 MP0526_MARKER: DS = TRIANGULATION STATION DISK
 MP0526_SETTING: 66 = SET IN ROCK OUTCROP
 MP0526
 MP0526  HISTORY     - Date     Condition        Report By
 MP0526  HISTORY     - 1949     MONUMENTED       CGS
 MP0526
 MP0526                          STATION DESCRIPTION
 MP0526
 MP0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0526'THE STATION IS LOCATED ON THE HIGHEST POINT OF A VERY PROMINENT
 MP0526'TIMBERED HILL, THE HIGHEST POINT OF A RANGE LOCALLY KNOWN AS
 MP0526'THE SNOWY RANGE.  THE STATION IS LOCATED ABOUT 31.0 MILES AIR
 MP0526'LINE WEST-NORTHWEST OF LARAMIE, ABOUT 10.3 MILES AIR LINE
 MP0526'NORTH OF CENTENNIAL AND ABOUT 3.0 MILES AIR LINE WEST-NORTHWEST
 MP0526'OF WOOLF RANCH.  THE STATION MARK IS SET 2 INCHES BELOW THE
 MP0526'TOP SURFACE OF THE ROCK, 12 FEET SOUTHWEST OF A WHITE WITNESS
 MP0526'POST AND IS STAMPED, WOOLF 1948.
 MP0526'
 MP0526'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 MP0526'THE STATION, PROJECTS 2 INCHES AND IS STAMPED, WOOLF NO 1
 MP0526'1948.
 MP0526'
 MP0526'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 MP0526'STATION, PROJECTS 4 INCHES AND IS STAMPED, WOOLF NO 2 1948.
 MP0526'
 MP0526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 30 AND
 MP0526'STATE ROUTE 130 IN LARAMIE, DRIVE WEST ON STATE ROUTE 130 FOR
 MP0526'2.0 MILES TO JUNCTION WITH ROUTE 230.  TAKE RIGHT FORK, ROUTE
 MP0526'130, FOR 4.7 MILES TO A T-INTERSECTION.  TURN RIGHT CROSSING
 MP0526'CATTLE GUARD AND FOLLOW THE MAIN ROAD NORTH AND WEST FOR 11.1
 MP0526'MILES TO FORKS.  TAKE THE RIGHT FORK UP HILL FOR 11.75 MILES
 MP0526'TO A T-INTERSECTION JUST AFTER CROSSING A CATTLE GUARD.  TURN
 MP0526'LEFT AND FOLLOW MAIN ROAD WEST FOR 2.0 MILES TO FORKS.  TAKE
 MP0526'RIGHT FORK PASSING TO THE NORTH OF 3 SILVER TANKS AND
 MP0526'CONTINUE WEST FOR 1.5 MILES TO FORKS.  TAKE LEFT FORK
 MP0526'CROSSING DRAW TO SOUTH AND CONTINUE ON TRACK ROAD UP HILL
 MP0526'FOR 0.5 MILE TO A REVERSE Y-FORK.  KEEP THE RIGHT FORK UP
 MP0526'HILL FOR 0.3 MILE TO FORK.  TAKE LEFT FORK DIRT ROAD FOR
 MP0526'0.4 MILE TO FORK, TAKE LEFT FORK FOR 0.3 MILE TO FORK.  TAKE
 MP0526'RIGHT FORK FOR 0.45 MILE TO FORK AT OLD CAR BODY AND LOG
 MP0526'CABIN TO LEFT.  TURN SHARP RIGHT AND FOLLOW WOODS ROAD
 MP0526'NORTHWEST CROSSING A LOG CORDUROY BRIDGE FOR 1.4 MILES TO
 MP0526'REVERSE Y-FORK AND FOREST SERVICE SIGN ON RIGHT, ROCK
 MP0526'CREEK 3 MORGAN 4.  TAKE LEFT FORK UP HILL FOR 2.0 MILES
 MP0526'TO A CLEAR AREA TO THE LEFT.  TURN LEFT, SOUTH, AND LEAVE
 MP0526'THE ROAD AND WORK WAY ACROSS FALLEN TIMBER AND ROCKY AREA
 MP0526'FOR 0.5 MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED
 MP0526'ABOVE.  THE USE OF A FOUR WHEEL DRIVE VEHICLE IS RECOMMENDED
 MP0526'FOR THIS STATION AS THE ROAD IS VERY ROCKY AND FULL OF STUMPS.
 MP0526'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0543 ***********************************************************************
 PW0543  DESIGNATION -  WORLAND
 PW0543  PID         -  PW0543
 PW0543  STATE/COUNTY-  WY/WASHAKIE
 PW0543  USGS QUAD   -  WORLAND SE (1978)
 PW0543
 PW0543                         *CURRENT SURVEY CONTROL
 PW0543  ___________________________________________________________________
 PW0543* NAD 83(1993)-  44 03 09.89942(N)    107 50 57.30530(W)     ADJUSTED  
 PW0543* NAVD 88     -      1449.0    (meters)    4754.     (feet)  GPS OBS   
 PW0543  ___________________________________________________________________
 PW0543  X           -  -1,407,644.016 (meters)                     COMP
 PW0543  Y           -  -4,371,384.062 (meters)                     COMP
 PW0543  Z           -   4,413,304.558 (meters)                     COMP
 PW0543  LAPLACE CORR-           8.95  (seconds)                    DEFLEC99
 PW0543  ELLIP HEIGHT-        1436.23  (meters)          (02/28/01) GPS OBS
 PW0543  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 PW0543
 PW0543  HORZ ORDER  -  A
 PW0543  ELLP ORDER  -  SECOND    CLASS I
 PW0543
 PW0543.The horizontal coordinates were established by GPS observations
 PW0543.and adjusted by the National Geodetic Survey in February 2001..
 PW0543
 PW0543.The orthometric height was determined by GPS observations and a
 PW0543.high-resolution geoid model.
 PW0543
 PW0543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PW0543
 PW0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0543
 PW0543.The ellipsoidal height was determined by GPS observations
 PW0543.and is referenced to NAD 83.
 PW0543
 PW0543.The geoid height was determined by GEOID03.
 PW0543
 PW0543;                    North         East     Units Scale Factor Converg.
 PW0543;SPC WYEC     -   494,739.552   358,659.414   MT  0.99995851   -0 21 31.4
 PW0543;UTM  13      - 4,881,679.268   271,763.040   MT  1.00024073   -1 58 55.2
 PW0543
 PW0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0543!SPC WYEC     -   0.99977484  x   0.99995851  =   0.99973336
 PW0543!UTM  13      -   0.99977484  x   1.00024073  =   1.00001552
 PW0543
 PW0543|---------------------------------------------------------------------|
 PW0543| PID    Reference Object                     Distance      Geod. Az  |
 PW0543|                                                           dddmmss.s |
 PW0543| CQ6899 WORLAND RM 1                          9.526 METERS 02940     |
 PW0543| CQ6898 WORLAND AZ MK                                      1482818.2 |
 PW0543| OV0424 WRL MUN AIRPORT BEACON              APPROX.12.3 KM 2245809.8 |
 PW0543| PW0544 WORLAND HOLLY SUGAR CO STACK        APPROX.10.7 KM 2435336.5 |
 PW0543| CQ6900 WORLAND RM 2                          9.821 METERS 29548     |
 PW0543|---------------------------------------------------------------------|
 PW0543
 PW0543                          SUPERSEDED SURVEY CONTROL
 PW0543
 PW0543  NAD 83(1993)-  44 03 09.89833(N)    107 50 57.30585(W) AD(       ) 1
 PW0543  NAD 83(1986)-  44 03 09.88349(N)    107 50 57.30161(W) AD(       ) 1
 PW0543  NAD 27      -  44 03 10.03100(N)    107 50 54.97200(W) AD(       ) 1
 PW0543  NGVD 29 (11/06/89) 1448.1    (m)         4751.     (f) VERT ANG       
 PW0543
 PW0543.Superseded values are not recommended for survey control.
 PW0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0543.See file dsdata.txt to determine how the superseded data were derived.
 PW0543
 PW0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ7176381679(NAD 83)
 PW0543_MARKER: DS = TRIANGULATION STATION DISK
 PW0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0543_STAMPING: WORLAND 1931
 PW0543_MARK LOGO: CGS   
 PW0543_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0543+STABILITY: SURFACE MOTION
 PW0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0543+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 PW0543
 PW0543  HISTORY     - Date     Condition        Report By
 PW0543  HISTORY     - 1931     MONUMENTED       CGS
 PW0543  HISTORY     - 1938     GOOD             CGS
 PW0543  HISTORY     - 1943     GOOD             LOCENG
 PW0543  HISTORY     - 1944     GOOD             LOCENG
 PW0543  HISTORY     - 1957     GOOD             CGS
 PW0543  HISTORY     - 1966     GOOD             USGS
 PW0543  HISTORY     - 1967     GOOD             CGS
 PW0543  HISTORY     - 19990701 GOOD             GROSCH
 PW0543  HISTORY     - 20040706 POOR             INDIV
 PW0543
 PW0543                          STATION DESCRIPTION
 PW0543
 PW0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 PW0543'ABOUT 7 MILES AIRLINE, NE OF WORLAND, 5 MILES AIRLINE, E OF
 PW0543'BIG HORN RIVER, ABOUT 1 MILE SE OF SOME WHITE BUTTES ON
 PW0543'WESTERN RIM OF BADLANDS, IN EASTERN PART OF T 47 N, R 92 W.
 PW0543'TO REACH FROM WORLAND POST OFFICE, GO E, 7.4 MILES ON U.S.
 PW0543'HIGHWAY 16 TO TOP OF LONG GRADE WHERE DIM ROAD GOES TO RIGHT
 PW0543'AND ANOTHER TO LEFT AROUND A WINDING ROAD SIGN AND UP STEEP
 PW0543'PITCH, TURN LEFT, FOLLOW ROAD (WHICH CURVES BACK TO NE AND
 PW0543'LEADS UP ALONG RIDGE) 1.6 MILES TO FORK, TAKE LEFT FORK, GO
 PW0543'0.3 MILE TO ANOTHER FORK, TAKE LEFT FORK, GO 0.7 MILE, TAKE
 PW0543'LEFT TURN AND PULL ABOUT 75 YARDS UP PITCH TO STATION ON
 PW0543'HIGHEST POINT.  MARKED BY STANDARD STATION DISK IN
 PW0543'CONCRETE.  REFERENCE MARKS ARE STANDARD REFERENCE
 PW0543'DISKS IN BEDROCK.  NO. 1 IS 9.53 METERS (31.3
 PW0543'FEET) FROM STATION.  NO. 2 IS
 PW0543'9.90 METERS (32.5 FEET) FROM STATION.
 PW0543'BEARING FROM STATION TO WORLAND, HOLLY SUGAR CO.
 PW0543'STACK, S 63 DEG 54 MIN W.
 PW0543
 PW0543                          STATION RECOVERY (1938)
 PW0543
 PW0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 PW0543'STATION RECOVERED AND ALL MARKS IN GOOD CONDITION.  STATION
 PW0543'MARK IS ABOUT 3 INCHES BELOW SURFACE OF GROUND.  A NEW
 PW0543'AZIMUTH MARK WAS ESTABLISHED AND MARKED WORLAND 1931, 1938.
 PW0543'
 PW0543'STATION WORLAND 1931, IS IN THE N CENTRAL PART OF WYOMING
 PW0543'AND THE N CENTRAL PART OF WASHAKIE COUNTY, ON A HIGH BARE
 PW0543'ROUND TOP BUTTE ON ABOUT THE WESTERN PART OF THE BADLANDS.
 PW0543'
 PW0543'IT IS ABOUT 7 MILES AIRLINE, ENE OF WORLAND, ABOUT 21 MILES
 PW0543'W OF TEN SLEEP, ABOUT 5 MILES E OF THE BIG HORN RIVER, AND ABOUT
 PW0543'2 MILES N OF THE U.S. HIGHWAY 16.
 PW0543'
 PW0543'REACHED FROM THE POST OFFICE IN WORLAND, BY GOING E ON U.S.
 PW0543'HIGHWAY 16, PAVED, FOR 7.2 MILES TO THE TOP OF A LONG GRADE
 PW0543'AND A TRACK ROAD TO LEFT, N.  THENCE LEAVE U.S. HIGHWAY 16
 PW0543'AND TURN LEFT, N, ON A TRACK ROAD AND FOLLOW IT ALONG TOP
 PW0543'OF RIDGE FOR 1.6 MILES TO A FORK.  THENCE LEFT FORK, FOLLOWING
 PW0543'ABOUT THE WESTERN RIM OF THE BADLANDS, FOR 1.0 MILE.  THENCE
 PW0543'SHARP LEFT, W, UP STEEP PITCH ABOUT 100 YARDS TO TOP AND
 PW0543'STATION.
 PW0543'
 PW0543'THE AZIMUTH IS ABOUT 2 MILES SE OF STATION AND ABOUT 500 FEET
 PW0543'LOWER.  IT IS 12 FEET E OF THE CENTER LINE OF TRACK ROAD, AND
 PW0543'0.1 MILE N OF U.S. HIGHWAY 16.
 PW0543'
 PW0543'NOTE--DISTANCE TO REFERENCE MARKS ARE SLIGHTLY SHORTER THAN
 PW0543'THOSE GIVEN ON ORIGINAL DESCRIPTION.  THIS POSSIBLY DUE TO
 PW0543'OLD DISTANCES BEING MEASURED ALONG SLOPE OF HILL.
 PW0543
 PW0543                          STATION RECOVERY (1943)
 PW0543
 PW0543'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943 (COS)
 PW0543'STATION RECOVERED BY CARTER OIL CO.
 PW0543'
 PW0543'DESCRIPTION AND ROUTE TO STATION EXCELLENT.  STATION AND
 PW0543'AZIMUTH MARK, 2 MILES SE OF STATION IN GOOD CONDITION.
 PW0543
 PW0543                          STATION RECOVERY (1944)
 PW0543
 PW0543'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (COS)
 PW0543'STATION RECOVERED BY CARTER OIL CO.
 PW0543'
 PW0543'THE MARK IN GOOD CONDITION.  WOOD TRIPOD INTACT.  REFERENCE
 PW0543'MARKS IN GOOD CONDITION.  AZIMUTH MARK, 2.0 MILES SE OF STATION
 PW0543'IN GOOD CONDITION.  DIRECTION AND DESCRIPTION ADEQUATE.
 PW0543
 PW0543                          STATION RECOVERY (1957)
 PW0543
 PW0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0543'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 PW0543'RECOVERED AS DESCRIBED IN 1938 AND WERE FOUND TO BE IN GOOD
 PW0543'CONDITION.
 PW0543
 PW0543                          STATION RECOVERY (1966)
 PW0543
 PW0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0543'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE POST,
 PW0543'STAMPED ---WORLAND 1931---.
 PW0543
 PW0543                          STATION RECOVERY (1967)
 PW0543
 PW0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHR)
 PW0543'THE TRIANGULATION STATION WAS RECOVERED AS DESCRIBED AND
 PW0543'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 PW0543'FOR BUT NOT FOUND.
 PW0543'
 PW0543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.0 MI.
 PW0543'ENE FROM WORLAND
 PW0543
 PW0543                          STATION RECOVERY (1999)
 PW0543
 PW0543'RECOVERY NOTE BY P E GROSCH CONSTRUCTION INCORPORATED 1999 (BWF)
 PW0543'THE STATION IS LOCATED IN NORTH CENTRAL WASHAKIE COUNTY, WYOMING IN
 PW0543'THE SE1/4SE1/4 SECTION 11, T.  47 N., R.  92 W., 6TH P.M., ON A HIGH
 PW0543'ROUND TOP BUTTE OVER LOOKING THE BIG HORN RIVER VALLEY TO THE WEST AND
 PW0543'BADLANDS TO THE EAST, 1.75 MILES (2.82 KM) NORTH OF US HIGHWAY 16, 7
 PW0543'AIRLINE MILES ENE OF WORLAND, WYOMING AND 5 MILES (8.0 KM) EAST OF THE
 PW0543'BIG HORN RIVER.  OWNERSHIP--U.S.  PUBLIC LANDS, BUREAU OF LAND
 PW0543'MANAGEMENT.  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS
 PW0543'16 AND 20 AND STATE HIGHWAY 189 IN WORLAND, WYOMING, GO EAST ON US
 PW0543'HIGHWAY 16 FOR 6.65 MILES (10.70 KM) TO THE TOP OF A LOG GRADE AND OIL
 PW0543'FIELD ROADS LEFT AND RIGHT, GO LEFT (NORTH) ON GRAVEL OIL FIELD ROAD
 PW0543'1.65 MILES (2.66 KM) TO A FORK, THENCE ON THE RIGHT FORK FOR 0.45
 PW0543'MILES (0.72 KM) TO A TWO TRACK ROAD ON THE LEFT, THENCE 0.15 MILES
 PW0543'(0.24 KM) ALONG THE TWO TRACK ROAD UP A STEEP GRADE AND ALONG THE TOP
 PW0543'OF THE RIDGE TO THE STATION ON TOP OF THE BUTTE.  THE STATION IS A
 PW0543'STANDARD USCGS DISK SET IN BEDROCK WITH CONCRETE TO 4 INCHES BELOW THE
 PW0543'SURFACE.  THE CAP IS STAMPED WORLAND 1931.  THE REFERENCE MARKS ARE IN
 PW0543'PLACE AND RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS A STANDARD
 PW0543'USCGS STATION DISK SET IN A 12 INCH SQUARE CONCRETE POST PROTRUDING 12
 PW0543'INCHES ABOVE GROUND.  IT IS LOCATED IN THE SW1/4SW1/4 SECTION 19,
 PW0543'T47N, R91W, 6TH P.M., AT THE DESCRIBED AZIMUTH AND AT APPROXIMATELY
 PW0543'3716.16 METERS (12192.10 FT) FROM AND 55.99 METERS (183.69 FT) BELOW
 PW0543'THE STATION MARK.  THE AZIMUTH STATION DISK IS STAMPED WORLAND 1931
 PW0543'1938.  DESCRIBED BY STANTON J.  ABELL OF P.E.  GROSCH CONSTRUCTION,
 PW0543'INC.
 PW0543
 PW0543                          STATION RECOVERY (2004)
 PW0543
 PW0543'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RED)
 PW0543'ORIGINAL MARK DESTROYED, REFERENCE MARKS WERE FOUND, DID NOT EXCAVATE
 PW0543'TO USE THE SUBSURFACE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0544 ***********************************************************************
 PW0544  DESIGNATION -  WORLAND HOLLY SUGAR CO STACK
 PW0544  PID         -  PW0544
 PW0544  STATE/COUNTY-  WY/WASHAKIE
 PW0544  USGS QUAD   -  WORLAND (1978)
 PW0544
 PW0544                         *CURRENT SURVEY CONTROL
 PW0544  ___________________________________________________________________
 PW0544* NAD 83(1993)-  44 00 36.72716(N)    107 58 09.75696(W)     ADJUSTED  
 PW0544* NAVD 88     -                                                        
 PW0544  ___________________________________________________________________
 PW0544  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 PW0544  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 PW0544
 PW0544  HORZ ORDER  -  THIRD
 PW0544
 PW0544.The horizontal coordinates were established by classical geodetic methods
 PW0544.and adjusted by the National Geodetic Survey in January 1997..
 PW0544
 PW0544
 PW0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0544
 PW0544.The geoid height was determined by GEOID03.
 PW0544
 PW0544;                    North         East     Units Scale Factor Converg.
 PW0544;SPC WYEC     -   490,079.509   348,997.256   MT  0.99996948   -0 26 30.9
 PW0544;UTM  13      - 4,877,293.365   261,969.812   MT  1.00029690   -2 03 50.6
 PW0544;UTM  12      - 4,877,472.141   742,939.941   MT  1.00032595   +2 06 24.0
 PW0544
 PW0544                          SUPERSEDED SURVEY CONTROL
 PW0544
 PW0544  NAD 83(1986)-  44 00 36.71110(N)    107 58 09.75921(W) AD(       ) 4
 PW0544  NAD 27      -  44 00 36.87000(N)    107 58 07.41000(W) AD(       ) 3
 PW0544
 PW0544.Superseded values are not recommended for survey control.
 PW0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0544.See file dsdata.txt to determine how the superseded data were derived.
 PW0544
 PW0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ6197077293(NAD 83)
 PW0544_MARKER: 63 = STACK
 PW0544
 PW0544  HISTORY     - Date     Condition        Report By
 PW0544  HISTORY     - 1931     FIRST OBSERVED   CGS
 PW0544  HISTORY     - 1967     GOOD             CGS
 PW0544
 PW0544                          STATION DESCRIPTION
 PW0544
 PW0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (RHR)
 PW0544'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 PW0544'THE STATION IS LOCATED IN THE CITY OF WORLAND ON THE WEST SIDE
 PW0544'OF THE RAILROAD TRACKS, APPROXIMATELY 0.5 MI. SOUTH OF THE
 PW0544'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION.
 PW0544'
 PW0544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WORLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0142 ***********************************************************************
 MO0142  DESIGNATION -  WPCT 1
 MO0142  PID         -  MO0142
 MO0142  STATE/COUNTY-  WY/LARAMIE
 MO0142  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO0142
 MO0142                         *CURRENT SURVEY CONTROL
 MO0142  ___________________________________________________________________
 MO0142* NAD 83(1986)-  41 07 34.     (N)    104 52 35.     (W)     SCALED    
 MO0142* NAVD 88     -      1905.540  (meters)    6251.76   (feet)  ADJUSTED  
 MO0142  ___________________________________________________________________
 MO0142  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 MO0142  DYNAMIC HT  -        1903.873 (meters)    6246.29  (feet)  COMP
 MO0142  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 MO0142
 MO0142  VERT ORDER  -  FIRST     CLASS II
 MO0142
 MO0142.The horizontal coordinates were scaled from a topographic map and have
 MO0142.an estimated accuracy of +/- 6 seconds.
 MO0142
 MO0142.The orthometric height was determined by differential leveling
 MO0142.and adjusted by the National Geodetic Survey in June 1991..
 MO0142
 MO0142.The geoid height was determined by GEOID03.
 MO0142
 MO0142.The dynamic height is computed by dividing the NAVD 88
 MO0142.geopotential number by the normal gravity value computed on the
 MO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0142.degrees latitude (g = 980.6199 gals.).
 MO0142
 MO0142.The modeled gravity was interpolated from observed gravity values.
 MO0142
 MO0142;                    North         East    Units  Estimated Accuracy
 MO0142;SPC WY E     -    69,570.      224,370.      MT  (+/- 180 meters Scaled)
 MO0142
 MO0142                          SUPERSEDED SURVEY CONTROL
 MO0142
 MO0142  NGVD 29 (??/??/92) 1904.51   (m)         6248.4    (f) COMPUTED    1 2
 MO0142
 MO0142.Superseded values are not recommended for survey control.
 MO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0142.See file dsdata.txt to determine how the superseded data were derived.
 MO0142
 MO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF103527(NAD 83)
 MO0142_MARKER: DD = SURVEY DISK
 MO0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0142_STAMPING: W P C T 1 1947
 MO0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0142+STABILITY: SURFACE MOTION
 MO0142
 MO0142  HISTORY     - Date     Condition        Report By
 MO0142  HISTORY     - 1947     MONUMENTED       USGS
 MO0142  HISTORY     - 1956     GOOD             NGS
 MO0142  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0142
 MO0142                          STATION DESCRIPTION
 MO0142
 MO0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0142'5.9 MI W FROM CHEYENNE.
 MO0142'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0142'AT CHEYENNE, THENCE 1.2 MILES NORTH ALONG AN OILED ROAD, THENCE
 MO0142'0.5 MILE NORTHEAST ACROSS A PASTURE, 0.4 MILE NORTH OF A POWER
 MO0142'LINE, 203 FEET NORTH OF AN OIL PIPE LINE, 1.6 FEET SOUTHEAST OF
 MO0142'A WITNESS POST, 0.5 MILE SOUTH OF THE MOTOR POOL AT WARREN
 MO0142'AIR FORCE BASE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0142'0.3 FOOT ABOVE THE GROUND, IN SECTION 3, TOWNSHIP 13 NORTH,
 MO0142'RANGE 67 WEST.
 MO0142
 MO0142                          STATION RECOVERY (1983)
 MO0142
 MO0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO1111 ***********************************************************************
 MO1111  DESIGNATION -  WPCT 1
 MO1111  PID         -  MO1111
 MO1111  STATE/COUNTY-  WY/LARAMIE
 MO1111  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO1111
 MO1111                         *CURRENT SURVEY CONTROL
 MO1111  ___________________________________________________________________
 MO1111* NAD 83(1993)-  41 07 34.29495(N)    104 52 35.94461(W)     ADJUSTED  
 MO1111* NAVD 88     -      1905.54   (+/-2cm)    6251.8    (feet)  VERTCON   
 MO1111  ___________________________________________________________________
 MO1111  LAPLACE CORR-         -11.75  (seconds)                    DEFLEC99
 MO1111  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 MO1111
 MO1111  HORZ ORDER  -  THIRD
 MO1111  VERT ORDER  -  THIRD ? (See Below)
 MO1111
 MO1111.The horizontal coordinates were established by classical geodetic methods
 MO1111.and adjusted by the National Geodetic Survey in January 1997..
 MO1111
 MO1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO1111.The vertical order pertains to the NGVD 29 superseded value.
 MO1111
 MO1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1111
 MO1111.The geoid height was determined by GEOID03.
 MO1111
 MO1111;                    North         East     Units Scale Factor Converg.
 MO1111;SPC WY E     -    69,575.115   224,352.393   MT  0.99994480   +0 11 26.7
 MO1111;UTM  13      - 4,552,773.171   510,354.006   MT  0.99960132   +0 04 52.1
 MO1111
 MO1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1111!SPC WY E     -   0.99970368  x   0.99994480  =   0.99964850
 MO1111!UTM  13      -   0.99970368  x   0.99960132  =   0.99930512
 MO1111
 MO1111:                Primary Azimuth Mark                     Grid Az
 MO1111:SPC WY E     -  CHEYENNE STATE CAPITOL DOME              071 32 17.8
 MO1111:UTM  13      -  CHEYENNE STATE CAPITOL DOME              071 38 52.4
 MO1111
 MO1111|---------------------------------------------------------------------|
 MO1111| PID    Reference Object                     Distance      Geod. Az  |
 MO1111|                                                           dddmmss.s |
 MO1111| MO1082 CHEYENNE STATE CAPITOL DOME         APPROX. 5.0 KM 0714344.5 |
 MO1111|---------------------------------------------------------------------|
 MO1111
 MO1111                          SUPERSEDED SURVEY CONTROL
 MO1111
 MO1111  NAD 83(1993)-  41 07 34.27946(N)    104 52 35.94259(W) AD(       ) 3
 MO1111  NAD 83(1986)-  41 07 34.27951(N)    104 52 35.94243(W) AD(       ) 3
 MO1111  NAD 27      -  41 07 34.34685(N)    104 52 34.05362(W) AD(       ) 3
 MO1111  NGVD 29 (07/19/86) 1904.51   (m)         6248.4    (f) LEVELING    3  
 MO1111
 MO1111.Superseded values are not recommended for survey control.
 MO1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1111.See file dsdata.txt to determine how the superseded data were derived.
 MO1111
 MO1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1035452773(NAD 83)
 MO1111_MARKER: DD = SURVEY DISK
 MO1111_SETTING: 0 = UNSPECIFIED SETTING
 MO1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1111
 MO1111  HISTORY     - Date     Condition        Report By
 MO1111  HISTORY     - 1947     MONUMENTED       USGS
 MO1111  HISTORY     - 1960     GOOD             USGS
 MO1111
 MO1111                          STATION DESCRIPTION
 MO1111
 MO1111'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 MO1111'STATION IS LOCATED IN ABOUT THE CENTER OF SEC. 3, T 13 N, R 67 W.
 MO1111'
 MO1111'TO REACH FROM CHEYENNE POST OFFICE, GO W. ON 19TH ST. 2.9 MI., TURN
 MO1111'LEFT THRU A WIRE GATE INTO A PASTURE AND GO 0.5 MI. SW. TO TOP OF
 MO1111'RIDGE AND STATION.  STATION IS ABOUT 300 FT. N. OF A PIPE LINE.
 MO1111
 MO1111                          STATION RECOVERY (1960)
 MO1111
 MO1111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 MO1111'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED
 MO1111'---WPCT-1 1947---.
 MO1111'
 MO1111'REFERENCE MARK NO. 1--3/4-IN. IRON ROD, 48.44 FT. N. OF STATION.
 MO1111'
 MO1111'REFERENCE MARK NO. 2--3/4-IN. IRON ROD, 45. 13 FT. E. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0143 ***********************************************************************
 MO0143  DESIGNATION -  WPCT 1 RM 1
 MO0143  PID         -  MO0143
 MO0143  STATE/COUNTY-  WY/LARAMIE
 MO0143  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO0143
 MO0143                         *CURRENT SURVEY CONTROL
 MO0143  ___________________________________________________________________
 MO0143* NAD 83(1986)-  41 07 34.     (N)    104 52 36.     (W)     SCALED    
 MO0143* NAVD 88     -      1905.207  (meters)    6250.67   (feet)  ADJUSTED  
 MO0143  ___________________________________________________________________
 MO0143  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 MO0143  DYNAMIC HT  -        1903.540 (meters)    6245.20  (feet)  COMP
 MO0143  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 MO0143
 MO0143  VERT ORDER  -  FIRST     CLASS II
 MO0143
 MO0143.The horizontal coordinates were scaled from a topographic map and have
 MO0143.an estimated accuracy of +/- 6 seconds.
 MO0143
 MO0143.The orthometric height was determined by differential leveling
 MO0143.and adjusted by the National Geodetic Survey in June 1991..
 MO0143
 MO0143.The geoid height was determined by GEOID03.
 MO0143
 MO0143.The dynamic height is computed by dividing the NAVD 88
 MO0143.geopotential number by the normal gravity value computed on the
 MO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0143.degrees latitude (g = 980.6199 gals.).
 MO0143
 MO0143.The modeled gravity was interpolated from observed gravity values.
 MO0143
 MO0143;                    North         East    Units  Estimated Accuracy
 MO0143;SPC WY E     -    69,570.      224,350.      MT  (+/- 180 meters Scaled)
 MO0143
 MO0143                          SUPERSEDED SURVEY CONTROL
 MO0143
 MO0143  NGVD 29 (??/??/92) 1904.18   (m)         6247.3    (f) COMPUTED    1 2
 MO0143
 MO0143.Superseded values are not recommended for survey control.
 MO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0143.See file dsdata.txt to determine how the superseded data were derived.
 MO0143
 MO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF103527(NAD 83)
 MO0143_MARKER: Z = SEE DESCRIPTION
 MO0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0143_SP_SET: IRON ROD
 MO0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0143
 MO0143  HISTORY     - Date     Condition        Report By
 MO0143  HISTORY     - UNK      MONUMENTED       USGS
 MO0143  HISTORY     - 1956     GOOD             NGS
 MO0143  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0143
 MO0143                          STATION DESCRIPTION
 MO0143
 MO0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0143'5.9 MI W FROM CHEYENNE.
 MO0143'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0143'AT CHEYENNE, THENCE 1.2 MILES NORTH ALONG AN OILED ROAD, THENCE
 MO0143'0.5 MILE NORTHEAST ACROSS A PASTURE, 48.4 FEET NORTHWEST OF
 MO0143'BENCH MARK WPCT-1 1947 (U.S.G.S.), THE TOP OF A 3/4 INCH IRON
 MO0143'ROD WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION 3,
 MO0143'TOWNSHIP 13 NORTH, RANGE 67 WEST.
 MO0143
 MO0143                          STATION RECOVERY (1983)
 MO0143
 MO0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0144 ***********************************************************************
 MO0144  DESIGNATION -  WPCT 1 RM 2
 MO0144  PID         -  MO0144
 MO0144  STATE/COUNTY-  WY/LARAMIE
 MO0144  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO0144
 MO0144                         *CURRENT SURVEY CONTROL
 MO0144  ___________________________________________________________________
 MO0144* NAD 83(1986)-  41 07 34.     (N)    104 52 35.     (W)     SCALED    
 MO0144* NAVD 88     -      1905.311  (meters)    6251.01   (feet)  ADJUSTED  
 MO0144  ___________________________________________________________________
 MO0144  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 MO0144  DYNAMIC HT  -        1903.644 (meters)    6245.54  (feet)  COMP
 MO0144  MODELED GRAV-     979,681.5   (mgal)                       NAVD 88
 MO0144
 MO0144  VERT ORDER  -  FIRST     CLASS II
 MO0144
 MO0144.The horizontal coordinates were scaled from a topographic map and have
 MO0144.an estimated accuracy of +/- 6 seconds.
 MO0144
 MO0144.The orthometric height was determined by differential leveling
 MO0144.and adjusted by the National Geodetic Survey in June 1991..
 MO0144
 MO0144.The geoid height was determined by GEOID03.
 MO0144
 MO0144.The dynamic height is computed by dividing the NAVD 88
 MO0144.geopotential number by the normal gravity value computed on the
 MO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0144.degrees latitude (g = 980.6199 gals.).
 MO0144
 MO0144.The modeled gravity was interpolated from observed gravity values.
 MO0144
 MO0144;                    North         East    Units  Estimated Accuracy
 MO0144;SPC WY E     -    69,570.      224,370.      MT  (+/- 180 meters Scaled)
 MO0144
 MO0144                          SUPERSEDED SURVEY CONTROL
 MO0144
 MO0144  NGVD 29 (??/??/92) 1904.28   (m)         6247.6    (f) COMPUTED    1 2
 MO0144
 MO0144.Superseded values are not recommended for survey control.
 MO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0144.See file dsdata.txt to determine how the superseded data were derived.
 MO0144
 MO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF103527(NAD 83)
 MO0144_MARKER: Z = SEE DESCRIPTION
 MO0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0144_SP_SET: IRON ROD
 MO0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0144
 MO0144  HISTORY     - Date     Condition        Report By
 MO0144  HISTORY     - UNK      MONUMENTED       USGS
 MO0144  HISTORY     - 1956     GOOD             NGS
 MO0144  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0144
 MO0144                          STATION DESCRIPTION
 MO0144
 MO0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0144'5.9 MI W FROM CHEYENNE.
 MO0144'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0144'AT CHEYENNE, THENCE 1.2 MILES NORTH ALONG AN OILED ROAD, THENCE
 MO0144'0.5 MILE NORTHEAST ACROSS A PASTURE, 45.1 FEET EAST OF BENCH
 MO0144'MARK WPCT-1 1947 (U.S.G.S.), THE TOP OF A 3/4 INCH IRON ROD WHICH
 MO0144'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 3, TOWNSHIP 13
 MO0144'NORTH, RANGE 67 WEST.
 MO0144
 MO0144                          STATION RECOVERY (1983)
 MO0144
 MO0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0395 ***********************************************************************
 OU0395  DESIGNATION -  WRIGHT
 OU0395  PID         -  OU0395
 OU0395  STATE/COUNTY-  WY/CAMPBELL
 OU0395  USGS QUAD   -  LITTLE THUNDER RESERVOIR (1971)
 OU0395
 OU0395                         *CURRENT SURVEY CONTROL
 OU0395  ___________________________________________________________________
 OU0395* NAD 83(1993)-  43 44 38.47453(N)    105 27 46.60789(W)     ADJUSTED  
 OU0395* NAVD 88     -      1572.9    (meters)    5160.     (feet)  VERTCON   
 OU0395  ___________________________________________________________________
 OU0395  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 OU0395  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 OU0395
 OU0395  HORZ ORDER  -  FIRST
 OU0395
 OU0395.The horizontal coordinates were established by classical geodetic methods
 OU0395.and adjusted by the National Geodetic Survey in January 1997..
 OU0395
 OU0395.The NAVD 88 height was computed by applying the VERTCON shift value to
 OU0395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OU0395
 OU0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0395
 OU0395.The geoid height was determined by GEOID03.
 OU0395
 OU0395;                    North         East     Units Scale Factor Converg.
 OU0395;SPC WY E     -   360,351.966   176,136.069   MT  0.99994450   -0 12 17.5
 OU0395;UTM  13      - 4,843,546.550   462,724.442   MT  0.99961709   -0 19 12.4
 OU0395
 OU0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0395!SPC WY E     -   0.99975575  x   0.99994450  =   0.99970026
 OU0395!UTM  13      -   0.99975575  x   0.99961709  =   0.99937293
 OU0395
 OU0395|---------------------------------------------------------------------|
 OU0395| PID    Reference Object                     Distance      Geod. Az  |
 OU0395|                                                           dddmmss.s |
 OU0395| CQ4458 WRIGHT RM 1                          13.763 METERS 04311     |
 OU0395| CQ4459 WRIGHT RM 2                          14.820 METERS 14407     |
 OU0395| AA1861 WRIGHT AZ MK                        APPROX. 1.3 KM 2232836.6 |
 OU0395|---------------------------------------------------------------------|
 OU0395
 OU0395                          SUPERSEDED SURVEY CONTROL
 OU0395
 OU0395  NAD 83(1986)-  43 44 38.45586(N)    105 27 46.58295(W) AD(       ) 1
 OU0395  NAD 27      -  43 44 38.56400(N)    105 27 44.61100(W) AD(       ) 1
 OU0395  NGVD 29 (07/19/86) 1572.1    (m)         5158.     (f) VERT ANG       
 OU0395
 OU0395.Superseded values are not recommended for survey control.
 OU0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0395.See file dsdata.txt to determine how the superseded data were derived.
 OU0395
 OU0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ6272443547(NAD 83)
 OU0395_MARKER: DS = TRIANGULATION STATION DISK
 OU0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0395
 OU0395  HISTORY     - Date     Condition        Report By
 OU0395  HISTORY     - 1955     MONUMENTED       CGS
 OU0395  HISTORY     - 1955     GOOD             USGS
 OU0395  HISTORY     - 1962     GOOD             USFS
 OU0395  HISTORY     - 1988     GOOD             BLM
 OU0395
 OU0395                          STATION DESCRIPTION
 OU0395
 OU0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (RAG)
 OU0395'THE STATION IS ABOUT 35 MILES (AIRLINE) SOUTH OF GILLETTE,
 OU0395'AND ABOUT 3/4 MILE EAST OF STATE HIGHWAY 59.  ON A PROMINENT
 OU0395'GRASSY RIDGE, IN SECTION 35.  T. 44 N., R. 72 W.  THE STATION IS
 OU0395'ABOUT 0.1 MILE SOUTH OF WHERE AN EAST-WEST FENCE LINE PASSES
 OU0395'OVER RIDGE.  ON PROPERTY OF MR. E.E. STUART.
 OU0395'
 OU0395'TO REACH THE STATION FROM THE POST OFFICE IN GILLETTE, GO
 OU0395'EAST ON EAST THIRD STREET 0.45 MILE TO STATE HIGHWAY 59.  TURN
 OU0395'RIGHT, SOUTH, AND FOLLOW HIGHWAY 35.4 MILES TO THE JUNCTION
 OU0395'OF STATE HIGHWAY 387.  CONTINUE SOUTH, ON STATE HIGHWAY 59,
 OU0395'2.0 MILES TO A GATE ON LEFT.* PASS THROUGH GATE, GO NORTHEAST,
 OU0395'ALONG RIDGE, 0.8 MILE TO A NORTH-SOUTH FENCE LINE AND THE
 OU0395'STATION.  *TO REACH THE AZIMUTH MARK FROM GATE, CONTINUE SOUTH
 OU0395'ON HIGHWAY 0.2 MILE TO THE AZIMUTH MARK AT THE EAST
 OU0395'RIGHT-OF-WAY FENCE.
 OU0395'
 OU0395'STATION MARKS ARE STANDARD DISKS STAMPED WRIGHT 1955.  THE SURFACE
 OU0395'STATION MARK DISK IS SET IN A 12 IN BY 12 IN CONCRETE POST,
 OU0395'20 FEET WEST OF A NORTH-SOUTH FENCE, AND 5 FEET EAST OF A STANDARD
 OU0395'WITNESS POST.  THE MARK PROJECTS 4 INCHES ABOVE GROUND.  THE
 OU0395'UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR MASS OF
 OU0395'CONCRETE 36 INCHES BELOW THE SURFACE STATION MARK.
 OU0395'
 OU0395'REFERENCE MARK 1, A STANDARD DISK SET IN A 12 IN BY 12 IN CONCRETE
 OU0395'POST, AND STAMPED WRIGHT NO 1 1955, IS 1 FOOT WEST OF A NORTH-SOUTH
 OU0395'FENCE.  THE MARK PROJECTS 4 INCHES ABOVE THE GROUND.
 OU0395'
 OU0395'REFERENCE MARK 2, A STANDARD DISK SET IN A 12 IN BY 12 IN
 OU0395'CONCRETE POST, AND STAMPED WRIGHT NO 2 1955, IS ABOUT 1 FOOT
 OU0395'WEST OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS 6 INCHES ABOVE
 OU0395'GROUND.
 OU0395'
 OU0395'AZIMUTH MARK, A STANDARD DISK SET IN A 12 IN BY 12 IN CONCRETE
 OU0395'POST, AND STAMPED WRIGHT 1955, IS 97 FEET EAST OF THE CENTER LINE
 OU0395'OF HIGHWAY, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  THE
 OU0395'MARK PROJECTS 6 INCHES ABOVE GROUND.
 OU0395'
 OU0395'NOTE--A 4 FT. STAND WAS USED.
 OU0395
 OU0395                          STATION RECOVERY (1955)
 OU0395
 OU0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (IJB)
 OU0395'STATION MARK--STANDARD TABLET, STAMPED ---WRIGHT 1955---, SET IN
 OU0395'12 X 12 IN. CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND.
 OU0395
 OU0395                          STATION RECOVERY (1962)
 OU0395
 OU0395'RECOVERY NOTE BY US FOREST SERVICE 1962 (AWH)
 OU0395'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 OU0395
 OU0395                          STATION RECOVERY (1988)
 OU0395
 OU0395'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1988 (DP)
 OU0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AA1861 ***********************************************************************
 AA1861  FBN         -  This is a Federal Base Network Control Station.
 AA1861  DESIGNATION -  WRIGHT AZ MK
 AA1861  PID         -  AA1861
 AA1861  STATE/COUNTY-  WY/CAMPBELL
 AA1861  USGS QUAD   -  LITTLE THUNDER RESERVOIR (1971)
 AA1861
 AA1861                         *CURRENT SURVEY CONTROL
 AA1861  ___________________________________________________________________
 AA1861* NAD 83(1993)-  43 44 07.88875(N)    105 28 26.60275(W)     ADJUSTED  
 AA1861* NAVD 88     -      1510.1    (meters)    4954.     (feet)  GPS OBS   
 AA1861  ___________________________________________________________________
 AA1861  X           -  -1,231,803.811 (meters)                     COMP
 AA1861  Y           -  -4,449,563.853 (meters)                     COMP
 AA1861  Z           -   4,387,939.950 (meters)                     COMP
 AA1861  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AA1861  ELLIP HEIGHT-        1495.27  (meters)          (02/28/01) GPS OBS
 AA1861  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 AA1861
 AA1861  HORZ ORDER  -  B
 AA1861  ELLP ORDER  -  SECOND    CLASS I
 AA1861
 AA1861.The horizontal coordinates were established by GPS observations
 AA1861.and adjusted by the National Geodetic Survey in October 1994..
 AA1861
 AA1861.The orthometric height was determined by GPS observations and a
 AA1861.high-resolution geoid model.
 AA1861
 AA1861.Photographs are available for this station.
 AA1861
 AA1861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1861
 AA1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1861
 AA1861.The ellipsoidal height was determined by GPS observations
 AA1861.and is referenced to NAD 83.
 AA1861
 AA1861.The geoid height was determined by GEOID03.
 AA1861
 AA1861;                    North         East     Units Scale Factor Converg.
 AA1861;SPC WY E     -   359,411.312   175,237.735   MT  0.99994504   -0 12 45.0
 AA1861;UTM  13      - 4,842,608.011   461,824.513   MT  0.99961793   -0 19 39.8
 AA1861
 AA1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1861!SPC WY E     -   0.99976558  x   0.99994504  =   0.99971063
 AA1861!UTM  13      -   0.99976558  x   0.99961793  =   0.99938360
 AA1861
 AA1861                          SUPERSEDED SURVEY CONTROL
 AA1861
 AA1861  ELLIP H (10/19/94) 1495.37   (m)                       GP(       ) 4 1
 AA1861
 AA1861.Superseded values are not recommended for survey control.
 AA1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1861.See file dsdata.txt to determine how the superseded data were derived.
 AA1861
 AA1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ6182542608(NAD 83)
 AA1861_MARKER: DZ = AZIMUTH MARK DISK
 AA1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1861_STAMPING: WRIGHT 1955
 AA1861_MARK LOGO: CGS   
 AA1861_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1861+STABILITY: SURFACE MOTION
 AA1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1861+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2001
 AA1861
 AA1861  HISTORY     - Date     Condition        Report By
 AA1861  HISTORY     - 1955     MONUMENTED       CGS
 AA1861  HISTORY     - 19930623 GOOD             NGS
 AA1861  HISTORY     - 19990804 GOOD             NGS
 AA1861  HISTORY     - 20010827 GOOD             WYHD
 AA1861
 AA1861                          STATION DESCRIPTION
 AA1861
 AA1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 AA1861'MARK IS LOCATED ABOUT 61 KM (37.90 MI) SOUTH OF GILLETTE, 2.9 KM (1.80
 AA1861'MI) SOUTHEAST OF RENO JUNCTION (AT WRIGHT), ALONG STATE HIGHWAY 59, ON
 AA1861'THE RIGHT-OF-WAY, AT AN ENTRANCE TO A TEMPORARY HIGHWAY GRAVEL PLANT,
 AA1861'IN NORTH CENTRAL SECTION 2, T 43 N, R 72 W.  OWNERSHIP--STATE HIGHWAY
 AA1861'DEPARTMENT. TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 59 AND 387 AT
 AA1861'RENO JUNCTION, GO SOUTH ON HIGHWAY 59 FOR 1.91 KM (1.20 MI) TO A
 AA1861'GRADED ROAD LEFT AT DOUBLE PIPE GATE.  THIS ROAD LEADS TO THE STATION.
 AA1861'CONTINUE AHEAD FOR 1.00 KM (0.60 MI) TO A DRIVE LEFT LEADING INTO THE
 AA1861'HIGHWAY GRAVEL PLANT AND THE MARK ON THE LEFT. MARK IS SET IN THE TOP
 AA1861'OF A 25-CM SQUARE CONCRETE POST PROJECTING 5 CM ABOVE GROUND.  IT IS
 AA1861'37.2 M (122.0 FT) EAST OF, AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY
 AA1861'CENTER, 14.5 M (47.6 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD, 0.5 M
 AA1861'(1.6 FT) WEST OF THE RIGHT-OF-WAY FENCE, AND 0.5 M (1.6 FT) SOUTH OF A
 AA1861'FIBERGLASS WITNESS POST. DESCRIBED BY G.R.HEID
 AA1861
 AA1861                          STATION RECOVERY (1999)
 AA1861
 AA1861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 AA1861'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  RECOVERED IN GOOD
 AA1861'CONDITION, NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 61.0
 AA1861'KM (37.90 MI) SOUTH OF GILLETTE, 2.9 KM (1.80 MI) SOUTH OF THE
 AA1861'JUNCTION OF STATE HIGHWAY 59 AND COUNTY HIGHWAY 387 AT RENO JUNCTION,
 AA1861'ON THE WEST SIDE OF THE EAST HIGHWAY 59 RIGHT-OF-WAY FENCE, AT HIGHWAY
 AA1861'59 MILE-73.3 AND 0.97 KM (0.60 MI) MILE NORTH OF THE JUNCTION OF
 AA1861'HIGHWAY 59 AND COUNTY HIGHWAY 450.  TO REACH THE STATION FROM THE
 AA1861'JUNCTION OF STATE HIGHWAY 59 AND COUNTY HIGHWAY 387 AT RENO JUNCTION,
 AA1861'GO SOUTH ON HIGHWAY 59 FOR 2.9 KM (1.80 MI) TO THE STATION ON THE LEFT
 AA1861'ON THE WEST SIDE OF THE HIGHWAY RIGHT-OF-WAY FENCE, 0.48 KM (0.30 MI)
 AA1861'NORTH OF HIGHWAY MILEPOST 73.  THE STATION IS AN NGS AZIMUTH MARK DISK
 AA1861'SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST PROJECTING ABOUT 5 CM
 AA1861'ABOVE THE GROUND AND ABOUT 1.0 M (3.3 FT) BELOW THE HIGHWAY.  LOCATED
 AA1861'37.2 M (122.0 FT) EAST OF THE CENTER OF THE HIGHWAY, 0.5 M (1.6 FT)
 AA1861'WEST OF THE RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT) SOUTH OF A FIBERGLASS
 AA1861'WITNESS POST AND SURROUNDED BY 3 4X4 WOOD POSTS PROJECTING ABOUT 0.76
 AA1861'M (2.49 FT) ABOVE THE GROUND.
 AA1861
 AA1861                          STATION RECOVERY (2001)
 AA1861
 AA1861'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JE)
 AA1861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0194 ***********************************************************************
 OV0194  DESIGNATION -  WRL AP STA A
 OV0194  PID         -  OV0194
 OV0194  STATE/COUNTY-  WY/WASHAKIE
 OV0194  USGS QUAD   -  BANJO FLATS WEST (1978)
 OV0194
 OV0194                         *CURRENT SURVEY CONTROL
 OV0194  ___________________________________________________________________
 OV0194* NAD 83(1986)-  43 58 35.     (N)    107 57 14.     (W)     SCALED    
 OV0194* NAVD 88     -      1268.327  (meters)    4161.17   (feet)  ADJUSTED  
 OV0194  ___________________________________________________________________
 OV0194  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 OV0194  DYNAMIC HT  -        1267.731 (meters)    4159.21  (feet)  COMP
 OV0194  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 OV0194
 OV0194  VERT ORDER  -  SECOND    CLASS 0
 OV0194
 OV0194.This mark is at Worland Municipal Airport (WRL)
 OV0194
 OV0194.The horizontal coordinates were scaled from a topographic map and have
 OV0194.an estimated accuracy of +/- 6 seconds.
 OV0194
 OV0194.The orthometric height was determined by differential leveling
 OV0194.and adjusted by the National Geodetic Survey in June 1991..
 OV0194
 OV0194.The geoid height was determined by GEOID03.
 OV0194
 OV0194.The dynamic height is computed by dividing the NAVD 88
 OV0194.geopotential number by the normal gravity value computed on the
 OV0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0194.degrees latitude (g = 980.6199 gals.).
 OV0194
 OV0194.The modeled gravity was interpolated from observed gravity values.
 OV0194
 OV0194;                    North         East    Units  Estimated Accuracy
 OV0194;SPC WYEC     -   486,310.      350,210.      MT  (+/- 180 meters Scaled)
 OV0194
 OV0194                          SUPERSEDED SURVEY CONTROL
 OV0194
 OV0194  NGVD 29 (??/??/92) 1267.541  (m)         4158.59   (f) ADJ UNCH    2 0
 OV0194
 OV0194.Superseded values are not recommended for survey control.
 OV0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0194.See file dsdata.txt to determine how the superseded data were derived.
 OV0194
 OV0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ630734(NAD 83)
 OV0194_MARKER: DB = BENCH MARK DISK
 OV0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0194_STAMPING: AP 1967 STA A
 OV0194_MARK LOGO: CGS   
 OV0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 OV0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0194+STABILITY: SURFACE MOTION
 OV0194
 OV0194  HISTORY     - Date     Condition        Report By
 OV0194  HISTORY     - 1967     MONUMENTED       CGS
 OV0194  HISTORY     - 1970     GOOD             NGS
 OV0194  HISTORY     - 1977     GOOD             NGS
 OV0194  HISTORY     - 19811014 GOOD             LOCENG
 OV0194
 OV0194                          STATION DESCRIPTION
 OV0194
 OV0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OV0194'IN WORLAND MUNICIPAL AP.
 OV0194'THE BENCH MARK IS LOCATED NEAR RUNWAY END 16 ON THE WORLAND MUNICIPAL
 OV0194'AIRPORT-- 135.0 FT EAST OF THE CENTERLINE OF RUNWAY END 16.  77.1 FT
 OV0194'EAST OF THE MOST EASTERLY THRESHOLD LIGHT.  85.0 FT. EAST OF THE EAST
 OV0194'EDGE OF THE RUNWAY.  212.9 FT. NORTH-NORTHEAST OF THE FIRST RUNWAY
 OV0194'LIGHT SOUTH OF RUNWAY END 16.  THE MARK IS A STANDARD TOPOGRAPHIC DISK
 OV0194'STAMPED AP 1967 STA A SET IN AN 8 X 8 IN. CONCRETE POST BURIED FLUSH
 OV0194'WITH THE GROUND.
 OV0194
 OV0194                          STATION RECOVERY (1970)
 OV0194
 OV0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OV0194'RECOVERED IN GOOD CONDITION.
 OV0194
 OV0194                          STATION RECOVERY (1977)
 OV0194
 OV0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OV0194'RECOVERED IN GOOD CONDITION.
 OV0194
 OV0194                          STATION RECOVERY (1981)
 OV0194
 OV0194'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (SJA)
 OV0194'RECOVERED AS DESCRIBED.  BENCH MARK IS STILL IN POSITION BURIED UNDER
 OV0194'APPROXIMATELY 1O INCHES OF ASPHALT PAVEMENT, DUE TO THE CONSTRUCTION
 OV0194'OF NEW TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AB7172 ***********************************************************************
 AB7172  DESIGNATION -  WRL AP STA A RESET
 AB7172  PID         -  AB7172
 AB7172  STATE/COUNTY-  WY/WASHAKIE
 AB7172  USGS QUAD   -  BANJO FLATS WEST (1978)
 AB7172
 AB7172                         *CURRENT SURVEY CONTROL
 AB7172  ___________________________________________________________________
 AB7172* NAD 83(1986)-  43 58 35.     (N)    107 57 14.     (W)     SCALED    
 AB7172* NAVD 88     -      1268.29   (meters)    4161.0    (feet)  RESET     
 AB7172  ___________________________________________________________________
 AB7172  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 AB7172
 AB7172  VERT ORDER  -  THIRD
 AB7172
 AB7172.This mark is at Worland Municipal Airport (WRL)
 AB7172
 AB7172.The horizontal coordinates were scaled from a topographic map and have
 AB7172.an estimated accuracy of +/- 6 seconds.
 AB7172
 AB7172.The orthometric height was computed from unverified reset data.
 AB7172
 AB7172.The geoid height was determined by GEOID03.
 AB7172
 AB7172;                    North         East    Units  Estimated Accuracy
 AB7172;SPC WYEC     -   486,310.      350,210.      MT  (+/- 180 meters Scaled)
 AB7172
 AB7172                          SUPERSEDED SURVEY CONTROL
 AB7172
 AB7172.No superseded survey control is available for this station.
 AB7172
 AB7172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ630734(NAD 83)
 AB7172_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB7172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7172_SP_SET: CONCRETE YARD BASIN
 AB7172_STAMPING: AP 1981 STA A
 AB7172_MARK LOGO: NGS   
 AB7172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7172
 AB7172  HISTORY     - Date     Condition        Report By
 AB7172  HISTORY     - 1981     MONUMENTED       NGS
 AB7172  HISTORY     - 19950811 GOOD             NGS
 AB7172
 AB7172                          STATION DESCRIPTION
 AB7172
 AB7172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (SJA)
 AB7172'AT THE WORLAND MUNICIPAL AIRPORT, AT THE APPROXIMATE CENTER OF THE
 AB7172'NORTH WALL OF DROP INLET WHICH IS LOCATED 104.2 FEET (31.8 M) SOUTH
 AB7172'ALONG CENTERLINE OF RUNWAY 16/34 AND 155.0 FEET (47.2 M) EAST, AND
 AB7172'PERPENDICULAR TO THE RUNWAY.
 AB7172
 AB7172                          STATION RECOVERY (1995)
 AB7172
 AB7172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 AB7172'THE STATION IS LOCATED ON THE WORLAND MUNICIPAL AIRPORT.  THE MARK IS
 AB7172'SET IN THE NORTH SIDE OF A CONCRETE YARD BASIN, 21.5 FEET (6.6 M) S OF
 AB7172'THE SE CORNER OF A CONCRETE PAD, THE RWY 16 MARKER SETS ON, ALSO
 AB7172'V-01-82, 37.5 FEET (11.4 M) S OF S EDGE OF THE TAXIWAY AT THE HOLD BAR
 AB7172'AND 105.0 FEET (32.0 M) NE OF NE EDGE OF RUNWAY 16/34.  THE MARK IS A
 AB7172'STANDARD NGS TOPO DISK.  THE MARKED IS
 AB7172'STAMPED---ARP 1967 RESET---, WITH ARP CROSSED OUT AND
 AB7172'STAMPED---AP 1981 STA A--- ONTO DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0197 ***********************************************************************
 OV0197  DESIGNATION -  WRL ARP
 OV0197  PID         -  OV0197
 OV0197  STATE/COUNTY-  WY/WASHAKIE
 OV0197  USGS QUAD   -  BANJO FLATS WEST (1978)
 OV0197
 OV0197                         *CURRENT SURVEY CONTROL
 OV0197  ___________________________________________________________________
 OV0197* NAD 83(1986)-  43 58 03.     (N)    107 57 14.     (W)     SCALED    
 OV0197* NAVD 88     -      1274.038  (meters)    4179.91   (feet)  ADJUSTED  
 OV0197  ___________________________________________________________________
 OV0197  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 OV0197  DYNAMIC HT  -        1273.436 (meters)    4177.93  (feet)  COMP
 OV0197  MODELED GRAV-     980,103.0   (mgal)                       NAVD 88
 OV0197
 OV0197  VERT ORDER  -  SECOND    CLASS 0
 OV0197
 OV0197.This mark is at Worland Municipal Airport (WRL)
 OV0197
 OV0197.The horizontal coordinates were scaled from a topographic map and have
 OV0197.an estimated accuracy of +/- 6 seconds.
 OV0197
 OV0197.The orthometric height was determined by differential leveling
 OV0197.and adjusted by the National Geodetic Survey in June 1991..
 OV0197
 OV0197.The geoid height was determined by GEOID03.
 OV0197
 OV0197.The dynamic height is computed by dividing the NAVD 88
 OV0197.geopotential number by the normal gravity value computed on the
 OV0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0197.degrees latitude (g = 980.6199 gals.).
 OV0197
 OV0197.The modeled gravity was interpolated from observed gravity values.
 OV0197
 OV0197;                    North         East    Units  Estimated Accuracy
 OV0197;SPC WYEC     -   485,330.      350,200.      MT  (+/- 180 meters Scaled)
 OV0197
 OV0197                          SUPERSEDED SURVEY CONTROL
 OV0197
 OV0197  NGVD 29 (??/??/92) 1273.247  (m)         4177.31   (f) ADJ UNCH    2 0
 OV0197
 OV0197.Superseded values are not recommended for survey control.
 OV0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0197.See file dsdata.txt to determine how the superseded data were derived.
 OV0197
 OV0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ630725(NAD 83)
 OV0197_MARKER: DT = TOPOGRAPHIC STATION DISK
 OV0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0197_STAMPING: ARP 1967
 OV0197_MARK LOGO: CGS   
 OV0197_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OV0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0197+STABILITY: SURFACE MOTION
 OV0197
 OV0197  HISTORY     - Date     Condition        Report By
 OV0197  HISTORY     - 1967     MONUMENTED       CGS
 OV0197  HISTORY     - 1970     GOOD             NGS
 OV0197  HISTORY     - 19950811 GOOD             NGS
 OV0197
 OV0197                          STATION DESCRIPTION
 OV0197
 OV0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 OV0197'IN WORLAND MUNICIPAL AP.
 OV0197'THE BENCH MARK IS LOCATED AT THE WORLAND MUNICIPAL AIRPORT 208.5 FT
 OV0197'SOUTHWEST FROM THE C AND GS WASHER AT THE CENTERLINE INTERSECTION OF
 OV0197'RUNWAYS 16-34 AND 10-28.  142.1 FT. SOUTHWEST FROM THE FIRST RUNWAY
 OV0197'LIGHT ON THE WEST SIDE OF RUNWAY 16-34 (RUNWAY LIGHTS ARE COUNTED FROM
 OV0197'THE SOUTH EDGE OF RUNWAY 10-28).  141.3 FT. NORTHWEST FROM THE SECOND
 OV0197'RUNWAY LIGHT ON THE WEST SIDE OF RUNWAY 16-34.  110.0 FT. WEST
 OV0197'SOUTHWEST FROM THE WEST EDGE OF RUNWAY 16-34.  THE BENCH MARK IS A
 OV0197'STANDARD USC AND GS TOPOGRAPHIC DISK
 OV0197'STAMPED---ARP 1967---, AND IS SET IN A 8 INCH
 OV0197'SQUARE CONCRETE POST IMBEDDED FLUSH WITH THE GROUND.
 OV0197
 OV0197                          STATION RECOVERY (1970)
 OV0197
 OV0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OV0197'RECOVERED IN GOOD CONDITION.
 OV0197
 OV0197                          STATION RECOVERY (1995)
 OV0197
 OV0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 OV0197'THE STATION IS LOCATED AT THE WORLAND MUNICIPAL AIRPORT MIDFIELD ON
 OV0197'THE WEST SIDE OF RUNWAY 16-34.  THE STATION IS LOCATED 110.0 FT. (33.5
 OV0197'M) WEST OF THE WEST EDGE OF THE RUNWAY, 164.37 FT.  (50.10 M)
 OV0197'SOUTHWEST OF THE 2ND RUNWAY LIGHT, SOUTH OF THE JUNCTION OF THE
 OV0197'MIDFIELD CONNECTOR TAXIWAY, AND 113.66 FT.  (34.64 M) WEST OF THE 3RD
 OV0197'RWY LIGHT SOUTH OF THE JUNCTION.  THE STATION IS A STANDARD
 OV0197'TOPOGRAPHIC DISK STAMPED ARP 1967 AND SET IN THE TOP OF A CONCRETE
 OV0197'POST THAT IS FLUSH WITH THE GROUND.  1995 NOTE, 113.5 FEET (34.6 M) SW
 OV0197'OF 3/4,000 FOOT SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0424 ***********************************************************************
 OV0424  DESIGNATION -  WRL MUN AIRPORT BEACON
 OV0424  PID         -  OV0424
 OV0424  STATE/COUNTY-  WY/WASHAKIE
 OV0424  USGS QUAD   -  BANJO FLATS WEST (1978)
 OV0424
 OV0424                         *CURRENT SURVEY CONTROL
 OV0424  ___________________________________________________________________
 OV0424* NAD 83(1993)-  43 58 27.00431(N)    107 57 28.36442(W)     ADJUSTED  
 OV0424* NAVD 88     -      1284.     (meters)    4213.     (feet)  VERTCON   
 OV0424  ___________________________________________________________________
 OV0424  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 OV0424  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 OV0424
 OV0424  HORZ ORDER  -  THIRD
 OV0424
 OV0424.This mark is at Worland Municipal Airport (WRL)
 OV0424
 OV0424.The horizontal coordinates were established by classical geodetic methods
 OV0424.and adjusted by the National Geodetic Survey in January 1997..
 OV0424
 OV0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0424
 OV0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0424
 OV0424.The geoid height was determined by GEOID03.
 OV0424
 OV0424;                    North         East     Units Scale Factor Converg.
 OV0424;SPC WYEC     -   486,068.876   349,888.935   MT  0.99996837   -0 26 01.1
 OV0424;UTM  13      - 4,873,257.792   262,747.893   MT  1.00029236   -2 03 17.0
 OV0424;UTM  12      - 4,873,503.681   744,009.405   MT  1.00033237   +2 06 47.8
 OV0424
 OV0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0424!SPC WYEC     -   0.99980079  x   0.99996837  =   0.99976917
 OV0424!UTM  13      -   0.99980079  x   1.00029236  =   1.00009309
 OV0424!UTM  12      -   0.99980079  x   1.00033237  =   1.00013310
 OV0424
 OV0424                          SUPERSEDED SURVEY CONTROL
 OV0424
 OV0424  NAD 83(1986)-  43 58 26.99009(N)    107 57 28.36023(W) AD(       ) 4
 OV0424  NAD 27      -  43 58 27.13360(N)    107 57 26.04174(W) AD(       ) 3
 OV0424  NGVD 29 (07/19/86) 1283.     (m)         4209.     (f) VERT ANG       
 OV0424
 OV0424.Superseded values are not recommended for survey control.
 OV0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0424.See file dsdata.txt to determine how the superseded data were derived.
 OV0424
 OV0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ6274873258(NAD 83)
 OV0424_MARKER: 21 = AIRPORT BEACON
 OV0424_MARK LOGO: NONE  
 OV0424
 OV0424  HISTORY     - Date     Condition        Report By
 OV0424  HISTORY     - 1957     FIRST OBSERVED   CGS
 OV0424  HISTORY     - 1967     GOOD             USGS
 OV0424  HISTORY     - 1967     GOOD             LOCSUR
 OV0424  HISTORY     - 1972     GOOD             NGS
 OV0424  HISTORY     - 1977     GOOD             NGS
 OV0424  HISTORY     - 19950811 GOOD             NGS
 OV0424
 OV0424                          STATION DESCRIPTION
 OV0424
 OV0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 OV0424'STATION IS THE REVOLVING LIGHT AT THE TOP OF A 50 FOOT HIGH
 OV0424'FOUR LEGGED, STEEL FRAMEWORK.  THE FRAMEWORK IS PAINTED ORANGE
 OV0424'AND WHITE AND THE LIGHT AT THE TOP FLASHES GREEN AND WHITE.
 OV0424
 OV0424                          STATION RECOVERY (1967)
 OV0424
 OV0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OV0424'STATION MARK--STATION IS THE REVOLVING LIGHT AT THE TOP OF A 50 FT.
 OV0424'HIGH, FOUR LEGGED, STEEL FRAMEWORK.  THE FRAMEWORK IS PAINTED ORANGE
 OV0424'AND WHITE AND THE LIGHT AT THE TOP FLASHES GREEN AND WHITE.
 OV0424
 OV0424                          STATION RECOVERY (1967)
 OV0424
 OV0424'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (RHR)
 OV0424'RECOVERED BY THE AERO PARTY.
 OV0424'
 OV0424'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 OV0424'CONDITION.
 OV0424'
 OV0424'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WORLAND
 OV0424'MUNICIPAL AIRPORT
 OV0424
 OV0424                          STATION RECOVERY (1972)
 OV0424
 OV0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WMJ)
 OV0424'THE POINT INTERSECTED WAS THE REVOLVING LIGHT ATOP THE WORLAND
 OV0424'MUNICIPAL AIRPORT BEACON THAT IS LOCATED ABOUT 3 MILES SOUTH OF THE
 OV0424'CITY OF WORLAND AND AT THE WEST EDGE OF THE AIRPORT.  THE TOWER IS
 OV0424'A FOUR LEGGED STRUCTURAL STEEL BEACON TOWER THAT IS 52 FEET IN
 OV0424'HEIGHT.
 OV0424
 OV0424                          STATION RECOVERY (1977)
 OV0424
 OV0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EEE)
 OV0424'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 OV0424'
 OV0424'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WORLAND
 OV0424'MUNICIPAL AIRPORT.
 OV0424
 OV0424                          STATION RECOVERY (1995)
 OV0424
 OV0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 OV0424'ABOUT 1700 FT.  (518.2 M) WNW AND ACROSS THE AIRPORT FROM THE
 OV0424'ADMINISTRATION BUILDING.  A STANDARD FAA BEACON MOUNTED ON THE TOP OF
 OV0424'A 50 FT.  (15.2 M) FOUR-LEGGED STEEL TOWER.  THE TOWER IS PAINTED
 OV0424'ORANGE AND WHITE.  POINT OBSERVED WAS THE CENTER OF THE LIGHT.  NOTE,
 OV0424'THIS BEACON IS THE SAME AS TRIANGULATION STATION, AIRPORT BEACON,
 OV0424'WORLAND MUNICIPAL AIRPORT, 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0931 ***********************************************************************
 PY0931  DESIGNATION -  WT 2
 PY0931  PID         -  PY0931
 PY0931  STATE/COUNTY-  WY/TETON
 PY0931  USGS QUAD   -  WEST THUMB (1986)
 PY0931
 PY0931                         *CURRENT SURVEY CONTROL
 PY0931  ___________________________________________________________________
 PY0931* NAD 83(1986)-  44 25 25.     (N)    110 34 31.     (W)     SCALED    
 PY0931* NAVD 88     -      2367.875  (meters)    7768.60   (feet)  ADJUSTED  
 PY0931  ___________________________________________________________________
 PY0931  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 PY0931  DYNAMIC HT  -        2366.291 (meters)    7763.41  (feet)  COMP
 PY0931  MODELED GRAV-     979,863.5   (mgal)                       NAVD 88
 PY0931
 PY0931  VERT ORDER  -  FIRST     CLASS II
 PY0931
 PY0931.The horizontal coordinates were scaled from a topographic map and have
 PY0931.an estimated accuracy of +/- 6 seconds.
 PY0931
 PY0931.The orthometric height was determined by differential leveling
 PY0931.and adjusted by the National Geodetic Survey in June 1991..
 PY0931
 PY0931.The geoid height was determined by GEOID03.
 PY0931
 PY0931.The dynamic height is computed by dividing the NAVD 88
 PY0931.geopotential number by the normal gravity value computed on the
 PY0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0931.degrees latitude (g = 980.6199 gals.).
 PY0931
 PY0931.The modeled gravity was interpolated from observed gravity values.
 PY0931
 PY0931;                    North         East    Units  Estimated Accuracy
 PY0931;SPC WY W     -   535,930.      760,830.      MT  (+/- 180 meters Scaled)
 PY0931
 PY0931                          SUPERSEDED SURVEY CONTROL
 PY0931
 PY0931  NGVD 29 (08/20/92) 2366.489  (m)         7764.06   (f) ADJUSTED    1 2
 PY0931
 PY0931.Superseded values are not recommended for survey control.
 PY0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0931.See file dsdata.txt to determine how the superseded data were derived.
 PY0931
 PY0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ338190(NAD 83)
 PY0931_MARKER: DB = BENCH MARK DISK
 PY0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0931_SP_SET: CONCRETE POST
 PY0931_STAMPING: WT 2 1977
 PY0931_MARK LOGO: NPS   
 PY0931_PROJECTION: FLUSH
 PY0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0931+STABILITY: SURFACE MOTION
 PY0931
 PY0931  HISTORY     - Date     Condition        Report By
 PY0931  HISTORY     - 1977     MONUMENTED       NPS
 PY0931  HISTORY     - 1987     GOOD             NGS
 PY0931
 PY0931                          STATION DESCRIPTION
 PY0931
 PY0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0931'1.0 KM (0.60 MI) NORTH FROM WEST THUMB.
 PY0931'1.0 KM (0.60 MI) NORTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0931'JUNCTION OF WEST THUMB GEYSER BASIN ENTRANCE ROAD IN WEST THUMB, 90.0
 PY0931'M (295.3 FT) NORTHWEST OF OCCASIONAL GEYSER, 12.2 M (40.0 FT) WEST OF
 PY0931'THE CENTERLINE OF THE HIGHWAY, AND 0.5 M (1.6 FT) NORTHWEST OF A
 PY0931'METAL FENCE POST.
 PY0931'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0349 ***********************************************************************
 PX0349  DESIGNATION -  WTTH 1
 PX0349  PID         -  PX0349
 PX0349  STATE/COUNTY-  WY/BIG HORN
 PX0349  USGS QUAD   -  OTTO (1951)
 PX0349
 PX0349                         *CURRENT SURVEY CONTROL
 PX0349  ___________________________________________________________________
 PX0349* NAD 83(1993)-  44 22 35.19915(N)    108 15 08.57051(W)     ADJUSTED  
 PX0349* NAVD 88     -      1258.9    (meters)    4130.     (feet)  VERTCON   
 PX0349  ___________________________________________________________________
 PX0349  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 PX0349  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 PX0349
 PX0349  HORZ ORDER  -  THIRD
 PX0349
 PX0349.The horizontal coordinates were established by classical geodetic methods
 PX0349.and adjusted by the National Geodetic Survey in January 1997..
 PX0349
 PX0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0349
 PX0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0349
 PX0349.The geoid height was determined by GEOID03.
 PX0349
 PX0349;                    North         East     Units Scale Factor Converg.
 PX0349;SPC WYEC     -   530,986.483   326,758.879   MT  1.00000345   -0 38 34.0
 PX0349;UTM  12      - 4,917,357.118   718,892.288   MT  1.00018928   +1 55 20.5
 PX0349
 PX0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0349!SPC WYEC     -   0.99980475  x   1.00000345  =   0.99980820
 PX0349!UTM  12      -   0.99980475  x   1.00018928  =   0.99999399
 PX0349
 PX0349:                Primary Azimuth Mark                     Grid Az
 PX0349:SPC WYEC     -  WARDEL                                   200 59 27.2
 PX0349:UTM  12      -  WARDEL                                   198 25 32.7
 PX0349
 PX0349|---------------------------------------------------------------------|
 PX0349| PID    Reference Object                     Distance      Geod. Az  |
 PX0349|                                                           dddmmss.s |
 PX0349| PX0353 WARDEL                              APPROX. 5.8 KM 2002053.2 |
 PX0349|---------------------------------------------------------------------|
 PX0349
 PX0349                          SUPERSEDED SURVEY CONTROL
 PX0349
 PX0349  NAD 83(1986)-  44 22 35.18896(N)    108 15 08.56562(W) AD(       ) 3
 PX0349  NAD 27      -  44 22 35.34744(N)    108 15 06.18173(W) AD(       ) 3
 PX0349  NGVD 29 (07/19/86) 1258.0    (m)         4127.     (f) VERT ANG       
 PX0349
 PX0349.Superseded values are not recommended for survey control.
 PX0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0349.See file dsdata.txt to determine how the superseded data were derived.
 PX0349
 PX0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ1889217357(NAD 83)
 PX0349_MARKER: DD = SURVEY DISK
 PX0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0349_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PX0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0349+STABILITY: SURFACE MOTION
 PX0349
 PX0349  HISTORY     - Date     Condition        Report By
 PX0349  HISTORY     - 1948     MONUMENTED       USGS
 PX0349
 PX0349                          STATION DESCRIPTION
 PX0349
 PX0349'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 PX0349'STATION LIES 2.0 MI. SE. OF THE POST OFFICE AT OTTO, WYOMING IN SE.
 PX0349'1/4 SEC.22 T.51 N., R.95 W.
 PX0349'
 PX0349'TO REACH FROM POST OFFICE IN OTTO, WYOMING GO EASTERLY ALONG THE STATE
 PX0349'HIGHWAY 0.2 MI. TO GRAVEL RD. RIGHT, GO RIGHT 2.5 MI. ACROSS GREYBULL
 PX0349'RIVER TO RD. INTERSECTION, AND LEFT EASTERLY 0.5 MI. TO RD.FORK.
 PX0349'STATION LIES 1008 FT. NORTHERLY FROM RD. FORK.
 PX0349'
 PX0349'STATION MARK - STANDARD TABLET SET IN 6 X 6 IN. CONCRETE POST
 PX0349'PROJECTING 4 IN. ABOVE GROUND AND STAMPED, ---WTTH-1 1948 4127---.
 PX0349'
 PX0349'REFERENCE MARK NO.1 - STANDARD REFERENCE TABLET SET IN BOULDER FLUSH
 PX0349'WITH GROUND AND STAMPED ---WTTH-1 1948 NO.1--- 62.70 FT.,
 PX0349'S 33 DEG 12 MIN W.
 PX0349'
 PX0349'REFERENCE MARK NO.2 - COPPER NAIL AND WASHER IN 3 X 12 IN. HEADER ON
 PX0349'BRIDGE OVER CANAL, 237.20 FT., N 76 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0445 ***********************************************************************
 MQ0445  DESIGNATION -  WW WILSON LEASE WELL 1 DERRICK
 MQ0445  PID         -  MQ0445
 MQ0445  STATE/COUNTY-  WY/SWEETWATER
 MQ0445  USGS QUAD   -  CHICKEN CREEK SE (1968)
 MQ0445
 MQ0445                         *CURRENT SURVEY CONTROL
 MQ0445  ___________________________________________________________________
 MQ0445* NAD 83(1993)-  41 00 03.32534(N)    108 36 26.30888(W)     ADJUSTED  
 MQ0445* NAVD 88     -                                                        
 MQ0445  ___________________________________________________________________
 MQ0445  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 MQ0445  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 MQ0445
 MQ0445  HORZ ORDER  -  THIRD
 MQ0445
 MQ0445.The horizontal coordinates were established by classical geodetic methods
 MQ0445.and adjusted by the National Geodetic Survey in November 1997..
 MQ0445
 MQ0445
 MQ0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0445
 MQ0445.The geoid height was determined by GEOID03.
 MQ0445
 MQ0445;                    North         East     Units Scale Factor Converg.
 MQ0445;SPC WYWC     -    55,633.451   612,004.500   MT  0.99993927   +0 05 37.0
 MQ0445;SPC CO N     -   494,545.177   653,013.918   MT  1.00004256   -2 00 27.8
 MQ0445;SPC CO N     - 1,622,520.30  2,142,429.83   sFT  1.00004256   -2 00 27.8
 MQ0445;UTM  12      - 4,541,617.153   701,234.502   MT  1.00009843   +1 34 13.1
 MQ0445
 MQ0445                          SUPERSEDED SURVEY CONTROL
 MQ0445
 MQ0445  NAD 83(1993)-  41 00 03.32693(N)    108 36 26.30788(W) AD(       ) 4
 MQ0445  NAD 83(1993)-  41 00 03.31472(N)    108 36 26.30293(W) AD(       ) 4
 MQ0445  NAD 83(1986)-  41 00 03.31324(N)    108 36 26.29979(W) AD(       ) 4
 MQ0445  NAD 27      -  41 00 03.45000(N)    108 36 23.91000(W) AD(       ) 3
 MQ0445
 MQ0445.Superseded values are not recommended for survey control.
 MQ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0445.See file dsdata.txt to determine how the superseded data were derived.
 MQ0445
 MQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYL0123541617(NAD 83)
 MQ0445_MARKER: 67 = OIL DERRICK
 MQ0445
 MQ0445  HISTORY     - Date     Condition        Report By
 MQ0445  HISTORY     - 1931     FIRST OBSERVED   CGS
 MQ0445
 MQ0445                          STATION DESCRIPTION
 MQ0445
 MQ0445'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0482 ***********************************************************************
 PW0482  DESIGNATION -  WYARNO
 PW0482  PID         -  PW0482
 PW0482  STATE/COUNTY-  WY/SHERIDAN
 PW0482  USGS QUAD   -  WYARNO (1977)
 PW0482
 PW0482                         *CURRENT SURVEY CONTROL
 PW0482  ___________________________________________________________________
 PW0482* NAD 83(1993)-  44 51 10.47742(N)    106 45 14.80790(W)     ADJUSTED  
 PW0482* NAVD 88     -      1371.9    (meters)    4501.     (feet)  VERTCON   
 PW0482  ___________________________________________________________________
 PW0482  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 PW0482  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PW0482
 PW0482  HORZ ORDER  -  SECOND
 PW0482
 PW0482.The horizontal coordinates were established by classical geodetic methods
 PW0482.and adjusted by the National Geodetic Survey in January 1997..
 PW0482
 PW0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0482
 PW0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0482
 PW0482.The geoid height was determined by GEOID03.
 PW0482
 PW0482;                    North         East     Units Scale Factor Converg.
 PW0482;SPC WYEC     -   583,682.507   445,783.507   MT  0.99996327   +0 24 30.7
 PW0482;UTM  13      - 4,968,107.461   361,395.628   MT  0.99983624   -1 14 14.5
 PW0482
 PW0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0482!SPC WYEC     -   0.99978718  x   0.99996327  =   0.99975046
 PW0482!UTM  13      -   0.99978718  x   0.99983624  =   0.99962346
 PW0482
 PW0482:                Primary Azimuth Mark                     Grid Az
 PW0482:SPC WYEC     -  WYARNO AZ MK                             136 17 55.0
 PW0482:UTM  13      -  WYARNO AZ MK                             137 56 40.2
 PW0482
 PW0482|---------------------------------------------------------------------|
 PW0482| PID    Reference Object                     Distance      Geod. Az  |
 PW0482|                                                           dddmmss.s |
 PW0482| CQ6901 WYARNO AZ MK                                       1364225.7 |
 PW0482| CQ6902 WYARNO RM 1                           6.437 METERS 23607     |
 PW0482| CQ6903 WYARNO RM 2                           7.415 METERS 33353     |
 PW0482|---------------------------------------------------------------------|
 PW0482
 PW0482                          SUPERSEDED SURVEY CONTROL
 PW0482
 PW0482  NAD 83(1986)-  44 51 10.46290(N)    106 45 14.78387(W) AD(       ) 2
 PW0482  NAD 27      -  44 51 10.56090(N)    106 45 12.55390(W) AD(       ) 2
 PW0482  NGVD 29 (07/19/86) 1371.1    (m)         4498.     (f) VERT ANG       
 PW0482
 PW0482.Superseded values are not recommended for survey control.
 PW0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0482.See file dsdata.txt to determine how the superseded data were derived.
 PW0482
 PW0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK6139668107(NAD 83)
 PW0482_MARKER: DS = TRIANGULATION STATION DISK
 PW0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0482
 PW0482  HISTORY     - Date     Condition        Report By
 PW0482  HISTORY     - 1957     MONUMENTED       CGS
 PW0482  HISTORY     - 1968     GOOD             USGS
 PW0482
 PW0482                          STATION DESCRIPTION
 PW0482
 PW0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0482'STATION IS ABOUT 2-1/2 MILES NORTHEAST OF WYARNO, NEAR THE
 PW0482'SOUTHEAST END OF A PROMINENT FLAT TOPPED KNOLL, IN PASTURE
 PW0482'LAND OWNED BY THE STATE AND LEASED BY THE LONABOUGH BROTHERS
 PW0482'OF SHERIDAN.
 PW0482'
 PW0482'REACHED FROM THE POST OFFICE IN WAYARNO, GO SOUTHEASTERLY
 PW0482'ON A PAVED ROAD FOR 1.1 MILES TO A Y-JUNCTION AT THE END OF
 PW0482'THE PAVEMENT, TURN LEFT AND GO EASTERLY ON A GRAVELED ROAD
 PW0482'FOR 0.9 MILE TO A SIDE ROAD ON THE LEFT AT A CATTLE GUARD,
 PW0482'TURN LEFT, CROSS THE CATTLE GUARD AND GO NORTHWESTERLY ON
 PW0482'A WINDING TRACK ROAD FOR 2.95 MILES TO A Y-JUNCTION, BEAR
 PW0482'LEFT AND CONTINUE NORTHWESTERLY ON THE TRACK ROAD FOR 1.0
 PW0482'MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE
 PW0482'NORTHWESTERLY FOR 0.6 MILE TO A GATE, PASS THROUGH THE GATE AND
 PW0482'CONTINUE NORTHWESTERLY FOR 1.10 MILES TO THE AZIMUTH MARK
 PW0482'AND A SMALL ROCKY KNOLL ON THE LEFT.  CONTINUE NORTHWEST
 PW0482'FOR 0.2 MILE TO THE BASE OF A KNOLL, AT A POINT WHERE THE
 PW0482'TRACK ROAD LEADS WESTERLY, LEAVE THE TRACK ROAD AND GO UP
 PW0482'HILL, NORTHWESTERLY, FOR 0.1 MILE TO THE STATION.
 PW0482'
 PW0482'STATION MARKS ARE STANDARD DISKS, STAMPED WYARNO 1957.  SURFACE
 PW0482'MARK IS SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 4
 PW0482'INCHES.  IT IS 247 FEET SOUTH OF THE CENTER OF A WIRE GATE,
 PW0482'110 FEET EAST OF THE CENTER OF A DIM TRACK ROAD, 85 FEET
 PW0482'SOUTHWEST OF A FENCE.  A WHITE WITNESS POST WAS SET 3 FEET NORTH
 PW0482'OF THE MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 PW0482'MASS OF CONCRETE 38 INCHES BELOW THE GROUND SURFACE.
 PW0482'
 PW0482'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WYARNO NO 1 1957,
 PW0482'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 PW0482'IT IS 100 FEET SOUTHWEST OF THE FENCE AND 96 FEET EAST OF
 PW0482'THE CENTER OF THE TRACK ROAD.
 PW0482'
 PW0482'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WYARNO NO 2
 PW0482'1957, SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 5
 PW0482'INCHES.  IT IS 99 FEET EAST OF THE CENTER OF THE TRACK ROAD
 PW0482'AND 77 FEET SOUTHWEST OF THE FENCE.
 PW0482'
 PW0482'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED WYARNO 1957,
 PW0482'CEMENTED IN A DRILL HOLE IN A 5 X 6 FOOT MASS OF ROCK OUTCROP
 PW0482'THAT IS FLUSH WITH THE GROUND.  IT IS 108 FEET SOUTHWEST OF
 PW0482'THE FENCE, AND 80 FEET SOUTHWEST OF THE CENTER OF THE TRACK
 PW0482'ROAD.  A WHITE WITNESS POST WAS SET 4 FEET EAST OF THE MARK.
 PW0482
 PW0482                          STATION RECOVERY (1968)
 PW0482
 PW0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (ACM)
 PW0482'REACHED FROM THE POST OFFICE IN WYARNO, GO NORTHEAST ON PAVED
 PW0482'ROAD (HIGHWAY 1704) FOR 0.8 MILE TO FIELD ROAD ON THE RIGHT,
 PW0482'PASS THROUGH WIRE GATE AND GO NORTHEAST FOR 0.7 MILE TO WIRE
 PW0482'GATE, PASS THROUGH GATE AND CONTINUE 0.2 MILE TO CREEK CROSSING,
 PW0482'CROSS CREEK AND CONTINUE NORTHEAST 0.2 MILE TO ROAD FORK,
 PW0482'TAKE LEFT ROAD AND CONTINUE NORTHEAST FOR 1.2 MILES UP RIDGE
 PW0482'TO ROAD FORK, TURN RIGHT AND PROCEED 0.2 MILE UP RIDGE TO
 PW0482'ROAD FORK ON RIDGE TOP, TURN RIGHT AND CONTINUE IN A GENERALLY
 PW0482'EASTERLY DIRECTION FOR 1.3 MILES TO A ROAD FORK AT THE BASE
 PW0482'OF A PROMINENT KNOLL, THENCE EAST 0.05 MILE UP KNOLL TO THE
 PW0482'STATION.
 PW0482'
 PW0482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FIVE MILES
 PW0482'NORTHEAST OF WYARNO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0421 ***********************************************************************
 PX0421  DESIGNATION -  WYLIE
 PX0421  PID         -  PX0421
 PX0421  STATE/COUNTY-  WY/PARK
 PX0421  USGS QUAD   -  IRMA FLATS (1987)
 PX0421
 PX0421                         *CURRENT SURVEY CONTROL
 PX0421  ___________________________________________________________________
 PX0421* NAD 83(1993)-  44 25 47.82189(N)    109 10 07.58131(W)     ADJUSTED  
 PX0421* NAVD 88     -      1746.6    (meters)    5730.     (feet)  VERTCON   
 PX0421  ___________________________________________________________________
 PX0421  LAPLACE CORR-         -16.23  (seconds)                    DEFLEC99
 PX0421  GEOID HEIGHT-         -10.66  (meters)                     GEOID03
 PX0421
 PX0421  HORZ ORDER  -  THIRD
 PX0421
 PX0421.The horizontal coordinates were established by classical geodetic methods
 PX0421.and adjusted by the National Geodetic Survey in January 1997..
 PX0421
 PX0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0421
 PX0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0421
 PX0421.The geoid height was determined by GEOID03.
 PX0421
 PX0421;                    North         East     Units Scale Factor Converg.
 PX0421;SPC WYWC     -   436,606.206   566,657.425   MT  0.99995117   -0 17 35.4
 PX0421;UTM  12      - 4,921,259.114   645,753.189   MT  0.99986126   +1 16 55.7
 PX0421
 PX0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0421!SPC WYWC     -   0.99972789  x   0.99995117  =   0.99967907
 PX0421!UTM  12      -   0.99972789  x   0.99986126  =   0.99958919
 PX0421
 PX0421:                Primary Azimuth Mark                     Grid Az
 PX0421:SPC WYWC     -  SQUAW                                    178 47 04.2
 PX0421:UTM  12      -  SQUAW                                    177 12 33.1
 PX0421
 PX0421|---------------------------------------------------------------------|
 PX0421| PID    Reference Object                     Distance      Geod. Az  |
 PX0421|                                                           dddmmss.s |
 PX0421| PX0420 SQUAW                               APPROX. 4.6 KM 1782928.8 |
 PX0421|---------------------------------------------------------------------|
 PX0421
 PX0421                          SUPERSEDED SURVEY CONTROL
 PX0421
 PX0421  NAD 83(1986)-  44 25 47.81061(N)    109 10 07.57449(W) AD(       ) 3
 PX0421  NAD 27      -  44 25 47.96271(N)    109 10 05.03647(W) AD(       ) 3
 PX0421  NGVD 29 (07/19/86) 1745.5    (m)         5727.     (f) VERT ANG       
 PX0421
 PX0421.Superseded values are not recommended for survey control.
 PX0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0421.See file dsdata.txt to determine how the superseded data were derived.
 PX0421
 PX0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ4575321259(NAD 83)
 PX0421_MARKER: DD = SURVEY DISK
 PX0421_SETTING: 0 = UNSPECIFIED SETTING
 PX0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0421
 PX0421  HISTORY     - Date     Condition        Report By
 PX0421  HISTORY     - 1947     MONUMENTED       USGS
 PX0421
 PX0421                          STATION DESCRIPTION
 PX0421
 PX0421'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 PX0421'STATION IS LOCATED ABOUT 11 MI. SW. OF CODY, PARK CO. WYOMING NEAR THE
 PX0421'SE. COR. SEC.6, T.51 N., R.102 W., 0.3 MI. N. OF THE OLD WYLIE CANAL
 PX0421'-ABANDONED AT ITS MOST NORTHERLY POINT.-  192 FT. SW. OF A FENCE
 PX0421'CORNER 70 FT. S. OF E-W FENCE ABOUT 500 FT. N. OF A COUNTY RD. 450 FT.
 PX0421'W. OF A TRAIL RD. AND ON THE W. EDGE OF ESCARPMENT OVERLOOKING THE
 PX0421'IRMA FLATS.
 PX0421'
 PX0421'TO REACH STATION FROM CODY, FOLLOW THE S. FORK SECONDARY HIGHWAY,
 PX0421'TOWARD VALLEY, WYOMING, FOR 10.85 MI. TO INTERSECTION OF T-RD.S. TURN
 PX0421'S. FOR 1.05 MI. ALONG A DIRT RD., TO CROSS RDS., TURN E. AND FOLLOW
 PX0421'DIRT RD. 1.2 MI. TO JUNCTION OF TRAIL RD. N. THRU A GATE AT TOP OF
 PX0421'HILL.  TURN N. PASS THRU GATE AND FOLLOW TRAIL RD. 500 FT. TO TOP OF
 PX0421'BENCH, TURN W. PAST A FENCE CORNER FOR ABOUT 400 FT. TO EDGE OF
 PX0421'ESCARPMENT AND STATION LOCATION.
 PX0421'
 PX0421'STATION MARK - A STANDARD GEOLOGICAL SURVEY TABLET STAMPED ---WYLIE
 PX0421'1947--- CEMENTED IN THE TOP OF A CONCRETE POST.
 PX0421'
 PX0421'REFERENCE MARK NO.1 - A STANDARD REFERENCE TABLET STAMPED ---NO.1---
 PX0421'CEMENTED IN A GRANITE BOULDER ON W. SLOPE OF HILL, 56.82 FT. FROM
 PX0421'STATION, N 56 DEG 21 MIN E.
 PX0421'
 PX0421'REFERENCE MARK NO.2 - A STANDARD REFERENCE TABLET STAMPED ---NO.2---
 PX0421'CEMENTED IN BOULDER ON S. SLOPE OF HILL, 223.80 FT. FROM STATION,
 PX0421'N 30 DEG 46 MIN W.
 PX0421'
 PX0421'REFERENCE MARK NO.3 - A DRILL HOLE ON TOP OF EMBEDDED BOULDER WHICH
 PX0421'IS A LAND SUB-DIVISION AND HAS CHISLED ON N. FACE 2/40, 181.95 FT.
 PX0421'FROM STATION, S 70 DEG 14 MIN W.
 PX0421'
 PX0421'SIGNAL DATA - A  2 X 4 X 10 WITH WHITE FLAG SET IN CAIRN 2 FT. HIGH
 PX0421'AND CENTERED OVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0450 ***********************************************************************
 PW0450  DESIGNATION -  WYMONT
 PW0450  PID         -  PW0450
 PW0450  STATE/COUNTY-  WY/SHERIDAN
 PW0450  USGS QUAD   -  BOX ELDER DRAW (1971)
 PW0450
 PW0450                         *CURRENT SURVEY CONTROL
 PW0450  ___________________________________________________________________
 PW0450* NAD 83(1993)-  44 59 39.19376(N)    106 21 42.99620(W)     ADJUSTED  
 PW0450* NAVD 88     -      1240.7    (meters)    4071.     (feet)  VERTCON   
 PW0450  ___________________________________________________________________
 PW0450  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 PW0450  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 PW0450
 PW0450  HORZ ORDER  -  FIRST
 PW0450
 PW0450.The horizontal coordinates were established by classical geodetic methods
 PW0450.and adjusted by the National Geodetic Survey in January 1997..
 PW0450
 PW0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 PW0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PW0450
 PW0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0450
 PW0450.The geoid height was determined by GEOID03.
 PW0450
 PW0450;                    North         East     Units Scale Factor Converg.
 PW0450;SPC WYEC     -   599,681.226   476,593.942   MT  1.00000961   +0 41 12.6
 PW0450;UTM  13      - 4,983,210.568   392,647.219   MT  0.99974171   -0 57 46.9
 PW0450
 PW0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PW0450!SPC WYEC     -   0.99980784  x   1.00000961  =   0.99981745
 PW0450!UTM  13      -   0.99980784  x   0.99974171  =   0.99954960
 PW0450
 PW0450:                Primary Azimuth Mark                     Grid Az
 PW0450:SPC WYEC     -  WYMONT AZ MK                             015 38 38.0
 PW0450:UTM  13      -  WYMONT AZ MK                             017 17 37.5
 PW0450
 PW0450|---------------------------------------------------------------------|
 PW0450| PID    Reference Object                     Distance      Geod. Az  |
 PW0450|                                                           dddmmss.s |
 PW0450| CQ6904 WYMONT AZ MK                                       0161950.6 |
 PW0450| CQ6623 T58N R79W SECS 22 23 CC             121.021 METERS 09016     |
 PW0450| CQ6905 WYMONT RM 1                          13.053 METERS 19022     |
 PW0450| CQ6906 WYMONT RM 2                          29.331 METERS 32632     |
 PW0450|---------------------------------------------------------------------|
 PW0450
 PW0450                          SUPERSEDED SURVEY CONTROL
 PW0450
 PW0450  NAD 83(1993)-  44 59 39.18870(N)    106 21 42.99876(W) AD(       ) 1
 PW0450  NAD 83(1986)-  44 59 39.16679(N)    106 21 42.95940(W) AD(       ) 1
 PW0450  NAD 27      -  44 59 39.20400(N)    106 21 40.82100(W) AD(       ) 1
 PW0450  NGVD 29 (07/19/86) 1240.0    (m)         4068.     (f) VERT ANG       
 PW0450
 PW0450.Superseded values are not recommended for survey control.
 PW0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0450.See file dsdata.txt to determine how the superseded data were derived.
 PW0450
 PW0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK9264783211(NAD 83)
 PW0450_MARKER: DS = TRIANGULATION STATION DISK
 PW0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0450
 PW0450  HISTORY     - Date     Condition        Report By
 PW0450  HISTORY     - 1934     MONUMENTED       CGS
 PW0450  HISTORY     - 1944     GOOD             LOCENG
 PW0450  HISTORY     - 1966     GOOD             CGS
 PW0450  HISTORY     - 1971     GOOD             USGS
 PW0450
 PW0450                          STATION DESCRIPTION
 PW0450
 PW0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 PW0450'ON THE MONTANA-WYOMING BOUNDARY, ABOUT 8 MILES NORTH-NORTHWEST
 PW0450'OF PASSAIC POST OFFICE, 9 MILES WEST OF CADIZ-SAYLE ROAD, 23
 PW0450'MILES WEST OF THE POWDER RIVER ON A LONG, LOW RIDGE EXTENDING
 PW0450'NORTH AND SOUTH.  THERE IS HIGHER GROUND TO THE NORTH AND WEST.
 PW0450'IN T. 58 N., R. 79 W.  ALSO 72.0 FEET EAST OF CENTER LINE
 PW0450'OF ROAD.  MARK PROJECTS 4 INCHES ABOVE GROUND.
 PW0450'
 PW0450'REACHED FROM CADIZ RAILROAD STATION WHICH IS 8.6 MILES EAST OF
 PW0450'CLEARMONT AND 0.3 MILE NORTH OF CADIZ POST OFFICE ON U.S. HIGHWAY
 PW0450'16.  FROM RAILROAD CROSSING GO 1.7 MILES NORTH AND EAST TO
 PW0450'A T-FORK LEADING NORTH, TURN LEFT AND NORTH ONTO THIS GRADED
 PW0450'ROAD, CONTINUE NORTH ON MAIN ROAD 13.6 MILES TO POINT WHERE
 PW0450'MAIN ROAD TURNS SHARP RIGHT AND EAST AND UNIMPROVED ROAD TURNS
 PW0450'LEFT AND WEST OVER A CATTLE GUARD.  (SIGN BOARD READS PASSAIC
 PW0450'P.O.).  PASS OVER CATTLE GUARD AND CONTINUE ON UNIMPROVED
 PW0450'ROAD 0.4 MILE TO PASSAIC POST OFFICE.  (THIS IS ONLY A RANCH
 PW0450'HOUSE.) PASS BUILDINGS ON RIGHT AND CONTINUE STRAIGHT AHEAD
 PW0450'AND WEST, 0.25 MILE, PASSING WATER WELL ON LEFT IN BOTTOM
 PW0450'OF DRAW, AND GO THROUGH GATE, CONTINUE 1.15 MILES ON
 PW0450'MAIN-TRAVELED ROAD, TAKE RIGHT FORK AND GO 4.1 MILES, TAKE
 PW0450'LEFT FORK, THROUGH GATE, (LEFT FORK LEADS TO A HOUSE ABOUT 1/4
 PW0450'MILE NORTH) CONTINUE 2.5 MILES TO A POINT WHERE MAIN
 PW0450'ROAD BEARS WEST.  TAKE DIM ROAD TO RIGHT, STRAIGHT AHEAD, AND
 PW0450'GO 0.5 MILE FOLLOWING DOWN SHALLOW DRAW AND ONTO RIDGE,
 PW0450'EXTENDING NORTH TO A SMALL 5-FOOT OUTCROPPING BLUFF FACING
 PW0450'WEST ON RIGHT SIDE OF ROAD.  STATION IS ON EAST SIDE OF
 PW0450'ROAD ON RIDGE ABOVE THIS BLUFF.
 PW0450'
 PW0450'A 4-FOOT STAND WILL CLEAR ALL LINES.
 PW0450'
 PW0450'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF STATION, ON SAME
 PW0450'RIDGE, AND 56.7 FEET EAST OF ROAD.  PROJECTS 4 INCHES ABOVE
 PW0450'GROUND.
 PW0450'
 PW0450'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, ON SAME RIDGE,
 PW0450'AND 38.7 FEET EAST OF ROAD.  PROJECTS 4 INCHES ABOVE GROUND.
 PW0450'
 PW0450'AZIMUTH MARK IS NORTH-NORTHEAST OF STATION, ON EAST SLOPE OF
 PW0450'FIRST KNOLL NORTH OF STATION.
 PW0450'
 PW0450'GENERAL LAND OFFICE MARK (BOUNDARY MONUMENT) IS EAST OF STATION,
 PW0450'ON EAST SLOPE OF RIDGE STATION IS ON.  MARK CONSISTS OF A
 PW0450'GALVANIZED PIPE WITH BRONZE CAP.  PROJECTS 12 INCHES ABOVE
 PW0450'GROUND AND NOT PERMANENT ENOUGH FOR TRAVERSE.
 PW0450'
 PW0450'HEIGHT OF LIGHT ABOVE STATION MARK - 1.11 METERS.
 PW0450
 PW0450                          STATION RECOVERY (1944)
 PW0450
 PW0450'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1944 (WBT)
 PW0450'STATION RECOVERED BY CARTER OIL CO.
 PW0450'
 PW0450'STATION STAMPED WYMONT RECOVERED IN GOOD CONDITION.
 PW0450'
 PW0450'PASSIAC POST OFFICE IS NOW AN ABANDONED RANCH HOUSE.
 PW0450'
 PW0450'TAKE LEFT FORK THROUGH GATE (LEFT FORK LEADS TO HOUSE ABOUT
 PW0450'1/4 MILE NORTH, CONTINUE 3.5 MILES INSTEAD OF 2.5 MILES
 PW0450'TO DIM TRAIL LEADING DOWN A SHALLOW VALLEY.
 PW0450
 PW0450                          STATION RECOVERY (1966)
 PW0450
 PW0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 PW0450'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 PW0450'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 PW0450'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 PW0450'
 PW0450'TO REACH THE STATION FROM THE POST OFFICE AT DECKER, MONTANA,
 PW0450'GO NORTH ON MAIN PAVED ROAD FOR 1.5 MILES TO THE MONTANA CLUB
 PW0450'AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON MAIN
 PW0450'GRAVEL ROAD FOR 14.0 MILES TO THE PINE BUTTE SCHOOL ON THE
 PW0450'RIGHT, CONTINUE NORTHEAST ON THE MAIN ROAD FOR 4.5 MILES TO A
 PW0450'FORK AND SIGN FORK 11 MILES.  TURN RIGHT AND GO SOUTHEAST ON
 PW0450'MAIN ROAD (THIS ROAD LEADS TO THE KENDRICK CATTLE COMPANY
 PW0450'RANCH) FOR 6.2 MILES TO A CATTLE GUARD AND A ROCK SIDE
 PW0450'BUILDING ON THE LEFT, CONTINUE SOUTHEAST ON MAIN ROAD FOR 2.1
 PW0450'MILES TO A FORK, BEAR LEFT AND GO SOUTHEAST ON MAIN ROAD
 PW0450'FOR 1.8 MILES TO RANCH BUILDING ON THE LEFT (KENDRICK
 PW0450'CATTLE COMPANY), CONTINUE ON MAIN ROAD AND GO EAST AND NORTH
 PW0450'FOR 1.4 MILES TO A CATTLE GUARD AND TOP OF RIDGE, CONTINUE
 PW0450'NORTHERLY ON MAIN ROAD FOR 0.7 MILE TO A BRIDGE,
 PW0450'CONTINUE NORTHERLY ON MAIN ROAD FOR 1.2 MILES TO A
 PW0450'NORTH-SOUTH RIDGE AND A DIM SIDE ROAD RIGHT.  TURN RIGHT AND
 PW0450'GO SOUTH ALONG TOP OF RIDGE ON THE DIM TRACK ROAD FOR 1.1
 PW0450'MILES TO A GATE, PASS THROUGH THE GATE AND CONTINUE
 PW0450'SOUTH ON THE DIM TRACK ROAD FOR 0.4 MILE TO A SMALL KNOLL ON
 PW0450'THE LEFT AND THE STATION.
 PW0450'
 PW0450'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28.5 MILES
 PW0450'NORTHEAST OF SHERIDAN, 20.0 MILES NORTH-NORTHWEST OF LEITER
 PW0450'AND ON THE MONTANA AND WYOMING STATE LINE.
 PW0450
 PW0450                          STATION RECOVERY (1971)
 PW0450
 PW0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PW0450'DESCRIPTION AND POSITION LISTED IN NGS QUAD 44106-1, STATION 1007.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0506 ***********************************************************************
 PX0506  DESIGNATION -  WYMONT
 PX0506  PID         -  PX0506
 PX0506  STATE/COUNTY-  WY/PARK
 PX0506  USGS QUAD   -  DEEP LAKE (1991)
 PX0506
 PX0506                         *CURRENT SURVEY CONTROL
 PX0506  ___________________________________________________________________
 PX0506* NAD 83(1993)-  44 59 23.11593(N)    109 25 10.60016(W)     ADJUSTED  
 PX0506* NAVD 88     -      3345.5    (meters)   10976.     (feet)  VERTCON   
 PX0506  ___________________________________________________________________
 PX0506  LAPLACE CORR-         -21.88  (seconds)                    DEFLEC99
 PX0506  GEOID HEIGHT-          -9.04  (meters)                     GEOID03
 PX0506
 PX0506  HORZ ORDER  -  THIRD
 PX0506
 PX0506.The horizontal coordinates were established by classical geodetic methods
 PX0506.and adjusted by the National Geodetic Survey in January 1997..
 PX0506
 PX0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 PX0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PX0506
 PX0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 PX0506
 PX0506.The geoid height was determined by GEOID03.
 PX0506
 PX0506;                    North         East     Units Scale Factor Converg.
 PX0506;SPC WYWC     -   498,943.991   547,197.169   MT  0.99997177   -0 28 24.3
 PX0506;SPC MT       -    82,229.023   606,339.573   MT  1.00000616   +0 03 31.7
 PX0506;SPC MT       -   269,780.26  1,989,303.06   iFT  1.00000616   +0 03 31.7
 PX0506;UTM  12      - 4,983,027.107   624,581.042   MT  0.99979084   +1 07 02.8
 PX0506
 PX0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PX0506!SPC WYWC     -   0.99947716  x   0.99997177  =   0.99944895
 PX0506!SPC MT       -   0.99947716  x   1.00000616  =   0.99948332
 PX0506!UTM  12      -   0.99947716  x   0.99979084  =   0.99926811
 PX0506
 PX0506:                Primary Azimuth Mark                     Grid Az
 PX0506:SPC WYWC     -  TWIN                                     357 28 54.0
 PX0506:SPC MT       -  TWIN                                     356 56 58.0
 PX0506:UTM  12      -  TWIN                                     355 53 26.9
 PX0506
 PX0506|---------------------------------------------------------------------|
 PX0506| PID    Reference Object                     Distance      Geod. Az  |
 PX0506|                                                           dddmmss.s |
 PX0506| QW0602 TWIN                                APPROX. 2.5 KM 3570029.7 |
 PX0506|---------------------------------------------------------------------|
 PX0506
 PX0506                          SUPERSEDED SURVEY CONTROL
 PX0506
 PX0506  NAD 83(1993)-  44 59 23.11146(N)    109 25 10.57978(W) AD(       ) 3
 PX0506  NAD 83(1986)-  44 59 23.10652(N)    109 25 10.56758(W) AD(       ) 3
 PX0506  NGVD 29 (09/11/89) 3344.0    (m)        10971.     (f) VERT ANG       
 PX0506
 PX0506.Superseded values are not recommended for survey control.
 PX0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0506.See file dsdata.txt to determine how the superseded data were derived.
 PX0506
 PX0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ2458183027(NAD 83)
 PX0506_MARKER: DS = TRIANGULATION STATION DISK
 PX0506_SETTING: 0 = UNSPECIFIED SETTING
 PX0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0506
 PX0506  HISTORY     - Date     Condition        Report By
 PX0506  HISTORY     - 1931     MONUMENTED       USGS
 PX0506
 PX0506                          STATION DESCRIPTION
 PX0506
 PX0506'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 PX0506'DESCRIPTION BY USGS IN 1947 - LOCATED IN THE SW. CORNER OF SEC. 22,
 PX0506'T.58 N., R.104 W., ON A HIGH GRASSY HILL WITH A PORPHYRY DYKE RUNNING
 PX0506'N.AND S. ACROSS THE HILL.  STATION IS LOCATED ABOUT 22 FT. E. OF THE
 PX0506'DYKE AND NEAR THE S. END.  STATION IS ABOUT 0.7 MI. SE. OF TWIN LAKES,
 PX0506'ABOUT 1.4 MI. S. AND W. OF MONUMENT NO.82 ON THE WYOMING-MONTANA STATE
 PX0506'LINE AND ON THE HIGHEST POINT ON THE DIVIDE BETWEEN WYOMING CREEK TO
 PX0506'THE E. AND TWIN LAKES TO THE W.
 PX0506'
 PX0506'TO REACH STATION FROM RED LODGE, MONTANA, FOLLOW THE COOKE CITY
 PX0506'HIGHWAY TOWARD COOK CITY FOR ABOUT 27 MI. TO A SADDLE AT THE HEAD OF
 PX0506'WYOMING CREEK AND AT THE BEGINNING OF SWITCHBACKS.  LEAVE TRUCK AT
 PX0506'TURN OUT ON HIGHWAY AND CLIMB TO TOP OF HIGHEST POINT TO NE. ABOUT
 PX0506'2000 FT. DISTANCE.  STATION IS LOCATED ABOUT CENTER OF HILL.
 PX0506'
 PX0506'STATION MARK - STANDARD STATION TABLET STAMPED---WYMONT 1931---
 PX0506'STAMPED---VABM 10971--- CEMENTED IN WEDGE OF ROCK WITH CAIRN
 PX0506'SUPPORTING THE ROCK.  THIS STATION IS NOT SOLID.
 PX0506'
 PX0506'REFERENCE MARK - STANDARD REFERENCE MARK TABLET STAMPED---WYMONT
 PX0506'1931--- CEMENTED IN ROCK OUTCROP 6.31 FT. FROM STATION IN TRUE
 PX0506'AZIMUTH 219 DEGREES 24 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1250 ***********************************************************************
 PY1250  DESIGNATION -  WYODAHO
 PY1250  PID         -  PY1250
 PY1250  STATE/COUNTY-  WY/TETON
 PY1250  USGS QUAD   -  CAVE FALLS (1989)
 PY1250
 PY1250                         *CURRENT SURVEY CONTROL
 PY1250  ___________________________________________________________________
 PY1250* NAD 83(1993)-  44 13 51.46662(N)    110 59 30.63653(W)     ADJUSTED  
 PY1250* NAVD 88     -      2088.7    (meters)    6853.     (feet)  VERTCON   
 PY1250  ___________________________________________________________________
 PY1250  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 PY1250  GEOID HEIGHT-          -9.25  (meters)                     GEOID03
 PY1250
 PY1250  HORZ ORDER  -  THIRD
 PY1250
 PY1250.The horizontal coordinates were established by classical geodetic methods
 PY1250.and adjusted by the National Geodetic Survey in January 1997..
 PY1250
 PY1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 PY1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PY1250
 PY1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 PY1250
 PY1250.The geoid height was determined by GEOID03.
 PY1250
 PY1250;                    North         East     Units Scale Factor Converg.
 PY1250;SPC WY W     -   514,812.462   727,419.576   MT  1.00000226   -0 38 01.5
 PY1250;UTM  12      - 4,897,525.940   500,651.400   MT  0.99960001   +0 00 20.5
 PY1250
 PY1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PY1250!SPC WY W     -   0.99967405  x   1.00000226  =   0.99967631
 PY1250!UTM  12      -   0.99967405  x   0.99960001  =   0.99927419
 PY1250
 PY1250:                Primary Azimuth Mark                     Grid Az
 PY1250:SPC WY W     -  MOOSE                                    254 34 29.2
 PY1250:UTM  12      -  MOOSE                                    253 56 07.2
 PY1250
 PY1250|---------------------------------------------------------------------|
 PY1250| PID    Reference Object                     Distance      Geod. Az  |
 PY1250|                                                           dddmmss.s |
 PY1250| PY1155 MOOSE                               APPROX.15.2 KM 2535627.7 |
 PY1250|---------------------------------------------------------------------|
 PY1250
 PY1250                          SUPERSEDED SURVEY CONTROL
 PY1250
 PY1250  NAD 83(1993)-  44 13 51.46709(N)    110 59 30.63338(W) AD(       ) 3
 PY1250  NAD 83(1986)-  44 13 51.46267(N)    110 59 30.61333(W) AD(       ) 3
 PY1250  NAD 27      -  44 13 51.76492(N)    110 59 27.78157(W) AD(       ) 3
 PY1250  NGVD 29 (07/19/86) 2087.4    (m)         6848.     (f) VERT ANG       
 PY1250
 PY1250.Superseded values are not recommended for survey control.
 PY1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1250.See file dsdata.txt to determine how the superseded data were derived.
 PY1250
 PY1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP0065197526(NAD 83)
 PY1250_MARKER: DD = SURVEY DISK
 PY1250_SETTING: 66 = SET IN ROCK OUTCROP
 PY1250_SP_SET: SET IN ROCK OUTCROP
 PY1250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1250+STABILITY: POSITION/ELEVATION WELL
 PY1250
 PY1250  HISTORY     - Date     Condition        Report By
 PY1250  HISTORY     - 1955     MONUMENTED       USGS
 PY1250
 PY1250                          STATION DESCRIPTION
 PY1250
 PY1250'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 PY1250'STATION LOCATED IN SW. CORNER OF YELLOWSTONE NATIONAL PARK, ABOUT
 PY1250'2.75 MI. (AIRLINE) E. OF IDAHO-WYOMING STATE BOUNDARY LINE, ABOUT
 PY1250'1.0 MI. (AIRLINE) E. OF YELLOWSTONE NATIONAL PARK SNOWSHOE CABIN,
 PY1250'ABOUT 5.0 MI. (AIRLINE) E. OF YELLOWSTONE NATIONAL PARK W. BOUNDARY
 PY1250'LINE, ABOUT 7.0 MI. (AIRLINE) NE. OF BECHLER RANGER STATION.  ON A
 PY1250'PROMINENT BUT RELATIVELY LOW ROCKY CLIFF POINT ON FIRST LOW RIDGE N.
 PY1250'OF BECHLER MEADOWS AND ABOUT 1.5 MI. W. OF OUZEL FALLS, AND NEAR
 PY1250'WYODAHO LAKE.
 PY1250'
 PY1250'TO REACH FROM ASHTON, IDAHO, POST OFFICE, GO E. AND NE. 5.8 MI. ALONG
 PY1250'U.S. HIGHWAY 191 AND 20 TO HIGHWAY JUNCTION WITH IDAHO STATE ROAD 47,
 PY1250'TURN E. ON STATE ROUTE 47 (ALSO CALLED CAVE FALLS ROAD) AND GO 16.7
 PY1250'MI. TO T-RD. JUNCTION NEAR YELLOWSTONE NATIONAL PARK BOUNDARY AT SIGN
 PY1250'READING BECHLER RANGER STATION, LEAVE MAIN HIGHWAY 47 AND TURN N. ON
 PY1250'GRADED RD. TO RANGER STATION, GO N. AND NE. 1.5 MI. TO BECHLER RANGER
 PY1250'STATION AND END OF TRUCK TRAVEL.  BACK PACK NE. APPROXIMATELY 7.0 MI.
 PY1250'ALONG BECHLER RIVER TRAIL, TO FIRST FORD CROSSING BECHLER RIVER, AT
 PY1250'A TRAIL FORK.  TAKE LEFT FORK ALONG W. BANK OF BECHLER RIVER AND GO
 PY1250'N. AND NE. ABOUT 1.5 MI. ALONG TRAIL LEADING TO OUZEL FALLS.  LEAVE
 PY1250'TRAIL NEAR S. FOOT OF FIRST RIDGE SLOPE ON N. EDGE OF BECHLER
 PY1250'MEADOWS AND CLIMB THE LOW RIDGE WESTERLY TO PROMINENT LOW ROCKY
 PY1250'CLIFF POINTS.  ON HIGHEST AND MOST PROMINENT CLIFF POINT.  THIS
 PY1250'POINT IS VISIBLE FROM W., S., AND E. AND IS NEAR AND E. OF WYODAHO
 PY1250'LAKE.
 PY1250'
 PY1250'STATION MARK--STANDARD USGS TABLET, STAMPED ---WYODAHO 1955---,
 PY1250'CEMENTED FLUSH IN ROCK OUTCROP, APPROXIMATELY 9 FT. N. OF POINT
 PY1250'OF CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0655 ***********************************************************************
 NT0655  DESIGNATION -  WYOMING PEAK
 NT0655  PID         -  NT0655
 NT0655  STATE/COUNTY-  WY/LINCOLN
 NT0655  USGS QUAD   -  WYOMING PEAK (1980)
 NT0655
 NT0655                         *CURRENT SURVEY CONTROL
 NT0655  ___________________________________________________________________
 NT0655* NAD 83(1993)-  42 36 15.61366(N)    110 37 25.70554(W)     ADJUSTED  
 NT0655* NAVD 88     -      3481.6    (meters)   11423.     (feet)  VERTCON   
 NT0655  ___________________________________________________________________
 NT0655  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 NT0655  GEOID HEIGHT-         -10.82  (meters)                     GEOID03
 NT0655
 NT0655  HORZ ORDER  -  FIRST
 NT0655
 NT0655.The horizontal coordinates were established by classical geodetic methods
 NT0655.and adjusted by the National Geodetic Survey in January 1997..
 NT0655
 NT0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 NT0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NT0655
 NT0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 NT0655
 NT0655.The geoid height was determined by GEOID03.
 NT0655
 NT0655;                    North         East     Units Scale Factor Converg.
 NT0655;SPC WY W     -   333,844.379   755,650.243   MT  0.99996169   -0 21 57.1
 NT0655;UTM  12      - 4,716,947.209   530,858.893   MT  0.99961172   +0 15 16.8
 NT0655
 NT0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NT0655!SPC WY W     -   0.99945596  x   0.99996169  =   0.99941767
 NT0655!UTM  12      -   0.99945596  x   0.99961172  =   0.99906789
 NT0655
 NT0655:                Primary Azimuth Mark                     Grid Az
 NT0655:SPC WY W     -  BEACON SOUTH OF STA TULSA                142 05 56.4
 NT0655:UTM  12      -  BEACON SOUTH OF STA TULSA                141 28 42.5
 NT0655
 NT0655|---------------------------------------------------------------------|
 NT0655| PID    Reference Object                     Distance      Geod. Az  |
 NT0655|                                                           dddmmss.s |
 NT0655| NT0632 BEACON SOUTH OF STA TULSA           APPROX.40.3 KM 1414359.3 |
 NT0655| CP6076 WYOMING PEAK AZ MK                                 1951521.4 |
 NT0655| CP6079 WYOMING PEAK RM 3                    13.050 METERS 19937     |
 NT0655| CP6077 WYOMING PEAK RM 1                     8.982 METERS 22325     |
 NT0655| NT0654 WYOMING PEAK LOOKOUT                  3.800 METERS 25336     |
 NT0655| CP6080 WYOMING PEAK                          3.037 METERS 29435     |
 NT0655| CP6078 WYOMING PEAK RM 2                    21.300 METERS 31249     |
 NT0655| NT0661 CABIN                               APPROX.31.7 KM 3355527.2 |
 NT0655|---------------------------------------------------------------------|
 NT0655
 NT0655                          SUPERSEDED SURVEY CONTROL
 NT0655
 NT0655  NAD 83(1993)-  42 36 15.61315(N)    110 37 25.70699(W) AD(       ) 1
 NT0655  NAD 83(1986)-  42 36 15.59596(N)    110 37 25.69147(W) AD(       ) 1
 NT0655  NAD 27      -  42 36 15.82900(N)    110 37 23.04200(W) AD(       ) 1
 NT0655  NGVD 29 (07/19/86) 3480.1    (m)        11418.     (f) VERT ANG       
 NT0655
 NT0655.Superseded values are not recommended for survey control.
 NT0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0655.See file dsdata.txt to determine how the superseded data were derived.
 NT0655
 NT0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN3085916947(NAD 83)
 NT0655_MARKER: DS = TRIANGULATION STATION DISK
 NT0655_SETTING: 80 = SET IN A BOULDER
 NT0655_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 NT0655
 NT0655  HISTORY     - Date     Condition        Report By
 NT0655  HISTORY     - 1933     MONUMENTED       CGS
 NT0655  HISTORY     - 1946     SEE DESCRIPTION  CGS
 NT0655  HISTORY     - 1974     GOOD             USGS
 NT0655
 NT0655                          STATION DESCRIPTION
 NT0655
 NT0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (CIA)
 NT0655'ABOUT 26 MILES WEST OF BIG PINEY, IN SEC. 11, T. 30 N., R. 116 W.
 NT0655'ON HIGH MOUNTAIN PEAK KNOWN AS WYOMING PEAK, 11,400 FEET
 NT0655'IN ELEVATION.  TO REACH FROM BIG PINEY, GO NORTH FROM BURNEY AND
 NT0655'CO.S STORE ON STATE HIGHWAY 287 0.15 MILE, TURN LEFT OFF HIGHWAY
 NT0655'AND GO WEST 1.0 MILE, TAKE LEFT FORK AND GO 0.8 MILE TO T-FORK.
 NT0655'TURN RIGHT AND FOLLOW MAIN-TRAVELED ROAD 4.25 MILES, TAKE
 NT0655'RIGHT FORK (GRADED ROAD) AND GO 4.55 MILES, TAKE RIGHT FORK
 NT0655'AT SIGN BOARD READING MIDDLE PINEY LAKE 17.0 MI. AND GO 0.15
 NT0655'MILE, THEN TO RIGHT ON MAIN ROAD 4.6 MILES, THEN RIGHT AT OLD
 NT0655'LOG SCHOOLHOUSE AND GO 5.6 MILES ON MAIN ROAD TO FOREST BOUNDARY
 NT0655'LINE AND SIGN READING WYOMING PEAK 11 MI.  CONTINUE 1.6
 NT0655'MILES, THEN FOLLOW LEFT FORK 0.15 MILE, RIGHT FORK (MAIN
 NT0655'ROAD) 0.3 MILE, TAKE LEFT FORK AT SIGN READING MIDDLE
 NT0655'PINEY LAKE 4 MI, AND GO 0.6 MILE TO CROSSROADS, CONTINUE STRAIGHT
 NT0655'AHEAD 0.5 MILE, THEN ALONG RIGHT FORK 1.7 MILES TO GOOD CAMP
 NT0655'GROUND.  FROM HERE CROSS CREEK AND FOLLOW ROAD ALONG
 NT0655'RIGHT SIDE OF CREEK TO LAKE, FOLLOW PACK TRAIL ALONG LEFT
 NT0655'SIDE OF LAKE, CROSS CREEK AT THE HEAD OF LAKE AND FOLLOW
 NT0655'WELL-BLAZED TRAIL TO FORK ON SIDE OF STEEP HILL WITH SMALL
 NT0655'TRIANGLE BLAZED ON DRY POST TO THE RIGHT OF TRAIL.  TAKE RIGHT
 NT0655'FORK (TOP OF WYOMING PEAK CAN BE SEEN STRAIGHT AHEAD) AND GO
 NT0655'ABOUT 1/4 MILE, TAKE LEFT FORK JUST AFTER CROSSING CREEK AND
 NT0655'FOLLOW TRAIL UP DRAW TO ITS HEAD (WHICH IS BETWEEN WYOMING
 NT0655'PEAK AND ANOTHER PEAK TO THE LEFT OF WYOMING PEAK).  AFTER
 NT0655'REACHING HEAD OF DRAW TURN RIGHT ONTO RIDGE, THEN LEFT UP RIDGE
 NT0655'TO PEAK.  WYOMING PEAK HAS A LARGE ROCK CAIRN AND FOREST SERVICE
 NT0655'TELEPHONE ON TOP, A 3-HOURS PACK FROM THE CAMP GROUNDS WITH
 NT0655'HORSES.  STATION IS 21 FEET NORTHEAST OF FOREST SERVICE
 NT0655'TELEPHONE, AND APPROXIMATELY 1/2 MILE NORTHEAST OF LOWER PEAK.
 NT0655'SURFACE MARK IS STANDARD DISK STATION MARK IN ROCK.
 NT0655'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BOULDERS.
 NT0655'NO. 1 IS 8.965 METERS (29.41 FEET) FROM STATION.
 NT0655'NO. 2 IS 21.43 METERS (70.31 FEET)
 NT0655'FROM STATION.  BEARING FROM
 NT0655'STATION TO PEAK, DISTANT ABOUT 1/2 MILE TO SOUTHWEST IS S 15
 NT0655'DEG 15 MIN W.  AND TO BEACON WEST OF STATION TULSA S 38 DEG
 NT0655'16 MIN E.  ELEVATION--3,480.1 METERS
 NT0655'(11,418 FEET).
 NT0655
 NT0655                          STATION RECOVERY (1946)
 NT0655
 NT0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CL)
 NT0655'THE STATION WAS FOUND AS DESCRIBED AND ALL THE MARKS ARE IN GOOD
 NT0655'CONDITION.  IT IS ON THE HIGHEST PEAK ON THE RANGE BETWEEN BIG
 NT0655'PINEY AND AFTON.  IT IS A STANDARD DISK STAMPED WYOMING PEAK
 NT0655'1933, SET IN A ROCK OUTCROP PROJECTING ABOUT 2 INCHES.  IT IS ON
 NT0655'THE HIGHEST PART OF THE MOUNTAIN AND 1-1/2 FEET EAST OF THE
 NT0655'NORTHEAST CORNER OF THE CABIN.
 NT0655'
 NT0655'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WYOMING PEAK
 NT0655'NO. 1 1933, SET IN ROCK OUTCROP PROJECTING ABOUT 3 INCHES.  IT
 NT0655'IS 10 FEET SOUTH OF THE CENTER OF THE CABIN, AND ABOUT 1 FOOT
 NT0655'LOWER THAN THE STATION.
 NT0655'
 NT0655'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WYOMING PEAK NO.
 NT0655'2 1933, SET IN ROCK OUTCROP FLUSH WITH THE ROCK SLIDE.  IT IS 25
 NT0655'FEET WEST OF THE WALK, 19 FEET NORTHWEST OF A GUY WIRE, AND ABOUT
 NT0655'6 FEET LOWER THAN THE STATION.
 NT0655'
 NT0655'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED WYOMING PEAK NO.
 NT0655'3 1946, SET IN A BURIED BOULDER, ABOUT 1 FOOT UNDER THE ROCKS.
 NT0655'IT IS AT NORTH EDGE OF THE HORSE TRAIL, AND ABOUT 6 FEET LOWER
 NT0655'THAN THE STATION.
 NT0655'
 NT0655'THERE IS A U.S.G.S. MARK WITH NO STAMPING ON IT SET IN A ROCK
 NT0655'OUTCROP PROJECTING ABOUT 2 INCHES.  IT IS 1 FOOT NORTH OF THE
 NT0655'CENTER OF THE CABIN.
 NT0655'
 NT0655'TO REACH THE STATION FROM AFTON GO SOUTH ON HIGHWAY 89 FOR 15.0
 NT0655'MILES TO NEAR THE TOP OF A LONG HILL.  TURN LEFT (EAST) ON A
 NT0655'ONE-TRACK ROAD AND GO 25 MILES TO A FORK, TAKE THE LEFT FORK
 NT0655'STRAIGHT AHEAD FOR 7.0 MILES TO A SIGN ON THE RIGHT HORSE
 NT0655'TRAIL.  TURN RIGHT ON HORSE TRAIL, AND GO SOUTHEAST FOR ABOUT
 NT0655'3.0 MILES TO THE HIGHEST PEAK AND THE STATION AS DESCRIBED
 NT0655'ABOVE.
 NT0655
 NT0655                          STATION RECOVERY (1974)
 NT0655
 NT0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 NT0655'RECOVERED.
 NT0655'
 NT0655'STATION MARK--STANDARD DISK, STAMPED ---WYOMING PEAK 1933---, SET IN
 NT0655'A ROCK OUTCROP PROJECTING ABOUT 2 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0475 ***********************************************************************
 PW0475  DESIGNATION -  WYOMING POLICE RAD KOF 259 MST
 PW0475  PID         -  PW0475
 PW0475  STATE/COUNTY-  WY/SHERIDAN
 PW0475  USGS QUAD   -  BANNER (1977)
 PW0475
 PW0475                         *CURRENT SURVEY CONTROL
 PW0475  ___________________________________________________________________
 PW0475* NAD 83(1993)-  44 36 11.78375(N)    106 45 22.93331(W)     ADJUSTED  
 PW0475* NAVD 88     -                                                        
 PW0475  ___________________________________________________________________
 PW0475  LAPLACE CORR-         -14.32  (seconds)                    DEFLEC99
 PW0475  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 PW0475
 PW0475  HORZ ORDER  -  THIRD
 PW0475
 PW0475.The horizontal coordinates were established by classical geodetic methods
 PW0475.and adjusted by the National Geodetic Survey in January 1997..
 PW0475
 PW0475
 PW0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 PW0475
 PW0475.The geoid height was determined by GEOID03.
 PW0475
 PW0475;                    North         East     Units Scale Factor Converg.
 PW0475;SPC WYEC     -   555,941.664   445,801.688   MT  0.99996329   +0 24 18.5
 PW0475;UTM  13      - 4,940,380.978   360,618.872   MT  0.99983891   -1 14 00.6
 PW0475
 PW0475                          SUPERSEDED SURVEY CONTROL
 PW0475
 PW0475  NAD 83(1986)-  44 36 11.76710(N)    106 45 22.90423(W) AD(       ) 4
 PW0475  NAD 27      -  44 36 11.86400(N)    106 45 20.70800(W) AD(       ) 3
 PW0475
 PW0475.Superseded values are not recommended for survey control.
 PW0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0475.See file dsdata.txt to determine how the superseded data were derived.
 PW0475
 PW0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK6061940381(NAD 83)
 PW0475_MARKER: 42 = RADIO/TV MAST
 PW0475
 PW0475  HISTORY     - Date     Condition        Report By
 PW0475  HISTORY     - 1957     FIRST OBSERVED   CGS
 PW0475
 PW0475                          STATION DESCRIPTION
 PW0475
 PW0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 PW0475'THE STATION IS 16 MILES SOUTHEAST OF SHERIDAN, 6 MILES EAST OF
 PW0475'BANNER AND 0.2 MILE SOUTHWEST OF U.S. HIGHWAY 14.  IT IS A
 PW0475'STRUCTURAL STEEL MAST, HAVING A GROUP OF ANTENNAS OF VARYING
 PW0475'SIZE ATTACHED TO IT.  THE POINT OBSERVED WAS THE TOP-CENTER
 PW0475'OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0340 ***********************************************************************
 MR0340  DESIGNATION -  WYOMING SW COR AZ MK
 MR0340  PID         -  MR0340
 MR0340  STATE/COUNTY-  WY/UINTA
 MR0340  USGS QUAD   -  PORCUPINE RIDGE (1991)
 MR0340
 MR0340                         *CURRENT SURVEY CONTROL
 MR0340  ___________________________________________________________________
 MR0340* NAD 83(1986)-  41 00 33.     (N)    111 02 44.     (W)     SCALED    
 MR0340* NAVD 88     -      2134.961  (meters)    7004.45   (feet)  ADJUSTED  
 MR0340  ___________________________________________________________________
 MR0340  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MR0340  DYNAMIC HT  -        2132.916 (meters)    6997.74  (feet)  COMP
 MR0340  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 MR0340
 MR0340  VERT ORDER  -  SECOND    CLASS 0
 MR0340
 MR0340.The horizontal coordinates were scaled from a topographic map and have
 MR0340.an estimated accuracy of +/- 6 seconds.
 MR0340
 MR0340.The orthometric height was determined by differential leveling
 MR0340.and adjusted by the National Geodetic Survey in June 1991..
 MR0340
 MR0340.The geoid height was determined by GEOID03.
 MR0340
 MR0340.The dynamic height is computed by dividing the NAVD 88
 MR0340.geopotential number by the normal gravity value computed on the
 MR0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0340.degrees latitude (g = 980.6199 gals.).
 MR0340
 MR0340.The modeled gravity was interpolated from observed gravity values.
 MR0340
 MR0340;                    North         East    Units  Estimated Accuracy
 MR0340;SPC WY W     -   156,990.      719,060.      MT  (+/- 180 meters Scaled)
 MR0340
 MR0340                          SUPERSEDED SURVEY CONTROL
 MR0340
 MR0340  NGVD 29 (??/??/92) 2133.550  (m)         6999.82   (f) ADJ UNCH    2 0
 MR0340
 MR0340.Superseded values are not recommended for survey control.
 MR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0340.See file dsdata.txt to determine how the superseded data were derived.
 MR0340
 MR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL961397(NAD 83)
 MR0340_MARKER: DZ = AZIMUTH MARK DISK
 MR0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0340_STAMPING: WYOMING SW CORNER USGS 1938
 MR0340_MARK LOGO: USGS  
 MR0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0340+STABILITY: SURFACE MOTION
 MR0340
 MR0340  HISTORY     - Date     Condition        Report By
 MR0340  HISTORY     - 1938     MONUMENTED       CGS
 MR0340  HISTORY     - 1962     GOOD             NGS
 MR0340
 MR0340                          STATION DESCRIPTION
 MR0340
 MR0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 MR0340'24.1 MI NE FROM COALVILLE.
 MR0340'24.1 MILES NORTHEAST ALONG STATE HIGHWAY 133 FROM THE COUNTY
 MR0340'COURTHOUSE AT COALVILLE, AT THE UTAH-WYOMING STATE LINE, 20 1/2 FEET
 MR0340'SOUTH OF THE CENTER LINE OF THE ROAD, 126.3 FEET SOUTHEAST AND ACROSS
 MR0340'THE HIGHWAY FROM THE SOUTHEAST CORNER OF CORRUGATED METAL BUILDING
 MR0340'134, 23 FEET NORTH-NORTHEAST OF THE CENTER LINE OF A DIRT ROAD
 MR0340'EAST-SOUTHEAST, 94 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM
 MR0340'TELEPHONE POLE 1861, 1.0 FOOT NORTHWEST OF A FENCE CORNER, 0.9 FOOT
 MR0340'WEST-NORTHWEST OF A FENCE, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT
 MR0340'1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MR0340'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0242 ***********************************************************************
 NS0242  DESIGNATION -  WYOPO
 NS0242  PID         -  NS0242
 NS0242  STATE/COUNTY-  WY/FREMONT
 NS0242  USGS QUAD   -  LANDER (1978)
 NS0242
 NS0242                         *CURRENT SURVEY CONTROL
 NS0242  ___________________________________________________________________
 NS0242* NAD 83(1993)-  42 51 13.32063(N)    108 41 25.02378(W)     ADJUSTED  
 NS0242* NAVD 88     -      1621.5    (meters)    5320.     (feet)  VERTCON   
 NS0242  ___________________________________________________________________
 NS0242  LAPLACE CORR-         -14.02  (seconds)                    DEFLEC99
 NS0242  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 NS0242
 NS0242  HORZ ORDER  -  THIRD
 NS0242
 NS0242.The horizontal coordinates were established by classical geodetic methods
 NS0242.and adjusted by the National Geodetic Survey in January 1997..
 NS0242
 NS0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 NS0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NS0242
 NS0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 NS0242
 NS0242.The geoid height was determined by GEOID03.
 NS0242
 NS0242;                    North         East     Units Scale Factor Converg.
 NS0242;SPC WYWC     -   261,403.884   604,880.501   MT  0.99993779   +0 02 26.2
 NS0242;UTM  12      - 4,747,156.377   688,711.065   MT  1.00003813   +1 34 16.9
 NS0242
 NS0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NS0242!SPC WYWC     -   0.99974770  x   0.99993779  =   0.99968550
 NS0242!UTM  12      -   0.99974770  x   1.00003813  =   0.99978582
 NS0242
 NS0242:                Primary Azimuth Mark                     Grid Az
 NS0242:SPC WYWC     -  WYOPO AZ MK                              026 44 51.4
 NS0242:UTM  12      -  WYOPO AZ MK                              025 13 00.7
 NS0242
 NS0242|---------------------------------------------------------------------|
 NS0242| PID    Reference Object                     Distance      Geod. Az  |
 NS0242|                                                           dddmmss.s |
 NS0242| CP6082 WYOPO AZ MK                                        0264717.6 |
 NS0242| CP6083 WYOPO RM 1                                         10003     |
 NS0242| NS0237 LANDER B AND R HOSP SW COR STK      APPROX. 4.7 KM 2255450.9 |
 NS0242| CP6084 WYOPO RM 2                                         35203     |
 NS0242|---------------------------------------------------------------------|
 NS0242
 NS0242                          SUPERSEDED SURVEY CONTROL
 NS0242
 NS0242  NAD 83(1986)-  42 51 13.30525(N)    108 41 25.02927(W) AD(       ) 3
 NS0242  NAD 27      -  42 51 13.47100(N)    108 41 22.60600(W) AD(       ) 3
 NS0242  NGVD 29 (11/06/89) 1620.5    (m)         5317.     (f) VERT ANG       
 NS0242
 NS0242.Superseded values are not recommended for survey control.
 NS0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0242.See file dsdata.txt to determine how the superseded data were derived.
 NS0242
 NS0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN8871147156(NAD 83)
 NS0242_MARKER: DS = TRIANGULATION STATION DISK
 NS0242_SETTING: 0 = UNSPECIFIED SETTING
 NS0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0242
 NS0242  HISTORY     - Date     Condition        Report By
 NS0242  HISTORY     - 1936     MONUMENTED       CGS
 NS0242  HISTORY     - 1950     GOOD             USGS
 NS0242
 NS0242                          STATION DESCRIPTION
 NS0242
 NS0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 NS0242'ABOUT 2 MILES NORTHEAST OF LANDER, ON GRAVEL HILL 50 YARDS
 NS0242'EAST OF U.S. HIGHWAY 287, AND 50 YARDS NORTHEAST OF LARGE
 NS0242'BLACK OIL STORAGE TANK OF DERBY DOME WYOMING OIL COMPANY.
 NS0242'TO REACH FROM HIGHWAY FORKS AT EAST END OF MAIN STREET IN
 NS0242'LANDER, TAKE LEFT FORK AND FOLLOW U.S. HIGHWAY 287 NORTH 2.3
 NS0242'MILES TO DIRT ROAD ON RIGHT ABOUT 30 YARDS SOUTH OF LARGE
 NS0242'BLACK OIL TANK.  LEAVE HIGHWAY AND KEEPING TO TWO LEFT FORKS,
 NS0242'CIRCLE AROUND BACK OF OIL TANK 0.1 MILE TO STATION, 6 FEET
 NS0242'NORTH OF EAST-WEST FENCE AND 40 FEET EAST OF FENCE CORNER.
 NS0242'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS IN
 NS0242'CONCRETE.  UPPER MARK PROJECTS 3 INCHES ABOVE GROUND.
 NS0242'REFERENCE MARKS ARE STANDARD DISKS IN CONCRETE,
 NS0242'PROJECTING 3 INCHES ABOVE GROUND.  NO. 1 IS 4.855
 NS0242'METERS (15.93 FEET) EAST OF STATION S 79 DEG 03 MIN E,
 NS0242'AND NO. 2, 6.688 METERS (21.94 FEET) NORTH N 07 DEG 57 MIN W.
 NS0242'AZIMUTH MARK IS STANDARD DISK IN
 NS0242'BOULDER, ABOUT 100 YARDS EAST OF TELEPHONE POLE
 NS0242'NO. 1732 ON EAST SIDE OF U.S. HIGHWAY 287, ABOUT 150 FEET
 NS0242'HIGHER IN ELEVATION THAN HIGHWAY, AND APPROXIMATELY
 NS0242'0.8 MILE NORTH OF STATION N 26 DEG 47 MIN E.
 NS0242'DISTANCE BETWEEN REFERENCE MARKS IS 9.398 METERS
 NS0242'(30.83 FEET).
 NS0242
 NS0242                          STATION RECOVERY (1950)
 NS0242
 NS0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 NS0242'RECOVERY NOTE BY USGS, 1950--STATION FOUND AS DESCRIBED AND FOUND IN
 NS0242'GOOD CONDITION.
 NS0242'
 NS0242'STATION MARK--STANDARD DISK IN CONCRETE, UPPER MARK PROJECTS 3 IN.
 NS0242'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0156 ***********************************************************************
 MO0156  DESIGNATION -  X
 MO0156  PID         -  MO0156
 MO0156  STATE/COUNTY-  WY/LARAMIE
 MO0156  USGS QUAD   -  ROUND TOP LAKE (1994)
 MO0156
 MO0156                         *CURRENT SURVEY CONTROL
 MO0156  ___________________________________________________________________
 MO0156* NAD 83(1986)-  41 11 11.     (N)    104 57 21.     (W)     SCALED    
 MO0156* NAVD 88     -      1916.678  (meters)    6288.30   (feet)  ADJUSTED  
 MO0156  ___________________________________________________________________
 MO0156  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 MO0156  DYNAMIC HT  -        1914.972 (meters)    6282.70  (feet)  COMP
 MO0156  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 MO0156
 MO0156  VERT ORDER  -  FIRST     CLASS II
 MO0156
 MO0156.The horizontal coordinates were scaled from a topographic map and have
 MO0156.an estimated accuracy of +/- 6 seconds.
 MO0156
 MO0156.The orthometric height was determined by differential leveling
 MO0156.and adjusted by the National Geodetic Survey in June 1991..
 MO0156
 MO0156.The geoid height was determined by GEOID03.
 MO0156
 MO0156.The dynamic height is computed by dividing the NAVD 88
 MO0156.geopotential number by the normal gravity value computed on the
 MO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0156.degrees latitude (g = 980.6199 gals.).
 MO0156
 MO0156.The modeled gravity was interpolated from observed gravity values.
 MO0156
 MO0156;                    North         East    Units  Estimated Accuracy
 MO0156;SPC WY E     -    76,240.      217,690.      MT  (+/- 180 meters Scaled)
 MO0156
 MO0156                          SUPERSEDED SURVEY CONTROL
 MO0156
 MO0156  NGVD 29 (??/??/92) 1915.611  (m)         6284.80   (f) ADJ UNCH    1 2
 MO0156
 MO0156.Superseded values are not recommended for survey control.
 MO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0156.See file dsdata.txt to determine how the superseded data were derived.
 MO0156
 MO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF037594(NAD 83)
 MO0156_MARKER: Z = SEE DESCRIPTION
 MO0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0156_SP_SET: SANDSTONE
 MO0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0156+STABILITY: SURFACE MOTION
 MO0156
 MO0156  HISTORY     - Date     Condition        Report By
 MO0156  HISTORY     - UNK      MONUMENTED       CGS
 MO0156  HISTORY     - 1954     GOOD             NGS
 MO0156
 MO0156                          STATION DESCRIPTION
 MO0156
 MO0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 MO0156'8.5 MI NW FROM CHEYENNE.
 MO0156'0.6 MILE SOUTHWEST ALONG WEST 25TH STREET FROM THE STATE CAPITOL
 MO0156'BUILDING AT CHEYENNE, THENCE 7.9 MILES NORTHWEST ALONG THE
 MO0156'COLORADO AND SOUTHERN RAILROAD, 300 FEET NORTH OF NORTH CROW
 MO0156'CREEK, IN LINE WITH A ROW OF TELEPHONE POLES, 34.7 FEET NORTH
 MO0156'OF THE NORTH RAIL, 69 FEET WEST OF A TELEPHONE POLE, 15 FEET SOUTH
 MO0156'OF A FENCE, 2 FEET EAST OF A WITNESS POST, 0.25 MILE EAST OF
 MO0156'MILEPOST 127, IN THE TOP OF A SANDSTONE POST WHICH PROJECTS 0.5
 MO0156'FOOT ABOVE THE GROUND, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0150 ***********************************************************************
 OU0150  DESIGNATION -  X 100
 OU0150  PID         -  OU0150
 OU0150  STATE/COUNTY-  WY/NIOBRARA
 OU0150  USGS QUAD   -  BOGGY RESERVOIR (1981)
 OU0150
 OU0150                         *CURRENT SURVEY CONTROL
 OU0150  ___________________________________________________________________
 OU0150* NAD 83(1986)-  43 15 08.     (N)    104 34 35.     (W)     SCALED    
 OU0150* NAVD 88     -      1214.804  (meters)    3985.57   (feet)  ADJUSTED  
 OU0150  ___________________________________________________________________
 OU0150  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 OU0150  DYNAMIC HT  -        1214.188 (meters)    3983.55  (feet)  COMP
 OU0150  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 OU0150
 OU0150  VERT ORDER  -  SECOND    CLASS 0
 OU0150
 OU0150.The horizontal coordinates were scaled from a topographic map and have
 OU0150.an estimated accuracy of +/- 6 seconds.
 OU0150
 OU0150.The orthometric height was determined by differential leveling
 OU0150.and adjusted by the National Geodetic Survey in June 1991..
 OU0150
 OU0150.The geoid height was determined by GEOID03.
 OU0150
 OU0150.The dynamic height is computed by dividing the NAVD 88
 OU0150.geopotential number by the normal gravity value computed on the
 OU0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0150.degrees latitude (g = 980.6199 gals.).
 OU0150
 OU0150.The modeled gravity was interpolated from observed gravity values.
 OU0150
 OU0150;                    North         East    Units  Estimated Accuracy
 OU0150;SPC WY E     -   305,840.      247,930.      MT  (+/- 180 meters Scaled)
 OU0150
 OU0150                          SUPERSEDED SURVEY CONTROL
 OU0150
 OU0150  NGVD 29 (??/??/92) 1214.089  (m)         3983.22   (f) ADJ UNCH    2 0
 OU0150
 OU0150.Superseded values are not recommended for survey control.
 OU0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0150.See file dsdata.txt to determine how the superseded data were derived.
 OU0150
 OU0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH343889(NAD 83)
 OU0150_MARKER: DB = BENCH MARK DISK
 OU0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0150_STAMPING: X 100 1956
 OU0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0150+STABILITY: SURFACE MOTION
 OU0150
 OU0150  HISTORY     - Date     Condition        Report By
 OU0150  HISTORY     - 1956     MONUMENTED       CGS
 OU0150  HISTORY     - 1957     GOOD             NGS
 OU0150  HISTORY     - 1976     GOOD             USGS
 OU0150
 OU0150                          STATION DESCRIPTION
 OU0150
 OU0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0150'22.8 MI N FROM LANCE CREEK.
 OU0150'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT LANCE
 OU0150'CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE
 OU0150'13.55 MILES NORTHWEST ALONG A WINDING TRACK ROAD, THENCE 0.9
 OU0150'MILE NORTHWEST ALONG A DIM TRACK ROAD, 0.15 MILE NORTHWEST OF
 OU0150'THE FOOTHILLS, 73 FEET NORTHEAST OF THE CENTER LINE OF A TRACK
 OU0150'ROAD, 1.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 OU0150'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE
 OU0150'SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 38 NORTH, RANGE 64 WEST.
 OU0150
 OU0150                          STATION RECOVERY (1976)
 OU0150
 OU0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0150'LANCE CREEK POST OFFICE, 7.0 MILES EAST FROM ALONG STATE HWY. 270,
 OU0150'THENCE, MILES NORTH ALONG A GRADED DIRT ROAD, THENCE, 2.45 MILES TO
 OU0150'JUNCTION OF TRACK ROAD AND GRADED ROAD, THENCE, 0.8 MILE WEST ON
 OU0150'GRADED ROAD, IN SW 1/4 OF SEC. 20, T 38 N., R 64 W., 438 FEET NORTH
 OU0150'ALONG GRADED ROAD, 76 FEET EAST OF ROAD, SET IN THE TOP OF A CONCRETE
 OU0150'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND. A STANDARD DISK
 OU0150'STAMPED "X 100 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0075 ***********************************************************************
 MP0075  DESIGNATION -  X 101
 MP0075  PID         -  MP0075
 MP0075  STATE/COUNTY-  WY/ALBANY
 MP0075  USGS QUAD   -  ALBANY (1992)
 MP0075
 MP0075                         *CURRENT SURVEY CONTROL
 MP0075  ___________________________________________________________________
 MP0075* NAD 83(1986)-  41 10 58.     (N)    106 07 35.     (W)     SCALED    
 MP0075* NAVD 88     -      2555.055  (meters)    8382.71   (feet)  ADJUSTED  
 MP0075  ___________________________________________________________________
 MP0075  GEOID HEIGHT-         -10.67  (meters)                     GEOID03
 MP0075  DYNAMIC HT  -        2552.579 (meters)    8374.59  (feet)  COMP
 MP0075  MODELED GRAV-     979,561.5   (mgal)                       NAVD 88
 MP0075
 MP0075  VERT ORDER  -  FIRST     CLASS II
 MP0075
 MP0075.The horizontal coordinates were scaled from a topographic map and have
 MP0075.an estimated accuracy of +/- 6 seconds.
 MP0075
 MP0075.The orthometric height was determined by differential leveling
 MP0075.and adjusted by the National Geodetic Survey in June 1991..
 MP0075
 MP0075.The geoid height was determined by GEOID03.
 MP0075
 MP0075.The dynamic height is computed by dividing the NAVD 88
 MP0075.geopotential number by the normal gravity value computed on the
 MP0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0075.degrees latitude (g = 980.6199 gals.).
 MP0075
 MP0075.The modeled gravity was interpolated from observed gravity values.
 MP0075
 MP0075;                    North         East    Units  Estimated Accuracy
 MP0075;SPC WY E     -    76,260.      119,480.      MT  (+/- 180 meters Scaled)
 MP0075
 MP0075                          SUPERSEDED SURVEY CONTROL
 MP0075
 MP0075  NGVD 29 (??/??/92) 2553.785  (m)         8378.54   (f) ADJ UNCH    1 2
 MP0075
 MP0075.Superseded values are not recommended for survey control.
 MP0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0075.See file dsdata.txt to determine how the superseded data were derived.
 MP0075
 MP0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF055596(NAD 83)
 MP0075_MARKER: DB = BENCH MARK DISK
 MP0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0075_STAMPING: X 101 1956
 MP0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0075+STABILITY: SURFACE MOTION
 MP0075
 MP0075  HISTORY     - Date     Condition        Report By
 MP0075  HISTORY     - 1956     MONUMENTED       CGS
 MP0075
 MP0075                          STATION DESCRIPTION
 MP0075
 MP0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0075'0.7 MI SE FROM ALBANY.
 MP0075'0.7 MILE SOUTHEAST ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0075'RAILROAD FROM THE STATION AT ALBANY, 16.4 FEET SOUTH OF THE SOUTH
 MP0075'RAIL, 19 FEET NORTH OF THE 3RD POLE WEST OF MILEPOST 41, 3.2 FEET WEST
 MP0075'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MP0075'0.5 FOOT ABOVE THE GROUND, IN SECTION 14, TOWNSHIP 14 NORTH, RANGE 78
 MP0075'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0134 ***********************************************************************
 MQ0134  DESIGNATION -  X 102
 MQ0134  PID         -  MQ0134
 MQ0134  STATE/COUNTY-  WY/SWEETWATER
 MQ0134  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0134
 MQ0134                         *CURRENT SURVEY CONTROL
 MQ0134  ___________________________________________________________________
 MQ0134* NAD 83(1986)-  41 35 54.     (N)    109 08 53.     (W)     SCALED    
 MQ0134* NAVD 88     -      1922.306  (meters)    6306.77   (feet)  ADJUSTED  
 MQ0134  ___________________________________________________________________
 MQ0134  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 MQ0134  DYNAMIC HT  -        1920.712 (meters)    6301.54  (feet)  COMP
 MQ0134  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 MQ0134
 MQ0134  VERT ORDER  -  FIRST     CLASS II
 MQ0134
 MQ0134.The horizontal coordinates were scaled from a topographic map and have
 MQ0134.an estimated accuracy of +/- 6 seconds.
 MQ0134
 MQ0134.The orthometric height was determined by differential leveling
 MQ0134.and adjusted by the National Geodetic Survey in June 1991..
 MQ0134
 MQ0134.The geoid height was determined by GEOID03.
 MQ0134
 MQ0134.The dynamic height is computed by dividing the NAVD 88
 MQ0134.geopotential number by the normal gravity value computed on the
 MQ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0134.degrees latitude (g = 980.6199 gals.).
 MQ0134
 MQ0134.The modeled gravity was interpolated from observed gravity values.
 MQ0134
 MQ0134;                    North         East    Units  Estimated Accuracy
 MQ0134;SPC WYWC     -   122,040.      566,820.      MT  (+/- 180 meters Scaled)
 MQ0134
 MQ0134                          SUPERSEDED SURVEY CONTROL
 MQ0134
 MQ0134  NGVD 29 (06/08/92) 1921.047  (m)         6302.64   (f) ADJUSTED    1 2
 MQ0134
 MQ0134.Superseded values are not recommended for survey control.
 MQ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0134.See file dsdata.txt to determine how the superseded data were derived.
 MQ0134
 MQ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM543068(NAD 83)
 MQ0134_MARKER: DB = BENCH MARK DISK
 MQ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0134_STAMPING: X 102 1956
 MQ0134_MARK LOGO: CGS   
 MQ0134_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0134+STABILITY: SURFACE MOTION
 MQ0134
 MQ0134  HISTORY     - Date     Condition        Report By
 MQ0134  HISTORY     - 1956     MONUMENTED       CGS
 MQ0134  HISTORY     - 1983     GOOD             NGS
 MQ0134  HISTORY     - 19990112 GOOD             WYDT
 MQ0134
 MQ0134                          STATION DESCRIPTION
 MQ0134
 MQ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0134'4.0 MI E FROM ROCK SPRINGS.
 MQ0134'4.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0134'ROCK SPRINGS, 191 FEET SOUTHWEST OF MILEPOST 798, 69 FEET NORTHWEST OF
 MQ0134'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 8 FEET NORTHWEST OF A
 MQ0134'TELEPHONE POLE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF
 MQ0134'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION
 MQ0134'28, TOWNSHIP 19 NORTH, RANGE 104 WEST.
 MQ0134
 MQ0134                          STATION RECOVERY (1983)
 MQ0134
 MQ0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0134'RECOVERED IN GOOD CONDITION.
 MQ0134
 MQ0134                          STATION RECOVERY (1999)
 MQ0134
 MQ0134'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0134'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0134'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0171 ***********************************************************************
 PY0171  DESIGNATION -  X 103
 PY0171  PID         -  PY0171
 PY0171  STATE/COUNTY-  WY/PARK
 PY0171  USGS QUAD   -  DIVIDE LAKE (1986)
 PY0171
 PY0171                         *CURRENT SURVEY CONTROL
 PY0171  ___________________________________________________________________
 PY0171* NAD 83(1986)-  44 53 41.     (N)    111 03 07.     (W)     SCALED    
 PY0171* NAVD 88     -      2201.412  (meters)    7222.47   (feet)  ADJUSTED  
 PY0171  ___________________________________________________________________
 PY0171  GEOID HEIGHT-          -8.21  (meters)                     GEOID03
 PY0171  DYNAMIC HT  -        2200.206 (meters)    7218.51  (feet)  COMP
 PY0171  MODELED GRAV-     979,989.3   (mgal)                       NAVD 88
 PY0171
 PY0171  VERT ORDER  -  FIRST     CLASS II
 PY0171
 PY0171.The horizontal coordinates were scaled from a topographic map and have
 PY0171.an estimated accuracy of +/- 6 seconds.
 PY0171
 PY0171.The orthometric height was determined by differential leveling
 PY0171.and adjusted by the National Geodetic Survey in June 1991..
 PY0171
 PY0171.The geoid height was determined by GEOID03.
 PY0171
 PY0171.The dynamic height is computed by dividing the NAVD 88
 PY0171.geopotential number by the normal gravity value computed on the
 PY0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0171.degrees latitude (g = 980.6199 gals.).
 PY0171
 PY0171.The modeled gravity was interpolated from observed gravity values.
 PY0171
 PY0171;                    North         East    Units  Estimated Accuracy
 PY0171;SPC WYWC     -   490,740.      418,180.      MT  (+/- 180 meters Scaled)
 PY0171
 PY0171                          SUPERSEDED SURVEY CONTROL
 PY0171
 PY0171  NGVD 29 (??/??/92) 2199.828  (m)         7217.27   (f) ADJ UNCH    1 2
 PY0171
 PY0171.Superseded values are not recommended for survey control.
 PY0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0171.See file dsdata.txt to determine how the superseded data were derived.
 PY0171
 PY0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVQ958712(NAD 83)
 PY0171_MARKER: DB = BENCH MARK DISK
 PY0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0171_STAMPING: X 103 1934
 PY0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0171+STABILITY: SURFACE MOTION
 PY0171
 PY0171  HISTORY     - Date     Condition        Report By
 PY0171  HISTORY     - 1934     MONUMENTED       CGS
 PY0171  HISTORY     - 1960     GOOD             NGS
 PY0171
 PY0171                          STATION DESCRIPTION
 PY0171
 PY0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0171'18.4 MI N FROM WEST YELLOWSTONE.
 PY0171'ABOUT 18.4 MILES NORTH ALONG U.S. HIGHWAY 191 FROM THE UNION PACIFIC
 PY0171'RAILROAD STATION AT WEST YELLOWSTONE, ABOUT 0.1 MILE EAST OF THE
 PY0171'HIGHWAY, ON THE OLD ABANDONED HIGHWAY, NEAR THE CREST OF A HILL, ON
 PY0171'THE OUTSIDE OF A CURVE IN THE OLD HIGHWAY, 26 FEET EAST OF THE CENTER
 PY0171'LINE OF THE OLD HIGHWAY BED, ABOUT 1 FOOT ABOVE THE OLD HIGHWAY, AND
 PY0171'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS MARK
 PY0171'MAY ALSO BE REACHED BY GOING 18.2 MILES SOUTH ALONG U.S. HIGHWAY 191
 PY0171'FROM THE ENTRANCE TO THE 320 RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0099 ***********************************************************************
 MQ0099  DESIGNATION -  X 103
 MQ0099  PID         -  MQ0099
 MQ0099  STATE/COUNTY-  WY/SWEETWATER
 MQ0099  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0099
 MQ0099                         *CURRENT SURVEY CONTROL
 MQ0099  ___________________________________________________________________
 MQ0099* NAD 83(1986)-  41 40 30.     (N)    108 46 32.     (W)     SCALED    
 MQ0099* NAVD 88     -      1986.115  (meters)    6516.11   (feet)  ADJUSTED  
 MQ0099  ___________________________________________________________________
 MQ0099  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 MQ0099  DYNAMIC HT  -        1984.447 (meters)    6510.64  (feet)  COMP
 MQ0099  MODELED GRAV-     979,711.9   (mgal)                       NAVD 88
 MQ0099
 MQ0099  VERT ORDER  -  FIRST     CLASS II
 MQ0099
 MQ0099.The horizontal coordinates were scaled from a topographic map and have
 MQ0099.an estimated accuracy of +/- 6 seconds.
 MQ0099
 MQ0099.The orthometric height was determined by differential leveling
 MQ0099.and adjusted by the National Geodetic Survey in June 1991..
 MQ0099
 MQ0099.The geoid height was determined by GEOID03.
 MQ0099
 MQ0099.The dynamic height is computed by dividing the NAVD 88
 MQ0099.geopotential number by the normal gravity value computed on the
 MQ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0099.degrees latitude (g = 980.6199 gals.).
 MQ0099
 MQ0099.The modeled gravity was interpolated from observed gravity values.
 MQ0099
 MQ0099;                    North         East    Units  Estimated Accuracy
 MQ0099;SPC WYWC     -   130,480.      597,870.      MT  (+/- 180 meters Scaled)
 MQ0099
 MQ0099                          SUPERSEDED SURVEY CONTROL
 MQ0099
 MQ0099  NGVD 29 (06/08/92) 1984.837  (m)         6511.92   (f) ADJUSTED    1 2
 MQ0099
 MQ0099.Superseded values are not recommended for survey control.
 MQ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0099.See file dsdata.txt to determine how the superseded data were derived.
 MQ0099
 MQ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM851160(NAD 83)
 MQ0099_MARKER: DB = BENCH MARK DISK
 MQ0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0099_SP_SET: ABUTMENT
 MQ0099_STAMPING: X 103 1956
 MQ0099_MARK LOGO: CGS   
 MQ0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0099
 MQ0099  HISTORY     - Date     Condition        Report By
 MQ0099  HISTORY     - 1956     MONUMENTED       CGS
 MQ0099  HISTORY     - 1983     GOOD             NGS
 MQ0099
 MQ0099                          STATION DESCRIPTION
 MQ0099
 MQ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0099'0.7 MI E FROM POINT OF ROCKS.
 MQ0099'0.7 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MQ0099'AT POINT OF ROCKS, 7.8 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 MQ0099'TRACK, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH
 MQ0099'END OF THE EAST ABUTMENT OF A BRIDGE OVER BITTER CREEK, IN THE
 MQ0099'NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 20 NORTH, RANGE 101 WEST.
 MQ0099
 MQ0099                          STATION RECOVERY (1983)
 MQ0099
 MQ0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0036 ***********************************************************************
 NQ0036  DESIGNATION -  X 104
 NQ0036  PID         -  NQ0036
 NQ0036  STATE/COUNTY-  WY/NIOBRARA
 NQ0036  USGS QUAD   -  LUSK (1981)
 NQ0036
 NQ0036                         *CURRENT SURVEY CONTROL
 NQ0036  ___________________________________________________________________
 NQ0036* NAD 83(1986)-  42 45 28.     (N)    104 30 00.     (W)     SCALED    
 NQ0036* NAVD 88     -      1557.731  (meters)    5110.66   (feet)  ADJUSTED  
 NQ0036  ___________________________________________________________________
 NQ0036  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 NQ0036  DYNAMIC HT  -        1556.834 (meters)    5107.71  (feet)  COMP
 NQ0036  MODELED GRAV-     979,988.9   (mgal)                       NAVD 88
 NQ0036
 NQ0036  VERT ORDER  -  FIRST     CLASS II
 NQ0036
 NQ0036.The horizontal coordinates were scaled from a topographic map and have
 NQ0036.an estimated accuracy of +/- 6 seconds.
 NQ0036
 NQ0036.The orthometric height was determined by differential leveling
 NQ0036.and adjusted by the National Geodetic Survey in June 1991..
 NQ0036
 NQ0036.The geoid height was determined by GEOID03.
 NQ0036
 NQ0036.The dynamic height is computed by dividing the NAVD 88
 NQ0036.geopotential number by the normal gravity value computed on the
 NQ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0036.degrees latitude (g = 980.6199 gals.).
 NQ0036
 NQ0036.The modeled gravity was interpolated from observed gravity values.
 NQ0036
 NQ0036;                    North         East    Units  Estimated Accuracy
 NQ0036;SPC WY E     -   250,960.      254,570.      MT  (+/- 180 meters Scaled)
 NQ0036
 NQ0036                          SUPERSEDED SURVEY CONTROL
 NQ0036
 NQ0036  NGVD 29 (??/??/92) 1557.008  (m)         5108.28   (f) ADJ UNCH    1 2
 NQ0036
 NQ0036.Superseded values are not recommended for survey control.
 NQ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0036.See file dsdata.txt to determine how the superseded data were derived.
 NQ0036
 NQ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH409340(NAD 83)
 NQ0036_MARKER: DB = BENCH MARK DISK
 NQ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0036_STAMPING: X 104 1954
 NQ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0036+STABILITY: SURFACE MOTION
 NQ0036
 NQ0036  HISTORY     - Date     Condition        Report By
 NQ0036  HISTORY     - 1954     MONUMENTED       CGS
 NQ0036
 NQ0036                          STATION DESCRIPTION
 NQ0036
 NQ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0036'2.5 MI W FROM LUSK.
 NQ0036'2.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0036'FROM THE STATION AT LUSK, 9 1/2 POLES EAST OF MILEPOST 494, AT
 NQ0036'THE EAST END OF A CUT, 52 FEET SOUTH OF THE SOUTH RAIL, 10 FEET
 NQ0036'NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 NQ0036'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 NQ0036'IN SECTION 11, TOWNSHIP 32 NORTH, RANGE 64 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 DG5894 ***********************************************************************
 DG5894  DESIGNATION -  X 104 RESET
 DG5894  PID         -  DG5894
 DG5894  STATE/COUNTY-  WY/NIOBRARA
 DG5894  USGS QUAD   -  LUSK (1981)
 DG5894
 DG5894                         *CURRENT SURVEY CONTROL
 DG5894  ___________________________________________________________________
 DG5894* NAD 83(1986)-  42 45 28.     (N)    104 30 00.     (W)     SCALED    
 DG5894* NAVD 88     -      1557.57   (meters)    5110.1    (feet)  RESET     
 DG5894  ___________________________________________________________________
 DG5894  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 DG5894
 DG5894  VERT ORDER  -  THIRD
 DG5894
 DG5894.The horizontal coordinates were scaled from a topographic map and have
 DG5894.an estimated accuracy of +/- 6 seconds.
 DG5894
 DG5894.The orthometric height was computed from unverified reset data.
 DG5894.No vertical observational check was made to the station.
 DG5894
 DG5894.The geoid height was determined by GEOID03.
 DG5894
 DG5894;                    North         East    Units  Estimated Accuracy
 DG5894;SPC WY E     -   250,960.      254,570.      MT  (+/- 180 meters Scaled)
 DG5894
 DG5894                          SUPERSEDED SURVEY CONTROL
 DG5894
 DG5894.No superseded survey control is available for this station.
 DG5894
 DG5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH409340(NAD 83)
 DG5894_MARKER: DV = VERTICAL CONTROL DISK
 DG5894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5894_STAMPING: X 104 RESET 2000
 DG5894_MARK LOGO: NGS   
 DG5894_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5894+STABILITY: SURFACE MOTION
 DG5894
 DG5894  HISTORY     - Date     Condition        Report By
 DG5894  HISTORY     - 2000     MONUMENTED       LOCENG
 DG5894
 DG5894                          STATION DESCRIPTION
 DG5894
 DG5894'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (BGF)
 DG5894'2.5 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD FROM THE
 DG5894'STATION AT LUSK, 9 1/2 POLES EAST OF MILEPOST 494, AT THE EAST END OF
 DG5894'A CUT. THE NEW BENCHMARK IS 55.0 FEET SOUTH OF THE OLD BENCHMARK. TOP
 DG5894'OF SOUTH RAIL AT STA 11827 N 56 E 135, TOP OF SOUTH RAIL AT STA 11828
 DG5894'N 14 E 106, FENCE BRACE POST (EAST SIDE) S 85 W 375, FENCE BRACE POST
 DG5894'(WEST SIDE) S 80 E 146.5. 1 FOOT SOUTH TO A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0514 ***********************************************************************
 MO0514  DESIGNATION -  X 108
 MO0514  PID         -  MO0514
 MO0514  STATE/COUNTY-  WY/LARAMIE
 MO0514  USGS QUAD   -  ISLAY (1978)
 MO0514
 MO0514                         *CURRENT SURVEY CONTROL
 MO0514  ___________________________________________________________________
 MO0514* NAD 83(1986)-  41 21 04.     (N)    105 09 49.     (W)     SCALED    
 MO0514* NAVD 88     -      2061.427  (meters)    6763.20   (feet)  ADJUSTED  
 MO0514  ___________________________________________________________________
 MO0514  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 MO0514  DYNAMIC HT  -        2059.637 (meters)    6757.33  (feet)  COMP
 MO0514  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 MO0514
 MO0514  VERT ORDER  -  FIRST     CLASS II
 MO0514
 MO0514.The horizontal coordinates were scaled from a topographic map and have
 MO0514.an estimated accuracy of +/- 6 seconds.
 MO0514
 MO0514.The orthometric height was determined by differential leveling
 MO0514.and adjusted by the National Geodetic Survey in June 1991..
 MO0514
 MO0514.The geoid height was determined by GEOID03.
 MO0514
 MO0514.The dynamic height is computed by dividing the NAVD 88
 MO0514.geopotential number by the normal gravity value computed on the
 MO0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0514.degrees latitude (g = 980.6199 gals.).
 MO0514
 MO0514.The modeled gravity was interpolated from observed gravity values.
 MO0514
 MO0514;                    North         East    Units  Estimated Accuracy
 MO0514;SPC WY E     -    94,510.      200,260.      MT  (+/- 180 meters Scaled)
 MO0514
 MO0514                          SUPERSEDED SURVEY CONTROL
 MO0514
 MO0514  NGVD 29 (??/??/92) 2060.373  (m)         6759.74   (f) ADJ UNCH    1 2
 MO0514
 MO0514.Superseded values are not recommended for survey control.
 MO0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0514.See file dsdata.txt to determine how the superseded data were derived.
 MO0514
 MO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF863777(NAD 83)
 MO0514_MARKER: DB = BENCH MARK DISK
 MO0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0514_STAMPING: X 108 1954
 MO0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0514+STABILITY: SURFACE MOTION
 MO0514
 MO0514  HISTORY     - Date     Condition        Report By
 MO0514  HISTORY     - 1954     MONUMENTED       CGS
 MO0514
 MO0514                          STATION DESCRIPTION
 MO0514
 MO0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0514'2.8 MI NW FROM ISLAY.
 MO0514'2.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0514'FROM THE STATION SIGN AT ISLAY, 94.4 FEET NORTHWEST OF A TELEPHONE
 MO0514'POLE, 88.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.3 FEET SOUTHWEST
 MO0514'OF A FENCE, 2.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 MO0514'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0350 ***********************************************************************
 MO0350  DESIGNATION -  X 109
 MO0350  PID         -  MO0350
 MO0350  STATE/COUNTY-  WY/LARAMIE
 MO0350  USGS QUAD   -  HIRSIG RANCH (1976)
 MO0350
 MO0350                         *CURRENT SURVEY CONTROL
 MO0350  ___________________________________________________________________
 MO0350* NAD 83(1986)-  41 37 15.     (N)    105 07 21.     (W)     SCALED    
 MO0350* NAVD 88     -      1824.376  (meters)    5985.47   (feet)  ADJUSTED  
 MO0350  ___________________________________________________________________
 MO0350  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 MO0350  DYNAMIC HT  -        1822.926 (meters)    5980.72  (feet)  COMP
 MO0350  MODELED GRAV-     979,763.0   (mgal)                       NAVD 88
 MO0350
 MO0350  VERT ORDER  -  FIRST     CLASS II
 MO0350
 MO0350.The horizontal coordinates were scaled from a topographic map and have
 MO0350.an estimated accuracy of +/- 6 seconds.
 MO0350
 MO0350.The orthometric height was determined by differential leveling
 MO0350.and adjusted by the National Geodetic Survey in June 1991..
 MO0350
 MO0350.The geoid height was determined by GEOID03.
 MO0350
 MO0350.The dynamic height is computed by dividing the NAVD 88
 MO0350.geopotential number by the normal gravity value computed on the
 MO0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0350.degrees latitude (g = 980.6199 gals.).
 MO0350
 MO0350.The modeled gravity was interpolated from observed gravity values.
 MO0350
 MO0350;                    North         East    Units  Estimated Accuracy
 MO0350;SPC WY E     -   124,470.      203,680.      MT  (+/- 180 meters Scaled)
 MO0350
 MO0350                          SUPERSEDED SURVEY CONTROL
 MO0350
 MO0350  NGVD 29 (??/??/92) 1823.408  (m)         5982.30   (f) ADJ UNCH    1 2
 MO0350
 MO0350.Superseded values are not recommended for survey control.
 MO0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0350.See file dsdata.txt to determine how the superseded data were derived.
 MO0350
 MO0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG897076(NAD 83)
 MO0350_MARKER: DB = BENCH MARK DISK
 MO0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0350_SP_SET: CULVERT
 MO0350_STAMPING: X 109 1954
 MO0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0350
 MO0350  HISTORY     - Date     Condition        Report By
 MO0350  HISTORY     - 1954     MONUMENTED       CGS
 MO0350
 MO0350                          STATION DESCRIPTION
 MO0350
 MO0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0350'7.4 MI NE FROM FARTHING.
 MO0350'7.45 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0350'FROM THE STATION AT FARTHING, 0.3 MILE SOUTHWEST OF THE NORTHEAST
 MO0350'PHONE BOOTH AT LAMBERT SIDING, 15 FEET SOUTHEAST OF THE SOUTHEAST
 MO0350'RAIL OF THE MAIN TRACK, 2 POLES NORTHEAST OF MILEPOST 170, 4 FEET
 MO0350'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST END
 MO0350'OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0151 ***********************************************************************
 PY0151  DESIGNATION -  X 11
 PY0151  PID         -  PY0151
 PY0151  STATE/COUNTY-  WY/PARK
 PY0151  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY0151
 PY0151                         *CURRENT SURVEY CONTROL
 PY0151  ___________________________________________________________________
 PY0151* NAD 83(1986)-  44 57 28.     (N)    110 34 00.     (W)     SCALED    
 PY0151* NAVD 88     -      2108.488  (meters)    6917.60   (feet)  ADJUSTED  
 PY0151  ___________________________________________________________________
 PY0151  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0151  DYNAMIC HT  -        2107.307 (meters)    6913.72  (feet)  COMP
 PY0151  MODELED GRAV-     979,980.8   (mgal)                       NAVD 88
 PY0151
 PY0151  VERT ORDER  -  FIRST     CLASS II
 PY0151
 PY0151.The horizontal coordinates were scaled from a topographic map and have
 PY0151.an estimated accuracy of +/- 6 seconds.
 PY0151
 PY0151.The orthometric height was determined by differential leveling
 PY0151.and adjusted by the National Geodetic Survey in June 1991..
 PY0151
 PY0151.The geoid height was determined by GEOID03.
 PY0151
 PY0151.The dynamic height is computed by dividing the NAVD 88
 PY0151.geopotential number by the normal gravity value computed on the
 PY0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0151.degrees latitude (g = 980.6199 gals.).
 PY0151
 PY0151.The modeled gravity was interpolated from observed gravity values.
 PY0151
 PY0151;                    North         East    Units  Estimated Accuracy
 PY0151;SPC WYWC     -   496,780.      456,670.      MT  (+/- 180 meters Scaled)
 PY0151
 PY0151                          SUPERSEDED SURVEY CONTROL
 PY0151
 PY0151  NGVD 29 (08/20/92) 2107.208  (m)         6913.40   (f) ADJUSTED    1 2
 PY0151
 PY0151.Superseded values are not recommended for survey control.
 PY0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0151.See file dsdata.txt to determine how the superseded data were derived.
 PY0151
 PY0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ341783(NAD 83)
 PY0151_MARKER: DB = BENCH MARK DISK
 PY0151_SETTING: 80 = SET IN A BOULDER
 PY0151_SP_SET: BOULDER
 PY0151_MARK LOGO: CGS   
 PY0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0151+STABILITY: SURFACE MOTION
 PY0151
 PY0151  HISTORY     - Date     Condition        Report By
 PY0151  HISTORY     - UNK      MONUMENTED       CGS
 PY0151  HISTORY     - 1958     GOOD             USGS
 PY0151  HISTORY     - 1987     GOOD             NGS
 PY0151
 PY0151                          STATION DESCRIPTION
 PY0151
 PY0151'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 PY0151'8.5 MI E FROM MAMMOTH HOT SPRINGS.
 PY0151'YELLOWSTONE PARK POST OFFICE (MAMMOTH), 8.7 MILES EAST ALONG GRAND
 PY0151'LOOP ROAD TO JUNCTION OF GRAVELLED ROAD ON RIGHT, 500 FEET SOUTH OF
 PY0151'JUNCTION, 350 FEET SOUTHEAST OF GRAND LOOP ROAD, 200 FEET NORTHEAST OF
 PY0151'AN 11 FT X 11 FT X 9 FT. BOULDER IN A SMALL DRAW, 35 FEET SOUTHEAST OF
 PY0151'OLD ROAD, IN THE SAME SMALL DRAW AS THE LARGE BOULDER, IN THE TOP OF
 PY0151'AN 8 FT X 8 FT X 2 FT. BOULDER, A STANDARD USC AND GS DISK, NOT
 PY0151'STAMPED.
 PY0151
 PY0151                          STATION RECOVERY (1987)
 PY0151
 PY0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0282 ***********************************************************************
 MO0282  DESIGNATION -  X 110
 MO0282  PID         -  MO0282
 MO0282  STATE/COUNTY-  WY/PLATTE
 MO0282  USGS QUAD   -  CHUGWATER (1990)
 MO0282
 MO0282                         *CURRENT SURVEY CONTROL
 MO0282  ___________________________________________________________________
 MO0282* NAD 83(1986)-  41 48 31.     (N)    104 47 48.     (W)     SCALED    
 MO0282* NAVD 88     -      1567.932  (meters)    5144.12   (feet)  ADJUSTED  
 MO0282  ___________________________________________________________________
 MO0282  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 MO0282  DYNAMIC HT  -        1566.794 (meters)    5140.39  (feet)  COMP
 MO0282  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 MO0282
 MO0282  VERT ORDER  -  FIRST     CLASS II
 MO0282
 MO0282.The horizontal coordinates were scaled from a topographic map and have
 MO0282.an estimated accuracy of +/- 6 seconds.
 MO0282
 MO0282.The orthometric height was determined by differential leveling
 MO0282.and adjusted by the National Geodetic Survey in June 1991..
 MO0282
 MO0282.The geoid height was determined by GEOID03.
 MO0282
 MO0282.The dynamic height is computed by dividing the NAVD 88
 MO0282.geopotential number by the normal gravity value computed on the
 MO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0282.degrees latitude (g = 980.6199 gals.).
 MO0282
 MO0282.The modeled gravity was interpolated from observed gravity values.
 MO0282
 MO0282;                    North         East    Units  Estimated Accuracy
 MO0282;SPC WY E     -   145,390.      230,750.      MT  (+/- 180 meters Scaled)
 MO0282
 MO0282                          SUPERSEDED SURVEY CONTROL
 MO0282
 MO0282  NGVD 29 (??/??/92) 1567.051  (m)         5141.23   (f) ADJ UNCH    1 2
 MO0282
 MO0282.Superseded values are not recommended for survey control.
 MO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0282.See file dsdata.txt to determine how the superseded data were derived.
 MO0282
 MO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG168285(NAD 83)
 MO0282_MARKER: DB = BENCH MARK DISK
 MO0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0282_STAMPING: X 110 1954
 MO0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0282+STABILITY: SURFACE MOTION
 MO0282
 MO0282  HISTORY     - Date     Condition        Report By
 MO0282  HISTORY     - 1954     MONUMENTED       CGS
 MO0282
 MO0282                          STATION DESCRIPTION
 MO0282
 MO0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0282'4.3 MI N FROM CHUGWATER.
 MO0282'4.3 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 MO0282'STATION AT CHUGWATER, 0.2 MILE NORTH OF A ROAD CROSSING, 67 FEET
 MO0282'WEST OF MILEPOST 193, 54.4 FEET WEST OF THE WEST RAIL, 2 FEET
 MO0282'WEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 MO0282'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN
 MO0282'SECTION 8, TOWNSHIP 21 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0281 ***********************************************************************
 NQ0281  DESIGNATION -  X 111
 NQ0281  PID         -  NQ0281
 NQ0281  STATE/COUNTY-  WY/PLATTE
 NQ0281  USGS QUAD   -  GLENDO (1978)
 NQ0281
 NQ0281                         *CURRENT SURVEY CONTROL
 NQ0281  ___________________________________________________________________
 NQ0281* NAD 83(1986)-  42 30 38.     (N)    105 01 24.     (W)     SCALED    
 NQ0281* NAVD 88     -      1434.445  (meters)    4706.18   (feet)  ADJUSTED  
 NQ0281  ___________________________________________________________________
 NQ0281  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 NQ0281  DYNAMIC HT  -        1433.590 (meters)    4703.37  (feet)  COMP
 NQ0281  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 NQ0281
 NQ0281  VERT ORDER  -  FIRST     CLASS II
 NQ0281
 NQ0281.The horizontal coordinates were scaled from a topographic map and have
 NQ0281.an estimated accuracy of +/- 6 seconds.
 NQ0281
 NQ0281.The orthometric height was determined by differential leveling
 NQ0281.and adjusted by the National Geodetic Survey in June 1991..
 NQ0281
 NQ0281.The geoid height was determined by GEOID03.
 NQ0281
 NQ0281.The dynamic height is computed by dividing the NAVD 88
 NQ0281.geopotential number by the normal gravity value computed on the
 NQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0281.degrees latitude (g = 980.6199 gals.).
 NQ0281
 NQ0281.The modeled gravity was interpolated from observed gravity values.
 NQ0281
 NQ0281;                    North         East    Units  Estimated Accuracy
 NQ0281;SPC WY E     -   223,300.      211,780.      MT  (+/- 180 meters Scaled)
 NQ0281
 NQ0281                          SUPERSEDED SURVEY CONTROL
 NQ0281
 NQ0281  NGVD 29 (??/??/92) 1433.665  (m)         4703.62   (f) ADJ UNCH    1 2
 NQ0281
 NQ0281.Superseded values are not recommended for survey control.
 NQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0281.See file dsdata.txt to determine how the superseded data were derived.
 NQ0281
 NQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH980064(NAD 83)
 NQ0281_MARKER: DB = BENCH MARK DISK
 NQ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0281_STAMPING: X 111 1956
 NQ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0281+STABILITY: SURFACE MOTION
 NQ0281
 NQ0281  HISTORY     - Date     Condition        Report By
 NQ0281  HISTORY     - 1956     MONUMENTED       CGS
 NQ0281
 NQ0281                          STATION DESCRIPTION
 NQ0281
 NQ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0281'0.6 MI NW FROM GLENDO.
 NQ0281'0.65 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0281'RAILROAD FROM THE STATION AT GLENDO, ON THE NORTH SLOPE OF A SMALL
 NQ0281'HILL, AT THE SOUTH END OF A LONG FILL, 99 FEET WEST OF THE CENTER
 NQ0281'LINE OF U.S. HIGHWAY 87, 55 FEET EAST OF THE EAST RAIL, 15.2
 NQ0281'FEET SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
 NQ0281'POLES, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 NQ0281'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION
 NQ0281'4, TOWNSHIP 29 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0162 ***********************************************************************
 OU0162  DESIGNATION -  X 112
 OU0162  PID         -  OU0162
 OU0162  STATE/COUNTY-  WY/NIOBRARA
 OU0162  USGS QUAD   -  DIXON RANCH (1981)
 OU0162
 OU0162                         *CURRENT SURVEY CONTROL
 OU0162  ___________________________________________________________________
 OU0162* NAD 83(1986)-  43 19 32.     (N)    104 40 20.     (W)     SCALED    
 OU0162* NAVD 88     -      1308.109  (meters)    4291.69   (feet)  ADJUSTED  
 OU0162  ___________________________________________________________________
 OU0162  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 OU0162  DYNAMIC HT  -        1307.432 (meters)    4289.47  (feet)  COMP
 OU0162  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 OU0162
 OU0162  VERT ORDER  -  SECOND    CLASS 0
 OU0162
 OU0162.The horizontal coordinates were scaled from a topographic map and have
 OU0162.an estimated accuracy of +/- 6 seconds.
 OU0162
 OU0162.The orthometric height was determined by differential leveling
 OU0162.and adjusted by the National Geodetic Survey in June 1991..
 OU0162
 OU0162.The geoid height was determined by GEOID03.
 OU0162
 OU0162.The dynamic height is computed by dividing the NAVD 88
 OU0162.geopotential number by the normal gravity value computed on the
 OU0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0162.degrees latitude (g = 980.6199 gals.).
 OU0162
 OU0162.The modeled gravity was interpolated from observed gravity values.
 OU0162
 OU0162;                    North         East    Units  Estimated Accuracy
 OU0162;SPC WY E     -   313,940.      240,100.      MT  (+/- 180 meters Scaled)
 OU0162
 OU0162                          SUPERSEDED SURVEY CONTROL
 OU0162
 OU0162  NGVD 29 (??/??/92) 1307.379  (m)         4289.29   (f) ADJ UNCH    2 0
 OU0162
 OU0162.Superseded values are not recommended for survey control.
 OU0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0162.See file dsdata.txt to determine how the superseded data were derived.
 OU0162
 OU0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH265970(NAD 83)
 OU0162_MARKER: DB = BENCH MARK DISK
 OU0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0162_STAMPING: X 112 1956
 OU0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0162+STABILITY: SURFACE MOTION
 OU0162
 OU0162  HISTORY     - Date     Condition        Report By
 OU0162  HISTORY     - 1956     MONUMENTED       CGS
 OU0162  HISTORY     - 1957     GOOD             NGS
 OU0162  HISTORY     - 1976     GOOD             USGS
 OU0162
 OU0162                          STATION DESCRIPTION
 OU0162
 OU0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0162'24.4 MI SE FROM DULL CENTER.
 OU0162'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0162'POST OFFICE SITE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER,
 OU0162'THENCE 3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 OU0162'4.75 MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE
 OU0162'12.85 MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 1.0
 OU0162'MILE SOUTHEAST ALONG A GRAVELED ROAD, AT THE FOOT OF A LONG HILL,
 OU0162'AT THE EAST EDGE OF A SMALL DEEP VALLEY, 136 FEET SOUTHWEST
 OU0162'OF A FENCE, 112 FEET SOUTHWEST OF THE CENTER LINE OF A
 OU0162'GRAVELED ROAD, 30 FEET WEST OF THE CENTER LINE OF A DIM TRACK ROAD,
 OU0162'1.7 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 OU0162'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN SECTION 28,
 OU0162'TOWNSHIP 39 NORTH, RANGE 65 WEST.
 OU0162
 OU0162                          STATION RECOVERY (1976)
 OU0162
 OU0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0162'LANCE CREEK POST OFFICE, 2.4 MI EAST FROM, ALONG STATE HWY. 270,
 OU0162'THENCE 21.1 MI NORTH ALONG A PAVED AND GRADED RD. NEAR THE CENTER OF
 OU0162'SEC. 28, T 39 N. R 65 W, 1.0 MI SE . OF THE ENTRANCE TO THE DIXON
 OU0162'RANCH, ABOUT 1,200 FT NORTH OF A WINDHILL, 100 FT SW . OF THE RD. 50
 OU0162'FT WEST OF A TRACK RD. SET IN THE OF A CONCRETE POST PROJECTING 0.7
 OU0162'FT, STANDARD DISK STAMPED "X 112 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0136 ***********************************************************************
 NQ0136  DESIGNATION -  X 113
 NQ0136  PID         -  NQ0136
 NQ0136  STATE/COUNTY-  WY/PLATTE
 NQ0136  USGS QUAD   -  HERMAN RANCH (1990)
 NQ0136
 NQ0136                         *CURRENT SURVEY CONTROL
 NQ0136  ___________________________________________________________________
 NQ0136* NAD 83(1986)-  42 15 08.     (N)    104 58 14.     (W)     SCALED    
 NQ0136* NAVD 88     -      1458.017  (meters)    4783.51   (feet)  ADJUSTED  
 NQ0136  ___________________________________________________________________
 NQ0136  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 NQ0136  DYNAMIC HT  -        1457.098 (meters)    4780.50  (feet)  COMP
 NQ0136  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 NQ0136
 NQ0136  VERT ORDER  -  FIRST     CLASS II
 NQ0136
 NQ0136.The horizontal coordinates were scaled from a topographic map and have
 NQ0136.an estimated accuracy of +/- 6 seconds.
 NQ0136
 NQ0136.The orthometric height was determined by differential leveling
 NQ0136.and adjusted by the National Geodetic Survey in June 1991..
 NQ0136
 NQ0136.The geoid height was determined by GEOID03.
 NQ0136
 NQ0136.The dynamic height is computed by dividing the NAVD 88
 NQ0136.geopotential number by the normal gravity value computed on the
 NQ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0136.degrees latitude (g = 980.6199 gals.).
 NQ0136
 NQ0136.The modeled gravity was interpolated from observed gravity values.
 NQ0136
 NQ0136;                    North         East    Units  Estimated Accuracy
 NQ0136;SPC WY E     -   194,610.      216,180.      MT  (+/- 180 meters Scaled)
 NQ0136
 NQ0136                          SUPERSEDED SURVEY CONTROL
 NQ0136
 NQ0136  NGVD 29 (??/??/92) 1457.221  (m)         4780.90   (f) ADJ UNCH    1 2
 NQ0136
 NQ0136.Superseded values are not recommended for survey control.
 NQ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0136.See file dsdata.txt to determine how the superseded data were derived.
 NQ0136
 NQ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG024777(NAD 83)
 NQ0136_MARKER: DB = BENCH MARK DISK
 NQ0136_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0136_SP_SET: ROCK OUTCROP
 NQ0136_STAMPING: X 113 1956
 NQ0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0136+STABILITY: POSITION/ELEVATION WELL
 NQ0136
 NQ0136  HISTORY     - Date     Condition        Report By
 NQ0136  HISTORY     - 1956     MONUMENTED       CGS
 NQ0136
 NQ0136                          STATION DESCRIPTION
 NQ0136
 NQ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0136'17.8 MI NW FROM WHEATLAND.
 NQ0136'17.85 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0136'FROM THE STATION AT WHEATLAND, 0.15 MILE SOUTHEAST OF MILEPOST
 NQ0136'232, ON THE NORTHEAST BANK OF A DRAW, 187 FEET NORTHEAST OF THE
 NQ0136'NORTHEAST RAIL, 90 FEET NORTHEAST OF A FENCE, 10 FEET BELOW
 NQ0136'THE TOP OF THE RAILS, SET IN THE TOP OF A ROCK OUTCROP, IN
 NQ0136'SECTION 2, TOWNSHIP 26 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0073 ***********************************************************************
 MQ0073  DESIGNATION -  X 114
 MQ0073  PID         -  MQ0073
 MQ0073  STATE/COUNTY-  WY/SWEETWATER
 MQ0073  USGS QUAD   -  BITTER CREEK (1968)
 MQ0073
 MQ0073                         *CURRENT SURVEY CONTROL
 MQ0073  ___________________________________________________________________
 MQ0073* NAD 83(1986)-  41 34 19.     (N)    108 31 13.     (W)     SCALED    
 MQ0073* NAVD 88     -      2043.429  (meters)    6704.15   (feet)  ADJUSTED  
 MQ0073  ___________________________________________________________________
 MQ0073  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MQ0073  DYNAMIC HT  -        2041.638 (meters)    6698.27  (feet)  COMP
 MQ0073  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 MQ0073
 MQ0073  VERT ORDER  -  FIRST     CLASS II
 MQ0073
 MQ0073.The horizontal coordinates were scaled from a topographic map and have
 MQ0073.an estimated accuracy of +/- 6 seconds.
 MQ0073
 MQ0073.The orthometric height was determined by differential leveling
 MQ0073.and adjusted by the National Geodetic Survey in June 1991..
 MQ0073
 MQ0073.The geoid height was determined by GEOID03.
 MQ0073
 MQ0073.The dynamic height is computed by dividing the NAVD 88
 MQ0073.geopotential number by the normal gravity value computed on the
 MQ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0073.degrees latitude (g = 980.6199 gals.).
 MQ0073
 MQ0073.The modeled gravity was interpolated from observed gravity values.
 MQ0073
 MQ0073;                    North         East    Units  Estimated Accuracy
 MQ0073;SPC WYWC     -   119,060.      619,160.      MT  (+/- 180 meters Scaled)
 MQ0073
 MQ0073                          SUPERSEDED SURVEY CONTROL
 MQ0073
 MQ0073  NGVD 29 (??/??/92) 2042.054  (m)         6699.64   (f) ADJ UNCH    1 2
 MQ0073
 MQ0073.Superseded values are not recommended for survey control.
 MQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0073.See file dsdata.txt to determine how the superseded data were derived.
 MQ0073
 MQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM067052(NAD 83)
 MQ0073_MARKER: DB = BENCH MARK DISK
 MQ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0073_STAMPING: X 114 1956
 MQ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0073+STABILITY: SURFACE MOTION
 MQ0073
 MQ0073  HISTORY     - Date     Condition        Report By
 MQ0073  HISTORY     - 1956     MONUMENTED       CGS
 MQ0073  HISTORY     - 1968     MARK NOT FOUND   USGS
 MQ0073  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0073
 MQ0073                          STATION DESCRIPTION
 MQ0073
 MQ0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0073'2.4 MI NE FROM BITTER CREEK.
 MQ0073'2.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0073'AT BITTER CREEK, 12 POLES SOUTHWEST OF MILEPOST 754, 44.8 FEET
 MQ0073'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 3 FEET
 MQ0073'SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 MQ0073'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 MQ0073'THE SOUTHWEST 1/4 OF SECTION 36, TOWNSHIP 19 NORTH, RANGE 99 WEST.
 MQ0073
 MQ0073                          STATION RECOVERY (1968)
 MQ0073
 MQ0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 MQ0073'MARK NOT FOUND.
 MQ0073
 MQ0073                          STATION RECOVERY (1983)
 MQ0073
 MQ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0257 ***********************************************************************
 MP0257  DESIGNATION -  X 115
 MP0257  PID         -  MP0257
 MP0257  STATE/COUNTY-  WY/CARBON
 MP0257  USGS QUAD   -  RAWLINS PEAK (1983)
 MP0257
 MP0257                         *CURRENT SURVEY CONTROL
 MP0257  ___________________________________________________________________
 MP0257* NAD 83(1986)-  41 45 49.     (N)    107 18 24.     (W)     SCALED    
 MP0257* NAVD 88     -      2101.969  (meters)    6896.21   (feet)  ADJUSTED  
 MP0257  ___________________________________________________________________
 MP0257  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 MP0257  DYNAMIC HT  -        2100.160 (meters)    6890.27  (feet)  COMP
 MP0257  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 MP0257
 MP0257  VERT ORDER  -  FIRST     CLASS II
 MP0257
 MP0257.The horizontal coordinates were scaled from a topographic map and have
 MP0257.an estimated accuracy of +/- 6 seconds.
 MP0257
 MP0257.The orthometric height was determined by differential leveling
 MP0257.and adjusted by the National Geodetic Survey in June 1991..
 MP0257.WARNING-Repeat measurements at this control monument indicate possible
 MP0257.vertical movement.
 MP0257
 MP0257.The geoid height was determined by GEOID03.
 MP0257
 MP0257.The dynamic height is computed by dividing the NAVD 88
 MP0257.geopotential number by the normal gravity value computed on the
 MP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0257.degrees latitude (g = 980.6199 gals.).
 MP0257
 MP0257.The modeled gravity was interpolated from observed gravity values.
 MP0257
 MP0257;                    North         East    Units  Estimated Accuracy
 MP0257;SPC WYEC     -   240,320.      402,220.      MT  (+/- 180 meters Scaled)
 MP0257
 MP0257                          SUPERSEDED SURVEY CONTROL
 MP0257
 MP0257  NGVD 29 (06/08/92) 2100.787  (m)         6892.33   (f) ADJUSTED    1 2
 MP0257
 MP0257.Superseded values are not recommended for survey control.
 MP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0257.See file dsdata.txt to determine how the superseded data were derived.
 MP0257
 MP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG082261(NAD 83)
 MP0257_MARKER: DB = BENCH MARK DISK
 MP0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0257_STAMPING: X 115 1956
 MP0257_MARK LOGO: CGS   
 MP0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0257+STABILITY: SURFACE MOTION
 MP0257
 MP0257  HISTORY     - Date     Condition        Report By
 MP0257  HISTORY     - 1956     MONUMENTED       CGS
 MP0257  HISTORY     - 1983     GOOD             NGS
 MP0257
 MP0257                          STATION DESCRIPTION
 MP0257
 MP0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0257'3.9 MI W FROM RAWLINS.
 MP0257'3.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0257'RAWLINS, 8 POLES EAST OF MILEPOST 687, 96 FEET NORTH OF THE NORTH RAIL
 MP0257'OF THE NORTH TRACK, 41 FEET NORTHEAST OF A TELEPHONE POLE, 3 FEET
 MP0257'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0257'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 23, TOWNSHIP 21 NORTH,
 MP0257'RANGE 88 WEST.
 MP0257
 MP0257                          STATION RECOVERY (1983)
 MP0257
 MP0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0368 ***********************************************************************
 MP0368  DESIGNATION -  X 116
 MP0368  PID         -  MP0368
 MP0368  STATE/COUNTY-  WY/SWEETWATER
 MP0368  USGS QUAD   -  CRESTON JUNCTION (1981)
 MP0368
 MP0368                         *CURRENT SURVEY CONTROL
 MP0368  ___________________________________________________________________
 MP0368* NAD 83(1986)-  41 43 10.     (N)    107 42 08.     (W)     SCALED    
 MP0368* NAVD 88     -      2129.013  (meters)    6984.94   (feet)  ADJUSTED  
 MP0368  ___________________________________________________________________
 MP0368  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 MP0368  DYNAMIC HT  -        2127.107 (meters)    6978.68  (feet)  COMP
 MP0368  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 MP0368
 MP0368  VERT ORDER  -  FIRST     CLASS II
 MP0368
 MP0368.The horizontal coordinates were scaled from a topographic map and have
 MP0368.an estimated accuracy of +/- 6 seconds.
 MP0368
 MP0368.The orthometric height was determined by differential leveling
 MP0368.and adjusted by the National Geodetic Survey in June 1991..
 MP0368.WARNING-Repeat measurements at this control monument indicate possible
 MP0368.vertical movement.
 MP0368
 MP0368.The geoid height was determined by GEOID03.
 MP0368
 MP0368.The dynamic height is computed by dividing the NAVD 88
 MP0368.geopotential number by the normal gravity value computed on the
 MP0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0368.degrees latitude (g = 980.6199 gals.).
 MP0368
 MP0368.The modeled gravity was interpolated from observed gravity values.
 MP0368
 MP0368;                    North         East    Units  Estimated Accuracy
 MP0368;SPC WYWC     -   135,950.      687,190.      MT  (+/- 180 meters Scaled)
 MP0368
 MP0368                          SUPERSEDED SURVEY CONTROL
 MP0368
 MP0368  NGVD 29 (06/08/92) 2127.751  (m)         6980.80   (f) ADJUSTED    1 2
 MP0368
 MP0368.Superseded values are not recommended for survey control.
 MP0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0368.See file dsdata.txt to determine how the superseded data were derived.
 MP0368
 MP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG752221(NAD 83)
 MP0368_MARKER: DB = BENCH MARK DISK
 MP0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0368_STAMPING: X 116 1956
 MP0368_MARK LOGO: CGS   
 MP0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0368+STABILITY: SURFACE MOTION
 MP0368
 MP0368  HISTORY     - Date     Condition        Report By
 MP0368  HISTORY     - 1956     MONUMENTED       CGS
 MP0368  HISTORY     - 1983     GOOD             NGS
 MP0368
 MP0368                          STATION DESCRIPTION
 MP0368
 MP0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0368'3.0 MI E FROM CRESTON.
 MP0368'3.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MP0368'AT CRESTON, 96.6 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 5.5
 MP0368'FEET SOUTHWEST OF THE 5TH POLE EAST OF MILEPOST 709, 3.5 FEET
 MP0368'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0368'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION
 MP0368'12, TOWNSHIP 20 NORTH, RANGE 92 WEST.
 MP0368
 MP0368                          STATION RECOVERY (1983)
 MP0368
 MP0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0398 ***********************************************************************
 MP0398  DESIGNATION -  X 117
 MP0398  PID         -  MP0398
 MP0398  STATE/COUNTY-  WY/CARBON
 MP0398  USGS QUAD   -  EIGHTMILE LAKE (1981)
 MP0398
 MP0398                         *CURRENT SURVEY CONTROL
 MP0398  ___________________________________________________________________
 MP0398* NAD 83(1986)-  41 32 41.     (N)    107 55 28.     (W)     SCALED    
 MP0398* NAVD 88     -      2042.010  (meters)    6699.49   (feet)  ADJUSTED  
 MP0398  ___________________________________________________________________
 MP0398  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 MP0398  DYNAMIC HT  -        2040.180 (meters)    6693.49  (feet)  COMP
 MP0398  MODELED GRAV-     979,654.2   (mgal)                       NAVD 88
 MP0398
 MP0398  VERT ORDER  -  FIRST     CLASS II
 MP0398
 MP0398.The horizontal coordinates were scaled from a topographic map and have
 MP0398.an estimated accuracy of +/- 6 seconds.
 MP0398
 MP0398.The orthometric height was determined by differential leveling
 MP0398.and adjusted by the National Geodetic Survey in June 1991..
 MP0398
 MP0398.The geoid height was determined by GEOID03.
 MP0398
 MP0398.The dynamic height is computed by dividing the NAVD 88
 MP0398.geopotential number by the normal gravity value computed on the
 MP0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0398.degrees latitude (g = 980.6199 gals.).
 MP0398
 MP0398.The modeled gravity was interpolated from observed gravity values.
 MP0398
 MP0398;                    North         East    Units  Estimated Accuracy
 MP0398;SPC WYEC     -   216,180.      350,680.      MT  (+/- 180 meters Scaled)
 MP0398
 MP0398                          SUPERSEDED SURVEY CONTROL
 MP0398
 MP0398  NGVD 29 (??/??/92) 2040.688  (m)         6695.16   (f) ADJ UNCH    1 2
 MP0398
 MP0398.Superseded values are not recommended for survey control.
 MP0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0398.See file dsdata.txt to determine how the superseded data were derived.
 MP0398
 MP0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG560033(NAD 83)
 MP0398_MARKER: DB = BENCH MARK DISK
 MP0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0398_STAMPING: X 117 1956
 MP0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0398+STABILITY: SURFACE MOTION
 MP0398
 MP0398  HISTORY     - Date     Condition        Report By
 MP0398  HISTORY     - 1956     MONUMENTED       CGS
 MP0398
 MP0398                          STATION DESCRIPTION
 MP0398
 MP0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0398'9.3 MI S FROM WAMSUTTER.
 MP0398'9.3 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 MP0398'RAILROAD STATION AT WAMSUTTER, 144 FEET WEST OF THE SOUTHWEST END OF A
 MP0398'20 INCH STEEL PIPE CULVERT, 125 FEET SOUTHWEST OF THE CENTER LINE OF
 MP0398'THE ROAD, 3.5 FEET NORTHWEST OF A WITNESS POST, ON TOP OF A SMALL
 MP0398'RIDGE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MP0398'THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 18, TOWNSHIP 18 NORTH,
 MP0398'RANGE 93 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0127 ***********************************************************************
 OU0127  DESIGNATION -  X 119
 OU0127  PID         -  OU0127
 OU0127  STATE/COUNTY-  WY/CONVERSE
 OU0127  USGS QUAD   -  WAGONHOUND CREEK (1981)
 OU0127
 OU0127                         *CURRENT SURVEY CONTROL
 OU0127  ___________________________________________________________________
 OU0127* NAD 83(1986)-  43 28 53.     (N)    104 54 51.     (W)     SCALED    
 OU0127* NAVD 88     -      1348.615  (meters)    4424.58   (feet)  ADJUSTED  
 OU0127  ___________________________________________________________________
 OU0127  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 OU0127  DYNAMIC HT  -        1347.937 (meters)    4422.36  (feet)  COMP
 OU0127  MODELED GRAV-     980,069.6   (mgal)                       NAVD 88
 OU0127
 OU0127  VERT ORDER  -  SECOND    CLASS 0
 OU0127
 OU0127.The horizontal coordinates were scaled from a topographic map and have
 OU0127.an estimated accuracy of +/- 6 seconds.
 OU0127
 OU0127.The orthometric height was determined by differential leveling
 OU0127.and adjusted by the National Geodetic Survey in June 1991..
 OU0127
 OU0127.The geoid height was determined by GEOID03.
 OU0127
 OU0127.The dynamic height is computed by dividing the NAVD 88
 OU0127.geopotential number by the normal gravity value computed on the
 OU0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0127.degrees latitude (g = 980.6199 gals.).
 OU0127
 OU0127.The modeled gravity was interpolated from observed gravity values.
 OU0127
 OU0127;                    North         East    Units  Estimated Accuracy
 OU0127;SPC WY E     -   331,160.      220,430.      MT  (+/- 180 meters Scaled)
 OU0127
 OU0127                          SUPERSEDED SURVEY CONTROL
 OU0127
 OU0127  NGVD 29 (??/??/92) 1347.885  (m)         4422.19   (f) ADJ UNCH    2 0
 OU0127
 OU0127.Superseded values are not recommended for survey control.
 OU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0127.See file dsdata.txt to determine how the superseded data were derived.
 OU0127
 OU0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ069142(NAD 83)
 OU0127_MARKER: DB = BENCH MARK DISK
 OU0127_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OU0127_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OU0127_STAMPING: X 119 1957
 OU0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0127
 OU0127  HISTORY     - Date     Condition        Report By
 OU0127  HISTORY     - 1957     MONUMENTED       CGS
 OU0127  HISTORY     - 1975     GOOD             USGS
 OU0127
 OU0127                          STATION DESCRIPTION
 OU0127
 OU0127'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 OU0127'6.6 MI NE FROM DULL CENTER.
 OU0127'DULL CENTER ROAD AND CHEYENNE RIVER CROSSING - ABOUT 41 MILES,
 OU0127'AIRLINE, SOUTHWEST OF NEWCASTLE, WESTON CO. WYO., ABOUT 1.4
 OU0127'MILES WEST OF THE W-4 RANCH BUILDINGS AND 0.3 MILE NORTH OF THE
 OU0127'WESTON-CONVERSE CO. LINE.  THENCE, 0.3 MILE SOUTHWEST TO COUNTY
 OU0127'LINE, THENCE, 1.5 MILES SOUTHWEST ALONG COUNTY ROAD TO
 OU0127'CATTLEGUARD.  62 FEET EAST OF THE CENTERLINE OF CATTLEGUARD AND
 OU0127'2.7 FEET NORTH OF FENCE LINE.  IN THE SW 1/4 OF SEC. 33, T. 41 N.,
 OU0127'R. 67 W.)  A STANDARD DISK, STAMPED X 119 1957, BRAZED ON THE
 OU0127'TOP OF A 2-INCH GALVANIZED PIPE WHICH PROJECTS 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0215 ***********************************************************************
 PX0215  DESIGNATION -  X 12
 PX0215  PID         -  PX0215
 PX0215  STATE/COUNTY-  WY/PARK
 PX0215  USGS QUAD   -  CLAYTON MOUNTAIN (1991)
 PX0215
 PX0215                         *CURRENT SURVEY CONTROL
 PX0215  ___________________________________________________________________
 PX0215* NAD 83(1986)-  44 27 26.     (N)    109 43 24.     (W)     SCALED    
 PX0215* NAVD 88     -      1873.766  (meters)    6147.51   (feet)  POSTED    
 PX0215  ___________________________________________________________________
 PX0215  GEOID HEIGHT-          -7.87  (meters)                     GEOID03
 PX0215  DYNAMIC HT  -        1872.710 (meters)    6144.05  (feet)  COMP
 PX0215  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 PX0215
 PX0215  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PX0215
 PX0215.The horizontal coordinates were scaled from a topographic map and have
 PX0215.an estimated accuracy of +/- 6 seconds.
 PX0215
 PX0215.The orthometric height was determined by differential leveling
 PX0215.and adjusted by the National Geodetic Survey in 1992..
 PX0215.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PX0215.rate of 1.1 thru 2.0 mm/km.
 PX0215
 PX0215.The geoid height was determined by GEOID03.
 PX0215
 PX0215.The dynamic height is computed by dividing the NAVD 88
 PX0215.geopotential number by the normal gravity value computed on the
 PX0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0215.degrees latitude (g = 980.6199 gals.).
 PX0215
 PX0215.The modeled gravity was interpolated from observed gravity values.
 PX0215
 PX0215;                    North         East    Units  Estimated Accuracy
 PX0215;SPC WYWC     -   440,010.      522,540.      MT  (+/- 180 meters Scaled)
 PX0215
 PX0215                          SUPERSEDED SURVEY CONTROL
 PX0215
 PX0215  NGVD 29 (??/??/92) 1872.581  (m)         6143.63   (f) ADJ UNCH    2 0
 PX0215
 PX0215.Superseded values are not recommended for survey control.
 PX0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0215.See file dsdata.txt to determine how the superseded data were derived.
 PX0215
 PX0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ015234(NAD 83)
 PX0215_MARKER: DB = BENCH MARK DISK
 PX0215_SETTING: 80 = SET IN A BOULDER
 PX0215_MARK LOGO: CGS   
 PX0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0215+STABILITY: SURFACE MOTION
 PX0215
 PX0215  HISTORY     - Date     Condition        Report By
 PX0215  HISTORY     - UNK      MONUMENTED       CGS
 PX0215  HISTORY     - 1935     GOOD             NGS
 PX0215  HISTORY     - 1970     MARK NOT FOUND   USGS
 PX0215  HISTORY     - 20000712 MARK NOT FOUND   CGS
 PX0215
 PX0215                          STATION DESCRIPTION
 PX0215
 PX0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PX0215'16.9 MI E FROM EAST ENTRANCE.
 PX0215'IN PARK COUNTY, 16.9 MILES EAST ALONG THE EAST ENTRANCE-CODY ROAD FROM
 PX0215'EAST ENTRANCE, YELLOWSTONE NATIONAL PARK, 30 FEET WEST OF THE
 PX0215'CENTERLINE OF THE ROAD AT SURVEY STATION 850+50, LEVEL WITH THE ROAD,
 PX0215'AND IN A BOULDER.  A STANDARD DISK.
 PX0215
 PX0215                          STATION RECOVERY (1970)
 PX0215
 PX0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 PX0215'MARK NOT FOUND.
 PX0215
 PX0215                          STATION RECOVERY (2000)
 PX0215
 PX0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0215'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0218 ***********************************************************************
 PV0218  DESIGNATION -  X 120
 PV0218  PID         -  PV0218
 PV0218  STATE/COUNTY-  WY/CAMPBELL
 PV0218  USGS QUAD   -  ROZET (1971)
 PV0218
 PV0218                         *CURRENT SURVEY CONTROL
 PV0218  ___________________________________________________________________
 PV0218* NAD 83(1986)-  44 16 52.     (N)    105 08 55.     (W)     SCALED    
 PV0218* NAVD 88     -      1295.011  (meters)    4248.72   (feet)  ADJUSTED  
 PV0218  ___________________________________________________________________
 PV0218  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 PV0218  DYNAMIC HT  -        1294.481 (meters)    4246.98  (feet)  COMP
 PV0218  MODELED GRAV-     980,164.3   (mgal)                       NAVD 88
 PV0218
 PV0218  VERT ORDER  -  FIRST     CLASS II
 PV0218
 PV0218.The horizontal coordinates were scaled from a topographic map and have
 PV0218.an estimated accuracy of +/- 6 seconds.
 PV0218
 PV0218.The orthometric height was determined by differential leveling
 PV0218.and adjusted by the National Geodetic Survey in June 1991..
 PV0218
 PV0218.The geoid height was determined by GEOID03.
 PV0218
 PV0218.The dynamic height is computed by dividing the NAVD 88
 PV0218.geopotential number by the normal gravity value computed on the
 PV0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0218.degrees latitude (g = 980.6199 gals.).
 PV0218
 PV0218.The modeled gravity was interpolated from observed gravity values.
 PV0218
 PV0218;                    North         East    Units  Estimated Accuracy
 PV0218;SPC WY E     -   419,980.      201,440.      MT  (+/- 180 meters Scaled)
 PV0218
 PV0218                          SUPERSEDED SURVEY CONTROL
 PV0218
 PV0218  NGVD 29 (??/??/92) 1294.387  (m)         4246.67   (f) ADJ UNCH    1 2
 PV0218
 PV0218.Superseded values are not recommended for survey control.
 PV0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0218.See file dsdata.txt to determine how the superseded data were derived.
 PV0218
 PV0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK881031(NAD 83)
 PV0218_MARKER: DB = BENCH MARK DISK
 PV0218_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PV0218_SP_SET: SMALL BRIDGE ABUTMENT
 PV0218_STAMPING: X 120 1957
 PV0218_MARK LOGO: CGS   
 PV0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0218+STABILITY: SURFACE MOTION
 PV0218
 PV0218  HISTORY     - Date     Condition        Report By
 PV0218  HISTORY     - 1957     MONUMENTED       CGS
 PV0218  HISTORY     - 1985     GOOD             NGS
 PV0218  HISTORY     - 20000609 MARK NOT FOUND   USGS
 PV0218
 PV0218                          STATION DESCRIPTION
 PV0218
 PV0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0218'10.1 MI W FROM MOORCROFT.
 PV0218'10.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PV0218'FROM THE STATION AT MOORCROFT, IN THE TOP OF THE NORTH END OF THE
 PV0218'WEST ABUTMENT OF BRIDGE 579.31, 6 FEET NORTH OF THE NORTH RAIL
 PV0218'AND ABOUT 4 FEET LOWER THAN THE TRACK.
 PV0218
 PV0218                          STATION RECOVERY (1985)
 PV0218
 PV0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0218'RECOVERED IN GOOD CONDITION.  HOWEVER, IT WILL SOON BE BURIED BY A NEW
 PV0218'RAILROAD BRIDGE HEADWALL.
 PV0218
 PV0218                          STATION RECOVERY (2000)
 PV0218
 PV0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (RS)
 PV0218'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0269 ***********************************************************************
 PV0269  DESIGNATION -  X 121
 PV0269  PID         -  PV0269
 PV0269  STATE/COUNTY-  WY/CAMPBELL
 PV0269  USGS QUAD   -  GILLETTE WEST (1971)
 PV0269
 PV0269                         *CURRENT SURVEY CONTROL
 PV0269  ___________________________________________________________________
 PV0269* NAD 83(1986)-  44 17 48.     (N)    105 33 29.     (W)     SCALED    
 PV0269* NAVD 88     -      1416.735  (meters)    4648.07   (feet)  ADJUSTED  
 PV0269  ___________________________________________________________________
 PV0269  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 PV0269  DYNAMIC HT  -        1416.147 (meters)    4646.14  (feet)  COMP
 PV0269  MODELED GRAV-     980,153.2   (mgal)                       NAVD 88
 PV0269
 PV0269  VERT ORDER  -  FIRST     CLASS II
 PV0269
 PV0269.The horizontal coordinates were scaled from a topographic map and have
 PV0269.an estimated accuracy of +/- 6 seconds.
 PV0269
 PV0269.The orthometric height was determined by differential leveling
 PV0269.and adjusted by the National Geodetic Survey in June 1991..
 PV0269
 PV0269.The geoid height was determined by GEOID03.
 PV0269
 PV0269.The dynamic height is computed by dividing the NAVD 88
 PV0269.geopotential number by the normal gravity value computed on the
 PV0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0269.degrees latitude (g = 980.6199 gals.).
 PV0269
 PV0269.The modeled gravity was interpolated from observed gravity values.
 PV0269
 PV0269;                    North         East    Units  Estimated Accuracy
 PV0269;SPC WY E     -   421,790.      168,770.      MT  (+/- 180 meters Scaled)
 PV0269
 PV0269                          SUPERSEDED SURVEY CONTROL
 PV0269
 PV0269  NGVD 29 (??/??/92) 1416.076  (m)         4645.91   (f) ADJ UNCH    1 2
 PV0269
 PV0269.Superseded values are not recommended for survey control.
 PV0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0269.See file dsdata.txt to determine how the superseded data were derived.
 PV0269
 PV0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK554049(NAD 83)
 PV0269_MARKER: DB = BENCH MARK DISK
 PV0269_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PV0269_SP_SET: 24 FEET
 PV0269_STAMPING: X 121 1957
 PV0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0269
 PV0269  HISTORY     - Date     Condition        Report By
 PV0269  HISTORY     - 1957     MONUMENTED       CGS
 PV0269
 PV0269                          STATION DESCRIPTION
 PV0269
 PV0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0269'2.7 MI W FROM GILLETTE.
 PV0269'ABOUT 2.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QINCY
 PV0269'RAILROAD FROM THE STATION AT GILLETTE, 138 FEET SOUTH OF THE
 PV0269'4TH POLE EAST OF MILEPOST 600, AT THE EAST END OF A CUT,
 PV0269'77 FEET SOUTH OF THE SOUTH RAIL, 61 FEET NORTH OF THE CENTER
 PV0269'LINE OF A DIRT ROAD, 6 FEET NORTH OF THE FENCE, 2 FEET WEST
 PV0269'OF A CONCRETE WITNESS POST, A DISK ON A COPPER COATED ROD
 PV0269'THAT IS DRIVEN TO A DEPTH OF 24 FEET AND IS ENCASED IN A 6-INCH
 PV0269'TILE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0305 ***********************************************************************
 PV0305  DESIGNATION -  X 122
 PV0305  PID         -  PV0305
 PV0305  STATE/COUNTY-  WY/CAMPBELL
 PV0305  USGS QUAD   -  ECHETA (1972)
 PV0305
 PV0305                         *CURRENT SURVEY CONTROL
 PV0305  ___________________________________________________________________
 PV0305* NAD 83(1986)-  44 28 17.     (N)    105 53 18.     (W)     SCALED    
 PV0305* NAVD 88     -      1234.227  (meters)    4049.29   (feet)  ADJUSTED  
 PV0305  ___________________________________________________________________
 PV0305  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 PV0305  DYNAMIC HT  -        1233.738 (meters)    4047.69  (feet)  COMP
 PV0305  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 PV0305
 PV0305  VERT ORDER  -  FIRST     CLASS II
 PV0305
 PV0305.The horizontal coordinates were scaled from a topographic map and have
 PV0305.an estimated accuracy of +/- 6 seconds.
 PV0305
 PV0305.The orthometric height was determined by differential leveling
 PV0305.and adjusted by the National Geodetic Survey in June 1991..
 PV0305
 PV0305.The geoid height was determined by GEOID03.
 PV0305
 PV0305.The dynamic height is computed by dividing the NAVD 88
 PV0305.geopotential number by the normal gravity value computed on the
 PV0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0305.degrees latitude (g = 980.6199 gals.).
 PV0305
 PV0305.The modeled gravity was interpolated from observed gravity values.
 PV0305
 PV0305;                    North         East    Units  Estimated Accuracy
 PV0305;SPC WY E     -   441,380.      142,580.      MT  (+/- 180 meters Scaled)
 PV0305
 PV0305                          SUPERSEDED SURVEY CONTROL
 PV0305
 PV0305  NGVD 29 (??/??/92) 1233.552  (m)         4047.08   (f) ADJ UNCH    1 2
 PV0305
 PV0305.Superseded values are not recommended for survey control.
 PV0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0305.See file dsdata.txt to determine how the superseded data were derived.
 PV0305
 PV0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK293246(NAD 83)
 PV0305_MARKER: DB = BENCH MARK DISK
 PV0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0305_STAMPING: X 122 1957
 PV0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0305+STABILITY: SURFACE MOTION
 PV0305
 PV0305  HISTORY     - Date     Condition        Report By
 PV0305  HISTORY     - 1957     MONUMENTED       CGS
 PV0305
 PV0305                          STATION DESCRIPTION
 PV0305
 PV0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0305'18.7 MI SE FROM ARVADA.
 PV0305'ABOUT 18.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 PV0305'QUINCY RAILROAD FROM THE STATION AT ARVADA, 42 FEET NORTHEAST
 PV0305'OF THE 13TH POLE NORTHWEST OF MILEPOST 622, 0.15 MILE SOUTH
 PV0305'OF A SCHOOLHOUSE, 92 FEET NORTHEAST OF THE NORTHEAST RAIL,
 PV0305'55 FEET NORTHWEST OF THE CENTER OF A GATE, 36 FEET SOUTHWEST
 PV0305'OF THE CENTER LINE OF A DIRT ROAD, 2 1/2 FEET SOUTHWEST OF THE
 PV0305'FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 PV0305'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A
 PV0305'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0198 ***********************************************************************
 PW0198  DESIGNATION -  X 123
 PW0198  PID         -  PW0198
 PW0198  STATE/COUNTY-  WY/SHERIDAN
 PW0198  USGS QUAD   -  RANCHESTER (1978)
 PW0198
 PW0198                         *CURRENT SURVEY CONTROL
 PW0198  ___________________________________________________________________
 PW0198* NAD 83(1986)-  44 55 20.     (N)    107 11 46.     (W)     SCALED    
 PW0198* NAVD 88     -      1175.850  (meters)    3857.77   (feet)  ADJUSTED  
 PW0198  ___________________________________________________________________
 PW0198  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 PW0198  DYNAMIC HT  -        1175.433 (meters)    3856.40  (feet)  COMP
 PW0198  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 PW0198
 PW0198  VERT ORDER  -  FIRST     CLASS II
 PW0198
 PW0198.The horizontal coordinates were scaled from a topographic map and have
 PW0198.an estimated accuracy of +/- 6 seconds.
 PW0198
 PW0198.The orthometric height was determined by differential leveling
 PW0198.and adjusted by the National Geodetic Survey in June 1991..
 PW0198
 PW0198.The geoid height was determined by GEOID03.
 PW0198
 PW0198.The dynamic height is computed by dividing the NAVD 88
 PW0198.geopotential number by the normal gravity value computed on the
 PW0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0198.degrees latitude (g = 980.6199 gals.).
 PW0198
 PW0198.The modeled gravity was interpolated from observed gravity values.
 PW0198
 PW0198;                    North         East    Units  Estimated Accuracy
 PW0198;SPC WYEC     -   591,230.      410,830.      MT  (+/- 180 meters Scaled)
 PW0198
 PW0198                          SUPERSEDED SURVEY CONTROL
 PW0198
 PW0198  NGVD 29 (??/??/92) 1175.092  (m)         3855.28   (f) ADJ UNCH    1 2
 PW0198
 PW0198.Superseded values are not recommended for survey control.
 PW0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0198.See file dsdata.txt to determine how the superseded data were derived.
 PW0198
 PW0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK266766(NAD 83)
 PW0198_MARKER: DB = BENCH MARK DISK
 PW0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0198_SP_SET: ABUTMENT
 PW0198_STAMPING: X 123 1957
 PW0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0198
 PW0198  HISTORY     - Date     Condition        Report By
 PW0198  HISTORY     - 1957     MONUMENTED       CGS
 PW0198  HISTORY     - 1983     GOOD             NGS
 PW0198
 PW0198                          STATION DESCRIPTION
 PW0198
 PW0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0198'1.8 MI NW FROM RANCHESTER.
 PW0198'ABOUT 1.8 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0198'RAILROAD FROM THE STATION AT RANCHESTER, IN THE TOP OF THE NORTHEAST
 PW0198'END OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE NUMBER 716.66, 5 1/2
 PW0198'FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL
 PW0198'OF THE TRACK.
 PW0198
 PW0198                          STATION RECOVERY (1983)
 PW0198
 PW0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0198'ADD: THE MARK IS NOW 0.6 M (2 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0032 ***********************************************************************
 OU0032  DESIGNATION -  X 124
 OU0032  PID         -  OU0032
 OU0032  STATE/COUNTY-  WY/WESTON
 OU0032  USGS QUAD   -  OWENS (1951)
 OU0032
 OU0032                         *CURRENT SURVEY CONTROL
 OU0032  ___________________________________________________________________
 OU0032* NAD 83(1986)-  43 43 05.     (N)    104 08 04.     (W)     SCALED    
 OU0032* NAVD 88     -      1233.770  (meters)    4047.79   (feet)  ADJUSTED  
 OU0032  ___________________________________________________________________
 OU0032  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 OU0032  DYNAMIC HT  -        1233.238 (meters)    4046.05  (feet)  COMP
 OU0032  MODELED GRAV-     980,144.8   (mgal)                       NAVD 88
 OU0032
 OU0032  VERT ORDER  -  FIRST     CLASS II
 OU0032
 OU0032.The horizontal coordinates were scaled from a topographic map and have
 OU0032.an estimated accuracy of +/- 6 seconds.
 OU0032
 OU0032.The orthometric height was determined by differential leveling
 OU0032.and adjusted by the National Geodetic Survey in June 1991..
 OU0032
 OU0032.The geoid height was determined by GEOID03.
 OU0032
 OU0032.The dynamic height is computed by dividing the NAVD 88
 OU0032.geopotential number by the normal gravity value computed on the
 OU0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0032.degrees latitude (g = 980.6199 gals.).
 OU0032
 OU0032.The modeled gravity was interpolated from observed gravity values.
 OU0032
 OU0032;                    North         East    Units  Estimated Accuracy
 OU0032;SPC WY E     -   357,940.      283,180.      MT  (+/- 180 meters Scaled)
 OU0032
 OU0032                          SUPERSEDED SURVEY CONTROL
 OU0032
 OU0032  NGVD 29 (??/??/92) 1233.156  (m)         4045.78   (f) ADJ UNCH    1 2
 OU0032
 OU0032.Superseded values are not recommended for survey control.
 OU0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0032.See file dsdata.txt to determine how the superseded data were derived.
 OU0032
 OU0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ697409(NAD 83)
 OU0032_MARKER: DB = BENCH MARK DISK
 OU0032_SETTING: 80 = SET IN A BOULDER
 OU0032_SP_SET: BOULDER
 OU0032_STAMPING: X 124 1957
 OU0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0032+STABILITY: SURFACE MOTION
 OU0032
 OU0032  HISTORY     - Date     Condition        Report By
 OU0032  HISTORY     - 1957     MONUMENTED       CGS
 OU0032
 OU0032                          STATION DESCRIPTION
 OU0032
 OU0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0032'10.8 MI SE FROM NEWCASTLE.
 OU0032'ABOUT 10.85 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0032'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 12,
 OU0032'T. 43 N., R. 61 W., 8 POLES SOUTH OF MILEPOST 510, 6 POLES NORTH
 OU0032'OF THE STATION SIGN AT OWENS SIDING, 44 FEET EAST OF THE EAST
 OU0032'RAIL OF THE MAIN TRACK, 9 FEET WEST OF THE FENCE LINE, ABOUT 4
 OU0032'FEET ABOVE THE LEVEL OF THE TRACK AND IN THE TOP OF A LARGE
 OU0032'LIMESTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0072 ***********************************************************************
 OU0072  DESIGNATION -  X 125
 OU0072  PID         -  OU0072
 OU0072  STATE/COUNTY-  WY/WESTON
 OU0072  USGS QUAD   -  OSAGE (1972)
 OU0072
 OU0072                         *CURRENT SURVEY CONTROL
 OU0072  ___________________________________________________________________
 OU0072* NAD 83(1986)-  43 57 35.     (N)    104 24 09.     (W)     SCALED    
 OU0072* NAVD 88     -      1313.000  (meters)    4307.73   (feet)  ADJUSTED  
 OU0072  ___________________________________________________________________
 OU0072  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 OU0072  DYNAMIC HT  -        1312.438 (meters)    4305.89  (feet)  COMP
 OU0072  MODELED GRAV-     980,144.2   (mgal)                       NAVD 88
 OU0072
 OU0072  VERT ORDER  -  FIRST     CLASS II
 OU0072
 OU0072.The horizontal coordinates were scaled from a topographic map and have
 OU0072.an estimated accuracy of +/- 6 seconds.
 OU0072
 OU0072.The orthometric height was determined by differential leveling
 OU0072.and adjusted by the National Geodetic Survey in June 1991..
 OU0072
 OU0072.The geoid height was determined by GEOID03.
 OU0072
 OU0072.The dynamic height is computed by dividing the NAVD 88
 OU0072.geopotential number by the normal gravity value computed on the
 OU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0072.degrees latitude (g = 980.6199 gals.).
 OU0072
 OU0072.The modeled gravity was interpolated from observed gravity values.
 OU0072
 OU0072;                    North         East    Units  Estimated Accuracy
 OU0072;SPC WY E     -   384,560.      261,330.      MT  (+/- 180 meters Scaled)
 OU0072
 OU0072                          SUPERSEDED SURVEY CONTROL
 OU0072
 OU0072  NGVD 29 (??/??/92) 1312.364  (m)         4305.65   (f) ADJ UNCH    1 2
 OU0072
 OU0072.Superseded values are not recommended for survey control.
 OU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0072.See file dsdata.txt to determine how the superseded data were derived.
 OU0072
 OU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ479675(NAD 83)
 OU0072_MARKER: DB = BENCH MARK DISK
 OU0072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OU0072_SP_SET: HEADWALL
 OU0072_STAMPING: X 125 1957
 OU0072_MARK LOGO: CGS   
 OU0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0072+STABILITY: SURFACE MOTION
 OU0072
 OU0072  HISTORY     - Date     Condition        Report By
 OU0072  HISTORY     - 1957     MONUMENTED       CGS
 OU0072  HISTORY     - 1985     GOOD             NGS
 OU0072
 OU0072                          STATION DESCRIPTION
 OU0072
 OU0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0072'1.7 MI SE FROM OSAGE.
 OU0072'ABOUT 1.7 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0072'QUINCY RAILROAD FROM THE STATION AT OSAGE, 12 POLES SOUTHEAST
 OU0072'OF MILEPOST 534, 10 RAILS NORTHWEST OF THE CENTER OF A PRIVATE
 OU0072'ROAD CROSSING, IN THE CENTER OF THE TOP OF THE SOUTHWEST HEAD
 OU0072'WALL OF A 6 X 8-FOOT CONCRETE BOX CULVERT, 17 FEET SOUTHWEST
 OU0072'OF THE SOUTHWEST RAIL AND ABOUT 7 FEET LOWER THAN THE TRACK.
 OU0072
 OU0072                          STATION RECOVERY (1985)
 OU0072
 OU0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0072'RECOVERED IN GOOD CONDITION.  EXCEPT ADD--21.4 KM (13.35 MI) NORTHWEST
 OU0072'ALONG US HIGHWAY 16 FROM THE COUNTY COURTHOUSE AT NEWCASTLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0165 ***********************************************************************
 PW0165  DESIGNATION -  X 126
 PW0165  PID         -  PW0165
 PW0165  STATE/COUNTY-  WY/SHERIDAN
 PW0165  USGS QUAD   -  ULM (1970)
 PW0165
 PW0165                         *CURRENT SURVEY CONTROL
 PW0165  ___________________________________________________________________
 PW0165* NAD 83(1986)-  44 39 50.     (N)    106 35 44.     (W)     SCALED    
 PW0165* NAVD 88     -      1339.859  (meters)    4395.85   (feet)  ADJUSTED  
 PW0165  ___________________________________________________________________
 PW0165  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 PW0165  DYNAMIC HT  -        1339.293 (meters)    4394.00  (feet)  COMP
 PW0165  MODELED GRAV-     980,148.6   (mgal)                       NAVD 88
 PW0165
 PW0165  VERT ORDER  -  FIRST     CLASS II
 PW0165
 PW0165.The horizontal coordinates were scaled from a topographic map and have
 PW0165.an estimated accuracy of +/- 6 seconds.
 PW0165
 PW0165.The orthometric height was determined by differential leveling
 PW0165.and adjusted by the National Geodetic Survey in June 1991..
 PW0165
 PW0165.The geoid height was determined by GEOID03.
 PW0165
 PW0165.The dynamic height is computed by dividing the NAVD 88
 PW0165.geopotential number by the normal gravity value computed on the
 PW0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0165.degrees latitude (g = 980.6199 gals.).
 PW0165
 PW0165.The modeled gravity was interpolated from observed gravity values.
 PW0165
 PW0165;                    North         East    Units  Estimated Accuracy
 PW0165;SPC WYEC     -   562,780.      458,510.      MT  (+/- 180 meters Scaled)
 PW0165
 PW0165                          SUPERSEDED SURVEY CONTROL
 PW0165
 PW0165  NGVD 29 (??/??/92) 1339.085  (m)         4393.31   (f) ADJ UNCH    1 2
 PW0165
 PW0165.Superseded values are not recommended for survey control.
 PW0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0165.See file dsdata.txt to determine how the superseded data were derived.
 PW0165
 PW0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK735468(NAD 83)
 PW0165_MARKER: DB = BENCH MARK DISK
 PW0165_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0165_SP_SET: 14 FEET
 PW0165_STAMPING: X 126 1957
 PW0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0165
 PW0165  HISTORY     - Date     Condition        Report By
 PW0165  HISTORY     - 1957     MONUMENTED       CGS
 PW0165
 PW0165                          STATION DESCRIPTION
 PW0165
 PW0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0165'12.25 MI NW FROM CLEARMONT.
 PW0165'12.25 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0165'RAILROAD FROM THE STATION AT CLEARMONT, 36 FEET NORTHEAST OF THE 2ND
 PW0165'POLE SOUTH OF MILEPOST 673, 88 FEET EAST OF THE EAST RAIL, 38 FEET
 PW0165'WEST OF THE CENTER LINE OF A ROAD, 2 1/2 FEET WEST OF A FENCE, 1 1/2
 PW0165'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 PW0165'LEVEL OF THE TRACK AND 2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE
 PW0165'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 14
 PW0165'FEET AND IS ENCASED IN A 6-INCH TILE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0046 ***********************************************************************
 PW0046  DESIGNATION -  X 127
 PW0046  PID         -  PW0046
 PW0046  STATE/COUNTY-  WY/SHERIDAN
 PW0046  USGS QUAD   -  CLEARMONT (1971)
 PW0046
 PW0046                         *CURRENT SURVEY CONTROL
 PW0046  ___________________________________________________________________
 PW0046* NAD 83(1986)-  44 38 22.     (N)    106 28 20.     (W)     SCALED    
 PW0046* NAVD 88     -      1249.916  (meters)    4100.77   (feet)  ADJUSTED  
 PW0046  ___________________________________________________________________
 PW0046  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 PW0046  DYNAMIC HT  -        1249.416 (meters)    4099.13  (feet)  COMP
 PW0046  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 PW0046
 PW0046  VERT ORDER  -  FIRST     CLASS II
 PW0046
 PW0046.The horizontal coordinates were scaled from a topographic map and have
 PW0046.an estimated accuracy of +/- 6 seconds.
 PW0046
 PW0046.The orthometric height was determined by differential leveling
 PW0046.and adjusted by the National Geodetic Survey in June 1991..
 PW0046
 PW0046.The geoid height was determined by GEOID03.
 PW0046
 PW0046.The dynamic height is computed by dividing the NAVD 88
 PW0046.geopotential number by the normal gravity value computed on the
 PW0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0046.degrees latitude (g = 980.6199 gals.).
 PW0046
 PW0046.The modeled gravity was interpolated from observed gravity values.
 PW0046
 PW0046;                    North         East    Units  Estimated Accuracy
 PW0046;SPC WYEC     -   560,160.      468,320.      MT  (+/- 180 meters Scaled)
 PW0046
 PW0046                          SUPERSEDED SURVEY CONTROL
 PW0046
 PW0046  NGVD 29 (??/??/92) 1249.184  (m)         4098.36   (f) ADJ UNCH    1 2
 PW0046
 PW0046.Superseded values are not recommended for survey control.
 PW0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0046.See file dsdata.txt to determine how the superseded data were derived.
 PW0046
 PW0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK832439(NAD 83)
 PW0046_MARKER: DB = BENCH MARK DISK
 PW0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0046_STAMPING: X 127 1957
 PW0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0046+STABILITY: SURFACE MOTION
 PW0046
 PW0046  HISTORY     - Date     Condition        Report By
 PW0046  HISTORY     - 1957     MONUMENTED       CGS
 PW0046
 PW0046                          STATION DESCRIPTION
 PW0046
 PW0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0046'5.3 MI W FROM CLEARMONT.
 PW0046'5.3 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0046'THE STATION AT CLEARMONT, 84 FEET NORTH OF MILEPOST 666, 95 1/2 FEET
 PW0046'NORTH OF NORTH RAIL, 26 FEET SOUTH OF THE CENTER LINE OF A GRAVEL
 PW0046'ROAD, 6 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 PW0046'POST, ABOUT LEVEL WITH THE ROAD AND TRACK, AND IN THE TOP OF A
 PW0046'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0143 ***********************************************************************
 PW0143  DESIGNATION -  X 128
 PW0143  PID         -  PW0143
 PW0143  STATE/COUNTY-  WY/SHERIDAN
 PW0143  USGS QUAD   -  SHERIDAN (1977)
 PW0143
 PW0143                         *CURRENT SURVEY CONTROL
 PW0143  ___________________________________________________________________
 PW0143* NAD 83(1986)-  44 49 13.     (N)    106 54 03.     (W)     SCALED    
 PW0143* NAVD 88     -      1143.727  (meters)    3752.38   (feet)  ADJUSTED  
 PW0143  ___________________________________________________________________
 PW0143  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 PW0143  DYNAMIC HT  -        1143.326 (meters)    3751.06  (feet)  COMP
 PW0143  MODELED GRAV-     980,227.1   (mgal)                       NAVD 88
 PW0143
 PW0143  VERT ORDER  -  FIRST     CLASS II
 PW0143
 PW0143.The horizontal coordinates were scaled from a topographic map and have
 PW0143.an estimated accuracy of +/- 6 seconds.
 PW0143
 PW0143.The orthometric height was determined by differential leveling
 PW0143.and adjusted by the National Geodetic Survey in June 1991..
 PW0143
 PW0143.The geoid height was determined by GEOID03.
 PW0143
 PW0143.The dynamic height is computed by dividing the NAVD 88
 PW0143.geopotential number by the normal gravity value computed on the
 PW0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0143.degrees latitude (g = 980.6199 gals.).
 PW0143
 PW0143.The modeled gravity was interpolated from observed gravity values.
 PW0143
 PW0143;                    North         East    Units  Estimated Accuracy
 PW0143;SPC WYEC     -   579,980.      434,210.      MT  (+/- 180 meters Scaled)
 PW0143
 PW0143                          SUPERSEDED SURVEY CONTROL
 PW0143
 PW0143  NGVD 29 (??/??/92) 1143.016  (m)         3750.05   (f) ADJ UNCH    1 2
 PW0143
 PW0143.Superseded values are not recommended for survey control.
 PW0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0143.See file dsdata.txt to determine how the superseded data were derived.
 PW0143
 PW0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK497647(NAD 83)
 PW0143_MARKER: DB = BENCH MARK DISK
 PW0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0143_SP_SET: ABUTMENT
 PW0143_STAMPING: X 128 1957
 PW0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0143
 PW0143  HISTORY     - Date     Condition        Report By
 PW0143  HISTORY     - 1957     MONUMENTED       CGS
 PW0143
 PW0143                          STATION DESCRIPTION
 PW0143
 PW0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0143'4.05 MI NE FROM SHERIDAN.
 PW0143'4.05 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0143'FROM THE STATION AT SHERIDAN, IN THE TOP OF THE SOUTHEAST END OF THE
 PW0143'NORTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 694.48 OVER PRAIRIE DOG
 PW0143'CREEK, 5 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1 FOOT
 PW0143'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0191 ***********************************************************************
 PW0191  DESIGNATION -  X 129
 PW0191  PID         -  PW0191
 PW0191  STATE/COUNTY-  WY/SHERIDAN
 PW0191  USGS QUAD   -  DAYTON NORTH (1978)
 PW0191
 PW0191                         *CURRENT SURVEY CONTROL
 PW0191  ___________________________________________________________________
 PW0191* NAD 83(1986)-  44 56 23.     (N)    107 17 47.     (W)     SCALED    
 PW0191* NAVD 88     -      1268.746  (meters)    4162.54   (feet)  ADJUSTED  
 PW0191  ___________________________________________________________________
 PW0191  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 PW0191  DYNAMIC HT  -        1268.284 (meters)    4161.03  (feet)  COMP
 PW0191  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 PW0191
 PW0191  VERT ORDER  -  FIRST     CLASS II
 PW0191
 PW0191.The horizontal coordinates were scaled from a topographic map and have
 PW0191.an estimated accuracy of +/- 6 seconds.
 PW0191
 PW0191.The orthometric height was determined by differential leveling
 PW0191.and adjusted by the National Geodetic Survey in June 1991..
 PW0191
 PW0191.The geoid height was determined by GEOID03.
 PW0191
 PW0191.The dynamic height is computed by dividing the NAVD 88
 PW0191.geopotential number by the normal gravity value computed on the
 PW0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0191.degrees latitude (g = 980.6199 gals.).
 PW0191
 PW0191.The modeled gravity was interpolated from observed gravity values.
 PW0191
 PW0191;                    North         East    Units  Estimated Accuracy
 PW0191;SPC WYEC     -   593,170.      402,920.      MT  (+/- 180 meters Scaled)
 PW0191
 PW0191                          SUPERSEDED SURVEY CONTROL
 PW0191
 PW0191  NGVD 29 (??/??/92) 1267.963  (m)         4159.98   (f) ADJ UNCH    1 2
 PW0191
 PW0191.Superseded values are not recommended for survey control.
 PW0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0191.See file dsdata.txt to determine how the superseded data were derived.
 PW0191
 PW0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK188788(NAD 83)
 PW0191_MARKER: DB = BENCH MARK DISK
 PW0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0191_STAMPING: X 129 1957
 PW0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0191+STABILITY: SURFACE MOTION
 PW0191
 PW0191  HISTORY     - Date     Condition        Report By
 PW0191  HISTORY     - 1957     MONUMENTED       CGS
 PW0191
 PW0191                          STATION DESCRIPTION
 PW0191
 PW0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0191'2.05 MI SE FROM PARKMAN.
 PW0191'ABOUT 2.05 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0191'RAILROAD FROM THE STATION AT PARKMAN, 12 FEET NORTH OF MILEPOST 722,
 PW0191'22 1/2 FEET NORTH OF THE NORTH RAIL, 76 FEET SOUTH OF THE CENTER LINE
 PW0191'OF U.S. HIGHWAY 87, 2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WHITE
 PW0191'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 PW0191'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0208 ***********************************************************************
 OX0208  DESIGNATION -  X 13
 OX0208  PID         -  OX0208
 OX0208  STATE/COUNTY-  WY/TETON
 OX0208  USGS QUAD   -  COLTER BAY (1968)
 OX0208
 OX0208                         *CURRENT SURVEY CONTROL
 OX0208  ___________________________________________________________________
 OX0208* NAD 83(1986)-  43 58 44.     (N)    110 39 29.     (W)     SCALED    
 OX0208* NAVD 88     -      2074.354  (meters)    6805.61   (feet)  ADJUSTED  
 OX0208  ___________________________________________________________________
 OX0208  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 OX0208  DYNAMIC HT  -        2073.035 (meters)    6801.28  (feet)  COMP
 OX0208  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 OX0208
 OX0208  VERT ORDER  -  FIRST     CLASS II
 OX0208
 OX0208.The horizontal coordinates were scaled from a topographic map and have
 OX0208.an estimated accuracy of +/- 6 seconds.
 OX0208
 OX0208.The orthometric height was determined by differential leveling
 OX0208.and adjusted by the National Geodetic Survey in June 1991..
 OX0208.WARNING-Repeat measurements at this control monument indicate possible
 OX0208.vertical movement.
 OX0208
 OX0208.The geoid height was determined by GEOID03.
 OX0208
 OX0208.The dynamic height is computed by dividing the NAVD 88
 OX0208.geopotential number by the normal gravity value computed on the
 OX0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0208.degrees latitude (g = 980.6199 gals.).
 OX0208
 OX0208.The modeled gravity was interpolated from observed gravity values.
 OX0208
 OX0208;                    North         East    Units  Estimated Accuracy
 OX0208;SPC WY W     -   486,560.      753,890.      MT  (+/- 180 meters Scaled)
 OX0208
 OX0208                          SUPERSEDED SURVEY CONTROL
 OX0208
 OX0208  NGVD 29 (??/??/92) 2073.115  (m)         6801.54   (f) ADJ UNCH    1 2
 OX0208
 OX0208.Superseded values are not recommended for survey control.
 OX0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0208.See file dsdata.txt to determine how the superseded data were derived.
 OX0208
 OX0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP274695(NAD 83)
 OX0208_MARKER: DB = BENCH MARK DISK
 OX0208_SETTING: 80 = SET IN A BOULDER
 OX0208_SP_SET: BOULDER
 OX0208_STAMPING: X 13 1923 6801.479
 OX0208_MARK LOGO: CGS   
 OX0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0208+STABILITY: SURFACE MOTION
 OX0208
 OX0208  HISTORY     - Date     Condition        Report By
 OX0208  HISTORY     - 1923     MONUMENTED       CGS
 OX0208  HISTORY     - 1934     GOOD             NGS
 OX0208  HISTORY     - 1968     GOOD             USGS
 OX0208  HISTORY     - 1977     GOOD             USGS
 OX0208
 OX0208                          STATION DESCRIPTION
 OX0208
 OX0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OX0208'10.9 MI N FROM MORAN.
 OX0208'10.9 MILES NORTH ALONG U.S. HIGHWAY 87 W FROM THE DAM AT MORAN, TETON
 OX0208'COUNTY, 9.6 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 187, 0.2 MILE
 OX0208'NORTH OF ARIZONA RANGER STATION, 40 FEET EAST OF THE EDGE OF THE ROAD,
 OX0208'9 FEET HIGHER THAN THE ROAD, 1 FOOT ABOVE THE GROUND, AND IN THE TOP
 OX0208'OF A BOULDER.  A STANDARD DISK, STAMPED 6801.479 X 13 1923.
 OX0208
 OX0208                          STATION RECOVERY (1968)
 OX0208
 OX0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OX0208'RECOVERED IN GOOD CONDITION.
 OX0208
 OX0208                          STATION RECOVERY (1977)
 OX0208
 OX0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 OX0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0217 ***********************************************************************
 MO0217  DESIGNATION -  X 130
 MO0217  PID         -  MO0217
 MO0217  STATE/COUNTY-  WY/LARAMIE
 MO0217  USGS QUAD   -  CAMPSTOOL (1978)
 MO0217
 MO0217                         *CURRENT SURVEY CONTROL
 MO0217  ___________________________________________________________________
 MO0217* NAD 83(1986)-  41 06 14.     (N)    104 30 06.     (W)     SCALED    
 MO0217* NAVD 88     -      1717.960  (meters)    5636.34   (feet)  ADJUSTED  
 MO0217  ___________________________________________________________________
 MO0217  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 MO0217  DYNAMIC HT  -        1716.515 (meters)    5631.60  (feet)  COMP
 MO0217  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 MO0217
 MO0217  VERT ORDER  -  SECOND    CLASS 0
 MO0217
 MO0217.The horizontal coordinates were scaled from a topographic map and have
 MO0217.an estimated accuracy of +/- 6 seconds.
 MO0217
 MO0217.The orthometric height was determined by differential leveling
 MO0217.and adjusted by the National Geodetic Survey in June 1991..
 MO0217
 MO0217.The geoid height was determined by GEOID03.
 MO0217
 MO0217.The dynamic height is computed by dividing the NAVD 88
 MO0217.geopotential number by the normal gravity value computed on the
 MO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0217.degrees latitude (g = 980.6199 gals.).
 MO0217
 MO0217.The modeled gravity was interpolated from observed gravity values.
 MO0217
 MO0217;                    North         East    Units  Estimated Accuracy
 MO0217;SPC WY E     -    67,270.      255,860.      MT  (+/- 180 meters Scaled)
 MO0217
 MO0217                          SUPERSEDED SURVEY CONTROL
 MO0217
 MO0217  NGVD 29 (??/??/92) 1717.017  (m)         5633.25   (f) ADJ UNCH    2 0
 MO0217
 MO0217.Superseded values are not recommended for survey control.
 MO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0217.See file dsdata.txt to determine how the superseded data were derived.
 MO0217
 MO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF418504(NAD 83)
 MO0217_MARKER: DB = BENCH MARK DISK
 MO0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0217_STAMPING: X 130 1959
 MO0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0217+STABILITY: SURFACE MOTION
 MO0217
 MO0217  HISTORY     - Date     Condition        Report By
 MO0217  HISTORY     - 1959     MONUMENTED       CGS
 MO0217
 MO0217                          STATION DESCRIPTION
 MO0217
 MO0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 MO0217'3.1 MI E FROM CAMP STOOL.
 MO0217'3.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 MO0217'FROM THE STATION AT CAMP STOOL, 0.2 MILE WEST OF A PRIVATE ROAD
 MO0217'CROSSING LEADING TO THE F.E. MILLER RANCH HOUSE, 300 FEET WEST
 MO0217'OF RAILROAD BRIDGE NO. 318.89, 65 FEET SOUTH OF THE SOUTH RAIL
 MO0217'AND 1.4 FEET NORTHEAST OF A C AND GS WITNESS POST.  SET IN A
 MO0217'SQUARE TOPPED CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE
 MO0217'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0259 ***********************************************************************
 MQ0259  DESIGNATION -  X 131
 MQ0259  PID         -  MQ0259
 MQ0259  STATE/COUNTY-  WY/SWEETWATER
 MQ0259  USGS QUAD   -  BRYAN (1980)
 MQ0259
 MQ0259                         *CURRENT SURVEY CONTROL
 MQ0259  ___________________________________________________________________
 MQ0259* NAD 83(1986)-  41 32 36.     (N)    109 43 56.     (W)     SCALED    
 MQ0259* NAVD 88     -      1905.007  (meters)    6250.01   (feet)  ADJUSTED  
 MQ0259  ___________________________________________________________________
 MQ0259  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 MQ0259  DYNAMIC HT  -        1903.363 (meters)    6244.62  (feet)  COMP
 MQ0259  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 MQ0259
 MQ0259  VERT ORDER  -  FIRST     CLASS II
 MQ0259
 MQ0259.The horizontal coordinates were scaled from a topographic map and have
 MQ0259.an estimated accuracy of +/- 6 seconds.
 MQ0259
 MQ0259.The orthometric height was determined by differential leveling
 MQ0259.and adjusted by the National Geodetic Survey in June 1991..
 MQ0259
 MQ0259.The geoid height was determined by GEOID03.
 MQ0259
 MQ0259.The dynamic height is computed by dividing the NAVD 88
 MQ0259.geopotential number by the normal gravity value computed on the
 MQ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0259.degrees latitude (g = 980.6199 gals.).
 MQ0259
 MQ0259.The modeled gravity was interpolated from observed gravity values.
 MQ0259
 MQ0259;                    North         East    Units  Estimated Accuracy
 MQ0259;SPC WYWC     -   116,330.      518,050.      MT  (+/- 180 meters Scaled)
 MQ0259
 MQ0259                          SUPERSEDED SURVEY CONTROL
 MQ0259
 MQ0259  NGVD 29 (06/08/92) 1903.696  (m)         6245.71   (f) ADJUSTED    1 2
 MQ0259
 MQ0259.Superseded values are not recommended for survey control.
 MQ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0259.See file dsdata.txt to determine how the superseded data were derived.
 MQ0259
 MQ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL057998(NAD 83)
 MQ0259_MARKER: DB = BENCH MARK DISK
 MQ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0259_STAMPING: X 131 1958
 MQ0259_MARK LOGO: CGS   
 MQ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0259+STABILITY: SURFACE MOTION
 MQ0259
 MQ0259  HISTORY     - Date     Condition        Report By
 MQ0259  HISTORY     - 1958     MONUMENTED       CGS
 MQ0259  HISTORY     - 1983     GOOD             NGS
 MQ0259
 MQ0259                          STATION DESCRIPTION
 MQ0259
 MQ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0259'14.75 MI W FROM GREEN RIVER.
 MQ0259'ABOUT 14.75 MILES WEST ALONG U. S. HIGHWAY 30 FROM THE POST OFFICE AT
 MQ0259'GREEN RIVER, OR ABOUT 2.75 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30
 MQ0259'N FROM THE UNION PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT
 MQ0259'2.25 MILES EAST ALONG U. S. HIGHWAY 30 N, THENCE ABOUT 9.5 MILES EAST
 MQ0259'ALONG U. S. HIGHWAY 30, 202 FEET SOUTH OF THE CENTER LINE OF THE
 MQ0259'HIGHWAY, IN A SMALL BARE CLEARING SURROUNDED WITH SAGE BRUSH AND SAND
 MQ0259'DUNES, 2 FEET SOUTH OF A CONCRETE WITNESS POST, ABOUT 8 FEET BELOW THE
 MQ0259'LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 MQ0259'INCHES.
 MQ0259
 MQ0259                          STATION RECOVERY (1983)
 MQ0259
 MQ0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0259'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0259'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.  ADD  30.2
 MQ0259'METERS (99.1 FT) SOUTHWEST OF A UTILITY POLE NUMBER 179700, AND 9.7
 MQ0259'METERS (31.8 FT) NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0012 ***********************************************************************
 MR0012  DESIGNATION -  X 132
 MR0012  PID         -  MR0012
 MR0012  STATE/COUNTY-  WY/UINTA
 MR0012  USGS QUAD   -  CHURCH BUTTE (1969)
 MR0012
 MR0012                         *CURRENT SURVEY CONTROL
 MR0012  ___________________________________________________________________
 MR0012* NAD 83(1986)-  41 33 44.     (N)    110 10 09.     (W)     SCALED    
 MR0012* NAVD 88     -      1934.237  (meters)    6345.91   (feet)  ADJUSTED  
 MR0012  ___________________________________________________________________
 MR0012  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 MR0012  DYNAMIC HT  -        1932.564 (meters)    6340.42  (feet)  COMP
 MR0012  MODELED GRAV-     979,689.9   (mgal)                       NAVD 88
 MR0012
 MR0012  VERT ORDER  -  FIRST     CLASS II
 MR0012
 MR0012.The horizontal coordinates were scaled from a topographic map and have
 MR0012.an estimated accuracy of +/- 6 seconds.
 MR0012
 MR0012.The orthometric height was determined by differential leveling
 MR0012.and adjusted by the National Geodetic Survey in June 1991..
 MR0012
 MR0012.The geoid height was determined by GEOID03.
 MR0012
 MR0012.The dynamic height is computed by dividing the NAVD 88
 MR0012.geopotential number by the normal gravity value computed on the
 MR0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0012.degrees latitude (g = 980.6199 gals.).
 MR0012
 MR0012.The modeled gravity was interpolated from observed gravity values.
 MR0012
 MR0012;                    North         East    Units  Estimated Accuracy
 MR0012;SPC WY W     -   217,960.      792,840.      MT  (+/- 180 meters Scaled)
 MR0012
 MR0012                          SUPERSEDED SURVEY CONTROL
 MR0012
 MR0012  NGVD 29 (06/08/92) 1932.928  (m)         6341.61   (f) ADJUSTED    1 2
 MR0012
 MR0012.Superseded values are not recommended for survey control.
 MR0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0012.See file dsdata.txt to determine how the superseded data were derived.
 MR0012
 MR0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM692015(NAD 83)
 MR0012_MARKER: DB = BENCH MARK DISK
 MR0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0012_STAMPING: X 132 1958
 MR0012_MARK LOGO: CGS   
 MR0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0012+STABILITY: SURFACE MOTION
 MR0012
 MR0012  HISTORY     - Date     Condition        Report By
 MR0012  HISTORY     - 1958     MONUMENTED       CGS
 MR0012  HISTORY     - 1983     GOOD             NGS
 MR0012
 MR0012                          STATION DESCRIPTION
 MR0012
 MR0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0012'10.8 MI SW FROM GRANGER.
 MR0012'ABOUT 10.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0012'STATION AT GRANGER, 148 FEET SOUTH OF MILEPOST 858, 179 FEET SOUTHEAST
 MR0012'OF THE SOUTHEAST RAIL, 1 1/2 FEET NORTHWEST OF THE RIGHT OF WAY FENCE,
 MR0012'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW
 MR0012'THE TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0012
 MR0012                          STATION RECOVERY (1983)
 MR0012
 MR0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0105 ***********************************************************************
 MR0105  DESIGNATION -  X 133
 MR0105  PID         -  MR0105
 MR0105  STATE/COUNTY-  WY/UINTA
 MR0105  USGS QUAD   -  BRIDGER (1978)
 MR0105
 MR0105                         *CURRENT SURVEY CONTROL
 MR0105  ___________________________________________________________________
 MR0105* NAD 83(1986)-  41 25 16.     (N)    110 31 52.     (W)     SCALED    
 MR0105* NAVD 88     -      2005.361  (meters)    6579.26   (feet)  ADJUSTED  
 MR0105  ___________________________________________________________________
 MR0105  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MR0105  DYNAMIC HT  -        2003.632 (meters)    6573.58  (feet)  COMP
 MR0105  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 MR0105
 MR0105  VERT ORDER  -  FIRST     CLASS II
 MR0105
 MR0105.The horizontal coordinates were scaled from a topographic map and have
 MR0105.an estimated accuracy of +/- 6 seconds.
 MR0105
 MR0105.The orthometric height was determined by differential leveling
 MR0105.and adjusted by the National Geodetic Survey in June 1991..
 MR0105
 MR0105.The geoid height was determined by GEOID03.
 MR0105
 MR0105.The dynamic height is computed by dividing the NAVD 88
 MR0105.geopotential number by the normal gravity value computed on the
 MR0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0105.degrees latitude (g = 980.6199 gals.).
 MR0105
 MR0105.The modeled gravity was interpolated from observed gravity values.
 MR0105
 MR0105;                    North         East    Units  Estimated Accuracy
 MR0105;SPC WY W     -   202,380.      762,570.      MT  (+/- 180 meters Scaled)
 MR0105
 MR0105                          SUPERSEDED SURVEY CONTROL
 MR0105
 MR0105  NGVD 29 (06/08/92) 2004.111  (m)         6575.15   (f) ADJUSTED    1 2
 MR0105
 MR0105.Superseded values are not recommended for survey control.
 MR0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0105.See file dsdata.txt to determine how the superseded data were derived.
 MR0105
 MR0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL391856(NAD 83)
 MR0105_MARKER: DB = BENCH MARK DISK
 MR0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0105_STAMPING: X 133 1958
 MR0105_MARK LOGO: CGS   
 MR0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0105+STABILITY: SURFACE MOTION
 MR0105
 MR0105  HISTORY     - Date     Condition        Report By
 MR0105  HISTORY     - 1958     MONUMENTED       CGS
 MR0105  HISTORY     - 1983     GOOD             NGS
 MR0105
 MR0105                          STATION DESCRIPTION
 MR0105
 MR0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0105'5.5 MI W FROM CARTER.
 MR0105'ABOUT 5.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0105'AT CARTER, 1 POLE WEST OF MILEPOST 881, ABOUT 0.3 MILE WEST OF THE
 MR0105'ANTELOPE SIDING SIGN, 85 FEET NORTH OF THE NORTH RAIL, 45 FEET
 MR0105'NORTHWEST OF A TELEPHONE POLE, 14 FEET WEST OF THE CENTER LINE OF A
 MR0105'GATE, 2 FEET SOUTH OF THE RIGHT OF WAY FENCE, 1 1/2 FEET WEST OF A
 MR0105'METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACKS, AND IN
 MR0105'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 MR0105
 MR0105                          STATION RECOVERY (1983)
 MR0105
 MR0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0154 ***********************************************************************
 MR0154  DESIGNATION -  X 135
 MR0154  PID         -  MR0154
 MR0154  STATE/COUNTY-  WY/UINTA
 MR0154  USGS QUAD   -  EVANSTON (1978)
 MR0154
 MR0154                         *CURRENT SURVEY CONTROL
 MR0154  ___________________________________________________________________
 MR0154* NAD 83(1986)-  41 16 37.     (N)    110 58 32.     (W)     SCALED    
 MR0154* NAVD 88     -      2050.390  (meters)    6726.99   (feet)  ADJUSTED  
 MR0154  ___________________________________________________________________
 MR0154  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 MR0154  DYNAMIC HT  -        2048.496 (meters)    6720.77  (feet)  COMP
 MR0154  MODELED GRAV-     979,627.3   (mgal)                       NAVD 88
 MR0154
 MR0154  VERT ORDER  -  FIRST     CLASS II
 MR0154
 MR0154.The horizontal coordinates were scaled from a topographic map and have
 MR0154.an estimated accuracy of +/- 6 seconds.
 MR0154
 MR0154.The orthometric height was determined by differential leveling
 MR0154.and adjusted by the National Geodetic Survey in June 1991..
 MR0154
 MR0154.The geoid height was determined by GEOID03.
 MR0154
 MR0154.The dynamic height is computed by dividing the NAVD 88
 MR0154.geopotential number by the normal gravity value computed on the
 MR0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0154.degrees latitude (g = 980.6199 gals.).
 MR0154
 MR0154.The modeled gravity was interpolated from observed gravity values.
 MR0154
 MR0154;                    North         East    Units  Estimated Accuracy
 MR0154;SPC WY W     -   186,660.      725,250.      MT  (+/- 180 meters Scaled)
 MR0154
 MR0154                          SUPERSEDED SURVEY CONTROL
 MR0154
 MR0154  NGVD 29 (06/08/92) 2049.076  (m)         6722.68   (f) ADJUSTED    1 2
 MR0154
 MR0154.Superseded values are not recommended for survey control.
 MR0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0154.See file dsdata.txt to determine how the superseded data were derived.
 MR0154
 MR0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL020695(NAD 83)
 MR0154_MARKER: DB = BENCH MARK DISK
 MR0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0154_STAMPING: X 135 1958
 MR0154_MARK LOGO: CGS   
 MR0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0154+STABILITY: SURFACE MOTION
 MR0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MR0154+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 MR0154
 MR0154  HISTORY     - Date     Condition        Report By
 MR0154  HISTORY     - 1958     MONUMENTED       CGS
 MR0154  HISTORY     - 1983     GOOD             NGS
 MR0154  HISTORY     - 20050718 GOOD             GEOCAC
 MR0154
 MR0154                          STATION DESCRIPTION
 MR0154
 MR0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0154'0.8 MI NW FROM EVANSTON.
 MR0154'ABOUT 0.8 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0154'STATION AT EVANSTON, 4 FEET NORTHEAST OF MILEPOST 918, 34 FEET
 MR0154'NORTHEAST OF THE NORTHEAST RAIL, ABOUT 7 FEET BELOW THE LEVEL OF THE
 MR0154'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 MR0154
 MR0154                          STATION RECOVERY (1983)
 MR0154
 MR0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0154'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MR0154'FOLLOWING EXCEPTIONS, DELETE 4 FEET NORTHEAST OF MILEPOST 918.  ADD
 MR0154'8.5 METERS (27.9 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD, AND 4.8
 MR0154'METERS (15.7 FT) SOUTHEAST OF MILEPOST 918.  ADD 0.4 METER NORTHWEST
 MR0154'OF A WITNESS POST.
 MR0154
 MR0154                          STATION RECOVERY (2005)
 MR0154
 MR0154'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 MR0154'HANDHELD COORDINATES ARE N41-16-36.78 W110-58-31.02.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0330 ***********************************************************************
 MP0330  DESIGNATION -  X 14
 MP0330  PID         -  MP0330
 MP0330  STATE/COUNTY-  WY/CARBON
 MP0330  USGS QUAD   -  MEXICAN FLATS (1970)
 MP0330
 MP0330                         *CURRENT SURVEY CONTROL
 MP0330  ___________________________________________________________________
 MP0330* NAD 83(1986)-  41 19 33.     (N)    107 46 05.     (W)     SCALED    
 MP0330* NAVD 88     -      1989.601  (meters)    6527.55   (feet)  ADJUSTED  
 MP0330  ___________________________________________________________________
 MP0330  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 MP0330  DYNAMIC HT  -        1987.795 (meters)    6521.62  (feet)  COMP
 MP0330  MODELED GRAV-     979,645.5   (mgal)                       NAVD 88
 MP0330
 MP0330  VERT ORDER  -  FIRST     CLASS II
 MP0330
 MP0330.The horizontal coordinates were scaled from a topographic map and have
 MP0330.an estimated accuracy of +/- 6 seconds.
 MP0330
 MP0330.The orthometric height was determined by differential leveling
 MP0330.and adjusted by the National Geodetic Survey in June 1991..
 MP0330
 MP0330.The geoid height was determined by GEOID03.
 MP0330
 MP0330.The dynamic height is computed by dividing the NAVD 88
 MP0330.geopotential number by the normal gravity value computed on the
 MP0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0330.degrees latitude (g = 980.6199 gals.).
 MP0330
 MP0330.The modeled gravity was interpolated from observed gravity values.
 MP0330
 MP0330;                    North         East    Units  Estimated Accuracy
 MP0330;SPC WYEC     -   191,800.      363,610.      MT  (+/- 180 meters Scaled)
 MP0330
 MP0330                          SUPERSEDED SURVEY CONTROL
 MP0330
 MP0330  NGVD 29 (??/??/92) 1988.345  (m)         6523.43   (f) ADJ UNCH    1 2
 MP0330
 MP0330.Superseded values are not recommended for survey control.
 MP0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0330.See file dsdata.txt to determine how the superseded data were derived.
 MP0330
 MP0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF683786(NAD 83)
 MP0330_MARKER: DB = BENCH MARK DISK
 MP0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0330_STAMPING: X 14 1933
 MP0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0330+STABILITY: SURFACE MOTION
 MP0330
 MP0330  HISTORY     - Date     Condition        Report By
 MP0330  HISTORY     - 1933     MONUMENTED       CGS
 MP0330  HISTORY     - 1963     GOOD             NGS
 MP0330
 MP0330                          STATION DESCRIPTION
 MP0330
 MP0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0330'26.4 MI S FROM WAMSUTTER.
 MP0330'IN CARBON COUNTY, ABOUT 26.4 MILES SOUTH ALONG THE BAGGS-WAMSUTTER
 MP0330'HIGHWAY FROM THE UNION PACIFIC RAILWAY CROSSING AT WAMSUTTER,
 MP0330'SWEETWATER COUNTY, ON THE WEST BANK OF MUDDY RIVER, ABOUT 141 FEET
 MP0330'WEST OF THE WEST END OF THE BRIDGE, 44 FEET NORTH OF THE CENTER LINE
 MP0330'OF AN OLD HIGHWAY, AND 32 FEET SOUTH OF THE CENTER LINE OF THE PRESENT
 MP0330'HIGHWAY.  A STANDARD DISK, STAMPED X 14 1933 AND SET IN THE TOP OF A
 MP0330'CONCRETE POST.
 MP0330
 MP0330                          STATION RECOVERY (1963)
 MP0330
 MP0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MP0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0157 ***********************************************************************
 NR0157  DESIGNATION -  X 141
 NR0157  PID         -  NR0157
 NR0157  STATE/COUNTY-  WY/NATRONA
 NR0157  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0157
 NR0157                         *CURRENT SURVEY CONTROL
 NR0157  ___________________________________________________________________
 NR0157* NAD 83(1986)-  42 42 27.     (N)    106 30 40.     (W)     SCALED    
 NR0157* NAVD 88     -      1690.991  (meters)    5547.86   (feet)  ADJUSTED  
 NR0157  ___________________________________________________________________
 NR0157  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NR0157  DYNAMIC HT  -        1689.894 (meters)    5544.26  (feet)  COMP
 NR0157  MODELED GRAV-     979,912.1   (mgal)                       NAVD 88
 NR0157
 NR0157  VERT ORDER  -  FIRST     CLASS II
 NR0157
 NR0157.The horizontal coordinates were scaled from a topographic map and have
 NR0157.an estimated accuracy of +/- 6 seconds.
 NR0157
 NR0157.The orthometric height was determined by differential leveling
 NR0157.and adjusted by the National Geodetic Survey in June 1991..
 NR0157
 NR0157.The geoid height was determined by GEOID03.
 NR0157
 NR0157.The dynamic height is computed by dividing the NAVD 88
 NR0157.geopotential number by the normal gravity value computed on the
 NR0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0157.degrees latitude (g = 980.6199 gals.).
 NR0157
 NR0157.The modeled gravity was interpolated from observed gravity values.
 NR0157
 NR0157;                    North         East    Units  Estimated Accuracy
 NR0157;SPC WYEC     -   345,490.      467,360.      MT  (+/- 180 meters Scaled)
 NR0157
 NR0157                          SUPERSEDED SURVEY CONTROL
 NR0157
 NR0157  NGVD 29 (06/08/92) 1690.093  (m)         5544.91   (f) ADJUSTED    1 2
 NR0157
 NR0157.Superseded values are not recommended for survey control.
 NR0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0157.See file dsdata.txt to determine how the superseded data were derived.
 NR0157
 NR0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH762294(NAD 83)
 NR0157_MARKER: DB = BENCH MARK DISK
 NR0157_SETTING: 80 = SET IN A BOULDER
 NR0157_SP_SET: BOULDER
 NR0157_STAMPING: X 141 1959
 NR0157_MARK LOGO: CGS   
 NR0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0157+STABILITY: SURFACE MOTION
 NR0157
 NR0157  HISTORY     - Date     Condition        Report By
 NR0157  HISTORY     - 1959     MONUMENTED       CGS
 NR0157  HISTORY     - 1982     GOOD             NGS
 NR0157
 NR0157                          STATION DESCRIPTION
 NR0157
 NR0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0157'16.5 MI SW FROM CASPER.
 NR0157'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0157'POSTOFFICE AT CASPER, THENCE ABOUT 1.7 MILES SOUTHEAST ALONG A DIRT
 NR0157'ROAD WHICH IS THE MEDICINE BOW ROAD, AT THE SUMMIT OF A HILL, ON A
 NR0157'LONG RIDGE, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN
 NR0157'SECTION 26, R 81 W, T 32 N, IN THE TOP OF A LARGE BOULDER WHICH
 NR0157'PROJECTS ABOUT 10 INCHES, AND ABOUT LEVEL WITH THE ROAD.
 NR0157
 NR0157                          STATION RECOVERY (1982)
 NR0157
 NR0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0157'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  19.5 KM (12.1
 NR0157'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS JUNCTION WITH STATE
 NR0157'HIGHWAY 257 IN CASPER, THENCE 2.6 KM (1.6 MI) SOUTHWEST ALONG A DIRT
 NR0157'ROAD (OLD MEDICINE BOW ROAD), IN THE CENTER OF A 2 BY 3 FT. BOULDER,
 NR0157'AT THE SUMMIT OF A SMALL HILL AND 7.7 METERS (25.3 FT) SOUTHEAST OF
 NR0157'THE CENTER OF THE ROAD.
 NR0157'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0357 ***********************************************************************
 NQ0357  DESIGNATION -  X 143
 NQ0357  PID         -  NQ0357
 NQ0357  STATE/COUNTY-  WY/ALBANY
 NQ0357  USGS QUAD   -  FLETCHER PARK (1992)
 NQ0357
 NQ0357                         *CURRENT SURVEY CONTROL
 NQ0357  ___________________________________________________________________
 NQ0357* NAD 83(1986)-  42 08 37.     (N)    105 21 57.     (W)     SCALED    
 NQ0357* NAVD 88     -      2028.066  (meters)    6653.75   (feet)  ADJUSTED  
 NQ0357  ___________________________________________________________________
 NQ0357  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 NQ0357  DYNAMIC HT  -        2026.623 (meters)    6649.01  (feet)  COMP
 NQ0357  MODELED GRAV-     979,836.0   (mgal)                       NAVD 88
 NQ0357
 NQ0357  VERT ORDER  -  SECOND    CLASS 0
 NQ0357
 NQ0357.The horizontal coordinates were scaled from a topographic map and have
 NQ0357.an estimated accuracy of +/- 6 seconds.
 NQ0357
 NQ0357.The orthometric height was determined by differential leveling
 NQ0357.and adjusted by the National Geodetic Survey in June 1991..
 NQ0357
 NQ0357.The geoid height was determined by GEOID03.
 NQ0357
 NQ0357.The dynamic height is computed by dividing the NAVD 88
 NQ0357.geopotential number by the normal gravity value computed on the
 NQ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0357.degrees latitude (g = 980.6199 gals.).
 NQ0357
 NQ0357.The modeled gravity was interpolated from observed gravity values.
 NQ0357
 NQ0357;                    North         East    Units  Estimated Accuracy
 NQ0357;SPC WY E     -   182,550.      183,540.      MT  (+/- 180 meters Scaled)
 NQ0357
 NQ0357                          SUPERSEDED SURVEY CONTROL
 NQ0357
 NQ0357  NGVD 29 (??/??/92) 2027.185  (m)         6650.86   (f) ADJ UNCH    2 0
 NQ0357
 NQ0357.Superseded values are not recommended for survey control.
 NQ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0357.See file dsdata.txt to determine how the superseded data were derived.
 NQ0357
 NQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG697657(NAD 83)
 NQ0357_MARKER: DB = BENCH MARK DISK
 NQ0357_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0357_SP_SET: ROCK BLUFF
 NQ0357_STAMPING: X 143 1959
 NQ0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0357+STABILITY: POSITION/ELEVATION WELL
 NQ0357
 NQ0357  HISTORY     - Date     Condition        Report By
 NQ0357  HISTORY     - 1959     MONUMENTED       CGS
 NQ0357
 NQ0357                          STATION DESCRIPTION
 NQ0357
 NQ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0357'27.8 MI NW FROM WHEATLAND.
 NQ0357'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0357'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0357'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0357'A PAVED ROAD, THENCE ABOUT 11.85 MILES WEST ALONG A GRADED DIRT
 NQ0357'ROAD, IN THE WEST SIDE OF THE NORTHEAST 1/4 OF SECTION 16, T 25
 NQ0357'N, R 71 W, 47 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE
 NQ0357'TOP OF A GRANITE ROCK OUTCROP PROJECTING 1 1/2 FEET, ABOUT 0.15
 NQ0357'MILE EAST OF A SMALL WOODEN BRIDGE OVER OWEN CREEK, ABOUT 0.05
 NQ0357'MILE EAST OF AN ABANDONED MINERS CABIN, AT THE FOOT OF A ROCKY
 NQ0357'BLUFF, IN A NARROW PORTION OF A CANYON, ABOUT 300 FEET EAST OF
 NQ0357'THE EAST SIDE OF A CLEARING, 56 FEET NORTHWEST OF THE WEST END
 NQ0357'OF A 12 INCH CORRUGATED STEEL CULVERT, 31 FEET NORTHWEST OF A
 NQ0357'LONE 14-INCH JACK PINE TREE, 6 FEET NORTH OF THE CENTER OF A
 NQ0357'NARROW INTERMITTENT STREAM, AND ABOUT 4 FEET BELOW THE LEVEL
 NQ0357'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0382 ***********************************************************************
 NQ0382  DESIGNATION -  X 144
 NQ0382  PID         -  NQ0382
 NQ0382  STATE/COUNTY-  WY/ALBANY
 NQ0382  USGS QUAD   -  PINTO CREEK (1968)
 NQ0382
 NQ0382                         *CURRENT SURVEY CONTROL
 NQ0382  ___________________________________________________________________
 NQ0382* NAD 83(1986)-  42 06 59.     (N)    105 41 21.     (W)     SCALED    
 NQ0382* NAVD 88     -      2125.864  (meters)    6974.61   (feet)  ADJUSTED  
 NQ0382  ___________________________________________________________________
 NQ0382  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 NQ0382  DYNAMIC HT  -        2124.223 (meters)    6969.22  (feet)  COMP
 NQ0382  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 NQ0382
 NQ0382  VERT ORDER  -  SECOND    CLASS 0
 NQ0382
 NQ0382.The horizontal coordinates were scaled from a topographic map and have
 NQ0382.an estimated accuracy of +/- 6 seconds.
 NQ0382
 NQ0382.The orthometric height was determined by differential leveling
 NQ0382.and adjusted by the National Geodetic Survey in June 1991..
 NQ0382
 NQ0382.The geoid height was determined by GEOID03.
 NQ0382
 NQ0382.The dynamic height is computed by dividing the NAVD 88
 NQ0382.geopotential number by the normal gravity value computed on the
 NQ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0382.degrees latitude (g = 980.6199 gals.).
 NQ0382
 NQ0382.The modeled gravity was interpolated from observed gravity values.
 NQ0382
 NQ0382;                    North         East    Units  Estimated Accuracy
 NQ0382;SPC WY E     -   179,640.      156,790.      MT  (+/- 180 meters Scaled)
 NQ0382
 NQ0382                          SUPERSEDED SURVEY CONTROL
 NQ0382
 NQ0382  NGVD 29 (??/??/92) 2124.865  (m)         6971.33   (f) ADJ UNCH    2 0
 NQ0382
 NQ0382.Superseded values are not recommended for survey control.
 NQ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0382.See file dsdata.txt to determine how the superseded data were derived.
 NQ0382
 NQ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG430629(NAD 83)
 NQ0382_MARKER: DB = BENCH MARK DISK
 NQ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0382_STAMPING: X 144 1959
 NQ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0382+STABILITY: SURFACE MOTION
 NQ0382
 NQ0382  HISTORY     - Date     Condition        Report By
 NQ0382  HISTORY     - 1959     MONUMENTED       CGS
 NQ0382
 NQ0382                          STATION DESCRIPTION
 NQ0382
 NQ0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0382'4.8 MI W FROM GARRETT.
 NQ0382'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0382'POST OFFICE AT GARRETT, THENCE ABOUT 4.2 MILES WEST ALONG A
 NQ0382'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, IN THE SOUTHEAST
 NQ0382'CORNER OF SECTION 22, T 25 N, R 74 W, 86 FEET NORTH OF THE
 NQ0382'CENTER LINE OF THE ROAD, ABOUT 0.1 MILE EAST OF A CATTLE GUARD
 NQ0382'AND A DIM TRACK ROAD LEADING NORTH ALONG THE WEST SIDE OF A
 NQ0382'FENCE, 198 FEET EAST OF A FENCE CORNER, 3 FEET SOUTH OF A FENCE,
 NQ0382'2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 NQ0382'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING
 NQ0382'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0406 ***********************************************************************
 NQ0406  DESIGNATION -  X 145
 NQ0406  PID         -  NQ0406
 NQ0406  STATE/COUNTY-  WY/ALBANY
 NQ0406  USGS QUAD   -  PASS CREEK (1964)
 NQ0406
 NQ0406                         *CURRENT SURVEY CONTROL
 NQ0406  ___________________________________________________________________
 NQ0406* NAD 83(1986)-  42 17 06.     (N)    105 54 25.     (W)     SCALED    
 NQ0406* NAVD 88     -      2227.728  (meters)    7308.80   (feet)  ADJUSTED  
 NQ0406  ___________________________________________________________________
 NQ0406  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 NQ0406  DYNAMIC HT  -        2226.009 (meters)    7303.16  (feet)  COMP
 NQ0406  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 NQ0406
 NQ0406  VERT ORDER  -  SECOND    CLASS 0
 NQ0406
 NQ0406.The horizontal coordinates were scaled from a topographic map and have
 NQ0406.an estimated accuracy of +/- 6 seconds.
 NQ0406
 NQ0406.The orthometric height was determined by differential leveling
 NQ0406.and adjusted by the National Geodetic Survey in June 1991..
 NQ0406
 NQ0406.The geoid height was determined by GEOID03.
 NQ0406
 NQ0406.The dynamic height is computed by dividing the NAVD 88
 NQ0406.geopotential number by the normal gravity value computed on the
 NQ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0406.degrees latitude (g = 980.6199 gals.).
 NQ0406
 NQ0406.The modeled gravity was interpolated from observed gravity values.
 NQ0406
 NQ0406;                    North         East    Units  Estimated Accuracy
 NQ0406;SPC WY E     -   198,500.      138,950.      MT  (+/- 180 meters Scaled)
 NQ0406
 NQ0406                          SUPERSEDED SURVEY CONTROL
 NQ0406
 NQ0406  NGVD 29 (??/??/92) 2226.701  (m)         7305.43   (f) ADJ UNCH    2 0
 NQ0406
 NQ0406.Superseded values are not recommended for survey control.
 NQ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0406.See file dsdata.txt to determine how the superseded data were derived.
 NQ0406
 NQ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG252818(NAD 83)
 NQ0406_MARKER: DB = BENCH MARK DISK
 NQ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0406_STAMPING: X 145 1959
 NQ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0406+STABILITY: SURFACE MOTION
 NQ0406
 NQ0406  HISTORY     - Date     Condition        Report By
 NQ0406  HISTORY     - 1959     MONUMENTED       CGS
 NQ0406
 NQ0406                          STATION DESCRIPTION
 NQ0406
 NQ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0406'10.2 MI SE FROM LITTLE MEDICINE.
 NQ0406'ABOUT 6.65 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE RANCH
 NQ0406'BUILDINGS AT LITTLE MEDICINE, THENCE ABOUT 3.55 MILES EAST-SOUTHEAST
 NQ0406'ALONG A GRADED DIRT ROAD WHICH IS COUNTY ROAD 619, OR ABOUT
 NQ0406'0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE OLD
 NQ0406'POSTOFFICE AT GARRETT, THENCE ABOUT 8.05 MILES WEST ALONG A GRADED
 NQ0406'DIRT ROAD WHICH IS COUNTY ROAD 713, THENCE ABOUT 0.6 MILE SOUTH
 NQ0406'ALONG THE OLD FORT FETTERMAN ROAD WHICH IS COUNTY ROAD 61, THENCE
 NQ0406'ABOUT 15.45 MILES NORTHWEST ALONG A GRADED DIRT ROAD WHICH IS
 NQ0406'COUNTY ROAD 64, THENCE ABOUT 3.25 MILES WEST ALONG A GRADED
 NQ0406'DIRT ROAD WHICH IS COUNTY ROAD 619, ON THE CREST OF A
 NQ0406'HILL, IN THE NORTHWEST CORNER OF SECTION 25, T 27 N, R 76 W,
 NQ0406'47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.35
 NQ0406'MILE EAST OF A TRAIL ROAD INTERSECTION, ABOUT 0.1 MILE NORTH
 NQ0406'OF AN EAST-WEST FENCE, 2.5 FEET EAST OF A METAL WITNESS POST,
 NQ0406'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0310 ***********************************************************************
 NQ0310  DESIGNATION -  X 15
 NQ0310  PID         -  NQ0310
 NQ0310  STATE/COUNTY-  WY/CONVERSE
 NQ0310  USGS QUAD   -  DOUGLAS (1974)
 NQ0310
 NQ0310                         *CURRENT SURVEY CONTROL
 NQ0310  ___________________________________________________________________
 NQ0310* NAD 83(1986)-  42 48 59.     (N)    105 26 14.     (W)     SCALED    
 NQ0310* NAVD 88     -      1478.711  (meters)    4851.40   (feet)  ADJUSTED  
 NQ0310  ___________________________________________________________________
 NQ0310  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 NQ0310  DYNAMIC HT  -        1477.782 (meters)    4848.36  (feet)  COMP
 NQ0310  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 NQ0310
 NQ0310  VERT ORDER  -  FIRST     CLASS II
 NQ0310
 NQ0310.The horizontal coordinates were scaled from a topographic map and have
 NQ0310.an estimated accuracy of +/- 6 seconds.
 NQ0310
 NQ0310.The orthometric height was determined by differential leveling
 NQ0310.and adjusted by the National Geodetic Survey in June 1991..
 NQ0310
 NQ0310.The geoid height was determined by GEOID03.
 NQ0310
 NQ0310.The dynamic height is computed by dividing the NAVD 88
 NQ0310.geopotential number by the normal gravity value computed on the
 NQ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0310.degrees latitude (g = 980.6199 gals.).
 NQ0310
 NQ0310.The modeled gravity was interpolated from observed gravity values.
 NQ0310
 NQ0310;                    North         East    Units  Estimated Accuracy
 NQ0310;SPC WY E     -   257,290.      177,870.      MT  (+/- 180 meters Scaled)
 NQ0310
 NQ0310                          SUPERSEDED SURVEY CONTROL
 NQ0310
 NQ0310  NGVD 29 (??/??/92) 1477.840  (m)         4848.55   (f) ADJ UNCH    1 2
 NQ0310
 NQ0310.Superseded values are not recommended for survey control.
 NQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0310.See file dsdata.txt to determine how the superseded data were derived.
 NQ0310
 NQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH642405(NAD 83)
 NQ0310_MARKER: DB = BENCH MARK DISK
 NQ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0310_STAMPING: X 15 1934
 NQ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0310+STABILITY: SURFACE MOTION
 NQ0310
 NQ0310  HISTORY     - Date     Condition        Report By
 NQ0310  HISTORY     - 1934     MONUMENTED       CGS
 NQ0310
 NQ0310                          STATION DESCRIPTION
 NQ0310
 NQ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0310'5 MI NW FROM DOUGLAS.
 NQ0310'ABOUT 5 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0310'RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY, AT THE
 NQ0310'STATION AT MORTON, ABOUT 1,900 FEET SOUTHEAST OF MILEPOST 154,
 NQ0310'ABOUT 155 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 NQ0310'2.0 FEET NORTHEAST OF THE EAST END OF THE SCALE HOUSE OF THE HOLLY
 NQ0310'SUGAR CORP., AND 3.1 FEET NORTH OF THE EAST CORNER OF THE
 NQ0310'BUILDING.  A STANDARD DISK, STAMPED X 15 1934 AND SET IN THE TOP
 NQ0310'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0205 ***********************************************************************
 MQ0205  DESIGNATION -  X 150
 MQ0205  PID         -  MQ0205
 MQ0205  STATE/COUNTY-  WY/SWEETWATER
 MQ0205  USGS QUAD   -  BAXTER (1978)
 MQ0205
 MQ0205                         *CURRENT SURVEY CONTROL
 MQ0205  ___________________________________________________________________
 MQ0205* NAD 83(1986)-  41 30 26.     (N)    109 01 26.     (W)     SCALED    
 MQ0205* NAVD 88     -      2051.791  (meters)    6731.58   (feet)  ADJUSTED  
 MQ0205  ___________________________________________________________________
 MQ0205  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 MQ0205  DYNAMIC HT  -        2050.045 (meters)    6725.86  (feet)  COMP
 MQ0205  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 MQ0205
 MQ0205  VERT ORDER  -  SECOND    CLASS 0
 MQ0205
 MQ0205.The horizontal coordinates were scaled from a topographic map and have
 MQ0205.an estimated accuracy of +/- 6 seconds.
 MQ0205
 MQ0205.The orthometric height was determined by differential leveling
 MQ0205.and adjusted by the National Geodetic Survey in June 1991..
 MQ0205
 MQ0205.The geoid height was determined by GEOID03.
 MQ0205
 MQ0205.The dynamic height is computed by dividing the NAVD 88
 MQ0205.geopotential number by the normal gravity value computed on the
 MQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0205.degrees latitude (g = 980.6199 gals.).
 MQ0205
 MQ0205.The modeled gravity was interpolated from observed gravity values.
 MQ0205
 MQ0205;                    North         East    Units  Estimated Accuracy
 MQ0205;SPC WYWC     -   111,890.      577,140.      MT  (+/- 180 meters Scaled)
 MQ0205
 MQ0205                          SUPERSEDED SURVEY CONTROL
 MQ0205
 MQ0205  NGVD 29 (??/??/92) 2050.499  (m)         6727.35   (f) ADJ UNCH    2 0
 MQ0205
 MQ0205.Superseded values are not recommended for survey control.
 MQ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0205.See file dsdata.txt to determine how the superseded data were derived.
 MQ0205
 MQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL649969(NAD 83)
 MQ0205_MARKER: DB = BENCH MARK DISK
 MQ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0205_STAMPING: X 150 1962
 MQ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0205+STABILITY: SURFACE MOTION
 MQ0205
 MQ0205  HISTORY     - Date     Condition        Report By
 MQ0205  HISTORY     - 1962     MONUMENTED       CGS
 MQ0205
 MQ0205                          STATION DESCRIPTION
 MQ0205
 MQ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0205'12.15 MI SE FROM ROCK SPRINGS.
 MQ0205'12.15 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0205'ROCK SPRINGS, AT THE JUNCTION OF A DIRT ROAD WEST, 106 FEET SOUTH OF
 MQ0205'THE CENTER LINE OF THE HIGHWAY, 54 1/2 FEET WEST OF THE CENTER LINE OF
 MQ0205'THE ROAD, 3.6 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 MQ0205'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 MQ0205'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0220 ***********************************************************************
 MQ0220  DESIGNATION -  X 150 X
 MQ0220  PID         -  MQ0220
 MQ0220  STATE/COUNTY-  WY/SWEETWATER
 MQ0220  USGS QUAD   -  LINWOOD CANYON (1996)
 MQ0220
 MQ0220                         *CURRENT SURVEY CONTROL
 MQ0220  ___________________________________________________________________
 MQ0220* NAD 83(1986)-  41 00 56.     (N)    109 39 23.     (W)     SCALED    
 MQ0220* NAVD 88     -      1910.246  (meters)    6267.20   (feet)  ADJUSTED  
 MQ0220  ___________________________________________________________________
 MQ0220  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 MQ0220  DYNAMIC HT  -        1908.523 (meters)    6261.55  (feet)  COMP
 MQ0220  MODELED GRAV-     979,654.4   (mgal)                       NAVD 88
 MQ0220
 MQ0220  VERT ORDER  -  FIRST     CLASS II
 MQ0220
 MQ0220.The horizontal coordinates were scaled from a topographic map and have
 MQ0220.an estimated accuracy of +/- 6 seconds.
 MQ0220
 MQ0220.The orthometric height was determined by differential leveling
 MQ0220.and adjusted by the National Geodetic Survey in June 1991..
 MQ0220
 MQ0220.The geoid height was determined by GEOID03.
 MQ0220
 MQ0220.The dynamic height is computed by dividing the NAVD 88
 MQ0220.geopotential number by the normal gravity value computed on the
 MQ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0220.degrees latitude (g = 980.6199 gals.).
 MQ0220
 MQ0220.The modeled gravity was interpolated from observed gravity values.
 MQ0220
 MQ0220;                    North         East    Units  Estimated Accuracy
 MQ0220;SPC WYWC     -    57,640.      523,760.      MT  (+/- 180 meters Scaled)
 MQ0220
 MQ0220                          SUPERSEDED SURVEY CONTROL
 MQ0220
 MQ0220  NGVD 29 (??/??/92) 1908.966  (m)         6263.00   (f) ADJ UNCH    1 2
 MQ0220
 MQ0220.Superseded values are not recommended for survey control.
 MQ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0220.See file dsdata.txt to determine how the superseded data were derived.
 MQ0220
 MQ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL129413(NAD 83)
 MQ0220_MARKER: DB = BENCH MARK DISK
 MQ0220_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0220_SP_SET: OUTCROP
 MQ0220_STAMPING: X 150 X 1962
 MQ0220_MARK LOGO: CGS   
 MQ0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0220+STABILITY: POSITION/ELEVATION WELL
 MQ0220
 MQ0220  HISTORY     - Date     Condition        Report By
 MQ0220  HISTORY     - 1962     MONUMENTED       CGS
 MQ0220  HISTORY     - 1984     GOOD             NGS
 MQ0220
 MQ0220                          STATION DESCRIPTION
 MQ0220
 MQ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0220'1.65 MI N FROM LINWOOD, UT.
 MQ0220'1.65 MILES NORTH ALONG UTAH STATE HIGHWAY 43 AND WYOMING STATE HIGHWAY
 MQ0220'530 FROM THE POST OFFICE AT LINWOOD, ON THE OUTSIDE OF A CURVE, ON THE
 MQ0220'SOUTHWEST SLOPE OF A SMALL WASH, ON THE TOP OF A FLAT LEDGE ON THE
 MQ0220'SOUTHEAST SIDE OF A 15 X 25-FOOT SANDSTONE OUTCROP, 85 FEET NORTHWEST
 MQ0220'OF THE CENTER LINE OF THE HIGHWAY, 60 FEET NORTH OF THE NORTHWEST END
 MQ0220'OF A 36-INCH PIPE CULVERT, ABOUT 15 FEET HIGHER THAN THE HIGHWAY AND
 MQ0220'ABOUT 4 FEET ABOVE THE GROUND.
 MQ0220
 MQ0220                          STATION RECOVERY (1984)
 MQ0220
 MQ0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0220'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.2 KM
 MQ0220'(4.45 MI) NORTHEASTERLY ALONG STATE HIGHWAYS 43 AND 530 FROM THERE
 MQ0220'JUNCTION WITH STATE HIGHWAY 44 IN MANILA, UT, IN THE SOUTHEAST EDGE OF
 MQ0220'A 15 BY 25 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 33.9 M (111.2 FT)
 MQ0220'NORTH OF MILEPOST 43, 28.9 M (94.8 FT) NORTHWEST OF THE CENTERLINE OF
 MQ0220'THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 MQ0220'OUTCROP.
 MQ0220'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 MQ0220'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0341 ***********************************************************************
 MR0341  DESIGNATION -  X 151
 MR0341  PID         -  MR0341
 MR0341  STATE/COUNTY-  WY/UINTA
 MR0341  USGS QUAD   -  PORCUPINE RIDGE (1991)
 MR0341
 MR0341                         *CURRENT SURVEY CONTROL
 MR0341  ___________________________________________________________________
 MR0341* NAD 83(1986)-  41 01 04.     (N)    111 01 51.     (W)     SCALED    
 MR0341* NAVD 88     -      2146.251  (meters)    7041.49   (feet)  ADJUSTED  
 MR0341  ___________________________________________________________________
 MR0341  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 MR0341  DYNAMIC HT  -        2144.191 (meters)    7034.73  (feet)  COMP
 MR0341  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 MR0341
 MR0341  VERT ORDER  -  SECOND    CLASS 0
 MR0341
 MR0341.The horizontal coordinates were scaled from a topographic map and have
 MR0341.an estimated accuracy of +/- 6 seconds.
 MR0341
 MR0341.The orthometric height was determined by differential leveling
 MR0341.and adjusted by the National Geodetic Survey in June 1991..
 MR0341
 MR0341.The geoid height was determined by GEOID03.
 MR0341
 MR0341.The dynamic height is computed by dividing the NAVD 88
 MR0341.geopotential number by the normal gravity value computed on the
 MR0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0341.degrees latitude (g = 980.6199 gals.).
 MR0341
 MR0341.The modeled gravity was interpolated from observed gravity values.
 MR0341
 MR0341;                    North         East    Units  Estimated Accuracy
 MR0341;SPC WY W     -   157,930.      720,310.      MT  (+/- 180 meters Scaled)
 MR0341
 MR0341                          SUPERSEDED SURVEY CONTROL
 MR0341
 MR0341  NGVD 29 (??/??/92) 2144.836  (m)         7036.85   (f) ADJ UNCH    2 0
 MR0341
 MR0341.Superseded values are not recommended for survey control.
 MR0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0341.See file dsdata.txt to determine how the superseded data were derived.
 MR0341
 MR0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL974407(NAD 83)
 MR0341_MARKER: DB = BENCH MARK DISK
 MR0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0341_STAMPING: X 151 1962
 MR0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0341+STABILITY: SURFACE MOTION
 MR0341
 MR0341  HISTORY     - Date     Condition        Report By
 MR0341  HISTORY     - 1962     MONUMENTED       CGS
 MR0341
 MR0341                          STATION DESCRIPTION
 MR0341
 MR0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0341'29.4 MI S FROM EVANSTON.
 MR0341'19.8 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0341'OF U. S. HIGHWAY 189 AT EVANSTON, THENCE 9.6 MILES WEST ALONG A DIRT
 MR0341'ROAD, 25.15 MILES NORTHEAST OF COALVILLE, UTAH, 1.05 MILES NORTHEAST
 MR0341'OF THE UTAH-WYOMING STATE LINE, ABOUT 37 YARDS NORTH OF THE CENTER OF
 MR0341'THE JUNCTION OF A TRACK ROAD NORTHWEST, 45 FEET NORTHWEST OF THE
 MR0341'CENTER LINE OF THE ROAD, 80 FEET NORTHEAST OF THE CENTER LINE OF THE
 MR0341'TRACK ROAD, 1.8 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 MR0341'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 MR0341'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0051 ***********************************************************************
 MQ0051  DESIGNATION -  X 152
 MQ0051  PID         -  MQ0051
 MQ0051  STATE/COUNTY-  WY/SWEETWATER
 MQ0051  USGS QUAD   -  ERICKSON-KENT RANCH (1978)
 MQ0051
 MQ0051                         *CURRENT SURVEY CONTROL
 MQ0051  ___________________________________________________________________
 MQ0051* NAD 83(1986)-  41 13 48.     (N)    108 50 06.     (W)     SCALED    
 MQ0051* NAVD 88     -      2125.031  (meters)    6971.87   (feet)  ADJUSTED  
 MQ0051  ___________________________________________________________________
 MQ0051  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 MQ0051  DYNAMIC HT  -        2123.096 (meters)    6965.52  (feet)  COMP
 MQ0051  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 MQ0051
 MQ0051  VERT ORDER  -  SECOND    CLASS 0
 MQ0051
 MQ0051.The horizontal coordinates were scaled from a topographic map and have
 MQ0051.an estimated accuracy of +/- 6 seconds.
 MQ0051
 MQ0051.The orthometric height was determined by differential leveling
 MQ0051.and adjusted by the National Geodetic Survey in June 1991..
 MQ0051
 MQ0051.The geoid height was determined by GEOID03.
 MQ0051
 MQ0051.The dynamic height is computed by dividing the NAVD 88
 MQ0051.geopotential number by the normal gravity value computed on the
 MQ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0051.degrees latitude (g = 980.6199 gals.).
 MQ0051
 MQ0051.The modeled gravity was interpolated from observed gravity values.
 MQ0051
 MQ0051;                    North         East    Units  Estimated Accuracy
 MQ0051;SPC WYWC     -    81,070.      592,870.      MT  (+/- 180 meters Scaled)
 MQ0051
 MQ0051                          SUPERSEDED SURVEY CONTROL
 MQ0051
 MQ0051  NGVD 29 (??/??/92) 2123.67   (m)         6967.4    (f) COMPUTED    2 0
 MQ0051
 MQ0051.Superseded values are not recommended for survey control.
 MQ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0051.See file dsdata.txt to determine how the superseded data were derived.
 MQ0051
 MQ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL814665(NAD 83)
 MQ0051_MARKER: DB = BENCH MARK DISK
 MQ0051_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0051_SP_SET: OUTCROP
 MQ0051_STAMPING: X 152 1962
 MQ0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0051+STABILITY: POSITION/ELEVATION WELL
 MQ0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MQ0051+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0051
 MQ0051  HISTORY     - Date     Condition        Report By
 MQ0051  HISTORY     - 1962     MONUMENTED       CGS
 MQ0051  HISTORY     - 1970     GOOD             NGS
 MQ0051  HISTORY     - 20011003 GOOD             WYHD
 MQ0051
 MQ0051                          STATION DESCRIPTION
 MQ0051
 MQ0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0051'37.65 MI SE FROM ROCK SPRINGS.
 MQ0051'37.65 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0051'ROCK SPRINGS, 0.25 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD EAST, SET
 MQ0051'VERTICALLY IN THE WEST FACE OF A MASSIVE OUTCROP, 123 FEET EAST OF THE
 MQ0051'CENTER LINE OF THE HIGHWAY, 15 FEET SOUTHEAST OF A LARGE BOULDER,
 MQ0051'ABOUT LEVEL WITH THE HIGHWAY, AND 2.0 FEET ABOVE THE GROUND.
 MQ0051
 MQ0051                          STATION RECOVERY (1970)
 MQ0051
 MQ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 MQ0051'RECOVERED IN GOOD CONDITION.
 MQ0051
 MQ0051                          STATION RECOVERY (2001)
 MQ0051
 MQ0051'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0169 ***********************************************************************
 MR0169  DESIGNATION -  X 153
 MR0169  PID         -  MR0169
 MR0169  STATE/COUNTY-  WY/UINTA
 MR0169  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0169
 MR0169                         *CURRENT SURVEY CONTROL
 MR0169  ___________________________________________________________________
 MR0169* NAD 83(1986)-  41 09 27.     (N)    110 51 02.     (W)     SCALED    
 MR0169* NAVD 88     -      2165.217  (meters)    7103.72   (feet)  ADJUSTED  
 MR0169  ___________________________________________________________________
 MR0169  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 MR0169  DYNAMIC HT  -        2163.178 (meters)    7097.03  (feet)  COMP
 MR0169  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 MR0169
 MR0169  VERT ORDER  -  SECOND    CLASS 0
 MR0169
 MR0169.The horizontal coordinates were scaled from a topographic map and have
 MR0169.an estimated accuracy of +/- 6 seconds.
 MR0169
 MR0169.The orthometric height was determined by differential leveling
 MR0169.and adjusted by the National Geodetic Survey in June 1991..
 MR0169
 MR0169.The geoid height was determined by GEOID03.
 MR0169
 MR0169.The dynamic height is computed by dividing the NAVD 88
 MR0169.geopotential number by the normal gravity value computed on the
 MR0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0169.degrees latitude (g = 980.6199 gals.).
 MR0169
 MR0169.The modeled gravity was interpolated from observed gravity values.
 MR0169
 MR0169;                    North         East    Units  Estimated Accuracy
 MR0169;SPC WY W     -   173,300.      735,610.      MT  (+/- 180 meters Scaled)
 MR0169
 MR0169                          SUPERSEDED SURVEY CONTROL
 MR0169
 MR0169  NGVD 29 (??/??/92) 2163.785  (m)         7099.02   (f) ADJ UNCH    2 0
 MR0169
 MR0169.Superseded values are not recommended for survey control.
 MR0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0169.See file dsdata.txt to determine how the superseded data were derived.
 MR0169
 MR0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL125562(NAD 83)
 MR0169_MARKER: DB = BENCH MARK DISK
 MR0169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MR0169_SP_SET: CATTLEGUARD HEADWALL
 MR0169_STAMPING: X 153 1962
 MR0169_MARK LOGO: CGS   
 MR0169_MAGNETIC: N = NO MAGNETIC MATERIAL
 MR0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0169+STABILITY: SURFACE MOTION
 MR0169
 MR0169  HISTORY     - Date     Condition        Report By
 MR0169  HISTORY     - 1962     MONUMENTED       CGS
 MR0169  HISTORY     - 19920926 GOOD             WYDT
 MR0169
 MR0169                          STATION DESCRIPTION
 MR0169
 MR0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0169'10.2 MI SE FROM EVANSTON.
 MR0169'10.2 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0169'OF U.S. HIGHWAY 189 AT EVANSTON, AT THE Y JUNCTION OF A DIRT ROAD, IN
 MR0169'THE TOP OF THE SOUTH-SOUTHWEST CONCRETE HEAD WALL OF AN IRON RAIL
 MR0169'CATTLEGUARD ACROSS THE ROAD, 37 FEET NORTHEAST OF THE CENTER LINE OF
 MR0169'THE HIGHWAY, 17 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 MR0169'ABOUT 2 FEET LOWER THAN THE HIGHWAY AND 0.3 FOOT HIGHER THAN THE ROAD.
 MR0169
 MR0169                          STATION RECOVERY (1992)
 MR0169
 MR0169'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1992 (RAR)
 MR0169'RECOVERED IN GOOD CONDITION, BUT CONSTRUCTION ON ROAD NEXT TO MARKER
 MR0169'WILL BE DESTROYED.  WE WILL SET NEW MARKER UPON YOUR REQUEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0113 ***********************************************************************
 PY0113  DESIGNATION -  X 157
 PY0113  PID         -  PY0113
 PY0113  STATE/COUNTY-  WY/PARK
 PY0113  USGS QUAD   -  OBSIDIAN CLIFF (1986)
 PY0113
 PY0113                         *CURRENT SURVEY CONTROL
 PY0113  ___________________________________________________________________
 PY0113* NAD 83(1986)-  44 45 09.     (N)    110 43 24.     (W)     SCALED    
 PY0113* NAVD 88     -      2293.054  (meters)    7523.13   (feet)  ADJUSTED  
 PY0113  ___________________________________________________________________
 PY0113  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0113  DYNAMIC HT  -        2291.653 (meters)    7518.53  (feet)  COMP
 PY0113  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 PY0113
 PY0113  VERT ORDER  -  FIRST     CLASS II
 PY0113
 PY0113.The horizontal coordinates were scaled from a topographic map and have
 PY0113.an estimated accuracy of +/- 6 seconds.
 PY0113
 PY0113.The orthometric height was determined by differential leveling
 PY0113.and adjusted by the National Geodetic Survey in June 1991..
 PY0113.WARNING-Repeat measurements at this control monument indicate possible
 PY0113.vertical movement.
 PY0113
 PY0113.The geoid height was determined by GEOID03.
 PY0113
 PY0113.The dynamic height is computed by dividing the NAVD 88
 PY0113.geopotential number by the normal gravity value computed on the
 PY0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0113.degrees latitude (g = 980.6199 gals.).
 PY0113
 PY0113.The modeled gravity was interpolated from observed gravity values.
 PY0113
 PY0113;                    North         East    Units  Estimated Accuracy
 PY0113;SPC WYWC     -   474,260.      443,750.      MT  (+/- 180 meters Scaled)
 PY0113
 PY0113                          SUPERSEDED SURVEY CONTROL
 PY0113
 PY0113  NGVD 29 (08/20/92) 2291.728  (m)         7518.78   (f) ADJUSTED    1 2
 PY0113
 PY0113.Superseded values are not recommended for survey control.
 PY0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0113.See file dsdata.txt to determine how the superseded data were derived.
 PY0113
 PY0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ218554(NAD 83)
 PY0113_MARKER: DB = BENCH MARK DISK
 PY0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0113_SP_SET: CONCRETE POST
 PY0113_STAMPING: X 157 1960
 PY0113_MARK LOGO: CGS   
 PY0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0113+STABILITY: SURFACE MOTION
 PY0113
 PY0113  HISTORY     - Date     Condition        Report By
 PY0113  HISTORY     - 1960     MONUMENTED       CGS
 PY0113  HISTORY     - 1983     GOOD             NGS
 PY0113  HISTORY     - 1987     GOOD             NGS
 PY0113
 PY0113                          STATION DESCRIPTION
 PY0113
 PY0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0113'2.85 MI N FROM NORRIS.
 PY0113'ABOUT 2.85 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS
 PY0113'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 0.1 MILE NORTHWEST OF
 PY0113'FRYING PAN SPRINGS, ABOUT 350 FEET NORTHEAST OF THE NORTHEAST EDGE OF
 PY0113'NYMPH LAKE, 76 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON
 PY0113'THE CREST OF A BARREN BENCH, 147 FEET SOUTHEAST OF A HOT SPRING, ABOUT
 PY0113'40 YARDS SOUTHEAST OF THE NYMPH LAKE PARKING AREA, ABOUT 6 FEET BELOW
 PY0113'THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING
 PY0113'6 INCHES.
 PY0113
 PY0113                          STATION RECOVERY (1983)
 PY0113
 PY0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0113'RECOVERED IN GOOD CONDITION.
 PY0113
 PY0113                          STATION RECOVERY (1987)
 PY0113
 PY0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0364 ***********************************************************************
 PW0364  DESIGNATION -  X 159
 PW0364  PID         -  PW0364
 PW0364  STATE/COUNTY-  WY/BIG HORN
 PW0364  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0364
 PW0364                         *CURRENT SURVEY CONTROL
 PW0364  ___________________________________________________________________
 PW0364* NAD 83(1986)-  44 33 40.     (N)    107 43 25.     (W)     SCALED    
 PW0364* NAVD 88     -      1333.188  (meters)    4373.97   (feet)  ADJUSTED  
 PW0364  ___________________________________________________________________
 PW0364  GEOID HEIGHT-         -10.15  (meters)                     GEOID03
 PW0364  DYNAMIC HT  -        1332.636 (meters)    4372.16  (feet)  COMP
 PW0364  MODELED GRAV-     980,156.8   (mgal)                       NAVD 88
 PW0364
 PW0364  VERT ORDER  -  SECOND    CLASS 0
 PW0364
 PW0364.The horizontal coordinates were scaled from a topographic map and have
 PW0364.an estimated accuracy of +/- 6 seconds.
 PW0364
 PW0364.The orthometric height was determined by differential leveling
 PW0364.and adjusted by the National Geodetic Survey in June 1991..
 PW0364
 PW0364.The geoid height was determined by GEOID03.
 PW0364
 PW0364.The dynamic height is computed by dividing the NAVD 88
 PW0364.geopotential number by the normal gravity value computed on the
 PW0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0364.degrees latitude (g = 980.6199 gals.).
 PW0364
 PW0364.The modeled gravity was interpolated from observed gravity values.
 PW0364
 PW0364;                    North         East    Units  Estimated Accuracy
 PW0364;SPC WYEC     -   551,170.      369,000.      MT  (+/- 180 meters Scaled)
 PW0364
 PW0364                          SUPERSEDED SURVEY CONTROL
 PW0364
 PW0364  NGVD 29 (??/??/92) 1332.362  (m)         4371.26   (f) ADJ UNCH    2 0
 PW0364
 PW0364.Superseded values are not recommended for survey control.
 PW0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0364.See file dsdata.txt to determine how the superseded data were derived.
 PW0364
 PW0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK837378(NAD 83)
 PW0364_MARKER: DB = BENCH MARK DISK
 PW0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0364_SP_SET: CULVERT
 PW0364_STAMPING: X 159 1966
 PW0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0364
 PW0364  HISTORY     - Date     Condition        Report By
 PW0364  HISTORY     - 1966     MONUMENTED       CGS
 PW0364
 PW0364                          STATION DESCRIPTION
 PW0364
 PW0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0364'3.5 MI NE FROM SHELL.
 PW0364'3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0364'SHELL, AT THE JUNCTION OF A DRIVEWAY SOUTHEAST TO A HOUSE, IN THE TOP
 PW0364'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 5- BY
 PW0364'7-FOOT CONCRETE BOX CULVERT, 20 FEET SOUTHEAST OF THE CENTER LINE OF
 PW0364'THE HIGHWAY, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVEWAY, AND
 PW0364'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0005 ***********************************************************************
 NR0005  DESIGNATION -  X 16
 NR0005  PID         -  NR0005
 NR0005  STATE/COUNTY-  WY/NATRONA
 NR0005  USGS QUAD   -  BROOKHURST (1984)
 NR0005
 NR0005                         *CURRENT SURVEY CONTROL
 NR0005  ___________________________________________________________________
 NR0005* NAD 83(1986)-  42 51 10.     (N)    106 11 53.     (W)     SCALED    
 NR0005* NAVD 88     -      1554.203  (meters)    5099.08   (feet)  ADJUSTED  
 NR0005  ___________________________________________________________________
 NR0005  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 NR0005  DYNAMIC HT  -        1553.231 (meters)    5095.89  (feet)  COMP
 NR0005  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 NR0005
 NR0005  VERT ORDER  -  FIRST     CLASS II
 NR0005
 NR0005.The horizontal coordinates were scaled from a topographic map and have
 NR0005.an estimated accuracy of +/- 6 seconds.
 NR0005
 NR0005.The orthometric height was determined by differential leveling
 NR0005.and adjusted by the National Geodetic Survey in June 1991..
 NR0005
 NR0005.The geoid height was determined by GEOID03.
 NR0005
 NR0005.The dynamic height is computed by dividing the NAVD 88
 NR0005.geopotential number by the normal gravity value computed on the
 NR0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0005.degrees latitude (g = 980.6199 gals.).
 NR0005
 NR0005.The modeled gravity was interpolated from observed gravity values.
 NR0005
 NR0005;                    North         East    Units  Estimated Accuracy
 NR0005;SPC WYEC     -   361,930.      492,790.      MT  (+/- 180 meters Scaled)
 NR0005
 NR0005                          SUPERSEDED SURVEY CONTROL
 NR0005
 NR0005  NGVD 29 (??/??/92) 1553.323  (m)         5096.19   (f) ADJ UNCH    1 2
 NR0005
 NR0005.Superseded values are not recommended for survey control.
 NR0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0005.See file dsdata.txt to determine how the superseded data were derived.
 NR0005
 NR0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH021451(NAD 83)
 NR0005_MARKER: DB = BENCH MARK DISK
 NR0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NR0005_SP_SET: ABUTMENT
 NR0005_STAMPING: X 16 1934
 NR0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0005
 NR0005  HISTORY     - Date     Condition        Report By
 NR0005  HISTORY     - 1934     MONUMENTED       CGS
 NR0005
 NR0005                          STATION DESCRIPTION
 NR0005
 NR0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0005'6.6 MI E FROM CASPER.
 NR0005'ABOUT 6.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NR0005'FROM THE STATION AT CASPER, NATRONA COUNTY, ABOUT 0.4 MILE EAST OF
 NR0005'MILEPOST 196, AT THE BRIDGE OVER NORTH PLATTE RIVER, IN THE TOP OF THE
 NR0005'SOUTH END OF THE WEST ABUTMENT, 1.3 FEET WEST OF THE EAST FACE, 4.0
 NR0005'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK. A
 NR0005'STANDARD DISK, STAMPED X 16 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0395 ***********************************************************************
 PW0395  DESIGNATION -  X 160
 PW0395  PID         -  PW0395
 PW0395  STATE/COUNTY-  WY/BIG HORN
 PW0395  USGS QUAD   -  SHELL FALLS (1993)
 PW0395
 PW0395                         *CURRENT SURVEY CONTROL
 PW0395  ___________________________________________________________________
 PW0395* NAD 83(1986)-  44 37 08.     (N)    107 30 28.     (W)     SCALED    
 PW0395* NAVD 88     -      2649.252  (meters)    8691.75   (feet)  ADJUSTED  
 PW0395  ___________________________________________________________________
 PW0395  GEOID HEIGHT-          -8.62  (meters)                     GEOID03
 PW0395  DYNAMIC HT  -        2647.762 (meters)    8686.87  (feet)  COMP
 PW0395  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 PW0395
 PW0395  VERT ORDER  -  SECOND    CLASS 0
 PW0395
 PW0395.The horizontal coordinates were scaled from a topographic map and have
 PW0395.an estimated accuracy of +/- 6 seconds.
 PW0395
 PW0395.The orthometric height was determined by differential leveling
 PW0395.and adjusted by the National Geodetic Survey in June 1991..
 PW0395
 PW0395.The geoid height was determined by GEOID03.
 PW0395
 PW0395.The dynamic height is computed by dividing the NAVD 88
 PW0395.geopotential number by the normal gravity value computed on the
 PW0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0395.degrees latitude (g = 980.6199 gals.).
 PW0395
 PW0395.The modeled gravity was interpolated from observed gravity values.
 PW0395
 PW0395;                    North         East    Units  Estimated Accuracy
 PW0395;SPC WYEC     -   557,530.      386,160.      MT  (+/- 180 meters Scaled)
 PW0395
 PW0395                          SUPERSEDED SURVEY CONTROL
 PW0395
 PW0395  NGVD 29 (??/??/92) 2648.235  (m)         8688.42   (f) ADJ UNCH    2 0
 PW0395
 PW0395.Superseded values are not recommended for survey control.
 PW0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0395.See file dsdata.txt to determine how the superseded data were derived.
 PW0395
 PW0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK010436(NAD 83)
 PW0395_MARKER: DB = BENCH MARK DISK
 PW0395_SETTING: 66 = SET IN ROCK OUTCROP
 PW0395_SP_SET: SANDSTONE OUTCROP
 PW0395_STAMPING: X 160 1966
 PW0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0395+STABILITY: POSITION/ELEVATION WELL
 PW0395
 PW0395  HISTORY     - Date     Condition        Report By
 PW0395  HISTORY     - 1966     MONUMENTED       CGS
 PW0395
 PW0395                          STATION DESCRIPTION
 PW0395
 PW0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0395'21.1 MI NE FROM SHELL.
 PW0395'21.1 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0395'SHELL, ON THE OUTSIDE OF A CURVE, IN THE TOP OF A LEDGE OF A SANDSTONE
 PW0395'OUTCROP WHICH PROJECTS ABOUT 2 1/2 FEET, 73 FEET NORTH OF THE CENTER
 PW0395'LINE OF THE HIGHWAY, 53 FEET NORTHEAST OF THE CENTER OF THE NORTH END
 PW0395'OF A 24-INCH PIPE CULVERT, 51 FEET NORTH OF THE NORTH STEEL GUARDRAIL,
 PW0395'92 FEET NORTHEAST OF THE WEST END OF THE GUARDRAIL, 4.0 FEET EAST OF A
 PW0395'WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0245 ***********************************************************************
 PW0245  DESIGNATION -  X 161
 PW0245  PID         -  PW0245
 PW0245  STATE/COUNTY-  WY/SHERIDAN
 PW0245  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0245
 PW0245                         *CURRENT SURVEY CONTROL
 PW0245  ___________________________________________________________________
 PW0245* NAD 83(1986)-  44 48 26.     (N)    107 20 15.     (W)     SCALED    
 PW0245* NAVD 88     -      2069.837  (meters)    6790.79   (feet)  ADJUSTED  
 PW0245  ___________________________________________________________________
 PW0245  GEOID HEIGHT-         -10.65  (meters)                     GEOID03
 PW0245  DYNAMIC HT  -        2068.921 (meters)    6787.78  (feet)  COMP
 PW0245  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 PW0245
 PW0245  VERT ORDER  -  SECOND    CLASS 0
 PW0245
 PW0245.The horizontal coordinates were scaled from a topographic map and have
 PW0245.an estimated accuracy of +/- 6 seconds.
 PW0245
 PW0245.The orthometric height was determined by differential leveling
 PW0245.and adjusted by the National Geodetic Survey in June 1991..
 PW0245
 PW0245.The geoid height was determined by GEOID03.
 PW0245
 PW0245.The dynamic height is computed by dividing the NAVD 88
 PW0245.geopotential number by the normal gravity value computed on the
 PW0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0245.degrees latitude (g = 980.6199 gals.).
 PW0245
 PW0245.The modeled gravity was interpolated from observed gravity values.
 PW0245
 PW0245;                    North         East    Units  Estimated Accuracy
 PW0245;SPC WYEC     -   578,440.      399,670.      MT  (+/- 180 meters Scaled)
 PW0245
 PW0245                          SUPERSEDED SURVEY CONTROL
 PW0245
 PW0245  NGVD 29 (??/??/92) 2069.012  (m)         6788.08   (f) ADJ UNCH    2 0
 PW0245
 PW0245.Superseded values are not recommended for survey control.
 PW0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0245.See file dsdata.txt to determine how the superseded data were derived.
 PW0245
 PW0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK151641(NAD 83)
 PW0245_MARKER: DB = BENCH MARK DISK
 PW0245_SETTING: 66 = SET IN ROCK OUTCROP
 PW0245_SP_SET: ROCK CUT
 PW0245_STAMPING: X 161 1966
 PW0245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0245+STABILITY: POSITION/ELEVATION WELL
 PW0245
 PW0245  HISTORY     - Date     Condition        Report By
 PW0245  HISTORY     - 1966     MONUMENTED       CGS
 PW0245
 PW0245                          STATION DESCRIPTION
 PW0245
 PW0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0245'11.45 MI SW FROM DAYTON.
 PW0245'11.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0245'DAYTON, 0.05 MILE NORTHWEST OF THE NORTHWEST END OF AN ASPHALT
 PW0245'TURNOUT, SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK CUT, 32 FEET
 PW0245'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28 1/2 FEET SOUTHEAST OF
 PW0245'THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A 24-INCH PIPE
 PW0245'CULVERT, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0401 ***********************************************************************
 PW0401  DESIGNATION -  X 162
 PW0401  PID         -  PW0401
 PW0401  STATE/COUNTY-  WY/SHERIDAN
 PW0401  USGS QUAD   -  WOODROCK (1993)
 PW0401
 PW0401                         *CURRENT SURVEY CONTROL
 PW0401  ___________________________________________________________________
 PW0401* NAD 83(1986)-  44 44 39.     (N)    107 29 59.     (W)     SCALED    
 PW0401* NAVD 88     -      2530.578  (meters)    8302.40   (feet)  ADJUSTED  
 PW0401  ___________________________________________________________________
 PW0401  GEOID HEIGHT-          -9.19  (meters)                     GEOID03
 PW0401  DYNAMIC HT  -        2529.189 (meters)    8297.85  (feet)  COMP
 PW0401  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 PW0401
 PW0401  VERT ORDER  -  SECOND    CLASS 0
 PW0401
 PW0401.The horizontal coordinates were scaled from a topographic map and have
 PW0401.an estimated accuracy of +/- 6 seconds.
 PW0401
 PW0401.The orthometric height was determined by differential leveling
 PW0401.and adjusted by the National Geodetic Survey in June 1991..
 PW0401
 PW0401.The geoid height was determined by GEOID03.
 PW0401
 PW0401.The dynamic height is computed by dividing the NAVD 88
 PW0401.geopotential number by the normal gravity value computed on the
 PW0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0401.degrees latitude (g = 980.6199 gals.).
 PW0401
 PW0401.The modeled gravity was interpolated from observed gravity values.
 PW0401
 PW0401;                    North         East    Units  Estimated Accuracy
 PW0401;SPC WYEC     -   571,450.      386,820.      MT  (+/- 180 meters Scaled)
 PW0401
 PW0401                          SUPERSEDED SURVEY CONTROL
 PW0401
 PW0401  NGVD 29 (??/??/92) 2529.559  (m)         8299.06   (f) ADJ UNCH    2 0
 PW0401
 PW0401.Superseded values are not recommended for survey control.
 PW0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0401.See file dsdata.txt to determine how the superseded data were derived.
 PW0401
 PW0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK021575(NAD 83)
 PW0401_MARKER: DB = BENCH MARK DISK
 PW0401_SETTING: 66 = SET IN ROCK OUTCROP
 PW0401_SP_SET: OUTCROP
 PW0401_STAMPING: X 162 1966
 PW0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0401+STABILITY: POSITION/ELEVATION WELL
 PW0401
 PW0401  HISTORY     - Date     Condition        Report By
 PW0401  HISTORY     - 1966     MONUMENTED       CGS
 PW0401
 PW0401                          STATION DESCRIPTION
 PW0401
 PW0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0401'28.4 MI SW FROM DAYTON.
 PW0401'28.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0401'DAYTON, 0.1 MILE NORTH OF THE JUNCTION OF A TRACK ROAD EAST THROUGH A
 PW0401'WIRE GATE, AT THE WEST SIDE OF A ROCKY KNOLL, ON THE OUTSIDE OF A
 PW0401'CURVE, IN THE TOP OF A LARGE OUTCROP PROJECTING ABOUT 3 FEET, 154 FEET
 PW0401'EAST OF THE CENTER LINE OF THE HIGHWAY, 46.8 FEET WEST OF A FENCE,
 PW0401'11.0 FEET EAST OF A WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE
 PW0401'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0185 ***********************************************************************
 OV0185  DESIGNATION -  X 163
 OV0185  PID         -  OV0185
 OV0185  STATE/COUNTY-  WY/FREMONT
 OV0185  USGS QUAD   -  LYSITE (1952)
 OV0185
 OV0185                         *CURRENT SURVEY CONTROL
 OV0185  ___________________________________________________________________
 OV0185* NAD 83(1986)-  43 17 03.     (N)    107 37 45.     (W)     SCALED    
 OV0185* NAVD 88     -      1650.293  (meters)    5414.34   (feet)  ADJUSTED  
 OV0185  ___________________________________________________________________
 OV0185  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 OV0185  DYNAMIC HT  -        1649.213 (meters)    5410.79  (feet)  COMP
 OV0185  MODELED GRAV-     979,908.3   (mgal)                       NAVD 88
 OV0185
 OV0185  VERT ORDER  -  SECOND    CLASS 0
 OV0185
 OV0185.The horizontal coordinates were scaled from a topographic map and have
 OV0185.an estimated accuracy of +/- 6 seconds.
 OV0185
 OV0185.The orthometric height was determined by differential leveling
 OV0185.and adjusted by the National Geodetic Survey in June 1991..
 OV0185
 OV0185.The geoid height was determined by GEOID03.
 OV0185
 OV0185.The dynamic height is computed by dividing the NAVD 88
 OV0185.geopotential number by the normal gravity value computed on the
 OV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0185.degrees latitude (g = 980.6199 gals.).
 OV0185
 OV0185.The modeled gravity was interpolated from observed gravity values.
 OV0185
 OV0185;                    North         East    Units  Estimated Accuracy
 OV0185;SPC WYWC     -   309,830.      690,970.      MT  (+/- 180 meters Scaled)
 OV0185
 OV0185                          SUPERSEDED SURVEY CONTROL
 OV0185
 OV0185  NGVD 29 (??/??/92) 1649.261  (m)         5410.95   (f) ADJ UNCH    2 0
 OV0185
 OV0185.Superseded values are not recommended for survey control.
 OV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0185.See file dsdata.txt to determine how the superseded data were derived.
 OV0185
 OV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH866957(NAD 83)
 OV0185_MARKER: DB = BENCH MARK DISK
 OV0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0185_STAMPING: X 163 1966
 OV0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0185+STABILITY: SURFACE MOTION
 OV0185
 OV0185  HISTORY     - Date     Condition        Report By
 OV0185  HISTORY     - 1966     MONUMENTED       CGS
 OV0185
 OV0185                          STATION DESCRIPTION
 OV0185
 OV0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0185'3.8 MI NE FROM LYSITE.
 OV0185'3.8 MILES NORTHEAST ALONG NOWOOD ROAD FROM THE CHICAGO, BURLINGTON AND
 OV0185'QUINCY RAILROAD STATION AT LYSITE, AT LOST CABIN LANDING FIELD, 0.1
 OV0185'MILE EAST OF A HANGAR AND BENCH MARK W 163, 135 FEET NORTHEAST OF THE
 OV0185'CENTER LINE OF THE ROAD, 2.0 FEET NORTHEAST OF A 4-INCH IRON PIPE
 OV0185'BEARING A WIND SOCK, 1.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL
 OV0185'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 OV0185'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0114 ***********************************************************************
 OV0114  DESIGNATION -  X 164
 OV0114  PID         -  OV0114
 OV0114  STATE/COUNTY-  WY/WASHAKIE
 OV0114  USGS QUAD   -  LIGHTNING RIDGE (1967)
 OV0114
 OV0114                         *CURRENT SURVEY CONTROL
 OV0114  ___________________________________________________________________
 OV0114* NAD 83(1986)-  43 38 14.     (N)    107 23 39.     (W)     SCALED    
 OV0114* NAVD 88     -      1552.081  (meters)    5092.12   (feet)  ADJUSTED  
 OV0114  ___________________________________________________________________
 OV0114  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 OV0114  DYNAMIC HT  -        1551.267 (meters)    5089.45  (feet)  COMP
 OV0114  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 OV0114
 OV0114  VERT ORDER  -  SECOND    CLASS 0
 OV0114
 OV0114.The horizontal coordinates were scaled from a topographic map and have
 OV0114.an estimated accuracy of +/- 6 seconds.
 OV0114
 OV0114.The orthometric height was determined by differential leveling
 OV0114.and adjusted by the National Geodetic Survey in June 1991..
 OV0114
 OV0114.The geoid height was determined by GEOID03.
 OV0114
 OV0114.The dynamic height is computed by dividing the NAVD 88
 OV0114.geopotential number by the normal gravity value computed on the
 OV0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0114.degrees latitude (g = 980.6199 gals.).
 OV0114
 OV0114.The modeled gravity was interpolated from observed gravity values.
 OV0114
 OV0114;                    North         East    Units  Estimated Accuracy
 OV0114;SPC WYEC     -   448,450.      395,090.      MT  (+/- 180 meters Scaled)
 OV0114
 OV0114                          SUPERSEDED SURVEY CONTROL
 OV0114
 OV0114  NGVD 29 (??/??/92) 1551.236  (m)         5089.35   (f) ADJ UNCH    2 0
 OV0114
 OV0114.Superseded values are not recommended for survey control.
 OV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0114.See file dsdata.txt to determine how the superseded data were derived.
 OV0114
 OV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ068343(NAD 83)
 OV0114_MARKER: DB = BENCH MARK DISK
 OV0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0114_STAMPING: X 164 1966
 OV0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0114+STABILITY: SURFACE MOTION
 OV0114
 OV0114  HISTORY     - Date     Condition        Report By
 OV0114  HISTORY     - 1966     MONUMENTED       CGS
 OV0114
 OV0114                          STATION DESCRIPTION
 OV0114
 OV0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0114'35.3 MI S FROM TEN SLEEP.
 OV0114'35.3 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0114'16 AT TEN SLEEP, AT THE JUNCTION OF A DRIVEWAY SOUTHEAST TO ORCHARD
 OV0114'RANCH, 70 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 27 FEET
 OV0114'SOUTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 1 1/2 FEET NORTHWEST OF
 OV0114'A TELEPHONE POLE WITH A TRANSFORMER AND THREE GUY WIRES, 1.5 FEET
 OV0114'SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET
 OV0114'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0187 ***********************************************************************
 NQ0187  DESIGNATION -  X 165
 NQ0187  PID         -  NQ0187
 NQ0187  STATE/COUNTY-  WY/PLATTE
 NQ0187  USGS QUAD   -  WHEATLAND (1990)
 NQ0187
 NQ0187                         *CURRENT SURVEY CONTROL
 NQ0187  ___________________________________________________________________
 NQ0187* NAD 83(1986)-  42 03 06.     (N)    104 58 42.     (W)     SCALED    
 NQ0187* NAVD 88     -      1458.079  (meters)    4783.71   (feet)  ADJUSTED  
 NQ0187  ___________________________________________________________________
 NQ0187  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 NQ0187  DYNAMIC HT  -        1457.126 (meters)    4780.59  (feet)  COMP
 NQ0187  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 NQ0187
 NQ0187  VERT ORDER  -  SECOND    CLASS 0
 NQ0187
 NQ0187.The horizontal coordinates were scaled from a topographic map and have
 NQ0187.an estimated accuracy of +/- 6 seconds.
 NQ0187
 NQ0187.The orthometric height was determined by differential leveling
 NQ0187.and adjusted by the National Geodetic Survey in June 1991..
 NQ0187
 NQ0187.The geoid height was determined by GEOID03.
 NQ0187
 NQ0187.The dynamic height is computed by dividing the NAVD 88
 NQ0187.geopotential number by the normal gravity value computed on the
 NQ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0187.degrees latitude (g = 980.6199 gals.).
 NQ0187
 NQ0187.The modeled gravity was interpolated from observed gravity values.
 NQ0187
 NQ0187;                    North         East    Units  Estimated Accuracy
 NQ0187;SPC WY E     -   172,330.      215,590.      MT  (+/- 180 meters Scaled)
 NQ0187
 NQ0187                          SUPERSEDED SURVEY CONTROL
 NQ0187
 NQ0187  NGVD 29 (??/??/92) 1457.270  (m)         4781.06   (f) ADJ UNCH    2 0
 NQ0187
 NQ0187.Superseded values are not recommended for survey control.
 NQ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0187.See file dsdata.txt to determine how the superseded data were derived.
 NQ0187
 NQ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG017555(NAD 83)
 NQ0187_MARKER: DB = BENCH MARK DISK
 NQ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0187_STAMPING: X 165 1966
 NQ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0187+STABILITY: SURFACE MOTION
 NQ0187
 NQ0187  HISTORY     - Date     Condition        Report By
 NQ0187  HISTORY     - 1966     MONUMENTED       CGS
 NQ0187  HISTORY     - 1985     GOOD             DMA
 NQ0187  HISTORY     - 20030924 MARK NOT FOUND   USPSQD
 NQ0187
 NQ0187                          STATION DESCRIPTION
 NQ0187
 NQ0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 NQ0187'1.4 MI W FROM WHEATLAND.
 NQ0187'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE
 NQ0187'AT WHEATLAND, THENCE 0.75 MILE WEST ALONG COUNTY ROAD 1601,
 NQ0187'1 POWER POLE EAST OF A CURVE, 42 FEET NORTH OF THE CENTER LINE OF
 NQ0187'THE ROAD, 1 1/2 FEET WEST OF POWER POLE 16 GF WITH A GUY WIRE,
 NQ0187'1.7 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 NQ0187'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 NQ0187'GROUND.
 NQ0187
 NQ0187                          STATION RECOVERY (1985)
 NQ0187
 NQ0187'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 NQ0187'RECOVERED IN GOOD CONDITION.
 NQ0187
 NQ0187                          STATION RECOVERY (2003)
 NQ0187
 NQ0187'RECOVERY NOTE BY US POWER SQUADRON 2003 (RTK)
 NQ0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0404 ***********************************************************************
 MO0404  DESIGNATION -  X 166
 MO0404  PID         -  MO0404
 MO0404  STATE/COUNTY-  WY/ALBANY
 MO0404  USGS QUAD   -  SHEEP ROCK (1981)
 MO0404
 MO0404                         *CURRENT SURVEY CONTROL
 MO0404  ___________________________________________________________________
 MO0404* NAD 83(1986)-  41 43 13.     (N)    105 27 30.     (W)     SCALED    
 MO0404* NAVD 88     -      1993.849  (meters)    6541.49   (feet)  ADJUSTED  
 MO0404  ___________________________________________________________________
 MO0404  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 MO0404  DYNAMIC HT  -        1992.327 (meters)    6536.49  (feet)  COMP
 MO0404  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 MO0404
 MO0404  VERT ORDER  -  SECOND    CLASS 0
 MO0404
 MO0404.The horizontal coordinates were scaled from a topographic map and have
 MO0404.an estimated accuracy of +/- 6 seconds.
 MO0404
 MO0404.The orthometric height was determined by differential leveling
 MO0404.and adjusted by the National Geodetic Survey in June 1991..
 MO0404
 MO0404.The geoid height was determined by GEOID03.
 MO0404
 MO0404.The dynamic height is computed by dividing the NAVD 88
 MO0404.geopotential number by the normal gravity value computed on the
 MO0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0404.degrees latitude (g = 980.6199 gals.).
 MO0404
 MO0404.The modeled gravity was interpolated from observed gravity values.
 MO0404
 MO0404;                    North         East    Units  Estimated Accuracy
 MO0404;SPC WY E     -   135,550.      175,730.      MT  (+/- 180 meters Scaled)
 MO0404
 MO0404                          SUPERSEDED SURVEY CONTROL
 MO0404
 MO0404  NGVD 29 (??/??/92) 1992.928  (m)         6538.46   (f) ADJ UNCH    2 0
 MO0404
 MO0404.Superseded values are not recommended for survey control.
 MO0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0404.See file dsdata.txt to determine how the superseded data were derived.
 MO0404
 MO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG618188(NAD 83)
 MO0404_MARKER: DB = BENCH MARK DISK
 MO0404_SETTING: 80 = SET IN A BOULDER
 MO0404_SP_SET: BOULDER
 MO0404_STAMPING: X 166 1966
 MO0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0404+STABILITY: SURFACE MOTION
 MO0404
 MO0404  HISTORY     - Date     Condition        Report By
 MO0404  HISTORY     - 1966     MONUMENTED       CGS
 MO0404
 MO0404                          STATION DESCRIPTION
 MO0404
 MO0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0404'40.6 MI SW FROM WHEATLAND.
 MO0404'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0404'WHEATLAND, THENCE 33.9 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0404'NEAR THE WEST END OF A CUT, IN THE TOP OF A 3- BY 4-FOOT BOULDER
 MO0404'WHICH IS ONE OF A LARGE MASS OF BOULDERS, 38 FEET NORTH OF THE
 MO0404'CENTER LINE OF THE HIGHWAY, 120 FEET EAST OF THE EAST END OF A
 MO0404'GATE, 12.0 FEET SOUTH OF A FENCE, 10.9 FEET SOUTH-SOUTHWEST OF
 MO0404'A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND 2
 MO0404'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0737 ***********************************************************************
 MO0737  DESIGNATION -  X 167
 MO0737  PID         -  MO0737
 MO0737  STATE/COUNTY-  WY/ALBANY
 MO0737  USGS QUAD   -  SYBILLE SPRINGS (1981)
 MO0737
 MO0737                         *CURRENT SURVEY CONTROL
 MO0737  ___________________________________________________________________
 MO0737* NAD 83(1986)-  41 40 11.     (N)    105 31 52.     (W)     SCALED    
 MO0737* NAVD 88     -      2180.436  (meters)    7153.65   (feet)  ADJUSTED  
 MO0737  ___________________________________________________________________
 MO0737  GEOID HEIGHT-         -11.59  (meters)                     GEOID03
 MO0737  DYNAMIC HT  -        2178.666 (meters)    7147.84  (feet)  COMP
 MO0737  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 MO0737
 MO0737  VERT ORDER  -  SECOND    CLASS 0
 MO0737
 MO0737.The horizontal coordinates were scaled from a topographic map and have
 MO0737.an estimated accuracy of +/- 6 seconds.
 MO0737
 MO0737.The orthometric height was determined by differential leveling
 MO0737.and adjusted by the National Geodetic Survey in June 1991..
 MO0737
 MO0737.The geoid height was determined by GEOID03.
 MO0737
 MO0737.The dynamic height is computed by dividing the NAVD 88
 MO0737.geopotential number by the normal gravity value computed on the
 MO0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0737.degrees latitude (g = 980.6199 gals.).
 MO0737
 MO0737.The modeled gravity was interpolated from observed gravity values.
 MO0737
 MO0737;                    North         East    Units  Estimated Accuracy
 MO0737;SPC WY E     -   129,960.      169,650.      MT  (+/- 180 meters Scaled)
 MO0737
 MO0737                          SUPERSEDED SURVEY CONTROL
 MO0737
 MO0737  NGVD 29 (??/??/92) 2179.431  (m)         7150.35   (f) ADJ UNCH    2 0
 MO0737
 MO0737.Superseded values are not recommended for survey control.
 MO0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0737.See file dsdata.txt to determine how the superseded data were derived.
 MO0737
 MO0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG557132(NAD 83)
 MO0737_MARKER: DB = BENCH MARK DISK
 MO0737_SETTING: 66 = SET IN ROCK OUTCROP
 MO0737_SP_SET: OUTCROP
 MO0737_STAMPING: X 167 1966
 MO0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0737+STABILITY: POSITION/ELEVATION WELL
 MO0737
 MO0737  HISTORY     - Date     Condition        Report By
 MO0737  HISTORY     - 1966     MONUMENTED       CGS
 MO0737
 MO0737                          STATION DESCRIPTION
 MO0737
 MO0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0737'13.2 MI NE FROM BOSLER.
 MO0737'1.95 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT
 MO0737'BOSLER, THENCE 11.25 MILES NORTHEAST ALONG STATE HIGHWAY 34,
 MO0737'ON THE WEST SLOPE OF A SMALL KNOLL, 152 FEET EAST OF THE CENTER
 MO0737'LINE OF THE HIGHWAY, 139 FEET EAST OF THE SOUTHEAST CORNER OF
 MO0737'A WOODEN BRIDGE OVER PLUMBAGO CREEK, IN THE TOP OF THE EAST
 MO0737'EDGE OF A GREY OUTCROP WHICH PROJECTS ABOUT 1 FOOT, 77.3 FEET
 MO0737'EAST OF A FENCE, 4.5 FEET NORTHWEST OF A WITNESS POST, AND
 MO0737'ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0213 ***********************************************************************
 MR0213  DESIGNATION -  X 168
 MR0213  PID         -  MR0213
 MR0213  STATE/COUNTY-  WY/LINCOLN
 MR0213  USGS QUAD   -  NUGGET (1985)
 MR0213
 MR0213                         *CURRENT SURVEY CONTROL
 MR0213  ___________________________________________________________________
 MR0213* NAD 83(1986)-  41 49 21.     (N)    110 50 15.     (W)     SCALED    
 MR0213* NAVD 88     -      1985.189  (meters)    6513.07   (feet)  ADJUSTED  
 MR0213  ___________________________________________________________________
 MR0213  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 MR0213  DYNAMIC HT  -        1983.545 (meters)    6507.68  (feet)  COMP
 MR0213  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 MR0213
 MR0213  VERT ORDER  -  SECOND    CLASS 0
 MR0213
 MR0213.The horizontal coordinates were scaled from a topographic map and have
 MR0213.an estimated accuracy of +/- 6 seconds.
 MR0213
 MR0213.The orthometric height was determined by differential leveling
 MR0213.and adjusted by the National Geodetic Survey in June 1991..
 MR0213
 MR0213.The geoid height was determined by GEOID03.
 MR0213
 MR0213.The dynamic height is computed by dividing the NAVD 88
 MR0213.geopotential number by the normal gravity value computed on the
 MR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0213.degrees latitude (g = 980.6199 gals.).
 MR0213
 MR0213.The modeled gravity was interpolated from observed gravity values.
 MR0213
 MR0213;                    North         East    Units  Estimated Accuracy
 MR0213;SPC WY W     -   247,140.      737,350.      MT  (+/- 180 meters Scaled)
 MR0213
 MR0213                          SUPERSEDED SURVEY CONTROL
 MR0213
 MR0213  NGVD 29 (??/??/92) 1983.871  (m)         6508.75   (f) ADJ UNCH    2 0
 MR0213
 MR0213.Superseded values are not recommended for survey control.
 MR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0213.See file dsdata.txt to determine how the superseded data were derived.
 MR0213
 MR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM134300(NAD 83)
 MR0213_MARKER: DB = BENCH MARK DISK
 MR0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0213_SP_SET: ABUTMENT
 MR0213_STAMPING: X 168 1966
 MR0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0213
 MR0213  HISTORY     - Date     Condition        Report By
 MR0213  HISTORY     - 1966     MONUMENTED       CGS
 MR0213
 MR0213                          STATION DESCRIPTION
 MR0213
 MR0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0213'6.6 MI E FROM SAGE.
 MR0213'6.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF A
 MR0213'GRAVELED ROAD AT SAGE, AT RAILROAD BRIDGE 56.71, IN THE TOP OF THE
 MR0213'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE 56.71 OVER
 MR0213'A CREEK, 1.6 FEET SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT, 6.2
 MR0213'FEET NORTHEAST OF THE NORTHEAST RAIL, ABOUT 6 FEET LOWER THAN THE
 MR0213'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0210 ***********************************************************************
 MQ0210  DESIGNATION -  X 17
 MQ0210  PID         -  MQ0210
 MQ0210  STATE/COUNTY-  WY/SWEETWATER
 MQ0210  USGS QUAD   -  WHALEN BUTTE (1996)
 MQ0210
 MQ0210                         *CURRENT SURVEY CONTROL
 MQ0210  ___________________________________________________________________
 MQ0210* NAD 83(1986)-  41 29 57.     (N)    109 29 10.     (W)     SCALED    
 MQ0210* NAVD 88     -      1971.608  (meters)    6468.52   (feet)  ADJUSTED  
 MQ0210  ___________________________________________________________________
 MQ0210  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 MQ0210  DYNAMIC HT  -        1969.900 (meters)    6462.91  (feet)  COMP
 MQ0210  MODELED GRAV-     979,686.6   (mgal)                       NAVD 88
 MQ0210
 MQ0210  VERT ORDER  -  FIRST     CLASS II
 MQ0210
 MQ0210.The horizontal coordinates were scaled from a topographic map and have
 MQ0210.an estimated accuracy of +/- 6 seconds.
 MQ0210
 MQ0210.The orthometric height was determined by differential leveling
 MQ0210.and adjusted by the National Geodetic Survey in June 1991..
 MQ0210
 MQ0210.The geoid height was determined by GEOID03.
 MQ0210
 MQ0210.The dynamic height is computed by dividing the NAVD 88
 MQ0210.geopotential number by the normal gravity value computed on the
 MQ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0210.degrees latitude (g = 980.6199 gals.).
 MQ0210
 MQ0210.The modeled gravity was interpolated from observed gravity values.
 MQ0210
 MQ0210;                    North         East    Units  Estimated Accuracy
 MQ0210;SPC WYWC     -   111,220.      538,540.      MT  (+/- 180 meters Scaled)
 MQ0210
 MQ0210                          SUPERSEDED SURVEY CONTROL
 MQ0210
 MQ0210  NGVD 29 (??/??/92) 1970.306  (m)         6464.25   (f) ADJ UNCH    1 2
 MQ0210
 MQ0210.Superseded values are not recommended for survey control.
 MQ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0210.See file dsdata.txt to determine how the superseded data were derived.
 MQ0210
 MQ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL263952(NAD 83)
 MQ0210_MARKER: DB = BENCH MARK DISK
 MQ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0210_STAMPING: X 17 1933
 MQ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0210+STABILITY: SURFACE MOTION
 MQ0210
 MQ0210  HISTORY     - Date     Condition        Report By
 MQ0210  HISTORY     - 1933     MONUMENTED       CGS
 MQ0210  HISTORY     - 1961     MARK NOT FOUND   USGS
 MQ0210  HISTORY     - 1984     MARK NOT FOUND   NGS
 MQ0210
 MQ0210                          STATION DESCRIPTION
 MQ0210
 MQ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MQ0210'2.7 MI S FROM GREEN RIVER.
 MQ0210'2.7 MILES SOUTH OF, ALONG HWY. TO MANILA.  CONCRETE POST, IN FORK OF
 MQ0210'Y-JUNCTION OF RAVINES, 175 FEET SOUTHWEST OF BROWN FOLDED ROCK STRATA,
 MQ0210'70 FEET SOUTHWEST OF HIGHWAY BRIDGE, OUTSIDE OF CURVE, 60 FEET WEST OF
 MQ0210'HIGHWAY CENTER - LINE.  TABLET IN CONCRETE POST.
 MQ0210
 MQ0210                          STATION RECOVERY (1961)
 MQ0210
 MQ0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MQ0210'MARK NOT FOUND.
 MQ0210
 MQ0210                          STATION RECOVERY (1984)
 MQ0210
 MQ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0052 ***********************************************************************
 OV0052  DESIGNATION -  X 18
 OV0052  PID         -  OV0052
 OV0052  STATE/COUNTY-  WY/NATRONA
 OV0052  USGS QUAD   -  POWDER RIVER (1968)
 OV0052
 OV0052                         *CURRENT SURVEY CONTROL
 OV0052  ___________________________________________________________________
 OV0052* NAD 83(1986)-  43 02 08.     (N)    106 53 26.     (W)     SCALED    
 OV0052* NAVD 88     -      1728.566  (meters)    5671.14   (feet)  ADJUSTED  
 OV0052  ___________________________________________________________________
 OV0052  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 OV0052  DYNAMIC HT  -        1727.452 (meters)    5667.48  (feet)  COMP
 OV0052  MODELED GRAV-     979,914.6   (mgal)                       NAVD 88
 OV0052
 OV0052  VERT ORDER  -  FIRST     CLASS II
 OV0052
 OV0052.The horizontal coordinates were scaled from a topographic map and have
 OV0052.an estimated accuracy of +/- 6 seconds.
 OV0052
 OV0052.The orthometric height was determined by differential leveling
 OV0052.and adjusted by the National Geodetic Survey in June 1991..
 OV0052
 OV0052.The geoid height was determined by GEOID03.
 OV0052
 OV0052.The dynamic height is computed by dividing the NAVD 88
 OV0052.geopotential number by the normal gravity value computed on the
 OV0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0052.degrees latitude (g = 980.6199 gals.).
 OV0052
 OV0052.The modeled gravity was interpolated from observed gravity values.
 OV0052
 OV0052;                    North         East    Units  Estimated Accuracy
 OV0052;SPC WYEC     -   381,700.      436,080.      MT  (+/- 180 meters Scaled)
 OV0052
 OV0052                          SUPERSEDED SURVEY CONTROL
 OV0052
 OV0052  NGVD 29 (??/??/92) 1727.509  (m)         5667.67   (f) ADJ UNCH    1 2
 OV0052
 OV0052.Superseded values are not recommended for survey control.
 OV0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0052.See file dsdata.txt to determine how the superseded data were derived.
 OV0052
 OV0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH459664(NAD 83)
 OV0052_MARKER: DB = BENCH MARK DISK
 OV0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0052_STAMPING: X 18 1934
 OV0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0052+STABILITY: SURFACE MOTION
 OV0052
 OV0052  HISTORY     - Date     Condition        Report By
 OV0052  HISTORY     - 1934     MONUMENTED       CGS
 OV0052  HISTORY     - 1982     MARK NOT FOUND   NGS
 OV0052
 OV0052                          STATION DESCRIPTION
 OV0052
 OV0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0052'3.9 MI E FROM POWDER RIVER.
 OV0052'ABOUT 3.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0052'FROM THE STATION AT POWDER RIVER, NATRONA COUNTY, ABOUT 2,075 FEET
 OV0052'EAST OF MILEPOST 238, ON THE TOP OF A SMALL RISE, 95.5 FEET NORTH OF
 OV0052'THE NORTH RAIL, 2.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 OV0052'4.0 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED X 18 1934 AND
 OV0052'SET IN THE TOP OF A CONCRETE POST.
 OV0052
 OV0052                          STATION RECOVERY (1982)
 OV0052
 OV0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OV0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0086 ***********************************************************************
 NS0086  DESIGNATION -  X 19
 NS0086  PID         -  NS0086
 NS0086  STATE/COUNTY-  WY/SWEETWATER
 NS0086  USGS QUAD   -  EDEN RESERVOIR EAST (1977)
 NS0086
 NS0086                         *CURRENT SURVEY CONTROL
 NS0086  ___________________________________________________________________
 NS0086* NAD 83(1986)-  42 09 15.     (N)    109 16 39.     (W)     SCALED    
 NS0086* NAVD 88     -      2063.892  (meters)    6771.29   (feet)  ADJUSTED  
 NS0086  ___________________________________________________________________
 NS0086  GEOID HEIGHT-         -13.99  (meters)                     GEOID03
 NS0086  DYNAMIC HT  -        2062.153 (meters)    6765.58  (feet)  COMP
 NS0086  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 NS0086
 NS0086  VERT ORDER  -  FIRST     CLASS II
 NS0086
 NS0086.The horizontal coordinates were scaled from a topographic map and have
 NS0086.an estimated accuracy of +/- 6 seconds.
 NS0086
 NS0086.The orthometric height was determined by differential leveling
 NS0086.and adjusted by the National Geodetic Survey in June 1991..
 NS0086
 NS0086.The geoid height was determined by GEOID03.
 NS0086
 NS0086.The dynamic height is computed by dividing the NAVD 88
 NS0086.geopotential number by the normal gravity value computed on the
 NS0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0086.degrees latitude (g = 980.6199 gals.).
 NS0086
 NS0086.The modeled gravity was interpolated from observed gravity values.
 NS0086
 NS0086;                    North         East    Units  Estimated Accuracy
 NS0086;SPC WYWC     -   183,840.      556,410.      MT  (+/- 180 meters Scaled)
 NS0086
 NS0086                          SUPERSEDED SURVEY CONTROL
 NS0086
 NS0086  NGVD 29 (??/??/92) 2062.610  (m)         6767.08   (f) ADJ UNCH    1 2
 NS0086
 NS0086.Superseded values are not recommended for survey control.
 NS0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0086.See file dsdata.txt to determine how the superseded data were derived.
 NS0086
 NS0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM423683(NAD 83)
 NS0086_MARKER: DB = BENCH MARK DISK
 NS0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0086_STAMPING: 6766.758 X 19 1933
 NS0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0086+STABILITY: SURFACE MOTION
 NS0086
 NS0086  HISTORY     - Date     Condition        Report By
 NS0086  HISTORY     - 1933     MONUMENTED       CGS
 NS0086  HISTORY     - 1969     GOOD             NGS
 NS0086
 NS0086                          STATION DESCRIPTION
 NS0086
 NS0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0086'12.3 MI NE FROM FARSON.
 NS0086'12.3 MILES NORTHEAST ALONG THE ROAD TO SOUTH PASS CITY FROM FARSON,
 NS0086'SWEETWATER COUNTY, 1.0 MILE NORTHEAST OF A BRIDGE, AND 73 FEET
 NS0086'SOUTHEAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 NS0086'6766.758 X 19 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 NS0086'INCHES ABOVE GROUND.
 NS0086
 NS0086                          STATION RECOVERY (1969)
 NS0086
 NS0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NS0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0378 ***********************************************************************
 MP0378  DESIGNATION -  X 2
 MP0378  PID         -  MP0378
 MP0378  STATE/COUNTY-  WY/SWEETWATER
 MP0378  USGS QUAD   -  CRESTON (1981)
 MP0378
 MP0378                         *CURRENT SURVEY CONTROL
 MP0378  ___________________________________________________________________
 MP0378* NAD 83(1986)-  41 41 53.     (N)    107 50 13.     (W)     SCALED    
 MP0378* NAVD 88     -      2113.284  (meters)    6933.33   (feet)  POSTED    
 MP0378  ___________________________________________________________________
 MP0378  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 MP0378  DYNAMIC HT  -        2111.390 (meters)    6927.12  (feet)  COMP
 MP0378  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 MP0378
 MP0378  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 MP0378
 MP0378.The horizontal coordinates were scaled from a topographic map and have
 MP0378.an estimated accuracy of +/- 6 seconds.
 MP0378
 MP0378.The orthometric height was determined by differential leveling
 MP0378.and adjusted by the National Geodetic Survey in 1992..
 MP0378.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 MP0378.rate of 0.0 thru 1.0 mm/km.
 MP0378
 MP0378.The geoid height was determined by GEOID03.
 MP0378
 MP0378.The dynamic height is computed by dividing the NAVD 88
 MP0378.geopotential number by the normal gravity value computed on the
 MP0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0378.degrees latitude (g = 980.6199 gals.).
 MP0378
 MP0378.The modeled gravity was interpolated from observed gravity values.
 MP0378
 MP0378;                    North         East    Units  Estimated Accuracy
 MP0378;SPC WYWC     -   133,450.      676,000.      MT  (+/- 180 meters Scaled)
 MP0378
 MP0378                          SUPERSEDED SURVEY CONTROL
 MP0378
 MP0378.No superseded survey control is available for this station.
 MP0378
 MP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG639201(NAD 83)
 MP0378_MARKER: Z = SEE DESCRIPTION
 MP0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0378_SP_SET: CAPSTONE
 MP0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0378
 MP0378  HISTORY     - Date     Condition        Report By
 MP0378  HISTORY     - UNK      MONUMENTED       CGS
 MP0378  HISTORY     - 1956     MARK NOT FOUND   NGS
 MP0378
 MP0378                          STATION DESCRIPTION
 MP0378
 MP0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0378'0.5 MI W FROM LATHAM.
 MP0378'0.5 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0378'LATHAM, 10 RAILS EAST OF SEMAPHORE, ON THE SOUTH SIDE OF THE TRACK, ON
 MP0378'THE TOP OF THE STONE FACING OF A DRAINPIPE, ON THE EAST WING WALL, AND
 MP0378'8 INCHES FROM THE SOUTHEAST CORNER OF THE CAPSTONE.  THE BOTTOM OF A
 MP0378'SQUARE HOLE, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0051 ***********************************************************************
 NS0051  DESIGNATION -  X 20
 NS0051  PID         -  NS0051
 NS0051  STATE/COUNTY-  WY/FREMONT
 NS0051  USGS QUAD   -  WOLF POINT (1991)
 NS0051
 NS0051                         *CURRENT SURVEY CONTROL
 NS0051  ___________________________________________________________________
 NS0051* NAD 83(1986)-  42 43 57.     (N)    108 37 54.     (W)     SCALED    
 NS0051* NAVD 88     -      1672.218  (meters)    5486.27   (feet)  ADJUSTED  
 NS0051  ___________________________________________________________________
 NS0051  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 NS0051  DYNAMIC HT  -        1671.095 (meters)    5482.58  (feet)  COMP
 NS0051  MODELED GRAV-     979,890.7   (mgal)                       NAVD 88
 NS0051
 NS0051  VERT ORDER  -  FIRST     CLASS II
 NS0051
 NS0051.The horizontal coordinates were scaled from a topographic map and have
 NS0051.an estimated accuracy of +/- 6 seconds.
 NS0051
 NS0051.The orthometric height was determined by differential leveling
 NS0051.and adjusted by the National Geodetic Survey in June 1991..
 NS0051
 NS0051.The geoid height was determined by GEOID03.
 NS0051
 NS0051.The dynamic height is computed by dividing the NAVD 88
 NS0051.geopotential number by the normal gravity value computed on the
 NS0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0051.degrees latitude (g = 980.6199 gals.).
 NS0051
 NS0051.The modeled gravity was interpolated from observed gravity values.
 NS0051
 NS0051;                    North         East    Units  Estimated Accuracy
 NS0051;SPC WYWC     -   247,950.      609,690.      MT  (+/- 180 meters Scaled)
 NS0051
 NS0051                          SUPERSEDED SURVEY CONTROL
 NS0051
 NS0051  NGVD 29 (??/??/92) 1671.200  (m)         5482.93   (f) ADJ UNCH    1 2
 NS0051
 NS0051.Superseded values are not recommended for survey control.
 NS0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0051.See file dsdata.txt to determine how the superseded data were derived.
 NS0051
 NS0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN938338(NAD 83)
 NS0051_MARKER: DB = BENCH MARK DISK
 NS0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NS0051_SP_SET: SIPHON
 NS0051_STAMPING: 5482.473 X 20 1933
 NS0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0051
 NS0051  HISTORY     - Date     Condition        Report By
 NS0051  HISTORY     - 1933     MONUMENTED       CGS
 NS0051  HISTORY     - 1973     GOOD             NGS
 NS0051
 NS0051                          STATION DESCRIPTION
 NS0051
 NS0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0051'9.3 MI SE FROM LANDER.
 NS0051'9.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM LANDER, FREMONT
 NS0051'COUNTY, 0.1 MILE NORTH OF THE JUNCTION OF THE ROAD LEADING TO ATLANTIC
 NS0051'CITY, AT A CONCRETE INVERTED SIPHON, IN THE TOP OF THE EAST HEADWALL,
 NS0051'36.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 8 FEET
 NS0051'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 5482.473 X 20 1933.
 NS0051
 NS0051                          STATION RECOVERY (1973)
 NS0051
 NS0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NS0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0059 ***********************************************************************
 OW0059  DESIGNATION -  X 21
 OW0059  PID         -  OW0059
 OW0059  STATE/COUNTY-  WY/FREMONT
 OW0059  USGS QUAD   -  RIVERTON NE (1978)
 OW0059
 OW0059                         *CURRENT SURVEY CONTROL
 OW0059  ___________________________________________________________________
 OW0059* NAD 83(1986)-  43 09 10.     (N)    108 16 37.     (W)     SCALED    
 OW0059* NAVD 88     -      1555.604  (meters)    5103.68   (feet)  ADJUSTED  
 OW0059  ___________________________________________________________________
 OW0059  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 OW0059  DYNAMIC HT  -        1554.581 (meters)    5100.32  (feet)  COMP
 OW0059  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 OW0059
 OW0059  VERT ORDER  -  FIRST     CLASS II
 OW0059
 OW0059.The horizontal coordinates were scaled from a topographic map and have
 OW0059.an estimated accuracy of +/- 6 seconds.
 OW0059
 OW0059.The orthometric height was determined by differential leveling
 OW0059.and adjusted by the National Geodetic Survey in June 1991..
 OW0059
 OW0059.The geoid height was determined by GEOID03.
 OW0059
 OW0059.The dynamic height is computed by dividing the NAVD 88
 OW0059.geopotential number by the normal gravity value computed on the
 OW0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0059.degrees latitude (g = 980.6199 gals.).
 OW0059
 OW0059.The modeled gravity was interpolated from observed gravity values.
 OW0059
 OW0059;                    North         East    Units  Estimated Accuracy
 OW0059;SPC WYWC     -   294,730.      638,480.      MT  (+/- 180 meters Scaled)
 OW0059
 OW0059                          SUPERSEDED SURVEY CONTROL
 OW0059
 OW0059  NGVD 29 (??/??/92) 1554.617  (m)         5100.44   (f) ADJ UNCH    1 2
 OW0059
 OW0059.Superseded values are not recommended for survey control.
 OW0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0059.See file dsdata.txt to determine how the superseded data were derived.
 OW0059
 OW0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN214813(NAD 83)
 OW0059_MARKER: DB = BENCH MARK DISK
 OW0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0059_STAMPING: 5099.891 X 21 1933
 OW0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0059+STABILITY: SURFACE MOTION
 OW0059
 OW0059  HISTORY     - Date     Condition        Report By
 OW0059  HISTORY     - 1933     MONUMENTED       CGS
 OW0059
 OW0059                          STATION DESCRIPTION
 OW0059
 OW0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OW0059'11.5 MI SW FROM SHOSHONI.
 OW0059'11.5 MILES SOUTHWEST ALONG STATE HIGHWAY 320 FROM SHOSHONI, FREMONT
 OW0059'COUNTY, 12.5 MILES NORTHEAST OF RIVERTON, 0.3 MILE NORTH OF THE
 OW0059'CROSSING OF A ROW OF POLES, AT THE SOUTHWEST CORNER OF A ROAD
 OW0059'INTERSECTION, AND 55 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 OW0059'A STANDARD DISK, STAMPED 5099.891 X 21 1933 AND SET IN THE TOP OF A
 OW0059'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0171 ***********************************************************************
 MQ0171  DESIGNATION -  X 22
 MQ0171  PID         -  MQ0171
 MQ0171  STATE/COUNTY-  WY/SWEETWATER
 MQ0171  USGS QUAD   -  KANDA (1978)
 MQ0171
 MQ0171                         *CURRENT SURVEY CONTROL
 MQ0171  ___________________________________________________________________
 MQ0171* NAD 83(1986)-  41 32 34.     (N)    109 20 30.     (W)     SCALED    
 MQ0171* NAVD 88     -      1893.107  (meters)    6210.97   (feet)  ADJUSTED  
 MQ0171  ___________________________________________________________________
 MQ0171  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MQ0171  DYNAMIC HT  -        1891.483 (meters)    6205.64  (feet)  COMP
 MQ0171  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 MQ0171
 MQ0171  VERT ORDER  -  FIRST     CLASS II
 MQ0171
 MQ0171.The horizontal coordinates were scaled from a topographic map and have
 MQ0171.an estimated accuracy of +/- 6 seconds.
 MQ0171
 MQ0171.The orthometric height was determined by differential leveling
 MQ0171.and adjusted by the National Geodetic Survey in June 1991..
 MQ0171.WARNING-Repeat measurements at this control monument indicate possible
 MQ0171.vertical movement.
 MQ0171
 MQ0171.The geoid height was determined by GEOID03.
 MQ0171
 MQ0171.The dynamic height is computed by dividing the NAVD 88
 MQ0171.geopotential number by the normal gravity value computed on the
 MQ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0171.degrees latitude (g = 980.6199 gals.).
 MQ0171
 MQ0171.The modeled gravity was interpolated from observed gravity values.
 MQ0171
 MQ0171;                    North         East    Units  Estimated Accuracy
 MQ0171;SPC WYWC     -   115,970.      550,630.      MT  (+/- 180 meters Scaled)
 MQ0171
 MQ0171                          SUPERSEDED SURVEY CONTROL
 MQ0171
 MQ0171  NGVD 29 (06/08/92) 1891.799  (m)         6206.68   (f) ADJUSTED    1 2
 MQ0171
 MQ0171.Superseded values are not recommended for survey control.
 MQ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0171.See file dsdata.txt to determine how the superseded data were derived.
 MQ0171
 MQ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM383003(NAD 83)
 MQ0171_MARKER: DB = BENCH MARK DISK
 MQ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0171_STAMPING: X 22 1933 6206.756
 MQ0171_MARK LOGO: CGS   
 MQ0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0171+STABILITY: SURFACE MOTION
 MQ0171
 MQ0171  HISTORY     - Date     Condition        Report By
 MQ0171  HISTORY     - 1933     MONUMENTED       CGS
 MQ0171  HISTORY     - 1958     GOOD             NGS
 MQ0171  HISTORY     - 1983     GOOD             NGS
 MQ0171  HISTORY     - 19990112 GOOD             WYDT
 MQ0171
 MQ0171                          STATION DESCRIPTION
 MQ0171
 MQ0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0171'7.35 MI SW FROM ROCK SPRINGS.
 MQ0171'ABOUT 7.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0171'STATION AT ROCK SPRINGS, 13 TELEPHONE POLES SOUTHWEST OF MILE POST
 MQ0171'809, 6 1/2 RAILS SOUTHWEST OF CULVERT NUMBER 809.32, 47 1/2 FEET
 MQ0171'NORTHWEST OF THE NEAR RAIL, 27 FEET SOUTHEAST OF A TELEPHONE POLE, 150
 MQ0171'1/2 FEET NORTHEAST OF THE NORTH CORNER OF A TOOL SHED AT KANDA, 5 FEET
 MQ0171'SOUTHWEST OF A FENCE CORNER POST AT AN OFFSET IN THE RIGHT OF WAY
 MQ0171'FENCE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 MQ0171'TRACKS, AND IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE GROUND.
 MQ0171
 MQ0171                          STATION RECOVERY (1983)
 MQ0171
 MQ0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0171'RECOVERED THIS DATE.  NOTE, DELETE 150 1/2 FEET NORTHEAST OF THE NORTH
 MQ0171'CORNER OF A TOOL SHED AT KANDA.
 MQ0171
 MQ0171                          STATION RECOVERY (1999)
 MQ0171
 MQ0171'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0171'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0171'307-777-3819.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0331 ***********************************************************************
 PW0331  DESIGNATION -  X 23
 PW0331  PID         -  PW0331
 PW0331  STATE/COUNTY-  WY/WASHAKIE
 PW0331  USGS QUAD   -  WORLAND (1978)
 PW0331
 PW0331                         *CURRENT SURVEY CONTROL
 PW0331  ___________________________________________________________________
 PW0331* NAD 83(1986)-  44 02 46.     (N)    107 56 34.     (W)     SCALED    
 PW0331* NAVD 88     -      1230.843  (meters)    4038.19   (feet)  ADJUSTED  
 PW0331  ___________________________________________________________________
 PW0331  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 PW0331  DYNAMIC HT  -        1230.272 (meters)    4036.32  (feet)  COMP
 PW0331  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 PW0331  OBS GRAVITY -     980,117.9   (mgal)                       GRAV_OBS
 PW0331
 PW0331  VERT ORDER  -  FIRST     CLASS II
 PW0331
 PW0331.The horizontal coordinates were scaled from a topographic map and have
 PW0331.an estimated accuracy of +/- 6 seconds.
 PW0331
 PW0331.The orthometric height was determined by differential leveling
 PW0331.and adjusted by the National Geodetic Survey in June 1991..
 PW0331.WARNING-Repeat measurements at this control monument indicate possible
 PW0331.vertical movement.
 PW0331
 PW0331.The geoid height was determined by GEOID03.
 PW0331
 PW0331.The dynamic height is computed by dividing the NAVD 88
 PW0331.geopotential number by the normal gravity value computed on the
 PW0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0331.degrees latitude (g = 980.6199 gals.).
 PW0331
 PW0331.The modeled gravity was interpolated from observed gravity values.
 PW0331.The observed gravity was obtained from relative gravimeter ties
 PW0331.to the IGSN71 gravity network.
 PW0331
 PW0331;                    North         East    Units  Estimated Accuracy
 PW0331;SPC WYEC     -   494,050.      351,160.      MT  (+/- 180 meters Scaled)
 PW0331
 PW0331                          SUPERSEDED SURVEY CONTROL
 PW0331
 PW0331  NGVD 29 (06/08/92) 1230.052  (m)         4035.60   (f) ADJUSTED    1 2
 PW0331
 PW0331.Superseded values are not recommended for survey control.
 PW0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0331.See file dsdata.txt to determine how the superseded data were derived.
 PW0331
 PW0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ642812(NAD 83)
 PW0331_MARKER: DB = BENCH MARK DISK
 PW0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0331_SP_SET: SIPHON
 PW0331_STAMPING: 4035.028 X 23 1933
 PW0331_MARK LOGO: CGS   
 PW0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0331
 PW0331  HISTORY     - Date     Condition        Report By
 PW0331  HISTORY     - 1933     MONUMENTED       CGS
 PW0331  HISTORY     - 1934     GOOD             NGS
 PW0331  HISTORY     - 1982     GOOD             NGS
 PW0331
 PW0331                          STATION DESCRIPTION
 PW0331
 PW0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PW0331'2.1 MI N FROM WORLAND.
 PW0331'2.1 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0331'WORLAND, WASHAKIE COUNTY, AT MILEAGE 370.67, 11 FEET WEST OF THE
 PW0331'CENTER LINE OF THE TRACK, AT A CONCRETE INVERTED SIPHON, AND IN THE
 PW0331'TOP OF THE SOUTHEAST CORNER OF THE WEST HEADWALL.  A STANDARD DISK,
 PW0331'STAMPED 4035.028 X 23 1933.  NOTE-- AT THE SMALLER OF THE TWO CITY
 PW0331'WATER TANKS.
 PW0331
 PW0331                          STATION RECOVERY (1934)
 PW0331
 PW0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PW0331'RECOVERED IN GOOD CONDITION.
 PW0331
 PW0331                          STATION RECOVERY (1982)
 PW0331
 PW0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PW0331'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.5 KM (2.15
 PW0331'MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH U. S.
 PW0331'HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.2 KM (0.1 MI) NORTHWEST
 PW0331'OF A GRAVELED CROSSROAD, IN THE NORTHEAST END OF THE CONCRETE
 PW0331'FOUNDATION OF AN IRRIGATION DITCH SIPHON, 46.6 METERS (152.9 FT)
 PW0331'NORTHWEST OF THE CENTER OF THE HIGHWAY AND 3.4 METERS (11.2 FT)
 PW0331'NORTHWEST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD.
 PW0331'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PW0331'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0013 ***********************************************************************
 PX0013  DESIGNATION -  X 24
 PX0013  PID         -  PX0013
 PX0013  STATE/COUNTY-  WY/BIG HORN
 PX0013  USGS QUAD   -  SPENCE (1966)
 PX0013
 PX0013                         *CURRENT SURVEY CONTROL
 PX0013  ___________________________________________________________________
 PX0013* NAD 83(1986)-  44 37 31.     (N)    108 14 58.     (W)     SCALED    
 PX0013* NAVD 88     -      1332.088  (meters)    4370.36   (feet)  ADJUSTED  
 PX0013  ___________________________________________________________________
 PX0013  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 PX0013  DYNAMIC HT  -        1331.520 (meters)    4368.50  (feet)  COMP
 PX0013  MODELED GRAV-     980,145.7   (mgal)                       NAVD 88
 PX0013
 PX0013  VERT ORDER  -  FIRST     CLASS II
 PX0013
 PX0013.The horizontal coordinates were scaled from a topographic map and have
 PX0013.an estimated accuracy of +/- 6 seconds.
 PX0013
 PX0013.The orthometric height was determined by differential leveling
 PX0013.and adjusted by the National Geodetic Survey in June 1991..
 PX0013
 PX0013.The geoid height was determined by GEOID03.
 PX0013
 PX0013.The dynamic height is computed by dividing the NAVD 88
 PX0013.geopotential number by the normal gravity value computed on the
 PX0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0013.degrees latitude (g = 980.6199 gals.).
 PX0013
 PX0013.The modeled gravity was interpolated from observed gravity values.
 PX0013
 PX0013;                    North         East    Units  Estimated Accuracy
 PX0013;SPC WYEC     -   558,630.      327,300.      MT  (+/- 180 meters Scaled)
 PX0013
 PX0013                          SUPERSEDED SURVEY CONTROL
 PX0013
 PX0013  NGVD 29 (??/??/92) 1331.203  (m)         4367.46   (f) ADJ UNCH    1 2
 PX0013
 PX0013.Superseded values are not recommended for survey control.
 PX0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0013.See file dsdata.txt to determine how the superseded data were derived.
 PX0013
 PX0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ181450(NAD 83)
 PX0013_MARKER: DB = BENCH MARK DISK
 PX0013_SETTING: 66 = SET IN ROCK OUTCROP
 PX0013_SP_SET: SANDSTONE OUTCROP
 PX0013_STAMPING: 4367.081 X 24 1933
 PX0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0013+STABILITY: POSITION/ELEVATION WELL
 PX0013
 PX0013  HISTORY     - Date     Condition        Report By
 PX0013  HISTORY     - 1933     MONUMENTED       CGS
 PX0013  HISTORY     - 1966     GOOD             USGS
 PX0013  HISTORY     - 1982     MARK NOT FOUND   NGS
 PX0013
 PX0013                          STATION DESCRIPTION
 PX0013
 PX0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0013'15.4 MI NW FROM GREYBULL.
 PX0013'15.4 MILES NORTHWEST OF GREYBULL, BIG HORN COUNTY, ON U.S. HIGHWAY
 PX0013'310, 10.9 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 20, 228 FEET
 PX0013'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF THE
 PX0013'PAINTED WHITE LETTERS USBM, AND IN THE TOP OF A PROMINENT WHITE
 PX0013'SANDSTONE OUTCROP.  A STANDARD DISK, STAMPED 4367.081 X 24 1933.
 PX0013
 PX0013                          STATION RECOVERY (1966)
 PX0013
 PX0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0013'RECOVERED IN GOOD CONDITION.
 PX0013
 PX0013                          STATION RECOVERY (1982)
 PX0013
 PX0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0128 ***********************************************************************
 PX0128  DESIGNATION -  X 25
 PX0128  PID         -  PX0128
 PX0128  STATE/COUNTY-  WY/PARK
 PX0128  USGS QUAD   -  GARLAND (1966)
 PX0128
 PX0128                         *CURRENT SURVEY CONTROL
 PX0128  ___________________________________________________________________
 PX0128* NAD 83(1986)-  44 48 43.     (N)    108 39 54.     (W)     SCALED    
 PX0128* NAVD 88     -      1300.772  (meters)    4267.62   (feet)  ADJUSTED  
 PX0128  ___________________________________________________________________
 PX0128  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 PX0128  DYNAMIC HT  -        1300.222 (meters)    4265.81  (feet)  COMP
 PX0128  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 PX0128
 PX0128  VERT ORDER  -  SECOND    CLASS 0
 PX0128
 PX0128.The horizontal coordinates were scaled from a topographic map and have
 PX0128.an estimated accuracy of +/- 6 seconds.
 PX0128
 PX0128.The orthometric height was determined by differential leveling
 PX0128.and adjusted by the National Geodetic Survey in June 1991..
 PX0128
 PX0128.The geoid height was determined by GEOID03.
 PX0128
 PX0128.The dynamic height is computed by dividing the NAVD 88
 PX0128.geopotential number by the normal gravity value computed on the
 PX0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0128.degrees latitude (g = 980.6199 gals.).
 PX0128
 PX0128.The modeled gravity was interpolated from observed gravity values.
 PX0128
 PX0128;                    North         East    Units  Estimated Accuracy
 PX0128;SPC WYWC     -   478,970.      606,720.      MT  (+/- 180 meters Scaled)
 PX0128
 PX0128                          SUPERSEDED SURVEY CONTROL
 PX0128
 PX0128  NGVD 29 (??/??/92) 1299.805  (m)         4264.44   (f) ADJ UNCH    2 0
 PX0128
 PX0128.Superseded values are not recommended for survey control.
 PX0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0128.See file dsdata.txt to determine how the superseded data were derived.
 PX0128
 PX0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ846647(NAD 83)
 PX0128_MARKER: DB = BENCH MARK DISK
 PX0128_SETTING: 66 = SET IN ROCK OUTCROP
 PX0128_SP_SET: ROCK OUTCROP
 PX0128_STAMPING: 4264.145 X 25 1933
 PX0128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PX0128+STABILITY: POSITION/ELEVATION WELL
 PX0128
 PX0128  HISTORY     - Date     Condition        Report By
 PX0128  HISTORY     - 1933     MONUMENTED       CGS
 PX0128
 PX0128                          STATION DESCRIPTION
 PX0128
 PX0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0128'2.8 MI N FROM GARLAND.
 PX0128'ABOUT 2.8 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PX0128'RAILROAD FROM GARLAND, PARK COUNTY, AT MILEAGE 11.97, 70 FEET
 PX0128'NORTHEAST OF THE CENTER LINE OF THE TRACK, IN A ROCK OUTCROP, AND NEAR
 PX0128'A PYRAMID OF LOOSE STONES.  A STANDARD DISK, STAMPED 4264.145 X 25
 PX0128'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0145 ***********************************************************************
 OV0145  DESIGNATION -  X 26
 OV0145  PID         -  OV0145
 OV0145  STATE/COUNTY-  WY/FREMONT
 OV0145  USGS QUAD   -  MONETA (1952)
 OV0145
 OV0145                         *CURRENT SURVEY CONTROL
 OV0145  ___________________________________________________________________
 OV0145* NAD 83(1986)-  43 14 49.     (N)    107 38 53.     (W)     SCALED    
 OV0145* NAVD 88     -      1622.844  (meters)    5324.28   (feet)  POSTED    
 OV0145  ___________________________________________________________________
 OV0145  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 OV0145  DYNAMIC HT  -        1621.770 (meters)    5320.76  (feet)  COMP
 OV0145  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 OV0145
 OV0145  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 OV0145
 OV0145.The horizontal coordinates were scaled from a topographic map and have
 OV0145.an estimated accuracy of +/- 6 seconds.
 OV0145
 OV0145.The orthometric height was determined by differential leveling
 OV0145.and adjusted by the National Geodetic Survey in 1992..
 OV0145.No vertical observational check was made to the station.
 OV0145.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 OV0145.was located on a no-check spur therefore a value was not computed.
 OV0145
 OV0145.The geoid height was determined by GEOID03.
 OV0145
 OV0145.The dynamic height is computed by dividing the NAVD 88
 OV0145.geopotential number by the normal gravity value computed on the
 OV0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0145.degrees latitude (g = 980.6199 gals.).
 OV0145
 OV0145.The modeled gravity was interpolated from observed gravity values.
 OV0145
 OV0145;                    North         East    Units  Estimated Accuracy
 OV0145;SPC WYWC     -   305,680.      689,490.      MT  (+/- 180 meters Scaled)
 OV0145
 OV0145                          SUPERSEDED SURVEY CONTROL
 OV0145
 OV0145  NGVD 29 (??/??/92) 1621.797  (m)         5320.85   (f) ADJ UNCH    1 2
 OV0145
 OV0145.Superseded values are not recommended for survey control.
 OV0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0145.See file dsdata.txt to determine how the superseded data were derived.
 OV0145
 OV0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH850916(NAD 83)
 OV0145_MARKER: DB = BENCH MARK DISK
 OV0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OV0145_SP_SET: CULVERT
 OV0145_STAMPING: X 26 1934
 OV0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0145
 OV0145  HISTORY     - Date     Condition        Report By
 OV0145  HISTORY     - 1934     MONUMENTED       CGS
 OV0145
 OV0145                          STATION DESCRIPTION
 OV0145
 OV0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0145'2.7 MI E FROM LYSITE.
 OV0145'ABOUT 2.7 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0145'FROM THE STATION AT LYSITE, FREMONT COUNTY, ABOUT 0.4 MILE WEST OF
 OV0145'MILEPOST 281, AT A 12- BY 12-FOOT CONCRETE BOX CULVERT, AND IN THE TOP
 OV0145'OF THE EAST END OF THE SOUTH HEAD WALL.  A STANDARD DISK, STAMPED X 26
 OV0145'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0196 ***********************************************************************
 NR0196  DESIGNATION -  X 27
 NR0196  PID         -  NR0196
 NR0196  STATE/COUNTY-  WY/CARBON
 NR0196  USGS QUAD   -  SPLIT ROCK NW (1984)
 NR0196
 NR0196                         *CURRENT SURVEY CONTROL
 NR0196  ___________________________________________________________________
 NR0196* NAD 83(1986)-  42 29 08.     (N)    107 41 18.     (W)     SCALED    
 NR0196* NAVD 88     -      1917.593  (meters)    6291.30   (feet)  ADJUSTED  
 NR0196  ___________________________________________________________________
 NR0196  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 NR0196  DYNAMIC HT  -        1916.203 (meters)    6286.74  (feet)  COMP
 NR0196  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 NR0196
 NR0196  VERT ORDER  -  SECOND    CLASS 0
 NR0196
 NR0196.The horizontal coordinates were scaled from a topographic map and have
 NR0196.an estimated accuracy of +/- 6 seconds.
 NR0196
 NR0196.The orthometric height was determined by differential leveling
 NR0196.and adjusted by the National Geodetic Survey in June 1991..
 NR0196
 NR0196.The geoid height was determined by GEOID03.
 NR0196
 NR0196.The dynamic height is computed by dividing the NAVD 88
 NR0196.geopotential number by the normal gravity value computed on the
 NR0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0196.degrees latitude (g = 980.6199 gals.).
 NR0196
 NR0196.The modeled gravity was interpolated from observed gravity values.
 NR0196
 NR0196;                    North         East    Units  Estimated Accuracy
 NR0196;SPC WYEC     -   320,570.      370,810.      MT  (+/- 180 meters Scaled)
 NR0196
 NR0196                          SUPERSEDED SURVEY CONTROL
 NR0196
 NR0196  NGVD 29 (??/??/92) 1916.557  (m)         6287.90   (f) ADJ UNCH    2 0
 NR0196
 NR0196.Superseded values are not recommended for survey control.
 NR0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0196.See file dsdata.txt to determine how the superseded data were derived.
 NR0196
 NR0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH790071(NAD 83)
 NR0196_MARKER: DB = BENCH MARK DISK
 NR0196_SETTING: 0 = UNSPECIFIED SETTING
 NR0196_STAMPING: X 27 1934
 NR0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NR0196
 NR0196  HISTORY     - Date     Condition        Report By
 NR0196  HISTORY     - 1934     MONUMENTED       CGS
 NR0196  HISTORY     - 1951     POOR             USGS
 NR0196
 NR0196                          STATION DESCRIPTION
 NR0196
 NR0196'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 NR0196'15.8 MI W FROM THREE FORKS.
 NR0196'IN FREMONT COUNTY, ABOUT 15.8 MILES WEST ALONG U.S. HIGHWAY 287 FROM
 NR0196'THREE FORKS, CARBON COUNTY, ABOUT 5.1 MILES WEST OF SPLIT ROCK, AT THE
 NR0196'JUNCTION WITH A TRAIL LEADING NORTHWEST, ABOUT 0.1 MILE EAST OF A
 NR0196'CURVE, 62.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 45 FEET
 NR0196'NORTHEAST OF THE CENTER LINE OF THE TRAIL.  NOTE-- USE WITH CAUTION.
 NR0196'POST BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0176 ***********************************************************************
 NR0176  DESIGNATION -  X 30
 NR0176  PID         -  NR0176
 NR0176  STATE/COUNTY-  WY/CARBON
 NR0176  USGS QUAD   -  MUDDY GAP (1981)
 NR0176
 NR0176                         *CURRENT SURVEY CONTROL
 NR0176  ___________________________________________________________________
 NR0176* NAD 83(1986)-  42 19 00.     (N)    107 27 22.     (W)     SCALED    
 NR0176* NAVD 88     -      1941.798  (meters)    6370.72   (feet)  ADJUSTED  
 NR0176  ___________________________________________________________________
 NR0176  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 NR0176  DYNAMIC HT  -        1940.301 (meters)    6365.80  (feet)  COMP
 NR0176  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 NR0176
 NR0176  VERT ORDER  -  FIRST     CLASS II
 NR0176
 NR0176.The horizontal coordinates were scaled from a topographic map and have
 NR0176.an estimated accuracy of +/- 6 seconds.
 NR0176
 NR0176.The orthometric height was determined by differential leveling
 NR0176.and adjusted by the National Geodetic Survey in June 1991..
 NR0176
 NR0176.The geoid height was determined by GEOID03.
 NR0176
 NR0176.The dynamic height is computed by dividing the NAVD 88
 NR0176.geopotential number by the normal gravity value computed on the
 NR0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0176.degrees latitude (g = 980.6199 gals.).
 NR0176
 NR0176.The modeled gravity was interpolated from observed gravity values.
 NR0176
 NR0176;                    North         East    Units  Estimated Accuracy
 NR0176;SPC WYEC     -   301,760.      389,880.      MT  (+/- 180 meters Scaled)
 NR0176
 NR0176                          SUPERSEDED SURVEY CONTROL
 NR0176
 NR0176  NGVD 29 (??/??/92) 1940.709  (m)         6367.14   (f) ADJ UNCH    1 2
 NR0176
 NR0176.Superseded values are not recommended for survey control.
 NR0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0176.See file dsdata.txt to determine how the superseded data were derived.
 NR0176
 NR0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG975878(NAD 83)
 NR0176_MARKER: DB = BENCH MARK DISK
 NR0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0176_STAMPING: X 30 1933
 NR0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0176+STABILITY: SURFACE MOTION
 NR0176
 NR0176  HISTORY     - Date     Condition        Report By
 NR0176  HISTORY     - 1933     MONUMENTED       CGS
 NR0176  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0176
 NR0176                          STATION DESCRIPTION
 NR0176
 NR0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0176'3.6 MI S FROM THREE FORKS.
 NR0176'3.6 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THREE FORKS, CARBON
 NR0176'COUNTY, 2.6 MILES SOUTH OF THE MUDDY GAP STORE AND CAFE, ON A LEVEL
 NR0176'STRETCH OF THE HIGHWAY, ON THE INSIDE OF A CURVE, AND 51 FEET WEST OF
 NR0176'THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED X 30 1933
 NR0176'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 NR0176'GROUND.
 NR0176
 NR0176                          STATION RECOVERY (1982)
 NR0176
 NR0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0143 ***********************************************************************
 NR0143  DESIGNATION -  X 31
 NR0143  PID         -  NR0143
 NR0143  STATE/COUNTY-  WY/NATRONA
 NR0143  USGS QUAD   -  ALCOVA (1984)
 NR0143
 NR0143                         *CURRENT SURVEY CONTROL
 NR0143  ___________________________________________________________________
 NR0143* NAD 83(1986)-  42 35 00.     (N)    106 40 31.     (W)     SCALED    
 NR0143* NAVD 88     -      1627.131  (meters)    5338.35   (feet)  ADJUSTED  
 NR0143  ___________________________________________________________________
 NR0143  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 NR0143  DYNAMIC HT  -        1626.050 (meters)    5334.80  (feet)  COMP
 NR0143  MODELED GRAV-     979,899.5   (mgal)                       NAVD 88
 NR0143
 NR0143  VERT ORDER  -  FIRST     CLASS II
 NR0143
 NR0143.The horizontal coordinates were scaled from a topographic map and have
 NR0143.an estimated accuracy of +/- 6 seconds.
 NR0143
 NR0143.The orthometric height was determined by differential leveling
 NR0143.and adjusted by the National Geodetic Survey in June 1991..
 NR0143
 NR0143.The geoid height was determined by GEOID03.
 NR0143
 NR0143.The dynamic height is computed by dividing the NAVD 88
 NR0143.geopotential number by the normal gravity value computed on the
 NR0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0143.degrees latitude (g = 980.6199 gals.).
 NR0143
 NR0143.The modeled gravity was interpolated from observed gravity values.
 NR0143
 NR0143;                    North         East    Units  Estimated Accuracy
 NR0143;SPC WYEC     -   331,580.      454,020.      MT  (+/- 180 meters Scaled)
 NR0143
 NR0143                          SUPERSEDED SURVEY CONTROL
 NR0143
 NR0143  NGVD 29 (??/??/92) 1626.214  (m)         5335.34   (f) ADJ UNCH    1 2
 NR0143
 NR0143.Superseded values are not recommended for survey control.
 NR0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0143.See file dsdata.txt to determine how the superseded data were derived.
 NR0143
 NR0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH625159(NAD 83)
 NR0143_MARKER: DB = BENCH MARK DISK
 NR0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0143_STAMPING: X 31 1933
 NR0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0143+STABILITY: SURFACE MOTION
 NR0143
 NR0143  HISTORY     - Date     Condition        Report By
 NR0143  HISTORY     - 1933     MONUMENTED       CGS
 NR0143  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0143
 NR0143                          STATION DESCRIPTION
 NR0143
 NR0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0143'26.6 MI SW FROM CASPER.
 NR0143'26.6 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0143'CASPER, NATRONA COUNTY, 3.3 MILES NORTHEAST OF THE JUNCTION OF THE
 NR0143'ALCOVA ROAD, 228 FEET SOUTHWEST OF A WOODEN BRIDGE OVER A DRY GULCH,
 NR0143'AT THE JUNCTION OF A ROAD LEADING SOUTH TO A RANCH HOUSE, 64 FEET
 NR0143'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET NORTHEAST OF THE
 NR0143'CENTER LINE OF THE ROAD, AND 3.3 FEET NORTHWEST OF A WIRE FENCE.  A
 NR0143'STANDARD DISK, STAMPED X 31 1933 AND SET IN THE TOP OF A CONCRETE POST
 NR0143'PROJECTING 6 INCHES ABOVE GROUND.
 NR0143
 NR0143                          STATION RECOVERY (1982)
 NR0143
 NR0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0188 ***********************************************************************
 OX0188  DESIGNATION -  X 311
 OX0188  PID         -  OX0188
 OX0188  STATE/COUNTY-  WY/TETON
 OX0188  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 OX0188
 OX0188                         *CURRENT SURVEY CONTROL
 OX0188  ___________________________________________________________________
 OX0188* NAD 83(1986)-  43 36 22.     (N)    110 41 45.     (W)     SCALED    
 OX0188* NAVD 88     -      1991.535  (meters)    6533.89   (feet)  ADJUSTED  
 OX0188  ___________________________________________________________________
 OX0188  GEOID HEIGHT-          -9.34  (meters)                     GEOID03
 OX0188  DYNAMIC HT  -        1990.215 (meters)    6529.56  (feet)  COMP
 OX0188  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 OX0188
 OX0188  VERT ORDER  -  SECOND    CLASS 0
 OX0188
 OX0188.The horizontal coordinates were scaled from a topographic map and have
 OX0188.an estimated accuracy of +/- 6 seconds.
 OX0188
 OX0188.The orthometric height was determined by differential leveling
 OX0188.and adjusted by the National Geodetic Survey in June 1991..
 OX0188
 OX0188.The geoid height was determined by GEOID03.
 OX0188
 OX0188.The dynamic height is computed by dividing the NAVD 88
 OX0188.geopotential number by the normal gravity value computed on the
 OX0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0188.degrees latitude (g = 980.6199 gals.).
 OX0188
 OX0188.The modeled gravity was interpolated from observed gravity values.
 OX0188
 OX0188;                    North         East    Units  Estimated Accuracy
 OX0188;SPC WY W     -   445,170.      750,550.      MT  (+/- 180 meters Scaled)
 OX0188
 OX0188                          SUPERSEDED SURVEY CONTROL
 OX0188
 OX0188  NGVD 29 (??/??/92) 1990.240  (m)         6529.65   (f) ADJ UNCH    2 0
 OX0188
 OX0188.Superseded values are not recommended for survey control.
 OX0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0188.See file dsdata.txt to determine how the superseded data were derived.
 OX0188
 OX0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP245281(NAD 83)
 OX0188_MARKER: DB = BENCH MARK DISK
 OX0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0188_STAMPING: X 311 1946
 OX0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0188+STABILITY: SURFACE MOTION
 OX0188
 OX0188  HISTORY     - Date     Condition        Report By
 OX0188  HISTORY     - 1946     MONUMENTED       CGS
 OX0188  HISTORY     - 1968     GOOD             NGS
 OX0188
 OX0188                          STATION DESCRIPTION
 OX0188
 OX0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0188'9.5 MI NE FROM JACKSON.
 OX0188'TO REACH FROM POST OFFICE AT JACKSON FOLLOW U.S. HIGHWAY 187 NORTH
 OX0188'ABOUT 6.6 MILES TO TRACK ROAD LEADING EAST THROUGH WOODEN GATE, FOLLOW
 OX0188'TRACK ROAD EAST 0.25 MILES TO FORKS, TAKE NORTH FORK AND GO 2.65 MILES
 OX0188'NORTHEAST ALONG TELEPHONE LINE, MARK IS SET IN CONCRETE POST 4 FEET
 OX0188'SOUTHEAST OF TELEPHONE POLE NO. 71, 45 FEET NORTHWEST OF CENTER LINE
 OX0188'OF ROAD.  STANDARD BRONZE DISK SET IN CONCRETE POST.
 OX0188
 OX0188                          STATION RECOVERY (1968)
 OX0188
 OX0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OX0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0031 ***********************************************************************
 OX0031  DESIGNATION -  X 312
 OX0031  PID         -  OX0031
 OX0031  STATE/COUNTY-  WY/TETON
 OX0031  USGS QUAD   -  UPPER SLIDE LAKE (1996)
 OX0031
 OX0031                         *CURRENT SURVEY CONTROL
 OX0031  ___________________________________________________________________
 OX0031* NAD 83(1986)-  43 33 57.     (N)    110 18 12.     (W)     SCALED    
 OX0031* NAVD 88     -      2256.932  (meters)    7404.62   (feet)  ADJUSTED  
 OX0031  ___________________________________________________________________
 OX0031  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 OX0031  DYNAMIC HT  -        2255.281 (meters)    7399.20  (feet)  COMP
 OX0031  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 OX0031
 OX0031  VERT ORDER  -  SECOND    CLASS 0
 OX0031
 OX0031.The horizontal coordinates were scaled from a topographic map and have
 OX0031.an estimated accuracy of +/- 6 seconds.
 OX0031
 OX0031.The orthometric height was determined by differential leveling
 OX0031.and adjusted by the National Geodetic Survey in June 1991..
 OX0031
 OX0031.The geoid height was determined by GEOID03.
 OX0031
 OX0031.The dynamic height is computed by dividing the NAVD 88
 OX0031.geopotential number by the normal gravity value computed on the
 OX0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0031.degrees latitude (g = 980.6199 gals.).
 OX0031
 OX0031.The modeled gravity was interpolated from observed gravity values.
 OX0031
 OX0031;                    North         East    Units  Estimated Accuracy
 OX0031;SPC WY W     -   440,540.      782,230.      MT  (+/- 180 meters Scaled)
 OX0031
 OX0031                          SUPERSEDED SURVEY CONTROL
 OX0031
 OX0031  NGVD 29 (??/??/92) 2255.502  (m)         7399.93   (f) ADJ UNCH    2 0
 OX0031
 OX0031.Superseded values are not recommended for survey control.
 OX0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0031.See file dsdata.txt to determine how the superseded data were derived.
 OX0031
 OX0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP562238(NAD 83)
 OX0031_MARKER: DB = BENCH MARK DISK
 OX0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0031_STAMPING: X 312 1946
 OX0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0031+STABILITY: SURFACE MOTION
 OX0031
 OX0031  HISTORY     - Date     Condition        Report By
 OX0031  HISTORY     - 1946     MONUMENTED       CGS
 OX0031  HISTORY     - 1965     GOOD             USGS
 OX0031
 OX0031                          STATION DESCRIPTION
 OX0031
 OX0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0031'21.15 MI E FROM KELLY.
 OX0031'ALONG GROS VENTRE RIVER ROAD, ABOUT 21.15 MILES EAST OF KELLY POST
 OX0031'OFFICE (BY ROAD), IN CENTER OF TRIANGLE FORMED BY JUNCTION OF MAIN
 OX0031'ROAD WITH ROAD LEADING SOUTHEAST TO GOOSEWING RANGER STATION, SET IN
 OX0031'CONCRETE POST 35 FEET SOUTH OF CENTER LINE OF ROAD, 12 FEET SOUTHEAST
 OX0031'OF GOOSEWING RANGER STATION SIGN POST.  A STANDARD DISK, STAMPED X 312
 OX0031'1946 AND SET IN TOP OF A CONCRETE POST.
 OX0031
 OX0031                          STATION RECOVERY (1965)
 OX0031
 OX0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0616 ***********************************************************************
 OX0616  DESIGNATION -  X 313
 OX0616  PID         -  OX0616
 OX0616  STATE/COUNTY-  WY/LINCOLN
 OX0616  USGS QUAD   -  DEER CREEK (1979)
 OX0616
 OX0616                         *CURRENT SURVEY CONTROL
 OX0616  ___________________________________________________________________
 OX0616* NAD 83(1986)-  43 00 14.     (N)    110 47 58.     (W)     SCALED    
 OX0616* NAVD 88     -      1927.928  (meters)    6325.21   (feet)  ADJUSTED  
 OX0616  ___________________________________________________________________
 OX0616  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 OX0616  DYNAMIC HT  -        1926.551 (meters)    6320.69  (feet)  COMP
 OX0616  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 OX0616
 OX0616  VERT ORDER  -  SECOND    CLASS 0
 OX0616
 OX0616.The horizontal coordinates were scaled from a topographic map and have
 OX0616.an estimated accuracy of +/- 6 seconds.
 OX0616
 OX0616.The orthometric height was determined by differential leveling
 OX0616.and adjusted by the National Geodetic Survey in June 1991..
 OX0616
 OX0616.The geoid height was determined by GEOID03.
 OX0616
 OX0616.The dynamic height is computed by dividing the NAVD 88
 OX0616.geopotential number by the normal gravity value computed on the
 OX0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0616.degrees latitude (g = 980.6199 gals.).
 OX0616
 OX0616.The modeled gravity was interpolated from observed gravity values.
 OX0616
 OX0616;                    North         East    Units  Estimated Accuracy
 OX0616;SPC WY W     -   378,340.      741,620.      MT  (+/- 180 meters Scaled)
 OX0616
 OX0616                          SUPERSEDED SURVEY CONTROL
 OX0616
 OX0616  NGVD 29 (??/??/92) 1926.62   (m)         6320.9    (f) COMPUTED    2 0
 OX0616
 OX0616.Superseded values are not recommended for survey control.
 OX0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0616.See file dsdata.txt to determine how the superseded data were derived.
 OX0616
 OX0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN163612(NAD 83)
 OX0616_MARKER: DB = BENCH MARK DISK
 OX0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0616_STAMPING: X 313 1946
 OX0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0616+STABILITY: SURFACE MOTION
 OX0616
 OX0616  HISTORY     - Date     Condition        Report By
 OX0616  HISTORY     - 1946     MONUMENTED       CGS
 OX0616  HISTORY     - 1970     GOOD             NGS
 OX0616
 OX0616                          STATION DESCRIPTION
 OX0616
 OX0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0616'22.3 MI SE FROM ALPINE.
 OX0616'1.6 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT ALPINE,
 OX0616'THENCE ABOUT 20.7 MILES SOUTHEAST ALONG GREYS RIVER ROAD, AT THE NORTH
 OX0616'END OF A LONG FLAT, ABOUT 66 FEET SOUTH OF A CORRUGATED METAL PIPE
 OX0616'CULVERT, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 36 FEET
 OX0616'EAST OF A DRAINAGE DITCH, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 OX0616'TOP OF A CONCRETE POST.  NOTE-- THE MARK IS 150 FEET WEST OF PRESENT
 OX0616'ROAD.
 OX0616
 OX0616                          STATION RECOVERY (1970)
 OX0616
 OX0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 OX0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0100 ***********************************************************************
 NT0100  DESIGNATION -  X 314
 NT0100  PID         -  NT0100
 NT0100  STATE/COUNTY-  WY/LINCOLN
 NT0100  USGS QUAD   -  BOX CANYON CREEK (1980)
 NT0100
 NT0100                         *CURRENT SURVEY CONTROL
 NT0100  ___________________________________________________________________
 NT0100* NAD 83(1986)-  42 40 41.     (N)    110 40 00.     (W)     SCALED    
 NT0100* NAVD 88     -      2298.356  (meters)    7540.52   (feet)  ADJUSTED  
 NT0100  ___________________________________________________________________
 NT0100  GEOID HEIGHT-         -10.50  (meters)                     GEOID03
 NT0100  DYNAMIC HT  -        2296.493 (meters)    7534.41  (feet)  COMP
 NT0100  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 NT0100
 NT0100  VERT ORDER  -  SECOND    CLASS 0
 NT0100
 NT0100.The horizontal coordinates were scaled from a topographic map and have
 NT0100.an estimated accuracy of +/- 6 seconds.
 NT0100
 NT0100.The orthometric height was determined by differential leveling
 NT0100.and adjusted by the National Geodetic Survey in June 1991..
 NT0100
 NT0100.The geoid height was determined by GEOID03.
 NT0100
 NT0100.The dynamic height is computed by dividing the NAVD 88
 NT0100.geopotential number by the normal gravity value computed on the
 NT0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0100.degrees latitude (g = 980.6199 gals.).
 NT0100
 NT0100.The modeled gravity was interpolated from observed gravity values.
 NT0100
 NT0100;                    North         East    Units  Estimated Accuracy
 NT0100;SPC WY W     -   342,060.      752,190.      MT  (+/- 180 meters Scaled)
 NT0100
 NT0100                          SUPERSEDED SURVEY CONTROL
 NT0100
 NT0100  NGVD 29 (??/??/92) 2296.916  (m)         7535.80   (f) ADJ UNCH    2 0
 NT0100
 NT0100.Superseded values are not recommended for survey control.
 NT0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0100.See file dsdata.txt to determine how the superseded data were derived.
 NT0100
 NT0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN273251(NAD 83)
 NT0100_MARKER: DB = BENCH MARK DISK
 NT0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0100_STAMPING: X 314 1946
 NT0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0100+STABILITY: SURFACE MOTION
 NT0100
 NT0100  HISTORY     - Date     Condition        Report By
 NT0100  HISTORY     - 1946     MONUMENTED       CGS
 NT0100  HISTORY     - 1972     GOOD             NGS
 NT0100
 NT0100                          STATION DESCRIPTION
 NT0100
 NT0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0100'42.3 MI E FROM SMOOT.
 NT0100'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0100'THENCE ABOUT 35.3 MILES EASTERLY AND NORTHEASTERLY ALONG GREYS RIVER
 NT0100'ROAD, ABOUT 250 FEET WEST OF THE CENTER LINE OF THE ROAD, 210 FEET
 NT0100'NORTHEAST OF THE NORTH CORNER OF CORRAL CREEK RANGER STATION, 33 FEET
 NT0100'NORTH OF THE JUNCTION OF 2 ROADS LEAD-OUT FROM CORRAL CREEK RANGER
 NT0100'STATION, 24 FEET NORTH OF A POLE GATE OVER A ROAD LEADING WEST, 4 FEET
 NT0100'EAST OF A LOG FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 NT0100
 NT0100                          STATION RECOVERY (1972)
 NT0100
 NT0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NT0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0125 ***********************************************************************
 NT0125  DESIGNATION -  X 315
 NT0125  PID         -  NT0125
 NT0125  STATE/COUNTY-  WY/LINCOLN
 NT0125  USGS QUAD   -  MOUNT WAGNER (1980)
 NT0125
 NT0125                         *CURRENT SURVEY CONTROL
 NT0125  ___________________________________________________________________
 NT0125* NAD 83(1986)-  42 30 10.     (N)    110 47 07.     (W)     SCALED    
 NT0125* NAVD 88     -      2357.850  (meters)    7735.71   (feet)  ADJUSTED  
 NT0125  ___________________________________________________________________
 NT0125  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 NT0125  DYNAMIC HT  -        2355.911 (meters)    7729.35  (feet)  COMP
 NT0125  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 NT0125
 NT0125  VERT ORDER  -  SECOND    CLASS 0
 NT0125
 NT0125.The horizontal coordinates were scaled from a topographic map and have
 NT0125.an estimated accuracy of +/- 6 seconds.
 NT0125
 NT0125.The orthometric height was determined by differential leveling
 NT0125.and adjusted by the National Geodetic Survey in June 1991..
 NT0125
 NT0125.The geoid height was determined by GEOID03.
 NT0125
 NT0125.The dynamic height is computed by dividing the NAVD 88
 NT0125.geopotential number by the normal gravity value computed on the
 NT0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0125.degrees latitude (g = 980.6199 gals.).
 NT0125
 NT0125.The modeled gravity was interpolated from observed gravity values.
 NT0125
 NT0125;                    North         East    Units  Estimated Accuracy
 NT0125;SPC WY W     -   322,660.      742,310.      MT  (+/- 180 meters Scaled)
 NT0125
 NT0125                          SUPERSEDED SURVEY CONTROL
 NT0125
 NT0125  NGVD 29 (??/??/92) 2356.410  (m)         7730.99   (f) ADJ UNCH    2 0
 NT0125
 NT0125.Superseded values are not recommended for survey control.
 NT0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0125.See file dsdata.txt to determine how the superseded data were derived.
 NT0125
 NT0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN176056(NAD 83)
 NT0125_MARKER: DB = BENCH MARK DISK
 NT0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0125_STAMPING: X 315 1946
 NT0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0125+STABILITY: SURFACE MOTION
 NT0125
 NT0125  HISTORY     - Date     Condition        Report By
 NT0125  HISTORY     - 1946     MONUMENTED       CGS
 NT0125
 NT0125                          STATION DESCRIPTION
 NT0125
 NT0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0125'17.6 MI SE FROM SMOOT.
 NT0125'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0125'THENCE ABOUT 10.6 MILES EASTERLY ALONG GREYS RIVER ROAD, AT THE WEST
 NT0125'END OF A SMALL CAMPING GROUND, 62 FEET SOUTHEAST OF THE CENTER LINE OF
 NT0125'THE JUNCTION OF A CAMP GROUND ROAD WITH THE MAIN ROAD, 12 FEET
 NT0125'NORTHEAST OF THE CENTER LINE OF THE CAMP GROUND ROAD, 6 FEET NORTHEAST
 NT0125'OF A LARGE LONE PINE TREE WITH A TRIANGLE BLAZE FACING THE ROAD, ABOUT
 NT0125'10 FEET BELOW THE ROAD LEVEL, 3 FEET WEST OF A WITNESS POST, AND SET
 NT0125'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0472 ***********************************************************************
 MO0472  DESIGNATION -  X 316
 MO0472  PID         -  MO0472
 MO0472  STATE/COUNTY-  WY/ALBANY
 MO0472  USGS QUAD   -  DALE CREEK (1987)
 MO0472
 MO0472                         *CURRENT SURVEY CONTROL
 MO0472  ___________________________________________________________________
 MO0472* NAD 83(1986)-  41 06 34.     (N)    105 22 32.     (W)     SCALED    
 MO0472* NAVD 88     -      2484.286  (meters)    8150.53   (feet)  ADJUSTED  
 MO0472  ___________________________________________________________________
 MO0472  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 MO0472  DYNAMIC HT  -        2481.990 (meters)    8143.00  (feet)  COMP
 MO0472  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 MO0472
 MO0472  VERT ORDER  -  FIRST     CLASS II
 MO0472
 MO0472.The horizontal coordinates were scaled from a topographic map and have
 MO0472.an estimated accuracy of +/- 6 seconds.
 MO0472
 MO0472.The orthometric height was determined by differential leveling
 MO0472.and adjusted by the National Geodetic Survey in June 1991..
 MO0472
 MO0472.The geoid height was determined by GEOID03.
 MO0472
 MO0472.The dynamic height is computed by dividing the NAVD 88
 MO0472.geopotential number by the normal gravity value computed on the
 MO0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0472.degrees latitude (g = 980.6199 gals.).
 MO0472
 MO0472.The modeled gravity was interpolated from observed gravity values.
 MO0472
 MO0472;                    North         East    Units  Estimated Accuracy
 MO0472;SPC WY E     -    67,700.      182,460.      MT  (+/- 180 meters Scaled)
 MO0472
 MO0472                          SUPERSEDED SURVEY CONTROL
 MO0472
 MO0472  NGVD 29 (??/??/92) 2483.120  (m)         8146.70   (f) ADJ UNCH    1 2
 MO0472
 MO0472.Superseded values are not recommended for survey control.
 MO0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0472.See file dsdata.txt to determine how the superseded data were derived.
 MO0472
 MO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF684509(NAD 83)
 MO0472_MARKER: DB = BENCH MARK DISK
 MO0472_SETTING: 66 = SET IN ROCK OUTCROP
 MO0472_SP_SET: GRANITE OUTCROP
 MO0472_STAMPING: X 316 1947
 MO0472_MARK LOGO: CGS   
 MO0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0472+STABILITY: POSITION/ELEVATION WELL
 MO0472
 MO0472  HISTORY     - Date     Condition        Report By
 MO0472  HISTORY     - 1947     MONUMENTED       CGS
 MO0472  HISTORY     - 1956     GOOD             NGS
 MO0472  HISTORY     - 1983     GOOD             NGS
 MO0472  HISTORY     - 1985     GOOD             DMA
 MO0472  HISTORY     - 1985     GOOD             DMA
 MO0472
 MO0472                          STATION DESCRIPTION
 MO0472
 MO0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0472'1.6 MI NW FROM SHERMAN.
 MO0472'1.6 MILES NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0472'RAILROAD STATION SIGN AT SHERMAN, 732 FEET SOUTHEAST OF A FENCE
 MO0472'CORNER, 152.3 FEET SOUTH OF A FENCE, 62 FEET SOUTH OF THE CENTER
 MO0472'LINE OF A GRAVELED ROAD, 12 FEET ABOVE THE LEVEL OF THE ROAD,
 MO0472'SET IN THE TOP OF A GRANITE OUTCROP, IN SECTION 8, TOWNSHIP 13
 MO0472'NORTH, RANGE 71 WEST.
 MO0472
 MO0472                          STATION RECOVERY (1983)
 MO0472
 MO0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0472'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  40.7 KM
 MO0472'(25.3 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0472'STATION IN LARAMIE, THENCE 2.6 KM (1.6 MI) NORTHWEST ALONG A DIRT
 MO0472'ROAD.  ADD 0.3 METER (1.0 FT) NORTHEAST OF A WITNESS POST.  NOTE--NOT
 MO0472'LEVELED TO DURING THIS SURVEY.
 MO0472
 MO0472                          STATION RECOVERY (1985)
 MO0472
 MO0472'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0472'RECOVERED IN GOOD CONDITION.
 MO0472
 MO0472                          STATION RECOVERY (1985)
 MO0472
 MO0472'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0623 ***********************************************************************
 MO0623  DESIGNATION -  X 317
 MO0623  PID         -  MO0623
 MO0623  STATE/COUNTY-  WY/ALBANY
 MO0623  USGS QUAD   -  LARAMIE SW (1978)
 MO0623
 MO0623                         *CURRENT SURVEY CONTROL
 MO0623  ___________________________________________________________________
 MO0623* NAD 83(1986)-  41 19 14.     (N)    105 40 10.     (W)     SCALED    
 MO0623* NAVD 88     -      2216.652  (meters)    7272.47   (feet)  ADJUSTED  
 MO0623  ___________________________________________________________________
 MO0623  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 MO0623  DYNAMIC HT  -        2214.721 (meters)    7266.13  (feet)  COMP
 MO0623  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 MO0623
 MO0623  VERT ORDER  -  FIRST     CLASS II
 MO0623
 MO0623.This mark is at Laramie Regional Airport (LAR)
 MO0623
 MO0623.The horizontal coordinates were scaled from a topographic map and have
 MO0623.an estimated accuracy of +/- 6 seconds.
 MO0623
 MO0623.The orthometric height was determined by differential leveling
 MO0623.and adjusted by the National Geodetic Survey in June 1991..
 MO0623
 MO0623.The geoid height was determined by GEOID03.
 MO0623
 MO0623.The dynamic height is computed by dividing the NAVD 88
 MO0623.geopotential number by the normal gravity value computed on the
 MO0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0623.degrees latitude (g = 980.6199 gals.).
 MO0623
 MO0623.The modeled gravity was interpolated from observed gravity values.
 MO0623
 MO0623;                    North         East    Units  Estimated Accuracy
 MO0623;SPC WY E     -    91,240.      157,910.      MT  (+/- 180 meters Scaled)
 MO0623
 MO0623                          SUPERSEDED SURVEY CONTROL
 MO0623
 MO0623  NGVD 29 (??/??/92) 2215.592  (m)         7268.99   (f) ADJ UNCH    1 2
 MO0623
 MO0623.Superseded values are not recommended for survey control.
 MO0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0623.See file dsdata.txt to determine how the superseded data were derived.
 MO0623
 MO0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF439745(NAD 83)
 MO0623_MARKER: DB = BENCH MARK DISK
 MO0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0623_SP_SET: BUILDING
 MO0623_STAMPING: X 317 1947
 MO0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0623
 MO0623  HISTORY     - Date     Condition        Report By
 MO0623  HISTORY     - 1947     MONUMENTED       CGS
 MO0623  HISTORY     - 1956     GOOD             NGS
 MO0623  HISTORY     - 1962     GOOD             NGS
 MO0623  HISTORY     - 1979     MARK NOT FOUND   NGS
 MO0623  HISTORY     - 19920830 GOOD             USPSQD
 MO0623
 MO0623                          STATION DESCRIPTION
 MO0623
 MO0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0623'4.8 MI W FROM LARAMIE.
 MO0623'4.8 MILES WEST ALONG STATE HIGHWAY 130 FROM THE POST OFFICE AT
 MO0623'LARAMIE, 0.7 FOOT WEST OF THE NORTHEAST CORNER OF THE
 MO0623'ADMINISTRATION BUILDING AT THE GENERAL BREES AIRPORT, 3.3 FEET
 MO0623'ABOVE THE GROUND, SET VERTICALLY IN THE NORTH WALL OF THE
 MO0623'BUILDING, IN THE NORTHWEST 1/4 OF SECTION 32, TOWNSHIP 16 NORTH,
 MO0623'RANGE 74 WEST.  NOTE-- THE ABOVE MENTIONED ADMINISTRATION
 MO0623'BUILDING IS NOW THE LARAMIE AVIATION, INC., BUILDING.
 MO0623
 MO0623                          STATION RECOVERY (1962)
 MO0623
 MO0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 MO0623'RECOVERED IN GOOD CONDITION.
 MO0623
 MO0623                          STATION RECOVERY (1979)
 MO0623
 MO0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MO0623'MARK NOT FOUND.
 MO0623
 MO0623                          STATION RECOVERY (1992)
 MO0623
 MO0623'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0245 ***********************************************************************
 MP0245  DESIGNATION -  X 318
 MP0245  PID         -  MP0245
 MP0245  STATE/COUNTY-  WY/CARBON
 MP0245  USGS QUAD   -  RAWLINS (1981)
 MP0245
 MP0245                         *CURRENT SURVEY CONTROL
 MP0245  ___________________________________________________________________
 MP0245* NAD 83(1986)-  41 47 19.     (N)    107 12 25.     (W)     SCALED    
 MP0245* NAVD 88     -      2044.944  (meters)    6709.12   (feet)  ADJUSTED  
 MP0245  ___________________________________________________________________
 MP0245  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 MP0245  DYNAMIC HT  -        2043.220 (meters)    6703.46  (feet)  COMP
 MP0245  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 MP0245
 MP0245  VERT ORDER  -  FIRST     CLASS II
 MP0245
 MP0245.The horizontal coordinates were scaled from a topographic map and have
 MP0245.an estimated accuracy of +/- 6 seconds.
 MP0245
 MP0245.The orthometric height was determined by differential leveling
 MP0245.and adjusted by the National Geodetic Survey in June 1991..
 MP0245
 MP0245.The geoid height was determined by GEOID03.
 MP0245
 MP0245.The dynamic height is computed by dividing the NAVD 88
 MP0245.geopotential number by the normal gravity value computed on the
 MP0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0245.degrees latitude (g = 980.6199 gals.).
 MP0245
 MP0245.The modeled gravity was interpolated from observed gravity values.
 MP0245
 MP0245;                    North         East    Units  Estimated Accuracy
 MP0245;SPC WYEC     -   243,110.      410,510.      MT  (+/- 180 meters Scaled)
 MP0245
 MP0245                          SUPERSEDED SURVEY CONTROL
 MP0245
 MP0245  NGVD 29 (??/??/92) 2043.804  (m)         6705.38   (f) ADJ UNCH    1 2
 MP0245
 MP0245.Superseded values are not recommended for survey control.
 MP0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0245.See file dsdata.txt to determine how the superseded data were derived.
 MP0245
 MP0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG166286(NAD 83)
 MP0245_MARKER: DB = BENCH MARK DISK
 MP0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0245_STAMPING: X 318 1947
 MP0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0245+STABILITY: SURFACE MOTION
 MP0245
 MP0245  HISTORY     - Date     Condition        Report By
 MP0245  HISTORY     - 1947     MONUMENTED       CGS
 MP0245  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0245
 MP0245                          STATION DESCRIPTION
 MP0245
 MP0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0245'1.7 MI E FROM RAWLINS.
 MP0245'1.7 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0245'RAWLINS, 295.3 FEET NORTHWEST OF RAILWAY SIGNAL 6811, 266.0 FEET
 MP0245'NORTHEAST OF THE NORTHEAST CORNER OF A RAILWAY SWITCHMANS SHACK AND
 MP0245'ACROSS THE TRACK FROM IT, 198.0 FEET SOUTH OF THE CENTER LINE OF U.S.
 MP0245'HIGHWAY 30, 54.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK AND 3
 MP0245'FEET LOWER, 5.7 FEET EAST OF A TELEGRAPH POLE AND IN LINE WITH THE ROW
 MP0245'OF POLES, 4.0 FEET WEST OF A REFERENCE POST, SET IN THE TOP OF A
 MP0245'CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
 MP0245
 MP0245                          STATION RECOVERY (1983)
 MP0245
 MP0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0194 ***********************************************************************
 MP0194  DESIGNATION -  X 319
 MP0194  PID         -  MP0194
 MP0194  STATE/COUNTY-  WY/CARBON
 MP0194  USGS QUAD   -  WALCOTT (1982)
 MP0194
 MP0194                         *CURRENT SURVEY CONTROL
 MP0194  ___________________________________________________________________
 MP0194* NAD 83(1986)-  41 48 18.     (N)    106 48 29.     (W)     SCALED    
 MP0194* NAVD 88     -      2047.078  (meters)    6716.12   (feet)  ADJUSTED  
 MP0194  ___________________________________________________________________
 MP0194  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 MP0194  DYNAMIC HT  -        2045.278 (meters)    6710.22  (feet)  COMP
 MP0194  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 MP0194
 MP0194  VERT ORDER  -  FIRST     CLASS II
 MP0194
 MP0194.The horizontal coordinates were scaled from a topographic map and have
 MP0194.an estimated accuracy of +/- 6 seconds.
 MP0194
 MP0194.The orthometric height was determined by differential leveling
 MP0194.and adjusted by the National Geodetic Survey in June 1991..
 MP0194
 MP0194.The geoid height was determined by GEOID03.
 MP0194
 MP0194.The dynamic height is computed by dividing the NAVD 88
 MP0194.geopotential number by the normal gravity value computed on the
 MP0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0194.degrees latitude (g = 980.6199 gals.).
 MP0194
 MP0194.The modeled gravity was interpolated from observed gravity values.
 MP0194
 MP0194;                    North         East    Units  Estimated Accuracy
 MP0194;SPC WYEC     -   245,050.      443,650.      MT  (+/- 180 meters Scaled)
 MP0194
 MP0194                          SUPERSEDED SURVEY CONTROL
 MP0194
 MP0194  NGVD 29 (??/??/92) 2045.848  (m)         6712.09   (f) ADJ UNCH    1 2
 MP0194
 MP0194.Superseded values are not recommended for survey control.
 MP0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0194.See file dsdata.txt to determine how the superseded data were derived.
 MP0194
 MP0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG498297(NAD 83)
 MP0194_MARKER: DB = BENCH MARK DISK
 MP0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0194_STAMPING: X 319 1947
 MP0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0194+STABILITY: SURFACE MOTION
 MP0194
 MP0194  HISTORY     - Date     Condition        Report By
 MP0194  HISTORY     - 1947     MONUMENTED       CGS
 MP0194  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0194
 MP0194                          STATION DESCRIPTION
 MP0194
 MP0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0194'4.3 MI E FROM WALCOTT.
 MP0194'4.3 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0194'WALCOTT, APPROXIMATELY 158 YARDS NORTH OF THE NORTH END OF THE MOST
 MP0194'NORTHERLY CUT OF SEVERAL LARGE RAILWAY CUTS, APPROXIMATELY 93 YARDS
 MP0194'NORTH OF THE SOUTHWEST END OF THE SIDING AT EDSON, 69.0 FEET WEST OF
 MP0194'THE WEST RAIL OF THE WEST TRACK AND 6.0 FEET LOWER, 26.1 FEET
 MP0194'NORTHEAST OF A FENCE CORNER, 3.0 FEET NORTH OF A REFERENCE POST, 1.0
 MP0194'FOOT SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND
 MP0194'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 MP0194
 MP0194                          STATION RECOVERY (1983)
 MP0194
 MP0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0194'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0016 ***********************************************************************
 OV0016  DESIGNATION -  X 32
 OV0016  PID         -  OV0016
 OV0016  STATE/COUNTY-  WY/NATRONA
 OV0016  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0016
 OV0016                         *CURRENT SURVEY CONTROL
 OV0016  ___________________________________________________________________
 OV0016* NAD 83(1986)-  43 07 11.     (N)    106 20 52.     (W)     SCALED    
 OV0016* NAVD 88     -      1723.941  (meters)    5655.96   (feet)  ADJUSTED  
 OV0016  ___________________________________________________________________
 OV0016  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 OV0016  DYNAMIC HT  -        1722.862 (meters)    5652.42  (feet)  COMP
 OV0016  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 OV0016
 OV0016  VERT ORDER  -  FIRST     CLASS II
 OV0016
 OV0016.The horizontal coordinates were scaled from a topographic map and have
 OV0016.an estimated accuracy of +/- 6 seconds.
 OV0016
 OV0016.The orthometric height was determined by differential leveling
 OV0016.and adjusted by the National Geodetic Survey in June 1991..
 OV0016
 OV0016.The geoid height was determined by GEOID03.
 OV0016
 OV0016.The dynamic height is computed by dividing the NAVD 88
 OV0016.geopotential number by the normal gravity value computed on the
 OV0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0016.degrees latitude (g = 980.6199 gals.).
 OV0016
 OV0016.The modeled gravity was interpolated from observed gravity values.
 OV0016
 OV0016;                    North         East    Units  Estimated Accuracy
 OV0016;SPC WYEC     -   391,430.      480,200.      MT  (+/- 180 meters Scaled)
 OV0016
 OV0016                          SUPERSEDED SURVEY CONTROL
 OV0016
 OV0016  NGVD 29 (??/??/92) 1723.026  (m)         5652.96   (f) ADJ UNCH    1 2
 OV0016
 OV0016.Superseded values are not recommended for survey control.
 OV0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0016.See file dsdata.txt to determine how the superseded data were derived.
 OV0016
 OV0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH903749(NAD 83)
 OV0016_MARKER: DB = BENCH MARK DISK
 OV0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0016_SP_SET: CONCRETE POST
 OV0016_STAMPING: X 32 1933
 OV0016_MARK LOGO: CGS   
 OV0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0016+STABILITY: SURFACE MOTION
 OV0016
 OV0016  HISTORY     - Date     Condition        Report By
 OV0016  HISTORY     - 1933     MONUMENTED       CGS
 OV0016  HISTORY     - 1968     GOOD             USGS
 OV0016  HISTORY     - 1985     GOOD             NGS
 OV0016
 OV0016                          STATION DESCRIPTION
 OV0016
 OV0016'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 OV0016'18.8 MI N FROM CASPER.
 OV0016'FROM THE JUNCTION OF INTERSTATE 25 AND CENTER ST. IN CASPER, PROCEED
 OV0016'NORTH ON INTERSTATE 25 AND U.S. 87 FOR 10.8 MILES TO A PLACE WHERE THE
 OV0016'OLD U.S. 87 CROSSES THE NEW U.S. 87 IN A NW/SE DIRECTION, THENCE LEFT
 OV0016'THRU WIRE GATE, NW, ALONG OLD HIGHWAY 8.0 MILES TO A T-ROAD WEST AND
 OV0016'BM 77 FT. WEST OF OLD HIGHWAY AND 29 FT. NORTH OF ROAD WEST.  A
 OV0016'STANDARD DISK SET IN A CONCRETE POST.
 OV0016
 OV0016                          STATION RECOVERY (1985)
 OV0016
 OV0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OV0016'RECOVERED IN GOOD CONDITION.  EXCEPT THE HIGHWAY DESCRIBED IS NOW
 OV0016'ABANDONED AND SERVING AS A RANCH ACCESS ROAD. NOT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0456 ***********************************************************************
 MO0456  DESIGNATION -  X 320
 MO0456  PID         -  MO0456
 MO0456  STATE/COUNTY-  WY/LARAMIE
 MO0456  USGS QUAD   -  GRANITE (1978)
 MO0456
 MO0456                         *CURRENT SURVEY CONTROL
 MO0456  ___________________________________________________________________
 MO0456* NAD 83(1986)-  41 05 48.     (N)    105 12 57.     (W)     SCALED    
 MO0456* NAVD 88     -      2298.994  (meters)    7542.62   (feet)  POSTED    
 MO0456  ___________________________________________________________________
 MO0456  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 MO0456  DYNAMIC HT  -        2296.910 (meters)    7535.78  (feet)  COMP
 MO0456  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 MO0456
 MO0456  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 MO0456
 MO0456.The horizontal coordinates were scaled from a topographic map and have
 MO0456.an estimated accuracy of +/- 6 seconds.
 MO0456
 MO0456.The orthometric height was determined by differential leveling
 MO0456.and adjusted by the National Geodetic Survey in 1992..
 MO0456.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 MO0456.rate of 3.1 thru 4.0 mm/km.
 MO0456
 MO0456.The geoid height was determined by GEOID03.
 MO0456
 MO0456.The dynamic height is computed by dividing the NAVD 88
 MO0456.geopotential number by the normal gravity value computed on the
 MO0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0456.degrees latitude (g = 980.6199 gals.).
 MO0456
 MO0456.The modeled gravity was interpolated from observed gravity values.
 MO0456
 MO0456;                    North         East    Units  Estimated Accuracy
 MO0456;SPC WY E     -    66,260.      195,870.      MT  (+/- 180 meters Scaled)
 MO0456
 MO0456                          SUPERSEDED SURVEY CONTROL
 MO0456
 MO0456  NGVD 29 (??/??/92) 2297.885  (m)         7538.98   (f) ADJ UNCH    1 2
 MO0456
 MO0456.Superseded values are not recommended for survey control.
 MO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0456.See file dsdata.txt to determine how the superseded data were derived.
 MO0456
 MO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF818495(NAD 83)
 MO0456_MARKER: DB = BENCH MARK DISK
 MO0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0456_SP_SET: CONCRETE SLAB ROOF
 MO0456_STAMPING: X 320 1947
 MO0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0456
 MO0456  HISTORY     - Date     Condition        Report By
 MO0456  HISTORY     - 1947     MONUMENTED       CGS
 MO0456  HISTORY     - 1956     GOOD             NGS
 MO0456  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0456
 MO0456                          STATION DESCRIPTION
 MO0456
 MO0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0456'3.2 MI W FROM GRANITE CANON.
 MO0456'3.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0456'STATION AT GRANITE CANON, 90 FEET NORTHWEST OF THE CENTER OF A
 MO0456'ROAD CROSSING, 41.5 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MO0456'TRACK, 2 FEET BELOW THE TOP OF THE RAILS, FLUSH WITH THE
 MO0456'GROUND, AT THE OLD SITE OF OZONE, SET IN THE TOP OF THE
 MO0456'NORTHEAST CORNER OF THE CONCRETE SLAB ROOF OF AN UNDERGROUND
 MO0456'WATER RESERVOIR, IN SECTION 15, TOWNSHIP 13 NORTH, RANGE 70 WEST.
 MO0456
 MO0456                          STATION RECOVERY (1983)
 MO0456
 MO0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0001 ***********************************************************************
 MP0001  DESIGNATION -  X 321
 MP0001  PID         -  MP0001
 MP0001  STATE/COUNTY-  WY/ALBANY
 MP0001  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0001
 MP0001                         *CURRENT SURVEY CONTROL
 MP0001  ___________________________________________________________________
 MP0001* NAD 83(1986)-  41 49 23.     (N)    106 01 23.     (W)     SCALED    
 MP0001* NAVD 88     -      2093.849  (meters)    6869.57   (feet)  ADJUSTED  
 MP0001  ___________________________________________________________________
 MP0001  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 MP0001  DYNAMIC HT  -        2092.087 (meters)    6863.79  (feet)  COMP
 MP0001  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 MP0001
 MP0001  VERT ORDER  -  FIRST     CLASS II
 MP0001
 MP0001.The horizontal coordinates were scaled from a topographic map and have
 MP0001.an estimated accuracy of +/- 6 seconds.
 MP0001
 MP0001.The orthometric height was determined by differential leveling
 MP0001.and adjusted by the National Geodetic Survey in June 1991..
 MP0001
 MP0001.The geoid height was determined by GEOID03.
 MP0001
 MP0001.The dynamic height is computed by dividing the NAVD 88
 MP0001.geopotential number by the normal gravity value computed on the
 MP0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0001.degrees latitude (g = 980.6199 gals.).
 MP0001
 MP0001.The modeled gravity was interpolated from observed gravity values.
 MP0001
 MP0001;                    North         East    Units  Estimated Accuracy
 MP0001;SPC WY E     -   147,280.      128,860.      MT  (+/- 180 meters Scaled)
 MP0001
 MP0001                          SUPERSEDED SURVEY CONTROL
 MP0001
 MP0001  NGVD 29 (??/??/92) 2092.747  (m)         6865.95   (f) ADJ UNCH    1 2
 MP0001
 MP0001.Superseded values are not recommended for survey control.
 MP0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0001.See file dsdata.txt to determine how the superseded data were derived.
 MP0001
 MP0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG150306(NAD 83)
 MP0001_MARKER: DB = BENCH MARK DISK
 MP0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MP0001_SP_SET: CULVERT
 MP0001_STAMPING: X 321 1947
 MP0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0001
 MP0001  HISTORY     - Date     Condition        Report By
 MP0001  HISTORY     - 1947     MONUMENTED       CGS
 MP0001  HISTORY     - 1971     MARK NOT FOUND   USGS
 MP0001  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0001
 MP0001                          STATION DESCRIPTION
 MP0001
 MP0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0001'6.6 MI NW FROM ROCK RIVER.
 MP0001'6.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MP0001'TANK AT ROCK RIVER, 5 POLES WEST OF MILE POST NO. 612, 23.3 FEET NORTH
 MP0001'OF THE NORTH RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE TRACKS, SET
 MP0001'IN THE TOP OF AND 0.9 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE
 MP0001'HEADWALL OF A 6-FOOT CULVERT UNDER THE TRACKS, ABOUT 10 FEET BELOW THE
 MP0001'TRACKS.
 MP0001
 MP0001                          STATION RECOVERY (1971)
 MP0001
 MP0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0001'MARK NOT FOUND.
 MP0001
 MP0001                          STATION RECOVERY (1983)
 MP0001
 MP0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0001'THERE IS NO HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0026 ***********************************************************************
 MP0026  DESIGNATION -  X 322
 MP0026  PID         -  MP0026
 MP0026  STATE/COUNTY-  WY/CARBON
 MP0026  USGS QUAD   -  COMO EAST (1971)
 MP0026
 MP0026                         *CURRENT SURVEY CONTROL
 MP0026  ___________________________________________________________________
 MP0026* NAD 83(1986)-  41 54 31.     (N)    106 21 11.     (W)     SCALED    
 MP0026* NAVD 88     -      2049.208  (meters)    6723.11   (feet)  ADJUSTED  
 MP0026  ___________________________________________________________________
 MP0026  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 MP0026  DYNAMIC HT  -        2047.406 (meters)    6717.20  (feet)  COMP
 MP0026  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 MP0026
 MP0026  VERT ORDER  -  FIRST     CLASS II
 MP0026
 MP0026.The horizontal coordinates were scaled from a topographic map and have
 MP0026.an estimated accuracy of +/- 6 seconds.
 MP0026
 MP0026.The orthometric height was determined by differential leveling
 MP0026.and adjusted by the National Geodetic Survey in June 1991..
 MP0026
 MP0026.The geoid height was determined by GEOID03.
 MP0026
 MP0026.The dynamic height is computed by dividing the NAVD 88
 MP0026.geopotential number by the normal gravity value computed on the
 MP0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0026.degrees latitude (g = 980.6199 gals.).
 MP0026
 MP0026.The modeled gravity was interpolated from observed gravity values.
 MP0026
 MP0026;                    North         East    Units  Estimated Accuracy
 MP0026;SPC WYEC     -   256,890.      481,330.      MT  (+/- 180 meters Scaled)
 MP0026
 MP0026                          SUPERSEDED SURVEY CONTROL
 MP0026
 MP0026  NGVD 29 (??/??/92) 2047.994  (m)         6719.13   (f) ADJ UNCH    1 2
 MP0026
 MP0026.Superseded values are not recommended for survey control.
 MP0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0026.See file dsdata.txt to determine how the superseded data were derived.
 MP0026
 MP0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG877405(NAD 83)
 MP0026_MARKER: DB = BENCH MARK DISK
 MP0026_SETTING: 66 = SET IN ROCK OUTCROP
 MP0026_SP_SET: SANDSTONE OUTCROP
 MP0026_STAMPING: X 322 1947
 MP0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0026+STABILITY: POSITION/ELEVATION WELL
 MP0026
 MP0026  HISTORY     - Date     Condition        Report By
 MP0026  HISTORY     - 1947     MONUMENTED       CGS
 MP0026  HISTORY     - 1971     MARK NOT FOUND   USGS
 MP0026  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0026
 MP0026                          STATION DESCRIPTION
 MP0026
 MP0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0026'8.45 MI W FROM MEDICINE BOW.
 MP0026'8.45 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0026'MEDICINE BOW, 133.5 FEET WEST OF TELEPHONE POLE NO.E 6 AF WHICH IS THE
 MP0026'ELEVENTH TELEPHONE POLE WEST OF MILE POST NO.631, 114.6 FEET SOUTH OF
 MP0026'THE SOUTH RAIL OF THE WEST BOUND TRACK OF THE MAIN LINE TRACKS, 66.4
 MP0026'FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE, 22.0 FEET SOUTH SOUTHEAST
 MP0026'OF THE TWELFTH TELEPHONE POLE WEST OF MILE POST NO.631 WHICH IS ALSO
 MP0026'THE FIRST TELEPHONE POLE WEST OF POLE NO.E 6 AF, SET IN THE TOP OF AND
 MP0026'ABOUT MIDWAY OF A LONG NARROW SANDSTONE OUTCROP WHICH IS ON THE NORTH
 MP0026'SLOPE OF A HILL AND WHICH RUNS FROM THE SOUTHEAST TO THE NORTHWEST,
 MP0026'ABOUT 8 FEET ABOVE THE TRACKS.
 MP0026
 MP0026                          STATION RECOVERY (1971)
 MP0026
 MP0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0026'MARK NOT FOUND.
 MP0026
 MP0026                          STATION RECOVERY (1983)
 MP0026
 MP0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0187 ***********************************************************************
 MP0187  DESIGNATION -  X 323
 MP0187  PID         -  MP0187
 MP0187  STATE/COUNTY-  WY/CARBON
 MP0187  USGS QUAD   -  DANA (1982)
 MP0187
 MP0187                         *CURRENT SURVEY CONTROL
 MP0187  ___________________________________________________________________
 MP0187* NAD 83(1986)-  41 50 09.     (N)    106 43 09.     (W)     SCALED    
 MP0187* NAVD 88     -      2074.519  (meters)    6806.15   (feet)  ADJUSTED  
 MP0187  ___________________________________________________________________
 MP0187  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 MP0187  DYNAMIC HT  -        2072.661 (meters)    6800.06  (feet)  COMP
 MP0187  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 MP0187
 MP0187  VERT ORDER  -  FIRST     CLASS II
 MP0187
 MP0187.The horizontal coordinates were scaled from a topographic map and have
 MP0187.an estimated accuracy of +/- 6 seconds.
 MP0187
 MP0187.The orthometric height was determined by differential leveling
 MP0187.and adjusted by the National Geodetic Survey in June 1991..
 MP0187
 MP0187.The geoid height was determined by GEOID03.
 MP0187
 MP0187.The dynamic height is computed by dividing the NAVD 88
 MP0187.geopotential number by the normal gravity value computed on the
 MP0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0187.degrees latitude (g = 980.6199 gals.).
 MP0187
 MP0187.The modeled gravity was interpolated from observed gravity values.
 MP0187
 MP0187;                    North         East    Units  Estimated Accuracy
 MP0187;SPC WYEC     -   248,530.      451,010.      MT  (+/- 180 meters Scaled)
 MP0187
 MP0187                          SUPERSEDED SURVEY CONTROL
 MP0187
 MP0187  NGVD 29 (06/08/92) 2073.268  (m)         6802.05   (f) ADJUSTED    1 2
 MP0187
 MP0187.Superseded values are not recommended for survey control.
 MP0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0187.See file dsdata.txt to determine how the superseded data were derived.
 MP0187
 MP0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG572329(NAD 83)
 MP0187_MARKER: DB = BENCH MARK DISK
 MP0187_SETTING: 66 = SET IN ROCK OUTCROP
 MP0187_SP_SET: SANDSTONE OUTCROP
 MP0187_STAMPING: X 323 1947
 MP0187_MARK LOGO: CGS   
 MP0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0187+STABILITY: POSITION/ELEVATION WELL
 MP0187
 MP0187  HISTORY     - Date     Condition        Report By
 MP0187  HISTORY     - 1947     MONUMENTED       CGS
 MP0187  HISTORY     - 1971     MARK NOT FOUND   USGS
 MP0187  HISTORY     - 1983     GOOD             NGS
 MP0187
 MP0187                          STATION DESCRIPTION
 MP0187
 MP0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0187'9.1 MI W FROM HANNA.
 MP0187'9.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0187'HANNA, 0.65 MILE WEST OF THE TELEPHONE BOOTH AND TOOL HOUSE AT DANA
 MP0187'SIDING, 9 TELEPHONE POLES WEST OF MILE POST NO.652, 259.0 FEET SOUTH
 MP0187'OF THE SOUTH RAIL OF THE EAST BOUND TRACK OF THE MAIN LINE TRACKS, SET
 MP0187'IN THE TOP OF THE NORTH EDGE OF THE BASE OF AND 24.0 FEET EAST OF THE
 MP0187'WEST ABRUPT END OF A HUGE SANDSTONE OUTCROP, ABOUT 15 FEET ABOVE THE
 MP0187'TRACKS AND 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
 MP0187
 MP0187                          STATION RECOVERY (1971)
 MP0187
 MP0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 MP0187'MARK NOT FOUND.
 MP0187
 MP0187                          STATION RECOVERY (1983)
 MP0187
 MP0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0187'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.7 KM
 MP0187'(9.15 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MP0187'IN HANNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0177 ***********************************************************************
 OW0177  DESIGNATION -  X 326
 OW0177  PID         -  OW0177
 OW0177  STATE/COUNTY-  WY/WASHAKIE
 OW0177  USGS QUAD   -  NEIBER (1985)
 OW0177
 OW0177                         *CURRENT SURVEY CONTROL
 OW0177  ___________________________________________________________________
 OW0177* NAD 83(1986)-  43 55 52.     (N)    108 02 52.     (W)     SCALED    
 OW0177* NAVD 88     -      1263.222  (meters)    4144.42   (feet)  ADJUSTED  
 OW0177  ___________________________________________________________________
 OW0177  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 OW0177  DYNAMIC HT  -        1262.615 (meters)    4142.43  (feet)  COMP
 OW0177  MODELED GRAV-     980,094.8   (mgal)                       NAVD 88
 OW0177  OBS GRAVITY -     980,095.1   (mgal)                       GRAV_OBS
 OW0177
 OW0177  VERT ORDER  -  FIRST     CLASS II
 OW0177
 OW0177.The horizontal coordinates were scaled from a topographic map and have
 OW0177.an estimated accuracy of +/- 6 seconds.
 OW0177
 OW0177.The orthometric height was determined by differential leveling
 OW0177.and adjusted by the National Geodetic Survey in June 1991..
 OW0177
 OW0177.The geoid height was determined by GEOID03.
 OW0177
 OW0177.The dynamic height is computed by dividing the NAVD 88
 OW0177.geopotential number by the normal gravity value computed on the
 OW0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0177.degrees latitude (g = 980.6199 gals.).
 OW0177
 OW0177.The modeled gravity was interpolated from observed gravity values.
 OW0177.The observed gravity was obtained from relative gravimeter ties
 OW0177.to the IGSN71 gravity network.
 OW0177
 OW0177;                    North         East    Units  Estimated Accuracy
 OW0177;SPC WYEC     -   481,340.      342,630.      MT  (+/- 180 meters Scaled)
 OW0177
 OW0177                          SUPERSEDED SURVEY CONTROL
 OW0177
 OW0177  NGVD 29 (06/08/92) 1262.422  (m)         4141.80   (f) ADJUSTED    1 2
 OW0177
 OW0177.Superseded values are not recommended for survey control.
 OW0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0177.See file dsdata.txt to determine how the superseded data were derived.
 OW0177
 OW0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP369684(NAD 83)
 OW0177_MARKER: I = METAL ROD
 OW0177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0177_SP_SET: STAINLESS STEEL ROD
 OW0177_STAMPING: X 326 1982
 OW0177_MARK LOGO: NGS   
 OW0177_PROJECTION: FLUSH
 OW0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0177_ROD/PIPE-DEPTH: 5.5  meters
 OW0177
 OW0177  HISTORY     - Date     Condition        Report By
 OW0177  HISTORY     - 1982     MONUMENTED       NGS
 OW0177
 OW0177                          STATION DESCRIPTION
 OW0177
 OW0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0177'12.8 KM (7.95 MI) SW FROM WORLAND.
 OW0177'12.8 KM (7.95 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 OW0177'JUNCTION WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.8
 OW0177'KM (0.5 MI) SOUTHWEST OF MILEPOST 158, 22.5 METERS (73.8 FT) SOUTHEAST
 OW0177'OF THE CENTERLINE OF THE HIGHWAY AND 2.6 METERS (8.5 FT) NORTHEAST OF
 OW0177'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OW0177'LOGO CAP.
 OW0177'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 OW0177'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0264 ***********************************************************************
 PX0264  DESIGNATION -  X 328
 PX0264  PID         -  PX0264
 PX0264  STATE/COUNTY-  WY/BIG HORN
 PX0264  USGS QUAD   -  LOVELL LAKES (1978)
 PX0264
 PX0264                         *CURRENT SURVEY CONTROL
 PX0264  ___________________________________________________________________
 PX0264* NAD 83(1986)-  44 47 31.     (N)    108 20 24.     (W)     SCALED    
 PX0264* NAVD 88     -      1212.479  (meters)    3977.94   (feet)  ADJUSTED  
 PX0264  ___________________________________________________________________
 PX0264  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 PX0264  DYNAMIC HT  -        1212.009 (meters)    3976.40  (feet)  COMP
 PX0264  MODELED GRAV-     980,188.7   (mgal)                       NAVD 88
 PX0264  OBS GRAVITY -     980,188.6   (mgal)                       GRAV_OBS
 PX0264
 PX0264  VERT ORDER  -  FIRST     CLASS II
 PX0264
 PX0264.The horizontal coordinates were scaled from a topographic map and have
 PX0264.an estimated accuracy of +/- 6 seconds.
 PX0264
 PX0264.The orthometric height was determined by differential leveling
 PX0264.and adjusted by the National Geodetic Survey in June 1991..
 PX0264
 PX0264.The geoid height was determined by GEOID03.
 PX0264
 PX0264.The dynamic height is computed by dividing the NAVD 88
 PX0264.geopotential number by the normal gravity value computed on the
 PX0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0264.degrees latitude (g = 980.6199 gals.).
 PX0264
 PX0264.The modeled gravity was interpolated from observed gravity values.
 PX0264.The observed gravity was obtained from relative gravimeter ties
 PX0264.to the IGSN71 gravity network.
 PX0264
 PX0264;                    North         East    Units  Estimated Accuracy
 PX0264;SPC WYEC     -   577,240.      320,350.      MT  (+/- 180 meters Scaled)
 PX0264
 PX0264                          SUPERSEDED SURVEY CONTROL
 PX0264
 PX0264  NGVD 29 (06/08/92) 1211.630  (m)         3975.16   (f) ADJUSTED    1 2
 PX0264
 PX0264.Superseded values are not recommended for survey control.
 PX0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0264.See file dsdata.txt to determine how the superseded data were derived.
 PX0264
 PX0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ104632(NAD 83)
 PX0264_MARKER: I = METAL ROD
 PX0264_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0264_SP_SET: STAINLESS STEEL ROD
 PX0264_STAMPING: X 328 1982
 PX0264_MARK LOGO: NGS   
 PX0264_PROJECTION: FLUSH
 PX0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0264_ROD/PIPE-DEPTH: 6.7  meters
 PX0264
 PX0264  HISTORY     - Date     Condition        Report By
 PX0264  HISTORY     - 1982     MONUMENTED       NGS
 PX0264
 PX0264                          STATION DESCRIPTION
 PX0264
 PX0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0264'7.6 KM (4.7 MI) SE FROM LOVELL.
 PX0264'3.8 KM (2.35 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0264'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 3.8 KM (2.35 MI)
 PX0264'SOUTHEASTERLY ALONG A PAVED ROAD, 118.8 METERS (389.8 FT) WEST OF A
 PX0264'FENCE AROUND AN ELICTRIC SUB STATION, 43.9 METERS (144.0 FT) WEST OF
 PX0264'THE CENTER OF THE ROAD AND 1.8 METERS (5.9 FT) NORTH-NORTHEAST OF THE
 PX0264'MOST SOUTHERLY 1 OF 3 UTILITY POLES.  NOTE=ACCESS TO THE DATUM POINT
 PX0264'IS THROUGH A 5-INCH LOGO CAP.
 PX0264'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PX0264'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0293 ***********************************************************************
 PX0293  DESIGNATION -  X 329
 PX0293  PID         -  PX0293
 PX0293  STATE/COUNTY-  WY/BIG HORN
 PX0293  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0293
 PX0293                         *CURRENT SURVEY CONTROL
 PX0293  ___________________________________________________________________
 PX0293* NAD 83(1986)-  44 27 18.     (N)    108 03 08.     (W)     SCALED    
 PX0293* NAVD 88     -      1177.529  (meters)    3863.28   (feet)  ADJUSTED  
 PX0293  ___________________________________________________________________
 PX0293  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 PX0293  DYNAMIC HT  -        1177.051 (meters)    3861.71  (feet)  COMP
 PX0293  MODELED GRAV-     980,172.1   (mgal)                       NAVD 88
 PX0293
 PX0293  VERT ORDER  -  FIRST     CLASS II
 PX0293
 PX0293.The horizontal coordinates were scaled from a topographic map and have
 PX0293.an estimated accuracy of +/- 6 seconds.
 PX0293
 PX0293.The orthometric height was determined by differential leveling
 PX0293.and adjusted by the National Geodetic Survey in June 1991..
 PX0293
 PX0293.The geoid height was determined by GEOID03.
 PX0293
 PX0293.The dynamic height is computed by dividing the NAVD 88
 PX0293.geopotential number by the normal gravity value computed on the
 PX0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0293.degrees latitude (g = 980.6199 gals.).
 PX0293
 PX0293.The modeled gravity was interpolated from observed gravity values.
 PX0293
 PX0293;                    North         East    Units  Estimated Accuracy
 PX0293;SPC WYEC     -   539,560.      342,790.      MT  (+/- 180 meters Scaled)
 PX0293
 PX0293                          SUPERSEDED SURVEY CONTROL
 PX0293
 PX0293  NGVD 29 (06/08/92) 1176.730  (m)         3860.66   (f) ADJUSTED    1 2
 PX0293
 PX0293.Superseded values are not recommended for survey control.
 PX0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0293.See file dsdata.txt to determine how the superseded data were derived.
 PX0293
 PX0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ345266(NAD 83)
 PX0293_MARKER: I = METAL ROD
 PX0293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0293_SP_SET: STAINLESS STEEL ROD
 PX0293_STAMPING: X 329 1982
 PX0293_MARK LOGO: NGS   
 PX0293_PROJECTION: FLUSH
 PX0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0293_ROD/PIPE-DEPTH: 11.0 meters
 PX0293
 PX0293  HISTORY     - Date     Condition        Report By
 PX0293  HISTORY     - 1982     MONUMENTED       NGS
 PX0293
 PX0293                          STATION DESCRIPTION
 PX0293
 PX0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0293'55.6 KM (34.55 MI) SE FROM LOVELL.
 PX0293'43.8 KM (27.2 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0293'JUNCTION WITH NEVADA STREET IN LOVELL, THENCE 11.8 KM (7.35 MI)
 PX0293'SOUTHERLY ALONG U. S. HIGHWAY 20, OR 57.1 KM (35.45 MI) NORTHERLY
 PX0293'ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH U. S. HIGHWAY 16 AND
 PX0293'STATE HIGHWAY 789 IN WORLAND, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 202,
 PX0293'28.4 METERS (93.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.0
 PX0293'METERS (59.1 FT) NORTH OF THE CENTER OF A DIRT ROAD (LANE 37) AND 0.3
 PX0293'METER (1.0 FT) NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT
 PX0293'IS THROUGH A 5-INCH LOGO CAP.
 PX0293'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 PX0293'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0008 ***********************************************************************
 OV0008  DESIGNATION -  X 33
 OV0008  PID         -  OV0008
 OV0008  STATE/COUNTY-  WY/JOHNSON
 OV0008  USGS QUAD   -  TAYLOR RANCH (1973)
 OV0008
 OV0008                         *CURRENT SURVEY CONTROL
 OV0008  ___________________________________________________________________
 OV0008* NAD 83(1986)-  43 33 10.     (N)    106 02 15.     (W)     SCALED    
 OV0008* NAVD 88     -      1535.127  (meters)    5036.50   (feet)  ADJUSTED  
 OV0008  ___________________________________________________________________
 OV0008  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 OV0008  DYNAMIC HT  -        1534.265 (meters)    5033.67  (feet)  COMP
 OV0008  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 OV0008
 OV0008  VERT ORDER  -  FIRST     CLASS II
 OV0008
 OV0008.The horizontal coordinates were scaled from a topographic map and have
 OV0008.an estimated accuracy of +/- 6 seconds.
 OV0008
 OV0008.The orthometric height was determined by differential leveling
 OV0008.and adjusted by the National Geodetic Survey in June 1991..
 OV0008
 OV0008.The geoid height was determined by GEOID03.
 OV0008
 OV0008.The dynamic height is computed by dividing the NAVD 88
 OV0008.geopotential number by the normal gravity value computed on the
 OV0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0008.degrees latitude (g = 980.6199 gals.).
 OV0008
 OV0008.The modeled gravity was interpolated from observed gravity values.
 OV0008
 OV0008;                    North         East    Units  Estimated Accuracy
 OV0008;SPC WYEC     -   439,880.      504,710.      MT  (+/- 180 meters Scaled)
 OV0008
 OV0008                          SUPERSEDED SURVEY CONTROL
 OV0008
 OV0008  NGVD 29 (??/??/92) 1534.296  (m)         5033.77   (f) ADJ UNCH    1 2
 OV0008
 OV0008.Superseded values are not recommended for survey control.
 OV0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0008.See file dsdata.txt to determine how the superseded data were derived.
 OV0008
 OV0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ161227(NAD 83)
 OV0008_MARKER: DB = BENCH MARK DISK
 OV0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0008_STAMPING: X 33 1933
 OV0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0008+STABILITY: SURFACE MOTION
 OV0008
 OV0008  HISTORY     - Date     Condition        Report By
 OV0008  HISTORY     - 1933     MONUMENTED       CGS
 OV0008
 OV0008                          STATION DESCRIPTION
 OV0008
 OV0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OV0008'16.5 MI SW FROM PINE TREE.
 OV0008'IN JOHNSON COUNTY, 16.5 MILES SOUTHWEST ALONG THE MIDWEST ROAD (OLD
 OV0008'STATE HIGHWAY 316) FROM THE POST OFFICE AND STORE AT PINE TREE,
 OV0008'CAMPBELL COUNTY, 1.0 MILE EAST OF J.J. CREEK, 0.5 MILE EAST OF THE
 OV0008'INTERSECTION OF THE OLD AND NEW HIGHWAYS, 61 FEET SOUTH OF THE CENTER
 OV0008'LINE OF THE OLD HIGHWAY, 38.5 FEET NORTH OF A WIRE FENCE, AND 8 FEET
 OV0008'EAST OF ANOTHER WIRE FENCE.  A STANDARD DISK, STAMPED X 33 1933 AND
 OV0008'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0208 ***********************************************************************
 OV0208  DESIGNATION -  X 330
 OV0208  PID         -  OV0208
 OV0208  STATE/COUNTY-  WY/FREMONT
 OV0208  USGS QUAD   -  OCLA DRAW (1952)
 OV0208
 OV0208                         *CURRENT SURVEY CONTROL
 OV0208  ___________________________________________________________________
 OV0208* NAD 83(1986)-  43 12 59.     (N)    107 54 43.     (W)     SCALED    
 OV0208* NAVD 88     -      1562.322  (meters)    5125.72   (feet)  ADJUSTED  
 OV0208  ___________________________________________________________________
 OV0208  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 OV0208  DYNAMIC HT  -        1561.299 (meters)    5122.36  (feet)  COMP
 OV0208  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 OV0208
 OV0208  VERT ORDER  -  FIRST     CLASS II
 OV0208
 OV0208.The horizontal coordinates were scaled from a topographic map and have
 OV0208.an estimated accuracy of +/- 6 seconds.
 OV0208
 OV0208.The orthometric height was determined by differential leveling
 OV0208.and adjusted by the National Geodetic Survey in June 1991..
 OV0208
 OV0208.The geoid height was determined by GEOID03.
 OV0208
 OV0208.The dynamic height is computed by dividing the NAVD 88
 OV0208.geopotential number by the normal gravity value computed on the
 OV0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0208.degrees latitude (g = 980.6199 gals.).
 OV0208
 OV0208.The modeled gravity was interpolated from observed gravity values.
 OV0208
 OV0208;                    North         East    Units  Estimated Accuracy
 OV0208;SPC WYWC     -   302,030.      668,090.      MT  (+/- 180 meters Scaled)
 OV0208
 OV0208                          SUPERSEDED SURVEY CONTROL
 OV0208
 OV0208  NGVD 29 (06/08/92) 1561.314  (m)         5122.41   (f) ADJUSTED    1 2
 OV0208
 OV0208.Superseded values are not recommended for survey control.
 OV0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0208.See file dsdata.txt to determine how the superseded data were derived.
 OV0208
 OV0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH634889(NAD 83)
 OV0208_MARKER: I = METAL ROD
 OV0208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0208_SP_SET: STAINLESS STEEL ROD
 OV0208_STAMPING: X 330 1982
 OV0208_MARK LOGO: NGS   
 OV0208_PROJECTION: FLUSH
 OV0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0208_ROD/PIPE-DEPTH: 7.3  meters
 OV0208
 OV0208  HISTORY     - Date     Condition        Report By
 OV0208  HISTORY     - 1982     MONUMENTED       NGS
 OV0208
 OV0208                          STATION DESCRIPTION
 OV0208
 OV0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0208'16.5 KM (10.25 MI) EAST FROM SHOSHONI.
 OV0208'16.5 KM (10.25 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0208'WITH U. S. HIGHWAY 26 IN SHOSHONI, 37.2 METERS (122.O FT) SOUTH OF THE
 OV0208'CENTERLINE OF THE HIGHWAY AND 7.9 METERS (25.9 FT) WEST OF THE CENTER
 OV0208'OF A PAVED FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 OV0208'A 5-INCH LOGO CAP.
 OV0208'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OV0208'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0236 ***********************************************************************
 OV0236  DESIGNATION -  X 331
 OV0236  PID         -  OV0236
 OV0236  STATE/COUNTY-  WY/NATRONA
 OV0236  USGS QUAD   -  ARMINTO NW (1952)
 OV0236
 OV0236                         *CURRENT SURVEY CONTROL
 OV0236  ___________________________________________________________________
 OV0236* NAD 83(1986)-  43 08 23.     (N)    107 26 08.     (W)     SCALED    
 OV0236* NAVD 88     -      1785.689  (meters)    5858.55   (feet)  ADJUSTED  
 OV0236  ___________________________________________________________________
 OV0236  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 OV0236  DYNAMIC HT  -        1784.456 (meters)    5854.50  (feet)  COMP
 OV0236  MODELED GRAV-     979,867.0   (mgal)                       NAVD 88
 OV0236
 OV0236  VERT ORDER  -  FIRST     CLASS II
 OV0236
 OV0236.The horizontal coordinates were scaled from a topographic map and have
 OV0236.an estimated accuracy of +/- 6 seconds.
 OV0236
 OV0236.The orthometric height was determined by differential leveling
 OV0236.and adjusted by the National Geodetic Survey in June 1991..
 OV0236
 OV0236.The geoid height was determined by GEOID03.
 OV0236
 OV0236.The dynamic height is computed by dividing the NAVD 88
 OV0236.geopotential number by the normal gravity value computed on the
 OV0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0236.degrees latitude (g = 980.6199 gals.).
 OV0236
 OV0236.The modeled gravity was interpolated from observed gravity values.
 OV0236
 OV0236;                    North         East    Units  Estimated Accuracy
 OV0236;SPC WYEC     -   393,180.      391,680.      MT  (+/- 180 meters Scaled)
 OV0236
 OV0236                          SUPERSEDED SURVEY CONTROL
 OV0236
 OV0236  NGVD 29 (06/08/92) 1784.647  (m)         5855.13   (f) ADJUSTED    1 2
 OV0236
 OV0236.Superseded values are not recommended for survey control.
 OV0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0236.See file dsdata.txt to determine how the superseded data were derived.
 OV0236
 OV0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH019792(NAD 83)
 OV0236_MARKER: I = METAL ROD
 OV0236_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0236_SP_SET: STAINLESS STEEL ROD
 OV0236_STAMPING: X 331 1982
 OV0236_MARK LOGO: NGS   
 OV0236_PROJECTION: FLUSH
 OV0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0236_ROD/PIPE-DEPTH: 12.8 meters
 OV0236
 OV0236  HISTORY     - Date     Condition        Report By
 OV0236  HISTORY     - 1982     MONUMENTED       NGS
 OV0236
 OV0236                          STATION DESCRIPTION
 OV0236
 OV0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0236'21.8 KM (13.55 MI) WEST FROM WALTMAN.
 OV0236'21.8 KM (13.55 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0236'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.4 KM (0.25 MI) WEST OF
 OV0236'MILEPOST 64, 84.6 METERS (277.6 FT) NORTH OF THE CENTERLINE OF THE
 OV0236'HIGHWAY AND 16.1 METERS (52.8 FT) EAST OF THE CENTER OF A TRACK ROAD
 OV0236'LEADING NORTHEAST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OV0236'LOGO CAP.
 OV0236'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OV0236'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0287 ***********************************************************************
 NR0287  DESIGNATION -  X 332
 NR0287  PID         -  NR0287
 NR0287  STATE/COUNTY-  WY/NATRONA
 NR0287  USGS QUAD   -  INDEPENDENCE ROCK (1981)
 NR0287
 NR0287                         *CURRENT SURVEY CONTROL
 NR0287  ___________________________________________________________________
 NR0287* NAD 83(1986)-  42 26 08.     (N)    107 12 48.     (W)     SCALED    
 NR0287* NAVD 88     -      1853.213  (meters)    6080.08   (feet)  ADJUSTED  
 NR0287  ___________________________________________________________________
 NR0287  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 NR0287  DYNAMIC HT  -        1851.941 (meters)    6075.91  (feet)  COMP
 NR0287  MODELED GRAV-     979,868.5   (mgal)                       NAVD 88
 NR0287
 NR0287  VERT ORDER  -  FIRST     CLASS II
 NR0287
 NR0287.The horizontal coordinates were scaled from a topographic map and have
 NR0287.an estimated accuracy of +/- 6 seconds.
 NR0287
 NR0287.The orthometric height was determined by differential leveling
 NR0287.and adjusted by the National Geodetic Survey in June 1991..
 NR0287
 NR0287.The geoid height was determined by GEOID03.
 NR0287
 NR0287.The dynamic height is computed by dividing the NAVD 88
 NR0287.geopotential number by the normal gravity value computed on the
 NR0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0287.degrees latitude (g = 980.6199 gals.).
 NR0287
 NR0287.The modeled gravity was interpolated from observed gravity values.
 NR0287
 NR0287;                    North         East    Units  Estimated Accuracy
 NR0287;SPC WYEC     -   314,960.      409,870.      MT  (+/- 180 meters Scaled)
 NR0287
 NR0287                          SUPERSEDED SURVEY CONTROL
 NR0287
 NR0287  NGVD 29 (06/08/92) 1852.277  (m)         6077.01   (f) ADJUSTED    1 2
 NR0287
 NR0287.Superseded values are not recommended for survey control.
 NR0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0287.See file dsdata.txt to determine how the superseded data were derived.
 NR0287
 NR0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH179005(NAD 83)
 NR0287_MARKER: I = METAL ROD
 NR0287_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0287_SP_SET: STAINLESS STEEL ROD
 NR0287_STAMPING: X 332 1982
 NR0287_MARK LOGO: NGS   
 NR0287_PROJECTION: FLUSH
 NR0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0287_ROD/PIPE-DEPTH: 6.1  meters
 NR0287
 NR0287  HISTORY     - Date     Condition        Report By
 NR0287  HISTORY     - 1982     MONUMENTED       NGS
 NR0287
 NR0287                          STATION DESCRIPTION
 NR0287
 NR0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0287'20.8 KM (12.9 MI) NE FROM MUDDY GAP.
 NR0287'20.8 KM (12.9 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0287'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0287'0.4 KM (0.25 MI) NORTHEAST OF THE NATRONA-CARBON COUNTY LINE, 45.1
 NR0287'METERS (148.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 14.1
 NR0287'METERS (46.3 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD LEADING
 NR0287'NORTHWEST TO THE DEVILS GATE STATE HISTORICAL SITE.  NOTE, ACCESS TO
 NR0287'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NR0287'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 NR0287'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0230 ***********************************************************************
 OV0230  DESIGNATION -  X 333
 OV0230  PID         -  OV0230
 OV0230  STATE/COUNTY-  WY/FREMONT
 OV0230  USGS QUAD   -  MADDEN (1952)
 OV0230
 OV0230                         *CURRENT SURVEY CONTROL
 OV0230  ___________________________________________________________________
 OV0230* NAD 83(1986)-  43 08 30.     (N)    107 32 48.     (W)     SCALED    
 OV0230* NAVD 88     -      1744.569  (meters)    5723.64   (feet)  ADJUSTED  
 OV0230  ___________________________________________________________________
 OV0230  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 OV0230  DYNAMIC HT  -        1743.382 (meters)    5719.75  (feet)  COMP
 OV0230  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 OV0230
 OV0230  VERT ORDER  -  FIRST     CLASS II
 OV0230
 OV0230.The horizontal coordinates were scaled from a topographic map and have
 OV0230.an estimated accuracy of +/- 6 seconds.
 OV0230
 OV0230.The orthometric height was determined by differential leveling
 OV0230.and adjusted by the National Geodetic Survey in June 1991..
 OV0230
 OV0230.The geoid height was determined by GEOID03.
 OV0230
 OV0230.The dynamic height is computed by dividing the NAVD 88
 OV0230.geopotential number by the normal gravity value computed on the
 OV0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0230.degrees latitude (g = 980.6199 gals.).
 OV0230
 OV0230.The modeled gravity was interpolated from observed gravity values.
 OV0230
 OV0230;                    North         East    Units  Estimated Accuracy
 OV0230;SPC WYWC     -   294,090.      697,890.      MT  (+/- 180 meters Scaled)
 OV0230
 OV0230                          SUPERSEDED SURVEY CONTROL
 OV0230
 OV0230  NGVD 29 (06/08/92) 1743.539  (m)         5720.26   (f) ADJUSTED    1 2
 OV0230
 OV0230.Superseded values are not recommended for survey control.
 OV0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0230.See file dsdata.txt to determine how the superseded data were derived.
 OV0230
 OV0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH928796(NAD 83)
 OV0230_MARKER: I = METAL ROD
 OV0230_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0230_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OV0230_STAMPING: X 333 1982
 OV0230_MARK LOGO: NGS   
 OV0230_PROJECTION: FLUSH
 OV0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0230+STABILITY: POSITION/ELEVATION WELL
 OV0230_ROD/PIPE-DEPTH: 12.5 meters
 OV0230_SLEEVE-DEPTH  : 11.5 meters
 OV0230
 OV0230  HISTORY     - Date     Condition        Report By
 OV0230  HISTORY     - 1982     MONUMENTED       NGS
 OV0230
 OV0230                          STATION DESCRIPTION
 OV0230
 OV0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0230'30.9 KM (19.2 MI) WEST FROM WALTMAN.
 OV0230'30.9 KM (19.2 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0230'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.1 KM (0.05 MI) EAST OF
 OV0230'MILEPOST 70, 93.5 METERS (306.8 FT) NORTH OF THE CENTERLINE OF THE
 OV0230'HIGHWAY AND 33.2 METERS (108.9 FT) WEST OF THE CENTER OF A GRAVELED
 OV0230'ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0230'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 OV0230'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0213 ***********************************************************************
 NR0213  DESIGNATION -  X 334
 NR0213  PID         -  NR0213
 NR0213  STATE/COUNTY-  WY/NATRONA
 NR0213  USGS QUAD   -  EMIGRANT GAP NW (1951)
 NR0213
 NR0213                         *CURRENT SURVEY CONTROL
 NR0213  ___________________________________________________________________
 NR0213* NAD 83(1986)-  42 58 13.     (N)    106 40 38.     (W)     SCALED    
 NR0213* NAVD 88     -      1694.939  (meters)    5560.81   (feet)  ADJUSTED  
 NR0213  ___________________________________________________________________
 NR0213  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 NR0213  DYNAMIC HT  -        1693.873 (meters)    5557.31  (feet)  COMP
 NR0213  MODELED GRAV-     979,931.3   (mgal)                       NAVD 88
 NR0213
 NR0213  VERT ORDER  -  FIRST     CLASS II
 NR0213
 NR0213.The horizontal coordinates were scaled from a topographic map and have
 NR0213.an estimated accuracy of +/- 6 seconds.
 NR0213
 NR0213.The orthometric height was determined by differential leveling
 NR0213.and adjusted by the National Geodetic Survey in June 1991..
 NR0213
 NR0213.The geoid height was determined by GEOID03.
 NR0213
 NR0213.The dynamic height is computed by dividing the NAVD 88
 NR0213.geopotential number by the normal gravity value computed on the
 NR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0213.degrees latitude (g = 980.6199 gals.).
 NR0213
 NR0213.The modeled gravity was interpolated from observed gravity values.
 NR0213
 NR0213;                    North         East    Units  Estimated Accuracy
 NR0213;SPC WYEC     -   374,560.      453,520.      MT  (+/- 180 meters Scaled)
 NR0213
 NR0213                          SUPERSEDED SURVEY CONTROL
 NR0213
 NR0213  NGVD 29 (06/08/92) 1694.039  (m)         5557.86   (f) ADJUSTED    1 2
 NR0213
 NR0213.Superseded values are not recommended for survey control.
 NR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0213.See file dsdata.txt to determine how the superseded data were derived.
 NR0213
 NR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH632588(NAD 83)
 NR0213_MARKER: I = METAL ROD
 NR0213_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0213+WITH SETTING: INFORMATION.
 NR0213_SP_SET: SHALLOW SET METAL ROD
 NR0213_STAMPING: X 334 1982
 NR0213_MARK LOGO: NGS   
 NR0213_PROJECTION: FLUSH
 NR0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0213_ROD/PIPE-DEPTH: 2.4  meters
 NR0213
 NR0213  HISTORY     - Date     Condition        Report By
 NR0213  HISTORY     - 1982     MONUMENTED       NGS
 NR0213
 NR0213                          STATION DESCRIPTION
 NR0213
 NR0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0213'30.3 KM (18.8 MI) NW FROM CASPER.
 NR0213'30.3 KM (18.8 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0213'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 0.2 KM (0.1 MI)
 NR0213'NORTHWEST OF MILEPOST 22, 28.6 METERS (93.8 FT) NORTHEAST OF THE
 NR0213'CENTERLINE OF THE HIGHWAY, 11.5 METERS (37.7 FT) EAST OF A FENCE
 NR0213'CORNER, 4.4 METERS (14.4 FT) SOUTH OF A FENCE AND 1.4 METERS (4.6 FT)
 NR0213'NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 NR0213'THROUGH A 5-INCH LOGO CAP.
 NR0213'THE MARK IS 6.0 METERS  NE FROM  A WITNESS POST AND FENCE
 NR0213'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0237 ***********************************************************************
 NR0237  DESIGNATION -  X 335
 NR0237  PID         -  NR0237
 NR0237  STATE/COUNTY-  WY/NATRONA
 NR0237  USGS QUAD   -  CASPER (1984)
 NR0237
 NR0237                         *CURRENT SURVEY CONTROL
 NR0237  ___________________________________________________________________
 NR0237* NAD 83(1986)-  42 50 08.     (N)    106 19 49.     (W)     SCALED    
 NR0237* NAVD 88     -      1581.876  (meters)    5189.87   (feet)  ADJUSTED  
 NR0237  ___________________________________________________________________
 NR0237  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 NR0237  DYNAMIC HT  -        1580.893 (meters)    5186.65  (feet)  COMP
 NR0237  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 NR0237
 NR0237  VERT ORDER  -  FIRST     CLASS II
 NR0237
 NR0237.The horizontal coordinates were scaled from a topographic map and have
 NR0237.an estimated accuracy of +/- 6 seconds.
 NR0237
 NR0237.The orthometric height was determined by differential leveling
 NR0237.and adjusted by the National Geodetic Survey in June 1991..
 NR0237
 NR0237.The geoid height was determined by GEOID03.
 NR0237
 NR0237.The dynamic height is computed by dividing the NAVD 88
 NR0237.geopotential number by the normal gravity value computed on the
 NR0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0237.degrees latitude (g = 980.6199 gals.).
 NR0237
 NR0237.The modeled gravity was interpolated from observed gravity values.
 NR0237
 NR0237;                    North         East    Units  Estimated Accuracy
 NR0237;SPC WYEC     -   359,880.      482,000.      MT  (+/- 180 meters Scaled)
 NR0237
 NR0237                          SUPERSEDED SURVEY CONTROL
 NR0237
 NR0237  NGVD 29 (06/08/92) 1581.005  (m)         5187.01   (f) ADJUSTED    1 2
 NR0237
 NR0237.Superseded values are not recommended for survey control.
 NR0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0237.See file dsdata.txt to determine how the superseded data were derived.
 NR0237
 NR0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH912434(NAD 83)
 NR0237_MARKER: DB = BENCH MARK DISK
 NR0237_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NR0237+WITH SETTING: PAVEMENT
 NR0237_SP_SET: LANDING
 NR0237_STAMPING: X 335 1982
 NR0237_MARK LOGO: NGS   
 NR0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0237+STABILITY: SURFACE MOTION
 NR0237
 NR0237  HISTORY     - Date     Condition        Report By
 NR0237  HISTORY     - 1982     MONUMENTED       NGS
 NR0237  HISTORY     - 1987     GOOD             NGS
 NR0237
 NR0237                          STATION DESCRIPTION
 NR0237
 NR0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0237'IN CASPER.
 NR0237'IN CASPER, AT THE INTERSECTION OF 15TH AND ELM STREETS, IN THE
 NR0237'CONCRETE FOUNDATION OF THE 15TH STREET ENTRANCE TO THE DAN MORGAN
 NR0237'JUNIOR HIGH SCHOOL, 22.9 METERS (75.1 FT) NORTH OF THE CENTERLINE OF
 NR0237'THE STREET, 1.5 METERS (4.9 FT) WEST OF THE CENTER OF THE ENTRANCE AND
 NR0237'0.2 METER (0.7 FT) EAST OF THE WEST END OF THE ENTRANCE.
 NR0237'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE.
 NR0237
 NR0237                          STATION RECOVERY (1987)
 NR0237
 NR0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NR0237'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CASPER,
 NR0237'AT THE INTERSECTION OF OAK AND 15TH STREETS, IN THE CONCRETE LANDING
 NR0237'AT THE SOUTH ENTRANCE TO THE DAN MORGAN JUNIOR HIGH SCHOOL, 88.0 M
 NR0237'(288.7 FT) WEST OF THE CENTERLINE OF ELM STREET, 22.9 M (75.1 FT)
 NR0237'NORTH OF THE CENTERLINE OF 15TH STREET, 12.0 M (39.4 FT) EAST OF THE
 NR0237'EXTENDED CENTER OF OAK STREET, 1.5 M (4.9 FT) WEST OF THE CENTER OF
 NR0237'THE ENTRANCE, AND 0.2 M (0.7 FT) EAST OF THE WEST END OF THE
 NR0237'ENTRANCE.
 NR0237'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0312 ***********************************************************************
 NR0312  DESIGNATION -  X 336
 NR0312  PID         -  NR0312
 NR0312  STATE/COUNTY-  WY/CARBON
 NR0312  USGS QUAD   -  LAMONT (1981)
 NR0312
 NR0312                         *CURRENT SURVEY CONTROL
 NR0312  ___________________________________________________________________
 NR0312* NAD 83(1986)-  42 07 57.     (N)    107 25 31.     (W)     SCALED    
 NR0312* NAVD 88     -      1986.565  (meters)    6517.59   (feet)  ADJUSTED  
 NR0312  ___________________________________________________________________
 NR0312  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 NR0312  DYNAMIC HT  -        1984.943 (meters)    6512.27  (feet)  COMP
 NR0312  MODELED GRAV-     979,735.1   (mgal)                       NAVD 88
 NR0312
 NR0312  VERT ORDER  -  FIRST     CLASS II
 NR0312
 NR0312.The horizontal coordinates were scaled from a topographic map and have
 NR0312.an estimated accuracy of +/- 6 seconds.
 NR0312
 NR0312.The orthometric height was determined by differential leveling
 NR0312.and adjusted by the National Geodetic Survey in June 1991..
 NR0312
 NR0312.The geoid height was determined by GEOID03.
 NR0312
 NR0312.The dynamic height is computed by dividing the NAVD 88
 NR0312.geopotential number by the normal gravity value computed on the
 NR0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0312.degrees latitude (g = 980.6199 gals.).
 NR0312
 NR0312.The modeled gravity was interpolated from observed gravity values.
 NR0312
 NR0312;                    North         East    Units  Estimated Accuracy
 NR0312;SPC WYEC     -   281,300.      392,400.      MT  (+/- 180 meters Scaled)
 NR0312
 NR0312                          SUPERSEDED SURVEY CONTROL
 NR0312
 NR0312  NGVD 29 (06/08/92) 1985.427  (m)         6513.86   (f) ADJUSTED    1 2
 NR0312
 NR0312.Superseded values are not recommended for survey control.
 NR0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0312.See file dsdata.txt to determine how the superseded data were derived.
 NR0312
 NR0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG995673(NAD 83)
 NR0312_MARKER: I = METAL ROD
 NR0312_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0312_SP_SET: STAINLESS STEEL ROD
 NR0312_STAMPING: X 336 1982
 NR0312_MARK LOGO: NGS   
 NR0312_PROJECTION: FLUSH
 NR0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0312_ROD/PIPE-DEPTH: 14.0 meters
 NR0312
 NR0312  HISTORY     - Date     Condition        Report By
 NR0312  HISTORY     - 1982     MONUMENTED       NGS
 NR0312
 NR0312                          STATION DESCRIPTION
 NR0312
 NR0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0312'28.2 KM (17.5 MI) SOUTH FROM MUDDY GAP.
 NR0312'28.2 KM (17.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0312'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.4 KM (0.25 MI) SOUTH OF
 NR0312'MILEPOST 27 AND 37.5 METERS (123.0 FT) EAST OF THE CENTERLINE OF THE
 NR0312'HIGHWAY.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NR0312'CAP.
 NR0312'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 NR0312'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0273 ***********************************************************************
 NR0273  DESIGNATION -  X 337
 NR0273  PID         -  NR0273
 NR0273  STATE/COUNTY-  WY/NATRONA
 NR0273  USGS QUAD   -  BENTON BASIN SW (1984)
 NR0273
 NR0273                         *CURRENT SURVEY CONTROL
 NR0273  ___________________________________________________________________
 NR0273* NAD 83(1986)-  42 33 47.     (N)    106 54 57.     (W)     SCALED    
 NR0273* NAVD 88     -      1878.181  (meters)    6162.00   (feet)  ADJUSTED  
 NR0273  ___________________________________________________________________
 NR0273  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 NR0273  DYNAMIC HT  -        1876.897 (meters)    6157.79  (feet)  COMP
 NR0273  MODELED GRAV-     979,870.0   (mgal)                       NAVD 88
 NR0273
 NR0273  VERT ORDER  -  FIRST     CLASS II
 NR0273
 NR0273.The horizontal coordinates were scaled from a topographic map and have
 NR0273.an estimated accuracy of +/- 6 seconds.
 NR0273
 NR0273.The orthometric height was determined by differential leveling
 NR0273.and adjusted by the National Geodetic Survey in June 1991..
 NR0273
 NR0273.The geoid height was determined by GEOID03.
 NR0273
 NR0273.The dynamic height is computed by dividing the NAVD 88
 NR0273.geopotential number by the normal gravity value computed on the
 NR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0273.degrees latitude (g = 980.6199 gals.).
 NR0273
 NR0273.The modeled gravity was interpolated from observed gravity values.
 NR0273
 NR0273;                    North         East    Units  Estimated Accuracy
 NR0273;SPC WYEC     -   329,200.      434,280.      MT  (+/- 180 meters Scaled)
 NR0273
 NR0273                          SUPERSEDED SURVEY CONTROL
 NR0273
 NR0273  NGVD 29 (06/08/92) 1877.249  (m)         6158.94   (f) ADJUSTED    1 2
 NR0273
 NR0273.Superseded values are not recommended for survey control.
 NR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0273.See file dsdata.txt to determine how the superseded data were derived.
 NR0273
 NR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH427140(NAD 83)
 NR0273_MARKER: I = METAL ROD
 NR0273_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0273_SP_SET: STAINLESS STEEL ROD
 NR0273_STAMPING: X 337 1982
 NR0273_MARK LOGO: NGS   
 NR0273_PROJECTION: FLUSH
 NR0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0273_ROD/PIPE-DEPTH: 3.7  meters
 NR0273
 NR0273  HISTORY     - Date     Condition        Report By
 NR0273  HISTORY     - 1982     MONUMENTED       NGS
 NR0273
 NR0273                          STATION DESCRIPTION
 NR0273
 NR0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0273'51.9 KM (32.25 MI) NORT FROM MUDDY GAP.
 NR0273'51.9 KM (32.25 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0273'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0273'0.6 KM (0.35 MI) EAST OF MILEPOST 76, 45.1 METERS (148.0 FT) SOUTH OF
 NR0273'THE CENTERLINE OF THE HIGHWAY AND 8.2 METERS (26.9 FT) WEST OF THE
 NR0273'CENTER OF A TRACK ROAD LEADING SOUTH.  NOTE, ACCESS TO THE DATUM POINT
 NR0273'IS THROUGH A 5-INCH LOGO CAP.
 NR0273'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 NR0273'THE MARK IS 2.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0247 ***********************************************************************
 NR0247  DESIGNATION -  X 338
 NR0247  PID         -  NR0247
 NR0247  STATE/COUNTY-  WY/NATRONA
 NR0247  USGS QUAD   -  BESSEMER MOUNTAIN (1984)
 NR0247
 NR0247                         *CURRENT SURVEY CONTROL
 NR0247  ___________________________________________________________________
 NR0247* NAD 83(1986)-  42 43 58.     (N)    106 31 56.     (W)     SCALED    
 NR0247* NAVD 88     -      1596.356  (meters)    5237.38   (feet)  ADJUSTED  
 NR0247  ___________________________________________________________________
 NR0247  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 NR0247  DYNAMIC HT  -        1595.346 (meters)    5234.06  (feet)  COMP
 NR0247  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 NR0247
 NR0247  VERT ORDER  -  FIRST     CLASS II
 NR0247
 NR0247.The horizontal coordinates were scaled from a topographic map and have
 NR0247.an estimated accuracy of +/- 6 seconds.
 NR0247
 NR0247.The orthometric height was determined by differential leveling
 NR0247.and adjusted by the National Geodetic Survey in June 1991..
 NR0247
 NR0247.The geoid height was determined by GEOID03.
 NR0247
 NR0247.The dynamic height is computed by dividing the NAVD 88
 NR0247.geopotential number by the normal gravity value computed on the
 NR0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0247.degrees latitude (g = 980.6199 gals.).
 NR0247
 NR0247.The modeled gravity was interpolated from observed gravity values.
 NR0247
 NR0247;                    North         East    Units  Estimated Accuracy
 NR0247;SPC WYEC     -   348,280.      465,600.      MT  (+/- 180 meters Scaled)
 NR0247
 NR0247                          SUPERSEDED SURVEY CONTROL
 NR0247
 NR0247  NGVD 29 (06/08/92) 1595.474  (m)         5234.48   (f) ADJUSTED    1 2
 NR0247
 NR0247.Superseded values are not recommended for survey control.
 NR0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0247.See file dsdata.txt to determine how the superseded data were derived.
 NR0247
 NR0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH745322(NAD 83)
 NR0247_MARKER: DB = BENCH MARK DISK
 NR0247_SETTING: 66 = SET IN ROCK OUTCROP
 NR0247_SP_SET: ROCK OUTCROP
 NR0247_STAMPING: X 338 1982
 NR0247_MARK LOGO: NGS   
 NR0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NR0247+STABILITY: POSITION/ELEVATION WELL
 NR0247
 NR0247  HISTORY     - Date     Condition        Report By
 NR0247  HISTORY     - 1982     MONUMENTED       NGS
 NR0247
 NR0247                          STATION DESCRIPTION
 NR0247
 NR0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0247'17.6 KM (10.95 MI) SW FROM CASPER.
 NR0247'17.6 KM (10.95 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0247'JUNCTION WITH STATE HIGHWAY 257 IN CASPER, IN THE CENTER OF A 4 BY 6
 NR0247'FT. EXPOSED AREA OF OUTCROPPING BEDROCK AND 18.3 METERS (60.0 FT) EAST
 NR0247'OF THE CENTERLINE OF THE HIGHWAY.
 NR0247'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 NR0247'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0356 ***********************************************************************
 MQ0356  DESIGNATION -  X 339
 MQ0356  PID         -  MQ0356
 MQ0356  STATE/COUNTY-  WY/SWEETWATER
 MQ0356  USGS QUAD   -  GREEN RIVER (1980)
 MQ0356
 MQ0356                         *CURRENT SURVEY CONTROL
 MQ0356  ___________________________________________________________________
 MQ0356* NAD 83(1986)-  41 32 55.     (N)    109 26 50.     (W)     SCALED    
 MQ0356* NAVD 88     -      2046.555  (meters)    6714.41   (feet)  ADJUSTED  
 MQ0356  ___________________________________________________________________
 MQ0356  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 MQ0356  DYNAMIC HT  -        2044.822 (meters)    6708.72  (feet)  COMP
 MQ0356  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 MQ0356
 MQ0356  VERT ORDER  -  FIRST     CLASS II
 MQ0356
 MQ0356.The horizontal coordinates were scaled from a topographic map and have
 MQ0356.an estimated accuracy of +/- 6 seconds.
 MQ0356
 MQ0356.The orthometric height was determined by differential leveling
 MQ0356.and adjusted by the National Geodetic Survey in June 1991..
 MQ0356
 MQ0356.The geoid height was determined by GEOID03.
 MQ0356
 MQ0356.The dynamic height is computed by dividing the NAVD 88
 MQ0356.geopotential number by the normal gravity value computed on the
 MQ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0356.degrees latitude (g = 980.6199 gals.).
 MQ0356
 MQ0356.The modeled gravity was interpolated from observed gravity values.
 MQ0356
 MQ0356;                    North         East    Units  Estimated Accuracy
 MQ0356;SPC WYWC     -   116,680.      541,830.      MT  (+/- 180 meters Scaled)
 MQ0356
 MQ0356                          SUPERSEDED SURVEY CONTROL
 MQ0356
 MQ0356  NGVD 29 (06/08/92) 2045.290  (m)         6710.26   (f) ADJUSTED    1 2
 MQ0356
 MQ0356.Superseded values are not recommended for survey control.
 MQ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0356.See file dsdata.txt to determine how the superseded data were derived.
 MQ0356
 MQ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM295008(NAD 83)
 MQ0356_MARKER: DB = BENCH MARK DISK
 MQ0356_SETTING: 66 = SET IN ROCK OUTCROP
 MQ0356_SP_SET: ROCK OUTCROP
 MQ0356_STAMPING: X 339 1983
 MQ0356_MARK LOGO: NGS   
 MQ0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MQ0356+STABILITY: POSITION/ELEVATION WELL
 MQ0356
 MQ0356  HISTORY     - Date     Condition        Report By
 MQ0356  HISTORY     - 1983     MONUMENTED       NGS
 MQ0356  HISTORY     - 1983     GOOD             NGS
 MQ0356  HISTORY     - 1984     GOOD             NGS
 MQ0356
 MQ0356                          STATION DESCRIPTION
 MQ0356
 MQ0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0356'3.8 KM (2.6 MI) NE FROM GREEN RIVER.
 MQ0356'1.1 KM (0.7 MI) NORTHWEST ALONG STATE HIGHWAY 374 FROM THE POST OFFICE
 MQ0356'IN GREEN RIVER, THENCE 0.5 KM (0.3 MI) NORTH ALONG HILLCREST WAY,
 MQ0356'THENCE 2.6 KM (1.6 MI) NORTHEASTERLY ALONG WHITE MOUNTAIN ROAD, SET IN
 MQ0356'TOP OF THE CENTER OF AND 16 FT WEST OF THE EAST END OF A 47 BY 67 FT
 MQ0356'EXPOSED AREA OF OUTCROPPING BEDROCK, AND 18.6 METERS (61.0 FT) NORTH
 MQ0356'OF THE CENTER OF THE ROAD.
 MQ0356'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MQ0356'THE MARK IS 1.9 M ABOVE THE ROAD.
 MQ0356
 MQ0356                          STATION RECOVERY (1983)
 MQ0356
 MQ0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0356'RECOVERED IN GOOD CONDITION.
 MQ0356
 MQ0356                          STATION RECOVERY (1984)
 MQ0356
 MQ0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0246 ***********************************************************************
 PV0246  DESIGNATION -  X 34
 PV0246  PID         -  PV0246
 PV0246  STATE/COUNTY-  WY/CAMPBELL
 PV0246  USGS QUAD   -  FOUR BAR J RANCH (1971)
 PV0246
 PV0246                         *CURRENT SURVEY CONTROL
 PV0246  ___________________________________________________________________
 PV0246* NAD 83(1986)-  44 07 33.     (N)    105 42 44.     (W)     SCALED    
 PV0246* NAVD 88     -      1503.322  (meters)    4932.15   (feet)  ADJUSTED  
 PV0246  ___________________________________________________________________
 PV0246  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 PV0246  DYNAMIC HT  -        1502.613 (meters)    4929.82  (feet)  COMP
 PV0246  MODELED GRAV-     980,093.8   (mgal)                       NAVD 88
 PV0246
 PV0246  VERT ORDER  -  FIRST     CLASS II
 PV0246
 PV0246.The horizontal coordinates were scaled from a topographic map and have
 PV0246.an estimated accuracy of +/- 6 seconds.
 PV0246
 PV0246.The orthometric height was determined by differential leveling
 PV0246.and adjusted by the National Geodetic Survey in June 1991..
 PV0246
 PV0246.The geoid height was determined by GEOID03.
 PV0246
 PV0246.The dynamic height is computed by dividing the NAVD 88
 PV0246.geopotential number by the normal gravity value computed on the
 PV0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0246.degrees latitude (g = 980.6199 gals.).
 PV0246
 PV0246.The modeled gravity was interpolated from observed gravity values.
 PV0246
 PV0246;                    North         East    Units  Estimated Accuracy
 PV0246;SPC WY E     -   402,880.      156,340.      MT  (+/- 180 meters Scaled)
 PV0246
 PV0246                          SUPERSEDED SURVEY CONTROL
 PV0246
 PV0246  NGVD 29 (06/08/92) 1502.562  (m)         4929.66   (f) ADJUSTED    1 2
 PV0246
 PV0246.Superseded values are not recommended for survey control.
 PV0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0246.See file dsdata.txt to determine how the superseded data were derived.
 PV0246
 PV0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ430860(NAD 83)
 PV0246_MARKER: DB = BENCH MARK DISK
 PV0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0246_SP_SET: CONCRETE POST
 PV0246_STAMPING: X 34 1933
 PV0246_MARK LOGO: CGS   
 PV0246_PROJECTION: PROJECTING 14 CENTIMETERS
 PV0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0246+STABILITY: SURFACE MOTION
 PV0246
 PV0246  HISTORY     - Date     Condition        Report By
 PV0246  HISTORY     - 1933     MONUMENTED       CGS
 PV0246  HISTORY     - 1971     GOOD             USGS
 PV0246  HISTORY     - 1985     GOOD             NGS
 PV0246
 PV0246                          STATION DESCRIPTION
 PV0246
 PV0246'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0246'17.1 MI SW FROM GILLETTE.
 PV0246'16.2 MILES SOUTHWEST ALONG 4J ROAD FROM THE OLD CHICAGO,
 PV0246'BURLINGTON AND QUINCY RAILROAD STATION AT GILLETTE, CAMPBELL
 PV0246'COUNTY, 166 FT. NW OF THE E CENTERLINE OF 4J RD., 66 FT NW OF
 PV0246'RIGHT-A-WAY FENCE, AND 47 FT. NE OF THE DRIVE LEADING TO THE
 PV0246'LEE MANKIN, 4J RANCH.  A STANDARD DISK, STAMPED X34 1933 AND
 PV0246'SET IN A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 PV0246
 PV0246                          STATION RECOVERY (1985)
 PV0246
 PV0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0246'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  5.32 KM
 PV0246'(3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS IN
 PV0246'GILLETTE, THENCE 19.36 KM (12.03 MI) SOUTHWEST ALONG STATE HIGHWAY 50,
 PV0246'IN THE NORTHWEST CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING
 PV0246'WEST TO THE FOUR BAR J RANCH, ON THE OUTSIDE OF A LONG CURVE, 0.61 KM
 PV0246'(0.38 MI) NORTHEAST OF MILEPOST 17, 51.2 METERS (168 FT) WEST OF THE
 PV0246'HIGHWAY CENTERLINE, 14.6 METERS (48 FT) NORTH OF THE CENTER OF THE
 PV0246'ROAD, 23.5 METERS (77 FT) NORTHWEST OF THE NORTHWEST CORNER OF A METAL
 PV0246'CATTLE GUARD IN THE GRAVEL ROAD AND 20.1 METERS (66 FT) WEST OF THE
 PV0246'RIGHT OF WAY FENCE.
 PV0246'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0359 ***********************************************************************
 MQ0359  DESIGNATION -  X 340
 MQ0359  PID         -  MQ0359
 MQ0359  STATE/COUNTY-  WY/SWEETWATER
 MQ0359  USGS QUAD   -  GREEN RIVER (1980)
 MQ0359
 MQ0359                         *CURRENT SURVEY CONTROL
 MQ0359  ___________________________________________________________________
 MQ0359* NAD 83(1986)-  41 31 47.     (N)    109 22 53.     (W)     SCALED    
 MQ0359* NAVD 88     -      1874.017  (meters)    6148.34   (feet)  ADJUSTED  
 MQ0359  ___________________________________________________________________
 MQ0359  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 MQ0359  DYNAMIC HT  -        1872.397 (meters)    6143.02  (feet)  COMP
 MQ0359  MODELED GRAV-     979,692.8   (mgal)                       NAVD 88
 MQ0359
 MQ0359  VERT ORDER  -  FIRST     CLASS II
 MQ0359
 MQ0359.The horizontal coordinates were scaled from a topographic map and have
 MQ0359.an estimated accuracy of +/- 6 seconds.
 MQ0359
 MQ0359.The orthometric height was determined by differential leveling
 MQ0359.and adjusted by the National Geodetic Survey in June 1991..
 MQ0359
 MQ0359.The geoid height was determined by GEOID03.
 MQ0359
 MQ0359.The dynamic height is computed by dividing the NAVD 88
 MQ0359.geopotential number by the normal gravity value computed on the
 MQ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0359.degrees latitude (g = 980.6199 gals.).
 MQ0359
 MQ0359.The modeled gravity was interpolated from observed gravity values.
 MQ0359
 MQ0359;                    North         East    Units  Estimated Accuracy
 MQ0359;SPC WYWC     -   114,540.      547,310.      MT  (+/- 180 meters Scaled)
 MQ0359
 MQ0359                          SUPERSEDED SURVEY CONTROL
 MQ0359
 MQ0359  NGVD 29 (06/08/92) 1872.700  (m)         6144.02   (f) ADJUSTED    1 2
 MQ0359
 MQ0359.Superseded values are not recommended for survey control.
 MQ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0359.See file dsdata.txt to determine how the superseded data were derived.
 MQ0359
 MQ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL350988(NAD 83)
 MQ0359_MARKER: I = METAL ROD
 MQ0359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0359_SP_SET: STAINLESS STEEL ROD
 MQ0359_STAMPING: X 340 1983
 MQ0359_MARK LOGO: NGS   
 MQ0359_PROJECTION: FLUSH
 MQ0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0359_ROD/PIPE-DEPTH: 12.5 meters
 MQ0359
 MQ0359  HISTORY     - Date     Condition        Report By
 MQ0359  HISTORY     - 1983     MONUMENTED       NGS
 MQ0359
 MQ0359                          STATION DESCRIPTION
 MQ0359
 MQ0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0359'7.9 KM (4.9 MI) NE FROM GREEN RIVER.
 MQ0359'7.9 KM (4.9 MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0359'THE STATION IN GREEN RIVER, 50.3 METERS (165.0 FT) NORTH OF THE NEAR
 MQ0359'RAIL, 47.5 METERS (155.8 FT) NORTH OF THE NORTHEAST CORNER OF THE
 MQ0359'RAILROAD BRIDGE NUMBER 812.09, 26.9 METERS (88.3 FT) NORTH OF A
 MQ0359'UTILITY POLE, AND 9.8 METERS (32.2 FT) NORTH OF THE CENTER OF A DIRT
 MQ0359'ROAD.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0359'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 MQ0359'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0478 ***********************************************************************
 MP0478  DESIGNATION -  X 341
 MP0478  PID         -  MP0478
 MP0478  STATE/COUNTY-  WY/CARBON
 MP0478  USGS QUAD   -  WALCOTT (1982)
 MP0478
 MP0478                         *CURRENT SURVEY CONTROL
 MP0478  ___________________________________________________________________
 MP0478* NAD 83(1986)-  41 45 38.     (N)    106 50 42.     (W)     SCALED    
 MP0478* NAVD 88     -      2018.319  (meters)    6621.77   (feet)  ADJUSTED  
 MP0478  ___________________________________________________________________
 MP0478  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 MP0478  DYNAMIC HT  -        2016.569 (meters)    6616.03  (feet)  COMP
 MP0478  MODELED GRAV-     979,683.8   (mgal)                       NAVD 88
 MP0478
 MP0478  VERT ORDER  -  FIRST     CLASS II
 MP0478
 MP0478.The horizontal coordinates were scaled from a topographic map and have
 MP0478.an estimated accuracy of +/- 6 seconds.
 MP0478
 MP0478.The orthometric height was determined by differential leveling
 MP0478.and adjusted by the National Geodetic Survey in June 1991..
 MP0478
 MP0478.The geoid height was determined by GEOID03.
 MP0478
 MP0478.The dynamic height is computed by dividing the NAVD 88
 MP0478.geopotential number by the normal gravity value computed on the
 MP0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0478.degrees latitude (g = 980.6199 gals.).
 MP0478
 MP0478.The modeled gravity was interpolated from observed gravity values.
 MP0478
 MP0478;                    North         East    Units  Estimated Accuracy
 MP0478;SPC WYEC     -   240,100.      440,610.      MT  (+/- 180 meters Scaled)
 MP0478
 MP0478                          SUPERSEDED SURVEY CONTROL
 MP0478
 MP0478  NGVD 29 (06/08/92) 2017.128  (m)         6617.86   (f) ADJUSTED    1 2
 MP0478
 MP0478.Superseded values are not recommended for survey control.
 MP0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0478.See file dsdata.txt to determine how the superseded data were derived.
 MP0478
 MP0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG466248(NAD 83)
 MP0478_MARKER: I = METAL ROD
 MP0478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0478_SP_SET: STAINLESS STEEL ROD
 MP0478_STAMPING: X 341 1983
 MP0478_MARK LOGO: NGS   
 MP0478_PROJECTION: FLUSH
 MP0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0478_ROD/PIPE-DEPTH: 10.4 meters
 MP0478
 MP0478  HISTORY     - Date     Condition        Report By
 MP0478  HISTORY     - 1983     MONUMENTED       NGS
 MP0478
 MP0478                          STATION DESCRIPTION
 MP0478
 MP0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0478'IN WALCOTT.
 MP0478'IN WALCOTT, AT THE JUNCTION OF THE UNION PACIFIC RAILROAD AND A DIRT
 MP0478'ROAD, 59.7 METERS (195.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 MP0478'RAILROAD STATION, 48.2 METERS (158.1FT) SOUTH OF THE NEAR RAIL,
 MP0478'29.1 METERS (95.5 FT) NORTH OF A UTILITY POLE, 16.5 METERS (54.1 FT)
 MP0478'EAST OF THE CENTER OF THE DIRT ROAD, AND 12.3 METERS (40.4 FT) EAST OF
 MP0478'A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 MP0478'LOGO CAP.
 MP0478'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 MP0478'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0483 ***********************************************************************
 MP0483  DESIGNATION -  X 342
 MP0483  PID         -  MP0483
 MP0483  STATE/COUNTY-  WY/CARBON
 MP0483  USGS QUAD   -  DANA (1982)
 MP0483
 MP0483                         *CURRENT SURVEY CONTROL
 MP0483  ___________________________________________________________________
 MP0483* NAD 83(1986)-  41 50 27.     (N)    106 37 48.     (W)     SCALED    
 MP0483* NAVD 88     -      2116.157  (meters)    6942.76   (feet)  ADJUSTED  
 MP0483  ___________________________________________________________________
 MP0483  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 MP0483  DYNAMIC HT  -        2114.228 (meters)    6936.43  (feet)  COMP
 MP0483  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 MP0483
 MP0483  VERT ORDER  -  FIRST     CLASS II
 MP0483
 MP0483.The horizontal coordinates were scaled from a topographic map and have
 MP0483.an estimated accuracy of +/- 6 seconds.
 MP0483
 MP0483.The orthometric height was determined by differential leveling
 MP0483.and adjusted by the National Geodetic Survey in June 1991..
 MP0483
 MP0483.The geoid height was determined by GEOID03.
 MP0483
 MP0483.The dynamic height is computed by dividing the NAVD 88
 MP0483.geopotential number by the normal gravity value computed on the
 MP0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0483.degrees latitude (g = 980.6199 gals.).
 MP0483
 MP0483.The modeled gravity was interpolated from observed gravity values.
 MP0483
 MP0483;                    North         East    Units  Estimated Accuracy
 MP0483;SPC WYEC     -   249,140.      458,410.      MT  (+/- 180 meters Scaled)
 MP0483
 MP0483                          SUPERSEDED SURVEY CONTROL
 MP0483
 MP0483  NGVD 29 (06/08/92) 2114.877  (m)         6938.56   (f) ADJUSTED    1 2
 MP0483
 MP0483.Superseded values are not recommended for survey control.
 MP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0483.See file dsdata.txt to determine how the superseded data were derived.
 MP0483
 MP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG646333(NAD 83)
 MP0483_MARKER: DB = BENCH MARK DISK
 MP0483_SETTING: 66 = SET IN ROCK OUTCROP
 MP0483_SP_SET: ROCK OUTCROP
 MP0483_STAMPING: X 342 1983
 MP0483_MARK LOGO: NGS   
 MP0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0483+STABILITY: POSITION/ELEVATION WELL
 MP0483
 MP0483  HISTORY     - Date     Condition        Report By
 MP0483  HISTORY     - 1983     MONUMENTED       NGS
 MP0483
 MP0483                          STATION DESCRIPTION
 MP0483
 MP0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0483'6.7 KM (4.2 MI) WEST FROM HANNA.
 MP0483'6.7 KM (4.2 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0483'STATION IN HANNA, 0.4 KM (0.25 MI) SOUTHWEST OF MILEPOST 647, NEAR THE
 MP0483'CENTER OF THE NORTHWEST 1/2 OF A 10 BY 52 FT ROCK CUT, 5.5 METERS
 MP0483'(18.0 FT) SOUTHEAST OF THE NEAR RAIL, AND 7.0 METERS (23.0 FT)
 MP0483'SOUTHWEST OF THE NORTHEAST END OF THE CUT.
 MP0483'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 MP0483'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0967 ***********************************************************************
 MO0967  DESIGNATION -  X 343
 MO0967  PID         -  MO0967
 MO0967  STATE/COUNTY-  WY/ALBANY
 MO0967  USGS QUAD   -  LARAMIE (1978)
 MO0967
 MO0967                         *CURRENT SURVEY CONTROL
 MO0967  ___________________________________________________________________
 MO0967* NAD 83(1986)-  41 16 31.     (N)    105 30 35.     (W)     SCALED    
 MO0967* NAVD 88     -      2309.100  (meters)    7575.77   (feet)  ADJUSTED  
 MO0967  ___________________________________________________________________
 MO0967  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 MO0967  DYNAMIC HT  -        2307.046 (meters)    7569.03  (feet)  COMP
 MO0967  MODELED GRAV-     979,649.9   (mgal)                       NAVD 88
 MO0967
 MO0967  VERT ORDER  -  FIRST     CLASS II
 MO0967
 MO0967.The horizontal coordinates were scaled from a topographic map and have
 MO0967.an estimated accuracy of +/- 6 seconds.
 MO0967
 MO0967.The orthometric height was determined by differential leveling
 MO0967.and adjusted by the National Geodetic Survey in June 1991..
 MO0967
 MO0967.The geoid height was determined by GEOID03.
 MO0967
 MO0967.The dynamic height is computed by dividing the NAVD 88
 MO0967.geopotential number by the normal gravity value computed on the
 MO0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0967.degrees latitude (g = 980.6199 gals.).
 MO0967
 MO0967.The modeled gravity was interpolated from observed gravity values.
 MO0967
 MO0967;                    North         East    Units  Estimated Accuracy
 MO0967;SPC WY E     -    86,150.      171,260.      MT  (+/- 180 meters Scaled)
 MO0967
 MO0967                          SUPERSEDED SURVEY CONTROL
 MO0967
 MO0967  NGVD 29 (06/08/92) 2308.009  (m)         7572.19   (f) ADJUSTED    1 2
 MO0967
 MO0967.Superseded values are not recommended for survey control.
 MO0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0967.See file dsdata.txt to determine how the superseded data were derived.
 MO0967
 MO0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF573694(NAD 83)
 MO0967_MARKER: DB = BENCH MARK DISK
 MO0967_SETTING: 66 = SET IN ROCK OUTCROP
 MO0967_SP_SET: ROCK OUTCROP
 MO0967_STAMPING: X 343 1983
 MO0967_MARK LOGO: NGS   
 MO0967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0967+STABILITY: POSITION/ELEVATION WELL
 MO0967
 MO0967  HISTORY     - Date     Condition        Report By
 MO0967  HISTORY     - 1983     MONUMENTED       NGS
 MO0967  HISTORY     - 1983     GOOD             NGS
 MO0967
 MO0967                          STATION DESCRIPTION
 MO0967
 MO0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0967'9.4 KM (5.85 MI) SE FROM LARAMIE.
 MO0967'0.3 KM (0.2 MI) NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0967'STATION IN LARAMIE, THENCE 6.7 KM (4.15 MI) EASTERLY ALONG GRAND
 MO0967'AVENUE, THENCE 2.4 KM (1.5 MI) SOUTHEAST ALONG INTERSTATE HIGHWAY 80,
 MO0967'IN THE SOUTHEAST END OF A 9- BY 9-FT EXPOSED AREA OF OUTCROPPING
 MO0967'BDEROCK, 64.6 METERS (211.9 FT) NORTHWEST OF THE SOUTHEAST END OF A
 MO0967'HIGHWAY CUT, AND 30.5 METERS (100.1 FT) NORTHEAST OF THE CENTERLINE OF
 MO0967'THE EAST BOUND LANES OF THE HIGHWAY.
 MO0967'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 MO0967'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 MO0967
 MO0967                          STATION RECOVERY (1983)
 MO0967
 MO0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0942 ***********************************************************************
 MO0942  DESIGNATION -  X 344
 MO0942  PID         -  MO0942
 MO0942  STATE/COUNTY-  WY/LARAMIE
 MO0942  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0942
 MO0942                         *CURRENT SURVEY CONTROL
 MO0942  ___________________________________________________________________
 MO0942* NAD 83(1986)-  41 06 35.     (N)    104 48 01.     (W)     SCALED    
 MO0942* NAVD 88     -      1832.552  (meters)    6012.30   (feet)  ADJUSTED  
 MO0942  ___________________________________________________________________
 MO0942  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 MO0942  DYNAMIC HT  -        1830.955 (meters)    6007.06  (feet)  COMP
 MO0942  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 MO0942
 MO0942  VERT ORDER  -  FIRST     CLASS II
 MO0942
 MO0942.The horizontal coordinates were scaled from a topographic map and have
 MO0942.an estimated accuracy of +/- 6 seconds.
 MO0942
 MO0942.The orthometric height was determined by differential leveling
 MO0942.and adjusted by the National Geodetic Survey in June 1991..
 MO0942
 MO0942.The geoid height was determined by GEOID03.
 MO0942
 MO0942.The dynamic height is computed by dividing the NAVD 88
 MO0942.geopotential number by the normal gravity value computed on the
 MO0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0942.degrees latitude (g = 980.6199 gals.).
 MO0942
 MO0942.The modeled gravity was interpolated from observed gravity values.
 MO0942
 MO0942;                    North         East    Units  Estimated Accuracy
 MO0942;SPC WY E     -    67,770.      230,770.      MT  (+/- 180 meters Scaled)
 MO0942
 MO0942                          SUPERSEDED SURVEY CONTROL
 MO0942
 MO0942  NGVD 29 (06/08/92) 1831.537  (m)         6008.97   (f) ADJUSTED    1 2
 MO0942
 MO0942.Superseded values are not recommended for survey control.
 MO0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0942.See file dsdata.txt to determine how the superseded data were derived.
 MO0942
 MO0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF167509(NAD 83)
 MO0942_MARKER: I = METAL ROD
 MO0942_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0942_SP_SET: STAINLESS STEEL ROD
 MO0942_STAMPING: X 344 1983
 MO0942_MARK LOGO: NGS   
 MO0942_PROJECTION: FLUSH
 MO0942_MAGNETIC: N = NO MAGNETIC MATERIAL
 MO0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0942+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 MO0942_ROD/PIPE-DEPTH: 7.00 meters
 MO0942
 MO0942  HISTORY     - Date     Condition        Report By
 MO0942  HISTORY     - 1983     MONUMENTED       NGS
 MO0942  HISTORY     - 20041230 GOOD             WASHGP
 MO0942  HISTORY     - 20050421 GOOD             GEOCAC
 MO0942
 MO0942                          STATION DESCRIPTION
 MO0942
 MO0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0942'IN CHEYENNE.
 MO0942'IN CHEYENNE, AT THE JUNCTION OF U.S. HIGHWAY 85 AND ALLISON ROAD,
 MO0942'9.5 METERS (31.2 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 MO0942'OF THE HIGHWAY, 7.7 METERS (25.3 FT) NORTH OF THE CENTER OF THE ROAD,
 MO0942'AND 0.6 METER (2.0 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO THE
 MO0942'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MO0942'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 MO0942'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 MO0942
 MO0942                          STATION RECOVERY (2004)
 MO0942
 MO0942'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL INC 2004 (PAR)
 MO0942'RECOVERY NOTE BY WASHINGTON GROUP INTERNATIONAL, INC. 2004 (PAR)
 MO0942'TRANSPORTATION ACCESS BY CAR MARK IS IN SECTION 8, TOWNSHIP 13 NORTH,
 MO0942'RANGE 66 WEST, 6TH P.M. IN (SOUTH)  CHEYENNE, WYOMING.  MARK IS AT THE
 MO0942'JUNCTION OF U.S. HIGHWAY 85 WITH EAST  ALLISON ROAD.  OWNERSHIP --
 MO0942'LARAMIE COUNTY, WYOMING ROAD ROW
 MO0942' 
 MO0942'TO REACH FROM THE JUNCTION OF INTERSTATE 80 WITH U.S. HIGHWAY 85 IN
 MO0942'CHEYENNE,  WYOMING, GO SOUTHERLY ALONG ALONG U.S. HIGHWAY 85 1.1 KM
 MO0942'(0.7 MI) TO THE  JUNCTION WITH EAST ALLISON ROAD (IN ''SOUTH
 MO0942'CHEYENNE'') AND TO THE MARK ON THE  LEFT (IN THE NORTHEAST QUADRANT OF
 MO0942'THIS INTERSECTION).
 MO0942' 
 MO0942'MARK IS A STAINLESS STEEL ROD (WITHOUT GREASE SLEEVE) IN A 5 INCH LOGO
 MO0942'CAP,  STAMPED--X344 1983--, 9.5 METERS (31.2 FT) EAST OF THE CENTER OF
 MO0942'THE NORTH  BOUND LANES OF U.S. HIGHWAY 85, 7.7 METERS (25.3 FT) NORTH
 MO0942'OF THE CENTERLINE  OF EAST ALLISON ROAD, 0.6 METERS (2.0 FT) NORTH OF
 MO0942'A UTILITY POLE, 2.0 METERS  (6.5 FT) SOUTH OF A TRAFFIC SIGNAL POLE,
 MO0942'0.3 METERS (1.0 FT) WEST OF A  CARSONITE WITNESS POST. MARK IS ABOVE
 MO0942'LEVEL WITH THE ROAD.  THE HH2 GPS = N41-06-34.8, W104-48-01.9.
 MO0942
 MO0942                          STATION RECOVERY (2005)
 MO0942
 MO0942'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 MO0942'NAD 83 COORDINATES
 MO0942'41 05 49.7
 MO0942'104 48 01.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0415 ***********************************************************************
 MQ0415  DESIGNATION -  X 345
 MQ0415  PID         -  MQ0415
 MQ0415  STATE/COUNTY-  WY/SWEETWATER
 MQ0415  USGS QUAD   -  HALFWAY HOLLOW WEST (1987)
 MQ0415
 MQ0415                         *CURRENT SURVEY CONTROL
 MQ0415  ___________________________________________________________________
 MQ0415* NAD 83(1986)-  41 16 58.     (N)    109 37 41.     (W)     SCALED    
 MQ0415* NAVD 88     -      1902.477  (meters)    6241.71   (feet)  ADJUSTED  
 MQ0415  ___________________________________________________________________
 MQ0415  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 MQ0415  DYNAMIC HT  -        1900.799 (meters)    6236.20  (feet)  COMP
 MQ0415  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 MQ0415
 MQ0415  VERT ORDER  -  FIRST     CLASS II
 MQ0415
 MQ0415.The horizontal coordinates were scaled from a topographic map and have
 MQ0415.an estimated accuracy of +/- 6 seconds.
 MQ0415
 MQ0415.The orthometric height was determined by differential leveling
 MQ0415.and adjusted by the National Geodetic Survey in June 1991..
 MQ0415
 MQ0415.The geoid height was determined by GEOID03.
 MQ0415
 MQ0415.The dynamic height is computed by dividing the NAVD 88
 MQ0415.geopotential number by the normal gravity value computed on the
 MQ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0415.degrees latitude (g = 980.6199 gals.).
 MQ0415
 MQ0415.The modeled gravity was interpolated from observed gravity values.
 MQ0415
 MQ0415;                    North         East    Units  Estimated Accuracy
 MQ0415;SPC WYWC     -    87,300.      526,450.      MT  (+/- 180 meters Scaled)
 MQ0415
 MQ0415                          SUPERSEDED SURVEY CONTROL
 MQ0415
 MQ0415.No superseded survey control is available for this station.
 MQ0415
 MQ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL148710(NAD 83)
 MQ0415_MARKER: I = METAL ROD
 MQ0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0415_SP_SET: STAINLESS STEEL ROD
 MQ0415_STAMPING: X 345 1984
 MQ0415_MARK LOGO: NGS   
 MQ0415_PROJECTION: FLUSH
 MQ0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0415_ROD/PIPE-DEPTH: 3.1  meters
 MQ0415
 MQ0415  HISTORY     - Date     Condition        Report By
 MQ0415  HISTORY     - 1984     MONUMENTED       NGS
 MQ0415
 MQ0415                          STATION DESCRIPTION
 MQ0415
 MQ0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0415'35.1 KM (21.8 MI) SW FROM GREEN RIVER.
 MQ0415'35.1 KM (21.8 FT) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0415'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0415'IN GREEN RIVER, 0.7 KM (0.45 MI) NORTH OF MILEPOST 23, 1.2 KM
 MQ0415'(0.75 MI) SOUTHWEST OF A DIRT ROAD LEADING NORTHEAST TO CONFLUENCE
 MQ0415'BLACK FORK, 76.5 M (251.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 MQ0415'HIGHWAY, AND 1.2 M (3.9 FT) SOUTH OF UTILITY POLE NUMBER 18 45 00.
 MQ0415'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0415'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 MQ0415'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9030 ***********************************************************************
 AD9030  DESIGNATION -  X 346
 AD9030  PID         -  AD9030
 AD9030  STATE/COUNTY-  WY/CROOK
 AD9030  USGS QUAD   -  KRUGER LAKE (1984)
 AD9030
 AD9030                         *CURRENT SURVEY CONTROL
 AD9030  ___________________________________________________________________
 AD9030* NAD 83(1986)-  44 51 13.     (N)    104 07 39.     (W)     SCALED    
 AD9030* NAVD 88     -      1014.842  (meters)    3329.53   (feet)  ADJUSTED  
 AD9030  ___________________________________________________________________
 AD9030  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 AD9030  DYNAMIC HT  -        1014.581 (meters)    3328.67  (feet)  COMP
 AD9030  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 AD9030
 AD9030  VERT ORDER  -  FIRST     CLASS II
 AD9030
 AD9030.The horizontal coordinates were scaled from a topographic map and have
 AD9030.an estimated accuracy of +/- 6 seconds.
 AD9030
 AD9030.The orthometric height was determined by differential leveling
 AD9030.and adjusted by the National Geodetic Survey in July 1998..
 AD9030
 AD9030.The geoid height was determined by GEOID03.
 AD9030
 AD9030.The dynamic height is computed by dividing the NAVD 88
 AD9030.geopotential number by the normal gravity value computed on the
 AD9030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9030.degrees latitude (g = 980.6199 gals.).
 AD9030
 AD9030.The modeled gravity was interpolated from observed gravity values.
 AD9030
 AD9030;                    North         East    Units  Estimated Accuracy
 AD9030;SPC WY E     -   484,120.      282,140.      MT  (+/- 180 meters Scaled)
 AD9030
 AD9030                          SUPERSEDED SURVEY CONTROL
 AD9030
 AD9030.No superseded survey control is available for this station.
 AD9030
 AD9030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK689670(NAD 83)
 AD9030_MARKER: I = METAL ROD
 AD9030_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9030_STAMPING: X 346 1995
 AD9030_MARK LOGO: NGS   
 AD9030_PROJECTION: FLUSH
 AD9030_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9030+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9030_ROD/PIPE-DEPTH: 1.7  meters
 AD9030_SLEEVE-DEPTH  : 0.9 meters
 AD9030
 AD9030  HISTORY     - Date     Condition        Report By
 AD9030  HISTORY     - 1995     MONUMENTED       NGS
 AD9030
 AD9030                          STATION DESCRIPTION
 AD9030
 AD9030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9030'29.0 KM (18.00 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9030'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, SOUTH DAKOTA, 37.3 M
 AD9030'(122.4 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY, 22.1 M (72.5 FT)
 AD9030'SOUTHWEST OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AD9030'THE HIGHWAY, AND 0.7 M (2.3 FT) NORTHEAST OF A WITNESS POST AND
 AD9030'T-FENCE CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AD9030'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AD9030'CLASS A MARK.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0420 ***********************************************************************
 PV0420  DESIGNATION -  X 353
 PV0420  PID         -  PV0420
 PV0420  STATE/COUNTY-  WY/CROOK
 PV0420  USGS QUAD   -  MOORCROFT (1984)
 PV0420
 PV0420                         *CURRENT SURVEY CONTROL
 PV0420  ___________________________________________________________________
 PV0420* NAD 83(1986)-  44 15 47.     (N)    104 56 54.     (W)     SCALED    
 PV0420* NAVD 88     -      1296.920  (meters)    4254.98   (feet)  ADJUSTED  
 PV0420  ___________________________________________________________________
 PV0420  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 PV0420  DYNAMIC HT  -        1296.396 (meters)    4253.26  (feet)  COMP
 PV0420  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 PV0420
 PV0420  VERT ORDER  -  FIRST     CLASS II
 PV0420
 PV0420.The horizontal coordinates were scaled from a topographic map and have
 PV0420.an estimated accuracy of +/- 6 seconds.
 PV0420
 PV0420.The orthometric height was determined by differential leveling
 PV0420.and adjusted by the National Geodetic Survey in September 1993..
 PV0420
 PV0420.The geoid height was determined by GEOID03.
 PV0420
 PV0420.The dynamic height is computed by dividing the NAVD 88
 PV0420.geopotential number by the normal gravity value computed on the
 PV0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0420.degrees latitude (g = 980.6199 gals.).
 PV0420
 PV0420.The modeled gravity was interpolated from observed gravity values.
 PV0420
 PV0420;                    North         East    Units  Estimated Accuracy
 PV0420;SPC WY E     -   418,000.      217,430.      MT  (+/- 180 meters Scaled)
 PV0420
 PV0420                          SUPERSEDED SURVEY CONTROL
 PV0420
 PV0420  NAVD 88 (06/15/91) 1296.924  (m)         4254.99   (f) UNKNOWN     1 2
 PV0420
 PV0420.Superseded values are not recommended for survey control.
 PV0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0420.See file dsdata.txt to determine how the superseded data were derived.
 PV0420
 PV0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK041010(NAD 83)
 PV0420_MARKER: DV = VERTICAL CONTROL DISK
 PV0420_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PV0420_SP_SET: BUILDING
 PV0420_STAMPING: X 353 1985
 PV0420_MARK LOGO: NGS   
 PV0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0420+STABILITY: POSITION/ELEVATION WELL
 PV0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0420+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1991
 PV0420
 PV0420  HISTORY     - Date     Condition        Report By
 PV0420  HISTORY     - 1985     MONUMENTED       NGS
 PV0420  HISTORY     - 19910828 GOOD             NGS
 PV0420
 PV0420                          STATION DESCRIPTION
 PV0420
 PV0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0420'IN MOORCROFT.
 PV0420'THE MARK IS 2.4 M ABOVE THE AVENUE.
 PV0420'IN MOORCROFT, SET VERTICALLY IN THE AND 0.15 METER (0.5 FT) EAST OF
 PV0420'THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE 3-STORY BRICK
 PV0420'MOORCROFT HIGH SCHOOL, 50.3 METERS (165 FT) SOUTH OF THE SOUTH CURB OF
 PV0420'CONVERSE STREET, 8.4 METERS (27.5 FT) EAST OF THE EAST CURB OF BELLE
 PV0420'FOURCHE AVENUE, 1.5 METERS (5 FT) WEST OF THE WEST EDGE OF A DOORWAY
 PV0420'AND 1.2 METERS (4 FT) ABOVE THE GROUND.
 PV0420
 PV0420                          STATION RECOVERY (1991)
 PV0420
 PV0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PV0420'IN MOORCROFT, AT THE INTERSECTION OF CONVERSE STREET AND BELLE
 PV0420'FOURCHE AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE 3 STORY
 PV0420'SECTION OF THE MOORCROFT ELEMENTARY SCHOOL, 57.8 M (189.6 FT) SOUTH
 PV0420'OF THE CENTER OF THE STREET, 19.3 M (63.3 FT) EAST OF THE CENTER OF
 PV0420'THE AVENUE, 16.1 M (52.8 FT) NORTH OF THE CENTER OF THE WEST ENTRANCE
 PV0420'TO THE GYMNASIUM, 1.6 M (5.2 FT) ABOVE THE LEVEL OF THE AVENUE, AND
 PV0420'0.2 M (0.7 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0292 ***********************************************************************
 OU0292  DESIGNATION -  X 354
 OU0292  PID         -  OU0292
 OU0292  STATE/COUNTY-  WY/CAMPBELL
 OU0292  USGS QUAD   -  PERSSON DRAW (1984)
 OU0292
 OU0292                         *CURRENT SURVEY CONTROL
 OU0292  ___________________________________________________________________
 OU0292* NAD 83(1986)-  43 59 51.     (N)    105 43 27.     (W)     SCALED    
 OU0292* NAVD 88     -      1547.146  (meters)    5075.93   (feet)  ADJUSTED  
 OU0292  ___________________________________________________________________
 OU0292  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 OU0292  DYNAMIC HT  -        1546.367 (meters)    5073.37  (feet)  COMP
 OU0292  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 OU0292
 OU0292  VERT ORDER  -  FIRST     CLASS II
 OU0292
 OU0292.The horizontal coordinates were scaled from a topographic map and have
 OU0292.an estimated accuracy of +/- 6 seconds.
 OU0292
 OU0292.The orthometric height was determined by differential leveling
 OU0292.and adjusted by the National Geodetic Survey in June 1991..
 OU0292
 OU0292.The geoid height was determined by GEOID03.
 OU0292
 OU0292.The dynamic height is computed by dividing the NAVD 88
 OU0292.geopotential number by the normal gravity value computed on the
 OU0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0292.degrees latitude (g = 980.6199 gals.).
 OU0292
 OU0292.The modeled gravity was interpolated from observed gravity values.
 OU0292
 OU0292;                    North         East    Units  Estimated Accuracy
 OU0292;SPC WY E     -   388,620.      155,290.      MT  (+/- 180 meters Scaled)
 OU0292
 OU0292                          SUPERSEDED SURVEY CONTROL
 OU0292
 OU0292  NGVD 29 (06/08/92) 1546.356  (m)         5073.34   (f) ADJUSTED    1 2
 OU0292
 OU0292.Superseded values are not recommended for survey control.
 OU0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0292.See file dsdata.txt to determine how the superseded data were derived.
 OU0292
 OU0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ419718(NAD 83)
 OU0292_MARKER: I = METAL ROD
 OU0292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0292_SP_SET: STAINLESS STEEL ROD
 OU0292_STAMPING: X 354 1985
 OU0292_MARK LOGO: NGS   
 OU0292_PROJECTION: FLUSH
 OU0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0292_ROD/PIPE-DEPTH: 6.1  meters
 OU0292
 OU0292  HISTORY     - Date     Condition        Report By
 OU0292  HISTORY     - 1985     MONUMENTED       NGS
 OU0292
 OU0292                          STATION DESCRIPTION
 OU0292
 OU0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0292'15.6 KM (9.7 MI) NORTH FROM SAVAGETON.
 OU0292'15.6 KM (9.7 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0292'SAVAGETON ROAD AT SAVAGETON, IN THE NORTHEAST CORNER OF THE T JUNCTION
 OU0292'OF A TRACK ROAD LEADING EAST, IN THE CENTER OF A DOUBLE WOODEN POST
 OU0292'BRACE FOR THE NORTH END OF A WIRE GATE IN THE RIGHT OF WAY FENCE, 0.59
 OU0292'KM (0.37 MI) NORTH OF MILEPOST 26, 29.9 METERS (98 FT) EAST OF THE
 OU0292'HIGHWAY CENTERLINE, 4.9 METERS (16 FT) NORTH OF THE CENTER OF THE ROAD
 OU0292'AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 OU0292'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0292'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 OU0292'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0342 ***********************************************************************
 PV0342  DESIGNATION -  X 355
 PV0342  PID         -  PV0342
 PV0342  STATE/COUNTY-  WY/CAMPBELL
 PV0342  USGS QUAD   -  GILLETTE WEST (1971)
 PV0342
 PV0342                         *CURRENT SURVEY CONTROL
 PV0342  ___________________________________________________________________
 PV0342* NAD 83(1986)-  44 17 22.     (N)    105 31 02.     (W)     SCALED    
 PV0342* NAVD 88     -      1414.499  (meters)    4640.74   (feet)  ADJUSTED  
 PV0342  ___________________________________________________________________
 PV0342  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0342  DYNAMIC HT  -        1413.916 (meters)    4638.82  (feet)  COMP
 PV0342  MODELED GRAV-     980,155.5   (mgal)                       NAVD 88
 PV0342
 PV0342  VERT ORDER  -  FIRST     CLASS II
 PV0342
 PV0342.The horizontal coordinates were scaled from a topographic map and have
 PV0342.an estimated accuracy of +/- 6 seconds.
 PV0342
 PV0342.The orthometric height was determined by differential leveling
 PV0342.and adjusted by the National Geodetic Survey in June 1991..
 PV0342
 PV0342.The geoid height was determined by GEOID03.
 PV0342
 PV0342.The dynamic height is computed by dividing the NAVD 88
 PV0342.geopotential number by the normal gravity value computed on the
 PV0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0342.degrees latitude (g = 980.6199 gals.).
 PV0342
 PV0342.The modeled gravity was interpolated from observed gravity values.
 PV0342
 PV0342;                    North         East    Units  Estimated Accuracy
 PV0342;SPC WY E     -   420,970.      172,020.      MT  (+/- 180 meters Scaled)
 PV0342
 PV0342                          SUPERSEDED SURVEY CONTROL
 PV0342
 PV0342.No superseded survey control is available for this station.
 PV0342
 PV0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK587041(NAD 83)
 PV0342_MARKER: DB = BENCH MARK DISK
 PV0342_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PV0342_SP_SET: BUILDING
 PV0342_STAMPING: X 355 1985
 PV0342_MARK LOGO: NGS   
 PV0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0342+STABILITY: POSITION/ELEVATION WELL
 PV0342
 PV0342  HISTORY     - Date     Condition        Report By
 PV0342  HISTORY     - 1985     MONUMENTED       NGS
 PV0342
 PV0342                          STATION DESCRIPTION
 PV0342
 PV0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0342'IN GILLETTE.
 PV0342'IN GILLETTE, SET VERTICALLY IN THE SOUTHEAST FACE AT THE EAST CORNER
 PV0342'OF THE CONCRETE FOUNDATION OF THE CAMPBELL COUNTY MEMORIAL HOSPITAL,
 PV0342'16.5 METERS (54 FT) NORTH OF THE NORTH EDGE OF THE EMPLOYEE PARKING
 PV0342'LOT, 7.2 METERS (23.5 FT) SOUTH OF THE SOUTH FACE OF A LONE STAIRWELL
 PV0342'DOOR,   AND 0.2 METER (0.8 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 PV0342'FOUNDATION.
 PV0342'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0282 ***********************************************************************
 OV0282  DESIGNATION -  X 356
 OV0282  PID         -  OV0282
 OV0282  STATE/COUNTY-  WY/NATRONA
 OV0282  USGS QUAD   -  EDGERTON (1984)
 OV0282
 OV0282                         *CURRENT SURVEY CONTROL
 OV0282  ___________________________________________________________________
 OV0282* NAD 83(1986)-  43 28 30.     (N)    106 12 12.     (W)     SCALED    
 OV0282* NAVD 88     -      1562.454  (meters)    5126.15   (feet)  ADJUSTED  
 OV0282  ___________________________________________________________________
 OV0282  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 OV0282  DYNAMIC HT  -        1561.554 (meters)    5123.20  (feet)  COMP
 OV0282  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 OV0282
 OV0282  VERT ORDER  -  FIRST     CLASS II
 OV0282
 OV0282.The horizontal coordinates were scaled from a topographic map and have
 OV0282.an estimated accuracy of +/- 6 seconds.
 OV0282
 OV0282.The orthometric height was determined by differential leveling
 OV0282.and adjusted by the National Geodetic Survey in June 1991..
 OV0282
 OV0282.The geoid height was determined by GEOID03.
 OV0282
 OV0282.The dynamic height is computed by dividing the NAVD 88
 OV0282.geopotential number by the normal gravity value computed on the
 OV0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0282.degrees latitude (g = 980.6199 gals.).
 OV0282
 OV0282.The modeled gravity was interpolated from observed gravity values.
 OV0282
 OV0282;                    North         East    Units  Estimated Accuracy
 OV0282;SPC WYEC     -   431,040.      491,420.      MT  (+/- 180 meters Scaled)
 OV0282
 OV0282                          SUPERSEDED SURVEY CONTROL
 OV0282
 OV0282  NGVD 29 (06/08/92) 1561.612  (m)         5123.39   (f) ADJUSTED    1 2
 OV0282
 OV0282.Superseded values are not recommended for survey control.
 OV0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0282.See file dsdata.txt to determine how the superseded data were derived.
 OV0282
 OV0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ026142(NAD 83)
 OV0282_MARKER: I = METAL ROD
 OV0282_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OV0282+WITH SETTING: INFORMATION.
 OV0282_SP_SET: SHALLOW-SET METAL ROD
 OV0282_STAMPING: X 356 1985
 OV0282_MARK LOGO: NGS   
 OV0282_PROJECTION: FLUSH
 OV0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0282_ROD/PIPE-DEPTH: 1.5  meters
 OV0282
 OV0282  HISTORY     - Date     Condition        Report By
 OV0282  HISTORY     - 1985     MONUMENTED       NGS
 OV0282
 OV0282                          STATION DESCRIPTION
 OV0282
 OV0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0282'10.2 KM (6.35 MI) NE FROM MIDWEST.
 OV0282'10.23 KM (6.36 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE JUNCTION
 OV0282'OF STATE HIGHWAY 259 AT MIDWEST, IN THE NORTHWEST CORNER OF THE
 OV0282'JUNCTION OF A DIRT ROAD, 0.71 KM (0.44 MI) NORTH OF A SUMMIT, 0.40 KM
 OV0282'(0.25 MI) NORTH OF MILEPOST 106, 29.6 METERS (97 FT) WEST OF THE
 OV0282'HIGHWAY CENTERLINE, 14.3 METERS (47 FT) NORTH OF THE CENTER OF A DIRT
 OV0282'ROAD, 12.3 METERS (40.5 FT) NORTH OF THE NORTH END OF A IRON GATE IN
 OV0282'THE RIGHT OF WAY FENCE AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY
 OV0282'FENCE.  ROD SET TO 5 FOOT ANCHORED REFUSAL.
 OV0282'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OV0282'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0380 ***********************************************************************
 PV0380  DESIGNATION -  X 357
 PV0380  PID         -  PV0380
 PV0380  STATE/COUNTY-  WY/CAMPBELL
 PV0380  USGS QUAD   -  WESTON (1972)
 PV0380
 PV0380                         *CURRENT SURVEY CONTROL
 PV0380  ___________________________________________________________________
 PV0380* NAD 83(1986)-  44 41 27.     (N)    105 21 34.     (W)     SCALED    
 PV0380* NAVD 88     -      1120.162  (meters)    3675.06   (feet)  ADJUSTED  
 PV0380  ___________________________________________________________________
 PV0380  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 PV0380  DYNAMIC HT  -        1119.788 (meters)    3673.84  (feet)  COMP
 PV0380  MODELED GRAV-     980,245.1   (mgal)                       NAVD 88
 PV0380
 PV0380  VERT ORDER  -  FIRST     CLASS II
 PV0380
 PV0380.The horizontal coordinates were scaled from a topographic map and have
 PV0380.an estimated accuracy of +/- 6 seconds.
 PV0380
 PV0380.The orthometric height was determined by differential leveling
 PV0380.and adjusted by the National Geodetic Survey in June 1991..
 PV0380
 PV0380.The geoid height was determined by GEOID03.
 PV0380
 PV0380.The dynamic height is computed by dividing the NAVD 88
 PV0380.geopotential number by the normal gravity value computed on the
 PV0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0380.degrees latitude (g = 980.6199 gals.).
 PV0380
 PV0380.The modeled gravity was interpolated from observed gravity values.
 PV0380
 PV0380;                    North         East    Units  Estimated Accuracy
 PV0380;SPC WY E     -   465,530.      184,720.      MT  (+/- 180 meters Scaled)
 PV0380
 PV0380                          SUPERSEDED SURVEY CONTROL
 PV0380
 PV0380.No superseded survey control is available for this station.
 PV0380
 PV0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK715486(NAD 83)
 PV0380_MARKER: I = METAL ROD
 PV0380_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PV0380_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PV0380_STAMPING: X 357 1985
 PV0380_MARK LOGO: NGS   
 PV0380_PROJECTION: FLUSH
 PV0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0380+STABILITY: POSITION/ELEVATION WELL
 PV0380_ROD/PIPE-DEPTH: 11.0 meters
 PV0380_SLEEVE-DEPTH  : 7.0 meters
 PV0380
 PV0380  HISTORY     - Date     Condition        Report By
 PV0380  HISTORY     - 1985     MONUMENTED       NGS
 PV0380
 PV0380                          STATION DESCRIPTION
 PV0380
 PV0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0380'48.4 KM (30.1 MI) SOUTH FROM BIDDLE MONTANA.
 PV0380'48.38 KM (30.07 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0380'SCHOOL AT BIDDLE MONTANA, IN THE EAST CORNER OF THE T JUNCTION OF A
 PV0380'DIRT ROAD LEADING NORTHEAST, EAST ACROSS THE HIGHWAY FROM THE EAST END
 PV0380'OF A SMALL EARTHERN DAM, 29.7 METERS (97.5 FT) NORTHEAST OF THE
 PV0380'HIGHWAY CENTERLINE, 64.9 METERS (213 FT) EAST-SOUTHEAST OF MILEPOST
 PV0380'148, 31.4 METERS (103 FT) SOUTHEAST OF THE CENTER OF THE ROAD,
 PV0380'23.9 METERS (78.5 FT) EAST OF THE SOUTHEAST END OF A 12-INCH PIPE
 PV0380'CULVERT UNDER THE DIRT ROAD, AND 0.8 METER (2.5 FT) SOUTHWEST OF THE
 PV0380'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 PV0380'5-INCH LOGO CAP.
 PV0380'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PV0380'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0289 ***********************************************************************
 OV0289  FBN         -  This is a Federal Base Network Control Station.
 OV0289  DESIGNATION -  X 358
 OV0289  PID         -  OV0289
 OV0289  STATE/COUNTY-  WY/NATRONA
 OV0289  USGS QUAD   -  MIDWEST (1978)
 OV0289
 OV0289                         *CURRENT SURVEY CONTROL
 OV0289  ___________________________________________________________________
 OV0289* NAD 83(1993)-  43 24 40.88959(N)    106 15 25.33570(W)     ADJUSTED  
 OV0289* NAVD 88     -      1491.495  (meters)    4893.35   (feet)  ADJUSTED  
 OV0289  ___________________________________________________________________
 OV0289  X           -  -1,299,440.705 (meters)                     COMP
 OV0289  Y           -  -4,456,141.599 (meters)                     COMP
 OV0289  Z           -   4,361,828.374 (meters)                     COMP
 OV0289  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 OV0289  ELLIP HEIGHT-        1477.69  (meters)          (02/28/01) GPS OBS
 OV0289  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 OV0289  DYNAMIC HT  -        1490.673 (meters)    4890.65  (feet)  COMP
 OV0289  MODELED GRAV-     980,016.7   (mgal)                       NAVD 88
 OV0289
 OV0289  HORZ ORDER  -  B
 OV0289  VERT ORDER  -  FIRST     CLASS II
 OV0289  ELLP ORDER  -  SECOND    CLASS I
 OV0289
 OV0289.The horizontal coordinates were established by GPS observations
 OV0289.and adjusted by the National Geodetic Survey in October 1994..
 OV0289
 OV0289.The orthometric height was determined by differential leveling
 OV0289.and adjusted by the National Geodetic Survey in June 1991..
 OV0289
 OV0289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OV0289
 OV0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 OV0289
 OV0289.The ellipsoidal height was determined by GPS observations
 OV0289.and is referenced to NAD 83.
 OV0289
 OV0289.The geoid height was determined by GEOID03.
 OV0289
 OV0289.The dynamic height is computed by dividing the NAVD 88
 OV0289.geopotential number by the normal gravity value computed on the
 OV0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0289.degrees latitude (g = 980.6199 gals.).
 OV0289
 OV0289.The modeled gravity was interpolated from observed gravity values.
 OV0289
 OV0289;                    North         East     Units Scale Factor Converg.
 OV0289;SPC WYEC     -   423,914.175   487,169.302   MT  1.00003093   +0 44 23.0
 OV0289;UTM  13      - 4,807,264.382   398,226.617   MT  0.99972741   -0 51 50.2
 OV0289
 OV0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OV0289!SPC WYEC     -   0.99976833  x   1.00003093  =   0.99979925
 OV0289!UTM  13      -   0.99976833  x   0.99972741  =   0.99949580
 OV0289
 OV0289                          SUPERSEDED SURVEY CONTROL
 OV0289
 OV0289  ELLIP H (10/19/94) 1477.75   (m)                       GP(       ) 4 1
 OV0289  NAVD 88 (10/19/94) 1491.50   (m)         4893.4    (f) LEVELING    3  
 OV0289  NGVD 29 (06/08/92) 1490.694  (m)         4890.72   (f) ADJUSTED    1 2
 OV0289
 OV0289.Superseded values are not recommended for survey control.
 OV0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0289.See file dsdata.txt to determine how the superseded data were derived.
 OV0289
 OV0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ9822707264(NAD 83)
 OV0289_MARKER: I = METAL ROD
 OV0289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0289_SP_SET: STAINLESS STEEL ROD
 OV0289_STAMPING: X 358 1985
 OV0289_MARK LOGO: NGS   
 OV0289_PROJECTION: FLUSH
 OV0289_MAGNETIC: N = NO MAGNETIC MATERIAL
 OV0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OV0289+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2001
 OV0289_ROD/PIPE-DEPTH: 17.1 meters
 OV0289
 OV0289  HISTORY     - Date     Condition        Report By
 OV0289  HISTORY     - 1985     MONUMENTED       NGS
 OV0289  HISTORY     - 19931015 GOOD             NGS
 OV0289  HISTORY     - 19991028 GOOD             NGS
 OV0289  HISTORY     - 20010827 GOOD             WYHD
 OV0289
 OV0289                          STATION DESCRIPTION
 OV0289
 OV0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0289'1.0 KM (0.6 MI) NE FROM MIDWEST.
 OV0289'1.04 KM (0.65 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE JUNCTION
 OV0289'OF STATE HIGHWAY 259 AT MIDWEST, IN THE INSIDE CORNER OF THE SOUTH ONE
 OV0289'OF A DOUBLE RIGHT ANGLE OFFSET IN THE RIGHT OF WAY FENCE, AT THE
 OV0289'SOUTHEAST CORNER OF THE T JUNCTION OF COUNTY ROAD 117 LEADING
 OV0289'SOUTHEAST TO EDGERTON, 34.4 METERS (113 FT) SOUTH OF THE HIGHWAY
 OV0289'CENTERLINE, 75.0 METERS (246 FT) EAST OF THE CENTER OF THE COUNTY
 OV0289'ROAD, 4.6 METERS (15 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WEST
 OV0289'ONE OF TWO 12 BY 12 FOOT ABANDONDED CONCRETE PADS, 0.6 METER (2 FT)
 OV0289'NORTHWEST OF THE INSIDE BRACED WOODEN POST AND 0.5 METER (1.5 FT)
 OV0289'NORTH OF THE EAST-WEST PORTION OF THE RIGHT OF WAY FENCE.
 OV0289'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 OV0289'THE MARK IS 2.5 M BELOW THE HIGHWAY.
 OV0289
 OV0289                          STATION RECOVERY (1993)
 OV0289
 OV0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 OV0289'STATION IS LOCATED ABOUT 1 KM (0.60 MI) EAST OF MIDWEST, ANDON THE
 OV0289'WESTERN EDGE OF EDGERTON, ALONG STATE HIGHWAY 387, ON THE
 OV0289'RIGHT-OF-WAY, IN A DIP, AT A JOG IN THE RIGHT-OF-WAY FENCE, AT AN
 OV0289'INTERIOR FENCE CORNER AT SEVERAL SMALL CONCRETE PADS, IN THE NORTHEAST
 OV0289'1/4 OF SECTION 30, T 40 N, R 78 W. OWNERSHIP--WYOMING DEPARTMENT OF
 OV0289'TRANSPORTATION. TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 OV0289'INTERSTATE HIGHWAY 25 AND STATE HIGHWAY 387 (EXIT 227), ABOUT 9 KM
 OV0289'(5.60 MI) NORTHWEST OF MIDWEST, GO EASTERLY ON HIGHWAY 387 FOR 10.58
 OV0289'KM (6.55 MI) TO ITS JUNCTION WITH STATE HIGHWAY 259 AT MIDWEST.  TURN
 OV0289'LEFT, EAST, ON HIGHWAY 387 FOR 0.96 KM (0.60 MI) TO COUNTY ROAD 117 ON
 OV0289'THE RIGHT. CONTINUE AHEAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 OV0289'RIGHT. STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED
 OV0289'IN A PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE
 OV0289'GROUND. IT IS 76 M (249.3 FT) EAST OF ROAD 117, 34.2 M (112.2 FT)
 OV0289'SOUTH OF, AND 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY CENTER, 0.3 M (1.0
 OV0289'FT) EAST OF A FIBERGLASS WITNESS POST, 0.5 M (1.6 FT) NORTHWEST OF AN
 OV0289'INTERIOR FENCE CORNER, 10.4 M (34.1 FT) SOUTH OF AN EXTERIOR FENCE
 OV0289'CORNER, AND 4.7 M (15.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 OV0289'WEST ONE OF TWO 3 M (9.8 FT) SQUARE CONCRETE PADS. DESCRIBED BY
 OV0289'G.R.HEID
 OV0289
 OV0289                          STATION RECOVERY (1999)
 OV0289
 OV0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OV0289'THE STATION IS LOCATED ABOUT 1 KM (0.60 MI) EAST OF MIDWEST, ON THE
 OV0289'WESTERN EDGE OF EDGERTON, ALONG STATE HIGHWAY 387, IN A DIP AT A JOG
 OV0289'IN A RIGHT-OF-WAY FENCE AT IN INTERIOR FENCE CORNER NEAR SEVERAL SMALL
 OV0289'CONCRETE PADS.  OWNERSHIP--WYDOT HIGHWAY RIGHT-OF-WAY.  TO REACH THE
 OV0289'STATION FROM THE UNDERPASS AT THE JUNCTION INTERSTATE HIGHWAY 25 AND
 OV0289'STATE HIGHWAY 387 (EXIT 227) , ABOUT 9 KM (5.60 MI) NORTHWEST OF
 OV0289'MIDWEST, GO EASTERLY ON HIGHWAY 387 FOR 10.58 KM (6.55 MI) TO THE
 OV0289'JUNCTION WITH STATE HWY 259 AT MIDWEST.  TURN LEFT AND GO EAST ON HWY
 OV0289'387 FOR 0.96 KM (0.60 MI) TO COUNTY ROAD 117 ON THE RIGHT, CONTINUE
 OV0289'AHEAD FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION
 OV0289'MARK IS A PUNCH MARK IN THE TOP CENTER OF A DATUM POINT CRIMPED TO THE
 OV0289'TOP OF A STAINLESS STEEL ROD ENCASED IN A PVC PIPE WITH AN ALUMINUM
 OV0289'ACCESS COVER ANCHORED IN CONCRETE AND FLUSH WITH THE GROUND.  IT IS,
 OV0289'76 M (249.3 FT) EAST OF COUNTY ROAD 117, 34.2 M (112.2 FT) SOUTH OF
 OV0289'AND 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY CENTER, 0.3 M (1.0 FT) EAST
 OV0289'OF A FIBERGLASS WITNESS POST, 0.5 M (1.6 FT) NORTHWEST OF AN INTERIOR
 OV0289'FENCE CORNER, 10.4 M (34.1 FT) SOUTH OF AN EXTERIOR FENCE CORNER AND
 OV0289'4.7 M (15.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WEST ONE OF
 OV0289'TWO 3 M (9.8 FT) SQUARE CONCRETE PADS.  NOTE--THE STATION IS NOW
 OV0289'SURROUNDED BY 3 METAL I-BEAM POSTS.  DESCRIBED BY J.D.  DIMARE.
 OV0289
 OV0289                          STATION RECOVERY (2001)
 OV0289
 OV0289'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JE)
 OV0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0327 ***********************************************************************
 PW0327  DESIGNATION -  X 36
 PW0327  PID         -  PW0327
 PW0327  STATE/COUNTY-  WY/WASHAKIE
 PW0327  USGS QUAD   -  WILD HORSE HILL (1967)
 PW0327
 PW0327                         *CURRENT SURVEY CONTROL
 PW0327  ___________________________________________________________________
 PW0327* NAD 83(1986)-  44 00 59.     (N)    107 30 07.     (W)     SCALED    
 PW0327* NAVD 88     -      1425.692  (meters)    4677.46   (feet)  ADJUSTED  
 PW0327  ___________________________________________________________________
 PW0327  GEOID HEIGHT-         -11.20  (meters)                     GEOID03
 PW0327  DYNAMIC HT  -        1425.040 (meters)    4675.32  (feet)  COMP
 PW0327  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 PW0327
 PW0327  VERT ORDER  -  FIRST     CLASS II
 PW0327
 PW0327.The horizontal coordinates were scaled from a topographic map and have
 PW0327.an estimated accuracy of +/- 6 seconds.
 PW0327
 PW0327.The orthometric height was determined by differential leveling
 PW0327.and adjusted by the National Geodetic Survey in June 1991..
 PW0327
 PW0327.The geoid height was determined by GEOID03.
 PW0327
 PW0327.The dynamic height is computed by dividing the NAVD 88
 PW0327.geopotential number by the normal gravity value computed on the
 PW0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0327.degrees latitude (g = 980.6199 gals.).
 PW0327
 PW0327.The modeled gravity was interpolated from observed gravity values.
 PW0327
 PW0327;                    North         East    Units  Estimated Accuracy
 PW0327;SPC WYEC     -   490,580.      386,480.      MT  (+/- 180 meters Scaled)
 PW0327
 PW0327                          SUPERSEDED SURVEY CONTROL
 PW0327
 PW0327  NGVD 29 (??/??/92) 1424.923  (m)         4674.93   (f) ADJ UNCH    1 2
 PW0327
 PW0327.Superseded values are not recommended for survey control.
 PW0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0327.See file dsdata.txt to determine how the superseded data were derived.
 PW0327
 PW0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ994767(NAD 83)
 PW0327_MARKER: DB = BENCH MARK DISK
 PW0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0327_STAMPING: X 36 1934
 PW0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0327+STABILITY: SURFACE MOTION
 PW0327
 PW0327  HISTORY     - Date     Condition        Report By
 PW0327  HISTORY     - 1934     MONUMENTED       CGS
 PW0327  HISTORY     - 1966     GOOD             USGS
 PW0327
 PW0327                          STATION DESCRIPTION
 PW0327
 PW0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0327'3.7 MI SW FROM TEN SLEEP.
 PW0327'3.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM TEN SLEEP, WASHAKIE
 PW0327'COUNTY 1.1 MILES NORTHEAST OF LITTLE COTTONWOOD CREEK, 100 FEET
 PW0327'SOUTHWEST OF THE SUMMIT OF A HILL, AT A CONCRETE CULVERT, IN THE
 PW0327'CENTER OF THE TOP OF THE NORTHWEST HEADWALL, 20.7 FEET NORTHWEST OF
 PW0327'THE CENTERLINE OF THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE
 PW0327'HIGHWAY.  A STANDARD DISK, STAMPED X 36 1934 AND SET IN THE TOP OF A
 PW0327'CONCRETE POST.
 PW0327
 PW0327                          STATION RECOVERY (1966)
 PW0327
 PW0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PW0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0316 ***********************************************************************
 OV0316  DESIGNATION -  X 360
 OV0316  PID         -  OV0316
 OV0316  STATE/COUNTY-  WY/NATRONA
 OV0316  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0316
 OV0316                         *CURRENT SURVEY CONTROL
 OV0316  ___________________________________________________________________
 OV0316* NAD 83(1986)-  43 04 56.     (N)    106 20 08.     (W)     SCALED    
 OV0316* NAVD 88     -      1699.991  (meters)    5577.39   (feet)  ADJUSTED  
 OV0316  ___________________________________________________________________
 OV0316  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 OV0316  DYNAMIC HT  -        1698.922 (meters)    5573.88  (feet)  COMP
 OV0316  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 OV0316
 OV0316  VERT ORDER  -  FIRST     CLASS II
 OV0316
 OV0316.The horizontal coordinates were scaled from a topographic map and have
 OV0316.an estimated accuracy of +/- 6 seconds.
 OV0316
 OV0316.The orthometric height was determined by differential leveling
 OV0316.and adjusted by the National Geodetic Survey in June 1991..
 OV0316
 OV0316.The geoid height was determined by GEOID03.
 OV0316
 OV0316.The dynamic height is computed by dividing the NAVD 88
 OV0316.geopotential number by the normal gravity value computed on the
 OV0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0316.degrees latitude (g = 980.6199 gals.).
 OV0316
 OV0316.The modeled gravity was interpolated from observed gravity values.
 OV0316
 OV0316;                    North         East    Units  Estimated Accuracy
 OV0316;SPC WYEC     -   387,270.      481,250.      MT  (+/- 180 meters Scaled)
 OV0316
 OV0316                          SUPERSEDED SURVEY CONTROL
 OV0316
 OV0316  NGVD 29 (06/08/92) 1699.091  (m)         5574.43   (f) ADJUSTED    1 2
 OV0316
 OV0316.Superseded values are not recommended for survey control.
 OV0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0316.See file dsdata.txt to determine how the superseded data were derived.
 OV0316
 OV0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH912708(NAD 83)
 OV0316_MARKER: I = METAL ROD
 OV0316_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0316_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OV0316_STAMPING: X 360 1985
 OV0316_MARK LOGO: NGS   
 OV0316_PROJECTION: FLUSH
 OV0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0316+STABILITY: POSITION/ELEVATION WELL
 OV0316_ROD/PIPE-DEPTH: 7.6  meters
 OV0316_SLEEVE-DEPTH  : 6.1 meters
 OV0316
 OV0316  HISTORY     - Date     Condition        Report By
 OV0316  HISTORY     - 1985     MONUMENTED       NGS
 OV0316  HISTORY     - 19920825 POOR             USPSQD
 OV0316
 OV0316                          STATION DESCRIPTION
 OV0316
 OV0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0316'26.5 KM (16.45 MI) NORTH FROM CASPER.
 OV0316'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 OV0316'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 OV0316'20.59 KM (12.80 MI) NORTH ALONG I 25 SERVICE ROAD, IN THE NORTHEAST
 OV0316'CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING EAST, 0.37 KM (0.23
 OV0316'MI) SOUTH OF THE T JUNCTION OF A PAVED ROAD LEADING WEST UNDER I 25,
 OV0316'44.5 METERS (146 FT) EAST OF THE CENTER OF THE ROAD, 43.7 METERS
 OV0316'(143.5 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD, 40.1 METERS (131.5
 OV0316'FT) NORTH OF THE NORTH EDGE OF A CONCRETE HEADWALL AROUND A CATTLE
 OV0316'GUARD IN THE GRAVEL ROAD AND 1.2 METERS (3.8 FT) WEST OF THE RIGHT OF
 OV0316'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OV0316'CAP.
 OV0316'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 OV0316'THE MARK IS 3.0 M ABOVE THE ROAD.
 OV0316
 OV0316                          STATION RECOVERY (1992)
 OV0316
 OV0316'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 OV0316'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0337 ***********************************************************************
 OU0337  DESIGNATION -  X 361
 OU0337  PID         -  OU0337
 OU0337  STATE/COUNTY-  WY/WESTON
 OU0337  USGS QUAD   -  NEWCASTLE (1979)
 OU0337
 OU0337                         *CURRENT SURVEY CONTROL
 OU0337  ___________________________________________________________________
 OU0337* NAD 83(1986)-  43 51 06.     (N)    104 12 45.     (W)     SCALED    
 OU0337* NAVD 88     -      1305.482  (meters)    4283.07   (feet)  ADJUSTED  
 OU0337  ___________________________________________________________________
 OU0337  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 OU0337  DYNAMIC HT  -        1304.901 (meters)    4281.16  (feet)  COMP
 OU0337  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 OU0337
 OU0337  VERT ORDER  -  FIRST     CLASS II
 OU0337
 OU0337.The horizontal coordinates were scaled from a topographic map and have
 OU0337.an estimated accuracy of +/- 6 seconds.
 OU0337
 OU0337.The orthometric height was determined by differential leveling
 OU0337.and adjusted by the National Geodetic Survey in June 1991..
 OU0337
 OU0337.The geoid height was determined by GEOID03.
 OU0337
 OU0337.The dynamic height is computed by dividing the NAVD 88
 OU0337.geopotential number by the normal gravity value computed on the
 OU0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0337.degrees latitude (g = 980.6199 gals.).
 OU0337
 OU0337.The modeled gravity was interpolated from observed gravity values.
 OU0337
 OU0337;                    North         East    Units  Estimated Accuracy
 OU0337;SPC WY E     -   372,710.      276,720.      MT  (+/- 180 meters Scaled)
 OU0337
 OU0337                          SUPERSEDED SURVEY CONTROL
 OU0337
 OU0337.No superseded survey control is available for this station.
 OU0337
 OU0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ632556(NAD 83)
 OU0337_MARKER: DV = VERTICAL CONTROL DISK
 OU0337_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OU0337_SP_SET: BUILDING
 OU0337_STAMPING: X 361 1985
 OU0337_MARK LOGO: NGS   
 OU0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 OU0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0337+STABILITY: POSITION/ELEVATION WELL
 OU0337
 OU0337  HISTORY     - Date     Condition        Report By
 OU0337  HISTORY     - 1985     MONUMENTED       NGS
 OU0337  HISTORY     - 19900124 GOOD             NGS
 OU0337
 OU0337                          STATION DESCRIPTION
 OU0337
 OU0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0337'IN NEWCASTLE.
 OU0337'IN NEWCASTLE, SET VERTICALLY IN THE NORTHWEST FACE OF AND 0.1 METER
 OU0337'(0.3 FT) NORTHEAST OF THE WEST CORNER OF THE CONCRETE FOUNDATION OF
 OU0337'THE SAFEWAY GROCERY STORE, 1.8 METERS (6 FT) SOUTHEAST OF THE
 OU0337'SOUTHEAST CURB OF MAIN STREET, 22.1 METERS (72.5 FT) NORTHEAST OF THE
 OU0337'EXTENDED CENTER OF CASPER AVENUE AND 0.9 METER (3 FT) ABOVE THE
 OU0337'GROUND.
 OU0337'THE MARK IS 0.9 M ABOVE MAIN STREET.
 OU0337
 OU0337                          STATION RECOVERY (1990)
 OU0337
 OU0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (GAS)
 OU0337'IN NEWCASTLE, AT THE INTERSECTION OF CASPER AVENUE AND MAIN STREET,
 OU0337'SET VERTICALLY IN THE NORTHWEST FACE OF THE LUEDERS FOOD CENTER, 22.0
 OU0337'M (72.2 FT) NORTHEAST EXTENDED CENTER OF THE AVENUE, 12.2 M (40.0 FT)
 OU0337'SOUTHEAST OF THE CENTERLINE OF THE STREET, 0.9 M (3.0 FT) ABOVE THE
 OU0337'GROUND SURFACE, AND 0.1 M (0.3 FT) NORTHEAST OF THE WEST CORNER OF THE
 OU0337'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0364 ***********************************************************************
 OU0364  DESIGNATION -  X 362
 OU0364  PID         -  OU0364
 OU0364  STATE/COUNTY-  WY/WESTON
 OU0364  USGS QUAD   -  DEWEY (1951)
 OU0364
 OU0364                         *CURRENT SURVEY CONTROL
 OU0364  ___________________________________________________________________
 OU0364* NAD 83(1986)-  43 32 38.     (N)    104 04 34.     (W)     SCALED    
 OU0364* NAVD 88     -      1154.305  (meters)    3787.08   (feet)  ADJUSTED  
 OU0364  ___________________________________________________________________
 OU0364  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 OU0364  DYNAMIC HT  -        1153.832 (meters)    3785.53  (feet)  COMP
 OU0364  MODELED GRAV-     980,168.6   (mgal)                       NAVD 88
 OU0364
 OU0364  VERT ORDER  -  FIRST     CLASS II
 OU0364
 OU0364.The horizontal coordinates were scaled from a topographic map and have
 OU0364.an estimated accuracy of +/- 6 seconds.
 OU0364
 OU0364.The orthometric height was determined by differential leveling
 OU0364.and adjusted by the National Geodetic Survey in June 1991..
 OU0364
 OU0364.The geoid height was determined by GEOID03.
 OU0364
 OU0364.The dynamic height is computed by dividing the NAVD 88
 OU0364.geopotential number by the normal gravity value computed on the
 OU0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0364.degrees latitude (g = 980.6199 gals.).
 OU0364
 OU0364.The modeled gravity was interpolated from observed gravity values.
 OU0364
 OU0364;                    North         East    Units  Estimated Accuracy
 OU0364;SPC WY E     -   338,650.      288,130.      MT  (+/- 180 meters Scaled)
 OU0364
 OU0364                          SUPERSEDED SURVEY CONTROL
 OU0364
 OU0364.No superseded survey control is available for this station.
 OU0364
 OU0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ746216(NAD 83)
 OU0364_MARKER: I = METAL ROD
 OU0364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OU0364_SP_SET: STAINLESS STEEL ROD
 OU0364_STAMPING: X 362 1985
 OU0364_MARK LOGO: NGS   
 OU0364_PROJECTION: FLUSH
 OU0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0364_ROD/PIPE-DEPTH: 6.7  meters
 OU0364
 OU0364  HISTORY     - Date     Condition        Report By
 OU0364  HISTORY     - 1985     MONUMENTED       NGS
 OU0364
 OU0364                          STATION DESCRIPTION
 OU0364
 OU0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0364'38.6 KM (24.0 MI) SOUTH FROM NEWCASTLE.
 OU0364'35.8 KM (22.25 MI) SOUTH ALONG OLD US HIGHWAY 85 FROM THE NEW US
 OU0364'HIGHWAY 85 OVERPASS BRIDGE OVER THE BURLINGTON NORTHERN RAILROAD AT
 OU0364'NEWCASTLE, THENCE 2.85 KM (1.75 MI) EAST ALONG THE DEWEY ROAD, IN THE
 OU0364'NORTHEAST CORNER OF THE Y JUNCTION OF A TRACK ROAD LEADING NORTH,
 OU0364'18.9 METERS (62 FT) NORTHEAST OF THE CENTER OF THE ROAD AND 14.0
 OU0364'METERS (46 FT) EAST OF THE CENTER OF THE TRACK ROAD.  NOTE--ACCESS TO
 OU0364'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OU0364'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 OU0364'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1036 ***********************************************************************
 PY1036  DESIGNATION -  X 365
 PY1036  PID         -  PY1036
 PY1036  STATE/COUNTY-  WY/PARK
 PY1036  USGS QUAD   -  TOWER JUNCTION (1986)
 PY1036
 PY1036                         *CURRENT SURVEY CONTROL
 PY1036  ___________________________________________________________________
 PY1036* NAD 83(1986)-  44 54 57.     (N)    110 24 59.     (W)     SCALED    
 PY1036* NAVD 88     -      1910.941  (meters)    6269.48   (feet)  ADJUSTED  
 PY1036  ___________________________________________________________________
 PY1036  GEOID HEIGHT-          -8.42  (meters)                     GEOID03
 PY1036  DYNAMIC HT  -        1909.920 (meters)    6266.13  (feet)  COMP
 PY1036  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 PY1036
 PY1036  VERT ORDER  -  FIRST     CLASS II
 PY1036
 PY1036.The horizontal coordinates were scaled from a topographic map and have
 PY1036.an estimated accuracy of +/- 6 seconds.
 PY1036
 PY1036.The orthometric height was determined by differential leveling
 PY1036.and adjusted by the National Geodetic Survey in June 1991..
 PY1036
 PY1036.The geoid height was determined by GEOID03.
 PY1036
 PY1036.The dynamic height is computed by dividing the NAVD 88
 PY1036.geopotential number by the normal gravity value computed on the
 PY1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1036.degrees latitude (g = 980.6199 gals.).
 PY1036
 PY1036.The modeled gravity was interpolated from observed gravity values.
 PY1036
 PY1036;                    North         East    Units  Estimated Accuracy
 PY1036;SPC WYWC     -   491,860.      468,430.      MT  (+/- 180 meters Scaled)
 PY1036
 PY1036                          SUPERSEDED SURVEY CONTROL
 PY1036
 PY1036  NGVD 29 (08/20/92) 1909.703  (m)         6265.42   (f) ADJUSTED    1 2
 PY1036
 PY1036.Superseded values are not recommended for survey control.
 PY1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1036.See file dsdata.txt to determine how the superseded data were derived.
 PY1036
 PY1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ460737(NAD 83)
 PY1036_MARKER: I = METAL ROD
 PY1036_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY1036_SP_SET: STAINLESS STEEL ROD
 PY1036_STAMPING: X 365 1987
 PY1036_MARK LOGO: NGS   
 PY1036_PROJECTION: FLUSH
 PY1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY1036_ROD/PIPE-DEPTH: 11.9 meters
 PY1036
 PY1036  HISTORY     - Date     Condition        Report By
 PY1036  HISTORY     - 1987     MONUMENTED       NGS
 PY1036
 PY1036                          STATION DESCRIPTION
 PY1036
 PY1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1036'0.3 KM (0.20 MI) EAST FROM TOWER JUNCTION.
 PY1036'0.3 KM (0.20 MI) EASTERLY ALONG TOWER JUNCTION-MAMMOTH HOT SPRINGS
 PY1036'HIGHWAY FROM THE RANGER STATION AT TOWER JUNCTION, 17.1 M (56.1 FT)
 PY1036'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.0 M (42.7 FT)
 PY1036'NORTHWEST OF THE CENTER OF THE NORTHEAST ENTRANCE HIGHWAY, 10.8 M
 PY1036'(35.4 FT) EAST OF THE NORTH LEG OF A SIGN (ROOSEVELT LODGE), AND 0.4
 PY1036'M (1.3 FT) WEST OF THE WEST LEG OF A SIGN (TOWER JUNCTION).
 PY1036'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY1036'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0774 ***********************************************************************
 PY0774  DESIGNATION -  X 366
 PY0774  PID         -  PY0774
 PY0774  STATE/COUNTY-  WY/TETON
 PY0774  USGS QUAD   -  OLD FAITHFUL (1986)
 PY0774
 PY0774                         *CURRENT SURVEY CONTROL
 PY0774  ___________________________________________________________________
 PY0774* NAD 83(1986)-  44 29 24.     (N)    110 50 52.     (W)     SCALED    
 PY0774* NAVD 88     -      2220.899  (meters)    7286.40   (feet)  ADJUSTED  
 PY0774  ___________________________________________________________________
 PY0774  GEOID HEIGHT-          -8.91  (meters)                     GEOID03
 PY0774  DYNAMIC HT  -        2219.491 (meters)    7281.78  (feet)  COMP
 PY0774  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 PY0774
 PY0774  VERT ORDER  -  FIRST     CLASS II
 PY0774
 PY0774.The horizontal coordinates were scaled from a topographic map and have
 PY0774.an estimated accuracy of +/- 6 seconds.
 PY0774
 PY0774.The orthometric height was determined by differential leveling
 PY0774.and adjusted by the National Geodetic Survey in June 1991..
 PY0774
 PY0774.The geoid height was determined by GEOID03.
 PY0774
 PY0774.The dynamic height is computed by dividing the NAVD 88
 PY0774.geopotential number by the normal gravity value computed on the
 PY0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0774.degrees latitude (g = 980.6199 gals.).
 PY0774
 PY0774.The modeled gravity was interpolated from observed gravity values.
 PY0774
 PY0774;                    North         East    Units  Estimated Accuracy
 PY0774;SPC WY W     -   543,480.      739,200.      MT  (+/- 180 meters Scaled)
 PY0774
 PY0774                          SUPERSEDED SURVEY CONTROL
 PY0774
 PY0774  NGVD 29 (08/20/92) 2219.573  (m)         7282.05   (f) ADJUSTED    1 2
 PY0774
 PY0774.Superseded values are not recommended for survey control.
 PY0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0774.See file dsdata.txt to determine how the superseded data were derived.
 PY0774
 PY0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ121263(NAD 83)
 PY0774_MARKER: I = METAL ROD
 PY0774_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0774_SP_SET: STAINLESS STEEL ROD
 PY0774_STAMPING: X 366 1987
 PY0774_MARK LOGO: NGS   
 PY0774_PROJECTION: FLUSH
 PY0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0774_ROD/PIPE-DEPTH: 7.9  meters
 PY0774
 PY0774  HISTORY     - Date     Condition        Report By
 PY0774  HISTORY     - 1987     MONUMENTED       NGS
 PY0774
 PY0774                          STATION DESCRIPTION
 PY0774
 PY0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0774'21.6 KM (13.40 MI) SOUTH FROM MADISON JUNCTION.
 PY0774'21.6 KM (13.40 MI) SOUTHERLY ALONG MADISON JUNCTION-WEST THUMB
 PY0774'HIGHWAY FROM THE JUNCTION OF MADISON JUNCTION-WEST YELLOWSTONE
 PY0774'HIGHWAY IN MADISON JUNCTION, 18.5 M (60.7 FT) SOUTH OF THE NORTHWEST
 PY0774'END OF A HIGHWAY PULLOUT, 16.2 M (53.1 FT) SOUTHEAST OF THE
 PY0774'CENTERLINE OF THE HIGHWAY, AND 9.2 M (30.2 FT) NORTHEAST OF A GARBAGE
 PY0774'CAN PEDISTAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 PY0774'LOGO CAP.
 PY0774'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0849 ***********************************************************************
 PY0849  DESIGNATION -  X 367
 PY0849  PID         -  PY0849
 PY0849  STATE/COUNTY-  WY/PARK
 PY0849  USGS QUAD   -  CANYON VILLAGE (1986)
 PY0849
 PY0849                         *CURRENT SURVEY CONTROL
 PY0849  ___________________________________________________________________
 PY0849* NAD 83(1986)-  44 39 30.     (N)    110 27 51.     (W)     SCALED    
 PY0849* NAVD 88     -      2347.002  (meters)    7700.12   (feet)  ADJUSTED  
 PY0849  ___________________________________________________________________
 PY0849  GEOID HEIGHT-          -8.60  (meters)                     GEOID03
 PY0849  DYNAMIC HT  -        2345.458 (meters)    7695.06  (feet)  COMP
 PY0849  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 PY0849
 PY0849  VERT ORDER  -  FIRST     CLASS II
 PY0849
 PY0849.The horizontal coordinates were scaled from a topographic map and have
 PY0849.an estimated accuracy of +/- 6 seconds.
 PY0849
 PY0849.The orthometric height was determined by differential leveling
 PY0849.and adjusted by the National Geodetic Survey in June 1991..
 PY0849.WARNING-Repeat measurements at this control monument indicate possible
 PY0849.vertical movement.
 PY0849
 PY0849.The geoid height was determined by GEOID03.
 PY0849
 PY0849.The dynamic height is computed by dividing the NAVD 88
 PY0849.geopotential number by the normal gravity value computed on the
 PY0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0849.degrees latitude (g = 980.6199 gals.).
 PY0849
 PY0849.The modeled gravity was interpolated from observed gravity values.
 PY0849
 PY0849;                    North         East    Units  Estimated Accuracy
 PY0849;SPC WYWC     -   463,330.      464,050.      MT  (+/- 180 meters Scaled)
 PY0849
 PY0849                          SUPERSEDED SURVEY CONTROL
 PY0849
 PY0849  NGVD 29 (08/20/92) 2345.608  (m)         7695.55   (f) ADJUSTED    1 2
 PY0849
 PY0849.Superseded values are not recommended for survey control.
 PY0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0849.See file dsdata.txt to determine how the superseded data were derived.
 PY0849
 PY0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ424451(NAD 83)
 PY0849_MARKER: I = METAL ROD
 PY0849_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PY0849_SP_SET: STAINLESS STEEL ROD
 PY0849_STAMPING: X 367 1987
 PY0849_MARK LOGO: NGS   
 PY0849_PROJECTION: FLUSH
 PY0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PY0849_ROD/PIPE-DEPTH: 24.4 meters
 PY0849
 PY0849  HISTORY     - Date     Condition        Report By
 PY0849  HISTORY     - 1987     MONUMENTED       NGS
 PY0849  HISTORY     - 1988     GOOD             USGS
 PY0849
 PY0849                          STATION DESCRIPTION
 PY0849
 PY0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0849'10.6 KM (6.60 MI) SOUTH FROM CANYON VILLAGE.
 PY0849'10.6 KM (6.60 MI) SOUTHERLY ALONG LAKE JUNCTION HIGHWAY FROM THE
 PY0849'JUNCTION OF NORTH RIM DRIVE IN CANYON VILLAGE, AT A HIGHWAY PULLOUT,
 PY0849'19.8 M (65.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 5.1 M
 PY0849'(16.7 FT) EAST OF A GARBAGE CAN PEDISTAL.  NOTE--ACCESS TO DATUM
 PY0849'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PY0849'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 PY0849
 PY0849                          STATION RECOVERY (1988)
 PY0849
 PY0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1988
 PY0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY1071 ***********************************************************************
 PY1071  DESIGNATION -  X 368
 PY1071  PID         -  PY1071
 PY1071  STATE/COUNTY-  WY/PARK
 PY1071  USGS QUAD   -  ABIATHAR PEAK (1991)
 PY1071
 PY1071                         *CURRENT SURVEY CONTROL
 PY1071  ___________________________________________________________________
 PY1071* NAD 83(1986)-  44 56 04.     (N)    110 05 03.     (W)     SCALED    
 PY1071* NAVD 88     -      2122.533  (meters)    6963.68   (feet)  ADJUSTED  
 PY1071  ___________________________________________________________________
 PY1071  GEOID HEIGHT-          -7.65  (meters)                     GEOID03
 PY1071  DYNAMIC HT  -        2121.359 (meters)    6959.83  (feet)  COMP
 PY1071  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 PY1071
 PY1071  VERT ORDER  -  FIRST     CLASS II
 PY1071
 PY1071.The horizontal coordinates were scaled from a topographic map and have
 PY1071.an estimated accuracy of +/- 6 seconds.
 PY1071
 PY1071.The orthometric height was determined by differential leveling
 PY1071.and adjusted by the National Geodetic Survey in June 1991..
 PY1071
 PY1071.The geoid height was determined by GEOID03.
 PY1071
 PY1071.The dynamic height is computed by dividing the NAVD 88
 PY1071.geopotential number by the normal gravity value computed on the
 PY1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY1071.degrees latitude (g = 980.6199 gals.).
 PY1071
 PY1071.The modeled gravity was interpolated from observed gravity values.
 PY1071
 PY1071;                    North         East    Units  Estimated Accuracy
 PY1071;SPC WYWC     -   493,450.      494,690.      MT  (+/- 180 meters Scaled)
 PY1071
 PY1071                          SUPERSEDED SURVEY CONTROL
 PY1071
 PY1071  NGVD 29 (08/20/92) 2121.275  (m)         6959.55   (f) ADJUSTED    1 2
 PY1071
 PY1071.Superseded values are not recommended for survey control.
 PY1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY1071.See file dsdata.txt to determine how the superseded data were derived.
 PY1071
 PY1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ722760(NAD 83)
 PY1071_MARKER: DB = BENCH MARK DISK
 PY1071_SETTING: 66 = SET IN ROCK OUTCROP
 PY1071_SP_SET: BEDROCK
 PY1071_STAMPING: X 368 1987
 PY1071_MARK LOGO: NGS   
 PY1071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY1071+STABILITY: POSITION/ELEVATION WELL
 PY1071
 PY1071  HISTORY     - Date     Condition        Report By
 PY1071  HISTORY     - 1987     MONUMENTED       NGS
 PY1071
 PY1071                          STATION DESCRIPTION
 PY1071
 PY1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY1071'13.0 KM (8.10 MI) SW FROM SILVER GATE.
 PY1071'13.0 KM (8.10 MI) SOUTHWESTERLY ALONG THE NORTHEAST ENTRANCE HIGHWAY
 PY1071'FROM THE PARK ENTRANCE IN SILVER GATE, NEAR THE CENTER OF THE EASTERN
 PY1071'1/2 OF A 4 BY 12 FOOT AREA OF OUTCROPPING BEDROCK, 28.0 M (91.9 FT)
 PY1071'OF THE EXTENDED CENTER OF A ROAD LEADING TO A PARKING AREA, AND 7.3 M
 PY1071'(24.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 PY1071'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0065 ***********************************************************************
 PW0065  DESIGNATION -  X 37
 PW0065  PID         -  PW0065
 PW0065  STATE/COUNTY-  WY/JOHNSON
 PW0065  USGS QUAD   -  CARIBOU CREEK (1993)
 PW0065
 PW0065                         *CURRENT SURVEY CONTROL
 PW0065  ___________________________________________________________________
 PW0065* NAD 83(1986)-  44 10 37.     (N)    106 54 47.     (W)     SCALED    
 PW0065* NAVD 88     -      2362.512  (meters)    7751.01   (feet)  ADJUSTED  
 PW0065  ___________________________________________________________________
 PW0065  GEOID HEIGHT-          -9.92  (meters)                     GEOID03
 PW0065  DYNAMIC HT  -        2361.114 (meters)    7746.42  (feet)  COMP
 PW0065  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 PW0065
 PW0065  VERT ORDER  -  FIRST     CLASS II
 PW0065
 PW0065.The horizontal coordinates were scaled from a topographic map and have
 PW0065.an estimated accuracy of +/- 6 seconds.
 PW0065
 PW0065.The orthometric height was determined by differential leveling
 PW0065.and adjusted by the National Geodetic Survey in June 1991..
 PW0065
 PW0065.The geoid height was determined by GEOID03.
 PW0065
 PW0065.The dynamic height is computed by dividing the NAVD 88
 PW0065.geopotential number by the normal gravity value computed on the
 PW0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0065.degrees latitude (g = 980.6199 gals.).
 PW0065
 PW0065.The modeled gravity was interpolated from observed gravity values.
 PW0065
 PW0065;                    North         East    Units  Estimated Accuracy
 PW0065;SPC WYEC     -   508,500.      433,610.      MT  (+/- 180 meters Scaled)
 PW0065
 PW0065                          SUPERSEDED SURVEY CONTROL
 PW0065
 PW0065  NGVD 29 (??/??/92) 2361.55   (m)         7747.9    (f) COMPUTED    1 2
 PW0065
 PW0065.Superseded values are not recommended for survey control.
 PW0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0065.See file dsdata.txt to determine how the superseded data were derived.
 PW0065
 PW0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ470933(NAD 83)
 PW0065_MARKER: DB = BENCH MARK DISK
 PW0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0065_STAMPING: X 37 1934
 PW0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0065+STABILITY: SURFACE MOTION
 PW0065
 PW0065  HISTORY     - Date     Condition        Report By
 PW0065  HISTORY     - 1934     MONUMENTED       CGS
 PW0065
 PW0065                          STATION DESCRIPTION
 PW0065
 PW0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0065'27.9 MI SW FROM BUFFALO.
 PW0065'27.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM BUFFALO, JOHNSON
 PW0065'COUNTY, 10.3 MILES NORTHEAST OF MUDDY PASS, 0.4 MILE NORTH OF THE
 PW0065'BRIDGE OVER THE NORTH FORK OF CRAZY WOMAN CREEK, 0.3 MILE SOUTH OF THE
 PW0065'BRIDGE OVER CARIBOU CREEK, 69.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 PW0065'OF THE CARIBOU CAMP STORE, 45.2 FEET NORTHEAST OF THE CENTERLINE OF
 PW0065'THE HIGHWAY, AND 1.4 FEET SOUTHWEST OF THE FENCE.  A STANDARD DISK,
 PW0065'STAMPED X 37 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0645 ***********************************************************************
 PV0645  DESIGNATION -  X 370
 PV0645  PID         -  PV0645
 PV0645  STATE/COUNTY-  WY/CROOK
 PV0645  USGS QUAD   -  GRASSHOPPER BUTTE (1984)
 PV0645
 PV0645                         *CURRENT SURVEY CONTROL
 PV0645  ___________________________________________________________________
 PV0645* NAD 83(1986)-  44 16 22.     (N)    104 49 20.     (W)     SCALED    
 PV0645* NAVD 88     -      1273.044  (meters)    4176.65   (feet)  ADJUSTED  
 PV0645  ___________________________________________________________________
 PV0645  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 PV0645  DYNAMIC HT  -        1272.549 (meters)    4175.02  (feet)  COMP
 PV0645  MODELED GRAV-     980,184.3   (mgal)                       NAVD 88
 PV0645
 PV0645  VERT ORDER  -  FIRST     CLASS II
 PV0645
 PV0645.The horizontal coordinates were scaled from a topographic map and have
 PV0645.an estimated accuracy of +/- 6 seconds.
 PV0645
 PV0645.The orthometric height was determined by differential leveling
 PV0645.and adjusted by the National Geodetic Survey in September 1993..
 PV0645
 PV0645.The geoid height was determined by GEOID03.
 PV0645
 PV0645.The dynamic height is computed by dividing the NAVD 88
 PV0645.geopotential number by the normal gravity value computed on the
 PV0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0645.degrees latitude (g = 980.6199 gals.).
 PV0645
 PV0645.The modeled gravity was interpolated from observed gravity values.
 PV0645
 PV0645;                    North         East    Units  Estimated Accuracy
 PV0645;SPC WY E     -   419,120.      227,500.      MT  (+/- 180 meters Scaled)
 PV0645
 PV0645                          SUPERSEDED SURVEY CONTROL
 PV0645
 PV0645.No superseded survey control is available for this station.
 PV0645
 PV0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK141021(NAD 83)
 PV0645_MARKER: I = METAL ROD
 PV0645_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PV0645_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PV0645_STAMPING: X 370 1991
 PV0645_MARK LOGO: NGS   
 PV0645_PROJECTION: FLUSH
 PV0645_MAGNETIC: I = MARKER IS A STEEL ROD
 PV0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PV0645+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PV0645_ROD/PIPE-DEPTH: 6.3  meters
 PV0645_SLEEVE-DEPTH  : 0.9 meters
 PV0645
 PV0645  HISTORY     - Date     Condition        Report By
 PV0645  HISTORY     - 1991     MONUMENTED       NGS
 PV0645
 PV0645                          STATION DESCRIPTION
 PV0645
 PV0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PV0645'12.0 KM (7.45 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 PV0645'JUNCTION OF U.S. HIGHWAY 16 (EXIT 153) IN MOORCROFT, 80.7 M (264.8
 PV0645'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 PV0645'27.6 M (90.6 FT) SOUTH OF THE CENTER OF WIND CREEK ROAD (EXIT 160),
 PV0645'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT)
 PV0645'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 PV0645'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 PV0645'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0061 ***********************************************************************
 OV0061  DESIGNATION -  X 39
 OV0061  PID         -  OV0061
 OV0061  STATE/COUNTY-  WY/JOHNSON
 OV0061  USGS QUAD   -  DRY CREEK RESERVOIR (1981)
 OV0061
 OV0061                         *CURRENT SURVEY CONTROL
 OV0061  ___________________________________________________________________
 OV0061* NAD 83(1986)-  43 50 43.     (N)    106 37 19.     (W)     SCALED    
 OV0061* NAVD 88     -      1523.742  (meters)    4999.14   (feet)  ADJUSTED  
 OV0061  ___________________________________________________________________
 OV0061  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 OV0061  DYNAMIC HT  -        1522.940 (meters)    4996.51  (feet)  COMP
 OV0061  MODELED GRAV-     980,038.9   (mgal)                       NAVD 88
 OV0061
 OV0061  VERT ORDER  -  SECOND    CLASS 0
 OV0061
 OV0061.The horizontal coordinates were scaled from a topographic map and have
 OV0061.an estimated accuracy of +/- 6 seconds.
 OV0061
 OV0061.The orthometric height was determined by differential leveling
 OV0061.and adjusted by the National Geodetic Survey in June 1991..
 OV0061
 OV0061.The geoid height was determined by GEOID03.
 OV0061
 OV0061.The dynamic height is computed by dividing the NAVD 88
 OV0061.geopotential number by the normal gravity value computed on the
 OV0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0061.degrees latitude (g = 980.6199 gals.).
 OV0061
 OV0061.The modeled gravity was interpolated from observed gravity values.
 OV0061
 OV0061;                    North         East    Units  Estimated Accuracy
 OV0061;SPC WYEC     -   471,810.      457,200.      MT  (+/- 180 meters Scaled)
 OV0061
 OV0061                          SUPERSEDED SURVEY CONTROL
 OV0061
 OV0061  NGVD 29 (??/??/92) 1522.900  (m)         4996.38   (f) ADJ UNCH    2 0
 OV0061
 OV0061.Superseded values are not recommended for survey control.
 OV0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0061.See file dsdata.txt to determine how the superseded data were derived.
 OV0061
 OV0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ696559(NAD 83)
 OV0061_MARKER: DB = BENCH MARK DISK
 OV0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OV0061_SP_SET: CULVERT
 OV0061_STAMPING: X 39 1934
 OV0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OV0061
 OV0061  HISTORY     - Date     Condition        Report By
 OV0061  HISTORY     - 1934     MONUMENTED       CGS
 OV0061  HISTORY     - 1958     MARK NOT FOUND   USGS
 OV0061
 OV0061                          STATION DESCRIPTION
 OV0061
 OV0061'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 OV0061'9.9 MI N FROM KAYCEE.
 OV0061'9.9 MILES NORTH ALONG U.S. HIGHWAY 87 FROM KAYCEE, JOHNSON COUNTY, 8.9
 OV0061'MILES SOUTH OF SOUTH FORK CRAZY WOMAN CREEK, AT A CONCRETE CULVERT, IN
 OV0061'THE CENTER OF THE TOP OF THE EAST HEADWALL, 0.3 FOOT WEST OF THE EAST
 OV0061'FACE, 19.9 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 FEET
 OV0061'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED X 39 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0159 ***********************************************************************
 OX0159  DESIGNATION -  X 40
 OX0159  PID         -  OX0159
 OX0159  STATE/COUNTY-  WY/TETON
 OX0159  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 OX0159
 OX0159                         *CURRENT SURVEY CONTROL
 OX0159  ___________________________________________________________________
 OX0159* NAD 83(1986)-  43 31 56.     (N)    110 44 24.     (W)     SCALED    
 OX0159* NAVD 88     -      1911.966  (meters)    6272.84   (feet)  ADJUSTED  
 OX0159  ___________________________________________________________________
 OX0159  GEOID HEIGHT-          -9.55  (meters)                     GEOID03
 OX0159  DYNAMIC HT  -        1910.717 (meters)    6268.74  (feet)  COMP
 OX0159  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 OX0159
 OX0159  VERT ORDER  -  SECOND    CLASS 0
 OX0159
 OX0159.The horizontal coordinates were scaled from a topographic map and have
 OX0159.an estimated accuracy of +/- 6 seconds.
 OX0159
 OX0159.The orthometric height was determined by differential leveling
 OX0159.and adjusted by the National Geodetic Survey in June 1991..
 OX0159
 OX0159.The geoid height was determined by GEOID03.
 OX0159
 OX0159.The dynamic height is computed by dividing the NAVD 88
 OX0159.geopotential number by the normal gravity value computed on the
 OX0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0159.degrees latitude (g = 980.6199 gals.).
 OX0159
 OX0159.The modeled gravity was interpolated from observed gravity values.
 OX0159
 OX0159;                    North         East    Units  Estimated Accuracy
 OX0159;SPC WY W     -   436,990.      746,920.      MT  (+/- 180 meters Scaled)
 OX0159
 OX0159                          SUPERSEDED SURVEY CONTROL
 OX0159
 OX0159  NGVD 29 (??/??/92) 1910.702  (m)         6268.69   (f) ADJ UNCH    2 0
 OX0159
 OX0159.Superseded values are not recommended for survey control.
 OX0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0159.See file dsdata.txt to determine how the superseded data were derived.
 OX0159
 OX0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP210199(NAD 83)
 OX0159_MARKER: DB = BENCH MARK DISK
 OX0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0159_STAMPING: X 40 1934
 OX0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0159+STABILITY: SURFACE MOTION
 OX0159
 OX0159  HISTORY     - Date     Condition        Report By
 OX0159  HISTORY     - 1934     MONUMENTED       CGS
 OX0159  HISTORY     - 1981     GOOD             LOCSUR
 OX0159
 OX0159                          STATION DESCRIPTION
 OX0159
 OX0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0159'3.9 MI N FROM JACKSON.
 OX0159'3.9 MILES NORTH ALONG U.S. HIGHWAY 187 FROM JACKSON, TETON COUNTY, AT
 OX0159'THE MIDDLE OF A GRADE, 600 FEET SOUTH OF A ROCK CLIFF, 515 FEET NORTH
 OX0159'OF THE ROAD JUNCTION TO THE FISH HATCHERY, 140 FEET WEST OF THE
 OX0159'CENTERLINE OF THE OLD HIGHWAY AND 6.0 FEET HIGHER.  A STANDARD DISK,
 OX0159'STAMPED X 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OX0159
 OX0159                          STATION RECOVERY (1981)
 OX0159
 OX0159'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 OX0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0002 ***********************************************************************
 OX0002  DESIGNATION -  X 41
 OX0002  PID         -  OX0002
 OX0002  STATE/COUNTY-  WY/TETON
 OX0002  USGS QUAD   -  DAVIS HILL (1996)
 OX0002
 OX0002                         *CURRENT SURVEY CONTROL
 OX0002  ___________________________________________________________________
 OX0002* NAD 83(1986)-  43 50 25.     (N)    110 27 27.     (W)     SCALED    
 OX0002* NAVD 88     -      2088.325  (meters)    6851.45   (feet)  ADJUSTED  
 OX0002  ___________________________________________________________________
 OX0002  GEOID HEIGHT-          -8.74  (meters)                     GEOID03
 OX0002  DYNAMIC HT  -        2086.926 (meters)    6846.86  (feet)  COMP
 OX0002  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 OX0002
 OX0002  VERT ORDER  -  SECOND    CLASS 0
 OX0002
 OX0002.The horizontal coordinates were scaled from a topographic map and have
 OX0002.an estimated accuracy of +/- 6 seconds.
 OX0002
 OX0002.The orthometric height was determined by differential leveling
 OX0002.and adjusted by the National Geodetic Survey in June 1991..
 OX0002
 OX0002.The geoid height was determined by GEOID03.
 OX0002
 OX0002.The dynamic height is computed by dividing the NAVD 88
 OX0002.geopotential number by the normal gravity value computed on the
 OX0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0002.degrees latitude (g = 980.6199 gals.).
 OX0002
 OX0002.The modeled gravity was interpolated from observed gravity values.
 OX0002
 OX0002;                    North         East    Units  Estimated Accuracy
 OX0002;SPC WY W     -   471,070.      769,910.      MT  (+/- 180 meters Scaled)
 OX0002
 OX0002                          SUPERSEDED SURVEY CONTROL
 OX0002
 OX0002  NGVD 29 (??/??/92) 2087.038  (m)         6847.22   (f) ADJ UNCH    2 0
 OX0002
 OX0002.Superseded values are not recommended for survey control.
 OX0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0002.See file dsdata.txt to determine how the superseded data were derived.
 OX0002
 OX0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP436542(NAD 83)
 OX0002_MARKER: DB = BENCH MARK DISK
 OX0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OX0002_SP_SET: BRIDGE
 OX0002_STAMPING: X 41 1934
 OX0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OX0002
 OX0002  HISTORY     - Date     Condition        Report By
 OX0002  HISTORY     - 1934     MONUMENTED       CGS
 OX0002  HISTORY     - 1965     MARK NOT FOUND   USGS
 OX0002
 OX0002                          STATION DESCRIPTION
 OX0002
 OX0002'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 OX0002'8.3 MI NE FROM MORAN.
 OX0002'8.3 MILES NORTHEAST ALONG U.S. HIGHWAY 287 FROM THE DAM AT MORAN,
 OX0002'TETON COUNTY ABOUT 7.0 MILES EAST OF THE JUNCTION WITH U.S. HIGHWAY
 OX0002'187, AT THE CONCRETE BRIDGE OVER LAVA CREEK, IN THE TOP OF THE EAST
 OX0002'AND OF THE WEST WINGWALL, 6.0 FEET WEST OF THE NORTHEAST CORNER OF THE
 OX0002'BRIDGE AND 10.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A
 OX0002'STANDARD DISK, STAMPED X 41 1934.  NOTE-- A NEW BRIDGE IS AT THIS
 OX0002'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0148 ***********************************************************************
 OW0148  DESIGNATION -  X 42
 OW0148  PID         -  OW0148
 OW0148  STATE/COUNTY-  WY/FREMONT
 OW0148  USGS QUAD   -  WARM SPRING MOUNTAIN (1991)
 OW0148
 OW0148                         *CURRENT SURVEY CONTROL
 OW0148  ___________________________________________________________________
 OW0148* NAD 83(1986)-  43 37 13.     (N)    109 48 22.     (W)     SCALED    
 OW0148* NAVD 88     -      2278.498  (meters)    7475.37   (feet)  ADJUSTED  
 OW0148  ___________________________________________________________________
 OW0148  GEOID HEIGHT-          -7.86  (meters)                     GEOID03
 OW0148  DYNAMIC HT  -        2276.887 (meters)    7470.09  (feet)  COMP
 OW0148  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 OW0148
 OW0148  VERT ORDER  -  SECOND    CLASS 0
 OW0148
 OW0148.The horizontal coordinates were scaled from a topographic map and have
 OW0148.an estimated accuracy of +/- 6 seconds.
 OW0148
 OW0148.The orthometric height was determined by differential leveling
 OW0148.and adjusted by the National Geodetic Survey in June 1991..
 OW0148
 OW0148.The geoid height was determined by GEOID03.
 OW0148
 OW0148.The dynamic height is computed by dividing the NAVD 88
 OW0148.geopotential number by the normal gravity value computed on the
 OW0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0148.degrees latitude (g = 980.6199 gals.).
 OW0148
 OW0148.The modeled gravity was interpolated from observed gravity values.
 OW0148
 OW0148;                    North         East    Units  Estimated Accuracy
 OW0148;SPC WYWC     -   347,100.      514,760.      MT  (+/- 180 meters Scaled)
 OW0148
 OW0148                          SUPERSEDED SURVEY CONTROL
 OW0148
 OW0148  NGVD 29 (??/??/92) 2277.247  (m)         7471.27   (f) ADJ UNCH    2 0
 OW0148
 OW0148.Superseded values are not recommended for survey control.
 OW0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0148.See file dsdata.txt to determine how the superseded data were derived.
 OW0148
 OW0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP963303(NAD 83)
 OW0148_MARKER: DB = BENCH MARK DISK
 OW0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0148_STAMPING: X 42 1934
 OW0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0148+STABILITY: SURFACE MOTION
 OW0148
 OW0148  HISTORY     - Date     Condition        Report By
 OW0148  HISTORY     - 1934     MONUMENTED       CGS
 OW0148
 OW0148                          STATION DESCRIPTION
 OW0148
 OW0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OW0148'12.0 MI W FROM DUBOIS.
 OW0148'ABOUT 12.0 MILES WEST ALONG U.S. HIGHWAY 287 FROM DUBOIS, FREMONT
 OW0148'COUNTY, ABOUT 21.3 MILES EAST OF THE TWO-GWO-TEE PASS, ABOUT 1.7 MILES
 OW0148'WEST OF THE WEST BRIDGE OVER WIND RIVER, ABOUT 0.2 MILE EAST OF THE
 OW0148'KOLA TEPEE RANCH, 34.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 OW0148'2.2 FEET SOUTH OF A FENCE, AND ABOUT 5.0 FEET HIGHER THAN THE HIGHWAY.
 OW0148'A STANDARD DISK, STAMPED X 42 1934 AND SET IN THE TOP OF A CONCRETE
 OW0148'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0121 ***********************************************************************
 NS0121  DESIGNATION -  X 43
 NS0121  PID         -  NS0121
 NS0121  STATE/COUNTY-  WY/SUBLETTE
 NS0121  USGS QUAD   -  BOULDER (1980)
 NS0121
 NS0121                         *CURRENT SURVEY CONTROL
 NS0121  ___________________________________________________________________
 NS0121* NAD 83(1986)-  42 38 31.     (N)    109 40 24.     (W)     SCALED    
 NS0121* NAVD 88     -      2175.268  (meters)    7136.69   (feet)  ADJUSTED  
 NS0121  ___________________________________________________________________
 NS0121  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 NS0121  DYNAMIC HT  -        2173.410 (meters)    7130.60  (feet)  COMP
 NS0121  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 NS0121
 NS0121  VERT ORDER  -  FIRST     CLASS II
 NS0121
 NS0121.The horizontal coordinates were scaled from a topographic map and have
 NS0121.an estimated accuracy of +/- 6 seconds.
 NS0121
 NS0121.The orthometric height was determined by differential leveling
 NS0121.and adjusted by the National Geodetic Survey in June 1991..
 NS0121
 NS0121.The geoid height was determined by GEOID03.
 NS0121
 NS0121.The dynamic height is computed by dividing the NAVD 88
 NS0121.geopotential number by the normal gravity value computed on the
 NS0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0121.degrees latitude (g = 980.6199 gals.).
 NS0121
 NS0121.The modeled gravity was interpolated from observed gravity values.
 NS0121
 NS0121;                    North         East    Units  Estimated Accuracy
 NS0121;SPC WY W     -   337,960.      833,620.      MT  (+/- 180 meters Scaled)
 NS0121
 NS0121                          SUPERSEDED SURVEY CONTROL
 NS0121
 NS0121  NGVD 29 (??/??/92) 2173.822  (m)         7131.95   (f) ADJ UNCH    1 2
 NS0121
 NS0121.Superseded values are not recommended for survey control.
 NS0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0121.See file dsdata.txt to determine how the superseded data were derived.
 NS0121
 NS0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN087219(NAD 83)
 NS0121_MARKER: DB = BENCH MARK DISK
 NS0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0121_STAMPING: X 43 1934
 NS0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0121+STABILITY: SURFACE MOTION
 NS0121
 NS0121  HISTORY     - Date     Condition        Report By
 NS0121  HISTORY     - 1934     MONUMENTED       CGS
 NS0121  HISTORY     - 1964     GOOD             USGS
 NS0121
 NS0121                          STATION DESCRIPTION
 NS0121
 NS0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0121'38.6 MI NW FROM FARSON.
 NS0121'IN SUBLETTE COUNTY, ABOUT 38.6 MILES NORTHWEST ALONG U.S. HIGHWAY 187
 NS0121'FROM THE HOTEL AT FARSON, SWEETWATER COUNTY, ABOUT 7.6 MILES SOUTHEAST
 NS0121'OF THE POST OFFICE AT BOULDER, SUBLETTE COUNTY, AT THE JUNCTION WITH A
 NS0121'ROAD LEADING NORTHWEST TO A RANCH, 27 FEET NORTHEAST OF THE CENTER
 NS0121'LINE OF THE ROAD, ABOUT 50 FEET NORTHWEST OF THE CENTER LINE OF THE
 NS0121'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED X
 NS0121'43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NS0121
 NS0121                          STATION RECOVERY (1964)
 NS0121
 NS0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NS0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0034 ***********************************************************************
 OX0034  DESIGNATION -  X 44
 OX0034  PID         -  OX0034
 OX0034  STATE/COUNTY-  WY/SUBLETTE
 OX0034  USGS QUAD   -  WARREN BRIDGE (1982)
 OX0034
 OX0034                         *CURRENT SURVEY CONTROL
 OX0034  ___________________________________________________________________
 OX0034* NAD 83(1986)-  43 00 22.     (N)    110 06 15.     (W)     SCALED    
 OX0034* NAVD 88     -      2297.797  (meters)    7538.69   (feet)  ADJUSTED  
 OX0034  ___________________________________________________________________
 OX0034  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 OX0034  DYNAMIC HT  -        2295.899 (meters)    7532.46  (feet)  COMP
 OX0034  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 OX0034
 OX0034  VERT ORDER  -  FIRST     CLASS II
 OX0034
 OX0034.The horizontal coordinates were scaled from a topographic map and have
 OX0034.an estimated accuracy of +/- 6 seconds.
 OX0034
 OX0034.The orthometric height was determined by differential leveling
 OX0034.and adjusted by the National Geodetic Survey in June 1991..
 OX0034
 OX0034.The geoid height was determined by GEOID03.
 OX0034
 OX0034.The dynamic height is computed by dividing the NAVD 88
 OX0034.geopotential number by the normal gravity value computed on the
 OX0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0034.degrees latitude (g = 980.6199 gals.).
 OX0034
 OX0034.The modeled gravity was interpolated from observed gravity values.
 OX0034
 OX0034;                    North         East    Units  Estimated Accuracy
 OX0034;SPC WY W     -   378,330.      798,300.      MT  (+/- 180 meters Scaled)
 OX0034
 OX0034                          SUPERSEDED SURVEY CONTROL
 OX0034
 OX0034  NGVD 29 (??/??/92) 2296.295  (m)         7533.76   (f) ADJ UNCH    1 2
 OX0034
 OX0034.Superseded values are not recommended for survey control.
 OX0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0034.See file dsdata.txt to determine how the superseded data were derived.
 OX0034
 OX0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN730618(NAD 83)
 OX0034_MARKER: DB = BENCH MARK DISK
 OX0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0034_STAMPING: X 44 1934
 OX0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0034+STABILITY: SURFACE MOTION
 OX0034
 OX0034  HISTORY     - Date     Condition        Report By
 OX0034  HISTORY     - 1934     MONUMENTED       CGS
 OX0034
 OX0034                          STATION DESCRIPTION
 OX0034
 OX0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0034'18.9 MI NW FROM PINEDALE.
 OX0034'ABOUT 18.9 MILES NORTHWEST ALONG U.S. HIGHWAY 187 FROM THE COURTHOUSE
 OX0034'AT PINEDALE, SUBLETTE COUNTY, ABOUT 8.0 MILES NORTH OF THE JUNCTION
 OX0034'WITH STATE HIGHWAY 287, ABOUT 0.2 MILE WEST OF A HIGH FILL THROUGH A
 OX0034'RAVINE, 54.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 4.0
 OX0034'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED X
 OX0034'44 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0035 ***********************************************************************
 OX0035  DESIGNATION -  X 44 RESET
 OX0035  PID         -  OX0035
 OX0035  STATE/COUNTY-  WY/SUBLETTE
 OX0035  USGS QUAD   -  WARREN BRIDGE (1982)
 OX0035
 OX0035                         *CURRENT SURVEY CONTROL
 OX0035  ___________________________________________________________________
 OX0035* NAD 83(1986)-  43 00 22.     (N)    110 06 15.     (W)     SCALED    
 OX0035* NAVD 88     -      2297.79   (+/-2cm)    7538.7    (feet)  VERTCON   
 OX0035  ___________________________________________________________________
 OX0035  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 OX0035
 OX0035  VERT ORDER  -  THIRD (See Below)
 OX0035
 OX0035.The horizontal coordinates were scaled from a topographic map and have
 OX0035.an estimated accuracy of +/- 6 seconds.
 OX0035
 OX0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 OX0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OX0035.The vertical order pertains to the NGVD 29 superseded value.
 OX0035
 OX0035.The geoid height was determined by GEOID03.
 OX0035
 OX0035;                    North         East    Units  Estimated Accuracy
 OX0035;SPC WY W     -   378,330.      798,300.      MT  (+/- 180 meters Scaled)
 OX0035
 OX0035                          SUPERSEDED SURVEY CONTROL
 OX0035
 OX0035  NGVD 29 (03/28/06) 2296.30   (m)         7533.8    (f) RESET       3  
 OX0035
 OX0035.Superseded values are not recommended for survey control.
 OX0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0035.See file dsdata.txt to determine how the superseded data were derived.
 OX0035
 OX0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN730618(NAD 83)
 OX0035_MARKER: DB = BENCH MARK DISK
 OX0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0035_STAMPING: X 44 RESET 1971
 OX0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0035+STABILITY: SURFACE MOTION
 OX0035
 OX0035  HISTORY     - Date     Condition        Report By
 OX0035  HISTORY     - 1971     MONUMENTED       WYHD
 OX0035
 OX0035                          STATION DESCRIPTION
 OX0035
 OX0035'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1971
 OX0035'18.9 MI NW FROM PINEDALE.
 OX0035'ABOUT 18.9 MILES NORTHWEST ALONG U. S. HIGHWAY 187 FROM THE COURT
 OX0035'HOUSE AT PINEDALE, ABOUT 8 MILES NORTH OF THE JUNCTION OF STATE
 OX0035'HIGHWAY 287, ABOUT 0.2 MILE WEST OF A HIGH FILL THROUGH A RAVINE, 100
 OX0035'FEET NORTHEAST OF THE CENTER LINE OF THE NEW HIGHWAY AT HIGHWAY
 OX0035'STATION 452 + 00 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0209 ***********************************************************************
 OX0209  DESIGNATION -  X 46
 OX0209  PID         -  OX0209
 OX0209  STATE/COUNTY-  WY/TETON
 OX0209  USGS QUAD   -  VICTOR (1978)
 OX0209
 OX0209                         *CURRENT SURVEY CONTROL
 OX0209  ___________________________________________________________________
 OX0209* NAD 83(1986)-  43 31 37.     (N)    111 00 59.     (W)     SCALED    
 OX0209* NAVD 88     -      2098.914  (meters)    6886.19   (feet)  ADJUSTED  
 OX0209  ___________________________________________________________________
 OX0209  GEOID HEIGHT-          -9.57  (meters)                     GEOID03
 OX0209  DYNAMIC HT  -        2097.468 (meters)    6881.44  (feet)  COMP
 OX0209  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 OX0209
 OX0209  VERT ORDER  -  FIRST     CLASS II
 OX0209
 OX0209.The horizontal coordinates were scaled from a topographic map and have
 OX0209.an estimated accuracy of +/- 6 seconds.
 OX0209
 OX0209.The orthometric height was determined by differential leveling
 OX0209.and adjusted by the National Geodetic Survey in June 1991..
 OX0209
 OX0209.The geoid height was determined by GEOID03.
 OX0209
 OX0209.The dynamic height is computed by dividing the NAVD 88
 OX0209.geopotential number by the normal gravity value computed on the
 OX0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0209.degrees latitude (g = 980.6199 gals.).
 OX0209
 OX0209.The modeled gravity was interpolated from observed gravity values.
 OX0209
 OX0209;                    North         East    Units  Estimated Accuracy
 OX0209;SPC WY W     -   436,620.      724,580.      MT  (+/- 180 meters Scaled)
 OX0209
 OX0209                          SUPERSEDED SURVEY CONTROL
 OX0209
 OX0209  NGVD 29 (??/??/92) 2097.554  (m)         6881.73   (f) ADJ UNCH    1 2
 OX0209
 OX0209.Superseded values are not recommended for survey control.
 OX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0209.See file dsdata.txt to determine how the superseded data were derived.
 OX0209
 OX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVP986193(NAD 83)
 OX0209_MARKER: DB = BENCH MARK DISK
 OX0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0209_STAMPING: X 46 1934
 OX0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0209+STABILITY: SURFACE MOTION
 OX0209
 OX0209  HISTORY     - Date     Condition        Report By
 OX0209  HISTORY     - 1934     MONUMENTED       CGS
 OX0209  HISTORY     - 1974     MARK NOT FOUND   NGS
 OX0209  HISTORY     - 20050601 MARK NOT FOUND   IDTD
 OX0209
 OX0209                          STATION DESCRIPTION
 OX0209
 OX0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OX0209'7.2 MI E FROM VICTOR,ID.
 OX0209'IN TETON COUNTY, WYOMING, ABOUT 7.2 MILES EAST ALONG IDAHO STATE
 OX0209'HIGHWAY 33 AND WYOMING STATE HIGHWAY 22 FROM VICTOR, TETON COUNTY,
 OX0209'IDAHO, ABOUT 4.5 MILES NORTHWEST OF TETON PASS, ABOUT 1.8 MILES
 OX0209'SOUTHEAST OF THE WYOMING-IDAHO STATE LINE, 28.3 FEET NORTH OF THE
 OX0209'CENTER LINE OF THE HIGHWAY, AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
 OX0209'A STANDARD DISK, STAMPED X 46 1934 AND SET IN THE TOP OF A CONCRETE
 OX0209'POST.
 OX0209
 OX0209                          STATION RECOVERY (1974)
 OX0209
 OX0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OX0209'MARK NOT FOUND.
 OX0209
 OX0209                          STATION RECOVERY (2005)
 OX0209
 OX0209'RECOVERY NOTE BY IDAHO TRANSPORTATION DEPARTMENT 2005 (GDJ)
 OX0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0029 ***********************************************************************
 OW0029  DESIGNATION -  X 48 RESET
 OW0029  PID         -  OW0029
 OW0029  STATE/COUNTY-  WY/HOT SPRINGS
 OW0029  USGS QUAD   -  RATTLESNAKE GULCH (1965)
 OW0029
 OW0029                         *CURRENT SURVEY CONTROL
 OW0029  ___________________________________________________________________
 OW0029* NAD 83(1986)-  43 40 47.     (N)    108 17 40.     (W)     SCALED    
 OW0029* NAVD 88     -      1413.84   (meters)    4638.6    (feet)  RESET     
 OW0029  ___________________________________________________________________
 OW0029  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 OW0029
 OW0029  VERT ORDER  -  THIRD
 OW0029
 OW0029.The horizontal coordinates were scaled from a topographic map and have
 OW0029.an estimated accuracy of +/- 6 seconds.
 OW0029
 OW0029.The orthometric height was computed from unverified reset data.
 OW0029.No vertical observational check was made to the station.
 OW0029
 OW0029.The geoid height was determined by GEOID03.
 OW0029
 OW0029;                    North         East    Units  Estimated Accuracy
 OW0029;SPC WYWC     -   353,270.      636,730.      MT  (+/- 180 meters Scaled)
 OW0029
 OW0029                          SUPERSEDED SURVEY CONTROL
 OW0029
 OW0029  NGVD 29 (??/??/??) 1413.01   (m)         4635.9    (f) RESET       3  
 OW0029
 OW0029.Superseded values are not recommended for survey control.
 OW0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0029.See file dsdata.txt to determine how the superseded data were derived.
 OW0029
 OW0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP180398(NAD 83)
 OW0029_MARKER: DB = BENCH MARK DISK
 OW0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OW0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OW0029_STAMPING: X 48 RESET 1939
 OW0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OW0029+STABILITY: SURFACE MOTION
 OW0029
 OW0029  HISTORY     - Date     Condition        Report By
 OW0029  HISTORY     - 1939     MONUMENTED       WYHD
 OW0029  HISTORY     - 1982     GOOD             LOCSUR
 OW0029
 OW0029                          STATION DESCRIPTION
 OW0029
 OW0029'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1939
 OW0029'5.2 MI NW FROM THERMOPOLIS.
 OW0029'5.2 MILES NORTHWEST ALONG STATE HIGHWAY 120 FROM THE POST OFFICE AT
 OW0029'THERMOPOLIS, HOT SPRINGS COUNTY, 1 MILE WEST OF A RANCH HOUSE, 0.7
 OW0029'MILE WEST OF OWL CREEK, 150 FEET NORTH EAST OF THE CENTERLINE OF THE
 OW0029'NEW HIGHWAY, 140 FEET NORTH OF A POINT 110 FEET EAST OF THE SOUTHEAST
 OW0029'END OF A 3-SPAN TIMBER BRIDGE, AND 290 FEET SOUTHEAST OF THE
 OW0029'QUARTER-SECTION CORNER BETWEEN SECTIONS 19 AND 20, T 43 N, R 95 W.  A
 OW0029'STANDARD DISK, STAMPED X 48 RESET 1939 AND SET IN THE TOP OF A
 OW0029'CONCRETE POST.
 OW0029
 OW0029                          STATION RECOVERY (1982)
 OW0029
 OW0029'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 OW0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0226 ***********************************************************************
 MR0226  DESIGNATION -  X 51
 MR0226  PID         -  MR0226
 MR0226  STATE/COUNTY-  WY/LINCOLN
 MR0226  USGS QUAD   -  KEMMERER (1985)
 MR0226
 MR0226                         *CURRENT SURVEY CONTROL
 MR0226  ___________________________________________________________________
 MR0226* NAD 83(1986)-  41 50 02.     (N)    110 31 54.     (W)     SCALED    
 MR0226* NAVD 88     -      2116.527  (meters)    6943.97   (feet)  ADJUSTED  
 MR0226  ___________________________________________________________________
 MR0226  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 MR0226  DYNAMIC HT  -        2114.689 (meters)    6937.94  (feet)  COMP
 MR0226  MODELED GRAV-     979,678.8   (mgal)                       NAVD 88
 MR0226
 MR0226  VERT ORDER  -  SECOND    CLASS 0
 MR0226
 MR0226.The horizontal coordinates were scaled from a topographic map and have
 MR0226.an estimated accuracy of +/- 6 seconds.
 MR0226
 MR0226.The orthometric height was determined by differential leveling
 MR0226.and adjusted by the National Geodetic Survey in June 1991..
 MR0226
 MR0226.The geoid height was determined by GEOID03.
 MR0226
 MR0226.The dynamic height is computed by dividing the NAVD 88
 MR0226.geopotential number by the normal gravity value computed on the
 MR0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0226.degrees latitude (g = 980.6199 gals.).
 MR0226
 MR0226.The modeled gravity was interpolated from observed gravity values.
 MR0226
 MR0226;                    North         East    Units  Estimated Accuracy
 MR0226;SPC WY W     -   248,230.      762,760.      MT  (+/- 180 meters Scaled)
 MR0226
 MR0226                          SUPERSEDED SURVEY CONTROL
 MR0226
 MR0226  NGVD 29 (??/??/92) 2115.125  (m)         6939.37   (f) ADJ UNCH    2 0
 MR0226
 MR0226.Superseded values are not recommended for survey control.
 MR0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0226.See file dsdata.txt to determine how the superseded data were derived.
 MR0226
 MR0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM388314(NAD 83)
 MR0226_MARKER: DB = BENCH MARK DISK
 MR0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MR0226_SP_SET: ABUTMENT
 MR0226_STAMPING: X 51 1934
 MR0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MR0226
 MR0226  HISTORY     - Date     Condition        Report By
 MR0226  HISTORY     - 1934     MONUMENTED       CGS
 MR0226  HISTORY     - 1966     GOOD             NGS
 MR0226
 MR0226                          STATION DESCRIPTION
 MR0226
 MR0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 MR0226'1.8 MI N FROM FRONTIER.
 MR0226'1.2 MILES NORTH ALONG AN ASPHALT ROAD (FORMER U.S. HIGHWAY 189) FROM
 MR0226'THE POST OFFICE AT FRONTIER, THENCE 0.6 MILE NORTH ALONG A GRAVELED
 MR0226'ROAD (FORMER U.S. HIGHWAY 189), IN THE TOP OF THE SOUTHEAST END OF THE
 MR0226'SOUTHWEST STONE ABUTMENT OF A STEEL BRIDGE OVER HAMS FORK, 10.6 FEET
 MR0226'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN
 MR0226'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0045 ***********************************************************************
 NQ0045  DESIGNATION -  X 53
 NQ0045  PID         -  NQ0045
 NQ0045  STATE/COUNTY-  WY/NIOBRARA
 NQ0045  USGS QUAD   -  HAT CREEK (1981)
 NQ0045
 NQ0045                         *CURRENT SURVEY CONTROL
 NQ0045  ___________________________________________________________________
 NQ0045* NAD 83(1986)-  42 56 21.     (N)    104 22 10.     (W)     SCALED    
 NQ0045* NAVD 88     -      1372.507  (meters)    4502.97   (feet)  ADJUSTED  
 NQ0045  ___________________________________________________________________
 NQ0045  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 NQ0045  DYNAMIC HT  -        1371.787 (meters)    4500.60  (feet)  COMP
 NQ0045  MODELED GRAV-     980,047.3   (mgal)                       NAVD 88
 NQ0045
 NQ0045  VERT ORDER  -  SECOND    CLASS 0
 NQ0045
 NQ0045.The horizontal coordinates were scaled from a topographic map and have
 NQ0045.an estimated accuracy of +/- 6 seconds.
 NQ0045
 NQ0045.The orthometric height was determined by differential leveling
 NQ0045.and adjusted by the National Geodetic Survey in June 1991..
 NQ0045
 NQ0045.The geoid height was determined by GEOID03.
 NQ0045
 NQ0045.The dynamic height is computed by dividing the NAVD 88
 NQ0045.geopotential number by the normal gravity value computed on the
 NQ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0045.degrees latitude (g = 980.6199 gals.).
 NQ0045
 NQ0045.The modeled gravity was interpolated from observed gravity values.
 NQ0045
 NQ0045;                    North         East    Units  Estimated Accuracy
 NQ0045;SPC WY E     -   271,200.      265,070.      MT  (+/- 180 meters Scaled)
 NQ0045
 NQ0045                          SUPERSEDED SURVEY CONTROL
 NQ0045
 NQ0045  NGVD 29 (??/??/92) 1371.827  (m)         4500.74   (f) ADJ UNCH    2 0
 NQ0045
 NQ0045.Superseded values are not recommended for survey control.
 NQ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0045.See file dsdata.txt to determine how the superseded data were derived.
 NQ0045
 NQ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH514542(NAD 83)
 NQ0045_MARKER: DB = BENCH MARK DISK
 NQ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0045_STAMPING: X 53 1934
 NQ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0045+STABILITY: SURFACE MOTION
 NQ0045
 NQ0045  HISTORY     - Date     Condition        Report By
 NQ0045  HISTORY     - 1934     MONUMENTED       CGS
 NQ0045  HISTORY     - 1941     GOOD             NGS
 NQ0045  HISTORY     - 1976     MARK NOT FOUND   USGS
 NQ0045
 NQ0045                          STATION DESCRIPTION
 NQ0045
 NQ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0045'14 MI N FROM LUSK.
 NQ0045'14.0 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 NQ0045'AT LUSK, NIOBRARA COUNTY, 125 YARDS NORTHEAST OF THE NORTHEAST
 NQ0045'CORNER OF THE POST OFFICE AT HAT CREEK, AT THE JUNCTION OF A
 NQ0045'T-ROAD LEADING EAST, 54 FEET EAST OF THE CENTERLINE OF THE
 NQ0045'HIGHWAY, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4 FEET EAST
 NQ0045'OF THE RIGHT-OF-WAY FENCE, AND 5.5 FEET NORTHEAST OF A FENCE
 NQ0045'CORNER.  A STANDARD DISK, STAMPED X 53 1934 AND SET IN THE TOP
 NQ0045'OF A CONCRETE POST.
 NQ0045
 NQ0045                          STATION RECOVERY (1976)
 NQ0045
 NQ0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NQ0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0149 ***********************************************************************
 OU0149  DESIGNATION -  X 54
 OU0149  PID         -  OU0149
 OU0149  STATE/COUNTY-  WY/NIOBRARA
 OU0149  USGS QUAD   -  FUNNY ROCK (1981)
 OU0149
 OU0149                         *CURRENT SURVEY CONTROL
 OU0149  ___________________________________________________________________
 OU0149* NAD 83(1986)-  43 14 41.     (N)    104 34 07.     (W)     SCALED    
 OU0149* NAVD 88     -      1248.659  (meters)    4096.64   (feet)  ADJUSTED  
 OU0149  ___________________________________________________________________
 OU0149  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 OU0149  DYNAMIC HT  -        1248.027 (meters)    4094.57  (feet)  COMP
 OU0149  MODELED GRAV-     980,071.2   (mgal)                       NAVD 88
 OU0149
 OU0149  VERT ORDER  -  SECOND    CLASS 0
 OU0149
 OU0149.The horizontal coordinates were scaled from a topographic map and have
 OU0149.an estimated accuracy of +/- 6 seconds.
 OU0149
 OU0149.The orthometric height was determined by differential leveling
 OU0149.and adjusted by the National Geodetic Survey in June 1991..
 OU0149
 OU0149.The geoid height was determined by GEOID03.
 OU0149
 OU0149.The dynamic height is computed by dividing the NAVD 88
 OU0149.geopotential number by the normal gravity value computed on the
 OU0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0149.degrees latitude (g = 980.6199 gals.).
 OU0149
 OU0149.The modeled gravity was interpolated from observed gravity values.
 OU0149
 OU0149;                    North         East    Units  Estimated Accuracy
 OU0149;SPC WY E     -   305,010.      248,570.      MT  (+/- 180 meters Scaled)
 OU0149
 OU0149                          SUPERSEDED SURVEY CONTROL
 OU0149
 OU0149  NGVD 29 (??/??/92) 1247.946  (m)         4094.30   (f) ADJ UNCH    2 0
 OU0149
 OU0149.Superseded values are not recommended for survey control.
 OU0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0149.See file dsdata.txt to determine how the superseded data were derived.
 OU0149
 OU0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH350880(NAD 83)
 OU0149_MARKER: DB = BENCH MARK DISK
 OU0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0149_STAMPING: X 54 1934
 OU0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0149+STABILITY: SURFACE MOTION
 OU0149
 OU0149  HISTORY     - Date     Condition        Report By
 OU0149  HISTORY     - 1934     MONUMENTED       CGS
 OU0149  HISTORY     - 1957     GOOD             NGS
 OU0149  HISTORY     - 1976     GOOD             USGS
 OU0149
 OU0149                          STATION DESCRIPTION
 OU0149
 OU0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0149'22.2 MI N FROM LANCE CREEK.
 OU0149'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0149'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0149'THENCE 13.55 MILES NORTHWEST ALONG A WINDING TRACK ROAD, THENCE
 OU0149'0.2 MILE NORTHWEST ALONG A DIM TRACK ROAD, 0.2 MILE WEST OF A
 OU0149'CATTLE GUARD, 0.1 MILE SOUTHEAST OF A PROMINENT BUTTE, 124 FEET
 OU0149'WEST OF THE CENTER LINE OF A TRACK ROAD, 131 FEET EAST OF A FENCE
 OU0149'CORNER, 0.8 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A
 OU0149'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION
 OU0149'29, TOWNSHIP 38 NORTH, RANGE 64 WEST.
 OU0149
 OU0149                          STATION RECOVERY (1976)
 OU0149
 OU0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0149'LANCE CREEK POST OFFICE, 7.0 MILES EAST FROM ALONG STATE HWY. 270
 OU0149'THENCE, MILES NORTH ALONG GRADED DIRT ROAD, THENCE, 2.0 MILES NORTH
 OU0149'ALONG TRACK ROAD TO A CATTLEGUARD ,IN SEC. 29, T 38 N., R 64 W., 0.2
 OU0149'MILE WEST OF CATTLEGUARD ALONG FENCE, 131 FEET EAST ALONG FENCE, 4
 OU0149'FEET NORTH OF FENCE FROM FENCE CORNER, SET IN THE TOP OF A CONCRETE
 OU0149'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND. A STANDARD DISK
 OU0149'STAMPED "X 54 1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0186 ***********************************************************************
 OU0186  DESIGNATION -  X 55
 OU0186  PID         -  OU0186
 OU0186  STATE/COUNTY-  WY/WESTON
 OU0186  USGS QUAD   -  DUPONT CREEK (1982)
 OU0186
 OU0186                         *CURRENT SURVEY CONTROL
 OU0186  ___________________________________________________________________
 OU0186* NAD 83(1986)-  43 43 08.     (N)    104 37 08.     (W)     SCALED    
 OU0186* NAVD 88     -      1322.984  (meters)    4340.49   (feet)  ADJUSTED  
 OU0186  ___________________________________________________________________
 OU0186  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 OU0186  DYNAMIC HT  -        1322.369 (meters)    4338.47  (feet)  COMP
 OU0186  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 OU0186
 OU0186  VERT ORDER  -  SECOND    CLASS 0
 OU0186
 OU0186.The horizontal coordinates were scaled from a topographic map and have
 OU0186.an estimated accuracy of +/- 6 seconds.
 OU0186
 OU0186.The orthometric height was determined by differential leveling
 OU0186.and adjusted by the National Geodetic Survey in June 1991..
 OU0186
 OU0186.The geoid height was determined by GEOID03.
 OU0186
 OU0186.The dynamic height is computed by dividing the NAVD 88
 OU0186.geopotential number by the normal gravity value computed on the
 OU0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0186.degrees latitude (g = 980.6199 gals.).
 OU0186
 OU0186.The modeled gravity was interpolated from observed gravity values.
 OU0186
 OU0186;                    North         East    Units  Estimated Accuracy
 OU0186;SPC WY E     -   357,660.      244,140.      MT  (+/- 180 meters Scaled)
 OU0186
 OU0186                          SUPERSEDED SURVEY CONTROL
 OU0186
 OU0186  NGVD 29 (??/??/92) 1322.311  (m)         4338.28   (f) ADJ UNCH    2 0
 OU0186
 OU0186.Superseded values are not recommended for survey control.
 OU0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0186.See file dsdata.txt to determine how the superseded data were derived.
 OU0186
 OU0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ306407(NAD 83)
 OU0186_MARKER: DB = BENCH MARK DISK
 OU0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0186_STAMPING: X 55 1934
 OU0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0186+STABILITY: SURFACE MOTION
 OU0186
 OU0186  HISTORY     - Date     Condition        Report By
 OU0186  HISTORY     - 1934     MONUMENTED       CGS
 OU0186  HISTORY     - 1975     GOOD             USGS
 OU0186
 OU0186                          STATION DESCRIPTION
 OU0186
 OU0186'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 OU0186'4.5 MI NE FROM CLARETON.
 OU0186'3.0 MILES NW ALONG U.S. 16 FROM THE POST OFFICE IN NEWCASTLE
 OU0186'THENCE 20.8 MILES WEST ALONG STAT HGWY 450 TO A DIRT ROAD SOUTH.
 OU0186'TAKE MAIN DIRT ROAD SOUTH TO A T ROAD NORTH.  35 FT N AND 32 FT
 OU0186'EAST OF T ROAD, A STANDARD TABLET STAMPED X 55 1934 AND SET
 OU0186'IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0202 ***********************************************************************
 OU0202  DESIGNATION -  X 57
 OU0202  PID         -  OU0202
 OU0202  STATE/COUNTY-  WY/CAMPBELL
 OU0202  USGS QUAD   -  TECKLA SW (1971)
 OU0202
 OU0202                         *CURRENT SURVEY CONTROL
 OU0202  ___________________________________________________________________
 OU0202* NAD 83(1986)-  43 32 41.     (N)    105 26 21.     (W)     SCALED    
 OU0202* NAVD 88     -      1515.004  (meters)    4970.48   (feet)  ADJUSTED  
 OU0202  ___________________________________________________________________
 OU0202  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 OU0202  DYNAMIC HT  -        1514.176 (meters)    4967.76  (feet)  COMP
 OU0202  MODELED GRAV-     980,019.8   (mgal)                       NAVD 88
 OU0202
 OU0202  VERT ORDER  -  SECOND    CLASS 0
 OU0202
 OU0202.The horizontal coordinates were scaled from a topographic map and have
 OU0202.an estimated accuracy of +/- 6 seconds.
 OU0202
 OU0202.The orthometric height was determined by differential leveling
 OU0202.and adjusted by the National Geodetic Survey in June 1991..
 OU0202
 OU0202.The geoid height was determined by GEOID03.
 OU0202
 OU0202.The dynamic height is computed by dividing the NAVD 88
 OU0202.geopotential number by the normal gravity value computed on the
 OU0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0202.degrees latitude (g = 980.6199 gals.).
 OU0202
 OU0202.The modeled gravity was interpolated from observed gravity values.
 OU0202
 OU0202;                    North         East    Units  Estimated Accuracy
 OU0202;SPC WY E     -   338,200.      177,980.      MT  (+/- 180 meters Scaled)
 OU0202
 OU0202                          SUPERSEDED SURVEY CONTROL
 OU0202
 OU0202  NGVD 29 (??/??/92) 1514.18   (m)         4967.8    (f) COMPUTED    2 0
 OU0202
 OU0202.Superseded values are not recommended for survey control.
 OU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0202.See file dsdata.txt to determine how the superseded data were derived.
 OU0202
 OU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ645214(NAD 83)
 OU0202_MARKER: DB = BENCH MARK DISK
 OU0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0202_STAMPING: X 57 1934
 OU0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0202+STABILITY: SURFACE MOTION
 OU0202
 OU0202  HISTORY     - Date     Condition        Report By
 OU0202  HISTORY     - 1934     MONUMENTED       CGS
 OU0202
 OU0202                          STATION DESCRIPTION
 OU0202
 OU0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OU0202'11.7 MI NW FROM VERSE.
 OU0202'IN CAMPBELL COUNTY, ABOUT 11.7 MILES NORTHWEST ALONG THE ROAD
 OU0202'LEADING TO PINE TREE FROM VERSE, CONVERSE COUNTY, ABOUT 5.9 MILES
 OU0202'NORTH OF THE CROSSING OF ANTELOPE CREEK, AT THE JUNCTION OF A
 OU0202'ROAD LEADING WEST, AND 42 FEET EAST OF THE CENTER LINE OF THE
 OU0202'VERSE-PINE TREE ROAD.  A STANDARD DISK, STAMPED X 57 1934 AND
 OU0202'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0780 ***********************************************************************
 NQ0780  DESIGNATION -  X 58 RESET
 NQ0780  PID         -  NQ0780
 NQ0780  STATE/COUNTY-  WY/CONVERSE
 NQ0780  USGS QUAD   -  CLAUSEN RANCH (1949)
 NQ0780
 NQ0780                         *CURRENT SURVEY CONTROL
 NQ0780  ___________________________________________________________________
 NQ0780* NAD 83(1986)-  42 59 57.     (N)    105 15 38.     (W)     SCALED    
 NQ0780* NAVD 88     -      1508.65   (meters)    4949.6    (feet)  RESET     
 NQ0780  ___________________________________________________________________
 NQ0780  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 NQ0780
 NQ0780  VERT ORDER  -  THIRD
 NQ0780
 NQ0780.The horizontal coordinates were scaled from a topographic map and have
 NQ0780.an estimated accuracy of +/- 6 seconds.
 NQ0780
 NQ0780.The orthometric height was computed from unverified reset data.
 NQ0780
 NQ0780.The geoid height was determined by GEOID03.
 NQ0780
 NQ0780;                    North         East    Units  Estimated Accuracy
 NQ0780;SPC WY E     -   277,570.      192,350.      MT  (+/- 180 meters Scaled)
 NQ0780
 NQ0780                          SUPERSEDED SURVEY CONTROL
 NQ0780
 NQ0780  NGVD 29 (03/28/06) 1507.81   (m)         4946.9    (f) RESET       3  
 NQ0780
 NQ0780.Superseded values are not recommended for survey control.
 NQ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0780.See file dsdata.txt to determine how the superseded data were derived.
 NQ0780
 NQ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH787607(NAD 83)
 NQ0780_MARKER: DV = VERTICAL CONTROL DISK
 NQ0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0780_SP_SET: CONCRETE POST
 NQ0780_STAMPING: X 58 RESET 1978
 NQ0780_MARK LOGO: NGS   
 NQ0780_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0780+STABILITY: SURFACE MOTION
 NQ0780
 NQ0780  HISTORY     - Date     Condition        Report By
 NQ0780  HISTORY     - 1978     MONUMENTED       NGS
 NQ0780
 NQ0780                          STATION DESCRIPTION
 NQ0780
 NQ0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 NQ0780'ABOUT 19.25 MILES (30.98 KM) NORTHERLY ALONG STATE HIGHWAY 59 FROM
 NQ0780'THE JUNCTION OF US HIGHWAYS 20, 26, 87 AND STATE HIGHWAY 59 IN
 NQ0780'DOUGLAS, 46 FEET (14.0 M) EAST OF STATE HIGHWAY 59 CENTERLINE, 1.5
 NQ0780'FEET (0.5 M) NORTH OF A METAL WITNESS POST, 1.3 FEET (0.4 M) EAST OF
 NQ0780'HIGHWAY RIGHT-OF-WAY FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 NQ0780'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0671 ***********************************************************************
 PV0671  DESIGNATION -  X 59 RESET
 PV0671  PID         -  PV0671
 PV0671  STATE/COUNTY-  WY/CROOK
 PV0671  USGS QUAD   -  CARLILE (1984)
 PV0671
 PV0671                         *CURRENT SURVEY CONTROL
 PV0671  ___________________________________________________________________
 PV0671* NAD 83(1986)-  44 29 40.     (N)    104 47 06.     (W)     SCALED    
 PV0671* NAVD 88     -      1234.60   (meters)    4050.5    (feet)  RESET     
 PV0671  ___________________________________________________________________
 PV0671  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 PV0671
 PV0671  VERT ORDER  -  THIRD
 PV0671
 PV0671.The horizontal coordinates were scaled from a topographic map and have
 PV0671.an estimated accuracy of +/- 6 seconds.
 PV0671
 PV0671.The orthometric height was computed from unverified reset data.
 PV0671
 PV0671.The geoid height was determined by GEOID03.
 PV0671
 PV0671;                    North         East    Units  Estimated Accuracy
 PV0671;SPC WY E     -   443,760.      230,360.      MT  (+/- 180 meters Scaled)
 PV0671
 PV0671                          SUPERSEDED SURVEY CONTROL
 PV0671
 PV0671.No superseded survey control is available for this station.
 PV0671
 PV0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK170268(NAD 83)
 PV0671_MARKER: DV = VERTICAL CONTROL DISK
 PV0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0671_SP_SET: CONCRETE POST
 PV0671_STAMPING: X 59 RESET 1984
 PV0671_MARK LOGO: NGS   
 PV0671_MAGNETIC: N = NO MAGNETIC MATERIAL
 PV0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0671+STABILITY: SURFACE MOTION
 PV0671
 PV0671  HISTORY     - Date     Condition        Report By
 PV0671  HISTORY     - 1984     MONUMENTED       WYHD
 PV0671
 PV0671                          STATION DESCRIPTION
 PV0671
 PV0671'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1984
 PV0671'0.9 MILE EAST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE IN CARLILE, 6
 PV0671'FEET SOUTH OF RIGHT-OF-WAY FENCE, 105 FEET SOUTH OF CENTERLINE OF
 PV0671'HIGHWAY AND 36 FEET EAST OF THE EAST END OF A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0060 ***********************************************************************
 PV0060  DESIGNATION -  X 61
 PV0060  PID         -  PV0060
 PV0060  STATE/COUNTY-  WY/CROOK
 PV0060  USGS QUAD   -  SUNDANCE WEST (1984)
 PV0060
 PV0060                         *CURRENT SURVEY CONTROL
 PV0060  ___________________________________________________________________
 PV0060* NAD 83(1986)-  44 23 39.     (N)    104 24 56.     (W)     SCALED    
 PV0060* NAVD 88     -      1509.333  (meters)    4951.87   (feet)  ADJUSTED  
 PV0060  ___________________________________________________________________
 PV0060  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 PV0060  DYNAMIC HT  -        1508.721 (meters)    4949.86  (feet)  COMP
 PV0060  MODELED GRAV-     980,158.2   (mgal)                       NAVD 88
 PV0060
 PV0060  VERT ORDER  -  SECOND    CLASS 0
 PV0060
 PV0060.The horizontal coordinates were scaled from a topographic map and have
 PV0060.an estimated accuracy of +/- 6 seconds.
 PV0060
 PV0060.The orthometric height was determined by differential leveling
 PV0060.and adjusted by the National Geodetic Survey in June 1991..
 PV0060
 PV0060.The geoid height was determined by GEOID03.
 PV0060
 PV0060.The dynamic height is computed by dividing the NAVD 88
 PV0060.geopotential number by the normal gravity value computed on the
 PV0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0060.degrees latitude (g = 980.6199 gals.).
 PV0060
 PV0060.The modeled gravity was interpolated from observed gravity values.
 PV0060
 PV0060;                    North         East    Units  Estimated Accuracy
 PV0060;SPC WY E     -   432,820.      259,840.      MT  (+/- 180 meters Scaled)
 PV0060
 PV0060                          SUPERSEDED SURVEY CONTROL
 PV0060
 PV0060  NGVD 29 (??/??/92) 1508.686  (m)         4949.75   (f) ADJ UNCH    2 0
 PV0060
 PV0060.Superseded values are not recommended for survey control.
 PV0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0060.See file dsdata.txt to determine how the superseded data were derived.
 PV0060
 PV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK465158(NAD 83)
 PV0060_MARKER: DB = BENCH MARK DISK
 PV0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0060_STAMPING: X 61 1934
 PV0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0060+STABILITY: SURFACE MOTION
 PV0060
 PV0060  HISTORY     - Date     Condition        Report By
 PV0060  HISTORY     - 1934     MONUMENTED       CGS
 PV0060  HISTORY     - 1982     MARK NOT FOUND   USGS
 PV0060
 PV0060                          STATION DESCRIPTION
 PV0060
 PV0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PV0060'2.4 MI W FROM SUNDANCE.
 PV0060'2.4 MILES WEST FROM COURTHOUSE.  ALONG U.S. HIGHWAY 16, BETWEEN
 PV0060'SUNDANCE AND CARLILE, NEAR A TURNOUT TO ROAD WHICH PASSES THROUGH
 PV0060'A GATE AND ON TO A FARM GROVE ON THE SOUTH SIDE OF THE HIGHWAY,
 PV0060'52.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET EAST
 PV0060'OF THE CENTERLINE OF ROAD, 15 FEET EAST OF EAST END OF GATE,
 PV0060'AND 2.5 FEET SOUTH OF RIGHT OF WAY FENCE.  STANDARD DISK STAMPED
 PV0060'X 61 1934.
 PV0060
 PV0060                          STATION RECOVERY (1982)
 PV0060
 PV0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 PV0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0014 ***********************************************************************
 MO0014  DESIGNATION -  X 62
 MO0014  PID         -  MO0014
 MO0014  STATE/COUNTY-  WY/GOSHEN
 MO0014  USGS QUAD   -  HAWK SPRINGS (1990)
 MO0014
 MO0014                         *CURRENT SURVEY CONTROL
 MO0014  ___________________________________________________________________
 MO0014* NAD 83(1986)-  41 47 00.     (N)    104 15 56.     (W)     SCALED    
 MO0014* NAVD 88     -      1338.352  (meters)    4390.91   (feet)  ADJUSTED  
 MO0014  ___________________________________________________________________
 MO0014  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 MO0014  DYNAMIC HT  -        1337.439 (meters)    4387.91  (feet)  COMP
 MO0014  MODELED GRAV-     979,893.9   (mgal)                       NAVD 88
 MO0014
 MO0014  VERT ORDER  -  SECOND    CLASS 0
 MO0014
 MO0014.The horizontal coordinates were scaled from a topographic map and have
 MO0014.an estimated accuracy of +/- 6 seconds.
 MO0014
 MO0014.The orthometric height was determined by differential leveling
 MO0014.and adjusted by the National Geodetic Survey in June 1991..
 MO0014
 MO0014.The geoid height was determined by GEOID03.
 MO0014
 MO0014.The dynamic height is computed by dividing the NAVD 88
 MO0014.geopotential number by the normal gravity value computed on the
 MO0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0014.degrees latitude (g = 980.6199 gals.).
 MO0014
 MO0014.The modeled gravity was interpolated from observed gravity values.
 MO0014
 MO0014;                    North         East    Units  Estimated Accuracy
 MO0014;SPC WY E     -   142,910.      274,910.      MT  (+/- 180 meters Scaled)
 MO0014
 MO0014                          SUPERSEDED SURVEY CONTROL
 MO0014
 MO0014  NGVD 29 (??/??/92) 1337.566  (m)         4388.33   (f) ADJ UNCH    2 0
 MO0014
 MO0014.Superseded values are not recommended for survey control.
 MO0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0014.See file dsdata.txt to determine how the superseded data were derived.
 MO0014
 MO0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG610259(NAD 83)
 MO0014_MARKER: DB = BENCH MARK DISK
 MO0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0014_STAMPING: X 62 1934
 MO0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0014+STABILITY: SURFACE MOTION
 MO0014
 MO0014  HISTORY     - Date     Condition        Report By
 MO0014  HISTORY     - 1934     MONUMENTED       CGS
 MO0014  HISTORY     - 1941     GOOD             NGS
 MO0014
 MO0014                          STATION DESCRIPTION
 MO0014
 MO0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0014'AT HAWK SPRINGS.
 MO0014'AT HAWK SPRINGS, GOSHEN COUNTY, 43.9 FEET NORTH OF THE NORTHWEST
 MO0014'CORNER OF THE UNION PACIFIC RAILROAD STATION, IN A PARK, 91.2
 MO0014'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND 1.8
 MO0014'FEET NORTH OF THE PARK FENCE.  A STANDARD DISK, STAMPED X 62 1934
 MO0014'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0174 ***********************************************************************
 NQ0174  DESIGNATION -  X 63
 NQ0174  PID         -  NQ0174
 NQ0174  STATE/COUNTY-  WY/PLATTE
 NQ0174  USGS QUAD   -  GUERNSEY RESERVOIR (1990)
 NQ0174
 NQ0174                         *CURRENT SURVEY CONTROL
 NQ0174  ___________________________________________________________________
 NQ0174* NAD 83(1986)-  42 17 30.     (N)    104 46 25.     (W)     SCALED    
 NQ0174* NAVD 88     -      1349.297  (meters)    4426.82   (feet)  ADJUSTED  
 NQ0174  ___________________________________________________________________
 NQ0174  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 NQ0174  DYNAMIC HT  -        1348.464 (meters)    4424.09  (feet)  COMP
 NQ0174  MODELED GRAV-     979,957.7   (mgal)                       NAVD 88
 NQ0174
 NQ0174  VERT ORDER  -  SECOND    CLASS 0
 NQ0174
 NQ0174.The horizontal coordinates were scaled from a topographic map and have
 NQ0174.an estimated accuracy of +/- 6 seconds.
 NQ0174
 NQ0174.The orthometric height was determined by differential leveling
 NQ0174.and adjusted by the National Geodetic Survey in June 1991..
 NQ0174
 NQ0174.The geoid height was determined by GEOID03.
 NQ0174
 NQ0174.The dynamic height is computed by dividing the NAVD 88
 NQ0174.geopotential number by the normal gravity value computed on the
 NQ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0174.degrees latitude (g = 980.6199 gals.).
 NQ0174
 NQ0174.The modeled gravity was interpolated from observed gravity values.
 NQ0174
 NQ0174;                    North         East    Units  Estimated Accuracy
 NQ0174;SPC WY E     -   199,050.      232,410.      MT  (+/- 180 meters Scaled)
 NQ0174
 NQ0174                          SUPERSEDED SURVEY CONTROL
 NQ0174
 NQ0174  NGVD 29 (??/??/92) 1348.511  (m)         4424.24   (f) ADJ UNCH    2 0
 NQ0174
 NQ0174.Superseded values are not recommended for survey control.
 NQ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0174.See file dsdata.txt to determine how the superseded data were derived.
 NQ0174
 NQ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG186821(NAD 83)
 NQ0174_MARKER: DB = BENCH MARK DISK
 NQ0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0174_SP_SET: WALL
 NQ0174_STAMPING: X 63 1934
 NQ0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0174
 NQ0174  HISTORY     - Date     Condition        Report By
 NQ0174  HISTORY     - 1934     MONUMENTED       CGS
 NQ0174
 NQ0174                          STATION DESCRIPTION
 NQ0174
 NQ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0174'2.2 MI NW FROM GUERNSEY.
 NQ0174'2.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0174'RAILROAD FROM THE STATION AT GUERNSEY, 0.15 MILE NORTHWEST OF
 NQ0174'MILEPOST 97, AT THE NORTHWEST PORTAL OF TUNNEL 96.85, IN THE
 NQ0174'FACE OF THE WEST FOOTING WALL, 2 FEET SOUTHEAST OF THE END OF THE
 NQ0174'TUNNEL, 6.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 0.6 FOOT
 NQ0174'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED X 63 1934
 NQ0174'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0075 ***********************************************************************
 NQ0075  DESIGNATION -  X 64
 NQ0075  PID         -  NQ0075
 NQ0075  STATE/COUNTY-  WY/GOSHEN
 NQ0075  USGS QUAD   -  TORRINGTON (1990)
 NQ0075
 NQ0075                         *CURRENT SURVEY CONTROL
 NQ0075  ___________________________________________________________________
 NQ0075* NAD 83(1986)-  42 02 43.     (N)    104 08 45.     (W)     SCALED    
 NQ0075* NAVD 88     -      1243.118  (meters)    4078.46   (feet)  ADJUSTED  
 NQ0075  ___________________________________________________________________
 NQ0075  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 NQ0075  DYNAMIC HT  -        1242.325 (meters)    4075.86  (feet)  COMP
 NQ0075  MODELED GRAV-     979,941.8   (mgal)                       NAVD 88
 NQ0075
 NQ0075  VERT ORDER  -  SECOND    CLASS 0
 NQ0075
 NQ0075.The horizontal coordinates were scaled from a topographic map and have
 NQ0075.an estimated accuracy of +/- 6 seconds.
 NQ0075
 NQ0075.The orthometric height was determined by differential leveling
 NQ0075.and adjusted by the National Geodetic Survey in June 1991..
 NQ0075
 NQ0075.The geoid height was determined by GEOID03.
 NQ0075
 NQ0075.The dynamic height is computed by dividing the NAVD 88
 NQ0075.geopotential number by the normal gravity value computed on the
 NQ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0075.degrees latitude (g = 980.6199 gals.).
 NQ0075
 NQ0075.The modeled gravity was interpolated from observed gravity values.
 NQ0075
 NQ0075;                    North         East    Units  Estimated Accuracy
 NQ0075;SPC WY E     -   172,110.      284,510.      MT  (+/- 180 meters Scaled)
 NQ0075
 NQ0075                          SUPERSEDED SURVEY CONTROL
 NQ0075
 NQ0075  NGVD 29 (??/??/92) 1242.383  (m)         4076.05   (f) ADJ UNCH    2 0
 NQ0075
 NQ0075.Superseded values are not recommended for survey control.
 NQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0075.See file dsdata.txt to determine how the superseded data were derived.
 NQ0075
 NQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG706551(NAD 83)
 NQ0075_MARKER: DB = BENCH MARK DISK
 NQ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0075_STAMPING: X 64 1934
 NQ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0075+STABILITY: SURFACE MOTION
 NQ0075
 NQ0075  HISTORY     - Date     Condition        Report By
 NQ0075  HISTORY     - 1934     MONUMENTED       CGS
 NQ0075  HISTORY     - 1941     GOOD             NGS
 NQ0075
 NQ0075                          STATION DESCRIPTION
 NQ0075
 NQ0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NQ0075'2.3 MI SE FROM TORRINGTON.
 NQ0075'2.3 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0075'RAILROAD FROM THE STATION AT TORRINGTON, 0.3 MILE SOUTHEAST OF
 NQ0075'MILEPOST 60, ABOUT 415 FEET NORTHWEST OF THE STATION SIGNBOARD
 NQ0075'AT HUNTON, 125 FEET EAST OF A LITTLE-USED ROAD CROSSING, 27.5
 NQ0075'FEET NORTHEAST OF THE NORTHEAST RAIL, 63 FEET SOUTHWEST OF THE
 NQ0075'CENTERLINE OF U.S. HIGHWAY 26, AND 9 FEET SOUTHEAST OF A POLE.
 NQ0075'A STANDARD DISK, STAMPED X 64 1934 AND SET IN THE TOP OF A CONCRETE
 NQ0075'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0072 ***********************************************************************
 MP0072  DESIGNATION -  X 65
 MP0072  PID         -  MP0072
 MP0072  STATE/COUNTY-  WY/ALBANY
 MP0072  USGS QUAD   -  LAKE OWEN (1992)
 MP0072
 MP0072                         *CURRENT SURVEY CONTROL
 MP0072  ___________________________________________________________________
 MP0072* NAD 83(1986)-  41 11 18.     (N)    106 07 11.     (W)     SCALED    
 MP0072* NAVD 88     -      2475.854  (meters)    8122.86   (feet)  ADJUSTED  
 MP0072  ___________________________________________________________________
 MP0072  GEOID HEIGHT-         -10.70  (meters)                     GEOID03
 MP0072  DYNAMIC HT  -        2473.458 (meters)    8115.00  (feet)  COMP
 MP0072  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 MP0072
 MP0072  VERT ORDER  -  FIRST     CLASS II
 MP0072
 MP0072.The horizontal coordinates were scaled from a topographic map and have
 MP0072.an estimated accuracy of +/- 6 seconds.
 MP0072
 MP0072.The orthometric height was determined by differential leveling
 MP0072.and adjusted by the National Geodetic Survey in June 1991..
 MP0072.WARNING-Repeat measurements at this control monument indicate possible
 MP0072.vertical movement.
 MP0072
 MP0072.The geoid height was determined by GEOID03.
 MP0072
 MP0072.The dynamic height is computed by dividing the NAVD 88
 MP0072.geopotential number by the normal gravity value computed on the
 MP0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0072.degrees latitude (g = 980.6199 gals.).
 MP0072
 MP0072.The modeled gravity was interpolated from observed gravity values.
 MP0072
 MP0072;                    North         East    Units  Estimated Accuracy
 MP0072;SPC WY E     -    76,870.      120,050.      MT  (+/- 180 meters Scaled)
 MP0072
 MP0072                          SUPERSEDED SURVEY CONTROL
 MP0072
 MP0072  NGVD 29 (??/??/92) 2474.580  (m)         8118.68   (f) ADJ UNCH    1 2
 MP0072
 MP0072.Superseded values are not recommended for survey control.
 MP0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0072.See file dsdata.txt to determine how the superseded data were derived.
 MP0072
 MP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF060602(NAD 83)
 MP0072_MARKER: DB = BENCH MARK DISK
 MP0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0072_STAMPING: X 65 1934
 MP0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0072+STABILITY: SURFACE MOTION
 MP0072
 MP0072  HISTORY     - Date     Condition        Report By
 MP0072  HISTORY     - 1934     MONUMENTED       CGS
 MP0072  HISTORY     - 1956     GOOD             NGS
 MP0072
 MP0072                          STATION DESCRIPTION
 MP0072
 MP0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0072'0.8 MI N FROM ALBANY.
 MP0072'0.8 MILE NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 MP0072'FROM THE STATION AT ALBANY, 5 POLES EAST OF MILEPOST 38, 97 FEET
 MP0072'NORTHEAST OF THE NORTHEAST CORNER OF A RANCH HOUSE, 31 FEET SOUTHWEST
 MP0072'OF THE CENTER OF A PRIVATE ROAD CROSSING, 23.7 FEET SOUTH OF THE SOUTH
 MP0072'RAIL OF THE MAIN TRACK, 3.6 FEET EAST OF A WITNESS POST, SET IN THE
 MP0072'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN
 MP0072'SECTION 14, TOWNSHIP 14 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0143 ***********************************************************************
 NT0143  DESIGNATION -  X 67
 NT0143  PID         -  NT0143
 NT0143  STATE/COUNTY-  WY/LINCOLN
 NT0143  USGS QUAD   -  AFTON (1980)
 NT0143
 NT0143                         *CURRENT SURVEY CONTROL
 NT0143  ___________________________________________________________________
 NT0143* NAD 83(1986)-  42 39 53.     (N)    110 55 59.     (W)     SCALED    
 NT0143* NAVD 88     -      1927.128  (meters)    6322.59   (feet)  ADJUSTED  
 NT0143  ___________________________________________________________________
 NT0143  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 NT0143  DYNAMIC HT  -        1925.701 (meters)    6317.90  (feet)  COMP
 NT0143  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 NT0143
 NT0143  VERT ORDER  -  SECOND    CLASS 0
 NT0143
 NT0143.The horizontal coordinates were scaled from a topographic map and have
 NT0143.an estimated accuracy of +/- 6 seconds.
 NT0143
 NT0143.The orthometric height was determined by differential leveling
 NT0143.and adjusted by the National Geodetic Survey in June 1991..
 NT0143
 NT0143.The geoid height was determined by GEOID03.
 NT0143
 NT0143.The dynamic height is computed by dividing the NAVD 88
 NT0143.geopotential number by the normal gravity value computed on the
 NT0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0143.degrees latitude (g = 980.6199 gals.).
 NT0143
 NT0143.The modeled gravity was interpolated from observed gravity values.
 NT0143
 NT0143;                    North         East    Units  Estimated Accuracy
 NT0143;SPC WY W     -   340,760.      730,340.      MT  (+/- 180 meters Scaled)
 NT0143
 NT0143                          SUPERSEDED SURVEY CONTROL
 NT0143
 NT0143  NGVD 29 (??/??/92) 1925.820  (m)         6318.29   (f) ADJ UNCH    2 0
 NT0143
 NT0143.Superseded values are not recommended for survey control.
 NT0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0143.See file dsdata.txt to determine how the superseded data were derived.
 NT0143
 NT0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN054235(NAD 83)
 NT0143_MARKER: DB = BENCH MARK DISK
 NT0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0143_STAMPING: X 67 1934
 NT0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0143+STABILITY: SURFACE MOTION
 NT0143
 NT0143  HISTORY     - Date     Condition        Report By
 NT0143  HISTORY     - 1934     MONUMENTED       CGS
 NT0143  HISTORY     - 1982     GOOD             LOCSUR
 NT0143
 NT0143                          STATION DESCRIPTION
 NT0143
 NT0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0143'3.5 MI N FROM SMOOT.
 NT0143'3.5 MILES NORTH ALONG U.S. HIGHWAY 89 FROM THE PUBLIC SCHOOL AT SMOOT,
 NT0143'LINCOLN COUNTY, 125 FEET EAST OF THE ALBERT OLSON FARMHOUSE, 90 FEET
 NT0143'SOUTHEAST OF THE CENTER LINE OF A CONCRETE CULVERT UNDER THE ROAD
 NT0143'LEADING TO THE ALBERT OLSON BARN LOT, 40 FEET EAST OF THE CENTER LINE
 NT0143'OF THE HIGHWAY, AND 1.5 FEET EAST OF A FENCE.  A STANDARD DISK,
 NT0143'STAMPED X 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NT0143
 NT0143                          STATION RECOVERY (1982)
 NT0143
 NT0143'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 NT0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0060 ***********************************************************************
 NT0060  DESIGNATION -  X 68
 NT0060  PID         -  NT0060
 NT0060  STATE/COUNTY-  WY/LINCOLN
 NT0060  USGS QUAD   -  COKEVILLE (1967)
 NT0060
 NT0060                         *CURRENT SURVEY CONTROL
 NT0060  ___________________________________________________________________
 NT0060* NAD 83(1986)-  42 05 00.     (N)    110 57 34.     (W)     SCALED    
 NT0060* NAVD 88     -      1888.598  (meters)    6196.18   (feet)  ADJUSTED  
 NT0060  ___________________________________________________________________
 NT0060  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 NT0060  DYNAMIC HT  -        1887.088 (meters)    6191.22  (feet)  COMP
 NT0060  MODELED GRAV-     979,756.1   (mgal)                       NAVD 88
 NT0060
 NT0060  VERT ORDER  -  SECOND    CLASS 0
 NT0060
 NT0060.The horizontal coordinates were scaled from a topographic map and have
 NT0060.an estimated accuracy of +/- 6 seconds.
 NT0060
 NT0060.The orthometric height was determined by differential leveling
 NT0060.and adjusted by the National Geodetic Survey in June 1991..
 NT0060
 NT0060.The geoid height was determined by GEOID03.
 NT0060
 NT0060.The dynamic height is computed by dividing the NAVD 88
 NT0060.geopotential number by the normal gravity value computed on the
 NT0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0060.degrees latitude (g = 980.6199 gals.).
 NT0060
 NT0060.The modeled gravity was interpolated from observed gravity values.
 NT0060
 NT0060;                    North         East    Units  Estimated Accuracy
 NT0060;SPC WY W     -   276,210.      727,510.      MT  (+/- 180 meters Scaled)
 NT0060
 NT0060                          SUPERSEDED SURVEY CONTROL
 NT0060
 NT0060  NGVD 29 (??/??/92) 1887.298  (m)         6191.91   (f) ADJ UNCH    2 0
 NT0060
 NT0060.Superseded values are not recommended for survey control.
 NT0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0060.See file dsdata.txt to determine how the superseded data were derived.
 NT0060
 NT0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM033590(NAD 83)
 NT0060_MARKER: DB = BENCH MARK DISK
 NT0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NT0060_SP_SET: FOUNDATION
 NT0060_STAMPING: X 68 1934
 NT0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NT0060
 NT0060  HISTORY     - Date     Condition        Report By
 NT0060  HISTORY     - 1934     MONUMENTED       CGS
 NT0060  HISTORY     - 1967     MARK NOT FOUND   USGS
 NT0060
 NT0060                          STATION DESCRIPTION
 NT0060
 NT0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NT0060'IN COKEVILLE.
 NT0060'AT COKEVILLE, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 160 FEET
 NT0060'SOUTHEAST OF THE SOUTHEAST END OF THE STATION, AT THE WATER TANK, IN
 NT0060'THE TOP OF THE SOUTHEAST CONCRETE FOUNDATION, AND 12 FEET NORTHEAST OF
 NT0060'THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED X 68
 NT0060'1934.  NOTE-- WATER TANK HAS BEEN REMOVED.
 NT0060
 NT0060                          STATION RECOVERY (1967)
 NT0060
 NT0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NT0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0232 ***********************************************************************
 PV0232  DESIGNATION -  X 7
 PV0232  PID         -  PV0232
 PV0232  STATE/COUNTY-  WY/CAMPBELL
 PV0232  USGS QUAD   -  FORTIN DRAW (1971)
 PV0232
 PV0232                         *CURRENT SURVEY CONTROL
 PV0232  ___________________________________________________________________
 PV0232* NAD 83(1986)-  44 17 17.     (N)    105 22 00.     (W)     SCALED    
 PV0232* NAVD 88     -      1340.808  (meters)    4398.97   (feet)  POSTED    
 PV0232  ___________________________________________________________________
 PV0232  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 PV0232  DYNAMIC HT  -        1340.280 (meters)    4397.24  (feet)  COMP
 PV0232  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 PV0232
 PV0232  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 PV0232
 PV0232.The horizontal coordinates were scaled from a topographic map and have
 PV0232.an estimated accuracy of +/- 6 seconds.
 PV0232
 PV0232.The orthometric height was determined by differential leveling
 PV0232.and adjusted by the National Geodetic Survey in 1992..
 PV0232.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 PV0232.rate of 0.0 thru 1.0 mm/km.
 PV0232
 PV0232.The geoid height was determined by GEOID03.
 PV0232
 PV0232.The dynamic height is computed by dividing the NAVD 88
 PV0232.geopotential number by the normal gravity value computed on the
 PV0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0232.degrees latitude (g = 980.6199 gals.).
 PV0232
 PV0232.The modeled gravity was interpolated from observed gravity values.
 PV0232
 PV0232;                    North         East    Units  Estimated Accuracy
 PV0232;SPC WY E     -   420,770.      184,040.      MT  (+/- 180 meters Scaled)
 PV0232
 PV0232                          SUPERSEDED SURVEY CONTROL
 PV0232
 PV0232.No superseded survey control is available for this station.
 PV0232
 PV0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK707039(NAD 83)
 PV0232_MARKER: DB = BENCH MARK DISK
 PV0232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PV0232_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PV0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PV0232
 PV0232  HISTORY     - Date     Condition        Report By
 PV0232  HISTORY     - 1908     MONUMENTED       CGS
 PV0232  HISTORY     - 1957     MARK NOT FOUND   NGS
 PV0232  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0232
 PV0232                          STATION DESCRIPTION
 PV0232
 PV0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 PV0232'AT MINTURN.
 PV0232'AT MINTURN, CROOK COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY
 PV0232'RR, 198 YARDS W OF THE STATION SIGN, 19 YARDS N OF THE CENTERLINE
 PV0232'OF THE MAIN TRACK, AND JUST INSIDE THE RIGHT-OF-WAY.  A STANDARD
 PV0232'DISK.  NOTE-- A THOROUGH SEARCH WAS MADE BUT THE MARK COULD NOT
 PV0232'BE LOCATED.
 PV0232
 PV0232                          STATION RECOVERY (1985)
 PV0232
 PV0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0232'NOT RECOVERED IN 1957 OR 1985.  STATION SIGN DESCRIBED NO LONGER
 PV0232'EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0304 ***********************************************************************
 MQ0304  DESIGNATION -  X 71
 MQ0304  PID         -  MQ0304
 MQ0304  STATE/COUNTY-  WY/SWEETWATER
 MQ0304  USGS QUAD   -  GASSON BRIDGE (1980)
 MQ0304
 MQ0304                         *CURRENT SURVEY CONTROL
 MQ0304  ___________________________________________________________________
 MQ0304* NAD 83(1986)-  41 55 53.     (N)    109 38 23.     (W)     SCALED    
 MQ0304* NAVD 88     -      1953.574  (meters)    6409.35   (feet)  ADJUSTED  
 MQ0304  ___________________________________________________________________
 MQ0304  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MQ0304  DYNAMIC HT  -        1951.958 (meters)    6404.05  (feet)  COMP
 MQ0304  MODELED GRAV-     979,725.9   (mgal)                       NAVD 88
 MQ0304
 MQ0304  VERT ORDER  -  SECOND    CLASS 0
 MQ0304
 MQ0304.The horizontal coordinates were scaled from a topographic map and have
 MQ0304.an estimated accuracy of +/- 6 seconds.
 MQ0304
 MQ0304.The orthometric height was determined by differential leveling
 MQ0304.and adjusted by the National Geodetic Survey in June 1991..
 MQ0304
 MQ0304.The geoid height was determined by GEOID03.
 MQ0304
 MQ0304.The dynamic height is computed by dividing the NAVD 88
 MQ0304.geopotential number by the normal gravity value computed on the
 MQ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0304.degrees latitude (g = 980.6199 gals.).
 MQ0304
 MQ0304.The modeled gravity was interpolated from observed gravity values.
 MQ0304
 MQ0304;                    North         East    Units  Estimated Accuracy
 MQ0304;SPC WYWC     -   159,340.      526,210.      MT  (+/- 180 meters Scaled)
 MQ0304
 MQ0304                          SUPERSEDED SURVEY CONTROL
 MQ0304
 MQ0304  NGVD 29 (??/??/92) 1952.318  (m)         6405.23   (f) ADJ UNCH    2 0
 MQ0304
 MQ0304.Superseded values are not recommended for survey control.
 MQ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0304.See file dsdata.txt to determine how the superseded data were derived.
 MQ0304
 MQ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM127430(NAD 83)
 MQ0304_MARKER: DB = BENCH MARK DISK
 MQ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0304_STAMPING: X 71 1934
 MQ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0304+STABILITY: SURFACE MOTION
 MQ0304
 MQ0304  HISTORY     - Date     Condition        Report By
 MQ0304  HISTORY     - 1934     MONUMENTED       CGS
 MQ0304
 MQ0304                          STATION DESCRIPTION
 MQ0304
 MQ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MQ0304'17.4 MI SW FROM FARSON.
 MQ0304'ABOUT 17.4 MILES SOUTHWEST ALONG THE ROAD LEADING TO GRANGER FROM THE
 MQ0304'POST OFFICE AT FARSON, SWEETWATER COUNTY, ABOUT 16 MILES NORTHEAST OF
 MQ0304'THE STEEL BRIDGE OVER GREEN RIVER, ABOUT 0.3 MILE EAST OF THE CROSSING
 MQ0304'OF A ROCKY RAVINE ABOUT 200 FEET NORTH OF A ROCK CLIFF, ABOUT 460 FEET
 MQ0304'SOUTHEAST OF BIG SANDY CREEK, AND 22 FEET SOUTH OF THE CENTER LINE OF
 MQ0304'THE ROAD.  A STANDARD DISK, STAMPED X 71 1934 AND SET IN THE TOP OF A
 MQ0304'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0290 ***********************************************************************
 MP0290  DESIGNATION -  X 72
 MP0290  PID         -  MP0290
 MP0290  STATE/COUNTY-  WY/CARBON
 MP0290  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0290
 MP0290                         *CURRENT SURVEY CONTROL
 MP0290  ___________________________________________________________________
 MP0290* NAD 83(1986)-  41 00 11.     (N)    107 21 34.     (W)     SCALED    
 MP0290* NAVD 88     -      1999.469  (meters)    6559.92   (feet)  ADJUSTED  
 MP0290  ___________________________________________________________________
 MP0290  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 MP0290  DYNAMIC HT  -        1997.642 (meters)    6553.93  (feet)  COMP
 MP0290  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 MP0290
 MP0290  VERT ORDER  -  SECOND    CLASS 0
 MP0290
 MP0290.The horizontal coordinates were scaled from a topographic map and have
 MP0290.an estimated accuracy of +/- 6 seconds.
 MP0290
 MP0290.The orthometric height was determined by differential leveling
 MP0290.and adjusted by the National Geodetic Survey in June 1991..
 MP0290
 MP0290.The geoid height was determined by GEOID03.
 MP0290
 MP0290.The dynamic height is computed by dividing the NAVD 88
 MP0290.geopotential number by the normal gravity value computed on the
 MP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0290.degrees latitude (g = 980.6199 gals.).
 MP0290
 MP0290.The modeled gravity was interpolated from observed gravity values.
 MP0290
 MP0290;                    North         East    Units  Estimated Accuracy
 MP0290;SPC WYEC     -   155,860.      397,800.      MT  (+/- 180 meters Scaled)
 MP0290
 MP0290                          SUPERSEDED SURVEY CONTROL
 MP0290
 MP0290  NGVD 29 (??/??/92) 1998.268  (m)         6555.98   (f) ADJ UNCH    2 0
 MP0290
 MP0290.Superseded values are not recommended for survey control.
 MP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0290.See file dsdata.txt to determine how the superseded data were derived.
 MP0290
 MP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF015417(NAD 83)
 MP0290_MARKER: DB = BENCH MARK DISK
 MP0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0290_STAMPING: X 72 1934
 MP0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0290+STABILITY: SURFACE MOTION
 MP0290
 MP0290  HISTORY     - Date     Condition        Report By
 MP0290  HISTORY     - 1934     MONUMENTED       CGS
 MP0290  HISTORY     - 1959     MARK NOT FOUND   USGS
 MP0290  HISTORY     - 1961     MARK NOT FOUND   USGS
 MP0290
 MP0290                          STATION DESCRIPTION
 MP0290
 MP0290'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 MP0290'1.0 MI E FROM SLATER, CO.
 MP0290'IN CARBON COUNTY, WYOMING, 1.0 MILE EAST ALONG THE ENCAMPMENT ROAD,
 MP0290'FROM SLATER, MOFFAT COUNTY, COLORADO, ABOUT 350 FEET NORTHWEST OF THE
 MP0290'HARRY JONES RANCH HOUSE, 60 FEET NORTH OF THE WYOMING-COLORADO STATE
 MP0290'LINE, 240 FEET WEST OF THE INTERSECTION OF THE CENTERLINE OF THE ROAD
 MP0290'AND THE PROJECTED CENTERLINE OF THE STEEL BRIDGE OVER SNAKE RIVER, 125
 MP0290'FEET SOUTHWEST OF THE ENTRANCE TO A MINING TUNNEL, IN THE NORTHEAST
 MP0290'CORNER OF THE WYE AT THE JUNCTION OF THE ROAD LEADING TO STEAMBOAT
 MP0290'SPRINGS, COLORADO, AND 40 FEET SOUTH OF THE CENTERLINE OF THE
 MP0290'SLATER-ENCAMPMENT ROAD.  A STANDARD DISK, STAMPED X 72 1934 AND SET IN
 MP0290'THE TOP OF A CONCRETE POST.
 MP0290
 MP0290                          STATION RECOVERY (1961)
 MP0290
 MP0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MP0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0098 ***********************************************************************
 MR0098  DESIGNATION -  X 73
 MR0098  PID         -  MR0098
 MR0098  STATE/COUNTY-  WY/UINTA
 MR0098  USGS QUAD   -  BURNTFORK (1980)
 MR0098
 MR0098                         *CURRENT SURVEY CONTROL
 MR0098  ___________________________________________________________________
 MR0098* NAD 83(1986)-  41 02 42.     (N)    110 07 30.     (W)     SCALED    
 MR0098* NAVD 88     -      2285.217  (meters)    7497.42   (feet)  ADJUSTED  
 MR0098  ___________________________________________________________________
 MR0098  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 MR0098  DYNAMIC HT  -        2283.007 (meters)    7490.17  (feet)  COMP
 MR0098  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 MR0098
 MR0098  VERT ORDER  -  SECOND    CLASS 0
 MR0098
 MR0098.The horizontal coordinates were scaled from a topographic map and have
 MR0098.an estimated accuracy of +/- 6 seconds.
 MR0098
 MR0098.The orthometric height was determined by differential leveling
 MR0098.and adjusted by the National Geodetic Survey in June 1991..
 MR0098
 MR0098.The geoid height was determined by GEOID03.
 MR0098
 MR0098.The dynamic height is computed by dividing the NAVD 88
 MR0098.geopotential number by the normal gravity value computed on the
 MR0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0098.degrees latitude (g = 980.6199 gals.).
 MR0098
 MR0098.The modeled gravity was interpolated from observed gravity values.
 MR0098
 MR0098;                    North         East    Units  Estimated Accuracy
 MR0098;SPC WY W     -   160,520.      796,500.      MT  (+/- 180 meters Scaled)
 MR0098
 MR0098                          SUPERSEDED SURVEY CONTROL
 MR0098
 MR0098  NGVD 29 (??/??/92) 2283.793  (m)         7492.74   (f) ADJ UNCH    2 0
 MR0098
 MR0098.Superseded values are not recommended for survey control.
 MR0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0098.See file dsdata.txt to determine how the superseded data were derived.
 MR0098
 MR0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL735441(NAD 83)
 MR0098_MARKER: DB = BENCH MARK DISK
 MR0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0098_STAMPING: X 73 1934
 MR0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0098+STABILITY: SURFACE MOTION
 MR0098
 MR0098  HISTORY     - Date     Condition        Report By
 MR0098  HISTORY     - 1934     MONUMENTED       CGS
 MR0098
 MR0098                          STATION DESCRIPTION
 MR0098
 MR0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MR0098'1.9 MI SE FROM LONETREE.
 MR0098'1.9 MILES SOUTHEAST ALONG THE ROAD LEADING TO BURNTFORK FROM THE NEW
 MR0098'(1934) SCHOOLHOUSE AT LONETREE, UINTA COUNTY, 310 FEET NORTHWEST OF
 MR0098'THE JUNCTION OF THE ROAD LEADING TO HOLE-IN-ROCK RANGER STATION, 78
 MR0098'FEET SOUTH OF THE CENTER OF A SMALL BRIDGE OVER WEST BEAVER CREEK, 30
 MR0098'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT NORTHEAST OF
 MR0098'A FENCE.  A STANDARD DISK, STAMPED X 73 1934 AND SET IN THE TOP OF A
 MR0098'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0214 ***********************************************************************
 MP0214  DESIGNATION -  X 75
 MP0214  PID         -  MP0214
 MP0214  STATE/COUNTY-  WY/CARBON
 MP0214  USGS QUAD   -  OVERLAND (1982)
 MP0214
 MP0214                         *CURRENT SURVEY CONTROL
 MP0214  ___________________________________________________________________
 MP0214* NAD 83(1993)-  41 30 21.49424(N)    106 47 14.52246(W)     ADJUSTED  
 MP0214* NAVD 88     -      2072.100  (meters)    6798.21   (feet)  ADJUSTED  
 MP0214  ___________________________________________________________________
 MP0214  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 MP0214  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 MP0214  DYNAMIC HT  -        2070.283 (meters)    6792.25  (feet)  COMP
 MP0214  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 MP0214
 MP0214  HORZ ORDER  -  THIRD
 MP0214  VERT ORDER  -  SECOND    CLASS 0
 MP0214
 MP0214.The horizontal coordinates were established by GPS observations
 MP0214.and adjusted by the National Geodetic Survey in January 1997..
 MP0214
 MP0214.The orthometric height was determined by differential leveling
 MP0214.and adjusted by the National Geodetic Survey in June 1991..
 MP0214
 MP0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0214
 MP0214.The geoid height was determined by GEOID03.
 MP0214
 MP0214.The dynamic height is computed by dividing the NAVD 88
 MP0214.geopotential number by the normal gravity value computed on the
 MP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0214.degrees latitude (g = 980.6199 gals.).
 MP0214
 MP0214.The modeled gravity was interpolated from observed gravity values.
 MP0214
 MP0214;                    North         East     Units Scale Factor Converg.
 MP0214;SPC WYEC     -   211,853.962   445,579.117   MT  0.99996306   +0 21 42.5
 MP0214;UTM  13      - 4,596,469.229   350,832.081   MT  0.99987383   -1 11 04.9
 MP0214
 MP0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0214!SPC WYEC     -   0.99967705  x   0.99996306  =   0.99964012
 MP0214!UTM  13      -   0.99967705  x   0.99987383  =   0.99955092
 MP0214
 MP0214                          SUPERSEDED SURVEY CONTROL
 MP0214
 MP0214  NAD 83(1986)-  41 30 21.48393(N)    106 47 14.51491(W) AD(       ) 3
 MP0214  NGVD 29 (??/??/92) 2070.930  (m)         6794.38   (f) ADJ UNCH    2 0
 MP0214
 MP0214.Superseded values are not recommended for survey control.
 MP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0214.See file dsdata.txt to determine how the superseded data were derived.
 MP0214
 MP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5083296469(NAD 83)
 MP0214_MARKER: DB = BENCH MARK DISK
 MP0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0214_SP_SET: CONCRETE POST
 MP0214_STAMPING: X 75 1934
 MP0214_MARK LOGO: CGS   
 MP0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0214+STABILITY: SURFACE MOTION
 MP0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0214+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1992
 MP0214
 MP0214  HISTORY     - Date     Condition        Report By
 MP0214  HISTORY     - 1934     MONUMENTED       CGS
 MP0214  HISTORY     - 19920818 GOOD             NGS
 MP0214
 MP0214                          STATION DESCRIPTION
 MP0214
 MP0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0214'3.5 MI N FROM SARATOGA.
 MP0214'3.5 MILES NORTH ALONG THE SARATOGA AND ENCAMPMENT VALLEY RAILROAD FROM
 MP0214'SARATOGA, AT THE U.S. FISH HATCHERY, ABOUT 450 FEET NORTH OF THE EAST
 MP0214'ENTRANCE, 130 FEET SOUTHWEST OF A TRESTLE OVER LAKE CREEK, 123 FEET
 MP0214'SOUTH OF THE NORTHEAST CORNER OF THE HATCHERY PROPERTY, AND 89 FEET
 MP0214'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED X 75
 MP0214'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MP0214
 MP0214                          STATION RECOVERY (1992)
 MP0214
 MP0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 MP0214'STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) NORTH OF SARATOGA, ALONG A
 MP0214'GRAVEL ROAD, ALONG THE EAST LOG PERIMETER FENCE OF THE SARATOGA
 MP0214'NATIONAL FISH HATCHERY.  OWNERSHIP--WYOMING DEPARTMENT OF
 MP0214'TRANSPORTATION.
 MP0214'TO REACH FROM THE OFFICE OF THE MEDICINE BOW BRUSH CREEK DISTRICT
 MP0214'RANGER IN SARATOGA, GO NORTH ON STATE HIGHWAY 130 FOR 4.21 KM
 MP0214'(2.62 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT, EAST, ON GRAVEL ROAD
 MP0214'FOR 0.99 KM (0.62 MI) TO A FORK.  BEAR LEFT, NORTHERLY, ON GRAVEL
 MP0214'ROAD FOR 1.52 KM (0.94 MI) TO THE HATCHERY ENTRANCE ON THE LEFT.
 MP0214'CONTINUE AHEAD FOR 0.14 KM (0.09 MI) TO THE STATION ON THE LEFT.
 MP0214'STATION MARK IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST
 MP0214'PROJECTING 20 CM UNDER A TRIPOD LOG FENCE.  IT IS 12.5 M (41.0 FT)
 MP0214'WEST OF AND 1 M (3.3 FT) ABOVE THE ROAD CENTER, 0.7 M (2.3 FT) SOUTH
 MP0214'OF A FIBERGLASS WITNESS POST, 0.5 M (1.6 FT) EAST OF THE FENCE
 MP0214'CENTER, 19.8 M (65.0 FT) NORTH OF A UTILITY POLE WITH GUY WIRE, AND
 MP0214'29.2 M (95.8 FT) SOUTH OF THE WEST END OF A METAL DRAIN PIPE UNDER
 MP0214'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0243 ***********************************************************************
 MP0243  DESIGNATION -  X 76
 MP0243  PID         -  MP0243
 MP0243  STATE/COUNTY-  WY/CARBON
 MP0243  USGS QUAD   -  RAWLINS (1981)
 MP0243
 MP0243                         *CURRENT SURVEY CONTROL
 MP0243  ___________________________________________________________________
 MP0243* NAD 83(1986)-  41 47 03.     (N)    107 11 27.     (W)     SCALED    
 MP0243* NAVD 88     -      2035.880  (meters)    6679.38   (feet)  ADJUSTED  
 MP0243  ___________________________________________________________________
 MP0243  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 MP0243  DYNAMIC HT  -        2034.169 (meters)    6673.77  (feet)  COMP
 MP0243  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 MP0243
 MP0243  VERT ORDER  -  SECOND    CLASS 0
 MP0243
 MP0243.The horizontal coordinates were scaled from a topographic map and have
 MP0243.an estimated accuracy of +/- 6 seconds.
 MP0243
 MP0243.The orthometric height was determined by differential leveling
 MP0243.and adjusted by the National Geodetic Survey in June 1991..
 MP0243
 MP0243.The geoid height was determined by GEOID03.
 MP0243
 MP0243.The dynamic height is computed by dividing the NAVD 88
 MP0243.geopotential number by the normal gravity value computed on the
 MP0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0243.degrees latitude (g = 980.6199 gals.).
 MP0243
 MP0243.The modeled gravity was interpolated from observed gravity values.
 MP0243
 MP0243;                    North         East    Units  Estimated Accuracy
 MP0243;SPC WYEC     -   242,620.      411,850.      MT  (+/- 180 meters Scaled)
 MP0243
 MP0243                          SUPERSEDED SURVEY CONTROL
 MP0243
 MP0243  NGVD 29 (??/??/92) 2034.734  (m)         6675.62   (f) ADJ UNCH    2 0
 MP0243
 MP0243.Superseded values are not recommended for survey control.
 MP0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0243.See file dsdata.txt to determine how the superseded data were derived.
 MP0243
 MP0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG179281(NAD 83)
 MP0243_MARKER: DB = BENCH MARK DISK
 MP0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0243_STAMPING: X 76 1934
 MP0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0243+STABILITY: SURFACE MOTION
 MP0243
 MP0243  HISTORY     - Date     Condition        Report By
 MP0243  HISTORY     - 1934     MONUMENTED       CGS
 MP0243  HISTORY     - 1947     MARK NOT FOUND   NGS
 MP0243
 MP0243                          STATION DESCRIPTION
 MP0243
 MP0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MP0243'2.6 MI E FROM RAWLINS.
 MP0243'ABOUT 2.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM RAWLINS,
 MP0243'CARBON COUNTY, ABOUT 590 FEET EAST OF THE EAST END OF A CURVE, AT THE
 MP0243'EAST END OF A LARGE CUT, ABOUT 185 FEET NORTHWEST OF A BRICKED-UP
 MP0243'SPEEDER STOP, 75 FEET NORTH OF THE CENTER LINE OF THE NORTH TRACK, 35
 MP0243'FEET NORTH OF THE CREST OF A BANK AND ABOUT LEVEL WITH THE TRACK.  A
 MP0243'STANDARD DISK, STAMPED X 76 1934 AND SET IN THE TOP OF A CONCRETE
 MP0243'POST.  NOTE-- THE IMMEDIATE VICINITY IS COVERED WITH APPROXIMATELY 1.0
 MP0243'FOOT OF COAL SOOT AND CINDERS, THE DISTANCES WERE TAPED AND CINDERS
 MP0243'REMOVED AROUND THE SITE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0125 ***********************************************************************
 OX0125  DESIGNATION -  X 77 RESET
 OX0125  PID         -  OX0125
 OX0125  STATE/COUNTY-  WY/LINCOLN
 OX0125  USGS QUAD   -  PINE CREEK (1996)
 OX0125
 OX0125                         *CURRENT SURVEY CONTROL
 OX0125  ___________________________________________________________________
 OX0125* NAD 83(1986)-  43 13 45.     (N)    110 47 02.     (W)     SCALED    
 OX0125* NAVD 88     -      1783.60   (meters)    5851.7    (feet)  RESET     
 OX0125  ___________________________________________________________________
 OX0125  GEOID HEIGHT-         -10.29  (meters)                     GEOID03
 OX0125
 OX0125  VERT ORDER  -  THIRD
 OX0125
 OX0125.The horizontal coordinates were scaled from a topographic map and have
 OX0125.an estimated accuracy of +/- 6 seconds.
 OX0125
 OX0125.The orthometric height was computed from unverified reset data.
 OX0125.No vertical observational check was made to the station.
 OX0125
 OX0125.The geoid height was determined by GEOID03.
 OX0125
 OX0125;                    North         East    Units  Estimated Accuracy
 OX0125;SPC WY W     -   403,350.      743,090.      MT  (+/- 180 meters Scaled)
 OX0125
 OX0125                          SUPERSEDED SURVEY CONTROL
 OX0125
 OX0125  NGVD 29 (??/??/??) 1782.32   (m)         5847.5    (f) RESET       3  
 OX0125
 OX0125.Superseded values are not recommended for survey control.
 OX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0125.See file dsdata.txt to determine how the superseded data were derived.
 OX0125
 OX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN175862(NAD 83)
 OX0125_MARKER: DB = BENCH MARK DISK
 OX0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0125_STAMPING: X 77 RESET 1954
 OX0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0125+STABILITY: SURFACE MOTION
 OX0125
 OX0125  HISTORY     - Date     Condition        Report By
 OX0125  HISTORY     - 1954     MONUMENTED       BPR
 OX0125  HISTORY     - 1955     GOOD             USGS
 OX0125
 OX0125                          STATION DESCRIPTION
 OX0125
 OX0125'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 OX0125'8.8 MI SW FROM MOUTH OF HOBACK RIVER.
 OX0125'8.8 MILES SOUTHWEST ALONG THE GRAND CANYON ROAD FROM THE MOUTH OF
 OX0125'HOBACK RIVER, LINCOLN COUNTY, AT THE SOUTHWEST END OF A LONG CUT, 82.0
 OX0125'FEET NORTHEAST OF THE EAST END OF A METAL CULVERT, 53.0 FEET SOUTHEAST
 OX0125'OF THE CENTER LINE OF THE ROAD, AND 2.0 FEET NORTHWEST OF A WHITE
 OX0125'WOODEN WITNESS POST IN THE TOP OF THE CUTBANK.  SET IN THE TOP OF A
 OX0125'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0662 ***********************************************************************
 MO0662  DESIGNATION -  X 78
 MO0662  PID         -  MO0662
 MO0662  STATE/COUNTY-  WY/ALBANY
 MO0662  USGS QUAD   -  JOHNSON RANCH (1978)
 MO0662
 MO0662                         *CURRENT SURVEY CONTROL
 MO0662  ___________________________________________________________________
 MO0662* NAD 83(1986)-  41 04 46.     (N)    105 43 16.     (W)     SCALED    
 MO0662* NAVD 88     -      2271.477  (meters)    7452.34   (feet)  ADJUSTED  
 MO0662  ___________________________________________________________________
 MO0662  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 MO0662  DYNAMIC HT  -        2269.421 (meters)    7445.59  (feet)  COMP
 MO0662  MODELED GRAV-     979,636.3   (mgal)                       NAVD 88
 MO0662
 MO0662  VERT ORDER  -  SECOND    CLASS 0
 MO0662
 MO0662.The horizontal coordinates were scaled from a topographic map and have
 MO0662.an estimated accuracy of +/- 6 seconds.
 MO0662
 MO0662.The orthometric height was determined by differential leveling
 MO0662.and adjusted by the National Geodetic Survey in June 1991..
 MO0662
 MO0662.The geoid height was determined by GEOID03.
 MO0662
 MO0662.The dynamic height is computed by dividing the NAVD 88
 MO0662.geopotential number by the normal gravity value computed on the
 MO0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0662.degrees latitude (g = 980.6199 gals.).
 MO0662
 MO0662.The modeled gravity was interpolated from observed gravity values.
 MO0662
 MO0662;                    North         East    Units  Estimated Accuracy
 MO0662;SPC WY E     -    64,490.      153,410.      MT  (+/- 180 meters Scaled)
 MO0662
 MO0662                          SUPERSEDED SURVEY CONTROL
 MO0662
 MO0662  NGVD 29 (??/??/92) 2270.353  (m)         7448.65   (f) ADJ UNCH    2 0
 MO0662
 MO0662.Superseded values are not recommended for survey control.
 MO0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0662.See file dsdata.txt to determine how the superseded data were derived.
 MO0662
 MO0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF394478(NAD 83)
 MO0662_MARKER: DB = BENCH MARK DISK
 MO0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0662_STAMPING: X 78 1951
 MO0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0662+STABILITY: SURFACE MOTION
 MO0662
 MO0662  HISTORY     - Date     Condition        Report By
 MO0662  HISTORY     - 1951     MONUMENTED       CGS
 MO0662
 MO0662                          STATION DESCRIPTION
 MO0662
 MO0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MO0662'13 MI W FROM TIE SIDING.
 MO0662'1.0 MILE NORTHWEST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE AT
 MO0662'TIE SIDING, THENCE 12.0 MILES WEST ALONG A WINDING GRAVELED ROAD,
 MO0662'144 FEET SOUTHWEST OF THE SOUTHWEST END OF A CATTLE GUARD, 20
 MO0662'FEET SOUTHWEST OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST TRACK
 MO0662'ROAD, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVELED ROAD,
 MO0662'2 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST,
 MO0662'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 MO0662'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0115 ***********************************************************************
 MP0115  DESIGNATION -  X 79
 MP0115  PID         -  MP0115
 MP0115  STATE/COUNTY-  WY/ALBANY
 MP0115  USGS QUAD   -  WOODS LANDING (1992)
 MP0115
 MP0115                         *CURRENT SURVEY CONTROL
 MP0115  ___________________________________________________________________
 MP0115* NAD 83(1986)-  41 04 35.     (N)    106 05 20.     (W)     SCALED    
 MP0115* NAVD 88     -      2701.986  (meters)    8864.77   (feet)  ADJUSTED  
 MP0115  ___________________________________________________________________
 MP0115  GEOID HEIGHT-         -10.80  (meters)                     GEOID03
 MP0115  DYNAMIC HT  -        2699.344 (meters)    8856.10  (feet)  COMP
 MP0115  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 MP0115
 MP0115  VERT ORDER  -  SECOND    CLASS 0
 MP0115
 MP0115.The horizontal coordinates were scaled from a topographic map and have
 MP0115.an estimated accuracy of +/- 6 seconds.
 MP0115
 MP0115.The orthometric height was determined by differential leveling
 MP0115.and adjusted by the National Geodetic Survey in June 1991..
 MP0115
 MP0115.The geoid height was determined by GEOID03.
 MP0115
 MP0115.The dynamic height is computed by dividing the NAVD 88
 MP0115.geopotential number by the normal gravity value computed on the
 MP0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0115.degrees latitude (g = 980.6199 gals.).
 MP0115
 MP0115.The modeled gravity was interpolated from observed gravity values.
 MP0115
 MP0115;                    North         East    Units  Estimated Accuracy
 MP0115;SPC WY E     -    64,410.      122,500.      MT  (+/- 180 meters Scaled)
 MP0115
 MP0115                          SUPERSEDED SURVEY CONTROL
 MP0115
 MP0115  NGVD 29 (??/??/92) 2700.716  (m)         8860.60   (f) ADJ UNCH    2 0
 MP0115
 MP0115.Superseded values are not recommended for survey control.
 MP0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0115.See file dsdata.txt to determine how the superseded data were derived.
 MP0115
 MP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF085478(NAD 83)
 MP0115_MARKER: DB = BENCH MARK DISK
 MP0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0115_STAMPING: X 79 1951
 MP0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0115+STABILITY: SURFACE MOTION
 MP0115
 MP0115  HISTORY     - Date     Condition        Report By
 MP0115  HISTORY     - 1951     MONUMENTED       CGS
 MP0115  HISTORY     - 1960     MARK NOT FOUND   USGS
 MP0115
 MP0115                          STATION DESCRIPTION
 MP0115
 MP0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 MP0115'3.9 MI NE FROM FOX PARK.
 MP0115'1.7 MILES SOUTHEAST ALONG THE NORTH PARK AND WESTERN RAILROAD FROM THE
 MP0115'STATION AT FOX PARK, THENCE 2.2 MILES NORTHEAST ALONG STATE HIGHWAY
 MP0115'230, 49 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF
 MP0115'THE WEST END OF A 24 INCH PIPE CULVERT, 2 FEET NORTH OF A WITNESS
 MP0115'POST, 0.65 MILE SOUTHWEST OF BENCH MARK C 80, SET IN THE TOP OF A
 MP0115'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 MP0115
 MP0115                          STATION RECOVERY (1960)
 MP0115
 MP0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MP0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0156 ***********************************************************************
 PY0156  DESIGNATION -  X 8
 PY0156  PID         -  PY0156
 PY0156  STATE/COUNTY-  WY/PARK
 PY0156  USGS QUAD   -  MAMMOTH (1986)
 PY0156
 PY0156                         *CURRENT SURVEY CONTROL
 PY0156  ___________________________________________________________________
 PY0156* NAD 83(1986)-  44 59 36.     (N)    110 41 36.     (W)     SCALED    
 PY0156* NAVD 88     -      1717.800  (meters)    5635.82   (feet)  ADJUSTED  
 PY0156  ___________________________________________________________________
 PY0156  GEOID HEIGHT-          -8.61  (meters)                     GEOID03
 PY0156  DYNAMIC HT  -        1716.946 (meters)    5633.01  (feet)  COMP
 PY0156  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 PY0156
 PY0156  VERT ORDER  -  FIRST     CLASS II
 PY0156
 PY0156.The horizontal coordinates were scaled from a topographic map and have
 PY0156.an estimated accuracy of +/- 6 seconds.
 PY0156
 PY0156.The orthometric height was determined by differential leveling
 PY0156.and adjusted by the National Geodetic Survey in June 1991..
 PY0156
 PY0156.The geoid height was determined by GEOID03.
 PY0156
 PY0156.The dynamic height is computed by dividing the NAVD 88
 PY0156.geopotential number by the normal gravity value computed on the
 PY0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0156.degrees latitude (g = 980.6199 gals.).
 PY0156
 PY0156.The modeled gravity was interpolated from observed gravity values.
 PY0156
 PY0156;                    North         East    Units  Estimated Accuracy
 PY0156;SPC WYWC     -   500,960.      446,770.      MT  (+/- 180 meters Scaled)
 PY0156
 PY0156                          SUPERSEDED SURVEY CONTROL
 PY0156
 PY0156  NGVD 29 (08/20/92) 1716.602  (m)         5631.89   (f) ADJUSTED    1 2
 PY0156
 PY0156.Superseded values are not recommended for survey control.
 PY0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0156.See file dsdata.txt to determine how the superseded data were derived.
 PY0156
 PY0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ241822(NAD 83)
 PY0156_MARKER: DB = BENCH MARK DISK
 PY0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PY0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PY0156_STAMPING: X 8 5631.590
 PY0156_MARK LOGO: CGS   
 PY0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0156+STABILITY: SURFACE MOTION
 PY0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PY0156+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 PY0156
 PY0156  HISTORY     - Date     Condition        Report By
 PY0156  HISTORY     - UNK      MONUMENTED       CGS
 PY0156  HISTORY     - 1960     GOOD             NGS
 PY0156  HISTORY     - 1983     GOOD             NGS
 PY0156  HISTORY     - 20011002 GOOD             NGS
 PY0156
 PY0156                          STATION DESCRIPTION
 PY0156
 PY0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0156'2.2 MI N FROM MAMMOTH HOT SPRINGS.
 PY0156'ABOUT 2.2 MILES NORTH ALONG THE MAMMOTH HOT SPRINGS-GARDINER HIGHWAY
 PY0156'FROM THE POST OFFICE AT MAMMOTH HOT SPRINGS, 49 FEET NORTH OF THE
 PY0156'CENTER LINE OF THE HIGHWAY, 357 FEET SOUTHEAST OF THE SOUTHEAST END OF
 PY0156'A CONCRETE HIGHWAY BRIDGE OVER THE GARDINER RIVER, 202 FEET SOUTHEAST
 PY0156'OF THE CENTER LINE OF A DIRT ROAD LEADING TO A PARKING AREA, 160 FEET
 PY0156'NORTHWEST OF THE NORTHWEST END OF A CUT, ABOUT MIDWAY OF A FILL
 PY0156'BETWEEN A STEEP HILL AND THE BRIDGE, ABOUT 12 FEET BELOW THE LEVEL OF
 PY0156'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 1/2 FEET.
 PY0156'NOTE-- THIS MARK IS ALSO 3.2 MILES SOUTH FROM THE NORTHERN PACIFIC
 PY0156'RAILWAY STATION AT GARDINER.
 PY0156
 PY0156                          STATION RECOVERY (1983)
 PY0156
 PY0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0156'RECOVERED IN GOOD CONDITION.
 PY0156
 PY0156                          STATION RECOVERY (2001)
 PY0156
 PY0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 PY0156'STATION MARKS BORDER OF MONTANA AND WYOMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0547 ***********************************************************************
 MO0547  DESIGNATION -  X 80
 MO0547  PID         -  MO0547
 MO0547  STATE/COUNTY-  WY/LARAMIE
 MO0547  USGS QUAD   -  GRANITE (1978)
 MO0547
 MO0547                         *CURRENT SURVEY CONTROL
 MO0547  ___________________________________________________________________
 MO0547* NAD 83(1986)-  41 02 34.     (N)    105 12 38.     (W)     SCALED    
 MO0547* NAVD 88     -      2276.43   (+/-2cm)    7468.6    (feet)  VERTCON   
 MO0547  ___________________________________________________________________
 MO0547  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 MO0547
 MO0547  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 MO0547
 MO0547.The horizontal coordinates were scaled from a topographic map and have
 MO0547.an estimated accuracy of +/- 6 seconds.
 MO0547
 MO0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 MO0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MO0547.The vertical order pertains to the NGVD 29 superseded value.
 MO0547
 MO0547.The geoid height was determined by GEOID03.
 MO0547
 MO0547;                    North         East    Units  Estimated Accuracy
 MO0547;SPC WY E     -    60,270.      196,310.      MT  (+/- 180 meters Scaled)
 MO0547
 MO0547                          SUPERSEDED SURVEY CONTROL
 MO0547
 MO0547  NGVD 29 (??/??/92) 2275.336  (m)         7465.00   (f) ADJ UNCH    2 0
 MO0547
 MO0547.Superseded values are not recommended for survey control.
 MO0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0547.See file dsdata.txt to determine how the superseded data were derived.
 MO0547
 MO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF823435(NAD 83)
 MO0547_MARKER: DB = BENCH MARK DISK
 MO0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0547_STAMPING: X 80 1952
 MO0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0547+STABILITY: SURFACE MOTION
 MO0547
 MO0547  HISTORY     - Date     Condition        Report By
 MO0547  HISTORY     - 1952     MONUMENTED       CGS
 MO0547
 MO0547                          STATION DESCRIPTION
 MO0547
 MO0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 MO0547'5.6 MI S FROM GRANITE CANON.
 MO0547'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0547'AT GRANITE CANON, THENCE 4.95 MILES SOUTH ALONG A WINDING
 MO0547'GRAVELED ROAD, 20.3 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 MO0547'GATE, 7.7 FEET NORTHEAST OF A FENCE CORNER, 4.3 FEET NORTHEAST
 MO0547'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MO0547'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0185 ***********************************************************************
 PX0185  DESIGNATION -  X 84
 PX0185  PID         -  PX0185
 PX0185  STATE/COUNTY-  WY/PARK
 PX0185  USGS QUAD   -  BADGER BASIN (1987)
 PX0185
 PX0185                         *CURRENT SURVEY CONTROL
 PX0185  ___________________________________________________________________
 PX0185* NAD 83(1986)-  44 57 40.     (N)    109 04 43.     (W)     SCALED    
 PX0185* NAVD 88     -      1259.242  (meters)    4131.36   (feet)  ADJUSTED  
 PX0185  ___________________________________________________________________
 PX0185  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 PX0185  DYNAMIC HT  -        1258.716 (meters)    4129.64  (feet)  COMP
 PX0185  MODELED GRAV-     980,157.3   (mgal)                       NAVD 88
 PX0185
 PX0185  VERT ORDER  -  SECOND    CLASS 0
 PX0185
 PX0185.The horizontal coordinates were scaled from a topographic map and have
 PX0185.an estimated accuracy of +/- 6 seconds.
 PX0185
 PX0185.The orthometric height was determined by differential leveling
 PX0185.and adjusted by the National Geodetic Survey in June 1991..
 PX0185
 PX0185.The geoid height was determined by GEOID03.
 PX0185
 PX0185.The dynamic height is computed by dividing the NAVD 88
 PX0185.geopotential number by the normal gravity value computed on the
 PX0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0185.degrees latitude (g = 980.6199 gals.).
 PX0185
 PX0185.The modeled gravity was interpolated from observed gravity values.
 PX0185
 PX0185;                    North         East    Units  Estimated Accuracy
 PX0185;SPC WYWC     -   495,600.      574,070.      MT  (+/- 180 meters Scaled)
 PX0185
 PX0185                          SUPERSEDED SURVEY CONTROL
 PX0185
 PX0185  NGVD 29 (??/??/92) 1258.220  (m)         4128.01   (f) ADJ UNCH    2 0
 PX0185
 PX0185.Superseded values are not recommended for survey control.
 PX0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0185.See file dsdata.txt to determine how the superseded data were derived.
 PX0185
 PX0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ515804(NAD 83)
 PX0185_MARKER: DB = BENCH MARK DISK
 PX0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0185_STAMPING: X 84 1934
 PX0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0185+STABILITY: SURFACE MOTION
 PX0185
 PX0185  HISTORY     - Date     Condition        Report By
 PX0185  HISTORY     - 1934     MONUMENTED       CGS
 PX0185  HISTORY     - 1983     MARK NOT FOUND   USGS
 PX0185
 PX0185                          STATION DESCRIPTION
 PX0185
 PX0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0185'27.1 MI SE FROM CODY.
 PX0185'IN PARK COUNTY, WYOMING, ABOUT 27.1 MILES SOUTHEAST ALONG THE DIRT
 PX0185'ROAD LEADING TO CODY, WYOMING, FROM THE POST OFFICE AT RED LODGE,
 PX0185'CARBON COUNTY, MONTANA, ABOUT 3.3 MILES SOUTHEAST OF THE
 PX0185'WYOMING-MONTANA STATE LINE, ABOUT 0.2 MILE SOUTH OF THE ROAD LEADING
 PX0185'TO POWELL, WYOMING, 43 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 PX0185'31 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED X 84 1934 AND
 PX0185'SET IN THE TOP OF A CONCRETE POST.
 PX0185
 PX0185                          STATION RECOVERY (1983)
 PX0185
 PX0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PX0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0033 ***********************************************************************
 PX0033  DESIGNATION -  X 85
 PX0033  PID         -  PX0033
 PX0033  STATE/COUNTY-  WY/BIG HORN
 PX0033  USGS QUAD   -  SHEEP CANYON (1966)
 PX0033
 PX0033                         *CURRENT SURVEY CONTROL
 PX0033  ___________________________________________________________________
 PX0033* NAD 83(1986)-  44 30 18.     (N)    108 12 55.     (W)     SCALED    
 PX0033* NAVD 88     -      1260.006  (meters)    4133.87   (feet)  ADJUSTED  
 PX0033  ___________________________________________________________________
 PX0033  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 PX0033  DYNAMIC HT  -        1259.460 (meters)    4132.08  (feet)  COMP
 PX0033  MODELED GRAV-     980,142.1   (mgal)                       NAVD 88
 PX0033
 PX0033  VERT ORDER  -  SECOND    CLASS 0
 PX0033
 PX0033.The horizontal coordinates were scaled from a topographic map and have
 PX0033.an estimated accuracy of +/- 6 seconds.
 PX0033
 PX0033.The orthometric height was determined by differential leveling
 PX0033.and adjusted by the National Geodetic Survey in June 1991..
 PX0033
 PX0033.The geoid height was determined by GEOID03.
 PX0033
 PX0033.The dynamic height is computed by dividing the NAVD 88
 PX0033.geopotential number by the normal gravity value computed on the
 PX0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0033.degrees latitude (g = 980.6199 gals.).
 PX0033
 PX0033.The modeled gravity was interpolated from observed gravity values.
 PX0033
 PX0033;                    North         East    Units  Estimated Accuracy
 PX0033;SPC WYEC     -   545,240.      329,870.      MT  (+/- 180 meters Scaled)
 PX0033
 PX0033                          SUPERSEDED SURVEY CONTROL
 PX0033
 PX0033  NGVD 29 (??/??/92) 1259.139  (m)         4131.03   (f) ADJ UNCH    2 0
 PX0033
 PX0033.Superseded values are not recommended for survey control.
 PX0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0033.See file dsdata.txt to determine how the superseded data were derived.
 PX0033
 PX0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ213317(NAD 83)
 PX0033_MARKER: DB = BENCH MARK DISK
 PX0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0033_STAMPING: X-85-1934
 PX0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0033+STABILITY: SURFACE MOTION
 PX0033
 PX0033  HISTORY     - Date     Condition        Report By
 PX0033  HISTORY     - 1934     MONUMENTED       CGS
 PX0033
 PX0033                          STATION DESCRIPTION
 PX0033
 PX0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PX0033'9.0 MI W FROM GREYBULL.
 PX0033'9.0 MILES WEST OF GREYBULL BY HIGHWAY.  ALONG U.S. HIGHWAY NO. 20,
 PX0033'BETWEEN CODY AND GREYBULL, 44.1 MILES EAST OF CODY POST OFFICE, 65.5
 PX0033'FEET NORTH OF CENTERLINE OF U.S. HIGHWAY NO. 20, 122.0 FEET NORTH OF
 PX0033'CENTERLINE OF OLD ROAD BED, 550.0 FEET SOUTH OF TELEPHONE LINE RUNNING
 PX0033'EAST AND WEST, LOCATED ON NORTH SIDE OF HIGHWAY IN FLAT COUNTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0034 ***********************************************************************
 PX0034  DESIGNATION -  X 85 RESET
 PX0034  PID         -  PX0034
 PX0034  STATE/COUNTY-  WY/BIG HORN
 PX0034  USGS QUAD   -  SHEEP CANYON (1966)
 PX0034
 PX0034                         *CURRENT SURVEY CONTROL
 PX0034  ___________________________________________________________________
 PX0034* NAD 83(1986)-  44 30 18.     (N)    108 12 55.     (W)     SCALED    
 PX0034* NAVD 88     -      1260.26   (meters)    4134.7    (feet)  RESET     
 PX0034  ___________________________________________________________________
 PX0034  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 PX0034
 PX0034  VERT ORDER  -  THIRD
 PX0034
 PX0034.The horizontal coordinates were scaled from a topographic map and have
 PX0034.an estimated accuracy of +/- 6 seconds.
 PX0034
 PX0034.The orthometric height was computed from unverified reset data.
 PX0034.No vertical observational check was made to the station.
 PX0034
 PX0034.The geoid height was determined by GEOID03.
 PX0034
 PX0034;                    North         East    Units  Estimated Accuracy
 PX0034;SPC WYEC     -   545,240.      329,870.      MT  (+/- 180 meters Scaled)
 PX0034
 PX0034                          SUPERSEDED SURVEY CONTROL
 PX0034
 PX0034  NGVD 29 (??/??/??) 1259.39   (m)         4131.8    (f) RESET       3  
 PX0034
 PX0034.Superseded values are not recommended for survey control.
 PX0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0034.See file dsdata.txt to determine how the superseded data were derived.
 PX0034
 PX0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ213317(NAD 83)
 PX0034_MARKER: DB = BENCH MARK DISK
 PX0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0034_STAMPING: X 85 RESET 1967
 PX0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0034+STABILITY: SURFACE MOTION
 PX0034
 PX0034  HISTORY     - Date     Condition        Report By
 PX0034  HISTORY     - 1967     MONUMENTED       CGS
 PX0034
 PX0034                          STATION DESCRIPTION
 PX0034
 PX0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PX0034'44 MI E FROM CODY.
 PX0034'IN BIG HORN COUNTY, ABOUT 44.1 MILES EAST ALONG U.S. HIGHWAY 20 FROM
 PX0034'THE POST OFFICE AT CODY, PARK COUNTY, ABOUT 9 MILES WEST OF GREYBULL,
 PX0034'BIG HORN COUNTY, 202 NORTH OF THE CENTERLINE OF THE HIGHWAY, 185 FEET
 PX0034'SOUTH OF AN EAST-WEST ROW OF POLES, IN FLAT COUNTRY, SET IN THE TOP OF
 PX0034'A ROUND 10 INCH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0059 ***********************************************************************
 PW0059  DESIGNATION -  X 86
 PW0059  PID         -  PW0059
 PW0059  STATE/COUNTY-  WY/SHERIDAN
 PW0059  USGS QUAD   -  ARVADA NE (1971)
 PW0059
 PW0059                         *CURRENT SURVEY CONTROL
 PW0059  ___________________________________________________________________
 PW0059* NAD 83(1986)-  44 41 47.     (N)    106 07 04.     (W)     SCALED    
 PW0059* NAVD 88     -      1124.218  (meters)    3688.37   (feet)  ADJUSTED  
 PW0059  ___________________________________________________________________
 PW0059  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 PW0059  DYNAMIC HT  -        1123.814 (meters)    3687.05  (feet)  COMP
 PW0059  MODELED GRAV-     980,219.8   (mgal)                       NAVD 88
 PW0059  OBS GRAVITY -     980,219.4   (mgal)                       GRAV_OBS
 PW0059
 PW0059  VERT ORDER  -  SECOND    CLASS 0
 PW0059
 PW0059.The horizontal coordinates were scaled from a topographic map and have
 PW0059.an estimated accuracy of +/- 6 seconds.
 PW0059
 PW0059.The orthometric height was determined by differential leveling
 PW0059.and adjusted by the National Geodetic Survey in June 1991..
 PW0059
 PW0059.The geoid height was determined by GEOID03.
 PW0059
 PW0059.The dynamic height is computed by dividing the NAVD 88
 PW0059.geopotential number by the normal gravity value computed on the
 PW0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0059.degrees latitude (g = 980.6199 gals.).
 PW0059
 PW0059.The modeled gravity was interpolated from observed gravity values.
 PW0059.The observed gravity was obtained from relative gravimeter ties
 PW0059.to the IGSN71 gravity network.
 PW0059
 PW0059;                    North         East    Units  Estimated Accuracy
 PW0059;SPC WYEC     -   566,850.      496,340.      MT  (+/- 180 meters Scaled)
 PW0059
 PW0059                          SUPERSEDED SURVEY CONTROL
 PW0059
 PW0059  NGVD 29 (??/??/92) 1123.545  (m)         3686.16   (f) ADJ UNCH    2 0
 PW0059
 PW0059.Superseded values are not recommended for survey control.
 PW0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0059.See file dsdata.txt to determine how the superseded data were derived.
 PW0059
 PW0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK114498(NAD 83)
 PW0059_MARKER: DB = BENCH MARK DISK
 PW0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0059_SP_SET: CONCRETE POST
 PW0059_STAMPING: X 86 1934
 PW0059_MARK LOGO: CGS   
 PW0059_MAGNETIC: N = NO MAGNETIC MATERIAL
 PW0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0059+STABILITY: SURFACE MOTION
 PW0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PW0059+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1993
 PW0059
 PW0059  HISTORY     - Date     Condition        Report By
 PW0059  HISTORY     - 1934     MONUMENTED       CGS
 PW0059  HISTORY     - 1953     GOOD             NGS
 PW0059  HISTORY     - 19710712 GOOD             USGS
 PW0059  HISTORY     - 19931103 GOOD             NGS
 PW0059
 PW0059                          STATION DESCRIPTION
 PW0059
 PW0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PW0059'3.2 MI NE FROM ARVADA.
 PW0059'3.2 MILES NORTHEAST ALONG THE ROAD LEADING TO MOORHEAD, MONTANA, FROM
 PW0059'THE POST OFFICE AT ARVADA, SHERIDAN COUNTY, AT THE JUNCTION OF U.S.
 PW0059'HIGHWAY 16, 116.8 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION,
 PW0059'80.4 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING TO SHERIDAN,
 PW0059'55.2 FEET WEST OF THE CENTERLINE OF THE ROAD LEADING TO ARVADA, IN THE
 PW0059'NORTHEAST RIGHT-OF-WAY FENCE CORNER, 6 FEET SOUTHWEST OF THE CORNER
 PW0059'POST, AND 6 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED X 86
 PW0059'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PW0059
 PW0059                          STATION RECOVERY (1953)
 PW0059
 PW0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 PW0059'RECOVERED IN GOOD CONDITION.
 PW0059
 PW0059                          STATION RECOVERY (1971)
 PW0059
 PW0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PW0059'RECOVERED IN GOOD CONDITION.
 PW0059
 PW0059                          STATION RECOVERY (1993)
 PW0059
 PW0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 PW0059'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH OF ARVADA, ALONG US
 PW0059'HIGHWAYS 14 AND 16 AND WYOMING SECONDARY HIGHWAY 341, IN THE RIGHT OF
 PW0059'WAY FENCE LINE, IN THE SOUTHWEST 1/4 OF SECTION 34, T 55 N, R 77 W. TO
 PW0059'REACH FROM US HIGHWAYS 14 AND 16 NORTH OF ARVADA, GO TO THE
 PW0059'INTERSECTION OF STATE SECONDARY HIGHWAY 341.  STATION IS IN THE
 PW0059'RIGHT-OF-WAY FENCE ALONG HIGHWAY 341, IN THE SOUTHWEST CORNER OF THE
 PW0059'INTERSECTION. STATION MARK IS SET IN THE TOP OF A 20 CM SQUARE
 PW0059'CONCRETE POST PROJECTING 12 CM FROM THE SURFACE.  IT IS 20 M (65.6 FT)
 PW0059'WEST OF, AND 1 M (3.3 FT) HIGHER THAN, HIGHWAY 341 CENTER, 30 M (98.4
 PW0059'FT) SOUTH OF, AND 0.5 M (1.6 FT) HIGHER THAN, HIGHWAY 14/16 CENTER,
 PW0059'AND 0.4 M (1.3 FT) SOUTH OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0031 ***********************************************************************
 MO0031  DESIGNATION -  X 88
 MO0031  PID         -  MO0031
 MO0031  STATE/COUNTY-  WY/GOSHEN
 MO0031  USGS QUAD   -  MERIDEN (1990)
 MO0031
 MO0031                         *CURRENT SURVEY CONTROL
 MO0031  ___________________________________________________________________
 MO0031* NAD 83(1986)-  41 36 41.     (N)    104 15 13.     (W)     SCALED    
 MO0031* NAVD 88     -      1494.816  (meters)    4904.24   (feet)  ADJUSTED  
 MO0031  ___________________________________________________________________
 MO0031  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 MO0031  DYNAMIC HT  -        1493.744 (meters)    4900.73  (feet)  COMP
 MO0031  MODELED GRAV-     979,853.0   (mgal)                       NAVD 88
 MO0031
 MO0031  VERT ORDER  -  SECOND    CLASS 0
 MO0031
 MO0031.The horizontal coordinates were scaled from a topographic map and have
 MO0031.an estimated accuracy of +/- 6 seconds.
 MO0031
 MO0031.The orthometric height was determined by differential leveling
 MO0031.and adjusted by the National Geodetic Survey in June 1991..
 MO0031
 MO0031.The geoid height was determined by GEOID03.
 MO0031
 MO0031.The dynamic height is computed by dividing the NAVD 88
 MO0031.geopotential number by the normal gravity value computed on the
 MO0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0031.degrees latitude (g = 980.6199 gals.).
 MO0031
 MO0031.The modeled gravity was interpolated from observed gravity values.
 MO0031
 MO0031;                    North         East    Units  Estimated Accuracy
 MO0031;SPC WY E     -   123,820.      276,100.      MT  (+/- 180 meters Scaled)
 MO0031
 MO0031                          SUPERSEDED SURVEY CONTROL
 MO0031
 MO0031  NGVD 29 (??/??/92) 1494.008  (m)         4901.59   (f) ADJ UNCH    2 0
 MO0031
 MO0031.Superseded values are not recommended for survey control.
 MO0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0031.See file dsdata.txt to determine how the superseded data were derived.
 MO0031
 MO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG621069(NAD 83)
 MO0031_MARKER: DB = BENCH MARK DISK
 MO0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0031_STAMPING: X 88 1934
 MO0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0031+STABILITY: SURFACE MOTION
 MO0031
 MO0031  HISTORY     - Date     Condition        Report By
 MO0031  HISTORY     - 1934     MONUMENTED       CGS
 MO0031  HISTORY     - 1941     GOOD             NGS
 MO0031
 MO0031                          STATION DESCRIPTION
 MO0031
 MO0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0031'6.2 MI W FROM LAGRANGE.
 MO0031'4.0 MILES WEST ALONG THE OILED COUNTY ROAD LEADING TO U.S.
 MO0031'HIGHWAY 85 FROM THE POST OFFICE AT LAGRANGE, THENCE 2.2 MILES
 MO0031'SOUTHWEST ALONG U.S. HIGHWAY 85, 1.5 MILES SOUTH OF THE C.P.
 MO0031'RANCH, 47.7 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 MO0031'SOUTH END OF A LONG HILL TO THE NORTH, OPPOSITE THE SOUTH END
 MO0031'OF A SNOW FENCE, 1.8 FEET EAST OF ANOTHER FENCE, 125 FEET SOUTH
 MO0031'OF A JOG IN A FENCE LINE, AND 0.5 FOOT LOWER THAN THE HIGHWAY.
 MO0031'A STANDARD DISK, STAMPED X 88 1934 AND SET IN THE TOP OF A
 MO0031'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0193 ***********************************************************************
 MO0193  DESIGNATION -  X 89
 MO0193  PID         -  MO0193
 MO0193  STATE/COUNTY-  WY/LARAMIE
 MO0193  USGS QUAD   -  CHEYENNE NORTH (1994)
 MO0193
 MO0193                         *CURRENT SURVEY CONTROL
 MO0193  ___________________________________________________________________
 MO0193* NAD 83(1986)-  41 14 11.     (N)    104 49 40.     (W)     SCALED    
 MO0193* NAVD 88     -      1887.376  (meters)    6192.17   (feet)  ADJUSTED  
 MO0193  ___________________________________________________________________
 MO0193  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 MO0193  DYNAMIC HT  -        1885.743 (meters)    6186.81  (feet)  COMP
 MO0193  MODELED GRAV-     979,691.3   (mgal)                       NAVD 88
 MO0193
 MO0193  VERT ORDER  -  SECOND    CLASS 0
 MO0193
 MO0193.The horizontal coordinates were scaled from a topographic map and have
 MO0193.an estimated accuracy of +/- 6 seconds.
 MO0193
 MO0193.The orthometric height was determined by differential leveling
 MO0193.and adjusted by the National Geodetic Survey in June 1991..
 MO0193
 MO0193.The geoid height was determined by GEOID03.
 MO0193
 MO0193.The dynamic height is computed by dividing the NAVD 88
 MO0193.geopotential number by the normal gravity value computed on the
 MO0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0193.degrees latitude (g = 980.6199 gals.).
 MO0193
 MO0193.The modeled gravity was interpolated from observed gravity values.
 MO0193
 MO0193;                    North         East    Units  Estimated Accuracy
 MO0193;SPC WY E     -    81,830.      228,410.      MT  (+/- 180 meters Scaled)
 MO0193
 MO0193                          SUPERSEDED SURVEY CONTROL
 MO0193
 MO0193  NGVD 29 (??/??/92) 1886.368  (m)         6188.86   (f) ADJ UNCH    2 0
 MO0193
 MO0193.Superseded values are not recommended for survey control.
 MO0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0193.See file dsdata.txt to determine how the superseded data were derived.
 MO0193
 MO0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF144650(NAD 83)
 MO0193_MARKER: DB = BENCH MARK DISK
 MO0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0193_STAMPING: X 89 1934
 MO0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0193+STABILITY: SURFACE MOTION
 MO0193
 MO0193  HISTORY     - Date     Condition        Report By
 MO0193  HISTORY     - 1934     MONUMENTED       CGS
 MO0193  HISTORY     - 1941     GOOD             NGS
 MO0193  HISTORY     - 1959     GOOD             NGS
 MO0193  HISTORY     - 1984     GOOD             DMA
 MO0193
 MO0193                          STATION DESCRIPTION
 MO0193
 MO0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MO0193'7 MI N FROM CHEYENNE.
 MO0193'7.0 MILES NORTH ALONG U.S. HIGHWAY 85 AND 87 FROM THE POST
 MO0193'OFFICE AT CHEYENNE, 0.25 MILE SOUTH OF THE JUNCTION OF U.S.
 MO0193'HIGHWAY 85 AND U.S. HIGHWAY 87, 43.3 FEET EAST OF THE CENTERLINE
 MO0193'OF THE HIGHWAY, 19.4 FEET WEST OF A FENCE, 444 FEET NORTH OF THE
 MO0193'EAST END OF A 24-INCH CULVERT, AND 4.0 FEET LOWER THAN THE
 MO0193'HIGHWAY.  A STANDARD DISK, STAMPED X 89 1934 AND SET IN THE
 MO0193'TOP OF A CONCRETE POST.
 MO0193
 MO0193                          STATION RECOVERY (1959)
 MO0193
 MO0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MO0193'RECOVERED IN GOOD CONDITION.
 MO0193
 MO0193                          STATION RECOVERY (1984)
 MO0193
 MO0193'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 MO0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0098 ***********************************************************************
 MO0098  DESIGNATION -  X 90
 MO0098  PID         -  MO0098
 MO0098  STATE/COUNTY-  WY/LARAMIE
 MO0098  USGS QUAD   -  TRACY (1963)
 MO0098
 MO0098                         *CURRENT SURVEY CONTROL
 MO0098  ___________________________________________________________________
 MO0098* NAD 83(1986)-  41 08 52.     (N)    104 10 01.     (W)     SCALED    
 MO0098* NAVD 88     -      1578.917  (meters)    5180.16   (feet)  ADJUSTED  
 MO0098  ___________________________________________________________________
 MO0098  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 MO0098  DYNAMIC HT  -        1577.661 (meters)    5176.04  (feet)  COMP
 MO0098  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 MO0098
 MO0098  VERT ORDER  -  SECOND    CLASS 0
 MO0098
 MO0098.The horizontal coordinates were scaled from a topographic map and have
 MO0098.an estimated accuracy of +/- 6 seconds.
 MO0098
 MO0098.The orthometric height was determined by differential leveling
 MO0098.and adjusted by the National Geodetic Survey in June 1991..
 MO0098
 MO0098.The geoid height was determined by GEOID03.
 MO0098
 MO0098.The dynamic height is computed by dividing the NAVD 88
 MO0098.geopotential number by the normal gravity value computed on the
 MO0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0098.degrees latitude (g = 980.6199 gals.).
 MO0098
 MO0098.The modeled gravity was interpolated from observed gravity values.
 MO0098
 MO0098;                    North         East    Units  Estimated Accuracy
 MO0098;SPC WY E     -    72,410.      283,920.      MT  (+/- 180 meters Scaled)
 MO0098
 MO0098                          SUPERSEDED SURVEY CONTROL
 MO0098
 MO0098  NGVD 29 (??/??/92) 1578.072  (m)         5177.39   (f) ADJ UNCH    2 0
 MO0098
 MO0098.Superseded values are not recommended for survey control.
 MO0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0098.See file dsdata.txt to determine how the superseded data were derived.
 MO0098
 MO0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF699554(NAD 83)
 MO0098_MARKER: DB = BENCH MARK DISK
 MO0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0098_STAMPING: X 90 1934
 MO0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0098+STABILITY: SURFACE MOTION
 MO0098
 MO0098  HISTORY     - Date     Condition        Report By
 MO0098  HISTORY     - 1934     MONUMENTED       CGS
 MO0098  HISTORY     - 1963     MARK NOT FOUND   NGS
 MO0098
 MO0098                          STATION DESCRIPTION
 MO0098
 MO0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0098'4.7 MI E FROM EGBERT.
 MO0098'4.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0098'STATION AT EGBERT, LARAMIE COUNTY, 0.4 MILES EAST OF MILEPOST
 MO0098'473, 71.7 FEET SOUTH OF THE SOUTH RAIL, 12.8 FEET NORTH OF A
 MO0098'FENCE, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK SET
 MO0098'IN THE TOP OF A CONCRETE POST.
 MO0098
 MO0098                          STATION RECOVERY (1963)
 MO0098
 MO0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 MO0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0063 ***********************************************************************
 NQ0063  DESIGNATION -  X 95
 NQ0063  PID         -  NQ0063
 NQ0063  STATE/COUNTY-  WY/NIOBRARA
 NQ0063  USGS QUAD   -  REYNOLDS SPRING (1974)
 NQ0063
 NQ0063                         *CURRENT SURVEY CONTROL
 NQ0063  ___________________________________________________________________
 NQ0063* NAD 83(1986)-  42 41 20.     (N)    104 26 15.     (W)     SCALED    
 NQ0063* NAVD 88     -      1531.832  (meters)    5025.69   (feet)  ADJUSTED  
 NQ0063  ___________________________________________________________________
 NQ0063  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 NQ0063  DYNAMIC HT  -        1530.967 (meters)    5022.85  (feet)  COMP
 NQ0063  MODELED GRAV-     980,000.9   (mgal)                       NAVD 88
 NQ0063
 NQ0063  VERT ORDER  -  SECOND    CLASS 0
 NQ0063
 NQ0063.The horizontal coordinates were scaled from a topographic map and have
 NQ0063.an estimated accuracy of +/- 6 seconds.
 NQ0063
 NQ0063.The orthometric height was determined by differential leveling
 NQ0063.and adjusted by the National Geodetic Survey in June 1991..
 NQ0063
 NQ0063.The geoid height was determined by GEOID03.
 NQ0063
 NQ0063.The dynamic height is computed by dividing the NAVD 88
 NQ0063.geopotential number by the normal gravity value computed on the
 NQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0063.degrees latitude (g = 980.6199 gals.).
 NQ0063
 NQ0063.The modeled gravity was interpolated from observed gravity values.
 NQ0063
 NQ0063;                    North         East    Units  Estimated Accuracy
 NQ0063;SPC WY E     -   243,350.      259,750.      MT  (+/- 180 meters Scaled)
 NQ0063
 NQ0063                          SUPERSEDED SURVEY CONTROL
 NQ0063
 NQ0063  NGVD 29 (??/??/92) 1531.135  (m)         5023.40   (f) ADJ UNCH    2 0
 NQ0063
 NQ0063.Superseded values are not recommended for survey control.
 NQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0063.See file dsdata.txt to determine how the superseded data were derived.
 NQ0063
 NQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH460264(NAD 83)
 NQ0063_MARKER: DB = BENCH MARK DISK
 NQ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0063_STAMPING: X 95 1934
 NQ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0063+STABILITY: SURFACE MOTION
 NQ0063
 NQ0063  HISTORY     - Date     Condition        Report By
 NQ0063  HISTORY     - 1934     MONUMENTED       CGS
 NQ0063  HISTORY     - 1974     GOOD             USGS
 NQ0063
 NQ0063                          STATION DESCRIPTION
 NQ0063
 NQ0063'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NQ0063'5.4 MI S FROM LUSK.
 NQ0063'5.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 NQ0063'LUSK, NIOBRARA COUNTY.  141 FEET SOUTH OF THE CENTERLINE OF THE
 NQ0063'HIGHWAY AND A SIDE ROAD LEADING WEST.  50 FEET EAST OF THE
 NQ0063'HIGHWAY CENTERLINE.  106 FEET SOUTH OF A T-FENCE CORNER EAST.
 NQ0063'1.0 FOOT EAST OF THE R.O.W. FENCE.  A STANDARD DISK, STAMPED
 NQ0063'X 95 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0005 ***********************************************************************
 MO0005  DESIGNATION -  X 96
 MO0005  PID         -  MO0005
 MO0005  STATE/COUNTY-  WY/GOSHEN
 MO0005  USGS QUAD   -  PETSCH RESERVOIR (1990)
 MO0005
 MO0005                         *CURRENT SURVEY CONTROL
 MO0005  ___________________________________________________________________
 MO0005* NAD 83(1986)-  41 36 08.     (N)    104 07 42.     (W)     SCALED    
 MO0005* NAVD 88     -      1441.260  (meters)    4728.53   (feet)  ADJUSTED  
 MO0005  ___________________________________________________________________
 MO0005  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 MO0005  DYNAMIC HT  -        1440.219 (meters)    4725.12  (feet)  COMP
 MO0005  MODELED GRAV-     979,850.7   (mgal)                       NAVD 88
 MO0005
 MO0005  VERT ORDER  -  SECOND    CLASS 0
 MO0005
 MO0005.The horizontal coordinates were scaled from a topographic map and have
 MO0005.an estimated accuracy of +/- 6 seconds.
 MO0005
 MO0005.The orthometric height was determined by differential leveling
 MO0005.and adjusted by the National Geodetic Survey in June 1991..
 MO0005
 MO0005.The geoid height was determined by GEOID03.
 MO0005
 MO0005.The dynamic height is computed by dividing the NAVD 88
 MO0005.geopotential number by the normal gravity value computed on the
 MO0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0005.degrees latitude (g = 980.6199 gals.).
 MO0005
 MO0005.The modeled gravity was interpolated from observed gravity values.
 MO0005
 MO0005;                    North         East    Units  Estimated Accuracy
 MO0005;SPC WY E     -   122,920.      286,560.      MT  (+/- 180 meters Scaled)
 MO0005
 MO0005                          SUPERSEDED SURVEY CONTROL
 MO0005
 MO0005  NGVD 29 (??/??/92) 1440.446  (m)         4725.86   (f) ADJ UNCH    2 0
 MO0005
 MO0005.Superseded values are not recommended for survey control.
 MO0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0005.See file dsdata.txt to determine how the superseded data were derived.
 MO0005
 MO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG726059(NAD 83)
 MO0005_MARKER: DB = BENCH MARK DISK
 MO0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0005_STAMPING: X 96 1934
 MO0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0005+STABILITY: SURFACE MOTION
 MO0005
 MO0005  HISTORY     - Date     Condition        Report By
 MO0005  HISTORY     - 1934     MONUMENTED       CGS
 MO0005
 MO0005                          STATION DESCRIPTION
 MO0005
 MO0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MO0005'3.4 MI S FROM LAGRANGE.
 MO0005'3.4 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0005'STATION AT LAGRANGE, NORTH OF MILEPOST 37, AT THE SOUTH END OF
 MO0005'A LONG FILL, 75.1 FEET WEST OF THE WEST RAIL, 25.2 FEET NORTH OF
 MO0005'THE NORTH END OF A GATE, AND 1.5 FEET EAST OF THE WEST RIGHT-OF-WAY
 MO0005'FENCE.  A STANDARD DISK, STAMPED X 96 1934 AND SET IN THE TOP
 MO0005'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0328 ***********************************************************************
 NQ0328  DESIGNATION -  X 99
 NQ0328  PID         -  NQ0328
 NQ0328  STATE/COUNTY-  WY/PLATTE
 NQ0328  USGS QUAD   -  SIBLEY PEAK (1981)
 NQ0328
 NQ0328                         *CURRENT SURVEY CONTROL
 NQ0328  ___________________________________________________________________
 NQ0328* NAD 83(1986)-  42 29 02.     (N)    105 00 30.     (W)     SCALED    
 NQ0328* NAVD 88     -      1419.743  (meters)    4657.94   (feet)  ADJUSTED  
 NQ0328  ___________________________________________________________________
 NQ0328  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 NQ0328  DYNAMIC HT  -        1418.889 (meters)    4655.14  (feet)  COMP
 NQ0328  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 NQ0328
 NQ0328  VERT ORDER  -  FIRST     CLASS II
 NQ0328
 NQ0328.The horizontal coordinates were scaled from a topographic map and have
 NQ0328.an estimated accuracy of +/- 6 seconds.
 NQ0328
 NQ0328.The orthometric height was determined by differential leveling
 NQ0328.and adjusted by the National Geodetic Survey in June 1991..
 NQ0328
 NQ0328.The geoid height was determined by GEOID03.
 NQ0328
 NQ0328.The dynamic height is computed by dividing the NAVD 88
 NQ0328.geopotential number by the normal gravity value computed on the
 NQ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0328.degrees latitude (g = 980.6199 gals.).
 NQ0328
 NQ0328.The modeled gravity was interpolated from observed gravity values.
 NQ0328
 NQ0328;                    North         East    Units  Estimated Accuracy
 NQ0328;SPC WY E     -   220,340.      213,020.      MT  (+/- 180 meters Scaled)
 NQ0328
 NQ0328                          SUPERSEDED SURVEY CONTROL
 NQ0328
 NQ0328  NGVD 29 (??/??/92) 1418.960  (m)         4655.37   (f) ADJ UNCH    1 2
 NQ0328
 NQ0328.Superseded values are not recommended for survey control.
 NQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0328.See file dsdata.txt to determine how the superseded data were derived.
 NQ0328
 NQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH993035(NAD 83)
 NQ0328_MARKER: DB = BENCH MARK DISK
 NQ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0328_STAMPING: X 99 1934
 NQ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0328+STABILITY: SURFACE MOTION
 NQ0328
 NQ0328  HISTORY     - Date     Condition        Report By
 NQ0328  HISTORY     - 1934     MONUMENTED       CGS
 NQ0328  HISTORY     - 1956     GOOD             NGS
 NQ0328
 NQ0328                          STATION DESCRIPTION
 NQ0328
 NQ0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 NQ0328'2 MI SE FROM GLENDO.
 NQ0328'1.6 MILES SOUTHEAST ALONG THE CHICAGO BURLINGTON AND QUINCY
 NQ0328'RAILROAD FROM THE STATION AT GLENDO, THENCE 0.45 MILE SOUTHEAST
 NQ0328'ALONG AN OLD RAILROAD GRADE, 289 FEET NORTHWEST OF A FENCE
 NQ0328'CORNER, 54 FEET SOUTHEAST OF THE CENTER OF A WIRE GATE, 99
 NQ0328'FEET NORTHEAST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 1.4
 NQ0328'FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 NQ0328'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN SECTION 16, TOWNSHIP
 NQ0328'29 NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0685 ***********************************************************************
 PY0685  DESIGNATION -  Y 10
 PY0685  PID         -  PY0685
 PY0685  STATE/COUNTY-  WY/TETON
 PY0685  USGS QUAD   -  LAKE (1986)
 PY0685
 PY0685                         *CURRENT SURVEY CONTROL
 PY0685  ___________________________________________________________________
 PY0685* NAD 83(1986)-  44 32 50.     (N)    110 24 51.     (W)     SCALED    
 PY0685* NAVD 88     -      2363.033  (meters)    7752.72   (feet)  POSTED    
 PY0685  ___________________________________________________________________
 PY0685  GEOID HEIGHT-          -8.55  (meters)                     GEOID03
 PY0685  DYNAMIC HT  -        2361.440 (meters)    7747.49  (feet)  COMP
 PY0685  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 PY0685
 PY0685  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PY0685
 PY0685.The horizontal coordinates were scaled from a topographic map and have
 PY0685.an estimated accuracy of +/- 6 seconds.
 PY0685
 PY0685.The orthometric height was determined by differential leveling
 PY0685.and adjusted by the National Geodetic Survey in 1992..
 PY0685.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PY0685.rate of 4.1 thru 8.0 mm/km.
 PY0685
 PY0685.The geoid height was determined by GEOID03.
 PY0685
 PY0685.The dynamic height is computed by dividing the NAVD 88
 PY0685.geopotential number by the normal gravity value computed on the
 PY0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0685.degrees latitude (g = 980.6199 gals.).
 PY0685
 PY0685.The modeled gravity was interpolated from observed gravity values.
 PY0685
 PY0685;                    North         East    Units  Estimated Accuracy
 PY0685;SPC WY W     -   549,610.      773,710.      MT  (+/- 180 meters Scaled)
 PY0685
 PY0685                          SUPERSEDED SURVEY CONTROL
 PY0685
 PY0685.No superseded survey control is available for this station.
 PY0685
 PY0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ465328(NAD 83)
 PY0685
 PY0685  HISTORY     - Date     Condition        Report By
 PY0685  HISTORY     - UNK      MONUMENTED
 PY0685  HISTORY     - 1987     MARK NOT FOUND   NGS
 PY0685
 PY0685                          STATION DESCRIPTION
 PY0685
 PY0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PY0685'THERE HAS BEEN EXTENSIVE GRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0152 ***********************************************************************
 OU0152  DESIGNATION -  Y 100
 OU0152  PID         -  OU0152
 OU0152  STATE/COUNTY-  WY/NIOBRARA
 OU0152  USGS QUAD   -  BOGGY RESERVOIR (1981)
 OU0152
 OU0152                         *CURRENT SURVEY CONTROL
 OU0152  ___________________________________________________________________
 OU0152* NAD 83(1986)-  43 16 07.     (N)    104 35 05.     (W)     SCALED    
 OU0152* NAVD 88     -      1214.591  (meters)    3984.87   (feet)  ADJUSTED  
 OU0152  ___________________________________________________________________
 OU0152  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 OU0152  DYNAMIC HT  -        1213.975 (meters)    3982.85  (feet)  COMP
 OU0152  MODELED GRAV-     980,070.9   (mgal)                       NAVD 88
 OU0152
 OU0152  VERT ORDER  -  SECOND    CLASS 0
 OU0152
 OU0152.The horizontal coordinates were scaled from a topographic map and have
 OU0152.an estimated accuracy of +/- 6 seconds.
 OU0152
 OU0152.The orthometric height was determined by differential leveling
 OU0152.and adjusted by the National Geodetic Survey in June 1991..
 OU0152
 OU0152.The geoid height was determined by GEOID03.
 OU0152
 OU0152.The dynamic height is computed by dividing the NAVD 88
 OU0152.geopotential number by the normal gravity value computed on the
 OU0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0152.degrees latitude (g = 980.6199 gals.).
 OU0152
 OU0152.The modeled gravity was interpolated from observed gravity values.
 OU0152
 OU0152;                    North         East    Units  Estimated Accuracy
 OU0152;SPC WY E     -   307,660.      247,240.      MT  (+/- 180 meters Scaled)
 OU0152
 OU0152                          SUPERSEDED SURVEY CONTROL
 OU0152
 OU0152  NGVD 29 (??/??/92) 1213.874  (m)         3982.52   (f) ADJ UNCH    2 0
 OU0152
 OU0152.Superseded values are not recommended for survey control.
 OU0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0152.See file dsdata.txt to determine how the superseded data were derived.
 OU0152
 OU0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH337907(NAD 83)
 OU0152_MARKER: DB = BENCH MARK DISK
 OU0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0152_STAMPING: Y 100 1956
 OU0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0152+STABILITY: SURFACE MOTION
 OU0152
 OU0152  HISTORY     - Date     Condition        Report By
 OU0152  HISTORY     - 1956     MONUMENTED       CGS
 OU0152  HISTORY     - 1957     GOOD             NGS
 OU0152  HISTORY     - 1976     GOOD             USGS
 OU0152
 OU0152                          STATION DESCRIPTION
 OU0152
 OU0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0152'24.4 MI N FROM LANCE CREEK.
 OU0152'7.0 MILES EAST ALONG AN OILED ROAD FROM THE POST OFFICE AT
 OU0152'LANCE CREEK, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 OU0152'THENCE 13.55 MILES NORTHWEST ALONG A WINDING TRACK ROAD, THENCE
 OU0152'2.4 MILES NORTHWEST ALONG A DIM TRACK ROAD, 0.2 MILE NORTHWEST
 OU0152'OF A RANCH HOUSE, 250 FEET NORTH OF A ROW OF POWER POLES, 27 FEET
 OU0152'NORTH OF THE CENTER LINE OF A TRACK ROAD, 68 FEET SOUTHWEST OF
 OU0152'THE CENTER LINE OF A TRACK ROAD, 3 FEET NORTH OF A FENCE, 1.6
 OU0152'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 OU0152'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 18,
 OU0152'TOWNSHIP 38 NORTH, RANGE 64 WEST.
 OU0152
 OU0152                          STATION RECOVERY (1976)
 OU0152
 OU0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0152'LANCE CREEK POST OFFICE, 7.0 MI EAST FROM ALONG STATE HWY. 270,
 OU0152'THENCE 11.0 MI NORTH A GRADED DIRT RD., THENCE 1.0 MI NW. ALONG A
 OU0152'GRADED DIRT RD. FROM RD. FK., THENCE 2.3 MI NORTH ALONG A TRACK RD.,
 OU0152'THENCE 2.2 MI WESTERLY ALONG A GRADED DIRT RD., ABOUT 800 FT NW. OF A
 OU0152'RANCH HOUSE, IN THE SE. 1/4 OF SEC 18, T 38 N., R 64 W., 112 FT NW.
 OU0152'OF A TRACK RD. LEADING NORTH, 26 FT NORTH OF THE RD., 3 FT NORTH OF A
 OU0152'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FT, STANDARD
 OU0152'DISK STAMPED "Y-100 1956".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0080 ***********************************************************************
 MP0080  DESIGNATION -  Y 101
 MP0080  PID         -  MP0080
 MP0080  STATE/COUNTY-  WY/ALBANY
 MP0080  USGS QUAD   -  LAKE OWEN (1992)
 MP0080
 MP0080                         *CURRENT SURVEY CONTROL
 MP0080  ___________________________________________________________________
 MP0080* NAD 83(1986)-  41 09 37.     (N)    106 06 22.     (W)     SCALED    
 MP0080* NAVD 88     -      2703.401  (meters)    8869.41   (feet)  ADJUSTED  
 MP0080  ___________________________________________________________________
 MP0080  GEOID HEIGHT-         -10.72  (meters)                     GEOID03
 MP0080  DYNAMIC HT  -        2700.797 (meters)    8860.86  (feet)  COMP
 MP0080  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 MP0080
 MP0080  VERT ORDER  -  FIRST     CLASS II
 MP0080
 MP0080.The horizontal coordinates were scaled from a topographic map and have
 MP0080.an estimated accuracy of +/- 6 seconds.
 MP0080
 MP0080.The orthometric height was determined by differential leveling
 MP0080.and adjusted by the National Geodetic Survey in June 1991..
 MP0080
 MP0080.The geoid height was determined by GEOID03.
 MP0080
 MP0080.The dynamic height is computed by dividing the NAVD 88
 MP0080.geopotential number by the normal gravity value computed on the
 MP0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0080.degrees latitude (g = 980.6199 gals.).
 MP0080
 MP0080.The modeled gravity was interpolated from observed gravity values.
 MP0080
 MP0080;                    North         East    Units  Estimated Accuracy
 MP0080;SPC WY E     -    73,750.      121,160.      MT  (+/- 180 meters Scaled)
 MP0080
 MP0080                          SUPERSEDED SURVEY CONTROL
 MP0080
 MP0080  NGVD 29 (??/??/92) 2702.152  (m)         8865.31   (f) ADJ UNCH    1 2
 MP0080
 MP0080.Superseded values are not recommended for survey control.
 MP0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0080.See file dsdata.txt to determine how the superseded data were derived.
 MP0080
 MP0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF071571(NAD 83)
 MP0080_MARKER: DB = BENCH MARK DISK
 MP0080_SETTING: 80 = SET IN A BOULDER
 MP0080_SP_SET: BOULDER
 MP0080_STAMPING: Y 101 1956
 MP0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0080+STABILITY: SURFACE MOTION
 MP0080
 MP0080  HISTORY     - Date     Condition        Report By
 MP0080  HISTORY     - 1956     MONUMENTED       CGS
 MP0080
 MP0080                          STATION DESCRIPTION
 MP0080
 MP0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0080'5.8 MI S FROM ALBANY.
 MP0080'5.8 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0080'RAILROAD FROM THE STATION AT ALBANY, 29 FEET NORTH OF MILEPOST 46, 6.7
 MP0080'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.5 FEET ABOVE THE TOP OF THE
 MP0080'RAILS, AT THE FOOT OF A ROCKY RIDGE, SET IN THE TOP OF A GRANITE
 MP0080'BOULDER, IN SECTION 24, TOWNSHIP 14 NORTH, RANGE 78 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0126 ***********************************************************************
 MQ0126  DESIGNATION -  Y 102
 MQ0126  PID         -  MQ0126
 MQ0126  STATE/COUNTY-  WY/SWEETWATER
 MQ0126  USGS QUAD   -  ROCK SPRINGS (1978)
 MQ0126
 MQ0126                         *CURRENT SURVEY CONTROL
 MQ0126  ___________________________________________________________________
 MQ0126* NAD 83(1986)-  41 36 25.     (N)    109 08 00.     (W)     SCALED    
 MQ0126* NAVD 88     -      1921.235  (meters)    6303.25   (feet)  ADJUSTED  
 MQ0126  ___________________________________________________________________
 MQ0126  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 MQ0126  DYNAMIC HT  -        1919.647 (meters)    6298.04  (feet)  COMP
 MQ0126  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 MQ0126
 MQ0126  VERT ORDER  -  FIRST     CLASS II
 MQ0126
 MQ0126.The horizontal coordinates were scaled from a topographic map and have
 MQ0126.an estimated accuracy of +/- 6 seconds.
 MQ0126
 MQ0126.The orthometric height was determined by differential leveling
 MQ0126.and adjusted by the National Geodetic Survey in June 1991..
 MQ0126
 MQ0126.The geoid height was determined by GEOID03.
 MQ0126
 MQ0126.The dynamic height is computed by dividing the NAVD 88
 MQ0126.geopotential number by the normal gravity value computed on the
 MQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0126.degrees latitude (g = 980.6199 gals.).
 MQ0126
 MQ0126.The modeled gravity was interpolated from observed gravity values.
 MQ0126
 MQ0126;                    North         East    Units  Estimated Accuracy
 MQ0126;SPC WYWC     -   123,000.      568,050.      MT  (+/- 180 meters Scaled)
 MQ0126
 MQ0126                          SUPERSEDED SURVEY CONTROL
 MQ0126
 MQ0126  NGVD 29 (??/??/92) 1919.978  (m)         6299.13   (f) ADJ UNCH    1 2
 MQ0126
 MQ0126.Superseded values are not recommended for survey control.
 MQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0126.See file dsdata.txt to determine how the superseded data were derived.
 MQ0126
 MQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM555078(NAD 83)
 MQ0126_MARKER: DB = BENCH MARK DISK
 MQ0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0126_SP_SET: ABUTMENT
 MQ0126_STAMPING: Y 102 1956
 MQ0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0126
 MQ0126  HISTORY     - Date     Condition        Report By
 MQ0126  HISTORY     - 1956     MONUMENTED       CGS
 MQ0126  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0126
 MQ0126                          STATION DESCRIPTION
 MQ0126
 MQ0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0126'5.0 MI E FROM ROCK SPRINGS.
 MQ0126'5.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MQ0126'ROCK SPRINGS, 1 1/2 POLES EAST OF THE OVERPASS OF A ROAD LEADING TO
 MQ0126'THE ROCK SPRINGS AIRPORT, 79 FEET NORTHEAST OF MILEPOST 797, 4.9 FEET
 MQ0126'NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 1.5 FEET BELOW THE TOP OF
 MQ0126'THE RAILS, SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF A
 MQ0126'BRIDGE, IN THE SOUTHWEST 1/4 OF SECTION 22, TOWNSHIP 19 NORTH, RANGE
 MQ0126'104 WEST.
 MQ0126
 MQ0126                          STATION RECOVERY (1983)
 MQ0126
 MQ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0126'THIS MARK COULD BE IN PLACE UNDER A TIE AND WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0098 ***********************************************************************
 MQ0098  DESIGNATION -  Y 103
 MQ0098  PID         -  MQ0098
 MQ0098  STATE/COUNTY-  WY/SWEETWATER
 MQ0098  USGS QUAD   -  POINT OF ROCKS (1978)
 MQ0098
 MQ0098                         *CURRENT SURVEY CONTROL
 MQ0098  ___________________________________________________________________
 MQ0098* NAD 83(1986)-  41 39 43.     (N)    108 46 26.     (W)     SCALED    
 MQ0098* NAVD 88     -      1991.153  (meters)    6532.64   (feet)  ADJUSTED  
 MQ0098  ___________________________________________________________________
 MQ0098  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 MQ0098  DYNAMIC HT  -        1989.478 (meters)    6527.15  (feet)  COMP
 MQ0098  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 MQ0098
 MQ0098  VERT ORDER  -  FIRST     CLASS II
 MQ0098
 MQ0098.The horizontal coordinates were scaled from a topographic map and have
 MQ0098.an estimated accuracy of +/- 6 seconds.
 MQ0098
 MQ0098.The orthometric height was determined by differential leveling
 MQ0098.and adjusted by the National Geodetic Survey in June 1991..
 MQ0098
 MQ0098.The geoid height was determined by GEOID03.
 MQ0098
 MQ0098.The dynamic height is computed by dividing the NAVD 88
 MQ0098.geopotential number by the normal gravity value computed on the
 MQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0098.degrees latitude (g = 980.6199 gals.).
 MQ0098
 MQ0098.The modeled gravity was interpolated from observed gravity values.
 MQ0098
 MQ0098;                    North         East    Units  Estimated Accuracy
 MQ0098;SPC WYWC     -   129,030.      598,010.      MT  (+/- 180 meters Scaled)
 MQ0098
 MQ0098                          SUPERSEDED SURVEY CONTROL
 MQ0098
 MQ0098  NGVD 29 (??/??/92) 1989.830  (m)         6528.30   (f) ADJ UNCH    1 2
 MQ0098
 MQ0098.Superseded values are not recommended for survey control.
 MQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0098.See file dsdata.txt to determine how the superseded data were derived.
 MQ0098
 MQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM853146(NAD 83)
 MQ0098_MARKER: DB = BENCH MARK DISK
 MQ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0098_STAMPING: Y 103 1956
 MQ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0098+STABILITY: SURFACE MOTION
 MQ0098
 MQ0098  HISTORY     - Date     Condition        Report By
 MQ0098  HISTORY     - 1956     MONUMENTED       CGS
 MQ0098  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0098
 MQ0098                          STATION DESCRIPTION
 MQ0098
 MQ0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0098'1.7 MI SE FROM POINT OF ROCKS.
 MQ0098'1.7 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0098'SIGN AT POINT OF ROCKS, 2 POLES SOUTH OF A SEMAPHORE, 84 FEET EAST OF
 MQ0098'THE CENTER LINE OF A DIRT ROAD, 63 FEET WEST OF THE WEST RAIL OF THE
 MQ0098'WEST TRACK, 23 FEET WEST OF A FENCE, 6.6 FEET SOUTH OF A TELEPHONE
 MQ0098'POLE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 MQ0098'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 MQ0098'SECTION 3, TOWNSHIP 19 NORTH, RANGE 101 WEST.
 MQ0098
 MQ0098                          STATION RECOVERY (1983)
 MQ0098
 MQ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0196 ***********************************************************************
 NQ0196  DESIGNATION -  Y 104
 NQ0196  PID         -  NQ0196
 NQ0196  STATE/COUNTY-  WY/NIOBRARA
 NQ0196  USGS QUAD   -  MANVILLE (1981)
 NQ0196
 NQ0196                         *CURRENT SURVEY CONTROL
 NQ0196  ___________________________________________________________________
 NQ0196* NAD 83(1986)-  42 45 48.     (N)    104 31 37.     (W)     SCALED    
 NQ0196* NAVD 88     -      1573.905  (meters)    5163.72   (feet)  ADJUSTED  
 NQ0196  ___________________________________________________________________
 NQ0196  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 NQ0196  DYNAMIC HT  -        1572.985 (meters)    5160.70  (feet)  COMP
 NQ0196  MODELED GRAV-     979,980.0   (mgal)                       NAVD 88
 NQ0196
 NQ0196  VERT ORDER  -  FIRST     CLASS II
 NQ0196
 NQ0196.The horizontal coordinates were scaled from a topographic map and have
 NQ0196.an estimated accuracy of +/- 6 seconds.
 NQ0196
 NQ0196.The orthometric height was determined by differential leveling
 NQ0196.and adjusted by the National Geodetic Survey in June 1991..
 NQ0196
 NQ0196.The geoid height was determined by GEOID03.
 NQ0196
 NQ0196.The dynamic height is computed by dividing the NAVD 88
 NQ0196.geopotential number by the normal gravity value computed on the
 NQ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0196.degrees latitude (g = 980.6199 gals.).
 NQ0196
 NQ0196.The modeled gravity was interpolated from observed gravity values.
 NQ0196
 NQ0196;                    North         East    Units  Estimated Accuracy
 NQ0196;SPC WY E     -   251,560.      252,360.      MT  (+/- 180 meters Scaled)
 NQ0196
 NQ0196                          SUPERSEDED SURVEY CONTROL
 NQ0196
 NQ0196  NGVD 29 (??/??/92) 1573.166  (m)         5161.30   (f) ADJ UNCH    1 2
 NQ0196
 NQ0196.Superseded values are not recommended for survey control.
 NQ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0196.See file dsdata.txt to determine how the superseded data were derived.
 NQ0196
 NQ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH387346(NAD 83)
 NQ0196_MARKER: DB = BENCH MARK DISK
 NQ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0196_STAMPING: Y 104 1954
 NQ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0196+STABILITY: SURFACE MOTION
 NQ0196
 NQ0196  HISTORY     - Date     Condition        Report By
 NQ0196  HISTORY     - 1954     MONUMENTED       CGS
 NQ0196
 NQ0196                          STATION DESCRIPTION
 NQ0196
 NQ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NQ0196'3.9 MI W FROM LUSK.
 NQ0196'3.9 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILROAD
 NQ0196'FROM THE STATION AT LUSK, 4 1/2 POLES WEST OF MILEPOST 495, 41
 NQ0196'FEET SOUTH OF THE SOUTH RAIL, 6 FEET NORTH OF A FENCE, 2.5
 NQ0196'FEET EAST OF A WITNESS POST, 0.8 MILE EAST OF BENCH MARK J F
 NQ0196'46 (U.S.G.S.), SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 NQ0196'0.4 FOOT ABOVE THE GROUND.  IN SECTION 10, TOWNSHIP 32 NORTH,
 NQ0196'RANGE 64 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0513 ***********************************************************************
 MO0513  DESIGNATION -  Y 108
 MO0513  PID         -  MO0513
 MO0513  STATE/COUNTY-  WY/LARAMIE
 MO0513  USGS QUAD   -  ISLAY (1978)
 MO0513
 MO0513                         *CURRENT SURVEY CONTROL
 MO0513  ___________________________________________________________________
 MO0513* NAD 83(1986)-  41 21 29.     (N)    105 10 26.     (W)     SCALED    
 MO0513* NAVD 88     -      2049.293  (meters)    6723.39   (feet)  ADJUSTED  
 MO0513  ___________________________________________________________________
 MO0513  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 MO0513  DYNAMIC HT  -        2047.519 (meters)    6717.57  (feet)  COMP
 MO0513  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 MO0513
 MO0513  VERT ORDER  -  FIRST     CLASS II
 MO0513
 MO0513.The horizontal coordinates were scaled from a topographic map and have
 MO0513.an estimated accuracy of +/- 6 seconds.
 MO0513
 MO0513.The orthometric height was determined by differential leveling
 MO0513.and adjusted by the National Geodetic Survey in June 1991..
 MO0513
 MO0513.The geoid height was determined by GEOID03.
 MO0513
 MO0513.The dynamic height is computed by dividing the NAVD 88
 MO0513.geopotential number by the normal gravity value computed on the
 MO0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0513.degrees latitude (g = 980.6199 gals.).
 MO0513
 MO0513.The modeled gravity was interpolated from observed gravity values.
 MO0513
 MO0513;                    North         East    Units  Estimated Accuracy
 MO0513;SPC WY E     -    95,280.      199,400.      MT  (+/- 180 meters Scaled)
 MO0513
 MO0513                          SUPERSEDED SURVEY CONTROL
 MO0513
 MO0513  NGVD 29 (??/??/92) 2048.242  (m)         6719.94   (f) ADJ UNCH    1 2
 MO0513
 MO0513.Superseded values are not recommended for survey control.
 MO0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0513.See file dsdata.txt to determine how the superseded data were derived.
 MO0513
 MO0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF854785(NAD 83)
 MO0513_MARKER: DB = BENCH MARK DISK
 MO0513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0513_SP_SET: CULVERT
 MO0513_STAMPING: Y 108 1954
 MO0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0513
 MO0513  HISTORY     - Date     Condition        Report By
 MO0513  HISTORY     - 1954     MONUMENTED       CGS
 MO0513
 MO0513                          STATION DESCRIPTION
 MO0513
 MO0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0513'3.6 MI NW FROM ISLAY.
 MO0513'3.55 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0513'FROM THE STATION SIGN AT ISLAY, 14.7 FEET SOUTHWEST OF THE
 MO0513'SOUTHWEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 MO0513'TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE
 MO0513'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0349 ***********************************************************************
 MO0349  DESIGNATION -  Y 109
 MO0349  PID         -  MO0349
 MO0349  STATE/COUNTY-  WY/LARAMIE
 MO0349  USGS QUAD   -  MC DONALD RANCH (1976)
 MO0349
 MO0349                         *CURRENT SURVEY CONTROL
 MO0349  ___________________________________________________________________
 MO0349* NAD 83(1986)-  41 37 40.     (N)    105 06 42.     (W)     SCALED    
 MO0349* NAVD 88     -      1815.417  (meters)    5956.08   (feet)  ADJUSTED  
 MO0349  ___________________________________________________________________
 MO0349  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 MO0349  DYNAMIC HT  -        1813.968 (meters)    5951.33  (feet)  COMP
 MO0349  MODELED GRAV-     979,760.5   (mgal)                       NAVD 88
 MO0349
 MO0349  VERT ORDER  -  FIRST     CLASS II
 MO0349
 MO0349.The horizontal coordinates were scaled from a topographic map and have
 MO0349.an estimated accuracy of +/- 6 seconds.
 MO0349
 MO0349.The orthometric height was determined by differential leveling
 MO0349.and adjusted by the National Geodetic Survey in June 1991..
 MO0349
 MO0349.The geoid height was determined by GEOID03.
 MO0349
 MO0349.The dynamic height is computed by dividing the NAVD 88
 MO0349.geopotential number by the normal gravity value computed on the
 MO0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0349.degrees latitude (g = 980.6199 gals.).
 MO0349
 MO0349.The modeled gravity was interpolated from observed gravity values.
 MO0349
 MO0349;                    North         East    Units  Estimated Accuracy
 MO0349;SPC WY E     -   125,240.      204,580.      MT  (+/- 180 meters Scaled)
 MO0349
 MO0349                          SUPERSEDED SURVEY CONTROL
 MO0349
 MO0349  NGVD 29 (??/??/92) 1814.442  (m)         5952.88   (f) ADJ UNCH    1 2
 MO0349
 MO0349.Superseded values are not recommended for survey control.
 MO0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0349.See file dsdata.txt to determine how the superseded data were derived.
 MO0349
 MO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG906084(NAD 83)
 MO0349_MARKER: DB = BENCH MARK DISK
 MO0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MO0349_SP_SET: CULVERT
 MO0349_STAMPING: Y 109 1954
 MO0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO0349
 MO0349  HISTORY     - Date     Condition        Report By
 MO0349  HISTORY     - 1954     MONUMENTED       CGS
 MO0349
 MO0349                          STATION DESCRIPTION
 MO0349
 MO0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0349'8.2 MI NE FROM FARTHING.
 MO0349'8.15 MILES NORTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 MO0349'FROM THE STATION AT FARTHING, 0.1 MILE NORTHEAST OF A CUT, 13.5
 MO0349'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET BELOW THE TOP OF THE
 MO0349'RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 MO0349'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0152 ***********************************************************************
 PY0152  DESIGNATION -  Y 11
 PY0152  PID         -  PY0152
 PY0152  STATE/COUNTY-  WY/PARK
 PY0152  USGS QUAD   -  BLACKTAIL DEER CREEK (1986)
 PY0152
 PY0152                         *CURRENT SURVEY CONTROL
 PY0152  ___________________________________________________________________
 PY0152* NAD 83(1986)-  44 56 47.     (N)    110 36 58.     (W)     SCALED    
 PY0152* NAVD 88     -      2028.402  (meters)    6654.85   (feet)  ADJUSTED  
 PY0152  ___________________________________________________________________
 PY0152  GEOID HEIGHT-          -8.53  (meters)                     GEOID03
 PY0152  DYNAMIC HT  -        2027.297 (meters)    6651.22  (feet)  COMP
 PY0152  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 PY0152
 PY0152  VERT ORDER  -  FIRST     CLASS II
 PY0152
 PY0152.The horizontal coordinates were scaled from a topographic map and have
 PY0152.an estimated accuracy of +/- 6 seconds.
 PY0152
 PY0152.The orthometric height was determined by differential leveling
 PY0152.and adjusted by the National Geodetic Survey in June 1991..
 PY0152
 PY0152.The geoid height was determined by GEOID03.
 PY0152
 PY0152.The dynamic height is computed by dividing the NAVD 88
 PY0152.geopotential number by the normal gravity value computed on the
 PY0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0152.degrees latitude (g = 980.6199 gals.).
 PY0152
 PY0152.The modeled gravity was interpolated from observed gravity values.
 PY0152
 PY0152;                    North         East    Units  Estimated Accuracy
 PY0152;SPC WYWC     -   495,600.      452,740.      MT  (+/- 180 meters Scaled)
 PY0152
 PY0152                          SUPERSEDED SURVEY CONTROL
 PY0152
 PY0152  NGVD 29 (08/20/92) 2027.149  (m)         6650.74   (f) ADJUSTED    1 2
 PY0152
 PY0152.Superseded values are not recommended for survey control.
 PY0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0152.See file dsdata.txt to determine how the superseded data were derived.
 PY0152
 PY0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ302770(NAD 83)
 PY0152_MARKER: DB = BENCH MARK DISK
 PY0152_SETTING: 80 = SET IN A BOULDER
 PY0152_SP_SET: BOULDER
 PY0152_STAMPING: Y 11 1923 6629.468
 PY0152_MARK LOGO: CGS   
 PY0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0152+STABILITY: SURFACE MOTION
 PY0152
 PY0152  HISTORY     - Date     Condition        Report By
 PY0152  HISTORY     - 1923     MONUMENTED       CGS
 PY0152  HISTORY     - 1934     GOOD             NGS
 PY0152  HISTORY     - 1987     GOOD             NGS
 PY0152
 PY0152                          STATION DESCRIPTION
 PY0152
 PY0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PY0152'5.9 MI E FROM MAMMOTH HOT SPRINGS.
 PY0152'5.9 MILES EAST ALONG THE MAMMOTH HOT SPRINGS-TOWER JUNCTION ROAD FROM
 PY0152'MAMMOTH HOT SPRINGS, YELLOWSTONE NATIONAL PARK, 565 YARDS WEST OF THE
 PY0152'SIXTH MILEPOST EAST OF MAMMOTH HOT SPRINGS, 50 FEET SOUTH OF COOKE
 PY0152'ROAD, 20 FEET WEST OF A GROUP OF THREE PINE TREES, AT THE TOP OF A LOW
 PY0152'KNOLL, 10 FEET HIGHER THAN THE ROAD, AND IN THE TOP OF A PEAKED
 PY0152'BOULDER 5 FEET HIGH.  A STANDARD DISK, STAMPED 6629.468 Y 11 1923.
 PY0152'NOTE-- THIS BENCH MARK WAS ORIGINALLY DESCRIBED AS BEING IN THE SIDE
 PY0152'OF A BOULDER AND 2 FEET HIGHER THAN THE ROAD.
 PY0152
 PY0152                          STATION RECOVERY (1987)
 PY0152
 PY0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0281 ***********************************************************************
 MO0281  DESIGNATION -  Y 110
 MO0281  PID         -  MO0281
 MO0281  STATE/COUNTY-  WY/PLATTE
 MO0281  USGS QUAD   -  CHUGWATER (1990)
 MO0281
 MO0281                         *CURRENT SURVEY CONTROL
 MO0281  ___________________________________________________________________
 MO0281* NAD 83(1986)-  41 49 23.     (N)    104 48 07.     (W)     SCALED    
 MO0281* NAVD 88     -      1555.872  (meters)    5104.56   (feet)  ADJUSTED  
 MO0281  ___________________________________________________________________
 MO0281  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 MO0281  DYNAMIC HT  -        1554.753 (meters)    5100.89  (feet)  COMP
 MO0281  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 MO0281
 MO0281  VERT ORDER  -  FIRST     CLASS II
 MO0281
 MO0281.The horizontal coordinates were scaled from a topographic map and have
 MO0281.an estimated accuracy of +/- 6 seconds.
 MO0281
 MO0281.The orthometric height was determined by differential leveling
 MO0281.and adjusted by the National Geodetic Survey in June 1991..
 MO0281
 MO0281.The geoid height was determined by GEOID03.
 MO0281
 MO0281.The dynamic height is computed by dividing the NAVD 88
 MO0281.geopotential number by the normal gravity value computed on the
 MO0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0281.degrees latitude (g = 980.6199 gals.).
 MO0281
 MO0281.The modeled gravity was interpolated from observed gravity values.
 MO0281
 MO0281;                    North         East    Units  Estimated Accuracy
 MO0281;SPC WY E     -   146,990.      230,300.      MT  (+/- 180 meters Scaled)
 MO0281
 MO0281                          SUPERSEDED SURVEY CONTROL
 MO0281
 MO0281  NGVD 29 (??/??/92) 1554.998  (m)         5101.69   (f) ADJ UNCH    1 2
 MO0281
 MO0281.Superseded values are not recommended for survey control.
 MO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0281.See file dsdata.txt to determine how the superseded data were derived.
 MO0281
 MO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG164301(NAD 83)
 MO0281_MARKER: DB = BENCH MARK DISK
 MO0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0281_STAMPING: Y 110 1954
 MO0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0281+STABILITY: SURFACE MOTION
 MO0281
 MO0281  HISTORY     - Date     Condition        Report By
 MO0281  HISTORY     - 1954     MONUMENTED       CGS
 MO0281
 MO0281                          STATION DESCRIPTION
 MO0281
 MO0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MO0281'5.3 MI N FROM CHUGWATER.
 MO0281'5.3 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 MO0281'STATION AT CHUGWATER, 66 FEET NORTHWEST OF MILEPOST 194, 40 FEET
 MO0281'WEST OF THE WEST RAIL, 8 FEET EAST OF A FENCE, 3.6 FEET NORTH OF
 MO0281'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MO0281'0.6 FOOT ABOVE THE GROUND, 0.4 MILE NORTH OF A PRIVATE ROAD
 MO0281'CROSSING, IN SECTION 5, TOWNSHIP 21 NORTH, RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0278 ***********************************************************************
 NQ0278  DESIGNATION -  Y 111
 NQ0278  PID         -  NQ0278
 NQ0278  STATE/COUNTY-  WY/PLATTE
 NQ0278  USGS QUAD   -  GLENDO (1978)
 NQ0278
 NQ0278                         *CURRENT SURVEY CONTROL
 NQ0278  ___________________________________________________________________
 NQ0278* NAD 83(1986)-  42 32 44.     (N)    105 02 02.     (W)     SCALED    
 NQ0278* NAVD 88     -      1425.767  (meters)    4677.70   (feet)  ADJUSTED  
 NQ0278  ___________________________________________________________________
 NQ0278  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 NQ0278  DYNAMIC HT  -        1424.919 (meters)    4674.92  (feet)  COMP
 NQ0278  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 NQ0278
 NQ0278  VERT ORDER  -  FIRST     CLASS II
 NQ0278
 NQ0278.The horizontal coordinates were scaled from a topographic map and have
 NQ0278.an estimated accuracy of +/- 6 seconds.
 NQ0278
 NQ0278.The orthometric height was determined by differential leveling
 NQ0278.and adjusted by the National Geodetic Survey in June 1991..
 NQ0278
 NQ0278.The geoid height was determined by GEOID03.
 NQ0278
 NQ0278.The dynamic height is computed by dividing the NAVD 88
 NQ0278.geopotential number by the normal gravity value computed on the
 NQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0278.degrees latitude (g = 980.6199 gals.).
 NQ0278
 NQ0278.The modeled gravity was interpolated from observed gravity values.
 NQ0278
 NQ0278;                    North         East    Units  Estimated Accuracy
 NQ0278;SPC WY E     -   227,180.      210,910.      MT  (+/- 180 meters Scaled)
 NQ0278
 NQ0278                          SUPERSEDED SURVEY CONTROL
 NQ0278
 NQ0278  NGVD 29 (??/??/92) 1424.986  (m)         4675.14   (f) ADJ UNCH    1 2
 NQ0278
 NQ0278.Superseded values are not recommended for survey control.
 NQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0278.See file dsdata.txt to determine how the superseded data were derived.
 NQ0278
 NQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH972103(NAD 83)
 NQ0278_MARKER: DB = BENCH MARK DISK
 NQ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0278_STAMPING: Y 111 1956
 NQ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0278+STABILITY: SURFACE MOTION
 NQ0278
 NQ0278  HISTORY     - Date     Condition        Report By
 NQ0278  HISTORY     - 1956     MONUMENTED       CGS
 NQ0278
 NQ0278                          STATION DESCRIPTION
 NQ0278
 NQ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0278'3.1 MI NW FROM GLENDO.
 NQ0278'3.1 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0278'RAILROAD FROM THE STATION AT GLENDO, AT A ROAD CROSSING, 113
 NQ0278'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 87, 45 FEET
 NQ0278'NORTHEAST OF THE NORTHEAST RAIL, 84 FEET SOUTHEAST OF THE CENTER
 NQ0278'LINE OF A DIRT ROAD, 22.5 FEET SOUTHEAST OF A TELEPHONE POLE, IN
 NQ0278'LINE WITH A ROW OF TELEPHONE POLES, 2.4 FEET NORTHWEST OF A WITNESS
 NQ0278'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 NQ0278'ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 29, TOWNSHIP 30
 NQ0278'NORTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0161 ***********************************************************************
 OU0161  DESIGNATION -  Y 112
 OU0161  PID         -  OU0161
 OU0161  STATE/COUNTY-  WY/NIOBRARA
 OU0161  USGS QUAD   -  DIXON RANCH (1981)
 OU0161
 OU0161                         *CURRENT SURVEY CONTROL
 OU0161  ___________________________________________________________________
 OU0161* NAD 83(1986)-  43 18 59.     (N)    104 39 34.     (W)     SCALED    
 OU0161* NAVD 88     -      1304.063  (meters)    4278.41   (feet)  ADJUSTED  
 OU0161  ___________________________________________________________________
 OU0161  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 OU0161  DYNAMIC HT  -        1303.392 (meters)    4276.21  (feet)  COMP
 OU0161  MODELED GRAV-     980,059.9   (mgal)                       NAVD 88
 OU0161
 OU0161  VERT ORDER  -  SECOND    CLASS 0
 OU0161
 OU0161.The horizontal coordinates were scaled from a topographic map and have
 OU0161.an estimated accuracy of +/- 6 seconds.
 OU0161
 OU0161.The orthometric height was determined by differential leveling
 OU0161.and adjusted by the National Geodetic Survey in June 1991..
 OU0161
 OU0161.The geoid height was determined by GEOID03.
 OU0161
 OU0161.The dynamic height is computed by dividing the NAVD 88
 OU0161.geopotential number by the normal gravity value computed on the
 OU0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0161.degrees latitude (g = 980.6199 gals.).
 OU0161
 OU0161.The modeled gravity was interpolated from observed gravity values.
 OU0161
 OU0161;                    North         East    Units  Estimated Accuracy
 OU0161;SPC WY E     -   312,930.      241,140.      MT  (+/- 180 meters Scaled)
 OU0161
 OU0161                          SUPERSEDED SURVEY CONTROL
 OU0161
 OU0161  NGVD 29 (??/??/92) 1303.338  (m)         4276.03   (f) ADJ UNCH    2 0
 OU0161
 OU0161.Superseded values are not recommended for survey control.
 OU0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0161.See file dsdata.txt to determine how the superseded data were derived.
 OU0161
 OU0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH276960(NAD 83)
 OU0161_MARKER: DB = BENCH MARK DISK
 OU0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0161_STAMPING: Y 112 1956
 OU0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0161+STABILITY: SURFACE MOTION
 OU0161
 OU0161  HISTORY     - Date     Condition        Report By
 OU0161  HISTORY     - 1956     MONUMENTED       CGS
 OU0161  HISTORY     - 1957     GOOD             NGS
 OU0161  HISTORY     - 1976     GOOD             USGS
 OU0161
 OU0161                          STATION DESCRIPTION
 OU0161
 OU0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OU0161'25.2 MI SE FROM DULL CENTER.
 OU0161'1.85 MILES EAST ALONG A GRADED DIRT ROAD FROM THE ABANDONED
 OU0161'POST OFFICE AT THE HARVEY NACHTMAN RANCH AT DULL CENTER, THENCE
 OU0161'3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.75
 OU0161'MILES SOUTHEAST ALONG A BULLDOZED TRACK ROAD, THENCE 12.85
 OU0161'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES
 OU0161'SOUTHEAST ALONG A GRAVELED ROAD, ON TOP OF A RIDGE, BETWEEN
 OU0161'2 GULLEYS, 89 FEET EAST OF THE CENTER LINE OF A ROAD, 57 FEET
 OU0161'SOUTH OF AN EAST AND WEST FENCE, 2.2 FEET SOUTH OF A WITNESS
 OU0161'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 OU0161'ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP
 OU0161'39 NORTH, RANGE 66 WEST.
 OU0161
 OU0161                          STATION RECOVERY (1976)
 OU0161
 OU0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 OU0161'LANCE CREEK POST OFFICE, 2.4 MI EAST FROM, ALONG STATE HWY. 270,
 OU0161'THENCE 20.2 MI NORTH ALONG A PAVED AND GRADED RD. ABOUT 0.3 MI SW. OF
 OU0161'THE NE. COR. SEC. 33, T 39 N, R 65 W, 0.45 MI NORTH OF THE ENTRANCE
 OU0161'TO WARD RANCH, 72 FT SOUTH OF AN EAST WEST FENCE, 87 FT EAST OF THE
 OU0161'CENTERLINE OF THE RD. SET IN THE TOP OF A CONCRETE POST PROJECTING
 OU0161'0.7 FT. STANDARD DISK STAMPED Y
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0137 ***********************************************************************
 NQ0137  DESIGNATION -  Y 113
 NQ0137  PID         -  NQ0137
 NQ0137  STATE/COUNTY-  WY/PLATTE
 NQ0137  USGS QUAD   -  DWYER (1990)
 NQ0137
 NQ0137                         *CURRENT SURVEY CONTROL
 NQ0137  ___________________________________________________________________
 NQ0137* NAD 83(1986)-  42 14 32.     (N)    104 57 31.     (W)     SCALED    
 NQ0137* NAVD 88     -      1473.392  (meters)    4833.95   (feet)  ADJUSTED  
 NQ0137  ___________________________________________________________________
 NQ0137  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 NQ0137  DYNAMIC HT  -        1472.462 (meters)    4830.90  (feet)  COMP
 NQ0137  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 NQ0137
 NQ0137  VERT ORDER  -  FIRST     CLASS II
 NQ0137
 NQ0137.The horizontal coordinates were scaled from a topographic map and have
 NQ0137.an estimated accuracy of +/- 6 seconds.
 NQ0137
 NQ0137.The orthometric height was determined by differential leveling
 NQ0137.and adjusted by the National Geodetic Survey in June 1991..
 NQ0137
 NQ0137.The geoid height was determined by GEOID03.
 NQ0137
 NQ0137.The dynamic height is computed by dividing the NAVD 88
 NQ0137.geopotential number by the normal gravity value computed on the
 NQ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0137.degrees latitude (g = 980.6199 gals.).
 NQ0137
 NQ0137.The modeled gravity was interpolated from observed gravity values.
 NQ0137
 NQ0137;                    North         East    Units  Estimated Accuracy
 NQ0137;SPC WY E     -   193,500.      217,170.      MT  (+/- 180 meters Scaled)
 NQ0137
 NQ0137                          SUPERSEDED SURVEY CONTROL
 NQ0137
 NQ0137  NGVD 29 (??/??/92) 1472.596  (m)         4831.34   (f) ADJ UNCH    1 2
 NQ0137
 NQ0137.Superseded values are not recommended for survey control.
 NQ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0137.See file dsdata.txt to determine how the superseded data were derived.
 NQ0137
 NQ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG034766(NAD 83)
 NQ0137_MARKER: DB = BENCH MARK DISK
 NQ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0137_STAMPING: Y 113 1956
 NQ0137_MAGNETIC: N = NO MAGNETIC MATERIAL
 NQ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0137+STABILITY: SURFACE MOTION
 NQ0137
 NQ0137  HISTORY     - Date     Condition        Report By
 NQ0137  HISTORY     - 1956     MONUMENTED       CGS
 NQ0137  HISTORY     - 20000607 MARK NOT FOUND   USGS
 NQ0137
 NQ0137                          STATION DESCRIPTION
 NQ0137
 NQ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 NQ0137'16.9 MI NW FROM WHEATLAND.
 NQ0137'16.9 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0137'FROM THE STATION AT WHEATLAND, 0.4 MILE NORTHWEST OF THE STATION
 NQ0137'AT DWYER, 3 POLES SOUTHEAST OF MILEPOST 231, 35 FEET SOUTHWEST
 NQ0137'OF THE SOUTHWEST RAIL, 11 FEET NORTHWEST OF A 16 INCH COTTONWOOD
 NQ0137'TREE, 11 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TOOL
 NQ0137'SHED, 2.7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 NQ0137'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 NQ0137'SECTION 12, TOWNSHIP 26 NORTH, RANGE 68 WEST.
 NQ0137
 NQ0137                          STATION RECOVERY (2000)
 NQ0137
 NQ0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2000 (LPB)
 NQ0137'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0072 ***********************************************************************
 MQ0072  DESIGNATION -  Y 114
 MQ0072  PID         -  MQ0072
 MQ0072  STATE/COUNTY-  WY/SWEETWATER
 MQ0072  USGS QUAD   -  BITTER CREEK (1968)
 MQ0072
 MQ0072                         *CURRENT SURVEY CONTROL
 MQ0072  ___________________________________________________________________
 MQ0072* NAD 83(1986)-  41 34 59.     (N)    108 30 26.     (W)     SCALED    
 MQ0072* NAVD 88     -      2045.245  (meters)    6710.11   (feet)  ADJUSTED  
 MQ0072  ___________________________________________________________________
 MQ0072  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 MQ0072  DYNAMIC HT  -        2043.453 (meters)    6704.23  (feet)  COMP
 MQ0072  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 MQ0072
 MQ0072  VERT ORDER  -  FIRST     CLASS II
 MQ0072
 MQ0072.The horizontal coordinates were scaled from a topographic map and have
 MQ0072.an estimated accuracy of +/- 6 seconds.
 MQ0072
 MQ0072.The orthometric height was determined by differential leveling
 MQ0072.and adjusted by the National Geodetic Survey in June 1991..
 MQ0072
 MQ0072.The geoid height was determined by GEOID03.
 MQ0072
 MQ0072.The dynamic height is computed by dividing the NAVD 88
 MQ0072.geopotential number by the normal gravity value computed on the
 MQ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0072.degrees latitude (g = 980.6199 gals.).
 MQ0072
 MQ0072.The modeled gravity was interpolated from observed gravity values.
 MQ0072
 MQ0072;                    North         East    Units  Estimated Accuracy
 MQ0072;SPC WYWC     -   120,300.      620,240.      MT  (+/- 180 meters Scaled)
 MQ0072
 MQ0072                          SUPERSEDED SURVEY CONTROL
 MQ0072
 MQ0072  NGVD 29 (??/??/92) 2043.871  (m)         6705.60   (f) ADJ UNCH    1 2
 MQ0072
 MQ0072.Superseded values are not recommended for survey control.
 MQ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0072.See file dsdata.txt to determine how the superseded data were derived.
 MQ0072
 MQ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYM077064(NAD 83)
 MQ0072_MARKER: DB = BENCH MARK DISK
 MQ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0072_STAMPING: Y 114 1956
 MQ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0072+STABILITY: SURFACE MOTION
 MQ0072
 MQ0072  HISTORY     - Date     Condition        Report By
 MQ0072  HISTORY     - 1956     MONUMENTED       CGS
 MQ0072  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0072
 MQ0072                          STATION DESCRIPTION
 MQ0072
 MQ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MQ0072'3.4 MI NE FROM BITTER CREEK.
 MQ0072'3.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MQ0072'AT BITTER CREEK, 12 POLES SOUTHWEST OF MILEPOST 753, 50 FEET NORTHWEST
 MQ0072'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 43 FEET SOUTHEAST OF THE
 MQ0072'CENTER LINE OF A ROAD, 3 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST
 MQ0072'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MQ0072'0.4 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 31,
 MQ0072'TOWNSHIP 19 NORTH, RANGE 98 WEST.
 MQ0072
 MQ0072                          STATION RECOVERY (1983)
 MQ0072
 MQ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0258 ***********************************************************************
 MP0258  DESIGNATION -  Y 115
 MP0258  PID         -  MP0258
 MP0258  STATE/COUNTY-  WY/CARBON
 MP0258  USGS QUAD   -  RAWLINS PEAK (1983)
 MP0258
 MP0258                         *CURRENT SURVEY CONTROL
 MP0258  ___________________________________________________________________
 MP0258* NAD 83(1986)-  41 46 01.     (N)    107 19 33.     (W)     SCALED    
 MP0258* NAVD 88     -      2107.946  (meters)    6915.82   (feet)  ADJUSTED  
 MP0258  ___________________________________________________________________
 MP0258  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 MP0258  DYNAMIC HT  -        2106.124 (meters)    6909.84  (feet)  COMP
 MP0258  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 MP0258
 MP0258  VERT ORDER  -  FIRST     CLASS II
 MP0258
 MP0258.The horizontal coordinates were scaled from a topographic map and have
 MP0258.an estimated accuracy of +/- 6 seconds.
 MP0258
 MP0258.The orthometric height was determined by differential leveling
 MP0258.and adjusted by the National Geodetic Survey in June 1991..
 MP0258
 MP0258.The geoid height was determined by GEOID03.
 MP0258
 MP0258.The dynamic height is computed by dividing the NAVD 88
 MP0258.geopotential number by the normal gravity value computed on the
 MP0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0258.degrees latitude (g = 980.6199 gals.).
 MP0258
 MP0258.The modeled gravity was interpolated from observed gravity values.
 MP0258
 MP0258;                    North         East    Units  Estimated Accuracy
 MP0258;SPC WYEC     -   240,690.      400,620.      MT  (+/- 180 meters Scaled)
 MP0258
 MP0258                          SUPERSEDED SURVEY CONTROL
 MP0258
 MP0258  NGVD 29 (06/08/92) 2106.754  (m)         6911.91   (f) ADJUSTED    1 2
 MP0258
 MP0258.Superseded values are not recommended for survey control.
 MP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0258.See file dsdata.txt to determine how the superseded data were derived.
 MP0258
 MP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG066265(NAD 83)
 MP0258_MARKER: DB = BENCH MARK DISK
 MP0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0258_STAMPING: Y 115 1956
 MP0258_MARK LOGO: CGS   
 MP0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0258+STABILITY: SURFACE MOTION
 MP0258
 MP0258  HISTORY     - Date     Condition        Report By
 MP0258  HISTORY     - 1956     MONUMENTED       CGS
 MP0258  HISTORY     - 1983     GOOD             NGS
 MP0258
 MP0258                          STATION DESCRIPTION
 MP0258
 MP0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0258'4.9 MI W FROM RAWLINS.
 MP0258'4.9 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0258'RAWLINS, 8 POLES EAST OF MILEPOST 688, 88.6 FEET NORTH OF THE NORTH
 MP0258'RAIL OF THE NORTH TRACK, 11 FEET EAST OF A TELEPHONE POLE, 3 FEET WEST
 MP0258'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MP0258'0.5 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 27,
 MP0258'TOWNSHIP 21 NORTH, RANGE 88 WEST.
 MP0258
 MP0258                          STATION RECOVERY (1983)
 MP0258
 MP0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0369 ***********************************************************************
 MP0369  DESIGNATION -  Y 116
 MP0369  PID         -  MP0369
 MP0369  STATE/COUNTY-  WY/SWEETWATER
 MP0369  USGS QUAD   -  CRESTON JUNCTION (1981)
 MP0369
 MP0369                         *CURRENT SURVEY CONTROL
 MP0369  ___________________________________________________________________
 MP0369* NAD 83(1986)-  41 42 48.     (N)    107 43 21.     (W)     SCALED    
 MP0369* NAVD 88     -      2141.199  (meters)    7024.92   (feet)  ADJUSTED  
 MP0369  ___________________________________________________________________
 MP0369  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 MP0369  DYNAMIC HT  -        2139.277 (meters)    7018.61  (feet)  COMP
 MP0369  MODELED GRAV-     979,649.1   (mgal)                       NAVD 88
 MP0369
 MP0369  VERT ORDER  -  FIRST     CLASS II
 MP0369
 MP0369.The horizontal coordinates were scaled from a topographic map and have
 MP0369.an estimated accuracy of +/- 6 seconds.
 MP0369
 MP0369.The orthometric height was determined by differential leveling
 MP0369.and adjusted by the National Geodetic Survey in June 1991..
 MP0369
 MP0369.The geoid height was determined by GEOID03.
 MP0369
 MP0369.The dynamic height is computed by dividing the NAVD 88
 MP0369.geopotential number by the normal gravity value computed on the
 MP0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0369.degrees latitude (g = 980.6199 gals.).
 MP0369
 MP0369.The modeled gravity was interpolated from observed gravity values.
 MP0369
 MP0369;                    North         East    Units  Estimated Accuracy
 MP0369;SPC WYWC     -   135,250.      685,510.      MT  (+/- 180 meters Scaled)
 MP0369
 MP0369                          SUPERSEDED SURVEY CONTROL
 MP0369
 MP0369  NGVD 29 (06/08/92) 2139.934  (m)         7020.77   (f) ADJUSTED    1 2
 MP0369
 MP0369.Superseded values are not recommended for survey control.
 MP0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0369.See file dsdata.txt to determine how the superseded data were derived.
 MP0369
 MP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG735215(NAD 83)
 MP0369_MARKER: DB = BENCH MARK DISK
 MP0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0369_STAMPING: Y 116 1956
 MP0369_MARK LOGO: CGS   
 MP0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0369+STABILITY: SURFACE MOTION
 MP0369
 MP0369  HISTORY     - Date     Condition        Report By
 MP0369  HISTORY     - 1956     MONUMENTED       CGS
 MP0369  HISTORY     - 1983     GOOD             NGS
 MP0369
 MP0369                          STATION DESCRIPTION
 MP0369
 MP0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0369'1.9 MI E FROM CRESTON.
 MP0369'1.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION SIGN
 MP0369'AT CRESTON, 93.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST
 MP0369'TRACK, 37 FEET SOUTHEAST OF A FENCE, 13.7 FEET EAST OF MILEPOST 710, 3
 MP0369'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 MP0369'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION
 MP0369'13, TOWNSHIP 20 NORTH, RANGE 92 WEST.
 MP0369
 MP0369                          STATION RECOVERY (1983)
 MP0369
 MP0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0387 ***********************************************************************
 MP0387  DESIGNATION -  Y 117
 MP0387  PID         -  MP0387
 MP0387  STATE/COUNTY-  WY/SWEETWATER
 MP0387  USGS QUAD   -  WAMSUTTER (1981)
 MP0387
 MP0387                         *CURRENT SURVEY CONTROL
 MP0387  ___________________________________________________________________
 MP0387* NAD 83(1986)-  41 39 46.     (N)    107 59 01.     (W)     SCALED    
 MP0387* NAVD 88     -      2047.166  (meters)    6716.41   (feet)  ADJUSTED  
 MP0387  ___________________________________________________________________
 MP0387  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 MP0387  DYNAMIC HT  -        2045.363 (meters)    6710.50  (feet)  COMP
 MP0387  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 MP0387
 MP0387  VERT ORDER  -  FIRST     CLASS II
 MP0387
 MP0387.The horizontal coordinates were scaled from a topographic map and have
 MP0387.an estimated accuracy of +/- 6 seconds.
 MP0387
 MP0387.The orthometric height was determined by differential leveling
 MP0387.and adjusted by the National Geodetic Survey in June 1991..
 MP0387
 MP0387.The geoid height was determined by GEOID03.
 MP0387
 MP0387.The dynamic height is computed by dividing the NAVD 88
 MP0387.geopotential number by the normal gravity value computed on the
 MP0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0387.degrees latitude (g = 980.6199 gals.).
 MP0387
 MP0387.The modeled gravity was interpolated from observed gravity values.
 MP0387
 MP0387;                    North         East    Units  Estimated Accuracy
 MP0387;SPC WYWC     -   129,410.      663,830.      MT  (+/- 180 meters Scaled)
 MP0387
 MP0387                          SUPERSEDED SURVEY CONTROL
 MP0387
 MP0387  NGVD 29 (06/08/92) 2045.937  (m)         6712.38   (f) ADJUSTED    1 2
 MP0387
 MP0387.Superseded values are not recommended for survey control.
 MP0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0387.See file dsdata.txt to determine how the superseded data were derived.
 MP0387
 MP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG515166(NAD 83)
 MP0387_MARKER: DB = BENCH MARK DISK
 MP0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0387_STAMPING: Y 117 1956
 MP0387_MARK LOGO: CGS   
 MP0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0387+STABILITY: SURFACE MOTION
 MP0387
 MP0387  HISTORY     - Date     Condition        Report By
 MP0387  HISTORY     - 1956     MONUMENTED       CGS
 MP0387  HISTORY     - 1983     GOOD             NGS
 MP0387
 MP0387                          STATION DESCRIPTION
 MP0387
 MP0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0387'0.8 MI W FROM WAMSUTTER.
 MP0387'0.8 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0387'WAMSUTTER, ACROSS THE TRACK FROM THE 1ST POLE EAST OF MILEPOST 725,
 MP0387'84.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST MAIN LINE
 MP0387'TRACK, 6.5 FEET SOUTHWEST OF A TELEPHONE POLE, 2.3 FEET NORTHEAST OF A
 MP0387'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 MP0387'FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 34, TOWNSHIP 20
 MP0387'NORTH, RANGE 94 WEST.
 MP0387
 MP0387                          STATION RECOVERY (1983)
 MP0387
 MP0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0104 ***********************************************************************
 OU0104  FBN         -  This is a Federal Base Network Control Station.
 OU0104  DESIGNATION -  Y 119
 OU0104  PID         -  OU0104
 OU0104  STATE/COUNTY-  WY/NIOBRARA
 OU0104  USGS QUAD   -  MULE CREEK SE (1978)
 OU0104
 OU0104                         *CURRENT SURVEY CONTROL
 OU0104  ___________________________________________________________________
 OU0104* NAD 83(1993)-  43 18 23.17386(N)    104 04 26.13096(W)     ADJUSTED  
 OU0104* NAVD 88     -      1202.689  (meters)    3945.82   (feet)  ADJUSTED  
 OU0104  ___________________________________________________________________
 OU0104  X           -  -1,130,643.797 (meters)                     COMP
 OU0104  Y           -  -4,509,967.288 (meters)                     COMP
 OU0104  Z           -   4,353,152.374 (meters)                     COMP
 OU0104  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 OU0104  ELLIP HEIGHT-        1187.81  (meters)          (02/28/01) GPS OBS
 OU0104  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 OU0104  DYNAMIC HT  -        1202.150 (meters)    3944.05  (feet)  COMP
 OU0104  MODELED GRAV-     980,129.5   (mgal)                       NAVD 88
 OU0104
 OU0104  HORZ ORDER  -  B
 OU0104  VERT ORDER  -  SECOND    CLASS 0
 OU0104  ELLP ORDER  -  SECOND    CLASS I
 OU0104
 OU0104.The horizontal coordinates were established by GPS observations
 OU0104.and adjusted by the National Geodetic Survey in October 1994..
 OU0104
 OU0104.The orthometric height was determined by differential leveling
 OU0104.and adjusted by the National Geodetic Survey in June 1991..
 OU0104
 OU0104.Photographs are available for this station.
 OU0104
 OU0104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OU0104
 OU0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 OU0104
 OU0104.The ellipsoidal height was determined by GPS observations
 OU0104.and is referenced to NAD 83.
 OU0104
 OU0104.The geoid height was determined by GEOID03.
 OU0104
 OU0104.The dynamic height is computed by dividing the NAVD 88
 OU0104.geopotential number by the normal gravity value computed on the
 OU0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0104.degrees latitude (g = 980.6199 gals.).
 OU0104
 OU0104.The modeled gravity was interpolated from observed gravity values.
 OU0104
 OU0104;                    North         East     Units Scale Factor Converg.
 OU0104;SPC WY E     -   312,275.408   288,653.900   MT  1.00003415   +0 44 58.4
 OU0104;UTM  13      - 4,795,261.384   575,106.829   MT  0.99966939   +0 38 06.8
 OU0104
 OU0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OU0104!SPC WY E     -   0.99981376  x   1.00003415  =   0.99984791
 OU0104!UTM  13      -   0.99981376  x   0.99966939  =   0.99948322
 OU0104
 OU0104                          SUPERSEDED SURVEY CONTROL
 OU0104
 OU0104  ELLIP H (10/19/94) 1187.88   (m)                       GP(       ) 4 1
 OU0104  NAVD 88 (10/19/94) 1202.69   (m)         3945.8    (f) LEVELING    3  
 OU0104  NGVD 29 (??/??/92) 1202.104  (m)         3943.90   (f) ADJ UNCH    2 0
 OU0104
 OU0104.Superseded values are not recommended for survey control.
 OU0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0104.See file dsdata.txt to determine how the superseded data were derived.
 OU0104
 OU0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEH7510795261(NAD 83)
 OU0104_MARKER: DB = BENCH MARK DISK
 OU0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OU0104_STAMPING: Y 119 1957
 OU0104_MARK LOGO: CGS   
 OU0104_PROJECTION: FLUSH
 OU0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 OU0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0104+STABILITY: SURFACE MOTION
 OU0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OU0104+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 OU0104
 OU0104  HISTORY     - Date     Condition        Report By
 OU0104  HISTORY     - 1957     MONUMENTED       CGS
 OU0104  HISTORY     - 19931015 GOOD             NGS
 OU0104  HISTORY     - 19950901 GOOD             NGS
 OU0104  HISTORY     - 19960822 GOOD             NGS
 OU0104  HISTORY     - 19990804 GOOD             NGS
 OU0104  HISTORY     - 20000510 GOOD             NGS
 OU0104  HISTORY     - 20020514 GOOD             SDDT
 OU0104
 OU0104                          STATION DESCRIPTION
 OU0104
 OU0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0104'13.6 MI W FROM EDGEMONT.
 OU0104'ABOUT 13.6 MILES WEST ALONG U.S. HIGHWAY 18 FROM THE JUNCTION
 OU0104'OF STATE HIGHWAY 52 AT EDGEMONT, 1.05 MILES WEST OF THE SOUTH
 OU0104'DAKOTA - WYOMING STATE LINE, 0.1 MILE WEST OF THE JUNCTION OF
 OU0104'THE PRESENT ROUTE OF HIGHWAY 18 AND THE ABANDONED ROUTE, 123 FEET
 OU0104'SOUTH OF THE CENTER LINE OF THE NEW HIGHWAY, 114 FEET SOUTHEAST
 OU0104'OF THE SOUTH END OF A 36-INCH PIPE CULVERT UNDER THE HIGHWAY, 56
 OU0104'FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY GRADE, 63 FEET
 OU0104'EAST OF A T FENCE CORNER, 2 FEET NORTH OF A FENCE LINE, 2 FEET WEST
 OU0104'OF A CONCRETE WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE
 OU0104'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 OU0104
 OU0104                          STATION RECOVERY (1993)
 OU0104
 OU0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 OU0104'STATION IS LOCATED ABOUT 64 KM (39.75 MI) SOUTH OF NEWCASTLE, 64 KM
 OU0104'(39.75 MI) NORTH-NORTHEAST OF LUSK, 15 KM (9.30 MI) SOUTHEAST OF MULE
 OU0104'CREEK JUNCTION, 1.6 KM (1.00 MI) WEST OF THE WYOMING-SOUTH DAKOTA
 OU0104'STATE LINE, ALONG US HIGHWAY 18, ON THE RIGHT-OF-WAY, AT MILE 9.4, IN
 OU0104'THE NORTHEAST 1/4 OF SECTION 4, T 38 N, R 60 W.  OWNERSHIP--WYOMING
 OU0104'DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE JUNCTION OF US
 OU0104'HIGHWAYS 18 AND 85 AT MULE CREEK JUNCTION, GO SOUTHEAST ON HIGHWAY 18
 OU0104'FOR 15.01 KM (9.30 MI) TO THE STATION ON THE RIGHT, JUST BEFORE OLD
 OU0104'ROAD BED ON RIGHT JOINS THE SOUTH RIGHT-OF-WAY FENCE.  THIS POINT IS
 OU0104'1.63 KM (1.00 MI) BEFORE REACHING THE STATE LINE. STATION MARK IS SET
 OU0104'IN THE TOP OF A 30-CM ROUND CONCRETE POST PROJECTING 2 CM ABOVE
 OU0104'GROUND.  IT IS 37.3 M (122.4 FT) SOUTHWEST OF, AND 0.5 M (1.6 FT)
 OU0104'LOWER THAN THE HIGHWAY CENTER, 0.9 M (3.0 FT) NORTHEAST OF A
 OU0104'FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY FENCE, 78 M (255.9 FT)
 OU0104'NORTHWEST OF THE JUNCTION OF THE FENCE AND THE OLD ROAD BED, 0.7 M
 OU0104'(2.3 FT) NORTHWEST OF A SHORT WOOD WITNESS POST, 19.1 M (62.7 FT)
 OU0104'SOUTHEAST OF A T-FENCE CORNER, AND 31.7 M (104.0 FT) SOUTH OF THE TOP
 OU0104'CENTER OF A METAL DRAIN PIPE UNDER THE HIGHWAY. DESCRIBED BY G.R.HEID
 OU0104
 OU0104                          STATION RECOVERY (1995)
 OU0104
 OU0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 OU0104'STATION IS LOCATED ABOUT 64 KM (39.75 MI) SOUTH OF NEWCASTLE, 64 KM
 OU0104'(39.75 MI) NORTH-NORTHEAST OF LUSK, 15 KM (9.30 MI) SOUTHEAST OF MULE
 OU0104'CREEK JUNCTION, 1.6 KM (1.00 MI) WEST OF THE WYOMING-SOUTH DAKOTA
 OU0104'STATE LINE, ALONG U.S. HIGHWAY 18, ON THE RIGHT-OF-WAY, AT MILE 9.4,
 OU0104'IN THE NORTHEAST 1/4 OF SECTION 4, T 38 N, R 60 W. OWNERSHIP--WYOMING
 OU0104'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE JUNCTION OF U.S.
 OU0104'HIGHWAYS 18 AND 85 AT MULE CREEK JUNCTION, GO SOUTHEAST ON HIGHWAY 18
 OU0104'FOR 15.01 KM (9.30 MI) TO THE STATION ON THE RIGHT, JUST BEFORE OLD
 OU0104'ROAD BED ON RIGHT JOINS THE SOUTH RIGHT-OF-WAY FENCE.  THIS POINT IS
 OU0104'1.63 KM (1.00 MI) BEFORE REACHING THE STATE LINE.  STATION MARK IS SET
 OU0104'IN THE TOP OF A 30-CM ROUND CONCRETE POST PROJECTING 2 CM ABOVE
 OU0104'GROUND.  IT IS 37.3 M (122.4 FT) SOUTHWEST OF, AND 0.5 M (1.6 FT)
 OU0104'LOWER THAN THE HIGHWAY CENTER, 0.9 M (3.0 FT) NORTHEAST OF A
 OU0104'FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY FENCE, 78 M (255.9 FT)
 OU0104'NORTHWEST OF THE JUNCTION OF THE FENCE AND THE OLD ROAD BED, 0.7 M
 OU0104'(2.3 FT) NORTHWEST OF A SHORT WOOD WITNESS POST, 19.1 M (62.7 FT)
 OU0104'SOUTHEAST OF A T-FENCE CORNER AND 31.7 M (104.0 FT) SOUTH OF THE TOP
 OU0104'CENTER OF A METAL DRAIN PIPE UNDER THE HIGHWAY.
 OU0104
 OU0104                          STATION RECOVERY (1996)
 OU0104
 OU0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (DFC)
 OU0104'THE STATION IS LOCATED 40.0 MI (64.4 KM) SOUTH OF NEWCASTLE, 13.3 MI
 OU0104'(21.4 KM) WEST OF EDGEMONT, SOUTH DAKOTA, AND 1.0 MI (1.6 KM) WEST OF
 OU0104'THE SOUTH DAKOTA/WYOMING STATE LINE, ON U.S. HIGHWAY 18.
 OU0104'OWNERSHIP--THE STATE OF WYOMING.  TO REACH THE STATION FROM THE
 OU0104'JUNCTION OF U.S. HIGHWAYS 18 AND 85 AT MULE CREEK JUNCTION, GO WEST ON
 OU0104'U.S. HIGHWAY 18 FOR 9.4 MI (15.1 KM) TO THE STATION ON THE RIGHT.  THE
 OU0104'STATION IS LOCATED 37.3 M (122.4 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 OU0104'31.3 M (102.7 FT) SOUTHEAST OF THE CENTER OF THE SOUTH END OF A
 OU0104'CULVERT UNDER THE HIGHWAY, 19.1 M (62.7 FT) EAST OF A T-FENCE CORNER,
 OU0104'0.8 M (2.6 FT) NORTH OF A WITNESS POST AND FENCE, 0.6 M (2.0 FT)
 OU0104'EAST-NORTHEAST OF A WITNESS POST, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 OU0104'THE HIGHWAY, NEAR THE CENTER OF 3 METAL GUARD POSTS, AND THE DISK IS
 OU0104'SET ON TOP OF A 0.3 M (1.0 FT) ROUND CONCRETE POST THAT PROJECTS 0.05
 OU0104'M (0.16 FT) ABOVE THE GROUND SURFACE.
 OU0104
 OU0104                          STATION RECOVERY (1999)
 OU0104
 OU0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 OU0104'RECOVERED BY NATIONAL GEODETIC SURVEY 1999.  NOTE---THE 1996 RECOVERY
 OU0104'DESCRIPTION STATES TO REACH FROM THE JUNCTION OF US HIGHWAYS 18 AND 85
 OU0104'AT MULE CREEK JUNCTION GO WEST ON HIGHWAY 18.  THIS IS INCORRECT, IT
 OU0104'SHOULD STATE GO EAST ON HIGHWAY 18 FOR 15.04 KM (9.35 MI) TO THE
 OU0104'STATION ON THE RIGHT.  THE REST OF THE DESCRIPTION IS ADEQUATE.  ADD
 OU0104'0.56 KM (0.35 MI) EAST OF HIGHWAY 18 MILEPOST 9.
 OU0104
 OU0104                          STATION RECOVERY (2000)
 OU0104
 OU0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JAO)
 OU0104'RECOVERED AS DESCRIBED.
 OU0104
 OU0104                          STATION RECOVERY (2002)
 OU0104
 OU0104'RECOVERY NOTE BY SD DEPT OF TRANSP 2002 (RAH)
 OU0104'RECOVERED AS DESCRIBED
 OU0104'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0216 ***********************************************************************
 PX0216  DESIGNATION -  Y 12
 PX0216  PID         -  PX0216
 PX0216  STATE/COUNTY-  WY/PARK
 PX0216  USGS QUAD   -  CLAYTON MOUNTAIN (1991)
 PX0216
 PX0216                         *CURRENT SURVEY CONTROL
 PX0216  ___________________________________________________________________
 PX0216* NAD 83(1986)-  44 27 47.     (N)    109 42 45.     (W)     SCALED    
 PX0216* NAVD 88     -      1863.881  (meters)    6115.08   (feet)  POSTED    
 PX0216  ___________________________________________________________________
 PX0216  GEOID HEIGHT-          -7.90  (meters)                     GEOID03
 PX0216  DYNAMIC HT  -        1862.860 (meters)    6111.73  (feet)  COMP
 PX0216  MODELED GRAV-     980,006.2   (mgal)                       NAVD 88
 PX0216
 PX0216  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 PX0216
 PX0216.The horizontal coordinates were scaled from a topographic map and have
 PX0216.an estimated accuracy of +/- 6 seconds.
 PX0216
 PX0216.The orthometric height was determined by differential leveling
 PX0216.and adjusted by the National Geodetic Survey in 1992..
 PX0216.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 PX0216.rate of 1.1 thru 2.0 mm/km.
 PX0216
 PX0216.The geoid height was determined by GEOID03.
 PX0216
 PX0216.The dynamic height is computed by dividing the NAVD 88
 PX0216.geopotential number by the normal gravity value computed on the
 PX0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0216.degrees latitude (g = 980.6199 gals.).
 PX0216
 PX0216.The modeled gravity was interpolated from observed gravity values.
 PX0216
 PX0216;                    North         East    Units  Estimated Accuracy
 PX0216;SPC WYWC     -   440,650.      523,410.      MT  (+/- 180 meters Scaled)
 PX0216
 PX0216                          SUPERSEDED SURVEY CONTROL
 PX0216
 PX0216  NGVD 29 (??/??/92) 1862.725  (m)         6111.29   (f) ADJ UNCH    2 0
 PX0216
 PX0216.Superseded values are not recommended for survey control.
 PX0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0216.See file dsdata.txt to determine how the superseded data were derived.
 PX0216
 PX0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ024241(NAD 83)
 PX0216_MARKER: DB = BENCH MARK DISK
 PX0216_SETTING: 80 = SET IN A BOULDER
 PX0216_MARK LOGO: CGS   
 PX0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 PX0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0216+STABILITY: SURFACE MOTION
 PX0216
 PX0216  HISTORY     - Date     Condition        Report By
 PX0216  HISTORY     - UNK      MONUMENTED       CGS
 PX0216  HISTORY     - 1970     GOOD             USGS
 PX0216  HISTORY     - 20000712 MARK NOT FOUND   CGS
 PX0216
 PX0216                          STATION DESCRIPTION
 PX0216
 PX0216'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 PX0216'18.6 MI E FROM EAST ENTRANCE.
 PX0216'17.55 MI E ALONG U.S. HWY FROM THE EAST ENTRANCE, YELLOWSTONE NATIONAL
 PX0216'PARK, 0.5 MI E OF ENTRANCE TO UXU LODGE, 150 FT SW AND 16 FT LOWER
 PX0216'THAN HWY AT A PRIVATE DRIVE N.  A STD DISK, NOT STAMPED, AND SET IN
 PX0216'THE TOP OF A BOULDER PROJECTING 1.3 FT.
 PX0216
 PX0216                          STATION RECOVERY (2000)
 PX0216
 PX0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2000 (LPB)
 PX0216'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0271 ***********************************************************************
 PV0271  DESIGNATION -  Y 121
 PV0271  PID         -  PV0271
 PV0271  STATE/COUNTY-  WY/CAMPBELL
 PV0271  USGS QUAD   -  GILLETTE WEST (1971)
 PV0271
 PV0271                         *CURRENT SURVEY CONTROL
 PV0271  ___________________________________________________________________
 PV0271* NAD 83(1986)-  44 17 56.     (N)    105 34 47.     (W)     SCALED    
 PV0271* NAVD 88     -      1430.609  (meters)    4693.59   (feet)  ADJUSTED  
 PV0271  ___________________________________________________________________
 PV0271  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 PV0271  DYNAMIC HT  -        1430.008 (meters)    4691.62  (feet)  COMP
 PV0271  MODELED GRAV-     980,147.6   (mgal)                       NAVD 88
 PV0271  OBS GRAVITY -     980,146.6   (mgal)                       GRAV_OBS
 PV0271
 PV0271  VERT ORDER  -  FIRST     CLASS II
 PV0271
 PV0271.The horizontal coordinates were scaled from a topographic map and have
 PV0271.an estimated accuracy of +/- 6 seconds.
 PV0271
 PV0271.The orthometric height was determined by differential leveling
 PV0271.and adjusted by the National Geodetic Survey in June 1991..
 PV0271
 PV0271.The geoid height was determined by GEOID03.
 PV0271
 PV0271.The dynamic height is computed by dividing the NAVD 88
 PV0271.geopotential number by the normal gravity value computed on the
 PV0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0271.degrees latitude (g = 980.6199 gals.).
 PV0271
 PV0271.The modeled gravity was interpolated from observed gravity values.
 PV0271.The observed gravity was obtained from relative gravimeter ties
 PV0271.to the IGSN71 gravity network.
 PV0271
 PV0271;                    North         East    Units  Estimated Accuracy
 PV0271;SPC WY E     -   422,040.      167,040.      MT  (+/- 180 meters Scaled)
 PV0271
 PV0271                          SUPERSEDED SURVEY CONTROL
 PV0271
 PV0271  NGVD 29 (??/??/92) 1429.942  (m)         4691.40   (f) ADJ UNCH    1 2
 PV0271
 PV0271.Superseded values are not recommended for survey control.
 PV0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0271.See file dsdata.txt to determine how the superseded data were derived.
 PV0271
 PV0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK537052(NAD 83)
 PV0271_MARKER: DB = BENCH MARK DISK
 PV0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0271_STAMPING: Y 121 1957
 PV0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0271+STABILITY: SURFACE MOTION
 PV0271
 PV0271  HISTORY     - Date     Condition        Report By
 PV0271  HISTORY     - 1957     MONUMENTED       CGS
 PV0271
 PV0271                          STATION DESCRIPTION
 PV0271
 PV0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0271'3.8 MI W FROM GILLETTE.
 PV0271'ABOUT 3.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PV0271'RAILROAD FROM THE STATION AT GILLETTE, 0.2 MILE WEST OF A
 PV0271'ROAD CROSSING, 85.5 FEET SOUTH AND ACROSS THE TRACK FROM
 PV0271'MILEPOST 601, 70 1/2 FEET SOUTH OF THE SOUTH RAIL, 80 FEET
 PV0271'NORTH OF THE CENTER LINE OF A DIRT ROAD, 7 FEET NORTH OF THE
 PV0271'FENCE LINE, 2 FEET EAST OF A WITNESS POST, LEVEL WITH THE TRACK
 PV0271'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0306 ***********************************************************************
 PV0306  DESIGNATION -  Y 122
 PV0306  PID         -  PV0306
 PV0306  STATE/COUNTY-  WY/CAMPBELL
 PV0306  USGS QUAD   -  ECHETA (1972)
 PV0306
 PV0306                         *CURRENT SURVEY CONTROL
 PV0306  ___________________________________________________________________
 PV0306* NAD 83(1986)-  44 28 49.     (N)    105 53 58.     (W)     SCALED    
 PV0306* NAVD 88     -      1224.332  (meters)    4016.83   (feet)  ADJUSTED  
 PV0306  ___________________________________________________________________
 PV0306  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 PV0306  DYNAMIC HT  -        1223.852 (meters)    4015.25  (feet)  COMP
 PV0306  MODELED GRAV-     980,183.6   (mgal)                       NAVD 88
 PV0306  OBS GRAVITY -     980,189.2   (mgal)                       GRAV_OBS
 PV0306
 PV0306  VERT ORDER  -  FIRST     CLASS II
 PV0306
 PV0306.The horizontal coordinates were scaled from a topographic map and have
 PV0306.an estimated accuracy of +/- 6 seconds.
 PV0306
 PV0306.The orthometric height was determined by differential leveling
 PV0306.and adjusted by the National Geodetic Survey in June 1991..
 PV0306
 PV0306.The geoid height was determined by GEOID03.
 PV0306
 PV0306.The dynamic height is computed by dividing the NAVD 88
 PV0306.geopotential number by the normal gravity value computed on the
 PV0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0306.degrees latitude (g = 980.6199 gals.).
 PV0306
 PV0306.The modeled gravity was interpolated from observed gravity values.
 PV0306.The observed gravity was obtained from relative gravimeter ties
 PV0306.to the IGSN71 gravity network.
 PV0306
 PV0306;                    North         East    Units  Estimated Accuracy
 PV0306;SPC WY E     -   442,370.      141,710.      MT  (+/- 180 meters Scaled)
 PV0306
 PV0306                          SUPERSEDED SURVEY CONTROL
 PV0306
 PV0306  NGVD 29 (??/??/92) 1223.660  (m)         4014.62   (f) ADJ UNCH    1 2
 PV0306
 PV0306.Superseded values are not recommended for survey control.
 PV0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0306.See file dsdata.txt to determine how the superseded data were derived.
 PV0306
 PV0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK284256(NAD 83)
 PV0306_MARKER: DB = BENCH MARK DISK
 PV0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0306_STAMPING: Y 122 1957
 PV0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0306+STABILITY: SURFACE MOTION
 PV0306
 PV0306  HISTORY     - Date     Condition        Report By
 PV0306  HISTORY     - 1957     MONUMENTED       CGS
 PV0306
 PV0306                          STATION DESCRIPTION
 PV0306
 PV0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PV0306'17.8 MI SE FROM ARVADA.
 PV0306'ABOUT 17.85 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 PV0306'QUINCY RAILROAD FROM THE STATION AT ARVADA, 0.15 MILE NORTHWEST
 PV0306'OF MILEPOST 623, 34 FEET NORTH OF THE 7TH POLE NORTHWEST OF
 PV0306'MILEPOST 623, 95 FEET NORTH OF THE NORTH RAIL, 0.1 MILE
 PV0306'SOUTH-SOUTHEAST OF FRED FLOYDS RANCH HOUSE, 118 FEET NORTHWEST
 PV0306'OF THE CENTER OF A PRIVATE ROAD CROSSNG, 72 FEET WEST OF THE
 PV0306'CENTER LINE OF THE PRIVATE ROAD, 73 FEET SOUTH OF THE CENTER
 PV0306'LINE OF A DIRT ROAD, 2 1/2 FEET SOUTH OF THE FENCE LINE,
 PV0306'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET
 PV0306'BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING
 PV0306'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0197 ***********************************************************************
 PW0197  DESIGNATION -  Y 123
 PW0197  PID         -  PW0197
 PW0197  STATE/COUNTY-  WY/SHERIDAN
 PW0197  USGS QUAD   -  RANCHESTER (1978)
 PW0197
 PW0197                         *CURRENT SURVEY CONTROL
 PW0197  ___________________________________________________________________
 PW0197* NAD 83(1986)-  44 55 45.     (N)    107 12 46.     (W)     SCALED    
 PW0197* NAVD 88     -      1191.199  (meters)    3908.13   (feet)  ADJUSTED  
 PW0197  ___________________________________________________________________
 PW0197  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 PW0197  DYNAMIC HT  -        1190.775 (meters)    3906.73  (feet)  COMP
 PW0197  MODELED GRAV-     980,220.0   (mgal)                       NAVD 88
 PW0197
 PW0197  VERT ORDER  -  FIRST     CLASS II
 PW0197
 PW0197.The horizontal coordinates were scaled from a topographic map and have
 PW0197.an estimated accuracy of +/- 6 seconds.
 PW0197
 PW0197.The orthometric height was determined by differential leveling
 PW0197.and adjusted by the National Geodetic Survey in June 1991..
 PW0197
 PW0197.The geoid height was determined by GEOID03.
 PW0197
 PW0197.The dynamic height is computed by dividing the NAVD 88
 PW0197.geopotential number by the normal gravity value computed on the
 PW0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0197.degrees latitude (g = 980.6199 gals.).
 PW0197
 PW0197.The modeled gravity was interpolated from observed gravity values.
 PW0197
 PW0197;                    North         East    Units  Estimated Accuracy
 PW0197;SPC WYEC     -   592,000.      409,520.      MT  (+/- 180 meters Scaled)
 PW0197
 PW0197                          SUPERSEDED SURVEY CONTROL
 PW0197
 PW0197  NGVD 29 (??/??/92) 1190.436  (m)         3905.62   (f) ADJ UNCH    1 2
 PW0197
 PW0197.Superseded values are not recommended for survey control.
 PW0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0197.See file dsdata.txt to determine how the superseded data were derived.
 PW0197
 PW0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK253774(NAD 83)
 PW0197_MARKER: DB = BENCH MARK DISK
 PW0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0197_SP_SET: ABUTMENT
 PW0197_STAMPING: Y 123 1957
 PW0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0197
 PW0197  HISTORY     - Date     Condition        Report By
 PW0197  HISTORY     - 1957     MONUMENTED       CGS
 PW0197  HISTORY     - 1983     GOOD             NGS
 PW0197
 PW0197                          STATION DESCRIPTION
 PW0197
 PW0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0197'2.75 MI NW FROM RANCHESTER.
 PW0197'ABOUT 2.75 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0197'RAILROAD FROM THE STATION AT RANCHESTER, IN THE TOP OF THE SOUTHWEST
 PW0197'END OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 717.61, 5 1/2
 PW0197'FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL
 PW0197'OF THE TRACK.
 PW0197
 PW0197                          STATION RECOVERY (1983)
 PW0197
 PW0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PW0197'ADD: THE MARK IS NOW 0.9 M (3 FT) BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0034 ***********************************************************************
 OU0034  DESIGNATION -  Y 124
 OU0034  PID         -  OU0034
 OU0034  STATE/COUNTY-  WY/WESTON
 OU0034  USGS QUAD   -  OWENS (1951)
 OU0034
 OU0034                         *CURRENT SURVEY CONTROL
 OU0034  ___________________________________________________________________
 OU0034* NAD 83(1986)-  43 43 57.     (N)    104 08 20.     (W)     SCALED    
 OU0034* NAVD 88     -      1233.546  (meters)    4047.06   (feet)  ADJUSTED  
 OU0034  ___________________________________________________________________
 OU0034  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 OU0034  DYNAMIC HT  -        1233.007 (meters)    4045.29  (feet)  COMP
 OU0034  MODELED GRAV-     980,139.4   (mgal)                       NAVD 88
 OU0034
 OU0034  VERT ORDER  -  FIRST     CLASS II
 OU0034
 OU0034.The horizontal coordinates were scaled from a topographic map and have
 OU0034.an estimated accuracy of +/- 6 seconds.
 OU0034
 OU0034.The orthometric height was determined by differential leveling
 OU0034.and adjusted by the National Geodetic Survey in June 1991..
 OU0034
 OU0034.The geoid height was determined by GEOID03.
 OU0034
 OU0034.The dynamic height is computed by dividing the NAVD 88
 OU0034.geopotential number by the normal gravity value computed on the
 OU0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0034.degrees latitude (g = 980.6199 gals.).
 OU0034
 OU0034.The modeled gravity was interpolated from observed gravity values.
 OU0034
 OU0034;                    North         East    Units  Estimated Accuracy
 OU0034;SPC WY E     -   359,540.      282,800.      MT  (+/- 180 meters Scaled)
 OU0034
 OU0034                          SUPERSEDED SURVEY CONTROL
 OU0034
 OU0034  NGVD 29 (??/??/92) 1232.923  (m)         4045.01   (f) ADJ UNCH    1 2
 OU0034
 OU0034.Superseded values are not recommended for survey control.
 OU0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0034.See file dsdata.txt to determine how the superseded data were derived.
 OU0034
 OU0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ693425(NAD 83)
 OU0034_MARKER: DB = BENCH MARK DISK
 OU0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OU0034_SP_SET: BRIDGE ABUTMENT
 OU0034_STAMPING: Y 124 1957
 OU0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OU0034
 OU0034  HISTORY     - Date     Condition        Report By
 OU0034  HISTORY     - 1957     MONUMENTED       CGS
 OU0034
 OU0034                          STATION DESCRIPTION
 OU0034
 OU0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 OU0034'9.8 MI SE FROM NEWCASTLE.
 OU0034'ABOUT 9.85 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND
 OU0034'QUINCY RAILROAD FROM THE STATION AT NEWCASTLE, IN SECTION 1,
 OU0034'T. 43 N., R. 61 W., IN THE TOP OF THE WEST END OF THE SOUTH
 OU0034'ABUTMENT OF BRIDGE 510.83, 6 FEET WEST OF THE WEST RAIL AND
 OU0034'ABOUT LEVEL WITH THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0074 ***********************************************************************
 OU0074  DESIGNATION -  Y 125
 OU0074  PID         -  OU0074
 OU0074  STATE/COUNTY-  WY/WESTON
 OU0074  USGS QUAD   -  OSAGE (1972)
 OU0074
 OU0074                         *CURRENT SURVEY CONTROL
 OU0074  ___________________________________________________________________
 OU0074* NAD 83(1986)-  43 58 49.     (N)    104 25 12.     (W)     SCALED    
 OU0074* NAVD 88     -      1316.648  (meters)    4319.70   (feet)  ADJUSTED  
 OU0074  ___________________________________________________________________
 OU0074  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 OU0074  DYNAMIC HT  -        1316.084 (meters)    4317.85  (feet)  COMP
 OU0074  MODELED GRAV-     980,144.0   (mgal)                       NAVD 88
 OU0074
 OU0074  VERT ORDER  -  FIRST     CLASS II
 OU0074
 OU0074.The horizontal coordinates were scaled from a topographic map and have
 OU0074.an estimated accuracy of +/- 6 seconds.
 OU0074
 OU0074.The orthometric height was determined by differential leveling
 OU0074.and adjusted by the National Geodetic Survey in June 1991..
 OU0074
 OU0074.The geoid height was determined by GEOID03.
 OU0074
 OU0074.The dynamic height is computed by dividing the NAVD 88
 OU0074.geopotential number by the normal gravity value computed on the
 OU0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0074.degrees latitude (g = 980.6199 gals.).
 OU0074
 OU0074.The modeled gravity was interpolated from observed gravity values.
 OU0074
 OU0074;                    North         East    Units  Estimated Accuracy
 OU0074;SPC WY E     -   386,830.      259,900.      MT  (+/- 180 meters Scaled)
 OU0074
 OU0074                          SUPERSEDED SURVEY CONTROL
 OU0074
 OU0074  NGVD 29 (??/??/92) 1316.010  (m)         4317.61   (f) ADJ UNCH    1 2
 OU0074
 OU0074.Superseded values are not recommended for survey control.
 OU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0074.See file dsdata.txt to determine how the superseded data were derived.
 OU0074
 OU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ465698(NAD 83)
 OU0074_MARKER: DB = BENCH MARK DISK
 OU0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OU0074_SP_SET: CONCRETE FOUNDATION
 OU0074_STAMPING: Y 125 1957
 OU0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OU0074
 OU0074  HISTORY     - Date     Condition        Report By
 OU0074  HISTORY     - 1957     MONUMENTED       CGS
 OU0074  HISTORY     - 1972     GOOD             USGS
 OU0074  HISTORY     - 1985     MARK NOT FOUND   NGS
 OU0074
 OU0074                          STATION DESCRIPTION
 OU0074
 OU0074'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 OU0074'AT OSAGE.
 OU0074'AT OSAGE, ALONG THE BURLINGTON NORTHERN RAILROAD, 12 FEET WEST
 OU0074'OF THE SE CORNER OF THE FOUNDATION FROM WHICH THE OLD OSAGE
 OU0074'STATION HAS BEEN MOVED, 30 1/2 FEET WSW OF THE NEAR RAIL, 8 FEET
 OU0074'EAST OF THE SW CORNER OF THE FOUNDATION, SET VERTICALLY IN
 OU0074'THE SOUTH FACE OF THE CONCRETE FOUNDATION AND 1 FOOT BELOW
 OU0074'THE TOP OF THE FOUNDATION.  A STANDARD USC AND GS DISK, STAMPED
 OU0074'Y 125 1957.
 OU0074
 OU0074                          STATION RECOVERY (1985)
 OU0074
 OU0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0074'NOT RECOVERED.  DISK REMOVED FROM STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0160 ***********************************************************************
 PW0160  DESIGNATION -  Y 126
 PW0160  PID         -  PW0160
 PW0160  STATE/COUNTY-  WY/SHERIDAN
 PW0160  USGS QUAD   -  VERONA (1970)
 PW0160
 PW0160                         *CURRENT SURVEY CONTROL
 PW0160  ___________________________________________________________________
 PW0160* NAD 83(1986)-  44 43 39.     (N)    106 38 08.     (W)     SCALED    
 PW0160* NAVD 88     -      1247.226  (meters)    4091.94   (feet)  ADJUSTED  
 PW0160  ___________________________________________________________________
 PW0160  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 PW0160  DYNAMIC HT  -        1246.734 (meters)    4090.33  (feet)  COMP
 PW0160  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 PW0160
 PW0160  VERT ORDER  -  FIRST     CLASS II
 PW0160
 PW0160.The horizontal coordinates were scaled from a topographic map and have
 PW0160.an estimated accuracy of +/- 6 seconds.
 PW0160
 PW0160.The orthometric height was determined by differential leveling
 PW0160.and adjusted by the National Geodetic Survey in June 1991..
 PW0160
 PW0160.The geoid height was determined by GEOID03.
 PW0160
 PW0160.The dynamic height is computed by dividing the NAVD 88
 PW0160.geopotential number by the normal gravity value computed on the
 PW0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0160.degrees latitude (g = 980.6199 gals.).
 PW0160
 PW0160.The modeled gravity was interpolated from observed gravity values.
 PW0160
 PW0160;                    North         East    Units  Estimated Accuracy
 PW0160;SPC WYEC     -   569,820.      455,270.      MT  (+/- 180 meters Scaled)
 PW0160
 PW0160                          SUPERSEDED SURVEY CONTROL
 PW0160
 PW0160  NGVD 29 (??/??/92) 1246.481  (m)         4089.50   (f) ADJ UNCH    1 2
 PW0160
 PW0160.Superseded values are not recommended for survey control.
 PW0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0160.See file dsdata.txt to determine how the superseded data were derived.
 PW0160
 PW0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK704539(NAD 83)
 PW0160_MARKER: Z = SEE DESCRIPTION
 PW0160_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PW0160_SP_SET: 33 FEET
 PW0160_STAMPING: Y 126 1957
 PW0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0160
 PW0160  HISTORY     - Date     Condition        Report By
 PW0160  HISTORY     - 1957     MONUMENTED       CGS
 PW0160
 PW0160                          STATION DESCRIPTION
 PW0160
 PW0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0160'17.3 MI NW FROM CLEARMONT.
 PW0160'17.3 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0160'FROM THE STATION AT CLEARMONT, 94 FEET NORTHWEST OF MILEPOST 678, 66
 PW0160'FEET NORTH-NORTHEAST OF THE NEAR RAIL, 78 FEET SOUTH-SOUTHWEST OF THE
 PW0160'CENTER LINE OF THE ROAD, 16 FEET EAST OF THE 1ST POLE WEST OF MILEPOST
 PW0160'678, 2 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 PW0160'POST, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 PW0160'COATED ROD THAT IS DRIVEN TO A DEPTH OF 33 FEET AND IS ENCASED IN A
 PW0160'6-INCH TILE THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0172 ***********************************************************************
 PW0172  DESIGNATION -  Y 127
 PW0172  PID         -  PW0172
 PW0172  STATE/COUNTY-  WY/SHERIDAN
 PW0172  USGS QUAD   -  ULM (1970)
 PW0172
 PW0172                         *CURRENT SURVEY CONTROL
 PW0172  ___________________________________________________________________
 PW0172* NAD 83(1986)-  44 38 27.     (N)    106 30 51.     (W)     SCALED    
 PW0172* NAVD 88     -      1281.035  (meters)    4202.86   (feet)  ADJUSTED  
 PW0172  ___________________________________________________________________
 PW0172  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 PW0172  DYNAMIC HT  -        1280.513 (meters)    4201.15  (feet)  COMP
 PW0172  MODELED GRAV-     980,165.7   (mgal)                       NAVD 88
 PW0172
 PW0172  VERT ORDER  -  FIRST     CLASS II
 PW0172
 PW0172.The horizontal coordinates were scaled from a topographic map and have
 PW0172.an estimated accuracy of +/- 6 seconds.
 PW0172
 PW0172.The orthometric height was determined by differential leveling
 PW0172.and adjusted by the National Geodetic Survey in June 1991..
 PW0172
 PW0172.The geoid height was determined by GEOID03.
 PW0172
 PW0172.The dynamic height is computed by dividing the NAVD 88
 PW0172.geopotential number by the normal gravity value computed on the
 PW0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0172.degrees latitude (g = 980.6199 gals.).
 PW0172
 PW0172.The modeled gravity was interpolated from observed gravity values.
 PW0172
 PW0172;                    North         East    Units  Estimated Accuracy
 PW0172;SPC WYEC     -   560,280.      464,990.      MT  (+/- 180 meters Scaled)
 PW0172
 PW0172                          SUPERSEDED SURVEY CONTROL
 PW0172
 PW0172  NGVD 29 (??/??/92) 1280.286  (m)         4200.40   (f) ADJ UNCH    1 2
 PW0172
 PW0172.Superseded values are not recommended for survey control.
 PW0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0172.See file dsdata.txt to determine how the superseded data were derived.
 PW0172
 PW0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK799441(NAD 83)
 PW0172_MARKER: DB = BENCH MARK DISK
 PW0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0172_STAMPING: Y 127 1957
 PW0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0172+STABILITY: SURFACE MOTION
 PW0172
 PW0172  HISTORY     - Date     Condition        Report By
 PW0172  HISTORY     - 1957     MONUMENTED       CGS
 PW0172
 PW0172                          STATION DESCRIPTION
 PW0172
 PW0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0172'7.4 MI W FROM CLEARMONT.
 PW0172'7.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0172'THE STATION AT CLEARMONT, 28 1/2 FEET EAST OF THE 4TH POLE WEST OF
 PW0172'MILEPOST 668, 52 FEET NORTH OF THE NORTH RAIL, 86 FEET SOUTH OF THE
 PW0172'CENTER LINE OF A GRAVEL ROAD, 2 1/2 FEET SOUTH OF A FENCE, 2 FEET WEST
 PW0172'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND TRACK,
 PW0172'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0142 ***********************************************************************
 PW0142  DESIGNATION -  Y 128
 PW0142  PID         -  PW0142
 PW0142  STATE/COUNTY-  WY/SHERIDAN
 PW0142  USGS QUAD   -  SHERIDAN (1977)
 PW0142
 PW0142                         *CURRENT SURVEY CONTROL
 PW0142  ___________________________________________________________________
 PW0142* NAD 83(1986)-  44 48 22.     (N)    106 54 35.     (W)     SCALED    
 PW0142* NAVD 88     -      1164.277  (meters)    3819.80   (feet)  ADJUSTED  
 PW0142  ___________________________________________________________________
 PW0142  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 PW0142  DYNAMIC HT  -        1163.866 (meters)    3818.45  (feet)  COMP
 PW0142  MODELED GRAV-     980,224.1   (mgal)                       NAVD 88
 PW0142
 PW0142  VERT ORDER  -  FIRST     CLASS II
 PW0142
 PW0142.The horizontal coordinates were scaled from a topographic map and have
 PW0142.an estimated accuracy of +/- 6 seconds.
 PW0142
 PW0142.The orthometric height was determined by differential leveling
 PW0142.and adjusted by the National Geodetic Survey in June 1991..
 PW0142
 PW0142.The geoid height was determined by GEOID03.
 PW0142
 PW0142.The dynamic height is computed by dividing the NAVD 88
 PW0142.geopotential number by the normal gravity value computed on the
 PW0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0142.degrees latitude (g = 980.6199 gals.).
 PW0142
 PW0142.The modeled gravity was interpolated from observed gravity values.
 PW0142
 PW0142;                    North         East    Units  Estimated Accuracy
 PW0142;SPC WYEC     -   578,410.      433,510.      MT  (+/- 180 meters Scaled)
 PW0142
 PW0142                          SUPERSEDED SURVEY CONTROL
 PW0142
 PW0142  NGVD 29 (??/??/92) 1163.560  (m)         3817.45   (f) ADJ UNCH    1 2
 PW0142
 PW0142.Superseded values are not recommended for survey control.
 PW0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0142.See file dsdata.txt to determine how the superseded data were derived.
 PW0142
 PW0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK489631(NAD 83)
 PW0142_MARKER: DB = BENCH MARK DISK
 PW0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0142_SP_SET: HEADWALL
 PW0142_STAMPING: Y 128 1957
 PW0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0142
 PW0142  HISTORY     - Date     Condition        Report By
 PW0142  HISTORY     - 1957     MONUMENTED       CGS
 PW0142
 PW0142                          STATION DESCRIPTION
 PW0142
 PW0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0142'2.95 MI NE FROM SHERIDAN.
 PW0142'2.95 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PW0142'FROM THE STATION AT SHERIDAN, IN THE TOP OF THE NORTH END OF THE WEST
 PW0142'CONCRETE HEAD WALL OF OVERPASS NUMBER 695.59, 4 FEET WEST OF THE WEST
 PW0142'RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0190 ***********************************************************************
 PW0190  DESIGNATION -  Y 129
 PW0190  PID         -  PW0190
 PW0190  STATE/COUNTY-  WY/SHERIDAN
 PW0190  USGS QUAD   -  DAYTON NORTH (1978)
 PW0190
 PW0190                         *CURRENT SURVEY CONTROL
 PW0190  ___________________________________________________________________
 PW0190* NAD 83(1986)-  44 56 44.     (N)    107 18 58.     (W)     SCALED    
 PW0190* NAVD 88     -      1289.636  (meters)    4231.08   (feet)  ADJUSTED  
 PW0190  ___________________________________________________________________
 PW0190  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 PW0190  DYNAMIC HT  -        1289.165 (meters)    4229.54  (feet)  COMP
 PW0190  MODELED GRAV-     980,206.9   (mgal)                       NAVD 88
 PW0190
 PW0190  VERT ORDER  -  FIRST     CLASS II
 PW0190
 PW0190.The horizontal coordinates were scaled from a topographic map and have
 PW0190.an estimated accuracy of +/- 6 seconds.
 PW0190
 PW0190.The orthometric height was determined by differential leveling
 PW0190.and adjusted by the National Geodetic Survey in June 1991..
 PW0190
 PW0190.The geoid height was determined by GEOID03.
 PW0190
 PW0190.The dynamic height is computed by dividing the NAVD 88
 PW0190.geopotential number by the normal gravity value computed on the
 PW0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0190.degrees latitude (g = 980.6199 gals.).
 PW0190
 PW0190.The modeled gravity was interpolated from observed gravity values.
 PW0190
 PW0190;                    North         East    Units  Estimated Accuracy
 PW0190;SPC WYEC     -   593,810.      401,360.      MT  (+/- 180 meters Scaled)
 PW0190
 PW0190                          SUPERSEDED SURVEY CONTROL
 PW0190
 PW0190  NGVD 29 (??/??/92) 1288.848  (m)         4228.50   (f) ADJ UNCH    1 2
 PW0190
 PW0190.Superseded values are not recommended for survey control.
 PW0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0190.See file dsdata.txt to determine how the superseded data were derived.
 PW0190
 PW0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK172795(NAD 83)
 PW0190_MARKER: DB = BENCH MARK DISK
 PW0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0190_STAMPING: Y 129 1957
 PW0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0190+STABILITY: SURFACE MOTION
 PW0190
 PW0190  HISTORY     - Date     Condition        Report By
 PW0190  HISTORY     - 1957     MONUMENTED       CGS
 PW0190
 PW0190                          STATION DESCRIPTION
 PW0190
 PW0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 PW0190'1.05 MI SE FROM PARKMAN.
 PW0190'ABOUT 1.05 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 PW0190'RAILROAD FROM THE STATION AT PARKMAN, 32 FEET NORTHWEST OF MILEPOST
 PW0190'723, 37 FEET NORTH OF THE NORTH RAIL, 18 FEET SOUTHEAST OF A TELEPHONE
 PW0190'POLE, 3 FEET SOUTH OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 PW0190'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 PW0190'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0084 ***********************************************************************
 PY0084  DESIGNATION -  Y 13
 PY0084  PID         -  PY0084
 PY0084  STATE/COUNTY-  WY/PARK
 PY0084  USGS QUAD   -  MOUNT JACKSON (1986)
 PY0084
 PY0084                         *CURRENT SURVEY CONTROL
 PY0084  ___________________________________________________________________
 PY0084* NAD 83(1986)-  44 38 28.     (N)    110 53 45.     (W)     SCALED    
 PY0084* NAVD 88     -      2070.985  (meters)    6794.56   (feet)  ADJUSTED  
 PY0084  ___________________________________________________________________
 PY0084  GEOID HEIGHT-          -8.80  (meters)                     GEOID03
 PY0084  DYNAMIC HT  -        2069.765 (meters)    6790.55  (feet)  COMP
 PY0084  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 PY0084
 PY0084  VERT ORDER  -  FIRST     CLASS II
 PY0084
 PY0084.The horizontal coordinates were scaled from a topographic map and have
 PY0084.an estimated accuracy of +/- 6 seconds.
 PY0084
 PY0084.The orthometric height was determined by differential leveling
 PY0084.and adjusted by the National Geodetic Survey in June 1991..
 PY0084
 PY0084.The geoid height was determined by GEOID03.
 PY0084
 PY0084.The dynamic height is computed by dividing the NAVD 88
 PY0084.geopotential number by the normal gravity value computed on the
 PY0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0084.degrees latitude (g = 980.6199 gals.).
 PY0084
 PY0084.The modeled gravity was interpolated from observed gravity values.
 PY0084
 PY0084;                    North         East    Units  Estimated Accuracy
 PY0084;SPC WYWC     -   462,230.      429,770.      MT  (+/- 180 meters Scaled)
 PY0084
 PY0084                          SUPERSEDED SURVEY CONTROL
 PY0084
 PY0084  NGVD 29 (08/20/92) 2069.704  (m)         6790.35   (f) ADJUSTED    1 2
 PY0084
 PY0084.Superseded values are not recommended for survey control.
 PY0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0084.See file dsdata.txt to determine how the superseded data were derived.
 PY0084
 PY0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ082430(NAD 83)
 PY0084_MARKER: DB = BENCH MARK DISK
 PY0084_SETTING: 80 = SET IN A BOULDER
 PY0084_SP_SET: BOULDER
 PY0084_STAMPING: Y 13 1923 6789.478
 PY0084_MARK LOGO: CGS   
 PY0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PY0084+STABILITY: SURFACE MOTION
 PY0084
 PY0084  HISTORY     - Date     Condition        Report By
 PY0084  HISTORY     - 1923     MONUMENTED       CGS
 PY0084  HISTORY     - 1960     GOOD             NGS
 PY0084  HISTORY     - 1983     GOOD             NGS
 PY0084  HISTORY     - 1987     GOOD             NGS
 PY0084
 PY0084                          STATION DESCRIPTION
 PY0084
 PY0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 PY0084'12.0 MI E FROM WEST YELLOWSTONE.
 PY0084'ABOUT 12.0 MILES EAST ALONG THE MADISON JUNCTION-WEST ENTRANCE HIGHWAY
 PY0084'FROM THE UNION PACIFIC RAILROAD STATION AT WEST YELLOWSTONE, 95 YARDS
 PY0084'SOUTHEAST OF THE NORTHWEST JUNCTION OF THE TWO HIGHWAYS, IN A STRIP OF
 PY0084'LAND BETWEEN THE NEW HIGHWAY AND THE OLD HIGHWAY, SET IN THE TOP OF A
 PY0084'BOULDER WHICH PROJECTS 20 INCHES, 134 FEET SOUTHWEST OF THE CENTER
 PY0084'LINE OF THE HIGHWAY, 22 FEET NORTHEAST OF THE CENTER LINE OF THE OLD
 PY0084'HIGHWAY, 121 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE MADISON
 PY0084'RIVER, ABOUT 3 FEET BELOW THE HIGHWAY, AND 3 1/2 FEET ABOVE THE OLD
 PY0084'HIGHWAY.
 PY0084
 PY0084                          STATION RECOVERY (1983)
 PY0084
 PY0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0084'RECOVERED IN GOOD CONDITION.
 PY0084
 PY0084                          STATION RECOVERY (1987)
 PY0084
 PY0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0261 ***********************************************************************
 MQ0261  DESIGNATION -  Y 131
 MQ0261  PID         -  MQ0261
 MQ0261  STATE/COUNTY-  WY/SWEETWATER
 MQ0261  USGS QUAD   -  LITTLE AMERICA (1980)
 MQ0261
 MQ0261                         *CURRENT SURVEY CONTROL
 MQ0261  ___________________________________________________________________
 MQ0261* NAD 83(1986)-  41 32 38.     (N)    109 46 21.     (W)     SCALED    
 MQ0261* NAVD 88     -      1912.646  (meters)    6275.07   (feet)  ADJUSTED  
 MQ0261  ___________________________________________________________________
 MQ0261  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 MQ0261  DYNAMIC HT  -        1910.994 (meters)    6269.65  (feet)  COMP
 MQ0261  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 MQ0261
 MQ0261  VERT ORDER  -  FIRST     CLASS II
 MQ0261
 MQ0261.The horizontal coordinates were scaled from a topographic map and have
 MQ0261.an estimated accuracy of +/- 6 seconds.
 MQ0261
 MQ0261.The orthometric height was determined by differential leveling
 MQ0261.and adjusted by the National Geodetic Survey in June 1991..
 MQ0261
 MQ0261.The geoid height was determined by GEOID03.
 MQ0261
 MQ0261.The dynamic height is computed by dividing the NAVD 88
 MQ0261.geopotential number by the normal gravity value computed on the
 MQ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0261.degrees latitude (g = 980.6199 gals.).
 MQ0261
 MQ0261.The modeled gravity was interpolated from observed gravity values.
 MQ0261
 MQ0261;                    North         East    Units  Estimated Accuracy
 MQ0261;SPC WYWC     -   116,430.      514,690.      MT  (+/- 180 meters Scaled)
 MQ0261
 MQ0261                          SUPERSEDED SURVEY CONTROL
 MQ0261
 MQ0261  NGVD 29 (06/08/92) 1911.335  (m)         6270.77   (f) ADJUSTED    1 2
 MQ0261
 MQ0261.Superseded values are not recommended for survey control.
 MQ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0261.See file dsdata.txt to determine how the superseded data were derived.
 MQ0261
 MQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL023998(NAD 83)
 MQ0261_MARKER: DB = BENCH MARK DISK
 MQ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0261_STAMPING: Y 131 1958
 MQ0261_MARK LOGO: CGS   
 MQ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0261+STABILITY: SURFACE MOTION
 MQ0261
 MQ0261  HISTORY     - Date     Condition        Report By
 MQ0261  HISTORY     - 1958     MONUMENTED       CGS
 MQ0261  HISTORY     - 1983     GOOD             NGS
 MQ0261
 MQ0261                          STATION DESCRIPTION
 MQ0261
 MQ0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MQ0261'12.4 MI E FROM GRANGER.
 MQ0261'ABOUT 2.75 MILES SOUTHEAST ALONG OLD U. S. HIGHWAY 30 N FROM THE UNION
 MQ0261'PACIFIC RAILROAD STATION AT GRANGER, THENCE ABOUT 2.2 MILES SOUTHEAST
 MQ0261'ALONG U. S. HIGHWAY 30 N, THENCE ABOUT 7.45 MILES EAST ALONG U. S.
 MQ0261'HIGHWAY 30, 159 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ON THE
 MQ0261'CREST OF A BARE KNOB HILL, 1 1/2 FEET SOUTH OF A METAL WITNESS POST,
 MQ0261'ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A
 MQ0261'CONCRETE POST PROJECTING 7 INCHES.
 MQ0261
 MQ0261                          STATION RECOVERY (1983)
 MQ0261
 MQ0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0261'RECOVERED IN GOOD CONDITION, THE 1958 DESCRIPTION IS ADEQUATE WITH THE
 MQ0261'EXCEPTION THAT U.S. HIGHWAY 30 IS NOW STATE HIGHWAY 374.  ADD 0.3 KM
 MQ0261'(0.2 MI) EAST OF A PAVED ROAD, AND 4.6 KM (15.1 FT) SOUTH OF THE SOUTH
 MQ0261'POST OF A SIGN (BEST WESTERN, LITTLE AMERICA).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0014 ***********************************************************************
 MR0014  DESIGNATION -  Y 132
 MR0014  PID         -  MR0014
 MR0014  STATE/COUNTY-  WY/UINTA
 MR0014  USGS QUAD   -  CHURCH BUTTE (1969)
 MR0014
 MR0014                         *CURRENT SURVEY CONTROL
 MR0014  ___________________________________________________________________
 MR0014* NAD 83(1986)-  41 33 20.     (N)    110 11 09.     (W)     SCALED    
 MR0014* NAVD 88     -      1936.901  (meters)    6354.65   (feet)  ADJUSTED  
 MR0014  ___________________________________________________________________
 MR0014  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 MR0014  DYNAMIC HT  -        1935.227 (meters)    6349.16  (feet)  COMP
 MR0014  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 MR0014
 MR0014  VERT ORDER  -  FIRST     CLASS II
 MR0014
 MR0014.The horizontal coordinates were scaled from a topographic map and have
 MR0014.an estimated accuracy of +/- 6 seconds.
 MR0014
 MR0014.The orthometric height was determined by differential leveling
 MR0014.and adjusted by the National Geodetic Survey in June 1991..
 MR0014
 MR0014.The geoid height was determined by GEOID03.
 MR0014
 MR0014.The dynamic height is computed by dividing the NAVD 88
 MR0014.geopotential number by the normal gravity value computed on the
 MR0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0014.degrees latitude (g = 980.6199 gals.).
 MR0014
 MR0014.The modeled gravity was interpolated from observed gravity values.
 MR0014
 MR0014;                    North         East    Units  Estimated Accuracy
 MR0014;SPC WY W     -   217,220.      791,450.      MT  (+/- 180 meters Scaled)
 MR0014
 MR0014                          SUPERSEDED SURVEY CONTROL
 MR0014
 MR0014  NGVD 29 (06/08/92) 1935.597  (m)         6350.37   (f) ADJUSTED    1 2
 MR0014
 MR0014.Superseded values are not recommended for survey control.
 MR0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0014.See file dsdata.txt to determine how the superseded data were derived.
 MR0014
 MR0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM678007(NAD 83)
 MR0014_MARKER: DB = BENCH MARK DISK
 MR0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0014_STAMPING: Y 132 1958
 MR0014_MARK LOGO: CGS   
 MR0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0014+STABILITY: SURFACE MOTION
 MR0014
 MR0014  HISTORY     - Date     Condition        Report By
 MR0014  HISTORY     - 1958     MONUMENTED       CGS
 MR0014  HISTORY     - 1983     GOOD             NGS
 MR0014
 MR0014                          STATION DESCRIPTION
 MR0014
 MR0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0014'11.8 MI SW FROM GRANGER.
 MR0014'ABOUT 11.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0014'STATION AT GRANGER, 31 FEET SOUTH OF THE FIRST POLE SOUTHWEST OF
 MR0014'MILEPOST 859, 122 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 51 FEET
 MR0014'NORTHWEST OF THE SOUTHEAST RIGHT OF WAY FENCE, ABOUT 0.5 MILE
 MR0014'SOUTHWEST OF THE RAILROAD SECTION FOREMANS HOUSE AT CHURCH BUTTES, 2
 MR0014'FEET NORTHEAST OF A CONCRETE WITNESS POST, ABOUT 4 FEET ABOVE THE
 MR0014'TRACKS, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 MR0014
 MR0014                          STATION RECOVERY (1983)
 MR0014
 MR0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0107 ***********************************************************************
 MR0107  DESIGNATION -  Y 133
 MR0107  PID         -  MR0107
 MR0107  STATE/COUNTY-  WY/UINTA
 MR0107  USGS QUAD   -  BRIDGER (1978)
 MR0107
 MR0107                         *CURRENT SURVEY CONTROL
 MR0107  ___________________________________________________________________
 MR0107* NAD 83(1986)-  41 25 17.     (N)    110 33 03.     (W)     SCALED    
 MR0107* NAVD 88     -      2004.878  (meters)    6577.67   (feet)  ADJUSTED  
 MR0107  ___________________________________________________________________
 MR0107  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 MR0107  DYNAMIC HT  -        2003.141 (meters)    6571.97  (feet)  COMP
 MR0107  MODELED GRAV-     979,685.4   (mgal)                       NAVD 88
 MR0107
 MR0107  VERT ORDER  -  FIRST     CLASS II
 MR0107
 MR0107.The horizontal coordinates were scaled from a topographic map and have
 MR0107.an estimated accuracy of +/- 6 seconds.
 MR0107
 MR0107.The orthometric height was determined by differential leveling
 MR0107.and adjusted by the National Geodetic Survey in June 1991..
 MR0107
 MR0107.The geoid height was determined by GEOID03.
 MR0107
 MR0107.The dynamic height is computed by dividing the NAVD 88
 MR0107.geopotential number by the normal gravity value computed on the
 MR0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0107.degrees latitude (g = 980.6199 gals.).
 MR0107
 MR0107.The modeled gravity was interpolated from observed gravity values.
 MR0107
 MR0107;                    North         East    Units  Estimated Accuracy
 MR0107;SPC WY W     -   202,420.      760,920.      MT  (+/- 180 meters Scaled)
 MR0107
 MR0107                          SUPERSEDED SURVEY CONTROL
 MR0107
 MR0107  NGVD 29 (06/08/92) 2003.621  (m)         6573.55   (f) ADJUSTED    1 2
 MR0107
 MR0107.Superseded values are not recommended for survey control.
 MR0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0107.See file dsdata.txt to determine how the superseded data were derived.
 MR0107
 MR0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL375856(NAD 83)
 MR0107_MARKER: DB = BENCH MARK DISK
 MR0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MR0107_SP_SET: CULVERT
 MR0107_STAMPING: Y 133 1958
 MR0107_MARK LOGO: CGS   
 MR0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0107
 MR0107  HISTORY     - Date     Condition        Report By
 MR0107  HISTORY     - 1958     MONUMENTED       CGS
 MR0107  HISTORY     - 1983     GOOD             NGS
 MR0107
 MR0107                          STATION DESCRIPTION
 MR0107
 MR0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0107'6.4 MI W FROM CARTER.
 MR0107'ABOUT 6.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0107'AT CARTER, 2 POLES EAST OF MILEPOST 882, IN THE TOP OF THE EAST END OF
 MR0107'THE SOUTH HEAD WALL OF A LARGE CONCRETE CULVERT 881.97, 8 FEET SOUTH
 MR0107'OF THE SOUTH RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS.
 MR0107
 MR0107                          STATION RECOVERY (1983)
 MR0107
 MR0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0128 ***********************************************************************
 MR0128  DESIGNATION -  Y 134
 MR0128  PID         -  MR0128
 MR0128  STATE/COUNTY-  WY/UINTA
 MR0128  USGS QUAD   -  PIEDMONT RESERVOIR (1978)
 MR0128
 MR0128                         *CURRENT SURVEY CONTROL
 MR0128  ___________________________________________________________________
 MR0128* NAD 83(1986)-  41 14 20.     (N)    110 42 38.     (W)     SCALED    
 MR0128* NAVD 88     -      2148.653  (meters)    7049.37   (feet)  ADJUSTED  
 MR0128  ___________________________________________________________________
 MR0128  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 MR0128  DYNAMIC HT  -        2146.659 (meters)    7042.83  (feet)  COMP
 MR0128  MODELED GRAV-     979,618.8   (mgal)                       NAVD 88
 MR0128
 MR0128  VERT ORDER  -  FIRST     CLASS II
 MR0128
 MR0128.The horizontal coordinates were scaled from a topographic map and have
 MR0128.an estimated accuracy of +/- 6 seconds.
 MR0128
 MR0128.The orthometric height was determined by differential leveling
 MR0128.and adjusted by the National Geodetic Survey in June 1991..
 MR0128.WARNING-Repeat measurements at this control monument indicate possible
 MR0128.vertical movement.
 MR0128
 MR0128.The geoid height was determined by GEOID03.
 MR0128
 MR0128.The dynamic height is computed by dividing the NAVD 88
 MR0128.geopotential number by the normal gravity value computed on the
 MR0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0128.degrees latitude (g = 980.6199 gals.).
 MR0128
 MR0128.The modeled gravity was interpolated from observed gravity values.
 MR0128
 MR0128;                    North         East    Units  Estimated Accuracy
 MR0128;SPC WY W     -   182,240.      747,420.      MT  (+/- 180 meters Scaled)
 MR0128
 MR0128                          SUPERSEDED SURVEY CONTROL
 MR0128
 MR0128  NGVD 29 (06/08/92) 2147.325  (m)         7045.02   (f) ADJUSTED    1 2
 MR0128
 MR0128.Superseded values are not recommended for survey control.
 MR0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0128.See file dsdata.txt to determine how the superseded data were derived.
 MR0128
 MR0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL242653(NAD 83)
 MR0128_MARKER: DB = BENCH MARK DISK
 MR0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0128_STAMPING: Y 134 1958
 MR0128_MARK LOGO: CGS   
 MR0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0128+STABILITY: SURFACE MOTION
 MR0128
 MR0128  HISTORY     - Date     Condition        Report By
 MR0128  HISTORY     - 1958     MONUMENTED       CGS
 MR0128  HISTORY     - 1965     MARK NOT FOUND   USGS
 MR0128  HISTORY     - 1983     GOOD             NGS
 MR0128
 MR0128                          STATION DESCRIPTION
 MR0128
 MR0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0128'5.1 MI NE FROM ALTAMONT.
 MR0128'ABOUT 5.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MR0128'STATION AT ALTAMONT, ABOUT 0.5 MILE NORTHEAST OF MILEPOST 899, AT THE
 MR0128'SOUTHWEST END OF A LONG FILL, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 MR0128'76 FEET NORTH OF A TELEPHONE POLE, 9 FEET NORTH-NORTHEAST OF THE
 MR0128'CENTER LINE OF A GATE, 1 1/2 FEET SOUTHEAST OF A FENCE, 2 FEET
 MR0128'SOUTHEAST OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 MR0128'PROJECTING 5 INCHES.  NOTE-- ROAD WIDENED.
 MR0128
 MR0128                          STATION RECOVERY (1965)
 MR0128
 MR0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 MR0128'MARK NOT FOUND.
 MR0128
 MR0128                          STATION RECOVERY (1983)
 MR0128
 MR0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0155 ***********************************************************************
 MR0155  DESIGNATION -  Y 135
 MR0155  PID         -  MR0155
 MR0155  STATE/COUNTY-  WY/UINTA
 MR0155  USGS QUAD   -  EVANSTON (1978)
 MR0155
 MR0155                         *CURRENT SURVEY CONTROL
 MR0155  ___________________________________________________________________
 MR0155* NAD 83(1986)-  41 16 36.     (N)    110 59 26.     (W)     SCALED    
 MR0155* NAVD 88     -      2048.203  (meters)    6719.81   (feet)  ADJUSTED  
 MR0155  ___________________________________________________________________
 MR0155  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 MR0155  DYNAMIC HT  -        2046.317 (meters)    6713.62  (feet)  COMP
 MR0155  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 MR0155
 MR0155  VERT ORDER  -  FIRST     CLASS II
 MR0155
 MR0155.The horizontal coordinates were scaled from a topographic map and have
 MR0155.an estimated accuracy of +/- 6 seconds.
 MR0155
 MR0155.The orthometric height was determined by differential leveling
 MR0155.and adjusted by the National Geodetic Survey in June 1991..
 MR0155
 MR0155.The geoid height was determined by GEOID03.
 MR0155
 MR0155.The dynamic height is computed by dividing the NAVD 88
 MR0155.geopotential number by the normal gravity value computed on the
 MR0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0155.degrees latitude (g = 980.6199 gals.).
 MR0155
 MR0155.The modeled gravity was interpolated from observed gravity values.
 MR0155
 MR0155;                    North         East    Units  Estimated Accuracy
 MR0155;SPC WY W     -   186,640.      724,000.      MT  (+/- 180 meters Scaled)
 MR0155
 MR0155                          SUPERSEDED SURVEY CONTROL
 MR0155
 MR0155  NGVD 29 (??/??/92) 2046.792  (m)         6715.18   (f) ADJ UNCH    1 2
 MR0155
 MR0155.Superseded values are not recommended for survey control.
 MR0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0155.See file dsdata.txt to determine how the superseded data were derived.
 MR0155
 MR0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL007694(NAD 83)
 MR0155_MARKER: DB = BENCH MARK DISK
 MR0155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MR0155_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MR0155_STAMPING: Y 135 1958
 MR0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MR0155
 MR0155  HISTORY     - Date     Condition        Report By
 MR0155  HISTORY     - 1958     MONUMENTED       CGS
 MR0155  HISTORY     - 1983     MARK NOT FOUND   NGS
 MR0155
 MR0155                          STATION DESCRIPTION
 MR0155
 MR0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 MR0155'1.7 MI W FROM EVANSTON.
 MR0155'ABOUT 1.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MR0155'AT EVANSTON, 7 FEET SOUTHWEST OF THE 5TH POLE NORTHEAST OF MILEPOST
 MR0155'819, 1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 MR0155'LEVEL OF THE TRACKS, AND ON THE TOP OF A 3 1/2-INCH IRON PIPE
 MR0155'PROJECTING 8 INCHES.
 MR0155
 MR0155                          STATION RECOVERY (1983)
 MR0155
 MR0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MR0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0331 ***********************************************************************
 MP0331  DESIGNATION -  Y 14
 MP0331  PID         -  MP0331
 MP0331  STATE/COUNTY-  WY/CARBON
 MP0331  USGS QUAD   -  BLUE GAP (1982)
 MP0331
 MP0331                         *CURRENT SURVEY CONTROL
 MP0331  ___________________________________________________________________
 MP0331* NAD 83(1986)-  41 18 27.     (N)    107 44 43.     (W)     SCALED    
 MP0331* NAVD 88     -      1983.583  (meters)    6507.81   (feet)  ADJUSTED  
 MP0331  ___________________________________________________________________
 MP0331  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 MP0331  DYNAMIC HT  -        1981.790 (meters)    6501.92  (feet)  COMP
 MP0331  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 MP0331
 MP0331  VERT ORDER  -  FIRST     CLASS II
 MP0331
 MP0331.The horizontal coordinates were scaled from a topographic map and have
 MP0331.an estimated accuracy of +/- 6 seconds.
 MP0331
 MP0331.The orthometric height was determined by differential leveling
 MP0331.and adjusted by the National Geodetic Survey in June 1991..
 MP0331
 MP0331.The geoid height was determined by GEOID03.
 MP0331
 MP0331.The dynamic height is computed by dividing the NAVD 88
 MP0331.geopotential number by the normal gravity value computed on the
 MP0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0331.degrees latitude (g = 980.6199 gals.).
 MP0331
 MP0331.The modeled gravity was interpolated from observed gravity values.
 MP0331
 MP0331;                    North         East    Units  Estimated Accuracy
 MP0331;SPC WYEC     -   189,750.      365,510.      MT  (+/- 180 meters Scaled)
 MP0331
 MP0331                          SUPERSEDED SURVEY CONTROL
 MP0331
 MP0331  NGVD 29 (??/??/92) 1982.337  (m)         6503.72   (f) ADJ UNCH    1 2
 MP0331
 MP0331.Superseded values are not recommended for survey control.
 MP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0331.See file dsdata.txt to determine how the superseded data were derived.
 MP0331
 MP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF701765(NAD 83)
 MP0331_MARKER: DB = BENCH MARK DISK
 MP0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0331_STAMPING: Y 14 1933
 MP0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0331+STABILITY: SURFACE MOTION
 MP0331
 MP0331  HISTORY     - Date     Condition        Report By
 MP0331  HISTORY     - 1933     MONUMENTED       CGS
 MP0331  HISTORY     - 1945     GOOD             NGS
 MP0331
 MP0331                          STATION DESCRIPTION
 MP0331
 MP0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 MP0331'20.6 MI N FROM BAGGS.
 MP0331'ABOUT 20.6 MILES NORTH ALONG THE BAGGS-WAMSUTTER HIGHWAY FROM BAGGS,
 MP0331'CARBON COUNTY, ABOUT 300 FEET SOUTH OF THE POINT WHERE THE ROAD MAKES
 MP0331'A LEFT-HAND CURVE, ABOUT 220 FEET EAST OF THE CENTER LINE OF THE NEW
 MP0331'CRESTON-BAGGS HIGHWAY, AND 4 FEET WEST OF UNITED STATES GENERAL LAND
 MP0331'OFFICE IRON MARKER T 16 N R 92 W.  A STANDARD DISK, STAMPED Y 14 1933
 MP0331'AND SET IN THE TOP OF A CONCRETE POST.
 MP0331
 MP0331                          STATION RECOVERY (1945)
 MP0331
 MP0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 MP0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0063 ***********************************************************************
 NR0063  DESIGNATION -  Y 141
 NR0063  PID         -  NR0063
 NR0063  STATE/COUNTY-  WY/NATRONA
 NR0063  USGS QUAD   -  FREELAND (1960)
 NR0063
 NR0063                         *CURRENT SURVEY CONTROL
 NR0063  ___________________________________________________________________
 NR0063* NAD 83(1986)-  42 41 48.     (N)    106 29 13.     (W)     SCALED    
 NR0063* NAVD 88     -      1711.908  (meters)    5616.48   (feet)  ADJUSTED  
 NR0063  ___________________________________________________________________
 NR0063  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 NR0063  DYNAMIC HT  -        1710.790 (meters)    5612.82  (feet)  COMP
 NR0063  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 NR0063
 NR0063  VERT ORDER  -  SECOND    CLASS 0
 NR0063
 NR0063.The horizontal coordinates were scaled from a topographic map and have
 NR0063.an estimated accuracy of +/- 6 seconds.
 NR0063
 NR0063.The orthometric height was determined by differential leveling
 NR0063.and adjusted by the National Geodetic Survey in June 1991..
 NR0063
 NR0063.The geoid height was determined by GEOID03.
 NR0063
 NR0063.The dynamic height is computed by dividing the NAVD 88
 NR0063.geopotential number by the normal gravity value computed on the
 NR0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0063.degrees latitude (g = 980.6199 gals.).
 NR0063
 NR0063.The modeled gravity was interpolated from observed gravity values.
 NR0063
 NR0063;                    North         East    Units  Estimated Accuracy
 NR0063;SPC WYEC     -   344,310.      469,350.      MT  (+/- 180 meters Scaled)
 NR0063
 NR0063                          SUPERSEDED SURVEY CONTROL
 NR0063
 NR0063  NGVD 29 (??/??/92) 1710.998  (m)         5613.50   (f) ADJ UNCH    2 0
 NR0063
 NR0063.Superseded values are not recommended for survey control.
 NR0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0063.See file dsdata.txt to determine how the superseded data were derived.
 NR0063
 NR0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH782282(NAD 83)
 NR0063_MARKER: DB = BENCH MARK DISK
 NR0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0063_STAMPING: Y 141 1959
 NR0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0063+STABILITY: SURFACE MOTION
 NR0063
 NR0063  HISTORY     - Date     Condition        Report By
 NR0063  HISTORY     - 1959     MONUMENTED       CGS
 NR0063
 NR0063                          STATION DESCRIPTION
 NR0063
 NR0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NR0063'18.15 MI SW FROM CASPER.
 NR0063'ABOUT 14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE WEST SIDE
 NR0063'POSTOFFICE AT CASPER, THENCE ABOUT 3.35 MILES SOUTHEAST ALONG A DIRT
 NR0063'ROAD WHICH IS THE MEDICINE BOW ROAD, 55 FEET SOUTHWEST OF THE CENTER
 NR0063'LINE OF THE ROAD, IN SECTION 36, R 81 W, T 32 N, ABOUT 4 FEET ABOVE
 NR0063'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 NR0063'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0358 ***********************************************************************
 NQ0358  DESIGNATION -  Y 143
 NQ0358  PID         -  NQ0358
 NQ0358  STATE/COUNTY-  WY/ALBANY
 NQ0358  USGS QUAD   -  SOUTH MOUNTAIN (1992)
 NQ0358
 NQ0358                         *CURRENT SURVEY CONTROL
 NQ0358  ___________________________________________________________________
 NQ0358* NAD 83(1986)-  42 08 24.     (N)    105 22 43.     (W)     SCALED    
 NQ0358* NAVD 88     -      2050.356  (meters)    6726.88   (feet)  ADJUSTED  
 NQ0358  ___________________________________________________________________
 NQ0358  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 NQ0358  DYNAMIC HT  -        2048.883 (meters)    6722.04  (feet)  COMP
 NQ0358  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 NQ0358
 NQ0358  VERT ORDER  -  SECOND    CLASS 0
 NQ0358
 NQ0358.The horizontal coordinates were scaled from a topographic map and have
 NQ0358.an estimated accuracy of +/- 6 seconds.
 NQ0358
 NQ0358.The orthometric height was determined by differential leveling
 NQ0358.and adjusted by the National Geodetic Survey in June 1991..
 NQ0358
 NQ0358.The geoid height was determined by GEOID03.
 NQ0358
 NQ0358.The dynamic height is computed by dividing the NAVD 88
 NQ0358.geopotential number by the normal gravity value computed on the
 NQ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0358.degrees latitude (g = 980.6199 gals.).
 NQ0358
 NQ0358.The modeled gravity was interpolated from observed gravity values.
 NQ0358
 NQ0358;                    North         East    Units  Estimated Accuracy
 NQ0358;SPC WY E     -   182,150.      182,480.      MT  (+/- 180 meters Scaled)
 NQ0358
 NQ0358                          SUPERSEDED SURVEY CONTROL
 NQ0358
 NQ0358  NGVD 29 (??/??/92) 2049.464  (m)         6723.95   (f) ADJ UNCH    2 0
 NQ0358
 NQ0358.Superseded values are not recommended for survey control.
 NQ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0358.See file dsdata.txt to determine how the superseded data were derived.
 NQ0358
 NQ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG687653(NAD 83)
 NQ0358_MARKER: DB = BENCH MARK DISK
 NQ0358_SETTING: 66 = SET IN ROCK OUTCROP
 NQ0358_SP_SET: ROCK OUTCROP
 NQ0358_STAMPING: Y 143 1959
 NQ0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NQ0358+STABILITY: POSITION/ELEVATION WELL
 NQ0358
 NQ0358  HISTORY     - Date     Condition        Report By
 NQ0358  HISTORY     - 1959     MONUMENTED       CGS
 NQ0358
 NQ0358                          STATION DESCRIPTION
 NQ0358
 NQ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0358'28.7 MI NW FROM WHEATLAND.
 NQ0358'ABOUT 0.4 MILE NORTH ALONG THE COLORADO AND SOUTHERN RAILROAD
 NQ0358'FROM THE STATION AT WHEATLAND, THENCE ABOUT 7.95 MILES NORTHWEST
 NQ0358'ALONG STATE HIGHWAY 107, THENCE ABOUT 7.6 MILES NORTHWEST ALONG
 NQ0358'A PAVED ROAD, THENCE ABOUT 12.75 MILES WEST ALONG A GRADED DIRT
 NQ0358'ROAD, IN THE NORTHEAST 1/4 OF SECTION 17, T 25 N, R 71 W, 32 FEET
 NQ0358'WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A GRANITE
 NQ0358'ROCK OUTCROP PROJECTING 3 FEET, IN A LARGE CLEARING WEST OF THE
 NQ0358'TIMBER AREA, 290 FEET WEST OF THE EAST PROPERTY LINE FENCE OF
 NQ0358'STANLEY WILSON, 220 FEET WEST OF A LONE 13-INCH PINE TREE WHICH
 NQ0358'IS ON THE SOUTH SLOPE OF A HILL, AND 170 FEET SOUTH OF THE CREST
 NQ0358'OF A HILL.  THE MARK IS ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0383 ***********************************************************************
 NQ0383  DESIGNATION -  Y 144
 NQ0383  PID         -  NQ0383
 NQ0383  STATE/COUNTY-  WY/ALBANY
 NQ0383  USGS QUAD   -  PINTO CREEK (1968)
 NQ0383
 NQ0383                         *CURRENT SURVEY CONTROL
 NQ0383  ___________________________________________________________________
 NQ0383* NAD 83(1986)-  42 06 54.     (N)    105 42 26.     (W)     SCALED    
 NQ0383* NAVD 88     -      2149.032  (meters)    7050.62   (feet)  ADJUSTED  
 NQ0383  ___________________________________________________________________
 NQ0383  GEOID HEIGHT-         -11.51  (meters)                     GEOID03
 NQ0383  DYNAMIC HT  -        2147.372 (meters)    7045.17  (feet)  COMP
 NQ0383  MODELED GRAV-     979,771.6   (mgal)                       NAVD 88
 NQ0383
 NQ0383  VERT ORDER  -  SECOND    CLASS 0
 NQ0383
 NQ0383.The horizontal coordinates were scaled from a topographic map and have
 NQ0383.an estimated accuracy of +/- 6 seconds.
 NQ0383
 NQ0383.The orthometric height was determined by differential leveling
 NQ0383.and adjusted by the National Geodetic Survey in June 1991..
 NQ0383
 NQ0383.The geoid height was determined by GEOID03.
 NQ0383
 NQ0383.The dynamic height is computed by dividing the NAVD 88
 NQ0383.geopotential number by the normal gravity value computed on the
 NQ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0383.degrees latitude (g = 980.6199 gals.).
 NQ0383
 NQ0383.The modeled gravity was interpolated from observed gravity values.
 NQ0383
 NQ0383;                    North         East    Units  Estimated Accuracy
 NQ0383;SPC WY E     -   179,490.      155,300.      MT  (+/- 180 meters Scaled)
 NQ0383
 NQ0383                          SUPERSEDED SURVEY CONTROL
 NQ0383
 NQ0383  NGVD 29 (??/??/92) 2148.035  (m)         7047.34   (f) ADJ UNCH    2 0
 NQ0383
 NQ0383.Superseded values are not recommended for survey control.
 NQ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0383.See file dsdata.txt to determine how the superseded data were derived.
 NQ0383
 NQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG415627(NAD 83)
 NQ0383_MARKER: DB = BENCH MARK DISK
 NQ0383_SETTING: 80 = SET IN A BOULDER
 NQ0383_SP_SET: BOULDER
 NQ0383_STAMPING: Y 144 1959
 NQ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0383+STABILITY: SURFACE MOTION
 NQ0383
 NQ0383  HISTORY     - Date     Condition        Report By
 NQ0383  HISTORY     - 1959     MONUMENTED       CGS
 NQ0383
 NQ0383                          STATION DESCRIPTION
 NQ0383
 NQ0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0383'5.8 MI W FROM GARRETT.
 NQ0383'ABOUT 0.6 MILE SOUTHWEST ALONG A GRADED DIRT ROD FROM THE OLD
 NQ0383'POST OFFICE AT GARRETT, THENCE ABOUT 5.15 MILES WEST ALONG A
 NQ0383'GRADED DIRT ROAD WHICH IS COUNTY ROAD 713, IN THE SOUTHEAST
 NQ0383'1/4 OF SECTION 21, T 25 N, R 74 W, 115 FEET NORTH OF THE CENTER
 NQ0383'LINE OF THE ROAD, IN THE TOP OF A 3 X 5-FOOT GRANITE BOULDER
 NQ0383'PROJECTING 1 FOOT, ABOUT 0.45 MILE SOUTH OF A SMALL HOUSE WHICH
 NQ0383'IS IN THE NORTH LARAMIE RIVER BOTTOM, ABOUT 0.45 MILE WEST OF A
 NQ0383'SMALL WOODEN BRIDGE OVER THE NORTH LARAMIE RIVER, 53 FEET SOUTH
 NQ0383'OF THE SOUTH EDGE OF A PIT, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0407 ***********************************************************************
 NQ0407  DESIGNATION -  Y 145
 NQ0407  PID         -  NQ0407
 NQ0407  STATE/COUNTY-  WY/ALBANY
 NQ0407  USGS QUAD   -  PASS CREEK (1964)
 NQ0407
 NQ0407                         *CURRENT SURVEY CONTROL
 NQ0407  ___________________________________________________________________
 NQ0407* NAD 83(1986)-  42 17 26.     (N)    105 55 37.     (W)     SCALED    
 NQ0407* NAVD 88     -      2240.332  (meters)    7350.16   (feet)  ADJUSTED  
 NQ0407  ___________________________________________________________________
 NQ0407  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 NQ0407  DYNAMIC HT  -        2238.607 (meters)    7344.50  (feet)  COMP
 NQ0407  MODELED GRAV-     979,769.8   (mgal)                       NAVD 88
 NQ0407
 NQ0407  VERT ORDER  -  SECOND    CLASS 0
 NQ0407
 NQ0407.The horizontal coordinates were scaled from a topographic map and have
 NQ0407.an estimated accuracy of +/- 6 seconds.
 NQ0407
 NQ0407.The orthometric height was determined by differential leveling
 NQ0407.and adjusted by the National Geodetic Survey in June 1991..
 NQ0407
 NQ0407.The geoid height was determined by GEOID03.
 NQ0407
 NQ0407.The dynamic height is computed by dividing the NAVD 88
 NQ0407.geopotential number by the normal gravity value computed on the
 NQ0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0407.degrees latitude (g = 980.6199 gals.).
 NQ0407
 NQ0407.The modeled gravity was interpolated from observed gravity values.
 NQ0407
 NQ0407;                    North         East    Units  Estimated Accuracy
 NQ0407;SPC WY E     -   199,130.      137,300.      MT  (+/- 180 meters Scaled)
 NQ0407
 NQ0407                          SUPERSEDED SURVEY CONTROL
 NQ0407
 NQ0407  NGVD 29 (??/??/92) 2239.305  (m)         7346.79   (f) ADJ UNCH    2 0
 NQ0407
 NQ0407.Superseded values are not recommended for survey control.
 NQ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0407.See file dsdata.txt to determine how the superseded data were derived.
 NQ0407
 NQ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG235824(NAD 83)
 NQ0407_MARKER: DB = BENCH MARK DISK
 NQ0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NQ0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NQ0407_STAMPING: Y 145 1959
 NQ0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NQ0407+STABILITY: SURFACE MOTION
 NQ0407
 NQ0407  HISTORY     - Date     Condition        Report By
 NQ0407  HISTORY     - 1959     MONUMENTED       CGS
 NQ0407
 NQ0407                          STATION DESCRIPTION
 NQ0407
 NQ0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NQ0407'9 MI SE FROM LITTLE MEDICINE.
 NQ0407'ABOUT 6.65 MILES SOUTHEAST ALONG A TRAIL ROAD FROM THE RANCH
 NQ0407'BUILDINGS AT LITTLE MEDICINE, THENCE ABOUT 2.4 MILES EAST-SOUTHEAST
 NQ0407'ALONG A GRADED DIRT ROAD WHICH IS COUNTY ROAD 619, 85 FEET
 NQ0407'NORTHEAST OF THE CENTER LINE OF THE ROAD, IN THE SOUTHEAST
 NQ0407'1/4 OF SECTION 22, T 27 N, R 76 W, 104 FEET EAST OF THE EAST
 NQ0407'END OF A CATTLE GUARD, 1 1/2 FEET SOUTH OF A FENCE, 1.5 FEET EAST
 NQ0407'OF A METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 NQ0407'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0313 ***********************************************************************
 NQ0313  DESIGNATION -  Y 15
 NQ0313  PID         -  NQ0313
 NQ0313  STATE/COUNTY-  WY/CONVERSE
 NQ0313  USGS QUAD   -  DOUGLAS (1974)
 NQ0313
 NQ0313                         *CURRENT SURVEY CONTROL
 NQ0313  ___________________________________________________________________
 NQ0313* NAD 83(1986)-  42 50 24.     (N)    105 26 54.     (W)     SCALED    
 NQ0313* NAVD 88     -      1483.020  (meters)    4865.54   (feet)  ADJUSTED  
 NQ0313  ___________________________________________________________________
 NQ0313  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 NQ0313  DYNAMIC HT  -        1482.089 (meters)    4862.49  (feet)  COMP
 NQ0313  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 NQ0313
 NQ0313  VERT ORDER  -  FIRST     CLASS II
 NQ0313
 NQ0313.The horizontal coordinates were scaled from a topographic map and have
 NQ0313.an estimated accuracy of +/- 6 seconds.
 NQ0313
 NQ0313.The orthometric height was determined by differential leveling
 NQ0313.and adjusted by the National Geodetic Survey in June 1991..
 NQ0313
 NQ0313.The geoid height was determined by GEOID03.
 NQ0313
 NQ0313.The dynamic height is computed by dividing the NAVD 88
 NQ0313.geopotential number by the normal gravity value computed on the
 NQ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0313.degrees latitude (g = 980.6199 gals.).
 NQ0313
 NQ0313.The modeled gravity was interpolated from observed gravity values.
 NQ0313
 NQ0313;                    North         East    Units  Estimated Accuracy
 NQ0313;SPC WY E     -   259,920.      176,980.      MT  (+/- 180 meters Scaled)
 NQ0313
 NQ0313                          SUPERSEDED SURVEY CONTROL
 NQ0313
 NQ0313  NGVD 29 (??/??/92) 1482.147  (m)         4862.68   (f) ADJ UNCH    1 2
 NQ0313
 NQ0313.Superseded values are not recommended for survey control.
 NQ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0313.See file dsdata.txt to determine how the superseded data were derived.
 NQ0313
 NQ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDH633431(NAD 83)
 NQ0313_MARKER: DB = BENCH MARK DISK
 NQ0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NQ0313_SP_SET: BRIDGE
 NQ0313_STAMPING: Y 15 1934
 NQ0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NQ0313
 NQ0313  HISTORY     - Date     Condition        Report By
 NQ0313  HISTORY     - 1934     MONUMENTED       CGS
 NQ0313
 NQ0313                          STATION DESCRIPTION
 NQ0313
 NQ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NQ0313'7 MI NW FROM DOUGLAS.
 NQ0313'ABOUT 7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 NQ0313'RAILROAD FROM THE STATION AT DOUGLAS, CONVERSE COUNTY, ABOUT
 NQ0313'2,070 FEET WEST OF MILEPOST 155, AT THE BRIDGE OVER NORTH
 NQ0313'PLATTE RIVER, IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT,
 NQ0313'3.5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1/2 FOOT LOWER THAN
 NQ0313'THE TRACK.  A STANDARD DISK, STAMPED Y 15 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0206 ***********************************************************************
 MQ0206  DESIGNATION -  Y 150
 MQ0206  PID         -  MQ0206
 MQ0206  STATE/COUNTY-  WY/SWEETWATER
 MQ0206  USGS QUAD   -  BAXTER (1978)
 MQ0206
 MQ0206                         *CURRENT SURVEY CONTROL
 MQ0206  ___________________________________________________________________
 MQ0206* NAD 83(1986)-  41 30 05.     (N)    109 00 15.     (W)     SCALED    
 MQ0206* NAVD 88     -      2016.434  (meters)    6615.58   (feet)  ADJUSTED  
 MQ0206  ___________________________________________________________________
 MQ0206  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 MQ0206  DYNAMIC HT  -        2014.723 (meters)    6609.97  (feet)  COMP
 MQ0206  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 MQ0206
 MQ0206  VERT ORDER  -  SECOND    CLASS 0
 MQ0206
 MQ0206.The horizontal coordinates were scaled from a topographic map and have
 MQ0206.an estimated accuracy of +/- 6 seconds.
 MQ0206
 MQ0206.The orthometric height was determined by differential leveling
 MQ0206.and adjusted by the National Geodetic Survey in June 1991..
 MQ0206
 MQ0206.The geoid height was determined by GEOID03.
 MQ0206
 MQ0206.The dynamic height is computed by dividing the NAVD 88
 MQ0206.geopotential number by the normal gravity value computed on the
 MQ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0206.degrees latitude (g = 980.6199 gals.).
 MQ0206
 MQ0206.The modeled gravity was interpolated from observed gravity values.
 MQ0206
 MQ0206;                    North         East    Units  Estimated Accuracy
 MQ0206;SPC WYWC     -   111,230.      578,780.      MT  (+/- 180 meters Scaled)
 MQ0206
 MQ0206                          SUPERSEDED SURVEY CONTROL
 MQ0206
 MQ0206  NGVD 29 (??/??/92) 2015.148  (m)         6611.36   (f) ADJ UNCH    2 0
 MQ0206
 MQ0206.Superseded values are not recommended for survey control.
 MQ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0206.See file dsdata.txt to determine how the superseded data were derived.
 MQ0206
 MQ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL665963(NAD 83)
 MQ0206_MARKER: DB = BENCH MARK DISK
 MQ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0206_STAMPING: Y 150 1962
 MQ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0206+STABILITY: SURFACE MOTION
 MQ0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0206+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0206
 MQ0206  HISTORY     - Date     Condition        Report By
 MQ0206  HISTORY     - 1962     MONUMENTED       CGS
 MQ0206  HISTORY     - 20011003 GOOD             WYHD
 MQ0206
 MQ0206                          STATION DESCRIPTION
 MQ0206
 MQ0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MQ0206'13.25 MI SE FROM ROCK SPRINGS.
 MQ0206'13.25 MILES SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE POST OFFICE AT
 MQ0206'ROCK SPRINGS, 108 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 129
 MQ0206'FEET SOUTHEAST OF THE SOUTHWEST END OF A 36-INCH PIPE CULVERT WITH A
 MQ0206'STONE HEAD WALL, 6.2 FEET NORTHWEST OF A WITNESS POST, ABOUT 6 FEET
 MQ0206'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 MQ0206'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 MQ0206
 MQ0206                          STATION RECOVERY (2001)
 MQ0206
 MQ0206'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0177 ***********************************************************************
 MR0177  DESIGNATION -  Y 151
 MR0177  PID         -  MR0177
 MR0177  STATE/COUNTY-  WY/UINTA
 MR0177  USGS QUAD   -  PORCUPINE RIDGE (1991)
 MR0177
 MR0177                         *CURRENT SURVEY CONTROL
 MR0177  ___________________________________________________________________
 MR0177* NAD 83(1986)-  41 02 21.     (N)    111 01 32.     (W)     SCALED    
 MR0177* NAVD 88     -      2173.610  (meters)    7131.25   (feet)  ADJUSTED  
 MR0177  ___________________________________________________________________
 MR0177  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 MR0177  DYNAMIC HT  -        2171.535 (meters)    7124.44  (feet)  COMP
 MR0177  MODELED GRAV-     979,591.3   (mgal)                       NAVD 88
 MR0177
 MR0177  VERT ORDER  -  SECOND    CLASS 0
 MR0177
 MR0177.The horizontal coordinates were scaled from a topographic map and have
 MR0177.an estimated accuracy of +/- 6 seconds.
 MR0177
 MR0177.The orthometric height was determined by differential leveling
 MR0177.and adjusted by the National Geodetic Survey in June 1991..
 MR0177
 MR0177.The geoid height was determined by GEOID03.
 MR0177
 MR0177.The dynamic height is computed by dividing the NAVD 88
 MR0177.geopotential number by the normal gravity value computed on the
 MR0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0177.degrees latitude (g = 980.6199 gals.).
 MR0177
 MR0177.The modeled gravity was interpolated from observed gravity values.
 MR0177
 MR0177;                    North         East    Units  Estimated Accuracy
 MR0177;SPC WY W     -   160,300.      720,780.      MT  (+/- 180 meters Scaled)
 MR0177
 MR0177                          SUPERSEDED SURVEY CONTROL
 MR0177
 MR0177  NGVD 29 (??/??/92) 2172.202  (m)         7126.63   (f) ADJ UNCH    2 0
 MR0177
 MR0177.Superseded values are not recommended for survey control.
 MR0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0177.See file dsdata.txt to determine how the superseded data were derived.
 MR0177
 MR0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TVL978431(NAD 83)
 MR0177_MARKER: DB = BENCH MARK DISK
 MR0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0177_STAMPING: Y 151 1962
 MR0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0177+STABILITY: SURFACE MOTION
 MR0177
 MR0177  HISTORY     - Date     Condition        Report By
 MR0177  HISTORY     - 1962     MONUMENTED       CGS
 MR0177
 MR0177                          STATION DESCRIPTION
 MR0177
 MR0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0177'27.8 MI S FROM EVANSTON.
 MR0177'19.8 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0177'OF U.S. HIGHWAY 189 AT EVANSTON, THENCE 8.0 MILES WEST ALONG A DIRT
 MR0177'ROAD, AT THE JUNCTION OF A TRACK ROAD, AT THE SOUTH END OF A SHARP
 MR0177'TURN, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET WEST OF THE
 MR0177'WEST END OF A GATE ACROSS THE ROAD, 30 FEET SOUTHWEST OF THE CENTER
 MR0177'LINE OF THE TRACK ROAD, 1.5 FEET NORTH OF A FENCE, 2.0 FEET EAST OF A
 MR0177'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 MR0177'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0539 ***********************************************************************
 MQ0539  DESIGNATION -  Y 152 RESET
 MQ0539  PID         -  MQ0539
 MQ0539  STATE/COUNTY-  WY/SWEETWATER
 MQ0539  USGS QUAD   -  SCRIVNER BUTTE (1963)
 MQ0539
 MQ0539                         *CURRENT SURVEY CONTROL
 MQ0539  ___________________________________________________________________
 MQ0539* NAD 83(1986)-  41 00 32.     (N)    108 47 41.     (W)     SCALED    
 MQ0539* NAVD 88     -      2112.25   (meters)    6929.9    (feet)  RESET     
 MQ0539  ___________________________________________________________________
 MQ0539  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 MQ0539
 MQ0539  VERT ORDER  -  THIRD
 MQ0539
 MQ0539.The horizontal coordinates were scaled from a topographic map and have
 MQ0539.an estimated accuracy of +/- 6 seconds.
 MQ0539
 MQ0539.The orthometric height was computed from unverified reset data.
 MQ0539
 MQ0539.The geoid height was determined by GEOID03.
 MQ0539
 MQ0539;                    North         East    Units  Estimated Accuracy
 MQ0539;SPC WYWC     -    56,510.      596,240.      MT  (+/- 180 meters Scaled)
 MQ0539
 MQ0539                          SUPERSEDED SURVEY CONTROL
 MQ0539
 MQ0539  NGVD 29 (03/28/06) 2110.89   (m)         6925.5    (f) RESET       3  
 MQ0539
 MQ0539.Superseded values are not recommended for survey control.
 MQ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0539.See file dsdata.txt to determine how the superseded data were derived.
 MQ0539
 MQ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL854420(NAD 83)
 MQ0539_MARKER: DV = VERTICAL CONTROL DISK
 MQ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0539_SP_SET: CONCRETE POST
 MQ0539_STAMPING: Y 152 RESET 1982
 MQ0539_MARK LOGO: NGS   
 MQ0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0539+STABILITY: SURFACE MOTION
 MQ0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0539+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 MQ0539
 MQ0539  HISTORY     - Date     Condition        Report By
 MQ0539  HISTORY     - 1982     MONUMENTED       NGS
 MQ0539  HISTORY     - 20011003 GOOD             WYHD
 MQ0539
 MQ0539                          STATION DESCRIPTION
 MQ0539
 MQ0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 MQ0539'IT IS 83.8 KM (52.1 MI) SOUTHEAST ALONG STATE HIGHWAY 430 FROM THE
 MQ0539'POST OFFICE AT ROCK SPRINGS, THEN 3.6 KM (2.2 MI) SOUTH ALONG A DIRT
 MQ0539'ROAD GOING TO THE WYOMING-COLORADO STATE LINE WHICH WILL SOON BE
 MQ0539'PAVED.  IT IS 1.1 KM (0.7 MI) SOUTH OF A BRIDGE, 44.5 METERS EAST FROM
 MQ0539'THE CENTER OF A DIRT ROAD AND 14.9 METERS EAST FROM AN OLD FENCE
 MQ0539'LINE.
 MQ0539
 MQ0539                          STATION RECOVERY (2001)
 MQ0539
 MQ0539'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 MQ0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0170 ***********************************************************************
 MR0170  DESIGNATION -  Y 153
 MR0170  PID         -  MR0170
 MR0170  STATE/COUNTY-  WY/UINTA
 MR0170  USGS QUAD   -  SULPHUR CREEK RESERVOIR (1978)
 MR0170
 MR0170                         *CURRENT SURVEY CONTROL
 MR0170  ___________________________________________________________________
 MR0170* NAD 83(1986)-  41 09 52.     (N)    110 50 10.     (W)     SCALED    
 MR0170* NAVD 88     -      2210.408  (meters)    7251.98   (feet)  ADJUSTED  
 MR0170  ___________________________________________________________________
 MR0170  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 MR0170  DYNAMIC HT  -        2208.329 (meters)    7245.16  (feet)  COMP
 MR0170  MODELED GRAV-     979,603.9   (mgal)                       NAVD 88
 MR0170
 MR0170  VERT ORDER  -  SECOND    CLASS 0
 MR0170
 MR0170.The horizontal coordinates were scaled from a topographic map and have
 MR0170.an estimated accuracy of +/- 6 seconds.
 MR0170
 MR0170.The orthometric height was determined by differential leveling
 MR0170.and adjusted by the National Geodetic Survey in June 1991..
 MR0170
 MR0170.The geoid height was determined by GEOID03.
 MR0170
 MR0170.The dynamic height is computed by dividing the NAVD 88
 MR0170.geopotential number by the normal gravity value computed on the
 MR0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0170.degrees latitude (g = 980.6199 gals.).
 MR0170
 MR0170.The modeled gravity was interpolated from observed gravity values.
 MR0170
 MR0170;                    North         East    Units  Estimated Accuracy
 MR0170;SPC WY W     -   174,060.      736,830.      MT  (+/- 180 meters Scaled)
 MR0170
 MR0170                          SUPERSEDED SURVEY CONTROL
 MR0170
 MR0170  NGVD 29 (??/??/92) 2208.977  (m)         7247.29   (f) ADJ UNCH    2 0
 MR0170
 MR0170.Superseded values are not recommended for survey control.
 MR0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0170.See file dsdata.txt to determine how the superseded data were derived.
 MR0170
 MR0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWL137570(NAD 83)
 MR0170_MARKER: DB = BENCH MARK DISK
 MR0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MR0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MR0170_STAMPING: Y 153 1962
 MR0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MR0170+STABILITY: SURFACE MOTION
 MR0170
 MR0170  HISTORY     - Date     Condition        Report By
 MR0170  HISTORY     - 1962     MONUMENTED       CGS
 MR0170
 MR0170                          STATION DESCRIPTION
 MR0170
 MR0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 MR0170'11.3 MI SE FROM EVANSTON.
 MR0170'10.2 MILES SOUTHEAST ALONG STATE SECONDARY ROAD 2100 FROM THE JUNCTION
 MR0170'OF U.S. HIGHWAY 189 AT EVANSTON, THENCE 0.15 MILE EAST-SOUTHEAST ALONG
 MR0170'A DIRT ROAD, THENCE 0.95 MILE NORTHEAST ALONG A DIRT ROAD, 0.2 MILE
 MR0170'NORTHEAST OF THE JUNCTION OF A TRACK ROAD EAST, 41 FEET NORTHWEST OF
 MR0170'THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTHWEST OF A WITNESS POST,
 MR0170'ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 MR0170'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PY0111 ***********************************************************************
 PY0111  DESIGNATION -  Y 157
 PY0111  PID         -  PY0111
 PY0111  STATE/COUNTY-  WY/PARK
 PY0111  USGS QUAD   -  NORRIS JUNCTION (1986)
 PY0111
 PY0111                         *CURRENT SURVEY CONTROL
 PY0111  ___________________________________________________________________
 PY0111* NAD 83(1986)-  44 44 41.     (N)    110 42 50.     (W)     SCALED    
 PY0111* NAVD 88     -      2312.822  (meters)    7587.98   (feet)  ADJUSTED  
 PY0111  ___________________________________________________________________
 PY0111  GEOID HEIGHT-          -8.52  (meters)                     GEOID03
 PY0111  DYNAMIC HT  -        2311.412 (meters)    7583.36  (feet)  COMP
 PY0111  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 PY0111
 PY0111  VERT ORDER  -  FIRST     CLASS II
 PY0111
 PY0111.The horizontal coordinates were scaled from a topographic map and have
 PY0111.an estimated accuracy of +/- 6 seconds.
 PY0111
 PY0111.The orthometric height was determined by differential leveling
 PY0111.and adjusted by the National Geodetic Survey in June 1991..
 PY0111
 PY0111.The geoid height was determined by GEOID03.
 PY0111
 PY0111.The dynamic height is computed by dividing the NAVD 88
 PY0111.geopotential number by the normal gravity value computed on the
 PY0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PY0111.degrees latitude (g = 980.6199 gals.).
 PY0111
 PY0111.The modeled gravity was interpolated from observed gravity values.
 PY0111
 PY0111;                    North         East    Units  Estimated Accuracy
 PY0111;SPC WYWC     -   473,370.      444,480.      MT  (+/- 180 meters Scaled)
 PY0111
 PY0111                          SUPERSEDED SURVEY CONTROL
 PY0111
 PY0111  NGVD 29 (08/20/92) 2311.501  (m)         7583.65   (f) ADJUSTED    1 2
 PY0111
 PY0111.Superseded values are not recommended for survey control.
 PY0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PY0111.See file dsdata.txt to determine how the superseded data were derived.
 PY0111
 PY0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWQ226546(NAD 83)
 PY0111_MARKER: DB = BENCH MARK DISK
 PY0111_SETTING: 66 = SET IN ROCK OUTCROP
 PY0111_SP_SET: BEDROCK
 PY0111_STAMPING: Y 157 1960
 PY0111_MARK LOGO: CGS   
 PY0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PY0111+STABILITY: POSITION/ELEVATION WELL
 PY0111
 PY0111  HISTORY     - Date     Condition        Report By
 PY0111  HISTORY     - 1960     MONUMENTED       CGS
 PY0111  HISTORY     - 1983     GOOD             NGS
 PY0111  HISTORY     - 1987     GOOD             NGS
 PY0111
 PY0111                          STATION DESCRIPTION
 PY0111
 PY0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 PY0111'1.95 MI N FROM NORRIS.
 PY0111'ABOUT 1.95 MILES NORTH ALONG THE NORRIS JUNCTION-MAMMOTH HOT SPRINGS
 PY0111'HIGHWAY FROM THE MUSEUM BUILDING AT NORRIS, 0.1 MILE NORTH OF A
 PY0111'PARKING AREA ON THE SOUTHWEST SIDE OF A CURVE IN THE HIGHWAY, ON THE
 PY0111'NORTHEAST SLOPE OF A HILL, 0.8 MILE SOUTH OF FRYING PAN SPRINGS, SET
 PY0111'IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 5 INCHES ABOVE THE GROUND
 PY0111'ON THE NORTHEAST SIDE, 56 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 PY0111'72 1/2 FEET SOUTHWEST OF THE WEST END OF A CORRUGATED CULVERT AND
 PY0111'HEADWALL, AND ABOUT 4 FEET ABOVE THE HIGHWAY.
 PY0111
 PY0111                          STATION RECOVERY (1983)
 PY0111
 PY0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PY0111'RECOVERED IN GOOD CONDITION.
 PY0111
 PY0111                          STATION RECOVERY (1987)
 PY0111
 PY0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PY0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0366 ***********************************************************************
 PW0366  DESIGNATION -  Y 159
 PW0366  PID         -  PW0366
 PW0366  STATE/COUNTY-  WY/BIG HORN
 PW0366  USGS QUAD   -  BLACK MOUNTAIN (1993)
 PW0366
 PW0366                         *CURRENT SURVEY CONTROL
 PW0366  ___________________________________________________________________
 PW0366* NAD 83(1986)-  44 34 01.     (N)    107 42 38.     (W)     SCALED    
 PW0366* NAVD 88     -      1338.398  (meters)    4391.06   (feet)  ADJUSTED  
 PW0366  ___________________________________________________________________
 PW0366  GEOID HEIGHT-         -10.01  (meters)                     GEOID03
 PW0366  DYNAMIC HT  -        1337.836 (meters)    4389.22  (feet)  COMP
 PW0366  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 PW0366
 PW0366  VERT ORDER  -  SECOND    CLASS 0
 PW0366
 PW0366.The horizontal coordinates were scaled from a topographic map and have
 PW0366.an estimated accuracy of +/- 6 seconds.
 PW0366
 PW0366.The orthometric height was determined by differential leveling
 PW0366.and adjusted by the National Geodetic Survey in June 1991..
 PW0366
 PW0366.The geoid height was determined by GEOID03.
 PW0366
 PW0366.The dynamic height is computed by dividing the NAVD 88
 PW0366.geopotential number by the normal gravity value computed on the
 PW0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0366.degrees latitude (g = 980.6199 gals.).
 PW0366
 PW0366.The modeled gravity was interpolated from observed gravity values.
 PW0366
 PW0366;                    North         East    Units  Estimated Accuracy
 PW0366;SPC WYEC     -   551,810.      370,040.      MT  (+/- 180 meters Scaled)
 PW0366
 PW0366                          SUPERSEDED SURVEY CONTROL
 PW0366
 PW0366  NGVD 29 (??/??/92) 1337.565  (m)         4388.33   (f) ADJ UNCH    2 0
 PW0366
 PW0366.Superseded values are not recommended for survey control.
 PW0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0366.See file dsdata.txt to determine how the superseded data were derived.
 PW0366
 PW0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBK847384(NAD 83)
 PW0366_MARKER: DB = BENCH MARK DISK
 PW0366_SETTING: 66 = SET IN ROCK OUTCROP
 PW0366_SP_SET: OUTCROP
 PW0366_STAMPING: Y 159 1966
 PW0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0366+STABILITY: POSITION/ELEVATION WELL
 PW0366
 PW0366  HISTORY     - Date     Condition        Report By
 PW0366  HISTORY     - 1966     MONUMENTED       CGS
 PW0366
 PW0366                          STATION DESCRIPTION
 PW0366
 PW0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0366'4.2 MI NE FROM SHELL.
 PW0366'4.2 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0366'SHELL, 0.2 MILE SOUTHWEST OF A CONCRETE BRIDGE OVER SHELL CREEK, 0.15
 PW0366'MILE SOUTHWEST OF WAGON WHEEL MOTEL AND SERVICE STATION, AT THE
 PW0366'NORTHEAST END OF A CURVE, IN THE TOP OF A LARGE OUTCROP WHICH PROJECTS
 PW0366'ABOUT 3 1/2 FEET, 58 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 PW0366'52 FEET NORTH OF A POWER POLE, 2.9 FEET SOUTHWEST OF A WITNESS POST,
 PW0366'AND ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0006 ***********************************************************************
 NR0006  DESIGNATION -  Y 16
 NR0006  PID         -  NR0006
 NR0006  STATE/COUNTY-  WY/NATRONA
 NR0006  USGS QUAD   -  BROOKHURST (1984)
 NR0006
 NR0006                         *CURRENT SURVEY CONTROL
 NR0006  ___________________________________________________________________
 NR0006* NAD 83(1993)-  42 51 25.72494(N)    106 14 14.29169(W)     ADJUSTED  
 NR0006* NAVD 88     -      1559.955  (meters)    5117.95   (feet)  ADJUSTED  
 NR0006  ___________________________________________________________________
 NR0006  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 NR0006  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 NR0006  DYNAMIC HT  -        1558.979 (meters)    5114.75  (feet)  COMP
 NR0006  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 NR0006
 NR0006  HORZ ORDER  -  SECOND
 NR0006  VERT ORDER  -  FIRST     CLASS II
 NR0006
 NR0006.The horizontal coordinates were established by classical geodetic methods
 NR0006.and adjusted by the National Geodetic Survey in January 1997..
 NR0006
 NR0006.The orthometric height was determined by differential leveling
 NR0006.and adjusted by the National Geodetic Survey in June 1991..
 NR0006
 NR0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 NR0006
 NR0006.The geoid height was determined by GEOID03.
 NR0006
 NR0006.The dynamic height is computed by dividing the NAVD 88
 NR0006.geopotential number by the normal gravity value computed on the
 NR0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0006.degrees latitude (g = 980.6199 gals.).
 NR0006
 NR0006.The modeled gravity was interpolated from observed gravity values.
 NR0006
 NR0006;                    North         East     Units Scale Factor Converg.
 NR0006;SPC WYEC     -   362,367.672   489,572.938   MT  1.00003617   +0 44 43.9
 NR0006;SPC WY E     -   262,340.979   112,502.362   MT  1.00003165   -0 43 41.8
 NR0006;UTM  13      - 4,745,693.722   398,915.529   MT  0.99972571   -0 50 29.9
 NR0006
 NR0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NR0006!SPC WYEC     -   0.99975749  x   1.00003617  =   0.99979365
 NR0006!SPC WY E     -   0.99975749  x   1.00003165  =   0.99978913
 NR0006!UTM  13      -   0.99975749  x   0.99972571  =   0.99948327
 NR0006
 NR0006                          SUPERSEDED SURVEY CONTROL
 NR0006
 NR0006  NAD 83(1986)-  42 51 25.71066(N)    106 14 14.27103(W) AD(       ) 2
 NR0006  NAD 27      -  42 51 25.83600(N)    106 14 12.19000(W) AD(       ) 2
 NR0006  NGVD 29 (??/??/92) 1559.073  (m)         5115.06   (f) ADJ UNCH    1 2
 NR0006
 NR0006.Superseded values are not recommended for survey control.
 NR0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0006.See file dsdata.txt to determine how the superseded data were derived.
 NR0006
 NR0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH9891645694(NAD 83)
 NR0006_MARKER: DB = BENCH MARK DISK
 NR0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0006_STAMPING: Y 16 1934
 NR0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0006+STABILITY: SURFACE MOTION
 NR0006
 NR0006  HISTORY     - Date     Condition        Report By
 NR0006  HISTORY     - 1934     MONUMENTED       CGS
 NR0006  HISTORY     - 1948     GOOD             CGS
 NR0006  HISTORY     - 1948     GOOD             NGS
 NR0006
 NR0006                          STATION DESCRIPTION
 NR0006
 NR0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0006'4.5 MI E FROM CASPER.
 NR0006'ABOUT 4.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 NR0006'FROM THE STATION AT CASPER, NATRONA COUNTY, ABOUT 650 FEET EAST OF THE
 NR0006'STATION SIGN AT BROOKHURST, ABOUT 0.3 MILE EAST OF MILEPOST 198, NEAR
 NR0006'THE INTERSECTION OF A FENCE SURROUNDING OIL COMPANY BUILDINGS AND THE
 NR0006'RAILROAD RIGHT-OF-WAY FENCE, 92 FEET SOUTH OF THE SOUTH RAIL, AND 6.0
 NR0006'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Y 16
 NR0006'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NR0006
 NR0006                          STATION RECOVERY (1948)
 NR0006
 NR0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 NR0006'THE STATION IS LOCATED IN T.33 N., R.78 W., ON THE LOW FLAT
 NR0006'AREA SOUTH OF THE NORTH PLATTE RIVER IN THE RIGHT OF WAY OF
 NR0006'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, ABOUT 5 MILES
 NR0006'AIRLINE EAST OF CASPER.
 NR0006'
 NR0006'REFERENCE MARK NO. 3 IS A U.S.C. AND G.S. BENCH MARK SET IN A
 NR0006'6 X 6 INCH CONCRETE POST 90 FEET SOUTH OF THE SOUTH RAIL OF THE
 NR0006'CHICAGO, BURLINGTON AND QUINCY RAILROAD AND 6 FEET NORTH OF
 NR0006'THE RIGHT OF WAY FENCE.  IT PROJECTS 8 INCHES AND IS STAMPED,
 NR0006'Y 16 1934.
 NR0006
 NR0006                          STATION RECOVERY (1948)
 NR0006
 NR0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 NR0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0396 ***********************************************************************
 PW0396  DESIGNATION -  Y 160
 PW0396  PID         -  PW0396
 PW0396  STATE/COUNTY-  WY/BIG HORN
 PW0396  USGS QUAD   -  GRANITE PASS (1993)
 PW0396
 PW0396                         *CURRENT SURVEY CONTROL
 PW0396  ___________________________________________________________________
 PW0396* NAD 83(1986)-  44 37 52.     (N)    107 30 03.     (W)     SCALED    
 PW0396* NAVD 88     -      2715.646  (meters)    8909.58   (feet)  ADJUSTED  
 PW0396  ___________________________________________________________________
 PW0396  GEOID HEIGHT-          -8.64  (meters)                     GEOID03
 PW0396  DYNAMIC HT  -        2714.115 (meters)    8904.56  (feet)  COMP
 PW0396  MODELED GRAV-     979,951.8   (mgal)                       NAVD 88
 PW0396
 PW0396  VERT ORDER  -  SECOND    CLASS 0
 PW0396
 PW0396.The horizontal coordinates were scaled from a topographic map and have
 PW0396.an estimated accuracy of +/- 6 seconds.
 PW0396
 PW0396.The orthometric height was determined by differential leveling
 PW0396.and adjusted by the National Geodetic Survey in June 1991..
 PW0396
 PW0396.The geoid height was determined by GEOID03.
 PW0396
 PW0396.The dynamic height is computed by dividing the NAVD 88
 PW0396.geopotential number by the normal gravity value computed on the
 PW0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0396.degrees latitude (g = 980.6199 gals.).
 PW0396
 PW0396.The modeled gravity was interpolated from observed gravity values.
 PW0396
 PW0396;                    North         East    Units  Estimated Accuracy
 PW0396;SPC WYEC     -   558,890.      386,710.      MT  (+/- 180 meters Scaled)
 PW0396
 PW0396                          SUPERSEDED SURVEY CONTROL
 PW0396
 PW0396  NGVD 29 (??/??/92) 2714.629  (m)         8906.25   (f) ADJ UNCH    2 0
 PW0396
 PW0396.Superseded values are not recommended for survey control.
 PW0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0396.See file dsdata.txt to determine how the superseded data were derived.
 PW0396
 PW0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK016450(NAD 83)
 PW0396_MARKER: DB = BENCH MARK DISK
 PW0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0396_STAMPING: Y 160 1966
 PW0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0396+STABILITY: SURFACE MOTION
 PW0396
 PW0396  HISTORY     - Date     Condition        Report By
 PW0396  HISTORY     - 1966     MONUMENTED       CGS
 PW0396
 PW0396                          STATION DESCRIPTION
 PW0396
 PW0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0396'21.95 MI NE FROM SHELL.
 PW0396'21.95 MILES NORTHEAST ALONG U.S. HIGHWAY 14 FROM THE GENERAL STORE AT
 PW0396'SHELL, 0.15 MILE NORTHEAST OF A SPRING, AT THE JUNCTION OF A DIRT ROAD
 PW0396'SOUTHEAST, 119 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 PW0396'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 48 FEET SOUTH OF THE SOUTH
 PW0396'END OF A GATE ACROSS THE ROAD, 1.8 FEET WEST OF A FENCE, 1.6 FEET
 PW0396'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 PW0396'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0242 ***********************************************************************
 PW0242  DESIGNATION -  Y 161
 PW0242  PID         -  PW0242
 PW0242  STATE/COUNTY-  WY/SHERIDAN
 PW0242  USGS QUAD   -  DAYTON SOUTH (1993)
 PW0242
 PW0242                         *CURRENT SURVEY CONTROL
 PW0242  ___________________________________________________________________
 PW0242* NAD 83(1986)-  44 48 11.     (N)    107 21 57.     (W)     SCALED    
 PW0242* NAVD 88     -      2210.295  (meters)    7251.61   (feet)  ADJUSTED  
 PW0242  ___________________________________________________________________
 PW0242  GEOID HEIGHT-         -10.37  (meters)                     GEOID03
 PW0242  DYNAMIC HT  -        2209.237 (meters)    7248.14  (feet)  COMP
 PW0242  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 PW0242
 PW0242  VERT ORDER  -  SECOND    CLASS 0
 PW0242
 PW0242.The horizontal coordinates were scaled from a topographic map and have
 PW0242.an estimated accuracy of +/- 6 seconds.
 PW0242
 PW0242.The orthometric height was determined by differential leveling
 PW0242.and adjusted by the National Geodetic Survey in June 1991..
 PW0242
 PW0242.The geoid height was determined by GEOID03.
 PW0242
 PW0242.The dynamic height is computed by dividing the NAVD 88
 PW0242.geopotential number by the normal gravity value computed on the
 PW0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0242.degrees latitude (g = 980.6199 gals.).
 PW0242
 PW0242.The modeled gravity was interpolated from observed gravity values.
 PW0242
 PW0242;                    North         East    Units  Estimated Accuracy
 PW0242;SPC WYEC     -   577,980.      397,430.      MT  (+/- 180 meters Scaled)
 PW0242
 PW0242                          SUPERSEDED SURVEY CONTROL
 PW0242
 PW0242  NGVD 29 (??/??/92) 2209.404  (m)         7248.69   (f) ADJ UNCH    2 0
 PW0242
 PW0242.Superseded values are not recommended for survey control.
 PW0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0242.See file dsdata.txt to determine how the superseded data were derived.
 PW0242
 PW0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCK128637(NAD 83)
 PW0242_MARKER: DB = BENCH MARK DISK
 PW0242_SETTING: 66 = SET IN ROCK OUTCROP
 PW0242_SP_SET: GRANITE OUTCROP
 PW0242_STAMPING: Y 161 1966
 PW0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PW0242+STABILITY: POSITION/ELEVATION WELL
 PW0242
 PW0242  HISTORY     - Date     Condition        Report By
 PW0242  HISTORY     - 1966     MONUMENTED       CGS
 PW0242
 PW0242                          STATION DESCRIPTION
 PW0242
 PW0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0242'12.95 MI SW FROM DAYTON.
 PW0242'12.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 14 FROM THE POST OFFICE AT
 PW0242'DAYTON, 215 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT
 PW0242'ROAD SOUTHEAST, IN THE TOP OF THE NORTH END OF A MASSIVE GRANITE
 PW0242'OUTCROP PROJECTING ABOUT 2 FEET, 210 FEET SOUTH OF THE CENTER LINE OF
 PW0242'THE HIGHWAY, 145 1/2 FEET SOUTH OF THE SOUTH ONE OF TWO POST
 PW0242'SUPPORTING A TONGUE RIVER GAME WINTER RANGE SIGN, 16.0 FEET SOUTH OF A
 PW0242'WITNESS POST, AND ABOUT 18 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0304 ***********************************************************************
 PW0304  DESIGNATION -  Y 162
 PW0304  PID         -  PW0304
 PW0304  STATE/COUNTY-  WY/WASHAKIE
 PW0304  USGS QUAD   -  TEN SLEEP (1976)
 PW0304
 PW0304                         *CURRENT SURVEY CONTROL
 PW0304  ___________________________________________________________________
 PW0304* NAD 83(1986)-  44 01 46.     (N)    107 27 06.     (W)     SCALED    
 PW0304* NAVD 88     -      1344.614  (meters)    4411.45   (feet)  ADJUSTED  
 PW0304  ___________________________________________________________________
 PW0304  GEOID HEIGHT-         -10.86  (meters)                     GEOID03
 PW0304  DYNAMIC HT  -        1344.030 (meters)    4409.54  (feet)  COMP
 PW0304  MODELED GRAV-     980,137.2   (mgal)                       NAVD 88
 PW0304
 PW0304  VERT ORDER  -  SECOND    CLASS 0
 PW0304
 PW0304.The horizontal coordinates were scaled from a topographic map and have
 PW0304.an estimated accuracy of +/- 6 seconds.
 PW0304
 PW0304.The orthometric height was determined by differential leveling
 PW0304.and adjusted by the National Geodetic Survey in June 1991..
 PW0304
 PW0304.The geoid height was determined by GEOID03.
 PW0304
 PW0304.The dynamic height is computed by dividing the NAVD 88
 PW0304.geopotential number by the normal gravity value computed on the
 PW0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0304.degrees latitude (g = 980.6199 gals.).
 PW0304
 PW0304.The modeled gravity was interpolated from observed gravity values.
 PW0304
 PW0304;                    North         East    Units  Estimated Accuracy
 PW0304;SPC WYEC     -   492,030.      390,510.      MT  (+/- 180 meters Scaled)
 PW0304
 PW0304                          SUPERSEDED SURVEY CONTROL
 PW0304
 PW0304  NGVD 29 (??/??/92) 1343.87   (m)         4409.0    (f) COMPUTED    2 0
 PW0304
 PW0304.Superseded values are not recommended for survey control.
 PW0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0304.See file dsdata.txt to determine how the superseded data were derived.
 PW0304
 PW0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ035780(NAD 83)
 PW0304_MARKER: DB = BENCH MARK DISK
 PW0304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PW0304_SP_SET: ABUTMENT
 PW0304_STAMPING: Y 162 1966
 PW0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PW0304
 PW0304  HISTORY     - Date     Condition        Report By
 PW0304  HISTORY     - 1966     MONUMENTED       CGS
 PW0304
 PW0304                          STATION DESCRIPTION
 PW0304
 PW0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 PW0304'0.3 MI S FROM TEN SLEEP.
 PW0304'0.3 MILE SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY 16
 PW0304'AT TEN SLEEP, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 PW0304'CONCRETE ABUTMENT OF A STEEL TRUSS BRIDGE OVER A CREEK, 10 FEET
 PW0304'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER
 PW0304'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0088 ***********************************************************************
 OV0088  DESIGNATION -  Y 163 RESET
 OV0088  PID         -  OV0088
 OV0088  STATE/COUNTY-  WY/WASHAKIE
 OV0088  USGS QUAD   -  BIG TRAILS (1976)
 OV0088
 OV0088                         *CURRENT SURVEY CONTROL
 OV0088  ___________________________________________________________________
 OV0088* NAD 83(1986)-  43 51 26.     (N)    107 21 34.     (W)     SCALED    
 OV0088* NAVD 88     -      1424.95   (+/-2cm)    4675.0    (feet)  VERTCON   
 OV0088  ___________________________________________________________________
 OV0088  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 OV0088
 OV0088  VERT ORDER  -  THIRD (See Below)
 OV0088
 OV0088.The horizontal coordinates were scaled from a topographic map and have
 OV0088.an estimated accuracy of +/- 6 seconds.
 OV0088
 OV0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 OV0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OV0088.The vertical order pertains to the NGVD 29 superseded value.
 OV0088
 OV0088.The geoid height was determined by GEOID03.
 OV0088
 OV0088;                    North         East    Units  Estimated Accuracy
 OV0088;SPC WYEC     -   472,890.      397,900.      MT  (+/- 180 meters Scaled)
 OV0088
 OV0088                          SUPERSEDED SURVEY CONTROL
 OV0088
 OV0088  NGVD 29 (03/28/06) 1424.16   (m)         4672.4    (f) RESET       3  
 OV0088
 OV0088.Superseded values are not recommended for survey control.
 OV0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0088.See file dsdata.txt to determine how the superseded data were derived.
 OV0088
 OV0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ103587(NAD 83)
 OV0088_MARKER: DB = BENCH MARK DISK
 OV0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0088_STAMPING: Y 163 RESET 1967
 OV0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0088+STABILITY: SURFACE MOTION
 OV0088
 OV0088  HISTORY     - Date     Condition        Report By
 OV0088  HISTORY     - 1967     MONUMENTED       WYHD
 OV0088  HISTORY     - 1968     GOOD             WYHD
 OV0088
 OV0088                          STATION DESCRIPTION
 OV0088
 OV0088'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1968
 OV0088'13.95 MI S FROM TEN SLEEP.
 OV0088'13.95 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0088'16 AT TEN SLEEP, 0.15 MILES SOUTH OF THE CROSSING OF A DEEP WASH, 148
 OV0088'FEET EAST OF THE CENTER LINE OF THE ROAD, BELIEVED TO BE SET IN THE
 OV0088'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0115 ***********************************************************************
 OV0115  DESIGNATION -  Y 164
 OV0115  PID         -  OV0115
 OV0115  STATE/COUNTY-  WY/WASHAKIE
 OV0115  USGS QUAD   -  LIGHTNING RIDGE (1967)
 OV0115
 OV0115                         *CURRENT SURVEY CONTROL
 OV0115  ___________________________________________________________________
 OV0115* NAD 83(1986)-  43 37 38.     (N)    107 24 18.     (W)     SCALED    
 OV0115* NAVD 88     -      1610.030  (meters)    5282.24   (feet)  ADJUSTED  
 OV0115  ___________________________________________________________________
 OV0115  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 OV0115  DYNAMIC HT  -        1609.171 (meters)    5279.42  (feet)  COMP
 OV0115  MODELED GRAV-     980,028.6   (mgal)                       NAVD 88
 OV0115
 OV0115  VERT ORDER  -  SECOND    CLASS 0
 OV0115
 OV0115.The horizontal coordinates were scaled from a topographic map and have
 OV0115.an estimated accuracy of +/- 6 seconds.
 OV0115
 OV0115.The orthometric height was determined by differential leveling
 OV0115.and adjusted by the National Geodetic Survey in June 1991..
 OV0115
 OV0115.The geoid height was determined by GEOID03.
 OV0115
 OV0115.The dynamic height is computed by dividing the NAVD 88
 OV0115.geopotential number by the normal gravity value computed on the
 OV0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0115.degrees latitude (g = 980.6199 gals.).
 OV0115
 OV0115.The modeled gravity was interpolated from observed gravity values.
 OV0115
 OV0115;                    North         East    Units  Estimated Accuracy
 OV0115;SPC WYEC     -   447,340.      394,220.      MT  (+/- 180 meters Scaled)
 OV0115
 OV0115                          SUPERSEDED SURVEY CONTROL
 OV0115
 OV0115  NGVD 29 (??/??/92) 1609.174  (m)         5279.43   (f) ADJ UNCH    2 0
 OV0115
 OV0115.Superseded values are not recommended for survey control.
 OV0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0115.See file dsdata.txt to determine how the superseded data were derived.
 OV0115
 OV0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ059332(NAD 83)
 OV0115_MARKER: DB = BENCH MARK DISK
 OV0115_SETTING: 66 = SET IN ROCK OUTCROP
 OV0115_SP_SET: OUTCROP
 OV0115_STAMPING: Y 164 1966
 OV0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0115+STABILITY: POSITION/ELEVATION WELL
 OV0115
 OV0115  HISTORY     - Date     Condition        Report By
 OV0115  HISTORY     - 1966     MONUMENTED       CGS
 OV0115
 OV0115                          STATION DESCRIPTION
 OV0115
 OV0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OV0115'36.25 MI S FROM TEN SLEEP.
 OV0115'36.25 MILES SOUTH ALONG NOWOOD ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 OV0115'16 AT TEN SLEEP, 0.3 MILE NORTH OF A METAL BUILDING, AT THE CREST OF A
 OV0115'HILL, IN THE TOP OF AN OUTCROP PROJECTING ABOUT 1 FOOT, 84 FEET EAST
 OV0115'OF THE CENTER LINE OF THE ROAD, 71 FEET SOUTH OF A FENCE CORNER, 4.2
 OV0115'FEET EAST OF A WINTESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NQ0189 ***********************************************************************
 NQ0189  DESIGNATION -  Y 165
 NQ0189  PID         -  NQ0189
 NQ0189  STATE/COUNTY-  WY/PLATTE
 NQ0189  USGS QUAD   -  WHEATLAND (1990)
 NQ0189
 NQ0189                         *CURRENT SURVEY CONTROL
 NQ0189  ___________________________________________________________________
 NQ0189* NAD 83(1986)-  42 02 16.     (N)    104 58 56.     (W)     SCALED    
 NQ0189* NAVD 88     -      1479.300  (meters)    4853.34   (feet)  ADJUSTED  
 NQ0189  ___________________________________________________________________
 NQ0189  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 NQ0189  DYNAMIC HT  -        1478.324 (meters)    4850.13  (feet)  COMP
 NQ0189  MODELED GRAV-     979,910.1   (mgal)                       NAVD 88
 NQ0189
 NQ0189  VERT ORDER  -  SECOND    CLASS 0
 NQ0189
 NQ0189.The horizontal coordinates were scaled from a topographic map and have
 NQ0189.an estimated accuracy of +/- 6 seconds.
 NQ0189
 NQ0189.The orthometric height was determined by differential leveling
 NQ0189.and adjusted by the National Geodetic Survey in June 1991..
 NQ0189
 NQ0189.The geoid height was determined by GEOID03.
 NQ0189
 NQ0189.The dynamic height is computed by dividing the NAVD 88
 NQ0189.geopotential number by the normal gravity value computed on the
 NQ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NQ0189.degrees latitude (g = 980.6199 gals.).
 NQ0189
 NQ0189.The modeled gravity was interpolated from observed gravity values.
 NQ0189
 NQ0189;                    North         East    Units  Estimated Accuracy
 NQ0189;SPC WY E     -   170,790.      215,270.      MT  (+/- 180 meters Scaled)
 NQ0189
 NQ0189                          SUPERSEDED SURVEY CONTROL
 NQ0189
 NQ0189  NGVD 29 (??/??/92) 1478.484  (m)         4850.66   (f) ADJ UNCH    2 0
 NQ0189
 NQ0189.Superseded values are not recommended for survey control.
 NQ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NQ0189.See file dsdata.txt to determine how the superseded data were derived.
 NQ0189
 NQ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEG014539(NAD 83)
 NQ0189_MARKER: DB = BENCH MARK DISK
 NQ0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NQ0189_SP_SET: CULVERT
 NQ0189_STAMPING: Y 165 1966
 NQ0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NQ0189
 NQ0189  HISTORY     - Date     Condition        Report By
 NQ0189  HISTORY     - 1966     MONUMENTED       CGS
 NQ0189
 NQ0189                          STATION DESCRIPTION
 NQ0189
 NQ0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 NQ0189'2.4 MI W FROM WHEATLAND.
 NQ0189'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE
 NQ0189'AT WHEATLAND, THENCE 1.85 MILES SOUTHWEST ALONG COUNTY ROAD
 NQ0189'1601, 0.3 MILE NORTH OF A HOUSE, IN THE TOP AND 1.0 FOOT WEST OF
 NQ0189'THE EAST END OF THE NORTH CONCRETE HEAD WALL OF AN 18-INCH PIPE
 NQ0189'CULVERT UNDER A FARM ROAD, 28 FEET WEST OF THE CENTER LINE OF THE
 NQ0189'ROAD, 12 FEET EAST OF THE FIRST POWER POLE FROM A T JUNCTION
 NQ0189'POLE, 13 FEET EAST OF A FENCE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0690 ***********************************************************************
 MO0690  DESIGNATION -  Y 166
 MO0690  PID         -  MO0690
 MO0690  STATE/COUNTY-  WY/ALBANY
 MO0690  USGS QUAD   -  BOSLER (1981)
 MO0690
 MO0690                         *CURRENT SURVEY CONTROL
 MO0690  ___________________________________________________________________
 MO0690* NAD 83(1986)-  41 33 16.     (N)    105 40 57.     (W)     SCALED    
 MO0690* NAVD 88     -      2147.464  (meters)    7045.47   (feet)  ADJUSTED  
 MO0690  ___________________________________________________________________
 MO0690  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 MO0690  DYNAMIC HT  -        2145.656 (meters)    7039.54  (feet)  COMP
 MO0690  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 MO0690
 MO0690  VERT ORDER  -  SECOND    CLASS 0
 MO0690
 MO0690.The horizontal coordinates were scaled from a topographic map and have
 MO0690.an estimated accuracy of +/- 6 seconds.
 MO0690
 MO0690.The orthometric height was determined by differential leveling
 MO0690.and adjusted by the National Geodetic Survey in June 1991..
 MO0690
 MO0690.The geoid height was determined by GEOID03.
 MO0690
 MO0690.The dynamic height is computed by dividing the NAVD 88
 MO0690.geopotential number by the normal gravity value computed on the
 MO0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0690.degrees latitude (g = 980.6199 gals.).
 MO0690
 MO0690.The modeled gravity was interpolated from observed gravity values.
 MO0690
 MO0690;                    North         East    Units  Estimated Accuracy
 MO0690;SPC WY E     -   117,220.      156,970.      MT  (+/- 180 meters Scaled)
 MO0690
 MO0690                          SUPERSEDED SURVEY CONTROL
 MO0690
 MO0690  NGVD 29 (??/??/92) 2146.426  (m)         7042.07   (f) ADJ UNCH    2 0
 MO0690
 MO0690.Superseded values are not recommended for survey control.
 MO0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0690.See file dsdata.txt to determine how the superseded data were derived.
 MO0690
 MO0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG430005(NAD 83)
 MO0690_MARKER: DB = BENCH MARK DISK
 MO0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MO0690_SP_SET: BRIDGE
 MO0690_STAMPING: Y 166 1966
 MO0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0690
 MO0690  HISTORY     - Date     Condition        Report By
 MO0690  HISTORY     - 1966     MONUMENTED       CGS
 MO0690  HISTORY     - 1983     MARK NOT FOUND   NGS
 MO0690
 MO0690                          STATION DESCRIPTION
 MO0690
 MO0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0690'1.8 MI S FROM BOSLER.
 MO0690'1.75 MILES SOUTH ALONG U.S. HIGHWAY 30 FROM THE SCHOOL AT BOSLER,
 MO0690'0.2 MILE NORTH OF THE JUNCTION OF STATE HIGHWAY 34, IN THE TOP
 MO0690'AND 1.3 FEET NORTH OF THE SOUTH END OF THE EAST CURB OF A
 MO0690'CONCRETE BRIDGE OVER BIG LARAMIE RIVER, 19 FEET EAST OF THE
 MO0690'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 MO0690'HIGHWAY.
 MO0690
 MO0690                          STATION RECOVERY (1983)
 MO0690
 MO0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0690'THERE IS A NEW BRIDGE AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0410 ***********************************************************************
 MO0410  DESIGNATION -  Y 167
 MO0410  PID         -  MO0410
 MO0410  STATE/COUNTY-  WY/ALBANY
 MO0410  USGS QUAD   -  POE MOUNTAIN (1981)
 MO0410
 MO0410                         *CURRENT SURVEY CONTROL
 MO0410  ___________________________________________________________________
 MO0410* NAD 83(1986)-  41 46 19.     (N)    105 18 57.     (W)     SCALED    
 MO0410* NAVD 88     -      1833.748  (meters)    6016.22   (feet)  ADJUSTED  
 MO0410  ___________________________________________________________________
 MO0410  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 MO0410  DYNAMIC HT  -        1832.389 (meters)    6011.76  (feet)  COMP
 MO0410  MODELED GRAV-     979,815.4   (mgal)                       NAVD 88
 MO0410
 MO0410  VERT ORDER  -  SECOND    CLASS 0
 MO0410
 MO0410.The horizontal coordinates were scaled from a topographic map and have
 MO0410.an estimated accuracy of +/- 6 seconds.
 MO0410
 MO0410.The orthometric height was determined by differential leveling
 MO0410.and adjusted by the National Geodetic Survey in June 1991..
 MO0410
 MO0410.The geoid height was determined by GEOID03.
 MO0410
 MO0410.The dynamic height is computed by dividing the NAVD 88
 MO0410.geopotential number by the normal gravity value computed on the
 MO0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0410.degrees latitude (g = 980.6199 gals.).
 MO0410
 MO0410.The modeled gravity was interpolated from observed gravity values.
 MO0410
 MO0410;                    North         East    Units  Estimated Accuracy
 MO0410;SPC WY E     -   141,260.      187,600.      MT  (+/- 180 meters Scaled)
 MO0410
 MO0410                          SUPERSEDED SURVEY CONTROL
 MO0410
 MO0410  NGVD 29 (??/??/92) 1832.860  (m)         6013.31   (f) ADJ UNCH    2 0
 MO0410
 MO0410.Superseded values are not recommended for survey control.
 MO0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0410.See file dsdata.txt to determine how the superseded data were derived.
 MO0410
 MO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG737245(NAD 83)
 MO0410_MARKER: DB = BENCH MARK DISK
 MO0410_SETTING: 66 = SET IN ROCK OUTCROP
 MO0410_SP_SET: OUTCROP LEDGE
 MO0410_STAMPING: Y 167 1966
 MO0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0410+STABILITY: POSITION/ELEVATION WELL
 MO0410
 MO0410  HISTORY     - Date     Condition        Report By
 MO0410  HISTORY     - 1966     MONUMENTED       CGS
 MO0410
 MO0410                          STATION DESCRIPTION
 MO0410
 MO0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MO0410'32.4 MI SW FROM WHEATLAND.
 MO0410'6.7 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 MO0410'WHEATLAND, THENCE 24.05 MILES SOUTHWEST ALONG STATE HIGHWAY 34,
 MO0410'THENCE 1.65 MILES SOUTH ALONG OLD WHEATLAND ROAD, 0.05 MILE
 MO0410'NORTHEAST OF A CATTLEGUARD, IN THE TOP OF A LEDGE OF AN OUTCROP
 MO0410'WHICH PROJECTS ABOUT 1 1/2 FEET, 87 FEET NORTH OF THE CENTER
 MO0410'LINE OF THE ROAD, 147 FEET EAST-NORTHEAST OF A FENCE CORNER,
 MO0410'9.5 FEET NORTH OF A WITNESS POST, AND ABOUT 7 1/2 FEET HIGHER
 MO0410'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MR0216 ***********************************************************************
 MR0216  DESIGNATION -  Y 168
 MR0216  PID         -  MR0216
 MR0216  STATE/COUNTY-  WY/LINCOLN
 MR0216  USGS QUAD   -  NUGGET (1985)
 MR0216
 MR0216                         *CURRENT SURVEY CONTROL
 MR0216  ___________________________________________________________________
 MR0216* NAD 83(1986)-  41 49 19.     (N)    110 51 47.     (W)     SCALED    
 MR0216* NAVD 88     -      1977.085  (meters)    6486.49   (feet)  ADJUSTED  
 MR0216  ___________________________________________________________________
 MR0216  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 MR0216  DYNAMIC HT  -        1975.456 (meters)    6481.14  (feet)  COMP
 MR0216  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 MR0216
 MR0216  VERT ORDER  -  SECOND    CLASS 0
 MR0216
 MR0216.The horizontal coordinates were scaled from a topographic map and have
 MR0216.an estimated accuracy of +/- 6 seconds.
 MR0216
 MR0216.The orthometric height was determined by differential leveling
 MR0216.and adjusted by the National Geodetic Survey in June 1991..
 MR0216
 MR0216.The geoid height was determined by GEOID03.
 MR0216
 MR0216.The dynamic height is computed by dividing the NAVD 88
 MR0216.geopotential number by the normal gravity value computed on the
 MR0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MR0216.degrees latitude (g = 980.6199 gals.).
 MR0216
 MR0216.The modeled gravity was interpolated from observed gravity values.
 MR0216
 MR0216;                    North         East    Units  Estimated Accuracy
 MR0216;SPC WY W     -   247,100.      735,220.      MT  (+/- 180 meters Scaled)
 MR0216
 MR0216                          SUPERSEDED SURVEY CONTROL
 MR0216
 MR0216  NGVD 29 (??/??/92) 1975.777  (m)         6482.19   (f) ADJ UNCH    2 0
 MR0216
 MR0216.Superseded values are not recommended for survey control.
 MR0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MR0216.See file dsdata.txt to determine how the superseded data were derived.
 MR0216
 MR0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWM113300(NAD 83)
 MR0216_MARKER: DB = BENCH MARK DISK
 MR0216_SETTING: 66 = SET IN ROCK OUTCROP
 MR0216_SP_SET: LEDGE
 MR0216_STAMPING: Y 168 1966
 MR0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MR0216+STABILITY: POSITION/ELEVATION WELL
 MR0216
 MR0216  HISTORY     - Date     Condition        Report By
 MR0216  HISTORY     - 1966     MONUMENTED       CGS
 MR0216
 MR0216                          STATION DESCRIPTION
 MR0216
 MR0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 MR0216'5.3 MI E FROM SAGE.
 MR0216'5.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE CROSSING OF A
 MR0216'GRAVELED ROAD AT SAGE, 1 POLE WEST OF MILEPOLE 58, AT THE SOUTHEAST
 MR0216'FOOT OF A ROCKY HILL, 63.3 FEET NORTH OF THE NORTH RAIL, 23 FEET
 MR0216'NORTHWEST OF THE 1ST TELEPHONE POLE WEST OF MILEPOLE 58, 7.8 FEET
 MR0216'NORTH OF A FENCE, 8.8 FEET NORTH-NORTHWEST OF A WITNESS POST, IN THE
 MR0216'TOP OF A LEDGE WHICH PROJECTS ABOUT 2 FEET, ABOUT 8 FEET ABOVE THE
 MR0216'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0207 ***********************************************************************
 MQ0207  DESIGNATION -  Y 17
 MQ0207  PID         -  MQ0207
 MQ0207  STATE/COUNTY-  WY/SWEETWATER
 MQ0207  USGS QUAD   -  GREEN RIVER (1980)
 MQ0207
 MQ0207                         *CURRENT SURVEY CONTROL
 MQ0207  ___________________________________________________________________
 MQ0207* NAD 83(1986)-  41 31 15.     (N)    109 28 00.     (W)     SCALED    
 MQ0207* NAVD 88     -      1853.462  (meters)    6080.90   (feet)  ADJUSTED  
 MQ0207  ___________________________________________________________________
 MQ0207  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 MQ0207  DYNAMIC HT  -        1851.885 (meters)    6075.73  (feet)  COMP
 MQ0207  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 MQ0207
 MQ0207  VERT ORDER  -  FIRST     CLASS II
 MQ0207
 MQ0207.The horizontal coordinates were scaled from a topographic map and have
 MQ0207.an estimated accuracy of +/- 6 seconds.
 MQ0207
 MQ0207.The orthometric height was determined by differential leveling
 MQ0207.and adjusted by the National Geodetic Survey in June 1991..
 MQ0207
 MQ0207.The geoid height was determined by GEOID03.
 MQ0207
 MQ0207.The dynamic height is computed by dividing the NAVD 88
 MQ0207.geopotential number by the normal gravity value computed on the
 MQ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0207.degrees latitude (g = 980.6199 gals.).
 MQ0207
 MQ0207.The modeled gravity was interpolated from observed gravity values.
 MQ0207
 MQ0207;                    North         East    Units  Estimated Accuracy
 MQ0207;SPC WYWC     -   113,610.      540,180.      MT  (+/- 180 meters Scaled)
 MQ0207
 MQ0207                          SUPERSEDED SURVEY CONTROL
 MQ0207
 MQ0207  NGVD 29 (??/??/92) 1852.177  (m)         6076.68   (f) ADJ UNCH    1 2
 MQ0207
 MQ0207.Superseded values are not recommended for survey control.
 MQ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0207.See file dsdata.txt to determine how the superseded data were derived.
 MQ0207
 MQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL279977(NAD 83)
 MQ0207_MARKER: DB = BENCH MARK DISK
 MQ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MQ0207_STAMPING: Y 17 1933 6076.684
 MQ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0207+STABILITY: SURFACE MOTION
 MQ0207
 MQ0207  HISTORY     - Date     Condition        Report By
 MQ0207  HISTORY     - 1933     MONUMENTED       CGS
 MQ0207  HISTORY     - 1958     GOOD             NGS
 MQ0207  HISTORY     - 1983     MARK NOT FOUND   NGS
 MQ0207  HISTORY     - 1984     MARK NOT FOUND   NGS
 MQ0207
 MQ0207                          STATION DESCRIPTION
 MQ0207
 MQ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0207'0.5 MI S FROM GREEN RIVER.
 MQ0207'ABOUT 0.5 MILES SOUTH ALONG SOUTH 5TH E STREET FROM THE UNION PACIFIC
 MQ0207'RAILROAD STATION AT GREEN RIVER, ABOUT 0.15 MILE NORTHWEST OF THE
 MQ0207'STEEL HIGHWAY BRIDGE OVER GREEN RIVER, 30 1/2 FEET SOUTHWEST OF THE
 MQ0207'SOUTHWEST CORNER OF A HOUSE, 18 FEET EAST OF THE CENTER LINE OF SOUTH
 MQ0207'5TH E STREET, 3 FEET NORTHWEST OF AN 18-INCH ELM TREE, 1 FOOT
 MQ0207'NORTHWEST OF A YARD FENCE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST,
 MQ0207'ABOUT 3 FEET BELOW THE LEVEL OF THE STREET, AND IN THE TOP OF A
 MQ0207'CONCRETE POST 1 FOOT BELOW THE GROUND.
 MQ0207
 MQ0207                          STATION RECOVERY (1983)
 MQ0207
 MQ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0207'MARK NOT FOUND.
 MQ0207
 MQ0207                          STATION RECOVERY (1984)
 MQ0207
 MQ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MQ0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0053 ***********************************************************************
 OV0053  DESIGNATION -  Y 18
 OV0053  PID         -  OV0053
 OV0053  STATE/COUNTY-  WY/NATRONA
 OV0053  USGS QUAD   -  POWDER RIVER (1968)
 OV0053
 OV0053                         *CURRENT SURVEY CONTROL
 OV0053  ___________________________________________________________________
 OV0053* NAD 83(1986)-  43 02 03.     (N)    106 55 46.     (W)     SCALED    
 OV0053* NAVD 88     -      1735.575  (meters)    5694.13   (feet)  ADJUSTED  
 OV0053  ___________________________________________________________________
 OV0053  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 OV0053  DYNAMIC HT  -        1734.453 (meters)    5690.45  (feet)  COMP
 OV0053  MODELED GRAV-     979,912.4   (mgal)                       NAVD 88
 OV0053
 OV0053  VERT ORDER  -  FIRST     CLASS II
 OV0053
 OV0053.The horizontal coordinates were scaled from a topographic map and have
 OV0053.an estimated accuracy of +/- 6 seconds.
 OV0053
 OV0053.The orthometric height was determined by differential leveling
 OV0053.and adjusted by the National Geodetic Survey in June 1991..
 OV0053
 OV0053.The geoid height was determined by GEOID03.
 OV0053
 OV0053.The dynamic height is computed by dividing the NAVD 88
 OV0053.geopotential number by the normal gravity value computed on the
 OV0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0053.degrees latitude (g = 980.6199 gals.).
 OV0053
 OV0053.The modeled gravity was interpolated from observed gravity values.
 OV0053
 OV0053;                    North         East    Units  Estimated Accuracy
 OV0053;SPC WYEC     -   381,530.      432,910.      MT  (+/- 180 meters Scaled)
 OV0053
 OV0053                          SUPERSEDED SURVEY CONTROL
 OV0053
 OV0053  NGVD 29 (??/??/92) 1734.508  (m)         5690.63   (f) ADJ UNCH    1 2
 OV0053
 OV0053.Superseded values are not recommended for survey control.
 OV0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0053.See file dsdata.txt to determine how the superseded data were derived.
 OV0053
 OV0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH428664(NAD 83)
 OV0053_MARKER: DB = BENCH MARK DISK
 OV0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OV0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OV0053_STAMPING: Y 18 1934
 OV0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OV0053+STABILITY: SURFACE MOTION
 OV0053
 OV0053  HISTORY     - Date     Condition        Report By
 OV0053  HISTORY     - 1934     MONUMENTED       CGS
 OV0053  HISTORY     - 1982     MARK NOT FOUND   NGS
 OV0053
 OV0053                          STATION DESCRIPTION
 OV0053
 OV0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OV0053'1.9 MI E FROM POWDER RIVER.
 OV0053'ABOUT 1.9 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 OV0053'FROM THE STATION AT POWDER RIVER, NATRONA COUNTY ABOUT 2,190 FEET EAST
 OV0053'OF MILEPOST 240, ON THE EAST SLOPE OF A HILL, 95.0 FEET NORTH OF THE
 OV0053'NORTH RAIL, 2.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 3.5
 OV0053'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED Y 18 1934 AND SET
 OV0053'IN THE TOP OF A CONCRETE POST.
 OV0053
 OV0053                          STATION RECOVERY (1982)
 OV0053
 OV0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OV0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0087 ***********************************************************************
 NS0087  DESIGNATION -  Y 19
 NS0087  PID         -  NS0087
 NS0087  STATE/COUNTY-  WY/SWEETWATER
 NS0087  USGS QUAD   -  TULE BUTTE (1980)
 NS0087
 NS0087                         *CURRENT SURVEY CONTROL
 NS0087  ___________________________________________________________________
 NS0087* NAD 83(1986)-  42 10 15.     (N)    109 14 48.     (W)     SCALED    
 NS0087* NAVD 88     -      2089.457  (meters)    6855.16   (feet)  ADJUSTED  
 NS0087  ___________________________________________________________________
 NS0087  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 NS0087  DYNAMIC HT  -        2087.694 (meters)    6849.38  (feet)  COMP
 NS0087  MODELED GRAV-     979,703.6   (mgal)                       NAVD 88
 NS0087
 NS0087  VERT ORDER  -  FIRST     CLASS II
 NS0087
 NS0087.The horizontal coordinates were scaled from a topographic map and have
 NS0087.an estimated accuracy of +/- 6 seconds.
 NS0087
 NS0087.The orthometric height was determined by differential leveling
 NS0087.and adjusted by the National Geodetic Survey in June 1991..
 NS0087
 NS0087.The geoid height was determined by GEOID03.
 NS0087
 NS0087.The dynamic height is computed by dividing the NAVD 88
 NS0087.geopotential number by the normal gravity value computed on the
 NS0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0087.degrees latitude (g = 980.6199 gals.).
 NS0087
 NS0087.The modeled gravity was interpolated from observed gravity values.
 NS0087
 NS0087;                    North         East    Units  Estimated Accuracy
 NS0087;SPC WYWC     -   185,670.      558,960.      MT  (+/- 180 meters Scaled)
 NS0087
 NS0087                          SUPERSEDED SURVEY CONTROL
 NS0087
 NS0087  NGVD 29 (??/??/92) 2088.172  (m)         6850.94   (f) ADJ UNCH    1 2
 NS0087
 NS0087.Superseded values are not recommended for survey control.
 NS0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0087.See file dsdata.txt to determine how the superseded data were derived.
 NS0087
 NS0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM448702(NAD 83)
 NS0087_MARKER: DB = BENCH MARK DISK
 NS0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0087_STAMPING: 6850.616 Y 19 1933
 NS0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0087+STABILITY: SURFACE MOTION
 NS0087
 NS0087  HISTORY     - Date     Condition        Report By
 NS0087  HISTORY     - 1933     MONUMENTED       CGS
 NS0087
 NS0087                          STATION DESCRIPTION
 NS0087
 NS0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0087'14.4 MI NE FROM FARSON.
 NS0087'14.4 MILES NORTHEAST ALONG THE ROAD TO SOUTH PASS CITY FROM FARSON,
 NS0087'SWEETWATER COUNTY, AT THE TOP OF A NARROW RIDGE, 88 FEET SOUTHWEST OF
 NS0087'THE CENTER LINE OF THE MAIN ROAD, AND 9 FEET SOUTHEAST OF THE CENTER
 NS0087'LINE OF A PRIVATE ROAD.  A STANDARD DISK, STAMPED 6850.616 Y 19 1933
 NS0087'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0052 ***********************************************************************
 NS0052  DESIGNATION -  Y 20
 NS0052  PID         -  NS0052
 NS0052  STATE/COUNTY-  WY/FREMONT
 NS0052  USGS QUAD   -  WOLF POINT (1991)
 NS0052
 NS0052                         *CURRENT SURVEY CONTROL
 NS0052  ___________________________________________________________________
 NS0052* NAD 83(1986)-  42 44 31.     (N)    108 38 15.     (W)     SCALED    
 NS0052* NAVD 88     -      1685.662  (meters)    5530.38   (feet)  ADJUSTED  
 NS0052  ___________________________________________________________________
 NS0052  GEOID HEIGHT-         -12.12  (meters)                     GEOID03
 NS0052  DYNAMIC HT  -        1684.533 (meters)    5526.67  (feet)  COMP
 NS0052  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 NS0052
 NS0052  VERT ORDER  -  FIRST     CLASS II
 NS0052
 NS0052.The horizontal coordinates were scaled from a topographic map and have
 NS0052.an estimated accuracy of +/- 6 seconds.
 NS0052
 NS0052.The orthometric height was determined by differential leveling
 NS0052.and adjusted by the National Geodetic Survey in June 1991..
 NS0052
 NS0052.The geoid height was determined by GEOID03.
 NS0052
 NS0052.The dynamic height is computed by dividing the NAVD 88
 NS0052.geopotential number by the normal gravity value computed on the
 NS0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0052.degrees latitude (g = 980.6199 gals.).
 NS0052
 NS0052.The modeled gravity was interpolated from observed gravity values.
 NS0052
 NS0052;                    North         East    Units  Estimated Accuracy
 NS0052;SPC WYWC     -   248,990.      609,210.      MT  (+/- 180 meters Scaled)
 NS0052
 NS0052                          SUPERSEDED SURVEY CONTROL
 NS0052
 NS0052  NGVD 29 (??/??/92) 1684.644  (m)         5527.04   (f) ADJ UNCH    1 2
 NS0052
 NS0052.Superseded values are not recommended for survey control.
 NS0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0052.See file dsdata.txt to determine how the superseded data were derived.
 NS0052
 NS0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXN933348(NAD 83)
 NS0052_MARKER: DB = BENCH MARK DISK
 NS0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NS0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NS0052_STAMPING: 5526.580 Y 20 1933
 NS0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NS0052+STABILITY: SURFACE MOTION
 NS0052
 NS0052  HISTORY     - Date     Condition        Report By
 NS0052  HISTORY     - 1933     MONUMENTED       CGS
 NS0052  HISTORY     - 1973     GOOD             NGS
 NS0052
 NS0052                          STATION DESCRIPTION
 NS0052
 NS0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NS0052'8.6 MI SE FROM LANDER.
 NS0052'8.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM LANDER, FREMONT
 NS0052'COUNTY, 0.8 MILE NORTH OF THE JUNCTION OF THE ROAD LEADING TO ATLANTIC
 NS0052'CITY, 97 FEET SOUTHEAST OF A SMALL SCHOOLHOUSE, 47 FEET SOUTHWEST OF
 NS0052'THE CENTER LINE OF THE HIGHWAY, AND 7 FEET SOUTH OF A FENCE CORNER. A
 NS0052'STANDARD DISK, STAMPED 5526.580 Y 20 1933 AND SET IN THE TOP OF A
 NS0052'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NS0052
 NS0052                          STATION RECOVERY (1973)
 NS0052
 NS0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NS0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0166 ***********************************************************************
 MQ0166  DESIGNATION -  Y 22
 MQ0166  PID         -  MQ0166
 MQ0166  STATE/COUNTY-  WY/SWEETWATER
 MQ0166  USGS QUAD   -  KANDA (1978)
 MQ0166
 MQ0166                         *CURRENT SURVEY CONTROL
 MQ0166  ___________________________________________________________________
 MQ0166* NAD 83(1986)-  41 33 40.     (N)    109 17 29.     (W)     SCALED    
 MQ0166* NAVD 88     -      1897.221  (meters)    6224.47   (feet)  ADJUSTED  
 MQ0166  ___________________________________________________________________
 MQ0166  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 MQ0166  DYNAMIC HT  -        1895.619 (meters)    6219.21  (feet)  COMP
 MQ0166  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 MQ0166
 MQ0166  VERT ORDER  -  FIRST     CLASS II
 MQ0166
 MQ0166.The horizontal coordinates were scaled from a topographic map and have
 MQ0166.an estimated accuracy of +/- 6 seconds.
 MQ0166
 MQ0166.The orthometric height was determined by differential leveling
 MQ0166.and adjusted by the National Geodetic Survey in June 1991..
 MQ0166.WARNING-Repeat measurements at this control monument indicate possible
 MQ0166.vertical movement.
 MQ0166
 MQ0166.The geoid height was determined by GEOID03.
 MQ0166
 MQ0166.The dynamic height is computed by dividing the NAVD 88
 MQ0166.geopotential number by the normal gravity value computed on the
 MQ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0166.degrees latitude (g = 980.6199 gals.).
 MQ0166
 MQ0166.The modeled gravity was interpolated from observed gravity values.
 MQ0166
 MQ0166;                    North         East    Units  Estimated Accuracy
 MQ0166;SPC WYWC     -   117,980.      554,840.      MT  (+/- 180 meters Scaled)
 MQ0166
 MQ0166                          SUPERSEDED SURVEY CONTROL
 MQ0166
 MQ0166  NGVD 29 (06/08/92) 1895.934  (m)         6220.24   (f) ADJUSTED    1 2
 MQ0166
 MQ0166.Superseded values are not recommended for survey control.
 MQ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0166.See file dsdata.txt to determine how the superseded data were derived.
 MQ0166
 MQ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM424024(NAD 83)
 MQ0166_MARKER: DB = BENCH MARK DISK
 MQ0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MQ0166_SP_SET: ABUTMENT
 MQ0166_STAMPING: Y 22 1933 6220.148
 MQ0166_MARK LOGO: CGS   
 MQ0166_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0166
 MQ0166  HISTORY     - Date     Condition        Report By
 MQ0166  HISTORY     - 1933     MONUMENTED       CGS
 MQ0166  HISTORY     - 1958     GOOD             NGS
 MQ0166  HISTORY     - 1983     GOOD             NGS
 MQ0166  HISTORY     - 19990112 POOR             WYDT
 MQ0166
 MQ0166                          STATION DESCRIPTION
 MQ0166
 MQ0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MQ0166'4.3 MI SW FROM ROCK SPRINGS.
 MQ0166'ABOUT 4.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 MQ0166'STATION AT ROCK SPRINGS, IN THE TOP OF THE SOUTHEAST END OF THE
 MQ0166'NORTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 806.42, 7 FEET SOUTHEAST
 MQ0166'OF THE NEAR RAIL, ABOUT 1.0 FEET BELOW THE LEVEL OF THE TRACKS.  NE
 MQ0166'1/4 SEC 7. TWP 18 N, R 105 W.
 MQ0166
 MQ0166                          STATION RECOVERY (1983)
 MQ0166
 MQ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MQ0166'RECOVERED IN GOOD CONDITION.
 MQ0166
 MQ0166                          STATION RECOVERY (1999)
 MQ0166
 MQ0166'RECOVERY NOTE BY WYOMING DEPARTMENT OF TRANSPORTATION 1999 (LPB)
 MQ0166'ORGANIZATION, WYOMING DEPARTMENT OF TRANSPORTATION, PHONE NUMBER
 MQ0166'307-777-3819.  RECOVERED AS DESCRIBED.  THIS MARK HAS BEEN DEFACED BY
 MQ0166'VANDALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0332 ***********************************************************************
 PW0332  DESIGNATION -  Y 23
 PW0332  PID         -  PW0332
 PW0332  STATE/COUNTY-  WY/WASHAKIE
 PW0332  USGS QUAD   -  WORLAND (1978)
 PW0332
 PW0332                         *CURRENT SURVEY CONTROL
 PW0332  ___________________________________________________________________
 PW0332* NAD 83(1986)-  44 04 40.     (N)    107 55 30.     (W)     SCALED    
 PW0332* NAVD 88     -      1227.464  (meters)    4027.10   (feet)  ADJUSTED  
 PW0332  ___________________________________________________________________
 PW0332  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 PW0332  DYNAMIC HT  -        1226.902 (meters)    4025.26  (feet)  COMP
 PW0332  MODELED GRAV-     980,118.9   (mgal)                       NAVD 88
 PW0332  OBS GRAVITY -     980,120.6   (mgal)                       GRAV_OBS
 PW0332
 PW0332  VERT ORDER  -  FIRST     CLASS II
 PW0332
 PW0332.The horizontal coordinates were scaled from a topographic map and have
 PW0332.an estimated accuracy of +/- 6 seconds.
 PW0332
 PW0332.The orthometric height was determined by differential leveling
 PW0332.and adjusted by the National Geodetic Survey in June 1991..
 PW0332
 PW0332.The geoid height was determined by GEOID03.
 PW0332
 PW0332.The dynamic height is computed by dividing the NAVD 88
 PW0332.geopotential number by the normal gravity value computed on the
 PW0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0332.degrees latitude (g = 980.6199 gals.).
 PW0332
 PW0332.The modeled gravity was interpolated from observed gravity values.
 PW0332.The observed gravity was obtained from relative gravimeter ties
 PW0332.to the IGSN71 gravity network.
 PW0332
 PW0332;                    North         East    Units  Estimated Accuracy
 PW0332;SPC WYEC     -   497,560.      352,610.      MT  (+/- 180 meters Scaled)
 PW0332
 PW0332                          SUPERSEDED SURVEY CONTROL
 PW0332
 PW0332  NGVD 29 (06/08/92) 1226.673  (m)         4024.51   (f) ADJUSTED    1 2
 PW0332
 PW0332.Superseded values are not recommended for survey control.
 PW0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0332.See file dsdata.txt to determine how the superseded data were derived.
 PW0332
 PW0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBJ657846(NAD 83)
 PW0332_MARKER: DB = BENCH MARK DISK
 PW0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PW0332_SP_SET: SIPHON
 PW0332_STAMPING: 4023.995 Y 23 1933
 PW0332_MARK LOGO: CGS   
 PW0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PW0332
 PW0332  HISTORY     - Date     Condition        Report By
 PW0332  HISTORY     - 1933     MONUMENTED       CGS
 PW0332  HISTORY     - 1939     GOOD             NGS
 PW0332  HISTORY     - 1982     GOOD             NGS
 PW0332
 PW0332                          STATION DESCRIPTION
 PW0332
 PW0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PW0332'4.5 MI N FROM WORLAND.
 PW0332'4.5 MILES NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 PW0332'WORLAND, WASHAKIE COUNTY, AT MILEAGE 373.05, AT A CONCRETE INVERTED
 PW0332'SIPHON, AND IN THE TOP OF THE SOUTH END.  A STANDARD DISK, STAMPED
 PW0332'4023.995 Y 23 1933.
 PW0332
 PW0332                          STATION RECOVERY (1939)
 PW0332
 PW0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 PW0332'RECOVERED IN GOOD CONDITION.
 PW0332
 PW0332                          STATION RECOVERY (1982)
 PW0332
 PW0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PW0332'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.5 KM
 PW0332'(4.65 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH U.
 PW0332'S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND,0.3 KM (0.2 MI) SOUTH
 PW0332'OF A GRAVELED CROSSROAD, IN THE SOUTHEAST END OF THE CONCRETE
 PW0332'FOUNDATION OF AN IRRIGATION DITCH SIPHON, 54.9 METERS (180.0 FT) WEST
 PW0332'OF THE CENTERLINE OF THE HIGHWAY AND 9.3 METERS (30.5 FT) WEST OF THE
 PW0332'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD.
 PW0332'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PW0332'THE MARK IS 0.9 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0014 ***********************************************************************
 PX0014  DESIGNATION -  Y 24
 PX0014  PID         -  PX0014
 PX0014  STATE/COUNTY-  WY/BIG HORN
 PX0014  USGS QUAD   -  NORTH EMBLEM RESERVOIR (1966)
 PX0014
 PX0014                         *CURRENT SURVEY CONTROL
 PX0014  ___________________________________________________________________
 PX0014* NAD 83(1986)-  44 39 07.     (N)    108 16 12.     (W)     SCALED    
 PX0014* NAVD 88     -      1350.786  (meters)    4431.70   (feet)  ADJUSTED  
 PX0014  ___________________________________________________________________
 PX0014  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 PX0014  DYNAMIC HT  -        1350.209 (meters)    4429.81  (feet)  COMP
 PX0014  MODELED GRAV-     980,143.3   (mgal)                       NAVD 88
 PX0014  OBS GRAVITY -     980,143.3   (mgal)                       GRAV_OBS
 PX0014
 PX0014  VERT ORDER  -  FIRST     CLASS II
 PX0014
 PX0014.The horizontal coordinates were scaled from a topographic map and have
 PX0014.an estimated accuracy of +/- 6 seconds.
 PX0014
 PX0014.The orthometric height was determined by differential leveling
 PX0014.and adjusted by the National Geodetic Survey in June 1991..
 PX0014
 PX0014.The geoid height was determined by GEOID03.
 PX0014
 PX0014.The dynamic height is computed by dividing the NAVD 88
 PX0014.geopotential number by the normal gravity value computed on the
 PX0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0014.degrees latitude (g = 980.6199 gals.).
 PX0014
 PX0014.The modeled gravity was interpolated from observed gravity values.
 PX0014.The observed gravity was obtained from relative gravimeter ties
 PX0014.to the IGSN71 gravity network.
 PX0014
 PX0014;                    North         East    Units  Estimated Accuracy
 PX0014;SPC WYEC     -   561,620.      325,710.      MT  (+/- 180 meters Scaled)
 PX0014
 PX0014                          SUPERSEDED SURVEY CONTROL
 PX0014
 PX0014  NGVD 29 (06/08/92) 1349.928  (m)         4428.89   (f) ADJUSTED    1 2
 PX0014
 PX0014.Superseded values are not recommended for survey control.
 PX0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0014.See file dsdata.txt to determine how the superseded data were derived.
 PX0014
 PX0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ164479(NAD 83)
 PX0014_MARKER: DB = BENCH MARK DISK
 PX0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PX0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PX0014_STAMPING: 4428.416 Y 24 1933
 PX0014_MARK LOGO: CGS   
 PX0014_PROJECTION: PROJECTING 10 CENTIMETERS
 PX0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PX0014+STABILITY: SURFACE MOTION
 PX0014
 PX0014  HISTORY     - Date     Condition        Report By
 PX0014  HISTORY     - 1933     MONUMENTED       CGS
 PX0014  HISTORY     - 1934     GOOD             NGS
 PX0014  HISTORY     - 1982     GOOD             NGS
 PX0014
 PX0014                          STATION DESCRIPTION
 PX0014
 PX0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0014'15.7 MI SE FROM LOVELL.
 PX0014'15.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 310 FROM LOVELL, BIG HORN
 PX0014'COUNTY, AND 66 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  A
 PX0014'STANDARD DISK, STAMPED 4428.416 Y 24 1933 AND SET IN THE TOP OF A
 PX0014'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 PX0014
 PX0014                          STATION RECOVERY (1934)
 PX0014
 PX0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 PX0014'RECOVERED IN GOOD CONDITION.
 PX0014
 PX0014                          STATION RECOVERY (1982)
 PX0014
 PX0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PX0014'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.3 KM (15.1
 PX0014'MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS JUNCTION WITH
 PX0014'NEVADA STREET IN LOVELL, 0.1 KM (0.05 MI) NORTHWEST OF A FIELD
 PX0014'ENTRANCE, 119.2 METERS (391.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PX0014'HIGHWAY, 70.4 METERS (231.0 FT) SOUTHWEST OF A FENCE AND 20.2 METERS
 PX0014'(66.3 FT) NORTHEAST OF THE CENTER OF THE OLD HIGHWAY.
 PX0014'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PX0014'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0129 ***********************************************************************
 PX0129  DESIGNATION -  Y 25
 PX0129  PID         -  PX0129
 PX0129  STATE/COUNTY-  WY/PARK
 PX0129  USGS QUAD   -  GARLAND (1966)
 PX0129
 PX0129                         *CURRENT SURVEY CONTROL
 PX0129  ___________________________________________________________________
 PX0129* NAD 83(1986)-  44 47 09.     (N)    108 38 53.     (W)     SCALED    
 PX0129* NAVD 88     -      1302.544  (meters)    4273.43   (feet)  ADJUSTED  
 PX0129  ___________________________________________________________________
 PX0129  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 PX0129  DYNAMIC HT  -        1301.990 (meters)    4271.61  (feet)  COMP
 PX0129  MODELED GRAV-     980,148.0   (mgal)                       NAVD 88
 PX0129
 PX0129  VERT ORDER  -  SECOND    CLASS 0
 PX0129
 PX0129.The horizontal coordinates were scaled from a topographic map and have
 PX0129.an estimated accuracy of +/- 6 seconds.
 PX0129
 PX0129.The orthometric height was determined by differential leveling
 PX0129.and adjusted by the National Geodetic Survey in June 1991..
 PX0129
 PX0129.The geoid height was determined by GEOID03.
 PX0129
 PX0129.The dynamic height is computed by dividing the NAVD 88
 PX0129.geopotential number by the normal gravity value computed on the
 PX0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0129.degrees latitude (g = 980.6199 gals.).
 PX0129
 PX0129.The modeled gravity was interpolated from observed gravity values.
 PX0129
 PX0129;                    North         East    Units  Estimated Accuracy
 PX0129;SPC WYWC     -   476,070.      608,070.      MT  (+/- 180 meters Scaled)
 PX0129
 PX0129                          SUPERSEDED SURVEY CONTROL
 PX0129
 PX0129  NGVD 29 (??/??/92) 1301.576  (m)         4270.25   (f) ADJ UNCH    2 0
 PX0129
 PX0129.Superseded values are not recommended for survey control.
 PX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0129.See file dsdata.txt to determine how the superseded data were derived.
 PX0129
 PX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXQ860618(NAD 83)
 PX0129_MARKER: DB = BENCH MARK DISK
 PX0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PX0129_SP_SET: CULVERT
 PX0129_STAMPING: 4269.945 Y 25 1933
 PX0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PX0129
 PX0129  HISTORY     - Date     Condition        Report By
 PX0129  HISTORY     - 1933     MONUMENTED       CGS
 PX0129  HISTORY     - 1966     MARK NOT FOUND   USGS
 PX0129
 PX0129                          STATION DESCRIPTION
 PX0129
 PX0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PX0129'0.7 MI N FROM GARLAND.
 PX0129'ABOUT 0.7 MILE NORTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 PX0129'FROM GARLAND, PARK COUNTY, AT MILEAGE 14.04, AT AN IRRIGATION CULVERT,
 PX0129'IN THE TOP OF THE NORTH CORNER OF THE EAST HEAD WALL, AND 10 FEET EAST
 PX0129'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED 4269.945 Y
 PX0129'25 1933.
 PX0129
 PX0129                          STATION RECOVERY (1966)
 PX0129
 PX0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 PX0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0146 ***********************************************************************
 OV0146  DESIGNATION -  Y 26
 OV0146  PID         -  OV0146
 OV0146  STATE/COUNTY-  WY/FREMONT
 OV0146  USGS QUAD   -  LYSITE (1952)
 OV0146
 OV0146                         *CURRENT SURVEY CONTROL
 OV0146  ___________________________________________________________________
 OV0146* NAD 83(1986)-  43 15 41.     (N)    107 40 21.     (W)     SCALED    
 OV0146* NAVD 88     -      1610.075  (meters)    5282.39   (feet)  ADJUSTED  
 OV0146  ___________________________________________________________________
 OV0146  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 OV0146  DYNAMIC HT  -        1609.013 (meters)    5278.90  (feet)  COMP
 OV0146  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 OV0146
 OV0146  VERT ORDER  -  FIRST     CLASS II
 OV0146
 OV0146.The horizontal coordinates were scaled from a topographic map and have
 OV0146.an estimated accuracy of +/- 6 seconds.
 OV0146
 OV0146.The orthometric height was determined by differential leveling
 OV0146.and adjusted by the National Geodetic Survey in June 1991..
 OV0146
 OV0146.The geoid height was determined by GEOID03.
 OV0146
 OV0146.The dynamic height is computed by dividing the NAVD 88
 OV0146.geopotential number by the normal gravity value computed on the
 OV0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0146.degrees latitude (g = 980.6199 gals.).
 OV0146
 OV0146.The modeled gravity was interpolated from observed gravity values.
 OV0146
 OV0146;                    North         East    Units  Estimated Accuracy
 OV0146;SPC WYWC     -   307,260.      687,480.      MT  (+/- 180 meters Scaled)
 OV0146
 OV0146                          SUPERSEDED SURVEY CONTROL
 OV0146
 OV0146  NGVD 29 (??/??/92) 1609.043  (m)         5279.00   (f) ADJ UNCH    1 2
 OV0146
 OV0146.Superseded values are not recommended for survey control.
 OV0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0146.See file dsdata.txt to determine how the superseded data were derived.
 OV0146
 OV0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH830933(NAD 83)
 OV0146_MARKER: DB = BENCH MARK DISK
 OV0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OV0146_SP_SET: PIER
 OV0146_STAMPING: Y 26 1934
 OV0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0146
 OV0146  HISTORY     - Date     Condition        Report By
 OV0146  HISTORY     - 1934     MONUMENTED       CGS
 OV0146  HISTORY     - 1966     GOOD             NGS
 OV0146
 OV0146                          STATION DESCRIPTION
 OV0146
 OV0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OV0146'1.1 MI SE FROM LYSITE.
 OV0146'1.1 MILES SOUTHEAST ALONG CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 OV0146'THE STATION AT LYSITE, IN THE TOP OF THE SOUTHWEST END OF THE
 OV0146'SOUTHEAST CONCRETE PIER OF STEEL BRIDGE 283.09 OVER BADWATER CREEK,
 OV0146'6.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.8 FEET NORTHEAST OF THE
 OV0146'SOUTHWEST EDGE OF THE PIER, 0.8 FOOT NORTHWEST OF THE SOUTHEAST EDGE
 OV0146'OF THE PIER, AND ABOUT 4 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0197 ***********************************************************************
 NR0197  DESIGNATION -  Y 27
 NR0197  PID         -  NR0197
 NR0197  STATE/COUNTY-  WY/CARBON
 NR0197  USGS QUAD   -  SPLIT ROCK NW (1984)
 NR0197
 NR0197                         *CURRENT SURVEY CONTROL
 NR0197  ___________________________________________________________________
 NR0197* NAD 83(1986)-  42 28 26.     (N)    107 43 15.     (W)     SCALED    
 NR0197* NAVD 88     -      1931.749  (meters)    6337.75   (feet)  ADJUSTED  
 NR0197  ___________________________________________________________________
 NR0197  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 NR0197  DYNAMIC HT  -        1930.328 (meters)    6333.08  (feet)  COMP
 NR0197  MODELED GRAV-     979,816.9   (mgal)                       NAVD 88
 NR0197
 NR0197  VERT ORDER  -  SECOND    CLASS 0
 NR0197
 NR0197.The horizontal coordinates were scaled from a topographic map and have
 NR0197.an estimated accuracy of +/- 6 seconds.
 NR0197
 NR0197.The orthometric height was determined by differential leveling
 NR0197.and adjusted by the National Geodetic Survey in June 1991..
 NR0197
 NR0197.The geoid height was determined by GEOID03.
 NR0197
 NR0197.The dynamic height is computed by dividing the NAVD 88
 NR0197.geopotential number by the normal gravity value computed on the
 NR0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0197.degrees latitude (g = 980.6199 gals.).
 NR0197
 NR0197.The modeled gravity was interpolated from observed gravity values.
 NR0197
 NR0197;                    North         East    Units  Estimated Accuracy
 NR0197;SPC WYEC     -   319,290.      368,140.      MT  (+/- 180 meters Scaled)
 NR0197
 NR0197                          SUPERSEDED SURVEY CONTROL
 NR0197
 NR0197  NGVD 29 (??/??/92) 1930.689  (m)         6334.27   (f) ADJ UNCH    2 0
 NR0197
 NR0197.Superseded values are not recommended for survey control.
 NR0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0197.See file dsdata.txt to determine how the superseded data were derived.
 NR0197
 NR0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH763059(NAD 83)
 NR0197_MARKER: DB = BENCH MARK DISK
 NR0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0197_STAMPING: Y 27 1934
 NR0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0197+STABILITY: SURFACE MOTION
 NR0197
 NR0197  HISTORY     - Date     Condition        Report By
 NR0197  HISTORY     - 1934     MONUMENTED       CGS
 NR0197
 NR0197                          STATION DESCRIPTION
 NR0197
 NR0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NR0197'17.9 MI W FROM THREE FORKS.
 NR0197'IN FREMONT COUNTY, ABOUT 17.9 MILES WEST ALONG U.S. HIGHWAY 287 FROM
 NR0197'THREE FORKS, CARBON COUNTY, ABOUT 7.2 MILES WEST OF SPLIT ROCK, AT THE
 NR0197'SUMMIT OF A SMALL RISE IN THE SIDE OF A HILL, ABOUT 1/4 MILE WEST OF
 NR0197'THE TOP OF THE HILL, AND 40.6 FEET NORTHEAST OF THE CENTER LINE OF THE
 NR0197'HIGHWAY.  A STANDARD DISK, STAMPED Y 27 1934 AND SET IN THE TOP OF A
 NR0197'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NS0021 ***********************************************************************
 NS0021  DESIGNATION -  Y 28
 NS0021  PID         -  NS0021
 NS0021  STATE/COUNTY-  WY/FREMONT
 NS0021  USGS QUAD   -  RED CANYON (1978)
 NS0021
 NS0021                         *CURRENT SURVEY CONTROL
 NS0021  ___________________________________________________________________
 NS0021* NAD 83(1986)-  42 36 47.     (N)    108 18 03.     (W)     SCALED    
 NS0021* NAVD 88     -      1835.001  (meters)    6020.33   (feet)  ADJUSTED  
 NS0021  ___________________________________________________________________
 NS0021  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 NS0021  DYNAMIC HT  -        1833.667 (meters)    6015.96  (feet)  COMP
 NS0021  MODELED GRAV-     979,829.5   (mgal)                       NAVD 88
 NS0021
 NS0021  VERT ORDER  -  SECOND    CLASS 0
 NS0021
 NS0021.The horizontal coordinates were scaled from a topographic map and have
 NS0021.an estimated accuracy of +/- 6 seconds.
 NS0021
 NS0021.The orthometric height was determined by differential leveling
 NS0021.and adjusted by the National Geodetic Survey in June 1991..
 NS0021
 NS0021.The geoid height was determined by GEOID03.
 NS0021
 NS0021.The dynamic height is computed by dividing the NAVD 88
 NS0021.geopotential number by the normal gravity value computed on the
 NS0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NS0021.degrees latitude (g = 980.6199 gals.).
 NS0021
 NS0021.The modeled gravity was interpolated from observed gravity values.
 NS0021
 NS0021;                    North         East    Units  Estimated Accuracy
 NS0021;SPC WYWC     -   234,770.      636,850.      MT  (+/- 180 meters Scaled)
 NS0021
 NS0021                          SUPERSEDED SURVEY CONTROL
 NS0021
 NS0021  NGVD 29 (??/??/92) 1833.898  (m)         6016.71   (f) ADJ UNCH    2 0
 NS0021
 NS0021.Superseded values are not recommended for survey control.
 NS0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NS0021.See file dsdata.txt to determine how the superseded data were derived.
 NS0021
 NS0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYN213213(NAD 83)
 NS0021_MARKER: DB = BENCH MARK DISK
 NS0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NS0021_SP_SET: CULVERT
 NS0021_STAMPING: Y 28 1934
 NS0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NS0021
 NS0021  HISTORY     - Date     Condition        Report By
 NS0021  HISTORY     - 1934     MONUMENTED       CGS
 NS0021
 NS0021                          STATION DESCRIPTION
 NS0021
 NS0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NS0021'29.5 MI SE FROM LANDER.
 NS0021'ABOUT 29.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 NS0021'AT LANDER, FREMONT COUNTY, 10.1 MI NW OF SWEETWATER STATION, ABOUT
 NS0021'4.4 MILES NORTHWEST OF THE INTERSECTION WITH ATLANTIC CITY ROAD, ABOUT
 NS0021'0.8 MILE SOUTHEAST OF THE BRIDGE OVER THE EAST FORK OF COTTONWOOD
 NS0021'CREEK, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 NS0021'HEAD WALL, 15.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 NS0021'1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED Y 28 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0178 ***********************************************************************
 NR0178  DESIGNATION -  Y 30
 NR0178  PID         -  NR0178
 NR0178  STATE/COUNTY-  WY/CARBON
 NR0178  USGS QUAD   -  MUDDY GAP (1981)
 NR0178
 NR0178                         *CURRENT SURVEY CONTROL
 NR0178  ___________________________________________________________________
 NR0178* NAD 83(1986)-  42 21 03.     (N)    107 27 31.     (W)     SCALED    
 NR0178* NAVD 88     -      1924.728  (meters)    6314.71   (feet)  ADJUSTED  
 NR0178  ___________________________________________________________________
 NR0178  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 NR0178  DYNAMIC HT  -        1923.260 (meters)    6309.90  (feet)  COMP
 NR0178  MODELED GRAV-     979,790.5   (mgal)                       NAVD 88
 NR0178
 NR0178  VERT ORDER  -  FIRST     CLASS II
 NR0178
 NR0178.The horizontal coordinates were scaled from a topographic map and have
 NR0178.an estimated accuracy of +/- 6 seconds.
 NR0178
 NR0178.The orthometric height was determined by differential leveling
 NR0178.and adjusted by the National Geodetic Survey in June 1991..
 NR0178
 NR0178.The geoid height was determined by GEOID03.
 NR0178
 NR0178.The dynamic height is computed by dividing the NAVD 88
 NR0178.geopotential number by the normal gravity value computed on the
 NR0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0178.degrees latitude (g = 980.6199 gals.).
 NR0178
 NR0178.The modeled gravity was interpolated from observed gravity values.
 NR0178
 NR0178;                    North         East    Units  Estimated Accuracy
 NR0178;SPC WYEC     -   305,550.      389,680.      MT  (+/- 180 meters Scaled)
 NR0178
 NR0178                          SUPERSEDED SURVEY CONTROL
 NR0178
 NR0178  NGVD 29 (??/??/92) 1923.652  (m)         6311.18   (f) ADJ UNCH    1 2
 NR0178
 NR0178.Superseded values are not recommended for survey control.
 NR0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0178.See file dsdata.txt to determine how the superseded data were derived.
 NR0178
 NR0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBG975916(NAD 83)
 NR0178_MARKER: DB = BENCH MARK DISK
 NR0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0178_STAMPING: Y 30 1933
 NR0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0178+STABILITY: SURFACE MOTION
 NR0178
 NR0178  HISTORY     - Date     Condition        Report By
 NR0178  HISTORY     - 1933     MONUMENTED       CGS
 NR0178  HISTORY     - 1954     GOOD             NGS
 NR0178  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0178
 NR0178                          STATION DESCRIPTION
 NR0178
 NR0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0178'1.0 MI S FROM THREE FORKS.
 NR0178'1.0 MILE SOUTH ALONG U.S. HIGHWAY 287 FROM THREE FORKS, CARBON COUNTY,
 NR0178'525 FEET SOUTH OF THE MUDDY GAP STORE AND CAFE, 57 FEET EAST OF THE
 NR0178'CENTER LINE OF THE HIGHWAY, 17 FEET NORTH OF A FENCE CORNER, AND 4
 NR0178'FEET WEST OF THE WIRE FENCE.  A STANDARD DISK, STAMPED Y 30 1933 AND
 NR0178'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NR0178
 NR0178                          STATION RECOVERY (1954)
 NR0178
 NR0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 NR0178'RECOVERED IN GOOD CONDITION.
 NR0178
 NR0178                          STATION RECOVERY (1982)
 NR0178
 NR0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0144 ***********************************************************************
 NR0144  DESIGNATION -  Y 31
 NR0144  PID         -  NR0144
 NR0144  STATE/COUNTY-  WY/NATRONA
 NR0144  USGS QUAD   -  ALCOVA (1984)
 NR0144
 NR0144                         *CURRENT SURVEY CONTROL
 NR0144  ___________________________________________________________________
 NR0144* NAD 83(1986)-  42 36 31.     (N)    106 38 37.     (W)     SCALED    
 NR0144* NAVD 88     -      1633.495  (meters)    5359.22   (feet)  ADJUSTED  
 NR0144  ___________________________________________________________________
 NR0144  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 NR0144  DYNAMIC HT  -        1632.419 (meters)    5355.69  (feet)  COMP
 NR0144  MODELED GRAV-     979,904.6   (mgal)                       NAVD 88
 NR0144
 NR0144  VERT ORDER  -  FIRST     CLASS II
 NR0144
 NR0144.The horizontal coordinates were scaled from a topographic map and have
 NR0144.an estimated accuracy of +/- 6 seconds.
 NR0144
 NR0144.The orthometric height was determined by differential leveling
 NR0144.and adjusted by the National Geodetic Survey in June 1991..
 NR0144
 NR0144.The geoid height was determined by GEOID03.
 NR0144
 NR0144.The dynamic height is computed by dividing the NAVD 88
 NR0144.geopotential number by the normal gravity value computed on the
 NR0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0144.degrees latitude (g = 980.6199 gals.).
 NR0144
 NR0144.The modeled gravity was interpolated from observed gravity values.
 NR0144
 NR0144;                    North         East    Units  Estimated Accuracy
 NR0144;SPC WYEC     -   334,410.      456,590.      MT  (+/- 180 meters Scaled)
 NR0144
 NR0144                          SUPERSEDED SURVEY CONTROL
 NR0144
 NR0144  NGVD 29 (??/??/92) 1632.583  (m)         5356.23   (f) ADJ UNCH    1 2
 NR0144
 NR0144.Superseded values are not recommended for survey control.
 NR0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0144.See file dsdata.txt to determine how the superseded data were derived.
 NR0144
 NR0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH651186(NAD 83)
 NR0144_MARKER: DB = BENCH MARK DISK
 NR0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NR0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NR0144_STAMPING: Y 31 1933
 NR0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NR0144+STABILITY: SURFACE MOTION
 NR0144
 NR0144  HISTORY     - Date     Condition        Report By
 NR0144  HISTORY     - 1933     MONUMENTED       CGS
 NR0144  HISTORY     - 1949     MARK NOT FOUND   NGS
 NR0144  HISTORY     - 1982     MARK NOT FOUND   NGS
 NR0144
 NR0144                          STATION DESCRIPTION
 NR0144
 NR0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NR0144'24.4 MI SW FROM CASPER.
 NR0144'24.4 MILES SOUTHWEST ALONG STATE HIGHWAY 220 FROM THE POST OFFICE AT
 NR0144'CASPER, NATRONA COUNTY, 0.4 MILE SOUTHWEST OF A WOODEN BRIDGE WITH
 NR0144'STEEL RAILINGS OVER A DRY GULCH, 0.2 MILE NORTHEAST OF ANOTHER WOODEN
 NR0144'BRIDGE OVER A DRY GULCH, 46 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NR0144'HIGHWAY, AND 4.3 FEET NORTHWEST OF A WIRE FENCE PARALLELING THE
 NR0144'HIGHWAY.  A STANDARD DISK, STAMPED Y 31 1933 AND SET IN THE TOP OF A
 NR0144'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- AN IRON ROD
 NR0144'WAS FOUND STICKING IN THE GROUND WHERE THE MARK SHOULD HAVE BEEN.
 NR0144
 NR0144                          STATION RECOVERY (1949)
 NR0144
 NR0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 NR0144'MARK NOT FOUND.
 NR0144
 NR0144                          STATION RECOVERY (1982)
 NR0144
 NR0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NR0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0189 ***********************************************************************
 OX0189  DESIGNATION -  Y 311
 OX0189  PID         -  OX0189
 OX0189  STATE/COUNTY-  WY/TETON
 OX0189  USGS QUAD   -  GROS VENTRE JUNCTION (1996)
 OX0189
 OX0189                         *CURRENT SURVEY CONTROL
 OX0189  ___________________________________________________________________
 OX0189* NAD 83(1986)-  43 37 05.     (N)    110 41 04.     (W)     SCALED    
 OX0189* NAVD 88     -      2011.587  (meters)    6599.68   (feet)  ADJUSTED  
 OX0189  ___________________________________________________________________
 OX0189  GEOID HEIGHT-          -9.29  (meters)                     GEOID03
 OX0189  DYNAMIC HT  -        2010.257 (meters)    6595.32  (feet)  COMP
 OX0189  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 OX0189
 OX0189  VERT ORDER  -  SECOND    CLASS 0
 OX0189
 OX0189.The horizontal coordinates were scaled from a topographic map and have
 OX0189.an estimated accuracy of +/- 6 seconds.
 OX0189
 OX0189.The orthometric height was determined by differential leveling
 OX0189.and adjusted by the National Geodetic Survey in June 1991..
 OX0189
 OX0189.The geoid height was determined by GEOID03.
 OX0189
 OX0189.The dynamic height is computed by dividing the NAVD 88
 OX0189.geopotential number by the normal gravity value computed on the
 OX0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0189.degrees latitude (g = 980.6199 gals.).
 OX0189
 OX0189.The modeled gravity was interpolated from observed gravity values.
 OX0189
 OX0189;                    North         East    Units  Estimated Accuracy
 OX0189;SPC WY W     -   446,490.      751,480.      MT  (+/- 180 meters Scaled)
 OX0189
 OX0189                          SUPERSEDED SURVEY CONTROL
 OX0189
 OX0189  NGVD 29 (??/??/92) 2010.292  (m)         6595.43   (f) ADJ UNCH    2 0
 OX0189
 OX0189.Superseded values are not recommended for survey control.
 OX0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0189.See file dsdata.txt to determine how the superseded data were derived.
 OX0189
 OX0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP254295(NAD 83)
 OX0189_MARKER: DB = BENCH MARK DISK
 OX0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0189_STAMPING: Y 311 1946
 OX0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0189+STABILITY: SURFACE MOTION
 OX0189
 OX0189  HISTORY     - Date     Condition        Report By
 OX0189  HISTORY     - 1946     MONUMENTED       CGS
 OX0189  HISTORY     - 1968     GOOD             NGS
 OX0189
 OX0189                          STATION DESCRIPTION
 OX0189
 OX0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0189'10.5 MI NE FROM JACKSON.
 OX0189'TO REACH FROM POST OFFICE AT JACKSON FOLLOW U.S. HIGHWAY 187 NORTH
 OX0189'ABOUT 6.6 MILES TO TRACK ROAD LEADING EAST THROUGH WOODEN GATE, FOLLOW
 OX0189'TRACK ROAD EAST 0.25 MILE TO FORKS, TAKE NORTH FORK AND GO NORTHEAST
 OX0189'ALONG TELEPHONE LINE 2.85 TO FORKS, TAKE NORTH FORK THROUGH GATE AND
 OX0189'CONTINUE ALONG TELEPHONE LINE 0.3 MILE TO FORKS, TAKE NORTH FORK
 OX0189'LEADING UP ON BENCH AND GO 0.5 MILE, MARK IS SET IN CONCRETE POST 9
 OX0189'FEET SOUTHEAST OF CENTER LINE OF ROAD, 34 FEET NORTHWEST OF EDGE OF
 OX0189'BENCH, 2.7 FEET SOUTHWEST OF WITNESS POST.  STANDARD BRONZE DISK SET
 OX0189'IN CONCRETE POST.
 OX0189
 OX0189                          STATION RECOVERY (1968)
 OX0189
 OX0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 OX0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OX0032 ***********************************************************************
 OX0032  DESIGNATION -  Y 312
 OX0032  PID         -  OX0032
 OX0032  STATE/COUNTY-  WY/TETON
 OX0032  USGS QUAD   -  UPPER SLIDE LAKE (1996)
 OX0032
 OX0032                         *CURRENT SURVEY CONTROL
 OX0032  ___________________________________________________________________
 OX0032* NAD 83(1986)-  43 33 13.     (N)    110 17 23.     (W)     SCALED    
 OX0032* NAVD 88     -      2249.110  (meters)    7378.96   (feet)  ADJUSTED  
 OX0032  ___________________________________________________________________
 OX0032  GEOID HEIGHT-          -8.65  (meters)                     GEOID03
 OX0032  DYNAMIC HT  -        2247.444 (meters)    7373.49  (feet)  COMP
 OX0032  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 OX0032
 OX0032  VERT ORDER  -  SECOND    CLASS 0
 OX0032
 OX0032.The horizontal coordinates were scaled from a topographic map and have
 OX0032.an estimated accuracy of +/- 6 seconds.
 OX0032
 OX0032.The orthometric height was determined by differential leveling
 OX0032.and adjusted by the National Geodetic Survey in June 1991..
 OX0032
 OX0032.The geoid height was determined by GEOID03.
 OX0032
 OX0032.The dynamic height is computed by dividing the NAVD 88
 OX0032.geopotential number by the normal gravity value computed on the
 OX0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OX0032.degrees latitude (g = 980.6199 gals.).
 OX0032
 OX0032.The modeled gravity was interpolated from observed gravity values.
 OX0032
 OX0032;                    North         East    Units  Estimated Accuracy
 OX0032;SPC WY W     -   439,180.      783,320.      MT  (+/- 180 meters Scaled)
 OX0032
 OX0032                          SUPERSEDED SURVEY CONTROL
 OX0032
 OX0032  NGVD 29 (??/??/92) 2247.663  (m)         7374.21   (f) ADJ UNCH    2 0
 OX0032
 OX0032.Superseded values are not recommended for survey control.
 OX0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OX0032.See file dsdata.txt to determine how the superseded data were derived.
 OX0032
 OX0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWP573225(NAD 83)
 OX0032_MARKER: DB = BENCH MARK DISK
 OX0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OX0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OX0032_STAMPING: Y 312 1946
 OX0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OX0032+STABILITY: SURFACE MOTION
 OX0032
 OX0032  HISTORY     - Date     Condition        Report By
 OX0032  HISTORY     - 1946     MONUMENTED       CGS
 OX0032  HISTORY     - 1965     GOOD             USGS
 OX0032
 OX0032                          STATION DESCRIPTION
 OX0032
 OX0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 OX0032'22.25 MI E FROM KELLY.
 OX0032'ALONG GROS VENTRE RIVER ROAD, ABOUT 22.25 MILES EAST OF KELLY POST
 OX0032'OFFICE (BY ROAD), 55 YARDS EAST OF BRIDGE OVER GOOSEWING CREEK, SET IN
 OX0032'CONCRETE POST 32 FEET SOUTH OF CENTER LINE OF ROAD, 24 FEET EAST OF
 OX0032'CENTER LINE OF TRACK ROAD LEADING SOUTH, 4.7 FEET NORTH OF A POST. A
 OX0032'STANDARD DISK, STAMPED Y 312 1946 AND SET IN TOP OF A CONCRETE POST.
 OX0032
 OX0032                          STATION RECOVERY (1965)
 OX0032
 OX0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OX0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0072 ***********************************************************************
 NT0072  DESIGNATION -  Y 313
 NT0072  PID         -  NT0072
 NT0072  STATE/COUNTY-  WY/LINCOLN
 NT0072  USGS QUAD   -  MAN PEAK (1980)
 NT0072
 NT0072                         *CURRENT SURVEY CONTROL
 NT0072  ___________________________________________________________________
 NT0072* NAD 83(1986)-  42 59 36.     (N)    110 47 12.     (W)     SCALED    
 NT0072* NAVD 88     -      1937.577  (meters)    6356.87   (feet)  ADJUSTED  
 NT0072  ___________________________________________________________________
 NT0072  GEOID HEIGHT-         -10.38  (meters)                     GEOID03
 NT0072  DYNAMIC HT  -        1936.171 (meters)    6352.25  (feet)  COMP
 NT0072  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 NT0072
 NT0072  VERT ORDER  -  SECOND    CLASS 0
 NT0072
 NT0072.The horizontal coordinates were scaled from a topographic map and have
 NT0072.an estimated accuracy of +/- 6 seconds.
 NT0072
 NT0072.The orthometric height was determined by differential leveling
 NT0072.and adjusted by the National Geodetic Survey in June 1991..
 NT0072
 NT0072.The geoid height was determined by GEOID03.
 NT0072
 NT0072.The dynamic height is computed by dividing the NAVD 88
 NT0072.geopotential number by the normal gravity value computed on the
 NT0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0072.degrees latitude (g = 980.6199 gals.).
 NT0072
 NT0072.The modeled gravity was interpolated from observed gravity values.
 NT0072
 NT0072;                    North         East    Units  Estimated Accuracy
 NT0072;SPC WY W     -   377,150.      742,650.      MT  (+/- 180 meters Scaled)
 NT0072
 NT0072                          SUPERSEDED SURVEY CONTROL
 NT0072
 NT0072  NGVD 29 (??/??/92) 1936.254  (m)         6352.53   (f) ADJ UNCH    2 0
 NT0072
 NT0072.Superseded values are not recommended for survey control.
 NT0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0072.See file dsdata.txt to determine how the superseded data were derived.
 NT0072
 NT0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN173600(NAD 83)
 NT0072_MARKER: DB = BENCH MARK DISK
 NT0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0072_STAMPING: Y 313 1946
 NT0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0072+STABILITY: SURFACE MOTION
 NT0072
 NT0072  HISTORY     - Date     Condition        Report By
 NT0072  HISTORY     - 1946     MONUMENTED       CGS
 NT0072  HISTORY     - 1974     GOOD             USGS
 NT0072
 NT0072                          STATION DESCRIPTION
 NT0072
 NT0072'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 NT0072'21.7 MI SE FROM ALPINE.
 NT0072'0.6 MI. S. ON U.S. HWY. 89 FROM JCT. U.S. HWYS. 26-89 AT ALPINE JCT.
 NT0072'TO GREYS RIVER ROAD.  SE ON GREYS RIVER ROAD FOR 21.1 MI. TO SIDE RD.
 NT0072'W. AND SIGN MAN CREEK.  1.5 MI. S. OF WHITE CREEK ROAD.  0.2 MI. S OF
 NT0072'LITTLE ELK CREEK.  0.15 MI. S. ALONG OLD LOWER ROAD.  45 FT. W. OF
 NT0072'CENTER OF OLD ROAD.  STANDARD DISK STAMPED Y 313 1946 SET IN TOP OF A
 NT0072'CONCRETE POST PROJECTING 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0101 ***********************************************************************
 NT0101  DESIGNATION -  Y 314
 NT0101  PID         -  NT0101
 NT0101  STATE/COUNTY-  WY/LINCOLN
 NT0101  USGS QUAD   -  BOX CANYON CREEK (1980)
 NT0101
 NT0101                         *CURRENT SURVEY CONTROL
 NT0101  ___________________________________________________________________
 NT0101* NAD 83(1986)-  42 39 49.     (N)    110 40 31.     (W)     SCALED    
 NT0101* NAVD 88     -      2316.443  (meters)    7599.86   (feet)  ADJUSTED  
 NT0101  ___________________________________________________________________
 NT0101  GEOID HEIGHT-         -10.54  (meters)                     GEOID03
 NT0101  DYNAMIC HT  -        2314.555 (meters)    7593.67  (feet)  COMP
 NT0101  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 NT0101
 NT0101  VERT ORDER  -  SECOND    CLASS 0
 NT0101
 NT0101.The horizontal coordinates were scaled from a topographic map and have
 NT0101.an estimated accuracy of +/- 6 seconds.
 NT0101
 NT0101.The orthometric height was determined by differential leveling
 NT0101.and adjusted by the National Geodetic Survey in June 1991..
 NT0101
 NT0101.The geoid height was determined by GEOID03.
 NT0101
 NT0101.The dynamic height is computed by dividing the NAVD 88
 NT0101.geopotential number by the normal gravity value computed on the
 NT0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0101.degrees latitude (g = 980.6199 gals.).
 NT0101
 NT0101.The modeled gravity was interpolated from observed gravity values.
 NT0101
 NT0101;                    North         East    Units  Estimated Accuracy
 NT0101;SPC WY W     -   340,460.      751,470.      MT  (+/- 180 meters Scaled)
 NT0101
 NT0101                          SUPERSEDED SURVEY CONTROL
 NT0101
 NT0101  NGVD 29 (??/??/92) 2314.991  (m)         7595.10   (f) ADJ UNCH    2 0
 NT0101
 NT0101.Superseded values are not recommended for survey control.
 NT0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0101.See file dsdata.txt to determine how the superseded data were derived.
 NT0101
 NT0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN266235(NAD 83)
 NT0101_MARKER: DB = BENCH MARK DISK
 NT0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0101_STAMPING: Y 314 1946
 NT0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0101+STABILITY: SURFACE MOTION
 NT0101
 NT0101  HISTORY     - Date     Condition        Report By
 NT0101  HISTORY     - 1946     MONUMENTED       CGS
 NT0101  HISTORY     - 1974     MARK NOT FOUND   NGS
 NT0101
 NT0101                          STATION DESCRIPTION
 NT0101
 NT0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0101'41.2 MI NE FROM SMOOT.
 NT0101'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0101'THENCE ABOUT 34.2 MILES EASTERLY AND NORTHEASTERLY ALONG GREYS RIVER
 NT0101'ROAD, AT THE EXTREME SOUTH END OF A MILE-LONG FLAT, 23 FEET NORTHWEST
 NT0101'OF THE CENTER LINE OF THE ROAD, ABOUT THE SAME ELEVATION AS THE ROAD,
 NT0101'3 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
 NT0101'NOTE-- THIS MARK IS ALSO ABOUT 0.1 MILE NORTH OF A WOODEN BRIDGE OVER
 NT0101'CANYON CREEK.
 NT0101
 NT0101                          STATION RECOVERY (1974)
 NT0101
 NT0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NT0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NT0126 ***********************************************************************
 NT0126  DESIGNATION -  Y 315
 NT0126  PID         -  NT0126
 NT0126  STATE/COUNTY-  WY/LINCOLN
 NT0126  USGS QUAD   -  PORCUPINE CREEK (1967)
 NT0126
 NT0126                         *CURRENT SURVEY CONTROL
 NT0126  ___________________________________________________________________
 NT0126* NAD 83(1986)-  42 29 40.     (N)    110 48 06.     (W)     SCALED    
 NT0126* NAVD 88     -      2325.693  (meters)    7630.21   (feet)  ADJUSTED  
 NT0126  ___________________________________________________________________
 NT0126  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 NT0126  DYNAMIC HT  -        2323.791 (meters)    7623.97  (feet)  COMP
 NT0126  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 NT0126
 NT0126  VERT ORDER  -  SECOND    CLASS 0
 NT0126
 NT0126.The horizontal coordinates were scaled from a topographic map and have
 NT0126.an estimated accuracy of +/- 6 seconds.
 NT0126
 NT0126.The orthometric height was determined by differential leveling
 NT0126.and adjusted by the National Geodetic Survey in June 1991..
 NT0126
 NT0126.The geoid height was determined by GEOID03.
 NT0126
 NT0126.The dynamic height is computed by dividing the NAVD 88
 NT0126.geopotential number by the normal gravity value computed on the
 NT0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NT0126.degrees latitude (g = 980.6199 gals.).
 NT0126
 NT0126.The modeled gravity was interpolated from observed gravity values.
 NT0126
 NT0126;                    North         East    Units  Estimated Accuracy
 NT0126;SPC WY W     -   321,750.      740,950.      MT  (+/- 180 meters Scaled)
 NT0126
 NT0126                          SUPERSEDED SURVEY CONTROL
 NT0126
 NT0126  NGVD 29 (??/??/92) 2324.265  (m)         7625.53   (f) ADJ UNCH    2 0
 NT0126
 NT0126.Superseded values are not recommended for survey control.
 NT0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NT0126.See file dsdata.txt to determine how the superseded data were derived.
 NT0126
 NT0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TWN162046(NAD 83)
 NT0126_MARKER: DB = BENCH MARK DISK
 NT0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NT0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NT0126_STAMPING: Y 315 1946
 NT0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NT0126+STABILITY: SURFACE MOTION
 NT0126
 NT0126  HISTORY     - Date     Condition        Report By
 NT0126  HISTORY     - 1946     MONUMENTED       CGS
 NT0126
 NT0126                          STATION DESCRIPTION
 NT0126
 NT0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 NT0126'16.5 MI SE FROM SMOOT.
 NT0126'7.0 MILES SOUTH ALONG U. S. HIGHWAY 89 FROM THE POST OFFICE AT SMOOT,
 NT0126'THENCE ABOUT 9.5 MILES EASTERLY ALONG GREYS RIVER ROAD, IN THE CENTER
 NT0126'OF AN ABANDONED ROAD BED, 118 FEET SOUTH OF A CORRUGATED METAL
 NT0126'CULVERT, 109 FEET WEST OF THE WEST BANK OF SMITHS FORK CREEK, 25 FEET
 NT0126'EAST OF THE CENTER LINE OF THE ROAD, 10 FEET EAST OF A GROUP OF 4
 NT0126'SMALL SPRUCE TREES, ABOUT 4 FEET BELOW THE ROAD LEVEL, 3 FEET WEST OF
 NT0126'A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0470 ***********************************************************************
 MO0470  DESIGNATION -  Y 316
 MO0470  PID         -  MO0470
 MO0470  STATE/COUNTY-  WY/ALBANY
 MO0470  USGS QUAD   -  BUFORD (1987)
 MO0470
 MO0470                         *CURRENT SURVEY CONTROL
 MO0470  ___________________________________________________________________
 MO0470* NAD 83(1986)-  41 06 05.     (N)    105 21 25.     (W)     SCALED    
 MO0470* NAVD 88     -      2458.293  (meters)    8065.25   (feet)  ADJUSTED  
 MO0470  ___________________________________________________________________
 MO0470  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 MO0470  DYNAMIC HT  -        2456.022 (meters)    8057.80  (feet)  COMP
 MO0470  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 MO0470
 MO0470  VERT ORDER  -  FIRST     CLASS II
 MO0470
 MO0470.The horizontal coordinates were scaled from a topographic map and have
 MO0470.an estimated accuracy of +/- 6 seconds.
 MO0470
 MO0470.The orthometric height was determined by differential leveling
 MO0470.and adjusted by the National Geodetic Survey in June 1991..
 MO0470
 MO0470.The geoid height was determined by GEOID03.
 MO0470
 MO0470.The dynamic height is computed by dividing the NAVD 88
 MO0470.geopotential number by the normal gravity value computed on the
 MO0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0470.degrees latitude (g = 980.6199 gals.).
 MO0470
 MO0470.The modeled gravity was interpolated from observed gravity values.
 MO0470
 MO0470;                    North         East    Units  Estimated Accuracy
 MO0470;SPC WY E     -    66,800.      184,020.      MT  (+/- 180 meters Scaled)
 MO0470
 MO0470                          SUPERSEDED SURVEY CONTROL
 MO0470
 MO0470  NGVD 29 (06/08/92) 2457.172  (m)         8061.57   (f) ADJUSTED    1 2
 MO0470
 MO0470.Superseded values are not recommended for survey control.
 MO0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0470.See file dsdata.txt to determine how the superseded data were derived.
 MO0470
 MO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF700500(NAD 83)
 MO0470_MARKER: DB = BENCH MARK DISK
 MO0470_SETTING: 66 = SET IN ROCK OUTCROP
 MO0470_SP_SET: GRANITE OUTCROP
 MO0470_STAMPING: Y 316 1947
 MO0470_MARK LOGO: CGS   
 MO0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0470+STABILITY: POSITION/ELEVATION WELL
 MO0470
 MO0470  HISTORY     - Date     Condition        Report By
 MO0470  HISTORY     - 1947     MONUMENTED       CGS
 MO0470  HISTORY     - 1956     GOOD             NGS
 MO0470  HISTORY     - 1983     GOOD             NGS
 MO0470  HISTORY     - 1985     GOOD             DMA
 MO0470  HISTORY     - 1985     GOOD             DMA
 MO0470
 MO0470                          STATION DESCRIPTION
 MO0470
 MO0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0470'0.4 MI NW FROM SHERMAN.
 MO0470'0.4 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 MO0470'RAILROAD STATION SIGN AT SHERMAN, 165 FEET SOUTH OF THE CENTER
 MO0470'LINE OF A GRAVELED ROAD, 7 FEET ABOVE THE LEVEL OF THE ROAD, 4
 MO0470'FEET ABOVE THE GROUND, SET IN THE TOP OF THE SOUTHWEST PART OF
 MO0470'THE MOST PROMINENT GRANITE OUTCROP IN THE VICINITY, IN SECTION
 MO0470'16, TOWNSHIP 13 NORTH, RANGE 71 WEST.
 MO0470
 MO0470                          STATION RECOVERY (1983)
 MO0470
 MO0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0470'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  41.7 KM
 MO0470'(25.9 MI) SOUTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0470'STATION IN LARAMIE, THENCE 0.6 KM (0.4 MI) NORTHEAST ALONG A DIRT
 MO0470'ROAD.  ADD 0.3 METER (1.0 FT) NORTHWEST OF A WITNESS POST.
 MO0470
 MO0470                          STATION RECOVERY (1985)
 MO0470
 MO0470'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0470'RECOVERED IN GOOD CONDITION.
 MO0470
 MO0470                          STATION RECOVERY (1985)
 MO0470
 MO0470'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985
 MO0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0621 ***********************************************************************
 MO0621  DESIGNATION -  Y 317
 MO0621  PID         -  MO0621
 MO0621  STATE/COUNTY-  WY/ALBANY
 MO0621  USGS QUAD   -  LARAMIE SW (1978)
 MO0621
 MO0621                         *CURRENT SURVEY CONTROL
 MO0621  ___________________________________________________________________
 MO0621* NAD 83(1986)-  41 19 14.     (N)    105 40 17.     (W)     SCALED    
 MO0621* NAVD 88     -      2214.937  (meters)    7266.84   (feet)  ADJUSTED  
 MO0621  ___________________________________________________________________
 MO0621  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 MO0621  DYNAMIC HT  -        2213.007 (meters)    7260.51  (feet)  COMP
 MO0621  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 MO0621
 MO0621  VERT ORDER  -  FIRST     CLASS II
 MO0621
 MO0621.This mark is at Laramie Regional Airport (LAR)
 MO0621
 MO0621.The horizontal coordinates were scaled from a topographic map and have
 MO0621.an estimated accuracy of +/- 6 seconds.
 MO0621
 MO0621.The orthometric height was determined by differential leveling
 MO0621.and adjusted by the National Geodetic Survey in June 1991..
 MO0621
 MO0621.The geoid height was determined by GEOID03.
 MO0621
 MO0621.The dynamic height is computed by dividing the NAVD 88
 MO0621.geopotential number by the normal gravity value computed on the
 MO0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0621.degrees latitude (g = 980.6199 gals.).
 MO0621
 MO0621.The modeled gravity was interpolated from observed gravity values.
 MO0621
 MO0621;                    North         East    Units  Estimated Accuracy
 MO0621;SPC WY E     -    91,240.      157,740.      MT  (+/- 180 meters Scaled)
 MO0621
 MO0621                          SUPERSEDED SURVEY CONTROL
 MO0621
 MO0621  NGVD 29 (??/??/92) 2213.876  (m)         7263.36   (f) ADJ UNCH    1 2
 MO0621
 MO0621.Superseded values are not recommended for survey control.
 MO0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0621.See file dsdata.txt to determine how the superseded data were derived.
 MO0621
 MO0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF438745(NAD 83)
 MO0621_MARKER: DB = BENCH MARK DISK
 MO0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MO0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MO0621_STAMPING: Y 317 1947
 MO0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MO0621+STABILITY: SURFACE MOTION
 MO0621
 MO0621  HISTORY     - Date     Condition        Report By
 MO0621  HISTORY     - 1947     MONUMENTED       CGS
 MO0621  HISTORY     - 1956     GOOD             NGS
 MO0621  HISTORY     - 1971     GOOD             NGS
 MO0621  HISTORY     - 1979     GOOD             NGS
 MO0621  HISTORY     - 19920830 POOR             USPSQD
 MO0621
 MO0621                          STATION DESCRIPTION
 MO0621
 MO0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0621'4.8 MI W FROM LARAMIE.
 MO0621'4.8 MILES WEST ALONG STATE HIGHWAY 130 FROM THE POST OFFICE AT
 MO0621'LARAMIE, 161 YARDS WEST OF THE NORTHWEST CORNER OF THE
 MO0621'ADMINISTRATION BUILDING AT THE GENERAL BREES AIRPORT, 103 YARDS
 MO0621'NORTHWEST OF THE BEACON LIGHT, 59 FEET SOUTH OF THE CENTER LINE
 MO0621'OF THE HIGHWAY, 61 FEET EAST OF THE CENTER LINE OF A ROAD
 MO0621'LEADING TO THE AIRPORT, 29.4 FEET EAST OF A FENCE CORNER, 1.5
 MO0621'FEET SOUTH OF A FENCE, 4 FEET WEST OF A WITNESS POST, SET IN THE
 MO0621'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 MO0621'IN THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 16 NORTH, RANGE
 MO0621'74 WEST.
 MO0621
 MO0621                          STATION RECOVERY (1971)
 MO0621
 MO0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 MO0621'RECOVERED IN GOOD CONDITION.
 MO0621
 MO0621                          STATION RECOVERY (1979)
 MO0621
 MO0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 MO0621'RECOVERED IN GOOD CONDITION.
 MO0621
 MO0621                          STATION RECOVERY (1992)
 MO0621
 MO0621'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 MO0621'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0193 ***********************************************************************
 MP0193  DESIGNATION -  Y 319
 MP0193  PID         -  MP0193
 MP0193  STATE/COUNTY-  WY/CARBON
 MP0193  USGS QUAD   -  WALCOTT (1982)
 MP0193
 MP0193                         *CURRENT SURVEY CONTROL
 MP0193  ___________________________________________________________________
 MP0193* NAD 83(1986)-  41 48 36.     (N)    106 47 57.     (W)     SCALED    
 MP0193* NAVD 88     -      2049.688  (meters)    6724.68   (feet)  ADJUSTED  
 MP0193  ___________________________________________________________________
 MP0193  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 MP0193  DYNAMIC HT  -        2047.881 (meters)    6718.76  (feet)  COMP
 MP0193  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 MP0193
 MP0193  VERT ORDER  -  FIRST     CLASS II
 MP0193
 MP0193.The horizontal coordinates were scaled from a topographic map and have
 MP0193.an estimated accuracy of +/- 6 seconds.
 MP0193
 MP0193.The orthometric height was determined by differential leveling
 MP0193.and adjusted by the National Geodetic Survey in June 1991..
 MP0193
 MP0193.The geoid height was determined by GEOID03.
 MP0193
 MP0193.The dynamic height is computed by dividing the NAVD 88
 MP0193.geopotential number by the normal gravity value computed on the
 MP0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0193.degrees latitude (g = 980.6199 gals.).
 MP0193
 MP0193.The modeled gravity was interpolated from observed gravity values.
 MP0193
 MP0193;                    North         East    Units  Estimated Accuracy
 MP0193;SPC WYEC     -   245,610.      444,390.      MT  (+/- 180 meters Scaled)
 MP0193
 MP0193                          SUPERSEDED SURVEY CONTROL
 MP0193
 MP0193  NGVD 29 (06/08/92) 2048.465  (m)         6720.67   (f) ADJUSTED    1 2
 MP0193
 MP0193.Superseded values are not recommended for survey control.
 MP0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0193.See file dsdata.txt to determine how the superseded data were derived.
 MP0193
 MP0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG505302(NAD 83)
 MP0193_MARKER: DB = BENCH MARK DISK
 MP0193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0193_STAMPING: Y 319 1947
 MP0193_MARK LOGO: CGS   
 MP0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0193+STABILITY: SURFACE MOTION
 MP0193
 MP0193  HISTORY     - Date     Condition        Report By
 MP0193  HISTORY     - 1947     MONUMENTED       CGS
 MP0193  HISTORY     - 1983     GOOD             NGS
 MP0193
 MP0193                          STATION DESCRIPTION
 MP0193
 MP0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0193'4.8 MI E FROM WALCOTT.
 MP0193'4.8 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION AT
 MP0193'WALCOTT, 0.5 MILE WEST OF THE SECTION HOUSE AT EDSON SIDING, 2 POLES
 MP0193'WEST OF MILEPOST 657, 8.0 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 MP0193'TRACK AND 1.5 FEET LOWER, SET IN A DRILL HOLE IN THE TOP OF THE EAST
 MP0193'END OF THE NORTH CONCRETE HEADWALL OF RAILWAY BRIDGE 657.01 A 9 FOOT
 MP0193'BY 10 FOOT ARCH CULVERT.
 MP0193
 MP0193                          STATION RECOVERY (1983)
 MP0193
 MP0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0193'RECOVERED IN GOOD CONDITION EXCEPT DELETE 8.0 FEET NORTH OF THE NORTH
 MP0193'RAIL OF THE NORTH TRACK.  ADD 18.3 METERS (60.0 FT) NORTH OF THE NEAR
 MP0193'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0457 ***********************************************************************
 MO0457  DESIGNATION -  Y 320
 MO0457  PID         -  MO0457
 MO0457  STATE/COUNTY-  WY/LARAMIE
 MO0457  USGS QUAD   -  GRANITE (1978)
 MO0457
 MO0457                         *CURRENT SURVEY CONTROL
 MO0457  ___________________________________________________________________
 MO0457* NAD 83(1986)-  41 05 59.     (N)    105 13 52.     (W)     SCALED    
 MO0457* NAVD 88     -      2318.700  (meters)    7607.27   (feet)  ADJUSTED  
 MO0457  ___________________________________________________________________
 MO0457  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 MO0457  DYNAMIC HT  -        2316.597 (meters)    7600.37  (feet)  COMP
 MO0457  MODELED GRAV-     979,632.4   (mgal)                       NAVD 88
 MO0457
 MO0457  VERT ORDER  -  FIRST     CLASS II
 MO0457
 MO0457.The horizontal coordinates were scaled from a topographic map and have
 MO0457.an estimated accuracy of +/- 6 seconds.
 MO0457
 MO0457.The orthometric height was determined by differential leveling
 MO0457.and adjusted by the National Geodetic Survey in June 1991..
 MO0457
 MO0457.The geoid height was determined by GEOID03.
 MO0457
 MO0457.The dynamic height is computed by dividing the NAVD 88
 MO0457.geopotential number by the normal gravity value computed on the
 MO0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0457.degrees latitude (g = 980.6199 gals.).
 MO0457
 MO0457.The modeled gravity was interpolated from observed gravity values.
 MO0457
 MO0457;                    North         East    Units  Estimated Accuracy
 MO0457;SPC WY E     -    66,600.      194,590.      MT  (+/- 180 meters Scaled)
 MO0457
 MO0457                          SUPERSEDED SURVEY CONTROL
 MO0457
 MO0457  NGVD 29 (06/08/92) 2317.608  (m)         7603.69   (f) ADJUSTED    1 2
 MO0457
 MO0457.Superseded values are not recommended for survey control.
 MO0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0457.See file dsdata.txt to determine how the superseded data were derived.
 MO0457
 MO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF805498(NAD 83)
 MO0457_MARKER: DB = BENCH MARK DISK
 MO0457_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MO0457_STAMPING: Y 320 1947
 MO0457_MARK LOGO: CGS   
 MO0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0457+STABILITY: POSITION/ELEVATION WELL
 MO0457
 MO0457  HISTORY     - Date     Condition        Report By
 MO0457  HISTORY     - 1947     MONUMENTED       CGS
 MO0457  HISTORY     - 1956     GOOD             NGS
 MO0457  HISTORY     - 1983     GOOD             NGS
 MO0457
 MO0457                          STATION DESCRIPTION
 MO0457
 MO0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MO0457'4 MI W FROM GRANITE CANON.
 MO0457'4.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MO0457'AT GRANITE CANON, 9.4 FEET NORTH OF THE NORTH RAIL OF THE
 MO0457'NORTH TRACK, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP
 MO0457'OF THE NORTHWEST END OF THE NORTHWEST AND SOUTHEAST ABUMTMENT
 MO0457'OF THE UNDERPASS OF U.S. HIGHWAY 30, AT THE WEST END OF THE
 MO0457'UNDERPASS, IN SECTION 16, TOWNSHIP 13 NORTH, RANGE 70 WEST.
 MO0457
 MO0457                          STATION RECOVERY (1983)
 MO0457
 MO0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0457'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 MO0457'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 MO0457'80 IN CHEYENNE, THENCE 37.3 KM (23.15 MI) WESTERLY ALONG THE UNION
 MO0457'PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0002 ***********************************************************************
 MP0002  DESIGNATION -  Y 321
 MP0002  PID         -  MP0002
 MP0002  STATE/COUNTY-  WY/ALBANY
 MP0002  USGS QUAD   -  FOOTE CREEK LAKE (1971)
 MP0002
 MP0002                         *CURRENT SURVEY CONTROL
 MP0002  ___________________________________________________________________
 MP0002* NAD 83(1986)-  41 49 53.     (N)    106 02 21.     (W)     SCALED    
 MP0002* NAVD 88     -      2083.885  (meters)    6836.88   (feet)  ADJUSTED  
 MP0002  ___________________________________________________________________
 MP0002  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 MP0002  DYNAMIC HT  -        2082.138 (meters)    6831.15  (feet)  COMP
 MP0002  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 MP0002
 MP0002  VERT ORDER  -  FIRST     CLASS II
 MP0002
 MP0002.The horizontal coordinates were scaled from a topographic map and have
 MP0002.an estimated accuracy of +/- 6 seconds.
 MP0002
 MP0002.The orthometric height was determined by differential leveling
 MP0002.and adjusted by the National Geodetic Survey in June 1991..
 MP0002
 MP0002.The geoid height was determined by GEOID03.
 MP0002
 MP0002.The dynamic height is computed by dividing the NAVD 88
 MP0002.geopotential number by the normal gravity value computed on the
 MP0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0002.degrees latitude (g = 980.6199 gals.).
 MP0002
 MP0002.The modeled gravity was interpolated from observed gravity values.
 MP0002
 MP0002;                    North         East    Units  Estimated Accuracy
 MP0002;SPC WY E     -   148,220.      127,530.      MT  (+/- 180 meters Scaled)
 MP0002
 MP0002                          SUPERSEDED SURVEY CONTROL
 MP0002
 MP0002  NGVD 29 (??/??/92) 2082.790  (m)         6833.29   (f) ADJ UNCH    1 2
 MP0002
 MP0002.Superseded values are not recommended for survey control.
 MP0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0002.See file dsdata.txt to determine how the superseded data were derived.
 MP0002
 MP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDG137315(NAD 83)
 MP0002_MARKER: DB = BENCH MARK DISK
 MP0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0002_STAMPING: Y 321 1947
 MP0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0002+STABILITY: SURFACE MOTION
 MP0002
 MP0002  HISTORY     - Date     Condition        Report By
 MP0002  HISTORY     - 1947     MONUMENTED       CGS
 MP0002  HISTORY     - 1983     MARK NOT FOUND   NGS
 MP0002
 MP0002                          STATION DESCRIPTION
 MP0002
 MP0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0002'7.6 MI NW FROM ROCK RIVER.
 MP0002'7.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE WATER
 MP0002'TANK AT ROCK RIVER, 5 POLES WEST OF MILE POST NO.613, AT THE TOP OF A
 MP0002'HILL AND DIRECTLY ACROSS THE TRACKS FROM TELEPHONE POLE NO.E 14 AF,
 MP0002'48.7 FEET NORTH OF THE NORTH RAIL OF THE WEST BOUND TRACK OF THE MAIN
 MP0002'LINE TRACKS, 26.5 FEET EAST OF A POWER LINE POLE, 13.8 FEET NORTH OF
 MP0002'THE NORTH RIGHT-OF-WAY FENCE, 4.0 FEET EAST OF A REFERENCE POST, SET
 MP0002'IN A CONCRETE POST IN LINE WITH A ROW OF POWER LINE POLES, ABOUT THE
 MP0002'SAME ELEVATION AS THE TRACKS AND PROJECTING 0.8 FOOT.
 MP0002
 MP0002                          STATION RECOVERY (1983)
 MP0002
 MP0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0027 ***********************************************************************
 MP0027  DESIGNATION -  Y 322
 MP0027  PID         -  MP0027
 MP0027  STATE/COUNTY-  WY/CARBON
 MP0027  USGS QUAD   -  COMO EAST (1971)
 MP0027
 MP0027                         *CURRENT SURVEY CONTROL
 MP0027  ___________________________________________________________________
 MP0027* NAD 83(1986)-  41 54 32.     (N)    106 22 20.     (W)     SCALED    
 MP0027* NAVD 88     -      2047.473  (meters)    6717.42   (feet)  ADJUSTED  
 MP0027  ___________________________________________________________________
 MP0027  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 MP0027  DYNAMIC HT  -        2045.665 (meters)    6711.49  (feet)  COMP
 MP0027  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 MP0027
 MP0027  VERT ORDER  -  FIRST     CLASS II
 MP0027
 MP0027.The horizontal coordinates were scaled from a topographic map and have
 MP0027.an estimated accuracy of +/- 6 seconds.
 MP0027
 MP0027.The orthometric height was determined by differential leveling
 MP0027.and adjusted by the National Geodetic Survey in June 1991..
 MP0027
 MP0027.The geoid height was determined by GEOID03.
 MP0027
 MP0027.The dynamic height is computed by dividing the NAVD 88
 MP0027.geopotential number by the normal gravity value computed on the
 MP0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0027.degrees latitude (g = 980.6199 gals.).
 MP0027
 MP0027.The modeled gravity was interpolated from observed gravity values.
 MP0027
 MP0027;                    North         East    Units  Estimated Accuracy
 MP0027;SPC WYEC     -   256,910.      479,740.      MT  (+/- 180 meters Scaled)
 MP0027
 MP0027                          SUPERSEDED SURVEY CONTROL
 MP0027
 MP0027  NGVD 29 (06/08/92) 2046.250  (m)         6713.41   (f) ADJUSTED    1 2
 MP0027
 MP0027.Superseded values are not recommended for survey control.
 MP0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0027.See file dsdata.txt to determine how the superseded data were derived.
 MP0027
 MP0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG861405(NAD 83)
 MP0027_MARKER: DB = BENCH MARK DISK
 MP0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0027_STAMPING: Y 322 1947
 MP0027_MARK LOGO: CGS   
 MP0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0027+STABILITY: SURFACE MOTION
 MP0027
 MP0027  HISTORY     - Date     Condition        Report By
 MP0027  HISTORY     - 1947     MONUMENTED       CGS
 MP0027  HISTORY     - 1983     GOOD             NGS
 MP0027
 MP0027                          STATION DESCRIPTION
 MP0027
 MP0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0027'9.45 MI W FROM MEDICINE BOW.
 MP0027'9.45 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0027'MEDICINE BOW, 236.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 MP0027'TELEPHONE BOOTH AT COMO SIDING, 132.0 FEET SOUTHWEST OF THE CENTER OF
 MP0027'A PRIVATE ROAD CROSSING MEASURED FROM A POINT AT THE CENTER OF THE
 MP0027'EAST BOUND TRACK OF THE MAIN LINE TRACKS, 99.8 FEET SOUTH OF THE SOUTH
 MP0027'RAIL OF THE EAST BOUND TRACK OF THE MAIN LINE TRACKS, 36.0 FEET
 MP0027'NORTHWEST OF A TELEPHONE POLE MARKED F AND WHICH IS THE TWELFTH
 MP0027'TELEPHONE POLE WEST OF MILE POST NO.632, 19.3 FEET WEST OF A CONCRETE
 MP0027'RIGHT-OF-WAY FENCE CORNER POST, 3.5 FEET WEST OF A REFERENCE POST, 1.5
 MP0027'FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, SET IN A CONCRETE POST
 MP0027'ABOUT 3 FEET ABOVE THE TRACKS AND PROJECTING 0.6 FOOT.
 MP0027
 MP0027                          STATION RECOVERY (1983)
 MP0027
 MP0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0027'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.6 KM
 MP0027'(9.05 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 MP0027'IN MEDICINE BOW.  DELETE 3.5 FEET WEST OF A REFERENCE POST, AND 1.5
 MP0027'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  ADD 0.9 METER (3.0 FT)
 MP0027'SOUTH OF A FENCE AND WITNESS POST.  NOTE=THE MILEAGE FROM THE RAILROAD
 MP0027'STATION IN MEDICINE BOW IS 9.05 NOT 9.45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0188 ***********************************************************************
 MP0188  DESIGNATION -  Y 323
 MP0188  PID         -  MP0188
 MP0188  STATE/COUNTY-  WY/CARBON
 MP0188  USGS QUAD   -  DANA (1982)
 MP0188
 MP0188                         *CURRENT SURVEY CONTROL
 MP0188  ___________________________________________________________________
 MP0188* NAD 83(1986)-  41 50 04.     (N)    106 43 45.     (W)     SCALED    
 MP0188* NAVD 88     -      2065.768  (meters)    6777.44   (feet)  ADJUSTED  
 MP0188  ___________________________________________________________________
 MP0188  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 MP0188  DYNAMIC HT  -        2063.925 (meters)    6771.39  (feet)  COMP
 MP0188  MODELED GRAV-     979,657.5   (mgal)                       NAVD 88
 MP0188
 MP0188  VERT ORDER  -  FIRST     CLASS II
 MP0188
 MP0188.The horizontal coordinates were scaled from a topographic map and have
 MP0188.an estimated accuracy of +/- 6 seconds.
 MP0188
 MP0188.The orthometric height was determined by differential leveling
 MP0188.and adjusted by the National Geodetic Survey in June 1991..
 MP0188
 MP0188.The geoid height was determined by GEOID03.
 MP0188
 MP0188.The dynamic height is computed by dividing the NAVD 88
 MP0188.geopotential number by the normal gravity value computed on the
 MP0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0188.degrees latitude (g = 980.6199 gals.).
 MP0188
 MP0188.The modeled gravity was interpolated from observed gravity values.
 MP0188
 MP0188;                    North         East    Units  Estimated Accuracy
 MP0188;SPC WYEC     -   248,370.      450,180.      MT  (+/- 180 meters Scaled)
 MP0188
 MP0188                          SUPERSEDED SURVEY CONTROL
 MP0188
 MP0188  NGVD 29 (06/08/92) 2064.524  (m)         6773.36   (f) ADJUSTED    1 2
 MP0188
 MP0188.Superseded values are not recommended for survey control.
 MP0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0188.See file dsdata.txt to determine how the superseded data were derived.
 MP0188
 MP0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG564328(NAD 83)
 MP0188_MARKER: DB = BENCH MARK DISK
 MP0188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MP0188_STAMPING: Y 323 1947
 MP0188_MARK LOGO: CGS   
 MP0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0188+STABILITY: SURFACE MOTION
 MP0188
 MP0188  HISTORY     - Date     Condition        Report By
 MP0188  HISTORY     - 1947     MONUMENTED       CGS
 MP0188  HISTORY     - 1983     GOOD             NGS
 MP0188
 MP0188                          STATION DESCRIPTION
 MP0188
 MP0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 MP0188'9.65 MI W FROM HANNA.
 MP0188'9.65 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 MP0188'HANNA, AT THE EAST END OF A 20.5-FOOT STEEL PLATE BRIDGE OVER A DRY
 MP0188'WASH, 11 TELEPHONE POLES EAST OF MILE POST NO.653, 4.9 FEET SOUTH OF
 MP0188'THE SOUTH RAIL OF THE WEST BOUND TRACK AND 3.3 FEET NORTH OF THE NORTH
 MP0188'RAIL OF THE EAST BOUND TRACK OF THE MAIN LINE TRACKS, 2.8 FEET BELOW
 MP0188'THE BASE OF THE RAILS, SET IN THE TOP OF THE EAST CONCRETE ABUTMENT OF
 MP0188'THE BRIDGE AND BETWEEN THE TWO MAIN LINE TRACKS.
 MP0188
 MP0188                          STATION RECOVERY (1983)
 MP0188
 MP0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0188'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.5 KM
 MP0188'(9.6 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 MP0188'HANNA OR 14.6 KM (9.05 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD
 MP0188'FROM THE STATION IN WALCOTT.  ADD IN BRIDGE NUMBER 652.74.  NOTE=PART
 MP0188'OF THE DISK HAS BEEN CUT OFF BUT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0176 ***********************************************************************
 OW0176  DESIGNATION -  Y 326
 OW0176  PID         -  OW0176
 OW0176  STATE/COUNTY-  WY/WASHAKIE
 OW0176  USGS QUAD   -  NEIBER (1985)
 OW0176
 OW0176                         *CURRENT SURVEY CONTROL
 OW0176  ___________________________________________________________________
 OW0176* NAD 83(1986)-  43 57 27.     (N)    108 00 50.     (W)     SCALED    
 OW0176* NAVD 88     -      1254.895  (meters)    4117.10   (feet)  ADJUSTED  
 OW0176  ___________________________________________________________________
 OW0176  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 OW0176  DYNAMIC HT  -        1254.299 (meters)    4115.15  (feet)  COMP
 OW0176  MODELED GRAV-     980,100.9   (mgal)                       NAVD 88
 OW0176  OBS GRAVITY -     980,103.5   (mgal)                       GRAV_OBS
 OW0176
 OW0176  VERT ORDER  -  FIRST     CLASS II
 OW0176
 OW0176.The horizontal coordinates were scaled from a topographic map and have
 OW0176.an estimated accuracy of +/- 6 seconds.
 OW0176
 OW0176.The orthometric height was determined by differential leveling
 OW0176.and adjusted by the National Geodetic Survey in June 1991..
 OW0176
 OW0176.The geoid height was determined by GEOID03.
 OW0176
 OW0176.The dynamic height is computed by dividing the NAVD 88
 OW0176.geopotential number by the normal gravity value computed on the
 OW0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0176.degrees latitude (g = 980.6199 gals.).
 OW0176
 OW0176.The modeled gravity was interpolated from observed gravity values.
 OW0176.The observed gravity was obtained from relative gravimeter ties
 OW0176.to the IGSN71 gravity network.
 OW0176
 OW0176;                    North         East    Units  Estimated Accuracy
 OW0176;SPC WYEC     -   484,250.      345,380.      MT  (+/- 180 meters Scaled)
 OW0176
 OW0176                          SUPERSEDED SURVEY CONTROL
 OW0176
 OW0176  NGVD 29 (06/08/92) 1254.099  (m)         4114.49   (f) ADJUSTED    1 2
 OW0176
 OW0176.Superseded values are not recommended for survey control.
 OW0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0176.See file dsdata.txt to determine how the superseded data were derived.
 OW0176
 OW0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP395714(NAD 83)
 OW0176_MARKER: I = METAL ROD
 OW0176_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OW0176_SP_SET: STAINLESS STEEL ROD
 OW0176_STAMPING: Y 326 1982
 OW0176_MARK LOGO: NGS   
 OW0176_PROJECTION: FLUSH
 OW0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OW0176_ROD/PIPE-DEPTH: 9.8  meters
 OW0176
 OW0176  HISTORY     - Date     Condition        Report By
 OW0176  HISTORY     - 1982     MONUMENTED       NGS
 OW0176
 OW0176                          STATION DESCRIPTION
 OW0176
 OW0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0176'8.8 KM (5.45 MI) SW FROM WORLAND.
 OW0176'8.8 KM (5.45 MI) SOUTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 OW0176'JUNCTION WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.2
 OW0176'KM (0.1 MI) NORTHEAST OF A PAVED ROAD LEADING WEST TO THE WYOMING
 OW0176'INDUSTRIAL INSTITUTE, 29.6 METERS (97.1 FT) NORTHWEST OF MILEPOST 160
 OW0176'AND 22.6 METERS (74.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 OW0176'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OW0176'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 OW0176'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OW0218 ***********************************************************************
 OW0218  DESIGNATION -  Y 327
 OW0218  PID         -  OW0218
 OW0218  STATE/COUNTY-  WY/FREMONT
 OW0218  USGS QUAD   -  BOYSEN (1978)
 OW0218
 OW0218                         *CURRENT SURVEY CONTROL
 OW0218  ___________________________________________________________________
 OW0218* NAD 83(1986)-  43 26 54.     (N)    108 10 06.     (W)     SCALED    
 OW0218* NAVD 88     -      1408.217  (meters)    4620.13   (feet)  ADJUSTED  
 OW0218  ___________________________________________________________________
 OW0218  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 OW0218  DYNAMIC HT  -        1407.405 (meters)    4617.46  (feet)  COMP
 OW0218  MODELED GRAV-     979,994.9   (mgal)                       NAVD 88
 OW0218  OBS GRAVITY -     979,998.7   (mgal)                       GRAV_OBS
 OW0218
 OW0218  VERT ORDER  -  FIRST     CLASS II
 OW0218
 OW0218.The horizontal coordinates were scaled from a topographic map and have
 OW0218.an estimated accuracy of +/- 6 seconds.
 OW0218
 OW0218.The orthometric height was determined by differential leveling
 OW0218.and adjusted by the National Geodetic Survey in June 1991..
 OW0218
 OW0218.The geoid height was determined by GEOID03.
 OW0218
 OW0218.The dynamic height is computed by dividing the NAVD 88
 OW0218.geopotential number by the normal gravity value computed on the
 OW0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OW0218.degrees latitude (g = 980.6199 gals.).
 OW0218
 OW0218.The modeled gravity was interpolated from observed gravity values.
 OW0218.The observed gravity was obtained from relative gravimeter ties
 OW0218.to the IGSN71 gravity network.
 OW0218
 OW0218;                    North         East    Units  Estimated Accuracy
 OW0218;SPC WYWC     -   327,620.      647,080.      MT  (+/- 180 meters Scaled)
 OW0218
 OW0218                          SUPERSEDED SURVEY CONTROL
 OW0218
 OW0218  NGVD 29 (06/08/92) 1407.309  (m)         4617.15   (f) ADJUSTED    1 2
 OW0218
 OW0218.Superseded values are not recommended for survey control.
 OW0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OW0218.See file dsdata.txt to determine how the superseded data were derived.
 OW0218
 OW0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYP291144(NAD 83)
 OW0218_MARKER: DB = BENCH MARK DISK
 OW0218_SETTING: 66 = SET IN ROCK OUTCROP
 OW0218_SP_SET: ROCK OUTCROP
 OW0218_STAMPING: Y 327 1982
 OW0218_MARK LOGO: NGS   
 OW0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OW0218+STABILITY: POSITION/ELEVATION WELL
 OW0218
 OW0218  HISTORY     - Date     Condition        Report By
 OW0218  HISTORY     - 1982     MONUMENTED       NGS
 OW0218
 OW0218                          STATION DESCRIPTION
 OW0218
 OW0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OW0218'25.9 KM (16.1 MI) SOUTH FROM THERMOPOLIS.
 OW0218'25.9 KM (16.1 MI) SOUTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OW0218'WITH STATE HIGHWAY 120 IN THERMOPOLIS, 0R 26.3 KM (16.35 MI) NORTHERLY
 OW0218'ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION WITH U. S. HIGHWAY 26 IN
 OW0218'SHOSHONI, 0.6 KM (0.35 MI) NORTH OF MILEPOST 116, 78.9 METERS (258.9
 OW0218'FT) NORTH OF THE NORTH END OF A HIGHWAY TUNNEL AND 8.9 METERS (29.2
 OW0218'FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 OW0218'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 OW0218'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0265 ***********************************************************************
 PX0265  DESIGNATION -  Y 328
 PX0265  PID         -  PX0265
 PX0265  STATE/COUNTY-  WY/BIG HORN
 PX0265  USGS QUAD   -  LOVELL LAKES (1978)
 PX0265
 PX0265                         *CURRENT SURVEY CONTROL
 PX0265  ___________________________________________________________________
 PX0265* NAD 83(1986)-  44 45 59.     (N)    108 19 28.     (W)     SCALED    
 PX0265* NAVD 88     -      1238.952  (meters)    4064.80   (feet)  ADJUSTED  
 PX0265  ___________________________________________________________________
 PX0265  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 PX0265  DYNAMIC HT  -        1238.461 (meters)    4063.18  (feet)  COMP
 PX0265  MODELED GRAV-     980,178.9   (mgal)                       NAVD 88
 PX0265  OBS GRAVITY -     980,180.0   (mgal)                       GRAV_OBS
 PX0265
 PX0265  VERT ORDER  -  FIRST     CLASS II
 PX0265
 PX0265.The horizontal coordinates were scaled from a topographic map and have
 PX0265.an estimated accuracy of +/- 6 seconds.
 PX0265
 PX0265.The orthometric height was determined by differential leveling
 PX0265.and adjusted by the National Geodetic Survey in June 1991..
 PX0265
 PX0265.The geoid height was determined by GEOID03.
 PX0265
 PX0265.The dynamic height is computed by dividing the NAVD 88
 PX0265.geopotential number by the normal gravity value computed on the
 PX0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0265.degrees latitude (g = 980.6199 gals.).
 PX0265
 PX0265.The modeled gravity was interpolated from observed gravity values.
 PX0265.The observed gravity was obtained from relative gravimeter ties
 PX0265.to the IGSN71 gravity network.
 PX0265
 PX0265;                    North         East    Units  Estimated Accuracy
 PX0265;SPC WYEC     -   574,380.      321,540.      MT  (+/- 180 meters Scaled)
 PX0265
 PX0265                          SUPERSEDED SURVEY CONTROL
 PX0265
 PX0265  NGVD 29 (06/08/92) 1238.100  (m)         4062.00   (f) ADJUSTED    1 2
 PX0265
 PX0265.Superseded values are not recommended for survey control.
 PX0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0265.See file dsdata.txt to determine how the superseded data were derived.
 PX0265
 PX0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ117604(NAD 83)
 PX0265_MARKER: I = METAL ROD
 PX0265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0265_SP_SET: STAINLESS STEEL ROD
 PX0265_STAMPING: Y 328 1982
 PX0265_MARK LOGO: NGS   
 PX0265_PROJECTION: FLUSH
 PX0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0265_ROD/PIPE-DEPTH: 9.8  meters
 PX0265
 PX0265  HISTORY     - Date     Condition        Report By
 PX0265  HISTORY     - 1982     MONUMENTED       NGS
 PX0265
 PX0265                          STATION DESCRIPTION
 PX0265
 PX0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0265'10.2 KM (6.35 MI) SE FROM LOVELL.
 PX0265'10.2 KM (6.35 MI) SOUTHEASTERLY ALONG U. S. HIGHWAY 310 FROM ITS
 PX0265'JUNCTION WITH NEVADA STREET IN LOVELL, 0.1 KM (0.05 MI) SOUTHEAST OF
 PX0265'MILEPOST 230 AND 45.1 METERS (148.0 FT) SOUTHWEST OF THE CENTERLINE OF
 PX0265'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 PX0265'CAP.
 PX0265'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 PX0265'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PX0294 ***********************************************************************
 PX0294  DESIGNATION -  Y 329
 PX0294  PID         -  PX0294
 PX0294  STATE/COUNTY-  WY/BIG HORN
 PX0294  USGS QUAD   -  GREYBULL SOUTH (1978)
 PX0294
 PX0294                         *CURRENT SURVEY CONTROL
 PX0294  ___________________________________________________________________
 PX0294* NAD 83(1986)-  44 26 24.     (N)    108 03 00.     (W)     SCALED    
 PX0294* NAVD 88     -      1179.510  (meters)    3869.78   (feet)  ADJUSTED  
 PX0294  ___________________________________________________________________
 PX0294  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 PX0294  DYNAMIC HT  -        1179.026 (meters)    3868.19  (feet)  COMP
 PX0294  MODELED GRAV-     980,167.9   (mgal)                       NAVD 88
 PX0294  OBS GRAVITY -     980,172.1   (mgal)                       GRAV_OBS
 PX0294
 PX0294  VERT ORDER  -  FIRST     CLASS II
 PX0294
 PX0294.The horizontal coordinates were scaled from a topographic map and have
 PX0294.an estimated accuracy of +/- 6 seconds.
 PX0294
 PX0294.The orthometric height was determined by differential leveling
 PX0294.and adjusted by the National Geodetic Survey in June 1991..
 PX0294
 PX0294.The geoid height was determined by GEOID03.
 PX0294
 PX0294.The dynamic height is computed by dividing the NAVD 88
 PX0294.geopotential number by the normal gravity value computed on the
 PX0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PX0294.degrees latitude (g = 980.6199 gals.).
 PX0294
 PX0294.The modeled gravity was interpolated from observed gravity values.
 PX0294.The observed gravity was obtained from relative gravimeter ties
 PX0294.to the IGSN71 gravity network.
 PX0294
 PX0294;                    North         East    Units  Estimated Accuracy
 PX0294;SPC WYEC     -   537,890.      342,950.      MT  (+/- 180 meters Scaled)
 PX0294
 PX0294                          SUPERSEDED SURVEY CONTROL
 PX0294
 PX0294  NGVD 29 (06/08/92) 1178.709  (m)         3867.15   (f) ADJUSTED    1 2
 PX0294
 PX0294.Superseded values are not recommended for survey control.
 PX0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PX0294.See file dsdata.txt to determine how the superseded data were derived.
 PX0294
 PX0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYQ347249(NAD 83)
 PX0294_MARKER: I = METAL ROD
 PX0294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PX0294_SP_SET: STAINLESS STEEL ROD
 PX0294_STAMPING: Y 329 1982
 PX0294_MARK LOGO: NGS   
 PX0294_PROJECTION: FLUSH
 PX0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PX0294_ROD/PIPE-DEPTH: 6.1  meters
 PX0294
 PX0294  HISTORY     - Date     Condition        Report By
 PX0294  HISTORY     - 1982     MONUMENTED       NGS
 PX0294
 PX0294                          STATION DESCRIPTION
 PX0294
 PX0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 PX0294'55.4 KM (34.4 MI) NORTH FROM WORLAND.
 PX0294'55.4 KM (34.4 MI) NORTHERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 PX0294'WITH U. S. HIGHWAY 16 AND STATE HIGHWAY 789 IN WORLAND, 0.7 KM (0.45
 PX0294'MI) SOUTH OF MILEPOST 201, 26.2 METERS (86.0 FT) WEST OF THE
 PX0294'CENTERLINE OF THE HIGHWAY AND 16.3 METERS (53.5 FT) SOUTH OF THE
 PX0294'CENTER OF A PRIVATE DRIVE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 PX0294'A 5-INCH LOGO CAP.
 PX0294'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 PX0294'THE MARK IS ABOVE LEVEL WITH TE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0241 ***********************************************************************
 OU0241  DESIGNATION -  Y 33
 OU0241  PID         -  OU0241
 OU0241  STATE/COUNTY-  WY/CAMPBELL
 OU0241  USGS QUAD   -  ARTESIAN DRAW (1954)
 OU0241
 OU0241                         *CURRENT SURVEY CONTROL
 OU0241  ___________________________________________________________________
 OU0241* NAD 83(1986)-  43 33 03.     (N)    105 59 44.     (W)     SCALED    
 OU0241* NAVD 88     -      1557.216  (meters)    5108.97   (feet)  ADJUSTED  
 OU0241  ___________________________________________________________________
 OU0241  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 OU0241  DYNAMIC HT  -        1556.336 (meters)    5106.08  (feet)  COMP
 OU0241  MODELED GRAV-     979,999.4   (mgal)                       NAVD 88
 OU0241  OBS GRAVITY -     979,999.9   (mgal)                       GRAV_OBS
 OU0241
 OU0241  VERT ORDER  -  FIRST     CLASS II
 OU0241
 OU0241.The horizontal coordinates were scaled from a topographic map and have
 OU0241.an estimated accuracy of +/- 6 seconds.
 OU0241
 OU0241.The orthometric height was determined by differential leveling
 OU0241.and adjusted by the National Geodetic Survey in June 1991..
 OU0241
 OU0241.The geoid height was determined by GEOID03.
 OU0241
 OU0241.The dynamic height is computed by dividing the NAVD 88
 OU0241.geopotential number by the normal gravity value computed on the
 OU0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0241.degrees latitude (g = 980.6199 gals.).
 OU0241
 OU0241.The modeled gravity was interpolated from observed gravity values.
 OU0241.The observed gravity was obtained from relative gravimeter ties
 OU0241.to the IGSN71 gravity network.
 OU0241
 OU0241;                    North         East    Units  Estimated Accuracy
 OU0241;SPC WY E     -   339,180.      133,020.      MT  (+/- 180 meters Scaled)
 OU0241
 OU0241                          SUPERSEDED SURVEY CONTROL
 OU0241
 OU0241  NGVD 29 (??/??/92) 1556.381  (m)         5106.23   (f) ADJ UNCH    1 2
 OU0241
 OU0241.Superseded values are not recommended for survey control.
 OU0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0241.See file dsdata.txt to determine how the superseded data were derived.
 OU0241
 OU0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ195224(NAD 83)
 OU0241_MARKER: DB = BENCH MARK DISK
 OU0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OU0241_SP_SET: CONCRETE POST
 OU0241_STAMPING: Y 33 1933
 OU0241_MARK LOGO: CGS   
 OU0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OU0241+STABILITY: SURFACE MOTION
 OU0241
 OU0241  HISTORY     - Date     Condition        Report By
 OU0241  HISTORY     - 1933     MONUMENTED       CGS
 OU0241  HISTORY     - 1985     POOR             NGS
 OU0241
 OU0241                          STATION DESCRIPTION
 OU0241
 OU0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 OU0241'13.8 MI SW FROM PINE TREE.
 OU0241'13.8 MILES SOUTHWEST ALONG THE MIDWEST ROAD (OLD STATE HIGHWAY
 OU0241'316) FROM THE POST OFFICE AND STORE AT PINE TREE, CAMPBELL
 OU0241'COUNTY, 1.1 MILES EAST OF THE BRIDGE OVER DRY FORK CREEK, 0.2
 OU0241'MILE EAST OF HAY DRAW, AT THE TOP OF A HILL THAT RISES FROM
 OU0241'THE WEST, AND 39 FEET NORTH OF THE CENTER LINE OF THE ROAD.
 OU0241'A STANDARD DISK, STAMPED Y 33 1933 AND SET IN THE TOP OF A
 OU0241'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OU0241
 OU0241                          STATION RECOVERY (1985)
 OU0241
 OU0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 OU0241'RECOVERED IN POOR CONDITION.  WILL NOT BE LEVELED TO THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0209 ***********************************************************************
 OV0209  DESIGNATION -  Y 330
 OV0209  PID         -  OV0209
 OV0209  STATE/COUNTY-  WY/FREMONT
 OV0209  USGS QUAD   -  OCLA DRAW (1952)
 OV0209
 OV0209                         *CURRENT SURVEY CONTROL
 OV0209  ___________________________________________________________________
 OV0209* NAD 83(1986)-  43 12 57.     (N)    107 53 12.     (W)     SCALED    
 OV0209* NAVD 88     -      1577.238  (meters)    5174.65   (feet)  ADJUSTED  
 OV0209  ___________________________________________________________________
 OV0209  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 OV0209  DYNAMIC HT  -        1576.198 (meters)    5171.24  (feet)  COMP
 OV0209  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 OV0209
 OV0209  VERT ORDER  -  FIRST     CLASS II
 OV0209
 OV0209.The horizontal coordinates were scaled from a topographic map and have
 OV0209.an estimated accuracy of +/- 6 seconds.
 OV0209
 OV0209.The orthometric height was determined by differential leveling
 OV0209.and adjusted by the National Geodetic Survey in June 1991..
 OV0209
 OV0209.The geoid height was determined by GEOID03.
 OV0209
 OV0209.The dynamic height is computed by dividing the NAVD 88
 OV0209.geopotential number by the normal gravity value computed on the
 OV0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0209.degrees latitude (g = 980.6199 gals.).
 OV0209
 OV0209.The modeled gravity was interpolated from observed gravity values.
 OV0209
 OV0209;                    North         East    Units  Estimated Accuracy
 OV0209;SPC WYWC     -   301,990.      670,150.      MT  (+/- 180 meters Scaled)
 OV0209
 OV0209                          SUPERSEDED SURVEY CONTROL
 OV0209
 OV0209  NGVD 29 (06/08/92) 1576.223  (m)         5171.32   (f) ADJUSTED    1 2
 OV0209
 OV0209.Superseded values are not recommended for survey control.
 OV0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0209.See file dsdata.txt to determine how the superseded data were derived.
 OV0209
 OV0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBH655888(NAD 83)
 OV0209_MARKER: I = METAL ROD
 OV0209_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0209_SP_SET: STAINLESS STEEL ROD
 OV0209_STAMPING: Y 330 1982
 OV0209_MARK LOGO: NGS   
 OV0209_PROJECTION: FLUSH
 OV0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0209_ROD/PIPE-DEPTH: 11.0 meters
 OV0209
 OV0209  HISTORY     - Date     Condition        Report By
 OV0209  HISTORY     - 1982     MONUMENTED       NGS
 OV0209
 OV0209                          STATION DESCRIPTION
 OV0209
 OV0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0209'18.5 KM (11.5 MI) EAST FROM SHOSHONI.
 OV0209'18.5 KM (11.5 MI) EASTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0209'WITH U. S. HIGHWAY 26 IN SHOSHONI, 0.9 KM (0.55 MI) EAST OF MILEPOST
 OV0209'89, 60.0 METERS (196.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 OV0209'13.4 METERS (44.0 FT) EAST OF THE CENTER OF A PAVED FIELD ENTRANCE.
 OV0209'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 OV0209'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 OV0209'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0237 ***********************************************************************
 OV0237  DESIGNATION -  Y 331
 OV0237  PID         -  OV0237
 OV0237  STATE/COUNTY-  WY/NATRONA
 OV0237  USGS QUAD   -  ARMINTO NW (1952)
 OV0237
 OV0237                         *CURRENT SURVEY CONTROL
 OV0237  ___________________________________________________________________
 OV0237* NAD 83(1986)-  43 08 13.     (N)    107 24 41.     (W)     SCALED    
 OV0237* NAVD 88     -      1798.584  (meters)    5900.85   (feet)  ADJUSTED  
 OV0237  ___________________________________________________________________
 OV0237  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 OV0237  DYNAMIC HT  -        1797.338 (meters)    5896.77  (feet)  COMP
 OV0237  MODELED GRAV-     979,864.3   (mgal)                       NAVD 88
 OV0237
 OV0237  VERT ORDER  -  FIRST     CLASS II
 OV0237
 OV0237.The horizontal coordinates were scaled from a topographic map and have
 OV0237.an estimated accuracy of +/- 6 seconds.
 OV0237
 OV0237.The orthometric height was determined by differential leveling
 OV0237.and adjusted by the National Geodetic Survey in June 1991..
 OV0237
 OV0237.The geoid height was determined by GEOID03.
 OV0237
 OV0237.The dynamic height is computed by dividing the NAVD 88
 OV0237.geopotential number by the normal gravity value computed on the
 OV0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0237.degrees latitude (g = 980.6199 gals.).
 OV0237
 OV0237.The modeled gravity was interpolated from observed gravity values.
 OV0237
 OV0237;                    North         East    Units  Estimated Accuracy
 OV0237;SPC WYEC     -   392,870.      393,650.      MT  (+/- 180 meters Scaled)
 OV0237
 OV0237                          SUPERSEDED SURVEY CONTROL
 OV0237
 OV0237  NGVD 29 (06/08/92) 1797.540  (m)         5897.43   (f) ADJUSTED    1 2
 OV0237
 OV0237.Superseded values are not recommended for survey control.
 OV0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0237.See file dsdata.txt to determine how the superseded data were derived.
 OV0237
 OV0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH038788(NAD 83)
 OV0237_MARKER: I = METAL ROD
 OV0237_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0237_SP_SET: STAINLESS STEEL ROD
 OV0237_STAMPING: Y 331 1982
 OV0237_MARK LOGO: NGS   
 OV0237_PROJECTION: FLUSH
 OV0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0237_ROD/PIPE-DEPTH: 7.3  meters
 OV0237
 OV0237  HISTORY     - Date     Condition        Report By
 OV0237  HISTORY     - 1982     MONUMENTED       NGS
 OV0237
 OV0237                          STATION DESCRIPTION
 OV0237
 OV0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0237'19.8 KM (12.3 MI) WEST FROM WALTMAN.
 OV0237'19.8 KM (12.3 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0237'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 37.2 METERS (122.0 FT) SOUTH
 OV0237'OF MILEPOST 63 AND 29.9 METERS (98.1 FT) SOUTH OF THE CENTERLINE OF
 OV0237'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OV0237'CAP.
 OV0237'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 OV0237'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0288 ***********************************************************************
 NR0288  DESIGNATION -  Y 332
 NR0288  PID         -  NR0288
 NR0288  STATE/COUNTY-  WY/CARBON
 NR0288  USGS QUAD   -  INDEPENDENCE ROCK (1981)
 NR0288
 NR0288                         *CURRENT SURVEY CONTROL
 NR0288  ___________________________________________________________________
 NR0288* NAD 83(1986)-  42 25 50.     (N)    107 13 53.     (W)     SCALED    
 NR0288* NAVD 88     -      1833.080  (meters)    6014.03   (feet)  ADJUSTED  
 NR0288  ___________________________________________________________________
 NR0288  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 NR0288  DYNAMIC HT  -        1831.810 (meters)    6009.86  (feet)  COMP
 NR0288  MODELED GRAV-     979,862.4   (mgal)                       NAVD 88
 NR0288
 NR0288  VERT ORDER  -  FIRST     CLASS II
 NR0288
 NR0288.The horizontal coordinates were scaled from a topographic map and have
 NR0288.an estimated accuracy of +/- 6 seconds.
 NR0288
 NR0288.The orthometric height was determined by differential leveling
 NR0288.and adjusted by the National Geodetic Survey in June 1991..
 NR0288
 NR0288.The geoid height was determined by GEOID03.
 NR0288
 NR0288.The dynamic height is computed by dividing the NAVD 88
 NR0288.geopotential number by the normal gravity value computed on the
 NR0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0288.degrees latitude (g = 980.6199 gals.).
 NR0288
 NR0288.The modeled gravity was interpolated from observed gravity values.
 NR0288
 NR0288;                    North         East    Units  Estimated Accuracy
 NR0288;SPC WYEC     -   314,410.      408,390.      MT  (+/- 180 meters Scaled)
 NR0288
 NR0288                          SUPERSEDED SURVEY CONTROL
 NR0288
 NR0288  NGVD 29 (06/08/92) 1832.129  (m)         6010.91   (f) ADJUSTED    1 2
 NR0288
 NR0288.Superseded values are not recommended for survey control.
 NR0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0288.See file dsdata.txt to determine how the superseded data were derived.
 NR0288
 NR0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG164999(NAD 83)
 NR0288_MARKER: I = METAL ROD
 NR0288_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0288_SP_SET: STAINLESS STEEL ROD
 NR0288_STAMPING: Y 332 1982
 NR0288_MARK LOGO: NGS   
 NR0288_PROJECTION: FLUSH
 NR0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0288_ROD/PIPE-DEPTH: 11.3 meters
 NR0288
 NR0288  HISTORY     - Date     Condition        Report By
 NR0288  HISTORY     - 1982     MONUMENTED       NGS
 NR0288
 NR0288                          STATION DESCRIPTION
 NR0288
 NR0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0288'19.2 KM (11.95 MI) NE FROM MUDDY GAP.
 NR0288'19.2 KM (11.95 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0288'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0288'0.4 KM (0.25 MI) NORTHEAST OF MILEPOST 56, 45.7 METERS (149.9 FT)
 NR0288'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 43.6 METERS (143.0 FT)
 NR0288'EAST OF A HIGHWAY INFORMATION SIGN (EAST 220) AND 3.6 METERS (11.8 FT)
 NR0288'SOUTHWEST OF A T-FENCE CORNER.  NOTE, ACCESS TO THE DATUM POINT IS
 NR0288'THROUGH A 5-INCH LOGO CAP.
 NR0288'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NR0288'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0240 ***********************************************************************
 OV0240  DESIGNATION -  Y 333
 OV0240  PID         -  OV0240
 OV0240  STATE/COUNTY-  WY/NATRONA
 OV0240  USGS QUAD   -  HILAND (1952)
 OV0240
 OV0240                         *CURRENT SURVEY CONTROL
 OV0240  ___________________________________________________________________
 OV0240* NAD 83(1986)-  43 06 55.     (N)    107 21 01.     (W)     SCALED    
 OV0240* NAVD 88     -      1827.846  (meters)    5996.86   (feet)  ADJUSTED  
 OV0240  ___________________________________________________________________
 OV0240  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 OV0240  DYNAMIC HT  -        1826.566 (meters)    5992.66  (feet)  COMP
 OV0240  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 OV0240
 OV0240  VERT ORDER  -  FIRST     CLASS II
 OV0240
 OV0240.The horizontal coordinates were scaled from a topographic map and have
 OV0240.an estimated accuracy of +/- 6 seconds.
 OV0240
 OV0240.The orthometric height was determined by differential leveling
 OV0240.and adjusted by the National Geodetic Survey in June 1991..
 OV0240
 OV0240.The geoid height was determined by GEOID03.
 OV0240
 OV0240.The dynamic height is computed by dividing the NAVD 88
 OV0240.geopotential number by the normal gravity value computed on the
 OV0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0240.degrees latitude (g = 980.6199 gals.).
 OV0240
 OV0240.The modeled gravity was interpolated from observed gravity values.
 OV0240
 OV0240;                    North         East    Units  Estimated Accuracy
 OV0240;SPC WYEC     -   390,460.      398,620.      MT  (+/- 180 meters Scaled)
 OV0240
 OV0240                          SUPERSEDED SURVEY CONTROL
 OV0240
 OV0240  NGVD 29 (06/08/92) 1826.795  (m)         5993.41   (f) ADJUSTED    1 2
 OV0240
 OV0240.Superseded values are not recommended for survey control.
 OV0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0240.See file dsdata.txt to determine how the superseded data were derived.
 OV0240
 OV0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH087762(NAD 83)
 OV0240_MARKER: I = METAL ROD
 OV0240_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OV0240_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OV0240_STAMPING: Y 333 1982
 OV0240_MARK LOGO: NGS   
 OV0240_PROJECTION: FLUSH
 OV0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0240+STABILITY: POSITION/ELEVATION WELL
 OV0240_ROD/PIPE-DEPTH: 12.8 meters
 OV0240_SLEEVE-DEPTH  : 12.2 meters
 OV0240
 OV0240  HISTORY     - Date     Condition        Report By
 OV0240  HISTORY     - 1982     MONUMENTED       NGS
 OV0240
 OV0240                          STATION DESCRIPTION
 OV0240
 OV0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OV0240'14.2 KM (8.8 MI) WEST FROM WALTMAN.
 OV0240'14.2 KM (8.8 MI) WESTERLY ALONG U. S. HIGHWAY 20 FROM ITS JUNCTION
 OV0240'WITH COUNTY ROADS 104 AND 212 IN WALTMAN, 0.8 KM (0.5 MI) WEST OF
 OV0240'MILEPOST 59, 105.2 METERS (345.1 FT) SOUTHWEST OF THE CENTERLINE OF
 OV0240'THE HIGHWAY AND 18.9 METERS (62.0 FT) SOUTHWEST OF THE CENTER OF A
 OV0240'FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OV0240'LOGO CAP.
 OV0240'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST AND FENCE
 OV0240'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0212 ***********************************************************************
 NR0212  DESIGNATION -  Y 334
 NR0212  PID         -  NR0212
 NR0212  STATE/COUNTY-  WY/NATRONA
 NR0212  USGS QUAD   -  EMIGRANT GAP NW (1951)
 NR0212
 NR0212                         *CURRENT SURVEY CONTROL
 NR0212  ___________________________________________________________________
 NR0212* NAD 83(1986)-  42 59 03.     (N)    106 41 51.     (W)     SCALED    
 NR0212* NAVD 88     -      1685.352  (meters)    5529.36   (feet)  ADJUSTED  
 NR0212  ___________________________________________________________________
 NR0212  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 NR0212  DYNAMIC HT  -        1684.287 (meters)    5525.86  (feet)  COMP
 NR0212  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 NR0212
 NR0212  VERT ORDER  -  FIRST     CLASS II
 NR0212
 NR0212.The horizontal coordinates were scaled from a topographic map and have
 NR0212.an estimated accuracy of +/- 6 seconds.
 NR0212
 NR0212.The orthometric height was determined by differential leveling
 NR0212.and adjusted by the National Geodetic Survey in June 1991..
 NR0212
 NR0212.The geoid height was determined by GEOID03.
 NR0212
 NR0212.The dynamic height is computed by dividing the NAVD 88
 NR0212.geopotential number by the normal gravity value computed on the
 NR0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0212.degrees latitude (g = 980.6199 gals.).
 NR0212
 NR0212.The modeled gravity was interpolated from observed gravity values.
 NR0212
 NR0212;                    North         East    Units  Estimated Accuracy
 NR0212;SPC WYEC     -   376,090.      451,860.      MT  (+/- 180 meters Scaled)
 NR0212
 NR0212                          SUPERSEDED SURVEY CONTROL
 NR0212
 NR0212  NGVD 29 (06/08/92) 1684.443  (m)         5526.38   (f) ADJUSTED    1 2
 NR0212
 NR0212.Superseded values are not recommended for survey control.
 NR0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0212.See file dsdata.txt to determine how the superseded data were derived.
 NR0212
 NR0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH616604(NAD 83)
 NR0212_MARKER: I = METAL ROD
 NR0212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0212_SP_SET: STAINLESS STEEL ROD
 NR0212_STAMPING: Y 334 1982
 NR0212_MARK LOGO: NGS   
 NR0212_PROJECTION: FLUSH
 NR0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0212_ROD/PIPE-DEPTH: 3.7  meters
 NR0212
 NR0212  HISTORY     - Date     Condition        Report By
 NR0212  HISTORY     - 1982     MONUMENTED       NGS
 NR0212
 NR0212                          STATION DESCRIPTION
 NR0212
 NR0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0212'32.6 KM (20.25 MI) NW FROM CASPER.
 NR0212'32.6 KM (20.25 MI) NORTHWESTERLY ALONG U. S. HIGHWAY 20 FROM ITS
 NR0212'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASPER, 0.5 KM (0.3 MI)
 NR0212'SOUTHEAST OF MILEPOST 24, 34.1 METERS (111.9 FT) NORTHEAST OF THE
 NR0212'CENTERLINE OF THE HIGHWAY AND 1.5 METERS (4.9 FT) SOUTHEAST OF UTILITY
 NR0212'POLE NUMBER N 22-20-29-248.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 NR0212'A 5-INCH LOGO CAP.
 NR0212'THE MARK IS 11.6 METERS  NE FROM  A WITNESS POST AND FENCE
 NR0212'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0313 ***********************************************************************
 NR0313  DESIGNATION -  Y 336
 NR0313  PID         -  NR0313
 NR0313  STATE/COUNTY-  WY/CARBON
 NR0313  USGS QUAD   -  SEPARATION RIM (1981)
 NR0313
 NR0313                         *CURRENT SURVEY CONTROL
 NR0313  ___________________________________________________________________
 NR0313* NAD 83(1986)-  42 06 45.     (N)    107 25 04.     (W)     SCALED    
 NR0313* NAVD 88     -      1990.781  (meters)    6531.42   (feet)  ADJUSTED  
 NR0313  ___________________________________________________________________
 NR0313  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 NR0313  DYNAMIC HT  -        1989.151 (meters)    6526.07  (feet)  COMP
 NR0313  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 NR0313
 NR0313  VERT ORDER  -  FIRST     CLASS II
 NR0313
 NR0313.The horizontal coordinates were scaled from a topographic map and have
 NR0313.an estimated accuracy of +/- 6 seconds.
 NR0313
 NR0313.The orthometric height was determined by differential leveling
 NR0313.and adjusted by the National Geodetic Survey in June 1991..
 NR0313
 NR0313.The geoid height was determined by GEOID03.
 NR0313
 NR0313.The dynamic height is computed by dividing the NAVD 88
 NR0313.geopotential number by the normal gravity value computed on the
 NR0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0313.degrees latitude (g = 980.6199 gals.).
 NR0313
 NR0313.The modeled gravity was interpolated from observed gravity values.
 NR0313
 NR0313;                    North         East    Units  Estimated Accuracy
 NR0313;SPC WYEC     -   279,080.      393,020.      MT  (+/- 180 meters Scaled)
 NR0313
 NR0313                          SUPERSEDED SURVEY CONTROL
 NR0313
 NR0313  NGVD 29 (06/08/92) 1989.642  (m)         6527.68   (f) ADJUSTED    1 2
 NR0313
 NR0313.Superseded values are not recommended for survey control.
 NR0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0313.See file dsdata.txt to determine how the superseded data were derived.
 NR0313
 NR0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG001650(NAD 83)
 NR0313_MARKER: I = METAL ROD
 NR0313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NR0313_SP_SET: STAINLESS STEEL ROD
 NR0313_STAMPING: Y 336 1982
 NR0313_MARK LOGO: NGS   
 NR0313_PROJECTION: FLUSH
 NR0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0313_ROD/PIPE-DEPTH: 20.7 meters
 NR0313
 NR0313  HISTORY     - Date     Condition        Report By
 NR0313  HISTORY     - 1982     MONUMENTED       NGS
 NR0313
 NR0313                          STATION DESCRIPTION
 NR0313
 NR0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0313'30.6 KM (19.0 MI) SOUTH FROM MUDDY GAP.
 NR0313'30.6 KM (19.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 NR0313'WITH STATE HIGHWAY 220 IN MUDDY GAP, 0.5 KM (0.3 MI) NORTH OF MILEPOST
 NR0313'25 AND 53.0 METERS (173.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 NR0313'HIGHWAY.  NOTE, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 NR0313'CAP.
 NR0313'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 NR0313'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 NR0272 ***********************************************************************
 NR0272  DESIGNATION -  Y 337
 NR0272  PID         -  NR0272
 NR0272  STATE/COUNTY-  WY/NATRONA
 NR0272  USGS QUAD   -  BENTON BASIN SW (1984)
 NR0272
 NR0272                         *CURRENT SURVEY CONTROL
 NR0272  ___________________________________________________________________
 NR0272* NAD 83(1986)-  42 33 44.     (N)    106 53 36.     (W)     SCALED    
 NR0272* NAVD 88     -      1905.519  (meters)    6251.69   (feet)  ADJUSTED  
 NR0272  ___________________________________________________________________
 NR0272  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 NR0272  DYNAMIC HT  -        1904.207 (meters)    6247.39  (feet)  COMP
 NR0272  MODELED GRAV-     979,864.0   (mgal)                       NAVD 88
 NR0272
 NR0272  VERT ORDER  -  FIRST     CLASS II
 NR0272
 NR0272.The horizontal coordinates were scaled from a topographic map and have
 NR0272.an estimated accuracy of +/- 6 seconds.
 NR0272
 NR0272.The orthometric height was determined by differential leveling
 NR0272.and adjusted by the National Geodetic Survey in June 1991..
 NR0272
 NR0272.The geoid height was determined by GEOID03.
 NR0272
 NR0272.The dynamic height is computed by dividing the NAVD 88
 NR0272.geopotential number by the normal gravity value computed on the
 NR0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NR0272.degrees latitude (g = 980.6199 gals.).
 NR0272
 NR0272.The modeled gravity was interpolated from observed gravity values.
 NR0272
 NR0272;                    North         East    Units  Estimated Accuracy
 NR0272;SPC WYEC     -   329,120.      436,130.      MT  (+/- 180 meters Scaled)
 NR0272
 NR0272                          SUPERSEDED SURVEY CONTROL
 NR0272
 NR0272  NGVD 29 (06/08/92) 1904.581  (m)         6248.61   (f) ADJUSTED    1 2
 NR0272
 NR0272.Superseded values are not recommended for survey control.
 NR0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NR0272.See file dsdata.txt to determine how the superseded data were derived.
 NR0272
 NR0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH445139(NAD 83)
 NR0272_MARKER: I = METAL ROD
 NR0272_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NR0272+WITH SETTING: INFORMATION.
 NR0272_SP_SET: SHALLOW SET METAL ROD
 NR0272_STAMPING: Y 337 1982
 NR0272_MARK LOGO: NGS   
 NR0272_PROJECTION: FLUSH
 NR0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NR0272_ROD/PIPE-DEPTH: 2.1  meters
 NR0272
 NR0272  HISTORY     - Date     Condition        Report By
 NR0272  HISTORY     - 1982     MONUMENTED       NGS
 NR0272
 NR0272                          STATION DESCRIPTION
 NR0272
 NR0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NR0272'53.8 KM (33.4 MI) NE FROM MUDDY GAP.
 NR0272'53.8 KM (33.4 MI) NORTHEASTERLY ALONG STATE HIGHWAY 220 FROM ITS
 NR0272'JUNCTION WITH U.S. HIGHWAY 287 AND STATE HIGHWAY 789 IN MUDDY GAP,
 NR0272'45.1 METERS (148.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 13.8
 NR0272'METERS (45.3 FT) EAST OF THE CENTER OF A FIELD ENTRANCE.  NOTE,
 NR0272'REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A
 NR0272'5-INCH LOGO CAP.
 NR0272'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 NR0272'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0453 ***********************************************************************
 MP0453  DESIGNATION -  Y 338
 MP0453  PID         -  MP0453
 MP0453  STATE/COUNTY-  WY/CARBON
 MP0453  USGS QUAD   -  RAWLINS (1981)
 MP0453
 MP0453                         *CURRENT SURVEY CONTROL
 MP0453  ___________________________________________________________________
 MP0453* NAD 83(1986)-  41 47 49.     (N)    107 14 25.     (W)     SCALED    
 MP0453* NAVD 88     -      2088.067  (meters)    6850.60   (feet)  ADJUSTED  
 MP0453  ___________________________________________________________________
 MP0453  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 MP0453  DYNAMIC HT  -        2086.303 (meters)    6844.81  (feet)  COMP
 MP0453  MODELED GRAV-     979,702.9   (mgal)                       NAVD 88
 MP0453
 MP0453  VERT ORDER  -  FIRST     CLASS II
 MP0453
 MP0453.The horizontal coordinates were scaled from a topographic map and have
 MP0453.an estimated accuracy of +/- 6 seconds.
 MP0453
 MP0453.The orthometric height was determined by differential leveling
 MP0453.and adjusted by the National Geodetic Survey in June 1991..
 MP0453
 MP0453.The geoid height was determined by GEOID03.
 MP0453
 MP0453.The dynamic height is computed by dividing the NAVD 88
 MP0453.geopotential number by the normal gravity value computed on the
 MP0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0453.degrees latitude (g = 980.6199 gals.).
 MP0453
 MP0453.The modeled gravity was interpolated from observed gravity values.
 MP0453
 MP0453;                    North         East    Units  Estimated Accuracy
 MP0453;SPC WYEC     -   244,030.      407,730.      MT  (+/- 180 meters Scaled)
 MP0453
 MP0453                          SUPERSEDED SURVEY CONTROL
 MP0453
 MP0453  NGVD 29 (06/08/92) 2086.926  (m)         6846.86   (f) ADJUSTED    1 2
 MP0453
 MP0453.Superseded values are not recommended for survey control.
 MP0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0453.See file dsdata.txt to determine how the superseded data were derived.
 MP0453
 MP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG138296(NAD 83)
 MP0453_MARKER: DB = BENCH MARK DISK
 MP0453_SETTING: 66 = SET IN ROCK OUTCROP
 MP0453_SP_SET: ROCK OUTCROP
 MP0453_STAMPING: Y 338 1983
 MP0453_MARK LOGO: NGS   
 MP0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MP0453+STABILITY: POSITION/ELEVATION WELL
 MP0453
 MP0453  HISTORY     - Date     Condition        Report By
 MP0453  HISTORY     - 1983     MONUMENTED       NGS
 MP0453  HISTORY     - 1983     GOOD             NGS
 MP0453  HISTORY     - 1983     GOOD             NGS
 MP0453
 MP0453                          STATION DESCRIPTION
 MP0453
 MP0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0453'IN RAWLINS.
 MP0453'IN RAWLINS, AT THE RAWLINS ST. JOSEPH CEMETERY, IN THE CENTER OF THE
 MP0453'NORTHERN 1/2 OF A 3 BY 12 FT. EXPOSED AREA OF OUTCROPPING BEDROCK AT
 MP0453'THE WEST EDGE OF THE CEMETERY, 46.6 METERS (152.9 FT) SOUTH OF THE
 MP0453'CENTER OF THE MAIN DRIVEWAY INTO THE CEMETERY, 12.0 METERS (39.4 FT)
 MP0453'NORTH OF THE CENTER OF A GATE, 10.3 METERS (33.8 FT) EAST OF THE
 MP0453'CENTERLINE OF THE NORTH BOUND LANES OF U.S. HIGHWAY 287 AND 2.4 METERS
 MP0453'(8.2 FT) WEST OF AN IRON FENCE.
 MP0453'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 MP0453
 MP0453                          STATION RECOVERY (1983)
 MP0453
 MP0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0453'RECOVERED IN GOOD CONDITION.
 MP0453
 MP0453                          STATION RECOVERY (1983)
 MP0453
 MP0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MP0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0352 ***********************************************************************
 MQ0352  DESIGNATION -  Y 339
 MQ0352  PID         -  MQ0352
 MQ0352  STATE/COUNTY-  WY/SWEETWATER
 MQ0352  USGS QUAD   -  GREEN RIVER (1980)
 MQ0352
 MQ0352                         *CURRENT SURVEY CONTROL
 MQ0352  ___________________________________________________________________
 MQ0352* NAD 83(1986)-  41 33 00.     (N)    109 29 23.     (W)     SCALED    
 MQ0352* NAVD 88     -      1856.439  (meters)    6090.67   (feet)  ADJUSTED  
 MQ0352  ___________________________________________________________________
 MQ0352  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 MQ0352  DYNAMIC HT  -        1854.857 (meters)    6085.48  (feet)  COMP
 MQ0352  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 MQ0352
 MQ0352  VERT ORDER  -  FIRST     CLASS II
 MQ0352
 MQ0352.The horizontal coordinates were scaled from a topographic map and have
 MQ0352.an estimated accuracy of +/- 6 seconds.
 MQ0352
 MQ0352.The orthometric height was determined by differential leveling
 MQ0352.and adjusted by the National Geodetic Survey in June 1991..
 MQ0352
 MQ0352.The geoid height was determined by GEOID03.
 MQ0352
 MQ0352.The dynamic height is computed by dividing the NAVD 88
 MQ0352.geopotential number by the normal gravity value computed on the
 MQ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0352.degrees latitude (g = 980.6199 gals.).
 MQ0352
 MQ0352.The modeled gravity was interpolated from observed gravity values.
 MQ0352
 MQ0352;                    North         East    Units  Estimated Accuracy
 MQ0352;SPC WYWC     -   116,860.      538,290.      MT  (+/- 180 meters Scaled)
 MQ0352
 MQ0352                          SUPERSEDED SURVEY CONTROL
 MQ0352
 MQ0352  NGVD 29 (06/08/92) 1855.147  (m)         6086.43   (f) ADJUSTED    1 2
 MQ0352
 MQ0352.Superseded values are not recommended for survey control.
 MQ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0352.See file dsdata.txt to determine how the superseded data were derived.
 MQ0352
 MQ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM259009(NAD 83)
 MQ0352_MARKER: I = METAL ROD
 MQ0352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0352_SP_SET: STAINLESS STEEL ROD
 MQ0352_STAMPING: Y 339 1983
 MQ0352_MARK LOGO: NGS   
 MQ0352_PROJECTION: FLUSH
 MQ0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0352_ROD/PIPE-DEPTH: 3.1  meters
 MQ0352
 MQ0352  HISTORY     - Date     Condition        Report By
 MQ0352  HISTORY     - 1983     MONUMENTED       NGS
 MQ0352
 MQ0352                          STATION DESCRIPTION
 MQ0352
 MQ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0352'3.0 KM (1.85 MI) WEST FROM GREEN RIVER.
 MQ0352'3.0 KM (1.85 MI) WESTERLY ALONG STATE HIGHWAY 374 FROM THE POST OFFICE
 MQ0352'IN GREEN RIVER, 17.9 METERS (58.7 FT) NORTHEAST OF A FENCE, 11.4
 MQ0352'METERS (37.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.7
 MQ0352'METERS (5.6 FT) SOUTHEAST OF A UTILITY POLE WITH ONE GUY WIRE.
 MQ0352'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MQ0352'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 MQ0352'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0247 ***********************************************************************
 PV0247  DESIGNATION -  Y 34
 PV0247  PID         -  PV0247
 PV0247  STATE/COUNTY-  WY/CAMPBELL
 PV0247  USGS QUAD   -  FOUR BAR J RANCH (1971)
 PV0247
 PV0247                         *CURRENT SURVEY CONTROL
 PV0247  ___________________________________________________________________
 PV0247* NAD 83(1986)-  44 08 54.     (N)    105 40 44.     (W)     SCALED    
 PV0247* NAVD 88     -      1473.448  (meters)    4834.14   (feet)  ADJUSTED  
 PV0247  ___________________________________________________________________
 PV0247  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 PV0247  DYNAMIC HT  -        1472.771 (meters)    4831.92  (feet)  COMP
 PV0247  MODELED GRAV-     980,106.9   (mgal)                       NAVD 88
 PV0247
 PV0247  VERT ORDER  -  FIRST     CLASS II
 PV0247
 PV0247.The horizontal coordinates were scaled from a topographic map and have
 PV0247.an estimated accuracy of +/- 6 seconds.
 PV0247
 PV0247.The orthometric height was determined by differential leveling
 PV0247.and adjusted by the National Geodetic Survey in June 1991..
 PV0247
 PV0247.The geoid height was determined by GEOID03.
 PV0247
 PV0247.The dynamic height is computed by dividing the NAVD 88
 PV0247.geopotential number by the normal gravity value computed on the
 PV0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0247.degrees latitude (g = 980.6199 gals.).
 PV0247
 PV0247.The modeled gravity was interpolated from observed gravity values.
 PV0247
 PV0247;                    North         East    Units  Estimated Accuracy
 PV0247;SPC WY E     -   405,360.      159,020.      MT  (+/- 180 meters Scaled)
 PV0247
 PV0247                          SUPERSEDED SURVEY CONTROL
 PV0247
 PV0247  NGVD 29 (06/08/92) 1472.702  (m)         4831.69   (f) ADJUSTED    1 2
 PV0247
 PV0247.Superseded values are not recommended for survey control.
 PV0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0247.See file dsdata.txt to determine how the superseded data were derived.
 PV0247
 PV0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ457885(NAD 83)
 PV0247_MARKER: DB = BENCH MARK DISK
 PV0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0247_SP_SET: CONCRETE POST
 PV0247_STAMPING: Y 34 1933
 PV0247_MARK LOGO: CGS   
 PV0247_PROJECTION: PROJECTING 8 CENTIMETERS
 PV0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0247+STABILITY: SURFACE MOTION
 PV0247
 PV0247  HISTORY     - Date     Condition        Report By
 PV0247  HISTORY     - 1933     MONUMENTED       CGS
 PV0247  HISTORY     - 1971     GOOD             USGS
 PV0247  HISTORY     - 1985     GOOD             NGS
 PV0247
 PV0247                          STATION DESCRIPTION
 PV0247
 PV0247'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 PV0247'14.7 MI SW FROM GILLETTE.
 PV0247'14.0 MILES SOUTHWEST ALONG 4J RD. FROM THE OLD CHICAGO,
 PV0247'BURLINGTON AND QUINCY RAILROAD STATION AT GILLETTE, CAMPBELL
 PV0247'COUNTY, 103 FT. NW FROM THE CENTERLINE OF 4J RD., 4 FT NW OF
 PV0247'THE RIGHT A WAY FENCE, AND 60 FT. NE OF A DRIVE LEADING TO AN
 PV0247'ABANDONED RANCH-SITE.  A STANDARD DISK, STAMPED Y34 1933 AND
 PV0247'SET IN A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 PV0247
 PV0247                          STATION RECOVERY (1985)
 PV0247
 PV0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0247'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.  5.32 KM
 PV0247'(3.31 MI) SOUTHWEST ALONG FOUR J ROAD FROM THE I 90 OVERPASS IN
 PV0247'GILLETTE, THENCE 15.75 KM (9.79 MI) SOUTHWEST ALONG STATE HIGHWAY 50,
 PV0247'IN THE WEST CORNER OF THE T JUNCTION OF SAUNDERS ROAD LEADING NORTH,
 PV0247'0.57 KM (0.35 MI) SOUTHWEST OF MILEPOST 14, 31.7 METERS (104 FT)
 PV0247'NORTHWEST OF THE HIGHWAY CENTERLINE, 71.6 METERS (235 FT) SOUTHWEST OF
 PV0247'THE CENTER OF THE ROAD, 15.4 METERS (50.5 FT) NORTHEAST OF THE
 PV0247'NORTHEAST END OF A WIRE GATE IN THE RIGHT OF WAY FENCE, 8.2 METERS
 PV0247'(27 FT) EAST OF A POWER POLE AND 1.2 METERS (4 FT) NORTHWEST OF THE
 PV0247'RIGHT OF WAY FENCE.
 PV0247'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 PV0247'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0361 ***********************************************************************
 MQ0361  DESIGNATION -  Y 340
 MQ0361  PID         -  MQ0361
 MQ0361  STATE/COUNTY-  WY/SWEETWATER
 MQ0361  USGS QUAD   -  KANDA (1978)
 MQ0361
 MQ0361                         *CURRENT SURVEY CONTROL
 MQ0361  ___________________________________________________________________
 MQ0361* NAD 83(1986)-  41 33 00.     (N)    109 19 08.     (W)     SCALED    
 MQ0361* NAVD 88     -      1893.888  (meters)    6213.53   (feet)  ADJUSTED  
 MQ0361  ___________________________________________________________________
 MQ0361  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 MQ0361  DYNAMIC HT  -        1892.273 (meters)    6208.23  (feet)  COMP
 MQ0361  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 MQ0361
 MQ0361  VERT ORDER  -  FIRST     CLASS II
 MQ0361
 MQ0361.The horizontal coordinates were scaled from a topographic map and have
 MQ0361.an estimated accuracy of +/- 6 seconds.
 MQ0361
 MQ0361.The orthometric height was determined by differential leveling
 MQ0361.and adjusted by the National Geodetic Survey in June 1991..
 MQ0361
 MQ0361.The geoid height was determined by GEOID03.
 MQ0361
 MQ0361.The dynamic height is computed by dividing the NAVD 88
 MQ0361.geopotential number by the normal gravity value computed on the
 MQ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0361.degrees latitude (g = 980.6199 gals.).
 MQ0361
 MQ0361.The modeled gravity was interpolated from observed gravity values.
 MQ0361
 MQ0361;                    North         East    Units  Estimated Accuracy
 MQ0361;SPC WYWC     -   116,760.      552,540.      MT  (+/- 180 meters Scaled)
 MQ0361
 MQ0361                          SUPERSEDED SURVEY CONTROL
 MQ0361
 MQ0361  NGVD 29 (06/08/92) 1892.586  (m)         6209.26   (f) ADJUSTED    1 2
 MQ0361
 MQ0361.Superseded values are not recommended for survey control.
 MQ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0361.See file dsdata.txt to determine how the superseded data were derived.
 MQ0361
 MQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXM402011(NAD 83)
 MQ0361_MARKER: I = METAL ROD
 MQ0361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0361_SP_SET: STAINLESS STEEL ROD
 MQ0361_STAMPING: Y 340 1983
 MQ0361_MARK LOGO: NGS   
 MQ0361_PROJECTION: FLUSH
 MQ0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0361_ROD/PIPE-DEPTH: 17.6 meters
 MQ0361
 MQ0361  HISTORY     - Date     Condition        Report By
 MQ0361  HISTORY     - 1983     MONUMENTED       NGS
 MQ0361
 MQ0361                          STATION DESCRIPTION
 MQ0361
 MQ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MQ0361'9.8 KM (6.1 MI) SW FROM ROCK SPRINGS.
 MQ0361'9.8 KM (6.1 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 MQ0361'THE STATION IN ROCK SPRINGS, 0.1 KM (0.05 MI) SOUTHWEST OF MILEPOST
 MQ0361'808, 22.5 METERS (73.8 FT) NORTHWEST OF THE NEAR RAIL AND 1.4 METERS
 MQ0361'(4.3 FT) SOUTHWEST OF A UTILITY POLE.  NOTE, ACCESS TO THE DATUM POINT
 MQ0361'IS THROUGH A 5-INCH LOGO CAP.
 MQ0361'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 MQ0361'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0480 ***********************************************************************
 MP0480  DESIGNATION -  Y 341
 MP0480  PID         -  MP0480
 MP0480  STATE/COUNTY-  WY/CARBON
 MP0480  USGS QUAD   -  WALCOTT (1982)
 MP0480
 MP0480                         *CURRENT SURVEY CONTROL
 MP0480  ___________________________________________________________________
 MP0480* NAD 83(1986)-  41 47 26.     (N)    106 48 08.     (W)     SCALED    
 MP0480* NAVD 88     -      2042.313  (meters)    6700.49   (feet)  ADJUSTED  
 MP0480  ___________________________________________________________________
 MP0480  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 MP0480  DYNAMIC HT  -        2040.512 (meters)    6694.58  (feet)  COMP
 MP0480  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 MP0480
 MP0480  VERT ORDER  -  FIRST     CLASS II
 MP0480
 MP0480.The horizontal coordinates were scaled from a topographic map and have
 MP0480.an estimated accuracy of +/- 6 seconds.
 MP0480
 MP0480.The orthometric height was determined by differential leveling
 MP0480.and adjusted by the National Geodetic Survey in June 1991..
 MP0480
 MP0480.The geoid height was determined by GEOID03.
 MP0480
 MP0480.The dynamic height is computed by dividing the NAVD 88
 MP0480.geopotential number by the normal gravity value computed on the
 MP0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0480.degrees latitude (g = 980.6199 gals.).
 MP0480
 MP0480.The modeled gravity was interpolated from observed gravity values.
 MP0480
 MP0480;                    North         East    Units  Estimated Accuracy
 MP0480;SPC WYEC     -   243,450.      444,140.      MT  (+/- 180 meters Scaled)
 MP0480
 MP0480                          SUPERSEDED SURVEY CONTROL
 MP0480
 MP0480  NGVD 29 (06/08/92) 2041.091  (m)         6696.48   (f) ADJUSTED    1 2
 MP0480
 MP0480.Superseded values are not recommended for survey control.
 MP0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0480.See file dsdata.txt to determine how the superseded data were derived.
 MP0480
 MP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG502280(NAD 83)
 MP0480_MARKER: I = METAL ROD
 MP0480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0480_SP_SET: STAINLESS STEEL ROD
 MP0480_STAMPING: Y 341 1983
 MP0480_MARK LOGO: NGS   
 MP0480_PROJECTION: FLUSH
 MP0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0480_ROD/PIPE-DEPTH: 4.6  meters
 MP0480
 MP0480  HISTORY     - Date     Condition        Report By
 MP0480  HISTORY     - 1983     MONUMENTED       NGS
 MP0480
 MP0480                          STATION DESCRIPTION
 MP0480
 MP0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0480'5.4 KM (3.3 MI) EAST FROM WALCOTT.
 MP0480'5.4 KM (3.3 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0480'STATION IN WALCOTT, 0.4 KM (0.25 MI) NORTH OF MILEPOST 659,
 MP0480'41.4 METERS (135.8 FT) WEST OF THE NEAR RAIL, 40.5 METERS (132.9 FT)
 MP0480'SOUTH OF A UTILITY LINE CROSSING, 11.3 METERS (37.1 FT) EAST OF A
 MP0480'FENCE, AND 1.2 METERS (3.9 FT) SOUTH OF UTILITY POLE NUMBER 26 E.
 MP0480'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0480'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MP0480'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MP0482 ***********************************************************************
 MP0482  DESIGNATION -  Y 342
 MP0482  PID         -  MP0482
 MP0482  STATE/COUNTY-  WY/CARBON
 MP0482  USGS QUAD   -  WALCOTT (1982)
 MP0482
 MP0482                         *CURRENT SURVEY CONTROL
 MP0482  ___________________________________________________________________
 MP0482* NAD 83(1986)-  41 49 51.     (N)    106 45 54.     (W)     SCALED    
 MP0482* NAVD 88     -      2059.836  (meters)    6757.98   (feet)  ADJUSTED  
 MP0482  ___________________________________________________________________
 MP0482  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 MP0482  DYNAMIC HT  -        2058.001 (meters)    6751.96  (feet)  COMP
 MP0482  MODELED GRAV-     979,659.1   (mgal)                       NAVD 88
 MP0482
 MP0482  VERT ORDER  -  FIRST     CLASS II
 MP0482
 MP0482.The horizontal coordinates were scaled from a topographic map and have
 MP0482.an estimated accuracy of +/- 6 seconds.
 MP0482
 MP0482.The orthometric height was determined by differential leveling
 MP0482.and adjusted by the National Geodetic Survey in June 1991..
 MP0482
 MP0482.The geoid height was determined by GEOID03.
 MP0482
 MP0482.The dynamic height is computed by dividing the NAVD 88
 MP0482.geopotential number by the normal gravity value computed on the
 MP0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0482.degrees latitude (g = 980.6199 gals.).
 MP0482
 MP0482.The modeled gravity was interpolated from observed gravity values.
 MP0482
 MP0482;                    North         East    Units  Estimated Accuracy
 MP0482;SPC WYEC     -   247,950.      447,210.      MT  (+/- 180 meters Scaled)
 MP0482
 MP0482                          SUPERSEDED SURVEY CONTROL
 MP0482
 MP0482  NGVD 29 (06/08/92) 2058.592  (m)         6753.90   (f) ADJUSTED    1 2
 MP0482
 MP0482.Superseded values are not recommended for survey control.
 MP0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0482.See file dsdata.txt to determine how the superseded data were derived.
 MP0482
 MP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCG534325(NAD 83)
 MP0482_MARKER: I = METAL ROD
 MP0482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MP0482_SP_SET: STAINLESS STEEL ROD
 MP0482_STAMPING: Y 342 1983
 MP0482_MARK LOGO: NGS   
 MP0482_PROJECTION: FLUSH
 MP0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0482_ROD/PIPE-DEPTH: 6.7  meters
 MP0482
 MP0482  HISTORY     - Date     Condition        Report By
 MP0482  HISTORY     - 1983     MONUMENTED       NGS
 MP0482
 MP0482                          STATION DESCRIPTION
 MP0482
 MP0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MP0482'11.6 KM (7.2 MI) EAST FROM WALCOTT.
 MP0482'11.6 KM (7.2 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 MP0482'STATION IN WALCOTT, 0.6 KM (0.35 MI) NORTHEAST OF MILEPOST 655, 0.1 KM
 MP0482'(0.05 MI) SOUTHWEST OF SIGNAL NUMBER 6546, 38.7 METERS (127.0 FT)
 MP0482'NORTHWEST OF THE NEAR RAIL, 32.0 METERS (105.0 FT) WEST OF A UTILITY
 MP0482'POLE, AND 0.3 METER (1.0 FT) NORTHEAST OF A RAILROAD TIE.  NOTE=ACCESS
 MP0482'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MP0482'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 MP0482'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0968 ***********************************************************************
 MO0968  DESIGNATION -  Y 343
 MO0968  PID         -  MO0968
 MO0968  STATE/COUNTY-  WY/ALBANY
 MO0968  USGS QUAD   -  LARAMIE (1978)
 MO0968
 MO0968                         *CURRENT SURVEY CONTROL
 MO0968  ___________________________________________________________________
 MO0968* NAD 83(1986)-  41 16 21.     (N)    105 30 03.     (W)     SCALED    
 MO0968* NAVD 88     -      2337.693  (meters)    7669.58   (feet)  ADJUSTED  
 MO0968  ___________________________________________________________________
 MO0968  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 MO0968  DYNAMIC HT  -        2335.595 (meters)    7662.70  (feet)  COMP
 MO0968  MODELED GRAV-     979,640.6   (mgal)                       NAVD 88
 MO0968
 MO0968  VERT ORDER  -  FIRST     CLASS II
 MO0968
 MO0968.The horizontal coordinates were scaled from a topographic map and have
 MO0968.an estimated accuracy of +/- 6 seconds.
 MO0968
 MO0968.The orthometric height was determined by differential leveling
 MO0968.and adjusted by the National Geodetic Survey in June 1991..
 MO0968
 MO0968.The geoid height was determined by GEOID03.
 MO0968
 MO0968.The dynamic height is computed by dividing the NAVD 88
 MO0968.geopotential number by the normal gravity value computed on the
 MO0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0968.degrees latitude (g = 980.6199 gals.).
 MO0968
 MO0968.The modeled gravity was interpolated from observed gravity values.
 MO0968
 MO0968;                    North         East    Units  Estimated Accuracy
 MO0968;SPC WY E     -    85,840.      172,000.      MT  (+/- 180 meters Scaled)
 MO0968
 MO0968                          SUPERSEDED SURVEY CONTROL
 MO0968
 MO0968  NGVD 29 (06/08/92) 2336.587  (m)         7665.95   (f) ADJUSTED    1 2
 MO0968
 MO0968.Superseded values are not recommended for survey control.
 MO0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0968.See file dsdata.txt to determine how the superseded data were derived.
 MO0968
 MO0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF580691(NAD 83)
 MO0968_MARKER: DB = BENCH MARK DISK
 MO0968_SETTING: 66 = SET IN ROCK OUTCROP
 MO0968_SP_SET: ROCK OUTCROP
 MO0968_STAMPING: Y 343 1983
 MO0968_MARK LOGO: NGS   
 MO0968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MO0968+STABILITY: POSITION/ELEVATION WELL
 MO0968
 MO0968  HISTORY     - Date     Condition        Report By
 MO0968  HISTORY     - 1983     MONUMENTED       NGS
 MO0968  HISTORY     - 1983     GOOD             NGS
 MO0968
 MO0968                          STATION DESCRIPTION
 MO0968
 MO0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0968'10.2 KM (6.35 MI) SE FROM LARAMIE.
 MO0968'0.3 KM (0.2 MI) NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 MO0968'STATION IN LARAMIE, THENCE 6.7 KM (4.15 MI) EASTERLY ALONG GRAND
 MO0968'AVENUE, THENCE 3.2 KM (2.0 MI) SOUTHEAST ALONG INTERSTATE HIGHWAY 80,
 MO0968'9.2 METERS (30.2 FT) NORTHWEST OF THE SOUTHEAST END OF A HIGHWAY CUT,
 MO0968'IN THE CENTER OF A 5- BY 9-FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 MO0968'33.3 METERS (109.3 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES
 MO0968'OF THE HIGHWAY, AND 33.0 METERS (108.3 FT) SOUTH OF THE CENTERLINE OF
 MO0968'THE WEST BOUND ALNES OF THE HIGHWAY.
 MO0968'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MO0968'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 MO0968
 MO0968                          STATION RECOVERY (1983)
 MO0968
 MO0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 MO0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MO0941 ***********************************************************************
 MO0941  DESIGNATION -  Y 344
 MO0941  PID         -  MO0941
 MO0941  STATE/COUNTY-  WY/LARAMIE
 MO0941  USGS QUAD   -  CHEYENNE SOUTH (1994)
 MO0941
 MO0941                         *CURRENT SURVEY CONTROL
 MO0941  ___________________________________________________________________
 MO0941* NAD 83(1986)-  41 05 50.     (N)    104 48 01.     (W)     SCALED    
 MO0941* NAVD 88     -      1838.079  (meters)    6030.43   (feet)  ADJUSTED  
 MO0941  ___________________________________________________________________
 MO0941  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 MO0941  DYNAMIC HT  -        1836.475 (meters)    6025.17  (feet)  COMP
 MO0941  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 MO0941
 MO0941  VERT ORDER  -  FIRST     CLASS II
 MO0941
 MO0941.The horizontal coordinates were scaled from a topographic map and have
 MO0941.an estimated accuracy of +/- 6 seconds.
 MO0941
 MO0941.The orthometric height was determined by differential leveling
 MO0941.and adjusted by the National Geodetic Survey in June 1991..
 MO0941
 MO0941.The geoid height was determined by GEOID03.
 MO0941
 MO0941.The dynamic height is computed by dividing the NAVD 88
 MO0941.geopotential number by the normal gravity value computed on the
 MO0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MO0941.degrees latitude (g = 980.6199 gals.).
 MO0941
 MO0941.The modeled gravity was interpolated from observed gravity values.
 MO0941
 MO0941;                    North         East    Units  Estimated Accuracy
 MO0941;SPC WY E     -    66,380.      230,780.      MT  (+/- 180 meters Scaled)
 MO0941
 MO0941                          SUPERSEDED SURVEY CONTROL
 MO0941
 MO0941  NGVD 29 (06/08/92) 1837.064  (m)         6027.10   (f) ADJUSTED    1 2
 MO0941
 MO0941.Superseded values are not recommended for survey control.
 MO0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO0941.See file dsdata.txt to determine how the superseded data were derived.
 MO0941
 MO0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF167495(NAD 83)
 MO0941_MARKER: I = METAL ROD
 MO0941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MO0941_SP_SET: STAINLESS STEEL ROD
 MO0941_STAMPING: Y 344 1983
 MO0941_MARK LOGO: NGS   
 MO0941_PROJECTION: FLUSH
 MO0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MO0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO0941+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 MO0941_ROD/PIPE-DEPTH: 6.4  meters
 MO0941
 MO0941  HISTORY     - Date     Condition        Report By
 MO0941  HISTORY     - 1983     MONUMENTED       NGS
 MO0941  HISTORY     - 20050421 GOOD             GEOCAC
 MO0941
 MO0941                          STATION DESCRIPTION
 MO0941
 MO0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 MO0941'2.5 KM (1.55 MI) SOUTH FROM CHEYENNE.
 MO0941'2.5 KM (1.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 MO0941'WITH INTERSTATE HIGHWAY 80 IN CHEYENNE, 0.6 KM (0.35 MI) SOUTH OF
 MO0941'COUNTY ROAD 212, 9.4 KM (30.8 FT) EAST OF THE CENTERLINE OF THE NORTH
 MO0941'BOUND LANES OF THE HIGHWAY, AND 1.1 METERS (3.6 FT) SOUTH OF A UTILITY
 MO0941'POLE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 MO0941'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 MO0941'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 MO0941
 MO0941                          STATION RECOVERY (2005)
 MO0941
 MO0941'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 MO0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 MQ0414 ***********************************************************************
 MQ0414  DESIGNATION -  Y 345
 MQ0414  PID         -  MQ0414
 MQ0414  STATE/COUNTY-  WY/SWEETWATER
 MQ0414  USGS QUAD   -  HALFWAY HOLLOW WEST (1987)
 MQ0414
 MQ0414                         *CURRENT SURVEY CONTROL
 MQ0414  ___________________________________________________________________
 MQ0414* NAD 83(1986)-  41 18 24.     (N)    109 38 45.     (W)     SCALED    
 MQ0414* NAVD 88     -      1904.119  (meters)    6247.10   (feet)  ADJUSTED  
 MQ0414  ___________________________________________________________________
 MQ0414  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 MQ0414  DYNAMIC HT  -        1902.434 (meters)    6241.57  (feet)  COMP
 MQ0414  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 MQ0414
 MQ0414  VERT ORDER  -  FIRST     CLASS II
 MQ0414
 MQ0414.The horizontal coordinates were scaled from a topographic map and have
 MQ0414.an estimated accuracy of +/- 6 seconds.
 MQ0414
 MQ0414.The orthometric height was determined by differential leveling
 MQ0414.and adjusted by the National Geodetic Survey in June 1991..
 MQ0414
 MQ0414.The geoid height was determined by GEOID03.
 MQ0414
 MQ0414.The dynamic height is computed by dividing the NAVD 88
 MQ0414.geopotential number by the normal gravity value computed on the
 MQ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MQ0414.degrees latitude (g = 980.6199 gals.).
 MQ0414
 MQ0414.The modeled gravity was interpolated from observed gravity values.
 MQ0414
 MQ0414;                    North         East    Units  Estimated Accuracy
 MQ0414;SPC WYWC     -    89,960.      524,980.      MT  (+/- 180 meters Scaled)
 MQ0414
 MQ0414                          SUPERSEDED SURVEY CONTROL
 MQ0414
 MQ0414.No superseded survey control is available for this station.
 MQ0414
 MQ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL133736(NAD 83)
 MQ0414_MARKER: I = METAL ROD
 MQ0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MQ0414_SP_SET: STAINLESS STEEL ROD
 MQ0414_STAMPING: Y 345 1984
 MQ0414_MARK LOGO: NGS   
 MQ0414_PROJECTION: FLUSH
 MQ0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MQ0414_ROD/PIPE-DEPTH: 7.3  meters
 MQ0414
 MQ0414  HISTORY     - Date     Condition        Report By
 MQ0414  HISTORY     - 1984     MONUMENTED       NGS
 MQ0414
 MQ0414                          STATION DESCRIPTION
 MQ0414
 MQ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MQ0414'32.2 KM (20.0 MI) SW FROM GREEN RIVER.
 MQ0414'32.2 KM (20.0 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 530 FROM ITS
 MQ0414'JUNCTION WITH U.S. HIGHWAY 30 AND INTERSTATE HIGHWAY BUSINESS LOOP 80
 MQ0414'IN GREEN RIVER, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 21, 1.1 KM
 MQ0414'(0.7 MI) SOUTHEAST OF COUNTY ROAD 1, AND 61.0 M (200.1 FT) SOUTHWEST
 MQ0414'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 MQ0414'THROUGH A 5-INCH LOGO CAP.
 MQ0414'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 MQ0414'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 AD9029 ***********************************************************************
 AD9029  DESIGNATION -  Y 346
 AD9029  PID         -  AD9029
 AD9029  STATE/COUNTY-  WY/CROOK
 AD9029  USGS QUAD   -  MIDDLE CREEK BUTTE (1984)
 AD9029
 AD9029                         *CURRENT SURVEY CONTROL
 AD9029  ___________________________________________________________________
 AD9029* NAD 83(1986)-  44 50 36.     (N)    104 06 37.     (W)     SCALED    
 AD9029* NAVD 88     -       996.708  (meters)    3270.03   (feet)  ADJUSTED  
 AD9029  ___________________________________________________________________
 AD9029  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 AD9029  DYNAMIC HT  -         996.452 (meters)    3269.19  (feet)  COMP
 AD9029  MODELED GRAV-     980,325.9   (mgal)                       NAVD 88
 AD9029
 AD9029  VERT ORDER  -  FIRST     CLASS II
 AD9029
 AD9029.The horizontal coordinates were scaled from a topographic map and have
 AD9029.an estimated accuracy of +/- 6 seconds.
 AD9029
 AD9029.The orthometric height was determined by differential leveling
 AD9029.and adjusted by the National Geodetic Survey in July 1998..
 AD9029
 AD9029.The geoid height was determined by GEOID03.
 AD9029
 AD9029.The dynamic height is computed by dividing the NAVD 88
 AD9029.geopotential number by the normal gravity value computed on the
 AD9029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9029.degrees latitude (g = 980.6199 gals.).
 AD9029
 AD9029.The modeled gravity was interpolated from observed gravity values.
 AD9029
 AD9029;                    North         East    Units  Estimated Accuracy
 AD9029;SPC WY E     -   483,000.      283,510.      MT  (+/- 180 meters Scaled)
 AD9029
 AD9029                          SUPERSEDED SURVEY CONTROL
 AD9029
 AD9029.No superseded survey control is available for this station.
 AD9029
 AD9029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK703659(NAD 83)
 AD9029_MARKER: I = METAL ROD
 AD9029_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9029_STAMPING: Y 346 1995
 AD9029_MARK LOGO: NGS   
 AD9029_PROJECTION: FLUSH
 AD9029_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9029+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AD9029_ROD/PIPE-DEPTH: 3.2  meters
 AD9029_SLEEVE-DEPTH  : 0.9 meters
 AD9029
 AD9029  HISTORY     - Date     Condition        Report By
 AD9029  HISTORY     - 1995     MONUMENTED       NGS
 AD9029
 AD9029                          STATION DESCRIPTION
 AD9029
 AD9029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (GAS)
 AD9029'27.2 KM (16.90 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 212 FROM THE
 AD9029'JUNCTION OF U.S. HIGHWAY 85 IN BELLE FOURCHE, SOUTH DAKOTA, 21.8 M
 AD9029'(71.5 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 8.0 M (26.2 FT)
 AD9029'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.8 M (2.6 FT)
 AD9029'NORTHEAST OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE
 AD9029'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AD9029'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AD9029'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0171 ***********************************************************************
 PV0171  DESIGNATION -  Y 35
 PV0171  PID         -  PV0171
 PV0171  STATE/COUNTY-  WY/CAMPBELL
 PV0171  USGS QUAD   -  WESTON (1972)
 PV0171
 PV0171                         *CURRENT SURVEY CONTROL
 PV0171  ___________________________________________________________________
 PV0171* NAD 83(1993)-  44 42 03.25642(N)    105 22 26.25525(W)     ADJUSTED  
 PV0171* NAVD 88     -      1123.709  (meters)    3686.70   (feet)  ADJUSTED  
 PV0171  ___________________________________________________________________
 PV0171  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 PV0171  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 PV0171  DYNAMIC HT  -        1123.337 (meters)    3685.48  (feet)  COMP
 PV0171  MODELED GRAV-     980,247.5   (mgal)                       NAVD 88
 PV0171
 PV0171  HORZ ORDER  -  SECOND
 PV0171  VERT ORDER  -  FIRST     CLASS II
 PV0171
 PV0171.The horizontal coordinates were established by classical geodetic methods
 PV0171.and adjusted by the National Geodetic Survey in January 1997..
 PV0171
 PV0171.The orthometric height was determined by differential leveling
 PV0171.and adjusted by the National Geodetic Survey in June 1991..
 PV0171
 PV0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 PV0171
 PV0171.The geoid height was determined by GEOID03.
 PV0171
 PV0171.The dynamic height is computed by dividing the NAVD 88
 PV0171.geopotential number by the normal gravity value computed on the
 PV0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0171.degrees latitude (g = 980.6199 gals.).
 PV0171
 PV0171.The modeled gravity was interpolated from observed gravity values.
 PV0171
 PV0171;                    North         East     Units Scale Factor Converg.
 PV0171;SPC WY E     -   466,649.231   183,571.810   MT  0.99994082   -0 08 44.9
 PV0171;UTM  13      - 4,949,793.570   470,373.308   MT  0.99961079   -0 15 47.0
 PV0171
 PV0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PV0171!SPC WY E     -   0.99982612  x   0.99994082  =   0.99976695
 PV0171!UTM  13      -   0.99982612  x   0.99961079  =   0.99943697
 PV0171
 PV0171                          SUPERSEDED SURVEY CONTROL
 PV0171
 PV0171  NAD 83(1986)-  44 42 03.23644(N)    105 22 26.23406(W) AD(       ) 2
 PV0171  NAD 27      -  44 42 03.29700(N)    105 22 24.26100(W) AD(       ) 2
 PV0171  NGVD 29 (??/??/92) 1123.059  (m)         3684.57   (f) ADJ UNCH    1 2
 PV0171
 PV0171.Superseded values are not recommended for survey control.
 PV0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PV0171.See file dsdata.txt to determine how the superseded data were derived.
 PV0171
 PV0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK7037349794(NAD 83)
 PV0171_MARKER: DB = BENCH MARK DISK
 PV0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PV0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PV0171_STAMPING: Y 35 1933
 PV0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PV0171+STABILITY: SURFACE MOTION
 PV0171
 PV0171  HISTORY     - Date     Condition        Report By
 PV0171  HISTORY     - 1949     MONUMENTED       CGS
 PV0171  HISTORY     - 1972     GOOD             USGS
 PV0171  HISTORY     - 1972     GOOD             NGS
 PV0171  HISTORY     - 1985     MARK NOT FOUND   NGS
 PV0171
 PV0171                          STATION DESCRIPTION
 PV0171
 PV0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 PV0171'TO REACH STATION CAT FROM THE POST OFFICE IN WESTON, GO NORTH
 PV0171'ON THE BROADUS ROAD AND FOLLOW THE MAIN GRADED DIRT ROAD FOR
 PV0171'5.1 MILES TO THE STATION ON THE RIGHT.  THIS IS 0.1 MILE SOUTH
 PV0171'OF A SMALL WOODEN BRIDGE.
 PV0171'
 PV0171'BENCH MARK Y 35 1933.  IT IS 36
 PV0171'FEET EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, AND 2.6
 PV0171'FEET WEST OF A WIRE FENCE.  THE MARK IS A STANDARD BENCH
 PV0171'MARK DISK SET IN THE TOP OF A 10 X 10 INCH CONCRETE POST,
 PV0171'PROJECTING 3 INCHES, AND IS STAMPED Y 35 1933.
 PV0171
 PV0171                          STATION RECOVERY (1972)
 PV0171
 PV0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PV0171'30.2 MI N FROM GILLETTE.
 PV0171'GILLETTE, WYO., CB AND Q R.R. STA., THENCE NORTH ON STATE HWY.
 PV0171'59 30.2 MI., WESTON POST OFFICE, 4.55 MI. NORTH OF TO FENCE
 PV0171'WEST, THENCE WEST ALONG FENCE 0.35 MI., 127 FT. SOUTH OF FENCE,
 PV0171'32 FEET EAST OF CENTERLINE OF OLD ROAD TRACE.  A STANDARD DISK
 PV0171'STAMPED Y 35 1933 AND SET IN THE TOP OF CONCRETE POST PROJECTING
 PV0171'6 INCHES ABOVE GROUND.
 PV0171
 PV0171                          STATION RECOVERY (1972)
 PV0171
 PV0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 PV0171'RECOVERED IN GOOD CONDITION.
 PV0171
 PV0171                          STATION RECOVERY (1985)
 PV0171
 PV0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PV0171'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0419 ***********************************************************************
 PV0419  DESIGNATION -  Y 353
 PV0419  PID         -  PV0419
 PV0419  STATE/COUNTY-  WY/CROOK
 PV0419  USGS QUAD   -  MOORCROFT (1984)
 PV0419
 PV0419                         *CURRENT SURVEY CONTROL
 PV0419  ___________________________________________________________________
 PV0419* NAD 83(1986)-  44 16 28.     (N)    104 58 38.     (W)     SCALED    
 PV0419* NAVD 88     -      1268.103  (meters)    4160.43   (feet)  ADJUSTED  
 PV0419  ___________________________________________________________________
 PV0419  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 PV0419  DYNAMIC HT  -        1267.596 (meters)    4158.77  (feet)  COMP
 PV0419  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 PV0419
 PV0419  VERT ORDER  -  FIRST     CLASS II
 PV0419
 PV0419.The horizontal coordinates were scaled from a topographic map and have
 PV0419.an estimated accuracy of +/- 6 seconds.
 PV0419
 PV0419.The orthometric height was determined by differential leveling
 PV0419.and adjusted by the National Geodetic Survey in June 1991..
 PV0419
 PV0419.The geoid height was determined by GEOID03.
 PV0419
 PV0419.The dynamic height is computed by dividing the NAVD 88
 PV0419.geopotential number by the normal gravity value computed on the
 PV0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0419.degrees latitude (g = 980.6199 gals.).
 PV0419
 PV0419.The modeled gravity was interpolated from observed gravity values.
 PV0419
 PV0419;                    North         East    Units  Estimated Accuracy
 PV0419;SPC WY E     -   419,260.      215,120.      MT  (+/- 180 meters Scaled)
 PV0419
 PV0419                          SUPERSEDED SURVEY CONTROL
 PV0419
 PV0419.No superseded survey control is available for this station.
 PV0419
 PV0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEK018023(NAD 83)
 PV0419_MARKER: DB = BENCH MARK DISK
 PV0419_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PV0419_SP_SET: BRIDGE ABUTMENT
 PV0419_STAMPING: Y 353 1985
 PV0419_MARK LOGO: NGS   
 PV0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0419
 PV0419  HISTORY     - Date     Condition        Report By
 PV0419  HISTORY     - 1985     MONUMENTED       NGS
 PV0419
 PV0419                          STATION DESCRIPTION
 PV0419
 PV0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0419'2.4 KM (1.5 MI) WEST FROM MOORCROFT.
 PV0419'2.45 KM (1.55 MI) WEST ALONG STATE HIGHWAY 51 AND OLD US HIGHWAY 16
 PV0419'FROM THE JUNCTION OF US HIGHWAY 14 AT MOORCROFT, IN TOP OF THE NORTH
 PV0419'END OF THE SOUTH WINGWALL FOR THE STEEL BRIDGE OVER THE BELLE FOURCHE
 PV0419'RIVER, 4.2 METERS (14 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE AND 1.3
 PV0419'METERS (4.5 FT) NORTH OF THE SOUTH END OF THE WINGWALL.
 PV0419'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0293 ***********************************************************************
 OU0293  DESIGNATION -  Y 354
 OU0293  PID         -  OU0293
 OU0293  STATE/COUNTY-  WY/CAMPBELL
 OU0293  USGS QUAD   -  PERSSON DRAW (1984)
 OU0293
 OU0293                         *CURRENT SURVEY CONTROL
 OU0293  ___________________________________________________________________
 OU0293* NAD 83(1986)-  43 59 01.     (N)    105 43 28.     (W)     SCALED    
 OU0293* NAVD 88     -      1580.541  (meters)    5185.49   (feet)  ADJUSTED  
 OU0293  ___________________________________________________________________
 OU0293  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 OU0293  DYNAMIC HT  -        1579.738 (meters)    5182.86  (feet)  COMP
 OU0293  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 OU0293
 OU0293  VERT ORDER  -  FIRST     CLASS II
 OU0293
 OU0293.The horizontal coordinates were scaled from a topographic map and have
 OU0293.an estimated accuracy of +/- 6 seconds.
 OU0293
 OU0293.The orthometric height was determined by differential leveling
 OU0293.and adjusted by the National Geodetic Survey in June 1991..
 OU0293
 OU0293.The geoid height was determined by GEOID03.
 OU0293
 OU0293.The dynamic height is computed by dividing the NAVD 88
 OU0293.geopotential number by the normal gravity value computed on the
 OU0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0293.degrees latitude (g = 980.6199 gals.).
 OU0293
 OU0293.The modeled gravity was interpolated from observed gravity values.
 OU0293
 OU0293;                    North         East    Units  Estimated Accuracy
 OU0293;SPC WY E     -   387,080.      155,250.      MT  (+/- 180 meters Scaled)
 OU0293
 OU0293                          SUPERSEDED SURVEY CONTROL
 OU0293
 OU0293  NGVD 29 (06/08/92) 1579.747  (m)         5182.89   (f) ADJUSTED    1 2
 OU0293
 OU0293.Superseded values are not recommended for survey control.
 OU0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OU0293.See file dsdata.txt to determine how the superseded data were derived.
 OU0293
 OU0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ419703(NAD 83)
 OU0293_MARKER: I = METAL ROD
 OU0293_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OU0293_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OU0293_STAMPING: Y 354 1985
 OU0293_MARK LOGO: NGS   
 OU0293_PROJECTION: FLUSH
 OU0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0293+STABILITY: POSITION/ELEVATION WELL
 OU0293_ROD/PIPE-DEPTH: 7.9  meters
 OU0293_SLEEVE-DEPTH  : 6.7 meters
 OU0293
 OU0293  HISTORY     - Date     Condition        Report By
 OU0293  HISTORY     - 1985     MONUMENTED       NGS
 OU0293
 OU0293                          STATION DESCRIPTION
 OU0293
 OU0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OU0293'17.2 KM (10.7 MI) NORTH FROM SAVAGETON.
 OU0293'17.2 KM (10.7 MI) NORTH ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 OU0293'SAVAGETON ROAD AT SAVAGETON, AT THE TOP OF THE SOUTH SLOPE OF A
 OU0293'SUMMIT, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF BLACK AND YELLOW
 OU0293'ROAD, 29.6 METERS (97 FT) WEST OF THE HIGHWAY CENTERLINE, 62.5 METERS
 OU0293'(205 FT) SOUTH OF THE CENTER OF THE ROAD, 14.2 METERS (46.5 FT) SOUTH
 OU0293'OF A GUY WIRED POWER POLE AND 0.6 METER (2 FT) EAST OF THE RIGHT OF
 OU0293'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 OU0293'CAP.
 OU0293'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 OU0293'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0343 ***********************************************************************
 PV0343  DESIGNATION -  Y 355
 PV0343  PID         -  PV0343
 PV0343  STATE/COUNTY-  WY/CAMPBELL
 PV0343  USGS QUAD   -  GILLETTE WEST (1971)
 PV0343
 PV0343                         *CURRENT SURVEY CONTROL
 PV0343  ___________________________________________________________________
 PV0343* NAD 83(1986)-  44 17 37.     (N)    105 30 53.     (W)     SCALED    
 PV0343* NAVD 88     -      1396.852  (meters)    4582.84   (feet)  ADJUSTED  
 PV0343  ___________________________________________________________________
 PV0343  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 PV0343  DYNAMIC HT  -        1396.276 (meters)    4580.95  (feet)  COMP
 PV0343  MODELED GRAV-     980,156.2   (mgal)                       NAVD 88
 PV0343
 PV0343  VERT ORDER  -  FIRST     CLASS II
 PV0343
 PV0343.The horizontal coordinates were scaled from a topographic map and have
 PV0343.an estimated accuracy of +/- 6 seconds.
 PV0343
 PV0343.The orthometric height was determined by differential leveling
 PV0343.and adjusted by the National Geodetic Survey in June 1991..
 PV0343
 PV0343.The geoid height was determined by GEOID03.
 PV0343
 PV0343.The dynamic height is computed by dividing the NAVD 88
 PV0343.geopotential number by the normal gravity value computed on the
 PV0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0343.degrees latitude (g = 980.6199 gals.).
 PV0343
 PV0343.The modeled gravity was interpolated from observed gravity values.
 PV0343
 PV0343;                    North         East    Units  Estimated Accuracy
 PV0343;SPC WY E     -   421,430.      172,220.      MT  (+/- 180 meters Scaled)
 PV0343
 PV0343                          SUPERSEDED SURVEY CONTROL
 PV0343
 PV0343.No superseded survey control is available for this station.
 PV0343
 PV0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK589046(NAD 83)
 PV0343_MARKER: DB = BENCH MARK DISK
 PV0343_SETTING: 66 = SET IN ROCK OUTCROP
 PV0343_SP_SET: ROCK OUTCROP
 PV0343_STAMPING: Y 355 1985
 PV0343_MARK LOGO: NGS   
 PV0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PV0343+STABILITY: POSITION/ELEVATION WELL
 PV0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PV0343+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 PV0343
 PV0343  HISTORY     - Date     Condition        Report By
 PV0343  HISTORY     - 1985     MONUMENTED       NGS
 PV0343  HISTORY     - 20011018 GOOD             INDIV
 PV0343
 PV0343                          STATION DESCRIPTION
 PV0343
 PV0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0343'IN GILLETTE.
 PV0343'IN GILLETTE, AT THE BASE OF THE NORTHEAST SLOPE OF THE CHAIN LINK
 PV0343'FENCE AROUND THE ROCKPILE MUSEUM, IN THE TOP CENTER OF THE EAST EDGE
 PV0343'OF A FLAT 6 BY 12 FOOT PORTION OF SANDSTONE OUTCROP, 59.7 METERS (196
 PV0343'FT) NORTH OF THE CENTER OF SECOND STREET, 64.0 METERS (210 FT)
 PV0343'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE L SHAPED ROCKPIPE
 PV0343'MUSEUM, 16.0 METERS (52.5 FT) SOUTH OF A CABLEBEARING TERMINAL POWER
 PV0343'POLE, 2.2 METERS (7.2 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 PV0343'FENCE AND 2.1 METERS (7 FT) EAST OF THE CHAIN LINK FENCE.
 PV0343'THE MARK IS 2.2 METERS  SE FROM  A WITNESS POST
 PV0343'THE MARK IS 1.5 M ABOVE THE STREET.
 PV0343
 PV0343                          STATION RECOVERY (2001)
 PV0343
 PV0343'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (GJD)
 PV0343'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0283 ***********************************************************************
 OV0283  DESIGNATION -  Y 356
 OV0283  PID         -  OV0283
 OV0283  STATE/COUNTY-  WY/NATRONA
 OV0283  USGS QUAD   -  EDGERTON (1984)
 OV0283
 OV0283                         *CURRENT SURVEY CONTROL
 OV0283  ___________________________________________________________________
 OV0283* NAD 83(1986)-  43 27 53.     (N)    106 12 15.     (W)     SCALED    
 OV0283* NAVD 88     -      1567.255  (meters)    5141.90   (feet)  ADJUSTED  
 OV0283  ___________________________________________________________________
 OV0283  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 OV0283  DYNAMIC HT  -        1566.352 (meters)    5138.94  (feet)  COMP
 OV0283  MODELED GRAV-     979,988.6   (mgal)                       NAVD 88
 OV0283
 OV0283  VERT ORDER  -  FIRST     CLASS II
 OV0283
 OV0283.The horizontal coordinates were scaled from a topographic map and have
 OV0283.an estimated accuracy of +/- 6 seconds.
 OV0283
 OV0283.The orthometric height was determined by differential leveling
 OV0283.and adjusted by the National Geodetic Survey in June 1991..
 OV0283
 OV0283.The geoid height was determined by GEOID03.
 OV0283
 OV0283.The dynamic height is computed by dividing the NAVD 88
 OV0283.geopotential number by the normal gravity value computed on the
 OV0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0283.degrees latitude (g = 980.6199 gals.).
 OV0283
 OV0283.The modeled gravity was interpolated from observed gravity values.
 OV0283
 OV0283;                    North         East    Units  Estimated Accuracy
 OV0283;SPC WYEC     -   429,900.      491,370.      MT  (+/- 180 meters Scaled)
 OV0283
 OV0283                          SUPERSEDED SURVEY CONTROL
 OV0283
 OV0283  NGVD 29 (06/08/92) 1566.414  (m)         5139.14   (f) ADJUSTED    1 2
 OV0283
 OV0283.Superseded values are not recommended for survey control.
 OV0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0283.See file dsdata.txt to determine how the superseded data were derived.
 OV0283
 OV0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDJ025131(NAD 83)
 OV0283_MARKER: I = METAL ROD
 OV0283_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0283_SP_SET: STAINLESS STEEL ROD
 OV0283_STAMPING: Y 356 1985
 OV0283_MARK LOGO: NGS   
 OV0283_PROJECTION: FLUSH
 OV0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0283_ROD/PIPE-DEPTH: 3.4  meters
 OV0283
 OV0283  HISTORY     - Date     Condition        Report By
 OV0283  HISTORY     - 1985     MONUMENTED       NGS
 OV0283
 OV0283                          STATION DESCRIPTION
 OV0283
 OV0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0283'9.1 KM (5.65 MI) NE FROM MIDWEST.
 OV0283'9.07 KM (5.64 MI) NORTHEAST ALONG STATE HIGHWAY 387 FROM THE JUNCTION
 OV0283'OF STATE HIGHWAY 259 AT MIDWEST, IN THE CENTER OF A DOUBLE WOODEN POST
 OV0283'BRACE IN THE RIGHT OF WAY FENCE, AT THE SOUTHWEST END OF A LONG LOW
 OV0283'CUT, 0.45 KM (0.28 MI) SOUTHWEST OF A SUMMIT, 0.76 KM (0.47 MI)
 OV0283'SOUTHWEST OF MILEPOST 106, 32.6 METERS (107 FT) NORTHWEST OF THE
 OV0283'HIGHWAY CNETERLINE, 2.3 METERS (7.5 FT) NORTHEAST OF WYOMING STATE
 OV0283'HIGHWAY MARKER 292195.71 AND 0.3 METER (1 FT) SOUTHEAST OF THE RIGHT
 OV0283'OF WAY FENCE.
 OV0283'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 OV0283'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PV0379 ***********************************************************************
 PV0379  DESIGNATION -  Y 357
 PV0379  PID         -  PV0379
 PV0379  STATE/COUNTY-  WY/CAMPBELL
 PV0379  USGS QUAD   -  WESTON (1972)
 PV0379
 PV0379                         *CURRENT SURVEY CONTROL
 PV0379  ___________________________________________________________________
 PV0379* NAD 83(1986)-  44 42 35.     (N)    105 22 20.     (W)     SCALED    
 PV0379* NAVD 88     -      1114.382  (meters)    3656.10   (feet)  ADJUSTED  
 PV0379  ___________________________________________________________________
 PV0379  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 PV0379  DYNAMIC HT  -        1114.014 (meters)    3654.89  (feet)  COMP
 PV0379  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 PV0379
 PV0379  VERT ORDER  -  FIRST     CLASS II
 PV0379
 PV0379.The horizontal coordinates were scaled from a topographic map and have
 PV0379.an estimated accuracy of +/- 6 seconds.
 PV0379
 PV0379.The orthometric height was determined by differential leveling
 PV0379.and adjusted by the National Geodetic Survey in June 1991..
 PV0379
 PV0379.The geoid height was determined by GEOID03.
 PV0379
 PV0379.The dynamic height is computed by dividing the NAVD 88
 PV0379.geopotential number by the normal gravity value computed on the
 PV0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PV0379.degrees latitude (g = 980.6199 gals.).
 PV0379
 PV0379.The modeled gravity was interpolated from observed gravity values.
 PV0379
 PV0379;                    North         East    Units  Estimated Accuracy
 PV0379;SPC WY E     -   467,630.      183,710.      MT  (+/- 180 meters Scaled)
 PV0379
 PV0379                          SUPERSEDED SURVEY CONTROL
 PV0379
 PV0379.No superseded survey control is available for this station.
 PV0379
 PV0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDK705507(NAD 83)
 PV0379_MARKER: I = METAL ROD
 PV0379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PV0379_SP_SET: STAINLESS STEEL ROD
 PV0379_STAMPING: Y 357 1985
 PV0379_MARK LOGO: NGS   
 PV0379_PROJECTION: FLUSH
 PV0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PV0379_ROD/PIPE-DEPTH: 9.6  meters
 PV0379
 PV0379  HISTORY     - Date     Condition        Report By
 PV0379  HISTORY     - 1985     MONUMENTED       NGS
 PV0379
 PV0379                          STATION DESCRIPTION
 PV0379
 PV0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PV0379'46.0 KM (28.6 MI) SOUTH FROM BIDDLE MONTANA.
 PV0379'46.01 KM (28.60 MI) SOUTH ALONG STATE HIGHWAY 59 FROM THE ELEMENTARY
 PV0379'SCHOOL AT BIDDLE MONTANA, IN THE SOUTH CORNER OF THE INTERSECTION OF
 PV0379'FIELDS ACCESS ROADS, 0.23 KM (0.14 MI) NORTHWEST OF A LARGE OIL
 PV0379'STORAGE TANK AND PIPELINE CROSSING, 0.71 KM (0.44 MI) NORTH OF
 PV0379'MILEPOST 149, 29.9 METERS (98 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 PV0379'5.5 METERS (18 FT) SOUTHEAST OF THE CENTER OF THE ACCESS ROADS AND
 PV0379'0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 PV0379'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PV0379'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 PV0379'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0290 ***********************************************************************
 OV0290  DESIGNATION -  Y 358
 OV0290  PID         -  OV0290
 OV0290  STATE/COUNTY-  WY/NATRONA
 OV0290  USGS QUAD   -  MIDWEST (1978)
 OV0290
 OV0290                         *CURRENT SURVEY CONTROL
 OV0290  ___________________________________________________________________
 OV0290* NAD 83(1986)-  43 24 32.     (N)    106 16 28.     (W)     SCALED    
 OV0290* NAVD 88     -      1479.798  (meters)    4854.97   (feet)  ADJUSTED  
 OV0290  ___________________________________________________________________
 OV0290  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 OV0290  DYNAMIC HT  -        1478.987 (meters)    4852.31  (feet)  COMP
 OV0290  MODELED GRAV-     980,020.2   (mgal)                       NAVD 88
 OV0290
 OV0290  VERT ORDER  -  FIRST     CLASS II
 OV0290
 OV0290.The horizontal coordinates were scaled from a topographic map and have
 OV0290.an estimated accuracy of +/- 6 seconds.
 OV0290
 OV0290.The orthometric height was determined by differential leveling
 OV0290.and adjusted by the National Geodetic Survey in June 1991..
 OV0290
 OV0290.The geoid height was determined by GEOID03.
 OV0290
 OV0290.The dynamic height is computed by dividing the NAVD 88
 OV0290.geopotential number by the normal gravity value computed on the
 OV0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0290.degrees latitude (g = 980.6199 gals.).
 OV0290
 OV0290.The modeled gravity was interpolated from observed gravity values.
 OV0290
 OV0290;                    North         East    Units  Estimated Accuracy
 OV0290;SPC WYEC     -   423,620.      485,760.      MT  (+/- 180 meters Scaled)
 OV0290
 OV0290                          SUPERSEDED SURVEY CONTROL
 OV0290
 OV0290  NGVD 29 (06/08/92) 1479.001  (m)         4852.36   (f) ADJUSTED    1 2
 OV0290
 OV0290.Superseded values are not recommended for survey control.
 OV0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0290.See file dsdata.txt to determine how the superseded data were derived.
 OV0290
 OV0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ968070(NAD 83)
 OV0290_MARKER: DB = BENCH MARK DISK
 OV0290_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OV0290_SP_SET: BUILDING FOUNDATION
 OV0290_STAMPING: Y 358 1985
 OV0290_MARK LOGO: NGS   
 OV0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OV0290+STABILITY: POSITION/ELEVATION WELL
 OV0290
 OV0290  HISTORY     - Date     Condition        Report By
 OV0290  HISTORY     - 1985     MONUMENTED       NGS
 OV0290
 OV0290                          STATION DESCRIPTION
 OV0290
 OV0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0290'IN MIDWEST.
 OV0290'IN MIDWEST, SET VERTICALLY IN THE WEST FACE AT THE SOUTHWEST CORNER OF
 OV0290'THE CONCRETE FOUNDATION OF THE BRICK BUILDING FOR THE INDOOR SWIMMING
 OV0290'POOL FOR THE MIDWEST HIGH SCHOOL, 2.0 METERS (6.4 FT) BELOW THE OVER
 OV0290'HANG FACE SIDING FOR THE BUILDING,  AND 0.2 METER (0.8 FT) NORTH OF
 OV0290'THE SOUTHWEST CORNER OF THE FOUNDATION.
 OV0290'THE MARK IS 0.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 PW0275 ***********************************************************************
 PW0275  DESIGNATION -  Y 36
 PW0275  PID         -  PW0275
 PW0275  STATE/COUNTY-  WY/WASHAKIE
 PW0275  USGS QUAD   -  TEN SLEEP (1976)
 PW0275
 PW0275                         *CURRENT SURVEY CONTROL
 PW0275  ___________________________________________________________________
 PW0275* NAD 83(1986)-  44 01 16.     (N)    107 28 17.     (W)     SCALED    
 PW0275* NAVD 88     -      1348.863  (meters)    4425.39   (feet)  ADJUSTED  
 PW0275  ___________________________________________________________________
 PW0275  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 PW0275  DYNAMIC HT  -        1348.264 (meters)    4423.43  (feet)  COMP
 PW0275  MODELED GRAV-     980,127.2   (mgal)                       NAVD 88
 PW0275
 PW0275  VERT ORDER  -  FIRST     CLASS II
 PW0275
 PW0275.The horizontal coordinates were scaled from a topographic map and have
 PW0275.an estimated accuracy of +/- 6 seconds.
 PW0275
 PW0275.The orthometric height was determined by differential leveling
 PW0275.and adjusted by the National Geodetic Survey in June 1991..
 PW0275
 PW0275.The geoid height was determined by GEOID03.
 PW0275
 PW0275.The dynamic height is computed by dividing the NAVD 88
 PW0275.geopotential number by the normal gravity value computed on the
 PW0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PW0275.degrees latitude (g = 980.6199 gals.).
 PW0275
 PW0275.The modeled gravity was interpolated from observed gravity values.
 PW0275
 PW0275;                    North         East    Units  Estimated Accuracy
 PW0275;SPC WYEC     -   491,100.      388,930.      MT  (+/- 180 meters Scaled)
 PW0275
 PW0275                          SUPERSEDED SURVEY CONTROL
 PW0275
 PW0275  NGVD 29 (??/??/92) 1348.108  (m)         4422.92   (f) ADJ UNCH    1 2
 PW0275
 PW0275.Superseded values are not recommended for survey control.
 PW0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PW0275.See file dsdata.txt to determine how the superseded data were derived.
 PW0275
 PW0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCJ019771(NAD 83)
 PW0275_MARKER: DB = BENCH MARK DISK
 PW0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PW0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PW0275_STAMPING: Y 36 1934
 PW0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PW0275+STABILITY: SURFACE MOTION
 PW0275
 PW0275  HISTORY     - Date     Condition        Report By
 PW0275  HISTORY     - 1934     MONUMENTED       CGS
 PW0275  HISTORY     - 1966     GOOD             NGS
 PW0275
 PW0275                          STATION DESCRIPTION
 PW0275
 PW0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 PW0275'1.6 MI SW FROM TEN SLEEP.
 PW0275'1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 16 FROM THE POST OFFICE AT TEN
 PW0275'SLEEP, THENCE 0.3 MILE SOUTHWEST ALONG A DIRT ROAD, 0.1 MILE SOUTHWEST
 PW0275'OF A WOODEN GATE ACROSS THE HIGHWAY, 16 FEET SOUTHEAST OF THE CENTER
 PW0275'LINE OF THE ROAD, 83 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF A
 PW0275'DRY WASH, 3 1/2 FEET WEST OF AN ANGLE METAL FENCE POST, 3.4 FEET WEST
 PW0275'OF A FENCE, 1.3 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT
 PW0275'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PW0275'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OV0317 ***********************************************************************
 OV0317  DESIGNATION -  Y 360
 OV0317  PID         -  OV0317
 OV0317  STATE/COUNTY-  WY/NATRONA
 OV0317  USGS QUAD   -  MC PHERSON DRAW (1978)
 OV0317
 OV0317                         *CURRENT SURVEY CONTROL
 OV0317  ___________________________________________________________________
 OV0317* NAD 83(1986)-  43 03 57.     (N)    106 20 05.     (W)     SCALED    
 OV0317* NAVD 88     -      1692.565  (meters)    5553.02   (feet)  ADJUSTED  
 OV0317  ___________________________________________________________________
 OV0317  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 OV0317  DYNAMIC HT  -        1691.504 (meters)    5549.54  (feet)  COMP
 OV0317  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 OV0317
 OV0317  VERT ORDER  -  FIRST     CLASS II
 OV0317
 OV0317.The horizontal coordinates were scaled from a topographic map and have
 OV0317.an estimated accuracy of +/- 6 seconds.
 OV0317
 OV0317.The orthometric height was determined by differential leveling
 OV0317.and adjusted by the National Geodetic Survey in June 1991..
 OV0317
 OV0317.The geoid height was determined by GEOID03.
 OV0317
 OV0317.The dynamic height is computed by dividing the NAVD 88
 OV0317.geopotential number by the normal gravity value computed on the
 OV0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OV0317.degrees latitude (g = 980.6199 gals.).
 OV0317
 OV0317.The modeled gravity was interpolated from observed gravity values.
 OV0317
 OV0317;                    North         East    Units  Estimated Accuracy
 OV0317;SPC WYEC     -   385,450.      481,340.      MT  (+/- 180 meters Scaled)
 OV0317
 OV0317                          SUPERSEDED SURVEY CONTROL
 OV0317
 OV0317  NGVD 29 (06/08/92) 1691.669  (m)         5550.08   (f) ADJUSTED    1 2
 OV0317
 OV0317.Superseded values are not recommended for survey control.
 OV0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OV0317.See file dsdata.txt to determine how the superseded data were derived.
 OV0317
 OV0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCH913689(NAD 83)
 OV0317_MARKER: I = METAL ROD
 OV0317_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OV0317_SP_SET: STAINLESS STEEL ROD
 OV0317_STAMPING: Y 360 1985
 OV0317_MARK LOGO: NGS   
 OV0317_PROJECTION: FLUSH
 OV0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OV0317_ROD/PIPE-DEPTH: 7.9  meters
 OV0317
 OV0317  HISTORY     - Date     Condition        Report By
 OV0317  HISTORY     - 1985     MONUMENTED       NGS
 OV0317  HISTORY     - 19920825 GOOD             USPSQD
 OV0317
 OV0317                          STATION DESCRIPTION
 OV0317
 OV0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OV0317'24.8 KM (15.4 MI) NORTH FROM CASPER.
 OV0317'5.59 KM (3.47 MI) NORTH ALONG I 25 FROM THE OVERPASS OF CENTER STREET
 OV0317'IN CASPER, THENCE 0.35 KM (0.22 MI) WEST ALONG WARDWELL ROAD, THENCE
 OV0317'18.81 KM (11.69 MI) NORTH ALONG I 25 SERVICE ROAD, IN THE CENTER OF A
 OV0317'DOUBLE WOODEN POST BRACE AT THE SOUTH END OF A WIRE GATE IN THE RIGHT
 OV0317'OF WAY FENCE, 0.46 KM (0.29 MI) NORTH OF THE T JUNCTION OF TRAIL RIDGE
 OV0317'DRIVE LEADING EAST, 45.1 METERS (148 FT) EAST OF THE CENTER OF THE
 OV0317'ROAD AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.
 OV0317'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OV0317'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 OV0317'THE MARK IS 0.3 M ABOVE THE ROAD.
 OV0317
 OV0317                          STATION RECOVERY (1992)
 OV0317
 OV0317'RECOVERY NOTE BY US POWER SQUADRON 1992 (TLT)
 OV0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  7, 2006
 OU0338 ***********************************************************************
 OU0338  DESIGNATION -  Y 361
 OU0338  PID         -  OU0338
 OU0338  STATE/COUNTY-  WY/WESTON
 OU0338  USGS QUAD   -  NEWCASTLE (1979)
 OU0338
 OU0338                         *CURRENT SURVEY CONTROL
 OU0338  ___________________________________________________________________
 OU0338* NAD 83(1986)-  43 51 19.     (N)    104 12 11.     (W)     SCALED    
 OU0338* NAVD 88     -      1326.493  (meters)    4352.00   (feet)  ADJUSTED  
 OU0338  ___________________________________________________________________
 OU0338  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 OU0338  DYNAMIC HT  -        1325.899 (meters)    4350.05  (feet)  COMP
 OU0338  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 OU0338
 OU0338  VERT ORDER  -  FIRST     CLASS II
 OU0338
 OU0338.The horizontal coordinates were scaled from a topographic map and have
 OU0338.an estimated accuracy of +/- 6 seconds.
 OU0338
 OU0338.The orthometric height was determined by differential leveling
 OU0338.and adjusted by the National Geodetic Survey in June 1991..
 OU0338
 OU0338.The geoid height was determined by GEOID03.
 OU0338
 OU0338.The dynamic height is computed by dividing the NAVD 88
 OU0338.geopotential number by the normal gravity value computed on the
 OU0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OU0338.degrees latitude (g = 980.6199 gals.).
 OU0338
 OU0338.The modeled gravity was interpolated from observed gravity values.
 OU0338
 OU0338;                    North         East    Units  Estimated Accuracy
 OU0338;SPC WY E     -   373,120.      277,470.      MT  (+/- 180 meters Scaled)
 OU0338
 OU0338                          SUPERSEDED SURVEY CONTROL
 OU0338
 OU0338.No superseded survey control is available for this station.
 OU0338
 OU0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEJ640561(NAD 83)
 OU0338_MARKER: DV = VERTICAL CONTROL DISK
 OU0338_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OU0338_SP_SET: BUILDING
 OU0338_STAMPING: Y 361 1985
 OU0338_MARK LOGO: NGS   
 OU0338_MAGNETIC: N = NO MAGNETIC MATERIAL
 OU0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OU0338+STABILITY: POSITION/ELEVATION WELL
 OU0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OU0338+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1992
 OU0338
 OU0338  HISTORY     - Date     Condition        Report By
 OU0338  HISTORY     - 1985     MONUMENTED       NGS
 OU0338  HISTORY     - 19900124 GOOD             NGS
 OU0338  HISTORY     - 19920803 GOOD             NGS
 OU0338
 OU0338                          STATION DESCRIPTION
 OU0338
 OU0338'DESC